














                                  SURVEY CONTROL DATA
                                
                             STATE=UT
                             [MARCH 21, 2026 07:30]
                    PROGRAM = datasheet95, VERSION = 8.12.5.20
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0633 ***********************************************************************
 LN0633  DESIGNATION -  1 11 X
 LN0633  PID         -  LN0633
 LN0633  STATE/COUNTY-  UT/UINTAH
 LN0633  COUNTRY     -  US
 LN0633  USGS QUAD   -  BONANZA (2017)
 LN0633
 LN0633                         *CURRENT SURVEY CONTROL
 LN0633  ______________________________________________________________________
 LN0633* NAD 83(1994) POSITION- 40 00 33.19480(N) 109 10 49.87773(W)   ADJUSTED
 LN0633* NAVD 88 ORTHO HEIGHT -  1787.9   (meters)     5866.    (feet) VERTCON3
 LN0633  ______________________________________________________________________
 LN0633  GEOID HEIGHT    -        -17.228 (meters)                     GEOID18
 LN0633  LAPLACE CORR    -          4.47  (seconds)                    DEFLEC18
 LN0633  HORZ ORDER      -  THIRD
 LN0633
 LN0633.The horizontal coordinates were established by classical geodetic methods
 LN0633.and adjusted by the National Geodetic Survey in November 1997.
 LN0633
 LN0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0633
 LN0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0633.GEOID18 height accuracy estimate available here.
 LN0633
 LN0633.Click photographs - Photos may exist for this station.
 LN0633
 LN0633.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0633
 LN0633. The following values were computed from the NAD 83(1994) position.
 LN0633
 LN0633;                    North         East     Units Scale Factor Converg.
 LN0633;SPC UT C     - 2,188,622.522   698,001.244   MT  0.99990343   +1 29 08.9
 LN0633;SPC UT C     - 7,180,505.72  2,290,025.75   sFT  0.99990343   +1 29 08.9
 LN0633;UTM  12      - 4,430,366.183   655,293.819   MT  0.99989689   +1 10 12.0
 LN0633
 LN0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0633!SPC UT C     -   0.99972230  x   0.99990343  =   0.99962575
 LN0633!UTM  12      -   0.99972230  x   0.99989689  =   0.99961921
 LN0633
 LN0633:                Primary Azimuth Mark                     Grid Az
 LN0633:SPC UT C     -  ET 9 JEK                                 103 53 18.9
 LN0633:UTM  12      -  ET 9 JEK                                 104 12 15.8
 LN0633
 LN0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK5529330366(NAD 83)
 LN0633
 LN0633|---------------------------------------------------------------------|
 LN0633| PID    Reference Object                     Distance      Geod. Az  |
 LN0633|                                                           dddmmss.s |
 LN0633| KM0320 ET 9 JEK                            APPROX. 4.4 KM 1052227.8 |
 LN0633|---------------------------------------------------------------------|
 LN0633
 LN0633                          SUPERSEDED SURVEY CONTROL
 LN0633
 LN0633  NAD 83(1993)-  40 00 33.18222(N)    109 10 49.86356(W) AD(       ) 3
 LN0633  NAD 83(1992)-  40 00 33.17657(N)    109 10 49.86434(W) AD(       ) 3
 LN0633  NAD 83(1986)-  40 00 33.17648(N)    109 10 49.86426(W) AD(       ) 3
 LN0633  NAD 27      -  40 00 33.29445(N)    109 10 47.42498(W) AD(       ) 3
 LN0633  NGVD 29 (07/19/86) 1786.7    (m)         5862.     (f) VERT ANG       
 LN0633
 LN0633.Superseded values are not recommended for survey control.
 LN0633
 LN0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0633.See file dsdata.pdf to determine how the superseded data were derived.
 LN0633
 LN0633_MARKER: W = UNMONUMENTED
 LN0633_SETTING: 0 = UNSPECIFIED SETTING
 LN0633
 LN0633  HISTORY     - Date     Condition        Report By
 LN0633  HISTORY     - 1966     MONUMENTED       USGS
 LN0633
 LN0633                          STATION DESCRIPTION
 LN0633
 LN0633'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LN0633'TEMPORARY POINT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0372 ***********************************************************************
 KM0372  DESIGNATION -  1 4 A
 KM0372  PID         -  KM0372
 KM0372  STATE/COUNTY-  UT/UINTAH
 KM0372  COUNTRY     -  US
 KM0372  USGS QUAD   -  BIG PACK MOUNTAIN NW (2017)
 KM0372
 KM0372                         *CURRENT SURVEY CONTROL
 KM0372  ______________________________________________________________________
 KM0372* NAD 83(1994) POSITION- 39 55 02.35421(N) 109 42 20.31873(W)   ADJUSTED
 KM0372* NAVD 88 ORTHO HEIGHT -  1626.6   (meters)     5337.    (feet) VERTCON3
 KM0372  ______________________________________________________________________
 KM0372  GEOID HEIGHT    -        -17.756 (meters)                     GEOID18
 KM0372  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 KM0372  HORZ ORDER      -  THIRD
 KM0372
 KM0372.The horizontal coordinates were established by classical geodetic methods
 KM0372.and adjusted by the National Geodetic Survey in November 1997.
 KM0372
 KM0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0372
 KM0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0372.GEOID18 height accuracy estimate available here.
 KM0372
 KM0372.Click photographs - Photos may exist for this station.
 KM0372
 KM0372.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0372
 KM0372. The following values were computed from the NAD 83(1994) position.
 KM0372
 KM0372;                    North         East     Units Scale Factor Converg.
 KM0372;SPC UT C     - 2,177,390.650   653,385.961   MT  0.99989985   +1 08 57.9
 KM0372;SPC UT C     - 7,143,655.82  2,143,650.44   sFT  0.99989985   +1 08 57.9
 KM0372;UTM  12      - 4,419,382.539   610,620.652   MT  0.99975065   +0 49 50.3
 KM0372
 KM0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0372!SPC UT C     -   0.99974767  x   0.99989985  =   0.99964754
 KM0372!UTM  12      -   0.99974767  x   0.99975065  =   0.99949838
 KM0372
 KM0372:                Primary Azimuth Mark                     Grid Az
 KM0372:SPC UT C     -  DIVIDE                                   299 17 05.4
 KM0372:UTM  12      -  DIVIDE                                   299 36 13.0
 KM0372
 KM0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK1062019382(NAD 83)
 KM0372
 KM0372|---------------------------------------------------------------------|
 KM0372| PID    Reference Object                     Distance      Geod. Az  |
 KM0372|                                                           dddmmss.s |
 KM0372| KM0373 DIVIDE                              APPROX. 4.1 KM 3002603.3 |
 KM0372|---------------------------------------------------------------------|
 KM0372
 KM0372                          SUPERSEDED SURVEY CONTROL
 KM0372
 KM0372  NAD 83(1993)-  39 55 02.34119(N)    109 42 20.30913(W) AD(       ) 3
 KM0372  NAD 83(1986)-  39 55 02.32972(N)    109 42 20.30993(W) AD(       ) 3
 KM0372  NAD 27      -  39 55 02.45572(N)    109 42 17.82237(W) AD(       ) 3
 KM0372  NGVD 29 (07/19/86) 1625.5    (m)         5333.     (f) VERT ANG       
 KM0372
 KM0372.Superseded values are not recommended for survey control.
 KM0372
 KM0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0372.See file dsdata.pdf to determine how the superseded data were derived.
 KM0372
 KM0372_MARKER: W = UNMONUMENTED
 KM0372_SETTING: 0 = UNSPECIFIED SETTING
 KM0372
 KM0372  HISTORY     - Date     Condition        Report By
 KM0372  HISTORY     - 1953     MONUMENTED       USGS
 KM0372
 KM0372                          STATION DESCRIPTION
 KM0372
 KM0372'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 KM0372'TEMPORARY POINT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0383 ***********************************************************************
 KM0383  DESIGNATION -  1 48 A
 KM0383  PID         -  KM0383
 KM0383  STATE/COUNTY-  UT/UINTAH
 KM0383  COUNTRY     -  US
 KM0383  USGS QUAD   -  WOLF FLAT (2017)
 KM0383
 KM0383                         *CURRENT SURVEY CONTROL
 KM0383  ______________________________________________________________________
 KM0383* NAD 83(1994) POSITION- 39 30 37.00106(N) 109 45 54.19633(W)   ADJUSTED
 KM0383* NAVD 88 ORTHO HEIGHT -  2227.2   (meters)     7307.    (feet) VERTCON3
 KM0383  ______________________________________________________________________
 KM0383  GEOID HEIGHT    -        -17.260 (meters)                     GEOID18
 KM0383  LAPLACE CORR    -          0.70  (seconds)                    DEFLEC18
 KM0383  HORZ ORDER      -  THIRD
 KM0383
 KM0383.The horizontal coordinates were established by classical geodetic methods
 KM0383.and adjusted by the National Geodetic Survey in November 1997.
 KM0383
 KM0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0383
 KM0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0383.GEOID18 height accuracy estimate available here.
 KM0383
 KM0383.Click photographs - Photos may exist for this station.
 KM0383
 KM0383.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0383
 KM0383. The following values were computed from the NAD 83(1994) position.
 KM0383
 KM0383;                    North         East     Units Scale Factor Converg.
 KM0383;SPC UT C     - 2,132,109.750   649,184.540   MT  0.99991479   +1 06 40.9
 KM0383;SPC UT C     - 6,995,096.74  2,129,866.28   sFT  0.99991479   +1 06 40.9
 KM0383;UTM  12      - 4,374,133.157   606,165.337   MT  0.99973877   +0 47 08.8
 KM0383
 KM0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0383!SPC UT C     -   0.99965340  x   0.99991479  =   0.99956822
 KM0383!UTM  12      -   0.99965340  x   0.99973877  =   0.99939226
 KM0383
 KM0383:                Primary Azimuth Mark                     Grid Az
 KM0383:SPC UT C     -  DEVIL                                    219 52 31.8
 KM0383:UTM  12      -  DEVIL                                    220 12 03.9
 KM0383
 KM0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ0616574133(NAD 83)
 KM0383
 KM0383|---------------------------------------------------------------------|
 KM0383| PID    Reference Object                     Distance      Geod. Az  |
 KM0383|                                                           dddmmss.s |
 KM0383| KM0361 DEVIL                               APPROX. 5.9 KM 2205912.7 |
 KM0383|---------------------------------------------------------------------|
 KM0383
 KM0383                          SUPERSEDED SURVEY CONTROL
 KM0383
 KM0383  NAD 83(1993)-  39 30 36.97288(N)    109 45 54.17954(W) AD(       ) 3
 KM0383  NAD 83(1986)-  39 30 36.97254(N)    109 45 54.17950(W) AD(       ) 3
 KM0383  NAD 27      -  39 30 37.08732(N)    109 45 51.68153(W) AD(       ) 3
 KM0383  NGVD 29 (07/19/86) 2226.0    (m)         7303.     (f) VERT ANG       
 KM0383
 KM0383.Superseded values are not recommended for survey control.
 KM0383
 KM0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0383.See file dsdata.pdf to determine how the superseded data were derived.
 KM0383
 KM0383_MARKER: W = UNMONUMENTED
 KM0383_SETTING: 0 = UNSPECIFIED SETTING
 KM0383
 KM0383  HISTORY     - Date     Condition        Report By
 KM0383  HISTORY     - 1960     MONUMENTED       USGS
 KM0383
 KM0383                          STATION DESCRIPTION
 KM0383
 KM0383'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 KM0383'TEMPORARY POINT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0582 ***********************************************************************
 HO0582  DESIGNATION -  1 5B
 HO0582  PID         -  HO0582
 HO0582  STATE/COUNTY-  UT/GARFIELD
 HO0582  COUNTRY     -  US
 HO0582  USGS QUAD   -  HAYCOCK MOUNTAIN (2017)
 HO0582
 HO0582                         *CURRENT SURVEY CONTROL
 HO0582  ______________________________________________________________________
 HO0582* NAD 83(1994) POSITION- 37 38 06.87560(N) 112 33 22.26797(W)   ADJUSTED
 HO0582* NAVD 88 ORTHO HEIGHT -  2609.6   (meters)     8562.    (feet) VERTCON3
 HO0582  ______________________________________________________________________
 HO0582  GEOID HEIGHT    -        -20.332 (meters)                     GEOID18
 HO0582  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 HO0582  HORZ ORDER      -  THIRD
 HO0582
 HO0582.The horizontal coordinates were established by classical geodetic methods
 HO0582.and adjusted by the National Geodetic Survey in November 1997.
 HO0582
 HO0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0582
 HO0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0582.GEOID18 height accuracy estimate available here.
 HO0582
 HO0582.Click photographs - Photos may exist for this station.
 HO0582
 HO0582.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0582
 HO0582. The following values were computed from the NAD 83(1994) position.
 HO0582
 HO0582;                    North         East     Units Scale Factor Converg.
 HO0582;SPC UT S     - 3,108,022.059   406,781.237   MT  0.99995465   -0 38 49.6
 HO0582;SPC UT S     -10,196,902.37  1,334,581.44   sFT  0.99995465   -0 38 49.6
 HO0582;UTM  12      - 4,166,484.542   362,692.778   MT  0.99983222   -0 57 01.5
 HO0582
 HO0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0582!SPC UT S     -   0.99959385  x   0.99995465  =   0.99954852
 HO0582!UTM  12      -   0.99959385  x   0.99983222  =   0.99942614
 HO0582
 HO0582:                Primary Azimuth Mark                     Grid Az
 HO0582:SPC UT S     -  HENRIE                                   243 53 14.5
 HO0582:UTM  12      -  HENRIE                                   244 11 26.4
 HO0582
 HO0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG6269266484(NAD 83)
 HO0582
 HO0582|---------------------------------------------------------------------|
 HO0582| PID    Reference Object                     Distance      Geod. Az  |
 HO0582|                                                           dddmmss.s |
 HO0582| HO0585 HENRIE                              APPROX.10.9 KM 2431424.9 |
 HO0582|---------------------------------------------------------------------|
 HO0582
 HO0582                          SUPERSEDED SURVEY CONTROL
 HO0582
 HO0582  NAD 83(1986)-  37 38 06.87356(N)    112 33 22.26800(W) AD(       ) 3
 HO0582  NAD 27      -  37 38 06.94736(N)    112 33 19.50358(W) AD(       ) 3
 HO0582  NGVD 29 (07/19/86) 2608.2    (m)         8557.     (f) VERT ANG       
 HO0582
 HO0582.Superseded values are not recommended for survey control.
 HO0582
 HO0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0582.See file dsdata.pdf to determine how the superseded data were derived.
 HO0582
 HO0582_MARKER: N = NAIL
 HO0582_SETTING: 66 = SET IN ROCK OUTCROP
 HO0582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0582+STABILITY: POSITION/ELEVATION WELL
 HO0582
 HO0582  HISTORY     - Date     Condition        Report By
 HO0582  HISTORY     - 1957     MONUMENTED       USGS
 HO0582
 HO0582                          STATION DESCRIPTION
 HO0582
 HO0582'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 HO0582'LOCATED ABOUT 7.5 MI. SW. FROM HATCH, 7.0 MI. SE. OF PANGUITCH LAKE,
 HO0582'AND 1.0 MI. E. OF HATCH RANCH, ON THE W. END OF A HIGH MESA LOOKING
 HO0582'MOUNTAIN.  STATION IS ON THE HIGHEST PART OF THE MOST SOUTHERN AND
 HO0582'WESTERN PART OF MOUNTAIN.
 HO0582'
 HO0582'TO REACH FROM HATCH POST OFFICE, DRIVE N. ON U.S. HIGHWAY 89 FOR 0.9
 HO0582'MI. TO RD. ON LEFT, LEAVE MAIN HIGHWAY AND DRIVE NW. FOR 3.8 MI. TO
 HO0582'RD. FORKS AND SIGN ---LIME ROCK SPRING---, TAKE RIGHT FORK AND
 HO0582'CONTINUE ON MAIN RD. FOR 1.5 MI. TO RD. FORKS, TAKE RIGHT FORK AND
 HO0582'CONTINUE 2.2 MI. TO RD. FORKS, TAKE LEFT FORK 1.0 MI. TO RD. FORKS
 HO0582'ON TOP OF RIDGE, TAKE RIGHT FORK AND DRIVE DOWN INTO SADDLE AND END
 HO0582'OF RD.  LEAVE TRUCK AND PACK SE. TO HIGHEST POINT AND STATION.  ABOUT
 HO0582'10 MINUTE WALK.
 HO0582'
 HO0582'STATION MARK--COPPER NAIL AND WASHER, CEMENTED IN DRILL HOLE IN ROCK
 HO0582'LEVEL WITH GROUND.
 HO0582'
 HO0582'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0583 ***********************************************************************
 HO0583  DESIGNATION -  1 6A
 HO0583  PID         -  HO0583
 HO0583  STATE/COUNTY-  UT/GARFIELD
 HO0583  COUNTRY     -  US
 HO0583  USGS QUAD   -  ASAY BENCH (2017)
 HO0583
 HO0583                         *CURRENT SURVEY CONTROL
 HO0583  ______________________________________________________________________
 HO0583* NAD 83(1994) POSITION- 37 36 40.34060(N) 112 30 34.68391(W)   ADJUSTED
 HO0583* NAVD 88 ORTHO HEIGHT -  2451.7   (meters)     8044.    (feet) VERTCON3
 HO0583  ______________________________________________________________________
 HO0583  GEOID HEIGHT    -        -20.451 (meters)                     GEOID18
 HO0583  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 HO0583  HORZ ORDER      -  THIRD
 HO0583
 HO0583.The horizontal coordinates were established by classical geodetic methods
 HO0583.and adjusted by the National Geodetic Survey in November 1997.
 HO0583
 HO0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0583
 HO0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0583.GEOID18 height accuracy estimate available here.
 HO0583
 HO0583.Click photographs - Photos may exist for this station.
 HO0583
 HO0583.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0583
 HO0583. The following values were computed from the NAD 83(1994) position.
 HO0583
 HO0583;                    North         East     Units Scale Factor Converg.
 HO0583;SPC UT S     - 3,105,309.047   410,860.866   MT  0.99995583   -0 37 06.9
 HO0583;SPC UT S     -10,188,001.43  1,347,966.02   sFT  0.99995583   -0 37 06.9
 HO0583;UTM  12      - 4,163,750.342   366,757.471   MT  0.99981868   -0 55 17.3
 HO0583
 HO0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0583!SPC UT S     -   0.99961864  x   0.99995583  =   0.99957448
 HO0583!UTM  12      -   0.99961864  x   0.99981868  =   0.99943739
 HO0583
 HO0583:                Primary Azimuth Mark                     Grid Az
 HO0583:SPC UT S     -  HENRIE                                   261 29 57.6
 HO0583:UTM  12      -  HENRIE                                   261 48 08.0
 HO0583
 HO0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG6675763750(NAD 83)
 HO0583
 HO0583|---------------------------------------------------------------------|
 HO0583| PID    Reference Object                     Distance      Geod. Az  |
 HO0583|                                                           dddmmss.s |
 HO0583| HO0585 HENRIE                              APPROX.14.0 KM 2605250.7 |
 HO0583|---------------------------------------------------------------------|
 HO0583
 HO0583                          SUPERSEDED SURVEY CONTROL
 HO0583
 HO0583  NAD 83(1986)-  37 36 40.33862(N)    112 30 34.68388(W) AD(       ) 3
 HO0583  NAD 27      -  37 36 40.41267(N)    112 30 31.92779(W) AD(       ) 3
 HO0583  NGVD 29 (07/19/86) 2450.3    (m)         8039.     (f) VERT ANG       
 HO0583
 HO0583.Superseded values are not recommended for survey control.
 HO0583
 HO0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0583.See file dsdata.pdf to determine how the superseded data were derived.
 HO0583
 HO0583_MARKER: N = NAIL
 HO0583_SETTING: 66 = SET IN ROCK OUTCROP
 HO0583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0583+STABILITY: POSITION/ELEVATION WELL
 HO0583
 HO0583  HISTORY     - Date     Condition        Report By
 HO0583  HISTORY     - 1957     MONUMENTED       USGS
 HO0583
 HO0583                          STATION DESCRIPTION
 HO0583
 HO0583'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 HO0583'LOCATED ABOUT 5.5 MI. SW. OF HATCH, 2 MI. SW. OF PANGUITCH FISH
 HO0583'HATCHERY, ON A SMALL, BRUSH COVERED TOP, AT A POINT ABOUT 1000 FT. S.
 HO0583'WHERE RIDGE MAKES A TURN TO S. AND W.
 HO0583'
 HO0583'TO REACH FROM HATCH POST OFFICE, DRIVE SW. ON U.S. HIGHWAY 89 FOR
 HO0583'2.5 MI. TO A RD. FORK ON RIGHT, TAKE TRACK RD. TO RIGHT AND FOLLOW
 HO0583'RD. UP BRUSH BENCH FOR 2.8 MI. TO END OF RD. IN A LARGE SADDLE.
 HO0583'LEAVE TRUCK AND CLIMB HILL TO W., WALK ALONG RIDGE ABOUT 1 MI. TO
 HO0583'STATION.
 HO0583'
 HO0583'STATION MARK--COPPER NAIL AND WASHER, CEMENTED IN ROCK LEVEL WITH
 HO0583'GROUND.
 HO0583'
 HO0583'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0651 ***********************************************************************
 JO0651  DESIGNATION -  1 DOR
 JO0651  PID         -  JO0651
 JO0651  STATE/COUNTY-  UT/BEAVER
 JO0651  COUNTRY     -  US
 JO0651  USGS QUAD   -  PINE VALLEY HARDPAN SOUTH (2017)
 JO0651
 JO0651                         *CURRENT SURVEY CONTROL
 JO0651  ______________________________________________________________________
 JO0651* NAD 83(1986) POSITION- 38 31 41.     (N) 113 40 22.     (W)   SCALED
 JO0651* NAVD 88 ORTHO HEIGHT -  1591.612 (meters)     5221.81  (feet) POSTED
 JO0651  ______________________________________________________________________
 JO0651  GEOID HEIGHT    -        -21.330 (meters)                     GEOID18
 JO0651  DYNAMIC HEIGHT  -       1589.92  (meters)     5216.3   (feet) COMP
 JO0651  MODELED GRAVITY -    979,510.0   (mgal)                       NAVD 88
 JO0651
 JO0651  VERT ORDER      -  * POSTED, SEE BELOW
 JO0651
 JO0651.The horizontal coordinates were scaled from a map and have
 JO0651.an estimated accuracy of +/- 6 seconds.
 JO0651
 JO0651.The orthometric height was determined by differential leveling
 JO0651.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0651
 JO0651.* This is a POSTED BENCH MARK height.
 JO0651
 JO0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0651.GEOID18 height accuracy estimate available here.
 JO0651
 JO0651.Click photographs - Photos may exist for this station.
 JO0651
 JO0651.The dynamic height is computed by dividing the NAVD 88
 JO0651.geopotential number by the normal gravity value computed on the
 JO0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0651.degrees latitude (g = 980.6199 gals.).
 JO0651
 JO0651.The modeled gravity was interpolated from observed gravity values.
 JO0651
 JO0651;                    North         East    Units  Estimated Accuracy
 JO0651;SPC UT S     - 3,208,800.      310,550.      MT  (+/- 180 meters Scaled)
 JO0651
 JO0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH670677(NAD 83)
 JO0651
 JO0651                          SUPERSEDED SURVEY CONTROL
 JO0651
 JO0651.No superseded survey control is available for this station.
 JO0651
 JO0651_MARKER: DB = BENCH MARK DISK
 JO0651_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0651_STAMPING: 1 DOR 1971 5218
 JO0651_MARK LOGO: USGS
 JO0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0651
 JO0651  HISTORY     - Date     Condition        Report By
 JO0651  HISTORY     - 1971     MONUMENTED       USGS
 JO0651
 JO0651                          STATION DESCRIPTION
 JO0651
 JO0651'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0651'78.4 KM (48.70 MI) NNW FROM LUND.
 JO0651'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0651'AND PINE VALLEY ROAD, PROCEED 48.7 MILES WEST AND NORTH ALONG PINE
 JO0651'VALLEY ROAD TO THE INTERSECTION OF STATE HIGHWAY 21, 38.6 MILES
 JO0651'SOUTHEAST OF THE GARRISON POST OFFICE ALONG STATE HIGHWAY 21, 218
 JO0651'FEET SOUTH OF STATE HIGHWAY 21, 97 FEET WEST OF THE CENTER OF PINE
 JO0651'VALLEY ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH
 JO0651'ENCASED IN A PIPE PROJECTING 3 INCHES.
 JO0651'THE MARK IS 2 FT  N FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0671 ***********************************************************************
 HO0671  DESIGNATION -  1 DOR
 HO0671  PID         -  HO0671
 HO0671  STATE/COUNTY-  UT/WASHINGTON
 HO0671  COUNTRY     -  US
 HO0671  USGS QUAD   -  ENTERPRISE (2017)
 HO0671
 HO0671                         *CURRENT SURVEY CONTROL
 HO0671  ______________________________________________________________________
 HO0671* NAD 83(1986) POSITION- 37 35 02.     (N) 113 43 06.     (W)   SCALED
 HO0671* NAVD 88 ORTHO HEIGHT -  1618.249 (meters)     5309.21  (feet) POSTED
 HO0671  ______________________________________________________________________
 HO0671  GEOID HEIGHT    -        -23.244 (meters)                     GEOID18
 HO0671  DYNAMIC HEIGHT  -       1616.40  (meters)     5303.1   (feet) COMP
 HO0671  MODELED GRAVITY -    979,432.4   (mgal)                       NAVD 88
 HO0671
 HO0671  VERT ORDER      -  * POSTED, SEE BELOW
 HO0671
 HO0671.The horizontal coordinates were scaled from a map and have
 HO0671.an estimated accuracy of +/- 6 seconds.
 HO0671
 HO0671.The orthometric height was determined by differential leveling
 HO0671.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0671
 HO0671.* This is a POSTED BENCH MARK height.
 HO0671
 HO0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0671.GEOID18 height accuracy estimate available here.
 HO0671
 HO0671.Click photographs - Photos may exist for this station.
 HO0671
 HO0671.The dynamic height is computed by dividing the NAVD 88
 HO0671.geopotential number by the normal gravity value computed on the
 HO0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0671.degrees latitude (g = 980.6199 gals.).
 HO0671
 HO0671.The modeled gravity was interpolated from observed gravity values.
 HO0671
 HO0671;                    North         East    Units  Estimated Accuracy
 HO0671;SPC UT S     - 3,104,120.      304,090.      MT  (+/- 180 meters Scaled)
 HO0671
 HO0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG599631(NAD 83)
 HO0671
 HO0671                          SUPERSEDED SURVEY CONTROL
 HO0671
 HO0671  NGVD 29 (??/??/92) 1617.14   (m)         5305.6    (f) COMPUTED    2 0
 HO0671
 HO0671.Superseded values are not recommended for survey control.
 HO0671
 HO0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0671.See file dsdata.pdf to determine how the superseded data were derived.
 HO0671
 HO0671_MARKER: DD = SURVEY DISK
 HO0671_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0671_STAMPING: 1 DOR 1971
 HO0671_MARK LOGO: USGS
 HO0671_PROJECTION: FLUSH
 HO0671_MAGNETIC: I = MARKER IS A STEEL ROD
 HO0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0671+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HO0671
 HO0671  HISTORY     - Date     Condition        Report By
 HO0671  HISTORY     - 1971     MONUMENTED       USGS
 HO0671
 HO0671                          STATION DESCRIPTION
 HO0671
 HO0671'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0671'FROM ENTERPRISE (AT MAIN STREET), UTAH, PROCEED 0.8 MILES NORTH ALONG
 HO0671'CENTER STREET (OLD HIGHWAY 18) TO A POWERLINE CROSSING (UNDER THE
 HO0671'POWERLINE), SOUTH OF A RAIL SPIKE, 34 FEET EAST-SOUTHEAST AND 2 FEET
 HO0671'LOWER THAN THE ROAD, 10 FEET NORTH-NORTHEAST OF A POWER POLE, 1.3
 HO0671'FEET WEST OF A WITNESS AND A FENCE, ON A 5/8 INCH COPPER-COATED ROD
 HO0671'DRIVEN TO REFUSAL ENCASED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0142 ***********************************************************************
 LO0142  DESIGNATION -  1 EMH
 LO0142  PID         -  LO0142
 LO0142  STATE/COUNTY-  UT/DUCHESNE
 LO0142  COUNTRY     -  US
 LO0142  USGS QUAD   -  STRAWBERRY PINNACLES (2017)
 LO0142
 LO0142                         *CURRENT SURVEY CONTROL
 LO0142  ______________________________________________________________________
 LO0142* NAD 83(1986) POSITION- 40 12 25.7    (N) 110 43 50.4    (W)   HD_HELD2
 LO0142* NAVD 88 ORTHO HEIGHT -  2033.668 (meters)     6672.13  (feet) ADJUSTED
 LO0142  ______________________________________________________________________
 LO0142  GEOID HEIGHT    -        -16.273 (meters)                     GEOID18
 LO0142  DYNAMIC HEIGHT  -       2031.598 (meters)     6665.33  (feet) COMP
 LO0142  MODELED GRAVITY -    979,535.5   (mgal)                       NAVD 88
 LO0142
 LO0142  VERT ORDER      -  SECOND    CLASS 0
 LO0142
 LO0142.The horizontal coordinates were established by autonomous hand held GPS
 LO0142.observations and have an estimated accuracy of +/- 10 meters.
 LO0142
 LO0142.The orthometric height was determined by differential leveling and
 LO0142.adjusted by the NATIONAL GEODETIC SURVEY
 LO0142.in June 1991.
 LO0142
 LO0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0142.GEOID18 height accuracy estimate available here.
 LO0142
 LO0142.Click photographs - Photos may exist for this station.
 LO0142
 LO0142.The dynamic height is computed by dividing the NAVD 88
 LO0142.geopotential number by the normal gravity value computed on the
 LO0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0142.degrees latitude (g = 980.6199 gals.).
 LO0142
 LO0142.The modeled gravity was interpolated from observed gravity values.
 LO0142
 LO0142;                    North         East    Units  Estimated Accuracy
 LO0142;SPC UT C     - 2,208,311.      565,491.      MT  (+/- 10 meters HH2 GPS)
 LO0142
 LO0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK2292050782(NAD 83)
 LO0142
 LO0142                          SUPERSEDED SURVEY CONTROL
 LO0142
 LO0142  NGVD 29 (??/??/92) 2032.31   (m)         6667.7    (f) COMPUTED    2 0
 LO0142
 LO0142.Superseded values are not recommended for survey control.
 LO0142
 LO0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0142.See file dsdata.pdf to determine how the superseded data were derived.
 LO0142
 LO0142_MARKER: DD = SURVEY DISK
 LO0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0142_SP_SET: CULVERT
 LO0142_STAMPING: 1 EMH 6668 1959
 LO0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0142
 LO0142  HISTORY     - Date     Condition        Report By
 LO0142  HISTORY     - 1959     MONUMENTED       USGS
 LO0142  HISTORY     - 1962     GOOD             CGS
 LO0142
 LO0142                          STATION DESCRIPTION
 LO0142
 LO0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0142'6.45 MI E FROM FRUITLAND.
 LO0142'6.45 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LO0142'FRUITLAND, AT THE JUNCTION OF STATE HIGHWAY 208, 375 FEET NORTH OF THE
 LO0142'CENTER LINE OF U.S. HIGHWAY 40, 46 1/2 FEET EAST OF THE CENTER LINE OF
 LO0142'STATE HIGHWAY 208, IN THE TOP OF A MASSIVE SANDSTONE OUTCROP WHICH
 LO0142'PROJECTS 2 1/2 FEET ABOVE THE GROUND, 29 FEET EAST-NORTHEAST OF THE
 LO0142'CENTER OF THE EAST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 4.1
 LO0142'FEET EAST OF A WITNESS POST, AND ABOUT 2 1/2 FEET HIGHER THAN THE
 LO0142'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0586 ***********************************************************************
 MS0586  DESIGNATION -  1 FMK
 MS0586  PID         -  MS0586
 MS0586  STATE/COUNTY-  UT/BOX ELDER
 MS0586  COUNTRY     -  US
 MS0586  USGS QUAD   -  SUNSET PASS (2017)
 MS0586
 MS0586                         *CURRENT SURVEY CONTROL
 MS0586  ______________________________________________________________________
 MS0586* NAD 83(1986) POSITION- 41 38 00.4    (N) 112 32 53.8    (W)   HD_HELD2
 MS0586* NAVD 88 ORTHO HEIGHT -  1515.871 (meters)     4973.32  (feet) ADJUSTED
 MS0586  ______________________________________________________________________
 MS0586  GEOID HEIGHT    -        -15.692 (meters)                     GEOID18
 MS0586  DYNAMIC HEIGHT  -       1514.789 (meters)     4969.77  (feet) COMP
 MS0586  MODELED GRAVITY -    979,855.7   (mgal)                       NAVD 88
 MS0586
 MS0586  VERT ORDER      -  FIRST     CLASS II
 MS0586
 MS0586.The horizontal coordinates were established by autonomous hand held GPS
 MS0586.observations and have an estimated accuracy of +/- 10 meters.
 MS0586
 MS0586.The orthometric height was determined by differential leveling and
 MS0586.adjusted by the NATIONAL GEODETIC SURVEY
 MS0586.in June 1991.
 MS0586
 MS0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0586.GEOID18 height accuracy estimate available here.
 MS0586
 MS0586.Click photographs - Photos may exist for this station.
 MS0586
 MS0586.The dynamic height is computed by dividing the NAVD 88
 MS0586.geopotential number by the normal gravity value computed on the
 MS0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0586.degrees latitude (g = 980.6199 gals.).
 MS0586
 MS0586.The modeled gravity was interpolated from observed gravity values.
 MS0586
 MS0586;                    North         East    Units  Estimated Accuracy
 MS0586;SPC UT N     - 1,144,907.      412,657.      MT  (+/- 10 meters HH2 GPS)
 MS0586
 MS0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM7104010237(NAD 83)
 MS0586
 MS0586                          SUPERSEDED SURVEY CONTROL
 MS0586
 MS0586.No superseded survey control is available for this station.
 MS0586
 MS0586_MARKER: DB = BENCH MARK DISK
 MS0586_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0586+WITH SETTING: INFORMATION.
 MS0586_STAMPING: 4970 1 FMK 1966
 MS0586_MARK LOGO: USGS
 MS0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0586
 MS0586  HISTORY     - Date     Condition        Report By
 MS0586  HISTORY     - 1966     MONUMENTED       USGS
 MS0586  HISTORY     - 1984     GOOD             NGS
 MS0586
 MS0586                          STATION DESCRIPTION
 MS0586
 MS0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0586'1.6 KM (1.0 MI) NORTH FROM PROMONTORY.
 MS0586'1.58 KM (0.98 MI) NORTH ALONG A PAVED ROAD FROM THE GOLDEN SPIKE
 MS0586'MONUMENT IN PROMONTORY, IN THE SOUTHEAST CORNER OF THE INTERSECTION OF
 MS0586'A GRAVEL ROAD, 16.8 METERS (55 FT) SOUTH OF THE CENTER OF AN EAST-WEST
 MS0586'ROAD, 29.6 METERS (97 FT) EAST OF THE CENTER OF A NORTH-SOUTH ROAD,
 MS0586'4.9 METERS (16 FT) EAST OF A POWER P0LE WITH THREE GUY WIRES,
 MS0586'2.8 METERS (9.0 FT) SOUTHWEST OF A FENCE CORNER AND 0.3 METER (1 FT)
 MS0586'NORTHWEST OF A FENCE, SET TO AN UNKNOWN DEPTH FLUSH.
 MS0586'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 MS0586'THE MARK IS ABOVE LEVEL WITH THE ROADS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0562 ***********************************************************************
 MR0562  DESIGNATION -  1 FMK
 MR0562  PID         -  MR0562
 MR0562  STATE/COUNTY-  UT/MORGAN
 MR0562  COUNTRY     -  US
 MR0562  USGS QUAD   -  SNOW BASIN (2017)
 MR0562
 MR0562                         *CURRENT SURVEY CONTROL
 MR0562  ______________________________________________________________________
 MR0562* NAD 83(1986) POSITION- 41 08 13.     (N) 111 47 45.     (W)   SCALED
 MR0562* NAVD 88 ORTHO HEIGHT -  1477.975 (meters)     4848.99  (feet) ADJUSTED
 MR0562  ______________________________________________________________________
 MR0562  GEOID HEIGHT    -        -16.256 (meters)                     GEOID18
 MR0562  DYNAMIC HEIGHT  -       1476.784 (meters)     4845.08  (feet) COMP
 MR0562  MODELED GRAVITY -    979,767.1   (mgal)                       NAVD 88
 MR0562
 MR0562  VERT ORDER      -  FIRST     CLASS II
 MR0562
 MR0562.The horizontal coordinates were scaled from a map and have
 MR0562.an estimated accuracy of +/- 6 seconds.
 MR0562
 MR0562.The orthometric height was determined by differential leveling and
 MR0562.adjusted by the NATIONAL GEODETIC SURVEY
 MR0562.in June 1991.
 MR0562
 MR0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0562.GEOID18 height accuracy estimate available here.
 MR0562
 MR0562.Click photographs - Photos may exist for this station.
 MR0562
 MR0562.The dynamic height is computed by dividing the NAVD 88
 MR0562.geopotential number by the normal gravity value computed on the
 MR0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0562.degrees latitude (g = 980.6199 gals.).
 MR0562
 MR0562.The modeled gravity was interpolated from observed gravity values.
 MR0562
 MR0562;                    North         East    Units  Estimated Accuracy
 MR0562;SPC UT N     - 1,089,280.      475,160.      MT  (+/- 180 meters Scaled)
 MR0562
 MR0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL332542(NAD 83)
 MR0562
 MR0562                          SUPERSEDED SURVEY CONTROL
 MR0562
 MR0562  NGVD 29 (06/08/92) 1476.908  (m)         4845.49   (f) ADJUSTED    1 2
 MR0562
 MR0562.Superseded values are not recommended for survey control.
 MR0562
 MR0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0562.See file dsdata.pdf to determine how the superseded data were derived.
 MR0562
 MR0562_MARKER: DB = BENCH MARK DISK
 MR0562_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MR0562_SP_SET: WINGWALL
 MR0562_STAMPING: 1 FMK 1974
 MR0562_MARK LOGO: USGS
 MR0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0562+STABILITY: SURFACE MOTION
 MR0562
 MR0562  HISTORY     - Date     Condition        Report By
 MR0562  HISTORY     - 1974     MONUMENTED       USGS
 MR0562  HISTORY     - 1983     GOOD             NGS
 MR0562
 MR0562                          STATION DESCRIPTION
 MR0562
 MR0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0562'15.4 KM (9.55 MI) NW FROM MORGAN.
 MR0562'15.4 KM (9.55 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0562'THE STATION IN MORGAN, IN TOP OF THE NORTHWEST CONCRETE WINGWALL OF
 MR0562'RAILROAD BRIDGE NUMBER 977.57, 0.7 KM (0.45 MI) EAST OF MILEPOST 978,
 MR0562'68.0 METERS (223.1 FT) EAST OF HIGHWAY MILEPOST 94, AND 9.1 METERS
 MR0562'(29.9 FT) NORTH OF THE NEAR RAIL.
 MR0562'THE MARK IS 0.4 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0081 ***********************************************************************
 KN0081  DESIGNATION -  1 FMK
 KN0081  PID         -  KN0081
 KN0081  STATE/COUNTY-  UT/EMERY
 KN0081  COUNTRY     -  US
 KN0081  USGS QUAD   -  POISON SPRING BENCH (2017)
 KN0081
 KN0081                         *CURRENT SURVEY CONTROL
 KN0081  ______________________________________________________________________
 KN0081* NAD 83(1986) POSITION- 39 22 52.5    (N) 110 54 33.4    (W)   HD_HELD2
 KN0081* NAVD 88 ORTHO HEIGHT -  1800.67  (+/-2cm)     5907.7   (feet) VERTCON3
 KN0081  ______________________________________________________________________
 KN0081  GEOID HEIGHT    -        -17.143 (meters)                     GEOID18
 KN0081  VERT ORDER      -  ? (See Below)
 KN0081
 KN0081.The horizontal coordinates were established by autonomous hand held GPS
 KN0081.observations and have an estimated accuracy of +/- 10 meters.
 KN0081
 KN0081.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0081
 KN0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0081.GEOID18 height accuracy estimate available here.
 KN0081
 KN0081.The vertical order pertains to the NGVD 29 superseded value.
 KN0081
 KN0081.Click photographs - Photos may exist for this station.
 KN0081
 KN0081;                    North         East    Units  Estimated Accuracy
 KN0081;SPC UT C     - 2,116,507.      550,892.      MT  (+/- 10 meters HH2 GPS)
 KN0081
 KN0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ0781359089(NAD 83)
 KN0081
 KN0081                          SUPERSEDED SURVEY CONTROL
 KN0081
 KN0081  NGVD 29 (??/??/92) 1799.569  (m)         5904.09   (f) ADJ UNCH       
 KN0081
 KN0081.Superseded values are not recommended for survey control.
 KN0081
 KN0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0081.See file dsdata.pdf to determine how the superseded data were derived.
 KN0081
 KN0081_MARKER: DD = SURVEY DISK
 KN0081_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KN0081_STAMPING: 1 FMK 1969
 KN0081_MARK LOGO: USGS
 KN0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0081
 KN0081  HISTORY     - Date     Condition        Report By
 KN0081  HISTORY     - 1969     MONUMENTED       USGS
 KN0081  HISTORY     - 20091022 GOOD             GEOCAC
 KN0081
 KN0081                          STATION DESCRIPTION
 KN0081
 KN0081'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (FMK)
 KN0081'5.2 MI N FROM HUNTINGTON.
 KN0081'ABOUT 5.2 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL AT
 KN0081'HUNTINGTON, AT THE BASE OF THE NORTH SIDE OF A HILL JUST SOUTH OF A
 KN0081'SAND WASH, 325 FEET WEST OF THE OLD HIGHWAY, 18 FEET NORTH OF A TRACK
 KN0081'ROAD WEST TO A FENCE CORNER, SET ON THE TOP OF A COPPER-COATED STEEL
 KN0081'ROD ENCASED IN A 6-INCH CONCRETE PIPE, THE ROD WAS DRIVEN TO A DEPTH
 KN0081'OF 20 FEET.  THIS MARK WAS SET TO REPLACE H 51.
 KN0081
 KN0081                          STATION RECOVERY (2009)
 KN0081
 KN0081'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 KN0081'STATION IS ONE FOOT SSW 0F A METAL WP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0217 ***********************************************************************
 JO0217  DESIGNATION -  1 HJH
 JO0217  PID         -  JO0217
 JO0217  STATE/COUNTY-  UT/MILLARD
 JO0217  COUNTRY     -  US
 JO0217  USGS QUAD   -  BLACK ROCK (2017)
 JO0217
 JO0217                         *CURRENT SURVEY CONTROL
 JO0217  ______________________________________________________________________
 JO0217* NAD 83(1986) POSITION- 38 39 10.5    (N) 112 58 55.6    (W)   HD_HELD2
 JO0217* NAVD 88 ORTHO HEIGHT -  1493.925 (meters)     4901.32  (feet) ADJUSTED
 JO0217  ______________________________________________________________________
 JO0217  GEOID HEIGHT    -        -20.553 (meters)                     GEOID18
 JO0217  DYNAMIC HEIGHT  -       1492.427 (meters)     4896.40  (feet) COMP
 JO0217  MODELED GRAVITY -    979,573.7   (mgal)                       NAVD 88
 JO0217
 JO0217  VERT ORDER      -  FIRST     CLASS I
 JO0217
 JO0217.The horizontal coordinates were established by autonomous hand held GPS
 JO0217.observations and have an estimated accuracy of +/- 10 meters.
 JO0217
 JO0217.The orthometric height was determined by differential leveling and
 JO0217.adjusted by the NATIONAL GEODETIC SURVEY
 JO0217.in June 1991.
 JO0217
 JO0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0217.GEOID18 height accuracy estimate available here.
 JO0217
 JO0217.Click photographs - Photos may exist for this station.
 JO0217
 JO0217.The dynamic height is computed by dividing the NAVD 88
 JO0217.geopotential number by the normal gravity value computed on the
 JO0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0217.degrees latitude (g = 980.6199 gals.).
 JO0217
 JO0217.The modeled gravity was interpolated from observed gravity values.
 JO0217
 JO0217;                    North         East    Units  Estimated Accuracy
 JO0217;SPC UT C     - 2,036,551.      370,977.      MT  (+/- 10 meters HH2 GPS)
 JO0217
 JO0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH2752280125(NAD 83)
 JO0217
 JO0217                          SUPERSEDED SURVEY CONTROL
 JO0217
 JO0217  NGVD 29 (??/??/92) 1492.620  (m)         4897.04   (f) ADJ UNCH    1 1
 JO0217
 JO0217.Superseded values are not recommended for survey control.
 JO0217
 JO0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0217.See file dsdata.pdf to determine how the superseded data were derived.
 JO0217
 JO0217_MARKER: DB = BENCH MARK DISK
 JO0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0217_STAMPING: 1 HJH 4898 1958
 JO0217_MARK LOGO: USGS
 JO0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0217+STABILITY: SURFACE MOTION
 JO0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0217+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2011
 JO0217
 JO0217  HISTORY     - Date     Condition        Report By
 JO0217  HISTORY     - 1958     MONUMENTED       USGS
 JO0217  HISTORY     - 1970     GOOD             NGS
 JO0217  HISTORY     - 20110929 GOOD             GEOCAC
 JO0217
 JO0217                          STATION DESCRIPTION
 JO0217
 JO0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0217'4.4 MI S FROM BLACK ROCK.
 JO0217'4.4 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JO0217'BLACK ROCK, 98 FEET SOUTH OF MILEPOLE 595, 89.5 FEET WEST OF THE WEST
 JO0217'RAIL, 41 1/2 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 257, 8.4
 JO0217'FEET EAST OF A FENCE, 28 FEET SOUTH OF THE CENTER LINE OF A ROAD EAST
 JO0217'TO TRACKS, 18 1/2 FEET SOUTH-SOUTHEAST OF THE SOUTH END OF A GATE, 1.2
 JO0217'FEET SOUTH OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE TRACK,
 JO0217'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JO0217'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JO0217
 JO0217                          STATION RECOVERY (2011)
 JO0217
 JO0217'RECOVERY NOTE BY GEOCACHING 2011 (BRB)
 JO0217'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0645 ***********************************************************************
 HO0645  DESIGNATION -  1 LRC
 HO0645  PID         -  HO0645
 HO0645  STATE/COUNTY-  UT/WASHINGTON
 HO0645  COUNTRY     -  US
 HO0645  USGS QUAD   -  CASTLE CLIFF (2017)
 HO0645
 HO0645                         *CURRENT SURVEY CONTROL
 HO0645  ______________________________________________________________________
 HO0645* NAD 83(1986) POSITION- 37 03 54.54   (N) 113 53 18.33   (W)   HD_HELD1
 HO0645* NAVD 88 ORTHO HEIGHT -  1125.764 (meters)     3693.44  (feet) ADJUSTED
 HO0645  ______________________________________________________________________
 HO0645  GEOID HEIGHT    -        -24.879 (meters)                     GEOID18
 HO0645  DYNAMIC HEIGHT  -       1124.594 (meters)     3689.61  (feet) COMP
 HO0645  MODELED GRAVITY -    979,553.5   (mgal)                       NAVD 88
 HO0645  OBS GRAVITY     -    979,553.3   (mgal)                       GRAV_OBS
 HO0645
 HO0645  VERT ORDER      -  FIRST     CLASS II
 HO0645
 HO0645.The horizontal coordinates were determined by differentially corrected
 HO0645.hand held GPS observations or other comparable positioning techniques
 HO0645.and have an estimated accuracy of +/- 3 meters.
 HO0645
 HO0645.The orthometric height was determined by differential leveling and
 HO0645.adjusted by the NATIONAL GEODETIC SURVEY
 HO0645.in June 1991.
 HO0645
 HO0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0645.GEOID18 height accuracy estimate available here.
 HO0645
 HO0645.Click photographs - Photos may exist for this station.
 HO0645
 HO0645.The dynamic height is computed by dividing the NAVD 88
 HO0645.geopotential number by the normal gravity value computed on the
 HO0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0645.degrees latitude (g = 980.6199 gals.).
 HO0645
 HO0645.The modeled gravity was interpolated from observed gravity values.
 HO0645
 HO0645.The observed gravity was obtained from relative gravimeter ties
 HO0645.to the IGSN71 gravity network.
 HO0645
 HO0645;                    North         East    Units  Estimated Accuracy
 HO0645;SPC UT S     - 3,046,937.8     287,600.7     MT  (+/- 3 meters HH1 GPS) 
 HO0645
 HO0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG4318806003(NAD 83)
 HO0645
 HO0645                          SUPERSEDED SURVEY CONTROL
 HO0645
 HO0645  NAVD 88 (??/??/92) 1125.761  (m)         3693.43   (f) POSTED      3  
 HO0645  NGVD 29 (??/??/92) 1124.95   (m)         3690.8    (f) COMPUTED    2 0
 HO0645
 HO0645.Superseded values are not recommended for survey control.
 HO0645
 HO0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0645.See file dsdata.pdf to determine how the superseded data were derived.
 HO0645
 HO0645_MARKER: DD = SURVEY DISK
 HO0645_SETTING: 66 = SET IN ROCK OUTCROP
 HO0645_STAMPING: 3691 FT 1 LRC 1973
 HO0645_MARK LOGO: USGS
 HO0645_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HO0645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0645+STABILITY: POSITION/ELEVATION WELL
 HO0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0645+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 HO0645
 HO0645  HISTORY     - Date     Condition        Report By
 HO0645  HISTORY     - 1973     MONUMENTED       USGS
 HO0645  HISTORY     - 1982     GOOD             NGS
 HO0645  HISTORY     - 20060928 GOOD             GEOCAC
 HO0645
 HO0645                          STATION DESCRIPTION
 HO0645
 HO0645'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HO0645'FROM THE POST OFFICE IN MESQUITE, UTAH, PROCEED 22.5 MILES NORTHEAST
 HO0645'ALONG U S HIGHWAY 91 TO CASTLE ROCK CLIFF, 24.3 MILES WEST OF ST.
 HO0645'GEORGE, 4.6 MILES NORTHEAST OF THE CROSSING OF THE ARIZONA-UTAH STATE
 HO0645'LINE, OPPOSITE OF LYTLE RANCH ROAD, 122 FEET SOUTHEAST OF THE CENTER
 HO0645'OF A CATTLEGUARD, 44 FEET SOUTH AND 2 FEET HIGHER THAN THE CENTERLINE
 HO0645'OF THE HIGHWAY, CEMENTED FLUSH IN A LEDGE AT THE WEST END OF A LARGE
 HO0645'LIMESTONE OUTCROP.
 HO0645
 HO0645                          STATION RECOVERY (1982)
 HO0645
 HO0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0645'36.7 KM (22.9 MI) NE FROM MESQUITE NV.
 HO0645'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 HO0645'MESQUITE, THENCE 36.2 KM (22.6 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 HO0645'IN TOP OF THE SOUTHWEST EDGE OF THE MASSIVE LIMESTONE OUTCROP IN THE
 HO0645'SOUTHWEST END OF CASTLE CLIFF, 0.35 KM (0.2 MI) SOUTHWEST OF MILEPOST
 HO0645'5, 31.25 KM (18.55 MI) WEST OF SANTA CLARA, 13.7 METERS (45 FT)
 HO0645'SOUTHEAST OF THE HIGHWAY CENTERLINE, 7.3 KM (24 FT) EAST OF THE CENTER
 HO0645'OF A TRACK ROAD LEADING SOUTH, 1.2 METERS (4 FT) SOUTHEAST OF THE
 HO0645'NORTHWEST EDGE OF THE OUTCROP, 0.45 METER (1.5 FT) ABOVE THE GROUND.
 HO0645'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 HO0645'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 HO0645
 HO0645                          STATION RECOVERY (2006)
 HO0645
 HO0645'RECOVERY NOTE BY GEOCACHING 2006 (WS)
 HO0645'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0642 ***********************************************************************
 JO0642  DESIGNATION -  10 DOR
 JO0642  PID         -  JO0642
 JO0642  STATE/COUNTY-  UT/BEAVER
 JO0642  COUNTRY     -  US
 JO0642  USGS QUAD   -  LAMERDORF PEAK NW (2017)
 JO0642
 JO0642                         *CURRENT SURVEY CONTROL
 JO0642  ______________________________________________________________________
 JO0642* NAD 83(1986) POSITION- 38 24 18.     (N) 113 41 57.     (W)   SCALED
 JO0642* NAVD 88 ORTHO HEIGHT -  1697.572 (meters)     5569.45  (feet) POSTED
 JO0642  ______________________________________________________________________
 JO0642  GEOID HEIGHT    -        -21.460 (meters)                     GEOID18
 JO0642  DYNAMIC HEIGHT  -       1695.72  (meters)     5563.4   (feet) COMP
 JO0642  MODELED GRAVITY -    979,478.7   (mgal)                       NAVD 88
 JO0642
 JO0642  VERT ORDER      -  * POSTED, SEE BELOW
 JO0642
 JO0642.The horizontal coordinates were scaled from a map and have
 JO0642.an estimated accuracy of +/- 6 seconds.
 JO0642
 JO0642.The orthometric height was determined by differential leveling
 JO0642.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0642
 JO0642.* This is a POSTED BENCH MARK height.
 JO0642
 JO0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0642.GEOID18 height accuracy estimate available here.
 JO0642
 JO0642.Click photographs - Photos may exist for this station.
 JO0642
 JO0642.The dynamic height is computed by dividing the NAVD 88
 JO0642.geopotential number by the normal gravity value computed on the
 JO0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0642.degrees latitude (g = 980.6199 gals.).
 JO0642
 JO0642.The modeled gravity was interpolated from observed gravity values.
 JO0642
 JO0642;                    North         East    Units  Estimated Accuracy
 JO0642;SPC UT S     - 3,195,190.      307,930.      MT  (+/- 180 meters Scaled)
 JO0642
 JO0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH643542(NAD 83)
 JO0642
 JO0642                          SUPERSEDED SURVEY CONTROL
 JO0642
 JO0642.No superseded survey control is available for this station.
 JO0642
 JO0642_MARKER: DB = BENCH MARK DISK
 JO0642_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0642_STAMPING: 10 DOR 1971 5566
 JO0642_MARK LOGO: USGS
 JO0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0642
 JO0642  HISTORY     - Date     Condition        Report By
 JO0642  HISTORY     - 1971     MONUMENTED       USGS
 JO0642
 JO0642                          STATION DESCRIPTION
 JO0642
 JO0642'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0642'63.7 KM (39.60 MI) NNW FROM LUND.
 JO0642'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0642'AND PINE VALLEY ROAD, PROCEED 39.6 MILES WEST AND NORTH ALONG PINE
 JO0642'VALLEY ROAD TO A Y-ROAD SOUTHEAST, 8.8 MILES SOUTH OF STATE HIGHWAY
 JO0642'21, 68 FEET SOUTHWEST OF THE CENTER OF THE Y-ROAD, 44 FEET EAST OF
 JO0642'THE CENTER OF PINE VALLEY ROAD.  OCCUPIED AND ESTABLISHED AS A THIRD
 JO0642'ORDER TRIANGULATION STATION IN 1971 BY THE USGS.  A COPPER-CLAD STEEL
 JO0642'ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JO0642'THE MARK IS 2.3 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0648 ***********************************************************************
 MS0648  DESIGNATION -  10 FMK
 MS0648  PID         -  MS0648
 MS0648  STATE/COUNTY-  UT/BOX ELDER
 MS0648  COUNTRY     -  US
 MS0648  USGS QUAD   -  WARM SPRING HILLS (2017)
 MS0648
 MS0648                         *CURRENT SURVEY CONTROL
 MS0648  ______________________________________________________________________
 MS0648* NAD 83(1986) POSITION- 41 41 06.     (N) 113 32 22.     (W)   SCALED
 MS0648* NAVD 88 ORTHO HEIGHT -  1582.311 (meters)     5191.30  (feet) ADJUSTED
 MS0648  ______________________________________________________________________
 MS0648  GEOID HEIGHT    -        -15.637 (meters)                     GEOID18
 MS0648  DYNAMIC HEIGHT  -       1581.148 (meters)     5187.48  (feet) COMP
 MS0648  MODELED GRAVITY -    979,831.9   (mgal)                       NAVD 88
 MS0648
 MS0648  VERT ORDER      -  FIRST     CLASS II
 MS0648
 MS0648.The horizontal coordinates were scaled from a map and have
 MS0648.an estimated accuracy of +/- 6 seconds.
 MS0648
 MS0648.The orthometric height was determined by differential leveling and
 MS0648.adjusted by the NATIONAL GEODETIC SURVEY
 MS0648.in June 1991.
 MS0648
 MS0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0648.GEOID18 height accuracy estimate available here.
 MS0648
 MS0648.Click photographs - Photos may exist for this station.
 MS0648
 MS0648.The dynamic height is computed by dividing the NAVD 88
 MS0648.geopotential number by the normal gravity value computed on the
 MS0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0648.degrees latitude (g = 980.6199 gals.).
 MS0648
 MS0648.The modeled gravity was interpolated from observed gravity values.
 MS0648
 MS0648;                    North         East    Units  Estimated Accuracy
 MS0648;SPC UT N     - 1,152,100.      330,220.      MT  (+/- 180 meters Scaled)
 MS0648
 MS0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM886179(NAD 83)
 MS0648
 MS0648                          SUPERSEDED SURVEY CONTROL
 MS0648
 MS0648.No superseded survey control is available for this station.
 MS0648
 MS0648_MARKER: DD = SURVEY DISK
 MS0648_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0648_STAMPING: 10 FMK 1971 5188
 MS0648_MARK LOGO: USGS
 MS0648_PROJECTION: PROJECTING 5 CENTIMETERS
 MS0648_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0648_ROD/PIPE-DEPTH: 9.1 meters
 MS0648
 MS0648  HISTORY     - Date     Condition        Report By
 MS0648  HISTORY     - 1971     MONUMENTED       USGS
 MS0648  HISTORY     - 1984     GOOD             NGS
 MS0648
 MS0648                          STATION DESCRIPTION
 MS0648
 MS0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0648'27.6 KM (17.1 MI) SW FROM PARK VALLEY.
 MS0648'27.60 KM (17.15 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0648'AT PARK VALLEY, IN THE NORTHWEST CORNER OF THE T JUNCTION OF A DIRT
 MS0648'ROAD LEADING WEST TO MUDDY RANCH, 0.71 KM (0.44 MI) NORTH OF MILEPOST
 MS0648'39, 22.9 METERS (75 FT) WEST OF THE HIGHWAY CENTERLINE, 21.0 METERS
 MS0648'(69 FT) NORTH OF THE NORTH END OF A CATTLE GUARD AND 0.3 METER (1 FT)
 MS0648'EAST OF THE RIGHT OF WAY FENCE.
 MS0648'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 MS0648'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AH7042 ***********************************************************************
 AH7042  DESIGNATION -  10 GWM
 AH7042  PID         -  AH7042
 AH7042  STATE/COUNTY-  UT/BOX ELDER
 AH7042  COUNTRY     -  US
 AH7042  USGS QUAD   -  LUCIN NW (2017)
 AH7042
 AH7042                         *CURRENT SURVEY CONTROL
 AH7042  ______________________________________________________________________
 AH7042* NAD 83(1994) POSITION- 41 27 12.79261(N) 113 57 04.54393(W)   ADJUSTED
 AH7042* NAVD 88 ORTHO HEIGHT -  1469.02  (+/-2cm)     4819.6   (feet) VERTCON3
 AH7042  ______________________________________________________________________
 AH7042  GEOID HEIGHT    -        -16.486 (meters)                     GEOID18
 AH7042  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 AH7042  HORZ ORDER      -  THIRD
 AH7042  VERT ORDER      -  THIRD ? (See Below)
 AH7042
 AH7042.The horizontal coordinates were established by classical geodetic methods
 AH7042.and adjusted by the National Geodetic Survey in January 1999.
 AH7042
 AH7042.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH7042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH7042
 AH7042.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7042.GEOID18 height accuracy estimate available here.
 AH7042
 AH7042.The vertical order pertains to the NGVD 29 superseded value.
 AH7042
 AH7042.Click photographs - Photos may exist for this station.
 AH7042
 AH7042.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH7042
 AH7042. The following values were computed from the NAD 83(1994) position.
 AH7042
 AH7042;                    North         East     Units Scale Factor Converg.
 AH7042;SPC UT N     - 1,127,290.065   295,217.550   MT  0.99996309   -1 36 58.5
 AH7042;SPC UT N     - 3,698,450.82    968,559.58   sFT  0.99996309   -1 36 58.5
 AH7042;UTM  12      - 4,593,312.749   253,489.915   MT  1.00034790   -1 57 17.1
 AH7042;UTM  11      - 4,593,595.262   754,652.873   MT  1.00039813   +2 01 09.8
 AH7042
 AH7042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7042!SPC UT N     -   0.99977222  x   0.99996309  =   0.99973532
 AH7042!UTM  12      -   0.99977222  x   1.00034790  =   1.00012004
 AH7042!UTM  11      -   0.99977222  x   1.00039813  =   1.00017026
 AH7042
 AH7042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL5348993312(NAD 83)
 AH7042
 AH7042                          SUPERSEDED SURVEY CONTROL
 AH7042
 AH7042  NGVD 29            1467.96   (m)         4816.1    (f) LEVELING    3  
 AH7042
 AH7042.Superseded values are not recommended for survey control.
 AH7042
 AH7042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7042.See file dsdata.pdf to determine how the superseded data were derived.
 AH7042
 AH7042_MARKER: Z = SEE DESCRIPTION
 AH7042_SETTING: 0 = UNSPECIFIED SETTING
 AH7042_STAMPING: 10 GWM 1939 4816
 AH7042_MARK LOGO: USGS
 AH7042_PROJECTION: FLUSH
 AH7042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH7042
 AH7042  HISTORY     - Date     Condition        Report By
 AH7042  HISTORY     - 1939     MONUMENTED       USGS
 AH7042
 AH7042                          STATION DESCRIPTION
 AH7042
 AH7042'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 AH7042'DESCRIBED IN LEVEL LINE BY USGS, 1939, BOOK B 8248 AS FOLLOWS--
 AH7042'TECOMA, 13 MI. NE. OF, ABOUT 0.25 MI. NE. OF 1/4 COR. SECS. 6 AND 31,
 AH7042'TPS. 8 AND 9 N., R. 18 W., 42 FT. W. OF RD., TOP OF CONCRETE POST,
 AH7042'STANDARD TABLET STAMPED---GWM 10 1939 4816---, METAL TAG ON STAKE
 AH7042'---STAMPED--- 4816.2.
 AH7042'STATION MARK, A STANDARD BRASS TABLET STAMPED---GWM 10---SET IN A
 AH7042'CONCRETE POST AS DESCRIBED. LINE NO. 1 LUCIN NO. 2 QUAD UTAH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0525 ***********************************************************************
 MS0525  DESIGNATION -  100 FMK
 MS0525  PID         -  MS0525
 MS0525  STATE/COUNTY-  UT/BOX ELDER
 MS0525  COUNTRY     -  US
 MS0525  USGS QUAD   -  DOLPHIN ISLAND WEST (2017)
 MS0525
 MS0525                         *CURRENT SURVEY CONTROL
 MS0525  ______________________________________________________________________
 MS0525* NAD 83(1986) POSITION- 41 23 06.     (N) 113 04 42.     (W)   SCALED
 MS0525* NAVD 88 ORTHO HEIGHT -  1313.552 (meters)     4309.55  (feet) ADJUSTED
 MS0525  ______________________________________________________________________
 MS0525  GEOID HEIGHT    -        -16.533 (meters)                     GEOID18
 MS0525  DYNAMIC HEIGHT  -       1312.646 (meters)     4306.57  (feet) COMP
 MS0525  MODELED GRAVITY -    979,887.9   (mgal)                       NAVD 88
 MS0525
 MS0525  VERT ORDER      -  SECOND    CLASS 0
 MS0525
 MS0525.The horizontal coordinates were scaled from a map and have
 MS0525.an estimated accuracy of +/- 6 seconds.
 MS0525
 MS0525.The orthometric height was determined by differential leveling and
 MS0525.adjusted by the NATIONAL GEODETIC SURVEY
 MS0525.in June 1991.
 MS0525
 MS0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0525.GEOID18 height accuracy estimate available here.
 MS0525
 MS0525.Click photographs - Photos may exist for this station.
 MS0525
 MS0525.The dynamic height is computed by dividing the NAVD 88
 MS0525.geopotential number by the normal gravity value computed on the
 MS0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0525.degrees latitude (g = 980.6199 gals.).
 MS0525
 MS0525.The modeled gravity was interpolated from observed gravity values.
 MS0525
 MS0525;                    North         East    Units  Estimated Accuracy
 MS0525;SPC UT N     - 1,117,990.      368,000.      MT  (+/- 180 meters Scaled)
 MS0525
 MS0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL262835(NAD 83)
 MS0525
 MS0525                          SUPERSEDED SURVEY CONTROL
 MS0525
 MS0525  NGVD 29 (??/??/92) 1312.59   (m)         4306.4    (f) COMPUTED    2 0
 MS0525
 MS0525.Superseded values are not recommended for survey control.
 MS0525
 MS0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0525.See file dsdata.pdf to determine how the superseded data were derived.
 MS0525
 MS0525_MARKER: DB = BENCH MARK DISK
 MS0525_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0525+WITH SETTING: INFORMATION.
 MS0525_STAMPING: 100 FMK 1966
 MS0525_MARK LOGO: USGS
 MS0525_PROJECTION: FLUSH
 MS0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0525_ROD/PIPE-DEPTH: 0.91 meters
 MS0525
 MS0525  HISTORY     - Date     Condition        Report By
 MS0525  HISTORY     - 1966     MONUMENTED       USGS
 MS0525
 MS0525                          STATION DESCRIPTION
 MS0525
 MS0525'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0525'15.6 KM (9.70 MI) NORTH FROM HOGUP.
 MS0525'1.3 MILES NORTH FROM HOGUP, TO JCT.  OF ROADS NORTH AND NORTHWEST,
 MS0525'THENCE 8.4 MILES NORTH ALONG 4-WHEEL DRIVE ROAD, ON A LOW RIDGE AT
 MS0525'THE SOUTH END OF A 0.5 MILE LONG OUTCROP, 57 FEET NORTH OF THE ROAD,
 MS0525'AND EAST OF A WITNESS POST.
 MS0525'THE MARK IS 2 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0490 ***********************************************************************
 HN0490  DESIGNATION -  100 WF
 HN0490  PID         -  HN0490
 HN0490  STATE/COUNTY-  UT/KANE
 HN0490  COUNTRY     -  US
 HN0490  USGS QUAD   -  BIG HOLLOW WASH (2017)
 HN0490
 HN0490                         *CURRENT SURVEY CONTROL
 HN0490  ______________________________________________________________________
 HN0490* NAD 83(1986) POSITION- 37 26 27.4    (N) 111 11 17.2    (W)   HD_HELD2
 HN0490* NAVD 88 ORTHO HEIGHT -  1411.980 (meters)     4632.47  (feet) ADJUSTED
 HN0490  ______________________________________________________________________
 HN0490  GEOID HEIGHT    -        -22.048 (meters)                     GEOID18
 HN0490  DYNAMIC HEIGHT  -       1410.390 (meters)     4627.25  (feet) COMP
 HN0490  MODELED GRAVITY -    979,455.5   (mgal)                       NAVD 88
 HN0490
 HN0490  VERT ORDER      -  SECOND    CLASS 0
 HN0490
 HN0490.The horizontal coordinates were established by autonomous hand held GPS
 HN0490.observations and have an estimated accuracy of +/- 10 meters.
 HN0490
 HN0490.The orthometric height was determined by differential leveling and
 HN0490.adjusted by the NATIONAL GEODETIC SURVEY
 HN0490.in June 1991.
 HN0490
 HN0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0490.GEOID18 height accuracy estimate available here.
 HN0490
 HN0490.Click photographs - Photos may exist for this station.
 HN0490
 HN0490.The dynamic height is computed by dividing the NAVD 88
 HN0490.geopotential number by the normal gravity value computed on the
 HN0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0490.degrees latitude (g = 980.6199 gals.).
 HN0490
 HN0490.The modeled gravity was interpolated from observed gravity values.
 HN0490
 HN0490;                    North         East    Units  Estimated Accuracy
 HN0490;SPC UT S     - 3,085,978.      527,600.      MT  (+/- 10 meters HH2 GPS)
 HN0490
 HN0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG8335943806(NAD 83)
 HN0490
 HN0490                          SUPERSEDED SURVEY CONTROL
 HN0490
 HN0490  NGVD 29 (??/??/92) 1410.941  (m)         4629.06   (f) ADJ UNCH    2 0
 HN0490
 HN0490.Superseded values are not recommended for survey control.
 HN0490
 HN0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0490.See file dsdata.pdf to determine how the superseded data were derived.
 HN0490
 HN0490_MARKER: DD = SURVEY DISK
 HN0490_SETTING: 66 = SET IN ROCK OUTCROP
 HN0490_STAMPING: 100 W F 1952 4630
 HN0490_MARK LOGO: USGS
 HN0490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0490+STABILITY: POSITION/ELEVATION WELL
 HN0490
 HN0490  HISTORY     - Date     Condition        Report By
 HN0490  HISTORY     - 1952     MONUMENTED       USGS
 HN0490  HISTORY     - 1963     GOOD             CGS
 HN0490
 HN0490                          STATION DESCRIPTION
 HN0490
 HN0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0490'33.25 MI SE FROM ESCALANTE.
 HN0490'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0490'AT ESCALANTE, THENCE 28.25 MILES SOUTHEAST ALONG A DIRT ROAD, AT THE
 HN0490'NORTHWEST END OF A CURVE, IN THE TOP OF A LARGE WHITE OUTCROP WHICH
 HN0490'PROJECTS ABOUT 3 FEET ABOVE THE GROUND, 26 FEET SOUTHWEST OF THE
 HN0490'CENTER LINE OF THE ROAD, 4.5 FEET SOUTHWEST OF A WITNESS POST, AND
 HN0490'ABOUT 4 1/2 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0387 ***********************************************************************
 KN0387  DESIGNATION -  10075
 KN0387  PID         -  KN0387
 KN0387  STATE/COUNTY-  UT/EMERY
 KN0387  COUNTRY     -  US
 KN0387  USGS QUAD   -  RILDA CANYON (2017)
 KN0387
 KN0387                         *CURRENT SURVEY CONTROL
 KN0387  ______________________________________________________________________
 KN0387* NAD 83(1994) POSITION- 39 23 29.96544(N) 111 14 04.84421(W)   ADJUSTED
 KN0387* NAVD 88 ORTHO HEIGHT -  3073.    (meters)    10082.    (feet) SCALED
 KN0387  ______________________________________________________________________
 KN0387  GEOID HEIGHT    -        -16.034 (meters)                     GEOID18
 KN0387  LAPLACE CORR    -          4.38  (seconds)                    DEFLEC18
 KN0387  HORZ ORDER      -  SECOND
 KN0387
 KN0387.The horizontal coordinates were established by classical geodetic methods
 KN0387.and adjusted by the National Geodetic Survey in November 1997.
 KN0387
 KN0387.The orthometric height was scaled from a topographic map.
 KN0387
 KN0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0387.GEOID18 height accuracy estimate available here.
 KN0387
 KN0387.Click photographs - Photos may exist for this station.
 KN0387
 KN0387.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0387
 KN0387. The following values were computed from the NAD 83(1994) position.
 KN0387
 KN0387;                    North         East     Units Scale Factor Converg.
 KN0387;SPC UT C     - 2,117,527.978   522,854.895   MT  0.99992857   +0 10 11.9
 KN0387;SPC UT C     - 6,947,256.37  1,715,399.77   sFT  0.99992857   +0 10 11.9
 KN0387;UTM  12      - 4,360,266.918   479,791.234   MT  0.99960503   -0 08 56.2
 KN0387
 KN0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0387!SPC UT C     -   0.99952056  x   0.99992857  =   0.99944916
 KN0387!UTM  12      -   0.99952056  x   0.99960503  =   0.99912578
 KN0387
 KN0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ7979160266(NAD 83)
 KN0387
 KN0387                          SUPERSEDED SURVEY CONTROL
 KN0387
 KN0387  NAD 83(1986)-  39 23 29.95478(N)    111 14 04.83883(W) AD(       ) 2
 KN0387  NAD 27      -  39 23 30.07600(N)    111 14 02.22100(W) AD(       ) 2
 KN0387
 KN0387.Superseded values are not recommended for survey control.
 KN0387
 KN0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0387.See file dsdata.pdf to determine how the superseded data were derived.
 KN0387
 KN0387_MARKER: DB = BENCH MARK DISK
 KN0387_SETTING: 80 = SET IN A BOULDER
 KN0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0387+STABILITY: SURFACE MOTION
 KN0387
 KN0387  HISTORY     - Date     Condition        Report By
 KN0387  HISTORY     - 1938     MONUMENTED       CGS
 KN0387
 KN0387                          STATION DESCRIPTION
 KN0387
 KN0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KN0387'USGS BENCH MARK IS A BRONZE DISK SET IN A LARGE BOULDER THAT
 KN0387'LIES ON TOP OF THE GROUND.  IT IS STAMPED 10075 FEET ELEVATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0679 ***********************************************************************
 HO0679  DESIGNATION -  101 DOR
 HO0679  PID         -  HO0679
 HO0679  STATE/COUNTY-  UT/IRON
 HO0679  COUNTRY     -  US
 HO0679  USGS QUAD   -  HEIST (2017)
 HO0679
 HO0679                         *CURRENT SURVEY CONTROL
 HO0679  ______________________________________________________________________
 HO0679* NAD 83(1986) POSITION- 37 51 38.     (N) 113 49 07.     (W)   SCALED
 HO0679* NAVD 88 ORTHO HEIGHT -  1599.202 (meters)     5246.72  (feet) POSTED
 HO0679  ______________________________________________________________________
 HO0679  GEOID HEIGHT    -        -22.856 (meters)                     GEOID18
 HO0679  DYNAMIC HEIGHT  -       1597.42  (meters)     5240.9   (feet) COMP
 HO0679  MODELED GRAVITY -    979,456.4   (mgal)                       NAVD 88
 HO0679
 HO0679  VERT ORDER      -  * POSTED, SEE BELOW
 HO0679
 HO0679.The horizontal coordinates were scaled from a map and have
 HO0679.an estimated accuracy of +/- 6 seconds.
 HO0679
 HO0679.The orthometric height was determined by differential leveling
 HO0679.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0679
 HO0679.* This is a POSTED BENCH MARK height.
 HO0679
 HO0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0679.GEOID18 height accuracy estimate available here.
 HO0679
 HO0679.Click photographs - Photos may exist for this station.
 HO0679
 HO0679.The dynamic height is computed by dividing the NAVD 88
 HO0679.geopotential number by the normal gravity value computed on the
 HO0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0679.degrees latitude (g = 980.6199 gals.).
 HO0679
 HO0679.The modeled gravity was interpolated from observed gravity values.
 HO0679
 HO0679;                    North         East    Units  Estimated Accuracy
 HO0679;SPC UT S     - 3,135,030.      296,000.      MT  (+/- 180 meters Scaled)
 HO0679
 HO0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG520940(NAD 83)
 HO0679
 HO0679                          SUPERSEDED SURVEY CONTROL
 HO0679
 HO0679  NGVD 29 (??/??/92) 1598.07   (m)         5243.0    (f) COMPUTED    2 0
 HO0679
 HO0679.Superseded values are not recommended for survey control.
 HO0679
 HO0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0679.See file dsdata.pdf to determine how the superseded data were derived.
 HO0679
 HO0679_MARKER: DB = BENCH MARK DISK
 HO0679_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0679_SP_SET: BRIDGE HEADWALL
 HO0679_STAMPING: 101 DOR 1971 5243
 HO0679_MARK LOGO: USGS
 HO0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0679+STABILITY: SURFACE MOTION
 HO0679
 HO0679  HISTORY     - Date     Condition        Report By
 HO0679  HISTORY     - 1971     MONUMENTED       USGS
 HO0679
 HO0679                          STATION DESCRIPTION
 HO0679
 HO0679'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0679'12.9 KM (8.00 MI) NE FROM MODENA.
 HO0679'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND A
 HO0679'RAILROAD TRACK, PROCEED 8.0 MILES NORTHEAST ALONG THE RAILROAD TRACK
 HO0679'TO BRIDGE NUMBER 517.53, IN THE SOUTHEAST END OF THE SOUTHWEST
 HO0679'CONCRETE HEADWALL OF THE BRIDGE.
 HO0679'THE MARK IS 4.5 FT BELOW RAILROAD TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0519 ***********************************************************************
 MS0519  DESIGNATION -  101 FMK
 MS0519  PID         -  MS0519
 MS0519  STATE/COUNTY-  UT/BOX ELDER
 MS0519  COUNTRY     -  US
 MS0519  USGS QUAD   -  HOGUP RIDGE NORTH (2017)
 MS0519
 MS0519                         *CURRENT SURVEY CONTROL
 MS0519  ______________________________________________________________________
 MS0519* NAD 83(1986) POSITION- 41 22 00.     (N) 113 05 30.     (W)   SCALED
 MS0519* NAVD 88 ORTHO HEIGHT -  1295.101 (meters)     4249.01  (feet) ADJUSTED
 MS0519  ______________________________________________________________________
 MS0519  GEOID HEIGHT    -        -16.580 (meters)                     GEOID18
 MS0519  DYNAMIC HEIGHT  -       1294.207 (meters)     4246.08  (feet) COMP
 MS0519  MODELED GRAVITY -    979,888.8   (mgal)                       NAVD 88
 MS0519
 MS0519  VERT ORDER      -  SECOND    CLASS 0
 MS0519
 MS0519.The horizontal coordinates were scaled from a map and have
 MS0519.an estimated accuracy of +/- 6 seconds.
 MS0519
 MS0519.The orthometric height was determined by differential leveling and
 MS0519.adjusted by the NATIONAL GEODETIC SURVEY
 MS0519.in June 1991.
 MS0519
 MS0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0519.GEOID18 height accuracy estimate available here.
 MS0519
 MS0519.Click photographs - Photos may exist for this station.
 MS0519
 MS0519.The dynamic height is computed by dividing the NAVD 88
 MS0519.geopotential number by the normal gravity value computed on the
 MS0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0519.degrees latitude (g = 980.6199 gals.).
 MS0519
 MS0519.The modeled gravity was interpolated from observed gravity values.
 MS0519
 MS0519;                    North         East    Units  Estimated Accuracy
 MS0519;SPC UT N     - 1,115,970.      366,840.      MT  (+/- 180 meters Scaled)
 MS0519
 MS0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL250815(NAD 83)
 MS0519
 MS0519                          SUPERSEDED SURVEY CONTROL
 MS0519
 MS0519  NGVD 29 (??/??/92) 1294.14   (m)         4245.9    (f) COMPUTED    2 0
 MS0519
 MS0519.Superseded values are not recommended for survey control.
 MS0519
 MS0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0519.See file dsdata.pdf to determine how the superseded data were derived.
 MS0519
 MS0519_MARKER: DB = BENCH MARK DISK
 MS0519_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0519_STAMPING: 101 FMK 1966
 MS0519_MARK LOGO: USGS
 MS0519_PROJECTION: FLUSH
 MS0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0519_ROD/PIPE-DEPTH: 11.9 meters
 MS0519
 MS0519  HISTORY     - Date     Condition        Report By
 MS0519  HISTORY     - 1966     MONUMENTED       USGS
 MS0519
 MS0519                          STATION DESCRIPTION
 MS0519
 MS0519'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0519'13.2 KM (8.20 MI) NORTH FROM HOGUP.
 MS0519'1.3 MILES NORTH FROM HOGUP, TO JCT.  OF ROADS NORTH AND NORTHWEST,
 MS0519'THENCE 6.9 MILES NORTH ALONG 4-WHEEL DRIVE ROAD, AT DIRT STOCK TANK,
 MS0519'192 FEET NORTH OF THE CENTER OF THE TANK, 47 FEET SOUTH OF THE ROAD.
 MS0519'THE MARK IS 1 FT  N FROM  A WITNESS POST
 MS0519'THE MARK IS ABOVE LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0680 ***********************************************************************
 HO0680  DESIGNATION -  102 DOR
 HO0680  PID         -  HO0680
 HO0680  STATE/COUNTY-  UT/IRON
 HO0680  COUNTRY     -  US
 HO0680  USGS QUAD   -  HEIST (2017)
 HO0680
 HO0680                         *CURRENT SURVEY CONTROL
 HO0680  ______________________________________________________________________
 HO0680* NAD 83(1986) POSITION- 37 51 25.     (N) 113 49 55.     (W)   SCALED
 HO0680* NAVD 88 ORTHO HEIGHT -  1607.024 (meters)     5272.38  (feet) POSTED
 HO0680  ______________________________________________________________________
 HO0680  GEOID HEIGHT    -        -22.864 (meters)                     GEOID18
 HO0680  DYNAMIC HEIGHT  -       1605.23  (meters)     5266.5   (feet) COMP
 HO0680  MODELED GRAVITY -    979,455.7   (mgal)                       NAVD 88
 HO0680
 HO0680  VERT ORDER      -  * POSTED, SEE BELOW
 HO0680
 HO0680.The horizontal coordinates were scaled from a map and have
 HO0680.an estimated accuracy of +/- 6 seconds.
 HO0680
 HO0680.The orthometric height was determined by differential leveling
 HO0680.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0680
 HO0680.* This is a POSTED BENCH MARK height.
 HO0680
 HO0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0680.GEOID18 height accuracy estimate available here.
 HO0680
 HO0680.Click photographs - Photos may exist for this station.
 HO0680
 HO0680.The dynamic height is computed by dividing the NAVD 88
 HO0680.geopotential number by the normal gravity value computed on the
 HO0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0680.degrees latitude (g = 980.6199 gals.).
 HO0680
 HO0680.The modeled gravity was interpolated from observed gravity values.
 HO0680
 HO0680;                    North         East    Units  Estimated Accuracy
 HO0680;SPC UT S     - 3,134,660.      294,810.      MT  (+/- 180 meters Scaled)
 HO0680
 HO0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG508937(NAD 83)
 HO0680
 HO0680                          SUPERSEDED SURVEY CONTROL
 HO0680
 HO0680  NGVD 29 (??/??/92) 1605.89   (m)         5268.7    (f) COMPUTED    2 0
 HO0680
 HO0680.Superseded values are not recommended for survey control.
 HO0680
 HO0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0680.See file dsdata.pdf to determine how the superseded data were derived.
 HO0680
 HO0680_MARKER: DB = BENCH MARK DISK
 HO0680_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0680_SP_SET: CONCRETE CULVERT
 HO0680_STAMPING: 102 DOR 1971 5269
 HO0680_MARK LOGO: USGS
 HO0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0680+STABILITY: SURFACE MOTION
 HO0680
 HO0680  HISTORY     - Date     Condition        Report By
 HO0680  HISTORY     - 1971     MONUMENTED       USGS
 HO0680
 HO0680                          STATION DESCRIPTION
 HO0680
 HO0680'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0680'11.6 KM (7.20 MI) NE FROM MODENA.
 HO0680'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND A
 HO0680'RAILROAD TRACK, PROCEED 7.2 MILES NORTHEAST ALONG THE RAIROAD TRACK
 HO0680'TO CONCRETE BOX CULVERT NUMBER 516.77, 500 FEET WEST OF A METAL
 HO0680'BUILDING, IN THE SOUTHWEST CORNER OF THE CULVERT.
 HO0680'THE MARK IS 3.5 FT BELOW RAILROAD TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0520 ***********************************************************************
 MS0520  DESIGNATION -  102 FMK
 MS0520  PID         -  MS0520
 MS0520  STATE/COUNTY-  UT/BOX ELDER
 MS0520  COUNTRY     -  US
 MS0520  USGS QUAD   -  HOGUP RIDGE NORTH (2017)
 MS0520
 MS0520                         *CURRENT SURVEY CONTROL
 MS0520  ______________________________________________________________________
 MS0520* NAD 83(1986) POSITION- 41 21 13.     (N) 113 06 06.     (W)   SCALED
 MS0520* NAVD 88 ORTHO HEIGHT -  1307.633 (meters)     4290.13  (feet) ADJUSTED
 MS0520  ______________________________________________________________________
 MS0520  GEOID HEIGHT    -        -16.612 (meters)                     GEOID18
 MS0520  DYNAMIC HEIGHT  -       1306.731 (meters)     4287.17  (feet) COMP
 MS0520  MODELED GRAVITY -    979,888.1   (mgal)                       NAVD 88
 MS0520
 MS0520  VERT ORDER      -  SECOND    CLASS 0
 MS0520
 MS0520.The horizontal coordinates were scaled from a map and have
 MS0520.an estimated accuracy of +/- 6 seconds.
 MS0520
 MS0520.The orthometric height was determined by differential leveling and
 MS0520.adjusted by the NATIONAL GEODETIC SURVEY
 MS0520.in June 1991.
 MS0520
 MS0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0520.GEOID18 height accuracy estimate available here.
 MS0520
 MS0520.Click photographs - Photos may exist for this station.
 MS0520
 MS0520.The dynamic height is computed by dividing the NAVD 88
 MS0520.geopotential number by the normal gravity value computed on the
 MS0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0520.degrees latitude (g = 980.6199 gals.).
 MS0520
 MS0520.The modeled gravity was interpolated from observed gravity values.
 MS0520
 MS0520;                    North         East    Units  Estimated Accuracy
 MS0520;SPC UT N     - 1,114,540.      365,980.      MT  (+/- 180 meters Scaled)
 MS0520
 MS0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL241801(NAD 83)
 MS0520
 MS0520                          SUPERSEDED SURVEY CONTROL
 MS0520
 MS0520  NGVD 29 (??/??/92) 1306.67   (m)         4287.0    (f) COMPUTED    2 0
 MS0520
 MS0520.Superseded values are not recommended for survey control.
 MS0520
 MS0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0520.See file dsdata.pdf to determine how the superseded data were derived.
 MS0520
 MS0520_MARKER: DB = BENCH MARK DISK
 MS0520_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0520_STAMPING: 102 FMK 1966
 MS0520_MARK LOGO: USGS
 MS0520_PROJECTION: FLUSH
 MS0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0520_ROD/PIPE-DEPTH: 3.35 meters
 MS0520
 MS0520  HISTORY     - Date     Condition        Report By
 MS0520  HISTORY     - 1966     MONUMENTED       USGS
 MS0520
 MS0520                          STATION DESCRIPTION
 MS0520
 MS0520'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0520'11.6 KM (7.20 MI) NORTH FROM HOGUP.
 MS0520'1.3 MILES NORTH FROM HOGUP, TO JCT.  OF ROADS NORTH AND NORTHWEST,
 MS0520'THENCE 5.9 MILES NORTH ALONG A 4-WHEEL DRIVE ROAD, IN A
 MS0520'Y-INTERSECTIONOF VERY DIM TRACK ROADS, 82 FEET NORTH AND 15 FEET WEST
 MS0520'OF THE INTERSECTION OF A DRAIN AND THE ROAD, 30 FEET WEST OF THE
 MS0520'NORTH-SOUTH ROAD (FROM THE CENTER OF Y).
 MS0520'THE MARK IS 1 FT  N FROM  A WITNESS POST
 MS0520'THE MARK IS 1 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0495 ***********************************************************************
 HN0495  DESIGNATION -  102 WF
 HN0495  PID         -  HN0495
 HN0495  STATE/COUNTY-  UT/KANE
 HN0495  COUNTRY     -  US
 HN0495  USGS QUAD   -  BIG HOLLOW WASH (2017)
 HN0495
 HN0495                         *CURRENT SURVEY CONTROL
 HN0495  ______________________________________________________________________
 HN0495* NAD 83(1986) POSITION- 37 23 50.6    (N) 111 08 55.6    (W)   HD_HELD2
 HN0495* NAVD 88 ORTHO HEIGHT -  1468.303 (meters)     4817.26  (feet) ADJUSTED
 HN0495  ______________________________________________________________________
 HN0495  GEOID HEIGHT    -        -22.245 (meters)                     GEOID18
 HN0495  DYNAMIC HEIGHT  -       1466.616 (meters)     4811.72  (feet) COMP
 HN0495  MODELED GRAVITY -    979,430.8   (mgal)                       NAVD 88
 HN0495
 HN0495  VERT ORDER      -  SECOND    CLASS 0
 HN0495
 HN0495.The horizontal coordinates were established by autonomous hand held GPS
 HN0495.observations and have an estimated accuracy of +/- 10 meters.
 HN0495
 HN0495.The orthometric height was determined by differential leveling and
 HN0495.adjusted by the NATIONAL GEODETIC SURVEY
 HN0495.in June 1991.
 HN0495
 HN0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0495.GEOID18 height accuracy estimate available here.
 HN0495
 HN0495.Click photographs - Photos may exist for this station.
 HN0495
 HN0495.The dynamic height is computed by dividing the NAVD 88
 HN0495.geopotential number by the normal gravity value computed on the
 HN0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0495.degrees latitude (g = 980.6199 gals.).
 HN0495
 HN0495.The modeled gravity was interpolated from observed gravity values.
 HN0495
 HN0495;                    North         East    Units  Estimated Accuracy
 HN0495;SPC UT S     - 3,081,156.      531,099.      MT  (+/- 10 meters HH2 GPS)
 HN0495
 HN0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG8683138967(NAD 83)
 HN0495
 HN0495                          SUPERSEDED SURVEY CONTROL
 HN0495
 HN0495  NGVD 29 (??/??/92) 1467.244  (m)         4813.78   (f) ADJ UNCH    2 0
 HN0495
 HN0495.Superseded values are not recommended for survey control.
 HN0495
 HN0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0495.See file dsdata.pdf to determine how the superseded data were derived.
 HN0495
 HN0495_MARKER: DD = SURVEY DISK
 HN0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0495_STAMPING: 102 W F 1952 4815
 HN0495_MARK LOGO: USGS
 HN0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0495+STABILITY: SURFACE MOTION
 HN0495
 HN0495  HISTORY     - Date     Condition        Report By
 HN0495  HISTORY     - 1952     MONUMENTED       USGS
 HN0495  HISTORY     - 1963     GOOD             CGS
 HN0495
 HN0495                          STATION DESCRIPTION
 HN0495
 HN0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0495'37.1 MI SE FROM ESCALANTE.
 HN0495'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0495'AT ESCALANTE, THENCE 32.1 MILES SOUTHEAST ALONG A DIRT ROAD, AT THE
 HN0495'SUMMIT OF A LONG GRADE, 18 FEET NORTHEAST OF THE CENTER LINE OF THE
 HN0495'ROAD, 1.0 FOOT SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN
 HN0495'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT
 HN0495'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0681 ***********************************************************************
 HO0681  DESIGNATION -  103 DOR
 HO0681  PID         -  HO0681
 HO0681  STATE/COUNTY-  UT/IRON
 HO0681  COUNTRY     -  US
 HO0681  USGS QUAD   -  HEIST (2017)
 HO0681
 HO0681                         *CURRENT SURVEY CONTROL
 HO0681  ______________________________________________________________________
 HO0681* NAD 83(1986) POSITION- 37 50 54.     (N) 113 51 42.     (W)   SCALED
 HO0681* NAVD 88 ORTHO HEIGHT -  1623.359 (meters)     5325.97  (feet) POSTED
 HO0681  ______________________________________________________________________
 HO0681  GEOID HEIGHT    -        -22.876 (meters)                     GEOID18
 HO0681  DYNAMIC HEIGHT  -       1621.54  (meters)     5320.0   (feet) COMP
 HO0681  MODELED GRAVITY -    979,452.7   (mgal)                       NAVD 88
 HO0681
 HO0681  VERT ORDER      -  * POSTED, SEE BELOW
 HO0681
 HO0681.The horizontal coordinates were scaled from a map and have
 HO0681.an estimated accuracy of +/- 6 seconds.
 HO0681
 HO0681.The orthometric height was determined by differential leveling
 HO0681.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0681
 HO0681.* This is a POSTED BENCH MARK height.
 HO0681
 HO0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0681.GEOID18 height accuracy estimate available here.
 HO0681
 HO0681.Click photographs - Photos may exist for this station.
 HO0681
 HO0681.The dynamic height is computed by dividing the NAVD 88
 HO0681.geopotential number by the normal gravity value computed on the
 HO0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0681.degrees latitude (g = 980.6199 gals.).
 HO0681
 HO0681.The modeled gravity was interpolated from observed gravity values.
 HO0681
 HO0681;                    North         East    Units  Estimated Accuracy
 HO0681;SPC UT S     - 3,133,770.      292,180.      MT  (+/- 180 meters Scaled)
 HO0681
 HO0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG482928(NAD 83)
 HO0681
 HO0681                          SUPERSEDED SURVEY CONTROL
 HO0681
 HO0681  NGVD 29 (??/??/92) 1622.21   (m)         5322.2    (f) COMPUTED    2 0
 HO0681
 HO0681.Superseded values are not recommended for survey control.
 HO0681
 HO0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0681.See file dsdata.pdf to determine how the superseded data were derived.
 HO0681
 HO0681_MARKER: DB = BENCH MARK DISK
 HO0681_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0681_SP_SET: BRIDGE HEADWALL
 HO0681_STAMPING: 103 DOR 1971 5322
 HO0681_MARK LOGO: USGS
 HO0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0681+STABILITY: SURFACE MOTION
 HO0681
 HO0681  HISTORY     - Date     Condition        Report By
 HO0681  HISTORY     - 1971     MONUMENTED       USGS
 HO0681
 HO0681                          STATION DESCRIPTION
 HO0681
 HO0681'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0681'8.7 KM (5.40 MI) NE FROM MODENA.
 HO0681'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND A
 HO0681'RAILROAD TRACK, PROCEED 5.4 MILES NORTHEAST ALONG THE RAILROAD TRACK
 HO0681'TO BRIDGE NUMBER 515.02, ON THE SOUTH SIDE OF THE BRIDGE, IN THE
 HO0681'CENTER OF THE CONCRETE HEADWALL.
 HO0681'THE MARK IS 5 FT BELOW RAILROAD TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0521 ***********************************************************************
 MS0521  DESIGNATION -  103 FMK
 MS0521  PID         -  MS0521
 MS0521  STATE/COUNTY-  UT/BOX ELDER
 MS0521  COUNTRY     -  US
 MS0521  USGS QUAD   -  HOGUP RIDGE NORTH (2017)
 MS0521
 MS0521                         *CURRENT SURVEY CONTROL
 MS0521  ______________________________________________________________________
 MS0521* NAD 83(1986) POSITION- 41 20 17.     (N) 113 06 14.     (W)   SCALED
 MS0521* NAVD 88 ORTHO HEIGHT -  1291.358 (meters)     4236.73  (feet) ADJUSTED
 MS0521  ______________________________________________________________________
 MS0521  GEOID HEIGHT    -        -16.657 (meters)                     GEOID18
 MS0521  DYNAMIC HEIGHT  -       1290.465 (meters)     4233.80  (feet) COMP
 MS0521  MODELED GRAVITY -    979,887.2   (mgal)                       NAVD 88
 MS0521
 MS0521  VERT ORDER      -  SECOND    CLASS 0
 MS0521
 MS0521.The horizontal coordinates were scaled from a map and have
 MS0521.an estimated accuracy of +/- 6 seconds.
 MS0521
 MS0521.The orthometric height was determined by differential leveling and
 MS0521.adjusted by the NATIONAL GEODETIC SURVEY
 MS0521.in June 1991.
 MS0521
 MS0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0521.GEOID18 height accuracy estimate available here.
 MS0521
 MS0521.Click photographs - Photos may exist for this station.
 MS0521
 MS0521.The dynamic height is computed by dividing the NAVD 88
 MS0521.geopotential number by the normal gravity value computed on the
 MS0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0521.degrees latitude (g = 980.6199 gals.).
 MS0521
 MS0521.The modeled gravity was interpolated from observed gravity values.
 MS0521
 MS0521;                    North         East    Units  Estimated Accuracy
 MS0521;SPC UT N     - 1,112,810.      365,760.      MT  (+/- 180 meters Scaled)
 MS0521
 MS0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL239784(NAD 83)
 MS0521
 MS0521                          SUPERSEDED SURVEY CONTROL
 MS0521
 MS0521  NGVD 29 (??/??/92) 1290.39   (m)         4233.6    (f) COMPUTED    2 0
 MS0521
 MS0521.Superseded values are not recommended for survey control.
 MS0521
 MS0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0521.See file dsdata.pdf to determine how the superseded data were derived.
 MS0521
 MS0521_MARKER: DB = BENCH MARK DISK
 MS0521_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0521_STAMPING: 103 FMK 1966
 MS0521_MARK LOGO: USGS
 MS0521_PROJECTION: FLUSH
 MS0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0521_ROD/PIPE-DEPTH: 3.35 meters
 MS0521
 MS0521  HISTORY     - Date     Condition        Report By
 MS0521  HISTORY     - 1966     MONUMENTED       USGS
 MS0521
 MS0521                          STATION DESCRIPTION
 MS0521
 MS0521'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0521'9.7 KM (6.00 MI) NORTH FROM HOGUP.
 MS0521'1.3 MILES WEST FROM HOGUP, TO JCT OF ROADS NORTH AND NORTHWEST,
 MS0521'THENCE 4.7 MILES NORTH ALONG A 4-WHEEL DRIVE ROAD, NEAR ORANGE
 MS0521'COLORED SANDSTONE ROCK, 38 FEET EAST OF THE ROAD,14 FEET SOUTHEAST OF
 MS0521'THE ROCK.
 MS0521'THE MARK IS 1 FT  W FROM  A WITNESS POST
 MS0521'THE MARK IS 2 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0498 ***********************************************************************
 HN0498  DESIGNATION -  103 WF
 HN0498  PID         -  HN0498
 HN0498  STATE/COUNTY-  UT/KANE
 HN0498  COUNTRY     -  US
 HN0498  USGS QUAD   -  BLACKBURN CANYON (2017)
 HN0498
 HN0498                         *CURRENT SURVEY CONTROL
 HN0498  ______________________________________________________________________
 HN0498* NAD 83(1986) POSITION- 37 22 21.1    (N) 111 07 40.4    (W)   HD_HELD2
 HN0498* NAVD 88 ORTHO HEIGHT -  1430.316 (meters)     4692.63  (feet) ADJUSTED
 HN0498  ______________________________________________________________________
 HN0498  GEOID HEIGHT    -        -22.332 (meters)                     GEOID18
 HN0498  DYNAMIC HEIGHT  -       1428.663 (meters)     4687.21  (feet) COMP
 HN0498  MODELED GRAVITY -    979,426.5   (mgal)                       NAVD 88
 HN0498
 HN0498  VERT ORDER      -  SECOND    CLASS 0
 HN0498
 HN0498.The horizontal coordinates were established by autonomous hand held GPS
 HN0498.observations and have an estimated accuracy of +/- 10 meters.
 HN0498
 HN0498.The orthometric height was determined by differential leveling and
 HN0498.adjusted by the NATIONAL GEODETIC SURVEY
 HN0498.in June 1991.
 HN0498
 HN0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0498.GEOID18 height accuracy estimate available here.
 HN0498
 HN0498.Click photographs - Photos may exist for this station.
 HN0498
 HN0498.The dynamic height is computed by dividing the NAVD 88
 HN0498.geopotential number by the normal gravity value computed on the
 HN0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0498.degrees latitude (g = 980.6199 gals.).
 HN0498
 HN0498.The modeled gravity was interpolated from observed gravity values.
 HN0498
 HN0498;                    North         East    Units  Estimated Accuracy
 HN0498;SPC UT S     - 3,078,404.      532,959.      MT  (+/- 10 meters HH2 GPS)
 HN0498
 HN0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG8867636207(NAD 83)
 HN0498
 HN0498                          SUPERSEDED SURVEY CONTROL
 HN0498
 HN0498  NGVD 29 (??/??/92) 1429.255  (m)         4689.15   (f) ADJ UNCH    2 0
 HN0498
 HN0498.Superseded values are not recommended for survey control.
 HN0498
 HN0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0498.See file dsdata.pdf to determine how the superseded data were derived.
 HN0498
 HN0498_MARKER: DD = SURVEY DISK
 HN0498_SETTING: 80 = SET IN A BOULDER
 HN0498_STAMPING: 103 W F 1952 4690
 HN0498_MARK LOGO: USGS
 HN0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0498+STABILITY: SURFACE MOTION
 HN0498
 HN0498  HISTORY     - Date     Condition        Report By
 HN0498  HISTORY     - 1952     MONUMENTED       USGS
 HN0498  HISTORY     - 1963     GOOD             CGS
 HN0498
 HN0498                          STATION DESCRIPTION
 HN0498
 HN0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0498'39.3 MI SE FROM ESCALANTE.
 HN0498'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0498'AT ESCALANTE, THENCE 34.3 MILES SOUTHEAST ALONG A DIRT ROAD, NEAR THE
 HN0498'CROSSING OF A WASH, ON THE INSIDE OF A LARGE HORSESHOE CURVE, IN THE
 HN0498'TOP OF A 3 1/2- BY 1 1/2-FOOT BOULDER WHICH PROJECTS ABOUT 2 FEET
 HN0498'ABOVE THE GROUND, 145 FEET EAST OF THE CENTER LINE OF THE ROAD, AND
 HN0498'ABOUT 1 1/2 FEET LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1114 ***********************************************************************
 LO1114  DESIGNATION -  10380 VA
 LO1114  PID         -  LO1114
 LO1114  STATE/COUNTY-  UT/SUMMIT
 LO1114  COUNTRY     -  US
 LO1114  USGS QUAD   -  ELIZABETH MOUNTAIN (2017)
 LO1114
 LO1114                         *CURRENT SURVEY CONTROL
 LO1114  ______________________________________________________________________
 LO1114* NAD 83(1994) POSITION- 40 58 37.09288(N) 110 43 50.35171(W)   ADJUSTED
 LO1114* NAVD 88 ORTHO HEIGHT -  3158.6   (meters)    10363.    (feet) VERTCON3
 LO1114  ______________________________________________________________________
 LO1114  GEOID HEIGHT    -        -13.202 (meters)                     GEOID18
 LO1114  LAPLACE CORR    -         10.34  (seconds)                    DEFLEC18
 LO1114  HORZ ORDER      -  SECOND
 LO1114
 LO1114.The horizontal coordinates were established by classical geodetic methods
 LO1114.and adjusted by the National Geodetic Survey in November 1997.
 LO1114
 LO1114.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1114
 LO1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1114.GEOID18 height accuracy estimate available here.
 LO1114
 LO1114.Click photographs - Photos may exist for this station.
 LO1114
 LO1114.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1114
 LO1114. The following values were computed from the NAD 83(1994) position.
 LO1114
 LO1114;                    North         East     Units Scale Factor Converg.
 LO1114;SPC UT N     - 1,071,761.862   564,748.751   MT  0.99996820   +0 30 26.2
 LO1114;SPC UT N     - 3,516,272.04  1,852,846.53   sFT  0.99996820   +0 30 26.2
 LO1114;SPC WY W     -   153,165.499   745,521.907   MT  0.99997401   -0 25 28.2
 LO1114;SPC WY W     -   502,510.47  2,445,933.12   sFT  0.99997401   -0 25 28.2
 LO1114;UTM  12      - 4,536,235.473   522,660.368   MT  0.99960632   +0 10 35.9
 LO1114
 LO1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1114!SPC UT N     -   0.99950685  x   0.99996820  =   0.99947507
 LO1114!SPC WY W     -   0.99950685  x   0.99997401  =   0.99948087
 LO1114!UTM  12      -   0.99950685  x   0.99960632  =   0.99911336
 LO1114
 LO1114:                Primary Azimuth Mark                     Grid Az
 LO1114:SPC UT N     -  BRIDGER BUTTE                            031 35 01.6
 LO1114:SPC WY W     -  BRIDGER BUTTE                            032 30 56.0
 LO1114:UTM  12      -  BRIDGER BUTTE                            031 54 51.9
 LO1114
 LO1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL2266036235(NAD 83)
 LO1114
 LO1114|---------------------------------------------------------------------|
 LO1114| PID    Reference Object                     Distance      Geod. Az  |
 LO1114|                                                           dddmmss.s |
 LO1114| MR0797 BRIDGER BUTTE                       APPROX.42.0 KM 0320527.8 |
 LO1114|---------------------------------------------------------------------|
 LO1114
 LO1114                          SUPERSEDED SURVEY CONTROL
 LO1114
 LO1114  NAD 83(1993)-  40 58 37.09277(N)    110 43 50.35156(W) AD(       ) 2
 LO1114  NAD 83(1986)-  40 58 37.07857(N)    110 43 50.34042(W) AD(       ) 2
 LO1114  NAD 27      -  40 58 37.26860(N)    110 43 47.72300(W) AD(       ) 2
 LO1114  NGVD 29 (07/19/86) 3157.0    (m)        10358.     (f) VERT ANG       
 LO1114
 LO1114.Superseded values are not recommended for survey control.
 LO1114
 LO1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1114.See file dsdata.pdf to determine how the superseded data were derived.
 LO1114
 LO1114_MARKER: DB = BENCH MARK DISK
 LO1114_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO1114_STAMPING: 10380 VA
 LO1114_MARK LOGO: USGS
 LO1114_MAGNETIC: P = MARKER IS A STEEL PIPE
 LO1114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO1114
 LO1114  HISTORY     - Date     Condition        Report By
 LO1114  HISTORY     - 1962     MONUMENTED       USGS
 LO1114  HISTORY     - 1966     GOOD             USGS
 LO1114
 LO1114                          STATION DESCRIPTION
 LO1114
 LO1114'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (JCC)
 LO1114'STATION IS LOCATED, AIRLINE, ABOUT 24 MILES SOUTHEAST OF
 LO1114'EVANSTON, 6 MILES EAST OF UTAH STATE HIGHWAY 150, 1-1/2 MILES
 LO1114'SOUTH OF THE WYOMING-UTAH STATE LINE AND ON THE HIGHEST POINT
 LO1114'OF THE DIVIDE BETWEEN THE WEST FORK OF MUDDY CREEK AND MILL
 LO1114'CREEK.
 LO1114'
 LO1114'THE MARK IS A USGS BENCH MARK DISK, STAMPED 10380 VA, RIVITED
 LO1114'TO THE TOP OF A 3 INCH IRON PIPE PROJECTING 10 INCHES, 14 FEET
 LO1114'WEST OF A SIGN POST, 12 FEET NORTHWEST OF THE NORTHWEST EDGE
 LO1114'OF A PINE GROWTH AND 3 FEET EAST OF THE STEEP SLOPE OF THE
 LO1114'RIDGE.  A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION
 LO1114'STATION ELIZABETH, THE DISTANCE BEING 49.04 FEET OR 14.948
 LO1114'METERS NORTHWEST.
 LO1114
 LO1114                          STATION RECOVERY (1966)
 LO1114
 LO1114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LO1114'RECOVERED.
 LO1114'
 LO1114'STATION MARK--USGS BENCH MARK TABLET, RIVETED ON IRON PIPE, STAMPED
 LO1114'---10380 VA---, PROJECTING 0.8 FT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0682 ***********************************************************************
 HO0682  DESIGNATION -  104 DOR
 HO0682  PID         -  HO0682
 HO0682  STATE/COUNTY-  UT/IRON
 HO0682  COUNTRY     -  US
 HO0682  USGS QUAD   -  MODENA (2017)
 HO0682
 HO0682                         *CURRENT SURVEY CONTROL
 HO0682  ______________________________________________________________________
 HO0682* NAD 83(1986) POSITION- 37 50 29.     (N) 113 52 42.     (W)   SCALED
 HO0682* NAVD 88 ORTHO HEIGHT -  1633.822 (meters)     5360.30  (feet) POSTED
 HO0682  ______________________________________________________________________
 HO0682  GEOID HEIGHT    -        -22.886 (meters)                     GEOID18
 HO0682  DYNAMIC HEIGHT  -       1631.99  (meters)     5354.3   (feet) COMP
 HO0682  MODELED GRAVITY -    979,450.5   (mgal)                       NAVD 88
 HO0682
 HO0682  VERT ORDER      -  * POSTED, SEE BELOW
 HO0682
 HO0682.The horizontal coordinates were scaled from a map and have
 HO0682.an estimated accuracy of +/- 6 seconds.
 HO0682
 HO0682.The orthometric height was determined by differential leveling
 HO0682.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0682
 HO0682.* This is a POSTED BENCH MARK height.
 HO0682
 HO0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0682.GEOID18 height accuracy estimate available here.
 HO0682
 HO0682.Click photographs - Photos may exist for this station.
 HO0682
 HO0682.The dynamic height is computed by dividing the NAVD 88
 HO0682.geopotential number by the normal gravity value computed on the
 HO0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0682.degrees latitude (g = 980.6199 gals.).
 HO0682
 HO0682.The modeled gravity was interpolated from observed gravity values.
 HO0682
 HO0682;                    North         East    Units  Estimated Accuracy
 HO0682;SPC UT S     - 3,133,040.      290,690.      MT  (+/- 180 meters Scaled)
 HO0682
 HO0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG467921(NAD 83)
 HO0682
 HO0682                          SUPERSEDED SURVEY CONTROL
 HO0682
 HO0682  NGVD 29 (??/??/92) 1632.67   (m)         5356.5    (f) COMPUTED    2 0
 HO0682
 HO0682.Superseded values are not recommended for survey control.
 HO0682
 HO0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0682.See file dsdata.pdf to determine how the superseded data were derived.
 HO0682
 HO0682_MARKER: DB = BENCH MARK DISK
 HO0682_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0682_STAMPING: 104 DOR 1971 5357
 HO0682_MARK LOGO: USGS
 HO0682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0682
 HO0682  HISTORY     - Date     Condition        Report By
 HO0682  HISTORY     - 1971     MONUMENTED       USGS
 HO0682
 HO0682                          STATION DESCRIPTION
 HO0682
 HO0682'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0682'7.1 KM (4.40 MI) NE FROM MODENA.
 HO0682'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND A
 HO0682'RAILROAD TRACK, PROCEED 4.4 MILES NORTHEAST ALONG THE RAILROAD TRACK,
 HO0682'50 FEET SOUTH OF MILEPOST 514, 0.5 FEET NORTH OF A FENCE.  A
 HO0682'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 HO0682'PROJECTING 3 INCHES.
 HO0682'THE MARK IS 1 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0522 ***********************************************************************
 MS0522  DESIGNATION -  104 FMK
 MS0522  PID         -  MS0522
 MS0522  STATE/COUNTY-  UT/BOX ELDER
 MS0522  COUNTRY     -  US
 MS0522  USGS QUAD   -  HOGUP RIDGE NORTH (2017)
 MS0522
 MS0522                         *CURRENT SURVEY CONTROL
 MS0522  ______________________________________________________________________
 MS0522* NAD 83(1986) POSITION- 41 19 20.     (N) 113 06 28.     (W)   SCALED
 MS0522* NAVD 88 ORTHO HEIGHT -  1291.602 (meters)     4237.53  (feet) ADJUSTED
 MS0522  ______________________________________________________________________
 MS0522  GEOID HEIGHT    -        -16.695 (meters)                     GEOID18
 MS0522  DYNAMIC HEIGHT  -       1290.708 (meters)     4234.60  (feet) COMP
 MS0522  MODELED GRAVITY -    979,886.6   (mgal)                       NAVD 88
 MS0522
 MS0522  VERT ORDER      -  SECOND    CLASS 0
 MS0522
 MS0522.The horizontal coordinates were scaled from a map and have
 MS0522.an estimated accuracy of +/- 6 seconds.
 MS0522
 MS0522.The orthometric height was determined by differential leveling and
 MS0522.adjusted by the NATIONAL GEODETIC SURVEY
 MS0522.in June 1991.
 MS0522
 MS0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0522.GEOID18 height accuracy estimate available here.
 MS0522
 MS0522.Click photographs - Photos may exist for this station.
 MS0522
 MS0522.The dynamic height is computed by dividing the NAVD 88
 MS0522.geopotential number by the normal gravity value computed on the
 MS0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0522.degrees latitude (g = 980.6199 gals.).
 MS0522
 MS0522.The modeled gravity was interpolated from observed gravity values.
 MS0522
 MS0522;                    North         East    Units  Estimated Accuracy
 MS0522;SPC UT N     - 1,111,060.      365,400.      MT  (+/- 180 meters Scaled)
 MS0522
 MS0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL235766(NAD 83)
 MS0522
 MS0522                          SUPERSEDED SURVEY CONTROL
 MS0522
 MS0522  NGVD 29 (??/??/92) 1290.63   (m)         4234.3    (f) COMPUTED    2 0
 MS0522
 MS0522.Superseded values are not recommended for survey control.
 MS0522
 MS0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0522.See file dsdata.pdf to determine how the superseded data were derived.
 MS0522
 MS0522_MARKER: DB = BENCH MARK DISK
 MS0522_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0522+WITH SETTING: INFORMATION.
 MS0522_STAMPING: 104 FMK USGS
 MS0522_MARK LOGO: USGS
 MS0522_PROJECTION: FLUSH
 MS0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0522_ROD/PIPE-DEPTH: 2.13 meters
 MS0522
 MS0522  HISTORY     - Date     Condition        Report By
 MS0522  HISTORY     - 1966     MONUMENTED       USGS
 MS0522
 MS0522                          STATION DESCRIPTION
 MS0522
 MS0522'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0522'7.7 KM (4.80 MI) NORTH FROM HOGUP.
 MS0522'1.3 MILES NORTH FROM HOGUP, TO JCT.  OF ROADS NORTH AND NORTHWEST,
 MS0522'THENCE 3.5 MILES NORTH ALONG A 4-WHEEL DRIVE ROAD, 48 FEET SOUTHEAST
 MS0522'OF THE ROAD.
 MS0522'THE MARK IS 1 FT  E FROM  A WITNESS POST
 MS0522'THE MARK IS ABOVE LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0501 ***********************************************************************
 HN0501  DESIGNATION -  104 WF
 HN0501  PID         -  HN0501
 HN0501  STATE/COUNTY-  UT/KANE
 HN0501  COUNTRY     -  US
 HN0501  USGS QUAD   -  SOONER BENCH (2017)
 HN0501
 HN0501                         *CURRENT SURVEY CONTROL
 HN0501  ______________________________________________________________________
 HN0501* NAD 83(1986) POSITION- 37 21 24.52   (N) 111 06 09.37   (W)   HD_HELD1
 HN0501* NAVD 88 ORTHO HEIGHT -  1410.820 (meters)     4628.67  (feet) ADJUSTED
 HN0501  ______________________________________________________________________
 HN0501  GEOID HEIGHT    -        -22.416 (meters)                     GEOID18
 HN0501  DYNAMIC HEIGHT  -       1409.223 (meters)     4623.43  (feet) COMP
 HN0501  MODELED GRAVITY -    979,450.3   (mgal)                       NAVD 88
 HN0501
 HN0501  VERT ORDER      -  SECOND    CLASS 0
 HN0501
 HN0501.The horizontal coordinates were determined by differentially corrected
 HN0501.hand held GPS observations or other comparable positioning techniques
 HN0501.and have an estimated accuracy of +/- 3 meters.
 HN0501
 HN0501.The orthometric height was determined by differential leveling and
 HN0501.adjusted by the NATIONAL GEODETIC SURVEY
 HN0501.in June 1991.
 HN0501
 HN0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0501.GEOID18 height accuracy estimate available here.
 HN0501
 HN0501.Click photographs - Photos may exist for this station.
 HN0501
 HN0501.The dynamic height is computed by dividing the NAVD 88
 HN0501.geopotential number by the normal gravity value computed on the
 HN0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0501.degrees latitude (g = 980.6199 gals.).
 HN0501
 HN0501.The modeled gravity was interpolated from observed gravity values.
 HN0501
 HN0501;                    North         East    Units  Estimated Accuracy
 HN0501;SPC UT S     - 3,076,669.2     535,206.2     MT  (+/- 3 meters HH1 GPS) 
 HN0501
 HN0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG9091334460(NAD 83)
 HN0501
 HN0501                          SUPERSEDED SURVEY CONTROL
 HN0501
 HN0501  NGVD 29 (??/??/92) 1409.796  (m)         4625.31   (f) ADJ UNCH    2 0
 HN0501
 HN0501.Superseded values are not recommended for survey control.
 HN0501
 HN0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0501.See file dsdata.pdf to determine how the superseded data were derived.
 HN0501
 HN0501_MARKER: DD = SURVEY DISK
 HN0501_SETTING: 66 = SET IN ROCK OUTCROP
 HN0501_STAMPING: 104 W F 1952 4626
 HN0501_MARK LOGO: USGS
 HN0501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0501+STABILITY: POSITION/ELEVATION WELL
 HN0501
 HN0501  HISTORY     - Date     Condition        Report By
 HN0501  HISTORY     - 1952     MONUMENTED       USGS
 HN0501  HISTORY     - 1963     GOOD             CGS
 HN0501
 HN0501                          STATION DESCRIPTION
 HN0501
 HN0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0501'41.35 MI SE FROM ESCALANTE.
 HN0501'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0501'AT ESCALANTE, THENCE 36.35 MILES SOUTHEAST ALONG A DIRT ROAD, AT THE
 HN0501'SOUTH EDGE OF FORTY MILE DANCE HALL ROCK, ON THE OUTSIDE OF A CURVE,
 HN0501'IN THE TOP OF A LARGE RED SANDSTONE OUTCROP, 79 FEET NORTHEAST OF THE
 HN0501'CENTER LINE OF THE ROAD, 70 FEET NORTHWEST OF THE CENTER LINE OF A
 HN0501'ROAD NORTHEAST TO THE FORTY MILE DANCE HALL ROCK, 12.0 FEET NORTHWEST
 HN0501'OF A WITNESS POST, AND ABOUT 3 FEET LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0683 ***********************************************************************
 HO0683  DESIGNATION -  105 DOR
 HO0683  PID         -  HO0683
 HO0683  STATE/COUNTY-  UT/IRON
 HO0683  COUNTRY     -  US
 HO0683  USGS QUAD   -  MODENA (2017)
 HO0683
 HO0683                         *CURRENT SURVEY CONTROL
 HO0683  ______________________________________________________________________
 HO0683* NAD 83(1986) POSITION- 37 50 03.     (N) 113 53 19.     (W)   SCALED
 HO0683* NAVD 88 ORTHO HEIGHT -  1640.505 (meters)     5382.22  (feet) POSTED
 HO0683  ______________________________________________________________________
 HO0683  GEOID HEIGHT    -        -22.899 (meters)                     GEOID18
 HO0683  DYNAMIC HEIGHT  -       1638.66  (meters)     5376.2   (feet) COMP
 HO0683  MODELED GRAVITY -    979,449.7   (mgal)                       NAVD 88
 HO0683
 HO0683  VERT ORDER      -  * POSTED, SEE BELOW
 HO0683
 HO0683.The horizontal coordinates were scaled from a map and have
 HO0683.an estimated accuracy of +/- 6 seconds.
 HO0683
 HO0683.The orthometric height was determined by differential leveling
 HO0683.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0683
 HO0683.* This is a POSTED BENCH MARK height.
 HO0683
 HO0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0683.GEOID18 height accuracy estimate available here.
 HO0683
 HO0683.Click photographs - Photos may exist for this station.
 HO0683
 HO0683.The dynamic height is computed by dividing the NAVD 88
 HO0683.geopotential number by the normal gravity value computed on the
 HO0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0683.degrees latitude (g = 980.6199 gals.).
 HO0683
 HO0683.The modeled gravity was interpolated from observed gravity values.
 HO0683
 HO0683;                    North         East    Units  Estimated Accuracy
 HO0683;SPC UT S     - 3,132,260.      289,760.      MT  (+/- 180 meters Scaled)
 HO0683
 HO0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG457913(NAD 83)
 HO0683
 HO0683                          SUPERSEDED SURVEY CONTROL
 HO0683
 HO0683  NGVD 29 (??/??/92) 1639.36   (m)         5378.5    (f) COMPUTED    2 0
 HO0683
 HO0683.Superseded values are not recommended for survey control.
 HO0683
 HO0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0683.See file dsdata.pdf to determine how the superseded data were derived.
 HO0683
 HO0683_MARKER: DB = BENCH MARK DISK
 HO0683_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0683_SP_SET: BRIDGE HEADWALL
 HO0683_STAMPING: 105 DOR 1971 5378
 HO0683_MARK LOGO: USGS
 HO0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0683+STABILITY: SURFACE MOTION
 HO0683
 HO0683  HISTORY     - Date     Condition        Report By
 HO0683  HISTORY     - 1971     MONUMENTED       USGS
 HO0683
 HO0683                          STATION DESCRIPTION
 HO0683
 HO0683'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0683'5.8 KM (3.60 MI) NE FROM MODENA.
 HO0683'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND A
 HO0683'RAILROAD TRACK, PROCEED 3.6 MILES NORTHEAST ALONG THE RAILROAD TRACK
 HO0683'TO BRIDGE 513.22, IN THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 HO0683'HEADWALL.
 HO0683'THE MARK IS 4 FT BELOW RAILROAD TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0574 ***********************************************************************
 MS0574  DESIGNATION -  105 FMK
 MS0574  PID         -  MS0574
 MS0574  STATE/COUNTY-  UT/BOX ELDER
 MS0574  COUNTRY     -  US
 MS0574  USGS QUAD   -  HOGUP RIDGE NORTH (2017)
 MS0574
 MS0574                         *CURRENT SURVEY CONTROL
 MS0574  ______________________________________________________________________
 MS0574* NAD 83(1986) POSITION- 41 18 33.     (N) 113 06 44.     (W)   SCALED
 MS0574* NAVD 88 ORTHO HEIGHT -  1315.040 (meters)     4314.43  (feet) ADJUSTED
 MS0574  ______________________________________________________________________
 MS0574  GEOID HEIGHT    -        -16.725 (meters)                     GEOID18
 MS0574  DYNAMIC HEIGHT  -       1314.131 (meters)     4311.44  (feet) COMP
 MS0574  MODELED GRAVITY -    979,886.1   (mgal)                       NAVD 88
 MS0574
 MS0574  VERT ORDER      -  SECOND    CLASS 0
 MS0574
 MS0574.The horizontal coordinates were scaled from a map and have
 MS0574.an estimated accuracy of +/- 6 seconds.
 MS0574
 MS0574.The orthometric height was determined by differential leveling and
 MS0574.adjusted by the NATIONAL GEODETIC SURVEY
 MS0574.in June 1991.
 MS0574
 MS0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0574.GEOID18 height accuracy estimate available here.
 MS0574
 MS0574.Click photographs - Photos may exist for this station.
 MS0574
 MS0574.The dynamic height is computed by dividing the NAVD 88
 MS0574.geopotential number by the normal gravity value computed on the
 MS0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0574.degrees latitude (g = 980.6199 gals.).
 MS0574
 MS0574.The modeled gravity was interpolated from observed gravity values.
 MS0574
 MS0574;                    North         East    Units  Estimated Accuracy
 MS0574;SPC UT N     - 1,109,620.      365,010.      MT  (+/- 180 meters Scaled)
 MS0574
 MS0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL231752(NAD 83)
 MS0574
 MS0574                          SUPERSEDED SURVEY CONTROL
 MS0574
 MS0574  NGVD 29 (??/??/92) 1314.07   (m)         4311.2    (f) COMPUTED    2 0
 MS0574
 MS0574.Superseded values are not recommended for survey control.
 MS0574
 MS0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0574.See file dsdata.pdf to determine how the superseded data were derived.
 MS0574
 MS0574_MARKER: DB = BENCH MARK DISK
 MS0574_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0574_STAMPING: 105 FMK 1966
 MS0574_MARK LOGO: USGS
 MS0574_PROJECTION: FLUSH
 MS0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0574_ROD/PIPE-DEPTH: 5.49 meters
 MS0574
 MS0574  HISTORY     - Date     Condition        Report By
 MS0574  HISTORY     - 1966     MONUMENTED       USGS
 MS0574
 MS0574                          STATION DESCRIPTION
 MS0574
 MS0574'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MS0574'6.1 KM (3.80 MI) NORTH FROM HOGUP.
 MS0574'1.3 MILES NORTH FROM HOGUP, TO JCT.  OF ROADS NORTH AND NORTHWEST,
 MS0574'THENCE 2.5 MILES NORTH ALONG A 4-WHEEL DRIVE ROAD, AT THE APPROXIMATE
 MS0574'LOCATION OF THE SE CORNER OF SEC. 29, T. 7 N., R. 11 W., 178 FEET
 MS0574'SOUTH OF THE INTERSECTION THE OF ROADS NORTH AND NORTHEAST.
 MS0574'THE MARK IS 5 FT  N FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0504 ***********************************************************************
 HN0504  DESIGNATION -  105 WF
 HN0504  PID         -  HN0504
 HN0504  STATE/COUNTY-  UT/KANE
 HN0504  COUNTRY     -  US
 HN0504  USGS QUAD   -  SOONER BENCH (2017)
 HN0504
 HN0504                         *CURRENT SURVEY CONTROL
 HN0504  ______________________________________________________________________
 HN0504* NAD 83(1986) POSITION- 37 20 20.     (N) 111 05 04.     (W)   SCALED
 HN0504* NAVD 88 ORTHO HEIGHT -  1383.531 (meters)     4539.13  (feet) ADJUSTED
 HN0504  ______________________________________________________________________
 HN0504  GEOID HEIGHT    -        -22.493 (meters)                     GEOID18
 HN0504  DYNAMIC HEIGHT  -       1381.958 (meters)     4533.97  (feet) COMP
 HN0504  MODELED GRAVITY -    979,446.3   (mgal)                       NAVD 88
 HN0504
 HN0504  VERT ORDER      -  SECOND    CLASS 0
 HN0504
 HN0504.The horizontal coordinates were scaled from a map and have
 HN0504.an estimated accuracy of +/- 6 seconds.
 HN0504
 HN0504.The orthometric height was determined by differential leveling and
 HN0504.adjusted by the NATIONAL GEODETIC SURVEY
 HN0504.in June 1991.
 HN0504
 HN0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0504.GEOID18 height accuracy estimate available here.
 HN0504
 HN0504.Click photographs - Photos may exist for this station.
 HN0504
 HN0504.The dynamic height is computed by dividing the NAVD 88
 HN0504.geopotential number by the normal gravity value computed on the
 HN0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0504.degrees latitude (g = 980.6199 gals.).
 HN0504
 HN0504.The modeled gravity was interpolated from observed gravity values.
 HN0504
 HN0504;                    North         East    Units  Estimated Accuracy
 HN0504;SPC UT S     - 3,074,690.      536,820.      MT  (+/- 180 meters Scaled)
 HN0504
 HN0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG925324(NAD 83)
 HN0504
 HN0504                          SUPERSEDED SURVEY CONTROL
 HN0504
 HN0504  NGVD 29 (??/??/92) 1382.505  (m)         4535.77   (f) ADJ UNCH    2 0
 HN0504
 HN0504.Superseded values are not recommended for survey control.
 HN0504
 HN0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0504.See file dsdata.pdf to determine how the superseded data were derived.
 HN0504
 HN0504_MARKER: DD = SURVEY DISK
 HN0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0504_STAMPING: 105 W F 1952 4537
 HN0504_MARK LOGO: USGS
 HN0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0504+STABILITY: SURFACE MOTION
 HN0504
 HN0504  HISTORY     - Date     Condition        Report By
 HN0504  HISTORY     - 1952     MONUMENTED       USGS
 HN0504  HISTORY     - 1963     GOOD             CGS
 HN0504
 HN0504                          STATION DESCRIPTION
 HN0504
 HN0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0504'43.25 MI SE FROM ESCALANTE.
 HN0504'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0504'AT ESCALANTE, THENCE 38.25 MILES SOUTHEAST ALONG A DIRT ROAD, AT THE
 HN0504'SUMMIT OF A SMALL HILL, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HN0504'ROAD, 4.3 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN
 HN0504'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 HN0504'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0684 ***********************************************************************
 HO0684  DESIGNATION -  106 DOR
 HO0684  PID         -  HO0684
 HO0684  STATE/COUNTY-  UT/IRON
 HO0684  COUNTRY     -  US
 HO0684  USGS QUAD   -  MODENA (2017)
 HO0684
 HO0684                         *CURRENT SURVEY CONTROL
 HO0684  ______________________________________________________________________
 HO0684* NAD 83(1986) POSITION- 37 48 55.     (N) 113 53 34.     (W)   SCALED
 HO0684* NAVD 88 ORTHO HEIGHT -  1653.082 (meters)     5423.49  (feet) POSTED
 HO0684  ______________________________________________________________________
 HO0684  GEOID HEIGHT    -        -22.950 (meters)                     GEOID18
 HO0684  DYNAMIC HEIGHT  -       1651.23  (meters)     5417.4   (feet) COMP
 HO0684  MODELED GRAVITY -    979,451.4   (mgal)                       NAVD 88
 HO0684
 HO0684  VERT ORDER      -  * POSTED, SEE BELOW
 HO0684
 HO0684.The horizontal coordinates were scaled from a map and have
 HO0684.an estimated accuracy of +/- 6 seconds.
 HO0684
 HO0684.The orthometric height was determined by differential leveling
 HO0684.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0684
 HO0684.* This is a POSTED BENCH MARK height.
 HO0684
 HO0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0684.GEOID18 height accuracy estimate available here.
 HO0684
 HO0684.Click photographs - Photos may exist for this station.
 HO0684
 HO0684.The dynamic height is computed by dividing the NAVD 88
 HO0684.geopotential number by the normal gravity value computed on the
 HO0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0684.degrees latitude (g = 980.6199 gals.).
 HO0684
 HO0684.The modeled gravity was interpolated from observed gravity values.
 HO0684
 HO0684;                    North         East    Units  Estimated Accuracy
 HO0684;SPC UT S     - 3,130,170.      289,340.      MT  (+/- 180 meters Scaled)
 HO0684
 HO0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG453892(NAD 83)
 HO0684
 HO0684                          SUPERSEDED SURVEY CONTROL
 HO0684
 HO0684  NGVD 29 (??/??/92) 1651.93   (m)         5419.7    (f) COMPUTED    2 0
 HO0684
 HO0684.Superseded values are not recommended for survey control.
 HO0684
 HO0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0684.See file dsdata.pdf to determine how the superseded data were derived.
 HO0684
 HO0684_MARKER: DB = BENCH MARK DISK
 HO0684_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0684_SP_SET: BRIDGE HEADWALL
 HO0684_STAMPING: 106 DOR 1971 5420
 HO0684_MARK LOGO: USGS
 HO0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0684+STABILITY: SURFACE MOTION
 HO0684
 HO0684  HISTORY     - Date     Condition        Report By
 HO0684  HISTORY     - 1971     MONUMENTED       USGS
 HO0684
 HO0684                          STATION DESCRIPTION
 HO0684
 HO0684'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0684'3.7 KM (2.30 MI) NE FROM MODENA.
 HO0684'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND A
 HO0684'RAILROAD TRACK, PROCEED 2.3 MILES NORTHEAST ALONG THE RAILROAD TRACK
 HO0684'TO BRIDGE 511.98, IN THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 HO0684'HEADWALL.
 HO0684'THE MARK IS 3 FT BELOW RAILROAD TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0523 ***********************************************************************
 MS0523  DESIGNATION -  106 FMK
 MS0523  PID         -  MS0523
 MS0523  STATE/COUNTY-  UT/BOX ELDER
 MS0523  COUNTRY     -  US
 MS0523  USGS QUAD   -  HOGUP RIDGE NORTH (2017)
 MS0523
 MS0523                         *CURRENT SURVEY CONTROL
 MS0523  ______________________________________________________________________
 MS0523* NAD 83(1986) POSITION- 41 17 54.     (N) 113 07 14.     (W)   SCALED
 MS0523* NAVD 88 ORTHO HEIGHT -  1347.870 (meters)     4422.14  (feet) ADJUSTED
 MS0523  ______________________________________________________________________
 MS0523  GEOID HEIGHT    -        -16.747 (meters)                     GEOID18
 MS0523  DYNAMIC HEIGHT  -       1346.940 (meters)     4419.09  (feet) COMP
 MS0523  MODELED GRAVITY -    979,885.8   (mgal)                       NAVD 88
 MS0523
 MS0523  VERT ORDER      -  SECOND    CLASS 0
 MS0523
 MS0523.The horizontal coordinates were scaled from a map and have
 MS0523.an estimated accuracy of +/- 6 seconds.
 MS0523
 MS0523.The orthometric height was determined by differential leveling and
 MS0523.adjusted by the NATIONAL GEODETIC SURVEY
 MS0523.in June 1991.
 MS0523
 MS0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0523.GEOID18 height accuracy estimate available here.
 MS0523
 MS0523.Click photographs - Photos may exist for this station.
 MS0523
 MS0523.The dynamic height is computed by dividing the NAVD 88
 MS0523.geopotential number by the normal gravity value computed on the
 MS0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0523.degrees latitude (g = 980.6199 gals.).
 MS0523
 MS0523.The modeled gravity was interpolated from observed gravity values.
 MS0523
 MS0523;                    North         East    Units  Estimated Accuracy
 MS0523;SPC UT N     - 1,108,430.      364,290.      MT  (+/- 180 meters Scaled)
 MS0523
 MS0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL224740(NAD 83)
 MS0523
 MS0523                          SUPERSEDED SURVEY CONTROL
 MS0523
 MS0523  NGVD 29 (??/??/92) 1346.90   (m)         4419.0    (f) COMPUTED    2 0
 MS0523
 MS0523.Superseded values are not recommended for survey control.
 MS0523
 MS0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0523.See file dsdata.pdf to determine how the superseded data were derived.
 MS0523
 MS0523_MARKER: DB = BENCH MARK DISK
 MS0523_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0523+WITH SETTING: INFORMATION.
 MS0523_STAMPING: 106 FMK 1966
 MS0523_MARK LOGO: USGS
 MS0523_PROJECTION: FLUSH
 MS0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0523_ROD/PIPE-DEPTH: 1.37 meters
 MS0523
 MS0523  HISTORY     - Date     Condition        Report By
 MS0523  HISTORY     - 1966     MONUMENTED       USGS
 MS0523
 MS0523                          STATION DESCRIPTION
 MS0523
 MS0523'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0523'4.7 KM (2.90 MI) NORTH FROM HOGUP.
 MS0523'1.3 MILES NORTH FROM HOGUP, TO JCT.  OF ROADS NORTH AND NORTHWEST,
 MS0523'THENCE 1.6 MILES NORTH ALONG A 4-WHEEL DRIVE ROAD, ON THE SOUTH SHELF
 MS0523'OF A SADDLE, 74 FEET EAST OF THE ROAD, 0.1 MILE SOUTH OF CROSSROADS
 MS0523'ON TOP OF A SADDLE.
 MS0523'THE MARK IS 1 FT  S FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0506 ***********************************************************************
 HN0506  DESIGNATION -  106 WF
 HN0506  PID         -  HN0506
 HN0506  STATE/COUNTY-  UT/KANE
 HN0506  COUNTRY     -  US
 HN0506  USGS QUAD   -  SOONER BENCH (2017)
 HN0506
 HN0506                         *CURRENT SURVEY CONTROL
 HN0506  ______________________________________________________________________
 HN0506* NAD 83(1986) POSITION- 37 19 46.     (N) 111 03 36.     (W)   SCALED
 HN0506* NAVD 88 ORTHO HEIGHT -  1301.119 (meters)     4268.75  (feet) ADJUSTED
 HN0506  ______________________________________________________________________
 HN0506  GEOID HEIGHT    -        -22.550 (meters)                     GEOID18
 HN0506  DYNAMIC HEIGHT  -       1299.605 (meters)     4263.79  (feet) COMP
 HN0506  MODELED GRAVITY -    979,424.0   (mgal)                       NAVD 88
 HN0506
 HN0506  VERT ORDER      -  SECOND    CLASS 0
 HN0506
 HN0506.The horizontal coordinates were scaled from a map and have
 HN0506.an estimated accuracy of +/- 6 seconds.
 HN0506
 HN0506.The orthometric height was determined by differential leveling and
 HN0506.adjusted by the NATIONAL GEODETIC SURVEY
 HN0506.in June 1991.
 HN0506
 HN0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0506.GEOID18 height accuracy estimate available here.
 HN0506
 HN0506.Click photographs - Photos may exist for this station.
 HN0506
 HN0506.The dynamic height is computed by dividing the NAVD 88
 HN0506.geopotential number by the normal gravity value computed on the
 HN0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0506.degrees latitude (g = 980.6199 gals.).
 HN0506
 HN0506.The modeled gravity was interpolated from observed gravity values.
 HN0506
 HN0506;                    North         East    Units  Estimated Accuracy
 HN0506;SPC UT S     - 3,073,650.      539,000.      MT  (+/- 180 meters Scaled)
 HN0506
 HN0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG946314(NAD 83)
 HN0506
 HN0506                          SUPERSEDED SURVEY CONTROL
 HN0506
 HN0506  NGVD 29 (??/??/92) 1300.058  (m)         4265.27   (f) ADJ UNCH    2 0
 HN0506
 HN0506.Superseded values are not recommended for survey control.
 HN0506
 HN0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0506.See file dsdata.pdf to determine how the superseded data were derived.
 HN0506
 HN0506_MARKER: DD = SURVEY DISK
 HN0506_SETTING: 80 = SET IN A BOULDER
 HN0506_STAMPING: 107 W F 1952 4266
 HN0506_MARK LOGO: USGS
 HN0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0506+STABILITY: SURFACE MOTION
 HN0506
 HN0506  HISTORY     - Date     Condition        Report By
 HN0506  HISTORY     - 1952     MONUMENTED       USGS
 HN0506  HISTORY     - 1963     GOOD             CGS
 HN0506
 HN0506                          STATION DESCRIPTION
 HN0506
 HN0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0506'45.05 MI SE FROM ESCALANTE.
 HN0506'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0506'AT ESCALANTE, THENCE 40.05 MILES SOUTHEAST ALONG A DIRT ROAD, DIRECTLY
 HN0506'ACROSS THE ROAD FROM A HIGH PROMINENT RED CLIFF, ON THE SOUTHWEST BANK
 HN0506'OF A WASH, IN THE TOP OF A 4- BY 5-FOOT BOULDER WHICH PROJECTS ABOUT 3
 HN0506'FEET ABOVE THE GROUND, 55 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HN0506'ROAD, 10.0 FEET NORTHEAST OF A WITNESS POST, AND ABOUT 2 FEET HIGHER
 HN0506'THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0685 ***********************************************************************
 HO0685  DESIGNATION -  107 DOR
 HO0685  PID         -  HO0685
 HO0685  STATE/COUNTY-  UT/IRON
 HO0685  COUNTRY     -  US
 HO0685  USGS QUAD   -  MODENA (2017)
 HO0685
 HO0685                         *CURRENT SURVEY CONTROL
 HO0685  ______________________________________________________________________
 HO0685* NAD 83(1986) POSITION- 37 48 17.2    (N) 113 54 20.5    (W)   HD_HELD2
 HO0685* NAVD 88 ORTHO HEIGHT -  1661.990 (meters)     5452.71  (feet) POSTED
 HO0685  ______________________________________________________________________
 HO0685  GEOID HEIGHT    -        -22.971 (meters)                     GEOID18
 HO0685  DYNAMIC HEIGHT  -       1660.13  (meters)     5446.6   (feet) COMP
 HO0685  MODELED GRAVITY -    979,451.8   (mgal)                       NAVD 88
 HO0685
 HO0685  VERT ORDER      -  * POSTED, SEE BELOW
 HO0685
 HO0685.The horizontal coordinates were established by autonomous hand held GPS
 HO0685.observations and have an estimated accuracy of +/- 10 meters.
 HO0685
 HO0685.The orthometric height was determined by differential leveling
 HO0685.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0685
 HO0685.* This is a POSTED BENCH MARK height.
 HO0685
 HO0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0685.GEOID18 height accuracy estimate available here.
 HO0685
 HO0685.Click photographs - Photos may exist for this station.
 HO0685
 HO0685.The dynamic height is computed by dividing the NAVD 88
 HO0685.geopotential number by the normal gravity value computed on the
 HO0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0685.degrees latitude (g = 980.6199 gals.).
 HO0685
 HO0685.The modeled gravity was interpolated from observed gravity values.
 HO0685
 HO0685;                    North         East    Units  Estimated Accuracy
 HO0685;SPC UT S     - 3,129,036.      288,177.      MT  (+/- 10 meters HH2 GPS)
 HO0685
 HO0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG4418588133(NAD 83)
 HO0685
 HO0685                          SUPERSEDED SURVEY CONTROL
 HO0685
 HO0685  NGVD 29 (??/??/92) 1660.85   (m)         5449.0    (f) COMPUTED    2 0
 HO0685
 HO0685.Superseded values are not recommended for survey control.
 HO0685
 HO0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0685.See file dsdata.pdf to determine how the superseded data were derived.
 HO0685
 HO0685_MARKER: DB = BENCH MARK DISK
 HO0685_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0685_STAMPING: 107 DOR 1971 5449
 HO0685_MARK LOGO: USGS
 HO0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0685
 HO0685  HISTORY     - Date     Condition        Report By
 HO0685  HISTORY     - 1971     MONUMENTED       USGS
 HO0685
 HO0685                          STATION DESCRIPTION
 HO0685
 HO0685'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0685'1.9 KM (1.20 MI) NE FROM MODENA.
 HO0685'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND A
 HO0685'RAILROAD TRACK, PROCEED 1.2 MILES ALONG THE RAILROAD TRACK TO TWO
 HO0685'STEEL BUILDINGS, 0.15 MILES SOUTHWEST OF MILEPOST 511, 100 FEET SOUTH
 HO0685'OF THE RAILROAD TRACK, 65 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 HO0685'WEST ONE OF TWO STEEL BUILDINGS, 0.5 FEET NORTH OF A FENCE.  A
 HO0685'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 HO0685'PROJECTING 3 INCHES.
 HO0685'THE MARK IS 6 FT BELOW RAILROAD TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0524 ***********************************************************************
 MS0524  DESIGNATION -  107 FMK
 MS0524  PID         -  MS0524
 MS0524  STATE/COUNTY-  UT/BOX ELDER
 MS0524  COUNTRY     -  US
 MS0524  USGS QUAD   -  MEADOW SPRING (2017)
 MS0524
 MS0524                         *CURRENT SURVEY CONTROL
 MS0524  ______________________________________________________________________
 MS0524* NAD 83(1986) POSITION- 41 16 32.     (N) 113 07 34.     (W)   SCALED
 MS0524* NAVD 88 ORTHO HEIGHT -  1300.648 (meters)     4267.21  (feet) ADJUSTED
 MS0524  ______________________________________________________________________
 MS0524  GEOID HEIGHT    -        -16.805 (meters)                     GEOID18
 MS0524  DYNAMIC HEIGHT  -       1299.746 (meters)     4264.25  (feet) COMP
 MS0524  MODELED GRAVITY -    979,885.1   (mgal)                       NAVD 88
 MS0524
 MS0524  VERT ORDER      -  SECOND    CLASS 0
 MS0524
 MS0524.The horizontal coordinates were scaled from a map and have
 MS0524.an estimated accuracy of +/- 6 seconds.
 MS0524
 MS0524.The orthometric height was determined by differential leveling and
 MS0524.adjusted by the NATIONAL GEODETIC SURVEY
 MS0524.in June 1991.
 MS0524
 MS0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0524.GEOID18 height accuracy estimate available here.
 MS0524
 MS0524.Click photographs - Photos may exist for this station.
 MS0524
 MS0524.The dynamic height is computed by dividing the NAVD 88
 MS0524.geopotential number by the normal gravity value computed on the
 MS0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0524.degrees latitude (g = 980.6199 gals.).
 MS0524
 MS0524.The modeled gravity was interpolated from observed gravity values.
 MS0524
 MS0524;                    North         East    Units  Estimated Accuracy
 MS0524;SPC UT N     - 1,105,910.      363,770.      MT  (+/- 180 meters Scaled)
 MS0524
 MS0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL219715(NAD 83)
 MS0524
 MS0524                          SUPERSEDED SURVEY CONTROL
 MS0524
 MS0524  NGVD 29 (??/??/92) 1299.67   (m)         4264.0    (f) COMPUTED    2 0
 MS0524
 MS0524.Superseded values are not recommended for survey control.
 MS0524
 MS0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0524.See file dsdata.pdf to determine how the superseded data were derived.
 MS0524
 MS0524_MARKER: DB = BENCH MARK DISK
 MS0524_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0524+WITH SETTING: INFORMATION.
 MS0524_STAMPING: 107 FMK 1966
 MS0524_MARK LOGO: USGS
 MS0524_PROJECTION: FLUSH
 MS0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0524_ROD/PIPE-DEPTH: 2.13 meters
 MS0524
 MS0524  HISTORY     - Date     Condition        Report By
 MS0524  HISTORY     - 1966     MONUMENTED       USGS
 MS0524
 MS0524                          STATION DESCRIPTION
 MS0524
 MS0524'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0524'2.1 KM (1.30 MI) NORTH FROM HOGUP.
 MS0524'1.3 MILES NORTH FROM HOGUP, AT JCT.  OF ROADS NORTH AND NORTHWEST, 85
 MS0524'FEET NORTHWEST OF JCT., 32 FEET WEST OF THE NORTH-SOUTH ROAD.
 MS0524'THE MARK IS 1 FT  S FROM  A WITNESS POST
 MS0524'THE MARK IS ABOVE LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0508 ***********************************************************************
 HN0508  DESIGNATION -  107 WF
 HN0508  PID         -  HN0508
 HN0508  STATE/COUNTY-  UT/KANE
 HN0508  COUNTRY     -  US
 HN0508  USGS QUAD   -  SOONER BENCH (2017)
 HN0508
 HN0508                         *CURRENT SURVEY CONTROL
 HN0508  ______________________________________________________________________
 HN0508* NAD 83(1986) POSITION- 37 18 41.     (N) 111 02 27.     (W)   SCALED
 HN0508* NAVD 88 ORTHO HEIGHT -  1292.360 (meters)     4240.02  (feet) ADJUSTED
 HN0508  ______________________________________________________________________
 HN0508  GEOID HEIGHT    -        -22.596 (meters)                     GEOID18
 HN0508  DYNAMIC HEIGHT  -       1290.827 (meters)     4234.99  (feet) COMP
 HN0508  MODELED GRAVITY -    979,401.6   (mgal)                       NAVD 88
 HN0508
 HN0508  VERT ORDER      -  SECOND    CLASS 0
 HN0508
 HN0508.The horizontal coordinates were scaled from a map and have
 HN0508.an estimated accuracy of +/- 6 seconds.
 HN0508
 HN0508.The orthometric height was determined by differential leveling and
 HN0508.adjusted by the NATIONAL GEODETIC SURVEY
 HN0508.in June 1991.
 HN0508
 HN0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0508.GEOID18 height accuracy estimate available here.
 HN0508
 HN0508.Click photographs - Photos may exist for this station.
 HN0508
 HN0508.The dynamic height is computed by dividing the NAVD 88
 HN0508.geopotential number by the normal gravity value computed on the
 HN0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0508.degrees latitude (g = 980.6199 gals.).
 HN0508
 HN0508.The modeled gravity was interpolated from observed gravity values.
 HN0508
 HN0508;                    North         East    Units  Estimated Accuracy
 HN0508;SPC UT S     - 3,071,650.      540,700.      MT  (+/- 180 meters Scaled)
 HN0508
 HN0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG963294(NAD 83)
 HN0508
 HN0508                          SUPERSEDED SURVEY CONTROL
 HN0508
 HN0508  NGVD 29 (??/??/92) 1291.275  (m)         4236.46   (f) ADJ UNCH    2 0
 HN0508
 HN0508.Superseded values are not recommended for survey control.
 HN0508
 HN0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0508.See file dsdata.pdf to determine how the superseded data were derived.
 HN0508
 HN0508_MARKER: DD = SURVEY DISK
 HN0508_SETTING: 80 = SET IN A BOULDER
 HN0508_STAMPING: 107 W F 1952 4238
 HN0508_MARK LOGO: USGS
 HN0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0508+STABILITY: SURFACE MOTION
 HN0508
 HN0508  HISTORY     - Date     Condition        Report By
 HN0508  HISTORY     - 1952     MONUMENTED       USGS
 HN0508  HISTORY     - 1963     GOOD             CGS
 HN0508
 HN0508                          STATION DESCRIPTION
 HN0508
 HN0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0508'46.95 MI SE FROM ESCALANTE.
 HN0508'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0508'AT ESCALANTE, THENCE 41.95 MILES SOUTHEAST ALONG A DIRT ROAD, ABOUT
 HN0508'300 FEET NORTH OF THE CROSSING OF A WASH, IN THE TOP OF A 4- BY 8-FOOT
 HN0508'BOULDER WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND, 25 FEET
 HN0508'SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 4 FEET HIGHER THAN
 HN0508'THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0509 ***********************************************************************
 HN0509  DESIGNATION -  107 WF RM
 HN0509  PID         -  HN0509
 HN0509  STATE/COUNTY-  UT/KANE
 HN0509  COUNTRY     -  US
 HN0509  USGS QUAD   -  SOONER BENCH (2017)
 HN0509
 HN0509                         *CURRENT SURVEY CONTROL
 HN0509  ______________________________________________________________________
 HN0509* NAD 83(1986) POSITION- 37 18 41.     (N) 111 02 27.     (W)   SCALED
 HN0509* NAVD 88 ORTHO HEIGHT -  1291.767 (meters)     4238.07  (feet) ADJUSTED
 HN0509  ______________________________________________________________________
 HN0509  GEOID HEIGHT    -        -22.596 (meters)                     GEOID18
 HN0509  DYNAMIC HEIGHT  -       1290.235 (meters)     4233.05  (feet) COMP
 HN0509  MODELED GRAVITY -    979,401.6   (mgal)                       NAVD 88
 HN0509
 HN0509  VERT ORDER      -  SECOND    CLASS 0
 HN0509
 HN0509.The horizontal coordinates were scaled from a map and have
 HN0509.an estimated accuracy of +/- 6 seconds.
 HN0509
 HN0509.The orthometric height was determined by differential leveling and
 HN0509.adjusted by the NATIONAL GEODETIC SURVEY
 HN0509.in June 1991.
 HN0509
 HN0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0509.GEOID18 height accuracy estimate available here.
 HN0509
 HN0509.Click photographs - Photos may exist for this station.
 HN0509
 HN0509.The dynamic height is computed by dividing the NAVD 88
 HN0509.geopotential number by the normal gravity value computed on the
 HN0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0509.degrees latitude (g = 980.6199 gals.).
 HN0509
 HN0509.The modeled gravity was interpolated from observed gravity values.
 HN0509
 HN0509;                    North         East    Units  Estimated Accuracy
 HN0509;SPC UT S     - 3,071,650.      540,700.      MT  (+/- 180 meters Scaled)
 HN0509
 HN0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG963294(NAD 83)
 HN0509
 HN0509                          SUPERSEDED SURVEY CONTROL
 HN0509
 HN0509  NGVD 29 (??/??/92) 1290.681  (m)         4234.51   (f) ADJ UNCH    2 0
 HN0509
 HN0509.Superseded values are not recommended for survey control.
 HN0509
 HN0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0509.See file dsdata.pdf to determine how the superseded data were derived.
 HN0509
 HN0509_MARKER: Q = CHISELED SQUARE
 HN0509_SETTING: 80 = SET IN A BOULDER
 HN0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0509+STABILITY: SURFACE MOTION
 HN0509
 HN0509  HISTORY     - Date     Condition        Report By
 HN0509  HISTORY     - 1952     MONUMENTED       USGS
 HN0509  HISTORY     - 1963     GOOD             CGS
 HN0509
 HN0509                          STATION DESCRIPTION
 HN0509
 HN0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0509'46.95 MI SE FROM ESCALANTE.
 HN0509'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0509'AT ESCALANTE, THENCE 41.95 MILES SOUTHEAST ALONG A DIRT ROAD, 135 FEET
 HN0509'SOUTH OF BENCH MARK 107 WF (USGS), 25 FEET EAST OF THE CENTER LINE OF
 HN0509'THE ROAD AND ON THE TOP OF A LOW BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0678 ***********************************************************************
 HO0678  DESIGNATION -  108 DOR
 HO0678  PID         -  HO0678
 HO0678  STATE/COUNTY-  UT/IRON
 HO0678  COUNTRY     -  US
 HO0678  USGS QUAD   -  MODENA (2017)
 HO0678
 HO0678                         *CURRENT SURVEY CONTROL
 HO0678  ______________________________________________________________________
 HO0678* NAD 83(1986) POSITION- 37 48 09.7    (N) 113 55 17.2    (W)   HD_HELD2
 HO0678* NAVD 88 ORTHO HEIGHT -  1671.972 (meters)     5485.46  (feet) POSTED
 HO0678  ______________________________________________________________________
 HO0678  GEOID HEIGHT    -        -22.971 (meters)                     GEOID18
 HO0678  DYNAMIC HEIGHT  -       1670.10  (meters)     5479.3   (feet) COMP
 HO0678  MODELED GRAVITY -    979,451.7   (mgal)                       NAVD 88
 HO0678
 HO0678  VERT ORDER      -  * POSTED, SEE BELOW
 HO0678
 HO0678.The horizontal coordinates were established by autonomous hand held GPS
 HO0678.observations and have an estimated accuracy of +/- 10 meters.
 HO0678
 HO0678.The orthometric height was determined by differential leveling
 HO0678.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0678
 HO0678.* This is a POSTED BENCH MARK height.
 HO0678
 HO0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0678.GEOID18 height accuracy estimate available here.
 HO0678
 HO0678.Click photographs - Photos may exist for this station.
 HO0678
 HO0678.The dynamic height is computed by dividing the NAVD 88
 HO0678.geopotential number by the normal gravity value computed on the
 HO0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0678.degrees latitude (g = 980.6199 gals.).
 HO0678
 HO0678.The modeled gravity was interpolated from observed gravity values.
 HO0678
 HO0678;                    North         East    Units  Estimated Accuracy
 HO0678;SPC UT S     - 3,128,841.      286,784.      MT  (+/- 10 meters HH2 GPS)
 HO0678
 HO0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG4279187945(NAD 83)
 HO0678
 HO0678                          SUPERSEDED SURVEY CONTROL
 HO0678
 HO0678.No superseded survey control is available for this station.
 HO0678
 HO0678_MARKER: DD = SURVEY DISK
 HO0678_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0678_SP_SET: CULVERT HEADWALL
 HO0678_STAMPING: 108 DOR 1971 5482
 HO0678_MARK LOGO: USGS
 HO0678_MAGNETIC: I = MARKER IS A STEEL ROD
 HO0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0678+STABILITY: SURFACE MOTION
 HO0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0678+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HO0678
 HO0678  HISTORY     - Date     Condition        Report By
 HO0678  HISTORY     - 1971     MONUMENTED       USGS
 HO0678  HISTORY     - 1971     GOOD             USGS
 HO0678
 HO0678                          STATION DESCRIPTION
 HO0678
 HO0678'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0678'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 HO0678'ROAD NORTH TO GARRISON, PROCEED 0.2 MILES EAST ALONG STATE HIGHWAY 56
 HO0678'TO AN EIGHT FOOT DIAMETER CORRUGATED METAL PIPE CULVERT, 0.3 MILES
 HO0678'WEST OF A RAILROAD OVERPASS, 45 FEET SOUTHWEST OF THE HIGHWAY, IN THE
 HO0678'SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL AND 1.5 METERS
 HO0678'(4.9 FEET) BELOW THE HIGHWAY.
 HO0678
 HO0678                          STATION RECOVERY (1971)
 HO0678
 HO0678'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HO0678'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0336 ***********************************************************************
 MS0336  DESIGNATION -  108 FMK
 MS0336  PID         -  MS0336
 MS0336  STATE/COUNTY-  UT/BOX ELDER
 MS0336  COUNTRY     -  US
 MS0336  USGS QUAD   -  HOGUP RIDGE NORTH (2017)
 MS0336
 MS0336                         *CURRENT SURVEY CONTROL
 MS0336  ______________________________________________________________________
 MS0336* NAD 83(1986) POSITION- 41 15 32.     (N) 113 07 18.     (W)   SCALED
 MS0336* NAVD 88 ORTHO HEIGHT -  1294.025 (meters)     4245.48  (feet) ADJUSTED
 MS0336  ______________________________________________________________________
 MS0336  GEOID HEIGHT    -        -16.841 (meters)                     GEOID18
 MS0336  DYNAMIC HEIGHT  -       1293.127 (meters)     4242.53  (feet) COMP
 MS0336  MODELED GRAVITY -    979,884.6   (mgal)                       NAVD 88
 MS0336
 MS0336  VERT ORDER      -  SECOND    CLASS 0
 MS0336
 MS0336.The horizontal coordinates were scaled from a map and have
 MS0336.an estimated accuracy of +/- 6 seconds.
 MS0336
 MS0336.The orthometric height was determined by differential leveling and
 MS0336.adjusted by the NATIONAL GEODETIC SURVEY
 MS0336.in June 1991.
 MS0336
 MS0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0336.GEOID18 height accuracy estimate available here.
 MS0336
 MS0336.Click photographs - Photos may exist for this station.
 MS0336
 MS0336.The dynamic height is computed by dividing the NAVD 88
 MS0336.geopotential number by the normal gravity value computed on the
 MS0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0336.degrees latitude (g = 980.6199 gals.).
 MS0336
 MS0336.The modeled gravity was interpolated from observed gravity values.
 MS0336
 MS0336;                    North         East    Units  Estimated Accuracy
 MS0336;SPC UT N     - 1,104,050.      364,110.      MT  (+/- 180 meters Scaled)
 MS0336
 MS0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL222696(NAD 83)
 MS0336
 MS0336                          SUPERSEDED SURVEY CONTROL
 MS0336
 MS0336  NGVD 29 (??/??/92) 1293.041  (m)         4242.25   (f) ADJ UNCH    2 0
 MS0336
 MS0336.Superseded values are not recommended for survey control.
 MS0336
 MS0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0336.See file dsdata.pdf to determine how the superseded data were derived.
 MS0336
 MS0336_MARKER: DB = BENCH MARK DISK
 MS0336_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0336_STAMPING: 108 FMK 1966
 MS0336_MARK LOGO: USGS
 MS0336_PROJECTION: FLUSH
 MS0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0336_ROD/PIPE-DEPTH: 5.79 meters
 MS0336
 MS0336  HISTORY     - Date     Condition        Report By
 MS0336  HISTORY     - 1966     MONUMENTED       USGS
 MS0336  HISTORY     - 1994     GOOD             NGS
 MS0336
 MS0336                          STATION DESCRIPTION
 MS0336
 MS0336'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0336'IN HOGUP.
 MS0336'AT HOGUP, ALONG THE SOUTHERN PACIFIC RAILROAD, 46 FEET NORTH OF MILE
 MS0336'POST 721, 158 FEET EAST OF THE EAST FENCE OF STOCK PENS, 91.6 FEET
 MS0336'NORTH OF THE NORTH RAIL, 0.8 FOOT EAST OF A WITNESS POST, ABOUT 4 FEET
 MS0336'LOWER THAN THE TRACK.  A DISK ON A 5/8-INCH COPPER COATED ROD DRIVEN
 MS0336'TO A DEPTH OF 19 FEET. THE ROD IS SURROUNDED BY AN 8-INCH ORANGEBURG
 MS0336'PIPE WHICH PROJECTS 6 INCHES.
 MS0336
 MS0336                          STATION RECOVERY (1994)
 MS0336
 MS0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 MS0336'IN HOGUP, 253 FEET EAST OF A LOADING CHUTE, 92 FEET NORTH OF THE
 MS0336'NORTHRAIL OF THE DOUBLE TRACK SOUTHERN PACIFIC RAILROAD, 46 FEET
 MS0336'NORTH OF MILEPOST 721.
 MS0336'THE MARK IS 1 FT  E FROM  A WITNESS POST
 MS0336'THE MARK IS 6 FT BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0512 ***********************************************************************
 HN0512  DESIGNATION -  108 WF
 HN0512  PID         -  HN0512
 HN0512  STATE/COUNTY-  UT/KANE
 HN0512  COUNTRY     -  US
 HN0512  USGS QUAD   -  SOONER BENCH (2017)
 HN0512
 HN0512                         *CURRENT SURVEY CONTROL
 HN0512  ______________________________________________________________________
 HN0512* NAD 83(1986) POSITION- 37 18 16.     (N) 111 01 38.     (W)   SCALED
 HN0512* NAVD 88 ORTHO HEIGHT -  1299.159 (meters)     4262.32  (feet) ADJUSTED
 HN0512  ______________________________________________________________________
 HN0512  GEOID HEIGHT    -        -22.621 (meters)                     GEOID18
 HN0512  DYNAMIC HEIGHT  -       1297.617 (meters)     4257.27  (feet) COMP
 HN0512  MODELED GRAVITY -    979,401.0   (mgal)                       NAVD 88
 HN0512
 HN0512  VERT ORDER      -  SECOND    CLASS 0
 HN0512
 HN0512.The horizontal coordinates were scaled from a map and have
 HN0512.an estimated accuracy of +/- 6 seconds.
 HN0512
 HN0512.The orthometric height was determined by differential leveling and
 HN0512.adjusted by the NATIONAL GEODETIC SURVEY
 HN0512.in June 1991.
 HN0512
 HN0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0512.GEOID18 height accuracy estimate available here.
 HN0512
 HN0512.Click photographs - Photos may exist for this station.
 HN0512
 HN0512.The dynamic height is computed by dividing the NAVD 88
 HN0512.geopotential number by the normal gravity value computed on the
 HN0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0512.degrees latitude (g = 980.6199 gals.).
 HN0512
 HN0512.The modeled gravity was interpolated from observed gravity values.
 HN0512
 HN0512;                    North         East    Units  Estimated Accuracy
 HN0512;SPC UT S     - 3,070,890.      541,910.      MT  (+/- 180 meters Scaled)
 HN0512
 HN0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG975286(NAD 83)
 HN0512
 HN0512                          SUPERSEDED SURVEY CONTROL
 HN0512
 HN0512  NGVD 29 (??/??/92) 1298.079  (m)         4258.78   (f) ADJ UNCH    2 0
 HN0512
 HN0512.Superseded values are not recommended for survey control.
 HN0512
 HN0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0512.See file dsdata.pdf to determine how the superseded data were derived.
 HN0512
 HN0512_MARKER: DD = SURVEY DISK
 HN0512_SETTING: 80 = SET IN A BOULDER
 HN0512_STAMPING: 108 W F 1952 4260
 HN0512_MARK LOGO: USGS
 HN0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0512+STABILITY: SURFACE MOTION
 HN0512
 HN0512  HISTORY     - Date     Condition        Report By
 HN0512  HISTORY     - 1952     MONUMENTED       USGS
 HN0512  HISTORY     - 1963     GOOD             CGS
 HN0512
 HN0512                          STATION DESCRIPTION
 HN0512
 HN0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0512'49.0 MI SE FROM ESCALANTE.
 HN0512'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0512'AT ESCALANTE, THENCE 44.0 MILES SOUTHEAST ALONG A DIRT ROAD, AT THE
 HN0512'SUMMIT OF A GRADE, ON THE TOP OF A SMALL ROCKY KNOLL, IN THE TOP OF A
 HN0512'3 1/2- BY 4 1/2-FOOT BOULDER WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE
 HN0512'GROUND, 101 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET
 HN0512'EAST OF A WITNESS POST, AND ABOUT 11 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1040 ***********************************************************************
 LO1040  DESIGNATION -  10877 VA
 LO1040  PID         -  LO1040
 LO1040  STATE/COUNTY-  UT/DUCHESNE
 LO1040  COUNTRY     -  US
 LO1040  USGS QUAD   -  BOLLIE LAKE (2017)
 LO1040
 LO1040                         *CURRENT SURVEY CONTROL
 LO1040  ______________________________________________________________________
 LO1040* NAD 83(1994) POSITION- 40 39 33.28237(N) 110 09 16.74875(W)   ADJUSTED
 LO1040* NAVD 88 ORTHO HEIGHT -  3317.    (meters)    10883.    (feet) SCALED
 LO1040  ______________________________________________________________________
 LO1040  GEOID HEIGHT    -        -12.935 (meters)                     GEOID18
 LO1040  LAPLACE CORR    -          8.87  (seconds)                    DEFLEC18
 LO1040  HORZ ORDER      -  SECOND
 LO1040
 LO1040.The horizontal coordinates were established by classical geodetic methods
 LO1040.and adjusted by the National Geodetic Survey in November 1997.
 LO1040
 LO1040.The orthometric height was scaled from a topographic map.
 LO1040
 LO1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1040.GEOID18 height accuracy estimate available here.
 LO1040
 LO1040.Click photographs - Photos may exist for this station.
 LO1040
 LO1040.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1040
 LO1040. The following values were computed from the NAD 83(1994) position.
 LO1040
 LO1040;                    North         East     Units Scale Factor Converg.
 LO1040;SPC UT C     - 2,259,085.908   613,767.975   MT  1.00000231   +0 51 42.5
 LO1040;SPC UT C     - 7,411,684.35  2,013,670.43   sFT  1.00000231   +0 51 42.5
 LO1040;UTM  12      - 4,501,274.650   571,460.305   MT  0.99966285   +0 33 02.9
 LO1040
 LO1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1040!SPC UT C     -   0.99948203  x   1.00000231  =   0.99948434
 LO1040!UTM  12      -   0.99948203  x   0.99966285  =   0.99914505
 LO1040
 LO1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL7146001274(NAD 83)
 LO1040
 LO1040                          SUPERSEDED SURVEY CONTROL
 LO1040
 LO1040  NAD 83(1993)-  40 39 33.28185(N)    110 09 16.74943(W) AD(       ) 2
 LO1040  NAD 83(1986)-  40 39 33.26304(N)    110 09 16.73612(W) AD(       ) 2
 LO1040  NAD 27      -  40 39 33.45000(N)    110 09 14.16500(W) AD(       ) 2
 LO1040
 LO1040.Superseded values are not recommended for survey control.
 LO1040
 LO1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1040.See file dsdata.pdf to determine how the superseded data were derived.
 LO1040
 LO1040_MARKER: DB = BENCH MARK DISK
 LO1040_SETTING: 80 = SET IN A BOULDER
 LO1040_STAMPING: 10877 VA
 LO1040_MARK LOGO: USGS
 LO1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1040+STABILITY: SURFACE MOTION
 LO1040
 LO1040  HISTORY     - Date     Condition        Report By
 LO1040  HISTORY     - UNK      MONUMENTED       USGS
 LO1040  HISTORY     - 1947     GOOD             CGS
 LO1040
 LO1040                          STATION DESCRIPTION
 LO1040
 LO1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LO1040'TO REACH STATION UINTA FROM THE CROSSROAD IN NEOLA.  GO NORTH
 LO1040'7.5 MILES TO A FORK.  TURN LEFT, GO 1.2 MILE TO A FORK.  KEEP ROAD
 LO1040'TO RIGHT, GO 4.25 MILES TO A FORK JUST AFTER CROSSING THE
 LO1040'UINTA RIVER.  KEEP ROAD TO RIGHT UP MOUNTAIN 10.4 MILES TO END
 LO1040'OF ROAD AT A LARGE GRASSY CLEARING KNOWN AS BENNION PARK.  TURN
 LO1040'LEFT, FOLLOW CLEARING WESTERLY 1.9 MILE TO SEVERAL BLAZED TREES
 LO1040'ON NORTH SIDE OF CLEARING AND END OF TRUCK TRAVEL.  THIS IS
 LO1040'0.1 MILE EAST OF THE NORTHWEST CORNER OF CLEARING.  FROM HERE
 LO1040'FOLLOW BLAZES NORTH-NORTHWESTERLY APPROXIMATELY 1 MILE TO A
 LO1040'LARGE CLEARING.  TURN LEFT, FOLLOW SOUTHERN EDGE OF CLEARING
 LO1040'APPROXIMATELY 1 MILE TO A ROCKY RIDGE.  THE STATION PEAK
 LO1040'CAN BE SEEN TO THE WEST FROM THIS POINT.  BEAR TO THE RIGHT
 LO1040'TOWARD THE STATION PEAK, GO APPROXIMATELY 0.3 MILE THROUGH
 LO1040'SCATTERED TREES TO THE WEST EDGE OF CLEARING AND A TRAIL.
 LO1040'FOLLOW TRAIL TO LEFT ALONG EDGE OF CLEARING AND THROUGH TREES
 LO1040'APPROXIMATELY 1 MILE TO A FORK AT A ROCK CAIRN WITH A
 LO1040'SMALL POLE IN THE CENTER OF IT ON THE LEFT, AND A
 LO1040'TRIANGULAR BLAZED TREE ON THE RIGHT.  FOLLOW BLAZES TO RIGHT
 LO1040'THROUGH TIMBER, OVER RIDGE, APPROXIMATELY 1.25 MILE TO A
 LO1040'CREEK AND A CAMP SITE JUST BEYOND.  CONTINUE WESTERLY UP
 LO1040'MOUNTAIN SIDE TO HIGHEST POINT AND STATION.  THERE IS A VERY DIM
 LO1040'TRAIL FROM THE CAMP SITE TO THE VICINITY OF THE STATION UINTA.  A
 LO1040'3-HOUR PACK.
 LO1040'
 LO1040'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET
 LO1040'IN A LOOSE BOULDER WHICH HAS APPARANTLY BEEN MOVED FROM ITS
 LO1040'ORIGINAL LOCATION.  IT IS STAMPED, 10877 VA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1139 ***********************************************************************
 LO1139  DESIGNATION -  10887
 LO1139  PID         -  LO1139
 LO1139  STATE/COUNTY-  UT/SUMMIT
 LO1139  COUNTRY     -  US
 LO1139  USGS QUAD   -  SLADER BASIN (2017)
 LO1139
 LO1139                         *CURRENT SURVEY CONTROL
 LO1139  ______________________________________________________________________
 LO1139* NAD 83(1994) POSITION- 40 52 12.04736(N) 111 00 01.55950(W)   ADJUSTED
 LO1139* NAVD 88 ORTHO HEIGHT -  3315.    (meters)    10876.    (feet) SCALED
 LO1139  ______________________________________________________________________
 LO1139  GEOID HEIGHT    -        -13.893 (meters)                     GEOID18
 LO1139  LAPLACE CORR    -         15.27  (seconds)                    DEFLEC18
 LO1139  HORZ ORDER      -  SECOND
 LO1139
 LO1139.The horizontal coordinates were established by classical geodetic methods
 LO1139.and adjusted by the National Geodetic Survey in November 1997.
 LO1139
 LO1139.The orthometric height was scaled from a topographic map.
 LO1139
 LO1139.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1139.GEOID18 height accuracy estimate available here.
 LO1139
 LO1139.Click photographs - Photos may exist for this station.
 LO1139
 LO1139.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1139
 LO1139. The following values were computed from the NAD 83(1994) position.
 LO1139
 LO1139;                    North         East     Units Scale Factor Converg.
 LO1139;SPC UT N     - 1,059,718.756   542,112.486   MT  0.99997879   +0 19 45.8
 LO1139;SPC UT N     - 3,476,760.62  1,778,580.71   sFT  0.99997879   +0 19 45.8
 LO1139;UTM  12      - 4,524,327.452   499,963.496   MT  0.99960000   -0 00 01.0
 LO1139
 LO1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1139!SPC UT N     -   0.99948250  x   0.99997879  =   0.99946131
 LO1139!UTM  12      -   0.99948250  x   0.99960000  =   0.99908271
 LO1139
 LO1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL9996324327(NAD 83)
 LO1139
 LO1139                          SUPERSEDED SURVEY CONTROL
 LO1139
 LO1139  NAD 83(1993)-  40 52 12.04751(N)    111 00 01.55910(W) AD(       ) 2
 LO1139  NAD 83(1986)-  40 52 12.03304(N)    111 00 01.54865(W) AD(       ) 2
 LO1139  NAD 27      -  40 52 12.21980(N)    110 59 58.91150(W) AD(       ) 2
 LO1139
 LO1139.Superseded values are not recommended for survey control.
 LO1139
 LO1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1139.See file dsdata.pdf to determine how the superseded data were derived.
 LO1139
 LO1139_MARKER: DD = SURVEY DISK
 LO1139_SETTING: 80 = SET IN A BOULDER
 LO1139_STAMPING: 10887
 LO1139_MARK LOGO: USGS
 LO1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1139+STABILITY: SURFACE MOTION
 LO1139
 LO1139  HISTORY     - Date     Condition        Report By
 LO1139  HISTORY     - 1938     MONUMENTED       USGS
 LO1139  HISTORY     - 1962     GOOD             CGS
 LO1139
 LO1139                          STATION DESCRIPTION
 LO1139
 LO1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO1139'THE STATION IS ON A HIGH, BEAR RIDGE THAT IS A ROCKY BLUFF
 LO1139'TO THE WEST AND SLOPES GRADUALLY TO THE EAST.  IT IS ABOUT
 LO1139'30 MILES SOUTH OF EVANSTON, WYOMING, 8-3/4 MILES WEST OF UTAH,
 LO1139'STATE HIGHWAY 150 AND 8-1/2 MILES SOUTH OF UTAH - WYOMING
 LO1139'STATE LINE.
 LO1139'
 LO1139'THE MARK IS A LEAD DISK, CEMENTED IN A DRILL HOLE IN A 3 X 2
 LO1139'FOOT BOULDER PROJECTING 10 INCHES.  THE MARK IS STAMPED
 LO1139'10887 FEET.
 LO1139'
 LO1139'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WINDY,
 LO1139'THE DISTANCE BEING 23.63 FEET OR 7.203 METERS SOUTHWEST OF THE
 LO1139'STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0686 ***********************************************************************
 HO0686  DESIGNATION -  109 DOR
 HO0686  PID         -  HO0686
 HO0686  STATE/COUNTY-  UT/IRON
 HO0686  COUNTRY     -  US
 HO0686  USGS QUAD   -  MODENA (2017)
 HO0686
 HO0686                         *CURRENT SURVEY CONTROL
 HO0686  ______________________________________________________________________
 HO0686* NAD 83(1986) POSITION- 37 48 47.9    (N) 113 55 48.8    (W)   HD_HELD2
 HO0686* NAVD 88 ORTHO HEIGHT -  1694.137 (meters)     5558.18  (feet) POSTED
 HO0686  ______________________________________________________________________
 HO0686  GEOID HEIGHT    -        -22.938 (meters)                     GEOID18
 HO0686  DYNAMIC HEIGHT  -       1692.24  (meters)     5552.0   (feet) COMP
 HO0686  MODELED GRAVITY -    979,447.4   (mgal)                       NAVD 88
 HO0686
 HO0686  VERT ORDER      -  * POSTED, SEE BELOW
 HO0686
 HO0686.The horizontal coordinates were established by autonomous hand held GPS
 HO0686.observations and have an estimated accuracy of +/- 10 meters.
 HO0686
 HO0686.The orthometric height was determined by differential leveling
 HO0686.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0686
 HO0686.* This is a POSTED BENCH MARK height.
 HO0686
 HO0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0686.GEOID18 height accuracy estimate available here.
 HO0686
 HO0686.Click photographs - Photos may exist for this station.
 HO0686
 HO0686.The dynamic height is computed by dividing the NAVD 88
 HO0686.geopotential number by the normal gravity value computed on the
 HO0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0686.degrees latitude (g = 980.6199 gals.).
 HO0686
 HO0686.The modeled gravity was interpolated from observed gravity values.
 HO0686
 HO0686;                    North         East    Units  Estimated Accuracy
 HO0686;SPC UT S     - 3,130,038.      286,042.      MT  (+/- 10 meters HH2 GPS)
 HO0686
 HO0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG4205589147(NAD 83)
 HO0686
 HO0686                          SUPERSEDED SURVEY CONTROL
 HO0686
 HO0686  NGVD 29 (??/??/92) 1692.98   (m)         5554.4    (f) COMPUTED    2 0
 HO0686
 HO0686.Superseded values are not recommended for survey control.
 HO0686
 HO0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0686.See file dsdata.pdf to determine how the superseded data were derived.
 HO0686
 HO0686_MARKER: DB = BENCH MARK DISK
 HO0686_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0686_STAMPING: 109 DOR 1971 5554
 HO0686_MARK LOGO: USGS
 HO0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0686
 HO0686  HISTORY     - Date     Condition        Report By
 HO0686  HISTORY     - 1971     MONUMENTED       USGS
 HO0686
 HO0686                          STATION DESCRIPTION
 HO0686
 HO0686'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0686'1.3 KM (0.80 MI) NORTH FROM MODENA.
 HO0686'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 HO0686'ROAD NORTH TO GARRISON, PROCEED 0.8 MILES NORTH ALONG GARRISON ROAD
 HO0686'TO A T-ROAD EAST TO BERYL, 180 FEET NORTH OF THE T-ROAD, 35 FEET EAST
 HO0686'OF THE ROAD, 25 FEET NORTH OF A FENCE CORNER, 0.5 FEET WEST OF A
 HO0686'FENCE.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN
 HO0686'A PIPE PROJECTING 3 INCHES.
 HO0686'THE MARK IS 0.5 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0337 ***********************************************************************
 MS0337  DESIGNATION -  109 FMK
 MS0337  PID         -  MS0337
 MS0337  STATE/COUNTY-  UT/BOX ELDER
 MS0337  COUNTRY     -  US
 MS0337  USGS QUAD   -  HOGUP RIDGE NORTH (2017)
 MS0337
 MS0337                         *CURRENT SURVEY CONTROL
 MS0337  ______________________________________________________________________
 MS0337* NAD 83(1986) POSITION- 41 15 22.     (N) 113 06 12.     (W)   SCALED
 MS0337* NAVD 88 ORTHO HEIGHT -  1294.802 (meters)     4248.03  (feet) ADJUSTED
 MS0337  ______________________________________________________________________
 MS0337  GEOID HEIGHT    -        -16.838 (meters)                     GEOID18
 MS0337  DYNAMIC HEIGHT  -       1293.904 (meters)     4245.08  (feet) COMP
 MS0337  MODELED GRAVITY -    979,884.7   (mgal)                       NAVD 88
 MS0337
 MS0337  VERT ORDER      -  SECOND    CLASS 0
 MS0337
 MS0337.The horizontal coordinates were scaled from a map and have
 MS0337.an estimated accuracy of +/- 6 seconds.
 MS0337
 MS0337.The orthometric height was determined by differential leveling and
 MS0337.adjusted by the NATIONAL GEODETIC SURVEY
 MS0337.in June 1991.
 MS0337
 MS0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0337.GEOID18 height accuracy estimate available here.
 MS0337
 MS0337.Click photographs - Photos may exist for this station.
 MS0337
 MS0337.The dynamic height is computed by dividing the NAVD 88
 MS0337.geopotential number by the normal gravity value computed on the
 MS0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0337.degrees latitude (g = 980.6199 gals.).
 MS0337
 MS0337.The modeled gravity was interpolated from observed gravity values.
 MS0337
 MS0337;                    North         East    Units  Estimated Accuracy
 MS0337;SPC UT N     - 1,103,710.      365,640.      MT  (+/- 180 meters Scaled)
 MS0337
 MS0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL237693(NAD 83)
 MS0337
 MS0337                          SUPERSEDED SURVEY CONTROL
 MS0337
 MS0337  NGVD 29 (??/??/92) 1293.820  (m)         4244.81   (f) ADJ UNCH    2 0
 MS0337
 MS0337.Superseded values are not recommended for survey control.
 MS0337
 MS0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0337.See file dsdata.pdf to determine how the superseded data were derived.
 MS0337
 MS0337_MARKER: DB = BENCH MARK DISK
 MS0337_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0337_STAMPING: 109 FMK 1966
 MS0337_MARK LOGO: USGS
 MS0337_PROJECTION: FLUSH
 MS0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0337_ROD/PIPE-DEPTH: 12.3 meters
 MS0337
 MS0337  HISTORY     - Date     Condition        Report By
 MS0337  HISTORY     - 1966     MONUMENTED       USGS
 MS0337  HISTORY     - 1975     GOOD             NGS
 MS0337
 MS0337                          STATION DESCRIPTION
 MS0337
 MS0337'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0337'1.0 MI E FROM HOGUP.
 MS0337'1.0 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STOCK PENS
 MS0337'AT HOGUP, 26 1/2 FEET NORTH OF MILE POST 722, 86.9 FEET NORTH OF THE
 MS0337'NORTH RAIL, 0.6 FOOT WEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN
 MS0337'THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO
 MS0337'A DEPTH OF 40 1/2 FEET.  THE ROD IS ENCASED IN AN 8-INCH ORANGEBURG
 MS0337'PIPE WHICH PROJECTS 0.3 FOOT.
 MS0337
 MS0337                          STATION RECOVERY (1975)
 MS0337
 MS0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MS0337'1 MILE EAST OF HOGUP, ALONG SOUTHERN PACIFIC RAILROAD, AT MILEPOST
 MS0337'722, 87 FEET NORTH OF NORTH RAIL, 65 FEET NORTH OF THE ROAD, 27 FEET
 MS0337'NORTH AND 3 FEET WEST OF THE MILEPOST.
 MS0337'THE MARK IS 1 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0514 ***********************************************************************
 HN0514  DESIGNATION -  109 WF
 HN0514  PID         -  HN0514
 HN0514  STATE/COUNTY-  UT/KANE
 HN0514  COUNTRY     -  US
 HN0514  USGS QUAD   -  SOONER BENCH (2017)
 HN0514
 HN0514                         *CURRENT SURVEY CONTROL
 HN0514  ______________________________________________________________________
 HN0514* NAD 83(1986) POSITION- 37 16 45.     (N) 111 01 00.     (W)   SCALED
 HN0514* NAVD 88 ORTHO HEIGHT -  1316.697 (meters)     4319.86  (feet) ADJUSTED
 HN0514  ______________________________________________________________________
 HN0514  GEOID HEIGHT    -        -22.653 (meters)                     GEOID18
 HN0514  DYNAMIC HEIGHT  -       1315.104 (meters)     4314.64  (feet) COMP
 HN0514  MODELED GRAVITY -    979,378.2   (mgal)                       NAVD 88
 HN0514
 HN0514  VERT ORDER      -  SECOND    CLASS 0
 HN0514
 HN0514.The horizontal coordinates were scaled from a map and have
 HN0514.an estimated accuracy of +/- 6 seconds.
 HN0514
 HN0514.The orthometric height was determined by differential leveling and
 HN0514.adjusted by the NATIONAL GEODETIC SURVEY
 HN0514.in June 1991.
 HN0514
 HN0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0514.GEOID18 height accuracy estimate available here.
 HN0514
 HN0514.Click photographs - Photos may exist for this station.
 HN0514
 HN0514.The dynamic height is computed by dividing the NAVD 88
 HN0514.geopotential number by the normal gravity value computed on the
 HN0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0514.degrees latitude (g = 980.6199 gals.).
 HN0514
 HN0514.The modeled gravity was interpolated from observed gravity values.
 HN0514
 HN0514;                    North         East    Units  Estimated Accuracy
 HN0514;SPC UT S     - 3,068,090.      542,860.      MT  (+/- 180 meters Scaled)
 HN0514
 HN0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG985258(NAD 83)
 HN0514
 HN0514                          SUPERSEDED SURVEY CONTROL
 HN0514
 HN0514  NGVD 29 (??/??/92) 1315.594  (m)         4316.24   (f) ADJ UNCH    2 0
 HN0514
 HN0514.Superseded values are not recommended for survey control.
 HN0514
 HN0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0514.See file dsdata.pdf to determine how the superseded data were derived.
 HN0514
 HN0514_MARKER: DD = SURVEY DISK
 HN0514_SETTING: 80 = SET IN A BOULDER
 HN0514_STAMPING: 109 W F 1952 4318
 HN0514_MARK LOGO: USGS
 HN0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0514+STABILITY: SURFACE MOTION
 HN0514
 HN0514  HISTORY     - Date     Condition        Report By
 HN0514  HISTORY     - 1952     MONUMENTED       USGS
 HN0514  HISTORY     - 1963     GOOD             CGS
 HN0514
 HN0514                          STATION DESCRIPTION
 HN0514
 HN0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0514'51.0 MI SE FROM ESCALANTE.
 HN0514'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0514'AT ESCALANTE, THENCE 46.0 MILES SOUTHEAST ALONG A DIRT ROAD, ABOUT 225
 HN0514'FEET SOUTHEAST OF THE CROSSING OF A WASH, IN THE TOP OF A 6- BY 13
 HN0514'1/2-FOOT BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND, 12 FEET
 HN0514'NORTH OF THE CENTER LINE OF THE ROAD, 4.4 FEET WEST OF A WITNESS POST,
 HN0514'AND ABOUT 2 1/2 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0032 ***********************************************************************
 JO0032  DESIGNATION -  11
 JO0032  PID         -  JO0032
 JO0032  STATE/COUNTY-  UT/MILLARD
 JO0032  COUNTRY     -  US
 JO0032  USGS QUAD   -  COVE FORT (2017)
 JO0032
 JO0032                         *CURRENT SURVEY CONTROL
 JO0032  ______________________________________________________________________
 JO0032* NAD 83(1986) POSITION- 38 35 33.     (N) 112 30 05.     (W)   SCALED
 JO0032* NAVD 88 ORTHO HEIGHT -  2160.909 (meters)     7089.58  (feet) ADJUSTED
 JO0032  ______________________________________________________________________
 JO0032  GEOID HEIGHT    -        -19.293 (meters)                     GEOID18
 JO0032  DYNAMIC HEIGHT  -       2158.405 (meters)     7081.37  (feet) COMP
 JO0032  MODELED GRAVITY -    979,392.2   (mgal)                       NAVD 88
 JO0032
 JO0032  VERT ORDER      -  FIRST     CLASS II
 JO0032
 JO0032.The horizontal coordinates were scaled from a map and have
 JO0032.an estimated accuracy of +/- 6 seconds.
 JO0032
 JO0032.The orthometric height was determined by differential leveling and
 JO0032.adjusted by the NATIONAL GEODETIC SURVEY
 JO0032.in June 1991.
 JO0032
 JO0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0032.GEOID18 height accuracy estimate available here.
 JO0032
 JO0032.Click photographs - Photos may exist for this station.
 JO0032
 JO0032.The dynamic height is computed by dividing the NAVD 88
 JO0032.geopotential number by the normal gravity value computed on the
 JO0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0032.degrees latitude (g = 980.6199 gals.).
 JO0032
 JO0032.The modeled gravity was interpolated from observed gravity values.
 JO0032
 JO0032;                    North         East    Units  Estimated Accuracy
 JO0032;SPC UT C     - 2,029,260.      412,750.      MT  (+/- 180 meters Scaled)
 JO0032
 JO0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH692726(NAD 83)
 JO0032
 JO0032                          SUPERSEDED SURVEY CONTROL
 JO0032
 JO0032  NGVD 29 (??/??/92) 2159.57   (m)         7085.2    (f) COMPUTED    1 2
 JO0032
 JO0032.Superseded values are not recommended for survey control.
 JO0032
 JO0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0032.See file dsdata.pdf to determine how the superseded data were derived.
 JO0032
 JO0032_MARKER: DD = SURVEY DISK
 JO0032_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0032_SP_SET: CULVERT HEADWALL
 JO0032_STAMPING: 11 1951
 JO0032_MARK LOGO: BPR
 JO0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0032+STABILITY: SURFACE MOTION
 JO0032
 JO0032  HISTORY     - Date     Condition        Report By
 JO0032  HISTORY     - 1951     MONUMENTED       BPR
 JO0032
 JO0032                          STATION DESCRIPTION
 JO0032
 JO0032'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1951
 JO0032'5.1 MI E FROM COVE FORT.
 JO0032'5.1 MILES EAST ALONG STATE HIGHWAY 13 FROM COVE FORT, MILLARD COUNTY,
 JO0032'AT A CORRUGATED-METAL PIPE CULVERT, IN THE TOP OF THE NORTH CONCRETE
 JO0032'HEADWALL, AND 18 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0641 ***********************************************************************
 JO0641  DESIGNATION -  11 DOR
 JO0641  PID         -  JO0641
 JO0641  STATE/COUNTY-  UT/BEAVER
 JO0641  COUNTRY     -  US
 JO0641  USGS QUAD   -  LAMERDORF PEAK NW (2017)
 JO0641
 JO0641                         *CURRENT SURVEY CONTROL
 JO0641  ______________________________________________________________________
 JO0641* NAD 83(1986) POSITION- 38 23 23.     (N) 113 42 13.     (W)   SCALED
 JO0641* NAVD 88 ORTHO HEIGHT -  1712.788 (meters)     5619.37  (feet) POSTED
 JO0641  ______________________________________________________________________
 JO0641  GEOID HEIGHT    -        -21.469 (meters)                     GEOID18
 JO0641  DYNAMIC HEIGHT  -       1710.91  (meters)     5613.2   (feet) COMP
 JO0641  MODELED GRAVITY -    979,474.9   (mgal)                       NAVD 88
 JO0641
 JO0641  VERT ORDER      -  * POSTED, SEE BELOW
 JO0641
 JO0641.The horizontal coordinates were scaled from a map and have
 JO0641.an estimated accuracy of +/- 6 seconds.
 JO0641
 JO0641.The orthometric height was determined by differential leveling
 JO0641.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0641
 JO0641.* This is a POSTED BENCH MARK height.
 JO0641
 JO0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0641.GEOID18 height accuracy estimate available here.
 JO0641
 JO0641.Click photographs - Photos may exist for this station.
 JO0641
 JO0641.The dynamic height is computed by dividing the NAVD 88
 JO0641.geopotential number by the normal gravity value computed on the
 JO0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0641.degrees latitude (g = 980.6199 gals.).
 JO0641
 JO0641.The modeled gravity was interpolated from observed gravity values.
 JO0641
 JO0641;                    North         East    Units  Estimated Accuracy
 JO0641;SPC UT S     - 3,193,510.      307,500.      MT  (+/- 180 meters Scaled)
 JO0641
 JO0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH638525(NAD 83)
 JO0641
 JO0641                          SUPERSEDED SURVEY CONTROL
 JO0641
 JO0641.No superseded survey control is available for this station.
 JO0641
 JO0641_MARKER: DB = BENCH MARK DISK
 JO0641_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0641_STAMPING: 11 DOR 1971 5616
 JO0641_MARK LOGO: USGS
 JO0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0641
 JO0641  HISTORY     - Date     Condition        Report By
 JO0641  HISTORY     - 1971     MONUMENTED       USGS
 JO0641
 JO0641                          STATION DESCRIPTION
 JO0641
 JO0641'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0641'62.0 KM (38.50 MI) NNW FROM LUND.
 JO0641'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0641'AND PINE VALLEY ROAD, PROCEED 38.5 MILES WEST AND NORTH ALONG PINE
 JO0641'VALLEY ROAD TO A POINT 1.0 MILE NORTH OF PINE GROVE ROAD, 9.9 MILES
 JO0641'SOUTH OF STATE HIGHWAY 21, 59 FEET EAST OF THE CENTER OF THE ROAD.  A
 JO0641'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 JO0641'PROJECTING 3 INCHES.
 JO0641'THE MARK IS 1.9 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0556 ***********************************************************************
 MR0556  DESIGNATION -  11 FMK
 MR0556  PID         -  MR0556
 MR0556  STATE/COUNTY-  UT/MORGAN
 MR0556  COUNTRY     -  US
 MR0556  USGS QUAD   -  SNOW BASIN (2017)
 MR0556
 MR0556                         *CURRENT SURVEY CONTROL
 MR0556  ______________________________________________________________________
 MR0556* NAD 83(1986) POSITION- 41 08 25.     (N) 111 50 37.     (W)   SCALED
 MR0556* NAVD 88 ORTHO HEIGHT -  1467.154 (meters)     4813.49  (feet) ADJUSTED
 MR0556  ______________________________________________________________________
 MR0556  GEOID HEIGHT    -        -16.258 (meters)                     GEOID18
 MR0556  DYNAMIC HEIGHT  -       1465.993 (meters)     4809.68  (feet) COMP
 MR0556  MODELED GRAVITY -    979,781.7   (mgal)                       NAVD 88
 MR0556
 MR0556  VERT ORDER      -  FIRST     CLASS II
 MR0556
 MR0556.The horizontal coordinates were scaled from a map and have
 MR0556.an estimated accuracy of +/- 6 seconds.
 MR0556
 MR0556.The orthometric height was determined by differential leveling and
 MR0556.adjusted by the NATIONAL GEODETIC SURVEY
 MR0556.in June 1991.
 MR0556
 MR0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0556.GEOID18 height accuracy estimate available here.
 MR0556
 MR0556.Click photographs - Photos may exist for this station.
 MR0556
 MR0556.The dynamic height is computed by dividing the NAVD 88
 MR0556.geopotential number by the normal gravity value computed on the
 MR0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0556.degrees latitude (g = 980.6199 gals.).
 MR0556
 MR0556.The modeled gravity was interpolated from observed gravity values.
 MR0556
 MR0556;                    North         East    Units  Estimated Accuracy
 MR0556;SPC UT N     - 1,089,670.      471,150.      MT  (+/- 180 meters Scaled)
 MR0556
 MR0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL292546(NAD 83)
 MR0556
 MR0556                          SUPERSEDED SURVEY CONTROL
 MR0556
 MR0556  NGVD 29 (06/08/92) 1466.111  (m)         4810.07   (f) ADJUSTED    1 2
 MR0556
 MR0556.Superseded values are not recommended for survey control.
 MR0556
 MR0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0556.See file dsdata.pdf to determine how the superseded data were derived.
 MR0556
 MR0556_MARKER: DB = BENCH MARK DISK
 MR0556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0556_SP_SET: CONCRETE BARRIER
 MR0556_STAMPING: 11 FMK 1974
 MR0556_MARK LOGO: USGS
 MR0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0556
 MR0556  HISTORY     - Date     Condition        Report By
 MR0556  HISTORY     - 1974     MONUMENTED       USGS
 MR0556  HISTORY     - 1983     GOOD             NGS
 MR0556
 MR0556                          STATION DESCRIPTION
 MR0556
 MR0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0556'19.4 KM (12.05 MI) NW FROM MORGAN.
 MR0556'19.4 KM (12.05 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0556'THE STATION IN MORGAN, IN THE TOP OF THE CONCRETE BARRIER THAT DIVIDES
 MR0556'THE LANES OF OF INTERSTATE HIGHWAY 84, 36.6 METERS (120.1 FT) NORTH OF
 MR0556'THE NEAR RAIL, 19.3 METERS (65.3 FT) NORTH OF A HIGHWAY INFORMATION
 MR0556'SIGN, 5.6 METERS (18.4 FT) NORTH OF THE CENTERLINE OF THE EAST BOUND
 MR0556'LANES OF THE HIGHWAY, AND 6.5 METERS (21.3 FT) SOUTH OF THE CENTERLINE
 MR0556'OF THE WEST BOUND LANES OF THE HIGHWAY.
 MR0556'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HP0420 ***********************************************************************
 HP0420  DESIGNATION -  11 LRC
 HP0420  PID         -  HP0420
 HP0420  STATE/COUNTY-  UT/WASHINGTON
 HP0420  COUNTRY     -  US
 HP0420  USGS QUAD   -  TERRY BENCHES (2018)
 HP0420
 HP0420                         *CURRENT SURVEY CONTROL
 HP0420  ______________________________________________________________________
 HP0420* NAD 83(1986) POSITION- 37 07 19.     (N) 114 00 40.     (W)   SCALED
 HP0420* NAVD 88 ORTHO HEIGHT -   938.897 (meters)     3080.36  (feet) POSTED
 HP0420  ______________________________________________________________________
 HP0420  GEOID HEIGHT    -        -25.073 (meters)                     GEOID18
 HP0420  DYNAMIC HEIGHT  -        937.95  (meters)     3077.3   (feet) COMP
 HP0420  MODELED GRAVITY -    979,594.2   (mgal)                       NAVD 88
 HP0420
 HP0420  VERT ORDER      -  * POSTED, SEE BELOW
 HP0420
 HP0420.The horizontal coordinates were scaled from a map and have
 HP0420.an estimated accuracy of +/- 6 seconds.
 HP0420
 HP0420.The orthometric height was determined by differential leveling
 HP0420.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HP0420
 HP0420.* This is a POSTED BENCH MARK height.
 HP0420
 HP0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 HP0420.GEOID18 height accuracy estimate available here.
 HP0420
 HP0420.Click photographs - Photos may exist for this station.
 HP0420
 HP0420.The dynamic height is computed by dividing the NAVD 88
 HP0420.geopotential number by the normal gravity value computed on the
 HP0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0420.degrees latitude (g = 980.6199 gals.).
 HP0420
 HP0420.The modeled gravity was interpolated from observed gravity values.
 HP0420
 HP0420;                    North         East    Units  Estimated Accuracy
 HP0420;SPC UT S     - 3,053,530.      276,860.      MT  (+/- 180 meters Scaled)
 HP0420
 HP0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB655125(NAD 83)
 HP0420
 HP0420                          SUPERSEDED SURVEY CONTROL
 HP0420
 HP0420.No superseded survey control is available for this station.
 HP0420
 HP0420_MARKER: DD = SURVEY DISK
 HP0420_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0420_STAMPING: 11 LRC 1973 3078
 HP0420_MARK LOGO: USGS
 HP0420_PROJECTION: FLUSH
 HP0420_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0420+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0420
 HP0420  HISTORY     - Date     Condition        Report By
 HP0420  HISTORY     - 1973     MONUMENTED       USGS
 HP0420
 HP0420                          STATION DESCRIPTION
 HP0420
 HP0420'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (LRC)
 HP0420'FROM THE POST OFFICE IN MESQUITE, UTAH, PROCEED 31.8 MILES NORTHEAST
 HP0420'ALONG U S HIGHWAY 91 TO A POINT 9.4 MILES NORTHWEST OF CASTLE ROCK
 HP0420'CLIFF, ALONG LYTLE RANCH ROAD TO THE TOP OF A RIDGE, ABOUT 3.0 MILES
 HP0420'SOUTH OF LYTLE RANCH, 300 FEET NORTH OF A Y-ROAD FORK, 40 FEET WEST
 HP0420'OF THE CENTER OF THE ROAD, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO
 HP0420'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0687 ***********************************************************************
 HO0687  DESIGNATION -  110 DOR
 HO0687  PID         -  HO0687
 HO0687  STATE/COUNTY-  UT/IRON
 HO0687  COUNTRY     -  US
 HO0687  USGS QUAD   -  MODENA (2017)
 HO0687
 HO0687                         *CURRENT SURVEY CONTROL
 HO0687  ______________________________________________________________________
 HO0687* NAD 83(1986) POSITION- 37 49 35.7    (N) 113 56 16.0    (W)   HD_HELD2
 HO0687* NAVD 88 ORTHO HEIGHT -  1721.609 (meters)     5648.31  (feet) POSTED
 HO0687  ______________________________________________________________________
 HO0687  GEOID HEIGHT    -        -22.891 (meters)                     GEOID18
 HO0687  DYNAMIC HEIGHT  -       1719.67  (meters)     5642.0   (feet) COMP
 HO0687  MODELED GRAVITY -    979,441.7   (mgal)                       NAVD 88
 HO0687
 HO0687  VERT ORDER      -  * POSTED, SEE BELOW
 HO0687
 HO0687.The horizontal coordinates were established by autonomous hand held GPS
 HO0687.observations and have an estimated accuracy of +/- 10 meters.
 HO0687
 HO0687.The orthometric height was determined by differential leveling
 HO0687.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0687
 HO0687.* This is a POSTED BENCH MARK height.
 HO0687
 HO0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0687.GEOID18 height accuracy estimate available here.
 HO0687
 HO0687.Click photographs - Photos may exist for this station.
 HO0687
 HO0687.The dynamic height is computed by dividing the NAVD 88
 HO0687.geopotential number by the normal gravity value computed on the
 HO0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0687.degrees latitude (g = 980.6199 gals.).
 HO0687
 HO0687.The modeled gravity was interpolated from observed gravity values.
 HO0687
 HO0687;                    North         East    Units  Estimated Accuracy
 HO0687;SPC UT S     - 3,131,529.      285,415.      MT  (+/- 10 meters HH2 GPS)
 HO0687
 HO0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG4143690641(NAD 83)
 HO0687
 HO0687                          SUPERSEDED SURVEY CONTROL
 HO0687
 HO0687  NGVD 29 (??/??/92) 1720.44   (m)         5644.5    (f) COMPUTED    2 0
 HO0687
 HO0687.Superseded values are not recommended for survey control.
 HO0687
 HO0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0687.See file dsdata.pdf to determine how the superseded data were derived.
 HO0687
 HO0687_MARKER: DB = BENCH MARK DISK
 HO0687_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0687_STAMPING: 110 DOR 1971 5644
 HO0687_MARK LOGO: USGS
 HO0687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0687
 HO0687  HISTORY     - Date     Condition        Report By
 HO0687  HISTORY     - 1971     MONUMENTED       USGS
 HO0687
 HO0687                          STATION DESCRIPTION
 HO0687
 HO0687'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0687'2.9 KM (1.80 MI) NORTH FROM MODENA.
 HO0687'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 HO0687'ROAD NORTH TO GARRISON, PROCEED 1.8 MILES NORTH ALONG GARRISON ROAD,
 HO0687'0.2 MILES SOUTH OF A DRAIN, 0.2 MILES NORTH OF A CEMETARY, 0.1 MILE
 HO0687'SOUTHWEST OF A CATTLEGUARD, 30 FEET WEST OF THE ROAD, 11 FEET
 HO0687'SOUTHEAST OF A POWER POLE, 0.5 FEET NORTHEAST OF A FENCE.  A
 HO0687'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 HO0687'PROJECTING 3 INCHES.
 HO0687'THE MARK IS 0.5 FT  NE FROM  A WITNESS POST
 HO0687'THE MARK IS 4 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0534 ***********************************************************************
 MS0534  DESIGNATION -  110 FMK
 MS0534  PID         -  MS0534
 MS0534  STATE/COUNTY-  UT/BOX ELDER
 MS0534  COUNTRY     -  US
 MS0534  USGS QUAD   -  HOGUP RIDGE NORTH (2017)
 MS0534
 MS0534                         *CURRENT SURVEY CONTROL
 MS0534  ______________________________________________________________________
 MS0534* NAD 83(1986) POSITION- 41 15 12.     (N) 113 04 51.     (W)   SCALED
 MS0534* NAVD 88 ORTHO HEIGHT -  1286.842 (meters)     4221.91  (feet) ADJUSTED
 MS0534  ______________________________________________________________________
 MS0534  GEOID HEIGHT    -        -16.841 (meters)                     GEOID18
 MS0534  DYNAMIC HEIGHT  -       1285.949 (meters)     4218.98  (feet) COMP
 MS0534  MODELED GRAVITY -    979,884.9   (mgal)                       NAVD 88
 MS0534
 MS0534  VERT ORDER      -  SECOND    CLASS 0
 MS0534
 MS0534.The horizontal coordinates were scaled from a map and have
 MS0534.an estimated accuracy of +/- 6 seconds.
 MS0534
 MS0534.The orthometric height was determined by differential leveling and
 MS0534.adjusted by the NATIONAL GEODETIC SURVEY
 MS0534.in June 1991.
 MS0534
 MS0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0534.GEOID18 height accuracy estimate available here.
 MS0534
 MS0534.Click photographs - Photos may exist for this station.
 MS0534
 MS0534.The dynamic height is computed by dividing the NAVD 88
 MS0534.geopotential number by the normal gravity value computed on the
 MS0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0534.degrees latitude (g = 980.6199 gals.).
 MS0534
 MS0534.The modeled gravity was interpolated from observed gravity values.
 MS0534
 MS0534;                    North         East    Units  Estimated Accuracy
 MS0534;SPC UT N     - 1,103,370.      367,520.      MT  (+/- 180 meters Scaled)
 MS0534
 MS0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL256689(NAD 83)
 MS0534
 MS0534                          SUPERSEDED SURVEY CONTROL
 MS0534
 MS0534  NGVD 29 (??/??/92) 1285.86   (m)         4218.7    (f) COMPUTED    2 0
 MS0534
 MS0534.Superseded values are not recommended for survey control.
 MS0534
 MS0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0534.See file dsdata.pdf to determine how the superseded data were derived.
 MS0534
 MS0534_MARKER: DB = BENCH MARK DISK
 MS0534_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0534_STAMPING: 110 FMK 1966
 MS0534_MARK LOGO: USGS
 MS0534_PROJECTION: PROJECTING 8 CENTIMETERS
 MS0534_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0534_ROD/PIPE-DEPTH: 4.57 meters
 MS0534
 MS0534  HISTORY     - Date     Condition        Report By
 MS0534  HISTORY     - 1966     MONUMENTED       USGS
 MS0534
 MS0534                          STATION DESCRIPTION
 MS0534
 MS0534'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0534'3.5 KM (2.20 MI) EAST FROM HOGUP.
 MS0534'2.2 MILES EAST OF HOGUP, ALONG SOUTHERN PACIFIC RAILROAD, 0.2 MILES
 MS0534'EAST OF MILEPOST 723, AT THE BEGINNING OF A SALT FLAT, 142 FEET NORTH
 MS0534'OF THE NORTH RAIL, 115 FEET NORTH OF THE ROAD.
 MS0534'THE MARK IS ABOVE LEVEL WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0688 ***********************************************************************
 HO0688  DESIGNATION -  111 DOR
 HO0688  PID         -  HO0688
 HO0688  STATE/COUNTY-  UT/IRON
 HO0688  COUNTRY     -  US
 HO0688  USGS QUAD   -  MODENA (2017)
 HO0688
 HO0688                         *CURRENT SURVEY CONTROL
 HO0688  ______________________________________________________________________
 HO0688* NAD 83(1986) POSITION- 37 50 29.1    (N) 113 56 28.3    (W)   HD_HELD2
 HO0688* NAVD 88 ORTHO HEIGHT -  1754.153 (meters)     5755.08  (feet) POSTED
 HO0688  ______________________________________________________________________
 HO0688  GEOID HEIGHT    -        -22.840 (meters)                     GEOID18
 HO0688  DYNAMIC HEIGHT  -       1752.17  (meters)     5748.6   (feet) COMP
 HO0688  MODELED GRAVITY -    979,435.6   (mgal)                       NAVD 88
 HO0688
 HO0688  VERT ORDER      -  * POSTED, SEE BELOW
 HO0688
 HO0688.The horizontal coordinates were established by autonomous hand held GPS
 HO0688.observations and have an estimated accuracy of +/- 10 meters.
 HO0688
 HO0688.The orthometric height was determined by differential leveling
 HO0688.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0688
 HO0688.* This is a POSTED BENCH MARK height.
 HO0688
 HO0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0688.GEOID18 height accuracy estimate available here.
 HO0688
 HO0688.Click photographs - Photos may exist for this station.
 HO0688
 HO0688.The dynamic height is computed by dividing the NAVD 88
 HO0688.geopotential number by the normal gravity value computed on the
 HO0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0688.degrees latitude (g = 980.6199 gals.).
 HO0688
 HO0688.The modeled gravity was interpolated from observed gravity values.
 HO0688
 HO0688;                    North         East    Units  Estimated Accuracy
 HO0688;SPC UT S     - 3,133,182.      285,158.      MT  (+/- 10 meters HH2 GPS)
 HO0688
 HO0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG4118792297(NAD 83)
 HO0688
 HO0688                          SUPERSEDED SURVEY CONTROL
 HO0688
 HO0688  NGVD 29 (??/??/92) 1752.97   (m)         5751.2    (f) COMPUTED    2 0
 HO0688
 HO0688.Superseded values are not recommended for survey control.
 HO0688
 HO0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0688.See file dsdata.pdf to determine how the superseded data were derived.
 HO0688
 HO0688_MARKER: DB = BENCH MARK DISK
 HO0688_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0688_STAMPING: 111 DOR 1971 5751
 HO0688_MARK LOGO: USGS
 HO0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0688
 HO0688  HISTORY     - Date     Condition        Report By
 HO0688  HISTORY     - 1971     MONUMENTED       USGS
 HO0688
 HO0688                          STATION DESCRIPTION
 HO0688
 HO0688'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0688'4.7 KM (2.90 MI) NORTH FROM MODENA.
 HO0688'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 HO0688'ROAD NORTH TO GARRISON, PROCEED 2.9 MILES NORTH ALONG GARRISON ROAD
 HO0688'TO A Y-ROAD NORTH, 0.1 MILE EAST OF A POWER LINE, 100 FEET NORTHEAST
 HO0688'OF THE Y-ROAD JUNCTION, 70 FEET EAST OF THE ROAD, 30 FEET EAST OF THE
 HO0688'Y-ROAD, 15 FEET SOUTHEAST OF A 4 BY 4 FOOT CONCRETE BOX.  A
 HO0688'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 HO0688'PROJECTING 3 INCHES.
 HO0688'THE MARK IS 2 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0535 ***********************************************************************
 MS0535  DESIGNATION -  111 FMK
 MS0535  PID         -  MS0535
 MS0535  STATE/COUNTY-  UT/BOX ELDER
 MS0535  COUNTRY     -  US
 MS0535  USGS QUAD   -  HOGUP RIDGE NORTH (2017)
 MS0535
 MS0535                         *CURRENT SURVEY CONTROL
 MS0535  ______________________________________________________________________
 MS0535* NAD 83(1986) POSITION- 41 15 02.     (N) 113 03 44.     (W)   SCALED
 MS0535* NAVD 88 ORTHO HEIGHT -  1282.659 (meters)     4208.19  (feet) ADJUSTED
 MS0535  ______________________________________________________________________
 MS0535  GEOID HEIGHT    -        -16.849 (meters)                     GEOID18
 MS0535  DYNAMIC HEIGHT  -       1281.768 (meters)     4205.27  (feet) COMP
 MS0535  MODELED GRAVITY -    979,885.0   (mgal)                       NAVD 88
 MS0535
 MS0535  VERT ORDER      -  SECOND    CLASS 0
 MS0535
 MS0535.The horizontal coordinates were scaled from a map and have
 MS0535.an estimated accuracy of +/- 6 seconds.
 MS0535
 MS0535.The orthometric height was determined by differential leveling and
 MS0535.adjusted by the NATIONAL GEODETIC SURVEY
 MS0535.in June 1991.
 MS0535
 MS0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0535.GEOID18 height accuracy estimate available here.
 MS0535
 MS0535.Click photographs - Photos may exist for this station.
 MS0535
 MS0535.The dynamic height is computed by dividing the NAVD 88
 MS0535.geopotential number by the normal gravity value computed on the
 MS0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0535.degrees latitude (g = 980.6199 gals.).
 MS0535
 MS0535.The modeled gravity was interpolated from observed gravity values.
 MS0535
 MS0535;                    North         East    Units  Estimated Accuracy
 MS0535;SPC UT N     - 1,103,030.      369,070.      MT  (+/- 180 meters Scaled)
 MS0535
 MS0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL272686(NAD 83)
 MS0535
 MS0535                          SUPERSEDED SURVEY CONTROL
 MS0535
 MS0535  NGVD 29 (??/??/92) 1281.68   (m)         4205.0    (f) COMPUTED    2 0
 MS0535
 MS0535.Superseded values are not recommended for survey control.
 MS0535
 MS0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0535.See file dsdata.pdf to determine how the superseded data were derived.
 MS0535
 MS0535_MARKER: DB = BENCH MARK DISK
 MS0535_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0535_STAMPING: 111 FMK 1966
 MS0535_MARK LOGO: USGS
 MS0535_PROJECTION: FLUSH
 MS0535_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0535_ROD/PIPE-DEPTH: 25.9 meters
 MS0535
 MS0535  HISTORY     - Date     Condition        Report By
 MS0535  HISTORY     - 1966     MONUMENTED       USGS
 MS0535
 MS0535                          STATION DESCRIPTION
 MS0535
 MS0535'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0535'5.1 KM (3.20 MI) EAST FROM HOGUP.
 MS0535'3.2 MILES EAST FROM HOGUP, AT A TURNOUT FILL ON THE SOUTHERN PACIFIC
 MS0535'RAILROAD GRADE, 62 FEET WEST OF AN UNNUMBERED TELEPHONE POLE, 56 FEET
 MS0535'NORTH OF THE NORTH RAIL, 42 FEET NORTH OF THE ROAD.
 MS0535'THE MARK IS 1 FT  E FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0203 ***********************************************************************
 HN0203  DESIGNATION -  111 WF
 HN0203  PID         -  HN0203
 HN0203  STATE/COUNTY-  UT/KANE
 HN0203  COUNTRY     -  US
 HN0203  USGS QUAD   -  DAVIS GULCH (2017)
 HN0203
 HN0203                         *CURRENT SURVEY CONTROL
 HN0203  ______________________________________________________________________
 HN0203* NAD 83(1986) POSITION- 37 15 09.     (N) 110 58 22.     (W)   SCALED
 HN0203* NAVD 88 ORTHO HEIGHT -  1316.033 (meters)     4317.68  (feet) ADJUSTED
 HN0203  ______________________________________________________________________
 HN0203  GEOID HEIGHT    -        -22.716 (meters)                     GEOID18
 HN0203  DYNAMIC HEIGHT  -       1314.564 (meters)     4312.87  (feet) COMP
 HN0203  MODELED GRAVITY -    979,469.1   (mgal)                       NAVD 88
 HN0203
 HN0203  VERT ORDER      -  FIRST     CLASS II
 HN0203
 HN0203.The horizontal coordinates were scaled from a map and have
 HN0203.an estimated accuracy of +/- 6 seconds.
 HN0203
 HN0203.The orthometric height was determined by differential leveling and
 HN0203.adjusted by the NATIONAL GEODETIC SURVEY
 HN0203.in June 1991.
 HN0203
 HN0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0203.GEOID18 height accuracy estimate available here.
 HN0203
 HN0203.Click photographs - Photos may exist for this station.
 HN0203
 HN0203.The dynamic height is computed by dividing the NAVD 88
 HN0203.geopotential number by the normal gravity value computed on the
 HN0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0203.degrees latitude (g = 980.6199 gals.).
 HN0203
 HN0203.The modeled gravity was interpolated from observed gravity values.
 HN0203
 HN0203;                    North         East    Units  Estimated Accuracy
 HN0203;SPC UT S     - 3,065,150.      546,770.      MT  (+/- 180 meters Scaled)
 HN0203
 HN0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG024228(NAD 83)
 HN0203
 HN0203                          SUPERSEDED SURVEY CONTROL
 HN0203
 HN0203  NGVD 29 (??/??/92) 1315.063  (m)         4314.50   (f) ADJ UNCH    1 2
 HN0203
 HN0203.Superseded values are not recommended for survey control.
 HN0203
 HN0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0203.See file dsdata.pdf to determine how the superseded data were derived.
 HN0203
 HN0203_MARKER: DD = SURVEY DISK
 HN0203_SETTING: 66 = SET IN ROCK OUTCROP
 HN0203_STAMPING: 4316 111 WF 1952
 HN0203_MARK LOGO: USGS
 HN0203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0203+STABILITY: POSITION/ELEVATION WELL
 HN0203
 HN0203  HISTORY     - Date     Condition        Report By
 HN0203  HISTORY     - 1952     MONUMENTED       USGS
 HN0203  HISTORY     - 1962     GOOD             CGS
 HN0203
 HN0203                          STATION DESCRIPTION
 HN0203
 HN0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0203'5.4 MI W FROM HOLE-IN-THE-ROCK.
 HN0203'5.4 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK, ABOUT
 HN0203'0.5 MILE EAST OF FIFTYMILE POINT, 94 FEET WEST OF THE CENTERLINE OF A
 HN0203'DIM TRAIL ROAD LEADING NORTH, 62 FEET NORTHWEST OF THE CENTERLINE OF
 HN0203'THE GRADED DIRT ROAD, 29.5 FEET WEST OF A METAL WITNESS POST, ABOUT
 HN0203'LEVEL WITH THE GRADED DIRT ROAD, AND SET IN THE TOP OF A FLAT ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0689 ***********************************************************************
 HO0689  DESIGNATION -  112 DOR
 HO0689  PID         -  HO0689
 HO0689  STATE/COUNTY-  UT/IRON
 HO0689  COUNTRY     -  US
 HO0689  USGS QUAD   -  MODENA (2017)
 HO0689
 HO0689                         *CURRENT SURVEY CONTROL
 HO0689  ______________________________________________________________________
 HO0689* NAD 83(1986) POSITION- 37 51 19.     (N) 113 56 32.     (W)   SCALED
 HO0689* NAVD 88 ORTHO HEIGHT -  1788.847 (meters)     5868.91  (feet) POSTED
 HO0689  ______________________________________________________________________
 HO0689  GEOID HEIGHT    -        -22.792 (meters)                     GEOID18
 HO0689  DYNAMIC HEIGHT  -       1786.81  (meters)     5862.2   (feet) COMP
 HO0689  MODELED GRAVITY -    979,429.7   (mgal)                       NAVD 88
 HO0689
 HO0689  VERT ORDER      -  * POSTED, SEE BELOW
 HO0689
 HO0689.The horizontal coordinates were scaled from a map and have
 HO0689.an estimated accuracy of +/- 6 seconds.
 HO0689
 HO0689.The orthometric height was determined by differential leveling
 HO0689.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0689
 HO0689.* This is a POSTED BENCH MARK height.
 HO0689
 HO0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0689.GEOID18 height accuracy estimate available here.
 HO0689
 HO0689.Click photographs - Photos may exist for this station.
 HO0689
 HO0689.The dynamic height is computed by dividing the NAVD 88
 HO0689.geopotential number by the normal gravity value computed on the
 HO0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0689.degrees latitude (g = 980.6199 gals.).
 HO0689
 HO0689.The modeled gravity was interpolated from observed gravity values.
 HO0689
 HO0689;                    North         East    Units  Estimated Accuracy
 HO0689;SPC UT S     - 3,134,720.      285,110.      MT  (+/- 180 meters Scaled)
 HO0689
 HO0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG411938(NAD 83)
 HO0689
 HO0689                          SUPERSEDED SURVEY CONTROL
 HO0689
 HO0689  NGVD 29 (??/??/92) 1787.66   (m)         5865.0    (f) COMPUTED    2 0
 HO0689
 HO0689.Superseded values are not recommended for survey control.
 HO0689
 HO0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0689.See file dsdata.pdf to determine how the superseded data were derived.
 HO0689
 HO0689_MARKER: DB = BENCH MARK DISK
 HO0689_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0689_STAMPING: 112 DOR 1971 5865
 HO0689_MARK LOGO: USGS
 HO0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0689
 HO0689  HISTORY     - Date     Condition        Report By
 HO0689  HISTORY     - 1971     MONUMENTED       USGS
 HO0689
 HO0689                          STATION DESCRIPTION
 HO0689
 HO0689'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0689'6.3 KM (3.90 MI) NORTH FROM MODENA.
 HO0689'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 HO0689'ROAD NORTH TO GARRISON, PROCEED 3.9 MILES NORTH ALONG GARRISON ROAD
 HO0689'TO A Y-ROAD NORTH, 28 FEET EAST OF THE ROAD, UNDER A POWER LINE.  A
 HO0689'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 HO0689'PROJECTING 3 INCHES.
 HO0689'THE MARK IS 2 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0532 ***********************************************************************
 MS0532  DESIGNATION -  112 FMK
 MS0532  PID         -  MS0532
 MS0532  STATE/COUNTY-  UT/BOX ELDER
 MS0532  COUNTRY     -  US
 MS0532  USGS QUAD   -  HOGUP RIDGE SOUTH (2017)
 MS0532
 MS0532                         *CURRENT SURVEY CONTROL
 MS0532  ______________________________________________________________________
 MS0532* NAD 83(1986) POSITION- 41 14 48.     (N) 113 02 18.     (W)   SCALED
 MS0532* NAVD 88 ORTHO HEIGHT -  1284.217 (meters)     4213.30  (feet) ADJUSTED
 MS0532  ______________________________________________________________________
 MS0532  GEOID HEIGHT    -        -16.863 (meters)                     GEOID18
 MS0532  DYNAMIC HEIGHT  -       1283.326 (meters)     4210.38  (feet) COMP
 MS0532  MODELED GRAVITY -    979,885.5   (mgal)                       NAVD 88
 MS0532
 MS0532  VERT ORDER      -  SECOND    CLASS 0
 MS0532
 MS0532.The horizontal coordinates were scaled from a map and have
 MS0532.an estimated accuracy of +/- 6 seconds.
 MS0532
 MS0532.The orthometric height was determined by differential leveling and
 MS0532.adjusted by the NATIONAL GEODETIC SURVEY
 MS0532.in June 1991.
 MS0532
 MS0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0532.GEOID18 height accuracy estimate available here.
 MS0532
 MS0532.Click photographs - Photos may exist for this station.
 MS0532
 MS0532.The dynamic height is computed by dividing the NAVD 88
 MS0532.geopotential number by the normal gravity value computed on the
 MS0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0532.degrees latitude (g = 980.6199 gals.).
 MS0532
 MS0532.The modeled gravity was interpolated from observed gravity values.
 MS0532
 MS0532;                    North         East    Units  Estimated Accuracy
 MS0532;SPC UT N     - 1,102,570.      371,070.      MT  (+/- 180 meters Scaled)
 MS0532
 MS0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL292681(NAD 83)
 MS0532
 MS0532                          SUPERSEDED SURVEY CONTROL
 MS0532
 MS0532  NGVD 29 (??/??/92) 1283.24   (m)         4210.1    (f) COMPUTED    2 0
 MS0532
 MS0532.Superseded values are not recommended for survey control.
 MS0532
 MS0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0532.See file dsdata.pdf to determine how the superseded data were derived.
 MS0532
 MS0532_MARKER: DB = BENCH MARK DISK
 MS0532_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0532_STAMPING: 112 FMK 1966
 MS0532_MARK LOGO: USGS
 MS0532_PROJECTION: FLUSH
 MS0532_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0532_ROD/PIPE-DEPTH: 33.5 meters
 MS0532
 MS0532  HISTORY     - Date     Condition        Report By
 MS0532  HISTORY     - 1966     MONUMENTED       USGS
 MS0532
 MS0532                          STATION DESCRIPTION
 MS0532
 MS0532'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0532'6.9 KM (4.30 MI) EAST FROM HOGUP.
 MS0532'4.3 MILES EAST OF HOGUP, NEAR HANDCAR TURNOUT AND UNNUMBERED RAILROAD
 MS0532'SIGNAL, 49 FEET SOUTH OF THE ROAD, 27.5 FEET SOUTH OF THE SOUTH RAIL,
 MS0532'24 FEET WEST OF THE CENTER OF THE HANDCAR TURNOUT, 5 FEET EAST OF THE
 MS0532'RAILROAD SIGNAL.
 MS0532'THE MARK IS 1 FT  N FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0206 ***********************************************************************
 HN0206  DESIGNATION -  112 WF
 HN0206  PID         -  HN0206
 HN0206  STATE/COUNTY-  UT/KANE
 HN0206  COUNTRY     -  US
 HN0206  USGS QUAD   -  DAVIS GULCH (2017)
 HN0206
 HN0206                         *CURRENT SURVEY CONTROL
 HN0206  ______________________________________________________________________
 HN0206* NAD 83(1986) POSITION- 37 15 33.     (N) 110 56 27.     (W)   SCALED
 HN0206* NAVD 88 ORTHO HEIGHT -  1348.925 (meters)     4425.60  (feet) ADJUSTED
 HN0206  ______________________________________________________________________
 HN0206  GEOID HEIGHT    -        -22.727 (meters)                     GEOID18
 HN0206  DYNAMIC HEIGHT  -       1347.411 (meters)     4420.63  (feet) COMP
 HN0206  MODELED GRAVITY -    979,462.2   (mgal)                       NAVD 88
 HN0206
 HN0206  VERT ORDER      -  FIRST     CLASS II
 HN0206
 HN0206.The horizontal coordinates were scaled from a map and have
 HN0206.an estimated accuracy of +/- 6 seconds.
 HN0206
 HN0206.The orthometric height was determined by differential leveling and
 HN0206.adjusted by the NATIONAL GEODETIC SURVEY
 HN0206.in June 1991.
 HN0206
 HN0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0206.GEOID18 height accuracy estimate available here.
 HN0206
 HN0206.Click photographs - Photos may exist for this station.
 HN0206
 HN0206.The dynamic height is computed by dividing the NAVD 88
 HN0206.geopotential number by the normal gravity value computed on the
 HN0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0206.degrees latitude (g = 980.6199 gals.).
 HN0206
 HN0206.The modeled gravity was interpolated from observed gravity values.
 HN0206
 HN0206;                    North         East    Units  Estimated Accuracy
 HN0206;SPC UT S     - 3,065,910.      549,600.      MT  (+/- 180 meters Scaled)
 HN0206
 HN0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG052236(NAD 83)
 HN0206
 HN0206                          SUPERSEDED SURVEY CONTROL
 HN0206
 HN0206  NGVD 29 (??/??/92) 1347.946  (m)         4422.39   (f) ADJ UNCH    1 2
 HN0206
 HN0206.Superseded values are not recommended for survey control.
 HN0206
 HN0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0206.See file dsdata.pdf to determine how the superseded data were derived.
 HN0206
 HN0206_MARKER: DD = SURVEY DISK
 HN0206_SETTING: 66 = SET IN ROCK OUTCROP
 HN0206_STAMPING: 4424 112 WF 1952
 HN0206_MARK LOGO: USGS
 HN0206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0206+STABILITY: POSITION/ELEVATION WELL
 HN0206
 HN0206  HISTORY     - Date     Condition        Report By
 HN0206  HISTORY     - 1952     MONUMENTED       USGS
 HN0206  HISTORY     - 1962     GOOD             CGS
 HN0206
 HN0206                          STATION DESCRIPTION
 HN0206
 HN0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0206'2.8 MI W FROM HOLE-IN-THE-ROCK.
 HN0206'2.8 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK, 40 FEET
 HN0206'SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF A SMALL ROCK
 HN0206'CAIRN, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 HN0206'THE NORTH SLOPE OF A ROCK RIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0893 ***********************************************************************
 LO0893  DESIGNATION -  11251
 LO0893  PID         -  LO0893
 LO0893  STATE/COUNTY-  UT/UTAH
 LO0893  COUNTRY     -  US
 LO0893  USGS QUAD   -  DRAPER (2017)
 LO0893
 LO0893                         *CURRENT SURVEY CONTROL
 LO0893  ______________________________________________________________________
 LO0893* NAD 83(1994) POSITION- 40 31 36.97108(N) 111 45 21.88771(W)   ADJUSTED
 LO0893* NAVD 88 ORTHO HEIGHT -  3432.    (meters)    11260.    (feet) VERTCON3
 LO0893  ______________________________________________________________________
 LO0893  GEOID HEIGHT    -        -16.126 (meters)                     GEOID18
 LO0893  LAPLACE CORR    -         19.00  (seconds)                    DEFLEC18
 LO0893  HORZ ORDER      -  SECOND
 LO0893
 LO0893.The horizontal coordinates were established by classical geodetic methods
 LO0893.and adjusted by the National Geodetic Survey in November 1997.
 LO0893
 LO0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0893
 LO0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0893.GEOID18 height accuracy estimate available here.
 LO0893
 LO0893.Click photographs - Photos may exist for this station.
 LO0893
 LO0893.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0893
 LO0893. The following values were computed from the NAD 83(1994) position.
 LO0893
 LO0893;                    North         East     Units Scale Factor Converg.
 LO0893;SPC UT C     - 2,243,569.185   478,302.006   MT  0.99997171   -0 09 50.5
 LO0893;SPC UT C     - 7,360,776.57  1,569,229.16   sFT  0.99997171   -0 09 50.5
 LO0893;UTM  12      - 4,486,519.254   435,959.771   MT  0.99965048   -0 29 28.8
 LO0893
 LO0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0893!SPC UT C     -   0.99946439  x   0.99997171  =   0.99943611
 LO0893!UTM  12      -   0.99946439  x   0.99965048  =   0.99911506
 LO0893
 LO0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK3595986519(NAD 83)
 LO0893
 LO0893                          SUPERSEDED SURVEY CONTROL
 LO0893
 LO0893  NAD 83(1993)-  40 31 36.97138(N)    111 45 21.88482(W) AD(       ) 2
 LO0893  NAD 83(1986)-  40 31 36.95937(N)    111 45 21.87805(W) AD(       ) 2
 LO0893  NAD 27      -  40 31 37.14348(N)    111 45 19.12554(W) AD(       ) 2
 LO0893  NGVD 29 (07/19/86) 3431.     (m)        11257.     (f) VERT ANG       
 LO0893
 LO0893.Superseded values are not recommended for survey control.
 LO0893
 LO0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0893.See file dsdata.pdf to determine how the superseded data were derived.
 LO0893
 LO0893_MARKER: DB = BENCH MARK DISK
 LO0893_SETTING: 80 = SET IN A BOULDER
 LO0893_STAMPING: 11251
 LO0893_MARK LOGO: USGS
 LO0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0893+STABILITY: SURFACE MOTION
 LO0893
 LO0893  HISTORY     - Date     Condition        Report By
 LO0893  HISTORY     - 1973     MONUMENTED       USGS
 LO0893
 LO0893                          STATION DESCRIPTION
 LO0893
 LO0893'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (JRS)
 LO0893'THE MARK IS LOCATED ON THE HIGHEST POINT OF LONE PEAK AND ON
 LO0893'PROPERTY OWNED BY THE U.S. FOREST SERVICE, 3070 EAST 3300 SOUTH,
 LO0893'SALT LAKE CITY, PHONE NUMBER 524-5042.
 LO0893'
 LO0893'THE MARK IS BEST REACHED BY HELICOPTER.
 LO0893'
 LO0893'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 LO0893'11251, CEMENTED IN A DRILL HOLE IN THE NORTHWEST QUADRANT OF A
 LO0893'6X8-FOOT BOULDER THAT IS THE HIGHEST POINT OF LONE PEAK.  A
 LO0893'MEASUREMENT WAS MADE FROM TRIANGULATION STATION LONE 1973,
 LO0893'THE DISTANCE BEING 241.31 FEET OR (73.55) METERS.  IT IS SOUTH
 LO0893'OF STATION LONE AND ABOUT 50 FEET HIGHER IN ELEVATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0690 ***********************************************************************
 HO0690  DESIGNATION -  113 DOR
 HO0690  PID         -  HO0690
 HO0690  STATE/COUNTY-  UT/IRON
 HO0690  COUNTRY     -  US
 HO0690  USGS QUAD   -  MODENA (2017)
 HO0690
 HO0690                         *CURRENT SURVEY CONTROL
 HO0690  ______________________________________________________________________
 HO0690* NAD 83(1986) POSITION- 37 52 14.     (N) 113 56 33.     (W)   SCALED
 HO0690* NAVD 88 ORTHO HEIGHT -  1826.856 (meters)     5993.61  (feet) POSTED
 HO0690  ______________________________________________________________________
 HO0690  GEOID HEIGHT    -        -22.742 (meters)                     GEOID18
 HO0690  DYNAMIC HEIGHT  -       1824.77  (meters)     5986.8   (feet) COMP
 HO0690  MODELED GRAVITY -    979,422.6   (mgal)                       NAVD 88
 HO0690
 HO0690  VERT ORDER      -  * POSTED, SEE BELOW
 HO0690
 HO0690.The horizontal coordinates were scaled from a map and have
 HO0690.an estimated accuracy of +/- 6 seconds.
 HO0690
 HO0690.The orthometric height was determined by differential leveling
 HO0690.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0690
 HO0690.* This is a POSTED BENCH MARK height.
 HO0690
 HO0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0690.GEOID18 height accuracy estimate available here.
 HO0690
 HO0690.Click photographs - Photos may exist for this station.
 HO0690
 HO0690.The dynamic height is computed by dividing the NAVD 88
 HO0690.geopotential number by the normal gravity value computed on the
 HO0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0690.degrees latitude (g = 980.6199 gals.).
 HO0690
 HO0690.The modeled gravity was interpolated from observed gravity values.
 HO0690
 HO0690;                    North         East    Units  Estimated Accuracy
 HO0690;SPC UT S     - 3,136,420.      285,130.      MT  (+/- 180 meters Scaled)
 HO0690
 HO0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG411955(NAD 83)
 HO0690
 HO0690                          SUPERSEDED SURVEY CONTROL
 HO0690
 HO0690.No superseded survey control is available for this station.
 HO0690
 HO0690_MARKER: DB = BENCH MARK DISK
 HO0690_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0690_STAMPING: 113 DOR 1971 5990
 HO0690_MARK LOGO: USGS
 HO0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0690
 HO0690  HISTORY     - Date     Condition        Report By
 HO0690  HISTORY     - 1971     MONUMENTED       USGS
 HO0690
 HO0690                          STATION DESCRIPTION
 HO0690
 HO0690'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0690'8.0 KM (5.00 MI) NORTH FROM MODENA.
 HO0690'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 HO0690'ROAD NORTH TO GARRISON, PROCEED 5.0 MILES NORTH ALONG GARRISON ROAD
 HO0690'TO ABOUT THE TOP OF A RISE, 0.2 MILES NORTH OF A GROUP OF BUILDINGS,
 HO0690'0.1 MILE WEST OF A POWER LINE, 140 FEET WEST OF A T-FENCE EAST, 47
 HO0690'FEET EAST OF THE ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN
 HO0690'DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 HO0690'THE MARK IS 2 FT  W FROM  A WITNESS POST
 HO0690'THE MARK IS 5 FT BELOW ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0533 ***********************************************************************
 MS0533  DESIGNATION -  113 FMK
 MS0533  PID         -  MS0533
 MS0533  STATE/COUNTY-  UT/BOX ELDER
 MS0533  COUNTRY     -  US
 MS0533  USGS QUAD   -  HOGUP RIDGE SOUTH (2017)
 MS0533
 MS0533                         *CURRENT SURVEY CONTROL
 MS0533  ______________________________________________________________________
 MS0533* NAD 83(1986) POSITION- 41 14 35.     (N) 113 00 51.     (W)   SCALED
 MS0533* NAVD 88 ORTHO HEIGHT -  1282.686 (meters)     4208.28  (feet) ADJUSTED
 MS0533  ______________________________________________________________________
 MS0533  GEOID HEIGHT    -        -16.876 (meters)                     GEOID18
 MS0533  DYNAMIC HEIGHT  -       1281.798 (meters)     4205.37  (feet) COMP
 MS0533  MODELED GRAVITY -    979,886.4   (mgal)                       NAVD 88
 MS0533
 MS0533  VERT ORDER      -  SECOND    CLASS 0
 MS0533
 MS0533.The horizontal coordinates were scaled from a map and have
 MS0533.an estimated accuracy of +/- 6 seconds.
 MS0533
 MS0533.The orthometric height was determined by differential leveling and
 MS0533.adjusted by the NATIONAL GEODETIC SURVEY
 MS0533.in June 1991.
 MS0533
 MS0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0533.GEOID18 height accuracy estimate available here.
 MS0533
 MS0533.Click photographs - Photos may exist for this station.
 MS0533
 MS0533.The dynamic height is computed by dividing the NAVD 88
 MS0533.geopotential number by the normal gravity value computed on the
 MS0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0533.degrees latitude (g = 980.6199 gals.).
 MS0533
 MS0533.The modeled gravity was interpolated from observed gravity values.
 MS0533
 MS0533;                    North         East    Units  Estimated Accuracy
 MS0533;SPC UT N     - 1,102,130.      373,090.      MT  (+/- 180 meters Scaled)
 MS0533
 MS0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL312676(NAD 83)
 MS0533
 MS0533                          SUPERSEDED SURVEY CONTROL
 MS0533
 MS0533  NGVD 29 (??/??/92) 1281.71   (m)         4205.1    (f) COMPUTED    2 0
 MS0533
 MS0533.Superseded values are not recommended for survey control.
 MS0533
 MS0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0533.See file dsdata.pdf to determine how the superseded data were derived.
 MS0533
 MS0533_MARKER: DB = BENCH MARK DISK
 MS0533_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0533_STAMPING: 113 FMK 1966
 MS0533_MARK LOGO: USGS
 MS0533_PROJECTION: FLUSH
 MS0533_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0533_ROD/PIPE-DEPTH: 11.6 meters
 MS0533
 MS0533  HISTORY     - Date     Condition        Report By
 MS0533  HISTORY     - 1966     MONUMENTED       USGS
 MS0533
 MS0533                          STATION DESCRIPTION
 MS0533
 MS0533'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0533'8.7 KM (5.40 MI) EAST FROM HOGUP.
 MS0533'5.4 MILES EAST OF HOGUP, NEAR SOUTHERN PACIFIC RAILROAD SIGNAL 726.6,
 MS0533'44 FEET SOUTH OF THE SOUTH RAIL, 7 FEET NORTH OF A POWER POLE.
 MS0533'THE MARK IS 1 FT  N FROM  A WITNESS POST
 MS0533'THE MARK IS 7 FT BELOW RAILROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0209 ***********************************************************************
 HN0209  DESIGNATION -  113 WF
 HN0209  PID         -  HN0209
 HN0209  STATE/COUNTY-  UT/KANE
 HN0209  COUNTRY     -  US
 HN0209  USGS QUAD   -  DAVIS GULCH (2017)
 HN0209
 HN0209                         *CURRENT SURVEY CONTROL
 HN0209  ______________________________________________________________________
 HN0209* NAD 83(1986) POSITION- 37 15 23.2    (N) 110 54 00.2    (W)   HD_HELD2
 HN0209* NAVD 88 ORTHO HEIGHT -  1320.559 (meters)     4332.53  (feet) ADJUSTED
 HN0209  ______________________________________________________________________
 HN0209  GEOID HEIGHT    -        -22.725 (meters)                     GEOID18
 HN0209  DYNAMIC HEIGHT  -       1319.060 (meters)     4327.62  (feet) COMP
 HN0209  MODELED GRAVITY -    979,451.1   (mgal)                       NAVD 88
 HN0209
 HN0209  VERT ORDER      -  FIRST     CLASS II
 HN0209
 HN0209.The horizontal coordinates were established by autonomous hand held GPS
 HN0209.observations and have an estimated accuracy of +/- 10 meters.
 HN0209
 HN0209.The orthometric height was determined by differential leveling and
 HN0209.adjusted by the NATIONAL GEODETIC SURVEY
 HN0209.in June 1991.
 HN0209
 HN0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0209.GEOID18 height accuracy estimate available here.
 HN0209
 HN0209.Click photographs - Photos may exist for this station.
 HN0209
 HN0209.The dynamic height is computed by dividing the NAVD 88
 HN0209.geopotential number by the normal gravity value computed on the
 HN0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0209.degrees latitude (g = 980.6199 gals.).
 HN0209
 HN0209.The modeled gravity was interpolated from observed gravity values.
 HN0209
 HN0209;                    North         East    Units  Estimated Accuracy
 HN0209;SPC UT S     - 3,065,626.      553,221.      MT  (+/- 10 meters HH2 GPS)
 HN0209
 HN0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0886223325(NAD 83)
 HN0209
 HN0209                          SUPERSEDED SURVEY CONTROL
 HN0209
 HN0209  NGVD 29 (??/??/92) 1319.566  (m)         4329.28   (f) ADJ UNCH    1 2
 HN0209
 HN0209.Superseded values are not recommended for survey control.
 HN0209
 HN0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0209.See file dsdata.pdf to determine how the superseded data were derived.
 HN0209
 HN0209_MARKER: DD = SURVEY DISK
 HN0209_SETTING: 66 = SET IN ROCK OUTCROP
 HN0209_STAMPING: 4331 113 WF 1952
 HN0209_MARK LOGO: USGS
 HN0209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0209+STABILITY: POSITION/ELEVATION WELL
 HN0209
 HN0209  HISTORY     - Date     Condition        Report By
 HN0209  HISTORY     - 1952     MONUMENTED       USGS
 HN0209  HISTORY     - 1962     GOOD             CGS
 HN0209
 HN0209                          STATION DESCRIPTION
 HN0209
 HN0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0209'IN HOLE-IN-THE-ROCK.
 HN0209'AT HOLE-IN-THE-ROCK, 97 FEET SOUTH OF A METAL PLAQUE WHICH IS
 HN0209'INSCRIBED HOLE-IN-THE-ROCK CROSSING NO. 81, 17 1/2 FEET NORTH OF THE
 HN0209'CENTER OF THE PASSAGEWAY IN HOLE-IN-THE-ROCK LEADING TO THE COLORADO
 HN0209'RIVER.  SET IN THE TOP OF BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0691 ***********************************************************************
 HO0691  DESIGNATION -  114 DOR
 HO0691  PID         -  HO0691
 HO0691  STATE/COUNTY-  UT/IRON
 HO0691  COUNTRY     -  US
 HO0691  USGS QUAD   -  EIGHTMILE SPRING (2017)
 HO0691
 HO0691                         *CURRENT SURVEY CONTROL
 HO0691  ______________________________________________________________________
 HO0691* NAD 83(1986) POSITION- 37 53 09.4    (N) 113 56 26.0    (W)   HD_HELD2
 HO0691* NAVD 88 ORTHO HEIGHT -  1851.791 (meters)     6075.42  (feet) POSTED
 HO0691  ______________________________________________________________________
 HO0691  GEOID HEIGHT    -        -22.695 (meters)                     GEOID18
 HO0691  DYNAMIC HEIGHT  -       1849.66  (meters)     6068.4   (feet) COMP
 HO0691  MODELED GRAVITY -    979,415.3   (mgal)                       NAVD 88
 HO0691
 HO0691  VERT ORDER      -  * POSTED, SEE BELOW
 HO0691
 HO0691.The horizontal coordinates were established by autonomous hand held GPS
 HO0691.observations and have an estimated accuracy of +/- 10 meters.
 HO0691
 HO0691.The orthometric height was determined by differential leveling
 HO0691.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0691
 HO0691.* This is a POSTED BENCH MARK height.
 HO0691
 HO0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0691.GEOID18 height accuracy estimate available here.
 HO0691
 HO0691.Click photographs - Photos may exist for this station.
 HO0691
 HO0691.The dynamic height is computed by dividing the NAVD 88
 HO0691.geopotential number by the normal gravity value computed on the
 HO0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0691.degrees latitude (g = 980.6199 gals.).
 HO0691
 HO0691.The modeled gravity was interpolated from observed gravity values.
 HO0691
 HO0691;                    North         East    Units  Estimated Accuracy
 HO0691;SPC UT S     - 3,138,121.      285,343.      MT  (+/- 10 meters HH2 GPS)
 HO0691
 HO0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG4139997237(NAD 83)
 HO0691
 HO0691                          SUPERSEDED SURVEY CONTROL
 HO0691
 HO0691.No superseded survey control is available for this station.
 HO0691
 HO0691_MARKER: DB = BENCH MARK DISK
 HO0691_SETTING: 80 = SET IN A BOULDER
 HO0691_STAMPING: 114 DOR 1971 6071
 HO0691_MARK LOGO: USGS
 HO0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0691+STABILITY: SURFACE MOTION
 HO0691
 HO0691  HISTORY     - Date     Condition        Report By
 HO0691  HISTORY     - 1971     MONUMENTED       USGS
 HO0691
 HO0691                          STATION DESCRIPTION
 HO0691
 HO0691'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0691'9.8 KM (6.10 MI) NORTH FROM MODENA.
 HO0691'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 HO0691'ROAD NORTH TO GARRISON, PROCEED 6.1 MILES NORTH ALONG GARRISON ROAD,
 HO0691'0.2 MILES SOUTH OF A GROUP OF BUILDINGS, 62 FEET WEST OF THE ROAD.
 HO0691'THE MARK IS 2 FT  E FROM  A WITNESS POST
 HO0691'THE MARK IS 18 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0527 ***********************************************************************
 MS0527  DESIGNATION -  114 FMK
 MS0527  PID         -  MS0527
 MS0527  STATE/COUNTY-  UT/BOX ELDER
 MS0527  COUNTRY     -  US
 MS0527  USGS QUAD   -  STRONGS KNOB (2017)
 MS0527
 MS0527                         *CURRENT SURVEY CONTROL
 MS0527  ______________________________________________________________________
 MS0527* NAD 83(1986) POSITION- 41 14 22.     (N) 112 59 16.     (W)   SCALED
 MS0527* NAVD 88 ORTHO HEIGHT -  1282.354 (meters)     4207.19  (feet) ADJUSTED
 MS0527  ______________________________________________________________________
 MS0527  GEOID HEIGHT    -        -16.885 (meters)                     GEOID18
 MS0527  DYNAMIC HEIGHT  -       1281.463 (meters)     4204.27  (feet) COMP
 MS0527  MODELED GRAVITY -    979,884.2   (mgal)                       NAVD 88
 MS0527
 MS0527  VERT ORDER      -  SECOND    CLASS 0
 MS0527
 MS0527.The horizontal coordinates were scaled from a map and have
 MS0527.an estimated accuracy of +/- 6 seconds.
 MS0527
 MS0527.The orthometric height was determined by differential leveling and
 MS0527.adjusted by the NATIONAL GEODETIC SURVEY
 MS0527.in June 1991.
 MS0527
 MS0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0527.GEOID18 height accuracy estimate available here.
 MS0527
 MS0527.Click photographs - Photos may exist for this station.
 MS0527
 MS0527.The dynamic height is computed by dividing the NAVD 88
 MS0527.geopotential number by the normal gravity value computed on the
 MS0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0527.degrees latitude (g = 980.6199 gals.).
 MS0527
 MS0527.The modeled gravity was interpolated from observed gravity values.
 MS0527
 MS0527;                    North         East    Units  Estimated Accuracy
 MS0527;SPC UT N     - 1,101,690.      375,290.      MT  (+/- 180 meters Scaled)
 MS0527
 MS0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL334672(NAD 83)
 MS0527
 MS0527                          SUPERSEDED SURVEY CONTROL
 MS0527
 MS0527  NGVD 29 (??/??/92) 1281.37   (m)         4204.0    (f) COMPUTED    2 0
 MS0527
 MS0527.Superseded values are not recommended for survey control.
 MS0527
 MS0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0527.See file dsdata.pdf to determine how the superseded data were derived.
 MS0527
 MS0527_MARKER: DB = BENCH MARK DISK
 MS0527_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0527_STAMPING: 114 FMK 1966
 MS0527_MARK LOGO: USGS
 MS0527_PROJECTION: FLUSH
 MS0527_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0527_ROD/PIPE-DEPTH: 37.2 meters
 MS0527
 MS0527  HISTORY     - Date     Condition        Report By
 MS0527  HISTORY     - 1966     MONUMENTED       USGS
 MS0527
 MS0527                          STATION DESCRIPTION
 MS0527
 MS0527'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0527'11.3 KM (7.00 MI) EAST FROM HOGUP.
 MS0527'7 MILES EAST OF HOGUP, 5.9 MILES EAST OF LAKESIDE TOOL SHED AND
 MS0527'TRAILER CAMP, AT WEST END OF STRONGKNOB SIDING, 43 FEET SOUTH OF THE
 MS0527'SOUTH RAIL AT A SIGNAL AND THE WEST END OF THE SWITCH, 22 FEET WEST
 MS0527'AND 9 FEET NORTH OF A POWERPOLE.
 MS0527'THE MARK IS 1 FT  N FROM  A WITNESS POST
 MS0527'THE MARK IS 8 FT BELOW RAILROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0630 ***********************************************************************
 HN0630  DESIGNATION -  114 WF
 HN0630  PID         -  HN0630
 HN0630  STATE/COUNTY-  UT/GARFIELD
 HN0630  COUNTRY     -  US
 HN0630  USGS QUAD   -  ESCALANTE (2017)
 HN0630
 HN0630                         *CURRENT SURVEY CONTROL
 HN0630  ______________________________________________________________________
 HN0630* NAD 83(1986) POSITION- 37 46 19.30   (N) 111 36 04.48   (W)   HD_HELD1
 HN0630* NAVD 88 ORTHO HEIGHT -  1769.208 (meters)     5804.48  (feet) ADJUSTED
 HN0630  ______________________________________________________________________
 HN0630  GEOID HEIGHT    -        -20.002 (meters)                     GEOID18
 HN0630  DYNAMIC HEIGHT  -       1767.168 (meters)     5797.78  (feet) COMP
 HN0630  MODELED GRAVITY -    979,414.4   (mgal)                       NAVD 88
 HN0630
 HN0630  VERT ORDER      -  SECOND    CLASS 0
 HN0630
 HN0630.The horizontal coordinates were determined by differentially corrected
 HN0630.hand held GPS observations or other comparable positioning techniques
 HN0630.and have an estimated accuracy of +/- 3 meters.
 HN0630
 HN0630.The orthometric height was determined by differential leveling and
 HN0630.adjusted by the NATIONAL GEODETIC SURVEY
 HN0630.in June 1991.
 HN0630
 HN0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0630.GEOID18 height accuracy estimate available here.
 HN0630
 HN0630.Click photographs - Photos may exist for this station.
 HN0630
 HN0630.The dynamic height is computed by dividing the NAVD 88
 HN0630.geopotential number by the normal gravity value computed on the
 HN0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0630.degrees latitude (g = 980.6199 gals.).
 HN0630
 HN0630.The modeled gravity was interpolated from observed gravity values.
 HN0630
 HN0630;                    North         East    Units  Estimated Accuracy
 HN0630;SPC UT S     - 3,122,681.6     491,080.4     MT  (+/- 3 meters HH1 GPS) 
 HN0630
 HN0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG4704980691(NAD 83)
 HN0630
 HN0630                          SUPERSEDED SURVEY CONTROL
 HN0630
 HN0630  NGVD 29 (??/??/92) 1768.012  (m)         5800.55   (f) ADJ UNCH    2 0
 HN0630
 HN0630.Superseded values are not recommended for survey control.
 HN0630
 HN0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0630.See file dsdata.pdf to determine how the superseded data were derived.
 HN0630
 HN0630_MARKER: DD = SURVEY DISK
 HN0630_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HN0630_SP_SET: SIDEWALK
 HN0630_STAMPING: 5801 114 WF 1952
 HN0630_MARK LOGO: USGS
 HN0630_PROJECTION: FLUSH
 HN0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0630+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2022
 HN0630
 HN0630  HISTORY     - Date     Condition        Report By
 HN0630  HISTORY     - 1952     MONUMENTED       USGS
 HN0630  HISTORY     - 1963     GOOD             CGS
 HN0630  HISTORY     - 20220425 GOOD             PRIVTE
 HN0630
 HN0630                          STATION DESCRIPTION
 HN0630
 HN0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0630'IN ESCALANTE.
 HN0630'AT ESCALANTE, IN THE TOP OF THE SOUTH END OF THE SIDEWALK LEADING TO
 HN0630'ESCALANTE RANGER STATION, 45 FEET NORTH OF THE CENTER LINE OF THE
 HN0630'STREET, 39.6 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 HN0630'RANGER STATION, 0.3 FOOT EAST OF THE WEST GATE POST OF THE FRONT
 HN0630'ENTRANCE GATE, AND ABOUT LEVEL WITH THE STREET.
 HN0630
 HN0630                          STATION RECOVERY (2022)
 HN0630
 HN0630'RECOVERY NOTE BY PRIVATE AGENCIES UNSPECIFIED 2022 (DK)
 HN0630'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0692 ***********************************************************************
 HO0692  DESIGNATION -  115 DOR
 HO0692  PID         -  HO0692
 HO0692  STATE/COUNTY-  UT/IRON
 HO0692  COUNTRY     -  US
 HO0692  USGS QUAD   -  EIGHTMILE SPRING (2017)
 HO0692
 HO0692                         *CURRENT SURVEY CONTROL
 HO0692  ______________________________________________________________________
 HO0692* NAD 83(1986) POSITION- 37 54 01.     (N) 113 56 36.     (W)   SCALED
 HO0692* NAVD 88 ORTHO HEIGHT -  1877.215 (meters)     6158.83  (feet) POSTED
 HO0692  ______________________________________________________________________
 HO0692  GEOID HEIGHT    -        -22.660 (meters)                     GEOID18
 HO0692  DYNAMIC HEIGHT  -       1875.04  (meters)     6151.7   (feet) COMP
 HO0692  MODELED GRAVITY -    979,406.3   (mgal)                       NAVD 88
 HO0692
 HO0692  VERT ORDER      -  * POSTED, SEE BELOW
 HO0692
 HO0692.The horizontal coordinates were scaled from a map and have
 HO0692.an estimated accuracy of +/- 6 seconds.
 HO0692
 HO0692.The orthometric height was determined by differential leveling
 HO0692.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0692
 HO0692.* This is a POSTED BENCH MARK height.
 HO0692
 HO0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0692.GEOID18 height accuracy estimate available here.
 HO0692
 HO0692.Click photographs - Photos may exist for this station.
 HO0692
 HO0692.The dynamic height is computed by dividing the NAVD 88
 HO0692.geopotential number by the normal gravity value computed on the
 HO0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0692.degrees latitude (g = 980.6199 gals.).
 HO0692
 HO0692.The modeled gravity was interpolated from observed gravity values.
 HO0692
 HO0692;                    North         East    Units  Estimated Accuracy
 HO0692;SPC UT S     - 3,139,720.      285,140.      MT  (+/- 180 meters Scaled)
 HO0692
 HO0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG412988(NAD 83)
 HO0692
 HO0692                          SUPERSEDED SURVEY CONTROL
 HO0692
 HO0692.No superseded survey control is available for this station.
 HO0692
 HO0692_MARKER: DB = BENCH MARK DISK
 HO0692_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0692_STAMPING: 115 DOR 1971 6155
 HO0692_MARK LOGO: USGS
 HO0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0692
 HO0692  HISTORY     - Date     Condition        Report By
 HO0692  HISTORY     - 1971     MONUMENTED       USGS
 HO0692
 HO0692                          STATION DESCRIPTION
 HO0692
 HO0692'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0692'11.4 KM (7.10 MI) NORTH FROM MODENA.
 HO0692'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 HO0692'ROAD NORTH TO GARRISON, PROCEED 7.1 MILES NORTH ALONG GARRISON ROAD
 HO0692'TO A Y-ROAD SOUTH, 0.1 MILE NORTHEAST OF A HOUSE, 44 FEET NORTHWEST
 HO0692'OF THE ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH
 HO0692'ENCASED IN A PIPE PROJECTING 3 INCHES.
 HO0692'THE MARK IS 2 FT  SE FROM  A WITNESS POST
 HO0692'THE MARK IS 3 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0528 ***********************************************************************
 MS0528  DESIGNATION -  115 FMK
 MS0528  PID         -  MS0528
 MS0528  STATE/COUNTY-  UT/BOX ELDER
 MS0528  COUNTRY     -  US
 MS0528  USGS QUAD   -  STRONGS KNOB (2017)
 MS0528
 MS0528                         *CURRENT SURVEY CONTROL
 MS0528  ______________________________________________________________________
 MS0528* NAD 83(1986) POSITION- 41 14 14.     (N) 112 58 09.     (W)   SCALED
 MS0528* NAVD 88 ORTHO HEIGHT -  1283.505 (meters)     4210.97  (feet) ADJUSTED
 MS0528  ______________________________________________________________________
 MS0528  GEOID HEIGHT    -        -16.883 (meters)                     GEOID18
 MS0528  DYNAMIC HEIGHT  -       1282.615 (meters)     4208.05  (feet) COMP
 MS0528  MODELED GRAVITY -    979,885.7   (mgal)                       NAVD 88
 MS0528
 MS0528  VERT ORDER      -  SECOND    CLASS 0
 MS0528
 MS0528.The horizontal coordinates were scaled from a map and have
 MS0528.an estimated accuracy of +/- 6 seconds.
 MS0528
 MS0528.The orthometric height was determined by differential leveling and
 MS0528.adjusted by the NATIONAL GEODETIC SURVEY
 MS0528.in June 1991.
 MS0528
 MS0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0528.GEOID18 height accuracy estimate available here.
 MS0528
 MS0528.Click photographs - Photos may exist for this station.
 MS0528
 MS0528.The dynamic height is computed by dividing the NAVD 88
 MS0528.geopotential number by the normal gravity value computed on the
 MS0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0528.degrees latitude (g = 980.6199 gals.).
 MS0528
 MS0528.The modeled gravity was interpolated from observed gravity values.
 MS0528
 MS0528;                    North         East    Units  Estimated Accuracy
 MS0528;SPC UT N     - 1,101,420.      376,850.      MT  (+/- 180 meters Scaled)
 MS0528
 MS0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL349669(NAD 83)
 MS0528
 MS0528                          SUPERSEDED SURVEY CONTROL
 MS0528
 MS0528  NGVD 29 (??/??/92) 1282.52   (m)         4207.7    (f) COMPUTED    2 0
 MS0528
 MS0528.Superseded values are not recommended for survey control.
 MS0528
 MS0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0528.See file dsdata.pdf to determine how the superseded data were derived.
 MS0528
 MS0528_MARKER: DB = BENCH MARK DISK
 MS0528_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MS0528_SP_SET: CONCRETE FOOTING
 MS0528_STAMPING: 115 FMK 1966
 MS0528_MARK LOGO: USGS
 MS0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0528+STABILITY: SURFACE MOTION
 MS0528
 MS0528  HISTORY     - Date     Condition        Report By
 MS0528  HISTORY     - 1966     MONUMENTED       USGS
 MS0528
 MS0528                          STATION DESCRIPTION
 MS0528
 MS0528'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0528'7.9 KM (4.90 MI) WEST FROM LAKESIDE.
 MS0528'4.9 MILES WEST OF LAKESIDE TOOL SHED AND TRAILER CAMP, NEAR THE
 MS0528'CENTEROF THE STRONGKNOB SIDING, 12 RAILS EAST OF A SWITCH, 0.1 MILES
 MS0528'EAST OF MILEPOST 729, 39 FEET NORTH OF THE NORTH RAIL, IN THE CENTER
 MS0528'OF THEMOST NORTHWESTERLY CONCRETE FOOTING.
 MS0528'THE MARK IS 2 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0693 ***********************************************************************
 HO0693  DESIGNATION -  116 DOR
 HO0693  PID         -  HO0693
 HO0693  STATE/COUNTY-  UT/IRON
 HO0693  COUNTRY     -  US
 HO0693  USGS QUAD   -  EIGHTMILE SPRING (2017)
 HO0693
 HO0693                         *CURRENT SURVEY CONTROL
 HO0693  ______________________________________________________________________
 HO0693* NAD 83(1986) POSITION- 37 54 41.0    (N) 113 56 58.4    (W)   HD_HELD2
 HO0693* NAVD 88 ORTHO HEIGHT -  1907.824 (meters)     6259.25  (feet) POSTED
 HO0693  ______________________________________________________________________
 HO0693  GEOID HEIGHT    -        -22.633 (meters)                     GEOID18
 HO0693  DYNAMIC HEIGHT  -       1905.60  (meters)     6252.0   (feet) COMP
 HO0693  MODELED GRAVITY -    979,397.9   (mgal)                       NAVD 88
 HO0693
 HO0693  VERT ORDER      -  * POSTED, SEE BELOW
 HO0693
 HO0693.The horizontal coordinates were established by autonomous hand held GPS
 HO0693.observations and have an estimated accuracy of +/- 10 meters.
 HO0693
 HO0693.The orthometric height was determined by differential leveling
 HO0693.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0693
 HO0693.* This is a POSTED BENCH MARK height.
 HO0693
 HO0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0693.GEOID18 height accuracy estimate available here.
 HO0693
 HO0693.Click photographs - Photos may exist for this station.
 HO0693
 HO0693.The dynamic height is computed by dividing the NAVD 88
 HO0693.geopotential number by the normal gravity value computed on the
 HO0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0693.degrees latitude (g = 980.6199 gals.).
 HO0693
 HO0693.The modeled gravity was interpolated from observed gravity values.
 HO0693
 HO0693;                    North         East    Units  Estimated Accuracy
 HO0693;SPC UT S     - 3,140,965.      284,625.      MT  (+/- 10 meters HH2 GPS)
 HO0693
 HO0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH4069700086(NAD 83)
 HO0693
 HO0693                          SUPERSEDED SURVEY CONTROL
 HO0693
 HO0693.No superseded survey control is available for this station.
 HO0693
 HO0693_MARKER: DB = BENCH MARK DISK
 HO0693_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0693_STAMPING: 116 DOR 1971 6255
 HO0693_MARK LOGO: USGS
 HO0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0693
 HO0693  HISTORY     - Date     Condition        Report By
 HO0693  HISTORY     - 1971     MONUMENTED       USGS
 HO0693
 HO0693                          STATION DESCRIPTION
 HO0693
 HO0693'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0693'13.0 KM (8.10 MI) NORTH FROM MODENA.
 HO0693'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 HO0693'ROAD NORTH TO GARRISON, PROCEED 8.1 MILES NORTH ALONG GARRISON ROAD
 HO0693'TO A BEARING TREE IN A CLEAR AREA, 160 FEET NORTH OF A BEARING SIGN
 HO0693'UPON WHICH IS PRINTED = 1050 FT SECTION CORNER BY PACING AND COMPASS
 HO0693'T33S R19W S23.  70 FEET WEST OF THE ROAD.  A COPPER-CLAD STEEL ROD
 HO0693'DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 HO0693'THE MARK IS 2 FT  E FROM  A WITNESS POST
 HO0693'THE MARK IS 3 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0529 ***********************************************************************
 MS0529  DESIGNATION -  116 FMK
 MS0529  PID         -  MS0529
 MS0529  STATE/COUNTY-  UT/BOX ELDER
 MS0529  COUNTRY     -  US
 MS0529  USGS QUAD   -  STRONGS KNOB (2017)
 MS0529
 MS0529                         *CURRENT SURVEY CONTROL
 MS0529  ______________________________________________________________________
 MS0529* NAD 83(1986) POSITION- 41 14 06.     (N) 112 57 08.     (W)   SCALED
 MS0529* NAVD 88 ORTHO HEIGHT -  1283.259 (meters)     4210.16  (feet) ADJUSTED
 MS0529  ______________________________________________________________________
 MS0529  GEOID HEIGHT    -        -16.875 (meters)                     GEOID18
 MS0529  DYNAMIC HEIGHT  -       1282.372 (meters)     4207.25  (feet) COMP
 MS0529  MODELED GRAVITY -    979,887.0   (mgal)                       NAVD 88
 MS0529
 MS0529  VERT ORDER      -  SECOND    CLASS 0
 MS0529
 MS0529.The horizontal coordinates were scaled from a map and have
 MS0529.an estimated accuracy of +/- 6 seconds.
 MS0529
 MS0529.The orthometric height was determined by differential leveling and
 MS0529.adjusted by the NATIONAL GEODETIC SURVEY
 MS0529.in June 1991.
 MS0529
 MS0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0529.GEOID18 height accuracy estimate available here.
 MS0529
 MS0529.Click photographs - Photos may exist for this station.
 MS0529
 MS0529.The dynamic height is computed by dividing the NAVD 88
 MS0529.geopotential number by the normal gravity value computed on the
 MS0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0529.degrees latitude (g = 980.6199 gals.).
 MS0529
 MS0529.The modeled gravity was interpolated from observed gravity values.
 MS0529
 MS0529;                    North         East    Units  Estimated Accuracy
 MS0529;SPC UT N     - 1,101,150.      378,260.      MT  (+/- 180 meters Scaled)
 MS0529
 MS0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL363666(NAD 83)
 MS0529
 MS0529                          SUPERSEDED SURVEY CONTROL
 MS0529
 MS0529  NGVD 29 (??/??/92) 1282.28   (m)         4206.9    (f) COMPUTED    2 0
 MS0529
 MS0529.Superseded values are not recommended for survey control.
 MS0529
 MS0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0529.See file dsdata.pdf to determine how the superseded data were derived.
 MS0529
 MS0529_MARKER: DB = BENCH MARK DISK
 MS0529_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0529_STAMPING: 116 FMK 1966
 MS0529_MARK LOGO: USGS
 MS0529_PROJECTION: FLUSH
 MS0529_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0529_ROD/PIPE-DEPTH: 16.8 meters
 MS0529
 MS0529  HISTORY     - Date     Condition        Report By
 MS0529  HISTORY     - 1966     MONUMENTED       USGS
 MS0529
 MS0529                          STATION DESCRIPTION
 MS0529
 MS0529'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0529'6.4 KM (4.00 MI) WEST FROM LAKESIDE.
 MS0529'4 MILES WEST OF LAKESIDE TOOL SHED AND TRAILER CAMP, IN A LARGE
 MS0529'TURNOUT AREA NEAR MILE POST 730, 52 FEET NORTH OF THE NORTH RAIL, 30
 MS0529'FEET NORTH OF THE ROAD, 6.5 FEET NORTH OF THE MILEPOST.
 MS0529'THE MARK IS 1 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0694 ***********************************************************************
 HO0694  DESIGNATION -  117 DOR
 HO0694  PID         -  HO0694
 HO0694  STATE/COUNTY-  UT/IRON
 HO0694  COUNTRY     -  US
 HO0694  USGS QUAD   -  EIGHTMILE SPRING (2017)
 HO0694
 HO0694                         *CURRENT SURVEY CONTROL
 HO0694  ______________________________________________________________________
 HO0694* NAD 83(1986) POSITION- 37 55 30.7    (N) 113 56 53.8    (W)   HD_HELD2
 HO0694* NAVD 88 ORTHO HEIGHT -  1930.663 (meters)     6334.18  (feet) POSTED
 HO0694  ______________________________________________________________________
 HO0694  GEOID HEIGHT    -        -22.597 (meters)                     GEOID18
 HO0694  DYNAMIC HEIGHT  -       1928.40  (meters)     6326.8   (feet) COMP
 HO0694  MODELED GRAVITY -    979,390.2   (mgal)                       NAVD 88
 HO0694
 HO0694  VERT ORDER      -  * POSTED, SEE BELOW
 HO0694
 HO0694.The horizontal coordinates were established by autonomous hand held GPS
 HO0694.observations and have an estimated accuracy of +/- 10 meters.
 HO0694
 HO0694.The orthometric height was determined by differential leveling
 HO0694.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0694
 HO0694.* This is a POSTED BENCH MARK height.
 HO0694
 HO0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0694.GEOID18 height accuracy estimate available here.
 HO0694
 HO0694.Click photographs - Photos may exist for this station.
 HO0694
 HO0694.The dynamic height is computed by dividing the NAVD 88
 HO0694.geopotential number by the normal gravity value computed on the
 HO0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0694.degrees latitude (g = 980.6199 gals.).
 HO0694
 HO0694.The modeled gravity was interpolated from observed gravity values.
 HO0694
 HO0694;                    North         East    Units  Estimated Accuracy
 HO0694;SPC UT S     - 3,142,494.      284,778.      MT  (+/- 10 meters HH2 GPS)
 HO0694
 HO0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH4085801615(NAD 83)
 HO0694
 HO0694                          SUPERSEDED SURVEY CONTROL
 HO0694
 HO0694.No superseded survey control is available for this station.
 HO0694
 HO0694_MARKER: DB = BENCH MARK DISK
 HO0694_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0694_STAMPING: 117 DOR 1971 6330
 HO0694_MARK LOGO: USGS
 HO0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0694
 HO0694  HISTORY     - Date     Condition        Report By
 HO0694  HISTORY     - 1971     MONUMENTED       USGS
 HO0694
 HO0694                          STATION DESCRIPTION
 HO0694
 HO0694'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0694'14.6 KM (9.10 MI) NORTH FROM MODENA.
 HO0694'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 HO0694'ROAD NORTH TO GARRISON, PROCEED 9.1 MILES NORTH ALONG GARRISON ROAD,
 HO0694'42 FEET WEST OF THE ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN
 HO0694'UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 HO0694'THE MARK IS 2 FT  E FROM  A WITNESS POST
 HO0694'THE MARK IS 3 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0530 ***********************************************************************
 MS0530  DESIGNATION -  117 FMK
 MS0530  PID         -  MS0530
 MS0530  STATE/COUNTY-  UT/BOX ELDER
 MS0530  COUNTRY     -  US
 MS0530  USGS QUAD   -  STRONGS KNOB (2017)
 MS0530
 MS0530                         *CURRENT SURVEY CONTROL
 MS0530  ______________________________________________________________________
 MS0530* NAD 83(1986) POSITION- 41 13 53.     (N) 112 55 32.     (W)   SCALED
 MS0530* NAVD 88 ORTHO HEIGHT -  1283.516 (meters)     4211.00  (feet) ADJUSTED
 MS0530  ______________________________________________________________________
 MS0530  GEOID HEIGHT    -        -16.855 (meters)                     GEOID18
 MS0530  DYNAMIC HEIGHT  -       1282.631 (meters)     4208.10  (feet) COMP
 MS0530  MODELED GRAVITY -    979,889.1   (mgal)                       NAVD 88
 MS0530
 MS0530  VERT ORDER      -  SECOND    CLASS 0
 MS0530
 MS0530.The horizontal coordinates were scaled from a map and have
 MS0530.an estimated accuracy of +/- 6 seconds.
 MS0530
 MS0530.The orthometric height was determined by differential leveling and
 MS0530.adjusted by the NATIONAL GEODETIC SURVEY
 MS0530.in June 1991.
 MS0530
 MS0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0530.GEOID18 height accuracy estimate available here.
 MS0530
 MS0530.Click photographs - Photos may exist for this station.
 MS0530
 MS0530.The dynamic height is computed by dividing the NAVD 88
 MS0530.geopotential number by the normal gravity value computed on the
 MS0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0530.degrees latitude (g = 980.6199 gals.).
 MS0530
 MS0530.The modeled gravity was interpolated from observed gravity values.
 MS0530
 MS0530;                    North         East    Units  Estimated Accuracy
 MS0530;SPC UT N     - 1,100,710.      380,490.      MT  (+/- 180 meters Scaled)
 MS0530
 MS0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL386662(NAD 83)
 MS0530
 MS0530                          SUPERSEDED SURVEY CONTROL
 MS0530
 MS0530  NGVD 29 (??/??/92) 1282.54   (m)         4207.8    (f) COMPUTED    2 0
 MS0530
 MS0530.Superseded values are not recommended for survey control.
 MS0530
 MS0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0530.See file dsdata.pdf to determine how the superseded data were derived.
 MS0530
 MS0530_MARKER: DB = BENCH MARK DISK
 MS0530_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0530_STAMPING: 117 FMK 1966
 MS0530_MARK LOGO: USGS
 MS0530_PROJECTION: FLUSH
 MS0530_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0530_ROD/PIPE-DEPTH: 25.9 meters
 MS0530
 MS0530  HISTORY     - Date     Condition        Report By
 MS0530  HISTORY     - 1966     MONUMENTED       USGS
 MS0530
 MS0530                          STATION DESCRIPTION
 MS0530
 MS0530'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0530'4.3 KM (2.70 MI) WEST FROM LAKESIDE.
 MS0530'2.7 MILES WEST OF LAKESIDE TOOL SHED AND TRAILER CAMP, NEAR SIGNAL
 MS0530'731.3, 105 FEET NORTH OF THE NORTH RAIL, 96.5 FEET NORTH OF THE NORTH
 MS0530'SIDE OF THE SIGNAL BASE, 83 FEET NORTH OF THE ROAD.
 MS0530'THE MARK IS 1 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0695 ***********************************************************************
 HO0695  DESIGNATION -  118 DOR
 HO0695  PID         -  HO0695
 HO0695  STATE/COUNTY-  UT/IRON
 HO0695  COUNTRY     -  US
 HO0695  USGS QUAD   -  EIGHTMILE SPRING (2017)
 HO0695
 HO0695                         *CURRENT SURVEY CONTROL
 HO0695  ______________________________________________________________________
 HO0695* NAD 83(1986) POSITION- 37 56 19.     (N) 113 57 06.     (W)   SCALED
 HO0695* NAVD 88 ORTHO HEIGHT -  1971.927 (meters)     6469.56  (feet) POSTED
 HO0695  ______________________________________________________________________
 HO0695  GEOID HEIGHT    -        -22.565 (meters)                     GEOID18
 HO0695  DYNAMIC HEIGHT  -       1969.60  (meters)     6461.9   (feet) COMP
 HO0695  MODELED GRAVITY -    979,381.5   (mgal)                       NAVD 88
 HO0695
 HO0695  VERT ORDER      -  * POSTED, SEE BELOW
 HO0695
 HO0695.The horizontal coordinates were scaled from a map and have
 HO0695.an estimated accuracy of +/- 6 seconds.
 HO0695
 HO0695.The orthometric height was determined by differential leveling
 HO0695.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0695
 HO0695.* This is a POSTED BENCH MARK height.
 HO0695
 HO0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0695.GEOID18 height accuracy estimate available here.
 HO0695
 HO0695.Click photographs - Photos may exist for this station.
 HO0695
 HO0695.The dynamic height is computed by dividing the NAVD 88
 HO0695.geopotential number by the normal gravity value computed on the
 HO0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0695.degrees latitude (g = 980.6199 gals.).
 HO0695
 HO0695.The modeled gravity was interpolated from observed gravity values.
 HO0695
 HO0695;                    North         East    Units  Estimated Accuracy
 HO0695;SPC UT S     - 3,143,990.      284,520.      MT  (+/- 180 meters Scaled)
 HO0695
 HO0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH406031(NAD 83)
 HO0695
 HO0695                          SUPERSEDED SURVEY CONTROL
 HO0695
 HO0695.No superseded survey control is available for this station.
 HO0695
 HO0695_MARKER: DB = BENCH MARK DISK
 HO0695_SETTING: 66 = SET IN ROCK OUTCROP
 HO0695_STAMPING: 118 DOR 1971 6465
 HO0695_MARK LOGO: USGS
 HO0695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0695+STABILITY: POSITION/ELEVATION WELL
 HO0695
 HO0695  HISTORY     - Date     Condition        Report By
 HO0695  HISTORY     - 1971     MONUMENTED       USGS
 HO0695
 HO0695                          STATION DESCRIPTION
 HO0695
 HO0695'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0695'16.3 KM (10.10 MI) NORTH FROM MODENA.
 HO0695'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 HO0695'ROAD NORTH TO GARRISON, PROCEED 10.1 MILES NORTH ALONG GARRISON ROAD,
 HO0695'43 FEET WEST OF THE ROAD, IN THE WEST SIDE OF A DRY WASH.
 HO0695'THE MARK IS 2 FT  E FROM  A WITNESS POST
 HO0695'THE MARK IS 1 FT BELOW ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0531 ***********************************************************************
 MS0531  DESIGNATION -  118 FMK
 MS0531  PID         -  MS0531
 MS0531  STATE/COUNTY-  UT/BOX ELDER
 MS0531  COUNTRY     -  US
 MS0531  USGS QUAD   -  STRONGS KNOB (2017)
 MS0531
 MS0531                         *CURRENT SURVEY CONTROL
 MS0531  ______________________________________________________________________
 MS0531* NAD 83(1986) POSITION- 41 13 40.     (N) 112 54 07.     (W)   SCALED
 MS0531* NAVD 88 ORTHO HEIGHT -  1282.839 (meters)     4208.78  (feet) ADJUSTED
 MS0531  ______________________________________________________________________
 MS0531  GEOID HEIGHT    -        -16.833 (meters)                     GEOID18
 MS0531  DYNAMIC HEIGHT  -       1281.956 (meters)     4205.88  (feet) COMP
 MS0531  MODELED GRAVITY -    979,890.8   (mgal)                       NAVD 88
 MS0531
 MS0531  VERT ORDER      -  SECOND    CLASS 0
 MS0531
 MS0531.The horizontal coordinates were scaled from a map and have
 MS0531.an estimated accuracy of +/- 6 seconds.
 MS0531
 MS0531.The orthometric height was determined by differential leveling and
 MS0531.adjusted by the NATIONAL GEODETIC SURVEY
 MS0531.in June 1991.
 MS0531
 MS0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0531.GEOID18 height accuracy estimate available here.
 MS0531
 MS0531.Click photographs - Photos may exist for this station.
 MS0531
 MS0531.The dynamic height is computed by dividing the NAVD 88
 MS0531.geopotential number by the normal gravity value computed on the
 MS0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0531.degrees latitude (g = 980.6199 gals.).
 MS0531
 MS0531.The modeled gravity was interpolated from observed gravity values.
 MS0531
 MS0531;                    North         East    Units  Estimated Accuracy
 MS0531;SPC UT N     - 1,100,280.      382,460.      MT  (+/- 180 meters Scaled)
 MS0531
 MS0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL405657(NAD 83)
 MS0531
 MS0531                          SUPERSEDED SURVEY CONTROL
 MS0531
 MS0531  NGVD 29 (??/??/92) 1281.87   (m)         4205.6    (f) COMPUTED    2 0
 MS0531
 MS0531.Superseded values are not recommended for survey control.
 MS0531
 MS0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0531.See file dsdata.pdf to determine how the superseded data were derived.
 MS0531
 MS0531_MARKER: DB = BENCH MARK DISK
 MS0531_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0531_STAMPING: 118 FMK 1966
 MS0531_MARK LOGO: USGS
 MS0531_PROJECTION: FLUSH
 MS0531_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0531_ROD/PIPE-DEPTH: 11.6 meters
 MS0531
 MS0531  HISTORY     - Date     Condition        Report By
 MS0531  HISTORY     - 1966     MONUMENTED       USGS
 MS0531
 MS0531                          STATION DESCRIPTION
 MS0531
 MS0531'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0531'2.4 KM (1.50 MI) WEST FROM LAKESIDE.
 MS0531'1.5 MILES WEST OF LAKESIDE TOOL SHED AND TRAILER CAMP, NEAR SIGNAL
 MS0531'732.8, 196 FEET WEST AND 55 FEET NORTH OF THE SIGNAL, 55 FEET NORTH
 MS0531'OFTHE NORTH RAIL, 32 FEET NORTH OF THE ROAD, 16 FEET WEST OF THE
 MS0531'TELEPHONE POLE.
 MS0531'THE MARK IS 1 FT  W FROM  A WITNESS POST
 MS0531'THE MARK IS 5 FT BELOW ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0696 ***********************************************************************
 HO0696  DESIGNATION -  119 DOR
 HO0696  PID         -  HO0696
 HO0696  STATE/COUNTY-  UT/IRON
 HO0696  COUNTRY     -  US
 HO0696  USGS QUAD   -  EIGHTMILE SPRING (2017)
 HO0696
 HO0696                         *CURRENT SURVEY CONTROL
 HO0696  ______________________________________________________________________
 HO0696* NAD 83(1986) POSITION- 37 57 08.     (N) 113 57 01.     (W)   SCALED
 HO0696* NAVD 88 ORTHO HEIGHT -  2009.499 (meters)     6592.83  (feet) POSTED
 HO0696  ______________________________________________________________________
 HO0696  GEOID HEIGHT    -        -22.535 (meters)                     GEOID18
 HO0696  DYNAMIC HEIGHT  -       2007.12  (meters)     6585.0   (feet) COMP
 HO0696  MODELED GRAVITY -    979,374.4   (mgal)                       NAVD 88
 HO0696
 HO0696  VERT ORDER      -  * POSTED, SEE BELOW
 HO0696
 HO0696.The horizontal coordinates were scaled from a map and have
 HO0696.an estimated accuracy of +/- 6 seconds.
 HO0696
 HO0696.The orthometric height was determined by differential leveling
 HO0696.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0696
 HO0696.* This is a POSTED BENCH MARK height.
 HO0696
 HO0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0696.GEOID18 height accuracy estimate available here.
 HO0696
 HO0696.Click photographs - Photos may exist for this station.
 HO0696
 HO0696.The dynamic height is computed by dividing the NAVD 88
 HO0696.geopotential number by the normal gravity value computed on the
 HO0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0696.degrees latitude (g = 980.6199 gals.).
 HO0696
 HO0696.The modeled gravity was interpolated from observed gravity values.
 HO0696
 HO0696;                    North         East    Units  Estimated Accuracy
 HO0696;SPC UT S     - 3,145,500.      284,680.      MT  (+/- 180 meters Scaled)
 HO0696
 HO0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH407046(NAD 83)
 HO0696
 HO0696                          SUPERSEDED SURVEY CONTROL
 HO0696
 HO0696.No superseded survey control is available for this station.
 HO0696
 HO0696_MARKER: DB = BENCH MARK DISK
 HO0696_SETTING: 66 = SET IN ROCK OUTCROP
 HO0696_STAMPING: 119 DOR 1971 6589
 HO0696_MARK LOGO: USGS
 HO0696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0696+STABILITY: POSITION/ELEVATION WELL
 HO0696
 HO0696  HISTORY     - Date     Condition        Report By
 HO0696  HISTORY     - 1971     MONUMENTED       USGS
 HO0696
 HO0696                          STATION DESCRIPTION
 HO0696
 HO0696'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0696'17.7 KM (11.00 MI) NORTH FROM MODENA.
 HO0696'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 HO0696'ROAD NORTH TO GARRISON, PROCEED 11.0 MILES NORTH ALONG GARRISON ROAD,
 HO0696'0.1 MILE SOUTH OF A FENCE CORNER, 0.08 MILES SOUTH OF A CATTLEGUARD,
 HO0696'48 FEET WEST OF THE ROAD.
 HO0696'THE MARK IS 2 FT  E FROM  A WITNESS POST
 HO0696'THE MARK IS 4 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0526 ***********************************************************************
 MS0526  DESIGNATION -  119 FMK
 MS0526  PID         -  MS0526
 MS0526  STATE/COUNTY-  UT/BOX ELDER
 MS0526  COUNTRY     -  US
 MS0526  USGS QUAD   -  LAKESIDE (2017)
 MS0526
 MS0526                         *CURRENT SURVEY CONTROL
 MS0526  ______________________________________________________________________
 MS0526* NAD 83(1986) POSITION- 41 13 21.     (N) 112 51 57.     (W)   SCALED
 MS0526* NAVD 88 ORTHO HEIGHT -  1286.411 (meters)     4220.50  (feet) ADJUSTED
 MS0526  ______________________________________________________________________
 MS0526  GEOID HEIGHT    -        -16.817 (meters)                     GEOID18
 MS0526  DYNAMIC HEIGHT  -       1285.530 (meters)     4217.61  (feet) COMP
 MS0526  MODELED GRAVITY -    979,894.0   (mgal)                       NAVD 88
 MS0526
 MS0526  VERT ORDER      -  SECOND    CLASS 0
 MS0526
 MS0526.The horizontal coordinates were scaled from a map and have
 MS0526.an estimated accuracy of +/- 6 seconds.
 MS0526
 MS0526.The orthometric height was determined by differential leveling and
 MS0526.adjusted by the NATIONAL GEODETIC SURVEY
 MS0526.in June 1991.
 MS0526
 MS0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0526.GEOID18 height accuracy estimate available here.
 MS0526
 MS0526.Click photographs - Photos may exist for this station.
 MS0526
 MS0526.The dynamic height is computed by dividing the NAVD 88
 MS0526.geopotential number by the normal gravity value computed on the
 MS0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0526.degrees latitude (g = 980.6199 gals.).
 MS0526
 MS0526.The modeled gravity was interpolated from observed gravity values.
 MS0526
 MS0526;                    North         East    Units  Estimated Accuracy
 MS0526;SPC UT N     - 1,099,640.      385,480.      MT  (+/- 180 meters Scaled)
 MS0526
 MS0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL436651(NAD 83)
 MS0526
 MS0526                          SUPERSEDED SURVEY CONTROL
 MS0526
 MS0526  NGVD 29 (??/??/92) 1285.444  (m)         4217.33   (f) ADJ UNCH    2 0
 MS0526
 MS0526.Superseded values are not recommended for survey control.
 MS0526
 MS0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0526.See file dsdata.pdf to determine how the superseded data were derived.
 MS0526
 MS0526_MARKER: DB = BENCH MARK DISK
 MS0526_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MS0526_SP_SET: FOUNDATION FOOTING
 MS0526_STAMPING: 119 FMK 1966
 MS0526_MARK LOGO: USGS
 MS0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0526+STABILITY: SURFACE MOTION
 MS0526
 MS0526  HISTORY     - Date     Condition        Report By
 MS0526  HISTORY     - 1966     MONUMENTED       USGS
 MS0526
 MS0526                          STATION DESCRIPTION
 MS0526
 MS0526'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0526'0.6 KM (0.40 MI) EAST FROM LAKESIDE.
 MS0526'0.4 MILES EAST OF LAKESIDE TOOL SHED AND TRAILER CAMP, IN SOUTHWEST
 MS0526'CORNER OF ABANDONED TOOL SHED ON THE NORTH SIDE OF THE TRACKS, 150
 MS0526'FEET WEST OF THE COUNTY ROAD AND RAILROAD CROSSING, 22 FEET SOUTHEAST
 MS0526'OF THE LAST POLE IN POWERLINE, 20 FEET SOUTH OF THE ROAD, 17 FEET
 MS0526'NORTH OF THE NORTH RAIL.
 MS0526'THE MARK IS 2 FT  E FROM  A WITNESS POST
 MS0526'THE MARK IS 1 FT ABOVE FROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0640 ***********************************************************************
 JO0640  DESIGNATION -  12 DOR
 JO0640  PID         -  JO0640
 JO0640  STATE/COUNTY-  UT/BEAVER
 JO0640  COUNTRY     -  US
 JO0640  USGS QUAD   -  PINE GROVE RESERVOIR (2017)
 JO0640
 JO0640                         *CURRENT SURVEY CONTROL
 JO0640  ______________________________________________________________________
 JO0640* NAD 83(1986) POSITION- 38 22 29.     (N) 113 42 25.     (W)   SCALED
 JO0640* NAVD 88 ORTHO HEIGHT -  1713.084 (meters)     5620.34  (feet) POSTED
 JO0640  ______________________________________________________________________
 JO0640  GEOID HEIGHT    -        -21.477 (meters)                     GEOID18
 JO0640  DYNAMIC HEIGHT  -       1711.21  (meters)     5614.2   (feet) COMP
 JO0640  MODELED GRAVITY -    979,471.7   (mgal)                       NAVD 88
 JO0640
 JO0640  VERT ORDER      -  * POSTED, SEE BELOW
 JO0640
 JO0640.The horizontal coordinates were scaled from a map and have
 JO0640.an estimated accuracy of +/- 6 seconds.
 JO0640
 JO0640.The orthometric height was determined by differential leveling
 JO0640.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0640
 JO0640.* This is a POSTED BENCH MARK height.
 JO0640
 JO0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0640.GEOID18 height accuracy estimate available here.
 JO0640
 JO0640.Click photographs - Photos may exist for this station.
 JO0640
 JO0640.The dynamic height is computed by dividing the NAVD 88
 JO0640.geopotential number by the normal gravity value computed on the
 JO0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0640.degrees latitude (g = 980.6199 gals.).
 JO0640
 JO0640.The modeled gravity was interpolated from observed gravity values.
 JO0640
 JO0640;                    North         East    Units  Estimated Accuracy
 JO0640;SPC UT S     - 3,191,850.      307,170.      MT  (+/- 180 meters Scaled)
 JO0640
 JO0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH635508(NAD 83)
 JO0640
 JO0640                          SUPERSEDED SURVEY CONTROL
 JO0640
 JO0640.No superseded survey control is available for this station.
 JO0640
 JO0640_MARKER: DB = BENCH MARK DISK
 JO0640_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0640_STAMPING: 12 DOR 1971 5617
 JO0640_MARK LOGO: USGS
 JO0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0640
 JO0640  HISTORY     - Date     Condition        Report By
 JO0640  HISTORY     - 1971     MONUMENTED       USGS
 JO0640
 JO0640                          STATION DESCRIPTION
 JO0640
 JO0640'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0640'60.3 KM (37.50 MI) NNW FROM LUND.
 JO0640'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0640'AND PINE VALLEY ROAD, PROCEED 37.5 MILES WEST AND NORTH ALONG PINE
 JO0640'VALLEY ROAD TO THE JUNCTION OF A ROAD EAST TO PINE GROVE, 10.9 MILES
 JO0640'SOUTH OF STATE HIGHWAY 21, 413 FEET NORTH OF THE ROAD JUNCTION, 70
 JO0640'FEET WEST OF THE CENTER OF PINE VALLEY ROAD.  A COPPER-CLAD STEEL ROD
 JO0640'DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HP0421 ***********************************************************************
 HP0421  DESIGNATION -  12 LRC
 HP0421  PID         -  HP0421
 HP0421  STATE/COUNTY-  UT/WASHINGTON
 HP0421  COUNTRY     -  US
 HP0421  USGS QUAD   -  SCARECROW PEAK (2017)
 HP0421
 HP0421                         *CURRENT SURVEY CONTROL
 HP0421  ______________________________________________________________________
 HP0421* NAD 83(1986) POSITION- 37 07 50.8    (N) 114 00 56.3    (W)   HD_HELD2
 HP0421* NAVD 88 ORTHO HEIGHT -   899.912 (meters)     2952.46  (feet) POSTED
 HP0421  ______________________________________________________________________
 HP0421  GEOID HEIGHT    -        -25.048 (meters)                     GEOID18
 HP0421  DYNAMIC HEIGHT  -        899.01  (meters)     2949.5   (feet) COMP
 HP0421  MODELED GRAVITY -    979,599.4   (mgal)                       NAVD 88
 HP0421
 HP0421  VERT ORDER      -  * POSTED, SEE BELOW
 HP0421
 HP0421.The horizontal coordinates were established by autonomous hand held GPS
 HP0421.observations and have an estimated accuracy of +/- 10 meters.
 HP0421
 HP0421.The orthometric height was determined by differential leveling
 HP0421.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HP0421
 HP0421.* This is a POSTED BENCH MARK height.
 HP0421
 HP0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 HP0421.GEOID18 height accuracy estimate available here.
 HP0421
 HP0421.Click photographs - Photos may exist for this station.
 HP0421
 HP0421.The dynamic height is computed by dividing the NAVD 88
 HP0421.geopotential number by the normal gravity value computed on the
 HP0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0421.degrees latitude (g = 980.6199 gals.).
 HP0421
 HP0421.The modeled gravity was interpolated from observed gravity values.
 HP0421
 HP0421;                    North         East    Units  Estimated Accuracy
 HP0421;SPC UT S     - 3,054,515.      276,486.      MT  (+/- 10 meters HH2 GPS)
 HP0421
 HP0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB6511413550(NAD 83)
 HP0421
 HP0421                          SUPERSEDED SURVEY CONTROL
 HP0421
 HP0421.No superseded survey control is available for this station.
 HP0421
 HP0421_MARKER: DD = SURVEY DISK
 HP0421_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0421_STAMPING: 12 LRC 1973 2950
 HP0421_MARK LOGO: USGS
 HP0421_PROJECTION: FLUSH
 HP0421_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0421+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0421
 HP0421  HISTORY     - Date     Condition        Report By
 HP0421  HISTORY     - 1973     MONUMENTED       USGS
 HP0421
 HP0421                          STATION DESCRIPTION
 HP0421
 HP0421'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (LRC)
 HP0421'FROM THE POST OFFICE IN MESQUITE, UTAH, PROCEED 32.8 MILES NORTHEAST
 HP0421'ALONG U S HIGHWAY 91 TO A POINT 10.4 MILES NORTHWEST OF CASTLE ROCK
 HP0421'CLIFF, ALONG LYTLE RANCH ROAD TO A POINT WHERE THE ROAD FOLLOWS A
 HP0421'DRAIN DOWN A CANYON AND LEAVES THE DRAIN FOR A SHORT DISTANCE, ABOUT
 HP0421'130 FEET SOUTH OF A DRAIN FORK, 34 FEET WEST OF THE CENTER OF THE
 HP0421'ROAD, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED IN A
 HP0421'DRAINPIPE AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0697 ***********************************************************************
 HO0697  DESIGNATION -  120 DOR
 HO0697  PID         -  HO0697
 HO0697  STATE/COUNTY-  UT/IRON
 HO0697  COUNTRY     -  US
 HO0697  USGS QUAD   -  EIGHTMILE SPRING (2017)
 HO0697
 HO0697                         *CURRENT SURVEY CONTROL
 HO0697  ______________________________________________________________________
 HO0697* NAD 83(1986) POSITION- 37 57 50.     (N) 113 57 05.     (W)   SCALED
 HO0697* NAVD 88 ORTHO HEIGHT -  2025.380 (meters)     6644.93  (feet) POSTED
 HO0697  ______________________________________________________________________
 HO0697  GEOID HEIGHT    -        -22.514 (meters)                     GEOID18
 HO0697  DYNAMIC HEIGHT  -       2022.97  (meters)     6637.0   (feet) COMP
 HO0697  MODELED GRAVITY -    979,368.6   (mgal)                       NAVD 88
 HO0697
 HO0697  VERT ORDER      -  * POSTED, SEE BELOW
 HO0697
 HO0697.The horizontal coordinates were scaled from a map and have
 HO0697.an estimated accuracy of +/- 6 seconds.
 HO0697
 HO0697.The orthometric height was determined by differential leveling
 HO0697.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0697
 HO0697.* This is a POSTED BENCH MARK height.
 HO0697
 HO0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0697.GEOID18 height accuracy estimate available here.
 HO0697
 HO0697.Click photographs - Photos may exist for this station.
 HO0697
 HO0697.The dynamic height is computed by dividing the NAVD 88
 HO0697.geopotential number by the normal gravity value computed on the
 HO0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0697.degrees latitude (g = 980.6199 gals.).
 HO0697
 HO0697.The modeled gravity was interpolated from observed gravity values.
 HO0697
 HO0697;                    North         East    Units  Estimated Accuracy
 HO0697;SPC UT S     - 3,146,790.      284,620.      MT  (+/- 180 meters Scaled)
 HO0697
 HO0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH407059(NAD 83)
 HO0697
 HO0697                          SUPERSEDED SURVEY CONTROL
 HO0697
 HO0697.No superseded survey control is available for this station.
 HO0697
 HO0697_MARKER: DB = BENCH MARK DISK
 HO0697_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0697_STAMPING: 120 DOR 1971 6641
 HO0697_MARK LOGO: USGS
 HO0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0697
 HO0697  HISTORY     - Date     Condition        Report By
 HO0697  HISTORY     - 1971     MONUMENTED       USGS
 HO0697
 HO0697                          STATION DESCRIPTION
 HO0697
 HO0697'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0697'19.2 KM (11.90 MI) NORTH FROM MODENA.
 HO0697'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 HO0697'ROAD NORTH TO GARRISON, PROCEED 11.9 MILES NORTH ALONG GARRISON ROAD
 HO0697'TO THE TOP OF A RISE, 0.09 MILES SOUTH OF A T-FENCE WEST, 0.06 MILES
 HO0697'NORTH OF A LOG CULVERT, 27 FEET WEST OF THE ROAD, 0.5 FEET EAST OF A
 HO0697'FENCE.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN
 HO0697'A PIPE PROJECTING 3 INCHES.
 HO0697'THE MARK IS 0.5 FT  E FROM  A WITNESS POST
 HO0697'THE MARK IS 1 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0538 ***********************************************************************
 MS0538  CBN         -  This is a Cooperative Base Network Control Station.
 MS0538  DESIGNATION -  120 FMK
 MS0538  PID         -  MS0538
 MS0538  STATE/COUNTY-  UT/BOX ELDER
 MS0538  COUNTRY     -  US
 MS0538  USGS QUAD   -  LAKESIDE (2017)
 MS0538
 MS0538                         *CURRENT SURVEY CONTROL
 MS0538  ______________________________________________________________________
 MS0538* NAD 83(2011) POSITION- 41 13 10.03986(N) 112 51 07.35303(W)   ADJUSTED
 MS0538* NAD 83(2011) ELLIP HT-  1271.381 (meters)        (07/08/20)   ADJUSTED
 MS0538* NAD 83(2011) EPOCH   -  2010.00
 MS0538* NAVD 88 ORTHO HEIGHT -  1288.157 (meters)     4226.23  (feet) ADJUSTED
 MS0538  ______________________________________________________________________
 MS0538  GEOID HEIGHT    -        -16.823 (meters)                     GEOID18
 MS0538  NAD 83(2011) X  - -1,866,238.065 (meters)                     COMP
 MS0538  NAD 83(2011) Y  - -4,428,341.067 (meters)                     COMP
 MS0538  NAD 83(2011) Z  -  4,181,623.979 (meters)                     COMP
 MS0538  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 MS0538  DYNAMIC HEIGHT  -       1287.267 (meters)     4223.31  (feet) COMP
 MS0538  MODELED GRAVITY -    979,887.3   (mgal)                       NAVD 88
 MS0538
 MS0538  VERT ORDER      -  SECOND    CLASS 0
 MS0538
 MS0538  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MS0538  Standards:
 MS0538         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MS0538            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MS0538  -------------------------------------------------------------------
 MS0538  NETWORK    0.41   0.80           0.19   0.14   0.41     -0.00659215
 MS0538  -------------------------------------------------------------------
 MS0538  Click here for local accuracies and other accuracy information.
 MS0538
 MS0538.The horizontal coordinates were established by GPS observations
 MS0538.and adjusted by the National Geodetic Survey in July 2020.
 MS0538
 MS0538.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MS0538.been affixed to the stable North American tectonic plate. See 
 MS0538.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MS0538
 MS0538.The horizontal coordinates are valid at the epoch date displayed above
 MS0538.which is a decimal equivalence of Year/Month/Day.
 MS0538
 MS0538.The orthometric height was determined by differential leveling and
 MS0538.adjusted by the NATIONAL GEODETIC SURVEY
 MS0538.in June 1991.
 MS0538
 MS0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0538.GEOID18 height accuracy estimate available here.
 MS0538
 MS0538.Click photographs - Photos may exist for this station.
 MS0538
 MS0538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MS0538
 MS0538.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0538
 MS0538.The ellipsoidal height was determined by GPS observations
 MS0538.and is referenced to NAD 83.
 MS0538
 MS0538.The dynamic height is computed by dividing the NAVD 88
 MS0538.geopotential number by the normal gravity value computed on the
 MS0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0538.degrees latitude (g = 980.6199 gals.).
 MS0538
 MS0538.The modeled gravity was interpolated from observed gravity values.
 MS0538
 MS0538. The following values were computed from the NAD 83(2011) position.
 MS0538
 MS0538;                    North         East     Units Scale Factor Converg.
 MS0538;SPC UT N     - 1,099,285.547   386,633.245   MT  0.99995699   -0 53 29.3
 MS0538;SPC UT N     - 3,606,572.67  1,268,479.24   sFT  0.99995699   -0 53 29.3
 MS0538;UTM  12      - 4,564,772.836   344,754.552   MT  0.99989662   -1 13 14.3
 MS0538
 MS0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0538!SPC UT N     -   0.99980062  x   0.99995699  =   0.99975761
 MS0538!UTM  12      -   0.99980062  x   0.99989662  =   0.99969726
 MS0538
 MS0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL4475464772(NAD 83)
 MS0538
 MS0538                          SUPERSEDED SURVEY CONTROL
 MS0538
 MS0538  NAD 83(2011)-  41 13 10.04002(N)    112 51 07.35252(W) AD(2010.00) 0
 MS0538  ELLIP H (06/27/12) 1271.327  (m)                       GP(2010.00)    
 MS0538  NAD 83(2007)-  41 13 10.03977(N)    112 51 07.35274(W) AD(2002.00) 0
 MS0538  ELLIP H (02/10/07) 1271.339  (m)                       GP(2002.00)    
 MS0538  NAD 83(1994)-  41 13 10.03919(N)    112 51 07.35211(W) AD(       ) A
 MS0538  ELLIP H (06/28/00) 1271.356  (m)                       GP(       ) 4 1
 MS0538  NAVD 88 (07/08/20) 1288.2    (m)  GEOID18  model used  GPS OBS        
 MS0538  NAVD 88            1288.16   (m)         4226.2    (f) LEVELING    3  
 MS0538  NGVD 29 (??/??/92) 1287.182  (m)         4223.03   (f) ADJ UNCH    2 0
 MS0538
 MS0538.Superseded values are not recommended for survey control.
 MS0538
 MS0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0538.See file dsdata.pdf to determine how the superseded data were derived.
 MS0538
 MS0538_MARKER: DB = BENCH MARK DISK
 MS0538_SETTING: 66 = SET IN ROCK OUTCROP
 MS0538_STAMPING: 120 FMK 1966
 MS0538_MARK LOGO: USGS
 MS0538_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MS0538_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0538+STABILITY: POSITION/ELEVATION WELL
 MS0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0538+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2014
 MS0538
 MS0538  HISTORY     - Date     Condition        Report By
 MS0538  HISTORY     - 1966     MONUMENTED       USGS
 MS0538  HISTORY     - 19990615 GOOD             USGS
 MS0538  HISTORY     - 20100314 GOOD             JCLS
 MS0538  HISTORY     - 20141202 GOOD             UT-057
 MS0538
 MS0538                          STATION DESCRIPTION
 MS0538
 MS0538'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0538'2.1 KM (1.30 MI) SE FROM LAKESIDE.
 MS0538'1 MILE EAST OF LAKESIDE TOOL SHED AND TRAILER CAMP, 0.3 MILES SOUTH
 MS0538'OF THE RAILROAD ALONG A NORTH-SOUTH LINE OF ABANDONED WOODEN PILINGS,
 MS0538'NEAR THE TOP OF A SMALL PROMINENT OUTCROP LYING WEST OF THE OLD BEACH
 MS0538'LINE, 0.3 MILES NORTH ALONG BEACH LINE FROM THE SOUTHEAST CORNER OF
 MS0538'SECTION 22, T. 6 N, R. 9 W.
 MS0538
 MS0538                          STATION RECOVERY (1999)
 MS0538
 MS0538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1999 (BL)
 MS0538'RECOVERED AS DESCRIBED.
 MS0538
 MS0538                          STATION RECOVERY (2010)
 MS0538
 MS0538'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010 (DM)
 MS0538'RECOVERED IN GOOD CONDITION.
 MS0538
 MS0538                          STATION RECOVERY (2014)
 MS0538
 MS0538'RECOVERY NOTE BY WEBER COUNTY UTAH 2014 (DJM)
 MS0538'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0698 ***********************************************************************
 HO0698  DESIGNATION -  121 DOR
 HO0698  PID         -  HO0698
 HO0698  STATE/COUNTY-  UT/IRON
 HO0698  COUNTRY     -  US
 HO0698  USGS QUAD   -  EIGHTMILE SPRING (2017)
 HO0698
 HO0698                         *CURRENT SURVEY CONTROL
 HO0698  ______________________________________________________________________
 HO0698* NAD 83(1986) POSITION- 37 58 35.     (N) 113 57 05.     (W)   SCALED
 HO0698* NAVD 88 ORTHO HEIGHT -  2019.807 (meters)     6626.65  (feet) POSTED
 HO0698  ______________________________________________________________________
 HO0698  GEOID HEIGHT    -        -22.490 (meters)                     GEOID18
 HO0698  DYNAMIC HEIGHT  -       2017.40  (meters)     6618.8   (feet) COMP
 HO0698  MODELED GRAVITY -    979,363.5   (mgal)                       NAVD 88
 HO0698
 HO0698  VERT ORDER      -  * POSTED, SEE BELOW
 HO0698
 HO0698.The horizontal coordinates were scaled from a map and have
 HO0698.an estimated accuracy of +/- 6 seconds.
 HO0698
 HO0698.The orthometric height was determined by differential leveling
 HO0698.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0698
 HO0698.* This is a POSTED BENCH MARK height.
 HO0698
 HO0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0698.GEOID18 height accuracy estimate available here.
 HO0698
 HO0698.Click photographs - Photos may exist for this station.
 HO0698
 HO0698.The dynamic height is computed by dividing the NAVD 88
 HO0698.geopotential number by the normal gravity value computed on the
 HO0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0698.degrees latitude (g = 980.6199 gals.).
 HO0698
 HO0698.The modeled gravity was interpolated from observed gravity values.
 HO0698
 HO0698;                    North         East    Units  Estimated Accuracy
 HO0698;SPC UT S     - 3,148,180.      284,650.      MT  (+/- 180 meters Scaled)
 HO0698
 HO0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH407073(NAD 83)
 HO0698
 HO0698                          SUPERSEDED SURVEY CONTROL
 HO0698
 HO0698.No superseded survey control is available for this station.
 HO0698
 HO0698_MARKER: DB = BENCH MARK DISK
 HO0698_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0698_STAMPING: 121 DOR 1971 6622
 HO0698_MARK LOGO: USGS
 HO0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0698
 HO0698  HISTORY     - Date     Condition        Report By
 HO0698  HISTORY     - 1971     MONUMENTED       USGS
 HO0698
 HO0698                          STATION DESCRIPTION
 HO0698
 HO0698'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0698'20.6 KM (12.80 MI) NORTH FROM MODENA.
 HO0698'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 HO0698'ROAD NORTH TO GARRISON, PROCEED 12.8 MILES NORTH ALONG GARRISON ROAD
 HO0698'TO A CATTLEGUARD AND A T-FENCE SOUTH, 45 FEET WEST OF THE ROAD, 0.5
 HO0698'FEET NORTH OF A FENCE.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN
 HO0698'DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 HO0698'THE MARK IS 0.5 FT  N FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0539 ***********************************************************************
 MS0539  DESIGNATION -  121 FMK
 MS0539  PID         -  MS0539
 MS0539  STATE/COUNTY-  UT/BOX ELDER
 MS0539  COUNTRY     -  US
 MS0539  USGS QUAD   -  LAKESIDE (2017)
 MS0539
 MS0539                         *CURRENT SURVEY CONTROL
 MS0539  ______________________________________________________________________
 MS0539* NAD 83(1986) POSITION- 41 12 14.     (N) 112 50 57.     (W)   SCALED
 MS0539* NAVD 88 ORTHO HEIGHT -  1299.542 (meters)     4263.58  (feet) ADJUSTED
 MS0539  ______________________________________________________________________
 MS0539  GEOID HEIGHT    -        -16.831 (meters)                     GEOID18
 MS0539  DYNAMIC HEIGHT  -       1298.631 (meters)     4260.59  (feet) COMP
 MS0539  MODELED GRAVITY -    979,878.0   (mgal)                       NAVD 88
 MS0539
 MS0539  VERT ORDER      -  SECOND    CLASS 0
 MS0539
 MS0539.The horizontal coordinates were scaled from a map and have
 MS0539.an estimated accuracy of +/- 6 seconds.
 MS0539
 MS0539.The orthometric height was determined by differential leveling and
 MS0539.adjusted by the NATIONAL GEODETIC SURVEY
 MS0539.in June 1991.
 MS0539
 MS0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0539.GEOID18 height accuracy estimate available here.
 MS0539
 MS0539.Click photographs - Photos may exist for this station.
 MS0539
 MS0539.The dynamic height is computed by dividing the NAVD 88
 MS0539.geopotential number by the normal gravity value computed on the
 MS0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0539.degrees latitude (g = 980.6199 gals.).
 MS0539
 MS0539.The modeled gravity was interpolated from observed gravity values.
 MS0539
 MS0539;                    North         East    Units  Estimated Accuracy
 MS0539;SPC UT N     - 1,097,550.      386,850.      MT  (+/- 180 meters Scaled)
 MS0539
 MS0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL449630(NAD 83)
 MS0539
 MS0539                          SUPERSEDED SURVEY CONTROL
 MS0539
 MS0539  NGVD 29 (??/??/92) 1298.555  (m)         4260.34   (f) ADJ UNCH    2 0
 MS0539
 MS0539.Superseded values are not recommended for survey control.
 MS0539
 MS0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0539.See file dsdata.pdf to determine how the superseded data were derived.
 MS0539
 MS0539_MARKER: DD = SURVEY DISK
 MS0539_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0539+WITH SETTING: INFORMATION.
 MS0539_STAMPING: 121 FMK 1966
 MS0539_MARK LOGO: USGS
 MS0539_PROJECTION: FLUSH
 MS0539_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0539+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2021
 MS0539_ROD/PIPE-DEPTH: 2.13 meters
 MS0539
 MS0539  HISTORY     - Date     Condition        Report By
 MS0539  HISTORY     - 1966     MONUMENTED       USGS
 MS0539  HISTORY     - 20210720 GOOD             NGIA
 MS0539
 MS0539                          STATION DESCRIPTION
 MS0539
 MS0539'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0539'3.7 KM (2.30 MI) SE FROM LAKESIDE.
 MS0539'1.9 MILES SOUTH OF THE INTERSECTION OF SOUTHERN PACIFIC RAILROAD AND
 MS0539'ACOUNTY ROAD AT LAKESIDE, THENCE 1.4 MILES EASTERLY ALONG A DIM
 MS0539'4-WHEELDRIVE ROAD TO THE INTERSECTION OF THE EAST-WEST ROAD AND A
 MS0539'SEVERELY ERODED NORTH-SOUTH ROAD, THENCE 0.9 MILES NORTH, 0.2 MILES
 MS0539'WEST OF THE SOUTHEAST SEC. COR. 27, T. 6 N, R. 6 W, ON A SMALL
 MS0539'RIDGE RUNNING EAST-WEST ACCROSS THE VALLEY, 48 FEET EAST OF THE ROAD.
 MS0539'THE MARK IS 1 FT  W FROM  A WITNESS POST
 MS0539
 MS0539                          STATION RECOVERY (2021)
 MS0539
 MS0539'RECOVERY NOTE BY NATIONAL GEOSPATIAL INTELL AGY 2021 (BWB)
 MS0539'THE STATION IS A USGS DISK SET ON A COPPER ROD AND MARKED WITH A STEEL
 MS0539'WITNESS POST.
 MS0539'
 MS0539'THE MARK IS LOCATED 15 M (49.2 FT) EAST OF THE ROAD CENTERLINE.
 MS0539'
 MS0539'TO REACH THE STATION FROM EXIT 62, LAKESIDE, ON INTERSTATE 80, GO WEST
 MS0539'THEN NORTH FROM THE OVERPASS ONTO COUNTY ROAD FOR 15.2 MI (24.5 KM) TO
 MS0539'A Y INTERSECTION.  STAY RIGHT, NORTH AND GO 12.1 MI (19.5 KM) TO A
 MS0539'ROAD ON THE RIGHT.  TURN RIGHT, EAST TURNING SOUTH AND GO 1.5 MI (2.4
 MS0539'KM) TO A ROAD ON THE LEFT.  TURN LEFT, NORTHEAST TURNING NORTH AND GO
 MS0539'1.0 MI (1.6 KM) TO THE STATION ON THE RIGHT, EAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0699 ***********************************************************************
 HO0699  DESIGNATION -  122 DOR
 HO0699  PID         -  HO0699
 HO0699  STATE/COUNTY-  UT/IRON
 HO0699  COUNTRY     -  US
 HO0699  USGS QUAD   -  EIGHTMILE SPRING (2017)
 HO0699
 HO0699                         *CURRENT SURVEY CONTROL
 HO0699  ______________________________________________________________________
 HO0699* NAD 83(1986) POSITION- 37 59 25.     (N) 113 57 05.     (W)   SCALED
 HO0699* NAVD 88 ORTHO HEIGHT -  2021.554 (meters)     6632.38  (feet) POSTED
 HO0699  ______________________________________________________________________
 HO0699  GEOID HEIGHT    -        -22.460 (meters)                     GEOID18
 HO0699  DYNAMIC HEIGHT  -       2019.13  (meters)     6624.4   (feet) COMP
 HO0699  MODELED GRAVITY -    979,360.3   (mgal)                       NAVD 88
 HO0699
 HO0699  VERT ORDER      -  * POSTED, SEE BELOW
 HO0699
 HO0699.The horizontal coordinates were scaled from a map and have
 HO0699.an estimated accuracy of +/- 6 seconds.
 HO0699
 HO0699.The orthometric height was determined by differential leveling
 HO0699.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0699
 HO0699.* This is a POSTED BENCH MARK height.
 HO0699
 HO0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0699.GEOID18 height accuracy estimate available here.
 HO0699
 HO0699.Click photographs - Photos may exist for this station.
 HO0699
 HO0699.The dynamic height is computed by dividing the NAVD 88
 HO0699.geopotential number by the normal gravity value computed on the
 HO0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0699.degrees latitude (g = 980.6199 gals.).
 HO0699
 HO0699.The modeled gravity was interpolated from observed gravity values.
 HO0699
 HO0699;                    North         East    Units  Estimated Accuracy
 HO0699;SPC UT S     - 3,149,720.      284,690.      MT  (+/- 180 meters Scaled)
 HO0699
 HO0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH408088(NAD 83)
 HO0699
 HO0699                          SUPERSEDED SURVEY CONTROL
 HO0699
 HO0699.No superseded survey control is available for this station.
 HO0699
 HO0699_MARKER: DB = BENCH MARK DISK
 HO0699_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0699_STAMPING: 122 DOR 1971 6628
 HO0699_MARK LOGO: USGS
 HO0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0699
 HO0699  HISTORY     - Date     Condition        Report By
 HO0699  HISTORY     - 1971     MONUMENTED       USGS
 HO0699
 HO0699                          STATION DESCRIPTION
 HO0699
 HO0699'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0699'22.0 KM (13.70 MI) NORTH FROM MODENA.
 HO0699'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 HO0699'ROAD NORTH TO GARRISON, PROCEED 13.7 MILES NORTH ALONG GARRISON ROAD
 HO0699'TO A ROAD CROSSING AND A GATE, 155 FEET NORTH OF THE ROAD CROSSING,
 HO0699'30 FEET WEST OF THE ROAD, 0.5 FEET EAST OF A FENCE.  A COPPER-CLAD
 HO0699'STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3
 HO0699'INCHES.
 HO0699'THE MARK IS 0.5 FT  E FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0540 ***********************************************************************
 MS0540  DESIGNATION -  122 FMK
 MS0540  PID         -  MS0540
 MS0540  STATE/COUNTY-  UT/BOX ELDER
 MS0540  COUNTRY     -  US
 MS0540  USGS QUAD   -  LAKESIDE (2017)
 MS0540
 MS0540                         *CURRENT SURVEY CONTROL
 MS0540  ______________________________________________________________________
 MS0540* NAD 83(1986) POSITION- 41 11 42.     (N) 112 51 35.     (W)   SCALED
 MS0540* NAVD 88 ORTHO HEIGHT -  1362.333 (meters)     4469.59  (feet) ADJUSTED
 MS0540  ______________________________________________________________________
 MS0540  GEOID HEIGHT    -        -16.818 (meters)                     GEOID18
 MS0540  DYNAMIC HEIGHT  -       1361.379 (meters)     4466.46  (feet) COMP
 MS0540  MODELED GRAVITY -    979,875.9   (mgal)                       NAVD 88
 MS0540
 MS0540  VERT ORDER      -  SECOND    CLASS 0
 MS0540
 MS0540.The horizontal coordinates were scaled from a map and have
 MS0540.an estimated accuracy of +/- 6 seconds.
 MS0540
 MS0540.The orthometric height was determined by differential leveling and
 MS0540.adjusted by the NATIONAL GEODETIC SURVEY
 MS0540.in June 1991.
 MS0540
 MS0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0540.GEOID18 height accuracy estimate available here.
 MS0540
 MS0540.Click photographs - Photos may exist for this station.
 MS0540
 MS0540.The dynamic height is computed by dividing the NAVD 88
 MS0540.geopotential number by the normal gravity value computed on the
 MS0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0540.degrees latitude (g = 980.6199 gals.).
 MS0540
 MS0540.The modeled gravity was interpolated from observed gravity values.
 MS0540
 MS0540;                    North         East    Units  Estimated Accuracy
 MS0540;SPC UT N     - 1,096,580.      385,950.      MT  (+/- 180 meters Scaled)
 MS0540
 MS0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL440620(NAD 83)
 MS0540
 MS0540                          SUPERSEDED SURVEY CONTROL
 MS0540
 MS0540  NGVD 29 (??/??/92) 1361.351  (m)         4466.37   (f) ADJ UNCH    2 0
 MS0540
 MS0540.Superseded values are not recommended for survey control.
 MS0540
 MS0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0540.See file dsdata.pdf to determine how the superseded data were derived.
 MS0540
 MS0540_MARKER: DB = BENCH MARK DISK
 MS0540_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0540_STAMPING: 122 FMK 1966
 MS0540_MARK LOGO: USGS
 MS0540_PROJECTION: FLUSH
 MS0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0540_ROD/PIPE-DEPTH: 2.13 meters
 MS0540
 MS0540  HISTORY     - Date     Condition        Report By
 MS0540  HISTORY     - 1966     MONUMENTED       USGS
 MS0540
 MS0540                          STATION DESCRIPTION
 MS0540
 MS0540'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MS0540'5.0 KM (3.10 MI) SOUTH FROM LAKESIDE.
 MS0540'1.9 MILES SOUTH OF THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD
 MS0540'AND A COUNTY ROAD AT LAKESIDE, THENCE 1.4 MILES EASTERLY ALONG A DIM
 MS0540'4-WHEEL DRIVE ROAD TO THE INTERSECTION OF THE EAST-WEST ROAD AND A
 MS0540'NORTH-SOUTH ROAD, IN THE NORTHEAST QUADRANT OF INTERSECTION, 38 FEET
 MS0540'NORTH AND 31 FEET EAST OF THE INTERSECTION.
 MS0540'THE MARK IS 1 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0700 ***********************************************************************
 HO0700  DESIGNATION -  123 DOR
 HO0700  PID         -  HO0700
 HO0700  STATE/COUNTY-  UT/IRON
 HO0700  COUNTRY     -  US
 HO0700  USGS QUAD   -  EIGHTMILE SPRING (2017)
 HO0700
 HO0700                         *CURRENT SURVEY CONTROL
 HO0700  ______________________________________________________________________
 HO0700* NAD 83(1986) POSITION- 37 59 53.     (N) 113 57 37.     (W)   SCALED
 HO0700* NAVD 88 ORTHO HEIGHT -  2033.915 (meters)     6672.94  (feet) POSTED
 HO0700  ______________________________________________________________________
 HO0700  GEOID HEIGHT    -        -22.449 (meters)                     GEOID18
 HO0700  DYNAMIC HEIGHT  -       2031.48  (meters)     6664.9   (feet) COMP
 HO0700  MODELED GRAVITY -    979,359.6   (mgal)                       NAVD 88
 HO0700
 HO0700  VERT ORDER      -  * POSTED, SEE BELOW
 HO0700
 HO0700.The horizontal coordinates were scaled from a map and have
 HO0700.an estimated accuracy of +/- 6 seconds.
 HO0700
 HO0700.The orthometric height was determined by differential leveling
 HO0700.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0700
 HO0700.* This is a POSTED BENCH MARK height.
 HO0700
 HO0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0700.GEOID18 height accuracy estimate available here.
 HO0700
 HO0700.Click photographs - Photos may exist for this station.
 HO0700
 HO0700.The dynamic height is computed by dividing the NAVD 88
 HO0700.geopotential number by the normal gravity value computed on the
 HO0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0700.degrees latitude (g = 980.6199 gals.).
 HO0700
 HO0700.The modeled gravity was interpolated from observed gravity values.
 HO0700
 HO0700;                    North         East    Units  Estimated Accuracy
 HO0700;SPC UT S     - 3,150,610.      283,940.      MT  (+/- 180 meters Scaled)
 HO0700
 HO0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH400097(NAD 83)
 HO0700
 HO0700                          SUPERSEDED SURVEY CONTROL
 HO0700
 HO0700.No superseded survey control is available for this station.
 HO0700
 HO0700_MARKER: DB = BENCH MARK DISK
 HO0700_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0700_STAMPING: 123 DOR 1971 6669
 HO0700_MARK LOGO: USGS
 HO0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0700+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2011
 HO0700
 HO0700  HISTORY     - Date     Condition        Report By
 HO0700  HISTORY     - 1971     MONUMENTED       USGS
 HO0700  HISTORY     - 20110919 GOOD             GEOCAC
 HO0700
 HO0700                          STATION DESCRIPTION
 HO0700
 HO0700'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0700'23.8 KM (14.80 MI) NORTH FROM MODENA.
 HO0700'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 HO0700'ROAD NORTH TO GARRISON, PROCEED 14.8 MILES NORTH ALONG GARRISON ROAD,
 HO0700'0.5 MILES WEST OF A TURN WEST, 35 FEET NORTHEAST OF A CATTLEGUARD, 33
 HO0700'FEET NORTH OF THE ROAD, 0.5 FEET SOUTH OF A FENCE.  A COPPER-CLAD
 HO0700'STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3
 HO0700'INCHES.  THE MARK IS 0.5 FT  S FROM  A WITNESS POST
 HO0700
 HO0700                          STATION RECOVERY (2011)
 HO0700
 HO0700'RECOVERY NOTE BY GEOCACHING 2011 (MFM)
 HO0700'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0541 ***********************************************************************
 MS0541  DESIGNATION -  123 FMK
 MS0541  PID         -  MS0541
 MS0541  STATE/COUNTY-  UT/BOX ELDER
 MS0541  COUNTRY     -  US
 MS0541  USGS QUAD   -  LAKESIDE (2017)
 MS0541
 MS0541                         *CURRENT SURVEY CONTROL
 MS0541  ______________________________________________________________________
 MS0541* NAD 83(1986) POSITION- 41 11 10.     (N) 112 50 43.     (W)   SCALED
 MS0541* NAVD 88 ORTHO HEIGHT -  1408.299 (meters)     4620.39  (feet) ADJUSTED
 MS0541  ______________________________________________________________________
 MS0541  GEOID HEIGHT    -        -16.836 (meters)                     GEOID18
 MS0541  DYNAMIC HEIGHT  -       1407.301 (meters)     4617.12  (feet) COMP
 MS0541  MODELED GRAVITY -    979,865.2   (mgal)                       NAVD 88
 MS0541
 MS0541  VERT ORDER      -  SECOND    CLASS 0
 MS0541
 MS0541.The horizontal coordinates were scaled from a map and have
 MS0541.an estimated accuracy of +/- 6 seconds.
 MS0541
 MS0541.The orthometric height was determined by differential leveling and
 MS0541.adjusted by the NATIONAL GEODETIC SURVEY
 MS0541.in June 1991.
 MS0541
 MS0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0541.GEOID18 height accuracy estimate available here.
 MS0541
 MS0541.Click photographs - Photos may exist for this station.
 MS0541
 MS0541.The dynamic height is computed by dividing the NAVD 88
 MS0541.geopotential number by the normal gravity value computed on the
 MS0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0541.degrees latitude (g = 980.6199 gals.).
 MS0541
 MS0541.The modeled gravity was interpolated from observed gravity values.
 MS0541
 MS0541;                    North         East    Units  Estimated Accuracy
 MS0541;SPC UT N     - 1,095,570.      387,140.      MT  (+/- 180 meters Scaled)
 MS0541
 MS0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL452610(NAD 83)
 MS0541
 MS0541                          SUPERSEDED SURVEY CONTROL
 MS0541
 MS0541  NGVD 29 (??/??/92) 1407.310  (m)         4617.15   (f) ADJ UNCH    2 0
 MS0541
 MS0541.Superseded values are not recommended for survey control.
 MS0541
 MS0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0541.See file dsdata.pdf to determine how the superseded data were derived.
 MS0541
 MS0541_MARKER: DB = BENCH MARK DISK
 MS0541_SETTING: 66 = SET IN ROCK OUTCROP
 MS0541_STAMPING: 123 FMK 1966
 MS0541_MARK LOGO: USGS
 MS0541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0541+STABILITY: POSITION/ELEVATION WELL
 MS0541
 MS0541  HISTORY     - Date     Condition        Report By
 MS0541  HISTORY     - 1966     MONUMENTED       USGS
 MS0541
 MS0541                          STATION DESCRIPTION
 MS0541
 MS0541'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MS0541'6.6 KM (4.10 MI) SOUTH FROM LAKESIDE.
 MS0541'1.9 MILES SOUTH OF THE INTERSECTION OF THE RAILROAD AND A COUNTY ROAD
 MS0541'AT LAKESIDE, THENCE 2.4 MILES EASTERLY ALONG A DIM 4-WHEEL DRIVE ROAD
 MS0541'ACROSS A RIDGE AND THROUGH A VALLEY TO THE TOP OF A SECOND RIDGE, IN
 MS0541'THE APPROXIMATE CENTER OF THE SADDLE, IN A 0.5 FOOT HIGH BY 8 FEET
 MS0541'LONG CONGLOMERATE ROCK OUTCROP, 60 FEET NORTH OF A 8 INCH BY 8 INCH
 MS0541'BY 8 FOOT TIMBER IN THE GROUND.
 MS0541'THE MARK IS 1.5 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0652 ***********************************************************************
 JO0652  DESIGNATION -  124 DOR
 JO0652  PID         -  JO0652
 JO0652  STATE/COUNTY-  UT/IRON
 JO0652  COUNTRY     -  US
 JO0652  USGS QUAD   -  STEAMBOAT MOUNTAIN SW (2017)
 JO0652
 JO0652                         *CURRENT SURVEY CONTROL
 JO0652  ______________________________________________________________________
 JO0652* NAD 83(1986) POSITION- 38 00 19.     (N) 113 58 12.     (W)   SCALED
 JO0652* NAVD 88 ORTHO HEIGHT -  2046.072 (meters)     6712.82  (feet) POSTED
 JO0652  ______________________________________________________________________
 JO0652  GEOID HEIGHT    -        -22.437 (meters)                     GEOID18
 JO0652  DYNAMIC HEIGHT  -       2043.62  (meters)     6704.8   (feet) COMP
 JO0652  MODELED GRAVITY -    979,358.4   (mgal)                       NAVD 88
 JO0652
 JO0652  VERT ORDER      -  * POSTED, SEE BELOW
 JO0652
 JO0652.The horizontal coordinates were scaled from a map and have
 JO0652.an estimated accuracy of +/- 6 seconds.
 JO0652
 JO0652.The orthometric height was determined by differential leveling
 JO0652.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0652
 JO0652.* This is a POSTED BENCH MARK height.
 JO0652
 JO0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0652.GEOID18 height accuracy estimate available here.
 JO0652
 JO0652.Click photographs - Photos may exist for this station.
 JO0652
 JO0652.The dynamic height is computed by dividing the NAVD 88
 JO0652.geopotential number by the normal gravity value computed on the
 JO0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0652.degrees latitude (g = 980.6199 gals.).
 JO0652
 JO0652.The modeled gravity was interpolated from observed gravity values.
 JO0652
 JO0652;                    North         East    Units  Estimated Accuracy
 JO0652;SPC UT S     - 3,151,430.      283,100.      MT  (+/- 180 meters Scaled)
 JO0652
 JO0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH392105(NAD 83)
 JO0652
 JO0652                          SUPERSEDED SURVEY CONTROL
 JO0652
 JO0652.No superseded survey control is available for this station.
 JO0652
 JO0652_MARKER: DB = BENCH MARK DISK
 JO0652_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0652_STAMPING: 124 DOR 1971 6708
 JO0652_MARK LOGO: USGS
 JO0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0652
 JO0652  HISTORY     - Date     Condition        Report By
 JO0652  HISTORY     - 1971     MONUMENTED       USGS
 JO0652
 JO0652                          STATION DESCRIPTION
 JO0652
 JO0652'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0652'25.3 KM (15.70 MI) NORTH FROM MODENA.
 JO0652'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 JO0652'ROAD NORTH TO GARRISON, PROCEED 15.7 MILES NORTH ALONG GARRISON ROAD
 JO0652'TO A T-ROAD WEST LEADING TO THE STATE LINE, 36 FEET WEST OF THE ROAD
 JO0652'INTERSECTION.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH
 JO0652'ENCASED IN A PIPE PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0542 ***********************************************************************
 MS0542  DESIGNATION -  124 FMK
 MS0542  PID         -  MS0542
 MS0542  STATE/COUNTY-  UT/BOX ELDER
 MS0542  COUNTRY     -  US
 MS0542  USGS QUAD   -  LAKESIDE (2017)
 MS0542
 MS0542                         *CURRENT SURVEY CONTROL
 MS0542  ______________________________________________________________________
 MS0542* NAD 83(1986) POSITION- 41 10 13.     (N) 112 50 38.     (W)   SCALED
 MS0542* NAVD 88 ORTHO HEIGHT -  1429.968 (meters)     4691.49  (feet) ADJUSTED
 MS0542  ______________________________________________________________________
 MS0542  GEOID HEIGHT    -        -16.853 (meters)                     GEOID18
 MS0542  DYNAMIC HEIGHT  -       1428.961 (meters)     4688.18  (feet) COMP
 MS0542  MODELED GRAVITY -    979,869.0   (mgal)                       NAVD 88
 MS0542
 MS0542  VERT ORDER      -  SECOND    CLASS 0
 MS0542
 MS0542.The horizontal coordinates were scaled from a map and have
 MS0542.an estimated accuracy of +/- 6 seconds.
 MS0542
 MS0542.The orthometric height was determined by differential leveling and
 MS0542.adjusted by the NATIONAL GEODETIC SURVEY
 MS0542.in June 1991.
 MS0542
 MS0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0542.GEOID18 height accuracy estimate available here.
 MS0542
 MS0542.Click photographs - Photos may exist for this station.
 MS0542
 MS0542.The dynamic height is computed by dividing the NAVD 88
 MS0542.geopotential number by the normal gravity value computed on the
 MS0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0542.degrees latitude (g = 980.6199 gals.).
 MS0542
 MS0542.The modeled gravity was interpolated from observed gravity values.
 MS0542
 MS0542;                    North         East    Units  Estimated Accuracy
 MS0542;SPC UT N     - 1,093,810.      387,230.      MT  (+/- 180 meters Scaled)
 MS0542
 MS0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL453592(NAD 83)
 MS0542
 MS0542                          SUPERSEDED SURVEY CONTROL
 MS0542
 MS0542  NGVD 29 (??/??/92) 1428.986  (m)         4688.26   (f) ADJ UNCH    2 0
 MS0542
 MS0542.Superseded values are not recommended for survey control.
 MS0542
 MS0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0542.See file dsdata.pdf to determine how the superseded data were derived.
 MS0542
 MS0542_MARKER: DB = BENCH MARK DISK
 MS0542_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0542_STAMPING: 124 FMK 1966
 MS0542_MARK LOGO: USGS
 MS0542_PROJECTION: FLUSH
 MS0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0542_ROD/PIPE-DEPTH: 3.35 meters
 MS0542
 MS0542  HISTORY     - Date     Condition        Report By
 MS0542  HISTORY     - 1966     MONUMENTED       USGS
 MS0542
 MS0542                          STATION DESCRIPTION
 MS0542
 MS0542'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MS0542'8.4 KM (5.20 MI) SOUTH FROM LAKESIDE.
 MS0542'1.9 MILES SOUTH OF THE INTERSECTION OF THE RAILROAD AND A COUNTY ROAD
 MS0542'IN LAKESIDE, THENCE 2.4 MILES EASTERLY ALONG A DIM 4-WHEEL DRIVE ROAD
 MS0542'ACCROSS A RIDGE AND THROUGH A VALLEY TO THE TOP OF A SECOND RIDGE,
 MS0542'THENCE 1.1 MILE SOUTH TO A Y-INTERSECTION, 70 FEET WEST AND 40 FEET
 MS0542'NORTH OF THE INTERSECTION.
 MS0542'THE MARK IS 1 FT  N FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0653 ***********************************************************************
 JO0653  DESIGNATION -  125 DOR
 JO0653  PID         -  JO0653
 JO0653  STATE/COUNTY-  UT/IRON
 JO0653  COUNTRY     -  US
 JO0653  USGS QUAD   -  STEAMBOAT MOUNTAIN SW (2017)
 JO0653
 JO0653                         *CURRENT SURVEY CONTROL
 JO0653  ______________________________________________________________________
 JO0653* NAD 83(1986) POSITION- 38 01 05.     (N) 113 58 12.     (W)   SCALED
 JO0653* NAVD 88 ORTHO HEIGHT -  2036.737 (meters)     6682.19  (feet) POSTED
 JO0653  ______________________________________________________________________
 JO0653  GEOID HEIGHT    -        -22.405 (meters)                     GEOID18
 JO0653  DYNAMIC HEIGHT  -       2034.30  (meters)     6674.2   (feet) COMP
 JO0653  MODELED GRAVITY -    979,360.1   (mgal)                       NAVD 88
 JO0653
 JO0653  VERT ORDER      -  * POSTED, SEE BELOW
 JO0653
 JO0653.The horizontal coordinates were scaled from a map and have
 JO0653.an estimated accuracy of +/- 6 seconds.
 JO0653
 JO0653.The orthometric height was determined by differential leveling
 JO0653.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0653
 JO0653.* This is a POSTED BENCH MARK height.
 JO0653
 JO0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0653.GEOID18 height accuracy estimate available here.
 JO0653
 JO0653.Click photographs - Photos may exist for this station.
 JO0653
 JO0653.The dynamic height is computed by dividing the NAVD 88
 JO0653.geopotential number by the normal gravity value computed on the
 JO0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0653.degrees latitude (g = 980.6199 gals.).
 JO0653
 JO0653.The modeled gravity was interpolated from observed gravity values.
 JO0653
 JO0653;                    North         East    Units  Estimated Accuracy
 JO0653;SPC UT S     - 3,152,850.      283,140.      MT  (+/- 180 meters Scaled)
 JO0653
 JO0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH392119(NAD 83)
 JO0653
 JO0653                          SUPERSEDED SURVEY CONTROL
 JO0653
 JO0653.No superseded survey control is available for this station.
 JO0653
 JO0653_MARKER: DB = BENCH MARK DISK
 JO0653_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0653_STAMPING: 125 DOR 1971 6678
 JO0653_MARK LOGO: USGS
 JO0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0653
 JO0653  HISTORY     - Date     Condition        Report By
 JO0653  HISTORY     - 1971     MONUMENTED       USGS
 JO0653
 JO0653                          STATION DESCRIPTION
 JO0653
 JO0653'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0653'26.7 KM (16.60 MI) NORTH FROM MODENA.
 JO0653'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 JO0653'ROAD NORTH TO GARRISON, PROCEED 16.6 MILES NORTH ALONG GARRISON ROAD
 JO0653'TO A BARE AREA, 125 FEET NORTHWEST OF A 48 INCH CORRUGATED METAL PIPE
 JO0653'CULVERT, 75 FEET WEST OF THE ROAD, 10 FEET SOUTHEAST OF A DIM TRACK
 JO0653'ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN
 JO0653'A PIPE PROJECTING 3 INCHES.
 JO0653'THE MARK IS 2 FT  E FROM  A WITNESS POST
 JO0653'THE MARK IS 3 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0543 ***********************************************************************
 MS0543  DESIGNATION -  125 FMK
 MS0543  PID         -  MS0543
 MS0543  STATE/COUNTY-  UT/BOX ELDER
 MS0543  COUNTRY     -  US
 MS0543  USGS QUAD   -  LAKESIDE (2017)
 MS0543
 MS0543                         *CURRENT SURVEY CONTROL
 MS0543  ______________________________________________________________________
 MS0543* NAD 83(1986) POSITION- 41 09 29.     (N) 112 50 39.     (W)   SCALED
 MS0543* NAVD 88 ORTHO HEIGHT -  1388.797 (meters)     4556.41  (feet) ADJUSTED
 MS0543  ______________________________________________________________________
 MS0543  GEOID HEIGHT    -        -16.876 (meters)                     GEOID18
 MS0543  DYNAMIC HEIGHT  -       1387.820 (meters)     4553.21  (feet) COMP
 MS0543  MODELED GRAVITY -    979,871.4   (mgal)                       NAVD 88
 MS0543
 MS0543  VERT ORDER      -  SECOND    CLASS 0
 MS0543
 MS0543.The horizontal coordinates were scaled from a map and have
 MS0543.an estimated accuracy of +/- 6 seconds.
 MS0543
 MS0543.The orthometric height was determined by differential leveling and
 MS0543.adjusted by the NATIONAL GEODETIC SURVEY
 MS0543.in June 1991.
 MS0543
 MS0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0543.GEOID18 height accuracy estimate available here.
 MS0543
 MS0543.Click photographs - Photos may exist for this station.
 MS0543
 MS0543.The dynamic height is computed by dividing the NAVD 88
 MS0543.geopotential number by the normal gravity value computed on the
 MS0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0543.degrees latitude (g = 980.6199 gals.).
 MS0543
 MS0543.The modeled gravity was interpolated from observed gravity values.
 MS0543
 MS0543;                    North         East    Units  Estimated Accuracy
 MS0543;SPC UT N     - 1,092,460.      387,190.      MT  (+/- 180 meters Scaled)
 MS0543
 MS0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL452579(NAD 83)
 MS0543
 MS0543                          SUPERSEDED SURVEY CONTROL
 MS0543
 MS0543  NGVD 29 (??/??/92) 1387.816  (m)         4553.19   (f) ADJ UNCH    2 0
 MS0543
 MS0543.Superseded values are not recommended for survey control.
 MS0543
 MS0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0543.See file dsdata.pdf to determine how the superseded data were derived.
 MS0543
 MS0543_MARKER: DB = BENCH MARK DISK
 MS0543_SETTING: 66 = SET IN ROCK OUTCROP
 MS0543_STAMPING: 125 FMK 1966
 MS0543_MARK LOGO: USGS
 MS0543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0543+STABILITY: POSITION/ELEVATION WELL
 MS0543
 MS0543  HISTORY     - Date     Condition        Report By
 MS0543  HISTORY     - 1966     MONUMENTED       USGS
 MS0543
 MS0543                          STATION DESCRIPTION
 MS0543
 MS0543'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MS0543'10.0 KM (6.20 MI) SOUTH FROM LAKESIDE.
 MS0543'1.9 MILES SOUTH OF THE INTERSECTION OF THE RAILROAD AND A COUNTY ROAD
 MS0543'AT LAKESIDE, THENCE 2.4 MILES EASTERLY ALONG A DIM 4-WHEEL DRIVE ROAD
 MS0543'ACROSS A RIDGE AND THROUGH A VALLEY TO THE TOP OF A SECOND RIDGE,
 MS0543'THENCE 2.1 MILES SOUTH ALONG EASTERNMOST ROAD, 48 FEET EAST OF THE
 MS0543'ROAD, IN THE WEST SLOPE OF A 4 FOOT HIGH ROCK OUTCROP.
 MS0543'THE MARK IS 7 FT  SSW FROM  A WITNESS POST
 MS0543'THE MARK IS 2 FT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0654 ***********************************************************************
 JO0654  DESIGNATION -  126 DOR
 JO0654  PID         -  JO0654
 JO0654  STATE/COUNTY-  UT/IRON
 JO0654  COUNTRY     -  US
 JO0654  USGS QUAD   -  STEAMBOAT MOUNTAIN SW (2017)
 JO0654
 JO0654                         *CURRENT SURVEY CONTROL
 JO0654  ______________________________________________________________________
 JO0654* NAD 83(1986) POSITION- 38 01 40.     (N) 113 58 12.     (W)   SCALED
 JO0654* NAVD 88 ORTHO HEIGHT -  2028.216 (meters)     6654.24  (feet) POSTED
 JO0654  ______________________________________________________________________
 JO0654  GEOID HEIGHT    -        -22.377 (meters)                     GEOID18
 JO0654  DYNAMIC HEIGHT  -       2025.79  (meters)     6646.3   (feet) COMP
 JO0654  MODELED GRAVITY -    979,362.2   (mgal)                       NAVD 88
 JO0654
 JO0654  VERT ORDER      -  * POSTED, SEE BELOW
 JO0654
 JO0654.The horizontal coordinates were scaled from a map and have
 JO0654.an estimated accuracy of +/- 6 seconds.
 JO0654
 JO0654.The orthometric height was determined by differential leveling
 JO0654.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0654
 JO0654.* This is a POSTED BENCH MARK height.
 JO0654
 JO0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0654.GEOID18 height accuracy estimate available here.
 JO0654
 JO0654.Click photographs - Photos may exist for this station.
 JO0654
 JO0654.The dynamic height is computed by dividing the NAVD 88
 JO0654.geopotential number by the normal gravity value computed on the
 JO0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0654.degrees latitude (g = 980.6199 gals.).
 JO0654
 JO0654.The modeled gravity was interpolated from observed gravity values.
 JO0654
 JO0654;                    North         East    Units  Estimated Accuracy
 JO0654;SPC UT S     - 3,153,930.      283,170.      MT  (+/- 180 meters Scaled)
 JO0654
 JO0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH393130(NAD 83)
 JO0654
 JO0654                          SUPERSEDED SURVEY CONTROL
 JO0654
 JO0654.No superseded survey control is available for this station.
 JO0654
 JO0654_MARKER: DB = BENCH MARK DISK
 JO0654_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0654_STAMPING: 126 DOR 1971 6650
 JO0654_MARK LOGO: USGS
 JO0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0654
 JO0654  HISTORY     - Date     Condition        Report By
 JO0654  HISTORY     - 1971     MONUMENTED       USGS
 JO0654
 JO0654                          STATION DESCRIPTION
 JO0654
 JO0654'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0654'27.8 KM (17.30 MI) NORTH FROM MODENA.
 JO0654'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 JO0654'ROAD NORTH TO GARRISON, PROCEED 17.3 MILES NORTH ALONG GARRISON ROAD
 JO0654'TO THE TOP OF A SLIGHT RISE, 70 FEET NORTHEAST OF A USGLO TABLET
 JO0654'STAMPED T32S R19W S9 S10 S16 S15 1911, 30 FEET EAST OF THE ROAD, 0.5
 JO0654'FEET WEST OF A FENCE.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN
 JO0654'DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JO0654'THE MARK IS 0.5 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0544 ***********************************************************************
 MS0544  DESIGNATION -  126 FMK
 MS0544  PID         -  MS0544
 MS0544  STATE/COUNTY-  UT/BOX ELDER
 MS0544  COUNTRY     -  US
 MS0544  USGS QUAD   -  LAKESIDE (2017)
 MS0544
 MS0544                         *CURRENT SURVEY CONTROL
 MS0544  ______________________________________________________________________
 MS0544* NAD 83(1986) POSITION- 41 08 39.     (N) 112 50 34.     (W)   SCALED
 MS0544* NAVD 88 ORTHO HEIGHT -  1349.145 (meters)     4426.32  (feet) ADJUSTED
 MS0544  ______________________________________________________________________
 MS0544  GEOID HEIGHT    -        -16.907 (meters)                     GEOID18
 MS0544  DYNAMIC HEIGHT  -       1348.197 (meters)     4423.21  (feet) COMP
 MS0544  MODELED GRAVITY -    979,873.7   (mgal)                       NAVD 88
 MS0544
 MS0544  VERT ORDER      -  SECOND    CLASS 0
 MS0544
 MS0544.The horizontal coordinates were scaled from a map and have
 MS0544.an estimated accuracy of +/- 6 seconds.
 MS0544
 MS0544.The orthometric height was determined by differential leveling and
 MS0544.adjusted by the NATIONAL GEODETIC SURVEY
 MS0544.in June 1991.
 MS0544
 MS0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0544.GEOID18 height accuracy estimate available here.
 MS0544
 MS0544.Click photographs - Photos may exist for this station.
 MS0544
 MS0544.The dynamic height is computed by dividing the NAVD 88
 MS0544.geopotential number by the normal gravity value computed on the
 MS0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0544.degrees latitude (g = 980.6199 gals.).
 MS0544
 MS0544.The modeled gravity was interpolated from observed gravity values.
 MS0544
 MS0544;                    North         East    Units  Estimated Accuracy
 MS0544;SPC UT N     - 1,090,910.      387,280.      MT  (+/- 180 meters Scaled)
 MS0544
 MS0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL453563(NAD 83)
 MS0544
 MS0544                          SUPERSEDED SURVEY CONTROL
 MS0544
 MS0544  NGVD 29 (??/??/92) 1348.20   (m)         4423.2    (f) COMPUTED    2 0
 MS0544
 MS0544.Superseded values are not recommended for survey control.
 MS0544
 MS0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0544.See file dsdata.pdf to determine how the superseded data were derived.
 MS0544
 MS0544_MARKER: DB = BENCH MARK DISK
 MS0544_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0544_STAMPING: 126 FMK 1966
 MS0544_MARK LOGO: USGS
 MS0544_PROJECTION: FLUSH
 MS0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0544_ROD/PIPE-DEPTH: 2.13 meters
 MS0544
 MS0544  HISTORY     - Date     Condition        Report By
 MS0544  HISTORY     - 1966     MONUMENTED       USGS
 MS0544
 MS0544                          STATION DESCRIPTION
 MS0544
 MS0544'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MS0544'11.6 KM (7.20 MI) SOUTH FROM LAKESIDE.
 MS0544'1.9 MILES SOUTH OF THE INTERSECTION OF THE RAILROAD AND A COUNTY ROAD
 MS0544'AT LAKESIDE, THENCE 2.4 MILES ALONG A DIM 4-WHEEL DRIVE ROAD ACROSS A
 MS0544'RIDGE AND THROUGH A VALLEY TO A SECOND RIDGE, THENCE 3.1 MILES ALONG
 MS0544'THE EASTERNMOST ROAD, 16.4 MILES NORTH OF GOVERNMENT WELL, ON THE TOP
 MS0544'OF A RIDGE, 42 FEET SOUTH AND 30 FEET EAST OF AN INTERSECTION OF
 MS0544'ROADS ALONG THE TOP OF A RIDGE AND OVER THE TOP OF THE RIDGE.
 MS0544'THE MARK IS 1 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0655 ***********************************************************************
 JO0655  DESIGNATION -  127 DOR
 JO0655  PID         -  JO0655
 JO0655  STATE/COUNTY-  UT/IRON
 JO0655  COUNTRY     -  US
 JO0655  USGS QUAD   -  STEAMBOAT MOUNTAIN SW (2017)
 JO0655
 JO0655                         *CURRENT SURVEY CONTROL
 JO0655  ______________________________________________________________________
 JO0655* NAD 83(1986) POSITION- 38 02 34.     (N) 113 58 12.     (W)   SCALED
 JO0655* NAVD 88 ORTHO HEIGHT -  2026.944 (meters)     6650.07  (feet) POSTED
 JO0655  ______________________________________________________________________
 JO0655  GEOID HEIGHT    -        -22.336 (meters)                     GEOID18
 JO0655  DYNAMIC HEIGHT  -       2024.53  (meters)     6642.1   (feet) COMP
 JO0655  MODELED GRAVITY -    979,366.7   (mgal)                       NAVD 88
 JO0655
 JO0655  VERT ORDER      -  * POSTED, SEE BELOW
 JO0655
 JO0655.The horizontal coordinates were scaled from a map and have
 JO0655.an estimated accuracy of +/- 6 seconds.
 JO0655
 JO0655.The orthometric height was determined by differential leveling
 JO0655.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0655
 JO0655.* This is a POSTED BENCH MARK height.
 JO0655
 JO0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0655.GEOID18 height accuracy estimate available here.
 JO0655
 JO0655.Click photographs - Photos may exist for this station.
 JO0655
 JO0655.The dynamic height is computed by dividing the NAVD 88
 JO0655.geopotential number by the normal gravity value computed on the
 JO0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0655.degrees latitude (g = 980.6199 gals.).
 JO0655
 JO0655.The modeled gravity was interpolated from observed gravity values.
 JO0655
 JO0655;                    North         East    Units  Estimated Accuracy
 JO0655;SPC UT S     - 3,155,590.      283,210.      MT  (+/- 180 meters Scaled)
 JO0655
 JO0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH393147(NAD 83)
 JO0655
 JO0655                          SUPERSEDED SURVEY CONTROL
 JO0655
 JO0655.No superseded survey control is available for this station.
 JO0655
 JO0655_MARKER: DB = BENCH MARK DISK
 JO0655_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0655_STAMPING: 127 DOR 1971 6646
 JO0655_MARK LOGO: USGS
 JO0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0655
 JO0655  HISTORY     - Date     Condition        Report By
 JO0655  HISTORY     - 1971     MONUMENTED       USGS
 JO0655
 JO0655                          STATION DESCRIPTION
 JO0655
 JO0655'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0655'29.6 KM (18.40 MI) NORTH FROM MODENA.
 JO0655'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 JO0655'ROAD NORTH TO GARRISON, PROCEED 18.4 MILES NORTH ALONG GARRISON ROAD
 JO0655'TO A T-ROAD EAST, 37 FEET SOUTH OF THE ROAD EAST, 30 FEET EAST OF THE
 JO0655'ROAD, 19 FEET SOUTH OF A SIGN SAYING BUTCHER SPRING, 0.5 FEET WEST OF
 JO0655'A FENCE.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED
 JO0655'IN A PIPE PROJECTING 3 INCHES.
 JO0655'THE MARK IS 0.5 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0545 ***********************************************************************
 MS0545  DESIGNATION -  127 FMK
 MS0545  PID         -  MS0545
 MS0545  STATE/COUNTY-  UT/BOX ELDER
 MS0545  COUNTRY     -  US
 MS0545  USGS QUAD   -  LAKESIDE (2017)
 MS0545
 MS0545                         *CURRENT SURVEY CONTROL
 MS0545  ______________________________________________________________________
 MS0545* NAD 83(1986) POSITION- 41 07 51.     (N) 112 50 47.     (W)   SCALED
 MS0545* NAVD 88 ORTHO HEIGHT -  1324.222 (meters)     4344.55  (feet) ADJUSTED
 MS0545  ______________________________________________________________________
 MS0545  GEOID HEIGHT    -        -16.923 (meters)                     GEOID18
 MS0545  DYNAMIC HEIGHT  -       1323.293 (meters)     4341.50  (feet) COMP
 MS0545  MODELED GRAVITY -    979,876.0   (mgal)                       NAVD 88
 MS0545
 MS0545  VERT ORDER      -  SECOND    CLASS 0
 MS0545
 MS0545.The horizontal coordinates were scaled from a map and have
 MS0545.an estimated accuracy of +/- 6 seconds.
 MS0545
 MS0545.The orthometric height was determined by differential leveling and
 MS0545.adjusted by the NATIONAL GEODETIC SURVEY
 MS0545.in June 1991.
 MS0545
 MS0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0545.GEOID18 height accuracy estimate available here.
 MS0545
 MS0545.Click photographs - Photos may exist for this station.
 MS0545
 MS0545.The dynamic height is computed by dividing the NAVD 88
 MS0545.geopotential number by the normal gravity value computed on the
 MS0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0545.degrees latitude (g = 980.6199 gals.).
 MS0545
 MS0545.The modeled gravity was interpolated from observed gravity values.
 MS0545
 MS0545;                    North         East    Units  Estimated Accuracy
 MS0545;SPC UT N     - 1,089,440.      386,960.      MT  (+/- 180 meters Scaled)
 MS0545
 MS0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL450549(NAD 83)
 MS0545
 MS0545                          SUPERSEDED SURVEY CONTROL
 MS0545
 MS0545  NGVD 29 (??/??/92) 1323.27   (m)         4341.4    (f) COMPUTED    2 0
 MS0545
 MS0545.Superseded values are not recommended for survey control.
 MS0545
 MS0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0545.See file dsdata.pdf to determine how the superseded data were derived.
 MS0545
 MS0545_MARKER: DB = BENCH MARK DISK
 MS0545_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0545_STAMPING: 127 FMK 1966
 MS0545_MARK LOGO: USGS
 MS0545_PROJECTION: FLUSH
 MS0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0545_ROD/PIPE-DEPTH: 11.0 meters
 MS0545
 MS0545  HISTORY     - Date     Condition        Report By
 MS0545  HISTORY     - 1966     MONUMENTED       USGS
 MS0545
 MS0545                          STATION DESCRIPTION
 MS0545
 MS0545'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MS0545'13.2 KM (8.20 MI) SOUTH FROM LAKESIDE.
 MS0545'15.4 MILES NORTH OF GOVERNMENT WELL, ALONG EASTERNMOST ROAD, 75 FEET
 MS0545'WEST OF THE ROAD AT THE SOUTH END OF AN ABANDONED LANDING STRIP.
 MS0545'THE MARK IS 1 FT  E FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0656 ***********************************************************************
 JO0656  DESIGNATION -  128 DOR
 JO0656  PID         -  JO0656
 JO0656  STATE/COUNTY-  UT/IRON
 JO0656  COUNTRY     -  US
 JO0656  USGS QUAD   -  STEAMBOAT MOUNTAIN SW (2017)
 JO0656
 JO0656                         *CURRENT SURVEY CONTROL
 JO0656  ______________________________________________________________________
 JO0656* NAD 83(1986) POSITION- 38 03 38.     (N) 113 58 11.     (W)   SCALED
 JO0656* NAVD 88 ORTHO HEIGHT -  2010.644 (meters)     6596.59  (feet) POSTED
 JO0656  ______________________________________________________________________
 JO0656  GEOID HEIGHT    -        -22.290 (meters)                     GEOID18
 JO0656  DYNAMIC HEIGHT  -       2008.27  (meters)     6588.8   (feet) COMP
 JO0656  MODELED GRAVITY -    979,374.4   (mgal)                       NAVD 88
 JO0656
 JO0656  VERT ORDER      -  * POSTED, SEE BELOW
 JO0656
 JO0656.The horizontal coordinates were scaled from a map and have
 JO0656.an estimated accuracy of +/- 6 seconds.
 JO0656
 JO0656.The orthometric height was determined by differential leveling
 JO0656.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0656
 JO0656.* This is a POSTED BENCH MARK height.
 JO0656
 JO0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0656.GEOID18 height accuracy estimate available here.
 JO0656
 JO0656.Click photographs - Photos may exist for this station.
 JO0656
 JO0656.The dynamic height is computed by dividing the NAVD 88
 JO0656.geopotential number by the normal gravity value computed on the
 JO0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0656.degrees latitude (g = 980.6199 gals.).
 JO0656
 JO0656.The modeled gravity was interpolated from observed gravity values.
 JO0656
 JO0656;                    North         East    Units  Estimated Accuracy
 JO0656;SPC UT S     - 3,157,560.      283,290.      MT  (+/- 180 meters Scaled)
 JO0656
 JO0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH394166(NAD 83)
 JO0656
 JO0656                          SUPERSEDED SURVEY CONTROL
 JO0656
 JO0656.No superseded survey control is available for this station.
 JO0656
 JO0656_MARKER: DB = BENCH MARK DISK
 JO0656_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0656_STAMPING: 128 DOR 1971 6592
 JO0656_MARK LOGO: USGS
 JO0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0656
 JO0656  HISTORY     - Date     Condition        Report By
 JO0656  HISTORY     - 1971     MONUMENTED       USGS
 JO0656
 JO0656                          STATION DESCRIPTION
 JO0656
 JO0656'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0656'31.5 KM (19.60 MI) NORTH FROM MODENA.
 JO0656'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 JO0656'ROAD NORTH TO GARRISON, PROCEED 19.6 MILES NORTH ALONG GARRISON ROAD
 JO0656'TO A Y-ROAD NORTHEAST, 0.3 MILES NORTH OF A USGLO TABLET STAMPED T31S
 JO0656'R19W S33 S34 S4 S3 1911, 45 FEET SOUTH OF A GATE, 33 FEET EAST OF THE
 JO0656'ROAD, 10 FEET SOUTH OF A SIGN SAYING 23 UTAH-NEVADA STATELINE 14
 JO0656'JACKSON WASH 42 LUND 23 PINE VALLEY ROAD 21 MODENA, 0.5 FEET WEST OF
 JO0656'A FENCE.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED
 JO0656'IN A PIPE PROJECTING 3 INCHES.
 JO0656'THE MARK IS 0.5 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0536 ***********************************************************************
 MS0536  DESIGNATION -  128 FMK
 MS0536  PID         -  MS0536
 MS0536  STATE/COUNTY-  UT/BOX ELDER
 MS0536  COUNTRY     -  US
 MS0536  USGS QUAD   -  DEARDENS KNOLL (2017)
 MS0536
 MS0536                         *CURRENT SURVEY CONTROL
 MS0536  ______________________________________________________________________
 MS0536* NAD 83(1986) POSITION- 41 06 58.     (N) 112 50 49.     (W)   SCALED
 MS0536* NAVD 88 ORTHO HEIGHT -  1321.890 (meters)     4336.90  (feet) ADJUSTED
 MS0536  ______________________________________________________________________
 MS0536  GEOID HEIGHT    -        -16.947 (meters)                     GEOID18
 MS0536  DYNAMIC HEIGHT  -       1320.966 (meters)     4333.87  (feet) COMP
 MS0536  MODELED GRAVITY -    979,878.1   (mgal)                       NAVD 88
 MS0536
 MS0536  VERT ORDER      -  SECOND    CLASS 0
 MS0536
 MS0536.The horizontal coordinates were scaled from a map and have
 MS0536.an estimated accuracy of +/- 6 seconds.
 MS0536
 MS0536.The orthometric height was determined by differential leveling and
 MS0536.adjusted by the NATIONAL GEODETIC SURVEY
 MS0536.in June 1991.
 MS0536
 MS0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0536.GEOID18 height accuracy estimate available here.
 MS0536
 MS0536.Click photographs - Photos may exist for this station.
 MS0536
 MS0536.The dynamic height is computed by dividing the NAVD 88
 MS0536.geopotential number by the normal gravity value computed on the
 MS0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0536.degrees latitude (g = 980.6199 gals.).
 MS0536
 MS0536.The modeled gravity was interpolated from observed gravity values.
 MS0536
 MS0536;                    North         East    Units  Estimated Accuracy
 MS0536;SPC UT N     - 1,087,800.      386,880.      MT  (+/- 180 meters Scaled)
 MS0536
 MS0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL449532(NAD 83)
 MS0536
 MS0536                          SUPERSEDED SURVEY CONTROL
 MS0536
 MS0536  NGVD 29 (??/??/92) 1320.94   (m)         4333.8    (f) COMPUTED    2 0
 MS0536
 MS0536.Superseded values are not recommended for survey control.
 MS0536
 MS0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0536.See file dsdata.pdf to determine how the superseded data were derived.
 MS0536
 MS0536_MARKER: DB = BENCH MARK DISK
 MS0536_SETTING: 66 = SET IN ROCK OUTCROP
 MS0536_STAMPING: 128 FMK 1966
 MS0536_MARK LOGO: USGS
 MS0536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0536+STABILITY: POSITION/ELEVATION WELL
 MS0536
 MS0536  HISTORY     - Date     Condition        Report By
 MS0536  HISTORY     - 1966     MONUMENTED       USGS
 MS0536
 MS0536                          STATION DESCRIPTION
 MS0536
 MS0536'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0536'15.0 KM (9.30 MI) SOUTH FROM LAKESIDE.
 MS0536'14.3 MILES NORTH OF GOVERNMENT WELL, ALONG EASTERN MOST ROAD, 0.1
 MS0536'MILE NORTH OF A DIM Y-INTERSECTION, 60 FEET WEST OF THE ROAD.
 MS0536'THE MARK IS 2 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0657 ***********************************************************************
 JO0657  DESIGNATION -  129 DOR
 JO0657  PID         -  JO0657
 JO0657  STATE/COUNTY-  UT/IRON
 JO0657  COUNTRY     -  US
 JO0657  USGS QUAD   -  STEAMBOAT MOUNTAIN SW (2017)
 JO0657
 JO0657                         *CURRENT SURVEY CONTROL
 JO0657  ______________________________________________________________________
 JO0657* NAD 83(1986) POSITION- 38 04 15.     (N) 113 58 12.     (W)   SCALED
 JO0657* NAVD 88 ORTHO HEIGHT -  1999.195 (meters)     6559.03  (feet) POSTED
 JO0657  ______________________________________________________________________
 JO0657  GEOID HEIGHT    -        -22.264 (meters)                     GEOID18
 JO0657  DYNAMIC HEIGHT  -       1996.83  (meters)     6551.3   (feet) COMP
 JO0657  MODELED GRAVITY -    979,375.8   (mgal)                       NAVD 88
 JO0657
 JO0657  VERT ORDER      -  * POSTED, SEE BELOW
 JO0657
 JO0657.The horizontal coordinates were scaled from a map and have
 JO0657.an estimated accuracy of +/- 6 seconds.
 JO0657
 JO0657.The orthometric height was determined by differential leveling
 JO0657.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0657
 JO0657.* This is a POSTED BENCH MARK height.
 JO0657
 JO0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0657.GEOID18 height accuracy estimate available here.
 JO0657
 JO0657.Click photographs - Photos may exist for this station.
 JO0657
 JO0657.The dynamic height is computed by dividing the NAVD 88
 JO0657.geopotential number by the normal gravity value computed on the
 JO0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0657.degrees latitude (g = 980.6199 gals.).
 JO0657
 JO0657.The modeled gravity was interpolated from observed gravity values.
 JO0657
 JO0657;                    North         East    Units  Estimated Accuracy
 JO0657;SPC UT S     - 3,158,700.      283,300.      MT  (+/- 180 meters Scaled)
 JO0657
 JO0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH394178(NAD 83)
 JO0657
 JO0657                          SUPERSEDED SURVEY CONTROL
 JO0657
 JO0657.No superseded survey control is available for this station.
 JO0657
 JO0657_MARKER: DB = BENCH MARK DISK
 JO0657_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0657_STAMPING: 129 DOR 1971 6555
 JO0657_MARK LOGO: USGS
 JO0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0657
 JO0657  HISTORY     - Date     Condition        Report By
 JO0657  HISTORY     - 1971     MONUMENTED       USGS
 JO0657
 JO0657                          STATION DESCRIPTION
 JO0657
 JO0657'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0657'32.7 KM (20.30 MI) NORTH FROM MODENA.
 JO0657'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 JO0657'ROAD NORTH TO GARRISON, PROCEED 20.3 MILES NORTH ALONG GARRISON ROAD
 JO0657'TO A CATTLEGUARD, 43 FEET WEST OF THE ROAD, 36 FEET SOUTHWEST OF A
 JO0657'USGLO TABLET STAMPED T31S R19W S28 S27 S33 S34 1911, 0.5 FEET NORTH
 JO0657'OF A FENCE.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH
 JO0657'ENCASED IN A PIPE PROJECTING 3 INCHES.
 JO0657'THE MARK IS 0.5 FT  N FROM  A WITNESS POST
 JO0657'THE MARK IS 2.5 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0537 ***********************************************************************
 MS0537  DESIGNATION -  129 FMK
 MS0537  PID         -  MS0537
 MS0537  STATE/COUNTY-  UT/BOX ELDER
 MS0537  COUNTRY     -  US
 MS0537  USGS QUAD   -  DEARDENS KNOLL (2017)
 MS0537
 MS0537                         *CURRENT SURVEY CONTROL
 MS0537  ______________________________________________________________________
 MS0537* NAD 83(1986) POSITION- 41 06 02.     (N) 112 51 10.     (W)   SCALED
 MS0537* NAVD 88 ORTHO HEIGHT -  1347.255 (meters)     4420.12  (feet) ADJUSTED
 MS0537  ______________________________________________________________________
 MS0537  GEOID HEIGHT    -        -16.961 (meters)                     GEOID18
 MS0537  DYNAMIC HEIGHT  -       1346.311 (meters)     4417.02  (feet) COMP
 MS0537  MODELED GRAVITY -    979,876.3   (mgal)                       NAVD 88
 MS0537
 MS0537  VERT ORDER      -  SECOND    CLASS 0
 MS0537
 MS0537.The horizontal coordinates were scaled from a map and have
 MS0537.an estimated accuracy of +/- 6 seconds.
 MS0537
 MS0537.The orthometric height was determined by differential leveling and
 MS0537.adjusted by the NATIONAL GEODETIC SURVEY
 MS0537.in June 1991.
 MS0537
 MS0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0537.GEOID18 height accuracy estimate available here.
 MS0537
 MS0537.Click photographs - Photos may exist for this station.
 MS0537
 MS0537.The dynamic height is computed by dividing the NAVD 88
 MS0537.geopotential number by the normal gravity value computed on the
 MS0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0537.degrees latitude (g = 980.6199 gals.).
 MS0537
 MS0537.The modeled gravity was interpolated from observed gravity values.
 MS0537
 MS0537;                    North         East    Units  Estimated Accuracy
 MS0537;SPC UT N     - 1,086,080.      386,370.      MT  (+/- 180 meters Scaled)
 MS0537
 MS0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL444515(NAD 83)
 MS0537
 MS0537                          SUPERSEDED SURVEY CONTROL
 MS0537
 MS0537  NGVD 29 (??/??/92) 1346.31   (m)         4417.0    (f) COMPUTED    2 0
 MS0537
 MS0537.Superseded values are not recommended for survey control.
 MS0537
 MS0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0537.See file dsdata.pdf to determine how the superseded data were derived.
 MS0537
 MS0537_MARKER: DB = BENCH MARK DISK
 MS0537_SETTING: 66 = SET IN ROCK OUTCROP
 MS0537_STAMPING: 129 FMK 1966
 MS0537_MARK LOGO: USGS
 MS0537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0537+STABILITY: POSITION/ELEVATION WELL
 MS0537
 MS0537  HISTORY     - Date     Condition        Report By
 MS0537  HISTORY     - 1966     MONUMENTED       USGS
 MS0537
 MS0537                          STATION DESCRIPTION
 MS0537
 MS0537'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0537'16.9 KM (10.50 MI) SOUTH FROM LAKESIDE.
 MS0537'13.1 MILES NORTH OF GOVERNMENT WELL, ALONG EASTERNMOST ROAD, IN A LOW
 MS0537'ROCK OUTCROP IN AN AREA OF JUMBLED BROKEN ROCK, 60 FEET NORTH AND 32
 MS0537'FEET WEST OF INTERSECTION OF THE ROAD SOUTHWEST AND THE NORTH-SOUTH
 MS0537'ROAD.
 MS0537'THE MARK IS 3 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0639 ***********************************************************************
 JO0639  DESIGNATION -  13 DOR
 JO0639  PID         -  JO0639
 JO0639  STATE/COUNTY-  UT/BEAVER
 JO0639  COUNTRY     -  US
 JO0639  USGS QUAD   -  PINE GROVE RESERVOIR (2017)
 JO0639
 JO0639                         *CURRENT SURVEY CONTROL
 JO0639  ______________________________________________________________________
 JO0639* NAD 83(1986) POSITION- 38 21 58.     (N) 113 42 55.     (W)   SCALED
 JO0639* NAVD 88 ORTHO HEIGHT -  1735.601 (meters)     5694.22  (feet) POSTED
 JO0639  ______________________________________________________________________
 JO0639  GEOID HEIGHT    -        -21.487 (meters)                     GEOID18
 JO0639  DYNAMIC HEIGHT  -       1733.69  (meters)     5687.9   (feet) COMP
 JO0639  MODELED GRAVITY -    979,466.0   (mgal)                       NAVD 88
 JO0639
 JO0639  VERT ORDER      -  * POSTED, SEE BELOW
 JO0639
 JO0639.The horizontal coordinates were scaled from a map and have
 JO0639.an estimated accuracy of +/- 6 seconds.
 JO0639
 JO0639.The orthometric height was determined by differential leveling
 JO0639.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0639
 JO0639.* This is a POSTED BENCH MARK height.
 JO0639
 JO0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0639.GEOID18 height accuracy estimate available here.
 JO0639
 JO0639.Click photographs - Photos may exist for this station.
 JO0639
 JO0639.The dynamic height is computed by dividing the NAVD 88
 JO0639.geopotential number by the normal gravity value computed on the
 JO0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0639.degrees latitude (g = 980.6199 gals.).
 JO0639
 JO0639.The modeled gravity was interpolated from observed gravity values.
 JO0639
 JO0639;                    North         East    Units  Estimated Accuracy
 JO0639;SPC UT S     - 3,190,910.      306,420.      MT  (+/- 180 meters Scaled)
 JO0639
 JO0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH627499(NAD 83)
 JO0639
 JO0639                          SUPERSEDED SURVEY CONTROL
 JO0639
 JO0639.No superseded survey control is available for this station.
 JO0639
 JO0639_MARKER: DB = BENCH MARK DISK
 JO0639_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0639_STAMPING: 13 DOR 1971 5690
 JO0639_MARK LOGO: USGS
 JO0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0639
 JO0639  HISTORY     - Date     Condition        Report By
 JO0639  HISTORY     - 1971     MONUMENTED       USGS
 JO0639
 JO0639                          STATION DESCRIPTION
 JO0639
 JO0639'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0639'59.1 KM (36.70 MI) NNW FROM LUND.
 JO0639'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0639'AND PINE VALLEY ROAD, PROCEED 36.7 MILES WEST AND NORTH ALONG PINE
 JO0639'VALLEY ROAD TO A DIRT T-ROAD WEST, 11.7 MILES SOUTH OF STATE HIGHWAY
 JO0639'21, 98 FEET SOUTH OF THE CENTER OF THE T-ROAD, 65 FEET WEST OF THE
 JO0639'CENTER OF THE ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN
 JO0639'DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JO0639'THE MARK IS 1.5 FT  E FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0554 ***********************************************************************
 MR0554  DESIGNATION -  13 FMK
 MR0554  PID         -  MR0554
 MR0554  STATE/COUNTY-  UT/MORGAN
 MR0554  COUNTRY     -  US
 MR0554  USGS QUAD   -  SNOW BASIN (2017)
 MR0554
 MR0554                         *CURRENT SURVEY CONTROL
 MR0554  ______________________________________________________________________
 MR0554* NAD 83(1986) POSITION- 41 08 22.     (N) 111 51 03.     (W)   SCALED
 MR0554* NAVD 88 ORTHO HEIGHT -  1469.801 (meters)     4822.17  (feet) ADJUSTED
 MR0554  ______________________________________________________________________
 MR0554  GEOID HEIGHT    -        -16.262 (meters)                     GEOID18
 MR0554  DYNAMIC HEIGHT  -       1468.642 (meters)     4818.37  (feet) COMP
 MR0554  MODELED GRAVITY -    979,784.6   (mgal)                       NAVD 88
 MR0554
 MR0554  VERT ORDER      -  FIRST     CLASS II
 MR0554
 MR0554.The horizontal coordinates were scaled from a map and have
 MR0554.an estimated accuracy of +/- 6 seconds.
 MR0554
 MR0554.The orthometric height was determined by differential leveling and
 MR0554.adjusted by the NATIONAL GEODETIC SURVEY
 MR0554.in June 1991.
 MR0554
 MR0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0554.GEOID18 height accuracy estimate available here.
 MR0554
 MR0554.Click photographs - Photos may exist for this station.
 MR0554
 MR0554.The dynamic height is computed by dividing the NAVD 88
 MR0554.geopotential number by the normal gravity value computed on the
 MR0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0554.degrees latitude (g = 980.6199 gals.).
 MR0554
 MR0554.The modeled gravity was interpolated from observed gravity values.
 MR0554
 MR0554;                    North         East    Units  Estimated Accuracy
 MR0554;SPC UT N     - 1,089,580.      470,550.      MT  (+/- 180 meters Scaled)
 MR0554
 MR0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL285545(NAD 83)
 MR0554
 MR0554                          SUPERSEDED SURVEY CONTROL
 MR0554
 MR0554  NGVD 29 (06/08/92) 1468.763  (m)         4818.77   (f) ADJUSTED    1 2
 MR0554
 MR0554.Superseded values are not recommended for survey control.
 MR0554
 MR0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0554.See file dsdata.pdf to determine how the superseded data were derived.
 MR0554
 MR0554_MARKER: DB = BENCH MARK DISK
 MR0554_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0554_SP_SET: CONCRETE BARRIER
 MR0554_STAMPING: 13 FMK 1974
 MR0554_MARK LOGO: USGS
 MR0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0554
 MR0554  HISTORY     - Date     Condition        Report By
 MR0554  HISTORY     - 1974     MONUMENTED       USGS
 MR0554  HISTORY     - 1983     GOOD             NGS
 MR0554
 MR0554                          STATION DESCRIPTION
 MR0554
 MR0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0554'19.0 KM (11.8 MI) SOUTH FROM OGDEN.
 MR0554'19.0 KM (11.8 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0554'STATION IN OGDEN, IN TOP OF THE CONCRETE BARRIER THAT DIVIDES THE
 MR0554'LANES OF OF INTERSTATE HIGHWAY 84, 0.1 KM (0.05 MI) EAST OF HIGHWAY
 MR0554'MILEPOST 91, 110.0 METERS (360.9 FT) NORTH OF THE NEAR RAIL, 22.7
 MR0554'METERS (74.5 FT) NORTHEAST OF THE MOST NORTHERLY LEG OF A HIGHWAY
 MR0554'INFORMATION SIGN, 6.3 METERS (20.7 FT) SOUTH OF THE CENTERLINE OF THE
 MR0554'HIGHWAY, AND 6.3 METERS (20.7 FT) NORTH OF THE CENTERLINE OF THE EAST
 MR0554'BOUND LANES OF THE HIGHWAY.
 MR0554'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HP0422 ***********************************************************************
 HP0422  DESIGNATION -  13 LRC
 HP0422  PID         -  HP0422
 HP0422  STATE/COUNTY-  UT/WASHINGTON
 HP0422  COUNTRY     -  US
 HP0422  USGS QUAD   -  SCARECROW PEAK (2017)
 HP0422
 HP0422                         *CURRENT SURVEY CONTROL
 HP0422  ______________________________________________________________________
 HP0422* NAD 83(1986) POSITION- 37 08 20.2    (N) 114 01 27.4    (W)   HD_HELD2
 HP0422* NAVD 88 ORTHO HEIGHT -   848.018 (meters)     2782.21  (feet) POSTED
 HP0422  ______________________________________________________________________
 HP0422  GEOID HEIGHT    -        -25.037 (meters)                     GEOID18
 HP0422  DYNAMIC HEIGHT  -        847.17  (meters)     2779.4   (feet) COMP
 HP0422  MODELED GRAVITY -    979,608.1   (mgal)                       NAVD 88
 HP0422
 HP0422  VERT ORDER      -  * POSTED, SEE BELOW
 HP0422
 HP0422.The horizontal coordinates were established by autonomous hand held GPS
 HP0422.observations and have an estimated accuracy of +/- 10 meters.
 HP0422
 HP0422.The orthometric height was determined by differential leveling
 HP0422.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HP0422
 HP0422.* This is a POSTED BENCH MARK height.
 HP0422
 HP0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 HP0422.GEOID18 height accuracy estimate available here.
 HP0422
 HP0422.Click photographs - Photos may exist for this station.
 HP0422
 HP0422.The dynamic height is computed by dividing the NAVD 88
 HP0422.geopotential number by the normal gravity value computed on the
 HP0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0422.degrees latitude (g = 980.6199 gals.).
 HP0422
 HP0422.The modeled gravity was interpolated from observed gravity values.
 HP0422
 HP0422;                    North         East    Units  Estimated Accuracy
 HP0422;SPC UT S     - 3,055,442.      275,743.      MT  (+/- 10 meters HH2 GPS)
 HP0422
 HP0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB6431714432(NAD 83)
 HP0422
 HP0422                          SUPERSEDED SURVEY CONTROL
 HP0422
 HP0422.No superseded survey control is available for this station.
 HP0422
 HP0422_MARKER: DD = SURVEY DISK
 HP0422_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0422_STAMPING: 13 LRC 1973 2780
 HP0422_MARK LOGO: USGS
 HP0422_PROJECTION: FLUSH
 HP0422_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0422+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0422
 HP0422  HISTORY     - Date     Condition        Report By
 HP0422  HISTORY     - 1973     MONUMENTED       USGS
 HP0422
 HP0422                          STATION DESCRIPTION
 HP0422
 HP0422'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (LRC)
 HP0422'FROM THE POST OFFICE IN MESQUITE, UTAH, PROCEED 33.6 MILES NORTHEAST
 HP0422'ALONG U S HIGHWAY 91 TO A POINT 11.2 MILES NORTHWEST OF CASTLE ROCK
 HP0422'CLIFF, ALONG LYTLE RANCH ROAD, AT A Y-ROAD NORTH, AT THE BOTTOM OF A
 HP0422'GRADE, IN BEAVER DAM WASH, 67 FEET NORTHEAST OF THE CENTER OF A MAIN
 HP0422'ROAD, 27 FEET WEST OF THE CENTER OF A CATTLEGUARD IN A Y-ROAD, 4.5
 HP0422'FEET SOUTH OF A FENCE, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO
 HP0422'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0658 ***********************************************************************
 JO0658  DESIGNATION -  130 DOR
 JO0658  PID         -  JO0658
 JO0658  STATE/COUNTY-  UT/IRON
 JO0658  COUNTRY     -  US
 JO0658  USGS QUAD   -  STEAMBOAT MOUNTAIN SW (2017)
 JO0658
 JO0658                         *CURRENT SURVEY CONTROL
 JO0658  ______________________________________________________________________
 JO0658* NAD 83(1986) POSITION- 38 05 07.     (N) 113 58 11.     (W)   SCALED
 JO0658* NAVD 88 ORTHO HEIGHT -  1991.307 (meters)     6533.15  (feet) POSTED
 JO0658  ______________________________________________________________________
 JO0658  GEOID HEIGHT    -        -22.228 (meters)                     GEOID18
 JO0658  DYNAMIC HEIGHT  -       1988.95  (meters)     6525.4   (feet) COMP
 JO0658  MODELED GRAVITY -    979,375.3   (mgal)                       NAVD 88
 JO0658
 JO0658  VERT ORDER      -  * POSTED, SEE BELOW
 JO0658
 JO0658.The horizontal coordinates were scaled from a map and have
 JO0658.an estimated accuracy of +/- 6 seconds.
 JO0658
 JO0658.The orthometric height was determined by differential leveling
 JO0658.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0658
 JO0658.* This is a POSTED BENCH MARK height.
 JO0658
 JO0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0658.GEOID18 height accuracy estimate available here.
 JO0658
 JO0658.Click photographs - Photos may exist for this station.
 JO0658
 JO0658.The dynamic height is computed by dividing the NAVD 88
 JO0658.geopotential number by the normal gravity value computed on the
 JO0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0658.degrees latitude (g = 980.6199 gals.).
 JO0658
 JO0658.The modeled gravity was interpolated from observed gravity values.
 JO0658
 JO0658;                    North         East    Units  Estimated Accuracy
 JO0658;SPC UT S     - 3,160,310.      283,360.      MT  (+/- 180 meters Scaled)
 JO0658
 JO0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH395194(NAD 83)
 JO0658
 JO0658                          SUPERSEDED SURVEY CONTROL
 JO0658
 JO0658.No superseded survey control is available for this station.
 JO0658
 JO0658_MARKER: DB = BENCH MARK DISK
 JO0658_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0658_STAMPING: 130 DOR 1971 6529
 JO0658_MARK LOGO: USGS
 JO0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0658
 JO0658  HISTORY     - Date     Condition        Report By
 JO0658  HISTORY     - 1971     MONUMENTED       USGS
 JO0658
 JO0658                          STATION DESCRIPTION
 JO0658
 JO0658'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0658'34.3 KM (21.30 MI) NORTH FROM MODENA.
 JO0658'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 JO0658'ROAD NORTH TO GARRISON, PROCEED 21.3 MILES NORTH ALONG GARRISON ROAD
 JO0658'TO A SECTION CORNER, 27 FEET EAST OF THE ROAD, 17 FEET EAST OF A
 JO0658'USGLO TABLET STAMPED T31S R19W S21 S22 S28 S27 1911.  A COPPER-CLAD
 JO0658'STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3
 JO0658'INCHES.
 JO0658'THE MARK IS 2 FT  W FROM  A WITNESS POST
 JO0658'THE MARK IS 3 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0546 ***********************************************************************
 MS0546  DESIGNATION -  130 FMK
 MS0546  PID         -  MS0546
 MS0546  STATE/COUNTY-  UT/BOX ELDER
 MS0546  COUNTRY     -  US
 MS0546  USGS QUAD   -  DEARDENS KNOLL (2017)
 MS0546
 MS0546                         *CURRENT SURVEY CONTROL
 MS0546  ______________________________________________________________________
 MS0546* NAD 83(1986) POSITION- 41 05 07.     (N) 112 50 45.     (W)   SCALED
 MS0546* NAVD 88 ORTHO HEIGHT -  1305.846 (meters)     4284.26  (feet) ADJUSTED
 MS0546  ______________________________________________________________________
 MS0546  GEOID HEIGHT    -        -17.009 (meters)                     GEOID18
 MS0546  DYNAMIC HEIGHT  -       1304.926 (meters)     4281.24  (feet) COMP
 MS0546  MODELED GRAVITY -    979,874.0   (mgal)                       NAVD 88
 MS0546
 MS0546  VERT ORDER      -  SECOND    CLASS 0
 MS0546
 MS0546.The horizontal coordinates were scaled from a map and have
 MS0546.an estimated accuracy of +/- 6 seconds.
 MS0546
 MS0546.The orthometric height was determined by differential leveling and
 MS0546.adjusted by the NATIONAL GEODETIC SURVEY
 MS0546.in June 1991.
 MS0546
 MS0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0546.GEOID18 height accuracy estimate available here.
 MS0546
 MS0546.Click photographs - Photos may exist for this station.
 MS0546
 MS0546.The dynamic height is computed by dividing the NAVD 88
 MS0546.geopotential number by the normal gravity value computed on the
 MS0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0546.degrees latitude (g = 980.6199 gals.).
 MS0546
 MS0546.The modeled gravity was interpolated from observed gravity values.
 MS0546
 MS0546;                    North         East    Units  Estimated Accuracy
 MS0546;SPC UT N     - 1,084,380.      386,920.      MT  (+/- 180 meters Scaled)
 MS0546
 MS0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL449498(NAD 83)
 MS0546
 MS0546                          SUPERSEDED SURVEY CONTROL
 MS0546
 MS0546  NGVD 29 (??/??/92) 1304.89   (m)         4281.1    (f) COMPUTED    2 0
 MS0546
 MS0546.Superseded values are not recommended for survey control.
 MS0546
 MS0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0546.See file dsdata.pdf to determine how the superseded data were derived.
 MS0546
 MS0546_MARKER: DB = BENCH MARK DISK
 MS0546_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0546+WITH SETTING: INFORMATION.
 MS0546_STAMPING: 130 FMK 1966
 MS0546_MARK LOGO: USGS
 MS0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0546
 MS0546  HISTORY     - Date     Condition        Report By
 MS0546  HISTORY     - 1966     MONUMENTED       USGS
 MS0546
 MS0546                          STATION DESCRIPTION
 MS0546
 MS0546'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MS0546'18.7 KM (11.60 MI) SOUTH FROM LAKESIDE.
 MS0546'12 MILES NORTH OF GOVERNMENT WELL, ALONG EASTERNMOST ROAD, 0.3 MILES
 MS0546'NORTH OF T-ROAD EAST, TO A DIRT STOCK POND IN A ROCK OUTCROP, 82 FEET
 MS0546'WEST OF THE ROAD.
 MS0546'THE MARK IS 4 FT  W FROM  A WITNESS POST
 MS0546'THE MARK IS 2 FT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0659 ***********************************************************************
 JO0659  DESIGNATION -  131 DOR
 JO0659  PID         -  JO0659
 JO0659  STATE/COUNTY-  UT/IRON
 JO0659  COUNTRY     -  US
 JO0659  USGS QUAD   -  STEAMBOAT MOUNTAIN SW (2017)
 JO0659
 JO0659                         *CURRENT SURVEY CONTROL
 JO0659  ______________________________________________________________________
 JO0659* NAD 83(1986) POSITION- 38 05 48.     (N) 113 58 11.     (W)   SCALED
 JO0659* NAVD 88 ORTHO HEIGHT -  1991.988 (meters)     6535.38  (feet) POSTED
 JO0659  ______________________________________________________________________
 JO0659  GEOID HEIGHT    -        -22.201 (meters)                     GEOID18
 JO0659  DYNAMIC HEIGHT  -       1989.63  (meters)     6527.6   (feet) COMP
 JO0659  MODELED GRAVITY -    979,376.2   (mgal)                       NAVD 88
 JO0659
 JO0659  VERT ORDER      -  * POSTED, SEE BELOW
 JO0659
 JO0659.The horizontal coordinates were scaled from a map and have
 JO0659.an estimated accuracy of +/- 6 seconds.
 JO0659
 JO0659.The orthometric height was determined by differential leveling
 JO0659.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0659
 JO0659.* This is a POSTED BENCH MARK height.
 JO0659
 JO0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0659.GEOID18 height accuracy estimate available here.
 JO0659
 JO0659.Click photographs - Photos may exist for this station.
 JO0659
 JO0659.The dynamic height is computed by dividing the NAVD 88
 JO0659.geopotential number by the normal gravity value computed on the
 JO0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0659.degrees latitude (g = 980.6199 gals.).
 JO0659
 JO0659.The modeled gravity was interpolated from observed gravity values.
 JO0659
 JO0659;                    North         East    Units  Estimated Accuracy
 JO0659;SPC UT S     - 3,161,570.      283,400.      MT  (+/- 180 meters Scaled)
 JO0659
 JO0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH395207(NAD 83)
 JO0659
 JO0659                          SUPERSEDED SURVEY CONTROL
 JO0659
 JO0659.No superseded survey control is available for this station.
 JO0659
 JO0659_MARKER: DB = BENCH MARK DISK
 JO0659_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0659_STAMPING: 131 DOR 1971 6531
 JO0659_MARK LOGO: USGS
 JO0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0659
 JO0659  HISTORY     - Date     Condition        Report By
 JO0659  HISTORY     - 1971     MONUMENTED       USGS
 JO0659
 JO0659                          STATION DESCRIPTION
 JO0659
 JO0659'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0659'35.6 KM (22.10 MI) NORTH FROM MODENA.
 JO0659'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 JO0659'ROAD NORTH TO GARRISON, PROCEED 22.1 MILES NORTH ALONG GARRISON ROAD
 JO0659'TO THE TOP OF A RISE, 0.25 MILES SOUTH OF A USGLO TABLET STAMPED T31S
 JO0659'R19W S16 S15 S21 S22 1911, 37 FEET EAST OF THE ROAD AT A T-ROAD WEST.
 JO0659'A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 JO0659'PROJECTING 3 INCHES.
 JO0659'THE MARK IS 2 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0547 ***********************************************************************
 MS0547  DESIGNATION -  131 FMK
 MS0547  PID         -  MS0547
 MS0547  STATE/COUNTY-  UT/BOX ELDER
 MS0547  COUNTRY     -  US
 MS0547  USGS QUAD   -  DEARDENS KNOLL (2017)
 MS0547
 MS0547                         *CURRENT SURVEY CONTROL
 MS0547  ______________________________________________________________________
 MS0547* NAD 83(1986) POSITION- 41 04 23.     (N) 112 50 59.     (W)   SCALED
 MS0547* NAVD 88 ORTHO HEIGHT -  1306.430 (meters)     4286.18  (feet) ADJUSTED
 MS0547  ______________________________________________________________________
 MS0547  GEOID HEIGHT    -        -17.025 (meters)                     GEOID18
 MS0547  DYNAMIC HEIGHT  -       1305.509 (meters)     4283.16  (feet) COMP
 MS0547  MODELED GRAVITY -    979,872.7   (mgal)                       NAVD 88
 MS0547
 MS0547  VERT ORDER      -  SECOND    CLASS 0
 MS0547
 MS0547.The horizontal coordinates were scaled from a map and have
 MS0547.an estimated accuracy of +/- 6 seconds.
 MS0547
 MS0547.The orthometric height was determined by differential leveling and
 MS0547.adjusted by the NATIONAL GEODETIC SURVEY
 MS0547.in June 1991.
 MS0547
 MS0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0547.GEOID18 height accuracy estimate available here.
 MS0547
 MS0547.Click photographs - Photos may exist for this station.
 MS0547
 MS0547.The dynamic height is computed by dividing the NAVD 88
 MS0547.geopotential number by the normal gravity value computed on the
 MS0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0547.degrees latitude (g = 980.6199 gals.).
 MS0547
 MS0547.The modeled gravity was interpolated from observed gravity values.
 MS0547
 MS0547;                    North         East    Units  Estimated Accuracy
 MS0547;SPC UT N     - 1,083,030.      386,580.      MT  (+/- 180 meters Scaled)
 MS0547
 MS0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL446485(NAD 83)
 MS0547
 MS0547                          SUPERSEDED SURVEY CONTROL
 MS0547
 MS0547  NGVD 29 (??/??/92) 1305.47   (m)         4283.0    (f) COMPUTED    2 0
 MS0547
 MS0547.Superseded values are not recommended for survey control.
 MS0547
 MS0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0547.See file dsdata.pdf to determine how the superseded data were derived.
 MS0547
 MS0547_MARKER: DB = BENCH MARK DISK
 MS0547_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0547_STAMPING: 131 FMK 1966
 MS0547_MARK LOGO: USGS
 MS0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0547
 MS0547  HISTORY     - Date     Condition        Report By
 MS0547  HISTORY     - 1966     MONUMENTED       USGS
 MS0547
 MS0547                          STATION DESCRIPTION
 MS0547
 MS0547'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MS0547'20.1 KM (12.50 MI) SOUTH FROM LAKESIDE.
 MS0547'11 MILES NORTH OF GOVERNMENT WELL, ALONG EASTERNMOST ROAD, 0.6 MILES
 MS0547'SOUTH OF A T-ROAD EAST TO A DIRT STOCK POND, IN THE TOP OF A LONE 3
 MS0547'FOOT HIGH ROCK OUTCROP NEAR THE SOUTHEAST END OF A BLOCK LONG
 MS0547'IRREGULAR OUTCROP, 75 FEET WEST OF THE ROAD.
 MS0547'THE MARK IS 4 FT  S FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0660 ***********************************************************************
 JO0660  DESIGNATION -  132 DOR
 JO0660  PID         -  JO0660
 JO0660  STATE/COUNTY-  UT/IRON
 JO0660  COUNTRY     -  US
 JO0660  USGS QUAD   -  STEAMBOAT MOUNTAIN SW (2017)
 JO0660
 JO0660                         *CURRENT SURVEY CONTROL
 JO0660  ______________________________________________________________________
 JO0660* NAD 83(1986) POSITION- 38 06 35.     (N) 113 57 59.     (W)   SCALED
 JO0660* NAVD 88 ORTHO HEIGHT -  1977.616 (meters)     6488.23  (feet) POSTED
 JO0660  ______________________________________________________________________
 JO0660  GEOID HEIGHT    -        -22.167 (meters)                     GEOID18
 JO0660  DYNAMIC HEIGHT  -       1975.28  (meters)     6480.6   (feet) COMP
 JO0660  MODELED GRAVITY -    979,379.5   (mgal)                       NAVD 88
 JO0660
 JO0660  VERT ORDER      -  * POSTED, SEE BELOW
 JO0660
 JO0660.The horizontal coordinates were scaled from a map and have
 JO0660.an estimated accuracy of +/- 6 seconds.
 JO0660
 JO0660.The orthometric height was determined by differential leveling
 JO0660.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0660
 JO0660.* This is a POSTED BENCH MARK height.
 JO0660
 JO0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0660.GEOID18 height accuracy estimate available here.
 JO0660
 JO0660.Click photographs - Photos may exist for this station.
 JO0660
 JO0660.The dynamic height is computed by dividing the NAVD 88
 JO0660.geopotential number by the normal gravity value computed on the
 JO0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0660.degrees latitude (g = 980.6199 gals.).
 JO0660
 JO0660.The modeled gravity was interpolated from observed gravity values.
 JO0660
 JO0660;                    North         East    Units  Estimated Accuracy
 JO0660;SPC UT S     - 3,163,010.      283,730.      MT  (+/- 180 meters Scaled)
 JO0660
 JO0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH399221(NAD 83)
 JO0660
 JO0660                          SUPERSEDED SURVEY CONTROL
 JO0660
 JO0660.No superseded survey control is available for this station.
 JO0660
 JO0660_MARKER: DB = BENCH MARK DISK
 JO0660_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0660_STAMPING: 132 DOR 1971 6484
 JO0660_MARK LOGO: USGS
 JO0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0660
 JO0660  HISTORY     - Date     Condition        Report By
 JO0660  HISTORY     - 1971     MONUMENTED       USGS
 JO0660
 JO0660                          STATION DESCRIPTION
 JO0660
 JO0660'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0660'37.2 KM (23.10 MI) NORTH FROM MODENA.
 JO0660'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 JO0660'ROAD NORTH TO GARRISON, PROCEED 23.1 MILES NORTH ALONG GARRISON ROAD
 JO0660'TO THE TOP OF A RISE, 33 FEET EAST OF THE ROAD.  A COPPER-CLAD STEEL
 JO0660'ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JO0660'THE MARK IS 2 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0548 ***********************************************************************
 MS0548  DESIGNATION -  132 FMK
 MS0548  PID         -  MS0548
 MS0548  STATE/COUNTY-  UT/BOX ELDER
 MS0548  COUNTRY     -  US
 MS0548  USGS QUAD   -  DEARDENS KNOLL (2017)
 MS0548
 MS0548                         *CURRENT SURVEY CONTROL
 MS0548  ______________________________________________________________________
 MS0548* NAD 83(1986) POSITION- 41 03 18.     (N) 112 51 52.     (W)   SCALED
 MS0548* NAVD 88 ORTHO HEIGHT -  1318.750 (meters)     4326.60  (feet) ADJUSTED
 MS0548  ______________________________________________________________________
 MS0548  GEOID HEIGHT    -        -17.039 (meters)                     GEOID18
 MS0548  DYNAMIC HEIGHT  -       1317.818 (meters)     4323.54  (feet) COMP
 MS0548  MODELED GRAVITY -    979,871.2   (mgal)                       NAVD 88
 MS0548
 MS0548  VERT ORDER      -  SECOND    CLASS 0
 MS0548
 MS0548.The horizontal coordinates were scaled from a map and have
 MS0548.an estimated accuracy of +/- 6 seconds.
 MS0548
 MS0548.The orthometric height was determined by differential leveling and
 MS0548.adjusted by the NATIONAL GEODETIC SURVEY
 MS0548.in June 1991.
 MS0548
 MS0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0548.GEOID18 height accuracy estimate available here.
 MS0548
 MS0548.Click photographs - Photos may exist for this station.
 MS0548
 MS0548.The dynamic height is computed by dividing the NAVD 88
 MS0548.geopotential number by the normal gravity value computed on the
 MS0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0548.degrees latitude (g = 980.6199 gals.).
 MS0548
 MS0548.The modeled gravity was interpolated from observed gravity values.
 MS0548
 MS0548;                    North         East    Units  Estimated Accuracy
 MS0548;SPC UT N     - 1,081,040.      385,310.      MT  (+/- 180 meters Scaled)
 MS0548
 MS0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL433465(NAD 83)
 MS0548
 MS0548                          SUPERSEDED SURVEY CONTROL
 MS0548
 MS0548  NGVD 29 (??/??/92) 1317.79   (m)         4323.4    (f) COMPUTED    2 0
 MS0548
 MS0548.Superseded values are not recommended for survey control.
 MS0548
 MS0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0548.See file dsdata.pdf to determine how the superseded data were derived.
 MS0548
 MS0548_MARKER: DB = BENCH MARK DISK
 MS0548_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0548_STAMPING: 132 FMK 1966
 MS0548_MARK LOGO: USGS
 MS0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0548
 MS0548  HISTORY     - Date     Condition        Report By
 MS0548  HISTORY     - 1966     MONUMENTED       USGS
 MS0548
 MS0548                          STATION DESCRIPTION
 MS0548
 MS0548'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MS0548'22.5 KM (14.00 MI) SOUTH FROM LAKESIDE.
 MS0548'9.6 MILES NORTH OF GOVERNMENT WELL, ALONG EASTERNMOST ROAD, 45 FEET
 MS0548'WEST OF THE ROAD AND 10 FEET NORTH OF THE Y-ROAD SOUTHWEST, IN THE
 MS0548'BASE OF A ROCK OUTCROP.
 MS0548'THE MARK IS 3 FT  S FROM  A WITNESS POST
 MS0548'THE MARK IS 4 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0661 ***********************************************************************
 JO0661  DESIGNATION -  133 DOR
 JO0661  PID         -  JO0661
 JO0661  STATE/COUNTY-  UT/IRON
 JO0661  COUNTRY     -  US
 JO0661  USGS QUAD   -  ATCHISON CREEK (2017)
 JO0661
 JO0661                         *CURRENT SURVEY CONTROL
 JO0661  ______________________________________________________________________
 JO0661* NAD 83(1986) POSITION- 38 07 32.5    (N) 113 57 48.4    (W)   HD_HELD2
 JO0661* NAVD 88 ORTHO HEIGHT -  1937.644 (meters)     6357.09  (feet) POSTED
 JO0661  ______________________________________________________________________
 JO0661  GEOID HEIGHT    -        -22.122 (meters)                     GEOID18
 JO0661  DYNAMIC HEIGHT  -       1935.36  (meters)     6349.6   (feet) COMP
 JO0661  MODELED GRAVITY -    979,384.2   (mgal)                       NAVD 88
 JO0661
 JO0661  VERT ORDER      -  * POSTED, SEE BELOW
 JO0661
 JO0661.The horizontal coordinates were established by autonomous hand held GPS
 JO0661.observations and have an estimated accuracy of +/- 10 meters.
 JO0661
 JO0661.The orthometric height was determined by differential leveling
 JO0661.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0661
 JO0661.* This is a POSTED BENCH MARK height.
 JO0661
 JO0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0661.GEOID18 height accuracy estimate available here.
 JO0661
 JO0661.Click photographs - Photos may exist for this station.
 JO0661
 JO0661.The dynamic height is computed by dividing the NAVD 88
 JO0661.geopotential number by the normal gravity value computed on the
 JO0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0661.degrees latitude (g = 980.6199 gals.).
 JO0661
 JO0661.The modeled gravity was interpolated from observed gravity values.
 JO0661
 JO0661;                    North         East    Units  Estimated Accuracy
 JO0661;SPC UT S     - 3,164,775.      284,031.      MT  (+/- 10 meters HH2 GPS)
 JO0661
 JO0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH4023423910(NAD 83)
 JO0661
 JO0661                          SUPERSEDED SURVEY CONTROL
 JO0661
 JO0661.No superseded survey control is available for this station.
 JO0661
 JO0661_MARKER: DB = BENCH MARK DISK
 JO0661_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0661_STAMPING: 133 DOR 1971 6353
 JO0661_MARK LOGO: USGS
 JO0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0661
 JO0661  HISTORY     - Date     Condition        Report By
 JO0661  HISTORY     - 1971     MONUMENTED       USGS
 JO0661
 JO0661                          STATION DESCRIPTION
 JO0661
 JO0661'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0661'39.1 KM (24.30 MI) NORTH FROM MODENA.
 JO0661'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 JO0661'ROAD NORTH TO GARRISON, PROCEED 24.3 MILES NORTH ALONG GARRISON ROAD
 JO0661'TO A FENCE CORNER, 31 FEET EAST OF THE ROAD, 21 FEET SOUTH OF A FENCE
 JO0661'CORNER, 0.8 FEET WEST OF A FENCE.  A COPPER-CLAD STEEL ROD DRIVEN TO
 JO0661'AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JO0661'THE MARK IS 0.8 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0549 ***********************************************************************
 MS0549  DESIGNATION -  133 FMK
 MS0549  PID         -  MS0549
 MS0549  STATE/COUNTY-  UT/BOX ELDER
 MS0549  COUNTRY     -  US
 MS0549  USGS QUAD   -  DEARDENS KNOLL (2017)
 MS0549
 MS0549                         *CURRENT SURVEY CONTROL
 MS0549  ______________________________________________________________________
 MS0549* NAD 83(1986) POSITION- 41 02 27.     (N) 112 52 11.     (W)   SCALED
 MS0549* NAVD 88 ORTHO HEIGHT -  1300.991 (meters)     4268.33  (feet) ADJUSTED
 MS0549  ______________________________________________________________________
 MS0549  GEOID HEIGHT    -        -17.063 (meters)                     GEOID18
 MS0549  DYNAMIC HEIGHT  -       1300.069 (meters)     4265.31  (feet) COMP
 MS0549  MODELED GRAVITY -    979,869.7   (mgal)                       NAVD 88
 MS0549
 MS0549  VERT ORDER      -  SECOND    CLASS 0
 MS0549
 MS0549.The horizontal coordinates were scaled from a map and have
 MS0549.an estimated accuracy of +/- 6 seconds.
 MS0549
 MS0549.The orthometric height was determined by differential leveling and
 MS0549.adjusted by the NATIONAL GEODETIC SURVEY
 MS0549.in June 1991.
 MS0549
 MS0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0549.GEOID18 height accuracy estimate available here.
 MS0549
 MS0549.Click photographs - Photos may exist for this station.
 MS0549
 MS0549.The dynamic height is computed by dividing the NAVD 88
 MS0549.geopotential number by the normal gravity value computed on the
 MS0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0549.degrees latitude (g = 980.6199 gals.).
 MS0549
 MS0549.The modeled gravity was interpolated from observed gravity values.
 MS0549
 MS0549;                    North         East    Units  Estimated Accuracy
 MS0549;SPC UT N     - 1,079,480.      384,840.      MT  (+/- 180 meters Scaled)
 MS0549
 MS0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL428449(NAD 83)
 MS0549
 MS0549                          SUPERSEDED SURVEY CONTROL
 MS0549
 MS0549  NGVD 29 (??/??/92) 1300.02   (m)         4265.1    (f) COMPUTED    2 0
 MS0549
 MS0549.Superseded values are not recommended for survey control.
 MS0549
 MS0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0549.See file dsdata.pdf to determine how the superseded data were derived.
 MS0549
 MS0549_MARKER: DB = BENCH MARK DISK
 MS0549_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0549_STAMPING: 133 FMK 1966
 MS0549_MARK LOGO: USGS
 MS0549_PROJECTION: FLUSH
 MS0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0549_ROD/PIPE-DEPTH: 3.05 meters
 MS0549
 MS0549  HISTORY     - Date     Condition        Report By
 MS0549  HISTORY     - 1966     MONUMENTED       USGS
 MS0549
 MS0549                          STATION DESCRIPTION
 MS0549
 MS0549'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MS0549'24.1 KM (15.00 MI) SOUTH FROM LAKESIDE.
 MS0549'8.5 MILES NORTH OF GOVERNMENT WELL, ALONG EASTERNMOST ROAD, NEAR A
 MS0549'CROSSING OF THE ROAD AND A SMALL WASH, 33 FEET NORTH AND 39 FEET EAST
 MS0549'OF THE INTERSECTION OF THE ROAD AND WASH.
 MS0549'THE MARK IS 1 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0662 ***********************************************************************
 JO0662  DESIGNATION -  134 DOR
 JO0662  PID         -  JO0662
 JO0662  STATE/COUNTY-  UT/IRON
 JO0662  COUNTRY     -  US
 JO0662  USGS QUAD   -  ATCHISON CREEK (2017)
 JO0662
 JO0662                         *CURRENT SURVEY CONTROL
 JO0662  ______________________________________________________________________
 JO0662* NAD 83(1986) POSITION- 38 08 26.4    (N) 113 57 58.4    (W)   HD_HELD2
 JO0662* NAVD 88 ORTHO HEIGHT -  1930.828 (meters)     6334.72  (feet) POSTED
 JO0662  ______________________________________________________________________
 JO0662  GEOID HEIGHT    -        -22.086 (meters)                     GEOID18
 JO0662  DYNAMIC HEIGHT  -       1928.57  (meters)     6327.3   (feet) COMP
 JO0662  MODELED GRAVITY -    979,389.5   (mgal)                       NAVD 88
 JO0662
 JO0662  VERT ORDER      -  * POSTED, SEE BELOW
 JO0662
 JO0662.The horizontal coordinates were established by autonomous hand held GPS
 JO0662.observations and have an estimated accuracy of +/- 10 meters.
 JO0662
 JO0662.The orthometric height was determined by differential leveling
 JO0662.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0662
 JO0662.* This is a POSTED BENCH MARK height.
 JO0662
 JO0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0662.GEOID18 height accuracy estimate available here.
 JO0662
 JO0662.Click photographs - Photos may exist for this station.
 JO0662
 JO0662.The dynamic height is computed by dividing the NAVD 88
 JO0662.geopotential number by the normal gravity value computed on the
 JO0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0662.degrees latitude (g = 980.6199 gals.).
 JO0662
 JO0662.The modeled gravity was interpolated from observed gravity values.
 JO0662
 JO0662;                    North         East    Units  Estimated Accuracy
 JO0662;SPC UT S     - 3,166,443.      283,831.      MT  (+/- 10 meters HH2 GPS)
 JO0662
 JO0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH4004425580(NAD 83)
 JO0662
 JO0662                          SUPERSEDED SURVEY CONTROL
 JO0662
 JO0662.No superseded survey control is available for this station.
 JO0662
 JO0662_MARKER: DB = BENCH MARK DISK
 JO0662_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0662_STAMPING: 134 DOR 1971 6330
 JO0662_MARK LOGO: USGS
 JO0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0662
 JO0662  HISTORY     - Date     Condition        Report By
 JO0662  HISTORY     - 1971     MONUMENTED       USGS
 JO0662
 JO0662                          STATION DESCRIPTION
 JO0662
 JO0662'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0662'40.9 KM (25.40 MI) NORTH FROM MODENA.
 JO0662'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 JO0662'ROAD NORTH TO GARRISON, PROCEED 25.4 MILES NORTH ALONG GARRISON ROAD
 JO0662'TO A BARE AREA, 53 FEET WEST OF THE ROAD, 14 FEET EAST OF A BLADED
 JO0662'DRAIN.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN
 JO0662'A PIPE PROJECTING 3 INCHES.
 JO0662'THE MARK IS 2 FT  E FROM  A WITNESS POST
 JO0662'THE MARK IS 2 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0550 ***********************************************************************
 MS0550  DESIGNATION -  134 FMK
 MS0550  PID         -  MS0550
 MS0550  STATE/COUNTY-  UT/BOX ELDER
 MS0550  COUNTRY     -  US
 MS0550  USGS QUAD   -  DEARDENS KNOLL (2017)
 MS0550
 MS0550                         *CURRENT SURVEY CONTROL
 MS0550  ______________________________________________________________________
 MS0550* NAD 83(1986) POSITION- 41 01 30.     (N) 112 52 20.     (W)   SCALED
 MS0550* NAVD 88 ORTHO HEIGHT -  1298.372 (meters)     4259.74  (feet) ADJUSTED
 MS0550  ______________________________________________________________________
 MS0550  GEOID HEIGHT    -        -17.089 (meters)                     GEOID18
 MS0550  DYNAMIC HEIGHT  -       1297.449 (meters)     4256.71  (feet) COMP
 MS0550  MODELED GRAVITY -    979,867.8   (mgal)                       NAVD 88
 MS0550
 MS0550  VERT ORDER      -  SECOND    CLASS 0
 MS0550
 MS0550.The horizontal coordinates were scaled from a map and have
 MS0550.an estimated accuracy of +/- 6 seconds.
 MS0550
 MS0550.The orthometric height was determined by differential leveling and
 MS0550.adjusted by the NATIONAL GEODETIC SURVEY
 MS0550.in June 1991.
 MS0550
 MS0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0550.GEOID18 height accuracy estimate available here.
 MS0550
 MS0550.Click photographs - Photos may exist for this station.
 MS0550
 MS0550.The dynamic height is computed by dividing the NAVD 88
 MS0550.geopotential number by the normal gravity value computed on the
 MS0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0550.degrees latitude (g = 980.6199 gals.).
 MS0550
 MS0550.The modeled gravity was interpolated from observed gravity values.
 MS0550
 MS0550;                    North         East    Units  Estimated Accuracy
 MS0550;SPC UT N     - 1,077,720.      384,600.      MT  (+/- 180 meters Scaled)
 MS0550
 MS0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL425432(NAD 83)
 MS0550
 MS0550                          SUPERSEDED SURVEY CONTROL
 MS0550
 MS0550  NGVD 29 (??/??/92) 1297.40   (m)         4256.6    (f) COMPUTED    2 0
 MS0550
 MS0550.Superseded values are not recommended for survey control.
 MS0550
 MS0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0550.See file dsdata.pdf to determine how the superseded data were derived.
 MS0550
 MS0550_MARKER: DB = BENCH MARK DISK
 MS0550_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0550+WITH SETTING: INFORMATION.
 MS0550_STAMPING: 134 FMK 1966
 MS0550_MARK LOGO: USGS
 MS0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0550
 MS0550  HISTORY     - Date     Condition        Report By
 MS0550  HISTORY     - 1966     MONUMENTED       USGS
 MS0550
 MS0550                          STATION DESCRIPTION
 MS0550
 MS0550'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0550'25.9 KM (16.10 MI) SOUTH FROM LAKESIDE.
 MS0550'7.5 MILES NORTH OF GOVERNMENT WELL, NEAR THR INTERSECTION OF THE
 MS0550'NORTH-SOUTH ROAD AND A Y-ROAD SOTHWEST TO WRATHALL PASS, IN THE BASE
 MS0550'OF A ROCK OUTCROP, 140 FEET NORTH OF THE INTERSECTION AND 61 FEET
 MS0550'WEST.
 MS0550'THE MARK IS 3 FT  W FROM  A WITNESS POST
 MS0550'THE MARK IS 6 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1057 ***********************************************************************
 LO1057  DESIGNATION -  13449=GILBERT
 LO1057  PID         -  LO1057
 LO1057  STATE/COUNTY-  UT/SUMMIT
 LO1057  COUNTRY     -  US
 LO1057  USGS QUAD   -  KINGS PEAK (2017)
 LO1057
 LO1057                         *CURRENT SURVEY CONTROL
 LO1057  ______________________________________________________________________
 LO1057* NAD 83(1994) POSITION- 40 49 24.49754(N) 110 20 24.72353(W)   ADJUSTED
 LO1057* NAVD 88 ORTHO HEIGHT -  4100.0   (meters)    13451.    (feet) VERTCON3
 LO1057  ______________________________________________________________________
 LO1057  GEOID HEIGHT    -        -11.501 (meters)                     GEOID18
 LO1057  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 LO1057  HORZ ORDER      -  FIRST
 LO1057
 LO1057.The horizontal coordinates were established by classical geodetic methods
 LO1057.and adjusted by the National Geodetic Survey in November 1997.
 LO1057
 LO1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1057
 LO1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1057.GEOID18 height accuracy estimate available here.
 LO1057
 LO1057.Click photographs - Photos may exist for this station.
 LO1057
 LO1057.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1057
 LO1057. The following values were computed from the NAD 83(1994) position.
 LO1057
 LO1057;                    North         East     Units Scale Factor Converg.
 LO1057;SPC UT N     - 1,055,082.217   597,835.362   MT  0.99998448   +0 45 53.0
 LO1057;SPC UT N     - 3,461,548.91  1,961,398.18   sFT  0.99998448   +0 45 53.0
 LO1057;SPC UT C     - 2,277,102.251   597,841.720   MT  1.00004779   +0 44 34.6
 LO1057;SPC UT C     - 7,470,792.97  1,961,419.04   sFT  1.00004779   +0 44 34.6
 LO1057;UTM  12      - 4,519,370.460   555,638.074   MT  0.99963810   +0 25 52.8
 LO1057
 LO1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1057!SPC UT N     -   0.99935907  x   0.99998448  =   0.99934356
 LO1057!SPC UT C     -   0.99935907  x   1.00004779  =   0.99940683
 LO1057!UTM  12      -   0.99935907  x   0.99963810  =   0.99899740
 LO1057
 LO1057:                Primary Azimuth Mark                     Grid Az
 LO1057:SPC UT N     -  KINGS PEAK TARGET                        205 40 54.8
 LO1057:SPC UT C     -  KINGS PEAK TARGET                        205 42 13.2
 LO1057:UTM  12      -  KINGS PEAK TARGET                        206 00 55.0
 LO1057
 LO1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL5563819370(NAD 83)
 LO1057
 LO1057|---------------------------------------------------------------------|
 LO1057| PID    Reference Object                     Distance      Geod. Az  |
 LO1057|                                                           dddmmss.s |
 LO1057| CP5396 GILBERT RM 2                         14.103 METERS 08028     |
 LO1057| LO1058 KINGS PEAK TARGET                   APPROX. 7.1 KM 2062647.8 |
 LO1057| CP5395 GILBERT RM 1                          7.535 METERS 34836     |
 LO1057|---------------------------------------------------------------------|
 LO1057
 LO1057                          SUPERSEDED SURVEY CONTROL
 LO1057
 LO1057  NAD 83(1993)-  40 49 24.49722(N)    110 20 24.72343(W) AD(       ) 1
 LO1057  NAD 83(1986)-  40 49 24.48145(N)    110 20 24.71101(W) AD(       ) 1
 LO1057  NAD 27      -  40 49 24.68830(N)    110 20 22.14610(W) AD(       ) 1
 LO1057  NGVD 29 (07/19/86) 4098.2    (m)        13446.     (f) VERT ANG       
 LO1057
 LO1057.Superseded values are not recommended for survey control.
 LO1057
 LO1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1057.See file dsdata.pdf to determine how the superseded data were derived.
 LO1057
 LO1057_MARKER: DB = BENCH MARK DISK
 LO1057_SETTING: 80 = SET IN A BOULDER
 LO1057_STAMPING: VA 13449
 LO1057_MARK LOGO: USGS
 LO1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1057+STABILITY: SURFACE MOTION
 LO1057
 LO1057  HISTORY     - Date     Condition        Report By
 LO1057  HISTORY     - UNK      MONUMENTED       USGS
 LO1057  HISTORY     - 1962     GOOD             CGS
 LO1057  HISTORY     - 1963     GOOD             CGS
 LO1057  HISTORY     - 1965     GOOD             USGS
 LO1057
 LO1057                          STATION DESCRIPTION
 LO1057
 LO1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO1057'STATION IS ON GILBERT PEAK, ON THE HIGHEST PART OF THE NEARLY
 LO1057'FLAT TOPPED MOUNTAIN THAT SLOPES SLIGHTLY TO THE WEST AND IS
 LO1057'THE HIGHEST PEAK IN THE VICINITY.  IT IS ABOUT 12 MILES SOUTH
 LO1057'OF THE UTAH - WYOMING STATE LINE, 20 MILES NORTHEAST OF MOON
 LO1057'LAKE, 46 MILES NORTH OF DUCHESNE AND IN THE ASHLEY NATIONAL
 LO1057'FOREST.
 LO1057'
 LO1057'THE STATION WAS REACHED FROM MOON LAKE BY HELICOPTER BY FLYING
 LO1057'ON A TRUE COURSE OF 27 DEGREES FOR ABOUT 20 MILES.
 LO1057'
 LO1057'STATION MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK, STAMPED
 LO1057'VA 13449, CEMENTED IN A DRILL HOLE IN A 4 FOOT BY 4 FOOT
 LO1057'BOULDER PROJECTING ABOUT 1 FOOT.  IT IS 13 FEET NORTH OF A
 LO1057'ROCK WINDBREAK.
 LO1057'
 LO1057'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GILBERT USGS NO
 LO1057'1 1962, CEMENTED IN A DRILL HOLE IN A 2 FOOT BY 2 FOOT BOULDER
 LO1057'THAT PROJECTS ABOUT 8 INCHES.  IT IS 38 FEET NORTH OF THE
 LO1057'WINDBREAK AND ABOUT THE SAME ELEVATION AS THE STATION.
 LO1057'
 LO1057'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GILBERT USGS NO
 LO1057'2 1962, CEMENTED IN A DRILL HOLE IN A 2 FOOT BY 4 FOOT BOULDER
 LO1057'THAT PROJECTS ABOUT 1 FOOT.  IT IS 50 FEET EAST OF THE WINDBREAK
 LO1057'AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 LO1057
 LO1057                          STATION RECOVERY (1963)
 LO1057
 LO1057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLG)
 LO1057'STATION AND MARKS WERE FOUND AS DESCRIBED IN GOOD CONDITION.
 LO1057
 LO1057                          STATION RECOVERY (1965)
 LO1057
 LO1057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LO1057'RECOVERED.
 LO1057'
 LO1057'STATION MARK--AN ALUMINUM TABLET, CEMENTED IN A LARGE ROCK, AND
 LO1057'STAMPED ---VA 13449---.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0663 ***********************************************************************
 JO0663  DESIGNATION -  135 DOR
 JO0663  PID         -  JO0663
 JO0663  STATE/COUNTY-  UT/BEAVER
 JO0663  COUNTRY     -  US
 JO0663  USGS QUAD   -  ATCHISON CREEK (2017)
 JO0663
 JO0663                         *CURRENT SURVEY CONTROL
 JO0663  ______________________________________________________________________
 JO0663* NAD 83(1986) POSITION- 38 09 02.     (N) 113 57 56.     (W)   SCALED
 JO0663* NAVD 88 ORTHO HEIGHT -  1929.852 (meters)     6331.52  (feet) POSTED
 JO0663  ______________________________________________________________________
 JO0663  GEOID HEIGHT    -        -22.055 (meters)                     GEOID18
 JO0663  DYNAMIC HEIGHT  -       1927.60  (meters)     6324.1   (feet) COMP
 JO0663  MODELED GRAVITY -    979,391.6   (mgal)                       NAVD 88
 JO0663
 JO0663  VERT ORDER      -  * POSTED, SEE BELOW
 JO0663
 JO0663.The horizontal coordinates were scaled from a map and have
 JO0663.an estimated accuracy of +/- 6 seconds.
 JO0663
 JO0663.The orthometric height was determined by differential leveling
 JO0663.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0663
 JO0663.* This is a POSTED BENCH MARK height.
 JO0663
 JO0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0663.GEOID18 height accuracy estimate available here.
 JO0663
 JO0663.Click photographs - Photos may exist for this station.
 JO0663
 JO0663.The dynamic height is computed by dividing the NAVD 88
 JO0663.geopotential number by the normal gravity value computed on the
 JO0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0663.degrees latitude (g = 980.6199 gals.).
 JO0663
 JO0663.The modeled gravity was interpolated from observed gravity values.
 JO0663
 JO0663;                    North         East    Units  Estimated Accuracy
 JO0663;SPC UT S     - 3,167,540.      283,920.      MT  (+/- 180 meters Scaled)
 JO0663
 JO0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH401266(NAD 83)
 JO0663
 JO0663                          SUPERSEDED SURVEY CONTROL
 JO0663
 JO0663.No superseded survey control is available for this station.
 JO0663
 JO0663_MARKER: DB = BENCH MARK DISK
 JO0663_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0663_STAMPING: 135 DOR 1971 6327
 JO0663_MARK LOGO: USGS
 JO0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0663
 JO0663  HISTORY     - Date     Condition        Report By
 JO0663  HISTORY     - 1971     MONUMENTED       USGS
 JO0663
 JO0663                          STATION DESCRIPTION
 JO0663
 JO0663'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0663'42.0 KM (26.10 MI) NORTH FROM MODENA.
 JO0663'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 JO0663'ROAD NORTH TO GARRISON, PROCEED 26.1 MILES NORTH ALONG GARRISON ROAD
 JO0663'TO A T-ROAD EAST, 200 FEET NORTH-NORTHWEST OF THE PINE VALLEY ROAD
 JO0663'JUNCTION, 53 FEET NORTHEAST OF THE ROAD, 42 FEET NORTH OF A FENCE
 JO0663'CORNER, 0.5 FEET WEST OF A FENCE.  A COPPER-CLAD STEEL ROD DRIVEN TO
 JO0663'AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JO0663'THE MARK IS 0.5 FT  W FROM  A WITNESS POST
 JO0663'THE MARK IS 2 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0551 ***********************************************************************
 MS0551  DESIGNATION -  135 FMK
 MS0551  PID         -  MS0551
 MS0551  STATE/COUNTY-  UT/BOX ELDER
 MS0551  COUNTRY     -  US
 MS0551  USGS QUAD   -  DEARDENS KNOLL (2017)
 MS0551
 MS0551                         *CURRENT SURVEY CONTROL
 MS0551  ______________________________________________________________________
 MS0551* NAD 83(1986) POSITION- 41 00 31.9    (N) 112 52 27.6    (W)   HD_HELD2
 MS0551* NAVD 88 ORTHO HEIGHT -  1317.649 (meters)     4322.99  (feet) ADJUSTED
 MS0551  ______________________________________________________________________
 MS0551  GEOID HEIGHT    -        -17.110 (meters)                     GEOID18
 MS0551  DYNAMIC HEIGHT  -       1316.711 (meters)     4319.91  (feet) COMP
 MS0551  MODELED GRAVITY -    979,865.6   (mgal)                       NAVD 88
 MS0551
 MS0551  VERT ORDER      -  SECOND    CLASS 0
 MS0551
 MS0551.The horizontal coordinates were established by autonomous hand held GPS
 MS0551.observations and have an estimated accuracy of +/- 10 meters.
 MS0551
 MS0551.The orthometric height was determined by differential leveling and
 MS0551.adjusted by the NATIONAL GEODETIC SURVEY
 MS0551.in June 1991.
 MS0551
 MS0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0551.GEOID18 height accuracy estimate available here.
 MS0551
 MS0551.Click photographs - Photos may exist for this station.
 MS0551
 MS0551.The dynamic height is computed by dividing the NAVD 88
 MS0551.geopotential number by the normal gravity value computed on the
 MS0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0551.degrees latitude (g = 980.6199 gals.).
 MS0551
 MS0551.The modeled gravity was interpolated from observed gravity values.
 MS0551
 MS0551;                    North         East    Units  Estimated Accuracy
 MS0551;SPC UT N     - 1,075,931.      384,394.      MT  (+/- 10 meters HH2 GPS)
 MS0551
 MS0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL4238241432(NAD 83)
 MS0551
 MS0551                          SUPERSEDED SURVEY CONTROL
 MS0551
 MS0551  NGVD 29 (??/??/92) 1316.68   (m)         4319.8    (f) COMPUTED    2 0
 MS0551
 MS0551.Superseded values are not recommended for survey control.
 MS0551
 MS0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0551.See file dsdata.pdf to determine how the superseded data were derived.
 MS0551
 MS0551_MARKER: DB = BENCH MARK DISK
 MS0551_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0551_STAMPING: 135 FMK 1966
 MS0551_MARK LOGO: USGS
 MS0551_PROJECTION: FLUSH
 MS0551_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0551_ROD/PIPE-DEPTH: 12.8 meters
 MS0551
 MS0551  HISTORY     - Date     Condition        Report By
 MS0551  HISTORY     - 1966     MONUMENTED       USGS
 MS0551
 MS0551                          STATION DESCRIPTION
 MS0551
 MS0551'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0551'27.7 KM (17.20 MI) SOUTH FROM LAKESIDE.
 MS0551'6.3 MILES NORTH OF GOVERNMENT WELL, NEAR THE INTERSECTION OF THE
 MS0551'NORTH-SOUTH ROAD AND A Y-ROAD TO WRATHALL PASS, 120 FEET NORTHWEST
 MS0551'ALONG ROAD TO WRATHALL, THENCE 40 FEET NORTH OF THE ROAD.
 MS0551'THE MARK IS 1 FT  E FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0664 ***********************************************************************
 JO0664  DESIGNATION -  136 DOR
 JO0664  PID         -  JO0664
 JO0664  STATE/COUNTY-  UT/BEAVER
 JO0664  COUNTRY     -  US
 JO0664  USGS QUAD   -  ATCHISON CREEK (2017)
 JO0664
 JO0664                         *CURRENT SURVEY CONTROL
 JO0664  ______________________________________________________________________
 JO0664* NAD 83(1986) POSITION- 38 09 43.     (N) 113 58 32.     (W)   SCALED
 JO0664* NAVD 88 ORTHO HEIGHT -  1930.050 (meters)     6332.17  (feet) POSTED
 JO0664  ______________________________________________________________________
 JO0664  GEOID HEIGHT    -        -22.037 (meters)                     GEOID18
 JO0664  DYNAMIC HEIGHT  -       1927.79  (meters)     6324.8   (feet) COMP
 JO0664  MODELED GRAVITY -    979,391.1   (mgal)                       NAVD 88
 JO0664
 JO0664  VERT ORDER      -  * POSTED, SEE BELOW
 JO0664
 JO0664.The horizontal coordinates were scaled from a map and have
 JO0664.an estimated accuracy of +/- 6 seconds.
 JO0664
 JO0664.The orthometric height was determined by differential leveling
 JO0664.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0664
 JO0664.* This is a POSTED BENCH MARK height.
 JO0664
 JO0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0664.GEOID18 height accuracy estimate available here.
 JO0664
 JO0664.Click photographs - Photos may exist for this station.
 JO0664
 JO0664.The dynamic height is computed by dividing the NAVD 88
 JO0664.geopotential number by the normal gravity value computed on the
 JO0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0664.degrees latitude (g = 980.6199 gals.).
 JO0664
 JO0664.The modeled gravity was interpolated from observed gravity values.
 JO0664
 JO0664;                    North         East    Units  Estimated Accuracy
 JO0664;SPC UT S     - 3,168,830.      283,080.      MT  (+/- 180 meters Scaled)
 JO0664
 JO0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH393279(NAD 83)
 JO0664
 JO0664                          SUPERSEDED SURVEY CONTROL
 JO0664
 JO0664.No superseded survey control is available for this station.
 JO0664
 JO0664_MARKER: DB = BENCH MARK DISK
 JO0664_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0664_STAMPING: 136 DOR 1971 6313
 JO0664_MARK LOGO: USGS
 JO0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0664
 JO0664  HISTORY     - Date     Condition        Report By
 JO0664  HISTORY     - 1971     MONUMENTED       USGS
 JO0664
 JO0664                          STATION DESCRIPTION
 JO0664
 JO0664'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0664'43.6 KM (27.10 MI) NORTH FROM MODENA.
 JO0664'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 JO0664'ROAD NORTH TO GARRISON, PROCEED 27.1 MILES NORTH ALONG GARRISON ROAD
 JO0664'TO A PROMINENT KNOLL, 52 FEET WEST OF THE ROAD.  A COPPER-CLAD STEEL
 JO0664'ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JO0664'THE MARK IS 2 FT  E FROM  A WITNESS POST
 JO0664'THE MARK IS 6 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0311 ***********************************************************************
 LP0311  DESIGNATION -  136 FMK
 LP0311  PID         -  LP0311
 LP0311  STATE/COUNTY-  UT/TOOELE
 LP0311  COUNTRY     -  US
 LP0311  USGS QUAD   -  CRANER PEAK (2017)
 LP0311
 LP0311                         *CURRENT SURVEY CONTROL
 LP0311  ______________________________________________________________________
 LP0311* NAD 83(1986) POSITION- 40 59 41.8    (N) 112 51 07.9    (W)   HD_HELD2
 LP0311* NAVD 88 ORTHO HEIGHT -  1296.380 (meters)     4253.21  (feet) ADJUSTED
 LP0311  ______________________________________________________________________
 LP0311  GEOID HEIGHT    -        -17.142 (meters)                     GEOID18
 LP0311  DYNAMIC HEIGHT  -       1295.453 (meters)     4250.17  (feet) COMP
 LP0311  MODELED GRAVITY -    979,864.1   (mgal)                       NAVD 88
 LP0311
 LP0311  VERT ORDER      -  SECOND    CLASS 0
 LP0311
 LP0311.The horizontal coordinates were established by autonomous hand held GPS
 LP0311.observations and have an estimated accuracy of +/- 10 meters.
 LP0311
 LP0311.The orthometric height was determined by differential leveling and
 LP0311.adjusted by the NATIONAL GEODETIC SURVEY
 LP0311.in June 1991.
 LP0311
 LP0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0311.GEOID18 height accuracy estimate available here.
 LP0311
 LP0311.Click photographs - Photos may exist for this station.
 LP0311
 LP0311.The dynamic height is computed by dividing the NAVD 88
 LP0311.geopotential number by the normal gravity value computed on the
 LP0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0311.degrees latitude (g = 980.6199 gals.).
 LP0311
 LP0311.The modeled gravity was interpolated from observed gravity values.
 LP0311
 LP0311;                    North         East    Units  Estimated Accuracy
 LP0311;SPC UT C     - 2,296,372.      386,217.      MT  (+/- 10 meters HH2 GPS)
 LP0311
 LP0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL4421139847(NAD 83)
 LP0311
 LP0311                          SUPERSEDED SURVEY CONTROL
 LP0311
 LP0311  NGVD 29 (??/??/92) 1295.401  (m)         4249.99   (f) ADJ UNCH    2 0
 LP0311
 LP0311.Superseded values are not recommended for survey control.
 LP0311
 LP0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0311.See file dsdata.pdf to determine how the superseded data were derived.
 LP0311
 LP0311_MARKER: DB = BENCH MARK DISK
 LP0311_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LP0311_STAMPING: 136 FMK 1966
 LP0311_MARK LOGO: USGS
 LP0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0311
 LP0311  HISTORY     - Date     Condition        Report By
 LP0311  HISTORY     - 1966     MONUMENTED       USGS
 LP0311
 LP0311                          STATION DESCRIPTION
 LP0311
 LP0311'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LP0311'30.1 KM (18.70 MI) SOUTH FROM LAKESIDE.
 LP0311'4.8 MILES NORTH OF GOVERNMENT WELL, NEAR INTERSECTION OF THE ROAD AND
 LP0311'A FENCE, 73 FEET WEST OF THE CENTER OF A CATTLEGUARD, 1.5 FEET EAST
 LP0311'OF THE FIRST METAL FENCE POST, 1 FOOT NORTH OF THE FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0665 ***********************************************************************
 JO0665  DESIGNATION -  137 DOR
 JO0665  PID         -  JO0665
 JO0665  STATE/COUNTY-  UT/BEAVER
 JO0665  COUNTRY     -  US
 JO0665  USGS QUAD   -  ATCHISON CREEK (2017)
 JO0665
 JO0665                         *CURRENT SURVEY CONTROL
 JO0665  ______________________________________________________________________
 JO0665* NAD 83(1986) POSITION- 38 10 27.     (N) 113 58 53.     (W)   SCALED
 JO0665* NAVD 88 ORTHO HEIGHT -  1925.395 (meters)     6316.90  (feet) POSTED
 JO0665  ______________________________________________________________________
 JO0665  GEOID HEIGHT    -        -22.007 (meters)                     GEOID18
 JO0665  DYNAMIC HEIGHT  -       1923.14  (meters)     6309.5   (feet) COMP
 JO0665  MODELED GRAVITY -    979,392.0   (mgal)                       NAVD 88
 JO0665
 JO0665  VERT ORDER      -  * POSTED, SEE BELOW
 JO0665
 JO0665.The horizontal coordinates were scaled from a map and have
 JO0665.an estimated accuracy of +/- 6 seconds.
 JO0665
 JO0665.The orthometric height was determined by differential leveling
 JO0665.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0665
 JO0665.* This is a POSTED BENCH MARK height.
 JO0665
 JO0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0665.GEOID18 height accuracy estimate available here.
 JO0665
 JO0665.Click photographs - Photos may exist for this station.
 JO0665
 JO0665.The dynamic height is computed by dividing the NAVD 88
 JO0665.geopotential number by the normal gravity value computed on the
 JO0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0665.degrees latitude (g = 980.6199 gals.).
 JO0665
 JO0665.The modeled gravity was interpolated from observed gravity values.
 JO0665
 JO0665;                    North         East    Units  Estimated Accuracy
 JO0665;SPC UT S     - 3,170,200.      282,600.      MT  (+/- 180 meters Scaled)
 JO0665
 JO0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH388293(NAD 83)
 JO0665
 JO0665                          SUPERSEDED SURVEY CONTROL
 JO0665
 JO0665.No superseded survey control is available for this station.
 JO0665
 JO0665_MARKER: DB = BENCH MARK DISK
 JO0665_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0665_STAMPING: 137 DOR 1971 6313
 JO0665_MARK LOGO: USGS
 JO0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0665
 JO0665  HISTORY     - Date     Condition        Report By
 JO0665  HISTORY     - 1971     MONUMENTED       USGS
 JO0665
 JO0665                          STATION DESCRIPTION
 JO0665
 JO0665'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0665'45.2 KM (28.10 MI) NORTH FROM MODENA.
 JO0665'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 JO0665'ROAD NORTH TO GARRISON, PROCEED 28.1 MILES NORTH ALONG GARRISON ROAD
 JO0665'TO A CATTLEGUARD, 38 FEET WEST OF THE ROAD, 0.5 FEET NORTH OF A
 JO0665'FENCE.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN
 JO0665'A PIPE PROJECTING 3 INCHES.
 JO0665'THE MARK IS 0.5 FT  N FROM  A WITNESS POST
 JO0665'THE MARK IS 1 FT BELOW ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0312 ***********************************************************************
 LP0312  DESIGNATION -  137 FMK
 LP0312  PID         -  LP0312
 LP0312  STATE/COUNTY-  UT/TOOELE
 LP0312  COUNTRY     -  US
 LP0312  USGS QUAD   -  CRANER PEAK (2017)
 LP0312
 LP0312                         *CURRENT SURVEY CONTROL
 LP0312  ______________________________________________________________________
 LP0312* NAD 83(1986) POSITION- 40 58 52.0    (N) 112 50 10.3    (W)   HD_HELD2
 LP0312* NAVD 88 ORTHO HEIGHT -  1292.107 (meters)     4239.19  (feet) ADJUSTED
 LP0312  ______________________________________________________________________
 LP0312  GEOID HEIGHT    -        -17.171 (meters)                     GEOID18
 LP0312  DYNAMIC HEIGHT  -       1291.178 (meters)     4236.14  (feet) COMP
 LP0312  MODELED GRAVITY -    979,860.5   (mgal)                       NAVD 88
 LP0312
 LP0312  VERT ORDER      -  SECOND    CLASS 0
 LP0312
 LP0312.The horizontal coordinates were established by autonomous hand held GPS
 LP0312.observations and have an estimated accuracy of +/- 10 meters.
 LP0312
 LP0312.The orthometric height was determined by differential leveling and
 LP0312.adjusted by the NATIONAL GEODETIC SURVEY
 LP0312.in June 1991.
 LP0312
 LP0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0312.GEOID18 height accuracy estimate available here.
 LP0312
 LP0312.Click photographs - Photos may exist for this station.
 LP0312
 LP0312.The dynamic height is computed by dividing the NAVD 88
 LP0312.geopotential number by the normal gravity value computed on the
 LP0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0312.degrees latitude (g = 980.6199 gals.).
 LP0312
 LP0312.The modeled gravity was interpolated from observed gravity values.
 LP0312
 LP0312;                    North         East    Units  Estimated Accuracy
 LP0312;SPC UT C     - 2,294,815.      387,540.      MT  (+/- 10 meters HH2 GPS)
 LP0312
 LP0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL4552538283(NAD 83)
 LP0312
 LP0312                          SUPERSEDED SURVEY CONTROL
 LP0312
 LP0312  NGVD 29 (??/??/92) 1291.125  (m)         4235.97   (f) ADJ UNCH    2 0
 LP0312
 LP0312.Superseded values are not recommended for survey control.
 LP0312
 LP0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0312.See file dsdata.pdf to determine how the superseded data were derived.
 LP0312
 LP0312_MARKER: DB = BENCH MARK DISK
 LP0312_SETTING: 66 = SET IN ROCK OUTCROP
 LP0312_STAMPING: 137 FMK 1966
 LP0312_MARK LOGO: USGS
 LP0312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0312+STABILITY: POSITION/ELEVATION WELL
 LP0312
 LP0312  HISTORY     - Date     Condition        Report By
 LP0312  HISTORY     - 1966     MONUMENTED       USGS
 LP0312
 LP0312                          STATION DESCRIPTION
 LP0312
 LP0312'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LP0312'32.2 KM (20.00 MI) SOUTH FROM LAKESIDE.
 LP0312'3.5 MILES NORTH OF GOVERNMENT WELL, 0.1 MILE NORTH OF Y-FORK IN THE
 LP0312'ROAD,24 FEET WEST OF THE ROAD.
 LP0312'THE MARK IS 4.5 FT  W FROM  A WITNESS POST
 LP0312'THE MARK IS 3 FT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0666 ***********************************************************************
 JO0666  DESIGNATION -  138 DOR
 JO0666  PID         -  JO0666
 JO0666  STATE/COUNTY-  UT/BEAVER
 JO0666  COUNTRY     -  US
 JO0666  USGS QUAD   -  ATCHISON CREEK (2017)
 JO0666
 JO0666                         *CURRENT SURVEY CONTROL
 JO0666  ______________________________________________________________________
 JO0666* NAD 83(1986) POSITION- 38 10 55.     (N) 113 58 35.     (W)   SCALED
 JO0666* NAVD 88 ORTHO HEIGHT -  1940.987 (meters)     6368.05  (feet) POSTED
 JO0666  ______________________________________________________________________
 JO0666  GEOID HEIGHT    -        -21.969 (meters)                     GEOID18
 JO0666  DYNAMIC HEIGHT  -       1938.72  (meters)     6360.6   (feet) COMP
 JO0666  MODELED GRAVITY -    979,394.2   (mgal)                       NAVD 88
 JO0666
 JO0666  VERT ORDER      -  * POSTED, SEE BELOW
 JO0666
 JO0666.The horizontal coordinates were scaled from a map and have
 JO0666.an estimated accuracy of +/- 6 seconds.
 JO0666
 JO0666.The orthometric height was determined by differential leveling
 JO0666.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0666
 JO0666.* This is a POSTED BENCH MARK height.
 JO0666
 JO0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0666.GEOID18 height accuracy estimate available here.
 JO0666
 JO0666.Click photographs - Photos may exist for this station.
 JO0666
 JO0666.The dynamic height is computed by dividing the NAVD 88
 JO0666.geopotential number by the normal gravity value computed on the
 JO0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0666.degrees latitude (g = 980.6199 gals.).
 JO0666
 JO0666.The modeled gravity was interpolated from observed gravity values.
 JO0666
 JO0666;                    North         East    Units  Estimated Accuracy
 JO0666;SPC UT S     - 3,171,050.      283,060.      MT  (+/- 180 meters Scaled)
 JO0666
 JO0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH393301(NAD 83)
 JO0666
 JO0666                          SUPERSEDED SURVEY CONTROL
 JO0666
 JO0666.No superseded survey control is available for this station.
 JO0666
 JO0666_MARKER: DB = BENCH MARK DISK
 JO0666_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0666_STAMPING: 138 DOR 1971 6363
 JO0666_MARK LOGO: USGS
 JO0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0666
 JO0666  HISTORY     - Date     Condition        Report By
 JO0666  HISTORY     - 1971     MONUMENTED       USGS
 JO0666
 JO0666                          STATION DESCRIPTION
 JO0666
 JO0666'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0666'46.2 KM (28.70 MI) NORTH FROM MODENA.
 JO0666'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 JO0666'ROAD NORTH TO GARRISON, PROCEED 28.7 MILES NORTH ALONG GARRISON ROAD
 JO0666'TO THE JUNCTION OF A ROAD GOING SOUTHEAST TO OGRAIN RANCH, 25 FEET
 JO0666'NORTH OF THE ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN
 JO0666'DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JO0666'THE MARK IS 2 FT  S FROM  A WITNESS POST
 JO0666'THE MARK IS 3 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0313 ***********************************************************************
 LP0313  DESIGNATION -  138 FMK
 LP0313  PID         -  LP0313
 LP0313  STATE/COUNTY-  UT/TOOELE
 LP0313  COUNTRY     -  US
 LP0313  USGS QUAD   -  CRANER PEAK (2017)
 LP0313
 LP0313                         *CURRENT SURVEY CONTROL
 LP0313  ______________________________________________________________________
 LP0313* NAD 83(1986) POSITION- 40 58 07.02   (N) 112 49 30.27   (W)   HD_HELD1
 LP0313* NAVD 88 ORTHO HEIGHT -  1298.717 (meters)     4260.87  (feet) ADJUSTED
 LP0313  ______________________________________________________________________
 LP0313  GEOID HEIGHT    -        -17.192 (meters)                     GEOID18
 LP0313  DYNAMIC HEIGHT  -       1297.780 (meters)     4257.80  (feet) COMP
 LP0313  MODELED GRAVITY -    979,857.5   (mgal)                       NAVD 88
 LP0313
 LP0313  VERT ORDER      -  SECOND    CLASS 0
 LP0313
 LP0313.The horizontal coordinates were determined by differentially corrected
 LP0313.hand held GPS observations or other comparable positioning techniques
 LP0313.and have an estimated accuracy of +/- 3 meters.
 LP0313
 LP0313.The orthometric height was determined by differential leveling and
 LP0313.adjusted by the NATIONAL GEODETIC SURVEY
 LP0313.in June 1991.
 LP0313
 LP0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0313.GEOID18 height accuracy estimate available here.
 LP0313
 LP0313.Click photographs - Photos may exist for this station.
 LP0313
 LP0313.The dynamic height is computed by dividing the NAVD 88
 LP0313.geopotential number by the normal gravity value computed on the
 LP0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0313.degrees latitude (g = 980.6199 gals.).
 LP0313
 LP0313.The modeled gravity was interpolated from observed gravity values.
 LP0313
 LP0313;                    North         East    Units  Estimated Accuracy
 LP0313;SPC UT C     - 2,293,413.9     388,455.2     MT  (+/- 3 meters HH1 GPS) 
 LP0313
 LP0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL4643136877(NAD 83)
 LP0313
 LP0313                          SUPERSEDED SURVEY CONTROL
 LP0313
 LP0313  NGVD 29 (??/??/92) 1297.733  (m)         4257.65   (f) ADJ UNCH    2 0
 LP0313
 LP0313.Superseded values are not recommended for survey control.
 LP0313
 LP0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0313.See file dsdata.pdf to determine how the superseded data were derived.
 LP0313
 LP0313_MARKER: DB = BENCH MARK DISK
 LP0313_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LP0313_STAMPING: 138 FMK 1966
 LP0313_MARK LOGO: USGS
 LP0313_PROJECTION: FLUSH
 LP0313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0313_ROD/PIPE-DEPTH: 7.01 meters
 LP0313
 LP0313  HISTORY     - Date     Condition        Report By
 LP0313  HISTORY     - 1966     MONUMENTED       USGS
 LP0313
 LP0313                          STATION DESCRIPTION
 LP0313
 LP0313'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LP0313'33.8 KM (21.00 MI) SOUTH FROM LAKESIDE.
 LP0313'2.5 MILES NORTH OF GOVERNMENT WELL, IN A SMALL AREA CLEAR OF BRUSH,
 LP0313'43 FEET WEST OF THE ROAD.
 LP0313'THE MARK IS 1 FT  E FROM  A WITNESS POST
 LP0313'THE MARK IS 4 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0667 ***********************************************************************
 JO0667  DESIGNATION -  139 DOR
 JO0667  PID         -  JO0667
 JO0667  STATE/COUNTY-  UT/BEAVER
 JO0667  COUNTRY     -  US
 JO0667  USGS QUAD   -  ATCHISON CREEK (2017)
 JO0667
 JO0667                         *CURRENT SURVEY CONTROL
 JO0667  ______________________________________________________________________
 JO0667* NAD 83(1986) POSITION- 38 11 32.     (N) 113 59 02.     (W)   SCALED
 JO0667* NAVD 88 ORTHO HEIGHT -  1917.537 (meters)     6291.12  (feet) POSTED
 JO0667  ______________________________________________________________________
 JO0667  GEOID HEIGHT    -        -21.948 (meters)                     GEOID18
 JO0667  DYNAMIC HEIGHT  -       1915.30  (meters)     6283.8   (feet) COMP
 JO0667  MODELED GRAVITY -    979,396.3   (mgal)                       NAVD 88
 JO0667
 JO0667  VERT ORDER      -  * POSTED, SEE BELOW
 JO0667
 JO0667.The horizontal coordinates were scaled from a map and have
 JO0667.an estimated accuracy of +/- 6 seconds.
 JO0667
 JO0667.The orthometric height was determined by differential leveling
 JO0667.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0667
 JO0667.* This is a POSTED BENCH MARK height.
 JO0667
 JO0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0667.GEOID18 height accuracy estimate available here.
 JO0667
 JO0667.Click photographs - Photos may exist for this station.
 JO0667
 JO0667.The dynamic height is computed by dividing the NAVD 88
 JO0667.geopotential number by the normal gravity value computed on the
 JO0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0667.degrees latitude (g = 980.6199 gals.).
 JO0667
 JO0667.The modeled gravity was interpolated from observed gravity values.
 JO0667
 JO0667;                    North         East    Units  Estimated Accuracy
 JO0667;SPC UT S     - 3,172,200.      282,440.      MT  (+/- 180 meters Scaled)
 JO0667
 JO0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH386313(NAD 83)
 JO0667
 JO0667                          SUPERSEDED SURVEY CONTROL
 JO0667
 JO0667.No superseded survey control is available for this station.
 JO0667
 JO0667_MARKER: DB = BENCH MARK DISK
 JO0667_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0667_STAMPING: 139 DOR 1971 6287
 JO0667_MARK LOGO: USGS
 JO0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0667
 JO0667  HISTORY     - Date     Condition        Report By
 JO0667  HISTORY     - 1971     MONUMENTED       USGS
 JO0667
 JO0667                          STATION DESCRIPTION
 JO0667
 JO0667'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0667'47.6 KM (29.60 MI) NORTH FROM MODENA.
 JO0667'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 JO0667'ROAD NORTH TO GARRISON, PROCEED 29.6 MILES NORTH ALONG GARRISON ROAD
 JO0667'TO A GATE, 50 FEET NORTHEAST OF THE ROAD, 0.5 FEET SOUTH OF A FENCE.
 JO0667'A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 JO0667'PROJECTING 3 INCHES.
 JO0667'THE MARK IS 0.5 FT  S FROM  A WITNESS POST
 JO0667'THE MARK IS 2.5 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0314 ***********************************************************************
 LP0314  DESIGNATION -  139 FMK
 LP0314  PID         -  LP0314
 LP0314  STATE/COUNTY-  UT/TOOELE
 LP0314  COUNTRY     -  US
 LP0314  USGS QUAD   -  CRANER PEAK (2017)
 LP0314
 LP0314                         *CURRENT SURVEY CONTROL
 LP0314  ______________________________________________________________________
 LP0314* NAD 83(1986) POSITION- 40 57 30.99   (N) 112 48 53.16   (W)   HD_HELD1
 LP0314* NAVD 88 ORTHO HEIGHT -  1300.341 (meters)     4266.20  (feet) ADJUSTED
 LP0314  ______________________________________________________________________
 LP0314  GEOID HEIGHT    -        -17.206 (meters)                     GEOID18
 LP0314  DYNAMIC HEIGHT  -       1299.400 (meters)     4263.11  (feet) COMP
 LP0314  MODELED GRAVITY -    979,855.3   (mgal)                       NAVD 88
 LP0314
 LP0314  VERT ORDER      -  SECOND    CLASS 0
 LP0314
 LP0314.The horizontal coordinates were determined by differentially corrected
 LP0314.hand held GPS observations or other comparable positioning techniques
 LP0314.and have an estimated accuracy of +/- 3 meters.
 LP0314
 LP0314.The orthometric height was determined by differential leveling and
 LP0314.adjusted by the NATIONAL GEODETIC SURVEY
 LP0314.in June 1991.
 LP0314
 LP0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0314.GEOID18 height accuracy estimate available here.
 LP0314
 LP0314.Click photographs - Photos may exist for this station.
 LP0314
 LP0314.The dynamic height is computed by dividing the NAVD 88
 LP0314.geopotential number by the normal gravity value computed on the
 LP0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0314.degrees latitude (g = 980.6199 gals.).
 LP0314
 LP0314.The modeled gravity was interpolated from observed gravity values.
 LP0314
 LP0314;                    North         East    Units  Estimated Accuracy
 LP0314;SPC UT C     - 2,292,289.7     389,306.6     MT  (+/- 3 meters HH1 GPS) 
 LP0314
 LP0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL4727635747(NAD 83)
 LP0314
 LP0314                          SUPERSEDED SURVEY CONTROL
 LP0314
 LP0314  NGVD 29 (??/??/92) 1299.354  (m)         4262.96   (f) ADJ UNCH    2 0
 LP0314
 LP0314.Superseded values are not recommended for survey control.
 LP0314
 LP0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0314.See file dsdata.pdf to determine how the superseded data were derived.
 LP0314
 LP0314_MARKER: DB = BENCH MARK DISK
 LP0314_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LP0314_STAMPING: 139 FMK 1966
 LP0314_MARK LOGO: USGS
 LP0314_PROJECTION: FLUSH
 LP0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0314_ROD/PIPE-DEPTH: 5.79 meters
 LP0314
 LP0314  HISTORY     - Date     Condition        Report By
 LP0314  HISTORY     - 1966     MONUMENTED       USGS
 LP0314
 LP0314                          STATION DESCRIPTION
 LP0314
 LP0314'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LP0314'35.2 KM (21.90 MI) SOUTH FROM LAKESIDE.
 LP0314'1.6 MILES NORTH OF GOVERNMENT WELL, NEAR THE INTERSECTION OF THE
 LP0314'NORTH-SOUTH ROAD AND A ROAD NORTHWEST, 100 FEET NORTH AND 91 FEET
 LP0314'WESTOF THE INTERSECTION.
 LP0314'THE MARK IS 1 FT  E FROM  A WITNESS POST
 LP0314'THE MARK IS 2 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0638 ***********************************************************************
 JO0638  DESIGNATION -  14 DOR
 JO0638  PID         -  JO0638
 JO0638  STATE/COUNTY-  UT/BEAVER
 JO0638  COUNTRY     -  US
 JO0638  USGS QUAD   -  PINE GROVE RESERVOIR (2017)
 JO0638
 JO0638                         *CURRENT SURVEY CONTROL
 JO0638  ______________________________________________________________________
 JO0638* NAD 83(1986) POSITION- 38 21 06.     (N) 113 43 03.     (W)   SCALED
 JO0638* NAVD 88 ORTHO HEIGHT -  1753.411 (meters)     5752.65  (feet) POSTED
 JO0638  ______________________________________________________________________
 JO0638  GEOID HEIGHT    -        -21.498 (meters)                     GEOID18
 JO0638  DYNAMIC HEIGHT  -       1751.47  (meters)     5746.3   (feet) COMP
 JO0638  MODELED GRAVITY -    979,458.0   (mgal)                       NAVD 88
 JO0638
 JO0638  VERT ORDER      -  * POSTED, SEE BELOW
 JO0638
 JO0638.The horizontal coordinates were scaled from a map and have
 JO0638.an estimated accuracy of +/- 6 seconds.
 JO0638
 JO0638.The orthometric height was determined by differential leveling
 JO0638.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0638
 JO0638.* This is a POSTED BENCH MARK height.
 JO0638
 JO0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0638.GEOID18 height accuracy estimate available here.
 JO0638
 JO0638.Click photographs - Photos may exist for this station.
 JO0638
 JO0638.The dynamic height is computed by dividing the NAVD 88
 JO0638.geopotential number by the normal gravity value computed on the
 JO0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0638.degrees latitude (g = 980.6199 gals.).
 JO0638
 JO0638.The modeled gravity was interpolated from observed gravity values.
 JO0638
 JO0638;                    North         East    Units  Estimated Accuracy
 JO0638;SPC UT S     - 3,189,310.      306,180.      MT  (+/- 180 meters Scaled)
 JO0638
 JO0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH625483(NAD 83)
 JO0638
 JO0638                          SUPERSEDED SURVEY CONTROL
 JO0638
 JO0638.No superseded survey control is available for this station.
 JO0638
 JO0638_MARKER: DB = BENCH MARK DISK
 JO0638_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0638_STAMPING: 14 DOR 1971 5749
 JO0638_MARK LOGO: USGS
 JO0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0638
 JO0638  HISTORY     - Date     Condition        Report By
 JO0638  HISTORY     - 1971     MONUMENTED       USGS
 JO0638
 JO0638                          STATION DESCRIPTION
 JO0638
 JO0638'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0638'57.3 KM (35.60 MI) NNW FROM LUND.
 JO0638'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0638'AND PINE VALLEY ROAD, PROCEED 35.6 MILES WEST AND NORTH ALONG PINE
 JO0638'VALLEY ROAD TO A POINT 1.0 MILE SOUTH OF A DIRT ROAD WEST, 12.8 MILES
 JO0638'SOUTH OF STATE HIGHWAY 21, 54 FEET WEST OF THE CENTER OF THE ROAD.  A
 JO0638'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 JO0638'PROJECTING 3 INCHES.
 JO0638'THE MARK IS 2 FT  E FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1088 ***********************************************************************
 LO1088  DESIGNATION -  14 EMH
 LO1088  PID         -  LO1088
 LO1088  STATE/COUNTY-  UT/DUCHESNE
 LO1088  COUNTRY     -  US
 LO1088  USGS QUAD   -  DRY MOUNTAIN (2017)
 LO1088
 LO1088                         *CURRENT SURVEY CONTROL
 LO1088  ______________________________________________________________________
 LO1088* NAD 83(1994) POSITION- 40 27 47.61615(N) 110 31 03.48737(W)   ADJUSTED
 LO1088* NAVD 88 ORTHO HEIGHT -  2412.3   (meters)     7914.    (feet) VERTCON3
 LO1088  ______________________________________________________________________
 LO1088  GEOID HEIGHT    -        -14.733 (meters)                     GEOID18
 LO1088  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 LO1088  HORZ ORDER      -  THIRD
 LO1088
 LO1088.The horizontal coordinates were established by classical geodetic methods
 LO1088.and adjusted by the National Geodetic Survey in November 1997.
 LO1088
 LO1088.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1088
 LO1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1088.GEOID18 height accuracy estimate available here.
 LO1088
 LO1088.Click photographs - Photos may exist for this station.
 LO1088
 LO1088.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1088
 LO1088. The following values were computed from the NAD 83(1994) position.
 LO1088
 LO1088;                    North         East     Units Scale Factor Converg.
 LO1088;SPC UT C     - 2,236,921.301   583,313.203   MT  0.99995888   +0 37 45.4
 LO1088;SPC UT C     - 7,338,965.97  1,913,753.40   sFT  0.99995888   +0 37 45.4
 LO1088;UTM  12      - 4,479,284.632   540,895.001   MT  0.99962059   +0 18 46.9
 LO1088
 LO1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1088!SPC UT C     -   0.99962404  x   0.99995888  =   0.99958293
 LO1088!UTM  12      -   0.99962404  x   0.99962059  =   0.99924477
 LO1088
 LO1088:                Primary Azimuth Mark                     Grid Az
 LO1088:SPC UT C     -  SPUR                                     021 17 45.4
 LO1088:UTM  12      -  SPUR                                     021 36 43.9
 LO1088
 LO1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK4089579284(NAD 83)
 LO1088
 LO1088|---------------------------------------------------------------------|
 LO1088| PID    Reference Object                     Distance      Geod. Az  |
 LO1088|                                                           dddmmss.s |
 LO1088| LO1046 SPUR                                APPROX. 4.6 KM 0215530.8 |
 LO1088|---------------------------------------------------------------------|
 LO1088
 LO1088                          SUPERSEDED SURVEY CONTROL
 LO1088
 LO1088  NAD 83(1993)-  40 27 47.61549(N)    110 31 03.48678(W) AD(       ) 3
 LO1088  NAD 83(1986)-  40 27 47.59825(N)    110 31 03.47655(W) AD(       ) 3
 LO1088  NAD 27      -  40 27 47.78086(N)    110 31 00.89837(W) AD(       ) 3
 LO1088  NGVD 29 (07/19/86) 2410.8    (m)         7909.     (f) VERT ANG       
 LO1088
 LO1088.Superseded values are not recommended for survey control.
 LO1088
 LO1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1088.See file dsdata.pdf to determine how the superseded data were derived.
 LO1088
 LO1088_MARKER: N = NAIL
 LO1088_SETTING: 66 = SET IN ROCK OUTCROP
 LO1088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO1088+STABILITY: POSITION/ELEVATION WELL
 LO1088
 LO1088  HISTORY     - Date     Condition        Report By
 LO1088  HISTORY     - 1959     MONUMENTED       USGS
 LO1088
 LO1088                          STATION DESCRIPTION
 LO1088
 LO1088'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO1088'LOCATED ABOUT 21 MI. NNW. OF DUCHESNE AT MOUNTAIN SHEEP PASS, 280 FT.
 LO1088'SW. OF THE RD. SUMMIT, ON A SMALL TOP.
 LO1088'
 LO1088'TO REACH FROM MOUNTAIN HOME, DRIVE N. 0.05 MI. TO RD. INTERSECTION,
 LO1088'TURN LEFT (W.) AND FOLLOW MAIN RD. 3.2 MI. TO Y-RD., TURN RIGHT FOR
 LO1088'0.6 MI. TO RD. FORK, TURN RIGHT FOR 0.7 MI. TO INDIAN RESERVATION
 LO1088'BOUNDARY, CONTINUE 3.7 MI. TO RD. FORK, TURN LEFT FOR 1.1 MI. TO
 LO1088'Y-RD., TURN LEFT TOWARD ROCK CREEK 0.5 MI. TO SUMMIT AND STATION.
 LO1088'
 LO1088'STATION MARK--A COPPER NAIL WITH WASHER, CEMENTED INTO A 2 X 3 FT.
 LO1088'SANDSTONE ROCK FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0553 ***********************************************************************
 MR0553  DESIGNATION -  14 FMK
 MR0553  PID         -  MR0553
 MR0553  STATE/COUNTY-  UT/MORGAN
 MR0553  COUNTRY     -  US
 MR0553  USGS QUAD   -  SNOW BASIN (2017)
 MR0553
 MR0553                         *CURRENT SURVEY CONTROL
 MR0553  ______________________________________________________________________
 MR0553* NAD 83(1986) POSITION- 41 08 21.     (N) 111 51 12.     (W)   SCALED
 MR0553* NAVD 88 ORTHO HEIGHT -  1472.314 (meters)     4830.42  (feet) ADJUSTED
 MR0553  ______________________________________________________________________
 MR0553  GEOID HEIGHT    -        -16.266 (meters)                     GEOID18
 MR0553  DYNAMIC HEIGHT  -       1471.155 (meters)     4826.61  (feet) COMP
 MR0553  MODELED GRAVITY -    979,785.8   (mgal)                       NAVD 88
 MR0553
 MR0553  VERT ORDER      -  FIRST     CLASS II
 MR0553
 MR0553.The horizontal coordinates were scaled from a map and have
 MR0553.an estimated accuracy of +/- 6 seconds.
 MR0553
 MR0553.The orthometric height was determined by differential leveling and
 MR0553.adjusted by the NATIONAL GEODETIC SURVEY
 MR0553.in June 1991.
 MR0553
 MR0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0553.GEOID18 height accuracy estimate available here.
 MR0553
 MR0553.Click photographs - Photos may exist for this station.
 MR0553
 MR0553.The dynamic height is computed by dividing the NAVD 88
 MR0553.geopotential number by the normal gravity value computed on the
 MR0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0553.degrees latitude (g = 980.6199 gals.).
 MR0553
 MR0553.The modeled gravity was interpolated from observed gravity values.
 MR0553
 MR0553;                    North         East    Units  Estimated Accuracy
 MR0553;SPC UT N     - 1,089,550.      470,340.      MT  (+/- 180 meters Scaled)
 MR0553
 MR0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL283545(NAD 83)
 MR0553
 MR0553                          SUPERSEDED SURVEY CONTROL
 MR0553
 MR0553  NGVD 29 (06/08/92) 1471.278  (m)         4827.02   (f) ADJUSTED    1 2
 MR0553
 MR0553.Superseded values are not recommended for survey control.
 MR0553
 MR0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0553.See file dsdata.pdf to determine how the superseded data were derived.
 MR0553
 MR0553_MARKER: DB = BENCH MARK DISK
 MR0553_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MR0553_SP_SET: CURB
 MR0553_STAMPING: 14 FMK 1974
 MR0553_MARK LOGO: USGS
 MR0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0553
 MR0553  HISTORY     - Date     Condition        Report By
 MR0553  HISTORY     - 1974     MONUMENTED       USGS
 MR0553  HISTORY     - 1983     GOOD             NGS
 MR0553
 MR0553                          STATION DESCRIPTION
 MR0553
 MR0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0553'18.8 KM (11.7 MI) SOUTH FROM OGDEN.
 MR0553'18.8 KM (11.7 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0553'STATION IN OGDEN, IN TOP OF AND 0.3 METERS (1.0 FT) WEST OF THE EAST
 MR0553'END OF A CONCRETE CURB OF THE EAST BOUND OVERPASS OF THE RAILROAD AND
 MR0553'THE WEBER RIVER, 115.0 METERS (377.3 FT) NORTHEAST OF THE NEAR RAIL,
 MR0553'AND 4.9 METERS (16.1 FT) NORTH OF THE CENTERLINE OF THE EAST BOUND
 MR0553'LANES OF INTERSTATE HIGHWAY 84.
 MR0553'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0638 ***********************************************************************
 MS0638  DESIGNATION -  14 FMK
 MS0638  PID         -  MS0638
 MS0638  STATE/COUNTY-  UT/BOX ELDER
 MS0638  COUNTRY     -  US
 MS0638  USGS QUAD   -  ROSETTE (2017)
 MS0638
 MS0638                         *CURRENT SURVEY CONTROL
 MS0638  ______________________________________________________________________
 MS0638* NAD 83(1986) POSITION- 41 49 00.     (N) 113 26 05.     (W)   SCALED
 MS0638* NAVD 88 ORTHO HEIGHT -  1719.989 (meters)     5643.00  (feet) ADJUSTED
 MS0638  ______________________________________________________________________
 MS0638  GEOID HEIGHT    -        -14.980 (meters)                     GEOID18
 MS0638  DYNAMIC HEIGHT  -       1718.718 (meters)     5638.83  (feet) COMP
 MS0638  MODELED GRAVITY -    979,821.9   (mgal)                       NAVD 88
 MS0638
 MS0638  VERT ORDER      -  FIRST     CLASS II
 MS0638
 MS0638.The horizontal coordinates were scaled from a map and have
 MS0638.an estimated accuracy of +/- 6 seconds.
 MS0638
 MS0638.The orthometric height was determined by differential leveling and
 MS0638.adjusted by the NATIONAL GEODETIC SURVEY
 MS0638.in June 1991.
 MS0638
 MS0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0638.GEOID18 height accuracy estimate available here.
 MS0638
 MS0638.Click photographs - Photos may exist for this station.
 MS0638
 MS0638.The dynamic height is computed by dividing the NAVD 88
 MS0638.geopotential number by the normal gravity value computed on the
 MS0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0638.degrees latitude (g = 980.6199 gals.).
 MS0638
 MS0638.The modeled gravity was interpolated from observed gravity values.
 MS0638
 MS0638;                    North         East    Units  Estimated Accuracy
 MS0638;SPC UT N     - 1,166,520.      339,260.      MT  (+/- 180 meters Scaled)
 MS0638
 MS0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM977322(NAD 83)
 MS0638
 MS0638                          SUPERSEDED SURVEY CONTROL
 MS0638
 MS0638.No superseded survey control is available for this station.
 MS0638
 MS0638_MARKER: DB = BENCH MARK DISK
 MS0638_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0638+WITH SETTING: INFORMATION.
 MS0638_STAMPING: 14 FMK 1971 5639
 MS0638_MARK LOGO: USGS
 MS0638_PROJECTION: PROJECTING 10 CENTIMETERS
 MS0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0638_ROD/PIPE-DEPTH: 1.5 meters
 MS0638
 MS0638  HISTORY     - Date     Condition        Report By
 MS0638  HISTORY     - 1971     MONUMENTED       USGS
 MS0638  HISTORY     - 1984     GOOD             NGS
 MS0638
 MS0638                          STATION DESCRIPTION
 MS0638
 MS0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0638'9.9 KM (6.2 MI) WEST FROM PARK VALLEY.
 MS0638'9.90 KM (6.15 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MS0638'PARK VALLEY, IN THE NORTHWEST CORNER OF THE INTERSECTION OF A DIRT
 MS0638'ROAD LEADING WEST TO THE MORRIS RANCH, 0.62 KM (0.39 MI) SOUTHWEST OF
 MS0638'MILEPOST 50, 22.3 METERS (73 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 MS0638'29.9 METERS (98 FT) NORTHEAST OF THE CENTER OF THE DIRT ROAD,
 MS0638'24.7 METERS (81 FT) NORTH OF THE NORTHEAST END OF AN 18-INCH
 MS0638'CORRUGATED METAL PIPE CULVERT, 1.8 METERS (6 FT) NORTHEAST OF A FENCE
 MS0638'CORNER AND 0.3 METER (1 FT) SOUTHEAST OF A FENCE.
 MS0638'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 MS0638'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0225 ***********************************************************************
 LN0225  DESIGNATION -  14 HJH
 LN0225  PID         -  LN0225
 LN0225  STATE/COUNTY-  UT/DAGGETT
 LN0225  COUNTRY     -  US
 LN0225  USGS QUAD   -  CLAY BASIN (2017)
 LN0225
 LN0225                         *CURRENT SURVEY CONTROL
 LN0225  ______________________________________________________________________
 LN0225* NAD 83(1986) POSITION- 40 53 04.     (N) 109 08 08.     (W)   SCALED
 LN0225* NAVD 88 ORTHO HEIGHT -  1670.897 (meters)     5481.93  (feet) ADJUSTED
 LN0225  ______________________________________________________________________
 LN0225  GEOID HEIGHT    -        -14.191 (meters)                     GEOID18
 LN0225  DYNAMIC HEIGHT  -       1669.510 (meters)     5477.38  (feet) COMP
 LN0225  MODELED GRAVITY -    979,735.1   (mgal)                       NAVD 88
 LN0225
 LN0225  VERT ORDER      -  SECOND    CLASS 0
 LN0225
 LN0225.The horizontal coordinates were scaled from a map and have
 LN0225.an estimated accuracy of +/- 6 seconds.
 LN0225
 LN0225.The orthometric height was determined by differential leveling and
 LN0225.adjusted by the NATIONAL GEODETIC SURVEY
 LN0225.in June 1991.
 LN0225
 LN0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0225.GEOID18 height accuracy estimate available here.
 LN0225
 LN0225.Click photographs - Photos may exist for this station.
 LN0225
 LN0225.The dynamic height is computed by dividing the NAVD 88
 LN0225.geopotential number by the normal gravity value computed on the
 LN0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0225.degrees latitude (g = 980.6199 gals.).
 LN0225
 LN0225.The modeled gravity was interpolated from observed gravity values.
 LN0225
 LN0225;                    North         East    Units  Estimated Accuracy
 LN0225;SPC UT N     - 1,063,910.      699,250.      MT  (+/- 180 meters Scaled)
 LN0225
 LN0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL570276(NAD 83)
 LN0225
 LN0225                          SUPERSEDED SURVEY CONTROL
 LN0225
 LN0225  NGVD 29 (??/??/92) 1669.738  (m)         5478.13   (f) ADJ UNCH    2 0
 LN0225
 LN0225.Superseded values are not recommended for survey control.
 LN0225
 LN0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0225.See file dsdata.pdf to determine how the superseded data were derived.
 LN0225
 LN0225_MARKER: DD = SURVEY DISK
 LN0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0225_STAMPING: 14 HJH 5477 1950
 LN0225_MARK LOGO: CGS
 LN0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0225+STABILITY: SURFACE MOTION
 LN0225
 LN0225  HISTORY     - Date     Condition        Report By
 LN0225  HISTORY     - 1950     MONUMENTED       USGS
 LN0225  HISTORY     - 1962     GOOD             CGS
 LN0225  HISTORY     - 20201212 MARK NOT FOUND   IGA
 LN0225
 LN0225                          STATION DESCRIPTION
 LN0225
 LN0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0225'36.4 MI E FROM LINWOOD.
 LN0225'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0225'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 31.4 MILES
 LN0225'EAST ALONG CLAY BASIN ROAD, 115 FEET SOUTHWEST OF THE CENTER OF THE
 LN0225'JUNCTION OF A TRACK ROAD WEST TO A FARMHOUSE, 102 FEET WEST OF THE
 LN0225'CENTER LINE OF THE ROAD, 28 FEET SOUTH OF THE CENTER LINE OF THE TRACK
 LN0225'ROAD, 21 FEET SOUTH OF THE SOUTH END OF A GATE, 1.3 FEET EAST OF A
 LN0225'FENCE, 0.8 FOOT EAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 LN0225'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 LN0225'THE GROUND.
 LN0225
 LN0225                          STATION RECOVERY (2020)
 LN0225
 LN0225'RECOVERY NOTE BY IGAGE 2020 (MS)
 LN0225'NOT FOUND, PROBABLY DESTROYED BY NATURAL GAS PIPELINE PATH PRE 1993.
 LN0225'BASED ON SWING TIES TO ROADS, PROBABLE LOCATION WAS 40 53 50 N 109 8
 LN0225'8.9 W. ENTIRE AREA DISTURBED BY MULTIPLE PIPELINES, AT MULTIPLE TIMES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HP0423 ***********************************************************************
 HP0423  DESIGNATION -  14 LRC
 HP0423  PID         -  HP0423
 HP0423  STATE/COUNTY-  UT/WASHINGTON
 HP0423  COUNTRY     -  US
 HP0423  USGS QUAD   -  SCARECROW PEAK (2017)
 HP0423
 HP0423                         *CURRENT SURVEY CONTROL
 HP0423  ______________________________________________________________________
 HP0423* NAD 83(1986) POSITION- 37 08 18.     (N) 114 02 15.     (W)   SCALED
 HP0423* NAVD 88 ORTHO HEIGHT -   963.295 (meters)     3160.41  (feet) POSTED
 HP0423  ______________________________________________________________________
 HP0423  GEOID HEIGHT    -        -25.061 (meters)                     GEOID18
 HP0423  DYNAMIC HEIGHT  -        962.32  (meters)     3157.2   (feet) COMP
 HP0423  MODELED GRAVITY -    979,581.4   (mgal)                       NAVD 88
 HP0423
 HP0423  VERT ORDER      -  * POSTED, SEE BELOW
 HP0423
 HP0423.The horizontal coordinates were scaled from a map and have
 HP0423.an estimated accuracy of +/- 6 seconds.
 HP0423
 HP0423.The orthometric height was determined by differential leveling
 HP0423.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HP0423
 HP0423.* This is a POSTED BENCH MARK height.
 HP0423
 HP0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 HP0423.GEOID18 height accuracy estimate available here.
 HP0423
 HP0423.Click photographs - Photos may exist for this station.
 HP0423
 HP0423.The dynamic height is computed by dividing the NAVD 88
 HP0423.geopotential number by the normal gravity value computed on the
 HP0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0423.degrees latitude (g = 980.6199 gals.).
 HP0423
 HP0423.The modeled gravity was interpolated from observed gravity values.
 HP0423
 HP0423;                    North         East    Units  Estimated Accuracy
 HP0423;SPC UT S     - 3,055,410.      274,570.      MT  (+/- 180 meters Scaled)
 HP0423
 HP0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB631143(NAD 83)
 HP0423
 HP0423                          SUPERSEDED SURVEY CONTROL
 HP0423
 HP0423.No superseded survey control is available for this station.
 HP0423
 HP0423_MARKER: DD = SURVEY DISK
 HP0423_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0423_STAMPING: 14 LRC 1973 3158
 HP0423_MARK LOGO: USGS
 HP0423_PROJECTION: FLUSH
 HP0423_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0423+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0423
 HP0423  HISTORY     - Date     Condition        Report By
 HP0423  HISTORY     - 1973     MONUMENTED       USGS
 HP0423
 HP0423                          STATION DESCRIPTION
 HP0423
 HP0423'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (LRC)
 HP0423'FROM THE POST OFFICE IN MESQUITE, UTAH, PROCEED 33.6 MILES NORTHEAST
 HP0423'ALONG U S HIGHWAY 91 TO A POINT 11.2 MILES NORTHWEST OF CASTLE ROCK
 HP0423'CLIFF, ALONG LYTLE RANCH ROAD TO A Y-ROAD NORTH TO THE RANCH, THENCE
 HP0423'1.2 MILES WEST AND NORTH ACROSS THE WASH TO THE TOP OF THE MESA ABOVE
 HP0423'THE WEST SIDE OF BEAVER DAM WASH, 200 FEET NORTH OF THE BEGINNING OF
 HP0423'A DOWNGRADE, 52 FEET WEST OF THE CENTER OF THE ROAD, ON A 5/8 INCH
 HP0423'COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH
 HP0423'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0668 ***********************************************************************
 JO0668  DESIGNATION -  140 DOR
 JO0668  PID         -  JO0668
 JO0668  STATE/COUNTY-  UT/BEAVER
 JO0668  COUNTRY     -  US
 JO0668  USGS QUAD   -  ATCHISON CREEK (2017)
 JO0668
 JO0668                         *CURRENT SURVEY CONTROL
 JO0668  ______________________________________________________________________
 JO0668* NAD 83(1986) POSITION- 38 12 25.     (N) 113 59 00.     (W)   SCALED
 JO0668* NAVD 88 ORTHO HEIGHT -  1909.473 (meters)     6264.66  (feet) POSTED
 JO0668  ______________________________________________________________________
 JO0668  GEOID HEIGHT    -        -21.892 (meters)                     GEOID18
 JO0668  DYNAMIC HEIGHT  -       1907.26  (meters)     6257.4   (feet) COMP
 JO0668  MODELED GRAVITY -    979,401.6   (mgal)                       NAVD 88
 JO0668
 JO0668  VERT ORDER      -  * POSTED, SEE BELOW
 JO0668
 JO0668.The horizontal coordinates were scaled from a map and have
 JO0668.an estimated accuracy of +/- 6 seconds.
 JO0668
 JO0668.The orthometric height was determined by differential leveling
 JO0668.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0668
 JO0668.* This is a POSTED BENCH MARK height.
 JO0668
 JO0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0668.GEOID18 height accuracy estimate available here.
 JO0668
 JO0668.Click photographs - Photos may exist for this station.
 JO0668
 JO0668.The dynamic height is computed by dividing the NAVD 88
 JO0668.geopotential number by the normal gravity value computed on the
 JO0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0668.degrees latitude (g = 980.6199 gals.).
 JO0668
 JO0668.The modeled gravity was interpolated from observed gravity values.
 JO0668
 JO0668;                    North         East    Units  Estimated Accuracy
 JO0668;SPC UT S     - 3,173,840.      282,530.      MT  (+/- 180 meters Scaled)
 JO0668
 JO0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH387329(NAD 83)
 JO0668
 JO0668                          SUPERSEDED SURVEY CONTROL
 JO0668
 JO0668.No superseded survey control is available for this station.
 JO0668
 JO0668_MARKER: DB = BENCH MARK DISK
 JO0668_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0668_STAMPING: 140 DOR 1971 6260
 JO0668_MARK LOGO: USGS
 JO0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0668
 JO0668  HISTORY     - Date     Condition        Report By
 JO0668  HISTORY     - 1971     MONUMENTED       USGS
 JO0668
 JO0668                          STATION DESCRIPTION
 JO0668
 JO0668'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0668'49.4 KM (30.70 MI) NORTH FROM MODENA.
 JO0668'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 JO0668'ROAD NORTH TO GARRISON, PROCEED 30.7 MILES NORTH ALONG GARRISON ROAD
 JO0668'TO A DIM Y-ROAD JUNCTION, 73 FEET WEST OF THE Y-ROAD JUNCTION, 50
 JO0668'FEET SOUTHWEST OF THE ROAD, 12 FEET NORTH OF THE DIM TRACK ROAD.  A
 JO0668'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 JO0668'PROJECTING 3 INCHES.
 JO0668'THE MARK IS 2 FT  NE FROM  A WITNESS POST
 JO0668'THE MARK IS 2 FT BELOW ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0315 ***********************************************************************
 LP0315  DESIGNATION -  140 FMK
 LP0315  PID         -  LP0315
 LP0315  STATE/COUNTY-  UT/TOOELE
 LP0315  COUNTRY     -  US
 LP0315  USGS QUAD   -  CRANER PEAK (2017)
 LP0315
 LP0315                         *CURRENT SURVEY CONTROL
 LP0315  ______________________________________________________________________
 LP0315* NAD 83(2011) POSITION- 40 56 58.30360(N) 112 48 35.11206(W)   ADJUSTED
 LP0315* NAD 83(2011) ELLIP HT-  1288.894 (meters)        (07/08/20)   ADJUSTED
 LP0315* NAD 83(2011) EPOCH   -  2010.00
 LP0315* NAVD 88 ORTHO HEIGHT -  1306.071 (meters)     4285.00  (feet) ADJUSTED
 LP0315  ______________________________________________________________________
 LP0315  GEOID HEIGHT    -        -17.214 (meters)                     GEOID18
 LP0315  NAD 83(2011) X  - -1,870,612.833 (meters)                     COMP
 LP0315  NAD 83(2011) Y  - -4,447,892.448 (meters)                     COMP
 LP0315  NAD 83(2011) Z  -  4,159,036.166 (meters)                     COMP
 LP0315  LAPLACE CORR    -         -5.84  (seconds)                    DEFLEC18
 LP0315  DYNAMIC HEIGHT  -       1305.124 (meters)     4281.89  (feet) COMP
 LP0315  MODELED GRAVITY -    979,853.6   (mgal)                       NAVD 88
 LP0315
 LP0315  VERT ORDER      -  SECOND    CLASS 0
 LP0315
 LP0315  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LP0315  Standards:
 LP0315         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LP0315            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LP0315  -------------------------------------------------------------------
 LP0315  NETWORK    0.54   1.02           0.25   0.18   0.52      0.05206726
 LP0315  -------------------------------------------------------------------
 LP0315  Click here for local accuracies and other accuracy information.
 LP0315
 LP0315.The horizontal coordinates were established by GPS observations
 LP0315.and adjusted by the National Geodetic Survey in July 2020.
 LP0315
 LP0315.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LP0315.been affixed to the stable North American tectonic plate. See 
 LP0315.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LP0315
 LP0315.The horizontal coordinates are valid at the epoch date displayed above
 LP0315.which is a decimal equivalence of Year/Month/Day.
 LP0315
 LP0315.The orthometric height was determined by differential leveling and
 LP0315.adjusted by the NATIONAL GEODETIC SURVEY
 LP0315.in June 1991.
 LP0315
 LP0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0315.GEOID18 height accuracy estimate available here.
 LP0315
 LP0315.Click photographs - Photos may exist for this station.
 LP0315
 LP0315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LP0315
 LP0315.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0315
 LP0315.The ellipsoidal height was determined by GPS observations
 LP0315.and is referenced to NAD 83.
 LP0315
 LP0315.The dynamic height is computed by dividing the NAVD 88
 LP0315.geopotential number by the normal gravity value computed on the
 LP0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0315.degrees latitude (g = 980.6199 gals.).
 LP0315
 LP0315.The modeled gravity was interpolated from observed gravity values.
 LP0315
 LP0315. The following values were computed from the NAD 83(2011) position.
 LP0315
 LP0315;                    North         East     Units Scale Factor Converg.
 LP0315;SPC UT C     - 2,291,275.207   389,713.843   MT  1.00008833   -0 50 20.4
 LP0315;SPC UT C     - 7,517,292.07  1,278,586.17   sFT  1.00008833   -0 50 20.4
 LP0315;UTM  12      - 4,534,731.229   347,677.307   MT  0.99988558   -1 11 10.8
 LP0315
 LP0315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0315!SPC UT C     -   0.99979786  x   1.00008833  =   0.99988618
 LP0315!UTM  12      -   0.99979786  x   0.99988558  =   0.99968347
 LP0315
 LP0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL4767734731(NAD 83)
 LP0315
 LP0315                          SUPERSEDED SURVEY CONTROL
 LP0315
 LP0315  NGVD 29 (??/??/92) 1305.084  (m)         4281.76   (f) ADJ UNCH    2 0
 LP0315
 LP0315.Superseded values are not recommended for survey control.
 LP0315
 LP0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0315.See file dsdata.pdf to determine how the superseded data were derived.
 LP0315
 LP0315_MARKER: DB = BENCH MARK DISK
 LP0315_SETTING: 66 = SET IN ROCK OUTCROP
 LP0315_STAMPING: 140 FMK 1966
 LP0315_MARK LOGO: USGS
 LP0315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0315+STABILITY: POSITION/ELEVATION WELL
 LP0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0315+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2021
 LP0315
 LP0315  HISTORY     - Date     Condition        Report By
 LP0315  HISTORY     - 1966     MONUMENTED       USGS
 LP0315  HISTORY     - 20141202 GOOD             UT-057
 LP0315  HISTORY     - 20210720 GOOD             NGIA
 LP0315
 LP0315                          STATION DESCRIPTION
 LP0315
 LP0315'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LP0315'36.5 KM (22.70 MI) SOUTH FROM LAKESIDE.
 LP0315'0.9 MILES NORTH OF GOVERNMENT WELL, 102 FEET WEST OF THE ROAD, IN A
 LP0315'FLAT ROCK OUTCROP NEAR THE BASE OF A BLOCK LONG NORTH-SOUTH OUTCROP.
 LP0315'THE MARK IS 4 FT  S FROM  A WITNESS POST
 LP0315'THE MARK IS 5 FT ABOVE ROAD.
 LP0315
 LP0315                          STATION RECOVERY (2014)
 LP0315
 LP0315'RECOVERY NOTE BY WEBER COUNTY UTAH 2014 (DJM)
 LP0315'RECOVERED AS DESCRIBED.
 LP0315
 LP0315                          STATION RECOVERY (2021)
 LP0315
 LP0315'RECOVERY NOTE BY NATIONAL GEOSPATIAL INTELL AGY 2021 (BWB)
 LP0315'DISK IS LOCATED 31 M (101.7 FT) WEST OF THE ROAD CENTERLINE AND 17 M
 LP0315'(55.8 FT) SOUTHEAST OF THE NORTHEAST PORTION OF A ROCK OUTCROP.
 LP0315'
 LP0315'TO REACH THE STATION FROM EXIT 77, SKULL VALLEY/ROWLEY ROAD, ON
 LP0315'INTERSTATE 80, GO NORTH THEN WEST THEN NORTH, ON ROWLEY ROAD FOR 12.4
 LP0315'MI (20.0 KM) TO A DIRT ROAD ON THE LEFT.  TURN LEFT, WEST AND GO 0.9
 LP0315'MI (1.4 KM) TO A Y INTERSECTION.  VEER RIGHT, NORTHWEST AND GO FOR
 LP0315'0.05 TO A 4 WAY INTERSECTION.  TURN RIGHT, NORTHWEST THEN WEST TURNING
 LP0315'NORTH AND GO 6.6 MI (10.6 KM) TO THE STATION ON THE LEFT, WEST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0669 ***********************************************************************
 JO0669  DESIGNATION -  141 DOR
 JO0669  PID         -  JO0669
 JO0669  STATE/COUNTY-  UT/BEAVER
 JO0669  COUNTRY     -  US
 JO0669  USGS QUAD   -  ATCHISON CREEK (2017)
 JO0669
 JO0669                         *CURRENT SURVEY CONTROL
 JO0669  ______________________________________________________________________
 JO0669* NAD 83(1986) POSITION- 38 13 12.     (N) 113 59 18.     (W)   SCALED
 JO0669* NAVD 88 ORTHO HEIGHT -  1908.165 (meters)     6260.37  (feet) POSTED
 JO0669  ______________________________________________________________________
 JO0669  GEOID HEIGHT    -        -21.850 (meters)                     GEOID18
 JO0669  DYNAMIC HEIGHT  -       1905.96  (meters)     6253.1   (feet) COMP
 JO0669  MODELED GRAVITY -    979,407.9   (mgal)                       NAVD 88
 JO0669
 JO0669  VERT ORDER      -  * POSTED, SEE BELOW
 JO0669
 JO0669.The horizontal coordinates were scaled from a map and have
 JO0669.an estimated accuracy of +/- 6 seconds.
 JO0669
 JO0669.The orthometric height was determined by differential leveling
 JO0669.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0669
 JO0669.* This is a POSTED BENCH MARK height.
 JO0669
 JO0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0669.GEOID18 height accuracy estimate available here.
 JO0669
 JO0669.Click photographs - Photos may exist for this station.
 JO0669
 JO0669.The dynamic height is computed by dividing the NAVD 88
 JO0669.geopotential number by the normal gravity value computed on the
 JO0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0669.degrees latitude (g = 980.6199 gals.).
 JO0669
 JO0669.The modeled gravity was interpolated from observed gravity values.
 JO0669
 JO0669;                    North         East    Units  Estimated Accuracy
 JO0669;SPC UT S     - 3,175,300.      282,130.      MT  (+/- 180 meters Scaled)
 JO0669
 JO0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH383344(NAD 83)
 JO0669
 JO0669                          SUPERSEDED SURVEY CONTROL
 JO0669
 JO0669.No superseded survey control is available for this station.
 JO0669
 JO0669_MARKER: DB = BENCH MARK DISK
 JO0669_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0669_STAMPING: 141 DOR 1971 6256
 JO0669_MARK LOGO: USGS
 JO0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0669
 JO0669  HISTORY     - Date     Condition        Report By
 JO0669  HISTORY     - 1971     MONUMENTED       USGS
 JO0669
 JO0669                          STATION DESCRIPTION
 JO0669
 JO0669'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0669'51.0 KM (31.70 MI) NORTH FROM MODENA.
 JO0669'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 JO0669'ROAD NORTH TO GARRISON, PROCEED 31.7 MILES NORTH ALONG GARRISON ROAD
 JO0669'TO A T-ROAD EAST, 125 FEET NORTH OF A SIGN SAYING SALT CABIN SPRING
 JO0669'ROAD 6 INDIAN PEAK GAME RANGE 7, 42 FEET EAST OF THE ROAD.  A
 JO0669'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 JO0669'PROJECTING 3 INCHES.
 JO0669'THE MARK IS 2 FT  W FROM  A WITNESS POST
 JO0669'THE MARK IS 2 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0316 ***********************************************************************
 LP0316  DESIGNATION -  141 FMK
 LP0316  PID         -  LP0316
 LP0316  STATE/COUNTY-  UT/TOOELE
 LP0316  COUNTRY     -  US
 LP0316  USGS QUAD   -  CRANER PEAK (2017)
 LP0316
 LP0316                         *CURRENT SURVEY CONTROL
 LP0316  ______________________________________________________________________
 LP0316* NAD 83(1986) POSITION- 40 56 34.     (N) 112 47 54.     (W)   SCALED
 LP0316* NAVD 88 ORTHO HEIGHT -  1304.421 (meters)     4279.59  (feet) ADJUSTED
 LP0316  ______________________________________________________________________
 LP0316  GEOID HEIGHT    -        -17.236 (meters)                     GEOID18
 LP0316  DYNAMIC HEIGHT  -       1303.473 (meters)     4276.48  (feet) COMP
 LP0316  MODELED GRAVITY -    979,852.2   (mgal)                       NAVD 88
 LP0316
 LP0316  VERT ORDER      -  SECOND    CLASS 0
 LP0316
 LP0316.The horizontal coordinates were scaled from a map and have
 LP0316.an estimated accuracy of +/- 6 seconds.
 LP0316
 LP0316.The orthometric height was determined by differential leveling and
 LP0316.adjusted by the NATIONAL GEODETIC SURVEY
 LP0316.in June 1991.
 LP0316
 LP0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0316.GEOID18 height accuracy estimate available here.
 LP0316
 LP0316.Click photographs - Photos may exist for this station.
 LP0316
 LP0316.The dynamic height is computed by dividing the NAVD 88
 LP0316.geopotential number by the normal gravity value computed on the
 LP0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0316.degrees latitude (g = 980.6199 gals.).
 LP0316
 LP0316.The modeled gravity was interpolated from observed gravity values.
 LP0316
 LP0316;                    North         East    Units  Estimated Accuracy
 LP0316;SPC UT C     - 2,290,510.      390,660.      MT  (+/- 180 meters Scaled)
 LP0316
 LP0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL486339(NAD 83)
 LP0316
 LP0316                          SUPERSEDED SURVEY CONTROL
 LP0316
 LP0316  NGVD 29 (??/??/92) 1303.432  (m)         4276.34   (f) ADJ UNCH    2 0
 LP0316
 LP0316.Superseded values are not recommended for survey control.
 LP0316
 LP0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0316.See file dsdata.pdf to determine how the superseded data were derived.
 LP0316
 LP0316_MARKER: DB = BENCH MARK DISK
 LP0316_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LP0316_STAMPING: 141 FMK 1966
 LP0316_MARK LOGO: USGS
 LP0316_PROJECTION: FLUSH
 LP0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0316_ROD/PIPE-DEPTH: 2.13 meters
 LP0316
 LP0316  HISTORY     - Date     Condition        Report By
 LP0316  HISTORY     - 1966     MONUMENTED       USGS
 LP0316
 LP0316                          STATION DESCRIPTION
 LP0316
 LP0316'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LP0316'38.0 KM (23.60 MI) SOUTH FROM LAKESIDE.
 LP0316'AT GOVERNMENT WELL, 0.1 MI EAST OF AN ABANDONED RANCH BUILDING AND
 LP0316'CORRALS, 65 FEET SOUTH AND 33 FEET EAST OF A METAL WATER TANK, 3 FEET
 LP0316'SOUTH OF A FENCE CORNER, 1 FOOT EAST OF THE FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0670 ***********************************************************************
 JO0670  DESIGNATION -  142 DOR
 JO0670  PID         -  JO0670
 JO0670  STATE/COUNTY-  UT/BEAVER
 JO0670  COUNTRY     -  US
 JO0670  USGS QUAD   -  ATCHISON CREEK (2017)
 JO0670
 JO0670                         *CURRENT SURVEY CONTROL
 JO0670  ______________________________________________________________________
 JO0670* NAD 83(1986) POSITION- 38 14 08.     (N) 113 59 25.     (W)   SCALED
 JO0670* NAVD 88 ORTHO HEIGHT -  1894.075 (meters)     6214.14  (feet) POSTED
 JO0670  ______________________________________________________________________
 JO0670  GEOID HEIGHT    -        -21.795 (meters)                     GEOID18
 JO0670  DYNAMIC HEIGHT  -       1891.91  (meters)     6207.0   (feet) COMP
 JO0670  MODELED GRAVITY -    979,417.2   (mgal)                       NAVD 88
 JO0670
 JO0670  VERT ORDER      -  * POSTED, SEE BELOW
 JO0670
 JO0670.The horizontal coordinates were scaled from a map and have
 JO0670.an estimated accuracy of +/- 6 seconds.
 JO0670
 JO0670.The orthometric height was determined by differential leveling
 JO0670.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0670
 JO0670.* This is a POSTED BENCH MARK height.
 JO0670
 JO0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0670.GEOID18 height accuracy estimate available here.
 JO0670
 JO0670.Click photographs - Photos may exist for this station.
 JO0670
 JO0670.The dynamic height is computed by dividing the NAVD 88
 JO0670.geopotential number by the normal gravity value computed on the
 JO0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0670.degrees latitude (g = 980.6199 gals.).
 JO0670
 JO0670.The modeled gravity was interpolated from observed gravity values.
 JO0670
 JO0670;                    North         East    Units  Estimated Accuracy
 JO0670;SPC UT S     - 3,177,030.      282,000.      MT  (+/- 180 meters Scaled)
 JO0670
 JO0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH382361(NAD 83)
 JO0670
 JO0670                          SUPERSEDED SURVEY CONTROL
 JO0670
 JO0670.No superseded survey control is available for this station.
 JO0670
 JO0670_MARKER: DB = BENCH MARK DISK
 JO0670_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0670_STAMPING: 142 DOR 1971 6210
 JO0670_MARK LOGO: USGS
 JO0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0670
 JO0670  HISTORY     - Date     Condition        Report By
 JO0670  HISTORY     - 1971     MONUMENTED       USGS
 JO0670
 JO0670                          STATION DESCRIPTION
 JO0670
 JO0670'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0670'52.8 KM (32.80 MI) NORTH FROM MODENA.
 JO0670'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 JO0670'ROAD NORTH TO GARRISON, PROCEED 32.8 MILES NORTH ALONG GARRISON ROAD
 JO0670'TO A T-ROAD WEST, 50 FEET NORTH OF A SIGN SAYING WHITE ROCK SPRING 3
 JO0670'SPRING VALLEY 2, 40 FEET EAST-NORTHEAST OF THE ROAD.  A COPPER-CLAD
 JO0670'STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3
 JO0670'INCHES.
 JO0670'THE MARK IS 2 FT  W FROM  A WITNESS POST
 JO0670'THE MARK IS 2 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0317 ***********************************************************************
 LP0317  DESIGNATION -  142 FMK
 LP0317  PID         -  LP0317
 LP0317  STATE/COUNTY-  UT/TOOELE
 LP0317  COUNTRY     -  US
 LP0317  USGS QUAD   -  CRANER PEAK (2017)
 LP0317
 LP0317                         *CURRENT SURVEY CONTROL
 LP0317  ______________________________________________________________________
 LP0317* NAD 83(1986) POSITION- 40 55 35.64   (N) 112 47 29.94   (W)   HD_HELD1
 LP0317* NAVD 88 ORTHO HEIGHT -  1349.355 (meters)     4427.01  (feet) ADJUSTED
 LP0317  ______________________________________________________________________
 LP0317  GEOID HEIGHT    -        -17.250 (meters)                     GEOID18
 LP0317  DYNAMIC HEIGHT  -       1348.374 (meters)     4423.79  (feet) COMP
 LP0317  MODELED GRAVITY -    979,849.7   (mgal)                       NAVD 88
 LP0317
 LP0317  VERT ORDER      -  SECOND    CLASS 0
 LP0317
 LP0317.The horizontal coordinates were determined by differentially corrected
 LP0317.hand held GPS observations or other comparable positioning techniques
 LP0317.and have an estimated accuracy of +/- 3 meters.
 LP0317
 LP0317.The orthometric height was determined by differential leveling and
 LP0317.adjusted by the NATIONAL GEODETIC SURVEY
 LP0317.in June 1991.
 LP0317
 LP0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0317.GEOID18 height accuracy estimate available here.
 LP0317
 LP0317.Click photographs - Photos may exist for this station.
 LP0317
 LP0317.The dynamic height is computed by dividing the NAVD 88
 LP0317.geopotential number by the normal gravity value computed on the
 LP0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0317.degrees latitude (g = 980.6199 gals.).
 LP0317
 LP0317.The modeled gravity was interpolated from observed gravity values.
 LP0317
 LP0317;                    North         East    Units  Estimated Accuracy
 LP0317;SPC UT C     - 2,288,703.1     391,201.3     MT  (+/- 3 meters HH1 GPS) 
 LP0317
 LP0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL4914832150(NAD 83)
 LP0317
 LP0317                          SUPERSEDED SURVEY CONTROL
 LP0317
 LP0317  NGVD 29 (??/??/92) 1348.368  (m)         4423.77   (f) ADJ UNCH    2 0
 LP0317
 LP0317.Superseded values are not recommended for survey control.
 LP0317
 LP0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0317.See file dsdata.pdf to determine how the superseded data were derived.
 LP0317
 LP0317_MARKER: DB = BENCH MARK DISK
 LP0317_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LP0317_STAMPING: 142 FMK 1966
 LP0317_MARK LOGO: USGS
 LP0317_PROJECTION: FLUSH
 LP0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0317_ROD/PIPE-DEPTH: 11.6 meters
 LP0317
 LP0317  HISTORY     - Date     Condition        Report By
 LP0317  HISTORY     - 1966     MONUMENTED       USGS
 LP0317
 LP0317                          STATION DESCRIPTION
 LP0317
 LP0317'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LP0317'40.1 KM (24.90 MI) SOUTH FROM LAKESIDE.
 LP0317'1.3 MILES SOUTH OF GOVERNMENT WELL, 63 FEET WEST OF THE ROAD.
 LP0317'THE MARK IS 1 FT  E FROM  A WITNESS POST
 LP0317'THE MARK IS 3 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0672 ***********************************************************************
 JO0672  DESIGNATION -  143 DOR
 JO0672  PID         -  JO0672
 JO0672  STATE/COUNTY-  UT/BEAVER
 JO0672  COUNTRY     -  US
 JO0672  USGS QUAD   -  ATCHISON CREEK (2017)
 JO0672
 JO0672                         *CURRENT SURVEY CONTROL
 JO0672  ______________________________________________________________________
 JO0672* NAD 83(1986) POSITION- 38 14 54.     (N) 113 59 41.     (W)   SCALED
 JO0672* NAVD 88 ORTHO HEIGHT -  1894.566 (meters)     6215.76  (feet) POSTED
 JO0672  ______________________________________________________________________
 JO0672  GEOID HEIGHT    -        -21.759 (meters)                     GEOID18
 JO0672  DYNAMIC HEIGHT  -       1892.41  (meters)     6208.7   (feet) COMP
 JO0672  MODELED GRAVITY -    979,421.8   (mgal)                       NAVD 88
 JO0672
 JO0672  VERT ORDER      -  * POSTED, SEE BELOW
 JO0672
 JO0672.The horizontal coordinates were scaled from a map and have
 JO0672.an estimated accuracy of +/- 6 seconds.
 JO0672
 JO0672.The orthometric height was determined by differential leveling
 JO0672.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0672
 JO0672.* This is a POSTED BENCH MARK height.
 JO0672
 JO0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0672.GEOID18 height accuracy estimate available here.
 JO0672
 JO0672.Click photographs - Photos may exist for this station.
 JO0672
 JO0672.The dynamic height is computed by dividing the NAVD 88
 JO0672.geopotential number by the normal gravity value computed on the
 JO0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0672.degrees latitude (g = 980.6199 gals.).
 JO0672
 JO0672.The modeled gravity was interpolated from observed gravity values.
 JO0672
 JO0672;                    North         East    Units  Estimated Accuracy
 JO0672;SPC UT S     - 3,178,460.      281,650.      MT  (+/- 180 meters Scaled)
 JO0672
 JO0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH379376(NAD 83)
 JO0672
 JO0672                          SUPERSEDED SURVEY CONTROL
 JO0672
 JO0672.No superseded survey control is available for this station.
 JO0672
 JO0672_MARKER: DB = BENCH MARK DISK
 JO0672_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0672_STAMPING: 143 DOR 1971 6212
 JO0672_MARK LOGO: USGS
 JO0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0672
 JO0672  HISTORY     - Date     Condition        Report By
 JO0672  HISTORY     - 1971     MONUMENTED       USGS
 JO0672
 JO0672                          STATION DESCRIPTION
 JO0672
 JO0672'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0672'54.4 KM (33.80 MI) NORTH FROM MODENA.
 JO0672'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 JO0672'ROAD NORTH TO GARRISON, PROCEED 33.8 MILES NORTH ALONG GARRISON ROAD
 JO0672'TO A T-ROAD WEST, 65 FEET NORTHWEST OF THE T-ROAD JUNCTION, 50 FEET
 JO0672'WEST OF THE ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH
 JO0672'ENCASED IN A PIPE PROJECTING 3 INCHES.
 JO0672'THE MARK IS 2 FT  E FROM  A WITNESS POST
 JO0672'THE MARK IS 1 FT BELOW ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0318 ***********************************************************************
 LP0318  DESIGNATION -  143 FMK
 LP0318  PID         -  LP0318
 LP0318  STATE/COUNTY-  UT/TOOELE
 LP0318  COUNTRY     -  US
 LP0318  USGS QUAD   -  CRANER PEAK (2017)
 LP0318
 LP0318                         *CURRENT SURVEY CONTROL
 LP0318  ______________________________________________________________________
 LP0318* NAD 83(1986) POSITION- 40 54 48.09   (N) 112 46 55.50   (W)   HD_HELD1
 LP0318* NAVD 88 ORTHO HEIGHT -  1326.209 (meters)     4351.07  (feet) ADJUSTED
 LP0318  ______________________________________________________________________
 LP0318  GEOID HEIGHT    -        -17.271 (meters)                     GEOID18
 LP0318  DYNAMIC HEIGHT  -       1325.241 (meters)     4347.89  (feet) COMP
 LP0318  MODELED GRAVITY -    979,847.9   (mgal)                       NAVD 88
 LP0318
 LP0318  VERT ORDER      -  SECOND    CLASS 0
 LP0318
 LP0318.The horizontal coordinates were determined by differentially corrected
 LP0318.hand held GPS observations or other comparable positioning techniques
 LP0318.and have an estimated accuracy of +/- 3 meters.
 LP0318
 LP0318.The orthometric height was determined by differential leveling and
 LP0318.adjusted by the NATIONAL GEODETIC SURVEY
 LP0318.in June 1991.
 LP0318
 LP0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0318.GEOID18 height accuracy estimate available here.
 LP0318
 LP0318.Click photographs - Photos may exist for this station.
 LP0318
 LP0318.The dynamic height is computed by dividing the NAVD 88
 LP0318.geopotential number by the normal gravity value computed on the
 LP0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0318.degrees latitude (g = 980.6199 gals.).
 LP0318
 LP0318.The modeled gravity was interpolated from observed gravity values.
 LP0318
 LP0318;                    North         East    Units  Estimated Accuracy
 LP0318;SPC UT C     - 2,287,224.7     391,986.0     MT  (+/- 3 meters HH1 GPS) 
 LP0318
 LP0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL4992430667(NAD 83)
 LP0318
 LP0318                          SUPERSEDED SURVEY CONTROL
 LP0318
 LP0318  NGVD 29 (??/??/92) 1325.221  (m)         4347.83   (f) ADJ UNCH    2 0
 LP0318
 LP0318.Superseded values are not recommended for survey control.
 LP0318
 LP0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0318.See file dsdata.pdf to determine how the superseded data were derived.
 LP0318
 LP0318_MARKER: DB = BENCH MARK DISK
 LP0318_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LP0318_STAMPING: 143 FMK 1966
 LP0318_MARK LOGO: USGS
 LP0318_PROJECTION: FLUSH
 LP0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0318_ROD/PIPE-DEPTH: 4.57 meters
 LP0318
 LP0318  HISTORY     - Date     Condition        Report By
 LP0318  HISTORY     - 1966     MONUMENTED       USGS
 LP0318
 LP0318                          STATION DESCRIPTION
 LP0318
 LP0318'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LP0318'21.9 KM (13.60 MI) NORTH FROM DELLE.
 LP0318'2.3 MILES SOUTH OF GOVERNMENT WELL, 0.1 MILE NORTH OF A DIM TRAIL
 LP0318'NORTHWEST, ON A RAISED SECTION OF GROUND BETWEEN TWO SMALL DRAINS,
 LP0318'142 FEET WEST OF THE ROAD, AND EAST OF A WITNESS POST.
 LP0318'THE MARK IS 3 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0671 ***********************************************************************
 JO0671  DESIGNATION -  144 DOR
 JO0671  PID         -  JO0671
 JO0671  STATE/COUNTY-  UT/BEAVER
 JO0671  COUNTRY     -  US
 JO0671  USGS QUAD   -  MINERS CABIN WASH (2017)
 JO0671
 JO0671                         *CURRENT SURVEY CONTROL
 JO0671  ______________________________________________________________________
 JO0671* NAD 83(1986) POSITION- 38 15 53.     (N) 113 59 57.     (W)   SCALED
 JO0671* NAVD 88 ORTHO HEIGHT -  1879.428 (meters)     6166.09  (feet) POSTED
 JO0671  ______________________________________________________________________
 JO0671  GEOID HEIGHT    -        -21.718 (meters)                     GEOID18
 JO0671  DYNAMIC HEIGHT  -       1877.29  (meters)     6159.1   (feet) COMP
 JO0671  MODELED GRAVITY -    979,425.7   (mgal)                       NAVD 88
 JO0671
 JO0671  VERT ORDER      -  * POSTED, SEE BELOW
 JO0671
 JO0671.The horizontal coordinates were scaled from a map and have
 JO0671.an estimated accuracy of +/- 6 seconds.
 JO0671
 JO0671.The orthometric height was determined by differential leveling
 JO0671.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0671
 JO0671.* This is a POSTED BENCH MARK height.
 JO0671
 JO0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0671.GEOID18 height accuracy estimate available here.
 JO0671
 JO0671.Click photographs - Photos may exist for this station.
 JO0671
 JO0671.The dynamic height is computed by dividing the NAVD 88
 JO0671.geopotential number by the normal gravity value computed on the
 JO0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0671.degrees latitude (g = 980.6199 gals.).
 JO0671
 JO0671.The modeled gravity was interpolated from observed gravity values.
 JO0671
 JO0671;                    North         East    Units  Estimated Accuracy
 JO0671;SPC UT S     - 3,180,290.      281,310.      MT  (+/- 180 meters Scaled)
 JO0671
 JO0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH376394(NAD 83)
 JO0671
 JO0671                          SUPERSEDED SURVEY CONTROL
 JO0671
 JO0671.No superseded survey control is available for this station.
 JO0671
 JO0671_MARKER: DB = BENCH MARK DISK
 JO0671_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0671_STAMPING: 144 DOR 1971 6162
 JO0671_MARK LOGO: USGS
 JO0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0671
 JO0671  HISTORY     - Date     Condition        Report By
 JO0671  HISTORY     - 1971     MONUMENTED       USGS
 JO0671
 JO0671                          STATION DESCRIPTION
 JO0671
 JO0671'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0671'56.0 KM (34.80 MI) NORTH FROM MODENA.
 JO0671'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 JO0671'ROAD NORTH TO GARRISON, PROCEED 34.8 MILES NORTH ALONG GARRISON ROAD.
 JO0671'OR, AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD
 JO0671'SOUTH TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED
 JO0671'33.5 MILES SOUTH ALONG THE MODENA ROAD, 0.3 MILES NORTH OF A DIM ROAD
 JO0671'CROSSING, 36 FEET WEST OF THE ROAD.  A COPPER-CLAD STEEL ROD DRIVEN
 JO0671'TO AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JO0671'THE MARK IS 2 FT  E FROM  A WITNESS POST
 JO0671'THE MARK IS 0.5 FT BELOW ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0319 ***********************************************************************
 LP0319  DESIGNATION -  144 FMK
 LP0319  PID         -  LP0319
 LP0319  STATE/COUNTY-  UT/TOOELE
 LP0319  COUNTRY     -  US
 LP0319  USGS QUAD   -  CRANER PEAK (2017)
 LP0319
 LP0319                         *CURRENT SURVEY CONTROL
 LP0319  ______________________________________________________________________
 LP0319* NAD 83(1986) POSITION- 40 54 03.66   (N) 112 46 18.48   (W)   HD_HELD1
 LP0319* NAVD 88 ORTHO HEIGHT -  1321.865 (meters)     4336.82  (feet) ADJUSTED
 LP0319  ______________________________________________________________________
 LP0319  GEOID HEIGHT    -        -17.293 (meters)                     GEOID18
 LP0319  DYNAMIC HEIGHT  -       1320.898 (meters)     4333.65  (feet) COMP
 LP0319  MODELED GRAVITY -    979,846.4   (mgal)                       NAVD 88
 LP0319
 LP0319  VERT ORDER      -  SECOND    CLASS 0
 LP0319
 LP0319.The horizontal coordinates were determined by differentially corrected
 LP0319.hand held GPS observations or other comparable positioning techniques
 LP0319.and have an estimated accuracy of +/- 3 meters.
 LP0319
 LP0319.The orthometric height was determined by differential leveling and
 LP0319.adjusted by the NATIONAL GEODETIC SURVEY
 LP0319.in June 1991.
 LP0319
 LP0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0319.GEOID18 height accuracy estimate available here.
 LP0319
 LP0319.Click photographs - Photos may exist for this station.
 LP0319
 LP0319.The dynamic height is computed by dividing the NAVD 88
 LP0319.geopotential number by the normal gravity value computed on the
 LP0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0319.degrees latitude (g = 980.6199 gals.).
 LP0319
 LP0319.The modeled gravity was interpolated from observed gravity values.
 LP0319
 LP0319;                    North         East    Units  Estimated Accuracy
 LP0319;SPC UT C     - 2,285,841.8     392,832.8     MT  (+/- 3 meters HH1 GPS) 
 LP0319
 LP0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL5076229280(NAD 83)
 LP0319
 LP0319                          SUPERSEDED SURVEY CONTROL
 LP0319
 LP0319  NGVD 29 (??/??/92) 1320.876  (m)         4333.57   (f) ADJ UNCH    2 0
 LP0319
 LP0319.Superseded values are not recommended for survey control.
 LP0319
 LP0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0319.See file dsdata.pdf to determine how the superseded data were derived.
 LP0319
 LP0319_MARKER: DB = BENCH MARK DISK
 LP0319_SETTING: 66 = SET IN ROCK OUTCROP
 LP0319_STAMPING: 144 FMK 1966
 LP0319_MARK LOGO: USGS
 LP0319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0319+STABILITY: POSITION/ELEVATION WELL
 LP0319
 LP0319  HISTORY     - Date     Condition        Report By
 LP0319  HISTORY     - 1966     MONUMENTED       USGS
 LP0319
 LP0319                          STATION DESCRIPTION
 LP0319
 LP0319'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LP0319'20.1 KM (12.50 MI) NORTH FROM DELLE.
 LP0319'3.4 MILES SOUTH OF GOVERNMENT WELL, 115 FEET WEST OF THE ROAD, IN THE
 LP0319'NORTHEASTERNMOST END OF A ROCK OUTCROP.
 LP0319'THE MARK IS 4 FT  S FROM  A WITNESS POST
 LP0319'THE MARK IS 3 FT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JP0475 ***********************************************************************
 JP0475  DESIGNATION -  145 DOR
 JP0475  PID         -  JP0475
 JP0475  STATE/COUNTY-  UT/BEAVER
 JP0475  COUNTRY     -  US
 JP0475  USGS QUAD   -  GLEASON BASIN (2018)
 JP0475
 JP0475                         *CURRENT SURVEY CONTROL
 JP0475  ______________________________________________________________________
 JP0475* NAD 83(1986) POSITION- 38 16 37.     (N) 114 00 13.     (W)   SCALED
 JP0475* NAVD 88 ORTHO HEIGHT -  1875.947 (meters)     6154.67  (feet) POSTED
 JP0475  ______________________________________________________________________
 JP0475  GEOID HEIGHT    -        -21.690 (meters)                     GEOID18
 JP0475  DYNAMIC HEIGHT  -       1873.81  (meters)     6147.7   (feet) COMP
 JP0475  MODELED GRAVITY -    979,425.9   (mgal)                       NAVD 88
 JP0475
 JP0475  VERT ORDER      -  * POSTED, SEE BELOW
 JP0475
 JP0475.The horizontal coordinates were scaled from a map and have
 JP0475.an estimated accuracy of +/- 6 seconds.
 JP0475
 JP0475.The orthometric height was determined by differential leveling
 JP0475.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JP0475
 JP0475.* This is a POSTED BENCH MARK height.
 JP0475
 JP0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 JP0475.GEOID18 height accuracy estimate available here.
 JP0475
 JP0475.Click photographs - Photos may exist for this station.
 JP0475
 JP0475.The dynamic height is computed by dividing the NAVD 88
 JP0475.geopotential number by the normal gravity value computed on the
 JP0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0475.degrees latitude (g = 980.6199 gals.).
 JP0475
 JP0475.The modeled gravity was interpolated from observed gravity values.
 JP0475
 JP0475;                    North         East    Units  Estimated Accuracy
 JP0475;SPC UT S     - 3,181,650.      280,960.      MT  (+/- 180 meters Scaled)
 JP0475
 JP0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC621407(NAD 83)
 JP0475
 JP0475                          SUPERSEDED SURVEY CONTROL
 JP0475
 JP0475.No superseded survey control is available for this station.
 JP0475
 JP0475_MARKER: DB = BENCH MARK DISK
 JP0475_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0475_STAMPING: 145 DOR 1971 6151
 JP0475_MARK LOGO: USGS
 JP0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0475
 JP0475  HISTORY     - Date     Condition        Report By
 JP0475  HISTORY     - 1971     MONUMENTED       USGS
 JP0475
 JP0475                          STATION DESCRIPTION
 JP0475
 JP0475'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0475'57.8 KM (35.90 MI) NORTH FROM MODENA.
 JP0475'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0475'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 32.4
 JP0475'MILES SOUTH ALONG THE MODENA ROAD, 792 FEET NORTH OF A Y-ROAD
 JP0475'SOUTH-SOUTHWEST, 135 FEET NORTHEAST OF A FENCE, 40 FEET NORTHEAST OF
 JP0475'THE ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED
 JP0475'IN A PIPE PROJECTING 3 INCHES.
 JP0475'THE MARK IS 2 FT  SW FROM  A WITNESS POST
 JP0475'THE MARK IS 2 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0320 ***********************************************************************
 LP0320  DESIGNATION -  145 FMK
 LP0320  PID         -  LP0320
 LP0320  STATE/COUNTY-  UT/TOOELE
 LP0320  COUNTRY     -  US
 LP0320  USGS QUAD   -  CRANER PEAK (2017)
 LP0320
 LP0320                         *CURRENT SURVEY CONTROL
 LP0320  ______________________________________________________________________
 LP0320* NAD 83(1986) POSITION- 40 53 06.63   (N) 112 45 25.41   (W)   HD_HELD1
 LP0320* NAVD 88 ORTHO HEIGHT -  1300.168 (meters)     4265.63  (feet) ADJUSTED
 LP0320  ______________________________________________________________________
 LP0320  GEOID HEIGHT    -        -17.323 (meters)                     GEOID18
 LP0320  DYNAMIC HEIGHT  -       1299.209 (meters)     4262.49  (feet) COMP
 LP0320  MODELED GRAVITY -    979,841.3   (mgal)                       NAVD 88
 LP0320
 LP0320  VERT ORDER      -  SECOND    CLASS 0
 LP0320
 LP0320.The horizontal coordinates were determined by differentially corrected
 LP0320.hand held GPS observations or other comparable positioning techniques
 LP0320.and have an estimated accuracy of +/- 3 meters.
 LP0320
 LP0320.The orthometric height was determined by differential leveling and
 LP0320.adjusted by the NATIONAL GEODETIC SURVEY
 LP0320.in June 1991.
 LP0320
 LP0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0320.GEOID18 height accuracy estimate available here.
 LP0320
 LP0320.Click photographs - Photos may exist for this station.
 LP0320
 LP0320.The dynamic height is computed by dividing the NAVD 88
 LP0320.geopotential number by the normal gravity value computed on the
 LP0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0320.degrees latitude (g = 980.6199 gals.).
 LP0320
 LP0320.The modeled gravity was interpolated from observed gravity values.
 LP0320
 LP0320;                    North         East    Units  Estimated Accuracy
 LP0320;SPC UT C     - 2,284,065.1     394,050.2     MT  (+/- 3 meters HH1 GPS) 
 LP0320
 LP0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL5196927496(NAD 83)
 LP0320
 LP0320                          SUPERSEDED SURVEY CONTROL
 LP0320
 LP0320  NGVD 29 (??/??/92) 1299.173  (m)         4262.37   (f) ADJ UNCH    2 0
 LP0320
 LP0320.Superseded values are not recommended for survey control.
 LP0320
 LP0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0320.See file dsdata.pdf to determine how the superseded data were derived.
 LP0320
 LP0320_MARKER: DB = BENCH MARK DISK
 LP0320_SETTING: 66 = SET IN ROCK OUTCROP
 LP0320_STAMPING: 145 FMK 1966
 LP0320_MARK LOGO: USGS
 LP0320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0320+STABILITY: POSITION/ELEVATION WELL
 LP0320
 LP0320  HISTORY     - Date     Condition        Report By
 LP0320  HISTORY     - 1966     MONUMENTED       USGS
 LP0320
 LP0320                          STATION DESCRIPTION
 LP0320
 LP0320'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LP0320'18.0 KM (11.20 MI) NORTH FROM DELLE.
 LP0320'4.7 MILES SOUTH OF GOVERNMENT WELL, 1 MILE NORTH OF FERA WELL NO.
 LP0320'80, 34 FEET WEST OF THE ROAD, IN THE TOP OF A THE SMALLER OF A PAIR
 LP0320'OF ROCK OUTCROPS.
 LP0320'THE MARK IS 4 FT  S FROM  A WITNESS POST
 LP0320'THE MARK IS 3 FT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JP0476 ***********************************************************************
 JP0476  DESIGNATION -  146 DOR
 JP0476  PID         -  JP0476
 JP0476  STATE/COUNTY-  UT/BEAVER
 JP0476  COUNTRY     -  US
 JP0476  USGS QUAD   -  GLEASON BASIN (2018)
 JP0476
 JP0476                         *CURRENT SURVEY CONTROL
 JP0476  ______________________________________________________________________
 JP0476* NAD 83(1986) POSITION- 38 17 38.     (N) 114 00 34.     (W)   SCALED
 JP0476* NAVD 88 ORTHO HEIGHT -  1870.199 (meters)     6135.81  (feet) POSTED
 JP0476  ______________________________________________________________________
 JP0476  GEOID HEIGHT    -        -21.652 (meters)                     GEOID18
 JP0476  DYNAMIC HEIGHT  -       1868.09  (meters)     6128.9   (feet) COMP
 JP0476  MODELED GRAVITY -    979,432.6   (mgal)                       NAVD 88
 JP0476
 JP0476  VERT ORDER      -  * POSTED, SEE BELOW
 JP0476
 JP0476.The horizontal coordinates were scaled from a map and have
 JP0476.an estimated accuracy of +/- 6 seconds.
 JP0476
 JP0476.The orthometric height was determined by differential leveling
 JP0476.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JP0476
 JP0476.* This is a POSTED BENCH MARK height.
 JP0476
 JP0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 JP0476.GEOID18 height accuracy estimate available here.
 JP0476
 JP0476.Click photographs - Photos may exist for this station.
 JP0476
 JP0476.The dynamic height is computed by dividing the NAVD 88
 JP0476.geopotential number by the normal gravity value computed on the
 JP0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0476.degrees latitude (g = 980.6199 gals.).
 JP0476
 JP0476.The modeled gravity was interpolated from observed gravity values.
 JP0476
 JP0476;                    North         East    Units  Estimated Accuracy
 JP0476;SPC UT S     - 3,183,550.      280,500.      MT  (+/- 180 meters Scaled)
 JP0476
 JP0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC615426(NAD 83)
 JP0476
 JP0476                          SUPERSEDED SURVEY CONTROL
 JP0476
 JP0476.No superseded survey control is available for this station.
 JP0476
 JP0476_MARKER: DB = BENCH MARK DISK
 JP0476_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0476_STAMPING: 146 DOR 1971 6132
 JP0476_MARK LOGO: USGS
 JP0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0476
 JP0476  HISTORY     - Date     Condition        Report By
 JP0476  HISTORY     - 1971     MONUMENTED       USGS
 JP0476
 JP0476                          STATION DESCRIPTION
 JP0476
 JP0476'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0476'59.7 KM (37.10 MI) NORTH FROM MODENA.
 JP0476'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0476'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 31.2
 JP0476'MILES SOUTH ALONG THE MODENA ROAD TO A CATTLEGUARD, 68 FEET WEST OF A
 JP0476'SIGN SAYING PINE VALLEY ROAD 21 VANCES SPRING 11 RYAN SPRING 5
 JP0476'UTAH-NEVADA STATE LINE 6, 50 FEET EAST OF A LOADING CHUTE, 40 FEET
 JP0476'WEST OF THE ROAD, 0.5 FEET NORTH OF A FENCE.  A COPPER-CLAD STEEL ROD
 JP0476'DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JP0476'THE MARK IS 0.5 FT  N FROM  A WITNESS POST
 JP0476'THE MARK IS 2.5 FT BELOW ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0321 ***********************************************************************
 LP0321  DESIGNATION -  146 FMK
 LP0321  PID         -  LP0321
 LP0321  STATE/COUNTY-  UT/TOOELE
 LP0321  COUNTRY     -  US
 LP0321  USGS QUAD   -  DELLE (2017)
 LP0321
 LP0321                         *CURRENT SURVEY CONTROL
 LP0321  ______________________________________________________________________
 LP0321* NAD 83(1986) POSITION- 40 52 03.78   (N) 112 45 09.45   (W)   HD_HELD1
 LP0321* NAVD 88 ORTHO HEIGHT -  1301.028 (meters)     4268.46  (feet) ADJUSTED
 LP0321  ______________________________________________________________________
 LP0321  GEOID HEIGHT    -        -17.341 (meters)                     GEOID18
 LP0321  DYNAMIC HEIGHT  -       1300.064 (meters)     4265.29  (feet) COMP
 LP0321  MODELED GRAVITY -    979,837.9   (mgal)                       NAVD 88
 LP0321
 LP0321  VERT ORDER      -  SECOND    CLASS 0
 LP0321
 LP0321.The horizontal coordinates were determined by differentially corrected
 LP0321.hand held GPS observations or other comparable positioning techniques
 LP0321.and have an estimated accuracy of +/- 3 meters.
 LP0321
 LP0321.The orthometric height was determined by differential leveling and
 LP0321.adjusted by the NATIONAL GEODETIC SURVEY
 LP0321.in June 1991.
 LP0321
 LP0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0321.GEOID18 height accuracy estimate available here.
 LP0321
 LP0321.Click photographs - Photos may exist for this station.
 LP0321
 LP0321.The dynamic height is computed by dividing the NAVD 88
 LP0321.geopotential number by the normal gravity value computed on the
 LP0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0321.degrees latitude (g = 980.6199 gals.).
 LP0321
 LP0321.The modeled gravity was interpolated from observed gravity values.
 LP0321
 LP0321;                    North         East    Units  Estimated Accuracy
 LP0321;SPC UT C     - 2,282,121.1     394,396.7     MT  (+/- 3 meters HH1 GPS) 
 LP0321
 LP0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL5230325550(NAD 83)
 LP0321
 LP0321                          SUPERSEDED SURVEY CONTROL
 LP0321
 LP0321  NGVD 29 (??/??/92) 1300.030  (m)         4265.18   (f) ADJ UNCH    2 0
 LP0321
 LP0321.Superseded values are not recommended for survey control.
 LP0321
 LP0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0321.See file dsdata.pdf to determine how the superseded data were derived.
 LP0321
 LP0321_MARKER: DB = BENCH MARK DISK
 LP0321_SETTING: 66 = SET IN ROCK OUTCROP
 LP0321_STAMPING: 146 FMK 1966
 LP0321_MARK LOGO: USGS
 LP0321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0321+STABILITY: POSITION/ELEVATION WELL
 LP0321
 LP0321  HISTORY     - Date     Condition        Report By
 LP0321  HISTORY     - 1966     MONUMENTED       USGS
 LP0321
 LP0321                          STATION DESCRIPTION
 LP0321
 LP0321'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LP0321'15.9 KM (9.90 MI) NORTH FROM DELLE.
 LP0321'0.3 MILES SOUTH OF FERA WELL NO. 80, IN THE END OF A SMALL RIDGE ON
 LP0321'A SMALL MOUNTAIN, 134 FEET WEST AND 40 FEET SOUTH OF THE INTERSECTION
 LP0321'OF THE ROAD TO FERA AND A DIM TRAIL NORTH.
 LP0321'THE MARK IS 4 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0246 ***********************************************************************
 JM0246  DESIGNATION -  1460 12 8
 JM0246  PID         -  JM0246
 JM0246  STATE/COUNTY-  UT/SAN JUAN
 JM0246  COUNTRY     -  US
 JM0246  USGS QUAD   -  HATCH ROCK (2017)
 JM0246
 JM0246                         *CURRENT SURVEY CONTROL
 JM0246  ______________________________________________________________________
 JM0246* NAD 83(1986) POSITION- 38 14 55.     (N) 109 23 12.     (W)   SCALED
 JM0246* NAVD 88 ORTHO HEIGHT -  1807.009 (meters)     5928.50  (feet) ADJUSTED
 JM0246  ______________________________________________________________________
 JM0246  GEOID HEIGHT    -        -19.025 (meters)                     GEOID18
 JM0246  DYNAMIC HEIGHT  -       1805.008 (meters)     5921.93  (feet) COMP
 JM0246  MODELED GRAVITY -    979,457.6   (mgal)                       NAVD 88
 JM0246
 JM0246  VERT ORDER      -  FIRST     CLASS II
 JM0246
 JM0246.The horizontal coordinates were scaled from a map and have
 JM0246.an estimated accuracy of +/- 6 seconds.
 JM0246
 JM0246.The orthometric height was determined by differential leveling and
 JM0246.adjusted by the NATIONAL GEODETIC SURVEY
 JM0246.in June 1991.
 JM0246
 JM0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0246.GEOID18 height accuracy estimate available here.
 JM0246
 JM0246.Click photographs - Photos may exist for this station.
 JM0246
 JM0246.The dynamic height is computed by dividing the NAVD 88
 JM0246.geopotential number by the normal gravity value computed on the
 JM0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0246.degrees latitude (g = 980.6199 gals.).
 JM0246
 JM0246.The modeled gravity was interpolated from observed gravity values.
 JM0246
 JM0246;                    North         East    Units  Estimated Accuracy
 JM0246;SPC UT S     - 3,177,660.      684,970.      MT  (+/- 180 meters Scaled)
 JM0246
 JM0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH411346(NAD 83)
 JM0246
 JM0246                          SUPERSEDED SURVEY CONTROL
 JM0246
 JM0246  NGVD 29 (??/??/92) 1805.961  (m)         5925.06   (f) ADJ UNCH    1 2
 JM0246
 JM0246.Superseded values are not recommended for survey control.
 JM0246
 JM0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0246.See file dsdata.pdf to determine how the superseded data were derived.
 JM0246
 JM0246_MARKER: P = PIPE CAP
 JM0246_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0246_MARK LOGO: UTDH
 JM0246_MAGNETIC: P = MARKER IS A STEEL PIPE
 JM0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0246
 JM0246  HISTORY     - Date     Condition        Report By
 JM0246  HISTORY     - UNK      MONUMENTED       UTDH
 JM0246  HISTORY     - 1934     GOOD             CGS
 JM0246
 JM0246                          STATION DESCRIPTION
 JM0246
 JM0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0246'27.4 MI N FROM MONTICELLO.
 JM0246'27.4 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 JM0246'MONTICELLO, SAN JUAN COUNTY, AT THE SOUTH POINT OF A CURVE, 150 FEET
 JM0246'SOUTH OF THE CREST OF A HILL, AND 40 FEET WEST OF THE CENTERLINE OF
 JM0246'THE HIGHWAY.  A UTAH STATE HIGHWAY DEPARTMENT STANDARD CAP, FASTENED
 JM0246'ON THE TOP OF A 1-1/2 INCH IRON PIPE PAINTED WHITE AND PROJECTING 1
 JM0246'FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JP0477 ***********************************************************************
 JP0477  DESIGNATION -  147 DOR
 JP0477  PID         -  JP0477
 JP0477  STATE/COUNTY-  UT/BEAVER
 JP0477  COUNTRY     -  US
 JP0477  USGS QUAD   -  GLEASON BASIN (2018)
 JP0477
 JP0477                         *CURRENT SURVEY CONTROL
 JP0477  ______________________________________________________________________
 JP0477* NAD 83(1986) POSITION- 38 18 28.     (N) 114 00 50.     (W)   SCALED
 JP0477* NAVD 88 ORTHO HEIGHT -  1862.476 (meters)     6110.47  (feet) POSTED
 JP0477  ______________________________________________________________________
 JP0477  GEOID HEIGHT    -        -21.620 (meters)                     GEOID18
 JP0477  DYNAMIC HEIGHT  -       1860.37  (meters)     6103.6   (feet) COMP
 JP0477  MODELED GRAVITY -    979,434.0   (mgal)                       NAVD 88
 JP0477
 JP0477  VERT ORDER      -  * POSTED, SEE BELOW
 JP0477
 JP0477.The horizontal coordinates were scaled from a map and have
 JP0477.an estimated accuracy of +/- 6 seconds.
 JP0477
 JP0477.The orthometric height was determined by differential leveling
 JP0477.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JP0477
 JP0477.* This is a POSTED BENCH MARK height.
 JP0477
 JP0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 JP0477.GEOID18 height accuracy estimate available here.
 JP0477
 JP0477.Click photographs - Photos may exist for this station.
 JP0477
 JP0477.The dynamic height is computed by dividing the NAVD 88
 JP0477.geopotential number by the normal gravity value computed on the
 JP0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0477.degrees latitude (g = 980.6199 gals.).
 JP0477
 JP0477.The modeled gravity was interpolated from observed gravity values.
 JP0477
 JP0477;                    North         East    Units  Estimated Accuracy
 JP0477;SPC UT S     - 3,185,100.      280,150.      MT  (+/- 180 meters Scaled)
 JP0477
 JP0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC611441(NAD 83)
 JP0477
 JP0477                          SUPERSEDED SURVEY CONTROL
 JP0477
 JP0477.No superseded survey control is available for this station.
 JP0477
 JP0477_MARKER: DB = BENCH MARK DISK
 JP0477_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0477_STAMPING: 147 DOR 1971 6106
 JP0477_MARK LOGO: USGS
 JP0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0477
 JP0477  HISTORY     - Date     Condition        Report By
 JP0477  HISTORY     - 1971     MONUMENTED       USGS
 JP0477
 JP0477                          STATION DESCRIPTION
 JP0477
 JP0477'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0477'61.2 KM (38.00 MI) NORTH FROM MODENA.
 JP0477'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0477'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 30.2
 JP0477'MILES SOUTH ALONG THE MODENA ROAD TO THE TOP OF A SLIGHT RISE, 52
 JP0477'FEET EAST-NORTHEAST OF THE ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO
 JP0477'AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JP0477'THE MARK IS 2 FT  W FROM  A WITNESS POST
 JP0477'THE MARK IS 2 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0323 ***********************************************************************
 LP0323  DESIGNATION -  147 FMK
 LP0323  PID         -  LP0323
 LP0323  STATE/COUNTY-  UT/TOOELE
 LP0323  COUNTRY     -  US
 LP0323  USGS QUAD   -  DELLE (2017)
 LP0323
 LP0323                         *CURRENT SURVEY CONTROL
 LP0323  ______________________________________________________________________
 LP0323* NAD 83(1986) POSITION- 40 51 05.31   (N) 112 45 03.36   (W)   HD_HELD1
 LP0323* NAVD 88 ORTHO HEIGHT -  1302.781 (meters)     4274.21  (feet) ADJUSTED
 LP0323  ______________________________________________________________________
 LP0323  GEOID HEIGHT    -        -17.354 (meters)                     GEOID18
 LP0323  DYNAMIC HEIGHT  -       1301.813 (meters)     4271.03  (feet) COMP
 LP0323  MODELED GRAVITY -    979,835.7   (mgal)                       NAVD 88
 LP0323
 LP0323  VERT ORDER      -  SECOND    CLASS 0
 LP0323
 LP0323.The horizontal coordinates were determined by differentially corrected
 LP0323.hand held GPS observations or other comparable positioning techniques
 LP0323.and have an estimated accuracy of +/- 3 meters.
 LP0323
 LP0323.The orthometric height was determined by differential leveling and
 LP0323.adjusted by the NATIONAL GEODETIC SURVEY
 LP0323.in June 1991.
 LP0323
 LP0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0323.GEOID18 height accuracy estimate available here.
 LP0323
 LP0323.Click photographs - Photos may exist for this station.
 LP0323
 LP0323.The dynamic height is computed by dividing the NAVD 88
 LP0323.geopotential number by the normal gravity value computed on the
 LP0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0323.degrees latitude (g = 980.6199 gals.).
 LP0323
 LP0323.The modeled gravity was interpolated from observed gravity values.
 LP0323
 LP0323;                    North         East    Units  Estimated Accuracy
 LP0323;SPC UT C     - 2,280,315.5     394,514.1     MT  (+/- 3 meters HH1 GPS) 
 LP0323
 LP0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL5241023744(NAD 83)
 LP0323
 LP0323                          SUPERSEDED SURVEY CONTROL
 LP0323
 LP0323  NGVD 29 (??/??/92) 1301.80   (m)         4271.0    (f) COMPUTED    2 0
 LP0323
 LP0323.Superseded values are not recommended for survey control.
 LP0323
 LP0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0323.See file dsdata.pdf to determine how the superseded data were derived.
 LP0323
 LP0323_MARKER: DB = BENCH MARK DISK
 LP0323_SETTING: 66 = SET IN ROCK OUTCROP
 LP0323_STAMPING: 147 FMK 1966
 LP0323_MARK LOGO: USGS
 LP0323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0323+STABILITY: POSITION/ELEVATION WELL
 LP0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0323+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 LP0323
 LP0323  HISTORY     - Date     Condition        Report By
 LP0323  HISTORY     - 1966     MONUMENTED       USGS
 LP0323  HISTORY     - 20060916 GOOD             INDIV
 LP0323
 LP0323                          STATION DESCRIPTION
 LP0323
 LP0323'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LP0323'11.6 KM (7.20 MI) NORTH FROM DELLE.
 LP0323'1.4 MILES SOUTH OF FERA WELL NO. 80, 7.2 MILES NORTH OF DELLE
 LP0323'STATION ON THE WESTERN PACIFIC RAILROAD, 79 FEET WEST OF THE ROAD, IN
 LP0323'A ROCK OUTCROP.
 LP0323'THE MARK IS 2 FT  N FROM  A WITNESS POST
 LP0323'THE MARK IS 01.5 FT ABOVE GROUND.
 LP0323
 LP0323                          STATION RECOVERY (2006)
 LP0323
 LP0323'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RW)
 LP0323'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JP0478 ***********************************************************************
 JP0478  DESIGNATION -  148 DOR
 JP0478  PID         -  JP0478
 JP0478  STATE/COUNTY-  UT/BEAVER
 JP0478  COUNTRY     -  US
 JP0478  USGS QUAD   -  GLEASON BASIN (2018)
 JP0478
 JP0478                         *CURRENT SURVEY CONTROL
 JP0478  ______________________________________________________________________
 JP0478* NAD 83(1986) POSITION- 38 19 20.     (N) 114 01 14.     (W)   SCALED
 JP0478* NAVD 88 ORTHO HEIGHT -  1850.591 (meters)     6071.48  (feet) POSTED
 JP0478  ______________________________________________________________________
 JP0478  GEOID HEIGHT    -        -21.589 (meters)                     GEOID18
 JP0478  DYNAMIC HEIGHT  -       1848.51  (meters)     6064.7   (feet) COMP
 JP0478  MODELED GRAVITY -    979,436.8   (mgal)                       NAVD 88
 JP0478
 JP0478  VERT ORDER      -  * POSTED, SEE BELOW
 JP0478
 JP0478.The horizontal coordinates were scaled from a map and have
 JP0478.an estimated accuracy of +/- 6 seconds.
 JP0478
 JP0478.The orthometric height was determined by differential leveling
 JP0478.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JP0478
 JP0478.* This is a POSTED BENCH MARK height.
 JP0478
 JP0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 JP0478.GEOID18 height accuracy estimate available here.
 JP0478
 JP0478.Click photographs - Photos may exist for this station.
 JP0478
 JP0478.The dynamic height is computed by dividing the NAVD 88
 JP0478.geopotential number by the normal gravity value computed on the
 JP0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0478.degrees latitude (g = 980.6199 gals.).
 JP0478
 JP0478.The modeled gravity was interpolated from observed gravity values.
 JP0478
 JP0478;                    North         East    Units  Estimated Accuracy
 JP0478;SPC UT S     - 3,186,720.      279,610.      MT  (+/- 180 meters Scaled)
 JP0478
 JP0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC604457(NAD 83)
 JP0478
 JP0478                          SUPERSEDED SURVEY CONTROL
 JP0478
 JP0478.No superseded survey control is available for this station.
 JP0478
 JP0478_MARKER: DB = BENCH MARK DISK
 JP0478_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0478_STAMPING: 148 DOR 1971 6067
 JP0478_MARK LOGO: USGS
 JP0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0478
 JP0478  HISTORY     - Date     Condition        Report By
 JP0478  HISTORY     - 1971     MONUMENTED       USGS
 JP0478
 JP0478                          STATION DESCRIPTION
 JP0478
 JP0478'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0478'62.9 KM (39.10 MI) NORTH FROM MODENA.
 JP0478'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0478'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 29.1
 JP0478'MILES SOUTH ALONG THE MODENA ROAD TO THE TOP OF A SLIGHT RISE, 50
 JP0478'FEET SOUTHWEST OF THE ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN
 JP0478'UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JP0478'THE MARK IS 2 FT  NE FROM  A WITNESS POST
 JP0478'THE MARK IS 3 FT BELOW ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0324 ***********************************************************************
 LP0324  DESIGNATION -  148 FMK
 LP0324  PID         -  LP0324
 LP0324  STATE/COUNTY-  UT/TOOELE
 LP0324  COUNTRY     -  US
 LP0324  USGS QUAD   -  POVERTY POINT (2017)
 LP0324
 LP0324                         *CURRENT SURVEY CONTROL
 LP0324  ______________________________________________________________________
 LP0324* NAD 83(1986) POSITION- 40 49 56.47   (N) 112 44 34.12   (W)   HD_HELD1
 LP0324* NAVD 88 ORTHO HEIGHT -  1306.424 (meters)     4286.16  (feet) ADJUSTED
 LP0324  ______________________________________________________________________
 LP0324  GEOID HEIGHT    -        -17.387 (meters)                     GEOID18
 LP0324  DYNAMIC HEIGHT  -       1305.450 (meters)     4282.96  (feet) COMP
 LP0324  MODELED GRAVITY -    979,833.5   (mgal)                       NAVD 88
 LP0324
 LP0324  VERT ORDER      -  SECOND    CLASS 0
 LP0324
 LP0324.The horizontal coordinates were determined by differentially corrected
 LP0324.hand held GPS observations or other comparable positioning techniques
 LP0324.and have an estimated accuracy of +/- 3 meters.
 LP0324
 LP0324.The orthometric height was determined by differential leveling and
 LP0324.adjusted by the NATIONAL GEODETIC SURVEY
 LP0324.in June 1991.
 LP0324
 LP0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0324.GEOID18 height accuracy estimate available here.
 LP0324
 LP0324.Click photographs - Photos may exist for this station.
 LP0324
 LP0324.The dynamic height is computed by dividing the NAVD 88
 LP0324.geopotential number by the normal gravity value computed on the
 LP0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0324.degrees latitude (g = 980.6199 gals.).
 LP0324
 LP0324.The modeled gravity was interpolated from observed gravity values.
 LP0324
 LP0324;                    North         East    Units  Estimated Accuracy
 LP0324;SPC UT C     - 2,278,182.5     395,169.4     MT  (+/- 3 meters HH1 GPS) 
 LP0324
 LP0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL5305221608(NAD 83)
 LP0324
 LP0324                          SUPERSEDED SURVEY CONTROL
 LP0324
 LP0324  NGVD 29 (??/??/92) 1305.44   (m)         4282.9    (f) COMPUTED    2 0
 LP0324
 LP0324.Superseded values are not recommended for survey control.
 LP0324
 LP0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0324.See file dsdata.pdf to determine how the superseded data were derived.
 LP0324
 LP0324_MARKER: DB = BENCH MARK DISK
 LP0324_SETTING: 66 = SET IN ROCK OUTCROP
 LP0324_STAMPING: 148 FMK 1966
 LP0324_MARK LOGO: USGS
 LP0324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0324+STABILITY: POSITION/ELEVATION WELL
 LP0324
 LP0324  HISTORY     - Date     Condition        Report By
 LP0324  HISTORY     - 1966     MONUMENTED       USGS
 LP0324
 LP0324                          STATION DESCRIPTION
 LP0324
 LP0324'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LP0324'10.3 KM (6.40 MI) NNE FROM DELLE.
 LP0324'0.4 MILES EAST OF DELLE STATION, ALONG THE NORTH SIDE OF THE WESTERN
 LP0324'PACIFIC RAILROAD, THENCE 6 MILES NORTH, NEAR THE INTERSECTION OF A
 LP0324'DITCH SOUTHWEST AND THE NORTH-SOUTH ROAD, NEAR THE END OF A RIDGE,
 LP0324'275 FEET SOUTH OF THE 1/4 COR. OF SEC. 9 AND 10 AND 140 FEET WEST
 LP0324'OF THE INTERSECTION, IN A FLAT AREA OF ROCK.
 LP0324'THE MARK IS 10 FT  N FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JP0479 ***********************************************************************
 JP0479  DESIGNATION -  149 DOR
 JP0479  PID         -  JP0479
 JP0479  STATE/COUNTY-  UT/BEAVER
 JP0479  COUNTRY     -  US
 JP0479  USGS QUAD   -  GLEASON BASIN (2018)
 JP0479
 JP0479                         *CURRENT SURVEY CONTROL
 JP0479  ______________________________________________________________________
 JP0479* NAD 83(1986) POSITION- 38 20 03.     (N) 114 01 45.     (W)   SCALED
 JP0479* NAVD 88 ORTHO HEIGHT -  1850.456 (meters)     6071.04  (feet) POSTED
 JP0479  ______________________________________________________________________
 JP0479  GEOID HEIGHT    -        -21.570 (meters)                     GEOID18
 JP0479  DYNAMIC HEIGHT  -       1848.38  (meters)     6064.2   (feet) COMP
 JP0479  MODELED GRAVITY -    979,440.7   (mgal)                       NAVD 88
 JP0479
 JP0479  VERT ORDER      -  * POSTED, SEE BELOW
 JP0479
 JP0479.The horizontal coordinates were scaled from a map and have
 JP0479.an estimated accuracy of +/- 6 seconds.
 JP0479
 JP0479.The orthometric height was determined by differential leveling
 JP0479.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JP0479
 JP0479.* This is a POSTED BENCH MARK height.
 JP0479
 JP0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 JP0479.GEOID18 height accuracy estimate available here.
 JP0479
 JP0479.Click photographs - Photos may exist for this station.
 JP0479
 JP0479.The dynamic height is computed by dividing the NAVD 88
 JP0479.geopotential number by the normal gravity value computed on the
 JP0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0479.degrees latitude (g = 980.6199 gals.).
 JP0479
 JP0479.The modeled gravity was interpolated from observed gravity values.
 JP0479
 JP0479;                    North         East    Units  Estimated Accuracy
 JP0479;SPC UT S     - 3,188,060.      278,900.      MT  (+/- 180 meters Scaled)
 JP0479
 JP0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC596470(NAD 83)
 JP0479
 JP0479                          SUPERSEDED SURVEY CONTROL
 JP0479
 JP0479.No superseded survey control is available for this station.
 JP0479
 JP0479_MARKER: DB = BENCH MARK DISK
 JP0479_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0479_STAMPING: 149 DOR 1971 6067
 JP0479_MARK LOGO: USGS
 JP0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0479
 JP0479  HISTORY     - Date     Condition        Report By
 JP0479  HISTORY     - 1971     MONUMENTED       USGS
 JP0479
 JP0479                          STATION DESCRIPTION
 JP0479
 JP0479'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0479'64.5 KM (40.10 MI) NORTH FROM MODENA.
 JP0479'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0479'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 28.1
 JP0479'MILES SOUTH ALONG THE NODENA ROAD TO THE TOP OF A SLIGHT RISE, 90
 JP0479'FEET NORTH OF A Y-ROAD NORTHEAST AND A DRAIN CROSSING, 36 FEET
 JP0479'NORTHEAST OF THE ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN
 JP0479'DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JP0479'THE MARK IS 2 FT  W FROM  A WITNESS POST
 JP0479'THE MARK IS 2.5 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0325 ***********************************************************************
 LP0325  DESIGNATION -  149 FMK
 LP0325  PID         -  LP0325
 LP0325  STATE/COUNTY-  UT/TOOELE
 LP0325  COUNTRY     -  US
 LP0325  USGS QUAD   -  POVERTY POINT (2017)
 LP0325
 LP0325                         *CURRENT SURVEY CONTROL
 LP0325  ______________________________________________________________________
 LP0325* NAD 83(1986) POSITION- 40 48 54.03   (N) 112 44 35.61   (W)   HD_HELD1
 LP0325* NAVD 88 ORTHO HEIGHT -  1301.844 (meters)     4271.13  (feet) ADJUSTED
 LP0325  ______________________________________________________________________
 LP0325  GEOID HEIGHT    -        -17.406 (meters)                     GEOID18
 LP0325  DYNAMIC HEIGHT  -       1300.872 (meters)     4267.94  (feet) COMP
 LP0325  MODELED GRAVITY -    979,832.5   (mgal)                       NAVD 88
 LP0325
 LP0325  VERT ORDER      -  SECOND    CLASS 0
 LP0325
 LP0325.The horizontal coordinates were determined by differentially corrected
 LP0325.hand held GPS observations or other comparable positioning techniques
 LP0325.and have an estimated accuracy of +/- 3 meters.
 LP0325
 LP0325.The orthometric height was determined by differential leveling and
 LP0325.adjusted by the NATIONAL GEODETIC SURVEY
 LP0325.in June 1991.
 LP0325
 LP0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0325.GEOID18 height accuracy estimate available here.
 LP0325
 LP0325.Click photographs - Photos may exist for this station.
 LP0325
 LP0325.The dynamic height is computed by dividing the NAVD 88
 LP0325.geopotential number by the normal gravity value computed on the
 LP0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0325.degrees latitude (g = 980.6199 gals.).
 LP0325
 LP0325.The modeled gravity was interpolated from observed gravity values.
 LP0325
 LP0325;                    North         East    Units  Estimated Accuracy
 LP0325;SPC UT C     - 2,276,257.0     395,107.8     MT  (+/- 3 meters HH1 GPS) 
 LP0325
 LP0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL5297919683(NAD 83)
 LP0325
 LP0325                          SUPERSEDED SURVEY CONTROL
 LP0325
 LP0325  NGVD 29 (??/??/92) 1300.86   (m)         4267.9    (f) COMPUTED    2 0
 LP0325
 LP0325.Superseded values are not recommended for survey control.
 LP0325
 LP0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0325.See file dsdata.pdf to determine how the superseded data were derived.
 LP0325
 LP0325_MARKER: DB = BENCH MARK DISK
 LP0325_SETTING: 66 = SET IN ROCK OUTCROP
 LP0325_STAMPING: 149 FMK 1966
 LP0325_MARK LOGO: USGS
 LP0325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0325+STABILITY: POSITION/ELEVATION WELL
 LP0325
 LP0325  HISTORY     - Date     Condition        Report By
 LP0325  HISTORY     - 1966     MONUMENTED       USGS
 LP0325
 LP0325                          STATION DESCRIPTION
 LP0325
 LP0325'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LP0325'8.5 KM (5.30 MI) NNE FROM DELLE.
 LP0325'0.4 MILES EAST OF DELLE STATION, ALONG THE NORTH SIDE OF THE
 LP0325'RAILROAD,THENCE 4.8 MILES NORTH, IN A AREA OF FALLEN ROCK, 103 FEET
 LP0325'WEST OF THE ROAD, IN A ROCK OUTCROP.
 LP0325'THE MARK IS 2 FT  W FROM  A WITNESS POST
 LP0325'THE MARK IS 11 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0637 ***********************************************************************
 JO0637  DESIGNATION -  15 DOR
 JO0637  PID         -  JO0637
 JO0637  STATE/COUNTY-  UT/BEAVER
 JO0637  COUNTRY     -  US
 JO0637  USGS QUAD   -  PINE GROVE RESERVOIR (2017)
 JO0637
 JO0637                         *CURRENT SURVEY CONTROL
 JO0637  ______________________________________________________________________
 JO0637* NAD 83(1986) POSITION- 38 20 14.     (N) 113 43 13.     (W)   SCALED
 JO0637* NAVD 88 ORTHO HEIGHT -  1780.537 (meters)     5841.65  (feet) POSTED
 JO0637  ______________________________________________________________________
 JO0637  GEOID HEIGHT    -        -21.513 (meters)                     GEOID18
 JO0637  DYNAMIC HEIGHT  -       1778.55  (meters)     5835.1   (feet) COMP
 JO0637  MODELED GRAVITY -    979,450.1   (mgal)                       NAVD 88
 JO0637
 JO0637  VERT ORDER      -  * POSTED, SEE BELOW
 JO0637
 JO0637.The horizontal coordinates were scaled from a map and have
 JO0637.an estimated accuracy of +/- 6 seconds.
 JO0637
 JO0637.The orthometric height was determined by differential leveling
 JO0637.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0637
 JO0637.* This is a POSTED BENCH MARK height.
 JO0637
 JO0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0637.GEOID18 height accuracy estimate available here.
 JO0637
 JO0637.Click photographs - Photos may exist for this station.
 JO0637
 JO0637.The dynamic height is computed by dividing the NAVD 88
 JO0637.geopotential number by the normal gravity value computed on the
 JO0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0637.degrees latitude (g = 980.6199 gals.).
 JO0637
 JO0637.The modeled gravity was interpolated from observed gravity values.
 JO0637
 JO0637;                    North         East    Units  Estimated Accuracy
 JO0637;SPC UT S     - 3,187,710.      305,900.      MT  (+/- 180 meters Scaled)
 JO0637
 JO0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH622467(NAD 83)
 JO0637
 JO0637                          SUPERSEDED SURVEY CONTROL
 JO0637
 JO0637.No superseded survey control is available for this station.
 JO0637
 JO0637_MARKER: DB = BENCH MARK DISK
 JO0637_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0637_STAMPING: 15 DOR 1971 5838
 JO0637_MARK LOGO: USGS
 JO0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0637
 JO0637  HISTORY     - Date     Condition        Report By
 JO0637  HISTORY     - 1971     MONUMENTED       USGS
 JO0637
 JO0637                          STATION DESCRIPTION
 JO0637
 JO0637'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0637'55.7 KM (34.60 MI) NNW FROM LUND.
 JO0637'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0637'AND PINE VALLEY ROAD, PROCEED 34.6 MILES WEST AND NORTH ALONG PINE
 JO0637'VALLEY ROAD TO A POINT 0.7 MILES NORTH OF A CATTLEGUARD, 64 FEET WEST
 JO0637'OF THE CENTER OF THE CENTER ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO
 JO0637'AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JO0637'THE MARK IS 1.7 FT  E FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HP0504 ***********************************************************************
 HP0504  DESIGNATION -  15 DOR
 HP0504  PID         -  HP0504
 HP0504  STATE/COUNTY-  UT/IRON
 HP0504  COUNTRY     -  US
 HP0504  USGS QUAD   -  UVADA (2017)
 HP0504
 HP0504                         *CURRENT SURVEY CONTROL
 HP0504  ______________________________________________________________________
 HP0504* NAD 83(1986) POSITION- 37 43 06.     (N) 114 02 43.     (W)   SCALED
 HP0504* NAVD 88 ORTHO HEIGHT -  1725.847 (meters)     5662.22  (feet) POSTED
 HP0504  ______________________________________________________________________
 HP0504  GEOID HEIGHT    -        -23.242 (meters)                     GEOID18
 HP0504  DYNAMIC HEIGHT  -       1723.87  (meters)     5655.7   (feet) COMP
 HP0504  MODELED GRAVITY -    979,420.8   (mgal)                       NAVD 88
 HP0504
 HP0504  VERT ORDER      -  * POSTED, SEE BELOW
 HP0504
 HP0504.The horizontal coordinates were scaled from a map and have
 HP0504.an estimated accuracy of +/- 6 seconds.
 HP0504
 HP0504.The orthometric height was determined by differential leveling
 HP0504.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HP0504
 HP0504.* This is a POSTED BENCH MARK height.
 HP0504
 HP0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 HP0504.GEOID18 height accuracy estimate available here.
 HP0504
 HP0504.Click photographs - Photos may exist for this station.
 HP0504
 HP0504.The dynamic height is computed by dividing the NAVD 88
 HP0504.geopotential number by the normal gravity value computed on the
 HP0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0504.degrees latitude (g = 980.6199 gals.).
 HP0504
 HP0504.The modeled gravity was interpolated from observed gravity values.
 HP0504
 HP0504;                    North         East    Units  Estimated Accuracy
 HP0504;SPC UT S     - 3,119,770.      275,630.      MT  (+/- 180 meters Scaled)
 HP0504
 HP0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB604786(NAD 83)
 HP0504
 HP0504                          SUPERSEDED SURVEY CONTROL
 HP0504
 HP0504.No superseded survey control is available for this station.
 HP0504
 HP0504_MARKER: DD = SURVEY DISK
 HP0504_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0504_STAMPING: 15 DOR 1972 5658
 HP0504_MARK LOGO: USGS
 HP0504_PROJECTION: FLUSH
 HP0504_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0504+SATELLITE: SATELLITE OBSERVATIONS - 1972
 HP0504
 HP0504  HISTORY     - Date     Condition        Report By
 HP0504  HISTORY     - 1972     MONUMENTED       USGS
 HP0504
 HP0504                          STATION DESCRIPTION
 HP0504
 HP0504'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (DOR)
 HP0504'FROM UVADA, PROCEED 0.1 MILE SOUTHWEST ALONG THE RAILROAD, 100 FEET
 HP0504'NORTHWEST AND 5.5 FEET LOWER THAN THE MAIN TRACKS, 58 FEET
 HP0504'NORTH-NORTHEAST OF MILEPOST 501, 9 FEET SOUTHWEST OF A GATE, 0.5 FEET
 HP0504'SOUTHEAST OF A FENCE AND WITNESS SIGN, ON A 5/8 INCH COPPER-COATED ROD
 HP0504'DRIVEN TO REFUSAL ENCASED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0552 ***********************************************************************
 MR0552  DESIGNATION -  15 FMK
 MR0552  PID         -  MR0552
 MR0552  STATE/COUNTY-  UT/MORGAN
 MR0552  COUNTRY     -  US
 MR0552  USGS QUAD   -  SNOW BASIN (2017)
 MR0552
 MR0552                         *CURRENT SURVEY CONTROL
 MR0552  ______________________________________________________________________
 MR0552* NAD 83(1986) POSITION- 41 08 19.     (N) 111 51 19.     (W)   SCALED
 MR0552* NAVD 88 ORTHO HEIGHT -  1470.856 (meters)     4825.63  (feet) ADJUSTED
 MR0552  ______________________________________________________________________
 MR0552  GEOID HEIGHT    -        -16.270 (meters)                     GEOID18
 MR0552  DYNAMIC HEIGHT  -       1469.700 (meters)     4821.84  (feet) COMP
 MR0552  MODELED GRAVITY -    979,786.6   (mgal)                       NAVD 88
 MR0552
 MR0552  VERT ORDER      -  FIRST     CLASS II
 MR0552
 MR0552.The horizontal coordinates were scaled from a map and have
 MR0552.an estimated accuracy of +/- 6 seconds.
 MR0552
 MR0552.The orthometric height was determined by differential leveling and
 MR0552.adjusted by the NATIONAL GEODETIC SURVEY
 MR0552.in June 1991.
 MR0552
 MR0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0552.GEOID18 height accuracy estimate available here.
 MR0552
 MR0552.Click photographs - Photos may exist for this station.
 MR0552
 MR0552.The dynamic height is computed by dividing the NAVD 88
 MR0552.geopotential number by the normal gravity value computed on the
 MR0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0552.degrees latitude (g = 980.6199 gals.).
 MR0552
 MR0552.The modeled gravity was interpolated from observed gravity values.
 MR0552
 MR0552;                    North         East    Units  Estimated Accuracy
 MR0552;SPC UT N     - 1,089,490.      470,170.      MT  (+/- 180 meters Scaled)
 MR0552
 MR0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL282544(NAD 83)
 MR0552
 MR0552                          SUPERSEDED SURVEY CONTROL
 MR0552
 MR0552  NGVD 29 (06/08/92) 1469.822  (m)         4822.24   (f) ADJUSTED    1 2
 MR0552
 MR0552.Superseded values are not recommended for survey control.
 MR0552
 MR0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0552.See file dsdata.pdf to determine how the superseded data were derived.
 MR0552
 MR0552_MARKER: DB = BENCH MARK DISK
 MR0552_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MR0552_SP_SET: CURB
 MR0552_STAMPING: 15 FMK 1974
 MR0552_MARK LOGO: USGS
 MR0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0552
 MR0552  HISTORY     - Date     Condition        Report By
 MR0552  HISTORY     - 1974     MONUMENTED       USGS
 MR0552  HISTORY     - 1983     GOOD             NGS
 MR0552
 MR0552                          STATION DESCRIPTION
 MR0552
 MR0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0552'18.6 KM (11.55 MI) SOUT FROM OGDEN.
 MR0552'18.6 KM (11.55 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0552'STATION IN OGDEN, IN TOP OF AND (1.3 FT) WEST OF THE EAST END OF A
 MR0552'CONCRETE CURB OF THE WEST BOUND INTERSTATE HIGHWAY 84 OVERPASS OF THE
 MR0552'RAILROAD AND THE WEBER RIVER, 19.9 METERS (65.3 FT) SOUTHWEST OF THE
 MR0552'NEAR RAIL, AND 5.2 METERS (17.1 FT) SOUTH OF THE CENTERLINE OF THE
 MR0552'WEST BOUND LANES OF THE HIGHWAY.
 MR0552'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HP0424 ***********************************************************************
 HP0424  DESIGNATION -  15 LRC
 HP0424  PID         -  HP0424
 HP0424  STATE/COUNTY-  UT/WASHINGTON
 HP0424  COUNTRY     -  US
 HP0424  USGS QUAD   -  SCARECROW PEAK (2017)
 HP0424
 HP0424                         *CURRENT SURVEY CONTROL
 HP0424  ______________________________________________________________________
 HP0424* NAD 83(1986) POSITION- 37 09 05.     (N) 114 02 49.     (W)   SCALED
 HP0424* NAVD 88 ORTHO HEIGHT -   989.552 (meters)     3246.56  (feet) POSTED
 HP0424  ______________________________________________________________________
 HP0424  GEOID HEIGHT    -        -25.015 (meters)                     GEOID18
 HP0424  DYNAMIC HEIGHT  -        988.55  (meters)     3243.3   (feet) COMP
 HP0424  MODELED GRAVITY -    979,584.5   (mgal)                       NAVD 88
 HP0424
 HP0424  VERT ORDER      -  * POSTED, SEE BELOW
 HP0424
 HP0424.The horizontal coordinates were scaled from a map and have
 HP0424.an estimated accuracy of +/- 6 seconds.
 HP0424
 HP0424.The orthometric height was determined by differential leveling
 HP0424.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HP0424
 HP0424.* This is a POSTED BENCH MARK height.
 HP0424
 HP0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 HP0424.GEOID18 height accuracy estimate available here.
 HP0424
 HP0424.Click photographs - Photos may exist for this station.
 HP0424
 HP0424.The dynamic height is computed by dividing the NAVD 88
 HP0424.geopotential number by the normal gravity value computed on the
 HP0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0424.degrees latitude (g = 980.6199 gals.).
 HP0424
 HP0424.The modeled gravity was interpolated from observed gravity values.
 HP0424
 HP0424;                    North         East    Units  Estimated Accuracy
 HP0424;SPC UT S     - 3,056,880.      273,770.      MT  (+/- 180 meters Scaled)
 HP0424
 HP0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB622157(NAD 83)
 HP0424
 HP0424                          SUPERSEDED SURVEY CONTROL
 HP0424
 HP0424.No superseded survey control is available for this station.
 HP0424
 HP0424_MARKER: DS = TRIANGULATION STATION DISK
 HP0424_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0424_STAMPING: 15 LRC 1973 3244
 HP0424_MARK LOGO: USGS
 HP0424_PROJECTION: FLUSH
 HP0424_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0424+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0424
 HP0424  HISTORY     - Date     Condition        Report By
 HP0424  HISTORY     - 1973     MONUMENTED       USGS
 HP0424
 HP0424                          STATION DESCRIPTION
 HP0424
 HP0424'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (LRC)
 HP0424'FROM THE POST OFFICE IN MESQUITE, UTAH, PROCEED 33.6 MILES NORTHEAST
 HP0424'ALONG U S HIGHWAY 91 TO A POINT 11.2 MILES NORTHWEST OF CASTLE ROCK
 HP0424'CLIFF, ALONG LYTLE RANCH ROAD TO A Y-ROAD NORTH, THENCE 2.2 MILES
 HP0424'NORTHWEST ALONG A BLM ROAD ACROSS A WASH TO A SLIGHT BEND, 62 FEET
 HP0424'WEST-NORTHWEST OF THE CENTER OF THE ROAD AT A CURVE, ON A 5/8 INCH
 HP0424'COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH
 HP0424'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JP0480 ***********************************************************************
 JP0480  DESIGNATION -  150 DOR
 JP0480  PID         -  JP0480
 JP0480  STATE/COUNTY-  UT/BEAVER
 JP0480  COUNTRY     -  US
 JP0480  USGS QUAD   -  GLEASON BASIN (2018)
 JP0480
 JP0480                         *CURRENT SURVEY CONTROL
 JP0480  ______________________________________________________________________
 JP0480* NAD 83(1986) POSITION- 38 20 55.     (N) 114 02 13.     (W)   SCALED
 JP0480* NAVD 88 ORTHO HEIGHT -  1839.288 (meters)     6034.40  (feet) POSTED
 JP0480  ______________________________________________________________________
 JP0480  GEOID HEIGHT    -        -21.543 (meters)                     GEOID18
 JP0480  DYNAMIC HEIGHT  -       1837.23  (meters)     6027.6   (feet) COMP
 JP0480  MODELED GRAVITY -    979,446.8   (mgal)                       NAVD 88
 JP0480
 JP0480  VERT ORDER      -  * POSTED, SEE BELOW
 JP0480
 JP0480.The horizontal coordinates were scaled from a map and have
 JP0480.an estimated accuracy of +/- 6 seconds.
 JP0480
 JP0480.The orthometric height was determined by differential leveling
 JP0480.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JP0480
 JP0480.* This is a POSTED BENCH MARK height.
 JP0480
 JP0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 JP0480.GEOID18 height accuracy estimate available here.
 JP0480
 JP0480.Click photographs - Photos may exist for this station.
 JP0480
 JP0480.The dynamic height is computed by dividing the NAVD 88
 JP0480.geopotential number by the normal gravity value computed on the
 JP0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0480.degrees latitude (g = 980.6199 gals.).
 JP0480
 JP0480.The modeled gravity was interpolated from observed gravity values.
 JP0480
 JP0480;                    North         East    Units  Estimated Accuracy
 JP0480;SPC UT S     - 3,189,680.      278,260.      MT  (+/- 180 meters Scaled)
 JP0480
 JP0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC589486(NAD 83)
 JP0480
 JP0480                          SUPERSEDED SURVEY CONTROL
 JP0480
 JP0480.No superseded survey control is available for this station.
 JP0480
 JP0480_MARKER: DB = BENCH MARK DISK
 JP0480_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0480_STAMPING: 150 DOR 1971 6030
 JP0480_MARK LOGO: USGS
 JP0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0480
 JP0480  HISTORY     - Date     Condition        Report By
 JP0480  HISTORY     - 1971     MONUMENTED       USGS
 JP0480
 JP0480                          STATION DESCRIPTION
 JP0480
 JP0480'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0480'66.3 KM (41.20 MI) NORTH FROM MODENA.
 JP0480'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0480'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 27.0
 JP0480'MILES SOUTH ALONG THE MODENA ROAD TO JUST NORTH OF A SMALL KNOLL, 130
 JP0480'FEET SOUTHEAST OF A DRAIN CROSSING, 45 FEET NORTHEAST OF THE ROAD.  A
 JP0480'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 JP0480'PROJECTING 3 INCHES.
 JP0480'THE MARK IS 2 FT  SW FROM  A WITNESS POST
 JP0480'THE MARK IS 2 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0327 ***********************************************************************
 LP0327  DESIGNATION -  150 FMK
 LP0327  PID         -  LP0327
 LP0327  STATE/COUNTY-  UT/TOOELE
 LP0327  COUNTRY     -  US
 LP0327  USGS QUAD   -  POVERTY POINT (2017)
 LP0327
 LP0327                         *CURRENT SURVEY CONTROL
 LP0327  ______________________________________________________________________
 LP0327* NAD 83(1986) POSITION- 40 48 00.51   (N) 112 44 27.36   (W)   HD_HELD1
 LP0327* NAVD 88 ORTHO HEIGHT -  1310.343 (meters)     4299.02  (feet) ADJUSTED
 LP0327  ______________________________________________________________________
 LP0327  GEOID HEIGHT    -        -17.440 (meters)                     GEOID18
 LP0327  DYNAMIC HEIGHT  -       1309.364 (meters)     4295.81  (feet) COMP
 LP0327  MODELED GRAVITY -    979,831.6   (mgal)                       NAVD 88
 LP0327
 LP0327  VERT ORDER      -  SECOND    CLASS 0
 LP0327
 LP0327.The horizontal coordinates were determined by differentially corrected
 LP0327.hand held GPS observations or other comparable positioning techniques
 LP0327.and have an estimated accuracy of +/- 3 meters.
 LP0327
 LP0327.The orthometric height was determined by differential leveling and
 LP0327.adjusted by the NATIONAL GEODETIC SURVEY
 LP0327.in June 1991.
 LP0327
 LP0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0327.GEOID18 height accuracy estimate available here.
 LP0327
 LP0327.Click photographs - Photos may exist for this station.
 LP0327
 LP0327.The dynamic height is computed by dividing the NAVD 88
 LP0327.geopotential number by the normal gravity value computed on the
 LP0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0327.degrees latitude (g = 980.6199 gals.).
 LP0327
 LP0327.The modeled gravity was interpolated from observed gravity values.
 LP0327
 LP0327;                    North         East    Units  Estimated Accuracy
 LP0327;SPC UT C     - 2,274,603.5     395,278.2     MT  (+/- 3 meters HH1 GPS) 
 LP0327
 LP0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL5314018029(NAD 83)
 LP0327
 LP0327                          SUPERSEDED SURVEY CONTROL
 LP0327
 LP0327  NGVD 29 (??/??/92) 1309.35   (m)         4295.8    (f) COMPUTED    2 0
 LP0327
 LP0327.Superseded values are not recommended for survey control.
 LP0327
 LP0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0327.See file dsdata.pdf to determine how the superseded data were derived.
 LP0327
 LP0327_MARKER: DB = BENCH MARK DISK
 LP0327_SETTING: 66 = SET IN ROCK OUTCROP
 LP0327_STAMPING: 150 FMK 1966
 LP0327_MARK LOGO: USGS
 LP0327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0327+STABILITY: POSITION/ELEVATION WELL
 LP0327
 LP0327  HISTORY     - Date     Condition        Report By
 LP0327  HISTORY     - 1966     MONUMENTED       USGS
 LP0327
 LP0327                          STATION DESCRIPTION
 LP0327
 LP0327'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 LP0327'6.6 KM (4.10 MI) NNE FROM DELLE.
 LP0327'0.4 MILES EAST OF DELLE STATION, ALONG THE NORTH SIDE OF THE
 LP0327'RAILROAD,THENCE 3.7 MILES NORTH, 0.3 MILES SOUTH OF THE DELLE
 LP0327'CATTLEGUARD AND FENCE, 0.1 MILE NORTH OF THE CROSSING OF A SINGLE
 LP0327'POLE POWER LINE, 140 FEET WEST OF THE ROAD, 95 FEET NORTH OF A
 LP0327'Y-JUNCTION, IN THE EAST END OF A ROCK OUTCROP.
 LP0327'THE MARK IS 4 FT  S FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JP0481 ***********************************************************************
 JP0481  DESIGNATION -  151 DOR
 JP0481  PID         -  JP0481
 JP0481  STATE/COUNTY-  UT/BEAVER
 JP0481  COUNTRY     -  US
 JP0481  USGS QUAD   -  GLEASON BASIN (2018)
 JP0481
 JP0481                         *CURRENT SURVEY CONTROL
 JP0481  ______________________________________________________________________
 JP0481* NAD 83(1986) POSITION- 38 21 41.     (N) 114 02 38.     (W)   SCALED
 JP0481* NAVD 88 ORTHO HEIGHT -  1836.730 (meters)     6026.01  (feet) POSTED
 JP0481  ______________________________________________________________________
 JP0481  GEOID HEIGHT    -        -21.521 (meters)                     GEOID18
 JP0481  DYNAMIC HEIGHT  -       1834.69  (meters)     6019.3   (feet) COMP
 JP0481  MODELED GRAVITY -    979,452.2   (mgal)                       NAVD 88
 JP0481
 JP0481  VERT ORDER      -  * POSTED, SEE BELOW
 JP0481
 JP0481.The horizontal coordinates were scaled from a map and have
 JP0481.an estimated accuracy of +/- 6 seconds.
 JP0481
 JP0481.The orthometric height was determined by differential leveling
 JP0481.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JP0481
 JP0481.* This is a POSTED BENCH MARK height.
 JP0481
 JP0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 JP0481.GEOID18 height accuracy estimate available here.
 JP0481
 JP0481.Click photographs - Photos may exist for this station.
 JP0481
 JP0481.The dynamic height is computed by dividing the NAVD 88
 JP0481.geopotential number by the normal gravity value computed on the
 JP0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0481.degrees latitude (g = 980.6199 gals.).
 JP0481
 JP0481.The modeled gravity was interpolated from observed gravity values.
 JP0481
 JP0481;                    North         East    Units  Estimated Accuracy
 JP0481;SPC UT S     - 3,191,120.      277,690.      MT  (+/- 180 meters Scaled)
 JP0481
 JP0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC582500(NAD 83)
 JP0481
 JP0481                          SUPERSEDED SURVEY CONTROL
 JP0481
 JP0481.No superseded survey control is available for this station.
 JP0481
 JP0481_MARKER: DB = BENCH MARK DISK
 JP0481_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0481_STAMPING: 151 DOR 1971 6022
 JP0481_MARK LOGO: USGS
 JP0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0481
 JP0481  HISTORY     - Date     Condition        Report By
 JP0481  HISTORY     - 1971     MONUMENTED       USGS
 JP0481
 JP0481                          STATION DESCRIPTION
 JP0481
 JP0481'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0481'67.9 KM (42.20 MI) NORTH FROM MODENA.
 JP0481'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0481'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 26.0
 JP0481'MILES SOUTH ALONG THE MODENA ROAD TO THE TOP OF A SLIGHT RISE, 175
 JP0481'FEET SOUTHEAST OF A SMALL DRAIN, 50 FEET SOUTHWEST OF THE ROAD.  A
 JP0481'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 JP0481'PROJECTING 3 INCHES.
 JP0481'THE MARK IS 2 FT  NE FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0328 ***********************************************************************
 LP0328  DESIGNATION -  151 FMK
 LP0328  PID         -  LP0328
 LP0328  STATE/COUNTY-  UT/TOOELE
 LP0328  COUNTRY     -  US
 LP0328  USGS QUAD   -  DELLE (2017)
 LP0328
 LP0328                         *CURRENT SURVEY CONTROL
 LP0328  ______________________________________________________________________
 LP0328* NAD 83(1986) POSITION- 40 47 12.91   (N) 112 45 35.90   (W)   HD_HELD1
 LP0328* NAVD 88 ORTHO HEIGHT -  1297.236 (meters)     4256.02  (feet) ADJUSTED
 LP0328  ______________________________________________________________________
 LP0328  GEOID HEIGHT    -        -17.454 (meters)                     GEOID18
 LP0328  DYNAMIC HEIGHT  -       1296.265 (meters)     4252.83  (feet) COMP
 LP0328  MODELED GRAVITY -    979,830.5   (mgal)                       NAVD 88
 LP0328
 LP0328  VERT ORDER      -  SECOND    CLASS 0
 LP0328
 LP0328.The horizontal coordinates were determined by differentially corrected
 LP0328.hand held GPS observations or other comparable positioning techniques
 LP0328.and have an estimated accuracy of +/- 3 meters.
 LP0328
 LP0328.The orthometric height was determined by differential leveling and
 LP0328.adjusted by the NATIONAL GEODETIC SURVEY
 LP0328.in June 1991.
 LP0328
 LP0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0328.GEOID18 height accuracy estimate available here.
 LP0328
 LP0328.Click photographs - Photos may exist for this station.
 LP0328
 LP0328.The dynamic height is computed by dividing the NAVD 88
 LP0328.geopotential number by the normal gravity value computed on the
 LP0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0328.degrees latitude (g = 980.6199 gals.).
 LP0328
 LP0328.The modeled gravity was interpolated from observed gravity values.
 LP0328
 LP0328;                    North         East    Units  Estimated Accuracy
 LP0328;SPC UT C     - 2,273,157.7     393,650.9     MT  (+/- 3 meters HH1 GPS) 
 LP0328
 LP0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL5150416593(NAD 83)
 LP0328
 LP0328                          SUPERSEDED SURVEY CONTROL
 LP0328
 LP0328  NGVD 29 (??/??/92) 1296.24   (m)         4252.7    (f) COMPUTED    2 0
 LP0328
 LP0328.Superseded values are not recommended for survey control.
 LP0328
 LP0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0328.See file dsdata.pdf to determine how the superseded data were derived.
 LP0328
 LP0328_MARKER: DB = BENCH MARK DISK
 LP0328_SETTING: 66 = SET IN ROCK OUTCROP
 LP0328_STAMPING: 151 FMK 1966
 LP0328_MARK LOGO: USGS
 LP0328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0328+STABILITY: POSITION/ELEVATION WELL
 LP0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0328+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2015
 LP0328
 LP0328  HISTORY     - Date     Condition        Report By
 LP0328  HISTORY     - 1966     MONUMENTED       USGS
 LP0328  HISTORY     - 20151119 GOOD             INDIV
 LP0328
 LP0328                          STATION DESCRIPTION
 LP0328
 LP0328'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LP0328'3.9 KM (2.40 MI) NNE FROM DELLE.
 LP0328'0.4 MILES EAST OF DELLE STATION, ALONG THE NORTH SIDE OF THE
 LP0328'RAILROAD,THENCE 2 MILES NORTH TO A CURVE IN THE ROAD, 29 FEET WEST OF
 LP0328'THE ROAD,IN A SMALL ROCK OUTCROP.
 LP0328'THE MARK IS 4 FT  W FROM  A WITNESS POST
 LP0328'THE MARK IS 7 FT ABOVE ROAD.
 LP0328
 LP0328                          STATION RECOVERY (2015)
 LP0328
 LP0328'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015
 LP0328'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JP0482 ***********************************************************************
 JP0482  DESIGNATION -  152 DOR
 JP0482  PID         -  JP0482
 JP0482  STATE/COUNTY-  UT/BEAVER
 JP0482  COUNTRY     -  US
 JP0482  USGS QUAD   -  GLEASON BASIN (2018)
 JP0482
 JP0482                         *CURRENT SURVEY CONTROL
 JP0482  ______________________________________________________________________
 JP0482* NAD 83(1986) POSITION- 38 21 59.     (N) 114 02 59.     (W)   SCALED
 JP0482* NAVD 88 ORTHO HEIGHT -  1823.929 (meters)     5984.01  (feet) POSTED
 JP0482  ______________________________________________________________________
 JP0482  GEOID HEIGHT    -        -21.520 (meters)                     GEOID18
 JP0482  DYNAMIC HEIGHT  -       1821.90  (meters)     5977.4   (feet) COMP
 JP0482  MODELED GRAVITY -    979,451.8   (mgal)                       NAVD 88
 JP0482
 JP0482  VERT ORDER      -  * POSTED, SEE BELOW
 JP0482
 JP0482.The horizontal coordinates were scaled from a map and have
 JP0482.an estimated accuracy of +/- 6 seconds.
 JP0482
 JP0482.The orthometric height was determined by differential leveling
 JP0482.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JP0482
 JP0482.* This is a POSTED BENCH MARK height.
 JP0482
 JP0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 JP0482.GEOID18 height accuracy estimate available here.
 JP0482
 JP0482.Click photographs - Photos may exist for this station.
 JP0482
 JP0482.The dynamic height is computed by dividing the NAVD 88
 JP0482.geopotential number by the normal gravity value computed on the
 JP0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0482.degrees latitude (g = 980.6199 gals.).
 JP0482
 JP0482.The modeled gravity was interpolated from observed gravity values.
 JP0482
 JP0482;                    North         East    Units  Estimated Accuracy
 JP0482;SPC UT S     - 3,191,690.      277,200.      MT  (+/- 180 meters Scaled)
 JP0482
 JP0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC577505(NAD 83)
 JP0482
 JP0482                          SUPERSEDED SURVEY CONTROL
 JP0482
 JP0482.No superseded survey control is available for this station.
 JP0482
 JP0482_MARKER: DB = BENCH MARK DISK
 JP0482_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0482_STAMPING: 152 DOR 1971 5980
 JP0482_MARK LOGO: USGS
 JP0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0482
 JP0482  HISTORY     - Date     Condition        Report By
 JP0482  HISTORY     - 1971     MONUMENTED       USGS
 JP0482
 JP0482                          STATION DESCRIPTION
 JP0482
 JP0482'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0482'68.7 KM (42.70 MI) NORTH FROM MODENA.
 JP0482'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0482'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 25.5
 JP0482'MILES SOUTH ALONG THE MODENA ROAD TO THE NEVADA STATE-UTAH STATE
 JP0482'LINE, 0.05 MILES SOUTH OF MILEPOST 205, AT A CATTLEGUARD, 30 FEET
 JP0482'NORTH OF THE ROAD, 0.5 FEET WEST OF A FENCE.  A COPPER-CLAD STEEL ROD
 JP0482'DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JP0482'THE MARK IS 0.5 FT  W FROM  A WITNESS POST
 JP0482'THE MARK IS 1.5 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0329 ***********************************************************************
 LP0329  DESIGNATION -  152 FMK
 LP0329  PID         -  LP0329
 LP0329  STATE/COUNTY-  UT/TOOELE
 LP0329  COUNTRY     -  US
 LP0329  USGS QUAD   -  DELLE (2017)
 LP0329
 LP0329                         *CURRENT SURVEY CONTROL
 LP0329  ______________________________________________________________________
 LP0329* NAD 83(1986) POSITION- 40 46 41.91   (N) 112 46 05.85   (W)   HD_HELD1
 LP0329* NAVD 88 ORTHO HEIGHT -  1297.473 (meters)     4256.79  (feet) ADJUSTED
 LP0329  ______________________________________________________________________
 LP0329  GEOID HEIGHT    -        -17.472 (meters)                     GEOID18
 LP0329  DYNAMIC HEIGHT  -       1296.500 (meters)     4253.60  (feet) COMP
 LP0329  MODELED GRAVITY -    979,829.6   (mgal)                       NAVD 88
 LP0329
 LP0329  VERT ORDER      -  SECOND    CLASS 0
 LP0329
 LP0329.The horizontal coordinates were determined by differentially corrected
 LP0329.hand held GPS observations or other comparable positioning techniques
 LP0329.and have an estimated accuracy of +/- 3 meters.
 LP0329
 LP0329.The orthometric height was determined by differential leveling and
 LP0329.adjusted by the NATIONAL GEODETIC SURVEY
 LP0329.in June 1991.
 LP0329
 LP0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0329.GEOID18 height accuracy estimate available here.
 LP0329
 LP0329.Click photographs - Photos may exist for this station.
 LP0329
 LP0329.The dynamic height is computed by dividing the NAVD 88
 LP0329.geopotential number by the normal gravity value computed on the
 LP0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0329.degrees latitude (g = 980.6199 gals.).
 LP0329
 LP0329.The modeled gravity was interpolated from observed gravity values.
 LP0329
 LP0329;                    North         East    Units  Estimated Accuracy
 LP0329;SPC UT C     - 2,272,211.4     392,935.2     MT  (+/- 3 meters HH1 GPS) 
 LP0329
 LP0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL5078315651(NAD 83)
 LP0329
 LP0329                          SUPERSEDED SURVEY CONTROL
 LP0329
 LP0329  NGVD 29 (??/??/92) 1296.48   (m)         4253.5    (f) COMPUTED    2 0
 LP0329
 LP0329.Superseded values are not recommended for survey control.
 LP0329
 LP0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0329.See file dsdata.pdf to determine how the superseded data were derived.
 LP0329
 LP0329_MARKER: DB = BENCH MARK DISK
 LP0329_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LP0329_STAMPING: 152 FMK 1966
 LP0329_MARK LOGO: USGS
 LP0329_PROJECTION: FLUSH
 LP0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0329_ROD/PIPE-DEPTH: 3.35 meters
 LP0329
 LP0329  HISTORY     - Date     Condition        Report By
 LP0329  HISTORY     - 1966     MONUMENTED       USGS
 LP0329
 LP0329                          STATION DESCRIPTION
 LP0329
 LP0329'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LP0329'2.6 KM (1.60 MI) NNE FROM DELLE.
 LP0329'0.4 MILES WEST OF DELLE STATION, ALONG THE NORTH SIDE OF THE
 LP0329'RAILROAD,THENCE 1.2 MILES NORTH, 50 FEET WEST OF THE CENTER OF THE
 LP0329'INTERSECTIONOF THE NORTH-SOUTH ROAD AND A ROAD NORTHEAST, AND EAST OF
 LP0329'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0331 ***********************************************************************
 LP0331  DESIGNATION -  154 FMK
 LP0331  PID         -  LP0331
 LP0331  STATE/COUNTY-  UT/TOOELE
 LP0331  COUNTRY     -  US
 LP0331  USGS QUAD   -  DELLE (2017)
 LP0331
 LP0331                         *CURRENT SURVEY CONTROL
 LP0331  ______________________________________________________________________
 LP0331* NAD 83(1986) POSITION- 40 45 26.     (N) 112 45 22.     (W)   SCALED
 LP0331* NAVD 88 ORTHO HEIGHT -  1289.055 (meters)     4229.17  (feet) ADJUSTED
 LP0331  ______________________________________________________________________
 LP0331  GEOID HEIGHT    -        -17.524 (meters)                     GEOID18
 LP0331  DYNAMIC HEIGHT  -       1288.086 (meters)     4226.00  (feet) COMP
 LP0331  MODELED GRAVITY -    979,828.2   (mgal)                       NAVD 88
 LP0331
 LP0331  VERT ORDER      -  SECOND    CLASS 0
 LP0331
 LP0331.The horizontal coordinates were scaled from a map and have
 LP0331.an estimated accuracy of +/- 6 seconds.
 LP0331
 LP0331.The orthometric height was determined by differential leveling and
 LP0331.adjusted by the NATIONAL GEODETIC SURVEY
 LP0331.in June 1991.
 LP0331
 LP0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0331.GEOID18 height accuracy estimate available here.
 LP0331
 LP0331.Click photographs - Photos may exist for this station.
 LP0331
 LP0331.The dynamic height is computed by dividing the NAVD 88
 LP0331.geopotential number by the normal gravity value computed on the
 LP0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0331.degrees latitude (g = 980.6199 gals.).
 LP0331
 LP0331.The modeled gravity was interpolated from observed gravity values.
 LP0331
 LP0331;                    North         East    Units  Estimated Accuracy
 LP0331;SPC UT C     - 2,269,860.      393,930.      MT  (+/- 180 meters Scaled)
 LP0331
 LP0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL517132(NAD 83)
 LP0331
 LP0331                          SUPERSEDED SURVEY CONTROL
 LP0331
 LP0331  NGVD 29 (??/??/92) 1288.06   (m)         4225.9    (f) COMPUTED    2 0
 LP0331
 LP0331.Superseded values are not recommended for survey control.
 LP0331
 LP0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0331.See file dsdata.pdf to determine how the superseded data were derived.
 LP0331
 LP0331_MARKER: DB = BENCH MARK DISK
 LP0331_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0331_SP_SET: BRIDGE
 LP0331_STAMPING: 154 FMK 1966
 LP0331_MARK LOGO: USGS
 LP0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0331+STABILITY: SURFACE MOTION
 LP0331
 LP0331  HISTORY     - Date     Condition        Report By
 LP0331  HISTORY     - 1966     MONUMENTED       USGS
 LP0331
 LP0331                          STATION DESCRIPTION
 LP0331
 LP0331'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LP0331'1.9 KM (1.20 MI) EAST FROM DELLE.
 LP0331'1.2 MILES EAST OF DELLE STATION, IN NORTHEAST END OF CONCRETE BRIDGE
 LP0331'NO. 71.1, 24 FEET NORTH OF THE CENTER OF THE HIGHWAY, 5 FEET WEST OF
 LP0331'THE EAST END OF THE CURBING, ON THE SAFETY CURBING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0332 ***********************************************************************
 LP0332  DESIGNATION -  155 FMK
 LP0332  PID         -  LP0332
 LP0332  STATE/COUNTY-  UT/TOOELE
 LP0332  COUNTRY     -  US
 LP0332  USGS QUAD   -  POVERTY POINT (2017)
 LP0332
 LP0332                         *CURRENT SURVEY CONTROL
 LP0332  ______________________________________________________________________
 LP0332* NAD 83(1986) POSITION- 40 45 19.0    (N) 112 44 18.7    (W)   HD_HELD2
 LP0332* NAVD 88 ORTHO HEIGHT -  1289.036 (meters)     4229.11  (feet) ADJUSTED
 LP0332  ______________________________________________________________________
 LP0332  GEOID HEIGHT    -        -17.525 (meters)                     GEOID18
 LP0332  DYNAMIC HEIGHT  -       1288.068 (meters)     4225.94  (feet) COMP
 LP0332  MODELED GRAVITY -    979,828.5   (mgal)                       NAVD 88
 LP0332
 LP0332  VERT ORDER      -  SECOND    CLASS 0
 LP0332
 LP0332.The horizontal coordinates were established by autonomous hand held GPS
 LP0332.observations and have an estimated accuracy of +/- 10 meters.
 LP0332
 LP0332.The orthometric height was determined by differential leveling and
 LP0332.adjusted by the NATIONAL GEODETIC SURVEY
 LP0332.in June 1991.
 LP0332
 LP0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0332.GEOID18 height accuracy estimate available here.
 LP0332
 LP0332.Click photographs - Photos may exist for this station.
 LP0332
 LP0332.The dynamic height is computed by dividing the NAVD 88
 LP0332.geopotential number by the normal gravity value computed on the
 LP0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0332.degrees latitude (g = 980.6199 gals.).
 LP0332
 LP0332.The modeled gravity was interpolated from observed gravity values.
 LP0332
 LP0332;                    North         East    Units  Estimated Accuracy
 LP0332;SPC UT C     - 2,269,619.      395,412.      MT  (+/- 10 meters HH2 GPS)
 LP0332
 LP0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL5324413044(NAD 83)
 LP0332
 LP0332                          SUPERSEDED SURVEY CONTROL
 LP0332
 LP0332  NGVD 29 (??/??/92) 1288.04   (m)         4225.8    (f) COMPUTED    2 0
 LP0332
 LP0332.Superseded values are not recommended for survey control.
 LP0332
 LP0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0332.See file dsdata.pdf to determine how the superseded data were derived.
 LP0332
 LP0332_MARKER: DB = BENCH MARK DISK
 LP0332_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LP0332_STAMPING: 155 FMK 1966
 LP0332_MARK LOGO: USGS
 LP0332_PROJECTION: FLUSH
 LP0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0332_ROD/PIPE-DEPTH: 30.8 meters
 LP0332
 LP0332  HISTORY     - Date     Condition        Report By
 LP0332  HISTORY     - 1966     MONUMENTED       USGS
 LP0332
 LP0332                          STATION DESCRIPTION
 LP0332
 LP0332'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LP0332'3.4 KM (2.10 MI) EAST FROM DELLE.
 LP0332'2.1 MILES EAST OF THE DELLE SERVICE STATION COMPLEX, OPPOSITE
 LP0332'MILEPOST72, 231 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 23 FEET
 LP0332'NORTH AND 13 FEET WEST OF THE TELEPHONE POLE NO. 2168.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0333 ***********************************************************************
 LP0333  DESIGNATION -  156 FMK
 LP0333  PID         -  LP0333
 LP0333  STATE/COUNTY-  UT/TOOELE
 LP0333  COUNTRY     -  US
 LP0333  USGS QUAD   -  POVERTY POINT (2017)
 LP0333
 LP0333                         *CURRENT SURVEY CONTROL
 LP0333  ______________________________________________________________________
 LP0333* NAD 83(1986) POSITION- 40 45 11.     (N) 112 43 20.     (W)   SCALED
 LP0333* NAVD 88 ORTHO HEIGHT -  1288.437 (meters)     4227.15  (feet) ADJUSTED
 LP0333  ______________________________________________________________________
 LP0333  GEOID HEIGHT    -        -17.525 (meters)                     GEOID18
 LP0333  DYNAMIC HEIGHT  -       1287.469 (meters)     4223.97  (feet) COMP
 LP0333  MODELED GRAVITY -    979,828.7   (mgal)                       NAVD 88
 LP0333
 LP0333  VERT ORDER      -  SECOND    CLASS 0
 LP0333
 LP0333.The horizontal coordinates were scaled from a map and have
 LP0333.an estimated accuracy of +/- 6 seconds.
 LP0333
 LP0333.The orthometric height was determined by differential leveling and
 LP0333.adjusted by the NATIONAL GEODETIC SURVEY
 LP0333.in June 1991.
 LP0333
 LP0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0333.GEOID18 height accuracy estimate available here.
 LP0333
 LP0333.Click photographs - Photos may exist for this station.
 LP0333
 LP0333.The dynamic height is computed by dividing the NAVD 88
 LP0333.geopotential number by the normal gravity value computed on the
 LP0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0333.degrees latitude (g = 980.6199 gals.).
 LP0333
 LP0333.The modeled gravity was interpolated from observed gravity values.
 LP0333
 LP0333;                    North         East    Units  Estimated Accuracy
 LP0333;SPC UT C     - 2,269,350.      396,790.      MT  (+/- 180 meters Scaled)
 LP0333
 LP0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL546127(NAD 83)
 LP0333
 LP0333                          SUPERSEDED SURVEY CONTROL
 LP0333
 LP0333  NGVD 29 (??/??/92) 1287.44   (m)         4223.9    (f) COMPUTED    2 0
 LP0333
 LP0333.Superseded values are not recommended for survey control.
 LP0333
 LP0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0333.See file dsdata.pdf to determine how the superseded data were derived.
 LP0333
 LP0333_MARKER: DB = BENCH MARK DISK
 LP0333_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0333_SP_SET: CONCRETE BRIDGE
 LP0333_STAMPING: 156 FMK 1966
 LP0333_MARK LOGO: USGS
 LP0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0333+STABILITY: SURFACE MOTION
 LP0333
 LP0333  HISTORY     - Date     Condition        Report By
 LP0333  HISTORY     - 1966     MONUMENTED       USGS
 LP0333
 LP0333                          STATION DESCRIPTION
 LP0333
 LP0333'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LP0333'4.7 KM (2.90 MI) EAST FROM DELLE.
 LP0333'2.9 MILES EAST OF DELLE SERVICE STATION COMPLEX, 23 FEET NORTH OF THE
 LP0333'CENTER OF THE HIGHWAY, 5.5 FEET FROM THE WEST END OF THE CURB, IN THE
 LP0333'NORTHWEST END OF THE CONCRETE BRIDGE, IN THE TOP OF THE SAFETY
 LP0333'CURBING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0334 ***********************************************************************
 LP0334  DESIGNATION -  157 FMK
 LP0334  PID         -  LP0334
 LP0334  STATE/COUNTY-  UT/TOOELE
 LP0334  COUNTRY     -  US
 LP0334  USGS QUAD   -  POVERTY POINT (2017)
 LP0334
 LP0334                         *CURRENT SURVEY CONTROL
 LP0334  ______________________________________________________________________
 LP0334* NAD 83(1986) POSITION- 40 45 06.8    (N) 112 42 00.7    (W)   HD_HELD2
 LP0334* NAVD 88 ORTHO HEIGHT -  1285.601 (meters)     4217.84  (feet) ADJUSTED
 LP0334  ______________________________________________________________________
 LP0334  GEOID HEIGHT    -        -17.521 (meters)                     GEOID18
 LP0334  DYNAMIC HEIGHT  -       1284.636 (meters)     4214.68  (feet) COMP
 LP0334  MODELED GRAVITY -    979,828.8   (mgal)                       NAVD 88
 LP0334
 LP0334  VERT ORDER      -  SECOND    CLASS 0
 LP0334
 LP0334.The horizontal coordinates were established by autonomous hand held GPS
 LP0334.observations and have an estimated accuracy of +/- 10 meters.
 LP0334
 LP0334.The orthometric height was determined by differential leveling and
 LP0334.adjusted by the NATIONAL GEODETIC SURVEY
 LP0334.in June 1991.
 LP0334
 LP0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0334.GEOID18 height accuracy estimate available here.
 LP0334
 LP0334.Click photographs - Photos may exist for this station.
 LP0334
 LP0334.The dynamic height is computed by dividing the NAVD 88
 LP0334.geopotential number by the normal gravity value computed on the
 LP0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0334.degrees latitude (g = 980.6199 gals.).
 LP0334
 LP0334.The modeled gravity was interpolated from observed gravity values.
 LP0334
 LP0334;                    North         East    Units  Estimated Accuracy
 LP0334;SPC UT C     - 2,269,198.      398,644.      MT  (+/- 10 meters HH2 GPS)
 LP0334
 LP0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL5647312605(NAD 83)
 LP0334
 LP0334                          SUPERSEDED SURVEY CONTROL
 LP0334
 LP0334  NGVD 29 (??/??/92) 1284.61   (m)         4214.6    (f) COMPUTED    2 0
 LP0334
 LP0334.Superseded values are not recommended for survey control.
 LP0334
 LP0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0334.See file dsdata.pdf to determine how the superseded data were derived.
 LP0334
 LP0334_MARKER: DB = BENCH MARK DISK
 LP0334_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LP0334_STAMPING: 157 FMK 1966
 LP0334_MARK LOGO: USGS
 LP0334_PROJECTION: FLUSH
 LP0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0334_ROD/PIPE-DEPTH: 4.88 meters
 LP0334
 LP0334  HISTORY     - Date     Condition        Report By
 LP0334  HISTORY     - 1966     MONUMENTED       USGS
 LP0334
 LP0334                          STATION DESCRIPTION
 LP0334
 LP0334'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LP0334'6.6 KM (4.10 MI) EAST FROM DELLE.
 LP0334'4.1 MILES EAST OF THE DELLE SERVICE STATION COMPLEX, 2.4 MI WEST OF
 LP0334'TIMPIE, AT MILEPOST 74, ABOUT 425 FEET NORTH OF THE CENTER OF THE
 LP0334'HIGHWAY, 20 FEET NORTH OF AN UNDERGROUND TELEPHONE CABLE AT STATION
 LP0334'253.
 LP0334'THE MARK IS 1 FT  S FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0335 ***********************************************************************
 LP0335  DESIGNATION -  158 FMK
 LP0335  PID         -  LP0335
 LP0335  STATE/COUNTY-  UT/TOOELE
 LP0335  COUNTRY     -  US
 LP0335  USGS QUAD   -  TIMPIE (2017)
 LP0335
 LP0335                         *CURRENT SURVEY CONTROL
 LP0335  ______________________________________________________________________
 LP0335* NAD 83(1986) POSITION- 40 44 57.     (N) 112 41 10.     (W)   SCALED
 LP0335* NAVD 88 ORTHO HEIGHT -  1288.455 (meters)     4227.21  (feet) ADJUSTED
 LP0335  ______________________________________________________________________
 LP0335  GEOID HEIGHT    -        -17.519 (meters)                     GEOID18
 LP0335  DYNAMIC HEIGHT  -       1287.487 (meters)     4224.03  (feet) COMP
 LP0335  MODELED GRAVITY -    979,828.7   (mgal)                       NAVD 88
 LP0335
 LP0335  VERT ORDER      -  SECOND    CLASS 0
 LP0335
 LP0335.The horizontal coordinates were scaled from a map and have
 LP0335.an estimated accuracy of +/- 6 seconds.
 LP0335
 LP0335.The orthometric height was determined by differential leveling and
 LP0335.adjusted by the NATIONAL GEODETIC SURVEY
 LP0335.in June 1991.
 LP0335
 LP0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0335.GEOID18 height accuracy estimate available here.
 LP0335
 LP0335.Click photographs - Photos may exist for this station.
 LP0335
 LP0335.The dynamic height is computed by dividing the NAVD 88
 LP0335.geopotential number by the normal gravity value computed on the
 LP0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0335.degrees latitude (g = 980.6199 gals.).
 LP0335
 LP0335.The modeled gravity was interpolated from observed gravity values.
 LP0335
 LP0335;                    North         East    Units  Estimated Accuracy
 LP0335;SPC UT C     - 2,268,880.      399,830.      MT  (+/- 180 meters Scaled)
 LP0335
 LP0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL576122(NAD 83)
 LP0335
 LP0335                          SUPERSEDED SURVEY CONTROL
 LP0335
 LP0335  NGVD 29 (??/??/92) 1287.46   (m)         4223.9    (f) COMPUTED    2 0
 LP0335
 LP0335.Superseded values are not recommended for survey control.
 LP0335
 LP0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0335.See file dsdata.pdf to determine how the superseded data were derived.
 LP0335
 LP0335_MARKER: DB = BENCH MARK DISK
 LP0335_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LP0335_STAMPING: 158 FMK 1966
 LP0335_MARK LOGO: USGS
 LP0335_PROJECTION: FLUSH
 LP0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0335_ROD/PIPE-DEPTH: 22.9 meters
 LP0335
 LP0335  HISTORY     - Date     Condition        Report By
 LP0335  HISTORY     - 1966     MONUMENTED       USGS
 LP0335  HISTORY     - 20050123 MARK NOT FOUND   NGS
 LP0335
 LP0335                          STATION DESCRIPTION
 LP0335
 LP0335'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LP0335'2.7 KM (1.70 MI) WEST FROM TIMPIE.
 LP0335'1.7 MILES WEST OF TIMPIE, 0.2 MILES WEST OF MILEPOST 75, AT T-ROAD
 LP0335'SOUTH, 164 FEET NORTH OF THE HIGHWAY.
 LP0335'THE MARK IS 1 FT  S FROM  A WITNESS POST
 LP0335'THE MARK IS 3 FT ABOVE HIGHWAY.
 LP0335
 LP0335                          STATION RECOVERY (2005)
 LP0335
 LP0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 LP0335'OLD US 40 IS NOW FRONTAGE ROAD ON NORTH SIDE OF INTERSTATE 80
 LP0335'(ALTHOUGH THERE MAY HAVE BEEN SOME NORTHWARD OFFSET).  SITE IS 1.8
 LP0335'MILES WEST FROM I-80 EXIT 77 (UT 196 TO DUGWAY).  T-ROAD SOUTH WAS
 LP0335'REMOVED WITH INTERSTATE CONSTRUCTION.  WITNESS POST WAS FOUND LYING ON
 LP0335'GROUND ABOUT 50 FEET NORTH OF CENTER OF ROAD.  ROD MARK WAS NOT FOUND,
 LP0335'BUT COULD EASILY BE BURIED IN THE SAND AND SNOW.
 LP0335'GRAVITY BASE STATION 'TIMPIE' (DOD 3923-1, IGB 15602 , HUS 255) IS
 LP0335'LOCATED ON NORTH EDGE OF US 40 PROXIMATE TO MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0336 ***********************************************************************
 LP0336  DESIGNATION -  159 FMK
 LP0336  PID         -  LP0336
 LP0336  STATE/COUNTY-  UT/TOOELE
 LP0336  COUNTRY     -  US
 LP0336  USGS QUAD   -  TIMPIE (2017)
 LP0336
 LP0336                         *CURRENT SURVEY CONTROL
 LP0336  ______________________________________________________________________
 LP0336* NAD 83(1986) POSITION- 40 44 53.06   (N) 112 39 35.44   (W)   HD_HELD1
 LP0336* NAVD 88 ORTHO HEIGHT -  1286.004 (meters)     4219.16  (feet) ADJUSTED
 LP0336  ______________________________________________________________________
 LP0336  GEOID HEIGHT    -        -17.513 (meters)                     GEOID18
 LP0336  DYNAMIC HEIGHT  -       1285.038 (meters)     4216.00  (feet) COMP
 LP0336  MODELED GRAVITY -    979,828.8   (mgal)                       NAVD 88
 LP0336
 LP0336  VERT ORDER      -  SECOND    CLASS 0
 LP0336
 LP0336.The horizontal coordinates were determined by differentially corrected
 LP0336.hand held GPS observations or other comparable positioning techniques
 LP0336.and have an estimated accuracy of +/- 3 meters.
 LP0336
 LP0336.The orthometric height was determined by differential leveling and
 LP0336.adjusted by the NATIONAL GEODETIC SURVEY
 LP0336.in June 1991.
 LP0336
 LP0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0336.GEOID18 height accuracy estimate available here.
 LP0336
 LP0336.Click photographs - Photos may exist for this station.
 LP0336
 LP0336.The dynamic height is computed by dividing the NAVD 88
 LP0336.geopotential number by the normal gravity value computed on the
 LP0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0336.degrees latitude (g = 980.6199 gals.).
 LP0336
 LP0336.The modeled gravity was interpolated from observed gravity values.
 LP0336
 LP0336;                    North         East    Units  Estimated Accuracy
 LP0336;SPC UT C     - 2,268,729.6     402,045.9     MT  (+/- 3 meters HH1 GPS) 
 LP0336
 LP0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL5987112116(NAD 83)
 LP0336
 LP0336                          SUPERSEDED SURVEY CONTROL
 LP0336
 LP0336  NGVD 29 (??/??/92) 1285.01   (m)         4215.9    (f) COMPUTED    2 0
 LP0336
 LP0336.Superseded values are not recommended for survey control.
 LP0336
 LP0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0336.See file dsdata.pdf to determine how the superseded data were derived.
 LP0336
 LP0336_MARKER: DB = BENCH MARK DISK
 LP0336_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LP0336_STAMPING: 159 FMK 1966
 LP0336_MARK LOGO: USGS
 LP0336_PROJECTION: FLUSH
 LP0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0336+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2005
 LP0336_ROD/PIPE-DEPTH: 16.8 meters
 LP0336
 LP0336  HISTORY     - Date     Condition        Report By
 LP0336  HISTORY     - 1966     MONUMENTED       USGS
 LP0336  HISTORY     - 20050123 GOOD             NGS
 LP0336
 LP0336                          STATION DESCRIPTION
 LP0336
 LP0336'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LP0336'0.3 KM (0.20 MI) WEST FROM TIMPIE.
 LP0336'0.2 MILES WEST OF TIMPIE, THENCE 0.2 MILES NORTH ALONG A ROAD TO
 LP0336'TIMPIE SPRINGS WATERFOWL MANAGEMENT AREA, UNDER A LINE OF TELEPHONE
 LP0336'POLES, 105 FEET WEST OF THE CROSSING OF THE RAILROAD AND THE ROAD, 43
 LP0336'FEET SOUTH OF THE SOUTH RAIL OF THE WESTERN PACIFIC RAILROAD, 32 FEET
 LP0336'NORTH OF THE ROAD.
 LP0336
 LP0336                          STATION RECOVERY (2005)
 LP0336
 LP0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 LP0336'OLD US 40 IS NOW FRONTAGE ROAD ON NORTH SIDE OF INTERSTATE 80
 LP0336'(ALTHOUGH THERE MAY HAVE BEEN SOME NORTHWARD OFFSET).  SITE IS 0.4
 LP0336'MILES WEST FROM I-80 EXIT 77 (UT 196 TO DUGWAY) AND ON WEST SIDE OF
 LP0336'DRIVEWAY LEADING NORTH INTO CARGILL SALT PLANT.  RAILROAD IS NOW PART
 LP0336'OF UNION PACIFIC SYSTEM.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0636 ***********************************************************************
 JO0636  DESIGNATION -  16 DOR
 JO0636  PID         -  JO0636
 JO0636  STATE/COUNTY-  UT/BEAVER
 JO0636  COUNTRY     -  US
 JO0636  USGS QUAD   -  PINE GROVE RESERVOIR (2017)
 JO0636
 JO0636                         *CURRENT SURVEY CONTROL
 JO0636  ______________________________________________________________________
 JO0636* NAD 83(1986) POSITION- 38 19 36.     (N) 113 43 20.     (W)   SCALED
 JO0636* NAVD 88 ORTHO HEIGHT -  1796.785 (meters)     5894.95  (feet) POSTED
 JO0636  ______________________________________________________________________
 JO0636  GEOID HEIGHT    -        -21.524 (meters)                     GEOID18
 JO0636  DYNAMIC HEIGHT  -       1794.77  (meters)     5888.3   (feet) COMP
 JO0636  MODELED GRAVITY -    979,445.9   (mgal)                       NAVD 88
 JO0636
 JO0636  VERT ORDER      -  * POSTED, SEE BELOW
 JO0636
 JO0636.The horizontal coordinates were scaled from a map and have
 JO0636.an estimated accuracy of +/- 6 seconds.
 JO0636
 JO0636.The orthometric height was determined by differential leveling
 JO0636.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0636
 JO0636.* This is a POSTED BENCH MARK height.
 JO0636
 JO0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0636.GEOID18 height accuracy estimate available here.
 JO0636
 JO0636.Click photographs - Photos may exist for this station.
 JO0636
 JO0636.The dynamic height is computed by dividing the NAVD 88
 JO0636.geopotential number by the normal gravity value computed on the
 JO0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0636.degrees latitude (g = 980.6199 gals.).
 JO0636
 JO0636.The modeled gravity was interpolated from observed gravity values.
 JO0636
 JO0636;                    North         East    Units  Estimated Accuracy
 JO0636;SPC UT S     - 3,186,550.      305,710.      MT  (+/- 180 meters Scaled)
 JO0636
 JO0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH620455(NAD 83)
 JO0636
 JO0636                          SUPERSEDED SURVEY CONTROL
 JO0636
 JO0636.No superseded survey control is available for this station.
 JO0636
 JO0636_MARKER: DB = BENCH MARK DISK
 JO0636_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JO0636_SP_SET: FOUNDATION
 JO0636_STAMPING: 16 DOR 1971 5891
 JO0636_MARK LOGO: USGS
 JO0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0636+STABILITY: SURFACE MOTION
 JO0636
 JO0636  HISTORY     - Date     Condition        Report By
 JO0636  HISTORY     - 1971     MONUMENTED       USGS
 JO0636
 JO0636                          STATION DESCRIPTION
 JO0636
 JO0636'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0636'54.6 KM (33.90 MI) NNW FROM LUND.
 JO0636'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0636'AND PINE VALLEY ROAD, PROCEED 33.9 MILES WEST AND NORTH ALONG PINE
 JO0636'VALLEY ROAD TO A CATTLEGUARD, 8 FEET WEST OF THE CENTER OF THE ROAD,
 JO0636'IN THE SOUTHWEST CORNER OF THE CATTLEGUARD CONCRETE FOUNDATION.
 JO0636'THE MARK IS 4.4 FT  SE FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HP0505 ***********************************************************************
 HP0505  DESIGNATION -  16 DOR
 HP0505  PID         -  HP0505
 HP0505  STATE/COUNTY-  UT/IRON
 HP0505  COUNTRY     -  US
 HP0505  USGS QUAD   -  UVADA (2017)
 HP0505
 HP0505                         *CURRENT SURVEY CONTROL
 HP0505  ______________________________________________________________________
 HP0505* NAD 83(1986) POSITION- 37 43 39.     (N) 114 01 50.     (W)   SCALED
 HP0505* NAVD 88 ORTHO HEIGHT -  1719.853 (meters)     5642.55  (feet) POSTED
 HP0505  ______________________________________________________________________
 HP0505  GEOID HEIGHT    -        -23.207 (meters)                     GEOID18
 HP0505  DYNAMIC HEIGHT  -       1717.89  (meters)     5636.1   (feet) COMP
 HP0505  MODELED GRAVITY -    979,426.5   (mgal)                       NAVD 88
 HP0505
 HP0505  VERT ORDER      -  * POSTED, SEE BELOW
 HP0505
 HP0505.The horizontal coordinates were scaled from a map and have
 HP0505.an estimated accuracy of +/- 6 seconds.
 HP0505
 HP0505.The orthometric height was determined by differential leveling
 HP0505.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HP0505
 HP0505.* This is a POSTED BENCH MARK height.
 HP0505
 HP0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 HP0505.GEOID18 height accuracy estimate available here.
 HP0505
 HP0505.Click photographs - Photos may exist for this station.
 HP0505
 HP0505.The dynamic height is computed by dividing the NAVD 88
 HP0505.geopotential number by the normal gravity value computed on the
 HP0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0505.degrees latitude (g = 980.6199 gals.).
 HP0505
 HP0505.The modeled gravity was interpolated from observed gravity values.
 HP0505
 HP0505;                    North         East    Units  Estimated Accuracy
 HP0505;SPC UT S     - 3,120,750.      276,950.      MT  (+/- 180 meters Scaled)
 HP0505
 HP0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB617797(NAD 83)
 HP0505
 HP0505                          SUPERSEDED SURVEY CONTROL
 HP0505
 HP0505.No superseded survey control is available for this station.
 HP0505
 HP0505_MARKER: DD = SURVEY DISK
 HP0505_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0505_STAMPING: 16 DOR 1972 5639
 HP0505_MARK LOGO: USGS
 HP0505_PROJECTION: FLUSH
 HP0505_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0505+SATELLITE: SATELLITE OBSERVATIONS - 1972
 HP0505
 HP0505  HISTORY     - Date     Condition        Report By
 HP0505  HISTORY     - 1972     MONUMENTED       USGS
 HP0505
 HP0505                          STATION DESCRIPTION
 HP0505
 HP0505'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (DOR)
 HP0505'FROM UVADA, PROCEED 0.1 MILE SOUTHWEST ALONG THE RAILROAD, 100 FEET
 HP0505'NORTHWEST AND 5.5 FEET LOWER THAN THE MAIN TRACKS, 58 FEET
 HP0505'NORTH-NORTHEAST OF MILEPOST 501, 9 FEET SOUTHWEST OF A GATE, 0.5 FEET
 HP0505'SOUTHEAST OF A FENCE AND WITNESS SIGN, ON A 5/8 INCH COPPER-COATED
 HP0505'ROD DRIVEN TO REFUSAL ENCASED BY A FIBER PIPE AND FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0551 ***********************************************************************
 MR0551  DESIGNATION -  16 FMK
 MR0551  PID         -  MR0551
 MR0551  STATE/COUNTY-  UT/WEBER
 MR0551  COUNTRY     -  US
 MR0551  USGS QUAD   -  SNOW BASIN (2017)
 MR0551
 MR0551                         *CURRENT SURVEY CONTROL
 MR0551  ______________________________________________________________________
 MR0551* NAD 83(1986) POSITION- 41 08 18.     (N) 111 51 53.     (W)   SCALED
 MR0551* NAVD 88 ORTHO HEIGHT -  1436.989 (meters)     4714.52  (feet) ADJUSTED
 MR0551  ______________________________________________________________________
 MR0551  GEOID HEIGHT    -        -16.290 (meters)                     GEOID18
 MR0551  DYNAMIC HEIGHT  -       1435.864 (meters)     4710.83  (feet) COMP
 MR0551  MODELED GRAVITY -    979,791.3   (mgal)                       NAVD 88
 MR0551
 MR0551  VERT ORDER      -  FIRST     CLASS II
 MR0551
 MR0551.The horizontal coordinates were scaled from a map and have
 MR0551.an estimated accuracy of +/- 6 seconds.
 MR0551
 MR0551.The orthometric height was determined by differential leveling and
 MR0551.adjusted by the NATIONAL GEODETIC SURVEY
 MR0551.in June 1991.
 MR0551
 MR0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0551.GEOID18 height accuracy estimate available here.
 MR0551
 MR0551.Click photographs - Photos may exist for this station.
 MR0551
 MR0551.The dynamic height is computed by dividing the NAVD 88
 MR0551.geopotential number by the normal gravity value computed on the
 MR0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0551.degrees latitude (g = 980.6199 gals.).
 MR0551
 MR0551.The modeled gravity was interpolated from observed gravity values.
 MR0551
 MR0551;                    North         East    Units  Estimated Accuracy
 MR0551;SPC UT N     - 1,089,460.      469,380.      MT  (+/- 180 meters Scaled)
 MR0551
 MR0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL274544(NAD 83)
 MR0551
 MR0551                          SUPERSEDED SURVEY CONTROL
 MR0551
 MR0551  NGVD 29 (06/08/92) 1435.958  (m)         4711.14   (f) ADJUSTED    1 2
 MR0551
 MR0551.Superseded values are not recommended for survey control.
 MR0551
 MR0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0551.See file dsdata.pdf to determine how the superseded data were derived.
 MR0551
 MR0551_MARKER: DB = BENCH MARK DISK
 MR0551_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MR0551_SP_SET: HEADWALL
 MR0551_STAMPING: 16 FMK 1974
 MR0551_MARK LOGO: USGS
 MR0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0551+STABILITY: SURFACE MOTION
 MR0551
 MR0551  HISTORY     - Date     Condition        Report By
 MR0551  HISTORY     - 1974     MONUMENTED       USGS
 MR0551  HISTORY     - 1983     GOOD             NGS
 MR0551
 MR0551                          STATION DESCRIPTION
 MR0551
 MR0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0551'18.2 KM (11.3 MI) SOUTH FROM OGDEN.
 MR0551'18.2 KM (11.3 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0551'STATION IN OGDEN, IN TOP OF AND 1.5 METER (4.9 FT) EAST OF THE WEST
 MR0551'END OF THE NORTH CONCRETE HEADWALL OF A CULVERT UNDER THE WEST BOUND
 MR0551'LANES LANES OF INTERSTATE HIGHWAY 84, 60.0 METERS (196.9 FT) SOUTH OF
 MR0551'THE NEAR RAIL, 18.3 METERS (60.0 FT) NORTH OF THE CENTERLINE OF THE
 MR0551'WEST BOUND LANES OF THE HIGHWAY, AND 11.5 METERS (37.7 FT) NORTH OF
 MR0551'THE WEST END OF A GUARD RAIL.
 MR0551'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0221 ***********************************************************************
 LN0221  DESIGNATION -  16 HJH
 LN0221  PID         -  LN0221
 LN0221  STATE/COUNTY-  UT/DAGGETT
 LN0221  COUNTRY     -  US
 LN0221  USGS QUAD   -  SWALLOW CANYON (2017)
 LN0221
 LN0221                         *CURRENT SURVEY CONTROL
 LN0221  ______________________________________________________________________
 LN0221* NAD 83(1986) POSITION- 40 51 54.     (N) 109 04 49.     (W)   SCALED
 LN0221* NAVD 88 ORTHO HEIGHT -  1701.823 (meters)     5583.40  (feet) ADJUSTED
 LN0221  ______________________________________________________________________
 LN0221  GEOID HEIGHT    -        -14.273 (meters)                     GEOID18
 LN0221  DYNAMIC HEIGHT  -       1700.389 (meters)     5578.69  (feet) COMP
 LN0221  MODELED GRAVITY -    979,721.6   (mgal)                       NAVD 88
 LN0221
 LN0221  VERT ORDER      -  SECOND    CLASS 0
 LN0221
 LN0221.The horizontal coordinates were scaled from a map and have
 LN0221.an estimated accuracy of +/- 6 seconds.
 LN0221
 LN0221.The orthometric height was determined by differential leveling and
 LN0221.adjusted by the NATIONAL GEODETIC SURVEY
 LN0221.in June 1991.
 LN0221
 LN0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0221.GEOID18 height accuracy estimate available here.
 LN0221
 LN0221.Click photographs - Photos may exist for this station.
 LN0221
 LN0221.The dynamic height is computed by dividing the NAVD 88
 LN0221.geopotential number by the normal gravity value computed on the
 LN0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0221.degrees latitude (g = 980.6199 gals.).
 LN0221
 LN0221.The modeled gravity was interpolated from observed gravity values.
 LN0221
 LN0221;                    North         East    Units  Estimated Accuracy
 LN0221;SPC UT N     - 1,061,880.      703,970.      MT  (+/- 180 meters Scaled)
 LN0221
 LN0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL617255(NAD 83)
 LN0221
 LN0221                          SUPERSEDED SURVEY CONTROL
 LN0221
 LN0221  NGVD 29 (??/??/92) 1700.644  (m)         5579.53   (f) ADJ UNCH    2 0
 LN0221
 LN0221.Superseded values are not recommended for survey control.
 LN0221
 LN0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0221.See file dsdata.pdf to determine how the superseded data were derived.
 LN0221
 LN0221_MARKER: DD = SURVEY DISK
 LN0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0221_STAMPING: 16 HJH 5579 1950
 LN0221_MARK LOGO: CGS
 LN0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0221+STABILITY: SURFACE MOTION
 LN0221
 LN0221  HISTORY     - Date     Condition        Report By
 LN0221  HISTORY     - 1950     MONUMENTED       USGS
 LN0221  HISTORY     - 1962     GOOD             CGS
 LN0221
 LN0221                          STATION DESCRIPTION
 LN0221
 LN0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0221'40.25 MI E FROM LINWOOD.
 LN0221'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0221'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 35.25 MILES
 LN0221'EAST ALONG CLAY BASIN ROAD, 56 FEET SOUTHWEST OF THE CENTER OF THE
 LN0221'JUNCTION OF A TRACK ROAD SOUTH, 41 FEET SOUTH OF THE CENTER LINE OF
 LN0221'THE ROAD, 14 FEET WEST OF THE CENTER LINE OF THE TRACK ROAD, 109 FEET
 LN0221'EAST OF THE CENTER OF A CATTLEGUARD, 14 FEET WEST OF THE CENTER OF A
 LN0221'GATE, 1.1 FEET NORTH OF A FENCE, 0.7 FOOT NORTH OF A WITNESS POST,
 LN0221'ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 LN0221'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HP0425 ***********************************************************************
 HP0425  DESIGNATION -  16 LRC
 HP0425  PID         -  HP0425
 HP0425  STATE/COUNTY-  UT/WASHINGTON
 HP0425  COUNTRY     -  US
 HP0425  USGS QUAD   -  SCARECROW PEAK (2017)
 HP0425
 HP0425                         *CURRENT SURVEY CONTROL
 HP0425  ______________________________________________________________________
 HP0425* NAD 83(1986) POSITION- 37 09 46.     (N) 114 03 01.     (W)   SCALED
 HP0425* NAVD 88 ORTHO HEIGHT -  1008.990 (meters)     3310.33  (feet) POSTED
 HP0425  ______________________________________________________________________
 HP0425  GEOID HEIGHT    -        -24.973 (meters)                     GEOID18
 HP0425  DYNAMIC HEIGHT  -       1007.97  (meters)     3307.0   (feet) COMP
 HP0425  MODELED GRAVITY -    979,584.8   (mgal)                       NAVD 88
 HP0425
 HP0425  VERT ORDER      -  * POSTED, SEE BELOW
 HP0425
 HP0425.The horizontal coordinates were scaled from a map and have
 HP0425.an estimated accuracy of +/- 6 seconds.
 HP0425
 HP0425.The orthometric height was determined by differential leveling
 HP0425.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HP0425
 HP0425.* This is a POSTED BENCH MARK height.
 HP0425
 HP0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 HP0425.GEOID18 height accuracy estimate available here.
 HP0425
 HP0425.Click photographs - Photos may exist for this station.
 HP0425
 HP0425.The dynamic height is computed by dividing the NAVD 88
 HP0425.geopotential number by the normal gravity value computed on the
 HP0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0425.degrees latitude (g = 980.6199 gals.).
 HP0425
 HP0425.The modeled gravity was interpolated from observed gravity values.
 HP0425
 HP0425;                    North         East    Units  Estimated Accuracy
 HP0425;SPC UT S     - 3,058,150.      273,510.      MT  (+/- 180 meters Scaled)
 HP0425
 HP0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB619170(NAD 83)
 HP0425
 HP0425                          SUPERSEDED SURVEY CONTROL
 HP0425
 HP0425.No superseded survey control is available for this station.
 HP0425
 HP0425_MARKER: DD = SURVEY DISK
 HP0425_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0425_STAMPING: 16 LRC 1973 3308
 HP0425_MARK LOGO: USGS
 HP0425_PROJECTION: FLUSH
 HP0425_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0425+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0425
 HP0425  HISTORY     - Date     Condition        Report By
 HP0425  HISTORY     - 1973     MONUMENTED       USGS
 HP0425
 HP0425                          STATION DESCRIPTION
 HP0425
 HP0425'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (LRC)
 HP0425'FROM THE POST OFFICE IN MESQUITE, UTAH, PROCEED 33.6 MILES NORTHEAST
 HP0425'ALONG U S HIGHWAY 91 TO A POINT 11.2 MILES NORTHWEST OF CASTLE ROCK
 HP0425'CLIFF, ALONG LYTLE RANCH ROAD TO A Y-ROAD NORTH, THENCE 3.0 MILES
 HP0425'NORTHWEST ALONG A BLM ROAD TO THE NEVADA-UTAH STATE LINE, AT A T-ROAD
 HP0425'FORK, 34.5 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, IN LINE
 HP0425'WITH A ROAD SOUTH, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL
 HP0425'ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0262 ***********************************************************************
 JM0262  DESIGNATION -  160 00
 JM0262  PID         -  JM0262
 JM0262  STATE/COUNTY-  UT/SAN JUAN
 JM0262  COUNTRY     -  US
 JM0262  USGS QUAD   -  CHURCH ROCK (2017)
 JM0262
 JM0262                         *CURRENT SURVEY CONTROL
 JM0262  ______________________________________________________________________
 JM0262* NAD 83(1986) POSITION- 38 01 06.02   (N) 109 20 56.06   (W)   HD_HELD1
 JM0262* NAVD 88 ORTHO HEIGHT -  1892.019 (meters)     6207.40  (feet) ADJUSTED
 JM0262  ______________________________________________________________________
 JM0262  GEOID HEIGHT    -        -18.768 (meters)                     GEOID18
 JM0262  DYNAMIC HEIGHT  -       1889.856 (meters)     6200.30  (feet) COMP
 JM0262  MODELED GRAVITY -    979,418.6   (mgal)                       NAVD 88
 JM0262
 JM0262  VERT ORDER      -  FIRST     CLASS II
 JM0262
 JM0262.The horizontal coordinates were determined by differentially corrected
 JM0262.hand held GPS observations or other comparable positioning techniques
 JM0262.and have an estimated accuracy of +/- 3 meters.
 JM0262
 JM0262.The orthometric height was determined by differential leveling and
 JM0262.adjusted by the NATIONAL GEODETIC SURVEY
 JM0262.in June 1991.
 JM0262
 JM0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0262.GEOID18 height accuracy estimate available here.
 JM0262
 JM0262.Click photographs - Photos may exist for this station.
 JM0262
 JM0262.The dynamic height is computed by dividing the NAVD 88
 JM0262.geopotential number by the normal gravity value computed on the
 JM0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0262.degrees latitude (g = 980.6199 gals.).
 JM0262
 JM0262.The modeled gravity was interpolated from observed gravity values.
 JM0262
 JM0262;                    North         East    Units  Estimated Accuracy
 JM0262;SPC UT S     - 3,152,186.9     688,864.6     MT  (+/- 3 meters HH1 GPS) 
 JM0262
 JM0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH4493009136(NAD 83)
 JM0262
 JM0262                          SUPERSEDED SURVEY CONTROL
 JM0262
 JM0262  NGVD 29 (??/??/92) 1890.936  (m)         6203.85   (f) ADJ UNCH    1 2
 JM0262
 JM0262.Superseded values are not recommended for survey control.
 JM0262
 JM0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0262.See file dsdata.pdf to determine how the superseded data were derived.
 JM0262
 JM0262_MARKER: P = PIPE CAP
 JM0262_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0262_MARK LOGO: UTDH
 JM0262_MAGNETIC: P = MARKER IS A STEEL PIPE
 JM0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0262
 JM0262  HISTORY     - Date     Condition        Report By
 JM0262  HISTORY     - UNK      MONUMENTED       UTDH
 JM0262  HISTORY     - 1934     GOOD             CGS
 JM0262
 JM0262                          STATION DESCRIPTION
 JM0262
 JM0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0262'10.5 MI N FROM MONTICELLO.
 JM0262'10.5 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 JM0262'MONTICELLO, SAN JUAN COUNTY, 170 FEET SOUTH OF A 24-INCH CORRUGATED
 JM0262'IRON CULVERT, AND 50 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 JM0262'UTAH STATE HIGHWAY DEPARTMENT STANDARD CAP, FASTENED ON THE TOP OF A
 JM0262'1-1/2 INCH IRON PIPE PAINTED WHITE AND PROJECTING 1-1/2 FEET ABOVE
 JM0262'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0337 ***********************************************************************
 LP0337  DESIGNATION -  160 FMK
 LP0337  PID         -  LP0337
 LP0337  STATE/COUNTY-  UT/TOOELE
 LP0337  COUNTRY     -  US
 LP0337  USGS QUAD   -  TIMPIE (2017)
 LP0337
 LP0337                         *CURRENT SURVEY CONTROL
 LP0337  ______________________________________________________________________
 LP0337* NAD 83(1986) POSITION- 40 44 00.2    (N) 112 39 22.1    (W)   HD_HELD2
 LP0337* NAVD 88 ORTHO HEIGHT -  1286.833 (meters)     4221.88  (feet) ADJUSTED
 LP0337  ______________________________________________________________________
 LP0337  GEOID HEIGHT    -        -17.503 (meters)                     GEOID18
 LP0337  DYNAMIC HEIGHT  -       1285.864 (meters)     4218.71  (feet) COMP
 LP0337  MODELED GRAVITY -    979,826.7   (mgal)                       NAVD 88
 LP0337
 LP0337  VERT ORDER      -  SECOND    CLASS 0
 LP0337
 LP0337.The horizontal coordinates were established by autonomous hand held GPS
 LP0337.observations and have an estimated accuracy of +/- 10 meters.
 LP0337
 LP0337.The orthometric height was determined by differential leveling and
 LP0337.adjusted by the NATIONAL GEODETIC SURVEY
 LP0337.in June 1991.
 LP0337
 LP0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0337.GEOID18 height accuracy estimate available here.
 LP0337
 LP0337.Click photographs - Photos may exist for this station.
 LP0337
 LP0337.The dynamic height is computed by dividing the NAVD 88
 LP0337.geopotential number by the normal gravity value computed on the
 LP0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0337.degrees latitude (g = 980.6199 gals.).
 LP0337
 LP0337.The modeled gravity was interpolated from observed gravity values.
 LP0337
 LP0337;                    North         East    Units  Estimated Accuracy
 LP0337;SPC UT C     - 2,267,095.      402,338.      MT  (+/- 10 meters HH2 GPS)
 LP0337
 LP0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL6015310480(NAD 83)
 LP0337
 LP0337                          SUPERSEDED SURVEY CONTROL
 LP0337
 LP0337  NGVD 29 (??/??/92) 1285.83   (m)         4218.6    (f) COMPUTED    2 0
 LP0337
 LP0337.Superseded values are not recommended for survey control.
 LP0337
 LP0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0337.See file dsdata.pdf to determine how the superseded data were derived.
 LP0337
 LP0337_MARKER: DB = BENCH MARK DISK
 LP0337_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LP0337_STAMPING: 160 FMK 1966
 LP0337_MARK LOGO: USGS
 LP0337_PROJECTION: FLUSH
 LP0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0337_ROD/PIPE-DEPTH: 26.8 meters
 LP0337
 LP0337  HISTORY     - Date     Condition        Report By
 LP0337  HISTORY     - 1966     MONUMENTED       USGS
 LP0337
 LP0337                          STATION DESCRIPTION
 LP0337
 LP0337'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LP0337'1.4 KM (0.90 MI) SOUTH FROM TIMPIE.
 LP0337'0.9 MI SOUTH OF TIMPIE, ALONG THE ROAD TO DUGWAY PROVING GROUNDS, IN
 LP0337'THE CENTER OF THE INTERSECTION FORMED BY Y-ROADS SOUTHEAST AND
 LP0337'NORTHEAST FROM THE NORTH-SOUTH ROAD, 150 FEET EAST OF THE ROAD, 122
 LP0337'FEET SOUTH OF THE CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0635 ***********************************************************************
 JO0635  DESIGNATION -  17 DOR
 JO0635  PID         -  JO0635
 JO0635  STATE/COUNTY-  UT/BEAVER
 JO0635  COUNTRY     -  US
 JO0635  USGS QUAD   -  PINE GROVE RESERVOIR (2017)
 JO0635
 JO0635                         *CURRENT SURVEY CONTROL
 JO0635  ______________________________________________________________________
 JO0635* NAD 83(1986) POSITION- 38 18 44.     (N) 113 43 22.     (W)   SCALED
 JO0635* NAVD 88 ORTHO HEIGHT -  1816.780 (meters)     5960.55  (feet) POSTED
 JO0635  ______________________________________________________________________
 JO0635  GEOID HEIGHT    -        -21.540 (meters)                     GEOID18
 JO0635  DYNAMIC HEIGHT  -       1814.74  (meters)     5953.9   (feet) COMP
 JO0635  MODELED GRAVITY -    979,442.2   (mgal)                       NAVD 88
 JO0635
 JO0635  VERT ORDER      -  * POSTED, SEE BELOW
 JO0635
 JO0635.The horizontal coordinates were scaled from a map and have
 JO0635.an estimated accuracy of +/- 6 seconds.
 JO0635
 JO0635.The orthometric height was determined by differential leveling
 JO0635.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0635
 JO0635.* This is a POSTED BENCH MARK height.
 JO0635
 JO0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0635.GEOID18 height accuracy estimate available here.
 JO0635
 JO0635.Click photographs - Photos may exist for this station.
 JO0635
 JO0635.The dynamic height is computed by dividing the NAVD 88
 JO0635.geopotential number by the normal gravity value computed on the
 JO0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0635.degrees latitude (g = 980.6199 gals.).
 JO0635
 JO0635.The modeled gravity was interpolated from observed gravity values.
 JO0635
 JO0635;                    North         East    Units  Estimated Accuracy
 JO0635;SPC UT S     - 3,184,950.      305,620.      MT  (+/- 180 meters Scaled)
 JO0635
 JO0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH619439(NAD 83)
 JO0635
 JO0635                          SUPERSEDED SURVEY CONTROL
 JO0635
 JO0635.No superseded survey control is available for this station.
 JO0635
 JO0635_MARKER: DB = BENCH MARK DISK
 JO0635_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0635_STAMPING: 17 DOR 1971 5957
 JO0635_MARK LOGO: USGS
 JO0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0635
 JO0635  HISTORY     - Date     Condition        Report By
 JO0635  HISTORY     - 1971     MONUMENTED       USGS
 JO0635
 JO0635                          STATION DESCRIPTION
 JO0635
 JO0635'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0635'52.9 KM (32.90 MI) NNW FROM LUND.
 JO0635'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0635'AND PINE VALLEY ROAD, PROCEED 32.9 MILES WEST AND NORTH ALONG PINE
 JO0635'VALLEY ROAD TO A POINT 1 MILE SOUTH OF A CATTLEGUARD, 15 MILES SOUTH
 JO0635'OF STATE HIGHWAY 21, 43 FEET WEST OF THE CENTER OF THE ROAD.  A
 JO0635'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 JO0635'PROJECTING 3 INCHES.
 JO0635'THE MARK IS 1.8 FT  E FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HP0506 ***********************************************************************
 HP0506  DESIGNATION -  17 DOR
 HP0506  PID         -  HP0506
 HP0506  STATE/COUNTY-  UT/IRON
 HP0506  COUNTRY     -  US
 HP0506  USGS QUAD   -  UVADA (2017)
 HP0506
 HP0506                         *CURRENT SURVEY CONTROL
 HP0506  ______________________________________________________________________
 HP0506* NAD 83(1986) POSITION- 37 44 14.     (N) 114 01 06.     (W)   SCALED
 HP0506* NAVD 88 ORTHO HEIGHT -  1716.363 (meters)     5631.10  (feet) POSTED
 HP0506  ______________________________________________________________________
 HP0506  GEOID HEIGHT    -        -23.173 (meters)                     GEOID18
 HP0506  DYNAMIC HEIGHT  -       1714.41  (meters)     5624.7   (feet) COMP
 HP0506  MODELED GRAVITY -    979,433.4   (mgal)                       NAVD 88
 HP0506
 HP0506  VERT ORDER      -  * POSTED, SEE BELOW
 HP0506
 HP0506.The horizontal coordinates were scaled from a map and have
 HP0506.an estimated accuracy of +/- 6 seconds.
 HP0506
 HP0506.The orthometric height was determined by differential leveling
 HP0506.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HP0506
 HP0506.* This is a POSTED BENCH MARK height.
 HP0506
 HP0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 HP0506.GEOID18 height accuracy estimate available here.
 HP0506
 HP0506.Click photographs - Photos may exist for this station.
 HP0506
 HP0506.The dynamic height is computed by dividing the NAVD 88
 HP0506.geopotential number by the normal gravity value computed on the
 HP0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0506.degrees latitude (g = 980.6199 gals.).
 HP0506
 HP0506.The modeled gravity was interpolated from observed gravity values.
 HP0506
 HP0506;                    North         East    Units  Estimated Accuracy
 HP0506;SPC UT S     - 3,121,800.      278,060.      MT  (+/- 180 meters Scaled)
 HP0506
 HP0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB627808(NAD 83)
 HP0506
 HP0506                          SUPERSEDED SURVEY CONTROL
 HP0506
 HP0506.No superseded survey control is available for this station.
 HP0506
 HP0506_MARKER: DD = SURVEY DISK
 HP0506_SETTING: 66 = SET IN ROCK OUTCROP
 HP0506_STAMPING: 17 DOR 1972 5627
 HP0506_MARK LOGO: USGS
 HP0506_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0506_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HP0506+STABILITY: POSITION/ELEVATION WELL
 HP0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0506+SATELLITE: SATELLITE OBSERVATIONS - 1972
 HP0506
 HP0506  HISTORY     - Date     Condition        Report By
 HP0506  HISTORY     - 1972     MONUMENTED       USGS
 HP0506
 HP0506                          STATION DESCRIPTION
 HP0506
 HP0506'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (DOR)
 HP0506'FROM UVADA, PROCEED 1.9 MILES NORTRHEAST ALONG THE RAILROAD TO THE
 HP0506'TOP OF A SLIGHT RISE, 100 FEET NORTHWEST AND 15 FEET ABOVE THE
 HP0506'TRACKS, 100 FEET SOUTHEST OF AND 4 FEET HIGHER THAN UTAH HIGHWAY 56,
 HP0506'20 FEET SOUTHWEST OF MILEPOST 503, 2 FEET WEST OF A FENCE AND WITNESS
 HP0506'SIGN, CEMENTED IN BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0550 ***********************************************************************
 MR0550  DESIGNATION -  17 FMK
 MR0550  PID         -  MR0550
 MR0550  STATE/COUNTY-  UT/WEBER
 MR0550  COUNTRY     -  US
 MR0550  USGS QUAD   -  SNOW BASIN (2017)
 MR0550
 MR0550                         *CURRENT SURVEY CONTROL
 MR0550  ______________________________________________________________________
 MR0550* NAD 83(1986) POSITION- 41 08 18.     (N) 111 52 08.     (W)   SCALED
 MR0550* NAVD 88 ORTHO HEIGHT -  1430.124 (meters)     4692.00  (feet) ADJUSTED
 MR0550  ______________________________________________________________________
 MR0550  GEOID HEIGHT    -        -16.299 (meters)                     GEOID18
 MR0550  DYNAMIC HEIGHT  -       1429.007 (meters)     4688.33  (feet) COMP
 MR0550  MODELED GRAVITY -    979,793.3   (mgal)                       NAVD 88
 MR0550
 MR0550  VERT ORDER      -  FIRST     CLASS II
 MR0550
 MR0550.The horizontal coordinates were scaled from a map and have
 MR0550.an estimated accuracy of +/- 6 seconds.
 MR0550
 MR0550.The orthometric height was determined by differential leveling and
 MR0550.adjusted by the NATIONAL GEODETIC SURVEY
 MR0550.in June 1991.
 MR0550
 MR0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0550.GEOID18 height accuracy estimate available here.
 MR0550
 MR0550.Click photographs - Photos may exist for this station.
 MR0550
 MR0550.The dynamic height is computed by dividing the NAVD 88
 MR0550.geopotential number by the normal gravity value computed on the
 MR0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0550.degrees latitude (g = 980.6199 gals.).
 MR0550
 MR0550.The modeled gravity was interpolated from observed gravity values.
 MR0550
 MR0550;                    North         East    Units  Estimated Accuracy
 MR0550;SPC UT N     - 1,089,460.      469,030.      MT  (+/- 180 meters Scaled)
 MR0550
 MR0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL270544(NAD 83)
 MR0550
 MR0550                          SUPERSEDED SURVEY CONTROL
 MR0550
 MR0550  NGVD 29 (06/08/92) 1429.096  (m)         4688.63   (f) ADJUSTED    1 2
 MR0550
 MR0550.Superseded values are not recommended for survey control.
 MR0550
 MR0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0550.See file dsdata.pdf to determine how the superseded data were derived.
 MR0550
 MR0550_MARKER: DB = BENCH MARK DISK
 MR0550_SETTING: 80 = SET IN A BOULDER
 MR0550_STAMPING: 17 FMK 1974
 MR0550_MARK LOGO: USGS
 MR0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0550+STABILITY: SURFACE MOTION
 MR0550
 MR0550  HISTORY     - Date     Condition        Report By
 MR0550  HISTORY     - 1974     MONUMENTED       USGS
 MR0550  HISTORY     - 1983     GOOD             NGS
 MR0550
 MR0550                          STATION DESCRIPTION
 MR0550
 MR0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0550'17.9 KM (11.1 MI) SOUTH FROM OGDEN.
 MR0550'17.9 KM (11.1 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0550'STATION IN OGDEN, IN THE CENTER OF A 2 BY 3 FT BOULDER, 0.2 KM (0.1
 MR0550'MI) EAST OF HIGHWAY MILEPOST 90, 50.0 METERS (164.0 FT) SOUTH OF THE
 MR0550'NEAR RAIL, 12.2 METERS (40.0 FT) NORTH OF THE CENTERLINE OF THE WEST
 MR0550'BOUND LANES OF INTERSTATE HIGHWAY 84, AND 4.0 METERS (13.1 FT) EAST OF
 MR0550'THE EAST END OF A ROCK RETAINING WALL.
 MR0550'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 MR0550'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5796 ***********************************************************************
 AI5796  CBN         -  This is a Cooperative Base Network Control Station.
 AI5796  DESIGNATION -  175A2S1W
 AI5796  PID         -  AI5796
 AI5796  STATE/COUNTY-  UT/SALT LAKE
 AI5796  COUNTRY     -  US
 AI5796  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 AI5796
 AI5796                         *CURRENT SURVEY CONTROL
 AI5796  ______________________________________________________________________
 AI5796* NAD 83(2011) POSITION- 40 38 57.86415(N) 111 58 48.70728(W)   ADJUSTED
 AI5796* NAD 83(2011) ELLIP HT-  1377.025 (meters)        (06/27/12)   ADJUSTED
 AI5796* NAD 83(2011) EPOCH   -  2010.00
 AI5796* NAVD 88 ORTHO HEIGHT -  1394.2   (meters)     4574.    (feet) GPS OBS
 AI5796  ______________________________________________________________________
 AI5796  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5796  GEOID HEIGHT    -        -17.195 (meters)                     GEOID09
 AI5796  GEOID HEIGHT    -        -17.217 (meters)                     GEOID18
 AI5796  NAD 83(2011) X  - -1,814,197.839 (meters)                     COMP
 AI5796  NAD 83(2011) Y  - -4,494,769.465 (meters)                     COMP
 AI5796  NAD 83(2011) Z  -  4,133,858.734 (meters)                     COMP
 AI5796  LAPLACE CORR    -          1.40  (seconds)                    DEFLEC18
 AI5796
 AI5796  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5796  Standards:
 AI5796         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5796            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5796  -------------------------------------------------------------------
 AI5796  NETWORK    0.64   1.51           0.29   0.23   0.77     -0.06660387
 AI5796  -------------------------------------------------------------------
 AI5796  Click here for local accuracies and other accuracy information.
 AI5796
 AI5796.The horizontal coordinates were established by GPS observations
 AI5796.and adjusted by the National Geodetic Survey in June 2012.
 AI5796
 AI5796.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5796.been affixed to the stable North American tectonic plate. See 
 AI5796.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5796
 AI5796.The horizontal coordinates are valid at the epoch date displayed above
 AI5796.which is a decimal equivalence of Year/Month/Day.
 AI5796
 AI5796.The orthometric height was determined by GPS observations and a
 AI5796.high-resolution geoid model.
 AI5796
 AI5796.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5796.GEOID18 height accuracy estimate available here.
 AI5796
 AI5796.Click photographs - Photos may exist for this station.
 AI5796
 AI5796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5796
 AI5796.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5796
 AI5796.The ellipsoidal height was determined by GPS observations
 AI5796.and is referenced to NAD 83.
 AI5796
 AI5796. The following values were computed from the NAD 83(2011) position.
 AI5796
 AI5796;                    North         East     Units Scale Factor Converg.
 AI5796;SPC UT C     - 2,257,246.781   459,385.463   MT  0.99999985   -0 18 27.4
 AI5796;SPC UT C     - 7,405,650.48  1,507,167.14   sFT  0.99999985   -0 18 27.4
 AI5796;UTM  12      - 4,500,300.871   417,128.095   MT  0.99968453   -0 38 18.8
 AI5796
 AI5796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5796!SPC UT C     -   0.99978404  x   0.99999985  =   0.99978389
 AI5796!UTM  12      -   0.99978404  x   0.99968453  =   0.99946864
 AI5796
 AI5796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1712800300(NAD 83)
 AI5796
 AI5796                          SUPERSEDED SURVEY CONTROL
 AI5796
 AI5796  NAD 83(2007)-  40 38 57.86384(N)    111 58 48.70783(W) AD(2002.00) 0
 AI5796  ELLIP H (02/10/07) 1377.038  (m)                       GP(2002.00)    
 AI5796  NAD 83(1994)-  40 38 57.86331(N)    111 58 48.70724(W) AD(       ) A
 AI5796  ELLIP H (06/28/00) 1377.055  (m)                       GP(       ) 4 1
 AI5796  NAVD 88 (06/28/00) 1394.3    (m)  GEOID99  model used  GPS OBS        
 AI5796
 AI5796.Superseded values are not recommended for survey control.
 AI5796
 AI5796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5796.See file dsdata.pdf to determine how the superseded data were derived.
 AI5796
 AI5796_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI5796_SETTING: 0 = UNSPECIFIED SETTING
 AI5796_STAMPING: 235 68 4570.9 2S1W175A
 AI5796_MARK LOGO: BOR
 AI5796_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5796+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1999
 AI5796
 AI5796  HISTORY     - Date     Condition        Report By
 AI5796  HISTORY     - UNK      MONUMENTED       BOR
 AI5796  HISTORY     - 19990617 GOOD             SLCS
 AI5796
 AI5796                          STATION DESCRIPTION
 AI5796
 AI5796'DESCRIBED BY SALT LAKE COUNTY SURVEYOR 1999 (DW)
 AI5796'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) SOUTHWEST OF SALT LAKE
 AI5796'CITY, ABOUT 8.4 KM (5.20 MI) NORTHWEST OF MIDVALE AND ABOUT 0.6 KM
 AI5796'(0.35 MI) SOUTH OF KEARNS.  OWNERSHIP--JORDAN VALLEY AQUEDUCT WATER
 AI5796'DISTRICT (C.U.W.C.D.) OREM, UT.  TO REACH FROM THE JUNCTION OF STATE
 AI5796'HIGHWAYS 201, 21 SOUTH FREEWAY, AND 154, BANGERTER HIGHWAY, GO SOUTH
 AI5796'ON HIGHWAY 154 FOR 8.45 KM (5.25 MI) TO THE EXIT ON THE RIGHT TO A
 AI5796'K-MART SHOPPING CENTER.  TURN RIGHT AND GO WEST FOR 0.24 KM (0.15 MI)
 AI5796'TO AN INTERSECTION IN THE PARKING LOT.  TURN LEFT AND GO SOUTH FOR
 AI5796'0.08 KM (0.05 MI) TO A 1.8 M (5.9 FT) TALL BY 4.8 M (15.7 FT) WIDE
 AI5796'CHAIN-LINK GATE IN THE SOUTHEAST CORNER OF THE PARKING LOT.  THE GATE
 AI5796'IS UNLOCKED.  PASS THROUGH GATE AND GO SOUTH ON A DIRT ROAD FOR 76.2 M
 AI5796'(250.0 FT) TO THE STATION ON THE LEFT.  THE STATION IS A BRASS BUREAU
 AI5796'OF RECLAMATION DISK SET IN A 2.1 M (6.9 FT) E/W BY 2.4 M (7.9 FT) N/S
 AI5796'CONCRETE STRUCTURE THAT PROJECTS 0.15 M (0.49 FT) ABOVE GROUND AND HAS
 AI5796'A 1.0 M (3.3 FT) BY 1.2 M (3.9 FT) STEEL INSPECTION LID AND A 0.15 M
 AI5796'(0.49 FT) DIAMETER BY 0.8 M (2.6 FT) TALL STEEL AIRVENT PIPE.  IT IS
 AI5796'7.6 M (24.9 FT) EAST OF A 2.7 M (8.9 FT) TALL CONCRETE FENCE, 7.6 M
 AI5796'(24.9 FT) WEST OF THE WEST EDGE OF AN ON RAMP TO BANGERTER HIGHWAY,
 AI5796'3.0 M (9.8 FT) EAST OF THE CENTER OF THE DIRT ROAD, 1.2 M (3.9 FT)
 AI5796'WEST-SOUTHWEST OF THE NORTHEAST CORNER OF THE STRUCTURE, 0.6 M (2.0
 AI5796'FT) EAST OF THE AIRVENT PIPE AND 0.4 M (1.3 FT) SOUTH OF THE NORTH
 AI5796'SIDE OF THE STRUCTURE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JP0513 ***********************************************************************
 JP0513  DESIGNATION -  178 DOR
 JP0513  PID         -  JP0513
 JP0513  STATE/COUNTY-  UT/MILLARD
 JP0513  COUNTRY     -  US
 JP0513  USGS QUAD   -  TWEEDY WASH (2018)
 JP0513
 JP0513                         *CURRENT SURVEY CONTROL
 JP0513  ______________________________________________________________________
 JP0513* NAD 83(1986) POSITION- 38 43 53.     (N) 114 02 59.     (W)   SCALED
 JP0513* NAVD 88 ORTHO HEIGHT -  1682.779 (meters)     5520.92  (feet) POSTED
 JP0513  ______________________________________________________________________
 JP0513  GEOID HEIGHT    -        -20.929 (meters)                     GEOID18
 JP0513  DYNAMIC HEIGHT  -       1681.02  (meters)     5515.1   (feet) COMP
 JP0513  MODELED GRAVITY -    979,526.2   (mgal)                       NAVD 88
 JP0513
 JP0513  VERT ORDER      -  * POSTED, SEE BELOW
 JP0513
 JP0513.The horizontal coordinates were scaled from a map and have
 JP0513.an estimated accuracy of +/- 6 seconds.
 JP0513
 JP0513.The orthometric height was determined by differential leveling
 JP0513.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JP0513
 JP0513.* This is a POSTED BENCH MARK height.
 JP0513
 JP0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 JP0513.GEOID18 height accuracy estimate available here.
 JP0513
 JP0513.Click photographs - Photos may exist for this station.
 JP0513
 JP0513.The dynamic height is computed by dividing the NAVD 88
 JP0513.geopotential number by the normal gravity value computed on the
 JP0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0513.degrees latitude (g = 980.6199 gals.).
 JP0513
 JP0513.The modeled gravity was interpolated from observed gravity values.
 JP0513
 JP0513;                    North         East    Units  Estimated Accuracy
 JP0513;SPC UT C     - 2,047,350.      278,310.      MT  (+/- 180 meters Scaled)
 JP0513
 JP0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC564911(NAD 83)
 JP0513
 JP0513                          SUPERSEDED SURVEY CONTROL
 JP0513
 JP0513.No superseded survey control is available for this station.
 JP0513
 JP0513_MARKER: DB = BENCH MARK DISK
 JP0513_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0513_STAMPING: 178 DOR 1971 5517
 JP0513_MARK LOGO: USGS
 JP0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0513
 JP0513  HISTORY     - Date     Condition        Report By
 JP0513  HISTORY     - 1971     MONUMENTED       USGS
 JP0513
 JP0513                          STATION DESCRIPTION
 JP0513
 JP0513'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0513'25.7 KM (16.00 MI) SOUTH FROM GARRISON.
 JP0513'AT BIG SPRINGS RANCH, NEVADA, FROM THE T-ROAD ENTERING THE RANCH,
 JP0513'PROCEED EAST ALONG THE OLD ROAD LEADING TO GARRISON, 110 FEET NORTH
 JP0513'OF A STANDARD USGLO BRASS CAP STAMPED T10N R70E S31C S24C 5519, 100
 JP0513'FEET WEST OF THE ROAD, 1 FOOT EAST OF A FENCE.  A COPPER-CLAD STEEL
 JP0513'ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JP0513'THE MARK IS 1 FT  E FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JP0515 ***********************************************************************
 JP0515  DESIGNATION -  179 DOR
 JP0515  PID         -  JP0515
 JP0515  STATE/COUNTY-  UT/MILLARD
 JP0515  COUNTRY     -  US
 JP0515  USGS QUAD   -  NEEDLE POINT SPRING (2017)
 JP0515
 JP0515                         *CURRENT SURVEY CONTROL
 JP0515  ______________________________________________________________________
 JP0515* NAD 83(1986) POSITION- 38 45 43.     (N) 114 02 32.     (W)   SCALED
 JP0515* NAVD 88 ORTHO HEIGHT -  1663.763 (meters)     5458.53  (feet) POSTED
 JP0515  ______________________________________________________________________
 JP0515  GEOID HEIGHT    -        -20.890 (meters)                     GEOID18
 JP0515  DYNAMIC HEIGHT  -       1662.04  (meters)     5452.9   (feet) COMP
 JP0515  MODELED GRAVITY -    979,532.3   (mgal)                       NAVD 88
 JP0515
 JP0515  VERT ORDER      -  * POSTED, SEE BELOW
 JP0515
 JP0515.The horizontal coordinates were scaled from a map and have
 JP0515.an estimated accuracy of +/- 6 seconds.
 JP0515
 JP0515.The orthometric height was determined by differential leveling
 JP0515.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JP0515
 JP0515.* This is a POSTED BENCH MARK height.
 JP0515
 JP0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 JP0515.GEOID18 height accuracy estimate available here.
 JP0515
 JP0515.Click photographs - Photos may exist for this station.
 JP0515
 JP0515.The dynamic height is computed by dividing the NAVD 88
 JP0515.geopotential number by the normal gravity value computed on the
 JP0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0515.degrees latitude (g = 980.6199 gals.).
 JP0515
 JP0515.The modeled gravity was interpolated from observed gravity values.
 JP0515
 JP0515;                    North         East    Units  Estimated Accuracy
 JP0515;SPC UT C     - 2,050,730.      279,050.      MT  (+/- 180 meters Scaled)
 JP0515
 JP0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC570945(NAD 83)
 JP0515
 JP0515                          SUPERSEDED SURVEY CONTROL
 JP0515
 JP0515.No superseded survey control is available for this station.
 JP0515
 JP0515_MARKER: DB = BENCH MARK DISK
 JP0515_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0515_STAMPING: 179 DOR 1971 5455
 JP0515_MARK LOGO: USGS
 JP0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0515
 JP0515  HISTORY     - Date     Condition        Report By
 JP0515  HISTORY     - 1971     MONUMENTED       USGS
 JP0515
 JP0515                          STATION DESCRIPTION
 JP0515
 JP0515'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0515'22.5 KM (14.00 MI) SOUTH FROM GARRISON.
 JP0515'AT BIG SPRINGS RANCH, NEVADA, FROM THE T-ROAD ENTERING THE RANCH,
 JP0515'PROCEED 7.9 MILES EAST AND NORTH ALONG THE OLD ROAD LEADING TO
 JP0515'GARRISON, 0.2 MILES NORTH OF A USBLM CADASTRAL SURVEY MARK STAMPED
 JP0515'T23S R20W R19W S36 S31 1963 10480, 50 FEET SOUTHWEST OF A T-ROAD EAST
 JP0515'ROAD, 50 FEET EAST OF THE ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN
 JP0515'UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JP0515'THE MARK IS 2 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0028 ***********************************************************************
 JO0028  DESIGNATION -  18
 JO0028  PID         -  JO0028
 JO0028  STATE/COUNTY-  UT/SEVIER
 JO0028  COUNTRY     -  US
 JO0028  USGS QUAD   -  TRAIL MOUNTAIN (2017)
 JO0028
 JO0028                         *CURRENT SURVEY CONTROL
 JO0028  ______________________________________________________________________
 JO0028* NAD 83(1986) POSITION- 38 34 57.3    (N) 112 25 54.4    (W)   HD_HELD2
 JO0028* NAVD 88 ORTHO HEIGHT -  1955.794 (meters)     6416.63  (feet) ADJUSTED
 JO0028  ______________________________________________________________________
 JO0028  GEOID HEIGHT    -        -19.200 (meters)                     GEOID18
 JO0028  DYNAMIC HEIGHT  -       1953.593 (meters)     6409.41  (feet) COMP
 JO0028  MODELED GRAVITY -    979,433.5   (mgal)                       NAVD 88
 JO0028
 JO0028  VERT ORDER      -  FIRST     CLASS II
 JO0028
 JO0028.The horizontal coordinates were established by autonomous hand held GPS
 JO0028.observations and have an estimated accuracy of +/- 10 meters.
 JO0028
 JO0028.The orthometric height was determined by differential leveling and
 JO0028.adjusted by the NATIONAL GEODETIC SURVEY
 JO0028.in June 1991.
 JO0028
 JO0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0028.GEOID18 height accuracy estimate available here.
 JO0028
 JO0028.Click photographs - Photos may exist for this station.
 JO0028
 JO0028.The dynamic height is computed by dividing the NAVD 88
 JO0028.geopotential number by the normal gravity value computed on the
 JO0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0028.degrees latitude (g = 980.6199 gals.).
 JO0028
 JO0028.The modeled gravity was interpolated from observed gravity values.
 JO0028
 JO0028;                    North         East    Units  Estimated Accuracy
 JO0028;SPC UT C     - 2,028,096.      418,802.      MT  (+/- 10 meters HH2 GPS)
 JO0028
 JO0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH7529171428(NAD 83)
 JO0028
 JO0028                          SUPERSEDED SURVEY CONTROL
 JO0028
 JO0028  NGVD 29 (??/??/??) 1954.74   (m)         6413.2    (f) RESET       3  
 JO0028
 JO0028.Superseded values are not recommended for survey control.
 JO0028
 JO0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0028.See file dsdata.pdf to determine how the superseded data were derived.
 JO0028
 JO0028_MARKER: DD = SURVEY DISK
 JO0028_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0028_SP_SET: CULVERT HEADWALL
 JO0028_STAMPING: 18 1951
 JO0028_MARK LOGO: BPR
 JO0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0028+STABILITY: SURFACE MOTION
 JO0028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JO0028+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2010
 JO0028
 JO0028  HISTORY     - Date     Condition        Report By
 JO0028  HISTORY     - 1951     MONUMENTED       BPR
 JO0028  HISTORY     - 1975     MARK NOT FOUND   USGS
 JO0028  HISTORY     - 20101209 GOOD             GEOCAC
 JO0028
 JO0028                          STATION DESCRIPTION
 JO0028
 JO0028'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1951
 JO0028'9.5 MI E FROM COVE FORT.
 JO0028'IN SEVIER COUNTY, 9.5 MILES EAST ALONG STATE HIGHWAY 13 FROM COVE
 JO0028'FORT, MILLARD COUNTY, AT A CORRUGATED-METAL PIPE CULVERT, IN THE TOP
 JO0028'OF THE NORTH CONCRETE HEADWALL, AND 20 FEET NORTH OF THE CENTERLINE OF
 JO0028'THE HIGHWAY.
 JO0028
 JO0028                          STATION RECOVERY (1975)
 JO0028
 JO0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0028'MARK NOT FOUND.
 JO0028
 JO0028                          STATION RECOVERY (2010)
 JO0028
 JO0028'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 JO0028'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0634 ***********************************************************************
 JO0634  DESIGNATION -  18 DOR
 JO0634  PID         -  JO0634
 JO0634  STATE/COUNTY-  UT/BEAVER
 JO0634  COUNTRY     -  US
 JO0634  USGS QUAD   -  PINE GROVE RESERVOIR (2017)
 JO0634
 JO0634                         *CURRENT SURVEY CONTROL
 JO0634  ______________________________________________________________________
 JO0634* NAD 83(1986) POSITION- 38 17 54.     (N) 113 43 14.     (W)   SCALED
 JO0634* NAVD 88 ORTHO HEIGHT -  1831.863 (meters)     6010.04  (feet) POSTED
 JO0634  ______________________________________________________________________
 JO0634  GEOID HEIGHT    -        -21.557 (meters)                     GEOID18
 JO0634  DYNAMIC HEIGHT  -       1829.80  (meters)     6003.3   (feet) COMP
 JO0634  MODELED GRAVITY -    979,437.9   (mgal)                       NAVD 88
 JO0634
 JO0634  VERT ORDER      -  * POSTED, SEE BELOW
 JO0634
 JO0634.The horizontal coordinates were scaled from a map and have
 JO0634.an estimated accuracy of +/- 6 seconds.
 JO0634
 JO0634.The orthometric height was determined by differential leveling
 JO0634.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0634
 JO0634.* This is a POSTED BENCH MARK height.
 JO0634
 JO0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0634.GEOID18 height accuracy estimate available here.
 JO0634
 JO0634.Click photographs - Photos may exist for this station.
 JO0634
 JO0634.The dynamic height is computed by dividing the NAVD 88
 JO0634.geopotential number by the normal gravity value computed on the
 JO0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0634.degrees latitude (g = 980.6199 gals.).
 JO0634
 JO0634.The modeled gravity was interpolated from observed gravity values.
 JO0634
 JO0634;                    North         East    Units  Estimated Accuracy
 JO0634;SPC UT S     - 3,183,400.      305,780.      MT  (+/- 180 meters Scaled)
 JO0634
 JO0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH620424(NAD 83)
 JO0634
 JO0634                          SUPERSEDED SURVEY CONTROL
 JO0634
 JO0634.No superseded survey control is available for this station.
 JO0634
 JO0634_MARKER: DB = BENCH MARK DISK
 JO0634_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0634_STAMPING: 18 DOR 1971 6006
 JO0634_MARK LOGO: USGS
 JO0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0634
 JO0634  HISTORY     - Date     Condition        Report By
 JO0634  HISTORY     - 1971     MONUMENTED       USGS
 JO0634
 JO0634                          STATION DESCRIPTION
 JO0634
 JO0634'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0634'51.3 KM (31.90 MI) NNW FROM LUND.
 JO0634'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0634'AND PINE VALLEY ROAD, PROCEED 31.9 MILES WEST AND NORTH ALONG PINE
 JO0634'VALLEY ROAD TO A LONE CEDAR TREE ON THE EAST SIDE OF THE ROAD, 16.5
 JO0634'MILES SOUTH OF STATE HIGHWAY 21, 54 FEET EAST OF THE CENTER OF THE
 JO0634'ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN
 JO0634'A PIPE PROJECTING 3 INCHES.
 JO0634'THE MARK IS 1.7 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HP0507 ***********************************************************************
 HP0507  DESIGNATION -  18 DOR
 HP0507  PID         -  HP0507
 HP0507  STATE/COUNTY-  UT/IRON
 HP0507  COUNTRY     -  US
 HP0507  USGS QUAD   -  UVADA (2017)
 HP0507
 HP0507                         *CURRENT SURVEY CONTROL
 HP0507  ______________________________________________________________________
 HP0507* NAD 83(1986) POSITION- 37 44 49.     (N) 114 00 19.     (W)   SCALED
 HP0507* NAVD 88 ORTHO HEIGHT -  1701.663 (meters)     5582.87  (feet) POSTED
 HP0507  ______________________________________________________________________
 HP0507  GEOID HEIGHT    -        -23.139 (meters)                     GEOID18
 HP0507  DYNAMIC HEIGHT  -       1699.73  (meters)     5576.5   (feet) COMP
 HP0507  MODELED GRAVITY -    979,435.4   (mgal)                       NAVD 88
 HP0507
 HP0507  VERT ORDER      -  * POSTED, SEE BELOW
 HP0507
 HP0507.The horizontal coordinates were scaled from a map and have
 HP0507.an estimated accuracy of +/- 6 seconds.
 HP0507
 HP0507.The orthometric height was determined by differential leveling
 HP0507.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HP0507
 HP0507.* This is a POSTED BENCH MARK height.
 HP0507
 HP0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 HP0507.GEOID18 height accuracy estimate available here.
 HP0507
 HP0507.Click photographs - Photos may exist for this station.
 HP0507
 HP0507.The dynamic height is computed by dividing the NAVD 88
 HP0507.geopotential number by the normal gravity value computed on the
 HP0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0507.degrees latitude (g = 980.6199 gals.).
 HP0507
 HP0507.The modeled gravity was interpolated from observed gravity values.
 HP0507
 HP0507;                    North         East    Units  Estimated Accuracy
 HP0507;SPC UT S     - 3,122,850.      279,240.      MT  (+/- 180 meters Scaled)
 HP0507
 HP0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB638819(NAD 83)
 HP0507
 HP0507                          SUPERSEDED SURVEY CONTROL
 HP0507
 HP0507.No superseded survey control is available for this station.
 HP0507
 HP0507_MARKER: DD = SURVEY DISK
 HP0507_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0507_STAMPING: 18 DOR 1972 5580
 HP0507_MARK LOGO: USGS
 HP0507_PROJECTION: FLUSH
 HP0507_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0507+SATELLITE: SATELLITE OBSERVATIONS - 1972
 HP0507
 HP0507  HISTORY     - Date     Condition        Report By
 HP0507  HISTORY     - 1972     MONUMENTED       USGS
 HP0507
 HP0507                          STATION DESCRIPTION
 HP0507
 HP0507'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (DOR)
 HP0507'FROM UVADA, PROCEED 2.9 MILES NORTRHEAST ALONG THE RAILROAD, 0.1 MILE
 HP0507'NORTHEAST OF UTAH HIGHWAY MILEPOST 3, 130 FEET SOUTH OF THE SOUTHEAST
 HP0507'END OF A 48 INCH CORRUGATED METAL PIPE CULVERT, 120 FEET SOUTHEAST OF
 HP0507'UTAH HIGHWAY 56, 50 FEET SOUTHEAST OF A DEEP DRY WASH, 94 FEET
 HP0507'NORTHWEST AND 5 FEET LOWER THAN THE TRACKS, 2 FEET SOUTHWEST OF A
 HP0507'WITNESS SIGN, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL
 HP0507'ENCASED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0549 ***********************************************************************
 MR0549  DESIGNATION -  18 FMK
 MR0549  PID         -  MR0549
 MR0549  STATE/COUNTY-  UT/WEBER
 MR0549  COUNTRY     -  US
 MR0549  USGS QUAD   -  SNOW BASIN (2017)
 MR0549
 MR0549                         *CURRENT SURVEY CONTROL
 MR0549  ______________________________________________________________________
 MR0549* NAD 83(1986) POSITION- 41 08 19.08   (N) 111 52 26.61   (W)   HD_HELD1
 MR0549* NAVD 88 ORTHO HEIGHT -  1423.835 (meters)     4671.37  (feet) ADJUSTED
 MR0549  ______________________________________________________________________
 MR0549  GEOID HEIGHT    -        -16.310 (meters)                     GEOID18
 MR0549  DYNAMIC HEIGHT  -       1422.725 (meters)     4667.72  (feet) COMP
 MR0549  MODELED GRAVITY -    979,795.5   (mgal)                       NAVD 88
 MR0549
 MR0549  VERT ORDER      -  FIRST     CLASS II
 MR0549
 MR0549.The horizontal coordinates were determined by differentially corrected
 MR0549.hand held GPS observations or other comparable positioning techniques
 MR0549.and have an estimated accuracy of +/- 3 meters.
 MR0549
 MR0549.The orthometric height was determined by differential leveling and
 MR0549.adjusted by the NATIONAL GEODETIC SURVEY
 MR0549.in June 1991.
 MR0549
 MR0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0549.GEOID18 height accuracy estimate available here.
 MR0549
 MR0549.Click photographs - Photos may exist for this station.
 MR0549
 MR0549.The dynamic height is computed by dividing the NAVD 88
 MR0549.geopotential number by the normal gravity value computed on the
 MR0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0549.degrees latitude (g = 980.6199 gals.).
 MR0549
 MR0549.The modeled gravity was interpolated from observed gravity values.
 MR0549
 MR0549;                    North         East    Units  Estimated Accuracy
 MR0549;SPC UT N     - 1,089,495.7     468,596.0     MT  (+/- 3 meters HH1 GPS) 
 MR0549
 MR0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2664454514(NAD 83)
 MR0549
 MR0549                          SUPERSEDED SURVEY CONTROL
 MR0549
 MR0549  NGVD 29 (06/08/92) 1422.809  (m)         4668.00   (f) ADJUSTED    1 2
 MR0549
 MR0549.Superseded values are not recommended for survey control.
 MR0549
 MR0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0549.See file dsdata.pdf to determine how the superseded data were derived.
 MR0549
 MR0549_MARKER: DB = BENCH MARK DISK
 MR0549_SETTING: 80 = SET IN A BOULDER
 MR0549_STAMPING: 18 FMK 1974
 MR0549_MARK LOGO: USGS
 MR0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0549+STABILITY: SURFACE MOTION
 MR0549
 MR0549  HISTORY     - Date     Condition        Report By
 MR0549  HISTORY     - 1974     MONUMENTED       USGS
 MR0549  HISTORY     - 1983     GOOD             NGS
 MR0549
 MR0549                          STATION DESCRIPTION
 MR0549
 MR0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0549'17.5 KM (10.85 MI) SOUT FROM OGDEN.
 MR0549'17.5 KM (10.85 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0549'STATION IN OGDEN, IN THE CENTER OF A 1 BY 2 FT BOULDER, 0.2 KM (0.1
 MR0549'MI) WEST OF HIGHWAY MILEPOST 90, 50.0 METERS (164.0 FT) SOUTH OF THE
 MR0549'NEAR RAIL, 26.3 METERS (86.3 FT) EAST OF THE NORTH END OF A METAL
 MR0549'DRAIN PIPE, AND 13.0 METERS (42.7 FT) NORTH OF THE CENTERLINE OF THE
 MR0549'WEST BOUND LANES OF THE HIGHWAY.
 MR0549'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
 MR0549'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JP0517 ***********************************************************************
 JP0517  DESIGNATION -  180 DOR
 JP0517  PID         -  JP0517
 JP0517  STATE/COUNTY-  UT/MILLARD
 JP0517  COUNTRY     -  US
 JP0517  USGS QUAD   -  NEEDLE POINT SPRING (2017)
 JP0517
 JP0517                         *CURRENT SURVEY CONTROL
 JP0517  ______________________________________________________________________
 JP0517* NAD 83(1986) POSITION- 38 47 15.     (N) 114 01 10.     (W)   SCALED
 JP0517* NAVD 88 ORTHO HEIGHT -  1654.285 (meters)     5427.43  (feet) POSTED
 JP0517  ______________________________________________________________________
 JP0517  GEOID HEIGHT    -        -20.848 (meters)                     GEOID18
 JP0517  DYNAMIC HEIGHT  -       1652.56  (meters)     5421.8   (feet) COMP
 JP0517  MODELED GRAVITY -    979,528.1   (mgal)                       NAVD 88
 JP0517
 JP0517  VERT ORDER      -  * POSTED, SEE BELOW
 JP0517
 JP0517.The horizontal coordinates were scaled from a map and have
 JP0517.an estimated accuracy of +/- 6 seconds.
 JP0517
 JP0517.The orthometric height was determined by differential leveling
 JP0517.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JP0517
 JP0517.* This is a POSTED BENCH MARK height.
 JP0517
 JP0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 JP0517.GEOID18 height accuracy estimate available here.
 JP0517
 JP0517.Click photographs - Photos may exist for this station.
 JP0517
 JP0517.The dynamic height is computed by dividing the NAVD 88
 JP0517.geopotential number by the normal gravity value computed on the
 JP0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0517.degrees latitude (g = 980.6199 gals.).
 JP0517
 JP0517.The modeled gravity was interpolated from observed gravity values.
 JP0517
 JP0517;                    North         East    Units  Estimated Accuracy
 JP0517;SPC UT C     - 2,053,510.      281,110.      MT  (+/- 180 meters Scaled)
 JP0517
 JP0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC588974(NAD 83)
 JP0517
 JP0517                          SUPERSEDED SURVEY CONTROL
 JP0517
 JP0517.No superseded survey control is available for this station.
 JP0517
 JP0517_MARKER: DB = BENCH MARK DISK
 JP0517_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0517_STAMPING: 180 DOR 1971 5424
 JP0517_MARK LOGO: USGS
 JP0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0517
 JP0517  HISTORY     - Date     Condition        Report By
 JP0517  HISTORY     - 1971     MONUMENTED       USGS
 JP0517
 JP0517                          STATION DESCRIPTION
 JP0517
 JP0517'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0517'19.0 KM (11.80 MI) SOUTH FROM GARRISON.
 JP0517'AT BIG SPRINGS RANCH, NEVADA, FROM THE T-ROAD ENTERING THE RANCH,
 JP0517'PROCEED 10.1 MILES EAST AND NORTH ALONG THE OLD ROAD LEADING TO
 JP0517'GARRISON, UNDER A POWER LINE, 100 FEET SOUTH OF A POWER POLE, 42 FEET
 JP0517'WEST OF THE ROAD, 4 FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH OF A
 JP0517'FENCE.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN
 JP0517'A PIPE PROJECTING 3 INCHES.
 JP0517'THE MARK IS 1 FT  S FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JP0518 ***********************************************************************
 JP0518  DESIGNATION -  181 DOR
 JP0518  PID         -  JP0518
 JP0518  STATE/COUNTY-  UT/MILLARD
 JP0518  COUNTRY     -  US
 JP0518  USGS QUAD   -  NEEDLE POINT SPRING (2017)
 JP0518
 JP0518                         *CURRENT SURVEY CONTROL
 JP0518  ______________________________________________________________________
 JP0518* NAD 83(1986) POSITION- 38 47 57.     (N) 114 00 36.     (W)   SCALED
 JP0518* NAVD 88 ORTHO HEIGHT -  1650.789 (meters)     5415.96  (feet) POSTED
 JP0518  ______________________________________________________________________
 JP0518  GEOID HEIGHT    -        -20.820 (meters)                     GEOID18
 JP0518  DYNAMIC HEIGHT  -       1649.08  (meters)     5410.4   (feet) COMP
 JP0518  MODELED GRAVITY -    979,532.0   (mgal)                       NAVD 88
 JP0518
 JP0518  VERT ORDER      -  * POSTED, SEE BELOW
 JP0518
 JP0518.The horizontal coordinates were scaled from a map and have
 JP0518.an estimated accuracy of +/- 6 seconds.
 JP0518
 JP0518.The orthometric height was determined by differential leveling
 JP0518.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JP0518
 JP0518.* This is a POSTED BENCH MARK height.
 JP0518
 JP0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 JP0518.GEOID18 height accuracy estimate available here.
 JP0518
 JP0518.Click photographs - Photos may exist for this station.
 JP0518
 JP0518.The dynamic height is computed by dividing the NAVD 88
 JP0518.geopotential number by the normal gravity value computed on the
 JP0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0518.degrees latitude (g = 980.6199 gals.).
 JP0518
 JP0518.The modeled gravity was interpolated from observed gravity values.
 JP0518
 JP0518;                    North         East    Units  Estimated Accuracy
 JP0518;SPC UT C     - 2,054,780.      281,970.      MT  (+/- 180 meters Scaled)
 JP0518
 JP0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC596987(NAD 83)
 JP0518
 JP0518                          SUPERSEDED SURVEY CONTROL
 JP0518
 JP0518.No superseded survey control is available for this station.
 JP0518
 JP0518_MARKER: DB = BENCH MARK DISK
 JP0518_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0518_STAMPING: 181 DOR 1971 5412
 JP0518_MARK LOGO: USGS
 JP0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0518
 JP0518  HISTORY     - Date     Condition        Report By
 JP0518  HISTORY     - 1971     MONUMENTED       USGS
 JP0518
 JP0518                          STATION DESCRIPTION
 JP0518
 JP0518'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0518'17.1 KM (10.60 MI) SSE FROM GARRISON.
 JP0518'AT BIG SPRINGS RANCH, NEVADA, FROM THE T-ROAD ENTERING THE RANCH,
 JP0518'PROCEED 11.3 MILES EAST AND NORTH ALONG THE OLD GARRISON ROAD TO OLD
 JP0518'HIGHWAY 21.  OR, FROM THE STORE IN GARRISON, UTAH, PROCEED 10.6 MILES
 JP0518'SOUTH ALONG OLD HIGHWAY 21 TO A T-ROAD SOUTH LEADING TO BIG SPRINGS
 JP0518'RANCH, 220 FEET EAST OF A CANAL, 60 FEET NORTHEAST OF THE OLD HIGHWAY
 JP0518'AT THE JUNCTION.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH
 JP0518'ENCASED IN A PIPE PROJECTING 3 INCHES.
 JP0518'THE MARK IS 2 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JP0519 ***********************************************************************
 JP0519  DESIGNATION -  182 DOR
 JP0519  PID         -  JP0519
 JP0519  STATE/COUNTY-  UT/MILLARD
 JP0519  COUNTRY     -  US
 JP0519  USGS QUAD   -  NEEDLE POINT SPRING (2017)
 JP0519
 JP0519                         *CURRENT SURVEY CONTROL
 JP0519  ______________________________________________________________________
 JP0519* NAD 83(1986) POSITION- 38 48 45.     (N) 114 00 09.     (W)   SCALED
 JP0519* NAVD 88 ORTHO HEIGHT -  1648.231 (meters)     5407.57  (feet) POSTED
 JP0519  ______________________________________________________________________
 JP0519  GEOID HEIGHT    -        -20.790 (meters)                     GEOID18
 JP0519  DYNAMIC HEIGHT  -       1646.53  (meters)     5402.0   (feet) COMP
 JP0519  MODELED GRAVITY -    979,536.0   (mgal)                       NAVD 88
 JP0519
 JP0519  VERT ORDER      -  * POSTED, SEE BELOW
 JP0519
 JP0519.The horizontal coordinates were scaled from a map and have
 JP0519.an estimated accuracy of +/- 6 seconds.
 JP0519
 JP0519.The orthometric height was determined by differential leveling
 JP0519.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JP0519
 JP0519.* This is a POSTED BENCH MARK height.
 JP0519
 JP0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 JP0519.GEOID18 height accuracy estimate available here.
 JP0519
 JP0519.Click photographs - Photos may exist for this station.
 JP0519
 JP0519.The dynamic height is computed by dividing the NAVD 88
 JP0519.geopotential number by the normal gravity value computed on the
 JP0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0519.degrees latitude (g = 980.6199 gals.).
 JP0519
 JP0519.The modeled gravity was interpolated from observed gravity values.
 JP0519
 JP0519;                    North         East    Units  Estimated Accuracy
 JP0519;SPC UT C     - 2,056,240.      282,660.      MT  (+/- 180 meters Scaled)
 JP0519
 JP0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD602002(NAD 83)
 JP0519
 JP0519                          SUPERSEDED SURVEY CONTROL
 JP0519
 JP0519.No superseded survey control is available for this station.
 JP0519
 JP0519_MARKER: DB = BENCH MARK DISK
 JP0519_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0519_STAMPING: 182 DOR 1971 5404
 JP0519_MARK LOGO: USGS
 JP0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0519
 JP0519  HISTORY     - Date     Condition        Report By
 JP0519  HISTORY     - 1971     MONUMENTED       USGS
 JP0519
 JP0519                          STATION DESCRIPTION
 JP0519
 JP0519'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0519'15.4 KM (9.60 MI) SSE FROM GARRISON.
 JP0519'FROM THE STORE IN GARRISON, UTAH, PROCEED 9.6 MILES SOUTH-SOUTHEAST
 JP0519'ALONG OLD HIGHWAY 21, 100 FEET SOUTHEAST OF A T-FENCE, 50 FEET
 JP0519'NORTHWEST OF THE OLD HIGHWAY, 1 FOOT NORTHEAST OF A FENCE.  A
 JP0519'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 JP0519'PROJECTING 3 INCHES.
 JP0519'THE MARK IS 1 FT  NE FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0673 ***********************************************************************
 JO0673  DESIGNATION -  183 DOR
 JO0673  PID         -  JO0673
 JO0673  STATE/COUNTY-  UT/MILLARD
 JO0673  COUNTRY     -  US
 JO0673  USGS QUAD   -  CEDAR PASS (2017)
 JO0673
 JO0673                         *CURRENT SURVEY CONTROL
 JO0673  ______________________________________________________________________
 JO0673* NAD 83(1986) POSITION- 38 50 10.     (N) 113 59 27.     (W)   SCALED
 JO0673* NAVD 88 ORTHO HEIGHT -  1647.540 (meters)     5405.30  (feet) POSTED
 JO0673  ______________________________________________________________________
 JO0673  GEOID HEIGHT    -        -20.735 (meters)                     GEOID18
 JO0673  DYNAMIC HEIGHT  -       1645.85  (meters)     5399.8   (feet) COMP
 JO0673  MODELED GRAVITY -    979,541.5   (mgal)                       NAVD 88
 JO0673
 JO0673  VERT ORDER      -  * POSTED, SEE BELOW
 JO0673
 JO0673.The horizontal coordinates were scaled from a map and have
 JO0673.an estimated accuracy of +/- 6 seconds.
 JO0673
 JO0673.The orthometric height was determined by differential leveling
 JO0673.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0673
 JO0673.* This is a POSTED BENCH MARK height.
 JO0673
 JO0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0673.GEOID18 height accuracy estimate available here.
 JO0673
 JO0673.Click photographs - Photos may exist for this station.
 JO0673
 JO0673.The dynamic height is computed by dividing the NAVD 88
 JO0673.geopotential number by the normal gravity value computed on the
 JO0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0673.degrees latitude (g = 980.6199 gals.).
 JO0673
 JO0673.The modeled gravity was interpolated from observed gravity values.
 JO0673
 JO0673;                    North         East    Units  Estimated Accuracy
 JO0673;SPC UT C     - 2,058,830.      283,750.      MT  (+/- 180 meters Scaled)
 JO0673
 JO0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ403028(NAD 83)
 JO0673
 JO0673                          SUPERSEDED SURVEY CONTROL
 JO0673
 JO0673  NGVD 29 (??/??/92) 1646.40   (m)         5401.6    (f) COMPUTED    2 0
 JO0673
 JO0673.Superseded values are not recommended for survey control.
 JO0673
 JO0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0673.See file dsdata.pdf to determine how the superseded data were derived.
 JO0673
 JO0673_MARKER: DB = BENCH MARK DISK
 JO0673_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0673_STAMPING: 183 DOR 1971 5402
 JO0673_MARK LOGO: USGS
 JO0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0673
 JO0673  HISTORY     - Date     Condition        Report By
 JO0673  HISTORY     - 1971     MONUMENTED       USGS
 JO0673
 JO0673                          STATION DESCRIPTION
 JO0673
 JO0673'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0673'12.1 KM (7.50 MI) SSE FROM GARRISON.
 JO0673'FROM THE STORE IN GARRISON, UTAH, PROCEED 7.5 MILES SOUTHEAST ALONG
 JO0673'OLD HIGHWAY 21, 0.1 MILE NORTHWEST OF A T-ROAD SOUTHWEST TO BIG
 JO0673'SPRINGS RANCH, 99 FEET EAST-NORTHEAST OF THE HIGHWAY.  A COPPER-CLAD
 JO0673'STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3
 JO0673'INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0633 ***********************************************************************
 JO0633  DESIGNATION -  19 DOR
 JO0633  PID         -  JO0633
 JO0633  STATE/COUNTY-  UT/BEAVER
 JO0633  COUNTRY     -  US
 JO0633  USGS QUAD   -  PINE GROVE RESERVOIR (2017)
 JO0633
 JO0633                         *CURRENT SURVEY CONTROL
 JO0633  ______________________________________________________________________
 JO0633* NAD 83(1986) POSITION- 38 17 25.     (N) 113 43 14.     (W)   SCALED
 JO0633* NAVD 88 ORTHO HEIGHT -  1837.841 (meters)     6029.65  (feet) POSTED
 JO0633  ______________________________________________________________________
 JO0633  GEOID HEIGHT    -        -21.569 (meters)                     GEOID18
 JO0633  DYNAMIC HEIGHT  -       1835.77  (meters)     6022.9   (feet) COMP
 JO0633  MODELED GRAVITY -    979,434.8   (mgal)                       NAVD 88
 JO0633
 JO0633  VERT ORDER      -  * POSTED, SEE BELOW
 JO0633
 JO0633.The horizontal coordinates were scaled from a map and have
 JO0633.an estimated accuracy of +/- 6 seconds.
 JO0633
 JO0633.The orthometric height was determined by differential leveling
 JO0633.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0633
 JO0633.* This is a POSTED BENCH MARK height.
 JO0633
 JO0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0633.GEOID18 height accuracy estimate available here.
 JO0633
 JO0633.Click photographs - Photos may exist for this station.
 JO0633
 JO0633.The dynamic height is computed by dividing the NAVD 88
 JO0633.geopotential number by the normal gravity value computed on the
 JO0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0633.degrees latitude (g = 980.6199 gals.).
 JO0633
 JO0633.The modeled gravity was interpolated from observed gravity values.
 JO0633
 JO0633;                    North         East    Units  Estimated Accuracy
 JO0633;SPC UT S     - 3,182,510.      305,760.      MT  (+/- 180 meters Scaled)
 JO0633
 JO0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH620415(NAD 83)
 JO0633
 JO0633                          SUPERSEDED SURVEY CONTROL
 JO0633
 JO0633.No superseded survey control is available for this station.
 JO0633
 JO0633_MARKER: DB = BENCH MARK DISK
 JO0633_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JO0633_SP_SET: FOUNDATION
 JO0633_STAMPING: 19 DOR 1971 6026
 JO0633_MARK LOGO: USGS
 JO0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0633+STABILITY: SURFACE MOTION
 JO0633
 JO0633  HISTORY     - Date     Condition        Report By
 JO0633  HISTORY     - 1971     MONUMENTED       USGS
 JO0633
 JO0633                          STATION DESCRIPTION
 JO0633
 JO0633'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0633'50.5 KM (31.40 MI) NNW FROM LUND.
 JO0633'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0633'AND PINE VALLEY ROAD, PROCEED 31.4 MILES WEST AND NORTH ALONG PINE
 JO0633'VALLEY ROAD TO A CATTLEGUARD, 17.0 MILES SOUTH OF STATE HIGHWAY 21,
 JO0633'7.5 FEET NORTHWEST OF THE CENTER OF THE ROAD, IN THE CATTLEGUARD
 JO0633'CONCRETE FOUNDATION.
 JO0633'THE MARK IS 5 FT  S FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0673 ***********************************************************************
 HO0673  DESIGNATION -  19 DOR
 HO0673  PID         -  HO0673
 HO0673  STATE/COUNTY-  UT/IRON
 HO0673  COUNTRY     -  US
 HO0673  USGS QUAD   -  MODENA (2017)
 HO0673
 HO0673                         *CURRENT SURVEY CONTROL
 HO0673  ______________________________________________________________________
 HO0673* NAD 83(1986) POSITION- 37 45 23.     (N) 113 59 30.     (W)   SCALED
 HO0673* NAVD 88 ORTHO HEIGHT -  1692.736 (meters)     5553.58  (feet) POSTED
 HO0673  ______________________________________________________________________
 HO0673  GEOID HEIGHT    -        -23.109 (meters)                     GEOID18
 HO0673  DYNAMIC HEIGHT  -       1690.81  (meters)     5547.3   (feet) COMP
 HO0673  MODELED GRAVITY -    979,434.5   (mgal)                       NAVD 88
 HO0673
 HO0673  VERT ORDER      -  * POSTED, SEE BELOW
 HO0673
 HO0673.The horizontal coordinates were scaled from a map and have
 HO0673.an estimated accuracy of +/- 6 seconds.
 HO0673
 HO0673.The orthometric height was determined by differential leveling
 HO0673.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0673
 HO0673.* This is a POSTED BENCH MARK height.
 HO0673
 HO0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0673.GEOID18 height accuracy estimate available here.
 HO0673
 HO0673.Click photographs - Photos may exist for this station.
 HO0673
 HO0673.The dynamic height is computed by dividing the NAVD 88
 HO0673.geopotential number by the normal gravity value computed on the
 HO0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0673.degrees latitude (g = 980.6199 gals.).
 HO0673
 HO0673.The modeled gravity was interpolated from observed gravity values.
 HO0673
 HO0673;                    North         East    Units  Estimated Accuracy
 HO0673;SPC UT S     - 3,123,870.      280,470.      MT  (+/- 180 meters Scaled)
 HO0673
 HO0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG364830(NAD 83)
 HO0673
 HO0673                          SUPERSEDED SURVEY CONTROL
 HO0673
 HO0673.No superseded survey control is available for this station.
 HO0673
 HO0673_MARKER: DD = SURVEY DISK
 HO0673_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0673_SP_SET: HEADWALL
 HO0673_STAMPING: 19 DOR 1972 5550
 HO0673_MARK LOGO: USGS
 HO0673_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HO0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0673+SATELLITE: SATELLITE OBSERVATIONS - 1972
 HO0673
 HO0673  HISTORY     - Date     Condition        Report By
 HO0673  HISTORY     - 1972     MONUMENTED       USGS
 HO0673
 HO0673                          STATION DESCRIPTION
 HO0673
 HO0673'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 HO0673'FROM UVADA, PROCEED 3.9 MILES NORTHEAST ALONG THE RAILROAD TO CULVERT
 HO0673'504.97, 4.75 MILES SOUTHWEST OF MODENA, 260 FEET SOUTHEAST AND 5 FEET
 HO0673'LOWER THAN UTAH HIGHWAY 56, 150 FEET SOUTH OF MILEPOST 505, 16 FEET
 HO0673'NORTHWEST OF THE TRACKS, IN THE NORTHEAST END OF THE NORTHWEST
 HO0673'CONCRETE HEADWALL OF A CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0600 ***********************************************************************
 MS0600  DESIGNATION -  19 FMK
 MS0600  PID         -  MS0600
 MS0600  STATE/COUNTY-  UT/BOX ELDER
 MS0600  COUNTRY     -  US
 MS0600  USGS QUAD   -  MONUMENT POINT (2017)
 MS0600
 MS0600                         *CURRENT SURVEY CONTROL
 MS0600  ______________________________________________________________________
 MS0600* NAD 83(1986) POSITION- 41 43 28.5    (N) 112 46 56.8    (W)   HD_HELD2
 MS0600* NAVD 88 ORTHO HEIGHT -  1302.138 (meters)     4272.10  (feet) ADJUSTED
 MS0600  ______________________________________________________________________
 MS0600  GEOID HEIGHT    -        -15.607 (meters)                     GEOID18
 MS0600  DYNAMIC HEIGHT  -       1301.280 (meters)     4269.28  (feet) COMP
 MS0600  MODELED GRAVITY -    979,918.6   (mgal)                       NAVD 88
 MS0600
 MS0600  VERT ORDER      -  FIRST     CLASS II
 MS0600
 MS0600.The horizontal coordinates were established by autonomous hand held GPS
 MS0600.observations and have an estimated accuracy of +/- 10 meters.
 MS0600
 MS0600.The orthometric height was determined by differential leveling and
 MS0600.adjusted by the NATIONAL GEODETIC SURVEY
 MS0600.in June 1991.
 MS0600
 MS0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0600.GEOID18 height accuracy estimate available here.
 MS0600
 MS0600.Click photographs - Photos may exist for this station.
 MS0600
 MS0600.The dynamic height is computed by dividing the NAVD 88
 MS0600.geopotential number by the normal gravity value computed on the
 MS0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0600.degrees latitude (g = 980.6199 gals.).
 MS0600
 MS0600.The modeled gravity was interpolated from observed gravity values.
 MS0600
 MS0600;                    North         East    Units  Estimated Accuracy
 MS0600;SPC UT N     - 1,155,290.      393,296.      MT  (+/- 10 meters HH2 GPS)
 MS0600
 MS0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM5174420732(NAD 83)
 MS0600
 MS0600                          SUPERSEDED SURVEY CONTROL
 MS0600
 MS0600.No superseded survey control is available for this station.
 MS0600
 MS0600_MARKER: DB = BENCH MARK DISK
 MS0600_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0600_STAMPING: 4269 19 FMK 1966
 MS0600_MARK LOGO: USGS
 MS0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0600
 MS0600  HISTORY     - Date     Condition        Report By
 MS0600  HISTORY     - 1966     MONUMENTED       USGS
 MS0600  HISTORY     - 1984     GOOD             NGS
 MS0600
 MS0600                          STATION DESCRIPTION
 MS0600
 MS0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0600'26.3 KM (16.3 MI) NW FROM PROMONTORY.
 MS0600'1.58 KM (0.98 MI) NORTH ALONG A PAVED ROAD FROM THE GOLDEN SPIKE
 MS0600'MONUMENT IN PROMONTORY, THENCE 24.5 KM (15.22 MI) WEST ALONG A GRAVEL
 MS0600'ROAD, THENCE 0.20 KM (0.12 MI) NORTHEAST ALONG A GRAVEL ROAD LEADING
 MS0600'TO INTERSTATE 15, ON THE SOUTHEAST SLOPE OF A LOW HILL, 24.7 METERS
 MS0600'(81 FT) NORTHWEST OF THE CENTER OF THE ROAD AND 7.6 METERS (25 FT)
 MS0600'NORTHEAST OF THE NORTHEAST EDGE OF A SMALL WASH.  A COPPER-CLAD STEEL
 MS0600'ROD PROJECTING 10 CENTIMETERS.
 MS0600'THE MARK IS 0.2 METERS  SE FROM A WITNESS POST.
 MS0600'THE MARK IS 1.5 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0547 ***********************************************************************
 MR0547  DESIGNATION -  19 FMK
 MR0547  PID         -  MR0547
 MR0547  STATE/COUNTY-  UT/WEBER
 MR0547  COUNTRY     -  US
 MR0547  USGS QUAD   -  OGDEN (2017)
 MR0547
 MR0547                         *CURRENT SURVEY CONTROL
 MR0547  ______________________________________________________________________
 MR0547* NAD 83(1986) POSITION- 41 08 16.     (N) 111 52 40.     (W)   SCALED
 MR0547* NAVD 88 ORTHO HEIGHT -  1416.497 (meters)     4647.29  (feet) ADJUSTED
 MR0547  ______________________________________________________________________
 MR0547  GEOID HEIGHT    -        -16.321 (meters)                     GEOID18
 MR0547  DYNAMIC HEIGHT  -       1415.395 (meters)     4643.68  (feet) COMP
 MR0547  MODELED GRAVITY -    979,797.5   (mgal)                       NAVD 88
 MR0547
 MR0547  VERT ORDER      -  FIRST     CLASS II
 MR0547
 MR0547.The horizontal coordinates were scaled from a map and have
 MR0547.an estimated accuracy of +/- 6 seconds.
 MR0547
 MR0547.The orthometric height was determined by differential leveling and
 MR0547.adjusted by the NATIONAL GEODETIC SURVEY
 MR0547.in June 1991.
 MR0547
 MR0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0547.GEOID18 height accuracy estimate available here.
 MR0547
 MR0547.Click photographs - Photos may exist for this station.
 MR0547
 MR0547.The dynamic height is computed by dividing the NAVD 88
 MR0547.geopotential number by the normal gravity value computed on the
 MR0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0547.degrees latitude (g = 980.6199 gals.).
 MR0547
 MR0547.The modeled gravity was interpolated from observed gravity values.
 MR0547
 MR0547;                    North         East    Units  Estimated Accuracy
 MR0547;SPC UT N     - 1,089,400.      468,280.      MT  (+/- 180 meters Scaled)
 MR0547
 MR0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL263544(NAD 83)
 MR0547
 MR0547                          SUPERSEDED SURVEY CONTROL
 MR0547
 MR0547  NGVD 29 (06/08/92) 1415.473  (m)         4643.93   (f) ADJUSTED    1 2
 MR0547
 MR0547.Superseded values are not recommended for survey control.
 MR0547
 MR0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0547.See file dsdata.pdf to determine how the superseded data were derived.
 MR0547
 MR0547_MARKER: DB = BENCH MARK DISK
 MR0547_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MR0547_SP_SET: RETAINING WALL
 MR0547_STAMPING: 19 FMK 1974
 MR0547_MARK LOGO: USGS
 MR0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0547+STABILITY: SURFACE MOTION
 MR0547
 MR0547  HISTORY     - Date     Condition        Report By
 MR0547  HISTORY     - 1974     MONUMENTED       USGS
 MR0547  HISTORY     - 1983     GOOD             NGS
 MR0547
 MR0547                          STATION DESCRIPTION
 MR0547
 MR0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0547'17.1 KM (10.6 MI) SOUTH FROM OGDEN.
 MR0547'17.1 KM (10.6 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0547'STATION IN OGDEN, IN THE CENTER OF THE WEST CONCRETE RETAINING WALL OF
 MR0547'A 3 BY 5 FT DRAIN, 60.0 METERS (196.9 FT) SOUTH OF THE NEAR RAIL, 17.5
 MR0547'METERS (57.4 FT) EAST OF THE MOST SOUTHERLY 1 OF 4 LEGS OF A HIGHWAY
 MR0547'INFORMATION SIGN, AND 11.5 METERS (37.7 FT) NORTH OF THE CENTERLINE OF
 MR0547'THE WEST BOUND LANES OF INTERSTATE HIGHWAY 84.
 MR0547'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0045 ***********************************************************************
 JN0045  DESIGNATION -  192
 JN0045  PID         -  JN0045
 JN0045  STATE/COUNTY-  UT/WAYNE
 JN0045  COUNTRY     -  US
 JN0045  USGS QUAD   -  HANKSVILLE (2017)
 JN0045
 JN0045                         *CURRENT SURVEY CONTROL
 JN0045  ______________________________________________________________________
 JN0045* NAD 83(1986) POSITION- 38 15 53.     (N) 110 39 24.     (W)   SCALED
 JN0045* NAVD 88 ORTHO HEIGHT -  1433.309 (meters)     4702.45  (feet) ADJUSTED
 JN0045  ______________________________________________________________________
 JN0045  GEOID HEIGHT    -        -20.356 (meters)                     GEOID18
 JN0045  DYNAMIC HEIGHT  -       1431.818 (meters)     4697.56  (feet) COMP
 JN0045  MODELED GRAVITY -    979,539.0   (mgal)                       NAVD 88
 JN0045
 JN0045  VERT ORDER      -  FIRST     CLASS II
 JN0045
 JN0045.The horizontal coordinates were scaled from a map and have
 JN0045.an estimated accuracy of +/- 6 seconds.
 JN0045
 JN0045.The orthometric height was determined by differential leveling and
 JN0045.adjusted by the NATIONAL GEODETIC SURVEY
 JN0045.in June 1991.
 JN0045
 JN0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0045.GEOID18 height accuracy estimate available here.
 JN0045
 JN0045.Click photographs - Photos may exist for this station.
 JN0045
 JN0045.The dynamic height is computed by dividing the NAVD 88
 JN0045.geopotential number by the normal gravity value computed on the
 JN0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0045.degrees latitude (g = 980.6199 gals.).
 JN0045
 JN0045.The modeled gravity was interpolated from observed gravity values.
 JN0045
 JN0045;                    North         East    Units  Estimated Accuracy
 JN0045;SPC UT S     - 3,177,700.      573,800.      MT  (+/- 180 meters Scaled)
 JN0045
 JN0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH300352(NAD 83)
 JN0045
 JN0045                          SUPERSEDED SURVEY CONTROL
 JN0045
 JN0045  NGVD 29 (??/??/92) 1432.269  (m)         4699.04   (f) ADJ UNCH    1 2
 JN0045
 JN0045.Superseded values are not recommended for survey control.
 JN0045
 JN0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0045.See file dsdata.pdf to determine how the superseded data were derived.
 JN0045
 JN0045_MARKER: P = PIPE CAP
 JN0045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JN0045_STAMPING: T29S T29S S24 S 19 S25 R11E R12E
 JN0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0045
 JN0045  HISTORY     - Date     Condition        Report By
 JN0045  HISTORY     - UNK      MONUMENTED       USGLO
 JN0045  HISTORY     - 1958     GOOD             CGS
 JN0045
 JN0045                          STATION DESCRIPTION
 JN0045
 JN0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0045'9.2 MI SE FROM HANKSVILLE.
 JN0045'9.2 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE SCHOOL AT
 JN0045'HANKSVILLE, 82 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF AN
 JN0045'EAST-WEST DIRT ROAD, 68 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 JN0045'63 FEET NORTH OF THE CENTER LINE OF THE ROAD, LEVEL WITH THE ROAD, AND
 JN0045'RIVETED ON TOP OF A 1 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE
 JN0045'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0983 ***********************************************************************
 LO0983  DESIGNATION -  1N1E 3310
 LO0983  PID         -  LO0983
 LO0983  STATE/COUNTY-  UT/SALT LAKE
 LO0983  COUNTRY     -  US
 LO0983  USGS QUAD   -  FORT DOUGLAS (2017)
 LO0983
 LO0983                         *CURRENT SURVEY CONTROL
 LO0983  ______________________________________________________________________
 LO0983* NAD 83(1994) POSITION- 40 46 54.17933(N) 111 51 11.30883(W)   ADJUSTED
 LO0983* NAVD 88 ORTHO HEIGHT -  1547.9   (meters)     5078.    (feet) VERTCON3
 LO0983  ______________________________________________________________________
 LO0983  GEOID HEIGHT    -        -16.512 (meters)                     GEOID18
 LO0983  LAPLACE CORR    -         15.52  (seconds)                    DEFLEC18
 LO0983  HORZ ORDER      -  SECOND
 LO0983
 LO0983.The horizontal coordinates were established by classical geodetic methods
 LO0983.and adjusted by the National Geodetic Survey in November 1997.
 LO0983
 LO0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0983
 LO0983.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0983.GEOID18 height accuracy estimate available here.
 LO0983
 LO0983.Click photographs - Photos may exist for this station.
 LO0983
 LO0983.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0983
 LO0983. The following values were computed from the NAD 83(1994) position.
 LO0983
 LO0983;                    North         East     Units Scale Factor Converg.
 LO0983;SPC UT C     - 2,271,889.649   470,189.604   MT  1.00003544   -0 13 34.4
 LO0983;SPC UT C     - 7,453,691.29  1,542,613.73   sFT  1.00003544   -0 13 34.4
 LO0983;UTM  12      - 4,514,876.065   428,012.922   MT  0.99966378   -0 33 26.2
 LO0983
 LO0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0983!SPC UT C     -   0.99975984  x   1.00003544  =   0.99979527
 LO0983!UTM  12      -   0.99975984  x   0.99966378  =   0.99942370
 LO0983
 LO0983:                Primary Azimuth Mark                     Grid Az
 LO0983:SPC UT C     -  SALT LAKE CITY ST CAPITOL DOME           261 01 10.0
 LO0983:UTM  12      -  SALT LAKE CITY ST CAPITOL DOME           261 21 01.8
 LO0983
 LO0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2801214876(NAD 83)
 LO0983
 LO0983|---------------------------------------------------------------------|
 LO0983| PID    Reference Object                     Distance      Geod. Az  |
 LO0983|                                                           dddmmss.s |
 LO0983| LO0935 MURRAY BUEHNER CO N STACK           APPROX.14.2 KM 1932131.1 |
 LO0983| LO0996 SALT LAKE CITY ST CAPITOL DOME      APPROX. 3.0 KM 2604735.6 |
 LO0983|---------------------------------------------------------------------|
 LO0983
 LO0983                          SUPERSEDED SURVEY CONTROL
 LO0983
 LO0983  NAD 83(1993)-  40 46 54.17915(N)    111 51 11.30877(W) AD(       ) 2
 LO0983  NAD 83(1986)-  40 46 54.16789(N)    111 51 11.29959(W) AD(       ) 2
 LO0983  NAD 27      -  40 46 54.36113(N)    111 51 08.53380(W) AD(       ) 2
 LO0983  NGVD 29 (07/19/86) 1546.9    (m)         5075.     (f) VERT ANG       
 LO0983
 LO0983.Superseded values are not recommended for survey control.
 LO0983
 LO0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0983.See file dsdata.pdf to determine how the superseded data were derived.
 LO0983
 LO0983_MARKER: Z = SEE DESCRIPTION
 LO0983_SETTING: 0 = UNSPECIFIED SETTING
 LO0983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0983
 LO0983  HISTORY     - Date     Condition        Report By
 LO0983  HISTORY     - 1974     MONUMENTED       UT-035
 LO0983
 LO0983                          STATION DESCRIPTION
 LO0983
 LO0983'DESCRIBED BY SALT LAKE COUNTY UTAH 1974 (RS)
 LO0983'THIS STATION IS ABOUT 9 MILES SOUTH EAST OF BOUNTIFUL, 8 MILES
 LO0983'EAST OF SALT LAKE INTERNATIONAL AIRPORT AND 1 MILE NORTHEAST OF
 LO0983'TEMPLE SQUARE, SALT LAKE CITY, ON PROPERTY OWNED BY SALT LAKE
 LO0983'CITY WATER DEPARTMENT.
 LO0983'
 LO0983'TO REACH THIS STATION FROM SOUTH TEMPLE STREET AND VIRGINIA
 LO0983'STREET (1340 EAST) GO NORTH ON VIRGINIA STREET FOR 1.0 MILE TO THE
 LO0983'INTERSECTION OF VIRGINIA STREET AND CHANDLER DRIVE (450 NORTH
 LO0983'STREET) THEN TURN LEFT AND GO WEST FOR 0.25 MILE TO A WATER
 LO0983'RESERVOIR TANK WHICH IS ON THE NORTH SIDE OF CHANDLER DRIVE
 LO0983'AND THE STATION.
 LO0983'
 LO0983'STATION IS ON THE TOP OF THE CONCRETE WATER RESERVOIR BY THE
 LO0983'SOUTH WEST SIDE OF RESERVOIR, IT IS A TRIANGLE BRASS MARK CHISELED
 LO0983'AND CEMENTED INTO THE CONCRETE RESERVOIR, IT IS STAMPED 1N1E
 LO0983'3310.  IT IS 9.82 FEET SOUTH EAST OF A CLEAN OUT BOX AND 6.17
 LO0983'FEET NORTHWEST OF NORTH CORNER OF A SQUARE CONCRETE STRUCTURE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1022 ***********************************************************************
 LO1022  DESIGNATION -  1N1W 2104
 LO1022  PID         -  LO1022
 LO1022  STATE/COUNTY-  UT/SALT LAKE
 LO1022  COUNTRY     -  US
 LO1022  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO1022
 LO1022                         *CURRENT SURVEY CONTROL
 LO1022  ______________________________________________________________________
 LO1022* NAD 83(1994) POSITION- 40 48 20.56400(N) 111 58 03.96326(W)   ADJUSTED
 LO1022* NAVD 88 ORTHO HEIGHT -  1287.1   (meters)     4223.    (feet) VERTCON3
 LO1022  ______________________________________________________________________
 LO1022  GEOID HEIGHT    -        -17.005 (meters)                     GEOID18
 LO1022  LAPLACE CORR    -          5.05  (seconds)                    DEFLEC18
 LO1022  HORZ ORDER      -  SECOND
 LO1022
 LO1022.The horizontal coordinates were established by classical geodetic methods
 LO1022.and adjusted by the National Geodetic Survey in November 1997.
 LO1022
 LO1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1022
 LO1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1022.GEOID18 height accuracy estimate available here.
 LO1022
 LO1022.Click photographs - Photos may exist for this station.
 LO1022
 LO1022.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1022
 LO1022. The following values were computed from the NAD 83(1994) position.
 LO1022
 LO1022;                    North         East     Units Scale Factor Converg.
 LO1022;SPC UT C     - 2,274,598.845   460,527.454   MT  1.00004247   -0 17 58.7
 LO1022;SPC UT C     - 7,462,579.71  1,510,913.82   sFT  1.00004247   -0 17 58.7
 LO1022;UTM  12      - 4,517,640.179   418,370.162   MT  0.99968201   -0 37 56.9
 LO1022
 LO1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1022!SPC UT C     -   0.99980081  x   1.00004247  =   0.99984327
 LO1022!UTM  12      -   0.99980081  x   0.99968201  =   0.99948288
 LO1022
 LO1022:                Primary Azimuth Mark                     Grid Az
 LO1022:SPC UT C     -  ENSIGN PEAK MONUMENT                     101 12 31.7
 LO1022:UTM  12      -  ENSIGN PEAK MONUMENT                     101 32 29.9
 LO1022
 LO1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1837017640(NAD 83)
 LO1022
 LO1022|---------------------------------------------------------------------|
 LO1022| PID    Reference Object                     Distance      Geod. Az  |
 LO1022|                                                           dddmmss.s |
 LO1022| LO1003 ENSIGN PEAK MONUMENT                APPROX. 6.6 KM 1005433.0 |
 LO1022| LO0996 SALT LAKE CITY ST CAPITOL DOME      APPROX. 7.4 KM 1150412.2 |
 LO1022|---------------------------------------------------------------------|
 LO1022
 LO1022                          SUPERSEDED SURVEY CONTROL
 LO1022
 LO1022  NAD 83(1993)-  40 48 20.56324(N)    111 58 03.96339(W) AD(       ) 2
 LO1022  NAD 83(1986)-  40 48 20.55306(N)    111 58 03.95359(W) AD(       ) 2
 LO1022  NAD 27      -  40 48 20.74941(N)    111 58 01.17389(W) AD(       ) 2
 LO1022  NGVD 29 (07/19/86) 1286.2    (m)         4220.     (f) VERT ANG       
 LO1022
 LO1022.Superseded values are not recommended for survey control.
 LO1022
 LO1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1022.See file dsdata.pdf to determine how the superseded data were derived.
 LO1022
 LO1022_MARKER: R = RIVET
 LO1022_SETTING: 0 = UNSPECIFIED SETTING
 LO1022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO1022
 LO1022  HISTORY     - Date     Condition        Report By
 LO1022  HISTORY     - 1974     MONUMENTED       UT-035
 LO1022
 LO1022                          STATION DESCRIPTION
 LO1022
 LO1022'DESCRIBED BY SALT LAKE COUNTY UTAH 1974 (RS)
 LO1022'THIS STATION IS ABOUT 9.0 MILES NORTHEAST OF MAGNA, 4.5 MILES
 LO1022'NORTHWEST OF TEMPLE SQUARE (SALT LAKE CITY), AND 1.5 MILES NORTH
 LO1022'OF SALT LAKE CITY INTERNATIONAL AIRPORT.
 LO1022'
 LO1022'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 68 AND 40, GO WEST
 LO1022'FOR 1.0 MILE ON HIGHWAY 40 TO 2200 WEST STREET.  TURN RIGHT AND
 LO1022'GO NORTH ALONG 2200 WEST STREET FOR 3.0 MILES TO 2100 NORTH
 LO1022'STREET.  TURN LEFT AND GO WEST ALONG 2100 NORTH STREET FOR 0.7
 LO1022'MILE TO 3200 WEST STREET.  TURN LEFT AND GO SOUTH FOR 0.5 MILE
 LO1022'TO STATION, WHICH IS IN THE CENTER OF 3200 WEST STREET.
 LO1022'
 LO1022'STATION MARK IS A 6 INCH BY 6 INCH SANDSTONE POST WITH A 1 INCH
 LO1022'COPPER RIVET IN CENTER OF STONE.  STATION IS NOT STAMPED AND NO
 LO1022'UNDERGROUND STATION.  STATION IS PROTECTED BY A CAST IRON RING
 LO1022'AND LID AND IS 11 INCHES BELOW SURFACE OF THE ROAD.  STATION
 LO1022'IS 33.16 FEET SOUTHEAST OF A FENCE POST FOR GATE, 40.41 FEET
 LO1022'NORTHEAST OF A POWER POLE, AND 58.30 FEET NORTHWEST OF A FENCE
 LO1022'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1021 ***********************************************************************
 LO1021  DESIGNATION -  1N1W 2110
 LO1021  PID         -  LO1021
 LO1021  STATE/COUNTY-  UT/SALT LAKE
 LO1021  COUNTRY     -  US
 LO1021  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO1021
 LO1021                         *CURRENT SURVEY CONTROL
 LO1021  ______________________________________________________________________
 LO1021* NAD 83(1994) POSITION- 40 48 11.81351(N) 111 57 13.38027(W)   ADJUSTED
 LO1021* NAVD 88 ORTHO HEIGHT -  1286.5   (meters)     4221.    (feet) VERTCON3
 LO1021  ______________________________________________________________________
 LO1021  GEOID HEIGHT    -        -16.976 (meters)                     GEOID18
 LO1021  LAPLACE CORR    -          5.97  (seconds)                    DEFLEC18
 LO1021  HORZ ORDER      -  SECOND
 LO1021
 LO1021.The horizontal coordinates were established by classical geodetic methods
 LO1021.and adjusted by the National Geodetic Survey in November 1997.
 LO1021
 LO1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1021
 LO1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1021.GEOID18 height accuracy estimate available here.
 LO1021
 LO1021.Click photographs - Photos may exist for this station.
 LO1021
 LO1021.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1021
 LO1021. The following values were computed from the NAD 83(1994) position.
 LO1021
 LO1021;                    North         East     Units Scale Factor Converg.
 LO1021;SPC UT C     - 2,274,322.800   461,711.753   MT  1.00004175   -0 17 26.3
 LO1021;SPC UT C     - 7,461,674.05  1,514,799.31   sFT  1.00004175   -0 17 26.3
 LO1021;UTM  12      - 4,517,357.365   419,552.411   MT  0.99967966   -0 37 23.7
 LO1021
 LO1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1021!SPC UT C     -   0.99980089  x   1.00004175  =   0.99984264
 LO1021!UTM  12      -   0.99980089  x   0.99967966  =   0.99948062
 LO1021
 LO1021:                Primary Azimuth Mark                     Grid Az
 LO1021:SPC UT C     -  1N1W 2106                                057 30 47.4
 LO1021:UTM  12      -  1N1W 2106                                057 50 44.8
 LO1021
 LO1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1955217357(NAD 83)
 LO1021
 LO1021|---------------------------------------------------------------------|
 LO1021| PID    Reference Object                     Distance      Geod. Az  |
 LO1021|                                                           dddmmss.s |
 LO1021| CM4061 1N1W 2106                                          0571321.1 |
 LO1021| LO1003 ENSIGN PEAK MONUMENT                APPROX. 5.4 KM 1002916.3 |
 LO1021| LO0996 SALT LAKE CITY ST CAPITOL DOME      APPROX. 6.2 KM 1172705.6 |
 LO1021| LO1019 SALT LAKE CITY FAA ARTC TWR         APPROX. 1.9 KM 1771239.5 |
 LO1021| LO0990 AIRPORT BN SALT LAKE MUN APT 1      APPROX. 2.9 KM 2284011.6 |
 LO1021|---------------------------------------------------------------------|
 LO1021
 LO1021                          SUPERSEDED SURVEY CONTROL
 LO1021
 LO1021  NAD 83(1993)-  40 48 11.81272(N)    111 57 13.38058(W) AD(       ) 2
 LO1021  NAD 83(1986)-  40 48 11.80228(N)    111 57 13.37199(W) AD(       ) 2
 LO1021  NAD 27      -  40 48 11.99833(N)    111 57 10.59369(W) AD(       ) 2
 LO1021  NGVD 29 (07/19/86) 1285.6    (m)         4218.     (f) VERT ANG       
 LO1021
 LO1021.Superseded values are not recommended for survey control.
 LO1021
 LO1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1021.See file dsdata.pdf to determine how the superseded data were derived.
 LO1021
 LO1021_MARKER: DD = SURVEY DISK
 LO1021_SETTING: 0 = UNSPECIFIED SETTING
 LO1021
 LO1021  HISTORY     - Date     Condition        Report By
 LO1021  HISTORY     - 1974     MONUMENTED       UT-035
 LO1021
 LO1021                          STATION DESCRIPTION
 LO1021
 LO1021'DESCRIBED BY SALT LAKE COUNTY UTAH 1974 (RS)
 LO1021'THIS STATION IS ABOUT 8.5 MILES SOUTH OF GRANGER, 8.0 MILES
 LO1021'SOUTHEAST OF MAGNA, 4.0 MILES SOUTHEAST OF SALT LAKE CITY.
 LO1021'
 LO1021'TO REACH FROM NORTH TEMPLE AND 2200 WEST STREET, GO NORTH ON
 LO1021'2200 WEST STREET FOR 2.3 MILES TO THE STATION ON THE LEFT, NEAR
 LO1021'THE WEST CHAIN LINK FENCE.  THE STATION MARK IS A TRIANGLE BRASS
 LO1021'DISK STAMPED 1N1W 2110, SET IN THE TOP OF A 6 INCH CONCRETE
 LO1021'CONICAL MONUMENT, 93.9 FEET NORTHEAST OF STEEL FENCE POST, 48.5
 LO1021'FEET NORTHWEST OF RAILROAD SPIKE IN CENTERLINE OF ROAD, 9.8 FEET
 LO1021'NORTHEAST OF STEEL FENCE POST AND PROJECTS 4 INCHES.
 LO1021'(NOTE--THERE IS AN UNDERGROUND MARK AT THIS STATION)
 LO1021'
 LO1021'1N1W 2106 IS A STANDARD COUNTY DISK SET IN A 6 INCH CONCRETE
 LO1021'CONICAL MONUMENT STAMPED 1/4 21 22, THE MARK IS AT 1700 NORTH
 LO1021'AND 2200 WEST STREET AND IS 0.4 MILE NORTHEAST OF STATION ON
 LO1021'THE NORTH SIDE OF DITCH BANK 45.0 FEET NORTH OF THE CENTERLINE
 LO1021'OF 1700 NORTH STREET AND PROJECTS 5 INCHES ABOVE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0821 ***********************************************************************
 LO0821  DESIGNATION -  1N2E 3410
 LO0821  PID         -  LO0821
 LO0821  STATE/COUNTY-  UT/SALT LAKE
 LO0821  COUNTRY     -  US
 LO0821  USGS QUAD   -  MOUNTAIN DELL (2017)
 LO0821
 LO0821                         *CURRENT SURVEY CONTROL
 LO0821  ______________________________________________________________________
 LO0821* NAD 83(2011) POSITION- 40 46 24.49563(N) 111 43 05.18228(W)   ADJUSTED
 LO0821* NAD 83(2011) ELLIP HT-  1900.293 (meters)        (06/27/12)   ADJUSTED
 LO0821* NAD 83(2011) EPOCH   -  2010.00
 LO0821* NAVD 88 ORTHO HEIGHT -  1916.3   (meters)     6287.    (feet) GPS OBS
 LO0821  ______________________________________________________________________
 LO0821  NAVD 88 orthometric height was determined with geoid model    GEOID99
 LO0821  GEOID HEIGHT    -        -15.872 (meters)                     GEOID99
 LO0821  GEOID HEIGHT    -        -15.975 (meters)                     GEOID18
 LO0821  NAD 83(2011) X  - -1,790,439.019 (meters)                     COMP
 LO0821  NAD 83(2011) Y  - -4,495,039.243 (meters)                     COMP
 LO0821  NAD 83(2011) Z  -  4,144,645.847 (meters)                     COMP
 LO0821  LAPLACE CORR    -          4.65  (seconds)                    DEFLEC18
 LO0821
 LO0821  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LO0821  Standards:
 LO0821         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LO0821            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LO0821  -------------------------------------------------------------------
 LO0821  NETWORK    0.84   1.33           0.39   0.27   0.68      0.16761025
 LO0821  -------------------------------------------------------------------
 LO0821  Click here for local accuracies and other accuracy information.
 LO0821
 LO0821.The horizontal coordinates were established by GPS observations
 LO0821.and adjusted by the National Geodetic Survey in June 2012.
 LO0821
 LO0821.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LO0821.been affixed to the stable North American tectonic plate. See 
 LO0821.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LO0821
 LO0821.The horizontal coordinates are valid at the epoch date displayed above
 LO0821.which is a decimal equivalence of Year/Month/Day.
 LO0821
 LO0821.The orthometric height was determined by GPS observations and a
 LO0821.high-resolution geoid model.
 LO0821
 LO0821.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0821.GEOID18 height accuracy estimate available here.
 LO0821
 LO0821.Click photographs - Photos may exist for this station.
 LO0821
 LO0821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LO0821
 LO0821.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0821
 LO0821.The ellipsoidal height was determined by GPS observations
 LO0821.and is referenced to NAD 83.
 LO0821
 LO0821. The following values were computed from the NAD 83(2011) position.
 LO0821
 LO0821;                    North         East     Units Scale Factor Converg.
 LO0821;SPC UT C     - 2,270,937.563   481,586.322   MT  1.00003306   -0 08 23.0
 LO0821;SPC UT C     - 7,450,567.65  1,580,004.46   sFT  1.00003306   -0 08 23.0
 LO0821;UTM  12      - 4,513,858.708   439,399.636   MT  0.99964520   -0 28 08.4
 LO0821
 LO0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0821!SPC UT C     -   0.99970200  x   1.00003306  =   0.99973505
 LO0821!UTM  12      -   0.99970200  x   0.99964520  =   0.99934731
 LO0821
 LO0821:                Primary Azimuth Mark                     Grid Az
 LO0821:SPC UT C     -  1N2E 3411                                032 19 53.0
 LO0821:UTM  12      -  1N2E 3411                                032 39 38.4
 LO0821
 LO0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3939913858(NAD 83)
 LO0821
 LO0821|---------------------------------------------------------------------|
 LO0821| PID    Reference Object                     Distance      Geod. Az  |
 LO0821|                                                           dddmmss.s |
 LO0821| LO0820 1N2E 3411                           APPROX. 1.1 KM 0321130.0 |
 LO0821|---------------------------------------------------------------------|
 LO0821
 LO0821                          SUPERSEDED SURVEY CONTROL
 LO0821
 LO0821  NAD 83(2007)-  40 46 24.49528(N)    111 43 05.18313(W) AD(2002.00) 0
 LO0821  ELLIP H (02/10/07) 1900.313  (m)                       GP(2002.00)    
 LO0821  NAD 83(1994)-  40 46 24.49499(N)    111 43 05.18274(W) AD(       ) 1
 LO0821  ELLIP H (03/31/03) 1900.323  (m)                       GP(       ) 4 2
 LO0821  NAD 83(1994)-  40 46 24.49460(N)    111 43 05.18394(W) AD(       ) 2
 LO0821  NAD 83(1993)-  40 46 24.49471(N)    111 43 05.18350(W) AD(       ) 2
 LO0821  NAD 83(1986)-  40 46 24.48253(N)    111 43 05.17422(W) AD(       ) 2
 LO0821  NAD 27      -  40 46 24.67357(N)    111 43 02.42538(W) AD(       ) 2
 LO0821  NGVD 29 (07/19/86) 1915.3    (m)         6284.     (f) VERT ANG       
 LO0821
 LO0821.Superseded values are not recommended for survey control.
 LO0821
 LO0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0821.See file dsdata.pdf to determine how the superseded data were derived.
 LO0821
 LO0821_MARKER: DD = SURVEY DISK
 LO0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0821_STAMPING: 1N2E 3410
 LO0821_MARK LOGO: SLCS
 LO0821_PROJECTION: PROJECTING 1 CENTIMETERS
 LO0821_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LO0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0821+STABILITY: SURFACE MOTION
 LO0821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0821+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 LO0821
 LO0821  HISTORY     - Date     Condition        Report By
 LO0821  HISTORY     - 1973     MONUMENTED       UT-035
 LO0821  HISTORY     - 20020820 GOOD             SLCS
 LO0821
 LO0821                          STATION DESCRIPTION
 LO0821
 LO0821'DESCRIBED BY SALT LAKE COUNTY SURVEYOR 2002
 LO0821'TO REACH FROM THE INTERSECTION OF LITTLE DELL CANYON ROAD(HWY 65 EAST)
 LO0821'AND THE I-80 INTERSTATE FREEWAY (10.5 MILES EAST OF SALT LAKE CITY),
 LO0821'GO NORTH ON LITTLE DELL CANYON ROAD 2.3 MILES TO EMIGRATION CANYON
 LO0821'ROAD, TURN LEFT (WESTERLY) AND GO 1.5 MILES TO A PARKING AREA ON THE
 LO0821'SOUTH SIDE OF THE ROAD, GO SOUTH, THROUGH PARKING AREA, THROUGH GATE
 LO0821'550 FT ON ASPHALT ROAD TO MONUMENT, 50 FT NORTH OF THE NORTH EDGE OF
 LO0821'THE ROAD.
 LO0821'
 LO0821'MONUMENT IS IN A 15 BY 15 INCH CONCRETE BASE, 2 IN ABOVE GROUND.
 LO0821'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0354 ***********************************************************************
 LP0354  DESIGNATION -  1N3W 3410
 LP0354  PID         -  LP0354
 LP0354  STATE/COUNTY-  UT/SALT LAKE
 LP0354  COUNTRY     -  US
 LP0354  USGS QUAD   -  ANTELOPE ISLAND SOUTH (2017)
 LP0354
 LP0354                         *CURRENT SURVEY CONTROL
 LP0354  ______________________________________________________________________
 LP0354* NAD 83(1994) POSITION- 40 46 19.99891(N) 112 10 07.07068(W)   ADJUSTED
 LP0354* NAVD 88 ORTHO HEIGHT -  1283.8   (meters)     4212.    (feet) VERTCON3
 LP0354  ______________________________________________________________________
 LP0354  GEOID HEIGHT    -        -17.260 (meters)                     GEOID18
 LP0354  LAPLACE CORR    -          3.19  (seconds)                    DEFLEC18
 LP0354  HORZ ORDER      -  SECOND
 LP0354
 LP0354.The horizontal coordinates were established by classical geodetic methods
 LP0354.and adjusted by the National Geodetic Survey in November 1997.
 LP0354
 LP0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0354
 LP0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0354.GEOID18 height accuracy estimate available here.
 LP0354
 LP0354.Click photographs - Photos may exist for this station.
 LP0354
 LP0354.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0354
 LP0354. The following values were computed from the NAD 83(1994) position.
 LP0354
 LP0354;                    North         East     Units Scale Factor Converg.
 LP0354;SPC UT C     - 2,270,987.391   443,550.090   MT  1.00003271   -0 25 41.9
 LP0354;SPC UT C     - 7,450,731.13  1,455,213.92   sFT  1.00003271   -0 25 41.9
 LP0354;UTM  12      - 4,514,128.907   401,377.773   MT  0.99971971   -0 45 47.7
 LP0354
 LP0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0354!SPC UT C     -   0.99980136  x   1.00003271  =   0.99983406
 LP0354!UTM  12      -   0.99980136  x   0.99971971  =   0.99952112
 LP0354
 LP0354:                Primary Azimuth Mark                     Grid Az
 LP0354:SPC UT C     -  SALTAIR RADIO STA KSL TALL MST           082 08 02.5
 LP0354:UTM  12      -  SALTAIR RADIO STA KSL TALL MST           082 28 08.3
 LP0354
 LP0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0137714128(NAD 83)
 LP0354
 LP0354|---------------------------------------------------------------------|
 LP0354| PID    Reference Object                     Distance      Geod. Az  |
 LP0354|                                                           dddmmss.s |
 LP0354| LP0338 SALTAIR RADIO STA KSL TALL MST      APPROX. 6.1 KM 0814220.6 |
 LP0354| CM4075 1N3W 3410 RM 1                       13.615 METERS 10358     |
 LP0354| CM4076 1N3W 3410 RM 2                       15.552 METERS 17928     |
 LP0354|---------------------------------------------------------------------|
 LP0354
 LP0354                          SUPERSEDED SURVEY CONTROL
 LP0354
 LP0354  NAD 83(1993)-  40 46 19.99595(N)    112 10 07.07034(W) AD(       ) 2
 LP0354  NAD 83(1986)-  40 46 19.98888(N)    112 10 07.06204(W) AD(       ) 2
 LP0354  NAD 27      -  40 46 20.18875(N)    112 10 04.26186(W) AD(       ) 2
 LP0354  NGVD 29 (07/19/86) 1282.9    (m)         4209.     (f) VERT ANG       
 LP0354
 LP0354.Superseded values are not recommended for survey control.
 LP0354
 LP0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0354.See file dsdata.pdf to determine how the superseded data were derived.
 LP0354
 LP0354_MARKER: DD = SURVEY DISK
 LP0354_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LP0354_STAMPING: 1N3W 3410 1974
 LP0354_MARK LOGO: UT-035
 LP0354_PROJECTION: FLUSH
 LP0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0354
 LP0354  HISTORY     - Date     Condition        Report By
 LP0354  HISTORY     - 1974     MONUMENTED       UT-035
 LP0354
 LP0354                          STATION DESCRIPTION
 LP0354
 LP0354'DESCRIBED BY SALT LAKE COUNTY UTAH 1974 (RS)
 LP0354'THIS STATION IS ABOUT 14.5 MILES WEST OF SALT LAKE CITY, 10.5 MILES
 LP0354'NORTHWEST OF GRANGER, AND 4.5 MILES NORTHWEST OF MAGNA.
 LP0354'
 LP0354'TO REACH FROM THE SALTAIR POST OFFICE AT 8800 WEST ON NORTH TEMPLE
 LP0354'(U.S. HIGHWAY 40), GO WEST FOR 3.35 MILES TO A SIDE ROAD
 LP0354'RIGHT.  TURN RIGHT AND GO WEST AND NORTHERLY FOR 0.3 MILES, THENCE
 LP0354'WEST ALONG PAVED ROAD FOR 0.5 MILE TO STATION ON RIGHT, 18.0 FEET
 LP0354'NORTH OF NORTH EDGE OF PAVEMENT.
 LP0354'
 LP0354'STATION IS A STANDARD COUNTY BRASS TRIANGLE, SET IN A 6 INCH
 LP0354'DIAMETER PRECAST CONCRETE MONUMENT, WITH UNDERGROUND MARK.  BOTH
 LP0354'ARE STAMPED 1N3W 3410 1974.  MARK IS FLUSH WITH NATURAL GROUND.
 LP0354'
 LP0354'RM 1 IS A STANDARD COUNTY ROUND DISC SET IN A 6 INCH POURED
 LP0354'IN PLACE CONCRETE MONUMENT, AND IS STAMPED RM 1.
 LP0354'
 LP0354'RM 2 IS A STANDARD COUNTY ROUND DISC SET IN A 6 INCH POURED IN
 LP0354'PLACE CONCRETE MONUMENT, AND IS STAMPED RM 2.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0853 ***********************************************************************
 LO0853  DESIGNATION -  1S1E 2610
 LO0853  PID         -  LO0853
 LO0853  STATE/COUNTY-  UT/SALT LAKE
 LO0853  COUNTRY     -  US
 LO0853  USGS QUAD   -  SUGAR HOUSE (2017)
 LO0853
 LO0853                         *CURRENT SURVEY CONTROL
 LO0853  ______________________________________________________________________
 LO0853* NAD 83(1994) POSITION- 40 41 59.46012(N) 111 48 02.40106(W)   ADJUSTED
 LO0853* NAVD 88 ORTHO HEIGHT -  1477.5   (meters)     4847.    (feet) VERTCON3
 LO0853  ______________________________________________________________________
 LO0853  GEOID HEIGHT    -        -16.378 (meters)                     GEOID18
 LO0853  LAPLACE CORR    -         20.90  (seconds)                    DEFLEC18
 LO0853  HORZ ORDER      -  SECOND
 LO0853
 LO0853.The horizontal coordinates were established by classical geodetic methods
 LO0853.and adjusted by the National Geodetic Survey in November 1997.
 LO0853
 LO0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0853
 LO0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0853.GEOID18 height accuracy estimate available here.
 LO0853
 LO0853.Click photographs - Photos may exist for this station.
 LO0853
 LO0853.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0853
 LO0853. The following values were computed from the NAD 83(1994) position.
 LO0853
 LO0853;                    North         East     Units Scale Factor Converg.
 LO0853;SPC UT C     - 2,262,782.114   474,588.645   MT  1.00001279   -0 11 33.4
 LO0853;SPC UT C     - 7,423,810.99  1,557,046.25   sFT  1.00001279   -0 11 33.4
 LO0853;UTM  12      - 4,505,746.646   432,357.807   MT  0.99965632   -0 31 19.7
 LO0853
 LO0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0853!SPC UT C     -   0.99977085  x   1.00001279  =   0.99978364
 LO0853!UTM  12      -   0.99977085  x   0.99965632  =   0.99942725
 LO0853
 LO0853:                Primary Azimuth Mark                     Grid Az
 LO0853:SPC UT C     -  BRAMMER                                  077 04 52.6
 LO0853:UTM  12      -  BRAMMER                                  077 24 38.9
 LO0853
 LO0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3235705746(NAD 83)
 LO0853
 LO0853|---------------------------------------------------------------------|
 LO0853| PID    Reference Object                     Distance      Geod. Az  |
 LO0853|                                                           dddmmss.s |
 LO0853| LO0852 1S1E 2610 A                          18.162 METERS 03704     |
 LO0853| LO0851 BRAMMER                             APPROX. 3.6 KM 0765319.2 |
 LO0853|---------------------------------------------------------------------|
 LO0853
 LO0853                          SUPERSEDED SURVEY CONTROL
 LO0853
 LO0853  NAD 83(1993)-  40 41 59.46060(N)    111 48 02.40142(W) AD(       ) 2
 LO0853  NAD 83(1986)-  40 41 59.44836(N)    111 48 02.39503(W) AD(       ) 2
 LO0853  NAD 27      -  40 41 59.64302(N)    111 47 59.61439(W) AD(       ) 2
 LO0853  NGVD 29 (07/19/86) 1476.5    (m)         4844.     (f) VERT ANG       
 LO0853
 LO0853.Superseded values are not recommended for survey control.
 LO0853
 LO0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0853.See file dsdata.pdf to determine how the superseded data were derived.
 LO0853
 LO0853_MARKER: DD = SURVEY DISK
 LO0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0853+STABILITY: SURFACE MOTION
 LO0853
 LO0853  HISTORY     - Date     Condition        Report By
 LO0853  HISTORY     - 1973     MONUMENTED       UT-035
 LO0853
 LO0853                          STATION DESCRIPTION
 LO0853
 LO0853'DESCRIBED BY SALT LAKE COUNTY UTAH 1973 (RS)
 LO0853'THIS STATION IS ABOUT 4.0 MILES EAST OF SOUTH SALT LAKE, 4.0
 LO0853'MILES NORTHEAST OF MURRAY, 2.0 MILES NORTHEAST OF HOLLADAY.
 LO0853'
 LO0853'TO REACH THE STATION FROM THE INTERSECTION OF 3300 SOUTH STREET
 LO0853'AND STATE STREET GO EAST ON 3300 SOUTH FOR 4.1 MILES TO THE
 LO0853'INTERSECTION OF 3300 EAST STREET AND STATION.
 LO0853'
 LO0853'STATION MARK IS A STANDARD DISK, (UNSTAMPED) SET IN THE TOP
 LO0853'OF A ROUND PRECAST CONCRETE CONICAL MONUMENT THAT IS 6 INCHES
 LO0853'IN DIAMETER AT TOP, MARK IS 3 INCHES BELOW SURFACE OF ROADWAY.  IT
 LO0853'IS COVERED BY A CAST IRON RING AND LID.  IT IS 59.6 FEET SOUTHWEST
 LO0853'OF A RAILROAD SPIKE SET IN THE NORTHEAST ANGLE OF THE
 LO0853'INTERSECTION, 51.2 FEET NORTHEAST OF A CORNER POST IN A CHAIN
 LO0853'LINK FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0857 ***********************************************************************
 LO0857  DESIGNATION -  1S1E 2711
 LO0857  PID         -  LO0857
 LO0857  STATE/COUNTY-  UT/SALT LAKE
 LO0857  COUNTRY     -  US
 LO0857  USGS QUAD   -  SUGAR HOUSE (2017)
 LO0857
 LO0857                         *CURRENT SURVEY CONTROL
 LO0857  ______________________________________________________________________
 LO0857* NAD 83(1994) POSITION- 40 42 40.37424(N) 111 48 53.87677(W)   ADJUSTED
 LO0857* NAVD 88 ORTHO HEIGHT -  1442.3   (meters)     4732.    (feet) VERTCON3
 LO0857  ______________________________________________________________________
 LO0857  GEOID HEIGHT    -        -16.467 (meters)                     GEOID18
 LO0857  LAPLACE CORR    -         18.42  (seconds)                    DEFLEC18
 LO0857  HORZ ORDER      -  SECOND
 LO0857
 LO0857.The horizontal coordinates were established by classical geodetic methods
 LO0857.and adjusted by the National Geodetic Survey in November 1997.
 LO0857
 LO0857.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0857
 LO0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0857.GEOID18 height accuracy estimate available here.
 LO0857
 LO0857.Click photographs - Photos may exist for this station.
 LO0857
 LO0857.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0857
 LO0857. The following values were computed from the NAD 83(1994) position.
 LO0857
 LO0857;                    North         East     Units Scale Factor Converg.
 LO0857;SPC UT C     - 2,264,048.350   473,384.607   MT  1.00001581   -0 12 06.3
 LO0857;SPC UT C     - 7,427,965.29  1,553,096.00   sFT  1.00001581   -0 12 06.3
 LO0857;UTM  12      - 4,507,019.335   431,161.502   MT  0.99965833   -0 31 53.7
 LO0857
 LO0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0857!SPC UT C     -   0.99977639  x   1.00001581  =   0.99979220
 LO0857!UTM  12      -   0.99977639  x   0.99965833  =   0.99943480
 LO0857
 LO0857:                Primary Azimuth Mark                     Grid Az
 LO0857:SPC UT C     -  AIR BEACON O B                           012 13 03.4
 LO0857:UTM  12      -  AIR BEACON O B                           012 32 50.8
 LO0857
 LO0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3116107019(NAD 83)
 LO0857
 LO0857|---------------------------------------------------------------------|
 LO0857| PID    Reference Object                     Distance      Geod. Az  |
 LO0857|                                                           dddmmss.s |
 LO0857| LO0975 AIR BEACON O B                      APPROX. 6.7 KM 0120057.1 |
 LO0857| CM4085 1S1E 2711 RM 2                       12.015 METERS 03321     |
 LO0857| CM4086 1S1E 2711 RM 3                        9.562 METERS 27347     |
 LO0857| LO0996 SALT LAKE CITY ST CAPITOL DOME      APPROX. 9.6 KM 3195609.9 |
 LO0857| CM4084 1S1E 2711 RM 1                       10.364 METERS 35953     |
 LO0857|---------------------------------------------------------------------|
 LO0857
 LO0857                          SUPERSEDED SURVEY CONTROL
 LO0857
 LO0857  NAD 83(1993)-  40 42 40.37430(N)    111 48 53.87663(W) AD(       ) 2
 LO0857  NAD 83(1986)-  40 42 40.36232(N)    111 48 53.86816(W) AD(       ) 2
 LO0857  NAD 27      -  40 42 40.55265(N)    111 48 51.10931(W) AD(       ) 2
 LO0857  NGVD 29 (07/19/86) 1441.3    (m)         4729.     (f) VERT ANG       
 LO0857
 LO0857.Superseded values are not recommended for survey control.
 LO0857
 LO0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0857.See file dsdata.pdf to determine how the superseded data were derived.
 LO0857
 LO0857_MARKER: DD = SURVEY DISK
 LO0857_SETTING: 0 = UNSPECIFIED SETTING
 LO0857
 LO0857  HISTORY     - Date     Condition        Report By
 LO0857  HISTORY     - 1974     MONUMENTED       UT-035
 LO0857
 LO0857                          STATION DESCRIPTION
 LO0857
 LO0857'DESCRIBED BY SALT LAKE COUNTY UTAH 1974 (RS)
 LO0857'THIS STATION IS ABOUT 4.5 MILES SOUTHEAST OF SALT LAKE CITY, 4.0
 LO0857'MILES EAST OF SOUTH SALT LAKE, 3.0 MILES NORTHEAST OF HOLLADAY.
 LO0857'
 LO0857'TO REACH FROM I-80 EASTBOUND AND 2300 EAST (UTAH 195) OFF RAMP
 LO0857'WHICH IS 2760 SOUTH STREET.  TURN LEFT AND GO EAST FOR 0.5 MILE
 LO0857'TO STATION.  STATION IS LOCATED IN THE MIDDLE OF 2700 EAST STREET
 LO0857'AND KENTON DRIVE WHICH IS 2760 SOUTH STREET.
 LO0857'
 LO0857'STATION IS A STANDARD SALT LAKE COUNTY DISK SET IN A CONCRETE
 LO0857'CONICAL MONUMENT WITH PROTECTIVE RING AND LID.  MARK IS 3 INCHES
 LO0857'BELOW SURFACE OF PAVED ROADWAY.  STATION MARK IS A POINT OF
 LO0857'INTERSECTION MONUMENT OF 2700 EAST STREET AND KENTON DRIVE (2760
 LO0857'SOUTH) STREET.  MARK IS STAMPED 1S1E 2711.  MARK IS 26.42 FEET
 LO0857'EAST OF A POWER POLE WHICH HAS A NAIL AND WASHER IN THE FACE
 LO0857'OF THE POLE STAMPED 26.42.  STATION IS 72.81 FEET SOUTHEAST OF
 LO0857'A POWER POLE WHICH HAS A NAIL AND WASHER IN THE FACE OF THE
 LO0857'POLE STAMPED 72.81.
 LO0857'
 LO0857'REFERENCE MARK 1, A STANDARD SALT LAKE COUNTY DISK SET IN A 36
 LO0857'INCH CONCRETE CONICAL MONUMENT, 34.00 FEET NORTH OF STATION IT
 LO0857'IS 27 INCHES BELOW ROAD SURFACE.  IT IS NOT STAMPED.
 LO0857'
 LO0857'REFERENCE MARK 2, A COPPER RIVET 1 INCH WIDE SET IN A DRILL HOLE
 LO0857'IN THE TOP BACK OF CURB AND GUTTER ON THE EAST SIDE OF 2700 EAST
 LO0857'STREET.  IT IS STAMPED RM 2.
 LO0857'
 LO0857'REFERENCE MARK 3, A COPPER RIVET 1 INCH WIDE SET IN A DRILL
 LO0857'HOLE IN THE TOP OF A 4.0 FOOT SIDEWALK ON THE NORTHEAST CORNER
 LO0857'OF THE INTERSECTION OF 2700 EAST AND 2760 SOUTH.  SIDEWALK IS
 LO0857'LOCATED IN THE FRONT OF A HOUSE WHOSE ADDRESS IS 2768 SOUTH 2700
 LO0857'EAST.  IT IS STAMPED RM 3.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1018 ***********************************************************************
 LO1018  DESIGNATION -  1S1W 1010
 LO1018  PID         -  LO1018
 LO1018  STATE/COUNTY-  UT/SALT LAKE
 LO1018  COUNTRY     -  US
 LO1018  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO1018
 LO1018                         *CURRENT SURVEY CONTROL
 LO1018  ______________________________________________________________________
 LO1018* NAD 83(1994) POSITION- 40 45 19.79736(N) 111 56 54.15119(W)   ADJUSTED
 LO1018* NAVD 88 ORTHO HEIGHT -  1296.6   (meters)     4254.    (feet) VERTCON3
 LO1018  ______________________________________________________________________
 LO1018  GEOID HEIGHT    -        -17.062 (meters)                     GEOID18
 LO1018  LAPLACE CORR    -          5.19  (seconds)                    DEFLEC18
 LO1018  HORZ ORDER      -  SECOND
 LO1018
 LO1018.The horizontal coordinates were established by classical geodetic methods
 LO1018.and adjusted by the National Geodetic Survey in November 1997.
 LO1018
 LO1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1018
 LO1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1018.GEOID18 height accuracy estimate available here.
 LO1018
 LO1018.Click photographs - Photos may exist for this station.
 LO1018
 LO1018.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1018
 LO1018. The following values were computed from the NAD 83(1994) position.
 LO1018
 LO1018;                    North         East     Units Scale Factor Converg.
 LO1018;SPC UT C     - 2,269,014.206   462,135.900   MT  1.00002796   -0 17 14.0
 LO1018;SPC UT C     - 7,444,257.44  1,516,190.87   sFT  1.00002796   -0 17 14.0
 LO1018;UTM  12      - 4,512,048.288   419,945.625   MT  0.99967888   -0 37 09.0
 LO1018
 LO1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1018!SPC UT C     -   0.99979932  x   1.00002796  =   0.99982727
 LO1018!UTM  12      -   0.99979932  x   0.99967888  =   0.99947826
 LO1018
 LO1018:                Primary Azimuth Mark                     Grid Az
 LO1018:SPC UT C     -  SALT LAKE CITY FAA ARTC TWR              354 14 34.2
 LO1018:UTM  12      -  SALT LAKE CITY FAA ARTC TWR              354 34 29.2
 LO1018
 LO1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1994512048(NAD 83)
 LO1018
 LO1018|---------------------------------------------------------------------|
 LO1018| PID    Reference Object                     Distance      Geod. Az  |
 LO1018|                                                           dddmmss.s |
 LO1018| LO1019 SALT LAKE CITY FAA ARTC TWR         APPROX. 3.4 KM 3535720.2 |
 LO1018|---------------------------------------------------------------------|
 LO1018
 LO1018                          SUPERSEDED SURVEY CONTROL
 LO1018
 LO1018  NAD 83(1993)-  40 45 19.79672(N)    111 56 54.15107(W) AD(       ) 2
 LO1018  NAD 83(1986)-  40 45 19.78621(N)    111 56 54.14254(W) AD(       ) 2
 LO1018  NAD 27      -  40 45 19.98038(N)    111 56 51.36683(W) AD(       ) 2
 LO1018  NGVD 29 (07/19/86) 1295.7    (m)         4251.     (f) VERT ANG       
 LO1018
 LO1018.Superseded values are not recommended for survey control.
 LO1018
 LO1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1018.See file dsdata.pdf to determine how the superseded data were derived.
 LO1018
 LO1018_MARKER: P = PIPE CAP
 LO1018_SETTING: 0 = UNSPECIFIED SETTING
 LO1018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO1018
 LO1018  HISTORY     - Date     Condition        Report By
 LO1018  HISTORY     - 1974     MONUMENTED       UT-035
 LO1018
 LO1018                          STATION DESCRIPTION
 LO1018
 LO1018'DESCRIBED BY SALT LAKE COUNTY UTAH 1974 (RS)
 LO1018'THE STATION IS ABOUT 4.0 MILES NORTH OF GRANGER, 3.5 MILES
 LO1018'NORTHWEST OF SOUTH SALT LAKE, 2.5 MILES WEST OF SALT LAKE
 LO1018'CITY.  IT IS LOCATED ON TOP OF THE OLD SALT LAKE CITY SANITARY
 LO1018'LAND FILL ON LAND THAT IS OWNED BY SALT LAKE CITY CORPORATION.
 LO1018'
 LO1018'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 68 (1700 WEST) AND
 LO1018'INDIANA AVENUE (850 SOUTH) GO WEST ON INDIANA AVENUE FOR 0.25
 LO1018'MILE TO SIDE ROAD RIGHT, VEER RIGHT AND CONTINUE WESTERLY THROUGH
 LO1018'GATE FOLLOWING DIRT ROAD NORTHWESTERLY FOR 0.6 MILE TO SIDE ROAD
 LO1018'LEFT.  TURN LEFT AND GO SOUTH 150 FEET TO STATION ON LEFT.
 LO1018'
 LO1018'STATION MARK IS A 2 INCH DIAMETER ALUMINUM CAP ON A 1 INCH
 LO1018'DIAMETER IRON PIPE SET IN CONCRETE 4 INCHES IN DIAMETER TO THE
 LO1018'DEPTH OF APPROXIMATELY 2 FEET.  STATION IS FLUSH WITH THE GROUND
 LO1018'AND IS STAMPED 2M-34A.  IT IS 35.9 FEET SOUTH OF T-BAR AND CAIRN,
 LO1018'33.1 FEET WEST OF T-BAR AND CAIRN, AND 3 FEET EAST OF METAL
 LO1018'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0962 ***********************************************************************
 LO0962  DESIGNATION -  1S1W 2010
 LO0962  PID         -  LO0962
 LO0962  STATE/COUNTY-  UT/SALT LAKE
 LO0962  COUNTRY     -  US
 LO0962  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0962
 LO0962                         *CURRENT SURVEY CONTROL
 LO0962  ______________________________________________________________________
 LO0962* NAD 83(1994) POSITION- 40 43 29.50625(N) 111 59 12.09419(W)   ADJUSTED
 LO0962* NAVD 88 ORTHO HEIGHT -  1294.4   (meters)     4247.    (feet) VERTCON3
 LO0962  ______________________________________________________________________
 LO0962  GEOID HEIGHT    -        -17.160 (meters)                     GEOID18
 LO0962  LAPLACE CORR    -          2.12  (seconds)                    DEFLEC18
 LO0962  HORZ ORDER      -  SECOND
 LO0962
 LO0962.The horizontal coordinates were established by classical geodetic methods
 LO0962.and adjusted by the National Geodetic Survey in November 1997.
 LO0962
 LO0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0962
 LO0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0962.GEOID18 height accuracy estimate available here.
 LO0962
 LO0962.Click photographs - Photos may exist for this station.
 LO0962
 LO0962.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0962
 LO0962. The following values were computed from the NAD 83(1994) position.
 LO0962
 LO0962;                    North         East     Units Scale Factor Converg.
 LO0962;SPC UT C     - 2,265,628.949   458,881.607   MT  1.00001949   -0 18 42.4
 LO0962;SPC UT C     - 7,433,150.98  1,505,514.07   sFT  1.00001949   -0 18 42.4
 LO0962;UTM  12      - 4,508,683.094   416,672.890   MT  0.99968546   -0 38 37.6
 LO0962
 LO0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0962!SPC UT C     -   0.99979969  x   1.00001949  =   0.99981918
 LO0962!UTM  12      -   0.99979969  x   0.99968546  =   0.99948522
 LO0962
 LO0962:                Primary Azimuth Mark                     Grid Az
 LO0962:SPC UT C     -  SOUTH SALT LAKE VITRO CHEM STK           111 37 45.4
 LO0962:UTM  12      -  SOUTH SALT LAKE VITRO CHEM STK           111 57 40.6
 LO0962
 LO0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1667208683(NAD 83)
 LO0962
 LO0962|---------------------------------------------------------------------|
 LO0962| PID    Reference Object                     Distance      Geod. Az  |
 LO0962|                                                           dddmmss.s |
 LO0962| LO0931 SOUTH SALT LAKE VITRO CHEM STK      APPROX. 7.2 KM 1111903.0 |
 LO0962| LP0362 HUNTER RAD STA KRGO MAST            APPROX. 2.2 KM 2693049.2 |
 LO0962|---------------------------------------------------------------------|
 LO0962
 LO0962                          SUPERSEDED SURVEY CONTROL
 LO0962
 LO0962  NAD 83(1993)-  40 43 29.50542(N)    111 59 12.09374(W) AD(       ) 2
 LO0962  NAD 83(1986)-  40 43 29.49527(N)    111 59 12.08583(W) AD(       ) 2
 LO0962  NAD 27      -  40 43 29.68862(N)    111 59 09.30698(W) AD(       ) 2
 LO0962  NGVD 29 (07/19/86) 1293.4    (m)         4243.     (f) VERT ANG       
 LO0962
 LO0962.Superseded values are not recommended for survey control.
 LO0962
 LO0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0962.See file dsdata.pdf to determine how the superseded data were derived.
 LO0962
 LO0962_MARKER: DD = SURVEY DISK
 LO0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0962+STABILITY: SURFACE MOTION
 LO0962
 LO0962  HISTORY     - Date     Condition        Report By
 LO0962  HISTORY     - 1974     MONUMENTED       UT-035
 LO0962
 LO0962                          STATION DESCRIPTION
 LO0962
 LO0962'DESCRIBED BY SALT LAKE COUNTY UTAH 1974 (RS)
 LO0962'THE STATION IS 6 MILES EAST OF MAGNA, 5 MILES WEST OF SOUTH SALT
 LO0962'LAKE AND 3 MILES WEST OF SALT LAKE CITY.
 LO0962'
 LO0962'TO REACH THE STATION FROM UTAH STATE HIGHWAY 68 AND THE WEST
 LO0962'ONRAMP OF U.S. HIGHWAY ALT 50, GO WEST ON U.S. HIGHWAY 50 FOR
 LO0962'2.4 MILES TO A DIRT ROAD, (4000 WEST), ON THE SOUTH SIDE OF
 LO0962'U.S. HIGHWAY ALT 50, TURN SOUTH ON DIRT ROAD (4000 WEST) FOR
 LO0962'300 FEET TO STATION.
 LO0962'
 LO0962'STATION IS A STANDARD SALT LAKE COUNTY DISK UNSTAMPED LOCATED
 LO0962'IN THE CENTER OF A DIRT ROAD WHICH IS 4000 WEST.  MARK IS 6
 LO0962'INCHES BELOW THE SURFACE OF THE ROAD AND IS COVERED BY A RING
 LO0962'AND LID, DISK IS SET IN THE TOP OF A 30 INCH CYLINDRICAL PRE-CAST
 LO0962'MONUMENT WHICH IS 6 INCHES IN DIAMETER AT THE TOP, IT IS 100.45
 LO0962'FEET SOUTHEAST OF A CONCRETE STRUCTURE AND 300 FEET SOUTH OF THE
 LO0962'CENTERLINE OF U.S. HIGHWAY ALT 50 AND 83.42 FEET NORTHWEST OF
 LO0962'A TELEPHONE POLE WITH A WASHER NAILED INTO THE POLE MARKING
 LO0962'THE POINT MEASURED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0946 ***********************************************************************
 LO0946  DESIGNATION -  1S1W 2310
 LO0946  PID         -  LO0946
 LO0946  STATE/COUNTY-  UT/SALT LAKE
 LO0946  COUNTRY     -  US
 LO0946  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0946
 LO0946                         *CURRENT SURVEY CONTROL
 LO0946  ______________________________________________________________________
 LO0946* NAD 83(1994) POSITION- 40 43 28.49354(N) 111 55 00.45641(W)   ADJUSTED
 LO0946* NAVD 88 ORTHO HEIGHT -  1296.8   (meters)     4255.    (feet) VERTCON3
 LO0946  ______________________________________________________________________
 LO0946  GEOID HEIGHT    -        -17.026 (meters)                     GEOID18
 LO0946  LAPLACE CORR    -          7.65  (seconds)                    DEFLEC18
 LO0946  HORZ ORDER      -  SECOND
 LO0946
 LO0946.The horizontal coordinates were established by classical geodetic methods
 LO0946.and adjusted by the National Geodetic Survey in November 1997.
 LO0946
 LO0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0946
 LO0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0946.GEOID18 height accuracy estimate available here.
 LO0946
 LO0946.Click photographs - Photos may exist for this station.
 LO0946
 LO0946.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0946
 LO0946. The following values were computed from the NAD 83(1994) position.
 LO0946
 LO0946;                    North         East     Units Scale Factor Converg.
 LO0946;SPC UT C     - 2,265,567.884   464,786.886   MT  1.00001941   -0 16 01.2
 LO0946;SPC UT C     - 7,432,950.63  1,524,888.31   sFT  1.00001941   -0 16 01.2
 LO0946;UTM  12      - 4,508,587.885   422,575.710   MT  0.99967378   -0 35 53.4
 LO0946
 LO0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0946!SPC UT C     -   0.99979928  x   1.00001941  =   0.99981869
 LO0946!UTM  12      -   0.99979928  x   0.99967378  =   0.99947313
 LO0946
 LO0946:                Primary Azimuth Mark                     Grid Az
 LO0946:SPC UT C     -  SOUTH SALT LAKE RAD KCPX W MST           187 35 49.9
 LO0946:UTM  12      -  SOUTH SALT LAKE RAD KCPX W MST           187 55 42.1
 LO0946
 LO0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2257508587(NAD 83)
 LO0946
 LO0946|---------------------------------------------------------------------|
 LO0946| PID    Reference Object                     Distance      Geod. Az  |
 LO0946|                                                           dddmmss.s |
 LO0946| LO0934 SOUTH SALT LAKE RAD KCPX W MST      APPROX. 2.6 KM 1871948.7 |
 LO0946|---------------------------------------------------------------------|
 LO0946
 LO0946                          SUPERSEDED SURVEY CONTROL
 LO0946
 LO0946  NAD 83(1993)-  40 43 28.49340(N)    111 55 00.45640(W) AD(       ) 2
 LO0946  NAD 83(1986)-  40 43 28.48219(N)    111 55 00.44808(W) AD(       ) 2
 LO0946  NAD 27      -  40 43 28.67458(N)    111 54 57.67716(W) AD(       ) 2
 LO0946  NGVD 29 (07/19/86) 1295.9    (m)         4252.     (f) VERT ANG       
 LO0946
 LO0946.Superseded values are not recommended for survey control.
 LO0946
 LO0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0946.See file dsdata.pdf to determine how the superseded data were derived.
 LO0946
 LO0946_MARKER: Z = SEE DESCRIPTION
 LO0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0946+STABILITY: SURFACE MOTION
 LO0946
 LO0946  HISTORY     - Date     Condition        Report By
 LO0946  HISTORY     - 1973     MONUMENTED       UT-035
 LO0946
 LO0946                          STATION DESCRIPTION
 LO0946
 LO0946'DESCRIBED BY SALT LAKE COUNTY UTAH 1973 (RS)
 LO0946'THIS STATION IS ABOUT 4.0 MILES NORTHEAST OF GRANGER, 3.5 MILES
 LO0946'SOUTHWEST OF SALT LAKE CITY, 2.0 MILES NORTHWEST OF SOUTH
 LO0946'SALT LAKE.
 LO0946'
 LO0946'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 68 AND ALTERNATE
 LO0946'U.S. HIGHWAY 50, GO EAST ON HIGHWAY 50 FOR 1.0 MILE TO STATION
 LO0946'ON LEFT IN THE MEDIAN STRIP JUST EAST OF THE OVERPASS OF 900
 LO0946'WEST STREET.
 LO0946'
 LO0946'THIS STATION IS A SALT LAKE COUNTY BRASS MARK, TRIANGULAR IN
 LO0946'SHAPE, SET IN AN 8 INCH CYLINDRICAL CONCRETE MONUMENT, MARK IS
 LO0946'STAMPED T1S R1W 2310.  IT IS 24.6 FEET SOUTHEAST OF THE NORTH
 LO0946'WALL OF THE OVERPASS ABUTMENT, MARKED WITH A COPPER RIVET DRILLED
 LO0946'INTO ABUTMENT WALL AND 11.2 FEET NORTHEAST OF THE SOUTH WALL OF
 LO0946'THE OVERPASS ABUTMENT, MARKED WITH A COPPER RIVET DRILLED INTO
 LO0946'THE ABUTMENT WALL.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 LO0946'AN IRREGULAR MASS OF CONCRETE, 30 INCHES BELOW THE GROUND
 LO0946'SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0341 ***********************************************************************
 LP0341  DESIGNATION -  1S2W 0206
 LP0341  PID         -  LP0341
 LP0341  STATE/COUNTY-  UT/SALT LAKE
 LP0341  COUNTRY     -  US
 LP0341  USGS QUAD   -  BAILEYS LAKE (2017)
 LP0341
 LP0341                         *CURRENT SURVEY CONTROL
 LP0341  ______________________________________________________________________
 LP0341* NAD 83(1994) POSITION- 40 45 43.36260(N) 112 01 29.95651(W)   ADJUSTED
 LP0341* NAVD 88 ORTHO HEIGHT -  1290.6   (meters)     4234.    (feet) VERTCON3
 LP0341  ______________________________________________________________________
 LP0341  GEOID HEIGHT    -        -17.132 (meters)                     GEOID18
 LP0341  LAPLACE CORR    -          1.88  (seconds)                    DEFLEC18
 LP0341  HORZ ORDER      -  SECOND
 LP0341
 LP0341.The horizontal coordinates were established by classical geodetic methods
 LP0341.and adjusted by the National Geodetic Survey in November 1997.
 LP0341
 LP0341.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0341
 LP0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0341.GEOID18 height accuracy estimate available here.
 LP0341
 LP0341.Click photographs - Photos may exist for this station.
 LP0341
 LP0341.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0341
 LP0341. The following values were computed from the NAD 83(1994) position.
 LP0341
 LP0341;                    North         East     Units Scale Factor Converg.
 LP0341;SPC UT C     - 2,269,776.335   455,670.507   MT  1.00002981   -0 20 10.7
 LP0341;SPC UT C     - 7,446,757.86  1,494,978.99   sFT  1.00002981   -0 20 10.7
 LP0341;UTM  12      - 4,512,847.645   413,486.982   MT  0.99969212   -0 40 09.4
 LP0341
 LP0341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0341!SPC UT C     -   0.99980029  x   1.00002981  =   0.99983009
 LP0341!UTM  12      -   0.99980029  x   0.99969212  =   0.99949247
 LP0341
 LP0341:                Primary Azimuth Mark                     Grid Az
 LP0341:SPC UT C     -  SALTAIR RADIO STA KSL TALL MST           288 31 58.1
 LP0341:UTM  12      -  SALTAIR RADIO STA KSL TALL MST           288 51 56.8
 LP0341
 LP0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1348612847(NAD 83)
 LP0341
 LP0341|---------------------------------------------------------------------|
 LP0341| PID    Reference Object                     Distance      Geod. Az  |
 LP0341|                                                           dddmmss.s |
 LP0341| LP0357 BACCHUS AF PLANT 81 TANK            APPROX.10.5 KM 1885635.4 |
 LP0341| LP0338 SALTAIR RADIO STA KSL TALL MST      APPROX. 6.4 KM 2881147.4 |
 LP0341|---------------------------------------------------------------------|
 LP0341
 LP0341                          SUPERSEDED SURVEY CONTROL
 LP0341
 LP0341  NAD 83(1993)-  40 45 43.36114(N)    112 01 29.95580(W) AD(       ) 2
 LP0341  NAD 83(1986)-  40 45 43.35203(N)    112 01 29.94780(W) AD(       ) 2
 LP0341  NAD 27      -  40 45 43.54816(N)    112 01 27.16269(W) AD(       ) 2
 LP0341  NGVD 29 (07/19/86) 1289.6    (m)         4231.     (f) VERT ANG       
 LP0341
 LP0341.Superseded values are not recommended for survey control.
 LP0341
 LP0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0341.See file dsdata.pdf to determine how the superseded data were derived.
 LP0341
 LP0341_MARKER: DD = SURVEY DISK
 LP0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0341_MARK LOGO: UT-035
 LP0341_PROJECTION: RECESSED 28 CENTIMETERS
 LP0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0341+STABILITY: SURFACE MOTION
 LP0341
 LP0341  HISTORY     - Date     Condition        Report By
 LP0341  HISTORY     - 1974     MONUMENTED       UT-035
 LP0341
 LP0341                          STATION DESCRIPTION
 LP0341
 LP0341'DESCRIBED BY SALT LAKE COUNTY UTAH 1974 (RS)
 LP0341'THIS STATION IS ABOUT 8.0 MILES NORTHWEST OF TAYLORSVILLE, 8.0
 LP0341'MILES NORTH OF KEARNS, AND 5.0 MILES NORTHEAST OF MAGNA.
 LP0341'
 LP0341'TO REACH FROM (U.S. HIGHWAY 40) NORTH TEMPLE AND 5600 WEST
 LP0341'STREET, GO SOUTH FOR 0.6 MILE ON 5600 WEST STREET TO STATION IN
 LP0341'CENTER OF ASPHALT ROADWAY.
 LP0341'
 LP0341'STATION IS A STANDARD SALT LAKE COUNTY BRASS DISK, NOT STAMPED, SET
 LP0341'IN A 6 INCH DIAMETER CONCRETE CONICAL MONUMENT, SET 11 INCHES BELOW
 LP0341'THE SURFACE OF THE ROADWAY.
 LP0341'
 LP0341'REFERENCE POINT NUMBER 1, A NAIL AND WASHER STAMPED MON. 39.5,
 LP0341'SET IN FACE OF FENCE POST, 39.5 FEET SOUTHWEST OF MARK.  REFERENCE
 LP0341'POINT NUMBER 2, STAMPED MON. 46.9, A NAIL AND WASHER SET IN POWER
 LP0341'POLE, 46.9 FEET SOUTHWEST OF MARK.  DISTANCE TO STATION ARE
 LP0341'STAMPED ON WASHERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0363 ***********************************************************************
 LP0363  DESIGNATION -  1S2W 2510
 LP0363  PID         -  LP0363
 LP0363  STATE/COUNTY-  UT/SALT LAKE
 LP0363  COUNTRY     -  US
 LP0363  USGS QUAD   -  MAGNA (2017)
 LP0363
 LP0363                         *CURRENT SURVEY CONTROL
 LP0363  ______________________________________________________________________
 LP0363* NAD 83(1994) POSITION- 40 42 13.48691(N) 112 00 55.15098(W)   ADJUSTED
 LP0363* NAVD 88 ORTHO HEIGHT -  1297.3   (meters)     4256.    (feet) VERTCON3
 LP0363  ______________________________________________________________________
 LP0363  GEOID HEIGHT    -        -17.187 (meters)                     GEOID18
 LP0363  LAPLACE CORR    -          0.29  (seconds)                    DEFLEC18
 LP0363  HORZ ORDER      -  SECOND
 LP0363
 LP0363.The horizontal coordinates were established by classical geodetic methods
 LP0363.and adjusted by the National Geodetic Survey in November 1997.
 LP0363
 LP0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0363
 LP0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0363.GEOID18 height accuracy estimate available here.
 LP0363
 LP0363.Click photographs - Photos may exist for this station.
 LP0363
 LP0363.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0363
 LP0363. The following values were computed from the NAD 83(1994) position.
 LP0363
 LP0363;                    North         East     Units Scale Factor Converg.
 LP0363;SPC UT C     - 2,263,297.545   456,449.572   MT  1.00001382   -0 19 48.4
 LP0363;SPC UT C     - 7,425,502.03  1,497,534.97   sFT  1.00001382   -0 19 48.4
 LP0363;UTM  12      - 4,506,366.584   414,228.188   MT  0.99969055   -0 39 43.8
 LP0363
 LP0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0363!SPC UT C     -   0.99979923  x   1.00001382  =   0.99981304
 LP0363!UTM  12      -   0.99979923  x   0.99969055  =   0.99948984
 LP0363
 LP0363:                Primary Azimuth Mark                     Grid Az
 LP0363:SPC UT C     -  PACKARD                                  138 21 34.7
 LP0363:UTM  12      -  PACKARD                                  138 41 30.1
 LP0363
 LP0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1422806366(NAD 83)
 LP0363
 LP0363|---------------------------------------------------------------------|
 LP0363| PID    Reference Object                     Distance      Geod. Az  |
 LP0363|                                                           dddmmss.s |
 LP0363| LP0361 PACKARD                             APPROX. 1.1 KM 1380146.3 |
 LP0363|---------------------------------------------------------------------|
 LP0363
 LP0363                          SUPERSEDED SURVEY CONTROL
 LP0363
 LP0363  NAD 83(1993)-  40 42 13.48576(N)    112 00 55.14998(W) AD(       ) 2
 LP0363  NAD 83(1986)-  40 42 13.47612(N)    112 00 55.14250(W) AD(       ) 2
 LP0363  NAD 27      -  40 42 13.66954(N)    112 00 52.36095(W) AD(       ) 2
 LP0363  NGVD 29 (07/19/86) 1296.4    (m)         4253.     (f) VERT ANG       
 LP0363
 LP0363.Superseded values are not recommended for survey control.
 LP0363
 LP0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0363.See file dsdata.pdf to determine how the superseded data were derived.
 LP0363
 LP0363_MARKER: DD = SURVEY DISK
 LP0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0363_STAMPING: 1S2W 2510
 LP0363_MARK LOGO: UT-035
 LP0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0363+STABILITY: SURFACE MOTION
 LP0363
 LP0363  HISTORY     - Date     Condition        Report By
 LP0363  HISTORY     - 1973     MONUMENTED       UT-035
 LP0363  HISTORY     - 20141014 MARK NOT FOUND   GEOCAC
 LP0363
 LP0363                          STATION DESCRIPTION
 LP0363
 LP0363'DESCRIBED BY SALT LAKE COUNTY UTAH 1973 (RS)
 LP0363'THE STATION IS ABOUT 4.5 MILES NORTH OF KEARNS, 4.5 MILES EAST OF
 LP0363'MAGNA AND 3.5 MILES NORTHWEST OF TAYLORSVILLE, AND ON SALT LAKE
 LP0363'COUNTY RIGHT-OF-WAY PROPERTY.
 LP0363'
 LP0363'TO REACH THIS POINT FROM THE INTERSECTION OF STATE HIGHWAY 68 AND
 LP0363'3100 SOUTH STREET, GO WEST ON 3100 SOUTH STREET FOR 4.0 MILES
 LP0363'TO STATION.
 LP0363'
 LP0363'THE STATION MARK IS A SALT LAKE COUNTY BRASS DISK, TRIANGULAR IN
 LP0363'SHAPE, STAMPED 1S2W 2510 SET IN AN 8 INCH CYLINDRICAL CONCRETE
 LP0363'MONUMENT THAT IS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 33 FEET
 LP0363'SOUTH OF THE CENTER OF 3100 SOUTH STREET AND 4.22 FEET NORTHEAST
 LP0363'OF A WOODEN FENCE CORNER POST.  THE UNDERGROUND MARK IS SET IN
 LP0363'THE TOP OF AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE
 LP0363'GROUND SURFACE.
 LP0363
 LP0363                          STATION RECOVERY (2014)
 LP0363
 LP0363'RECOVERY NOTE BY GEOCACHING 2014 (BRB)
 LP0363'MARK NOT FOUND. A NEW CITY HAS BEEN CONSTRUCTED AT THIS SIGHT WITH
 LP0363'OBVIOUS CHANGES IN GRADE APPARENT. THERE IS NO VISIBLE EVIDENCE
 LP0363'REMAINING OF THE MARK. THERE IS NO LONGER A WOODEN FENCE AT THE
 LP0363'DESCRIBED LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0348 ***********************************************************************
 LP0348  DESIGNATION -  1S3W 0110
 LP0348  PID         -  LP0348
 LP0348  STATE/COUNTY-  UT/SALT LAKE
 LP0348  COUNTRY     -  US
 LP0348  USGS QUAD   -  BAILEYS LAKE (2017)
 LP0348
 LP0348                         *CURRENT SURVEY CONTROL
 LP0348  ______________________________________________________________________
 LP0348* NAD 83(1994) POSITION- 40 46 07.73186(N) 112 07 19.74895(W)   ADJUSTED
 LP0348* NAVD 88 ORTHO HEIGHT -  1285.4   (meters)     4217.    (feet) VERTCON3
 LP0348  ______________________________________________________________________
 LP0348  GEOID HEIGHT    -        -17.214 (meters)                     GEOID18
 LP0348  LAPLACE CORR    -          1.64  (seconds)                    DEFLEC18
 LP0348  HORZ ORDER      -  SECOND
 LP0348
 LP0348.The horizontal coordinates were established by classical geodetic methods
 LP0348.and adjusted by the National Geodetic Survey in November 1997.
 LP0348
 LP0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0348
 LP0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0348.GEOID18 height accuracy estimate available here.
 LP0348
 LP0348.Click photographs - Photos may exist for this station.
 LP0348
 LP0348.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0348
 LP0348. The following values were computed from the NAD 83(1994) position.
 LP0348
 LP0348;                    North         East     Units Scale Factor Converg.
 LP0348;SPC UT C     - 2,270,580.672   447,471.372   MT  1.00003173   -0 23 54.7
 LP0348;SPC UT C     - 7,449,396.75  1,468,078.99   sFT  1.00003173   -0 23 54.7
 LP0348;UTM  12      - 4,513,699.430   405,295.370   MT  0.99971039   -0 43 58.2
 LP0348
 LP0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0348!SPC UT C     -   0.99980110  x   1.00003173  =   0.99983282
 LP0348!UTM  12      -   0.99980110  x   0.99971039  =   0.99951155
 LP0348
 LP0348:                Primary Azimuth Mark                     Grid Az
 LP0348:SPC UT C     -  SMITH                                    276 03 31.6
 LP0348:UTM  12      -  SMITH                                    276 23 35.1
 LP0348
 LP0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0529513699(NAD 83)
 LP0348
 LP0348|---------------------------------------------------------------------|
 LP0348| PID    Reference Object                     Distance      Geod. Az  |
 LP0348|                                                           dddmmss.s |
 LP0348| CM4099 1S3W 0110 RM 1                       10.964 METERS 05109     |
 LP0348| LP0338 SALTAIR RADIO STA KSL TALL MST      APPROX. 2.4 KM 0590608.2 |
 LP0348| CM4100 1S3W 0110 RM 2                       10.799 METERS 14405     |
 LP0348| LP0353 SMITH                               APPROX. 2.4 KM 2753936.9 |
 LP0348|---------------------------------------------------------------------|
 LP0348
 LP0348                          SUPERSEDED SURVEY CONTROL
 LP0348
 LP0348  NAD 83(1993)-  40 46 07.72936(N)    112 07 19.74843(W) AD(       ) 2
 LP0348  NAD 83(1986)-  40 46 07.72167(N)    112 07 19.74035(W) AD(       ) 2
 LP0348  NAD 27      -  40 46 07.92032(N)    112 07 16.94511(W) AD(       ) 2
 LP0348  NGVD 29 (07/19/86) 1284.5    (m)         4214.     (f) VERT ANG       
 LP0348
 LP0348.Superseded values are not recommended for survey control.
 LP0348
 LP0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0348.See file dsdata.pdf to determine how the superseded data were derived.
 LP0348
 LP0348_MARKER: DD = SURVEY DISK
 LP0348_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LP0348_STAMPING: 1S3W 0110 1974
 LP0348_MARK LOGO: UT-035
 LP0348_PROJECTION: RECESSED 13 CENTIMETERS
 LP0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0348
 LP0348  HISTORY     - Date     Condition        Report By
 LP0348  HISTORY     - 1974     MONUMENTED       UT-035
 LP0348
 LP0348                          STATION DESCRIPTION
 LP0348
 LP0348'DESCRIBED BY SALT LAKE COUNTY UTAH 1974 (RS)
 LP0348'THIS STATION IS ABOUT 12.5 MILES WEST OF SALT LAKE CITY AND 12.0
 LP0348'MILES NORTHWEST OF GRANGER AND 4.5 MILES NORTH OF MAGNA.
 LP0348'
 LP0348'TO REACH FROM NORTH TEMPLE AND 5600 WEST, GO WEST FOR 3.9 MILES
 LP0348'TO THE SALTAIR POST OFFICE ON THE LEFT, GO WEST ON U. S. 40
 LP0348'(NORTH TEMPLE) FOR 1.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 LP0348'GO SOUTH ON DIRT ROAD FOR 0.1 MILE TO RAILROAD TRACK.  CROSS TRACK
 LP0348'AND BEAR RIGHT FOR 150 FEET TO STATION IN SMALL GRASSY AREA.
 LP0348'
 LP0348'STATION MARK IS A BRASS TRIANGLE STAMPED 1S3W 0110 1974 SET IN THE
 LP0348'TOP OF A 12 INCH CONCRETE MONUMENT 5 INCHES BELOW GROUND
 LP0348'SURROUNDED BY A 9 INCH METAL RING AND LID FLUSH WITH THE GROUND.
 LP0348'
 LP0348'REFERENCE MARK 1, IS A 1-1/2 INCH BRASS DISK STAMPED R.M. 1 SET IN
 LP0348'TOP OF A 6 INCH DIAMETER ROUND CONCRETE MONUMENT THAT IS 2 INCHES
 LP0348'ABOVE GROUND.
 LP0348'
 LP0348'REFERENCE MARK 2, IS A 1-1/2 INCH BRASS DISK STAMPED R.M. 2, SET
 LP0348'IN THE TOP OF A ROUND 6 INCH DIAMETER CONCRETE MONUMENT THAT
 LP0348'PROJECTS 1 INCH ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0421 ***********************************************************************
 LP0421  DESIGNATION -  1S3W 2010
 LP0421  PID         -  LP0421
 LP0421  STATE/COUNTY-  UT/TOOELE
 LP0421  COUNTRY     -  US
 LP0421  USGS QUAD   -  FARNSWORTH PEAK (2017)
 LP0421
 LP0421                         *CURRENT SURVEY CONTROL
 LP0421  ______________________________________________________________________
 LP0421* NAD 83(1994) POSITION- 40 43 08.59538(N) 112 13 11.53451(W)   ADJUSTED
 LP0421* NAVD 88 ORTHO HEIGHT -  1360.9   (meters)     4465.    (feet) VERTCON3
 LP0421  ______________________________________________________________________
 LP0421  GEOID HEIGHT    -        -17.264 (meters)                     GEOID18
 LP0421  LAPLACE CORR    -          6.67  (seconds)                    DEFLEC18
 LP0421  HORZ ORDER      -  SECOND
 LP0421
 LP0421.The horizontal coordinates were established by classical geodetic methods
 LP0421.and adjusted by the National Geodetic Survey in November 1997.
 LP0421
 LP0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0421
 LP0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0421.GEOID18 height accuracy estimate available here.
 LP0421
 LP0421.Click photographs - Photos may exist for this station.
 LP0421
 LP0421.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0421
 LP0421. The following values were computed from the NAD 83(1994) position.
 LP0421
 LP0421;                    North         East     Units Scale Factor Converg.
 LP0421;SPC UT C     - 2,265,116.798   439,176.669   MT  1.00001791   -0 27 40.1
 LP0421;SPC UT C     - 7,431,470.69  1,440,865.45   sFT  1.00001791   -0 27 40.1
 LP0421;UTM  12      - 4,508,285.725   396,971.443   MT  0.99973065   -0 47 45.1
 LP0421
 LP0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0421!SPC UT C     -   0.99978927  x   1.00001791  =   0.99980718
 LP0421!UTM  12      -   0.99978927  x   0.99973065  =   0.99951998
 LP0421
 LP0421:                Primary Azimuth Mark                     Grid Az
 LP0421:SPC UT C     -  TAYLOR                                   315 25 09.1
 LP0421:UTM  12      -  TAYLOR                                   315 45 14.1
 LP0421
 LP0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL9697108285(NAD 83)
 LP0421
 LP0421|---------------------------------------------------------------------|
 LP0421| PID    Reference Object                     Distance      Geod. Az  |
 LP0421|                                                           dddmmss.s |
 LP0421| LP0422 TAYLOR                              APPROX. 0.9 KM 3145729.0 |
 LP0421|---------------------------------------------------------------------|
 LP0421
 LP0421                          SUPERSEDED SURVEY CONTROL
 LP0421
 LP0421  NAD 83(1993)-  40 43 08.59153(N)    112 13 11.53327(W) AD(       ) 2
 LP0421  NAD 83(1986)-  40 43 08.58535(N)    112 13 11.52620(W) AD(       ) 2
 LP0421  NAD 27      -  40 43 08.78402(N)    112 13 08.72245(W) AD(       ) 2
 LP0421  NGVD 29 (07/19/86) 1359.9    (m)         4462.     (f) VERT ANG       
 LP0421
 LP0421.Superseded values are not recommended for survey control.
 LP0421
 LP0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0421.See file dsdata.pdf to determine how the superseded data were derived.
 LP0421
 LP0421_MARKER: DD = SURVEY DISK
 LP0421_SETTING: 80 = SET IN A BOULDER
 LP0421_STAMPING: 1S3W 2010
 LP0421_MARK LOGO: UT-035
 LP0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0421+STABILITY: SURFACE MOTION
 LP0421
 LP0421  HISTORY     - Date     Condition        Report By
 LP0421  HISTORY     - 1974     MONUMENTED       UT-035
 LP0421
 LP0421                          STATION DESCRIPTION
 LP0421
 LP0421'DESCRIBED BY SALT LAKE COUNTY UTAH 1974 (RS)
 LP0421'THIS STATION IS ABOUT 11 MILES NORTHWEST OF KEARNS, 8.5 MILES
 LP0421'NORTHWEST OF BACCHUS AND 7 MILES WEST OF MAGNA.
 LP0421'
 LP0421'TO REACH FROM JUNCTION OF STATE HIGHWAY 202 AND STATE HIGHWAY 201
 LP0421'AND ALT 50 (2100 SOUTH), GO WEST ALONG STATE HIGHWAY 201 FOR 1.8
 LP0421'MILES TO A RAILROAD OVERPASS.  CONTINUE WEST ALONG STATE HIGHWAY
 LP0421'201 FOR 1.5 MILES TO A DIRT ROAD ON THE SOUTH SIDE OF THE HIGHWAY.
 LP0421'TURN LEFT ON DIRT ROAD TO A FORK, TAKE THE LEFT FORK THEN GO EAST
 LP0421'FOR 0.05 MILE TO A FORK IN ROAD, TAKE SOUTH FORK FOR 0.05 MILE
 LP0421'TO WESTERN PACIFIC RAILROAD TRACK, CONTINUE SOUTH ON DIRT
 LP0421'ROAD FOR 0.15 MILE TO A LARGE NO TRESSPASSING SIGN ON LEFT SIDE OF
 LP0421'ROAD.  THIS IS THE END OF TRUCK TRAVEL, GO EAST PAST THREE SMALL
 LP0421'RAVINES TO AN OUTCROPPING OF ROCKS ABOUT 300 FEET EAST OF DIRT
 LP0421'ROAD, THEN SOUTH ON TOP OF RIDGE FOR 150 FEET TO STATION.
 LP0421'
 LP0421'STATION IS A SALT LAKE COUNTY BRASS TRIANGLE CEMENTED IN A DRILL
 LP0421'HOLE IN A 1.5 BY 3 FOOT IGNEOUS ROCK 10 FEET WEST OF A SMALL WASH,
 LP0421'AND 45 FEET EAST OF A LARGE RAVINE AND WEST OF A TALUS.  IT IS
 LP0421'STAMPED 1S3W 2010.
 LP0421'
 LP0421'TO REACH 1S3W 2009 A (SL CO) FROM THE STATION GO DUE NORTH FOR 0.4
 LP0421'MILE TO STATION, IT IS 33 FEET SOUTH OF THE SOUTH TRACK OF THE
 LP0421'WESTERN PACIFIC RAILROAD TRACKS.  IT IS A STANDARD BRASS DISK
 LP0421'PLACED IN A SALT LAKE COUNTY PRECAST CYLINDRICAL CONCRETE MONUMENT
 LP0421'STAMPED 18 17 19 20 WC COR.  IT IS 6 INCHES ABOVE GROUND, AND CAN
 LP0421'BE USED AS AN AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0417 ***********************************************************************
 LP0417  DESIGNATION -  1S3W 2310
 LP0417  PID         -  LP0417
 LP0417  STATE/COUNTY-  UT/SALT LAKE
 LP0417  COUNTRY     -  US
 LP0417  USGS QUAD   -  FARNSWORTH PEAK (2017)
 LP0417
 LP0417                         *CURRENT SURVEY CONTROL
 LP0417  ______________________________________________________________________
 LP0417* NAD 83(1994) POSITION- 40 43 31.64343(N) 112 09 21.91471(W)   ADJUSTED
 LP0417* NAVD 88 ORTHO HEIGHT -  1337.1   (meters)     4387.    (feet) VERTCON3
 LP0417  ______________________________________________________________________
 LP0417  GEOID HEIGHT    -        -17.183 (meters)                     GEOID18
 LP0417  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 LP0417  HORZ ORDER      -  SECOND
 LP0417
 LP0417.The horizontal coordinates were established by classical geodetic methods
 LP0417.and adjusted by the National Geodetic Survey in November 1997.
 LP0417
 LP0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0417
 LP0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0417.GEOID18 height accuracy estimate available here.
 LP0417
 LP0417.Click photographs - Photos may exist for this station.
 LP0417
 LP0417.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0417
 LP0417. The following values were computed from the NAD 83(1994) position.
 LP0417
 LP0417;                    North         East     Units Scale Factor Converg.
 LP0417;SPC UT C     - 2,265,786.299   444,570.961   MT  1.00001965   -0 25 13.0
 LP0417;SPC UT C     - 7,433,667.22  1,458,563.23   sFT  1.00001965   -0 25 13.0
 LP0417;UTM  12      - 4,508,923.545   402,367.959   MT  0.99971732   -0 45 15.6
 LP0417
 LP0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0417!SPC UT C     -   0.99979300  x   1.00001965  =   0.99981265
 LP0417!UTM  12      -   0.99979300  x   0.99971732  =   0.99951038
 LP0417
 LP0417:                Primary Azimuth Mark                     Grid Az
 LP0417:SPC UT C     -  1S3W 0910                                314 10 54.0
 LP0417:UTM  12      -  1S3W 0910                                314 30 56.6
 LP0417
 LP0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0236708923(NAD 83)
 LP0417
 LP0417|---------------------------------------------------------------------|
 LP0417| PID    Reference Object                     Distance      Geod. Az  |
 LP0417|                                                           dddmmss.s |
 LP0417| CM4106 1S3W 2310 RM 1                        5.222 METERS 01639     |
 LP0417| LP0338 SALTAIR RADIO STA KSL TALL MST      APPROX. 7.8 KM 0391503.1 |
 LP0417| CM4107 1S3W 2310 RM 2                       14.291 METERS 16422     |
 LP0417| LP0418 1S3W 0910                           APPROX. 3.3 KM 3134541.0 |
 LP0417|---------------------------------------------------------------------|
 LP0417
 LP0417                          SUPERSEDED SURVEY CONTROL
 LP0417
 LP0417  NAD 83(1993)-  40 43 31.64027(N)    112 09 21.91328(W) AD(       ) 2
 LP0417  NAD 83(1986)-  40 43 31.63312(N)    112 09 21.90632(W) AD(       ) 2
 LP0417  NAD 27      -  40 43 31.83059(N)    112 09 19.10895(W) AD(       ) 2
 LP0417  NGVD 29 (07/19/86) 1336.1    (m)         4384.     (f) VERT ANG       
 LP0417
 LP0417.Superseded values are not recommended for survey control.
 LP0417
 LP0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0417.See file dsdata.pdf to determine how the superseded data were derived.
 LP0417
 LP0417_MARKER: R = RIVET
 LP0417_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LP0417+WITH SETTING: PAVEMENT
 LP0417_SP_SET: 7X7-FOOT SQUARE CONCRETE SLAB
 LP0417
 LP0417  HISTORY     - Date     Condition        Report By
 LP0417  HISTORY     - 1974     MONUMENTED       UT-035
 LP0417
 LP0417                          STATION DESCRIPTION
 LP0417
 LP0417'DESCRIBED BY SALT LAKE COUNTY UTAH 1974 (RS)
 LP0417'THIS STATION IS ABOUT 9.0 MILES WEST NORTHWEST OF KEARNS, 5.0 MILES
 LP0417'NORTHWEST OF BACCHUS, AND 2.5 MILES WEST OF MAGNA.
 LP0417'
 LP0417'TO REACH FROM 8400 WEST STREET (UTAH HIGHWAY 111) AND 2400 SOUTH
 LP0417'STREET (ALTERNATE U.S. HIGHWAY 40), GO WEST ON 2400 SOUTH STREET FOR
 LP0417'3.6 MILES TO A DIRT ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON THE
 LP0417'DIRT ROAD FOR 0.05 MILE TO A DIRT ROAD LEFT.  TURN LEFT AND GO
 LP0417'NORTHWEST ON DIRT ROAD FOR 0.06 MILE TO A FORK.  TURN RIGHT ON
 LP0417'RIGHT FORK AND GO NORTHWESTERLY FOR 0.05 MILE TO THE BASE OF A
 LP0417'LARGE OUTCROPPING OF ROCKS.  (50 FEET IN ELEVATION) CONTINUE
 LP0417'ON THE DIRT ROAD TO THE TOP OF OUTCROPPING OF ROCKS FOR 0.05 MILE
 LP0417'AND TO THE STATION.
 LP0417'
 LP0417'STATION IS A COPPER RIVET, 1 INCH IN DIAMETER, STAMPED 1S3W 2310,
 LP0417'WITH A CROSS IN THE FACE, AND SET IN A DRILL HOLE WHICH IS IN THE
 LP0417'NORTHEAST CORNER OF A 7X7 FOOT SQUARE CONCRETE SLAB.
 LP0417'
 LP0417'REFERENCE MARK 1 IS A COPPER RIVET, SET IN A DRILL HOLE IN A ROCK,
 LP0417'17.13 FEET NORTH OF THE STATION AND IS STAMPED RM 1.
 LP0417'
 LP0417'REFERENCE MARK 2 IS A COPPER RIVET, SET IN A DRILL HOLE IN A ROCK,
 LP0417'46.89 FEET SOUTHEAST OF THE STATION AND IS STAMPED RM 2.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0315 ***********************************************************************
 KM0315  DESIGNATION -  2 110 X
 KM0315  PID         -  KM0315
 KM0315  STATE/COUNTY-  UT/UINTAH
 KM0315  COUNTRY     -  US
 KM0315  USGS QUAD   -  WEAVER RIDGE (2017)
 KM0315
 KM0315                         *CURRENT SURVEY CONTROL
 KM0315  ______________________________________________________________________
 KM0315* NAD 83(1994) POSITION- 39 54 09.54573(N) 109 05 31.83143(W)   ADJUSTED
 KM0315* NAVD 88 ORTHO HEIGHT -  2037.0   (meters)     6683.    (feet) VERTCON3
 KM0315  ______________________________________________________________________
 KM0315  GEOID HEIGHT    -        -16.800 (meters)                     GEOID18
 KM0315  LAPLACE CORR    -          5.96  (seconds)                    DEFLEC18
 KM0315  HORZ ORDER      -  THIRD
 KM0315
 KM0315.The horizontal coordinates were established by classical geodetic methods
 KM0315.and adjusted by the National Geodetic Survey in November 1997.
 KM0315
 KM0315.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0315
 KM0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0315.GEOID18 height accuracy estimate available here.
 KM0315
 KM0315.Click photographs - Photos may exist for this station.
 KM0315
 KM0315.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0315
 KM0315. The following values were computed from the NAD 83(1994) position.
 KM0315
 KM0315;                    North         East     Units Scale Factor Converg.
 KM0315;SPC UT C     - 2,176,994.493   705,859.558   MT  0.99989952   +1 32 32.6
 KM0315;SPC UT C     - 7,142,356.10  2,315,807.57   sFT  0.99989952   +1 32 32.6
 KM0315;UTM  12      - 4,418,694.723   663,087.757   MT  0.99992745   +1 13 26.8
 KM0315
 KM0315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0315!SPC UT C     -   0.99968316  x   0.99989952  =   0.99958272
 KM0315!UTM  12      -   0.99968316  x   0.99992745  =   0.99961064
 KM0315
 KM0315:                Primary Azimuth Mark                     Grid Az
 KM0315:SPC UT C     -  ET 12 JEK                                234 51 02.1
 KM0315:UTM  12      -  ET 12 JEK                                235 10 07.9
 KM0315
 KM0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK6308718694(NAD 83)
 KM0315
 KM0315|---------------------------------------------------------------------|
 KM0315| PID    Reference Object                     Distance      Geod. Az  |
 KM0315|                                                           dddmmss.s |
 KM0315| KM0321 ET 12 JEK                           APPROX. 4.7 KM 2362334.7 |
 KM0315|---------------------------------------------------------------------|
 KM0315
 KM0315                          SUPERSEDED SURVEY CONTROL
 KM0315
 KM0315  NAD 83(1993)-  39 54 09.52440(N)    109 05 31.81797(W) AD(       ) 3
 KM0315  NAD 83(1992)-  39 54 09.52420(N)    109 05 31.81862(W) AD(       ) 3
 KM0315  NAD 83(1986)-  39 54 09.51860(N)    109 05 31.81681(W) AD(       ) 3
 KM0315  NAD 27      -  39 54 09.62965(N)    109 05 29.42376(W) AD(       ) 3
 KM0315  NGVD 29 (07/19/86) 2035.8    (m)         6679.     (f) VERT ANG       
 KM0315
 KM0315.Superseded values are not recommended for survey control.
 KM0315
 KM0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0315.See file dsdata.pdf to determine how the superseded data were derived.
 KM0315
 KM0315_MARKER: W = UNMONUMENTED
 KM0315_SETTING: 0 = UNSPECIFIED SETTING
 KM0315
 KM0315  HISTORY     - Date     Condition        Report By
 KM0315  HISTORY     - 1966     MONUMENTED       USGS
 KM0315
 KM0315                          STATION DESCRIPTION
 KM0315
 KM0315'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0315'TEMPORARY POINT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0535 ***********************************************************************
 JM0535  DESIGNATION -  2 121A
 JM0535  PID         -  JM0535
 JM0535  STATE/COUNTY-  UT/SAN JUAN
 JM0535  COUNTRY     -  US
 JM0535  USGS QUAD   -  THE LOOP (2017)
 JM0535
 JM0535                         *CURRENT SURVEY CONTROL
 JM0535  ______________________________________________________________________
 JM0535* NAD 83(1994) POSITION- 38 14 33.10840(N) 109 45 40.26960(W)   ADJUSTED
 JM0535* NAVD 88 ORTHO HEIGHT -  1440.8   (meters)     4727.    (feet) VERTCON3
 JM0535  ______________________________________________________________________
 JM0535  GEOID HEIGHT    -        -19.897 (meters)                     GEOID18
 JM0535  LAPLACE CORR    -          2.64  (seconds)                    DEFLEC18
 JM0535  HORZ ORDER      -  THIRD
 JM0535
 JM0535.The horizontal coordinates were established by classical geodetic methods
 JM0535.and adjusted by the National Geodetic Survey in November 1997.
 JM0535
 JM0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0535
 JM0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0535.GEOID18 height accuracy estimate available here.
 JM0535
 JM0535.Click photographs - Photos may exist for this station.
 JM0535
 JM0535.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0535
 JM0535. The following values were computed from the NAD 83(1994) position.
 JM0535
 JM0535;                    North         East     Units Scale Factor Converg.
 JM0535;SPC UT S     - 3,176,314.032   652,208.644   MT  0.99998324   +1 03 55.3
 JM0535;SPC UT S     -10,420,956.95  2,139,787.86   sFT  0.99998324   +1 03 55.3
 JM0535;UTM  12      - 4,233,450.293   608,407.377   MT  0.99974473   +0 46 00.8
 JM0535
 JM0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0535!SPC UT S     -   0.99977709  x   0.99998324  =   0.99976034
 JM0535!UTM  12      -   0.99977709  x   0.99974473  =   0.99952188
 JM0535
 JM0535:                Primary Azimuth Mark                     Grid Az
 JM0535:SPC UT S     -  LOCKHART                                 070 36 33.8
 JM0535:UTM  12      -  LOCKHART                                 070 54 28.3
 JM0535
 JM0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH0840733450(NAD 83)
 JM0535
 JM0535|---------------------------------------------------------------------|
 JM0535| PID    Reference Object                     Distance      Geod. Az  |
 JM0535|                                                           dddmmss.s |
 JM0535| JM0520 LOCKHART                            APPROX. 5.9 KM 0714029.1 |
 JM0535|---------------------------------------------------------------------|
 JM0535
 JM0535                          SUPERSEDED SURVEY CONTROL
 JM0535
 JM0535  NAD 83(1986)-  38 14 33.09874(N)    109 45 40.27093(W) AD(       ) 3
 JM0535  NAD 27      -  38 14 33.14344(N)    109 45 37.82739(W) AD(       ) 3
 JM0535  NGVD 29 (07/19/86) 1439.9    (m)         4724.     (f) VERT ANG       
 JM0535
 JM0535.Superseded values are not recommended for survey control.
 JM0535
 JM0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0535.See file dsdata.pdf to determine how the superseded data were derived.
 JM0535
 JM0535_MARKER: DD = SURVEY DISK
 JM0535_SETTING: 66 = SET IN ROCK OUTCROP
 JM0535_STAMPING: 2 121A
 JM0535_MARK LOGO: USGS
 JM0535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0535+STABILITY: POSITION/ELEVATION WELL
 JM0535
 JM0535  HISTORY     - Date     Condition        Report By
 JM0535  HISTORY     - 1951     MONUMENTED       USGS
 JM0535
 JM0535                          STATION DESCRIPTION
 JM0535
 JM0535'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JM0535'LOCATED ABOUT 24 MI. SSW. OF MOAB, 6 MI. NE. OF JUNCTION OF THE
 JM0535'COLORADO AND GREEN RIVERS AND 2 MI. E. OF THE COLORADO RIVER ON SMALL
 JM0535'LOW RIDGE.
 JM0535'
 JM0535'STATION REACHED BY HELICOPTER AND NO RDS. WERE SEEN IN VICINITY.
 JM0535'
 JM0535'STATION MARK - STANDARD TABLET STAMPED ---2 121A--- CEMENTED IN SOLID
 JM0535'ROCK OUTCROP.
 JM0535'
 JM0535'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0543 ***********************************************************************
 JM0543  DESIGNATION -  2 126C
 JM0543  PID         -  JM0543
 JM0543  STATE/COUNTY-  UT/SAN JUAN
 JM0543  COUNTRY     -  US
 JM0543  USGS QUAD   -  MUSSELMAN ARCH (2017)
 JM0543
 JM0543                         *CURRENT SURVEY CONTROL
 JM0543  ______________________________________________________________________
 JM0543* NAD 83(1994) POSITION- 38 24 49.73050(N) 109 46 54.66746(W)   ADJUSTED
 JM0543* NAVD 88 ORTHO HEIGHT -  1808.8   (meters)     5934.    (feet) VERTCON3
 JM0543  ______________________________________________________________________
 JM0543  GEOID HEIGHT    -        -20.254 (meters)                     GEOID18
 JM0543  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 JM0543  HORZ ORDER      -  THIRD
 JM0543
 JM0543.The horizontal coordinates were established by classical geodetic methods
 JM0543.and adjusted by the National Geodetic Survey in November 1997.
 JM0543
 JM0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0543
 JM0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0543.GEOID18 height accuracy estimate available here.
 JM0543
 JM0543.Click photographs - Photos may exist for this station.
 JM0543
 JM0543.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0543
 JM0543. The following values were computed from the NAD 83(1994) position.
 JM0543
 JM0543;                    North         East     Units Scale Factor Converg.
 JM0543;SPC UT S     - 3,195,290.299   650,050.523   MT  1.00001162   +1 03 09.7
 JM0543;SPC UT S     -10,483,214.92  2,132,707.42   sFT  1.00001162   +1 03 09.7
 JM0543;UTM  12      - 4,252,432.660   606,348.205   MT  0.99973928   +0 45 25.0
 JM0543
 JM0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0543!SPC UT S     -   0.99971945  x   1.00001162  =   0.99973107
 JM0543!UTM  12      -   0.99971945  x   0.99973928  =   0.99945880
 JM0543
 JM0543:                Primary Azimuth Mark                     Grid Az
 JM0543:SPC UT S     -  HATCH                                    096 43 34.7
 JM0543:UTM  12      -  HATCH                                    097 01 19.4
 JM0543
 JM0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH0634852432(NAD 83)
 JM0543
 JM0543|---------------------------------------------------------------------|
 JM0543| PID    Reference Object                     Distance      Geod. Az  |
 JM0543|                                                           dddmmss.s |
 JM0543| JM0523 HATCH                               APPROX. 6.6 KM 0974644.4 |
 JM0543|---------------------------------------------------------------------|
 JM0543
 JM0543                          SUPERSEDED SURVEY CONTROL
 JM0543
 JM0543  NAD 83(1986)-  38 24 49.71945(N)    109 46 54.66763(W) AD(       ) 3
 JM0543  NAD 27      -  38 24 49.76748(N)    109 46 52.23273(W) AD(       ) 3
 JM0543  NGVD 29 (07/19/86) 1807.8    (m)         5931.     (f) VERT ANG       
 JM0543
 JM0543.Superseded values are not recommended for survey control.
 JM0543
 JM0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0543.See file dsdata.pdf to determine how the superseded data were derived.
 JM0543
 JM0543_MARKER: DD = SURVEY DISK
 JM0543_SETTING: 66 = SET IN ROCK OUTCROP
 JM0543_STAMPING: 2 126 C
 JM0543_MARK LOGO: USGS
 JM0543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0543+STABILITY: POSITION/ELEVATION WELL
 JM0543
 JM0543  HISTORY     - Date     Condition        Report By
 JM0543  HISTORY     - 1951     MONUMENTED       USGS
 JM0543
 JM0543                          STATION DESCRIPTION
 JM0543
 JM0543'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JM0543'LOCATED ABOUT 17 MI. SW. OF MOAB, 3 MI. SE. OF THE NECK SCENIC VIEW,
 JM0543'AND 2 MI. W. OF THE COLORADO RIVER, ON A HIGH BUTTE.
 JM0543'
 JM0543'STATION REACHED BY HELICOPTER, NEAREST RD. IN ON GRAYS PASTURE JUST S.
 JM0543'OF THE NECK THIS RD. PASSES ABOUT 2 MI. W. OF STATION BUT IS DOUBTFUL
 JM0543'AS TO WETHER OR NOT THE STATION CAN BE REACHED WITHOUT A HELICOPTER.
 JM0543'
 JM0543'STATION MARK - STANDARD TABLET ---2 126 C--- CEMENTED IN SOLID ROCK
 JM0543'OUTCROP.
 JM0543'
 JM0543'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0546 ***********************************************************************
 JM0546  DESIGNATION -  2 142B
 JM0546  PID         -  JM0546
 JM0546  STATE/COUNTY-  UT/SAN JUAN
 JM0546  COUNTRY     -  US
 JM0546  USGS QUAD   -  TURKS HEAD (2017)
 JM0546
 JM0546                         *CURRENT SURVEY CONTROL
 JM0546  ______________________________________________________________________
 JM0546* NAD 83(1994) POSITION- 38 15 14.55045(N) 109 52 42.34498(W)   ADJUSTED
 JM0546* NAVD 88 ORTHO HEIGHT -  1596.    (meters)     5236.    (feet) VERTCON3
 JM0546  ______________________________________________________________________
 JM0546  GEOID HEIGHT    -        -20.092 (meters)                     GEOID18
 JM0546  LAPLACE CORR    -          4.57  (seconds)                    DEFLEC18
 JM0546  HORZ ORDER      -  THIRD
 JM0546
 JM0546.The horizontal coordinates were established by classical geodetic methods
 JM0546.and adjusted by the National Geodetic Survey in November 1997.
 JM0546
 JM0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0546
 JM0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0546.GEOID18 height accuracy estimate available here.
 JM0546
 JM0546.Click photographs - Photos may exist for this station.
 JM0546
 JM0546.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0546
 JM0546. The following values were computed from the NAD 83(1994) position.
 JM0546
 JM0546;                    North         East     Units Scale Factor Converg.
 JM0546;SPC UT S     - 3,177,407.234   641,924.568   MT  0.99998487   +0 59 36.7
 JM0546;SPC UT S     -10,424,543.57  2,106,047.52   sFT  0.99998487   +0 59 36.7
 JM0546;UTM  12      - 4,234,596.812   598,131.738   MT  0.99971860   +0 41 40.1
 JM0546
 JM0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0546!SPC UT S     -   0.99975280  x   0.99998487  =   0.99973767
 JM0546!UTM  12      -   0.99975280  x   0.99971860  =   0.99947147
 JM0546
 JM0546:                Primary Azimuth Mark                     Grid Az
 JM0546:SPC UT S     -  JUNCTION                                 006 31 46.9
 JM0546:UTM  12      -  JUNCTION                                 006 49 43.5
 JM0546
 JM0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH9813134596(NAD 83)
 JM0546
 JM0546|---------------------------------------------------------------------|
 JM0546| PID    Reference Object                     Distance      Geod. Az  |
 JM0546|                                                           dddmmss.s |
 JM0546| JM0544 JUNCTION                            APPROX. 3.6 KM 0073123.6 |
 JM0546|---------------------------------------------------------------------|
 JM0546
 JM0546                          SUPERSEDED SURVEY CONTROL
 JM0546
 JM0546  NAD 83(1986)-  38 15 14.54082(N)    109 52 42.34519(W) AD(       ) 3
 JM0546  NAD 27      -  38 15 14.59888(N)    109 52 39.90039(W) AD(       ) 3
 JM0546  NGVD 29 (07/19/86) 1595.     (m)         5233.     (f) VERT ANG       
 JM0546
 JM0546.Superseded values are not recommended for survey control.
 JM0546
 JM0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0546.See file dsdata.pdf to determine how the superseded data were derived.
 JM0546
 JM0546_MARKER: DD = SURVEY DISK
 JM0546_SETTING: 66 = SET IN ROCK OUTCROP
 JM0546_STAMPING: PP 2 142 B 1951
 JM0546_MARK LOGO: USGS
 JM0546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0546+STABILITY: POSITION/ELEVATION WELL
 JM0546
 JM0546  HISTORY     - Date     Condition        Report By
 JM0546  HISTORY     - 1951     MONUMENTED       USGS
 JM0546
 JM0546                          STATION DESCRIPTION
 JM0546
 JM0546'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JM0546'LOCATED ABOUT 27 MI. SW. OF MOAB, 6 MI. N. OF THE JUNCTION OF THE
 JM0546'COLORADO AND GREEN RIVERS AND 2 MI. S. OF THE JUNCTION BUTTE, ON THE
 JM0546'E. EDGE OF A BOOT SHAPED PLATEAU.
 JM0546'
 JM0546'REVISED DESCRIPTION, LOCATED ON THE HIGHEST POINT ON A SMALL MESA
 JM0546'CONNECTED TO GROUND AT SAME LEVEL TO THE NE. BY A LONG NARROW ROCK
 JM0546'WALL FORMING THE HEAD OF TWO CANYONS EXTENDING IN OPPOSITE DIRECTIONS.
 JM0546'STATION IS ABOUT 200 YARDS N. OF S. END OF MESA, ABOUT 40 FT. NW.
 JM0546'OF SE. SIDE OF MESA, AT THE HEAD OF SMALL DRAW, 10 FT. NNW. OF A 3 FT.
 JM0546'HIGH JUNIPER SHRUB.
 JM0546'
 JM0546'STATION MARK - STANDARD TABLET STAMPED ---PP 2 142 B 1951---
 JM0546'CEMENTED IN SOLID ROCK OUTCROP.
 JM0546'
 JM0546'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0581 ***********************************************************************
 JM0581  DESIGNATION -  2 153C
 JM0581  PID         -  JM0581
 JM0581  STATE/COUNTY-  UT/GRAND
 JM0581  COUNTRY     -  US
 JM0581  USGS QUAD   -  MINERAL CANYON (2017)
 JM0581
 JM0581                         *CURRENT SURVEY CONTROL
 JM0581  ______________________________________________________________________
 JM0581* NAD 83(1994) POSITION- 38 35 38.20448(N) 109 53 00.58009(W)   ADJUSTED
 JM0581* NAVD 88 ORTHO HEIGHT -  1781.8   (meters)     5846.    (feet) VERTCON3
 JM0581  ______________________________________________________________________
 JM0581  GEOID HEIGHT    -        -20.666 (meters)                     GEOID18
 JM0581  LAPLACE CORR    -          0.76  (seconds)                    DEFLEC18
 JM0581  HORZ ORDER      -  THIRD
 JM0581
 JM0581.The horizontal coordinates were established by classical geodetic methods
 JM0581.and adjusted by the National Geodetic Survey in November 1997.
 JM0581
 JM0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0581
 JM0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0581.GEOID18 height accuracy estimate available here.
 JM0581
 JM0581.Click photographs - Photos may exist for this station.
 JM0581
 JM0581.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0581
 JM0581. The following values were computed from the NAD 83(1994) position.
 JM0581
 JM0581;                    North         East     Units Scale Factor Converg.
 JM0581;SPC UT C     - 2,030,207.364   640,839.693   MT  1.00013108   +1 02 07.8
 JM0581;SPC UT C     - 6,660,771.99  2,102,488.23   sFT  1.00013108   +1 02 07.8
 JM0581;UTM  12      - 4,272,308.874   597,231.701   MT  0.99971642   +0 41 47.5
 JM0581
 JM0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0581!SPC UT C     -   0.99972375  x   1.00013108  =   0.99985479
 JM0581!UTM  12      -   0.99972375  x   0.99971642  =   0.99944025
 JM0581
 JM0581:                Primary Azimuth Mark                     Grid Az
 JM0581:SPC UT C     -  WHITE                                    318 53 47.0
 JM0581:UTM  12      -  WHITE                                    319 14 07.3
 JM0581
 JM0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH9723172308(NAD 83)
 JM0581
 JM0581|---------------------------------------------------------------------|
 JM0581| PID    Reference Object                     Distance      Geod. Az  |
 JM0581|                                                           dddmmss.s |
 JM0581| JM0585 WHITE                               APPROX. 7.1 KM 3195554.8 |
 JM0581|---------------------------------------------------------------------|
 JM0581
 JM0581                          SUPERSEDED SURVEY CONTROL
 JM0581
 JM0581  NAD 83(1986)-  38 35 38.19235(N)    109 53 00.57874(W) AD(       ) 3
 JM0581  NAD 27      -  38 35 38.26516(N)    109 52 58.13541(W) AD(       ) 3
 JM0581  NGVD 29 (07/19/86) 1780.7    (m)         5842.     (f) VERT ANG       
 JM0581
 JM0581.Superseded values are not recommended for survey control.
 JM0581
 JM0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0581.See file dsdata.pdf to determine how the superseded data were derived.
 JM0581
 JM0581_MARKER: DD = SURVEY DISK
 JM0581_SETTING: 66 = SET IN ROCK OUTCROP
 JM0581_STAMPING: 2 153 C 1951
 JM0581_MARK LOGO: USGS
 JM0581_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0581+STABILITY: POSITION/ELEVATION WELL
 JM0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0581+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2009
 JM0581
 JM0581  HISTORY     - Date     Condition        Report By
 JM0581  HISTORY     - 1951     MONUMENTED       USGS
 JM0581  HISTORY     - 20091128 GOOD             GEOCAC
 JM0581
 JM0581                          STATION DESCRIPTION
 JM0581
 JM0581'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JM0581'LOCATED ABOUT 28 MI. N. OF THE JUNCTION OF THE GREEN AND COLORADO
 JM0581'RIVERS, 6 MI., E. OF THE BOW KNOT IN THE GREEN RIVER, ON THE NE. END
 JM0581'OF THE NE. STRIKING RIDGE.
 JM0581'
 JM0581'REACHED BY HELICOPTER.
 JM0581'
 JM0581'STATION MARK - STANDARD TABLET STAMPED ---2 153 C 1951--- CEMENTED IN
 JM0581'ROCK OUTCROP.
 JM0581'
 JM0581'REFERENCE MARK - NONE.
 JM0581
 JM0581                          STATION RECOVERY (2009)
 JM0581
 JM0581'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0581'ABOUT 30 FEET EAST OF A 2WD ACCESS ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0576 ***********************************************************************
 JM0576  DESIGNATION -  2 155C
 JM0576  PID         -  JM0576
 JM0576  STATE/COUNTY-  UT/GRAND
 JM0576  COUNTRY     -  US
 JM0576  USGS QUAD   -  JUG ROCK (2017)
 JM0576
 JM0576                         *CURRENT SURVEY CONTROL
 JM0576  ______________________________________________________________________
 JM0576* NAD 83(1994) POSITION- 38 40 50.34653(N) 109 49 49.83748(W)   ADJUSTED
 JM0576* NAVD 88 ORTHO HEIGHT -  1742.9   (meters)     5718.    (feet) VERTCON3
 JM0576  ______________________________________________________________________
 JM0576  GEOID HEIGHT    -        -20.739 (meters)                     GEOID18
 JM0576  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 JM0576  HORZ ORDER      -  THIRD
 JM0576
 JM0576.The horizontal coordinates were established by classical geodetic methods
 JM0576.and adjusted by the National Geodetic Survey in November 1997.
 JM0576
 JM0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0576
 JM0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0576.GEOID18 height accuracy estimate available here.
 JM0576
 JM0576.Click photographs - Photos may exist for this station.
 JM0576
 JM0576.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0576
 JM0576. The following values were computed from the NAD 83(1994) position.
 JM0576
 JM0576;                    North         East     Units Scale Factor Converg.
 JM0576;SPC UT C     - 2,039,916.717   645,275.790   MT  1.00009984   +1 04 10.0
 JM0576;SPC UT C     - 6,692,626.76  2,117,042.32   sFT  1.00009984   +1 04 10.0
 JM0576;UTM  12      - 4,281,988.022   601,723.354   MT  0.99972742   +0 43 51.5
 JM0576
 JM0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0576!SPC UT C     -   0.99972987  x   1.00009984  =   0.99982968
 JM0576!UTM  12      -   0.99972987  x   0.99972742  =   0.99945736
 JM0576
 JM0576:                Primary Azimuth Mark                     Grid Az
 JM0576:SPC UT C     -  7 MILE                                   142 29 45.3
 JM0576:UTM  12      -  7 MILE                                   142 50 03.8
 JM0576
 JM0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH0172381988(NAD 83)
 JM0576
 JM0576|---------------------------------------------------------------------|
 JM0576| PID    Reference Object                     Distance      Geod. Az  |
 JM0576|                                                           dddmmss.s |
 JM0576| JM0575 7 MILE                              APPROX. 4.7 KM 1433355.3 |
 JM0576|---------------------------------------------------------------------|
 JM0576
 JM0576                          SUPERSEDED SURVEY CONTROL
 JM0576
 JM0576  NAD 83(1986)-  38 40 50.33415(N)    109 49 49.83569(W) AD(       ) 3
 JM0576  NAD 27      -  38 40 50.41248(N)    109 49 47.39426(W) AD(       ) 3
 JM0576  NGVD 29 (07/19/86) 1741.8    (m)         5715.     (f) VERT ANG       
 JM0576
 JM0576.Superseded values are not recommended for survey control.
 JM0576
 JM0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0576.See file dsdata.pdf to determine how the superseded data were derived.
 JM0576
 JM0576_MARKER: DD = SURVEY DISK
 JM0576_SETTING: 66 = SET IN ROCK OUTCROP
 JM0576_STAMPING: 2 155 C 1951
 JM0576_MARK LOGO: USGS
 JM0576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0576+STABILITY: POSITION/ELEVATION WELL
 JM0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0576+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2011
 JM0576
 JM0576  HISTORY     - Date     Condition        Report By
 JM0576  HISTORY     - 1951     MONUMENTED       USGS
 JM0576  HISTORY     - 20111110 GOOD             GEOCAC
 JM0576
 JM0576                          STATION DESCRIPTION
 JM0576
 JM0576'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JM0576'LOCATED ABOUT 18 MI. NW. OF MOAB AND 2.5 MI. SSE. OF DUBINKY WELL, ON
 JM0576'THE S. END OF A NARROW MESA WHICH RISES ABOUT 700 FT. ABOVE VALLEY TO
 JM0576'W. STATION IS ON HIGHEST POINT OF SANDSTONE TOP.
 JM0576'
 JM0576'REACHED BY HELICOPTER - THE DEAD HORSE POINT RD. PASSES ABOUT 1.5 MI.
 JM0576'W. OF STATION AT POINT 2.5 MI. S. OF DUBINKY WELL.
 JM0576'
 JM0576'STATION MARK - STANDARD TABLET CEMENTED IN DRILL HOLE.
 JM0576'
 JM0576'REFERENCE MARKS - NONE.
 JM0576
 JM0576                          STATION RECOVERY (2011)
 JM0576
 JM0576'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 JM0576'A SMALL CAIRN ABOUT TWO FT SOUTH CONTAINS A PEAK REGISTER.  EASY
 JM0576'APPROACH FROM AN ATV TRAIL ABOUT 1/4 MI TO THE NORTHWEST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0582 ***********************************************************************
 JM0582  DESIGNATION -  2 168A
 JM0582  PID         -  JM0582
 JM0582  STATE/COUNTY-  UT/GRAND
 JM0582  COUNTRY     -  US
 JM0582  USGS QUAD   -  MINERAL CANYON (2017)
 JM0582
 JM0582                         *CURRENT SURVEY CONTROL
 JM0582  ______________________________________________________________________
 JM0582* NAD 83(1994) POSITION- 38 34 50.14279(N) 109 55 51.15951(W)   ADJUSTED
 JM0582* NAVD 88 ORTHO HEIGHT -  1708.2   (meters)     5604.    (feet) VERTCON3
 JM0582  ______________________________________________________________________
 JM0582  GEOID HEIGHT    -        -20.666 (meters)                     GEOID18
 JM0582  LAPLACE CORR    -          3.21  (seconds)                    DEFLEC18
 JM0582  HORZ ORDER      -  THIRD
 JM0582
 JM0582.The horizontal coordinates were established by classical geodetic methods
 JM0582.and adjusted by the National Geodetic Survey in November 1997.
 JM0582
 JM0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0582
 JM0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0582.GEOID18 height accuracy estimate available here.
 JM0582
 JM0582.Click photographs - Photos may exist for this station.
 JM0582
 JM0582.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0582
 JM0582. The following values were computed from the NAD 83(1994) position.
 JM0582
 JM0582;                    North         East     Units Scale Factor Converg.
 JM0582;SPC UT C     - 2,028,651.874   636,737.817   MT  1.00013609   +1 00 18.5
 JM0582;SPC UT C     - 6,655,668.69  2,089,030.65   sFT  1.00013609   +1 00 18.5
 JM0582;UTM  12      - 4,270,778.303   593,122.436   MT  0.99970679   +0 40 00.4
 JM0582
 JM0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0582!SPC UT C     -   0.99973530  x   1.00013609  =   0.99987135
 JM0582!UTM  12      -   0.99973530  x   0.99970679  =   0.99944216
 JM0582
 JM0582:                Primary Azimuth Mark                     Grid Az
 JM0582:SPC UT C     -  WHITE                                    355 14 12.1
 JM0582:UTM  12      -  WHITE                                    355 34 30.2
 JM0582
 JM0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH9312270778(NAD 83)
 JM0582
 JM0582|---------------------------------------------------------------------|
 JM0582| PID    Reference Object                     Distance      Geod. Az  |
 JM0582|                                                           dddmmss.s |
 JM0582| JM0585 WHITE                               APPROX. 6.9 KM 3561430.6 |
 JM0582|---------------------------------------------------------------------|
 JM0582
 JM0582                          SUPERSEDED SURVEY CONTROL
 JM0582
 JM0582  NAD 83(1986)-  38 34 50.13069(N)    109 55 51.15766(W) AD(       ) 3
 JM0582  NAD 27      -  38 34 50.20119(N)    109 55 48.70767(W) AD(       ) 3
 JM0582  NGVD 29 (07/19/86) 1707.1    (m)         5601.     (f) VERT ANG       
 JM0582
 JM0582.Superseded values are not recommended for survey control.
 JM0582
 JM0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0582.See file dsdata.pdf to determine how the superseded data were derived.
 JM0582
 JM0582_MARKER: P = PIPE CAP
 JM0582_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0582_STAMPING: S 168 A 1951
 JM0582_MARK LOGO: USGS
 JM0582_MAGNETIC: P = MARKER IS A STEEL PIPE
 JM0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0582+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2009
 JM0582
 JM0582  HISTORY     - Date     Condition        Report By
 JM0582  HISTORY     - 1951     MONUMENTED       USGS
 JM0582  HISTORY     - 20091128 GOOD             GEOCAC
 JM0582
 JM0582                          STATION DESCRIPTION
 JM0582
 JM0582'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JM0582'STANDARD TABLET STAMPED ---2 168 A 1951---.
 JM0582'
 JM0582'REFERENCE MARKS - NONE.
 JM0582
 JM0582                          STATION RECOVERY (2009)
 JM0582
 JM0582'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0582'STATION IS A CAP BOLTED TO THE TOP OF A PIPE IN A ROCK CAIRN.  RM 1
 JM0582'AND RM 2 ALSO FOUND.  AN ERECT SIGHT POLE IS IN PLACE. ATV ACCESS
 JM0582'TRAIL FROM THE NE.  TWENTY MINUTE PACK FROM A 2WD ROAD ACCESS POINT
 JM0582'0.30 MI TO THE SE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0555 ***********************************************************************
 JM0555  DESIGNATION -  2 189C
 JM0555  PID         -  JM0555
 JM0555  STATE/COUNTY-  UT/SAN JUAN
 JM0555  COUNTRY     -  US
 JM0555  USGS QUAD   -  UPHEAVAL DOME (2017)
 JM0555
 JM0555                         *CURRENT SURVEY CONTROL
 JM0555  ______________________________________________________________________
 JM0555* NAD 83(1994) POSITION- 38 24 21.10959(N) 109 58 59.45584(W)   ADJUSTED
 JM0555* NAVD 88 ORTHO HEIGHT -  1669.1   (meters)     5476.    (feet) VERTCON3
 JM0555  ______________________________________________________________________
 JM0555  GEOID HEIGHT    -        -20.296 (meters)                     GEOID18
 JM0555  LAPLACE CORR    -          3.10  (seconds)                    DEFLEC18
 JM0555  HORZ ORDER      -  THIRD
 JM0555
 JM0555.The horizontal coordinates were established by classical geodetic methods
 JM0555.and adjusted by the National Geodetic Survey in November 1997.
 JM0555
 JM0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0555
 JM0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0555.GEOID18 height accuracy estimate available here.
 JM0555
 JM0555.Click photographs - Photos may exist for this station.
 JM0555
 JM0555.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0555
 JM0555. The following values were computed from the NAD 83(1994) position.
 JM0555
 JM0555;                    North         East     Units Scale Factor Converg.
 JM0555;SPC UT S     - 3,194,103.775   632,483.777   MT  1.00001011   +0 55 45.6
 JM0555;SPC UT S     -10,479,322.14  2,075,073.86   sFT  1.00001011   +0 55 45.6
 JM0555;UTM  12      - 4,251,337.433   588,780.704   MT  0.99969707   +0 37 54.2
 JM0555
 JM0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0555!SPC UT S     -   0.99974136  x   1.00001011  =   0.99975146
 JM0555!UTM  12      -   0.99974136  x   0.99969707  =   0.99943850
 JM0555
 JM0555:                Primary Azimuth Mark                     Grid Az
 JM0555:SPC UT S     -  UPHEAVAL                                 064 33 31.4
 JM0555:UTM  12      -  UPHEAVAL                                 064 51 22.8
 JM0555
 JM0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH8878051337(NAD 83)
 JM0555
 JM0555|---------------------------------------------------------------------|
 JM0555| PID    Reference Object                     Distance      Geod. Az  |
 JM0555|                                                           dddmmss.s |
 JM0555| JM0554 UPHEAVAL                            APPROX. 5.1 KM 0652917.0 |
 JM0555|---------------------------------------------------------------------|
 JM0555
 JM0555                          SUPERSEDED SURVEY CONTROL
 JM0555
 JM0555  NAD 83(1986)-  38 24 21.09922(N)    109 58 59.45462(W) AD(       ) 3
 JM0555  NAD 27      -  38 24 21.15994(N)    109 58 57.00250(W) AD(       ) 3
 JM0555  NGVD 29 (07/19/86) 1668.2    (m)         5473.     (f) VERT ANG       
 JM0555
 JM0555.Superseded values are not recommended for survey control.
 JM0555
 JM0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0555.See file dsdata.pdf to determine how the superseded data were derived.
 JM0555
 JM0555_MARKER: DD = SURVEY DISK
 JM0555_SETTING: 66 = SET IN ROCK OUTCROP
 JM0555_STAMPING: 2 189 C 1951
 JM0555_MARK LOGO: USGS
 JM0555_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0555+STABILITY: POSITION/ELEVATION WELL
 JM0555
 JM0555  HISTORY     - Date     Condition        Report By
 JM0555  HISTORY     - 1951     MONUMENTED       USGS
 JM0555
 JM0555                          STATION DESCRIPTION
 JM0555
 JM0555'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JM0555'LOCATED ABOUT 26 MI. WSW. OF MOAB, 3 MI. SW. OF UPHEAVAL DOME AND 1
 JM0555'MI. E. OF THE GREEN RIVER ON A HIGH ISOLATED  BUTTE.
 JM0555'
 JM0555'STATION CAN BE REACHED BY HELICOPTER ONLY.
 JM0555'
 JM0555'STATION MARK - STANDARD TABLET STAMPED ---2 189 C 1951---  CEMENTED IN
 JM0555'SOLID ROCK OUTCROP.
 JM0555'
 JM0555'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0426 ***********************************************************************
 JN0426  DESIGNATION -  2 33A
 JN0426  PID         -  JN0426
 JN0426  STATE/COUNTY-  UT/EMERY
 JN0426  COUNTRY     -  US
 JN0426  USGS QUAD   -  HORSE BENCH WEST (2017)
 JN0426
 JN0426                         *CURRENT SURVEY CONTROL
 JN0426  ______________________________________________________________________
 JN0426* NAD 83(1994) POSITION- 38 52 08.76095(N) 110 16 21.88336(W)   ADJUSTED
 JN0426* NAVD 88 ORTHO HEIGHT -  1383.4   (meters)     4539.    (feet) VERTCON3
 JN0426  ______________________________________________________________________
 JN0426  GEOID HEIGHT    -        -20.112 (meters)                     GEOID18
 JN0426  LAPLACE CORR    -         -5.96  (seconds)                    DEFLEC18
 JN0426  HORZ ORDER      -  THIRD
 JN0426
 JN0426.The horizontal coordinates were established by classical geodetic methods
 JN0426.and adjusted by the National Geodetic Survey in November 1997.
 JN0426
 JN0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0426
 JN0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0426.GEOID18 height accuracy estimate available here.
 JN0426
 JN0426.Click photographs - Photos may exist for this station.
 JN0426
 JN0426.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0426
 JN0426. The following values were computed from the NAD 83(1994) position.
 JN0426
 JN0426;                    North         East     Units Scale Factor Converg.
 JN0426;SPC UT C     - 2,060,212.917   606,509.148   MT  1.00003969   +0 47 10.2
 JN0426;SPC UT C     - 6,759,215.21  1,989,855.43   sFT  1.00003969   +0 47 10.2
 JN0426;UTM  12      - 4,302,501.940   563,090.485   MT  0.99964901   +0 27 23.0
 JN0426
 JN0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0426!SPC UT C     -   0.99978615  x   1.00003969  =   0.99982583
 JN0426!UTM  12      -   0.99978615  x   0.99964901  =   0.99943524
 JN0426
 JN0426:                Primary Azimuth Mark                     Grid Az
 JN0426:SPC UT C     -  HATT                                     290 03 14.8
 JN0426:UTM  12      -  HATT                                     290 23 02.0
 JN0426
 JN0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ6309002501(NAD 83)
 JN0426
 JN0426|---------------------------------------------------------------------|
 JN0426| PID    Reference Object                     Distance      Geod. Az  |
 JN0426|                                                           dddmmss.s |
 JN0426| JN0424 HATT                                APPROX. 7.3 KM 2905025.0 |
 JN0426|---------------------------------------------------------------------|
 JN0426
 JN0426                          SUPERSEDED SURVEY CONTROL
 JN0426
 JN0426  NAD 83(1986)-  38 52 08.74923(N)    110 16 21.87819(W) AD(       ) 3
 JN0426  NAD 27      -  38 52 08.84301(N)    110 16 19.37066(W) AD(       ) 3
 JN0426  NGVD 29 (07/19/86) 1382.4    (m)         4535.     (f) VERT ANG       
 JN0426
 JN0426.Superseded values are not recommended for survey control.
 JN0426
 JN0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0426.See file dsdata.pdf to determine how the superseded data were derived.
 JN0426
 JN0426_MARKER: DD = SURVEY DISK
 JN0426_SETTING: 66 = SET IN ROCK OUTCROP
 JN0426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0426+STABILITY: POSITION/ELEVATION WELL
 JN0426
 JN0426  HISTORY     - Date     Condition        Report By
 JN0426  HISTORY     - 1954     MONUMENTED       USGS
 JN0426
 JN0426                          STATION DESCRIPTION
 JN0426
 JN0426'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JN0426'LOCATED ABOUT 11.2 MI. SW. OF GREEN RIVER ON EDGE OF ROCK REEF
 JN0426'RUNNING N. AND S.
 JN0426'
 JN0426'TO REACH FROM GREEN RIVER POST OFFICE, DRIVE W. ON U.S. HIGHWAY 50 FOR
 JN0426'4.5 MI., TURN LEFT S. ON STATE HIGHWAY 24 FOR 8.5 MI., TURN LEFT ON
 JN0426'TRAIL RD. 1.0 MI. TO RD. FORKS., TAKE LEFT FORK W. 1.4 MI. AND S. 2.8
 JN0426'MI. TO TOP OF ROCK REEF, TURN RIGHT AT TOP AND FOLLOW EDGE OF CLIFF
 JN0426'0.2 MI. TO STATION.
 JN0426'
 JN0426'STATION MARK - STANDARD TABLET STAMPED ---2-33A---, CEMENTED IN SOLID
 JN0426'ROCK.
 JN0426'
 JN0426'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET SET IN SOLID ROCK
 JN0426'43.20 FT. FROM STATION MARK, S 32 DEG 05 MIN W.
 JN0426'
 JN0426'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET SET IN SOLID ROCK
 JN0426'30.24 FT. FROM STATION MARK, S 79 DEG 21 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0412 ***********************************************************************
 JN0412  DESIGNATION -  2 44A
 JN0412  PID         -  JN0412
 JN0412  STATE/COUNTY-  UT/GRAND
 JN0412  COUNTRY     -  US
 JN0412  USGS QUAD   -  GREEN RIVER (2017)
 JN0412
 JN0412                         *CURRENT SURVEY CONTROL
 JN0412  ______________________________________________________________________
 JN0412* NAD 83(1994) POSITION- 38 53 14.02907(N) 110 08 12.54209(W)   ADJUSTED
 JN0412* NAVD 88 ORTHO HEIGHT -  1392.5   (meters)     4569.    (feet) VERTCON3
 JN0412  ______________________________________________________________________
 JN0412  GEOID HEIGHT    -        -20.434 (meters)                     GEOID18
 JN0412  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 JN0412  HORZ ORDER      -  THIRD
 JN0412
 JN0412.The horizontal coordinates were established by classical geodetic methods
 JN0412.and adjusted by the National Geodetic Survey in November 1997.
 JN0412
 JN0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0412
 JN0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0412.GEOID18 height accuracy estimate available here.
 JN0412
 JN0412.Click photographs - Photos may exist for this station.
 JN0412
 JN0412.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0412
 JN0412. The following values were computed from the NAD 83(1994) position.
 JN0412
 JN0412;                    North         East     Units Scale Factor Converg.
 JN0412;SPC UT C     - 2,062,396.255   618,274.334   MT  1.00003446   +0 52 23.6
 JN0412;SPC UT C     - 6,766,378.38  2,028,455.04   sFT  1.00003446   +0 52 23.6
 JN0412;UTM  12      - 4,304,616.570   574,863.616   MT  0.99966901   +0 32 30.9
 JN0412
 JN0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0412!SPC UT C     -   0.99978478  x   1.00003446  =   0.99981923
 JN0412!UTM  12      -   0.99978478  x   0.99966901  =   0.99945386
 JN0412
 JN0412:                Primary Azimuth Mark                     Grid Az
 JN0412:SPC UT C     -  SALT                                     036 31 13.0
 JN0412:UTM  12      -  SALT                                     036 51 05.7
 JN0412
 JN0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ7486304616(NAD 83)
 JN0412
 JN0412|---------------------------------------------------------------------|
 JN0412| PID    Reference Object                     Distance      Geod. Az  |
 JN0412|                                                           dddmmss.s |
 JN0412| JN0389 SALT                                APPROX. 9.1 KM 0372336.6 |
 JN0412|---------------------------------------------------------------------|
 JN0412
 JN0412                          SUPERSEDED SURVEY CONTROL
 JN0412
 JN0412  NAD 83(1986)-  38 53 14.01697(N)    110 08 12.53692(W) AD(       ) 3
 JN0412  NAD 27      -  38 53 14.11031(N)    110 08 10.06885(W) AD(       ) 3
 JN0412  NGVD 29 (07/19/86) 1391.5    (m)         4565.     (f) VERT ANG       
 JN0412
 JN0412.Superseded values are not recommended for survey control.
 JN0412
 JN0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0412.See file dsdata.pdf to determine how the superseded data were derived.
 JN0412
 JN0412_MARKER: DD = SURVEY DISK
 JN0412_SETTING: 66 = SET IN ROCK OUTCROP
 JN0412_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0412+STABILITY: POSITION/ELEVATION WELL
 JN0412
 JN0412  HISTORY     - Date     Condition        Report By
 JN0412  HISTORY     - 1954     MONUMENTED       USGS
 JN0412
 JN0412                          STATION DESCRIPTION
 JN0412
 JN0412'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JN0412'LOCATED ABOUT 8.0 MI. S. AND 2.0 MI. E. OF GREEN RIVER ON SMALL
 JN0412'FLAT TOPPED PEAK.
 JN0412'
 JN0412'TO REACH FROM GREEN RIVER POST OFFICE, DRIVE E. ON U.S. HIGHWAY 50 FOR
 JN0412'4.2 MI., TURN RIGHT ON GRAVELED RD. 6.6 MI. TO RD. FORKS, TAKE LEFT
 JN0412'FORK 0.5 MI. TO RD. FORKS ON S. SIDE OF WASH, TAKE RIGHT FORK ALONG
 JN0412'RIVER 2.5 MI. TO FORKS NEAR RANCH HOUSE, TAKE LEFT FORK CROSS DRAW 0.1
 JN0412'MI. TO RD. FORKS, TAKE LEFT FORK 0.3 MI. TO RD. FORKS, TAKE LEFT FORK
 JN0412'0.6 MI. UP GRASSY SLOPE TO HEAD OF DRAW, FOLLOW TRAIL RD. 0.2 MI. TO
 JN0412'POINT WHERE RD. CROSSES RIDGE AND THENCE 1.7 MI. ALONG EDGE OF DRAW TO
 JN0412'TOP OF RIDGE, CONTINUE 0.2 MI. TO POINT WHERE TRAIL CROSSES DRAW, TURN
 JN0412'RIGHT OF TRAIL RD. AND FOLLOW DRAW 0.3 MI., TURN RIGHT AND FOLLOW DRAW
 JN0412'0.3 MI. TO HEAD.  HIKE TO TOP AND STATION.
 JN0412'
 JN0412'STATION MARK - STANDARD TABLET STAMPED ---2-44 A 1954---, CEMENTED IN
 JN0412'SOLID ROCK.
 JN0412'
 JN0412'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET CEMENTED IN SOLID
 JN0412'ROCK, 25.40 FT. FROM STATION MARK, S 86 DEG 45 MIN W.
 JN0412'
 JN0412'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET CEMENTED IN SOLID
 JN0412'ROCK, 30.75 FT. FROM STATION MARK, N 16 DEG 42 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0395 ***********************************************************************
 JN0395  DESIGNATION -  2 65C
 JN0395  PID         -  JN0395
 JN0395  STATE/COUNTY-  UT/GRAND
 JN0395  COUNTRY     -  US
 JN0395  USGS QUAD   -  GREEN RIVER NE (2017)
 JN0395
 JN0395                         *CURRENT SURVEY CONTROL
 JN0395  ______________________________________________________________________
 JN0395* NAD 83(1994) POSITION- 38 59 27.58209(N) 110 00 15.32693(W)   ADJUSTED
 JN0395* NAVD 88 ORTHO HEIGHT -  1379.2   (meters)     4525.    (feet) VERTCON3
 JN0395  ______________________________________________________________________
 JN0395  GEOID HEIGHT    -        -20.128 (meters)                     GEOID18
 JN0395  LAPLACE CORR    -          3.66  (seconds)                    DEFLEC18
 JN0395  HORZ ORDER      -  THIRD
 JN0395
 JN0395.The horizontal coordinates were established by classical geodetic methods
 JN0395.and adjusted by the National Geodetic Survey in November 1997.
 JN0395
 JN0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0395
 JN0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0395.GEOID18 height accuracy estimate available here.
 JN0395
 JN0395.Click photographs - Photos may exist for this station.
 JN0395
 JN0395.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0395
 JN0395. The following values were computed from the NAD 83(1994) position.
 JN0395
 JN0395;                    North         East     Units Scale Factor Converg.
 JN0395;SPC UT C     - 2,074,098.058   629,582.012   MT  1.00000644   +0 57 29.3
 JN0395;SPC UT C     - 6,804,770.05  2,065,553.65   sFT  1.00000644   +0 57 29.3
 JN0395;UTM  12      - 4,316,248.801   586,234.933   MT  0.99969157   +0 37 35.6
 JN0395
 JN0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0395!SPC UT C     -   0.99978681  x   1.00000644  =   0.99979325
 JN0395!UTM  12      -   0.99978681  x   0.99969157  =   0.99947844
 JN0395
 JN0395:                Primary Azimuth Mark                     Grid Az
 JN0395:SPC UT C     -  SALT                                     233 15 37.4
 JN0395:UTM  12      -  SALT                                     233 35 31.1
 JN0395
 JN0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ8623416248(NAD 83)
 JN0395
 JN0395|---------------------------------------------------------------------|
 JN0395| PID    Reference Object                     Distance      Geod. Az  |
 JN0395|                                                           dddmmss.s |
 JN0395| JN0389 SALT                                APPROX. 7.4 KM 2341306.7 |
 JN0395|---------------------------------------------------------------------|
 JN0395
 JN0395                          SUPERSEDED SURVEY CONTROL
 JN0395
 JN0395  NAD 83(1986)-  38 59 27.56973(N)    110 00 15.32140(W) AD(       ) 3
 JN0395  NAD 27      -  38 59 27.67117(N)    110 00 12.86567(W) AD(       ) 3
 JN0395  NGVD 29 (07/19/86) 1378.2    (m)         4522.     (f) VERT ANG       
 JN0395
 JN0395.Superseded values are not recommended for survey control.
 JN0395
 JN0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0395.See file dsdata.pdf to determine how the superseded data were derived.
 JN0395
 JN0395_MARKER: DD = SURVEY DISK
 JN0395_SETTING: 66 = SET IN ROCK OUTCROP
 JN0395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0395+STABILITY: POSITION/ELEVATION WELL
 JN0395
 JN0395  HISTORY     - Date     Condition        Report By
 JN0395  HISTORY     - 1954     MONUMENTED       USGS
 JN0395
 JN0395                          STATION DESCRIPTION
 JN0395
 JN0395'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JN0395'LOCATED ABOUT 9 MI. E. OF GREEN RIVER, ON TOP OF SMALL GREY KNOLL.
 JN0395'
 JN0395'TO REACH FROM GREEN RIVER POST OFFICE, DRIVE E. ON U.S. HIGHWAY 50
 JN0395'FOR 4.6 MI. ABOUT 0.1 MI. W. OF UNDERPASS, TURN LEFT AND FOLLOW EITHER
 JN0395'TRAIL RD. OR BULLDOZED RD.  2.2 MI. TO RD. FORKS., TAKE LEFT FORK 0.8
 JN0395'MI., TURN LEFT N. ON BULLDOZED TRAIL FOR 1.2 MI., TURN RIGHT AND
 JN0395'FOLLOW TRAIL RD. AROUND SMALL KNOLL TURN RIGHT OFF TRAIL RD. AND
 JN0395'CONTINUE E. CROSS OPEN COUNTRY TO BASE OF SMALL KNOLL.  HIKE TO TOP
 JN0395'AND STATION.
 JN0395'
 JN0395'STATION MARK - STANDARD TABLET STAMPED ---2-65 C 1954--- SET IN
 JN0395'BURIED SANDSTONE ROCK.
 JN0395'
 JN0395'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET SET IN SANDSTONE
 JN0395'ROCK, 37.50 FT. FROM STATION MARK AND 10.3 FT. LOWER,
 JN0395'S 10 DEG 06 MIN E.
 JN0395'
 JN0395'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET SET IN SANDSTONE
 JN0395'ROCK, 63.13 FT. FROM STATION MARK AND 29.2 FT. LOWER,
 JN0395'N 82 DEG 26 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0588 ***********************************************************************
 JM0588  DESIGNATION -  2 70A
 JM0588  PID         -  JM0588
 JM0588  STATE/COUNTY-  UT/GRAND
 JM0588  COUNTRY     -  US
 JM0588  USGS QUAD   -  DEE PASS (2017)
 JM0588
 JM0588                         *CURRENT SURVEY CONTROL
 JM0588  ______________________________________________________________________
 JM0588* NAD 83(1994) POSITION- 38 51 06.21491(N) 109 59 52.28168(W)   ADJUSTED
 JM0588* NAVD 88 ORTHO HEIGHT -  1464.7   (meters)     4805.    (feet) VERTCON3
 JM0588  ______________________________________________________________________
 JM0588  GEOID HEIGHT    -        -20.652 (meters)                     GEOID18
 JM0588  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 JM0588  HORZ ORDER      -  THIRD
 JM0588
 JM0588.The horizontal coordinates were established by classical geodetic methods
 JM0588.and adjusted by the National Geodetic Survey in November 1997.
 JM0588
 JM0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0588
 JM0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0588.GEOID18 height accuracy estimate available here.
 JM0588
 JM0588.Click photographs - Photos may exist for this station.
 JM0588
 JM0588.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0588
 JM0588. The following values were computed from the NAD 83(1994) position.
 JM0588
 JM0588;                    North         East     Units Scale Factor Converg.
 JM0588;SPC UT C     - 2,058,648.375   630,396.190   MT  1.00004479   +0 57 44.1
 JM0588;SPC UT C     - 6,754,082.21  2,068,224.83   sFT  1.00004479   +0 57 44.1
 JM0588;UTM  12      - 4,300,799.795   586,959.182   MT  0.99969311   +0 37 43.3
 JM0588
 JM0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0588!SPC UT C     -   0.99977348  x   1.00004479  =   0.99981826
 JM0588!UTM  12      -   0.99977348  x   0.99969311  =   0.99946666
 JM0588
 JM0588:                Primary Azimuth Mark                     Grid Az
 JM0588:SPC UT C     -  RED                                      168 37 51.7
 JM0588:UTM  12      -  RED                                      168 57 52.5
 JM0588
 JM0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ8695900799(NAD 83)
 JM0588
 JM0588|---------------------------------------------------------------------|
 JM0588| PID    Reference Object                     Distance      Geod. Az  |
 JM0588|                                                           dddmmss.s |
 JM0588| JM0589 RED                                 APPROX. 7.8 KM 1693535.8 |
 JM0588|---------------------------------------------------------------------|
 JM0588
 JM0588                          SUPERSEDED SURVEY CONTROL
 JM0588
 JM0588  NAD 83(1986)-  38 51 06.20245(N)    109 59 52.27691(W) AD(       ) 3
 JM0588  NAD 27      -  38 51 06.29434(N)    109 59 49.82037(W) AD(       ) 3
 JM0588  NGVD 29 (07/19/86) 1463.7    (m)         4802.     (f) VERT ANG       
 JM0588
 JM0588.Superseded values are not recommended for survey control.
 JM0588
 JM0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0588.See file dsdata.pdf to determine how the superseded data were derived.
 JM0588
 JM0588_MARKER: DD = SURVEY DISK
 JM0588_SETTING: 66 = SET IN ROCK OUTCROP
 JM0588_STAMPING: 2 70A 1954
 JM0588_MARK LOGO: USGS
 JM0588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0588+STABILITY: POSITION/ELEVATION WELL
 JM0588
 JM0588  HISTORY     - Date     Condition        Report By
 JM0588  HISTORY     - 1954     MONUMENTED       USGS
 JM0588  HISTORY     - 20110706 POOR             GEOCAC
 JM0588
 JM0588                          STATION DESCRIPTION
 JM0588
 JM0588'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0588'LOCATED ABOUT 12.5 MI. SE. OF GREEN RIVER, ON ROCK CREST OF SMALL
 JM0588'MESA.
 JM0588'
 JM0588'TO REACH FROM GREEN RIVER POST OFFICE, DRIVE E. ON U.S.HIGHWAY 50 FOR
 JM0588'14.1 MI., TURN RIGHT S. ON DIRT RD. 4.4 MI. TO RD. FORKS, TAKE RIGHT
 JM0588'FORK 1.9 MI. TO POINT WHERE RD. CROSSES DRAW,  TURN RIGHT UP DRAW TO
 JM0588'BASE OF CLIFF.  HIKE TO TOP AND STATION.
 JM0588'
 JM0588'STATION MARK - STANDARD TABLET STAMPED ---2-70A 1954---
 JM0588'CEMENTED IN SOLID ROCK.
 JM0588'
 JM0588'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET, CEMENTED IN
 JM0588'SOLID ROCK, 10.50 FT. FROM STATION MARK, S 25 DEG 03 MIN W.
 JM0588'
 JM0588'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET CEMENTED IN
 JM0588'SOLID ROCK, 10.11 FT. FROM STATION MARK, S 51 DEG 05 MIN E.
 JM0588
 JM0588                          STATION RECOVERY (2011)
 JM0588
 JM0588'RECOVERY NOTE BY GEOCACHING 2011 (RAH)
 JM0588'REFERENCE MARK ONE HAS COME LOOSE FROM ROCK IT WAS EMBEDDED IN. I
 JM0588'MOVED IT ONE FOOT TOWARDS THE STATION MARK AND PLACE A ROCK OVER IT TO
 JM0588'HID IT FROM VIEW.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0367 ***********************************************************************
 KM0367  DESIGNATION -  2 98 X
 KM0367  PID         -  KM0367
 KM0367  STATE/COUNTY-  UT/UINTAH
 KM0367  COUNTRY     -  US
 KM0367  USGS QUAD   -  BIG PACK MOUNTAIN NE (2017)
 KM0367
 KM0367                         *CURRENT SURVEY CONTROL
 KM0367  ______________________________________________________________________
 KM0367* NAD 83(1994) POSITION- 39 53 07.56158(N) 109 31 38.92724(W)   ADJUSTED
 KM0367* NAVD 88 ORTHO HEIGHT -  1712.3   (meters)     5618.    (feet) VERTCON3
 KM0367  ______________________________________________________________________
 KM0367  GEOID HEIGHT    -        -17.485 (meters)                     GEOID18
 KM0367  LAPLACE CORR    -          1.83  (seconds)                    DEFLEC18
 KM0367  HORZ ORDER      -  THIRD
 KM0367
 KM0367.The horizontal coordinates were established by classical geodetic methods
 KM0367.and adjusted by the National Geodetic Survey in November 1997.
 KM0367
 KM0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0367
 KM0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0367.GEOID18 height accuracy estimate available here.
 KM0367
 KM0367.Click photographs - Photos may exist for this station.
 KM0367
 KM0367.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0367
 KM0367. The following values were computed from the NAD 83(1994) position.
 KM0367
 KM0367;                    North         East     Units Scale Factor Converg.
 KM0367;SPC UT C     - 2,174,172.081   668,691.592   MT  0.99989921   +1 15 48.8
 KM0367;SPC UT C     - 7,133,096.24  2,193,865.66   sFT  0.99989921   +1 15 48.8
 KM0367;UTM  12      - 4,416,079.235   625,906.185   MT  0.99979516   +0 56 39.8
 KM0367
 KM0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0367!SPC UT C     -   0.99973418  x   0.99989921  =   0.99963342
 KM0367!UTM  12      -   0.99973418  x   0.99979516  =   0.99952940
 KM0367
 KM0367:                Primary Azimuth Mark                     Grid Az
 KM0367:SPC UT C     -  ET 20 JEK                                115 24 19.4
 KM0367:UTM  12      -  ET 20 JEK                                115 43 28.4
 KM0367
 KM0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK2590616079(NAD 83)
 KM0367
 KM0367|---------------------------------------------------------------------|
 KM0367| PID    Reference Object                     Distance      Geod. Az  |
 KM0367|                                                           dddmmss.s |
 KM0367| KM0366 ET 20 JEK                           APPROX. 2.4 KM 1164008.2 |
 KM0367|---------------------------------------------------------------------|
 KM0367
 KM0367                          SUPERSEDED SURVEY CONTROL
 KM0367
 KM0367  NAD 83(1993)-  39 53 07.55336(N)    109 31 38.91671(W) AD(       ) 3
 KM0367  NAD 83(1992)-  39 53 07.54096(N)    109 31 38.91703(W) AD(       ) 3
 KM0367  NAD 83(1986)-  39 53 07.54080(N)    109 31 38.91698(W) AD(       ) 3
 KM0367  NAD 27      -  39 53 07.66145(N)    109 31 36.44936(W) AD(       ) 3
 KM0367  NGVD 29 (07/19/86) 1711.2    (m)         5614.     (f) VERT ANG       
 KM0367
 KM0367.Superseded values are not recommended for survey control.
 KM0367
 KM0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0367.See file dsdata.pdf to determine how the superseded data were derived.
 KM0367
 KM0367_MARKER: W = UNMONUMENTED
 KM0367_SETTING: 0 = UNSPECIFIED SETTING
 KM0367
 KM0367  HISTORY     - Date     Condition        Report By
 KM0367  HISTORY     - 1966     MONUMENTED       USGS
 KM0367
 KM0367                          STATION DESCRIPTION
 KM0367
 KM0367'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0367'TEMPORARY POINT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0650 ***********************************************************************
 JO0650  DESIGNATION -  2 DOR
 JO0650  PID         -  JO0650
 JO0650  STATE/COUNTY-  UT/BEAVER
 JO0650  COUNTRY     -  US
 JO0650  USGS QUAD   -  PINE VALLEY HARDPAN SOUTH (2017)
 JO0650
 JO0650                         *CURRENT SURVEY CONTROL
 JO0650  ______________________________________________________________________
 JO0650* NAD 83(1986) POSITION- 38 31 03.     (N) 113 40 28.     (W)   SCALED
 JO0650* NAVD 88 ORTHO HEIGHT -  1596.766 (meters)     5238.72  (feet) POSTED
 JO0650  ______________________________________________________________________
 JO0650  GEOID HEIGHT    -        -21.347 (meters)                     GEOID18
 JO0650  DYNAMIC HEIGHT  -       1595.07  (meters)     5233.2   (feet) COMP
 JO0650  MODELED GRAVITY -    979,509.4   (mgal)                       NAVD 88
 JO0650
 JO0650  VERT ORDER      -  * POSTED, SEE BELOW
 JO0650
 JO0650.The horizontal coordinates were scaled from a map and have
 JO0650.an estimated accuracy of +/- 6 seconds.
 JO0650
 JO0650.The orthometric height was determined by differential leveling
 JO0650.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0650
 JO0650.* This is a POSTED BENCH MARK height.
 JO0650
 JO0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0650.GEOID18 height accuracy estimate available here.
 JO0650
 JO0650.Click photographs - Photos may exist for this station.
 JO0650
 JO0650.The dynamic height is computed by dividing the NAVD 88
 JO0650.geopotential number by the normal gravity value computed on the
 JO0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0650.degrees latitude (g = 980.6199 gals.).
 JO0650
 JO0650.The modeled gravity was interpolated from observed gravity values.
 JO0650
 JO0650;                    North         East    Units  Estimated Accuracy
 JO0650;SPC UT S     - 3,207,630.      310,370.      MT  (+/- 180 meters Scaled)
 JO0650
 JO0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH668666(NAD 83)
 JO0650
 JO0650                          SUPERSEDED SURVEY CONTROL
 JO0650
 JO0650.No superseded survey control is available for this station.
 JO0650
 JO0650_MARKER: DB = BENCH MARK DISK
 JO0650_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0650_STAMPING: 2 DOR 1971 5235
 JO0650_MARK LOGO: USGS
 JO0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0650
 JO0650  HISTORY     - Date     Condition        Report By
 JO0650  HISTORY     - 1971     MONUMENTED       USGS
 JO0650
 JO0650                          STATION DESCRIPTION
 JO0650
 JO0650'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0650'76.9 KM (47.80 MI) NNW FROM LUND.
 JO0650'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0650'AND PINE VALLEY ROAD, PROCEED 47.8 MILES WEST AND NORTH ALONG PINE
 JO0650'VALLEY ROAD, 0.8 MILES SOUTH OF STATE HIGHWAY 21, 51 FEET EAST OF THE
 JO0650'CENTER OF THE ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN
 JO0650'DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JO0650'THE MARK IS 2.4 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0145 ***********************************************************************
 LO0145  DESIGNATION -  2 EMH
 LO0145  PID         -  LO0145
 LO0145  STATE/COUNTY-  UT/DUCHESNE
 LO0145  COUNTRY     -  US
 LO0145  USGS QUAD   -  STRAWBERRY PINNACLES (2017)
 LO0145
 LO0145                         *CURRENT SURVEY CONTROL
 LO0145  ______________________________________________________________________
 LO0145* NAD 83(1986) POSITION- 40 14 46.     (N) 110 42 42.     (W)   SCALED
 LO0145* NAVD 88 ORTHO HEIGHT -  2061.968 (meters)     6764.97  (feet) ADJUSTED
 LO0145  ______________________________________________________________________
 LO0145  GEOID HEIGHT    -        -16.165 (meters)                     GEOID18
 LO0145  DYNAMIC HEIGHT  -       2059.864 (meters)     6758.07  (feet) COMP
 LO0145  MODELED GRAVITY -    979,532.0   (mgal)                       NAVD 88
 LO0145
 LO0145  VERT ORDER      -  SECOND    CLASS 0
 LO0145
 LO0145.The horizontal coordinates were scaled from a map and have
 LO0145.an estimated accuracy of +/- 6 seconds.
 LO0145
 LO0145.The orthometric height was determined by differential leveling and
 LO0145.adjusted by the NATIONAL GEODETIC SURVEY
 LO0145.in June 1991.
 LO0145
 LO0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0145.GEOID18 height accuracy estimate available here.
 LO0145
 LO0145.Click photographs - Photos may exist for this station.
 LO0145
 LO0145.The dynamic height is computed by dividing the NAVD 88
 LO0145.geopotential number by the normal gravity value computed on the
 LO0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0145.degrees latitude (g = 980.6199 gals.).
 LO0145
 LO0145.The modeled gravity was interpolated from observed gravity values.
 LO0145
 LO0145;                    North         East    Units  Estimated Accuracy
 LO0145;SPC UT C     - 2,212,650.      567,070.      MT  (+/- 180 meters Scaled)
 LO0145
 LO0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK245551(NAD 83)
 LO0145
 LO0145                          SUPERSEDED SURVEY CONTROL
 LO0145
 LO0145  NGVD 29 (??/??/92) 2060.599  (m)         6760.48   (f) ADJ UNCH    2 0
 LO0145
 LO0145.Superseded values are not recommended for survey control.
 LO0145
 LO0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0145.See file dsdata.pdf to determine how the superseded data were derived.
 LO0145
 LO0145_MARKER: DD = SURVEY DISK
 LO0145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0145_SP_SET: CATTLE GUARD
 LO0145_STAMPING: 2 EMH 6760 1959
 LO0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0145
 LO0145  HISTORY     - Date     Condition        Report By
 LO0145  HISTORY     - 1959     MONUMENTED       USGS
 LO0145  HISTORY     - 1962     GOOD             CGS
 LO0145
 LO0145                          STATION DESCRIPTION
 LO0145
 LO0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0145'9.35 MI NE FROM FRUITLAND.
 LO0145'6.45 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LO0145'FRUITLAND, THENCE 2.9 MILES NORTH ALONG STATE HIGHWAY 208, 10.35 MILES
 LO0145'SOUTH OF TABIONA, IN THE TOP OF THE NORTH-NORTHEAST END OF THE
 LO0145'EAST-SOUTHEAST HEAD WALL OF A STEEL RAIL CATTLE GUARD, 15 FEET
 LO0145'EAST-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.8 FOOT
 LO0145'SOUTH-SOUTHWEST OF THE NORTH-NORTHEAST END OF HEAD WALL, AND ABOUT 1
 LO0145'FOOT HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0561 ***********************************************************************
 MR0561  DESIGNATION -  2 FMK RESET
 MR0561  PID         -  MR0561
 MR0561  STATE/COUNTY-  UT/MORGAN
 MR0561  COUNTRY     -  US
 MR0561  USGS QUAD   -  SNOW BASIN (2017)
 MR0561
 MR0561                         *CURRENT SURVEY CONTROL
 MR0561  ______________________________________________________________________
 MR0561* NAD 83(1986) POSITION- 41 08 14.     (N) 111 48 03.     (W)   SCALED
 MR0561* NAVD 88 ORTHO HEIGHT -  1475.320 (meters)     4840.28  (feet) ADJUSTED
 MR0561  ______________________________________________________________________
 MR0561  GEOID HEIGHT    -        -16.258 (meters)                     GEOID18
 MR0561  DYNAMIC HEIGHT  -       1474.135 (meters)     4836.39  (feet) COMP
 MR0561  MODELED GRAVITY -    979,769.7   (mgal)                       NAVD 88
 MR0561
 MR0561  VERT ORDER      -  FIRST     CLASS II
 MR0561
 MR0561.The horizontal coordinates were scaled from a map and have
 MR0561.an estimated accuracy of +/- 6 seconds.
 MR0561
 MR0561.The orthometric height was determined by differential leveling and
 MR0561.adjusted by the NATIONAL GEODETIC SURVEY
 MR0561.in June 1991.
 MR0561
 MR0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0561.GEOID18 height accuracy estimate available here.
 MR0561
 MR0561.Click photographs - Photos may exist for this station.
 MR0561
 MR0561.The dynamic height is computed by dividing the NAVD 88
 MR0561.geopotential number by the normal gravity value computed on the
 MR0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0561.degrees latitude (g = 980.6199 gals.).
 MR0561
 MR0561.The modeled gravity was interpolated from observed gravity values.
 MR0561
 MR0561;                    North         East    Units  Estimated Accuracy
 MR0561;SPC UT N     - 1,089,320.      474,740.      MT  (+/- 180 meters Scaled)
 MR0561
 MR0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL327542(NAD 83)
 MR0561
 MR0561                          SUPERSEDED SURVEY CONTROL
 MR0561
 MR0561  NGVD 29 (06/08/92) 1474.256  (m)         4836.79   (f) ADJUSTED    1 2
 MR0561
 MR0561.Superseded values are not recommended for survey control.
 MR0561
 MR0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0561.See file dsdata.pdf to determine how the superseded data were derived.
 MR0561
 MR0561_MARKER: DB = BENCH MARK DISK
 MR0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0561_STAMPING: 2 FMK 1974 RESET 1977
 MR0561_MARK LOGO: USGS
 MR0561_PROJECTION: FLUSH
 MR0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0561+STABILITY: SURFACE MOTION
 MR0561
 MR0561  HISTORY     - Date     Condition        Report By
 MR0561  HISTORY     - 1977     MONUMENTED       USGS
 MR0561  HISTORY     - 1983     GOOD             NGS
 MR0561
 MR0561                          STATION DESCRIPTION
 MR0561
 MR0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0561'15.8 KM (9.8 MI) NW FROM MORGAN.
 MR0561'15.8 KM (9.8 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0561'THE STATION IN MORGAN, 0.3 KM (0.2 MI) EAST OF MILEPOST 978, 0.4 KM
 MR0561'(0.25 MI) WEST OF HIGHWAY MILEPOST 94, 24.0 METERS (78.7 FT) SOUTH OF
 MR0561'THE CENTERLINE OF THE EAST BOUND LANES OF INTERSTATE HIGHWAY 84, 14.2
 MR0561'METERS (46.6 FT) NORTH OF THE NEAR RAIL, AND 6.5 METERS (21.3 FT)
 MR0561'NORTHEAST OF THE NORTH LEG OF A DOUBLE UTILITY POLE.
 MR0561'THE MARK IS 0.9 METERS  S FROM  A WITNESS POST AND FENCE
 MR0561'THE MARK IS 2.0 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0219 ***********************************************************************
 JO0219  DESIGNATION -  2 HJH
 JO0219  PID         -  JO0219
 JO0219  STATE/COUNTY-  UT/MILLARD
 JO0219  COUNTRY     -  US
 JO0219  USGS QUAD   -  BLACK ROCK (2017)
 JO0219
 JO0219                         *CURRENT SURVEY CONTROL
 JO0219  ______________________________________________________________________
 JO0219* NAD 83(1986) POSITION- 38 41 02.2    (N) 112 58 37.2    (W)   HD_HELD2
 JO0219* NAVD 88 ORTHO HEIGHT -  1492.884 (meters)     4897.90  (feet) ADJUSTED
 JO0219  ______________________________________________________________________
 JO0219  GEOID HEIGHT    -        -20.459 (meters)                     GEOID18
 JO0219  DYNAMIC HEIGHT  -       1491.400 (meters)     4893.03  (feet) COMP
 JO0219  MODELED GRAVITY -    979,581.8   (mgal)                       NAVD 88
 JO0219
 JO0219  VERT ORDER      -  FIRST     CLASS I
 JO0219
 JO0219.The horizontal coordinates were established by autonomous hand held GPS
 JO0219.observations and have an estimated accuracy of +/- 10 meters.
 JO0219
 JO0219.The orthometric height was determined by differential leveling and
 JO0219.adjusted by the NATIONAL GEODETIC SURVEY
 JO0219.in June 1991.
 JO0219
 JO0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0219.GEOID18 height accuracy estimate available here.
 JO0219
 JO0219.Click photographs - Photos may exist for this station.
 JO0219
 JO0219.The dynamic height is computed by dividing the NAVD 88
 JO0219.geopotential number by the normal gravity value computed on the
 JO0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0219.degrees latitude (g = 980.6199 gals.).
 JO0219
 JO0219.The modeled gravity was interpolated from observed gravity values.
 JO0219
 JO0219;                    North         East    Units  Estimated Accuracy
 JO0219;SPC UT C     - 2,039,988.      371,479.      MT  (+/- 10 meters HH2 GPS)
 JO0219
 JO0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH2804183559(NAD 83)
 JO0219
 JO0219                          SUPERSEDED SURVEY CONTROL
 JO0219
 JO0219  NGVD 29 (??/??/92) 1491.592  (m)         4893.66   (f) ADJ UNCH    1 1
 JO0219
 JO0219.Superseded values are not recommended for survey control.
 JO0219
 JO0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0219.See file dsdata.pdf to determine how the superseded data were derived.
 JO0219
 JO0219_MARKER: DB = BENCH MARK DISK
 JO0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0219_STAMPING: 2 HJH 1958 4849
 JO0219_MARK LOGO: USGS
 JO0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0219+STABILITY: SURFACE MOTION
 JO0219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0219+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2012
 JO0219
 JO0219  HISTORY     - Date     Condition        Report By
 JO0219  HISTORY     - 1958     MONUMENTED       USGS
 JO0219  HISTORY     - 1970     GOOD             NGS
 JO0219  HISTORY     - 20120113 GOOD             GEOCAC
 JO0219
 JO0219                          STATION DESCRIPTION
 JO0219
 JO0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0219'2.2 MI S FROM BLACK ROCK.
 JO0219'2.2 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JO0219'BLACK ROCK, 5 POLES NORTH OF MILEPOLE 597, 2 POLES SOUTH OF MILEPOLE
 JO0219'297.25, 1 POLE NORTH OF SEMAPHORE 5973, AT THE SOUTH END OF A CUT,
 JO0219'97.6 FEET WEST OF THE WEST RAIL, 36 FEET EAST OF THE CENTER LINE OF
 JO0219'STATE HIGHWAY 257, 42 FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 0.9
 JO0219'FOOT WEST OF A FENCE, 1.0 FOOT NORTH OF A WITNESS POST, ABOUT 5 1/2
 JO0219'FEET HIGHER THAN THE TRACK, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND
 JO0219'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 JO0219'GROUND.
 JO0219
 JO0219                          STATION RECOVERY (2012)
 JO0219
 JO0219'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 JO0219'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0646 ***********************************************************************
 HO0646  DESIGNATION -  2 LRC
 HO0646  PID         -  HO0646
 HO0646  STATE/COUNTY-  UT/WASHINGTON
 HO0646  COUNTRY     -  US
 HO0646  USGS QUAD   -  JARVIS PEAK (2017)
 HO0646
 HO0646                         *CURRENT SURVEY CONTROL
 HO0646  ______________________________________________________________________
 HO0646* NAD 83(1986) POSITION- 37 04 24.     (N) 113 52 19.     (W)   SCALED
 HO0646* NAVD 88 ORTHO HEIGHT -  1211.025 (meters)     3973.17  (feet) POSTED
 HO0646  ______________________________________________________________________
 HO0646  GEOID HEIGHT    -        -24.777 (meters)                     GEOID18
 HO0646  DYNAMIC HEIGHT  -       1209.75  (meters)     3969.0   (feet) COMP
 HO0646  MODELED GRAVITY -    979,532.7   (mgal)                       NAVD 88
 HO0646
 HO0646  VERT ORDER      -  * POSTED, SEE BELOW
 HO0646
 HO0646.The horizontal coordinates were scaled from a map and have
 HO0646.an estimated accuracy of +/- 6 seconds.
 HO0646
 HO0646.The orthometric height was determined by differential leveling
 HO0646.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0646
 HO0646.* This is a POSTED BENCH MARK height.
 HO0646
 HO0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0646.GEOID18 height accuracy estimate available here.
 HO0646
 HO0646.Click photographs - Photos may exist for this station.
 HO0646
 HO0646.The dynamic height is computed by dividing the NAVD 88
 HO0646.geopotential number by the normal gravity value computed on the
 HO0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0646.degrees latitude (g = 980.6199 gals.).
 HO0646
 HO0646.The modeled gravity was interpolated from observed gravity values.
 HO0646
 HO0646;                    North         East    Units  Estimated Accuracy
 HO0646;SPC UT S     - 3,047,810.      289,090.      MT  (+/- 180 meters Scaled)
 HO0646
 HO0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG446068(NAD 83)
 HO0646
 HO0646                          SUPERSEDED SURVEY CONTROL
 HO0646
 HO0646  NGVD 29 (??/??/92) 1210.21   (m)         3970.5    (f) COMPUTED    2 0
 HO0646
 HO0646.Superseded values are not recommended for survey control.
 HO0646
 HO0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0646.See file dsdata.pdf to determine how the superseded data were derived.
 HO0646
 HO0646_MARKER: DD = SURVEY DISK
 HO0646_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0646_STAMPING: 2 LRC 1973 3971
 HO0646_MARK LOGO: USGS
 HO0646_PROJECTION: FLUSH
 HO0646_MAGNETIC: I = MARKER IS A STEEL ROD
 HO0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0646+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HO0646
 HO0646  HISTORY     - Date     Condition        Report By
 HO0646  HISTORY     - 1973     MONUMENTED       USGS
 HO0646
 HO0646                          STATION DESCRIPTION
 HO0646
 HO0646'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HO0646'FROM THE POST OFFICE IN MESQUITE, UTAH, PROCEED 23.5 MILES NORTHEAST
 HO0646'ALONG U S HIGHWAY 91 TO A POINT 1 MILE EAST OF CASTLE ROCK CLIFF,
 HO0646'23.3 MILES WEST OF ST. GEORGE COURTHOUSE, 4.6 MILES NORTHEAST OF THE
 HO0646'CROSSING OF THE ARIZONA-UTAH STATE LINE, NORTHWEST OF THE CENTERLINE
 HO0646'OF THE HIGHWAY, SOUTHEAST OF A FENCE, ON A 5/8 INCH COPPER-COATED ROD
 HO0646'DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0632 ***********************************************************************
 JO0632  DESIGNATION -  20 DOR
 JO0632  PID         -  JO0632
 JO0632  STATE/COUNTY-  UT/BEAVER
 JO0632  COUNTRY     -  US
 JO0632  USGS QUAD   -  PINE GROVE RESERVOIR (2017)
 JO0632
 JO0632                         *CURRENT SURVEY CONTROL
 JO0632  ______________________________________________________________________
 JO0632* NAD 83(1986) POSITION- 38 16 50.     (N) 113 42 42.     (W)   SCALED
 JO0632* NAVD 88 ORTHO HEIGHT -  1812.440 (meters)     5946.31  (feet) POSTED
 JO0632  ______________________________________________________________________
 JO0632  GEOID HEIGHT    -        -21.578 (meters)                     GEOID18
 JO0632  DYNAMIC HEIGHT  -       1810.39  (meters)     5939.6   (feet) COMP
 JO0632  MODELED GRAVITY -    979,435.2   (mgal)                       NAVD 88
 JO0632
 JO0632  VERT ORDER      -  * POSTED, SEE BELOW
 JO0632
 JO0632.The horizontal coordinates were scaled from a map and have
 JO0632.an estimated accuracy of +/- 6 seconds.
 JO0632
 JO0632.The orthometric height was determined by differential leveling
 JO0632.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0632
 JO0632.* This is a POSTED BENCH MARK height.
 JO0632
 JO0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0632.GEOID18 height accuracy estimate available here.
 JO0632
 JO0632.Click photographs - Photos may exist for this station.
 JO0632
 JO0632.The dynamic height is computed by dividing the NAVD 88
 JO0632.geopotential number by the normal gravity value computed on the
 JO0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0632.degrees latitude (g = 980.6199 gals.).
 JO0632
 JO0632.The modeled gravity was interpolated from observed gravity values.
 JO0632
 JO0632;                    North         East    Units  Estimated Accuracy
 JO0632;SPC UT S     - 3,181,410.      306,510.      MT  (+/- 180 meters Scaled)
 JO0632
 JO0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH628404(NAD 83)
 JO0632
 JO0632                          SUPERSEDED SURVEY CONTROL
 JO0632
 JO0632.No superseded survey control is available for this station.
 JO0632
 JO0632_MARKER: DB = BENCH MARK DISK
 JO0632_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JO0632_SP_SET: FOUNDATION
 JO0632_STAMPING: 20 DOR 1971 5942
 JO0632_MARK LOGO: USGS
 JO0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0632+STABILITY: SURFACE MOTION
 JO0632
 JO0632  HISTORY     - Date     Condition        Report By
 JO0632  HISTORY     - 1971     MONUMENTED       USGS
 JO0632
 JO0632                          STATION DESCRIPTION
 JO0632
 JO0632'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0632'48.9 KM (30.40 MI) NNW FROM LUND.
 JO0632'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0632'AND PINE VALLEY ROAD, PROCEED 30.4 MILES WEST AND NORTH ALONG PINE
 JO0632'VALLEY ROAD TO A CATTLEGUARD WEST OF A LARGE DRAIN, 18.0 MILES SOUTH
 JO0632'OF STATE HIGHWAY 21, IN THE NORTHEAST END OF THE CONCRETE FOUNDATION
 JO0632'OF THE CATTLEGUARD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0674 ***********************************************************************
 HO0674  DESIGNATION -  20 DOR
 HO0674  PID         -  HO0674
 HO0674  STATE/COUNTY-  UT/IRON
 HO0674  COUNTRY     -  US
 HO0674  USGS QUAD   -  MODENA (2017)
 HO0674
 HO0674                         *CURRENT SURVEY CONTROL
 HO0674  ______________________________________________________________________
 HO0674* NAD 83(1986) POSITION- 37 46 04.     (N) 113 58 47.     (W)   SCALED
 HO0674* NAVD 88 ORTHO HEIGHT -  1683.342 (meters)     5522.76  (feet) POSTED
 HO0674  ______________________________________________________________________
 HO0674  GEOID HEIGHT    -        -23.075 (meters)                     GEOID18
 HO0674  DYNAMIC HEIGHT  -       1681.43  (meters)     5516.5   (feet) COMP
 HO0674  MODELED GRAVITY -    979,437.0   (mgal)                       NAVD 88
 HO0674
 HO0674  VERT ORDER      -  * POSTED, SEE BELOW
 HO0674
 HO0674.The horizontal coordinates were scaled from a map and have
 HO0674.an estimated accuracy of +/- 6 seconds.
 HO0674
 HO0674.The orthometric height was determined by differential leveling
 HO0674.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0674
 HO0674.* This is a POSTED BENCH MARK height.
 HO0674
 HO0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0674.GEOID18 height accuracy estimate available here.
 HO0674
 HO0674.Click photographs - Photos may exist for this station.
 HO0674
 HO0674.The dynamic height is computed by dividing the NAVD 88
 HO0674.geopotential number by the normal gravity value computed on the
 HO0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0674.degrees latitude (g = 980.6199 gals.).
 HO0674
 HO0674.The modeled gravity was interpolated from observed gravity values.
 HO0674
 HO0674;                    North         East    Units  Estimated Accuracy
 HO0674;SPC UT S     - 3,125,100.      281,550.      MT  (+/- 180 meters Scaled)
 HO0674
 HO0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG375842(NAD 83)
 HO0674
 HO0674                          SUPERSEDED SURVEY CONTROL
 HO0674
 HO0674.No superseded survey control is available for this station.
 HO0674
 HO0674_MARKER: DD = SURVEY DISK
 HO0674_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0674_STAMPING: 20 DOR 1972 5519
 HO0674_MARK LOGO: USGS
 HO0674_PROJECTION: FLUSH
 HO0674_MAGNETIC: I = MARKER IS A STEEL ROD
 HO0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0674+SATELLITE: SATELLITE OBSERVATIONS - 1972
 HO0674
 HO0674  HISTORY     - Date     Condition        Report By
 HO0674  HISTORY     - 1972     MONUMENTED       USGS
 HO0674
 HO0674                          STATION DESCRIPTION
 HO0674
 HO0674'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (DOR)
 HO0674'FROM THE MODENA POST OFFICE, PROCEED 3.7 MILES SOUTHWEST ALONG THE
 HO0674'RAILROAD, 180 FEET SOUTHEAST AND 3 FEET LOWER THAN THE ROAD, 112 FEET
 HO0674'NORTHWEST AND 6 FEET LOWER THAN THE TRACKS, 65 FEET WEST OF MILEPOST
 HO0674'506, 1 FOOT NORTHWEST OF A WITNESS SIGN, ON A 5/8 INCH COPPER-COATED
 HO0674'ROD DRIVEN TO REFUSAL ENCASED BY A FIBER PIPE AND FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0517 ***********************************************************************
 LN0517  DESIGNATION -  20 EAM
 LN0517  PID         -  LN0517
 LN0517  STATE/COUNTY-  UT/UINTAH
 LN0517  COUNTRY     -  US
 LN0517  USGS QUAD   -  JENSEN (2017)
 LN0517
 LN0517                         *CURRENT SURVEY CONTROL
 LN0517  ______________________________________________________________________
 LN0517* NAD 83(1986) POSITION- 40 22 11.     (N) 109 21 13.     (W)   SCALED
 LN0517* NAVD 88 ORTHO HEIGHT -  1453.246 (meters)     4767.86  (feet) ADJUSTED
 LN0517  ______________________________________________________________________
 LN0517  GEOID HEIGHT    -        -17.186 (meters)                     GEOID18
 LN0517  DYNAMIC HEIGHT  -       1451.951 (meters)     4763.61  (feet) COMP
 LN0517  MODELED GRAVITY -    979,684.7   (mgal)                       NAVD 88
 LN0517
 LN0517  VERT ORDER      -  FIRST     CLASS II
 LN0517
 LN0517.The horizontal coordinates were scaled from a map and have
 LN0517.an estimated accuracy of +/- 6 seconds.
 LN0517
 LN0517.The orthometric height was determined by differential leveling and
 LN0517.adjusted by the NATIONAL GEODETIC SURVEY
 LN0517.in June 1991.
 LN0517
 LN0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0517.GEOID18 height accuracy estimate available here.
 LN0517
 LN0517.Click photographs - Photos may exist for this station.
 LN0517
 LN0517.The dynamic height is computed by dividing the NAVD 88
 LN0517.geopotential number by the normal gravity value computed on the
 LN0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0517.degrees latitude (g = 980.6199 gals.).
 LN0517
 LN0517.The modeled gravity was interpolated from observed gravity values.
 LN0517
 LN0517;                    North         East    Units  Estimated Accuracy
 LN0517;SPC UT C     - 2,228,270.      682,270.      MT  (+/- 180 meters Scaled)
 LN0517
 LN0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK397700(NAD 83)
 LN0517
 LN0517                          SUPERSEDED SURVEY CONTROL
 LN0517
 LN0517.No superseded survey control is available for this station.
 LN0517
 LN0517_MARKER: DB = BENCH MARK DISK
 LN0517_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0517+WITH SETTING: INFORMATION.
 LN0517_STAMPING: 20 EAM 1965 4764
 LN0517_MARK LOGO: USGS
 LN0517_PROJECTION: PROJECTING 5 CENTIMETERS
 LN0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0517_ROD/PIPE-DEPTH: 2.9 meters
 LN0517
 LN0517  HISTORY     - Date     Condition        Report By
 LN0517  HISTORY     - 1965     MONUMENTED       USGS
 LN0517  HISTORY     - 1984     GOOD             NGS
 LN0517
 LN0517                          STATION DESCRIPTION
 LN0517
 LN0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0517'1.4 KM (0.85 MI) WEST FROM JENSEN.
 LN0517'1.4 KM (0.85 MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 LN0517'IN JENSEN, IN FRONT OF A WHITE STUCCO HOUSE, 15.7 M (51.5 FT) WEST OF
 LN0517'A UTILITY POLE, 14.7 M (48.2 FT) SOUTH OF THE CENTERLINE OF THE
 LN0517'HIGHWAY, 13.2 M (43.3 FT) EAST OF THE CENTER OF A DRIVEWAY LEADING
 LN0517'SOUTH, AND 2.9 M (9.5 FT) NORTH OF A FENCE.
 LN0517'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LN0517'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0546 ***********************************************************************
 MR0546  DESIGNATION -  20 FMK
 MR0546  PID         -  MR0546
 MR0546  STATE/COUNTY-  UT/WEBER
 MR0546  COUNTRY     -  US
 MR0546  USGS QUAD   -  OGDEN (2017)
 MR0546
 MR0546                         *CURRENT SURVEY CONTROL
 MR0546  ______________________________________________________________________
 MR0546* NAD 83(1986) POSITION- 41 08 16.     (N) 111 52 50.     (W)   SCALED
 MR0546* NAVD 88 ORTHO HEIGHT -  1414.791 (meters)     4641.69  (feet) ADJUSTED
 MR0546  ______________________________________________________________________
 MR0546  GEOID HEIGHT    -        -16.329 (meters)                     GEOID18
 MR0546  DYNAMIC HEIGHT  -       1413.693 (meters)     4638.09  (feet) COMP
 MR0546  MODELED GRAVITY -    979,798.8   (mgal)                       NAVD 88
 MR0546
 MR0546  VERT ORDER      -  FIRST     CLASS II
 MR0546
 MR0546.The horizontal coordinates were scaled from a map and have
 MR0546.an estimated accuracy of +/- 6 seconds.
 MR0546
 MR0546.The orthometric height was determined by differential leveling and
 MR0546.adjusted by the NATIONAL GEODETIC SURVEY
 MR0546.in June 1991.
 MR0546
 MR0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0546.GEOID18 height accuracy estimate available here.
 MR0546
 MR0546.Click photographs - Photos may exist for this station.
 MR0546
 MR0546.The dynamic height is computed by dividing the NAVD 88
 MR0546.geopotential number by the normal gravity value computed on the
 MR0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0546.degrees latitude (g = 980.6199 gals.).
 MR0546
 MR0546.The modeled gravity was interpolated from observed gravity values.
 MR0546
 MR0546;                    North         East    Units  Estimated Accuracy
 MR0546;SPC UT N     - 1,089,400.      468,050.      MT  (+/- 180 meters Scaled)
 MR0546
 MR0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL260544(NAD 83)
 MR0546
 MR0546                          SUPERSEDED SURVEY CONTROL
 MR0546
 MR0546  NGVD 29 (06/08/92) 1413.770  (m)         4638.34   (f) ADJUSTED    1 2
 MR0546
 MR0546.Superseded values are not recommended for survey control.
 MR0546
 MR0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0546.See file dsdata.pdf to determine how the superseded data were derived.
 MR0546
 MR0546_MARKER: DB = BENCH MARK DISK
 MR0546_SETTING: 80 = SET IN A BOULDER
 MR0546_STAMPING: 20 FMK 1974
 MR0546_MARK LOGO: USGS
 MR0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0546+STABILITY: SURFACE MOTION
 MR0546
 MR0546  HISTORY     - Date     Condition        Report By
 MR0546  HISTORY     - 1974     MONUMENTED       USGS
 MR0546  HISTORY     - 1983     GOOD             NGS
 MR0546
 MR0546                          STATION DESCRIPTION
 MR0546
 MR0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0546'16.9 KM (10.5 MI) SOUTH FROM OGDEN.
 MR0546'16.9 KM (10.5 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0546'STATION IN OGDEN, IN TOP OF THE EAST EDGE OF A 3 BY 3 FT BOULDER, 37.7
 MR0546'METERS (123.7 FT) EAST OF THE EAST END OF A METAL RETAING WALL, 21.1
 MR0546'METERS (69.2 FT) NORTH OF THE CENTER OF THE EAST ENTRANCE TO THE WEBER
 MR0546'PLANT PROJECT 1744, 21.0 METERS (68.9 FT) SOUTH OF THE NEAR RAIL, 11.7
 MR0546'METERS (38.4 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 MR0546'INTERSTATE HIGHWAY 84, AND 5.2 METERS (17.1 FT) NORTHEAST OF OF AN
 MR0546'18-INCH CONCRETE CULVERT.
 MR0546'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MR0546'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0631 ***********************************************************************
 JO0631  DESIGNATION -  21 DOR
 JO0631  PID         -  JO0631
 JO0631  STATE/COUNTY-  UT/BEAVER
 JO0631  COUNTRY     -  US
 JO0631  USGS QUAD   -  PINE GROVE RESERVOIR (2017)
 JO0631
 JO0631                         *CURRENT SURVEY CONTROL
 JO0631  ______________________________________________________________________
 JO0631* NAD 83(1986) POSITION- 38 16 10.     (N) 113 41 48.     (W)   SCALED
 JO0631* NAVD 88 ORTHO HEIGHT -  1839.734 (meters)     6035.86  (feet) POSTED
 JO0631  ______________________________________________________________________
 JO0631  GEOID HEIGHT    -        -21.577 (meters)                     GEOID18
 JO0631  DYNAMIC HEIGHT  -       1837.65  (meters)     6029.0   (feet) COMP
 JO0631  MODELED GRAVITY -    979,433.2   (mgal)                       NAVD 88
 JO0631
 JO0631  VERT ORDER      -  * POSTED, SEE BELOW
 JO0631
 JO0631.The horizontal coordinates were scaled from a map and have
 JO0631.an estimated accuracy of +/- 6 seconds.
 JO0631
 JO0631.The orthometric height was determined by differential leveling
 JO0631.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0631
 JO0631.* This is a POSTED BENCH MARK height.
 JO0631
 JO0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0631.GEOID18 height accuracy estimate available here.
 JO0631
 JO0631.Click photographs - Photos may exist for this station.
 JO0631
 JO0631.The dynamic height is computed by dividing the NAVD 88
 JO0631.geopotential number by the normal gravity value computed on the
 JO0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0631.degrees latitude (g = 980.6199 gals.).
 JO0631
 JO0631.The modeled gravity was interpolated from observed gravity values.
 JO0631
 JO0631;                    North         East    Units  Estimated Accuracy
 JO0631;SPC UT S     - 3,180,140.      307,790.      MT  (+/- 180 meters Scaled)
 JO0631
 JO0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH640391(NAD 83)
 JO0631
 JO0631                          SUPERSEDED SURVEY CONTROL
 JO0631
 JO0631.No superseded survey control is available for this station.
 JO0631
 JO0631_MARKER: DB = BENCH MARK DISK
 JO0631_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0631_STAMPING: 21 DOR 1971 6032
 JO0631_MARK LOGO: USGS
 JO0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0631
 JO0631  HISTORY     - Date     Condition        Report By
 JO0631  HISTORY     - 1971     MONUMENTED       USGS
 JO0631
 JO0631                          STATION DESCRIPTION
 JO0631
 JO0631'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0631'47.2 KM (29.30 MI) NNW FROM LUND.
 JO0631'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0631'AND PINE VALLEY ROAD, PROCEED 29.3 MILES WEST AND NORTH ALONG PINE
 JO0631'VALLEY ROAD TO A DRAIN CROSSING, 19.1 MILES SOUTH OF STATE HIGHWAY
 JO0631'21, 134 FEET NORTH OF THE DRAIN, 57 FEET WEST OF THE CENTER OF THE
 JO0631'ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN
 JO0631'A PIPE PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0675 ***********************************************************************
 HO0675  DESIGNATION -  21 DOR
 HO0675  PID         -  HO0675
 HO0675  STATE/COUNTY-  UT/IRON
 HO0675  COUNTRY     -  US
 HO0675  USGS QUAD   -  MODENA (2017)
 HO0675
 HO0675                         *CURRENT SURVEY CONTROL
 HO0675  ______________________________________________________________________
 HO0675* NAD 83(1986) POSITION- 37 46 48.     (N) 113 57 59.     (W)   SCALED
 HO0675* NAVD 88 ORTHO HEIGHT -  1678.175 (meters)     5505.81  (feet) POSTED
 HO0675  ______________________________________________________________________
 HO0675  GEOID HEIGHT    -        -23.036 (meters)                     GEOID18
 HO0675  DYNAMIC HEIGHT  -       1676.28  (meters)     5499.6   (feet) COMP
 HO0675  MODELED GRAVITY -    979,440.1   (mgal)                       NAVD 88
 HO0675
 HO0675  VERT ORDER      -  * POSTED, SEE BELOW
 HO0675
 HO0675.The horizontal coordinates were scaled from a map and have
 HO0675.an estimated accuracy of +/- 6 seconds.
 HO0675
 HO0675.The orthometric height was determined by differential leveling
 HO0675.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0675
 HO0675.* This is a POSTED BENCH MARK height.
 HO0675
 HO0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0675.GEOID18 height accuracy estimate available here.
 HO0675
 HO0675.Click photographs - Photos may exist for this station.
 HO0675
 HO0675.The dynamic height is computed by dividing the NAVD 88
 HO0675.geopotential number by the normal gravity value computed on the
 HO0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0675.degrees latitude (g = 980.6199 gals.).
 HO0675
 HO0675.The modeled gravity was interpolated from observed gravity values.
 HO0675
 HO0675;                    North         East    Units  Estimated Accuracy
 HO0675;SPC UT S     - 3,126,430.      282,760.      MT  (+/- 180 meters Scaled)
 HO0675
 HO0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG387855(NAD 83)
 HO0675
 HO0675                          SUPERSEDED SURVEY CONTROL
 HO0675
 HO0675.No superseded survey control is available for this station.
 HO0675
 HO0675_MARKER: DD = SURVEY DISK
 HO0675_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HO0675_SP_SET: BRIDGE WINGWALL
 HO0675_STAMPING: 21 DOR 1972 5502
 HO0675_MARK LOGO: USGS
 HO0675_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HO0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0675+STABILITY: SURFACE MOTION
 HO0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0675+SATELLITE: SATELLITE OBSERVATIONS - 1972
 HO0675
 HO0675  HISTORY     - Date     Condition        Report By
 HO0675  HISTORY     - 1972     MONUMENTED       USGS
 HO0675
 HO0675                          STATION DESCRIPTION
 HO0675
 HO0675'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (DOR)
 HO0675'FROM THE MODENA POST OFFICE, PROCEED 2.6 MILES SOUTHWEST ALONG THE
 HO0675'RAILROAD, 110 FEET EAST OF THE EAST END OF A 96 INCH CORRUGATED METAL
 HO0675'PIPE CULVERT, 10 FEET NORTHWEST OF AND 2 FEET LOWER THAN THE TRACKS,
 HO0675'IN THE NORTHWEST END OF THE NORTHEAST WINGWALL OF A BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0380 ***********************************************************************
 LN0380  DESIGNATION -  21 EAM
 LN0380  PID         -  LN0380
 LN0380  STATE/COUNTY-  UT/UINTAH
 LN0380  COUNTRY     -  US
 LN0380  USGS QUAD   -  JENSEN (2017)
 LN0380
 LN0380                         *CURRENT SURVEY CONTROL
 LN0380  ______________________________________________________________________
 LN0380* NAD 83(1986) POSITION- 40 21 58.     (N) 109 19 18.     (W)   SCALED
 LN0380* NAVD 88 ORTHO HEIGHT -  1485.236 (meters)     4872.81  (feet) ADJUSTED
 LN0380  ______________________________________________________________________
 LN0380  GEOID HEIGHT    -        -17.120 (meters)                     GEOID18
 LN0380  DYNAMIC HEIGHT  -       1483.908 (meters)     4868.45  (feet) COMP
 LN0380  MODELED GRAVITY -    979,679.6   (mgal)                       NAVD 88
 LN0380
 LN0380  VERT ORDER      -  FIRST     CLASS II
 LN0380
 LN0380.The horizontal coordinates were scaled from a map and have
 LN0380.an estimated accuracy of +/- 6 seconds.
 LN0380
 LN0380.The orthometric height was determined by differential leveling and
 LN0380.adjusted by the NATIONAL GEODETIC SURVEY
 LN0380.in June 1991.
 LN0380
 LN0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0380.GEOID18 height accuracy estimate available here.
 LN0380
 LN0380.Click photographs - Photos may exist for this station.
 LN0380
 LN0380.The dynamic height is computed by dividing the NAVD 88
 LN0380.geopotential number by the normal gravity value computed on the
 LN0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0380.degrees latitude (g = 980.6199 gals.).
 LN0380
 LN0380.The modeled gravity was interpolated from observed gravity values.
 LN0380
 LN0380;                    North         East    Units  Estimated Accuracy
 LN0380;SPC UT C     - 2,227,930.      684,990.      MT  (+/- 180 meters Scaled)
 LN0380
 LN0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK424697(NAD 83)
 LN0380
 LN0380                          SUPERSEDED SURVEY CONTROL
 LN0380
 LN0380.No superseded survey control is available for this station.
 LN0380
 LN0380_MARKER: DB = BENCH MARK DISK
 LN0380_SETTING: 66 = SET IN ROCK OUTCROP
 LN0380_STAMPING: 21 EAM 1965 4869
 LN0380_MARK LOGO: USGS
 LN0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0380
 LN0380  HISTORY     - Date     Condition        Report By
 LN0380  HISTORY     - 1965     MONUMENTED       USGS
 LN0380  HISTORY     - 1984     GOOD             NGS
 LN0380
 LN0380                          STATION DESCRIPTION
 LN0380
 LN0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0380'1.4 KM (0.85 MI) EAST FROM JENSEN.
 LN0380'1.4 KM (0.85 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 40 FROM THE POST
 LN0380'OFFICE IN JENSEN, NEAR THE CENTER OF THE EASTERN HALF OF A 10 BY 20
 LN0380'FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 74.1 M (243.1 FT) NORTHEAST
 LN0380'OF THE CENTERLINE OF THE HIGHWAY, 41.2 M (135.2 FT) SOUTHEAST OF THE
 LN0380'CENTER OF A DIRT ROAD LEADING NORTHEAST, 23.7 M (77.8 FT) NORTHEAST OF
 LN0380'A FENCE, AND 1.7 M (5.6 FT) NORTHWEST OF THE SOUTHEAST EDGE AND 1.6 M
 LN0380'(5.2 FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE OUTCROP.
 LN0380'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 LN0380'THE MARK IS 7.7 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0545 ***********************************************************************
 MR0545  DESIGNATION -  21 FMK RESET
 MR0545  PID         -  MR0545
 MR0545  STATE/COUNTY-  UT/WEBER
 MR0545  COUNTRY     -  US
 MR0545  USGS QUAD   -  OGDEN (2017)
 MR0545
 MR0545                         *CURRENT SURVEY CONTROL
 MR0545  ______________________________________________________________________
 MR0545* NAD 83(1986) POSITION- 41 08 17.     (N) 111 53 20.     (W)   SCALED
 MR0545* NAVD 88 ORTHO HEIGHT -  1403.980 (meters)     4606.22  (feet) ADJUSTED
 MR0545  ______________________________________________________________________
 MR0545  GEOID HEIGHT    -        -16.360 (meters)                     GEOID18
 MR0545  DYNAMIC HEIGHT  -       1402.895 (meters)     4602.66  (feet) COMP
 MR0545  MODELED GRAVITY -    979,802.7   (mgal)                       NAVD 88
 MR0545
 MR0545  VERT ORDER      -  FIRST     CLASS II
 MR0545
 MR0545.The horizontal coordinates were scaled from a map and have
 MR0545.an estimated accuracy of +/- 6 seconds.
 MR0545
 MR0545.The orthometric height was determined by differential leveling and
 MR0545.adjusted by the NATIONAL GEODETIC SURVEY
 MR0545.in June 1991.
 MR0545
 MR0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0545.GEOID18 height accuracy estimate available here.
 MR0545
 MR0545.Click photographs - Photos may exist for this station.
 MR0545
 MR0545.The dynamic height is computed by dividing the NAVD 88
 MR0545.geopotential number by the normal gravity value computed on the
 MR0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0545.degrees latitude (g = 980.6199 gals.).
 MR0545
 MR0545.The modeled gravity was interpolated from observed gravity values.
 MR0545
 MR0545;                    North         East    Units  Estimated Accuracy
 MR0545;SPC UT N     - 1,089,440.      467,350.      MT  (+/- 180 meters Scaled)
 MR0545
 MR0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL253544(NAD 83)
 MR0545
 MR0545                          SUPERSEDED SURVEY CONTROL
 MR0545
 MR0545  NGVD 29 (06/08/92) 1402.963  (m)         4602.89   (f) ADJUSTED    1 2
 MR0545
 MR0545.Superseded values are not recommended for survey control.
 MR0545
 MR0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0545.See file dsdata.pdf to determine how the superseded data were derived.
 MR0545
 MR0545_MARKER: DB = BENCH MARK DISK
 MR0545_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MR0545_SP_SET: RETAINING WALL
 MR0545_STAMPING: 21 FMK 1974 RESET 1977
 MR0545_MARK LOGO: USGS
 MR0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0545+STABILITY: SURFACE MOTION
 MR0545
 MR0545  HISTORY     - Date     Condition        Report By
 MR0545  HISTORY     - 1977     MONUMENTED       USGS
 MR0545  HISTORY     - 19790529 GOOD             USGS
 MR0545  HISTORY     - 1983     GOOD             NGS
 MR0545
 MR0545                          STATION DESCRIPTION
 MR0545
 MR0545'DESCRIBED BY US GEOLOGICAL SURVEY 1979 (DOR)
 MR0545'RECOVERED IN GOOD CONDITION.
 MR0545
 MR0545                          STATION RECOVERY (1983)
 MR0545
 MR0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0545'16.2 KM (10.05 MI) SOUT FROM OGDEN.
 MR0545'16.2 KM (10.05 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0545'STATION IN OGDEN, IN THE CENTER OF THE WEST CONCRETE RETAINING WALL OF
 MR0545'A 2 BY 4 FT DRAIN AT THE WEST END OF A METAL RETAINING WALL, 15.4
 MR0545'METERS (50.5 FT) SOUTH OF THE NEAR RAIL, 14.6 METERS (47.9 FT) NORTH
 MR0545'OF BENCH MARK 22 FMK USGS, 8.9 METERS (29.2 FT) EAST OF HIGHWAY
 MR0545'MILEPOST 89, AND 8.4 METERS (27.6 FT) NORTH OF THE CENTERLINE OF
 MR0545'INTERSTATE HIGHWAY 84.
 MR0545'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0630 ***********************************************************************
 JO0630  DESIGNATION -  22 DOR
 JO0630  PID         -  JO0630
 JO0630  STATE/COUNTY-  UT/BEAVER
 JO0630  COUNTRY     -  US
 JO0630  USGS QUAD   -  PINE GROVE RESERVOIR (2017)
 JO0630
 JO0630                         *CURRENT SURVEY CONTROL
 JO0630  ______________________________________________________________________
 JO0630* NAD 83(1986) POSITION- 38 15 12.     (N) 113 41 23.     (W)   SCALED
 JO0630* NAVD 88 ORTHO HEIGHT -  1861.041 (meters)     6105.77  (feet) POSTED
 JO0630  ______________________________________________________________________
 JO0630  GEOID HEIGHT    -        -21.595 (meters)                     GEOID18
 JO0630  DYNAMIC HEIGHT  -       1858.93  (meters)     6098.8   (feet) COMP
 JO0630  MODELED GRAVITY -    979,428.7   (mgal)                       NAVD 88
 JO0630
 JO0630  VERT ORDER      -  * POSTED, SEE BELOW
 JO0630
 JO0630.The horizontal coordinates were scaled from a map and have
 JO0630.an estimated accuracy of +/- 6 seconds.
 JO0630
 JO0630.The orthometric height was determined by differential leveling
 JO0630.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0630
 JO0630.* This is a POSTED BENCH MARK height.
 JO0630
 JO0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0630.GEOID18 height accuracy estimate available here.
 JO0630
 JO0630.Click photographs - Photos may exist for this station.
 JO0630
 JO0630.The dynamic height is computed by dividing the NAVD 88
 JO0630.geopotential number by the normal gravity value computed on the
 JO0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0630.degrees latitude (g = 980.6199 gals.).
 JO0630
 JO0630.The modeled gravity was interpolated from observed gravity values.
 JO0630
 JO0630;                    North         East    Units  Estimated Accuracy
 JO0630;SPC UT S     - 3,178,340.      308,360.      MT  (+/- 180 meters Scaled)
 JO0630
 JO0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH646373(NAD 83)
 JO0630
 JO0630                          SUPERSEDED SURVEY CONTROL
 JO0630
 JO0630.No superseded survey control is available for this station.
 JO0630
 JO0630_MARKER: DB = BENCH MARK DISK
 JO0630_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0630_STAMPING: 22 DOR 1971 6102
 JO0630_MARK LOGO: USGS
 JO0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0630
 JO0630  HISTORY     - Date     Condition        Report By
 JO0630  HISTORY     - 1971     MONUMENTED       USGS
 JO0630
 JO0630                          STATION DESCRIPTION
 JO0630
 JO0630'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0630'45.2 KM (28.10 MI) NNW FROM LUND.
 JO0630'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0630'AND PINE VALLEY ROAD, PROCEED 28.1 MILES WEST AND NORTH ALONG PINE
 JO0630'VALLEY ROAD TO A POINT 2.5 MILES NORTH OF JOCKEY ROAD, 20.3 MILES
 JO0630'SOUTH OF STATE HIGHWAY 21, 51 FEET WEST OF THE CENTER OF THE ROAD.  A
 JO0630'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 JO0630'PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0676 ***********************************************************************
 HO0676  DESIGNATION -  22 DOR
 HO0676  PID         -  HO0676
 HO0676  STATE/COUNTY-  UT/IRON
 HO0676  COUNTRY     -  US
 HO0676  USGS QUAD   -  MODENA (2017)
 HO0676
 HO0676                         *CURRENT SURVEY CONTROL
 HO0676  ______________________________________________________________________
 HO0676* NAD 83(1986) POSITION- 37 47 26.     (N) 113 56 42.     (W)   SCALED
 HO0676* NAVD 88 ORTHO HEIGHT -  1674.621 (meters)     5494.15  (feet) POSTED
 HO0676  ______________________________________________________________________
 HO0676  GEOID HEIGHT    -        -23.002 (meters)                     GEOID18
 HO0676  DYNAMIC HEIGHT  -       1672.74  (meters)     5488.0   (feet) COMP
 HO0676  MODELED GRAVITY -    979,445.6   (mgal)                       NAVD 88
 HO0676
 HO0676  VERT ORDER      -  * POSTED, SEE BELOW
 HO0676
 HO0676.The horizontal coordinates were scaled from a map and have
 HO0676.an estimated accuracy of +/- 6 seconds.
 HO0676
 HO0676.The orthometric height was determined by differential leveling
 HO0676.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0676
 HO0676.* This is a POSTED BENCH MARK height.
 HO0676
 HO0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0676.GEOID18 height accuracy estimate available here.
 HO0676
 HO0676.Click photographs - Photos may exist for this station.
 HO0676
 HO0676.The dynamic height is computed by dividing the NAVD 88
 HO0676.geopotential number by the normal gravity value computed on the
 HO0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0676.degrees latitude (g = 980.6199 gals.).
 HO0676
 HO0676.The modeled gravity was interpolated from observed gravity values.
 HO0676
 HO0676;                    North         East    Units  Estimated Accuracy
 HO0676;SPC UT S     - 3,127,550.      284,680.      MT  (+/- 180 meters Scaled)
 HO0676
 HO0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG406866(NAD 83)
 HO0676
 HO0676                          SUPERSEDED SURVEY CONTROL
 HO0676
 HO0676.No superseded survey control is available for this station.
 HO0676
 HO0676_MARKER: DD = SURVEY DISK
 HO0676_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0676_STAMPING: 22 DOR 1972 5490
 HO0676_MARK LOGO: USGS
 HO0676_PROJECTION: FLUSH
 HO0676_MAGNETIC: I = MARKER IS A STEEL ROD
 HO0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0676+SATELLITE: SATELLITE OBSERVATIONS - 1972
 HO0676
 HO0676  HISTORY     - Date     Condition        Report By
 HO0676  HISTORY     - 1972     MONUMENTED       USGS
 HO0676
 HO0676                          STATION DESCRIPTION
 HO0676
 HO0676'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (DOR)
 HO0676'FROM THE MODENA POST OFFICE, PROCEED 1.2 MILES SOUTHWEST ALONG THE
 HO0676'RAILROAD TO NEAR THE END OF A CUT, 0.3 MILE NORTHEAST OF MILEPOST
 HO0676'508, 0.2 MILE SOUTHEAST OF UTAH HIGHWAY 56, 105 FEET NORTH-NORTHWEST
 HO0676'AND 17 FEET HIGHER THAN THE TRACKS, 20 FEET WEST-SOUTHWEST OF A GATE,
 HO0676'1 FOOT NORTH-NORTHWEST OF A FENCE AND WITNESS SIGN, ON A 5/8 INCH
 HO0676'COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED BY A FIBER PIPE AND FLUSH
 HO0676'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0544 ***********************************************************************
 MR0544  DESIGNATION -  22 FMK RESET
 MR0544  PID         -  MR0544
 MR0544  STATE/COUNTY-  UT/WEBER
 MR0544  COUNTRY     -  US
 MR0544  USGS QUAD   -  OGDEN (2017)
 MR0544
 MR0544                         *CURRENT SURVEY CONTROL
 MR0544  ______________________________________________________________________
 MR0544* NAD 83(1986) POSITION- 41 08 16.     (N) 111 53 20.     (W)   SCALED
 MR0544* NAVD 88 ORTHO HEIGHT -  1404.888 (meters)     4609.20  (feet) ADJUSTED
 MR0544  ______________________________________________________________________
 MR0544  GEOID HEIGHT    -        -16.361 (meters)                     GEOID18
 MR0544  DYNAMIC HEIGHT  -       1403.803 (meters)     4605.64  (feet) COMP
 MR0544  MODELED GRAVITY -    979,802.7   (mgal)                       NAVD 88
 MR0544
 MR0544  VERT ORDER      -  FIRST     CLASS II
 MR0544
 MR0544.The horizontal coordinates were scaled from a map and have
 MR0544.an estimated accuracy of +/- 6 seconds.
 MR0544
 MR0544.The orthometric height was determined by differential leveling and
 MR0544.adjusted by the NATIONAL GEODETIC SURVEY
 MR0544.in June 1991.
 MR0544
 MR0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0544.GEOID18 height accuracy estimate available here.
 MR0544
 MR0544.Click photographs - Photos may exist for this station.
 MR0544
 MR0544.The dynamic height is computed by dividing the NAVD 88
 MR0544.geopotential number by the normal gravity value computed on the
 MR0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0544.degrees latitude (g = 980.6199 gals.).
 MR0544
 MR0544.The modeled gravity was interpolated from observed gravity values.
 MR0544
 MR0544;                    North         East    Units  Estimated Accuracy
 MR0544;SPC UT N     - 1,089,410.      467,350.      MT  (+/- 180 meters Scaled)
 MR0544
 MR0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL253544(NAD 83)
 MR0544
 MR0544                          SUPERSEDED SURVEY CONTROL
 MR0544
 MR0544  NGVD 29 (06/08/92) 1403.872  (m)         4605.87   (f) ADJUSTED    1 2
 MR0544
 MR0544.Superseded values are not recommended for survey control.
 MR0544
 MR0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0544.See file dsdata.pdf to determine how the superseded data were derived.
 MR0544
 MR0544_MARKER: DB = BENCH MARK DISK
 MR0544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0544_SP_SET: CONCRETE BARRIER
 MR0544_STAMPING: 22 FMK 1974 RESET 1977
 MR0544_MARK LOGO: USGS
 MR0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0544
 MR0544  HISTORY     - Date     Condition        Report By
 MR0544  HISTORY     - 1977     MONUMENTED       USGS
 MR0544  HISTORY     - 1983     GOOD             NGS
 MR0544
 MR0544                          STATION DESCRIPTION
 MR0544
 MR0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0544'16.2 KM (10.05 MI) SOUT FROM OGDEN.
 MR0544'16.2 KM (10.05 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0544'STATION IN OGDEN, IN TOP OF CONCRETE BARRIER THAT DIVIDES THE LANES OF
 MR0544'INTERSTATE HIGHWAY 84, 30.0 METERS (98.4 FT) SOUTH OF THE NEAR RAIL,
 MR0544'18.6 METERS (61.0 FT) SOUTHEAST OF HIGHWAY MILEPOST 89, 15.0 METERS
 MR0544'(49.2 FT) EAST OF THE WEST END OF A METAL RETAINING WALL, 14.6 METERS
 MR0544'(47.9 FT) SOUTH OF BENCH MARK 21 FMK USGS, 6.1 METERS (20.0 FT) SOUTH
 MR0544'OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, AND 6.0
 MR0544'METERS (19.7 FT) NORTH OF THE EAST BOUND LANES OF THE HIGHWAY.
 MR0544'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0261 ***********************************************************************
 JM0261  DESIGNATION -  220 00
 JM0261  PID         -  JM0261
 JM0261  STATE/COUNTY-  UT/SAN JUAN
 JM0261  COUNTRY     -  US
 JM0261  USGS QUAD   -  CHURCH ROCK (2017)
 JM0261
 JM0261                         *CURRENT SURVEY CONTROL
 JM0261  ______________________________________________________________________
 JM0261* NAD 83(1986) POSITION- 38 02 04.     (N) 109 20 44.     (W)   SCALED
 JM0261* NAVD 88 ORTHO HEIGHT -  1864.736 (meters)     6117.89  (feet) ADJUSTED
 JM0261  ______________________________________________________________________
 JM0261  GEOID HEIGHT    -        -18.787 (meters)                     GEOID18
 JM0261  DYNAMIC HEIGHT  -       1862.626 (meters)     6110.97  (feet) COMP
 JM0261  MODELED GRAVITY -    979,431.3   (mgal)                       NAVD 88
 JM0261
 JM0261  VERT ORDER      -  FIRST     CLASS II
 JM0261
 JM0261.The horizontal coordinates were scaled from a map and have
 JM0261.an estimated accuracy of +/- 6 seconds.
 JM0261
 JM0261.The orthometric height was determined by differential leveling and
 JM0261.adjusted by the NATIONAL GEODETIC SURVEY
 JM0261.in June 1991.
 JM0261
 JM0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0261.GEOID18 height accuracy estimate available here.
 JM0261
 JM0261.Click photographs - Photos may exist for this station.
 JM0261
 JM0261.The dynamic height is computed by dividing the NAVD 88
 JM0261.geopotential number by the normal gravity value computed on the
 JM0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0261.degrees latitude (g = 980.6199 gals.).
 JM0261
 JM0261.The modeled gravity was interpolated from observed gravity values.
 JM0261
 JM0261;                    North         East    Units  Estimated Accuracy
 JM0261;SPC UT S     - 3,153,980.      689,120.      MT  (+/- 180 meters Scaled)
 JM0261
 JM0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH451109(NAD 83)
 JM0261
 JM0261                          SUPERSEDED SURVEY CONTROL
 JM0261
 JM0261  NGVD 29 (??/??/92) 1863.670  (m)         6114.39   (f) ADJ UNCH    1 2
 JM0261
 JM0261.Superseded values are not recommended for survey control.
 JM0261
 JM0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0261.See file dsdata.pdf to determine how the superseded data were derived.
 JM0261
 JM0261_MARKER: DB = BENCH MARK DISK
 JM0261_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JM0261_SP_SET: CULVERT HEADWALL
 JM0261_STAMPING: 6157.652 J 21 1933
 JM0261_MARK LOGO: CGS
 JM0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0261+STABILITY: SURFACE MOTION
 JM0261
 JM0261  HISTORY     - Date     Condition        Report By
 JM0261  HISTORY     - 1933     MONUMENTED       CGS
 JM0261  HISTORY     - 1934     GOOD             CGS
 JM0261
 JM0261                          STATION DESCRIPTION
 JM0261
 JM0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0261'11.0 MI N FROM MONTICELLO.
 JM0261'11.6 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 JM0261'MONTICELLO, SAN JUAN COUNTY, 4.1 MILES SOUTHEAST OF JUG ROCK, 0.9 MILE
 JM0261'NORTH OF THE SOUTH END OF A LONG TANGENT, AT A 36-INCH CONCRETE
 JM0261'CULVERT AND IN THE TOP OF THE NORTH END OF THE WEST HEADWALL.  A
 JM0261'STANDARD DISK, STAMPED 6157.652 J 21 1933.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0629 ***********************************************************************
 JO0629  DESIGNATION -  23 DOR
 JO0629  PID         -  JO0629
 JO0629  STATE/COUNTY-  UT/BEAVER
 JO0629  COUNTRY     -  US
 JO0629  USGS QUAD   -  OBSERVATION KNOLL (2017)
 JO0629
 JO0629                         *CURRENT SURVEY CONTROL
 JO0629  ______________________________________________________________________
 JO0629* NAD 83(1986) POSITION- 38 14 03.     (N) 113 40 49.     (W)   SCALED
 JO0629* NAVD 88 ORTHO HEIGHT -  1873.760 (meters)     6147.49  (feet) POSTED
 JO0629  ______________________________________________________________________
 JO0629  GEOID HEIGHT    -        -21.617 (meters)                     GEOID18
 JO0629  DYNAMIC HEIGHT  -       1871.63  (meters)     6140.5   (feet) COMP
 JO0629  MODELED GRAVITY -    979,425.8   (mgal)                       NAVD 88
 JO0629
 JO0629  VERT ORDER      -  * POSTED, SEE BELOW
 JO0629
 JO0629.The horizontal coordinates were scaled from a map and have
 JO0629.an estimated accuracy of +/- 6 seconds.
 JO0629
 JO0629.The orthometric height was determined by differential leveling
 JO0629.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0629
 JO0629.* This is a POSTED BENCH MARK height.
 JO0629
 JO0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0629.GEOID18 height accuracy estimate available here.
 JO0629
 JO0629.Click photographs - Photos may exist for this station.
 JO0629
 JO0629.The dynamic height is computed by dividing the NAVD 88
 JO0629.geopotential number by the normal gravity value computed on the
 JO0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0629.degrees latitude (g = 980.6199 gals.).
 JO0629
 JO0629.The modeled gravity was interpolated from observed gravity values.
 JO0629
 JO0629;                    North         East    Units  Estimated Accuracy
 JO0629;SPC UT S     - 3,176,200.      309,130.      MT  (+/- 180 meters Scaled)
 JO0629
 JO0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH654351(NAD 83)
 JO0629
 JO0629                          SUPERSEDED SURVEY CONTROL
 JO0629
 JO0629.No superseded survey control is available for this station.
 JO0629
 JO0629_MARKER: DB = BENCH MARK DISK
 JO0629_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0629_STAMPING: 23 DOR 1971 6143
 JO0629_MARK LOGO: USGS
 JO0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0629
 JO0629  HISTORY     - Date     Condition        Report By
 JO0629  HISTORY     - 1971     MONUMENTED       USGS
 JO0629
 JO0629                          STATION DESCRIPTION
 JO0629
 JO0629'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0629'43.0 KM (26.70 MI) NW FROM LUND.
 JO0629'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0629'AND PINE VALLEY ROAD, PROCEED 26.7 MILES NORTHWEST ALONG PINE VALLEY
 JO0629'ROAD TO THE TOP OF A RISE, 1.7 MILES NORTH OF JOCKEY ROAD, 21.7 MILES
 JO0629'SOUTH OF STATE HIGHWAY 21, 59 FEET WEST OF THE CENTER OF THE ROAD.  A
 JO0629'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 JO0629'PROJECTING 3 INCHES.
 JO0629'THE MARK IS 1.3 FT  E FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0677 ***********************************************************************
 HO0677  DESIGNATION -  23 DOR
 HO0677  PID         -  HO0677
 HO0677  STATE/COUNTY-  UT/IRON
 HO0677  COUNTRY     -  US
 HO0677  USGS QUAD   -  MODENA (2017)
 HO0677
 HO0677                         *CURRENT SURVEY CONTROL
 HO0677  ______________________________________________________________________
 HO0677* NAD 83(1986) POSITION- 37 47 48.     (N) 113 55 41.     (W)   SCALED
 HO0677* NAVD 88 ORTHO HEIGHT -  1668.786 (meters)     5475.01  (feet) POSTED
 HO0677  ______________________________________________________________________
 HO0677  GEOID HEIGHT    -        -22.986 (meters)                     GEOID18
 HO0677  DYNAMIC HEIGHT  -       1666.92  (meters)     5468.9   (feet) COMP
 HO0677  MODELED GRAVITY -    979,451.1   (mgal)                       NAVD 88
 HO0677
 HO0677  VERT ORDER      -  * POSTED, SEE BELOW
 HO0677
 HO0677.The horizontal coordinates were scaled from a map and have
 HO0677.an estimated accuracy of +/- 6 seconds.
 HO0677
 HO0677.The orthometric height was determined by differential leveling
 HO0677.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0677
 HO0677.* This is a POSTED BENCH MARK height.
 HO0677
 HO0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0677.GEOID18 height accuracy estimate available here.
 HO0677
 HO0677.Click photographs - Photos may exist for this station.
 HO0677
 HO0677.The dynamic height is computed by dividing the NAVD 88
 HO0677.geopotential number by the normal gravity value computed on the
 HO0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0677.degrees latitude (g = 980.6199 gals.).
 HO0677
 HO0677.The modeled gravity was interpolated from observed gravity values.
 HO0677
 HO0677;                    North         East    Units  Estimated Accuracy
 HO0677;SPC UT S     - 3,128,190.      286,190.      MT  (+/- 180 meters Scaled)
 HO0677
 HO0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG421872(NAD 83)
 HO0677
 HO0677                          SUPERSEDED SURVEY CONTROL
 HO0677
 HO0677.No superseded survey control is available for this station.
 HO0677
 HO0677_MARKER: DD = SURVEY DISK
 HO0677_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0677_SP_SET: HEADWALL
 HO0677_STAMPING: 23 DOR 1972 5471
 HO0677_MARK LOGO: USGS
 HO0677_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HO0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0677+SATELLITE: SATELLITE OBSERVATIONS - 1972
 HO0677
 HO0677  HISTORY     - Date     Condition        Report By
 HO0677  HISTORY     - 1972     MONUMENTED       USGS
 HO0677
 HO0677                          STATION DESCRIPTION
 HO0677
 HO0677'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (DOR)
 HO0677'FROM THE MODENA POST OFFICE, PROCEED 0.2 MILES SOUTHWEST ALONG THE
 HO0677'RAILROAD TO BOX CULVERT 509.32, 10 FEET NORTH OF THE TRACKS, IN THE
 HO0677'CENTER OF THE NORTH CONCRETE HEADWALL OF A CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0382 ***********************************************************************
 LN0382  DESIGNATION -  23 EAM
 LN0382  PID         -  LN0382
 LN0382  STATE/COUNTY-  UT/UINTAH
 LN0382  COUNTRY     -  US
 LN0382  USGS QUAD   -  JENSEN (2017)
 LN0382
 LN0382                         *CURRENT SURVEY CONTROL
 LN0382  ______________________________________________________________________
 LN0382* NAD 83(1986) POSITION- 40 20 33.8    (N) 109 17 52.9    (W)   HD_HELD2
 LN0382* NAVD 88 ORTHO HEIGHT -  1531.364 (meters)     5024.15  (feet) ADJUSTED
 LN0382  ______________________________________________________________________
 LN0382  GEOID HEIGHT    -        -17.131 (meters)                     GEOID18
 LN0382  DYNAMIC HEIGHT  -       1529.977 (meters)     5019.60  (feet) COMP
 LN0382  MODELED GRAVITY -    979,667.3   (mgal)                       NAVD 88
 LN0382
 LN0382  VERT ORDER      -  FIRST     CLASS II
 LN0382
 LN0382.The horizontal coordinates were established by autonomous hand held GPS
 LN0382.observations and have an estimated accuracy of +/- 10 meters.
 LN0382
 LN0382.The orthometric height was determined by differential leveling and
 LN0382.adjusted by the NATIONAL GEODETIC SURVEY
 LN0382.in June 1991.
 LN0382
 LN0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0382.GEOID18 height accuracy estimate available here.
 LN0382
 LN0382.Click photographs - Photos may exist for this station.
 LN0382
 LN0382.The dynamic height is computed by dividing the NAVD 88
 LN0382.geopotential number by the normal gravity value computed on the
 LN0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0382.degrees latitude (g = 980.6199 gals.).
 LN0382
 LN0382.The modeled gravity was interpolated from observed gravity values.
 LN0382
 LN0382;                    North         East    Units  Estimated Accuracy
 LN0382;SPC UT C     - 2,225,386.      687,061.      MT  (+/- 10 meters HH2 GPS)
 LN0382
 LN0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK4455467187(NAD 83)
 LN0382
 LN0382                          SUPERSEDED SURVEY CONTROL
 LN0382
 LN0382.No superseded survey control is available for this station.
 LN0382
 LN0382_MARKER: DB = BENCH MARK DISK
 LN0382_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0382+WITH SETTING: INFORMATION.
 LN0382_STAMPING: 23 EAM 1965 5020
 LN0382_MARK LOGO: USGS
 LN0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0382
 LN0382  HISTORY     - Date     Condition        Report By
 LN0382  HISTORY     - 1965     MONUMENTED       USGS
 LN0382  HISTORY     - 1984     GOOD             NGS
 LN0382
 LN0382                          STATION DESCRIPTION
 LN0382
 LN0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0382'4.7 KM (2.9 MI) EAST FROM JENSEN.
 LN0382'4.7 KM (2.9 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 40 FROM THE POST
 LN0382'OFFICE IN JENSEN, 51.2 M (168.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 LN0382'HIGHWAY, 1.3 M (4.3 FT) SOUTHWEST OF A UTILITY POLE, AND 0.7 M (2.3
 LN0382'FT) SOUTHWEST OF A FENCE.  NOTE--ROD PROJECTING 5 CM BUT, THE ACTUAL
 LN0382'DEPTH OF THIS ROD IS NOT KNOWN.
 LN0382'THE MARK IS 0.6 METERS  SE FROM  A WITNESS POST
 LN0382'THE MARK IS 3.1 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0543 ***********************************************************************
 MR0543  DESIGNATION -  23 FMK
 MR0543  PID         -  MR0543
 MR0543  STATE/COUNTY-  UT/WEBER
 MR0543  COUNTRY     -  US
 MR0543  USGS QUAD   -  OGDEN (2017)
 MR0543
 MR0543                         *CURRENT SURVEY CONTROL
 MR0543  ______________________________________________________________________
 MR0543* NAD 83(1986) POSITION- 41 08 15.     (N) 111 53 30.     (W)   SCALED
 MR0543* NAVD 88 ORTHO HEIGHT -  1401.049 (meters)     4596.61  (feet) ADJUSTED
 MR0543  ______________________________________________________________________
 MR0543  GEOID HEIGHT    -        -16.374 (meters)                     GEOID18
 MR0543  DYNAMIC HEIGHT  -       1399.968 (meters)     4593.06  (feet) COMP
 MR0543  MODELED GRAVITY -    979,803.9   (mgal)                       NAVD 88
 MR0543
 MR0543  VERT ORDER      -  FIRST     CLASS II
 MR0543
 MR0543.The horizontal coordinates were scaled from a map and have
 MR0543.an estimated accuracy of +/- 6 seconds.
 MR0543
 MR0543.The orthometric height was determined by differential leveling and
 MR0543.adjusted by the NATIONAL GEODETIC SURVEY
 MR0543.in June 1991.
 MR0543
 MR0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0543.GEOID18 height accuracy estimate available here.
 MR0543
 MR0543.Click photographs - Photos may exist for this station.
 MR0543
 MR0543.The dynamic height is computed by dividing the NAVD 88
 MR0543.geopotential number by the normal gravity value computed on the
 MR0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0543.degrees latitude (g = 980.6199 gals.).
 MR0543
 MR0543.The modeled gravity was interpolated from observed gravity values.
 MR0543
 MR0543;                    North         East    Units  Estimated Accuracy
 MR0543;SPC UT N     - 1,089,380.      467,120.      MT  (+/- 180 meters Scaled)
 MR0543
 MR0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL251544(NAD 83)
 MR0543
 MR0543                          SUPERSEDED SURVEY CONTROL
 MR0543
 MR0543  NGVD 29 (06/08/92) 1400.035  (m)         4593.28   (f) ADJUSTED    1 2
 MR0543
 MR0543.Superseded values are not recommended for survey control.
 MR0543
 MR0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0543.See file dsdata.pdf to determine how the superseded data were derived.
 MR0543
 MR0543_MARKER: DB = BENCH MARK DISK
 MR0543_SETTING: 80 = SET IN A BOULDER
 MR0543_STAMPING: 23 FMK 1974
 MR0543_MARK LOGO: USGS
 MR0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0543+STABILITY: SURFACE MOTION
 MR0543
 MR0543  HISTORY     - Date     Condition        Report By
 MR0543  HISTORY     - 1974     MONUMENTED       USGS
 MR0543  HISTORY     - 1983     GOOD             NGS
 MR0543
 MR0543                          STATION DESCRIPTION
 MR0543
 MR0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0543'15.9 KM (9.9 MI) SOUTH FROM OGDEN.
 MR0543'15.9 KM (9.9 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0543'STATION IN OGDEN, IN THE CENTER OF A 2 BY 4 FT BOULBER, 32.3 METERS
 MR0543'(106.0 FT) EAST OF THE MOST NORTHERLY 1 OF 4 LEGS OF A HIGHWAY
 MR0543'INFORMATION SIGN, 20.8 METERS (68.2 FT) SOUTH OF THE NEAR RAIL, 17.0
 MR0543'METERS (55.8 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 MR0543'INTERSTATE HIGHWAY 84, AND 16.9 METERS (55.4 FT) SOUTHEAST OF A
 MR0543'UTILITY POLE WITH ONE GUY WIRE.
 MR0543'THE MARK IS 0.7 METERS  S FROM A WITNESS POST.
 MR0543'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HP0490 ***********************************************************************
 HP0490  DESIGNATION -  230 DOR
 HP0490  PID         -  HP0490
 HP0490  STATE/COUNTY-  UT/IRON
 HP0490  COUNTRY     -  US
 HP0490  USGS QUAD   -  UVADA (2017)
 HP0490
 HP0490                         *CURRENT SURVEY CONTROL
 HP0490  ______________________________________________________________________
 HP0490* NAD 83(1986) POSITION- 37 37 56.     (N) 114 03 05.     (W)   SCALED
 HP0490* NAVD 88 ORTHO HEIGHT -  1862.936 (meters)     6111.98  (feet) POSTED
 HP0490  ______________________________________________________________________
 HP0490  GEOID HEIGHT    -        -23.476 (meters)                     GEOID18
 HP0490  DYNAMIC HEIGHT  -       1860.75  (meters)     6104.8   (feet) COMP
 HP0490  MODELED GRAVITY -    979,389.3   (mgal)                       NAVD 88
 HP0490
 HP0490  VERT ORDER      -  * POSTED, SEE BELOW
 HP0490
 HP0490.The horizontal coordinates were scaled from a map and have
 HP0490.an estimated accuracy of +/- 6 seconds.
 HP0490
 HP0490.The orthometric height was determined by differential leveling
 HP0490.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HP0490
 HP0490.* This is a POSTED BENCH MARK height.
 HP0490
 HP0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 HP0490.GEOID18 height accuracy estimate available here.
 HP0490
 HP0490.Click photographs - Photos may exist for this station.
 HP0490
 HP0490.The dynamic height is computed by dividing the NAVD 88
 HP0490.geopotential number by the normal gravity value computed on the
 HP0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0490.degrees latitude (g = 980.6199 gals.).
 HP0490
 HP0490.The modeled gravity was interpolated from observed gravity values.
 HP0490
 HP0490;                    North         East    Units  Estimated Accuracy
 HP0490;SPC UT S     - 3,110,230.      274,830.      MT  (+/- 180 meters Scaled)
 HP0490
 HP0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB601691(NAD 83)
 HP0490
 HP0490                          SUPERSEDED SURVEY CONTROL
 HP0490
 HP0490.No superseded survey control is available for this station.
 HP0490
 HP0490_MARKER: DD = SURVEY DISK
 HP0490_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HP0490+WITH SETTING: PAVEMENT
 HP0490_SP_SET: TRUNCATED PYRAMID
 HP0490_STAMPING: 230 DOR 1971 6108
 HP0490_MARK LOGO: USGS
 HP0490_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0490+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HP0490
 HP0490  HISTORY     - Date     Condition        Report By
 HP0490  HISTORY     - 1971     MONUMENTED       USGS
 HP0490
 HP0490                          STATION DESCRIPTION
 HP0490
 HP0490'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HP0490'FROM THE POST OFFICE IN ENTERPRISE, UTAH, PROCEED 20.2 MILES WEST
 HP0490'ALONG STATE HIGHWAY 75, TO THE UTAH-NEVADA STATE LINE, 0.06 MILES
 HP0490'EAST FROM A CATTLEGUARD, 35 FEET SOUTHWEST AND 6 FEET HIGHER THAN THE
 HP0490'ROAD, JUST SOUTHWEST OF A DEPARTMENT OF AGRICULTURE SIGN -DIXIE
 HP0490'NATIONAL FOREST-, IN THE TOP OF A 4 X 4-FOOT X 5 FOOT HIGH TRUNCATED
 HP0490'PYRAMID.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HP0491 ***********************************************************************
 HP0491  DESIGNATION -  231 DOR
 HP0491  PID         -  HP0491
 HP0491  STATE/COUNTY-  UT/IRON
 HP0491  COUNTRY     -  US
 HP0491  USGS QUAD   -  UVADA (2017)
 HP0491
 HP0491                         *CURRENT SURVEY CONTROL
 HP0491  ______________________________________________________________________
 HP0491* NAD 83(1986) POSITION- 37 37 46.     (N) 114 01 58.     (W)   SCALED
 HP0491* NAVD 88 ORTHO HEIGHT -  1856.501 (meters)     6090.87  (feet) POSTED
 HP0491  ______________________________________________________________________
 HP0491  GEOID HEIGHT    -        -23.462 (meters)                     GEOID18
 HP0491  DYNAMIC HEIGHT  -       1854.32  (meters)     6083.7   (feet) COMP
 HP0491  MODELED GRAVITY -    979,387.5   (mgal)                       NAVD 88
 HP0491
 HP0491  VERT ORDER      -  * POSTED, SEE BELOW
 HP0491
 HP0491.The horizontal coordinates were scaled from a map and have
 HP0491.an estimated accuracy of +/- 6 seconds.
 HP0491
 HP0491.The orthometric height was determined by differential leveling
 HP0491.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HP0491
 HP0491.* This is a POSTED BENCH MARK height.
 HP0491
 HP0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 HP0491.GEOID18 height accuracy estimate available here.
 HP0491
 HP0491.Click photographs - Photos may exist for this station.
 HP0491
 HP0491.The dynamic height is computed by dividing the NAVD 88
 HP0491.geopotential number by the normal gravity value computed on the
 HP0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0491.degrees latitude (g = 980.6199 gals.).
 HP0491
 HP0491.The modeled gravity was interpolated from observed gravity values.
 HP0491
 HP0491;                    North         East    Units  Estimated Accuracy
 HP0491;SPC UT S     - 3,109,880.      276,460.      MT  (+/- 180 meters Scaled)
 HP0491
 HP0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB618688(NAD 83)
 HP0491
 HP0491                          SUPERSEDED SURVEY CONTROL
 HP0491
 HP0491.No superseded survey control is available for this station.
 HP0491
 HP0491_MARKER: DD = SURVEY DISK
 HP0491_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0491_STAMPING: 231 DOR 1971 6087
 HP0491_MARK LOGO: USGS
 HP0491_PROJECTION: FLUSH
 HP0491_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0491+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HP0491
 HP0491  HISTORY     - Date     Condition        Report By
 HP0491  HISTORY     - 1971     MONUMENTED       USGS
 HP0491
 HP0491                          STATION DESCRIPTION
 HP0491
 HP0491'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HP0491'FROM THE POST OFFICE IN ENTERPRISE, UTAH, PROCEED 19.0 MILES WEST
 HP0491'ALONG STATE HIGHWAY 75, 0.04 MILES NORTHWEST OF THE NORTHEAST END OF
 HP0491'A 24-INCH CORRUGATED METAL PIPE CULVERT, 0.04 MILES SOUTHEAST OF A
 HP0491'SIGN -STUD HORSE DRAW 3-, 0.03 MILES SOUTHEAST OF A TRACK ROAD
 HP0491'NORTH-NORTHEAST, 72 FEET NORTHEAST AND 6 FEET HIGHER THAN THE ROAD, 2
 HP0491'FEET SOUTHWEST OF A WITNESS, ON A 5/8 INCH COPPER-COATED ROD DRIVEN
 HP0491'TO REFUSAL ENCASED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HP0492 ***********************************************************************
 HP0492  DESIGNATION -  232 DOR
 HP0492  PID         -  HP0492
 HP0492  STATE/COUNTY-  UT/IRON
 HP0492  COUNTRY     -  US
 HP0492  USGS QUAD   -  UVADA (2017)
 HP0492
 HP0492                         *CURRENT SURVEY CONTROL
 HP0492  ______________________________________________________________________
 HP0492* NAD 83(1986) POSITION- 37 37 32.     (N) 114 00 52.     (W)   SCALED
 HP0492* NAVD 88 ORTHO HEIGHT -  1832.448 (meters)     6011.96  (feet) POSTED
 HP0492  ______________________________________________________________________
 HP0492  GEOID HEIGHT    -        -23.451 (meters)                     GEOID18
 HP0492  DYNAMIC HEIGHT  -       1830.29  (meters)     6004.9   (feet) COMP
 HP0492  MODELED GRAVITY -    979,388.2   (mgal)                       NAVD 88
 HP0492
 HP0492  VERT ORDER      -  * POSTED, SEE BELOW
 HP0492
 HP0492.The horizontal coordinates were scaled from a map and have
 HP0492.an estimated accuracy of +/- 6 seconds.
 HP0492
 HP0492.The orthometric height was determined by differential leveling
 HP0492.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HP0492
 HP0492.* This is a POSTED BENCH MARK height.
 HP0492
 HP0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 HP0492.GEOID18 height accuracy estimate available here.
 HP0492
 HP0492.Click photographs - Photos may exist for this station.
 HP0492
 HP0492.The dynamic height is computed by dividing the NAVD 88
 HP0492.geopotential number by the normal gravity value computed on the
 HP0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0492.degrees latitude (g = 980.6199 gals.).
 HP0492
 HP0492.The modeled gravity was interpolated from observed gravity values.
 HP0492
 HP0492;                    North         East    Units  Estimated Accuracy
 HP0492;SPC UT S     - 3,109,400.      278,070.      MT  (+/- 180 meters Scaled)
 HP0492
 HP0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB634684(NAD 83)
 HP0492
 HP0492                          SUPERSEDED SURVEY CONTROL
 HP0492
 HP0492.No superseded survey control is available for this station.
 HP0492
 HP0492_MARKER: DD = SURVEY DISK
 HP0492_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0492_STAMPING: 232 DOR 1971 6008
 HP0492_MARK LOGO: USGS
 HP0492_PROJECTION: FLUSH
 HP0492_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0492+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HP0492
 HP0492  HISTORY     - Date     Condition        Report By
 HP0492  HISTORY     - 1971     MONUMENTED       USGS
 HP0492
 HP0492                          STATION DESCRIPTION
 HP0492
 HP0492'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HP0492'FROM THE POST OFFICE IN ENTERPRISE, UTAH, PROCEED 18.1 MILES WEST
 HP0492'ALONG STATE HIGHWAY 75, 0.1 MILE NORTH OF A TEST PLOT, 185 FEET WEST
 HP0492'OF A SIGN -JESSE TIE EXCLOSURE-, 64 FEET SOUTH AND 3 FEET HIGHER THAN
 HP0492'THE ROAD, 2 FEET NORTHWEST OF A WITNESS, ON A 5/8 INCH COPPER-COATED
 HP0492'ROD DRIVEN TO REFUSAL ENCASED BY A FIBER PIPE AND FLUSH WITH THE
 HP0492'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HP0493 ***********************************************************************
 HP0493  DESIGNATION -  233 DOR
 HP0493  PID         -  HP0493
 HP0493  STATE/COUNTY-  UT/IRON
 HP0493  COUNTRY     -  US
 HP0493  USGS QUAD   -  PINE PARK (2017)
 HP0493
 HP0493                         *CURRENT SURVEY CONTROL
 HP0493  ______________________________________________________________________
 HP0493* NAD 83(1986) POSITION- 37 37 18.     (N) 114 00 09.     (W)   SCALED
 HP0493* NAVD 88 ORTHO HEIGHT -  1818.165 (meters)     5965.10  (feet) POSTED
 HP0493  ______________________________________________________________________
 HP0493  GEOID HEIGHT    -        -23.444 (meters)                     GEOID18
 HP0493  DYNAMIC HEIGHT  -       1816.03  (meters)     5958.1   (feet) COMP
 HP0493  MODELED GRAVITY -    979,391.3   (mgal)                       NAVD 88
 HP0493
 HP0493  VERT ORDER      -  * POSTED, SEE BELOW
 HP0493
 HP0493.The horizontal coordinates were scaled from a map and have
 HP0493.an estimated accuracy of +/- 6 seconds.
 HP0493
 HP0493.The orthometric height was determined by differential leveling
 HP0493.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HP0493
 HP0493.* This is a POSTED BENCH MARK height.
 HP0493
 HP0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 HP0493.GEOID18 height accuracy estimate available here.
 HP0493
 HP0493.Click photographs - Photos may exist for this station.
 HP0493
 HP0493.The dynamic height is computed by dividing the NAVD 88
 HP0493.geopotential number by the normal gravity value computed on the
 HP0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0493.degrees latitude (g = 980.6199 gals.).
 HP0493
 HP0493.The modeled gravity was interpolated from observed gravity values.
 HP0493
 HP0493;                    North         East    Units  Estimated Accuracy
 HP0493;SPC UT S     - 3,108,950.      279,110.      MT  (+/- 180 meters Scaled)
 HP0493
 HP0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB645680(NAD 83)
 HP0493
 HP0493                          SUPERSEDED SURVEY CONTROL
 HP0493
 HP0493.No superseded survey control is available for this station.
 HP0493
 HP0493_MARKER: DD = SURVEY DISK
 HP0493_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0493_STAMPING: 233 DOR 1971 5961
 HP0493_MARK LOGO: USGS
 HP0493_PROJECTION: FLUSH
 HP0493_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0493+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HP0493
 HP0493  HISTORY     - Date     Condition        Report By
 HP0493  HISTORY     - 1971     MONUMENTED       USGS
 HP0493
 HP0493                          STATION DESCRIPTION
 HP0493
 HP0493'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HP0493'FROM THE POST OFFICE IN ENTERPRISE, UTAH, PROCEED 17.5 MILES WEST
 HP0493'ALONG STATE HIGHWAY 75, AT THE NORTHWEST END OF A 24-INCH CORRUGATED
 HP0493'METAL PIPE CULVERT, 60 FEET NORTHWEST AND 1.5 FEET HIGHER THAN THE
 HP0493'ROAD, 2 FEET SOUTHEAST OF A WITNESS, ON A 5/8 INCH COPPER-COATED ROD
 HP0493'ENCASED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0655 ***********************************************************************
 HO0655  DESIGNATION -  234 DOR
 HO0655  PID         -  HO0655
 HO0655  STATE/COUNTY-  UT/IRON
 HO0655  COUNTRY     -  US
 HO0655  USGS QUAD   -  WATER CANYON PEAK (2017)
 HO0655
 HO0655                         *CURRENT SURVEY CONTROL
 HO0655  ______________________________________________________________________
 HO0655* NAD 83(1986) POSITION- 37 37 00.     (N) 113 59 15.     (W)   SCALED
 HO0655* NAVD 88 ORTHO HEIGHT -  1796.670 (meters)     5894.57  (feet) POSTED
 HO0655  ______________________________________________________________________
 HO0655  GEOID HEIGHT    -        -23.432 (meters)                     GEOID18
 HO0655  DYNAMIC HEIGHT  -       1794.56  (meters)     5887.7   (feet) COMP
 HO0655  MODELED GRAVITY -    979,391.2   (mgal)                       NAVD 88
 HO0655
 HO0655  VERT ORDER      -  * POSTED, SEE BELOW
 HO0655
 HO0655.The horizontal coordinates were scaled from a map and have
 HO0655.an estimated accuracy of +/- 6 seconds.
 HO0655
 HO0655.The orthometric height was determined by differential leveling
 HO0655.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0655
 HO0655.* This is a POSTED BENCH MARK height.
 HO0655
 HO0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0655.GEOID18 height accuracy estimate available here.
 HO0655
 HO0655.Click photographs - Photos may exist for this station.
 HO0655
 HO0655.The dynamic height is computed by dividing the NAVD 88
 HO0655.geopotential number by the normal gravity value computed on the
 HO0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0655.degrees latitude (g = 980.6199 gals.).
 HO0655
 HO0655.The modeled gravity was interpolated from observed gravity values.
 HO0655
 HO0655;                    North         East    Units  Estimated Accuracy
 HO0655;SPC UT S     - 3,108,350.      280,420.      MT  (+/- 180 meters Scaled)
 HO0655
 HO0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG363674(NAD 83)
 HO0655
 HO0655                          SUPERSEDED SURVEY CONTROL
 HO0655
 HO0655.No superseded survey control is available for this station.
 HO0655
 HO0655_MARKER: DD = SURVEY DISK
 HO0655_SETTING: 80 = SET IN A BOULDER
 HO0655_STAMPING: 234 DOR 1971 5890
 HO0655_MARK LOGO: USGS
 HO0655_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HO0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0655+STABILITY: SURFACE MOTION
 HO0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0655+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HO0655
 HO0655  HISTORY     - Date     Condition        Report By
 HO0655  HISTORY     - 1971     MONUMENTED       USGS
 HO0655
 HO0655                          STATION DESCRIPTION
 HO0655
 HO0655'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0655'FROM THE POST OFFICE IN ENTERPRISE, UTAH, PROCEED 16.6 MILES WEST
 HO0655'ALONG STATE HIGHWAY 75 TO A GAGING STATION, AT THE EAST EDGE OF A
 HO0655'DRAIN, 75 FEET EAST AND 4 FEET LOWER THAN THE ROAD, 19 FEET WEST OF A
 HO0655'WITNESS, 12 FEET NORTH OF A USGS CREST STAGE GAGES IN THE TOP OF A
 HO0655'MALAPAIS BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0656 ***********************************************************************
 HO0656  DESIGNATION -  235 DOR
 HO0656  PID         -  HO0656
 HO0656  STATE/COUNTY-  UT/IRON
 HO0656  COUNTRY     -  US
 HO0656  USGS QUAD   -  WATER CANYON PEAK (2017)
 HO0656
 HO0656                         *CURRENT SURVEY CONTROL
 HO0656  ______________________________________________________________________
 HO0656* NAD 83(1986) POSITION- 37 36 42.     (N) 113 58 54.     (W)   SCALED
 HO0656* NAVD 88 ORTHO HEIGHT -  1816.145 (meters)     5958.47  (feet) POSTED
 HO0656  ______________________________________________________________________
 HO0656  GEOID HEIGHT    -        -23.432 (meters)                     GEOID18
 HO0656  DYNAMIC HEIGHT  -       1814.01  (meters)     5951.5   (feet) COMP
 HO0656  MODELED GRAVITY -    979,391.8   (mgal)                       NAVD 88
 HO0656
 HO0656  VERT ORDER      -  * POSTED, SEE BELOW
 HO0656
 HO0656.The horizontal coordinates were scaled from a map and have
 HO0656.an estimated accuracy of +/- 6 seconds.
 HO0656
 HO0656.The orthometric height was determined by differential leveling
 HO0656.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0656
 HO0656.* This is a POSTED BENCH MARK height.
 HO0656
 HO0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0656.GEOID18 height accuracy estimate available here.
 HO0656
 HO0656.Click photographs - Photos may exist for this station.
 HO0656
 HO0656.The dynamic height is computed by dividing the NAVD 88
 HO0656.geopotential number by the normal gravity value computed on the
 HO0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0656.degrees latitude (g = 980.6199 gals.).
 HO0656
 HO0656.The modeled gravity was interpolated from observed gravity values.
 HO0656
 HO0656;                    North         East    Units  Estimated Accuracy
 HO0656;SPC UT S     - 3,107,790.      280,920.      MT  (+/- 180 meters Scaled)
 HO0656
 HO0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG368669(NAD 83)
 HO0656
 HO0656                          SUPERSEDED SURVEY CONTROL
 HO0656
 HO0656.No superseded survey control is available for this station.
 HO0656
 HO0656_MARKER: DD = SURVEY DISK
 HO0656_SETTING: 66 = SET IN ROCK OUTCROP
 HO0656_STAMPING: 235 DOR 1971 5954
 HO0656_MARK LOGO: USGS
 HO0656_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HO0656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0656+STABILITY: POSITION/ELEVATION WELL
 HO0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0656+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HO0656
 HO0656  HISTORY     - Date     Condition        Report By
 HO0656  HISTORY     - 1971     MONUMENTED       USGS
 HO0656
 HO0656                          STATION DESCRIPTION
 HO0656
 HO0656'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0656'FROM THE POST OFFICE IN ENTERPRISE, UTAH, PROCEED 16.0 MILES WEST
 HO0656'ALONG STATE HIGHWAY 75 TO A T-ROAD, AT THE TOP OF A RISE AND END OF
 HO0656'PAVEMENT, AT A T-ROAD SOUTH TO PINE PARK, 180 FEET SOUTH OF THE ROAD,
 HO0656'100 FEET EAST OF THE T-ROAD, 2 FEET NORTHWEST OF A WITNESS, IN A
 HO0656'SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0657 ***********************************************************************
 HO0657  DESIGNATION -  236 DOR
 HO0657  PID         -  HO0657
 HO0657  STATE/COUNTY-  UT/IRON
 HO0657  COUNTRY     -  US
 HO0657  USGS QUAD   -  WATER CANYON PEAK (2017)
 HO0657
 HO0657                         *CURRENT SURVEY CONTROL
 HO0657  ______________________________________________________________________
 HO0657* NAD 83(1986) POSITION- 37 36 27.     (N) 113 57 53.     (W)   SCALED
 HO0657* NAVD 88 ORTHO HEIGHT -  1858.887 (meters)     6098.70  (feet) POSTED
 HO0657  ______________________________________________________________________
 HO0657  GEOID HEIGHT    -        -23.401 (meters)                     GEOID18
 HO0657  DYNAMIC HEIGHT  -       1856.72  (meters)     6091.6   (feet) COMP
 HO0657  MODELED GRAVITY -    979,395.5   (mgal)                       NAVD 88
 HO0657
 HO0657  VERT ORDER      -  * POSTED, SEE BELOW
 HO0657
 HO0657.The horizontal coordinates were scaled from a map and have
 HO0657.an estimated accuracy of +/- 6 seconds.
 HO0657
 HO0657.The orthometric height was determined by differential leveling
 HO0657.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0657
 HO0657.* This is a POSTED BENCH MARK height.
 HO0657
 HO0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0657.GEOID18 height accuracy estimate available here.
 HO0657
 HO0657.Click photographs - Photos may exist for this station.
 HO0657
 HO0657.The dynamic height is computed by dividing the NAVD 88
 HO0657.geopotential number by the normal gravity value computed on the
 HO0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0657.degrees latitude (g = 980.6199 gals.).
 HO0657
 HO0657.The modeled gravity was interpolated from observed gravity values.
 HO0657
 HO0657;                    North         East    Units  Estimated Accuracy
 HO0657;SPC UT S     - 3,107,280.      282,400.      MT  (+/- 180 meters Scaled)
 HO0657
 HO0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG382664(NAD 83)
 HO0657
 HO0657                          SUPERSEDED SURVEY CONTROL
 HO0657
 HO0657.No superseded survey control is available for this station.
 HO0657
 HO0657_MARKER: DD = SURVEY DISK
 HO0657_SETTING: 66 = SET IN ROCK OUTCROP
 HO0657_STAMPING: 236 DOR 1971 6095
 HO0657_MARK LOGO: USGS
 HO0657_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HO0657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0657+STABILITY: POSITION/ELEVATION WELL
 HO0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0657+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HO0657
 HO0657  HISTORY     - Date     Condition        Report By
 HO0657  HISTORY     - 1971     MONUMENTED       USGS
 HO0657
 HO0657                          STATION DESCRIPTION
 HO0657
 HO0657'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0657'FROM THE POST OFFICE IN ENTERPRISE, UTAH, PROCEED 15.0 MILES WEST
 HO0657'ALONG STATE HIGHWAY 75, 45 FEET NORTH OF THE ROAD, 22 FEET NORTH OF
 HO0657'THE NORTH END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 3 FEET
 HO0657'SOUTH OF A WITNESS, IN A ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0658 ***********************************************************************
 HO0658  DESIGNATION -  237 DOR
 HO0658  PID         -  HO0658
 HO0658  STATE/COUNTY-  UT/IRON
 HO0658  COUNTRY     -  US
 HO0658  USGS QUAD   -  WATER CANYON PEAK (2017)
 HO0658
 HO0658                         *CURRENT SURVEY CONTROL
 HO0658  ______________________________________________________________________
 HO0658* NAD 83(1986) POSITION- 37 36 30.     (N) 113 56 48.     (W)   SCALED
 HO0658* NAVD 88 ORTHO HEIGHT -  1825.838 (meters)     5990.27  (feet) POSTED
 HO0658  ______________________________________________________________________
 HO0658  GEOID HEIGHT    -        -23.368 (meters)                     GEOID18
 HO0658  DYNAMIC HEIGHT  -       1823.71  (meters)     5983.3   (feet) COMP
 HO0658  MODELED GRAVITY -    979,402.0   (mgal)                       NAVD 88
 HO0658
 HO0658  VERT ORDER      -  * POSTED, SEE BELOW
 HO0658
 HO0658.The horizontal coordinates were scaled from a map and have
 HO0658.an estimated accuracy of +/- 6 seconds.
 HO0658
 HO0658.The orthometric height was determined by differential leveling
 HO0658.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0658
 HO0658.* This is a POSTED BENCH MARK height.
 HO0658
 HO0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0658.GEOID18 height accuracy estimate available here.
 HO0658
 HO0658.Click photographs - Photos may exist for this station.
 HO0658
 HO0658.The dynamic height is computed by dividing the NAVD 88
 HO0658.geopotential number by the normal gravity value computed on the
 HO0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0658.degrees latitude (g = 980.6199 gals.).
 HO0658
 HO0658.The modeled gravity was interpolated from observed gravity values.
 HO0658
 HO0658;                    North         East    Units  Estimated Accuracy
 HO0658;SPC UT S     - 3,107,340.      284,000.      MT  (+/- 180 meters Scaled)
 HO0658
 HO0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG398664(NAD 83)
 HO0658
 HO0658                          SUPERSEDED SURVEY CONTROL
 HO0658
 HO0658.No superseded survey control is available for this station.
 HO0658
 HO0658_MARKER: DD = SURVEY DISK
 HO0658_SETTING: 66 = SET IN ROCK OUTCROP
 HO0658_STAMPING: 237 DOR 1971 5986
 HO0658_MARK LOGO: USGS
 HO0658_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HO0658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0658+STABILITY: POSITION/ELEVATION WELL
 HO0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0658+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HO0658
 HO0658  HISTORY     - Date     Condition        Report By
 HO0658  HISTORY     - 1971     MONUMENTED       USGS
 HO0658
 HO0658                          STATION DESCRIPTION
 HO0658
 HO0658'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0658'FROM THE POST OFFICE IN ENTERPRISE, UTAH, PROCEED 14.0 MILES WEST
 HO0658'ALONG STATE HIGHWAY 75, AT THE SOUTH END OF A DIKE LEADING NORTH, 20
 HO0658'FEET SOUTH OF THE ROAD, 18 FEET NORTH OF A WITNESS, CEMENTED IN THE
 HO0658'BOTTOM OF A SOLID SANDSTONE DITCH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0659 ***********************************************************************
 HO0659  DESIGNATION -  238 DOR
 HO0659  PID         -  HO0659
 HO0659  STATE/COUNTY-  UT/IRON
 HO0659  COUNTRY     -  US
 HO0659  USGS QUAD   -  WATER CANYON PEAK (2017)
 HO0659
 HO0659                         *CURRENT SURVEY CONTROL
 HO0659  ______________________________________________________________________
 HO0659* NAD 83(1986) POSITION- 37 36 28.     (N) 113 55 50.     (W)   SCALED
 HO0659* NAVD 88 ORTHO HEIGHT -  1798.793 (meters)     5901.54  (feet) POSTED
 HO0659  ______________________________________________________________________
 HO0659  GEOID HEIGHT    -        -23.347 (meters)                     GEOID18
 HO0659  DYNAMIC HEIGHT  -       1796.71  (meters)     5894.7   (feet) COMP
 HO0659  MODELED GRAVITY -    979,408.7   (mgal)                       NAVD 88
 HO0659
 HO0659  VERT ORDER      -  * POSTED, SEE BELOW
 HO0659
 HO0659.The horizontal coordinates were scaled from a map and have
 HO0659.an estimated accuracy of +/- 6 seconds.
 HO0659
 HO0659.The orthometric height was determined by differential leveling
 HO0659.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0659
 HO0659.* This is a POSTED BENCH MARK height.
 HO0659
 HO0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0659.GEOID18 height accuracy estimate available here.
 HO0659
 HO0659.Click photographs - Photos may exist for this station.
 HO0659
 HO0659.The dynamic height is computed by dividing the NAVD 88
 HO0659.geopotential number by the normal gravity value computed on the
 HO0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0659.degrees latitude (g = 980.6199 gals.).
 HO0659
 HO0659.The modeled gravity was interpolated from observed gravity values.
 HO0659
 HO0659;                    North         East    Units  Estimated Accuracy
 HO0659;SPC UT S     - 3,107,240.      285,420.      MT  (+/- 180 meters Scaled)
 HO0659
 HO0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG413663(NAD 83)
 HO0659
 HO0659                          SUPERSEDED SURVEY CONTROL
 HO0659
 HO0659.No superseded survey control is available for this station.
 HO0659
 HO0659_MARKER: DD = SURVEY DISK
 HO0659_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0659_STAMPING: 238 DOR 1971 5898
 HO0659_MARK LOGO: USGS
 HO0659_MAGNETIC: I = MARKER IS A STEEL ROD
 HO0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0659+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HO0659
 HO0659  HISTORY     - Date     Condition        Report By
 HO0659  HISTORY     - 1971     MONUMENTED       USGS
 HO0659
 HO0659                          STATION DESCRIPTION
 HO0659
 HO0659'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0659'FROM THE POST OFFICE IN ENTERPRISE, UTAH, PROCEED 13.0 MILES WEST
 HO0659'ALONG STATE HIGHWAY 75, AT A CUT, 160 FEET WEST OF THE NORTHEAST END
 HO0659'OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, 56 FEET NORTHEAST AND 6
 HO0659'FEET HIGHER THAN THE ROAD, 1.5 FEET SOUTH OF A WITNESS, ON A 5/8 INCH
 HO0659'COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED BY A FIBER PIPE AND FLUSH
 HO0659'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0660 ***********************************************************************
 HO0660  DESIGNATION -  239 DOR
 HO0660  PID         -  HO0660
 HO0660  STATE/COUNTY-  UT/WASHINGTON
 HO0660  COUNTRY     -  US
 HO0660  USGS QUAD   -  WATER CANYON PEAK (2017)
 HO0660
 HO0660                         *CURRENT SURVEY CONTROL
 HO0660  ______________________________________________________________________
 HO0660* NAD 83(1986) POSITION- 37 36 15.     (N) 113 55 03.     (W)   SCALED
 HO0660* NAVD 88 ORTHO HEIGHT -  1769.889 (meters)     5806.71  (feet) POSTED
 HO0660  ______________________________________________________________________
 HO0660  GEOID HEIGHT    -        -23.337 (meters)                     GEOID18
 HO0660  DYNAMIC HEIGHT  -       1767.85  (meters)     5800.0   (feet) COMP
 HO0660  MODELED GRAVITY -    979,414.5   (mgal)                       NAVD 88
 HO0660
 HO0660  VERT ORDER      -  * POSTED, SEE BELOW
 HO0660
 HO0660.The horizontal coordinates were scaled from a map and have
 HO0660.an estimated accuracy of +/- 6 seconds.
 HO0660
 HO0660.The orthometric height was determined by differential leveling
 HO0660.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0660
 HO0660.* This is a POSTED BENCH MARK height.
 HO0660
 HO0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0660.GEOID18 height accuracy estimate available here.
 HO0660
 HO0660.Click photographs - Photos may exist for this station.
 HO0660
 HO0660.The dynamic height is computed by dividing the NAVD 88
 HO0660.geopotential number by the normal gravity value computed on the
 HO0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0660.degrees latitude (g = 980.6199 gals.).
 HO0660
 HO0660.The modeled gravity was interpolated from observed gravity values.
 HO0660
 HO0660;                    North         East    Units  Estimated Accuracy
 HO0660;SPC UT S     - 3,106,810.      286,560.      MT  (+/- 180 meters Scaled)
 HO0660
 HO0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG424659(NAD 83)
 HO0660
 HO0660                          SUPERSEDED SURVEY CONTROL
 HO0660
 HO0660.No superseded survey control is available for this station.
 HO0660
 HO0660_MARKER: DD = SURVEY DISK
 HO0660_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HO0660+WITH SETTING: PAVEMENT
 HO0660_SP_SET: CONE
 HO0660_STAMPING: 239 DOR 1971 5803
 HO0660_MARK LOGO: USGS
 HO0660_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HO0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0660+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HO0660
 HO0660  HISTORY     - Date     Condition        Report By
 HO0660  HISTORY     - 1971     MONUMENTED       USGS
 HO0660
 HO0660                          STATION DESCRIPTION
 HO0660
 HO0660'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0660'FROM THE POST OFFICE IN ENTERPRISE, UTAH, PROCEED 12.2 MILES WEST
 HO0660'ALONG STATE HIGHWAY 75, 0.07 MILES EAST OF A CATTLEGUARD, 35 FEET
 HO0660'NORTH AND 6 FEET HIGHER THAN THE ROAD, JUST NORTH OF A SIGN -DIXIE
 HO0660'NATIONAL FOREST-, IN THE TOP OF A 4 X 4 FOOT X 5 FOOT HIGH TRUNCATED
 HO0660'CONCRETE CONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0628 ***********************************************************************
 JO0628  DESIGNATION -  24 DOR
 JO0628  PID         -  JO0628
 JO0628  STATE/COUNTY-  UT/BEAVER
 JO0628  COUNTRY     -  US
 JO0628  USGS QUAD   -  OBSERVATION KNOLL (2017)
 JO0628
 JO0628                         *CURRENT SURVEY CONTROL
 JO0628  ______________________________________________________________________
 JO0628* NAD 83(1986) POSITION- 38 13 07.     (N) 113 40 25.     (W)   SCALED
 JO0628* NAVD 88 ORTHO HEIGHT -  1886.694 (meters)     6189.93  (feet) POSTED
 JO0628  ______________________________________________________________________
 JO0628  GEOID HEIGHT    -        -21.639 (meters)                     GEOID18
 JO0628  DYNAMIC HEIGHT  -       1884.55  (meters)     6182.9   (feet) COMP
 JO0628  MODELED GRAVITY -    979,423.7   (mgal)                       NAVD 88
 JO0628
 JO0628  VERT ORDER      -  * POSTED, SEE BELOW
 JO0628
 JO0628.The horizontal coordinates were scaled from a map and have
 JO0628.an estimated accuracy of +/- 6 seconds.
 JO0628
 JO0628.The orthometric height was determined by differential leveling
 JO0628.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0628
 JO0628.* This is a POSTED BENCH MARK height.
 JO0628
 JO0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0628.GEOID18 height accuracy estimate available here.
 JO0628
 JO0628.Click photographs - Photos may exist for this station.
 JO0628
 JO0628.The dynamic height is computed by dividing the NAVD 88
 JO0628.geopotential number by the normal gravity value computed on the
 JO0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0628.degrees latitude (g = 980.6199 gals.).
 JO0628
 JO0628.The modeled gravity was interpolated from observed gravity values.
 JO0628
 JO0628;                    North         East    Units  Estimated Accuracy
 JO0628;SPC UT S     - 3,174,460.      309,680.      MT  (+/- 180 meters Scaled)
 JO0628
 JO0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH659334(NAD 83)
 JO0628
 JO0628                          SUPERSEDED SURVEY CONTROL
 JO0628
 JO0628.No superseded survey control is available for this station.
 JO0628
 JO0628_MARKER: DB = BENCH MARK DISK
 JO0628_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0628_STAMPING: 24 DOR 1971 6186
 JO0628_MARK LOGO: USGS
 JO0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0628
 JO0628  HISTORY     - Date     Condition        Report By
 JO0628  HISTORY     - 1971     MONUMENTED       USGS
 JO0628
 JO0628                          STATION DESCRIPTION
 JO0628
 JO0628'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0628'41.0 KM (25.50 MI) NW FROM LUND.
 JO0628'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0628'AND PINE VALLEY ROAD, PROCEED 25.5 MILES NORTHWEST ALONG PINE VALLEY
 JO0628'ROAD TO A LARGE CORRAL AND RED HEAD WATER TANK, 22.9 MILES SOUTH OF
 JO0628'STATE HIGHWAY 21, ABOUT 300 FEET WEST AND ACROSS THE ROAD FROM THE
 JO0628'CORRAL, 63 FEET WEST OF THE CENTER OF THE ROAD, 53 FEET NORTH OF A
 JO0628'SMALL FENCED ENCLOSURE.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN
 JO0628'DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JO0628'THE MARK IS 1.7 FT  E FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0383 ***********************************************************************
 LN0383  DESIGNATION -  24 EAM
 LN0383  PID         -  LN0383
 LN0383  STATE/COUNTY-  UT/UINTAH
 LN0383  COUNTRY     -  US
 LN0383  USGS QUAD   -  JENSEN (2017)
 LN0383
 LN0383                         *CURRENT SURVEY CONTROL
 LN0383  ______________________________________________________________________
 LN0383* NAD 83(1986) POSITION- 40 19 54.7    (N) 109 16 51.6    (W)   HD_HELD2
 LN0383* NAVD 88 ORTHO HEIGHT -  1569.624 (meters)     5149.67  (feet) ADJUSTED
 LN0383  ______________________________________________________________________
 LN0383  GEOID HEIGHT    -        -17.107 (meters)                     GEOID18
 LN0383  DYNAMIC HEIGHT  -       1568.197 (meters)     5144.99  (feet) COMP
 LN0383  MODELED GRAVITY -    979,662.0   (mgal)                       NAVD 88
 LN0383
 LN0383  VERT ORDER      -  FIRST     CLASS II
 LN0383
 LN0383.The horizontal coordinates were established by autonomous hand held GPS
 LN0383.observations and have an estimated accuracy of +/- 10 meters.
 LN0383
 LN0383.The orthometric height was determined by differential leveling and
 LN0383.adjusted by the NATIONAL GEODETIC SURVEY
 LN0383.in June 1991.
 LN0383
 LN0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0383.GEOID18 height accuracy estimate available here.
 LN0383
 LN0383.Click photographs - Photos may exist for this station.
 LN0383
 LN0383.The dynamic height is computed by dividing the NAVD 88
 LN0383.geopotential number by the normal gravity value computed on the
 LN0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0383.degrees latitude (g = 980.6199 gals.).
 LN0383
 LN0383.The modeled gravity was interpolated from observed gravity values.
 LN0383
 LN0383;                    North         East    Units  Estimated Accuracy
 LN0383;SPC UT C     - 2,224,216.      688,537.      MT  (+/- 10 meters HH2 GPS)
 LN0383
 LN0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK4602466009(NAD 83)
 LN0383
 LN0383                          SUPERSEDED SURVEY CONTROL
 LN0383
 LN0383.No superseded survey control is available for this station.
 LN0383
 LN0383_MARKER: DB = BENCH MARK DISK
 LN0383_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0383+WITH SETTING: INFORMATION.
 LN0383_STAMPING: 24 EAM 1965 5146
 LN0383_MARK LOGO: USGS
 LN0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0383
 LN0383  HISTORY     - Date     Condition        Report By
 LN0383  HISTORY     - 1965     MONUMENTED       USGS
 LN0383  HISTORY     - 1984     GOOD             NGS
 LN0383
 LN0383                          STATION DESCRIPTION
 LN0383
 LN0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0383'6.6 KM (4.1 MI) EAST FROM JENSEN.
 LN0383'6.6 KM (4.1 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 40 FROM THE POST
 LN0383'OFFICE IN JENSEN, 71.3 M (233.9 FT) EAST-NORTHEAST OF THE CENTERLINE
 LN0383'OF THE HIGHWAY, 8.9 M (29.2 FT) SOUTHEAST OF THE CENTER OF A DIRT
 LN0383'ROAD.  NOTE--ROD PROJECTING 15 CM BUT, THE ACTUAL DEPTH OF THIS ROD IS
 LN0383'NOT KNOWN.
 LN0383'THE MARK IS 0.6 METERS  NW FROM  A WITNESS POST
 LN0383'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0542 ***********************************************************************
 MR0542  DESIGNATION -  24 FMK
 MR0542  PID         -  MR0542
 MR0542  STATE/COUNTY-  UT/WEBER
 MR0542  COUNTRY     -  US
 MR0542  USGS QUAD   -  OGDEN (2017)
 MR0542
 MR0542                         *CURRENT SURVEY CONTROL
 MR0542  ______________________________________________________________________
 MR0542* NAD 83(1986) POSITION- 41 08 11.     (N) 111 53 46.     (W)   SCALED
 MR0542* NAVD 88 ORTHO HEIGHT -  1396.878 (meters)     4582.92  (feet) ADJUSTED
 MR0542  ______________________________________________________________________
 MR0542  GEOID HEIGHT    -        -16.398 (meters)                     GEOID18
 MR0542  DYNAMIC HEIGHT  -       1395.802 (meters)     4579.39  (feet) COMP
 MR0542  MODELED GRAVITY -    979,805.6   (mgal)                       NAVD 88
 MR0542
 MR0542  VERT ORDER      -  FIRST     CLASS II
 MR0542
 MR0542.The horizontal coordinates were scaled from a map and have
 MR0542.an estimated accuracy of +/- 6 seconds.
 MR0542
 MR0542.The orthometric height was determined by differential leveling and
 MR0542.adjusted by the NATIONAL GEODETIC SURVEY
 MR0542.in June 1991.
 MR0542
 MR0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0542.GEOID18 height accuracy estimate available here.
 MR0542
 MR0542.Click photographs - Photos may exist for this station.
 MR0542
 MR0542.The dynamic height is computed by dividing the NAVD 88
 MR0542.geopotential number by the normal gravity value computed on the
 MR0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0542.degrees latitude (g = 980.6199 gals.).
 MR0542
 MR0542.The modeled gravity was interpolated from observed gravity values.
 MR0542
 MR0542;                    North         East    Units  Estimated Accuracy
 MR0542;SPC UT N     - 1,089,260.      466,740.      MT  (+/- 180 meters Scaled)
 MR0542
 MR0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL247542(NAD 83)
 MR0542
 MR0542                          SUPERSEDED SURVEY CONTROL
 MR0542
 MR0542  NGVD 29 (06/08/92) 1395.866  (m)         4579.60   (f) ADJUSTED    1 2
 MR0542
 MR0542.Superseded values are not recommended for survey control.
 MR0542
 MR0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0542.See file dsdata.pdf to determine how the superseded data were derived.
 MR0542
 MR0542_MARKER: DB = BENCH MARK DISK
 MR0542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0542_SP_SET: CONCRETE BARRIER
 MR0542_STAMPING: 24 FMK 1974
 MR0542_MARK LOGO: USGS
 MR0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0542
 MR0542  HISTORY     - Date     Condition        Report By
 MR0542  HISTORY     - 1974     MONUMENTED       USGS
 MR0542  HISTORY     - 1983     GOOD             NGS
 MR0542
 MR0542                          STATION DESCRIPTION
 MR0542
 MR0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0542'15.6 KM (9.7 MI) SOUTH FROM OGDEN.
 MR0542'15.6 KM (9.7 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0542'STATION IN OGDEN, AT THE WEST END OF A CONCRETE BARRIER THAT DIVIDES
 MR0542'THE LANES OF INTERSTATE HIGHWAY 84, 60.0 METERS (196.9 FT) SOUTH OF
 MR0542'THE NEAR RAIL, 8.2 METERS (26.9 FT) SOUTH OF THE CENTERLINE OF THE
 MR0542'WEST BOUND LANES OF THE HIGHWAY, 7.8 METERS (25.6 FT) NORTH OF THE
 MR0542'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, AND 6.9 METERS
 MR0542'(22.6 FT) EAST OF THE WEST END OF THE BARRIER.
 MR0542'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0661 ***********************************************************************
 HO0661  DESIGNATION -  240 DOR
 HO0661  PID         -  HO0661
 HO0661  STATE/COUNTY-  UT/WASHINGTON
 HO0661  COUNTRY     -  US
 HO0661  USGS QUAD   -  WATER CANYON PEAK (2017)
 HO0661
 HO0661                         *CURRENT SURVEY CONTROL
 HO0661  ______________________________________________________________________
 HO0661* NAD 83(1986) POSITION- 37 36 07.     (N) 113 54 03.     (W)   SCALED
 HO0661* NAVD 88 ORTHO HEIGHT -  1719.972 (meters)     5642.94  (feet) POSTED
 HO0661  ______________________________________________________________________
 HO0661  GEOID HEIGHT    -        -23.322 (meters)                     GEOID18
 HO0661  DYNAMIC HEIGHT  -       1717.99  (meters)     5636.4   (feet) COMP
 HO0661  MODELED GRAVITY -    979,419.8   (mgal)                       NAVD 88
 HO0661
 HO0661  VERT ORDER      -  * POSTED, SEE BELOW
 HO0661
 HO0661.The horizontal coordinates were scaled from a map and have
 HO0661.an estimated accuracy of +/- 6 seconds.
 HO0661
 HO0661.The orthometric height was determined by differential leveling
 HO0661.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0661
 HO0661.* This is a POSTED BENCH MARK height.
 HO0661
 HO0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0661.GEOID18 height accuracy estimate available here.
 HO0661
 HO0661.Click photographs - Photos may exist for this station.
 HO0661
 HO0661.The dynamic height is computed by dividing the NAVD 88
 HO0661.geopotential number by the normal gravity value computed on the
 HO0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0661.degrees latitude (g = 980.6199 gals.).
 HO0661
 HO0661.The modeled gravity was interpolated from observed gravity values.
 HO0661
 HO0661;                    North         East    Units  Estimated Accuracy
 HO0661;SPC UT S     - 3,106,520.      288,030.      MT  (+/- 180 meters Scaled)
 HO0661
 HO0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG439656(NAD 83)
 HO0661
 HO0661                          SUPERSEDED SURVEY CONTROL
 HO0661
 HO0661.No superseded survey control is available for this station.
 HO0661
 HO0661_MARKER: DD = SURVEY DISK
 HO0661_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0661_STAMPING: 240 DOR 1971 5639
 HO0661_MARK LOGO: USGS
 HO0661_MAGNETIC: I = MARKER IS A STEEL ROD
 HO0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0661+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HO0661
 HO0661  HISTORY     - Date     Condition        Report By
 HO0661  HISTORY     - 1971     MONUMENTED       USGS
 HO0661
 HO0661                          STATION DESCRIPTION
 HO0661
 HO0661'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0661'FROM THE POST OFFICE IN ENTERPRISE, UTAH, PROCEED 11.0 MILES WEST
 HO0661'ALONG STATE HIGHWAY 75, 0.1 MILE EAST OF A GROUP OF BUILDINGS, 0.08
 HO0661'MILES NORTHWEST OF A WINDMILL, 34 FEET NORTH-NORTHEAST OF THE ROAD,
 HO0661'33 FEET WEST OF A T-FENCE NORTH, 0.5 FEET SOUTH OF A FENCE AND A
 HO0661'WITNESS, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED BY
 HO0661'A FIBER PIPE AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0662 ***********************************************************************
 HO0662  DESIGNATION -  241 DOR
 HO0662  PID         -  HO0662
 HO0662  STATE/COUNTY-  UT/WASHINGTON
 HO0662  COUNTRY     -  US
 HO0662  USGS QUAD   -  WATER CANYON PEAK (2017)
 HO0662
 HO0662                         *CURRENT SURVEY CONTROL
 HO0662  ______________________________________________________________________
 HO0662* NAD 83(1986) POSITION- 37 35 38.     (N) 113 53 11.     (W)   SCALED
 HO0662* NAVD 88 ORTHO HEIGHT -  1707.660 (meters)     5602.55  (feet) POSTED
 HO0662  ______________________________________________________________________
 HO0662  GEOID HEIGHT    -        -23.316 (meters)                     GEOID18
 HO0662  DYNAMIC HEIGHT  -       1705.70  (meters)     5596.1   (feet) COMP
 HO0662  MODELED GRAVITY -    979,423.7   (mgal)                       NAVD 88
 HO0662
 HO0662  VERT ORDER      -  * POSTED, SEE BELOW
 HO0662
 HO0662.The horizontal coordinates were scaled from a map and have
 HO0662.an estimated accuracy of +/- 6 seconds.
 HO0662
 HO0662.The orthometric height was determined by differential leveling
 HO0662.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0662
 HO0662.* This is a POSTED BENCH MARK height.
 HO0662
 HO0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0662.GEOID18 height accuracy estimate available here.
 HO0662
 HO0662.Click photographs - Photos may exist for this station.
 HO0662
 HO0662.The dynamic height is computed by dividing the NAVD 88
 HO0662.geopotential number by the normal gravity value computed on the
 HO0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0662.degrees latitude (g = 980.6199 gals.).
 HO0662
 HO0662.The modeled gravity was interpolated from observed gravity values.
 HO0662
 HO0662;                    North         East    Units  Estimated Accuracy
 HO0662;SPC UT S     - 3,105,600.      289,280.      MT  (+/- 180 meters Scaled)
 HO0662
 HO0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG451646(NAD 83)
 HO0662
 HO0662                          SUPERSEDED SURVEY CONTROL
 HO0662
 HO0662  NGVD 29 (??/??/92) 1706.56   (m)         5598.9    (f) COMPUTED    2 0
 HO0662
 HO0662.Superseded values are not recommended for survey control.
 HO0662
 HO0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0662.See file dsdata.pdf to determine how the superseded data were derived.
 HO0662
 HO0662_MARKER: DD = SURVEY DISK
 HO0662_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0662_STAMPING: 241 DOR 1971 5599
 HO0662_MARK LOGO: USGS
 HO0662_PROJECTION: FLUSH
 HO0662_MAGNETIC: I = MARKER IS A STEEL ROD
 HO0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0662+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HO0662
 HO0662  HISTORY     - Date     Condition        Report By
 HO0662  HISTORY     - 1971     MONUMENTED       USGS
 HO0662
 HO0662                          STATION DESCRIPTION
 HO0662
 HO0662'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0662'FROM THE POST OFFICE IN ENTERPRISE, UTAH, PROCEED 9.9 MILES WEST
 HO0662'ALONG STATE HIGHWAY 75, 58 FEET NORTH AND 2 FEET LOWER THAN THE ROAD,
 HO0662'15 FEET WEST OF A FENCE CORNER, 0.5 FEET SOUTH OF A FENCE AND A
 HO0662'WITNESS, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED BY
 HO0662'A FIBER PIPE AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0663 ***********************************************************************
 HO0663  DESIGNATION -  242 DOR
 HO0663  PID         -  HO0663
 HO0663  STATE/COUNTY-  UT/WASHINGTON
 HO0663  COUNTRY     -  US
 HO0663  USGS QUAD   -  HEBRON (2017)
 HO0663
 HO0663                         *CURRENT SURVEY CONTROL
 HO0663  ______________________________________________________________________
 HO0663* NAD 83(1986) POSITION- 37 35 05.     (N) 113 52 10.     (W)   SCALED
 HO0663* NAVD 88 ORTHO HEIGHT -  1699.495 (meters)     5575.76  (feet) POSTED
 HO0663  ______________________________________________________________________
 HO0663  GEOID HEIGHT    -        -23.313 (meters)                     GEOID18
 HO0663  DYNAMIC HEIGHT  -       1697.56  (meters)     5569.4   (feet) COMP
 HO0663  MODELED GRAVITY -    979,432.6   (mgal)                       NAVD 88
 HO0663
 HO0663  VERT ORDER      -  * POSTED, SEE BELOW
 HO0663
 HO0663.The horizontal coordinates were scaled from a map and have
 HO0663.an estimated accuracy of +/- 6 seconds.
 HO0663
 HO0663.The orthometric height was determined by differential leveling
 HO0663.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0663
 HO0663.* This is a POSTED BENCH MARK height.
 HO0663
 HO0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0663.GEOID18 height accuracy estimate available here.
 HO0663
 HO0663.Click photographs - Photos may exist for this station.
 HO0663
 HO0663.The dynamic height is computed by dividing the NAVD 88
 HO0663.geopotential number by the normal gravity value computed on the
 HO0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0663.degrees latitude (g = 980.6199 gals.).
 HO0663
 HO0663.The modeled gravity was interpolated from observed gravity values.
 HO0663
 HO0663;                    North         East    Units  Estimated Accuracy
 HO0663;SPC UT S     - 3,104,540.      290,750.      MT  (+/- 180 meters Scaled)
 HO0663
 HO0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG466636(NAD 83)
 HO0663
 HO0663                          SUPERSEDED SURVEY CONTROL
 HO0663
 HO0663  NGVD 29 (??/??/92) 1698.40   (m)         5572.2    (f) COMPUTED    2 0
 HO0663
 HO0663.Superseded values are not recommended for survey control.
 HO0663
 HO0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0663.See file dsdata.pdf to determine how the superseded data were derived.
 HO0663
 HO0663_MARKER: DD = SURVEY DISK
 HO0663_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0663_STAMPING: 242 DOR 1971 5572
 HO0663_MARK LOGO: USGS
 HO0663_PROJECTION: FLUSH
 HO0663_MAGNETIC: I = MARKER IS A STEEL ROD
 HO0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0663+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HO0663
 HO0663  HISTORY     - Date     Condition        Report By
 HO0663  HISTORY     - 1971     MONUMENTED       USGS
 HO0663
 HO0663                          STATION DESCRIPTION
 HO0663
 HO0663'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0663'FROM THE POST OFFICE IN ENTERPRISE, UTAH, PROCEED 8.8 MILES WEST
 HO0663'ALONG STATE HIGHWAY 75, 0.2 MILES WEST OF A QUANSET HUT, 180 FEET
 HO0663'EAST OF A T-FENCE NORTH, 50 FEET NORTH AND 2 FEET LOWER THAN THE
 HO0663'ROAD, 1 FOOT SOUTH OF A FENCE AND WITNESS, ON A 5/8 INCH
 HO0663'COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED BY A FIBER PIPE AND FLUSH
 HO0663'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0664 ***********************************************************************
 HO0664  DESIGNATION -  243 DOR
 HO0664  PID         -  HO0664
 HO0664  STATE/COUNTY-  UT/WASHINGTON
 HO0664  COUNTRY     -  US
 HO0664  USGS QUAD   -  HEBRON (2017)
 HO0664
 HO0664                         *CURRENT SURVEY CONTROL
 HO0664  ______________________________________________________________________
 HO0664* NAD 83(1986) POSITION- 37 34 52.     (N) 113 51 21.     (W)   SCALED
 HO0664* NAVD 88 ORTHO HEIGHT -  1683.237 (meters)     5522.42  (feet) POSTED
 HO0664  ______________________________________________________________________
 HO0664  GEOID HEIGHT    -        -23.308 (meters)                     GEOID18
 HO0664  DYNAMIC HEIGHT  -       1681.32  (meters)     5516.1   (feet) COMP
 HO0664  MODELED GRAVITY -    979,432.6   (mgal)                       NAVD 88
 HO0664
 HO0664  VERT ORDER      -  * POSTED, SEE BELOW
 HO0664
 HO0664.The horizontal coordinates were scaled from a map and have
 HO0664.an estimated accuracy of +/- 6 seconds.
 HO0664
 HO0664.The orthometric height was determined by differential leveling
 HO0664.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0664
 HO0664.* This is a POSTED BENCH MARK height.
 HO0664
 HO0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0664.GEOID18 height accuracy estimate available here.
 HO0664
 HO0664.Click photographs - Photos may exist for this station.
 HO0664
 HO0664.The dynamic height is computed by dividing the NAVD 88
 HO0664.geopotential number by the normal gravity value computed on the
 HO0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0664.degrees latitude (g = 980.6199 gals.).
 HO0664
 HO0664.The modeled gravity was interpolated from observed gravity values.
 HO0664
 HO0664;                    North         East    Units  Estimated Accuracy
 HO0664;SPC UT S     - 3,104,110.      291,940.      MT  (+/- 180 meters Scaled)
 HO0664
 HO0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG478631(NAD 83)
 HO0664
 HO0664                          SUPERSEDED SURVEY CONTROL
 HO0664
 HO0664  NGVD 29 (??/??/92) 1682.14   (m)         5518.8    (f) COMPUTED    2 0
 HO0664
 HO0664.Superseded values are not recommended for survey control.
 HO0664
 HO0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0664.See file dsdata.pdf to determine how the superseded data were derived.
 HO0664
 HO0664_MARKER: DD = SURVEY DISK
 HO0664_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0664_STAMPING: 243 DOR 1971 5518
 HO0664_MARK LOGO: USGS
 HO0664_PROJECTION: FLUSH
 HO0664_MAGNETIC: I = MARKER IS A STEEL ROD
 HO0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0664+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HO0664
 HO0664  HISTORY     - Date     Condition        Report By
 HO0664  HISTORY     - 1971     MONUMENTED       USGS
 HO0664
 HO0664                          STATION DESCRIPTION
 HO0664
 HO0664'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0664'FROM THE POST OFFICE IN ENTERPRISE, UTAH, PROCEED 8.1 MILES WEST
 HO0664'ALONG STATE HIGHWAY 75 TO A DIKE, 150 FEET SOUTH OF THE SOUTHEAST END
 HO0664'OF THE DIKE, 45 FEET SOUTH OF THE ROAD, 1 FOOT NORTH OF A FENCE AND
 HO0664'WITNESS, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED BY
 HO0664'A FIBER PIPE AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0665 ***********************************************************************
 HO0665  DESIGNATION -  244 DOR
 HO0665  PID         -  HO0665
 HO0665  STATE/COUNTY-  UT/WASHINGTON
 HO0665  COUNTRY     -  US
 HO0665  USGS QUAD   -  HEBRON (2017)
 HO0665
 HO0665                         *CURRENT SURVEY CONTROL
 HO0665  ______________________________________________________________________
 HO0665* NAD 83(1986) POSITION- 37 34 38.     (N) 113 50 18.     (W)   SCALED
 HO0665* NAVD 88 ORTHO HEIGHT -  1679.429 (meters)     5509.93  (feet) POSTED
 HO0665  ______________________________________________________________________
 HO0665  GEOID HEIGHT    -        -23.302 (meters)                     GEOID18
 HO0665  DYNAMIC HEIGHT  -       1677.52  (meters)     5503.7   (feet) COMP
 HO0665  MODELED GRAVITY -    979,435.9   (mgal)                       NAVD 88
 HO0665
 HO0665  VERT ORDER      -  * POSTED, SEE BELOW
 HO0665
 HO0665.The horizontal coordinates were scaled from a map and have
 HO0665.an estimated accuracy of +/- 6 seconds.
 HO0665
 HO0665.The orthometric height was determined by differential leveling
 HO0665.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0665
 HO0665.* This is a POSTED BENCH MARK height.
 HO0665
 HO0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0665.GEOID18 height accuracy estimate available here.
 HO0665
 HO0665.Click photographs - Photos may exist for this station.
 HO0665
 HO0665.The dynamic height is computed by dividing the NAVD 88
 HO0665.geopotential number by the normal gravity value computed on the
 HO0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0665.degrees latitude (g = 980.6199 gals.).
 HO0665
 HO0665.The modeled gravity was interpolated from observed gravity values.
 HO0665
 HO0665;                    North         East    Units  Estimated Accuracy
 HO0665;SPC UT S     - 3,103,640.      293,480.      MT  (+/- 180 meters Scaled)
 HO0665
 HO0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG493626(NAD 83)
 HO0665
 HO0665                          SUPERSEDED SURVEY CONTROL
 HO0665
 HO0665  NGVD 29 (??/??/92) 1678.34   (m)         5506.4    (f) COMPUTED    2 0
 HO0665
 HO0665.Superseded values are not recommended for survey control.
 HO0665
 HO0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0665.See file dsdata.pdf to determine how the superseded data were derived.
 HO0665
 HO0665_MARKER: DD = SURVEY DISK
 HO0665_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0665_STAMPING: 244 DOR 1971 5506
 HO0665_MARK LOGO: USGS
 HO0665_PROJECTION: FLUSH
 HO0665_MAGNETIC: I = MARKER IS A STEEL ROD
 HO0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0665+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HO0665
 HO0665  HISTORY     - Date     Condition        Report By
 HO0665  HISTORY     - 1971     MONUMENTED       USGS
 HO0665
 HO0665                          STATION DESCRIPTION
 HO0665
 HO0665'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0665'FROM THE POST OFFICE IN ENTERPRISE, UTAH, PROCEED 7.0 MILES WEST
 HO0665'ALONG STATE HIGHWAY 75, 40 FEET SOUTH-SOUTHWEST AND 2 FEET HIGHER
 HO0665'THAN THE ROAD, 28 FEET WEST OF A SMALL LONE JUNIPER TREE, 1 FOOT
 HO0665'NORTH OF A FENCE AND WITNESS, ON A 5/8 INCH COPPER-COATED ROD DRIVEN
 HO0665'TO REFUSAL ENCASED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0667 ***********************************************************************
 HO0667  DESIGNATION -  245 DOR
 HO0667  PID         -  HO0667
 HO0667  STATE/COUNTY-  UT/WASHINGTON
 HO0667  COUNTRY     -  US
 HO0667  USGS QUAD   -  HEBRON (2017)
 HO0667
 HO0667                         *CURRENT SURVEY CONTROL
 HO0667  ______________________________________________________________________
 HO0667* NAD 83(1986) POSITION- 37 34 28.     (N) 113 48 13.     (W)   SCALED
 HO0667* NAVD 88 ORTHO HEIGHT -  1658.816 (meters)     5442.30  (feet) POSTED
 HO0667  ______________________________________________________________________
 HO0667  GEOID HEIGHT    -        -23.278 (meters)                     GEOID18
 HO0667  DYNAMIC HEIGHT  -       1656.93  (meters)     5436.1   (feet) COMP
 HO0667  MODELED GRAVITY -    979,434.2   (mgal)                       NAVD 88
 HO0667
 HO0667  VERT ORDER      -  * POSTED, SEE BELOW
 HO0667
 HO0667.The horizontal coordinates were scaled from a map and have
 HO0667.an estimated accuracy of +/- 6 seconds.
 HO0667
 HO0667.The orthometric height was determined by differential leveling
 HO0667.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0667
 HO0667.* This is a POSTED BENCH MARK height.
 HO0667
 HO0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0667.GEOID18 height accuracy estimate available here.
 HO0667
 HO0667.Click photographs - Photos may exist for this station.
 HO0667
 HO0667.The dynamic height is computed by dividing the NAVD 88
 HO0667.geopotential number by the normal gravity value computed on the
 HO0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0667.degrees latitude (g = 980.6199 gals.).
 HO0667
 HO0667.The modeled gravity was interpolated from observed gravity values.
 HO0667
 HO0667;                    North         East    Units  Estimated Accuracy
 HO0667;SPC UT S     - 3,103,250.      296,530.      MT  (+/- 180 meters Scaled)
 HO0667
 HO0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG524622(NAD 83)
 HO0667
 HO0667                          SUPERSEDED SURVEY CONTROL
 HO0667
 HO0667  NGVD 29 (??/??/92) 1657.71   (m)         5438.7    (f) COMPUTED    2 0
 HO0667
 HO0667.Superseded values are not recommended for survey control.
 HO0667
 HO0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0667.See file dsdata.pdf to determine how the superseded data were derived.
 HO0667
 HO0667_MARKER: DD = SURVEY DISK
 HO0667_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0667_STAMPING: 245 DOR 1971 5438
 HO0667_MARK LOGO: USGS
 HO0667_PROJECTION: FLUSH
 HO0667_MAGNETIC: I = MARKER IS A STEEL ROD
 HO0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0667+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HO0667
 HO0667  HISTORY     - Date     Condition        Report By
 HO0667  HISTORY     - 1971     MONUMENTED       USGS
 HO0667
 HO0667                          STATION DESCRIPTION
 HO0667
 HO0667'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0667'FROM THE POST OFFICE IN ENTERPRISE, UTAH, PROCEED 5.0 MILES WEST
 HO0667'ALONG STATE HIGHWAY 75, AT THE END OF A TANGENT, 36 FEET SOUTHWEST
 HO0667'AND 2 FEET HIGHER THAN THE ROAD, 0.5 FEET NORTHEAST OF A FENCE AND
 HO0667'WITNESS, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED BY
 HO0667'A FIBER PIPE AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0668 ***********************************************************************
 HO0668  DESIGNATION -  246 DOR
 HO0668  PID         -  HO0668
 HO0668  STATE/COUNTY-  UT/WASHINGTON
 HO0668  COUNTRY     -  US
 HO0668  USGS QUAD   -  HEBRON (2017)
 HO0668
 HO0668                         *CURRENT SURVEY CONTROL
 HO0668  ______________________________________________________________________
 HO0668* NAD 83(1986) POSITION- 37 34 14.     (N) 113 47 21.     (W)   SCALED
 HO0668* NAVD 88 ORTHO HEIGHT -  1648.366 (meters)     5408.01  (feet) POSTED
 HO0668  ______________________________________________________________________
 HO0668  GEOID HEIGHT    -        -23.284 (meters)                     GEOID18
 HO0668  DYNAMIC HEIGHT  -       1646.50  (meters)     5401.9   (feet) COMP
 HO0668  MODELED GRAVITY -    979,439.9   (mgal)                       NAVD 88
 HO0668
 HO0668  VERT ORDER      -  * POSTED, SEE BELOW
 HO0668
 HO0668.The horizontal coordinates were scaled from a map and have
 HO0668.an estimated accuracy of +/- 6 seconds.
 HO0668
 HO0668.The orthometric height was determined by differential leveling
 HO0668.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0668
 HO0668.* This is a POSTED BENCH MARK height.
 HO0668
 HO0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0668.GEOID18 height accuracy estimate available here.
 HO0668
 HO0668.Click photographs - Photos may exist for this station.
 HO0668
 HO0668.The dynamic height is computed by dividing the NAVD 88
 HO0668.geopotential number by the normal gravity value computed on the
 HO0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0668.degrees latitude (g = 980.6199 gals.).
 HO0668
 HO0668.The modeled gravity was interpolated from observed gravity values.
 HO0668
 HO0668;                    North         East    Units  Estimated Accuracy
 HO0668;SPC UT S     - 3,102,790.      297,800.      MT  (+/- 180 meters Scaled)
 HO0668
 HO0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG536618(NAD 83)
 HO0668
 HO0668                          SUPERSEDED SURVEY CONTROL
 HO0668
 HO0668  NGVD 29 (??/??/92) 1647.27   (m)         5404.4    (f) COMPUTED    2 0
 HO0668
 HO0668.Superseded values are not recommended for survey control.
 HO0668
 HO0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0668.See file dsdata.pdf to determine how the superseded data were derived.
 HO0668
 HO0668_MARKER: DD = SURVEY DISK
 HO0668_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0668_STAMPING: 246 DOR 1971 5404
 HO0668_MARK LOGO: USGS
 HO0668_PROJECTION: FLUSH
 HO0668_MAGNETIC: I = MARKER IS A STEEL ROD
 HO0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0668+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HO0668
 HO0668  HISTORY     - Date     Condition        Report By
 HO0668  HISTORY     - 1971     MONUMENTED       USGS
 HO0668
 HO0668                          STATION DESCRIPTION
 HO0668
 HO0668'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0668'FROM THE POST OFFICE IN ENTERPRISE, UTAH, PROCEED 4.2 MILES WEST
 HO0668'ALONG STATE HIGHWAY 75, TO THE CROSSING OF A SMALL CANAL, 0.04 MILES
 HO0668'EAST OF THE NORTHWEST END OF A 48-INCH CORRUGATED METAL PIPE CULVERT,
 HO0668'50 FEET NORTH-NORTHEAST AND 1 FOOT LOWER THAN THE ROAD, 1 FOOT
 HO0668'SOUTHWEST OF A WITNESS, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO
 HO0668'REFUSAL ENCASED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0669 ***********************************************************************
 HO0669  DESIGNATION -  247 DOR
 HO0669  PID         -  HO0669
 HO0669  STATE/COUNTY-  UT/WASHINGTON
 HO0669  COUNTRY     -  US
 HO0669  USGS QUAD   -  HEBRON (2017)
 HO0669
 HO0669                         *CURRENT SURVEY CONTROL
 HO0669  ______________________________________________________________________
 HO0669* NAD 83(1986) POSITION- 37 33 55.     (N) 113 46 21.     (W)   SCALED
 HO0669* NAVD 88 ORTHO HEIGHT -  1643.636 (meters)     5392.50  (feet) POSTED
 HO0669  ______________________________________________________________________
 HO0669  GEOID HEIGHT    -        -23.296 (meters)                     GEOID18
 HO0669  DYNAMIC HEIGHT  -       1641.77  (meters)     5386.4   (feet) COMP
 HO0669  MODELED GRAVITY -    979,434.7   (mgal)                       NAVD 88
 HO0669
 HO0669  VERT ORDER      -  * POSTED, SEE BELOW
 HO0669
 HO0669.The horizontal coordinates were scaled from a map and have
 HO0669.an estimated accuracy of +/- 6 seconds.
 HO0669
 HO0669.The orthometric height was determined by differential leveling
 HO0669.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0669
 HO0669.* This is a POSTED BENCH MARK height.
 HO0669
 HO0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0669.GEOID18 height accuracy estimate available here.
 HO0669
 HO0669.Click photographs - Photos may exist for this station.
 HO0669
 HO0669.The dynamic height is computed by dividing the NAVD 88
 HO0669.geopotential number by the normal gravity value computed on the
 HO0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0669.degrees latitude (g = 980.6199 gals.).
 HO0669
 HO0669.The modeled gravity was interpolated from observed gravity values.
 HO0669
 HO0669;                    North         East    Units  Estimated Accuracy
 HO0669;SPC UT S     - 3,102,170.      299,260.      MT  (+/- 180 meters Scaled)
 HO0669
 HO0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG551611(NAD 83)
 HO0669
 HO0669                          SUPERSEDED SURVEY CONTROL
 HO0669
 HO0669  NGVD 29 (??/??/92) 1642.54   (m)         5388.9    (f) COMPUTED    2 0
 HO0669
 HO0669.Superseded values are not recommended for survey control.
 HO0669
 HO0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0669.See file dsdata.pdf to determine how the superseded data were derived.
 HO0669
 HO0669_MARKER: DD = SURVEY DISK
 HO0669_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0669_STAMPING: 247 DOR 1971 5389
 HO0669_MARK LOGO: USGS
 HO0669_PROJECTION: FLUSH
 HO0669_MAGNETIC: I = MARKER IS A STEEL ROD
 HO0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0669+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HO0669
 HO0669  HISTORY     - Date     Condition        Report By
 HO0669  HISTORY     - 1971     MONUMENTED       USGS
 HO0669
 HO0669                          STATION DESCRIPTION
 HO0669
 HO0669'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0669'FROM THE POST OFFICE IN ENTERPRISE, GO 3.1 MILES WEST ALONG STATE
 HO0669'HIGHWAY 75, 83 FEET SOUTH OF THE ROAD, 50 FEET WEST OF THE CENTER OF
 HO0669'DRAIN, 8 FEET WEST OF A POWERPOLE WITH GUY WIRE AND TRANSFORMERS, 2
 HO0669'FEET NORTHEAST OF A WITNESS, ON A 5/8 INCH COPPER-COATED ROD DRIVEN
 HO0669'TO REFUSAL ENCASED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0670 ***********************************************************************
 HO0670  DESIGNATION -  248 DOR
 HO0670  PID         -  HO0670
 HO0670  STATE/COUNTY-  UT/WASHINGTON
 HO0670  COUNTRY     -  US
 HO0670  USGS QUAD   -  HEBRON (2017)
 HO0670
 HO0670                         *CURRENT SURVEY CONTROL
 HO0670  ______________________________________________________________________
 HO0670* NAD 83(1986) POSITION- 37 34 17.     (N) 113 45 20.     (W)   SCALED
 HO0670* NAVD 88 ORTHO HEIGHT -  1632.627 (meters)     5356.38  (feet) POSTED
 HO0670  ______________________________________________________________________
 HO0670  GEOID HEIGHT    -        -23.280 (meters)                     GEOID18
 HO0670  DYNAMIC HEIGHT  -       1630.76  (meters)     5350.3   (feet) COMP
 HO0670  MODELED GRAVITY -    979,428.2   (mgal)                       NAVD 88
 HO0670
 HO0670  VERT ORDER      -  * POSTED, SEE BELOW
 HO0670
 HO0670.The horizontal coordinates were scaled from a map and have
 HO0670.an estimated accuracy of +/- 6 seconds.
 HO0670
 HO0670.The orthometric height was determined by differential leveling
 HO0670.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0670
 HO0670.* This is a POSTED BENCH MARK height.
 HO0670
 HO0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0670.GEOID18 height accuracy estimate available here.
 HO0670
 HO0670.Click photographs - Photos may exist for this station.
 HO0670
 HO0670.The dynamic height is computed by dividing the NAVD 88
 HO0670.geopotential number by the normal gravity value computed on the
 HO0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0670.degrees latitude (g = 980.6199 gals.).
 HO0670
 HO0670.The modeled gravity was interpolated from observed gravity values.
 HO0670
 HO0670;                    North         East    Units  Estimated Accuracy
 HO0670;SPC UT S     - 3,102,810.      300,770.      MT  (+/- 180 meters Scaled)
 HO0670
 HO0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG566618(NAD 83)
 HO0670
 HO0670                          SUPERSEDED SURVEY CONTROL
 HO0670
 HO0670  NGVD 29 (??/??/92) 1631.52   (m)         5352.7    (f) COMPUTED    2 0
 HO0670
 HO0670.Superseded values are not recommended for survey control.
 HO0670
 HO0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0670.See file dsdata.pdf to determine how the superseded data were derived.
 HO0670
 HO0670_MARKER: DD = SURVEY DISK
 HO0670_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0670_STAMPING: 248 DOR 1971 5352
 HO0670_MARK LOGO: USGS
 HO0670_PROJECTION: FLUSH
 HO0670_MAGNETIC: I = MARKER IS A STEEL ROD
 HO0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0670+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HO0670
 HO0670  HISTORY     - Date     Condition        Report By
 HO0670  HISTORY     - 1971     MONUMENTED       USGS
 HO0670
 HO0670                          STATION DESCRIPTION
 HO0670
 HO0670'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0670'FROM THE POST OFFICE IN ENTERPRISE, UTAH, PROCEED 2.1 MILES WEST
 HO0670'ALONG STATE HIGHWAY 75, TO THE CROSSING OF A CANAL, 0.04 MILES EAST
 HO0670'OF THE SOUTHEAST END OF A 48-INCH CORRUGATED METAL PIPE CULVERT, 32
 HO0670'FEET SOUTHEAST AND 1 FOOT HIGHER THAN ROAD, 10 FEET SOUTHWEST OF
 HO0670'POWERPOLE, 2 FEET NORTHEAST OF A WITNESS, ON A 5/8 INCH COPPER-COATED
 HO0670'ROD DRIVEN TO REFUSAL ENCASED BY A FIBER PIPE AND FLUSH WITH THE
 HO0670'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0672 ***********************************************************************
 HO0672  DESIGNATION -  249 DOR
 HO0672  PID         -  HO0672
 HO0672  STATE/COUNTY-  UT/WASHINGTON
 HO0672  COUNTRY     -  US
 HO0672  USGS QUAD   -  ENTERPRISE (2017)
 HO0672
 HO0672                         *CURRENT SURVEY CONTROL
 HO0672  ______________________________________________________________________
 HO0672* NAD 83(1986) POSITION- 37 34 24.     (N) 113 44 21.     (W)   SCALED
 HO0672* NAVD 88 ORTHO HEIGHT -  1623.179 (meters)     5325.38  (feet) POSTED
 HO0672  ______________________________________________________________________
 HO0672  GEOID HEIGHT    -        -23.271 (meters)                     GEOID18
 HO0672  DYNAMIC HEIGHT  -       1621.32  (meters)     5319.3   (feet) COMP
 HO0672  MODELED GRAVITY -    979,426.7   (mgal)                       NAVD 88
 HO0672
 HO0672  VERT ORDER      -  * POSTED, SEE BELOW
 HO0672
 HO0672.The horizontal coordinates were scaled from a map and have
 HO0672.an estimated accuracy of +/- 6 seconds.
 HO0672
 HO0672.The orthometric height was determined by differential leveling
 HO0672.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0672
 HO0672.* This is a POSTED BENCH MARK height.
 HO0672
 HO0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0672.GEOID18 height accuracy estimate available here.
 HO0672
 HO0672.Click photographs - Photos may exist for this station.
 HO0672
 HO0672.The dynamic height is computed by dividing the NAVD 88
 HO0672.geopotential number by the normal gravity value computed on the
 HO0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0672.degrees latitude (g = 980.6199 gals.).
 HO0672
 HO0672.The modeled gravity was interpolated from observed gravity values.
 HO0672
 HO0672;                    North         East    Units  Estimated Accuracy
 HO0672;SPC UT S     - 3,102,990.      302,220.      MT  (+/- 180 meters Scaled)
 HO0672
 HO0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG580620(NAD 83)
 HO0672
 HO0672                          SUPERSEDED SURVEY CONTROL
 HO0672
 HO0672  NGVD 29 (??/??/92) 1622.06   (m)         5321.7    (f) COMPUTED    2 0
 HO0672
 HO0672.Superseded values are not recommended for survey control.
 HO0672
 HO0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0672.See file dsdata.pdf to determine how the superseded data were derived.
 HO0672
 HO0672_MARKER: DD = SURVEY DISK
 HO0672_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0672_STAMPING: 249 DOR 1971
 HO0672_MARK LOGO: USGS
 HO0672_PROJECTION: FLUSH
 HO0672_MAGNETIC: I = MARKER IS A STEEL ROD
 HO0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0672+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HO0672
 HO0672  HISTORY     - Date     Condition        Report By
 HO0672  HISTORY     - 1971     MONUMENTED       USGS
 HO0672
 HO0672                          STATION DESCRIPTION
 HO0672
 HO0672'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 HO0672'FROM THE POST OFFICE IN ENTERPRISE, UTAH, PROCEED 1.0 MILE WEST ALONG
 HO0672'STATE HIGHWAY 75, 145 FEET EAST OF A ROCK WITH A CHISELED SQUARE, 57
 HO0672'FEET SOUTH AND 1 FOOT LOWER THAN THE ROAD, 0.5 FEET NORTH OF A FENCE
 HO0672'AND WITNESS, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED
 HO0672'BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0627 ***********************************************************************
 JO0627  DESIGNATION -  25 DOR
 JO0627  PID         -  JO0627
 JO0627  STATE/COUNTY-  UT/BEAVER
 JO0627  COUNTRY     -  US
 JO0627  USGS QUAD   -  OBSERVATION KNOLL (2017)
 JO0627
 JO0627                         *CURRENT SURVEY CONTROL
 JO0627  ______________________________________________________________________
 JO0627* NAD 83(1986) POSITION- 38 12 40.     (N) 113 40 06.     (W)   SCALED
 JO0627* NAVD 88 ORTHO HEIGHT -  1900.278 (meters)     6234.50  (feet) POSTED
 JO0627  ______________________________________________________________________
 JO0627  GEOID HEIGHT    -        -21.648 (meters)                     GEOID18
 JO0627  DYNAMIC HEIGHT  -       1898.11  (meters)     6227.4   (feet) COMP
 JO0627  MODELED GRAVITY -    979,422.8   (mgal)                       NAVD 88
 JO0627
 JO0627  VERT ORDER      -  * POSTED, SEE BELOW
 JO0627
 JO0627.The horizontal coordinates were scaled from a map and have
 JO0627.an estimated accuracy of +/- 6 seconds.
 JO0627
 JO0627.The orthometric height was determined by differential leveling
 JO0627.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0627
 JO0627.* This is a POSTED BENCH MARK height.
 JO0627
 JO0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0627.GEOID18 height accuracy estimate available here.
 JO0627
 JO0627.Click photographs - Photos may exist for this station.
 JO0627
 JO0627.The dynamic height is computed by dividing the NAVD 88
 JO0627.geopotential number by the normal gravity value computed on the
 JO0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0627.degrees latitude (g = 980.6199 gals.).
 JO0627
 JO0627.The modeled gravity was interpolated from observed gravity values.
 JO0627
 JO0627;                    North         East    Units  Estimated Accuracy
 JO0627;SPC UT S     - 3,173,610.      310,120.      MT  (+/- 180 meters Scaled)
 JO0627
 JO0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH663326(NAD 83)
 JO0627
 JO0627                          SUPERSEDED SURVEY CONTROL
 JO0627
 JO0627.No superseded survey control is available for this station.
 JO0627
 JO0627_MARKER: DB = BENCH MARK DISK
 JO0627_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0627_STAMPING: 25 DOR 1971
 JO0627_MARK LOGO: USGS
 JO0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0627
 JO0627  HISTORY     - Date     Condition        Report By
 JO0627  HISTORY     - 1971     MONUMENTED       USGS
 JO0627
 JO0627                          STATION DESCRIPTION
 JO0627
 JO0627'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0627'39.9 KM (24.80 MI) NW FROM LUND.
 JO0627'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0627'AND PINE VALLEY ROAD, PROCEED 24.8 MILES NORTHWEST ALONG PINE VALLEY
 JO0627'ROAD TO JOCKEYS ROAD EAST, 347 FEET EAST OF THE CENTER OF THE ROAD
 JO0627'NORTH, 52 FEET SOUTH OF THE CENTER OF THE ROAD EAST.  A COPPER-CLAD
 JO0627'STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3
 JO0627'INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0384 ***********************************************************************
 LN0384  DESIGNATION -  25 EAM
 LN0384  PID         -  LN0384
 LN0384  STATE/COUNTY-  UT/UINTAH
 LN0384  COUNTRY     -  US
 LN0384  USGS QUAD   -  JENSEN (2017)
 LN0384
 LN0384                         *CURRENT SURVEY CONTROL
 LN0384  ______________________________________________________________________
 LN0384* NAD 83(1986) POSITION- 40 19 26.5    (N) 109 15 49.5    (W)   HD_HELD2
 LN0384* NAVD 88 ORTHO HEIGHT -  1597.962 (meters)     5242.65  (feet) ADJUSTED
 LN0384  ______________________________________________________________________
 LN0384  GEOID HEIGHT    -        -17.070 (meters)                     GEOID18
 LN0384  DYNAMIC HEIGHT  -       1596.512 (meters)     5237.89  (feet) COMP
 LN0384  MODELED GRAVITY -    979,662.3   (mgal)                       NAVD 88
 LN0384
 LN0384  VERT ORDER      -  FIRST     CLASS II
 LN0384
 LN0384.The horizontal coordinates were established by autonomous hand held GPS
 LN0384.observations and have an estimated accuracy of +/- 10 meters.
 LN0384
 LN0384.The orthometric height was determined by differential leveling and
 LN0384.adjusted by the NATIONAL GEODETIC SURVEY
 LN0384.in June 1991.
 LN0384
 LN0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0384.GEOID18 height accuracy estimate available here.
 LN0384
 LN0384.Click photographs - Photos may exist for this station.
 LN0384
 LN0384.The dynamic height is computed by dividing the NAVD 88
 LN0384.geopotential number by the normal gravity value computed on the
 LN0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0384.degrees latitude (g = 980.6199 gals.).
 LN0384
 LN0384.The modeled gravity was interpolated from observed gravity values.
 LN0384
 LN0384;                    North         East    Units  Estimated Accuracy
 LN0384;SPC UT C     - 2,223,383.      690,024.      MT  (+/- 10 meters HH2 GPS)
 LN0384
 LN0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK4750665168(NAD 83)
 LN0384
 LN0384                          SUPERSEDED SURVEY CONTROL
 LN0384
 LN0384.No superseded survey control is available for this station.
 LN0384
 LN0384_MARKER: DB = BENCH MARK DISK
 LN0384_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0384+WITH SETTING: INFORMATION.
 LN0384_STAMPING: 25 EAM 1965 5239
 LN0384_MARK LOGO: USGS
 LN0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0384
 LN0384  HISTORY     - Date     Condition        Report By
 LN0384  HISTORY     - 1965     MONUMENTED       USGS
 LN0384  HISTORY     - 1984     GOOD             NGS
 LN0384
 LN0384                          STATION DESCRIPTION
 LN0384
 LN0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0384'8.3 KM (5.15 MI) EAST FROM JENSEN.
 LN0384'8.3 KM (5.15 MI) SOUTHESTERLY ALONG U.S. HIGHWAY 40 FROM THE POST
 LN0384'OFFICE IN JENSEN, 0.4 KM (0.25 MI) NORTHWEST OF A UTILITY LINE
 LN0384'CROSSING, 140.1 M (459.6 FT) SOUTHEAST OF MILEPOST 164, 42.7 M (140.1
 LN0384'FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.0 M (3.3 FT)
 LN0384'SOUTHWEST OF A FENCE.  NOTE--ROD PROJECTING 10 CM BUT, THE ACTUAL
 LN0384'DEPTH OF THIS ROD IS NOT KNOWN.
 LN0384'THE MARK IS 0.6 METERS  NW FROM  A WITNESS POST
 LN0384'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0541 ***********************************************************************
 MR0541  DESIGNATION -  25 FMK
 MR0541  PID         -  MR0541
 MR0541  STATE/COUNTY-  UT/WEBER
 MR0541  COUNTRY     -  US
 MR0541  USGS QUAD   -  OGDEN (2017)
 MR0541
 MR0541                         *CURRENT SURVEY CONTROL
 MR0541  ______________________________________________________________________
 MR0541* NAD 83(1986) POSITION- 41 08 12.     (N) 111 54 05.     (W)   SCALED
 MR0541* NAVD 88 ORTHO HEIGHT -  1389.063 (meters)     4557.28  (feet) ADJUSTED
 MR0541  ______________________________________________________________________
 MR0541  GEOID HEIGHT    -        -16.424 (meters)                     GEOID18
 MR0541  DYNAMIC HEIGHT  -       1387.996 (meters)     4553.78  (feet) COMP
 MR0541  MODELED GRAVITY -    979,807.9   (mgal)                       NAVD 88
 MR0541
 MR0541  VERT ORDER      -  FIRST     CLASS II
 MR0541
 MR0541.The horizontal coordinates were scaled from a map and have
 MR0541.an estimated accuracy of +/- 6 seconds.
 MR0541
 MR0541.The orthometric height was determined by differential leveling and
 MR0541.adjusted by the NATIONAL GEODETIC SURVEY
 MR0541.in June 1991.
 MR0541
 MR0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0541.GEOID18 height accuracy estimate available here.
 MR0541
 MR0541.Click photographs - Photos may exist for this station.
 MR0541
 MR0541.The dynamic height is computed by dividing the NAVD 88
 MR0541.geopotential number by the normal gravity value computed on the
 MR0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0541.degrees latitude (g = 980.6199 gals.).
 MR0541
 MR0541.The modeled gravity was interpolated from observed gravity values.
 MR0541
 MR0541;                    North         East    Units  Estimated Accuracy
 MR0541;SPC UT N     - 1,089,290.      466,300.      MT  (+/- 180 meters Scaled)
 MR0541
 MR0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL243543(NAD 83)
 MR0541
 MR0541                          SUPERSEDED SURVEY CONTROL
 MR0541
 MR0541  NGVD 29 (06/08/92) 1388.053  (m)         4553.97   (f) ADJUSTED    1 2
 MR0541
 MR0541.Superseded values are not recommended for survey control.
 MR0541
 MR0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0541.See file dsdata.pdf to determine how the superseded data were derived.
 MR0541
 MR0541_MARKER: DB = BENCH MARK DISK
 MR0541_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MR0541+WITH SETTING: INFORMATION.
 MR0541_STAMPING: 25 FMK 1974
 MR0541_MARK LOGO: USGS
 MR0541_PROJECTION: FLUSH
 MR0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0541_ROD/PIPE-DEPTH: 1.5 meters
 MR0541
 MR0541  HISTORY     - Date     Condition        Report By
 MR0541  HISTORY     - 1974     MONUMENTED       USGS
 MR0541  HISTORY     - 1983     GOOD             NGS
 MR0541
 MR0541                          STATION DESCRIPTION
 MR0541
 MR0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0541'15.2 KM (9.45 MI) SOUTH FROM OGDEN.
 MR0541'15.2 KM (9.45 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0541'STATION IN OGDEN, 24.0 METERS (78.7 FT) SOUTH OF THE NEAR RAIL, 14.8
 MR0541'METERS (48.6 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 MR0541'INTERSTATE HIGHWAY 84, AND 0.8 METERS (2.6 FT) NORTH OF THE MOST
 MR0541'SOUTHERLY 1 OF 3 LEGS OF A HIGHWAY INFORMATION SIGN.  NOTE=THE DISK IS
 MR0541'CRIMPED TO THE TOP OF A 5 FT COPPER COATED STEEL ROD ENCASED IN A
 MR0541'6-INCH WHITE PLASTIC PIPE.
 MR0541'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0626 ***********************************************************************
 JO0626  DESIGNATION -  26 DOR
 JO0626  PID         -  JO0626
 JO0626  STATE/COUNTY-  UT/BEAVER
 JO0626  COUNTRY     -  US
 JO0626  USGS QUAD   -  OBSERVATION KNOLL (2017)
 JO0626
 JO0626                         *CURRENT SURVEY CONTROL
 JO0626  ______________________________________________________________________
 JO0626* NAD 83(1986) POSITION- 38 11 37.     (N) 113 39 37.     (W)   SCALED
 JO0626* NAVD 88 ORTHO HEIGHT -  1907.396 (meters)     6257.85  (feet) POSTED
 JO0626  ______________________________________________________________________
 JO0626  GEOID HEIGHT    -        -21.681 (meters)                     GEOID18
 JO0626  DYNAMIC HEIGHT  -       1905.22  (meters)     6250.7   (feet) COMP
 JO0626  MODELED GRAVITY -    979,419.8   (mgal)                       NAVD 88
 JO0626
 JO0626  VERT ORDER      -  * POSTED, SEE BELOW
 JO0626
 JO0626.The horizontal coordinates were scaled from a map and have
 JO0626.an estimated accuracy of +/- 6 seconds.
 JO0626
 JO0626.The orthometric height was determined by differential leveling
 JO0626.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0626
 JO0626.* This is a POSTED BENCH MARK height.
 JO0626
 JO0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0626.GEOID18 height accuracy estimate available here.
 JO0626
 JO0626.Click photographs - Photos may exist for this station.
 JO0626
 JO0626.The dynamic height is computed by dividing the NAVD 88
 JO0626.geopotential number by the normal gravity value computed on the
 JO0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0626.degrees latitude (g = 980.6199 gals.).
 JO0626
 JO0626.The modeled gravity was interpolated from observed gravity values.
 JO0626
 JO0626;                    North         East    Units  Estimated Accuracy
 JO0626;SPC UT S     - 3,171,660.      310,780.      MT  (+/- 180 meters Scaled)
 JO0626
 JO0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH670306(NAD 83)
 JO0626
 JO0626                          SUPERSEDED SURVEY CONTROL
 JO0626
 JO0626.No superseded survey control is available for this station.
 JO0626
 JO0626_MARKER: DB = BENCH MARK DISK
 JO0626_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0626_STAMPING: 26 DOR 1971
 JO0626_MARK LOGO: USGS
 JO0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0626
 JO0626  HISTORY     - Date     Condition        Report By
 JO0626  HISTORY     - 1971     MONUMENTED       USGS
 JO0626
 JO0626                          STATION DESCRIPTION
 JO0626
 JO0626'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0626'37.8 KM (23.50 MI) NW FROM LUND.
 JO0626'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0626'AND PINE VALLEY ROAD, PROCEED 23.5 MILES NORTHWEST ALONG PINE VALLEY
 JO0626'ROAD TO A POINT 2.4 MILES NORTH OF A LOW DIVIDE, 24.8 MILES SOUTH OF
 JO0626'STATE HIGHWAY 21, 290 FEET EAST OF THE CENTER OF THE ROAD.  A
 JO0626'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 JO0626'PROJECTING 3 INCHES.
 JO0626'THE MARK IS 0.8 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0386 ***********************************************************************
 LN0386  DESIGNATION -  26 EAM
 LN0386  PID         -  LN0386
 LN0386  STATE/COUNTY-  UT/UINTAH
 LN0386  COUNTRY     -  US
 LN0386  USGS QUAD   -  CLIFF RIDGE (2017)
 LN0386
 LN0386                         *CURRENT SURVEY CONTROL
 LN0386  ______________________________________________________________________
 LN0386* NAD 83(1986) POSITION- 40 18 58.0    (N) 109 14 09.7    (W)   HD_HELD2
 LN0386* NAVD 88 ORTHO HEIGHT -  1553.043 (meters)     5095.28  (feet) ADJUSTED
 LN0386  ______________________________________________________________________
 LN0386  GEOID HEIGHT    -        -16.994 (meters)                     GEOID18
 LN0386  DYNAMIC HEIGHT  -       1551.640 (meters)     5090.67  (feet) COMP
 LN0386  MODELED GRAVITY -    979,668.5   (mgal)                       NAVD 88
 LN0386
 LN0386  VERT ORDER      -  FIRST     CLASS II
 LN0386
 LN0386.The horizontal coordinates were established by autonomous hand held GPS
 LN0386.observations and have an estimated accuracy of +/- 10 meters.
 LN0386
 LN0386.The orthometric height was determined by differential leveling and
 LN0386.adjusted by the NATIONAL GEODETIC SURVEY
 LN0386.in June 1991.
 LN0386
 LN0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0386.GEOID18 height accuracy estimate available here.
 LN0386
 LN0386.Click photographs - Photos may exist for this station.
 LN0386
 LN0386.The dynamic height is computed by dividing the NAVD 88
 LN0386.geopotential number by the normal gravity value computed on the
 LN0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0386.degrees latitude (g = 980.6199 gals.).
 LN0386
 LN0386.The modeled gravity was interpolated from observed gravity values.
 LN0386
 LN0386;                    North         East    Units  Estimated Accuracy
 LN0386;SPC UT C     - 2,222,564.      692,402.      MT  (+/- 10 meters HH2 GPS)
 LN0386
 LN0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK4987964336(NAD 83)
 LN0386
 LN0386                          SUPERSEDED SURVEY CONTROL
 LN0386
 LN0386.No superseded survey control is available for this station.
 LN0386
 LN0386_MARKER: DB = BENCH MARK DISK
 LN0386_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0386+WITH SETTING: INFORMATION.
 LN0386_STAMPING: 26 EAM 1965 5091
 LN0386_MARK LOGO: USGS
 LN0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0386
 LN0386  HISTORY     - Date     Condition        Report By
 LN0386  HISTORY     - 1965     MONUMENTED       USGS
 LN0386  HISTORY     - 1984     GOOD             NGS
 LN0386
 LN0386                          STATION DESCRIPTION
 LN0386
 LN0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0386'10.8 KM (6.7 MI) EAST FROM JENSEN.
 LN0386'10.8 KM (6.7 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 40 FROM THE POST
 LN0386'OFFICE IN JENSEN, 1.0 KM (0.6 MI) EAST OF MILEPOST 165, 67.4 M (221.0
 LN0386'FT)SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 43.3 M (142.1 FT)
 LN0386'EAST OF THE CENTER OF A DIRT ROAD LEADING SOUTH TO A METAL BUILDING AT
 LN0386'A PIPELINE PUMPING STATION.  NOTE--ROD PROJECTING 10 CM BUT, THE
 LN0386'ACTUAL DEPTH OF THIS ROD IS NOT KNOWN.
 LN0386'THE MARK IS 0.6 METERS  SE FROM  A WITNESS POST
 LN0386'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0540 ***********************************************************************
 MR0540  DESIGNATION -  26 FMK
 MR0540  PID         -  MR0540
 MR0540  STATE/COUNTY-  UT/WEBER
 MR0540  COUNTRY     -  US
 MR0540  USGS QUAD   -  OGDEN (2017)
 MR0540
 MR0540                         *CURRENT SURVEY CONTROL
 MR0540  ______________________________________________________________________
 MR0540* NAD 83(1986) POSITION- 41 08 14.     (N) 111 54 20.     (W)   SCALED
 MR0540* NAVD 88 ORTHO HEIGHT -  1383.940 (meters)     4540.48  (feet) ADJUSTED
 MR0540  ______________________________________________________________________
 MR0540  GEOID HEIGHT    -        -16.444 (meters)                     GEOID18
 MR0540  DYNAMIC HEIGHT  -       1382.879 (meters)     4537.00  (feet) COMP
 MR0540  MODELED GRAVITY -    979,809.7   (mgal)                       NAVD 88
 MR0540
 MR0540  VERT ORDER      -  FIRST     CLASS II
 MR0540
 MR0540.The horizontal coordinates were scaled from a map and have
 MR0540.an estimated accuracy of +/- 6 seconds.
 MR0540
 MR0540.The orthometric height was determined by differential leveling and
 MR0540.adjusted by the NATIONAL GEODETIC SURVEY
 MR0540.in June 1991.
 MR0540
 MR0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0540.GEOID18 height accuracy estimate available here.
 MR0540
 MR0540.Click photographs - Photos may exist for this station.
 MR0540
 MR0540.The dynamic height is computed by dividing the NAVD 88
 MR0540.geopotential number by the normal gravity value computed on the
 MR0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0540.degrees latitude (g = 980.6199 gals.).
 MR0540
 MR0540.The modeled gravity was interpolated from observed gravity values.
 MR0540
 MR0540;                    North         East    Units  Estimated Accuracy
 MR0540;SPC UT N     - 1,089,350.      465,950.      MT  (+/- 180 meters Scaled)
 MR0540
 MR0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL239543(NAD 83)
 MR0540
 MR0540                          SUPERSEDED SURVEY CONTROL
 MR0540
 MR0540  NGVD 29 (06/08/92) 1382.933  (m)         4537.17   (f) ADJUSTED    1 2
 MR0540
 MR0540.Superseded values are not recommended for survey control.
 MR0540
 MR0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0540.See file dsdata.pdf to determine how the superseded data were derived.
 MR0540
 MR0540_MARKER: DB = BENCH MARK DISK
 MR0540_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MR0540+WITH SETTING: INFORMATION.
 MR0540_STAMPING: 26 FMK 1974
 MR0540_MARK LOGO: USGS
 MR0540_PROJECTION: FLUSH
 MR0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0540_ROD/PIPE-DEPTH: 1.5 meters
 MR0540
 MR0540  HISTORY     - Date     Condition        Report By
 MR0540  HISTORY     - 1974     MONUMENTED       USGS
 MR0540  HISTORY     - 1983     GOOD             NGS
 MR0540
 MR0540                          STATION DESCRIPTION
 MR0540
 MR0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0540'14.8 KM (9.2 MI) SOUTH FROM OGDEN.
 MR0540'13.8 KM (8.55 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0540'STATION IN OGDEN, THENCE 0.3 KM (0.2 MI) SOUTHERLY ALONG U.S. HIGHWAY
 MR0540'89, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG THE U.S. HIGHWAY 89 NORTH
 MR0540'BOUND OFF RAMP, THENCE 0.3 KM (0.2 MI) EAST ALONG INTERSTATE HIGHWAY
 MR0540'84, 115.0 METERS (377.3 FT) EAST OF A LIGHT POLE AND A HIGHWAY
 MR0540'INFORMATION SIGN, AND 26.6 METERS (87.3 FT) NORTH OF THE CENTERLINE OF
 MR0540'THE WEST BOUND LANES OF THE HIGHWAY.  NOTE=THE DISK IS CRIMPED TO THE
 MR0540'TOP OF A 5 FT COPPER-COATED STEEL ROD THAT IS ENCASED IN A 6-INCH
 MR0540'BLACK PLASTIC PIPE.
 MR0540'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 MR0540'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0026 ***********************************************************************
 JO0026  DESIGNATION -  27
 JO0026  PID         -  JO0026
 JO0026  STATE/COUNTY-  UT/SEVIER
 JO0026  COUNTRY     -  US
 JO0026  USGS QUAD   -  MARYSVALE CANYON (2017)
 JO0026
 JO0026                         *CURRENT SURVEY CONTROL
 JO0026  ______________________________________________________________________
 JO0026* NAD 83(1986) POSITION- 38 34 53.4    (N) 112 22 13.1    (W)   HD_HELD2
 JO0026* NAVD 88 ORTHO HEIGHT -  1828.627 (meters)     5999.42  (feet) ADJUSTED
 JO0026  ______________________________________________________________________
 JO0026  GEOID HEIGHT    -        -19.145 (meters)                     GEOID18
 JO0026  DYNAMIC HEIGHT  -       1826.593 (meters)     5992.75  (feet) COMP
 JO0026  MODELED GRAVITY -    979,451.4   (mgal)                       NAVD 88
 JO0026
 JO0026  VERT ORDER      -  FIRST     CLASS II
 JO0026
 JO0026.The horizontal coordinates were established by autonomous hand held GPS
 JO0026.observations and have an estimated accuracy of +/- 10 meters.
 JO0026
 JO0026.The orthometric height was determined by differential leveling and
 JO0026.adjusted by the NATIONAL GEODETIC SURVEY
 JO0026.in June 1991.
 JO0026
 JO0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0026.GEOID18 height accuracy estimate available here.
 JO0026
 JO0026.Click photographs - Photos may exist for this station.
 JO0026
 JO0026.The dynamic height is computed by dividing the NAVD 88
 JO0026.geopotential number by the normal gravity value computed on the
 JO0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0026.degrees latitude (g = 980.6199 gals.).
 JO0026
 JO0026.The modeled gravity was interpolated from observed gravity values.
 JO0026
 JO0026;                    North         East    Units  Estimated Accuracy
 JO0026;SPC UT C     - 2,027,922.      424,157.      MT  (+/- 10 meters HH2 GPS)
 JO0026
 JO0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH8064471227(NAD 83)
 JO0026
 JO0026                          SUPERSEDED SURVEY CONTROL
 JO0026
 JO0026  NGVD 29 (??/??/92) 1827.37   (m)         5995.3    (f) COMPUTED    1 2
 JO0026
 JO0026.Superseded values are not recommended for survey control.
 JO0026
 JO0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0026.See file dsdata.pdf to determine how the superseded data were derived.
 JO0026
 JO0026_MARKER: DD = SURVEY DISK
 JO0026_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0026_SP_SET: CULVERT HEADWALL
 JO0026_STAMPING: 27 1951
 JO0026_MARK LOGO: BPR
 JO0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0026+STABILITY: SURFACE MOTION
 JO0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JO0026+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2010
 JO0026
 JO0026  HISTORY     - Date     Condition        Report By
 JO0026  HISTORY     - 1951     MONUMENTED       BPR
 JO0026  HISTORY     - 20101209 GOOD             GEOCAC
 JO0026
 JO0026                          STATION DESCRIPTION
 JO0026
 JO0026'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1951
 JO0026'7.3 MI W FROM SEVIER.
 JO0026'7.3 MILES WEST ALONG STATE HIGHWAY 13 FROM SEVIER, SEVIER COUNTY, AT A
 JO0026'CORRUGATED-METAL PIPE CULVERT, IN THE TOP OF THE NORTH CONCRETE
 JO0026'HEADWALL, AND 19 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 JO0026
 JO0026                          STATION RECOVERY (2010)
 JO0026
 JO0026'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 JO0026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0625 ***********************************************************************
 JO0625  DESIGNATION -  27 DOR
 JO0625  PID         -  JO0625
 JO0625  STATE/COUNTY-  UT/BEAVER
 JO0625  COUNTRY     -  US
 JO0625  USGS QUAD   -  OBSERVATION KNOLL (2017)
 JO0625
 JO0625                         *CURRENT SURVEY CONTROL
 JO0625  ______________________________________________________________________
 JO0625* NAD 83(1986) POSITION- 38 11 09.     (N) 113 39 27.     (W)   SCALED
 JO0625* NAVD 88 ORTHO HEIGHT -  1910.766 (meters)     6268.90  (feet) POSTED
 JO0625  ______________________________________________________________________
 JO0625  GEOID HEIGHT    -        -21.697 (meters)                     GEOID18
 JO0625  DYNAMIC HEIGHT  -       1908.58  (meters)     6261.7   (feet) COMP
 JO0625  MODELED GRAVITY -    979,419.3   (mgal)                       NAVD 88
 JO0625
 JO0625  VERT ORDER      -  * POSTED, SEE BELOW
 JO0625
 JO0625.The horizontal coordinates were scaled from a map and have
 JO0625.an estimated accuracy of +/- 6 seconds.
 JO0625
 JO0625.The orthometric height was determined by differential leveling
 JO0625.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0625
 JO0625.* This is a POSTED BENCH MARK height.
 JO0625
 JO0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0625.GEOID18 height accuracy estimate available here.
 JO0625
 JO0625.Click photographs - Photos may exist for this station.
 JO0625
 JO0625.The dynamic height is computed by dividing the NAVD 88
 JO0625.geopotential number by the normal gravity value computed on the
 JO0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0625.degrees latitude (g = 980.6199 gals.).
 JO0625
 JO0625.The modeled gravity was interpolated from observed gravity values.
 JO0625
 JO0625;                    North         East    Units  Estimated Accuracy
 JO0625;SPC UT S     - 3,170,790.      311,000.      MT  (+/- 180 meters Scaled)
 JO0625
 JO0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH672297(NAD 83)
 JO0625
 JO0625                          SUPERSEDED SURVEY CONTROL
 JO0625
 JO0625.No superseded survey control is available for this station.
 JO0625
 JO0625_MARKER: DB = BENCH MARK DISK
 JO0625_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JO0625_SP_SET: FOUNDATION
 JO0625_STAMPING: 27 DOR 1971 6265
 JO0625_MARK LOGO: USGS
 JO0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0625+STABILITY: SURFACE MOTION
 JO0625
 JO0625  HISTORY     - Date     Condition        Report By
 JO0625  HISTORY     - 1971     MONUMENTED       USGS
 JO0625
 JO0625                          STATION DESCRIPTION
 JO0625
 JO0625'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 JO0625'36.9 KM (22.90 MI) NW FROM LUND.
 JO0625'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0625'AND PINE VALLEY ROAD, PROCEED 22.9 MILES NORTHWEST ALONG PINE VALLEY
 JO0625'ROAD TO A POINT 1.9 MILES NORTH OF A LOW DIVIDE, AT A CATTLEGUARD,
 JO0625'25.5 MILES SOUTH OF STATE HIGHWAY 21, 11 FEET WEST OF THE CENTER OF
 JO0625'THE ROAD, IN THE SOUTHWEST CORNER OF THE CATTLEGUARD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0388 ***********************************************************************
 LN0388  DESIGNATION -  27 EAM
 LN0388  PID         -  LN0388
 LN0388  STATE/COUNTY-  UT/UINTAH
 LN0388  COUNTRY     -  US
 LN0388  USGS QUAD   -  CLIFF RIDGE (2017)
 LN0388
 LN0388                         *CURRENT SURVEY CONTROL
 LN0388  ______________________________________________________________________
 LN0388* NAD 83(1986) POSITION- 40 18 08.3    (N) 109 12 00.5    (W)   HD_HELD2
 LN0388* NAVD 88 ORTHO HEIGHT -  1576.022 (meters)     5170.67  (feet) ADJUSTED
 LN0388  ______________________________________________________________________
 LN0388  GEOID HEIGHT    -        -16.897 (meters)                     GEOID18
 LN0388  DYNAMIC HEIGHT  -       1574.595 (meters)     5165.98  (feet) COMP
 LN0388  MODELED GRAVITY -    979,665.5   (mgal)                       NAVD 88
 LN0388
 LN0388  VERT ORDER      -  FIRST     CLASS II
 LN0388
 LN0388.The horizontal coordinates were established by autonomous hand held GPS
 LN0388.observations and have an estimated accuracy of +/- 10 meters.
 LN0388
 LN0388.The orthometric height was determined by differential leveling and
 LN0388.adjusted by the NATIONAL GEODETIC SURVEY
 LN0388.in June 1991.
 LN0388
 LN0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0388.GEOID18 height accuracy estimate available here.
 LN0388
 LN0388.Click photographs - Photos may exist for this station.
 LN0388
 LN0388.The dynamic height is computed by dividing the NAVD 88
 LN0388.geopotential number by the normal gravity value computed on the
 LN0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0388.degrees latitude (g = 980.6199 gals.).
 LN0388
 LN0388.The modeled gravity was interpolated from observed gravity values.
 LN0388
 LN0388;                    North         East    Units  Estimated Accuracy
 LN0388;SPC UT C     - 2,221,109.      695,490.      MT  (+/- 10 meters HH2 GPS)
 LN0388
 LN0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK5296062865(NAD 83)
 LN0388
 LN0388                          SUPERSEDED SURVEY CONTROL
 LN0388
 LN0388.No superseded survey control is available for this station.
 LN0388
 LN0388_MARKER: DB = BENCH MARK DISK
 LN0388_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0388+WITH SETTING: INFORMATION.
 LN0388_STAMPING: 27 EAM 1965 5167
 LN0388_MARK LOGO: USGS
 LN0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0388
 LN0388  HISTORY     - Date     Condition        Report By
 LN0388  HISTORY     - 1965     MONUMENTED       USGS
 LN0388  HISTORY     - 1984     GOOD             NGS
 LN0388
 LN0388                          STATION DESCRIPTION
 LN0388
 LN0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0388'14.3 KM (8.9 MI) EAST FROM JENSEN.
 LN0388'14.3 KM (8.9 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 40 FROM THE POST
 LN0388'OFFICE IN JENSEN, 0.3 KM (0.2 MI) WEST OF MILEPOST 168, 34.3 M (112.5
 LN0388'FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 4.1 (13.5 FT)
 LN0388'SOUTHEAST OF A UTILITY POLE.  NOTE--ROD PROJECTING 5 CM BUT, THE
 LN0388'ACTUAL DEPTH OF THIS ROD IS NOT KNOWN.
 LN0388'THE MARK IS 0.6 METERS  SE FROM  A WITNESS POST
 LN0388'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0539 ***********************************************************************
 MR0539  DESIGNATION -  27 FMK
 MR0539  PID         -  MR0539
 MR0539  STATE/COUNTY-  UT/WEBER
 MR0539  COUNTRY     -  US
 MR0539  USGS QUAD   -  OGDEN (2017)
 MR0539
 MR0539                         *CURRENT SURVEY CONTROL
 MR0539  ______________________________________________________________________
 MR0539* NAD 83(1986) POSITION- 41 08 16.     (N) 111 54 39.     (W)   SCALED
 MR0539* NAVD 88 ORTHO HEIGHT -  1383.609 (meters)     4539.39  (feet) ADJUSTED
 MR0539  ______________________________________________________________________
 MR0539  GEOID HEIGHT    -        -16.470 (meters)                     GEOID18
 MR0539  DYNAMIC HEIGHT  -       1382.551 (meters)     4535.92  (feet) COMP
 MR0539  MODELED GRAVITY -    979,811.9   (mgal)                       NAVD 88
 MR0539
 MR0539  VERT ORDER      -  FIRST     CLASS II
 MR0539
 MR0539.The horizontal coordinates were scaled from a map and have
 MR0539.an estimated accuracy of +/- 6 seconds.
 MR0539
 MR0539.The orthometric height was determined by differential leveling and
 MR0539.adjusted by the NATIONAL GEODETIC SURVEY
 MR0539.in June 1991.
 MR0539
 MR0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0539.GEOID18 height accuracy estimate available here.
 MR0539
 MR0539.Click photographs - Photos may exist for this station.
 MR0539
 MR0539.The dynamic height is computed by dividing the NAVD 88
 MR0539.geopotential number by the normal gravity value computed on the
 MR0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0539.degrees latitude (g = 980.6199 gals.).
 MR0539
 MR0539.The modeled gravity was interpolated from observed gravity values.
 MR0539
 MR0539;                    North         East    Units  Estimated Accuracy
 MR0539;SPC UT N     - 1,089,420.      465,510.      MT  (+/- 180 meters Scaled)
 MR0539
 MR0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL235544(NAD 83)
 MR0539
 MR0539                          SUPERSEDED SURVEY CONTROL
 MR0539
 MR0539  NGVD 29 (06/08/92) 1382.605  (m)         4536.10   (f) ADJUSTED    1 2
 MR0539
 MR0539.Superseded values are not recommended for survey control.
 MR0539
 MR0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0539.See file dsdata.pdf to determine how the superseded data were derived.
 MR0539
 MR0539_MARKER: DB = BENCH MARK DISK
 MR0539_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MR0539_SP_SET: FOUNDATION
 MR0539_STAMPING: 27 FMK 1974
 MR0539_MARK LOGO: USGS
 MR0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0539+STABILITY: SURFACE MOTION
 MR0539
 MR0539  HISTORY     - Date     Condition        Report By
 MR0539  HISTORY     - 1974     MONUMENTED       USGS
 MR0539  HISTORY     - 1983     GOOD             NGS
 MR0539
 MR0539                          STATION DESCRIPTION
 MR0539
 MR0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0539'14.5 KM (9.0 MI) SOUTH FROM OGDEN.
 MR0539'13.8 KM (8.55 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0539'STATION IN OGDEN, THENCE 0.3 KM (0.2 MI) SOUTHERLY ALONG U.S. HIGHWAY
 MR0539'89, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG THE U.S. HIGHWAY 89 NORTH
 MR0539'BOUND OFF RAMP, IN THE CENTER OF THE CONCRETE FOUNDATION OF THE NORTH
 MR0539'LEGS OF A LARGE OVERHEAD HIGHWAY INFORMATION SIGN, 18.2 METERS (59.7
 MR0539'FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF INTERSTATE
 MR0539'HIGHWAY 84, AND 2.2 METERS (7.2 FT) NORTH OF A GUARD RAIL.
 MR0539'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0624 ***********************************************************************
 JO0624  DESIGNATION -  28 DOR
 JO0624  PID         -  JO0624
 JO0624  STATE/COUNTY-  UT/BEAVER
 JO0624  COUNTRY     -  US
 JO0624  USGS QUAD   -  OBSERVATION KNOLL (2017)
 JO0624
 JO0624                         *CURRENT SURVEY CONTROL
 JO0624  ______________________________________________________________________
 JO0624* NAD 83(1986) POSITION- 38 10 29.     (N) 113 39 12.     (W)   SCALED
 JO0624* NAVD 88 ORTHO HEIGHT -  1916.828 (meters)     6288.79  (feet) POSTED
 JO0624  ______________________________________________________________________
 JO0624  GEOID HEIGHT    -        -21.722 (meters)                     GEOID18
 JO0624  DYNAMIC HEIGHT  -       1914.64  (meters)     6281.6   (feet) COMP
 JO0624  MODELED GRAVITY -    979,420.2   (mgal)                       NAVD 88
 JO0624
 JO0624  VERT ORDER      -  * POSTED, SEE BELOW
 JO0624
 JO0624.The horizontal coordinates were scaled from a map and have
 JO0624.an estimated accuracy of +/- 6 seconds.
 JO0624
 JO0624.The orthometric height was determined by differential leveling
 JO0624.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0624
 JO0624.* This is a POSTED BENCH MARK height.
 JO0624
 JO0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0624.GEOID18 height accuracy estimate available here.
 JO0624
 JO0624.Click photographs - Photos may exist for this station.
 JO0624
 JO0624.The dynamic height is computed by dividing the NAVD 88
 JO0624.geopotential number by the normal gravity value computed on the
 JO0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0624.degrees latitude (g = 980.6199 gals.).
 JO0624
 JO0624.The modeled gravity was interpolated from observed gravity values.
 JO0624
 JO0624;                    North         East    Units  Estimated Accuracy
 JO0624;SPC UT S     - 3,169,550.      311,340.      MT  (+/- 180 meters Scaled)
 JO0624
 JO0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH675285(NAD 83)
 JO0624
 JO0624                          SUPERSEDED SURVEY CONTROL
 JO0624
 JO0624.No superseded survey control is available for this station.
 JO0624
 JO0624_MARKER: DB = BENCH MARK DISK
 JO0624_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JO0624+WITH SETTING: INFORMATION.
 JO0624_STAMPING: 28 DOR 1971
 JO0624_MARK LOGO: USGS
 JO0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0624
 JO0624  HISTORY     - Date     Condition        Report By
 JO0624  HISTORY     - 1971     MONUMENTED       USGS
 JO0624
 JO0624                          STATION DESCRIPTION
 JO0624
 JO0624'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 JO0624'35.6 KM (22.10 MI) NW FROM LUND.
 JO0624'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0624'AND PINE VALLEY ROAD, PROCEED 22.1 MILES NORTHWEST ALONG PINE VALLEY
 JO0624'ROAD TO A POINT 0.9 MILES NORTH OF A LOW DIVIDE, 26.3 MILES SOUTH OF
 JO0624'STATE HIGHWAY 21, 200 FEET EAST OF THE CENTER OF THE ROAD.  A
 JO0624'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 JO0624'PROJECTING 3 INCHES.
 JO0624'THE MARK IS 0.5 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0538 ***********************************************************************
 MR0538  DESIGNATION -  28 FMK
 MR0538  PID         -  MR0538
 MR0538  STATE/COUNTY-  UT/WEBER
 MR0538  COUNTRY     -  US
 MR0538  USGS QUAD   -  OGDEN (2017)
 MR0538
 MR0538                         *CURRENT SURVEY CONTROL
 MR0538  ______________________________________________________________________
 MR0538* NAD 83(1986) POSITION- 41 08 19.     (N) 111 54 53.     (W)   SCALED
 MR0538* NAVD 88 ORTHO HEIGHT -  1380.474 (meters)     4529.11  (feet) ADJUSTED
 MR0538  ______________________________________________________________________
 MR0538  GEOID HEIGHT    -        -16.488 (meters)                     GEOID18
 MR0538  DYNAMIC HEIGHT  -       1379.421 (meters)     4525.65  (feet) COMP
 MR0538  MODELED GRAVITY -    979,813.5   (mgal)                       NAVD 88
 MR0538
 MR0538  VERT ORDER      -  FIRST     CLASS II
 MR0538
 MR0538.The horizontal coordinates were scaled from a map and have
 MR0538.an estimated accuracy of +/- 6 seconds.
 MR0538
 MR0538.The orthometric height was determined by differential leveling and
 MR0538.adjusted by the NATIONAL GEODETIC SURVEY
 MR0538.in June 1991.
 MR0538
 MR0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0538.GEOID18 height accuracy estimate available here.
 MR0538
 MR0538.Click photographs - Photos may exist for this station.
 MR0538
 MR0538.The dynamic height is computed by dividing the NAVD 88
 MR0538.geopotential number by the normal gravity value computed on the
 MR0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0538.degrees latitude (g = 980.6199 gals.).
 MR0538
 MR0538.The modeled gravity was interpolated from observed gravity values.
 MR0538
 MR0538;                    North         East    Units  Estimated Accuracy
 MR0538;SPC UT N     - 1,089,510.      465,180.      MT  (+/- 180 meters Scaled)
 MR0538
 MR0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL232545(NAD 83)
 MR0538
 MR0538                          SUPERSEDED SURVEY CONTROL
 MR0538
 MR0538  NGVD 29 (06/08/92) 1379.472  (m)         4525.82   (f) ADJUSTED    1 2
 MR0538
 MR0538.Superseded values are not recommended for survey control.
 MR0538
 MR0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0538.See file dsdata.pdf to determine how the superseded data were derived.
 MR0538
 MR0538_MARKER: DB = BENCH MARK DISK
 MR0538_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MR0538_SP_SET: CURB
 MR0538_STAMPING: 28 FMK 1974
 MR0538_MARK LOGO: USGS
 MR0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0538
 MR0538  HISTORY     - Date     Condition        Report By
 MR0538  HISTORY     - 1974     MONUMENTED       USGS
 MR0538  HISTORY     - 1983     GOOD             NGS
 MR0538
 MR0538                          STATION DESCRIPTION
 MR0538
 MR0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0538'14.1 KM (8.75 MI) SOUTH FROM OGDEN.
 MR0538'13.8 KM (8.55 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0538'STATION IN OGDEN, THENCE 0.3 KM (0.2 MI) SOUTHERLY ALONG U.S. HIGHWAY
 MR0538'89, 7.5 METERS (24.6 FT) WEST OF THE CENTERLINE OF THE NORTH BOUND
 MR0538'LANES OF THE HIGHWAY, 4.7 METERS (15.4 FT) EAST OF THE CENTERLINE OF
 MR0538'THE SOUTH BOUND LANES OF THE HIGHWAY, AND 2.6 METERS (8.5 FT) SOUTH OF
 MR0538'THE NORTH END OF A LANE DIVIDER.
 MR0538'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0521 ***********************************************************************
 LP0521  DESIGNATION -  28 WF
 LP0521  PID         -  LP0521
 LP0521  STATE/COUNTY-  UT/TOOELE
 LP0521  COUNTRY     -  US
 LP0521  USGS QUAD   -  WIG MOUNTAIN (2017)
 LP0521
 LP0521                         *CURRENT SURVEY CONTROL
 LP0521  ______________________________________________________________________
 LP0521* NAD 83(1994) POSITION- 40 19 20.26262(N) 113 03 23.82090(W)   ADJUSTED
 LP0521* NAVD 88 ORTHO HEIGHT -  1438.63  (+/-2cm)     4719.9   (feet) VERTCON3
 LP0521  ______________________________________________________________________
 LP0521  GEOID HEIGHT    -        -18.345 (meters)                     GEOID18
 LP0521  LAPLACE CORR    -          6.43  (seconds)                    DEFLEC18
 LP0521  HORZ ORDER      -  SECOND
 LP0521  VERT ORDER      -  THIRD ? (See Below)
 LP0521
 LP0521.The horizontal coordinates were established by classical geodetic methods
 LP0521.and adjusted by the National Geodetic Survey in November 1997.
 LP0521
 LP0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0521
 LP0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0521.GEOID18 height accuracy estimate available here.
 LP0521
 LP0521.The vertical order pertains to the NGVD 29 superseded value.
 LP0521
 LP0521.Click photographs - Photos may exist for this station.
 LP0521
 LP0521.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0521
 LP0521. The following values were computed from the NAD 83(1994) position.
 LP0521
 LP0521;                    North         East     Units Scale Factor Converg.
 LP0521;SPC UT C     - 2,221,966.383   367,716.814   MT  0.99993493   -0 59 49.7
 LP0521;SPC UT C     - 7,289,901.37  1,206,417.58   sFT  0.99993493   -0 59 49.7
 LP0521;UTM  12      - 4,465,559.533   325,269.752   MT  0.99997583   -1 19 52.1
 LP0521
 LP0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0521!SPC UT C     -   0.99977725  x   0.99993493  =   0.99971219
 LP0521!UTM  12      -   0.99977725  x   0.99997583  =   0.99975308
 LP0521
 LP0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK2526965559(NAD 83)
 LP0521
 LP0521                          SUPERSEDED SURVEY CONTROL
 LP0521
 LP0521  NAD 83(1986)-  40 19 20.25501(N)    113 03 23.80907(W) AD(       ) 2
 LP0521  NAD 27      -  40 19 20.47627(N)    113 03 20.89258(W) AD(       ) 2
 LP0521  NGVD 29            1437.58   (m)         4716.5    (f) LEVELING    3  
 LP0521
 LP0521.Superseded values are not recommended for survey control.
 LP0521
 LP0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0521.See file dsdata.pdf to determine how the superseded data were derived.
 LP0521
 LP0521_MARKER: DB = BENCH MARK DISK
 LP0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0521_STAMPING: 28 WF 1953 4717
 LP0521_MARK LOGO: USGS
 LP0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0521+STABILITY: SURFACE MOTION
 LP0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0521+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2015
 LP0521
 LP0521  HISTORY     - Date     Condition        Report By
 LP0521  HISTORY     - 1953     MONUMENTED       USGS
 LP0521  HISTORY     - 1965     GOOD             CGS
 LP0521  HISTORY     - 20150507 GOOD             INDIV
 LP0521
 LP0521                          STATION DESCRIPTION
 LP0521
 LP0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0521'TO REACH THE MARK FROM THE DITTO TECHNICAL CENTER AT DUGWAY, GO
 LP0521'WEST FOR 1.8 MILES TO A GUARD GATE AND A FORK.  TAKE THE RIGHT
 LP0521'FORK FOR 4.65 MILES TO AN INTERSECTION ON THE WEST SIDE OF THE
 LP0521'BAKER AREA.  TAKE THE MAIN ROAD NORTH FOR 7.2 MILES TO A FORK,
 LP0521'TAKE THE LEFT FORK AND CONTINUE NORTH FOR 1.6 MILES TO A SIDE
 LP0521'ROAD LEFT.  CONTINUE NORTH FOR 0.6 MILE TO THE MARK ON THE LEFT.
 LP0521'
 LP0521'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED, 28
 LP0521'WF 1953 4717 FEET.  IT IS SET IN THE TOP OF A 7 INCH SQUARE
 LP0521'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 53 FEET WEST
 LP0521'OF THE CENTER OF THE ROAD, 33 FEET WEST OF ROAD EMBANKMENT AND
 LP0521'2.3 FEET SOUTHWEST OF A METAL POST.
 LP0521
 LP0521                          STATION RECOVERY (2015)
 LP0521
 LP0521'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (TS)
 LP0521'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0609 ***********************************************************************
 HO0609  DESIGNATION -  29
 HO0609  PID         -  HO0609
 HO0609  STATE/COUNTY-  UT/IRON
 HO0609  COUNTRY     -  US
 HO0609  USGS QUAD   -  DESERT MOUND (2017)
 HO0609
 HO0609                         *CURRENT SURVEY CONTROL
 HO0609  ______________________________________________________________________
 HO0609* NAD 83(1994) POSITION- 37 41 45.44577(N) 113 16 40.76292(W)   ADJUSTED
 HO0609* NAVD 88 ORTHO HEIGHT -  1723.4   (meters)     5654.    (feet) VERTCON3
 HO0609  ______________________________________________________________________
 HO0609  GEOID HEIGHT    -        -22.164 (meters)                     GEOID18
 HO0609  LAPLACE CORR    -          5.69  (seconds)                    DEFLEC18
 HO0609  HORZ ORDER      -  THIRD
 HO0609  VERT ORDER      -  THIRD ? (See Below)
 HO0609
 HO0609.The horizontal coordinates were established by classical geodetic methods
 HO0609.and adjusted by the National Geodetic Survey in November 1997.
 HO0609
 HO0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0609
 HO0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0609.GEOID18 height accuracy estimate available here.
 HO0609
 HO0609.The vertical order pertains to the NGVD 29 superseded value.
 HO0609
 HO0609.Click photographs - Photos may exist for this station.
 HO0609
 HO0609.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0609
 HO0609. The following values were computed from the NAD 83(1994) position.
 HO0609
 HO0609;                    North         East     Units Scale Factor Converg.
 HO0609;SPC UT S     - 3,115,724.532   343,209.145   MT  0.99995247   -1 05 21.7
 HO0609;SPC UT S     -10,222,172.90  1,126,012.00   sFT  0.99995247   -1 05 21.7
 HO0609;UTM  12      - 4,174,523.736   299,162.210   MT  1.00009685   -1 23 36.2
 HO0609
 HO0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0609!SPC UT S     -   0.99973312  x   0.99995247  =   0.99968560
 HO0609!UTM  12      -   0.99973312  x   1.00009685  =   0.99982994
 HO0609
 HO0609:                Primary Azimuth Mark                     Grid Az
 HO0609:SPC UT S     -  HIGH                                     084 48 20.5
 HO0609:UTM  12      -  HIGH                                     085 06 35.0
 HO0609
 HO0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG9916274523(NAD 83)
 HO0609
 HO0609|---------------------------------------------------------------------|
 HO0609| PID    Reference Object                     Distance      Geod. Az  |
 HO0609|                                                           dddmmss.s |
 HO0609| HO0608 HIGH                                APPROX. 3.9 KM 0834258.8 |
 HO0609|---------------------------------------------------------------------|
 HO0609
 HO0609                          SUPERSEDED SURVEY CONTROL
 HO0609
 HO0609  NAD 83(1986)-  37 41 45.44312(N)    113 16 40.75606(W) AD(       ) 3
 HO0609  NAD 27      -  37 41 45.53455(N)    113 16 37.91519(W) AD(       ) 3
 HO0609
 HO0609.Superseded values are not recommended for survey control.
 HO0609
 HO0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0609.See file dsdata.pdf to determine how the superseded data were derived.
 HO0609
 HO0609_MARKER: DB = BENCH MARK DISK
 HO0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0609_STAMPING: 29 JDB 1948 5650
 HO0609_MARK LOGO: USGS
 HO0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0609+STABILITY: SURFACE MOTION
 HO0609
 HO0609  HISTORY     - Date     Condition        Report By
 HO0609  HISTORY     - 1948     MONUMENTED       USGS
 HO0609  HISTORY     - 1949     GOOD             USGS
 HO0609
 HO0609                          STATION DESCRIPTION
 HO0609
 HO0609'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (RBW)
 HO0609'STATION IS EXISTING LEVEL BENCH MARK FOUND AS DESCRIBED IN IRON
 HO0609'MOUNTAIN QUADRANGLE LEVEL MULTILITH AS FOLLOWS
 HO0609'
 HO0609'NEWCASTLE, ABOUT 16.7 MI. E. OF ALONG STATE HIGHWAY 56, AT CROSSING
 HO0609'OF THE UNION PACIFIC RAILROAD, 45 FT. N. AND 45 FT. W. OF CENTER OF
 HO0609'CROSSING, 6 FT. W. OF TELEPHONE POLE, IN TOP OF CONCRETE POST,
 HO0609'STANDARD TABLET, STAMPED ---29 JDB 1948 5650---.
 HO0609'
 HO0609'RECOVERED --TO REACH FROM CEDAR CITY, FOLLOW STATE
 HO0609'HIGHWAY 56 FOR 5.5 MI. W., TURN RIGHT AT RD. FORKS ONTO GRAVELED
 HO0609'RD. AND THENCE 7.7 MI. W. TO UNION PACIFIC RAILROAD CROSSING AND
 HO0609'BENCH MARK ON NW. CORNER.
 HO0609'
 HO0609'TWO REFERENCE MARKS WERE ESTABLISHED IN PREFERENCE OF EXISTING ONE
 HO0609'AS FOLLOWS
 HO0609'
 HO0609'REFERENCE MARK NO. 1--STATE HIGHWAY DISK, WELDED TO TOP OF A 2 IN.
 HO0609'IRON PIPE CEMENTED IN GROUND AND PROJECTING 1 FT. ABOVE SURFACE.
 HO0609'MARK IS 45 FT. N. OF CENTER OF RD., 3.2 FT. HIGHER THAN BENCH MARK
 HO0609'AND 148.71 FT. FROM STATION MARK, N 74 DEG E.
 HO0609'(NOT STAMPED BY USGS.)
 HO0609'
 HO0609'REFERENCE MARK NO. 2--STATE HIGHWAY DISK, WELDED TO TOP OF A 2 IN.
 HO0609'IRON PIPE CEMENTED IN GROUND AND PROJECTING 1 FT. ABOVE SURFACE.
 HO0609'MARK IS 45 FT. S. OF CENTER OF RD., 4.5 FT. HIGHER THAN BENCH MARK
 HO0609'AND 178.97 FT. FROM STATION MARK, S 73 DEG 02 MIN E.
 HO0609'(NOT STAMPED BY USGS.)
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0623 ***********************************************************************
 JO0623  DESIGNATION -  29 DOR
 JO0623  PID         -  JO0623
 JO0623  STATE/COUNTY-  UT/BEAVER
 JO0623  COUNTRY     -  US
 JO0623  USGS QUAD   -  OBSERVATION KNOLL (2017)
 JO0623
 JO0623                         *CURRENT SURVEY CONTROL
 JO0623  ______________________________________________________________________
 JO0623* NAD 83(1986) POSITION- 38 09 38.     (N) 113 39 08.     (W)   SCALED
 JO0623* NAVD 88 ORTHO HEIGHT -  1917.956 (meters)     6292.49  (feet) POSTED
 JO0623  ______________________________________________________________________
 JO0623  GEOID HEIGHT    -        -21.764 (meters)                     GEOID18
 JO0623  DYNAMIC HEIGHT  -       1915.77  (meters)     6285.3   (feet) COMP
 JO0623  MODELED GRAVITY -    979,422.1   (mgal)                       NAVD 88
 JO0623
 JO0623  VERT ORDER      -  * POSTED, SEE BELOW
 JO0623
 JO0623.The horizontal coordinates were scaled from a map and have
 JO0623.an estimated accuracy of +/- 6 seconds.
 JO0623
 JO0623.The orthometric height was determined by differential leveling
 JO0623.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0623
 JO0623.* This is a POSTED BENCH MARK height.
 JO0623
 JO0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0623.GEOID18 height accuracy estimate available here.
 JO0623
 JO0623.Click photographs - Photos may exist for this station.
 JO0623
 JO0623.The dynamic height is computed by dividing the NAVD 88
 JO0623.geopotential number by the normal gravity value computed on the
 JO0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0623.degrees latitude (g = 980.6199 gals.).
 JO0623
 JO0623.The modeled gravity was interpolated from observed gravity values.
 JO0623
 JO0623;                    North         East    Units  Estimated Accuracy
 JO0623;SPC UT S     - 3,167,970.      311,400.      MT  (+/- 180 meters Scaled)
 JO0623
 JO0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH676269(NAD 83)
 JO0623
 JO0623                          SUPERSEDED SURVEY CONTROL
 JO0623
 JO0623.No superseded survey control is available for this station.
 JO0623
 JO0623_MARKER: DB = BENCH MARK DISK
 JO0623_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JO0623+WITH SETTING: INFORMATION.
 JO0623_STAMPING: 29 DOR 1971 6289
 JO0623_MARK LOGO: USGS
 JO0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0623
 JO0623  HISTORY     - Date     Condition        Report By
 JO0623  HISTORY     - 1971     MONUMENTED       USGS
 JO0623
 JO0623                          STATION DESCRIPTION
 JO0623
 JO0623'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 JO0623'34.0 KM (21.10 MI) NW FROM LUND.
 JO0623'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0623'AND PINE VALLEY ROAD, PROCEED 21.1 MILES NORTHWEST ALONG PINE VALLEY
 JO0623'ROAD TO THE SOUTH EDGE OF A GREAT CLEARING, AT THE SUMMIT OF A LOW
 JO0623'DIVIDE, 210 FEET EAST OF THE CENTER OF THE ROAD.  A COPPER-CLAD STEEL
 JO0623'ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JO0623'THE MARK IS 1 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0537 ***********************************************************************
 MR0537  DESIGNATION -  29 FMK
 MR0537  PID         -  MR0537
 MR0537  STATE/COUNTY-  UT/WEBER
 MR0537  COUNTRY     -  US
 MR0537  USGS QUAD   -  OGDEN (2017)
 MR0537
 MR0537                         *CURRENT SURVEY CONTROL
 MR0537  ______________________________________________________________________
 MR0537* NAD 83(1986) POSITION- 41 08 34.24   (N) 111 55 26.94   (W)   HD_HELD1
 MR0537* NAVD 88 ORTHO HEIGHT -  1379.548 (meters)     4526.07  (feet) ADJUSTED
 MR0537  ______________________________________________________________________
 MR0537  GEOID HEIGHT    -        -16.524 (meters)                     GEOID18
 MR0537  DYNAMIC HEIGHT  -       1378.497 (meters)     4522.62  (feet) COMP
 MR0537  MODELED GRAVITY -    979,814.2   (mgal)                       NAVD 88
 MR0537
 MR0537  VERT ORDER      -  FIRST     CLASS II
 MR0537
 MR0537.The horizontal coordinates were determined by differentially corrected
 MR0537.hand held GPS observations or other comparable positioning techniques
 MR0537.and have an estimated accuracy of +/- 3 meters.
 MR0537
 MR0537.The orthometric height was determined by differential leveling and
 MR0537.adjusted by the NATIONAL GEODETIC SURVEY
 MR0537.in June 1991.
 MR0537
 MR0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0537.GEOID18 height accuracy estimate available here.
 MR0537
 MR0537.Click photographs - Photos may exist for this station.
 MR0537
 MR0537.The dynamic height is computed by dividing the NAVD 88
 MR0537.geopotential number by the normal gravity value computed on the
 MR0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0537.degrees latitude (g = 980.6199 gals.).
 MR0537
 MR0537.The modeled gravity was interpolated from observed gravity values.
 MR0537
 MR0537;                    North         East    Units  Estimated Accuracy
 MR0537;SPC UT N     - 1,089,982.6     464,392.8     MT  (+/- 3 meters HH1 GPS) 
 MR0537
 MR0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2244555025(NAD 83)
 MR0537
 MR0537                          SUPERSEDED SURVEY CONTROL
 MR0537
 MR0537  NGVD 29 (06/08/92) 1378.547  (m)         4522.78   (f) ADJUSTED    1 2
 MR0537
 MR0537.Superseded values are not recommended for survey control.
 MR0537
 MR0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0537.See file dsdata.pdf to determine how the superseded data were derived.
 MR0537
 MR0537_MARKER: DB = BENCH MARK DISK
 MR0537_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MR0537_STAMPING: 29 FMK 1974
 MR0537_MARK LOGO: USGS
 MR0537_PROJECTION: FLUSH
 MR0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0537_ROD/PIPE-DEPTH: 4.6 meters
 MR0537
 MR0537  HISTORY     - Date     Condition        Report By
 MR0537  HISTORY     - 1974     MONUMENTED       USGS
 MR0537  HISTORY     - 1983     GOOD             NGS
 MR0537
 MR0537                          STATION DESCRIPTION
 MR0537
 MR0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0537'13.1 KM (8.15 MI) SOUTH FROM OGDEN.
 MR0537'13.1 KM (8.15 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0537'STATION IN OGDEN, 12.7 METERS (41.7 FT) NORTHWEST OF A FIRE HYDRANT,
 MR0537'9.0 METERS (29.5 FT) WEST OF A UTILITY POLE, 7.4 METERS (24.3 FT)
 MR0537'SOUTH OF THE NEAR RAIL, 6.7 METERS (22.0 FT) EAST OF THE EXTENDED
 MR0537'CENTER OF A DRIVEWAY, AND 5.9 METERS (19.4 FT) NORTH OF THE CENTER OF
 MR0537'A PRIVATE ROAD.  NOTE=THE DISK IS CRIMPED TO THE TOP OF A
 MR0537'COPPER-COATED STEEL ROD THAT IS ENCASED IN A 6-INCH BLACK PLASTIC
 MR0537'PIPE.
 MR0537'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MR0537'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0522 ***********************************************************************
 LP0522  DESIGNATION -  29 WF
 LP0522  PID         -  LP0522
 LP0522  STATE/COUNTY-  UT/TOOELE
 LP0522  COUNTRY     -  US
 LP0522  USGS QUAD   -  WIG MOUNTAIN (2017)
 LP0522
 LP0522                         *CURRENT SURVEY CONTROL
 LP0522  ______________________________________________________________________
 LP0522* NAD 83(1994) POSITION- 40 17 17.54263(N) 113 02 59.44598(W)   ADJUSTED
 LP0522* NAVD 88 ORTHO HEIGHT -  1334.54  (+/-2cm)     4378.4   (feet) VERTCON3
 LP0522  ______________________________________________________________________
 LP0522  GEOID HEIGHT    -        -18.441 (meters)                     GEOID18
 LP0522  LAPLACE CORR    -          3.74  (seconds)                    DEFLEC18
 LP0522  HORZ ORDER      -  SECOND
 LP0522  VERT ORDER      -  THIRD ? (See Below)
 LP0522
 LP0522.The horizontal coordinates were established by classical geodetic methods
 LP0522.and adjusted by the National Geodetic Survey in November 1997.
 LP0522
 LP0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0522
 LP0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0522.GEOID18 height accuracy estimate available here.
 LP0522
 LP0522.The vertical order pertains to the NGVD 29 superseded value.
 LP0522
 LP0522.Click photographs - Photos may exist for this station.
 LP0522
 LP0522.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0522
 LP0522. The following values were computed from the NAD 83(1994) position.
 LP0522
 LP0522;                    North         East     Units Scale Factor Converg.
 LP0522;SPC UT C     - 2,218,171.968   368,226.566   MT  0.99993005   -0 59 34.1
 LP0522;SPC UT C     - 7,277,452.53  1,208,089.99   sFT  0.99993005   -0 59 34.1
 LP0522;UTM  12      - 4,461,762.054   325,757.430   MT  0.99997374   -1 19 33.0
 LP0522
 LP0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0522!SPC UT C     -   0.99979358  x   0.99993005  =   0.99972365
 LP0522!UTM  12      -   0.99979358  x   0.99997374  =   0.99976733
 LP0522
 LP0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK2575761762(NAD 83)
 LP0522
 LP0522                          SUPERSEDED SURVEY CONTROL
 LP0522
 LP0522  NAD 83(1986)-  40 17 17.53511(N)    113 02 59.43368(W) AD(       ) 2
 LP0522  NAD 27      -  40 17 17.75440(N)    113 02 56.52237(W) AD(       ) 2
 LP0522  NGVD 29            1333.51   (m)         4375.0    (f) LEVELING    3  
 LP0522
 LP0522.Superseded values are not recommended for survey control.
 LP0522
 LP0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0522.See file dsdata.pdf to determine how the superseded data were derived.
 LP0522
 LP0522_MARKER: DB = BENCH MARK DISK
 LP0522_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LP0522_STAMPING: 29 WF 1953 4375
 LP0522_MARK LOGO: USGS
 LP0522_PROJECTION: PROJECTING 20 CENTIMETERS
 LP0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0522+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2016
 LP0522
 LP0522  HISTORY     - Date     Condition        Report By
 LP0522  HISTORY     - 1953     MONUMENTED       USGS
 LP0522  HISTORY     - 20160517 GOOD             NGS
 LP0522
 LP0522                          STATION DESCRIPTION
 LP0522
 LP0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 2016 (DH)
 LP0522'THIS MARK IS ON A US MILITARY BASE - DUGWAY PROVING GROUND.  FROM LIFE
 LP0522'SCIENCE TEST FACILITY, NORTH 6.2 MI (10.0 KM) TO AN INTERSECTION.
 LP0522'MARK IS IN THE NORTHEAST CORNER, APPROXIMATELY 25 M (82.0 FT) FROM THE
 LP0522'RD.
 LP0522'
 LP0522'ADMIN   NOTE-USER VERIFIED THAT THIS MARK ID PHOTOS MATCH THIS
 LP0522'SOLUTION, WHICH PLACES THE MARK 458 M (1502.6 FT) NORTH OF THE 1953
 LP0522'TRIANGULATION.  OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0858 ***********************************************************************
 LO0858  DESIGNATION -  2S1E 2211
 LO0858  PID         -  LO0858
 LO0858  STATE/COUNTY-  UT/SALT LAKE
 LO0858  COUNTRY     -  US
 LO0858  USGS QUAD   -  SUGAR HOUSE (2017)
 LO0858
 LO0858                         *CURRENT SURVEY CONTROL
 LO0858  ______________________________________________________________________
 LO0858* NAD 83(1994) POSITION- 40 37 30.56351(N) 111 48 56.92371(W)   ADJUSTED
 LO0858* NAVD 88 ORTHO HEIGHT -  1456.3   (meters)     4778.    (feet) VERTCON3
 LO0858  ______________________________________________________________________
 LO0858  GEOID HEIGHT    -        -16.605 (meters)                     GEOID18
 LO0858  LAPLACE CORR    -         17.45  (seconds)                    DEFLEC18
 LO0858  HORZ ORDER      -  SECOND
 LO0858
 LO0858.The horizontal coordinates were established by classical geodetic methods
 LO0858.and adjusted by the National Geodetic Survey in November 1997.
 LO0858
 LO0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0858
 LO0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0858.GEOID18 height accuracy estimate available here.
 LO0858
 LO0858.Click photographs - Photos may exist for this station.
 LO0858
 LO0858.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0858
 LO0858. The following values were computed from the NAD 83(1994) position.
 LO0858
 LO0858;                    North         East     Units Scale Factor Converg.
 LO0858;SPC UT C     - 2,254,492.031   473,279.344   MT  0.99999391   -0 12 08.3
 LO0858;SPC UT C     - 7,396,612.61  1,552,750.65   sFT  0.99999391   -0 12 08.3
 LO0858;UTM  12      - 4,497,467.088   431,001.363   MT  0.99965860   -0 31 52.3
 LO0858
 LO0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0858!SPC UT C     -   0.99977421  x   0.99999391  =   0.99976812
 LO0858!UTM  12      -   0.99977421  x   0.99965860  =   0.99943289
 LO0858
 LO0858:                Primary Azimuth Mark                     Grid Az
 LO0858:SPC UT C     -  MURRAY BUEHNER CO N STACK                299 27 47.8
 LO0858:UTM  12      -  MURRAY BUEHNER CO N STACK                299 47 31.8
 LO0858
 LO0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK3100197467(NAD 83)
 LO0858
 LO0858|---------------------------------------------------------------------|
 LO0858| PID    Reference Object                     Distance      Geod. Az  |
 LO0858|                                                           dddmmss.s |
 LO0858| CM4111 2S1E 2211 RM 1                        6.482 METERS 09946     |
 LO0858| LO0935 MURRAY BUEHNER CO N STACK           APPROX. 7.4 KM 2991539.5 |
 LO0858| LO0931 SOUTH SALT LAKE VITRO CHEM STK      APPROX.11.5 KM 3172833.7 |
 LO0858|---------------------------------------------------------------------|
 LO0858
 LO0858                          SUPERSEDED SURVEY CONTROL
 LO0858
 LO0858  NAD 83(1993)-  40 37 30.56353(N)    111 48 56.92329(W) AD(       ) 2
 LO0858  NAD 83(1986)-  40 37 30.55193(N)    111 48 56.91629(W) AD(       ) 2
 LO0858  NAD 27      -  40 37 30.73834(N)    111 48 54.15934(W) AD(       ) 2
 LO0858  NGVD 29 (07/19/86) 1455.3    (m)         4775.     (f) VERT ANG       
 LO0858
 LO0858.Superseded values are not recommended for survey control.
 LO0858
 LO0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0858.See file dsdata.pdf to determine how the superseded data were derived.
 LO0858
 LO0858_MARKER: Z = SEE DESCRIPTION
 LO0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0858
 LO0858  HISTORY     - Date     Condition        Report By
 LO0858  HISTORY     - 1974     MONUMENTED       UT-035
 LO0858
 LO0858                          STATION DESCRIPTION
 LO0858
 LO0858'DESCRIBED BY SALT LAKE COUNTY UTAH 1974 (RS)
 LO0858'THIS STATION IS ABOUT 4.5 MILES SOUTHWEST OF MURRAY, 4.0 MILES
 LO0858'NORTHEAST OF SANDY, AND 3.5 MILES SOUTHEAST OF HOLLADAY.
 LO0858'
 LO0858'TO REACH FROM THE INTERSECTION OF HIGHLAND DRIVE (2000 EAST) AND
 LO0858'FORT UNION BOULEVARD (UTAH STATE HIGHWAY 152), GO EAST FOR 1.0
 LO0858'MILE TO A L.D.S. CHURCH HOUSE ON NORTH SIDE OF ROAD, TURN LEFT
 LO0858'AND GO NORTH IN WEST DRIVEWAY OF L.D.S. CHURCH HOUSE (BUTLER
 LO0858'FIRST WARD) TO THE NORTH WEST CORNER OF PARKING LOT AND STATION.
 LO0858'
 LO0858'STATION IS A BRASS TRIANGLE SET IN A 6X6 INCH CONCRETE BLOCK AND
 LO0858'HAS AN UNDERGROUND STATION.  BOTH MARKS ARE STAMPED 2S1E
 LO0858'2211.  STATION IS 2.55 FEET NORTH OF A RIVET IN THE NORTHWEST
 LO0858'SECTION OF A RETAINING WALL, 21.27 FEET WEST OF A RIVET IN THE
 LO0858'RETAINING WALL AND IS 212.55 FEET NORTH OF THE NORTHWEST CORNER
 LO0858'OF THE CHURCH BUILDING.
 LO0858'
 LO0858'RM 1 IS A COPPER RIVET SET IN RETAINING WALL, 21.27 FEET EAST
 LO0858'OF STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0924 ***********************************************************************
 LO0924  DESIGNATION -  2S1W 3010
 LO0924  PID         -  LO0924
 LO0924  STATE/COUNTY-  UT/SALT LAKE
 LO0924  COUNTRY     -  US
 LO0924  USGS QUAD   -  MIDVALE (2017)
 LO0924
 LO0924                         *CURRENT SURVEY CONTROL
 LO0924  ______________________________________________________________________
 LO0924* NAD 83(1994) POSITION- 40 36 34.03968(N) 111 59 50.12138(W)   ADJUSTED
 LO0924* NAVD 88 ORTHO HEIGHT -  1411.6   (meters)     4631.    (feet) VERTCON3
 LO0924  ______________________________________________________________________
 LO0924  GEOID HEIGHT    -        -17.266 (meters)                     GEOID18
 LO0924  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 LO0924  HORZ ORDER      -  SECOND
 LO0924
 LO0924.The horizontal coordinates were established by classical geodetic methods
 LO0924.and adjusted by the National Geodetic Survey in November 1997.
 LO0924
 LO0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0924
 LO0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0924.GEOID18 height accuracy estimate available here.
 LO0924
 LO0924.Click photographs - Photos may exist for this station.
 LO0924
 LO0924.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0924
 LO0924. The following values were computed from the NAD 83(1994) position.
 LO0924
 LO0924;                    North         East     Units Scale Factor Converg.
 LO0924;SPC UT C     - 2,252,818.300   457,917.941   MT  0.99999016   -0 19 06.7
 LO0924;SPC UT C     - 7,391,121.37  1,502,352.44   sFT  0.99999016   -0 19 06.7
 LO0924;UTM  12      - 4,495,882.302   415,635.491   MT  0.99968761   -0 38 56.9
 LO0924
 LO0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0924!SPC UT C     -   0.99978132  x   0.99999016  =   0.99977149
 LO0924!UTM  12      -   0.99978132  x   0.99968761  =   0.99946900
 LO0924
 LO0924:                Primary Azimuth Mark                     Grid Az
 LO0924:SPC UT C     -  JAKE                                     003 54 40.0
 LO0924:UTM  12      -  JAKE                                     004 14 30.2
 LO0924
 LO0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1563595882(NAD 83)
 LO0924
 LO0924|---------------------------------------------------------------------|
 LO0924| PID    Reference Object                     Distance      Geod. Az  |
 LO0924|                                                           dddmmss.s |
 LO0924| LO0923 JAKE                                APPROX. 0.9 KM 0033533.3 |
 LO0924| LO0935 MURRAY BUEHNER CO N STACK           APPROX.10.4 KM 0590202.7 |
 LO0924| LO0925 AIRPORT BCN SALT LAKE NO 2 APT      APPROX. 1.1 KM 3583841.6 |
 LO0924|---------------------------------------------------------------------|
 LO0924
 LO0924                          SUPERSEDED SURVEY CONTROL
 LO0924
 LO0924  NAD 83(1993)-  40 36 34.03897(N)    111 59 50.11967(W) AD(       ) 2
 LO0924  NAD 83(1986)-  40 36 34.02882(N)    111 59 50.11345(W) AD(       ) 2
 LO0924  NAD 27      -  40 36 34.21782(N)    111 59 47.33739(W) AD(       ) 2
 LO0924  NGVD 29 (07/19/86) 1410.6    (m)         4628.     (f) VERT ANG       
 LO0924
 LO0924.Superseded values are not recommended for survey control.
 LO0924
 LO0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0924.See file dsdata.pdf to determine how the superseded data were derived.
 LO0924
 LO0924_MARKER: DD = SURVEY DISK
 LO0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0924
 LO0924  HISTORY     - Date     Condition        Report By
 LO0924  HISTORY     - 1946     MONUMENTED       UT-035
 LO0924
 LO0924                          STATION DESCRIPTION
 LO0924
 LO0924'DESCRIBED BY SALT LAKE COUNTY UTAH 1946
 LO0924'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 68 AND STATE HIGHWAY
 LO0924'48, GO WEST ON STATE HIGHWAY 48 FOR 1.7 MILES TO A SIDE ROAD LEFT
 LO0924'(3220 SOUTH).  CONTINUE WEST ON STATE HIGHWAY 48 FOR 1.1 MILES TO A
 LO0924'FORK.  KEEP THE RIGHT FORK AND CONTINUE WEST ON THE PAVED ROAD FOR 0.5
 LO0924'MILE TO THE SALT LAKE COUNTY MARK 2S 1W 3010 (SL CO) IN THE MIDDLE OF
 LO0924'A PAVED ROAD AND A SIDE PAVED ROAD RIGHT.
 LO0924'
 LO0924'2S 1W 3010 (SLCO) IS A SALT LAKE COUNTY DISK STAMPED 2S 1W 3010,
 LO0924'CEMENTEDF IN A ROUND CONCRETE POST THAT IS 4 INCHES BELOW THE ROAD
 LO0924'SURFACE, WITH CAST IRON RING AND LID OVER TOP.  IT IS 71 FEET SW
 LO0924'OF A STEEL FENCE POST, 44 FEET SOUTHEAST OF A POWER POLE AND IN THE
 LO0924'MIDDLE OF THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0376 ***********************************************************************
 LP0376  DESIGNATION -  2S2W 1610
 LP0376  PID         -  LP0376
 LP0376  STATE/COUNTY-  UT/SALT LAKE
 LP0376  COUNTRY     -  US
 LP0376  USGS QUAD   -  MAGNA (2017)
 LP0376
 LP0376                         *CURRENT SURVEY CONTROL
 LP0376  ______________________________________________________________________
 LP0376* NAD 83(1994) POSITION- 40 38 43.42782(N) 112 04 01.32805(W)   ADJUSTED
 LP0376* NAVD 88 ORTHO HEIGHT -  1575.0   (meters)     5167.    (feet) VERTCON3
 LP0376  ______________________________________________________________________
 LP0376  GEOID HEIGHT    -        -17.200 (meters)                     GEOID18
 LP0376  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 LP0376  HORZ ORDER      -  SECOND
 LP0376
 LP0376.The horizontal coordinates were established by classical geodetic methods
 LP0376.and adjusted by the National Geodetic Survey in November 1997.
 LP0376
 LP0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0376
 LP0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0376.GEOID18 height accuracy estimate available here.
 LP0376
 LP0376.Click photographs - Photos may exist for this station.
 LP0376
 LP0376.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0376
 LP0376. The following values were computed from the NAD 83(1994) position.
 LP0376
 LP0376;                    North         East     Units Scale Factor Converg.
 LP0376;SPC UT C     - 2,256,844.478   452,037.967   MT  0.99999886   -0 21 47.6
 LP0376;SPC UT C     - 7,404,330.59  1,483,061.23   sFT  0.99999886   -0 21 47.6
 LP0376;UTM  12      - 4,499,941.185   409,780.651   MT  0.99970019   -0 41 42.3
 LP0376
 LP0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0376!SPC UT C     -   0.99975569  x   0.99999886  =   0.99975455
 LP0376!UTM  12      -   0.99975569  x   0.99970019  =   0.99945596
 LP0376
 LP0376:                Primary Azimuth Mark                     Grid Az
 LP0376:SPC UT C     -  2S2W 2210                                140 57 58.0
 LP0376:UTM  12      -  2S2W 2210                                141 17 52.7
 LP0376
 LP0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK0978099941(NAD 83)
 LP0376
 LP0376|---------------------------------------------------------------------|
 LP0376| PID    Reference Object                     Distance      Geod. Az  |
 LP0376|                                                           dddmmss.s |
 LP0376| LP0357 BACCHUS AF PLANT 81 TANK            APPROX. 3.2 KM 0363102.5 |
 LP0376| CM4114 2S2W 1610 RM 2                       10.010 METERS 12243     |
 LP0376| LP0372 2S2W 2210                           APPROX. 1.5 KM 1403610.4 |
 LP0376| CM4113 2S2W 1610 RM 1                       15.780 METERS 25112     |
 LP0376|---------------------------------------------------------------------|
 LP0376
 LP0376                          SUPERSEDED SURVEY CONTROL
 LP0376
 LP0376  NAD 83(1993)-  40 38 43.42699(N)    112 04 01.32454(W) AD(       ) 2
 LP0376  NAD 83(1986)-  40 38 43.41854(N)    112 04 01.31830(W) AD(       ) 2
 LP0376  NAD 27      -  40 38 43.61095(N)    112 03 58.53120(W) AD(       ) 2
 LP0376  NGVD 29 (07/19/86) 1574.0    (m)         5164.     (f) VERT ANG       
 LP0376
 LP0376.Superseded values are not recommended for survey control.
 LP0376
 LP0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0376.See file dsdata.pdf to determine how the superseded data were derived.
 LP0376
 LP0376_MARKER: DD = SURVEY DISK
 LP0376_SETTING: 80 = SET IN A BOULDER
 LP0376_STAMPING: 2S2W 1610 1974
 LP0376_MARK LOGO: UT-035
 LP0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0376+STABILITY: SURFACE MOTION
 LP0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0376+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2002
 LP0376
 LP0376  HISTORY     - Date     Condition        Report By
 LP0376  HISTORY     - 1974     MONUMENTED       UT-035
 LP0376  HISTORY     - 20020903 GOOD             GEOCAC
 LP0376
 LP0376                          STATION DESCRIPTION
 LP0376
 LP0376'DESCRIBED BY SALT LAKE COUNTY UTAH 1974 (RS)
 LP0376'THIS STATION IS LOCATED ABOUT 4.5 MILES SOUTHEAST OF MAGNA, 4.0
 LP0376'MILES WEST OF KEARNS, AND 1.5 MILES SOUTHEAST OF BACCHUS.
 LP0376'
 LP0376'TO REACH THIS STATION FROM THE INTERSECTION OF 5400 SOUTH STREET
 LP0376'(STATE HIGHWAY 173), AND 8400 WEST STREET (STATE HIGHWAY 111), GO
 LP0376'SOUTH ON 8400 WEST STREET FOR 0.6 MILE TO END OF TRUCK
 LP0376'TRAVEL.  STATION IS LOCATED APPROXIMATELY 82 FEET WEST OF THE WEST
 LP0376'EDGE OF THE ASPHALT ROADWAY (8400 WEST STREET).
 LP0376'
 LP0376'STATION IS A STANDARD SALT LAKE COUNTY TRIANGLE BRASS DISK,
 LP0376'CEMENTED IN A DRILL HOLE, IN A 2 FOOT X 3 FOOT ROCK, 4 INCHES ABOVE
 LP0376'NATURAL GROUND.  DISK IS STAMPED 2S2W 1610 1974.
 LP0376'
 LP0376'REFERENCE MARK 1 IS A STANDARD SALT LAKE COUNTY CIRCULAR BRASS
 LP0376'DISK, CEMENTED IN A DRILL HOLE, IN A 4 FOOT X 2 FOOT ROCK, 8 INCHES
 LP0376'ABOVE NATURAL GROUND.  DISK IS STAMPED RM 1 AND IS 51.80 FEET
 LP0376'NORTHWEST OF THE STATION.
 LP0376'
 LP0376'REFERENCE MARK 2 IS A STANDARD SALT LAKE COUNTY CIRCULAR BRASS
 LP0376'DISK, CEMENTED IN A DRILL HOLE, IN A 4 FOOT X 5 FOOT ROCK, 2 FEET
 LP0376'ABOVE NATURAL GROUND.  DISK IS STAMPED RM 2 AND IS 32.81 FEET
 LP0376'SOUTHEAST OF THE STATION.
 LP0376
 LP0376                          STATION RECOVERY (2002)
 LP0376
 LP0376'RECOVERY NOTE BY GEOCACHING 2002 (KR)
 LP0376'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0372 ***********************************************************************
 LP0372  DESIGNATION -  2S2W 2210
 LP0372  PID         -  LP0372
 LP0372  STATE/COUNTY-  UT/SALT LAKE
 LP0372  COUNTRY     -  US
 LP0372  USGS QUAD   -  MAGNA (2017)
 LP0372
 LP0372                         *CURRENT SURVEY CONTROL
 LP0372  ______________________________________________________________________
 LP0372* NAD 83(1994) POSITION- 40 38 06.89343(N) 112 03 21.94178(W)   ADJUSTED
 LP0372* NAVD 88 ORTHO HEIGHT -  1576.1   (meters)     5171.    (feet) VERTCON3
 LP0372  ______________________________________________________________________
 LP0372  GEOID HEIGHT    -        -17.214 (meters)                     GEOID18
 LP0372  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC18
 LP0372  HORZ ORDER      -  SECOND
 LP0372
 LP0372.The horizontal coordinates were established by classical geodetic methods
 LP0372.and adjusted by the National Geodetic Survey in November 1997.
 LP0372
 LP0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0372
 LP0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0372.GEOID18 height accuracy estimate available here.
 LP0372
 LP0372.Click photographs - Photos may exist for this station.
 LP0372
 LP0372.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0372
 LP0372. The following values were computed from the NAD 83(1994) position.
 LP0372
 LP0372;                    North         East     Units Scale Factor Converg.
 LP0372;SPC UT C     - 2,255,711.739   452,956.349   MT  0.99999636   -0 21 22.4
 LP0372;SPC UT C     - 7,400,614.26  1,486,074.29   sFT  0.99999636   -0 21 22.4
 LP0372;UTM  12      - 4,498,803.487   410,692.187   MT  0.99969817   -0 41 16.1
 LP0372
 LP0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0372!SPC UT C     -   0.99975552  x   0.99999636  =   0.99975188
 LP0372!UTM  12      -   0.99975552  x   0.99969817  =   0.99945377
 LP0372
 LP0372:                Primary Azimuth Mark                     Grid Az
 LP0372:SPC UT C     -  2S2W 1610                                320 57 58.4
 LP0372:UTM  12      -  2S2W 1610                                321 17 52.1
 LP0372
 LP0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1069298803(NAD 83)
 LP0372
 LP0372|---------------------------------------------------------------------|
 LP0372| PID    Reference Object                     Distance      Geod. Az  |
 LP0372|                                                           dddmmss.s |
 LP0372| CM4116 2S2W 2210 RM 2                       12.323 METERS 00606     |
 LP0372| LP0357 BACCHUS AF PLANT 81 TANK            APPROX. 3.9 KM 0150151.5 |
 LP0372| CM4115 2S2W 2210 RM 1                       22.909 METERS 29629     |
 LP0372| LP0376 2S2W 1610                           APPROX. 1.5 KM 3203636.0 |
 LP0372|---------------------------------------------------------------------|
 LP0372
 LP0372                          SUPERSEDED SURVEY CONTROL
 LP0372
 LP0372  NAD 83(1993)-  40 38 06.89268(N)    112 03 21.93813(W) AD(       ) 2
 LP0372  NAD 83(1986)-  40 38 06.88413(N)    112 03 21.93199(W) AD(       ) 2
 LP0372  NAD 27      -  40 38 07.07575(N)    112 03 19.14643(W) AD(       ) 2
 LP0372  NGVD 29 (07/19/86) 1575.1    (m)         5168.     (f) VERT ANG       
 LP0372
 LP0372.Superseded values are not recommended for survey control.
 LP0372
 LP0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0372.See file dsdata.pdf to determine how the superseded data were derived.
 LP0372
 LP0372_MARKER: DD = SURVEY DISK
 LP0372_SETTING: 80 = SET IN A BOULDER
 LP0372_STAMPING: 2S2W 2210 1974
 LP0372_MARK LOGO: UT-035
 LP0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0372+STABILITY: SURFACE MOTION
 LP0372
 LP0372  HISTORY     - Date     Condition        Report By
 LP0372  HISTORY     - 1974     MONUMENTED       UT-035
 LP0372
 LP0372                          STATION DESCRIPTION
 LP0372
 LP0372'DESCRIBED BY SALT LAKE COUNTY UTAH 1974 (RS)
 LP0372'THIS STATION IS ABOUT 5.5 MILES SOUTHEAST OF MAGNA, 3.5 MILES
 LP0372'SOUTHWEST OF KEARNS, AND 3.0 MILES SOUTHEAST OF BACCHUS.
 LP0372'
 LP0372'TO REACH FROM THE INTERSECTION OF 2400 SOUTH STREET (ALT. 50) AND
 LP0372'8400 WEST STREET (UTAH HIGHWAY 111), GO SOUTH ON 8400 WEST STREET
 LP0372'FOR 1.5 MILES TO THE INTERSECTION OF 8400 WEST STREET AND 3500
 LP0372'SOUTH STREET (UTAH HIGHWAY 171).  CONTINUE SOUTH ON 8400 WEST
 LP0372'STREET FOR 3.5 MILES TO THE INTERSECTION OF 8400 WEST STREET AND
 LP0372'5400 SOUTH STREET (UTAH HIGHWAY 173).  CONTINUE SOUTH ON 8400
 LP0372'WEST STREET FOR 1.7 MILES TO THE ENTRANCE ROAD TO THE MICROWAVE
 LP0372'TOWER.  TURN RIGHT ON DIRT TRACK ROAD AND GO WEST TO THE TOWER.
 LP0372'VEER LEFT AND GO SOUTHEAST ON DIRT TRACK ROAD FOR 0.05 MILE
 LP0372'TO STATION.  STATION IS LOCATED ABOUT 30 FEET NORTHEAST OF DIRT
 LP0372'TRACK ROAD.
 LP0372'
 LP0372'STATION IS A STANDARD SALT LAKE COUNTY TRIANGLE BRASS DISK, SET IN
 LP0372'A DRILLED HOLE, IN A 2.5 FOOT X 1.5 FOOT ROCK, STAMPED 1974 2S2W
 LP0372'2210.  ROCK IS 4 INCHES ABOVE NATURAL GROUND.
 LP0372'
 LP0372'REFERENCE MARK 1 IS A STANDARD SALT LAKE COUNTY CIRCULAR BRASS
 LP0372'DISK, SET IN A DRILLED HOLE, IN A 7 FOOT X 6 FOOT ROCK, 2.5 FEET
 LP0372'ABOVE NATURAL GROUND, STAMPED RM 1 (WITH ARROW) AND IS 75.16 FEET
 LP0372'NORTHWEST OF THE STATION.
 LP0372'
 LP0372'REFERENCE MARK 2 IS A STANDARD SALT LAKE COUNTY CIRCULAR BRASS DISK
 LP0372'SET IN A DRILLED HOLE IN A 3.5 FOOT X 2.0 FOOT ROCK, 1 FOOT ABOVE
 LP0372'NATURAL GROUND, STAMPED RM (WITH ARROW) AND IS 40.43 FEET NORTHEAST
 LP0372'OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0388 ***********************************************************************
 LP0388  DESIGNATION -  2S2W 2401
 LP0388  PID         -  LP0388
 LP0388  STATE/COUNTY-  UT/SALT LAKE
 LP0388  COUNTRY     -  US
 LP0388  USGS QUAD   -  COPPERTON (2017)
 LP0388
 LP0388                         *CURRENT SURVEY CONTROL
 LP0388  ______________________________________________________________________
 LP0388* NAD 83(1994) POSITION- 40 37 26.60266(N) 112 00 19.51503(W)   ADJUSTED
 LP0388* NAVD 88 ORTHO HEIGHT -  1424.3   (meters)     4673.    (feet) VERTCON3
 LP0388  ______________________________________________________________________
 LP0388  GEOID HEIGHT    -        -17.253 (meters)                     GEOID18
 LP0388  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 LP0388  HORZ ORDER      -  SECOND
 LP0388
 LP0388.The horizontal coordinates were established by classical geodetic methods
 LP0388.and adjusted by the National Geodetic Survey in November 1997.
 LP0388
 LP0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0388
 LP0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0388.GEOID18 height accuracy estimate available here.
 LP0388
 LP0388.Click photographs - Photos may exist for this station.
 LP0388
 LP0388.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0388
 LP0388. The following values were computed from the NAD 83(1994) position.
 LP0388
 LP0388;                    North         East     Units Scale Factor Converg.
 LP0388;SPC UT C     - 2,254,443.505   457,236.126   MT  0.99999365   -0 19 25.5
 LP0388;SPC UT C     - 7,396,453.40  1,500,115.52   sFT  0.99999365   -0 19 25.5
 LP0388;UTM  12      - 4,497,510.921   414,963.273   MT  0.99968901   -0 39 16.8
 LP0388
 LP0388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0388!SPC UT C     -   0.99977933  x   0.99999365  =   0.99977298
 LP0388!UTM  12      -   0.99977933  x   0.99968901  =   0.99946841
 LP0388
 LP0388:                Primary Azimuth Mark                     Grid Az
 LP0388:SPC UT C     -  KEARNS                                   053 39 36.4
 LP0388:UTM  12      -  KEARNS                                   053 59 27.7
 LP0388
 LP0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1496397510(NAD 83)
 LP0388
 LP0388|---------------------------------------------------------------------|
 LP0388| PID    Reference Object                     Distance      Geod. Az  |
 LP0388|                                                           dddmmss.s |
 LP0388| LO0936 KEARNS                              APPROX. 3.6 KM 0532010.9 |
 LP0388| LO0925 AIRPORT BCN SALT LAKE NO 2 APT      APPROX. 0.8 KM 1265220.0 |
 LP0388|---------------------------------------------------------------------|
 LP0388
 LP0388                          SUPERSEDED SURVEY CONTROL
 LP0388
 LP0388  NAD 83(1993)-  40 37 26.60211(N)    112 00 19.51358(W) AD(       ) 2
 LP0388  NAD 83(1986)-  40 37 26.59188(N)    112 00 19.50708(W) AD(       ) 2
 LP0388  NAD 27      -  40 37 26.78249(N)    112 00 16.72905(W) AD(       ) 2
 LP0388  NGVD 29 (07/19/86) 1423.3    (m)         4670.     (f) VERT ANG       
 LP0388
 LP0388.Superseded values are not recommended for survey control.
 LP0388
 LP0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0388.See file dsdata.pdf to determine how the superseded data were derived.
 LP0388
 LP0388_MARKER: DD = SURVEY DISK
 LP0388_STAMPING: 2S2W 2401 1973
 LP0388_MARK LOGO: UT-035
 LP0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0388
 LP0388  HISTORY     - Date     Condition        Report By
 LP0388  HISTORY     - 1973     MONUMENTED       UT-035
 LP0388
 LP0388                          STATION DESCRIPTION
 LP0388
 LP0388'DESCRIBED BY SALT LAKE COUNTY UTAH 1973
 LP0388'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST-NORTHWEST OF MIDVALLEY
 LP0388'MANORS SUBDIVISION, 5.7 MI (9.1 KM) WEST OF MIDVALE AND 4.8 MI
 LP0388'(7.8 KM) WEST-NORTHWEST OF MIDVALLEY TERRACE SUBDIVISION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0844 ***********************************************************************
 LO0844  DESIGNATION -  2S3E 1810
 LO0844  PID         -  LO0844
 LO0844  STATE/COUNTY-  UT/SALT LAKE
 LO0844  COUNTRY     -  US
 LO0844  USGS QUAD   -  MOUNT AIRE (2017)
 LO0844
 LO0844                         *CURRENT SURVEY CONTROL
 LO0844  ______________________________________________________________________
 LO0844* NAD 83(1994) POSITION- 40 38 47.39269(N) 111 39 03.27641(W)   ADJUSTED
 LO0844* NAVD 88 ORTHO HEIGHT -  2300.9   (meters)     7549.    (feet) VERTCON3
 LO0844  ______________________________________________________________________
 LO0844  GEOID HEIGHT    -        -15.681 (meters)                     GEOID18
 LO0844  LAPLACE CORR    -          7.35  (seconds)                    DEFLEC18
 LO0844  HORZ ORDER      -  SECOND
 LO0844
 LO0844.The horizontal coordinates were established by classical geodetic methods
 LO0844.and adjusted by the National Geodetic Survey in November 1997.
 LO0844
 LO0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0844
 LO0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0844.GEOID18 height accuracy estimate available here.
 LO0844
 LO0844.Click photographs - Photos may exist for this station.
 LO0844
 LO0844.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0844
 LO0844. The following values were computed from the NAD 83(1994) position.
 LO0844
 LO0844;                    North         East     Units Scale Factor Converg.
 LO0844;SPC UT C     - 2,256,825.518   487,235.573   MT  0.99999913   -0 05 48.0
 LO0844;SPC UT C     - 7,404,268.39  1,598,538.71   sFT  0.99999913   -0 05 48.0
 LO0844;UTM  12      - 4,499,719.824   444,965.852   MT  0.99963728   -0 25 26.4
 LO0844
 LO0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0844!SPC UT C     -   0.99964165  x   0.99999913  =   0.99964078
 LO0844!UTM  12      -   0.99964165  x   0.99963728  =   0.99927906
 LO0844
 LO0844:                Primary Azimuth Mark                     Grid Az
 LO0844:SPC UT C     -  2S3E 1710                                106 48 16.8
 LO0844:UTM  12      -  2S3E 1710                                107 07 55.2
 LO0844
 LO0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4496599719(NAD 83)
 LO0844
 LO0844|---------------------------------------------------------------------|
 LO0844| PID    Reference Object                     Distance      Geod. Az  |
 LO0844|                                                           dddmmss.s |
 LO0844| LO0843 2S3E 1710                           APPROX. 1.1 KM 1064228.8 |
 LO0844|---------------------------------------------------------------------|
 LO0844
 LO0844                          SUPERSEDED SURVEY CONTROL
 LO0844
 LO0844  NAD 83(1993)-  40 38 47.39292(N)    111 39 03.27484(W) AD(       ) 2
 LO0844  NAD 83(1986)-  40 38 47.38016(N)    111 39 03.26753(W) AD(       ) 2
 LO0844  NAD 27      -  40 38 47.56638(N)    111 39 00.52650(W) AD(       ) 2
 LO0844  NGVD 29 (07/19/86) 2299.6    (m)         7545.     (f) VERT ANG       
 LO0844
 LO0844.Superseded values are not recommended for survey control.
 LO0844
 LO0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0844.See file dsdata.pdf to determine how the superseded data were derived.
 LO0844
 LO0844_MARKER: Z = SEE DESCRIPTION
 LO0844_SETTING: 80 = SET IN A BOULDER
 LO0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0844+STABILITY: SURFACE MOTION
 LO0844
 LO0844  HISTORY     - Date     Condition        Report By
 LO0844  HISTORY     - 1973     MONUMENTED       UT-035
 LO0844
 LO0844                          STATION DESCRIPTION
 LO0844
 LO0844'DESCRIBED BY SALT LAKE COUNTY UTAH 1973 (RS)
 LO0844'THIS STATION IS ABOUT 12 MILES EAST OF MURRAY AND 5.0 MILES
 LO0844'NORTHWEST OF BRIGHTON, AND ABOUT 4.5 MILES SOUTH-SOUTHEAST OF
 LO0844'ALTA, UTAH.
 LO0844'
 LO0844'TO REACH THIS STATION FROM THE INTERSECTION OF FORT UNION
 LO0844'BOULEVARD (7260 SOUTH) AND WASATCH BOULEVARD (3775 EAST), GO EAST
 LO0844'UP BIG COTTONWOOD CANYON ROAD FOR 9.4 MILES TO A DIRT ROAD
 LO0844'JUNCTION NAMED CARDIFF FORK.  TURN RIGHT AND GO SOUTHEAST ON
 LO0844'DIRT ROAD FOR 0.2 MILE TO A JUNCTION, TURN RIGHT AND TAKE SOUTH
 LO0844'DIRT ROAD FOR 0.2 MILE TO A FORK.  TAKE WEST DIRT ROAD FOR 0.3
 LO0844'MILE TO AN OPEN MEADOW WITH A CABIN TO THE SOUTHWEST.  TAKE
 LO0844'FIRST DIRT ROAD TO THE RIGHT BY THE DEAD END SIGN AND GO FOR 0.1
 LO0844'MILE TO A FORK IN THE DIRT ROAD.  TURN RIGHT AND GO NORTHEAST
 LO0844'ON DIRT ROAD FOR ABOUT 100 FEET TO A FORK.  TURN LEFT AND
 LO0844'TAKE SMALLER DIRT TRAIL ROAD UP THE HILL FOR 0.2 MILE TO A
 LO0844'FLAT PLATEAU.  THE LAST 0.1 MILE WILL REQUIRE A 4 W. D.
 LO0844'OR PACK.
 LO0844'
 LO0844'THIS STATION IS A STANDARD SALT LAKE COUNTY BRASS TRIANGLE
 LO0844'STAMPED 2S3E 1810, CEMENTED IN A DRILLED HOLE IN A FOOT DIAMETER
 LO0844'ROCK.
 LO0844'
 LO0844'THIS STATION IS LOCATED NEAR THE EAST END OF A PLATEAU LOCALLY
 LO0844'KNOWN AS REYNOLDS FLATS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0836 ***********************************************************************
 LO0836  DESIGNATION -  2S3E 2610
 LO0836  PID         -  LO0836
 LO0836  STATE/COUNTY-  UT/SALT LAKE
 LO0836  COUNTRY     -  US
 LO0836  USGS QUAD   -  BRIGHTON (2017)
 LO0836
 LO0836                         *CURRENT SURVEY CONTROL
 LO0836  ______________________________________________________________________
 LO0836* NAD 83(1994) POSITION- 40 36 53.72987(N) 111 35 03.06733(W)   ADJUSTED
 LO0836* NAVD 88 ORTHO HEIGHT -  2579.2   (meters)     8462.    (feet) VERTCON3
 LO0836  ______________________________________________________________________
 LO0836  GEOID HEIGHT    -        -15.466 (meters)                     GEOID18
 LO0836  LAPLACE CORR    -         10.85  (seconds)                    DEFLEC18
 LO0836  HORZ ORDER      -  SECOND
 LO0836
 LO0836.The horizontal coordinates were established by classical geodetic methods
 LO0836.and adjusted by the National Geodetic Survey in November 1997.
 LO0836
 LO0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0836
 LO0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0836.GEOID18 height accuracy estimate available here.
 LO0836
 LO0836.Click photographs - Photos may exist for this station.
 LO0836
 LO0836.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0836
 LO0836. The following values were computed from the NAD 83(1994) position.
 LO0836
 LO0836;                    North         East     Units Scale Factor Converg.
 LO0836;SPC UT C     - 2,253,312.039   492,876.049   MT  0.99999146   -0 03 14.1
 LO0836;SPC UT C     - 7,392,741.25  1,617,044.17   sFT  0.99999146   -0 03 14.1
 LO0836;UTM  12      - 4,496,175.508   450,584.160   MT  0.99963006   -0 22 49.1
 LO0836
 LO0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0836!SPC UT C     -   0.99959799  x   0.99999146  =   0.99958945
 LO0836!UTM  12      -   0.99959799  x   0.99963006  =   0.99922820
 LO0836
 LO0836:                Primary Azimuth Mark                     Grid Az
 LO0836:SPC UT C     -  BRIGHTON                                 194 39 54.5
 LO0836:UTM  12      -  BRIGHTON                                 194 59 29.5
 LO0836
 LO0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK5058496175(NAD 83)
 LO0836
 LO0836|---------------------------------------------------------------------|
 LO0836| PID    Reference Object                     Distance      Geod. Az  |
 LO0836|                                                           dddmmss.s |
 LO0836| LO0829 BRIGHTON                            APPROX. 2.0 KM 1943640.4 |
 LO0836| LO0837 2S3E 2610 A                           7.038 METERS 33715     |
 LO0836|---------------------------------------------------------------------|
 LO0836
 LO0836                          SUPERSEDED SURVEY CONTROL
 LO0836
 LO0836  NAD 83(1993)-  40 36 53.72984(N)    111 35 03.06584(W) AD(       ) 2
 LO0836  NAD 83(1986)-  40 36 53.71679(N)    111 35 03.05802(W) AD(       ) 2
 LO0836  NAD 27      -  40 36 53.90016(N)    111 35 00.32679(W) AD(       ) 2
 LO0836  NGVD 29 (07/19/86) 2577.8    (m)         8457.     (f) VERT ANG       
 LO0836
 LO0836.Superseded values are not recommended for survey control.
 LO0836
 LO0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0836.See file dsdata.pdf to determine how the superseded data were derived.
 LO0836
 LO0836_MARKER: DD = SURVEY DISK
 LO0836_SETTING: 80 = SET IN A BOULDER
 LO0836_STAMPING: 2S3E 2610
 LO0836_MARK LOGO: UT-035
 LO0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0836+STABILITY: SURFACE MOTION
 LO0836
 LO0836  HISTORY     - Date     Condition        Report By
 LO0836  HISTORY     - 1974     MONUMENTED       UT-035
 LO0836
 LO0836                          STATION DESCRIPTION
 LO0836
 LO0836'DESCRIBED BY SALT LAKE COUNTY UTAH 1974
 LO0836'THIS STATION IS ABOUT 16.5 MILES EAST OF SANDY, 3 MILES NORTHEAST
 LO0836'OF ALTA AND 1 MILE NORTH OF BRIGHTON.
 LO0836'
 LO0836'TO REACH FROM BRIGHTON GENERAL STORE, GO NORTH ON STATE HIGHWAY
 LO0836'152 FOR 1 MILE TO STATION ON RIGHT.
 LO0836'
 LO0836'STATION IS A TRIANGULAR BRASS DISK CEMENTED IN A DRILL HOLE IN
 LO0836'3 FOOT BY 4 FOOT GRANITE BOULDER ABOUT FLUSH WITH GROUND AND IS
 LO0836'STAMPED 2S3E 2610 AND IS ABOUT 10 FEET ABOVE ROAD.
 LO0836'
 LO0836'A POINT WILL SERVE AS REFERENCE MARK WHICH IS A 1 INCH COPPER
 LO0836'RIVET CEMENTED IN A DRILL HOLE IN A 1.5 X 2.5 FOOT GRANITE
 LO0836'BOULDER PROJECTING 1 FOOT ON 3 SIDES.
 LO0836'
 LO0836'REFERENCE POINT NAIL AND WASHER IN 10 INCH DIAMETER ASPEN TREE
 LO0836'43.0 FEET WNW.
 LO0836'
 LO0836'REFERENCE POINT BLAZE ON 7 INCH DIAMETER ASPEN TREE WNW.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0825 ***********************************************************************
 LO0825  DESIGNATION -  2S3E 3510
 LO0825  PID         -  LO0825
 LO0825  STATE/COUNTY-  UT/SALT LAKE
 LO0825  COUNTRY     -  US
 LO0825  USGS QUAD   -  BRIGHTON (2017)
 LO0825
 LO0825                         *CURRENT SURVEY CONTROL
 LO0825  ______________________________________________________________________
 LO0825* NAD 83(1994) POSITION- 40 35 47.03324(N) 111 34 55.21220(W)   ADJUSTED
 LO0825* NAVD 88 ORTHO HEIGHT -  2719.8   (meters)     8923.    (feet) VERTCON3
 LO0825  ______________________________________________________________________
 LO0825  GEOID HEIGHT    -        -15.438 (meters)                     GEOID18
 LO0825  LAPLACE CORR    -          6.36  (seconds)                    DEFLEC18
 LO0825  HORZ ORDER      -  SECOND
 LO0825
 LO0825.The horizontal coordinates were established by classical geodetic methods
 LO0825.and adjusted by the National Geodetic Survey in November 1997.
 LO0825
 LO0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0825
 LO0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0825.GEOID18 height accuracy estimate available here.
 LO0825
 LO0825.Click photographs - Photos may exist for this station.
 LO0825
 LO0825.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0825
 LO0825. The following values were computed from the NAD 83(1994) position.
 LO0825
 LO0825;                    North         East     Units Scale Factor Converg.
 LO0825;SPC UT C     - 2,251,254.553   493,058.806   MT  0.99998710   -0 03 09.1
 LO0825;SPC UT C     - 7,385,990.98  1,617,643.77   sFT  0.99998710   -0 03 09.1
 LO0825;UTM  12      - 4,494,117.755   450,755.136   MT  0.99962985   -0 22 43.4
 LO0825
 LO0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0825!SPC UT C     -   0.99957595  x   0.99998710  =   0.99956305
 LO0825!UTM  12      -   0.99957595  x   0.99962985  =   0.99920595
 LO0825
 LO0825:                Primary Azimuth Mark                     Grid Az
 LO0825:SPC UT C     -  2S3E 3511                                325 49 18.5
 LO0825:UTM  12      -  2S3E 3511                                326 08 52.8
 LO0825
 LO0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK5075594117(NAD 83)
 LO0825
 LO0825|---------------------------------------------------------------------|
 LO0825| PID    Reference Object                     Distance      Geod. Az  |
 LO0825|                                                           dddmmss.s |
 LO0825| LO0828 2S3E 3511                           410.314 METERS 3254609.4 |
 LO0825|---------------------------------------------------------------------|
 LO0825
 LO0825                          SUPERSEDED SURVEY CONTROL
 LO0825
 LO0825  NAD 83(1993)-  40 35 47.03322(N)    111 34 55.21066(W) AD(       ) 2
 LO0825  NAD 83(1986)-  40 35 47.02015(N)    111 34 55.20294(W) AD(       ) 2
 LO0825  NAD 27      -  40 35 47.20270(N)    111 34 52.47220(W) AD(       ) 2
 LO0825  NGVD 29 (07/19/86) 2718.4    (m)         8919.     (f) VERT ANG       
 LO0825
 LO0825.Superseded values are not recommended for survey control.
 LO0825
 LO0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0825.See file dsdata.pdf to determine how the superseded data were derived.
 LO0825
 LO0825_MARKER: DD = SURVEY DISK
 LO0825_SETTING: 80 = SET IN A BOULDER
 LO0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0825+STABILITY: SURFACE MOTION
 LO0825
 LO0825  HISTORY     - Date     Condition        Report By
 LO0825  HISTORY     - 1974     MONUMENTED       UT-035
 LO0825
 LO0825                          STATION DESCRIPTION
 LO0825
 LO0825'DESCRIBED BY SALT LAKE COUNTY UTAH 1974 (RS)
 LO0825'THE STATION IS LOCATED ABOUT 13.0 MILES NORTHEAST OF SANDY,
 LO0825'10.0 MILES NORTHWEST OF HEBER CITY, 5 MILES SOUTHWEST OF PARK CITY.
 LO0825'
 LO0825'TO REACH FROM THE INTERSECTION OF WASATCH BOULEVARD (UTAH
 LO0825'HIGHWAY 210) AND BIG COTTONWOOD CANYON ROAD (UTAH HIGHWAY 152)
 LO0825'GO EAST UP BIG COTTONWOOD CANYON ROAD FOR 14.9 MILES TO A FORK
 LO0825'IN THE ROAD.  TAKE THE RIGHT FORK AND GO SOUTHWESTERLY FOR 0.45
 LO0825'MILE TO A DIRT ROAD RIGHT (ON EAST SIDE OF PARKING LOT).  TURN
 LO0825'RIGHT ON DIRT ROAD AND GO EASTERLY FOR 0.10 MILE TO A LOCKED
 LO0825'GATE.  (A KEY MAY BE OBTAINED FROM THE HOUSE WHICH IS ON THE
 LO0825'SIDE OF THE EASTERLY DIRT ROAD.) PROCEED THROUGH GATE FOR
 LO0825'0.20 MILE TO STATION.  STATION IS LOCATED ABOUT 150 FEET WEST
 LO0825'OF ROAD.
 LO0825'
 LO0825'STATION IS A STANDARD SALT LAKE COUNTY TRIANGLE BRASS SET IN A
 LO0825'DRILL HOLE WITH CEMENT IMBEDDED INTO A LARGE ROCK.  MARK IS
 LO0825'STAMPED 2S3E 3510.  THE ROCK IS 12 X 12 FOOT AND SETS 6-1/2
 LO0825'FEET ABOVE NATURAL GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0828 ***********************************************************************
 LO0828  DESIGNATION -  2S3E 3511
 LO0828  PID         -  LO0828
 LO0828  STATE/COUNTY-  UT/SALT LAKE
 LO0828  COUNTRY     -  US
 LO0828  USGS QUAD   -  BRIGHTON (2017)
 LO0828
 LO0828                         *CURRENT SURVEY CONTROL
 LO0828  ______________________________________________________________________
 LO0828* NAD 83(1994) POSITION- 40 35 58.03090(N) 111 35 05.02909(W)   ADJUSTED
 LO0828* NAVD 88 ORTHO HEIGHT -  2668.6   (meters)     8755.    (feet) VERTCON3
 LO0828  ______________________________________________________________________
 LO0828  GEOID HEIGHT    -        -15.448 (meters)                     GEOID18
 LO0828  LAPLACE CORR    -          4.88  (seconds)                    DEFLEC18
 LO0828  HORZ ORDER      -  SECOND
 LO0828
 LO0828.The horizontal coordinates were established by classical geodetic methods
 LO0828.and adjusted by the National Geodetic Survey in November 1997.
 LO0828
 LO0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0828
 LO0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0828.GEOID18 height accuracy estimate available here.
 LO0828
 LO0828.Click photographs - Photos may exist for this station.
 LO0828
 LO0828.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0828
 LO0828. The following values were computed from the NAD 83(1994) position.
 LO0828
 LO0828;                    North         East     Units Scale Factor Converg.
 LO0828;SPC UT C     - 2,251,593.999   492,828.308   MT  0.99998782   -0 03 15.4
 LO0828;SPC UT C     - 7,387,104.65  1,616,887.54   sFT  0.99998782   -0 03 15.4
 LO0828;UTM  12      - 4,494,458.386   450,526.656   MT  0.99963013   -0 22 49.9
 LO0828
 LO0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0828!SPC UT C     -   0.99958397  x   0.99998782  =   0.99957180
 LO0828!UTM  12      -   0.99958397  x   0.99963013  =   0.99921426
 LO0828
 LO0828:                Primary Azimuth Mark                     Grid Az
 LO0828:SPC UT C     -  2S3E 3510                                145 49 18.4
 LO0828:UTM  12      -  2S3E 3510                                146 08 52.9
 LO0828
 LO0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK5052694458(NAD 83)
 LO0828
 LO0828|---------------------------------------------------------------------|
 LO0828| PID    Reference Object                     Distance      Geod. Az  |
 LO0828|                                                           dddmmss.s |
 LO0828| LO0825 2S3E 3510                           410.314 METERS 1454603.0 |
 LO0828| LO0829 BRIGHTON                            485.900 METERS 2474505.6 |
 LO0828|---------------------------------------------------------------------|
 LO0828
 LO0828                          SUPERSEDED SURVEY CONTROL
 LO0828
 LO0828  NAD 83(1993)-  40 35 58.03088(N)    111 35 05.02756(W) AD(       ) 2
 LO0828  NAD 83(1986)-  40 35 58.01782(N)    111 35 05.01983(W) AD(       ) 2
 LO0828  NAD 27      -  40 35 58.20054(N)    111 35 02.28878(W) AD(       ) 2
 LO0828  NGVD 29 (07/19/86) 2667.2    (m)         8751.     (f) VERT ANG       
 LO0828
 LO0828.Superseded values are not recommended for survey control.
 LO0828
 LO0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0828.See file dsdata.pdf to determine how the superseded data were derived.
 LO0828
 LO0828_MARKER: DD = SURVEY DISK
 LO0828_SETTING: 80 = SET IN A BOULDER
 LO0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0828+STABILITY: SURFACE MOTION
 LO0828
 LO0828  HISTORY     - Date     Condition        Report By
 LO0828  HISTORY     - 1974     MONUMENTED       UT-035
 LO0828
 LO0828                          STATION DESCRIPTION
 LO0828
 LO0828'DESCRIBED BY SALT LAKE COUNTY UTAH 1974 (RS)
 LO0828'THE STATION IS ABOUT 16.5 MILES EAST OF SANDY, 10.0 MILES
 LO0828'NORTHWEST OF HEBER CITY, 0.25 MILES SOUTH OF BRIGHTON.
 LO0828'
 LO0828'TO REACH FROM THE INTERSECTION OF WASATCH BOULEVARD (UTAH HIGHWAY
 LO0828'210) AND BIG COTTONWOOD CANYON ROAD (UTAH HIGHWAY 152) GO EAST
 LO0828'UP BIG COTTONWOOD CANYON ROAD FOR 14.9 MILES TO THE BRIGHTON
 LO0828'POST OFFICE.  CONTINUE SOUTH ON PAVED ROAD TO RIGHT FOR 0.25
 LO0828'MILE TO STATION ON LEFT 40 FEET EAST OF PAVED ROAD.
 LO0828'
 LO0828'STATION MARK IS A STANDARD BRASS TRIANGLE SET IN DRILL HOLE AND
 LO0828'CEMENTED IN ROCK.  ROCK IS ABOUT 4 X 4 FEET GRANITE AND IS 1 FOOT
 LO0828'ABOVE THE GROUND.
 LO0828'
 LO0828'REFERENCE MARK 1 IS A NAIL AND WASHER SET IN A 1.5 FOOT DIAMETER
 LO0828'PINE TREE 21.9 FEET NORTH OF STATION.
 LO0828'
 LO0828'REFERENCE MARK 2 IS A NAIL AND WASHER SET IN A 1.5 FEET DIAMETER
 LO0828'PINE TREE 33.3 FEET NORTHEAST OF STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0835 ***********************************************************************
 LO0835  DESIGNATION -  2S3E 3512
 LO0835  PID         -  LO0835
 LO0835  STATE/COUNTY-  UT/SALT LAKE
 LO0835  COUNTRY     -  US
 LO0835  USGS QUAD   -  BRIGHTON (2017)
 LO0835
 LO0835                         *CURRENT SURVEY CONTROL
 LO0835  ______________________________________________________________________
 LO0835* NAD 83(1994) POSITION- 40 36 01.39806(N) 111 34 54.64805(W)   ADJUSTED
 LO0835* NAVD 88 ORTHO HEIGHT -  2666.7   (meters)     8749.    (feet) VERTCON3
 LO0835  ______________________________________________________________________
 LO0835  GEOID HEIGHT    -        -15.443 (meters)                     GEOID18
 LO0835  LAPLACE CORR    -          7.25  (seconds)                    DEFLEC18
 LO0835  HORZ ORDER      -  SECOND
 LO0835
 LO0835.The horizontal coordinates were established by classical geodetic methods
 LO0835.and adjusted by the National Geodetic Survey in November 1997.
 LO0835
 LO0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0835
 LO0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0835.GEOID18 height accuracy estimate available here.
 LO0835
 LO0835.Click photographs - Photos may exist for this station.
 LO0835
 LO0835.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0835
 LO0835. The following values were computed from the NAD 83(1994) position.
 LO0835
 LO0835;                    North         East     Units Scale Factor Converg.
 LO0835;SPC UT C     - 2,251,697.634   493,072.476   MT  0.99998803   -0 03 08.7
 LO0835;SPC UT C     - 7,387,444.65  1,617,688.62   sFT  0.99998803   -0 03 08.7
 LO0835;UTM  12      - 4,494,560.593   450,771.323   MT  0.99962983   -0 22 43.2
 LO0835
 LO0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0835!SPC UT C     -   0.99958427  x   0.99998803  =   0.99957231
 LO0835!UTM  12      -   0.99958427  x   0.99962983  =   0.99921425
 LO0835
 LO0835:                Primary Azimuth Mark                     Grid Az
 LO0835:SPC UT C     -  BRIGHTON                                 247 31 18.6
 LO0835:UTM  12      -  BRIGHTON                                 247 50 53.1
 LO0835
 LO0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK5077194560(NAD 83)
 LO0835
 LO0835|---------------------------------------------------------------------|
 LO0835| PID    Reference Object                     Distance      Geod. Az  |
 LO0835|                                                           dddmmss.s |
 LO0835| LO0834 2S3E 3512 A                           7.516 METERS 05126     |
 LO0835| LO0829 BRIGHTON                            APPROX. 0.8 KM 2472809.9 |
 LO0835|---------------------------------------------------------------------|
 LO0835
 LO0835                          SUPERSEDED SURVEY CONTROL
 LO0835
 LO0835  NAD 83(1993)-  40 36 01.39806(N)    111 34 54.64649(W) AD(       ) 2
 LO0835  NAD 83(1986)-  40 36 01.38495(N)    111 34 54.63881(W) AD(       ) 2
 LO0835  NAD 27      -  40 36 01.56753(N)    111 34 51.90831(W) AD(       ) 2
 LO0835  NGVD 29 (07/19/86) 2665.3    (m)         8744.     (f) VERT ANG       
 LO0835
 LO0835.Superseded values are not recommended for survey control.
 LO0835
 LO0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0835.See file dsdata.pdf to determine how the superseded data were derived.
 LO0835
 LO0835_MARKER: DD = SURVEY DISK
 LO0835_SETTING: 80 = SET IN A BOULDER
 LO0835_STAMPING: 2S3E 3512
 LO0835_MARK LOGO: UT-035
 LO0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0835+STABILITY: SURFACE MOTION
 LO0835
 LO0835  HISTORY     - Date     Condition        Report By
 LO0835  HISTORY     - 1974     MONUMENTED       UT-035
 LO0835
 LO0835                          STATION DESCRIPTION
 LO0835
 LO0835'DESCRIBED BY SALT LAKE COUNTY UTAH 1974 (RS)
 LO0835'THIS STATION IS ABOUT 16.5 MILES EAST OF SANDY, 3 MILES NORTHEAST
 LO0835'OF ALTA AND .25 MILE EAST OF BRIGHTON.
 LO0835'
 LO0835'TO REACH THIS STATION FROM THE BRIGHTON GENERAL STORE, GO SOUTH
 LO0835'ON LOOP ROAD FOR 0.6 MILE TO STATION.  STATION IS ON THE RIGHT
 LO0835'SIDE OF ROAD.
 LO0835'
 LO0835'STATION IS A SALT LAKE COUNTY BRASS DISK, TRIANGULAR IN
 LO0835'SHAPE.  STAMPED 2S3E 3512.  MARK IS CEMENTED IN A DRILL HOLE
 LO0835'IN A 6 FOOT LONG BY 2 FOOT WIDE BY 1 FOOT PROJECTING 11.2 FEET
 LO0835'WEST OF ANGLE IRON PROPERTY SURVEY WITNESS POST AND 20.3 FEET
 LO0835'SOUTHWEST OF AN 18 INCH SPRUCE TREE.
 LO0835'
 LO0835'REFERENCE MARK 1, A CROSS CHISELED IN A BOULDER 3 FEET LONG AND
 LO0835'1 FOOT WIDE PROJECTING 18 INCHES ABOVE GROUND, ABOUT 3 FEET HIGHER
 LO0835'THAN STATION.  IT IS 12.06 FEET EAST OF STATION.
 LO0835'
 LO0835'REFERENCE MARK 2, A CROSS CHISELED IN A PARTIALLY BURIED BOULDER
 LO0835'2 FEET WIDE 3.5 FEET LONG PROJECTING 4 FEET ABOVE GROUND ON
 LO0835'SIDE OF ROAD.  IT IS ABOUT 1 FOOT ABOVE AND 29.61 FEET SOUTH
 LO0835'OF STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0826 ***********************************************************************
 LO0826  DESIGNATION -  2S3E 3513
 LO0826  PID         -  LO0826
 LO0826  STATE/COUNTY-  UT/SALT LAKE
 LO0826  COUNTRY     -  US
 LO0826  USGS QUAD   -  BRIGHTON (2017)
 LO0826
 LO0826                         *CURRENT SURVEY CONTROL
 LO0826  ______________________________________________________________________
 LO0826* NAD 83(1994) POSITION- 40 36 12.62390(N) 111 34 58.05188(W)   ADJUSTED
 LO0826* NAVD 88 ORTHO HEIGHT -  2657.4   (meters)     8718.    (feet) VERTCON3
 LO0826  ______________________________________________________________________
 LO0826  GEOID HEIGHT    -        -15.450 (meters)                     GEOID18
 LO0826  LAPLACE CORR    -          7.42  (seconds)                    DEFLEC18
 LO0826  HORZ ORDER      -  SECOND
 LO0826
 LO0826.The horizontal coordinates were established by classical geodetic methods
 LO0826.and adjusted by the National Geodetic Survey in November 1997.
 LO0826
 LO0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0826
 LO0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0826.GEOID18 height accuracy estimate available here.
 LO0826
 LO0826.Click photographs - Photos may exist for this station.
 LO0826
 LO0826.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0826
 LO0826. The following values were computed from the NAD 83(1994) position.
 LO0826
 LO0826;                    North         East     Units Scale Factor Converg.
 LO0826;SPC UT C     - 2,252,043.978   492,992.769   MT  0.99998876   -0 03 10.9
 LO0826;SPC UT C     - 7,388,580.95  1,617,427.11   sFT  0.99998876   -0 03 10.9
 LO0826;UTM  12      - 4,494,907.260   450,693.617   MT  0.99962992   -0 22 45.5
 LO0826
 LO0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0826!SPC UT C     -   0.99958573  x   0.99998876  =   0.99957449
 LO0826!UTM  12      -   0.99958573  x   0.99962992  =   0.99921580
 LO0826
 LO0826:                Primary Azimuth Mark                     Grid Az
 LO0826:SPC UT C     -  BRIGHTON                                 224 07 11.8
 LO0826:UTM  12      -  BRIGHTON                                 224 26 46.4
 LO0826
 LO0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK5069394907(NAD 83)
 LO0826
 LO0826|---------------------------------------------------------------------|
 LO0826| PID    Reference Object                     Distance      Geod. Az  |
 LO0826|                                                           dddmmss.s |
 LO0826| LO0829 BRIGHTON                            APPROX. 0.9 KM 2240400.9 |
 LO0826| LO0827 8730                                125.257 METERS 27130     |
 LO0826|---------------------------------------------------------------------|
 LO0826
 LO0826                          SUPERSEDED SURVEY CONTROL
 LO0826
 LO0826  NAD 83(1993)-  40 36 12.62389(N)    111 34 58.05035(W) AD(       ) 2
 LO0826  NAD 83(1986)-  40 36 12.61085(N)    111 34 58.04258(W) AD(       ) 2
 LO0826  NAD 27      -  40 36 12.79373(N)    111 34 55.31169(W) AD(       ) 2
 LO0826  NGVD 29 (07/19/86) 2656.0    (m)         8714.     (f) VERT ANG       
 LO0826
 LO0826.Superseded values are not recommended for survey control.
 LO0826
 LO0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0826.See file dsdata.pdf to determine how the superseded data were derived.
 LO0826
 LO0826_MARKER: DD = SURVEY DISK
 LO0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0826+STABILITY: SURFACE MOTION
 LO0826
 LO0826  HISTORY     - Date     Condition        Report By
 LO0826  HISTORY     - 1974     MONUMENTED       UT-035
 LO0826
 LO0826                          STATION DESCRIPTION
 LO0826
 LO0826'DESCRIBED BY SALT LAKE COUNTY UTAH 1974 (RS)
 LO0826'THIS STATION IS ABOUT 13.0 MILES NORTHEAST OF SANDY, 10.0 MILES
 LO0826'NORTHWEST OF HEBER CITY AND 5 MILES SOUTHWEST OF PARK CITY.
 LO0826'
 LO0826'TO REACH THIS STATION FROM THE BRIGHTON POST OFFICE GO 320 FEET
 LO0826'NORTHWEST TO STATION.
 LO0826'
 LO0826'STATION IS A STANDARD SALT LAKE COUNTY DISK PLACED IN A PRECAST
 LO0826'CONCRETE CYLINDRICAL MONUMENT IT IS STAMPED 2S3E 3513 IT IS
 LO0826'PROTECTED BY A STANDARD RING AND LID IT IS 45 FEET NORTHEAST OF
 LO0826'THE INTERSECTION AND 134 FEET NORTH OF THE BRIGHTON BOWERY.  IT
 LO0826'IS 17.22 FEET NORTH OF A POWER POLE WITH A NAIL AND WASHER
 LO0826'INDICATING THE DISTANCE AND 53.67 FEET EAST OF A TELEPHONE POLE
 LO0826'WITH A NAIL AND WASHER AND IT IS 5 FEET NORTHEAST OF THE
 LO0826'BRIGHTON CREEK ON THE EDGE OF OIL ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0377 ***********************************************************************
 KM0377  DESIGNATION -  3 138 X
 KM0377  PID         -  KM0377
 KM0377  STATE/COUNTY-  UT/UINTAH
 KM0377  COUNTRY     -  US
 KM0377  USGS QUAD   -  FLAT ROCK MESA (2017)
 KM0377
 KM0377                         *CURRENT SURVEY CONTROL
 KM0377  ______________________________________________________________________
 KM0377* NAD 83(1994) POSITION- 39 34 25.67480(N) 109 43 21.44112(W)   ADJUSTED
 KM0377* NAVD 88 ORTHO HEIGHT -  2276.0   (meters)     7467.    (feet) VERTCON3
 KM0377  ______________________________________________________________________
 KM0377  GEOID HEIGHT    -        -17.272 (meters)                     GEOID18
 KM0377  LAPLACE CORR    -          8.16  (seconds)                    DEFLEC18
 KM0377  HORZ ORDER      -  THIRD
 KM0377
 KM0377.The horizontal coordinates were established by classical geodetic methods
 KM0377.and adjusted by the National Geodetic Survey in November 1997.
 KM0377
 KM0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0377
 KM0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0377.GEOID18 height accuracy estimate available here.
 KM0377
 KM0377.Click photographs - Photos may exist for this station.
 KM0377
 KM0377.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0377
 KM0377. The following values were computed from the NAD 83(1994) position.
 KM0377
 KM0377;                    North         East     Units Scale Factor Converg.
 KM0377;SPC UT C     - 2,139,231.790   652,692.590   MT  0.99990916   +1 08 18.8
 KM0377;SPC UT C     - 7,018,462.96  2,141,375.61   sFT  0.99990916   +1 08 18.8
 KM0377;UTM  12      - 4,381,233.978   609,713.150   MT  0.99974820   +0 48 49.9
 KM0377
 KM0377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0377!SPC UT C     -   0.99964577  x   0.99990916  =   0.99955496
 KM0377!UTM  12      -   0.99964577  x   0.99974820  =   0.99939406
 KM0377
 KM0377:                Primary Azimuth Mark                     Grid Az
 KM0377:SPC UT C     -  ET 31 JEK                                327 04 14.0
 KM0377:UTM  12      -  ET 31 JEK                                327 23 42.9
 KM0377
 KM0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ0971381233(NAD 83)
 KM0377
 KM0377|---------------------------------------------------------------------|
 KM0377| PID    Reference Object                     Distance      Geod. Az  |
 KM0377|                                                           dddmmss.s |
 KM0377| KM0382 ET 31 JEK                           APPROX. 7.4 KM 3281232.8 |
 KM0377|---------------------------------------------------------------------|
 KM0377
 KM0377                          SUPERSEDED SURVEY CONTROL
 KM0377
 KM0377  NAD 83(1993)-  39 34 25.64634(N)    109 43 21.42255(W) AD(       ) 3
 KM0377  NAD 83(1986)-  39 34 25.64610(N)    109 43 21.42330(W) AD(       ) 3
 KM0377  NAD 27      -  39 34 25.76673(N)    109 43 18.93858(W) AD(       ) 3
 KM0377  NGVD 29 (07/19/86) 2274.7    (m)         7463.     (f) VERT ANG       
 KM0377
 KM0377.Superseded values are not recommended for survey control.
 KM0377
 KM0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0377.See file dsdata.pdf to determine how the superseded data were derived.
 KM0377
 KM0377_MARKER: W = UNMONUMENTED
 KM0377_SETTING: 0 = UNSPECIFIED SETTING
 KM0377
 KM0377  HISTORY     - Date     Condition        Report By
 KM0377  HISTORY     - 1966     MONUMENTED       USGS
 KM0377
 KM0377                          STATION DESCRIPTION
 KM0377
 KM0377'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0377'TEMPORARY POINT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0343 ***********************************************************************
 KM0343  DESIGNATION -  3 16 B
 KM0343  PID         -  KM0343
 KM0343  STATE/COUNTY-  UT/UINTAH
 KM0343  COUNTRY     -  US
 KM0343  USGS QUAD   -  BATES KNOLLS (2017)
 KM0343
 KM0343                         *CURRENT SURVEY CONTROL
 KM0343  ______________________________________________________________________
 KM0343* NAD 83(1994) POSITION- 39 44 37.01365(N) 109 26 25.20209(W)   ADJUSTED
 KM0343* NAVD 88 ORTHO HEIGHT -  2030.9   (meters)     6663.    (feet) VERTCON3
 KM0343  ______________________________________________________________________
 KM0343  GEOID HEIGHT    -        -17.236 (meters)                     GEOID18
 KM0343  LAPLACE CORR    -          2.51  (seconds)                    DEFLEC18
 KM0343  HORZ ORDER      -  THIRD
 KM0343
 KM0343.The horizontal coordinates were established by classical geodetic methods
 KM0343.and adjusted by the National Geodetic Survey in November 1997.
 KM0343
 KM0343.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0343
 KM0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0343.GEOID18 height accuracy estimate available here.
 KM0343
 KM0343.Click photographs - Photos may exist for this station.
 KM0343
 KM0343.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0343
 KM0343. The following values were computed from the NAD 83(1994) position.
 KM0343
 KM0343;                    North         East     Units Scale Factor Converg.
 KM0343;SPC UT C     - 2,158,599.530   676,505.620   MT  0.99990009   +1 19 09.8
 KM0343;SPC UT C     - 7,082,005.29  2,219,502.19   sFT  0.99990009   +1 19 09.8
 KM0343;UTM  12      - 4,400,464.640   633,632.250   MT  0.99981985   +0 59 50.4
 KM0343
 KM0343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0343!SPC UT C     -   0.99968419  x   0.99990009  =   0.99958431
 KM0343!UTM  12      -   0.99968419  x   0.99981985  =   0.99950409
 KM0343
 KM0343:                Primary Azimuth Mark                     Grid Az
 KM0343:SPC UT C     -  79 EAM                                   107 36 29.7
 KM0343:UTM  12      -  79 EAM                                   107 55 49.1
 KM0343
 KM0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK3363200464(NAD 83)
 KM0343
 KM0343|---------------------------------------------------------------------|
 KM0343| PID    Reference Object                     Distance      Geod. Az  |
 KM0343|                                                           dddmmss.s |
 KM0343| KM0340 79 EAM                              APPROX. 5.2 KM 1085539.5 |
 KM0343|---------------------------------------------------------------------|
 KM0343
 KM0343                          SUPERSEDED SURVEY CONTROL
 KM0343
 KM0343  NAD 83(1993)-  39 44 36.99323(N)    109 26 25.18504(W) AD(       ) 3
 KM0343  NAD 83(1992)-  39 44 36.98980(N)    109 26 25.18611(W) AD(       ) 3
 KM0343  NAD 83(1986)-  39 44 36.98794(N)    109 26 25.18501(W) AD(       ) 3
 KM0343  NAD 27      -  39 44 37.10896(N)    109 26 22.74368(W) AD(       ) 3
 KM0343  NGVD 29 (07/19/86) 2029.7    (m)         6659.     (f) VERT ANG       
 KM0343
 KM0343.Superseded values are not recommended for survey control.
 KM0343
 KM0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0343.See file dsdata.pdf to determine how the superseded data were derived.
 KM0343
 KM0343_MARKER: W = UNMONUMENTED
 KM0343_SETTING: 0 = UNSPECIFIED SETTING
 KM0343
 KM0343  HISTORY     - Date     Condition        Report By
 KM0343  HISTORY     - 1966     MONUMENTED       USGS
 KM0343
 KM0343                          STATION DESCRIPTION
 KM0343
 KM0343'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0343'TEMPORARY POINT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0329 ***********************************************************************
 KM0329  DESIGNATION -  3 182 B
 KM0329  PID         -  KM0329
 KM0329  STATE/COUNTY-  UT/UINTAH
 KM0329  COUNTRY     -  US
 KM0329  USGS QUAD   -  TOM PATTERSON CANYON (2017)
 KM0329
 KM0329                         *CURRENT SURVEY CONTROL
 KM0329  ______________________________________________________________________
 KM0329* NAD 83(1994) POSITION- 39 30 10.11629(N) 109 09 54.43415(W)   ADJUSTED
 KM0329* NAVD 88 ORTHO HEIGHT -  2421.7   (meters)     7945.    (feet) VERTCON3
 KM0329  ______________________________________________________________________
 KM0329  GEOID HEIGHT    -        -16.563 (meters)                     GEOID18
 KM0329  LAPLACE CORR    -          2.25  (seconds)                    DEFLEC18
 KM0329  HORZ ORDER      -  THIRD
 KM0329
 KM0329.The horizontal coordinates were established by classical geodetic methods
 KM0329.and adjusted by the National Geodetic Survey in November 1997.
 KM0329
 KM0329.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0329
 KM0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0329.GEOID18 height accuracy estimate available here.
 KM0329
 KM0329.Click photographs - Photos may exist for this station.
 KM0329
 KM0329.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0329
 KM0329. The following values were computed from the NAD 83(1994) position.
 KM0329
 KM0329;                    North         East     Units Scale Factor Converg.
 KM0329;SPC UT C     - 2,132,454.583   700,783.104   MT  0.99991553   +1 29 44.4
 KM0329;SPC UT C     - 6,996,228.08  2,299,152.57   sFT  0.99991553   +1 29 44.4
 KM0329;UTM  12      - 4,374,183.573   657,759.972   MT  0.99990643   +1 10 02.8
 KM0329
 KM0329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0329!SPC UT C     -   0.99962280  x   0.99991553  =   0.99953836
 KM0329!UTM  12      -   0.99962280  x   0.99990643  =   0.99952927
 KM0329
 KM0329:                Primary Azimuth Mark                     Grid Az
 KM0329:SPC UT C     -  ET 33 JEK                                108 26 09.2
 KM0329:UTM  12      -  ET 33 JEK                                108 45 50.8
 KM0329
 KM0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ5775974183(NAD 83)
 KM0329
 KM0329|---------------------------------------------------------------------|
 KM0329| PID    Reference Object                     Distance      Geod. Az  |
 KM0329|                                                           dddmmss.s |
 KM0329| KM0348 ET 33 JEK                           APPROX. 2.9 KM 1095553.6 |
 KM0329|---------------------------------------------------------------------|
 KM0329
 KM0329                          SUPERSEDED SURVEY CONTROL
 KM0329
 KM0329  NAD 83(1993)-  39 30 10.10186(N)    109 09 54.42222(W) AD(       ) 3
 KM0329  NAD 83(1992)-  39 30 10.10186(N)    109 09 54.42212(W) AD(       ) 3
 KM0329  NAD 83(1986)-  39 30 10.08647(N)    109 09 54.39385(W) AD(       ) 3
 KM0329  NAD 27      -  39 30 10.19244(N)    109 09 52.00777(W) AD(       ) 3
 KM0329  NGVD 29 (07/19/86) 2420.4    (m)         7941.     (f) VERT ANG       
 KM0329
 KM0329.Superseded values are not recommended for survey control.
 KM0329
 KM0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0329.See file dsdata.pdf to determine how the superseded data were derived.
 KM0329
 KM0329_MARKER: W = UNMONUMENTED
 KM0329_SETTING: 0 = UNSPECIFIED SETTING
 KM0329
 KM0329  HISTORY     - Date     Condition        Report By
 KM0329  HISTORY     - 1966     MONUMENTED       USGS
 KM0329
 KM0329                          STATION DESCRIPTION
 KM0329
 KM0329'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0329'TEMPORARY POINT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0370 ***********************************************************************
 KM0370  DESIGNATION -  3 20 X
 KM0370  PID         -  KM0370
 KM0370  STATE/COUNTY-  UT/UINTAH
 KM0370  COUNTRY     -  US
 KM0370  USGS QUAD   -  BIG PACK MOUNTAIN SE (2017)
 KM0370
 KM0370                         *CURRENT SURVEY CONTROL
 KM0370  ______________________________________________________________________
 KM0370* NAD 83(1994) POSITION- 39 45 48.82871(N) 109 35 09.14662(W)   ADJUSTED
 KM0370* NAVD 88 ORTHO HEIGHT -  1924.1   (meters)     6313.    (feet) VERTCON3
 KM0370  ______________________________________________________________________
 KM0370  GEOID HEIGHT    -        -17.370 (meters)                     GEOID18
 KM0370  LAPLACE CORR    -          6.06  (seconds)                    DEFLEC18
 KM0370  HORZ ORDER      -  THIRD
 KM0370
 KM0370.The horizontal coordinates were established by classical geodetic methods
 KM0370.and adjusted by the National Geodetic Survey in November 1997.
 KM0370
 KM0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0370
 KM0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0370.GEOID18 height accuracy estimate available here.
 KM0370
 KM0370.Click photographs - Photos may exist for this station.
 KM0370
 KM0370.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0370
 KM0370. The following values were computed from the NAD 83(1994) position.
 KM0370
 KM0370;                    North         East     Units Scale Factor Converg.
 KM0370;SPC UT C     - 2,160,536.636   663,987.964   MT  0.99989959   +1 13 34.1
 KM0370;SPC UT C     - 7,088,360.61  2,178,433.85   sFT  0.99989959   +1 13 34.1
 KM0370;UTM  12      - 4,402,471.817   621,126.920   MT  0.99978063   +0 54 16.6
 KM0370
 KM0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0370!SPC UT C     -   0.99970095  x   0.99989959  =   0.99960057
 KM0370!UTM  12      -   0.99970095  x   0.99978063  =   0.99948165
 KM0370
 KM0370:                Primary Azimuth Mark                     Grid Az
 KM0370:SPC UT C     -  ET 27 JEK                                234 59 12.4
 KM0370:UTM  12      -  ET 27 JEK                                235 18 29.9
 KM0370
 KM0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK2112602471(NAD 83)
 KM0370
 KM0370|---------------------------------------------------------------------|
 KM0370| PID    Reference Object                     Distance      Geod. Az  |
 KM0370|                                                           dddmmss.s |
 KM0370| KM0376 ET 27 JEK                           APPROX. 3.9 KM 2361246.5 |
 KM0370|---------------------------------------------------------------------|
 KM0370
 KM0370                          SUPERSEDED SURVEY CONTROL
 KM0370
 KM0370  NAD 83(1993)-  39 45 48.80657(N)    109 35 09.12988(W) AD(       ) 3
 KM0370  NAD 83(1992)-  39 45 48.80344(N)    109 35 09.13093(W) AD(       ) 3
 KM0370  NAD 83(1986)-  39 45 48.80281(N)    109 35 09.13008(W) AD(       ) 3
 KM0370  NAD 27      -  39 45 48.92453(N)    109 35 06.66558(W) AD(       ) 3
 KM0370  NGVD 29 (07/19/86) 1923.0    (m)         6309.     (f) VERT ANG       
 KM0370
 KM0370.Superseded values are not recommended for survey control.
 KM0370
 KM0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0370.See file dsdata.pdf to determine how the superseded data were derived.
 KM0370
 KM0370_MARKER: W = UNMONUMENTED
 KM0370_SETTING: 0 = UNSPECIFIED SETTING
 KM0370
 KM0370  HISTORY     - Date     Condition        Report By
 KM0370  HISTORY     - 1966     MONUMENTED       USGS
 KM0370
 KM0370                          STATION DESCRIPTION
 KM0370
 KM0370'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0370'TEMPORARY POINT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0638 ***********************************************************************
 LN0638  DESIGNATION -  3 225 X
 LN0638  PID         -  LN0638
 LN0638  STATE/COUNTY-  UT/UINTAH
 LN0638  COUNTRY     -  US
 LN0638  USGS QUAD   -  RED WASH (2017)
 LN0638
 LN0638                         *CURRENT SURVEY CONTROL
 LN0638  ______________________________________________________________________
 LN0638* NAD 83(1994) POSITION- 40 09 12.94259(N) 109 18 02.29496(W)   ADJUSTED
 LN0638* NAVD 88 ORTHO HEIGHT -  1693.8   (meters)     5557.    (feet) VERTCON3
 LN0638  ______________________________________________________________________
 LN0638  GEOID HEIGHT    -        -17.452 (meters)                     GEOID18
 LN0638  LAPLACE CORR    -          6.30  (seconds)                    DEFLEC18
 LN0638  HORZ ORDER      -  THIRD
 LN0638
 LN0638.The horizontal coordinates were established by classical geodetic methods
 LN0638.and adjusted by the National Geodetic Survey in November 1997.
 LN0638
 LN0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0638
 LN0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0638.GEOID18 height accuracy estimate available here.
 LN0638
 LN0638.Click photographs - Photos may exist for this station.
 LN0638
 LN0638.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0638
 LN0638. The following values were computed from the NAD 83(1994) position.
 LN0638
 LN0638;                    North         East     Units Scale Factor Converg.
 LN0638;SPC UT C     - 2,204,387.973   687,355.617   MT  0.99991424   +1 24 31.9
 LN0638;SPC UT C     - 7,232,229.54  2,255,099.22   sFT  0.99991424   +1 24 31.9
 LN0638;UTM  12      - 4,446,189.300   644,735.162   MT  0.99985788   +1 05 45.6
 LN0638
 LN0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0638!SPC UT C     -   0.99973709  x   0.99991424  =   0.99965135
 LN0638!UTM  12      -   0.99973709  x   0.99985788  =   0.99959501
 LN0638
 LN0638:                Primary Azimuth Mark                     Grid Az
 LN0638:SPC UT C     -  ET 1 JEK                                 318 29 53.6
 LN0638:UTM  12      -  ET 1 JEK                                 318 48 39.9
 LN0638
 LN0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK4473546189(NAD 83)
 LN0638
 LN0638|---------------------------------------------------------------------|
 LN0638| PID    Reference Object                     Distance      Geod. Az  |
 LN0638|                                                           dddmmss.s |
 LN0638| LN0639 ET 1 JEK                            APPROX. 4.4 KM 3195425.5 |
 LN0638|---------------------------------------------------------------------|
 LN0638
 LN0638                          SUPERSEDED SURVEY CONTROL
 LN0638
 LN0638  NAD 83(1993)-  40 09 12.93604(N)    109 18 02.28781(W) AD(       ) 3
 LN0638  NAD 83(1992)-  40 09 12.92438(N)    109 18 02.27908(W) AD(       ) 3
 LN0638  NAD 83(1986)-  40 09 12.92436(N)    109 18 02.27913(W) AD(       ) 3
 LN0638  NAD 27      -  40 09 13.05263(N)    109 17 59.83006(W) AD(       ) 3
 LN0638  NGVD 29 (07/19/86) 1692.6    (m)         5553.     (f) VERT ANG       
 LN0638
 LN0638.Superseded values are not recommended for survey control.
 LN0638
 LN0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0638.See file dsdata.pdf to determine how the superseded data were derived.
 LN0638
 LN0638_MARKER: W = UNMONUMENTED
 LN0638_SETTING: 0 = UNSPECIFIED SETTING
 LN0638
 LN0638  HISTORY     - Date     Condition        Report By
 LN0638  HISTORY     - 1966     MONUMENTED       USGS
 LN0638
 LN0638                          STATION DESCRIPTION
 LN0638
 LN0638'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LN0638'TEMPORARY POINT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0396 ***********************************************************************
 JN0396  DESIGNATION -  3 25C
 JN0396  PID         -  JN0396
 JN0396  STATE/COUNTY-  UT/EMERY
 JN0396  COUNTRY     -  US
 JN0396  USGS QUAD   -  GREEN RIVER SE (2017)
 JN0396
 JN0396                         *CURRENT SURVEY CONTROL
 JN0396  ______________________________________________________________________
 JN0396* NAD 83(1994) POSITION- 38 45 16.93600(N) 110 06 05.26752(W)   ADJUSTED
 JN0396* NAVD 88 ORTHO HEIGHT -  1304.4   (meters)     4280.    (feet) VERTCON3
 JN0396  ______________________________________________________________________
 JN0396  GEOID HEIGHT    -        -20.685 (meters)                     GEOID18
 JN0396  LAPLACE CORR    -         -4.33  (seconds)                    DEFLEC18
 JN0396  HORZ ORDER      -  THIRD
 JN0396
 JN0396.The horizontal coordinates were established by classical geodetic methods
 JN0396.and adjusted by the National Geodetic Survey in November 1997.
 JN0396
 JN0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0396
 JN0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0396.GEOID18 height accuracy estimate available here.
 JN0396
 JN0396.Click photographs - Photos may exist for this station.
 JN0396
 JN0396.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0396
 JN0396. The following values were computed from the NAD 83(1994) position.
 JN0396
 JN0396;                    North         East     Units Scale Factor Converg.
 JN0396;SPC UT C     - 2,047,732.642   621,571.562   MT  1.00007494   +0 53 45.1
 JN0396;SPC UT C     - 6,718,269.51  2,039,272.70   sFT  1.00007494   +0 53 45.1
 JN0396;UTM  12      - 4,289,939.692   578,074.509   MT  0.99967506   +0 33 45.0
 JN0396
 JN0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0396!SPC UT C     -   0.99979862  x   1.00007494  =   0.99987354
 JN0396!UTM  12      -   0.99979862  x   0.99967506  =   0.99947374
 JN0396
 JN0396:                Primary Azimuth Mark                     Grid Az
 JN0396:SPC UT C     -  CHAFFIN AZ MK                            301 57 19.6
 JN0396:UTM  12      -  CHAFFIN AZ MK                            302 17 19.7
 JN0396
 JN0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH7807489939(NAD 83)
 JN0396
 JN0396|---------------------------------------------------------------------|
 JN0396| PID    Reference Object                     Distance      Geod. Az  |
 JN0396|                                                           dddmmss.s |
 JN0396| JN0397 CHAFFIN AZ MK                       APPROX. 6.5 KM 3025104.7 |
 JN0396|---------------------------------------------------------------------|
 JN0396
 JN0396                          SUPERSEDED SURVEY CONTROL
 JN0396
 JN0396  NAD 83(1986)-  38 45 16.92432(N)    110 06 05.26368(W) AD(       ) 3
 JN0396  NAD 27      -  38 45 17.00695(N)    110 06 02.79807(W) AD(       ) 3
 JN0396  NGVD 29 (07/19/86) 1303.5    (m)         4277.     (f) VERT ANG       
 JN0396
 JN0396.Superseded values are not recommended for survey control.
 JN0396
 JN0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0396.See file dsdata.pdf to determine how the superseded data were derived.
 JN0396
 JN0396_MARKER: DD = SURVEY DISK
 JN0396_SETTING: 80 = SET IN A BOULDER
 JN0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0396+STABILITY: SURFACE MOTION
 JN0396
 JN0396  HISTORY     - Date     Condition        Report By
 JN0396  HISTORY     - 1951     MONUMENTED       USGS
 JN0396
 JN0396                          STATION DESCRIPTION
 JN0396
 JN0396'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JN0396'LOCATED ABOUT 1.3 MI. SSE. OF JUNCTION OF SAN RAFAEL RIVER AND GREEN
 JN0396'RIVER, 1.0 MI. WSW. OF JUNCTION OF RED WASH AND GREEN RIVER ON TOP OF
 JN0396'SMALL MESA.
 JN0396'
 JN0396'REACHED BY HELICOPTER.
 JN0396'
 JN0396'STATION MARK - STANDARD TABLET STAMPED ---3 25 C 1951--- CEMENTED IN
 JN0396'BOULDER.
 JN0396'
 JN0396'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0379 ***********************************************************************
 KM0379  DESIGNATION -  3 32 X
 KM0379  PID         -  KM0379
 KM0379  STATE/COUNTY-  UT/UINTAH
 KM0379  COUNTRY     -  US
 KM0379  USGS QUAD   -  AGENCY DRAW NW (2017)
 KM0379
 KM0379                         *CURRENT SURVEY CONTROL
 KM0379  ______________________________________________________________________
 KM0379* NAD 83(1994) POSITION- 39 42 51.24957(N) 109 40 07.09534(W)   ADJUSTED
 KM0379* NAVD 88 ORTHO HEIGHT -  2083.0   (meters)     6834.    (feet) VERTCON3
 KM0379  ______________________________________________________________________
 KM0379  GEOID HEIGHT    -        -17.393 (meters)                     GEOID18
 KM0379  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 KM0379  HORZ ORDER      -  THIRD
 KM0379
 KM0379.The horizontal coordinates were established by classical geodetic methods
 KM0379.and adjusted by the National Geodetic Survey in November 1997.
 KM0379
 KM0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0379
 KM0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0379.GEOID18 height accuracy estimate available here.
 KM0379
 KM0379.Click photographs - Photos may exist for this station.
 KM0379
 KM0379.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0379
 KM0379. The following values were computed from the NAD 83(1994) position.
 KM0379
 KM0379;                    North         East     Units Scale Factor Converg.
 KM0379;SPC UT C     - 2,154,913.053   657,010.537   MT  0.99990103   +1 10 23.3
 KM0379;SPC UT C     - 7,069,910.57  2,155,542.07   sFT  0.99990103   +1 10 23.3
 KM0379;UTM  12      - 4,396,888.254   614,118.914   MT  0.99976033   +0 51 02.8
 KM0379
 KM0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0379!SPC UT C     -   0.99967605  x   0.99990103  =   0.99957711
 KM0379!UTM  12      -   0.99967605  x   0.99976033  =   0.99943646
 KM0379
 KM0379:                Primary Azimuth Mark                     Grid Az
 KM0379:SPC UT C     -  KM0380                                   263 20 11.3
 KM0379:UTM  12      -  KM0380                                   263 39 31.8
 KM0379
 KM0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ1411896888(NAD 83)
 KM0379
 KM0379|---------------------------------------------------------------------|
 KM0379| PID    Reference Object                     Distance      Geod. Az  |
 KM0379|                                                           dddmmss.s |
 KM0379| KM0380 KM0380                              APPROX. 1.5 KM 2643034.6 |
 KM0379|---------------------------------------------------------------------|
 KM0379
 KM0379                          SUPERSEDED SURVEY CONTROL
 KM0379
 KM0379  NAD 83(1993)-  39 42 51.22445(N)    109 40 07.07685(W) AD(       ) 3
 KM0379  NAD 83(1986)-  39 42 51.22263(N)    109 40 07.07857(W) AD(       ) 3
 KM0379  NAD 27      -  39 42 51.34637(N)    109 40 04.60457(W) AD(       ) 3
 KM0379  NGVD 29 (07/19/86) 2081.8    (m)         6830.     (f) VERT ANG       
 KM0379
 KM0379.Superseded values are not recommended for survey control.
 KM0379
 KM0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0379.See file dsdata.pdf to determine how the superseded data were derived.
 KM0379
 KM0379_MARKER: W = UNMONUMENTED
 KM0379_SETTING: 0 = UNSPECIFIED SETTING
 KM0379
 KM0379  HISTORY     - Date     Condition        Report By
 KM0379  HISTORY     - 1966     MONUMENTED       USGS
 KM0379
 KM0379                          STATION DESCRIPTION
 KM0379
 KM0379'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0379'TEMPORARY POINT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0375 ***********************************************************************
 KM0375  DESIGNATION -  3 74 X
 KM0375  PID         -  KM0375
 KM0375  STATE/COUNTY-  UT/UINTAH
 KM0375  COUNTRY     -  US
 KM0375  USGS QUAD   -  AGENCY DRAW NE (2017)
 KM0375
 KM0375                         *CURRENT SURVEY CONTROL
 KM0375  ______________________________________________________________________
 KM0375* NAD 83(1994) POSITION- 39 39 57.22872(N) 109 34 47.53837(W)   ADJUSTED
 KM0375* NAVD 88 ORTHO HEIGHT -  1937.3   (meters)     6356.    (feet) VERTCON3
 KM0375  ______________________________________________________________________
 KM0375  GEOID HEIGHT    -        -17.332 (meters)                     GEOID18
 KM0375  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 KM0375  HORZ ORDER      -  THIRD
 KM0375
 KM0375.The horizontal coordinates were established by classical geodetic methods
 KM0375.and adjusted by the National Geodetic Survey in November 1997.
 KM0375
 KM0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0375
 KM0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0375.GEOID18 height accuracy estimate available here.
 KM0375
 KM0375.Click photographs - Photos may exist for this station.
 KM0375
 KM0375.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0375
 KM0375. The following values were computed from the NAD 83(1994) position.
 KM0375
 KM0375;                    North         East     Units Scale Factor Converg.
 KM0375;SPC UT C     - 2,149,707.382   664,734.865   MT  0.99990315   +1 13 48.0
 KM0375;SPC UT C     - 7,052,831.64  2,180,884.30   sFT  0.99990315   +1 13 48.0
 KM0375;UTM  12      - 4,391,639.824   621,812.779   MT  0.99978268   +0 54 23.7
 KM0375
 KM0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0375!SPC UT C     -   0.99969888  x   0.99990315  =   0.99960206
 KM0375!UTM  12      -   0.99969888  x   0.99978268  =   0.99948162
 KM0375
 KM0375:                Primary Azimuth Mark                     Grid Az
 KM0375:SPC UT C     -  ET 29 JEK                                223 31 23.3
 KM0375:UTM  12      -  ET 29 JEK                                223 50 47.6
 KM0375
 KM0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ2181291639(NAD 83)
 KM0375
 KM0375|---------------------------------------------------------------------|
 KM0375| PID    Reference Object                     Distance      Geod. Az  |
 KM0375|                                                           dddmmss.s |
 KM0375| KM0378 ET 29 JEK                           APPROX. 6.3 KM 2244511.3 |
 KM0375|---------------------------------------------------------------------|
 KM0375
 KM0375                          SUPERSEDED SURVEY CONTROL
 KM0375
 KM0375  NAD 83(1993)-  39 39 57.20500(N)    109 34 47.51885(W) AD(       ) 3
 KM0375  NAD 83(1992)-  39 39 57.20227(N)    109 34 47.52058(W) AD(       ) 3
 KM0375  NAD 83(1986)-  39 39 57.20198(N)    109 34 47.52005(W) AD(       ) 3
 KM0375  NAD 27      -  39 39 57.32512(N)    109 34 45.06589(W) AD(       ) 3
 KM0375  NGVD 29 (07/19/86) 1936.1    (m)         6352.     (f) VERT ANG       
 KM0375
 KM0375.Superseded values are not recommended for survey control.
 KM0375
 KM0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0375.See file dsdata.pdf to determine how the superseded data were derived.
 KM0375
 KM0375_MARKER: W = UNMONUMENTED
 KM0375_SETTING: 0 = UNSPECIFIED SETTING
 KM0375
 KM0375  HISTORY     - Date     Condition        Report By
 KM0375  HISTORY     - 1966     MONUMENTED       USGS
 KM0375
 KM0375                          STATION DESCRIPTION
 KM0375
 KM0375'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0375'TEMPORARY POINT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0341 ***********************************************************************
 KM0341  DESIGNATION -  3 94 X
 KM0341  PID         -  KM0341
 KM0341  STATE/COUNTY-  UT/UINTAH
 KM0341  COUNTRY     -  US
 KM0341  USGS QUAD   -  BATES KNOLLS (2017)
 KM0341
 KM0341                         *CURRENT SURVEY CONTROL
 KM0341  ______________________________________________________________________
 KM0341* NAD 83(1994) POSITION- 39 39 07.68736(N) 109 25 04.87886(W)   ADJUSTED
 KM0341* NAVD 88 ORTHO HEIGHT -  2052.0   (meters)     6732.    (feet) VERTCON3
 KM0341  ______________________________________________________________________
 KM0341  GEOID HEIGHT    -        -17.108 (meters)                     GEOID18
 KM0341  LAPLACE CORR    -          2.77  (seconds)                    DEFLEC18
 KM0341  HORZ ORDER      -  THIRD
 KM0341
 KM0341.The horizontal coordinates were established by classical geodetic methods
 KM0341.and adjusted by the National Geodetic Survey in November 1997.
 KM0341
 KM0341.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0341
 KM0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0341.GEOID18 height accuracy estimate available here.
 KM0341
 KM0341.Click photographs - Photos may exist for this station.
 KM0341
 KM0341.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0341
 KM0341. The following values were computed from the NAD 83(1994) position.
 KM0341
 KM0341;                    North         East     Units Scale Factor Converg.
 KM0341;SPC UT C     - 2,148,490.682   678,653.708   MT  0.99990389   +1 20 01.2
 KM0341;SPC UT C     - 7,048,839.85  2,226,549.71   sFT  0.99990389   +1 20 01.2
 KM0341;UTM  12      - 4,390,344.636   635,723.147   MT  0.99982679   +1 00 34.8
 KM0341
 KM0341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0341!SPC UT C     -   0.99968086  x   0.99990389  =   0.99958479
 KM0341!UTM  12      -   0.99968086  x   0.99982679  =   0.99950771
 KM0341
 KM0341:                Primary Azimuth Mark                     Grid Az
 KM0341:SPC UT C     -  ET 23 JEK                                145 07 45.5
 KM0341:UTM  12      -  ET 23 JEK                                145 27 11.9
 KM0341
 KM0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ3572390344(NAD 83)
 KM0341
 KM0341|---------------------------------------------------------------------|
 KM0341| PID    Reference Object                     Distance      Geod. Az  |
 KM0341|                                                           dddmmss.s |
 KM0341| KM0338 ET 23 JEK                           APPROX. 3.7 KM 1462746.7 |
 KM0341|---------------------------------------------------------------------|
 KM0341
 KM0341                          SUPERSEDED SURVEY CONTROL
 KM0341
 KM0341  NAD 83(1993)-  39 39 07.66570(N)    109 25 04.86024(W) AD(       ) 3
 KM0341  NAD 83(1992)-  39 39 07.66252(N)    109 25 04.86123(W) AD(       ) 3
 KM0341  NAD 83(1986)-  39 39 07.66049(N)    109 25 04.86087(W) AD(       ) 3
 KM0341  NAD 27      -  39 39 07.78428(N)    109 25 02.42235(W) AD(       ) 3
 KM0341  NGVD 29 (07/19/86) 2050.7    (m)         6728.     (f) VERT ANG       
 KM0341
 KM0341.Superseded values are not recommended for survey control.
 KM0341
 KM0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0341.See file dsdata.pdf to determine how the superseded data were derived.
 KM0341
 KM0341_MARKER: W = UNMONUMENTED
 KM0341_SETTING: 0 = UNSPECIFIED SETTING
 KM0341
 KM0341  HISTORY     - Date     Condition        Report By
 KM0341  HISTORY     - 1966     MONUMENTED       USGS
 KM0341
 KM0341                          STATION DESCRIPTION
 KM0341
 KM0341'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0341'TEMPORARY POINT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0649 ***********************************************************************
 JO0649  DESIGNATION -  3 DOR
 JO0649  PID         -  JO0649
 JO0649  STATE/COUNTY-  UT/BEAVER
 JO0649  COUNTRY     -  US
 JO0649  USGS QUAD   -  PINE VALLEY HARDPAN SOUTH (2017)
 JO0649
 JO0649                         *CURRENT SURVEY CONTROL
 JO0649  ______________________________________________________________________
 JO0649* NAD 83(1986) POSITION- 38 30 16.     (N) 113 40 35.     (W)   SCALED
 JO0649* NAVD 88 ORTHO HEIGHT -  1603.860 (meters)     5262.00  (feet) POSTED
 JO0649  ______________________________________________________________________
 JO0649  GEOID HEIGHT    -        -21.365 (meters)                     GEOID18
 JO0649  DYNAMIC HEIGHT  -       1602.15  (meters)     5256.4   (feet) COMP
 JO0649  MODELED GRAVITY -    979,506.6   (mgal)                       NAVD 88
 JO0649
 JO0649  VERT ORDER      -  * POSTED, SEE BELOW
 JO0649
 JO0649.The horizontal coordinates were scaled from a map and have
 JO0649.an estimated accuracy of +/- 6 seconds.
 JO0649
 JO0649.The orthometric height was determined by differential leveling
 JO0649.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0649
 JO0649.* This is a POSTED BENCH MARK height.
 JO0649
 JO0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0649.GEOID18 height accuracy estimate available here.
 JO0649
 JO0649.Click photographs - Photos may exist for this station.
 JO0649
 JO0649.The dynamic height is computed by dividing the NAVD 88
 JO0649.geopotential number by the normal gravity value computed on the
 JO0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0649.degrees latitude (g = 980.6199 gals.).
 JO0649
 JO0649.The modeled gravity was interpolated from observed gravity values.
 JO0649
 JO0649;                    North         East    Units  Estimated Accuracy
 JO0649;SPC UT S     - 3,206,180.      310,170.      MT  (+/- 180 meters Scaled)
 JO0649
 JO0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH666651(NAD 83)
 JO0649
 JO0649                          SUPERSEDED SURVEY CONTROL
 JO0649
 JO0649.No superseded survey control is available for this station.
 JO0649
 JO0649_MARKER: DB = BENCH MARK DISK
 JO0649_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0649_STAMPING: 3 DOR 1971 5258
 JO0649_MARK LOGO: USGS
 JO0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0649
 JO0649  HISTORY     - Date     Condition        Report By
 JO0649  HISTORY     - 1971     MONUMENTED       USGS
 JO0649
 JO0649                          STATION DESCRIPTION
 JO0649
 JO0649'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0649'75.5 KM (46.90 MI) NNW FROM LUND.
 JO0649'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0649'AND PINE VALLEY ROAD, PROCEED 46.9 MILES WEST AND NORTH ALONG PINE
 JO0649'VALLEY ROAD TO A DRAINAGE DITCH, 1.7 MILES SOUTH OF STATE HIGHWAY 21,
 JO0649'172 FEET SOUTH OF 1/4 SEC COR T26S R16W SEC31 32, 49 FEET EAST OF THE
 JO0649'CENTER OF THE ROAD, 44 FEET SOUTHEAST OF THE DRAINAGE DITCH.  A
 JO0649'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 JO0649'PROJECTING 3 INCHES.
 JO0649'THE MARK IS 1.5 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0147 ***********************************************************************
 LO0147  DESIGNATION -  3 EMH
 LO0147  PID         -  LO0147
 LO0147  STATE/COUNTY-  UT/DUCHESNE
 LO0147  COUNTRY     -  US
 LO0147  USGS QUAD   -  TABIONA (2017)
 LO0147
 LO0147                         *CURRENT SURVEY CONTROL
 LO0147  ______________________________________________________________________
 LO0147* NAD 83(1986) POSITION- 40 16 12.     (N) 110 42 13.     (W)   SCALED
 LO0147* NAVD 88 ORTHO HEIGHT -  2035.910 (meters)     6679.48  (feet) ADJUSTED
 LO0147  ______________________________________________________________________
 LO0147  GEOID HEIGHT    -        -16.055 (meters)                     GEOID18
 LO0147  DYNAMIC HEIGHT  -       2033.830 (meters)     6672.66  (feet) COMP
 LO0147  MODELED GRAVITY -    979,531.8   (mgal)                       NAVD 88
 LO0147
 LO0147  VERT ORDER      -  SECOND    CLASS 0
 LO0147
 LO0147.The horizontal coordinates were scaled from a map and have
 LO0147.an estimated accuracy of +/- 6 seconds.
 LO0147
 LO0147.The orthometric height was determined by differential leveling and
 LO0147.adjusted by the NATIONAL GEODETIC SURVEY
 LO0147.in June 1991.
 LO0147
 LO0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0147.GEOID18 height accuracy estimate available here.
 LO0147
 LO0147.Click photographs - Photos may exist for this station.
 LO0147
 LO0147.The dynamic height is computed by dividing the NAVD 88
 LO0147.geopotential number by the normal gravity value computed on the
 LO0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0147.degrees latitude (g = 980.6199 gals.).
 LO0147
 LO0147.The modeled gravity was interpolated from observed gravity values.
 LO0147
 LO0147;                    North         East    Units  Estimated Accuracy
 LO0147;SPC UT C     - 2,215,310.      567,730.      MT  (+/- 180 meters Scaled)
 LO0147
 LO0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK251577(NAD 83)
 LO0147
 LO0147                          SUPERSEDED SURVEY CONTROL
 LO0147
 LO0147  NGVD 29 (??/??/92) 2034.533  (m)         6674.96   (f) ADJ UNCH    2 0
 LO0147
 LO0147.Superseded values are not recommended for survey control.
 LO0147
 LO0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0147.See file dsdata.pdf to determine how the superseded data were derived.
 LO0147
 LO0147_MARKER: DD = SURVEY DISK
 LO0147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0147_SP_SET: CATTLE GUARD
 LO0147_STAMPING: 3 EMH 1959
 LO0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0147
 LO0147  HISTORY     - Date     Condition        Report By
 LO0147  HISTORY     - 1959     MONUMENTED       USGS
 LO0147  HISTORY     - 1962     GOOD             CGS
 LO0147
 LO0147                          STATION DESCRIPTION
 LO0147
 LO0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0147'8.6 MI S FROM TABIONA.
 LO0147'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0147'TABIONA, THENCE 5.7 MILES SOUTH ALONG STATE HIGHWAY 208, 15 FEET EAST
 LO0147'OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE NORTH END OF THE
 LO0147'EAST CONCRETE HEAD WALL OF A STEEL RAIL CATTLE GUARD UNDER HIGHWAY,
 LO0147'0.8 FOOT SOUTH OF THE NORTH END OF THE HEAD WALL, AND ABOUT 1 FOOT
 LO0147'HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0560 ***********************************************************************
 MR0560  DESIGNATION -  3 FMK
 MR0560  PID         -  MR0560
 MR0560  STATE/COUNTY-  UT/MORGAN
 MR0560  COUNTRY     -  US
 MR0560  USGS QUAD   -  SNOW BASIN (2017)
 MR0560
 MR0560                         *CURRENT SURVEY CONTROL
 MR0560  ______________________________________________________________________
 MR0560* NAD 83(1986) POSITION- 41 08 16.     (N) 111 48 29.     (W)   SCALED
 MR0560* NAVD 88 ORTHO HEIGHT -  1474.734 (meters)     4838.36  (feet) ADJUSTED
 MR0560  ______________________________________________________________________
 MR0560  GEOID HEIGHT    -        -16.260 (meters)                     GEOID18
 MR0560  DYNAMIC HEIGHT  -       1473.555 (meters)     4834.49  (feet) COMP
 MR0560  MODELED GRAVITY -    979,773.0   (mgal)                       NAVD 88
 MR0560
 MR0560  VERT ORDER      -  FIRST     CLASS II
 MR0560
 MR0560.The horizontal coordinates were scaled from a map and have
 MR0560.an estimated accuracy of +/- 6 seconds.
 MR0560
 MR0560.The orthometric height was determined by differential leveling and
 MR0560.adjusted by the NATIONAL GEODETIC SURVEY
 MR0560.in June 1991.
 MR0560
 MR0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0560.GEOID18 height accuracy estimate available here.
 MR0560
 MR0560.Click photographs - Photos may exist for this station.
 MR0560
 MR0560.The dynamic height is computed by dividing the NAVD 88
 MR0560.geopotential number by the normal gravity value computed on the
 MR0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0560.degrees latitude (g = 980.6199 gals.).
 MR0560
 MR0560.The modeled gravity was interpolated from observed gravity values.
 MR0560
 MR0560;                    North         East    Units  Estimated Accuracy
 MR0560;SPC UT N     - 1,089,380.      474,140.      MT  (+/- 180 meters Scaled)
 MR0560
 MR0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL321543(NAD 83)
 MR0560
 MR0560                          SUPERSEDED SURVEY CONTROL
 MR0560
 MR0560  NGVD 29 (06/08/92) 1473.677  (m)         4834.89   (f) ADJUSTED    1 2
 MR0560
 MR0560.Superseded values are not recommended for survey control.
 MR0560
 MR0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0560.See file dsdata.pdf to determine how the superseded data were derived.
 MR0560
 MR0560_MARKER: DB = BENCH MARK DISK
 MR0560_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MR0560_SP_SET: ABUTMENT
 MR0560_STAMPING: 3 FMK 1974
 MR0560_MARK LOGO: USGS
 MR0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0560+STABILITY: SURFACE MOTION
 MR0560
 MR0560  HISTORY     - Date     Condition        Report By
 MR0560  HISTORY     - 1974     MONUMENTED       USGS
 MR0560  HISTORY     - 1983     GOOD             NGS
 MR0560
 MR0560                          STATION DESCRIPTION
 MR0560
 MR0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0560'16.5 KM (10.25 MI) NW FROM MORGAN.
 MR0560'16.5 KM (10.25 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0560'THE STATION IN MORGAN, 0.4 KM (0.25 MI) WEST OF MILEPOST 978, IN TOP
 MR0560'OF AND 0.3 METER (1.0 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE
 MR0560'ABUTMENT OF RAILROAD BRIDGE NUMBER 978.25, AND 2.2 METERS (7.2 FT)
 MR0560'NORTH OF THE NEAR RAIL.
 MR0560'THE MARK IS 0.3 M BELOW THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5476 ***********************************************************************
 DR5476  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5476  DESIGNATION -  3 JRH
 DR5476  PID         -  DR5476
 DR5476  STATE/COUNTY-  UT/WEBER
 DR5476  COUNTRY     -  US
 DR5476  USGS QUAD   -  SNOW BASIN (2017)
 DR5476
 DR5476                         *CURRENT SURVEY CONTROL
 DR5476  ______________________________________________________________________
 DR5476* NAD 83(2011) POSITION- 41 14 59.51372(N) 111 47 42.46046(W)   ADJUSTED
 DR5476* NAD 83(2011) ELLIP HT-  1499.583 (meters)        (07/08/20)   ADJUSTED
 DR5476* NAD 83(2011) EPOCH   -  2010.00
 DR5476* NAVD 88 ORTHO HEIGHT -  1515.60  (meters)     4972.4   (feet) GPS OBS
 DR5476  ______________________________________________________________________
 DR5476  GEOID HEIGHT    -        -15.996 (meters)                     GEOID18
 DR5476  NAD 83(2011) X  - -1,783,474.194 (meters)                     COMP
 DR5476  NAD 83(2011) Y  - -4,460,103.465 (meters)                     COMP
 DR5476  NAD 83(2011) Z  -  4,184,314.676 (meters)                     COMP
 DR5476  LAPLACE CORR    -          1.65  (seconds)                    DEFLEC18
 DR5476
 DR5476  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5476  Standards:
 DR5476         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5476            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5476  -------------------------------------------------------------------
 DR5476  NETWORK    0.66   1.23           0.29   0.25   0.63      0.05514783
 DR5476  -------------------------------------------------------------------
 DR5476  Click here for local accuracies and other accuracy information.
 DR5476
 DR5476.The horizontal coordinates were established by GPS observations
 DR5476.and adjusted by the National Geodetic Survey in July 2020.
 DR5476
 DR5476.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5476.been affixed to the stable North American tectonic plate. See 
 DR5476.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5476
 DR5476.The horizontal coordinates are valid at the epoch date displayed above
 DR5476.which is a decimal equivalence of Year/Month/Day.
 DR5476
 DR5476.The orthometric height was determined by GPS observations and a
 DR5476.high-resolution geoid model using precise GPS observation and
 DR5476.processing techniques.
 DR5476
 DR5476.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5476.GEOID18 height accuracy estimate available here.
 DR5476
 DR5476.Click photographs - Photos may exist for this station.
 DR5476
 DR5476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5476
 DR5476.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5476
 DR5476.The ellipsoidal height was determined by GPS observations
 DR5476.and is referenced to NAD 83.
 DR5476
 DR5476. The following values were computed from the NAD 83(2011) position.
 DR5476
 DR5476;                    North         East     Units Scale Factor Converg.
 DR5476;SPC UT N     - 1,101,822.661   475,264.482   MT  0.99995684   -0 11 40.5
 DR5476;SPC UT N     - 3,614,896.51  1,559,263.55   sFT  0.99995684   -0 11 40.5
 DR5476;UTM  12      - 4,566,799.836   433,381.416   MT  0.99965462   -0 31 27.4
 DR5476
 DR5476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5476!SPC UT N     -   0.99976484  x   0.99995684  =   0.99972169
 DR5476!UTM  12      -   0.99976484  x   0.99965462  =   0.99941954
 DR5476
 DR5476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3338166799(NAD 83)
 DR5476
 DR5476                          SUPERSEDED SURVEY CONTROL
 DR5476
 DR5476.No superseded survey control is available for this station.
 DR5476
 DR5476_MARKER: DB = BENCH MARK DISK
 DR5476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5476_STAMPING: 3 JRH 1958
 DR5476_MARK LOGO: USGS
 DR5476_PROJECTION: FLUSH
 DR5476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5476+STABILITY: SURFACE MOTION
 DR5476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5476+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2016
 DR5476
 DR5476  HISTORY     - Date     Condition        Report By
 DR5476  HISTORY     - UNK      MONUMENTED
 DR5476  HISTORY     - 20160816 GOOD             UT-057
 DR5476
 DR5476                          STATION DESCRIPTION
 DR5476
 DR5476'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5476'THE STATION IS LOCATED ABOUT 9.4 MI (15.2 KM) EAST-SOUTHEAST OF NORTH
 DR5476'OGDEN, 9.2 MI (14.8 KM) NORTH OF PETERSON AND 1.6 MI (2.5 KM)
 DR5476'WEST-SOUTHWEST OF HUNTSVILLE.
 DR5476'
 DR5476'OWNERSHIP--ROAD RIGHT-OF-WAY. TO REACH FROM THE SPILLWAY OF PINEVIEW
 DR5476'DAM TRAVEL 2.75 MILES SOUTHEASTERLY ALONG HIGHWAY 39. THE APPROXIMATE
 DR5476'ADDRESS OF THE STATION IS 6353 UT-89, HUNTSVILLE, UT.TO THE STATION ON
 DR5476'THE LEFT.
 DR5476'
 DR5476'IT IS 330 FT (100.6 M) NORTHEAST OF SNOW BASIN TURN OFF, 40 FT (12.2
 DR5476'M) NORTH OF THE  BANK OF THE CREEK, 2 FT (0.6 M) WEST OF POWER POLE,
 DR5476'1.5 FT (0.5 M) SOUTH OF THE NORTH ROW FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0647 ***********************************************************************
 HO0647  DESIGNATION -  3 LRC
 HO0647  PID         -  HO0647
 HO0647  STATE/COUNTY-  UT/WASHINGTON
 HO0647  COUNTRY     -  US
 HO0647  USGS QUAD   -  CASTLE CLIFF (2017)
 HO0647
 HO0647                         *CURRENT SURVEY CONTROL
 HO0647  ______________________________________________________________________
 HO0647* NAD 83(1986) POSITION- 37 04 00.5    (N) 113 54 26.3    (W)   HD_HELD2
 HO0647* NAVD 88 ORTHO HEIGHT -  1124.880 (meters)     3690.54  (feet) POSTED
 HO0647  ______________________________________________________________________
 HO0647  GEOID HEIGHT    -        -24.940 (meters)                     GEOID18
 HO0647  DYNAMIC HEIGHT  -       1123.72  (meters)     3686.7   (feet) COMP
 HO0647  MODELED GRAVITY -    979,560.1   (mgal)                       NAVD 88
 HO0647
 HO0647  VERT ORDER      -  * POSTED, SEE BELOW
 HO0647
 HO0647.The horizontal coordinates were established by autonomous hand held GPS
 HO0647.observations and have an estimated accuracy of +/- 10 meters.
 HO0647
 HO0647.The orthometric height was determined by differential leveling
 HO0647.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0647
 HO0647.* This is a POSTED BENCH MARK height.
 HO0647
 HO0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0647.GEOID18 height accuracy estimate available here.
 HO0647
 HO0647.Click photographs - Photos may exist for this station.
 HO0647
 HO0647.The dynamic height is computed by dividing the NAVD 88
 HO0647.geopotential number by the normal gravity value computed on the
 HO0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0647.degrees latitude (g = 980.6199 gals.).
 HO0647
 HO0647.The modeled gravity was interpolated from observed gravity values.
 HO0647
 HO0647;                    North         East    Units  Estimated Accuracy
 HO0647;SPC UT S     - 3,047,165.      285,927.      MT  (+/- 10 meters HH2 GPS)
 HO0647
 HO0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG4151506238(NAD 83)
 HO0647
 HO0647                          SUPERSEDED SURVEY CONTROL
 HO0647
 HO0647  NGVD 29 (??/??/92) 1124.08   (m)         3687.9    (f) COMPUTED    2 0
 HO0647
 HO0647.Superseded values are not recommended for survey control.
 HO0647
 HO0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0647.See file dsdata.pdf to determine how the superseded data were derived.
 HO0647
 HO0647_MARKER: DD = SURVEY DISK
 HO0647_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0647_STAMPING: 3 LRC 1973 3688
 HO0647_MARK LOGO: USGS
 HO0647_PROJECTION: FLUSH
 HO0647_MAGNETIC: I = MARKER IS A STEEL ROD
 HO0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0647+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HO0647
 HO0647  HISTORY     - Date     Condition        Report By
 HO0647  HISTORY     - 1973     MONUMENTED       USGS
 HO0647
 HO0647                          STATION DESCRIPTION
 HO0647
 HO0647'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HO0647'FROM THE POST OFFICE IN MESQUITE, UTAH, PROCEED 23.7 MILES NORTHEAST
 HO0647'ALONG U S HIGHWAY 91 TO A POINT 1.3 MILES NORTHWEST OF CASTLE ROCK
 HO0647'CLIFF, ALONG LYTLE RANCH ROAD TO THE TOP OF A RISE, 85 FEET SOUTHWEST
 HO0647'OF THE CENTER OF THE ROAD, ON A 5/8 INCH COPPER COATED ROD DRIVEN TO
 HO0647'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0666 ***********************************************************************
 HO0666  DESIGNATION -  3 RS
 HO0666  PID         -  HO0666
 HO0666  STATE/COUNTY-  UT/WASHINGTON
 HO0666  COUNTRY     -  US
 HO0666  USGS QUAD   -  HEBRON (2017)
 HO0666
 HO0666                         *CURRENT SURVEY CONTROL
 HO0666  ______________________________________________________________________
 HO0666* NAD 83(1986) POSITION- 37 34 34.     (N) 113 49 12.     (W)   SCALED
 HO0666* NAVD 88 ORTHO HEIGHT -  1672.325 (meters)     5486.62  (feet) POSTED
 HO0666  ______________________________________________________________________
 HO0666  GEOID HEIGHT    -        -23.288 (meters)                     GEOID18
 HO0666  DYNAMIC HEIGHT  -       1670.43  (meters)     5480.4   (feet) COMP
 HO0666  MODELED GRAVITY -    979,436.6   (mgal)                       NAVD 88
 HO0666
 HO0666  VERT ORDER      -  * POSTED, SEE BELOW
 HO0666
 HO0666.The horizontal coordinates were scaled from a map and have
 HO0666.an estimated accuracy of +/- 6 seconds.
 HO0666
 HO0666.The orthometric height was determined by differential leveling
 HO0666.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0666
 HO0666.* This is a POSTED BENCH MARK height.
 HO0666
 HO0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0666.GEOID18 height accuracy estimate available here.
 HO0666
 HO0666.Click photographs - Photos may exist for this station.
 HO0666
 HO0666.The dynamic height is computed by dividing the NAVD 88
 HO0666.geopotential number by the normal gravity value computed on the
 HO0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0666.degrees latitude (g = 980.6199 gals.).
 HO0666
 HO0666.The modeled gravity was interpolated from observed gravity values.
 HO0666
 HO0666;                    North         East    Units  Estimated Accuracy
 HO0666;SPC UT S     - 3,103,480.      295,090.      MT  (+/- 180 meters Scaled)
 HO0666
 HO0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG509625(NAD 83)
 HO0666
 HO0666                          SUPERSEDED SURVEY CONTROL
 HO0666
 HO0666  NGVD 29 (??/??/92) 1671.23   (m)         5483.0    (f) COMPUTED    2 0
 HO0666
 HO0666.Superseded values are not recommended for survey control.
 HO0666
 HO0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0666.See file dsdata.pdf to determine how the superseded data were derived.
 HO0666
 HO0666_MARKER: DD = SURVEY DISK
 HO0666_SETTING: 80 = SET IN A BOULDER
 HO0666_STAMPING: 3 RS 1937 5483
 HO0666_MARK LOGO: USGS
 HO0666_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HO0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0666+STABILITY: SURFACE MOTION
 HO0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0666+SATELLITE: SATELLITE OBSERVATIONS - December 28, 1971
 HO0666
 HO0666  HISTORY     - Date     Condition        Report By
 HO0666  HISTORY     - 1937     MONUMENTED       USGS
 HO0666  HISTORY     - 19711228 GOOD             USGS
 HO0666
 HO0666                          STATION DESCRIPTION
 HO0666
 HO0666'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HO0666'FROM THE POST OFFICE IN ENTERPRISE, UTAH, PROCEED 6.0 MILES WEST
 HO0666'ALONG STATE HIGHWAY 75, 0.3 MILES EAST OF A Y-ROAD SOUTHWEST TO
 HO0666'ENTERPRISE RESERVOIR, 182 FEET SOUTH AND 10 FEET HIGHER THAN THE
 HO0666'ROAD, 2 FEET NORTH OF A WITNESS, IN A SMALL BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0622 ***********************************************************************
 JO0622  DESIGNATION -  30 DOR
 JO0622  PID         -  JO0622
 JO0622  STATE/COUNTY-  UT/IRON
 JO0622  COUNTRY     -  US
 JO0622  USGS QUAD   -  OBSERVATION KNOLL (2017)
 JO0622
 JO0622                         *CURRENT SURVEY CONTROL
 JO0622  ______________________________________________________________________
 JO0622* NAD 83(1986) POSITION- 38 08 55.     (N) 113 38 45.     (W)   SCALED
 JO0622* NAVD 88 ORTHO HEIGHT -  1889.590 (meters)     6199.43  (feet) POSTED
 JO0622  ______________________________________________________________________
 JO0622  GEOID HEIGHT    -        -21.797 (meters)                     GEOID18
 JO0622  DYNAMIC HEIGHT  -       1887.44  (meters)     6192.4   (feet) COMP
 JO0622  MODELED GRAVITY -    979,423.7   (mgal)                       NAVD 88
 JO0622
 JO0622  VERT ORDER      -  * POSTED, SEE BELOW
 JO0622
 JO0622.The horizontal coordinates were scaled from a map and have
 JO0622.an estimated accuracy of +/- 6 seconds.
 JO0622
 JO0622.The orthometric height was determined by differential leveling
 JO0622.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0622
 JO0622.* This is a POSTED BENCH MARK height.
 JO0622
 JO0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0622.GEOID18 height accuracy estimate available here.
 JO0622
 JO0622.Click photographs - Photos may exist for this station.
 JO0622
 JO0622.The dynamic height is computed by dividing the NAVD 88
 JO0622.geopotential number by the normal gravity value computed on the
 JO0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0622.degrees latitude (g = 980.6199 gals.).
 JO0622
 JO0622.The modeled gravity was interpolated from observed gravity values.
 JO0622
 JO0622;                    North         East    Units  Estimated Accuracy
 JO0622;SPC UT S     - 3,166,630.      311,930.      MT  (+/- 180 meters Scaled)
 JO0622
 JO0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH681256(NAD 83)
 JO0622
 JO0622                          SUPERSEDED SURVEY CONTROL
 JO0622
 JO0622.No superseded survey control is available for this station.
 JO0622
 JO0622_MARKER: DB = BENCH MARK DISK
 JO0622_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JO0622_SP_SET: FOUNDATION
 JO0622_STAMPING: 30 DOR 1971 6195
 JO0622_MARK LOGO: USGS
 JO0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0622+STABILITY: SURFACE MOTION
 JO0622
 JO0622  HISTORY     - Date     Condition        Report By
 JO0622  HISTORY     - 1971     MONUMENTED       USGS
 JO0622
 JO0622                          STATION DESCRIPTION
 JO0622
 JO0622'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 JO0622'32.3 KM (20.10 MI) NW FROM LUND.
 JO0622'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0622'AND PINE VALLEY ROAD, PROCEED 20.1 MILES NORTHWEST ALONG PINE VALLEY
 JO0622'ROAD TO A STEEL CATTLEGUARD, 1 MILE SOUTH OF A LOW FLAT DIVIDE, 9.8
 JO0622'FEET SOUTHWEST OF THE CENTER OF THE CATTLEGUARD, IN THE SOUTHWEST
 JO0622'CORNER OF THE CONCRETE CATTLEGUARD FOUNDATION.
 JO0622'THE MARK IS 4.6 FT  SE FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0536 ***********************************************************************
 MR0536  DESIGNATION -  30 FMK
 MR0536  PID         -  MR0536
 MR0536  STATE/COUNTY-  UT/WEBER
 MR0536  COUNTRY     -  US
 MR0536  USGS QUAD   -  OGDEN (2017)
 MR0536
 MR0536                         *CURRENT SURVEY CONTROL
 MR0536  ______________________________________________________________________
 MR0536* NAD 83(1986) POSITION- 41 08 36.     (N) 111 55 40.     (W)   SCALED
 MR0536* NAVD 88 ORTHO HEIGHT -  1375.543 (meters)     4512.93  (feet) ADJUSTED
 MR0536  ______________________________________________________________________
 MR0536  GEOID HEIGHT    -        -16.540 (meters)                     GEOID18
 MR0536  DYNAMIC HEIGHT  -       1374.489 (meters)     4509.47  (feet) COMP
 MR0536  MODELED GRAVITY -    979,810.5   (mgal)                       NAVD 88
 MR0536
 MR0536  VERT ORDER      -  FIRST     CLASS II
 MR0536
 MR0536.The horizontal coordinates were scaled from a map and have
 MR0536.an estimated accuracy of +/- 6 seconds.
 MR0536
 MR0536.The orthometric height was determined by differential leveling and
 MR0536.adjusted by the NATIONAL GEODETIC SURVEY
 MR0536.in June 1991.
 MR0536
 MR0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0536.GEOID18 height accuracy estimate available here.
 MR0536
 MR0536.Click photographs - Photos may exist for this station.
 MR0536
 MR0536.The dynamic height is computed by dividing the NAVD 88
 MR0536.geopotential number by the normal gravity value computed on the
 MR0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0536.degrees latitude (g = 980.6199 gals.).
 MR0536
 MR0536.The modeled gravity was interpolated from observed gravity values.
 MR0536
 MR0536;                    North         East    Units  Estimated Accuracy
 MR0536;SPC UT N     - 1,090,040.      464,090.      MT  (+/- 180 meters Scaled)
 MR0536
 MR0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL221550(NAD 83)
 MR0536
 MR0536                          SUPERSEDED SURVEY CONTROL
 MR0536
 MR0536  NGVD 29 (06/08/92) 1374.536  (m)         4509.62   (f) ADJUSTED    1 2
 MR0536
 MR0536.Superseded values are not recommended for survey control.
 MR0536
 MR0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0536.See file dsdata.pdf to determine how the superseded data were derived.
 MR0536
 MR0536_MARKER: DB = BENCH MARK DISK
 MR0536_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MR0536_STAMPING: 30 FMK 1974
 MR0536_MARK LOGO: USGS
 MR0536_PROJECTION: FLUSH
 MR0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0536_ROD/PIPE-DEPTH: 4.6 meters
 MR0536
 MR0536  HISTORY     - Date     Condition        Report By
 MR0536  HISTORY     - 1974     MONUMENTED       USGS
 MR0536  HISTORY     - 1983     GOOD             NGS
 MR0536
 MR0536                          STATION DESCRIPTION
 MR0536
 MR0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0536'12.8 KM (7.95 MI) SOUTH FROM OGDEN.
 MR0536'12.8 KM (7.95 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0536'STATION IN OGDEN, 8.7 METERS (28.5 FT) SOUTH OF THE NEAR RAIL, 7.6
 MR0536'METERS (24.9 FT) EAST OF THE EXTENDED CENTER OF A DRIVEWAY, 4.9 METERS
 MR0536'(16.1 FT) NORTH OF THE CENTER OF A PAVED ROAD AND 0.6 METERS (2.0 FT)
 MR0536'NORTHWEST OF UTILITY POLE NUMBER E15 A F.  NOTE=THE DISK IS CRIMPED TO
 MR0536'THE TOP OF A COPPER-COADED STEEL ROD ENCASED IN A 6-INCH BLACK PLASTIC
 MR0536'PIPE.
 MR0536'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MR0536'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0621 ***********************************************************************
 JO0621  DESIGNATION -  31 DOR
 JO0621  PID         -  JO0621
 JO0621  STATE/COUNTY-  UT/IRON
 JO0621  COUNTRY     -  US
 JO0621  USGS QUAD   -  OBSERVATION KNOLL (2017)
 JO0621
 JO0621                         *CURRENT SURVEY CONTROL
 JO0621  ______________________________________________________________________
 JO0621* NAD 83(1986) POSITION- 38 08 20.     (N) 113 38 28.     (W)   SCALED
 JO0621* NAVD 88 ORTHO HEIGHT -  1880.916 (meters)     6170.97  (feet) POSTED
 JO0621  ______________________________________________________________________
 JO0621  GEOID HEIGHT    -        -21.825 (meters)                     GEOID18
 JO0621  DYNAMIC HEIGHT  -       1878.77  (meters)     6163.9   (feet) COMP
 JO0621  MODELED GRAVITY -    979,423.5   (mgal)                       NAVD 88
 JO0621
 JO0621  VERT ORDER      -  * POSTED, SEE BELOW
 JO0621
 JO0621.The horizontal coordinates were scaled from a map and have
 JO0621.an estimated accuracy of +/- 6 seconds.
 JO0621
 JO0621.The orthometric height was determined by differential leveling
 JO0621.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0621
 JO0621.* This is a POSTED BENCH MARK height.
 JO0621
 JO0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0621.GEOID18 height accuracy estimate available here.
 JO0621
 JO0621.Click photographs - Photos may exist for this station.
 JO0621
 JO0621.The dynamic height is computed by dividing the NAVD 88
 JO0621.geopotential number by the normal gravity value computed on the
 JO0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0621.degrees latitude (g = 980.6199 gals.).
 JO0621
 JO0621.The modeled gravity was interpolated from observed gravity values.
 JO0621
 JO0621;                    North         East    Units  Estimated Accuracy
 JO0621;SPC UT S     - 3,165,540.      312,320.      MT  (+/- 180 meters Scaled)
 JO0621
 JO0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH685245(NAD 83)
 JO0621
 JO0621                          SUPERSEDED SURVEY CONTROL
 JO0621
 JO0621.No superseded survey control is available for this station.
 JO0621
 JO0621_MARKER: DB = BENCH MARK DISK
 JO0621_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0621_STAMPING: 31 DOR 1971 6167
 JO0621_MARK LOGO: USGS
 JO0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0621
 JO0621  HISTORY     - Date     Condition        Report By
 JO0621  HISTORY     - 1971     MONUMENTED       USGS
 JO0621
 JO0621                          STATION DESCRIPTION
 JO0621
 JO0621'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 JO0621'31.1 KM (19.30 MI) NW FROM LUND.
 JO0621'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0621'AND PINE VALLEY ROAD, PROCEED 19.3 MILES NORTHWEST ALONG PINE VALLEY
 JO0621'ROAD TO A SCATTERED CLUMP OF CEDAR TREES, 0.8 MILES SOUTH OF A
 JO0621'CATTLEGUARD, 57 FEET EAST OF THE CENTER OF THE ROAD, 30 FEET
 JO0621'NORTHWEST OF AN 18 INCH CEDAR TREE.  A COPPER-CLAD STEEL ROD DRIVEN
 JO0621'TO AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JO0621'THE MARK IS 2.7 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0535 ***********************************************************************
 MR0535  DESIGNATION -  31 FMK
 MR0535  PID         -  MR0535
 MR0535  STATE/COUNTY-  UT/WEBER
 MR0535  COUNTRY     -  US
 MR0535  USGS QUAD   -  OGDEN (2017)
 MR0535
 MR0535                         *CURRENT SURVEY CONTROL
 MR0535  ______________________________________________________________________
 MR0535* NAD 83(1986) POSITION- 41 08 37.     (N) 111 55 55.     (W)   SCALED
 MR0535* NAVD 88 ORTHO HEIGHT -  1373.299 (meters)     4505.57  (feet) ADJUSTED
 MR0535  ______________________________________________________________________
 MR0535  GEOID HEIGHT    -        -16.558 (meters)                     GEOID18
 MR0535  DYNAMIC HEIGHT  -       1372.243 (meters)     4502.10  (feet) COMP
 MR0535  MODELED GRAVITY -    979,807.2   (mgal)                       NAVD 88
 MR0535
 MR0535  VERT ORDER      -  FIRST     CLASS II
 MR0535
 MR0535.The horizontal coordinates were scaled from a map and have
 MR0535.an estimated accuracy of +/- 6 seconds.
 MR0535
 MR0535.The orthometric height was determined by differential leveling and
 MR0535.adjusted by the NATIONAL GEODETIC SURVEY
 MR0535.in June 1991.
 MR0535
 MR0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0535.GEOID18 height accuracy estimate available here.
 MR0535
 MR0535.Click photographs - Photos may exist for this station.
 MR0535
 MR0535.The dynamic height is computed by dividing the NAVD 88
 MR0535.geopotential number by the normal gravity value computed on the
 MR0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0535.degrees latitude (g = 980.6199 gals.).
 MR0535
 MR0535.The modeled gravity was interpolated from observed gravity values.
 MR0535
 MR0535;                    North         East    Units  Estimated Accuracy
 MR0535;SPC UT N     - 1,090,070.      463,740.      MT  (+/- 180 meters Scaled)
 MR0535
 MR0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL217551(NAD 83)
 MR0535
 MR0535                          SUPERSEDED SURVEY CONTROL
 MR0535
 MR0535  NGVD 29 (06/08/92) 1372.288  (m)         4502.25   (f) ADJUSTED    1 2
 MR0535
 MR0535.Superseded values are not recommended for survey control.
 MR0535
 MR0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0535.See file dsdata.pdf to determine how the superseded data were derived.
 MR0535
 MR0535_MARKER: DB = BENCH MARK DISK
 MR0535_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MR0535_STAMPING: 31 FMK 1974
 MR0535_MARK LOGO: USGS
 MR0535_PROJECTION: FLUSH
 MR0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0535_ROD/PIPE-DEPTH: 10.7 meters
 MR0535
 MR0535  HISTORY     - Date     Condition        Report By
 MR0535  HISTORY     - 1974     MONUMENTED       USGS
 MR0535  HISTORY     - 1983     GOOD             NGS
 MR0535
 MR0535                          STATION DESCRIPTION
 MR0535
 MR0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0535'12.4 KM (7.7 MI) SOUTH FROM OGDEN.
 MR0535'12.4 KM (7.7 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0535'STATION IN OGDEN, 163.0 METERS (534.8 FT) EAST OF MILEPOST 985, 31.1
 MR0535'METERS (102.1 FT) WEST OF RAILROAD SIGNAL NUMBER 9050-2, 12.3 METERS
 MR0535'(40.4 FT) NORTH OF THE CENTER OF A PAVED ROAD, 14.1 METERS (46.3 FT)
 MR0535'EAST OF A UTILITY POLE, AND 11.5 METERS (37.7 FT) SOUTH OF THE NEAR
 MR0535'RAIL.  NOTE=THE DISK IS CRIMPED TO THE TOP OF A COPPER-COATED STEEL
 MR0535'ROD ENCASED IN A 6-INCH BLACK PLASTIC PIPE.
 MR0535'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MR0535'THE MARK IS 1.0 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0023 ***********************************************************************
 JO0023  DESIGNATION -  32
 JO0023  PID         -  JO0023
 JO0023  STATE/COUNTY-  UT/SEVIER
 JO0023  COUNTRY     -  US
 JO0023  USGS QUAD   -  MARYSVALE CANYON (2017)
 JO0023
 JO0023                         *CURRENT SURVEY CONTROL
 JO0023  ______________________________________________________________________
 JO0023* NAD 83(1986) POSITION- 38 34 47.     (N) 112 19 33.     (W)   SCALED
 JO0023* NAVD 88 ORTHO HEIGHT -  1772.167 (meters)     5814.18  (feet) ADJUSTED
 JO0023  ______________________________________________________________________
 JO0023  GEOID HEIGHT    -        -19.140 (meters)                     GEOID18
 JO0023  DYNAMIC HEIGHT  -       1770.189 (meters)     5807.70  (feet) COMP
 JO0023  MODELED GRAVITY -    979,450.3   (mgal)                       NAVD 88
 JO0023
 JO0023  VERT ORDER      -  FIRST     CLASS II
 JO0023
 JO0023.The horizontal coordinates were scaled from a map and have
 JO0023.an estimated accuracy of +/- 6 seconds.
 JO0023
 JO0023.The orthometric height was determined by differential leveling and
 JO0023.adjusted by the NATIONAL GEODETIC SURVEY
 JO0023.in June 1991.
 JO0023
 JO0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0023.GEOID18 height accuracy estimate available here.
 JO0023
 JO0023.Click photographs - Photos may exist for this station.
 JO0023
 JO0023.The dynamic height is computed by dividing the NAVD 88
 JO0023.geopotential number by the normal gravity value computed on the
 JO0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0023.degrees latitude (g = 980.6199 gals.).
 JO0023
 JO0023.The modeled gravity was interpolated from observed gravity values.
 JO0023
 JO0023;                    North         East    Units  Estimated Accuracy
 JO0023;SPC UT C     - 2,027,690.      428,030.      MT  (+/- 180 meters Scaled)
 JO0023
 JO0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH845709(NAD 83)
 JO0023
 JO0023                          SUPERSEDED SURVEY CONTROL
 JO0023
 JO0023  NGVD 29 (??/??/92) 1770.90   (m)         5810.0    (f) COMPUTED    1 2
 JO0023
 JO0023.Superseded values are not recommended for survey control.
 JO0023
 JO0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0023.See file dsdata.pdf to determine how the superseded data were derived.
 JO0023
 JO0023_MARKER: DD = SURVEY DISK
 JO0023_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0023_SP_SET: CULVERT HEADWALL
 JO0023_STAMPING: 32 1951
 JO0023_MARK LOGO: BPR
 JO0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0023+STABILITY: SURFACE MOTION
 JO0023
 JO0023  HISTORY     - Date     Condition        Report By
 JO0023  HISTORY     - 1951     MONUMENTED       BPR
 JO0023  HISTORY     - 20101209 MARK NOT FOUND   GEOCAC
 JO0023
 JO0023                          STATION DESCRIPTION
 JO0023
 JO0023'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1951
 JO0023'4.7 MI W FROM SEVIER.
 JO0023'4.7 MILES WEST ALONG STATE HIGHWAY 13 FROM SEVIER, SEVIER COUNTY, AT A
 JO0023'CORRUGATED-METAL PIPE CULVERT, IN THE TOP OF THE NORTH CONCRETE
 JO0023'HEADWALL, AND 17 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 JO0023
 JO0023                          STATION RECOVERY (2010)
 JO0023
 JO0023'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 JO0023'BOTH CULVERTS AT THIS APPROXIMATE LOCATION ARE NEW AND DO NOT HAVE
 JO0023'HEADWALLS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0620 ***********************************************************************
 JO0620  DESIGNATION -  32 DOR
 JO0620  PID         -  JO0620
 JO0620  STATE/COUNTY-  UT/IRON
 JO0620  COUNTRY     -  US
 JO0620  USGS QUAD   -  OBSERVATION KNOLL (2017)
 JO0620
 JO0620                         *CURRENT SURVEY CONTROL
 JO0620  ______________________________________________________________________
 JO0620* NAD 83(1986) POSITION- 38 07 45.     (N) 113 38 28.     (W)   SCALED
 JO0620* NAVD 88 ORTHO HEIGHT -  1862.299 (meters)     6109.89  (feet) POSTED
 JO0620  ______________________________________________________________________
 JO0620  GEOID HEIGHT    -        -21.857 (meters)                     GEOID18
 JO0620  DYNAMIC HEIGHT  -       1860.18  (meters)     6102.9   (feet) COMP
 JO0620  MODELED GRAVITY -    979,424.3   (mgal)                       NAVD 88
 JO0620
 JO0620  VERT ORDER      -  * POSTED, SEE BELOW
 JO0620
 JO0620.The horizontal coordinates were scaled from a map and have
 JO0620.an estimated accuracy of +/- 6 seconds.
 JO0620
 JO0620.The orthometric height was determined by differential leveling
 JO0620.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0620
 JO0620.* This is a POSTED BENCH MARK height.
 JO0620
 JO0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0620.GEOID18 height accuracy estimate available here.
 JO0620
 JO0620.Click photographs - Photos may exist for this station.
 JO0620
 JO0620.The dynamic height is computed by dividing the NAVD 88
 JO0620.geopotential number by the normal gravity value computed on the
 JO0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0620.degrees latitude (g = 980.6199 gals.).
 JO0620
 JO0620.The modeled gravity was interpolated from observed gravity values.
 JO0620
 JO0620;                    North         East    Units  Estimated Accuracy
 JO0620;SPC UT S     - 3,164,470.      312,290.      MT  (+/- 180 meters Scaled)
 JO0620
 JO0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH685234(NAD 83)
 JO0620
 JO0620                          SUPERSEDED SURVEY CONTROL
 JO0620
 JO0620.No superseded survey control is available for this station.
 JO0620
 JO0620_MARKER: DB = BENCH MARK DISK
 JO0620_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0620_STAMPING: 32 DOR 1971 6106
 JO0620_MARK LOGO: USGS
 JO0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0620
 JO0620  HISTORY     - Date     Condition        Report By
 JO0620  HISTORY     - 1971     MONUMENTED       USGS
 JO0620
 JO0620                          STATION DESCRIPTION
 JO0620
 JO0620'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 JO0620'29.9 KM (18.60 MI) NW FROM LUND.
 JO0620'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0620'AND PINE VALLEY ROAD, PROCEED 18.6 MILES NORTHWEST ALONG PINE VALLEY
 JO0620'ROAD TO A BORROW PIT, SOUTH OF A SWALE, 42 FEET EAST OF THE CENTER OF
 JO0620'THE ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED
 JO0620'IN A PIPE PROJECTING 3 INCHES.
 JO0620'THE MARK IS 2 FT  W FROM  A WITNESS POST
 JO0620'THE MARK IS 5 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0534 ***********************************************************************
 MR0534  DESIGNATION -  32 FMK
 MR0534  PID         -  MR0534
 MR0534  STATE/COUNTY-  UT/WEBER
 MR0534  COUNTRY     -  US
 MR0534  USGS QUAD   -  OGDEN (2017)
 MR0534
 MR0534                         *CURRENT SURVEY CONTROL
 MR0534  ______________________________________________________________________
 MR0534* NAD 83(1986) POSITION- 41 08 39.     (N) 111 56 07.     (W)   SCALED
 MR0534* NAVD 88 ORTHO HEIGHT -  1372.781 (meters)     4503.87  (feet) ADJUSTED
 MR0534  ______________________________________________________________________
 MR0534  GEOID HEIGHT    -        -16.572 (meters)                     GEOID18
 MR0534  DYNAMIC HEIGHT  -       1371.721 (meters)     4500.39  (feet) COMP
 MR0534  MODELED GRAVITY -    979,804.7   (mgal)                       NAVD 88
 MR0534
 MR0534  VERT ORDER      -  FIRST     CLASS II
 MR0534
 MR0534.The horizontal coordinates were scaled from a map and have
 MR0534.an estimated accuracy of +/- 6 seconds.
 MR0534
 MR0534.The orthometric height was determined by differential leveling and
 MR0534.adjusted by the NATIONAL GEODETIC SURVEY
 MR0534.in June 1991.
 MR0534
 MR0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0534.GEOID18 height accuracy estimate available here.
 MR0534
 MR0534.Click photographs - Photos may exist for this station.
 MR0534
 MR0534.The dynamic height is computed by dividing the NAVD 88
 MR0534.geopotential number by the normal gravity value computed on the
 MR0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0534.degrees latitude (g = 980.6199 gals.).
 MR0534
 MR0534.The modeled gravity was interpolated from observed gravity values.
 MR0534
 MR0534;                    North         East    Units  Estimated Accuracy
 MR0534;SPC UT N     - 1,090,130.      463,460.      MT  (+/- 180 meters Scaled)
 MR0534
 MR0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL215551(NAD 83)
 MR0534
 MR0534                          SUPERSEDED SURVEY CONTROL
 MR0534
 MR0534  NGVD 29 (06/08/92) 1371.766  (m)         4500.54   (f) ADJUSTED    1 2
 MR0534
 MR0534.Superseded values are not recommended for survey control.
 MR0534
 MR0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0534.See file dsdata.pdf to determine how the superseded data were derived.
 MR0534
 MR0534_MARKER: DB = BENCH MARK DISK
 MR0534_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MR0534_STAMPING: 32 FMK 1974
 MR0534_MARK LOGO: USGS
 MR0534_PROJECTION: FLUSH
 MR0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0534_ROD/PIPE-DEPTH: 3.1 meters
 MR0534
 MR0534  HISTORY     - Date     Condition        Report By
 MR0534  HISTORY     - 1974     MONUMENTED       USGS
 MR0534  HISTORY     - 1983     GOOD             NGS
 MR0534  HISTORY     - 20050708 MARK NOT FOUND   GEOCAC
 MR0534
 MR0534                          STATION DESCRIPTION
 MR0534
 MR0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0534'12.2 KM (7.6 MI) SOUTH FROM OGDEN.
 MR0534'12.2 KM (7.6 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0534'STATION IN OGDEN, 36.9 METERS (121.1 FT) NORTH OF THE CENTER OF 6600
 MR0534'SOUTH STREET, 5.2 METERS (17.1 FT) WEST OF THE CENTER OF 1725 EAST
 MR0534'STREET, 5.0 METERS (16.4 FT) NORTH OF THE NEAR RAIL, AND 1.2 METERS
 MR0534'(3.9 FT) SOUTHWEST OF A RAILROAD CROSSING SIGN.
 MR0534'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MR0534'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 MR0534
 MR0534                          STATION RECOVERY (2005)
 MR0534
 MR0534'RECOVERY NOTE BY GEOCACHING 2005 (SE)
 MR0534'IF IT IS STILL THERE IT IS PROBABLY EITHER BURIED OR PAVED OVER. I
 MR0534'COULD NOT FIND A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0619 ***********************************************************************
 JO0619  DESIGNATION -  33 DOR
 JO0619  PID         -  JO0619
 JO0619  STATE/COUNTY-  UT/IRON
 JO0619  COUNTRY     -  US
 JO0619  USGS QUAD   -  BIBLE SPRING (2017)
 JO0619
 JO0619                         *CURRENT SURVEY CONTROL
 JO0619  ______________________________________________________________________
 JO0619* NAD 83(1986) POSITION- 38 06 54.     (N) 113 38 27.     (W)   SCALED
 JO0619* NAVD 88 ORTHO HEIGHT -  1841.244 (meters)     6040.81  (feet) POSTED
 JO0619  ______________________________________________________________________
 JO0619  GEOID HEIGHT    -        -21.902 (meters)                     GEOID18
 JO0619  DYNAMIC HEIGHT  -       1839.14  (meters)     6033.9   (feet) COMP
 JO0619  MODELED GRAVITY -    979,420.9   (mgal)                       NAVD 88
 JO0619
 JO0619  VERT ORDER      -  * POSTED, SEE BELOW
 JO0619
 JO0619.The horizontal coordinates were scaled from a map and have
 JO0619.an estimated accuracy of +/- 6 seconds.
 JO0619
 JO0619.The orthometric height was determined by differential leveling
 JO0619.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0619
 JO0619.* This is a POSTED BENCH MARK height.
 JO0619
 JO0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0619.GEOID18 height accuracy estimate available here.
 JO0619
 JO0619.Click photographs - Photos may exist for this station.
 JO0619
 JO0619.The dynamic height is computed by dividing the NAVD 88
 JO0619.geopotential number by the normal gravity value computed on the
 JO0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0619.degrees latitude (g = 980.6199 gals.).
 JO0619
 JO0619.The modeled gravity was interpolated from observed gravity values.
 JO0619
 JO0619;                    North         East    Units  Estimated Accuracy
 JO0619;SPC UT S     - 3,162,890.      312,280.      MT  (+/- 180 meters Scaled)
 JO0619
 JO0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH684218(NAD 83)
 JO0619
 JO0619                          SUPERSEDED SURVEY CONTROL
 JO0619
 JO0619.No superseded survey control is available for this station.
 JO0619
 JO0619_MARKER: DB = BENCH MARK DISK
 JO0619_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0619_STAMPING: 33 DOR 1971
 JO0619_MARK LOGO: USGS
 JO0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0619
 JO0619  HISTORY     - Date     Condition        Report By
 JO0619  HISTORY     - 1971     MONUMENTED       USGS
 JO0619
 JO0619                          STATION DESCRIPTION
 JO0619
 JO0619'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 JO0619'28.3 KM (17.60 MI) NW FROM LUND.
 JO0619'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0619'AND PINE VALLEY ROAD, PROCEED 17.6 MILES NORTHWEST ALONG PINE VALLEY
 JO0619'ROAD, 150 FEET NORTH OF THE MOUTH OF A DRAIN, 60 FEET EAST OF THE
 JO0619'CENTER OF THE ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN
 JO0619'DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JO0619'THE MARK IS 2 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0579 ***********************************************************************
 LN0579  DESIGNATION -  33 HJH
 LN0579  PID         -  LN0579
 LN0579  STATE/COUNTY-  UT/DAGGETT
 LN0579  COUNTRY     -  US
 LN0579  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 LN0579
 LN0579                         *CURRENT SURVEY CONTROL
 LN0579  ______________________________________________________________________
 LN0579* NAD 83(1994) POSITION- 40 58 18.11194(N) 109 07 22.80480(W)   ADJUSTED
 LN0579* NAVD 88 ORTHO HEIGHT -  2229.2   (meters)     7314.    (feet) VERTCON3
 LN0579  ______________________________________________________________________
 LN0579  GEOID HEIGHT    -        -14.053 (meters)                     GEOID18
 LN0579  LAPLACE CORR    -          6.74  (seconds)                    DEFLEC18
 LN0579  HORZ ORDER      -  THIRD
 LN0579  VERT ORDER      -  THIRD ? (See Below)
 LN0579
 LN0579.The horizontal coordinates were established by classical geodetic methods
 LN0579.and adjusted by the National Geodetic Survey in November 1997.
 LN0579
 LN0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0579
 LN0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0579.GEOID18 height accuracy estimate available here.
 LN0579
 LN0579.The vertical order pertains to the NGVD 29 superseded value.
 LN0579
 LN0579.Click photographs - Photos may exist for this station.
 LN0579
 LN0579.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0579
 LN0579. The following values were computed from the NAD 83(1994) position.
 LN0579
 LN0579;                    North         East     Units Scale Factor Converg.
 LN0579;SPC UT N     - 1,073,625.920   700,043.521   MT  0.99996864   +1 34 02.2
 LN0579;SPC UT N     - 3,522,387.71  2,296,726.12   sFT  0.99996864   +1 34 02.2
 LN0579;UTM  12      - 4,537,311.760   657,929.984   MT  0.99990699   +1 13 51.5
 LN0579
 LN0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0579!SPC UT N     -   0.99965265  x   0.99996864  =   0.99962130
 LN0579!UTM  12      -   0.99965265  x   0.99990699  =   0.99955967
 LN0579
 LN0579:                Primary Azimuth Mark                     Grid Az
 LN0579:SPC UT N     -  BEAVER                                   153 29 01.5
 LN0579:UTM  12      -  BEAVER                                   153 49 12.2
 LN0579
 LN0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL5792937311(NAD 83)
 LN0579
 LN0579|---------------------------------------------------------------------|
 LN0579| PID    Reference Object                     Distance      Geod. Az  |
 LN0579|                                                           dddmmss.s |
 LN0579| LN0578 BEAVER                              APPROX. 2.6 KM 1550303.7 |
 LN0579|---------------------------------------------------------------------|
 LN0579
 LN0579                          SUPERSEDED SURVEY CONTROL
 LN0579
 LN0579  NAD 83(1993)-  40 58 18.11278(N)    109 07 22.80444(W) AD(       ) 3
 LN0579  NAD 83(1992)-  40 58 18.09509(N)    109 07 22.79159(W) AD(       ) 3
 LN0579  NAD 83(1986)-  40 58 18.09436(N)    109 07 22.79539(W) AD(       ) 3
 LN0579  NAD 27      -  40 58 18.23996(N)    109 07 20.34331(W) AD(       ) 3
 LN0579
 LN0579.Superseded values are not recommended for survey control.
 LN0579
 LN0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0579.See file dsdata.pdf to determine how the superseded data were derived.
 LN0579
 LN0579_MARKER: DD = SURVEY DISK
 LN0579_SETTING: 80 = SET IN A BOULDER
 LN0579_STAMPING: 33 HJH 1950 7309
 LN0579_MARK LOGO: USGS
 LN0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0579+STABILITY: SURFACE MOTION
 LN0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0579+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2004
 LN0579
 LN0579  HISTORY     - Date     Condition        Report By
 LN0579  HISTORY     - 1950     MONUMENTED       USGS
 LN0579  HISTORY     - 20040724 GOOD             INDIV
 LN0579
 LN0579                          STATION DESCRIPTION
 LN0579
 LN0579'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (HJH)
 LN0579'CLAY BASIN OFFICE 4.2 MI.SE. THEN 2.6 MI.E.FROM,0.15 MI. W. OF SADDLE,
 LN0579'30 FT. SE. OF HIGHEST POINT OF KNOLL, IN BOULDER, STANDARD TABLET
 LN0579'STAMPED ---33 HJH 1950 7309---.
 LN0579'
 LN0579'STATION MARK - STANDARD TABLET STAMPED ---33 HJH 1950 7309--- SET IN
 LN0579'A LARGE BOULDER.
 LN0579
 LN0579                          STATION RECOVERY (2004)
 LN0579
 LN0579'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HDM)
 LN0579'MARK IS ABOUT 25 FEET SOUTH OF FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0460 ***********************************************************************
 KO0460  DESIGNATION -  33 VS
 KO0460  PID         -  KO0460
 KO0460  STATE/COUNTY-  UT/MILLARD
 KO0460  COUNTRY     -  US
 KO0460  USGS QUAD   -  CHALK KNOLLS (2017)
 KO0460
 KO0460                         *CURRENT SURVEY CONTROL
 KO0460  ______________________________________________________________________
 KO0460* NAD 83(1994) POSITION- 39 21 04.26899(N) 113 30 55.75008(W)   ADJUSTED
 KO0460* NAVD 88 ORTHO HEIGHT -  1349.0   (meters)     4426.    (feet) VERTCON3
 KO0460  ______________________________________________________________________
 KO0460  GEOID HEIGHT    -        -20.009 (meters)                     GEOID18
 KO0460  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 KO0460  HORZ ORDER      -  THIRD
 KO0460  VERT ORDER      -  THIRD ? (See Below)
 KO0460
 KO0460.The horizontal coordinates were established by classical geodetic methods
 KO0460.and adjusted by the National Geodetic Survey in November 1997.
 KO0460
 KO0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0460
 KO0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0460.GEOID18 height accuracy estimate available here.
 KO0460
 KO0460.The vertical order pertains to the NGVD 29 superseded value.
 KO0460
 KO0460.Click photographs - Photos may exist for this station.
 KO0460
 KO0460.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0460
 KO0460. The following values were computed from the NAD 83(1994) position.
 KO0460
 KO0460;                    North         East     Units Scale Factor Converg.
 KO0460;SPC UT C     - 2,114,958.310   326,298.173   MT  0.99993424   -1 17 27.9
 KO0460;SPC UT C     - 6,938,825.72  1,070,529.92   sFT  0.99993424   -1 17 27.9
 KO0460;UTM  12      - 4,358,767.290   283,246.711   MT  1.00017850   -1 35 44.2
 KO0460
 KO0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0460!SPC UT C     -   0.99979154  x   0.99993424  =   0.99972579
 KO0460!UTM  12      -   0.99979154  x   1.00017850  =   0.99997000
 KO0460
 KO0460:                Primary Azimuth Mark                     Grid Az
 KO0460:SPC UT C     -  SHORE                                    003 24 39.6
 KO0460:UTM  12      -  SHORE                                    003 42 55.9
 KO0460
 KO0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ8324658767(NAD 83)
 KO0460
 KO0460|---------------------------------------------------------------------|
 KO0460| PID    Reference Object                     Distance      Geod. Az  |
 KO0460|                                                           dddmmss.s |
 KO0460| KO0459 SHORE                               APPROX.13.9 KM 0020711.7 |
 KO0460|---------------------------------------------------------------------|
 KO0460
 KO0460                          SUPERSEDED SURVEY CONTROL
 KO0460
 KO0460  NAD 83(1986)-  39 21 04.26386(N)    113 30 55.74752(W) AD(       ) 3
 KO0460  NAD 27      -  39 21 04.45097(N)    113 30 52.82353(W) AD(       ) 3
 KO0460
 KO0460.Superseded values are not recommended for survey control.
 KO0460
 KO0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0460.See file dsdata.pdf to determine how the superseded data were derived.
 KO0460
 KO0460_MARKER: DB = BENCH MARK DISK
 KO0460_SETTING: 80 = SET IN A BOULDER
 KO0460_STAMPING: 33 VS 1936
 KO0460_MARK LOGO: USGS
 KO0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0460+STABILITY: SURFACE MOTION
 KO0460
 KO0460  HISTORY     - Date     Condition        Report By
 KO0460  HISTORY     - 1958     MONUMENTED       USGS
 KO0460
 KO0460                          STATION DESCRIPTION
 KO0460
 KO0460'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (VSS)
 KO0460'LOCATED ABOUT 50 MI. (AIRLINE) W. OF DELTA, 24 MI. NW. OF SKULL ROCK
 KO0460'PASS ON U.S. HIGHWAYS 6 AND 50, 19 MI. SW. OF SAND PASS, IN RD. FORK
 KO0460'BETWEEN RDS., 10 FT. E. OF ONE RD. AND 50 FT. W. OF OTHER RD., 30 FT.
 KO0460'E. OF BORDER OF TULES.
 KO0460'
 KO0460'TO REACH FROM DELTA, DRIVE W. ON U.S. HIGHWAYS 6 AND 50 FOR 11.5 MI.
 KO0460'TO RD. INTERSECTION, TURN RIGHT (N.) AND FOLLOW MAIN RD. FOR 8.6 MI.
 KO0460'TO RD. FORK, TAKE LEFT FORK AS PER SIGN ---DEATH CANYON--- FOR 15.6
 KO0460'MI. TO T-RD. N.  FOLLOW RD. N. FOR 0.15 MI. TO STATION.
 KO0460'
 KO0460'STATION MARK--STANDARD USGS BM TABLET, STAMPED ---33 VS 1936---, SET
 KO0460'IN TOP OF BOULDER.
 KO0460'
 KO0460'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0381 ***********************************************************************
 MR0381  DESIGNATION -  34 A
 MR0381  PID         -  MR0381
 MR0381  STATE/COUNTY-  UT/WEBER
 MR0381  COUNTRY     -  US
 MR0381  USGS QUAD   -  OGDEN (2017)
 MR0381
 MR0381                         *CURRENT SURVEY CONTROL
 MR0381  ______________________________________________________________________
 MR0381* NAD 83(1986) POSITION- 41 08 31.     (N) 111 55 15.     (W)   SCALED
 MR0381* NAVD 88 ORTHO HEIGHT -  1383.504 (meters)     4539.05  (feet) ADJUSTED
 MR0381  ______________________________________________________________________
 MR0381  GEOID HEIGHT    -        -16.510 (meters)                     GEOID18
 MR0381  DYNAMIC HEIGHT  -       1382.453 (meters)     4535.60  (feet) COMP
 MR0381  MODELED GRAVITY -    979,816.3   (mgal)                       NAVD 88
 MR0381
 MR0381  VERT ORDER      -  FIRST     CLASS II
 MR0381
 MR0381.The horizontal coordinates were scaled from a map and have
 MR0381.an estimated accuracy of +/- 6 seconds.
 MR0381
 MR0381.The orthometric height was determined by differential leveling and
 MR0381.adjusted by the NATIONAL GEODETIC SURVEY
 MR0381.in June 1991.
 MR0381
 MR0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0381.GEOID18 height accuracy estimate available here.
 MR0381
 MR0381.Click photographs - Photos may exist for this station.
 MR0381
 MR0381.The dynamic height is computed by dividing the NAVD 88
 MR0381.geopotential number by the normal gravity value computed on the
 MR0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0381.degrees latitude (g = 980.6199 gals.).
 MR0381
 MR0381.The modeled gravity was interpolated from observed gravity values.
 MR0381
 MR0381;                    North         East    Units  Estimated Accuracy
 MR0381;SPC UT N     - 1,089,880.      464,670.      MT  (+/- 180 meters Scaled)
 MR0381
 MR0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL227549(NAD 83)
 MR0381
 MR0381                          SUPERSEDED SURVEY CONTROL
 MR0381
 MR0381  NGVD 29 (??/??/92) 1382.447  (m)         4535.58   (f) SUPERSEDED  1 2
 MR0381  NGVD 29 (06/08/92) 1382.507  (m)         4535.77   (f) ADJUSTED    1 2
 MR0381
 MR0381.Superseded values are not recommended for survey control.
 MR0381
 MR0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0381.See file dsdata.pdf to determine how the superseded data were derived.
 MR0381
 MR0381_MARKER: P = PIPE CAP
 MR0381_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MR0381_STAMPING: 34 A 1925
 MR0381_MARK LOGO: USGS
 MR0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0381
 MR0381  HISTORY     - Date     Condition        Report By
 MR0381  HISTORY     - 1925     MONUMENTED       USGS
 MR0381  HISTORY     - 1958     GOOD             CGS
 MR0381  HISTORY     - 1983     GOOD             NGS
 MR0381
 MR0381                          STATION DESCRIPTION
 MR0381
 MR0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0381'8.4 MI SE FROM OGDEN.
 MR0381'ABOUT 8.4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0381'STATION AT OGDEN, 12 TELEPHONE POLES WEST OF MILE POST 984, 0.25 MILE
 MR0381'WEST OF THE UNDERPASS, 71 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD
 MR0381'CROSSING, 58 FEET EAST OF THE CENTER LINE OF AN ASPHALT ROAD, 42 FEET
 MR0381'NORTH OF THE CENTER LINE OF AN ASPHALT ROAD, 12 1/2 FEET SOUTHWEST OF
 MR0381'A TELEPHONE POLE, 12 1/2 FEET NORTH OF A FENCE, 1 1/2 FEET NORTH OF A
 MR0381'METAL WITNESS POST, ABOUT 7 FEET BELOW THE TRACK, AND ON THE TOP OF AN
 MR0381'IRON PIPE PROJECTING 8 INCHES.
 MR0381
 MR0381                          STATION RECOVERY (1983)
 MR0381
 MR0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0381'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0618 ***********************************************************************
 JO0618  DESIGNATION -  34 DOR
 JO0618  PID         -  JO0618
 JO0618  STATE/COUNTY-  UT/IRON
 JO0618  COUNTRY     -  US
 JO0618  USGS QUAD   -  BIBLE SPRING (2017)
 JO0618
 JO0618                         *CURRENT SURVEY CONTROL
 JO0618  ______________________________________________________________________
 JO0618* NAD 83(1986) POSITION- 38 06 05.     (N) 113 38 41.     (W)   SCALED
 JO0618* NAVD 88 ORTHO HEIGHT -  1826.215 (meters)     5991.51  (feet) POSTED
 JO0618  ______________________________________________________________________
 JO0618  GEOID HEIGHT    -        -21.944 (meters)                     GEOID18
 JO0618  DYNAMIC HEIGHT  -       1824.14  (meters)     5984.7   (feet) COMP
 JO0618  MODELED GRAVITY -    979,427.4   (mgal)                       NAVD 88
 JO0618
 JO0618  VERT ORDER      -  * POSTED, SEE BELOW
 JO0618
 JO0618.The horizontal coordinates were scaled from a map and have
 JO0618.an estimated accuracy of +/- 6 seconds.
 JO0618
 JO0618.The orthometric height was determined by differential leveling
 JO0618.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0618
 JO0618.* This is a POSTED BENCH MARK height.
 JO0618
 JO0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0618.GEOID18 height accuracy estimate available here.
 JO0618
 JO0618.Click photographs - Photos may exist for this station.
 JO0618
 JO0618.The dynamic height is computed by dividing the NAVD 88
 JO0618.geopotential number by the normal gravity value computed on the
 JO0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0618.degrees latitude (g = 980.6199 gals.).
 JO0618
 JO0618.The modeled gravity was interpolated from observed gravity values.
 JO0618
 JO0618;                    North         East    Units  Estimated Accuracy
 JO0618;SPC UT S     - 3,161,390.      311,910.      MT  (+/- 180 meters Scaled)
 JO0618
 JO0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH681203(NAD 83)
 JO0618
 JO0618                          SUPERSEDED SURVEY CONTROL
 JO0618
 JO0618.No superseded survey control is available for this station.
 JO0618
 JO0618_MARKER: DB = BENCH MARK DISK
 JO0618_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0618_STAMPING: 34 DOR 1971
 JO0618_MARK LOGO: USGS
 JO0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0618
 JO0618  HISTORY     - Date     Condition        Report By
 JO0618  HISTORY     - 1971     MONUMENTED       USGS
 JO0618
 JO0618                          STATION DESCRIPTION
 JO0618
 JO0618'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 JO0618'26.6 KM (16.50 MI) NW FROM LUND.
 JO0618'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0618'AND PINE VALLEY ROAD, PROCEED 16.5 MILES NORTHWEST ALONG PINE VALLEY
 JO0618'ROAD TO A T-ROAD WEST, 60 FEET EAST OF A LONE PINE SPRING SIGN, 45
 JO0618'FEET EAST OF THE CENTER OF PINE VALLEY ROAD.  A COPPER-CLAD STEEL ROD
 JO0618'DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JO0618'THE MARK IS 2 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0149 ***********************************************************************
 KN0149  DESIGNATION -  35 A RS
 KN0149  PID         -  KN0149
 KN0149  STATE/COUNTY-  UT/UTAH
 KN0149  COUNTRY     -  US
 KN0149  USGS QUAD   -  TUCKER (2017)
 KN0149
 KN0149                         *CURRENT SURVEY CONTROL
 KN0149  ______________________________________________________________________
 KN0149* NAD 83(1986) POSITION- 39 56 20.     (N) 111 11 48.     (W)   SCALED
 KN0149* NAVD 88 ORTHO HEIGHT -  1932.42  (+/-2cm)     6339.9   (feet) VERTCON3
 KN0149  ______________________________________________________________________
 KN0149  GEOID HEIGHT    -        -16.011 (meters)                     GEOID18
 KN0149  VERT ORDER      -  THIRD (See Below)
 KN0149
 KN0149.The horizontal coordinates were scaled from a map and have
 KN0149.an estimated accuracy of +/- 6 seconds.
 KN0149
 KN0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0149
 KN0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0149.GEOID18 height accuracy estimate available here.
 KN0149
 KN0149.The vertical order pertains to the NGVD 29 superseded value.
 KN0149
 KN0149.Click photographs - Photos may exist for this station.
 KN0149
 KN0149;                    North         East    Units  Estimated Accuracy
 KN0149;SPC UT C     - 2,178,290.      525,920.      MT  (+/- 180 meters Scaled)
 KN0149
 KN0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK831209(NAD 83)
 KN0149
 KN0149                          SUPERSEDED SURVEY CONTROL
 KN0149
 KN0149  NGVD 29 (??/??/??) 1931.20   (m)         6335.9    (f) RESET       3  
 KN0149
 KN0149.Superseded values are not recommended for survey control.
 KN0149
 KN0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0149.See file dsdata.pdf to determine how the superseded data were derived.
 KN0149
 KN0149_MARKER: DD = SURVEY DISK
 KN0149_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KN0149+WITH SETTING: PAVEMENT
 KN0149_SP_SET: SIGNAL BASE
 KN0149_STAMPING: 35 A RS 1938
 KN0149_MARK LOGO: USGS
 KN0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0149+STABILITY: SURFACE MOTION
 KN0149
 KN0149  HISTORY     - Date     Condition        Report By
 KN0149  HISTORY     - 1938     MONUMENTED       USGS
 KN0149
 KN0149                          STATION DESCRIPTION
 KN0149
 KN0149'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 KN0149'2.0 MI NW FROM GILLULY.
 KN0149'2.0 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0149'FROM GILLULY, UTAH COUNTY, 5 RAILS NORTHWEST OF MILEPOST 663, AT BLOCK
 KN0149'SIGNAL 6631, AND IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE
 KN0149'BASE.  A STANDARD DISK, STAMPED 35 A RS 1938.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0617 ***********************************************************************
 JO0617  DESIGNATION -  35 DOR
 JO0617  PID         -  JO0617
 JO0617  STATE/COUNTY-  UT/IRON
 JO0617  COUNTRY     -  US
 JO0617  USGS QUAD   -  BIBLE SPRING (2017)
 JO0617
 JO0617                         *CURRENT SURVEY CONTROL
 JO0617  ______________________________________________________________________
 JO0617* NAD 83(1986) POSITION- 38 05 09.     (N) 113 38 29.     (W)   SCALED
 JO0617* NAVD 88 ORTHO HEIGHT -  1806.275 (meters)     5926.09  (feet) POSTED
 JO0617  ______________________________________________________________________
 JO0617  GEOID HEIGHT    -        -21.984 (meters)                     GEOID18
 JO0617  DYNAMIC HEIGHT  -       1804.23  (meters)     5919.4   (feet) COMP
 JO0617  MODELED GRAVITY -    979,431.3   (mgal)                       NAVD 88
 JO0617
 JO0617  VERT ORDER      -  * POSTED, SEE BELOW
 JO0617
 JO0617.The horizontal coordinates were scaled from a map and have
 JO0617.an estimated accuracy of +/- 6 seconds.
 JO0617
 JO0617.The orthometric height was determined by differential leveling
 JO0617.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0617
 JO0617.* This is a POSTED BENCH MARK height.
 JO0617
 JO0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0617.GEOID18 height accuracy estimate available here.
 JO0617
 JO0617.Click photographs - Photos may exist for this station.
 JO0617
 JO0617.The dynamic height is computed by dividing the NAVD 88
 JO0617.geopotential number by the normal gravity value computed on the
 JO0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0617.degrees latitude (g = 980.6199 gals.).
 JO0617
 JO0617.The modeled gravity was interpolated from observed gravity values.
 JO0617
 JO0617;                    North         East    Units  Estimated Accuracy
 JO0617;SPC UT S     - 3,159,660.      312,160.      MT  (+/- 180 meters Scaled)
 JO0617
 JO0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH683186(NAD 83)
 JO0617
 JO0617                          SUPERSEDED SURVEY CONTROL
 JO0617
 JO0617.No superseded survey control is available for this station.
 JO0617
 JO0617_MARKER: DB = BENCH MARK DISK
 JO0617_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0617_STAMPING: 35 DOR 1971
 JO0617_MARK LOGO: USGS
 JO0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0617
 JO0617  HISTORY     - Date     Condition        Report By
 JO0617  HISTORY     - 1971     MONUMENTED       USGS
 JO0617
 JO0617                          STATION DESCRIPTION
 JO0617
 JO0617'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 JO0617'24.6 KM (15.30 MI) NW FROM LUND.
 JO0617'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0617'AND PINE VALLEY ROAD, PROCEED 15.3 MILES NORTHWEST ALONG PINE VALLEY
 JO0617'ROAD, 38 FEET EAST-SOUTHEAST OF THE CENTER OF THE ROAD.  A
 JO0617'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 JO0617'PROJECTING 3 INCHES.
 JO0617'THE MARK IS 1.8 FT  NW FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0533 ***********************************************************************
 MR0533  DESIGNATION -  35 FMK
 MR0533  PID         -  MR0533
 MR0533  STATE/COUNTY-  UT/WEBER
 MR0533  COUNTRY     -  US
 MR0533  USGS QUAD   -  OGDEN (2017)
 MR0533
 MR0533                         *CURRENT SURVEY CONTROL
 MR0533  ______________________________________________________________________
 MR0533* NAD 83(1986) POSITION- 41 08 49.     (N) 111 57 03.     (W)   SCALED
 MR0533* NAVD 88 ORTHO HEIGHT -  1369.206 (meters)     4492.14  (feet) ADJUSTED
 MR0533  ______________________________________________________________________
 MR0533  GEOID HEIGHT    -        -16.639 (meters)                     GEOID18
 MR0533  DYNAMIC HEIGHT  -       1368.138 (meters)     4488.63  (feet) COMP
 MR0533  MODELED GRAVITY -    979,797.1   (mgal)                       NAVD 88
 MR0533
 MR0533  VERT ORDER      -  FIRST     CLASS II
 MR0533
 MR0533.The horizontal coordinates were scaled from a map and have
 MR0533.an estimated accuracy of +/- 6 seconds.
 MR0533
 MR0533.The orthometric height was determined by differential leveling and
 MR0533.adjusted by the NATIONAL GEODETIC SURVEY
 MR0533.in June 1991.
 MR0533
 MR0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0533.GEOID18 height accuracy estimate available here.
 MR0533
 MR0533.Click photographs - Photos may exist for this station.
 MR0533
 MR0533.The dynamic height is computed by dividing the NAVD 88
 MR0533.geopotential number by the normal gravity value computed on the
 MR0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0533.degrees latitude (g = 980.6199 gals.).
 MR0533
 MR0533.The modeled gravity was interpolated from observed gravity values.
 MR0533
 MR0533;                    North         East    Units  Estimated Accuracy
 MR0533;SPC UT N     - 1,090,450.      462,160.      MT  (+/- 180 meters Scaled)
 MR0533
 MR0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL202555(NAD 83)
 MR0533
 MR0533                          SUPERSEDED SURVEY CONTROL
 MR0533
 MR0533  NGVD 29 (06/08/92) 1368.181  (m)         4488.77   (f) ADJUSTED    1 2
 MR0533
 MR0533.Superseded values are not recommended for survey control.
 MR0533
 MR0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0533.See file dsdata.pdf to determine how the superseded data were derived.
 MR0533
 MR0533_MARKER: DB = BENCH MARK DISK
 MR0533_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MR0533_STAMPING: 35 FMK 1974
 MR0533_MARK LOGO: USGS
 MR0533_PROJECTION: FLUSH
 MR0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0533_ROD/PIPE-DEPTH: 12.2 meters
 MR0533
 MR0533  HISTORY     - Date     Condition        Report By
 MR0533  HISTORY     - 1974     MONUMENTED       USGS
 MR0533  HISTORY     - 1983     GOOD             NGS
 MR0533  HISTORY     - 20050708 MARK NOT FOUND   GEOCAC
 MR0533
 MR0533                          STATION DESCRIPTION
 MR0533
 MR0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0533'10.8 KM (6.7 MI) SOUTH FROM OGDEN.
 MR0533'10.8 KM (6.7 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0533'STATION IN OGDEN, 95.0 METERS (311.7 FT) EAST OF MILEPOST 986, 29.7
 MR0533'METERS (97.4 FT) SOUTH OF THE NEAR RAIL, 11.5 METERS (37.7 FT) SOUTH
 MR0533'OF A UTILITY POLE, AND 0.5 METER (1.6 FT) WEST OF A FENCE CORNER.
 MR0533'NOTE=THE DISK IS CRIMPED TO THE TOP OF A COPPER-COATED STEEL ROD THAT
 MR0533'IS ENCASED IN A 6-INCH BLACK PLASTIC PIPE.
 MR0533'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST AND FENCE
 MR0533'THE MARK IS 1.9 M ABOVE THE TRACKS.
 MR0533
 MR0533                          STATION RECOVERY (2005)
 MR0533
 MR0533'RECOVERY NOTE BY GEOCACHING 2005 (SE)
 MR0533'I COULD ONLY FIND THE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0616 ***********************************************************************
 JO0616  DESIGNATION -  36 DOR
 JO0616  PID         -  JO0616
 JO0616  STATE/COUNTY-  UT/IRON
 JO0616  COUNTRY     -  US
 JO0616  USGS QUAD   -  BIBLE SPRING (2017)
 JO0616
 JO0616                         *CURRENT SURVEY CONTROL
 JO0616  ______________________________________________________________________
 JO0616* NAD 83(1986) POSITION- 38 04 17.     (N) 113 38 34.     (W)   SCALED
 JO0616* NAVD 88 ORTHO HEIGHT -  1787.392 (meters)     5864.14  (feet) POSTED
 JO0616  ______________________________________________________________________
 JO0616  GEOID HEIGHT    -        -22.022 (meters)                     GEOID18
 JO0616  DYNAMIC HEIGHT  -       1785.38  (meters)     5857.5   (feet) COMP
 JO0616  MODELED GRAVITY -    979,438.7   (mgal)                       NAVD 88
 JO0616
 JO0616  VERT ORDER      -  * POSTED, SEE BELOW
 JO0616
 JO0616.The horizontal coordinates were scaled from a map and have
 JO0616.an estimated accuracy of +/- 6 seconds.
 JO0616
 JO0616.The orthometric height was determined by differential leveling
 JO0616.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0616
 JO0616.* This is a POSTED BENCH MARK height.
 JO0616
 JO0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0616.GEOID18 height accuracy estimate available here.
 JO0616
 JO0616.Click photographs - Photos may exist for this station.
 JO0616
 JO0616.The dynamic height is computed by dividing the NAVD 88
 JO0616.geopotential number by the normal gravity value computed on the
 JO0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0616.degrees latitude (g = 980.6199 gals.).
 JO0616
 JO0616.The modeled gravity was interpolated from observed gravity values.
 JO0616
 JO0616;                    North         East    Units  Estimated Accuracy
 JO0616;SPC UT S     - 3,158,060.      312,000.      MT  (+/- 180 meters Scaled)
 JO0616
 JO0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH681170(NAD 83)
 JO0616
 JO0616                          SUPERSEDED SURVEY CONTROL
 JO0616
 JO0616.No superseded survey control is available for this station.
 JO0616
 JO0616_MARKER: DB = BENCH MARK DISK
 JO0616_SETTING: 66 = SET IN ROCK OUTCROP
 JO0616_STAMPING: 36 DOR 1971
 JO0616_MARK LOGO: USGS
 JO0616_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0616+STABILITY: POSITION/ELEVATION WELL
 JO0616
 JO0616  HISTORY     - Date     Condition        Report By
 JO0616  HISTORY     - 1971     MONUMENTED       USGS
 JO0616
 JO0616                          STATION DESCRIPTION
 JO0616
 JO0616'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 JO0616'22.9 KM (14.20 MI) NW FROM LUND.
 JO0616'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0616'AND PINE VALLEY ROAD, PROCEED 14.2 MILES NORTHWEST ALONG PINE VALLEY
 JO0616'ROAD TO A CURVE AROUND A ROCK POINT, 32 FEET SOUTHEAST OF THE CENTER
 JO0616'OF THE ROAD, ON A 4 FOOT HIGH LEDGE.
 JO0616'THE MARK IS 4 FT  N FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0241 ***********************************************************************
 LN0241  DESIGNATION -  36 HJH
 LN0241  PID         -  LN0241
 LN0241  STATE/COUNTY-  UT/DAGGETT
 LN0241  COUNTRY     -  US
 LN0241  USGS QUAD   -  CLAY BASIN (2017)
 LN0241
 LN0241                         *CURRENT SURVEY CONTROL
 LN0241  ______________________________________________________________________
 LN0241* NAD 83(1986) POSITION- 40 58 28.25   (N) 109 12 46.93   (W)   HD_HELD1
 LN0241* NAVD 88 ORTHO HEIGHT -  1925.707 (meters)     6317.92  (feet) ADJUSTED
 LN0241  ______________________________________________________________________
 LN0241  GEOID HEIGHT    -        -14.118 (meters)                     GEOID18
 LN0241  DYNAMIC HEIGHT  -       1924.011 (meters)     6312.36  (feet) COMP
 LN0241  MODELED GRAVITY -    979,675.0   (mgal)                       NAVD 88
 LN0241
 LN0241  VERT ORDER      -  SECOND    CLASS 0
 LN0241
 LN0241.The horizontal coordinates were determined by differentially corrected
 LN0241.hand held GPS observations or other comparable positioning techniques
 LN0241.and have an estimated accuracy of +/- 3 meters.
 LN0241
 LN0241.The orthometric height was determined by differential leveling and
 LN0241.adjusted by the NATIONAL GEODETIC SURVEY
 LN0241.in June 1991.
 LN0241
 LN0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0241.GEOID18 height accuracy estimate available here.
 LN0241
 LN0241.Click photographs - Photos may exist for this station.
 LN0241
 LN0241.The dynamic height is computed by dividing the NAVD 88
 LN0241.geopotential number by the normal gravity value computed on the
 LN0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0241.degrees latitude (g = 980.6199 gals.).
 LN0241
 LN0241.The modeled gravity was interpolated from observed gravity values.
 LN0241
 LN0241;                    North         East    Units  Estimated Accuracy
 LN0241;SPC UT N     - 1,073,735.2     692,459.9     MT  (+/- 3 meters HH1 GPS) 
 LN0241
 LN0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL5034737465(NAD 83)
 LN0241
 LN0241                          SUPERSEDED SURVEY CONTROL
 LN0241
 LN0241  NGVD 29 (??/??/92) 1924.466  (m)         6313.85   (f) ADJ UNCH    2 0
 LN0241
 LN0241.Superseded values are not recommended for survey control.
 LN0241
 LN0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0241.See file dsdata.pdf to determine how the superseded data were derived.
 LN0241
 LN0241_MARKER: DB = BENCH MARK DISK
 LN0241_SETTING: 80 = SET IN A BOULDER
 LN0241_STAMPING: 36 HJH 6313 1950
 LN0241_MARK LOGO: USGS
 LN0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0241+STABILITY: SURFACE MOTION
 LN0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0241+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2020
 LN0241
 LN0241  HISTORY     - Date     Condition        Report By
 LN0241  HISTORY     - 1950     MONUMENTED       USGS
 LN0241  HISTORY     - 1962     GOOD             CGS
 LN0241  HISTORY     - 20201219 GOOD             IGA
 LN0241
 LN0241                          STATION DESCRIPTION
 LN0241
 LN0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0241'26.75 MI E FROM LINWOOD.
 LN0241'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0241'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 21.75 MILES
 LN0241'EAST ALONG CLAY BASIN ROAD, 0.15 MILE SOUTH OF THE JUNCTION OF A ROAD,
 LN0241'ON THE OUTSIDE OF A CURVE, IN THE TOP OF A SMALL BOULDER, 117 FEET
 LN0241'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 177.4 FEET SOUTHWEST
 LN0241'OF BENCH MARK 6323 (USGS), 1.5 FEET NORTHEAST OF A WITNESS POST, ABOUT
 LN0241'4 FEET LOWER THAN THE ROAD, AND 0.5 FOOT ABOVE THE GROUND.
 LN0241
 LN0241                          STATION RECOVERY (2020)
 LN0241
 LN0241'RECOVERY NOTE BY IGAGE 2020 (MS)
 LN0241'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0615 ***********************************************************************
 JO0615  DESIGNATION -  37 DOR
 JO0615  PID         -  JO0615
 JO0615  STATE/COUNTY-  UT/IRON
 JO0615  COUNTRY     -  US
 JO0615  USGS QUAD   -  BIBLE SPRING (2017)
 JO0615
 JO0615                         *CURRENT SURVEY CONTROL
 JO0615  ______________________________________________________________________
 JO0615* NAD 83(1986) POSITION- 38 03 46.     (N) 113 38 41.     (W)   SCALED
 JO0615* NAVD 88 ORTHO HEIGHT -  1775.500 (meters)     5825.12  (feet) POSTED
 JO0615  ______________________________________________________________________
 JO0615  GEOID HEIGHT    -        -22.047 (meters)                     GEOID18
 JO0615  DYNAMIC HEIGHT  -       1773.49  (meters)     5818.5   (feet) COMP
 JO0615  MODELED GRAVITY -    979,437.0   (mgal)                       NAVD 88
 JO0615
 JO0615  VERT ORDER      -  * POSTED, SEE BELOW
 JO0615
 JO0615.The horizontal coordinates were scaled from a map and have
 JO0615.an estimated accuracy of +/- 6 seconds.
 JO0615
 JO0615.The orthometric height was determined by differential leveling
 JO0615.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0615
 JO0615.* This is a POSTED BENCH MARK height.
 JO0615
 JO0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0615.GEOID18 height accuracy estimate available here.
 JO0615
 JO0615.Click photographs - Photos may exist for this station.
 JO0615
 JO0615.The dynamic height is computed by dividing the NAVD 88
 JO0615.geopotential number by the normal gravity value computed on the
 JO0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0615.degrees latitude (g = 980.6199 gals.).
 JO0615
 JO0615.The modeled gravity was interpolated from observed gravity values.
 JO0615
 JO0615;                    North         East    Units  Estimated Accuracy
 JO0615;SPC UT S     - 3,157,110.      311,810.      MT  (+/- 180 meters Scaled)
 JO0615
 JO0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH679160(NAD 83)
 JO0615
 JO0615                          SUPERSEDED SURVEY CONTROL
 JO0615
 JO0615.No superseded survey control is available for this station.
 JO0615
 JO0615_MARKER: DB = BENCH MARK DISK
 JO0615_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JO0615_SP_SET: FOUNDATION
 JO0615_STAMPING: 37 DOR 1971
 JO0615_MARK LOGO: USGS
 JO0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0615+STABILITY: SURFACE MOTION
 JO0615
 JO0615  HISTORY     - Date     Condition        Report By
 JO0615  HISTORY     - 1971     MONUMENTED       USGS
 JO0615
 JO0615                          STATION DESCRIPTION
 JO0615
 JO0615'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 JO0615'21.7 KM (13.50 MI) NW FROM LUND.
 JO0615'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0615'AND PINE VALLEY ROAD, PROCEED 13.5 MILES NORTHWEST ALONG PINE VALLEY
 JO0615'ROAD TO A CATTLEGUARD NEAR MEADOW SPRING, IN THE SOUTHWEST END OF THE
 JO0615'CONCRETE FOUNDATION OF THE STEEL CATTLEGUARD.
 JO0615'THE MARK IS 4.7 FT  NE FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0532 ***********************************************************************
 MR0532  DESIGNATION -  37 FMK
 MR0532  PID         -  MR0532
 MR0532  STATE/COUNTY-  UT/WEBER
 MR0532  COUNTRY     -  US
 MR0532  USGS QUAD   -  OGDEN (2017)
 MR0532
 MR0532                         *CURRENT SURVEY CONTROL
 MR0532  ______________________________________________________________________
 MR0532* NAD 83(1986) POSITION- 41 09 01.     (N) 111 57 37.     (W)   SCALED
 MR0532* NAVD 88 ORTHO HEIGHT -  1359.128 (meters)     4459.07  (feet) ADJUSTED
 MR0532  ______________________________________________________________________
 MR0532  GEOID HEIGHT    -        -16.680 (meters)                     GEOID18
 MR0532  DYNAMIC HEIGHT  -       1358.066 (meters)     4455.59  (feet) COMP
 MR0532  MODELED GRAVITY -    979,795.9   (mgal)                       NAVD 88
 MR0532
 MR0532  VERT ORDER      -  FIRST     CLASS II
 MR0532
 MR0532.The horizontal coordinates were scaled from a map and have
 MR0532.an estimated accuracy of +/- 6 seconds.
 MR0532
 MR0532.The orthometric height was determined by differential leveling and
 MR0532.adjusted by the NATIONAL GEODETIC SURVEY
 MR0532.in June 1991.
 MR0532
 MR0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0532.GEOID18 height accuracy estimate available here.
 MR0532
 MR0532.Click photographs - Photos may exist for this station.
 MR0532
 MR0532.The dynamic height is computed by dividing the NAVD 88
 MR0532.geopotential number by the normal gravity value computed on the
 MR0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0532.degrees latitude (g = 980.6199 gals.).
 MR0532
 MR0532.The modeled gravity was interpolated from observed gravity values.
 MR0532
 MR0532;                    North         East    Units  Estimated Accuracy
 MR0532;SPC UT N     - 1,090,820.      461,360.      MT  (+/- 180 meters Scaled)
 MR0532
 MR0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL194558(NAD 83)
 MR0532
 MR0532                          SUPERSEDED SURVEY CONTROL
 MR0532
 MR0532  NGVD 29 (06/08/92) 1358.100  (m)         4455.70   (f) ADJUSTED    1 2
 MR0532
 MR0532.Superseded values are not recommended for survey control.
 MR0532
 MR0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0532.See file dsdata.pdf to determine how the superseded data were derived.
 MR0532
 MR0532_MARKER: DB = BENCH MARK DISK
 MR0532_SETTING: 80 = SET IN A BOULDER
 MR0532_STAMPING: 37 FMK 1974
 MR0532_MARK LOGO: USGS
 MR0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0532+STABILITY: SURFACE MOTION
 MR0532
 MR0532  HISTORY     - Date     Condition        Report By
 MR0532  HISTORY     - 1974     MONUMENTED       USGS
 MR0532  HISTORY     - 1983     GOOD             NGS
 MR0532  HISTORY     - 20050708 MARK NOT FOUND   GEOCAC
 MR0532
 MR0532                          STATION DESCRIPTION
 MR0532
 MR0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0532'9.9 KM (6.15 MI) SOUTH FROM OGDEN.
 MR0532'9.9 KM  (6.15 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0532'STATION IN OGDEN, IN THE CENTER OF A 2 BY 5 FT BOULDER, 47.0 METERS
 MR0532'(154.2 FT) EAST OF BENCH MARK D 370, 13.2 METERS (43.3 FT) NORTH OF
 MR0532'THE NEAR RAIL, AND 1.8 (5.9 FT) WEST OF A STEEL 1/2 MILE POST.
 MR0532'THE MARK IS 0.8 METERS  NE FROM A WITNESS POST.
 MR0532'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 MR0532
 MR0532                          STATION RECOVERY (2005)
 MR0532
 MR0532'RECOVERY NOTE BY GEOCACHING 2005 (SE)
 MR0532'I COULD ONLY FIND A WITNESS POST. THIS 'BOULDER' IS IN A FIELD WITH
 MR0532'LOTS OF OTHER BOULDERS. I FOUND A BOULDER THAT COULD BE THE ONE, BUT
 MR0532'IT HAD A HUGE TREE STUMP ON THE SIDE THAT OBSCURED IT.  THE ROCK WOULD
 MR0532'HAVE TO BE MOVED/ROLLED AROUND TO LOCATE THE DISK, BUT IT WAS TOO BIG
 MR0532'TO BE MOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0227 ***********************************************************************
 LN0227  DESIGNATION -  37 HJH
 LN0227  PID         -  LN0227
 LN0227  STATE/COUNTY-  UT/DAGGETT
 LN0227  COUNTRY     -  US
 LN0227  USGS QUAD   -  CLAY BASIN (2017)
 LN0227
 LN0227                         *CURRENT SURVEY CONTROL
 LN0227  ______________________________________________________________________
 LN0227* NAD 83(1986) POSITION- 40 54 14.55   (N) 109 08 47.02   (W)   HD_HELD1
 LN0227* NAVD 88 ORTHO HEIGHT -  1673.209 (meters)     5489.52  (feet) ADJUSTED
 LN0227  ______________________________________________________________________
 LN0227  GEOID HEIGHT    -        -14.171 (meters)                     GEOID18
 LN0227  DYNAMIC HEIGHT  -       1671.783 (meters)     5484.84  (feet) COMP
 LN0227  MODELED GRAVITY -    979,713.1   (mgal)                       NAVD 88
 LN0227
 LN0227  VERT ORDER      -  SECOND    CLASS 0
 LN0227
 LN0227.The horizontal coordinates were determined by differentially corrected
 LN0227.hand held GPS observations or other comparable positioning techniques
 LN0227.and have an estimated accuracy of +/- 3 meters.
 LN0227
 LN0227.The orthometric height was determined by differential leveling and
 LN0227.adjusted by the NATIONAL GEODETIC SURVEY
 LN0227.in June 1991.
 LN0227
 LN0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0227.GEOID18 height accuracy estimate available here.
 LN0227
 LN0227.Click photographs - Photos may exist for this station.
 LN0227
 LN0227.The dynamic height is computed by dividing the NAVD 88
 LN0227.geopotential number by the normal gravity value computed on the
 LN0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0227.degrees latitude (g = 980.6199 gals.).
 LN0227
 LN0227.The modeled gravity was interpolated from observed gravity values.
 LN0227
 LN0227;                    North         East    Units  Estimated Accuracy
 LN0227;SPC UT N     - 1,066,061.9     698,278.8     MT  (+/- 3 meters HH1 GPS) 
 LN0227
 LN0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL5612029758(NAD 83)
 LN0227
 LN0227                          SUPERSEDED SURVEY CONTROL
 LN0227
 LN0227  NGVD 29 (??/??/92) 1672.010  (m)         5485.59   (f) ADJ UNCH    2 0
 LN0227
 LN0227.Superseded values are not recommended for survey control.
 LN0227
 LN0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0227.See file dsdata.pdf to determine how the superseded data were derived.
 LN0227
 LN0227_MARKER: DB = BENCH MARK DISK
 LN0227_SETTING: 66 = SET IN ROCK OUTCROP
 LN0227_STAMPING: 37 HJH 5485 1950
 LN0227_MARK LOGO: USGS
 LN0227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0227+STABILITY: POSITION/ELEVATION WELL
 LN0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0227+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2020
 LN0227
 LN0227  HISTORY     - Date     Condition        Report By
 LN0227  HISTORY     - 1950     MONUMENTED       USGS
 LN0227  HISTORY     - 1962     GOOD             CGS
 LN0227  HISTORY     - 20201219 GOOD             IGA
 LN0227
 LN0227                          STATION DESCRIPTION
 LN0227
 LN0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0227'35.1 MI E FROM LINWOOD.
 LN0227'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0227'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 30.1 MILES
 LN0227'EAST ALONG CLAY BASIN ROAD, 57 FEET NORTHWEST OF THE CENTER OF THE
 LN0227'JUNCTION OF A TRACK ROAD, IN THE TOP OF A 5- BY 5-FOOT OUTCROP, 57
 LN0227'FEET WEST OF THE CENTER LINE OF THE ROAD, 23 FEET NORTH OF THE CENTER
 LN0227'LINE OF THE TRACK ROAD, 139 FEET EAST OF A POWER POLE AT A RIGHT-ANGLE
 LN0227'TURN IN POWER LINE, 2.3 FEET EAST OF A WITNESS POST, ABOUT 1 1/2 FEET
 LN0227'HIGHER THAN THE ROAD, AND 1.0 FOOT ABOVE THE GROUND.
 LN0227
 LN0227                          STATION RECOVERY (2020)
 LN0227
 LN0227'RECOVERY NOTE BY IGAGE 2020 (MS)
 LN0227'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0544 ***********************************************************************
 JO0544  DESIGNATION -  37 HJH
 JO0544  PID         -  JO0544
 JO0544  STATE/COUNTY-  UT/MILLARD
 JO0544  COUNTRY     -  US
 JO0544  USGS QUAD   -  BROWN KNOLL (2017)
 JO0544
 JO0544                         *CURRENT SURVEY CONTROL
 JO0544  ______________________________________________________________________
 JO0544* NAD 83(1994) POSITION- 38 38 33.08599(N) 113 21 46.98986(W)   ADJUSTED
 JO0544* NAVD 88 ORTHO HEIGHT -  1428.9   (meters)     4688.    (feet) VERTCON3
 JO0544  ______________________________________________________________________
 JO0544  GEOID HEIGHT    -        -20.925 (meters)                     GEOID18
 JO0544  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 JO0544  HORZ ORDER      -  THIRD
 JO0544  VERT ORDER      -  THIRD ? (See Below)
 JO0544
 JO0544.The horizontal coordinates were established by classical geodetic methods
 JO0544.and adjusted by the National Geodetic Survey in November 1997.
 JO0544
 JO0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0544
 JO0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0544.GEOID18 height accuracy estimate available here.
 JO0544
 JO0544.The vertical order pertains to the NGVD 29 superseded value.
 JO0544
 JO0544.Click photographs - Photos may exist for this station.
 JO0544
 JO0544.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0544
 JO0544. The following values were computed from the NAD 83(1994) position.
 JO0544
 JO0544;                    North         East     Units Scale Factor Converg.
 JO0544;SPC UT C     - 2,036,017.250   337,794.860   MT  1.00011330   -1 11 36.4
 JO0544;SPC UT C     - 6,679,833.26  1,108,248.64   sFT  1.00011330   -1 11 36.4
 JO0544;UTM  12      - 4,279,757.472   294,340.532   MT  1.00012088   -1 28 34.1
 JO0544
 JO0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0544!SPC UT C     -   0.99977913  x   1.00011330  =   0.99989241
 JO0544!UTM  12      -   0.99977913  x   1.00012088  =   0.99989998
 JO0544
 JO0544:                Primary Azimuth Mark                     Grid Az
 JO0544:SPC UT C     -  LAW                                      004 23 43.4
 JO0544:UTM  12      -  LAW                                      004 40 41.1
 JO0544
 JO0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH9434079757(NAD 83)
 JO0544
 JO0544|---------------------------------------------------------------------|
 JO0544| PID    Reference Object                     Distance      Geod. Az  |
 JO0544|                                                           dddmmss.s |
 JO0544| JO0549 LAW                                 APPROX.14.8 KM 0031207.0 |
 JO0544|---------------------------------------------------------------------|
 JO0544
 JO0544                          SUPERSEDED SURVEY CONTROL
 JO0544
 JO0544  NAD 83(1986)-  38 38 33.08137(N)    113 21 46.98771(W) AD(       ) 3
 JO0544  NAD 27      -  38 38 33.23482(N)    113 21 44.10880(W) AD(       ) 3
 JO0544
 JO0544.Superseded values are not recommended for survey control.
 JO0544
 JO0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0544.See file dsdata.pdf to determine how the superseded data were derived.
 JO0544
 JO0544_MARKER: DB = BENCH MARK DISK
 JO0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0544_STAMPING: 37 HJH 1958 4684
 JO0544_MARK LOGO: USGS
 JO0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0544+STABILITY: SURFACE MOTION
 JO0544
 JO0544  HISTORY     - Date     Condition        Report By
 JO0544  HISTORY     - 1958     MONUMENTED       USGS
 JO0544
 JO0544                          STATION DESCRIPTION
 JO0544
 JO0544'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (HJH)
 JO0544'WAH WAH RANCH, 11.5 MI. N. OF, ALONG STRAIGHT STRETCH OF RD., 50 FT.
 JO0544'NW. OF RD.
 JO0544'
 JO0544'LOCATED ABOUT 25.0 MI. W. OF MILFORD ON
 JO0544'STATE HIGHWAY 21, 12.0 MI. N. OF STATE HIGHWAY 21 AND WAH WAH FIELD
 JO0544'STATION, AT W. SIDE OF RD.
 JO0544'
 JO0544'STATION MARK--STANDARD BM TABLET, STAMPED ---BM 37 HJH 1958 4684---,
 JO0544'SET IN TOP OF CONCRETE POST.
 JO0544'
 JO0544'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0614 ***********************************************************************
 JO0614  DESIGNATION -  38 DOR
 JO0614  PID         -  JO0614
 JO0614  STATE/COUNTY-  UT/IRON
 JO0614  COUNTRY     -  US
 JO0614  USGS QUAD   -  BIBLE SPRING (2017)
 JO0614
 JO0614                         *CURRENT SURVEY CONTROL
 JO0614  ______________________________________________________________________
 JO0614* NAD 83(1986) POSITION- 38 03 10.     (N) 113 38 08.     (W)   SCALED
 JO0614* NAVD 88 ORTHO HEIGHT -  1766.211 (meters)     5794.64  (feet) POSTED
 JO0614  ______________________________________________________________________
 JO0614  GEOID HEIGHT    -        -22.075 (meters)                     GEOID18
 JO0614  DYNAMIC HEIGHT  -       1764.24  (meters)     5788.2   (feet) COMP
 JO0614  MODELED GRAVITY -    979,449.0   (mgal)                       NAVD 88
 JO0614
 JO0614  VERT ORDER      -  * POSTED, SEE BELOW
 JO0614
 JO0614.The horizontal coordinates were scaled from a map and have
 JO0614.an estimated accuracy of +/- 6 seconds.
 JO0614
 JO0614.The orthometric height was determined by differential leveling
 JO0614.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0614
 JO0614.* This is a POSTED BENCH MARK height.
 JO0614
 JO0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0614.GEOID18 height accuracy estimate available here.
 JO0614
 JO0614.Click photographs - Photos may exist for this station.
 JO0614
 JO0614.The dynamic height is computed by dividing the NAVD 88
 JO0614.geopotential number by the normal gravity value computed on the
 JO0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0614.degrees latitude (g = 980.6199 gals.).
 JO0614
 JO0614.The modeled gravity was interpolated from observed gravity values.
 JO0614
 JO0614;                    North         East    Units  Estimated Accuracy
 JO0614;SPC UT S     - 3,155,980.      312,590.      MT  (+/- 180 meters Scaled)
 JO0614
 JO0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH687149(NAD 83)
 JO0614
 JO0614                          SUPERSEDED SURVEY CONTROL
 JO0614
 JO0614.No superseded survey control is available for this station.
 JO0614
 JO0614_MARKER: DB = BENCH MARK DISK
 JO0614_SETTING: 66 = SET IN ROCK OUTCROP
 JO0614_STAMPING: 38 DOR 1971
 JO0614_MARK LOGO: USGS
 JO0614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0614+STABILITY: POSITION/ELEVATION WELL
 JO0614
 JO0614  HISTORY     - Date     Condition        Report By
 JO0614  HISTORY     - 1971     MONUMENTED       USGS
 JO0614
 JO0614                          STATION DESCRIPTION
 JO0614
 JO0614'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 JO0614'20.3 KM (12.60 MI) NW FROM LUND.
 JO0614'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0614'AND PINE VALLEY ROAD, PROCEED 12.6 MILES NORTHWEST ALONG PINE VALLEY
 JO0614'ROAD TO THE NORTH SLOPE OF A DOWNGRADE, NEAR THE BASE OF A HILL, 29
 JO0614'FEET SOUTH OF A LARGE CEDAR TREE, 20 FEET EAST OF THE CENTER OF THE
 JO0614'ROAD.
 JO0614'THE MARK IS 1.8 FT  SW FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0021 ***********************************************************************
 JO0021  DESIGNATION -  39
 JO0021  PID         -  JO0021
 JO0021  STATE/COUNTY-  UT/SEVIER
 JO0021  COUNTRY     -  US
 JO0021  USGS QUAD   -  MARYSVALE CANYON (2017)
 JO0021
 JO0021                         *CURRENT SURVEY CONTROL
 JO0021  ______________________________________________________________________
 JO0021* NAD 83(1986) POSITION- 38 35 20.     (N) 112 16 18.     (W)   SCALED
 JO0021* NAVD 88 ORTHO HEIGHT -  1722.557 (meters)     5651.42  (feet) ADJUSTED
 JO0021  ______________________________________________________________________
 JO0021  GEOID HEIGHT    -        -19.121 (meters)                     GEOID18
 JO0021  DYNAMIC HEIGHT  -       1720.663 (meters)     5645.21  (feet) COMP
 JO0021  MODELED GRAVITY -    979,469.1   (mgal)                       NAVD 88
 JO0021
 JO0021  VERT ORDER      -  FIRST     CLASS II
 JO0021
 JO0021.The horizontal coordinates were scaled from a map and have
 JO0021.an estimated accuracy of +/- 6 seconds.
 JO0021
 JO0021.The orthometric height was determined by differential leveling and
 JO0021.adjusted by the NATIONAL GEODETIC SURVEY
 JO0021.in June 1991.
 JO0021
 JO0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0021.GEOID18 height accuracy estimate available here.
 JO0021
 JO0021.Click photographs - Photos may exist for this station.
 JO0021
 JO0021.The dynamic height is computed by dividing the NAVD 88
 JO0021.geopotential number by the normal gravity value computed on the
 JO0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0021.degrees latitude (g = 980.6199 gals.).
 JO0021
 JO0021.The modeled gravity was interpolated from observed gravity values.
 JO0021
 JO0021;                    North         East    Units  Estimated Accuracy
 JO0021;SPC UT C     - 2,028,660.      432,760.      MT  (+/- 180 meters Scaled)
 JO0021
 JO0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH892719(NAD 83)
 JO0021
 JO0021                          SUPERSEDED SURVEY CONTROL
 JO0021
 JO0021  NGVD 29 (??/??/??) 1721.36   (m)         5647.5    (f) RESET       3  
 JO0021
 JO0021.Superseded values are not recommended for survey control.
 JO0021
 JO0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0021.See file dsdata.pdf to determine how the superseded data were derived.
 JO0021
 JO0021_MARKER: DD = SURVEY DISK
 JO0021_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JO0021_SP_SET: CURB
 JO0021_STAMPING: 39 1951
 JO0021_MARK LOGO: BPR
 JO0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0021
 JO0021  HISTORY     - Date     Condition        Report By
 JO0021  HISTORY     - 1951     MONUMENTED       BPR
 JO0021
 JO0021                          STATION DESCRIPTION
 JO0021
 JO0021'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1951
 JO0021'1.4 MI W FROM SEVIER.
 JO0021'1.4 MILES WEST ALONG STATE HIGHWAY 13 FROM SEVIER, SEVIER COUNTY, AT A
 JO0021'6-BY 3-FOOT CONCRETE CULVERT, IN THE TOP OF THE CURB, AND 20 FEET
 JO0021'NORTH OF THE CENTERLINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0613 ***********************************************************************
 JO0613  DESIGNATION -  39 DOR
 JO0613  PID         -  JO0613
 JO0613  STATE/COUNTY-  UT/IRON
 JO0613  COUNTRY     -  US
 JO0613  USGS QUAD   -  MOUNTAIN SPRING PEAK (2017)
 JO0613
 JO0613                         *CURRENT SURVEY CONTROL
 JO0613  ______________________________________________________________________
 JO0613* NAD 83(1986) POSITION- 38 02 32.     (N) 113 37 16.     (W)   SCALED
 JO0613* NAVD 88 ORTHO HEIGHT -  1733.099 (meters)     5686.01  (feet) POSTED
 JO0613  ______________________________________________________________________
 JO0613  GEOID HEIGHT    -        -22.108 (meters)                     GEOID18
 JO0613  DYNAMIC HEIGHT  -       1731.16  (meters)     5679.6   (feet) COMP
 JO0613  MODELED GRAVITY -    979,449.6   (mgal)                       NAVD 88
 JO0613
 JO0613  VERT ORDER      -  * POSTED, SEE BELOW
 JO0613
 JO0613.The horizontal coordinates were scaled from a map and have
 JO0613.an estimated accuracy of +/- 6 seconds.
 JO0613
 JO0613.The orthometric height was determined by differential leveling
 JO0613.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0613
 JO0613.* This is a POSTED BENCH MARK height.
 JO0613
 JO0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0613.GEOID18 height accuracy estimate available here.
 JO0613
 JO0613.Click photographs - Photos may exist for this station.
 JO0613
 JO0613.The dynamic height is computed by dividing the NAVD 88
 JO0613.geopotential number by the normal gravity value computed on the
 JO0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0613.degrees latitude (g = 980.6199 gals.).
 JO0613
 JO0613.The modeled gravity was interpolated from observed gravity values.
 JO0613
 JO0613;                    North         East    Units  Estimated Accuracy
 JO0613;SPC UT S     - 3,154,780.      313,830.      MT  (+/- 180 meters Scaled)
 JO0613
 JO0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH699137(NAD 83)
 JO0613
 JO0613                          SUPERSEDED SURVEY CONTROL
 JO0613
 JO0613.No superseded survey control is available for this station.
 JO0613
 JO0613_MARKER: DB = BENCH MARK DISK
 JO0613_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0613_STAMPING: 39 DOR 1971
 JO0613_MARK LOGO: USGS
 JO0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0613
 JO0613  HISTORY     - Date     Condition        Report By
 JO0613  HISTORY     - 1971     MONUMENTED       USGS
 JO0613
 JO0613                          STATION DESCRIPTION
 JO0613
 JO0613'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 JO0613'18.3 KM (11.40 MI) NW FROM LUND.
 JO0613'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0613'AND PINE VALLEY ROAD, PROCEED 11.4 MILES NORTHWEST ALONG PINE VALLEY
 JO0613'ROAD TO A POLLYWOG SPRING SIGN, 81 FEET WEST OF THE CENTER OF THE
 JO0613'ROAD, 49 FEET NORTHWEST OF THE SIGN.  A COPPER-CLAD STEEL ROD DRIVEN
 JO0613'TO AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JO0613'THE MARK IS 1.5 FT  SE FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0883 ***********************************************************************
 LO0883  DESIGNATION -  3S1E 0405
 LO0883  PID         -  LO0883
 LO0883  STATE/COUNTY-  UT/SALT LAKE
 LO0883  COUNTRY     -  US
 LO0883  USGS QUAD   -  DRAPER (2017)
 LO0883
 LO0883                         *CURRENT SURVEY CONTROL
 LO0883  ______________________________________________________________________
 LO0883* NAD 83(1994) POSITION- 40 35 15.93816(N) 111 50 37.14837(W)   ADJUSTED
 LO0883* NAVD 88 ORTHO HEIGHT -  1462.5   (meters)     4798.    (feet) VERTCON3
 LO0883  ______________________________________________________________________
 LO0883  GEOID HEIGHT    -        -16.857 (meters)                     GEOID18
 LO0883  LAPLACE CORR    -         12.41  (seconds)                    DEFLEC18
 LO0883  HORZ ORDER      -  SECOND
 LO0883
 LO0883.The horizontal coordinates were established by classical geodetic methods
 LO0883.and adjusted by the National Geodetic Survey in November 1997.
 LO0883
 LO0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0883
 LO0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0883.GEOID18 height accuracy estimate available here.
 LO0883
 LO0883.Click photographs - Photos may exist for this station.
 LO0883
 LO0883.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0883
 LO0883. The following values were computed from the NAD 83(1994) position.
 LO0883
 LO0883;                    North         East     Units Scale Factor Converg.
 LO0883;SPC UT C     - 2,250,348.109   470,907.861   MT  0.99998511   -0 13 12.5
 LO0883;SPC UT C     - 7,383,017.09  1,544,970.21   sFT  0.99998511   -0 13 12.5
 LO0883;UTM  12      - 4,493,338.203   428,606.923   MT  0.99966274   -0 32 56.1
 LO0883
 LO0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0883!SPC UT C     -   0.99977328  x   0.99998511  =   0.99975839
 LO0883!UTM  12      -   0.99977328  x   0.99966274  =   0.99943609
 LO0883
 LO0883:                Primary Azimuth Mark                     Grid Az
 LO0883:SPC UT C     -  SANDY WHITE CITY WATER CO W TK           202 26 47.7
 LO0883:UTM  12      -  SANDY WHITE CITY WATER CO W TK           202 46 31.3
 LO0883
 LO0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2860693338(NAD 83)
 LO0883
 LO0883|---------------------------------------------------------------------|
 LO0883| PID    Reference Object                     Distance      Geod. Az  |
 LO0883|                                                           dddmmss.s |
 LO0883| LO0886 SANDY WHITE CITY WATER CO W TK      APPROX. 1.7 KM 2021335.2 |
 LO0883|---------------------------------------------------------------------|
 LO0883
 LO0883                          SUPERSEDED SURVEY CONTROL
 LO0883
 LO0883  NAD 83(1993)-  40 35 15.93816(N)    111 50 37.14771(W) AD(       ) 2
 LO0883  NAD 83(1986)-  40 35 15.92674(N)    111 50 37.14104(W) AD(       ) 2
 LO0883  NAD 27      -  40 35 16.11197(N)    111 50 34.38283(W) AD(       ) 2
 LO0883  NGVD 29 (07/19/86) 1461.5    (m)         4795.     (f) VERT ANG       
 LO0883
 LO0883.Superseded values are not recommended for survey control.
 LO0883
 LO0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0883.See file dsdata.pdf to determine how the superseded data were derived.
 LO0883
 LO0883_MARKER: DD = SURVEY DISK
 LO0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0883+STABILITY: SURFACE MOTION
 LO0883
 LO0883  HISTORY     - Date     Condition        Report By
 LO0883  HISTORY     - 1973     MONUMENTED       UT-035
 LO0883
 LO0883                          STATION DESCRIPTION
 LO0883
 LO0883'DESCRIBED BY SALT LAKE COUNTY UTAH 1973 (RS)
 LO0883'THE STATION IS LOCATED ABOUT 5.0 MILES EAST NORTHEAST OF WEST
 LO0883'JORDAN, 3.0 MILES EAST SOUTHEAST OF MIDVALE AND 0.5 MILE EAST OF
 LO0883'SANDY, AND ON THE SALT LAKE COUNTY RIGHT-OF-WAY.
 LO0883'
 LO0883'TO REACH THIS POINT FROM STATE HIGHWAY 89 AND 8600 SOUTH, GO EAST
 LO0883'ON 8600 SOUTH FOR 1.8 MILES TO 1300 EAST, THEN GO 0.5 MILE TO
 LO0883'CURVE IN ROAD AT 1700 EAST, TURN RIGHT, CONTINUE SOUTH ON 1700
 LO0883'EAST FOR 0.4 MILE TO END OF PAVEMENT, CONTINUE SOUTH ON DIRT
 LO0883'ROAD FOR 0.2 MILE TO A CLUMP OF TREES AND STATION.
 LO0883'
 LO0883'THE STATION MARK IS A STANDARD SALT LAKE COUNTY DISK, UNSTAMPED,
 LO0883'SET IN A PRECAST 6-INCH DIAMETER MONUMENT 4 INCHES ABOVE GROUND
 LO0883'SURFACE.  IT IS 1.8 FEET SOUTH OF THE NORTH CONCRETE HEAD WALL,
 LO0883'7.14 FEET NORTH OF THE NORTHEAST CORNER OF THE SOUTH CONCRETE
 LO0883'HEAD WALL, AND 18.0 FEET EAST OF WOODEN FENCE CORNER POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0920 ***********************************************************************
 LO0920  DESIGNATION -  3S1W 0606
 LO0920  PID         -  LO0920
 LO0920  STATE/COUNTY-  UT/SALT LAKE
 LO0920  COUNTRY     -  US
 LO0920  USGS QUAD   -  MIDVALE (2017)
 LO0920
 LO0920                         *CURRENT SURVEY CONTROL
 LO0920  ______________________________________________________________________
 LO0920* NAD 83(1994) POSITION- 40 35 16.32039(N) 111 59 11.07317(W)   ADJUSTED
 LO0920* NAVD 88 ORTHO HEIGHT -  1411.4   (meters)     4631.    (feet) VERTCON3
 LO0920  ______________________________________________________________________
 LO0920  GEOID HEIGHT    -        -17.287 (meters)                     GEOID18
 LO0920  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 LO0920  HORZ ORDER      -  SECOND
 LO0920
 LO0920.The horizontal coordinates were established by classical geodetic methods
 LO0920.and adjusted by the National Geodetic Survey in November 1997.
 LO0920
 LO0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0920
 LO0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0920.GEOID18 height accuracy estimate available here.
 LO0920
 LO0920.Click photographs - Photos may exist for this station.
 LO0920
 LO0920.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0920
 LO0920. The following values were computed from the NAD 83(1994) position.
 LO0920
 LO0920;                    North         East     Units Scale Factor Converg.
 LO0920;SPC UT C     - 2,250,415.976   458,822.838   MT  0.99998513   -0 18 41.7
 LO0920;SPC UT C     - 7,383,239.75  1,505,321.26   sFT  0.99998513   -0 18 41.7
 LO0920;UTM  12      - 4,493,475.524   416,526.250   MT  0.99968577   -0 38 30.5
 LO0920
 LO0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0920!SPC UT C     -   0.99978136  x   0.99998513  =   0.99976649
 LO0920!UTM  12      -   0.99978136  x   0.99968577  =   0.99946720
 LO0920
 LO0920:                Primary Azimuth Mark                     Grid Az
 LO0920:SPC UT C     -  FLOROS                                   270 19 14.8
 LO0920:UTM  12      -  FLOROS                                   270 39 03.6
 LO0920
 LO0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1652693475(NAD 83)
 LO0920
 LO0920|---------------------------------------------------------------------|
 LO0920| PID    Reference Object                     Distance      Geod. Az  |
 LO0920|                                                           dddmmss.s |
 LO0920| LP0392 FLOROS                              APPROX. 3.5 KM 2700033.1 |
 LO0920| CM4123 3S1W 0607                                          3595253.2 |
 LO0920|---------------------------------------------------------------------|
 LO0920
 LO0920                          SUPERSEDED SURVEY CONTROL
 LO0920
 LO0920  NAD 83(1993)-  40 35 16.32103(N)    111 59 11.07305(W) AD(       ) 2
 LO0920  NAD 83(1986)-  40 35 16.30952(N)    111 59 11.06447(W) AD(       ) 2
 LO0920  NAD 27      -  40 35 16.49765(N)    111 59 08.28983(W) AD(       ) 2
 LO0920  NGVD 29 (07/19/86) 1410.4    (m)         4627.     (f) VERT ANG       
 LO0920
 LO0920.Superseded values are not recommended for survey control.
 LO0920
 LO0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0920.See file dsdata.pdf to determine how the superseded data were derived.
 LO0920
 LO0920_MARKER: DD = SURVEY DISK
 LO0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0920
 LO0920  HISTORY     - Date     Condition        Report By
 LO0920  HISTORY     - 1974     MONUMENTED       UT-035
 LO0920
 LO0920                          STATION DESCRIPTION
 LO0920
 LO0920'DESCRIBED BY SALT LAKE COUNTY UTAH 1974 (RS)
 LO0920'THIS STATION IS LOCATED ABOUT 2.5 MILES NORTH OF SOUTH JORDAN,
 LO0920'3.5 MILES SOUTHWEST OF WEST JORDAN, AND 4.5 MILES WEST OF SANDY.
 LO0920'
 LO0920'TO REACH THE STATION FROM STATE HIGHWAY 117 AND STATE HIGHWAY
 LO0920'89, GO WEST ON HIGHWAY 117 FOR 2.5 MILES TO STATE HIGHWAY 68
 LO0920'AND THE END OF STATE OF HIGHWAY 117 AND BEGINNING OF 9000 SOUTH
 LO0920'STREET, CONTINUE WEST ON 9000 SOUTH STREET FOR 1.1 MILES TO THE
 LO0920'INTERSECTION OF 2700 WEST STREET AND 9000 SOUTH STREET, CONTINUE
 LO0920'WEST ALONG 9000 SOUTH STREET FOR 1.5 MILES TO THE INTERSECTION
 LO0920'OF 4000 WEST STREET AND 9000 SOUTH STREET.  STATION IS FOUND
 LO0920'IN THE MIDDLE OF INTERSECTION, AND 4 INCHES BELOW THE SURFACE
 LO0920'OF THE ROAD AND INSIDE A STANDARD SALT LAKE COUNTY RING.
 LO0920'
 LO0920'STATION IS A STANDARD SALT LAKE COUNTY DISK, STAMPED 4 COR 6 V
 LO0920'T3S R1W, SET IN A CYLINDRICAL PRE-CAST CONCRETE MONUMENT HAVING
 LO0920'A 6 INCH UPPER DIAMETER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0387 ***********************************************************************
 LP0387  DESIGNATION -  3S2W 1206
 LP0387  PID         -  LP0387
 LP0387  STATE/COUNTY-  UT/SALT LAKE
 LP0387  COUNTRY     -  US
 LP0387  USGS QUAD   -  COPPERTON (2017)
 LP0387
 LP0387                         *CURRENT SURVEY CONTROL
 LP0387  ______________________________________________________________________
 LP0387* NAD 83(1994) POSITION- 40 34 23.90979(N) 112 00 18.48311(W)   ADJUSTED
 LP0387* NAVD 88 ORTHO HEIGHT -  1465.7   (meters)     4809.    (feet) VERTCON3
 LP0387  ______________________________________________________________________
 LP0387  GEOID HEIGHT    -        -17.297 (meters)                     GEOID18
 LP0387  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 LP0387  HORZ ORDER      -  SECOND
 LP0387
 LP0387.The horizontal coordinates were established by classical geodetic methods
 LP0387.and adjusted by the National Geodetic Survey in November 1997.
 LP0387
 LP0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0387
 LP0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0387.GEOID18 height accuracy estimate available here.
 LP0387
 LP0387.Click photographs - Photos may exist for this station.
 LP0387
 LP0387.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0387
 LP0387. The following values were computed from the NAD 83(1994) position.
 LP0387
 LP0387;                    North         East     Units Scale Factor Converg.
 LP0387;SPC UT C     - 2,248,808.154   457,228.554   MT  0.99998182   -0 19 24.9
 LP0387;SPC UT C     - 7,377,964.75  1,500,090.68   sFT  0.99998182   -0 19 24.9
 LP0387;UTM  12      - 4,491,877.391   414,923.201   MT  0.99968909   -0 39 13.7
 LP0387
 LP0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0387!SPC UT C     -   0.99977284  x   0.99998182  =   0.99975467
 LP0387!UTM  12      -   0.99977284  x   0.99968909  =   0.99946200
 LP0387
 LP0387:                Primary Azimuth Mark                     Grid Az
 LP0387:SPC UT C     -  FLOROS                                   310 56 14.9
 LP0387:UTM  12      -  FLOROS                                   311 16 03.7
 LP0387
 LP0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1492391877(NAD 83)
 LP0387
 LP0387|---------------------------------------------------------------------|
 LP0387| PID    Reference Object                     Distance      Geod. Az  |
 LP0387|                                                           dddmmss.s |
 LP0387| LP0392 FLOROS                              APPROX. 2.5 KM 3103650.0 |
 LP0387| CM4137 3S2W 1208                                          3151840.4 |
 LP0387|---------------------------------------------------------------------|
 LP0387
 LP0387                          SUPERSEDED SURVEY CONTROL
 LP0387
 LP0387  NAD 83(1993)-  40 34 23.91010(N)    112 00 18.48268(W) AD(       ) 2
 LP0387  NAD 83(1986)-  40 34 23.89914(N)    112 00 18.47488(W) AD(       ) 2
 LP0387  NAD 27      -  40 34 24.08699(N)    112 00 15.69896(W) AD(       ) 2
 LP0387  NGVD 29 (07/19/86) 1464.7    (m)         4805.     (f) VERT ANG       
 LP0387
 LP0387.Superseded values are not recommended for survey control.
 LP0387
 LP0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0387.See file dsdata.pdf to determine how the superseded data were derived.
 LP0387
 LP0387_MARKER: DD = SURVEY DISK
 LP0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0387_STAMPING: 3S2W 1206 1973
 LP0387_MARK LOGO: UT-035
 LP0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0387+STABILITY: SURFACE MOTION
 LP0387
 LP0387  HISTORY     - Date     Condition        Report By
 LP0387  HISTORY     - 1973     MONUMENTED       UT-035
 LP0387
 LP0387                          STATION DESCRIPTION
 LP0387
 LP0387'DESCRIBED BY SALT LAKE COUNTY UTAH 1973
 LP0387'THE MARK IS LOCATED ABOUT 6.1 MI (9.7 KM) WEST-SOUTHWEST OF MIDVALLEY
 LP0387'MANORS SUBDIVISION, 5.8 MI (9.4 KM) NORTHEAST OF LARK AND 4.3 MI
 LP0387'(6.9 KM) WEST-SOUTHWEST OF MIDVALLEY TERRACE SUBDIVISION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0394 ***********************************************************************
 LP0394  DESIGNATION -  3S2W 2611
 LP0394  PID         -  LP0394
 LP0394  STATE/COUNTY-  UT/SALT LAKE
 LP0394  COUNTRY     -  US
 LP0394  USGS QUAD   -  COPPERTON (2017)
 LP0394
 LP0394                         *CURRENT SURVEY CONTROL
 LP0394  ______________________________________________________________________
 LP0394* NAD 83(1994) POSITION- 40 31 20.68449(N) 112 01 58.79560(W)   ADJUSTED
 LP0394* NAVD 88 ORTHO HEIGHT -  1500.3   (meters)     4922.    (feet) VERTCON3
 LP0394  ______________________________________________________________________
 LP0394  GEOID HEIGHT    -        -17.269 (meters)                     GEOID18
 LP0394  LAPLACE CORR    -         -5.02  (seconds)                    DEFLEC18
 LP0394  HORZ ORDER      -  SECOND
 LP0394
 LP0394.The horizontal coordinates were established by classical geodetic methods
 LP0394.and adjusted by the National Geodetic Survey in November 1997.
 LP0394
 LP0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0394
 LP0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0394.GEOID18 height accuracy estimate available here.
 LP0394
 LP0394.Click photographs - Photos may exist for this station.
 LP0394
 LP0394.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0394
 LP0394. The following values were computed from the NAD 83(1994) position.
 LP0394
 LP0394;                    North         East     Units Scale Factor Converg.
 LP0394;SPC UT C     - 2,243,170.335   454,835.513   MT  0.99997075   -0 20 29.1
 LP0394;SPC UT C     - 7,359,468.01  1,492,239.51   sFT  0.99997075   -0 20 29.1
 LP0394;UTM  12      - 4,486,255.050   412,498.418   MT  0.99969424   -0 40 16.4
 LP0394
 LP0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0394!SPC UT C     -   0.99976741  x   0.99997075  =   0.99973816
 LP0394!UTM  12      -   0.99976741  x   0.99969424  =   0.99946172
 LP0394
 LP0394:                Primary Azimuth Mark                     Grid Az
 LP0394:SPC UT C     -  T3S R2W SECS 23 26 1/4 COR=2610          000 23 08.1
 LP0394:UTM  12      -  T3S R2W SECS 23 26 1/4 COR=2610          000 42 55.4
 LP0394
 LP0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1249886255(NAD 83)
 LP0394
 LP0394|---------------------------------------------------------------------|
 LP0394| PID    Reference Object                     Distance      Geod. Az  |
 LP0394|                                                           dddmmss.s |
 LP0394| LP0393 T3S R2W SECS 23 26 1/4 COR=2610     APPROX. 1.6 KM 0000239.0 |
 LP0394| CM4140 3S2W 2611 RM 1                                     26950     |
 LP0394|---------------------------------------------------------------------|
 LP0394
 LP0394                          SUPERSEDED SURVEY CONTROL
 LP0394
 LP0394  NAD 83(1993)-  40 31 20.68426(N)    112 01 58.79415(W) AD(       ) 2
 LP0394  NAD 83(1986)-  40 31 20.67415(N)    112 01 58.78856(W) AD(       ) 2
 LP0394  NAD 27      -  40 31 20.86042(N)    112 01 56.01139(W) AD(       ) 2
 LP0394  NGVD 29 (07/19/86) 1499.3    (m)         4919.     (f) VERT ANG       
 LP0394
 LP0394.Superseded values are not recommended for survey control.
 LP0394
 LP0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0394.See file dsdata.pdf to determine how the superseded data were derived.
 LP0394
 LP0394_MARKER: DD = SURVEY DISK
 LP0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0394
 LP0394  HISTORY     - Date     Condition        Report By
 LP0394  HISTORY     - 1974     MONUMENTED       UT-035
 LP0394
 LP0394                          STATION DESCRIPTION
 LP0394
 LP0394'DESCRIBED BY SALT LAKE COUNTY UTAH 1974 (RS)
 LP0394'THIS STATION IS LOCATED ABOUT 4.5 MILES S. E. OF COPPERTON, 3.2
 LP0394'MILES EAST OF LARK, AND 0.5 MILES NORTH OF HERRIMAN, NEAR THE
 LP0394'CENTERLINE OF 6000 WEST STREET.
 LP0394'
 LP0394'TO REACH THIS STATION FROM THE INTERSECTION OF UTAH STATE HIGHWAY
 LP0394'68 (REDWOOD ROAD) AND UTAH STATE HIGHWAY 111 (12600 SOUTH STREET) GO
 LP0394'WEST ON 12600 SOUTH STREET FOR 4.15 MILES MILES TO A FORK IN THE
 LP0394'ROAD.  PROCEED ALONG RIGHT FORK WESTBOUND FOR 1.05 MILES TO THE
 LP0394'INTERSECTION OF 6000 WEST AND 200 NORTH STREETS.  TURN RIGHT AND
 LP0394'PROCEED NORTH ALONG 6000 WEST STREET FOR 0.35 MILES TO STATION.
 LP0394'
 LP0394'STATION IS LOCATED IN THE CENTER OF 6000 WEST STREET.  MARK IS A
 LP0394'STANDARD SALT LAKE COUNTY BRASS DISK SET IN A PRE-CAST CONCRETE
 LP0394'CYLINDER 6 INCHES IN DIAMETER, 6 INCHES BELOW THE ROAD SURFACE.
 LP0394'THE MARK IS COVERED BY A CAST IRON RING AND LID.  THE BRASS IS
 LP0394'STAMPED W. C. 26-35.
 LP0394'
 LP0394'AZIMUTH MARK IS 300 FEET WEST.  IT IS A STANDARD SALT LAKE COUNTY
 LP0394'BRASS DISK SET IN A PRE-CAST CONCRETE CYLINDER 6 INCHES IN DIAMETER
 LP0394'AT THE TOP.  IT IS STAMPED 4 COR 26 3V.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0832 ***********************************************************************
 LO0832  DESIGNATION -  3S3E 0310
 LO0832  PID         -  LO0832
 LO0832  STATE/COUNTY-  UT/SALT LAKE
 LO0832  COUNTRY     -  US
 LO0832  USGS QUAD   -  BRIGHTON (2017)
 LO0832
 LO0832                         *CURRENT SURVEY CONTROL
 LO0832  ______________________________________________________________________
 LO0832* NAD 83(1994) POSITION- 40 35 27.25474(N) 111 37 17.39978(W)   ADJUSTED
 LO0832* NAVD 88 ORTHO HEIGHT -  2768.3   (meters)     9082.    (feet) VERTCON3
 LO0832  ______________________________________________________________________
 LO0832  GEOID HEIGHT    -        -15.535 (meters)                     GEOID18
 LO0832  LAPLACE CORR    -         14.93  (seconds)                    DEFLEC18
 LO0832  HORZ ORDER      -  SECOND
 LO0832
 LO0832.The horizontal coordinates were established by classical geodetic methods
 LO0832.and adjusted by the National Geodetic Survey in November 1997.
 LO0832
 LO0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0832
 LO0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0832.GEOID18 height accuracy estimate available here.
 LO0832
 LO0832.Click photographs - Photos may exist for this station.
 LO0832
 LO0832.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0832
 LO0832. The following values were computed from the NAD 83(1994) position.
 LO0832
 LO0832;                    North         East     Units Scale Factor Converg.
 LO0832;SPC UT C     - 2,250,648.275   489,714.786   MT  0.99998583   -0 04 40.2
 LO0832;SPC UT C     - 7,384,001.88  1,606,672.59   sFT  0.99998583   -0 04 40.2
 LO0832;UTM  12      - 4,493,530.743   447,408.903   MT  0.99963404   -0 24 15.8
 LO0832
 LO0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0832!SPC UT C     -   0.99956836  x   0.99998583  =   0.99955420
 LO0832!UTM  12      -   0.99956836  x   0.99963404  =   0.99920256
 LO0832
 LO0832:                Primary Azimuth Mark                     Grid Az
 LO0832:SPC UT C     -  3S3E 0410                                177 04 08.1
 LO0832:UTM  12      -  3S3E 0410                                177 23 43.7
 LO0832
 LO0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4740893530(NAD 83)
 LO0832
 LO0832|---------------------------------------------------------------------|
 LO0832| PID    Reference Object                     Distance      Geod. Az  |
 LO0832|                                                           dddmmss.s |
 LO0832| LO0831 3S3E 0410                           APPROX. 0.7 KM 1765927.9 |
 LO0832| CM4143 3S3E 0310 RM 1                       10.063 METERS 20206     |
 LO0832| CM4144 3S3E 0310 RM 2                        8.116 METERS 27800     |
 LO0832|---------------------------------------------------------------------|
 LO0832
 LO0832                          SUPERSEDED SURVEY CONTROL
 LO0832
 LO0832  NAD 83(1993)-  40 35 27.25461(N)    111 37 17.39804(W) AD(       ) 2
 LO0832  NAD 83(1986)-  40 35 27.24156(N)    111 37 17.39080(W) AD(       ) 2
 LO0832  NAD 27      -  40 35 27.42686(N)    111 37 14.65567(W) AD(       ) 2
 LO0832  NGVD 29 (07/19/86) 2766.9    (m)         9078.     (f) VERT ANG       
 LO0832
 LO0832.Superseded values are not recommended for survey control.
 LO0832
 LO0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0832.See file dsdata.pdf to determine how the superseded data were derived.
 LO0832
 LO0832_MARKER: DD = SURVEY DISK
 LO0832_SETTING: 66 = SET IN ROCK OUTCROP
 LO0832
 LO0832  HISTORY     - Date     Condition        Report By
 LO0832  HISTORY     - 1974     MONUMENTED       UT-035
 LO0832
 LO0832                          STATION DESCRIPTION
 LO0832
 LO0832'DESCRIBED BY SALT LAKE COUNTY UTAH 1974 (RS)
 LO0832'THIS STATION IS ABOUT 14 MILES EAST OF SANDY AND 2.5 MILES
 LO0832'SOUTHWEST OF BRIGHTON AND 0.5 MILE EAST OF ALTA.
 LO0832'
 LO0832'TO REACH FROM THE ALTA POST OFFICE IN THE SNOW PINE LODGE GO
 LO0832'NORTHEASTERLY ALONG MAIN ROAD FOR 0.1 MILE TO END OF PAVEMENT
 LO0832'CONTINUE ALONG DIRT ROAD FOR 1.4 MILES TO STATION ON RIGHT.
 LO0832'
 LO0832'STATION IS A TRIANGULAR BRASS DISK CEMENTED IN A DRILL HOLE
 LO0832'IN A 1.5 FOOT BY 3.0 FOOT GRANITE ROCK OUTCROPPING 20 FEET
 LO0832'WEST OF DIRT ROAD, AND IS STAMPED 3S3E 0310 1974.
 LO0832'
 LO0832'RM 1, A 1 INCH DIAMETER COPPER RIVET SET IN A DRILL HOLE IN A
 LO0832'3.5 BY 2 FOOT GRANITE ROCK 5 FEET LOWER THAN STATION STAMPED RM 1.
 LO0832'
 LO0832'RM 2, A 1 INCH DIAMETER COPPER RIVET SET IN A DRILL HOLE IN A
 LO0832'2 BY 2 FOOT GRANITE ROCK 4 FEET LOWER THAN STATION.  STAMPED RM 2.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0831 ***********************************************************************
 LO0831  DESIGNATION -  3S3E 0410
 LO0831  PID         -  LO0831
 LO0831  STATE/COUNTY-  UT/SALT LAKE
 LO0831  COUNTRY     -  US
 LO0831  USGS QUAD   -  BRIGHTON (2017)
 LO0831
 LO0831                         *CURRENT SURVEY CONTROL
 LO0831  ______________________________________________________________________
 LO0831* NAD 83(1994) POSITION- 40 35 03.09587(N) 111 37 15.73414(W)   ADJUSTED
 LO0831* NAVD 88 ORTHO HEIGHT -  2829.1   (meters)     9282.    (feet) VERTCON3
 LO0831  ______________________________________________________________________
 LO0831  GEOID HEIGHT    -        -15.536 (meters)                     GEOID18
 LO0831  LAPLACE CORR    -         18.31  (seconds)                    DEFLEC18
 LO0831  HORZ ORDER      -  SECOND
 LO0831
 LO0831.The horizontal coordinates were established by classical geodetic methods
 LO0831.and adjusted by the National Geodetic Survey in November 1997.
 LO0831
 LO0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0831
 LO0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0831.GEOID18 height accuracy estimate available here.
 LO0831
 LO0831.Click photographs - Photos may exist for this station.
 LO0831
 LO0831.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0831
 LO0831. The following values were computed from the NAD 83(1994) position.
 LO0831
 LO0831;                    North         East     Units Scale Factor Converg.
 LO0831;SPC UT C     - 2,249,903.027   489,752.944   MT  0.99998429   -0 04 39.1
 LO0831;SPC UT C     - 7,381,556.85  1,606,797.78   sFT  0.99998429   -0 04 39.1
 LO0831;UTM  12      - 4,492,785.552   447,442.802   MT  0.99963400   -0 24 14.5
 LO0831
 LO0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0831!SPC UT C     -   0.99955883  x   0.99998429  =   0.99954313
 LO0831!UTM  12      -   0.99955883  x   0.99963400  =   0.99919299
 LO0831
 LO0831:                Primary Azimuth Mark                     Grid Az
 LO0831:SPC UT C     -  3S3E 0310                                357 04 08.0
 LO0831:UTM  12      -  3S3E 0310                                357 23 43.4
 LO0831
 LO0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4744292785(NAD 83)
 LO0831
 LO0831|---------------------------------------------------------------------|
 LO0831| PID    Reference Object                     Distance      Geod. Az  |
 LO0831|                                                           dddmmss.s |
 LO0831| CM4145 3S3E 0410 RM 1                        6.742 METERS 15709     |
 LO0831| CM4146 3S3E 0410 RM 2                       10.900 METERS 24946     |
 LO0831| LO0832 3S3E 0310                           APPROX. 0.7 KM 3565928.9 |
 LO0831|---------------------------------------------------------------------|
 LO0831
 LO0831                          SUPERSEDED SURVEY CONTROL
 LO0831
 LO0831  NAD 83(1993)-  40 35 03.09575(N)    111 37 15.73243(W) AD(       ) 2
 LO0831  NAD 83(1986)-  40 35 03.08272(N)    111 37 15.72522(W) AD(       ) 2
 LO0831  NAD 27      -  40 35 03.26761(N)    111 37 12.99023(W) AD(       ) 2
 LO0831  NGVD 29 (07/19/86) 2827.7    (m)         9277.     (f) VERT ANG       
 LO0831
 LO0831.Superseded values are not recommended for survey control.
 LO0831
 LO0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0831.See file dsdata.pdf to determine how the superseded data were derived.
 LO0831
 LO0831_MARKER: DD = SURVEY DISK
 LO0831_SETTING: 66 = SET IN ROCK OUTCROP
 LO0831
 LO0831  HISTORY     - Date     Condition        Report By
 LO0831  HISTORY     - 1974     MONUMENTED       UT-035
 LO0831
 LO0831                          STATION DESCRIPTION
 LO0831
 LO0831'DESCRIBED BY SALT LAKE COUNTY UTAH 1974 (RS)
 LO0831'THIS STATION IS ABOUT 14.0 MILES EAST OF SANDY AND 2.5 MILES
 LO0831'SOUTH WEST OF BRIGHTON AND 0.5 MILE EAST OF ALTA.
 LO0831'
 LO0831'TO REACH THIS STATION FROM THE ALTA POST OFFICE (SNOW PINE LODGE),
 LO0831'GO NORTH EAST ON HIGHWAY UTAH 210 LITTLE COTTONWOOD ROAD FOR
 LO0831'0.10 MILE TO END OF PAVED ROAD.  CONTINUE ON DIRT ROAD FOR 2.3
 LO0831'MILES TO SMALL DIRT ROAD TURN RIGHT AND GO WEST FOR 0.3 MILE
 LO0831'TO AN EXPLOSIVES SHED FOR AVALANCHE CONTROL.  GO RIGHT NORTH EAST
 LO0831'FOR 155 FEET TO STATION.
 LO0831'
 LO0831'STATION IS A TRIANGLE BRASS MARK, PLACED IN A DRILL HOLE WITH
 LO0831'CONCRETE IN A LARGE GRANITE ROCK LEDGE.  IT IS 154.9 FEET EAST
 LO0831'OF EXPLOSIVE SHED ON THE NORTH EAST CORNER OF SHED, DUE WEST OF
 LO0831'THE FOURTH SKI LIFT TOWER FROM THE TOP.  MARK IS STAMPED 3S3E
 LO0831'0410 SL CO.
 LO0831'
 LO0831'REFERENCE MARK 1, 22.12 FEET SOUTH OF STATION, IS A RIVET PLACED
 LO0831'IN A DRILL HOLE IN A 2 FOOT BY 2 FOOT GRANITE ROCK ON THE SAME
 LO0831'OUTCROPPING OF ROCK AND IS 3 FEET HIGHER IN ELEVATION.  IT IS
 LO0831'STAMPED R.M. 1.
 LO0831'
 LO0831'REFERENCE MARK 2, 35.76 WEST OF STATION IS A RIVET PLACED IN
 LO0831'A DRILL HOLE IN A 2 FOOT BY 4 FOOT GRANITE OUTCROPPING AND IS
 LO0831'ABOUT 2 FEET LOWER THAN STATION IN ELEVATION.  IT IS STAMPED R.M.
 LO0831'2.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0841 ***********************************************************************
 LO0841  DESIGNATION -  3S3E 0411
 LO0841  PID         -  LO0841
 LO0841  STATE/COUNTY-  UT/SALT LAKE
 LO0841  COUNTRY     -  US
 LO0841  USGS QUAD   -  DROMEDARY PEAK (2017)
 LO0841
 LO0841                         *CURRENT SURVEY CONTROL
 LO0841  ______________________________________________________________________
 LO0841* NAD 83(1994) POSITION- 40 35 36.54138(N) 111 37 54.24077(W)   ADJUSTED
 LO0841* NAVD 88 ORTHO HEIGHT -  2733.1   (meters)     8967.    (feet) VERTCON3
 LO0841  ______________________________________________________________________
 LO0841  GEOID HEIGHT    -        -15.573 (meters)                     GEOID18
 LO0841  LAPLACE CORR    -          6.70  (seconds)                    DEFLEC18
 LO0841  HORZ ORDER      -  SECOND
 LO0841
 LO0841.The horizontal coordinates were established by classical geodetic methods
 LO0841.and adjusted by the National Geodetic Survey in November 1997.
 LO0841
 LO0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0841
 LO0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0841.GEOID18 height accuracy estimate available here.
 LO0841
 LO0841.Click photographs - Photos may exist for this station.
 LO0841
 LO0841.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0841
 LO0841. The following values were computed from the NAD 83(1994) position.
 LO0841
 LO0841;                    North         East     Units Scale Factor Converg.
 LO0841;SPC UT C     - 2,250,935.954   488,848.913   MT  0.99998643   -0 05 03.8
 LO0841;SPC UT C     - 7,384,945.71  1,603,831.81   sFT  0.99998643   -0 05 03.8
 LO0841;UTM  12      - 4,493,823.251   446,544.988   MT  0.99963517   -0 24 39.9
 LO0841
 LO0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0841!SPC UT C     -   0.99957388  x   0.99998643  =   0.99956032
 LO0841!UTM  12      -   0.99957388  x   0.99963517  =   0.99920921
 LO0841
 LO0841:                Primary Azimuth Mark                     Grid Az
 LO0841:SPC UT C     -  ALTA                                     169 13 28.8
 LO0841:UTM  12      -  ALTA                                     169 33 04.9
 LO0841
 LO0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4654493823(NAD 83)
 LO0841
 LO0841|---------------------------------------------------------------------|
 LO0841| PID    Reference Object                     Distance      Geod. Az  |
 LO0841|                                                           dddmmss.s |
 LO0841| CM4147 3S3E 0411 RM 1                       11.065 METERS 03012     |
 LO0841| LO0833 ALTA                                APPROX. 3.1 KM 1690825.0 |
 LO0841| CM4148 3S3E 0411 RM 2                        4.953 METERS 19216     |
 LO0841|---------------------------------------------------------------------|
 LO0841
 LO0841                          SUPERSEDED SURVEY CONTROL
 LO0841
 LO0841  NAD 83(1993)-  40 35 36.54128(N)    111 37 54.23904(W) AD(       ) 2
 LO0841  NAD 83(1986)-  40 35 36.52824(N)    111 37 54.23175(W) AD(       ) 2
 LO0841  NAD 27      -  40 35 36.71378(N)    111 37 51.49546(W) AD(       ) 2
 LO0841  NGVD 29 (07/19/86) 2731.7    (m)         8962.     (f) VERT ANG       
 LO0841
 LO0841.Superseded values are not recommended for survey control.
 LO0841
 LO0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0841.See file dsdata.pdf to determine how the superseded data were derived.
 LO0841
 LO0841_MARKER: X = CHISELED CROSS
 LO0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0841
 LO0841  HISTORY     - Date     Condition        Report By
 LO0841  HISTORY     - 1974     MONUMENTED       UT-035
 LO0841
 LO0841                          STATION DESCRIPTION
 LO0841
 LO0841'DESCRIBED BY SALT LAKE COUNTY UTAH 1974 (RS)
 LO0841'THIS STATION IS ABOUT 14 MILES EAST OF SANDY, 2.5 MILES SOUTHWEST
 LO0841'OF BRIGHTON AND 0.2 MILE EAST OF ALTA.
 LO0841'
 LO0841'TO REACH FROM SNOW LODGE GO WEST ON OILED ROAD FOR 0.1 MILE TO
 LO0841'A UTAH STATE ROAD COMMISSION EQUIPMENT SHED 136 AND CONTINUES
 LO0841'WEST FOR 0.2 MILE TO SIDE ROAD ON RIGHT, TURN RIGHT ON GRAVEL
 LO0841'ROAD FOR 100 FEET AND TURN RIGHT.  CONTINUE UP GRAVELED ROAD
 LO0841'FOR 0.15 MILE TO FORK IN ROAD, TAKE RIGHT FORK AND CONTINUE
 LO0841'EASTERLY ON GRAVELED ROAD FOR 0.4 MILE TO STATION ON RIGHT ABOUT
 LO0841'150 FEET SOUTH OF ROAD NEAR TELEPHONE POLE.
 LO0841'
 LO0841'STATION IS A PIECE OF DRILL STEEL SET IN CONCRETE 1 FOOT IN
 LO0841'DIAMETER ABOUT 1 FOOT ABOVE GROUND WITH CROSS CHISLED IN TOP OF
 LO0841'STEEL.  U.S.M.M. IS CHISLED IN CONCRETE.
 LO0841'
 LO0841'RM 1 IS A STANDARD COUNTY BRASS DISK CEMENTED IN A DRILL HOLE
 LO0841'IN A 2 FOOT BY 2 FOOT GRANITE ROCK PROTRUDING 0.5 FOOT ABOVE
 LO0841'GROUND AND IS STAMPED RM 1 2S2E 0411.
 LO0841'
 LO0841'RM 2 IS A STANDARD COUNTY BRASS DISK CEMENTED FLUSH IN A DRILL
 LO0841'HOLE IN A 3 FOOT BY 4 FOOT GRANITE ROCK PROTRUDING ABOUT 0.5
 LO0841'FOOT ABOVE GROUND AND IS STAMPED RM 2 3S3E 0411.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0837 ***********************************************************************
 HN0837  DESIGNATION -  4 124 C=ET U 163
 HN0837  PID         -  HN0837
 HN0837  STATE/COUNTY-  UT/GARFIELD
 HN0837  COUNTRY     -  US
 HN0837  USGS QUAD   -  GOOD HOPE BAY (2017)
 HN0837
 HN0837                         *CURRENT SURVEY CONTROL
 HN0837  ______________________________________________________________________
 HN0837* NAD 83(1994) POSITION- 37 44 31.61370(N) 110 28 41.77886(W)   ADJUSTED
 HN0837* NAVD 88 ORTHO HEIGHT -  1641.5   (meters)     5385.    (feet) VERTCON3
 HN0837  ______________________________________________________________________
 HN0837  GEOID HEIGHT    -        -21.363 (meters)                     GEOID18
 HN0837  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC18
 HN0837  HORZ ORDER      -  THIRD
 HN0837
 HN0837.The horizontal coordinates were established by classical geodetic methods
 HN0837.and adjusted by the National Geodetic Survey in November 1997.
 HN0837
 HN0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0837
 HN0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0837.GEOID18 height accuracy estimate available here.
 HN0837
 HN0837.Click photographs - Photos may exist for this station.
 HN0837
 HN0837.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0837
 HN0837. The following values were computed from the NAD 83(1994) position.
 HN0837
 HN0837;                    North         East     Units Scale Factor Converg.
 HN0837;SPC UT S     - 3,119,848.757   590,048.087   MT  0.99995156   +0 37 33.6
 HN0837;SPC UT S     -10,235,703.80  1,935,849.43   sFT  0.99995156   +0 37 33.6
 HN0837;UTM  12      - 4,177,330.868   545,966.435   MT  0.99962602   +0 19 09.7
 HN0837
 HN0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0837!SPC UT S     -   0.99974584  x   0.99995156  =   0.99969741
 HN0837!UTM  12      -   0.99974584  x   0.99962602  =   0.99937195
 HN0837
 HN0837:                Primary Azimuth Mark                     Grid Az
 HN0837:SPC UT S     -  ET U 163 OFFSET                          047 18 39.0
 HN0837:UTM  12      -  ET U 163 OFFSET                          047 37 02.9
 HN0837
 HN0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG4596677330(NAD 83)
 HN0837
 HN0837|---------------------------------------------------------------------|
 HN0837| PID    Reference Object                     Distance      Geod. Az  |
 HN0837|                                                           dddmmss.s |
 HN0837| HN0862 ET U 163 OFFSET                     APPROX. 3.0 KM 0475612.6 |
 HN0837|---------------------------------------------------------------------|
 HN0837
 HN0837                          SUPERSEDED SURVEY CONTROL
 HN0837
 HN0837  NAD 83(1986)-  37 44 31.60832(N)    110 28 41.77869(W) AD(       ) 3
 HN0837  NAD 27      -  37 44 31.64180(N)    110 28 39.27229(W) AD(       ) 3
 HN0837  NGVD 29 (07/19/86) 1640.5    (m)         5382.     (f) VERT ANG       
 HN0837
 HN0837.Superseded values are not recommended for survey control.
 HN0837
 HN0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0837.See file dsdata.pdf to determine how the superseded data were derived.
 HN0837
 HN0837_MARKER: DD = SURVEY DISK
 HN0837_SETTING: 80 = SET IN A BOULDER
 HN0837_STAMPING: 4 124 C 1952
 HN0837_MARK LOGO: USGS
 HN0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0837+STABILITY: SURFACE MOTION
 HN0837
 HN0837  HISTORY     - Date     Condition        Report By
 HN0837  HISTORY     - 1952     MONUMENTED       USGS
 HN0837  HISTORY     - 1959     GOOD             CGS
 HN0837  HISTORY     - 1963     GOOD             CGS
 HN0837
 HN0837                          STATION DESCRIPTION
 HN0837
 HN0837'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HN0837'LOCATED ABOUT 4.0 MI. S. OF HITE ON A SAGE-COVERED N.-S. MESA
 HN0837'OVERLOOKING THE COLORADO RIVER TO THE SE.  ON A SMALL ROUNDED
 HN0837'KNOB ON E. CENTRAL PART OF MESA.
 HN0837'
 HN0837'STATION REACHED BY HELICOPTER.
 HN0837'
 HN0837'STATION MARK--STANDARD TABLET STAMPED 4 124 C 1952 CEMENTED
 HN0837'IN BURIED BOULDER.
 HN0837
 HN0837                          STATION RECOVERY (1959)
 HN0837
 HN0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FEH)
 HN0837'STATION FOUND IN GOOD ORDER.
 HN0837'
 HN0837'LOCATED ABOUT 4.8 MI. SW. OF HITE AND 1.5 MI. W. OF THE
 HN0837'COLORADO RIVER AT MONTE CRISTO ISLAND, ON THE SW. EDGE OF
 HN0837'THE MESA.
 HN0837'
 HN0837'STATION REACHED BY HELICOPTER.
 HN0837'
 HN0837'STATION MARK--STANDARD TABLET STAMPED 4-124C 1952 AND ADDITIONALLY
 HN0837'STAMPED ET U 163 IN 1959.
 HN0837'
 HN0837'SIGNAL--FLASHING LIGHT CENTERED OVER STATION MARK.
 HN0837'
 HN0837'SIGNAL DATA--HIGH LIGHT 4.0 FT.
 HN0837'
 HN0837'LOW LIGHT 3.1
 HN0837
 HN0837                          STATION RECOVERY (1963)
 HN0837
 HN0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HN0837'RECOVERED IN GOOD CONDITION.
 HN0837'
 HN0837'STATION MARK--STANDARD TABLET, STAMPED ---4-124 C 1952---, AND
 HN0837'ADDITIONALLY STAMPED ---ET U 163--- IN 1959.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0648 ***********************************************************************
 JO0648  DESIGNATION -  4 DOR
 JO0648  PID         -  JO0648
 JO0648  STATE/COUNTY-  UT/BEAVER
 JO0648  COUNTRY     -  US
 JO0648  USGS QUAD   -  LAMERDORF PEAK NW (2017)
 JO0648
 JO0648                         *CURRENT SURVEY CONTROL
 JO0648  ______________________________________________________________________
 JO0648* NAD 83(1986) POSITION- 38 29 12.     (N) 113 40 44.     (W)   SCALED
 JO0648* NAVD 88 ORTHO HEIGHT -  1614.496 (meters)     5296.89  (feet) POSTED
 JO0648  ______________________________________________________________________
 JO0648  GEOID HEIGHT    -        -21.386 (meters)                     GEOID18
 JO0648  DYNAMIC HEIGHT  -       1612.76  (meters)     5291.2   (feet) COMP
 JO0648  MODELED GRAVITY -    979,497.1   (mgal)                       NAVD 88
 JO0648
 JO0648  VERT ORDER      -  * POSTED, SEE BELOW
 JO0648
 JO0648.The horizontal coordinates were scaled from a map and have
 JO0648.an estimated accuracy of +/- 6 seconds.
 JO0648
 JO0648.The orthometric height was determined by differential leveling
 JO0648.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0648
 JO0648.* This is a POSTED BENCH MARK height.
 JO0648
 JO0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0648.GEOID18 height accuracy estimate available here.
 JO0648
 JO0648.Click photographs - Photos may exist for this station.
 JO0648
 JO0648.The dynamic height is computed by dividing the NAVD 88
 JO0648.geopotential number by the normal gravity value computed on the
 JO0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0648.degrees latitude (g = 980.6199 gals.).
 JO0648
 JO0648.The modeled gravity was interpolated from observed gravity values.
 JO0648
 JO0648;                    North         East    Units  Estimated Accuracy
 JO0648;SPC UT S     - 3,204,210.      309,910.      MT  (+/- 180 meters Scaled)
 JO0648
 JO0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH663632(NAD 83)
 JO0648
 JO0648                          SUPERSEDED SURVEY CONTROL
 JO0648
 JO0648.No superseded survey control is available for this station.
 JO0648
 JO0648_MARKER: DB = BENCH MARK DISK
 JO0648_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0648_STAMPING: 4 DOR 1971 5293
 JO0648_MARK LOGO: USGS
 JO0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0648
 JO0648  HISTORY     - Date     Condition        Report By
 JO0648  HISTORY     - 1971     MONUMENTED       USGS
 JO0648
 JO0648                          STATION DESCRIPTION
 JO0648
 JO0648'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0648'73.5 KM (45.70 MI) NNW FROM LUND.
 JO0648'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0648'AND PINE VALLEY ROAD, PROCEED 45.7 MILES WEST AND NORTH ALONG PINE
 JO0648'VALLEY ROAD TO A POINT 1.0 MILE NORTH OF A ROAD CROSSING, 2.9 MILES
 JO0648'NORTH OF STATE HIGHWAY 21, 85 FEET EAST OF THE CENTER OF THE ROAD.  A
 JO0648'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 JO0648'PROJECTING 3 INCHES.
 JO0648'THE MARK IS 2.4 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0149 ***********************************************************************
 LO0149  DESIGNATION -  4 EMH
 LO0149  PID         -  LO0149
 LO0149  STATE/COUNTY-  UT/DUCHESNE
 LO0149  COUNTRY     -  US
 LO0149  USGS QUAD   -  TABIONA (2017)
 LO0149
 LO0149                         *CURRENT SURVEY CONTROL
 LO0149  ______________________________________________________________________
 LO0149* NAD 83(1986) POSITION- 40 17 39.     (N) 110 41 42.     (W)   SCALED
 LO0149* NAVD 88 ORTHO HEIGHT -  2075.662 (meters)     6809.90  (feet) ADJUSTED
 LO0149  ______________________________________________________________________
 LO0149  GEOID HEIGHT    -        -15.923 (meters)                     GEOID18
 LO0149  DYNAMIC HEIGHT  -       2073.550 (meters)     6802.97  (feet) COMP
 LO0149  MODELED GRAVITY -    979,534.1   (mgal)                       NAVD 88
 LO0149
 LO0149  VERT ORDER      -  SECOND    CLASS 0
 LO0149
 LO0149.The horizontal coordinates were scaled from a map and have
 LO0149.an estimated accuracy of +/- 6 seconds.
 LO0149
 LO0149.The orthometric height was determined by differential leveling and
 LO0149.adjusted by the NATIONAL GEODETIC SURVEY
 LO0149.in June 1991.
 LO0149
 LO0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0149.GEOID18 height accuracy estimate available here.
 LO0149
 LO0149.Click photographs - Photos may exist for this station.
 LO0149
 LO0149.The dynamic height is computed by dividing the NAVD 88
 LO0149.geopotential number by the normal gravity value computed on the
 LO0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0149.degrees latitude (g = 980.6199 gals.).
 LO0149
 LO0149.The modeled gravity was interpolated from observed gravity values.
 LO0149
 LO0149;                    North         East    Units  Estimated Accuracy
 LO0149;SPC UT C     - 2,218,000.      568,440.      MT  (+/- 180 meters Scaled)
 LO0149
 LO0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK259604(NAD 83)
 LO0149
 LO0149                          SUPERSEDED SURVEY CONTROL
 LO0149
 LO0149  NGVD 29 (??/??/92) 2074.292  (m)         6805.41   (f) ADJ UNCH    2 0
 LO0149
 LO0149.Superseded values are not recommended for survey control.
 LO0149
 LO0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0149.See file dsdata.pdf to determine how the superseded data were derived.
 LO0149
 LO0149_MARKER: DD = SURVEY DISK
 LO0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0149_SP_SET: CATTLE GUARD
 LO0149_STAMPING: 4 EMH 1959
 LO0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0149
 LO0149  HISTORY     - Date     Condition        Report By
 LO0149  HISTORY     - 1959     MONUMENTED       USGS
 LO0149  HISTORY     - 1962     GOOD             CGS
 LO0149
 LO0149                          STATION DESCRIPTION
 LO0149
 LO0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0149'6.75 MI S FROM TABIONA.
 LO0149'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0149'TABIONA, THENCE 3.85 MILES SOUTH ALONG STATE HIGHWAY 208, 15 FEET
 LO0149'EAST-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE
 LO0149'CENTER OF THE EAST-NORTHEAST CONCRETE HEAD WALL OF A STEEL RAIL CATTLE
 LO0149'GUARD, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0656 ***********************************************************************
 MS0656  DESIGNATION -  4 FMK
 MS0656  PID         -  MS0656
 MS0656  STATE/COUNTY-  UT/BOX ELDER
 MS0656  COUNTRY     -  US
 MS0656  USGS QUAD   -  PROHIBITION SPRING (2017)
 MS0656
 MS0656                         *CURRENT SURVEY CONTROL
 MS0656  ______________________________________________________________________
 MS0656* NAD 83(1986) POSITION- 41 34 52.     (N) 113 34 34.     (W)   SCALED
 MS0656* NAVD 88 ORTHO HEIGHT -  1486.699 (meters)     4877.61  (feet) ADJUSTED
 MS0656  ______________________________________________________________________
 MS0656  GEOID HEIGHT    -        -16.061 (meters)                     GEOID18
 MS0656  DYNAMIC HEIGHT  -       1485.613 (meters)     4874.05  (feet) COMP
 MS0656  MODELED GRAVITY -    979,840.9   (mgal)                       NAVD 88
 MS0656
 MS0656  VERT ORDER      -  FIRST     CLASS II
 MS0656
 MS0656.The horizontal coordinates were scaled from a map and have
 MS0656.an estimated accuracy of +/- 6 seconds.
 MS0656
 MS0656.The orthometric height was determined by differential leveling and
 MS0656.adjusted by the NATIONAL GEODETIC SURVEY
 MS0656.in June 1991.
 MS0656
 MS0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0656.GEOID18 height accuracy estimate available here.
 MS0656
 MS0656.Click photographs - Photos may exist for this station.
 MS0656
 MS0656.The dynamic height is computed by dividing the NAVD 88
 MS0656.geopotential number by the normal gravity value computed on the
 MS0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0656.degrees latitude (g = 980.6199 gals.).
 MS0656
 MS0656.The modeled gravity was interpolated from observed gravity values.
 MS0656
 MS0656;                    North         East    Units  Estimated Accuracy
 MS0656;SPC UT N     - 1,140,640.      326,890.      MT  (+/- 180 meters Scaled)
 MS0656
 MS0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM852064(NAD 83)
 MS0656
 MS0656                          SUPERSEDED SURVEY CONTROL
 MS0656
 MS0656.No superseded survey control is available for this station.
 MS0656
 MS0656_MARKER: DD = SURVEY DISK
 MS0656_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0656_STAMPING: 4 FMK 1971 4874
 MS0656_MARK LOGO: USGS
 MS0656_PROJECTION: PROJECTING 3 CENTIMETERS
 MS0656_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0656_ROD/PIPE-DEPTH: 4.6 meters
 MS0656
 MS0656  HISTORY     - Date     Condition        Report By
 MS0656  HISTORY     - 1971     MONUMENTED       USGS
 MS0656  HISTORY     - 1984     GOOD             NGS
 MS0656
 MS0656                          STATION DESCRIPTION
 MS0656
 MS0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0656'39.8 KM (24.7 MI) SW FROM PARK VALLEY.
 MS0656'39.79 KM (24.73 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0656'AT PARK VALLEY, ALONG THE WEST RIGHT OF WAY FENCE AT THE TOP OF A
 MS0656'SLIGHT RISE, 0.13 KM (0.08 MI) NORTH OF MILEPOST 31, 2.12 KM (1.32 MI)
 MS0656'NORTH OF A REST AREA, 30.2 METERS (99 FT) WEST OF THE HIGHWAY
 MS0656'CENTERLINE, 72.2 METERS (237 FT) NORTHWEST OF THE WEST END OF A
 MS0656'24-INCH CORRUGATED METAL PIPE CULVERT, 74.7 METERS (245 FT) SOUTHWEST
 MS0656'OF THE WEST END OF A 48-INCH CORRUGATED METAL PIPE CULVERT AND
 MS0656'0.3 METER (1 FT) EAST OF THE RIGHT OF WAY FENCE.
 MS0656'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 MS0656'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0355 ***********************************************************************
 LN0355  DESIGNATION -  4 HJH
 LN0355  PID         -  LN0355
 LN0355  STATE/COUNTY-  UT/DAGGETT
 LN0355  COUNTRY     -  US
 LN0355  USGS QUAD   -  FLAMING GORGE (2017)
 LN0355
 LN0355                         *CURRENT SURVEY CONTROL
 LN0355  ______________________________________________________________________
 LN0355* NAD 83(1986) POSITION- 40 59 06.17   (N) 109 32 28.71   (W)   HD_HELD1
 LN0355* NAVD 88 ORTHO HEIGHT -  1848.483 (meters)     6064.56  (feet) ADJUSTED
 LN0355  ______________________________________________________________________
 LN0355  GEOID HEIGHT    -        -14.285 (meters)                     GEOID18
 LN0355  DYNAMIC HEIGHT  -       1846.823 (meters)     6059.12  (feet) COMP
 LN0355  MODELED GRAVITY -    979,660.7   (mgal)                       NAVD 88
 LN0355
 LN0355  VERT ORDER      -  SECOND    CLASS 0
 LN0355
 LN0355.The horizontal coordinates were determined by differentially corrected
 LN0355.hand held GPS observations or other comparable positioning techniques
 LN0355.and have an estimated accuracy of +/- 3 meters.
 LN0355
 LN0355.The orthometric height was determined by differential leveling and
 LN0355.adjusted by the NATIONAL GEODETIC SURVEY
 LN0355.in June 1991.
 LN0355
 LN0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0355.GEOID18 height accuracy estimate available here.
 LN0355
 LN0355.Click photographs - Photos may exist for this station.
 LN0355
 LN0355.The dynamic height is computed by dividing the NAVD 88
 LN0355.geopotential number by the normal gravity value computed on the
 LN0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0355.degrees latitude (g = 980.6199 gals.).
 LN0355
 LN0355.The modeled gravity was interpolated from observed gravity values.
 LN0355
 LN0355;                    North         East    Units  Estimated Accuracy
 LN0355;SPC UT N     - 1,074,229.7     664,812.8     MT  (+/- 3 meters HH1 GPS) 
 LN0355
 LN0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL2270738121(NAD 83)
 LN0355
 LN0355                          SUPERSEDED SURVEY CONTROL
 LN0355
 LN0355  NGVD 29 (??/??/92) 1847.210  (m)         6060.39   (f) ADJ UNCH    2 0
 LN0355
 LN0355.Superseded values are not recommended for survey control.
 LN0355
 LN0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0355.See file dsdata.pdf to determine how the superseded data were derived.
 LN0355
 LN0355_MARKER: DB = BENCH MARK DISK
 LN0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0355_STAMPING: 4 HJH 6060 1950
 LN0355_MARK LOGO: USGS
 LN0355_PROJECTION: PROJECTING 25 CENTIMETERS
 LN0355_MAGNETIC: N = NO MAGNETIC MATERIAL
 LN0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0355+STABILITY: SURFACE MOTION
 LN0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0355+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2021
 LN0355
 LN0355  HISTORY     - Date     Condition        Report By
 LN0355  HISTORY     - 1950     MONUMENTED       USGS
 LN0355  HISTORY     - 1962     GOOD             CGS
 LN0355  HISTORY     - 20210612 GOOD             IGA
 LN0355
 LN0355                          STATION DESCRIPTION
 LN0355
 LN0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0355'6.6 MI E FROM LINWOOD.
 LN0355'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0355'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 1.6 MILES
 LN0355'NORTHEAST ALONG CLAY BASIN ROAD, 0.15 MILE WEST OF THE JUNCTION OF A
 LN0355'TRACK ROAD SOUTHEAST, AT THE SUMMIT OF A SMALL HILL, 19 FEET NORTH OF
 LN0355'THE CENTER LINE OF THE ROAD, 1.1 FEET SOUTH OF A WITNESS POST, ABOUT 2
 LN0355'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LN0355'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 LN0355
 LN0355                          STATION RECOVERY (2021)
 LN0355
 LN0355'RECOVERY NOTE BY IGAGE 2021 (MS)
 LN0355'NOW 10 INCHES (25 CM) ABOVE GROUND LEVEL.  PILLAR IS SOLID.  WITNESS
 LN0355'POST MISSING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0648 ***********************************************************************
 HO0648  DESIGNATION -  4 LRC
 HO0648  PID         -  HO0648
 HO0648  STATE/COUNTY-  UT/WASHINGTON
 HO0648  COUNTRY     -  US
 HO0648  USGS QUAD   -  CASTLE CLIFF (2017)
 HO0648
 HO0648                         *CURRENT SURVEY CONTROL
 HO0648  ______________________________________________________________________
 HO0648* NAD 83(1986) POSITION- 37 04 22.7    (N) 113 55 22.0    (W)   HD_HELD2
 HO0648* NAVD 88 ORTHO HEIGHT -  1121.313 (meters)     3678.84  (feet) POSTED
 HO0648  ______________________________________________________________________
 HO0648  GEOID HEIGHT    -        -24.957 (meters)                     GEOID18
 HO0648  DYNAMIC HEIGHT  -       1120.16  (meters)     3675.1   (feet) COMP
 HO0648  MODELED GRAVITY -    979,562.5   (mgal)                       NAVD 88
 HO0648
 HO0648  VERT ORDER      -  * POSTED, SEE BELOW
 HO0648
 HO0648.The horizontal coordinates were established by autonomous hand held GPS
 HO0648.observations and have an estimated accuracy of +/- 10 meters.
 HO0648
 HO0648.The orthometric height was determined by differential leveling
 HO0648.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0648
 HO0648.* This is a POSTED BENCH MARK height.
 HO0648
 HO0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0648.GEOID18 height accuracy estimate available here.
 HO0648
 HO0648.Click photographs - Photos may exist for this station.
 HO0648
 HO0648.The dynamic height is computed by dividing the NAVD 88
 HO0648.geopotential number by the normal gravity value computed on the
 HO0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0648.degrees latitude (g = 980.6199 gals.).
 HO0648
 HO0648.The modeled gravity was interpolated from observed gravity values.
 HO0648
 HO0648;                    North         East    Units  Estimated Accuracy
 HO0648;SPC UT S     - 3,047,884.      284,569.      MT  (+/- 10 meters HH2 GPS)
 HO0648
 HO0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG4016006964(NAD 83)
 HO0648
 HO0648                          SUPERSEDED SURVEY CONTROL
 HO0648
 HO0648  NGVD 29 (??/??/92) 1120.51   (m)         3676.2    (f) COMPUTED    2 0
 HO0648
 HO0648.Superseded values are not recommended for survey control.
 HO0648
 HO0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0648.See file dsdata.pdf to determine how the superseded data were derived.
 HO0648
 HO0648_MARKER: DD = SURVEY DISK
 HO0648_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0648_STAMPING: 4 LRC 1973 3676
 HO0648_MARK LOGO: USGS
 HO0648_PROJECTION: FLUSH
 HO0648_MAGNETIC: I = MARKER IS A STEEL ROD
 HO0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0648+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HO0648
 HO0648  HISTORY     - Date     Condition        Report By
 HO0648  HISTORY     - 1973     MONUMENTED       USGS
 HO0648
 HO0648                          STATION DESCRIPTION
 HO0648
 HO0648'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HO0648'FROM THE POST OFFICE IN MESQUITE, UTAH, PROCEED 24.7 MILES NORTHEAST
 HO0648'ALONG U S HIGHWAY 91 TO A POINT 2.3 MILES NORTHWEST OF CASTLE ROCK
 HO0648'CLIFF, ALONG LYTLE RANCH ROAD TO THE TOP OF A RISE, ABOUT 0.25 MILES
 HO0648'PAST A PIPE LINE ROAD, 46 FEET SOUTHWEST OF THE CENTER OF A DIRT
 HO0648'ROAD, 31 FEET NORTHWEST OF THE TRUNK OF A JOSHUA TREE, ON A 5/8 INCH
 HO0648'COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH
 HO0648'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0612 ***********************************************************************
 JO0612  DESIGNATION -  40 DOR
 JO0612  PID         -  JO0612
 JO0612  STATE/COUNTY-  UT/IRON
 JO0612  COUNTRY     -  US
 JO0612  USGS QUAD   -  MOUNTAIN SPRING PEAK (2017)
 JO0612
 JO0612                         *CURRENT SURVEY CONTROL
 JO0612  ______________________________________________________________________
 JO0612* NAD 83(1986) POSITION- 38 01 52.     (N) 113 36 33.     (W)   SCALED
 JO0612* NAVD 88 ORTHO HEIGHT -  1709.850 (meters)     5609.73  (feet) POSTED
 JO0612  ______________________________________________________________________
 JO0612  GEOID HEIGHT    -        -22.151 (meters)                     GEOID18
 JO0612  DYNAMIC HEIGHT  -       1707.95  (meters)     5603.5   (feet) COMP
 JO0612  MODELED GRAVITY -    979,455.5   (mgal)                       NAVD 88
 JO0612
 JO0612  VERT ORDER      -  * POSTED, SEE BELOW
 JO0612
 JO0612.The horizontal coordinates were scaled from a map and have
 JO0612.an estimated accuracy of +/- 6 seconds.
 JO0612
 JO0612.The orthometric height was determined by differential leveling
 JO0612.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0612
 JO0612.* This is a POSTED BENCH MARK height.
 JO0612
 JO0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0612.GEOID18 height accuracy estimate available here.
 JO0612
 JO0612.Click photographs - Photos may exist for this station.
 JO0612
 JO0612.The dynamic height is computed by dividing the NAVD 88
 JO0612.geopotential number by the normal gravity value computed on the
 JO0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0612.degrees latitude (g = 980.6199 gals.).
 JO0612
 JO0612.The modeled gravity was interpolated from observed gravity values.
 JO0612
 JO0612;                    North         East    Units  Estimated Accuracy
 JO0612;SPC UT S     - 3,153,520.      314,850.      MT  (+/- 180 meters Scaled)
 JO0612
 JO0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH709124(NAD 83)
 JO0612
 JO0612                          SUPERSEDED SURVEY CONTROL
 JO0612
 JO0612.No superseded survey control is available for this station.
 JO0612
 JO0612_MARKER: DB = BENCH MARK DISK
 JO0612_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0612_STAMPING: 40 DOR 1971
 JO0612_MARK LOGO: USGS
 JO0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0612
 JO0612  HISTORY     - Date     Condition        Report By
 JO0612  HISTORY     - 1971     MONUMENTED       USGS
 JO0612
 JO0612                          STATION DESCRIPTION
 JO0612
 JO0612'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 JO0612'16.7 KM (10.40 MI) NW FROM LUND.
 JO0612'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0612'AND PINE VALLEY ROAD, PROCEED 10.4 MILES NORTHWEST ALONG PINE VALLEY
 JO0612'ROAD TO A PINE VALLEY SIGN, 76 FEET NORTHEAST OF THE SIGN, 57 FEET
 JO0612'EAST OF THE CENTER OF THE ROAD, 55 FEET SOUTH OF A DRAIN.  A
 JO0612'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 JO0612'PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0964 ***********************************************************************
 HN0964  DESIGNATION -  40 MILE
 HN0964  PID         -  HN0964
 HN0964  STATE/COUNTY-  UT/KANE
 HN0964  COUNTRY     -  US
 HN0964  USGS QUAD   -  STEVENS CANYON SOUTH (2017)
 HN0964
 HN0964                         *CURRENT SURVEY CONTROL
 HN0964  ______________________________________________________________________
 HN0964* NAD 83(1994) POSITION- 37 23 58.34128(N) 110 59 24.07946(W)   ADJUSTED
 HN0964* NAVD 88 ORTHO HEIGHT -  1436.5   (meters)     4713.    (feet) VERTCON3
 HN0964  ______________________________________________________________________
 HN0964  GEOID HEIGHT    -        -22.447 (meters)                     GEOID18
 HN0964  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 HN0964  HORZ ORDER      -  SECOND
 HN0964
 HN0964.The horizontal coordinates were established by classical geodetic methods
 HN0964.and adjusted by the National Geodetic Survey in November 1997.
 HN0964
 HN0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0964
 HN0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0964.GEOID18 height accuracy estimate available here.
 HN0964
 HN0964.Click photographs - Photos may exist for this station.
 HN0964
 HN0964.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0964
 HN0964. The following values were computed from the NAD 83(1994) position.
 HN0964
 HN0964;                    North         East     Units Scale Factor Converg.
 HN0964;SPC UT S     - 3,081,459.569   545,153.958   MT  0.99997368   +0 18 44.8
 HN0964;SPC UT S     -10,109,755.27  1,788,559.28   sFT  0.99997368   +0 18 44.8
 HN0964;UTM  12      - 4,139,196.102   500,883.130   MT  0.99960001   +0 00 21.8
 HN0964
 HN0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0964!SPC UT S     -   0.99977815  x   0.99997368  =   0.99975184
 HN0964!UTM  12      -   0.99977815  x   0.99960001  =   0.99937825
 HN0964
 HN0964:                Primary Azimuth Mark                     Grid Az
 HN0964:SPC UT S     -  40 MILE AZ MK                            285 44 47.3
 HN0964:UTM  12      -  40 MILE AZ MK                            286 03 10.3
 HN0964
 HN0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0088339196(NAD 83)
 HN0964
 HN0964|---------------------------------------------------------------------|
 HN0964| PID    Reference Object                     Distance      Geod. Az  |
 HN0964|                                                           dddmmss.s |
 HN0964| CM6819 40 MILE RM 1                         12.000 METERS 09521     |
 HN0964| CM6818 40 MILE AZ MK                                      2860332.1 |
 HN0964| CM6820 40 MILE RM 2                         15.250 METERS 35441     |
 HN0964|---------------------------------------------------------------------|
 HN0964
 HN0964                          SUPERSEDED SURVEY CONTROL
 HN0964
 HN0964  NAD 83(1992)-  37 23 58.33715(N)    110 59 24.07913(W) AD(       ) 2
 HN0964  NAD 83(1986)-  37 23 58.33679(N)    110 59 24.07911(W) AD(       ) 2
 HN0964  NAD 27      -  37 23 58.37192(N)    110 59 21.51771(W) AD(       ) 2
 HN0964  NGVD 29 (07/19/86) 1435.4    (m)         4709.     (f) VERT ANG       
 HN0964
 HN0964.Superseded values are not recommended for survey control.
 HN0964
 HN0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0964.See file dsdata.pdf to determine how the superseded data were derived.
 HN0964
 HN0964_MARKER: DS = TRIANGULATION STATION DISK
 HN0964_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HN0964_STAMPING: 40 MILE 1936
 HN0964_MARK LOGO: CGS
 HN0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0964
 HN0964  HISTORY     - Date     Condition        Report By
 HN0964  HISTORY     - 1936     MONUMENTED       CGS
 HN0964  HISTORY     - 1953     GOOD             USGS
 HN0964  HISTORY     - 1953     GOOD             USGS
 HN0964  HISTORY     - 1959     GOOD             USGS
 HN0964  HISTORY     - 1963     GOOD             CGS
 HN0964
 HN0964                          STATION DESCRIPTION
 HN0964
 HN0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HN0964'ABOUT 42 MILES (AIR LINE) SOUTHEAST OF ESCALANTE, ABOUT 8
 HN0964'MILES DUE EAST OF WILLOW SPRING CONCRETE RESERVOIR (NEAREST
 HN0964'WATER TO STATION), 5-1/2 MILES NORTHWEST OF 40 MILE GULCH,
 HN0964'ABOUT 4-1/2 MILES SOUTHWEST OF ESCALANTE RIVER, ABOUT 2 MILES
 HN0964'SOUTHEAST OF MOUTH OF COYOTE GULCH, ON TOP OF LOW
 HN0964'SAGEBRUSH-COVERED MESA WHICH IS KNOWN LOCALLY AS 40 MILE RIDGE,
 HN0964'AND ABOUT 200 YARDS SOUTHWEST OF MOST NORTHERN POINT OF
 HN0964'MESA.  TO REACH FROM ESCALANTE, GO TO WILLOW SPRINGS CONCRETE
 HN0964'RESERVOIR WHICH IS ABOUT 40 MILES BY ROAD TO SOUTHEAST
 HN0964'AND IS END OF TRUCK TRAVEL.  FROM HERE GO DOWN HURRICAN
 HN0964'GULCH (NORTHEAST) FOR ABOUT 25 MINUTES ON FAST WALKING
 HN0964'HORSES.  LEAVE GULCH AND TURN RIGHT (EAST) ACROSS
 HN0964'COUNTRY FOR ABOUT 1 HOUR TO WHAT APPEARS TO BE HIGHEST
 HN0964'POINT ON RIDGE.  THEN HEAD EAST ACROSS SANDY FLATS FOR
 HN0964'ABOUT 1 HOUR TO TOP OF LOW MESA THAT IS FAIRLY STEEP AT ITS
 HN0964'NORTHWEST EDGE AND SLOPES GRADUALLY TO SOUTH AND
 HN0964'SOUTHEAST.  TURN LEFT AND GO NORTH TO NORTH PART OF MESA
 HN0964'AND STATION SITE.  SURFACE MARK IS STANDARD STATION DISK IN
 HN0964'PIPE, PROJECTING ABOUT 12 INCHES ABOVE GROUND.
 HN0964'UNDERGROUND MARK IS STANDARD STATION DISK IN CONCRETE.
 HN0964'REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK IN
 HN0964'PIPE, PROJECTING 8 INCHES ABOVE GROUND, 12.000 METERS
 HN0964'(39.37 FEET) EAST OF STATION.
 HN0964'REFERENCE MARK NO. 2 IS STANDARD REFERENCE DISK IN OUTCROPPING
 HN0964'BEDROCK, ON NORTHWEST EDGE OF MESA, AND 15.296
 HN0964'METERS (50.18 FEET) NORTH-NORTHWEST OF STATION.
 HN0964'DISTANCE BETWEEN REFERENCE MARKS IS 69.29
 HN0964'FEET.  AZIMUTH MARK IS STANDARD AZIMUTH DISK IN LARGE
 HN0964'ROCK OUTCROP, 1/2 MILE WEST OF STATION.
 HN0964
 HN0964                          STATION RECOVERY (1953)
 HN0964
 HN0964'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (JCO)
 HN0964'STATION FOUND AS DESCRIBED BY C AND GS.  TRUCK CAN STILL
 HN0964'BE DRIVEN TO STATION FOLLOWING SAME ROUTE.  ALL MARKS IN
 HN0964'GOOD CONDITION.
 HN0964
 HN0964                          STATION RECOVERY (1953)
 HN0964
 HN0964'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (JPM)
 HN0964'ALL MARKS FOUND IN GOOD CONDITION AS DESCRIBED BY C AND GS.
 HN0964
 HN0964                          STATION RECOVERY (1959)
 HN0964
 HN0964'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959 (YY)
 HN0964'STATION FOUND AS DESCRIBED AND IN GOOD CONDITION.
 HN0964'
 HN0964'SIGNAL--FLASHING LIGHT CENTERED OVER STATION MARK.
 HN0964'
 HN0964'SIGNAL DATA--LIGHT 2.7 FT.
 HN0964
 HN0964                          STATION RECOVERY (1963)
 HN0964
 HN0964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0964'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HN0964'CONDITION.  A SLIGHT DIFFERENCE IN THE DISTANCE TO REFERENCE
 HN0964'MARK 2 AND BETWEEN THE REFERENCE MARKS WAS FOUND AND NOTED
 HN0964'IN THE FIELD.
 HN0964'
 HN0964'THE STATION WAS REACHED BY HELICOPTER FROM THE AIRSTRIP AT
 HN0964'HOLE-IN-THE-ROCK CROSSING ON THE COLORADO RIVER BY FLYING
 HN0964'NORTHWEST ON A TRUE COURSE OF 334 DEGREES FOR ABOUT 9 MILES
 HN0964'TO THE STATION.  THE 1936 ROUTE TO THE STATION WAS NOT CHECKED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0611 ***********************************************************************
 JO0611  DESIGNATION -  41 DOR
 JO0611  PID         -  JO0611
 JO0611  STATE/COUNTY-  UT/IRON
 JO0611  COUNTRY     -  US
 JO0611  USGS QUAD   -  MOUNTAIN SPRING PEAK (2017)
 JO0611
 JO0611                         *CURRENT SURVEY CONTROL
 JO0611  ______________________________________________________________________
 JO0611* NAD 83(1986) POSITION- 38 01 32.     (N) 113 36 03.     (W)   SCALED
 JO0611* NAVD 88 ORTHO HEIGHT -  1694.937 (meters)     5560.81  (feet) POSTED
 JO0611  ______________________________________________________________________
 JO0611  GEOID HEIGHT    -        -22.173 (meters)                     GEOID18
 JO0611  DYNAMIC HEIGHT  -       1693.05  (meters)     5554.6   (feet) COMP
 JO0611  MODELED GRAVITY -    979,456.0   (mgal)                       NAVD 88
 JO0611
 JO0611  VERT ORDER      -  * POSTED, SEE BELOW
 JO0611
 JO0611.The horizontal coordinates were scaled from a map and have
 JO0611.an estimated accuracy of +/- 6 seconds.
 JO0611
 JO0611.The orthometric height was determined by differential leveling
 JO0611.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0611
 JO0611.* This is a POSTED BENCH MARK height.
 JO0611
 JO0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0611.GEOID18 height accuracy estimate available here.
 JO0611
 JO0611.Click photographs - Photos may exist for this station.
 JO0611
 JO0611.The dynamic height is computed by dividing the NAVD 88
 JO0611.geopotential number by the normal gravity value computed on the
 JO0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0611.degrees latitude (g = 980.6199 gals.).
 JO0611
 JO0611.The modeled gravity was interpolated from observed gravity values.
 JO0611
 JO0611;                    North         East    Units  Estimated Accuracy
 JO0611;SPC UT S     - 3,152,890.      315,570.      MT  (+/- 180 meters Scaled)
 JO0611
 JO0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH717118(NAD 83)
 JO0611
 JO0611                          SUPERSEDED SURVEY CONTROL
 JO0611
 JO0611.No superseded survey control is available for this station.
 JO0611
 JO0611_MARKER: DB = BENCH MARK DISK
 JO0611_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0611_STAMPING: 41 DOR 1971
 JO0611_MARK LOGO: USGS
 JO0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0611
 JO0611  HISTORY     - Date     Condition        Report By
 JO0611  HISTORY     - 1971     MONUMENTED       USGS
 JO0611
 JO0611                          STATION DESCRIPTION
 JO0611
 JO0611'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 JO0611'15.6 KM (9.70 MI) NW FROM LUND.
 JO0611'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0611'AND PINE VALLEY ROAD, PROCEED 9.7 MILES NORTHWEST ALONG PINE VALLEY
 JO0611'ROAD TO A T-ROAD NORTH, 44 FEET NORTHEAST OF THE CENTER OF PINE
 JO0611'VALLEY ROAD, 34 FEET NORTHWEST OF THE CENTER OF THE T-ROAD.  A
 JO0611'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 JO0611'PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0529 ***********************************************************************
 MR0529  DESIGNATION -  41 FMK
 MR0529  PID         -  MR0529
 MR0529  STATE/COUNTY-  UT/WEBER
 MR0529  COUNTRY     -  US
 MR0529  USGS QUAD   -  OGDEN (2017)
 MR0529
 MR0529                         *CURRENT SURVEY CONTROL
 MR0529  ______________________________________________________________________
 MR0529* NAD 83(1986) POSITION- 41 09 18.     (N) 111 58 36.     (W)   SCALED
 MR0529* NAVD 88 ORTHO HEIGHT -  1346.152 (meters)     4416.50  (feet) ADJUSTED
 MR0529  ______________________________________________________________________
 MR0529  GEOID HEIGHT    -        -16.755 (meters)                     GEOID18
 MR0529  DYNAMIC HEIGHT  -       1345.100 (meters)     4413.05  (feet) COMP
 MR0529  MODELED GRAVITY -    979,796.4   (mgal)                       NAVD 88
 MR0529
 MR0529  VERT ORDER      -  FIRST     CLASS II
 MR0529
 MR0529.The horizontal coordinates were scaled from a map and have
 MR0529.an estimated accuracy of +/- 6 seconds.
 MR0529
 MR0529.The orthometric height was determined by differential leveling and
 MR0529.adjusted by the NATIONAL GEODETIC SURVEY
 MR0529.in June 1991.
 MR0529
 MR0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0529.GEOID18 height accuracy estimate available here.
 MR0529
 MR0529.Click photographs - Photos may exist for this station.
 MR0529
 MR0529.The dynamic height is computed by dividing the NAVD 88
 MR0529.geopotential number by the normal gravity value computed on the
 MR0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0529.degrees latitude (g = 980.6199 gals.).
 MR0529
 MR0529.The modeled gravity was interpolated from observed gravity values.
 MR0529
 MR0529;                    North         East    Units  Estimated Accuracy
 MR0529;SPC UT N     - 1,091,360.      459,990.      MT  (+/- 180 meters Scaled)
 MR0529
 MR0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL180564(NAD 83)
 MR0529
 MR0529                          SUPERSEDED SURVEY CONTROL
 MR0529
 MR0529  NGVD 29 (06/08/92) 1345.123  (m)         4413.12   (f) ADJUSTED    1 2
 MR0529
 MR0529.Superseded values are not recommended for survey control.
 MR0529
 MR0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0529.See file dsdata.pdf to determine how the superseded data were derived.
 MR0529
 MR0529_MARKER: DB = BENCH MARK DISK
 MR0529_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MR0529_STAMPING: 41 FMK 1974
 MR0529_MARK LOGO: USGS
 MR0529_PROJECTION: FLUSH
 MR0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0529_ROD/PIPE-DEPTH: 3.0 meters
 MR0529
 MR0529  HISTORY     - Date     Condition        Report By
 MR0529  HISTORY     - 1974     MONUMENTED       USGS
 MR0529  HISTORY     - 1983     GOOD             NGS
 MR0529
 MR0529                          STATION DESCRIPTION
 MR0529
 MR0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0529'8.3 KM (5.15 MI) SOUTH FROM OGDEN.
 MR0529'8.3 KM (5.15 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0529'STATION IN OGDEN, 25.7 METERS (84.3 FT) EAST OF RAILROAD SIGN NUMBER
 MR0529'65-45, 16.4 METERS (53.8 FT) WEST OF A UTILITY POLE, 7.6 METERS (24.9
 MR0529'FT) NORTH OF THE NEAR RAIL, AND 2.5 METERS (8.4 FT) EAST OF A FENCE
 MR0529'CORNER.  NOTE=THE DISK IS CRIMPED TO THE TOP OF A COPPER-COATED STEEL
 MR0529'ROD THAT IS ENCASED IN A 6-INCH BLACK PLASTIC PIPE.
 MR0529'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 MR0529'THE MARK IS 0.6 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0013 ***********************************************************************
 JN0013  DESIGNATION -  4187
 JN0013  PID         -  JN0013
 JN0013  STATE/COUNTY-  UT/GRAND
 JN0013  COUNTRY     -  US
 JN0013  USGS QUAD   -  GREEN RIVER NE (2017)
 JN0013
 JN0013                         *CURRENT SURVEY CONTROL
 JN0013  ______________________________________________________________________
 JN0013* NAD 83(1986) POSITION- 38 58 54.     (N) 110 05 51.     (W)   SCALED
 JN0013* NAVD 88 ORTHO HEIGHT -  1277.629 (meters)     4191.69  (feet) ADJUSTED
 JN0013  ______________________________________________________________________
 JN0013  GEOID HEIGHT    -        -20.218 (meters)                     GEOID18
 JN0013  DYNAMIC HEIGHT  -       1276.387 (meters)     4187.61  (feet) COMP
 JN0013  MODELED GRAVITY -    979,612.4   (mgal)                       NAVD 88
 JN0013
 JN0013  VERT ORDER      -  FIRST     CLASS II
 JN0013
 JN0013.The horizontal coordinates were scaled from a map and have
 JN0013.an estimated accuracy of +/- 6 seconds.
 JN0013
 JN0013.The orthometric height was determined by differential leveling and
 JN0013.adjusted by the NATIONAL GEODETIC SURVEY
 JN0013.in June 1991.
 JN0013
 JN0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0013.GEOID18 height accuracy estimate available here.
 JN0013
 JN0013.Click photographs - Photos may exist for this station.
 JN0013
 JN0013.The dynamic height is computed by dividing the NAVD 88
 JN0013.geopotential number by the normal gravity value computed on the
 JN0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0013.degrees latitude (g = 980.6199 gals.).
 JN0013
 JN0013.The modeled gravity was interpolated from observed gravity values.
 JN0013
 JN0013;                    North         East    Units  Estimated Accuracy
 JN0013;SPC UT C     - 2,072,930.      621,520.      MT  (+/- 180 meters Scaled)
 JN0013
 JN0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ781151(NAD 83)
 JN0013
 JN0013                          SUPERSEDED SURVEY CONTROL
 JN0013
 JN0013  NGVD 29 (??/??/92) 1276.644  (m)         4188.46   (f) ADJ UNCH    1 2
 JN0013
 JN0013.Superseded values are not recommended for survey control.
 JN0013
 JN0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0013.See file dsdata.pdf to determine how the superseded data were derived.
 JN0013
 JN0013_MARKER: DD = SURVEY DISK
 JN0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JN0013_SP_SET: CULVERT
 JN0013_STAMPING: 4187 55 A
 JN0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0013
 JN0013  HISTORY     - Date     Condition        Report By
 JN0013  HISTORY     - 1910     MONUMENTED       USGS
 JN0013  HISTORY     - 1934     MARK NOT FOUND   CGS
 JN0013  HISTORY     - 20091002 MARK NOT FOUND   GEOCAC
 JN0013
 JN0013                          STATION DESCRIPTION
 JN0013
 JN0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0013'4.0 MI E FROM GREEN RIVER.
 JN0013'IN GRAND COUNTY, 4.0 MILES EAST ALONG THE DENVER AND RIO GRANDE
 JN0013'WESTERN RAILROAD FROM GREEN RIVER, EMERY COUNTY, ABOUT 300 FEET NORTH
 JN0013'OF MILEPOST 551, AND IN THE EAST END OF A CONCRETE CULVERT UNDER THE
 JN0013'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4187
 JN0013'55 A.  NOTE-- IT IS POSSIBLE THAT A NEW CULVERT HAS BEEN BUILT.
 JN0013
 JN0013                          STATION RECOVERY (2009)
 JN0013
 JN0013'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JN0013'CONCRETE CULVERT REPLACED WITH METAL TUBE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0610 ***********************************************************************
 JO0610  DESIGNATION -  42 DOR
 JO0610  PID         -  JO0610
 JO0610  STATE/COUNTY-  UT/IRON
 JO0610  COUNTRY     -  US
 JO0610  USGS QUAD   -  MOUNTAIN SPRING PEAK (2017)
 JO0610
 JO0610                         *CURRENT SURVEY CONTROL
 JO0610  ______________________________________________________________________
 JO0610* NAD 83(1986) POSITION- 38 01 15.     (N) 113 35 26.     (W)   SCALED
 JO0610* NAVD 88 ORTHO HEIGHT -  1685.230 (meters)     5528.96  (feet) POSTED
 JO0610  ______________________________________________________________________
 JO0610  GEOID HEIGHT    -        -22.195 (meters)                     GEOID18
 JO0610  DYNAMIC HEIGHT  -       1683.36  (meters)     5522.8   (feet) COMP
 JO0610  MODELED GRAVITY -    979,458.0   (mgal)                       NAVD 88
 JO0610
 JO0610  VERT ORDER      -  * POSTED, SEE BELOW
 JO0610
 JO0610.The horizontal coordinates were scaled from a map and have
 JO0610.an estimated accuracy of +/- 6 seconds.
 JO0610
 JO0610.The orthometric height was determined by differential leveling
 JO0610.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0610
 JO0610.* This is a POSTED BENCH MARK height.
 JO0610
 JO0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0610.GEOID18 height accuracy estimate available here.
 JO0610
 JO0610.Click photographs - Photos may exist for this station.
 JO0610
 JO0610.The dynamic height is computed by dividing the NAVD 88
 JO0610.geopotential number by the normal gravity value computed on the
 JO0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0610.degrees latitude (g = 980.6199 gals.).
 JO0610
 JO0610.The modeled gravity was interpolated from observed gravity values.
 JO0610
 JO0610;                    North         East    Units  Estimated Accuracy
 JO0610;SPC UT S     - 3,152,340.      316,460.      MT  (+/- 180 meters Scaled)
 JO0610
 JO0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH726112(NAD 83)
 JO0610
 JO0610                          SUPERSEDED SURVEY CONTROL
 JO0610
 JO0610  NGVD 29 (??/??/92) 1684.13   (m)         5525.3    (f) COMPUTED    2 0
 JO0610
 JO0610.Superseded values are not recommended for survey control.
 JO0610
 JO0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0610.See file dsdata.pdf to determine how the superseded data were derived.
 JO0610
 JO0610_MARKER: DB = BENCH MARK DISK
 JO0610_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0610_STAMPING: 42 DOR 1971
 JO0610_MARK LOGO: USGS
 JO0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0610
 JO0610  HISTORY     - Date     Condition        Report By
 JO0610  HISTORY     - 1971     MONUMENTED       USGS
 JO0610
 JO0610                          STATION DESCRIPTION
 JO0610
 JO0610'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 JO0610'14.6 KM (9.10 MI) NW FROM LUND.
 JO0610'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0610'AND PINE VALLEY ROAD, PROCEED 9.1 MILES NORTHWEST ALONG PINE VALLEY
 JO0610'ROAD TO A Y-ROAD NORTH, 87 FEET SOUTHEAST OF THE MOUNTAIN SPRING
 JO0610'SIGN, 45 FEET EAST OF THE CENTER OF PINE VALLEY ROAD, 28 FEET EAST OF
 JO0610'THE Y-ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH
 JO0610'ENCASED IN A PIPE PROJECTING 3 INCHES.
 JO0610'THE MARK IS 2 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0396 ***********************************************************************
 KM0396  DESIGNATION -  42 FMK
 KM0396  PID         -  KM0396
 KM0396  STATE/COUNTY-  UT/GRAND
 KM0396  COUNTRY     -  US
 KM0396  USGS QUAD   -  BITTER CREEK WELL (2017)
 KM0396
 KM0396                         *CURRENT SURVEY CONTROL
 KM0396  ______________________________________________________________________
 KM0396* NAD 83(1986) POSITION- 39 12 21.7    (N) 109 04 34.8    (W)   HD_HELD2
 KM0396* NAVD 88 ORTHO HEIGHT -  1412.579 (meters)     4634.44  (feet) POSTED
 KM0396  ______________________________________________________________________
 KM0396  GEOID HEIGHT    -        -17.952 (meters)                     GEOID18
 KM0396  DYNAMIC HEIGHT  -       1411.22  (meters)     4630.0   (feet) COMP
 KM0396  MODELED GRAVITY -    979,615.1   (mgal)                       NAVD 88
 KM0396
 KM0396  VERT ORDER      -  * POSTED, SEE BELOW
 KM0396
 KM0396.The horizontal coordinates were established by autonomous hand held GPS
 KM0396.observations and have an estimated accuracy of +/- 10 meters.
 KM0396
 KM0396.The orthometric height was determined by differential leveling
 KM0396.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0396
 KM0396.* This is a POSTED BENCH MARK height.
 KM0396
 KM0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0396.GEOID18 height accuracy estimate available here.
 KM0396
 KM0396.Click photographs - Photos may exist for this station.
 KM0396
 KM0396.The dynamic height is computed by dividing the NAVD 88
 KM0396.geopotential number by the normal gravity value computed on the
 KM0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0396.degrees latitude (g = 980.6199 gals.).
 KM0396
 KM0396.The modeled gravity was interpolated from observed gravity values.
 KM0396
 KM0396;                    North         East    Units  Estimated Accuracy
 KM0396;SPC UT C     - 2,099,722.      709,309.      MT  (+/- 10 meters HH2 GPS)
 KM0396
 KM0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ6609541402(NAD 83)
 KM0396
 KM0396                          SUPERSEDED SURVEY CONTROL
 KM0396
 KM0396  NGVD 29 (??/??/92) 1411.49   (m)         4630.9    (f) COMPUTED    2 0
 KM0396
 KM0396.Superseded values are not recommended for survey control.
 KM0396
 KM0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0396.See file dsdata.pdf to determine how the superseded data were derived.
 KM0396
 KM0396_MARKER: DD = SURVEY DISK
 KM0396_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KM0396_SP_SET: CONCRETE BRIDGE ABUTMENT
 KM0396_STAMPING: 42 FMK 1969 4631
 KM0396_MARK LOGO: USGS
 KM0396_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KM0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0396+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 KM0396
 KM0396  HISTORY     - Date     Condition        Report By
 KM0396  HISTORY     - 1969     MONUMENTED       USGS
 KM0396  HISTORY     - 20051213 GOOD             GEOCAC
 KM0396
 KM0396                          STATION DESCRIPTION
 KM0396
 KM0396'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0396'FROM MACK, COLORADO, PROCEED 13.4 MILES NORTHWEST ALONG U. S.
 KM0396'HIGHWAYS 6 AND 50, 1.4 MILES WEST OF COLORADO-UTAH STATE LINE
 KM0396'CROSSING, TO A BRIDGE OVER WEST BITTER CREEK, 17 FEET NORTH OF THE
 KM0396'CENTERLINE OF THE ROAD, IN SOUTHWEST ABUTMENT.
 KM0396
 KM0396                          STATION RECOVERY (2005)
 KM0396
 KM0396'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0396'MARK IS IN NORTH WEST ABUTMENT OF BRIDGE
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0529 ***********************************************************************
 LO0529  DESIGNATION -  4219.746
 LO0529  PID         -  LO0529
 LO0529  STATE/COUNTY-  UT/DAVIS
 LO0529  COUNTRY     -  US
 LO0529  USGS QUAD   -  FARMINGTON (2017)
 LO0529
 LO0529                         *CURRENT SURVEY CONTROL
 LO0529  ______________________________________________________________________
 LO0529* NAD 83(1986) POSITION- 40 56 33.2    (N) 111 53 30.3    (W)   HD_HELD2
 LO0529* NAVD 88 ORTHO HEIGHT -  1287.103 (meters)     4222.77  (feet) ADJUSTED
 LO0529  ______________________________________________________________________
 LO0529  GEOID HEIGHT    -        -16.611 (meters)                     GEOID18
 LO0529  DYNAMIC HEIGHT  -       1286.116 (meters)     4219.53  (feet) COMP
 LO0529  MODELED GRAVITY -    979,813.5   (mgal)                       NAVD 88
 LO0529  OBS GRAVITY     -    979,810.2   (mgal)                       GRAV_OBS
 LO0529
 LO0529  VERT ORDER      -  FIRST     CLASS I
 LO0529
 LO0529.The horizontal coordinates were established by autonomous hand held GPS
 LO0529.observations and have an estimated accuracy of +/- 10 meters.
 LO0529
 LO0529.The orthometric height was determined by differential leveling and
 LO0529.adjusted by the NATIONAL GEODETIC SURVEY
 LO0529.in June 1991.
 LO0529
 LO0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0529.GEOID18 height accuracy estimate available here.
 LO0529
 LO0529.Click photographs - Photos may exist for this station.
 LO0529
 LO0529.The dynamic height is computed by dividing the NAVD 88
 LO0529.geopotential number by the normal gravity value computed on the
 LO0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0529.degrees latitude (g = 980.6199 gals.).
 LO0529
 LO0529.The modeled gravity was interpolated from observed gravity values.
 LO0529
 LO0529.The observed gravity was obtained from relative gravimeter ties
 LO0529.to the IGSN71 gravity network.
 LO0529
 LO0529;                    North         East    Units  Estimated Accuracy
 LO0529;SPC UT N     - 1,067,728.      467,013.      MT  (+/- 10 meters HH2 GPS)
 LO0529
 LO0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2493632763(NAD 83)
 LO0529
 LO0529                          SUPERSEDED SURVEY CONTROL
 LO0529
 LO0529  NGVD 29 (??/??/92) 1286.154  (m)         4219.66   (f) ADJ UNCH    1 1
 LO0529
 LO0529.Superseded values are not recommended for survey control.
 LO0529
 LO0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0529.See file dsdata.pdf to determine how the superseded data were derived.
 LO0529
 LO0529_MARKER: DD = SURVEY DISK
 LO0529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0529_SP_SET: CULVERT
 LO0529_STAMPING: 4219.746
 LO0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0529
 LO0529  HISTORY     - Date     Condition        Report By
 LO0529  HISTORY     - UNK      MONUMENTED       UTDH
 LO0529  HISTORY     - 1967     GOOD             CGS
 LO0529
 LO0529                          STATION DESCRIPTION
 LO0529
 LO0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0529'4.1 MI N FROM WOODS CROSS.
 LO0529'4.1 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LO0529'WOODS CROSS, 25 FEET NORTH OF MILEPOLE 24, IN THE TOP AND 1.3 FEET
 LO0529'SOUTH OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF CULVERT
 LO0529'23.99, 13.0 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, AND ABOUT 2
 LO0529'FEET LOWER THAN THE TRACK.  NOTE-- THE HEAD WALL HAS BEEN BUILT UP
 LO0529'ABOUT 0.2 FOOT LEAVING THE DISK COUNTERSUNK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0581 ***********************************************************************
 LO0581  DESIGNATION -  4222.57
 LO0581  PID         -  LO0581
 LO0581  STATE/COUNTY-  UT/SALT LAKE
 LO0581  COUNTRY     -  US
 LO0581  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0581
 LO0581                         *CURRENT SURVEY CONTROL
 LO0581  ______________________________________________________________________
 LO0581* NAD 83(1986) POSITION- 40 44 58.     (N) 111 54 46.     (W)   SCALED
 LO0581* NAVD 88 ORTHO HEIGHT -  1289.580 (meters)     4230.90  (feet) ADJUSTED
 LO0581  ______________________________________________________________________
 LO0581  GEOID HEIGHT    -        -16.962 (meters)                     GEOID18
 LO0581  DYNAMIC HEIGHT  -       1288.553 (meters)     4227.53  (feet) COMP
 LO0581  MODELED GRAVITY -    979,784.0   (mgal)                       NAVD 88
 LO0581
 LO0581  VERT ORDER      -  FIRST     CLASS II
 LO0581
 LO0581.The horizontal coordinates were scaled from a map and have
 LO0581.an estimated accuracy of +/- 6 seconds.
 LO0581
 LO0581.The orthometric height was determined by differential leveling and
 LO0581.adjusted by the NATIONAL GEODETIC SURVEY
 LO0581.in June 1991.
 LO0581
 LO0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0581.GEOID18 height accuracy estimate available here.
 LO0581
 LO0581.Click photographs - Photos may exist for this station.
 LO0581
 LO0581.The dynamic height is computed by dividing the NAVD 88
 LO0581.geopotential number by the normal gravity value computed on the
 LO0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0581.degrees latitude (g = 980.6199 gals.).
 LO0581
 LO0581.The modeled gravity was interpolated from observed gravity values.
 LO0581
 LO0581;                    North         East    Units  Estimated Accuracy
 LO0581;SPC UT C     - 2,268,330.      465,140.      MT  (+/- 180 meters Scaled)
 LO0581
 LO0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL229113(NAD 83)
 LO0581
 LO0581                          SUPERSEDED SURVEY CONTROL
 LO0581
 LO0581  NGVD 29 (??/??/92) 1288.633  (m)         4227.79   (f) ADJ UNCH    1 2
 LO0581
 LO0581.Superseded values are not recommended for survey control.
 LO0581
 LO0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0581.See file dsdata.pdf to determine how the superseded data were derived.
 LO0581
 LO0581_MARKER: Z = SEE DESCRIPTION
 LO0581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0581_SP_SET: PLATFORM
 LO0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0581
 LO0581  HISTORY     - Date     Condition        Report By
 LO0581  HISTORY     - UNK      MONUMENTED       LOCENG
 LO0581  HISTORY     - 1927     GOOD             CGS
 LO0581  HISTORY     - 1963     MARK NOT FOUND   USGS
 LO0581  HISTORY     - 19970914 MARK NOT FOUND   NGS
 LO0581
 LO0581                          STATION DESCRIPTION
 LO0581
 LO0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 LO0581'IN SALT LAKE CITY.
 LO0581'AT SALT LAKE CITY, SALT LAKE COUNTY, AT THE INTERSECTION OF NINTH
 LO0581'SOUTH STREET AND SEVENTH WEST STREET, AT THE CROSSING OF THE DENVER
 LO0581'AND RIO GRANDE WESTERN RAILROAD AND THE UNION PACIFIC RAILROAD, ABOUT
 LO0581'10 FEET FROM THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD TRACK, ABOUT
 LO0581'8 FEET FROM THE DENVER AND RIO GRANDE WESTERN RAILROAD TRACK, AT THE
 LO0581'PLATFORM ON THE EAST SIDE OF A SEMAPHORE TOWER, AND ABOUT 2 FEET FROM
 LO0581'THE NORTHEAST CORNER OF THE TOWER.  THE TOP OF THE CORNER OF THE
 LO0581'CONCRETE BLOCK SUPPORTING THE NORTHWEST CORNER OF THE PLATFORM.
 LO0581
 LO0581                          STATION RECOVERY (1963)
 LO0581
 LO0581'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LO0581'MARK NOT FOUND.
 LO0581
 LO0581                          STATION RECOVERY (1997)
 LO0581
 LO0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 LO0581'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  THE SIGNAL AND
 LO0581'BASE HAVE BEEN REMOVED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0591 ***********************************************************************
 LO0591  DESIGNATION -  4240
 LO0591  PID         -  LO0591
 LO0591  STATE/COUNTY-  UT/SALT LAKE
 LO0591  COUNTRY     -  US
 LO0591  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0591
 LO0591                         *CURRENT SURVEY CONTROL
 LO0591  ______________________________________________________________________
 LO0591* NAD 83(1986) POSITION- 40 43 21.     (N) 111 53 38.     (W)   SCALED
 LO0591* NAVD 88 ORTHO HEIGHT -  1293.301 (meters)     4243.10  (feet) POSTED
 LO0591  ______________________________________________________________________
 LO0591  GEOID HEIGHT    -        -16.935 (meters)                     GEOID18
 LO0591  DYNAMIC HEIGHT  -       1292.27  (meters)     4239.7   (feet) COMP
 LO0591  MODELED GRAVITY -    979,780.5   (mgal)                       NAVD 88
 LO0591
 LO0591  VERT ORDER      -  * POSTED, SEE BELOW
 LO0591
 LO0591.The horizontal coordinates were scaled from a map and have
 LO0591.an estimated accuracy of +/- 6 seconds.
 LO0591
 LO0591.The orthometric height was determined by differential leveling
 LO0591.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LO0591
 LO0591.* This is a POSTED BENCH MARK height.
 LO0591
 LO0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0591.GEOID18 height accuracy estimate available here.
 LO0591
 LO0591.Click photographs - Photos may exist for this station.
 LO0591
 LO0591.The dynamic height is computed by dividing the NAVD 88
 LO0591.geopotential number by the normal gravity value computed on the
 LO0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0591.degrees latitude (g = 980.6199 gals.).
 LO0591
 LO0591.The modeled gravity was interpolated from observed gravity values.
 LO0591
 LO0591;                    North         East    Units  Estimated Accuracy
 LO0591;SPC UT C     - 2,265,330.      466,720.      MT  (+/- 180 meters Scaled)
 LO0591
 LO0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL245083(NAD 83)
 LO0591
 LO0591                          SUPERSEDED SURVEY CONTROL
 LO0591
 LO0591  NGVD 29 (??/??/92) 1292.341  (m)         4239.96   (f) ADJ UNCH    2 0
 LO0591
 LO0591.Superseded values are not recommended for survey control.
 LO0591
 LO0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0591.See file dsdata.pdf to determine how the superseded data were derived.
 LO0591
 LO0591_MARKER: DD = SURVEY DISK
 LO0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0591_STAMPING: TR 9 4240 1934
 LO0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0591+STABILITY: SURFACE MOTION
 LO0591
 LO0591  HISTORY     - Date     Condition        Report By
 LO0591  HISTORY     - 1934     MONUMENTED       USGS
 LO0591  HISTORY     - 19970914 MARK NOT FOUND   NGS
 LO0591
 LO0591                          STATION DESCRIPTION
 LO0591
 LO0591'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 LO0591'1.8 MI W FROM SUGAR HOUSE.
 LO0591'1.8 MILES WEST ALONG THE PARK CITY BRANCH OF THE DENVER AND RIO GRANDE
 LO0591'WESTERN RAILROAD FROM THE STATION AT SUGAR HOUSE, SALT LAKE CITY, SALT
 LO0591'LAKE COUNTY, AT THE WEST TEMPLE STREET CROSSING, 20 FEET EAST OF THE
 LO0591'CENTERLINE OF THE STREET, AND 15 FEET NORTH OF THE CENTERLINE OF THE
 LO0591'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TR 9
 LO0591'4240 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LO0591
 LO0591                          STATION RECOVERY (1997)
 LO0591
 LO0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 LO0591'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  THE MARK LOCATION
 LO0591'IS PART OF THE STREET.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0585 ***********************************************************************
 LO0585  DESIGNATION -  4251 SLAK
 LO0585  PID         -  LO0585
 LO0585  STATE/COUNTY-  UT/SALT LAKE
 LO0585  COUNTRY     -  US
 LO0585  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0585
 LO0585                         *CURRENT SURVEY CONTROL
 LO0585  ______________________________________________________________________
 LO0585* NAD 83(1986) POSITION- 40 45 31.     (N) 111 53 16.     (W)   SCALED
 LO0585* NAVD 88 ORTHO HEIGHT -  1297.266 (meters)     4256.11  (feet) ADJUSTED
 LO0585  ______________________________________________________________________
 LO0585  GEOID HEIGHT    -        -16.818 (meters)                     GEOID18
 LO0585  DYNAMIC HEIGHT  -       1296.233 (meters)     4252.72  (feet) COMP
 LO0585  MODELED GRAVITY -    979,784.0   (mgal)                       NAVD 88
 LO0585
 LO0585  VERT ORDER      -  FIRST     CLASS II
 LO0585
 LO0585.The horizontal coordinates were scaled from a map and have
 LO0585.an estimated accuracy of +/- 6 seconds.
 LO0585
 LO0585.The orthometric height was determined by differential leveling and
 LO0585.adjusted by the NATIONAL GEODETIC SURVEY
 LO0585.in June 1991.
 LO0585
 LO0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0585.GEOID18 height accuracy estimate available here.
 LO0585
 LO0585.Click photographs - Photos may exist for this station.
 LO0585
 LO0585.The dynamic height is computed by dividing the NAVD 88
 LO0585.geopotential number by the normal gravity value computed on the
 LO0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0585.degrees latitude (g = 980.6199 gals.).
 LO0585
 LO0585.The modeled gravity was interpolated from observed gravity values.
 LO0585
 LO0585;                    North         East    Units  Estimated Accuracy
 LO0585;SPC UT C     - 2,269,340.      467,260.      MT  (+/- 180 meters Scaled)
 LO0585
 LO0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL250123(NAD 83)
 LO0585
 LO0585                          SUPERSEDED SURVEY CONTROL
 LO0585
 LO0585  NGVD 29 (??/??/92) 1296.320  (m)         4253.01   (f) ADJ UNCH    1 2
 LO0585
 LO0585.Superseded values are not recommended for survey control.
 LO0585
 LO0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0585.See file dsdata.pdf to determine how the superseded data were derived.
 LO0585
 LO0585_MARKER: DB = BENCH MARK DISK
 LO0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0585_STAMPING: 4251 SLAK
 LO0585_MARK LOGO: USGS
 LO0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0585+STABILITY: SURFACE MOTION
 LO0585
 LO0585  HISTORY     - Date     Condition        Report By
 LO0585  HISTORY     - 1899     MONUMENTED       USGS
 LO0585  HISTORY     - 1927     GOOD             CGS
 LO0585  HISTORY     - 1950     MARK NOT FOUND   USGS
 LO0585
 LO0585                          STATION DESCRIPTION
 LO0585
 LO0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 LO0585'IN SALT LAKE CITY.
 LO0585'MERIDIAN MARK AT THE SOUTHWEST CORNER OF OF THE
 LO0585'GROUNDS OF THE CITY AND COUNTY BUILDINGS, CORNER OF STATE AND FIFTH
 LO0585'STREETS SOUTH.
 LO0585
 LO0585                          STATION RECOVERY (1950)
 LO0585
 LO0585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 LO0585'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0524 ***********************************************************************
 LO0524  DESIGNATION -  4253.715
 LO0524  PID         -  LO0524
 LO0524  STATE/COUNTY-  UT/DAVIS
 LO0524  COUNTRY     -  US
 LO0524  USGS QUAD   -  FARMINGTON (2017)
 LO0524
 LO0524                         *CURRENT SURVEY CONTROL
 LO0524  ______________________________________________________________________
 LO0524* NAD 83(1986) POSITION- 40 58 51.5    (N) 111 53 52.9    (W)   HD_HELD2
 LO0524* NAVD 88 ORTHO HEIGHT -  1297.502 (meters)     4256.89  (feet) ADJUSTED
 LO0524  ______________________________________________________________________
 LO0524  GEOID HEIGHT    -        -16.612 (meters)                     GEOID18
 LO0524  DYNAMIC HEIGHT  -       1296.512 (meters)     4253.64  (feet) COMP
 LO0524  MODELED GRAVITY -    979,817.2   (mgal)                       NAVD 88
 LO0524
 LO0524  VERT ORDER      -  FIRST     CLASS I
 LO0524
 LO0524.The horizontal coordinates were established by autonomous hand held GPS
 LO0524.observations and have an estimated accuracy of +/- 10 meters.
 LO0524
 LO0524.The orthometric height was determined by differential leveling and
 LO0524.adjusted by the NATIONAL GEODETIC SURVEY
 LO0524.in June 1991.
 LO0524
 LO0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0524.GEOID18 height accuracy estimate available here.
 LO0524
 LO0524.Click photographs - Photos may exist for this station.
 LO0524
 LO0524.The dynamic height is computed by dividing the NAVD 88
 LO0524.geopotential number by the normal gravity value computed on the
 LO0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0524.degrees latitude (g = 980.6199 gals.).
 LO0524
 LO0524.The modeled gravity was interpolated from observed gravity values.
 LO0524
 LO0524;                    North         East    Units  Estimated Accuracy
 LO0524;SPC UT N     - 1,071,996.      466,503.      MT  (+/- 10 meters HH2 GPS)
 LO0524
 LO0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2445237033(NAD 83)
 LO0524
 LO0524                          SUPERSEDED SURVEY CONTROL
 LO0524
 LO0524  NGVD 29 (??/??/92) 1296.553  (m)         4253.77   (f) ADJ UNCH    1 1
 LO0524
 LO0524.Superseded values are not recommended for survey control.
 LO0524
 LO0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0524.See file dsdata.pdf to determine how the superseded data were derived.
 LO0524
 LO0524_MARKER: DD = SURVEY DISK
 LO0524_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0524_SP_SET: BRIDGE
 LO0524_STAMPING: 4253.715
 LO0524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0524
 LO0524  HISTORY     - Date     Condition        Report By
 LO0524  HISTORY     - UNK      MONUMENTED       UTDH
 LO0524  HISTORY     - 1967     GOOD             CGS
 LO0524
 LO0524                          STATION DESCRIPTION
 LO0524
 LO0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0524'5.05 MI SE FROM KAYSVILLE.
 LO0524'5.05 MILES SOUTHEAST ALONG UNION PACIFIC RAILROAD FROM THE CROSSING OF
 LO0524'2ND NORTH AVENUE AT KAYSVILLE, 4 1/2 RAILS NORTH OF THE CENTER OF THE
 LO0524'CROSSING OF A ROAD, IN THE TOP AND 1.5 FEET SOUTH OF THE NORTH END OF
 LO0524'THE WEST CONCRETE HEAD WALL OF CONCRETE BRIDGE 21.29 OVER FARMINGTON
 LO0524'CREEK, 7.9 FEET WEST OF THE WEST RAIL, AND ABOUT 1/2 FOOT LOWER THAN
 LO0524'THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0556 ***********************************************************************
 LO0556  DESIGNATION -  4260.840
 LO0556  PID         -  LO0556
 LO0556  STATE/COUNTY-  UT/SALT LAKE
 LO0556  COUNTRY     -  US
 LO0556  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0556
 LO0556                         *CURRENT SURVEY CONTROL
 LO0556  ______________________________________________________________________
 LO0556* NAD 83(1986) POSITION- 40 46 09.64   (N) 111 54 09.89   (W)   HD_HELD1
 LO0556* NAVD 88 ORTHO HEIGHT -  1299.544 (meters)     4263.59  (feet) ADJUSTED
 LO0556  ______________________________________________________________________
 LO0556  GEOID HEIGHT    -        -16.859 (meters)                     GEOID18
 LO0556  DYNAMIC HEIGHT  -       1298.512 (meters)     4260.20  (feet) COMP
 LO0556  MODELED GRAVITY -    979,786.1   (mgal)                       NAVD 88
 LO0556
 LO0556  VERT ORDER      -  FIRST     CLASS II
 LO0556
 LO0556.The horizontal coordinates were determined by differentially corrected
 LO0556.hand held GPS observations or other comparable positioning techniques
 LO0556.and have an estimated accuracy of +/- 3 meters.
 LO0556
 LO0556.The orthometric height was determined by differential leveling and
 LO0556.adjusted by the NATIONAL GEODETIC SURVEY
 LO0556.in July 2002.
 LO0556
 LO0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0556.GEOID18 height accuracy estimate available here.
 LO0556
 LO0556.Click photographs - Photos may exist for this station.
 LO0556
 LO0556.The dynamic height is computed by dividing the NAVD 88
 LO0556.geopotential number by the normal gravity value computed on the
 LO0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0556.degrees latitude (g = 980.6199 gals.).
 LO0556
 LO0556.The modeled gravity was interpolated from observed gravity values.
 LO0556
 LO0556;                    North         East    Units  Estimated Accuracy
 LO0556;SPC UT C     - 2,270,533.4     465,996.0     MT  (+/- 3 meters HH1 GPS) 
 LO0556
 LO0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2381313544(NAD 83)
 LO0556
 LO0556                          SUPERSEDED SURVEY CONTROL
 LO0556
 LO0556  NAVD 88 (04/12/01) 1299.551  (m)         4263.61   (f) SUPERSEDED  1 2
 LO0556  NAVD 88 (06/15/91) 1299.627  (m)         4263.86   (f) SUPERSEDED  1 2
 LO0556  NGVD 29 (??/??/92) 1298.682  (m)         4260.76   (f) ADJ UNCH    1 2
 LO0556
 LO0556.Superseded values are not recommended for survey control.
 LO0556
 LO0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0556.See file dsdata.pdf to determine how the superseded data were derived.
 LO0556
 LO0556_MARKER: B = BOLT
 LO0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0556_MARK LOGO: NONE
 LO0556_MAGNETIC: N = NO MAGNETIC MATERIAL
 LO0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0556+STABILITY: SURFACE MOTION
 LO0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LO0556+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2015
 LO0556
 LO0556  HISTORY     - Date     Condition        Report By
 LO0556  HISTORY     - UNK      MONUMENTED
 LO0556  HISTORY     - 1953     GOOD             CGS
 LO0556  HISTORY     - 1970     GOOD             NGS
 LO0556  HISTORY     - 19950729 GOOD             NGS
 LO0556  HISTORY     - 19970922 GOOD             NGS
 LO0556  HISTORY     - 20090223 GOOD             NGS
 LO0556  HISTORY     - 20150523 GOOD             GEOCAC
 LO0556
 LO0556                          STATION DESCRIPTION
 LO0556
 LO0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LO0556'IN SALT LAKE CITY.
 LO0556'AT SALT LAKE CITY, 0.1 MILE SOUTH ALONG THIRD WEST STREET FROM THE
 LO0556'INTERSECTION OF NORTH TEMPLE STREET, AT THE UNION PACIFIC DEPOT, 32.4
 LO0556'FEET SOUTHEAST OF THE CENTER OF THE NORTH ENTRANCE ON THE EAST SIDE OF
 LO0556'THE BUILDING, 26.5 FEET NORTHEAST OF THE CENTER OF THE SOUTH ENTRANCE
 LO0556'ON THE EAST SIDE OF THE BUILDING, 14.7 FEET EAST OF THE EAST WALL OF
 LO0556'THE BUILDING, 12.8 FEET WEST OF THE WEST CURB OF THE PASSENGER LOADING
 LO0556'ZONE, AND IN THE TOP OF THE CENTER OF A 9- BY 9-INCH BRONZE PLATE ON
 LO0556'THE TOP OF A 14- BY 14-INCH CONCRETE POST PROJECTING 2.5 FEET ABOVE
 LO0556'THE CONCRETE SIDEWALK.  NOTE-- THE FOLLOWING WORDS AND NUMBERS ARE
 LO0556'CAST IN THE BRONZE PLATE-- UNITED STATES BENCH MARK ELEVATION 4260.840
 LO0556'FEET ABOVE MEAN SEA LEVEL GREAT SALT LAKE IS ABOUT 55 FEET LOWER THAN
 LO0556'THIS MARK GEOLOGICAL SURVEY AND COAST AND GEODETIC SURVEY.
 LO0556
 LO0556                          STATION RECOVERY (1970)
 LO0556
 LO0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LO0556'RECOVERED IN GOOD CONDITION.
 LO0556
 LO0556                          STATION RECOVERY (1995)
 LO0556
 LO0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 LO0556'THE STREETS IN SALT LAKE CITY HAVE BEEN RENAMED.  400 WEST SHOULD BE
 LO0556'USED INSTEAD OF 3RD WEST.
 LO0556
 LO0556                          STATION RECOVERY (1997)
 LO0556
 LO0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 LO0556'IN SALT LAKE CITY, AT THE INTERSECTION OF SOUTH TEMPLE AND 400 WEST
 LO0556'STREETS, 16.8 M (55.1 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND
 LO0556'LANES OF WEST STREET, 8.0 M (26.2 FT) SOUTH OF THE CENTER OF THE NORTH
 LO0556'ENTRANCE TO THE UNION PACIFIC RAILROAD STATION, 1.0 M (3.3 FT) ABOVE
 LO0556'THE LEVEL OF THE STREETS, ON THE EXTENDED CENTER OF SOUTH TEMPLE
 LO0556'STREET, NEAR THE CENTER OF A PLANTER, AND THE MONUMENT PROJECTS 0.4 M
 LO0556'(1.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE DATUM POINT IS A BOLT
 LO0556'NEAR THE CENTER OF A BRONZE PLAQUE THAT IS ATTACHED TO THE CONCRETE
 LO0556'MONUMENT.
 LO0556
 LO0556                          STATION RECOVERY (2009)
 LO0556
 LO0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2009 (DRD)
 LO0556'RECOVERED IN GOOD CONDITION.
 LO0556
 LO0556                          STATION RECOVERY (2015)
 LO0556
 LO0556'RECOVERY NOTE BY GEOCACHING 2015 (EP)
 LO0556'THE MONUMENT IS SET IN THE TOP OF A SQUARE MONUMENT, APPROXIMATELY
 LO0556'14 INCHES SQ. WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND LEVEL IN THE
 LO0556'PLANTER.  WHEN RECOVERED THE MONUMENT WAS COMPLETELY COVERED BY THE
 LO0556'FLOWERING PLANTS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0018 ***********************************************************************
 LP0018  DESIGNATION -  4261.7
 LP0018  PID         -  LP0018
 LP0018  STATE/COUNTY-  UT/TOOELE
 LP0018  COUNTRY     -  US
 LP0018  USGS QUAD   -  MILLS JUNCTION (2017)
 LP0018
 LP0018                         *CURRENT SURVEY CONTROL
 LP0018  ______________________________________________________________________
 LP0018* NAD 83(1986) POSITION- 40 39 02.     (N) 112 17 49.     (W)   SCALED
 LP0018* NAVD 88 ORTHO HEIGHT -  1300.065 (meters)     4265.30  (feet) ADJUSTED
 LP0018  ______________________________________________________________________
 LP0018  GEOID HEIGHT    -        -17.422 (meters)                     GEOID18
 LP0018  DYNAMIC HEIGHT  -       1299.052 (meters)     4261.97  (feet) COMP
 LP0018  MODELED GRAVITY -    979,801.1   (mgal)                       NAVD 88
 LP0018
 LP0018  VERT ORDER      -  SECOND    CLASS 0
 LP0018
 LP0018.The horizontal coordinates were scaled from a map and have
 LP0018.an estimated accuracy of +/- 6 seconds.
 LP0018
 LP0018.The orthometric height was determined by differential leveling and
 LP0018.adjusted by the NATIONAL GEODETIC SURVEY
 LP0018.in June 1991.
 LP0018
 LP0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0018.GEOID18 height accuracy estimate available here.
 LP0018
 LP0018.Click photographs - Photos may exist for this station.
 LP0018
 LP0018.The dynamic height is computed by dividing the NAVD 88
 LP0018.geopotential number by the normal gravity value computed on the
 LP0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0018.degrees latitude (g = 980.6199 gals.).
 LP0018
 LP0018.The modeled gravity was interpolated from observed gravity values.
 LP0018
 LP0018;                    North         East    Units  Estimated Accuracy
 LP0018;SPC UT C     - 2,257,570.      432,600.      MT  (+/- 180 meters Scaled)
 LP0018
 LP0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL903007(NAD 83)
 LP0018
 LP0018                          SUPERSEDED SURVEY CONTROL
 LP0018
 LP0018  NGVD 29 (??/??/92) 1299.032  (m)         4261.91   (f) ADJ UNCH    2 0
 LP0018
 LP0018.Superseded values are not recommended for survey control.
 LP0018
 LP0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0018.See file dsdata.pdf to determine how the superseded data were derived.
 LP0018
 LP0018_MARKER: Q = CHISELED SQUARE
 LP0018_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0018_SP_SET: CULVERT HEADWALL
 LP0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0018+STABILITY: SURFACE MOTION
 LP0018
 LP0018  HISTORY     - Date     Condition        Report By
 LP0018  HISTORY     - UNK      MONUMENTED       USGS
 LP0018  HISTORY     - 1934     GOOD             CGS
 LP0018
 LP0018                          STATION DESCRIPTION
 LP0018
 LP0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0018'3.1 MI W FROM MORRIS.
 LP0018'3.1 MILES WEST ALONG AN OLD ROAD FROM MORRIS, TOOELE COUNTY, IN
 LP0018'SECTION 16, T 2 S, R 4 W, OPPOSITE THE BONNEVILLE FLOUR AND GRAIN
 LP0018'MILL, SOUTHEAST OF THE MILL, AT A CONCRETE CULVERT, AND ON THE TOP OF
 LP0018'THE EAST HEADWALL.  A CHISELED S SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0019 ***********************************************************************
 LP0019  DESIGNATION -  4263
 LP0019  PID         -  LP0019
 LP0019  STATE/COUNTY-  UT/TOOELE
 LP0019  COUNTRY     -  US
 LP0019  USGS QUAD   -  MILLS JUNCTION (2017)
 LP0019
 LP0019                         *CURRENT SURVEY CONTROL
 LP0019  ______________________________________________________________________
 LP0019* NAD 83(1986) POSITION- 40 38 40.     (N) 112 18 34.     (W)   SCALED
 LP0019* NAVD 88 ORTHO HEIGHT -  1300.406 (meters)     4266.42  (feet) ADJUSTED
 LP0019  ______________________________________________________________________
 LP0019  GEOID HEIGHT    -        -17.461 (meters)                     GEOID18
 LP0019  DYNAMIC HEIGHT  -       1299.389 (meters)     4263.08  (feet) COMP
 LP0019  MODELED GRAVITY -    979,797.8   (mgal)                       NAVD 88
 LP0019
 LP0019  VERT ORDER      -  SECOND    CLASS 0
 LP0019
 LP0019.The horizontal coordinates were scaled from a map and have
 LP0019.an estimated accuracy of +/- 6 seconds.
 LP0019
 LP0019.The orthometric height was determined by differential leveling and
 LP0019.adjusted by the NATIONAL GEODETIC SURVEY
 LP0019.in June 1991.
 LP0019
 LP0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0019.GEOID18 height accuracy estimate available here.
 LP0019
 LP0019.Click photographs - Photos may exist for this station.
 LP0019
 LP0019.The dynamic height is computed by dividing the NAVD 88
 LP0019.geopotential number by the normal gravity value computed on the
 LP0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0019.degrees latitude (g = 980.6199 gals.).
 LP0019
 LP0019.The modeled gravity was interpolated from observed gravity values.
 LP0019
 LP0019;                    North         East    Units  Estimated Accuracy
 LP0019;SPC UT C     - 2,256,900.      431,530.      MT  (+/- 180 meters Scaled)
 LP0019
 LP0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL892001(NAD 83)
 LP0019
 LP0019                          SUPERSEDED SURVEY CONTROL
 LP0019
 LP0019  NGVD 29 (??/??/92) 1299.369  (m)         4263.01   (f) ADJ UNCH    2 0
 LP0019
 LP0019.Superseded values are not recommended for survey control.
 LP0019
 LP0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0019.See file dsdata.pdf to determine how the superseded data were derived.
 LP0019
 LP0019_MARKER: P = PIPE CAP
 LP0019_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0019_STAMPING: 4263
 LP0019_MARK LOGO: USGS
 LP0019_MAGNETIC: P = MARKER IS A STEEL PIPE
 LP0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0019
 LP0019  HISTORY     - Date     Condition        Report By
 LP0019  HISTORY     - UNK      MONUMENTED       USGS
 LP0019  HISTORY     - 1934     GOOD             CGS
 LP0019
 LP0019                          STATION DESCRIPTION
 LP0019
 LP0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0019'3.9 MI W FROM MORRIS.
 LP0019'3.9 MILES WEST ALONG U.S. HIGHWAY 40 FROM MORRIS, TOOELE COUNTY, AT AN
 LP0019'ANGLE IN THE HIGHWAY, OPPOSITE TELEPHONE POLE 1216, AND 30 FEET NORTH
 LP0019'OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 LP0019'STANDARD CAP, STAMPED 4263 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 LP0019'PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0018 ***********************************************************************
 KN0018  DESIGNATION -  4280
 KN0018  PID         -  KN0018
 KN0018  STATE/COUNTY-  UT/EMERY
 KN0018  COUNTRY     -  US
 KN0018  USGS QUAD   -  DESERT (2017)
 KN0018
 KN0018                         *CURRENT SURVEY CONTROL
 KN0018  ______________________________________________________________________
 KN0018* NAD 83(1986) POSITION- 39 00 21.     (N) 110 16 32.     (W)   SCALED
 KN0018* NAVD 88 ORTHO HEIGHT -  1306.002 (meters)     4284.77  (feet) ADJUSTED
 KN0018  ______________________________________________________________________
 KN0018  GEOID HEIGHT    -        -19.867 (meters)                     GEOID18
 KN0018  DYNAMIC HEIGHT  -       1304.739 (meters)     4280.63  (feet) COMP
 KN0018  MODELED GRAVITY -    979,616.1   (mgal)                       NAVD 88
 KN0018
 KN0018  VERT ORDER      -  FIRST     CLASS II
 KN0018
 KN0018.The horizontal coordinates were scaled from a map and have
 KN0018.an estimated accuracy of +/- 6 seconds.
 KN0018
 KN0018.The orthometric height was determined by differential leveling and
 KN0018.adjusted by the NATIONAL GEODETIC SURVEY
 KN0018.in June 1991.
 KN0018
 KN0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0018.GEOID18 height accuracy estimate available here.
 KN0018
 KN0018.Click photographs - Photos may exist for this station.
 KN0018
 KN0018.The dynamic height is computed by dividing the NAVD 88
 KN0018.geopotential number by the normal gravity value computed on the
 KN0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0018.degrees latitude (g = 980.6199 gals.).
 KN0018
 KN0018.The modeled gravity was interpolated from observed gravity values.
 KN0018
 KN0018;                    North         East    Units  Estimated Accuracy
 KN0018;SPC UT C     - 2,075,390.      606,060.      MT  (+/- 180 meters Scaled)
 KN0018
 KN0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ627176(NAD 83)
 KN0018
 KN0018                          SUPERSEDED SURVEY CONTROL
 KN0018
 KN0018.No superseded survey control is available for this station.
 KN0018
 KN0018_MARKER: P = PIPE CAP
 KN0018_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KN0018_STAMPING: 4280 1910 52
 KN0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0018
 KN0018  HISTORY     - Date     Condition        Report By
 KN0018  HISTORY     - 1910     MONUMENTED       USGS
 KN0018  HISTORY     - 1934     MARK NOT FOUND   CGS
 KN0018
 KN0018                          STATION DESCRIPTION
 KN0018
 KN0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0018'6.2 MI NW FROM GREEN RIVER.
 KN0018'6.2 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0018'FROM GREEN RIVER, EMERY COUNTY, AT SPHINX SIDING, 0.2 MILE NORTHWEST
 KN0018'OF MILEPOST 561, 10 FEET EAST OF A TELEPHONE BOOTH, AND AT THE EAST
 KN0018'EDGE OF THE RIGHT-OF-WAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 KN0018'CAP, STAMPED 4280 1910 52 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 KN0018'PIPE.  NOTE-- A DRAINAGE DITCH HAS BEEN DUG ALONG THE RIGHT-OF-WAY AND
 KN0018'AN EMBANKMENT ABOUT 2 FEET HIGH AND 10 FEET WIDE HAS BEEN FORMED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0538 ***********************************************************************
 LO0538  DESIGNATION -  4291 P 66 R CO
 LO0538  PID         -  LO0538
 LO0538  STATE/COUNTY-  UT/DAVIS
 LO0538  COUNTRY     -  US
 LO0538  USGS QUAD   -  FARMINGTON (2017)
 LO0538
 LO0538                         *CURRENT SURVEY CONTROL
 LO0538  ______________________________________________________________________
 LO0538* NAD 83(1986) POSITION- 40 53 01.     (N) 111 54 05.     (W)   SCALED
 LO0538* NAVD 88 ORTHO HEIGHT -  1308.978 (meters)     4294.54  (feet) ADJUSTED
 LO0538  ______________________________________________________________________
 LO0538  GEOID HEIGHT    -        -16.684 (meters)                     GEOID18
 LO0538  DYNAMIC HEIGHT  -       1307.969 (meters)     4291.23  (feet) COMP
 LO0538  MODELED GRAVITY -    979,808.1   (mgal)                       NAVD 88
 LO0538
 LO0538  VERT ORDER      -  FIRST     CLASS I
 LO0538
 LO0538.The horizontal coordinates were scaled from a map and have
 LO0538.an estimated accuracy of +/- 6 seconds.
 LO0538
 LO0538.The orthometric height was determined by differential leveling and
 LO0538.adjusted by the NATIONAL GEODETIC SURVEY
 LO0538.in June 1991.
 LO0538
 LO0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0538.GEOID18 height accuracy estimate available here.
 LO0538
 LO0538.Click photographs - Photos may exist for this station.
 LO0538
 LO0538.The dynamic height is computed by dividing the NAVD 88
 LO0538.geopotential number by the normal gravity value computed on the
 LO0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0538.degrees latitude (g = 980.6199 gals.).
 LO0538
 LO0538.The modeled gravity was interpolated from observed gravity values.
 LO0538
 LO0538;                    North         East    Units  Estimated Accuracy
 LO0538;SPC UT N     - 1,061,190.      466,170.      MT  (+/- 180 meters Scaled)
 LO0538
 LO0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL240262(NAD 83)
 LO0538
 LO0538                          SUPERSEDED SURVEY CONTROL
 LO0538
 LO0538  NGVD 29 (??/??/92) 1308.033  (m)         4291.44   (f) ADJ UNCH    1 1
 LO0538
 LO0538.Superseded values are not recommended for survey control.
 LO0538
 LO0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0538.See file dsdata.pdf to determine how the superseded data were derived.
 LO0538
 LO0538_MARKER: DD = SURVEY DISK
 LO0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0538_STAMPING: EL 4291.77 E 1881.0 N 1242.50
 LO0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0538+STABILITY: SURFACE MOTION
 LO0538
 LO0538  HISTORY     - Date     Condition        Report By
 LO0538  HISTORY     - UNK      MONUMENTED       UPRR
 LO0538  HISTORY     - 1967     GOOD             CGS
 LO0538
 LO0538                          STATION DESCRIPTION
 LO0538
 LO0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0538'IN WOODDS CROSS.
 LO0538'AT WOODS CROSS, ALONG THE UNION PACIFIC RAILROAD, 0.05 MILE SOUTH OF
 LO0538'THE CROSSING OF 500 SOUTH STREET, 264.0 FEET SOUTH OF THE SOUTHWEST
 LO0538'CORNER OF THE RAILROAD STATION, IN LINE WITH A ROW OF 8- BY 12-INCH
 LO0538'POST AND A TELEPHONE LINE, 31.7 FEET EAST OF THE EAST RAIL OF THE EAST
 LO0538'TRACK, 84.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE
 LO0538'BASE OF SEMAPHORE 281, 58.9 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 LO0538'PHILLIPS 66 OIL COMPANY WAREHOUSE, 0.8 FOOT NORTH OF A WITNESS POST,
 LO0538'ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 LO0538'POST 0.3 FOOT UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0609 ***********************************************************************
 JO0609  DESIGNATION -  43 DOR
 JO0609  PID         -  JO0609
 JO0609  STATE/COUNTY-  UT/IRON
 JO0609  COUNTRY     -  US
 JO0609  USGS QUAD   -  MOUNTAIN SPRING PEAK (2017)
 JO0609
 JO0609                         *CURRENT SURVEY CONTROL
 JO0609  ______________________________________________________________________
 JO0609* NAD 83(1986) POSITION- 38 00 40.     (N) 113 34 48.     (W)   SCALED
 JO0609* NAVD 88 ORTHO HEIGHT -  1681.884 (meters)     5517.98  (feet) POSTED
 JO0609  ______________________________________________________________________
 JO0609  GEOID HEIGHT    -        -22.238 (meters)                     GEOID18
 JO0609  DYNAMIC HEIGHT  -       1680.03  (meters)     5511.9   (feet) COMP
 JO0609  MODELED GRAVITY -    979,465.7   (mgal)                       NAVD 88
 JO0609
 JO0609  VERT ORDER      -  * POSTED, SEE BELOW
 JO0609
 JO0609.The horizontal coordinates were scaled from a map and have
 JO0609.an estimated accuracy of +/- 6 seconds.
 JO0609
 JO0609.The orthometric height was determined by differential leveling
 JO0609.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0609
 JO0609.* This is a POSTED BENCH MARK height.
 JO0609
 JO0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0609.GEOID18 height accuracy estimate available here.
 JO0609
 JO0609.Click photographs - Photos may exist for this station.
 JO0609
 JO0609.The dynamic height is computed by dividing the NAVD 88
 JO0609.geopotential number by the normal gravity value computed on the
 JO0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0609.degrees latitude (g = 980.6199 gals.).
 JO0609
 JO0609.The modeled gravity was interpolated from observed gravity values.
 JO0609
 JO0609;                    North         East    Units  Estimated Accuracy
 JO0609;SPC UT S     - 3,151,240.      317,360.      MT  (+/- 180 meters Scaled)
 JO0609
 JO0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH734101(NAD 83)
 JO0609
 JO0609                          SUPERSEDED SURVEY CONTROL
 JO0609
 JO0609  NGVD 29 (??/??/92) 1680.79   (m)         5514.4    (f) COMPUTED    2 0
 JO0609
 JO0609.Superseded values are not recommended for survey control.
 JO0609
 JO0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0609.See file dsdata.pdf to determine how the superseded data were derived.
 JO0609
 JO0609_MARKER: DB = BENCH MARK DISK
 JO0609_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0609_STAMPING: 43 DOR 1971
 JO0609_MARK LOGO: USGS
 JO0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0609
 JO0609  HISTORY     - Date     Condition        Report By
 JO0609  HISTORY     - 1971     MONUMENTED       USGS
 JO0609
 JO0609                          STATION DESCRIPTION
 JO0609
 JO0609'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 JO0609'13.2 KM (8.20 MI) WEST FROM LUND.
 JO0609'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0609'AND PINE VALLEY ROAD, PROCEED 8.2 MILES WEST ALONG PINE VALLEY ROAD
 JO0609'TO A T-ROAD SOUTH, 70 FEET NORTHEAST OF A SIGN, 49 FEET NORTHEAST OF
 JO0609'THE CENTER OF THE ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN
 JO0609'DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JO0609'THE MARK IS 2 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0397 ***********************************************************************
 KM0397  DESIGNATION -  43 FMK
 KM0397  PID         -  KM0397
 KM0397  STATE/COUNTY-  UT/GRAND
 KM0397  COUNTRY     -  US
 KM0397  USGS QUAD   -  BITTER CREEK WELL (2017)
 KM0397
 KM0397                         *CURRENT SURVEY CONTROL
 KM0397  ______________________________________________________________________
 KM0397* NAD 83(1986) POSITION- 39 12 22.05   (N) 109 05 45.87   (W)   HD_HELD1
 KM0397* NAVD 88 ORTHO HEIGHT -  1424.835 (meters)     4674.65  (feet) POSTED
 KM0397  ______________________________________________________________________
 KM0397  GEOID HEIGHT    -        -17.989 (meters)                     GEOID18
 KM0397  DYNAMIC HEIGHT  -       1423.46  (meters)     4670.1   (feet) COMP
 KM0397  MODELED GRAVITY -    979,615.9   (mgal)                       NAVD 88
 KM0397
 KM0397  VERT ORDER      -  * POSTED, SEE BELOW
 KM0397
 KM0397.The horizontal coordinates were determined by differentially corrected
 KM0397.hand held GPS observations or other comparable positioning techniques
 KM0397.and have an estimated accuracy of +/- 3 meters.
 KM0397
 KM0397.The orthometric height was determined by differential leveling
 KM0397.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0397
 KM0397.* This is a POSTED BENCH MARK height.
 KM0397
 KM0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0397.GEOID18 height accuracy estimate available here.
 KM0397
 KM0397.Click photographs - Photos may exist for this station.
 KM0397
 KM0397.The dynamic height is computed by dividing the NAVD 88
 KM0397.geopotential number by the normal gravity value computed on the
 KM0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0397.degrees latitude (g = 980.6199 gals.).
 KM0397
 KM0397.The modeled gravity was interpolated from observed gravity values.
 KM0397
 KM0397;                    North         East    Units  Estimated Accuracy
 KM0397;SPC UT C     - 2,099,687.3     707,604.2     MT  (+/- 3 meters HH1 GPS) 
 KM0397
 KM0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ6439041377(NAD 83)
 KM0397
 KM0397                          SUPERSEDED SURVEY CONTROL
 KM0397
 KM0397  NGVD 29 (??/??/92) 1423.75   (m)         4671.1    (f) COMPUTED    2 0
 KM0397
 KM0397.Superseded values are not recommended for survey control.
 KM0397
 KM0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0397.See file dsdata.pdf to determine how the superseded data were derived.
 KM0397
 KM0397_MARKER: DD = SURVEY DISK
 KM0397_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0397_STAMPING: 43 FMK 1969 4671
 KM0397_MARK LOGO: USGS
 KM0397_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KM0397+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 KM0397
 KM0397  HISTORY     - Date     Condition        Report By
 KM0397  HISTORY     - 1969     MONUMENTED       USGS
 KM0397  HISTORY     - 20051213 GOOD             GEOCAC
 KM0397
 KM0397                          STATION DESCRIPTION
 KM0397
 KM0397'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0397'YROM MACK, COLORADO, PROCEED 14.5 MILES NORTHWEST ALONG U. S.
 KM0397'HIGHWAYS 6 AND 50, 2.4 MILES WEST OF COLORADO-UTAH STATE LINE
 KM0397'CROSSING, 73 FEET NORTH OF THE CENTERLINE OF THE INTERSECTION OF A
 KM0397'Y-ROAD NORTHWEST, WITNESS POST SET NEAR BENCH MARK, SET ON 25 FEET OF
 KM0397'COPPER-COATED STEEL ROD ENCASED IN A 6-INCH CONCRETE PIPE WHICH IS
 KM0397'FLUSH WITH THE GROUND.
 KM0397
 KM0397                          STATION RECOVERY (2005)
 KM0397
 KM0397'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0397'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0568 ***********************************************************************
 LO0568  DESIGNATION -  4310
 LO0568  PID         -  LO0568
 LO0568  STATE/COUNTY-  UT/SALT LAKE
 LO0568  COUNTRY     -  US
 LO0568  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0568
 LO0568                         *CURRENT SURVEY CONTROL
 LO0568  ______________________________________________________________________
 LO0568* NAD 83(1986) POSITION- 40 39 17.     (N) 111 53 53.     (W)   SCALED
 LO0568* NAVD 88 ORTHO HEIGHT -  1314.943 (meters)     4314.11  (feet) ADJUSTED
 LO0568  ______________________________________________________________________
 LO0568  GEOID HEIGHT    -        -17.031 (meters)                     GEOID18
 LO0568  DYNAMIC HEIGHT  -       1313.879 (meters)     4310.62  (feet) COMP
 LO0568  MODELED GRAVITY -    979,770.5   (mgal)                       NAVD 88
 LO0568
 LO0568  VERT ORDER      -  FIRST     CLASS II
 LO0568
 LO0568.The horizontal coordinates were scaled from a map and have
 LO0568.an estimated accuracy of +/- 6 seconds.
 LO0568
 LO0568.The orthometric height was determined by differential leveling and
 LO0568.adjusted by the NATIONAL GEODETIC SURVEY
 LO0568.in June 1991.
 LO0568
 LO0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0568.GEOID18 height accuracy estimate available here.
 LO0568
 LO0568.Click photographs - Photos may exist for this station.
 LO0568
 LO0568.The dynamic height is computed by dividing the NAVD 88
 LO0568.geopotential number by the normal gravity value computed on the
 LO0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0568.degrees latitude (g = 980.6199 gals.).
 LO0568
 LO0568.The modeled gravity was interpolated from observed gravity values.
 LO0568
 LO0568;                    North         East    Units  Estimated Accuracy
 LO0568;SPC UT C     - 2,257,800.      466,340.      MT  (+/- 180 meters Scaled)
 LO0568
 LO0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL240008(NAD 83)
 LO0568
 LO0568                          SUPERSEDED SURVEY CONTROL
 LO0568
 LO0568.No superseded survey control is available for this station.
 LO0568
 LO0568_MARKER: DD = SURVEY DISK
 LO0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0568_SP_SET: PIER
 LO0568_STAMPING: 4310 1910 3
 LO0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0568
 LO0568  HISTORY     - Date     Condition        Report By
 LO0568  HISTORY     - 1910     MONUMENTED       USGS
 LO0568  HISTORY     - 1953     MARK NOT FOUND   CGS
 LO0568  HISTORY     - 1983     MARK NOT FOUND   NGS
 LO0568
 LO0568                          STATION DESCRIPTION
 LO0568
 LO0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LO0568'0.75 MI S FROM MURRAY.
 LO0568'ABOUT 3/4 MILE SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 LO0568'FROM THE STATION AT MURRAY, SOUTHWEST OF THE AMERICAN SMELTING AND
 LO0568'REFINING CO. PROPERTY, ABOUT 150 FEET EAST OF THE WEST TRACK, 25 FEET
 LO0568'NORTHWEST OF A FLAGMANS CABIN, AND IN A STONE PIER ABOUT 1 FOOT
 LO0568'SQUARE.  STAMPED 4310 1910 3.  NOTE-- IT WAS REPORTED IN 1934 THAT THE
 LO0568'FACE OF THE DISK HAS BEEN MUTILATED AND ONLY PART OF THE STAMPING IS
 LO0568'LEGIBLE.  NOTE-- SOME RECENT CONSTRUCTION WORK HAS BEEN DONE IN THIS
 LO0568'VICINITY.
 LO0568
 LO0568                          STATION RECOVERY (1983)
 LO0568
 LO0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LO0568'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0382 ***********************************************************************
 KO0382  DESIGNATION -  4326
 KO0382  PID         -  KO0382
 KO0382  STATE/COUNTY-  UT/JUAB
 KO0382  COUNTRY     -  US
 KO0382  USGS QUAD   -  BOYD STATION (2017)
 KO0382
 KO0382                         *CURRENT SURVEY CONTROL
 KO0382  ______________________________________________________________________
 KO0382* NAD 83(1986) POSITION- 39 52 26.     (N) 113 37 03.     (W)   SCALED
 KO0382* NAVD 88 ORTHO HEIGHT -  1320.406 (meters)     4332.03  (feet) ADJUSTED
 KO0382  ______________________________________________________________________
 KO0382  GEOID HEIGHT    -        -19.535 (meters)                     GEOID18
 KO0382  DYNAMIC HEIGHT  -       1319.273 (meters)     4328.31  (feet) COMP
 KO0382  MODELED GRAVITY -    979,722.3   (mgal)                       NAVD 88
 KO0382
 KO0382  VERT ORDER      -  SECOND    CLASS 0
 KO0382
 KO0382.The horizontal coordinates were scaled from a map and have
 KO0382.an estimated accuracy of +/- 6 seconds.
 KO0382
 KO0382.The orthometric height was determined by differential leveling and
 KO0382.adjusted by the NATIONAL GEODETIC SURVEY
 KO0382.in June 1991.
 KO0382
 KO0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0382.GEOID18 height accuracy estimate available here.
 KO0382
 KO0382.Click photographs - Photos may exist for this station.
 KO0382
 KO0382.The dynamic height is computed by dividing the NAVD 88
 KO0382.geopotential number by the normal gravity value computed on the
 KO0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0382.degrees latitude (g = 980.6199 gals.).
 KO0382
 KO0382.The modeled gravity was interpolated from observed gravity values.
 KO0382
 KO0382;                    North         East    Units  Estimated Accuracy
 KO0382;SPC UT C     - 2,173,170.      318,880.      MT  (+/- 180 meters Scaled)
 KO0382
 KO0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK761170(NAD 83)
 KO0382
 KO0382                          SUPERSEDED SURVEY CONTROL
 KO0382
 KO0382  NGVD 29 (??/??/92) 1319.388  (m)         4328.69   (f) ADJ UNCH    2 0
 KO0382
 KO0382.Superseded values are not recommended for survey control.
 KO0382
 KO0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0382.See file dsdata.pdf to determine how the superseded data were derived.
 KO0382
 KO0382_MARKER: DD = SURVEY DISK
 KO0382_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0382_STAMPING: 4326
 KO0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0382
 KO0382  HISTORY     - Date     Condition        Report By
 KO0382  HISTORY     - 1908     MONUMENTED       USGS
 KO0382  HISTORY     - 1934     GOOD             CGS
 KO0382
 KO0382                          STATION DESCRIPTION
 KO0382
 KO0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0382'5.7 MI E FROM CALLAO.
 KO0382'5.7 MILES EAST ALONG THE ROAD TO HINCKLEY FROM THE POST OFFICE AT
 KO0382'CALLAO.  0.2 MILE EAST OF CROSSING TWO SMALL SAND DUNES, AND 40 FEET
 KO0382'NORTH OF CENTERLINE OF ROAD.  RIVETED ON TOP OF 3-1/2-INCH IRON PIPE
 KO0382'IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0385 ***********************************************************************
 KO0385  DESIGNATION -  4326
 KO0385  PID         -  KO0385
 KO0385  STATE/COUNTY-  UT/JUAB
 KO0385  COUNTRY     -  US
 KO0385  USGS QUAD   -  CALLAO (2017)
 KO0385
 KO0385                         *CURRENT SURVEY CONTROL
 KO0385  ______________________________________________________________________
 KO0385* NAD 83(1986) POSITION- 39 53 35.     (N) 113 41 42.     (W)   SCALED
 KO0385* NAVD 88 ORTHO HEIGHT -  1320.563 (meters)     4332.55  (feet) ADJUSTED
 KO0385  ______________________________________________________________________
 KO0385  GEOID HEIGHT    -        -19.474 (meters)                     GEOID18
 KO0385  DYNAMIC HEIGHT  -       1319.414 (meters)     4328.78  (feet) COMP
 KO0385  MODELED GRAVITY -    979,710.6   (mgal)                       NAVD 88
 KO0385
 KO0385  VERT ORDER      -  SECOND    CLASS 0
 KO0385
 KO0385.The horizontal coordinates were scaled from a map and have
 KO0385.an estimated accuracy of +/- 6 seconds.
 KO0385
 KO0385.The orthometric height was determined by differential leveling and
 KO0385.adjusted by the NATIONAL GEODETIC SURVEY
 KO0385.in June 1991.
 KO0385
 KO0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0385.GEOID18 height accuracy estimate available here.
 KO0385
 KO0385.Click photographs - Photos may exist for this station.
 KO0385
 KO0385.The dynamic height is computed by dividing the NAVD 88
 KO0385.geopotential number by the normal gravity value computed on the
 KO0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0385.degrees latitude (g = 980.6199 gals.).
 KO0385
 KO0385.The modeled gravity was interpolated from observed gravity values.
 KO0385
 KO0385;                    North         East    Units  Estimated Accuracy
 KO0385;SPC UT C     - 2,175,460.      312,310.      MT  (+/- 180 meters Scaled)
 KO0385
 KO0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK695193(NAD 83)
 KO0385
 KO0385                          SUPERSEDED SURVEY CONTROL
 KO0385
 KO0385  NGVD 29 (??/??/92) 1319.531  (m)         4329.16   (f) ADJ UNCH    2 0
 KO0385
 KO0385.Superseded values are not recommended for survey control.
 KO0385
 KO0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0385.See file dsdata.pdf to determine how the superseded data were derived.
 KO0385
 KO0385_MARKER: DD = SURVEY DISK
 KO0385_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0385_STAMPING: 4326
 KO0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0385
 KO0385  HISTORY     - Date     Condition        Report By
 KO0385  HISTORY     - 1908     MONUMENTED       USGS
 KO0385  HISTORY     - 1934     GOOD             CGS
 KO0385
 KO0385                          STATION DESCRIPTION
 KO0385
 KO0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0385'1.2 MI E FROM CALLAO.
 KO0385'1.2 MILES EAST ALONG THE ROAD TO HINCKLEY FROM THE POST OFFICE AT
 KO0385'CALLAO.  0.8 MILE EAST OF THE CALLAO SCHOOLHOUSE, 200 FEET SOUTH EAST
 KO0385'OF THE SOUTHEAST CORNER OF THE JOHN KEARNEY RANCH HOUSE, 10 FEET WEST
 KO0385'OF FIELD GATE, 3 FEET NORTH OF RAIL FENCE AROUND LARGE FEED LOT, 40
 KO0385'FEET SOUTH OF CENTER LINE OF ROAD.  RIVETED ON TOP OF 3-1/2-INCH IRON
 KO0385'PIPE SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0304 ***********************************************************************
 KO0304  DESIGNATION -  4340
 KO0304  PID         -  KO0304
 KO0304  STATE/COUNTY-  UT/JUAB
 KO0304  COUNTRY     -  US
 KO0304  USGS QUAD   -  FISH SPRINGS NW (2017)
 KO0304
 KO0304                         *CURRENT SURVEY CONTROL
 KO0304  ______________________________________________________________________
 KO0304* NAD 83(1986) POSITION- 39 53 12.     (N) 113 27 29.     (W)   SCALED
 KO0304* NAVD 88 ORTHO HEIGHT -  1324.615 (meters)     4345.84  (feet) ADJUSTED
 KO0304  ______________________________________________________________________
 KO0304  GEOID HEIGHT    -        -19.345 (meters)                     GEOID18
 KO0304  DYNAMIC HEIGHT  -       1323.508 (meters)     4342.21  (feet) COMP
 KO0304  MODELED GRAVITY -    979,744.4   (mgal)                       NAVD 88
 KO0304
 KO0304  VERT ORDER      -  SECOND    CLASS 0
 KO0304
 KO0304.The horizontal coordinates were scaled from a map and have
 KO0304.an estimated accuracy of +/- 6 seconds.
 KO0304
 KO0304.The orthometric height was determined by differential leveling and
 KO0304.adjusted by the NATIONAL GEODETIC SURVEY
 KO0304.in June 1991.
 KO0304
 KO0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0304.GEOID18 height accuracy estimate available here.
 KO0304
 KO0304.Click photographs - Photos may exist for this station.
 KO0304
 KO0304.The dynamic height is computed by dividing the NAVD 88
 KO0304.geopotential number by the normal gravity value computed on the
 KO0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0304.degrees latitude (g = 980.6199 gals.).
 KO0304
 KO0304.The modeled gravity was interpolated from observed gravity values.
 KO0304
 KO0304;                    North         East    Units  Estimated Accuracy
 KO0304;SPC UT C     - 2,174,280.      332,550.      MT  (+/- 180 meters Scaled)
 KO0304
 KO0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK898180(NAD 83)
 KO0304
 KO0304                          SUPERSEDED SURVEY CONTROL
 KO0304
 KO0304  NGVD 29 (??/??/92) 1323.621  (m)         4342.58   (f) ADJ UNCH    2 0
 KO0304
 KO0304.Superseded values are not recommended for survey control.
 KO0304
 KO0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0304.See file dsdata.pdf to determine how the superseded data were derived.
 KO0304
 KO0304_MARKER: P = PIPE CAP
 KO0304_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0304_STAMPING: 4340
 KO0304_MARK LOGO: USGS
 KO0304_MAGNETIC: P = MARKER IS A STEEL PIPE
 KO0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0304
 KO0304  HISTORY     - Date     Condition        Report By
 KO0304  HISTORY     - UNK      MONUMENTED       USGS
 KO0304  HISTORY     - 1934     GOOD             CGS
 KO0304
 KO0304                          STATION DESCRIPTION
 KO0304
 KO0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0304'3.2 MI W FROM FISH SPRINGS.
 KO0304'3.2 MILES WEST ALONG THE HINCKLEY-CALLAO ROAD FROM FISH SPRINGS, 200
 KO0304'FEET WEST OF THE CENTERLINE OF THE ROAD, AND NEAR THE WESTERN END OF A
 KO0304'BLACK LAVA ROCK MESA.  RIVETED ON TOP OF 3-1/2 INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0379 ***********************************************************************
 KO0379  DESIGNATION -  4348
 KO0379  PID         -  KO0379
 KO0379  STATE/COUNTY-  UT/JUAB
 KO0379  COUNTRY     -  US
 KO0379  USGS QUAD   -  BOYD STATION (2017)
 KO0379
 KO0379                         *CURRENT SURVEY CONTROL
 KO0379  ______________________________________________________________________
 KO0379* NAD 83(1986) POSITION- 39 50 37.     (N) 113 31 57.     (W)   SCALED
 KO0379* NAVD 88 ORTHO HEIGHT -  1327.053 (meters)     4353.84  (feet) ADJUSTED
 KO0379  ______________________________________________________________________
 KO0379  GEOID HEIGHT    -        -19.436 (meters)                     GEOID18
 KO0379  DYNAMIC HEIGHT  -       1325.921 (meters)     4350.13  (feet) COMP
 KO0379  MODELED GRAVITY -    979,727.2   (mgal)                       NAVD 88
 KO0379
 KO0379  VERT ORDER      -  SECOND    CLASS 0
 KO0379
 KO0379.The horizontal coordinates were scaled from a map and have
 KO0379.an estimated accuracy of +/- 6 seconds.
 KO0379
 KO0379.The orthometric height was determined by differential leveling and
 KO0379.adjusted by the NATIONAL GEODETIC SURVEY
 KO0379.in June 1991.
 KO0379
 KO0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0379.GEOID18 height accuracy estimate available here.
 KO0379
 KO0379.Click photographs - Photos may exist for this station.
 KO0379
 KO0379.The dynamic height is computed by dividing the NAVD 88
 KO0379.geopotential number by the normal gravity value computed on the
 KO0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0379.degrees latitude (g = 980.6199 gals.).
 KO0379
 KO0379.The modeled gravity was interpolated from observed gravity values.
 KO0379
 KO0379;                    North         East    Units  Estimated Accuracy
 KO0379;SPC UT C     - 2,169,650.      326,070.      MT  (+/- 180 meters Scaled)
 KO0379
 KO0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK833134(NAD 83)
 KO0379
 KO0379                          SUPERSEDED SURVEY CONTROL
 KO0379
 KO0379  NGVD 29 (??/??/92) 1326.040  (m)         4350.52   (f) ADJ UNCH    2 0
 KO0379
 KO0379.Superseded values are not recommended for survey control.
 KO0379
 KO0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0379.See file dsdata.pdf to determine how the superseded data were derived.
 KO0379
 KO0379_MARKER: DD = SURVEY DISK
 KO0379_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0379_STAMPING: 4348
 KO0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0379
 KO0379  HISTORY     - Date     Condition        Report By
 KO0379  HISTORY     - UNK      MONUMENTED       USFS
 KO0379  HISTORY     - 1934     GOOD             CGS
 KO0379
 KO0379                          STATION DESCRIPTION
 KO0379
 KO0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0379'8.4 MI W FROM FISH SPRINGS.
 KO0379'8.4 MILES WEST ALONG THE HINCKLEY-CALLAO ROAD FROM FISH SPRINGS, 40
 KO0379'FEET NORTH OF THE JUNCTION WITH SIDE ROAD LEADING SOUTHWEST TO TROUT
 KO0379'SPRINGS, 27 FEET NORTHWEST OF CENTERLINE OF HINCKLEY CALLAO ROAD.
 KO0379'FASTENED ON TOP OF IRON PIPE SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0214 ***********************************************************************
 JM0214  DESIGNATION -  4350
 JM0214  PID         -  JM0214
 JM0214  STATE/COUNTY-  UT/GRAND
 JM0214  COUNTRY     -  US
 JM0214  USGS QUAD   -  CISCO (2017)
 JM0214
 JM0214                         *CURRENT SURVEY CONTROL
 JM0214  ______________________________________________________________________
 JM0214* NAD 83(1986) POSITION- 38 58 13.     (N) 109 19 21.     (W)   SCALED
 JM0214* NAVD 88 ORTHO HEIGHT -  1327.455 (meters)     4355.16  (feet) POSTED
 JM0214  ______________________________________________________________________
 JM0214  GEOID HEIGHT    -        -19.340 (meters)                     GEOID18
 JM0214  DYNAMIC HEIGHT  -       1326.16  (meters)     4350.9   (feet) COMP
 JM0214  MODELED GRAVITY -    979,608.8   (mgal)                       NAVD 88
 JM0214
 JM0214  VERT ORDER      -  * POSTED, SEE BELOW
 JM0214
 JM0214.The horizontal coordinates were scaled from a map and have
 JM0214.an estimated accuracy of +/- 6 seconds.
 JM0214
 JM0214.The orthometric height was determined by differential leveling
 JM0214.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JM0214
 JM0214.* This is a POSTED BENCH MARK height.
 JM0214
 JM0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0214.GEOID18 height accuracy estimate available here.
 JM0214
 JM0214.Click photographs - Photos may exist for this station.
 JM0214
 JM0214.The dynamic height is computed by dividing the NAVD 88
 JM0214.geopotential number by the normal gravity value computed on the
 JM0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0214.degrees latitude (g = 980.6199 gals.).
 JM0214
 JM0214.The modeled gravity was interpolated from observed gravity values.
 JM0214
 JM0214;                    North         East    Units  Estimated Accuracy
 JM0214;SPC UT C     - 2,073,010.      688,690.      MT  (+/- 180 meters Scaled)
 JM0214
 JM0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ453148(NAD 83)
 JM0214
 JM0214                          SUPERSEDED SURVEY CONTROL
 JM0214
 JM0214  NGVD 29 (??/??/92) 1326.437  (m)         4351.82   (f) ADJ UNCH    1 2
 JM0214
 JM0214.Superseded values are not recommended for survey control.
 JM0214
 JM0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0214.See file dsdata.pdf to determine how the superseded data were derived.
 JM0214
 JM0214_MARKER: P = PIPE CAP
 JM0214_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0214_STAMPING: 4350 1910 68
 JM0214_MARK LOGO: USGS
 JM0214_MAGNETIC: P = MARKER IS A STEEL PIPE
 JM0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0214
 JM0214  HISTORY     - Date     Condition        Report By
 JM0214  HISTORY     - 1910     MONUMENTED       USGS
 JM0214  HISTORY     - 1954     GOOD             CGS
 JM0214  HISTORY     - 1960     MARK NOT FOUND   USGS
 JM0214  HISTORY     - 19980715 MARK NOT FOUND   NGS
 JM0214  HISTORY     - 20121105 MARK NOT FOUND   GEOCAC
 JM0214
 JM0214                          STATION DESCRIPTION
 JM0214
 JM0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JM0214'IN CISCO.
 JM0214'AT CISCO, GRAND COUNTY, AND 31-1/2 FEET EAST OF THE DENVER AND RIO
 JM0214'GRANDE WESTERN RAILROAD STATION.  A UNITED STATES GEOLOGICAL SURVEY
 JM0214'STANDARD CAP, STAMPED 4350 1910 68 AND RIVETED ON THE TOP OF A
 JM0214'3-1/2-INCH IRON PIPE.
 JM0214
 JM0214                          STATION RECOVERY (1960)
 JM0214
 JM0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JM0214'MARK NOT FOUND.
 JM0214
 JM0214                          STATION RECOVERY (1998)
 JM0214
 JM0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DW)
 JM0214'MARK NOT FOUND.
 JM0214
 JM0214                          STATION RECOVERY (2012)
 JM0214
 JM0214'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 JM0214'THE RR STATION HAS BEEN REMOVED AND THE LOCATION DISTURBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0584 ***********************************************************************
 LO0584  DESIGNATION -  4352
 LO0584  PID         -  LO0584
 LO0584  STATE/COUNTY-  UT/SALT LAKE
 LO0584  COUNTRY     -  US
 LO0584  USGS QUAD   -  SUGAR HOUSE (2017)
 LO0584
 LO0584                         *CURRENT SURVEY CONTROL
 LO0584  ______________________________________________________________________
 LO0584* NAD 83(1986) POSITION- 40 43 32.     (N) 111 51 34.     (W)   SCALED
 LO0584* NAVD 88 ORTHO HEIGHT -  1328.274 (meters)     4357.85  (feet) POSTED
 LO0584  ______________________________________________________________________
 LO0584  GEOID HEIGHT    -        -16.741 (meters)                     GEOID18
 LO0584  DYNAMIC HEIGHT  -       1327.21  (meters)     4354.4   (feet) COMP
 LO0584  MODELED GRAVITY -    979,778.0   (mgal)                       NAVD 88
 LO0584
 LO0584  VERT ORDER      -  * POSTED, SEE BELOW
 LO0584
 LO0584.The horizontal coordinates were scaled from a map and have
 LO0584.an estimated accuracy of +/- 6 seconds.
 LO0584
 LO0584.The orthometric height was determined by differential leveling
 LO0584.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LO0584
 LO0584.* This is a POSTED BENCH MARK height.
 LO0584
 LO0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0584.GEOID18 height accuracy estimate available here.
 LO0584
 LO0584.Click photographs - Photos may exist for this station.
 LO0584
 LO0584.The dynamic height is computed by dividing the NAVD 88
 LO0584.geopotential number by the normal gravity value computed on the
 LO0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0584.degrees latitude (g = 980.6199 gals.).
 LO0584
 LO0584.The modeled gravity was interpolated from observed gravity values.
 LO0584
 LO0584;                    North         East    Units  Estimated Accuracy
 LO0584;SPC UT C     - 2,265,660.      469,630.      MT  (+/- 180 meters Scaled)
 LO0584
 LO0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL274086(NAD 83)
 LO0584
 LO0584                          SUPERSEDED SURVEY CONTROL
 LO0584
 LO0584.No superseded survey control is available for this station.
 LO0584
 LO0584_MARKER: P = PIPE CAP
 LO0584_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0584_STAMPING: 4352 SLAK
 LO0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0584
 LO0584  HISTORY     - Date     Condition        Report By
 LO0584  HISTORY     - 1910     MONUMENTED       USGS
 LO0584  HISTORY     - 1952     MARK NOT FOUND   USGS
 LO0584
 LO0584                          STATION DESCRIPTION
 LO0584
 LO0584'DESCRIBED BY US GEOLOGICAL SURVEY 1910 (LFB)
 LO0584'IN SALT LAKE CITY.
 LO0584'AT SALT LAKE CITY, SALT LAKE COUNTY, AT THE INTERSECTION OF ELEVENTH
 LO0584'EAST STREET AND TWENTY-FIRST SOUTH STREET, ABOUT 100 FEET NORTHEAST OF
 LO0584'THE STREET CROSSING, AT A BUILDING FORMERLY OCCUPIED BY THE GRANITE
 LO0584'LAUNDRY, AND UNDER THE FLOOR OF THE BICYCLE REPAIR SHOP AT THE
 LO0584'SOUTHWEST CORNER OF THE BUILDING.  A UNITED STATES GEOLOCIAL SURVEY
 LO0584'STANDARD CAP, STAMPED 4352 SLAK AND RIVETED TO THE TOP OF AN IRON
 LO0584'PIPE.  NOTE-- IT WAS REPORTED IN OCTOBER 1934 THAT THE FLOOR HAS BEEN
 LO0584'RE-COVERED AND NO HOLE EXISTS (AS FORMERLY) OVER THE MARK.
 LO0584
 LO0584                          STATION RECOVERY (1952)
 LO0584
 LO0584'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 LO0584'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0563 ***********************************************************************
 LO0563  DESIGNATION -  4354
 LO0563  PID         -  LO0563
 LO0563  STATE/COUNTY-  UT/SALT LAKE
 LO0563  COUNTRY     -  US
 LO0563  USGS QUAD   -  MIDVALE (2017)
 LO0563
 LO0563                         *CURRENT SURVEY CONTROL
 LO0563  ______________________________________________________________________
 LO0563* NAD 83(1986) POSITION- 40 36 37.     (N) 111 54 32.     (W)   SCALED
 LO0563* NAVD 88 ORTHO HEIGHT -  1328.313 (meters)     4357.97  (feet) ADJUSTED
 LO0563  ______________________________________________________________________
 LO0563  GEOID HEIGHT    -        -17.133 (meters)                     GEOID18
 LO0563  DYNAMIC HEIGHT  -       1327.217 (meters)     4354.38  (feet) COMP
 LO0563  MODELED GRAVITY -    979,754.3   (mgal)                       NAVD 88
 LO0563
 LO0563  VERT ORDER      -  FIRST     CLASS II
 LO0563
 LO0563.The horizontal coordinates were scaled from a map and have
 LO0563.an estimated accuracy of +/- 6 seconds.
 LO0563
 LO0563.The orthometric height was determined by differential leveling and
 LO0563.adjusted by the NATIONAL GEODETIC SURVEY
 LO0563.in June 1991.
 LO0563
 LO0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0563.GEOID18 height accuracy estimate available here.
 LO0563
 LO0563.Click photographs - Photos may exist for this station.
 LO0563
 LO0563.The dynamic height is computed by dividing the NAVD 88
 LO0563.geopotential number by the normal gravity value computed on the
 LO0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0563.degrees latitude (g = 980.6199 gals.).
 LO0563
 LO0563.The modeled gravity was interpolated from observed gravity values.
 LO0563
 LO0563;                    North         East    Units  Estimated Accuracy
 LO0563;SPC UT C     - 2,252,870.      465,400.      MT  (+/- 180 meters Scaled)
 LO0563
 LO0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK231958(NAD 83)
 LO0563
 LO0563                          SUPERSEDED SURVEY CONTROL
 LO0563
 LO0563  NGVD 29 (??/??/92) 1327.346  (m)         4354.80   (f) ADJ UNCH    1 2
 LO0563
 LO0563.Superseded values are not recommended for survey control.
 LO0563
 LO0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0563.See file dsdata.pdf to determine how the superseded data were derived.
 LO0563
 LO0563_MARKER: DD = SURVEY DISK
 LO0563_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0563_SP_SET: BUILDING
 LO0563_STAMPING: 4354
 LO0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0563
 LO0563  HISTORY     - Date     Condition        Report By
 LO0563  HISTORY     - 1910     MONUMENTED       USGS
 LO0563  HISTORY     - 1953     GOOD             CGS
 LO0563
 LO0563                          STATION DESCRIPTION
 LO0563
 LO0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LO0563'IN MIDVALE.
 LO0563'AT MIDVALE, SALT LAKE COUNTY, 0.15 MILE WEST OF THE DENVER AND RIO
 LO0563'GRANDE WESTERN RAILROAD STATION ABOUT 150 FEET EAST OF THE
 LO0563'INTERSECTION OF CENTER AND NORTH MAIN STREETS, IN THE NORTH FACE OF
 LO0563'THE SECOND BUILDING EAST OF MAIN STREET, ON THE SOUTH SIDE OF CENTER
 LO0563'STREET, 0.7 FOOT WEST OF THE NORTHEAST CORNER OF THE BUILDING, AND
 LO0563'ABOUT 4 FEET ABOVE THE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY
 LO0563'STANDARD DISK, STAMPED 4354 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0607 ***********************************************************************
 JO0607  DESIGNATION -  44 DOR
 JO0607  PID         -  JO0607
 JO0607  STATE/COUNTY-  UT/IRON
 JO0607  COUNTRY     -  US
 JO0607  USGS QUAD   -  MOUNTAIN SPRING PEAK (2017)
 JO0607
 JO0607                         *CURRENT SURVEY CONTROL
 JO0607  ______________________________________________________________________
 JO0607* NAD 83(1986) POSITION- 38 00 23.     (N) 113 32 43.     (W)   SCALED
 JO0607* NAVD 88 ORTHO HEIGHT -  1671.374 (meters)     5483.50  (feet) POSTED
 JO0607  ______________________________________________________________________
 JO0607  GEOID HEIGHT    -        -22.263 (meters)                     GEOID18
 JO0607  DYNAMIC HEIGHT  -       1669.53  (meters)     5477.4   (feet) COMP
 JO0607  MODELED GRAVITY -    979,465.5   (mgal)                       NAVD 88
 JO0607
 JO0607  VERT ORDER      -  * POSTED, SEE BELOW
 JO0607
 JO0607.The horizontal coordinates were scaled from a map and have
 JO0607.an estimated accuracy of +/- 6 seconds.
 JO0607
 JO0607.The orthometric height was determined by differential leveling
 JO0607.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0607
 JO0607.* This is a POSTED BENCH MARK height.
 JO0607
 JO0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0607.GEOID18 height accuracy estimate available here.
 JO0607
 JO0607.Click photographs - Photos may exist for this station.
 JO0607
 JO0607.The dynamic height is computed by dividing the NAVD 88
 JO0607.geopotential number by the normal gravity value computed on the
 JO0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0607.degrees latitude (g = 980.6199 gals.).
 JO0607
 JO0607.The modeled gravity was interpolated from observed gravity values.
 JO0607
 JO0607;                    North         East    Units  Estimated Accuracy
 JO0607;SPC UT S     - 3,150,650.      320,400.      MT  (+/- 180 meters Scaled)
 JO0607
 JO0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH765095(NAD 83)
 JO0607
 JO0607                          SUPERSEDED SURVEY CONTROL
 JO0607
 JO0607  NGVD 29 (??/??/92) 1670.28   (m)         5479.9    (f) COMPUTED    2 0
 JO0607
 JO0607.Superseded values are not recommended for survey control.
 JO0607
 JO0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0607.See file dsdata.pdf to determine how the superseded data were derived.
 JO0607
 JO0607_MARKER: DB = BENCH MARK DISK
 JO0607_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0607_STAMPING: 44 DOR 1971
 JO0607_MARK LOGO: USGS
 JO0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0607
 JO0607  HISTORY     - Date     Condition        Report By
 JO0607  HISTORY     - 1971     MONUMENTED       USGS
 JO0607
 JO0607                          STATION DESCRIPTION
 JO0607
 JO0607'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 JO0607'10.0 KM (6.20 MI) WEST FROM LUND.
 JO0607'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0607'AND PINE VALLEY ROAD, PROCEED 6.2 MILES WEST ALONG PINE VALLEY ROAD
 JO0607'TO A T-ROAD NORTH, 73 FEET SOUTHWEST OF A SIGNBOARD, 52 FEET
 JO0607'SOUTHWEST OF THE CENTER OF THE ROAD.  OCCUPIED AND ESTABLISHED AS A
 JO0607'THIRD ORDER TRIANGULATION STATION IN 1971 BY THE USGS.  A COPPER-CLAD
 JO0607'STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3
 JO0607'INCHES.
 JO0607'THE MARK IS 2 FT  N FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0398 ***********************************************************************
 KM0398  DESIGNATION -  44 FMK
 KM0398  PID         -  KM0398
 KM0398  STATE/COUNTY-  UT/GRAND
 KM0398  COUNTRY     -  US
 KM0398  USGS QUAD   -  BITTER CREEK WELL (2017)
 KM0398
 KM0398                         *CURRENT SURVEY CONTROL
 KM0398  ______________________________________________________________________
 KM0398* NAD 83(1986) POSITION- 39 12 12.72   (N) 109 06 53.58   (W)   HD_HELD1
 KM0398* NAVD 88 ORTHO HEIGHT -  1440.334 (meters)     4725.50  (feet) POSTED
 KM0398  ______________________________________________________________________
 KM0398  GEOID HEIGHT    -        -18.026 (meters)                     GEOID18
 KM0398  DYNAMIC HEIGHT  -       1438.95  (meters)     4721.0   (feet) COMP
 KM0398  MODELED GRAVITY -    979,615.8   (mgal)                       NAVD 88
 KM0398
 KM0398  VERT ORDER      -  * POSTED, SEE BELOW
 KM0398
 KM0398.The horizontal coordinates were determined by differentially corrected
 KM0398.hand held GPS observations or other comparable positioning techniques
 KM0398.and have an estimated accuracy of +/- 3 meters.
 KM0398
 KM0398.The orthometric height was determined by differential leveling
 KM0398.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0398
 KM0398.* This is a POSTED BENCH MARK height.
 KM0398
 KM0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0398.GEOID18 height accuracy estimate available here.
 KM0398
 KM0398.Click photographs - Photos may exist for this station.
 KM0398
 KM0398.The dynamic height is computed by dividing the NAVD 88
 KM0398.geopotential number by the normal gravity value computed on the
 KM0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0398.degrees latitude (g = 980.6199 gals.).
 KM0398
 KM0398.The modeled gravity was interpolated from observed gravity values.
 KM0398
 KM0398;                    North         East    Units  Estimated Accuracy
 KM0398;SPC UT C     - 2,099,356.2     705,988.0     MT  (+/- 3 meters HH1 GPS) 
 KM0398
 KM0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ6277241056(NAD 83)
 KM0398
 KM0398                          SUPERSEDED SURVEY CONTROL
 KM0398
 KM0398  NGVD 29 (??/??/92) 1439.25   (m)         4721.9    (f) COMPUTED    2 0
 KM0398
 KM0398.Superseded values are not recommended for survey control.
 KM0398
 KM0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0398.See file dsdata.pdf to determine how the superseded data were derived.
 KM0398
 KM0398_MARKER: DD = SURVEY DISK
 KM0398_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0398_STAMPING: 44 FMK 1969 4722
 KM0398_MARK LOGO: USGS
 KM0398_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KM0398+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 KM0398
 KM0398  HISTORY     - Date     Condition        Report By
 KM0398  HISTORY     - 1969     MONUMENTED       USGS
 KM0398  HISTORY     - 20051213 GOOD             GEOCAC
 KM0398
 KM0398                          STATION DESCRIPTION
 KM0398
 KM0398'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0398'FROM MACK, COLORADO, PROCEED 15.6 MILES NORTHWEST ALONG U. S.
 KM0398'HIGHWAYS 6 AND 50, 3.5 MILES WEST OF COLORADO-UTAH STATE LINE
 KM0398'CROSSING, TO A T-ROAD NORTH, 75 FEET SOUTH AND 120 FEET WEST OF THE
 KM0398'CENTERLINE OF AN INTERSECTION, WITNESS POST SET NEAR BENCH MARK, SET
 KM0398'ON 10 FEET OF COPPER-COATED STEEL ROD ENCASED IN A 6-INCH CONCRETE
 KM0398'PIPE WHICH IS FLUSH WITH THE GROUND.
 KM0398
 KM0398                          STATION RECOVERY (2005)
 KM0398
 KM0398'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0398'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0361 ***********************************************************************
 MS0361  DESIGNATION -  4412.87
 MS0361  PID         -  MS0361
 MS0361  STATE/COUNTY-  UT/BOX ELDER
 MS0361  COUNTRY     -  US
 MS0361  USGS QUAD   -  PIGEON MOUNTAIN (2017)
 MS0361
 MS0361                         *CURRENT SURVEY CONTROL
 MS0361  ______________________________________________________________________
 MS0361* NAD 83(1986) POSITION- 41 21 49.     (N) 113 50 45.     (W)   SCALED
 MS0361* NAVD 88 ORTHO HEIGHT -  1346.077 (meters)     4416.25  (feet) ADJUSTED
 MS0361  ______________________________________________________________________
 MS0361  GEOID HEIGHT    -        -16.782 (meters)                     GEOID18
 MS0361  DYNAMIC HEIGHT  -       1345.119 (meters)     4413.11  (feet) COMP
 MS0361  MODELED GRAVITY -    979,864.8   (mgal)                       NAVD 88
 MS0361
 MS0361  VERT ORDER      -  FIRST     CLASS II
 MS0361
 MS0361.The horizontal coordinates were scaled from a map and have
 MS0361.an estimated accuracy of +/- 6 seconds.
 MS0361
 MS0361.The orthometric height was determined by differential leveling and
 MS0361.adjusted by the NATIONAL GEODETIC SURVEY
 MS0361.in June 1991.
 MS0361
 MS0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0361.GEOID18 height accuracy estimate available here.
 MS0361
 MS0361.Click photographs - Photos may exist for this station.
 MS0361
 MS0361.The dynamic height is computed by dividing the NAVD 88
 MS0361.geopotential number by the normal gravity value computed on the
 MS0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0361.degrees latitude (g = 980.6199 gals.).
 MS0361
 MS0361.The modeled gravity was interpolated from observed gravity values.
 MS0361
 MS0361;                    North         East    Units  Estimated Accuracy
 MS0361;SPC UT N     - 1,117,060.      303,750.      MT  (+/- 180 meters Scaled)
 MS0361
 MS0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL619830(NAD 83)
 MS0361
 MS0361                          SUPERSEDED SURVEY CONTROL
 MS0361
 MS0361  NGVD 29 (??/??/92) 1345.05   (m)         4412.9    (f) COMPUTED    1 2
 MS0361
 MS0361.Superseded values are not recommended for survey control.
 MS0361
 MS0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0361.See file dsdata.pdf to determine how the superseded data were derived.
 MS0361
 MS0361_MARKER: B = BOLT
 MS0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0361_SP_SET: FOUNDATION
 MS0361_STAMPING: 4412.87
 MS0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0361
 MS0361  HISTORY     - Date     Condition        Report By
 MS0361  HISTORY     - UNK      MONUMENTED       USWB
 MS0361  HISTORY     - 1945     GOOD             CGS
 MS0361
 MS0361                          STATION DESCRIPTION
 MS0361
 MS0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 MS0361'IN LUCIN INTERMEDIATE FIELD.
 MS0361'AT LUCIN INTERMEDIATE FIELD, BOX ELDER COUNTY, AT THE SOUTHEAST FACE
 MS0361'OF THE WEATHER BUREAU BUILDING, 2 FEET NORTHEAST OF THE NORTHEAST EDGE
 MS0361'OF THE DOOR, IN THE TOP OF THE CONCRETE FOUNDATION, AND SURROUNDED BY
 MS0361'A METAL TAG STAMPED 4412.87.  AN IRON BOLT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0559 ***********************************************************************
 LO0559  DESIGNATION -  4426
 LO0559  PID         -  LO0559
 LO0559  STATE/COUNTY-  UT/SALT LAKE
 LO0559  COUNTRY     -  US
 LO0559  USGS QUAD   -  MIDVALE (2017)
 LO0559
 LO0559                         *CURRENT SURVEY CONTROL
 LO0559  ______________________________________________________________________
 LO0559* NAD 83(1986) POSITION- 40 30 01.     (N) 111 54 42.     (W)   SCALED
 LO0559* NAVD 88 ORTHO HEIGHT -  1350.357 (meters)     4430.30  (feet) ADJUSTED
 LO0559  ______________________________________________________________________
 LO0559  GEOID HEIGHT    -        -17.277 (meters)                     GEOID18
 LO0559  DYNAMIC HEIGHT  -       1349.216 (meters)     4426.55  (feet) COMP
 LO0559  MODELED GRAVITY -    979,734.1   (mgal)                       NAVD 88
 LO0559
 LO0559  VERT ORDER      -  FIRST     CLASS II
 LO0559
 LO0559.The horizontal coordinates were scaled from a map and have
 LO0559.an estimated accuracy of +/- 6 seconds.
 LO0559
 LO0559.The orthometric height was determined by differential leveling and
 LO0559.adjusted by the NATIONAL GEODETIC SURVEY
 LO0559.in June 1991.
 LO0559
 LO0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0559.GEOID18 height accuracy estimate available here.
 LO0559
 LO0559.Click photographs - Photos may exist for this station.
 LO0559
 LO0559.The dynamic height is computed by dividing the NAVD 88
 LO0559.geopotential number by the normal gravity value computed on the
 LO0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0559.degrees latitude (g = 980.6199 gals.).
 LO0559
 LO0559.The modeled gravity was interpolated from observed gravity values.
 LO0559
 LO0559;                    North         East    Units  Estimated Accuracy
 LO0559;SPC UT C     - 2,240,660.      465,110.      MT  (+/- 180 meters Scaled)
 LO0559
 LO0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK227836(NAD 83)
 LO0559
 LO0559                          SUPERSEDED SURVEY CONTROL
 LO0559
 LO0559  NGVD 29 (??/??/92) 1349.371  (m)         4427.06   (f) ADJ UNCH    1 2
 LO0559
 LO0559.Superseded values are not recommended for survey control.
 LO0559
 LO0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0559.See file dsdata.pdf to determine how the superseded data were derived.
 LO0559
 LO0559_MARKER: DD = SURVEY DISK
 LO0559_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0559_SP_SET: BRIDGE
 LO0559_STAMPING: 4426-5
 LO0559_MARK LOGO: USGS
 LO0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0559
 LO0559  HISTORY     - Date     Condition        Report By
 LO0559  HISTORY     - 1910     MONUMENTED       USGS
 LO0559  HISTORY     - 1934     POOR             CGS
 LO0559  HISTORY     - 1974     POOR             NGS
 LO0559
 LO0559                          STATION DESCRIPTION
 LO0559
 LO0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0559'2.0 MI S FROM RIVERTON.
 LO0559'2.0 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 LO0559'RIVERTON, SALT LAKE COUNTY, IN THE NORTHEAST CORNER OF BRIDGE 726-69,
 LO0559'AND 8 FEET EAST OF THE CENTERLINE OF THE TRACK.  A UNITED STATES
 LO0559'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4426 5.  NOTE-- BADLY
 LO0559'MUTILATED BUT FIRMLY IN PLACE.
 LO0559
 LO0559                          STATION RECOVERY (1974)
 LO0559
 LO0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LO0559'2.0 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 LO0559'RIVERTON, SALT LAKE COUNTY, IN THE NORTHEAST ABUTMENT OF BRIDGE
 LO0559'726-69, 8 FEET EAST OF THE CENTERLINE OF THE TRACK. THE STAMPING ON
 LO0559'THE MARK IS NO LONGER LEGIBLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0217 ***********************************************************************
 JM0217  DESIGNATION -  4455
 JM0217  PID         -  JM0217
 JM0217  STATE/COUNTY-  UT/GRAND
 JM0217  COUNTRY     -  US
 JM0217  USGS QUAD   -  WHITE HOUSE (2017)
 JM0217
 JM0217                         *CURRENT SURVEY CONTROL
 JM0217  ______________________________________________________________________
 JM0217* NAD 83(1986) POSITION- 38 56 43.0    (N) 109 22 32.1    (W)   HD_HELD2
 JM0217* NAVD 88 ORTHO HEIGHT -  1359.584 (meters)     4460.57  (feet) POSTED
 JM0217  ______________________________________________________________________
 JM0217  GEOID HEIGHT    -        -19.626 (meters)                     GEOID18
 JM0217  DYNAMIC HEIGHT  -       1358.23  (meters)     4456.1   (feet) COMP
 JM0217  MODELED GRAVITY -    979,584.6   (mgal)                       NAVD 88
 JM0217
 JM0217  VERT ORDER      -  * POSTED, SEE BELOW
 JM0217
 JM0217.The horizontal coordinates were established by autonomous hand held GPS
 JM0217.observations and have an estimated accuracy of +/- 10 meters.
 JM0217
 JM0217.The orthometric height was determined by differential leveling
 JM0217.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JM0217
 JM0217.* This is a POSTED BENCH MARK height.
 JM0217
 JM0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0217.GEOID18 height accuracy estimate available here.
 JM0217
 JM0217.Click photographs - Photos may exist for this station.
 JM0217
 JM0217.The dynamic height is computed by dividing the NAVD 88
 JM0217.geopotential number by the normal gravity value computed on the
 JM0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0217.degrees latitude (g = 980.6199 gals.).
 JM0217
 JM0217.The modeled gravity was interpolated from observed gravity values.
 JM0217
 JM0217;                    North         East    Units  Estimated Accuracy
 JM0217;SPC UT C     - 2,070,126.      684,158.      MT  (+/- 10 meters HH2 GPS)
 JM0217
 JM0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ4077311958(NAD 83)
 JM0217
 JM0217                          SUPERSEDED SURVEY CONTROL
 JM0217
 JM0217  NGVD 29 (??/??/92) 1358.538  (m)         4457.14   (f) ADJ UNCH    1 2
 JM0217
 JM0217.Superseded values are not recommended for survey control.
 JM0217
 JM0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0217.See file dsdata.pdf to determine how the superseded data were derived.
 JM0217
 JM0217_MARKER: P = PIPE CAP
 JM0217_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0217_STAMPING: 4455 1910 67
 JM0217_MARK LOGO: USGS
 JM0217_MAGNETIC: P = MARKER IS A STEEL PIPE
 JM0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0217+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2010
 JM0217
 JM0217  HISTORY     - Date     Condition        Report By
 JM0217  HISTORY     - 1910     MONUMENTED       USGS
 JM0217  HISTORY     - 1954     GOOD             CGS
 JM0217  HISTORY     - 20100124 GOOD             GEOCAC
 JM0217
 JM0217                          STATION DESCRIPTION
 JM0217
 JM0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JM0217'3.7 MI W FROM CISCO.
 JM0217'3.7 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JM0217'CISCO, GRAND COUNTY, OPPOSITE MILEPOST 508, AND AT THE NORTH EDGE OF
 JM0217'THE RIGHT-OF-WAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 JM0217'STAMPED 4455 1910 67 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 JM0217
 JM0217                          STATION RECOVERY (2010)
 JM0217
 JM0217'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 JM0217'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0218 ***********************************************************************
 JM0218  DESIGNATION -  4485
 JM0218  PID         -  JM0218
 JM0218  STATE/COUNTY-  UT/GRAND
 JM0218  COUNTRY     -  US
 JM0218  USGS QUAD   -  WHITE HOUSE (2017)
 JM0218
 JM0218                         *CURRENT SURVEY CONTROL
 JM0218  ______________________________________________________________________
 JM0218* NAD 83(1986) POSITION- 38 56 10.     (N) 109 26 43.     (W)   SCALED
 JM0218* NAVD 88 ORTHO HEIGHT -  1368.588 (meters)     4490.11  (feet) POSTED
 JM0218  ______________________________________________________________________
 JM0218  GEOID HEIGHT    -        -19.826 (meters)                     GEOID18
 JM0218  DYNAMIC HEIGHT  -       1367.23  (meters)     4485.7   (feet) COMP
 JM0218  MODELED GRAVITY -    979,586.1   (mgal)                       NAVD 88
 JM0218
 JM0218  VERT ORDER      -  * POSTED, SEE BELOW
 JM0218
 JM0218.The horizontal coordinates were scaled from a map and have
 JM0218.an estimated accuracy of +/- 6 seconds.
 JM0218
 JM0218.The orthometric height was determined by differential leveling
 JM0218.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JM0218
 JM0218.* This is a POSTED BENCH MARK height.
 JM0218
 JM0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0218.GEOID18 height accuracy estimate available here.
 JM0218
 JM0218.Click photographs - Photos may exist for this station.
 JM0218
 JM0218.The dynamic height is computed by dividing the NAVD 88
 JM0218.geopotential number by the normal gravity value computed on the
 JM0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0218.degrees latitude (g = 980.6199 gals.).
 JM0218
 JM0218.The modeled gravity was interpolated from observed gravity values.
 JM0218
 JM0218;                    North         East    Units  Estimated Accuracy
 JM0218;SPC UT C     - 2,068,970.      678,140.      MT  (+/- 180 meters Scaled)
 JM0218
 JM0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ347108(NAD 83)
 JM0218
 JM0218                          SUPERSEDED SURVEY CONTROL
 JM0218
 JM0218  NGVD 29 (??/??/92) 1367.551  (m)         4486.71   (f) ADJ UNCH    1 2
 JM0218
 JM0218.Superseded values are not recommended for survey control.
 JM0218
 JM0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0218.See file dsdata.pdf to determine how the superseded data were derived.
 JM0218
 JM0218_MARKER: P = PIPE CAP
 JM0218_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0218_STAMPING: 4485 1910 66
 JM0218_MARK LOGO: USGS
 JM0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0218
 JM0218  HISTORY     - Date     Condition        Report By
 JM0218  HISTORY     - 1910     MONUMENTED       USGS
 JM0218  HISTORY     - 1934     GOOD             CGS
 JM0218
 JM0218                          STATION DESCRIPTION
 JM0218
 JM0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0218'IN WHITE HOUSE.
 JM0218'ABOUT 150 FEET WEST OF THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JM0218'TELEPHONE BOOTH AT WHITE HOUSE, GRAND COUNTY, AND 25 FEET NORTH OF THE
 JM0218'CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JM0218'DISK, STAMPED 4485 1910 66 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 JM0218'PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0519 ***********************************************************************
 LO0519  DESIGNATION -  4490
 LO0519  PID         -  LO0519
 LO0519  STATE/COUNTY-  UT/UTAH
 LO0519  COUNTRY     -  US
 LO0519  USGS QUAD   -  PROVO (2017)
 LO0519
 LO0519                         *CURRENT SURVEY CONTROL
 LO0519  ______________________________________________________________________
 LO0519* NAD 83(1986) POSITION- 40 13 07.     (N) 111 43 24.     (W)   SCALED
 LO0519* NAVD 88 ORTHO HEIGHT -  1369.793 (meters)     4494.06  (feet) ADJUSTED
 LO0519  ______________________________________________________________________
 LO0519  GEOID HEIGHT    -        -17.437 (meters)                     GEOID18
 LO0519  DYNAMIC HEIGHT  -       1368.585 (meters)     4490.10  (feet) COMP
 LO0519  MODELED GRAVITY -    979,697.4   (mgal)                       NAVD 88
 LO0519
 LO0519  VERT ORDER      -  SECOND    CLASS 0
 LO0519
 LO0519.This mark is at Provo Airport (PVU)
 LO0519
 LO0519.The horizontal coordinates were scaled from a map and have
 LO0519.an estimated accuracy of +/- 6 seconds.
 LO0519
 LO0519.The orthometric height was determined by differential leveling and
 LO0519.adjusted by the NATIONAL GEODETIC SURVEY
 LO0519.in June 1991.
 LO0519
 LO0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0519.GEOID18 height accuracy estimate available here.
 LO0519
 LO0519.Click photographs - Photos may exist for this station.
 LO0519
 LO0519.The dynamic height is computed by dividing the NAVD 88
 LO0519.geopotential number by the normal gravity value computed on the
 LO0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0519.degrees latitude (g = 980.6199 gals.).
 LO0519
 LO0519.The modeled gravity was interpolated from observed gravity values.
 LO0519
 LO0519;                    North         East    Units  Estimated Accuracy
 LO0519;SPC UT C     - 2,209,330.      480,990.      MT  (+/- 180 meters Scaled)
 LO0519
 LO0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK384522(NAD 83)
 LO0519
 LO0519                          SUPERSEDED SURVEY CONTROL
 LO0519
 LO0519  NGVD 29 (??/??/92) 1368.780  (m)         4490.74   (f) ADJ UNCH    2 0
 LO0519
 LO0519.Superseded values are not recommended for survey control.
 LO0519
 LO0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0519.See file dsdata.pdf to determine how the superseded data were derived.
 LO0519
 LO0519_MARKER: Z = SEE DESCRIPTION
 LO0519_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0519_SP_SET: APRON
 LO0519_STAMPING: USED EL. 4490.770
 LO0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0519
 LO0519  HISTORY     - Date     Condition        Report By
 LO0519  HISTORY     - UNK      MONUMENTED       DOD
 LO0519  HISTORY     - 1960     GOOD             CGS
 LO0519  HISTORY     - 1981     GOOD             USGS
 LO0519  HISTORY     - 19900306 MARK NOT FOUND   USGS
 LO0519
 LO0519                          STATION DESCRIPTION
 LO0519
 LO0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LO0519'3.4 MI W FROM PROVO.
 LO0519'ABOUT 3.4 MILES WEST OF PROVO AT THE MUNICIPAL AIRPORT, 320 FT. WEST
 LO0519'OF THE AIRPORT BEACON IN THE V FORMED BY THE APRON.  2.0 FT. WEST OF
 LO0519'THE EAST EDGE OF THE APRON.  A 1 1/2 INCH X 1 1/2 INCH SQUARE BRASS
 LO0519'MARKER SET IN DRILL HOLE IN CONCRETE APRON.
 LO0519
 LO0519                          STATION RECOVERY (1981)
 LO0519
 LO0519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LO0519'RECOVERED IN GOOD CONDITION.
 LO0519
 LO0519                          STATION RECOVERY (1990)
 LO0519
 LO0519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SDC)
 LO0519'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0593 ***********************************************************************
 LO0593  DESIGNATION -  4496
 LO0593  PID         -  LO0593
 LO0593  STATE/COUNTY-  UT/SALT LAKE
 LO0593  COUNTRY     -  US
 LO0593  USGS QUAD   -  SUGAR HOUSE (2017)
 LO0593
 LO0593                         *CURRENT SURVEY CONTROL
 LO0593  ______________________________________________________________________
 LO0593* NAD 83(1986) POSITION- 40 43 00.     (N) 111 50 00.     (W)   SCALED
 LO0593* NAVD 88 ORTHO HEIGHT -  1371.608 (meters)     4500.02  (feet) POSTED
 LO0593  ______________________________________________________________________
 LO0593  GEOID HEIGHT    -        -16.589 (meters)                     GEOID18
 LO0593  DYNAMIC HEIGHT  -       1370.50  (meters)     4496.4   (feet) COMP
 LO0593  MODELED GRAVITY -    979,768.6   (mgal)                       NAVD 88
 LO0593
 LO0593  VERT ORDER      -  * POSTED, SEE BELOW
 LO0593
 LO0593.The horizontal coordinates were scaled from a map and have
 LO0593.an estimated accuracy of +/- 6 seconds.
 LO0593
 LO0593.The orthometric height was determined by differential leveling
 LO0593.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LO0593
 LO0593.* This is a POSTED BENCH MARK height.
 LO0593
 LO0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0593.GEOID18 height accuracy estimate available here.
 LO0593
 LO0593.Click photographs - Photos may exist for this station.
 LO0593
 LO0593.The dynamic height is computed by dividing the NAVD 88
 LO0593.geopotential number by the normal gravity value computed on the
 LO0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0593.degrees latitude (g = 980.6199 gals.).
 LO0593
 LO0593.The modeled gravity was interpolated from observed gravity values.
 LO0593
 LO0593;                    North         East    Units  Estimated Accuracy
 LO0593;SPC UT C     - 2,264,660.      471,840.      MT  (+/- 180 meters Scaled)
 LO0593
 LO0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL296076(NAD 83)
 LO0593
 LO0593                          SUPERSEDED SURVEY CONTROL
 LO0593
 LO0593  NGVD 29 (??/??/92) 1370.620  (m)         4496.78   (f) ADJ UNCH    2 0
 LO0593
 LO0593.Superseded values are not recommended for survey control.
 LO0593
 LO0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0593.See file dsdata.pdf to determine how the superseded data were derived.
 LO0593
 LO0593_MARKER: DD = SURVEY DISK
 LO0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0593_STAMPING: TR 7 4496 1934
 LO0593_MARK LOGO: USGS
 LO0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0593+STABILITY: SURFACE MOTION
 LO0593
 LO0593  HISTORY     - Date     Condition        Report By
 LO0593  HISTORY     - 1934     MONUMENTED       USGS
 LO0593
 LO0593                          STATION DESCRIPTION
 LO0593
 LO0593'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 LO0593'1.5 MI SE FROM SUGAR HOUSE.
 LO0593'1.5 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 LO0593'FROM THE STATION AT SUGAR HOUSE, SALT LAKE CITY, SALT LAKE COUNTY,
 LO0593'BETWEEN MILEPOSTS R 4 AND R 5, NEAR A GOLF COURSE, 150 FEET NORTHWEST
 LO0593'OF A HIGHWAY BRIDGE, AND 35 FEET NORTHEAST OF THE CENTERLINE OF THE
 LO0593'TRACK.  A STANDARD DISK, STAMPED TR 7 4496 1934 AND SET IN THE TOP OF
 LO0593'A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0606 ***********************************************************************
 JO0606  DESIGNATION -  45 DOR
 JO0606  PID         -  JO0606
 JO0606  STATE/COUNTY-  UT/IRON
 JO0606  COUNTRY     -  US
 JO0606  USGS QUAD   -  MOUNTAIN SPRING PEAK (2017)
 JO0606
 JO0606                         *CURRENT SURVEY CONTROL
 JO0606  ______________________________________________________________________
 JO0606* NAD 83(1986) POSITION- 38 00 03.     (N) 113 31 37.     (W)   SCALED
 JO0606* NAVD 88 ORTHO HEIGHT -  1641.352 (meters)     5385.00  (feet) POSTED
 JO0606  ______________________________________________________________________
 JO0606  GEOID HEIGHT    -        -22.290 (meters)                     GEOID18
 JO0606  DYNAMIC HEIGHT  -       1639.54  (meters)     5379.1   (feet) COMP
 JO0606  MODELED GRAVITY -    979,470.5   (mgal)                       NAVD 88
 JO0606
 JO0606  VERT ORDER      -  * POSTED, SEE BELOW
 JO0606
 JO0606.The horizontal coordinates were scaled from a map and have
 JO0606.an estimated accuracy of +/- 6 seconds.
 JO0606
 JO0606.The orthometric height was determined by differential leveling
 JO0606.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0606
 JO0606.* This is a POSTED BENCH MARK height.
 JO0606
 JO0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0606.GEOID18 height accuracy estimate available here.
 JO0606
 JO0606.Click photographs - Photos may exist for this station.
 JO0606
 JO0606.The dynamic height is computed by dividing the NAVD 88
 JO0606.geopotential number by the normal gravity value computed on the
 JO0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0606.degrees latitude (g = 980.6199 gals.).
 JO0606
 JO0606.The modeled gravity was interpolated from observed gravity values.
 JO0606
 JO0606;                    North         East    Units  Estimated Accuracy
 JO0606;SPC UT S     - 3,150,000.      321,990.      MT  (+/- 180 meters Scaled)
 JO0606
 JO0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH781089(NAD 83)
 JO0606
 JO0606                          SUPERSEDED SURVEY CONTROL
 JO0606
 JO0606  NGVD 29 (??/??/92) 1640.25   (m)         5381.4    (f) COMPUTED    2 0
 JO0606
 JO0606.Superseded values are not recommended for survey control.
 JO0606
 JO0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0606.See file dsdata.pdf to determine how the superseded data were derived.
 JO0606
 JO0606_MARKER: DB = BENCH MARK DISK
 JO0606_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0606_STAMPING: 45 DOR 1971
 JO0606_MARK LOGO: USGS
 JO0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0606
 JO0606  HISTORY     - Date     Condition        Report By
 JO0606  HISTORY     - 1971     MONUMENTED       USGS
 JO0606
 JO0606                          STATION DESCRIPTION
 JO0606
 JO0606'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 JO0606'8.2 KM (5.10 MI) WEST FROM LUND.
 JO0606'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0606'AND PINE VALLEY ROAD, PROCEED 5.1 MILES WEST ALONG PINE VALLEY ROAD
 JO0606'TO A WASH WITH A CONCRETE APRON, 105 FEET NORTHWEST OF THE CENTER OF
 JO0606'THE DRAIN CROSSING, 54 FEET SOUTHWEST OF THE CENTER OF THE ROAD.  A
 JO0606'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 JO0606'PROJECTING 3 INCHES.
 JO0606'THE MARK IS 2.2 FT  E FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0399 ***********************************************************************
 KM0399  DESIGNATION -  45 FMK
 KM0399  PID         -  KM0399
 KM0399  STATE/COUNTY-  UT/GRAND
 KM0399  COUNTRY     -  US
 KM0399  USGS QUAD   -  HARLEY DOME (2017)
 KM0399
 KM0399                         *CURRENT SURVEY CONTROL
 KM0399  ______________________________________________________________________
 KM0399* NAD 83(1986) POSITION- 39 12 42.     (N) 109 07 48.     (W)   SCALED
 KM0399* NAVD 88 ORTHO HEIGHT -  1482.071 (meters)     4862.43  (feet) POSTED
 KM0399  ______________________________________________________________________
 KM0399  GEOID HEIGHT    -        -18.020 (meters)                     GEOID18
 KM0399  DYNAMIC HEIGHT  -       1480.64  (meters)     4857.7   (feet) COMP
 KM0399  MODELED GRAVITY -    979,608.3   (mgal)                       NAVD 88
 KM0399
 KM0399  VERT ORDER      -  * POSTED, SEE BELOW
 KM0399
 KM0399.The horizontal coordinates were scaled from a map and have
 KM0399.an estimated accuracy of +/- 6 seconds.
 KM0399
 KM0399.The orthometric height was determined by differential leveling
 KM0399.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0399
 KM0399.* This is a POSTED BENCH MARK height.
 KM0399
 KM0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0399.GEOID18 height accuracy estimate available here.
 KM0399
 KM0399.Click photographs - Photos may exist for this station.
 KM0399
 KM0399.The dynamic height is computed by dividing the NAVD 88
 KM0399.geopotential number by the normal gravity value computed on the
 KM0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0399.degrees latitude (g = 980.6199 gals.).
 KM0399
 KM0399.The modeled gravity was interpolated from observed gravity values.
 KM0399
 KM0399;                    North         East    Units  Estimated Accuracy
 KM0399;SPC UT C     - 2,100,220.      704,660.      MT  (+/- 180 meters Scaled)
 KM0399
 KM0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ614419(NAD 83)
 KM0399
 KM0399                          SUPERSEDED SURVEY CONTROL
 KM0399
 KM0399.No superseded survey control is available for this station.
 KM0399
 KM0399_MARKER: DD = SURVEY DISK
 KM0399_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 KM0399_SP_SET: UNSPECIFIED DEEP
 KM0399_STAMPING: 45 FMK 1969 4859
 KM0399_MARK LOGO: USGS
 KM0399_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0399+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 KM0399
 KM0399  HISTORY     - Date     Condition        Report By
 KM0399  HISTORY     - 1969     MONUMENTED       USGS
 KM0399  HISTORY     - 20051213 GOOD             GEOCAC
 KM0399
 KM0399                          STATION DESCRIPTION
 KM0399
 KM0399'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0399'FROM MACK, COLORADO, PROCEED 15.6 MILES NORTHWEST ALONG U. S.
 KM0399'HIGHWAYS 6 AND 50, THENCE 1.1 MILES NORTHWEST ALONG COUNTY DIRT ROAD,
 KM0399'TO A CURVE AND TOP OF A SMALL KNOLL, 3.5 MILES WEST OF COLORADO UTAH
 KM0399'STATE LINE CROSSING, 61 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 KM0399'WITNESS POST SET NEAR BENCH MARK, ON A COPPER-COATED STEEL ROD, DEPTH
 KM0399'UNKNOWN, ENCASED IN A 6-INCH CONCRETE PIPE, AND FLUSH WITH GROUND.
 KM0399
 KM0399                          STATION RECOVERY (2005)
 KM0399
 KM0399'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0399'COUNTY ROAD IS NOW PAVED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0020 ***********************************************************************
 KN0020  DESIGNATION -  4510
 KN0020  PID         -  KN0020
 KN0020  STATE/COUNTY-  UT/EMERY
 KN0020  COUNTRY     -  US
 KN0020  USGS QUAD   -  DESERT (2017)
 KN0020
 KN0020                         *CURRENT SURVEY CONTROL
 KN0020  ______________________________________________________________________
 KN0020* NAD 83(1986) POSITION- 39 05 36.     (N) 110 19 13.     (W)   SCALED
 KN0020* NAVD 88 ORTHO HEIGHT -  1376.249 (meters)     4515.24  (feet) ADJUSTED
 KN0020  ______________________________________________________________________
 KN0020  GEOID HEIGHT    -        -19.529 (meters)                     GEOID18
 KN0020  DYNAMIC HEIGHT  -       1374.907 (meters)     4510.84  (feet) COMP
 KN0020  MODELED GRAVITY -    979,605.6   (mgal)                       NAVD 88
 KN0020
 KN0020  VERT ORDER      -  FIRST     CLASS II
 KN0020
 KN0020.The horizontal coordinates were scaled from a map and have
 KN0020.an estimated accuracy of +/- 6 seconds.
 KN0020
 KN0020.The orthometric height was determined by differential leveling and
 KN0020.adjusted by the NATIONAL GEODETIC SURVEY
 KN0020.in June 1991.
 KN0020
 KN0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0020.GEOID18 height accuracy estimate available here.
 KN0020
 KN0020.Click photographs - Photos may exist for this station.
 KN0020
 KN0020.The dynamic height is computed by dividing the NAVD 88
 KN0020.geopotential number by the normal gravity value computed on the
 KN0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0020.degrees latitude (g = 980.6199 gals.).
 KN0020
 KN0020.The modeled gravity was interpolated from observed gravity values.
 KN0020
 KN0020;                    North         East    Units  Estimated Accuracy
 KN0020;SPC UT C     - 2,085,050.      602,060.      MT  (+/- 180 meters Scaled)
 KN0020
 KN0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ587273(NAD 83)
 KN0020
 KN0020                          SUPERSEDED SURVEY CONTROL
 KN0020
 KN0020  NGVD 29 (??/??/92) 1375.250  (m)         4511.97   (f) ADJ UNCH    1 2
 KN0020
 KN0020.Superseded values are not recommended for survey control.
 KN0020
 KN0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0020.See file dsdata.pdf to determine how the superseded data were derived.
 KN0020
 KN0020_MARKER: P = PIPE CAP
 KN0020_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KN0020_STAMPING: 4510 1910 51
 KN0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0020
 KN0020  HISTORY     - Date     Condition        Report By
 KN0020  HISTORY     - 1910     MONUMENTED       USGS
 KN0020  HISTORY     - 1954     GOOD             CGS
 KN0020  HISTORY     - 20091107 MARK NOT FOUND   GEOCAC
 KN0020
 KN0020                          STATION DESCRIPTION
 KN0020
 KN0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KN0020'12.6 MI SE FROM WOODSIDE.
 KN0020'12.6 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0020'FROM WOODSIDE, EMERY COUNTY, ABOUT 100 FEET SOUTH OF THE STATION AT
 KN0020'DESERT, 10 FEET WEST OF MILEPOST 568, AND AT THE EAST EDGE OF THE
 KN0020'RIGHT-OF-WAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 KN0020'4510 1910 51 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 KN0020
 KN0020                          STATION RECOVERY (2009)
 KN0020
 KN0020'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 KN0020'RR STATION HAS BEEN REMOVED AND THE LOCATION DISTURBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0464 ***********************************************************************
 LO0464  DESIGNATION -  4512.0
 LO0464  PID         -  LO0464
 LO0464  STATE/COUNTY-  UT/UTAH
 LO0464  COUNTRY     -  US
 LO0464  USGS QUAD   -  PROVO (2017)
 LO0464
 LO0464                         *CURRENT SURVEY CONTROL
 LO0464  ______________________________________________________________________
 LO0464* NAD 83(1986) POSITION- 40 13 18.     (N) 111 39 01.     (W)   SCALED
 LO0464* NAVD 88 ORTHO HEIGHT -  1376.25  (+/-2cm)     4515.2   (feet) VERTCON3
 LO0464  ______________________________________________________________________
 LO0464  GEOID HEIGHT    -        -17.069 (meters)                     GEOID18
 LO0464  VERT ORDER      -  THIRD (See Below)
 LO0464
 LO0464.The horizontal coordinates were scaled from a map and have
 LO0464.an estimated accuracy of +/- 6 seconds.
 LO0464
 LO0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0464
 LO0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0464.GEOID18 height accuracy estimate available here.
 LO0464
 LO0464.The vertical order pertains to the NGVD 29 superseded value.
 LO0464
 LO0464.Click photographs - Photos may exist for this station.
 LO0464
 LO0464;                    North         East    Units  Estimated Accuracy
 LO0464;SPC UT C     - 2,209,650.      487,210.      MT  (+/- 180 meters Scaled)
 LO0464
 LO0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK446525(NAD 83)
 LO0464
 LO0464                          SUPERSEDED SURVEY CONTROL
 LO0464
 LO0464  NGVD 29 (??/??/??) 1375.25   (m)         4512.0    (f) RESET       3  
 LO0464
 LO0464.Superseded values are not recommended for survey control.
 LO0464
 LO0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0464.See file dsdata.pdf to determine how the superseded data were derived.
 LO0464
 LO0464_MARKER: Z = SEE DESCRIPTION
 LO0464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0464_SP_SET: GUARDRAIL
 LO0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0464
 LO0464  HISTORY     - Date     Condition        Report By
 LO0464  HISTORY     - UNK      MONUMENTED       DRGWRR
 LO0464  HISTORY     - 1936     GOOD             CGS
 LO0464  HISTORY     - 19900306 MARK NOT FOUND   USGS
 LO0464
 LO0464                          STATION DESCRIPTION
 LO0464
 LO0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 LO0464'0.8 MI E FROM PROVO.
 LO0464'ABOUT 3/4 MILE EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 LO0464'FROM THE STATION AT PROVO, UTAH COUNTY, OPPOSITE A GAS PLANT, AT A
 LO0464'ROAD CROSSING, 235 FEET WEST OF THE HEAD BLOCK OF THE SALT LAKE AND
 LO0464'UTAH RAILROAD INTERCHANGE TRACK, 89.8 FEET NORTH OF THE CENTERLINE OF
 LO0464'THE WEST-BOUND MAIN TRACK, AND AT THE SOUTHWEST FENCE ALONG THE ROAD.
 LO0464'THE TOP OF A GUARDRAIL DRIVEN IN THE GROUND.
 LO0464
 LO0464                          STATION RECOVERY (1990)
 LO0464
 LO0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SDC)
 LO0464'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0465 ***********************************************************************
 LO0465  DESIGNATION -  4520
 LO0465  PID         -  LO0465
 LO0465  STATE/COUNTY-  UT/UTAH
 LO0465  COUNTRY     -  US
 LO0465  USGS QUAD   -  PROVO (2017)
 LO0465
 LO0465                         *CURRENT SURVEY CONTROL
 LO0465  ______________________________________________________________________
 LO0465* NAD 83(1986) POSITION- 40 13 32.     (N) 111 39 30.     (W)   SCALED
 LO0465* NAVD 88 ORTHO HEIGHT -  1379.182 (meters)     4524.87  (feet) ADJUSTED
 LO0465  ______________________________________________________________________
 LO0465  GEOID HEIGHT    -        -17.107 (meters)                     GEOID18
 LO0465  DYNAMIC HEIGHT  -       1377.978 (meters)     4520.92  (feet) COMP
 LO0465  MODELED GRAVITY -    979,705.1   (mgal)                       NAVD 88
 LO0465
 LO0465  VERT ORDER      -  FIRST     CLASS II
 LO0465
 LO0465.The horizontal coordinates were scaled from a map and have
 LO0465.an estimated accuracy of +/- 6 seconds.
 LO0465
 LO0465.The orthometric height was determined by differential leveling and
 LO0465.adjusted by the NATIONAL GEODETIC SURVEY
 LO0465.in June 1991.
 LO0465
 LO0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0465.GEOID18 height accuracy estimate available here.
 LO0465
 LO0465.Click photographs - Photos may exist for this station.
 LO0465
 LO0465.The dynamic height is computed by dividing the NAVD 88
 LO0465.geopotential number by the normal gravity value computed on the
 LO0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0465.degrees latitude (g = 980.6199 gals.).
 LO0465
 LO0465.The modeled gravity was interpolated from observed gravity values.
 LO0465
 LO0465;                    North         East    Units  Estimated Accuracy
 LO0465;SPC UT C     - 2,210,090.      486,530.      MT  (+/- 180 meters Scaled)
 LO0465
 LO0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK439529(NAD 83)
 LO0465
 LO0465                          SUPERSEDED SURVEY CONTROL
 LO0465
 LO0465  NGVD 29 (??/??/??) 1377.95   (m)         4520.8    (f) RESET       3  
 LO0465
 LO0465.Superseded values are not recommended for survey control.
 LO0465
 LO0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0465.See file dsdata.pdf to determine how the superseded data were derived.
 LO0465
 LO0465_MARKER: DB = BENCH MARK DISK
 LO0465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0465_SP_SET: BUILDING
 LO0465_STAMPING: 4520 1910 12
 LO0465_MARK LOGO: USGS
 LO0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0465
 LO0465  HISTORY     - Date     Condition        Report By
 LO0465  HISTORY     - 1910     MONUMENTED       USGS
 LO0465  HISTORY     - 1934     GOOD             CGS
 LO0465  HISTORY     - 19900306 MARK NOT FOUND   USGS
 LO0465
 LO0465                          STATION DESCRIPTION
 LO0465
 LO0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0465'IN PROVO.
 LO0465'ABOUT 200 FEET NORTH OF THE DENVER AND RIO GRANDE WESTERN RAILROAD
 LO0465'FREIGHT STATION AT PROVO, UTAH COUNTY, AT THE SOUTHWEST CORNER OF THE
 LO0465'Z.C.M.I. BUILDING, IN A BRICK WALL, AND ABOUT 4 FEET ABOVE THE GROUND.
 LO0465'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4520 1910
 LO0465'12.
 LO0465
 LO0465                          STATION RECOVERY (1990)
 LO0465
 LO0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SDC)
 LO0465'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0446 ***********************************************************************
 MR0446  DESIGNATION -  4534
 MR0446  PID         -  MR0446
 MR0446  STATE/COUNTY-  UT/CACHE
 MR0446  COUNTRY     -  US
 MR0446  USGS QUAD   -  LOGAN (2017)
 MR0446
 MR0446                         *CURRENT SURVEY CONTROL
 MR0446  ______________________________________________________________________
 MR0446* NAD 83(1986) POSITION- 41 44 05.0    (N) 111 50 07.5    (W)   HD_HELD2
 MR0446* NAVD 88 ORTHO HEIGHT -  1383.142 (meters)     4537.86  (feet) ADJUSTED
 MR0446  ______________________________________________________________________
 MR0446  GEOID HEIGHT    -        -15.564 (meters)                     GEOID18
 MR0446  DYNAMIC HEIGHT  -       1382.110 (meters)     4534.47  (feet) COMP
 MR0446  MODELED GRAVITY -    979,829.3   (mgal)                       NAVD 88
 MR0446
 MR0446  VERT ORDER      -  SECOND    CLASS 0
 MR0446
 MR0446.The horizontal coordinates were established by autonomous hand held GPS
 MR0446.observations and have an estimated accuracy of +/- 10 meters.
 MR0446
 MR0446.The orthometric height was determined by differential leveling and
 MR0446.adjusted by the NATIONAL GEODETIC SURVEY
 MR0446.in June 1991.
 MR0446
 MR0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0446.GEOID18 height accuracy estimate available here.
 MR0446
 MR0446.Click photographs - Photos may exist for this station.
 MR0446
 MR0446.The dynamic height is computed by dividing the NAVD 88
 MR0446.geopotential number by the normal gravity value computed on the
 MR0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0446.degrees latitude (g = 980.6199 gals.).
 MR0446
 MR0446.The modeled gravity was interpolated from observed gravity values.
 MR0446
 MR0446;                    North         East    Units  Estimated Accuracy
 MR0446;SPC UT N     - 1,155,683.      472,096.      MT  (+/- 10 meters HH2 GPS)
 MR0446
 MR0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM3052520660(NAD 83)
 MR0446
 MR0446                          SUPERSEDED SURVEY CONTROL
 MR0446
 MR0446  NGVD 29 (??/??/92) 1382.061  (m)         4534.31   (f) ADJ UNCH    2 0
 MR0446
 MR0446.Superseded values are not recommended for survey control.
 MR0446
 MR0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0446.See file dsdata.pdf to determine how the superseded data were derived.
 MR0446
 MR0446_MARKER: DD = SURVEY DISK
 MR0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0446_SP_SET: STEP
 MR0446_STAMPING: 4534
 MR0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0446
 MR0446  HISTORY     - Date     Condition        Report By
 MR0446  HISTORY     - 1913     MONUMENTED       USGS
 MR0446  HISTORY     - 1934     GOOD             CGS
 MR0446  HISTORY     - 20090516 MARK NOT FOUND   NGS
 MR0446
 MR0446                          STATION DESCRIPTION
 MR0446
 MR0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0446'IN LOGAN.
 MR0446'AT LOGAN, CACHE COUNTY, IN THE SOUTH SIDE WALL OF THE STEPS TO THE
 MR0446'MAIN ENTRANCE TO THE COUNTY COURTHOUSE, ABOUT 155 FEET WEST OF THE
 MR0446'CENTER LINE OF MAIN STREET, 21 FEET NORTH OF THE SOUTHEAST CORNER OF
 MR0446'THE BUILDING, AND 12 FEET SOUTH OF THE CENTER LINE OF THE MAIN
 MR0446'ENTRANCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 MR0446'4534 AND SET VERTICALLY.
 MR0446
 MR0446                          STATION RECOVERY (2009)
 MR0446
 MR0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2009 (DW)
 MR0446'EXTENSIVE CHANGES WERE MADE TO BALESTRADE AND STEPS IN 2005.  MARK WAS
 MR0446'EITHER REMOVED OR COVERED OVER.
 MR0446'THIS WAS GRAVITY BASE STATION 'LOGAN B,' DOD 2362-1, IGB 15611B.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0447 ***********************************************************************
 MR0447  DESIGNATION -  4535
 MR0447  PID         -  MR0447
 MR0447  STATE/COUNTY-  UT/CACHE
 MR0447  COUNTRY     -  US
 MR0447  USGS QUAD   -  LOGAN (2017)
 MR0447
 MR0447                         *CURRENT SURVEY CONTROL
 MR0447  ______________________________________________________________________
 MR0447* NAD 83(1986) POSITION- 41 44 03.5    (N) 111 50 04.7    (W)   HD_HELD2
 MR0447* NAVD 88 ORTHO HEIGHT -  1383.488 (meters)     4538.99  (feet) ADJUSTED
 MR0447  ______________________________________________________________________
 MR0447  GEOID HEIGHT    -        -15.561 (meters)                     GEOID18
 MR0447  DYNAMIC HEIGHT  -       1382.457 (meters)     4535.61  (feet) COMP
 MR0447  MODELED GRAVITY -    979,830.9   (mgal)                       NAVD 88
 MR0447
 MR0447  VERT ORDER      -  SECOND    CLASS 0
 MR0447
 MR0447.The horizontal coordinates were established by autonomous hand held GPS
 MR0447.observations and have an estimated accuracy of +/- 10 meters.
 MR0447
 MR0447.The orthometric height was determined by differential leveling and
 MR0447.adjusted by the NATIONAL GEODETIC SURVEY
 MR0447.in June 1991.
 MR0447
 MR0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0447.GEOID18 height accuracy estimate available here.
 MR0447
 MR0447.Click photographs - Photos may exist for this station.
 MR0447
 MR0447.The dynamic height is computed by dividing the NAVD 88
 MR0447.geopotential number by the normal gravity value computed on the
 MR0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0447.degrees latitude (g = 980.6199 gals.).
 MR0447
 MR0447.The modeled gravity was interpolated from observed gravity values.
 MR0447
 MR0447;                    North         East    Units  Estimated Accuracy
 MR0447;SPC UT N     - 1,155,636.      472,160.      MT  (+/- 10 meters HH2 GPS)
 MR0447
 MR0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM3059020613(NAD 83)
 MR0447
 MR0447                          SUPERSEDED SURVEY CONTROL
 MR0447
 MR0447  NGVD 29 (??/??/92) 1382.409  (m)         4535.45   (f) ADJ UNCH    2 0
 MR0447
 MR0447.Superseded values are not recommended for survey control.
 MR0447
 MR0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0447.See file dsdata.pdf to determine how the superseded data were derived.
 MR0447
 MR0447_MARKER: DB = BENCH MARK DISK
 MR0447_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MR0447_SP_SET: STEP
 MR0447_STAMPING: 4535
 MR0447_MARK LOGO: USGS
 MR0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MR0447+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2009
 MR0447
 MR0447  HISTORY     - Date     Condition        Report By
 MR0447  HISTORY     - 1913     MONUMENTED       USGS
 MR0447  HISTORY     - 1934     GOOD             CGS
 MR0447  HISTORY     - 1951     GOOD             CGS
 MR0447  HISTORY     - 20050123 GOOD             NGS
 MR0447  HISTORY     - 20090516 GOOD             NGS
 MR0447
 MR0447                          STATION DESCRIPTION
 MR0447
 MR0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0447'IN LOGAN.
 MR0447'AT LOGAN, CACHE COUNTY, IN THE SOUTH SIDE WALL OF THE STEPS TO THE
 MR0447'MAIN ENTRANCE TO THE POST OFFICE, ABOUT 85 FEET EAST OF THE CENTER
 MR0447'LINE OF MAIN STREET, 63 FEET NORTH OF THE CENTER LINE OF FEDERAL
 MR0447'AVENUE, 30 FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, AND 9
 MR0447'FEET SOUTH OF THE CENTER LINE OF THE MAIN ENTRANCE.  A UNITED STATES
 MR0447'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4535 AND SET VERTICALLY.
 MR0447
 MR0447                          STATION RECOVERY (1951)
 MR0447
 MR0447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 MR0447'RECOVERED IN GOOD CONDITION.
 MR0447
 MR0447                          STATION RECOVERY (2005)
 MR0447
 MR0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 MR0447'FORMER POST OFFICE (AND FORMER COUNTY HALL OF JUSTICE) IS NOW CHAMBER
 MR0447'OF COMMERCE.  IT IS AT 160 NORTH MAIN STREET (= US 89 AND 91) AND A
 MR0447'HALF BLOCK SOUTH OF 200 NORTH STREET (=UT 9).  DISK IS SET
 MR0447'HORIZONTALLY IN BALESTRADE.
 MR0447
 MR0447                          STATION RECOVERY (2009)
 MR0447
 MR0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2009 (DW)
 MR0447'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0466 ***********************************************************************
 LO0466  DESIGNATION -  4552
 LO0466  PID         -  LO0466
 LO0466  STATE/COUNTY-  UT/UTAH
 LO0466  COUNTRY     -  US
 LO0466  USGS QUAD   -  PROVO (2017)
 LO0466
 LO0466                         *CURRENT SURVEY CONTROL
 LO0466  ______________________________________________________________________
 LO0466* NAD 83(1986) POSITION- 40 13 57.     (N) 111 39 29.     (W)   SCALED
 LO0466* NAVD 88 ORTHO HEIGHT -  1388.811 (meters)     4556.46  (feet) ADJUSTED
 LO0466  ______________________________________________________________________
 LO0466  GEOID HEIGHT    -        -17.073 (meters)                     GEOID18
 LO0466  DYNAMIC HEIGHT  -       1387.598 (meters)     4552.48  (feet) COMP
 LO0466  MODELED GRAVITY -    979,704.5   (mgal)                       NAVD 88
 LO0466
 LO0466  VERT ORDER      -  FIRST     CLASS II
 LO0466
 LO0466.The horizontal coordinates were scaled from a map and have
 LO0466.an estimated accuracy of +/- 6 seconds.
 LO0466
 LO0466.The orthometric height was determined by differential leveling and
 LO0466.adjusted by the NATIONAL GEODETIC SURVEY
 LO0466.in June 1991.
 LO0466
 LO0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0466.GEOID18 height accuracy estimate available here.
 LO0466
 LO0466.Click photographs - Photos may exist for this station.
 LO0466
 LO0466.The dynamic height is computed by dividing the NAVD 88
 LO0466.geopotential number by the normal gravity value computed on the
 LO0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0466.degrees latitude (g = 980.6199 gals.).
 LO0466
 LO0466.The modeled gravity was interpolated from observed gravity values.
 LO0466
 LO0466;                    North         East    Units  Estimated Accuracy
 LO0466;SPC UT C     - 2,210,860.      486,550.      MT  (+/- 180 meters Scaled)
 LO0466
 LO0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK440537(NAD 83)
 LO0466
 LO0466                          SUPERSEDED SURVEY CONTROL
 LO0466
 LO0466  NGVD 29 (??/??/92) 1387.803  (m)         4553.15   (f) ADJ UNCH    1 2
 LO0466
 LO0466.Superseded values are not recommended for survey control.
 LO0466
 LO0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0466.See file dsdata.pdf to determine how the superseded data were derived.
 LO0466
 LO0466_MARKER: DB = BENCH MARK DISK
 LO0466_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0466_SP_SET: COPING
 LO0466_STAMPING: 4552 1910
 LO0466_MARK LOGO: USGS
 LO0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0466+STABILITY: SURFACE MOTION
 LO0466
 LO0466  HISTORY     - Date     Condition        Report By
 LO0466  HISTORY     - 1910     MONUMENTED       USGS
 LO0466  HISTORY     - 1948     GOOD             CGS
 LO0466  HISTORY     - 19900308 MARK NOT FOUND   USGS
 LO0466
 LO0466                          STATION DESCRIPTION
 LO0466
 LO0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LO0466'IN PROVO.
 LO0466'REVISED DESCRIPTION-- AT PROVO, UTAH COUNTY, ON THE WEST SIDE OF THE
 LO0466'CITY OFFICE BUILDING (FORMERLY THE POST OFFICE BUILDING), ABOVE THE
 LO0466'POLICE STATION, 10 FEET SOUTH OF THE MAIN ENTRANCE, AND IN THE TOP OF
 LO0466'THE COPING ABOVE A BASEMENT WINDOW.  A UNITED STATES GEOLOGICAL SURVEY
 LO0466'STANDARD DISK, STAMPED 4552 1910.
 LO0466
 LO0466                          STATION RECOVERY (1990)
 LO0466
 LO0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SDC)
 LO0466'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0462 ***********************************************************************
 LO0462  DESIGNATION -  4561
 LO0462  PID         -  LO0462
 LO0462  STATE/COUNTY-  UT/UTAH
 LO0462  COUNTRY     -  US
 LO0462  USGS QUAD   -  SPRINGVILLE (2017)
 LO0462
 LO0462                         *CURRENT SURVEY CONTROL
 LO0462  ______________________________________________________________________
 LO0462* NAD 83(1986) POSITION- 40 09 49.     (N) 111 37 05.     (W)   SCALED
 LO0462* NAVD 88 ORTHO HEIGHT -  1391.674 (meters)     4565.85  (feet) ADJUSTED
 LO0462  ______________________________________________________________________
 LO0462  GEOID HEIGHT    -        -17.107 (meters)                     GEOID18
 LO0462  DYNAMIC HEIGHT  -       1390.444 (meters)     4561.81  (feet) COMP
 LO0462  MODELED GRAVITY -    979,694.2   (mgal)                       NAVD 88
 LO0462
 LO0462  VERT ORDER      -  FIRST     CLASS II
 LO0462
 LO0462.The horizontal coordinates were scaled from a map and have
 LO0462.an estimated accuracy of +/- 6 seconds.
 LO0462
 LO0462.The orthometric height was determined by differential leveling and
 LO0462.adjusted by the NATIONAL GEODETIC SURVEY
 LO0462.in June 1991.
 LO0462
 LO0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0462.GEOID18 height accuracy estimate available here.
 LO0462
 LO0462.Click photographs - Photos may exist for this station.
 LO0462
 LO0462.The dynamic height is computed by dividing the NAVD 88
 LO0462.geopotential number by the normal gravity value computed on the
 LO0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0462.degrees latitude (g = 980.6199 gals.).
 LO0462
 LO0462.The modeled gravity was interpolated from observed gravity values.
 LO0462
 LO0462;                    North         East    Units  Estimated Accuracy
 LO0462;SPC UT C     - 2,203,200.      489,940.      MT  (+/- 180 meters Scaled)
 LO0462
 LO0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK473460(NAD 83)
 LO0462
 LO0462                          SUPERSEDED SURVEY CONTROL
 LO0462
 LO0462  NGVD 29 (??/??/92) 1390.658  (m)         4562.52   (f) ADJ UNCH    1 2
 LO0462
 LO0462.Superseded values are not recommended for survey control.
 LO0462
 LO0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0462.See file dsdata.pdf to determine how the superseded data were derived.
 LO0462
 LO0462_MARKER: DB = BENCH MARK DISK
 LO0462_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0462_SP_SET: BUILDING
 LO0462_STAMPING: 4561 1910 15
 LO0462_MARK LOGO: USGS
 LO0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0462
 LO0462  HISTORY     - Date     Condition        Report By
 LO0462  HISTORY     - 1910     MONUMENTED       USGS
 LO0462  HISTORY     - 1934     GOOD             CGS
 LO0462  HISTORY     - 19900227 MARK NOT FOUND   USGS
 LO0462
 LO0462                          STATION DESCRIPTION
 LO0462
 LO0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0462'IN SPRINGVILLE.
 LO0462'AT SPRINGVILLE, UTAH COUNTY, IN THE WEST WALL OF THE DENVER AND RIO
 LO0462'GRANDE WESTERN RAILROAD STATION, 5 FEET FROM THE ENTRANCE TO THE
 LO0462'WAITING ROOM, AND ABOUT 4 FEET ABOVE THE GROUND.  A UNITED STATES
 LO0462'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4561 1910 15 AND SET
 LO0462'VERTICALLY.
 LO0462
 LO0462                          STATION RECOVERY (1990)
 LO0462
 LO0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SDC)
 LO0462'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0472 ***********************************************************************
 LO0472  DESIGNATION -  4565
 LO0472  PID         -  LO0472
 LO0472  STATE/COUNTY-  UT/UTAH
 LO0472  COUNTRY     -  US
 LO0472  USGS QUAD   -  PELICAN POINT (2017)
 LO0472
 LO0472                         *CURRENT SURVEY CONTROL
 LO0472  ______________________________________________________________________
 LO0472* NAD 83(1986) POSITION- 40 22 11.     (N) 111 48 06.     (W)   SCALED
 LO0472* NAVD 88 ORTHO HEIGHT -  1392.770 (meters)     4569.45  (feet) ADJUSTED
 LO0472  ______________________________________________________________________
 LO0472  GEOID HEIGHT    -        -17.227 (meters)                     GEOID18
 LO0472  DYNAMIC HEIGHT  -       1391.560 (meters)     4565.48  (feet) COMP
 LO0472  MODELED GRAVITY -    979,708.6   (mgal)                       NAVD 88
 LO0472
 LO0472  VERT ORDER      -  FIRST     CLASS II
 LO0472
 LO0472.The horizontal coordinates were scaled from a map and have
 LO0472.an estimated accuracy of +/- 6 seconds.
 LO0472
 LO0472.The orthometric height was determined by differential leveling and
 LO0472.adjusted by the NATIONAL GEODETIC SURVEY
 LO0472.in June 1991.
 LO0472
 LO0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0472.GEOID18 height accuracy estimate available here.
 LO0472
 LO0472.Click photographs - Photos may exist for this station.
 LO0472
 LO0472.The dynamic height is computed by dividing the NAVD 88
 LO0472.geopotential number by the normal gravity value computed on the
 LO0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0472.degrees latitude (g = 980.6199 gals.).
 LO0472
 LO0472.The modeled gravity was interpolated from observed gravity values.
 LO0472
 LO0472;                    North         East    Units  Estimated Accuracy
 LO0472;SPC UT C     - 2,226,130.      474,380.      MT  (+/- 180 meters Scaled)
 LO0472
 LO0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK319691(NAD 83)
 LO0472
 LO0472                          SUPERSEDED SURVEY CONTROL
 LO0472
 LO0472  NGVD 29 (??/??/92) 1391.754  (m)         4566.11   (f) ADJ UNCH    1 2
 LO0472
 LO0472.Superseded values are not recommended for survey control.
 LO0472
 LO0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0472.See file dsdata.pdf to determine how the superseded data were derived.
 LO0472
 LO0472_MARKER: DB = BENCH MARK DISK
 LO0472_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0472_SP_SET: BOX
 LO0472_STAMPING: 4565 1910 8
 LO0472_MARK LOGO: USGS
 LO0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0472+STABILITY: SURFACE MOTION
 LO0472
 LO0472  HISTORY     - Date     Condition        Report By
 LO0472  HISTORY     - 1910     MONUMENTED       USGS
 LO0472  HISTORY     - 1934     GOOD             CGS
 LO0472
 LO0472                          STATION DESCRIPTION
 LO0472
 LO0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0472'IN AMERICAN FORK.
 LO0472'AT AMERICAN FORK, UTAH COUNTY, ON THE DENVER AND RIO GRANDE WESTERN
 LO0472'RAILROAD, ABOUT 200 FEET SOUTHEAST OF THE STATION, 60 FEET NORTHWEST
 LO0472'OF A ROAD CROSSING THE TRACK, 25 FEET NORTHEAST OF THE MAIN TRACK, AND
 LO0472'IN THE SOUTHEAST CORNER OF THE CONCRETE BOX OF AN IRRIGATION DITCH. A
 LO0472'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4565 1910 8.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0216 ***********************************************************************
 KO0216  DESIGNATION -  4592
 KO0216  PID         -  KO0216
 KO0216  STATE/COUNTY-  UT/MILLARD
 KO0216  COUNTRY     -  US
 KO0216  USGS QUAD   -  HINCKLEY (2017)
 KO0216
 KO0216                         *CURRENT SURVEY CONTROL
 KO0216  ______________________________________________________________________
 KO0216* NAD 83(1986) POSITION- 39 17 37.     (N) 112 37 44.     (W)   SCALED
 KO0216* NAVD 88 ORTHO HEIGHT -  1401.279 (meters)     4597.36  (feet) POSTED
 KO0216  ______________________________________________________________________
 KO0216  GEOID HEIGHT    -        -19.714 (meters)                     GEOID18
 KO0216  DYNAMIC HEIGHT  -       1399.97  (meters)     4593.1   (feet) COMP
 KO0216  MODELED GRAVITY -    979,644.6   (mgal)                       NAVD 88
 KO0216
 KO0216  VERT ORDER      -  * POSTED, SEE BELOW
 KO0216
 KO0216.The horizontal coordinates were scaled from a map and have
 KO0216.an estimated accuracy of +/- 6 seconds.
 KO0216
 KO0216.The orthometric height was determined by differential leveling
 KO0216.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KO0216
 KO0216.* This is a POSTED BENCH MARK height.
 KO0216
 KO0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0216.GEOID18 height accuracy estimate available here.
 KO0216
 KO0216.Click photographs - Photos may exist for this station.
 KO0216
 KO0216.The dynamic height is computed by dividing the NAVD 88
 KO0216.geopotential number by the normal gravity value computed on the
 KO0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0216.degrees latitude (g = 980.6199 gals.).
 KO0216
 KO0216.The modeled gravity was interpolated from observed gravity values.
 KO0216
 KO0216;                    North         East    Units  Estimated Accuracy
 KO0216;SPC UT C     - 2,107,220.      402,620.      MT  (+/- 180 meters Scaled)
 KO0216
 KO0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ595506(NAD 83)
 KO0216
 KO0216                          SUPERSEDED SURVEY CONTROL
 KO0216
 KO0216  NGVD 29 (??/??/92) 1400.194  (m)         4593.80   (f) ADJ UNCH    1 2
 KO0216
 KO0216.Superseded values are not recommended for survey control.
 KO0216
 KO0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0216.See file dsdata.pdf to determine how the superseded data were derived.
 KO0216
 KO0216_MARKER: P = PIPE CAP
 KO0216_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0216_STAMPING: ELEV. 4593.803 FT. U.S. BOUNDARY POST. N.--
 KO0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0216
 KO0216  HISTORY     - Date     Condition        Report By
 KO0216  HISTORY     - 1908     MONUMENTED       USGS
 KO0216  HISTORY     - 1934     GOOD             CGS
 KO0216  HISTORY     - 1970     MARK NOT FOUND   USGS
 KO0216
 KO0216                          STATION DESCRIPTION
 KO0216
 KO0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0216'IN OASIS.
 KO0216'AT OASIS, MILLARD COUNTY, ON THE UNION PACIFIC RAILROAD, ABOUT 96 FEET
 KO0216'SOUTHEAST OF THE SOUTHEAST CORNER OF THE STATION PLATFORM, ABOUT 11
 KO0216'POLES NORTHEAST OF MILEPOLE 644, AT THE SOUTHWEST CORNER OF A
 KO0216'CONFECTIONERY STORE, ABOUT 10 INCHES FROM THE CORNER OF THE BUILDING,
 KO0216'AND ABOUT 122 FEET EAST OF THE CENTER LINE OF THE TRACK.  AN IRON PIPE
 KO0216'BEARING A BRONZE CAP, STAMPED ELEV. 4593.803 FT. U.S. BOUNDARY POST.
 KO0216'NO.-- AND SET IN THE GROUND WITH ABOUT 10 INCHES EXPOSED.
 KO0216
 KO0216                          STATION RECOVERY (1970)
 KO0216
 KO0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KO0216'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0644 ***********************************************************************
 HO0644  DESIGNATION -  46 DOR
 HO0644  PID         -  HO0644
 HO0644  STATE/COUNTY-  UT/IRON
 HO0644  COUNTRY     -  US
 HO0644  USGS QUAD   -  ZANE (2017)
 HO0644
 HO0644                         *CURRENT SURVEY CONTROL
 HO0644  ______________________________________________________________________
 HO0644* NAD 83(1986) POSITION- 37 59 56.     (N) 113 30 33.     (W)   SCALED
 HO0644* NAVD 88 ORTHO HEIGHT -  1632.846 (meters)     5357.10  (feet) POSTED
 HO0644  ______________________________________________________________________
 HO0644  GEOID HEIGHT    -        -22.302 (meters)                     GEOID18
 HO0644  DYNAMIC HEIGHT  -       1631.06  (meters)     5351.2   (feet) COMP
 HO0644  MODELED GRAVITY -    979,476.2   (mgal)                       NAVD 88
 HO0644
 HO0644  VERT ORDER      -  * POSTED, SEE BELOW
 HO0644
 HO0644.The horizontal coordinates were scaled from a map and have
 HO0644.an estimated accuracy of +/- 6 seconds.
 HO0644
 HO0644.The orthometric height was determined by differential leveling
 HO0644.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0644
 HO0644.* This is a POSTED BENCH MARK height.
 HO0644
 HO0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0644.GEOID18 height accuracy estimate available here.
 HO0644
 HO0644.Click photographs - Photos may exist for this station.
 HO0644
 HO0644.The dynamic height is computed by dividing the NAVD 88
 HO0644.geopotential number by the normal gravity value computed on the
 HO0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0644.degrees latitude (g = 980.6199 gals.).
 HO0644
 HO0644.The modeled gravity was interpolated from observed gravity values.
 HO0644
 HO0644;                    North         East    Units  Estimated Accuracy
 HO0644;SPC UT S     - 3,149,750.      323,550.      MT  (+/- 180 meters Scaled)
 HO0644
 HO0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH796086(NAD 83)
 HO0644
 HO0644                          SUPERSEDED SURVEY CONTROL
 HO0644
 HO0644  NGVD 29 (??/??/92) 1631.75   (m)         5353.5    (f) COMPUTED    2 0
 HO0644
 HO0644.Superseded values are not recommended for survey control.
 HO0644
 HO0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0644.See file dsdata.pdf to determine how the superseded data were derived.
 HO0644
 HO0644_MARKER: DB = BENCH MARK DISK
 HO0644_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HO0644_SP_SET: FOUNDATION
 HO0644_STAMPING: 46 DOR 1971
 HO0644_MARK LOGO: USGS
 HO0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0644+STABILITY: SURFACE MOTION
 HO0644
 HO0644  HISTORY     - Date     Condition        Report By
 HO0644  HISTORY     - 1971     MONUMENTED       USGS
 HO0644
 HO0644                          STATION DESCRIPTION
 HO0644
 HO0644'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HO0644'6.6 KM (4.10 MI) WEST FROM LUND.
 HO0644'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 HO0644'AND PINE VALLEY ROAD, PROCEED 4.1 MILES NORTH ALONG PINE VALLEY ROAD
 HO0644'TO A STEEL CATTLEGUARD, 6.8 FEET NORTH OF THE CENTER OF THE ROAD, IN
 HO0644'THE NORTHEAST CORNER OF A CONCRETE FOUNDATION.
 HO0644'THE MARK IS 6.4 FT  SE FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0400 ***********************************************************************
 KM0400  DESIGNATION -  46 FMK
 KM0400  PID         -  KM0400
 KM0400  STATE/COUNTY-  UT/GRAND
 KM0400  COUNTRY     -  US
 KM0400  USGS QUAD   -  HARLEY DOME (2017)
 KM0400
 KM0400                         *CURRENT SURVEY CONTROL
 KM0400  ______________________________________________________________________
 KM0400* NAD 83(1986) POSITION- 39 12 49.     (N) 109 09 05.     (W)   SCALED
 KM0400* NAVD 88 ORTHO HEIGHT -  1519.372 (meters)     4984.81  (feet) POSTED
 KM0400  ______________________________________________________________________
 KM0400  GEOID HEIGHT    -        -18.040 (meters)                     GEOID18
 KM0400  DYNAMIC HEIGHT  -       1517.89  (meters)     4979.9   (feet) COMP
 KM0400  MODELED GRAVITY -    979,601.5   (mgal)                       NAVD 88
 KM0400
 KM0400  VERT ORDER      -  * POSTED, SEE BELOW
 KM0400
 KM0400.The horizontal coordinates were scaled from a map and have
 KM0400.an estimated accuracy of +/- 6 seconds.
 KM0400
 KM0400.The orthometric height was determined by differential leveling
 KM0400.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0400
 KM0400.* This is a POSTED BENCH MARK height.
 KM0400
 KM0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0400.GEOID18 height accuracy estimate available here.
 KM0400
 KM0400.Click photographs - Photos may exist for this station.
 KM0400
 KM0400.The dynamic height is computed by dividing the NAVD 88
 KM0400.geopotential number by the normal gravity value computed on the
 KM0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0400.degrees latitude (g = 980.6199 gals.).
 KM0400
 KM0400.The modeled gravity was interpolated from observed gravity values.
 KM0400
 KM0400;                    North         East    Units  Estimated Accuracy
 KM0400;SPC UT C     - 2,100,390.      702,810.      MT  (+/- 180 meters Scaled)
 KM0400
 KM0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ595421(NAD 83)
 KM0400
 KM0400                          SUPERSEDED SURVEY CONTROL
 KM0400
 KM0400.No superseded survey control is available for this station.
 KM0400
 KM0400_MARKER: DD = SURVEY DISK
 KM0400_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0400_STAMPING: 46 FMK 1969 4981
 KM0400_MARK LOGO: USGS
 KM0400_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0400+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 KM0400
 KM0400  HISTORY     - Date     Condition        Report By
 KM0400  HISTORY     - 1969     MONUMENTED       USGS
 KM0400  HISTORY     - 20051213 GOOD             GEOCAC
 KM0400
 KM0400                          STATION DESCRIPTION
 KM0400
 KM0400'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0400'FROM MACK, COLORADO, PROCEED 15.6 MILES NORTHWEST ALONG U. S.
 KM0400'HIGHWAYS 6 AND 50, THENCE 2.4 MILES NORTHWEST ALONG COUNTY DIRT ROAD
 KM0400'TO A SMALL POINT, 3.5 MILES WEST OF COLORADO-UTAH STATE LINE
 KM0400'CROSSING, 100 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 10 FEET WEST
 KM0400'OF A JUNIPER BUSH, WITNESS POST SET NEAR BENCH MARK, SET ON 10 FEET
 KM0400'OF COPPER COATED STEEL ROD ENCASED IN A 6-INCH CONCRETE PIPE WHICH IS
 KM0400'FLUSH WITH THE GROUND.
 KM0400
 KM0400                          STATION RECOVERY (2005)
 KM0400
 KM0400'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0400'COUNTY ROAD IS NOW PAVED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0594 ***********************************************************************
 LO0594  DESIGNATION -  4610.2
 LO0594  PID         -  LO0594
 LO0594  STATE/COUNTY-  UT/SALT LAKE
 LO0594  COUNTRY     -  US
 LO0594  USGS QUAD   -  SUGAR HOUSE (2017)
 LO0594
 LO0594                         *CURRENT SURVEY CONTROL
 LO0594  ______________________________________________________________________
 LO0594* NAD 83(1986) POSITION- 40 42 44.     (N) 111 48 44.     (W)   SCALED
 LO0594* NAVD 88 ORTHO HEIGHT -  1406.355 (meters)     4614.02  (feet) POSTED
 LO0594  ______________________________________________________________________
 LO0594  GEOID HEIGHT    -        -16.443 (meters)                     GEOID18
 LO0594  DYNAMIC HEIGHT  -       1405.20  (meters)     4610.2   (feet) COMP
 LO0594  MODELED GRAVITY -    979,758.0   (mgal)                       NAVD 88
 LO0594
 LO0594  VERT ORDER      -  * POSTED, SEE BELOW
 LO0594
 LO0594.The horizontal coordinates were scaled from a map and have
 LO0594.an estimated accuracy of +/- 6 seconds.
 LO0594
 LO0594.The orthometric height was determined by differential leveling
 LO0594.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LO0594
 LO0594.* This is a POSTED BENCH MARK height.
 LO0594
 LO0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0594.GEOID18 height accuracy estimate available here.
 LO0594
 LO0594.Click photographs - Photos may exist for this station.
 LO0594
 LO0594.The dynamic height is computed by dividing the NAVD 88
 LO0594.geopotential number by the normal gravity value computed on the
 LO0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0594.degrees latitude (g = 980.6199 gals.).
 LO0594
 LO0594.The modeled gravity was interpolated from observed gravity values.
 LO0594
 LO0594;                    North         East    Units  Estimated Accuracy
 LO0594;SPC UT C     - 2,264,160.      473,620.      MT  (+/- 180 meters Scaled)
 LO0594
 LO0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL313071(NAD 83)
 LO0594
 LO0594                          SUPERSEDED SURVEY CONTROL
 LO0594
 LO0594  NGVD 29 (??/??/92) 1405.348  (m)         4610.71   (f) ADJ UNCH    2 0
 LO0594
 LO0594.Superseded values are not recommended for survey control.
 LO0594
 LO0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0594.See file dsdata.pdf to determine how the superseded data were derived.
 LO0594
 LO0594_MARKER: O = CHISELED CIRCLE
 LO0594_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0594_SP_SET: BRIDGE
 LO0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0594
 LO0594  HISTORY     - Date     Condition        Report By
 LO0594  HISTORY     - UNK      MONUMENTED       USGS
 LO0594  HISTORY     - 1934     GOOD             CGS
 LO0594
 LO0594                          STATION DESCRIPTION
 LO0594
 LO0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0594'2.7 MI SE FROM SUGAR HOUSE.
 LO0594'2.7 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 LO0594'FROM THE STATION AT SUGAR HOUSE, SALT LAKE CITY, SALT LAKE COUNTY, AT
 LO0594'ALEXANDER, NEAR RAILROAD BRIDGE 5 A, AND IN THE TOP OF THE SOUTHEAST
 LO0594'END OF A CONCRETE HIGHWAY BRIDGE.  A ROUND CHISELED HOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0028 ***********************************************************************
 KN0028  DESIGNATION -  4614
 KN0028  PID         -  KN0028
 KN0028  STATE/COUNTY-  UT/EMERY
 KN0028  COUNTRY     -  US
 KN0028  USGS QUAD   -  GRASSY (2017)
 KN0028
 KN0028                         *CURRENT SURVEY CONTROL
 KN0028  ______________________________________________________________________
 KN0028* NAD 83(1986) POSITION- 39 17 42.     (N) 110 22 35.     (W)   SCALED
 KN0028* NAVD 88 ORTHO HEIGHT -  1429.312 (meters)     4689.33  (feet) ADJUSTED
 KN0028  ______________________________________________________________________
 KN0028  GEOID HEIGHT    -        -18.742 (meters)                     GEOID18
 KN0028  DYNAMIC HEIGHT  -       1427.925 (meters)     4684.78  (feet) COMP
 KN0028  MODELED GRAVITY -    979,607.4   (mgal)                       NAVD 88
 KN0028
 KN0028  VERT ORDER      -  FIRST     CLASS II
 KN0028
 KN0028.The horizontal coordinates were scaled from a map and have
 KN0028.an estimated accuracy of +/- 6 seconds.
 KN0028
 KN0028.The orthometric height was determined by differential leveling and
 KN0028.adjusted by the NATIONAL GEODETIC SURVEY
 KN0028.in June 1991.
 KN0028
 KN0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0028.GEOID18 height accuracy estimate available here.
 KN0028
 KN0028.Click photographs - Photos may exist for this station.
 KN0028
 KN0028.The dynamic height is computed by dividing the NAVD 88
 KN0028.geopotential number by the normal gravity value computed on the
 KN0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0028.degrees latitude (g = 980.6199 gals.).
 KN0028
 KN0028.The modeled gravity was interpolated from observed gravity values.
 KN0028
 KN0028;                    North         East    Units  Estimated Accuracy
 KN0028;SPC UT C     - 2,107,370.      596,920.      MT  (+/- 180 meters Scaled)
 KN0028
 KN0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ537496(NAD 83)
 KN0028
 KN0028                          SUPERSEDED SURVEY CONTROL
 KN0028
 KN0028  NGVD 29 (??/??/92) 1428.300  (m)         4686.01   (f) ADJ UNCH    1 2
 KN0028
 KN0028.Superseded values are not recommended for survey control.
 KN0028
 KN0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0028.See file dsdata.pdf to determine how the superseded data were derived.
 KN0028
 KN0028_MARKER: DD = SURVEY DISK
 KN0028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0028_SP_SET: ABUTMENT
 KN0028_STAMPING: 4614 1910 47
 KN0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0028
 KN0028  HISTORY     - Date     Condition        Report By
 KN0028  HISTORY     - 1910     MONUMENTED       USGS
 KN0028  HISTORY     - 1934     GOOD             CGS
 KN0028  HISTORY     - 20091107 MARK NOT FOUND   GEOCAC
 KN0028
 KN0028                          STATION DESCRIPTION
 KN0028
 KN0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0028'3.0 MI N FROM WOODSIDE.
 KN0028'3.0 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KN0028'WOODSIDE, EMERY COUNTY, AT BRIDGE 583 B, AND IN THE TOP OF THE WEST
 KN0028'END OF THE NORTH ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 KN0028'DISK, STAMPED 4614 1910 47.
 KN0028
 KN0028                          STATION RECOVERY (2009)
 KN0028
 KN0028'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 KN0028'THE RR ABUTMENT LOCATION HAS BEEN CAPPED WITH NEWER CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0337 ***********************************************************************
 JM0337  DESIGNATION -  4616
 JM0337  PID         -  JM0337
 JM0337  STATE/COUNTY-  UT/GRAND
 JM0337  COUNTRY     -  US
 JM0337  USGS QUAD   -  HATCH MESA (2017)
 JM0337
 JM0337                         *CURRENT SURVEY CONTROL
 JM0337  ______________________________________________________________________
 JM0337* NAD 83(1986) POSITION- 38 55 33.     (N) 109 56 24.     (W)   SCALED
 JM0337* NAVD 88 ORTHO HEIGHT -  1408.535 (meters)     4621.17  (feet) ADJUSTED
 JM0337  ______________________________________________________________________
 JM0337  GEOID HEIGHT    -        -20.375 (meters)                     GEOID18
 JM0337  DYNAMIC HEIGHT  -       1407.124 (meters)     4616.54  (feet) COMP
 JM0337  MODELED GRAVITY -    979,578.1   (mgal)                       NAVD 88
 JM0337
 JM0337  VERT ORDER      -  FIRST     CLASS II
 JM0337
 JM0337.The horizontal coordinates were scaled from a map and have
 JM0337.an estimated accuracy of +/- 6 seconds.
 JM0337
 JM0337.The orthometric height was determined by differential leveling and
 JM0337.adjusted by the NATIONAL GEODETIC SURVEY
 JM0337.in June 1991.
 JM0337
 JM0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0337.GEOID18 height accuracy estimate available here.
 JM0337
 JM0337.Click photographs - Photos may exist for this station.
 JM0337
 JM0337.The dynamic height is computed by dividing the NAVD 88
 JM0337.geopotential number by the normal gravity value computed on the
 JM0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0337.degrees latitude (g = 980.6199 gals.).
 JM0337
 JM0337.The modeled gravity was interpolated from observed gravity values.
 JM0337
 JM0337;                    North         East    Units  Estimated Accuracy
 JM0337;SPC UT C     - 2,066,960.      635,270.      MT  (+/- 180 meters Scaled)
 JM0337
 JM0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ918090(NAD 83)
 JM0337
 JM0337                          SUPERSEDED SURVEY CONTROL
 JM0337
 JM0337  NGVD 29 (??/??/92) 1407.509  (m)         4617.80   (f) ADJ UNCH    1 2
 JM0337
 JM0337.Superseded values are not recommended for survey control.
 JM0337
 JM0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0337.See file dsdata.pdf to determine how the superseded data were derived.
 JM0337
 JM0337_MARKER: DB = BENCH MARK DISK
 JM0337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JM0337_SP_SET: BRIDGE
 JM0337_STAMPING: 4616 O 59
 JM0337_MARK LOGO: USGS
 JM0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JM0337
 JM0337  HISTORY     - Date     Condition        Report By
 JM0337  HISTORY     - 1910     MONUMENTED       USGS
 JM0337  HISTORY     - 1934     GOOD             CGS
 JM0337  HISTORY     - 1960     MARK NOT FOUND   CGS
 JM0337  HISTORY     - 20091029 MARK NOT FOUND   GEOCAC
 JM0337
 JM0337                          STATION DESCRIPTION
 JM0337
 JM0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0337'13.2 MI W FROM THOMPSON.
 JM0337'13.2 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JM0337'THOMPSON, GRAND COUNTY, 0.2 MILE WEST OF FLOY, AT BRIDGE 541 A, IN THE
 JM0337'TOP OF THE EAST END OF THE CONCRETE ABUTMENT, AND 6 FEET NORTH OF THE
 JM0337'CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JM0337'DISK, STAMPED 4616 O 59.
 JM0337
 JM0337                          STATION RECOVERY (1960)
 JM0337
 JM0337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JM0337'MARK NOT FOUND.
 JM0337
 JM0337                          STATION RECOVERY (2009)
 JM0337
 JM0337'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0337'BRIDGE IS NOW A TRIPLE BOX CULVERT.  HOWEVER, A PORTION OF THE OLD
 JM0337'BRIDGE NORTHEAST HEADWALL IS VISIBLE AND THE MARK MAY BE THERE UNDER
 JM0337'ABOUT SIX FEET OF BALLAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0167 ***********************************************************************
 KO0167  DESIGNATION -  4654
 KO0167  PID         -  KO0167
 KO0167  STATE/COUNTY-  UT/MILLARD
 KO0167  COUNTRY     -  US
 KO0167  USGS QUAD   -  HARDING (2017)
 KO0167
 KO0167                         *CURRENT SURVEY CONTROL
 KO0167  ______________________________________________________________________
 KO0167* NAD 83(1986) POSITION- 39 17 19.     (N) 112 27 51.     (W)   SCALED
 KO0167* NAVD 88 ORTHO HEIGHT -  1419.107 (meters)     4655.85  (feet) ADJUSTED
 KO0167  ______________________________________________________________________
 KO0167  GEOID HEIGHT    -        -19.018 (meters)                     GEOID18
 KO0167  DYNAMIC HEIGHT  -       1417.819 (meters)     4651.63  (feet) COMP
 KO0167  MODELED GRAVITY -    979,669.5   (mgal)                       NAVD 88
 KO0167
 KO0167  VERT ORDER      -  SECOND    CLASS 0
 KO0167
 KO0167.The horizontal coordinates were scaled from a map and have
 KO0167.an estimated accuracy of +/- 6 seconds.
 KO0167
 KO0167.The orthometric height was determined by differential leveling and
 KO0167.adjusted by the NATIONAL GEODETIC SURVEY
 KO0167.in June 1991.
 KO0167
 KO0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0167.GEOID18 height accuracy estimate available here.
 KO0167
 KO0167.Click photographs - Photos may exist for this station.
 KO0167
 KO0167.The dynamic height is computed by dividing the NAVD 88
 KO0167.geopotential number by the normal gravity value computed on the
 KO0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0167.degrees latitude (g = 980.6199 gals.).
 KO0167
 KO0167.The modeled gravity was interpolated from observed gravity values.
 KO0167
 KO0167;                    North         East    Units  Estimated Accuracy
 KO0167;SPC UT C     - 2,106,500.      416,820.      MT  (+/- 180 meters Scaled)
 KO0167
 KO0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ737498(NAD 83)
 KO0167
 KO0167                          SUPERSEDED SURVEY CONTROL
 KO0167
 KO0167  NGVD 29 (??/??/92) 1418.037  (m)         4652.34   (f) ADJ UNCH    2 0
 KO0167
 KO0167.Superseded values are not recommended for survey control.
 KO0167
 KO0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0167.See file dsdata.pdf to determine how the superseded data were derived.
 KO0167
 KO0167_MARKER: Q = CHISELED SQUARE
 KO0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KO0167_SP_SET: CULVERT
 KO0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0167
 KO0167  HISTORY     - Date     Condition        Report By
 KO0167  HISTORY     - UNK      MONUMENTED       USGS
 KO0167  HISTORY     - 1934     GOOD             CGS
 KO0167
 KO0167                          STATION DESCRIPTION
 KO0167
 KO0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0167'8.4 MI SE FROM DELTA.
 KO0167'ABOUT 8.4 MILES SOUTHEAST ALONG THE LOS ANGELES AND SALT LAKE RAILROAD
 KO0167'FROM THE COUMMUNITY BUILDING AT DELTA, MILLARD COUNTY, WEST OF THE
 KO0167'SIDING AT HARDING, ON A HIGHWAY, AT AN ANGLE TO THE WEST, AT THE NORTH
 KO0167'EDGE OF THE HIGHWAY, AT A CONCRETE HIGHWAY CULVERT, AND ON THE CENTER
 KO0167'OF THE TOP OF A HEAD WALL.  A CHISELED SQUARE, MARKED U.S.B.M. 4654.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0022 ***********************************************************************
 KN0022  DESIGNATION -  4663
 KN0022  PID         -  KN0022
 KN0022  STATE/COUNTY-  UT/EMERY
 KN0022  COUNTRY     -  US
 KN0022  USGS QUAD   -  CLIFF (2017)
 KN0022
 KN0022                         *CURRENT SURVEY CONTROL
 KN0022  ______________________________________________________________________
 KN0022* NAD 83(1986) POSITION- 39 08 28.7    (N) 110 20 33.3    (W)   HD_HELD2
 KN0022* NAVD 88 ORTHO HEIGHT -  1422.842 (meters)     4668.11  (feet) ADJUSTED
 KN0022  ______________________________________________________________________
 KN0022  GEOID HEIGHT    -        -19.316 (meters)                     GEOID18
 KN0022  DYNAMIC HEIGHT  -       1421.447 (meters)     4663.53  (feet) COMP
 KN0022  MODELED GRAVITY -    979,598.6   (mgal)                       NAVD 88
 KN0022
 KN0022  VERT ORDER      -  FIRST     CLASS II
 KN0022
 KN0022.The horizontal coordinates were established by autonomous hand held GPS
 KN0022.observations and have an estimated accuracy of +/- 10 meters.
 KN0022
 KN0022.The orthometric height was determined by differential leveling and
 KN0022.adjusted by the NATIONAL GEODETIC SURVEY
 KN0022.in June 1991.
 KN0022
 KN0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0022.GEOID18 height accuracy estimate available here.
 KN0022
 KN0022.Click photographs - Photos may exist for this station.
 KN0022
 KN0022.The dynamic height is computed by dividing the NAVD 88
 KN0022.geopotential number by the normal gravity value computed on the
 KN0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0022.degrees latitude (g = 980.6199 gals.).
 KN0022
 KN0022.The modeled gravity was interpolated from observed gravity values.
 KN0022
 KN0022;                    North         East    Units  Estimated Accuracy
 KN0022;SPC UT C     - 2,090,349.      600,057.      MT  (+/- 10 meters HH2 GPS)
 KN0022
 KN0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ5681332663(NAD 83)
 KN0022
 KN0022                          SUPERSEDED SURVEY CONTROL
 KN0022
 KN0022  NGVD 29 (??/??/92) 1421.829  (m)         4664.78   (f) ADJ UNCH    1 2
 KN0022
 KN0022.Superseded values are not recommended for survey control.
 KN0022
 KN0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0022.See file dsdata.pdf to determine how the superseded data were derived.
 KN0022
 KN0022_MARKER: P = PIPE CAP
 KN0022_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KN0022_STAMPING: 4663 1910 50
 KN0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0022+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2009
 KN0022
 KN0022  HISTORY     - Date     Condition        Report By
 KN0022  HISTORY     - 1910     MONUMENTED       USGS
 KN0022  HISTORY     - 1934     GOOD             CGS
 KN0022  HISTORY     - 20091107 GOOD             GEOCAC
 KN0022
 KN0022                          STATION DESCRIPTION
 KN0022
 KN0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0022'9.0 MI SE FROM WOODSIDE.
 KN0022'9.0 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0022'FROM WOODSIDE, EMERY COUNTY, 3.2 MILES SOUTH OF CLIFF SIDING, 0.4 MILE
 KN0022'SOUTH OF MILEPOST 572, AND AT THE EAST EDGE OF THE RIGHT-OF-WAY. A
 KN0022'UNITED STATES AND CANADA BOUNDARY SURVEY STANDARD CAP, STAMPED 4663
 KN0022'1910 50 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE. NOTE-- THIS
 KN0022'TYPE OF CAP HAD APPARENTLY BEEN USED INSTEAD OF A STANDARD U.S.G.S.
 KN0022'CAP.
 KN0022
 KN0022                          STATION RECOVERY (2009)
 KN0022
 KN0022'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 KN0022'MARK IS NE OF THE ABANDONED RAIL BED, ON A 250 DEGREE BEARING 220 FEET
 KN0022'FROM THE CURRENT RAILROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0605 ***********************************************************************
 JO0605  DESIGNATION -  47 DOR
 JO0605  PID         -  JO0605
 JO0605  STATE/COUNTY-  UT/IRON
 JO0605  COUNTRY     -  US
 JO0605  USGS QUAD   -  LUND (2017)
 JO0605
 JO0605                         *CURRENT SURVEY CONTROL
 JO0605  ______________________________________________________________________
 JO0605* NAD 83(1986) POSITION- 38 00 05.     (N) 113 29 38.     (W)   SCALED
 JO0605* NAVD 88 ORTHO HEIGHT -  1618.485 (meters)     5309.98  (feet) POSTED
 JO0605  ______________________________________________________________________
 JO0605  GEOID HEIGHT    -        -22.299 (meters)                     GEOID18
 JO0605  DYNAMIC HEIGHT  -       1616.72  (meters)     5304.2   (feet) COMP
 JO0605  MODELED GRAVITY -    979,480.0   (mgal)                       NAVD 88
 JO0605
 JO0605  VERT ORDER      -  * POSTED, SEE BELOW
 JO0605
 JO0605.The horizontal coordinates were scaled from a map and have
 JO0605.an estimated accuracy of +/- 6 seconds.
 JO0605
 JO0605.The orthometric height was determined by differential leveling
 JO0605.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0605
 JO0605.* This is a POSTED BENCH MARK height.
 JO0605
 JO0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0605.GEOID18 height accuracy estimate available here.
 JO0605
 JO0605.Click photographs - Photos may exist for this station.
 JO0605
 JO0605.The dynamic height is computed by dividing the NAVD 88
 JO0605.geopotential number by the normal gravity value computed on the
 JO0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0605.degrees latitude (g = 980.6199 gals.).
 JO0605
 JO0605.The modeled gravity was interpolated from observed gravity values.
 JO0605
 JO0605;                    North         East    Units  Estimated Accuracy
 JO0605;SPC UT S     - 3,150,000.      324,900.      MT  (+/- 180 meters Scaled)
 JO0605
 JO0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH810089(NAD 83)
 JO0605
 JO0605                          SUPERSEDED SURVEY CONTROL
 JO0605
 JO0605  NGVD 29 (??/??/92) 1617.39   (m)         5306.4    (f) COMPUTED    2 0
 JO0605
 JO0605.Superseded values are not recommended for survey control.
 JO0605
 JO0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0605.See file dsdata.pdf to determine how the superseded data were derived.
 JO0605
 JO0605_MARKER: DB = BENCH MARK DISK
 JO0605_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0605_STAMPING: 47 DOR 1971 5306
 JO0605_MARK LOGO: USGS
 JO0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0605
 JO0605  HISTORY     - Date     Condition        Report By
 JO0605  HISTORY     - 1971     MONUMENTED       USGS
 JO0605
 JO0605                          STATION DESCRIPTION
 JO0605
 JO0605'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 JO0605'5.3 KM (3.30 MI) WEST FROM LUND.
 JO0605'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0605'AND PINE VALLEY ROAD, PROCEED 3.3 MILES WEST ALONG PINE VALLEY ROAD,
 JO0605'53 FEET SOUTH OF THE CENTER OF THE ROAD, BETWEEN TWO SMALL HILLS.  A
 JO0605'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 JO0605'PROJECTING 3 INCHES.
 JO0605'THE MARK IS 1.8 FT  N FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0401 ***********************************************************************
 KM0401  DESIGNATION -  47 FMK
 KM0401  PID         -  KM0401
 KM0401  STATE/COUNTY-  UT/GRAND
 KM0401  COUNTRY     -  US
 KM0401  USGS QUAD   -  HARLEY DOME (2017)
 KM0401
 KM0401                         *CURRENT SURVEY CONTROL
 KM0401  ______________________________________________________________________
 KM0401* NAD 83(1986) POSITION- 39 13 31.     (N) 109 09 59.     (W)   SCALED
 KM0401* NAVD 88 ORTHO HEIGHT -  1518.491 (meters)     4981.92  (feet) POSTED
 KM0401  ______________________________________________________________________
 KM0401  GEOID HEIGHT    -        -18.006 (meters)                     GEOID18
 KM0401  DYNAMIC HEIGHT  -       1517.02  (meters)     4977.1   (feet) COMP
 KM0401  MODELED GRAVITY -    979,602.6   (mgal)                       NAVD 88
 KM0401
 KM0401  VERT ORDER      -  * POSTED, SEE BELOW
 KM0401
 KM0401.The horizontal coordinates were scaled from a map and have
 KM0401.an estimated accuracy of +/- 6 seconds.
 KM0401
 KM0401.The orthometric height was determined by differential leveling
 KM0401.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0401
 KM0401.* This is a POSTED BENCH MARK height.
 KM0401
 KM0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0401.GEOID18 height accuracy estimate available here.
 KM0401
 KM0401.Click photographs - Photos may exist for this station.
 KM0401
 KM0401.The dynamic height is computed by dividing the NAVD 88
 KM0401.geopotential number by the normal gravity value computed on the
 KM0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0401.degrees latitude (g = 980.6199 gals.).
 KM0401
 KM0401.The modeled gravity was interpolated from observed gravity values.
 KM0401
 KM0401;                    North         East    Units  Estimated Accuracy
 KM0401;SPC UT C     - 2,101,650.      701,480.      MT  (+/- 180 meters Scaled)
 KM0401
 KM0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ582433(NAD 83)
 KM0401
 KM0401                          SUPERSEDED SURVEY CONTROL
 KM0401
 KM0401.No superseded survey control is available for this station.
 KM0401
 KM0401_MARKER: DD = SURVEY DISK
 KM0401_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0401_STAMPING: 47 FMK 1969 4978
 KM0401_MARK LOGO: USGS
 KM0401_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0401+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 KM0401
 KM0401  HISTORY     - Date     Condition        Report By
 KM0401  HISTORY     - 1969     MONUMENTED       USGS
 KM0401  HISTORY     - 20051206 GOOD             GEOCAC
 KM0401
 KM0401                          STATION DESCRIPTION
 KM0401
 KM0401'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0401'FROM MACK, COLORADO, PROCEED 15.6 MILES NORTHWEST ALONG U. S.
 KM0401'HIGHWAYS 6 AND 50, THENCE 3.5 MILES NORTHWEST ALONG COUNTY DIRT ROAD,
 KM0401'0.2 MILES WEST OF CORRALS ON A SMALL TOP, 54 FEET NORTH OF THE
 KM0401'CENTERLINE OF THE ROAD, WITNESS POST SET NEAR BENCH MARK, SET ON 10
 KM0401'FEET OF COPPER COATED STEEL ROD ENCASED IN A 6-INCH CONCRETE PIPE
 KM0401'WHICH IS FLUSH WITH THE GROUND.
 KM0401
 KM0401                          STATION RECOVERY (2005)
 KM0401
 KM0401'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0401'COUNTY ROAD IS NOW PAVED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0276 ***********************************************************************
 LN0276  DESIGNATION -  4738.2
 LN0276  PID         -  LN0276
 LN0276  STATE/COUNTY-  UT/UINTAH
 LN0276  COUNTRY     -  US
 LN0276  USGS QUAD   -  JENSEN (2017)
 LN0276
 LN0276                         *CURRENT SURVEY CONTROL
 LN0276  ______________________________________________________________________
 LN0276* NAD 83(1986) POSITION- 40 22 08.9    (N) 109 20 06.5    (W)   HD_HELD2
 LN0276* NAVD 88 ORTHO HEIGHT -  1445.403 (meters)     4742.13  (feet) ADJUSTED
 LN0276  ______________________________________________________________________
 LN0276  GEOID HEIGHT    -        -17.147 (meters)                     GEOID18
 LN0276  DYNAMIC HEIGHT  -       1444.115 (meters)     4737.90  (feet) COMP
 LN0276  MODELED GRAVITY -    979,684.9   (mgal)                       NAVD 88
 LN0276
 LN0276  VERT ORDER      -  FIRST     CLASS II
 LN0276
 LN0276.The horizontal coordinates were established by autonomous hand held GPS
 LN0276.observations and have an estimated accuracy of +/- 10 meters.
 LN0276
 LN0276.The orthometric height was determined by differential leveling and
 LN0276.adjusted by the NATIONAL GEODETIC SURVEY
 LN0276.in June 1991.
 LN0276
 LN0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0276.GEOID18 height accuracy estimate available here.
 LN0276
 LN0276.Click photographs - Photos may exist for this station.
 LN0276
 LN0276.The dynamic height is computed by dividing the NAVD 88
 LN0276.geopotential number by the normal gravity value computed on the
 LN0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0276.degrees latitude (g = 980.6199 gals.).
 LN0276
 LN0276.The modeled gravity was interpolated from observed gravity values.
 LN0276
 LN0276;                    North         East    Units  Estimated Accuracy
 LN0276;SPC UT C     - 2,228,241.      683,838.      MT  (+/- 10 meters HH2 GPS)
 LN0276
 LN0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK4134770059(NAD 83)
 LN0276
 LN0276                          SUPERSEDED SURVEY CONTROL
 LN0276
 LN0276  NGVD 29 (??/??/92) 1444.215  (m)         4738.23   (f) ADJ UNCH    1 2
 LN0276
 LN0276.Superseded values are not recommended for survey control.
 LN0276
 LN0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0276.See file dsdata.pdf to determine how the superseded data were derived.
 LN0276
 LN0276_MARKER: P = PIPE CAP
 LN0276_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LN0276_MARK LOGO: USGS
 LN0276_MAGNETIC: P = MARKER IS A STEEL PIPE
 LN0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0276
 LN0276  HISTORY     - Date     Condition        Report By
 LN0276  HISTORY     - UNK      MONUMENTED       USGS
 LN0276  HISTORY     - 1933     GOOD             CGS
 LN0276  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0276  HISTORY     - 20091019 GOOD             GEOCAC
 LN0276
 LN0276                          STATION DESCRIPTION
 LN0276
 LN0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0276'IN JENSEN.
 LN0276'AT JENSEN, UINTAH COUNTY, ABOUT 260 FEET SOUTH OF THE WEST END OF THE
 LN0276'GREEN RIVER HIGHWAY BRIDGE, ABOUT 160 FEET SOUTH OF KELLEYS STORE, IN
 LN0276'A HAYFIELD, AND ON A SHOULDER OF THE WEST BANK OF GREEN RIVER.  A
 LN0276'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE TOP OF A
 LN0276'3-1/2-INCH IRON PIPE.
 LN0276
 LN0276                          STATION RECOVERY (1984)
 LN0276
 LN0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0276'MARK NOT FOUND.
 LN0276
 LN0276                          STATION RECOVERY (2009)
 LN0276
 LN0276'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LN0276'A 1 1/4 INCH SUPPORTING PIPE HAS BEEN WELDED TO THE EAST SIDE OF THE
 LN0276'STAND PIPE.  ELEVATION IS NOT STAMPED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0286 ***********************************************************************
 JM0286  DESIGNATION -  4777
 JM0286  PID         -  JM0286
 JM0286  STATE/COUNTY-  UT/GRAND
 JM0286  COUNTRY     -  US
 JM0286  USGS QUAD   -  CRESCENT JUNCTION (2017)
 JM0286
 JM0286                         *CURRENT SURVEY CONTROL
 JM0286  ______________________________________________________________________
 JM0286* NAD 83(1986) POSITION- 38 56 16.7    (N) 109 51 59.2    (W)   HD_HELD2
 JM0286* NAVD 88 ORTHO HEIGHT -  1457.533 (meters)     4781.92  (feet) ADJUSTED
 JM0286  ______________________________________________________________________
 JM0286  GEOID HEIGHT    -        -20.256 (meters)                     GEOID18
 JM0286  DYNAMIC HEIGHT  -       1456.050 (meters)     4777.06  (feet) COMP
 JM0286  MODELED GRAVITY -    979,560.1   (mgal)                       NAVD 88
 JM0286
 JM0286  VERT ORDER      -  FIRST     CLASS II
 JM0286
 JM0286.The horizontal coordinates were established by autonomous hand held GPS
 JM0286.observations and have an estimated accuracy of +/- 10 meters.
 JM0286
 JM0286.The orthometric height was determined by differential leveling and
 JM0286.adjusted by the NATIONAL GEODETIC SURVEY
 JM0286.in June 1991.
 JM0286
 JM0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0286.GEOID18 height accuracy estimate available here.
 JM0286
 JM0286.Click photographs - Photos may exist for this station.
 JM0286
 JM0286.The dynamic height is computed by dividing the NAVD 88
 JM0286.geopotential number by the normal gravity value computed on the
 JM0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0286.degrees latitude (g = 980.6199 gals.).
 JM0286
 JM0286.The modeled gravity was interpolated from observed gravity values.
 JM0286
 JM0286;                    North         East    Units  Estimated Accuracy
 JM0286;SPC UT C     - 2,068,421.      641,628.      MT  (+/- 10 meters HH2 GPS)
 JM0286
 JM0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ9824310504(NAD 83)
 JM0286
 JM0286                          SUPERSEDED SURVEY CONTROL
 JM0286
 JM0286  NGVD 29 (??/??/92) 1456.482  (m)         4778.47   (f) ADJ UNCH    1 2
 JM0286
 JM0286.Superseded values are not recommended for survey control.
 JM0286
 JM0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0286.See file dsdata.pdf to determine how the superseded data were derived.
 JM0286
 JM0286_MARKER: P = PIPE CAP
 JM0286_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0286_STAMPING: 4777 1910 60
 JM0286_MARK LOGO: USGS
 JM0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0286+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2009
 JM0286
 JM0286  HISTORY     - Date     Condition        Report By
 JM0286  HISTORY     - 1910     MONUMENTED       USGS
 JM0286  HISTORY     - 1954     GOOD             CGS
 JM0286  HISTORY     - 20091029 GOOD             GEOCAC
 JM0286
 JM0286                          STATION DESCRIPTION
 JM0286
 JM0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JM0286'9.0 MI W FROM THOMPSON.
 JM0286'9.0 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JM0286'THOMPSON, GRAND COUNTY, 3.0 MILES WEST OF BRENDEL SIDING, 15 FEET EAST
 JM0286'OF THE SECOND POLE EAST OF MILEPOST 537, AND AT THE NORTH EDGE OF THE
 JM0286'RIGHT-OF-WAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 JM0286'4777 1910 60 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 JM0286
 JM0286                          STATION RECOVERY (2009)
 JM0286
 JM0286'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0286'ROW FENCE IS NOW ABOUT 50 FEET NE OF THE STATION. STATION 15 FEET EAST
 JM0286'OF POLE NO. E 63 F WHICH HAS ONE GUY ON THE NORTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0277 ***********************************************************************
 JM0277  DESIGNATION -  4782
 JM0277  PID         -  JM0277
 JM0277  STATE/COUNTY-  UT/GRAND
 JM0277  COUNTRY     -  US
 JM0277  USGS QUAD   -  SAGERS FLAT (2017)
 JM0277
 JM0277                         *CURRENT SURVEY CONTROL
 JM0277  ______________________________________________________________________
 JM0277* NAD 83(1986) POSITION- 38 57 49.     (N) 109 35 10.     (W)   SCALED
 JM0277* NAVD 88 ORTHO HEIGHT -  1459.466 (meters)     4788.26  (feet) POSTED
 JM0277  ______________________________________________________________________
 JM0277  GEOID HEIGHT    -        -19.830 (meters)                     GEOID18
 JM0277  DYNAMIC HEIGHT  -       1457.98  (meters)     4783.4   (feet) COMP
 JM0277  MODELED GRAVITY -    979,558.3   (mgal)                       NAVD 88
 JM0277
 JM0277  VERT ORDER      -  * POSTED, SEE BELOW
 JM0277
 JM0277.The horizontal coordinates were scaled from a map and have
 JM0277.an estimated accuracy of +/- 6 seconds.
 JM0277
 JM0277.The orthometric height was determined by differential leveling
 JM0277.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JM0277
 JM0277.* This is a POSTED BENCH MARK height.
 JM0277
 JM0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0277.GEOID18 height accuracy estimate available here.
 JM0277
 JM0277.Click photographs - Photos may exist for this station.
 JM0277
 JM0277.The dynamic height is computed by dividing the NAVD 88
 JM0277.geopotential number by the normal gravity value computed on the
 JM0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0277.degrees latitude (g = 980.6199 gals.).
 JM0277
 JM0277.The modeled gravity was interpolated from observed gravity values.
 JM0277
 JM0277;                    North         East    Units  Estimated Accuracy
 JM0277;SPC UT C     - 2,071,750.      665,870.      MT  (+/- 180 meters Scaled)
 JM0277
 JM0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ224136(NAD 83)
 JM0277
 JM0277                          SUPERSEDED SURVEY CONTROL
 JM0277
 JM0277  NGVD 29 (??/??/92) 1458.393  (m)         4784.74   (f) ADJ UNCH    1 2
 JM0277
 JM0277.Superseded values are not recommended for survey control.
 JM0277
 JM0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0277.See file dsdata.pdf to determine how the superseded data were derived.
 JM0277
 JM0277_MARKER: P = PIPE CAP
 JM0277_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0277_STAMPING: 4782 1910 64
 JM0277_MARK LOGO: USGS
 JM0277_PROJECTION: PROJECTING 71 CENTIMETERS
 JM0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0277
 JM0277  HISTORY     - Date     Condition        Report By
 JM0277  HISTORY     - 1910     MONUMENTED       USGS
 JM0277  HISTORY     - 1934     POOR             CGS
 JM0277
 JM0277                          STATION DESCRIPTION
 JM0277
 JM0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0277'8.0 MI E FROM THOMPSON.
 JM0277'8.0 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JM0277'THOMPSON, GRAND COUNTY, ABOUT 500 FEET EAST OF THE STATION AT SAGERS,
 JM0277'OPPOSITE MILEPOST 520, AND IN THE WEST EDGE OF THE RIGHT-OF-WAY.  A
 JM0277'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4782 1910 64 AND
 JM0277'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- THE PIPE IS
 JM0277'LOOSE PROJECTING 28 INCHES OUT OF THE GROUND WITH THE LOWER 12 INCHES
 JM0277'RUSTY SHOWING EVIDENCE OF HAVING BEEN DEEPER IN THE GROUND AT ONE
 JM0277'TIME.  IT IS 127 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  NO WEST
 JM0277'EDGE OF THE RIGHT-OF-WAY AT THIS LOCATION.  THE MARK MAY HAVE BEEN
 JM0277'MOVED FROM THE NORTH TO THE SOUTH SIDE OF THE RIGHT-OF-WAY AS A WASH
 JM0277'NOW RUNS ALONG THE NORTH EDGE.  USE WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0604 ***********************************************************************
 JO0604  DESIGNATION -  48 DOR
 JO0604  PID         -  JO0604
 JO0604  STATE/COUNTY-  UT/IRON
 JO0604  COUNTRY     -  US
 JO0604  USGS QUAD   -  LUND (2017)
 JO0604
 JO0604                         *CURRENT SURVEY CONTROL
 JO0604  ______________________________________________________________________
 JO0604* NAD 83(1986) POSITION- 38 00 23.     (N) 113 28 39.     (W)   SCALED
 JO0604* NAVD 88 ORTHO HEIGHT -  1605.890 (meters)     5268.66  (feet) POSTED
 JO0604  ______________________________________________________________________
 JO0604  GEOID HEIGHT    -        -22.292 (meters)                     GEOID18
 JO0604  DYNAMIC HEIGHT  -       1604.13  (meters)     5262.9   (feet) COMP
 JO0604  MODELED GRAVITY -    979,478.2   (mgal)                       NAVD 88
 JO0604
 JO0604  VERT ORDER      -  * POSTED, SEE BELOW
 JO0604
 JO0604.The horizontal coordinates were scaled from a map and have
 JO0604.an estimated accuracy of +/- 6 seconds.
 JO0604
 JO0604.The orthometric height was determined by differential leveling
 JO0604.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0604
 JO0604.* This is a POSTED BENCH MARK height.
 JO0604
 JO0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0604.GEOID18 height accuracy estimate available here.
 JO0604
 JO0604.Click photographs - Photos may exist for this station.
 JO0604
 JO0604.The dynamic height is computed by dividing the NAVD 88
 JO0604.geopotential number by the normal gravity value computed on the
 JO0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0604.degrees latitude (g = 980.6199 gals.).
 JO0604
 JO0604.The modeled gravity was interpolated from observed gravity values.
 JO0604
 JO0604;                    North         East    Units  Estimated Accuracy
 JO0604;SPC UT S     - 3,150,520.      326,350.      MT  (+/- 180 meters Scaled)
 JO0604
 JO0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH824094(NAD 83)
 JO0604
 JO0604                          SUPERSEDED SURVEY CONTROL
 JO0604
 JO0604  NGVD 29 (??/??/92) 1604.79   (m)         5265.0    (f) COMPUTED    2 0
 JO0604
 JO0604.Superseded values are not recommended for survey control.
 JO0604
 JO0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0604.See file dsdata.pdf to determine how the superseded data were derived.
 JO0604
 JO0604_MARKER: DB = BENCH MARK DISK
 JO0604_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0604_STAMPING: 48 DOR 1971 5265
 JO0604_MARK LOGO: USGS
 JO0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0604
 JO0604  HISTORY     - Date     Condition        Report By
 JO0604  HISTORY     - 1971     MONUMENTED       USGS
 JO0604
 JO0604                          STATION DESCRIPTION
 JO0604
 JO0604'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 JO0604'3.9 KM (2.40 MI) WEST FROM LUND.
 JO0604'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0604'AND PINE VALLEY ROAD, PROCEED 2.4 MILES WEST ALONG PINE VALLEY ROAD,
 JO0604'0.1 MILE WEST OF A DRAIN CROSSING, 110 FEET SOUTH OF THE SOUTH EDGE
 JO0604'OF A WASH, 49 FEET NORTH OF THE CENTER OF THE ROAD.  A COPPER-CLAD
 JO0604'STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3
 JO0604'INCHES.
 JO0604'THE MARK IS 1.8 FT  SW FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0402 ***********************************************************************
 KM0402  DESIGNATION -  48 FMK
 KM0402  PID         -  KM0402
 KM0402  STATE/COUNTY-  UT/GRAND
 KM0402  COUNTRY     -  US
 KM0402  USGS QUAD   -  HARLEY DOME (2017)
 KM0402
 KM0402                         *CURRENT SURVEY CONTROL
 KM0402  ______________________________________________________________________
 KM0402* NAD 83(1986) POSITION- 39 13 49.     (N) 109 11 04.     (W)   SCALED
 KM0402* NAVD 88 ORTHO HEIGHT -  1528.415 (meters)     5014.47  (feet) POSTED
 KM0402  ______________________________________________________________________
 KM0402  GEOID HEIGHT    -        -17.994 (meters)                     GEOID18
 KM0402  DYNAMIC HEIGHT  -       1526.93  (meters)     5009.6   (feet) COMP
 KM0402  MODELED GRAVITY -    979,600.8   (mgal)                       NAVD 88
 KM0402
 KM0402  VERT ORDER      -  * POSTED, SEE BELOW
 KM0402
 KM0402.The horizontal coordinates were scaled from a map and have
 KM0402.an estimated accuracy of +/- 6 seconds.
 KM0402
 KM0402.The orthometric height was determined by differential leveling
 KM0402.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0402
 KM0402.* This is a POSTED BENCH MARK height.
 KM0402
 KM0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0402.GEOID18 height accuracy estimate available here.
 KM0402
 KM0402.Click photographs - Photos may exist for this station.
 KM0402
 KM0402.The dynamic height is computed by dividing the NAVD 88
 KM0402.geopotential number by the normal gravity value computed on the
 KM0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0402.degrees latitude (g = 980.6199 gals.).
 KM0402
 KM0402.The modeled gravity was interpolated from observed gravity values.
 KM0402
 KM0402;                    North         East    Units  Estimated Accuracy
 KM0402;SPC UT C     - 2,102,170.      699,910.      MT  (+/- 180 meters Scaled)
 KM0402
 KM0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ567439(NAD 83)
 KM0402
 KM0402                          SUPERSEDED SURVEY CONTROL
 KM0402
 KM0402.No superseded survey control is available for this station.
 KM0402
 KM0402_MARKER: DD = SURVEY DISK
 KM0402_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0402_STAMPING: 48 FMK 1969 5011
 KM0402_MARK LOGO: USGS
 KM0402_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0402+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 KM0402
 KM0402  HISTORY     - Date     Condition        Report By
 KM0402  HISTORY     - 1969     MONUMENTED       USGS
 KM0402  HISTORY     - 20051206 GOOD             GEOCAC
 KM0402
 KM0402                          STATION DESCRIPTION
 KM0402
 KM0402'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0402'FROM MACK, COLORADO, PROCEED 15.6 MILES NORTHWEST ALONG U. S.
 KM0402'HIGHWAYS 6 AND 50, THENCE 4.6 MILES NORTHWEST ALONG COUNTY DIRT ROAD,
 KM0402'135 FEET WEST OF A TRACK ROAD SOUTH, 60 FEET SOUTH OF THE CENTERLINE
 KM0402'OF THE ROAD, 13 FEET SOUTHEAST OF A JUNIPER TREE, WITNESS POST SET
 KM0402'NEAR BENCH MARK, SET ON 10 FEET OF COPPER COATED STEEL ROD ENCASED IN
 KM0402'A 6-INCH CONCRETE PIPE WHICH IS FLUSH WITH THE GROUND.
 KM0402
 KM0402                          STATION RECOVERY (2005)
 KM0402
 KM0402'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0402'COUNTY ROAD IS NOW PAVED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0429 ***********************************************************************
 JO0429  DESIGNATION -  48 HJH
 JO0429  PID         -  JO0429
 JO0429  STATE/COUNTY-  UT/BEAVER
 JO0429  COUNTRY     -  US
 JO0429  USGS QUAD   -  PINE VALLEY HARDPAN SOUTH (2017)
 JO0429
 JO0429                         *CURRENT SURVEY CONTROL
 JO0429  ______________________________________________________________________
 JO0429* NAD 83(1986) POSITION- 38 32 11.     (N) 113 41 30.     (W)   SCALED
 JO0429* NAVD 88 ORTHO HEIGHT -  1588.217 (meters)     5210.68  (feet) ADJUSTED
 JO0429  ______________________________________________________________________
 JO0429  GEOID HEIGHT    -        -21.347 (meters)                     GEOID18
 JO0429  DYNAMIC HEIGHT  -       1586.526 (meters)     5205.13  (feet) COMP
 JO0429  MODELED GRAVITY -    979,508.4   (mgal)                       NAVD 88
 JO0429
 JO0429  VERT ORDER      -  FIRST     CLASS II
 JO0429
 JO0429.The horizontal coordinates were scaled from a map and have
 JO0429.an estimated accuracy of +/- 6 seconds.
 JO0429
 JO0429.The orthometric height was determined by differential leveling and
 JO0429.adjusted by the NATIONAL GEODETIC SURVEY
 JO0429.in June 1991.
 JO0429
 JO0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0429.GEOID18 height accuracy estimate available here.
 JO0429
 JO0429.Click photographs - Photos may exist for this station.
 JO0429
 JO0429.The dynamic height is computed by dividing the NAVD 88
 JO0429.geopotential number by the normal gravity value computed on the
 JO0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0429.degrees latitude (g = 980.6199 gals.).
 JO0429
 JO0429.The modeled gravity was interpolated from observed gravity values.
 JO0429
 JO0429;                    North         East    Units  Estimated Accuracy
 JO0429;SPC UT S     - 3,209,760.      308,920.      MT  (+/- 180 meters Scaled)
 JO0429
 JO0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH653687(NAD 83)
 JO0429
 JO0429                          SUPERSEDED SURVEY CONTROL
 JO0429
 JO0429.No superseded survey control is available for this station.
 JO0429
 JO0429_MARKER: DB = BENCH MARK DISK
 JO0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0429_STAMPING: 48 HJH 5207 1958
 JO0429_MARK LOGO: USGS
 JO0429_PROJECTION: PROJECTING 20 CENTIMETERS
 JO0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0429+STABILITY: SURFACE MOTION
 JO0429
 JO0429  HISTORY     - Date     Condition        Report By
 JO0429  HISTORY     - 1958     MONUMENTED       USGS
 JO0429  HISTORY     - 1984     GOOD             NGS
 JO0429
 JO0429                          STATION DESCRIPTION
 JO0429
 JO0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0429'65.4 KM (40.8 MI) WEST FROM MILFORD.
 JO0429'65.4 KM (40.85 MI) WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 JO0429'STATE HIGHWAY 257 AT MILFORD, 1.9 KM (1.2 MI) NORTHWEST OF THE T
 JO0429'JUNCTION OF A DIRT ROAD LEADING SOUTHWEST TO LUND, 0.4 KM (0.25 MI)
 JO0429'SOUTHEAST OF MILEPOST 36, 26.5 METERS (87 FT) NORTHEAST OF THE HIGHWAY
 JO0429'CENTERLINE, 76.8 METERS (252 FT) NORTHWEST OF THE WEST CORNER OF A
 JO0429'SMALL RANCH HOUSE, 39.0 METERS (128 FT) WEST OF THE CENTER OF A DIRT
 JO0429'ROAD AND 18.0 METERS (59 FT) EAST OF THE NORTHEAST END OF A 24-INCH
 JO0429'CORRUGATED METAL PIPE CULVERT.
 JO0429'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 JO0429'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0370 ***********************************************************************
 KO0370  DESIGNATION -  4813
 KO0370  PID         -  KO0370
 KO0370  STATE/COUNTY-  UT/JUAB
 KO0370  COUNTRY     -  US
 KO0370  USGS QUAD   -  INDIAN FARM CREEK (2017)
 KO0370
 KO0370                         *CURRENT SURVEY CONTROL
 KO0370  ______________________________________________________________________
 KO0370* NAD 83(1986) POSITION- 39 50 01.     (N) 113 46 20.     (W)   SCALED
 KO0370* NAVD 88 ORTHO HEIGHT -  1468.890 (meters)     4819.18  (feet) ADJUSTED
 KO0370  ______________________________________________________________________
 KO0370  GEOID HEIGHT    -        -19.345 (meters)                     GEOID18
 KO0370  DYNAMIC HEIGHT  -       1467.563 (meters)     4814.83  (feet) COMP
 KO0370  MODELED GRAVITY -    979,672.2   (mgal)                       NAVD 88
 KO0370
 KO0370  VERT ORDER      -  SECOND    CLASS 0
 KO0370
 KO0370.The horizontal coordinates were scaled from a map and have
 KO0370.an estimated accuracy of +/- 6 seconds.
 KO0370
 KO0370.The orthometric height was determined by differential leveling and
 KO0370.adjusted by the NATIONAL GEODETIC SURVEY
 KO0370.in June 1991.
 KO0370
 KO0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0370.GEOID18 height accuracy estimate available here.
 KO0370
 KO0370.Click photographs - Photos may exist for this station.
 KO0370
 KO0370.The dynamic height is computed by dividing the NAVD 88
 KO0370.geopotential number by the normal gravity value computed on the
 KO0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0370.degrees latitude (g = 980.6199 gals.).
 KO0370
 KO0370.The modeled gravity was interpolated from observed gravity values.
 KO0370
 KO0370;                    North         East    Units  Estimated Accuracy
 KO0370;SPC UT C     - 2,169,030.      305,540.      MT  (+/- 180 meters Scaled)
 KO0370
 KO0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK627129(NAD 83)
 KO0370
 KO0370                          SUPERSEDED SURVEY CONTROL
 KO0370
 KO0370  NGVD 29 (??/??/92) 1467.816  (m)         4815.66   (f) ADJ UNCH    2 0
 KO0370
 KO0370.Superseded values are not recommended for survey control.
 KO0370
 KO0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0370.See file dsdata.pdf to determine how the superseded data were derived.
 KO0370
 KO0370_MARKER: DD = SURVEY DISK
 KO0370_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0370_STAMPING: 4813
 KO0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0370
 KO0370  HISTORY     - Date     Condition        Report By
 KO0370  HISTORY     - 1908     MONUMENTED       USGS
 KO0370  HISTORY     - 1934     GOOD             CGS
 KO0370
 KO0370                          STATION DESCRIPTION
 KO0370
 KO0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0370'5.9 MI S FROM CALLAO.
 KO0370'5.9 MILES SOUTH ALONG THE ROAD LEADING TO TROUT CREEK FROM THE ROAD
 KO0370'JUNCTION WEST OF CALLAO, 385 FEET NORTHEAST OF A SMALL ABANDONED
 KO0370'CONCRETE HOUSE, AND 40 FEET OF THE ROAD.  RIVETED ON THE TOP OF A 3
 KO0370'1/2 INCH IRON PIPE SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0364 ***********************************************************************
 KO0364  DESIGNATION -  4820
 KO0364  PID         -  KO0364
 KO0364  STATE/COUNTY-  UT/JUAB
 KO0364  COUNTRY     -  US
 KO0364  USGS QUAD   -  TROUT CREEK (2017)
 KO0364
 KO0364                         *CURRENT SURVEY CONTROL
 KO0364  ______________________________________________________________________
 KO0364* NAD 83(1986) POSITION- 39 43 59.     (N) 113 48 22.     (W)   SCALED
 KO0364* NAVD 88 ORTHO HEIGHT -  1471.287 (meters)     4827.05  (feet) ADJUSTED
 KO0364  ______________________________________________________________________
 KO0364  GEOID HEIGHT    -        -19.469 (meters)                     GEOID18
 KO0364  DYNAMIC HEIGHT  -       1469.937 (meters)     4822.62  (feet) COMP
 KO0364  MODELED GRAVITY -    979,657.8   (mgal)                       NAVD 88
 KO0364
 KO0364  VERT ORDER      -  SECOND    CLASS 0
 KO0364
 KO0364.The horizontal coordinates were scaled from a map and have
 KO0364.an estimated accuracy of +/- 6 seconds.
 KO0364
 KO0364.The orthometric height was determined by differential leveling and
 KO0364.adjusted by the NATIONAL GEODETIC SURVEY
 KO0364.in June 1991.
 KO0364
 KO0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0364.GEOID18 height accuracy estimate available here.
 KO0364
 KO0364.Click photographs - Photos may exist for this station.
 KO0364
 KO0364.The dynamic height is computed by dividing the NAVD 88
 KO0364.geopotential number by the normal gravity value computed on the
 KO0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0364.degrees latitude (g = 980.6199 gals.).
 KO0364
 KO0364.The modeled gravity was interpolated from observed gravity values.
 KO0364
 KO0364;                    North         East    Units  Estimated Accuracy
 KO0364;SPC UT C     - 2,157,940.      302,350.      MT  (+/- 180 meters Scaled)
 KO0364
 KO0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK595018(NAD 83)
 KO0364
 KO0364                          SUPERSEDED SURVEY CONTROL
 KO0364
 KO0364  NGVD 29 (??/??/92) 1470.200  (m)         4823.48   (f) ADJ UNCH    2 0
 KO0364
 KO0364.Superseded values are not recommended for survey control.
 KO0364
 KO0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0364.See file dsdata.pdf to determine how the superseded data were derived.
 KO0364
 KO0364_MARKER: DD = SURVEY DISK
 KO0364_SETTING: 80 = SET IN A BOULDER
 KO0364_STAMPING: 4820
 KO0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0364+STABILITY: SURFACE MOTION
 KO0364
 KO0364  HISTORY     - Date     Condition        Report By
 KO0364  HISTORY     - 1908     MONUMENTED       USGS
 KO0364  HISTORY     - 1934     GOOD             CGS
 KO0364
 KO0364                          STATION DESCRIPTION
 KO0364
 KO0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0364'3.5 MI N FROM TROUT CREEK.
 KO0364'3.5 MILES NORTH ALONG THE ROAD LEADING TO CALLAO FROM THE OLD POST
 KO0364'OFFICE AT TROUT CREEK, 10 FEET EAST OF THE ROAD, AND IN THE TOP OF A
 KO0364'BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0048 ***********************************************************************
 JO0048  DESIGNATION -  4822
 JO0048  PID         -  JO0048
 JO0048  STATE/COUNTY-  UT/MILLARD
 JO0048  COUNTRY     -  US
 JO0048  USGS QUAD   -  KANOSH (2017)
 JO0048
 JO0048                         *CURRENT SURVEY CONTROL
 JO0048  ______________________________________________________________________
 JO0048* NAD 83(1986) POSITION- 38 51 40.     (N) 112 25 10.     (W)   SCALED
 JO0048* NAVD 88 ORTHO HEIGHT -  1470.589 (meters)     4824.76  (feet) ADJUSTED
 JO0048  ______________________________________________________________________
 JO0048  GEOID HEIGHT    -        -19.128 (meters)                     GEOID18
 JO0048  DYNAMIC HEIGHT  -       1469.157 (meters)     4820.06  (feet) COMP
 JO0048  MODELED GRAVITY -    979,602.7   (mgal)                       NAVD 88
 JO0048
 JO0048  VERT ORDER      -  SECOND    CLASS 0
 JO0048
 JO0048.The horizontal coordinates were scaled from a map and have
 JO0048.an estimated accuracy of +/- 6 seconds.
 JO0048
 JO0048.The orthometric height was determined by differential leveling and
 JO0048.adjusted by the NATIONAL GEODETIC SURVEY
 JO0048.in June 1991.
 JO0048
 JO0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0048.GEOID18 height accuracy estimate available here.
 JO0048
 JO0048.Click photographs - Photos may exist for this station.
 JO0048
 JO0048.The dynamic height is computed by dividing the NAVD 88
 JO0048.geopotential number by the normal gravity value computed on the
 JO0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0048.degrees latitude (g = 980.6199 gals.).
 JO0048
 JO0048.The modeled gravity was interpolated from observed gravity values.
 JO0048
 JO0048;                    North         East    Units  Estimated Accuracy
 JO0048;SPC UT C     - 2,059,010.      420,190.      MT  (+/- 180 meters Scaled)
 JO0048
 JO0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ768023(NAD 83)
 JO0048
 JO0048                          SUPERSEDED SURVEY CONTROL
 JO0048
 JO0048  NGVD 29 (??/??/92) 1469.512  (m)         4821.22   (f) ADJ UNCH    2 0
 JO0048
 JO0048.Superseded values are not recommended for survey control.
 JO0048
 JO0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0048.See file dsdata.pdf to determine how the superseded data were derived.
 JO0048
 JO0048_MARKER: Q = CHISELED SQUARE
 JO0048_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0048_SP_SET: CULVERT HEADWALL
 JO0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0048+STABILITY: SURFACE MOTION
 JO0048
 JO0048  HISTORY     - Date     Condition        Report By
 JO0048  HISTORY     - UNK      MONUMENTED       USGS
 JO0048  HISTORY     - 1934     GOOD             CGS
 JO0048
 JO0048                          STATION DESCRIPTION
 JO0048
 JO0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0048'1.8 MI S FROM MEADOW.
 JO0048'ABOUT 1.8 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE AT
 JO0048'MEADOW, MILLARD COUNTY, AT THE EAST EDGE OF THE HIGHWAY, AT A CONCRETE
 JO0048'CULVERT, ON THE CENTER OF THE TOP OF A HEAD WALL, AND AT A FENCE
 JO0048'CORNER.  A CHISELED SQUARE, MARKED U.S.B.M. 4822.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0024 ***********************************************************************
 KN0024  DESIGNATION -  4824
 KN0024  PID         -  KN0024
 KN0024  STATE/COUNTY-  UT/EMERY
 KN0024  COUNTRY     -  US
 KN0024  USGS QUAD   -  CLIFF (2017)
 KN0024
 KN0024                         *CURRENT SURVEY CONTROL
 KN0024  ______________________________________________________________________
 KN0024* NAD 83(1986) POSITION- 39 11 16.     (N) 110 20 39.     (W)   SCALED
 KN0024* NAVD 88 ORTHO HEIGHT -  1472.058 (meters)     4829.58  (feet) ADJUSTED
 KN0024  ______________________________________________________________________
 KN0024  GEOID HEIGHT    -        -19.153 (meters)                     GEOID18
 KN0024  DYNAMIC HEIGHT  -       1470.610 (meters)     4824.83  (feet) COMP
 KN0024  MODELED GRAVITY -    979,593.4   (mgal)                       NAVD 88
 KN0024
 KN0024  VERT ORDER      -  FIRST     CLASS II
 KN0024
 KN0024.The horizontal coordinates were scaled from a map and have
 KN0024.an estimated accuracy of +/- 6 seconds.
 KN0024
 KN0024.The orthometric height was determined by differential leveling and
 KN0024.adjusted by the NATIONAL GEODETIC SURVEY
 KN0024.in June 1991.
 KN0024
 KN0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0024.GEOID18 height accuracy estimate available here.
 KN0024
 KN0024.Click photographs - Photos may exist for this station.
 KN0024
 KN0024.The dynamic height is computed by dividing the NAVD 88
 KN0024.geopotential number by the normal gravity value computed on the
 KN0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0024.degrees latitude (g = 980.6199 gals.).
 KN0024
 KN0024.The modeled gravity was interpolated from observed gravity values.
 KN0024
 KN0024;                    North         East    Units  Estimated Accuracy
 KN0024;SPC UT C     - 2,095,510.      599,850.      MT  (+/- 180 meters Scaled)
 KN0024
 KN0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ566378(NAD 83)
 KN0024
 KN0024                          SUPERSEDED SURVEY CONTROL
 KN0024
 KN0024  NGVD 29 (??/??/92) 1471.034  (m)         4826.22   (f) ADJ UNCH    1 2
 KN0024
 KN0024.Superseded values are not recommended for survey control.
 KN0024
 KN0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0024.See file dsdata.pdf to determine how the superseded data were derived.
 KN0024
 KN0024_MARKER: P = PIPE CAP
 KN0024_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KN0024_STAMPING: 4824 1910 49
 KN0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0024
 KN0024  HISTORY     - Date     Condition        Report By
 KN0024  HISTORY     - 1910     MONUMENTED       USGS
 KN0024  HISTORY     - 1934     MARK NOT FOUND   CGS
 KN0024
 KN0024                          STATION DESCRIPTION
 KN0024
 KN0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0024'6 MI SE FROM WOODSIDE.
 KN0024'6.0 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0024'FROM WOODSIDE, EMERY COUNTY, AT CLIFF SIDING, BEHIND A TELEPHONE
 KN0024'BOOTH, 6 FEET SOUTH OF A TELEPHONE POLE, AND AT THE EAST EDGE OF THE
 KN0024'RIGHT-OF-WAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 KN0024'4824 1910 49 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE. NOTE--
 KN0024'A DRAINAGE CANAL HAS BEEN DUG ALONG THE RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0047 ***********************************************************************
 JO0047  DESIGNATION -  4837
 JO0047  PID         -  JO0047
 JO0047  STATE/COUNTY-  UT/MILLARD
 JO0047  COUNTRY     -  US
 JO0047  USGS QUAD   -  KANOSH (2017)
 JO0047
 JO0047                         *CURRENT SURVEY CONTROL
 JO0047  ______________________________________________________________________
 JO0047* NAD 83(1986) POSITION- 38 50 52.     (N) 112 25 27.     (W)   SCALED
 JO0047* NAVD 88 ORTHO HEIGHT -  1474.995 (meters)     4839.21  (feet) ADJUSTED
 JO0047  ______________________________________________________________________
 JO0047  GEOID HEIGHT    -        -19.141 (meters)                     GEOID18
 JO0047  DYNAMIC HEIGHT  -       1473.556 (meters)     4834.49  (feet) COMP
 JO0047  MODELED GRAVITY -    979,600.9   (mgal)                       NAVD 88
 JO0047
 JO0047  VERT ORDER      -  SECOND    CLASS 0
 JO0047
 JO0047.The horizontal coordinates were scaled from a map and have
 JO0047.an estimated accuracy of +/- 6 seconds.
 JO0047
 JO0047.The orthometric height was determined by differential leveling and
 JO0047.adjusted by the NATIONAL GEODETIC SURVEY
 JO0047.in June 1991.
 JO0047
 JO0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0047.GEOID18 height accuracy estimate available here.
 JO0047
 JO0047.Click photographs - Photos may exist for this station.
 JO0047
 JO0047.The dynamic height is computed by dividing the NAVD 88
 JO0047.geopotential number by the normal gravity value computed on the
 JO0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0047.degrees latitude (g = 980.6199 gals.).
 JO0047
 JO0047.The modeled gravity was interpolated from observed gravity values.
 JO0047
 JO0047;                    North         East    Units  Estimated Accuracy
 JO0047;SPC UT C     - 2,057,530.      419,770.      MT  (+/- 180 meters Scaled)
 JO0047
 JO0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ764008(NAD 83)
 JO0047
 JO0047                          SUPERSEDED SURVEY CONTROL
 JO0047
 JO0047  NGVD 29 (??/??/92) 1473.917  (m)         4835.68   (f) ADJ UNCH    2 0
 JO0047
 JO0047.Superseded values are not recommended for survey control.
 JO0047
 JO0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0047.See file dsdata.pdf to determine how the superseded data were derived.
 JO0047
 JO0047_MARKER: Q = CHISELED SQUARE
 JO0047_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0047_SP_SET: CULVERT HEADWALL
 JO0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0047+STABILITY: SURFACE MOTION
 JO0047
 JO0047  HISTORY     - Date     Condition        Report By
 JO0047  HISTORY     - UNK      MONUMENTED       USGS
 JO0047  HISTORY     - 1934     GOOD             CGS
 JO0047
 JO0047                          STATION DESCRIPTION
 JO0047
 JO0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0047'2.7 MI S FROM MEADOW.
 JO0047'ABOUT 2.7 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE AT
 JO0047'MEADOW, MILLARD COUNTY, AT THE EAST EDGE OF THE HIGHWAY, AT A CONCRETE
 JO0047'CULVERT, ON THE CENTER OF THE TOP OF A HEAD WALL, AND AT A FENCE
 JO0047'CORNER.  A CHISELED SQUARE, MARKED U.S.B.M. 4837.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DO6510 ***********************************************************************
 DO6510  DESIGNATION -  4840.1 US
 DO6510  PID         -  DO6510
 DO6510  STATE/COUNTY-  UT/KANE
 DO6510  COUNTRY     -  US
 DO6510  USGS QUAD   -  KANAB (2017)
 DO6510
 DO6510                         *CURRENT SURVEY CONTROL
 DO6510  ______________________________________________________________________
 DO6510* NAD 83(1986) POSITION- 37 00 34.1    (N) 112 31 37.8    (W)   HD_HELD2
 DO6510* NAVD 88 ORTHO HEIGHT -  1476.081 (meters)     4842.78  (feet) ADJUSTED
 DO6510  ______________________________________________________________________
 DO6510  GEOID HEIGHT    -        -22.114 (meters)                     GEOID18
 DO6510  DYNAMIC HEIGHT  -       1474.415 (meters)     4837.31  (feet) COMP
 DO6510  MODELED GRAVITY -    979,450.2   (mgal)                       NAVD 88
 DO6510
 DO6510  VERT ORDER      -  SECOND    CLASS II
 DO6510
 DO6510.The horizontal coordinates were established by autonomous hand held GPS
 DO6510.observations and have an estimated accuracy of +/- 10 meters.
 DO6510
 DO6510.The orthometric height was determined by differential leveling and
 DO6510.adjusted by the NATIONAL GEODETIC SURVEY
 DO6510.in April 2014.
 DO6510
 DO6510.No vertical observational check was made to the station.
 DO6510
 DO6510.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6510.GEOID18 height accuracy estimate available here.
 DO6510
 DO6510.Click photographs - Photos may exist for this station.
 DO6510
 DO6510.The dynamic height is computed by dividing the NAVD 88
 DO6510.geopotential number by the normal gravity value computed on the
 DO6510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6510.degrees latitude (g = 980.6199 gals.).
 DO6510
 DO6510.The modeled gravity was interpolated from observed gravity values.
 DO6510
 DO6510;                    North         East    Units  Estimated Accuracy
 DO6510;SPC UT S     - 3,038,548.      408,580.      MT  (+/- 10 meters HH2 GPS)
 DO6510
 DO6510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6413197013(NAD 83)
 DO6510
 DO6510                          SUPERSEDED SURVEY CONTROL
 DO6510
 DO6510.No superseded survey control is available for this station.
 DO6510
 DO6510_MARKER: Q = CHISELED SQUARE
 DO6510_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO6510_SP_SET: CULVERT HEADWALL
 DO6510_MARK LOGO: NONE
 DO6510_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO6510+STABILITY: SURFACE MOTION
 DO6510
 DO6510  HISTORY     - Date     Condition        Report By
 DO6510  HISTORY     - 19340130 MONUMENTED       USGS
 DO6510  HISTORY     - 19340203 GOOD             USGS
 DO6510
 DO6510                          STATION DESCRIPTION
 DO6510
 DO6510'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (EEH)
 DO6510'TO REACH FROM THE KANAB COURTHOUSE TRAVEL 3 MI (4.8 KM) SOUTH ALONG US
 DO6510'HIGHWAY 89.
 DO6510'
 DO6510'THE MARK IS ON THE WEST EDGE OF THE HIGHWAY.
 DO6510'
 DO6510'THE MARK IS A CHISELED SQUARE SET IN THE CENTER HEADWALL OF A CONCRETE
 DO6510'CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DO6509 ***********************************************************************
 DO6509  DESIGNATION -  4848.6 US
 DO6509  PID         -  DO6509
 DO6509  STATE/COUNTY-  UT/KANE
 DO6509  COUNTRY     -  US
 DO6509  USGS QUAD   -  KANAB (2017)
 DO6509
 DO6509                         *CURRENT SURVEY CONTROL
 DO6509  ______________________________________________________________________
 DO6509* NAD 83(1986) POSITION- 37 00 45.6    (N) 112 31 30.2    (W)   HD_HELD2
 DO6509* NAVD 88 ORTHO HEIGHT -  1478.681 (meters)     4851.31  (feet) ADJUSTED
 DO6509  ______________________________________________________________________
 DO6509  GEOID HEIGHT    -        -22.109 (meters)                     GEOID18
 DO6509  DYNAMIC HEIGHT  -       1477.010 (meters)     4845.82  (feet) COMP
 DO6509  MODELED GRAVITY -    979,449.3   (mgal)                       NAVD 88
 DO6509
 DO6509  VERT ORDER      -  SECOND    CLASS II
 DO6509
 DO6509.The horizontal coordinates were established by autonomous hand held GPS
 DO6509.observations and have an estimated accuracy of +/- 10 meters.
 DO6509
 DO6509.The orthometric height was determined by differential leveling and
 DO6509.adjusted by the NATIONAL GEODETIC SURVEY
 DO6509.in April 2014.
 DO6509
 DO6509.No vertical observational check was made to the station.
 DO6509
 DO6509.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6509.GEOID18 height accuracy estimate available here.
 DO6509
 DO6509.Click photographs - Photos may exist for this station.
 DO6509
 DO6509.The dynamic height is computed by dividing the NAVD 88
 DO6509.geopotential number by the normal gravity value computed on the
 DO6509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6509.degrees latitude (g = 980.6199 gals.).
 DO6509
 DO6509.The modeled gravity was interpolated from observed gravity values.
 DO6509
 DO6509;                    North         East    Units  Estimated Accuracy
 DO6509;SPC UT S     - 3,038,901.      408,771.      MT  (+/- 10 meters HH2 GPS)
 DO6509
 DO6509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6432497364(NAD 83)
 DO6509
 DO6509                          SUPERSEDED SURVEY CONTROL
 DO6509
 DO6509.No superseded survey control is available for this station.
 DO6509
 DO6509_MARKER: Q = CHISELED SQUARE
 DO6509_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO6509_SP_SET: CULVERT HEADWALL
 DO6509_MARK LOGO: NONE
 DO6509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO6509+STABILITY: SURFACE MOTION
 DO6509
 DO6509  HISTORY     - Date     Condition        Report By
 DO6509  HISTORY     - 19340203 MONUMENTED       USGS
 DO6509  HISTORY     - 20120927 GOOD             USGS
 DO6509
 DO6509                          STATION DESCRIPTION
 DO6509
 DO6509'DESCRIBED BY US GEOLOGICAL SURVEY 2012 (EEH)
 DO6509'TO REACH FROM THE KANAB COURTHOUSE TRAVEL 2.7 MI (4.3 KM) SOUTH ALONG
 DO6509'US HIGHWAY 89.
 DO6509'
 DO6509'THE MARK IS LOCATED ON THE WEST EDGE OF THE HIGHWAY ABOUT 400 FT
 DO6509'(121.9 M) SOUTH OF AN ANGLE IN THE HIGHWAY.
 DO6509'
 DO6509'THE MARK IS A CHISELED SQUARE SET IN THE CENTER HEADWALL OF A CONCRETE
 DO6509'CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0030 ***********************************************************************
 KN0030  DESIGNATION -  4851
 KN0030  PID         -  KN0030
 KN0030  STATE/COUNTY-  UT/EMERY
 KN0030  COUNTRY     -  US
 KN0030  USGS QUAD   -  GRASSY (2017)
 KN0030
 KN0030                         *CURRENT SURVEY CONTROL
 KN0030  ______________________________________________________________________
 KN0030* NAD 83(1986) POSITION- 39 20 20.4    (N) 110 23 07.1    (W)   HD_HELD2
 KN0030* NAVD 88 ORTHO HEIGHT -  1480.438 (meters)     4857.07  (feet) ADJUSTED
 KN0030  ______________________________________________________________________
 KN0030  GEOID HEIGHT    -        -18.526 (meters)                     GEOID18
 KN0030  DYNAMIC HEIGHT  -       1479.003 (meters)     4852.36  (feet) COMP
 KN0030  MODELED GRAVITY -    979,606.7   (mgal)                       NAVD 88
 KN0030
 KN0030  VERT ORDER      -  FIRST     CLASS II
 KN0030
 KN0030.The horizontal coordinates were established by autonomous hand held GPS
 KN0030.observations and have an estimated accuracy of +/- 10 meters.
 KN0030
 KN0030.The orthometric height was determined by differential leveling and
 KN0030.adjusted by the NATIONAL GEODETIC SURVEY
 KN0030.in June 1991.
 KN0030
 KN0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0030.GEOID18 height accuracy estimate available here.
 KN0030
 KN0030.Click photographs - Photos may exist for this station.
 KN0030
 KN0030.The dynamic height is computed by dividing the NAVD 88
 KN0030.geopotential number by the normal gravity value computed on the
 KN0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0030.degrees latitude (g = 980.6199 gals.).
 KN0030
 KN0030.The modeled gravity was interpolated from observed gravity values.
 KN0030
 KN0030;                    North         East    Units  Estimated Accuracy
 KN0030;SPC UT C     - 2,112,247.      596,091.      MT  (+/- 10 meters HH2 GPS)
 KN0030
 KN0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ5297254577(NAD 83)
 KN0030
 KN0030                          SUPERSEDED SURVEY CONTROL
 KN0030
 KN0030  NGVD 29 (??/??/92) 1479.423  (m)         4853.74   (f) ADJ UNCH    1 2
 KN0030
 KN0030.Superseded values are not recommended for survey control.
 KN0030
 KN0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0030.See file dsdata.pdf to determine how the superseded data were derived.
 KN0030
 KN0030_MARKER: P = PIPE CAP
 KN0030_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KN0030_STAMPING: 4851 1910 46
 KN0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0030+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2009
 KN0030
 KN0030  HISTORY     - Date     Condition        Report By
 KN0030  HISTORY     - 1910     MONUMENTED       USGS
 KN0030  HISTORY     - 1934     GOOD             CGS
 KN0030  HISTORY     - 20091107 GOOD             GEOCAC
 KN0030
 KN0030                          STATION DESCRIPTION
 KN0030
 KN0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0030'6.0 MI NW FROM WOODSIDE.
 KN0030'6.0 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0030'FROM WOODSIDE, EMERY COUNTY, AT GRASSY SIDING, 0.2 MILE SOUTH OF
 KN0030'MILEPOST 587, 8 FEET SOUTH OF A TELEPHONE POLE, AT THE EAST EDGE OF
 KN0030'THE RIGHT-OF-WAY, AND BEHIND THE FOUNDATION OF A DISMANTLED TELEPHONE
 KN0030'BOOTH.  A UNITED STATES AND CANADA BOUNDARY SURVEY STANDARD CAP,
 KN0030'STAMPED 4851 1910 46 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 KN0030'NOTE-- THIS TYPE OF CAP HAD APPARENTLY BEEN USED INSTEAD OF A
 KN0030'STANDARD U.S.G.S. CAP.
 KN0030
 KN0030                          STATION RECOVERY (2009)
 KN0030
 KN0030'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 KN0030'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0457 ***********************************************************************
 LO0457  DESIGNATION -  4858
 LO0457  PID         -  LO0457
 LO0457  STATE/COUNTY-  UT/UTAH
 LO0457  COUNTRY     -  US
 LO0457  USGS QUAD   -  SPANISH FORK PEAK (2017)
 LO0457
 LO0457                         *CURRENT SURVEY CONTROL
 LO0457  ______________________________________________________________________
 LO0457* NAD 83(1986) POSITION- 40 03 22.     (N) 111 33 43.     (W)   SCALED
 LO0457* NAVD 88 ORTHO HEIGHT -  1482.147 (meters)     4862.68  (feet) ADJUSTED
 LO0457  ______________________________________________________________________
 LO0457  GEOID HEIGHT    -        -16.784 (meters)                     GEOID18
 LO0457  DYNAMIC HEIGHT  -       1480.795 (meters)     4858.24  (feet) COMP
 LO0457  MODELED GRAVITY -    979,662.5   (mgal)                       NAVD 88
 LO0457
 LO0457  VERT ORDER      -  FIRST     CLASS II
 LO0457
 LO0457.The horizontal coordinates were scaled from a map and have
 LO0457.an estimated accuracy of +/- 6 seconds.
 LO0457
 LO0457.The orthometric height was determined by differential leveling and
 LO0457.adjusted by the NATIONAL GEODETIC SURVEY
 LO0457.in June 1991.
 LO0457
 LO0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0457.GEOID18 height accuracy estimate available here.
 LO0457
 LO0457.Click photographs - Photos may exist for this station.
 LO0457
 LO0457.The dynamic height is computed by dividing the NAVD 88
 LO0457.geopotential number by the normal gravity value computed on the
 LO0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0457.degrees latitude (g = 980.6199 gals.).
 LO0457
 LO0457.The modeled gravity was interpolated from observed gravity values.
 LO0457
 LO0457;                    North         East    Units  Estimated Accuracy
 LO0457;SPC UT C     - 2,191,260.      494,720.      MT  (+/- 180 meters Scaled)
 LO0457
 LO0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK520341(NAD 83)
 LO0457
 LO0457                          SUPERSEDED SURVEY CONTROL
 LO0457
 LO0457  NGVD 29 (??/??/92) 1481.094  (m)         4859.22   (f) ADJ UNCH    1 2
 LO0457
 LO0457.Superseded values are not recommended for survey control.
 LO0457
 LO0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0457.See file dsdata.pdf to determine how the superseded data were derived.
 LO0457
 LO0457_MARKER: DB = BENCH MARK DISK
 LO0457_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 LO0457_SP_SET: DAM
 LO0457_STAMPING: 4858 1910 17
 LO0457_MARK LOGO: USGS
 LO0457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0457+STABILITY: POSITION/ELEVATION WELL
 LO0457
 LO0457  HISTORY     - Date     Condition        Report By
 LO0457  HISTORY     - 1910     MONUMENTED       USGS
 LO0457  HISTORY     - 1934     GOOD             CGS
 LO0457  HISTORY     - 19900409 GOOD             USGS
 LO0457
 LO0457                          STATION DESCRIPTION
 LO0457
 LO0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0457'6.2 MI N FROM THISTLE.
 LO0457'ABOUT 6-1/4 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN
 LO0457'RAILROAD FROM THISTLE, UTAH COUNTY, AND AT THE EAST END OF THE
 LO0457'RECLAMATION SERVICE DIVERSION DAM FOR THE STRAWBERRY VALLEY PROJECT. A
 LO0457'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4858 1910 17.
 LO0457
 LO0457                          STATION RECOVERY (1990)
 LO0457
 LO0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SDC)
 LO0457'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0455 ***********************************************************************
 MR0455  DESIGNATION -  4863
 MR0455  PID         -  MR0455
 MR0455  STATE/COUNTY-  UT/CACHE
 MR0455  COUNTRY     -  US
 MR0455  USGS QUAD   -  LOGAN (2017)
 MR0455
 MR0455                         *CURRENT SURVEY CONTROL
 MR0455  ______________________________________________________________________
 MR0455* NAD 83(1986) POSITION- 41 44 36.     (N) 111 45 43.     (W)   SCALED
 MR0455* NAVD 88 ORTHO HEIGHT -  1483.78  (+/-2cm)     4868.0   (feet) VERTCON3
 MR0455  ______________________________________________________________________
 MR0455  GEOID HEIGHT    -        -15.140 (meters)                     GEOID18
 MR0455  VERT ORDER      -  ? (See Below)
 MR0455
 MR0455.The horizontal coordinates were scaled from a map and have
 MR0455.an estimated accuracy of +/- 6 seconds.
 MR0455
 MR0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0455
 MR0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0455.GEOID18 height accuracy estimate available here.
 MR0455
 MR0455.The vertical order pertains to the NGVD 29 superseded value.
 MR0455
 MR0455.Click photographs - Photos may exist for this station.
 MR0455
 MR0455;                    North         East    Units  Estimated Accuracy
 MR0455;SPC UT N     - 1,156,620.      478,210.      MT  (+/- 180 meters Scaled)
 MR0455
 MR0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM366215(NAD 83)
 MR0455
 MR0455                          SUPERSEDED SURVEY CONTROL
 MR0455
 MR0455  NGVD 29 (??/??/92) 1482.667  (m)         4864.38   (f) ADJ UNCH       
 MR0455
 MR0455.Superseded values are not recommended for survey control.
 MR0455
 MR0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0455.See file dsdata.pdf to determine how the superseded data were derived.
 MR0455
 MR0455_MARKER: DD = SURVEY DISK
 MR0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0455_SP_SET: FLUME
 MR0455_STAMPING: 3 4863
 MR0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0455
 MR0455  HISTORY     - Date     Condition        Report By
 MR0455  HISTORY     - UNK      MONUMENTED       BPR
 MR0455  HISTORY     - 1934     GOOD             CGS
 MR0455
 MR0455                          STATION DESCRIPTION
 MR0455
 MR0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0455'4.4 MI E FROM LOGAN.
 MR0455'ABOUT 4.4 MILES EAST ALONG U.S. HIGHWAY 89 FROM LOGAN, CACHE COUNTY,
 MR0455'AT A CONCRETE UNDERGROUND FLUME CARRYING WATER BENEATH THE HIGHWAY, IN
 MR0455'THE TOP OF THE EAST HEAD WALL, AND 25 FEET NORTH OF THE CENTER LINE OF
 MR0455'THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 MR0455'STAMPED 3 4863.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0595 ***********************************************************************
 LO0595  DESIGNATION -  4870.8 STREAM GAGE
 LO0595  PID         -  LO0595
 LO0595  STATE/COUNTY-  UT/SALT LAKE
 LO0595  COUNTRY     -  US
 LO0595  USGS QUAD   -  SUGAR HOUSE (2017)
 LO0595
 LO0595                         *CURRENT SURVEY CONTROL
 LO0595  ______________________________________________________________________
 LO0595* NAD 83(1986) POSITION- 40 42 46.     (N) 111 47 12.     (W)   SCALED
 LO0595* NAVD 88 ORTHO HEIGHT -  1485.634 (meters)     4874.12  (feet) POSTED
 LO0595  ______________________________________________________________________
 LO0595  GEOID HEIGHT    -        -16.250 (meters)                     GEOID18
 LO0595  DYNAMIC HEIGHT  -       1484.40  (meters)     4870.1   (feet) COMP
 LO0595  MODELED GRAVITY -    979,745.2   (mgal)                       NAVD 88
 LO0595
 LO0595  VERT ORDER      -  * POSTED, SEE BELOW
 LO0595
 LO0595.The horizontal coordinates were scaled from a map and have
 LO0595.an estimated accuracy of +/- 6 seconds.
 LO0595
 LO0595.The orthometric height was determined by differential leveling
 LO0595.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LO0595
 LO0595.* This is a POSTED BENCH MARK height.
 LO0595
 LO0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0595.GEOID18 height accuracy estimate available here.
 LO0595
 LO0595.Click photographs - Photos may exist for this station.
 LO0595
 LO0595.The dynamic height is computed by dividing the NAVD 88
 LO0595.geopotential number by the normal gravity value computed on the
 LO0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0595.degrees latitude (g = 980.6199 gals.).
 LO0595
 LO0595.The modeled gravity was interpolated from observed gravity values.
 LO0595
 LO0595;                    North         East    Units  Estimated Accuracy
 LO0595;SPC UT C     - 2,264,210.      475,780.      MT  (+/- 180 meters Scaled)
 LO0595
 LO0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL335071(NAD 83)
 LO0595
 LO0595                          SUPERSEDED SURVEY CONTROL
 LO0595
 LO0595  NGVD 29 (??/??/92) 1484.610  (m)         4870.76   (f) ADJ UNCH    2 0
 LO0595
 LO0595.Superseded values are not recommended for survey control.
 LO0595
 LO0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0595.See file dsdata.pdf to determine how the superseded data were derived.
 LO0595
 LO0595_MARKER: X = CHISELED CROSS
 LO0595_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0595_SP_SET: RETAINING WALL
 LO0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0595
 LO0595  HISTORY     - Date     Condition        Report By
 LO0595  HISTORY     - UNK      MONUMENTED       CGS
 LO0595  HISTORY     - 1934     GOOD             CGS
 LO0595
 LO0595                          STATION DESCRIPTION
 LO0595
 LO0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0595'4.1 MI SE FROM SUGAR HOUSE.
 LO0595'4.1 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 LO0595'FROM THE STATION AT SUGAR HOUSE, SALT LAKE CITY, SALT LAKE COUNTY, 200
 LO0595'FEET SOUTHEAST OF U.S. HIGHWAY 40, 75 FEET SOUTHEAST OF THE TRACK, ON
 LO0595'THE SOUTHEAST SIDE OF THE STREAM OPPOSITE THE GAGING STATION, AND ON
 LO0595'THE TOP OF THE SOUTH RETAINING WALL OF A CONCRETE SPILLWAY. A CHISELED
 LO0595'CROSS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KP0046 ***********************************************************************
 KP0046  DESIGNATION -  4889
 KP0046  PID         -  KP0046
 KP0046  STATE/COUNTY-  UT/MILLARD
 KP0046  COUNTRY     -  US
 KP0046  USGS QUAD   -  LITTLE HORSE CANYON (2018)
 KP0046
 KP0046                         *CURRENT SURVEY CONTROL
 KP0046  ______________________________________________________________________
 KP0046* NAD 83(1986) POSITION- 39 16 33.     (N) 114 00 32.     (W)   SCALED
 KP0046* NAVD 88 ORTHO HEIGHT -  1492.306 (meters)     4896.01  (feet) ADJUSTED
 KP0046  ______________________________________________________________________
 KP0046  GEOID HEIGHT    -        -20.117 (meters)                     GEOID18
 KP0046  DYNAMIC HEIGHT  -       1490.862 (meters)     4891.27  (feet) COMP
 KP0046  MODELED GRAVITY -    979,608.0   (mgal)                       NAVD 88
 KP0046
 KP0046  VERT ORDER      -  SECOND    CLASS 0
 KP0046
 KP0046.The horizontal coordinates were scaled from a map and have
 KP0046.an estimated accuracy of +/- 6 seconds.
 KP0046
 KP0046.The orthometric height was determined by differential leveling and
 KP0046.adjusted by the NATIONAL GEODETIC SURVEY
 KP0046.in June 1991.
 KP0046
 KP0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 KP0046.GEOID18 height accuracy estimate available here.
 KP0046
 KP0046.Click photographs - Photos may exist for this station.
 KP0046
 KP0046.The dynamic height is computed by dividing the NAVD 88
 KP0046.geopotential number by the normal gravity value computed on the
 KP0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0046.degrees latitude (g = 980.6199 gals.).
 KP0046
 KP0046.The modeled gravity was interpolated from observed gravity values.
 KP0046
 KP0046;                    North         East    Units  Estimated Accuracy
 KP0046;SPC UT C     - 2,107,670.      283,550.      MT  (+/- 180 meters Scaled)
 KP0046
 KP0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD580516(NAD 83)
 KP0046
 KP0046                          SUPERSEDED SURVEY CONTROL
 KP0046
 KP0046  NGVD 29 (??/??/92) 1491.198  (m)         4892.37   (f) ADJ UNCH    2 0
 KP0046
 KP0046.Superseded values are not recommended for survey control.
 KP0046
 KP0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0046.See file dsdata.pdf to determine how the superseded data were derived.
 KP0046
 KP0046_MARKER: DD = SURVEY DISK
 KP0046_SETTING: 66 = SET IN ROCK OUTCROP
 KP0046_STAMPING: 4889
 KP0046_MARK LOGO: USGS
 KP0046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0046+STABILITY: POSITION/ELEVATION WELL
 KP0046
 KP0046  HISTORY     - Date     Condition        Report By
 KP0046  HISTORY     - UNK      MONUMENTED       USGS
 KP0046  HISTORY     - 1934     GOOD             CGS
 KP0046
 KP0046                          STATION DESCRIPTION
 KP0046
 KP0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0046'3.8 MI N FROM ROBINSON RANCH.
 KP0046'3.8 MILES NORTH ALONG THE ROAD LEADING TO TROUT CREEK FROM ROBINSON
 KP0046'RANCH, 270 FEET SOUTH OF THE CROSSING TO THE SAND DUNES, 20 FEET WEST
 KP0046'OF THE ROAD, AND IN THE TOP OF A MARBLE ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0044 ***********************************************************************
 JO0044  DESIGNATION -  4890
 JO0044  PID         -  JO0044
 JO0044  STATE/COUNTY-  UT/MILLARD
 JO0044  COUNTRY     -  US
 JO0044  USGS QUAD   -  KANOSH (2017)
 JO0044
 JO0044                         *CURRENT SURVEY CONTROL
 JO0044  ______________________________________________________________________
 JO0044* NAD 83(1986) POSITION- 38 49 43.     (N) 112 25 49.     (W)   SCALED
 JO0044* NAVD 88 ORTHO HEIGHT -  1491.262 (meters)     4892.58  (feet) ADJUSTED
 JO0044  ______________________________________________________________________
 JO0044  GEOID HEIGHT    -        -19.153 (meters)                     GEOID18
 JO0044  DYNAMIC HEIGHT  -       1489.802 (meters)     4887.79  (feet) COMP
 JO0044  MODELED GRAVITY -    979,596.5   (mgal)                       NAVD 88
 JO0044
 JO0044  VERT ORDER      -  SECOND    CLASS 0
 JO0044
 JO0044.The horizontal coordinates were scaled from a map and have
 JO0044.an estimated accuracy of +/- 6 seconds.
 JO0044
 JO0044.The orthometric height was determined by differential leveling and
 JO0044.adjusted by the NATIONAL GEODETIC SURVEY
 JO0044.in June 1991.
 JO0044
 JO0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0044.GEOID18 height accuracy estimate available here.
 JO0044
 JO0044.Click photographs - Photos may exist for this station.
 JO0044
 JO0044.The dynamic height is computed by dividing the NAVD 88
 JO0044.geopotential number by the normal gravity value computed on the
 JO0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0044.degrees latitude (g = 980.6199 gals.).
 JO0044
 JO0044.The modeled gravity was interpolated from observed gravity values.
 JO0044
 JO0044;                    North         East    Units  Estimated Accuracy
 JO0044;SPC UT C     - 2,055,410.      419,220.      MT  (+/- 180 meters Scaled)
 JO0044
 JO0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH758987(NAD 83)
 JO0044
 JO0044                          SUPERSEDED SURVEY CONTROL
 JO0044
 JO0044  NGVD 29 (??/??/92) 1490.179  (m)         4889.03   (f) ADJ UNCH    2 0
 JO0044
 JO0044.Superseded values are not recommended for survey control.
 JO0044
 JO0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0044.See file dsdata.pdf to determine how the superseded data were derived.
 JO0044
 JO0044_MARKER: Q = CHISELED SQUARE
 JO0044_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0044_SP_SET: CULVERT HEADWALL
 JO0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0044+STABILITY: SURFACE MOTION
 JO0044
 JO0044  HISTORY     - Date     Condition        Report By
 JO0044  HISTORY     - UNK      MONUMENTED       USGS
 JO0044  HISTORY     - 1934     GOOD             CGS
 JO0044
 JO0044                          STATION DESCRIPTION
 JO0044
 JO0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0044'2.0 MI N FROM KANOSH.
 JO0044'ABOUT 2.0 MILES NORTH ALONG U.S. HIGHWAY 91 FROM KANOSH, MILLARD
 JO0044'COUNTY, AT THE EAST EDGE OF THE HIGHWAY, AT A CONCRETE CULVERT, AND ON
 JO0044'THE CENTER OF THE TOP OF THE EAST HEAD WALL.  A CHISELED SQUARE,
 JO0044'MARKED U.S.B.M. 4890.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0284 ***********************************************************************
 JM0284  DESIGNATION -  4898
 JM0284  PID         -  JM0284
 JM0284  STATE/COUNTY-  UT/GRAND
 JM0284  COUNTRY     -  US
 JM0284  USGS QUAD   -  CRESCENT JUNCTION (2017)
 JM0284
 JM0284                         *CURRENT SURVEY CONTROL
 JM0284  ______________________________________________________________________
 JM0284* NAD 83(1986) POSITION- 38 56 47.10   (N) 109 48 53.31   (W)   HD_HELD1
 JM0284* NAVD 88 ORTHO HEIGHT -  1494.521 (meters)     4903.27  (feet) ADJUSTED
 JM0284  ______________________________________________________________________
 JM0284  GEOID HEIGHT    -        -20.154 (meters)                     GEOID18
 JM0284  DYNAMIC HEIGHT  -       1492.986 (meters)     4898.24  (feet) COMP
 JM0284  MODELED GRAVITY -    979,549.9   (mgal)                       NAVD 88
 JM0284
 JM0284  VERT ORDER      -  FIRST     CLASS II
 JM0284
 JM0284.The horizontal coordinates were determined by differentially corrected
 JM0284.hand held GPS observations or other comparable positioning techniques
 JM0284.and have an estimated accuracy of +/- 3 meters.
 JM0284
 JM0284.The orthometric height was determined by differential leveling and
 JM0284.adjusted by the NATIONAL GEODETIC SURVEY
 JM0284.in June 1991.
 JM0284
 JM0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0284.GEOID18 height accuracy estimate available here.
 JM0284
 JM0284.Click photographs - Photos may exist for this station.
 JM0284
 JM0284.The dynamic height is computed by dividing the NAVD 88
 JM0284.geopotential number by the normal gravity value computed on the
 JM0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0284.degrees latitude (g = 980.6199 gals.).
 JM0284
 JM0284.The modeled gravity was interpolated from observed gravity values.
 JM0284
 JM0284;                    North         East    Units  Estimated Accuracy
 JM0284;SPC UT C     - 2,069,441.9     646,086.1     MT  (+/- 3 meters HH1 GPS) 
 JM0284
 JM0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ0270611498(NAD 83)
 JM0284
 JM0284                          SUPERSEDED SURVEY CONTROL
 JM0284
 JM0284  NGVD 29 (??/??/92) 1493.452  (m)         4899.77   (f) ADJ UNCH    1 2
 JM0284
 JM0284.Superseded values are not recommended for survey control.
 JM0284
 JM0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0284.See file dsdata.pdf to determine how the superseded data were derived.
 JM0284
 JM0284_MARKER: P = PIPE CAP
 JM0284_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0284_STAMPING: 4898 1910 61
 JM0284_MARK LOGO: USGS
 JM0284_MAGNETIC: P = MARKER IS A STEEL PIPE
 JM0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0284+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2019
 JM0284
 JM0284  HISTORY     - Date     Condition        Report By
 JM0284  HISTORY     - 1910     MONUMENTED       USGS
 JM0284  HISTORY     - 1954     GOOD             CGS
 JM0284  HISTORY     - 20091107 GOOD             GEOCAC
 JM0284  HISTORY     - 20100508 GOOD             GEOCAC
 JM0284  HISTORY     - 20190923 GOOD             NGSTM
 JM0284
 JM0284                          STATION DESCRIPTION
 JM0284
 JM0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JM0284'6.0 MI W FROM THOMPSON.
 JM0284'6.0 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JM0284'THOMPSON, GRAND COUNTY, AT BRENDEL SIDING, ABOUT 1000 FEET WEST OF A
 JM0284'WATER TANK, 60 FEET WEST OF MILEPOST 534, AND AT THE NORTH EDGE OF THE
 JM0284'RIGHT-OF-WAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 JM0284'4898 1910 61 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 JM0284
 JM0284                          STATION RECOVERY (2009)
 JM0284
 JM0284'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0284'MARK IS NOW 73.8 FEET WEST OF RR MILE POST 534 AND SIX FEET WSW OF THE
 JM0284'NEAR BOLT ON A NEW RR CROSSING SIGNAL BASE.
 JM0284
 JM0284                          STATION RECOVERY (2010)
 JM0284
 JM0284'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 JM0284'4898 IS ELEVATION, 1910 IS YEAR PLACED AND 61 IS BENCHMARK NUMBER.
 JM0284
 JM0284                          STATION RECOVERY (2019)
 JM0284
 JM0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (DW)
 JM0284'THE STATION IS AT CRESCENT JUNCTION, UT, ABOUT 300 M (984.2 FT)
 JM0284'NORTHEAST OF STORE, AT THE CROSSING OF BRENDER ROAD = RAILROAD ROAD
 JM0284'WITH UNION PACIFIC RAILROAD TRACKS (FORMERLY D+RGW).  IT IS ABOUT 4 M
 JM0284'(13.1 FT) NORTH ALONG ROAD FROM NORTHWEST RAIL OF SIDING, WHICH IS
 JM0284'NORTHWEST OF TWO MAIN LINES AND ABOUT 8 M (26.2 FT) WEST OF CENTER OF
 JM0284'ROAD.  TO GAH, 4898 IS ELEVATION AND DESIGNATION, WHILE 61 IS AN
 JM0284'INCIDENTAL NUMBER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0603 ***********************************************************************
 JO0603  DESIGNATION -  49 DOR
 JO0603  PID         -  JO0603
 JO0603  STATE/COUNTY-  UT/IRON
 JO0603  COUNTRY     -  US
 JO0603  USGS QUAD   -  LUND (2017)
 JO0603
 JO0603                         *CURRENT SURVEY CONTROL
 JO0603  ______________________________________________________________________
 JO0603* NAD 83(1986) POSITION- 38 00 22.     (N) 113 27 32.     (W)   SCALED
 JO0603* NAVD 88 ORTHO HEIGHT -  1552.052 (meters)     5092.02  (feet) POSTED
 JO0603  ______________________________________________________________________
 JO0603  GEOID HEIGHT    -        -22.318 (meters)                     GEOID18
 JO0603  DYNAMIC HEIGHT  -       1550.35  (meters)     5086.4   (feet) COMP
 JO0603  MODELED GRAVITY -    979,477.6   (mgal)                       NAVD 88
 JO0603
 JO0603  VERT ORDER      -  * POSTED, SEE BELOW
 JO0603
 JO0603.The horizontal coordinates were scaled from a map and have
 JO0603.an estimated accuracy of +/- 6 seconds.
 JO0603
 JO0603.The orthometric height was determined by differential leveling
 JO0603.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0603
 JO0603.* This is a POSTED BENCH MARK height.
 JO0603
 JO0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0603.GEOID18 height accuracy estimate available here.
 JO0603
 JO0603.Click photographs - Photos may exist for this station.
 JO0603
 JO0603.The dynamic height is computed by dividing the NAVD 88
 JO0603.geopotential number by the normal gravity value computed on the
 JO0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0603.degrees latitude (g = 980.6199 gals.).
 JO0603
 JO0603.The modeled gravity was interpolated from observed gravity values.
 JO0603
 JO0603;                    North         East    Units  Estimated Accuracy
 JO0603;SPC UT S     - 3,150,460.      327,980.      MT  (+/- 180 meters Scaled)
 JO0603
 JO0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH841093(NAD 83)
 JO0603
 JO0603                          SUPERSEDED SURVEY CONTROL
 JO0603
 JO0603  NGVD 29 (??/??/92) 1550.96   (m)         5088.4    (f) COMPUTED    2 0
 JO0603
 JO0603.Superseded values are not recommended for survey control.
 JO0603
 JO0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0603.See file dsdata.pdf to determine how the superseded data were derived.
 JO0603
 JO0603_MARKER: DB = BENCH MARK DISK
 JO0603_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0603_STAMPING: 49 DOR 1971 5088
 JO0603_MARK LOGO: USGS
 JO0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0603
 JO0603  HISTORY     - Date     Condition        Report By
 JO0603  HISTORY     - 1971     MONUMENTED       USGS
 JO0603
 JO0603                          STATION DESCRIPTION
 JO0603
 JO0603'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 JO0603'2.1 KM (1.30 MI) WEST FROM LUND.
 JO0603'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0603'AND PINE VALLEY ROAD, PROCEED WEST 1.3 MILES ALONG PINE VALLEY ROAD
 JO0603'TO THE JUNCTION OF BLUE MOUNTAIN ROAD, 67 FEET SOUTH OF THE CENTER OF
 JO0603'PINE VALLEY ROAD, 6 FEET WEST OF THE PROJECTED CENTER OF THE ROAD
 JO0603'NORTH.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN
 JO0603'A PIPE PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0403 ***********************************************************************
 KM0403  DESIGNATION -  49 FMK
 KM0403  PID         -  KM0403
 KM0403  STATE/COUNTY-  UT/GRAND
 KM0403  COUNTRY     -  US
 KM0403  USGS QUAD   -  HARLEY DOME (2017)
 KM0403
 KM0403                         *CURRENT SURVEY CONTROL
 KM0403  ______________________________________________________________________
 KM0403* NAD 83(1986) POSITION- 39 14 16.     (N) 109 12 06.     (W)   SCALED
 KM0403* NAVD 88 ORTHO HEIGHT -  1536.822 (meters)     5042.06  (feet) POSTED
 KM0403  ______________________________________________________________________
 KM0403  GEOID HEIGHT    -        -17.967 (meters)                     GEOID18
 KM0403  DYNAMIC HEIGHT  -       1535.32  (meters)     5037.1   (feet) COMP
 KM0403  MODELED GRAVITY -    979,597.6   (mgal)                       NAVD 88
 KM0403
 KM0403  VERT ORDER      -  * POSTED, SEE BELOW
 KM0403
 KM0403.The horizontal coordinates were scaled from a map and have
 KM0403.an estimated accuracy of +/- 6 seconds.
 KM0403
 KM0403.The orthometric height was determined by differential leveling
 KM0403.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0403
 KM0403.* This is a POSTED BENCH MARK height.
 KM0403
 KM0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0403.GEOID18 height accuracy estimate available here.
 KM0403
 KM0403.Click photographs - Photos may exist for this station.
 KM0403
 KM0403.The dynamic height is computed by dividing the NAVD 88
 KM0403.geopotential number by the normal gravity value computed on the
 KM0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0403.degrees latitude (g = 980.6199 gals.).
 KM0403
 KM0403.The modeled gravity was interpolated from observed gravity values.
 KM0403
 KM0403;                    North         East    Units  Estimated Accuracy
 KM0403;SPC UT C     - 2,102,960.      698,400.      MT  (+/- 180 meters Scaled)
 KM0403
 KM0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ552447(NAD 83)
 KM0403
 KM0403                          SUPERSEDED SURVEY CONTROL
 KM0403
 KM0403.No superseded survey control is available for this station.
 KM0403
 KM0403_MARKER: DD = SURVEY DISK
 KM0403_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0403_STAMPING: 49 FMK 1969 5039
 KM0403_MARK LOGO: USGS
 KM0403_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0403+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 KM0403
 KM0403  HISTORY     - Date     Condition        Report By
 KM0403  HISTORY     - 1969     MONUMENTED       USGS
 KM0403  HISTORY     - 20051206 GOOD             GEOCAC
 KM0403
 KM0403                          STATION DESCRIPTION
 KM0403
 KM0403'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0403'FROM MACK, COLORADO, PROCEED 15.6 MILES NORTHWEST ALONG U. S.
 KM0403'HIGHWAYS 6 AND 50, THENCE 5.6 MILES NORTHWEST ALONG COUNTY DIRT ROAD
 KM0403'TO THE TOP OF A GRADE, 75 FEET SOUTH AND 75 FEET EAST OF THE
 KM0403'CENTERLINE OF AN INTERSECTION OF A T-ROAD, WITNESS POST SET NEAR
 KM0403'BENCH MARK, SET ON 15 FEET OF COPPER COATED STEEL ROD ENCASED IN A
 KM0403'6-INCH CONCRETE PIPE WHICH IS FLUSH WITH THE GROUND.
 KM0403
 KM0403                          STATION RECOVERY (2005)
 KM0403
 KM0403'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0403'COUNTY ROAD IS NOW PAVED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0456 ***********************************************************************
 MR0456  DESIGNATION -  4917.9
 MR0456  PID         -  MR0456
 MR0456  STATE/COUNTY-  UT/CACHE
 MR0456  COUNTRY     -  US
 MR0456  USGS QUAD   -  LOGAN (2017)
 MR0456
 MR0456                         *CURRENT SURVEY CONTROL
 MR0456  ______________________________________________________________________
 MR0456* NAD 83(1986) POSITION- 41 44 42.     (N) 111 45 10.     (W)   SCALED
 MR0456* NAVD 88 ORTHO HEIGHT -  1500.193 (meters)     4921.88  (feet) ADJUSTED
 MR0456  ______________________________________________________________________
 MR0456  GEOID HEIGHT    -        -15.105 (meters)                     GEOID18
 MR0456  DYNAMIC HEIGHT  -       1499.048 (meters)     4918.13  (feet) COMP
 MR0456  MODELED GRAVITY -    979,807.7   (mgal)                       NAVD 88
 MR0456
 MR0456  VERT ORDER      -  SECOND    CLASS 0
 MR0456
 MR0456.The horizontal coordinates were scaled from a map and have
 MR0456.an estimated accuracy of +/- 6 seconds.
 MR0456
 MR0456.The orthometric height was determined by differential leveling and
 MR0456.adjusted by the NATIONAL GEODETIC SURVEY
 MR0456.in June 1991.
 MR0456
 MR0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0456.GEOID18 height accuracy estimate available here.
 MR0456
 MR0456.Click photographs - Photos may exist for this station.
 MR0456
 MR0456.The dynamic height is computed by dividing the NAVD 88
 MR0456.geopotential number by the normal gravity value computed on the
 MR0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0456.degrees latitude (g = 980.6199 gals.).
 MR0456
 MR0456.The modeled gravity was interpolated from observed gravity values.
 MR0456
 MR0456;                    North         East    Units  Estimated Accuracy
 MR0456;SPC UT N     - 1,156,800.      478,970.      MT  (+/- 180 meters Scaled)
 MR0456
 MR0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM374217(NAD 83)
 MR0456
 MR0456                          SUPERSEDED SURVEY CONTROL
 MR0456
 MR0456  NGVD 29 (??/??/92) 1499.082  (m)         4918.24   (f) ADJ UNCH    2 0
 MR0456
 MR0456.Superseded values are not recommended for survey control.
 MR0456
 MR0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0456.See file dsdata.pdf to determine how the superseded data were derived.
 MR0456
 MR0456_MARKER: DD = SURVEY DISK
 MR0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0456_SP_SET: FLUME
 MR0456_STAMPING: 4 4917.9
 MR0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0456
 MR0456  HISTORY     - Date     Condition        Report By
 MR0456  HISTORY     - UNK      MONUMENTED       BPR
 MR0456  HISTORY     - 1934     GOOD             CGS
 MR0456
 MR0456                          STATION DESCRIPTION
 MR0456
 MR0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0456'4.6 MI E FROM LOGAN.
 MR0456'ABOUT 4.6 MILES EAST ALONG U.S. HIGHWAY 89 FROM LOGAN, CACHE COUNTY,
 MR0456'AT A CONCRETE HIGHWAY CULVERT OVER A FLUME, IN THE TOP OF THE NORTH
 MR0456'HEAD WALL, AND 12 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A
 MR0456'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 4 4917.9.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0456 ***********************************************************************
 LO0456  DESIGNATION -  4918
 LO0456  PID         -  LO0456
 LO0456  STATE/COUNTY-  UT/UTAH
 LO0456  COUNTRY     -  US
 LO0456  USGS QUAD   -  SPANISH FORK PEAK (2017)
 LO0456
 LO0456                         *CURRENT SURVEY CONTROL
 LO0456  ______________________________________________________________________
 LO0456* NAD 83(1986) POSITION- 40 02 13.     (N) 111 31 47.     (W)   SCALED
 LO0456* NAVD 88 ORTHO HEIGHT -  1499.017 (meters)     4918.02  (feet) ADJUSTED
 LO0456  ______________________________________________________________________
 LO0456  GEOID HEIGHT    -        -16.732 (meters)                     GEOID18
 LO0456  DYNAMIC HEIGHT  -       1497.643 (meters)     4913.52  (feet) COMP
 LO0456  MODELED GRAVITY -    979,657.6   (mgal)                       NAVD 88
 LO0456
 LO0456  VERT ORDER      -  FIRST     CLASS II
 LO0456
 LO0456.The horizontal coordinates were scaled from a map and have
 LO0456.an estimated accuracy of +/- 6 seconds.
 LO0456
 LO0456.The orthometric height was determined by differential leveling and
 LO0456.adjusted by the NATIONAL GEODETIC SURVEY
 LO0456.in June 1991.
 LO0456
 LO0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0456.GEOID18 height accuracy estimate available here.
 LO0456
 LO0456.Click photographs - Photos may exist for this station.
 LO0456
 LO0456.The dynamic height is computed by dividing the NAVD 88
 LO0456.geopotential number by the normal gravity value computed on the
 LO0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0456.degrees latitude (g = 980.6199 gals.).
 LO0456
 LO0456.The modeled gravity was interpolated from observed gravity values.
 LO0456
 LO0456;                    North         East    Units  Estimated Accuracy
 LO0456;SPC UT C     - 2,189,130.      497,460.      MT  (+/- 180 meters Scaled)
 LO0456
 LO0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK548319(NAD 83)
 LO0456
 LO0456                          SUPERSEDED SURVEY CONTROL
 LO0456
 LO0456  NGVD 29 (??/??/92) 1497.955  (m)         4914.54   (f) ADJ UNCH    1 2
 LO0456
 LO0456.Superseded values are not recommended for survey control.
 LO0456
 LO0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0456.See file dsdata.pdf to determine how the superseded data were derived.
 LO0456
 LO0456_MARKER: DB = BENCH MARK DISK
 LO0456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0456_SP_SET: BUILDING
 LO0456_STAMPING: 4913 1910 18
 LO0456_MARK LOGO: USGS
 LO0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0456
 LO0456  HISTORY     - Date     Condition        Report By
 LO0456  HISTORY     - 1910     MONUMENTED       USGS
 LO0456  HISTORY     - 1934     GOOD             CGS
 LO0456
 LO0456                          STATION DESCRIPTION
 LO0456
 LO0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0456'4 MI N FROM THISTLE.
 LO0456'4.0 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 LO0456'THISTLE, UTAH COUNTY, AT CASTILLA SPRINGS, IN THE WALL AT THE EAST
 LO0456'SIDE OF THE MAIN ENTRANCE TO AN ABANDONED HOTEL, AND ABOUT 4 FEET
 LO0456'ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 LO0456'STAMPED 4913 1910 18 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0053 ***********************************************************************
 JO0053  DESIGNATION -  4918
 JO0053  PID         -  JO0053
 JO0053  STATE/COUNTY-  UT/MILLARD
 JO0053  COUNTRY     -  US
 JO0053  USGS QUAD   -  MEADOW (2017)
 JO0053
 JO0053                         *CURRENT SURVEY CONTROL
 JO0053  ______________________________________________________________________
 JO0053* NAD 83(1986) POSITION- 38 54 51.     (N) 112 23 15.     (W)   SCALED
 JO0053* NAVD 88 ORTHO HEIGHT -  1499.849 (meters)     4920.75  (feet) ADJUSTED
 JO0053  ______________________________________________________________________
 JO0053  GEOID HEIGHT    -        -19.007 (meters)                     GEOID18
 JO0053  DYNAMIC HEIGHT  -       1498.388 (meters)     4915.96  (feet) COMP
 JO0053  MODELED GRAVITY -    979,600.8   (mgal)                       NAVD 88
 JO0053
 JO0053  VERT ORDER      -  SECOND    CLASS 0
 JO0053
 JO0053.The horizontal coordinates were scaled from a map and have
 JO0053.an estimated accuracy of +/- 6 seconds.
 JO0053
 JO0053.The orthometric height was determined by differential leveling and
 JO0053.adjusted by the NATIONAL GEODETIC SURVEY
 JO0053.in June 1991.
 JO0053
 JO0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0053.GEOID18 height accuracy estimate available here.
 JO0053
 JO0053.Click photographs - Photos may exist for this station.
 JO0053
 JO0053.The dynamic height is computed by dividing the NAVD 88
 JO0053.geopotential number by the normal gravity value computed on the
 JO0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0053.degrees latitude (g = 980.6199 gals.).
 JO0053
 JO0053.The modeled gravity was interpolated from observed gravity values.
 JO0053
 JO0053;                    North         East    Units  Estimated Accuracy
 JO0053;SPC UT C     - 2,064,870.      423,030.      MT  (+/- 180 meters Scaled)
 JO0053
 JO0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ797081(NAD 83)
 JO0053
 JO0053                          SUPERSEDED SURVEY CONTROL
 JO0053
 JO0053  NGVD 29 (??/??/92) 1498.758  (m)         4917.18   (f) ADJ UNCH    2 0
 JO0053
 JO0053.Superseded values are not recommended for survey control.
 JO0053
 JO0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0053.See file dsdata.pdf to determine how the superseded data were derived.
 JO0053
 JO0053_MARKER: Q = CHISELED SQUARE
 JO0053_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0053_SP_SET: CULVERT HEADWALL
 JO0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0053+STABILITY: SURFACE MOTION
 JO0053
 JO0053  HISTORY     - Date     Condition        Report By
 JO0053  HISTORY     - UNK      MONUMENTED       USGS
 JO0053  HISTORY     - 1934     GOOD             CGS
 JO0053
 JO0053                          STATION DESCRIPTION
 JO0053
 JO0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0053'2.4 MI NE FROM MEADOW.
 JO0053'ABOUT 2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE
 JO0053'AT MEADOW, MILLARD COUNTY, AT THE SOUTHEAST EDGE OF THE HIGHWAY, AT A
 JO0053'CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF A HEAD WALL.  A
 JO0053'CHISELED SQUARE, MARKED U.S.B.M. 4918.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0054 ***********************************************************************
 JO0054  DESIGNATION -  4934
 JO0054  PID         -  JO0054
 JO0054  STATE/COUNTY-  UT/MILLARD
 JO0054  COUNTRY     -  US
 JO0054  USGS QUAD   -  FILLMORE (2017)
 JO0054
 JO0054                         *CURRENT SURVEY CONTROL
 JO0054  ______________________________________________________________________
 JO0054* NAD 83(1986) POSITION- 38 55 39.     (N) 112 22 17.     (W)   SCALED
 JO0054* NAVD 88 ORTHO HEIGHT -  1504.578 (meters)     4936.27  (feet) ADJUSTED
 JO0054  ______________________________________________________________________
 JO0054  GEOID HEIGHT    -        -18.942 (meters)                     GEOID18
 JO0054  DYNAMIC HEIGHT  -       1503.108 (meters)     4931.45  (feet) COMP
 JO0054  MODELED GRAVITY -    979,598.5   (mgal)                       NAVD 88
 JO0054
 JO0054  VERT ORDER      -  SECOND    CLASS 0
 JO0054
 JO0054.The horizontal coordinates were scaled from a map and have
 JO0054.an estimated accuracy of +/- 6 seconds.
 JO0054
 JO0054.The orthometric height was determined by differential leveling and
 JO0054.adjusted by the NATIONAL GEODETIC SURVEY
 JO0054.in June 1991.
 JO0054
 JO0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0054.GEOID18 height accuracy estimate available here.
 JO0054
 JO0054.Click photographs - Photos may exist for this station.
 JO0054
 JO0054.The dynamic height is computed by dividing the NAVD 88
 JO0054.geopotential number by the normal gravity value computed on the
 JO0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0054.degrees latitude (g = 980.6199 gals.).
 JO0054
 JO0054.The modeled gravity was interpolated from observed gravity values.
 JO0054
 JO0054;                    North         East    Units  Estimated Accuracy
 JO0054;SPC UT C     - 2,066,330.      424,440.      MT  (+/- 180 meters Scaled)
 JO0054
 JO0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ811096(NAD 83)
 JO0054
 JO0054                          SUPERSEDED SURVEY CONTROL
 JO0054
 JO0054  NGVD 29 (??/??/92) 1503.482  (m)         4932.67   (f) ADJ UNCH    2 0
 JO0054
 JO0054.Superseded values are not recommended for survey control.
 JO0054
 JO0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0054.See file dsdata.pdf to determine how the superseded data were derived.
 JO0054
 JO0054_MARKER: Q = CHISELED SQUARE
 JO0054_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0054_SP_SET: CULVERT HEADWALL
 JO0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0054+STABILITY: SURFACE MOTION
 JO0054
 JO0054  HISTORY     - Date     Condition        Report By
 JO0054  HISTORY     - UNK      MONUMENTED       USGS
 JO0054  HISTORY     - 1934     GOOD             CGS
 JO0054
 JO0054                          STATION DESCRIPTION
 JO0054
 JO0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0054'3.6 MI NE FROM MEADOW.
 JO0054'ABOUT 3.6 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE
 JO0054'AT MEADOW, MILLARD COUNTY, AT THE SOUTHEAST EDGE OF THE HIGHWAY, AT A
 JO0054'CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF THE EAST HEAD WALL.
 JO0054'A CHISELED SQUARE, MARKED U.S.B.M. 4934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0043 ***********************************************************************
 JO0043  DESIGNATION -  4948
 JO0043  PID         -  JO0043
 JO0043  STATE/COUNTY-  UT/MILLARD
 JO0043  COUNTRY     -  US
 JO0043  USGS QUAD   -  KANOSH (2017)
 JO0043
 JO0043                         *CURRENT SURVEY CONTROL
 JO0043  ______________________________________________________________________
 JO0043* NAD 83(1986) POSITION- 38 48 53.     (N) 112 26 09.     (W)   SCALED
 JO0043* NAVD 88 ORTHO HEIGHT -  1509.084 (meters)     4951.05  (feet) ADJUSTED
 JO0043  ______________________________________________________________________
 JO0043  GEOID HEIGHT    -        -19.165 (meters)                     GEOID18
 JO0043  DYNAMIC HEIGHT  -       1507.600 (meters)     4946.18  (feet) COMP
 JO0043  MODELED GRAVITY -    979,591.8   (mgal)                       NAVD 88
 JO0043
 JO0043  VERT ORDER      -  SECOND    CLASS 0
 JO0043
 JO0043.The horizontal coordinates were scaled from a map and have
 JO0043.an estimated accuracy of +/- 6 seconds.
 JO0043
 JO0043.The orthometric height was determined by differential leveling and
 JO0043.adjusted by the NATIONAL GEODETIC SURVEY
 JO0043.in June 1991.
 JO0043
 JO0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0043.GEOID18 height accuracy estimate available here.
 JO0043
 JO0043.Click photographs - Photos may exist for this station.
 JO0043
 JO0043.The dynamic height is computed by dividing the NAVD 88
 JO0043.geopotential number by the normal gravity value computed on the
 JO0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0043.degrees latitude (g = 980.6199 gals.).
 JO0043
 JO0043.The modeled gravity was interpolated from observed gravity values.
 JO0043
 JO0043;                    North         East    Units  Estimated Accuracy
 JO0043;SPC UT C     - 2,053,870.      418,720.      MT  (+/- 180 meters Scaled)
 JO0043
 JO0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH753971(NAD 83)
 JO0043
 JO0043                          SUPERSEDED SURVEY CONTROL
 JO0043
 JO0043  NGVD 29 (??/??/92) 1507.994  (m)         4947.48   (f) ADJ UNCH    2 0
 JO0043
 JO0043.Superseded values are not recommended for survey control.
 JO0043
 JO0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0043.See file dsdata.pdf to determine how the superseded data were derived.
 JO0043
 JO0043_MARKER: Q = CHISELED SQUARE
 JO0043_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0043_SP_SET: CULVERT HEADWALL
 JO0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0043+STABILITY: SURFACE MOTION
 JO0043
 JO0043  HISTORY     - Date     Condition        Report By
 JO0043  HISTORY     - UNK      MONUMENTED       USGS
 JO0043  HISTORY     - 1934     GOOD             CGS
 JO0043
 JO0043                          STATION DESCRIPTION
 JO0043
 JO0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0043'1.0 MI N FROM KANOSH.
 JO0043'ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 91 FROM KANOSH, MILLARD
 JO0043'COUNTY, AT THE EAST EDGE OF THE HIGHWAY, AT A CONCRETE CULVERT, AND ON
 JO0043'THE CENTER OF THE TOP OF THE EAST HEAD WALL.  A CHISELED SQUARE,
 JO0043'MARKED U.S.B.M. 4948.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0040 ***********************************************************************
 JO0040  DESIGNATION -  4967
 JO0040  PID         -  JO0040
 JO0040  STATE/COUNTY-  UT/MILLARD
 JO0040  COUNTRY     -  US
 JO0040  USGS QUAD   -  KANOSH (2017)
 JO0040
 JO0040                         *CURRENT SURVEY CONTROL
 JO0040  ______________________________________________________________________
 JO0040* NAD 83(1986) POSITION- 38 47 44.     (N) 112 27 23.     (W)   SCALED
 JO0040* NAVD 88 ORTHO HEIGHT -  1514.824 (meters)     4969.89  (feet) ADJUSTED
 JO0040  ______________________________________________________________________
 JO0040  GEOID HEIGHT    -        -19.234 (meters)                     GEOID18
 JO0040  DYNAMIC HEIGHT  -       1513.323 (meters)     4964.96  (feet) COMP
 JO0040  MODELED GRAVITY -    979,583.5   (mgal)                       NAVD 88
 JO0040
 JO0040  VERT ORDER      -  SECOND    CLASS 0
 JO0040
 JO0040.The horizontal coordinates were scaled from a map and have
 JO0040.an estimated accuracy of +/- 6 seconds.
 JO0040
 JO0040.The orthometric height was determined by differential leveling and
 JO0040.adjusted by the NATIONAL GEODETIC SURVEY
 JO0040.in June 1991.
 JO0040
 JO0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0040.GEOID18 height accuracy estimate available here.
 JO0040
 JO0040.Click photographs - Photos may exist for this station.
 JO0040
 JO0040.The dynamic height is computed by dividing the NAVD 88
 JO0040.geopotential number by the normal gravity value computed on the
 JO0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0040.degrees latitude (g = 980.6199 gals.).
 JO0040
 JO0040.The modeled gravity was interpolated from observed gravity values.
 JO0040
 JO0040;                    North         East    Units  Estimated Accuracy
 JO0040;SPC UT C     - 2,051,760.      416,910.      MT  (+/- 180 meters Scaled)
 JO0040
 JO0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH735950(NAD 83)
 JO0040
 JO0040                          SUPERSEDED SURVEY CONTROL
 JO0040
 JO0040  NGVD 29 (??/??/92) 1513.727  (m)         4966.29   (f) ADJ UNCH    2 0
 JO0040
 JO0040.Superseded values are not recommended for survey control.
 JO0040
 JO0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0040.See file dsdata.pdf to determine how the superseded data were derived.
 JO0040
 JO0040_MARKER: Q = CHISELED SQUARE
 JO0040_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0040_SP_SET: CULVERT HEADWALL
 JO0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0040+STABILITY: SURFACE MOTION
 JO0040
 JO0040  HISTORY     - Date     Condition        Report By
 JO0040  HISTORY     - UNK      MONUMENTED       USGS
 JO0040  HISTORY     - 1934     GOOD             CGS
 JO0040
 JO0040                          STATION DESCRIPTION
 JO0040
 JO0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0040'1.3 MI SW FROM KANOSH.
 JO0040'ABOUT 1.3 MILES SOUTHWEST ALONG THE OLD HIGHWAY FROM KANOSH, MILLARD
 JO0040'COUNTY, NEAR A WOODEN GATE, AT A CONCRETE CULVERT, AND ON THE CENTER
 JO0040'OF THE TOP OF THE SOUTH HEAD WALL.  A CHISELED SQUARE, MARKED U.S.B.M.
 JO0040'4967.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0368 ***********************************************************************
 KO0368  DESIGNATION -  4974
 KO0368  PID         -  KO0368
 KO0368  STATE/COUNTY-  UT/JUAB
 KO0368  COUNTRY     -  US
 KO0368  USGS QUAD   -  INDIAN FARM CREEK (2017)
 KO0368
 KO0368                         *CURRENT SURVEY CONTROL
 KO0368  ______________________________________________________________________
 KO0368* NAD 83(1986) POSITION- 39 47 22.     (N) 113 47 42.     (W)   SCALED
 KO0368* NAVD 88 ORTHO HEIGHT -  1518.037 (meters)     4980.43  (feet) ADJUSTED
 KO0368  ______________________________________________________________________
 KO0368  GEOID HEIGHT    -        -19.361 (meters)                     GEOID18
 KO0368  DYNAMIC HEIGHT  -       1516.634 (meters)     4975.82  (feet) COMP
 KO0368  MODELED GRAVITY -    979,649.8   (mgal)                       NAVD 88
 KO0368
 KO0368  VERT ORDER      -  SECOND    CLASS 0
 KO0368
 KO0368.The horizontal coordinates were scaled from a map and have
 KO0368.an estimated accuracy of +/- 6 seconds.
 KO0368
 KO0368.The orthometric height was determined by differential leveling and
 KO0368.adjusted by the NATIONAL GEODETIC SURVEY
 KO0368.in June 1991.
 KO0368
 KO0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0368.GEOID18 height accuracy estimate available here.
 KO0368
 KO0368.Click photographs - Photos may exist for this station.
 KO0368
 KO0368.The dynamic height is computed by dividing the NAVD 88
 KO0368.geopotential number by the normal gravity value computed on the
 KO0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0368.degrees latitude (g = 980.6199 gals.).
 KO0368
 KO0368.The modeled gravity was interpolated from observed gravity values.
 KO0368
 KO0368;                    North         East    Units  Estimated Accuracy
 KO0368;SPC UT C     - 2,164,180.      303,460.      MT  (+/- 180 meters Scaled)
 KO0368
 KO0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK606081(NAD 83)
 KO0368
 KO0368                          SUPERSEDED SURVEY CONTROL
 KO0368
 KO0368  NGVD 29 (??/??/92) 1516.937  (m)         4976.82   (f) ADJ UNCH    2 0
 KO0368
 KO0368.Superseded values are not recommended for survey control.
 KO0368
 KO0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0368.See file dsdata.pdf to determine how the superseded data were derived.
 KO0368
 KO0368_MARKER: DD = SURVEY DISK
 KO0368_SETTING: 80 = SET IN A BOULDER
 KO0368_STAMPING: 4974
 KO0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0368+STABILITY: SURFACE MOTION
 KO0368
 KO0368  HISTORY     - Date     Condition        Report By
 KO0368  HISTORY     - 1908     MONUMENTED       USGS
 KO0368  HISTORY     - 1934     GOOD             CGS
 KO0368
 KO0368                          STATION DESCRIPTION
 KO0368
 KO0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0368'7.7 MI N FROM TROUT CREEK.
 KO0368'7.7 MILES NORTH ALONG THE ROAD LEADING TO CALLAO FROM THE OLD POST
 KO0368'OFFICE AT TROUT CREEK, 900 FEET WEST OF AN OLD DRY LAKE, 300 FEET EAST
 KO0368'OF THE CENTER LINE OF THE NEW ROAD, 40 FEET WEST OF THE OLD ROAD, AND
 KO0368'IN THE TOP OF A LARGE GRANITE BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0281 ***********************************************************************
 JO0281  DESIGNATION -  4979
 JO0281  PID         -  JO0281
 JO0281  STATE/COUNTY-  UT/MILLARD
 JO0281  COUNTRY     -  US
 JO0281  USGS QUAD   -  SIXMILE POINT (2017)
 JO0281
 JO0281                         *CURRENT SURVEY CONTROL
 JO0281  ______________________________________________________________________
 JO0281* NAD 83(2011) POSITION- 38 45 28.78146(N) 112 33 33.25852(W)   ADJUSTED
 JO0281* NAD 83(2011) ELLIP HT-  1498.722 (meters)        (06/27/12)   ADJUSTED
 JO0281* NAD 83(2011) EPOCH   -  2010.00
 JO0281* NAVD 88 ORTHO HEIGHT -  1518.342 (meters)     4981.43  (feet) ADJUSTED
 JO0281  ______________________________________________________________________
 JO0281  GEOID HEIGHT    -        -19.622 (meters)                     GEOID18
 JO0281  NAD 83(2011) X  - -1,911,040.784 (meters)                     COMP
 JO0281  NAD 83(2011) Y  - -4,600,202.306 (meters)                     COMP
 JO0281  NAD 83(2011) Z  -  3,972,341.011 (meters)                     COMP
 JO0281  LAPLACE CORR    -          8.63  (seconds)                    DEFLEC18
 JO0281  DYNAMIC HEIGHT  -       1516.820 (meters)     4976.43  (feet) COMP
 JO0281  MODELED GRAVITY -    979,572.4   (mgal)                       NAVD 88
 JO0281
 JO0281  VERT ORDER      -  SECOND    CLASS 0
 JO0281
 JO0281  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JO0281  Standards:
 JO0281         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JO0281            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JO0281  -------------------------------------------------------------------
 JO0281  NETWORK    0.62   1.22           0.28   0.22   0.62      0.05294003
 JO0281  -------------------------------------------------------------------
 JO0281  Click here for local accuracies and other accuracy information.
 JO0281
 JO0281.The horizontal coordinates were established by GPS observations
 JO0281.and adjusted by the National Geodetic Survey in June 2012.
 JO0281
 JO0281.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JO0281.been affixed to the stable North American tectonic plate. See 
 JO0281.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JO0281
 JO0281.The horizontal coordinates are valid at the epoch date displayed above
 JO0281.which is a decimal equivalence of Year/Month/Day.
 JO0281
 JO0281.The orthometric height was determined by differential leveling and
 JO0281.adjusted by the NATIONAL GEODETIC SURVEY
 JO0281.in June 1991.
 JO0281
 JO0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0281.GEOID18 height accuracy estimate available here.
 JO0281
 JO0281.Click photographs - Photos may exist for this station.
 JO0281
 JO0281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JO0281
 JO0281.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0281
 JO0281.The ellipsoidal height was determined by GPS observations
 JO0281.and is referenced to NAD 83.
 JO0281
 JO0281.The dynamic height is computed by dividing the NAVD 88
 JO0281.geopotential number by the normal gravity value computed on the
 JO0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0281.degrees latitude (g = 980.6199 gals.).
 JO0281
 JO0281.The modeled gravity was interpolated from observed gravity values.
 JO0281
 JO0281. The following values were computed from the NAD 83(2011) position.
 JO0281
 JO0281;                    North         East     Units Scale Factor Converg.
 JO0281;SPC UT C     - 2,047,692.681   407,925.581   MT  1.00007387   -0 40 42.7
 JO0281;SPC UT C     - 6,718,138.40  1,338,335.84   sFT  1.00007387   -0 40 42.7
 JO0281;UTM  12      - 4,291,075.794   364,520.427   MT  0.99982602   -0 58 34.6
 JO0281
 JO0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0281!SPC UT C     -   0.99976490  x   1.00007387  =   0.99983876
 JO0281!UTM  12      -   0.99976490  x   0.99982602  =   0.99959097
 JO0281
 JO0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH6452091075(NAD 83)
 JO0281
 JO0281                          SUPERSEDED SURVEY CONTROL
 JO0281
 JO0281  NAD 83(2007)-  38 45 28.78123(N)    112 33 33.25865(W) AD(2002.00) A
 JO0281  ELLIP H (05/07/09) 1498.722  (m)                       GP(2002.00) 3 1
 JO0281  NAD 83(1994)-  38 45 28.78092(N)    112 33 33.25812(W) AD(       ) A
 JO0281  ELLIP H (09/19/06) 1498.724  (m)                       GP(       ) 3 1
 JO0281  NAVD 88            1518.34   (m)         4981.4    (f) LEVELING    3  
 JO0281  NGVD 29 (??/??/92) 1517.235  (m)         4977.80   (f) ADJ UNCH    2 0
 JO0281
 JO0281.Superseded values are not recommended for survey control.
 JO0281
 JO0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0281.See file dsdata.pdf to determine how the superseded data were derived.
 JO0281
 JO0281_MARKER: Q = CHISELED SQUARE
 JO0281_SETTING: 66 = SET IN ROCK OUTCROP
 JO0281_MAGNETIC: N = NO MAGNETIC MATERIAL
 JO0281_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0281+STABILITY: POSITION/ELEVATION WELL
 JO0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0281+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2020
 JO0281
 JO0281  HISTORY     - Date     Condition        Report By
 JO0281  HISTORY     - UNK      MONUMENTED       USGS
 JO0281  HISTORY     - 1934     GOOD             CGS
 JO0281  HISTORY     - 20060725 GOOD             SUNENG
 JO0281  HISTORY     - 20200127 GOOD             INDIV
 JO0281
 JO0281                          STATION DESCRIPTION
 JO0281
 JO0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0281'7.5 MI SW FROM KANOSH.
 JO0281'ABOUT 7.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM KANOSH, MILLARD
 JO0281'COUNTY, AT THE NORTHWEST EDGE OF THE HIGHWAY, NEAR A ROCKY POINT ON A
 JO0281'HILL, AND ON THE TOP OF A ROCK OUTCROP.  A CHISELED SQUARE, MARKED
 JO0281'U.S.B.M. 4979.
 JO0281
 JO0281                          STATION RECOVERY (2006)
 JO0281
 JO0281'RECOVERY NOTE BY SUNRISE ENGINEERING 2006 (BLC)
 JO0281'RECOVERED IN GOOD CONDITION.
 JO0281
 JO0281                          STATION RECOVERY (2020)
 JO0281
 JO0281'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 JO0281'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0389 ***********************************************************************
 LP0389  DESIGNATION -  4S2W 0110
 LP0389  PID         -  LP0389
 LP0389  STATE/COUNTY-  UT/SALT LAKE
 LP0389  COUNTRY     -  US
 LP0389  USGS QUAD   -  COPPERTON (2017)
 LP0389
 LP0389                         *CURRENT SURVEY CONTROL
 LP0389  ______________________________________________________________________
 LP0389* NAD 83(1994) POSITION- 40 30 28.31748(N) 112 00 27.90187(W)   ADJUSTED
 LP0389* NAVD 88 ORTHO HEIGHT -  1463.9   (meters)     4803.    (feet) VERTCON3
 LP0389  ______________________________________________________________________
 LP0389  GEOID HEIGHT    -        -17.310 (meters)                     GEOID18
 LP0389  LAPLACE CORR    -         -3.88  (seconds)                    DEFLEC18
 LP0389  HORZ ORDER      -  SECOND
 LP0389
 LP0389.The horizontal coordinates were established by classical geodetic methods
 LP0389.and adjusted by the National Geodetic Survey in November 1997.
 LP0389
 LP0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0389
 LP0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0389.GEOID18 height accuracy estimate available here.
 LP0389
 LP0389.Click photographs - Photos may exist for this station.
 LP0389
 LP0389.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0389
 LP0389. The following values were computed from the NAD 83(1994) position.
 LP0389
 LP0389;                    North         East     Units Scale Factor Converg.
 LP0389;SPC UT C     - 2,241,542.666   456,965.771   MT  0.99996774   -0 19 30.9
 LP0389;SPC UT C     - 7,354,127.90  1,499,228.53   sFT  0.99996774   -0 19 30.9
 LP0389;UTM  12      - 4,484,615.608   414,618.689   MT  0.99968973   -0 39 16.7
 LP0389
 LP0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0389!SPC UT C     -   0.99977312  x   0.99996774  =   0.99974087
 LP0389!UTM  12      -   0.99977312  x   0.99968973  =   0.99946292
 LP0389
 LP0389:                Primary Azimuth Mark                     Grid Az
 LP0389:SPC UT C     -  AIRWAY BN 60 SW OF RIVERTON              210 51 43.1
 LP0389:UTM  12      -  AIRWAY BN 60 SW OF RIVERTON              211 11 28.9
 LP0389
 LP0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1461884615(NAD 83)
 LP0389
 LP0389|---------------------------------------------------------------------|
 LP0389| PID    Reference Object                     Distance      Geod. Az  |
 LP0389|                                                           dddmmss.s |
 LP0389| CM4152 4S2W 0110 RM 1                                     16101     |
 LP0389| LP0436 AIRWAY BN 60 SW OF RIVERTON         APPROX. 5.3 KM 2103212.2 |
 LP0389| CM4153 4S2W 0110 RM 2                                     34103     |
 LP0389|---------------------------------------------------------------------|
 LP0389
 LP0389                          SUPERSEDED SURVEY CONTROL
 LP0389
 LP0389  NAD 83(1993)-  40 30 28.31724(N)    112 00 27.90023(W) AD(       ) 2
 LP0389  NAD 83(1986)-  40 30 28.30705(N)    112 00 27.89442(W) AD(       ) 2
 LP0389  NAD 27      -  40 30 28.49222(N)    112 00 25.12014(W) AD(       ) 2
 LP0389  NGVD 29 (07/19/86) 1462.9    (m)         4800.     (f) VERT ANG       
 LP0389
 LP0389.Superseded values are not recommended for survey control.
 LP0389
 LP0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0389.See file dsdata.pdf to determine how the superseded data were derived.
 LP0389
 LP0389_MARKER: DD = SURVEY DISK
 LP0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0389_STAMPING: 4S2W 0110 1974
 LP0389_MARK LOGO: UT-035
 LP0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0389+STABILITY: SURFACE MOTION
 LP0389
 LP0389  HISTORY     - Date     Condition        Report By
 LP0389  HISTORY     - 1974     MONUMENTED       UT-035
 LP0389
 LP0389                          STATION DESCRIPTION
 LP0389
 LP0389'DESCRIBED BY SALT LAKE COUNTY UTAH 1974 (RS)
 LP0389'THIS STATION IS ABOUT 4.25 MILES NORTHWEST OF BLUFFDALE, 4.0 MILES
 LP0389'SOUTHWEST OF RIVERTON, AND 1.0 MILE SOUTHEAST OF HERRIMAN.
 LP0389'
 LP0389'TO REACH FROM THE INTERSECTION OF REDWOOD ROAD (STATE HIGHWAY 68)
 LP0389'AND 12600 SOUTH STREET, GO WEST ON 12600 SOUTH STREET FOR 2.1 MILES
 LP0389'TO 3600 WEST STREET.  TURN LEFT ON 3600 WEST STREET AND GO SOUTH
 LP0389'FOR 1.0 MILE TO 13400 SOUTH STREET AND 3600 WEST STREET.  TURN
 LP0389'RIGHT AND GO WEST ON 13400 SOUTH STREET FOR 1.4 MILES TO END OF OIL
 LP0389'ROADWAY.  CONTINUE WEST ON GRAVEL ROAD WAY FOR 0.3 MILE TO
 LP0389'STATION.  STATION IS LOCATED IN THE CENTER OF GRAVEL ROADWAY
 LP0389'13400 SOUTH STREET.
 LP0389'
 LP0389'STATION IS A POURED IN PLACE CONCRETE CYLINDRICAL CONE, WITH A
 LP0389'STANDARD SALT LAKE COUNTY TRIANGLE BRASS DISK SET IN THE TOP.  DISK
 LP0389'IS STAMPED 1974 POT 4S2W 0110.  MARK HAS AN UNDERGROUND STATION
 LP0389'STAMPED THE SAME.
 LP0389'
 LP0389'REFERENCE MARK 1 IS A POURED IN PLACE 4 INCH CONCRETE MARK, WITH A
 LP0389'2 INCH ROUND BRASS DISK STAMPED RM 1, AND AN ARROW POINTING TO
 LP0389'STATION.  RM 1 IS LOCATED ON THE NORTH EDGE OF GRAVEL ROADWAY
 LP0389'(13400 SOUTH STREET).
 LP0389'
 LP0389'REFERENCE MARK 2 IS A POURED IN PLACE 4 INCH CONCRETE MARK, WITH A
 LP0389'2 INCH ROUND BRASS DISK STAMPED RM 2 AND AN ARROW POINTING TO
 LP0389'STATION.  RM 2 IS LOCATED ON THE SOUTH EDGE OF GRAVEL ROADWAY
 LP0389'(13400 SOUTH STREET).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0246 ***********************************************************************
 KO0246  DESIGNATION -  5
 KO0246  PID         -  KO0246
 KO0246  STATE/COUNTY-  UT/MILLARD
 KO0246  COUNTRY     -  US
 KO0246  USGS QUAD   -  DELTA (2017)
 KO0246
 KO0246                         *CURRENT SURVEY CONTROL
 KO0246  ______________________________________________________________________
 KO0246* NAD 83(1986) POSITION- 39 20 41.     (N) 112 36 03.     (W)   SCALED
 KO0246* NAVD 88 ORTHO HEIGHT -  1409.774 (meters)     4625.23  (feet) ADJUSTED
 KO0246  ______________________________________________________________________
 KO0246  GEOID HEIGHT    -        -19.601 (meters)                     GEOID18
 KO0246  DYNAMIC HEIGHT  -       1408.461 (meters)     4620.93  (feet) COMP
 KO0246  MODELED GRAVITY -    979,646.7   (mgal)                       NAVD 88
 KO0246
 KO0246  VERT ORDER      -  SECOND    CLASS 0
 KO0246
 KO0246.The horizontal coordinates were scaled from a map and have
 KO0246.an estimated accuracy of +/- 6 seconds.
 KO0246
 KO0246.The orthometric height was determined by differential leveling and
 KO0246.adjusted by the NATIONAL GEODETIC SURVEY
 KO0246.in June 1991.
 KO0246
 KO0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0246.GEOID18 height accuracy estimate available here.
 KO0246
 KO0246.Click photographs - Photos may exist for this station.
 KO0246
 KO0246.The dynamic height is computed by dividing the NAVD 88
 KO0246.geopotential number by the normal gravity value computed on the
 KO0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0246.degrees latitude (g = 980.6199 gals.).
 KO0246
 KO0246.The modeled gravity was interpolated from observed gravity values.
 KO0246
 KO0246;                    North         East    Units  Estimated Accuracy
 KO0246;SPC UT C     - 2,112,870.      405,110.      MT  (+/- 180 meters Scaled)
 KO0246
 KO0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ620562(NAD 83)
 KO0246
 KO0246                          SUPERSEDED SURVEY CONTROL
 KO0246
 KO0246  NGVD 29 (??/??/92) 1408.649  (m)         4621.54   (f) ADJ UNCH    2 0
 KO0246
 KO0246.Superseded values are not recommended for survey control.
 KO0246
 KO0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0246.See file dsdata.pdf to determine how the superseded data were derived.
 KO0246
 KO0246_MARKER: P = PIPE CAP
 KO0246_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0246
 KO0246  HISTORY     - Date     Condition        Report By
 KO0246  HISTORY     - UNK      MONUMENTED
 KO0246  HISTORY     - 1934     GOOD             CGS
 KO0246  HISTORY     - 1961     MARK NOT FOUND   USGS
 KO0246
 KO0246                          STATION DESCRIPTION
 KO0246
 KO0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0246'1.3 MI SW FROM DELTA.
 KO0246'1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM DELTA, MILLARD COUNTY,
 KO0246'165 FEET SOUTHEAST OF THE CENTER OF A FARM-ROAD INTERSECTION, 150 FEET
 KO0246'SOUTH OF AN IRRIGATION DITCH, 50.2 FEET EAST OF THE CENTER LINE OF THE
 KO0246'HIGHWAY, AND IN LINE WITH A FENCE.  A 2-INCH BRASS CAP RIVETED ON THE
 KO0246'TOP OF AN IRON PIPE SET IN CONCRETE AND PROJECTING 8 INCHES ABOVE
 KO0246'GROUND.
 KO0246
 KO0246                          STATION RECOVERY (1961)
 KO0246
 KO0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KO0246'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0259 ***********************************************************************
 JO0259  DESIGNATION -  5
 JO0259  PID         -  JO0259
 JO0259  STATE/COUNTY-  UT/MILLARD
 JO0259  COUNTRY     -  US
 JO0259  USGS QUAD   -  COVE FORT (2017)
 JO0259
 JO0259                         *CURRENT SURVEY CONTROL
 JO0259  ______________________________________________________________________
 JO0259* NAD 83(1986) POSITION- 38 36 13.     (N) 112 32 29.     (W)   SCALED
 JO0259* NAVD 88 ORTHO HEIGHT -  1928.301 (meters)     6326.43  (feet) ADJUSTED
 JO0259  ______________________________________________________________________
 JO0259  GEOID HEIGHT    -        -19.444 (meters)                     GEOID18
 JO0259  DYNAMIC HEIGHT  -       1926.170 (meters)     6319.44  (feet) COMP
 JO0259  MODELED GRAVITY -    979,454.7   (mgal)                       NAVD 88
 JO0259
 JO0259  VERT ORDER      -  FIRST     CLASS II
 JO0259
 JO0259.The horizontal coordinates were scaled from a map and have
 JO0259.an estimated accuracy of +/- 6 seconds.
 JO0259
 JO0259.The orthometric height was determined by differential leveling and
 JO0259.adjusted by the NATIONAL GEODETIC SURVEY
 JO0259.in June 1991.
 JO0259
 JO0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0259.GEOID18 height accuracy estimate available here.
 JO0259
 JO0259.Click photographs - Photos may exist for this station.
 JO0259
 JO0259.The dynamic height is computed by dividing the NAVD 88
 JO0259.geopotential number by the normal gravity value computed on the
 JO0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0259.degrees latitude (g = 980.6199 gals.).
 JO0259
 JO0259.The modeled gravity was interpolated from observed gravity values.
 JO0259
 JO0259;                    North         East    Units  Estimated Accuracy
 JO0259;SPC UT C     - 2,030,540.      409,280.      MT  (+/- 180 meters Scaled)
 JO0259
 JO0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH657739(NAD 83)
 JO0259
 JO0259                          SUPERSEDED SURVEY CONTROL
 JO0259
 JO0259  NGVD 29 (??/??/92) 1927.05   (m)         6322.3    (f) COMPUTED    1 2
 JO0259
 JO0259.Superseded values are not recommended for survey control.
 JO0259
 JO0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0259.See file dsdata.pdf to determine how the superseded data were derived.
 JO0259
 JO0259_MARKER: DD = SURVEY DISK
 JO0259_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0259_SP_SET: CULVERT HEADWALL
 JO0259_STAMPING: 5 1951
 JO0259_MARK LOGO: BPR
 JO0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0259+STABILITY: SURFACE MOTION
 JO0259
 JO0259  HISTORY     - Date     Condition        Report By
 JO0259  HISTORY     - 1951     MONUMENTED       BPR
 JO0259
 JO0259                          STATION DESCRIPTION
 JO0259
 JO0259'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1951
 JO0259'2.2 MI E FROM COVE FORT.
 JO0259'2.2 MILES EAST ALONG STATE HIGHWAY 13 FROM COVE FORT, MILLARD COUNTY,
 JO0259'AT A CORRUGATED-METAL PIPE CULVERT, IN THE TOP OF THE NORTH CONCRETE
 JO0259'HEADWALL, AND 18 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0794 ***********************************************************************
 LO0794  DESIGNATION -  5 12 A
 LO0794  PID         -  LO0794
 LO0794  STATE/COUNTY-  UT/UTAH
 LO0794  COUNTRY     -  US
 LO0794  USGS QUAD   -  GOSHEN VALLEY NORTH (2017)
 LO0794
 LO0794                         *CURRENT SURVEY CONTROL
 LO0794  ______________________________________________________________________
 LO0794* NAD 83(1994) POSITION- 40 03 23.65415(N) 111 55 01.52124(W)   ADJUSTED
 LO0794* NAVD 88 ORTHO HEIGHT -  1495.    (meters)     4905.    (feet) SCALED
 LO0794  ______________________________________________________________________
 LO0794  GEOID HEIGHT    -        -17.688 (meters)                     GEOID18
 LO0794  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 LO0794  HORZ ORDER      -  THIRD
 LO0794
 LO0794.The horizontal coordinates were established by classical geodetic methods
 LO0794.and adjusted by the National Geodetic Survey in November 1997.
 LO0794
 LO0794.The orthometric height was scaled from a topographic map.
 LO0794
 LO0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0794.GEOID18 height accuracy estimate available here.
 LO0794
 LO0794.Click photographs - Photos may exist for this station.
 LO0794
 LO0794.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0794
 LO0794. The following values were computed from the NAD 83(1994) position.
 LO0794
 LO0794;                    North         East     Units Scale Factor Converg.
 LO0794;SPC UT C     - 2,191,395.036   464,416.015   MT  0.99990628   -0 16 01.8
 LO0794;SPC UT C     - 7,189,601.88  1,523,671.54   sFT  0.99990628   -0 16 01.8
 LO0794;UTM  12      - 4,434,438.904   421,781.596   MT  0.99967532   -0 35 24.8
 LO0794
 LO0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0794!SPC UT C     -   0.99976829  x   0.99990628  =   0.99967459
 LO0794!UTM  12      -   0.99976829  x   0.99967532  =   0.99944369
 LO0794
 LO0794:                Primary Azimuth Mark                     Grid Az
 LO0794:SPC UT C     -  M 27                                     091 13 36.9
 LO0794:UTM  12      -  M 27                                     091 32 59.9
 LO0794
 LO0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2178134438(NAD 83)
 LO0794
 LO0794|---------------------------------------------------------------------|
 LO0794| PID    Reference Object                     Distance      Geod. Az  |
 LO0794|                                                           dddmmss.s |
 LO0794| LO0789 M 27                                APPROX. 7.5 KM 0905735.1 |
 LO0794|---------------------------------------------------------------------|
 LO0794
 LO0794                          SUPERSEDED SURVEY CONTROL
 LO0794
 LO0794  NAD 83(1993)-  40 03 23.65389(N)    111 55 01.52134(W) AD(       ) 3
 LO0794  NAD 83(1986)-  40 03 23.64104(N)    111 55 01.51687(W) AD(       ) 3
 LO0794  NAD 27      -  40 03 23.80073(N)    111 54 58.72551(W) AD(       ) 3
 LO0794
 LO0794.Superseded values are not recommended for survey control.
 LO0794
 LO0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0794.See file dsdata.pdf to determine how the superseded data were derived.
 LO0794
 LO0794_MARKER: U = CONCRETE POST
 LO0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0794_STAMPING: USRS NO JUNE 4 1912
 LO0794_MARK LOGO: BOR
 LO0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0794+STABILITY: SURFACE MOTION
 LO0794
 LO0794  HISTORY     - Date     Condition        Report By
 LO0794  HISTORY     - UNK      MONUMENTED
 LO0794  HISTORY     - 1948     GOOD             USGS
 LO0794
 LO0794                          STATION DESCRIPTION
 LO0794
 LO0794'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 LO0794'LOCATED ON LOW GREASEWOOD-COVERED RIDGE.
 LO0794'
 LO0794'TO REACH FROM ELBERTA, DRIVE N. ON RD. FOR ABOUT 9.0 MI. TO RD. FORKS,
 LO0794'TURN RIGHT E. AND DRIVE TO ABANDONED HOUSE AND CORRAL TURN N. AND
 LO0794'FOLLOW 1.0 MI. TO GATE IN FENCE CORNER, CONTINUE ABOUT 0.4 MI. TO DIM
 LO0794'RD. BEARING NE. FOLLOW ABOUT 1000 FT. STATION IS ABOUT 600 FT. S. ON
 LO0794'SAGE BRUSH RAISED GROUND.
 LO0794'
 LO0794'STATION MARK - USBR TRIANGULATION CONCRETE POST INSCRIBED ---USRS NO
 LO0794'JUNE 4 1912---
 LO0794'
 LO0794'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5544 ***********************************************************************
 DR5544  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5544  DESIGNATION -  5 2 SW 17
 DR5544  PID         -  DR5544
 DR5544  STATE/COUNTY-  UT/WEBER
 DR5544  COUNTRY     -  US
 DR5544  USGS QUAD   -  ROY (2017)
 DR5544
 DR5544                         *CURRENT SURVEY CONTROL
 DR5544  ______________________________________________________________________
 DR5544* NAD 83(2011) POSITION- 41 09 50.20774(N) 112 06 10.27463(W)   ADJUSTED
 DR5544* NAD 83(2011) ELLIP HT-  1277.302 (meters)        (07/08/20)   ADJUSTED
 DR5544* NAD 83(2011) EPOCH   -  2010.00
 DR5544* NAVD 88 ORTHO HEIGHT -  1294.37  (meters)     4246.6   (feet) GPS OBS
 DR5544  ______________________________________________________________________
 DR5544  GEOID HEIGHT    -        -17.050 (meters)                     GEOID18
 DR5544  NAD 83(2011) X  - -1,809,705.670 (meters)                     COMP
 DR5544  NAD 83(2011) Y  - -4,456,130.829 (meters)                     COMP
 DR5544  NAD 83(2011) Z  -  4,176,987.958 (meters)                     COMP
 DR5544  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 DR5544
 DR5544  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5544  Standards:
 DR5544         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5544            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5544  -------------------------------------------------------------------
 DR5544  NETWORK    0.87   1.59           0.40   0.29   0.81      0.00163082
 DR5544  -------------------------------------------------------------------
 DR5544  Click here for local accuracies and other accuracy information.
 DR5544
 DR5544.The horizontal coordinates were established by GPS observations
 DR5544.and adjusted by the National Geodetic Survey in July 2020.
 DR5544
 DR5544.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5544.been affixed to the stable North American tectonic plate. See 
 DR5544.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5544
 DR5544.The horizontal coordinates are valid at the epoch date displayed above
 DR5544.which is a decimal equivalence of Year/Month/Day.
 DR5544
 DR5544.The orthometric height was determined by GPS observations and a
 DR5544.high-resolution geoid model using precise GPS observation and
 DR5544.processing techniques.
 DR5544
 DR5544.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5544.GEOID18 height accuracy estimate available here.
 DR5544
 DR5544.Click photographs - Photos may exist for this station.
 DR5544
 DR5544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5544
 DR5544.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5544
 DR5544.The ellipsoidal height was determined by GPS observations
 DR5544.and is referenced to NAD 83.
 DR5544
 DR5544. The following values were computed from the NAD 83(2011) position.
 DR5544
 DR5544;                    North         East     Units Scale Factor Converg.
 DR5544;SPC UT N     - 1,092,414.652   449,407.183   MT  0.99995798   -0 23 51.0
 DR5544;SPC UT N     - 3,584,030.40  1,474,430.07   sFT  0.99995798   -0 23 51.0
 DR5544;UTM  12      - 4,557,543.099   407,477.718   MT  0.99970535   -0 43 33.5
 DR5544
 DR5544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5544!SPC UT N     -   0.99979969  x   0.99995798  =   0.99975767
 DR5544!UTM  12      -   0.99979969  x   0.99970535  =   0.99950510
 DR5544
 DR5544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0747757543(NAD 83)
 DR5544
 DR5544                          SUPERSEDED SURVEY CONTROL
 DR5544
 DR5544.No superseded survey control is available for this station.
 DR5544
 DR5544_MARKER: DB = BENCH MARK DISK
 DR5544_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR5544_SP_SET: WING WALL
 DR5544_STAMPING: 5 2 SW 18 1954
 DR5544_MARK LOGO: BOR
 DR5544_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR5544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5544
 DR5544  HISTORY     - Date     Condition        Report By
 DR5544  HISTORY     - 1954     MONUMENTED       BOR
 DR5544  HISTORY     - 20150722 GOOD             UT-057
 DR5544
 DR5544                          STATION DESCRIPTION
 DR5544
 DR5544'DESCRIBED BY WEBER COUNTY UTAH 2015 (DJM)
 DR5544'THE STATION IS LOCATED ABOUT 4.6 MI (7.4 KM) WEST OF ROY, 4.2 MI (6.8
 DR5544'KM) WEST OF ROY PARK ADDITION SUBDIVISIO AND 3.1 MI (5.0 KM)
 DR5544'WEST-NORTHWEST OF ROY WEST SUBDIVISION.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5544'STATION IS LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF 5500
 DR5544'WEST AND 5100 SOUTH.
 DR5544'
 DR5544'MARK IS SET IN THE NORTHWEST WING WALL OF A BRIDGE RUNNING OVER A
 DR5544'CANAL CROSSING JUST EAST OF 5100 SOUTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0647 ***********************************************************************
 JO0647  DESIGNATION -  5 DOR
 JO0647  PID         -  JO0647
 JO0647  STATE/COUNTY-  UT/BEAVER
 JO0647  COUNTRY     -  US
 JO0647  USGS QUAD   -  LAMERDORF PEAK NW (2017)
 JO0647
 JO0647                         *CURRENT SURVEY CONTROL
 JO0647  ______________________________________________________________________
 JO0647* NAD 83(1986) POSITION- 38 28 21.     (N) 113 40 57.     (W)   SCALED
 JO0647* NAVD 88 ORTHO HEIGHT -  1628.155 (meters)     5341.71  (feet) POSTED
 JO0647  ______________________________________________________________________
 JO0647  GEOID HEIGHT    -        -21.402 (meters)                     GEOID18
 JO0647  DYNAMIC HEIGHT  -       1626.40  (meters)     5335.9   (feet) COMP
 JO0647  MODELED GRAVITY -    979,496.8   (mgal)                       NAVD 88
 JO0647
 JO0647  VERT ORDER      -  * POSTED, SEE BELOW
 JO0647
 JO0647.The horizontal coordinates were scaled from a map and have
 JO0647.an estimated accuracy of +/- 6 seconds.
 JO0647
 JO0647.The orthometric height was determined by differential leveling
 JO0647.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0647
 JO0647.* This is a POSTED BENCH MARK height.
 JO0647
 JO0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0647.GEOID18 height accuracy estimate available here.
 JO0647
 JO0647.Click photographs - Photos may exist for this station.
 JO0647
 JO0647.The dynamic height is computed by dividing the NAVD 88
 JO0647.geopotential number by the normal gravity value computed on the
 JO0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0647.degrees latitude (g = 980.6199 gals.).
 JO0647
 JO0647.The modeled gravity was interpolated from observed gravity values.
 JO0647
 JO0647;                    North         East    Units  Estimated Accuracy
 JO0647;SPC UT S     - 3,202,650.      309,560.      MT  (+/- 180 meters Scaled)
 JO0647
 JO0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH659616(NAD 83)
 JO0647
 JO0647                          SUPERSEDED SURVEY CONTROL
 JO0647
 JO0647.No superseded survey control is available for this station.
 JO0647
 JO0647_MARKER: DB = BENCH MARK DISK
 JO0647_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0647_STAMPING: 5 DOR 1971 5338
 JO0647_MARK LOGO: USGS
 JO0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0647
 JO0647  HISTORY     - Date     Condition        Report By
 JO0647  HISTORY     - 1971     MONUMENTED       USGS
 JO0647
 JO0647                          STATION DESCRIPTION
 JO0647
 JO0647'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0647'71.9 KM (44.70 MI) NNW FROM LUND.
 JO0647'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0647'AND PINE VALLEY ROAD, PROCEED 44.7 MILES WEST AND NORTH ALONG PINE
 JO0647'VALLEY ROAD TO A PROMINENT CROSS ROAD, 3.9 MILES SOUTH OF STATE
 JO0647'HIGHWAY 21, 1120 FEET SOUTH OF THE CROSS ROAD, 56 FEET EAST OF THE
 JO0647'CENTER OF THE PINE VALLEY ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN
 JO0647'UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JO0647'THE MARK IS 2 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0153 ***********************************************************************
 LO0153  DESIGNATION -  5 EMH
 LO0153  PID         -  LO0153
 LO0153  STATE/COUNTY-  UT/DUCHESNE
 LO0153  COUNTRY     -  US
 LO0153  USGS QUAD   -  TABIONA (2017)
 LO0153
 LO0153                         *CURRENT SURVEY CONTROL
 LO0153  ______________________________________________________________________
 LO0153* NAD 83(1986) POSITION- 40 19 19.     (N) 110 40 53.     (W)   SCALED
 LO0153* NAVD 88 ORTHO HEIGHT -  1964.700 (meters)     6445.85  (feet) ADJUSTED
 LO0153  ______________________________________________________________________
 LO0153  GEOID HEIGHT    -        -15.790 (meters)                     GEOID18
 LO0153  DYNAMIC HEIGHT  -       1962.716 (meters)     6439.34  (feet) COMP
 LO0153  MODELED GRAVITY -    979,546.2   (mgal)                       NAVD 88
 LO0153
 LO0153  VERT ORDER      -  SECOND    CLASS 0
 LO0153
 LO0153.The horizontal coordinates were scaled from a map and have
 LO0153.an estimated accuracy of +/- 6 seconds.
 LO0153
 LO0153.The orthometric height was determined by differential leveling and
 LO0153.adjusted by the NATIONAL GEODETIC SURVEY
 LO0153.in June 1991.
 LO0153
 LO0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0153.GEOID18 height accuracy estimate available here.
 LO0153
 LO0153.Click photographs - Photos may exist for this station.
 LO0153
 LO0153.The dynamic height is computed by dividing the NAVD 88
 LO0153.geopotential number by the normal gravity value computed on the
 LO0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0153.degrees latitude (g = 980.6199 gals.).
 LO0153
 LO0153.The modeled gravity was interpolated from observed gravity values.
 LO0153
 LO0153;                    North         East    Units  Estimated Accuracy
 LO0153;SPC UT C     - 2,221,100.      569,570.      MT  (+/- 180 meters Scaled)
 LO0153
 LO0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK270635(NAD 83)
 LO0153
 LO0153                          SUPERSEDED SURVEY CONTROL
 LO0153
 LO0153  NGVD 29 (??/??/92) 1963.329  (m)         6441.36   (f) ADJ UNCH    2 0
 LO0153
 LO0153.Superseded values are not recommended for survey control.
 LO0153
 LO0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0153.See file dsdata.pdf to determine how the superseded data were derived.
 LO0153
 LO0153_MARKER: DD = SURVEY DISK
 LO0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0153_SP_SET: CULVERT
 LO0153_STAMPING: 5 EMH 1959
 LO0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0153
 LO0153  HISTORY     - Date     Condition        Report By
 LO0153  HISTORY     - 1959     MONUMENTED       USGS
 LO0153  HISTORY     - 1962     GOOD             CGS
 LO0153
 LO0153                          STATION DESCRIPTION
 LO0153
 LO0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0153'3.9 MI SE FROM TABIONA.
 LO0153'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0153'TABIONA, THENCE 1.0 MILE SOUTH ALONG STATE HIGHWAY 208, IN THE TOP OF
 LO0153'THE CENTER OF THE SOUTH-SOUTHEAST HEAD WALL OF A LARGE DOUBLE CONCRETE
 LO0153'BOX CULVERT, 18 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE
 LO0153'HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0655 ***********************************************************************
 MS0655  DESIGNATION -  5 FMK
 MS0655  PID         -  MS0655
 MS0655  STATE/COUNTY-  UT/BOX ELDER
 MS0655  COUNTRY     -  US
 MS0655  USGS QUAD   -  PROHIBITION SPRING (2017)
 MS0655
 MS0655                         *CURRENT SURVEY CONTROL
 MS0655  ______________________________________________________________________
 MS0655* NAD 83(1986) POSITION- 41 35 44.     (N) 113 34 16.     (W)   SCALED
 MS0655* NAVD 88 ORTHO HEIGHT -  1499.365 (meters)     4919.17  (feet) ADJUSTED
 MS0655  ______________________________________________________________________
 MS0655  GEOID HEIGHT    -        -15.998 (meters)                     GEOID18
 MS0655  DYNAMIC HEIGHT  -       1498.271 (meters)     4915.58  (feet) COMP
 MS0655  MODELED GRAVITY -    979,840.3   (mgal)                       NAVD 88
 MS0655
 MS0655  VERT ORDER      -  FIRST     CLASS II
 MS0655
 MS0655.The horizontal coordinates were scaled from a map and have
 MS0655.an estimated accuracy of +/- 6 seconds.
 MS0655
 MS0655.The orthometric height was determined by differential leveling and
 MS0655.adjusted by the NATIONAL GEODETIC SURVEY
 MS0655.in June 1991.
 MS0655
 MS0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0655.GEOID18 height accuracy estimate available here.
 MS0655
 MS0655.Click photographs - Photos may exist for this station.
 MS0655
 MS0655.The dynamic height is computed by dividing the NAVD 88
 MS0655.geopotential number by the normal gravity value computed on the
 MS0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0655.degrees latitude (g = 980.6199 gals.).
 MS0655
 MS0655.The modeled gravity was interpolated from observed gravity values.
 MS0655
 MS0655;                    North         East    Units  Estimated Accuracy
 MS0655;SPC UT N     - 1,142,230.      327,350.      MT  (+/- 180 meters Scaled)
 MS0655
 MS0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM857080(NAD 83)
 MS0655
 MS0655                          SUPERSEDED SURVEY CONTROL
 MS0655
 MS0655.No superseded survey control is available for this station.
 MS0655
 MS0655_MARKER: DD = SURVEY DISK
 MS0655_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0655_STAMPING: 5 FMK 1971 4916
 MS0655_MARK LOGO: USGS
 MS0655_PROJECTION: PROJECTING 5 CENTIMETERS
 MS0655_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0655_ROD/PIPE-DEPTH: 4.6 meters
 MS0655
 MS0655  HISTORY     - Date     Condition        Report By
 MS0655  HISTORY     - 1971     MONUMENTED       USGS
 MS0655  HISTORY     - 1984     GOOD             NGS
 MS0655
 MS0655                          STATION DESCRIPTION
 MS0655
 MS0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0655'38.1 KM (23.7 MI) SW FROM PARK VALLEY.
 MS0655'38.10 KM (23.68 MI) SOUTHWEST ALONG STATE HIGHWAY 30 FROM THE POST
 MS0655'OFFICE AT PARK VALLEY, NEAR A WOOD BRACE IN THE RIGHT OF WAY FENCE, AT
 MS0655'THE TOP OF A LONG CUT, 0.23 KM (0.15 MI) NORTH OF MILEPOST 32,
 MS0655'30.2 METERS (99 FT) WEST OF THE HIGHWAY CENTERLINE, 60.1 METERS
 MS0655'(200 FT) NORTHWEST OF THE SOUTH END OF THE CUT, 5.2 METERS (17 FT)
 MS0655'SOUTH OF THE SOUTH BRACE POST AND 0.3 METER (1 FT) EAST OF THE RIGHT
 MS0655'OF WAY FENCE.
 MS0655'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MS0655'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0559 ***********************************************************************
 MR0559  DESIGNATION -  5 FMK RESET
 MR0559  PID         -  MR0559
 MR0559  STATE/COUNTY-  UT/MORGAN
 MR0559  COUNTRY     -  US
 MR0559  USGS QUAD   -  SNOW BASIN (2017)
 MR0559
 MR0559                         *CURRENT SURVEY CONTROL
 MR0559  ______________________________________________________________________
 MR0559* NAD 83(1986) POSITION- 41 08 19.     (N) 111 48 56.     (W)   SCALED
 MR0559* NAVD 88 ORTHO HEIGHT -  1470.385 (meters)     4824.09  (feet) ADJUSTED
 MR0559  ______________________________________________________________________
 MR0559  GEOID HEIGHT    -        -16.262 (meters)                     GEOID18
 MR0559  DYNAMIC HEIGHT  -       1469.212 (meters)     4820.24  (feet) COMP
 MR0559  MODELED GRAVITY -    979,775.1   (mgal)                       NAVD 88
 MR0559
 MR0559  VERT ORDER      -  FIRST     CLASS II
 MR0559
 MR0559.The horizontal coordinates were scaled from a map and have
 MR0559.an estimated accuracy of +/- 6 seconds.
 MR0559
 MR0559.The orthometric height was determined by differential leveling and
 MR0559.adjusted by the NATIONAL GEODETIC SURVEY
 MR0559.in June 1991.
 MR0559
 MR0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0559.GEOID18 height accuracy estimate available here.
 MR0559
 MR0559.Click photographs - Photos may exist for this station.
 MR0559
 MR0559.The dynamic height is computed by dividing the NAVD 88
 MR0559.geopotential number by the normal gravity value computed on the
 MR0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0559.degrees latitude (g = 980.6199 gals.).
 MR0559
 MR0559.The modeled gravity was interpolated from observed gravity values.
 MR0559
 MR0559;                    North         East    Units  Estimated Accuracy
 MR0559;SPC UT N     - 1,089,470.      473,510.      MT  (+/- 180 meters Scaled)
 MR0559
 MR0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL315544(NAD 83)
 MR0559
 MR0559                          SUPERSEDED SURVEY CONTROL
 MR0559
 MR0559  NGVD 29 (06/08/92) 1469.331  (m)         4820.63   (f) ADJUSTED    1 2
 MR0559
 MR0559.Superseded values are not recommended for survey control.
 MR0559
 MR0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0559.See file dsdata.pdf to determine how the superseded data were derived.
 MR0559
 MR0559_MARKER: DB = BENCH MARK DISK
 MR0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0559_STAMPING: 5 FMK 1974 RESET 1977
 MR0559_MARK LOGO: USGS
 MR0559_PROJECTION: FLUSH
 MR0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0559+STABILITY: SURFACE MOTION
 MR0559
 MR0559  HISTORY     - Date     Condition        Report By
 MR0559  HISTORY     - 1977     MONUMENTED       USGS
 MR0559  HISTORY     - 1983     GOOD             NGS
 MR0559
 MR0559                          STATION DESCRIPTION
 MR0559
 MR0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0559'17.1 KM (10.6 MI) NW FROM MORGAN.
 MR0559'17.1 KM (10.6 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0559'THE STATION IN MORGAN, 0.5 KM (0.3 MI) EAST OF MILEPOST 979, 61.5
 MR0559'METERS (201.8 FT) WEST OF HIGHWAY MILEPOST 93, 24.4 (80.1 FT) SOUTH OF
 MR0559'THE CENTERLINE OF THE EAST BOUND LANES OF INTERSTATE HIGHWAY 84, AND
 MR0559'14.2 METERS (46.6 FT) NORTH OF THE NEAR RAIL, AND 7.8 METERS (25.6 FT)
 MR0559'NORTH OF THE NORTH LEG OF A DOUBLE UTILITY POLE.
 MR0559'THE MARK IS 1.1 METERS  S FROM  A WITNESS POST AND FENCE
 MR0559'THE MARK IS 2.0 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5480 ***********************************************************************
 DR5480  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5480  DESIGNATION -  5 JRH
 DR5480  PID         -  DR5480
 DR5480  STATE/COUNTY-  UT/WEBER
 DR5480  COUNTRY     -  US
 DR5480  USGS QUAD   -  BROWNS HOLE (2017)
 DR5480
 DR5480                         *CURRENT SURVEY CONTROL
 DR5480  ______________________________________________________________________
 DR5480* NAD 83(2011) POSITION- 41 17 09.52236(N) 111 38 50.67824(W)   ADJUSTED
 DR5480* NAD 83(2011) ELLIP HT-  1601.342 (meters)        (07/08/20)   ADJUSTED
 DR5480* NAD 83(2011) EPOCH   -  2010.00
 DR5480* NAVD 88 ORTHO HEIGHT -  1616.88  (meters)     5304.7   (feet) GPS OBS
 DR5480  ______________________________________________________________________
 DR5480  GEOID HEIGHT    -        -15.523 (meters)                     GEOID18
 DR5480  NAD 83(2011) X  - -1,771,021.555 (meters)                     COMP
 DR5480  NAD 83(2011) Y  - -4,462,298.371 (meters)                     COMP
 DR5480  NAD 83(2011) Z  -  4,187,397.130 (meters)                     COMP
 DR5480  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 DR5480
 DR5480  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5480  Standards:
 DR5480         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5480            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5480  -------------------------------------------------------------------
 DR5480  NETWORK    0.75   1.45           0.34   0.26   0.74     -0.15780155
 DR5480  -------------------------------------------------------------------
 DR5480  Click here for local accuracies and other accuracy information.
 DR5480
 DR5480.The horizontal coordinates were established by GPS observations
 DR5480.and adjusted by the National Geodetic Survey in July 2020.
 DR5480
 DR5480.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5480.been affixed to the stable North American tectonic plate. See 
 DR5480.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5480
 DR5480.The horizontal coordinates are valid at the epoch date displayed above
 DR5480.which is a decimal equivalence of Year/Month/Day.
 DR5480
 DR5480.The orthometric height was determined by GPS observations and a
 DR5480.high-resolution geoid model using precise GPS observation and
 DR5480.processing techniques.
 DR5480
 DR5480.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5480.GEOID18 height accuracy estimate available here.
 DR5480
 DR5480.Click photographs - Photos may exist for this station.
 DR5480
 DR5480.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5480
 DR5480.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5480
 DR5480.The ellipsoidal height was determined by GPS observations
 DR5480.and is referenced to NAD 83.
 DR5480
 DR5480. The following values were computed from the NAD 83(2011) position.
 DR5480
 DR5480;                    North         East     Units Scale Factor Converg.
 DR5480;SPC UT N     - 1,105,801.691   487,651.878   MT  0.99995703   -0 05 49.9
 DR5480;SPC UT N     - 3,627,951.05  1,599,904.54   sFT  0.99995703   -0 05 49.9
 DR5480;UTM  12      - 4,570,706.268   445,787.643   MT  0.99963617   -0 25 37.9
 DR5480
 DR5480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5480!SPC UT N     -   0.99974888  x   0.99995703  =   0.99970593
 DR5480!UTM  12      -   0.99974888  x   0.99963617  =   0.99938515
 DR5480
 DR5480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL4578770706(NAD 83)
 DR5480
 DR5480                          SUPERSEDED SURVEY CONTROL
 DR5480
 DR5480.No superseded survey control is available for this station.
 DR5480
 DR5480_MARKER: DB = BENCH MARK DISK
 DR5480_SETTING: 66 = SET IN ROCK OUTCROP
 DR5480_STAMPING: 5 JRH 1958
 DR5480_MARK LOGO: USGS
 DR5480_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR5480+STABILITY: POSITION/ELEVATION WELL
 DR5480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5480+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2020
 DR5480
 DR5480  HISTORY     - Date     Condition        Report By
 DR5480  HISTORY     - 1958     MONUMENTED       USGS
 DR5480  HISTORY     - 20161004 GOOD             UT-057
 DR5480  HISTORY     - 20200915 GOOD             DEWDAV
 DR5480
 DR5480                          STATION DESCRIPTION
 DR5480
 DR5480'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5480'THE STATION IS LOCATED ABOUT 16.3 MI (26.2 KM) NORTH-NORTHWEST OF
 DR5480'DEVILS SLIDE, 13.2 MI (21.2 KM) NORTH-NORTHEAST OF PETERSON AND 6.6 MI
 DR5480'(10.6 KM) EAST-NORTHEAST OF HUNTSVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5480'TO REACH FROM THE INTERSECTION OF 100 SOUTH AND 7800 EAST, HUNTSVILLE,
 DR5480'UT, PROCEED EAST 6.8 MI (10.9 KM).TO THE STATION ON THE LEFT.  IT IS
 DR5480'680 FT (207.3 M) NORTHWEST OF MILE POST 26, 24.7 FT (7.5 M) NORTHWEST
 DR5480'OF ROW POST, 15 FT (4.6 M) WEST OF A STORM DRAIN MANHOLE.
 DR5480
 DR5480                          STATION RECOVERY (2020)
 DR5480
 DR5480'RECOVERY NOTE BY DEWBERRY DAVIS 2020 (DEI)
 DR5480'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0649 ***********************************************************************
 HO0649  DESIGNATION -  5 LRC
 HO0649  PID         -  HO0649
 HO0649  STATE/COUNTY-  UT/WASHINGTON
 HO0649  COUNTRY     -  US
 HO0649  USGS QUAD   -  CASTLE CLIFF (2017)
 HO0649
 HO0649                         *CURRENT SURVEY CONTROL
 HO0649  ______________________________________________________________________
 HO0649* NAD 83(1986) POSITION- 37 05 01.1    (N) 113 55 39.8    (W)   HD_HELD2
 HO0649* NAVD 88 ORTHO HEIGHT -  1155.142 (meters)     3789.83  (feet) POSTED
 HO0649  ______________________________________________________________________
 HO0649  GEOID HEIGHT    -        -24.901 (meters)                     GEOID18
 HO0649  DYNAMIC HEIGHT  -       1153.95  (meters)     3785.9   (feet) COMP
 HO0649  MODELED GRAVITY -    979,557.5   (mgal)                       NAVD 88
 HO0649
 HO0649  VERT ORDER      -  * POSTED, SEE BELOW
 HO0649
 HO0649.The horizontal coordinates were established by autonomous hand held GPS
 HO0649.observations and have an estimated accuracy of +/- 10 meters.
 HO0649
 HO0649.The orthometric height was determined by differential leveling
 HO0649.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0649
 HO0649.* This is a POSTED BENCH MARK height.
 HO0649
 HO0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0649.GEOID18 height accuracy estimate available here.
 HO0649
 HO0649.Click photographs - Photos may exist for this station.
 HO0649
 HO0649.The dynamic height is computed by dividing the NAVD 88
 HO0649.geopotential number by the normal gravity value computed on the
 HO0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0649.degrees latitude (g = 980.6199 gals.).
 HO0649
 HO0649.The modeled gravity was interpolated from observed gravity values.
 HO0649
 HO0649;                    North         East    Units  Estimated Accuracy
 HO0649;SPC UT S     - 3,049,079.      284,160.      MT  (+/- 10 meters HH2 GPS)
 HO0649
 HO0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG3975708161(NAD 83)
 HO0649
 HO0649                          SUPERSEDED SURVEY CONTROL
 HO0649
 HO0649  NGVD 29 (??/??/92) 1154.34   (m)         3787.2    (f) COMPUTED    2 0
 HO0649
 HO0649.Superseded values are not recommended for survey control.
 HO0649
 HO0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0649.See file dsdata.pdf to determine how the superseded data were derived.
 HO0649
 HO0649_MARKER: DD = SURVEY DISK
 HO0649_SETTING: 80 = SET IN A BOULDER
 HO0649_STAMPING: 5 LRC 1973 3787
 HO0649_MARK LOGO: USGS
 HO0649_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HO0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0649+STABILITY: SURFACE MOTION
 HO0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0649+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HO0649
 HO0649  HISTORY     - Date     Condition        Report By
 HO0649  HISTORY     - 1973     MONUMENTED       USGS
 HO0649
 HO0649                          STATION DESCRIPTION
 HO0649
 HO0649'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HO0649'FROM THE POST OFFICE IN MESQUITE, UTAH, PROCEED 25.7 MILES NORTHEAST
 HO0649'ALONG U S HIGHWAY 91 TO A POINT 3.3 MILES NORTHWEST OF CASTLE ROCK
 HO0649'CLIFF, ALONG LYTLE RANCH ROAD IN A STEEP CANYON, 30 FEET
 HO0649'SOUTH-SOUTHEAST OF THE FACE OF A LARGE BOULDER, 21 FEET SOUTHWEST OF
 HO0649'THE CENTER OF THE ROAD, IN A LARGE LIMESTONE BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0602 ***********************************************************************
 JO0602  DESIGNATION -  50 DOR
 JO0602  PID         -  JO0602
 JO0602  STATE/COUNTY-  UT/IRON
 JO0602  COUNTRY     -  US
 JO0602  USGS QUAD   -  LUND (2017)
 JO0602
 JO0602                         *CURRENT SURVEY CONTROL
 JO0602  ______________________________________________________________________
 JO0602* NAD 83(1986) POSITION- 38 00 23.     (N) 113 26 29.     (W)   SCALED
 JO0602* NAVD 88 ORTHO HEIGHT -  1548.762 (meters)     5081.23  (feet) POSTED
 JO0602  ______________________________________________________________________
 JO0602  GEOID HEIGHT    -        -22.335 (meters)                     GEOID18
 JO0602  DYNAMIC HEIGHT  -       1547.06  (meters)     5075.6   (feet) COMP
 JO0602  MODELED GRAVITY -    979,476.8   (mgal)                       NAVD 88
 JO0602
 JO0602  VERT ORDER      -  * POSTED, SEE BELOW
 JO0602
 JO0602.The horizontal coordinates were scaled from a map and have
 JO0602.an estimated accuracy of +/- 6 seconds.
 JO0602
 JO0602.The orthometric height was determined by differential leveling
 JO0602.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0602
 JO0602.* This is a POSTED BENCH MARK height.
 JO0602
 JO0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0602.GEOID18 height accuracy estimate available here.
 JO0602
 JO0602.Click photographs - Photos may exist for this station.
 JO0602
 JO0602.The dynamic height is computed by dividing the NAVD 88
 JO0602.geopotential number by the normal gravity value computed on the
 JO0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0602.degrees latitude (g = 980.6199 gals.).
 JO0602
 JO0602.The modeled gravity was interpolated from observed gravity values.
 JO0602
 JO0602;                    North         East    Units  Estimated Accuracy
 JO0602;SPC UT S     - 3,150,460.      329,520.      MT  (+/- 180 meters Scaled)
 JO0602
 JO0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH856093(NAD 83)
 JO0602
 JO0602                          SUPERSEDED SURVEY CONTROL
 JO0602
 JO0602  NGVD 29 (??/??/92) 1547.66   (m)         5077.6    (f) COMPUTED    2 0
 JO0602
 JO0602.Superseded values are not recommended for survey control.
 JO0602
 JO0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0602.See file dsdata.pdf to determine how the superseded data were derived.
 JO0602
 JO0602_MARKER: DB = BENCH MARK DISK
 JO0602_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0602_STAMPING: 50 DOR 1971 5078
 JO0602_MARK LOGO: USGS
 JO0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0602
 JO0602  HISTORY     - Date     Condition        Report By
 JO0602  HISTORY     - 1971     MONUMENTED       USGS
 JO0602
 JO0602                          STATION DESCRIPTION
 JO0602
 JO0602'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (DOR)
 JO0602'0.6 KM (0.35 MI) WEST FROM LUND.
 JO0602'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0602'AND PINE VALLEY ROAD, PROCEED 0.35 MILES WEST TO A STEEL CATTLEGUARD,
 JO0602'61 FEET NORTH OF THE CENTER OF THE CATTLEGUARD.  A COPPER-CLAD STEEL
 JO0602'ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JO0602'THE MARK IS 1 FT  SE FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0404 ***********************************************************************
 KM0404  DESIGNATION -  50 FMK
 KM0404  PID         -  KM0404
 KM0404  STATE/COUNTY-  UT/GRAND
 KM0404  COUNTRY     -  US
 KM0404  USGS QUAD   -  HARLEY DOME (2017)
 KM0404
 KM0404                         *CURRENT SURVEY CONTROL
 KM0404  ______________________________________________________________________
 KM0404* NAD 83(1986) POSITION- 39 14 26.     (N) 109 12 51.     (W)   SCALED
 KM0404* NAVD 88 ORTHO HEIGHT -  1519.558 (meters)     4985.42  (feet) POSTED
 KM0404  ______________________________________________________________________
 KM0404  GEOID HEIGHT    -        -17.961 (meters)                     GEOID18
 KM0404  DYNAMIC HEIGHT  -       1518.07  (meters)     4980.5   (feet) COMP
 KM0404  MODELED GRAVITY -    979,596.5   (mgal)                       NAVD 88
 KM0404
 KM0404  VERT ORDER      -  * POSTED, SEE BELOW
 KM0404
 KM0404.The horizontal coordinates were scaled from a map and have
 KM0404.an estimated accuracy of +/- 6 seconds.
 KM0404
 KM0404.The orthometric height was determined by differential leveling
 KM0404.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0404
 KM0404.* This is a POSTED BENCH MARK height.
 KM0404
 KM0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0404.GEOID18 height accuracy estimate available here.
 KM0404
 KM0404.Click photographs - Photos may exist for this station.
 KM0404
 KM0404.The dynamic height is computed by dividing the NAVD 88
 KM0404.geopotential number by the normal gravity value computed on the
 KM0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0404.degrees latitude (g = 980.6199 gals.).
 KM0404
 KM0404.The modeled gravity was interpolated from observed gravity values.
 KM0404
 KM0404;                    North         East    Units  Estimated Accuracy
 KM0404;SPC UT C     - 2,103,240.      697,310.      MT  (+/- 180 meters Scaled)
 KM0404
 KM0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ541449(NAD 83)
 KM0404
 KM0404                          SUPERSEDED SURVEY CONTROL
 KM0404
 KM0404.No superseded survey control is available for this station.
 KM0404
 KM0404_MARKER: DD = SURVEY DISK
 KM0404_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0404_STAMPING: 50 FMK 1969 4982
 KM0404_MARK LOGO: USGS
 KM0404_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KM0404+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 KM0404
 KM0404  HISTORY     - Date     Condition        Report By
 KM0404  HISTORY     - 1969     MONUMENTED       USGS
 KM0404  HISTORY     - 20051206 GOOD             GEOCAC
 KM0404
 KM0404                          STATION DESCRIPTION
 KM0404
 KM0404'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0404'FROM MACK, COLORADO, PROCEED 15.6 MILES NORTHWEST ALONG U. S.
 KM0404'HIGHWAYS 6 AND 50, THENCE 6.7 MILES NORTHWEST ALONG COUNTY DIRT ROAD
 KM0404'TO THE SMALL TOP MIDWAY OF A GRADE, 81 FEET NORTH AND 20 FEET HIGHER
 KM0404'THAN THE CENTERLINE OF THE ROAD, WITNESS POST SET NEAR BENCH MARK,
 KM0404'SET ON 20 FEET OF COPPER COATED STEEL ROD ENCASED IN A 6-INCH
 KM0404'CONCRETE PIPE WHICH IS FLUSH WITH THE GROUND.
 KM0404
 KM0404                          STATION RECOVERY (2005)
 KM0404
 KM0404'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0404'COUNTY ROAD IS NOW PAVED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0459 ***********************************************************************
 LP0459  DESIGNATION -  50 WF
 LP0459  PID         -  LP0459
 LP0459  STATE/COUNTY-  UT/TOOELE
 LP0459  COUNTRY     -  US
 LP0459  USGS QUAD   -  INDIAN PEAKS (2017)
 LP0459
 LP0459                         *CURRENT SURVEY CONTROL
 LP0459  ______________________________________________________________________
 LP0459* NAD 83(1994) POSITION- 40 06 08.98799(N) 112 39 44.38928(W)   ADJUSTED
 LP0459* NAVD 88 ORTHO HEIGHT -  1596.8   (meters)     5239.    (feet) VERTCON3
 LP0459  ______________________________________________________________________
 LP0459  GEOID HEIGHT    -        -18.016 (meters)                     GEOID18
 LP0459  LAPLACE CORR    -          6.67  (seconds)                    DEFLEC18
 LP0459  HORZ ORDER      -  THIRD
 LP0459  VERT ORDER      -  THIRD ? (See Below)
 LP0459
 LP0459.The horizontal coordinates were established by classical geodetic methods
 LP0459.and adjusted by the National Geodetic Survey in November 1997.
 LP0459
 LP0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0459
 LP0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0459.GEOID18 height accuracy estimate available here.
 LP0459
 LP0459.The vertical order pertains to the NGVD 29 superseded value.
 LP0459
 LP0459.Click photographs - Photos may exist for this station.
 LP0459
 LP0459.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0459
 LP0459. The following values were computed from the NAD 83(1994) position.
 LP0459
 LP0459;                    North         East     Units Scale Factor Converg.
 LP0459;SPC UT C     - 2,197,054.941   400,904.430   MT  0.99990969   -0 44 40.4
 LP0459;SPC UT C     - 7,208,171.09  1,315,300.62   sFT  0.99990969   -0 44 40.4
 LP0459;UTM  12      - 4,440,457.646   358,312.940   MT  0.99984714   -1 04 15.5
 LP0459
 LP0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0459!SPC UT C     -   0.99975238  x   0.99990969  =   0.99966210
 LP0459!UTM  12      -   0.99975238  x   0.99984714  =   0.99959956
 LP0459
 LP0459:                Primary Azimuth Mark                     Grid Az
 LP0459:SPC UT C     -  ROUNDTOP                                 303 38 03.8
 LP0459:UTM  12      -  ROUNDTOP                                 303 57 38.9
 LP0459
 LP0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK5831240457(NAD 83)
 LP0459
 LP0459|---------------------------------------------------------------------|
 LP0459| PID    Reference Object                     Distance      Geod. Az  |
 LP0459|                                                           dddmmss.s |
 LP0459| LP0461 ROUNDTOP                            APPROX. 6.8 KM 3025323.4 |
 LP0459|---------------------------------------------------------------------|
 LP0459
 LP0459                          SUPERSEDED SURVEY CONTROL
 LP0459
 LP0459  NAD 83(1993)-  40 06 08.98105(N)    112 39 44.37836(W) AD(       ) 3
 LP0459  NAD 83(1986)-  40 06 08.98227(N)    112 39 44.37752(W) AD(       ) 3
 LP0459  NAD 27      -  40 06 09.19109(N)    112 39 41.51721(W) AD(       ) 3
 LP0459
 LP0459.Superseded values are not recommended for survey control.
 LP0459
 LP0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0459.See file dsdata.pdf to determine how the superseded data were derived.
 LP0459
 LP0459_MARKER: DB = BENCH MARK DISK
 LP0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0459_STAMPING: 50 WF 5235 1953
 LP0459_MARK LOGO: USGS
 LP0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0459+STABILITY: SURFACE MOTION
 LP0459
 LP0459  HISTORY     - Date     Condition        Report By
 LP0459  HISTORY     - 1953     MONUMENTED       USGS
 LP0459
 LP0459                          STATION DESCRIPTION
 LP0459
 LP0459'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (WF)
 LP0459'DESCRIBED AS FOLLOWS
 LP0459'
 LP0459'SIMPSON SPRINGS, 10.3 MI. NE. OF AT Y-RD. INTERSECTION FORMED BY MAIN
 LP0459'RD. AND RD. LEADING N. TO DUGWAY PROVING GROUNDS MAIN GATE, 36 FT. NW.
 LP0459'OF CENTER OF MAIN RD. IN TRIANGLE FORMED BY INTERSECTION.
 LP0459'
 LP0459'LOCATED ABOUT 8.0 MI. NE. OF SIMPSON MTNS. AND
 LP0459'3.5 MI. SE. OF DAVIS MTN., AT CENTER OF RD. TRIANGLE.
 LP0459'
 LP0459'TO REACH FROM SIMPSON SPRINGS, DRIVE NE. ALONG MAIN TRAVELED RD. FOR
 LP0459'10.3 MI., AT Y-RD. INTERSECTION FORMED BY MAIN RD. AND RD. LEADING N.,
 LP0459'36 FT. NW. OF CENTER OF MAIN RD. IN TRIANGLE FORMED BY INTERSECTION.
 LP0459'
 LP0459'STATION MARK--STANDARD TABLET, STAMPED ---50 WF 1953---, SET IN
 LP0459'CONCRETE POST.
 LP0459'
 LP0459'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0458 ***********************************************************************
 MR0458  DESIGNATION -  5009.1
 MR0458  PID         -  MR0458
 MR0458  STATE/COUNTY-  UT/CACHE
 MR0458  COUNTRY     -  US
 MR0458  USGS QUAD   -  MOUNT ELMER (2017)
 MR0458
 MR0458                         *CURRENT SURVEY CONTROL
 MR0458  ______________________________________________________________________
 MR0458* NAD 83(1986) POSITION- 41 45 06.     (N) 111 43 35.     (W)   SCALED
 MR0458* NAVD 88 ORTHO HEIGHT -  1527.98  (+/-2cm)     5013.0   (feet) VERTCON3
 MR0458  ______________________________________________________________________
 MR0458  GEOID HEIGHT    -        -15.015 (meters)                     GEOID18
 MR0458  VERT ORDER      -  ? (See Below)
 MR0458
 MR0458.The horizontal coordinates were scaled from a map and have
 MR0458.an estimated accuracy of +/- 6 seconds.
 MR0458
 MR0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0458
 MR0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0458.GEOID18 height accuracy estimate available here.
 MR0458
 MR0458.The vertical order pertains to the NGVD 29 superseded value.
 MR0458
 MR0458.Click photographs - Photos may exist for this station.
 MR0458
 MR0458;                    North         East    Units  Estimated Accuracy
 MR0458;SPC UT N     - 1,157,540.      481,170.      MT  (+/- 180 meters Scaled)
 MR0458
 MR0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM396224(NAD 83)
 MR0458
 MR0458                          SUPERSEDED SURVEY CONTROL
 MR0458
 MR0458  NGVD 29 (??/??/92) 1526.865  (m)         5009.39   (f) ADJ UNCH       
 MR0458
 MR0458.Superseded values are not recommended for survey control.
 MR0458
 MR0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0458.See file dsdata.pdf to determine how the superseded data were derived.
 MR0458
 MR0458_MARKER: DD = SURVEY DISK
 MR0458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0458_SP_SET: CULVERT
 MR0458_STAMPING: 8 5009.1
 MR0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0458
 MR0458  HISTORY     - Date     Condition        Report By
 MR0458  HISTORY     - UNK      MONUMENTED       BPR
 MR0458  HISTORY     - 1934     GOOD             CGS
 MR0458
 MR0458                          STATION DESCRIPTION
 MR0458
 MR0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0458'6.1 MI E FROM LOGAN.
 MR0458'ABOUT 6.1 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE JUNIOR HIGH SCHOOL
 MR0458'AT LOGAN, CACHE COUNTY, AT A CONCRETE CULVERT, IN THE CENTER OF THE
 MR0458'TOP OF THE NORTHWEST HEAD WALL, 8 FEET SOUTHWEST OF BENCH MARK T 125,
 MR0458'DESCRIBED ABOVE, AND 12 FEET NORTHWEST OF THE CENTER LINE OF THE
 MR0458'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 MR0458'STAMPED 8 5009.1.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DO6507 ***********************************************************************
 DO6507  DESIGNATION -  5009.9 US
 DO6507  PID         -  DO6507
 DO6507  STATE/COUNTY-  UT/KANE
 DO6507  COUNTRY     -  US
 DO6507  USGS QUAD   -  KANAB (2017)
 DO6507
 DO6507                         *CURRENT SURVEY CONTROL
 DO6507  ______________________________________________________________________
 DO6507* NAD 83(1986) POSITION- 37 03 51.7    (N) 112 32 13.4    (W)   HD_HELD2
 DO6507* NAVD 88 ORTHO HEIGHT -  1527.871 (meters)     5012.69  (feet) ADJUSTED
 DO6507  ______________________________________________________________________
 DO6507  GEOID HEIGHT    -        -21.995 (meters)                     GEOID18
 DO6507  DYNAMIC HEIGHT  -       1526.120 (meters)     5006.95  (feet) COMP
 DO6507  MODELED GRAVITY -    979,431.3   (mgal)                       NAVD 88
 DO6507
 DO6507  VERT ORDER      -  SECOND    CLASS II
 DO6507
 DO6507.The horizontal coordinates were established by autonomous hand held GPS
 DO6507.observations and have an estimated accuracy of +/- 10 meters.
 DO6507
 DO6507.The orthometric height was determined by differential leveling and
 DO6507.adjusted by the NATIONAL GEODETIC SURVEY
 DO6507.in April 2014.
 DO6507
 DO6507.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6507.GEOID18 height accuracy estimate available here.
 DO6507
 DO6507.Click photographs - Photos may exist for this station.
 DO6507
 DO6507.The dynamic height is computed by dividing the NAVD 88
 DO6507.geopotential number by the normal gravity value computed on the
 DO6507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6507.degrees latitude (g = 980.6199 gals.).
 DO6507
 DO6507.The modeled gravity was interpolated from observed gravity values.
 DO6507
 DO6507;                    North         East    Units  Estimated Accuracy
 DO6507;SPC UT S     - 3,044,649.      407,767.      MT  (+/- 10 meters HH2 GPS)
 DO6507
 DO6507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG6334903117(NAD 83)
 DO6507
 DO6507                          SUPERSEDED SURVEY CONTROL
 DO6507
 DO6507.No superseded survey control is available for this station.
 DO6507
 DO6507_MARKER: Q = CHISELED SQUARE
 DO6507_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO6507_SP_SET: CULVERT HEADWALL
 DO6507_MARK LOGO: NONE
 DO6507_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO6507+STABILITY: SURFACE MOTION
 DO6507
 DO6507  HISTORY     - Date     Condition        Report By
 DO6507  HISTORY     - 19340130 MONUMENTED       USGS
 DO6507  HISTORY     - 19340202 GOOD             USGS
 DO6507
 DO6507                          STATION DESCRIPTION
 DO6507
 DO6507'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (EEH)
 DO6507'TO REACH FROM THE KANAB COURTHOUSE TRAVEL 1.4 MI (2.3 KM) NORTHWEST
 DO6507'ALONG US HIGHWAY 89.
 DO6507'
 DO6507'THE MARK IS ON THE WEST EDGE OF THE HIGHWAY.
 DO6507'
 DO6507'THE MARK IS A CHISELED SQUARE SET IN THE CENTER HEADWALL OF A CONCRETE
 DO6507'CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0353 ***********************************************************************
 KO0353  DESIGNATION -  5014
 KO0353  PID         -  KO0353
 KO0353  STATE/COUNTY-  UT/MILLARD
 KO0353  COUNTRY     -  US
 KO0353  USGS QUAD   -  TROUT CREEK SW (2017)
 KO0353
 KO0353                         *CURRENT SURVEY CONTROL
 KO0353  ______________________________________________________________________
 KO0353* NAD 83(1986) POSITION- 39 30 18.     (N) 113 58 15.     (W)   SCALED
 KO0353* NAVD 88 ORTHO HEIGHT -  1530.521 (meters)     5021.38  (feet) ADJUSTED
 KO0353  ______________________________________________________________________
 KO0353  GEOID HEIGHT    -        -19.880 (meters)                     GEOID18
 KO0353  DYNAMIC HEIGHT  -       1529.065 (meters)     5016.61  (feet) COMP
 KO0353  MODELED GRAVITY -    979,622.2   (mgal)                       NAVD 88
 KO0353
 KO0353  VERT ORDER      -  SECOND    CLASS 0
 KO0353
 KO0353.The horizontal coordinates were scaled from a map and have
 KO0353.an estimated accuracy of +/- 6 seconds.
 KO0353
 KO0353.The orthometric height was determined by differential leveling and
 KO0353.adjusted by the NATIONAL GEODETIC SURVEY
 KO0353.in June 1991.
 KO0353
 KO0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0353.GEOID18 height accuracy estimate available here.
 KO0353
 KO0353.Click photographs - Photos may exist for this station.
 KO0353
 KO0353.The dynamic height is computed by dividing the NAVD 88
 KO0353.geopotential number by the normal gravity value computed on the
 KO0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0353.degrees latitude (g = 980.6199 gals.).
 KO0353
 KO0353.The modeled gravity was interpolated from observed gravity values.
 KO0353
 KO0353;                    North         East    Units  Estimated Accuracy
 KO0353;SPC UT C     - 2,133,010.      287,540.      MT  (+/- 180 meters Scaled)
 KO0353
 KO0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ445770(NAD 83)
 KO0353
 KO0353                          SUPERSEDED SURVEY CONTROL
 KO0353
 KO0353  NGVD 29 (??/??/92) 1529.405  (m)         5017.72   (f) ADJ UNCH    2 0
 KO0353
 KO0353.Superseded values are not recommended for survey control.
 KO0353
 KO0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0353.See file dsdata.pdf to determine how the superseded data were derived.
 KO0353
 KO0353_MARKER: P = PIPE CAP
 KO0353_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0353_STAMPING: 5014
 KO0353_MARK LOGO: USGS
 KO0353_MAGNETIC: P = MARKER IS A STEEL PIPE
 KO0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0353
 KO0353  HISTORY     - Date     Condition        Report By
 KO0353  HISTORY     - 1908     MONUMENTED       USGS
 KO0353  HISTORY     - 1950     GOOD             USGS
 KO0353
 KO0353                          STATION DESCRIPTION
 KO0353
 KO0353'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KO0353'15.7 MI S FROM TROUT CREEK.
 KO0353'IN MILLARD COUNTY, 15.7 MILES SOUTH ALONG THE ROAD LEADING TO ROBINSON
 KO0353'RANCH FROM THE OLD POST OFFICE AT TROUT CREEK, 150 FEET SOUTH OF A DIM
 KO0353'ABANDONED TRACK ROAD LEADING NORTHWEST, 40 FEET WEST OF AN ABANDONED
 KO0353'ROAD, 30 FEET EAST OF THE CENTER LINE OF THE PRESENT ROAD. RIVETED ON
 KO0353'THE TOP OF A 3 1/2 INCH IRON PIPE SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0284 ***********************************************************************
 JO0284  DESIGNATION -  5023
 JO0284  PID         -  JO0284
 JO0284  STATE/COUNTY-  UT/MILLARD
 JO0284  COUNTRY     -  US
 JO0284  USGS QUAD   -  SIXMILE POINT (2017)
 JO0284
 JO0284                         *CURRENT SURVEY CONTROL
 JO0284  ______________________________________________________________________
 JO0284* NAD 83(1986) POSITION- 38 46 42.     (N) 112 30 42.     (W)   SCALED
 JO0284* NAVD 88 ORTHO HEIGHT -  1531.762 (meters)     5025.46  (feet) ADJUSTED
 JO0284  ______________________________________________________________________
 JO0284  GEOID HEIGHT    -        -19.442 (meters)                     GEOID18
 JO0284  DYNAMIC HEIGHT  -       1530.235 (meters)     5020.45  (feet) COMP
 JO0284  MODELED GRAVITY -    979,577.6   (mgal)                       NAVD 88
 JO0284
 JO0284  VERT ORDER      -  SECOND    CLASS 0
 JO0284
 JO0284.The horizontal coordinates were scaled from a map and have
 JO0284.an estimated accuracy of +/- 6 seconds.
 JO0284
 JO0284.The orthometric height was determined by differential leveling and
 JO0284.adjusted by the NATIONAL GEODETIC SURVEY
 JO0284.in June 1991.
 JO0284
 JO0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0284.GEOID18 height accuracy estimate available here.
 JO0284
 JO0284.Click photographs - Photos may exist for this station.
 JO0284
 JO0284.The dynamic height is computed by dividing the NAVD 88
 JO0284.geopotential number by the normal gravity value computed on the
 JO0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0284.degrees latitude (g = 980.6199 gals.).
 JO0284
 JO0284.The modeled gravity was interpolated from observed gravity values.
 JO0284
 JO0284;                    North         East    Units  Estimated Accuracy
 JO0284;SPC UT C     - 2,049,900.      412,090.      MT  (+/- 180 meters Scaled)
 JO0284
 JO0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH686932(NAD 83)
 JO0284
 JO0284                          SUPERSEDED SURVEY CONTROL
 JO0284
 JO0284  NGVD 29 (??/??/92) 1530.658  (m)         5021.83   (f) ADJ UNCH    2 0
 JO0284
 JO0284.Superseded values are not recommended for survey control.
 JO0284
 JO0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0284.See file dsdata.pdf to determine how the superseded data were derived.
 JO0284
 JO0284_MARKER: Q = CHISELED SQUARE
 JO0284_SETTING: 80 = SET IN A BOULDER
 JO0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0284+STABILITY: SURFACE MOTION
 JO0284
 JO0284  HISTORY     - Date     Condition        Report By
 JO0284  HISTORY     - UNK      MONUMENTED       USGS
 JO0284  HISTORY     - 1934     GOOD             CGS
 JO0284
 JO0284                          STATION DESCRIPTION
 JO0284
 JO0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0284'4.3 MI SW FROM KANOSH.
 JO0284'ABOUT 4.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM KANOSH, MILLARD
 JO0284'COUNTY, AT THE SOUTH EDGE OF THE HIGHWAY, AND ON THE TOP OF A BOULDER.
 JO0284'A CHISELED SQUARE, MARKED U.S.B.M. 5023.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0057 ***********************************************************************
 JO0057  DESIGNATION -  5034
 JO0057  PID         -  JO0057
 JO0057  STATE/COUNTY-  UT/MILLARD
 JO0057  COUNTRY     -  US
 JO0057  USGS QUAD   -  FILLMORE (2017)
 JO0057
 JO0057                         *CURRENT SURVEY CONTROL
 JO0057  ______________________________________________________________________
 JO0057* NAD 83(1986) POSITION- 38 57 00.     (N) 112 20 40.     (W)   SCALED
 JO0057* NAVD 88 ORTHO HEIGHT -  1535.078 (meters)     5036.34  (feet) ADJUSTED
 JO0057  ______________________________________________________________________
 JO0057  GEOID HEIGHT    -        -18.829 (meters)                     GEOID18
 JO0057  DYNAMIC HEIGHT  -       1533.577 (meters)     5031.41  (feet) COMP
 JO0057  MODELED GRAVITY -    979,596.2   (mgal)                       NAVD 88
 JO0057
 JO0057  VERT ORDER      -  SECOND    CLASS 0
 JO0057
 JO0057.The horizontal coordinates were scaled from a map and have
 JO0057.an estimated accuracy of +/- 6 seconds.
 JO0057
 JO0057.The orthometric height was determined by differential leveling and
 JO0057.adjusted by the NATIONAL GEODETIC SURVEY
 JO0057.in June 1991.
 JO0057
 JO0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0057.GEOID18 height accuracy estimate available here.
 JO0057
 JO0057.Click photographs - Photos may exist for this station.
 JO0057
 JO0057.The dynamic height is computed by dividing the NAVD 88
 JO0057.geopotential number by the normal gravity value computed on the
 JO0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0057.degrees latitude (g = 980.6199 gals.).
 JO0057
 JO0057.The modeled gravity was interpolated from observed gravity values.
 JO0057
 JO0057;                    North         East    Units  Estimated Accuracy
 JO0057;SPC UT C     - 2,068,810.      426,800.      MT  (+/- 180 meters Scaled)
 JO0057
 JO0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ834120(NAD 83)
 JO0057
 JO0057                          SUPERSEDED SURVEY CONTROL
 JO0057
 JO0057  NGVD 29 (??/??/92) 1533.971  (m)         5032.70   (f) ADJ UNCH    2 0
 JO0057
 JO0057.Superseded values are not recommended for survey control.
 JO0057
 JO0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0057.See file dsdata.pdf to determine how the superseded data were derived.
 JO0057
 JO0057_MARKER: Q = CHISELED SQUARE
 JO0057_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0057_SP_SET: CULVERT HEADWALL
 JO0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0057+STABILITY: SURFACE MOTION
 JO0057
 JO0057  HISTORY     - Date     Condition        Report By
 JO0057  HISTORY     - UNK      MONUMENTED       USGS
 JO0057  HISTORY     - 1934     GOOD             CGS
 JO0057
 JO0057                          STATION DESCRIPTION
 JO0057
 JO0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0057'2.1 MI SW FROM FILLMORE.
 JO0057'ABOUT 2.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE COURTHOUSE AT
 JO0057'FILLMORE, MILLARD COUNTY, AT THE SOUTHEAST EDGE OF THE HIGHWAY, ABOUT
 JO0057'400 FEET SOUTH OF A POLE AT AN ANGLE IN A ROW OF POWER-TRANSMISSION
 JO0057'LINE POLES, AT A CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF THE
 JO0057'EAST HEAD WALL.  A CHISELED SQUARE, MARKED U.S.B.M. 5034.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0032 ***********************************************************************
 KN0032  DESIGNATION -  5040
 KN0032  PID         -  KN0032
 KN0032  STATE/COUNTY-  UT/EMERY
 KN0032  COUNTRY     -  US
 KN0032  USGS QUAD   -  CEDAR (2017)
 KN0032
 KN0032                         *CURRENT SURVEY CONTROL
 KN0032  ______________________________________________________________________
 KN0032* NAD 83(1986) POSITION- 39 22 40.     (N) 110 24 37.     (W)   SCALED
 KN0032* NAVD 88 ORTHO HEIGHT -  1537.944 (meters)     5045.74  (feet) ADJUSTED
 KN0032  ______________________________________________________________________
 KN0032  GEOID HEIGHT    -        -18.314 (meters)                     GEOID18
 KN0032  DYNAMIC HEIGHT  -       1536.446 (meters)     5040.82  (feet) COMP
 KN0032  MODELED GRAVITY -    979,599.0   (mgal)                       NAVD 88
 KN0032
 KN0032  VERT ORDER      -  FIRST     CLASS II
 KN0032
 KN0032.The horizontal coordinates were scaled from a map and have
 KN0032.an estimated accuracy of +/- 6 seconds.
 KN0032
 KN0032.The orthometric height was determined by differential leveling and
 KN0032.adjusted by the NATIONAL GEODETIC SURVEY
 KN0032.in June 1991.
 KN0032
 KN0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0032.GEOID18 height accuracy estimate available here.
 KN0032
 KN0032.Click photographs - Photos may exist for this station.
 KN0032
 KN0032.The dynamic height is computed by dividing the NAVD 88
 KN0032.geopotential number by the normal gravity value computed on the
 KN0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0032.degrees latitude (g = 980.6199 gals.).
 KN0032
 KN0032.The modeled gravity was interpolated from observed gravity values.
 KN0032
 KN0032;                    North         East    Units  Estimated Accuracy
 KN0032;SPC UT C     - 2,116,530.      593,890.      MT  (+/- 180 meters Scaled)
 KN0032
 KN0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ507588(NAD 83)
 KN0032
 KN0032                          SUPERSEDED SURVEY CONTROL
 KN0032
 KN0032  NGVD 29 (??/??/92) 1536.915  (m)         5042.36   (f) ADJ UNCH    1 2
 KN0032
 KN0032.Superseded values are not recommended for survey control.
 KN0032
 KN0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0032.See file dsdata.pdf to determine how the superseded data were derived.
 KN0032
 KN0032_MARKER: DD = SURVEY DISK
 KN0032_SETTING: 80 = SET IN A BOULDER
 KN0032_STAMPING: 5040 1910 45
 KN0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0032+STABILITY: SURFACE MOTION
 KN0032
 KN0032  HISTORY     - Date     Condition        Report By
 KN0032  HISTORY     - 1910     MONUMENTED       USGS
 KN0032  HISTORY     - 1934     MARK NOT FOUND   CGS
 KN0032
 KN0032                          STATION DESCRIPTION
 KN0032
 KN0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0032'9.4 MI NW FROM WOODSIDE.
 KN0032'9.4 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0032'FROM WOODSIDE, EMERY COUNTY, ABOUT 400 FEET WEST OF MILEPOST 590, AT
 KN0032'THE EAST END OF A CUT, AT THE NORTH EDGE OF THE RIGHT-OF-WAY, AND IN A
 KN0032'BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 KN0032'5040 1910 45.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DO6506 ***********************************************************************
 DO6506  DESIGNATION -  5041.9 US
 DO6506  PID         -  DO6506
 DO6506  STATE/COUNTY-  UT/KANE
 DO6506  COUNTRY     -  US
 DO6506  USGS QUAD   -  KANAB (2017)
 DO6506
 DO6506                         *CURRENT SURVEY CONTROL
 DO6506  ______________________________________________________________________
 DO6506* NAD 83(1986) POSITION- 37 04 46.6    (N) 112 32 20.1    (W)   HD_HELD2
 DO6506* NAVD 88 ORTHO HEIGHT -  1537.663 (meters)     5044.82  (feet) ADJUSTED
 DO6506  ______________________________________________________________________
 DO6506  GEOID HEIGHT    -        -21.970 (meters)                     GEOID18
 DO6506  DYNAMIC HEIGHT  -       1535.893 (meters)     5039.01  (feet) COMP
 DO6506  MODELED GRAVITY -    979,426.0   (mgal)                       NAVD 88
 DO6506
 DO6506  VERT ORDER      -  SECOND    CLASS II
 DO6506
 DO6506.The horizontal coordinates were established by autonomous hand held GPS
 DO6506.observations and have an estimated accuracy of +/- 10 meters.
 DO6506
 DO6506.The orthometric height was determined by differential leveling and
 DO6506.adjusted by the NATIONAL GEODETIC SURVEY
 DO6506.in April 2014.
 DO6506
 DO6506.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6506.GEOID18 height accuracy estimate available here.
 DO6506
 DO6506.Click photographs - Photos may exist for this station.
 DO6506
 DO6506.The dynamic height is computed by dividing the NAVD 88
 DO6506.geopotential number by the normal gravity value computed on the
 DO6506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6506.degrees latitude (g = 980.6199 gals.).
 DO6506
 DO6506.The modeled gravity was interpolated from observed gravity values.
 DO6506
 DO6506;                    North         East    Units  Estimated Accuracy
 DO6506;SPC UT S     - 3,046,343.      407,620.      MT  (+/- 10 meters HH2 GPS)
 DO6506
 DO6506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG6321104811(NAD 83)
 DO6506
 DO6506                          SUPERSEDED SURVEY CONTROL
 DO6506
 DO6506.No superseded survey control is available for this station.
 DO6506
 DO6506_MARKER: Q = CHISELED SQUARE
 DO6506_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DO6506_SP_SET: BRIDGE WING WALL
 DO6506_MARK LOGO: NONE
 DO6506_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO6506
 DO6506  HISTORY     - Date     Condition        Report By
 DO6506  HISTORY     - 19340130 MONUMENTED       USGS
 DO6506  HISTORY     - 19340205 GOOD             USGS
 DO6506
 DO6506                          STATION DESCRIPTION
 DO6506
 DO6506'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (EEH)
 DO6506'TO REACH FROM THE KANAB COURTHOUSE TRAVEL 2.5 MI (4.0 KM) NORTHWEST
 DO6506'ALONG US HIGHWAY 89.
 DO6506'
 DO6506'THE MARK IS LOCATED ON THE SOUTHWEST WING WALL OF A CONCRETE BRIDGE
 DO6506'OVER HOG CREEK.
 DO6506'
 DO6506'THE MARK IS A CHISELED SQUARE SET IN THE WALL OF A BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DO6505 ***********************************************************************
 DO6505  DESIGNATION -  5073.6 US
 DO6505  PID         -  DO6505
 DO6505  STATE/COUNTY-  UT/KANE
 DO6505  COUNTRY     -  US
 DO6505  USGS QUAD   -  KANAB (2017)
 DO6505
 DO6505                         *CURRENT SURVEY CONTROL
 DO6505  ______________________________________________________________________
 DO6505* NAD 83(1986) POSITION- 37 05 56.2    (N) 112 32 49.2    (W)   HD_HELD2
 DO6505* NAVD 88 ORTHO HEIGHT -  1547.356 (meters)     5076.62  (feet) ADJUSTED
 DO6505  ______________________________________________________________________
 DO6505  GEOID HEIGHT    -        -21.942 (meters)                     GEOID18
 DO6505  DYNAMIC HEIGHT  -       1545.569 (meters)     5070.75  (feet) COMP
 DO6505  MODELED GRAVITY -    979,421.8   (mgal)                       NAVD 88
 DO6505
 DO6505  VERT ORDER      -  SECOND    CLASS II
 DO6505
 DO6505.The horizontal coordinates were established by autonomous hand held GPS
 DO6505.observations and have an estimated accuracy of +/- 10 meters.
 DO6505
 DO6505.The orthometric height was determined by differential leveling and
 DO6505.adjusted by the NATIONAL GEODETIC SURVEY
 DO6505.in April 2014.
 DO6505
 DO6505.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6505.GEOID18 height accuracy estimate available here.
 DO6505
 DO6505.Click photographs - Photos may exist for this station.
 DO6505
 DO6505.The dynamic height is computed by dividing the NAVD 88
 DO6505.geopotential number by the normal gravity value computed on the
 DO6505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6505.degrees latitude (g = 980.6199 gals.).
 DO6505
 DO6505.The modeled gravity was interpolated from observed gravity values.
 DO6505
 DO6505;                    North         East    Units  Estimated Accuracy
 DO6505;SPC UT S     - 3,048,497.      406,926.      MT  (+/- 10 meters HH2 GPS)
 DO6505
 DO6505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG6252706968(NAD 83)
 DO6505
 DO6505                          SUPERSEDED SURVEY CONTROL
 DO6505
 DO6505.No superseded survey control is available for this station.
 DO6505
 DO6505_MARKER: Q = CHISELED SQUARE
 DO6505_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DO6505_SP_SET: BRIDGE WALL
 DO6505_MARK LOGO: NONE
 DO6505_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO6505+STABILITY: SURFACE MOTION
 DO6505
 DO6505  HISTORY     - Date     Condition        Report By
 DO6505  HISTORY     - 19340130 MONUMENTED       USGS
 DO6505  HISTORY     - 19340205 GOOD             USGS
 DO6505
 DO6505                          STATION DESCRIPTION
 DO6505
 DO6505'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (EEH)
 DO6505'TO REACH FROM THE KANAB COURTHOUSE TRAVEL 4 MI (6.4 KM) NORTHWEST
 DO6505'ALONG US HIGHWAY 89.
 DO6505'
 DO6505'THE MARK IS LOCATED ON THE SOUTHWEST WING WALL OF A CONCRETE BRIDGE.
 DO6505'
 DO6505'THE MARK IS A CHISELED SQUARE SET IN THE WALL OF A BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0007 ***********************************************************************
 LO0007  DESIGNATION -  5074.2
 LO0007  PID         -  LO0007
 LO0007  STATE/COUNTY-  UT/DUCHESNE
 LO0007  COUNTRY     -  US
 LO0007  USGS QUAD   -  MYTON (2017)
 LO0007
 LO0007                         *CURRENT SURVEY CONTROL
 LO0007  ______________________________________________________________________
 LO0007* NAD 83(1986) POSITION- 40 11 56.     (N) 110 03 49.     (W)   SCALED
 LO0007* NAVD 88 ORTHO HEIGHT -  1547.840 (meters)     5078.21  (feet) ADJUSTED
 LO0007  ______________________________________________________________________
 LO0007  GEOID HEIGHT    -        -17.786 (meters)                     GEOID18
 LO0007  DYNAMIC HEIGHT  -       1546.396 (meters)     5073.47  (feet) COMP
 LO0007  MODELED GRAVITY -    979,639.4   (mgal)                       NAVD 88
 LO0007
 LO0007  VERT ORDER      -  FIRST     CLASS II
 LO0007
 LO0007.The horizontal coordinates were scaled from a map and have
 LO0007.an estimated accuracy of +/- 6 seconds.
 LO0007
 LO0007.The orthometric height was determined by differential leveling and
 LO0007.adjusted by the NATIONAL GEODETIC SURVEY
 LO0007.in June 1991.
 LO0007
 LO0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0007.GEOID18 height accuracy estimate available here.
 LO0007
 LO0007.Click photographs - Photos may exist for this station.
 LO0007
 LO0007.The dynamic height is computed by dividing the NAVD 88
 LO0007.geopotential number by the normal gravity value computed on the
 LO0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0007.degrees latitude (g = 980.6199 gals.).
 LO0007
 LO0007.The modeled gravity was interpolated from observed gravity values.
 LO0007
 LO0007;                    North         East    Units  Estimated Accuracy
 LO0007;SPC UT C     - 2,208,100.      622,290.      MT  (+/- 180 meters Scaled)
 LO0007
 LO0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK796502(NAD 83)
 LO0007
 LO0007                          SUPERSEDED SURVEY CONTROL
 LO0007
 LO0007.No superseded survey control is available for this station.
 LO0007
 LO0007_MARKER: Q = CHISELED SQUARE
 LO0007_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0007_SP_SET: CULVERT HEADWALL
 LO0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0007+STABILITY: SURFACE MOTION
 LO0007
 LO0007  HISTORY     - Date     Condition        Report By
 LO0007  HISTORY     - UNK      MONUMENTED       USGS
 LO0007  HISTORY     - 1934     GOOD             CGS
 LO0007
 LO0007                          STATION DESCRIPTION
 LO0007
 LO0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0007'IN MYTON.
 LO0007'AT MYTON, DUCHESNE COUNTY, ON U.S. HIGHWAY 40, 20 FEET NORTHEAST OF
 LO0007'THE MYTON STORE, AT A CONCRETE CULVERT, ON THE TOP OF THE WEST HEAD
 LO0007'WALL, AND 25 FEET WEST OF THE HIGHWAY.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0383 ***********************************************************************
 JO0383  DESIGNATION -  5081
 JO0383  PID         -  JO0383
 JO0383  STATE/COUNTY-  UT/MILLARD
 JO0383  COUNTRY     -  US
 JO0383  USGS QUAD   -  FILLMORE (2017)
 JO0383
 JO0383                         *CURRENT SURVEY CONTROL
 JO0383  ______________________________________________________________________
 JO0383* NAD 83(1986) POSITION- 38 59 37.     (N) 112 19 14.     (W)   SCALED
 JO0383* NAVD 88 ORTHO HEIGHT -  1549.60  (+/-2cm)     5084.0   (feet) VERTCON3
 JO0383  ______________________________________________________________________
 JO0383  GEOID HEIGHT    -        -18.736 (meters)                     GEOID18
 JO0383  VERT ORDER      -  ? (See Below)
 JO0383
 JO0383.The horizontal coordinates were scaled from a map and have
 JO0383.an estimated accuracy of +/- 6 seconds.
 JO0383
 JO0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0383
 JO0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0383.GEOID18 height accuracy estimate available here.
 JO0383
 JO0383.The vertical order pertains to the NGVD 29 superseded value.
 JO0383
 JO0383.Click photographs - Photos may exist for this station.
 JO0383
 JO0383;                    North         East    Units  Estimated Accuracy
 JO0383;SPC UT C     - 2,073,630.      428,910.      MT  (+/- 180 meters Scaled)
 JO0383
 JO0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ856168(NAD 83)
 JO0383
 JO0383                          SUPERSEDED SURVEY CONTROL
 JO0383
 JO0383  NGVD 29 (??/??/92) 1548.478  (m)         5080.30   (f) ADJ UNCH       
 JO0383
 JO0383.Superseded values are not recommended for survey control.
 JO0383
 JO0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0383.See file dsdata.pdf to determine how the superseded data were derived.
 JO0383
 JO0383_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JO0383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JO0383_SP_SET: CULVERT
 JO0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0383
 JO0383  HISTORY     - Date     Condition        Report By
 JO0383  HISTORY     - UNK      MONUMENTED       USGS
 JO0383  HISTORY     - 1934     GOOD             CGS
 JO0383
 JO0383                          STATION DESCRIPTION
 JO0383
 JO0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0383'2.0 MI NE FROM FILLMORE.
 JO0383'ABOUT 2.0 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE COURTHOUSE AT
 JO0383'FILLMORE, MILLARD COUNTY, ABOUT 460 FEET NORTH OF THE CROSSING OF A
 JO0383'ROW OF POWER-TRANSMISSION LINE POLES, AT THE EAST EDGE OF THE HIGHWAY,
 JO0383'AT A CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF THE HEAD WALL.
 JO0383'A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0320 ***********************************************************************
 JO0320  DESIGNATION -  5084
 JO0320  PID         -  JO0320
 JO0320  STATE/COUNTY-  UT/BEAVER
 JO0320  COUNTRY     -  US
 JO0320  USGS QUAD   -  MILFORD (2017)
 JO0320
 JO0320                         *CURRENT SURVEY CONTROL
 JO0320  ______________________________________________________________________
 JO0320* NAD 83(1986) POSITION- 38 23 39.     (N) 113 00 36.     (W)   SCALED
 JO0320* NAVD 88 ORTHO HEIGHT -  1511.802 (meters)     4959.97  (feet) ADJUSTED
 JO0320  ______________________________________________________________________
 JO0320  GEOID HEIGHT    -        -20.950 (meters)                     GEOID18
 JO0320  DYNAMIC HEIGHT  -       1510.213 (meters)     4954.76  (feet) COMP
 JO0320  MODELED GRAVITY -    979,525.1   (mgal)                       NAVD 88
 JO0320  OBS GRAVITY     -    979,526.2   (mgal)                       GRAV_OBS
 JO0320
 JO0320  VERT ORDER      -  FIRST     CLASS I
 JO0320
 JO0320.The horizontal coordinates were scaled from a map and have
 JO0320.an estimated accuracy of +/- 6 seconds.
 JO0320
 JO0320.The orthometric height was determined by differential leveling and
 JO0320.adjusted by the NATIONAL GEODETIC SURVEY
 JO0320.in June 1991.
 JO0320
 JO0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0320.GEOID18 height accuracy estimate available here.
 JO0320
 JO0320.Click photographs - Photos may exist for this station.
 JO0320
 JO0320.The dynamic height is computed by dividing the NAVD 88
 JO0320.geopotential number by the normal gravity value computed on the
 JO0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0320.degrees latitude (g = 980.6199 gals.).
 JO0320
 JO0320.The modeled gravity was interpolated from observed gravity values.
 JO0320
 JO0320.The observed gravity was obtained from relative gravimeter ties
 JO0320.to the IGSN71 gravity network.
 JO0320
 JO0320;                    North         East    Units  Estimated Accuracy
 JO0320;SPC UT S     - 3,192,800.      368,090.      MT  (+/- 180 meters Scaled)
 JO0320
 JO0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH244514(NAD 83)
 JO0320
 JO0320                          SUPERSEDED SURVEY CONTROL
 JO0320
 JO0320  NGVD 29 (??/??/92) 1510.791  (m)         4956.65   (f) ADJ UNCH    1 1
 JO0320
 JO0320.Superseded values are not recommended for survey control.
 JO0320
 JO0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0320.See file dsdata.pdf to determine how the superseded data were derived.
 JO0320
 JO0320_MARKER: P = PIPE CAP
 JO0320_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JO0320_STAMPING: 4956.69
 JO0320_MARK LOGO: USGS
 JO0320_PROJECTION: RECESSED 46 CENTIMETERS
 JO0320_MAGNETIC: P = MARKER IS A STEEL PIPE
 JO0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0320
 JO0320  HISTORY     - Date     Condition        Report By
 JO0320  HISTORY     - 1904     MONUMENTED       USGS
 JO0320  HISTORY     - 1970     GOOD             NGS
 JO0320  HISTORY     - 1984     GOOD             NGS
 JO0320  HISTORY     - 19890301 GOOD             USGS
 JO0320
 JO0320                          STATION DESCRIPTION
 JO0320
 JO0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0320'IN MILFORD.
 JO0320'AT MILFORD, ALONG THE UNION PACIFIC RAILROAD, 306 1/2 FEET NORTHEAST
 JO0320'OF THE EAST CORNER OF THE STATION, 23.5 FEET NORTHWEST OF THE
 JO0320'NORTHWEST RAIL OF THE MAIN TRACK, 31.3 FEET SOUTHEAST OF THE SOUTHEAST
 JO0320'RAIL OF A SIDE TRACK, 215 FEET EAST OF THE CENTER OF THE JUNCTION OF
 JO0320'100 E STREET S. AND 400 S STREET E., 43.2 FEET NORTH-NORTHEAST OF THE
 JO0320'EAST CORNER OF A CYCLONE FENCE AROUND A TOWER, 141.6 FEET
 JO0320'SOUTH-SOUTHWEST OF THE SOUTH CORNER OF A LARGE ICE HOUSE BUILDING, 8.8
 JO0320'FEET NORTHWEST OF THE NORTHWEST EDGE OF AN ASPHALT SIDEWALK, 46.0 FEET
 JO0320'EAST-NORTHEAST OF THE NORTH CORNER OF A CYCLONE FENCE, ABOUT 1 1/2
 JO0320'FEET LOWER THAN THE TRACK, A CAP ON THE TOP OF AN IRON PIPE 1.5 FEET
 JO0320'UNDERGROUND.  SEC7, T28S, R 10W.  NOTE-- ACCESS TO THE MARK IS THRU
 JO0320'THE REMOVAL OF A 10-INCH STEEL COVER MARKED BM.
 JO0320
 JO0320                          STATION RECOVERY (1984)
 JO0320
 JO0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0320'RECOVERED IN GOOD CONDITION.
 JO0320
 JO0320                          STATION RECOVERY (1989)
 JO0320
 JO0320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (SDC)
 JO0320'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0306 ***********************************************************************
 JO0306  DESIGNATION -  5092
 JO0306  PID         -  JO0306
 JO0306  STATE/COUNTY-  UT/IRON
 JO0306  COUNTRY     -  US
 JO0306  USGS QUAD   -  LUND (2017)
 JO0306
 JO0306                         *CURRENT SURVEY CONTROL
 JO0306  ______________________________________________________________________
 JO0306* NAD 83(1986) POSITION- 38 00 28.5    (N) 113 25 57.8    (W)   HD_HELD2
 JO0306* NAVD 88 ORTHO HEIGHT -  1549.960 (meters)     5085.16  (feet) ADJUSTED
 JO0306  ______________________________________________________________________
 JO0306  GEOID HEIGHT    -        -22.335 (meters)                     GEOID18
 JO0306  DYNAMIC HEIGHT  -       1548.256 (meters)     5079.57  (feet) COMP
 JO0306  MODELED GRAVITY -    979,476.3   (mgal)                       NAVD 88
 JO0306
 JO0306  VERT ORDER      -  FIRST     CLASS II
 JO0306
 JO0306.The horizontal coordinates were established by autonomous hand held GPS
 JO0306.observations and have an estimated accuracy of +/- 10 meters.
 JO0306
 JO0306.The orthometric height was determined by differential leveling and
 JO0306.adjusted by the NATIONAL GEODETIC SURVEY
 JO0306.in June 1991.
 JO0306
 JO0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0306.GEOID18 height accuracy estimate available here.
 JO0306
 JO0306.Click photographs - Photos may exist for this station.
 JO0306
 JO0306.The dynamic height is computed by dividing the NAVD 88
 JO0306.geopotential number by the normal gravity value computed on the
 JO0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0306.degrees latitude (g = 980.6199 gals.).
 JO0306
 JO0306.The modeled gravity was interpolated from observed gravity values.
 JO0306
 JO0306;                    North         East    Units  Estimated Accuracy
 JO0306;SPC UT S     - 3,150,612.      330,282.      MT  (+/- 10 meters HH2 GPS)
 JO0306
 JO0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH8642009486(NAD 83)
 JO0306
 JO0306                          SUPERSEDED SURVEY CONTROL
 JO0306
 JO0306  NGVD 29 (??/??/92) 1548.854  (m)         5081.53   (f) ADJ UNCH    1 2
 JO0306
 JO0306.Superseded values are not recommended for survey control.
 JO0306
 JO0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0306.See file dsdata.pdf to determine how the superseded data were derived.
 JO0306
 JO0306_MARKER: P = PIPE CAP
 JO0306_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JO0306_STAMPING: 5081.532 R LUND
 JO0306_MARK LOGO: USGS
 JO0306_MAGNETIC: P = MARKER IS A STEEL PIPE
 JO0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0306+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2012
 JO0306
 JO0306  HISTORY     - Date     Condition        Report By
 JO0306  HISTORY     - 1905     MONUMENTED       USGS
 JO0306  HISTORY     - 1934     GOOD             CGS
 JO0306  HISTORY     - 20120229 GOOD             GEOCAC
 JO0306
 JO0306                          STATION DESCRIPTION
 JO0306
 JO0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0306'IN LUND.
 JO0306'AT LUND, IRON COUNTY, ON THE UNION PACIFIC RAILROAD, ABOUT 243 FEET
 JO0306'NORTHEAST OF THE OPERATORS OFFICE IN THE STATION, ABOUT 95 FEET
 JO0306'NORTHWEST OF THE CENTER LINE OF THE MAIN TRACK, IN THE SOUTHWEST ANGLE
 JO0306'OF THE LARGE Y, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL. A
 JO0306'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5081.532 R LUND
 JO0306'AND RIVETED TO THE TOP OF A 3-INCH IRON PIPE.
 JO0306
 JO0306                          STATION RECOVERY (2012)
 JO0306
 JO0306'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 JO0306'THE ORIGINAL ELEVATION-NAME '5092' CAN BE READ BELOW THE OVER-STAMPED
 JO0306''5081.532'.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0405 ***********************************************************************
 KM0405  DESIGNATION -  51 FMK
 KM0405  PID         -  KM0405
 KM0405  STATE/COUNTY-  UT/GRAND
 KM0405  COUNTRY     -  US
 KM0405  USGS QUAD   -  BRYSON CANYON (2017)
 KM0405
 KM0405                         *CURRENT SURVEY CONTROL
 KM0405  ______________________________________________________________________
 KM0405* NAD 83(1986) POSITION- 39 15 05.     (N) 109 14 03.     (W)   SCALED
 KM0405* NAVD 88 ORTHO HEIGHT -  1501.515 (meters)     4926.22  (feet) POSTED
 KM0405  ______________________________________________________________________
 KM0405  GEOID HEIGHT    -        -17.910 (meters)                     GEOID18
 KM0405  DYNAMIC HEIGHT  -       1500.04  (meters)     4921.4   (feet) COMP
 KM0405  MODELED GRAVITY -    979,594.4   (mgal)                       NAVD 88
 KM0405
 KM0405  VERT ORDER      -  * POSTED, SEE BELOW
 KM0405
 KM0405.The horizontal coordinates were scaled from a map and have
 KM0405.an estimated accuracy of +/- 6 seconds.
 KM0405
 KM0405.The orthometric height was determined by differential leveling
 KM0405.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0405
 KM0405.* This is a POSTED BENCH MARK height.
 KM0405
 KM0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0405.GEOID18 height accuracy estimate available here.
 KM0405
 KM0405.Click photographs - Photos may exist for this station.
 KM0405
 KM0405.The dynamic height is computed by dividing the NAVD 88
 KM0405.geopotential number by the normal gravity value computed on the
 KM0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0405.degrees latitude (g = 980.6199 gals.).
 KM0405
 KM0405.The modeled gravity was interpolated from observed gravity values.
 KM0405
 KM0405;                    North         East    Units  Estimated Accuracy
 KM0405;SPC UT C     - 2,104,400.      695,550.      MT  (+/- 180 meters Scaled)
 KM0405
 KM0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ523461(NAD 83)
 KM0405
 KM0405                          SUPERSEDED SURVEY CONTROL
 KM0405
 KM0405.No superseded survey control is available for this station.
 KM0405
 KM0405_MARKER: DD = SURVEY DISK
 KM0405_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0405_STAMPING: 51 FMK 1969 4923
 KM0405_MARK LOGO: USGS
 KM0405_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0405+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2008
 KM0405
 KM0405  HISTORY     - Date     Condition        Report By
 KM0405  HISTORY     - 1969     MONUMENTED       USGS
 KM0405  HISTORY     - 20051206 GOOD             GEOCAC
 KM0405  HISTORY     - 20080709 GOOD             INDIV
 KM0405
 KM0405                          STATION DESCRIPTION
 KM0405
 KM0405'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0405'FROM MACK, COLORADO, PROCEED 15.6 MILES NORTHWEST ALONG U. S.
 KM0405'HIGHWAYS 6 AND 50, THENCE 8.1 MILES NORTHWEST ALONG COUNTY DIRT ROAD,
 KM0405'0.1 MILE NORTH OF AN OLD RANCH HOUSE, 54 FEET NORTH OF THE CENTERLINE
 KM0405'OF THE ROAD, WITNESS POST SET NEAR BENCH MARK, SET ON 30 FEET OF
 KM0405'COPPER COATED STEEL ROD ENCASED IN A 6-INCH CONCRETE PIPE WHICH IS
 KM0405'FLUSH WITH THE GROUND.
 KM0405
 KM0405                          STATION RECOVERY (2005)
 KM0405
 KM0405'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0405'RECOVERED IN GOOD CONDITION.
 KM0405
 KM0405                          STATION RECOVERY (2008)
 KM0405
 KM0405'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (RCW)
 KM0405'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0005 ***********************************************************************
 LO0005  DESIGNATION -  5102.0
 LO0005  PID         -  LO0005
 LO0005  STATE/COUNTY-  UT/DUCHESNE
 LO0005  COUNTRY     -  US
 LO0005  USGS QUAD   -  MYTON (2017)
 LO0005
 LO0005                         *CURRENT SURVEY CONTROL
 LO0005  ______________________________________________________________________
 LO0005* NAD 83(1986) POSITION- 40 12 40.     (N) 110 04 04.     (W)   SCALED
 LO0005* NAVD 88 ORTHO HEIGHT -  1556.420 (meters)     5106.35  (feet) ADJUSTED
 LO0005  ______________________________________________________________________
 LO0005  GEOID HEIGHT    -        -17.740 (meters)                     GEOID18
 LO0005  DYNAMIC HEIGHT  -       1554.960 (meters)     5101.56  (feet) COMP
 LO0005  MODELED GRAVITY -    979,634.6   (mgal)                       NAVD 88
 LO0005
 LO0005  VERT ORDER      -  FIRST     CLASS II
 LO0005
 LO0005.The horizontal coordinates were scaled from a map and have
 LO0005.an estimated accuracy of +/- 6 seconds.
 LO0005
 LO0005.The orthometric height was determined by differential leveling and
 LO0005.adjusted by the NATIONAL GEODETIC SURVEY
 LO0005.in June 1991.
 LO0005
 LO0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0005.GEOID18 height accuracy estimate available here.
 LO0005
 LO0005.Click photographs - Photos may exist for this station.
 LO0005
 LO0005.The dynamic height is computed by dividing the NAVD 88
 LO0005.geopotential number by the normal gravity value computed on the
 LO0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0005.degrees latitude (g = 980.6199 gals.).
 LO0005
 LO0005.The modeled gravity was interpolated from observed gravity values.
 LO0005
 LO0005;                    North         East    Units  Estimated Accuracy
 LO0005;SPC UT C     - 2,209,450.      621,910.      MT  (+/- 180 meters Scaled)
 LO0005
 LO0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK793516(NAD 83)
 LO0005
 LO0005                          SUPERSEDED SURVEY CONTROL
 LO0005
 LO0005  NGVD 29 (??/??/92) 1555.177  (m)         5102.28   (f) ADJ UNCH    1 2
 LO0005
 LO0005.Superseded values are not recommended for survey control.
 LO0005
 LO0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0005.See file dsdata.pdf to determine how the superseded data were derived.
 LO0005
 LO0005_MARKER: S = SPIKE
 LO0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0005_SP_SET: POLE
 LO0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0005
 LO0005  HISTORY     - Date     Condition        Report By
 LO0005  HISTORY     - UNK      MONUMENTED       USGS
 LO0005  HISTORY     - 1934     GOOD             CGS
 LO0005
 LO0005                          STATION DESCRIPTION
 LO0005
 LO0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0005'1.3 MI NE FROM MYTON.
 LO0005'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM MYTON, DUCHESNE COUNTY,
 LO0005'33 FEET WEST OF A POINT 33 FEET SOUTH OF A ROAD CROSSING, AND IN A
 LO0005'POLE PAINTED USBM 5102.0.  A TRACK SPIKE
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0113 ***********************************************************************
 KO0113  DESIGNATION -  5108
 KO0113  PID         -  KO0113
 KO0113  STATE/COUNTY-  UT/MILLARD
 KO0113  COUNTRY     -  US
 KO0113  USGS QUAD   -  HOLDEN (2017)
 KO0113
 KO0113                         *CURRENT SURVEY CONTROL
 KO0113  ______________________________________________________________________
 KO0113* NAD 83(1986) POSITION- 39 06 10.     (N) 112 16 15.     (W)   SCALED
 KO0113* NAVD 88 ORTHO HEIGHT -  1557.639 (meters)     5110.35  (feet) ADJUSTED
 KO0113  ______________________________________________________________________
 KO0113  GEOID HEIGHT    -        -18.571 (meters)                     GEOID18
 KO0113  DYNAMIC HEIGHT  -       1556.141 (meters)     5105.44  (feet) COMP
 KO0113  MODELED GRAVITY -    979,611.0   (mgal)                       NAVD 88
 KO0113
 KO0113  VERT ORDER      -  SECOND    CLASS 0
 KO0113
 KO0113.The horizontal coordinates were scaled from a map and have
 KO0113.an estimated accuracy of +/- 6 seconds.
 KO0113
 KO0113.The orthometric height was determined by differential leveling and
 KO0113.adjusted by the NATIONAL GEODETIC SURVEY
 KO0113.in June 1991.
 KO0113
 KO0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0113.GEOID18 height accuracy estimate available here.
 KO0113
 KO0113.Click photographs - Photos may exist for this station.
 KO0113
 KO0113.The dynamic height is computed by dividing the NAVD 88
 KO0113.geopotential number by the normal gravity value computed on the
 KO0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0113.degrees latitude (g = 980.6199 gals.).
 KO0113
 KO0113.The modeled gravity was interpolated from observed gravity values.
 KO0113
 KO0113;                    North         East    Units  Estimated Accuracy
 KO0113;SPC UT C     - 2,085,710.      433,320.      MT  (+/- 180 meters Scaled)
 KO0113
 KO0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ901289(NAD 83)
 KO0113
 KO0113                          SUPERSEDED SURVEY CONTROL
 KO0113
 KO0113  NGVD 29 (??/??/92) 1556.538  (m)         5106.74   (f) ADJ UNCH    2 0
 KO0113
 KO0113.Superseded values are not recommended for survey control.
 KO0113
 KO0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0113.See file dsdata.pdf to determine how the superseded data were derived.
 KO0113
 KO0113_MARKER: Q = CHISELED SQUARE
 KO0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KO0113_SP_SET: CULVERT
 KO0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0113
 KO0113  HISTORY     - Date     Condition        Report By
 KO0113  HISTORY     - UNK      MONUMENTED       USGS
 KO0113  HISTORY     - 1934     GOOD             CGS
 KO0113  HISTORY     - 20210621 MARK NOT FOUND   NGSTM
 KO0113
 KO0113                          STATION DESCRIPTION
 KO0113
 KO0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0113'IN HOLDEN.
 KO0113'AT HOLDEN, MILLARD COUNTY, AT THE SOUTHEAST CORNER OF THE INTERSECTION
 KO0113'OF U.S. HIGHWAY 91 WITH THE MAIN ROAD LEADING WEST TO DELTA, AT A
 KO0113'CONCRETE CULVERT, AND ON THE TOP OF THE HEAD WALL.  A CHISELED SQUARE.
 KO0113
 KO0113                          STATION RECOVERY (2021)
 KO0113
 KO0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2021 (DW)
 KO0113'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0110 ***********************************************************************
 KO0110  DESIGNATION -  5124
 KO0110  PID         -  KO0110
 KO0110  STATE/COUNTY-  UT/MILLARD
 KO0110  COUNTRY     -  US
 KO0110  USGS QUAD   -  HOLDEN (2017)
 KO0110
 KO0110                         *CURRENT SURVEY CONTROL
 KO0110  ______________________________________________________________________
 KO0110* NAD 83(1986) POSITION- 39 05 17.     (N) 112 16 22.     (W)   SCALED
 KO0110* NAVD 88 ORTHO HEIGHT -  1562.517 (meters)     5126.36  (feet) ADJUSTED
 KO0110  ______________________________________________________________________
 KO0110  GEOID HEIGHT    -        -18.578 (meters)                     GEOID18
 KO0110  DYNAMIC HEIGHT  -       1561.011 (meters)     5121.42  (feet) COMP
 KO0110  MODELED GRAVITY -    979,608.4   (mgal)                       NAVD 88
 KO0110
 KO0110  VERT ORDER      -  SECOND    CLASS 0
 KO0110
 KO0110.The horizontal coordinates were scaled from a map and have
 KO0110.an estimated accuracy of +/- 6 seconds.
 KO0110
 KO0110.The orthometric height was determined by differential leveling and
 KO0110.adjusted by the NATIONAL GEODETIC SURVEY
 KO0110.in June 1991.
 KO0110
 KO0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0110.GEOID18 height accuracy estimate available here.
 KO0110
 KO0110.Click photographs - Photos may exist for this station.
 KO0110
 KO0110.The dynamic height is computed by dividing the NAVD 88
 KO0110.geopotential number by the normal gravity value computed on the
 KO0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0110.degrees latitude (g = 980.6199 gals.).
 KO0110
 KO0110.The modeled gravity was interpolated from observed gravity values.
 KO0110
 KO0110;                    North         East    Units  Estimated Accuracy
 KO0110;SPC UT C     - 2,084,080.      433,140.      MT  (+/- 180 meters Scaled)
 KO0110
 KO0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ899273(NAD 83)
 KO0110
 KO0110                          SUPERSEDED SURVEY CONTROL
 KO0110
 KO0110  NGVD 29 (??/??/92) 1561.412  (m)         5122.73   (f) ADJ UNCH    2 0
 KO0110
 KO0110.Superseded values are not recommended for survey control.
 KO0110
 KO0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0110.See file dsdata.pdf to determine how the superseded data were derived.
 KO0110
 KO0110_MARKER: Q = CHISELED SQUARE
 KO0110_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0110_SP_SET: CULVERT HEADWALL
 KO0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0110+STABILITY: SURFACE MOTION
 KO0110
 KO0110  HISTORY     - Date     Condition        Report By
 KO0110  HISTORY     - UNK      MONUMENTED       USGS
 KO0110  HISTORY     - 1934     GOOD             CGS
 KO0110
 KO0110                          STATION DESCRIPTION
 KO0110
 KO0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0110'1.2 MI SW FROM HOLDEN.
 KO0110'ABOUT 1.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE JUNCTION WITH
 KO0110'A ROAD LEADING WEST TO DELTA AT HOLDEN, MILLARD COUNTY, ABOUT 240 FEET
 KO0110'SOUTH OF THE FORK IN A ROAD LEADING SOUTHEAST, AT THE EAST EDGE OF THE
 KO0110'HIGHWAY, AT A CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF THE
 KO0110'HEAD WALL.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0282 ***********************************************************************
 JM0282  DESIGNATION -  5132
 JM0282  PID         -  JM0282
 JM0282  STATE/COUNTY-  UT/GRAND
 JM0282  COUNTRY     -  US
 JM0282  USGS QUAD   -  THOMPSON SPRINGS (2017)
 JM0282
 JM0282                         *CURRENT SURVEY CONTROL
 JM0282  ______________________________________________________________________
 JM0282* NAD 83(1986) POSITION- 38 58 17.     (N) 109 42 58.     (W)   SCALED
 JM0282* NAVD 88 ORTHO HEIGHT -  1566.082 (meters)     5138.05  (feet) ADJUSTED
 JM0282  ______________________________________________________________________
 JM0282  GEOID HEIGHT    -        -19.844 (meters)                     GEOID18
 JM0282  DYNAMIC HEIGHT  -       1564.475 (meters)     5132.78  (feet) COMP
 JM0282  MODELED GRAVITY -    979,547.2   (mgal)                       NAVD 88
 JM0282
 JM0282  VERT ORDER      -  FIRST     CLASS II
 JM0282
 JM0282.The horizontal coordinates were scaled from a map and have
 JM0282.an estimated accuracy of +/- 6 seconds.
 JM0282
 JM0282.The orthometric height was determined by differential leveling and
 JM0282.adjusted by the NATIONAL GEODETIC SURVEY
 JM0282.in June 1991.
 JM0282
 JM0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0282.GEOID18 height accuracy estimate available here.
 JM0282
 JM0282.Click photographs - Photos may exist for this station.
 JM0282
 JM0282.The dynamic height is computed by dividing the NAVD 88
 JM0282.geopotential number by the normal gravity value computed on the
 JM0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0282.degrees latitude (g = 980.6199 gals.).
 JM0282
 JM0282.The modeled gravity was interpolated from observed gravity values.
 JM0282
 JM0282;                    North         East    Units  Estimated Accuracy
 JM0282;SPC UT C     - 2,072,380.      654,590.      MT  (+/- 180 meters Scaled)
 JM0282
 JM0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ112143(NAD 83)
 JM0282
 JM0282                          SUPERSEDED SURVEY CONTROL
 JM0282
 JM0282  NGVD 29 (??/??/92) 1565.005  (m)         5134.52   (f) ADJ UNCH    1 2
 JM0282
 JM0282.Superseded values are not recommended for survey control.
 JM0282
 JM0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0282.See file dsdata.pdf to determine how the superseded data were derived.
 JM0282
 JM0282_MARKER: DB = BENCH MARK DISK
 JM0282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JM0282_SP_SET: ABUTMENT
 JM0282_STAMPING: 5132 1910 62
 JM0282_MARK LOGO: USGS
 JM0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JM0282
 JM0282  HISTORY     - Date     Condition        Report By
 JM0282  HISTORY     - 1910     MONUMENTED       USGS
 JM0282  HISTORY     - 1934     GOOD             CGS
 JM0282  HISTORY     - 20091029 MARK NOT FOUND   GEOCAC
 JM0282
 JM0282                          STATION DESCRIPTION
 JM0282
 JM0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0282'IN THOMPSON.
 JM0282'AT THOMPSON, GRAND COUNTY, ABOUT 140 YARDS WEST OF THE DENVER AND RIO
 JM0282'GRANDE WESTERN RAILROAD STATION, AND IN THE SOUTHEAST CORNER OF THE
 JM0282'CONCRETE ABUTMENT OF BRIDGE 528 A.  A UNITED STATES GEOLOGICAL SURVEY
 JM0282'STANDARD DISK, STAMPED 5132 1910 62.
 JM0282
 JM0282                          STATION RECOVERY (2009)
 JM0282
 JM0282'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0282'THIS BRIDGE HAS HAD NUMEROUS ADDITIONS AND REPAIRS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DO6504 ***********************************************************************
 DO6504  DESIGNATION -  5132.9 US
 DO6504  PID         -  DO6504
 DO6504  STATE/COUNTY-  UT/KANE
 DO6504  COUNTRY     -  US
 DO6504  USGS QUAD   -  KANAB (2017)
 DO6504
 DO6504                         *CURRENT SURVEY CONTROL
 DO6504  ______________________________________________________________________
 DO6504* NAD 83(1986) POSITION- 37 06 21.4    (N) 112 32 56.5    (W)   HD_HELD2
 DO6504* NAVD 88 ORTHO HEIGHT -  1565.418 (meters)     5135.88  (feet) ADJUSTED
 DO6504  ______________________________________________________________________
 DO6504  GEOID HEIGHT    -        -21.935 (meters)                     GEOID18
 DO6504  DYNAMIC HEIGHT  -       1563.609 (meters)     5129.94  (feet) COMP
 DO6504  MODELED GRAVITY -    979,420.7   (mgal)                       NAVD 88
 DO6504
 DO6504  VERT ORDER      -  SECOND    CLASS II
 DO6504
 DO6504.The horizontal coordinates were established by autonomous hand held GPS
 DO6504.observations and have an estimated accuracy of +/- 10 meters.
 DO6504
 DO6504.The orthometric height was determined by differential leveling and
 DO6504.adjusted by the NATIONAL GEODETIC SURVEY
 DO6504.in April 2014.
 DO6504
 DO6504.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6504.GEOID18 height accuracy estimate available here.
 DO6504
 DO6504.Click photographs - Photos may exist for this station.
 DO6504
 DO6504.The dynamic height is computed by dividing the NAVD 88
 DO6504.geopotential number by the normal gravity value computed on the
 DO6504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6504.degrees latitude (g = 980.6199 gals.).
 DO6504
 DO6504.The modeled gravity was interpolated from observed gravity values.
 DO6504
 DO6504;                    North         East    Units  Estimated Accuracy
 DO6504;SPC UT S     - 3,049,276.      406,754.      MT  (+/- 10 meters HH2 GPS)
 DO6504
 DO6504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG6236007747(NAD 83)
 DO6504
 DO6504                          SUPERSEDED SURVEY CONTROL
 DO6504
 DO6504.No superseded survey control is available for this station.
 DO6504
 DO6504_MARKER: Q = CHISELED SQUARE
 DO6504_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO6504_SP_SET: CULVERT HEADWALL
 DO6504_MARK LOGO: NONE
 DO6504_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO6504+STABILITY: SURFACE MOTION
 DO6504
 DO6504  HISTORY     - Date     Condition        Report By
 DO6504  HISTORY     - 19340130 MONUMENTED       USGS
 DO6504  HISTORY     - 19340205 GOOD             USGS
 DO6504
 DO6504                          STATION DESCRIPTION
 DO6504
 DO6504'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (EEH)
 DO6504'TO REACH FROM THE KANAB COURTHOUSE TRAVEL 4.5 MI (7.2 KM) NORTHWEST
 DO6504'ALONG US HIGHWAY 89.
 DO6504'
 DO6504'THE MARK IS LOCATED ON THE WEST EDGE OF AN ANGLE IN THE HIGHWAY.
 DO6504'
 DO6504'THE MARK IS A CHISELED SQUARE SET IN THE CENTER HEADWALL OF A CONCRETE
 DO6504'CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0058 ***********************************************************************
 JO0058  DESIGNATION -  5139
 JO0058  PID         -  JO0058
 JO0058  STATE/COUNTY-  UT/MILLARD
 JO0058  COUNTRY     -  US
 JO0058  USGS QUAD   -  FILLMORE (2017)
 JO0058
 JO0058                         *CURRENT SURVEY CONTROL
 JO0058  ______________________________________________________________________
 JO0058* NAD 83(1986) POSITION- 38 57 28.     (N) 112 19 33.     (W)   SCALED
 JO0058* NAVD 88 ORTHO HEIGHT -  1567.195 (meters)     5141.71  (feet) ADJUSTED
 JO0058  ______________________________________________________________________
 JO0058  GEOID HEIGHT    -        -18.740 (meters)                     GEOID18
 JO0058  DYNAMIC HEIGHT  -       1565.656 (meters)     5136.66  (feet) COMP
 JO0058  MODELED GRAVITY -    979,590.5   (mgal)                       NAVD 88
 JO0058
 JO0058  VERT ORDER      -  SECOND    CLASS 0
 JO0058
 JO0058.The horizontal coordinates were scaled from a map and have
 JO0058.an estimated accuracy of +/- 6 seconds.
 JO0058
 JO0058.The orthometric height was determined by differential leveling and
 JO0058.adjusted by the NATIONAL GEODETIC SURVEY
 JO0058.in June 1991.
 JO0058
 JO0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0058.GEOID18 height accuracy estimate available here.
 JO0058
 JO0058.Click photographs - Photos may exist for this station.
 JO0058
 JO0058.The dynamic height is computed by dividing the NAVD 88
 JO0058.geopotential number by the normal gravity value computed on the
 JO0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0058.degrees latitude (g = 980.6199 gals.).
 JO0058
 JO0058.The modeled gravity was interpolated from observed gravity values.
 JO0058
 JO0058;                    North         East    Units  Estimated Accuracy
 JO0058;SPC UT C     - 2,069,660.      428,420.      MT  (+/- 180 meters Scaled)
 JO0058
 JO0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ851129(NAD 83)
 JO0058
 JO0058                          SUPERSEDED SURVEY CONTROL
 JO0058
 JO0058  NGVD 29 (??/??/92) 1566.074  (m)         5138.03   (f) ADJ UNCH    2 0
 JO0058
 JO0058.Superseded values are not recommended for survey control.
 JO0058
 JO0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0058.See file dsdata.pdf to determine how the superseded data were derived.
 JO0058
 JO0058_MARKER: Q = CHISELED SQUARE
 JO0058_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0058_SP_SET: CULVERT HEADWALL
 JO0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0058+STABILITY: SURFACE MOTION
 JO0058
 JO0058  HISTORY     - Date     Condition        Report By
 JO0058  HISTORY     - UNK      MONUMENTED       USGS
 JO0058  HISTORY     - 1934     GOOD             CGS
 JO0058
 JO0058                          STATION DESCRIPTION
 JO0058
 JO0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0058'0.8 MI SW FROM FILLMORE.
 JO0058'ABOUT 0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE COURTHOUSE AT
 JO0058'FILLMORE, MILLARD COUNTY, AT THE SOUTH EDGE OF THE HIGHWAY, AT AN
 JO0058'ENTERING FILLMORE ROAD SIGN, AT A CONCRETE CULVERT, AND ON THE CENTER
 JO0058'OF THE TOP OF A HEAD WALL.  A CHISELED SQUARE, MARKED U.S.B.M. 5139.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0108 ***********************************************************************
 KO0108  DESIGNATION -  5141
 KO0108  PID         -  KO0108
 KO0108  STATE/COUNTY-  UT/MILLARD
 KO0108  COUNTRY     -  US
 KO0108  USGS QUAD   -  HOLDEN (2017)
 KO0108
 KO0108                         *CURRENT SURVEY CONTROL
 KO0108  ______________________________________________________________________
 KO0108* NAD 83(1986) POSITION- 39 03 29.     (N) 112 17 12.     (W)   SCALED
 KO0108* NAVD 88 ORTHO HEIGHT -  1567.693 (meters)     5143.34  (feet) ADJUSTED
 KO0108  ______________________________________________________________________
 KO0108  GEOID HEIGHT    -        -18.621 (meters)                     GEOID18
 KO0108  DYNAMIC HEIGHT  -       1566.181 (meters)     5138.38  (feet) COMP
 KO0108  MODELED GRAVITY -    979,607.8   (mgal)                       NAVD 88
 KO0108
 KO0108  VERT ORDER      -  SECOND    CLASS 0
 KO0108
 KO0108.The horizontal coordinates were scaled from a map and have
 KO0108.an estimated accuracy of +/- 6 seconds.
 KO0108
 KO0108.The orthometric height was determined by differential leveling and
 KO0108.adjusted by the NATIONAL GEODETIC SURVEY
 KO0108.in June 1991.
 KO0108
 KO0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0108.GEOID18 height accuracy estimate available here.
 KO0108
 KO0108.Click photographs - Photos may exist for this station.
 KO0108
 KO0108.The dynamic height is computed by dividing the NAVD 88
 KO0108.geopotential number by the normal gravity value computed on the
 KO0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0108.degrees latitude (g = 980.6199 gals.).
 KO0108
 KO0108.The modeled gravity was interpolated from observed gravity values.
 KO0108
 KO0108;                    North         East    Units  Estimated Accuracy
 KO0108;SPC UT C     - 2,080,760.      431,910.      MT  (+/- 180 meters Scaled)
 KO0108
 KO0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ886240(NAD 83)
 KO0108
 KO0108                          SUPERSEDED SURVEY CONTROL
 KO0108
 KO0108  NGVD 29 (??/??/92) 1566.586  (m)         5139.71   (f) ADJ UNCH    2 0
 KO0108
 KO0108.Superseded values are not recommended for survey control.
 KO0108
 KO0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0108.See file dsdata.pdf to determine how the superseded data were derived.
 KO0108
 KO0108_MARKER: Q = CHISELED SQUARE
 KO0108_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0108_SP_SET: CULVERT HEADWALL
 KO0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0108+STABILITY: SURFACE MOTION
 KO0108
 KO0108  HISTORY     - Date     Condition        Report By
 KO0108  HISTORY     - UNK      MONUMENTED       USGS
 KO0108  HISTORY     - 1934     GOOD             CGS
 KO0108
 KO0108                          STATION DESCRIPTION
 KO0108
 KO0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0108'3.2 MI SW FROM HOLDEN.
 KO0108'ABOUT 3.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE JUNCTION WITH
 KO0108'THE ROAD LEADING WEST TO DELTA AT HOLDEN, MILLARD COUNTY, ABOUT 500
 KO0108'FEET SOUTH OF A FENCE CORNER, AT THE NORTH EDGE OF THE HIGHWAY, AT A
 KO0108'CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF THE HEAD WALL. A
 KO0108'CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0104 ***********************************************************************
 KO0104  DESIGNATION -  5148
 KO0104  PID         -  KO0104
 KO0104  STATE/COUNTY-  UT/MILLARD
 KO0104  COUNTRY     -  US
 KO0104  USGS QUAD   -  HOLDEN (2017)
 KO0104
 KO0104                         *CURRENT SURVEY CONTROL
 KO0104  ______________________________________________________________________
 KO0104* NAD 83(1986) POSITION- 39 00 32.     (N) 112 18 33.     (W)   SCALED
 KO0104* NAVD 88 ORTHO HEIGHT -  1569.815 (meters)     5150.30  (feet) ADJUSTED
 KO0104  ______________________________________________________________________
 KO0104  GEOID HEIGHT    -        -18.684 (meters)                     GEOID18
 KO0104  DYNAMIC HEIGHT  -       1568.273 (meters)     5145.24  (feet) COMP
 KO0104  MODELED GRAVITY -    979,590.2   (mgal)                       NAVD 88
 KO0104
 KO0104  VERT ORDER      -  SECOND    CLASS 0
 KO0104
 KO0104.The horizontal coordinates were scaled from a map and have
 KO0104.an estimated accuracy of +/- 6 seconds.
 KO0104
 KO0104.The orthometric height was determined by differential leveling and
 KO0104.adjusted by the NATIONAL GEODETIC SURVEY
 KO0104.in June 1991.
 KO0104
 KO0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0104.GEOID18 height accuracy estimate available here.
 KO0104
 KO0104.Click photographs - Photos may exist for this station.
 KO0104
 KO0104.The dynamic height is computed by dividing the NAVD 88
 KO0104.geopotential number by the normal gravity value computed on the
 KO0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0104.degrees latitude (g = 980.6199 gals.).
 KO0104
 KO0104.The modeled gravity was interpolated from observed gravity values.
 KO0104
 KO0104;                    North         East    Units  Estimated Accuracy
 KO0104;SPC UT C     - 2,075,320.      429,910.      MT  (+/- 180 meters Scaled)
 KO0104
 KO0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ866185(NAD 83)
 KO0104
 KO0104                          SUPERSEDED SURVEY CONTROL
 KO0104
 KO0104  NGVD 29 (??/??/92) 1568.683  (m)         5146.59   (f) ADJ UNCH    2 0
 KO0104
 KO0104.Superseded values are not recommended for survey control.
 KO0104
 KO0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0104.See file dsdata.pdf to determine how the superseded data were derived.
 KO0104
 KO0104_MARKER: Q = CHISELED SQUARE
 KO0104_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0104_SP_SET: CULVERT HEADWALL
 KO0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0104+STABILITY: SURFACE MOTION
 KO0104
 KO0104  HISTORY     - Date     Condition        Report By
 KO0104  HISTORY     - UNK      MONUMENTED       USGS
 KO0104  HISTORY     - 1934     GOOD             CGS
 KO0104
 KO0104                          STATION DESCRIPTION
 KO0104
 KO0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0104'2.9 MI NE FROM FILLMORE.
 KO0104'ABOUT 2.9 MILES NORTHEAST U.S. HIGHWAY 91 FROM THE COURTHOUSE AT
 KO0104'FILLMORE, MILLARD COUNTY, AT THE EAST EDGE OF THE HIGHWAY, OPPOSITE A
 KO0104'FENCE CORNER, AT A CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF
 KO0104'THE HEAD WALL.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0106 ***********************************************************************
 KO0106  DESIGNATION -  5159
 KO0106  PID         -  KO0106
 KO0106  STATE/COUNTY-  UT/MILLARD
 KO0106  COUNTRY     -  US
 KO0106  USGS QUAD   -  HOLDEN (2017)
 KO0106
 KO0106                         *CURRENT SURVEY CONTROL
 KO0106  ______________________________________________________________________
 KO0106* NAD 83(1986) POSITION- 39 02 10.     (N) 112 17 45.     (W)   SCALED
 KO0106* NAVD 88 ORTHO HEIGHT -  1573.353 (meters)     5161.91  (feet) ADJUSTED
 KO0106  ______________________________________________________________________
 KO0106  GEOID HEIGHT    -        -18.641 (meters)                     GEOID18
 KO0106  DYNAMIC HEIGHT  -       1571.830 (meters)     5156.91  (feet) COMP
 KO0106  MODELED GRAVITY -    979,604.2   (mgal)                       NAVD 88
 KO0106
 KO0106  VERT ORDER      -  SECOND    CLASS 0
 KO0106
 KO0106.The horizontal coordinates were scaled from a map and have
 KO0106.an estimated accuracy of +/- 6 seconds.
 KO0106
 KO0106.The orthometric height was determined by differential leveling and
 KO0106.adjusted by the NATIONAL GEODETIC SURVEY
 KO0106.in June 1991.
 KO0106
 KO0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0106.GEOID18 height accuracy estimate available here.
 KO0106
 KO0106.Click photographs - Photos may exist for this station.
 KO0106
 KO0106.The dynamic height is computed by dividing the NAVD 88
 KO0106.geopotential number by the normal gravity value computed on the
 KO0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0106.degrees latitude (g = 980.6199 gals.).
 KO0106
 KO0106.The modeled gravity was interpolated from observed gravity values.
 KO0106
 KO0106;                    North         East    Units  Estimated Accuracy
 KO0106;SPC UT C     - 2,078,330.      431,100.      MT  (+/- 180 meters Scaled)
 KO0106
 KO0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ878215(NAD 83)
 KO0106
 KO0106                          SUPERSEDED SURVEY CONTROL
 KO0106
 KO0106  NGVD 29 (??/??/92) 1572.243  (m)         5158.27   (f) ADJ UNCH    2 0
 KO0106
 KO0106.Superseded values are not recommended for survey control.
 KO0106
 KO0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0106.See file dsdata.pdf to determine how the superseded data were derived.
 KO0106
 KO0106_MARKER: Q = CHISELED SQUARE
 KO0106_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0106_SP_SET: CULVERT HEADWALL
 KO0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0106+STABILITY: SURFACE MOTION
 KO0106
 KO0106  HISTORY     - Date     Condition        Report By
 KO0106  HISTORY     - UNK      MONUMENTED       USGS
 KO0106  HISTORY     - 1934     GOOD             CGS
 KO0106
 KO0106                          STATION DESCRIPTION
 KO0106
 KO0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0106'4.9 MI NE FROM FILLMORE.
 KO0106'ABOUT 4.9 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE COURTHOUSE AT
 KO0106'FILLMORE, MILLARD COUNTY, AT THE EAST EDGE OF THE HIGHWAY, AT A
 KO0106'CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF THE HEAD WALL.  A
 KO0106'CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0107 ***********************************************************************
 KO0107  DESIGNATION -  5168
 KO0107  PID         -  KO0107
 KO0107  STATE/COUNTY-  UT/MILLARD
 KO0107  COUNTRY     -  US
 KO0107  USGS QUAD   -  HOLDEN (2017)
 KO0107
 KO0107                         *CURRENT SURVEY CONTROL
 KO0107  ______________________________________________________________________
 KO0107* NAD 83(1986) POSITION- 39 02 40.     (N) 112 17 32.     (W)   SCALED
 KO0107* NAVD 88 ORTHO HEIGHT -  1576.076 (meters)     5170.84  (feet) ADJUSTED
 KO0107  ______________________________________________________________________
 KO0107  GEOID HEIGHT    -        -18.633 (meters)                     GEOID18
 KO0107  DYNAMIC HEIGHT  -       1574.553 (meters)     5165.85  (feet) COMP
 KO0107  MODELED GRAVITY -    979,605.9   (mgal)                       NAVD 88
 KO0107
 KO0107  VERT ORDER      -  SECOND    CLASS 0
 KO0107
 KO0107.The horizontal coordinates were scaled from a map and have
 KO0107.an estimated accuracy of +/- 6 seconds.
 KO0107
 KO0107.The orthometric height was determined by differential leveling and
 KO0107.adjusted by the NATIONAL GEODETIC SURVEY
 KO0107.in June 1991.
 KO0107
 KO0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0107.GEOID18 height accuracy estimate available here.
 KO0107
 KO0107.Click photographs - Photos may exist for this station.
 KO0107
 KO0107.The dynamic height is computed by dividing the NAVD 88
 KO0107.geopotential number by the normal gravity value computed on the
 KO0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0107.degrees latitude (g = 980.6199 gals.).
 KO0107
 KO0107.The modeled gravity was interpolated from observed gravity values.
 KO0107
 KO0107;                    North         East    Units  Estimated Accuracy
 KO0107;SPC UT C     - 2,079,250.      431,420.      MT  (+/- 180 meters Scaled)
 KO0107
 KO0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ881225(NAD 83)
 KO0107
 KO0107                          SUPERSEDED SURVEY CONTROL
 KO0107
 KO0107  NGVD 29 (??/??/92) 1574.967  (m)         5167.20   (f) ADJ UNCH    2 0
 KO0107
 KO0107.Superseded values are not recommended for survey control.
 KO0107
 KO0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0107.See file dsdata.pdf to determine how the superseded data were derived.
 KO0107
 KO0107_MARKER: Q = CHISELED SQUARE
 KO0107_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0107_SP_SET: CULVERT HEADWALL
 KO0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0107+STABILITY: SURFACE MOTION
 KO0107
 KO0107  HISTORY     - Date     Condition        Report By
 KO0107  HISTORY     - UNK      MONUMENTED       USGS
 KO0107  HISTORY     - 1934     GOOD             CGS
 KO0107
 KO0107                          STATION DESCRIPTION
 KO0107
 KO0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0107'4.2 MI SW FROM HOLDEN.
 KO0107'ABOUT 4.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE JUNCTION WITH
 KO0107'THE ROAD LEADING WEST TO DELTA AT HOLDEN, MILLARD COUNTY, AT THE EAST
 KO0107'EDGE OF THE HIGHWAY, OPPOSITE A FENCE CORNER ON THE WEST SIDE OF THE
 KO0107'HIGHWAY, AT A CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF THE
 KO0107'HEAD WALL.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0034 ***********************************************************************
 KN0034  DESIGNATION -  5172
 KN0034  PID         -  KN0034
 KN0034  STATE/COUNTY-  UT/EMERY
 KN0034  COUNTRY     -  US
 KN0034  USGS QUAD   -  CEDAR (2017)
 KN0034
 KN0034                         *CURRENT SURVEY CONTROL
 KN0034  ______________________________________________________________________
 KN0034* NAD 83(1986) POSITION- 39 23 37.     (N) 110 27 20.     (W)   SCALED
 KN0034* NAVD 88 ORTHO HEIGHT -  1578.294 (meters)     5178.12  (feet) ADJUSTED
 KN0034  ______________________________________________________________________
 KN0034  GEOID HEIGHT    -        -18.199 (meters)                     GEOID18
 KN0034  DYNAMIC HEIGHT  -       1576.754 (meters)     5173.07  (feet) COMP
 KN0034  MODELED GRAVITY -    979,596.1   (mgal)                       NAVD 88
 KN0034
 KN0034  VERT ORDER      -  FIRST     CLASS II
 KN0034
 KN0034.The horizontal coordinates were scaled from a map and have
 KN0034.an estimated accuracy of +/- 6 seconds.
 KN0034
 KN0034.The orthometric height was determined by differential leveling and
 KN0034.adjusted by the NATIONAL GEODETIC SURVEY
 KN0034.in June 1991.
 KN0034
 KN0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0034.GEOID18 height accuracy estimate available here.
 KN0034
 KN0034.Click photographs - Photos may exist for this station.
 KN0034
 KN0034.The dynamic height is computed by dividing the NAVD 88
 KN0034.geopotential number by the normal gravity value computed on the
 KN0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0034.degrees latitude (g = 980.6199 gals.).
 KN0034
 KN0034.The modeled gravity was interpolated from observed gravity values.
 KN0034
 KN0034;                    North         East    Units  Estimated Accuracy
 KN0034;SPC UT C     - 2,118,240.      589,970.      MT  (+/- 180 meters Scaled)
 KN0034
 KN0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ468605(NAD 83)
 KN0034
 KN0034                          SUPERSEDED SURVEY CONTROL
 KN0034
 KN0034  NGVD 29 (??/??/92) 1577.259  (m)         5174.72   (f) ADJ UNCH    1 2
 KN0034
 KN0034.Superseded values are not recommended for survey control.
 KN0034
 KN0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0034.See file dsdata.pdf to determine how the superseded data were derived.
 KN0034
 KN0034_MARKER: P = PIPE CAP
 KN0034_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KN0034_STAMPING: 5172 1910 44
 KN0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0034
 KN0034  HISTORY     - Date     Condition        Report By
 KN0034  HISTORY     - 1910     MONUMENTED       USGS
 KN0034  HISTORY     - 1934     GOOD             CGS
 KN0034
 KN0034                          STATION DESCRIPTION
 KN0034
 KN0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0034'13.0 MI NW FROM WOODSIDE.
 KN0034'13.0 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0034'ROAD FROM WOODSIDE, EMERY COUNTY, AT THE SECTION HOUSE AT CEDAR, ABOUT
 KN0034'150 FEET NORTH OF THE STATION, 10 FEET SOUTH OF A TELEPHONE POLE, AND
 KN0034'AT THE EAST EDGE OF THE RIGHT-OF-WAY.  A UNITED STATES GEOLOGICAL
 KN0034'SURVEY STANDARD CAP, STAMPED 5172 1910 44 AND RIVETED ON THE TOP OF A
 KN0034'3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0115 ***********************************************************************
 KO0115  DESIGNATION -  5179
 KO0115  PID         -  KO0115
 KO0115  STATE/COUNTY-  UT/MILLARD
 KO0115  COUNTRY     -  US
 KO0115  USGS QUAD   -  HOLDEN (2017)
 KO0115
 KO0115                         *CURRENT SURVEY CONTROL
 KO0115  ______________________________________________________________________
 KO0115* NAD 83(1986) POSITION- 39 07 17.     (N) 112 15 29.     (W)   SCALED
 KO0115* NAVD 88 ORTHO HEIGHT -  1579.050 (meters)     5180.60  (feet) ADJUSTED
 KO0115  ______________________________________________________________________
 KO0115  GEOID HEIGHT    -        -18.519 (meters)                     GEOID18
 KO0115  DYNAMIC HEIGHT  -       1577.528 (meters)     5175.61  (feet) COMP
 KO0115  MODELED GRAVITY -    979,607.7   (mgal)                       NAVD 88
 KO0115
 KO0115  VERT ORDER      -  SECOND    CLASS 0
 KO0115
 KO0115.The horizontal coordinates were scaled from a map and have
 KO0115.an estimated accuracy of +/- 6 seconds.
 KO0115
 KO0115.The orthometric height was determined by differential leveling and
 KO0115.adjusted by the NATIONAL GEODETIC SURVEY
 KO0115.in June 1991.
 KO0115
 KO0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0115.GEOID18 height accuracy estimate available here.
 KO0115
 KO0115.Click photographs - Photos may exist for this station.
 KO0115
 KO0115.The dynamic height is computed by dividing the NAVD 88
 KO0115.geopotential number by the normal gravity value computed on the
 KO0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0115.degrees latitude (g = 980.6199 gals.).
 KO0115
 KO0115.The modeled gravity was interpolated from observed gravity values.
 KO0115
 KO0115;                    North         East    Units  Estimated Accuracy
 KO0115;SPC UT C     - 2,087,770.      434,450.      MT  (+/- 180 meters Scaled)
 KO0115
 KO0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ912310(NAD 83)
 KO0115
 KO0115                          SUPERSEDED SURVEY CONTROL
 KO0115
 KO0115  NGVD 29 (??/??/92) 1577.943  (m)         5176.97   (f) ADJ UNCH    2 0
 KO0115
 KO0115.Superseded values are not recommended for survey control.
 KO0115
 KO0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0115.See file dsdata.pdf to determine how the superseded data were derived.
 KO0115
 KO0115_MARKER: Q = CHISELED SQUARE
 KO0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KO0115_SP_SET: CULVERT
 KO0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0115
 KO0115  HISTORY     - Date     Condition        Report By
 KO0115  HISTORY     - UNK      MONUMENTED       USGS
 KO0115  HISTORY     - 1934     GOOD             CGS
 KO0115
 KO0115                          STATION DESCRIPTION
 KO0115
 KO0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0115'1.5 MI NE FROM HOLDEN.
 KO0115'ABOUT 1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE JUNCTION WITH
 KO0115'THE ROAD LEADING WEST TO DELTA AT HOLDEN, MILLARD COUNTY, AT THE WEST
 KO0115'EDGE OF THE HIGHWAY, AT A CONCRETE CULVERT, AND ON THE CENTER OF THE
 KO0115'TOP OF THE HEAD WALL.  A CHISELED SQUARE, MARKED USBM 5179.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0017 ***********************************************************************
 LO0017  DESIGNATION -  5180.4
 LO0017  PID         -  LO0017
 LO0017  STATE/COUNTY-  UT/DUCHESNE
 LO0017  COUNTRY     -  US
 LO0017  USGS QUAD   -  BRIDGELAND (2017)
 LO0017
 LO0017                         *CURRENT SURVEY CONTROL
 LO0017  ______________________________________________________________________
 LO0017* NAD 83(1986) POSITION- 40 09 37.     (N) 110 10 00.     (W)   SCALED
 LO0017* NAVD 88 ORTHO HEIGHT -  1593.502 (meters)     5228.01  (feet) ADJUSTED
 LO0017  ______________________________________________________________________
 LO0017  GEOID HEIGHT    -        -17.681 (meters)                     GEOID18
 LO0017  DYNAMIC HEIGHT  -       1591.997 (meters)     5223.08  (feet) COMP
 LO0017  MODELED GRAVITY -    979,625.8   (mgal)                       NAVD 88
 LO0017
 LO0017  VERT ORDER      -  FIRST     CLASS II
 LO0017
 LO0017.The horizontal coordinates were scaled from a map and have
 LO0017.an estimated accuracy of +/- 6 seconds.
 LO0017
 LO0017.The orthometric height was determined by differential leveling and
 LO0017.adjusted by the NATIONAL GEODETIC SURVEY
 LO0017.in June 1991.
 LO0017
 LO0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0017.GEOID18 height accuracy estimate available here.
 LO0017
 LO0017.Click photographs - Photos may exist for this station.
 LO0017
 LO0017.The dynamic height is computed by dividing the NAVD 88
 LO0017.geopotential number by the normal gravity value computed on the
 LO0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0017.degrees latitude (g = 980.6199 gals.).
 LO0017
 LO0017.The modeled gravity was interpolated from observed gravity values.
 LO0017
 LO0017;                    North         East    Units  Estimated Accuracy
 LO0017;SPC UT C     - 2,203,670.      613,580.      MT  (+/- 180 meters Scaled)
 LO0017
 LO0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK709458(NAD 83)
 LO0017
 LO0017                          SUPERSEDED SURVEY CONTROL
 LO0017
 LO0017.No superseded survey control is available for this station.
 LO0017
 LO0017_MARKER: P = PIPE CAP
 LO0017_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0017
 LO0017  HISTORY     - Date     Condition        Report By
 LO0017  HISTORY     - UNK      MONUMENTED       USGS
 LO0017  HISTORY     - 1934     GOOD             CGS
 LO0017
 LO0017                          STATION DESCRIPTION
 LO0017
 LO0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0017'5.6 MI W FROM MYTON.
 LO0017'5.6 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE CITY WATER TOWER AT
 LO0017'MYTON, DUCHESNE COUNTY, 255 FEET SOUTHWEST OF BENCH MARK M 12
 LO0017'(U.S.G.S.), DESCRIBED ABOVE, AND 50 FEET SOUTH OF THE HIGHWAY.  A CAP,
 LO0017'MARKED STATE ROAD RIGHT OF WAY AND FASTENED TO THE TOP OF AN IRON PIPE
 LO0017'SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0406 ***********************************************************************
 KM0406  DESIGNATION -  52 FMK
 KM0406  PID         -  KM0406
 KM0406  STATE/COUNTY-  UT/GRAND
 KM0406  COUNTRY     -  US
 KM0406  USGS QUAD   -  HARLEY DOME (2017)
 KM0406
 KM0406                         *CURRENT SURVEY CONTROL
 KM0406  ______________________________________________________________________
 KM0406* NAD 83(1986) POSITION- 39 14 30.2    (N) 109 14 36.2    (W)   HD_HELD2
 KM0406* NAVD 88 ORTHO HEIGHT -  1535.267 (meters)     5036.96  (feet) POSTED
 KM0406  ______________________________________________________________________
 KM0406  GEOID HEIGHT    -        -17.968 (meters)                     GEOID18
 KM0406  DYNAMIC HEIGHT  -       1533.77  (meters)     5032.0   (feet) COMP
 KM0406  MODELED GRAVITY -    979,596.4   (mgal)                       NAVD 88
 KM0406
 KM0406  VERT ORDER      -  * POSTED, SEE BELOW
 KM0406
 KM0406.The horizontal coordinates were established by autonomous hand held GPS
 KM0406.observations and have an estimated accuracy of +/- 10 meters.
 KM0406
 KM0406.The orthometric height was determined by differential leveling
 KM0406.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0406
 KM0406.* This is a POSTED BENCH MARK height.
 KM0406
 KM0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0406.GEOID18 height accuracy estimate available here.
 KM0406
 KM0406.Click photographs - Photos may exist for this station.
 KM0406
 KM0406.The dynamic height is computed by dividing the NAVD 88
 KM0406.geopotential number by the normal gravity value computed on the
 KM0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0406.degrees latitude (g = 980.6199 gals.).
 KM0406
 KM0406.The modeled gravity was interpolated from observed gravity values.
 KM0406
 KM0406;                    North         East    Units  Estimated Accuracy
 KM0406;SPC UT C     - 2,103,306.      694,785.      MT  (+/- 10 meters HH2 GPS)
 KM0406
 KM0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ5159345071(NAD 83)
 KM0406
 KM0406                          SUPERSEDED SURVEY CONTROL
 KM0406
 KM0406.No superseded survey control is available for this station.
 KM0406
 KM0406_MARKER: DD = SURVEY DISK
 KM0406_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0406_STAMPING: 52 FMK 1969 5033
 KM0406_MARK LOGO: USGS
 KM0406_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0406+SATELLITE: SATELLITE OBSERVATIONS - 1969
 KM0406
 KM0406  HISTORY     - Date     Condition        Report By
 KM0406  HISTORY     - 1969     MONUMENTED       USGS
 KM0406
 KM0406                          STATION DESCRIPTION
 KM0406
 KM0406'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0406'FROM MACK, COLORADO, PROCEED 15.6 MILES NORTHWEST ALONG U. S.
 KM0406'HIGHWAYS 6 AND 50, THENCE 8.1 MILES NORTHWEST ALONG COUNTY DIRT ROAD,
 KM0406'THENCE 1.0 MILE SOUTHWEST ALONG 4-WHEEL DRIVE TRACK ROAD TO A SMALL
 KM0406'TOP, 30 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, WITNESS POST
 KM0406'SET NEAR BENCH MARK, SET ON 5 FEET OF COPPER-COATED STEEL ROD ENCASED
 KM0406'IN A 6-INCH CONCRETE PIPE WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0116 ***********************************************************************
 KO0116  DESIGNATION -  5200
 KO0116  PID         -  KO0116
 KO0116  STATE/COUNTY-  UT/MILLARD
 KO0116  COUNTRY     -  US
 KO0116  USGS QUAD   -  SCIPIO PASS (2017)
 KO0116
 KO0116                         *CURRENT SURVEY CONTROL
 KO0116  ______________________________________________________________________
 KO0116* NAD 83(1986) POSITION- 39 07 58.     (N) 112 14 55.     (W)   SCALED
 KO0116* NAVD 88 ORTHO HEIGHT -  1585.532 (meters)     5201.87  (feet) ADJUSTED
 KO0116  ______________________________________________________________________
 KO0116  GEOID HEIGHT    -        -18.482 (meters)                     GEOID18
 KO0116  DYNAMIC HEIGHT  -       1583.998 (meters)     5196.83  (feet) COMP
 KO0116  MODELED GRAVITY -    979,604.1   (mgal)                       NAVD 88
 KO0116
 KO0116  VERT ORDER      -  SECOND    CLASS 0
 KO0116
 KO0116.The horizontal coordinates were scaled from a map and have
 KO0116.an estimated accuracy of +/- 6 seconds.
 KO0116
 KO0116.The orthometric height was determined by differential leveling and
 KO0116.adjusted by the NATIONAL GEODETIC SURVEY
 KO0116.in June 1991.
 KO0116
 KO0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0116.GEOID18 height accuracy estimate available here.
 KO0116
 KO0116.Click photographs - Photos may exist for this station.
 KO0116
 KO0116.The dynamic height is computed by dividing the NAVD 88
 KO0116.geopotential number by the normal gravity value computed on the
 KO0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0116.degrees latitude (g = 980.6199 gals.).
 KO0116
 KO0116.The modeled gravity was interpolated from observed gravity values.
 KO0116
 KO0116;                    North         East    Units  Estimated Accuracy
 KO0116;SPC UT C     - 2,089,030.      435,270.      MT  (+/- 180 meters Scaled)
 KO0116
 KO0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ920322(NAD 83)
 KO0116
 KO0116                          SUPERSEDED SURVEY CONTROL
 KO0116
 KO0116  NGVD 29 (??/??/92) 1584.419  (m)         5198.21   (f) ADJ UNCH    2 0
 KO0116
 KO0116.Superseded values are not recommended for survey control.
 KO0116
 KO0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0116.See file dsdata.pdf to determine how the superseded data were derived.
 KO0116
 KO0116_MARKER: Q = CHISELED SQUARE
 KO0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KO0116_SP_SET: CULVERT
 KO0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0116
 KO0116  HISTORY     - Date     Condition        Report By
 KO0116  HISTORY     - UNK      MONUMENTED       USGS
 KO0116  HISTORY     - 1934     GOOD             CGS
 KO0116
 KO0116                          STATION DESCRIPTION
 KO0116
 KO0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0116'2.2 MI NE FROM HOLDEN.
 KO0116'ABOUT 2.2 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE JUNCTION WITH
 KO0116'THE ROAD LEADING WEST TO DELTA AT HOLDEN, MILLARD COUNTY, AT THE WEST
 KO0116'EDGE OF THE HIGHWAY, OPPOSITE A JOG IN THE EAST FENCE, AT A CONCRETE
 KO0116'CULVERT, AND ON THE CENTER OF THE TOP OF THE HEAD WALL.  A CHISELED
 KO0116'SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0288 ***********************************************************************
 JO0288  DESIGNATION -  5231
 JO0288  PID         -  JO0288
 JO0288  STATE/COUNTY-  UT/BEAVER
 JO0288  COUNTRY     -  US
 JO0288  USGS QUAD   -  MILFORD (2017)
 JO0288
 JO0288                         *CURRENT SURVEY CONTROL
 JO0288  ______________________________________________________________________
 JO0288* NAD 83(1986) POSITION- 38 24 52.     (N) 113 03 16.     (W)   SCALED
 JO0288* NAVD 88 ORTHO HEIGHT -  1571.428 (meters)     5155.59  (feet) ADJUSTED
 JO0288  ______________________________________________________________________
 JO0288  GEOID HEIGHT    -        -20.928 (meters)                     GEOID18
 JO0288  DYNAMIC HEIGHT  -       1569.790 (meters)     5150.22  (feet) COMP
 JO0288  MODELED GRAVITY -    979,530.8   (mgal)                       NAVD 88
 JO0288
 JO0288  VERT ORDER      -  FIRST     CLASS I
 JO0288
 JO0288.The horizontal coordinates were scaled from a map and have
 JO0288.an estimated accuracy of +/- 6 seconds.
 JO0288
 JO0288.The orthometric height was determined by differential leveling and
 JO0288.adjusted by the NATIONAL GEODETIC SURVEY
 JO0288.in June 1991.
 JO0288
 JO0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0288.GEOID18 height accuracy estimate available here.
 JO0288
 JO0288.Click photographs - Photos may exist for this station.
 JO0288
 JO0288.The dynamic height is computed by dividing the NAVD 88
 JO0288.geopotential number by the normal gravity value computed on the
 JO0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0288.degrees latitude (g = 980.6199 gals.).
 JO0288
 JO0288.The modeled gravity was interpolated from observed gravity values.
 JO0288
 JO0288;                    North         East    Units  Estimated Accuracy
 JO0288;SPC UT S     - 3,195,110.      364,250.      MT  (+/- 180 meters Scaled)
 JO0288
 JO0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH206537(NAD 83)
 JO0288
 JO0288                          SUPERSEDED SURVEY CONTROL
 JO0288
 JO0288  NGVD 29 (??/??/92) 1570.359  (m)         5152.09   (f) ADJ UNCH    1 1
 JO0288
 JO0288.Superseded values are not recommended for survey control.
 JO0288
 JO0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0288.See file dsdata.pdf to determine how the superseded data were derived.
 JO0288
 JO0288_MARKER: P = PIPE CAP
 JO0288_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JO0288_STAMPING: 5231 FRR
 JO0288_MARK LOGO: USGS
 JO0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0288
 JO0288  HISTORY     - Date     Condition        Report By
 JO0288  HISTORY     - 1904     MONUMENTED       USGS
 JO0288  HISTORY     - 1970     GOOD             NGS
 JO0288  HISTORY     - 1984     GOOD             NGS
 JO0288
 JO0288                          STATION DESCRIPTION
 JO0288
 JO0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0288'3.0 MI NW FROM MILFORD.
 JO0288'2.4 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF MAIN
 JO0288'STREET AT MILFORD, THENCE 0.15 MILE NORTH ALONG THE WEST SIDE OF A
 JO0288'WASH, THENCE 0.45 MILE NORTHWEST ALONG A FORMER RAILROAD GRADE, 31
 JO0288'FEET NORTHEAST OF THE CENTER OF THE GRADE, 2.0 FEET SOUTHEAST OF A
 JO0288'WITNESS POST, ABOUT LEVEL WITH THE GRADE, A CAP RIVETED ON THE TOP OF
 JO0288'A 3 1/2-INCH IRON PIPE ENCASED IN A CONCRETE POST PROJECTING 0.4 FOOT
 JO0288'ABOVE THE GROUND.  SECTION 35, T 27S, R11W.
 JO0288
 JO0288                          STATION RECOVERY (1984)
 JO0288
 JO0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0288'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1984.  THE 1970
 JO0288'DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AE4645 ***********************************************************************
 AE4645  DESIGNATION -  5249
 AE4645  PID         -  AE4645
 AE4645  STATE/COUNTY-  UT/SALT LAKE
 AE4645  COUNTRY     -  US
 AE4645  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 AE4645
 AE4645                         *CURRENT SURVEY CONTROL
 AE4645  ______________________________________________________________________
 AE4645* NAD 83(1986) POSITION- 40 44 00.     (N) 111 54 31.     (W)   SCALED
 AE4645* NAVD 88 ORTHO HEIGHT -  1289.808 (meters)     4231.65  (feet) ADJUSTED
 AE4645  ______________________________________________________________________
 AE4645  GEOID HEIGHT    -        -16.981 (meters)                     GEOID18
 AE4645  DYNAMIC HEIGHT  -       1288.776 (meters)     4228.26  (feet) COMP
 AE4645  MODELED GRAVITY -    979,781.1   (mgal)                       NAVD 88
 AE4645
 AE4645  VERT ORDER      -  FIRST     CLASS II
 AE4645
 AE4645.The horizontal coordinates were scaled from a map and have
 AE4645.an estimated accuracy of +/- 6 seconds.
 AE4645
 AE4645.The orthometric height was determined by differential leveling and
 AE4645.adjusted by the NATIONAL GEODETIC SURVEY
 AE4645.in July 2002.
 AE4645
 AE4645.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4645.GEOID18 height accuracy estimate available here.
 AE4645
 AE4645.Click photographs - Photos may exist for this station.
 AE4645
 AE4645.The dynamic height is computed by dividing the NAVD 88
 AE4645.geopotential number by the normal gravity value computed on the
 AE4645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4645.degrees latitude (g = 980.6199 gals.).
 AE4645
 AE4645.The modeled gravity was interpolated from observed gravity values.
 AE4645
 AE4645;                    North         East    Units  Estimated Accuracy
 AE4645;SPC UT C     - 2,266,540.      465,480.      MT  (+/- 180 meters Scaled)
 AE4645
 AE4645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL232095(NAD 83)
 AE4645
 AE4645                          SUPERSEDED SURVEY CONTROL
 AE4645
 AE4645.No superseded survey control is available for this station.
 AE4645
 AE4645_MARKER: B = BOLT
 AE4645_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE4645_SP_SET: CULVERT HEADWALL
 AE4645_STAMPING: BM 5249
 AE4645_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4645+STABILITY: SURFACE MOTION
 AE4645_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4645+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1997
 AE4645
 AE4645  HISTORY     - Date     Condition        Report By
 AE4645  HISTORY     - UNK      MONUMENTED
 AE4645  HISTORY     - 19970922 GOOD             NGS
 AE4645
 AE4645                          STATION DESCRIPTION
 AE4645
 AE4645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4645'IN SALT LAKE CITY, AT THE INTERSECTION OF 1700 SOUTH STREET AND THE
 AE4645'UNION PACIFIC RAILROAD, A BOLT LEADED NEAR THE CENTER OF THE SOUTH
 AE4645'CONCRETE HEADWALL OF A CULVERT UNDER THE STREET, 10.9 M (35.8 FT) WEST
 AE4645'OF THE CENTER OF A DRIVEWAY, 9.0 M (29.5 FT) EAST OF THE NEAR RAIL,
 AE4645'8.4 M (27.6 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 AE4645'STREET, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0127 ***********************************************************************
 KO0127  DESIGNATION -  5279
 KO0127  PID         -  KO0127
 KO0127  STATE/COUNTY-  UT/MILLARD
 KO0127  COUNTRY     -  US
 KO0127  USGS QUAD   -  SCIPIO SOUTH (2017)
 KO0127
 KO0127                         *CURRENT SURVEY CONTROL
 KO0127  ______________________________________________________________________
 KO0127* NAD 83(1986) POSITION- 39 14 31.     (N) 112 07 22.     (W)   SCALED
 KO0127* NAVD 88 ORTHO HEIGHT -  1609.721 (meters)     5281.23  (feet) ADJUSTED
 KO0127  ______________________________________________________________________
 KO0127  GEOID HEIGHT    -        -18.241 (meters)                     GEOID18
 KO0127  DYNAMIC HEIGHT  -       1608.145 (meters)     5276.06  (feet) COMP
 KO0127  MODELED GRAVITY -    979,591.4   (mgal)                       NAVD 88
 KO0127
 KO0127  VERT ORDER      -  SECOND    CLASS 0
 KO0127
 KO0127.The horizontal coordinates were scaled from a map and have
 KO0127.an estimated accuracy of +/- 6 seconds.
 KO0127
 KO0127.The orthometric height was determined by differential leveling and
 KO0127.adjusted by the NATIONAL GEODETIC SURVEY
 KO0127.in June 1991.
 KO0127
 KO0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0127.GEOID18 height accuracy estimate available here.
 KO0127
 KO0127.Click photographs - Photos may exist for this station.
 KO0127
 KO0127.The dynamic height is computed by dividing the NAVD 88
 KO0127.geopotential number by the normal gravity value computed on the
 KO0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0127.degrees latitude (g = 980.6199 gals.).
 KO0127
 KO0127.The modeled gravity was interpolated from observed gravity values.
 KO0127
 KO0127;                    North         East    Units  Estimated Accuracy
 KO0127;SPC UT C     - 2,101,060.      446,240.      MT  (+/- 180 meters Scaled)
 KO0127
 KO0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ031442(NAD 83)
 KO0127
 KO0127                          SUPERSEDED SURVEY CONTROL
 KO0127
 KO0127  NGVD 29 (??/??/92) 1608.568  (m)         5277.44   (f) ADJ UNCH    2 0
 KO0127
 KO0127.Superseded values are not recommended for survey control.
 KO0127
 KO0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0127.See file dsdata.pdf to determine how the superseded data were derived.
 KO0127
 KO0127_MARKER: Q = CHISELED SQUARE
 KO0127_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0127_SP_SET: CULVERT HEADWALL
 KO0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0127+STABILITY: SURFACE MOTION
 KO0127
 KO0127  HISTORY     - Date     Condition        Report By
 KO0127  HISTORY     - UNK      MONUMENTED       USGS
 KO0127  HISTORY     - 1934     GOOD             CGS
 KO0127
 KO0127                          STATION DESCRIPTION
 KO0127
 KO0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0127'1.0 MI SW FROM SCIPIO.
 KO0127'ABOUT 1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE SCHOOLHOUSE AT
 KO0127'SCIPIO, MILLARD COUNTY, AT THE NORTH EDGE OF THE HIGHWAY, AT A
 KO0127'CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF THE HEAD WALL.  A
 KO0127'CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5477 ***********************************************************************
 DR5477  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5477  DESIGNATION -  53 15
 DR5477  PID         -  DR5477
 DR5477  STATE/COUNTY-  UT/WEBER
 DR5477  COUNTRY     -  US
 DR5477  USGS QUAD   -  HUNTSVILLE (2017)
 DR5477
 DR5477                         *CURRENT SURVEY CONTROL
 DR5477  ______________________________________________________________________
 DR5477* NAD 83(2011) POSITION- 41 17 15.63255(N) 111 46 37.54566(W)   ADJUSTED
 DR5477* NAD 83(2011) ELLIP HT-  1486.428 (meters)        (07/08/20)   ADJUSTED
 DR5477* NAD 83(2011) EPOCH   -  2010.00
 DR5477* NAVD 88 ORTHO HEIGHT -  1502.31  (meters)     4928.8   (feet) GPS OBS
 DR5477  ______________________________________________________________________
 DR5477  GEOID HEIGHT    -        -15.867 (meters)                     GEOID18
 DR5477  NAD 83(2011) X  - -1,781,038.952 (meters)                     COMP
 DR5477  NAD 83(2011) Y  - -4,458,082.634 (meters)                     COMP
 DR5477  NAD 83(2011) Z  -  4,187,462.982 (meters)                     COMP
 DR5477  LAPLACE CORR    -          5.80  (seconds)                    DEFLEC18
 DR5477
 DR5477  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5477  Standards:
 DR5477         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5477            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5477  -------------------------------------------------------------------
 DR5477  NETWORK    0.91   1.86           0.39   0.35   0.95     -0.05431569
 DR5477  -------------------------------------------------------------------
 DR5477  Click here for local accuracies and other accuracy information.
 DR5477
 DR5477.The horizontal coordinates were established by GPS observations
 DR5477.and adjusted by the National Geodetic Survey in July 2020.
 DR5477
 DR5477.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5477.been affixed to the stable North American tectonic plate. See 
 DR5477.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5477
 DR5477.The horizontal coordinates are valid at the epoch date displayed above
 DR5477.which is a decimal equivalence of Year/Month/Day.
 DR5477
 DR5477.The orthometric height was determined by GPS observations and a
 DR5477.high-resolution geoid model using precise GPS observation and
 DR5477.processing techniques.
 DR5477
 DR5477.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5477.GEOID18 height accuracy estimate available here.
 DR5477
 DR5477.Click photographs - Photos may exist for this station.
 DR5477
 DR5477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5477
 DR5477.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5477
 DR5477.The ellipsoidal height was determined by GPS observations
 DR5477.and is referenced to NAD 83.
 DR5477
 DR5477. The following values were computed from the NAD 83(2011) position.
 DR5477
 DR5477;                    North         East     Units Scale Factor Converg.
 DR5477;SPC UT N     - 1,106,016.715   476,789.171   MT  0.99995705   -0 10 57.7
 DR5477;SPC UT N     - 3,628,656.51  1,564,265.81   sFT  0.99995705   -0 10 57.7
 DR5477;UTM  12      - 4,570,983.772   434,929.757   MT  0.99965211   -0 30 46.0
 DR5477
 DR5477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5477!SPC UT N     -   0.99976690  x   0.99995705  =   0.99972396
 DR5477!UTM  12      -   0.99976690  x   0.99965211  =   0.99941909
 DR5477
 DR5477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3492970983(NAD 83)
 DR5477
 DR5477                          SUPERSEDED SURVEY CONTROL
 DR5477
 DR5477.No superseded survey control is available for this station.
 DR5477
 DR5477_MARKER: DB = BENCH MARK DISK
 DR5477_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR5477_SP_SET: SW WING WALL OF BRIDGE ABUTMENT
 DR5477_STAMPING: 53 15
 DR5477_MARK LOGO: BOR
 DR5477_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5477+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2016
 DR5477
 DR5477  HISTORY     - Date     Condition        Report By
 DR5477  HISTORY     - UNK      MONUMENTED
 DR5477  HISTORY     - 20160929 GOOD             UT-057
 DR5477
 DR5477                          STATION DESCRIPTION
 DR5477
 DR5477'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5477'THE STATION IS LOCATED ABOUT 11.1 MI (17.9 KM) EAST-NORTHEAST OF
 DR5477'OGDEN, 9.6 MI (15.4 KM) EAST OF NORTH OGDEN AND 1.9 MI (3.1 KM)
 DR5477'NORTH-NORTHWEST OF HUNTSVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5477'
 DR5477'TO REACH FROM THE INTERSECTION OF 1450 NORTH AND 7100 EAST PROCEED
 DR5477'NORTH 1100 FT (335.3 M) O THE STATION ON THE LEFT.    IT IS 29 FT (8.8
 DR5477'M) NORTHEAST OF GAUGING STATION, 14.4 FT (4.4 M) WEST OF THE
 DR5477'CENTERLINE OF THE HIGHWAY, 10.5 FT (3.2 M) WEST OF THE CENTERLINE OF A
 DR5477'BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5478 ***********************************************************************
 DR5478  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5478  DESIGNATION -  53 18
 DR5478  PID         -  DR5478
 DR5478  STATE/COUNTY-  UT/WEBER
 DR5478  COUNTRY     -  US
 DR5478  USGS QUAD   -  HUNTSVILLE (2017)
 DR5478
 DR5478                         *CURRENT SURVEY CONTROL
 DR5478  ______________________________________________________________________
 DR5478* NAD 83(2011) POSITION- 41 17 35.73390(N) 111 47 49.47479(W)   ADJUSTED
 DR5478* NAD 83(2011) ELLIP HT-  1481.151 (meters)        (07/08/20)   ADJUSTED
 DR5478* NAD 83(2011) EPOCH   -  2010.00
 DR5478* NAVD 88 ORTHO HEIGHT -  1497.07  (meters)     4911.6   (feet) GPS OBS
 DR5478  ______________________________________________________________________
 DR5478  GEOID HEIGHT    -        -15.906 (meters)                     GEOID18
 DR5478  NAD 83(2011) X  - -1,782,440.022 (meters)                     COMP
 DR5478  NAD 83(2011) Y  - -4,457,077.556 (meters)                     COMP
 DR5478  NAD 83(2011) Z  -  4,187,925.553 (meters)                     COMP
 DR5478  LAPLACE CORR    -          6.23  (seconds)                    DEFLEC18
 DR5478
 DR5478  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5478  Standards:
 DR5478         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5478            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5478  -------------------------------------------------------------------
 DR5478  NETWORK    0.81   1.53           0.37   0.28   0.78     -0.15017892
 DR5478  -------------------------------------------------------------------
 DR5478  Click here for local accuracies and other accuracy information.
 DR5478
 DR5478.The horizontal coordinates were established by GPS observations
 DR5478.and adjusted by the National Geodetic Survey in July 2020.
 DR5478
 DR5478.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5478.been affixed to the stable North American tectonic plate. See 
 DR5478.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5478
 DR5478.The horizontal coordinates are valid at the epoch date displayed above
 DR5478.which is a decimal equivalence of Year/Month/Day.
 DR5478
 DR5478.The orthometric height was determined by GPS observations and a
 DR5478.high-resolution geoid model using precise GPS observation and
 DR5478.processing techniques.
 DR5478
 DR5478.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5478.GEOID18 height accuracy estimate available here.
 DR5478
 DR5478.Click photographs - Photos may exist for this station.
 DR5478
 DR5478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5478
 DR5478.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5478
 DR5478.The ellipsoidal height was determined by GPS observations
 DR5478.and is referenced to NAD 83.
 DR5478
 DR5478. The following values were computed from the NAD 83(2011) position.
 DR5478
 DR5478;                    North         East     Units Scale Factor Converg.
 DR5478;SPC UT N     - 1,106,642.338   475,117.655   MT  0.99995712   -0 11 45.2
 DR5478;SPC UT N     - 3,630,709.07  1,558,781.84   sFT  0.99995712   -0 11 45.2
 DR5478;UTM  12      - 4,571,618.822   433,262.379   MT  0.99965481   -0 31 33.7
 DR5478
 DR5478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5478!SPC UT N     -   0.99976773  x   0.99995712  =   0.99972486
 DR5478!UTM  12      -   0.99976773  x   0.99965481  =   0.99942262
 DR5478
 DR5478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3326271618(NAD 83)
 DR5478
 DR5478                          SUPERSEDED SURVEY CONTROL
 DR5478
 DR5478.No superseded survey control is available for this station.
 DR5478
 DR5478_MARKER: DB = BENCH MARK DISK
 DR5478_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DR5478_MARK LOGO: USGS
 DR5478_PROJECTION: PROJECTING 5 CENTIMETERS
 DR5478_MAGNETIC: I = MARKER IS A STEEL ROD
 DR5478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5478+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2016
 DR5478_ROD/PIPE-DEPTH: 0.9 meters
 DR5478
 DR5478  HISTORY     - Date     Condition        Report By
 DR5478  HISTORY     - 1958     MONUMENTED       USGS
 DR5478  HISTORY     - 20160928 GOOD             UT-057
 DR5478
 DR5478                          STATION DESCRIPTION
 DR5478
 DR5478'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5478'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) EAST-NORTHEAST OF
 DR5478'OGDEN, 8.0 MI (12.9 KM) EAST OF NORTH OGDEN AND 3.0 MI (4.8 KM)
 DR5478'NORTHWEST OF HUNTSVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5478'
 DR5478'TO REACH FROM THE INTERSECTION OF 5500 EAST AND 1900 NORTH EDEN, UT,
 DR5478'PROCEED EAST 1.0 MILE.  THE APPROXIMATE ADDRESS OF THE MARK IS 6238
 DR5478'EAST, 1900 NORTH EDEN, UT. TO THE STATION ON THE LEFT.
 DR5478'
 DR5478'IT IS 500 FT (152.4 M) WEST OF BENCH MARK WC-42, 8.5 FT (2.6 M) NORTH
 DR5478'OF THE EDGE OF OIL.
 DR5478'
 DR5478'NOTE-THE DISK IS NOT STAMPED. PIPE IS OF UNKNOWN DEPTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5479 ***********************************************************************
 DR5479  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5479  DESIGNATION -  53 30
 DR5479  PID         -  DR5479
 DR5479  STATE/COUNTY-  UT/WEBER
 DR5479  COUNTRY     -  US
 DR5479  USGS QUAD   -  HUNTSVILLE (2017)
 DR5479
 DR5479                         *CURRENT SURVEY CONTROL
 DR5479  ______________________________________________________________________
 DR5479* NAD 83(2011) POSITION- 41 15 38.46411(N) 111 46 37.25292(W)   ADJUSTED
 DR5479* NAD 83(2011) ELLIP HT-  1486.003 (meters)        (07/08/20)   ADJUSTED
 DR5479* NAD 83(2011) EPOCH   -  2010.00
 DR5479* NAVD 88 ORTHO HEIGHT -  1501.97  (meters)     4927.7   (feet) GPS OBS
 DR5479  ______________________________________________________________________
 DR5479  GEOID HEIGHT    -        -15.945 (meters)                     GEOID18
 DR5479  NAD 83(2011) X  - -1,781,766.292 (meters)                     COMP
 DR5479  NAD 83(2011) Y  - -4,459,921.597 (meters)                     COMP
 DR5479  NAD 83(2011) Z  -  4,185,209.276 (meters)                     COMP
 DR5479  LAPLACE CORR    -          4.54  (seconds)                    DEFLEC18
 DR5479
 DR5479  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5479  Standards:
 DR5479         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5479            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5479  -------------------------------------------------------------------
 DR5479  NETWORK    1.11   2.21           0.47   0.42   1.13     -0.36140647
 DR5479  -------------------------------------------------------------------
 DR5479  Click here for local accuracies and other accuracy information.
 DR5479
 DR5479.The horizontal coordinates were established by GPS observations
 DR5479.and adjusted by the National Geodetic Survey in July 2020.
 DR5479
 DR5479.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5479.been affixed to the stable North American tectonic plate. See 
 DR5479.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5479
 DR5479.The horizontal coordinates are valid at the epoch date displayed above
 DR5479.which is a decimal equivalence of Year/Month/Day.
 DR5479
 DR5479.The orthometric height was determined by GPS observations and a
 DR5479.high-resolution geoid model using precise GPS observation and
 DR5479.processing techniques.
 DR5479
 DR5479.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5479.GEOID18 height accuracy estimate available here.
 DR5479
 DR5479.Click photographs - Photos may exist for this station.
 DR5479
 DR5479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5479
 DR5479.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5479
 DR5479.The ellipsoidal height was determined by GPS observations
 DR5479.and is referenced to NAD 83.
 DR5479
 DR5479. The following values were computed from the NAD 83(2011) position.
 DR5479
 DR5479;                    North         East     Units Scale Factor Converg.
 DR5479;SPC UT N     - 1,103,019.213   476,786.427   MT  0.99995686   -0 10 57.5
 DR5479;SPC UT N     - 3,618,822.20  1,564,256.80   sFT  0.99995686   -0 10 57.5
 DR5479;UTM  12      - 4,567,987.248   434,909.758   MT  0.99965214   -0 30 44.8
 DR5479
 DR5479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5479!SPC UT N     -   0.99976697  x   0.99995686  =   0.99972384
 DR5479!UTM  12      -   0.99976697  x   0.99965214  =   0.99941919
 DR5479
 DR5479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3490967987(NAD 83)
 DR5479
 DR5479                          SUPERSEDED SURVEY CONTROL
 DR5479
 DR5479.No superseded survey control is available for this station.
 DR5479
 DR5479_MARKER: DB = BENCH MARK DISK
 DR5479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5479_STAMPING: 53 50
 DR5479_MARK LOGO: BOR
 DR5479_PROJECTION: FLUSH
 DR5479_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR5479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5479+STABILITY: SURFACE MOTION
 DR5479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5479+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2016
 DR5479
 DR5479  HISTORY     - Date     Condition        Report By
 DR5479  HISTORY     - UNK      MONUMENTED       BOR
 DR5479  HISTORY     - 20160928 GOOD             UT-057
 DR5479
 DR5479                          STATION DESCRIPTION
 DR5479
 DR5479'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5479'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) EAST-SOUTHEAST OF NORTH
 DR5479'OGDEN, 9.9 MI (15.9 KM) NORTH OF PETERSON AND IN THE TOWN OF
 DR5479'HUNTSVILLE, UT.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5479'
 DR5479'MARK IS LOCATED IN THE NORTHWEST CORNER OF THE INTERSECTION OF 7100
 DR5479'EAST AND 200 SOUTH, HUNTSVILLE, UT.
 DR5479'
 DR5479'IT IS 21 FT (6.4 M) NORTHEAST OF A POWER POLE, 8.55 FT (2.6 M)
 DR5479'NORTH-NORTHEAST OF A TRAFFIC SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0407 ***********************************************************************
 KM0407  DESIGNATION -  53 FMK
 KM0407  PID         -  KM0407
 KM0407  STATE/COUNTY-  UT/GRAND
 KM0407  COUNTRY     -  US
 KM0407  USGS QUAD   -  ANTONE CANYON (2017)
 KM0407
 KM0407                         *CURRENT SURVEY CONTROL
 KM0407  ______________________________________________________________________
 KM0407* NAD 83(1986) POSITION- 39 13 36.2    (N) 109 15 32.3    (W)   HD_HELD2
 KM0407* NAVD 88 ORTHO HEIGHT -  1520.709 (meters)     4989.19  (feet) POSTED
 KM0407  ______________________________________________________________________
 KM0407  GEOID HEIGHT    -        -18.051 (meters)                     GEOID18
 KM0407  DYNAMIC HEIGHT  -       1519.23  (meters)     4984.3   (feet) COMP
 KM0407  MODELED GRAVITY -    979,598.7   (mgal)                       NAVD 88
 KM0407
 KM0407  VERT ORDER      -  * POSTED, SEE BELOW
 KM0407
 KM0407.The horizontal coordinates were established by autonomous hand held GPS
 KM0407.observations and have an estimated accuracy of +/- 10 meters.
 KM0407
 KM0407.The orthometric height was determined by differential leveling
 KM0407.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0407
 KM0407.* This is a POSTED BENCH MARK height.
 KM0407
 KM0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0407.GEOID18 height accuracy estimate available here.
 KM0407
 KM0407.Click photographs - Photos may exist for this station.
 KM0407
 KM0407.The dynamic height is computed by dividing the NAVD 88
 KM0407.geopotential number by the normal gravity value computed on the
 KM0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0407.degrees latitude (g = 980.6199 gals.).
 KM0407
 KM0407.The modeled gravity was interpolated from observed gravity values.
 KM0407
 KM0407;                    North         East    Units  Estimated Accuracy
 KM0407;SPC UT C     - 2,101,608.      693,482.      MT  (+/- 10 meters HH2 GPS)
 KM0407
 KM0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ5028143380(NAD 83)
 KM0407
 KM0407                          SUPERSEDED SURVEY CONTROL
 KM0407
 KM0407.No superseded survey control is available for this station.
 KM0407
 KM0407_MARKER: DD = SURVEY DISK
 KM0407_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0407_STAMPING: 53 FMK 1969 4986
 KM0407_MARK LOGO: USGS
 KM0407_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0407+SATELLITE: SATELLITE OBSERVATIONS - 1969
 KM0407
 KM0407  HISTORY     - Date     Condition        Report By
 KM0407  HISTORY     - 1969     MONUMENTED       USGS
 KM0407
 KM0407                          STATION DESCRIPTION
 KM0407
 KM0407'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0407'FROM MACK, COLORADO, PROCEED 15.6 MILES NORTHWEST ALONG U. S.
 KM0407'HIGHWAYS 6 AND 50, THENCE 8.1 MILES NORTHWEST ALONG COUNTY DIRT ROAD,
 KM0407'THENCE 2.4 MILES SOUTHWEST ALONG 4-WHEEL DRIVE TRACK ROAD, 900 FEET
 KM0407'SOUTHEAST OF A POLE CORRAL, 84 FEET SOUTHEAST OF THE SOUTHEAST BANK
 KM0407'OF A DEEP DRAIN, 39 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK
 KM0407'ROAD, WITNESS POST SET NEAR BENCH MARK, SET ON 10 FEET OF
 KM0407'COPPER-COATED STEEL ROD ENCASED IN A 6-INCH CONCRETE PIPE WHICH IS
 KM0407'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0465 ***********************************************************************
 LP0465  DESIGNATION -  53 WF
 LP0465  PID         -  LP0465
 LP0465  STATE/COUNTY-  UT/TOOELE
 LP0465  COUNTRY     -  US
 LP0465  USGS QUAD   -  SIMPSON SPRINGS (2017)
 LP0465
 LP0465                         *CURRENT SURVEY CONTROL
 LP0465  ______________________________________________________________________
 LP0465* NAD 83(1994) POSITION- 40 04 55.45240(N) 112 46 09.32750(W)   ADJUSTED
 LP0465* NAVD 88 ORTHO HEIGHT -  1464.12  (+/-2cm)     4803.5   (feet) VERTCON3
 LP0465  ______________________________________________________________________
 LP0465  GEOID HEIGHT    -        -18.337 (meters)                     GEOID18
 LP0465  LAPLACE CORR    -          6.65  (seconds)                    DEFLEC18
 LP0465  HORZ ORDER      -  SECOND
 LP0465  VERT ORDER      -  THIRD ? (See Below)
 LP0465
 LP0465.The horizontal coordinates were established by classical geodetic methods
 LP0465.and adjusted by the National Geodetic Survey in November 1997.
 LP0465
 LP0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0465
 LP0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0465.GEOID18 height accuracy estimate available here.
 LP0465
 LP0465.The vertical order pertains to the NGVD 29 superseded value.
 LP0465
 LP0465.Click photographs - Photos may exist for this station.
 LP0465
 LP0465.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0465
 LP0465. The following values were computed from the NAD 83(1994) position.
 LP0465
 LP0465;                    North         East     Units Scale Factor Converg.
 LP0465;SPC UT C     - 2,194,911.199   391,756.648   MT  0.99990809   -0 48 47.0
 LP0465;SPC UT C     - 7,201,137.83  1,285,288.27   sFT  0.99990809   -0 48 47.0
 LP0465;UTM  12      - 4,438,366.144   349,153.511   MT  0.99988012   -1 08 21.9
 LP0465
 LP0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0465!SPC UT C     -   0.99977324  x   0.99990809  =   0.99968135
 LP0465!UTM  12      -   0.99977324  x   0.99988012  =   0.99965339
 LP0465
 LP0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK4915338366(NAD 83)
 LP0465
 LP0465                          SUPERSEDED SURVEY CONTROL
 LP0465
 LP0465  NAD 83(1986)-  40 04 55.44632(N)    112 46 09.31310(W) AD(       ) 2
 LP0465  NAD 27      -  40 04 55.65075(N)    112 46 06.43815(W) AD(       ) 2
 LP0465  NGVD 29            1463.02   (m)         4799.9    (f) LEVELING    3  
 LP0465
 LP0465.Superseded values are not recommended for survey control.
 LP0465
 LP0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0465.See file dsdata.pdf to determine how the superseded data were derived.
 LP0465
 LP0465_MARKER: DD = SURVEY DISK
 LP0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0465_STAMPING: 53 WF 1953 4800
 LP0465_MARK LOGO: USGS
 LP0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0465+STABILITY: SURFACE MOTION
 LP0465
 LP0465  HISTORY     - Date     Condition        Report By
 LP0465  HISTORY     - 1953     MONUMENTED       USGS
 LP0465  HISTORY     - 1965     GOOD             CGS
 LP0465
 LP0465                          STATION DESCRIPTION
 LP0465
 LP0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0465'STATION LOCATED 4 MILES NE OF SIMPSON SPRINGS, AT THE Y-ROAD
 LP0465'INTERSECTION FORMED BY THE MAIN ROAD AND ROAD NORTH TO DUGWAY
 LP0465'PROVING GROUND.  IT IS 50 FEET SE OF INTERSECTION, 35 FEET S OF
 LP0465'CENTER OF MAIN ROAD, 8 FEET E OF EXTENDED CENTER LINE OF ROAD TO
 LP0465'DUGWAY.  THE MARK IS A STANDARD TABLET IN CONCRETE POST STAMPED
 LP0465'53 WF 1953 4800.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0130 ***********************************************************************
 KO0130  DESIGNATION -  5306.19
 KO0130  PID         -  KO0130
 KO0130  STATE/COUNTY-  UT/MILLARD
 KO0130  COUNTRY     -  US
 KO0130  USGS QUAD   -  SCIPIO SOUTH (2017)
 KO0130
 KO0130                         *CURRENT SURVEY CONTROL
 KO0130  ______________________________________________________________________
 KO0130* NAD 83(1986) POSITION- 39 14 43.     (N) 112 06 15.     (W)   SCALED
 KO0130* NAVD 88 ORTHO HEIGHT -  1618.35  (+/-2cm)     5309.5   (feet) VERTCON3
 KO0130  ______________________________________________________________________
 KO0130  GEOID HEIGHT    -        -18.227 (meters)                     GEOID18
 KO0130  VERT ORDER      -  ? (See Below)
 KO0130
 KO0130.The horizontal coordinates were scaled from a map and have
 KO0130.an estimated accuracy of +/- 6 seconds.
 KO0130
 KO0130.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0130
 KO0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0130.GEOID18 height accuracy estimate available here.
 KO0130
 KO0130.The vertical order pertains to the NGVD 29 superseded value.
 KO0130
 KO0130.Click photographs - Photos may exist for this station.
 KO0130
 KO0130;                    North         East    Units  Estimated Accuracy
 KO0130;SPC UT C     - 2,101,420.      447,850.      MT  (+/- 180 meters Scaled)
 KO0130
 KO0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ047445(NAD 83)
 KO0130
 KO0130                          SUPERSEDED SURVEY CONTROL
 KO0130
 KO0130  NGVD 29 (??/??/92) 1617.206  (m)         5305.78   (f) ADJ UNCH       
 KO0130
 KO0130.Superseded values are not recommended for survey control.
 KO0130
 KO0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0130.See file dsdata.pdf to determine how the superseded data were derived.
 KO0130
 KO0130_MARKER: Q = CHISELED SQUARE
 KO0130_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0130_SP_SET: CULVERT HEADWALL
 KO0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0130+STABILITY: SURFACE MOTION
 KO0130
 KO0130  HISTORY     - Date     Condition        Report By
 KO0130  HISTORY     - UNK      MONUMENTED       USGS
 KO0130  HISTORY     - 1934     GOOD             CGS
 KO0130  HISTORY     - 20120113 MARK NOT FOUND   GEOCAC
 KO0130
 KO0130                          STATION DESCRIPTION
 KO0130
 KO0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0130'IN SCIPIO.
 KO0130'AT SCIPIO, MILLARD COUNTY, 71 FEET WEST OF BENCH MARK H 109
 KO0130'(U.S.G.S.), DESCRIBED ABOVE, AT A CONCRETE CULVERT, AND ON THE CENTER
 KO0130'OF THE TOP OF THE HEAD WALL.  A CHISELED SQUARE.
 KO0130
 KO0130                          STATION RECOVERY (2012)
 KO0130
 KO0130'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 KO0130'THE DESCRIPTION IS COMPLETELY OUTDATED. THERE IS NO CONCRETE CULVERT
 KO0130'OR ANY OTHER CONCRETE STRUCTURE 51 FEET WEST OF BENCHMARK H 109
 KO0130'(KO0129). THERE IS NO LONGER A DRAINAGE CHANNEL OR ANY OTHER REASON
 KO0130'FOR THE EXISTENCE OF A CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0126 ***********************************************************************
 KO0126  DESIGNATION -  5320
 KO0126  PID         -  KO0126
 KO0126  STATE/COUNTY-  UT/MILLARD
 KO0126  COUNTRY     -  US
 KO0126  USGS QUAD   -  SCIPIO PASS (2017)
 KO0126
 KO0126                         *CURRENT SURVEY CONTROL
 KO0126  ______________________________________________________________________
 KO0126* NAD 83(1986) POSITION- 39 14 02.     (N) 112 08 14.     (W)   SCALED
 KO0126* NAVD 88 ORTHO HEIGHT -  1622.300 (meters)     5322.50  (feet) ADJUSTED
 KO0126  ______________________________________________________________________
 KO0126  GEOID HEIGHT    -        -18.247 (meters)                     GEOID18
 KO0126  DYNAMIC HEIGHT  -       1620.699 (meters)     5317.24  (feet) COMP
 KO0126  MODELED GRAVITY -    979,583.2   (mgal)                       NAVD 88
 KO0126
 KO0126  VERT ORDER      -  SECOND    CLASS 0
 KO0126
 KO0126.The horizontal coordinates were scaled from a map and have
 KO0126.an estimated accuracy of +/- 6 seconds.
 KO0126
 KO0126.The orthometric height was determined by differential leveling and
 KO0126.adjusted by the NATIONAL GEODETIC SURVEY
 KO0126.in June 1991.
 KO0126
 KO0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0126.GEOID18 height accuracy estimate available here.
 KO0126
 KO0126.Click photographs - Photos may exist for this station.
 KO0126
 KO0126.The dynamic height is computed by dividing the NAVD 88
 KO0126.geopotential number by the normal gravity value computed on the
 KO0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0126.degrees latitude (g = 980.6199 gals.).
 KO0126
 KO0126.The modeled gravity was interpolated from observed gravity values.
 KO0126
 KO0126;                    North         East    Units  Estimated Accuracy
 KO0126;SPC UT C     - 2,100,180.      444,990.      MT  (+/- 180 meters Scaled)
 KO0126
 KO0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ018433(NAD 83)
 KO0126
 KO0126                          SUPERSEDED SURVEY CONTROL
 KO0126
 KO0126  NGVD 29 (??/??/92) 1621.132  (m)         5318.66   (f) ADJ UNCH    2 0
 KO0126
 KO0126.Superseded values are not recommended for survey control.
 KO0126
 KO0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0126.See file dsdata.pdf to determine how the superseded data were derived.
 KO0126
 KO0126_MARKER: Q = CHISELED SQUARE
 KO0126_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0126_SP_SET: CULVERT HEADWALL
 KO0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0126+STABILITY: SURFACE MOTION
 KO0126
 KO0126  HISTORY     - Date     Condition        Report By
 KO0126  HISTORY     - UNK      MONUMENTED       USGS
 KO0126  HISTORY     - 1934     GOOD             CGS
 KO0126
 KO0126                          STATION DESCRIPTION
 KO0126
 KO0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0126'2.0 MI SW FROM SCIPIO.
 KO0126'ABOUT 2.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE SCHOOLHOUSE
 KO0126'AT SCIPIO, MILLARD COUNTY, AT THE NORTHWEST EDGE OF THE HIGHWAY, AT A
 KO0126'CONCRETE CULVERT OVER AN IRRIGATION DITCH, AND ON THE CENTER OF THE
 KO0126'TOP OF THE HEAD WALL.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0292 ***********************************************************************
 LN0292  DESIGNATION -  5349.7
 LN0292  PID         -  LN0292
 LN0292  STATE/COUNTY-  UT/UINTAH
 LN0292  COUNTRY     -  US
 LN0292  USGS QUAD   -  VERNAL NE (2017)
 LN0292
 LN0292                         *CURRENT SURVEY CONTROL
 LN0292  ______________________________________________________________________
 LN0292* NAD 83(1986) POSITION- 40 26 53.     (N) 109 32 16.     (W)   SCALED
 LN0292* NAVD 88 ORTHO HEIGHT -  1631.857 (meters)     5353.85  (feet) ADJUSTED
 LN0292  ______________________________________________________________________
 LN0292  GEOID HEIGHT    -        -16.818 (meters)                     GEOID18
 LN0292  DYNAMIC HEIGHT  -       1630.344 (meters)     5348.89  (feet) COMP
 LN0292  MODELED GRAVITY -    979,642.0   (mgal)                       NAVD 88
 LN0292
 LN0292  VERT ORDER      -  FIRST     CLASS II
 LN0292
 LN0292.The horizontal coordinates were scaled from a map and have
 LN0292.an estimated accuracy of +/- 6 seconds.
 LN0292
 LN0292.The orthometric height was determined by differential leveling and
 LN0292.adjusted by the NATIONAL GEODETIC SURVEY
 LN0292.in June 1991.
 LN0292
 LN0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0292.GEOID18 height accuracy estimate available here.
 LN0292
 LN0292.Click photographs - Photos may exist for this station.
 LN0292
 LN0292.The dynamic height is computed by dividing the NAVD 88
 LN0292.geopotential number by the normal gravity value computed on the
 LN0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0292.degrees latitude (g = 980.6199 gals.).
 LN0292
 LN0292.The modeled gravity was interpolated from observed gravity values.
 LN0292
 LN0292;                    North         East    Units  Estimated Accuracy
 LN0292;SPC UT C     - 2,236,610.      666,440.      MT  (+/- 180 meters Scaled)
 LN0292
 LN0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK239785(NAD 83)
 LN0292
 LN0292                          SUPERSEDED SURVEY CONTROL
 LN0292
 LN0292  NGVD 29 (??/??/92) 1630.593  (m)         5349.70   (f) ADJ UNCH    1 2
 LN0292
 LN0292.Superseded values are not recommended for survey control.
 LN0292
 LN0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0292.See file dsdata.pdf to determine how the superseded data were derived.
 LN0292
 LN0292_MARKER: Q = CHISELED SQUARE
 LN0292_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LN0292_SP_SET: CULVERT HEADWALL
 LN0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0292+STABILITY: SURFACE MOTION
 LN0292
 LN0292  HISTORY     - Date     Condition        Report By
 LN0292  HISTORY     - UNK      MONUMENTED       USGS
 LN0292  HISTORY     - 1934     GOOD             CGS
 LN0292  HISTORY     - 20091020 MARK NOT FOUND   GEOCAC
 LN0292
 LN0292                          STATION DESCRIPTION
 LN0292
 LN0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0292'0.9 MI SW FROM VERNAL.
 LN0292'VERNAL POST OFFICE, UINTAH COUNTY, 0.4 MI. WEST ALONG U.S. HIGHWAY 40
 LN0292'FROM, THENCE 0.5 MI. SOUTH FROM AT THE SW CORNER OF INTERSECTIONS 5S
 LN0292'AND 5W.  AT A LARGE CULVERT UNDER ROAD ON THE NORTH END OF THE WEST
 LN0292'HEADWALL, A CHISELED SQUARE.  (ALONG SIDE THE CHISELED SQUARE IS A
 LN0292'UTAH STATE ENGINEERS BM).
 LN0292
 LN0292                          STATION RECOVERY (2009)
 LN0292
 LN0292'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LN0292'ALL DITCHES AT THIS INTERSECTION HAVE BEEN FILLED IN OR PLACED
 LN0292'UNDERGROUND.  COULD NOT FIND ANT TRACE OF THE OLD CULVERT HEAD WALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0293 ***********************************************************************
 LN0293  DESIGNATION -  5360.9
 LN0293  PID         -  LN0293
 LN0293  STATE/COUNTY-  UT/UINTAH
 LN0293  COUNTRY     -  US
 LN0293  USGS QUAD   -  VERNAL NE (2017)
 LN0293
 LN0293                         *CURRENT SURVEY CONTROL
 LN0293  ______________________________________________________________________
 LN0293* NAD 83(1986) POSITION- 40 26 03.     (N) 109 32 15.     (W)   SCALED
 LN0293* NAVD 88 ORTHO HEIGHT -  1635.260 (meters)     5365.02  (feet) ADJUSTED
 LN0293  ______________________________________________________________________
 LN0293  GEOID HEIGHT    -        -16.924 (meters)                     GEOID18
 LN0293  DYNAMIC HEIGHT  -       1633.739 (meters)     5360.03  (feet) COMP
 LN0293  MODELED GRAVITY -    979,638.3   (mgal)                       NAVD 88
 LN0293
 LN0293  VERT ORDER      -  FIRST     CLASS II
 LN0293
 LN0293.The horizontal coordinates were scaled from a map and have
 LN0293.an estimated accuracy of +/- 6 seconds.
 LN0293
 LN0293.The orthometric height was determined by differential leveling and
 LN0293.adjusted by the NATIONAL GEODETIC SURVEY
 LN0293.in June 1991.
 LN0293
 LN0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0293.GEOID18 height accuracy estimate available here.
 LN0293
 LN0293.Click photographs - Photos may exist for this station.
 LN0293
 LN0293.The dynamic height is computed by dividing the NAVD 88
 LN0293.geopotential number by the normal gravity value computed on the
 LN0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0293.degrees latitude (g = 980.6199 gals.).
 LN0293
 LN0293.The modeled gravity was interpolated from observed gravity values.
 LN0293
 LN0293;                    North         East    Units  Estimated Accuracy
 LN0293;SPC UT C     - 2,235,060.      666,500.      MT  (+/- 180 meters Scaled)
 LN0293
 LN0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK240769(NAD 83)
 LN0293
 LN0293                          SUPERSEDED SURVEY CONTROL
 LN0293
 LN0293  NGVD 29 (??/??/92) 1633.991  (m)         5360.85   (f) ADJ UNCH    1 2
 LN0293
 LN0293.Superseded values are not recommended for survey control.
 LN0293
 LN0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0293.See file dsdata.pdf to determine how the superseded data were derived.
 LN0293
 LN0293_MARKER: Q = CHISELED SQUARE
 LN0293_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LN0293_SP_SET: CULVERT HEADWALL
 LN0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0293+STABILITY: SURFACE MOTION
 LN0293
 LN0293  HISTORY     - Date     Condition        Report By
 LN0293  HISTORY     - UNK      MONUMENTED       USGS
 LN0293  HISTORY     - 1934     GOOD             CGS
 LN0293
 LN0293                          STATION DESCRIPTION
 LN0293
 LN0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0293'2.2 MI SW FROM VERNAL.
 LN0293'2.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM VERNAL, UINTAH COUNTY,
 LN0293'14 FEET WEST OF A POINT ABOUT 200 FEET NORTH OF A ROAD CROSSING, AT A
 LN0293'MASONRY CULVERT, AND ON THE TOP OF THE NORTHWEST CORNER OF THE WEST
 LN0293'HEAD WALL.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0132 ***********************************************************************
 KO0132  DESIGNATION -  5369
 KO0132  PID         -  KO0132
 KO0132  STATE/COUNTY-  UT/MILLARD
 KO0132  COUNTRY     -  US
 KO0132  USGS QUAD   -  SCIPIO SOUTH (2017)
 KO0132
 KO0132                         *CURRENT SURVEY CONTROL
 KO0132  ______________________________________________________________________
 KO0132* NAD 83(1986) POSITION- 39 13 14.     (N) 112 05 23.     (W)   SCALED
 KO0132* NAVD 88 ORTHO HEIGHT -  1637.029 (meters)     5370.82  (feet) ADJUSTED
 KO0132  ______________________________________________________________________
 KO0132  GEOID HEIGHT    -        -18.214 (meters)                     GEOID18
 KO0132  DYNAMIC HEIGHT  -       1635.416 (meters)     5365.53  (feet) COMP
 KO0132  MODELED GRAVITY -    979,584.0   (mgal)                       NAVD 88
 KO0132
 KO0132  VERT ORDER      -  SECOND    CLASS 0
 KO0132
 KO0132.The horizontal coordinates were scaled from a map and have
 KO0132.an estimated accuracy of +/- 6 seconds.
 KO0132
 KO0132.The orthometric height was determined by differential leveling and
 KO0132.adjusted by the NATIONAL GEODETIC SURVEY
 KO0132.in June 1991.
 KO0132
 KO0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0132.GEOID18 height accuracy estimate available here.
 KO0132
 KO0132.Click photographs - Photos may exist for this station.
 KO0132
 KO0132.The dynamic height is computed by dividing the NAVD 88
 KO0132.geopotential number by the normal gravity value computed on the
 KO0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0132.degrees latitude (g = 980.6199 gals.).
 KO0132
 KO0132.The modeled gravity was interpolated from observed gravity values.
 KO0132
 KO0132;                    North         East    Units  Estimated Accuracy
 KO0132;SPC UT C     - 2,098,670.      449,080.      MT  (+/- 180 meters Scaled)
 KO0132
 KO0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ059418(NAD 83)
 KO0132
 KO0132                          SUPERSEDED SURVEY CONTROL
 KO0132
 KO0132  NGVD 29 (??/??/92) 1635.871  (m)         5367.02   (f) ADJ UNCH    2 0
 KO0132
 KO0132.Superseded values are not recommended for survey control.
 KO0132
 KO0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0132.See file dsdata.pdf to determine how the superseded data were derived.
 KO0132
 KO0132_MARKER: Q = CHISELED SQUARE
 KO0132_SETTING: 80 = SET IN A BOULDER
 KO0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0132+STABILITY: SURFACE MOTION
 KO0132
 KO0132  HISTORY     - Date     Condition        Report By
 KO0132  HISTORY     - UNK      MONUMENTED       USGS
 KO0132  HISTORY     - 1934     GOOD             CGS
 KO0132
 KO0132                          STATION DESCRIPTION
 KO0132
 KO0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0132'1.9 MI SE FROM SCIPIO.
 KO0132'ABOUT 1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 63 FROM THE SCHOOLHOUSE
 KO0132'AT SCIPIO, MILLARD COUNTY, ABOUT 50 FEET SOUTH OF AN ANGLE IN THE
 KO0132'HIGHWAY, AT THE EAST SIDE OF THE ROAD, IN LINE WITH A FENCE, AND ON
 KO0132'THE TOP OF A BOULDER.  A CHISELED SQUARE, MARKED U.S.B.M. 5369.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0321 ***********************************************************************
 LN0321  DESIGNATION -  5376
 LN0321  PID         -  LN0321
 LN0321  STATE/COUNTY-  UT/UINTAH
 LN0321  COUNTRY     -  US
 LN0321  USGS QUAD   -  STEINAKER RESERVOIR (2017)
 LN0321
 LN0321                         *CURRENT SURVEY CONTROL
 LN0321  ______________________________________________________________________
 LN0321* NAD 83(1986) POSITION- 40 30 04.     (N) 109 32 01.     (W)   SCALED
 LN0321* NAVD 88 ORTHO HEIGHT -  1639.564 (meters)     5379.14  (feet) ADJUSTED
 LN0321  ______________________________________________________________________
 LN0321  GEOID HEIGHT    -        -16.346 (meters)                     GEOID18
 LN0321  DYNAMIC HEIGHT  -       1638.066 (meters)     5374.22  (feet) COMP
 LN0321  MODELED GRAVITY -    979,654.3   (mgal)                       NAVD 88
 LN0321
 LN0321  VERT ORDER      -  FIRST     CLASS II
 LN0321
 LN0321.The horizontal coordinates were scaled from a map and have
 LN0321.an estimated accuracy of +/- 6 seconds.
 LN0321
 LN0321.The orthometric height was determined by differential leveling and
 LN0321.adjusted by the NATIONAL GEODETIC SURVEY
 LN0321.in June 1991.
 LN0321
 LN0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0321.GEOID18 height accuracy estimate available here.
 LN0321
 LN0321.Click photographs - Photos may exist for this station.
 LN0321
 LN0321.The dynamic height is computed by dividing the NAVD 88
 LN0321.geopotential number by the normal gravity value computed on the
 LN0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0321.degrees latitude (g = 980.6199 gals.).
 LN0321
 LN0321.The modeled gravity was interpolated from observed gravity values.
 LN0321
 LN0321;                    North         East    Units  Estimated Accuracy
 LN0321;SPC UT C     - 2,242,500.      666,670.      MT  (+/- 180 meters Scaled)
 LN0321
 LN0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK242844(NAD 83)
 LN0321
 LN0321                          SUPERSEDED SURVEY CONTROL
 LN0321
 LN0321  NGVD 29 (??/??/92) 1638.307  (m)         5375.01   (f) ADJ UNCH    1 2
 LN0321
 LN0321.Superseded values are not recommended for survey control.
 LN0321
 LN0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0321.See file dsdata.pdf to determine how the superseded data were derived.
 LN0321
 LN0321_MARKER: DB = BENCH MARK DISK
 LN0321_SETTING: 66 = SET IN ROCK OUTCROP
 LN0321_STAMPING: 5374 36 EVAN
 LN0321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0321+STABILITY: POSITION/ELEVATION WELL
 LN0321
 LN0321  HISTORY     - Date     Condition        Report By
 LN0321  HISTORY     - 1905     MONUMENTED       USGS
 LN0321  HISTORY     - 1962     GOOD             CGS
 LN0321  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0321
 LN0321                          STATION DESCRIPTION
 LN0321
 LN0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0321'3.6 MI N FROM VERNAL.
 LN0321'ABOUT 3.6 MILES NORTH OF VERNAL, UINTAH COUNTY, AT THE WILLIAM GIBSON
 LN0321'RANCH, AT THE WEST EDGE OF THE FRONT YARD OF THE HOUSE, AT THE NORTH
 LN0321'SIDE OF THE PEDESTRIAN GATE, AND IN A SANDSTONE SHAFT EMBEDDED IN THE
 LN0321'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5374
 LN0321'36 EVAN.
 LN0321
 LN0321                          STATION RECOVERY (1984)
 LN0321
 LN0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0321'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0118 ***********************************************************************
 KO0118  DESIGNATION -  5376
 KO0118  PID         -  KO0118
 KO0118  STATE/COUNTY-  UT/MILLARD
 KO0118  COUNTRY     -  US
 KO0118  USGS QUAD   -  SCIPIO PASS (2017)
 KO0118
 KO0118                         *CURRENT SURVEY CONTROL
 KO0118  ______________________________________________________________________
 KO0118* NAD 83(1986) POSITION- 39 09 05.     (N) 112 13 50.     (W)   SCALED
 KO0118* NAVD 88 ORTHO HEIGHT -  1639.352 (meters)     5378.44  (feet) ADJUSTED
 KO0118  ______________________________________________________________________
 KO0118  GEOID HEIGHT    -        -18.416 (meters)                     GEOID18
 KO0118  DYNAMIC HEIGHT  -       1637.750 (meters)     5373.18  (feet) COMP
 KO0118  MODELED GRAVITY -    979,592.1   (mgal)                       NAVD 88
 KO0118
 KO0118  VERT ORDER      -  SECOND    CLASS 0
 KO0118
 KO0118.The horizontal coordinates were scaled from a map and have
 KO0118.an estimated accuracy of +/- 6 seconds.
 KO0118
 KO0118.The orthometric height was determined by differential leveling and
 KO0118.adjusted by the NATIONAL GEODETIC SURVEY
 KO0118.in June 1991.
 KO0118
 KO0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0118.GEOID18 height accuracy estimate available here.
 KO0118
 KO0118.Click photographs - Photos may exist for this station.
 KO0118
 KO0118.The dynamic height is computed by dividing the NAVD 88
 KO0118.geopotential number by the normal gravity value computed on the
 KO0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0118.degrees latitude (g = 980.6199 gals.).
 KO0118
 KO0118.The modeled gravity was interpolated from observed gravity values.
 KO0118
 KO0118;                    North         East    Units  Estimated Accuracy
 KO0118;SPC UT C     - 2,091,080.      436,850.      MT  (+/- 180 meters Scaled)
 KO0118
 KO0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ936342(NAD 83)
 KO0118
 KO0118                          SUPERSEDED SURVEY CONTROL
 KO0118
 KO0118  NGVD 29 (??/??/92) 1638.219  (m)         5374.72   (f) ADJ UNCH    2 0
 KO0118
 KO0118.Superseded values are not recommended for survey control.
 KO0118
 KO0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0118.See file dsdata.pdf to determine how the superseded data were derived.
 KO0118
 KO0118_MARKER: Q = CHISELED SQUARE
 KO0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KO0118_SP_SET: CULVERT
 KO0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0118
 KO0118  HISTORY     - Date     Condition        Report By
 KO0118  HISTORY     - UNK      MONUMENTED       USGS
 KO0118  HISTORY     - 1934     GOOD             CGS
 KO0118
 KO0118                          STATION DESCRIPTION
 KO0118
 KO0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0118'4.1 MI NE FROM HOLDEN.
 KO0118'ABOUT 4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE JUNCTION WITH
 KO0118'THE ROAD LEADING WEST TO DELTA AT HOLDEN, MILLARD COUNTY, AT THE
 KO0118'NORTHWEST EDGE OF THE HIGHWAY, AT A CONCRETE CULVERT, AND ON THE
 KO0118'CENTER OF THE TOP OF THE HEAD WALL.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0053 ***********************************************************************
 KN0053  DESIGNATION -  5386
 KN0053  PID         -  KN0053
 KN0053  STATE/COUNTY-  UT/CARBON
 KN0053  COUNTRY     -  US
 KN0053  USGS QUAD   -  MOUNDS (2017)
 KN0053
 KN0053                         *CURRENT SURVEY CONTROL
 KN0053  ______________________________________________________________________
 KN0053* NAD 83(1986) POSITION- 39 28 20.     (N) 110 37 06.     (W)   SCALED
 KN0053* NAVD 88 ORTHO HEIGHT -  1643.514 (meters)     5392.10  (feet) ADJUSTED
 KN0053  ______________________________________________________________________
 KN0053  GEOID HEIGHT    -        -17.665 (meters)                     GEOID18
 KN0053  DYNAMIC HEIGHT  -       1641.908 (meters)     5386.83  (feet) COMP
 KN0053  MODELED GRAVITY -    979,591.6   (mgal)                       NAVD 88
 KN0053
 KN0053  VERT ORDER      -  FIRST     CLASS II
 KN0053
 KN0053.The horizontal coordinates were scaled from a map and have
 KN0053.an estimated accuracy of +/- 6 seconds.
 KN0053
 KN0053.The orthometric height was determined by differential leveling and
 KN0053.adjusted by the NATIONAL GEODETIC SURVEY
 KN0053.in June 1991.
 KN0053
 KN0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0053.GEOID18 height accuracy estimate available here.
 KN0053
 KN0053.Click photographs - Photos may exist for this station.
 KN0053
 KN0053.The dynamic height is computed by dividing the NAVD 88
 KN0053.geopotential number by the normal gravity value computed on the
 KN0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0053.degrees latitude (g = 980.6199 gals.).
 KN0053
 KN0053.The modeled gravity was interpolated from observed gravity values.
 KN0053
 KN0053;                    North         East    Units  Estimated Accuracy
 KN0053;SPC UT C     - 2,126,810.      575,860.      MT  (+/- 180 meters Scaled)
 KN0053
 KN0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ328692(NAD 83)
 KN0053
 KN0053                          SUPERSEDED SURVEY CONTROL
 KN0053
 KN0053  NGVD 29 (??/??/92) 1642.465  (m)         5388.65   (f) ADJ UNCH    1 2
 KN0053
 KN0053.Superseded values are not recommended for survey control.
 KN0053
 KN0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0053.See file dsdata.pdf to determine how the superseded data were derived.
 KN0053
 KN0053_MARKER: DD = SURVEY DISK
 KN0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0053_SP_SET: ABUTMENT
 KN0053_STAMPING: 5386 1910 41
 KN0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0053
 KN0053  HISTORY     - Date     Condition        Report By
 KN0053  HISTORY     - 1910     MONUMENTED       USGS
 KN0053  HISTORY     - 1934     GOOD             CGS
 KN0053
 KN0053                          STATION DESCRIPTION
 KN0053
 KN0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0053'1.9 MI N FROM MOUNDS.
 KN0053'IN CARBON COUNTY, 1.9 MILES NORTH ALONG THE DENVER AND RIO GRANDE
 KN0053'WESTERN RAILROAD FROM MOUNDS, EMERY COUNTY, ABOUT 300 FEET WEST OF
 KN0053'MILEPOST 605, AT BRIDGE 605 A, IN THE TOP OF THE WEST ABUTMENT, AND 7
 KN0053'FEET NORTH OF THE CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL
 KN0053'SURVEY STANDARD DISK, STAMPED 5386 1910 41.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0408 ***********************************************************************
 KM0408  DESIGNATION -  54 FMK
 KM0408  PID         -  KM0408
 KM0408  STATE/COUNTY-  UT/GRAND
 KM0408  COUNTRY     -  US
 KM0408  USGS QUAD   -  ANTONE CANYON (2017)
 KM0408
 KM0408                         *CURRENT SURVEY CONTROL
 KM0408  ______________________________________________________________________
 KM0408* NAD 83(1986) POSITION- 39 12 55.8    (N) 109 16 20.6    (W)   HD_HELD2
 KM0408* NAVD 88 ORTHO HEIGHT -  1535.616 (meters)     5038.10  (feet) POSTED
 KM0408  ______________________________________________________________________
 KM0408  GEOID HEIGHT    -        -18.110 (meters)                     GEOID18
 KM0408  DYNAMIC HEIGHT  -       1534.12  (meters)     5033.2   (feet) COMP
 KM0408  MODELED GRAVITY -    979,599.7   (mgal)                       NAVD 88
 KM0408
 KM0408  VERT ORDER      -  * POSTED, SEE BELOW
 KM0408
 KM0408.The horizontal coordinates were established by autonomous hand held GPS
 KM0408.observations and have an estimated accuracy of +/- 10 meters.
 KM0408
 KM0408.The orthometric height was determined by differential leveling
 KM0408.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0408
 KM0408.* This is a POSTED BENCH MARK height.
 KM0408
 KM0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0408.GEOID18 height accuracy estimate available here.
 KM0408
 KM0408.Click photographs - Photos may exist for this station.
 KM0408
 KM0408.The dynamic height is computed by dividing the NAVD 88
 KM0408.geopotential number by the normal gravity value computed on the
 KM0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0408.degrees latitude (g = 980.6199 gals.).
 KM0408
 KM0408.The modeled gravity was interpolated from observed gravity values.
 KM0408
 KM0408;                    North         East    Units  Estimated Accuracy
 KM0408;SPC UT C     - 2,100,333.      692,355.      MT  (+/- 10 meters HH2 GPS)
 KM0408
 KM0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ4914642113(NAD 83)
 KM0408
 KM0408                          SUPERSEDED SURVEY CONTROL
 KM0408
 KM0408.No superseded survey control is available for this station.
 KM0408
 KM0408_MARKER: DD = SURVEY DISK
 KM0408_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0408_STAMPING: 54 FMK 1969 5035
 KM0408_MARK LOGO: USGS
 KM0408_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0408+SATELLITE: SATELLITE OBSERVATIONS - 1969
 KM0408
 KM0408  HISTORY     - Date     Condition        Report By
 KM0408  HISTORY     - 1969     MONUMENTED       USGS
 KM0408
 KM0408                          STATION DESCRIPTION
 KM0408
 KM0408'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0408'FROM MACK, COLORADO, PROCEED 15.6 MILES NORTHWEST ALONG U. S.
 KM0408'HIGHWAYS 6 AND 50, THENCE 8.1 MILES NORTHWEST ALONG COUNTY DIRT ROAD,
 KM0408'THENCE 3.7 MILES SOUTHWEST ALONG 4-WHEEL DRIVE TRACK ROAD, 83 FEET
 KM0408'EAST OF THE CENTERLINE OF THE TRACK ROAD, 59 FEET WEST OF THE
 KM0408'NORTHWEST CORNER OF A FENCE AROUND SMALL HOLDING POND SPRING, WITNESS
 KM0408'POST SET NEAR BENCH MARK, SET ON 5 FEET OF COPPER-COATED STEEL ROD
 KM0408'ENCASED IN A 6-INCH CONCRETE PIPE WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0145 ***********************************************************************
 KN0145  DESIGNATION -  54 RS
 KN0145  PID         -  KN0145
 KN0145  STATE/COUNTY-  UT/UTAH
 KN0145  COUNTRY     -  US
 KN0145  USGS QUAD   -  SOLDIER SUMMIT (2017)
 KN0145
 KN0145                         *CURRENT SURVEY CONTROL
 KN0145  ______________________________________________________________________
 KN0145* NAD 83(1986) POSITION- 39 55 32.     (N) 111 04 50.     (W)   SCALED
 KN0145* NAVD 88 ORTHO HEIGHT -  2270.04  (+/-2cm)     7447.6   (feet) VERTCON3
 KN0145  ______________________________________________________________________
 KN0145  GEOID HEIGHT    -        -15.857 (meters)                     GEOID18
 KN0145  VERT ORDER      -  THIRD (See Below)
 KN0145
 KN0145.The horizontal coordinates were scaled from a map and have
 KN0145.an estimated accuracy of +/- 6 seconds.
 KN0145
 KN0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0145
 KN0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0145.GEOID18 height accuracy estimate available here.
 KN0145
 KN0145.The vertical order pertains to the NGVD 29 superseded value.
 KN0145
 KN0145.Click photographs - Photos may exist for this station.
 KN0145
 KN0145;                    North         East    Units  Estimated Accuracy
 KN0145;SPC UT C     - 2,176,850.      535,850.      MT  (+/- 180 meters Scaled)
 KN0145
 KN0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK931194(NAD 83)
 KN0145
 KN0145                          SUPERSEDED SURVEY CONTROL
 KN0145
 KN0145  NGVD 29 (??/??/??) 2268.68   (m)         7443.2    (f) RESET       3  
 KN0145
 KN0145.Superseded values are not recommended for survey control.
 KN0145
 KN0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0145.See file dsdata.pdf to determine how the superseded data were derived.
 KN0145
 KN0145_MARKER: DD = SURVEY DISK
 KN0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0145_STAMPING: 54 RS 1938 7443
 KN0145_MARK LOGO: USGS
 KN0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0145+STABILITY: SURFACE MOTION
 KN0145
 KN0145  HISTORY     - Date     Condition        Report By
 KN0145  HISTORY     - 1938     MONUMENTED       USGS
 KN0145
 KN0145                          STATION DESCRIPTION
 KN0145
 KN0145'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 KN0145'IN SOLDIER SUMMIT.
 KN0145'AT SOLDIER SUMMIT, UTAH COUNTY, 21.3 FEET EAST OF THE NORTHEAST CORNER
 KN0145'OF THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION, AND 18 FEET
 KN0145'SOUTH OF THE CENTERLINE OF THE SOUTH TRACK.  A UNITED STATES
 KN0145'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 54 RS 1938 7443 AND SET IN
 KN0145'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0133 ***********************************************************************
 KO0133  DESIGNATION -  5416
 KO0133  PID         -  KO0133
 KO0133  STATE/COUNTY-  UT/MILLARD
 KO0133  COUNTRY     -  US
 KO0133  USGS QUAD   -  SCIPIO SOUTH (2017)
 KO0133
 KO0133                         *CURRENT SURVEY CONTROL
 KO0133  ______________________________________________________________________
 KO0133* NAD 83(1986) POSITION- 39 12 32.     (N) 112 05 20.     (W)   SCALED
 KO0133* NAVD 88 ORTHO HEIGHT -  1651.334 (meters)     5417.75  (feet) ADJUSTED
 KO0133  ______________________________________________________________________
 KO0133  GEOID HEIGHT    -        -18.211 (meters)                     GEOID18
 KO0133  DYNAMIC HEIGHT  -       1649.703 (meters)     5412.40  (feet) COMP
 KO0133  MODELED GRAVITY -    979,581.4   (mgal)                       NAVD 88
 KO0133
 KO0133  VERT ORDER      -  SECOND    CLASS 0
 KO0133
 KO0133.The horizontal coordinates were scaled from a map and have
 KO0133.an estimated accuracy of +/- 6 seconds.
 KO0133
 KO0133.The orthometric height was determined by differential leveling and
 KO0133.adjusted by the NATIONAL GEODETIC SURVEY
 KO0133.in June 1991.
 KO0133
 KO0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0133.GEOID18 height accuracy estimate available here.
 KO0133
 KO0133.Click photographs - Photos may exist for this station.
 KO0133
 KO0133.The dynamic height is computed by dividing the NAVD 88
 KO0133.geopotential number by the normal gravity value computed on the
 KO0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0133.degrees latitude (g = 980.6199 gals.).
 KO0133
 KO0133.The modeled gravity was interpolated from observed gravity values.
 KO0133
 KO0133;                    North         East    Units  Estimated Accuracy
 KO0133;SPC UT C     - 2,097,370.      449,140.      MT  (+/- 180 meters Scaled)
 KO0133
 KO0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ059405(NAD 83)
 KO0133
 KO0133                          SUPERSEDED SURVEY CONTROL
 KO0133
 KO0133  NGVD 29 (??/??/92) 1650.175  (m)         5413.95   (f) ADJ UNCH    2 0
 KO0133
 KO0133.Superseded values are not recommended for survey control.
 KO0133
 KO0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0133.See file dsdata.pdf to determine how the superseded data were derived.
 KO0133
 KO0133_MARKER: Q = CHISELED SQUARE
 KO0133_SETTING: 80 = SET IN A BOULDER
 KO0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0133+STABILITY: SURFACE MOTION
 KO0133
 KO0133  HISTORY     - Date     Condition        Report By
 KO0133  HISTORY     - UNK      MONUMENTED       USGS
 KO0133  HISTORY     - 1934     GOOD             CGS
 KO0133
 KO0133                          STATION DESCRIPTION
 KO0133
 KO0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0133'2.8 MI SE FROM SCIPIO.
 KO0133'ABOUT 2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 63 FROM THE SCHOOLHOUSE
 KO0133'AT SCIPIO, MILLARD COUNTY, ABOUT 125 FEET SOUTH OF A FARM ROAD LEADING
 KO0133'WEST, AT THE EAST SIDE OF THE HIGHWAY, AND ON THE TOP OF A PROMINENT
 KO0133'BOULDER.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0052 ***********************************************************************
 KN0052  DESIGNATION -  5439
 KN0052  PID         -  KN0052
 KN0052  STATE/COUNTY-  UT/EMERY
 KN0052  COUNTRY     -  US
 KN0052  USGS QUAD   -  MOUNDS (2017)
 KN0052
 KN0052                         *CURRENT SURVEY CONTROL
 KN0052  ______________________________________________________________________
 KN0052* NAD 83(1986) POSITION- 39 27 20.     (N) 110 35 30.     (W)   SCALED
 KN0052* NAVD 88 ORTHO HEIGHT -  1659.851 (meters)     5445.69  (feet) ADJUSTED
 KN0052  ______________________________________________________________________
 KN0052  GEOID HEIGHT    -        -17.771 (meters)                     GEOID18
 KN0052  DYNAMIC HEIGHT  -       1658.227 (meters)     5440.37  (feet) COMP
 KN0052  MODELED GRAVITY -    979,590.1   (mgal)                       NAVD 88
 KN0052
 KN0052  VERT ORDER      -  FIRST     CLASS II
 KN0052
 KN0052.The horizontal coordinates were scaled from a map and have
 KN0052.an estimated accuracy of +/- 6 seconds.
 KN0052
 KN0052.The orthometric height was determined by differential leveling and
 KN0052.adjusted by the NATIONAL GEODETIC SURVEY
 KN0052.in June 1991.
 KN0052
 KN0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0052.GEOID18 height accuracy estimate available here.
 KN0052
 KN0052.Click photographs - Photos may exist for this station.
 KN0052
 KN0052.The dynamic height is computed by dividing the NAVD 88
 KN0052.geopotential number by the normal gravity value computed on the
 KN0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0052.degrees latitude (g = 980.6199 gals.).
 KN0052
 KN0052.The modeled gravity was interpolated from observed gravity values.
 KN0052
 KN0052;                    North         East    Units  Estimated Accuracy
 KN0052;SPC UT C     - 2,124,990.      578,170.      MT  (+/- 180 meters Scaled)
 KN0052
 KN0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ351674(NAD 83)
 KN0052
 KN0052                          SUPERSEDED SURVEY CONTROL
 KN0052
 KN0052  NGVD 29 (??/??/92) 1658.799  (m)         5442.24   (f) ADJ UNCH    1 2
 KN0052
 KN0052.Superseded values are not recommended for survey control.
 KN0052
 KN0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0052.See file dsdata.pdf to determine how the superseded data were derived.
 KN0052
 KN0052_MARKER: P = PIPE CAP
 KN0052_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KN0052_STAMPING: 5439 1910 42
 KN0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0052+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2009
 KN0052
 KN0052  HISTORY     - Date     Condition        Report By
 KN0052  HISTORY     - 1910     MONUMENTED       USGS
 KN0052  HISTORY     - 1934     GOOD             CGS
 KN0052  HISTORY     - 20090205 GOOD             UT-007
 KN0052
 KN0052                          STATION DESCRIPTION
 KN0052
 KN0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0052'IN MOUNDS.
 KN0052'AT MOUNDS, EMERY COUNTY, ABOUT 220 FEET NORTH OF THE DENVER AND RIO
 KN0052'GRANDE WESTERN RAILROAD STATION, ABOUT 150 FEET EAST OF A HOUSE, AND
 KN0052'50 FEET EAST OF THE RIGHT-OF-WAY.  A UNITED STATES GEOLOGICAL SURVEY
 KN0052'STANDARD CAP, STAMPED 5439 1910 42 AND RIVETED ON THE TOP OF A
 KN0052'3-1/2-INCH IRON PIPE.
 KN0052
 KN0052                          STATION RECOVERY (2009)
 KN0052
 KN0052'RECOVERY NOTE BY CARBON COUNTY UTAH 2009 (BG)
 KN0052'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0215 ***********************************************************************
 LO0215  DESIGNATION -  5465 RESET
 LO0215  PID         -  LO0215
 LO0215  STATE/COUNTY-  UT/SUMMIT
 LO0215  COUNTRY     -  US
 LO0215  USGS QUAD   -  COALVILLE (2017)
 LO0215
 LO0215                         *CURRENT SURVEY CONTROL
 LO0215  ______________________________________________________________________
 LO0215* NAD 83(1986) POSITION- 40 58 27.     (N) 111 26 31.     (W)   SCALED
 LO0215* NAVD 88 ORTHO HEIGHT -  1667.669 (meters)     5471.34  (feet) ADJUSTED
 LO0215  ______________________________________________________________________
 LO0215  GEOID HEIGHT    -        -15.995 (meters)                     GEOID18
 LO0215  DYNAMIC HEIGHT  -       1666.202 (meters)     5466.53  (feet) COMP
 LO0215  MODELED GRAVITY -    979,686.8   (mgal)                       NAVD 88
 LO0215
 LO0215  VERT ORDER      -  FIRST     CLASS II
 LO0215
 LO0215.The horizontal coordinates were scaled from a map and have
 LO0215.an estimated accuracy of +/- 6 seconds.
 LO0215
 LO0215.The orthometric height was determined by differential leveling and
 LO0215.adjusted by the NATIONAL GEODETIC SURVEY
 LO0215.in June 1991.
 LO0215
 LO0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0215.GEOID18 height accuracy estimate available here.
 LO0215
 LO0215.Click photographs - Photos may exist for this station.
 LO0215
 LO0215.The dynamic height is computed by dividing the NAVD 88
 LO0215.geopotential number by the normal gravity value computed on the
 LO0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0215.degrees latitude (g = 980.6199 gals.).
 LO0215
 LO0215.The modeled gravity was interpolated from observed gravity values.
 LO0215
 LO0215;                    North         East    Units  Estimated Accuracy
 LO0215;SPC UT N     - 1,071,170.      504,890.      MT  (+/- 180 meters Scaled)
 LO0215
 LO0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL628359(NAD 83)
 LO0215
 LO0215                          SUPERSEDED SURVEY CONTROL
 LO0215
 LO0215  NGVD 29 (??/??/92) 1666.387  (m)         5467.14   (f) ADJ UNCH    1 2
 LO0215
 LO0215.Superseded values are not recommended for survey control.
 LO0215
 LO0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0215.See file dsdata.pdf to determine how the superseded data were derived.
 LO0215
 LO0215_MARKER: DD = SURVEY DISK
 LO0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0215_STAMPING: 5465 RESET 1956
 LO0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0215+STABILITY: SURFACE MOTION
 LO0215
 LO0215  HISTORY     - Date     Condition        Report By
 LO0215  HISTORY     - 1956     MONUMENTED       USGS
 LO0215  HISTORY     - 1958     GOOD             CGS
 LO0215  HISTORY     - 1983     MARK NOT FOUND   NGS
 LO0215
 LO0215                          STATION DESCRIPTION
 LO0215
 LO0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LO0215'0.2 MI NE FROM ECHO.
 LO0215'ABOUT 0.2 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LO0215'STATION AT ECHO, 42 FEET SOUTHWEST OF THE NEAR EDGE OF A CONCRETE
 LO0215'ISLAND IN THE CENTER OF U. S. HIGHWAY 30S, 58 FEET NORTHEAST OF THE
 LO0215'NEAR RAIL OF THE MAIN LINE, 26 FEET NORTHEAST OF THE NEAR RAIL OF A
 LO0215'SIDE TRACK, 22 FEET NORTHWEST OF THE NORTHEAST END OF A CONCRETE HEAD
 LO0215'WALL OF A CULVERT UNDER THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 LO0215'PROJECTING 6 INCHES.
 LO0215
 LO0215                          STATION RECOVERY (1983)
 LO0215
 LO0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LO0215'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0119 ***********************************************************************
 KO0119  DESIGNATION -  5466
 KO0119  PID         -  KO0119
 KO0119  STATE/COUNTY-  UT/MILLARD
 KO0119  COUNTRY     -  US
 KO0119  USGS QUAD   -  SCIPIO PASS (2017)
 KO0119
 KO0119                         *CURRENT SURVEY CONTROL
 KO0119  ______________________________________________________________________
 KO0119* NAD 83(1986) POSITION- 39 09 39.     (N) 112 13 16.     (W)   SCALED
 KO0119* NAVD 88 ORTHO HEIGHT -  1666.736 (meters)     5468.28  (feet) ADJUSTED
 KO0119  ______________________________________________________________________
 KO0119  GEOID HEIGHT    -        -18.384 (meters)                     GEOID18
 KO0119  DYNAMIC HEIGHT  -       1665.095 (meters)     5462.90  (feet) COMP
 KO0119  MODELED GRAVITY -    979,583.6   (mgal)                       NAVD 88
 KO0119
 KO0119  VERT ORDER      -  SECOND    CLASS 0
 KO0119
 KO0119.The horizontal coordinates were scaled from a map and have
 KO0119.an estimated accuracy of +/- 6 seconds.
 KO0119
 KO0119.The orthometric height was determined by differential leveling and
 KO0119.adjusted by the NATIONAL GEODETIC SURVEY
 KO0119.in June 1991.
 KO0119
 KO0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0119.GEOID18 height accuracy estimate available here.
 KO0119
 KO0119.Click photographs - Photos may exist for this station.
 KO0119
 KO0119.The dynamic height is computed by dividing the NAVD 88
 KO0119.geopotential number by the normal gravity value computed on the
 KO0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0119.degrees latitude (g = 980.6199 gals.).
 KO0119
 KO0119.The modeled gravity was interpolated from observed gravity values.
 KO0119
 KO0119;                    North         East    Units  Estimated Accuracy
 KO0119;SPC UT C     - 2,092,120.      437,680.      MT  (+/- 180 meters Scaled)
 KO0119
 KO0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ945353(NAD 83)
 KO0119
 KO0119                          SUPERSEDED SURVEY CONTROL
 KO0119
 KO0119  NGVD 29 (??/??/92) 1665.588  (m)         5464.52   (f) ADJ UNCH    2 0
 KO0119
 KO0119.Superseded values are not recommended for survey control.
 KO0119
 KO0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0119.See file dsdata.pdf to determine how the superseded data were derived.
 KO0119
 KO0119_MARKER: Q = CHISELED SQUARE
 KO0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KO0119_SP_SET: CULVERT
 KO0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0119
 KO0119  HISTORY     - Date     Condition        Report By
 KO0119  HISTORY     - UNK      MONUMENTED       USGS
 KO0119  HISTORY     - 1934     GOOD             CGS
 KO0119
 KO0119                          STATION DESCRIPTION
 KO0119
 KO0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0119'4.8 MI NE FROM HOLDEN.
 KO0119'ABOUT 4.8 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE JUNCTION WITH
 KO0119'THE ROAD LEADING WEST TO DELTA AT HOLDEN, MILLARD COUNTY, ABOUT 450
 KO0119'FEET SOUTH OF A FENCE CORNER, AT THE NORTHWEST EDGE OF THE HIGHWAY, AT
 KO0119'A CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF THE HEAD WALL. A
 KO0119'CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0290 ***********************************************************************
 JO0290  DESIGNATION -  5495
 JO0290  PID         -  JO0290
 JO0290  STATE/COUNTY-  UT/BEAVER
 JO0290  COUNTRY     -  US
 JO0290  USGS QUAD   -  MILFORD (2017)
 JO0290
 JO0290                         *CURRENT SURVEY CONTROL
 JO0290  ______________________________________________________________________
 JO0290* NAD 83(1986) POSITION- 38 26 53.     (N) 113 06 06.     (W)   SCALED
 JO0290* NAVD 88 ORTHO HEIGHT -  1652.511 (meters)     5421.61  (feet) ADJUSTED
 JO0290  ______________________________________________________________________
 JO0290  GEOID HEIGHT    -        -20.849 (meters)                     GEOID18
 JO0290  DYNAMIC HEIGHT  -       1650.782 (meters)     5415.94  (feet) COMP
 JO0290  MODELED GRAVITY -    979,523.7   (mgal)                       NAVD 88
 JO0290
 JO0290  VERT ORDER      -  FIRST     CLASS II
 JO0290
 JO0290.The horizontal coordinates were scaled from a map and have
 JO0290.an estimated accuracy of +/- 6 seconds.
 JO0290
 JO0290.The orthometric height was determined by differential leveling and
 JO0290.adjusted by the NATIONAL GEODETIC SURVEY
 JO0290.in June 1991.
 JO0290
 JO0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0290.GEOID18 height accuracy estimate available here.
 JO0290
 JO0290.Click photographs - Photos may exist for this station.
 JO0290
 JO0290.The dynamic height is computed by dividing the NAVD 88
 JO0290.geopotential number by the normal gravity value computed on the
 JO0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0290.degrees latitude (g = 980.6199 gals.).
 JO0290
 JO0290.The modeled gravity was interpolated from observed gravity values.
 JO0290
 JO0290;                    North         East    Units  Estimated Accuracy
 JO0290;SPC UT S     - 3,198,910.      360,190.      MT  (+/- 180 meters Scaled)
 JO0290
 JO0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH165576(NAD 83)
 JO0290
 JO0290                          SUPERSEDED SURVEY CONTROL
 JO0290
 JO0290  NGVD 29 (??/??/92) 1651.418  (m)         5418.03   (f) ADJ UNCH    1 2
 JO0290
 JO0290.Superseded values are not recommended for survey control.
 JO0290
 JO0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0290.See file dsdata.pdf to determine how the superseded data were derived.
 JO0290
 JO0290_MARKER: P = PIPE CAP
 JO0290_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JO0290_STAMPING: 5495 FRR
 JO0290_MARK LOGO: USGS
 JO0290_MAGNETIC: P = MARKER IS A STEEL PIPE
 JO0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0290
 JO0290  HISTORY     - Date     Condition        Report By
 JO0290  HISTORY     - 1904     MONUMENTED       USGS
 JO0290  HISTORY     - 1934     GOOD             CGS
 JO0290  HISTORY     - 1984     GOOD             NGS
 JO0290
 JO0290                          STATION DESCRIPTION
 JO0290
 JO0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0290'7.6 MI W FROM MILFORD.
 JO0290'7.6 MILES WEST ALONG THE ABANDONED LOS ANGELES AND SALT LAKE RAILROAD
 JO0290'FROM THE STATION AT MILFORD, BEAVER COUNTY, 8 FEET WEST OF THE
 JO0290'THIRTEENTH POLE EAST OF MILEPOST 8, AT THE NORTH EDGE OF A DIM WAGON
 JO0290'ROAD, AND 36 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A UNITED
 JO0290'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5495 FRR AND RIVETED ON
 JO0290'THE TOP OF A 3-1/2-INCH IRON PIPE SET IN CONCRETE.
 JO0290
 JO0290                          STATION RECOVERY (1984)
 JO0290
 JO0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0290'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0409 ***********************************************************************
 KM0409  DESIGNATION -  55 FMK
 KM0409  PID         -  KM0409
 KM0409  STATE/COUNTY-  UT/GRAND
 KM0409  COUNTRY     -  US
 KM0409  USGS QUAD   -  ANTONE CANYON (2017)
 KM0409
 KM0409                         *CURRENT SURVEY CONTROL
 KM0409  ______________________________________________________________________
 KM0409* NAD 83(1986) POSITION- 39 11 55.6    (N) 109 16 01.2    (W)   HD_HELD2
 KM0409* NAVD 88 ORTHO HEIGHT -  1497.544 (meters)     4913.19  (feet) POSTED
 KM0409  ______________________________________________________________________
 KM0409  GEOID HEIGHT    -        -18.205 (meters)                     GEOID18
 KM0409  DYNAMIC HEIGHT  -       1496.09  (meters)     4908.4   (feet) COMP
 KM0409  MODELED GRAVITY -    979,604.2   (mgal)                       NAVD 88
 KM0409
 KM0409  VERT ORDER      -  * POSTED, SEE BELOW
 KM0409
 KM0409.The horizontal coordinates were established by autonomous hand held GPS
 KM0409.observations and have an estimated accuracy of +/- 10 meters.
 KM0409
 KM0409.The orthometric height was determined by differential leveling
 KM0409.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0409
 KM0409.* This is a POSTED BENCH MARK height.
 KM0409
 KM0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0409.GEOID18 height accuracy estimate available here.
 KM0409
 KM0409.Click photographs - Photos may exist for this station.
 KM0409
 KM0409.The dynamic height is computed by dividing the NAVD 88
 KM0409.geopotential number by the normal gravity value computed on the
 KM0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0409.degrees latitude (g = 980.6199 gals.).
 KM0409
 KM0409.The modeled gravity was interpolated from observed gravity values.
 KM0409
 KM0409;                    North         East    Units  Estimated Accuracy
 KM0409;SPC UT C     - 2,098,489.      692,867.      MT  (+/- 10 meters HH2 GPS)
 KM0409
 KM0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ4964740266(NAD 83)
 KM0409
 KM0409                          SUPERSEDED SURVEY CONTROL
 KM0409
 KM0409.No superseded survey control is available for this station.
 KM0409
 KM0409_MARKER: DD = SURVEY DISK
 KM0409_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0409_STAMPING: 55 FMK 1969 4910
 KM0409_MARK LOGO: USGS
 KM0409_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0409+SATELLITE: SATELLITE OBSERVATIONS - 1969
 KM0409
 KM0409  HISTORY     - Date     Condition        Report By
 KM0409  HISTORY     - 1969     MONUMENTED       USGS
 KM0409
 KM0409                          STATION DESCRIPTION
 KM0409
 KM0409'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0409'FROM MACK, COLORADO, PROCEED 15.6 MILES NORTHWEST ALONG U. S.
 KM0409'HIGHWAYS 6 AND 50, THENCE 8.1 MILES NORTHWEST ALONG COUNTY DIRT ROAD,
 KM0409'THENCE 4.9 MILES SOUTHWEST ALONG 4-WHEEL DRIVE TRACK ROAD, 0.1 MILE
 KM0409'EAST OF THE ROAD AND DRAIN CROSSING, 41 FEET WEST OF THE CENTERLINE
 KM0409'OF A TRACK ROAD, WITNESS POST SET NEAR BENCH MARK, SET ON 10 FEET OF
 KM0409'COPPER-COATED STEEL ROD ENCASED IN A 6-INCH CONCRETE PIPE WHICH IS
 KM0409'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0135 ***********************************************************************
 KO0135  DESIGNATION -  5522
 KO0135  PID         -  KO0135
 KO0135  STATE/COUNTY-  UT/MILLARD
 KO0135  COUNTRY     -  US
 KO0135  USGS QUAD   -  SCIPIO SOUTH (2017)
 KO0135
 KO0135                         *CURRENT SURVEY CONTROL
 KO0135  ______________________________________________________________________
 KO0135* NAD 83(1986) POSITION- 39 11 07.     (N) 112 05 23.     (W)   SCALED
 KO0135* NAVD 88 ORTHO HEIGHT -  1683.840 (meters)     5524.40  (feet) ADJUSTED
 KO0135  ______________________________________________________________________
 KO0135  GEOID HEIGHT    -        -18.207 (meters)                     GEOID18
 KO0135  DYNAMIC HEIGHT  -       1682.161 (meters)     5518.89  (feet) COMP
 KO0135  MODELED GRAVITY -    979,570.8   (mgal)                       NAVD 88
 KO0135
 KO0135  VERT ORDER      -  SECOND    CLASS 0
 KO0135
 KO0135.The horizontal coordinates were scaled from a map and have
 KO0135.an estimated accuracy of +/- 6 seconds.
 KO0135
 KO0135.The orthometric height was determined by differential leveling and
 KO0135.adjusted by the NATIONAL GEODETIC SURVEY
 KO0135.in June 1991.
 KO0135
 KO0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0135.GEOID18 height accuracy estimate available here.
 KO0135
 KO0135.Click photographs - Photos may exist for this station.
 KO0135
 KO0135.The dynamic height is computed by dividing the NAVD 88
 KO0135.geopotential number by the normal gravity value computed on the
 KO0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0135.degrees latitude (g = 980.6199 gals.).
 KO0135
 KO0135.The modeled gravity was interpolated from observed gravity values.
 KO0135
 KO0135;                    North         East    Units  Estimated Accuracy
 KO0135;SPC UT C     - 2,094,750.      449,050.      MT  (+/- 180 meters Scaled)
 KO0135
 KO0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ058379(NAD 83)
 KO0135
 KO0135                          SUPERSEDED SURVEY CONTROL
 KO0135
 KO0135  NGVD 29 (??/??/92) 1682.668  (m)         5520.55   (f) ADJ UNCH    2 0
 KO0135
 KO0135.Superseded values are not recommended for survey control.
 KO0135
 KO0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0135.See file dsdata.pdf to determine how the superseded data were derived.
 KO0135
 KO0135_MARKER: Q = CHISELED SQUARE
 KO0135_SETTING: 80 = SET IN A BOULDER
 KO0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0135+STABILITY: SURFACE MOTION
 KO0135
 KO0135  HISTORY     - Date     Condition        Report By
 KO0135  HISTORY     - UNK      MONUMENTED       USGS
 KO0135  HISTORY     - 1934     GOOD             CGS
 KO0135
 KO0135                          STATION DESCRIPTION
 KO0135
 KO0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0135'4.5 MI SE FROM SCIPIO.
 KO0135'ABOUT 4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 63 FROM THE SCHOOLHOUSE
 KO0135'AT SCIPIO, MILLARD COUNTY, IN FRONT OF AN ABANDONED ONE-ROOM BRICK
 KO0135'HOUSE, AT THE SOUTHWEST EDGE OF THE HIGHWAY, IN LINE WITH A FENCE, AND
 KO0135'ON THE TOP OF A BOULDER.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0296 ***********************************************************************
 LN0296  DESIGNATION -  5563.5
 LN0296  PID         -  LN0296
 LN0296  STATE/COUNTY-  UT/UINTAH
 LN0296  COUNTRY     -  US
 LN0296  USGS QUAD   -  VERNAL NE (2017)
 LN0296
 LN0296                         *CURRENT SURVEY CONTROL
 LN0296  ______________________________________________________________________
 LN0296* NAD 83(1986) POSITION- 40 25 59.     (N) 109 34 29.     (W)   SCALED
 LN0296* NAVD 88 ORTHO HEIGHT -  1697.013 (meters)     5567.62  (feet) ADJUSTED
 LN0296  ______________________________________________________________________
 LN0296  GEOID HEIGHT    -        -16.893 (meters)                     GEOID18
 LN0296  DYNAMIC HEIGHT  -       1695.419 (meters)     5562.39  (feet) COMP
 LN0296  MODELED GRAVITY -    979,626.9   (mgal)                       NAVD 88
 LN0296
 LN0296  VERT ORDER      -  FIRST     CLASS II
 LN0296
 LN0296.The horizontal coordinates were scaled from a map and have
 LN0296.an estimated accuracy of +/- 6 seconds.
 LN0296
 LN0296.The orthometric height was determined by differential leveling and
 LN0296.adjusted by the NATIONAL GEODETIC SURVEY
 LN0296.in June 1991.
 LN0296
 LN0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0296.GEOID18 height accuracy estimate available here.
 LN0296
 LN0296.Click photographs - Photos may exist for this station.
 LN0296
 LN0296.The dynamic height is computed by dividing the NAVD 88
 LN0296.geopotential number by the normal gravity value computed on the
 LN0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0296.degrees latitude (g = 980.6199 gals.).
 LN0296
 LN0296.The modeled gravity was interpolated from observed gravity values.
 LN0296
 LN0296;                    North         East    Units  Estimated Accuracy
 LN0296;SPC UT C     - 2,234,870.      663,340.      MT  (+/- 180 meters Scaled)
 LN0296
 LN0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK208767(NAD 83)
 LN0296
 LN0296                          SUPERSEDED SURVEY CONTROL
 LN0296
 LN0296  NGVD 29 (??/??/92) 1695.732  (m)         5563.41   (f) ADJ UNCH    1 2
 LN0296
 LN0296.Superseded values are not recommended for survey control.
 LN0296
 LN0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0296.See file dsdata.pdf to determine how the superseded data were derived.
 LN0296
 LN0296_MARKER: N = NAIL
 LN0296_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 LN0296_SP_SET: TREE ROOT
 LN0296_MARK LOGO: USGS
 LN0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0296
 LN0296  HISTORY     - Date     Condition        Report By
 LN0296  HISTORY     - UNK      MONUMENTED       USGS
 LN0296  HISTORY     - 1934     GOOD             CGS
 LN0296  HISTORY     - 1964     MARK NOT FOUND   USGS
 LN0296
 LN0296                          STATION DESCRIPTION
 LN0296
 LN0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0296'4.2 MI SW FROM VERNAL.
 LN0296'4.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM VERNAL, UINTAH COUNTY,
 LN0296'ABOUT 30 FEET SOUTH OF A POINT ABOUT 90 FEET EAST OF A ROAD FORK, AT
 LN0296'THE NORTHWEST SIDE OF A 34-INCH COTTONWOOD TREE, AND IN THE ROOT.  A
 LN0296'UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 LN0296
 LN0296                          STATION RECOVERY (1964)
 LN0296
 LN0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LN0296'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0090 ***********************************************************************
 KN0090  DESIGNATION -  5564
 KN0090  PID         -  KN0090
 KN0090  STATE/COUNTY-  UT/CARBON
 KN0090  COUNTRY     -  US
 KN0090  USGS QUAD   -  PRICE (2017)
 KN0090
 KN0090                         *CURRENT SURVEY CONTROL
 KN0090  ______________________________________________________________________
 KN0090* NAD 83(1986) POSITION- 39 35 54.     (N) 110 48 37.     (W)   SCALED
 KN0090* NAVD 88 ORTHO HEIGHT -  1697.571 (meters)     5569.45  (feet) ADJUSTED
 KN0090  ______________________________________________________________________
 KN0090  GEOID HEIGHT    -        -16.803 (meters)                     GEOID18
 KN0090  DYNAMIC HEIGHT  -       1695.934 (meters)     5564.08  (feet) COMP
 KN0090  MODELED GRAVITY -    979,602.3   (mgal)                       NAVD 88
 KN0090
 KN0090  VERT ORDER      -  FIRST     CLASS II
 KN0090
 KN0090.The horizontal coordinates were scaled from a map and have
 KN0090.an estimated accuracy of +/- 6 seconds.
 KN0090
 KN0090.The orthometric height was determined by differential leveling and
 KN0090.adjusted by the NATIONAL GEODETIC SURVEY
 KN0090.in June 1991.
 KN0090
 KN0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0090.GEOID18 height accuracy estimate available here.
 KN0090
 KN0090.Click photographs - Photos may exist for this station.
 KN0090
 KN0090.The dynamic height is computed by dividing the NAVD 88
 KN0090.geopotential number by the normal gravity value computed on the
 KN0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0090.degrees latitude (g = 980.6199 gals.).
 KN0090
 KN0090.The modeled gravity was interpolated from observed gravity values.
 KN0090
 KN0090;                    North         East    Units  Estimated Accuracy
 KN0090;SPC UT C     - 2,140,670.      559,240.      MT  (+/- 180 meters Scaled)
 KN0090
 KN0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ162831(NAD 83)
 KN0090
 KN0090                          SUPERSEDED SURVEY CONTROL
 KN0090
 KN0090  NGVD 29 (??/??/92) 1696.526  (m)         5566.02   (f) ADJ UNCH    1 2
 KN0090
 KN0090.Superseded values are not recommended for survey control.
 KN0090
 KN0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0090.See file dsdata.pdf to determine how the superseded data were derived.
 KN0090
 KN0090_MARKER: DB = BENCH MARK DISK
 KN0090_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KN0090_SP_SET: COPING
 KN0090_STAMPING: 5564-36 1910
 KN0090_MARK LOGO: USGS
 KN0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0090
 KN0090  HISTORY     - Date     Condition        Report By
 KN0090  HISTORY     - 1910     MONUMENTED       USGS
 KN0090  HISTORY     - 1954     GOOD             CGS
 KN0090  HISTORY     - 20091022 MARK NOT FOUND   GEOCAC
 KN0090
 KN0090                          STATION DESCRIPTION
 KN0090
 KN0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KN0090'IN PRICE.
 KN0090'AT PRICE, CARBON COUNTY, ON THE WEST SIDE OF THE COUNTY COURTHOUSE,
 KN0090'AND IN THE TOP OF THE FIRST COPING ON THE STEPS AT THE SOUTH ENTRANCE.
 KN0090'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5564 1910
 KN0090'36.
 KN0090
 KN0090                          STATION RECOVERY (2009)
 KN0090
 KN0090'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 KN0090'THERE IS A NEW BUILDING AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0213 ***********************************************************************
 LO0213  DESIGNATION -  5573.02
 LO0213  PID         -  LO0213
 LO0213  STATE/COUNTY-  UT/SUMMIT
 LO0213  COUNTRY     -  US
 LO0213  USGS QUAD   -  COALVILLE (2017)
 LO0213
 LO0213                         *CURRENT SURVEY CONTROL
 LO0213  ______________________________________________________________________
 LO0213* NAD 83(1986) POSITION- 40 58 02.03   (N) 111 25 42.29   (W)   HD_HELD1
 LO0213* NAVD 88 ORTHO HEIGHT -  1699.850 (meters)     5576.92  (feet) ADJUSTED
 LO0213  ______________________________________________________________________
 LO0213  GEOID HEIGHT    -        -15.956 (meters)                     GEOID18
 LO0213  DYNAMIC HEIGHT  -       1698.353 (meters)     5572.01  (feet) COMP
 LO0213  MODELED GRAVITY -    979,684.1   (mgal)                       NAVD 88
 LO0213
 LO0213  VERT ORDER      -  FIRST     CLASS II
 LO0213
 LO0213.The horizontal coordinates were determined by differentially corrected
 LO0213.hand held GPS observations or other comparable positioning techniques
 LO0213.and have an estimated accuracy of +/- 3 meters.
 LO0213
 LO0213.The orthometric height was determined by differential leveling and
 LO0213.adjusted by the NATIONAL GEODETIC SURVEY
 LO0213.in June 1991.
 LO0213
 LO0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0213.GEOID18 height accuracy estimate available here.
 LO0213
 LO0213.Click photographs - Photos may exist for this station.
 LO0213
 LO0213.The dynamic height is computed by dividing the NAVD 88
 LO0213.geopotential number by the normal gravity value computed on the
 LO0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0213.degrees latitude (g = 980.6199 gals.).
 LO0213
 LO0213.The modeled gravity was interpolated from observed gravity values.
 LO0213
 LO0213;                    North         East    Units  Estimated Accuracy
 LO0213;SPC UT N     - 1,070,396.1     506,025.7     MT  (+/- 3 meters HH1 GPS) 
 LO0213
 LO0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL6395135207(NAD 83)
 LO0213
 LO0213                          SUPERSEDED SURVEY CONTROL
 LO0213
 LO0213  NGVD 29 (??/??/92) 1698.573  (m)         5572.73   (f) ADJ UNCH    1 2
 LO0213
 LO0213.Superseded values are not recommended for survey control.
 LO0213
 LO0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0213.See file dsdata.pdf to determine how the superseded data were derived.
 LO0213
 LO0213_MARKER: B = BOLT
 LO0213_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0213_SP_SET: RETAINING WALL
 LO0213_STAMPING: 5573.02 18400
 LO0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0213+STABILITY: SURFACE MOTION
 LO0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0213+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2011
 LO0213
 LO0213  HISTORY     - Date     Condition        Report By
 LO0213  HISTORY     - UNK      MONUMENTED       USGS
 LO0213  HISTORY     - 1958     GOOD             CGS
 LO0213  HISTORY     - 20111003 GOOD             GEOCAC
 LO0213
 LO0213                          STATION DESCRIPTION
 LO0213
 LO0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LO0213'1.1 MI E FROM ECHO.
 LO0213'ABOUT 0.4 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LO0213'STATION AT ECHO, THENCE ABOUT 0.7 MILE SOUTHEAST ALONG A BRANCH LINE
 LO0213'OF THE UNION PACIFIC RAILROAD, AT THE NORTHEAST SIDE OF ECHO DAM, 110
 LO0213'FEET SOUTH OF THE NEAR RAIL, 30 FEET SOUTH OF THE CENTER LINE OF U. S.
 LO0213'HIGHWAY 189, 18 FEET WEST OF THE EAST END OF A CONCRETE RETAINING WALL
 LO0213'AND LARGE SQUARE PILLAR, ABOUT 3 FEET ABOVE THE GROUND, AND IN THE TOP
 LO0213'OF THE RETAINING WALL.
 LO0213
 LO0213                          STATION RECOVERY (2011)
 LO0213
 LO0213'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 LO0213'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0257 ***********************************************************************
 LO0257  DESIGNATION -  5583
 LO0257  PID         -  LO0257
 LO0257  STATE/COUNTY-  UT/SUMMIT
 LO0257  COUNTRY     -  US
 LO0257  USGS QUAD   -  COALVILLE (2017)
 LO0257
 LO0257                         *CURRENT SURVEY CONTROL
 LO0257  ______________________________________________________________________
 LO0257* NAD 83(1986) POSITION- 40 55 28.     (N) 111 24 06.     (W)   SCALED
 LO0257* NAVD 88 ORTHO HEIGHT -  1703.559 (meters)     5589.09  (feet) ADJUSTED
 LO0257  ______________________________________________________________________
 LO0257  GEOID HEIGHT    -        -15.859 (meters)                     GEOID18
 LO0257  DYNAMIC HEIGHT  -       1702.050 (meters)     5584.14  (feet) COMP
 LO0257  MODELED GRAVITY -    979,679.4   (mgal)                       NAVD 88
 LO0257
 LO0257  VERT ORDER      -  SECOND    CLASS 0
 LO0257
 LO0257.The horizontal coordinates were scaled from a map and have
 LO0257.an estimated accuracy of +/- 6 seconds.
 LO0257
 LO0257.The orthometric height was determined by differential leveling and
 LO0257.adjusted by the NATIONAL GEODETIC SURVEY
 LO0257.in June 1991.
 LO0257
 LO0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0257.GEOID18 height accuracy estimate available here.
 LO0257
 LO0257.Click photographs - Photos may exist for this station.
 LO0257
 LO0257.The dynamic height is computed by dividing the NAVD 88
 LO0257.geopotential number by the normal gravity value computed on the
 LO0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0257.degrees latitude (g = 980.6199 gals.).
 LO0257
 LO0257.The modeled gravity was interpolated from observed gravity values.
 LO0257
 LO0257;                    North         East    Units  Estimated Accuracy
 LO0257;SPC UT N     - 1,065,650.      508,280.      MT  (+/- 180 meters Scaled)
 LO0257
 LO0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL661304(NAD 83)
 LO0257
 LO0257                          SUPERSEDED SURVEY CONTROL
 LO0257
 LO0257  NGVD 29 (??/??/92) 1702.298  (m)         5584.96   (f) ADJ UNCH    2 0
 LO0257
 LO0257.Superseded values are not recommended for survey control.
 LO0257
 LO0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0257.See file dsdata.pdf to determine how the superseded data were derived.
 LO0257
 LO0257_MARKER: DB = BENCH MARK DISK
 LO0257_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LO0257_STAMPING: 5583
 LO0257_MARK LOGO: USGS
 LO0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0257
 LO0257  HISTORY     - Date     Condition        Report By
 LO0257  HISTORY     - 1900     MONUMENTED       USGS
 LO0257  HISTORY     - 1958     MARK NOT FOUND   CGS
 LO0257
 LO0257                          STATION DESCRIPTION
 LO0257
 LO0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LO0257'IN COALVILLE.
 LO0257'AT COALVILLE, SUMMIT COUNTY, ABOUT 0.6 MILE NORTH ALONG THE UNION
 LO0257'PACIFIC RAILROAD FROM THE STATION, ABOUT 400 FEET EAST OF THE TRACK,
 LO0257'ON U. S. HIGHWAY 89, AND ON THE WEST PROPERTY LINE OF THE HIGHWAY.  A
 LO0257'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5583 AND SET IN
 LO0257'THE TOP OF A STONE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0363 ***********************************************************************
 LO0363  DESIGNATION -  5593
 LO0363  PID         -  LO0363
 LO0363  STATE/COUNTY-  UT/WASATCH
 LO0363  COUNTRY     -  US
 LO0363  USGS QUAD   -  HEBER CITY (2017)
 LO0363
 LO0363                         *CURRENT SURVEY CONTROL
 LO0363  ______________________________________________________________________
 LO0363* NAD 83(1986) POSITION- 40 30 27.90   (N) 111 24 49.68   (W)   HD_HELD1
 LO0363* NAVD 88 ORTHO HEIGHT -  1706.579 (meters)     5599.00  (feet) ADJUSTED
 LO0363  ______________________________________________________________________
 LO0363  GEOID HEIGHT    -        -15.713 (meters)                     GEOID18
 LO0363  DYNAMIC HEIGHT  -       1705.028 (meters)     5593.91  (feet) COMP
 LO0363  MODELED GRAVITY -    979,656.3   (mgal)                       NAVD 88
 LO0363
 LO0363  VERT ORDER      -  SECOND    CLASS 0
 LO0363
 LO0363.The horizontal coordinates were determined by differentially corrected
 LO0363.hand held GPS observations or other comparable positioning techniques
 LO0363.and have an estimated accuracy of +/- 3 meters.
 LO0363
 LO0363.The orthometric height was determined by differential leveling and
 LO0363.adjusted by the NATIONAL GEODETIC SURVEY
 LO0363.in June 1991.
 LO0363
 LO0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0363.GEOID18 height accuracy estimate available here.
 LO0363
 LO0363.Click photographs - Photos may exist for this station.
 LO0363
 LO0363.The dynamic height is computed by dividing the NAVD 88
 LO0363.geopotential number by the normal gravity value computed on the
 LO0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0363.degrees latitude (g = 980.6199 gals.).
 LO0363
 LO0363.The modeled gravity was interpolated from observed gravity values.
 LO0363
 LO0363;                    North         East    Units  Estimated Accuracy
 LO0363;SPC UT C     - 2,241,411.2     507,305.9     MT  (+/- 3 meters HH1 GPS) 
 LO0363
 LO0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK6494184197(NAD 83)
 LO0363
 LO0363                          SUPERSEDED SURVEY CONTROL
 LO0363
 LO0363  NGVD 29 (??/??/92) 1705.408  (m)         5595.16   (f) ADJ UNCH    2 0
 LO0363
 LO0363.Superseded values are not recommended for survey control.
 LO0363
 LO0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0363.See file dsdata.pdf to determine how the superseded data were derived.
 LO0363
 LO0363_MARKER: DB = BENCH MARK DISK
 LO0363_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LO0363_STAMPING: 5593 SLAK
 LO0363_MARK LOGO: USGS
 LO0363_PROJECTION: PROJECTING 30 CENTIMETERS
 LO0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LO0363+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2010
 LO0363
 LO0363  HISTORY     - Date     Condition        Report By
 LO0363  HISTORY     - 1900     MONUMENTED       USGS
 LO0363  HISTORY     - 1934     GOOD             CGS
 LO0363  HISTORY     - 19980617 GOOD             NGS
 LO0363  HISTORY     - 20070415 GOOD             INDIV
 LO0363  HISTORY     - 20101211 GOOD             GEOCAC
 LO0363  HISTORY     - 20111016 GOOD             GEOCAC
 LO0363  HISTORY     - 20131017 GOOD             INDIV
 LO0363
 LO0363                          STATION DESCRIPTION
 LO0363
 LO0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0363'IN HEBER.
 LO0363'AT HEBER, WASATCH COUNTY, AT THE COURTHOUSE, AND IN LINE WITH THE
 LO0363'SOUTH FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 LO0363'5593 AND SET IN THE TOP OF A GRANITE POST PROJECTING 2 FEET ABOVE
 LO0363'GROUND.
 LO0363
 LO0363                          STATION RECOVERY (1998)
 LO0363
 LO0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DW)
 LO0363'THIS IS GRAVITY BASE STATION 'HEBER B', IGB 15601B.  DISK IS STAMPED
 LO0363''5593 SLAK'.
 LO0363
 LO0363                          STATION RECOVERY (2007)
 LO0363
 LO0363'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (RW)
 LO0363'RECOVERED IN GOOD CONDITION.
 LO0363
 LO0363                          STATION RECOVERY (2010)
 LO0363
 LO0363'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 LO0363'THE FENCE HAS BEEN REMOVED AND THIS RED GRANITE POST WITH FINISHED
 LO0363'EDGES NOW PROTRUDES ONLY ABOUT ONE FOOT.
 LO0363
 LO0363                          STATION RECOVERY (2011)
 LO0363
 LO0363'RECOVERY NOTE BY GEOCACHING 2011 (BRB)
 LO0363'RECOVERED IN GOOD CONDITION.
 LO0363
 LO0363                          STATION RECOVERY (2013)
 LO0363
 LO0363'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JEC)
 LO0363'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0410 ***********************************************************************
 KM0410  DESIGNATION -  56 FMK
 KM0410  PID         -  KM0410
 KM0410  STATE/COUNTY-  UT/GRAND
 KM0410  COUNTRY     -  US
 KM0410  USGS QUAD   -  ANTONE CANYON (2017)
 KM0410
 KM0410                         *CURRENT SURVEY CONTROL
 KM0410  ______________________________________________________________________
 KM0410* NAD 83(1986) POSITION- 39 11 29.0    (N) 109 16 21.4    (W)   HD_HELD2
 KM0410* NAVD 88 ORTHO HEIGHT -  1480.676 (meters)     4857.85  (feet) POSTED
 KM0410  ______________________________________________________________________
 KM0410  GEOID HEIGHT    -        -18.245 (meters)                     GEOID18
 KM0410  DYNAMIC HEIGHT  -       1479.24  (meters)     4853.1   (feet) COMP
 KM0410  MODELED GRAVITY -    979,605.3   (mgal)                       NAVD 88
 KM0410
 KM0410  VERT ORDER      -  * POSTED, SEE BELOW
 KM0410
 KM0410.The horizontal coordinates were established by autonomous hand held GPS
 KM0410.observations and have an estimated accuracy of +/- 10 meters.
 KM0410
 KM0410.The orthometric height was determined by differential leveling
 KM0410.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0410
 KM0410.* This is a POSTED BENCH MARK height.
 KM0410
 KM0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0410.GEOID18 height accuracy estimate available here.
 KM0410
 KM0410.Click photographs - Photos may exist for this station.
 KM0410
 KM0410.The dynamic height is computed by dividing the NAVD 88
 KM0410.geopotential number by the normal gravity value computed on the
 KM0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0410.degrees latitude (g = 980.6199 gals.).
 KM0410
 KM0410.The modeled gravity was interpolated from observed gravity values.
 KM0410
 KM0410;                    North         East    Units  Estimated Accuracy
 KM0410;SPC UT C     - 2,097,657.      692,402.      MT  (+/- 10 meters HH2 GPS)
 KM0410
 KM0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ4917839436(NAD 83)
 KM0410
 KM0410                          SUPERSEDED SURVEY CONTROL
 KM0410
 KM0410.No superseded survey control is available for this station.
 KM0410
 KM0410_MARKER: DD = SURVEY DISK
 KM0410_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0410_STAMPING: 56 FMK 1969 4854
 KM0410_MARK LOGO: USGS
 KM0410_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0410+SATELLITE: SATELLITE OBSERVATIONS - 1969
 KM0410
 KM0410  HISTORY     - Date     Condition        Report By
 KM0410  HISTORY     - 1969     MONUMENTED       USGS
 KM0410
 KM0410                          STATION DESCRIPTION
 KM0410
 KM0410'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0410'FROM MACK, COLORADO, PROCEED 23.7 MILES NORTHWEST ALONG U. S.
 KM0410'HIGHWAYS 6 AND 50, THENCE 7.9 MILES NORTHWEST ALONG COUNTY ROAD, 0.1
 KM0410'MILE SOUTHWEST OF STOCK POND, 350 FEET NORTH OF THE ROAD AND DRAIN
 KM0410'CROSSING (OPPOSITE TRACK ROAD EAST), 56 FEET NORTHEAST OF A NORTHEAST
 KM0410'DRAIN BANK, 50 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, WITNESS
 KM0410'POST SET NEAR BENCH MARK, SET ON 15 FEET OF COPPER-COATED STEEL ROD
 KM0410'ENCASED IN A 6-INCH CONCRETE PIPE WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0255 ***********************************************************************
 LO0255  DESIGNATION -  5607
 LO0255  PID         -  LO0255
 LO0255  STATE/COUNTY-  UT/SUMMIT
 LO0255  COUNTRY     -  US
 LO0255  USGS QUAD   -  COALVILLE (2017)
 LO0255
 LO0255                         *CURRENT SURVEY CONTROL
 LO0255  ______________________________________________________________________
 LO0255* NAD 83(1986) POSITION- 40 55 19.5    (N) 111 24 04.9    (W)   HD_HELD2
 LO0255* NAVD 88 ORTHO HEIGHT -  1710.803 (meters)     5612.86  (feet) ADJUSTED
 LO0255  ______________________________________________________________________
 LO0255  GEOID HEIGHT    -        -15.856 (meters)                     GEOID18
 LO0255  DYNAMIC HEIGHT  -       1709.288 (meters)     5607.89  (feet) COMP
 LO0255  MODELED GRAVITY -    979,679.4   (mgal)                       NAVD 88
 LO0255
 LO0255  VERT ORDER      -  SECOND    CLASS 0
 LO0255
 LO0255.The horizontal coordinates were established by autonomous hand held GPS
 LO0255.observations and have an estimated accuracy of +/- 10 meters.
 LO0255
 LO0255.The orthometric height was determined by differential leveling and
 LO0255.adjusted by the NATIONAL GEODETIC SURVEY
 LO0255.in June 1991.
 LO0255
 LO0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0255.GEOID18 height accuracy estimate available here.
 LO0255
 LO0255.Click photographs - Photos may exist for this station.
 LO0255
 LO0255.The dynamic height is computed by dividing the NAVD 88
 LO0255.geopotential number by the normal gravity value computed on the
 LO0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0255.degrees latitude (g = 980.6199 gals.).
 LO0255
 LO0255.The modeled gravity was interpolated from observed gravity values.
 LO0255
 LO0255;                    North         East    Units  Estimated Accuracy
 LO0255;SPC UT N     - 1,065,385.      508,309.      MT  (+/- 10 meters HH2 GPS)
 LO0255
 LO0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL6620530185(NAD 83)
 LO0255
 LO0255                          SUPERSEDED SURVEY CONTROL
 LO0255
 LO0255  NGVD 29 (??/??/92) 1709.542  (m)         5608.72   (f) ADJ UNCH    2 0
 LO0255
 LO0255.Superseded values are not recommended for survey control.
 LO0255
 LO0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0255.See file dsdata.pdf to determine how the superseded data were derived.
 LO0255
 LO0255_MARKER: DB = BENCH MARK DISK
 LO0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0255_STAMPING: 5607
 LO0255_MARK LOGO: USGS
 LO0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0255+STABILITY: SURFACE MOTION
 LO0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0255+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2011
 LO0255
 LO0255  HISTORY     - Date     Condition        Report By
 LO0255  HISTORY     - 1900     MONUMENTED       USGS
 LO0255  HISTORY     - 1934     GOOD             CGS
 LO0255  HISTORY     - 20111003 GOOD             GEOCAC
 LO0255
 LO0255                          STATION DESCRIPTION
 LO0255
 LO0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0255'IN COALVILLE.
 LO0255'SOUTH OF MERIDIAN MARK.  EAST OF HIGHWAY 530.  EAST OF HOUSE.  IN BANK
 LO0255'OF DUG-WAY.  10 FEET ABOVE ROAD.  700 FEET EAST OF UNION PACIFIC
 LO0255'RAILROAD TRACK.
 LO0255
 LO0255                          STATION RECOVERY (2011)
 LO0255
 LO0255'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 LO0255'BANK EROSION HAS EXPOSED THE POST TO ABOUT FOUR FEET.  WILL NEED
 LO0255'STABILIZATION SOON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0256 ***********************************************************************
 LO0256  DESIGNATION -  5607 RESET
 LO0256  PID         -  LO0256
 LO0256  STATE/COUNTY-  UT/SUMMIT
 LO0256  COUNTRY     -  US
 LO0256  USGS QUAD   -  COALVILLE (2017)
 LO0256
 LO0256                         *CURRENT SURVEY CONTROL
 LO0256  ______________________________________________________________________
 LO0256* NAD 83(1986) POSITION- 40 55 20.8    (N) 111 24 06.4    (W)   HD_HELD2
 LO0256* NAVD 88 ORTHO HEIGHT -  1707.828 (meters)     5603.10  (feet) ADJUSTED
 LO0256  ______________________________________________________________________
 LO0256  GEOID HEIGHT    -        -15.857 (meters)                     GEOID18
 LO0256  DYNAMIC HEIGHT  -       1706.316 (meters)     5598.14  (feet) COMP
 LO0256  MODELED GRAVITY -    979,679.4   (mgal)                       NAVD 88
 LO0256
 LO0256  VERT ORDER      -  FIRST     CLASS II
 LO0256
 LO0256.The horizontal coordinates were established by autonomous hand held GPS
 LO0256.observations and have an estimated accuracy of +/- 10 meters.
 LO0256
 LO0256.The orthometric height was determined by differential leveling and
 LO0256.adjusted by the NATIONAL GEODETIC SURVEY
 LO0256.in June 1991.
 LO0256
 LO0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0256.GEOID18 height accuracy estimate available here.
 LO0256
 LO0256.Click photographs - Photos may exist for this station.
 LO0256
 LO0256.The dynamic height is computed by dividing the NAVD 88
 LO0256.geopotential number by the normal gravity value computed on the
 LO0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0256.degrees latitude (g = 980.6199 gals.).
 LO0256
 LO0256.The modeled gravity was interpolated from observed gravity values.
 LO0256
 LO0256;                    North         East    Units  Estimated Accuracy
 LO0256;SPC UT N     - 1,065,425.      508,273.      MT  (+/- 10 meters HH2 GPS)
 LO0256
 LO0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL6617030225(NAD 83)
 LO0256
 LO0256                          SUPERSEDED SURVEY CONTROL
 LO0256
 LO0256  NGVD 29 (??/??/92) 1706.566  (m)         5598.96   (f) ADJ UNCH    1 2
 LO0256
 LO0256.Superseded values are not recommended for survey control.
 LO0256
 LO0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0256.See file dsdata.pdf to determine how the superseded data were derived.
 LO0256
 LO0256_MARKER: DB = BENCH MARK DISK
 LO0256_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LO0256+WITH SETTING: PAVEMENT
 LO0256_SP_SET: OUTLET
 LO0256_STAMPING: RESET 1944
 LO0256_MARK LOGO: USGS
 LO0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0256+STABILITY: SURFACE MOTION
 LO0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0256+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2012
 LO0256
 LO0256  HISTORY     - Date     Condition        Report By
 LO0256  HISTORY     - 1944     MONUMENTED       USGS
 LO0256  HISTORY     - 1958     GOOD             CGS
 LO0256  HISTORY     - 20120424 GOOD             GEOCAC
 LO0256
 LO0256                          STATION DESCRIPTION
 LO0256
 LO0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LO0256'IN COALVILLE.
 LO0256'AT COALVILLE, SUMMIT COUNTY, 0.5 MILE NORTH ALONG THE UNION PACIFIC
 LO0256'RAILROAD FROM THE STATION, 570 FEET EAST OF THE TRACK, 600 FEET NORTH
 LO0256'ALONG U. S. HIGHWAY 89 FROM THE CHALK CREEK BRIDGE, AT AN IRRIGATION
 LO0256'SIPHON UNDER THE HIGHWAY, AND IN THE TOP OF THE CONCRETE OUTLET
 LO0256'STRUCTURE AT THE WEST END.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LO0256'DISK, STAMPED RESET 1944.
 LO0256
 LO0256                          STATION RECOVERY (2012)
 LO0256
 LO0256'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 LO0256'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0278 ***********************************************************************
 JO0278  DESIGNATION -  5609
 JO0278  PID         -  JO0278
 JO0278  STATE/COUNTY-  UT/MILLARD
 JO0278  COUNTRY     -  US
 JO0278  USGS QUAD   -  DOG VALLEY PEAK (2017)
 JO0278
 JO0278                         *CURRENT SURVEY CONTROL
 JO0278  ______________________________________________________________________
 JO0278* NAD 83(1986) POSITION- 38 41 39.     (N) 112 36 05.     (W)   SCALED
 JO0278* NAVD 88 ORTHO HEIGHT -  1710.663 (meters)     5612.40  (feet) ADJUSTED
 JO0278  ______________________________________________________________________
 JO0278  GEOID HEIGHT    -        -19.692 (meters)                     GEOID18
 JO0278  DYNAMIC HEIGHT  -       1708.861 (meters)     5606.49  (feet) COMP
 JO0278  MODELED GRAVITY -    979,514.6   (mgal)                       NAVD 88
 JO0278
 JO0278  VERT ORDER      -  SECOND    CLASS 0
 JO0278
 JO0278.The horizontal coordinates were scaled from a map and have
 JO0278.an estimated accuracy of +/- 6 seconds.
 JO0278
 JO0278.The orthometric height was determined by differential leveling and
 JO0278.adjusted by the NATIONAL GEODETIC SURVEY
 JO0278.in June 1991.
 JO0278
 JO0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0278.GEOID18 height accuracy estimate available here.
 JO0278
 JO0278.Click photographs - Photos may exist for this station.
 JO0278
 JO0278.The dynamic height is computed by dividing the NAVD 88
 JO0278.geopotential number by the normal gravity value computed on the
 JO0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0278.degrees latitude (g = 980.6199 gals.).
 JO0278
 JO0278.The modeled gravity was interpolated from observed gravity values.
 JO0278
 JO0278;                    North         East    Units  Estimated Accuracy
 JO0278;SPC UT C     - 2,040,650.      404,180.      MT  (+/- 180 meters Scaled)
 JO0278
 JO0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH607840(NAD 83)
 JO0278
 JO0278                          SUPERSEDED SURVEY CONTROL
 JO0278
 JO0278  NGVD 29 (??/??/92) 1709.485  (m)         5608.54   (f) ADJ UNCH    2 0
 JO0278
 JO0278.Superseded values are not recommended for survey control.
 JO0278
 JO0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0278.See file dsdata.pdf to determine how the superseded data were derived.
 JO0278
 JO0278_MARKER: Q = CHISELED SQUARE
 JO0278_SETTING: 66 = SET IN ROCK OUTCROP
 JO0278_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0278+STABILITY: POSITION/ELEVATION WELL
 JO0278
 JO0278  HISTORY     - Date     Condition        Report By
 JO0278  HISTORY     - UNK      MONUMENTED       USGS
 JO0278  HISTORY     - 1934     GOOD             CGS
 JO0278  HISTORY     - 20210608 MARK NOT FOUND   UGS
 JO0278
 JO0278                          STATION DESCRIPTION
 JO0278
 JO0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0278'7.7 MI NW FROM COVE FORT.
 JO0278'ABOUT 7.7 MILES NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE MONUMENT AT
 JO0278'COVE FORT, MILLARD COUNTY, ON THE WEST EDGE OF AN ANGLE IN THE
 JO0278'HIGHWAY, AND ON THE TOP OF A PROMINENT ROCK LEDGE.  A CHISELED SQUARE,
 JO0278'MARKED U.S.B.M. 5609.
 JO0278
 JO0278                          STATION RECOVERY (2021)
 JO0278
 JO0278'RECOVERY NOTE BY UTAH GEOLOGICAL SURVEY 2021 (BE)
 JO0278'MARK NOT FOUND.  EXPANSION TO INTERSTATE 15 MAY HAVE IMPACTED THE
 JO0278'MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0136 ***********************************************************************
 KO0136  DESIGNATION -  5611
 KO0136  PID         -  KO0136
 KO0136  STATE/COUNTY-  UT/MILLARD
 KO0136  COUNTRY     -  US
 KO0136  USGS QUAD   -  SCIPIO SOUTH (2017)
 KO0136
 KO0136                         *CURRENT SURVEY CONTROL
 KO0136  ______________________________________________________________________
 KO0136* NAD 83(1986) POSITION- 39 10 39.     (N) 112 04 55.     (W)   SCALED
 KO0136* NAVD 88 ORTHO HEIGHT -  1711.005 (meters)     5613.52  (feet) ADJUSTED
 KO0136  ______________________________________________________________________
 KO0136  GEOID HEIGHT    -        -18.203 (meters)                     GEOID18
 KO0136  DYNAMIC HEIGHT  -       1709.291 (meters)     5607.90  (feet) COMP
 KO0136  MODELED GRAVITY -    979,564.8   (mgal)                       NAVD 88
 KO0136
 KO0136  VERT ORDER      -  SECOND    CLASS 0
 KO0136
 KO0136.The horizontal coordinates were scaled from a map and have
 KO0136.an estimated accuracy of +/- 6 seconds.
 KO0136
 KO0136.The orthometric height was determined by differential leveling and
 KO0136.adjusted by the NATIONAL GEODETIC SURVEY
 KO0136.in June 1991.
 KO0136
 KO0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0136.GEOID18 height accuracy estimate available here.
 KO0136
 KO0136.Click photographs - Photos may exist for this station.
 KO0136
 KO0136.The dynamic height is computed by dividing the NAVD 88
 KO0136.geopotential number by the normal gravity value computed on the
 KO0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0136.degrees latitude (g = 980.6199 gals.).
 KO0136
 KO0136.The modeled gravity was interpolated from observed gravity values.
 KO0136
 KO0136;                    North         East    Units  Estimated Accuracy
 KO0136;SPC UT C     - 2,093,880.      449,720.      MT  (+/- 180 meters Scaled)
 KO0136
 KO0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ065370(NAD 83)
 KO0136
 KO0136                          SUPERSEDED SURVEY CONTROL
 KO0136
 KO0136  NGVD 29 (??/??/92) 1709.829  (m)         5609.66   (f) ADJ UNCH    2 0
 KO0136
 KO0136.Superseded values are not recommended for survey control.
 KO0136
 KO0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0136.See file dsdata.pdf to determine how the superseded data were derived.
 KO0136
 KO0136_MARKER: Q = CHISELED SQUARE
 KO0136_SETTING: 80 = SET IN A BOULDER
 KO0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0136+STABILITY: SURFACE MOTION
 KO0136
 KO0136  HISTORY     - Date     Condition        Report By
 KO0136  HISTORY     - UNK      MONUMENTED       USGS
 KO0136  HISTORY     - 1934     GOOD             CGS
 KO0136
 KO0136                          STATION DESCRIPTION
 KO0136
 KO0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0136'5.2 MI SE FROM SCIPIO.
 KO0136'ABOUT 5.2 MILES SOUTHEAST ALONG STATE HIGHWAY 63 FROM THE SCHOOLHOUSE
 KO0136'AT SCIPIO, MILLARD COUNTY, 12 FEET EAST OF THE CENTER LINE OF THE
 KO0136'HIGHWAY, AND ON THE TOP OF A BOULDER.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0463 ***********************************************************************
 MR0463  DESIGNATION -  5616.3
 MR0463  PID         -  MR0463
 MR0463  STATE/COUNTY-  UT/CACHE
 MR0463  COUNTRY     -  US
 MR0463  USGS QUAD   -  TEMPLE PEAK (2017)
 MR0463
 MR0463                         *CURRENT SURVEY CONTROL
 MR0463  ______________________________________________________________________
 MR0463* NAD 83(1986) POSITION- 41 49 26.     (N) 111 36 20.     (W)   SCALED
 MR0463* NAVD 88 ORTHO HEIGHT -  1713.265 (meters)     5620.94  (feet) ADJUSTED
 MR0463  ______________________________________________________________________
 MR0463  GEOID HEIGHT    -        -14.550 (meters)                     GEOID18
 MR0463  DYNAMIC HEIGHT  -       1711.894 (meters)     5616.44  (feet) COMP
 MR0463  MODELED GRAVITY -    979,762.9   (mgal)                       NAVD 88
 MR0463
 MR0463  VERT ORDER      -  SECOND    CLASS 0
 MR0463
 MR0463.The horizontal coordinates were scaled from a map and have
 MR0463.an estimated accuracy of +/- 6 seconds.
 MR0463
 MR0463.The orthometric height was determined by differential leveling and
 MR0463.adjusted by the NATIONAL GEODETIC SURVEY
 MR0463.in June 1991.
 MR0463
 MR0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0463.GEOID18 height accuracy estimate available here.
 MR0463
 MR0463.Click photographs - Photos may exist for this station.
 MR0463
 MR0463.The dynamic height is computed by dividing the NAVD 88
 MR0463.geopotential number by the normal gravity value computed on the
 MR0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0463.degrees latitude (g = 980.6199 gals.).
 MR0463
 MR0463.The modeled gravity was interpolated from observed gravity values.
 MR0463
 MR0463;                    North         East    Units  Estimated Accuracy
 MR0463;SPC UT N     - 1,165,540.      491,230.      MT  (+/- 180 meters Scaled)
 MR0463
 MR0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM497304(NAD 83)
 MR0463
 MR0463                          SUPERSEDED SURVEY CONTROL
 MR0463
 MR0463  NGVD 29 (??/??/92) 1712.062  (m)         5616.99   (f) ADJ UNCH    2 0
 MR0463
 MR0463.Superseded values are not recommended for survey control.
 MR0463
 MR0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0463.See file dsdata.pdf to determine how the superseded data were derived.
 MR0463
 MR0463_MARKER: DD = SURVEY DISK
 MR0463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0463_SP_SET: CULVERT
 MR0463_STAMPING: 5613.3 R P 29
 MR0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0463
 MR0463  HISTORY     - Date     Condition        Report By
 MR0463  HISTORY     - UNK      MONUMENTED       BPR
 MR0463  HISTORY     - 1969     MARK NOT FOUND   USGS
 MR0463
 MR0463                          STATION DESCRIPTION
 MR0463
 MR0463'DESCRIBED BY US BUREAU OF PUBLIC ROADS UNK
 MR0463'15.7 MI NE FROM LOGAN.
 MR0463'ABOUT 15.7 MILES NORTHEAST ALONG U.S. HIGHWAY 89 FROM THE JUNIOR HIGH
 MR0463'SCHOOL AT LOGAN, CACHE COUNTY, ABOUT 300 FEET NORTHWEST OF A 30-FOOT
 MR0463'CUT, ABOUT 250 FEET SOUTHEAST OF THE JUNCTION WITH THE ROAD LEADING TO
 MR0463'BRANCH CREST, AT A CULVERT, IN THE TOP OF THE NORTHEAST HEAD WALL, AND
 MR0463'20 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES
 MR0463'BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 5613.3 R P 29.
 MR0463
 MR0463                          STATION RECOVERY (1969)
 MR0463
 MR0463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MR0463'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0298 ***********************************************************************
 LN0298  DESIGNATION -  5662.3
 LN0298  PID         -  LN0298
 LN0298  STATE/COUNTY-  UT/UINTAH
 LN0298  COUNTRY     -  US
 LN0298  USGS QUAD   -  VERNAL NE (2017)
 LN0298
 LN0298                         *CURRENT SURVEY CONTROL
 LN0298  ______________________________________________________________________
 LN0298* NAD 83(1986) POSITION- 40 25 12.     (N) 109 34 52.     (W)   SCALED
 LN0298* NAVD 88 ORTHO HEIGHT -  1727.139 (meters)     5666.46  (feet) ADJUSTED
 LN0298  ______________________________________________________________________
 LN0298  GEOID HEIGHT    -        -16.978 (meters)                     GEOID18
 LN0298  DYNAMIC HEIGHT  -       1725.515 (meters)     5661.13  (feet) COMP
 LN0298  MODELED GRAVITY -    979,624.8   (mgal)                       NAVD 88
 LN0298
 LN0298  VERT ORDER      -  FIRST     CLASS II
 LN0298
 LN0298.The horizontal coordinates were scaled from a map and have
 LN0298.an estimated accuracy of +/- 6 seconds.
 LN0298
 LN0298.The orthometric height was determined by differential leveling and
 LN0298.adjusted by the NATIONAL GEODETIC SURVEY
 LN0298.in June 1991.
 LN0298
 LN0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0298.GEOID18 height accuracy estimate available here.
 LN0298
 LN0298.Click photographs - Photos may exist for this station.
 LN0298
 LN0298.The dynamic height is computed by dividing the NAVD 88
 LN0298.geopotential number by the normal gravity value computed on the
 LN0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0298.degrees latitude (g = 980.6199 gals.).
 LN0298
 LN0298.The modeled gravity was interpolated from observed gravity values.
 LN0298
 LN0298;                    North         East    Units  Estimated Accuracy
 LN0298;SPC UT C     - 2,233,410.      662,830.      MT  (+/- 180 meters Scaled)
 LN0298
 LN0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK203753(NAD 83)
 LN0298
 LN0298                          SUPERSEDED SURVEY CONTROL
 LN0298
 LN0298  NGVD 29 (??/??/92) 1725.858  (m)         5662.25   (f) ADJ UNCH    1 2
 LN0298
 LN0298.Superseded values are not recommended for survey control.
 LN0298
 LN0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0298.See file dsdata.pdf to determine how the superseded data were derived.
 LN0298
 LN0298_MARKER: Q = CHISELED SQUARE
 LN0298_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LN0298_SP_SET: CULVERT HEADWALL
 LN0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0298+STABILITY: SURFACE MOTION
 LN0298
 LN0298  HISTORY     - Date     Condition        Report By
 LN0298  HISTORY     - UNK      MONUMENTED       USGS
 LN0298  HISTORY     - 1934     GOOD             CGS
 LN0298
 LN0298                          STATION DESCRIPTION
 LN0298
 LN0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0298'5.2 MI SW FROM VERNAL.
 LN0298'5.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM VERNAL, UINTAH COUNTY,
 LN0298'NEAR THE FOOT OF A HILL, ON THE SOUTH SLOPE, AT A MASONRY CULVERT, AND
 LN0298'ON THE TOP OF THE SOUTH END OF THE WEST HEAD WALL.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0121 ***********************************************************************
 KO0121  DESIGNATION -  5678
 KO0121  PID         -  KO0121
 KO0121  STATE/COUNTY-  UT/MILLARD
 KO0121  COUNTRY     -  US
 KO0121  USGS QUAD   -  SCIPIO PASS (2017)
 KO0121
 KO0121                         *CURRENT SURVEY CONTROL
 KO0121  ______________________________________________________________________
 KO0121* NAD 83(1986) POSITION- 39 11 15.     (N) 112 11 46.     (W)   SCALED
 KO0121* NAVD 88 ORTHO HEIGHT -  1731.300 (meters)     5680.11  (feet) ADJUSTED
 KO0121  ______________________________________________________________________
 KO0121  GEOID HEIGHT    -        -18.302 (meters)                     GEOID18
 KO0121  DYNAMIC HEIGHT  -       1729.569 (meters)     5674.43  (feet) COMP
 KO0121  MODELED GRAVITY -    979,565.8   (mgal)                       NAVD 88
 KO0121
 KO0121  VERT ORDER      -  SECOND    CLASS 0
 KO0121
 KO0121.The horizontal coordinates were scaled from a map and have
 KO0121.an estimated accuracy of +/- 6 seconds.
 KO0121
 KO0121.The orthometric height was determined by differential leveling and
 KO0121.adjusted by the NATIONAL GEODETIC SURVEY
 KO0121.in June 1991.
 KO0121
 KO0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0121.GEOID18 height accuracy estimate available here.
 KO0121
 KO0121.Click photographs - Photos may exist for this station.
 KO0121
 KO0121.The dynamic height is computed by dividing the NAVD 88
 KO0121.geopotential number by the normal gravity value computed on the
 KO0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0121.degrees latitude (g = 980.6199 gals.).
 KO0121
 KO0121.The modeled gravity was interpolated from observed gravity values.
 KO0121
 KO0121;                    North         East    Units  Estimated Accuracy
 KO0121;SPC UT C     - 2,095,060.      439,860.      MT  (+/- 180 meters Scaled)
 KO0121
 KO0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ966382(NAD 83)
 KO0121
 KO0121                          SUPERSEDED SURVEY CONTROL
 KO0121
 KO0121  NGVD 29 (??/??/92) 1730.121  (m)         5676.24   (f) ADJ UNCH    2 0
 KO0121
 KO0121.Superseded values are not recommended for survey control.
 KO0121
 KO0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0121.See file dsdata.pdf to determine how the superseded data were derived.
 KO0121
 KO0121_MARKER: Q = CHISELED SQUARE
 KO0121_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0121_SP_SET: CULVERT HEADWALL
 KO0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0121+STABILITY: SURFACE MOTION
 KO0121
 KO0121  HISTORY     - Date     Condition        Report By
 KO0121  HISTORY     - UNK      MONUMENTED       USGS
 KO0121  HISTORY     - 1934     GOOD             CGS
 KO0121
 KO0121                          STATION DESCRIPTION
 KO0121
 KO0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0121'6.6 MI SW FROM SCIPIO.
 KO0121'ABOUT 6.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE SCHOOLHOUSE
 KO0121'AT SCIPIO, MILLARD COUNTY, AT THE INTERSECTION WITH A DIM ROAD LEADING
 KO0121'NORTHWEST, AT THE NORTHWEST EDGE OF THE HIGHWAY, AT A CONCRETE
 KO0121'CULVERT, AND ON THE CENTER OF THE TOP OF THE HEAD WALL.  A CHISELED
 KO0121'SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0275 ***********************************************************************
 JO0275  DESIGNATION -  5687
 JO0275  PID         -  JO0275
 JO0275  STATE/COUNTY-  UT/MILLARD
 JO0275  COUNTRY     -  US
 JO0275  USGS QUAD   -  DOG VALLEY PEAK (2017)
 JO0275
 JO0275                         *CURRENT SURVEY CONTROL
 JO0275  ______________________________________________________________________
 JO0275* NAD 83(1986) POSITION- 38 40 13.     (N) 112 35 17.     (W)   SCALED
 JO0275* NAVD 88 ORTHO HEIGHT -  1734.309 (meters)     5689.98  (feet) ADJUSTED
 JO0275  ______________________________________________________________________
 JO0275  GEOID HEIGHT    -        -19.631 (meters)                     GEOID18
 JO0275  DYNAMIC HEIGHT  -       1732.473 (meters)     5683.96  (feet) COMP
 JO0275  MODELED GRAVITY -    979,508.0   (mgal)                       NAVD 88
 JO0275
 JO0275  VERT ORDER      -  SECOND    CLASS 0
 JO0275
 JO0275.The horizontal coordinates were scaled from a map and have
 JO0275.an estimated accuracy of +/- 6 seconds.
 JO0275
 JO0275.The orthometric height was determined by differential leveling and
 JO0275.adjusted by the NATIONAL GEODETIC SURVEY
 JO0275.in June 1991.
 JO0275
 JO0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0275.GEOID18 height accuracy estimate available here.
 JO0275
 JO0275.Click photographs - Photos may exist for this station.
 JO0275
 JO0275.The dynamic height is computed by dividing the NAVD 88
 JO0275.geopotential number by the normal gravity value computed on the
 JO0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0275.degrees latitude (g = 980.6199 gals.).
 JO0275
 JO0275.The modeled gravity was interpolated from observed gravity values.
 JO0275
 JO0275;                    North         East    Units  Estimated Accuracy
 JO0275;SPC UT C     - 2,037,990.      405,300.      MT  (+/- 180 meters Scaled)
 JO0275
 JO0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH618813(NAD 83)
 JO0275
 JO0275                          SUPERSEDED SURVEY CONTROL
 JO0275
 JO0275  NGVD 29 (??/??/92) 1733.127  (m)         5686.10   (f) ADJ UNCH    2 0
 JO0275
 JO0275.Superseded values are not recommended for survey control.
 JO0275
 JO0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0275.See file dsdata.pdf to determine how the superseded data were derived.
 JO0275
 JO0275_MARKER: Q = CHISELED SQUARE
 JO0275_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0275_SP_SET: CULVERT HEADWALL
 JO0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0275+STABILITY: SURFACE MOTION
 JO0275
 JO0275  HISTORY     - Date     Condition        Report By
 JO0275  HISTORY     - UNK      MONUMENTED       USGS
 JO0275  HISTORY     - 1934     GOOD             CGS
 JO0275
 JO0275                          STATION DESCRIPTION
 JO0275
 JO0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0275'6.1 MI NW FROM COVE FORT.
 JO0275'ABOUT 6.1 MILES NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE MONUMENT AT
 JO0275'COVE FORT, MILLARD COUNTY, AT THE EAST EDGE OF THE HIGHWAY, AT THE
 JO0275'BASE OF A MOUNTAIN, AT A CONCRETE CULVERT, AND ON THE CENTER OF THE
 JO0275'TOP OF A HEAD WALL.  A CHISELED SQUARE, MARKED U.S.B.M. 5687.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0071 ***********************************************************************
 KN0071  DESIGNATION -  5687.72
 KN0071  PID         -  KN0071
 KN0071  STATE/COUNTY-  UT/EMERY
 KN0071  COUNTRY     -  US
 KN0071  USGS QUAD   -  HUNTINGTON (2017)
 KN0071
 KN0071                         *CURRENT SURVEY CONTROL
 KN0071  ______________________________________________________________________
 KN0071* NAD 83(1986) POSITION- 39 15 16.     (N) 110 59 07.     (W)   SCALED
 KN0071* NAVD 88 ORTHO HEIGHT -  1734.703 (meters)     5691.27  (feet) ADJUSTED
 KN0071  ______________________________________________________________________
 KN0071  GEOID HEIGHT    -        -17.352 (meters)                     GEOID18
 KN0071  DYNAMIC HEIGHT  -       1732.969 (meters)     5685.58  (feet) COMP
 KN0071  MODELED GRAVITY -    979,566.2   (mgal)                       NAVD 88
 KN0071
 KN0071  VERT ORDER      -  SECOND    CLASS 0
 KN0071
 KN0071.The horizontal coordinates were scaled from a map and have
 KN0071.an estimated accuracy of +/- 6 seconds.
 KN0071
 KN0071.The orthometric height was determined by differential leveling and
 KN0071.adjusted by the NATIONAL GEODETIC SURVEY
 KN0071.in June 1991.
 KN0071
 KN0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0071.GEOID18 height accuracy estimate available here.
 KN0071
 KN0071.Click photographs - Photos may exist for this station.
 KN0071
 KN0071.The dynamic height is computed by dividing the NAVD 88
 KN0071.geopotential number by the normal gravity value computed on the
 KN0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0071.degrees latitude (g = 980.6199 gals.).
 KN0071
 KN0071.The modeled gravity was interpolated from observed gravity values.
 KN0071
 KN0071;                    North         East    Units  Estimated Accuracy
 KN0071;SPC UT C     - 2,102,390.      544,430.      MT  (+/- 180 meters Scaled)
 KN0071
 KN0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ012450(NAD 83)
 KN0071
 KN0071                          SUPERSEDED SURVEY CONTROL
 KN0071
 KN0071  NGVD 29 (??/??/92) 1733.629  (m)         5687.75   (f) ADJ UNCH    2 0
 KN0071
 KN0071.Superseded values are not recommended for survey control.
 KN0071
 KN0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0071.See file dsdata.pdf to determine how the superseded data were derived.
 KN0071
 KN0071_MARKER: Q = CHISELED SQUARE
 KN0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0071_SP_SET: BRIDGE
 KN0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0071
 KN0071  HISTORY     - Date     Condition        Report By
 KN0071  HISTORY     - UNK      MONUMENTED       USGS
 KN0071  HISTORY     - 1934     GOOD             CGS
 KN0071
 KN0071                          STATION DESCRIPTION
 KN0071
 KN0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0071'3.7 MI N FROM CASTLE DALE.
 KN0071'ABOUT 3.7 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE COUNTY
 KN0071'COURTHOUSE AT CASTLE DALE, EMERY COUNTY, ABOUT 600 FEET NORTH OF A
 KN0071'CLAY MOUND, ABOUT 400 FEET SOUTH OF THE WILBERG FARMHOUSE WEST OF THE
 KN0071'HIGHWAY, AT THE SOUTH END OF A BRIDGE, AND ON THE WEST WING.  A
 KN0071'CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0146 ***********************************************************************
 HO0146  DESIGNATION -  5692.2
 HO0146  PID         -  HO0146
 HO0146  STATE/COUNTY-  UT/KANE
 HO0146  COUNTRY     -  US
 HO0146  USGS QUAD   -  SPRINGDALE EAST (2017)
 HO0146
 HO0146                         *CURRENT SURVEY CONTROL
 HO0146  ______________________________________________________________________
 HO0146* NAD 83(1986) POSITION- 37 14 00.     (N) 112 52 32.     (W)   SCALED
 HO0146* NAVD 88 ORTHO HEIGHT -  1735.974 (meters)     5695.44  (feet) ADJUSTED
 HO0146  ______________________________________________________________________
 HO0146  GEOID HEIGHT    -        -22.078 (meters)                     GEOID18
 HO0146  DYNAMIC HEIGHT  -       1733.914 (meters)     5688.68  (feet) COMP
 HO0146  MODELED GRAVITY -    979,382.6   (mgal)                       NAVD 88
 HO0146
 HO0146  VERT ORDER      -  FIRST     CLASS II
 HO0146
 HO0146.The horizontal coordinates were scaled from a map and have
 HO0146.an estimated accuracy of +/- 6 seconds.
 HO0146
 HO0146.The orthometric height was determined by differential leveling and
 HO0146.adjusted by the NATIONAL GEODETIC SURVEY
 HO0146.in June 1991.
 HO0146
 HO0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0146.GEOID18 height accuracy estimate available here.
 HO0146
 HO0146.Click photographs - Photos may exist for this station.
 HO0146
 HO0146.The dynamic height is computed by dividing the NAVD 88
 HO0146.geopotential number by the normal gravity value computed on the
 HO0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0146.degrees latitude (g = 980.6199 gals.).
 HO0146
 HO0146.The modeled gravity was interpolated from observed gravity values.
 HO0146
 HO0146;                    North         East    Units  Estimated Accuracy
 HO0146;SPC UT S     - 3,063,790.      377,940.      MT  (+/- 180 meters Scaled)
 HO0146
 HO0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG336224(NAD 83)
 HO0146
 HO0146                          SUPERSEDED SURVEY CONTROL
 HO0146
 HO0146.No superseded survey control is available for this station.
 HO0146
 HO0146_MARKER: DD = SURVEY DISK
 HO0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0146_MARK LOGO: NPS
 HO0146_PROJECTION: PROJECTING 10 CENTIMETERS
 HO0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0146+STABILITY: SURFACE MOTION
 HO0146
 HO0146  HISTORY     - Date     Condition        Report By
 HO0146  HISTORY     - UNK      MONUMENTED       NPS
 HO0146  HISTORY     - 1934     GOOD             CGS
 HO0146  HISTORY     - 1974     MARK NOT FOUND   USGS
 HO0146  HISTORY     - 1983     GOOD             NGS
 HO0146  HISTORY     - 20120611 MARK NOT FOUND   GEOCAC
 HO0146
 HO0146                          STATION DESCRIPTION
 HO0146
 HO0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0146'15.6 MI NE FROM ROCKVILLE.
 HO0146'IN KANE COUNTY, 15.6 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM
 HO0146'ROCKVILLE, WASHINGTON COUNTY, AT THE EAST CHECKING STATION OF THE ZION
 HO0146'NATIONAL PARK, 44 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 3
 HO0146'FEET HIGHER THAN THE HIGHWAY.  A NATIONAL PARK SERVICE STANDARD DISK,
 HO0146'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 HO0146
 HO0146                          STATION RECOVERY (1974)
 HO0146
 HO0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HO0146'MARK NOT FOUND.
 HO0146
 HO0146                          STATION RECOVERY (1983)
 HO0146
 HO0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0146'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  20.0 KM
 HO0146'(12.5 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF LATTER DAY
 HO0146'SAINTS IN SPRINGDALE, 1.0 KM (0.6 MI) WEST OF THE PARK BOUNDARY AT THE
 HO0146'EAST PARK ENTRANCE STATION, 11.0 METERS (36 FT) NORTHWEST OF THE
 HO0146'CENTERLINE OF THE WESTBOUND LANE OF THE HIGHWAY, 17.4 METERS (57 FT)
 HO0146'NORTH OF THE NORTH CORNER OF THE SANDSTONE ENTRANCE BUILDING,
 HO0146'17.4 METERS (57 FT) WEST OF THE NORTHEAST END OF THE PLANTER BOX
 HO0146'MEDIAN, 0.15 METER (0.5 FT) NORTH OF A WOODEN WITNESS POST.
 HO0146'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
 HO0146
 HO0146                          STATION RECOVERY (2012)
 HO0146
 HO0146'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0146'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 HO0146'MARK. A SOLAR PANEL ARRAY HAS BEEN ERECTED AT THE DESCRIBED LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0411 ***********************************************************************
 KM0411  DESIGNATION -  57 FMK
 KM0411  PID         -  KM0411
 KM0411  STATE/COUNTY-  UT/GRAND
 KM0411  COUNTRY     -  US
 KM0411  USGS QUAD   -  ANTONE CANYON (2017)
 KM0411
 KM0411                         *CURRENT SURVEY CONTROL
 KM0411  ______________________________________________________________________
 KM0411* NAD 83(1986) POSITION- 39 11 35.2    (N) 109 17 26.5    (W)   HD_HELD2
 KM0411* NAVD 88 ORTHO HEIGHT -  1557.023 (meters)     5108.33  (feet) POSTED
 KM0411  ______________________________________________________________________
 KM0411  GEOID HEIGHT    -        -18.231 (meters)                     GEOID18
 KM0411  DYNAMIC HEIGHT  -       1555.51  (meters)     5103.4   (feet) COMP
 KM0411  MODELED GRAVITY -    979,599.0   (mgal)                       NAVD 88
 KM0411
 KM0411  VERT ORDER      -  * POSTED, SEE BELOW
 KM0411
 KM0411.The horizontal coordinates were established by autonomous hand held GPS
 KM0411.observations and have an estimated accuracy of +/- 10 meters.
 KM0411
 KM0411.The orthometric height was determined by differential leveling
 KM0411.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0411
 KM0411.* This is a POSTED BENCH MARK height.
 KM0411
 KM0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0411.GEOID18 height accuracy estimate available here.
 KM0411
 KM0411.Click photographs - Photos may exist for this station.
 KM0411
 KM0411.The dynamic height is computed by dividing the NAVD 88
 KM0411.geopotential number by the normal gravity value computed on the
 KM0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0411.degrees latitude (g = 980.6199 gals.).
 KM0411
 KM0411.The modeled gravity was interpolated from observed gravity values.
 KM0411
 KM0411;                    North         East    Units  Estimated Accuracy
 KM0411;SPC UT C     - 2,097,810.      690,836.      MT  (+/- 10 meters HH2 GPS)
 KM0411
 KM0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ4761339598(NAD 83)
 KM0411
 KM0411                          SUPERSEDED SURVEY CONTROL
 KM0411
 KM0411.No superseded survey control is available for this station.
 KM0411
 KM0411_MARKER: DD = SURVEY DISK
 KM0411_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0411_STAMPING: 57 FMK 1969 5105
 KM0411_MARK LOGO: USGS
 KM0411_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0411+SATELLITE: SATELLITE OBSERVATIONS - 1969
 KM0411
 KM0411  HISTORY     - Date     Condition        Report By
 KM0411  HISTORY     - 1969     MONUMENTED       USGS
 KM0411
 KM0411                          STATION DESCRIPTION
 KM0411
 KM0411'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0411'FROM MACK, COLORADO, PROCEED 23.7 MILES NORTHWEST ALONG U. S.
 KM0411'HIGHWAYS 6 AND 50, THENCE 9.2 MILES NORTHWEST ALONG COUNTY ROAD TO
 KM0411'RANCH BUILDINGS AND CORRALS, THENCE 1.0 MILE SOUTHWEST ACROSS DRAIN
 KM0411'AND ALONG 4-WHEEL DRIVE TRACK ROAD, 0.3 MILES WEST OF THE TRACK ROAD,
 KM0411'200 FEET HIGHER THAN THE ROAD, ON THE SOUTH EDGE OF A RIM, 8.8 FEET
 KM0411'NORTH OF A WITNESS POST, SET ON 18 INCHES OF COPPER-COATED STEEL ROD
 KM0411'CEMENTED IN A DRILL HOLE AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0242 ***********************************************************************
 KN0242  DESIGNATION -  5702
 KN0242  PID         -  KN0242
 KN0242  STATE/COUNTY-  UT/EMERY
 KN0242  COUNTRY     -  US
 KN0242  USGS QUAD   -  CASTLE DALE (2017)
 KN0242
 KN0242                         *CURRENT SURVEY CONTROL
 KN0242  ______________________________________________________________________
 KN0242* NAD 83(1986) POSITION- 39 10 34.     (N) 111 02 50.     (W)   SCALED
 KN0242* NAVD 88 ORTHO HEIGHT -  1739.412 (meters)     5706.72  (feet) ADJUSTED
 KN0242  ______________________________________________________________________
 KN0242  GEOID HEIGHT    -        -17.430 (meters)                     GEOID18
 KN0242  DYNAMIC HEIGHT  -       1737.661 (meters)     5700.98  (feet) COMP
 KN0242  MODELED GRAVITY -    979,559.2   (mgal)                       NAVD 88
 KN0242
 KN0242  VERT ORDER      -  SECOND    CLASS 0
 KN0242
 KN0242.The horizontal coordinates were scaled from a map and have
 KN0242.an estimated accuracy of +/- 6 seconds.
 KN0242
 KN0242.The orthometric height was determined by differential leveling and
 KN0242.adjusted by the NATIONAL GEODETIC SURVEY
 KN0242.in June 1991.
 KN0242
 KN0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0242.GEOID18 height accuracy estimate available here.
 KN0242
 KN0242.Click photographs - Photos may exist for this station.
 KN0242
 KN0242.The dynamic height is computed by dividing the NAVD 88
 KN0242.geopotential number by the normal gravity value computed on the
 KN0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0242.degrees latitude (g = 980.6199 gals.).
 KN0242
 KN0242.The modeled gravity was interpolated from observed gravity values.
 KN0242
 KN0242;                    North         East    Units  Estimated Accuracy
 KN0242;SPC UT C     - 2,093,660.      539,120.      MT  (+/- 180 meters Scaled)
 KN0242
 KN0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ959363(NAD 83)
 KN0242
 KN0242                          SUPERSEDED SURVEY CONTROL
 KN0242
 KN0242  NGVD 29 (??/??/92) 1738.331  (m)         5703.17   (f) ADJ UNCH    2 0
 KN0242
 KN0242.Superseded values are not recommended for survey control.
 KN0242
 KN0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0242.See file dsdata.pdf to determine how the superseded data were derived.
 KN0242
 KN0242_MARKER: DD = SURVEY DISK
 KN0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0242_STAMPING: NO. 5 5702
 KN0242_MARK LOGO: USGS
 KN0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0242+STABILITY: SURFACE MOTION
 KN0242
 KN0242  HISTORY     - Date     Condition        Report By
 KN0242  HISTORY     - UNK      MONUMENTED       USGS
 KN0242  HISTORY     - 1934     GOOD             CGS
 KN0242
 KN0242                          STATION DESCRIPTION
 KN0242
 KN0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0242'3.1 MI S FROM CASTLE DALE.
 KN0242'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE AT
 KN0242'CASTLE DALE, EMERY COUNTY, AND AT THE JUNCTION WITH A MAIN-TRAVELED
 KN0242'ROAD TO ORANGEVILLE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 KN0242'STAMPED NO. 5 5702 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0249 ***********************************************************************
 LO0249  DESIGNATION -  5708
 LO0249  PID         -  LO0249
 LO0249  STATE/COUNTY-  UT/SUMMIT
 LO0249  COUNTRY     -  US
 LO0249  USGS QUAD   -  WANSHIP (2017)
 LO0249
 LO0249                         *CURRENT SURVEY CONTROL
 LO0249  ______________________________________________________________________
 LO0249* NAD 83(1986) POSITION- 40 51 22.     (N) 111 23 10.     (W)   SCALED
 LO0249* NAVD 88 ORTHO HEIGHT -  1741.687 (meters)     5714.18  (feet) ADJUSTED
 LO0249  ______________________________________________________________________
 LO0249  GEOID HEIGHT    -        -15.731 (meters)                     GEOID18
 LO0249  DYNAMIC HEIGHT  -       1740.117 (meters)     5709.03  (feet) COMP
 LO0249  MODELED GRAVITY -    979,662.2   (mgal)                       NAVD 88
 LO0249
 LO0249  VERT ORDER      -  SECOND    CLASS 0
 LO0249
 LO0249.The horizontal coordinates were scaled from a map and have
 LO0249.an estimated accuracy of +/- 6 seconds.
 LO0249
 LO0249.The orthometric height was determined by differential leveling and
 LO0249.adjusted by the NATIONAL GEODETIC SURVEY
 LO0249.in June 1991.
 LO0249
 LO0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0249.GEOID18 height accuracy estimate available here.
 LO0249
 LO0249.Click photographs - Photos may exist for this station.
 LO0249
 LO0249.The dynamic height is computed by dividing the NAVD 88
 LO0249.geopotential number by the normal gravity value computed on the
 LO0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0249.degrees latitude (g = 980.6199 gals.).
 LO0249
 LO0249.The modeled gravity was interpolated from observed gravity values.
 LO0249
 LO0249;                    North         East    Units  Estimated Accuracy
 LO0249;SPC UT N     - 1,058,060.      509,600.      MT  (+/- 180 meters Scaled)
 LO0249
 LO0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL674228(NAD 83)
 LO0249
 LO0249                          SUPERSEDED SURVEY CONTROL
 LO0249
 LO0249  NGVD 29 (??/??/92) 1740.415  (m)         5710.01   (f) ADJ UNCH    2 0
 LO0249
 LO0249.Superseded values are not recommended for survey control.
 LO0249
 LO0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0249.See file dsdata.pdf to determine how the superseded data were derived.
 LO0249
 LO0249_MARKER: P = PIPE CAP
 LO0249_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0249_STAMPING: 5708 SLAK
 LO0249_MARK LOGO: USGS
 LO0249_MAGNETIC: P = MARKER IS A STEEL PIPE
 LO0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0249
 LO0249  HISTORY     - Date     Condition        Report By
 LO0249  HISTORY     - 1900     MONUMENTED       USGS
 LO0249  HISTORY     - 1962     GOOD             CGS
 LO0249
 LO0249                          STATION DESCRIPTION
 LO0249
 LO0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0249'3.45 MI N FROM WANSHIP.
 LO0249'3.45 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE LATTER DAY
 LO0249'SAINTS CHURCH AT WANSHIP, AT THE CROSSING OF AN ASPHALT ROAD, AT
 LO0249'MILEAGE 9.9, 150 FEET NORTHEAST OF THE NORTHEAST RAIL MEASURED FROM
 LO0249'THE CENTER OF THE CROSSING, 30 FEET SOUTHEAST OF THE CENTER LINE OF
 LO0249'THE ROAD, 82 FEET EAST AND ACROSS THE ROAD FROM POWER POLE 980, 1.5
 LO0249'FEET NORTHWEST OF A FENCE, 1.0 FOOT SOUTHEAST OF A WITNESS POST, ABOUT
 LO0249'2 FEET LOWER THAN THE ROAD, AND RIVETED ON THE TOP OF A 3-INCH IRON
 LO0249'PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0225 ***********************************************************************
 LO0225  DESIGNATION -  5714
 LO0225  PID         -  LO0225
 LO0225  STATE/COUNTY-  UT/WASATCH
 LO0225  COUNTRY     -  US
 LO0225  USGS QUAD   -  HEBER CITY (2017)
 LO0225
 LO0225                         *CURRENT SURVEY CONTROL
 LO0225  ______________________________________________________________________
 LO0225* NAD 83(1986) POSITION- 40 33 23.     (N) 111 25 25.     (W)   SCALED
 LO0225* NAVD 88 ORTHO HEIGHT -  1743.680 (meters)     5720.72  (feet) ADJUSTED
 LO0225  ______________________________________________________________________
 LO0225  GEOID HEIGHT    -        -15.638 (meters)                     GEOID18
 LO0225  DYNAMIC HEIGHT  -       1742.085 (meters)     5715.49  (feet) COMP
 LO0225  MODELED GRAVITY -    979,649.3   (mgal)                       NAVD 88
 LO0225
 LO0225  VERT ORDER      -  SECOND    CLASS 0
 LO0225
 LO0225.The horizontal coordinates were scaled from a map and have
 LO0225.an estimated accuracy of +/- 6 seconds.
 LO0225
 LO0225.The orthometric height was determined by differential leveling and
 LO0225.adjusted by the NATIONAL GEODETIC SURVEY
 LO0225.in June 1991.
 LO0225
 LO0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0225.GEOID18 height accuracy estimate available here.
 LO0225
 LO0225.Click photographs - Photos may exist for this station.
 LO0225
 LO0225.The dynamic height is computed by dividing the NAVD 88
 LO0225.geopotential number by the normal gravity value computed on the
 LO0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0225.degrees latitude (g = 980.6199 gals.).
 LO0225
 LO0225.The modeled gravity was interpolated from observed gravity values.
 LO0225
 LO0225;                    North         East    Units  Estimated Accuracy
 LO0225;SPC UT C     - 2,246,810.      506,470.      MT  (+/- 180 meters Scaled)
 LO0225
 LO0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK641896(NAD 83)
 LO0225
 LO0225                          SUPERSEDED SURVEY CONTROL
 LO0225
 LO0225  NGVD 29 (??/??/92) 1742.484  (m)         5716.80   (f) ADJ UNCH    2 0
 LO0225
 LO0225.Superseded values are not recommended for survey control.
 LO0225
 LO0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0225.See file dsdata.pdf to determine how the superseded data were derived.
 LO0225
 LO0225_MARKER: P = PIPE CAP
 LO0225_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0225_STAMPING: 5714 SLAK
 LO0225_MARK LOGO: USGS
 LO0225_MAGNETIC: P = MARKER IS A STEEL PIPE
 LO0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LO0225+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2001
 LO0225
 LO0225  HISTORY     - Date     Condition        Report By
 LO0225  HISTORY     - 1900     MONUMENTED       USGS
 LO0225  HISTORY     - 1962     GOOD             CGS
 LO0225  HISTORY     - 20010415 GOOD             INDIV
 LO0225
 LO0225                          STATION DESCRIPTION
 LO0225
 LO0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0225'3.65 MI N FROM HEBER.
 LO0225'3.65 MILES NORTH ALONG U.S. HIGHWAY 189 FROM THE POST OFFICE AT HEBER,
 LO0225'AT THE JUNCTION OF A ROAD WEST TO MIDWAY, 235 FEET EAST-NORTHEAST OF
 LO0225'THE CENTER LINE OF THE HIGHWAY, 18 FEET NORTH OF A POWER POLE BEARING
 LO0225'A TRANSFORMER, DIRECTLY UNDER A FENCE, 90 FEET SOUTHEAST OF THE
 LO0225'SOUTHEAST CORNER OF A HOUSE, ABOUT 6 FEET HIGHER THAN THE HIGHWAY, AND
 LO0225'RIVETED ON THE TOP OF A 3-INCH PIPE PROJECTING 1.7 FEET ABOVE THE
 LO0225'GROUND.
 LO0225
 LO0225                          STATION RECOVERY (2001)
 LO0225
 LO0225'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RW)
 LO0225'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0427 ***********************************************************************
 LO0427  DESIGNATION -  5718.6
 LO0427  PID         -  LO0427
 LO0427  STATE/COUNTY-  UT/WASATCH
 LO0427  COUNTRY     -  US
 LO0427  USGS QUAD   -  CHARLESTON (2017)
 LO0427
 LO0427                         *CURRENT SURVEY CONTROL
 LO0427  ______________________________________________________________________
 LO0427* NAD 83(1986) POSITION- 40 28 55.     (N) 111 24 09.     (W)   SCALED
 LO0427* NAVD 88 ORTHO HEIGHT -  1744.262 (meters)     5722.63  (feet) ADJUSTED
 LO0427  ______________________________________________________________________
 LO0427  GEOID HEIGHT    -        -15.698 (meters)                     GEOID18
 LO0427  DYNAMIC HEIGHT  -       1742.664 (meters)     5717.39  (feet) COMP
 LO0427  MODELED GRAVITY -    979,647.8   (mgal)                       NAVD 88
 LO0427
 LO0427  VERT ORDER      -  SECOND    CLASS 0
 LO0427
 LO0427.The horizontal coordinates were scaled from a map and have
 LO0427.an estimated accuracy of +/- 6 seconds.
 LO0427
 LO0427.The orthometric height was determined by differential leveling and
 LO0427.adjusted by the NATIONAL GEODETIC SURVEY
 LO0427.in June 1991.
 LO0427
 LO0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0427.GEOID18 height accuracy estimate available here.
 LO0427
 LO0427.Click photographs - Photos may exist for this station.
 LO0427
 LO0427.The dynamic height is computed by dividing the NAVD 88
 LO0427.geopotential number by the normal gravity value computed on the
 LO0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0427.degrees latitude (g = 980.6199 gals.).
 LO0427
 LO0427.The modeled gravity was interpolated from observed gravity values.
 LO0427
 LO0427;                    North         East    Units  Estimated Accuracy
 LO0427;SPC UT C     - 2,238,550.      508,270.      MT  (+/- 180 meters Scaled)
 LO0427
 LO0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK658813(NAD 83)
 LO0427
 LO0427                          SUPERSEDED SURVEY CONTROL
 LO0427
 LO0427  NGVD 29 (??/??/92) 1743.084  (m)         5718.77   (f) ADJ UNCH    2 0
 LO0427
 LO0427.Superseded values are not recommended for survey control.
 LO0427
 LO0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0427.See file dsdata.pdf to determine how the superseded data were derived.
 LO0427
 LO0427_MARKER: DD = SURVEY DISK
 LO0427_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0427_SP_SET: CULVERT HEADWALL
 LO0427_STAMPING: 5718.6
 LO0427_MARK LOGO: BPR
 LO0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0427+STABILITY: SURFACE MOTION
 LO0427
 LO0427  HISTORY     - Date     Condition        Report By
 LO0427  HISTORY     - UNK      MONUMENTED       BPR
 LO0427  HISTORY     - 1934     GOOD             CGS
 LO0427  HISTORY     - 1964     MARK NOT FOUND   CGS
 LO0427
 LO0427                          STATION DESCRIPTION
 LO0427
 LO0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0427'2.0 MI SE FROM HEBER.
 LO0427'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0427'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0427'SOUTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0427'STAMPED 5718.6.
 LO0427
 LO0427                          STATION RECOVERY (1964)
 LO0427
 LO0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LO0427'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0137 ***********************************************************************
 KO0137  DESIGNATION -  5725
 KO0137  PID         -  KO0137
 KO0137  STATE/COUNTY-  UT/MILLARD
 KO0137  COUNTRY     -  US
 KO0137  USGS QUAD   -  SCIPIO SOUTH (2017)
 KO0137
 KO0137                         *CURRENT SURVEY CONTROL
 KO0137  ______________________________________________________________________
 KO0137* NAD 83(1986) POSITION- 39 09 56.     (N) 112 04 31.     (W)   SCALED
 KO0137* NAVD 88 ORTHO HEIGHT -  1745.711 (meters)     5727.39  (feet) ADJUSTED
 KO0137  ______________________________________________________________________
 KO0137  GEOID HEIGHT    -        -18.204 (meters)                     GEOID18
 KO0137  DYNAMIC HEIGHT  -       1743.951 (meters)     5721.61  (feet) COMP
 KO0137  MODELED GRAVITY -    979,557.0   (mgal)                       NAVD 88
 KO0137
 KO0137  VERT ORDER      -  SECOND    CLASS 0
 KO0137
 KO0137.The horizontal coordinates were scaled from a map and have
 KO0137.an estimated accuracy of +/- 6 seconds.
 KO0137
 KO0137.The orthometric height was determined by differential leveling and
 KO0137.adjusted by the NATIONAL GEODETIC SURVEY
 KO0137.in June 1991.
 KO0137
 KO0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0137.GEOID18 height accuracy estimate available here.
 KO0137
 KO0137.Click photographs - Photos may exist for this station.
 KO0137
 KO0137.The dynamic height is computed by dividing the NAVD 88
 KO0137.geopotential number by the normal gravity value computed on the
 KO0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0137.degrees latitude (g = 980.6199 gals.).
 KO0137
 KO0137.The modeled gravity was interpolated from observed gravity values.
 KO0137
 KO0137;                    North         East    Units  Estimated Accuracy
 KO0137;SPC UT C     - 2,092,550.      450,280.      MT  (+/- 180 meters Scaled)
 KO0137
 KO0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ071356(NAD 83)
 KO0137
 KO0137                          SUPERSEDED SURVEY CONTROL
 KO0137
 KO0137  NGVD 29 (??/??/92) 1744.525  (m)         5723.50   (f) ADJ UNCH    2 0
 KO0137
 KO0137.Superseded values are not recommended for survey control.
 KO0137
 KO0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0137.See file dsdata.pdf to determine how the superseded data were derived.
 KO0137
 KO0137_MARKER: Q = CHISELED SQUARE
 KO0137_SETTING: 80 = SET IN A BOULDER
 KO0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0137+STABILITY: SURFACE MOTION
 KO0137
 KO0137  HISTORY     - Date     Condition        Report By
 KO0137  HISTORY     - UNK      MONUMENTED       USGS
 KO0137  HISTORY     - 1934     GOOD             CGS
 KO0137
 KO0137                          STATION DESCRIPTION
 KO0137
 KO0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0137'6.0 MI SE FROM SCIPIO.
 KO0137'ABOUT 6.0 MILES SOUTHEAST ALONG STATE HIGHWAY 63 FROM THE SCHOOLHOUSE
 KO0137'AT SCIPIO, MILLARD COUNTY, AT THE NORTHEAST EDGE OF AN ANGLE IN THE
 KO0137'HIGHWAY, AND ON THE TOP OF A LARGE BOULDER.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0276 ***********************************************************************
 JO0276  DESIGNATION -  5740
 JO0276  PID         -  JO0276
 JO0276  STATE/COUNTY-  UT/MILLARD
 JO0276  COUNTRY     -  US
 JO0276  USGS QUAD   -  DOG VALLEY PEAK (2017)
 JO0276
 JO0276                         *CURRENT SURVEY CONTROL
 JO0276  ______________________________________________________________________
 JO0276* NAD 83(1986) POSITION- 38 40 50.     (N) 112 35 46.     (W)   SCALED
 JO0276* NAVD 88 ORTHO HEIGHT -  1750.416 (meters)     5742.82  (feet) ADJUSTED
 JO0276  ______________________________________________________________________
 JO0276  GEOID HEIGHT    -        -19.659 (meters)                     GEOID18
 JO0276  DYNAMIC HEIGHT  -       1748.563 (meters)     5736.74  (feet) COMP
 JO0276  MODELED GRAVITY -    979,507.7   (mgal)                       NAVD 88
 JO0276
 JO0276  VERT ORDER      -  SECOND    CLASS 0
 JO0276
 JO0276.The horizontal coordinates were scaled from a map and have
 JO0276.an estimated accuracy of +/- 6 seconds.
 JO0276
 JO0276.The orthometric height was determined by differential leveling and
 JO0276.adjusted by the NATIONAL GEODETIC SURVEY
 JO0276.in June 1991.
 JO0276
 JO0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0276.GEOID18 height accuracy estimate available here.
 JO0276
 JO0276.Click photographs - Photos may exist for this station.
 JO0276
 JO0276.The dynamic height is computed by dividing the NAVD 88
 JO0276.geopotential number by the normal gravity value computed on the
 JO0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0276.degrees latitude (g = 980.6199 gals.).
 JO0276
 JO0276.The modeled gravity was interpolated from observed gravity values.
 JO0276
 JO0276;                    North         East    Units  Estimated Accuracy
 JO0276;SPC UT C     - 2,039,140.      404,620.      MT  (+/- 180 meters Scaled)
 JO0276
 JO0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH611825(NAD 83)
 JO0276
 JO0276                          SUPERSEDED SURVEY CONTROL
 JO0276
 JO0276  NGVD 29 (??/??/92) 1749.233  (m)         5738.94   (f) ADJ UNCH    2 0
 JO0276
 JO0276.Superseded values are not recommended for survey control.
 JO0276
 JO0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0276.See file dsdata.pdf to determine how the superseded data were derived.
 JO0276
 JO0276_MARKER: Q = CHISELED SQUARE
 JO0276_SETTING: 80 = SET IN A BOULDER
 JO0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0276+STABILITY: SURFACE MOTION
 JO0276
 JO0276  HISTORY     - Date     Condition        Report By
 JO0276  HISTORY     - UNK      MONUMENTED       USGS
 JO0276  HISTORY     - 1934     GOOD             CGS
 JO0276
 JO0276                          STATION DESCRIPTION
 JO0276
 JO0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0276'6.8 MI NW FROM COVE FORT.
 JO0276'ABOUT 6.8 MILES NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE MONUMENT AT
 JO0276'COVE FORT, MILLARD COUNTY, IN THE NORTHEAST CORNER OF THE JUNCTION
 JO0276'WITH A ROAD LEADING EAST TO A GRAVEL PIT AT THE TOP OF A GRADE, ABOUT
 JO0276'100 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET WEST OF A
 JO0276'PAINTED POLE, ON THE TOP OF A BOULDER, AND FLUSH WITH THE GROUND.  A
 JO0276'CHISELED SQUARE, MARKED U.S.B.M. 5740.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0078 ***********************************************************************
 KN0078  DESIGNATION -  5746.36
 KN0078  PID         -  KN0078
 KN0078  STATE/COUNTY-  UT/EMERY
 KN0078  COUNTRY     -  US
 KN0078  USGS QUAD   -  HUNTINGTON (2017)
 KN0078
 KN0078                         *CURRENT SURVEY CONTROL
 KN0078  ______________________________________________________________________
 KN0078* NAD 83(1986) POSITION- 39 20 20.     (N) 110 57 43.     (W)   SCALED
 KN0078* NAVD 88 ORTHO HEIGHT -  1752.809 (meters)     5750.67  (feet) ADJUSTED
 KN0078  ______________________________________________________________________
 KN0078  GEOID HEIGHT    -        -17.117 (meters)                     GEOID18
 KN0078  DYNAMIC HEIGHT  -       1751.060 (meters)     5744.94  (feet) COMP
 KN0078  MODELED GRAVITY -    979,567.0   (mgal)                       NAVD 88
 KN0078
 KN0078  VERT ORDER      -  SECOND    CLASS 0
 KN0078
 KN0078.The horizontal coordinates were scaled from a map and have
 KN0078.an estimated accuracy of +/- 6 seconds.
 KN0078
 KN0078.The orthometric height was determined by differential leveling and
 KN0078.adjusted by the NATIONAL GEODETIC SURVEY
 KN0078.in June 1991.
 KN0078
 KN0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0078.GEOID18 height accuracy estimate available here.
 KN0078
 KN0078.Click photographs - Photos may exist for this station.
 KN0078
 KN0078.The dynamic height is computed by dividing the NAVD 88
 KN0078.geopotential number by the normal gravity value computed on the
 KN0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0078.degrees latitude (g = 980.6199 gals.).
 KN0078
 KN0078.The modeled gravity was interpolated from observed gravity values.
 KN0078
 KN0078;                    North         East    Units  Estimated Accuracy
 KN0078;SPC UT C     - 2,111,780.      546,380.      MT  (+/- 180 meters Scaled)
 KN0078
 KN0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ032543(NAD 83)
 KN0078
 KN0078                          SUPERSEDED SURVEY CONTROL
 KN0078
 KN0078  NGVD 29 (??/??/92) 1751.729  (m)         5747.13   (f) ADJ UNCH    2 0
 KN0078
 KN0078.Superseded values are not recommended for survey control.
 KN0078
 KN0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0078.See file dsdata.pdf to determine how the superseded data were derived.
 KN0078
 KN0078_MARKER: N = NAIL
 KN0078_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0078_SP_SET: BRIDGE
 KN0078_MARK LOGO: USGS
 KN0078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0078
 KN0078  HISTORY     - Date     Condition        Report By
 KN0078  HISTORY     - UNK      MONUMENTED       USGS
 KN0078  HISTORY     - 1934     GOOD             CGS
 KN0078  HISTORY     - 20091022 MARK NOT FOUND   GEOCAC
 KN0078
 KN0078                          STATION DESCRIPTION
 KN0078
 KN0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0078'0.9 MI N FROM HUNTINGTON.
 KN0078'ABOUT 0.9 MILE NORTH OF THE HIGH SCHOOL BUILDING AT HUNTINGTON, EMERY
 KN0078'COUNTY, AND IN THE NORTH END OF THE BRIDGE OVER HUNTINGTON CREEK.  A
 KN0078'UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 KN0078
 KN0078                          STATION RECOVERY (2009)
 KN0078
 KN0078'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 KN0078'BRIDGE HAS BEEN REPLACED WITH MULTIPLE BOX CULVERTS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0426 ***********************************************************************
 LO0426  DESIGNATION -  5756.95
 LO0426  PID         -  LO0426
 LO0426  STATE/COUNTY-  UT/WASATCH
 LO0426  COUNTRY     -  US
 LO0426  USGS QUAD   -  CHARLESTON (2017)
 LO0426
 LO0426                         *CURRENT SURVEY CONTROL
 LO0426  ______________________________________________________________________
 LO0426* NAD 83(1986) POSITION- 40 28 38.     (N) 111 23 51.     (W)   SCALED
 LO0426* NAVD 88 ORTHO HEIGHT -  1755.929 (meters)     5760.91  (feet) ADJUSTED
 LO0426  ______________________________________________________________________
 LO0426  GEOID HEIGHT    -        -15.684 (meters)                     GEOID18
 LO0426  DYNAMIC HEIGHT  -       1754.314 (meters)     5755.61  (feet) COMP
 LO0426  MODELED GRAVITY -    979,643.9   (mgal)                       NAVD 88
 LO0426
 LO0426  VERT ORDER      -  SECOND    CLASS 0
 LO0426
 LO0426.The horizontal coordinates were scaled from a map and have
 LO0426.an estimated accuracy of +/- 6 seconds.
 LO0426
 LO0426.The orthometric height was determined by differential leveling and
 LO0426.adjusted by the NATIONAL GEODETIC SURVEY
 LO0426.in June 1991.
 LO0426
 LO0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0426.GEOID18 height accuracy estimate available here.
 LO0426
 LO0426.Click photographs - Photos may exist for this station.
 LO0426
 LO0426.The dynamic height is computed by dividing the NAVD 88
 LO0426.geopotential number by the normal gravity value computed on the
 LO0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0426.degrees latitude (g = 980.6199 gals.).
 LO0426
 LO0426.The modeled gravity was interpolated from observed gravity values.
 LO0426
 LO0426;                    North         East    Units  Estimated Accuracy
 LO0426;SPC UT C     - 2,238,020.      508,690.      MT  (+/- 180 meters Scaled)
 LO0426
 LO0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK663808(NAD 83)
 LO0426
 LO0426                          SUPERSEDED SURVEY CONTROL
 LO0426
 LO0426  NGVD 29 (??/??/92) 1754.744  (m)         5757.02   (f) ADJ UNCH    2 0
 LO0426
 LO0426.Superseded values are not recommended for survey control.
 LO0426
 LO0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0426.See file dsdata.pdf to determine how the superseded data were derived.
 LO0426
 LO0426_MARKER: DD = SURVEY DISK
 LO0426_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0426_SP_SET: CULVERT HEADWALL
 LO0426_STAMPING: 5756.95
 LO0426_MARK LOGO: BPR
 LO0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0426+STABILITY: SURFACE MOTION
 LO0426
 LO0426  HISTORY     - Date     Condition        Report By
 LO0426  HISTORY     - UNK      MONUMENTED       BPR
 LO0426  HISTORY     - 1934     GOOD             CGS
 LO0426  HISTORY     - 1964     MARK NOT FOUND   CGS
 LO0426
 LO0426                          STATION DESCRIPTION
 LO0426
 LO0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0426'2.4 MI SE FROM HEBER.
 LO0426'2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0426'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0426'SOUTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0426'STAMPED 5756.95.
 LO0426
 LO0426                          STATION RECOVERY (1964)
 LO0426
 LO0426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LO0426'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0072 ***********************************************************************
 KN0072  DESIGNATION -  5757
 KN0072  PID         -  KN0072
 KN0072  STATE/COUNTY-  UT/EMERY
 KN0072  COUNTRY     -  US
 KN0072  USGS QUAD   -  HUNTINGTON (2017)
 KN0072
 KN0072                         *CURRENT SURVEY CONTROL
 KN0072  ______________________________________________________________________
 KN0072* NAD 83(1986) POSITION- 39 16 55.     (N) 110 58 29.     (W)   SCALED
 KN0072* NAVD 88 ORTHO HEIGHT -  1755.582 (meters)     5759.77  (feet) ADJUSTED
 KN0072  ______________________________________________________________________
 KN0072  GEOID HEIGHT    -        -17.277 (meters)                     GEOID18
 KN0072  DYNAMIC HEIGHT  -       1753.832 (meters)     5754.03  (feet) COMP
 KN0072  MODELED GRAVITY -    979,567.9   (mgal)                       NAVD 88
 KN0072
 KN0072  VERT ORDER      -  SECOND    CLASS 0
 KN0072
 KN0072.The horizontal coordinates were scaled from a map and have
 KN0072.an estimated accuracy of +/- 6 seconds.
 KN0072
 KN0072.The orthometric height was determined by differential leveling and
 KN0072.adjusted by the NATIONAL GEODETIC SURVEY
 KN0072.in June 1991.
 KN0072
 KN0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0072.GEOID18 height accuracy estimate available here.
 KN0072
 KN0072.Click photographs - Photos may exist for this station.
 KN0072
 KN0072.The dynamic height is computed by dividing the NAVD 88
 KN0072.geopotential number by the normal gravity value computed on the
 KN0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0072.degrees latitude (g = 980.6199 gals.).
 KN0072
 KN0072.The modeled gravity was interpolated from observed gravity values.
 KN0072
 KN0072;                    North         East    Units  Estimated Accuracy
 KN0072;SPC UT C     - 2,105,450.      545,320.      MT  (+/- 180 meters Scaled)
 KN0072
 KN0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ021480(NAD 83)
 KN0072
 KN0072                          SUPERSEDED SURVEY CONTROL
 KN0072
 KN0072  NGVD 29 (??/??/92) 1754.511  (m)         5756.26   (f) ADJ UNCH    2 0
 KN0072
 KN0072.Superseded values are not recommended for survey control.
 KN0072
 KN0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0072.See file dsdata.pdf to determine how the superseded data were derived.
 KN0072
 KN0072_MARKER: DD = SURVEY DISK
 KN0072_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0072_SP_SET: CULVERT HEADWALL
 KN0072_STAMPING: 5757 5759 2 W 1923
 KN0072_MARK LOGO: USGS
 KN0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0072+STABILITY: SURFACE MOTION
 KN0072
 KN0072  HISTORY     - Date     Condition        Report By
 KN0072  HISTORY     - 1923     MONUMENTED       USGS
 KN0072
 KN0072                          STATION DESCRIPTION
 KN0072
 KN0072'DESCRIBED BY US GEOLOGICAL SURVEY 1923
 KN0072'3.2 MI S FROM HUNTINGTON.
 KN0072'ABOUT 3.2 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 KN0072'BUILDING AT HUNTINGTON, EMERY COUNTY, ABOUT 300 FEET EAST OF A ROUND
 KN0072'KNOLL, AT AN IRRIGATION DITCH, AND IN THE WEST HEAD WALL OF A CONCRETE
 KN0072'CULVERT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 KN0072'5757 5759 2 W 1923.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0249 ***********************************************************************
 JM0249  DESIGNATION -  5761 55
 JM0249  PID         -  JM0249
 JM0249  STATE/COUNTY-  UT/SAN JUAN
 JM0249  COUNTRY     -  US
 JM0249  USGS QUAD   -  HATCH ROCK (2017)
 JM0249
 JM0249                         *CURRENT SURVEY CONTROL
 JM0249  ______________________________________________________________________
 JM0249* NAD 83(1986) POSITION- 38 13 47.     (N) 109 23 29.     (W)   SCALED
 JM0249* NAVD 88 ORTHO HEIGHT -  1760.710 (meters)     5776.60  (feet) ADJUSTED
 JM0249  ______________________________________________________________________
 JM0249  GEOID HEIGHT    -        -19.044 (meters)                     GEOID18
 JM0249  DYNAMIC HEIGHT  -       1758.768 (meters)     5770.22  (feet) COMP
 JM0249  MODELED GRAVITY -    979,463.8   (mgal)                       NAVD 88
 JM0249
 JM0249  VERT ORDER      -  FIRST     CLASS II
 JM0249
 JM0249.The horizontal coordinates were scaled from a map and have
 JM0249.an estimated accuracy of +/- 6 seconds.
 JM0249
 JM0249.The orthometric height was determined by differential leveling and
 JM0249.adjusted by the NATIONAL GEODETIC SURVEY
 JM0249.in June 1991.
 JM0249
 JM0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0249.GEOID18 height accuracy estimate available here.
 JM0249
 JM0249.Click photographs - Photos may exist for this station.
 JM0249
 JM0249.The dynamic height is computed by dividing the NAVD 88
 JM0249.geopotential number by the normal gravity value computed on the
 JM0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0249.degrees latitude (g = 980.6199 gals.).
 JM0249
 JM0249.The modeled gravity was interpolated from observed gravity values.
 JM0249
 JM0249;                    North         East    Units  Estimated Accuracy
 JM0249;SPC UT S     - 3,175,560.      684,610.      MT  (+/- 180 meters Scaled)
 JM0249
 JM0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH407325(NAD 83)
 JM0249
 JM0249                          SUPERSEDED SURVEY CONTROL
 JM0249
 JM0249  NGVD 29 (??/??/92) 1759.671  (m)         5773.19   (f) ADJ UNCH    1 2
 JM0249
 JM0249.Superseded values are not recommended for survey control.
 JM0249
 JM0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0249.See file dsdata.pdf to determine how the superseded data were derived.
 JM0249
 JM0249_MARKER: P = PIPE CAP
 JM0249_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0249_MARK LOGO: UTDH
 JM0249_MAGNETIC: P = MARKER IS A STEEL PIPE
 JM0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0249
 JM0249  HISTORY     - Date     Condition        Report By
 JM0249  HISTORY     - UNK      MONUMENTED       UTDH
 JM0249  HISTORY     - 1934     GOOD             CGS
 JM0249
 JM0249                          STATION DESCRIPTION
 JM0249
 JM0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0249'26.1 MI N FROM MONTICELLO.
 JM0249'26.1 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 JM0249'MONTICELLO, SAN JUAN COUNTY, 0.4 MILE NORTH OF THE BOTTOM OF A LONG
 JM0249'GRADE, AND 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A UTAH
 JM0249'STATE HIGHWAY DEPARTMENT STANDARD CAP, FASTENED ON THE TOP OF A 1-1/2
 JM0249'INCH IRON PIPE PAINTED WHITE AND PROJECTING 1 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0124 ***********************************************************************
 KO0124  DESIGNATION -  5767
 KO0124  PID         -  KO0124
 KO0124  STATE/COUNTY-  UT/MILLARD
 KO0124  COUNTRY     -  US
 KO0124  USGS QUAD   -  SCIPIO PASS (2017)
 KO0124
 KO0124                         *CURRENT SURVEY CONTROL
 KO0124  ______________________________________________________________________
 KO0124* NAD 83(1986) POSITION- 39 12 41.     (N) 112 09 32.     (W)   SCALED
 KO0124* NAVD 88 ORTHO HEIGHT -  1758.339 (meters)     5768.82  (feet) ADJUSTED
 KO0124  ______________________________________________________________________
 KO0124  GEOID HEIGHT    -        -18.226 (meters)                     GEOID18
 KO0124  DYNAMIC HEIGHT  -       1756.586 (meters)     5763.07  (feet) COMP
 KO0124  MODELED GRAVITY -    979,567.7   (mgal)                       NAVD 88
 KO0124
 KO0124  VERT ORDER      -  SECOND    CLASS 0
 KO0124
 KO0124.The horizontal coordinates were scaled from a map and have
 KO0124.an estimated accuracy of +/- 6 seconds.
 KO0124
 KO0124.The orthometric height was determined by differential leveling and
 KO0124.adjusted by the NATIONAL GEODETIC SURVEY
 KO0124.in June 1991.
 KO0124
 KO0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0124.GEOID18 height accuracy estimate available here.
 KO0124
 KO0124.Click photographs - Photos may exist for this station.
 KO0124
 KO0124.The dynamic height is computed by dividing the NAVD 88
 KO0124.geopotential number by the normal gravity value computed on the
 KO0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0124.degrees latitude (g = 980.6199 gals.).
 KO0124
 KO0124.The modeled gravity was interpolated from observed gravity values.
 KO0124
 KO0124;                    North         East    Units  Estimated Accuracy
 KO0124;SPC UT C     - 2,097,690.      443,100.      MT  (+/- 180 meters Scaled)
 KO0124
 KO0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ999408(NAD 83)
 KO0124
 KO0124                          SUPERSEDED SURVEY CONTROL
 KO0124
 KO0124  NGVD 29 (??/??/92) 1757.161  (m)         5764.95   (f) ADJ UNCH    2 0
 KO0124
 KO0124.Superseded values are not recommended for survey control.
 KO0124
 KO0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0124.See file dsdata.pdf to determine how the superseded data were derived.
 KO0124
 KO0124_MARKER: Q = CHISELED SQUARE
 KO0124_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0124_SP_SET: CULVERT HEADWALL
 KO0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0124+STABILITY: SURFACE MOTION
 KO0124
 KO0124  HISTORY     - Date     Condition        Report By
 KO0124  HISTORY     - UNK      MONUMENTED       USGS
 KO0124  HISTORY     - 1934     GOOD             CGS
 KO0124
 KO0124                          STATION DESCRIPTION
 KO0124
 KO0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0124'3.9 MI SW FROM SCIPIO.
 KO0124'ABOUT 3.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE SCHOOLHOUSE
 KO0124'AT SCIPIO, MILLARD COUNTY, AT THE WEST EDGE OF THE HIGHWAY, AT A
 KO0124'CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF THE HEAD WALL.  A
 KO0124'CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0216 ***********************************************************************
 KN0216  DESIGNATION -  5771
 KN0216  PID         -  KN0216
 KN0216  STATE/COUNTY-  UT/EMERY
 KN0216  COUNTRY     -  US
 KN0216  USGS QUAD   -  CASTLE DALE (2017)
 KN0216
 KN0216                         *CURRENT SURVEY CONTROL
 KN0216  ______________________________________________________________________
 KN0216* NAD 83(1986) POSITION- 39 12 57.     (N) 111 01 16.     (W)   SCALED
 KN0216* NAVD 88 ORTHO HEIGHT -  1760.078 (meters)     5774.52  (feet) ADJUSTED
 KN0216  ______________________________________________________________________
 KN0216  GEOID HEIGHT    -        -17.377 (meters)                     GEOID18
 KN0216  DYNAMIC HEIGHT  -       1758.318 (meters)     5768.75  (feet) COMP
 KN0216  MODELED GRAVITY -    979,564.7   (mgal)                       NAVD 88
 KN0216
 KN0216  VERT ORDER      -  SECOND    CLASS 0
 KN0216
 KN0216.The horizontal coordinates were scaled from a map and have
 KN0216.an estimated accuracy of +/- 6 seconds.
 KN0216
 KN0216.The orthometric height was determined by differential leveling and
 KN0216.adjusted by the NATIONAL GEODETIC SURVEY
 KN0216.in June 1991.
 KN0216
 KN0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0216.GEOID18 height accuracy estimate available here.
 KN0216
 KN0216.Click photographs - Photos may exist for this station.
 KN0216
 KN0216.The dynamic height is computed by dividing the NAVD 88
 KN0216.geopotential number by the normal gravity value computed on the
 KN0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0216.degrees latitude (g = 980.6199 gals.).
 KN0216
 KN0216.The modeled gravity was interpolated from observed gravity values.
 KN0216
 KN0216;                    North         East    Units  Estimated Accuracy
 KN0216;SPC UT C     - 2,098,090.      541,360.      MT  (+/- 180 meters Scaled)
 KN0216
 KN0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ981407(NAD 83)
 KN0216
 KN0216                          SUPERSEDED SURVEY CONTROL
 KN0216
 KN0216  NGVD 29 (??/??/92) 1759.011  (m)         5771.02   (f) ADJ UNCH    2 0
 KN0216
 KN0216.Superseded values are not recommended for survey control.
 KN0216
 KN0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0216.See file dsdata.pdf to determine how the superseded data were derived.
 KN0216
 KN0216_MARKER: DD = SURVEY DISK
 KN0216_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KN0216_SP_SET: BUILDING WINDOW SILL
 KN0216_STAMPING: 5771
 KN0216_MARK LOGO: USGS
 KN0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0216+STABILITY: SURFACE MOTION
 KN0216
 KN0216  HISTORY     - Date     Condition        Report By
 KN0216  HISTORY     - UNK      MONUMENTED       USGS
 KN0216  HISTORY     - 1934     GOOD             CGS
 KN0216
 KN0216                          STATION DESCRIPTION
 KN0216
 KN0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0216'IN CASTLE DALE.
 KN0216'AT CASTLE DALE, EMERY COUNTY, IN THE EAST SIDE OF THE HIGH SCHOOL
 KN0216'BUILDING, AND IN THE TOP OF THE SILL OF THE SECOND WINDOW NORTH OF THE
 KN0216'DOOR.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5771.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0219 ***********************************************************************
 KN0219  DESIGNATION -  5773
 KN0219  PID         -  KN0219
 KN0219  STATE/COUNTY-  UT/EMERY
 KN0219  COUNTRY     -  US
 KN0219  USGS QUAD   -  CASTLE DALE (2017)
 KN0219
 KN0219                         *CURRENT SURVEY CONTROL
 KN0219  ______________________________________________________________________
 KN0219* NAD 83(1986) POSITION- 39 13 34.     (N) 111 03 10.     (W)   SCALED
 KN0219* NAVD 88 ORTHO HEIGHT -  1760.470 (meters)     5775.81  (feet) ADJUSTED
 KN0219  ______________________________________________________________________
 KN0219  GEOID HEIGHT    -        -17.233 (meters)                     GEOID18
 KN0219  DYNAMIC HEIGHT  -       1758.702 (meters)     5770.01  (feet) COMP
 KN0219  MODELED GRAVITY -    979,560.5   (mgal)                       NAVD 88
 KN0219
 KN0219  VERT ORDER      -  SECOND    CLASS 0
 KN0219
 KN0219.The horizontal coordinates were scaled from a map and have
 KN0219.an estimated accuracy of +/- 6 seconds.
 KN0219
 KN0219.The orthometric height was determined by differential leveling and
 KN0219.adjusted by the NATIONAL GEODETIC SURVEY
 KN0219.in June 1991.
 KN0219
 KN0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0219.GEOID18 height accuracy estimate available here.
 KN0219
 KN0219.Click photographs - Photos may exist for this station.
 KN0219
 KN0219.The dynamic height is computed by dividing the NAVD 88
 KN0219.geopotential number by the normal gravity value computed on the
 KN0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0219.degrees latitude (g = 980.6199 gals.).
 KN0219
 KN0219.The modeled gravity was interpolated from observed gravity values.
 KN0219
 KN0219;                    North         East    Units  Estimated Accuracy
 KN0219;SPC UT C     - 2,099,210.      538,620.      MT  (+/- 180 meters Scaled)
 KN0219
 KN0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ954418(NAD 83)
 KN0219
 KN0219                          SUPERSEDED SURVEY CONTROL
 KN0219
 KN0219  NGVD 29 (??/??/92) 1759.391  (m)         5772.27   (f) ADJ UNCH    2 0
 KN0219
 KN0219.Superseded values are not recommended for survey control.
 KN0219
 KN0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0219.See file dsdata.pdf to determine how the superseded data were derived.
 KN0219
 KN0219_MARKER: DD = SURVEY DISK
 KN0219_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KN0219_SP_SET: BUILDING WINDOW SILL
 KN0219_STAMPING: 5773
 KN0219_MARK LOGO: USGS
 KN0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0219+STABILITY: SURFACE MOTION
 KN0219
 KN0219  HISTORY     - Date     Condition        Report By
 KN0219  HISTORY     - UNK      MONUMENTED       USGS
 KN0219  HISTORY     - 1934     GOOD             CGS
 KN0219
 KN0219                          STATION DESCRIPTION
 KN0219
 KN0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0219'IN ORANGEVILLE.
 KN0219'AT ORANGEVILLE, EMERY COUNTY, IN THE WEST SIDE OF THE PUBLIC SCHOOL
 KN0219'BUILDING, AND IN THE TOP OF THE SILL OF THE NORTH WINDOW.  A UNITED
 KN0219'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5773.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DO6497 ***********************************************************************
 DO6497  DESIGNATION -  5775.1 US
 DO6497  PID         -  DO6497
 DO6497  STATE/COUNTY-  UT/KANE
 DO6497  COUNTRY     -  US
 DO6497  USGS QUAD   -  MOUNT CARMEL (2017)
 DO6497
 DO6497                         *CURRENT SURVEY CONTROL
 DO6497  ______________________________________________________________________
 DO6497* NAD 83(1986) POSITION- 37 12 31.1    (N) 112 41 02.9    (W)   HD_HELD2
 DO6497* NAVD 88 ORTHO HEIGHT -  1608.808 (meters)     5278.23  (feet) ADJUSTED
 DO6497  ______________________________________________________________________
 DO6497  GEOID HEIGHT    -        -21.869 (meters)                     GEOID18
 DO6497  DYNAMIC HEIGHT  -       1606.934 (meters)     5272.08  (feet) COMP
 DO6497  MODELED GRAVITY -    979,409.6   (mgal)                       NAVD 88
 DO6497
 DO6497  VERT ORDER      -  SECOND    CLASS II
 DO6497
 DO6497.The horizontal coordinates were established by autonomous hand held GPS
 DO6497.observations and have an estimated accuracy of +/- 10 meters.
 DO6497
 DO6497.The orthometric height was determined by differential leveling and
 DO6497.adjusted by the NATIONAL GEODETIC SURVEY
 DO6497.in April 2014.
 DO6497
 DO6497.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6497.GEOID18 height accuracy estimate available here.
 DO6497
 DO6497.Click photographs - Photos may exist for this station.
 DO6497
 DO6497.The dynamic height is computed by dividing the NAVD 88
 DO6497.geopotential number by the normal gravity value computed on the
 DO6497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6497.degrees latitude (g = 980.6199 gals.).
 DO6497
 DO6497.The modeled gravity was interpolated from observed gravity values.
 DO6497
 DO6497;                    North         East    Units  Estimated Accuracy
 DO6497;SPC UT S     - 3,060,815.      394,889.      MT  (+/- 10 meters HH2 GPS)
 DO6497
 DO6497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG5055619346(NAD 83)
 DO6497
 DO6497                          SUPERSEDED SURVEY CONTROL
 DO6497
 DO6497.No superseded survey control is available for this station.
 DO6497
 DO6497_MARKER: Q = CHISELED SQUARE
 DO6497_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO6497_SP_SET: CULVERT HEADWALL
 DO6497_MARK LOGO: NONE
 DO6497_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO6497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO6497+STABILITY: SURFACE MOTION
 DO6497
 DO6497  HISTORY     - Date     Condition        Report By
 DO6497  HISTORY     - 19340130 MONUMENTED       USGS
 DO6497
 DO6497                          STATION DESCRIPTION
 DO6497
 DO6497'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (EEH)
 DO6497'TO REACH FROM THE KANAB COURTHOUSE TRAVEL 16 MI (25.7 KM) NORTH WEST
 DO6497'ALONG THE HIGHWAY.
 DO6497'
 DO6497'THE MARK IS LOCATED ON THE EAST EDGE OF THE HIGHWAY AND SOUTH OF A
 DO6497'SMALL CUT.
 DO6497'
 DO6497'THE MARK IS A CHISELED SQUARE SET ON THE CENTER HEADWALL OF A CONCRETE
 DO6497'CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0075 ***********************************************************************
 KN0075  DESIGNATION -  5778.94
 KN0075  PID         -  KN0075
 KN0075  STATE/COUNTY-  UT/EMERY
 KN0075  COUNTRY     -  US
 KN0075  USGS QUAD   -  HUNTINGTON (2017)
 KN0075
 KN0075                         *CURRENT SURVEY CONTROL
 KN0075  ______________________________________________________________________
 KN0075* NAD 83(1986) POSITION- 39 19 02.     (N) 110 57 51.     (W)   SCALED
 KN0075* NAVD 88 ORTHO HEIGHT -  1762.736 (meters)     5783.24  (feet) ADJUSTED
 KN0075  ______________________________________________________________________
 KN0075  GEOID HEIGHT    -        -17.186 (meters)                     GEOID18
 KN0075  DYNAMIC HEIGHT  -       1760.981 (meters)     5777.49  (feet) COMP
 KN0075  MODELED GRAVITY -    979,569.0   (mgal)                       NAVD 88
 KN0075
 KN0075  VERT ORDER      -  SECOND    CLASS 0
 KN0075
 KN0075.The horizontal coordinates were scaled from a map and have
 KN0075.an estimated accuracy of +/- 6 seconds.
 KN0075
 KN0075.The orthometric height was determined by differential leveling and
 KN0075.adjusted by the NATIONAL GEODETIC SURVEY
 KN0075.in June 1991.
 KN0075
 KN0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0075.GEOID18 height accuracy estimate available here.
 KN0075
 KN0075.Click photographs - Photos may exist for this station.
 KN0075
 KN0075.The dynamic height is computed by dividing the NAVD 88
 KN0075.geopotential number by the normal gravity value computed on the
 KN0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0075.degrees latitude (g = 980.6199 gals.).
 KN0075
 KN0075.The modeled gravity was interpolated from observed gravity values.
 KN0075
 KN0075;                    North         East    Units  Estimated Accuracy
 KN0075;SPC UT C     - 2,109,370.      546,210.      MT  (+/- 180 meters Scaled)
 KN0075
 KN0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ030519(NAD 83)
 KN0075
 KN0075                          SUPERSEDED SURVEY CONTROL
 KN0075
 KN0075  NGVD 29 (??/??/92) 1761.663  (m)         5779.72   (f) ADJ UNCH    2 0
 KN0075
 KN0075.Superseded values are not recommended for survey control.
 KN0075
 KN0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0075.See file dsdata.pdf to determine how the superseded data were derived.
 KN0075
 KN0075_MARKER: Q = CHISELED SQUARE
 KN0075_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0075_SP_SET: CULVERT HEADWALL
 KN0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0075+STABILITY: SURFACE MOTION
 KN0075
 KN0075  HISTORY     - Date     Condition        Report By
 KN0075  HISTORY     - UNK      MONUMENTED       USGS
 KN0075  HISTORY     - 1934     GOOD             CGS
 KN0075  HISTORY     - 20091022 MARK NOT FOUND   GEOCAC
 KN0075
 KN0075                          STATION DESCRIPTION
 KN0075
 KN0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0075'0.7 MI S FROM HUNTINGTON.
 KN0075'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 KN0075'BUILDING AT HUNTINGTON, EMERY COUNTY, AT THE SOUTH EDGE OF THE TOWN,
 KN0075'AT THE TOP OF A HILL, AND ON THE WEST HEAD WALL OF A CULVERT OVER AN
 KN0075'IRRIGATION DITCH.  A CHISELED SQUARE.
 KN0075
 KN0075                          STATION RECOVERY (2009)
 KN0075
 KN0075'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 KN0075'ROADWAY HAS BEEN WIDENED.  MARK NOT FOUND IN THE NEW CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0139 ***********************************************************************
 KO0139  DESIGNATION -  5785
 KO0139  PID         -  KO0139
 KO0139  STATE/COUNTY-  UT/MILLARD
 KO0139  COUNTRY     -  US
 KO0139  USGS QUAD   -  SCIPIO SOUTH (2017)
 KO0139
 KO0139                         *CURRENT SURVEY CONTROL
 KO0139  ______________________________________________________________________
 KO0139* NAD 83(1986) POSITION- 39 09 22.     (N) 112 04 05.     (W)   SCALED
 KO0139* NAVD 88 ORTHO HEIGHT -  1764.412 (meters)     5788.74  (feet) ADJUSTED
 KO0139  ______________________________________________________________________
 KO0139  GEOID HEIGHT    -        -18.205 (meters)                     GEOID18
 KO0139  DYNAMIC HEIGHT  -       1762.624 (meters)     5782.88  (feet) COMP
 KO0139  MODELED GRAVITY -    979,551.4   (mgal)                       NAVD 88
 KO0139
 KO0139  VERT ORDER      -  SECOND    CLASS 0
 KO0139
 KO0139.The horizontal coordinates were scaled from a map and have
 KO0139.an estimated accuracy of +/- 6 seconds.
 KO0139
 KO0139.The orthometric height was determined by differential leveling and
 KO0139.adjusted by the NATIONAL GEODETIC SURVEY
 KO0139.in June 1991.
 KO0139
 KO0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0139.GEOID18 height accuracy estimate available here.
 KO0139
 KO0139.Click photographs - Photos may exist for this station.
 KO0139
 KO0139.The dynamic height is computed by dividing the NAVD 88
 KO0139.geopotential number by the normal gravity value computed on the
 KO0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0139.degrees latitude (g = 980.6199 gals.).
 KO0139
 KO0139.The modeled gravity was interpolated from observed gravity values.
 KO0139
 KO0139;                    North         East    Units  Estimated Accuracy
 KO0139;SPC UT C     - 2,091,500.      450,900.      MT  (+/- 180 meters Scaled)
 KO0139
 KO0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ077346(NAD 83)
 KO0139
 KO0139                          SUPERSEDED SURVEY CONTROL
 KO0139
 KO0139  NGVD 29 (??/??/92) 1763.222  (m)         5784.84   (f) ADJ UNCH    2 0
 KO0139
 KO0139.Superseded values are not recommended for survey control.
 KO0139
 KO0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0139.See file dsdata.pdf to determine how the superseded data were derived.
 KO0139
 KO0139_MARKER: Q = CHISELED SQUARE
 KO0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KO0139_SP_SET: PARAPET WALL
 KO0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0139
 KO0139  HISTORY     - Date     Condition        Report By
 KO0139  HISTORY     - UNK      MONUMENTED       USGS
 KO0139  HISTORY     - 1934     GOOD             CGS
 KO0139
 KO0139                          STATION DESCRIPTION
 KO0139
 KO0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0139'7.0 MI SE FROM SCIPIO.
 KO0139'ABOUT 7.0 MILES SOUTHEAST ALONG STATE HIGHWAY 63 FROM THE SCHOOLHOUSE
 KO0139'AT SCIPIO, MILLARD COUNTY, ABOUT 420 FEET SOUTHEAST OF BENCH MARK H
 KO0139'107 (U.S.G.S.), DESCRIBED ABOVE, AT A CONCRETE BRIDGE OVER A DRAIN, ON
 KO0139'THE TOP OF THE EAST PARAPET WALL, AND AT AN ANGLE IN THE WALL.  A
 KO0139'CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0077 ***********************************************************************
 KN0077  DESIGNATION -  5790
 KN0077  PID         -  KN0077
 KN0077  STATE/COUNTY-  UT/EMERY
 KN0077  COUNTRY     -  US
 KN0077  USGS QUAD   -  HUNTINGTON (2017)
 KN0077
 KN0077                         *CURRENT SURVEY CONTROL
 KN0077  ______________________________________________________________________
 KN0077* NAD 83(1986) POSITION- 39 19 39.     (N) 110 57 51.     (W)   SCALED
 KN0077* NAVD 88 ORTHO HEIGHT -  1766.145 (meters)     5794.43  (feet) ADJUSTED
 KN0077  ______________________________________________________________________
 KN0077  GEOID HEIGHT    -        -17.150 (meters)                     GEOID18
 KN0077  DYNAMIC HEIGHT  -       1764.386 (meters)     5788.66  (feet) COMP
 KN0077  MODELED GRAVITY -    979,568.3   (mgal)                       NAVD 88
 KN0077
 KN0077  VERT ORDER      -  SECOND    CLASS 0
 KN0077
 KN0077.The horizontal coordinates were scaled from a map and have
 KN0077.an estimated accuracy of +/- 6 seconds.
 KN0077
 KN0077.The orthometric height was determined by differential leveling and
 KN0077.adjusted by the NATIONAL GEODETIC SURVEY
 KN0077.in June 1991.
 KN0077
 KN0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0077.GEOID18 height accuracy estimate available here.
 KN0077
 KN0077.Click photographs - Photos may exist for this station.
 KN0077
 KN0077.The dynamic height is computed by dividing the NAVD 88
 KN0077.geopotential number by the normal gravity value computed on the
 KN0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0077.degrees latitude (g = 980.6199 gals.).
 KN0077
 KN0077.The modeled gravity was interpolated from observed gravity values.
 KN0077
 KN0077;                    North         East    Units  Estimated Accuracy
 KN0077;SPC UT C     - 2,110,510.      546,200.      MT  (+/- 180 meters Scaled)
 KN0077
 KN0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ030531(NAD 83)
 KN0077
 KN0077                          SUPERSEDED SURVEY CONTROL
 KN0077
 KN0077  NGVD 29 (??/??/92) 1765.071  (m)         5790.90   (f) ADJ UNCH    2 0
 KN0077
 KN0077.Superseded values are not recommended for survey control.
 KN0077
 KN0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0077.See file dsdata.pdf to determine how the superseded data were derived.
 KN0077
 KN0077_MARKER: DD = SURVEY DISK
 KN0077_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KN0077_SP_SET: STEP
 KN0077_STAMPING: 5790 18 1923
 KN0077_MARK LOGO: USGS
 KN0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0077
 KN0077  HISTORY     - Date     Condition        Report By
 KN0077  HISTORY     - 1923     MONUMENTED       USGS
 KN0077  HISTORY     - 1969     GOOD             USGS
 KN0077
 KN0077                          STATION DESCRIPTION
 KN0077
 KN0077'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KN0077'IN HUNTINGTON.
 KN0077'AT HUNTINGTON, EMERY COUNTY, ON THE WEST SIDE OF THE HIGH SCHOOL
 KN0077'BUILDING, AND IN THE TOP OF THE SECOND CONCRETE STEP APPROACHING THE
 KN0077'BUILDING.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 KN0077'5790 18 1923.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0247 ***********************************************************************
 JM0247  DESIGNATION -  58 85 88
 JM0247  PID         -  JM0247
 JM0247  STATE/COUNTY-  UT/SAN JUAN
 JM0247  COUNTRY     -  US
 JM0247  USGS QUAD   -  HATCH ROCK (2017)
 JM0247
 JM0247                         *CURRENT SURVEY CONTROL
 JM0247  ______________________________________________________________________
 JM0247* NAD 83(1986) POSITION- 38 14 27.     (N) 109 23 24.     (W)   SCALED
 JM0247* NAVD 88 ORTHO HEIGHT -  1798.586 (meters)     5900.86  (feet) ADJUSTED
 JM0247  ______________________________________________________________________
 JM0247  GEOID HEIGHT    -        -19.038 (meters)                     GEOID18
 JM0247  DYNAMIC HEIGHT  -       1796.600 (meters)     5894.35  (feet) COMP
 JM0247  MODELED GRAVITY -    979,460.7   (mgal)                       NAVD 88
 JM0247
 JM0247  VERT ORDER      -  FIRST     CLASS II
 JM0247
 JM0247.The horizontal coordinates were scaled from a map and have
 JM0247.an estimated accuracy of +/- 6 seconds.
 JM0247
 JM0247.The orthometric height was determined by differential leveling and
 JM0247.adjusted by the NATIONAL GEODETIC SURVEY
 JM0247.in June 1991.
 JM0247
 JM0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0247.GEOID18 height accuracy estimate available here.
 JM0247
 JM0247.Click photographs - Photos may exist for this station.
 JM0247
 JM0247.The dynamic height is computed by dividing the NAVD 88
 JM0247.geopotential number by the normal gravity value computed on the
 JM0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0247.degrees latitude (g = 980.6199 gals.).
 JM0247
 JM0247.The modeled gravity was interpolated from observed gravity values.
 JM0247
 JM0247;                    North         East    Units  Estimated Accuracy
 JM0247;SPC UT S     - 3,176,790.      684,700.      MT  (+/- 180 meters Scaled)
 JM0247
 JM0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH408337(NAD 83)
 JM0247
 JM0247                          SUPERSEDED SURVEY CONTROL
 JM0247
 JM0247  NGVD 29 (??/??/92) 1797.543  (m)         5897.44   (f) ADJ UNCH    1 2
 JM0247
 JM0247.Superseded values are not recommended for survey control.
 JM0247
 JM0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0247.See file dsdata.pdf to determine how the superseded data were derived.
 JM0247
 JM0247_MARKER: P = PIPE CAP
 JM0247_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0247_MARK LOGO: UTDH
 JM0247_MAGNETIC: P = MARKER IS A STEEL PIPE
 JM0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0247
 JM0247  HISTORY     - Date     Condition        Report By
 JM0247  HISTORY     - UNK      MONUMENTED       UTDH
 JM0247  HISTORY     - 1934     GOOD             CGS
 JM0247
 JM0247                          STATION DESCRIPTION
 JM0247
 JM0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0247'26.8 MI NP FROM MONTICELLO.
 JM0247'26.8 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 JM0247'MONTICELLO, SAN JUAN COUNTY, AT THE SOUTH POINT OF A CURVE, 300 FEET
 JM0247'SOUTH OF THE CREST OF A HILL, AND 40 FEET EAST OF THE CENTERLINE OF
 JM0247'THE HIGHWAY A UTAH STATE HIGHWAY DEPARTMENT STANDARD CAP, FASTENED ON
 JM0247'THE TOP OF A 1-1/2 INCH IRON PIPE PAINTED WHITE AND PROJECTING 1 FOOT
 JM0247'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0412 ***********************************************************************
 KM0412  DESIGNATION -  58 FMK
 KM0412  PID         -  KM0412
 KM0412  STATE/COUNTY-  UT/GRAND
 KM0412  COUNTRY     -  US
 KM0412  USGS QUAD   -  ANTONE CANYON (2017)
 KM0412
 KM0412                         *CURRENT SURVEY CONTROL
 KM0412  ______________________________________________________________________
 KM0412* NAD 83(1986) POSITION- 39 11 02.6    (N) 109 18 11.5    (W)   HD_HELD2
 KM0412* NAVD 88 ORTHO HEIGHT -  1544.647 (meters)     5067.73  (feet) POSTED
 KM0412  ______________________________________________________________________
 KM0412  GEOID HEIGHT    -        -18.280 (meters)                     GEOID18
 KM0412  DYNAMIC HEIGHT  -       1543.13  (meters)     5062.8   (feet) COMP
 KM0412  MODELED GRAVITY -    979,594.1   (mgal)                       NAVD 88
 KM0412
 KM0412  VERT ORDER      -  * POSTED, SEE BELOW
 KM0412
 KM0412.The horizontal coordinates were established by autonomous hand held GPS
 KM0412.observations and have an estimated accuracy of +/- 10 meters.
 KM0412
 KM0412.The orthometric height was determined by differential leveling
 KM0412.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0412
 KM0412.* This is a POSTED BENCH MARK height.
 KM0412
 KM0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0412.GEOID18 height accuracy estimate available here.
 KM0412
 KM0412.Click photographs - Photos may exist for this station.
 KM0412
 KM0412.The dynamic height is computed by dividing the NAVD 88
 KM0412.geopotential number by the normal gravity value computed on the
 KM0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0412.degrees latitude (g = 980.6199 gals.).
 KM0412
 KM0412.The modeled gravity was interpolated from observed gravity values.
 KM0412
 KM0412;                    North         East    Units  Estimated Accuracy
 KM0412;SPC UT C     - 2,096,778.      689,781.      MT  (+/- 10 meters HH2 GPS)
 KM0412
 KM0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ4655238573(NAD 83)
 KM0412
 KM0412                          SUPERSEDED SURVEY CONTROL
 KM0412
 KM0412.No superseded survey control is available for this station.
 KM0412
 KM0412_MARKER: DD = SURVEY DISK
 KM0412_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0412_STAMPING: 58 FMK 1969 5064
 KM0412_MARK LOGO: USGS
 KM0412_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0412+SATELLITE: SATELLITE OBSERVATIONS - 1969
 KM0412
 KM0412  HISTORY     - Date     Condition        Report By
 KM0412  HISTORY     - 1969     MONUMENTED       USGS
 KM0412
 KM0412                          STATION DESCRIPTION
 KM0412
 KM0412'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0412'FROM MACK, COLORADO, PROCEED 23.7 MILES NORTHWEST ALONG U. S.
 KM0412'HIGHWAYS 6 AND 50, THENCE 9.2 MILES NORTHWEST ALONG COUNTY ROAD TO
 KM0412'RANCH BUILDINGS AND CORRALS, THENCE 2.1 MILES SOUTHWEST ACROSS DRAIN
 KM0412'AND ALONG 4-WHEEL DRIVE TRACK ROAD, 0.3 MILES WEST OF CORRALS, 0.2
 KM0412'MILES WEST OF THE ROAD AND DRAIN CROSSING TO A SMALL TOP, 50 FEET
 KM0412'WEST OF THE CENTERLINE OF A TRACK ROAD, WITNESS POST SET NEAR BENCH
 KM0412'MARK, SET ON 10 FEET OF COPPER-COATED STEEL ROD ENCASED IN A 6-INCH
 KM0412'CONCRETE PIPE WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0425 ***********************************************************************
 LO0425  DESIGNATION -  5801.5
 LO0425  PID         -  LO0425
 LO0425  STATE/COUNTY-  UT/WASATCH
 LO0425  COUNTRY     -  US
 LO0425  USGS QUAD   -  CHARLESTON (2017)
 LO0425
 LO0425                         *CURRENT SURVEY CONTROL
 LO0425  ______________________________________________________________________
 LO0425* NAD 83(1986) POSITION- 40 28 22.     (N) 111 23 34.     (W)   SCALED
 LO0425* NAVD 88 ORTHO HEIGHT -  1769.508 (meters)     5805.46  (feet) ADJUSTED
 LO0425  ______________________________________________________________________
 LO0425  GEOID HEIGHT    -        -15.668 (meters)                     GEOID18
 LO0425  DYNAMIC HEIGHT  -       1767.875 (meters)     5800.10  (feet) COMP
 LO0425  MODELED GRAVITY -    979,639.9   (mgal)                       NAVD 88
 LO0425
 LO0425  VERT ORDER      -  SECOND    CLASS 0
 LO0425
 LO0425.The horizontal coordinates were scaled from a map and have
 LO0425.an estimated accuracy of +/- 6 seconds.
 LO0425
 LO0425.The orthometric height was determined by differential leveling and
 LO0425.adjusted by the NATIONAL GEODETIC SURVEY
 LO0425.in June 1991.
 LO0425
 LO0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0425.GEOID18 height accuracy estimate available here.
 LO0425
 LO0425.Click photographs - Photos may exist for this station.
 LO0425
 LO0425.The dynamic height is computed by dividing the NAVD 88
 LO0425.geopotential number by the normal gravity value computed on the
 LO0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0425.degrees latitude (g = 980.6199 gals.).
 LO0425
 LO0425.The modeled gravity was interpolated from observed gravity values.
 LO0425
 LO0425;                    North         East    Units  Estimated Accuracy
 LO0425;SPC UT C     - 2,237,530.      509,090.      MT  (+/- 180 meters Scaled)
 LO0425
 LO0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK667803(NAD 83)
 LO0425
 LO0425                          SUPERSEDED SURVEY CONTROL
 LO0425
 LO0425  NGVD 29 (??/??/92) 1768.317  (m)         5801.55   (f) ADJ UNCH    2 0
 LO0425
 LO0425.Superseded values are not recommended for survey control.
 LO0425
 LO0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0425.See file dsdata.pdf to determine how the superseded data were derived.
 LO0425
 LO0425_MARKER: DD = SURVEY DISK
 LO0425_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0425_SP_SET: CULVERT HEADWALL
 LO0425_STAMPING: 5801.5
 LO0425_MARK LOGO: BPR
 LO0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0425+STABILITY: SURFACE MOTION
 LO0425
 LO0425  HISTORY     - Date     Condition        Report By
 LO0425  HISTORY     - UNK      MONUMENTED       BPR
 LO0425  HISTORY     - 1934     GOOD             CGS
 LO0425  HISTORY     - 1964     MARK NOT FOUND   CGS
 LO0425
 LO0425                          STATION DESCRIPTION
 LO0425
 LO0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0425'2.8 MI SE FROM HEBER.
 LO0425'2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0425'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0425'SOUTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0425'STAMPED 5801.5.
 LO0425
 LO0425                          STATION RECOVERY (1964)
 LO0425
 LO0425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LO0425'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0248 ***********************************************************************
 JM0248  DESIGNATION -  5821 29
 JM0248  PID         -  JM0248
 JM0248  STATE/COUNTY-  UT/SAN JUAN
 JM0248  COUNTRY     -  US
 JM0248  USGS QUAD   -  HATCH ROCK (2017)
 JM0248
 JM0248                         *CURRENT SURVEY CONTROL
 JM0248  ______________________________________________________________________
 JM0248* NAD 83(1986) POSITION- 38 14 10.     (N) 109 23 26.     (W)   SCALED
 JM0248* NAVD 88 ORTHO HEIGHT -  1782.140 (meters)     5846.90  (feet) ADJUSTED
 JM0248  ______________________________________________________________________
 JM0248  GEOID HEIGHT    -        -19.041 (meters)                     GEOID18
 JM0248  DYNAMIC HEIGHT  -       1780.173 (meters)     5840.45  (feet) COMP
 JM0248  MODELED GRAVITY -    979,462.0   (mgal)                       NAVD 88
 JM0248
 JM0248  VERT ORDER      -  FIRST     CLASS II
 JM0248
 JM0248.The horizontal coordinates were scaled from a map and have
 JM0248.an estimated accuracy of +/- 6 seconds.
 JM0248
 JM0248.The orthometric height was determined by differential leveling and
 JM0248.adjusted by the NATIONAL GEODETIC SURVEY
 JM0248.in June 1991.
 JM0248
 JM0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0248.GEOID18 height accuracy estimate available here.
 JM0248
 JM0248.Click photographs - Photos may exist for this station.
 JM0248
 JM0248.The dynamic height is computed by dividing the NAVD 88
 JM0248.geopotential number by the normal gravity value computed on the
 JM0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0248.degrees latitude (g = 980.6199 gals.).
 JM0248
 JM0248.The modeled gravity was interpolated from observed gravity values.
 JM0248
 JM0248;                    North         East    Units  Estimated Accuracy
 JM0248;SPC UT S     - 3,176,270.      684,660.      MT  (+/- 180 meters Scaled)
 JM0248
 JM0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH408332(NAD 83)
 JM0248
 JM0248                          SUPERSEDED SURVEY CONTROL
 JM0248
 JM0248  NGVD 29 (??/??/92) 1781.101  (m)         5843.50   (f) ADJ UNCH    1 2
 JM0248
 JM0248.Superseded values are not recommended for survey control.
 JM0248
 JM0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0248.See file dsdata.pdf to determine how the superseded data were derived.
 JM0248
 JM0248_MARKER: P = PIPE CAP
 JM0248_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0248_MARK LOGO: UTDH
 JM0248_MAGNETIC: P = MARKER IS A STEEL PIPE
 JM0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0248
 JM0248  HISTORY     - Date     Condition        Report By
 JM0248  HISTORY     - UNK      MONUMENTED       UTDH
 JM0248  HISTORY     - 1934     GOOD             CGS
 JM0248
 JM0248                          STATION DESCRIPTION
 JM0248
 JM0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0248'26.5 MI N FROM MONTICELLO.
 JM0248'26.5 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 JM0248'MONTICELLO, SAN JUAN COUNTY, AT THE NORTH END OF A LONG TANGENT, 200
 JM0248'FEET SOUTH OF THE CREST OF A HILL, AND 40 FEET EAST OF THE CENTERLINE
 JM0248'OF THE HIGHWAY.  A UTAH STATE HIGHWAY DEPARTMENT STANDARD CAP,
 JM0248'FASTENED ON THE TOP OF A 1-1/2 INCH IRON PIPE PAINTED WHITE AND
 JM0248'PROJECTING 1 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0093 ***********************************************************************
 KN0093  DESIGNATION -  5827
 KN0093  PID         -  KN0093
 KN0093  STATE/COUNTY-  UT/CARBON
 KN0093  COUNTRY     -  US
 KN0093  USGS QUAD   -  HELPER (2017)
 KN0093
 KN0093                         *CURRENT SURVEY CONTROL
 KN0093  ______________________________________________________________________
 KN0093* NAD 83(1986) POSITION- 39 41 01.     (N) 110 51 12.     (W)   SCALED
 KN0093* NAVD 88 ORTHO HEIGHT -  1777.912 (meters)     5833.03  (feet) ADJUSTED
 KN0093  ______________________________________________________________________
 KN0093  GEOID HEIGHT    -        -16.380 (meters)                     GEOID18
 KN0093  DYNAMIC HEIGHT  -       1776.177 (meters)     5827.34  (feet) COMP
 KN0093  MODELED GRAVITY -    979,587.7   (mgal)                       NAVD 88
 KN0093
 KN0093  VERT ORDER      -  FIRST     CLASS II
 KN0093
 KN0093.The horizontal coordinates were scaled from a map and have
 KN0093.an estimated accuracy of +/- 6 seconds.
 KN0093
 KN0093.The orthometric height was determined by differential leveling and
 KN0093.adjusted by the NATIONAL GEODETIC SURVEY
 KN0093.in June 1991.
 KN0093
 KN0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0093.GEOID18 height accuracy estimate available here.
 KN0093
 KN0093.Click photographs - Photos may exist for this station.
 KN0093
 KN0093.The dynamic height is computed by dividing the NAVD 88
 KN0093.geopotential number by the normal gravity value computed on the
 KN0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0093.degrees latitude (g = 980.6199 gals.).
 KN0093
 KN0093.The modeled gravity was interpolated from observed gravity values.
 KN0093
 KN0093;                    North         East    Units  Estimated Accuracy
 KN0093;SPC UT C     - 2,150,110.      555,470.      MT  (+/- 180 meters Scaled)
 KN0093
 KN0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ125926(NAD 83)
 KN0093
 KN0093                          SUPERSEDED SURVEY CONTROL
 KN0093
 KN0093  NGVD 29 (??/??/92) 1776.831  (m)         5829.49   (f) ADJ UNCH    1 2
 KN0093
 KN0093.Superseded values are not recommended for survey control.
 KN0093
 KN0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0093.See file dsdata.pdf to determine how the superseded data were derived.
 KN0093
 KN0093_MARKER: DB = BENCH MARK DISK
 KN0093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0093_SP_SET: BUILDING
 KN0093_STAMPING: 5827-34 1910
 KN0093_MARK LOGO: USGS
 KN0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0093
 KN0093  HISTORY     - Date     Condition        Report By
 KN0093  HISTORY     - 1910     MONUMENTED       USGS
 KN0093  HISTORY     - 1934     GOOD             CGS
 KN0093  HISTORY     - 20101223 MARK NOT FOUND   INDIV
 KN0093
 KN0093                          STATION DESCRIPTION
 KN0093
 KN0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0093'IN HELPER.
 KN0093'AT HELPER, CARBON COUNTY, IN THE EAST CONCRETE WALL OF THE RAILROAD
 KN0093'Y.M.C.A. BUILDING, 15 FEET SOUTH OF THE MAIN ENTRANCE, AND ABOUT 2
 KN0093'FEET ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 KN0093'DISK, STAMPED 5827 1910 34 AND SET VERTICALLY.
 KN0093
 KN0093                          STATION RECOVERY (2010)
 KN0093
 KN0093'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BG)
 KN0093'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0140 ***********************************************************************
 KO0140  DESIGNATION -  5836
 KO0140  PID         -  KO0140
 KO0140  STATE/COUNTY-  UT/MILLARD
 KO0140  COUNTRY     -  US
 KO0140  USGS QUAD   -  SCIPIO SOUTH (2017)
 KO0140
 KO0140                         *CURRENT SURVEY CONTROL
 KO0140  ______________________________________________________________________
 KO0140* NAD 83(1986) POSITION- 39 09 03.     (N) 112 03 52.     (W)   SCALED
 KO0140* NAVD 88 ORTHO HEIGHT -  1779.668 (meters)     5838.79  (feet) ADJUSTED
 KO0140  ______________________________________________________________________
 KO0140  GEOID HEIGHT    -        -18.205 (meters)                     GEOID18
 KO0140  DYNAMIC HEIGHT  -       1777.861 (meters)     5832.87  (feet) COMP
 KO0140  MODELED GRAVITY -    979,548.6   (mgal)                       NAVD 88
 KO0140
 KO0140  VERT ORDER      -  SECOND    CLASS 0
 KO0140
 KO0140.The horizontal coordinates were scaled from a map and have
 KO0140.an estimated accuracy of +/- 6 seconds.
 KO0140
 KO0140.The orthometric height was determined by differential leveling and
 KO0140.adjusted by the NATIONAL GEODETIC SURVEY
 KO0140.in June 1991.
 KO0140
 KO0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0140.GEOID18 height accuracy estimate available here.
 KO0140
 KO0140.Click photographs - Photos may exist for this station.
 KO0140
 KO0140.The dynamic height is computed by dividing the NAVD 88
 KO0140.geopotential number by the normal gravity value computed on the
 KO0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0140.degrees latitude (g = 980.6199 gals.).
 KO0140
 KO0140.The modeled gravity was interpolated from observed gravity values.
 KO0140
 KO0140;                    North         East    Units  Estimated Accuracy
 KO0140;SPC UT C     - 2,090,910.      451,210.      MT  (+/- 180 meters Scaled)
 KO0140
 KO0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ080340(NAD 83)
 KO0140
 KO0140                          SUPERSEDED SURVEY CONTROL
 KO0140
 KO0140  NGVD 29 (??/??/92) 1778.477  (m)         5834.89   (f) ADJ UNCH    2 0
 KO0140
 KO0140.Superseded values are not recommended for survey control.
 KO0140
 KO0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0140.See file dsdata.pdf to determine how the superseded data were derived.
 KO0140
 KO0140_MARKER: Q = CHISELED SQUARE
 KO0140_SETTING: 80 = SET IN A BOULDER
 KO0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0140+STABILITY: SURFACE MOTION
 KO0140
 KO0140  HISTORY     - Date     Condition        Report By
 KO0140  HISTORY     - UNK      MONUMENTED       USGS
 KO0140  HISTORY     - 1934     GOOD             CGS
 KO0140
 KO0140                          STATION DESCRIPTION
 KO0140
 KO0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0140'7.5 MI SE FROM SCIPIO.
 KO0140'ABOUT 7.5 MILES SOUTHEAST ALONG STATE HIGHWAY 63 FROM THE SCHOOLHOUSE
 KO0140'AT SCIPIO, MILLARD COUNTY, ON THE EAST SIDE OF A SHARP CURVE, AT THE
 KO0140'POINT OF A HILL, AT THE NORTH SIDE OF A DITCH, AND ON THE TOP OF A
 KO0140'BOULDER.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0424 ***********************************************************************
 LO0424  DESIGNATION -  5838.6
 LO0424  PID         -  LO0424
 LO0424  STATE/COUNTY-  UT/WASATCH
 LO0424  COUNTRY     -  US
 LO0424  USGS QUAD   -  CHARLESTON (2017)
 LO0424
 LO0424                         *CURRENT SURVEY CONTROL
 LO0424  ______________________________________________________________________
 LO0424* NAD 83(1986) POSITION- 40 28 06.     (N) 111 23 19.     (W)   SCALED
 LO0424* NAVD 88 ORTHO HEIGHT -  1780.830 (meters)     5842.61  (feet) ADJUSTED
 LO0424  ______________________________________________________________________
 LO0424  GEOID HEIGHT    -        -15.652 (meters)                     GEOID18
 LO0424  DYNAMIC HEIGHT  -       1779.180 (meters)     5837.19  (feet) COMP
 LO0424  MODELED GRAVITY -    979,636.0   (mgal)                       NAVD 88
 LO0424
 LO0424  VERT ORDER      -  SECOND    CLASS 0
 LO0424
 LO0424.The horizontal coordinates were scaled from a map and have
 LO0424.an estimated accuracy of +/- 6 seconds.
 LO0424
 LO0424.The orthometric height was determined by differential leveling and
 LO0424.adjusted by the NATIONAL GEODETIC SURVEY
 LO0424.in June 1991.
 LO0424
 LO0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0424.GEOID18 height accuracy estimate available here.
 LO0424
 LO0424.Click photographs - Photos may exist for this station.
 LO0424
 LO0424.The dynamic height is computed by dividing the NAVD 88
 LO0424.geopotential number by the normal gravity value computed on the
 LO0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0424.degrees latitude (g = 980.6199 gals.).
 LO0424
 LO0424.The modeled gravity was interpolated from observed gravity values.
 LO0424
 LO0424;                    North         East    Units  Estimated Accuracy
 LO0424;SPC UT C     - 2,237,040.      509,450.      MT  (+/- 180 meters Scaled)
 LO0424
 LO0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK670798(NAD 83)
 LO0424
 LO0424                          SUPERSEDED SURVEY CONTROL
 LO0424
 LO0424  NGVD 29 (??/??/92) 1779.632  (m)         5838.68   (f) ADJ UNCH    2 0
 LO0424
 LO0424.Superseded values are not recommended for survey control.
 LO0424
 LO0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0424.See file dsdata.pdf to determine how the superseded data were derived.
 LO0424
 LO0424_MARKER: DD = SURVEY DISK
 LO0424_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0424_SP_SET: CULVERT HEADWALL
 LO0424_STAMPING: 5838.6
 LO0424_MARK LOGO: BPR
 LO0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0424+STABILITY: SURFACE MOTION
 LO0424
 LO0424  HISTORY     - Date     Condition        Report By
 LO0424  HISTORY     - UNK      MONUMENTED       BPR
 LO0424  HISTORY     - 1934     GOOD             CGS
 LO0424  HISTORY     - 1964     MARK NOT FOUND   CGS
 LO0424
 LO0424                          STATION DESCRIPTION
 LO0424
 LO0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0424'3.2 MI SE FROM HEBER.
 LO0424'3.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0424'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0424'SOUTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0424'STAMPED 5838.6.
 LO0424
 LO0424                          STATION RECOVERY (1964)
 LO0424
 LO0424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LO0424'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0166 ***********************************************************************
 HO0166  DESIGNATION -  5858.56
 HO0166  PID         -  HO0166
 HO0166  STATE/COUNTY-  UT/KANE
 HO0166  COUNTRY     -  US
 HO0166  USGS QUAD   -  GLENDALE (2017)
 HO0166
 HO0166                         *CURRENT SURVEY CONTROL
 HO0166  ______________________________________________________________________
 HO0166* NAD 83(1986) POSITION- 37 19 20.     (N) 112 35 53.     (W)   SCALED
 HO0166* NAVD 88 ORTHO HEIGHT -  1775.15  (+/-2cm)     5824.0   (feet) VERTCON3
 HO0166  ______________________________________________________________________
 HO0166  GEOID HEIGHT    -        -21.450 (meters)                     GEOID18
 HO0166  VERT ORDER      -  ? (See Below)
 HO0166
 HO0166.The horizontal coordinates were scaled from a map and have
 HO0166.an estimated accuracy of +/- 6 seconds.
 HO0166
 HO0166.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0166
 HO0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0166.GEOID18 height accuracy estimate available here.
 HO0166
 HO0166.The vertical order pertains to the NGVD 29 superseded value.
 HO0166
 HO0166.Click photographs - Photos may exist for this station.
 HO0166
 HO0166;                    North         East    Units  Estimated Accuracy
 HO0166;SPC UT S     - 3,073,330.      402,680.      MT  (+/- 180 meters Scaled)
 HO0166
 HO0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG584318(NAD 83)
 HO0166
 HO0166                          SUPERSEDED SURVEY CONTROL
 HO0166
 HO0166  NGVD 29 (??/??/92) 1774.009  (m)         5820.23   (f) ADJ UNCH       
 HO0166
 HO0166.Superseded values are not recommended for survey control.
 HO0166
 HO0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0166.See file dsdata.pdf to determine how the superseded data were derived.
 HO0166
 HO0166_MARKER: DD = SURVEY DISK
 HO0166_SETTING: 66 = SET IN ROCK OUTCROP
 HO0166_STAMPING: 5858.56
 HO0166_MARK LOGO: BPR
 HO0166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0166+STABILITY: POSITION/ELEVATION WELL
 HO0166
 HO0166  HISTORY     - Date     Condition        Report By
 HO0166  HISTORY     - UNK      MONUMENTED       BPR
 HO0166  HISTORY     - 1931     GOOD             CGS
 HO0166
 HO0166                          STATION DESCRIPTION
 HO0166
 HO0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 HO0166'IN GLENDALE.
 HO0166'AT GLENDALE, KANE COUNTY, ON U.S. HIGHWAY 89, AND ABOUT 135 FEET SOUTH
 HO0166'OF BENCH MARK H 14 (U.S.G.S.), DESCRIBED ABOVE.  A UNITED STATES
 HO0166'BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 5858.56 AND SET IN A
 HO0166'STONE ABOUT FLUSH WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0245 ***********************************************************************
 LO0245  DESIGNATION -  5860
 LO0245  PID         -  LO0245
 LO0245  STATE/COUNTY-  UT/SUMMIT
 LO0245  COUNTRY     -  US
 LO0245  USGS QUAD   -  WANSHIP (2017)
 LO0245
 LO0245                         *CURRENT SURVEY CONTROL
 LO0245  ______________________________________________________________________
 LO0245* NAD 83(1986) POSITION- 40 48 37.     (N) 111 24 26.     (W)   SCALED
 LO0245* NAVD 88 ORTHO HEIGHT -  1788.011 (meters)     5866.17  (feet) ADJUSTED
 LO0245  ______________________________________________________________________
 LO0245  GEOID HEIGHT    -        -15.723 (meters)                     GEOID18
 LO0245  DYNAMIC HEIGHT  -       1786.381 (meters)     5860.82  (feet) COMP
 LO0245  MODELED GRAVITY -    979,649.7   (mgal)                       NAVD 88
 LO0245
 LO0245  VERT ORDER      -  SECOND    CLASS 0
 LO0245
 LO0245.The horizontal coordinates were scaled from a map and have
 LO0245.an estimated accuracy of +/- 6 seconds.
 LO0245
 LO0245.The orthometric height was determined by differential leveling and
 LO0245.adjusted by the NATIONAL GEODETIC SURVEY
 LO0245.in June 1991.
 LO0245
 LO0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0245.GEOID18 height accuracy estimate available here.
 LO0245
 LO0245.Click photographs - Photos may exist for this station.
 LO0245
 LO0245.The dynamic height is computed by dividing the NAVD 88
 LO0245.geopotential number by the normal gravity value computed on the
 LO0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0245.degrees latitude (g = 980.6199 gals.).
 LO0245
 LO0245.The modeled gravity was interpolated from observed gravity values.
 LO0245
 LO0245;                    North         East    Units  Estimated Accuracy
 LO0245;SPC UT N     - 1,052,970.      507,830.      MT  (+/- 180 meters Scaled)
 LO0245
 LO0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL656177(NAD 83)
 LO0245
 LO0245                          SUPERSEDED SURVEY CONTROL
 LO0245
 LO0245  NGVD 29 (??/??/92) 1786.774  (m)         5862.11   (f) ADJ UNCH    2 0
 LO0245
 LO0245.Superseded values are not recommended for survey control.
 LO0245
 LO0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0245.See file dsdata.pdf to determine how the superseded data were derived.
 LO0245
 LO0245_MARKER: P = PIPE CAP
 LO0245_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0245_STAMPING: 5860
 LO0245_MARK LOGO: USGS
 LO0245_MAGNETIC: P = MARKER IS A STEEL PIPE
 LO0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0245
 LO0245  HISTORY     - Date     Condition        Report By
 LO0245  HISTORY     - 1900     MONUMENTED       USGS
 LO0245  HISTORY     - 1962     POOR             CGS
 LO0245
 LO0245                          STATION DESCRIPTION
 LO0245
 LO0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0245'IN WANSHIP.
 LO0245'AT WANSHIP, SUMMIT COUNTY, ON THE UNION PACIFIC RAILROAD, IN THE
 LO0245'NORTHWEST CORNER OF THE YARD OF THE LATTER DAY SAINTS CHURCH, SOUTH OF
 LO0245'AN AIRWAY BEACON TOWER, AND 36 FEET SOUTH OF THE CENTERLINE OF THE
 LO0245'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5860
 LO0245'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- THIS MARK
 LO0245'WAS FOUND AT THE DESCRIBED LOCATION BUT IT WAS LEANING AND LOOSE IN
 LO0245'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0273 ***********************************************************************
 JO0273  DESIGNATION -  5873
 JO0273  PID         -  JO0273
 JO0273  STATE/COUNTY-  UT/MILLARD
 JO0273  COUNTRY     -  US
 JO0273  USGS QUAD   -  DOG VALLEY PEAK (2017)
 JO0273
 JO0273                         *CURRENT SURVEY CONTROL
 JO0273  ______________________________________________________________________
 JO0273* NAD 83(1986) POSITION- 38 39 00.     (N) 112 36 01.     (W)   SCALED
 JO0273* NAVD 88 ORTHO HEIGHT -  1791.100 (meters)     5876.30  (feet) ADJUSTED
 JO0273  ______________________________________________________________________
 JO0273  GEOID HEIGHT    -        -19.666 (meters)                     GEOID18
 JO0273  DYNAMIC HEIGHT  -       1789.181 (meters)     5870.00  (feet) COMP
 JO0273  MODELED GRAVITY -    979,493.3   (mgal)                       NAVD 88
 JO0273
 JO0273  VERT ORDER      -  SECOND    CLASS 0
 JO0273
 JO0273.The horizontal coordinates were scaled from a map and have
 JO0273.an estimated accuracy of +/- 6 seconds.
 JO0273
 JO0273.The orthometric height was determined by differential leveling and
 JO0273.adjusted by the NATIONAL GEODETIC SURVEY
 JO0273.in June 1991.
 JO0273
 JO0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0273.GEOID18 height accuracy estimate available here.
 JO0273
 JO0273.Click photographs - Photos may exist for this station.
 JO0273
 JO0273.The dynamic height is computed by dividing the NAVD 88
 JO0273.geopotential number by the normal gravity value computed on the
 JO0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0273.degrees latitude (g = 980.6199 gals.).
 JO0273
 JO0273.The modeled gravity was interpolated from observed gravity values.
 JO0273
 JO0273;                    North         East    Units  Estimated Accuracy
 JO0273;SPC UT C     - 2,035,750.      404,210.      MT  (+/- 180 meters Scaled)
 JO0273
 JO0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH607791(NAD 83)
 JO0273
 JO0273                          SUPERSEDED SURVEY CONTROL
 JO0273
 JO0273  NGVD 29 (??/??/92) 1789.900  (m)         5872.36   (f) ADJ UNCH    2 0
 JO0273
 JO0273.Superseded values are not recommended for survey control.
 JO0273
 JO0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0273.See file dsdata.pdf to determine how the superseded data were derived.
 JO0273
 JO0273_MARKER: Q = CHISELED SQUARE
 JO0273_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0273_SP_SET: CULVERT HEADWALL
 JO0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0273+STABILITY: SURFACE MOTION
 JO0273
 JO0273  HISTORY     - Date     Condition        Report By
 JO0273  HISTORY     - UNK      MONUMENTED       USGS
 JO0273  HISTORY     - 1934     GOOD             CGS
 JO0273
 JO0273                          STATION DESCRIPTION
 JO0273
 JO0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0273'4.4 MI NW FROM COVE FORT.
 JO0273'ABOUT 4.4 MILES NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE MONUMENT AT
 JO0273'COVE FORT, MILLARD COUNTY, AT THE EAST EDGE OF THE HIGHWAY, NEAR THE
 JO0273'BEGINNING OF A LONG GRADE, AT A CONCRETE CULVERT, AND ON THE CENTER OF
 JO0273'THE TOP OF A HEAD WALL.  A CHISELED SQUARE, MARKED U.S.B.M. 5873..
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0423 ***********************************************************************
 LO0423  DESIGNATION -  5895.70
 LO0423  PID         -  LO0423
 LO0423  STATE/COUNTY-  UT/WASATCH
 LO0423  COUNTRY     -  US
 LO0423  USGS QUAD   -  CHARLESTON (2017)
 LO0423
 LO0423                         *CURRENT SURVEY CONTROL
 LO0423  ______________________________________________________________________
 LO0423* NAD 83(1986) POSITION- 40 27 43.     (N) 111 22 53.     (W)   SCALED
 LO0423* NAVD 88 ORTHO HEIGHT -  1798.231 (meters)     5899.70  (feet) ADJUSTED
 LO0423  ______________________________________________________________________
 LO0423  GEOID HEIGHT    -        -15.621 (meters)                     GEOID18
 LO0423  DYNAMIC HEIGHT  -       1796.554 (meters)     5894.19  (feet) COMP
 LO0423  MODELED GRAVITY -    979,629.1   (mgal)                       NAVD 88
 LO0423
 LO0423  VERT ORDER      -  SECOND    CLASS 0
 LO0423
 LO0423.The horizontal coordinates were scaled from a map and have
 LO0423.an estimated accuracy of +/- 6 seconds.
 LO0423
 LO0423.The orthometric height was determined by differential leveling and
 LO0423.adjusted by the NATIONAL GEODETIC SURVEY
 LO0423.in June 1991.
 LO0423
 LO0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0423.GEOID18 height accuracy estimate available here.
 LO0423
 LO0423.Click photographs - Photos may exist for this station.
 LO0423
 LO0423.The dynamic height is computed by dividing the NAVD 88
 LO0423.geopotential number by the normal gravity value computed on the
 LO0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0423.degrees latitude (g = 980.6199 gals.).
 LO0423
 LO0423.The modeled gravity was interpolated from observed gravity values.
 LO0423
 LO0423;                    North         East    Units  Estimated Accuracy
 LO0423;SPC UT C     - 2,236,330.      510,060.      MT  (+/- 180 meters Scaled)
 LO0423
 LO0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK676791(NAD 83)
 LO0423
 LO0423                          SUPERSEDED SURVEY CONTROL
 LO0423
 LO0423  NGVD 29 (??/??/92) 1797.024  (m)         5895.74   (f) ADJ UNCH    2 0
 LO0423
 LO0423.Superseded values are not recommended for survey control.
 LO0423
 LO0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0423.See file dsdata.pdf to determine how the superseded data were derived.
 LO0423
 LO0423_MARKER: DD = SURVEY DISK
 LO0423_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0423_SP_SET: CULVERT HEADWALL
 LO0423_STAMPING: 5895.70
 LO0423_MARK LOGO: BPR
 LO0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0423+STABILITY: SURFACE MOTION
 LO0423
 LO0423  HISTORY     - Date     Condition        Report By
 LO0423  HISTORY     - UNK      MONUMENTED       BPR
 LO0423  HISTORY     - 1934     GOOD             CGS
 LO0423  HISTORY     - 1967     MARK NOT FOUND   CGS
 LO0423
 LO0423                          STATION DESCRIPTION
 LO0423
 LO0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0423'3.7 MI SE FROM HEBER.
 LO0423'3.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0423'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0423'NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0423'STAMPED 5895.70.
 LO0423
 LO0423                          STATION RECOVERY (1967)
 LO0423
 LO0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LO0423'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0413 ***********************************************************************
 KM0413  DESIGNATION -  59 FMK
 KM0413  PID         -  KM0413
 KM0413  STATE/COUNTY-  UT/GRAND
 KM0413  COUNTRY     -  US
 KM0413  USGS QUAD   -  ANTONE CANYON (2017)
 KM0413
 KM0413                         *CURRENT SURVEY CONTROL
 KM0413  ______________________________________________________________________
 KM0413* NAD 83(1986) POSITION- 39 10 38.04   (N) 109 18 58.02   (W)   HD_HELD1
 KM0413* NAVD 88 ORTHO HEIGHT -  1561.633 (meters)     5123.46  (feet) POSTED
 KM0413  ______________________________________________________________________
 KM0413  GEOID HEIGHT    -        -18.320 (meters)                     GEOID18
 KM0413  DYNAMIC HEIGHT  -       1560.10  (meters)     5118.4   (feet) COMP
 KM0413  MODELED GRAVITY -    979,588.5   (mgal)                       NAVD 88
 KM0413
 KM0413  VERT ORDER      -  * POSTED, SEE BELOW
 KM0413
 KM0413.The horizontal coordinates were determined by differentially corrected
 KM0413.hand held GPS observations or other comparable positioning techniques
 KM0413.and have an estimated accuracy of +/- 3 meters.
 KM0413
 KM0413.The orthometric height was determined by differential leveling
 KM0413.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0413
 KM0413.* This is a POSTED BENCH MARK height.
 KM0413
 KM0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0413.GEOID18 height accuracy estimate available here.
 KM0413
 KM0413.Click photographs - Photos may exist for this station.
 KM0413
 KM0413.The dynamic height is computed by dividing the NAVD 88
 KM0413.geopotential number by the normal gravity value computed on the
 KM0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0413.degrees latitude (g = 980.6199 gals.).
 KM0413
 KM0413.The modeled gravity was interpolated from observed gravity values.
 KM0413
 KM0413;                    North         East    Units  Estimated Accuracy
 KM0413;SPC UT C     - 2,095,993.5     688,683.6     MT  (+/- 3 meters HH1 GPS) 
 KM0413
 KM0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ4545037795(NAD 83)
 KM0413
 KM0413                          SUPERSEDED SURVEY CONTROL
 KM0413
 KM0413.No superseded survey control is available for this station.
 KM0413
 KM0413_MARKER: DD = SURVEY DISK
 KM0413_SETTING: 66 = SET IN ROCK OUTCROP
 KM0413_STAMPING: 59 FMK 1969 5120
 KM0413_MARK LOGO: USGS
 KM0413_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KM0413_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0413+STABILITY: POSITION/ELEVATION WELL
 KM0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0413+SATELLITE: SATELLITE OBSERVATIONS - 1969
 KM0413
 KM0413  HISTORY     - Date     Condition        Report By
 KM0413  HISTORY     - 1969     MONUMENTED       USGS
 KM0413
 KM0413                          STATION DESCRIPTION
 KM0413
 KM0413'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0413'FROM MACK, COLORADO, PROCEED 23.7 MILES NORTHWEST ALONG U. S.
 KM0413'HIGHWAYS 6 AND 50, THENCE 9.2 MILES NORTHWEST ALONG COUNTY ROAD TO
 KM0413'RANCH BUILDINGS AND CORRALS, THENCE 3.1 MILES SOUTHWEST ACROSS DRAIN
 KM0413'AND ALONG 4-WHEEL DRIVE TRACK ROAD, 58 FEET SOUTH OF THE CENTERLINE
 KM0413'OF A TRACK ROAD, WITNESS POST SET NEAR BENCH MARK, SET IN ROCK
 KM0413'OUTCROP FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0261 ***********************************************************************
 JO0261  DESIGNATION -  5920.55
 JO0261  PID         -  JO0261
 JO0261  STATE/COUNTY-  UT/MILLARD
 JO0261  COUNTRY     -  US
 JO0261  USGS QUAD   -  COVE FORT (2017)
 JO0261
 JO0261                         *CURRENT SURVEY CONTROL
 JO0261  ______________________________________________________________________
 JO0261* NAD 83(1986) POSITION- 38 35 58.2    (N) 112 34 18.3    (W)   HD_HELD2
 JO0261* NAVD 88 ORTHO HEIGHT -  1851.587 (meters)     6074.75  (feet) ADJUSTED
 JO0261  ______________________________________________________________________
 JO0261  GEOID HEIGHT    -        -19.584 (meters)                     GEOID18
 JO0261  DYNAMIC HEIGHT  -       1849.566 (meters)     6068.12  (feet) COMP
 JO0261  MODELED GRAVITY -    979,470.7   (mgal)                       NAVD 88
 JO0261
 JO0261  VERT ORDER      -  FIRST     CLASS II
 JO0261
 JO0261.The horizontal coordinates were established by autonomous hand held GPS
 JO0261.observations and have an estimated accuracy of +/- 10 meters.
 JO0261
 JO0261.The orthometric height was determined by differential leveling and
 JO0261.adjusted by the NATIONAL GEODETIC SURVEY
 JO0261.in June 1991.
 JO0261
 JO0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0261.GEOID18 height accuracy estimate available here.
 JO0261
 JO0261.Click photographs - Photos may exist for this station.
 JO0261
 JO0261.The dynamic height is computed by dividing the NAVD 88
 JO0261.geopotential number by the normal gravity value computed on the
 JO0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0261.degrees latitude (g = 980.6199 gals.).
 JO0261
 JO0261.The modeled gravity was interpolated from observed gravity values.
 JO0261
 JO0261;                    North         East    Units  Estimated Accuracy
 JO0261;SPC UT C     - 2,030,111.      406,627.      MT  (+/- 10 meters HH2 GPS)
 JO0261
 JO0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH6313173505(NAD 83)
 JO0261
 JO0261                          SUPERSEDED SURVEY CONTROL
 JO0261
 JO0261  NGVD 29 (??/??/92) 1850.361  (m)         6070.73   (f) ADJ UNCH    1 2
 JO0261
 JO0261.Superseded values are not recommended for survey control.
 JO0261
 JO0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0261.See file dsdata.pdf to determine how the superseded data were derived.
 JO0261
 JO0261_MARKER: DD = SURVEY DISK
 JO0261_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0261_SP_SET: CULVERT HEADWALL
 JO0261_STAMPING: 5920.55
 JO0261_MARK LOGO: BPR
 JO0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0261+STABILITY: SURFACE MOTION
 JO0261
 JO0261  HISTORY     - Date     Condition        Report By
 JO0261  HISTORY     - UNK      MONUMENTED       BPR
 JO0261  HISTORY     - 1934     GOOD             CGS
 JO0261  HISTORY     - 20100816 MARK NOT FOUND   GEOCAC
 JO0261
 JO0261                          STATION DESCRIPTION
 JO0261
 JO0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0261'0.5 MI E FROM COVE FORT.
 JO0261'0.5 MILE EAST ALONG STATE HIGHWAY 13 FROM COVE FORT, MILLARD COUNTY,
 JO0261'AT A CONCRETE CULVERT, IN THE TOP OF THE NORTH HEADWALL, AND 27 FEET
 JO0261'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF
 JO0261'PUBLIC ROADS STANDARD DISK, STAMPED 5920.55.
 JO0261
 JO0261                          STATION RECOVERY (2010)
 JO0261
 JO0261'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 JO0261'DID NOT FIND ANY CULVERTS HERE THAT APPEARED TO BE OLD ENOUGH TO HAVE
 JO0261'BEEN IN 1934 REPORT BUT I STILL LOOKED AT THOSE I FOUND NEARBY.
 JO0261'FOUND A CULVERT HEADWALL NEARBY, HOWEVER, NO DISK WAS
 JO0261'FOUND THERE.    ANOTHER DOUBLE CULVERT WAS NEARBY
 JO0261'BUT IF IT HAD A HEADWALL THEN IT WAS BURIED AND INACCESSIBLE.
 JO0261'THIS ONE IS AT BEST LOST AND AT WORST DESTROYED.
 JO0261'WITH CONSTRUCTION OF I-70 HWY 13 DESIGNATION WAS DROPPED AND PARTS OF
 JO0261'OLD ROAD ABANDONED.
 JO0261'OLD RIGHT OF WAY IS MAINTAINED BUT NOT PAVED UP TO PUBLISHED POSITION
 JO0261'OF JO0033 AND AFTER THAT IS ENTANGLED WITH I-70 AND LIKELY NOT
 JO0261'PASSABLE UNTIL NEAR CLEAR CREAK CANYON ROAD IN SEVIER COUNTY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0071 ***********************************************************************
 JO0071  DESIGNATION -  5941
 JO0071  PID         -  JO0071
 JO0071  STATE/COUNTY-  UT/PIUTE
 JO0071  COUNTRY     -  US
 JO0071  USGS QUAD   -  MARYSVALE (2017)
 JO0071
 JO0071                         *CURRENT SURVEY CONTROL
 JO0071  ______________________________________________________________________
 JO0071* NAD 83(1986) POSITION- 38 26 02.     (N) 112 13 41.     (W)   SCALED
 JO0071* NAVD 88 ORTHO HEIGHT -  1811.81  (+/-2cm)     5944.2   (feet) VERTCON3
 JO0071  ______________________________________________________________________
 JO0071  GEOID HEIGHT    -        -19.142 (meters)                     GEOID18
 JO0071  VERT ORDER      -  ? (See Below)
 JO0071
 JO0071.The horizontal coordinates were scaled from a map and have
 JO0071.an estimated accuracy of +/- 6 seconds.
 JO0071
 JO0071.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0071
 JO0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0071.GEOID18 height accuracy estimate available here.
 JO0071
 JO0071.The vertical order pertains to the NGVD 29 superseded value.
 JO0071
 JO0071.Click photographs - Photos may exist for this station.
 JO0071
 JO0071;                    North         East    Units  Estimated Accuracy
 JO0071;SPC UT S     - 3,196,390.      436,430.      MT  (+/- 180 meters Scaled)
 JO0071
 JO0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH928546(NAD 83)
 JO0071
 JO0071                          SUPERSEDED SURVEY CONTROL
 JO0071
 JO0071  NGVD 29 (??/??/92) 1810.534  (m)         5940.06   (f) ADJ UNCH       
 JO0071
 JO0071.Superseded values are not recommended for survey control.
 JO0071
 JO0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0071.See file dsdata.pdf to determine how the superseded data were derived.
 JO0071
 JO0071_MARKER: Q = CHISELED SQUARE
 JO0071_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0071_SP_SET: CULVERT HEADWALL
 JO0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0071+STABILITY: SURFACE MOTION
 JO0071
 JO0071  HISTORY     - Date     Condition        Report By
 JO0071  HISTORY     - UNK      MONUMENTED       USGS
 JO0071  HISTORY     - 1943     GOOD             CGS
 JO0071
 JO0071                          STATION DESCRIPTION
 JO0071
 JO0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JO0071'1.2 MI S FROM MARYSVALE.
 JO0071'ABOUT 1.2 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE DENVER AND RIO
 JO0071'GRANDE WESTERN RAILROAD STATION AT MARYSVALE, PIUTE COUNTY, ABOUT 250
 JO0071'FEET SOUTH OF THE ENTERING MARYSVALE SIGNPOST, AT A CONCRETE CULVERT,
 JO0071'AND ON THE CENTER OF THE TOP OF THE EAST HEAD WALL.  A CHISELED
 JO0071'SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0142 ***********************************************************************
 KO0142  DESIGNATION -  5942
 KO0142  PID         -  KO0142
 KO0142  STATE/COUNTY-  UT/MILLARD
 KO0142  COUNTRY     -  US
 KO0142  USGS QUAD   -  SCIPIO SOUTH (2017)
 KO0142
 KO0142                         *CURRENT SURVEY CONTROL
 KO0142  ______________________________________________________________________
 KO0142* NAD 83(1986) POSITION- 39 08 12.     (N) 112 03 39.     (W)   SCALED
 KO0142* NAVD 88 ORTHO HEIGHT -  1812.027 (meters)     5944.96  (feet) ADJUSTED
 KO0142  ______________________________________________________________________
 KO0142  GEOID HEIGHT    -        -18.212 (meters)                     GEOID18
 KO0142  DYNAMIC HEIGHT  -       1810.179 (meters)     5938.90  (feet) COMP
 KO0142  MODELED GRAVITY -    979,543.2   (mgal)                       NAVD 88
 KO0142
 KO0142  VERT ORDER      -  SECOND    CLASS 0
 KO0142
 KO0142.The horizontal coordinates were scaled from a map and have
 KO0142.an estimated accuracy of +/- 6 seconds.
 KO0142
 KO0142.The orthometric height was determined by differential leveling and
 KO0142.adjusted by the NATIONAL GEODETIC SURVEY
 KO0142.in June 1991.
 KO0142
 KO0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0142.GEOID18 height accuracy estimate available here.
 KO0142
 KO0142.Click photographs - Photos may exist for this station.
 KO0142
 KO0142.The dynamic height is computed by dividing the NAVD 88
 KO0142.geopotential number by the normal gravity value computed on the
 KO0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0142.degrees latitude (g = 980.6199 gals.).
 KO0142
 KO0142.The modeled gravity was interpolated from observed gravity values.
 KO0142
 KO0142;                    North         East    Units  Estimated Accuracy
 KO0142;SPC UT C     - 2,089,340.      451,510.      MT  (+/- 180 meters Scaled)
 KO0142
 KO0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ083324(NAD 83)
 KO0142
 KO0142                          SUPERSEDED SURVEY CONTROL
 KO0142
 KO0142  NGVD 29 (??/??/92) 1810.828  (m)         5941.02   (f) ADJ UNCH    2 0
 KO0142
 KO0142.Superseded values are not recommended for survey control.
 KO0142
 KO0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0142.See file dsdata.pdf to determine how the superseded data were derived.
 KO0142
 KO0142_MARKER: Q = CHISELED SQUARE
 KO0142_SETTING: 80 = SET IN A BOULDER
 KO0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0142+STABILITY: SURFACE MOTION
 KO0142
 KO0142  HISTORY     - Date     Condition        Report By
 KO0142  HISTORY     - UNK      MONUMENTED       USGS
 KO0142  HISTORY     - 1934     GOOD             CGS
 KO0142
 KO0142                          STATION DESCRIPTION
 KO0142
 KO0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0142'8.6 MI SE FROM SCIPIO.
 KO0142'ABOUT 8.6 MILES SOUTHEAST ALONG STATE HIGHWAY 63 FROM THE SCHOOLHOUSE
 KO0142'AT SCIPIO, MILLARD COUNTY, ON THE EAST BANK OF THE HIGHWAY, ON THE TOP
 KO0142'OF A LARGE BOULDER, AND ABOUT 6 FEET HIGHER THAN THE HIGHWAY.  A
 KO0142'CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0268 ***********************************************************************
 JO0268  DESIGNATION -  5943
 JO0268  PID         -  JO0268
 JO0268  STATE/COUNTY-  UT/MILLARD
 JO0268  COUNTRY     -  US
 JO0268  USGS QUAD   -  COVE FORT (2017)
 JO0268
 JO0268                         *CURRENT SURVEY CONTROL
 JO0268  ______________________________________________________________________
 JO0268* NAD 83(1986) POSITION- 38 36 23.     (N) 112 35 15.     (W)   SCALED
 JO0268* NAVD 88 ORTHO HEIGHT -  1812.228 (meters)     5945.62  (feet) ADJUSTED
 JO0268  ______________________________________________________________________
 JO0268  GEOID HEIGHT    -        -19.649 (meters)                     GEOID18
 JO0268  DYNAMIC HEIGHT  -       1810.252 (meters)     5939.14  (feet) COMP
 JO0268  MODELED GRAVITY -    979,474.2   (mgal)                       NAVD 88
 JO0268
 JO0268  VERT ORDER      -  SECOND    CLASS 0
 JO0268
 JO0268.The horizontal coordinates were scaled from a map and have
 JO0268.an estimated accuracy of +/- 6 seconds.
 JO0268
 JO0268.The orthometric height was determined by differential leveling and
 JO0268.adjusted by the NATIONAL GEODETIC SURVEY
 JO0268.in June 1991.
 JO0268
 JO0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0268.GEOID18 height accuracy estimate available here.
 JO0268
 JO0268.Click photographs - Photos may exist for this station.
 JO0268
 JO0268.The dynamic height is computed by dividing the NAVD 88
 JO0268.geopotential number by the normal gravity value computed on the
 JO0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0268.degrees latitude (g = 980.6199 gals.).
 JO0268
 JO0268.The modeled gravity was interpolated from observed gravity values.
 JO0268
 JO0268;                    North         East    Units  Estimated Accuracy
 JO0268;SPC UT C     - 2,030,890.      405,260.      MT  (+/- 180 meters Scaled)
 JO0268
 JO0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH617742(NAD 83)
 JO0268
 JO0268                          SUPERSEDED SURVEY CONTROL
 JO0268
 JO0268  NGVD 29 (??/??/92) 1811.006  (m)         5941.61   (f) ADJ UNCH    2 0
 JO0268
 JO0268.Superseded values are not recommended for survey control.
 JO0268
 JO0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0268.See file dsdata.pdf to determine how the superseded data were derived.
 JO0268
 JO0268_MARKER: Q = CHISELED SQUARE
 JO0268_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0268_SP_SET: CULVERT HEADWALL
 JO0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0268+STABILITY: SURFACE MOTION
 JO0268
 JO0268  HISTORY     - Date     Condition        Report By
 JO0268  HISTORY     - UNK      MONUMENTED       USGS
 JO0268  HISTORY     - 1934     GOOD             CGS
 JO0268
 JO0268                          STATION DESCRIPTION
 JO0268
 JO0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0268'0.7 MI W FROM COVE FORT.
 JO0268'ABOUT 0.7 MILE WEST ALONG U.S. HIGHWAY 91 FROM THE MONUMENT AT COVE
 JO0268'FORT, MILLARD COUNTY, ON THE NORTH EDGE OF THE HIGHWAY, AT A FENCE
 JO0268'CORNER, AT A CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF A HEAD
 JO0268'WALL.  A CHISELED SQUARE, MARKED U.S.B.M. 5943.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0422 ***********************************************************************
 LO0422  DESIGNATION -  5948.6
 LO0422  PID         -  LO0422
 LO0422  STATE/COUNTY-  UT/WASATCH
 LO0422  COUNTRY     -  US
 LO0422  USGS QUAD   -  CHARLESTON (2017)
 LO0422
 LO0422                         *CURRENT SURVEY CONTROL
 LO0422  ______________________________________________________________________
 LO0422* NAD 83(1986) POSITION- 40 27 22.     (N) 111 22 32.     (W)   SCALED
 LO0422* NAVD 88 ORTHO HEIGHT -  1814.479 (meters)     5953.00  (feet) ADJUSTED
 LO0422  ______________________________________________________________________
 LO0422  GEOID HEIGHT    -        -15.596 (meters)                     GEOID18
 LO0422  DYNAMIC HEIGHT  -       1812.781 (meters)     5947.43  (feet) COMP
 LO0422  MODELED GRAVITY -    979,625.1   (mgal)                       NAVD 88
 LO0422
 LO0422  VERT ORDER      -  SECOND    CLASS 0
 LO0422
 LO0422.The horizontal coordinates were scaled from a map and have
 LO0422.an estimated accuracy of +/- 6 seconds.
 LO0422
 LO0422.The orthometric height was determined by differential leveling and
 LO0422.adjusted by the NATIONAL GEODETIC SURVEY
 LO0422.in June 1991.
 LO0422
 LO0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0422.GEOID18 height accuracy estimate available here.
 LO0422
 LO0422.Click photographs - Photos may exist for this station.
 LO0422
 LO0422.The dynamic height is computed by dividing the NAVD 88
 LO0422.geopotential number by the normal gravity value computed on the
 LO0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0422.degrees latitude (g = 980.6199 gals.).
 LO0422
 LO0422.The modeled gravity was interpolated from observed gravity values.
 LO0422
 LO0422;                    North         East    Units  Estimated Accuracy
 LO0422;SPC UT C     - 2,235,680.      510,560.      MT  (+/- 180 meters Scaled)
 LO0422
 LO0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK681784(NAD 83)
 LO0422
 LO0422                          SUPERSEDED SURVEY CONTROL
 LO0422
 LO0422  NGVD 29 (??/??/92) 1813.265  (m)         5949.02   (f) ADJ UNCH    2 0
 LO0422
 LO0422.Superseded values are not recommended for survey control.
 LO0422
 LO0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0422.See file dsdata.pdf to determine how the superseded data were derived.
 LO0422
 LO0422_MARKER: DD = SURVEY DISK
 LO0422_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0422_SP_SET: CULVERT HEADWALL
 LO0422_STAMPING: 5948.6
 LO0422_MARK LOGO: BPR
 LO0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0422+STABILITY: SURFACE MOTION
 LO0422
 LO0422  HISTORY     - Date     Condition        Report By
 LO0422  HISTORY     - UNK      MONUMENTED       BPR
 LO0422  HISTORY     - 1934     GOOD             CGS
 LO0422  HISTORY     - 1964     MARK NOT FOUND   CGS
 LO0422
 LO0422                          STATION DESCRIPTION
 LO0422
 LO0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0422'4.3 MI SE FROM HEBER.
 LO0422'4.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0422'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0422'NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0422'STAMPED 5948.6.
 LO0422
 LO0422                          STATION RECOVERY (1964)
 LO0422
 LO0422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LO0422'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0248 ***********************************************************************
 KN0248  DESIGNATION -  5949
 KN0248  PID         -  KN0248
 KN0248  STATE/COUNTY-  UT/EMERY
 KN0248  COUNTRY     -  US
 KN0248  USGS QUAD   -  FERRON (2017)
 KN0248
 KN0248                         *CURRENT SURVEY CONTROL
 KN0248  ______________________________________________________________________
 KN0248* NAD 83(1986) POSITION- 39 05 28.     (N) 111 08 06.     (W)   SCALED
 KN0248* NAVD 88 ORTHO HEIGHT -  1814.860 (meters)     5954.25  (feet) ADJUSTED
 KN0248  ______________________________________________________________________
 KN0248  GEOID HEIGHT    -        -17.404 (meters)                     GEOID18
 KN0248  DYNAMIC HEIGHT  -       1812.987 (meters)     5948.11  (feet) COMP
 KN0248  MODELED GRAVITY -    979,530.9   (mgal)                       NAVD 88
 KN0248
 KN0248  VERT ORDER      -  SECOND    CLASS 0
 KN0248
 KN0248.The horizontal coordinates were scaled from a map and have
 KN0248.an estimated accuracy of +/- 6 seconds.
 KN0248
 KN0248.The orthometric height was determined by differential leveling and
 KN0248.adjusted by the NATIONAL GEODETIC SURVEY
 KN0248.in June 1991.
 KN0248
 KN0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0248.GEOID18 height accuracy estimate available here.
 KN0248
 KN0248.Click photographs - Photos may exist for this station.
 KN0248
 KN0248.The dynamic height is computed by dividing the NAVD 88
 KN0248.geopotential number by the normal gravity value computed on the
 KN0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0248.degrees latitude (g = 980.6199 gals.).
 KN0248
 KN0248.The modeled gravity was interpolated from observed gravity values.
 KN0248
 KN0248;                    North         East    Units  Estimated Accuracy
 KN0248;SPC UT C     - 2,084,190.      531,580.      MT  (+/- 180 meters Scaled)
 KN0248
 KN0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ883268(NAD 83)
 KN0248
 KN0248                          SUPERSEDED SURVEY CONTROL
 KN0248
 KN0248  NGVD 29 (??/??/92) 1813.736  (m)         5950.57   (f) ADJ UNCH    2 0
 KN0248
 KN0248.Superseded values are not recommended for survey control.
 KN0248
 KN0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0248.See file dsdata.pdf to determine how the superseded data were derived.
 KN0248
 KN0248_MARKER: DD = SURVEY DISK
 KN0248_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KN0248_SP_SET: STEP
 KN0248_STAMPING: 5949
 KN0248_MARK LOGO: USGS
 KN0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0248
 KN0248  HISTORY     - Date     Condition        Report By
 KN0248  HISTORY     - UNK      MONUMENTED       USGS
 KN0248  HISTORY     - 1934     GOOD             CGS
 KN0248
 KN0248                          STATION DESCRIPTION
 KN0248
 KN0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0248'IN FERRON.
 KN0248'AT FERRON, EMERY COUNTY, AT THE HIGH SCHOOL NOW USED FOR LOWER GRADES,
 KN0248'AT THE SOUTH ENTRANCE, AND IN THE TOP OF THE EAST END OF THE SECOND
 KN0248'CONCRETE STEP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 KN0248'STAMPED 5949.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0285 ***********************************************************************
 KO0285  DESIGNATION -  5954
 KO0285  PID         -  KO0285
 KO0285  STATE/COUNTY-  UT/JUAB
 KO0285  COUNTRY     -  US
 KO0285  USGS QUAD   -  LADY LAIRD PEAK (2017)
 KO0285
 KO0285                         *CURRENT SURVEY CONTROL
 KO0285  ______________________________________________________________________
 KO0285* NAD 83(1986) POSITION- 39 34 16.     (N) 113 03 54.     (W)   SCALED
 KO0285* NAVD 88 ORTHO HEIGHT -  1816.886 (meters)     5960.90  (feet) ADJUSTED
 KO0285  ______________________________________________________________________
 KO0285  GEOID HEIGHT    -        -19.303 (meters)                     GEOID18
 KO0285  DYNAMIC HEIGHT  -       1815.141 (meters)     5955.18  (feet) COMP
 KO0285  MODELED GRAVITY -    979,601.1   (mgal)                       NAVD 88
 KO0285
 KO0285  VERT ORDER      -  SECOND    CLASS 0
 KO0285
 KO0285.The horizontal coordinates were scaled from a map and have
 KO0285.an estimated accuracy of +/- 6 seconds.
 KO0285
 KO0285.The orthometric height was determined by differential leveling and
 KO0285.adjusted by the NATIONAL GEODETIC SURVEY
 KO0285.in June 1991.
 KO0285
 KO0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0285.GEOID18 height accuracy estimate available here.
 KO0285
 KO0285.Click photographs - Photos may exist for this station.
 KO0285
 KO0285.The dynamic height is computed by dividing the NAVD 88
 KO0285.geopotential number by the normal gravity value computed on the
 KO0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0285.degrees latitude (g = 980.6199 gals.).
 KO0285
 KO0285.The modeled gravity was interpolated from observed gravity values.
 KO0285
 KO0285;                    North         East    Units  Estimated Accuracy
 KO0285;SPC UT C     - 2,138,590.      365,550.      MT  (+/- 180 meters Scaled)
 KO0285
 KO0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ226821(NAD 83)
 KO0285
 KO0285                          SUPERSEDED SURVEY CONTROL
 KO0285
 KO0285  NGVD 29 (??/??/92) 1815.696  (m)         5957.00   (f) ADJ UNCH    2 0
 KO0285
 KO0285.Superseded values are not recommended for survey control.
 KO0285
 KO0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0285.See file dsdata.pdf to determine how the superseded data were derived.
 KO0285
 KO0285_MARKER: DD = SURVEY DISK
 KO0285_SETTING: 66 = SET IN ROCK OUTCROP
 KO0285_STAMPING: 5954 1908
 KO0285_MARK LOGO: USGS
 KO0285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0285+STABILITY: POSITION/ELEVATION WELL
 KO0285
 KO0285  HISTORY     - Date     Condition        Report By
 KO0285  HISTORY     - 1908     MONUMENTED       USGS
 KO0285  HISTORY     - 1934     GOOD             CGS
 KO0285
 KO0285                          STATION DESCRIPTION
 KO0285
 KO0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0285'25.8 MI NW FROM ABRAHAM.
 KO0285'25.8 MILES NORTHWEST ALONG THE HINCKLEY-CALLAO ROAD FROM ABRAHAM. 0.6
 KO0285'MILE WEST OF THE POST OFFICE AT JOY, 325 FEET WEST OF FOUR CORNERS,
 KO0285'100 FEET SOUTH OF THE ROAD ON SUMMIT OF SMALL HILL.  IN THE TOP OF A
 KO0285'PORPHYRY ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0270 ***********************************************************************
 JO0270  DESIGNATION -  5955
 JO0270  PID         -  JO0270
 JO0270  STATE/COUNTY-  UT/MILLARD
 JO0270  COUNTRY     -  US
 JO0270  USGS QUAD   -  COVE FORT (2017)
 JO0270
 JO0270                         *CURRENT SURVEY CONTROL
 JO0270  ______________________________________________________________________
 JO0270* NAD 83(1986) POSITION- 38 36 58.     (N) 112 36 25.     (W)   SCALED
 JO0270* NAVD 88 ORTHO HEIGHT -  1816.054 (meters)     5958.17  (feet) ADJUSTED
 JO0270  ______________________________________________________________________
 JO0270  GEOID HEIGHT    -        -19.711 (meters)                     GEOID18
 JO0270  DYNAMIC HEIGHT  -       1814.078 (meters)     5951.69  (feet) COMP
 JO0270  MODELED GRAVITY -    979,475.8   (mgal)                       NAVD 88
 JO0270
 JO0270  VERT ORDER      -  SECOND    CLASS 0
 JO0270
 JO0270.The horizontal coordinates were scaled from a map and have
 JO0270.an estimated accuracy of +/- 6 seconds.
 JO0270
 JO0270.The orthometric height was determined by differential leveling and
 JO0270.adjusted by the NATIONAL GEODETIC SURVEY
 JO0270.in June 1991.
 JO0270
 JO0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0270.GEOID18 height accuracy estimate available here.
 JO0270
 JO0270.Click photographs - Photos may exist for this station.
 JO0270
 JO0270.The dynamic height is computed by dividing the NAVD 88
 JO0270.geopotential number by the normal gravity value computed on the
 JO0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0270.degrees latitude (g = 980.6199 gals.).
 JO0270
 JO0270.The modeled gravity was interpolated from observed gravity values.
 JO0270
 JO0270;                    North         East    Units  Estimated Accuracy
 JO0270;SPC UT C     - 2,031,990.      403,580.      MT  (+/- 180 meters Scaled)
 JO0270
 JO0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH600754(NAD 83)
 JO0270
 JO0270                          SUPERSEDED SURVEY CONTROL
 JO0270
 JO0270  NGVD 29 (??/??/92) 1814.833  (m)         5954.16   (f) ADJ UNCH    2 0
 JO0270
 JO0270.Superseded values are not recommended for survey control.
 JO0270
 JO0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0270.See file dsdata.pdf to determine how the superseded data were derived.
 JO0270
 JO0270_MARKER: Q = CHISELED SQUARE
 JO0270_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0270_SP_SET: CULVERT HEADWALL
 JO0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0270+STABILITY: SURFACE MOTION
 JO0270
 JO0270  HISTORY     - Date     Condition        Report By
 JO0270  HISTORY     - UNK      MONUMENTED       USGS
 JO0270  HISTORY     - 1934     GOOD             CGS
 JO0270
 JO0270                          STATION DESCRIPTION
 JO0270
 JO0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0270'1.8 MI NW FROM COVE FORT.
 JO0270'ABOUT 1.8 MILES NORTHWEST ALONG U.S.HIGHWAY 91 FROM THE MONUMENT AT
 JO0270'COVE FORT, MILLARD COUNTY, AT THE EAST EDGE OF AN ANGLE IN THE
 JO0270'HIGHWAY, ABOUT 120 FEET SOUTH OF THE JUNCTION WITH A ROAD LEADING WEST
 JO0270'TO MILLARD VALLEY, AT A CONCRETE CULVERT, AND ON THE CENTER OF THE TOP
 JO0270'OF A HEAD WALL.  A CHISELED SQUARE, MARKED U.S.B.M. 5955.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0146 ***********************************************************************
 KO0146  DESIGNATION -  5966
 KO0146  PID         -  KO0146
 KO0146  STATE/COUNTY-  UT/MILLARD
 KO0146  COUNTRY     -  US
 KO0146  USGS QUAD   -  SCIPIO LAKE (2017)
 KO0146
 KO0146                         *CURRENT SURVEY CONTROL
 KO0146  ______________________________________________________________________
 KO0146* NAD 83(1986) POSITION- 39 05 24.     (N) 112 02 32.     (W)   SCALED
 KO0146* NAVD 88 ORTHO HEIGHT -  1819.298 (meters)     5968.81  (feet) ADJUSTED
 KO0146  ______________________________________________________________________
 KO0146  GEOID HEIGHT    -        -18.222 (meters)                     GEOID18
 KO0146  DYNAMIC HEIGHT  -       1817.415 (meters)     5962.64  (feet) COMP
 KO0146  MODELED GRAVITY -    979,527.5   (mgal)                       NAVD 88
 KO0146
 KO0146  VERT ORDER      -  SECOND    CLASS 0
 KO0146
 KO0146.The horizontal coordinates were scaled from a map and have
 KO0146.an estimated accuracy of +/- 6 seconds.
 KO0146
 KO0146.The orthometric height was determined by differential leveling and
 KO0146.adjusted by the NATIONAL GEODETIC SURVEY
 KO0146.in June 1991.
 KO0146
 KO0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0146.GEOID18 height accuracy estimate available here.
 KO0146
 KO0146.Click photographs - Photos may exist for this station.
 KO0146
 KO0146.The dynamic height is computed by dividing the NAVD 88
 KO0146.geopotential number by the normal gravity value computed on the
 KO0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0146.degrees latitude (g = 980.6199 gals.).
 KO0146
 KO0146.The modeled gravity was interpolated from observed gravity values.
 KO0146
 KO0146;                    North         East    Units  Estimated Accuracy
 KO0146;SPC UT C     - 2,084,150.      453,090.      MT  (+/- 180 meters Scaled)
 KO0146
 KO0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ098272(NAD 83)
 KO0146
 KO0146                          SUPERSEDED SURVEY CONTROL
 KO0146
 KO0146  NGVD 29 (??/??/92) 1818.087  (m)         5964.84   (f) ADJ UNCH    2 0
 KO0146
 KO0146.Superseded values are not recommended for survey control.
 KO0146
 KO0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0146.See file dsdata.pdf to determine how the superseded data were derived.
 KO0146
 KO0146_MARKER: Q = CHISELED SQUARE
 KO0146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KO0146_SP_SET: DRAIN PIPE
 KO0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0146
 KO0146  HISTORY     - Date     Condition        Report By
 KO0146  HISTORY     - UNK      MONUMENTED       USGS
 KO0146  HISTORY     - 1934     GOOD             CGS
 KO0146
 KO0146                          STATION DESCRIPTION
 KO0146
 KO0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0146'12.0 MI SE FROM SCIPIO.
 KO0146'ABOUT 12.0 MILES SOUTHEAST ALONG STATE HIGHWAY 63 FROM THE SCHOOLHOUSE
 KO0146'AT SCIPIO, MILLARD COUNTY, AT THE POINT OF A HILL, AT THE SOUTH EDGE
 KO0146'OF THE HIGHWAY, AND ON THE TOP OF A DRAIN PIPE.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0145 ***********************************************************************
 KO0145  DESIGNATION -  5967
 KO0145  PID         -  KO0145
 KO0145  STATE/COUNTY-  UT/MILLARD
 KO0145  COUNTRY     -  US
 KO0145  USGS QUAD   -  SCIPIO LAKE (2017)
 KO0145
 KO0145                         *CURRENT SURVEY CONTROL
 KO0145  ______________________________________________________________________
 KO0145* NAD 83(1986) POSITION- 39 06 07.     (N) 112 02 28.     (W)   SCALED
 KO0145* NAVD 88 ORTHO HEIGHT -  1819.545 (meters)     5969.62  (feet) ADJUSTED
 KO0145  ______________________________________________________________________
 KO0145  GEOID HEIGHT    -        -18.221 (meters)                     GEOID18
 KO0145  DYNAMIC HEIGHT  -       1817.663 (meters)     5963.45  (feet) COMP
 KO0145  MODELED GRAVITY -    979,528.4   (mgal)                       NAVD 88
 KO0145
 KO0145  VERT ORDER      -  SECOND    CLASS 0
 KO0145
 KO0145.The horizontal coordinates were scaled from a map and have
 KO0145.an estimated accuracy of +/- 6 seconds.
 KO0145
 KO0145.The orthometric height was determined by differential leveling and
 KO0145.adjusted by the NATIONAL GEODETIC SURVEY
 KO0145.in June 1991.
 KO0145
 KO0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0145.GEOID18 height accuracy estimate available here.
 KO0145
 KO0145.Click photographs - Photos may exist for this station.
 KO0145
 KO0145.The dynamic height is computed by dividing the NAVD 88
 KO0145.geopotential number by the normal gravity value computed on the
 KO0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0145.degrees latitude (g = 980.6199 gals.).
 KO0145
 KO0145.The modeled gravity was interpolated from observed gravity values.
 KO0145
 KO0145;                    North         East    Units  Estimated Accuracy
 KO0145;SPC UT C     - 2,085,470.      453,190.      MT  (+/- 180 meters Scaled)
 KO0145
 KO0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ099286(NAD 83)
 KO0145
 KO0145                          SUPERSEDED SURVEY CONTROL
 KO0145
 KO0145  NGVD 29 (??/??/92) 1818.331  (m)         5965.64   (f) ADJ UNCH    2 0
 KO0145
 KO0145.Superseded values are not recommended for survey control.
 KO0145
 KO0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0145.See file dsdata.pdf to determine how the superseded data were derived.
 KO0145
 KO0145_MARKER: Q = CHISELED SQUARE
 KO0145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KO0145_SP_SET: DRAIN PIPE
 KO0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0145
 KO0145  HISTORY     - Date     Condition        Report By
 KO0145  HISTORY     - UNK      MONUMENTED       USGS
 KO0145  HISTORY     - 1934     GOOD             CGS
 KO0145
 KO0145                          STATION DESCRIPTION
 KO0145
 KO0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0145'11.2 MI SE FROM SCIPIO.
 KO0145'ABOUT 11.2 MILES SOUTHEAST ALONG STATE HIGHWAY 63 FROM THE SCHOOLHOUSE
 KO0145'AT SCIPIO, MILLARD COUNTY, ABOUT 230 FEET NORTH OF A DIM CROSS ROAD,
 KO0145'AT THE WEST EDGE OF THE HIGHWAY, AND ON THE TOP OF A DRAIN PIPE. A
 KO0145'CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0144 ***********************************************************************
 KO0144  DESIGNATION -  5969
 KO0144  PID         -  KO0144
 KO0144  STATE/COUNTY-  UT/MILLARD
 KO0144  COUNTRY     -  US
 KO0144  USGS QUAD   -  SCIPIO LAKE (2017)
 KO0144
 KO0144                         *CURRENT SURVEY CONTROL
 KO0144  ______________________________________________________________________
 KO0144* NAD 83(1986) POSITION- 39 06 46.     (N) 112 02 47.     (W)   SCALED
 KO0144* NAVD 88 ORTHO HEIGHT -  1820.064 (meters)     5971.33  (feet) ADJUSTED
 KO0144  ______________________________________________________________________
 KO0144  GEOID HEIGHT    -        -18.219 (meters)                     GEOID18
 KO0144  DYNAMIC HEIGHT  -       1818.191 (meters)     5965.18  (feet) COMP
 KO0144  MODELED GRAVITY -    979,533.9   (mgal)                       NAVD 88
 KO0144
 KO0144  VERT ORDER      -  SECOND    CLASS 0
 KO0144
 KO0144.The horizontal coordinates were scaled from a map and have
 KO0144.an estimated accuracy of +/- 6 seconds.
 KO0144
 KO0144.The orthometric height was determined by differential leveling and
 KO0144.adjusted by the NATIONAL GEODETIC SURVEY
 KO0144.in June 1991.
 KO0144
 KO0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0144.GEOID18 height accuracy estimate available here.
 KO0144
 KO0144.Click photographs - Photos may exist for this station.
 KO0144
 KO0144.The dynamic height is computed by dividing the NAVD 88
 KO0144.geopotential number by the normal gravity value computed on the
 KO0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0144.degrees latitude (g = 980.6199 gals.).
 KO0144
 KO0144.The modeled gravity was interpolated from observed gravity values.
 KO0144
 KO0144;                    North         East    Units  Estimated Accuracy
 KO0144;SPC UT C     - 2,086,680.      452,750.      MT  (+/- 180 meters Scaled)
 KO0144
 KO0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ095298(NAD 83)
 KO0144
 KO0144                          SUPERSEDED SURVEY CONTROL
 KO0144
 KO0144  NGVD 29 (??/??/92) 1818.856  (m)         5967.36   (f) ADJ UNCH    2 0
 KO0144
 KO0144.Superseded values are not recommended for survey control.
 KO0144
 KO0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0144.See file dsdata.pdf to determine how the superseded data were derived.
 KO0144
 KO0144_MARKER: Q = CHISELED SQUARE
 KO0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KO0144_SP_SET: DRAIN PIPE
 KO0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0144
 KO0144  HISTORY     - Date     Condition        Report By
 KO0144  HISTORY     - UNK      MONUMENTED       USGS
 KO0144  HISTORY     - 1934     GOOD             CGS
 KO0144
 KO0144                          STATION DESCRIPTION
 KO0144
 KO0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0144'10.4 MI SE FROM SCIPIO.
 KO0144'ABOUT 10.4 MILES SOUTHEAST ALONG STATE HIGHWAY 63 FROM THE SCHOOLHOUSE
 KO0144'AT SCIPIO, MILLARD COUNTY, ABOUT 125 FEET NORTH OF A MOUND, AT THE
 KO0144'WEST EDGE OF THE HIGHWAY, AND ON THE TOP OF A DRAIN PIPE. A CHISELED
 KO0144'SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DO6500 ***********************************************************************
 DO6500  DESIGNATION -  5982.3 US
 DO6500  PID         -  DO6500
 DO6500  STATE/COUNTY-  UT/KANE
 DO6500  COUNTRY     -  US
 DO6500  USGS QUAD   -  WHITE TOWER (2017)
 DO6500
 DO6500                         *CURRENT SURVEY CONTROL
 DO6500  ______________________________________________________________________
 DO6500* NAD 83(1986) POSITION- 37 10 23.2    (N) 112 36 28.4    (W)   HD_HELD2
 DO6500* NAVD 88 ORTHO HEIGHT -  1824.454 (meters)     5985.73  (feet) ADJUSTED
 DO6500  ______________________________________________________________________
 DO6500  GEOID HEIGHT    -        -21.820 (meters)                     GEOID18
 DO6500  DYNAMIC HEIGHT  -       1822.261 (meters)     5978.53  (feet) COMP
 DO6500  MODELED GRAVITY -    979,363.4   (mgal)                       NAVD 88
 DO6500
 DO6500  VERT ORDER      -  SECOND    CLASS II
 DO6500
 DO6500.The horizontal coordinates were established by autonomous hand held GPS
 DO6500.observations and have an estimated accuracy of +/- 10 meters.
 DO6500
 DO6500.The orthometric height was determined by differential leveling and
 DO6500.adjusted by the NATIONAL GEODETIC SURVEY
 DO6500.in April 2014.
 DO6500
 DO6500.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6500.GEOID18 height accuracy estimate available here.
 DO6500
 DO6500.Click photographs - Photos may exist for this station.
 DO6500
 DO6500.The dynamic height is computed by dividing the NAVD 88
 DO6500.geopotential number by the normal gravity value computed on the
 DO6500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6500.degrees latitude (g = 980.6199 gals.).
 DO6500
 DO6500.The modeled gravity was interpolated from observed gravity values.
 DO6500
 DO6500;                    North         East    Units  Estimated Accuracy
 DO6500;SPC UT S     - 3,056,790.      401,611.      MT  (+/- 10 meters HH2 GPS)
 DO6500
 DO6500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG5725615286(NAD 83)
 DO6500
 DO6500                          SUPERSEDED SURVEY CONTROL
 DO6500
 DO6500.No superseded survey control is available for this station.
 DO6500
 DO6500_MARKER: Q = CHISELED SQUARE
 DO6500_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO6500_SP_SET: CULVERT HEADWALL
 DO6500_MARK LOGO: NONE
 DO6500_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO6500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO6500+STABILITY: SURFACE MOTION
 DO6500
 DO6500  HISTORY     - Date     Condition        Report By
 DO6500  HISTORY     - 19340130 MONUMENTED       USGS
 DO6500  HISTORY     - 19340202 GOOD             USGS
 DO6500
 DO6500                          STATION DESCRIPTION
 DO6500
 DO6500'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (EEH)
 DO6500'TO REACH FROM THE KANAB COURTHOUSE TRAVEL 10.7 MI (17.2 KM) NORTHWEST
 DO6500'ALONG US HIGHWAY 89.
 DO6500'
 DO6500'THE MARK IS LOCATED ON THE SOUTHWEST EDGE OF THE HIGHWAY, JUST
 DO6500'SOUTHWEST OF A SPRING.
 DO6500'
 DO6500'THE MARK IS A CHISELED SQUARE SET IN THE CENTER A HEADWALL OF A
 DO6500'CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0088 ***********************************************************************
 JO0088  DESIGNATION -  5984
 JO0088  PID         -  JO0088
 JO0088  STATE/COUNTY-  UT/PIUTE
 JO0088  COUNTRY     -  US
 JO0088  USGS QUAD   -  JUNCTION (2017)
 JO0088
 JO0088                         *CURRENT SURVEY CONTROL
 JO0088  ______________________________________________________________________
 JO0088* NAD 83(1986) POSITION- 38 13 36.     (N) 112 13 01.     (W)   SCALED
 JO0088* NAVD 88 ORTHO HEIGHT -  1825.051 (meters)     5987.69  (feet) ADJUSTED
 JO0088  ______________________________________________________________________
 JO0088  GEOID HEIGHT    -        -19.214 (meters)                     GEOID18
 JO0088  DYNAMIC HEIGHT  -       1822.957 (meters)     5980.82  (feet) COMP
 JO0088  MODELED GRAVITY -    979,417.6   (mgal)                       NAVD 88
 JO0088
 JO0088  VERT ORDER      -  SECOND    CLASS 0
 JO0088
 JO0088.The horizontal coordinates were scaled from a map and have
 JO0088.an estimated accuracy of +/- 6 seconds.
 JO0088
 JO0088.The orthometric height was determined by differential leveling and
 JO0088.adjusted by the NATIONAL GEODETIC SURVEY
 JO0088.in June 1991.
 JO0088
 JO0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0088.GEOID18 height accuracy estimate available here.
 JO0088
 JO0088.Click photographs - Photos may exist for this station.
 JO0088
 JO0088.The dynamic height is computed by dividing the NAVD 88
 JO0088.geopotential number by the normal gravity value computed on the
 JO0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0088.degrees latitude (g = 980.6199 gals.).
 JO0088
 JO0088.The modeled gravity was interpolated from observed gravity values.
 JO0088
 JO0088;                    North         East    Units  Estimated Accuracy
 JO0088;SPC UT S     - 3,173,380.      437,230.      MT  (+/- 180 meters Scaled)
 JO0088
 JO0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH934316(NAD 83)
 JO0088
 JO0088                          SUPERSEDED SURVEY CONTROL
 JO0088
 JO0088  NGVD 29 (??/??/92) 1823.824  (m)         5983.66   (f) ADJ UNCH    2 0
 JO0088
 JO0088.Superseded values are not recommended for survey control.
 JO0088
 JO0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0088.See file dsdata.pdf to determine how the superseded data were derived.
 JO0088
 JO0088_MARKER: Q = CHISELED SQUARE
 JO0088_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0088_SP_SET: CULVERT HEADWALL
 JO0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0088+STABILITY: SURFACE MOTION
 JO0088
 JO0088  HISTORY     - Date     Condition        Report By
 JO0088  HISTORY     - UNK      MONUMENTED       USGS
 JO0088  HISTORY     - 1943     GOOD             CGS
 JO0088
 JO0088                          STATION DESCRIPTION
 JO0088
 JO0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JO0088'0.8 MI S FROM JUNCTION.
 JO0088'ABOUT 0.8 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 JO0088'JUNCTION, PIUTE COUNTY, AT THE SOUTHEAST CORNER OF THE JUNCTION WITH
 JO0088'THE ROAD LEADING EAST TO ANTIMONY (STATE HIGHWAY 22), AT A CONCRETE
 JO0088'CULVERT, AND ON THE CENTER OF THE TOP OF THE HEAD WALL.  A CHISELED
 JO0088'SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0254 ***********************************************************************
 MR0254  DESIGNATION -  5988
 MR0254  PID         -  MR0254
 MR0254  STATE/COUNTY-  UT/RICH
 MR0254  COUNTRY     -  US
 MR0254  USGS QUAD   -  LAKETOWN (2017)
 MR0254
 MR0254                         *CURRENT SURVEY CONTROL
 MR0254  ______________________________________________________________________
 MR0254* NAD 83(1986) POSITION- 41 49 32.     (N) 111 19 20.     (W)   SCALED
 MR0254* NAVD 88 ORTHO HEIGHT -  1827.257 (meters)     5994.93  (feet) ADJUSTED
 MR0254  ______________________________________________________________________
 MR0254  GEOID HEIGHT    -        -14.636 (meters)                     GEOID18
 MR0254  DYNAMIC HEIGHT  -       1825.765 (meters)     5990.03  (feet) COMP
 MR0254  MODELED GRAVITY -    979,741.7   (mgal)                       NAVD 88
 MR0254
 MR0254  VERT ORDER      -  SECOND    CLASS 0
 MR0254
 MR0254.The horizontal coordinates were scaled from a map and have
 MR0254.an estimated accuracy of +/- 6 seconds.
 MR0254
 MR0254.The orthometric height was determined by differential leveling and
 MR0254.adjusted by the NATIONAL GEODETIC SURVEY
 MR0254.in June 1991.
 MR0254
 MR0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0254.GEOID18 height accuracy estimate available here.
 MR0254
 MR0254.Click photographs - Photos may exist for this station.
 MR0254
 MR0254.The dynamic height is computed by dividing the NAVD 88
 MR0254.geopotential number by the normal gravity value computed on the
 MR0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0254.degrees latitude (g = 980.6199 gals.).
 MR0254
 MR0254.The modeled gravity was interpolated from observed gravity values.
 MR0254
 MR0254;                    North         East    Units  Estimated Accuracy
 MR0254;SPC UT N     - 1,165,730.      514,770.      MT  (+/- 180 meters Scaled)
 MR0254
 MR0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM732304(NAD 83)
 MR0254
 MR0254                          SUPERSEDED SURVEY CONTROL
 MR0254
 MR0254  NGVD 29 (??/??/92) 1825.975  (m)         5990.72   (f) ADJ UNCH    2 0
 MR0254
 MR0254.Superseded values are not recommended for survey control.
 MR0254
 MR0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0254.See file dsdata.pdf to determine how the superseded data were derived.
 MR0254
 MR0254_MARKER: DD = SURVEY DISK
 MR0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0254_SP_SET: POST OFFICE
 MR0254_STAMPING: 5988 B 1909
 MR0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0254
 MR0254  HISTORY     - Date     Condition        Report By
 MR0254  HISTORY     - 1909     MONUMENTED       USGS
 MR0254  HISTORY     - 1934     GOOD             CGS
 MR0254  HISTORY     - 20200927 MARK NOT FOUND   NGSTM
 MR0254
 MR0254                          STATION DESCRIPTION
 MR0254
 MR0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0254'IN LAKETOWN.
 MR0254'AT LAKETOWN, RICH COUNTY, IN THE FRONT WALL OF THE POST OFFICE, ABOUT
 MR0254'70 FEET SOUTH OF THE STREET IN FRONT OF THE POST OFFICE, 9 FEET EAST
 MR0254'OF THE CENTER LINE OF THE FRONT ENTRANCE, 1 FOOT WEST OF THE NORTHEAST
 MR0254'CORNER OF THE BUILDING, AND ABOUT 3.5 FEET ABOVE GROUND.  A UNITED
 MR0254'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5988 B 1909 AND SET
 MR0254'VERTICALLY.
 MR0254
 MR0254                          STATION RECOVERY (2020)
 MR0254
 MR0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2020 (DW)
 MR0254'POST OFFICE AND WALL ARE GONE.  MARK PROBABLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0130 ***********************************************************************
 JN0130  DESIGNATION -  5999
 JN0130  PID         -  JN0130
 JN0130  STATE/COUNTY-  UT/EMERY
 JN0130  COUNTRY     -  US
 JN0130  USGS QUAD   -  WALKER FLAT (2017)
 JN0130
 JN0130                         *CURRENT SURVEY CONTROL
 JN0130  ______________________________________________________________________
 JN0130* NAD 83(1986) POSITION- 38 48 54.     (N) 111 17 52.     (W)   SCALED
 JN0130* NAVD 88 ORTHO HEIGHT -  1830.214 (meters)     6004.63  (feet) ADJUSTED
 JN0130  ______________________________________________________________________
 JN0130  GEOID HEIGHT    -        -17.928 (meters)                     GEOID18
 JN0130  DYNAMIC HEIGHT  -       1828.243 (meters)     5998.16  (feet) COMP
 JN0130  MODELED GRAVITY -    979,486.6   (mgal)                       NAVD 88
 JN0130
 JN0130  VERT ORDER      -  SECOND    CLASS 0
 JN0130
 JN0130.The horizontal coordinates were scaled from a map and have
 JN0130.an estimated accuracy of +/- 6 seconds.
 JN0130
 JN0130.The orthometric height was determined by differential leveling and
 JN0130.adjusted by the NATIONAL GEODETIC SURVEY
 JN0130.in June 1991.
 JN0130
 JN0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0130.GEOID18 height accuracy estimate available here.
 JN0130
 JN0130.Click photographs - Photos may exist for this station.
 JN0130
 JN0130.The dynamic height is computed by dividing the NAVD 88
 JN0130.geopotential number by the normal gravity value computed on the
 JN0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0130.degrees latitude (g = 980.6199 gals.).
 JN0130
 JN0130.The modeled gravity was interpolated from observed gravity values.
 JN0130
 JN0130;                    North         East    Units  Estimated Accuracy
 JN0130;SPC UT C     - 2,053,500.      517,560.      MT  (+/- 180 meters Scaled)
 JN0130
 JN0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH741962(NAD 83)
 JN0130
 JN0130                          SUPERSEDED SURVEY CONTROL
 JN0130
 JN0130  NGVD 29 (??/??/92) 1829.022  (m)         6000.72   (f) ADJ UNCH    2 0
 JN0130
 JN0130.Superseded values are not recommended for survey control.
 JN0130
 JN0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0130.See file dsdata.pdf to determine how the superseded data were derived.
 JN0130
 JN0130_MARKER: DB = BENCH MARK DISK
 JN0130_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JN0130_SP_SET: WALL
 JN0130_STAMPING: NO. 15 1923
 JN0130_MARK LOGO: USGS
 JN0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0130+STABILITY: SURFACE MOTION
 JN0130
 JN0130  HISTORY     - Date     Condition        Report By
 JN0130  HISTORY     - 1923     MONUMENTED       USGS
 JN0130  HISTORY     - 1934     GOOD             CGS
 JN0130
 JN0130                          STATION DESCRIPTION
 JN0130
 JN0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0130'8.6 MI S FROM EMERY.
 JN0130'ABOUT 8.6 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL AT
 JN0130'EMERY, EMERY COUNTY, AT THE NORTHWEST PART OF THE STONE BRIDGE ACROSS
 JN0130'IVIE CREEK, AND IN THE TOP OF THE ROCK WALL.  A UNITED STATES
 JN0130'GEOLOGICAL SURVEY STANDARD DISK, STAMPED NO. 15 1923.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5575 ***********************************************************************
 DR5575  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5575  DESIGNATION -  6 2 NE 6
 DR5575  PID         -  DR5575
 DR5575  STATE/COUNTY-  UT/WEBER
 DR5575  COUNTRY     -  US
 DR5575  USGS QUAD   -  PLAIN CITY (2017)
 DR5575
 DR5575                         *CURRENT SURVEY CONTROL
 DR5575  ______________________________________________________________________
 DR5575* NAD 83(2011) POSITION- 41 17 33.04448(N) 112 06 10.44146(W)   ADJUSTED
 DR5575* NAD 83(2011) ELLIP HT-  1270.469 (meters)        (07/08/20)   ADJUSTED
 DR5575* NAD 83(2011) EPOCH   -  2010.00
 DR5575* NAVD 88 ORTHO HEIGHT -  1287.36  (meters)     4223.6   (feet) GPS OBS
 DR5575  ______________________________________________________________________
 DR5575  GEOID HEIGHT    -        -16.870 (meters)                     GEOID18
 DR5575  NAD 83(2011) X  - -1,806,165.824 (meters)                     COMP
 DR5575  NAD 83(2011) Y  - -4,447,404.168 (meters)                     COMP
 DR5575  NAD 83(2011) Z  -  4,187,724.171 (meters)                     COMP
 DR5575  LAPLACE CORR    -          1.28  (seconds)                    DEFLEC18
 DR5575
 DR5575  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5575  Standards:
 DR5575         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5575            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5575  -------------------------------------------------------------------
 DR5575  NETWORK    0.70   1.35           0.31   0.26   0.69     -0.03511664
 DR5575  -------------------------------------------------------------------
 DR5575  Click here for local accuracies and other accuracy information.
 DR5575
 DR5575.The horizontal coordinates were established by GPS observations
 DR5575.and adjusted by the National Geodetic Survey in July 2020.
 DR5575
 DR5575.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5575.been affixed to the stable North American tectonic plate. See 
 DR5575.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5575
 DR5575.The horizontal coordinates are valid at the epoch date displayed above
 DR5575.which is a decimal equivalence of Year/Month/Day.
 DR5575
 DR5575.The orthometric height was determined by GPS observations and a
 DR5575.high-resolution geoid model using precise GPS observation and
 DR5575.processing techniques.
 DR5575
 DR5575.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5575.GEOID18 height accuracy estimate available here.
 DR5575
 DR5575.Click photographs - Photos may exist for this station.
 DR5575
 DR5575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5575
 DR5575.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5575
 DR5575.The ellipsoidal height was determined by GPS observations
 DR5575.and is referenced to NAD 83.
 DR5575
 DR5575. The following values were computed from the NAD 83(2011) position.
 DR5575
 DR5575;                    North         East     Units Scale Factor Converg.
 DR5575;SPC UT N     - 1,106,692.021   449,502.353   MT  0.99995711   -0 23 51.1
 DR5575;SPC UT N     - 3,630,872.07  1,474,742.30   sFT  0.99995711   -0 23 51.1
 DR5575;UTM  12      - 4,571,816.087   407,654.925   MT  0.99970495   -0 43 40.3
 DR5575
 DR5575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5575!SPC UT N     -   0.99980076  x   0.99995711  =   0.99975788
 DR5575!UTM  12      -   0.99980076  x   0.99970495  =   0.99950577
 DR5575
 DR5575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0765471816(NAD 83)
 DR5575
 DR5575                          SUPERSEDED SURVEY CONTROL
 DR5575
 DR5575.No superseded survey control is available for this station.
 DR5575
 DR5575_MARKER: DB = BENCH MARK DISK
 DR5575_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DR5575_STAMPING: 6 2 NE 6 1954
 DR5575_MARK LOGO: BOR
 DR5575_PROJECTION: FLUSH
 DR5575_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5575+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2016
 DR5575
 DR5575  HISTORY     - Date     Condition        Report By
 DR5575  HISTORY     - 1954     MONUMENTED       BOR
 DR5575  HISTORY     - 20160616 GOOD             UT-057
 DR5575
 DR5575                          STATION DESCRIPTION
 DR5575
 DR5575'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5575'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTHWEST OF OGDEN, 7.5
 DR5575'MI (12.1 KM) WEST OF NORTH OGDEN AND 1.0 MI (1.6 KM) WEST-SOUTHWEST OF
 DR5575'PLAIN CITY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5575'
 DR5575'TO REACH FROM THE INTERSECTION OF 5100 WEST AND 1500 NORTH PLAIN CITY
 DR5575'PROCEED NORTH 0.5 MI (0.8 KM) TO THE MARK ON THE LEFT.  THE
 DR5575'APPROXIMATE ADDRESS OF THE MARK IS 1888 NORTH 5100 WEST.
 DR5575'
 DR5575'IT IS 50.1 FT (15.3 M) WEST OF THE CENTERLINE OF 5100 WEST STREET,
 DR5575'24.75 FT (7.5 M) WEST OF THE NORTHEAST CORNER OF SECTION 6, 15.4 FT
 DR5575'(4.7 M) NORTH OF A DITCH, 1 FT (0.3 M) EAST OF CARSONITE WITNESS POST
 DR5575'AND SET IN THE TOP OF A 6-IN (15 CM) SQUARE CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5482 ***********************************************************************
 DR5482  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5482  DESIGNATION -  6 2 NE 7
 DR5482  PID         -  DR5482
 DR5482  STATE/COUNTY-  UT/WEBER
 DR5482  COUNTRY     -  US
 DR5482  USGS QUAD   -  PLAIN CITY (2017)
 DR5482
 DR5482                         *CURRENT SURVEY CONTROL
 DR5482  ______________________________________________________________________
 DR5482* NAD 83(2011) POSITION- 41 16 40.72709(N) 112 06 20.80909(W)   ADJUSTED
 DR5482* NAD 83(2011) ELLIP HT-  1270.736 (meters)        (07/08/20)   ADJUSTED
 DR5482* NAD 83(2011) EPOCH   -  2010.00
 DR5482* NAVD 88 ORTHO HEIGHT -  1287.65  (meters)     4224.6   (feet) GPS OBS
 DR5482  ______________________________________________________________________
 DR5482  GEOID HEIGHT    -        -16.900 (meters)                     GEOID18
 DR5482  NAD 83(2011) X  - -1,806,790.269 (meters)                     COMP
 DR5482  NAD 83(2011) Y  - -4,448,300.399 (meters)                     COMP
 DR5482  NAD 83(2011) Z  -  4,186,511.303 (meters)                     COMP
 DR5482  LAPLACE CORR    -          0.39  (seconds)                    DEFLEC18
 DR5482
 DR5482  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5482  Standards:
 DR5482         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5482            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5482  -------------------------------------------------------------------
 DR5482  NETWORK    0.82   1.51           0.37   0.29   0.77     -0.01293907
 DR5482  -------------------------------------------------------------------
 DR5482  Click here for local accuracies and other accuracy information.
 DR5482
 DR5482.The horizontal coordinates were established by GPS observations
 DR5482.and adjusted by the National Geodetic Survey in July 2020.
 DR5482
 DR5482.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5482.been affixed to the stable North American tectonic plate. See 
 DR5482.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5482
 DR5482.The horizontal coordinates are valid at the epoch date displayed above
 DR5482.which is a decimal equivalence of Year/Month/Day.
 DR5482
 DR5482.The orthometric height was determined by GPS observations and a
 DR5482.high-resolution geoid model using precise GPS observation and
 DR5482.processing techniques.
 DR5482
 DR5482.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5482.GEOID18 height accuracy estimate available here.
 DR5482
 DR5482.Click photographs - Photos may exist for this station.
 DR5482
 DR5482.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5482
 DR5482.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5482
 DR5482.The ellipsoidal height was determined by GPS observations
 DR5482.and is referenced to NAD 83.
 DR5482
 DR5482. The following values were computed from the NAD 83(2011) position.
 DR5482
 DR5482;                    North         East     Units Scale Factor Converg.
 DR5482;SPC UT N     - 1,105,079.824   449,249.892   MT  0.99995695   -0 23 57.9
 DR5482;SPC UT N     - 3,625,582.72  1,473,914.02   sFT  0.99995695   -0 23 57.9
 DR5482;UTM  12      - 4,570,205.778   407,393.242   MT  0.99970554   -0 43 46.4
 DR5482
 DR5482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5482!SPC UT N     -   0.99980072  x   0.99995695  =   0.99975768
 DR5482!UTM  12      -   0.99980072  x   0.99970554  =   0.99950632
 DR5482
 DR5482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0739370205(NAD 83)
 DR5482
 DR5482                          SUPERSEDED SURVEY CONTROL
 DR5482
 DR5482.No superseded survey control is available for this station.
 DR5482
 DR5482_MARKER: DB = BENCH MARK DISK
 DR5482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5482_STAMPING: 6 2 NE 7 1954
 DR5482_MARK LOGO: BOR
 DR5482_PROJECTION: PROJECTING 4 CENTIMETERS
 DR5482_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5482+STABILITY: SURFACE MOTION
 DR5482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5482+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2016
 DR5482
 DR5482  HISTORY     - Date     Condition        Report By
 DR5482  HISTORY     - 1954     MONUMENTED       BOR
 DR5482  HISTORY     - 20160609 GOOD             UT-057
 DR5482
 DR5482                          STATION DESCRIPTION
 DR5482
 DR5482'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5482'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-NORTHWEST OF OGDEN,
 DR5482'7.9 MI (12.7 KM) WEST-SOUTHWEST OF NORTH OGDEN AND 1.7 MI (2.8 KM)
 DR5482'SOUTHWEST OF PLAIN CITY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5482'
 DR5482'TO REACH FROM THE INTERSECTION OF 900 NORTH AND 5200 WEST, PLAIN CITY,
 DR5482'UT HEAD NORTH 0.22 MI (0.35 KM) TO THE STATION ON THE RIGHT.
 DR5482'APPROXIMATE ADDRESS OF THE STATION IS 1055 NORTH.
 DR5482'
 DR5482'IT IS 120 FT (36.6 M) EAST OF THE NORTHEAST CORNER OF CINDER BLOCK
 DR5482'SHED, 12.0 FT (3.7 M) EAST OF CORNER OF A FENCE, 1.5 FT (0.5 M) SOUTH
 DR5482'OF CORNER OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5483 ***********************************************************************
 DR5483  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5483  DESIGNATION -  6 2 SE 14
 DR5483  PID         -  DR5483
 DR5483  STATE/COUNTY-  UT/WEBER
 DR5483  COUNTRY     -  US
 DR5483  USGS QUAD   -  PLAIN CITY (2017)
 DR5483
 DR5483                         *CURRENT SURVEY CONTROL
 DR5483  ______________________________________________________________________
 DR5483* NAD 83(2011) POSITION- 41 15 00.41288(N) 112 01 31.58308(W)   ADJUSTED
 DR5483* NAD 83(2011) ELLIP HT-  1279.049 (meters)        (07/08/20)   ADJUSTED
 DR5483* NAD 83(2011) EPOCH   -  2010.00
 DR5483* NAVD 88 ORTHO HEIGHT -  1295.90  (meters)     4251.6   (feet) GPS OBS
 DR5483  ______________________________________________________________________
 DR5483  GEOID HEIGHT    -        -16.829 (meters)                     GEOID18
 DR5483  NAD 83(2011) X  - -1,801,318.974 (meters)                     COMP
 DR5483  NAD 83(2011) Y  - -4,452,727.757 (meters)                     COMP
 DR5483  NAD 83(2011) Z  -  4,184,190.127 (meters)                     COMP
 DR5483  LAPLACE CORR    -          6.94  (seconds)                    DEFLEC18
 DR5483
 DR5483  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5483  Standards:
 DR5483         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5483            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5483  -------------------------------------------------------------------
 DR5483  NETWORK    0.75   1.47           0.33   0.28   0.75     -0.10785518
 DR5483  -------------------------------------------------------------------
 DR5483  Click here for local accuracies and other accuracy information.
 DR5483
 DR5483.The horizontal coordinates were established by GPS observations
 DR5483.and adjusted by the National Geodetic Survey in July 2020.
 DR5483
 DR5483.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5483.been affixed to the stable North American tectonic plate. See 
 DR5483.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5483
 DR5483.The horizontal coordinates are valid at the epoch date displayed above
 DR5483.which is a decimal equivalence of Year/Month/Day.
 DR5483
 DR5483.The orthometric height was determined by GPS observations and a
 DR5483.high-resolution geoid model using precise GPS observation and
 DR5483.processing techniques.
 DR5483
 DR5483.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5483.GEOID18 height accuracy estimate available here.
 DR5483
 DR5483.Click photographs - Photos may exist for this station.
 DR5483
 DR5483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5483
 DR5483.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5483
 DR5483.The ellipsoidal height was determined by GPS observations
 DR5483.and is referenced to NAD 83.
 DR5483
 DR5483. The following values were computed from the NAD 83(2011) position.
 DR5483
 DR5483;                    North         East     Units Scale Factor Converg.
 DR5483;SPC UT N     - 1,101,941.538   455,961.737   MT  0.99995684   -0 20 47.2
 DR5483;SPC UT N     - 3,615,286.53  1,495,934.47   sFT  0.99995684   -0 20 47.2
 DR5483;UTM  12      - 4,567,029.719   414,085.173   MT  0.99969084   -0 40 34.2
 DR5483
 DR5483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5483!SPC UT N     -   0.99979941  x   0.99995684  =   0.99975626
 DR5483!UTM  12      -   0.99979941  x   0.99969084  =   0.99949032
 DR5483
 DR5483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1408567029(NAD 83)
 DR5483
 DR5483                          SUPERSEDED SURVEY CONTROL
 DR5483
 DR5483.No superseded survey control is available for this station.
 DR5483
 DR5483_MARKER: DB = BENCH MARK DISK
 DR5483_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR5483_SP_SET: IN CONCRETE HEADWALL STRUCTURE
 DR5483_STAMPING: 6 2 SE 14 1954
 DR5483_MARK LOGO: BOR
 DR5483_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5483+STABILITY: SURFACE MOTION
 DR5483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5483+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2016
 DR5483
 DR5483  HISTORY     - Date     Condition        Report By
 DR5483  HISTORY     - 1954     MONUMENTED       BOR
 DR5483  HISTORY     - 20160901 GOOD             UT-057
 DR5483
 DR5483                          STATION DESCRIPTION
 DR5483
 DR5483'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5483'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) SOUTHWEST OF NORTH OGDEN,
 DR5483'4.5 MI (7.2 KM) SOUTHEAST OF PLAIN CITY AND 3.3 MI (5.3 KM) NORTHWEST
 DR5483'OF OGDEN.
 DR5483'
 DR5483'TO REACH FROM THE INTERSECTION OF 1900 WEST AND 1200 SOUTH HEAD NORTH
 DR5483'0.35 MI (0.56 KM) TO THE STATION ON THE LEFT.
 DR5483'
 DR5483'IT IS 58.5 FT (17.8 M) WEST OF THE CENTERLINE OF STREET, 2.25 FT (0.7
 DR5483'M) SOUTH OF A FIBERGLASS WITNESS POST AND SET IN THE TOP OF A 6-IN (15
 DR5483'CM) SQUARE CONCRETE POST.  HEADWALL STRUCTURE WAS RELOCATED 1994 PER
 DR5483'LANDOWNER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5484 ***********************************************************************
 DR5484  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5484  DESIGNATION -  6 2 SE 21
 DR5484  PID         -  DR5484
 DR5484  STATE/COUNTY-  UT/WEBER
 DR5484  COUNTRY     -  US
 DR5484  USGS QUAD   -  ROY (2017)
 DR5484
 DR5484                         *CURRENT SURVEY CONTROL
 DR5484  ______________________________________________________________________
 DR5484* NAD 83(2011) POSITION- 41 14 04.21175(N) 112 03 50.71592(W)   ADJUSTED
 DR5484* NAD 83(2011) ELLIP HT-  1275.998 (meters)        (07/08/20)   ADJUSTED
 DR5484* NAD 83(2011) EPOCH   -  2010.00
 DR5484* NAVD 88 ORTHO HEIGHT -  1292.97  (meters)     4242.0   (feet) GPS OBS
 DR5484  ______________________________________________________________________
 DR5484  GEOID HEIGHT    -        -16.955 (meters)                     GEOID18
 DR5484  NAD 83(2011) X  - -1,804,750.665 (meters)                     COMP
 DR5484  NAD 83(2011) Y  - -4,452,569.058 (meters)                     COMP
 DR5484  NAD 83(2011) Z  -  4,182,884.174 (meters)                     COMP
 DR5484  LAPLACE CORR    -          4.12  (seconds)                    DEFLEC18
 DR5484
 DR5484  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5484  Standards:
 DR5484         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5484            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5484  -------------------------------------------------------------------
 DR5484  NETWORK    0.58   1.16           0.26   0.21   0.59      0.05956172
 DR5484  -------------------------------------------------------------------
 DR5484  Click here for local accuracies and other accuracy information.
 DR5484
 DR5484.The horizontal coordinates were established by GPS observations
 DR5484.and adjusted by the National Geodetic Survey in July 2020.
 DR5484
 DR5484.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5484.been affixed to the stable North American tectonic plate. See 
 DR5484.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5484
 DR5484.The horizontal coordinates are valid at the epoch date displayed above
 DR5484.which is a decimal equivalence of Year/Month/Day.
 DR5484
 DR5484.The orthometric height was determined by GPS observations and a
 DR5484.high-resolution geoid model using precise GPS observation and
 DR5484.processing techniques.
 DR5484
 DR5484.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5484.GEOID18 height accuracy estimate available here.
 DR5484
 DR5484.Click photographs - Photos may exist for this station.
 DR5484
 DR5484.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5484
 DR5484.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5484
 DR5484.The ellipsoidal height was determined by GPS observations
 DR5484.and is referenced to NAD 83.
 DR5484
 DR5484. The following values were computed from the NAD 83(2011) position.
 DR5484
 DR5484;                    North         East     Units Scale Factor Converg.
 DR5484;SPC UT N     - 1,100,228.173   452,711.352   MT  0.99995688   -0 22 19.0
 DR5484;SPC UT N     - 3,609,665.26  1,485,270.49   sFT  0.99995688   -0 22 19.0
 DR5484;UTM  12      - 4,565,335.526   410,825.841   MT  0.99969787   -0 42 05.2
 DR5484
 DR5484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5484!SPC UT N     -   0.99979989  x   0.99995688  =   0.99975678
 DR5484!UTM  12      -   0.99979989  x   0.99969787  =   0.99949782
 DR5484
 DR5484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1082565335(NAD 83)
 DR5484
 DR5484                          SUPERSEDED SURVEY CONTROL
 DR5484
 DR5484.No superseded survey control is available for this station.
 DR5484
 DR5484_MARKER: DB = BENCH MARK DISK
 DR5484_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DR5484_STAMPING: 6 2 SE 21 1954
 DR5484_MARK LOGO: BOR
 DR5484_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5484+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2016
 DR5484
 DR5484  HISTORY     - Date     Condition        Report By
 DR5484  HISTORY     - 1954     MONUMENTED       BOR
 DR5484  HISTORY     - 20160422 GOOD             UT-057
 DR5484
 DR5484                          STATION DESCRIPTION
 DR5484
 DR5484'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5484'THE STATION IS LOCATED ABOUT 5.0 MI (8.1 KM) NORTH-NORTHWEST OF ROY
 DR5484'PARK ADDITION SUBDIVISION, 4.8 MI (7.7 KM) WEST OF OGDEN AND 4.5 MI
 DR5484'(7.3 KM) SOUTH-SOUTHEAST OF PLAIN CITY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5484'TO REACH FROM THE INTERSECTION OF 3500 WEST AND 1800 SOUTH STATION IS
 DR5484'LOCATED IN THE NORTHWEST CORNER OF THE INTERSECTION.
 DR5484'
 DR5484'IT IS 18 FT (5.5 M) NORTHEAST OF A UTILITY POLE, 5 FT (1.5 M)
 DR5484'SOUTHWEST OF A FENCE AND SET IN THE TOP OF A 6-IN (15 CM) SQUARE
 DR5484'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5488 ***********************************************************************
 DR5488  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5488  DESIGNATION -  6 2 SE 32
 DR5488  PID         -  DR5488
 DR5488  STATE/COUNTY-  UT/WEBER
 DR5488  COUNTRY     -  US
 DR5488  USGS QUAD   -  ROY (2017)
 DR5488
 DR5488                         *CURRENT SURVEY CONTROL
 DR5488  ______________________________________________________________________
 DR5488* NAD 83(2011) POSITION- 41 12 19.83571(N) 112 05 01.08321(W)   ADJUSTED
 DR5488* NAD 83(2011) ELLIP HT-  1279.962 (meters)        (07/08/20)   ADJUSTED
 DR5488* NAD 83(2011) EPOCH   -  2010.00
 DR5488* NAVD 88 ORTHO HEIGHT -  1297.00  (meters)     4255.2   (feet) GPS OBS
 DR5488  ______________________________________________________________________
 DR5488  GEOID HEIGHT    -        -17.018 (meters)                     GEOID18
 DR5488  NAD 83(2011) X  - -1,807,068.544 (meters)                     COMP
 DR5488  NAD 83(2011) Y  - -4,453,922.394 (meters)                     COMP
 DR5488  NAD 83(2011) Z  -  4,180,464.303 (meters)                     COMP
 DR5488  LAPLACE CORR    -          1.79  (seconds)                    DEFLEC18
 DR5488
 DR5488  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5488  Standards:
 DR5488         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5488            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5488  -------------------------------------------------------------------
 DR5488  NETWORK    0.33   0.67           0.15   0.12   0.34      0.06207374
 DR5488  -------------------------------------------------------------------
 DR5488  Click here for local accuracies and other accuracy information.
 DR5488
 DR5488.The horizontal coordinates were established by GPS observations
 DR5488.and adjusted by the National Geodetic Survey in July 2020.
 DR5488
 DR5488.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5488.been affixed to the stable North American tectonic plate. See 
 DR5488.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5488
 DR5488.The horizontal coordinates are valid at the epoch date displayed above
 DR5488.which is a decimal equivalence of Year/Month/Day.
 DR5488
 DR5488.The orthometric height was determined by GPS observations and a
 DR5488.high-resolution geoid model using precise GPS observation and
 DR5488.processing techniques.
 DR5488
 DR5488.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5488.GEOID18 height accuracy estimate available here.
 DR5488
 DR5488.Click photographs - Photos may exist for this station.
 DR5488
 DR5488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5488
 DR5488.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5488
 DR5488.The ellipsoidal height was determined by GPS observations
 DR5488.and is referenced to NAD 83.
 DR5488
 DR5488. The following values were computed from the NAD 83(2011) position.
 DR5488
 DR5488;                    North         East     Units Scale Factor Converg.
 DR5488;SPC UT N     - 1,097,019.258   451,051.129   MT  0.99995715   -0 23 05.4
 DR5488;SPC UT N     - 3,599,137.35  1,479,823.58   sFT  0.99995715   -0 23 05.4
 DR5488;UTM  12      - 4,562,137.029   409,147.636   MT  0.99970158   -0 42 50.1
 DR5488
 DR5488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5488!SPC UT N     -   0.99979927  x   0.99995715  =   0.99975643
 DR5488!UTM  12      -   0.99979927  x   0.99970158  =   0.99950091
 DR5488
 DR5488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0914762137(NAD 83)
 DR5488
 DR5488                          SUPERSEDED SURVEY CONTROL
 DR5488
 DR5488.No superseded survey control is available for this station.
 DR5488
 DR5488_MARKER: DB = BENCH MARK DISK
 DR5488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5488_STAMPING: 6 3 SE 32 1954
 DR5488_MARK LOGO: BOR
 DR5488_PROJECTION: FLUSH
 DR5488_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5488+STABILITY: SURFACE MOTION
 DR5488
 DR5488  HISTORY     - Date     Condition        Report By
 DR5488  HISTORY     - 1954     MONUMENTED       BOR
 DR5488  HISTORY     - 20150203 GOOD             UT-057
 DR5488
 DR5488                          STATION DESCRIPTION
 DR5488
 DR5488'DESCRIBED BY WEBER COUNTY UTAH 2015 (DJM)
 DR5488'THE STATION IS LOCATED ABOUT 12.6 MI (20.3 KM) NORTHWEST OF ROY PARK
 DR5488'ADDITION SUBDIVISION, 12.0 MI (19.3 KM) NORTHWEST OF ROY WEST
 DR5488'SUBDIVISION AND 7.1 MI (11.4 KM) WEST OF PLAIN CITY.  OWNERSHIP--ROAD
 DR5488'RIGHT-OF-WAY.
 DR5488'
 DR5488'TO REACH FROM THE INTERSECTION OF 4300 WEST AND 3300 SOUTH STATION IS
 DR5488'LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION.
 DR5488'
 DR5488'IT IS 28 FT (8.5 M) WEST OF A POWER POLE, 26 FT (7.9 M) EAST OF A
 DR5488'FENCE CORNER AND SET IN THE TOP OF A 6-IN (15 CM) SQUARE CONCRETE
 DR5488'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5485 ***********************************************************************
 DR5485  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5485  DESIGNATION -  6 2 SE 34
 DR5485  PID         -  DR5485
 DR5485  STATE/COUNTY-  UT/WEBER
 DR5485  COUNTRY     -  US
 DR5485  USGS QUAD   -  ROY (2017)
 DR5485
 DR5485                         *CURRENT SURVEY CONTROL
 DR5485  ______________________________________________________________________
 DR5485* NAD 83(2011) POSITION- 41 12 18.87217(N) 112 02 42.59363(W)   ADJUSTED
 DR5485* NAD 83(2011) ELLIP HT-  1286.429 (meters)        (07/08/20)   ADJUSTED
 DR5485* NAD 83(2011) EPOCH   -  2010.00
 DR5485* NAVD 88 ORTHO HEIGHT -  1303.41  (meters)     4276.3   (feet) GPS OBS
 DR5485  ______________________________________________________________________
 DR5485  GEOID HEIGHT    -        -16.965 (meters)                     GEOID18
 DR5485  NAD 83(2011) X  - -1,804,086.877 (meters)                     COMP
 DR5485  NAD 83(2011) Y  - -4,455,157.348 (meters)                     COMP
 DR5485  NAD 83(2011) Z  -  4,180,446.196 (meters)                     COMP
 DR5485  LAPLACE CORR    -          5.37  (seconds)                    DEFLEC18
 DR5485
 DR5485  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5485  Standards:
 DR5485         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5485            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5485  -------------------------------------------------------------------
 DR5485  NETWORK    0.82   1.71           0.36   0.31   0.87     -0.10038502
 DR5485  -------------------------------------------------------------------
 DR5485  Click here for local accuracies and other accuracy information.
 DR5485
 DR5485.The horizontal coordinates were established by GPS observations
 DR5485.and adjusted by the National Geodetic Survey in July 2020.
 DR5485
 DR5485.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5485.been affixed to the stable North American tectonic plate. See 
 DR5485.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5485
 DR5485.The horizontal coordinates are valid at the epoch date displayed above
 DR5485.which is a decimal equivalence of Year/Month/Day.
 DR5485
 DR5485.The orthometric height was determined by GPS observations and a
 DR5485.high-resolution geoid model using precise GPS observation and
 DR5485.processing techniques.
 DR5485
 DR5485.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5485.GEOID18 height accuracy estimate available here.
 DR5485
 DR5485.Click photographs - Photos may exist for this station.
 DR5485
 DR5485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5485
 DR5485.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5485
 DR5485.The ellipsoidal height was determined by GPS observations
 DR5485.and is referenced to NAD 83.
 DR5485
 DR5485. The following values were computed from the NAD 83(2011) position.
 DR5485
 DR5485;                    North         East     Units Scale Factor Converg.
 DR5485;SPC UT N     - 1,096,968.580   454,277.287   MT  0.99995715   -0 21 34.0
 DR5485;SPC UT N     - 3,598,971.08  1,490,408.07   sFT  0.99995715   -0 21 34.0
 DR5485;UTM  12      - 4,562,067.839   412,372.613   MT  0.99969450   -0 41 18.8
 DR5485
 DR5485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5485!SPC UT N     -   0.99979826  x   0.99995715  =   0.99975541
 DR5485!UTM  12      -   0.99979826  x   0.99969450  =   0.99949282
 DR5485
 DR5485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1237262067(NAD 83)
 DR5485
 DR5485                          SUPERSEDED SURVEY CONTROL
 DR5485
 DR5485.No superseded survey control is available for this station.
 DR5485
 DR5485_MARKER: DB = BENCH MARK DISK
 DR5485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5485_STAMPING: 6 2 SE 34 1954
 DR5485_MARK LOGO: BOR
 DR5485_PROJECTION: RECESSED 5 CENTIMETERS
 DR5485_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5485+STABILITY: SURFACE MOTION
 DR5485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5485+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2015
 DR5485
 DR5485  HISTORY     - Date     Condition        Report By
 DR5485  HISTORY     - 1954     MONUMENTED       BOR
 DR5485  HISTORY     - 20150805 GOOD             UT-057
 DR5485
 DR5485                          STATION DESCRIPTION
 DR5485
 DR5485'DESCRIBED BY WEBER COUNTY UTAH 2015 (DJM)
 DR5485'THE STATION IS LOCATED ABOUT 3.3 MI (5.3 KM) NORTH OF ROY WEST
 DR5485'SUBDIVISION, 3.2 MI (5.1 KM) NORTH-NORTHWEST OF ROY AND 2.8 MI (4.5
 DR5485'KM) NORTH-NORTHWEST OF ROY PARK ADDITION SUBDIVISION.  OWNERSHIP--ROAD
 DR5485'RIGHT-OF-WAY.
 DR5485'
 DR5485'TO REACH FROM THE INTERSECTION OF 3300 SOUTH AND 2700 WEST STATION IS
 DR5485'LOCATED IN THE NORTHWEST CORNER OF THE INTERSECTION.
 DR5485'
 DR5485'IT IS 7.5 FT (2.3 M) WEST OF A POWER LINE POLE, 6 FT (1.8 M) NORTHWEST
 DR5485'OF A FIRE HYDRANT AND SET IN THE TOP OF A 6-IN (15 CM) SQUARE CONCRETE
 DR5485'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5546 ***********************************************************************
 DR5546  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5546  DESIGNATION -  6 2 SW 32
 DR5546  PID         -  DR5546
 DR5546  STATE/COUNTY-  UT/WEBER
 DR5546  COUNTRY     -  US
 DR5546  USGS QUAD   -  ROY (2017)
 DR5546
 DR5546                         *CURRENT SURVEY CONTROL
 DR5546  ______________________________________________________________________
 DR5546* NAD 83(2011) POSITION- 41 12 20.24698(N) 112 06 09.59717(W)   ADJUSTED
 DR5546* NAD 83(2011) ELLIP HT-  1271.966 (meters)        (07/08/20)   ADJUSTED
 DR5546* NAD 83(2011) EPOCH   -  2010.00
 DR5546* NAVD 88 ORTHO HEIGHT -  1289.00  (meters)     4229.0   (feet) GPS OBS
 DR5546  ______________________________________________________________________
 DR5546  GEOID HEIGHT    -        -17.019 (meters)                     GEOID18
 DR5546  NAD 83(2011) X  - -1,808,542.472 (meters)                     COMP
 DR5546  NAD 83(2011) Y  - -4,453,308.584 (meters)                     COMP
 DR5546  NAD 83(2011) Z  -  4,180,468.583 (meters)                     COMP
 DR5546  LAPLACE CORR    -          0.17  (seconds)                    DEFLEC18
 DR5546
 DR5546  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5546  Standards:
 DR5546         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5546            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5546  -------------------------------------------------------------------
 DR5546  NETWORK    0.87   1.80           0.39   0.31   0.92      0.06093604
 DR5546  -------------------------------------------------------------------
 DR5546  Click here for local accuracies and other accuracy information.
 DR5546
 DR5546.The horizontal coordinates were established by GPS observations
 DR5546.and adjusted by the National Geodetic Survey in July 2020.
 DR5546
 DR5546.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5546.been affixed to the stable North American tectonic plate. See 
 DR5546.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5546
 DR5546.The horizontal coordinates are valid at the epoch date displayed above
 DR5546.which is a decimal equivalence of Year/Month/Day.
 DR5546
 DR5546.The orthometric height was determined by GPS observations and a
 DR5546.high-resolution geoid model using precise GPS observation and
 DR5546.processing techniques.
 DR5546
 DR5546.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5546.GEOID18 height accuracy estimate available here.
 DR5546
 DR5546.Click photographs - Photos may exist for this station.
 DR5546
 DR5546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5546
 DR5546.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5546
 DR5546.The ellipsoidal height was determined by GPS observations
 DR5546.and is referenced to NAD 83.
 DR5546
 DR5546. The following values were computed from the NAD 83(2011) position.
 DR5546
 DR5546;                    North         East     Units Scale Factor Converg.
 DR5546;SPC UT N     - 1,097,042.840   449,455.075   MT  0.99995715   -0 23 50.5
 DR5546;SPC UT N     - 3,599,214.72  1,474,587.19   sFT  0.99995715   -0 23 50.5
 DR5546;UTM  12      - 4,562,169.769   407,552.148   MT  0.99970518   -0 43 35.2
 DR5546
 DR5546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5546!SPC UT N     -   0.99980052  x   0.99995715  =   0.99975768
 DR5546!UTM  12      -   0.99980052  x   0.99970518  =   0.99950576
 DR5546
 DR5546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0755262169(NAD 83)
 DR5546
 DR5546                          SUPERSEDED SURVEY CONTROL
 DR5546
 DR5546.No superseded survey control is available for this station.
 DR5546
 DR5546_MARKER: DB = BENCH MARK DISK
 DR5546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5546_STAMPING: 6 2 SW 32
 DR5546_MARK LOGO: BOR
 DR5546_PROJECTION: FLUSH
 DR5546_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DR5546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5546+STABILITY: SURFACE MOTION
 DR5546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5546+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2015
 DR5546
 DR5546  HISTORY     - Date     Condition        Report By
 DR5546  HISTORY     - 1954     MONUMENTED       BOR
 DR5546  HISTORY     - 20150722 GOOD             UT-057
 DR5546
 DR5546                          STATION DESCRIPTION
 DR5546
 DR5546'DESCRIBED BY WEBER COUNTY UTAH 2015 (DJM)
 DR5546'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTHWEST OF ROY, 4.6 MI
 DR5546'(7.4 KM) NORTHWEST OF ROY PARK ADDITION SUBDIVISION AND 4.1 MI (6.6
 DR5546'KM) NORTHWEST OF ROY WEST SUBDIVISION.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5546'
 DR5546'STATION IS LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION OF 3300
 DR5546'SOUTH AND 5100 WEST.
 DR5546'
 DR5546'IT IS 15.6 FT (4.8 M) WEST OF THE CENTERLINE OF 5100 WEST, 2.7 FT (0.8
 DR5546'M) WEST OF A TREE AND SET IN THE TOP OF A 6-IN (15 CM) SQUARE CONCRETE
 DR5546'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5486 ***********************************************************************
 DR5486  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5486  DESIGNATION -  6 3 NE 14
 DR5486  PID         -  DR5486
 DR5486  STATE/COUNTY-  UT/WEBER
 DR5486  COUNTRY     -  US
 DR5486  USGS QUAD   -  PLAIN CITY SW (2017)
 DR5486
 DR5486                         *CURRENT SURVEY CONTROL
 DR5486  ______________________________________________________________________
 DR5486* NAD 83(2011) POSITION- 41 15 52.05467(N) 112 08 31.50404(W)   ADJUSTED
 DR5486* NAD 83(2011) ELLIP HT-  1268.712 (meters)        (07/08/20)   ADJUSTED
 DR5486* NAD 83(2011) EPOCH   -  2010.00
 DR5486* NAVD 88 ORTHO HEIGHT -  1285.62  (meters)     4217.9   (feet) GPS OBS
 DR5486  ______________________________________________________________________
 DR5486  GEOID HEIGHT    -        -16.893 (meters)                     GEOID18
 DR5486  NAD 83(2011) X  - -1,809,981.274 (meters)                     COMP
 DR5486  NAD 83(2011) Y  - -4,448,070.852 (meters)                     COMP
 DR5486  NAD 83(2011) Z  -  4,185,381.198 (meters)                     COMP
 DR5486  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 DR5486
 DR5486  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5486  Standards:
 DR5486         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5486            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5486  -------------------------------------------------------------------
 DR5486  NETWORK    0.23   0.51           0.10   0.09   0.26     -0.00908193
 DR5486  -------------------------------------------------------------------
 DR5486  Click here for local accuracies and other accuracy information.
 DR5486
 DR5486.The horizontal coordinates were established by GPS observations
 DR5486.and adjusted by the National Geodetic Survey in July 2020.
 DR5486
 DR5486.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5486.been affixed to the stable North American tectonic plate. See 
 DR5486.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5486
 DR5486.The horizontal coordinates are valid at the epoch date displayed above
 DR5486.which is a decimal equivalence of Year/Month/Day.
 DR5486
 DR5486.The orthometric height was determined by GPS observations and a
 DR5486.high-resolution geoid model using precise GPS observation and
 DR5486.processing techniques.
 DR5486
 DR5486.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5486.GEOID18 height accuracy estimate available here.
 DR5486
 DR5486.Click photographs - Photos may exist for this station.
 DR5486
 DR5486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5486
 DR5486.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5486
 DR5486.The ellipsoidal height was determined by GPS observations
 DR5486.and is referenced to NAD 83.
 DR5486
 DR5486. The following values were computed from the NAD 83(2011) position.
 DR5486
 DR5486;                    North         East     Units Scale Factor Converg.
 DR5486;SPC UT N     - 1,103,600.235   446,197.420   MT  0.99995687   -0 25 24.1
 DR5486;SPC UT N     - 3,620,728.44  1,463,899.37   sFT  0.99995687   -0 25 24.1
 DR5486;UTM  12      - 4,568,744.158   404,333.056   MT  0.99971263   -0 45 11.9
 DR5486
 DR5486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5486!SPC UT N     -   0.99980104  x   0.99995687  =   0.99975791
 DR5486!UTM  12      -   0.99980104  x   0.99971263  =   0.99951372
 DR5486
 DR5486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0433368744(NAD 83)
 DR5486
 DR5486                          SUPERSEDED SURVEY CONTROL
 DR5486
 DR5486.No superseded survey control is available for this station.
 DR5486
 DR5486_MARKER: DB = BENCH MARK DISK
 DR5486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5486_STAMPING: 6 3 NE 14 1954
 DR5486_MARK LOGO: BOR
 DR5486_PROJECTION: PROJECTING 10 CENTIMETERS
 DR5486_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5486+STABILITY: SURFACE MOTION
 DR5486
 DR5486  HISTORY     - Date     Condition        Report By
 DR5486  HISTORY     - 1954     MONUMENTED
 DR5486  HISTORY     - 20150109 GOOD             UT-057
 DR5486
 DR5486                          STATION DESCRIPTION
 DR5486
 DR5486'DESCRIBED BY WEBER COUNTY UTAH 2015 (DJM)
 DR5486'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) NORTHWEST OF ROY PARK
 DR5486'ADDITION SUBDIVISION, 8.6 MI (13.8 KM) NORTH-NORTHWEST OF ROY WEST
 DR5486'SUBDIVISION AND 3.8 MI (6.1 KM) SOUTHWEST OF PLAIN CITY.
 DR5486'OWNERSHIP--ROAD RIGHT-OF-WAY.  THE APPROXIMATE ADDRESS IS 227 NORTH
 DR5486'6700 WEST, OGDEN, UT.
 DR5486'
 DR5486'TO REACH FROM THE INTERSECTION OF 12TH STREET AND 1900 WEST PROCEED
 DR5486'WEST 6.0 MI (9.7 KM) TO 6700 WEST, PROCEED NORTH 0.95 MI (1.53 KM),
 DR5486'STATION IS LOCATED 0.3 MI (0.5 KM) NORTH OF A CANAL BRIDGE AND 0.6 MI
 DR5486'(1.0 KM) SOUTH OF A CEMETERY.  TO THE STATION ON THE LEFT.
 DR5486'
 DR5486'IT IS 1.0 FT (0.3 M) WEST OF ROW FENCE AND 0.75 FT (23 CM) SOUTH OF A
 DR5486'FIBERGLASS WITNESS POST, SET IN THE TOP OF A 6-IN (15 CM) SQUARE
 DR5486'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5547 ***********************************************************************
 DR5547  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5547  DESIGNATION -  6 3 NW 12
 DR5547  PID         -  DR5547
 DR5547  STATE/COUNTY-  UT/WEBER
 DR5547  COUNTRY     -  US
 DR5547  USGS QUAD   -  PLAIN CITY SW (2017)
 DR5547
 DR5547                         *CURRENT SURVEY CONTROL
 DR5547  ______________________________________________________________________
 DR5547* NAD 83(2011) POSITION- 41 16 47.34451(N) 112 08 30.36227(W)   ADJUSTED
 DR5547* NAD 83(2011) ELLIP HT-  1267.880 (meters)        (07/08/20)   ADJUSTED
 DR5547* NAD 83(2011) EPOCH   -  2010.00
 DR5547* NAVD 88 ORTHO HEIGHT -  1284.77  (meters)     4215.1   (feet) GPS OBS
 DR5547  ______________________________________________________________________
 DR5547  GEOID HEIGHT    -        -16.869 (meters)                     GEOID18
 DR5547  NAD 83(2011) X  - -1,809,532.272 (meters)                     COMP
 DR5547  NAD 83(2011) Y  - -4,447,037.930 (meters)                     COMP
 DR5547  NAD 83(2011) Z  -  4,186,662.867 (meters)                     COMP
 DR5547  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 DR5547
 DR5547  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5547  Standards:
 DR5547         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5547            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5547  -------------------------------------------------------------------
 DR5547  NETWORK    0.63   1.31           0.27   0.24   0.67     -0.03676971
 DR5547  -------------------------------------------------------------------
 DR5547  Click here for local accuracies and other accuracy information.
 DR5547
 DR5547.The horizontal coordinates were established by GPS observations
 DR5547.and adjusted by the National Geodetic Survey in July 2020.
 DR5547
 DR5547.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5547.been affixed to the stable North American tectonic plate. See 
 DR5547.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5547
 DR5547.The horizontal coordinates are valid at the epoch date displayed above
 DR5547.which is a decimal equivalence of Year/Month/Day.
 DR5547
 DR5547.The orthometric height was determined by GPS observations and a
 DR5547.high-resolution geoid model using precise GPS observation and
 DR5547.processing techniques.
 DR5547
 DR5547.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5547.GEOID18 height accuracy estimate available here.
 DR5547
 DR5547.Click photographs - Photos may exist for this station.
 DR5547
 DR5547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5547
 DR5547.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5547
 DR5547.The ellipsoidal height was determined by GPS observations
 DR5547.and is referenced to NAD 83.
 DR5547
 DR5547. The following values were computed from the NAD 83(2011) position.
 DR5547
 DR5547;                    North         East     Units Scale Factor Converg.
 DR5547;SPC UT N     - 1,105,305.597   446,236.591   MT  0.99995697   -0 25 23.4
 DR5547;SPC UT N     - 3,626,323.45  1,464,027.88   sFT  0.99995697   -0 25 23.4
 DR5547;UTM  12      - 4,570,448.850   404,382.039   MT  0.99971252   -0 45 12.0
 DR5547
 DR5547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5547!SPC UT N     -   0.99980117  x   0.99995697  =   0.99975814
 DR5547!UTM  12      -   0.99980117  x   0.99971252  =   0.99951374
 DR5547
 DR5547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0438270448(NAD 83)
 DR5547
 DR5547                          SUPERSEDED SURVEY CONTROL
 DR5547
 DR5547.No superseded survey control is available for this station.
 DR5547
 DR5547_MARKER: DB = BENCH MARK DISK
 DR5547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5547_STAMPING: 6 2 NW 12 1954
 DR5547_MARK LOGO: BOR
 DR5547_PROJECTION: PROJECTING 6 CENTIMETERS
 DR5547_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR5547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5547+STABILITY: SURFACE MOTION
 DR5547
 DR5547  HISTORY     - Date     Condition        Report By
 DR5547  HISTORY     - UNK      MONUMENTED
 DR5547  HISTORY     - 20150921 GOOD             UT-057
 DR5547  HISTORY     - 20170225 GOOD             INDIV
 DR5547
 DR5547                          STATION DESCRIPTION
 DR5547
 DR5547'DESCRIBED BY WEBER COUNTY UTAH 2015 (DJM)
 DR5547'THE STATION IS LOCATED ABOUT 9.6 MI (15.4 KM) WEST-NORTHWEST OF OGDEN,
 DR5547'9.5 MI (15.3 KM) NORTH-NORTHWEST OF ROY WEST SUBDIVISION AND 3.2 MI
 DR5547'(5.1 KM) WEST-SOUTHWEST OF PLAIN CITY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5547'
 DR5547'TO REACH FROM THE INTERSECTION OF 6700 WEST AND 900 SOUTH IN OGDEN UT
 DR5547'PROCEED NORTH 2.06 MI (3.31 KM) TO THE STATION ON THE RIGHT.  THE
 DR5547'APPROXIMATE ADDRESS OF THE MARK IS 1160 NORTH 6700 WEST OGDEN UTAH.
 DR5547'IT IS 32 FT (9.8 M) EAST OF THE CENTERLINE OF 6700 WEST, 7 FT (2.1 M)
 DR5547'SOUTH OF JOG IN THE FENCE AND SET IN THE TOP OF A 6-IN (15 CM) SQUARE
 DR5547'CONCRETE POST.
 DR5547
 DR5547                          STATION RECOVERY (2017)
 DR5547
 DR5547'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (JEC)
 DR5547'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5574 ***********************************************************************
 DR5574  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5574  DESIGNATION -  6 3 SE 6
 DR5574  PID         -  DR5574
 DR5574  STATE/COUNTY-  UT/WEBER
 DR5574  COUNTRY     -  US
 DR5574  USGS QUAD   -  PLAIN CITY SW (2017)
 DR5574
 DR5574                         *CURRENT SURVEY CONTROL
 DR5574  ______________________________________________________________________
 DR5574* NAD 83(2011) POSITION- 41 16 49.09941(N) 112 13 08.12642(W)   ADJUSTED
 DR5574* NAD 83(2011) ELLIP HT-  1268.436 (meters)        (07/08/20)   ADJUSTED
 DR5574* NAD 83(2011) EPOCH   -  2010.00
 DR5574* NAVD 88 ORTHO HEIGHT -  1285.20  (meters)     4216.5   (feet) GPS OBS
 DR5574  ______________________________________________________________________
 DR5574  GEOID HEIGHT    -        -16.744 (meters)                     GEOID18
 DR5574  NAD 83(2011) X  - -1,815,505.831 (meters)                     COMP
 DR5574  NAD 83(2011) Y  - -4,444,564.428 (meters)                     COMP
 DR5574  NAD 83(2011) Z  -  4,186,703.926 (meters)                     COMP
 DR5574  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 DR5574
 DR5574  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5574  Standards:
 DR5574         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5574            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5574  -------------------------------------------------------------------
 DR5574  NETWORK    0.61   1.14           0.27   0.22   0.58     -0.01016788
 DR5574  -------------------------------------------------------------------
 DR5574  Click here for local accuracies and other accuracy information.
 DR5574
 DR5574.The horizontal coordinates were established by GPS observations
 DR5574.and adjusted by the National Geodetic Survey in July 2020.
 DR5574
 DR5574.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5574.been affixed to the stable North American tectonic plate. See 
 DR5574.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5574
 DR5574.The horizontal coordinates are valid at the epoch date displayed above
 DR5574.which is a decimal equivalence of Year/Month/Day.
 DR5574
 DR5574.The orthometric height was determined by GPS observations and a
 DR5574.high-resolution geoid model using precise GPS observation and
 DR5574.processing techniques.
 DR5574
 DR5574.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5574.GEOID18 height accuracy estimate available here.
 DR5574
 DR5574.Click photographs - Photos may exist for this station.
 DR5574
 DR5574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5574
 DR5574.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5574
 DR5574.The ellipsoidal height was determined by GPS observations
 DR5574.and is referenced to NAD 83.
 DR5574
 DR5574. The following values were computed from the NAD 83(2011) position.
 DR5574
 DR5574;                    North         East     Units Scale Factor Converg.
 DR5574;SPC UT N     - 1,105,410.338   439,773.453   MT  0.99995697   -0 28 26.5
 DR5574;SPC UT N     - 3,626,667.08  1,442,823.40   sFT  0.99995697   -0 28 26.5
 DR5574;UTM  12      - 4,570,590.803   397,921.141   MT  0.99972824   -0 48 15.3
 DR5574
 DR5574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5574!SPC UT N     -   0.99980108  x   0.99995697  =   0.99975806
 DR5574!UTM  12      -   0.99980108  x   0.99972824  =   0.99952937
 DR5574
 DR5574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL9792170590(NAD 83)
 DR5574
 DR5574                          SUPERSEDED SURVEY CONTROL
 DR5574
 DR5574.No superseded survey control is available for this station.
 DR5574
 DR5574_MARKER: DB = BENCH MARK DISK
 DR5574_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DR5574_STAMPING: 6 3 SE 6 1954
 DR5574_MARK LOGO: BOR
 DR5574_PROJECTION: FLUSH
 DR5574_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5574+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2016
 DR5574
 DR5574  HISTORY     - Date     Condition        Report By
 DR5574  HISTORY     - 1954     MONUMENTED       BOR
 DR5574  HISTORY     - 20160707 GOOD             UT-057
 DR5574
 DR5574                          STATION DESCRIPTION
 DR5574
 DR5574'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5574'THE STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) NORTHWEST OF ROY PARK
 DR5574'ADDITION SUBDIVISION, 12.0 MI (19.3 KM) NORTHWEST OF ROY WEST
 DR5574'SUBDIVISION AND 7.1 MI (11.4 KM) WEST OF PLAIN CITY.
 DR5574'
 DR5574'TO REACH FROM THE INTERSECTION OF 9100 WEST AND 900 SOUTH PROCEED
 DR5574'NORTH WESTERLY 3.0 MI (4.8 KM) TO THE MARK ON THE RIGHT.  THE
 DR5574'APPROXIMATE ADDRESS OF THE MARK IS 1963 NORTH 10100 WEST.
 DR5574'
 DR5574'IT IS 1324 FT (403.6 M) EAST OF THE CENTERLINE OF 10100 WEST STREET,
 DR5574'446.7 FT (136.2 M) NORTH OF CORNER FOR THE NORTHEAST OF SECTION 7,
 DR5574'20.3 FT (6.2 M) NORTHWEST OF A FENCE POST, 1 FT (0.3 M) WEST OF
 DR5574'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0568 ***********************************************************************
 JM0568  DESIGNATION -  6 39C
 JM0568  PID         -  JM0568
 JM0568  STATE/COUNTY-  UT/GRAND
 JM0568  COUNTRY     -  US
 JM0568  USGS QUAD   -  MOAB (2017)
 JM0568
 JM0568                         *CURRENT SURVEY CONTROL
 JM0568  ______________________________________________________________________
 JM0568* NAD 83(1994) POSITION- 38 36 24.50339(N) 109 37 14.16378(W)   ADJUSTED
 JM0568* NAVD 88 ORTHO HEIGHT -  1638.8   (meters)     5377.    (feet) VERTCON3
 JM0568  ______________________________________________________________________
 JM0568  GEOID HEIGHT    -        -20.634 (meters)                     GEOID18
 JM0568  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 JM0568  HORZ ORDER      -  THIRD
 JM0568
 JM0568.The horizontal coordinates were established by classical geodetic methods
 JM0568.and adjusted by the National Geodetic Survey in November 1997.
 JM0568
 JM0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0568
 JM0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0568.GEOID18 height accuracy estimate available here.
 JM0568
 JM0568.Click photographs - Photos may exist for this station.
 JM0568
 JM0568.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0568
 JM0568. The following values were computed from the NAD 83(1994) position.
 JM0568
 JM0568;                    North         East     Units Scale Factor Converg.
 JM0568;SPC UT C     - 2,032,082.497   663,711.416   MT  1.00012631   +1 12 14.0
 JM0568;SPC UT C     - 6,666,923.99  2,177,526.54   sFT  1.00012631   +1 12 14.0
 JM0568;UTM  12      - 4,274,047.170   620,105.423   MT  0.99977764   +0 51 38.9
 JM0568
 JM0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0568!SPC UT C     -   0.99974617  x   1.00012631  =   0.99987245
 JM0568!UTM  12      -   0.99974617  x   0.99977764  =   0.99952386
 JM0568
 JM0568:                Primary Azimuth Mark                     Grid Az
 JM0568:SPC UT C     -  COURT                                    305 22 20.5
 JM0568:UTM  12      -  COURT                                    305 42 55.6
 JM0568
 JM0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH2010574047(NAD 83)
 JM0568
 JM0568|---------------------------------------------------------------------|
 JM0568| PID    Reference Object                     Distance      Geod. Az  |
 JM0568|                                                           dddmmss.s |
 JM0568| JM0574 COURT                               APPROX. 5.4 KM 3063434.5 |
 JM0568|---------------------------------------------------------------------|
 JM0568
 JM0568                          SUPERSEDED SURVEY CONTROL
 JM0568
 JM0568  NAD 83(1986)-  38 36 24.49034(N)    109 37 14.16229(W) AD(       ) 3
 JM0568  NAD 27      -  38 36 24.56143(N)    109 37 11.73826(W) AD(       ) 3
 JM0568  NGVD 29 (07/19/86) 1637.8    (m)         5373.     (f) VERT ANG       
 JM0568
 JM0568.Superseded values are not recommended for survey control.
 JM0568
 JM0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0568.See file dsdata.pdf to determine how the superseded data were derived.
 JM0568
 JM0568_MARKER: DD = SURVEY DISK
 JM0568_SETTING: 66 = SET IN ROCK OUTCROP
 JM0568_STAMPING: 6 39 C 1951
 JM0568_MARK LOGO: USGS
 JM0568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0568+STABILITY: POSITION/ELEVATION WELL
 JM0568
 JM0568  HISTORY     - Date     Condition        Report By
 JM0568  HISTORY     - 1951     MONUMENTED       USGS
 JM0568
 JM0568                          STATION DESCRIPTION
 JM0568
 JM0568'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JM0568'LOCATED ABOUT 4.5 MI. NW. OF MOAB, ABOUT 1 MI. W. OF THE JUNCTION OF
 JM0568'U.S. HIGHWAY 160 AND STATE HIGHWAY 279, ON THE N. RIM OF A RIDGE LINE.
 JM0568'
 JM0568'STATION MARK - STANDARD TABLET STAMPED ---6 39 1951---.
 JM0568'
 JM0568'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0565 ***********************************************************************
 JM0565  DESIGNATION -  6 43B
 JM0565  PID         -  JM0565
 JM0565  STATE/COUNTY-  UT/GRAND
 JM0565  COUNTRY     -  US
 JM0565  USGS QUAD   -  THE WINDOWS SECTION (2017)
 JM0565
 JM0565                         *CURRENT SURVEY CONTROL
 JM0565  ______________________________________________________________________
 JM0565* NAD 83(1994) POSITION- 38 44 14.37492(N) 109 37 10.40717(W)   ADJUSTED
 JM0565* NAVD 88 ORTHO HEIGHT -  1585.9   (meters)     5203.    (feet) VERTCON3
 JM0565  ______________________________________________________________________
 JM0565  GEOID HEIGHT    -        -20.639 (meters)                     GEOID18
 JM0565  LAPLACE CORR    -          1.15  (seconds)                    DEFLEC18
 JM0565  HORZ ORDER      -  THIRD
 JM0565
 JM0565.The horizontal coordinates were established by classical geodetic methods
 JM0565.and adjusted by the National Geodetic Survey in November 1997.
 JM0565
 JM0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0565
 JM0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0565.GEOID18 height accuracy estimate available here.
 JM0565
 JM0565.Click photographs - Photos may exist for this station.
 JM0565
 JM0565.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0565
 JM0565. The following values were computed from the NAD 83(1994) position.
 JM0565
 JM0565;                    North         East     Units Scale Factor Converg.
 JM0565;SPC UT C     - 2,046,571.609   663,497.680   MT  1.00008063   +1 12 16.5
 JM0565;SPC UT C     - 6,714,460.35  2,176,825.31   sFT  1.00008063   +1 12 16.5
 JM0565;UTM  12      - 4,288,532.582   619,978.186   MT  0.99977726   +0 51 50.1
 JM0565
 JM0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0565!SPC UT C     -   0.99975448  x   1.00008063  =   0.99983509
 JM0565!UTM  12      -   0.99975448  x   0.99977726  =   0.99953179
 JM0565
 JM0565:                Primary Azimuth Mark                     Grid Az
 JM0565:SPC UT C     -  GARDEN                                   280 21 41.4
 JM0565:UTM  12      -  GARDEN                                   280 42 07.8
 JM0565
 JM0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH1997888532(NAD 83)
 JM0565
 JM0565|---------------------------------------------------------------------|
 JM0565| PID    Reference Object                     Distance      Geod. Az  |
 JM0565|                                                           dddmmss.s |
 JM0565| JM0573 GARDEN                              APPROX. 5.4 KM 2813357.9 |
 JM0565|---------------------------------------------------------------------|
 JM0565
 JM0565                          SUPERSEDED SURVEY CONTROL
 JM0565
 JM0565  NAD 83(1986)-  38 44 14.36200(N)    109 37 10.40542(W) AD(       ) 3
 JM0565  NAD 27      -  38 44 14.44484(N)    109 37 07.97917(W) AD(       ) 3
 JM0565  NGVD 29 (07/19/86) 1584.8    (m)         5199.     (f) VERT ANG       
 JM0565
 JM0565.Superseded values are not recommended for survey control.
 JM0565
 JM0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0565.See file dsdata.pdf to determine how the superseded data were derived.
 JM0565
 JM0565_MARKER: DD = SURVEY DISK
 JM0565_SETTING: 66 = SET IN ROCK OUTCROP
 JM0565_STAMPING: 6 43 B 1951
 JM0565_MARK LOGO: USGS
 JM0565_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0565+STABILITY: POSITION/ELEVATION WELL
 JM0565
 JM0565  HISTORY     - Date     Condition        Report By
 JM0565  HISTORY     - 1951     MONUMENTED       USGS
 JM0565
 JM0565                          STATION DESCRIPTION
 JM0565
 JM0565'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JM0565'LOCATED ABOUT 13 MI. N. OF MOAB AND 6 MI. ESE. OF THE JUNCTION OF
 JM0565'DEAD HORSE POINT RD. AND U.S. HIGHWAY 160, ON THE HIGHEST POINT OF A
 JM0565'NW. STRIKING JUNIPER AND CEDAR COVERED RIDGE.
 JM0565'
 JM0565'STATION REACHED BY HELICOPTER.
 JM0565'
 JM0565'STATION MARK - STANDARD TABLET STAMPED ---6 43 B 1951--- CEMENTED IN
 JM0565'BEDROCK.
 JM0565'
 JM0565'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0646 ***********************************************************************
 JO0646  DESIGNATION -  6 DOR
 JO0646  PID         -  JO0646
 JO0646  STATE/COUNTY-  UT/BEAVER
 JO0646  COUNTRY     -  US
 JO0646  USGS QUAD   -  LAMERDORF PEAK NW (2017)
 JO0646
 JO0646                         *CURRENT SURVEY CONTROL
 JO0646  ______________________________________________________________________
 JO0646* NAD 83(1986) POSITION- 38 27 37.     (N) 113 41 20.     (W)   SCALED
 JO0646* NAVD 88 ORTHO HEIGHT -  1640.840 (meters)     5383.32  (feet) POSTED
 JO0646  ______________________________________________________________________
 JO0646  GEOID HEIGHT    -        -21.418 (meters)                     GEOID18
 JO0646  DYNAMIC HEIGHT  -       1639.07  (meters)     5377.5   (feet) COMP
 JO0646  MODELED GRAVITY -    979,493.6   (mgal)                       NAVD 88
 JO0646
 JO0646  VERT ORDER      -  * POSTED, SEE BELOW
 JO0646
 JO0646.The horizontal coordinates were scaled from a map and have
 JO0646.an estimated accuracy of +/- 6 seconds.
 JO0646
 JO0646.The orthometric height was determined by differential leveling
 JO0646.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0646
 JO0646.* This is a POSTED BENCH MARK height.
 JO0646
 JO0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0646.GEOID18 height accuracy estimate available here.
 JO0646
 JO0646.Click photographs - Photos may exist for this station.
 JO0646
 JO0646.The dynamic height is computed by dividing the NAVD 88
 JO0646.geopotential number by the normal gravity value computed on the
 JO0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0646.degrees latitude (g = 980.6199 gals.).
 JO0646
 JO0646.The modeled gravity was interpolated from observed gravity values.
 JO0646
 JO0646;                    North         East    Units  Estimated Accuracy
 JO0646;SPC UT S     - 3,201,310.      308,970.      MT  (+/- 180 meters Scaled)
 JO0646
 JO0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH653603(NAD 83)
 JO0646
 JO0646                          SUPERSEDED SURVEY CONTROL
 JO0646
 JO0646.No superseded survey control is available for this station.
 JO0646
 JO0646_MARKER: DB = BENCH MARK DISK
 JO0646_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0646_STAMPING: 6 DOR 1971 5380
 JO0646_MARK LOGO: USGS
 JO0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0646
 JO0646  HISTORY     - Date     Condition        Report By
 JO0646  HISTORY     - 1971     MONUMENTED       USGS
 JO0646
 JO0646                          STATION DESCRIPTION
 JO0646
 JO0646'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0646'70.2 KM (43.60 MI) NNW FROM LUND.
 JO0646'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0646'AND PINE VALLEY ROAD, PROCEED 43.6 MILES WEST AND NORTH ALONG PINE
 JO0646'VALLEY ROAD TO A T-ROAD WEST, 4.8 MILES SOUTH OF STATE HIGHWAY 21, 66
 JO0646'FEET WEST OF PINE VALLEY ROAD, 61 FEET SOUTH OF THE CENTER OF THE
 JO0646'T-ROAD WEST.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH
 JO0646'ENCASED IN A PIPE PROJECTING 3 INCHES.
 JO0646'THE MARK IS 1.6 FT  E FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0113 ***********************************************************************
 LO0113  DESIGNATION -  6 EMH
 LO0113  PID         -  LO0113
 LO0113  STATE/COUNTY-  UT/DUCHESNE
 LO0113  COUNTRY     -  US
 LO0113  USGS QUAD   -  TABIONA (2017)
 LO0113
 LO0113                         *CURRENT SURVEY CONTROL
 LO0113  ______________________________________________________________________
 LO0113* NAD 83(1986) POSITION- 40 20 58.     (N) 110 42 20.     (W)   SCALED
 LO0113* NAVD 88 ORTHO HEIGHT -  1981.328 (meters)     6500.41  (feet) ADJUSTED
 LO0113  ______________________________________________________________________
 LO0113  GEOID HEIGHT    -        -15.546 (meters)                     GEOID18
 LO0113  DYNAMIC HEIGHT  -       1979.340 (meters)     6493.88  (feet) COMP
 LO0113  MODELED GRAVITY -    979,552.4   (mgal)                       NAVD 88
 LO0113
 LO0113  VERT ORDER      -  SECOND    CLASS 0
 LO0113
 LO0113.The horizontal coordinates were scaled from a map and have
 LO0113.an estimated accuracy of +/- 6 seconds.
 LO0113
 LO0113.The orthometric height was determined by differential leveling and
 LO0113.adjusted by the NATIONAL GEODETIC SURVEY
 LO0113.in June 1991.
 LO0113
 LO0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0113.GEOID18 height accuracy estimate available here.
 LO0113
 LO0113.Click photographs - Photos may exist for this station.
 LO0113
 LO0113.The dynamic height is computed by dividing the NAVD 88
 LO0113.geopotential number by the normal gravity value computed on the
 LO0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0113.degrees latitude (g = 980.6199 gals.).
 LO0113
 LO0113.The modeled gravity was interpolated from observed gravity values.
 LO0113
 LO0113;                    North         East    Units  Estimated Accuracy
 LO0113;SPC UT C     - 2,224,130.      567,490.      MT  (+/- 180 meters Scaled)
 LO0113
 LO0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK250665(NAD 83)
 LO0113
 LO0113                          SUPERSEDED SURVEY CONTROL
 LO0113
 LO0113  NGVD 29 (??/??/92) 1979.964  (m)         6495.93   (f) ADJ UNCH    2 0
 LO0113
 LO0113.Superseded values are not recommended for survey control.
 LO0113
 LO0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0113.See file dsdata.pdf to determine how the superseded data were derived.
 LO0113
 LO0113_MARKER: DD = SURVEY DISK
 LO0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0113_SP_SET: CULVERT
 LO0113_STAMPING: 6 EMH 1959
 LO0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0113
 LO0113  HISTORY     - Date     Condition        Report By
 LO0113  HISTORY     - 1959     MONUMENTED       CGS
 LO0113  HISTORY     - 1962     GOOD             CGS
 LO0113
 LO0113                          STATION DESCRIPTION
 LO0113
 LO0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0113'0.6 MI SE FROM TABIONA.
 LO0113'0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0113'TABIONA, IN THE TOP OF THE CENTER OF THE NORTHEAST CONCRETE HEAD WALL
 LO0113'OF A BOX CULVERT, 20 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LO0113'AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0654 ***********************************************************************
 MS0654  DESIGNATION -  6 FMK
 MS0654  PID         -  MS0654
 MS0654  STATE/COUNTY-  UT/BOX ELDER
 MS0654  COUNTRY     -  US
 MS0654  USGS QUAD   -  PROHIBITION SPRING (2017)
 MS0654
 MS0654                         *CURRENT SURVEY CONTROL
 MS0654  ______________________________________________________________________
 MS0654* NAD 83(1986) POSITION- 41 36 37.     (N) 113 33 57.     (W)   SCALED
 MS0654* NAVD 88 ORTHO HEIGHT -  1506.739 (meters)     4943.36  (feet) ADJUSTED
 MS0654  ______________________________________________________________________
 MS0654  GEOID HEIGHT    -        -15.935 (meters)                     GEOID18
 MS0654  DYNAMIC HEIGHT  -       1505.638 (meters)     4939.75  (feet) COMP
 MS0654  MODELED GRAVITY -    979,839.1   (mgal)                       NAVD 88
 MS0654
 MS0654  VERT ORDER      -  FIRST     CLASS II
 MS0654
 MS0654.The horizontal coordinates were scaled from a map and have
 MS0654.an estimated accuracy of +/- 6 seconds.
 MS0654
 MS0654.The orthometric height was determined by differential leveling and
 MS0654.adjusted by the NATIONAL GEODETIC SURVEY
 MS0654.in June 1991.
 MS0654
 MS0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0654.GEOID18 height accuracy estimate available here.
 MS0654
 MS0654.Click photographs - Photos may exist for this station.
 MS0654
 MS0654.The dynamic height is computed by dividing the NAVD 88
 MS0654.geopotential number by the normal gravity value computed on the
 MS0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0654.degrees latitude (g = 980.6199 gals.).
 MS0654
 MS0654.The modeled gravity was interpolated from observed gravity values.
 MS0654
 MS0654;                    North         East    Units  Estimated Accuracy
 MS0654;SPC UT N     - 1,143,850.      327,820.      MT  (+/- 180 meters Scaled)
 MS0654
 MS0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM862096(NAD 83)
 MS0654
 MS0654                          SUPERSEDED SURVEY CONTROL
 MS0654
 MS0654.No superseded survey control is available for this station.
 MS0654
 MS0654_MARKER: DD = SURVEY DISK
 MS0654_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0654_STAMPING: 6 FMK 1971 4940
 MS0654_MARK LOGO: USGS
 MS0654_PROJECTION: PROJECTING 10 CENTIMETERS
 MS0654_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0654_ROD/PIPE-DEPTH: 6.1 meters
 MS0654
 MS0654  HISTORY     - Date     Condition        Report By
 MS0654  HISTORY     - 1971     MONUMENTED       USGS
 MS0654  HISTORY     - 1984     GOOD             NGS
 MS0654
 MS0654                          STATION DESCRIPTION
 MS0654
 MS0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0654'36.4 KM (22.6 MI) SW FROM PARK VALLEY.
 MS0654'36.43 KM (22.64 MI) SOUTHWEST ALONG STATE HIGHWAY 30 FROM THE POST
 MS0654'OFFICE AT PARK VALLEY, IN THE NORTHWEST CORNER OF THE INTERSECTION OF
 MS0654'A DIRT ROAD, 0.29 KM (0.18 MI) NORTH OF MILEPOST 33, 30.2 METERS
 MS0654'(99 FT) WEST OF THE HIGHWAY CENTERLINE, 19.8 METERS (65 FT) NORTH OF
 MS0654'THE NORTHWEST END OF A CATTLE GUARD AND 0.3 METER (1 FT) EAST OF THE
 MS0654'RIGHT OF WAY FENCE.
 MS0654'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MS0654'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0254 ***********************************************************************
 LN0254  DESIGNATION -  6 HJH
 LN0254  PID         -  LN0254
 LN0254  STATE/COUNTY-  UT/DAGGETT
 LN0254  COUNTRY     -  US
 LN0254  USGS QUAD   -  DUTCH JOHN (2017)
 LN0254
 LN0254                         *CURRENT SURVEY CONTROL
 LN0254  ______________________________________________________________________
 LN0254* NAD 83(1986) POSITION- 40 59 26.     (N) 109 27 30.     (W)   SCALED
 LN0254* NAVD 88 ORTHO HEIGHT -  1889.944 (meters)     6200.59  (feet) ADJUSTED
 LN0254  ______________________________________________________________________
 LN0254  GEOID HEIGHT    -        -14.243 (meters)                     GEOID18
 LN0254  DYNAMIC HEIGHT  -       1888.264 (meters)     6195.08  (feet) COMP
 LN0254  MODELED GRAVITY -    979,668.2   (mgal)                       NAVD 88
 LN0254
 LN0254  VERT ORDER      -  SECOND    CLASS 0
 LN0254
 LN0254.The horizontal coordinates were scaled from a map and have
 LN0254.an estimated accuracy of +/- 6 seconds.
 LN0254
 LN0254.The orthometric height was determined by differential leveling and
 LN0254.adjusted by the NATIONAL GEODETIC SURVEY
 LN0254.in June 1991.
 LN0254
 LN0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0254.GEOID18 height accuracy estimate available here.
 LN0254
 LN0254.Click photographs - Photos may exist for this station.
 LN0254
 LN0254.The dynamic height is computed by dividing the NAVD 88
 LN0254.geopotential number by the normal gravity value computed on the
 LN0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0254.degrees latitude (g = 980.6199 gals.).
 LN0254
 LN0254.The modeled gravity was interpolated from observed gravity values.
 LN0254
 LN0254;                    North         East    Units  Estimated Accuracy
 LN0254;SPC UT N     - 1,075,000.      671,780.      MT  (+/- 180 meters Scaled)
 LN0254
 LN0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL296388(NAD 83)
 LN0254
 LN0254                          SUPERSEDED SURVEY CONTROL
 LN0254
 LN0254  NGVD 29 (??/??/92) 1888.685  (m)         6196.46   (f) ADJ UNCH    2 0
 LN0254
 LN0254.Superseded values are not recommended for survey control.
 LN0254
 LN0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0254.See file dsdata.pdf to determine how the superseded data were derived.
 LN0254
 LN0254_MARKER: DB = BENCH MARK DISK
 LN0254_SETTING: 66 = SET IN ROCK OUTCROP
 LN0254_STAMPING: 6 HJH 6196 1950
 LN0254_MARK LOGO: USGS
 LN0254_MAGNETIC: N = NO MAGNETIC MATERIAL
 LN0254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0254+STABILITY: POSITION/ELEVATION WELL
 LN0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0254+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2021
 LN0254
 LN0254  HISTORY     - Date     Condition        Report By
 LN0254  HISTORY     - 1950     MONUMENTED       USGS
 LN0254  HISTORY     - 1962     GOOD             CGS
 LN0254  HISTORY     - 20210612 GOOD             IGA
 LN0254
 LN0254                          STATION DESCRIPTION
 LN0254
 LN0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0254'11.2 MI E FROM LINWOOD.
 LN0254'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0254'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 6.2 MILES
 LN0254'NORTHEAST ALONG CLAY BASIN ROAD, AT THE FOOT OF A SHORT STEEP GRADE,
 LN0254'IN THE WEST EDGE OF A LARGE OUTCROP, 85 FEET SOUTH OF THE CENTER LINE
 LN0254'OF THE ROAD, 67 FEET SOUTHEAST OF THE CENTER OF THE SOUTH END OF A
 LN0254'48-INCH PIPE CULVERT, 2.1 FEET SOUTHEAST OF A WITNESS POST, ABOUT 15
 LN0254'FEET HIGHER THAN THE ROAD, AND 2 FEET ABOVE THE GROUND.
 LN0254
 LN0254                          STATION RECOVERY (2021)
 LN0254
 LN0254'RECOVERY NOTE BY IGAGE 2021 (MS)
 LN0254'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5490 ***********************************************************************
 DR5490  DESIGNATION -  6 JRH
 DR5490  PID         -  DR5490
 DR5490  STATE/COUNTY-  UT/WEBER
 DR5490  COUNTRY     -  US
 DR5490  USGS QUAD   -  CAUSEY DAM (2017)
 DR5490
 DR5490                         *CURRENT SURVEY CONTROL
 DR5490  ______________________________________________________________________
 DR5490* NAD 83(2011) POSITION- 41 17 49.58636(N) 111 37 11.82352(W)   ADJUSTED
 DR5490* NAD 83(2011) ELLIP HT-  1649.387 (meters)        (07/08/20)   ADJUSTED
 DR5490* NAD 83(2011) EPOCH   -  2010.00
 DR5490* NAVD 88 ORTHO HEIGHT -  1664.9   (meters)     5462.    (feet) GPS OBS
 DR5490  ______________________________________________________________________
 DR5490  GEOID HEIGHT    -        -15.460 (meters)                     GEOID18
 DR5490  NAD 83(2011) X  - -1,768,595.461 (meters)                     COMP
 DR5490  NAD 83(2011) Y  - -4,462,421.781 (meters)                     COMP
 DR5490  NAD 83(2011) Z  -  4,188,357.732 (meters)                     COMP
 DR5490  LAPLACE CORR    -          3.63  (seconds)                    DEFLEC18
 DR5490
 DR5490  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5490  Standards:
 DR5490         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5490            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5490  -------------------------------------------------------------------
 DR5490  NETWORK    0.76   1.41           0.34   0.27   0.72     -0.02219078
 DR5490  -------------------------------------------------------------------
 DR5490  Click here for local accuracies and other accuracy information.
 DR5490
 DR5490.The horizontal coordinates were established by GPS observations
 DR5490.and adjusted by the National Geodetic Survey in July 2020.
 DR5490
 DR5490.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5490.been affixed to the stable North American tectonic plate. See 
 DR5490.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5490
 DR5490.The horizontal coordinates are valid at the epoch date displayed above
 DR5490.which is a decimal equivalence of Year/Month/Day.
 DR5490
 DR5490.The orthometric height was determined by GPS observations and a
 DR5490.high-resolution geoid model.
 DR5490
 DR5490.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5490.GEOID18 height accuracy estimate available here.
 DR5490
 DR5490.Click photographs - Photos may exist for this station.
 DR5490
 DR5490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5490
 DR5490.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5490
 DR5490.The ellipsoidal height was determined by GPS observations
 DR5490.and is referenced to NAD 83.
 DR5490
 DR5490. The following values were computed from the NAD 83(2011) position.
 DR5490
 DR5490;                    North         East     Units Scale Factor Converg.
 DR5490;SPC UT N     - 1,107,034.067   489,953.790   MT  0.99995717   -0 04 44.7
 DR5490;SPC UT N     - 3,631,994.27  1,607,456.73   sFT  0.99995717   -0 04 44.7
 DR5490;UTM  12      - 4,571,924.972   448,095.871   MT  0.99963315   -0 24 33.0
 DR5490
 DR5490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5490!SPC UT N     -   0.99974135  x   0.99995717  =   0.99969853
 DR5490!UTM  12      -   0.99974135  x   0.99963315  =   0.99937460
 DR5490
 DR5490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL4809571924(NAD 83)
 DR5490
 DR5490                          SUPERSEDED SURVEY CONTROL
 DR5490
 DR5490.No superseded survey control is available for this station.
 DR5490
 DR5490_MARKER: DB = BENCH MARK DISK
 DR5490_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR5490_SP_SET: SET IN SOUTH WING WALL OF CULVER
 DR5490_STAMPING: 6 JRH 5459 1958
 DR5490_MARK LOGO: USGS
 DR5490_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5490
 DR5490  HISTORY     - Date     Condition        Report By
 DR5490  HISTORY     - 1958     MONUMENTED       USGS
 DR5490  HISTORY     - 20151006 GOOD             UT-057
 DR5490
 DR5490                          STATION DESCRIPTION
 DR5490
 DR5490'DESCRIBED BY WEBER COUNTY UTAH 2015 (DJM)
 DR5490'THE STATION IS LOCATED ABOUT 16.6 MI (26.7 KM) NORTH-NORTHWEST OF
 DR5490'DEVILS SLIDE, 14.5 MI (23.4 KM) NORTH-NORTHEAST OF PETERSON AND 8.2 MI
 DR5490'(13.1 KM) EAST-NORTHEAST OF HUNTSVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5490'TO REACH FROM THE INTERSECTION OF 7800 EAST AND 100 SOUTH, HUNTSVILLE
 DR5490'PROCEED EAST 8.4 MI (13.5 KM) TO THE STATION ON THE RIGHT.
 DR5490'
 DR5490'IT IS 71 FT (21.6 M) EAST OF THE CENTERLINE OF HIGHWAY 39, 27 FT (8.2
 DR5490'M) SOUTH OF THE CENTERLINE OF CAUYSEY ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0650 ***********************************************************************
 HO0650  DESIGNATION -  6 LRC
 HO0650  PID         -  HO0650
 HO0650  STATE/COUNTY-  UT/WASHINGTON
 HO0650  COUNTRY     -  US
 HO0650  USGS QUAD   -  CASTLE CLIFF (2017)
 HO0650
 HO0650                         *CURRENT SURVEY CONTROL
 HO0650  ______________________________________________________________________
 HO0650* NAD 83(1986) POSITION- 37 05 35.1    (N) 113 56 27.4    (W)   HD_HELD2
 HO0650* NAVD 88 ORTHO HEIGHT -  1169.102 (meters)     3835.63  (feet) POSTED
 HO0650  ______________________________________________________________________
 HO0650  GEOID HEIGHT    -        -24.894 (meters)                     GEOID18
 HO0650  DYNAMIC HEIGHT  -       1167.90  (meters)     3831.7   (feet) COMP
 HO0650  MODELED GRAVITY -    979,559.9   (mgal)                       NAVD 88
 HO0650
 HO0650  VERT ORDER      -  * POSTED, SEE BELOW
 HO0650
 HO0650.The horizontal coordinates were established by autonomous hand held GPS
 HO0650.observations and have an estimated accuracy of +/- 10 meters.
 HO0650
 HO0650.The orthometric height was determined by differential leveling
 HO0650.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0650
 HO0650.* This is a POSTED BENCH MARK height.
 HO0650
 HO0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0650.GEOID18 height accuracy estimate available here.
 HO0650
 HO0650.Click photographs - Photos may exist for this station.
 HO0650
 HO0650.The dynamic height is computed by dividing the NAVD 88
 HO0650.geopotential number by the normal gravity value computed on the
 HO0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0650.degrees latitude (g = 980.6199 gals.).
 HO0650
 HO0650.The modeled gravity was interpolated from observed gravity values.
 HO0650
 HO0650;                    North         East    Units  Estimated Accuracy
 HO0650;SPC UT S     - 3,050,157.      283,012.      MT  (+/- 10 meters HH2 GPS)
 HO0650
 HO0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG3861409246(NAD 83)
 HO0650
 HO0650                          SUPERSEDED SURVEY CONTROL
 HO0650
 HO0650  NGVD 29 (??/??/92) 1168.30   (m)         3833.0    (f) COMPUTED    2 0
 HO0650
 HO0650.Superseded values are not recommended for survey control.
 HO0650
 HO0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0650.See file dsdata.pdf to determine how the superseded data were derived.
 HO0650
 HO0650_MARKER: DD = SURVEY DISK
 HO0650_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0650_STAMPING: 6 LRC 1973 3833
 HO0650_MARK LOGO: USGS
 HO0650_PROJECTION: FLUSH
 HO0650_MAGNETIC: I = MARKER IS A STEEL ROD
 HO0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0650+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HO0650
 HO0650  HISTORY     - Date     Condition        Report By
 HO0650  HISTORY     - 1973     MONUMENTED       USGS
 HO0650
 HO0650                          STATION DESCRIPTION
 HO0650
 HO0650'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HO0650'FROM THE POST OFFICE IN MESQUITE, UTAH, PROCEED 26.8 MILES NORTHEAST
 HO0650'ALONG U S HIGHWAY 91 TO A POINT 4.4 MILES NORTHWEST OF CASTLE ROCK
 HO0650'CLIFF, ALONG LYTLE RANCH ROAD TO A T-ROAD SOUTHWEST TO BEAVER DAM
 HO0650'WELL, 46 FEET SOUTH OF A MAIN ROAD, 37 FEET EAST OF A SIDE ROAD, 22
 HO0650'FEET SOUTH OF A SIGNBOARD, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO
 HO0650'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5550 ***********************************************************************
 DR5550  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5550  DESIGNATION -  6 N 1 E 32 NE
 DR5550  PID         -  DR5550
 DR5550  STATE/COUNTY-  UT/WEBER
 DR5550  COUNTRY     -  US
 DR5550  USGS QUAD   -  SNOW BASIN (2017)
 DR5550
 DR5550                         *CURRENT SURVEY CONTROL
 DR5550  ______________________________________________________________________
 DR5550* NAD 83(2011) POSITION- 41 13 14.13931(N) 111 51 15.28078(W)   ADJUSTED
 DR5550* NAD 83(2011) ELLIP HT-  1903.991 (meters)        (07/08/20)   ADJUSTED
 DR5550* NAD 83(2011) EPOCH   -  2010.00
 DR5550* NAVD 88 ORTHO HEIGHT -  1920.11  (meters)     6299.6   (feet) GPS OBS
 DR5550  ______________________________________________________________________
 DR5550  GEOID HEIGHT    -        -16.104 (meters)                     GEOID18
 DR5550  NAD 83(2011) X  - -1,788,986.148 (meters)                     COMP
 DR5550  NAD 83(2011) Y  - -4,460,532.481 (meters)                     COMP
 DR5550  NAD 83(2011) Z  -  4,182,135.988 (meters)                     COMP
 DR5550  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 DR5550
 DR5550  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5550  Standards:
 DR5550         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5550            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5550  -------------------------------------------------------------------
 DR5550  NETWORK    0.77   1.49           0.35   0.27   0.76      0.02911284
 DR5550  -------------------------------------------------------------------
 DR5550  Click here for local accuracies and other accuracy information.
 DR5550
 DR5550.The horizontal coordinates were established by GPS observations
 DR5550.and adjusted by the National Geodetic Survey in July 2020.
 DR5550
 DR5550.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5550.been affixed to the stable North American tectonic plate. See 
 DR5550.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5550
 DR5550.The horizontal coordinates are valid at the epoch date displayed above
 DR5550.which is a decimal equivalence of Year/Month/Day.
 DR5550
 DR5550.The orthometric height was determined by GPS observations and a
 DR5550.high-resolution geoid model using precise GPS observation and
 DR5550.processing techniques.
 DR5550
 DR5550.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5550.GEOID18 height accuracy estimate available here.
 DR5550
 DR5550.Click photographs - Photos may exist for this station.
 DR5550
 DR5550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5550
 DR5550.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5550
 DR5550.The ellipsoidal height was determined by GPS observations
 DR5550.and is referenced to NAD 83.
 DR5550
 DR5550. The following values were computed from the NAD 83(2011) position.
 DR5550
 DR5550;                    North         East     Units Scale Factor Converg.
 DR5550;SPC UT N     - 1,098,590.586   470,296.511   MT  0.99995698   -0 14 00.9
 DR5550;SPC UT N     - 3,604,292.61  1,542,964.47   sFT  0.99995698   -0 14 00.9
 DR5550;UTM  12      - 4,563,597.342   428,396.424   MT  0.99966310   -0 33 46.6
 DR5550
 DR5550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5550!SPC UT N     -   0.99970144  x   0.99995698  =   0.99965843
 DR5550!UTM  12      -   0.99970144  x   0.99966310  =   0.99936464
 DR5550
 DR5550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2839663597(NAD 83)
 DR5550
 DR5550                          SUPERSEDED SURVEY CONTROL
 DR5550
 DR5550.No superseded survey control is available for this station.
 DR5550
 DR5550_MARKER: DD = SURVEY DISK
 DR5550_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DR5550_STAMPING: 6 N 1 E 32 NE 2001
 DR5550_MARK LOGO: UT-057
 DR5550_PROJECTION: RECESSED 15 CENTIMETERS
 DR5550_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR5550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5550+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2016
 DR5550
 DR5550  HISTORY     - Date     Condition        Report By
 DR5550  HISTORY     - 2001     MONUMENTED       UT-057
 DR5550  HISTORY     - 20161021 GOOD             UT-057
 DR5550
 DR5550                          STATION DESCRIPTION
 DR5550
 DR5550'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5550'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTHEAST OF NORTH
 DR5550'OGDEN, 6.2 MI (10.0 KM) EAST OF OGDEN AND 5.2 MI (8.4 KM)
 DR5550'WEST-SOUTHWEST OF HUNTSVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5550'
 DR5550'TO REACH FROM THE INTERSECTION OF HIGHWAY 167(TRAPPERS LOOP ROAD) AND
 DR5550'HIGHWAY 226 (SNOW BASIN ROAD) PROCEED A WESTERLY DIRECTION FOR 3.0 MI
 DR5550'(4.8 KM) TO THE STATION ON THE LEFT.  APPROXIMATE ADDRESS OF   THE
 DR5550'STATION IS 3994 SNOW BASIN ROAD, HUNTSVILLE, UT.
 DR5550'
 DR5550'IT IS 112 FT (34.1 M) SOUTH-SOUTHEAST OF A FLAG POLE, 33 FT (10.1 M)
 DR5550'SOUTH OF THE CENTERLINE OF SNOW BASIN ROAD AND SET IN THE TOP OF A
 DR5550'6-IN (15 CM) ROUND CONCRETE POST INSIDE A RING AND COLLAR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0414 ***********************************************************************
 KM0414  DESIGNATION -  60 FMK
 KM0414  PID         -  KM0414
 KM0414  STATE/COUNTY-  UT/GRAND
 KM0414  COUNTRY     -  US
 KM0414  USGS QUAD   -  ANTONE CANYON (2017)
 KM0414
 KM0414                         *CURRENT SURVEY CONTROL
 KM0414  ______________________________________________________________________
 KM0414* NAD 83(1986) POSITION- 39 10 37.6    (N) 109 19 53.2    (W)   HD_HELD2
 KM0414* NAVD 88 ORTHO HEIGHT -  1580.959 (meters)     5186.86  (feet) POSTED
 KM0414  ______________________________________________________________________
 KM0414  GEOID HEIGHT    -        -18.318 (meters)                     GEOID18
 KM0414  DYNAMIC HEIGHT  -       1579.39  (meters)     5181.7   (feet) COMP
 KM0414  MODELED GRAVITY -    979,580.5   (mgal)                       NAVD 88
 KM0414
 KM0414  VERT ORDER      -  * POSTED, SEE BELOW
 KM0414
 KM0414.The horizontal coordinates were established by autonomous hand held GPS
 KM0414.observations and have an estimated accuracy of +/- 10 meters.
 KM0414
 KM0414.The orthometric height was determined by differential leveling
 KM0414.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0414
 KM0414.* This is a POSTED BENCH MARK height.
 KM0414
 KM0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0414.GEOID18 height accuracy estimate available here.
 KM0414
 KM0414.Click photographs - Photos may exist for this station.
 KM0414
 KM0414.The dynamic height is computed by dividing the NAVD 88
 KM0414.geopotential number by the normal gravity value computed on the
 KM0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0414.degrees latitude (g = 980.6199 gals.).
 KM0414
 KM0414.The modeled gravity was interpolated from observed gravity values.
 KM0414
 KM0414;                    North         East    Units  Estimated Accuracy
 KM0414;SPC UT C     - 2,095,948.      687,360.      MT  (+/- 10 meters HH2 GPS)
 KM0414
 KM0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ4412637757(NAD 83)
 KM0414
 KM0414                          SUPERSEDED SURVEY CONTROL
 KM0414
 KM0414.No superseded survey control is available for this station.
 KM0414
 KM0414_MARKER: DD = SURVEY DISK
 KM0414_SETTING: 66 = SET IN ROCK OUTCROP
 KM0414_STAMPING: 60 FMK 1969 5183
 KM0414_MARK LOGO: USGS
 KM0414_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KM0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0414+STABILITY: POSITION/ELEVATION WELL
 KM0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0414+SATELLITE: SATELLITE OBSERVATIONS - 1969
 KM0414
 KM0414  HISTORY     - Date     Condition        Report By
 KM0414  HISTORY     - 1969     MONUMENTED       USGS
 KM0414
 KM0414                          STATION DESCRIPTION
 KM0414
 KM0414'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0414'FROM MACK, COLORADO, PROCEED 23.7 MILES NORTHWEST ALONG U. S.
 KM0414'HIGHWAYS 6 AND 50, THENCE 9.2 MILES NORTHWEST ALONG COUNTY ROAD TO
 KM0414'RANCH BUILDINGS AND CORRALS, THENCE 4.0 MILES SOUTHWEST ACROSS DRAIN
 KM0414'AND ALONG 4-WHEEL DRIVE TRACK ROAD, 132 FEET SOUTHWEST OF THE
 KM0414'CENTERLINE OF THE TRACK ROAD, 125 FEET EAST OF A DEEP DRAIN, 45 FEET
 KM0414'NORTHEAST OF THE SOUTHERN-MOST OF TWO CAIRNS, WITNESS POST SET NEAR
 KM0414'BENCH MARK, SET IN ROCK OUTCROP FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0925 ***********************************************************************
 HN0925  DESIGNATION -  60 MILE
 HN0925  PID         -  HN0925
 HN0925  STATE/COUNTY-  UT/KANE
 HN0925  COUNTRY     -  US
 HN0925  USGS QUAD   -  NASJA MESA (2017)
 HN0925
 HN0925                         *CURRENT SURVEY CONTROL
 HN0925  ______________________________________________________________________
 HN0925* NAD 83(1994) POSITION- 37 12 53.80499(N) 110 58 11.96371(W)   ADJUSTED
 HN0925* NAVD 88 ORTHO HEIGHT -  1790.8   (meters)     5875.    (feet) VERTCON3
 HN0925  ______________________________________________________________________
 HN0925  GEOID HEIGHT    -        -22.747 (meters)                     GEOID18
 HN0925  LAPLACE CORR    -         -5.12  (seconds)                    DEFLEC18
 HN0925  HORZ ORDER      -  SECOND
 HN0925
 HN0925.The horizontal coordinates were established by classical geodetic methods
 HN0925.and adjusted by the National Geodetic Survey in November 1997.
 HN0925
 HN0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0925
 HN0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0925.GEOID18 height accuracy estimate available here.
 HN0925
 HN0925.Click photographs - Photos may exist for this station.
 HN0925
 HN0925.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0925
 HN0925. The following values were computed from the NAD 83(1994) position.
 HN0925
 HN0925;                    North         East     Units Scale Factor Converg.
 HN0925;SPC UT S     - 3,060,983.238   547,043.715   MT  1.00000030   +0 19 29.0
 HN0925;SPC UT S     -10,042,575.84  1,794,759.25   sFT  1.00000030   +0 19 29.0
 HN0925;UTM  12      - 4,118,717.865   502,662.644   MT  0.99960009   +0 01 05.3
 HN0925
 HN0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0925!SPC UT S     -   0.99972262  x   1.00000030  =   0.99972292
 HN0925!UTM  12      -   0.99972262  x   0.99960009  =   0.99932282
 HN0925
 HN0925:                Primary Azimuth Mark                     Grid Az
 HN0925:SPC UT S     -  60 MILE AZ MK                            176 52 33.2
 HN0925:UTM  12      -  60 MILE AZ MK                            177 10 56.9
 HN0925
 HN0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0266218717(NAD 83)
 HN0925
 HN0925|---------------------------------------------------------------------|
 HN0925| PID    Reference Object                     Distance      Geod. Az  |
 HN0925|                                                           dddmmss.s |
 HN0925| CM6822 60 MILE RM 1                         14.376 METERS 07327     |
 HN0925| CM6821 60 MILE AZ MK                                      1771202.2 |
 HN0925| CM6823 60 MILE RM 2                         23.757 METERS 34649     |
 HN0925|---------------------------------------------------------------------|
 HN0925
 HN0925                          SUPERSEDED SURVEY CONTROL
 HN0925
 HN0925  NAD 83(1992)-  37 12 53.80167(N)    110 58 11.96388(W) AD(       ) 2
 HN0925  NAD 83(1986)-  37 12 53.80079(N)    110 58 11.96359(W) AD(       ) 2
 HN0925  NAD 27      -  37 12 53.82916(N)    110 58 09.40835(W) AD(       ) 2
 HN0925  NGVD 29 (07/19/86) 1789.7    (m)         5872.     (f) VERT ANG       
 HN0925
 HN0925.Superseded values are not recommended for survey control.
 HN0925
 HN0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0925.See file dsdata.pdf to determine how the superseded data were derived.
 HN0925
 HN0925_MARKER: DS = TRIANGULATION STATION DISK
 HN0925_SETTING: 80 = SET IN A BOULDER
 HN0925_STAMPING: 60 MILE 1936
 HN0925_MARK LOGO: CGS
 HN0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0925+STABILITY: SURFACE MOTION
 HN0925
 HN0925  HISTORY     - Date     Condition        Report By
 HN0925  HISTORY     - 1936     MONUMENTED       CGS
 HN0925  HISTORY     - 1959     GOOD             USGS
 HN0925  HISTORY     - 1963     GOOD             CGS
 HN0925
 HN0925                          STATION DESCRIPTION
 HN0925
 HN0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HN0925'ON THE FIRST BENCH OF THE KAIPAROWITS PLATEAU, ABOUT 52 MILES
 HN0925'(AIR LINE) SOUTHEAST OF ESCALANTE, ABOUT 7 MILES WEST OF
 HN0925'COLORADO RIVER, ABOUT 5-1/2 MILES SOUTHWEST OF MOUTH OF
 HN0925'ESCALANTE RIVER, AND ON NORTHEAST RIM OF LONG MESA THAT
 HN0925'RUNS OUT FROM SOUTHEAST END OF HIGH PART OF KAIPAROWITS
 HN0925'PLATEAU (50 MILE MOUNTAIN).  REACHED FROM WILLOW SPRINGS
 HN0925'CONCRETE RESERVOIR WHICH IS 40 MILES SOUTHEAST OF ESCALANTE AND
 HN0925'AT END OF TRUCK TRAVEL, BY GOING ON HORSES SOUTHEAST
 HN0925'ALONG ROAD FOR 1 HOUR AND 45 MINUTES TO TOP OF RIDGE REACHED
 HN0925'JUST AFTER CROSSING SOONER GULCH, WHICH IS IDENTIFIED
 HN0925'BY SEVERAL RED ROCK HILLS IN IT, JUST BELOW WHICH ROAD
 HN0925'CROSSES.  LEAVE ROAD AND GO SOUTH ON RIGHT FORK
 HN0925'TOWARDS SLIDE IN MOUNTAIN ON DIM ROAD FOR ABOUT 15 MINUTES
 HN0925'TO COTTONWOOD SEEP AND WATERING TROUGHS.  THIS IS NEAREST
 HN0925'WATER TO STATION, AND BASE CAMP FOR HORSES MUST BE MADE
 HN0925'HERE.  FROM COTTONWOOD SEEP FOLLOW TRAIL SOUTH TOWARDS
 HN0925'SOONER SLIDE.  FOLLOW TRAIL UP SLIDE TO FIRST BENCH.  GO
 HN0925'SOUTHEAST ON TRAIL ALONG BASE OF HIGHEST BENCH FOR ABOUT
 HN0925'4 HOURS TO EAST POINT OF HIGH BENCH.  FROM THIS POINT
 HN0925'STATION SITE CAN BE SEEN ON LOWER MESA IN MAGNETIC BEARING
 HN0925'85 DEG.  CONTINUE IN THIS DIRECTION ABOUT 3 MILES TO
 HN0925'STATION.  MR. HYRUM GATES, OF ESCALANTE, KNOWS ENTIRE COUNTRY
 HN0925'AND CAN SUPPLY NECESSARY PACK TRAIN.  STATION MARKED BY STANDARD
 HN0925'DISK IN BOULDER.  REFERENCE AND AZIMUTH MARKS ARE
 HN0925'STANDARD DISKS IN OUTCROPPING BEDROCK.  NO. 1 IS
 HN0925'ON LEDGE BELOW STATION SITE AND 14.996 METERS (49.20 FEET)
 HN0925'(SLOPE DISTANCE) EAST-NORTHEAST OF STATION.
 HN0925'NO. 2 IS ON POINT WHICH EXTENDS EAST FROM STATION
 HN0925'RIDGE, AND 24.171 METERS (79.30 FEET) NORTH-NORTHWEST FROM
 HN0925'STATION.  DISTANCE BETWEEN
 HN0925'REFERENCE MARKS IS 88.81 FEET.  AZIMUTH MARK IS 1/4 MILE FROM
 HN0925'STATION.
 HN0925
 HN0925                          STATION RECOVERY (1959)
 HN0925
 HN0925'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HN0925'RECOVERED IN GOOD CONDITION.
 HN0925'
 HN0925'STATION MARK--STANDARD DISK, IN BOULDER.
 HN0925
 HN0925                          STATION RECOVERY (1963)
 HN0925
 HN0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0925'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 HN0925'IN GOOD CONDITION.  THE ORIGINAL DISTANCES TO THE REFERENCE
 HN0925'MARKS WERE SLOPE MEASUREMENTS.  THE ABOVE ARE HORIZONTAL.
 HN0925'
 HN0925'THE 1936 DESCRIPTION OF THE STATION IS GOOD, HOWEVER, A
 HN0925'HELICOPTER WAS USED TO REACH THE STATION AND THE ORIGINAL
 HN0925'ROUTE WAS NOT CHECKED.
 HN0925'
 HN0925'TO REACH THE STATION BY HELICOPTER FROM HOLE-IN-THE-ROCK
 HN0925'CROSSING ON THE COLORADO RIVER, FLY SOUTH-SOUTHWEST ON A TRUE
 HN0925'COURSE OF 199 DEGREES FOR ABOUT 3 MILES TO A LANDING SITE
 HN0925'AT THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0271 ***********************************************************************
 JO0271  DESIGNATION -  6003
 JO0271  PID         -  JO0271
 JO0271  STATE/COUNTY-  UT/MILLARD
 JO0271  COUNTRY     -  US
 JO0271  USGS QUAD   -  COVE FORT (2017)
 JO0271
 JO0271                         *CURRENT SURVEY CONTROL
 JO0271  ______________________________________________________________________
 JO0271* NAD 83(1986) POSITION- 38 37 28.     (N) 112 36 36.     (W)   SCALED
 JO0271* NAVD 88 ORTHO HEIGHT -  1830.616 (meters)     6005.95  (feet) ADJUSTED
 JO0271  ______________________________________________________________________
 JO0271  GEOID HEIGHT    -        -19.710 (meters)                     GEOID18
 JO0271  DYNAMIC HEIGHT  -       1828.626 (meters)     5999.42  (feet) COMP
 JO0271  MODELED GRAVITY -    979,476.3   (mgal)                       NAVD 88
 JO0271
 JO0271  VERT ORDER      -  SECOND    CLASS 0
 JO0271
 JO0271.The horizontal coordinates were scaled from a map and have
 JO0271.an estimated accuracy of +/- 6 seconds.
 JO0271
 JO0271.The orthometric height was determined by differential leveling and
 JO0271.adjusted by the NATIONAL GEODETIC SURVEY
 JO0271.in June 1991.
 JO0271
 JO0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0271.GEOID18 height accuracy estimate available here.
 JO0271
 JO0271.Click photographs - Photos may exist for this station.
 JO0271
 JO0271.The dynamic height is computed by dividing the NAVD 88
 JO0271.geopotential number by the normal gravity value computed on the
 JO0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0271.degrees latitude (g = 980.6199 gals.).
 JO0271
 JO0271.The modeled gravity was interpolated from observed gravity values.
 JO0271
 JO0271;                    North         East    Units  Estimated Accuracy
 JO0271;SPC UT C     - 2,032,920.      403,330.      MT  (+/- 180 meters Scaled)
 JO0271
 JO0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH598763(NAD 83)
 JO0271
 JO0271                          SUPERSEDED SURVEY CONTROL
 JO0271
 JO0271  NGVD 29 (??/??/92) 1829.395  (m)         6001.94   (f) ADJ UNCH    2 0
 JO0271
 JO0271.Superseded values are not recommended for survey control.
 JO0271
 JO0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0271.See file dsdata.pdf to determine how the superseded data were derived.
 JO0271
 JO0271_MARKER: Q = CHISELED SQUARE
 JO0271_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0271_SP_SET: CULVERT HEADWALL
 JO0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0271+STABILITY: SURFACE MOTION
 JO0271
 JO0271  HISTORY     - Date     Condition        Report By
 JO0271  HISTORY     - UNK      MONUMENTED       USGS
 JO0271  HISTORY     - 1934     GOOD             CGS
 JO0271
 JO0271                          STATION DESCRIPTION
 JO0271
 JO0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0271'2.5 MI NW FROM COVE FORT.
 JO0271'ABOUT 2.5 MILES NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE MONUMENT AT
 JO0271'COVE FORT, MILLARD COUNTY, AT THE EAST EDGE OF AN ANGLE IN THE
 JO0271'HIGHWAY, AT A CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF A HEAD
 JO0271'WALL.  A CHISELED SQUARE, MARKED U.S.B.M. 6003.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0128 ***********************************************************************
 JN0128  DESIGNATION -  6016
 JN0128  PID         -  JN0128
 JN0128  STATE/COUNTY-  UT/EMERY
 JN0128  COUNTRY     -  US
 JN0128  USGS QUAD   -  WALKER FLAT (2017)
 JN0128
 JN0128                         *CURRENT SURVEY CONTROL
 JN0128  ______________________________________________________________________
 JN0128* NAD 83(1986) POSITION- 38 50 49.     (N) 111 16 22.     (W)   SCALED
 JN0128* NAVD 88 ORTHO HEIGHT -  1835.254 (meters)     6021.16  (feet) ADJUSTED
 JN0128  ______________________________________________________________________
 JN0128  GEOID HEIGHT    -        -17.897 (meters)                     GEOID18
 JN0128  DYNAMIC HEIGHT  -       1833.296 (meters)     6014.74  (feet) COMP
 JN0128  MODELED GRAVITY -    979,495.8   (mgal)                       NAVD 88
 JN0128
 JN0128  VERT ORDER      -  SECOND    CLASS 0
 JN0128
 JN0128.The horizontal coordinates were scaled from a map and have
 JN0128.an estimated accuracy of +/- 6 seconds.
 JN0128
 JN0128.The orthometric height was determined by differential leveling and
 JN0128.adjusted by the NATIONAL GEODETIC SURVEY
 JN0128.in June 1991.
 JN0128
 JN0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0128.GEOID18 height accuracy estimate available here.
 JN0128
 JN0128.Click photographs - Photos may exist for this station.
 JN0128
 JN0128.The dynamic height is computed by dividing the NAVD 88
 JN0128.geopotential number by the normal gravity value computed on the
 JN0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0128.degrees latitude (g = 980.6199 gals.).
 JN0128
 JN0128.The modeled gravity was interpolated from observed gravity values.
 JN0128
 JN0128;                    North         East    Units  Estimated Accuracy
 JN0128;SPC UT C     - 2,057,050.      519,730.      MT  (+/- 180 meters Scaled)
 JN0128
 JN0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH763998(NAD 83)
 JN0128
 JN0128                          SUPERSEDED SURVEY CONTROL
 JN0128
 JN0128  NGVD 29 (??/??/92) 1834.079  (m)         6017.31   (f) ADJ UNCH    2 0
 JN0128
 JN0128.Superseded values are not recommended for survey control.
 JN0128
 JN0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0128.See file dsdata.pdf to determine how the superseded data were derived.
 JN0128
 JN0128_MARKER: DD = SURVEY DISK
 JN0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0128_STAMPING: NO. 14 6016 1923
 JN0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0128+STABILITY: SURFACE MOTION
 JN0128
 JN0128  HISTORY     - Date     Condition        Report By
 JN0128  HISTORY     - 1923     MONUMENTED       USGS
 JN0128  HISTORY     - 1934     GOOD             CGS
 JN0128
 JN0128                          STATION DESCRIPTION
 JN0128
 JN0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0128'5.7 MI S FROM EMERY.
 JN0128'ABOUT 5.7 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL AT
 JN0128'EMERY, EMERY COUNTY, AT THE SOUTH EDGE OF WALKER FLAT, OPPOSITE TWO
 JN0128'BLUE CLAY KNOBS, AND ABOUT 30 FEET WEST OF THE CENTER LINE OF THE
 JN0128'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED NO.
 JN0128'14 6016 1923 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0091 ***********************************************************************
 JO0091  DESIGNATION -  6020.3
 JO0091  PID         -  JO0091
 JO0091  STATE/COUNTY-  UT/PIUTE
 JO0091  COUNTRY     -  US
 JO0091  USGS QUAD   -  JUNCTION (2017)
 JO0091
 JO0091                         *CURRENT SURVEY CONTROL
 JO0091  ______________________________________________________________________
 JO0091* NAD 83(1986) POSITION- 38 11 33.     (N) 112 14 01.     (W)   SCALED
 JO0091* NAVD 88 ORTHO HEIGHT -  1836.119 (meters)     6024.00  (feet) ADJUSTED
 JO0091  ______________________________________________________________________
 JO0091  GEOID HEIGHT    -        -19.281 (meters)                     GEOID18
 JO0091  DYNAMIC HEIGHT  -       1834.012 (meters)     6017.09  (feet) COMP
 JO0091  MODELED GRAVITY -    979,417.1   (mgal)                       NAVD 88
 JO0091
 JO0091  VERT ORDER      -  SECOND    CLASS 0
 JO0091
 JO0091.The horizontal coordinates were scaled from a map and have
 JO0091.an estimated accuracy of +/- 6 seconds.
 JO0091
 JO0091.The orthometric height was determined by differential leveling and
 JO0091.adjusted by the NATIONAL GEODETIC SURVEY
 JO0091.in June 1991.
 JO0091
 JO0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0091.GEOID18 height accuracy estimate available here.
 JO0091
 JO0091.Click photographs - Photos may exist for this station.
 JO0091
 JO0091.The dynamic height is computed by dividing the NAVD 88
 JO0091.geopotential number by the normal gravity value computed on the
 JO0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0091.degrees latitude (g = 980.6199 gals.).
 JO0091
 JO0091.The modeled gravity was interpolated from observed gravity values.
 JO0091
 JO0091;                    North         East    Units  Estimated Accuracy
 JO0091;SPC UT S     - 3,169,600.      435,740.      MT  (+/- 180 meters Scaled)
 JO0091
 JO0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH919278(NAD 83)
 JO0091
 JO0091                          SUPERSEDED SURVEY CONTROL
 JO0091
 JO0091  NGVD 29 (??/??/92) 1834.901  (m)         6020.00   (f) ADJ UNCH    2 0
 JO0091
 JO0091.Superseded values are not recommended for survey control.
 JO0091
 JO0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0091.See file dsdata.pdf to determine how the superseded data were derived.
 JO0091
 JO0091_MARKER: Q = CHISELED SQUARE
 JO0091_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0091_SP_SET: CULVERT HEADWALL
 JO0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0091+STABILITY: SURFACE MOTION
 JO0091
 JO0091  HISTORY     - Date     Condition        Report By
 JO0091  HISTORY     - UNK      MONUMENTED       USGS
 JO0091  HISTORY     - 1943     GOOD             CGS
 JO0091
 JO0091                          STATION DESCRIPTION
 JO0091
 JO0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JO0091'4.0 MI S FROM JUNCTION.
 JO0091'ABOUT 4.0 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 JO0091'JUNCTION, PIUTE COUNTY, AT THE SOUTHEAST CORNER OF A ROAD JUNCTION, AT
 JO0091'A CURVE, AT AN ANGLE IN A ROW OF POLES, AT A CONCRETE CULVERT, AND ON
 JO0091'THE CENTER OF THE TOP OF THE EAST HEAD WALL.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0259 ***********************************************************************
 JM0259  DESIGNATION -  6023 60
 JM0259  PID         -  JM0259
 JM0259  STATE/COUNTY-  UT/SAN JUAN
 JM0259  COUNTRY     -  US
 JM0259  USGS QUAD   -  CHURCH ROCK (2017)
 JM0259
 JM0259                         *CURRENT SURVEY CONTROL
 JM0259  ______________________________________________________________________
 JM0259* NAD 83(1986) POSITION- 38 04 09.64   (N) 109 21 10.45   (W)   HD_HELD1
 JM0259* NAVD 88 ORTHO HEIGHT -  1840.650 (meters)     6038.87  (feet) ADJUSTED
 JM0259  ______________________________________________________________________
 JM0259  GEOID HEIGHT    -        -18.827 (meters)                     GEOID18
 JM0259  DYNAMIC HEIGHT  -       1838.585 (meters)     6032.09  (feet) COMP
 JM0259  MODELED GRAVITY -    979,442.1   (mgal)                       NAVD 88
 JM0259
 JM0259  VERT ORDER      -  FIRST     CLASS II
 JM0259
 JM0259.The horizontal coordinates were determined by differentially corrected
 JM0259.hand held GPS observations or other comparable positioning techniques
 JM0259.and have an estimated accuracy of +/- 3 meters.
 JM0259
 JM0259.The orthometric height was determined by differential leveling and
 JM0259.adjusted by the NATIONAL GEODETIC SURVEY
 JM0259.in June 1991.
 JM0259
 JM0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0259.GEOID18 height accuracy estimate available here.
 JM0259
 JM0259.Click photographs - Photos may exist for this station.
 JM0259
 JM0259.The dynamic height is computed by dividing the NAVD 88
 JM0259.geopotential number by the normal gravity value computed on the
 JM0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0259.degrees latitude (g = 980.6199 gals.).
 JM0259
 JM0259.The modeled gravity was interpolated from observed gravity values.
 JM0259
 JM0259;                    North         East    Units  Estimated Accuracy
 JM0259;SPC UT S     - 3,157,838.7     688,383.7     MT  (+/- 3 meters HH1 GPS) 
 JM0259
 JM0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH4447914789(NAD 83)
 JM0259
 JM0259                          SUPERSEDED SURVEY CONTROL
 JM0259
 JM0259  NGVD 29 (??/??/92) 1839.599  (m)         6035.42   (f) ADJ UNCH    1 2
 JM0259
 JM0259.Superseded values are not recommended for survey control.
 JM0259
 JM0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0259.See file dsdata.pdf to determine how the superseded data were derived.
 JM0259
 JM0259_MARKER: P = PIPE CAP
 JM0259_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0259_MARK LOGO: UTDH
 JM0259_MAGNETIC: P = MARKER IS A STEEL PIPE
 JM0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0259
 JM0259  HISTORY     - Date     Condition        Report By
 JM0259  HISTORY     - UNK      MONUMENTED       UTDH
 JM0259  HISTORY     - 1934     GOOD             CGS
 JM0259
 JM0259                          STATION DESCRIPTION
 JM0259
 JM0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0259'14.2 MI N FROM MONTICELLO.
 JM0259'14.2 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 JM0259'MONTICELLO, SAN JUAN COUNTY, AT A SMALL CUT, AND 50 FEET EAST OF THE
 JM0259'CENTERLINE OF THE HIGHWAY.  A UTAH STATE DEPARTMENT STANDARD CAP,
 JM0259'FASTENED ON THE TOP OF A 1-1/2 INCH IRON PIPE PAINTED WHITE AND
 JM0259'PROJECTING 1-1/2 FEET ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0126 ***********************************************************************
 JN0126  DESIGNATION -  6026
 JN0126  PID         -  JN0126
 JN0126  STATE/COUNTY-  UT/EMERY
 JN0126  COUNTRY     -  US
 JN0126  USGS QUAD   -  WALKER FLAT (2017)
 JN0126
 JN0126                         *CURRENT SURVEY CONTROL
 JN0126  ______________________________________________________________________
 JN0126* NAD 83(1986) POSITION- 38 52 24.     (N) 111 15 59.     (W)   SCALED
 JN0126* NAVD 88 ORTHO HEIGHT -  1838.304 (meters)     6031.17  (feet) ADJUSTED
 JN0126  ______________________________________________________________________
 JN0126  GEOID HEIGHT    -        -17.821 (meters)                     GEOID18
 JN0126  DYNAMIC HEIGHT  -       1836.336 (meters)     6024.71  (feet) COMP
 JN0126  MODELED GRAVITY -    979,491.8   (mgal)                       NAVD 88
 JN0126
 JN0126  VERT ORDER      -  SECOND    CLASS 0
 JN0126
 JN0126.The horizontal coordinates were scaled from a map and have
 JN0126.an estimated accuracy of +/- 6 seconds.
 JN0126
 JN0126.The orthometric height was determined by differential leveling and
 JN0126.adjusted by the NATIONAL GEODETIC SURVEY
 JN0126.in June 1991.
 JN0126
 JN0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0126.GEOID18 height accuracy estimate available here.
 JN0126
 JN0126.Click photographs - Photos may exist for this station.
 JN0126
 JN0126.The dynamic height is computed by dividing the NAVD 88
 JN0126.geopotential number by the normal gravity value computed on the
 JN0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0126.degrees latitude (g = 980.6199 gals.).
 JN0126
 JN0126.The modeled gravity was interpolated from observed gravity values.
 JN0126
 JN0126;                    North         East    Units  Estimated Accuracy
 JN0126;SPC UT C     - 2,059,980.      520,270.      MT  (+/- 180 meters Scaled)
 JN0126
 JN0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ768027(NAD 83)
 JN0126
 JN0126                          SUPERSEDED SURVEY CONTROL
 JN0126
 JN0126  NGVD 29 (??/??/92) 1837.120  (m)         6027.28   (f) ADJ UNCH    2 0
 JN0126
 JN0126.Superseded values are not recommended for survey control.
 JN0126
 JN0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0126.See file dsdata.pdf to determine how the superseded data were derived.
 JN0126
 JN0126_MARKER: P = PIPE CAP
 JN0126_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JN0126_STAMPING: 6026
 JN0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0126
 JN0126  HISTORY     - Date     Condition        Report By
 JN0126  HISTORY     - UNK      MONUMENTED       USGS
 JN0126  HISTORY     - 1934     GOOD             CGS
 JN0126
 JN0126                          STATION DESCRIPTION
 JN0126
 JN0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0126'3.8 MI S FROM EMERY.
 JN0126'ABOUT 3.8 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL AT
 JN0126'EMERY, EMERY COUNTY, ABOUT 600 FEET SOUTH OF THE QUITAHUPAH DUGWAY,
 JN0126'AND 34 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES
 JN0126'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6026 AND RIVETED ON THE TOP OF
 JN0126'A 3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0039 ***********************************************************************
 LO0039  DESIGNATION -  6026.1
 LO0039  PID         -  LO0039
 LO0039  STATE/COUNTY-  UT/DUCHESNE
 LO0039  COUNTRY     -  US
 LO0039  USGS QUAD   -  MYTON SW (2017)
 LO0039
 LO0039                         *CURRENT SURVEY CONTROL
 LO0039  ______________________________________________________________________
 LO0039* NAD 83(1986) POSITION- 40 00 42.     (N) 110 09 02.     (W)   SCALED
 LO0039* NAVD 88 ORTHO HEIGHT -  1838.067 (meters)     6030.39  (feet) ADJUSTED
 LO0039  ______________________________________________________________________
 LO0039  GEOID HEIGHT    -        -17.563 (meters)                     GEOID18
 LO0039  DYNAMIC HEIGHT  -       1836.251 (meters)     6024.43  (feet) COMP
 LO0039  MODELED GRAVITY -    979,573.3   (mgal)                       NAVD 88
 LO0039
 LO0039  VERT ORDER      -  SECOND    CLASS 0
 LO0039
 LO0039.The horizontal coordinates were scaled from a map and have
 LO0039.an estimated accuracy of +/- 6 seconds.
 LO0039
 LO0039.The orthometric height was determined by differential leveling and
 LO0039.adjusted by the NATIONAL GEODETIC SURVEY
 LO0039.in June 1991.
 LO0039
 LO0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0039.GEOID18 height accuracy estimate available here.
 LO0039
 LO0039.Click photographs - Photos may exist for this station.
 LO0039
 LO0039.The dynamic height is computed by dividing the NAVD 88
 LO0039.geopotential number by the normal gravity value computed on the
 LO0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0039.degrees latitude (g = 980.6199 gals.).
 LO0039
 LO0039.The modeled gravity was interpolated from observed gravity values.
 LO0039
 LO0039;                    North         East    Units  Estimated Accuracy
 LO0039;SPC UT C     - 2,187,200.      615,200.      MT  (+/- 180 meters Scaled)
 LO0039
 LO0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK724293(NAD 83)
 LO0039
 LO0039                          SUPERSEDED SURVEY CONTROL
 LO0039
 LO0039  NGVD 29 (??/??/92) 1836.79   (m)         6026.2    (f) COMPUTED    2 0
 LO0039
 LO0039.Superseded values are not recommended for survey control.
 LO0039
 LO0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0039.See file dsdata.pdf to determine how the superseded data were derived.
 LO0039
 LO0039_MARKER: Q = CHISELED SQUARE
 LO0039_SETTING: 66 = SET IN ROCK OUTCROP
 LO0039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0039+STABILITY: POSITION/ELEVATION WELL
 LO0039
 LO0039  HISTORY     - Date     Condition        Report By
 LO0039  HISTORY     - 1934     MONUMENTED       USGS
 LO0039  HISTORY     - 1934     GOOD             CGS
 LO0039
 LO0039                          STATION DESCRIPTION
 LO0039
 LO0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0039'1.7 MI W FROM MYTON.
 LO0039'ABOUT 1.7 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE HIGHWAY TURN AT
 LO0039'MYTON, DUCHESNE COUNTY, THENCE ABOUT 13.2 MILES SOUTH ALONG STATE
 LO0039'HIGHWAY 53.  ABOUT 3.0 MILES NORTH OF SMITHS WELLS, ABOUT 0.8 MILE
 LO0039'SOUTH OF BENCH MARK M 78 (USGS), DESCRIBED ABOVE, AT THE SOUTHWEST
 LO0039'EDGE OF THE HIGHWAY, AND ON THE TOP OF A LARGE SANDSTONE OUTCROP.  A
 LO0039'CHISELED SQUARE, MARKED BY AN ARROW AND THE PAINTED LETTERS USPBM
 LO0039'6026.1.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0072 ***********************************************************************
 JO0072  DESIGNATION -  6031
 JO0072  PID         -  JO0072
 JO0072  STATE/COUNTY-  UT/PIUTE
 JO0072  COUNTRY     -  US
 JO0072  USGS QUAD   -  MARYSVALE (2017)
 JO0072
 JO0072                         *CURRENT SURVEY CONTROL
 JO0072  ______________________________________________________________________
 JO0072* NAD 83(1986) POSITION- 38 25 46.     (N) 112 13 53.     (W)   SCALED
 JO0072* NAVD 88 ORTHO HEIGHT -  1839.29  (+/-2cm)     6034.4   (feet) VERTCON3
 JO0072  ______________________________________________________________________
 JO0072  GEOID HEIGHT    -        -19.142 (meters)                     GEOID18
 JO0072  VERT ORDER      -  ? (See Below)
 JO0072
 JO0072.The horizontal coordinates were scaled from a map and have
 JO0072.an estimated accuracy of +/- 6 seconds.
 JO0072
 JO0072.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0072
 JO0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0072.GEOID18 height accuracy estimate available here.
 JO0072
 JO0072.The vertical order pertains to the NGVD 29 superseded value.
 JO0072
 JO0072.Click photographs - Photos may exist for this station.
 JO0072
 JO0072;                    North         East    Units  Estimated Accuracy
 JO0072;SPC UT S     - 3,195,900.      436,140.      MT  (+/- 180 meters Scaled)
 JO0072
 JO0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH925541(NAD 83)
 JO0072
 JO0072                          SUPERSEDED SURVEY CONTROL
 JO0072
 JO0072  NGVD 29 (??/??/92) 1838.007  (m)         6030.19   (f) ADJ UNCH       
 JO0072
 JO0072.Superseded values are not recommended for survey control.
 JO0072
 JO0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0072.See file dsdata.pdf to determine how the superseded data were derived.
 JO0072
 JO0072_MARKER: Q = CHISELED SQUARE
 JO0072_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0072_SP_SET: CULVERT HEADWALL
 JO0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0072+STABILITY: SURFACE MOTION
 JO0072
 JO0072  HISTORY     - Date     Condition        Report By
 JO0072  HISTORY     - UNK      MONUMENTED       USGS
 JO0072  HISTORY     - 1943     GOOD             CGS
 JO0072
 JO0072                          STATION DESCRIPTION
 JO0072
 JO0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JO0072'2.1 MI S FROM MARYSVALE.
 JO0072'ABOUT 2.1 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE DENVER AND RIO
 JO0072'GRANDE WESTERN RAILROAD STATION AT MARYSVALE, PIUTE COUNTY, AT A
 JO0072'CURVE, AT A CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF THE EAST
 JO0072'HEAD WALL.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0082 ***********************************************************************
 JO0082  DESIGNATION -  6037
 JO0082  PID         -  JO0082
 JO0082  STATE/COUNTY-  UT/PIUTE
 JO0082  COUNTRY     -  US
 JO0082  USGS QUAD   -  PIUTE RESERVOIR (2017)
 JO0082
 JO0082                         *CURRENT SURVEY CONTROL
 JO0082  ______________________________________________________________________
 JO0082* NAD 83(1986) POSITION- 38 16 08.     (N) 112 13 20.     (W)   SCALED
 JO0082* NAVD 88 ORTHO HEIGHT -  1841.021 (meters)     6040.08  (feet) ADJUSTED
 JO0082  ______________________________________________________________________
 JO0082  GEOID HEIGHT    -        -19.153 (meters)                     GEOID18
 JO0082  DYNAMIC HEIGHT  -       1838.903 (meters)     6033.13  (feet) COMP
 JO0082  MODELED GRAVITY -    979,413.7   (mgal)                       NAVD 88
 JO0082
 JO0082  VERT ORDER      -  SECOND    CLASS 0
 JO0082
 JO0082.The horizontal coordinates were scaled from a map and have
 JO0082.an estimated accuracy of +/- 6 seconds.
 JO0082
 JO0082.The orthometric height was determined by differential leveling and
 JO0082.adjusted by the NATIONAL GEODETIC SURVEY
 JO0082.in June 1991.
 JO0082
 JO0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0082.GEOID18 height accuracy estimate available here.
 JO0082
 JO0082.Click photographs - Photos may exist for this station.
 JO0082
 JO0082.The dynamic height is computed by dividing the NAVD 88
 JO0082.geopotential number by the normal gravity value computed on the
 JO0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0082.degrees latitude (g = 980.6199 gals.).
 JO0082
 JO0082.The modeled gravity was interpolated from observed gravity values.
 JO0082
 JO0082;                    North         East    Units  Estimated Accuracy
 JO0082;SPC UT S     - 3,178,070.      436,800.      MT  (+/- 180 meters Scaled)
 JO0082
 JO0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH930363(NAD 83)
 JO0082
 JO0082                          SUPERSEDED SURVEY CONTROL
 JO0082
 JO0082  NGVD 29 (??/??/92) 1839.771  (m)         6035.98   (f) ADJ UNCH    2 0
 JO0082
 JO0082.Superseded values are not recommended for survey control.
 JO0082
 JO0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0082.See file dsdata.pdf to determine how the superseded data were derived.
 JO0082
 JO0082_MARKER: Q = CHISELED SQUARE
 JO0082_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0082_SP_SET: CULVERT HEADWALL
 JO0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0082+STABILITY: SURFACE MOTION
 JO0082
 JO0082  HISTORY     - Date     Condition        Report By
 JO0082  HISTORY     - UNK      MONUMENTED       USGS
 JO0082  HISTORY     - 1943     GOOD             CGS
 JO0082
 JO0082                          STATION DESCRIPTION
 JO0082
 JO0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JO0082'2.2 MI N FROM JUNCTION.
 JO0082'ABOUT 2.2 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 JO0082'JUNCTION, PIUTE COUNTY, ABOUT 900 FEET SOUTH OF THE CROSSING OF A ROW
 JO0082'OF POWER-TRANSMISSION LINE POLES, AT A CONCRETE CULVERT, AND ON THE
 JO0082'CENTER OF THE TOP OF THE EAST HEAD WALL.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0421 ***********************************************************************
 LO0421  DESIGNATION -  6041.1
 LO0421  PID         -  LO0421
 LO0421  STATE/COUNTY-  UT/WASATCH
 LO0421  COUNTRY     -  US
 LO0421  USGS QUAD   -  CENTER CREEK (2017)
 LO0421
 LO0421                         *CURRENT SURVEY CONTROL
 LO0421  ______________________________________________________________________
 LO0421* NAD 83(1986) POSITION- 40 26 48.     (N) 111 21 58.     (W)   SCALED
 LO0421* NAVD 88 ORTHO HEIGHT -  1842.752 (meters)     6045.76  (feet) ADJUSTED
 LO0421  ______________________________________________________________________
 LO0421  GEOID HEIGHT    -        -15.558 (meters)                     GEOID18
 LO0421  DYNAMIC HEIGHT  -       1841.040 (meters)     6040.15  (feet) COMP
 LO0421  MODELED GRAVITY -    979,630.8   (mgal)                       NAVD 88
 LO0421
 LO0421  VERT ORDER      -  SECOND    CLASS 0
 LO0421
 LO0421.The horizontal coordinates were scaled from a map and have
 LO0421.an estimated accuracy of +/- 6 seconds.
 LO0421
 LO0421.The orthometric height was determined by differential leveling and
 LO0421.adjusted by the NATIONAL GEODETIC SURVEY
 LO0421.in June 1991.
 LO0421
 LO0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0421.GEOID18 height accuracy estimate available here.
 LO0421
 LO0421.Click photographs - Photos may exist for this station.
 LO0421
 LO0421.The dynamic height is computed by dividing the NAVD 88
 LO0421.geopotential number by the normal gravity value computed on the
 LO0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0421.degrees latitude (g = 980.6199 gals.).
 LO0421
 LO0421.The modeled gravity was interpolated from observed gravity values.
 LO0421
 LO0421;                    North         East    Units  Estimated Accuracy
 LO0421;SPC UT C     - 2,234,630.      511,360.      MT  (+/- 180 meters Scaled)
 LO0421
 LO0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK689773(NAD 83)
 LO0421
 LO0421                          SUPERSEDED SURVEY CONTROL
 LO0421
 LO0421  NGVD 29 (??/??/92) 1841.554  (m)         6041.83   (f) ADJ UNCH    2 0
 LO0421
 LO0421.Superseded values are not recommended for survey control.
 LO0421
 LO0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0421.See file dsdata.pdf to determine how the superseded data were derived.
 LO0421
 LO0421_MARKER: DD = SURVEY DISK
 LO0421_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0421_SP_SET: CULVERT HEADWALL
 LO0421_STAMPING: 6041.4
 LO0421_MARK LOGO: BPR
 LO0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0421+STABILITY: SURFACE MOTION
 LO0421
 LO0421  HISTORY     - Date     Condition        Report By
 LO0421  HISTORY     - UNK      MONUMENTED       BPR
 LO0421  HISTORY     - 1934     GOOD             CGS
 LO0421  HISTORY     - 1964     MARK NOT FOUND   CGS
 LO0421
 LO0421                          STATION DESCRIPTION
 LO0421
 LO0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0421'5.0 MI SE FROM HEBER.
 LO0421'5.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0421'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0421'NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0421'STAMPED 6041.4.
 LO0421
 LO0421                          STATION RECOVERY (1964)
 LO0421
 LO0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LO0421'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0093 ***********************************************************************
 JO0093  DESIGNATION -  6043.8
 JO0093  PID         -  JO0093
 JO0093  STATE/COUNTY-  UT/PIUTE
 JO0093  COUNTRY     -  US
 JO0093  USGS QUAD   -  CIRCLEVILLE (2017)
 JO0093
 JO0093                         *CURRENT SURVEY CONTROL
 JO0093  ______________________________________________________________________
 JO0093* NAD 83(1986) POSITION- 38 07 30.     (N) 112 15 05.     (W)   SCALED
 JO0093* NAVD 88 ORTHO HEIGHT -  1843.33  (+/-2cm)     6047.7   (feet) VERTCON3
 JO0093  ______________________________________________________________________
 JO0093  GEOID HEIGHT    -        -19.361 (meters)                     GEOID18
 JO0093  VERT ORDER      -  ? (See Below)
 JO0093
 JO0093.The horizontal coordinates were scaled from a map and have
 JO0093.an estimated accuracy of +/- 6 seconds.
 JO0093
 JO0093.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0093
 JO0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0093.GEOID18 height accuracy estimate available here.
 JO0093
 JO0093.The vertical order pertains to the NGVD 29 superseded value.
 JO0093
 JO0093.Click photographs - Photos may exist for this station.
 JO0093
 JO0093;                    North         East    Units  Estimated Accuracy
 JO0093;SPC UT S     - 3,162,120.      434,120.      MT  (+/- 180 meters Scaled)
 JO0093
 JO0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH903204(NAD 83)
 JO0093
 JO0093                          SUPERSEDED SURVEY CONTROL
 JO0093
 JO0093  NGVD 29 (??/??/92) 1842.068  (m)         6043.52   (f) ADJ UNCH       
 JO0093
 JO0093.Superseded values are not recommended for survey control.
 JO0093
 JO0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0093.See file dsdata.pdf to determine how the superseded data were derived.
 JO0093
 JO0093_MARKER: Q = CHISELED SQUARE
 JO0093_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0093_SP_SET: CULVERT HEADWALL
 JO0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0093+STABILITY: SURFACE MOTION
 JO0093
 JO0093  HISTORY     - Date     Condition        Report By
 JO0093  HISTORY     - UNK      MONUMENTED       USGS
 JO0093  HISTORY     - 1943     GOOD             CGS
 JO0093
 JO0093                          STATION DESCRIPTION
 JO0093
 JO0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JO0093'5.1 MI S FROM JUNCTION.
 JO0093'ABOUT 5.1 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 JO0093'JUNCTION, PIUTE COUNTY, MIDWAY BETWEEN THE CROSSINGS OF AN OLD
 JO0093'HIGHWAY, ON THE SOUTHEAST ANGLE OF THE HIGHWAY, AT A CONCRETE CULVERT,
 JO0093'AND ON THE CENTER OF THE TOP OF A HEAD WALL.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0084 ***********************************************************************
 JO0084  DESIGNATION -  6050
 JO0084  PID         -  JO0084
 JO0084  STATE/COUNTY-  UT/PIUTE
 JO0084  COUNTRY     -  US
 JO0084  USGS QUAD   -  PIUTE RESERVOIR (2017)
 JO0084
 JO0084                         *CURRENT SURVEY CONTROL
 JO0084  ______________________________________________________________________
 JO0084* NAD 83(1986) POSITION- 38 15 08.     (N) 112 13 14.     (W)   SCALED
 JO0084* NAVD 88 ORTHO HEIGHT -  1845.160 (meters)     6053.66  (feet) ADJUSTED
 JO0084  ______________________________________________________________________
 JO0084  GEOID HEIGHT    -        -19.179 (meters)                     GEOID18
 JO0084  DYNAMIC HEIGHT  -       1843.042 (meters)     6046.71  (feet) COMP
 JO0084  MODELED GRAVITY -    979,415.8   (mgal)                       NAVD 88
 JO0084
 JO0084  VERT ORDER      -  SECOND    CLASS 0
 JO0084
 JO0084.The horizontal coordinates were scaled from a map and have
 JO0084.an estimated accuracy of +/- 6 seconds.
 JO0084
 JO0084.The orthometric height was determined by differential leveling and
 JO0084.adjusted by the NATIONAL GEODETIC SURVEY
 JO0084.in June 1991.
 JO0084
 JO0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0084.GEOID18 height accuracy estimate available here.
 JO0084
 JO0084.Click photographs - Photos may exist for this station.
 JO0084
 JO0084.The dynamic height is computed by dividing the NAVD 88
 JO0084.geopotential number by the normal gravity value computed on the
 JO0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0084.degrees latitude (g = 980.6199 gals.).
 JO0084
 JO0084.The modeled gravity was interpolated from observed gravity values.
 JO0084
 JO0084;                    North         East    Units  Estimated Accuracy
 JO0084;SPC UT S     - 3,176,220.      436,930.      MT  (+/- 180 meters Scaled)
 JO0084
 JO0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH932345(NAD 83)
 JO0084
 JO0084                          SUPERSEDED SURVEY CONTROL
 JO0084
 JO0084  NGVD 29 (??/??/92) 1843.919  (m)         6049.59   (f) ADJ UNCH    2 0
 JO0084
 JO0084.Superseded values are not recommended for survey control.
 JO0084
 JO0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0084.See file dsdata.pdf to determine how the superseded data were derived.
 JO0084
 JO0084_MARKER: Q = CHISELED SQUARE
 JO0084_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0084_SP_SET: CULVERT HEADWALL
 JO0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0084+STABILITY: SURFACE MOTION
 JO0084
 JO0084  HISTORY     - Date     Condition        Report By
 JO0084  HISTORY     - UNK      MONUMENTED       USGS
 JO0084  HISTORY     - 1943     GOOD             CGS
 JO0084
 JO0084                          STATION DESCRIPTION
 JO0084
 JO0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JO0084'1.0 MI N FROM JUNCTION.
 JO0084'ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 JO0084'JUNCTION, PIUTE COUNTY, ABOUT 400 FEET SOUTH OF A FARMHOUSE, SOUTH OF
 JO0084'A FENCE CORNER, AT A CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF
 JO0084'THE EAST HEAD WALL.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0094 ***********************************************************************
 JO0094  DESIGNATION -  6052.2
 JO0094  PID         -  JO0094
 JO0094  STATE/COUNTY-  UT/PIUTE
 JO0094  COUNTRY     -  US
 JO0094  USGS QUAD   -  CIRCLEVILLE (2017)
 JO0094
 JO0094                         *CURRENT SURVEY CONTROL
 JO0094  ______________________________________________________________________
 JO0094* NAD 83(1986) POSITION- 38 10 26.     (N) 112 15 27.     (W)   SCALED
 JO0094* NAVD 88 ORTHO HEIGHT -  1845.853 (meters)     6055.94  (feet) ADJUSTED
 JO0094  ______________________________________________________________________
 JO0094  GEOID HEIGHT    -        -19.336 (meters)                     GEOID18
 JO0094  DYNAMIC HEIGHT  -       1843.726 (meters)     6048.96  (feet) COMP
 JO0094  MODELED GRAVITY -    979,411.6   (mgal)                       NAVD 88
 JO0094
 JO0094  VERT ORDER      -  SECOND    CLASS 0
 JO0094
 JO0094.The horizontal coordinates were scaled from a map and have
 JO0094.an estimated accuracy of +/- 6 seconds.
 JO0094
 JO0094.The orthometric height was determined by differential leveling and
 JO0094.adjusted by the NATIONAL GEODETIC SURVEY
 JO0094.in June 1991.
 JO0094
 JO0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0094.GEOID18 height accuracy estimate available here.
 JO0094
 JO0094.Click photographs - Photos may exist for this station.
 JO0094
 JO0094.The dynamic height is computed by dividing the NAVD 88
 JO0094.geopotential number by the normal gravity value computed on the
 JO0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0094.degrees latitude (g = 980.6199 gals.).
 JO0094
 JO0094.The modeled gravity was interpolated from observed gravity values.
 JO0094
 JO0094;                    North         East    Units  Estimated Accuracy
 JO0094;SPC UT S     - 3,167,550.      433,630.      MT  (+/- 180 meters Scaled)
 JO0094
 JO0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH898258(NAD 83)
 JO0094
 JO0094                          SUPERSEDED SURVEY CONTROL
 JO0094
 JO0094  NGVD 29 (??/??/92) 1844.629  (m)         6051.92   (f) ADJ UNCH    2 0
 JO0094
 JO0094.Superseded values are not recommended for survey control.
 JO0094
 JO0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0094.See file dsdata.pdf to determine how the superseded data were derived.
 JO0094
 JO0094_MARKER: Q = CHISELED SQUARE
 JO0094_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0094_SP_SET: CULVERT HEADWALL
 JO0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0094+STABILITY: SURFACE MOTION
 JO0094
 JO0094  HISTORY     - Date     Condition        Report By
 JO0094  HISTORY     - UNK      MONUMENTED       USGS
 JO0094  HISTORY     - 1943     GOOD             CGS
 JO0094  HISTORY     - 1966     MARK NOT FOUND   USGS
 JO0094
 JO0094                          STATION DESCRIPTION
 JO0094
 JO0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JO0094'5.8 MI S FROM JUNCTION.
 JO0094'ABOUT 5.8 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 JO0094'JUNCTION, PIUTE COUNTY, AT A CONCRETE CULVERT, ON THE CENTER OF THE
 JO0094'TOP OF A HEAD WALL, AND AT THE SOUTHEAST EDGE OF THE HIGHWAY.  A
 JO0094'CHISELED SQUARE.
 JO0094
 JO0094                          STATION RECOVERY (1966)
 JO0094
 JO0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JO0094'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0131 ***********************************************************************
 JN0131  DESIGNATION -  6055
 JN0131  PID         -  JN0131
 JN0131  STATE/COUNTY-  UT/SEVIER
 JN0131  COUNTRY     -  US
 JN0131  USGS QUAD   -  WALKER FLAT (2017)
 JN0131
 JN0131                         *CURRENT SURVEY CONTROL
 JN0131  ______________________________________________________________________
 JN0131* NAD 83(1986) POSITION- 38 48 32.2    (N) 111 18 35.4    (W)   HD_HELD2
 JN0131* NAVD 88 ORTHO HEIGHT -  1847.084 (meters)     6059.97  (feet) ADJUSTED
 JN0131  ______________________________________________________________________
 JN0131  GEOID HEIGHT    -        -17.907 (meters)                     GEOID18
 JN0131  DYNAMIC HEIGHT  -       1845.087 (meters)     6053.42  (feet) COMP
 JN0131  MODELED GRAVITY -    979,481.2   (mgal)                       NAVD 88
 JN0131
 JN0131  VERT ORDER      -  SECOND    CLASS 0
 JN0131
 JN0131.The horizontal coordinates were established by autonomous hand held GPS
 JN0131.observations and have an estimated accuracy of +/- 10 meters.
 JN0131
 JN0131.The orthometric height was determined by differential leveling and
 JN0131.adjusted by the NATIONAL GEODETIC SURVEY
 JN0131.in June 1991.
 JN0131
 JN0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0131.GEOID18 height accuracy estimate available here.
 JN0131
 JN0131.Click photographs - Photos may exist for this station.
 JN0131
 JN0131.The dynamic height is computed by dividing the NAVD 88
 JN0131.geopotential number by the normal gravity value computed on the
 JN0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0131.degrees latitude (g = 980.6199 gals.).
 JN0131
 JN0131.The modeled gravity was interpolated from observed gravity values.
 JN0131
 JN0131;                    North         East    Units  Estimated Accuracy
 JN0131;SPC UT C     - 2,052,821.      516,519.      MT  (+/- 10 meters HH2 GPS)
 JN0131
 JN0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH7309895620(NAD 83)
 JN0131
 JN0131                          SUPERSEDED SURVEY CONTROL
 JN0131
 JN0131  NGVD 29 (??/??/92) 1845.884  (m)         6056.04   (f) ADJ UNCH    2 0
 JN0131
 JN0131.Superseded values are not recommended for survey control.
 JN0131
 JN0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0131.See file dsdata.pdf to determine how the superseded data were derived.
 JN0131
 JN0131_MARKER: P = PIPE CAP
 JN0131_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JN0131_STAMPING: 6055
 JN0131_MARK LOGO: USGS
 JN0131_MAGNETIC: P = MARKER IS A STEEL PIPE
 JN0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0131
 JN0131  HISTORY     - Date     Condition        Report By
 JN0131  HISTORY     - UNK      MONUMENTED       USGS
 JN0131  HISTORY     - 1934     GOOD             CGS
 JN0131
 JN0131                          STATION DESCRIPTION
 JN0131
 JN0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0131'9.6 MI S FROM EMERY.
 JN0131'IN SEVIER COUNTY, ABOUT 9.6 MILES SOUTH ALONG STATE HIGHWAY 10 FROM
 JN0131'THE PUBLIC SCHOOL AT EMERY, EMERY COUNTY, ABOUT 1.0 MILE SOUTH OF THE
 JN0131'BRIDGE OVER IVIE CREEK, AND 40 FEET NORTH OF THE CENTER LINE OF THE
 JN0131'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6055
 JN0131'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0348 ***********************************************************************
 LN0348  DESIGNATION -  6060.36
 LN0348  PID         -  LN0348
 LN0348  STATE/COUNTY-  UT/DAGGETT
 LN0348  COUNTRY     -  US
 LN0348  USGS QUAD   -  MANILA (2017)
 LN0348
 LN0348                         *CURRENT SURVEY CONTROL
 LN0348  ______________________________________________________________________
 LN0348* NAD 83(1986) POSITION- 40 59 31.     (N) 109 39 09.     (W)   SCALED
 LN0348* NAVD 88 ORTHO HEIGHT -  1848.435 (meters)     6064.41  (feet) ADJUSTED
 LN0348  ______________________________________________________________________
 LN0348  GEOID HEIGHT    -        -14.245 (meters)                     GEOID18
 LN0348  DYNAMIC HEIGHT  -       1846.787 (meters)     6059.00  (feet) COMP
 LN0348  MODELED GRAVITY -    979,667.6   (mgal)                       NAVD 88
 LN0348
 LN0348  VERT ORDER      -  FIRST     CLASS II
 LN0348
 LN0348.The horizontal coordinates were scaled from a map and have
 LN0348.an estimated accuracy of +/- 6 seconds.
 LN0348
 LN0348.The orthometric height was determined by differential leveling and
 LN0348.adjusted by the NATIONAL GEODETIC SURVEY
 LN0348.in June 1991.
 LN0348
 LN0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0348.GEOID18 height accuracy estimate available here.
 LN0348
 LN0348.Click photographs - Photos may exist for this station.
 LN0348
 LN0348.The dynamic height is computed by dividing the NAVD 88
 LN0348.geopotential number by the normal gravity value computed on the
 LN0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0348.degrees latitude (g = 980.6199 gals.).
 LN0348
 LN0348.The modeled gravity was interpolated from observed gravity values.
 LN0348
 LN0348;                    North         East    Units  Estimated Accuracy
 LN0348;SPC UT N     - 1,074,790.      655,440.      MT  (+/- 180 meters Scaled)
 LN0348
 LN0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL133387(NAD 83)
 LN0348
 LN0348                          SUPERSEDED SURVEY CONTROL
 LN0348
 LN0348.No superseded survey control is available for this station.
 LN0348
 LN0348_MARKER: P = PIPE CAP
 LN0348_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LN0348_STAMPING: 218+173 6060.36
 LN0348_MARK LOGO: UTDH
 LN0348_MAGNETIC: P = MARKER IS A STEEL PIPE
 LN0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0348
 LN0348  HISTORY     - Date     Condition        Report By
 LN0348  HISTORY     - UNK      MONUMENTED       UTDH
 LN0348  HISTORY     - 1962     MARK NOT FOUND   CGS
 LN0348
 LN0348                          STATION DESCRIPTION
 LN0348
 LN0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0348'0.6 MI SW FROM LINWOOD.
 LN0348'0.6 MILE SOUTHWEST ALONG THE MANILA-LINWOOD HIGHWAY FROM LINWOOD,
 LN0348'DAGGETT COUNTY, ABOUT 168 FEET WEST OF A FENCE CORNER, 27 FEET SOUTH
 LN0348'OF THE CENTER LINE OF THE HIGHWAY, AND AT A FENCE LINE.  A UTAH
 LN0348'HIGHWAY COMMISSION STANDARD CAP, STAMPED 218+173 6060.36 AND RIVETED
 LN0348'ON THE TOP OF A 2-INCH IRON POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0079 ***********************************************************************
 JO0079  DESIGNATION -  6068
 JO0079  PID         -  JO0079
 JO0079  STATE/COUNTY-  UT/PIUTE
 JO0079  COUNTRY     -  US
 JO0079  USGS QUAD   -  PIUTE RESERVOIR (2017)
 JO0079
 JO0079                         *CURRENT SURVEY CONTROL
 JO0079  ______________________________________________________________________
 JO0079* NAD 83(1986) POSITION- 38 18 20.     (N) 112 12 50.     (W)   SCALED
 JO0079* NAVD 88 ORTHO HEIGHT -  1850.50  (+/-2cm)     6071.2   (feet) VERTCON3
 JO0079  ______________________________________________________________________
 JO0079  GEOID HEIGHT    -        -19.089 (meters)                     GEOID18
 JO0079  VERT ORDER      -  ? (See Below)
 JO0079
 JO0079.The horizontal coordinates were scaled from a map and have
 JO0079.an estimated accuracy of +/- 6 seconds.
 JO0079
 JO0079.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0079
 JO0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0079.GEOID18 height accuracy estimate available here.
 JO0079
 JO0079.The vertical order pertains to the NGVD 29 superseded value.
 JO0079
 JO0079.Click photographs - Photos may exist for this station.
 JO0079
 JO0079;                    North         East    Units  Estimated Accuracy
 JO0079;SPC UT S     - 3,182,130.      437,560.      MT  (+/- 180 meters Scaled)
 JO0079
 JO0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH938404(NAD 83)
 JO0079
 JO0079                          SUPERSEDED SURVEY CONTROL
 JO0079
 JO0079  NGVD 29 (??/??/92) 1849.236  (m)         6067.04   (f) ADJ UNCH       
 JO0079
 JO0079.Superseded values are not recommended for survey control.
 JO0079
 JO0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0079.See file dsdata.pdf to determine how the superseded data were derived.
 JO0079
 JO0079_MARKER: Q = CHISELED SQUARE
 JO0079_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0079_SP_SET: CULVERT HEADWALL
 JO0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0079+STABILITY: SURFACE MOTION
 JO0079
 JO0079  HISTORY     - Date     Condition        Report By
 JO0079  HISTORY     - UNK      MONUMENTED       USGS
 JO0079  HISTORY     - 1943     GOOD             CGS
 JO0079
 JO0079                          STATION DESCRIPTION
 JO0079
 JO0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JO0079'4.9 MI N FROM JUNCTION.
 JO0079'ABOUT 4.9 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 JO0079'JUNCTION, PIUTE COUNTY, DUE WEST OF THE NORTH END OF THE PIUTE
 JO0079'RESERVOIR, AT A CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF THE
 JO0079'EAST HEAD WALL.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0415 ***********************************************************************
 KM0415  DESIGNATION -  61 FMK
 KM0415  PID         -  KM0415
 KM0415  STATE/COUNTY-  UT/GRAND
 KM0415  COUNTRY     -  US
 KM0415  USGS QUAD   -  ANTONE CANYON (2017)
 KM0415
 KM0415                         *CURRENT SURVEY CONTROL
 KM0415  ______________________________________________________________________
 KM0415* NAD 83(1986) POSITION- 39 10 18.6    (N) 109 20 59.3    (W)   HD_HELD2
 KM0415* NAVD 88 ORTHO HEIGHT -  1556.983 (meters)     5108.20  (feet) POSTED
 KM0415  ______________________________________________________________________
 KM0415  GEOID HEIGHT    -        -18.361 (meters)                     GEOID18
 KM0415  DYNAMIC HEIGHT  -       1555.43  (meters)     5103.1   (feet) COMP
 KM0415  MODELED GRAVITY -    979,578.7   (mgal)                       NAVD 88
 KM0415
 KM0415  VERT ORDER      -  * POSTED, SEE BELOW
 KM0415
 KM0415.The horizontal coordinates were established by autonomous hand held GPS
 KM0415.observations and have an estimated accuracy of +/- 10 meters.
 KM0415
 KM0415.The orthometric height was determined by differential leveling
 KM0415.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0415
 KM0415.* This is a POSTED BENCH MARK height.
 KM0415
 KM0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0415.GEOID18 height accuracy estimate available here.
 KM0415
 KM0415.Click photographs - Photos may exist for this station.
 KM0415
 KM0415.The dynamic height is computed by dividing the NAVD 88
 KM0415.geopotential number by the normal gravity value computed on the
 KM0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0415.degrees latitude (g = 980.6199 gals.).
 KM0415
 KM0415.The modeled gravity was interpolated from observed gravity values.
 KM0415
 KM0415;                    North         East    Units  Estimated Accuracy
 KM0415;SPC UT C     - 2,095,324.      685,788.      MT  (+/- 10 meters HH2 GPS)
 KM0415
 KM0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ4255037142(NAD 83)
 KM0415
 KM0415                          SUPERSEDED SURVEY CONTROL
 KM0415
 KM0415.No superseded survey control is available for this station.
 KM0415
 KM0415_MARKER: DD = SURVEY DISK
 KM0415_SETTING: 66 = SET IN ROCK OUTCROP
 KM0415_STAMPING: 61 FMK 1969 5105
 KM0415_MARK LOGO: USGS
 KM0415_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KM0415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0415+STABILITY: POSITION/ELEVATION WELL
 KM0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0415+SATELLITE: SATELLITE OBSERVATIONS - 1969
 KM0415
 KM0415  HISTORY     - Date     Condition        Report By
 KM0415  HISTORY     - 1969     MONUMENTED       USGS
 KM0415
 KM0415                          STATION DESCRIPTION
 KM0415
 KM0415'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0415'FROM MACK, COLORADO, PROCEED 23.7 MILES NORTHWEST ALONG U. S.
 KM0415'HIGHWAYS 6 AND 50, THENCE 9.2 MILES NORTHWEST ALONG COUNTY ROAD TO
 KM0415'RANCH BUILDINGS AND CORRALS, THENCE 5.1 MILES SOUTHWEST ACROSS DRAIN
 KM0415'AND ALONG 4-WHEEL DRIVE TRACK ROAD (END OF ROAD), 80 FEET NORTHEAST
 KM0415'OF THE ROAD AND DRAIN CROSSING, 33 FEET SOUTHEAST OF THE CENTERLINE
 KM0415'OF THE ROAD, WITNESS POST SET NEAR BENCH MARK, SET IN ROCK OUTCROP
 KM0415'PROJECTING 1 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0420 ***********************************************************************
 LO0420  DESIGNATION -  6111.8
 LO0420  PID         -  LO0420
 LO0420  STATE/COUNTY-  UT/WASATCH
 LO0420  COUNTRY     -  US
 LO0420  USGS QUAD   -  CENTER CREEK (2017)
 LO0420
 LO0420                         *CURRENT SURVEY CONTROL
 LO0420  ______________________________________________________________________
 LO0420* NAD 83(1986) POSITION- 40 26 06.     (N) 111 21 20.     (W)   SCALED
 LO0420* NAVD 88 ORTHO HEIGHT -  1864.271 (meters)     6116.36  (feet) ADJUSTED
 LO0420  ______________________________________________________________________
 LO0420  GEOID HEIGHT    -        -15.519 (meters)                     GEOID18
 LO0420  DYNAMIC HEIGHT  -       1862.513 (meters)     6110.59  (feet) COMP
 LO0420  MODELED GRAVITY -    979,616.3   (mgal)                       NAVD 88
 LO0420
 LO0420  VERT ORDER      -  SECOND    CLASS 0
 LO0420
 LO0420.The horizontal coordinates were scaled from a map and have
 LO0420.an estimated accuracy of +/- 6 seconds.
 LO0420
 LO0420.The orthometric height was determined by differential leveling and
 LO0420.adjusted by the NATIONAL GEODETIC SURVEY
 LO0420.in June 1991.
 LO0420
 LO0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0420.GEOID18 height accuracy estimate available here.
 LO0420
 LO0420.Click photographs - Photos may exist for this station.
 LO0420
 LO0420.The dynamic height is computed by dividing the NAVD 88
 LO0420.geopotential number by the normal gravity value computed on the
 LO0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0420.degrees latitude (g = 980.6199 gals.).
 LO0420
 LO0420.The modeled gravity was interpolated from observed gravity values.
 LO0420
 LO0420;                    North         East    Units  Estimated Accuracy
 LO0420;SPC UT C     - 2,233,340.      512,260.      MT  (+/- 180 meters Scaled)
 LO0420
 LO0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK698761(NAD 83)
 LO0420
 LO0420                          SUPERSEDED SURVEY CONTROL
 LO0420
 LO0420  NGVD 29 (??/??/92) 1863.044  (m)         6112.34   (f) ADJ UNCH    2 0
 LO0420
 LO0420.Superseded values are not recommended for survey control.
 LO0420
 LO0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0420.See file dsdata.pdf to determine how the superseded data were derived.
 LO0420
 LO0420_MARKER: DD = SURVEY DISK
 LO0420_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0420_SP_SET: CULVERT HEADWALL
 LO0420_STAMPING: 6111.8
 LO0420_MARK LOGO: BPR
 LO0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0420+STABILITY: SURFACE MOTION
 LO0420
 LO0420  HISTORY     - Date     Condition        Report By
 LO0420  HISTORY     - UNK      MONUMENTED       BPR
 LO0420  HISTORY     - 1934     GOOD             CGS
 LO0420  HISTORY     - 1964     MARK NOT FOUND   CGS
 LO0420
 LO0420                          STATION DESCRIPTION
 LO0420
 LO0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0420'6.2 MI SE FROM HEBER.
 LO0420'6.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0420'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0420'NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0420'STAMPED 6111.8.
 LO0420
 LO0420                          STATION RECOVERY (1964)
 LO0420
 LO0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LO0420'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0419 ***********************************************************************
 LO0419  DESIGNATION -  6150.2
 LO0419  PID         -  LO0419
 LO0419  STATE/COUNTY-  UT/WASATCH
 LO0419  COUNTRY     -  US
 LO0419  USGS QUAD   -  CENTER CREEK (2017)
 LO0419
 LO0419                         *CURRENT SURVEY CONTROL
 LO0419  ______________________________________________________________________
 LO0419* NAD 83(1986) POSITION- 40 25 46.     (N) 111 21 01.     (W)   SCALED
 LO0419* NAVD 88 ORTHO HEIGHT -  1875.972 (meters)     6154.75  (feet) ADJUSTED
 LO0419  ______________________________________________________________________
 LO0419  GEOID HEIGHT    -        -15.499 (meters)                     GEOID18
 LO0419  DYNAMIC HEIGHT  -       1874.189 (meters)     6148.90  (feet) COMP
 LO0419  MODELED GRAVITY -    979,608.5   (mgal)                       NAVD 88
 LO0419
 LO0419  VERT ORDER      -  SECOND    CLASS 0
 LO0419
 LO0419.The horizontal coordinates were scaled from a map and have
 LO0419.an estimated accuracy of +/- 6 seconds.
 LO0419
 LO0419.The orthometric height was determined by differential leveling and
 LO0419.adjusted by the NATIONAL GEODETIC SURVEY
 LO0419.in June 1991.
 LO0419
 LO0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0419.GEOID18 height accuracy estimate available here.
 LO0419
 LO0419.Click photographs - Photos may exist for this station.
 LO0419
 LO0419.The dynamic height is computed by dividing the NAVD 88
 LO0419.geopotential number by the normal gravity value computed on the
 LO0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0419.degrees latitude (g = 980.6199 gals.).
 LO0419
 LO0419.The modeled gravity was interpolated from observed gravity values.
 LO0419
 LO0419;                    North         East    Units  Estimated Accuracy
 LO0419;SPC UT C     - 2,232,720.      512,700.      MT  (+/- 180 meters Scaled)
 LO0419
 LO0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK702754(NAD 83)
 LO0419
 LO0419                          SUPERSEDED SURVEY CONTROL
 LO0419
 LO0419  NGVD 29 (??/??/92) 1874.733  (m)         6150.69   (f) ADJ UNCH    2 0
 LO0419
 LO0419.Superseded values are not recommended for survey control.
 LO0419
 LO0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0419.See file dsdata.pdf to determine how the superseded data were derived.
 LO0419
 LO0419_MARKER: DD = SURVEY DISK
 LO0419_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0419_SP_SET: CULVERT HEADWALL
 LO0419_STAMPING: 6150.2
 LO0419_MARK LOGO: BPR
 LO0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0419+STABILITY: SURFACE MOTION
 LO0419
 LO0419  HISTORY     - Date     Condition        Report By
 LO0419  HISTORY     - UNK      MONUMENTED       BPR
 LO0419  HISTORY     - 1934     GOOD             CGS
 LO0419  HISTORY     - 1964     MARK NOT FOUND   CGS
 LO0419
 LO0419                          STATION DESCRIPTION
 LO0419
 LO0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0419'6.7 MI SE FROM HEBER.
 LO0419'6.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0419'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0419'NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0419'STAMPED 6150.2.
 LO0419
 LO0419                          STATION RECOVERY (1964)
 LO0419
 LO0419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LO0419'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0098 ***********************************************************************
 JO0098  DESIGNATION -  6171
 JO0098  PID         -  JO0098
 JO0098  STATE/COUNTY-  UT/GARFIELD
 JO0098  COUNTRY     -  US
 JO0098  USGS QUAD   -  CIRCLEVILLE (2017)
 JO0098
 JO0098                         *CURRENT SURVEY CONTROL
 JO0098  ______________________________________________________________________
 JO0098* NAD 83(1986) POSITION- 38 08 22.     (N) 112 18 48.     (W)   SCALED
 JO0098* NAVD 88 ORTHO HEIGHT -  1882.052 (meters)     6174.70  (feet) ADJUSTED
 JO0098  ______________________________________________________________________
 JO0098  GEOID HEIGHT    -        -19.399 (meters)                     GEOID18
 JO0098  DYNAMIC HEIGHT  -       1879.852 (meters)     6167.48  (feet) COMP
 JO0098  MODELED GRAVITY -    979,393.7   (mgal)                       NAVD 88
 JO0098
 JO0098  VERT ORDER      -  SECOND    CLASS 0
 JO0098
 JO0098.The horizontal coordinates were scaled from a map and have
 JO0098.an estimated accuracy of +/- 6 seconds.
 JO0098
 JO0098.The orthometric height was determined by differential leveling and
 JO0098.adjusted by the NATIONAL GEODETIC SURVEY
 JO0098.in June 1991.
 JO0098
 JO0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0098.GEOID18 height accuracy estimate available here.
 JO0098
 JO0098.Click photographs - Photos may exist for this station.
 JO0098
 JO0098.The dynamic height is computed by dividing the NAVD 88
 JO0098.geopotential number by the normal gravity value computed on the
 JO0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0098.degrees latitude (g = 980.6199 gals.).
 JO0098
 JO0098.The modeled gravity was interpolated from observed gravity values.
 JO0098
 JO0098;                    North         East    Units  Estimated Accuracy
 JO0098;SPC UT S     - 3,163,770.      428,700.      MT  (+/- 180 meters Scaled)
 JO0098
 JO0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH849221(NAD 83)
 JO0098
 JO0098                          SUPERSEDED SURVEY CONTROL
 JO0098
 JO0098  NGVD 29 (??/??/92) 1880.810  (m)         6170.62   (f) ADJ UNCH    2 0
 JO0098
 JO0098.Superseded values are not recommended for survey control.
 JO0098
 JO0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0098.See file dsdata.pdf to determine how the superseded data were derived.
 JO0098
 JO0098_MARKER: Q = CHISELED SQUARE
 JO0098_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0098_SP_SET: CULVERT HEADWALL
 JO0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0098+STABILITY: SURFACE MOTION
 JO0098
 JO0098  HISTORY     - Date     Condition        Report By
 JO0098  HISTORY     - UNK      MONUMENTED       USGS
 JO0098  HISTORY     - 1943     GOOD             CGS
 JO0098  HISTORY     - 1966     MARK NOT FOUND   USGS
 JO0098  HISTORY     - 20120613 MARK NOT FOUND   GEOCAC
 JO0098
 JO0098                          STATION DESCRIPTION
 JO0098
 JO0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JO0098'10.3 MI S FROM JUNCTION.
 JO0098'IN GARFIELD COUNTY, ABOUT 10.3 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM
 JO0098'THE COURTHOUSE AT JUNCTION, PIUTE COUNTY, AT A CONCRETE CULVERT, ON
 JO0098'THE CENTER OF THE TOP OF THE SOUTH HEAD WALL, AND AT THE SOUTH EDGE OF
 JO0098'THE HIGHWAY.  A CHISELED SQUARE.
 JO0098
 JO0098                          STATION RECOVERY (1966)
 JO0098
 JO0098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JO0098'MARK NOT FOUND.
 JO0098
 JO0098                          STATION RECOVERY (2012)
 JO0098
 JO0098'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 JO0098'THE CULVERT INTO WHICH THE STATION WAS SET HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0150 ***********************************************************************
 KO0150  DESIGNATION -  6187
 KO0150  PID         -  KO0150
 KO0150  STATE/COUNTY-  UT/MILLARD
 KO0150  COUNTRY     -  US
 KO0150  USGS QUAD   -  SCIPIO LAKE (2017)
 KO0150
 KO0150                         *CURRENT SURVEY CONTROL
 KO0150  ______________________________________________________________________
 KO0150* NAD 83(1986) POSITION- 39 01 14.     (N) 112 02 03.     (W)   SCALED
 KO0150* NAVD 88 ORTHO HEIGHT -  1886.706 (meters)     6189.97  (feet) ADJUSTED
 KO0150  ______________________________________________________________________
 KO0150  GEOID HEIGHT    -        -18.241 (meters)                     GEOID18
 KO0150  DYNAMIC HEIGHT  -       1884.732 (meters)     6183.49  (feet) COMP
 KO0150  MODELED GRAVITY -    979,514.2   (mgal)                       NAVD 88
 KO0150
 KO0150  VERT ORDER      -  SECOND    CLASS 0
 KO0150
 KO0150.The horizontal coordinates were scaled from a map and have
 KO0150.an estimated accuracy of +/- 6 seconds.
 KO0150
 KO0150.The orthometric height was determined by differential leveling and
 KO0150.adjusted by the NATIONAL GEODETIC SURVEY
 KO0150.in June 1991.
 KO0150
 KO0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0150.GEOID18 height accuracy estimate available here.
 KO0150
 KO0150.Click photographs - Photos may exist for this station.
 KO0150
 KO0150.The dynamic height is computed by dividing the NAVD 88
 KO0150.geopotential number by the normal gravity value computed on the
 KO0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0150.degrees latitude (g = 980.6199 gals.).
 KO0150
 KO0150.The modeled gravity was interpolated from observed gravity values.
 KO0150
 KO0150;                    North         East    Units  Estimated Accuracy
 KO0150;SPC UT C     - 2,076,430.      453,740.      MT  (+/- 180 meters Scaled)
 KO0150
 KO0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ104195(NAD 83)
 KO0150
 KO0150                          SUPERSEDED SURVEY CONTROL
 KO0150
 KO0150  NGVD 29 (??/??/92) 1885.483  (m)         6185.96   (f) ADJ UNCH    2 0
 KO0150
 KO0150.Superseded values are not recommended for survey control.
 KO0150
 KO0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0150.See file dsdata.pdf to determine how the superseded data were derived.
 KO0150
 KO0150_MARKER: Q = CHISELED SQUARE
 KO0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KO0150_SP_SET: DRAIN PIPE
 KO0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0150
 KO0150  HISTORY     - Date     Condition        Report By
 KO0150  HISTORY     - UNK      MONUMENTED       USGS
 KO0150  HISTORY     - 1934     GOOD             CGS
 KO0150
 KO0150                          STATION DESCRIPTION
 KO0150
 KO0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0150'11.5 MI NW FROM SALINA.
 KO0150'IN MILLARD COUNTY, ABOUT 11.5 MILES NORTHWEST ALONG U.S. HIGHWAY 89
 KO0150'AND STATE HIGHWAY 63 FROM THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KO0150'STATION AT SALINA, SEVIER COUNTY, AT THE NORTHEAST EDGE OF AN ANGLE IN
 KO0150'THE HIGHWAY, AND ON THE TOP OF A DRAIN PIPE.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0120 ***********************************************************************
 JN0120  DESIGNATION -  6193
 JN0120  PID         -  JN0120
 JN0120  STATE/COUNTY-  UT/EMERY
 JN0120  COUNTRY     -  US
 JN0120  USGS QUAD   -  EMERY EAST (2017)
 JN0120
 JN0120                         *CURRENT SURVEY CONTROL
 JN0120  ______________________________________________________________________
 JN0120* NAD 83(1986) POSITION- 38 57 14.     (N) 111 12 18.     (W)   SCALED
 JN0120* NAVD 88 ORTHO HEIGHT -  1889.466 (meters)     6199.02  (feet) ADJUSTED
 JN0120  ______________________________________________________________________
 JN0120  GEOID HEIGHT    -        -17.663 (meters)                     GEOID18
 JN0120  DYNAMIC HEIGHT  -       1887.443 (meters)     6192.39  (feet) COMP
 JN0120  MODELED GRAVITY -    979,489.9   (mgal)                       NAVD 88
 JN0120
 JN0120  VERT ORDER      -  SECOND    CLASS 0
 JN0120
 JN0120.The horizontal coordinates were scaled from a map and have
 JN0120.an estimated accuracy of +/- 6 seconds.
 JN0120
 JN0120.The orthometric height was determined by differential leveling and
 JN0120.adjusted by the NATIONAL GEODETIC SURVEY
 JN0120.in June 1991.
 JN0120
 JN0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0120.GEOID18 height accuracy estimate available here.
 JN0120
 JN0120.Click photographs - Photos may exist for this station.
 JN0120
 JN0120.The dynamic height is computed by dividing the NAVD 88
 JN0120.geopotential number by the normal gravity value computed on the
 JN0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0120.degrees latitude (g = 980.6199 gals.).
 JN0120
 JN0120.The modeled gravity was interpolated from observed gravity values.
 JN0120
 JN0120;                    North         East    Units  Estimated Accuracy
 JN0120;SPC UT C     - 2,068,940.      525,570.      MT  (+/- 180 meters Scaled)
 JN0120
 JN0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ822116(NAD 83)
 JN0120
 JN0120                          SUPERSEDED SURVEY CONTROL
 JN0120
 JN0120  NGVD 29 (??/??/92) 1888.279  (m)         6195.13   (f) ADJ UNCH    2 0
 JN0120
 JN0120.Superseded values are not recommended for survey control.
 JN0120
 JN0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0120.See file dsdata.pdf to determine how the superseded data were derived.
 JN0120
 JN0120_MARKER: DB = BENCH MARK DISK
 JN0120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JN0120_SP_SET: ABUTMENT
 JN0120_STAMPING: NO.11 6193
 JN0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JN0120
 JN0120  HISTORY     - Date     Condition        Report By
 JN0120  HISTORY     - UNK      MONUMENTED       USGS
 JN0120  HISTORY     - 1934     GOOD             CGS
 JN0120
 JN0120                          STATION DESCRIPTION
 JN0120
 JN0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0120'3.3 MI N FROM EMERY.
 JN0120'ABOUT 3.3 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL AT
 JN0120'EMERY, EMERY COUNTY, AT A BRIDGE ACROSS MUDDY CREEK, AND IN THE TOP OF
 JN0120'THE NORTHEAST ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JN0120'DISK, STAMPED NO.11 6193.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0124 ***********************************************************************
 JN0124  DESIGNATION -  6197
 JN0124  PID         -  JN0124
 JN0124  STATE/COUNTY-  UT/EMERY
 JN0124  COUNTRY     -  US
 JN0124  USGS QUAD   -  EMERY WEST (2017)
 JN0124
 JN0124                         *CURRENT SURVEY CONTROL
 JN0124  ______________________________________________________________________
 JN0124* NAD 83(1986) POSITION- 38 53 55.     (N) 111 15 25.     (W)   SCALED
 JN0124* NAVD 88 ORTHO HEIGHT -  1890.765 (meters)     6203.28  (feet) ADJUSTED
 JN0124  ______________________________________________________________________
 JN0124  GEOID HEIGHT    -        -17.743 (meters)                     GEOID18
 JN0124  DYNAMIC HEIGHT  -       1888.738 (meters)     6196.63  (feet) COMP
 JN0124  MODELED GRAVITY -    979,488.8   (mgal)                       NAVD 88
 JN0124
 JN0124  VERT ORDER      -  SECOND    CLASS 0
 JN0124
 JN0124.The horizontal coordinates were scaled from a map and have
 JN0124.an estimated accuracy of +/- 6 seconds.
 JN0124
 JN0124.The orthometric height was determined by differential leveling and
 JN0124.adjusted by the NATIONAL GEODETIC SURVEY
 JN0124.in June 1991.
 JN0124
 JN0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0124.GEOID18 height accuracy estimate available here.
 JN0124
 JN0124.Click photographs - Photos may exist for this station.
 JN0124
 JN0124.The dynamic height is computed by dividing the NAVD 88
 JN0124.geopotential number by the normal gravity value computed on the
 JN0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0124.degrees latitude (g = 980.6199 gals.).
 JN0124
 JN0124.The modeled gravity was interpolated from observed gravity values.
 JN0124
 JN0124;                    North         East    Units  Estimated Accuracy
 JN0124;SPC UT C     - 2,062,790.      521,090.      MT  (+/- 180 meters Scaled)
 JN0124
 JN0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ777055(NAD 83)
 JN0124
 JN0124                          SUPERSEDED SURVEY CONTROL
 JN0124
 JN0124  NGVD 29 (??/??/92) 1889.578  (m)         6199.39   (f) ADJ UNCH    2 0
 JN0124
 JN0124.Superseded values are not recommended for survey control.
 JN0124
 JN0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0124.See file dsdata.pdf to determine how the superseded data were derived.
 JN0124
 JN0124_MARKER: P = PIPE CAP
 JN0124_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JN0124_STAMPING: 6197
 JN0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0124
 JN0124  HISTORY     - Date     Condition        Report By
 JN0124  HISTORY     - UNK      MONUMENTED       USGS
 JN0124  HISTORY     - 1934     GOOD             CGS
 JN0124
 JN0124                          STATION DESCRIPTION
 JN0124
 JN0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0124'1.9 MI S FROM EMERY.
 JN0124'ABOUT 1.9 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL AT
 JN0124'EMERY, EMERY COUNTY, ABOUT 130 FEET SOUTH OF A CURVE LEADING
 JN0124'NORTHWEST, 44 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT
 JN0124'WEST OF A FENCE LINE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 JN0124'STAMPED 6197 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0417 ***********************************************************************
 KM0417  DESIGNATION -  62 FMK
 KM0417  PID         -  KM0417
 KM0417  STATE/COUNTY-  UT/GRAND
 KM0417  COUNTRY     -  US
 KM0417  USGS QUAD   -  FLUME CANYON (2017)
 KM0417
 KM0417                         *CURRENT SURVEY CONTROL
 KM0417  ______________________________________________________________________
 KM0417* NAD 83(1986) POSITION- 39 09 24.3    (N) 109 23 17.7    (W)   HD_HELD2
 KM0417* NAVD 88 ORTHO HEIGHT -  1607.391 (meters)     5273.58  (feet) POSTED
 KM0417  ______________________________________________________________________
 KM0417  GEOID HEIGHT    -        -18.460 (meters)                     GEOID18
 KM0417  DYNAMIC HEIGHT  -       1605.79  (meters)     5268.3   (feet) COMP
 KM0417  MODELED GRAVITY -    979,577.5   (mgal)                       NAVD 88
 KM0417
 KM0417  VERT ORDER      -  * POSTED, SEE BELOW
 KM0417
 KM0417.The horizontal coordinates were established by autonomous hand held GPS
 KM0417.observations and have an estimated accuracy of +/- 10 meters.
 KM0417
 KM0417.The orthometric height was determined by differential leveling
 KM0417.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0417
 KM0417.* This is a POSTED BENCH MARK height.
 KM0417
 KM0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0417.GEOID18 height accuracy estimate available here.
 KM0417
 KM0417.Click photographs - Photos may exist for this station.
 KM0417
 KM0417.The dynamic height is computed by dividing the NAVD 88
 KM0417.geopotential number by the normal gravity value computed on the
 KM0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0417.degrees latitude (g = 980.6199 gals.).
 KM0417
 KM0417.The modeled gravity was interpolated from observed gravity values.
 KM0417
 KM0417;                    North         East    Units  Estimated Accuracy
 KM0417;SPC UT C     - 2,093,570.      682,506.      MT  (+/- 10 meters HH2 GPS)
 KM0417
 KM0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ3925935408(NAD 83)
 KM0417
 KM0417                          SUPERSEDED SURVEY CONTROL
 KM0417
 KM0417.No superseded survey control is available for this station.
 KM0417
 KM0417_MARKER: DD = SURVEY DISK
 KM0417_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0417_STAMPING: 62 FMK 1969 5270
 KM0417_MARK LOGO: USGS
 KM0417_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0417+SATELLITE: SATELLITE OBSERVATIONS - 1969
 KM0417
 KM0417  HISTORY     - Date     Condition        Report By
 KM0417  HISTORY     - 1969     MONUMENTED       USGS
 KM0417
 KM0417                          STATION DESCRIPTION
 KM0417
 KM0417'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0417'FROM THE POST OFFICE IN CISCO, UTAH, PROCEED 5.6 MILES NORTHEAST
 KM0417'ALONG U. S. HIGHWAYS 6 AND 50, THENCE 13.4 MILES NORTHWEST ALONG
 KM0417'COUNTY ROAD, THENCE 2.5 MILES EAST ALONG A DIM 4-WHEEL DRIVE TRACK
 KM0417'ROAD TO A SMALL RIDGE, 1.1 MILES SOUTHWEST OF SECTION CORNER
 KM0417'T19S/R23E/9/10/16/15, 350 FEET SOUTHEAST OF THE BASE OF A LARGE
 KM0417'MOUNTAIN, 300 FEET NORTHEAST OF A DRAIN, 105 FEET NORTHEAST OF AN
 KM0417'ABANDONED TRACK ROAD, 91 FEET SOUTHWEST OF A CAIRN, 54 FEET NORTHEAST
 KM0417'OF A LARGE JUNIPER CLUMP, WITNESS POST SET NEAR BENCH MARK, SET ON 5
 KM0417'FEET OF COPPER-COATED STEEL ROD ENCASED IN A 6-INCH CONCRETE PIPE
 KM0417'WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0076 ***********************************************************************
 JO0076  DESIGNATION -  6202
 JO0076  PID         -  JO0076
 JO0076  STATE/COUNTY-  UT/PIUTE
 JO0076  COUNTRY     -  US
 JO0076  USGS QUAD   -  PIUTE RESERVOIR (2017)
 JO0076
 JO0076                         *CURRENT SURVEY CONTROL
 JO0076  ______________________________________________________________________
 JO0076* NAD 83(1986) POSITION- 38 20 49.4    (N) 112 12 36.7    (W)   HD_HELD2
 JO0076* NAVD 88 ORTHO HEIGHT -  1891.302 (meters)     6205.05  (feet) ADJUSTED
 JO0076  ______________________________________________________________________
 JO0076  GEOID HEIGHT    -        -19.050 (meters)                     GEOID18
 JO0076  DYNAMIC HEIGHT  -       1889.128 (meters)     6197.91  (feet) COMP
 JO0076  MODELED GRAVITY -    979,412.7   (mgal)                       NAVD 88
 JO0076
 JO0076  VERT ORDER      -  SECOND    CLASS 0
 JO0076
 JO0076.The horizontal coordinates were established by autonomous hand held GPS
 JO0076.observations and have an estimated accuracy of +/- 10 meters.
 JO0076
 JO0076.The orthometric height was determined by differential leveling and
 JO0076.adjusted by the NATIONAL GEODETIC SURVEY
 JO0076.in June 1991.
 JO0076
 JO0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0076.GEOID18 height accuracy estimate available here.
 JO0076
 JO0076.Click photographs - Photos may exist for this station.
 JO0076
 JO0076.The dynamic height is computed by dividing the NAVD 88
 JO0076.geopotential number by the normal gravity value computed on the
 JO0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0076.degrees latitude (g = 980.6199 gals.).
 JO0076
 JO0076.The modeled gravity was interpolated from observed gravity values.
 JO0076
 JO0076;                    North         East    Units  Estimated Accuracy
 JO0076;SPC UT S     - 3,186,737.      437,918.      MT  (+/- 10 meters HH2 GPS)
 JO0076
 JO0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH9424945015(NAD 83)
 JO0076
 JO0076                          SUPERSEDED SURVEY CONTROL
 JO0076
 JO0076  NGVD 29 (??/??/92) 1890.032  (m)         6200.88   (f) ADJ UNCH    2 0
 JO0076
 JO0076.Superseded values are not recommended for survey control.
 JO0076
 JO0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0076.See file dsdata.pdf to determine how the superseded data were derived.
 JO0076
 JO0076_MARKER: Q = CHISELED SQUARE
 JO0076_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0076_SP_SET: CULVERT HEADWALL
 JO0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0076+STABILITY: SURFACE MOTION
 JO0076
 JO0076  HISTORY     - Date     Condition        Report By
 JO0076  HISTORY     - UNK      MONUMENTED       USGS
 JO0076  HISTORY     - 1943     GOOD             CGS
 JO0076
 JO0076                          STATION DESCRIPTION
 JO0076
 JO0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JO0076'7.9 MI S FROM MARYSVALE.
 JO0076'ABOUT 7.9 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE DENVER AND RIO
 JO0076'GRANDE WESTERN RAILROAD STATION AT MARYSVALE, PIUTE COUNTY, AT A
 JO0076'CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF THE EAST HEAD WALL.
 JO0076'A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0598 ***********************************************************************
 LO0598  DESIGNATION -  6204
 LO0598  PID         -  LO0598
 LO0598  STATE/COUNTY-  UT/SALT LAKE
 LO0598  COUNTRY     -  US
 LO0598  USGS QUAD   -  MOUNT AIRE (2017)
 LO0598
 LO0598                         *CURRENT SURVEY CONTROL
 LO0598  ______________________________________________________________________
 LO0598* NAD 83(1986) POSITION- 40 44 26.     (N) 111 40 03.     (W)   SCALED
 LO0598* NAVD 88 ORTHO HEIGHT -  1892.858 (meters)     6210.15  (feet) POSTED
 LO0598  ______________________________________________________________________
 LO0598  GEOID HEIGHT    -        -15.835 (meters)                     GEOID18
 LO0598  DYNAMIC HEIGHT  -       1891.13  (meters)     6204.5   (feet) COMP
 LO0598  MODELED GRAVITY -    979,642.3   (mgal)                       NAVD 88
 LO0598
 LO0598  VERT ORDER      -  * POSTED, SEE BELOW
 LO0598
 LO0598.The horizontal coordinates were scaled from a map and have
 LO0598.an estimated accuracy of +/- 6 seconds.
 LO0598
 LO0598.The orthometric height was determined by differential leveling
 LO0598.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LO0598
 LO0598.* This is a POSTED BENCH MARK height.
 LO0598
 LO0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0598.GEOID18 height accuracy estimate available here.
 LO0598
 LO0598.Click photographs - Photos may exist for this station.
 LO0598
 LO0598.The dynamic height is computed by dividing the NAVD 88
 LO0598.geopotential number by the normal gravity value computed on the
 LO0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0598.degrees latitude (g = 980.6199 gals.).
 LO0598
 LO0598.The modeled gravity was interpolated from observed gravity values.
 LO0598
 LO0598;                    North         East    Units  Estimated Accuracy
 LO0598;SPC UT C     - 2,267,270.      485,850.      MT  (+/- 180 meters Scaled)
 LO0598
 LO0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL436101(NAD 83)
 LO0598
 LO0598                          SUPERSEDED SURVEY CONTROL
 LO0598
 LO0598  NGVD 29 (??/??/92) 1891.672  (m)         6206.26   (f) ADJ UNCH    2 0
 LO0598
 LO0598.Superseded values are not recommended for survey control.
 LO0598
 LO0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0598.See file dsdata.pdf to determine how the superseded data were derived.
 LO0598
 LO0598_MARKER: P = PIPE CAP
 LO0598_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0598_STAMPING: 6204 SLAK
 LO0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0598
 LO0598  HISTORY     - Date     Condition        Report By
 LO0598  HISTORY     - 1910     MONUMENTED       USGS
 LO0598  HISTORY     - 1960     GOOD             CGS
 LO0598  HISTORY     - 20120424 MARK NOT FOUND   GEOCAC
 LO0598
 LO0598                          STATION DESCRIPTION
 LO0598
 LO0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LO0598'IN BARCLAY.
 LO0598'AT BARCLAY, SALT LAKE COUNTY, 4-1/2 RAILS NORTHEAST OF THE DENVER AND
 LO0598'RIO GRANDE WESTERN RAILROAD WATER TANK, AND 62 FEET NORTHWEST OF THE
 LO0598'MAIN TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 LO0598'6204 SLAK AND FASTENED ON THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE--
 LO0598'THE HIGHWAY STOREHOUSE IS NO LONGER IN EXISTENCE.  THE RAILROAD HAS
 LO0598'BEEN ABANDONED, HOWEVER THE RAILROAD BED IS DISCERNABLE.  THE MARK IS
 LO0598'ABOUT 700 FEET NORTH OF AND ACROSS U.S. HIGHWAY 40 FROM A SAMLL CAFE
 LO0598'THAT IS AT THE SITE OF THE OLD ANDERSON RANCH HOUSE.
 LO0598
 LO0598                          STATION RECOVERY (2012)
 LO0598
 LO0598'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 LO0598'THE COORDINATES GIVEN FOR THIS MARK APPEAR TO BE IN ERROR. THEY PLACE
 LO0598'THE MARK WELL EAST OF SUMMIT COUNTY IN SALT LAKE COUNTY AT THE MOUTH
 LO0598'OF LAMB'S CANYON. NONE OF THE ITEMS MENTIONED IN THE DESCRIPTION ARE
 LO0598'PRESENT AT THIS SITE ALTHOUGH THE RAILROAD DID PASS NEAR THIS POINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0133 ***********************************************************************
 JN0133  DESIGNATION -  6220
 JN0133  PID         -  JN0133
 JN0133  STATE/COUNTY-  UT/SEVIER
 JN0133  COUNTRY     -  US
 JN0133  USGS QUAD   -  WALKER FLAT (2017)
 JN0133
 JN0133                         *CURRENT SURVEY CONTROL
 JN0133  ______________________________________________________________________
 JN0133* NAD 83(1986) POSITION- 38 47 35.5    (N) 111 20 19.2    (W)   HD_HELD2
 JN0133* NAVD 88 ORTHO HEIGHT -  1897.502 (meters)     6225.39  (feet) ADJUSTED
 JN0133  ______________________________________________________________________
 JN0133  GEOID HEIGHT    -        -17.841 (meters)                     GEOID18
 JN0133  DYNAMIC HEIGHT  -       1895.423 (meters)     6218.57  (feet) COMP
 JN0133  MODELED GRAVITY -    979,465.5   (mgal)                       NAVD 88
 JN0133
 JN0133  VERT ORDER      -  SECOND    CLASS 0
 JN0133
 JN0133.The horizontal coordinates were established by autonomous hand held GPS
 JN0133.observations and have an estimated accuracy of +/- 10 meters.
 JN0133
 JN0133.The orthometric height was determined by differential leveling and
 JN0133.adjusted by the NATIONAL GEODETIC SURVEY
 JN0133.in June 1991.
 JN0133
 JN0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0133.GEOID18 height accuracy estimate available here.
 JN0133
 JN0133.Click photographs - Photos may exist for this station.
 JN0133
 JN0133.The dynamic height is computed by dividing the NAVD 88
 JN0133.geopotential number by the normal gravity value computed on the
 JN0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0133.degrees latitude (g = 980.6199 gals.).
 JN0133
 JN0133.The modeled gravity was interpolated from observed gravity values.
 JN0133
 JN0133;                    North         East    Units  Estimated Accuracy
 JN0133;SPC UT C     - 2,051,068.      514,017.      MT  (+/- 10 meters HH2 GPS)
 JN0133
 JN0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH7058993882(NAD 83)
 JN0133
 JN0133                          SUPERSEDED SURVEY CONTROL
 JN0133
 JN0133  NGVD 29 (??/??/92) 1896.269  (m)         6221.34   (f) ADJ UNCH    2 0
 JN0133
 JN0133.Superseded values are not recommended for survey control.
 JN0133
 JN0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0133.See file dsdata.pdf to determine how the superseded data were derived.
 JN0133
 JN0133_MARKER: DB = BENCH MARK DISK
 JN0133_SETTING: 80 = SET IN A BOULDER
 JN0133_STAMPING: NO. 16 6220 1923
 JN0133_MARK LOGO: USGS
 JN0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0133+STABILITY: SURFACE MOTION
 JN0133
 JN0133  HISTORY     - Date     Condition        Report By
 JN0133  HISTORY     - 1923     MONUMENTED       USGS
 JN0133  HISTORY     - 1934     GOOD             CGS
 JN0133
 JN0133                          STATION DESCRIPTION
 JN0133
 JN0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0133'11.4 MI S FROM EMERY.
 JN0133'IN SEVIER COUNTY, ABOUT 11.4 MILES SOUTH ALONG STATE HIGHWAY 10 FROM
 JN0133'THE PUBLIC SCHOOL AT EMERY, EMERY COUNTY, ABOUT 0.1 MILE SOUTH AND
 JN0133'WEST OF THE PEACOCK RANCH HOUSE, ON THE OPPOSITE SIDE OF THE HIGHWAY,
 JN0133'ABOUT 300 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 80 FEET
 JN0133'NORTH OF THE BOTTOM BENCH, IN THE TOP OF A LAVA BOULDER, AND ABOUT 3
 JN0133'FEET ABOVE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 JN0133'STAMPED NO. 16 6220 1923.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0418 ***********************************************************************
 LO0418  DESIGNATION -  6227
 LO0418  PID         -  LO0418
 LO0418  STATE/COUNTY-  UT/WASATCH
 LO0418  COUNTRY     -  US
 LO0418  USGS QUAD   -  CENTER CREEK (2017)
 LO0418
 LO0418                         *CURRENT SURVEY CONTROL
 LO0418  ______________________________________________________________________
 LO0418* NAD 83(1986) POSITION- 40 25 28.     (N) 111 20 43.     (W)   SCALED
 LO0418* NAVD 88 ORTHO HEIGHT -  1899.821 (meters)     6233.00  (feet) ADJUSTED
 LO0418  ______________________________________________________________________
 LO0418  GEOID HEIGHT    -        -15.483 (meters)                     GEOID18
 LO0418  DYNAMIC HEIGHT  -       1898.007 (meters)     6227.04  (feet) COMP
 LO0418  MODELED GRAVITY -    979,602.8   (mgal)                       NAVD 88
 LO0418
 LO0418  VERT ORDER      -  SECOND    CLASS 0
 LO0418
 LO0418.The horizontal coordinates were scaled from a map and have
 LO0418.an estimated accuracy of +/- 6 seconds.
 LO0418
 LO0418.The orthometric height was determined by differential leveling and
 LO0418.adjusted by the NATIONAL GEODETIC SURVEY
 LO0418.in June 1991.
 LO0418
 LO0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0418.GEOID18 height accuracy estimate available here.
 LO0418
 LO0418.Click photographs - Photos may exist for this station.
 LO0418
 LO0418.The dynamic height is computed by dividing the NAVD 88
 LO0418.geopotential number by the normal gravity value computed on the
 LO0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0418.degrees latitude (g = 980.6199 gals.).
 LO0418
 LO0418.The modeled gravity was interpolated from observed gravity values.
 LO0418
 LO0418;                    North         East    Units  Estimated Accuracy
 LO0418;SPC UT C     - 2,232,170.      513,130.      MT  (+/- 180 meters Scaled)
 LO0418
 LO0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK707749(NAD 83)
 LO0418
 LO0418                          SUPERSEDED SURVEY CONTROL
 LO0418
 LO0418  NGVD 29 (??/??/92) 1898.574  (m)         6228.90   (f) ADJ UNCH    2 0
 LO0418
 LO0418.Superseded values are not recommended for survey control.
 LO0418
 LO0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0418.See file dsdata.pdf to determine how the superseded data were derived.
 LO0418
 LO0418_MARKER: P = PIPE CAP
 LO0418_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0418_STAMPING: 6227 SLAK
 LO0418_MARK LOGO: USGS
 LO0418_MAGNETIC: P = MARKER IS A STEEL PIPE
 LO0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0418
 LO0418  HISTORY     - Date     Condition        Report By
 LO0418  HISTORY     - 1900     MONUMENTED       USGS
 LO0418  HISTORY     - 1934     GOOD             CGS
 LO0418  HISTORY     - 1964     MARK NOT FOUND   CGS
 LO0418
 LO0418                          STATION DESCRIPTION
 LO0418
 LO0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0418'7.1 MI SE FROM HEBER.
 LO0418'7.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0418'HEBER, WASATCH COUNTY, ABOUT 3 MILES SOUTH OF THE MOUTH OF DANIELS
 LO0418'CANYON, ABOUT 400 FEET EAST OF A CREEK, 15 FEET EAST OF THE HIGHWAY,
 LO0418'AND ON A ROCK BENCH.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 LO0418'STAMPED 6227 SLAK AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 LO0418
 LO0418                          STATION RECOVERY (1964)
 LO0418
 LO0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LO0418'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0151 ***********************************************************************
 KO0151  DESIGNATION -  6255
 KO0151  PID         -  KO0151
 KO0151  STATE/COUNTY-  UT/MILLARD
 KO0151  COUNTRY     -  US
 KO0151  USGS QUAD   -  SCIPIO LAKE (2017)
 KO0151
 KO0151                         *CURRENT SURVEY CONTROL
 KO0151  ______________________________________________________________________
 KO0151* NAD 83(1986) POSITION- 39 00 25.     (N) 112 01 43.     (W)   SCALED
 KO0151* NAVD 88 ORTHO HEIGHT -  1907.359 (meters)     6257.73  (feet) ADJUSTED
 KO0151  ______________________________________________________________________
 KO0151  GEOID HEIGHT    -        -18.266 (meters)                     GEOID18
 KO0151  DYNAMIC HEIGHT  -       1905.359 (meters)     6251.17  (feet) COMP
 KO0151  MODELED GRAVITY -    979,511.0   (mgal)                       NAVD 88
 KO0151
 KO0151  VERT ORDER      -  SECOND    CLASS 0
 KO0151
 KO0151.The horizontal coordinates were scaled from a map and have
 KO0151.an estimated accuracy of +/- 6 seconds.
 KO0151
 KO0151.The orthometric height was determined by differential leveling and
 KO0151.adjusted by the NATIONAL GEODETIC SURVEY
 KO0151.in June 1991.
 KO0151
 KO0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0151.GEOID18 height accuracy estimate available here.
 KO0151
 KO0151.Click photographs - Photos may exist for this station.
 KO0151
 KO0151.The dynamic height is computed by dividing the NAVD 88
 KO0151.geopotential number by the normal gravity value computed on the
 KO0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0151.degrees latitude (g = 980.6199 gals.).
 KO0151
 KO0151.The modeled gravity was interpolated from observed gravity values.
 KO0151
 KO0151;                    North         East    Units  Estimated Accuracy
 KO0151;SPC UT C     - 2,074,920.      454,210.      MT  (+/- 180 meters Scaled)
 KO0151
 KO0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ109180(NAD 83)
 KO0151
 KO0151                          SUPERSEDED SURVEY CONTROL
 KO0151
 KO0151  NGVD 29 (??/??/92) 1906.132  (m)         6253.70   (f) ADJ UNCH    2 0
 KO0151
 KO0151.Superseded values are not recommended for survey control.
 KO0151
 KO0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0151.See file dsdata.pdf to determine how the superseded data were derived.
 KO0151
 KO0151_MARKER: N = NAIL
 KO0151_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 KO0151_SP_SET: TREE STUMP
 KO0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0151
 KO0151  HISTORY     - Date     Condition        Report By
 KO0151  HISTORY     - UNK      MONUMENTED       USGS
 KO0151  HISTORY     - 1934     GOOD             CGS
 KO0151
 KO0151                          STATION DESCRIPTION
 KO0151
 KO0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0151'10.4 MI NW FROM SALINA.
 KO0151'IN MILLARD COUNTY, ABOUT 10.4 MILES NORTHWEST ALONG U.S. HIGHWAY 89
 KO0151'AND STATE HIGHWAY 63 FROM THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KO0151'STATION AT SALINA, SEVIER COUNTY, AND IN A TREE STUMP.  A UNITED
 KO0151'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0261 ***********************************************************************
 MR0261  DESIGNATION -  6256=B 13
 MR0261  PID         -  MR0261
 MR0261  STATE/COUNTY-  UT/RICH
 MR0261  COUNTRY     -  US
 MR0261  USGS QUAD   -  SAGE CREEK (2017)
 MR0261
 MR0261                         *CURRENT SURVEY CONTROL
 MR0261  ______________________________________________________________________
 MR0261* NAD 83(1986) POSITION- 41 45 45.     (N) 111 07 42.     (W)   SCALED
 MR0261* NAVD 88 ORTHO HEIGHT -  1908.933 (meters)     6262.89  (feet) ADJUSTED
 MR0261  ______________________________________________________________________
 MR0261  GEOID HEIGHT    -        -14.651 (meters)                     GEOID18
 MR0261  DYNAMIC HEIGHT  -       1907.350 (meters)     6257.70  (feet) COMP
 MR0261  MODELED GRAVITY -    979,725.7   (mgal)                       NAVD 88
 MR0261
 MR0261  VERT ORDER      -  SECOND    CLASS 0
 MR0261
 MR0261.The horizontal coordinates were scaled from a map and have
 MR0261.an estimated accuracy of +/- 6 seconds.
 MR0261
 MR0261.The orthometric height was determined by differential leveling and
 MR0261.adjusted by the NATIONAL GEODETIC SURVEY
 MR0261.in June 1991.
 MR0261
 MR0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0261.GEOID18 height accuracy estimate available here.
 MR0261
 MR0261.Click photographs - Photos may exist for this station.
 MR0261
 MR0261.The dynamic height is computed by dividing the NAVD 88
 MR0261.geopotential number by the normal gravity value computed on the
 MR0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0261.degrees latitude (g = 980.6199 gals.).
 MR0261
 MR0261.The modeled gravity was interpolated from observed gravity values.
 MR0261
 MR0261;                    North         East    Units  Estimated Accuracy
 MR0261;SPC UT N     - 1,158,780.      530,910.      MT  (+/- 180 meters Scaled)
 MR0261
 MR0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM893234(NAD 83)
 MR0261
 MR0261                          SUPERSEDED SURVEY CONTROL
 MR0261
 MR0261  NGVD 29 (??/??/92) 1907.646  (m)         6258.67   (f) ADJ UNCH    2 0
 MR0261
 MR0261.Superseded values are not recommended for survey control.
 MR0261
 MR0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0261.See file dsdata.pdf to determine how the superseded data were derived.
 MR0261
 MR0261_MARKER: P = PIPE CAP
 MR0261_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MR0261_STAMPING: 6256 B 13 1909
 MR0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0261
 MR0261  HISTORY     - Date     Condition        Report By
 MR0261  HISTORY     - 1909     MONUMENTED       USGS
 MR0261  HISTORY     - 1934     GOOD             CGS
 MR0261
 MR0261                          STATION DESCRIPTION
 MR0261
 MR0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0261'IN SAGE CREEK JUNCTION.
 MR0261'AT SAGE CREEK JUNCTION, RICH COUNTY, ON U.S. HIGHWAY 89, AT THE
 MR0261'JUNCTION WITH THE HIGHWAY LEADING TO COKEVILLE, WYOMING, ABOUT 250
 MR0261'FEET WEST OF THE SCHOOLHOUSE, AND AT THE WEST EDGE OF THE HIGHWAY
 MR0261'LEADING TO COKEVILLE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 MR0261'STAMPED 6256 B 13 1909 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 MR0261'PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0102 ***********************************************************************
 JO0102  DESIGNATION -  6263.7
 JO0102  PID         -  JO0102
 JO0102  STATE/COUNTY-  UT/GARFIELD
 JO0102  COUNTRY     -  US
 JO0102  USGS QUAD   -  BULL RUSH PEAK (2017)
 JO0102
 JO0102                         *CURRENT SURVEY CONTROL
 JO0102  ______________________________________________________________________
 JO0102* NAD 83(1986) POSITION- 38 05 30.     (N) 112 20 16.     (W)   SCALED
 JO0102* NAVD 88 ORTHO HEIGHT -  1910.30  (+/-2cm)     6267.4   (feet) VERTCON3
 JO0102  ______________________________________________________________________
 JO0102  GEOID HEIGHT    -        -19.507 (meters)                     GEOID18
 JO0102  VERT ORDER      -  ? (See Below)
 JO0102
 JO0102.The horizontal coordinates were scaled from a map and have
 JO0102.an estimated accuracy of +/- 6 seconds.
 JO0102
 JO0102.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0102
 JO0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0102.GEOID18 height accuracy estimate available here.
 JO0102
 JO0102.The vertical order pertains to the NGVD 29 superseded value.
 JO0102
 JO0102.Click photographs - Photos may exist for this station.
 JO0102
 JO0102;                    North         East    Units  Estimated Accuracy
 JO0102;SPC UT S     - 3,158,480.      426,510.      MT  (+/- 180 meters Scaled)
 JO0102
 JO0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH826168(NAD 83)
 JO0102
 JO0102                          SUPERSEDED SURVEY CONTROL
 JO0102
 JO0102  NGVD 29 (??/??/92) 1909.059  (m)         6263.30   (f) ADJ UNCH       
 JO0102
 JO0102.Superseded values are not recommended for survey control.
 JO0102
 JO0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0102.See file dsdata.pdf to determine how the superseded data were derived.
 JO0102
 JO0102_MARKER: Q = CHISELED SQUARE
 JO0102_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0102_SP_SET: CULVERT HEADWALL
 JO0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0102+STABILITY: SURFACE MOTION
 JO0102
 JO0102  HISTORY     - Date     Condition        Report By
 JO0102  HISTORY     - UNK      MONUMENTED       USGS
 JO0102  HISTORY     - 1943     GOOD             CGS
 JO0102
 JO0102                          STATION DESCRIPTION
 JO0102
 JO0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JO0102'14.3 MI S FROM JUNCTION.
 JO0102'IN GARFIELD COUNTY, ABOUT 14.3 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM
 JO0102'THE COURTHOUSE AT JUNCTION, PIUTE COUNTY, AT A CONCRETE CULVERT, ON
 JO0102'THE CENTER OF THE TOP OF THE EAST HEAD WALL, AND AT THE EAST EDGE OF
 JO0102'THE HIGHWAY.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0417 ***********************************************************************
 LO0417  DESIGNATION -  6269.3
 LO0417  PID         -  LO0417
 LO0417  STATE/COUNTY-  UT/WASATCH
 LO0417  COUNTRY     -  US
 LO0417  USGS QUAD   -  CENTER CREEK (2017)
 LO0417
 LO0417                         *CURRENT SURVEY CONTROL
 LO0417  ______________________________________________________________________
 LO0417* NAD 83(1986) POSITION- 40 25 12.     (N) 111 20 10.     (W)   SCALED
 LO0417* NAVD 88 ORTHO HEIGHT -  1912.335 (meters)     6274.05  (feet) ADJUSTED
 LO0417  ______________________________________________________________________
 LO0417  GEOID HEIGHT    -        -15.453 (meters)                     GEOID18
 LO0417  DYNAMIC HEIGHT  -       1910.500 (meters)     6268.03  (feet) COMP
 LO0417  MODELED GRAVITY -    979,597.6   (mgal)                       NAVD 88
 LO0417
 LO0417  VERT ORDER      -  SECOND    CLASS 0
 LO0417
 LO0417.The horizontal coordinates were scaled from a map and have
 LO0417.an estimated accuracy of +/- 6 seconds.
 LO0417
 LO0417.The orthometric height was determined by differential leveling and
 LO0417.adjusted by the NATIONAL GEODETIC SURVEY
 LO0417.in June 1991.
 LO0417
 LO0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0417.GEOID18 height accuracy estimate available here.
 LO0417
 LO0417.Click photographs - Photos may exist for this station.
 LO0417
 LO0417.The dynamic height is computed by dividing the NAVD 88
 LO0417.geopotential number by the normal gravity value computed on the
 LO0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0417.degrees latitude (g = 980.6199 gals.).
 LO0417
 LO0417.The modeled gravity was interpolated from observed gravity values.
 LO0417
 LO0417;                    North         East    Units  Estimated Accuracy
 LO0417;SPC UT C     - 2,231,680.      513,910.      MT  (+/- 180 meters Scaled)
 LO0417
 LO0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK714744(NAD 83)
 LO0417
 LO0417                          SUPERSEDED SURVEY CONTROL
 LO0417
 LO0417  NGVD 29 (??/??/92) 1911.078  (m)         6269.93   (f) ADJ UNCH    2 0
 LO0417
 LO0417.Superseded values are not recommended for survey control.
 LO0417
 LO0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0417.See file dsdata.pdf to determine how the superseded data were derived.
 LO0417
 LO0417_MARKER: DD = SURVEY DISK
 LO0417_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0417_SP_SET: CULVERT HEADWALL
 LO0417_STAMPING: 6269.3
 LO0417_MARK LOGO: BPR
 LO0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0417+STABILITY: SURFACE MOTION
 LO0417
 LO0417  HISTORY     - Date     Condition        Report By
 LO0417  HISTORY     - UNK      MONUMENTED       BPR
 LO0417  HISTORY     - 1934     GOOD             CGS
 LO0417  HISTORY     - 1964     MARK NOT FOUND   CGS
 LO0417
 LO0417                          STATION DESCRIPTION
 LO0417
 LO0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0417'7.7 MI SE FROM HEBER.
 LO0417'7.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0417'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0417'NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0417'STAMPED 6269.3.
 LO0417
 LO0417                          STATION RECOVERY (1964)
 LO0417
 LO0417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LO0417'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0134 ***********************************************************************
 KN0134  DESIGNATION -  6282
 KN0134  PID         -  KN0134
 KN0134  STATE/COUNTY-  UT/CARBON
 KN0134  COUNTRY     -  US
 KN0134  USGS QUAD   -  PINNACLE PEAK (2017)
 KN0134
 KN0134                         *CURRENT SURVEY CONTROL
 KN0134  ______________________________________________________________________
 KN0134* NAD 83(1986) POSITION- 39 37 15.     (N) 110 57 00.     (W)   SCALED
 KN0134* NAVD 88 ORTHO HEIGHT -  1916.055 (meters)     6286.26  (feet) ADJUSTED
 KN0134  ______________________________________________________________________
 KN0134  GEOID HEIGHT    -        -16.328 (meters)                     GEOID18
 KN0134  DYNAMIC HEIGHT  -       1914.122 (meters)     6279.92  (feet) COMP
 KN0134  MODELED GRAVITY -    979,549.4   (mgal)                       NAVD 88
 KN0134
 KN0134  VERT ORDER      -  SECOND    CLASS 0
 KN0134
 KN0134.The horizontal coordinates were scaled from a map and have
 KN0134.an estimated accuracy of +/- 6 seconds.
 KN0134
 KN0134.The orthometric height was determined by differential leveling and
 KN0134.adjusted by the NATIONAL GEODETIC SURVEY
 KN0134.in June 1991.
 KN0134
 KN0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0134.GEOID18 height accuracy estimate available here.
 KN0134
 KN0134.Click photographs - Photos may exist for this station.
 KN0134
 KN0134.The dynamic height is computed by dividing the NAVD 88
 KN0134.geopotential number by the normal gravity value computed on the
 KN0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0134.degrees latitude (g = 980.6199 gals.).
 KN0134
 KN0134.The modeled gravity was interpolated from observed gravity values.
 KN0134
 KN0134;                    North         East    Units  Estimated Accuracy
 KN0134;SPC UT C     - 2,143,080.      547,220.      MT  (+/- 180 meters Scaled)
 KN0134
 KN0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ042856(NAD 83)
 KN0134
 KN0134                          SUPERSEDED SURVEY CONTROL
 KN0134
 KN0134  NGVD 29 (??/??/92) 1914.933  (m)         6282.58   (f) ADJ UNCH    2 0
 KN0134
 KN0134.Superseded values are not recommended for survey control.
 KN0134
 KN0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0134.See file dsdata.pdf to determine how the superseded data were derived.
 KN0134
 KN0134_MARKER: DD = SURVEY DISK
 KN0134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0134_SP_SET: PIER
 KN0134_STAMPING: ELEV 6282 FEET
 KN0134_MARK LOGO: USGS
 KN0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0134
 KN0134  HISTORY     - Date     Condition        Report By
 KN0134  HISTORY     - UNK      MONUMENTED       USGS
 KN0134  HISTORY     - 1935     GOOD             CGS
 KN0134
 KN0134                          STATION DESCRIPTION
 KN0134
 KN0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0134'12.2 MI W FROM PRICE.
 KN0134'ABOUT 12.2 MILES WEST ALONG A ROAD AND THE DENVER AND RIO GRANDE
 KN0134'WESTERN RAILROAD FROM PRICE, CARBON COUNTY, AT THE OLD GORDON CREEK
 KN0134'STATION, ABOUT 0.1 MILE WEST OF MILEPOST 9, ABOUT 3 MILES SOUTHWEST OF
 KN0134'A GRAVEL HIGHWAY LEADING TO COALVILLE, AT AN OLD WATER TOWER, AND IN
 KN0134'THE TOP OF THE FOUNDATION OF A CONCRETE PIER.  A UNITED STATES
 KN0134'GEOLOGICAL SURVEY STANDARD DISK, STAMPED ELEV 6282 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0293 ***********************************************************************
 JN0293  DESIGNATION -  6295.90
 JN0293  PID         -  JN0293
 JN0293  STATE/COUNTY-  UT/SEVIER
 JN0293  COUNTRY     -  US
 JN0293  USGS QUAD   -  STEVES MOUNTAIN (2017)
 JN0293
 JN0293                         *CURRENT SURVEY CONTROL
 JN0293  ______________________________________________________________________
 JN0293* NAD 83(1986) POSITION- 38 54 19.     (N) 111 38 16.     (W)   SCALED
 JN0293* NAVD 88 ORTHO HEIGHT -  1915.669 (meters)     6284.99  (feet) ADJUSTED
 JN0293  ______________________________________________________________________
 JN0293  GEOID HEIGHT    -        -17.442 (meters)                     GEOID18
 JN0293  DYNAMIC HEIGHT  -       1913.596 (meters)     6278.19  (feet) COMP
 JN0293  MODELED GRAVITY -    979,477.9   (mgal)                       NAVD 88
 JN0293
 JN0293  VERT ORDER      -  SECOND    CLASS 0
 JN0293
 JN0293.The horizontal coordinates were scaled from a map and have
 JN0293.an estimated accuracy of +/- 6 seconds.
 JN0293
 JN0293.The orthometric height was determined by differential leveling and
 JN0293.adjusted by the NATIONAL GEODETIC SURVEY
 JN0293.in June 1991.
 JN0293
 JN0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0293.GEOID18 height accuracy estimate available here.
 JN0293
 JN0293.Click photographs - Photos may exist for this station.
 JN0293
 JN0293.The dynamic height is computed by dividing the NAVD 88
 JN0293.geopotential number by the normal gravity value computed on the
 JN0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0293.degrees latitude (g = 980.6199 gals.).
 JN0293
 JN0293.The modeled gravity was interpolated from observed gravity values.
 JN0293
 JN0293;                    North         East    Units  Estimated Accuracy
 JN0293;SPC UT C     - 2,063,510.      488,050.      MT  (+/- 180 meters Scaled)
 JN0293
 JN0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ446064(NAD 83)
 JN0293
 JN0293                          SUPERSEDED SURVEY CONTROL
 JN0293
 JN0293  NGVD 29 (??/??/92) 1914.421  (m)         6280.90   (f) ADJ UNCH    2 0
 JN0293
 JN0293.Superseded values are not recommended for survey control.
 JN0293
 JN0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0293.See file dsdata.pdf to determine how the superseded data were derived.
 JN0293
 JN0293_MARKER: DD = SURVEY DISK
 JN0293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JN0293_SP_SET: ABUTMENT
 JN0293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JN0293
 JN0293  HISTORY     - Date     Condition        Report By
 JN0293  HISTORY     - UNK      MONUMENTED       USDA
 JN0293  HISTORY     - 1934     GOOD             CGS
 JN0293  HISTORY     - 1966     MARK NOT FOUND   USGS
 JN0293
 JN0293                          STATION DESCRIPTION
 JN0293
 JN0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0293'15.3 MI E FROM SALINA.
 JN0293'ABOUT 15.3 MILES EAST ALONG STATE HIGHWAY 10 FROM THE DENVER AND RIO
 JN0293'GRANDE WESTERN RAILROAD STATION AT SALINA, SEVIER COUNTY, 12 FEET
 JN0293'NORTH OF THE CENTER LINE OF THE HIGHWAY, AT A CULVERT, AND IN THE TOP
 JN0293'OF THE CONCRETE ABUTMENT.  A UNITED STATES DEPARTMENT OF AGRICULTURE
 JN0293'STANDARD DISK.
 JN0293
 JN0293                          STATION RECOVERY (1966)
 JN0293
 JN0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JN0293'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0418 ***********************************************************************
 KM0418  DESIGNATION -  63 FMK
 KM0418  PID         -  KM0418
 KM0418  STATE/COUNTY-  UT/GRAND
 KM0418  COUNTRY     -  US
 KM0418  USGS QUAD   -  FLUME CANYON (2017)
 KM0418
 KM0418                         *CURRENT SURVEY CONTROL
 KM0418  ______________________________________________________________________
 KM0418* NAD 83(1986) POSITION- 39 09 24.     (N) 109 24 00.     (W)   SCALED
 KM0418* NAVD 88 ORTHO HEIGHT -  1596.551 (meters)     5238.02  (feet) POSTED
 KM0418  ______________________________________________________________________
 KM0418  GEOID HEIGHT    -        -18.458 (meters)                     GEOID18
 KM0418  DYNAMIC HEIGHT  -       1594.96  (meters)     5232.8   (feet) COMP
 KM0418  MODELED GRAVITY -    979,575.0   (mgal)                       NAVD 88
 KM0418
 KM0418  VERT ORDER      -  * POSTED, SEE BELOW
 KM0418
 KM0418.The horizontal coordinates were scaled from a map and have
 KM0418.an estimated accuracy of +/- 6 seconds.
 KM0418
 KM0418.The orthometric height was determined by differential leveling
 KM0418.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0418
 KM0418.* This is a POSTED BENCH MARK height.
 KM0418
 KM0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0418.GEOID18 height accuracy estimate available here.
 KM0418
 KM0418.Click photographs - Photos may exist for this station.
 KM0418
 KM0418.The dynamic height is computed by dividing the NAVD 88
 KM0418.geopotential number by the normal gravity value computed on the
 KM0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0418.degrees latitude (g = 980.6199 gals.).
 KM0418
 KM0418.The modeled gravity was interpolated from observed gravity values.
 KM0418
 KM0418;                    North         East    Units  Estimated Accuracy
 KM0418;SPC UT C     - 2,093,540.      681,490.      MT  (+/- 180 meters Scaled)
 KM0418
 KM0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ382353(NAD 83)
 KM0418
 KM0418                          SUPERSEDED SURVEY CONTROL
 KM0418
 KM0418.No superseded survey control is available for this station.
 KM0418
 KM0418_MARKER: DB = BENCH MARK DISK
 KM0418_SETTING: 66 = SET IN ROCK OUTCROP
 KM0418_STAMPING: 63 FMK 1969 5213
 KM0418_MARK LOGO: USGS
 KM0418_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KM0418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0418+STABILITY: POSITION/ELEVATION WELL
 KM0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0418+SATELLITE: SATELLITE OBSERVATIONS - 1969
 KM0418
 KM0418  HISTORY     - Date     Condition        Report By
 KM0418  HISTORY     - 1969     MONUMENTED       USGS
 KM0418
 KM0418                          STATION DESCRIPTION
 KM0418
 KM0418'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0418'FROM THE POST OFFICE IN CISCO, UTAH, PROCEED 5.6 MILES NORTHEAST
 KM0418'ALONG U. S. HIGHWAYS 6 AND 50, THENCE 13.4 MILES NORTHWEST ALONG
 KM0418'COUNTY ROAD, THENCE 1.3 MILES EAST ALONG A TRACK ROAD TO A DRAIN
 KM0418'FORK, 150 FEET EAST OF DRAIN TRACK ROAD CROSSING, 10 FEET EAST OF THE
 KM0418'CENTERLINE OF THE EAST DRAIN, WITNESS POST SET NEAR BENCH MARK, IN
 KM0418'ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5489 ***********************************************************************
 DR5489  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5489  DESIGNATION -  63 FMK
 DR5489  PID         -  DR5489
 DR5489  STATE/COUNTY-  UT/WEBER
 DR5489  COUNTRY     -  US
 DR5489  USGS QUAD   -  OGDEN BAY (2017)
 DR5489
 DR5489                         *CURRENT SURVEY CONTROL
 DR5489  ______________________________________________________________________
 DR5489* NAD 83(2011) POSITION- 41 14 53.83722(N) 112 13 53.40861(W)   ADJUSTED
 DR5489* NAD 83(2011) ELLIP HT-  1273.457 (meters)        (07/08/20)   ADJUSTED
 DR5489* NAD 83(2011) EPOCH   -  2010.00
 DR5489* NAVD 88 ORTHO HEIGHT -  1290.24  (meters)     4233.1   (feet) GPS OBS
 DR5489  ______________________________________________________________________
 DR5489  GEOID HEIGHT    -        -16.765 (meters)                     GEOID18
 DR5489  NAD 83(2011) X  - -1,817,370.423 (meters)                     COMP
 DR5489  NAD 83(2011) Y  - -4,446,340.522 (meters)                     COMP
 DR5489  NAD 83(2011) Z  -  4,184,033.892 (meters)                     COMP
 DR5489  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 DR5489
 DR5489  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5489  Standards:
 DR5489         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5489            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5489  -------------------------------------------------------------------
 DR5489  NETWORK    0.73   1.37           0.33   0.26   0.70     -0.15079098
 DR5489  -------------------------------------------------------------------
 DR5489  Click here for local accuracies and other accuracy information.
 DR5489
 DR5489.The horizontal coordinates were established by GPS observations
 DR5489.and adjusted by the National Geodetic Survey in July 2020.
 DR5489
 DR5489.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5489.been affixed to the stable North American tectonic plate. See 
 DR5489.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5489
 DR5489.The horizontal coordinates are valid at the epoch date displayed above
 DR5489.which is a decimal equivalence of Year/Month/Day.
 DR5489
 DR5489.The orthometric height was determined by GPS observations and a
 DR5489.high-resolution geoid model using precise GPS observation and
 DR5489.processing techniques.
 DR5489
 DR5489.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5489.GEOID18 height accuracy estimate available here.
 DR5489
 DR5489.Click photographs - Photos may exist for this station.
 DR5489
 DR5489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5489
 DR5489.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5489
 DR5489.The ellipsoidal height was determined by GPS observations
 DR5489.and is referenced to NAD 83.
 DR5489
 DR5489. The following values were computed from the NAD 83(2011) position.
 DR5489
 DR5489;                    North         East     Units Scale Factor Converg.
 DR5489;SPC UT N     - 1,101,863.604   438,689.815   MT  0.99995684   -0 28 56.4
 DR5489;SPC UT N     - 3,615,030.84  1,439,268.17   sFT  0.99995684   -0 28 56.4
 DR5489;UTM  12      - 4,567,051.173   396,817.347   MT  0.99973103   -0 48 43.3
 DR5489
 DR5489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5489!SPC UT N     -   0.99980029  x   0.99995684  =   0.99975714
 DR5489!UTM  12      -   0.99980029  x   0.99973103  =   0.99953137
 DR5489
 DR5489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL9681767051(NAD 83)
 DR5489
 DR5489                          SUPERSEDED SURVEY CONTROL
 DR5489
 DR5489.No superseded survey control is available for this station.
 DR5489
 DR5489_MARKER: DB = BENCH MARK DISK
 DR5489_SETTING: 66 = SET IN ROCK OUTCROP
 DR5489_STAMPING: 63 FMK 1963
 DR5489_MARK LOGO: USGS
 DR5489_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5489_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR5489+STABILITY: POSITION/ELEVATION WELL
 DR5489
 DR5489  HISTORY     - Date     Condition        Report By
 DR5489  HISTORY     - 1963     MONUMENTED       USGS
 DR5489  HISTORY     - 20160707 GOOD             UT-057
 DR5489
 DR5489                          STATION DESCRIPTION
 DR5489
 DR5489'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5489'THE STATION IS LOCATED ABOUT 11.8 MI (19.0 KM) WEST-NORTHWEST OF ROY
 DR5489'PARK ADDITION SUBDIVISION, 11.1 MI (17.9 KM) NORTHWEST OF ROY WEST
 DR5489'SUBDIVISION AND 8.4 MI (13.5 KM) WEST-SOUTHWEST OF PLAIN CITY.
 DR5489'CONTACT THE PROPERTY OWNER AT THE SCALE HOUSE IMMEDIATELY WEST OF THE
 DR5489'STATION TO OBTAIN PERMISSION TO ACCESS THE STATION.
 DR5489'
 DR5489'TO REACH FROM THE INTERSECTION OF 900 SOUTH AND 9900 WEST PROCEED WEST
 DR5489'0.4 MI (0.6 KM) TO A BEND IN ROAD, THENCE SOUTHWESTERLY 0.15 MI (0.24
 DR5489'KM) TO ANOTHER BEND, THENCE WEST O.1 MILES.  TO THE STATION ON THE
 DR5489'LEFT.
 DR5489'
 DR5489'IT IS 225 FT (68.6 M) SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD, 1.1
 DR5489'FT (0.3 M) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0275 ***********************************************************************
 MR0275  DESIGNATION -  6302=B 3
 MR0275  PID         -  MR0275
 MR0275  STATE/COUNTY-  UT/RICH
 MR0275  COUNTRY     -  US
 MR0275  USGS QUAD   -  WOODRUFF (2017)
 MR0275
 MR0275                         *CURRENT SURVEY CONTROL
 MR0275  ______________________________________________________________________
 MR0275* NAD 83(1986) POSITION- 41 34 48.     (N) 111 09 56.     (W)   SCALED
 MR0275* NAVD 88 ORTHO HEIGHT -  1923.364 (meters)     6310.24  (feet) ADJUSTED
 MR0275  ______________________________________________________________________
 MR0275  GEOID HEIGHT    -        -15.073 (meters)                     GEOID18
 MR0275  DYNAMIC HEIGHT  -       1921.697 (meters)     6304.77  (feet) COMP
 MR0275  MODELED GRAVITY -    979,688.3   (mgal)                       NAVD 88
 MR0275
 MR0275  VERT ORDER      -  SECOND    CLASS 0
 MR0275
 MR0275.The horizontal coordinates were scaled from a map and have
 MR0275.an estimated accuracy of +/- 6 seconds.
 MR0275
 MR0275.The orthometric height was determined by differential leveling and
 MR0275.adjusted by the NATIONAL GEODETIC SURVEY
 MR0275.in June 1991.
 MR0275
 MR0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0275.GEOID18 height accuracy estimate available here.
 MR0275
 MR0275.Click photographs - Photos may exist for this station.
 MR0275
 MR0275.The dynamic height is computed by dividing the NAVD 88
 MR0275.geopotential number by the normal gravity value computed on the
 MR0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0275.degrees latitude (g = 980.6199 gals.).
 MR0275
 MR0275.The modeled gravity was interpolated from observed gravity values.
 MR0275
 MR0275;                    North         East    Units  Estimated Accuracy
 MR0275;SPC UT N     - 1,138,500.      527,890.      MT  (+/- 180 meters Scaled)
 MR0275
 MR0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM861031(NAD 83)
 MR0275
 MR0275                          SUPERSEDED SURVEY CONTROL
 MR0275
 MR0275  NGVD 29 (??/??/92) 1922.028  (m)         6305.85   (f) ADJ UNCH    2 0
 MR0275
 MR0275.Superseded values are not recommended for survey control.
 MR0275
 MR0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0275.See file dsdata.pdf to determine how the superseded data were derived.
 MR0275
 MR0275_MARKER: P = PIPE CAP
 MR0275_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MR0275_STAMPING: 6302 B 1909 3
 MR0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0275
 MR0275  HISTORY     - Date     Condition        Report By
 MR0275  HISTORY     - 1909     MONUMENTED       USGS
 MR0275  HISTORY     - 1934     GOOD             CGS
 MR0275
 MR0275                          STATION DESCRIPTION
 MR0275
 MR0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0275'6.3 MI S FROM RANDOLPH.
 MR0275'6.3 MILES SOUTH ALONG STATE HIGHWAY 3 FROM RANDOLPH, ABOUT 4.3 MILES
 MR0275'NORTH OF WOODRUFF, ABOUT 1,500 FEET NORTHWEST OF A LONG CABIN, ON A
 MR0275'SMALL RISE, AND OPPOSITE A BRACED POLE.  A UNITED STATES GEOLOGICAL
 MR0275'SURVEY STANDARD CAP, AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0601 ***********************************************************************
 LO0601  DESIGNATION -  6304
 LO0601  PID         -  LO0601
 LO0601  STATE/COUNTY-  UT/SUMMIT
 LO0601  COUNTRY     -  US
 LO0601  USGS QUAD   -  PARK CITY WEST (2017)
 LO0601
 LO0601                         *CURRENT SURVEY CONTROL
 LO0601  ______________________________________________________________________
 LO0601* NAD 83(1986) POSITION- 40 44 52.     (N) 111 33 53.     (W)   SCALED
 LO0601* NAVD 88 ORTHO HEIGHT -  1923.409 (meters)     6310.38  (feet) POSTED
 LO0601  ______________________________________________________________________
 LO0601  GEOID HEIGHT    -        -15.759 (meters)                     GEOID18
 LO0601  DYNAMIC HEIGHT  -       1921.62  (meters)     6304.5   (feet) COMP
 LO0601  MODELED GRAVITY -    979,626.5   (mgal)                       NAVD 88
 LO0601
 LO0601  VERT ORDER      -  * POSTED, SEE BELOW
 LO0601
 LO0601.The horizontal coordinates were scaled from a map and have
 LO0601.an estimated accuracy of +/- 6 seconds.
 LO0601
 LO0601.The orthometric height was determined by differential leveling
 LO0601.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LO0601
 LO0601.* This is a POSTED BENCH MARK height.
 LO0601
 LO0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0601.GEOID18 height accuracy estimate available here.
 LO0601
 LO0601.Click photographs - Photos may exist for this station.
 LO0601
 LO0601.The dynamic height is computed by dividing the NAVD 88
 LO0601.geopotential number by the normal gravity value computed on the
 LO0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0601.degrees latitude (g = 980.6199 gals.).
 LO0601
 LO0601.The modeled gravity was interpolated from observed gravity values.
 LO0601
 LO0601;                    North         East    Units  Estimated Accuracy
 LO0601;SPC UT N     - 1,046,030.      494,530.      MT  (+/- 180 meters Scaled)
 LO0601
 LO0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL523109(NAD 83)
 LO0601
 LO0601                          SUPERSEDED SURVEY CONTROL
 LO0601
 LO0601  NGVD 29 (??/??/92) 1922.174  (m)         6306.33   (f) ADJ UNCH    2 0
 LO0601
 LO0601.Superseded values are not recommended for survey control.
 LO0601
 LO0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0601.See file dsdata.pdf to determine how the superseded data were derived.
 LO0601
 LO0601_MARKER: P = PIPE CAP
 LO0601_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0601_STAMPING: 6304 SLAK
 LO0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0601
 LO0601  HISTORY     - Date     Condition        Report By
 LO0601  HISTORY     - 1910     MONUMENTED       USGS
 LO0601  HISTORY     - 1934     GOOD             CGS
 LO0601  HISTORY     - 20120424 MARK NOT FOUND   GEOCAC
 LO0601
 LO0601                          STATION DESCRIPTION
 LO0601
 LO0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0601'3.9 MI E FROM ALTUS.
 LO0601'3.9 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 LO0601'THE NORTHEAST PORTAL OF THE TUNNEL AT ALTUS, SUMMIT COUNTY, 1 MILE
 LO0601'SOUTH OF A HIGHWAY STOREHOUSE, AT THE ANDERSON RANCH, AND BEHIND THE
 LO0601'BUILDINGS.  A UNITED STATES GEOLOGICAL SURVEY  STANDARD CAP, STAMPED
 LO0601'6304 SLAK AND FASTENED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 LO0601
 LO0601                          STATION RECOVERY (2012)
 LO0601
 LO0601'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 LO0601'NO TRACE OF ANY OF THE ITEMS SPECIFIED IN THE DESCRIPTION WERE FOUND
 LO0601'AT THIS LOCATION ALTHOUGH RASMUSSEN ROAD APPEARS TO FOLLOW THE OLD
 LO0601'RAILROAD ROADBED. NEW COMMERCIAL BUILDINGS OCCUPY THE SITE WHERE THIS
 LO0601'MARK SHOULD OCCUR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0106 ***********************************************************************
 JO0106  DESIGNATION -  6311.4
 JO0106  PID         -  JO0106
 JO0106  STATE/COUNTY-  UT/GARFIELD
 JO0106  COUNTRY     -  US
 JO0106  USGS QUAD   -  BULL RUSH PEAK (2017)
 JO0106
 JO0106                         *CURRENT SURVEY CONTROL
 JO0106  ______________________________________________________________________
 JO0106* NAD 83(1986) POSITION- 38 03 08.     (N) 112 21 10.     (W)   SCALED
 JO0106* NAVD 88 ORTHO HEIGHT -  1924.847 (meters)     6315.10  (feet) ADJUSTED
 JO0106  ______________________________________________________________________
 JO0106  GEOID HEIGHT    -        -19.637 (meters)                     GEOID18
 JO0106  DYNAMIC HEIGHT  -       1922.580 (meters)     6307.66  (feet) COMP
 JO0106  MODELED GRAVITY -    979,383.3   (mgal)                       NAVD 88
 JO0106
 JO0106  VERT ORDER      -  SECOND    CLASS 0
 JO0106
 JO0106.The horizontal coordinates were scaled from a map and have
 JO0106.an estimated accuracy of +/- 6 seconds.
 JO0106
 JO0106.The orthometric height was determined by differential leveling and
 JO0106.adjusted by the NATIONAL GEODETIC SURVEY
 JO0106.in June 1991.
 JO0106
 JO0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0106.GEOID18 height accuracy estimate available here.
 JO0106
 JO0106.Click photographs - Photos may exist for this station.
 JO0106
 JO0106.The dynamic height is computed by dividing the NAVD 88
 JO0106.geopotential number by the normal gravity value computed on the
 JO0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0106.degrees latitude (g = 980.6199 gals.).
 JO0106
 JO0106.The modeled gravity was interpolated from observed gravity values.
 JO0106
 JO0106;                    North         East    Units  Estimated Accuracy
 JO0106;SPC UT S     - 3,154,120.      425,160.      MT  (+/- 180 meters Scaled)
 JO0106
 JO0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH813124(NAD 83)
 JO0106
 JO0106                          SUPERSEDED SURVEY CONTROL
 JO0106
 JO0106  NGVD 29 (??/??/92) 1923.618  (m)         6311.07   (f) ADJ UNCH    2 0
 JO0106
 JO0106.Superseded values are not recommended for survey control.
 JO0106
 JO0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0106.See file dsdata.pdf to determine how the superseded data were derived.
 JO0106
 JO0106_MARKER: Q = CHISELED SQUARE
 JO0106_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0106_SP_SET: CULVERT HEADWALL
 JO0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0106+STABILITY: SURFACE MOTION
 JO0106
 JO0106  HISTORY     - Date     Condition        Report By
 JO0106  HISTORY     - UNK      MONUMENTED       USGS
 JO0106  HISTORY     - 1943     GOOD             CGS
 JO0106  HISTORY     - 1966     MARK NOT FOUND   USGS
 JO0106
 JO0106                          STATION DESCRIPTION
 JO0106
 JO0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JO0106'17.1 MI N FROM PANGUITCH.
 JO0106'ABOUT 17.1 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 JO0106'PANGUITCH, GARFIELD COUNTY, AT THE SOUTHEAST EDGE OF A PROMINENT
 JO0106'CURVE, AT A CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF A HEAD
 JO0106'WALL.  A CHISELED SQUARE.
 JO0106
 JO0106                          STATION RECOVERY (1966)
 JO0106
 JO0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JO0106'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0240 ***********************************************************************
 LN0240  DESIGNATION -  6323
 LN0240  PID         -  LN0240
 LN0240  STATE/COUNTY-  UT/DAGGETT
 LN0240  COUNTRY     -  US
 LN0240  USGS QUAD   -  CLAY BASIN (2017)
 LN0240
 LN0240                         *CURRENT SURVEY CONTROL
 LN0240  ______________________________________________________________________
 LN0240* NAD 83(1986) POSITION- 40 58 29.40   (N) 109 12 45.19   (W)   HD_HELD1
 LN0240* NAVD 88 ORTHO HEIGHT -  1928.891 (meters)     6328.37  (feet) ADJUSTED
 LN0240  ______________________________________________________________________
 LN0240  GEOID HEIGHT    -        -14.118 (meters)                     GEOID18
 LN0240  DYNAMIC HEIGHT  -       1927.193 (meters)     6322.80  (feet) COMP
 LN0240  MODELED GRAVITY -    979,674.8   (mgal)                       NAVD 88
 LN0240
 LN0240  VERT ORDER      -  SECOND    CLASS 0
 LN0240
 LN0240.The horizontal coordinates were determined by differentially corrected
 LN0240.hand held GPS observations or other comparable positioning techniques
 LN0240.and have an estimated accuracy of +/- 3 meters.
 LN0240
 LN0240.The orthometric height was determined by differential leveling and
 LN0240.adjusted by the NATIONAL GEODETIC SURVEY
 LN0240.in June 1991.
 LN0240
 LN0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0240.GEOID18 height accuracy estimate available here.
 LN0240
 LN0240.Click photographs - Photos may exist for this station.
 LN0240
 LN0240.The dynamic height is computed by dividing the NAVD 88
 LN0240.geopotential number by the normal gravity value computed on the
 LN0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0240.degrees latitude (g = 980.6199 gals.).
 LN0240
 LN0240.The modeled gravity was interpolated from observed gravity values.
 LN0240
 LN0240;                    North         East    Units  Estimated Accuracy
 LN0240;SPC UT N     - 1,073,771.7     692,499.7     MT  (+/- 3 meters HH1 GPS) 
 LN0240
 LN0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL5038737501(NAD 83)
 LN0240
 LN0240                          SUPERSEDED SURVEY CONTROL
 LN0240
 LN0240  NGVD 29 (??/??/92) 1927.650  (m)         6324.30   (f) ADJ UNCH    2 0
 LN0240
 LN0240.Superseded values are not recommended for survey control.
 LN0240
 LN0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0240.See file dsdata.pdf to determine how the superseded data were derived.
 LN0240
 LN0240_MARKER: P = PIPE CAP
 LN0240_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LN0240_STAMPING: 6323 ADJ 1903
 LN0240_MARK LOGO: USGS
 LN0240_PROJECTION: PROJECTING 60 CENTIMETERS
 LN0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0240+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2020
 LN0240
 LN0240  HISTORY     - Date     Condition        Report By
 LN0240  HISTORY     - 1903     MONUMENTED       USGS
 LN0240  HISTORY     - 1962     GOOD             CGS
 LN0240  HISTORY     - 20201219 POOR             IGA
 LN0240
 LN0240                          STATION DESCRIPTION
 LN0240
 LN0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0240'26.75 MI E FROM LINWOOD.
 LN0240'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0240'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 21.75 MILES
 LN0240'EAST ALONG CLAY BASIN ROAD, 0.15 MILE SOUTHEAST OF THE JUNCTION OF A
 LN0240'ROAD, ON THE INSIDE OF A CURVE, 23 FEET NORTH OF THE CENTER LINE OF
 LN0240'THE ROAD, 177.4 FEET NORTHEAST OF BENCH MARK 36 HJH (USGS), 1.0 FOOT
 LN0240'SOUTH OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROAD, AND
 LN0240'RIVETED ON THE TOP OF A 3-INCH PIPE PROJECTING 2.1 FEET ABOVE THE
 LN0240'GROUND.
 LN0240
 LN0240                          STATION RECOVERY (2020)
 LN0240
 LN0240'RECOVERY NOTE BY IGAGE 2020 (MS)
 LN0240'PIPE IS LOOSE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0360 ***********************************************************************
 LO0360  DESIGNATION -  6327.24
 LO0360  PID         -  LO0360
 LO0360  STATE/COUNTY-  UT/WASATCH
 LO0360  COUNTRY     -  US
 LO0360  USGS QUAD   -  FRANCIS (2017)
 LO0360
 LO0360                         *CURRENT SURVEY CONTROL
 LO0360  ______________________________________________________________________
 LO0360* NAD 83(1986) POSITION- 40 36 36.     (N) 111 18 20.     (W)   SCALED
 LO0360* NAVD 88 ORTHO HEIGHT -  1929.859 (meters)     6331.55  (feet) ADJUSTED
 LO0360  ______________________________________________________________________
 LO0360  GEOID HEIGHT    -        -15.226 (meters)                     GEOID18
 LO0360  DYNAMIC HEIGHT  -       1928.042 (meters)     6325.58  (feet) COMP
 LO0360  MODELED GRAVITY -    979,615.0   (mgal)                       NAVD 88
 LO0360
 LO0360  VERT ORDER      -  SECOND    CLASS 0
 LO0360
 LO0360.The horizontal coordinates were scaled from a map and have
 LO0360.an estimated accuracy of +/- 6 seconds.
 LO0360
 LO0360.The orthometric height was determined by differential leveling and
 LO0360.adjusted by the NATIONAL GEODETIC SURVEY
 LO0360.in June 1991.
 LO0360
 LO0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0360.GEOID18 height accuracy estimate available here.
 LO0360
 LO0360.Click photographs - Photos may exist for this station.
 LO0360
 LO0360.The dynamic height is computed by dividing the NAVD 88
 LO0360.geopotential number by the normal gravity value computed on the
 LO0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0360.degrees latitude (g = 980.6199 gals.).
 LO0360
 LO0360.The modeled gravity was interpolated from observed gravity values.
 LO0360
 LO0360;                    North         East    Units  Estimated Accuracy
 LO0360;SPC UT C     - 2,252,780.      516,460.      MT  (+/- 180 meters Scaled)
 LO0360
 LO0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK741955(NAD 83)
 LO0360
 LO0360                          SUPERSEDED SURVEY CONTROL
 LO0360
 LO0360  NGVD 29 (??/??/92) 1928.589  (m)         6327.38   (f) ADJ UNCH    2 0
 LO0360
 LO0360.Superseded values are not recommended for survey control.
 LO0360
 LO0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0360.See file dsdata.pdf to determine how the superseded data were derived.
 LO0360
 LO0360_MARKER: DD = SURVEY DISK
 LO0360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0360_SP_SET: BRIDGE
 LO0360_STAMPING: 6327.24
 LO0360_MARK LOGO: BOR
 LO0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0360
 LO0360  HISTORY     - Date     Condition        Report By
 LO0360  HISTORY     - UNK      MONUMENTED       BOR
 LO0360  HISTORY     - 1962     GOOD             CGS
 LO0360  HISTORY     - 20101211 MARK NOT FOUND   GEOCAC
 LO0360
 LO0360                          STATION DESCRIPTION
 LO0360
 LO0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0360'1.45 MI W FROM FRANCIS.
 LO0360'1.45 MILES WEST ALONG U.S. HIGHWAY 189 ALTERNATE FROM THE JUNCTION OF
 LO0360'STATE HIGHWAY 35 AT FRANCIS, IN THE TOP OF THE CENTER OF THE WING WALL
 LO0360'OF A CANAL UNDER A WOODEN BRIDGE, 20 FEET NORTHWEST OF THE CENTER LINE
 LO0360'OF THE HIGHWAY, 9.5 FEET SOUTH-SOUTHEAST OF THE EAST-SOUTHEAST CORNER
 LO0360'OF AN 8- BY 8-FOOT BUILDING, ABOUT LEVEL WITH THE HIGHWAY, AND 0.8
 LO0360'FOOT ABOVE THE GROUND.
 LO0360
 LO0360                          STATION RECOVERY (2010)
 LO0360
 LO0360'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 LO0360'THE WOODEN BRIDGE HAS BEEN REPLACED WITH A WIDER CONCRETE STRUCTURE
 LO0360'AND THE SETTING COVERED OVER OR DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0416 ***********************************************************************
 LO0416  DESIGNATION -  6336.7
 LO0416  PID         -  LO0416
 LO0416  STATE/COUNTY-  UT/WASATCH
 LO0416  COUNTRY     -  US
 LO0416  USGS QUAD   -  CENTER CREEK (2017)
 LO0416
 LO0416                         *CURRENT SURVEY CONTROL
 LO0416  ______________________________________________________________________
 LO0416* NAD 83(1986) POSITION- 40 24 52.     (N) 111 19 46.     (W)   SCALED
 LO0416* NAVD 88 ORTHO HEIGHT -  1932.912 (meters)     6341.56  (feet) ADJUSTED
 LO0416  ______________________________________________________________________
 LO0416  GEOID HEIGHT    -        -15.430 (meters)                     GEOID18
 LO0416  DYNAMIC HEIGHT  -       1931.050 (meters)     6335.45  (feet) COMP
 LO0416  MODELED GRAVITY -    979,593.2   (mgal)                       NAVD 88
 LO0416
 LO0416  VERT ORDER      -  SECOND    CLASS 0
 LO0416
 LO0416.The horizontal coordinates were scaled from a map and have
 LO0416.an estimated accuracy of +/- 6 seconds.
 LO0416
 LO0416.The orthometric height was determined by differential leveling and
 LO0416.adjusted by the NATIONAL GEODETIC SURVEY
 LO0416.in June 1991.
 LO0416
 LO0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0416.GEOID18 height accuracy estimate available here.
 LO0416
 LO0416.Click photographs - Photos may exist for this station.
 LO0416
 LO0416.The dynamic height is computed by dividing the NAVD 88
 LO0416.geopotential number by the normal gravity value computed on the
 LO0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0416.degrees latitude (g = 980.6199 gals.).
 LO0416
 LO0416.The modeled gravity was interpolated from observed gravity values.
 LO0416
 LO0416;                    North         East    Units  Estimated Accuracy
 LO0416;SPC UT C     - 2,231,060.      514,480.      MT  (+/- 180 meters Scaled)
 LO0416
 LO0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK720738(NAD 83)
 LO0416
 LO0416                          SUPERSEDED SURVEY CONTROL
 LO0416
 LO0416  NGVD 29 (??/??/92) 1931.651  (m)         6337.43   (f) ADJ UNCH    2 0
 LO0416
 LO0416.Superseded values are not recommended for survey control.
 LO0416
 LO0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0416.See file dsdata.pdf to determine how the superseded data were derived.
 LO0416
 LO0416_MARKER: DD = SURVEY DISK
 LO0416_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0416_SP_SET: CULVERT HEADWALL
 LO0416_STAMPING: 6336.7
 LO0416_MARK LOGO: BPR
 LO0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0416+STABILITY: SURFACE MOTION
 LO0416
 LO0416  HISTORY     - Date     Condition        Report By
 LO0416  HISTORY     - UNK      MONUMENTED       BPR
 LO0416  HISTORY     - 1934     GOOD             CGS
 LO0416  HISTORY     - 1964     MARK NOT FOUND   CGS
 LO0416
 LO0416                          STATION DESCRIPTION
 LO0416
 LO0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0416'8.3 MI SE FROM HEBER.
 LO0416'8.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0416'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0416'NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0416'STAMPED 6336.7.
 LO0416
 LO0416                          STATION RECOVERY (1964)
 LO0416
 LO0416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LO0416'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0329 ***********************************************************************
 MR0329  DESIGNATION -  6353=B 6
 MR0329  PID         -  MR0329
 MR0329  STATE/COUNTY-  UT/RICH
 MR0329  COUNTRY     -  US
 MR0329  USGS QUAD   -  NEPONSET RESERVOIR NE (2017)
 MR0329
 MR0329                         *CURRENT SURVEY CONTROL
 MR0329  ______________________________________________________________________
 MR0329* NAD 83(1986) POSITION- 41 27 36.99   (N) 111 05 55.57   (W)   HD_HELD1
 MR0329* NAVD 88 ORTHO HEIGHT -  1938.724 (meters)     6360.63  (feet) ADJUSTED
 MR0329  ______________________________________________________________________
 MR0329  GEOID HEIGHT    -        -15.262 (meters)                     GEOID18
 MR0329  DYNAMIC HEIGHT  -       1937.012 (meters)     6355.01  (feet) COMP
 MR0329  MODELED GRAVITY -    979,671.9   (mgal)                       NAVD 88
 MR0329
 MR0329  VERT ORDER      -  SECOND    CLASS 0
 MR0329
 MR0329.The horizontal coordinates were determined by differentially corrected
 MR0329.hand held GPS observations or other comparable positioning techniques
 MR0329.and have an estimated accuracy of +/- 3 meters.
 MR0329
 MR0329.The orthometric height was determined by differential leveling and
 MR0329.adjusted by the NATIONAL GEODETIC SURVEY
 MR0329.in June 1991.
 MR0329
 MR0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0329.GEOID18 height accuracy estimate available here.
 MR0329
 MR0329.Click photographs - Photos may exist for this station.
 MR0329
 MR0329.The dynamic height is computed by dividing the NAVD 88
 MR0329.geopotential number by the normal gravity value computed on the
 MR0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0329.degrees latitude (g = 980.6199 gals.).
 MR0329
 MR0329.The modeled gravity was interpolated from observed gravity values.
 MR0329
 MR0329;                    North         East    Units  Estimated Accuracy
 MR0329;SPC UT N     - 1,125,225.4     533,520.3     MT  (+/- 3 meters HH1 GPS) 
 MR0329
 MR0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL9175189858(NAD 83)
 MR0329
 MR0329                          SUPERSEDED SURVEY CONTROL
 MR0329
 MR0329  NGVD 29 (??/??/92) 1937.375  (m)         6356.20   (f) ADJ UNCH    2 0
 MR0329
 MR0329.Superseded values are not recommended for survey control.
 MR0329
 MR0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0329.See file dsdata.pdf to determine how the superseded data were derived.
 MR0329
 MR0329_MARKER: P = PIPE CAP
 MR0329_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MR0329_STAMPING: 6353 B 6 1909
 MR0329_MARK LOGO: USGS
 MR0329_MAGNETIC: P = MARKER IS A STEEL PIPE
 MR0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0329+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2010
 MR0329
 MR0329  HISTORY     - Date     Condition        Report By
 MR0329  HISTORY     - 1909     MONUMENTED       USGS
 MR0329  HISTORY     - 1934     GOOD             CGS
 MR0329  HISTORY     - 1979     POOR             LOCENG
 MR0329  HISTORY     - 20101212 GOOD             GEOCAC
 MR0329
 MR0329                          STATION DESCRIPTION
 MR0329
 MR0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0329'6.1 MI SE FROM WOODRUFF.
 MR0329'6.1 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE SCHOOLHOUSE AT
 MR0329'WOODRUFF, ABOUT 2 MILES NORTH OF A SMALL LAKE, AT THE SUMMIT OF A RISE
 MR0329'AND EAST OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 MR0329'CAP AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 MR0329
 MR0329                          STATION RECOVERY (1979)
 MR0329
 MR0329'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 MR0329'MARK RECOVERED IN POOR CONDITION.
 MR0329
 MR0329                          STATION RECOVERY (2010)
 MR0329
 MR0329'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 MR0329'MARK IS AT THE EDGE OF THE ROAD CUT AND CONTINUES TO HAVE JUST A
 MR0329'SLIGHT LEAN TO THE NORTHEAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0602 ***********************************************************************
 LO0602  DESIGNATION -  6364
 LO0602  PID         -  LO0602
 LO0602  STATE/COUNTY-  UT/SUMMIT
 LO0602  COUNTRY     -  US
 LO0602  USGS QUAD   -  PARK CITY WEST (2017)
 LO0602
 LO0602                         *CURRENT SURVEY CONTROL
 LO0602  ______________________________________________________________________
 LO0602* NAD 83(1986) POSITION- 40 43 37.     (N) 111 32 22.     (W)   SCALED
 LO0602* NAVD 88 ORTHO HEIGHT -  1941.639 (meters)     6370.19  (feet) POSTED
 LO0602  ______________________________________________________________________
 LO0602  GEOID HEIGHT    -        -15.696 (meters)                     GEOID18
 LO0602  DYNAMIC HEIGHT  -       1939.85  (meters)     6364.3   (feet) COMP
 LO0602  MODELED GRAVITY -    979,632.3   (mgal)                       NAVD 88
 LO0602
 LO0602  VERT ORDER      -  * POSTED, SEE BELOW
 LO0602
 LO0602.The horizontal coordinates were scaled from a map and have
 LO0602.an estimated accuracy of +/- 6 seconds.
 LO0602
 LO0602.The orthometric height was determined by differential leveling
 LO0602.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LO0602
 LO0602.* This is a POSTED BENCH MARK height.
 LO0602
 LO0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0602.GEOID18 height accuracy estimate available here.
 LO0602
 LO0602.Click photographs - Photos may exist for this station.
 LO0602
 LO0602.The dynamic height is computed by dividing the NAVD 88
 LO0602.geopotential number by the normal gravity value computed on the
 LO0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0602.degrees latitude (g = 980.6199 gals.).
 LO0602
 LO0602.The modeled gravity was interpolated from observed gravity values.
 LO0602
 LO0602;                    North         East    Units  Estimated Accuracy
 LO0602;SPC UT N     - 1,043,710.      496,670.      MT  (+/- 180 meters Scaled)
 LO0602
 LO0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL544085(NAD 83)
 LO0602
 LO0602                          SUPERSEDED SURVEY CONTROL
 LO0602
 LO0602  NGVD 29 (??/??/92) 1940.411  (m)         6366.17   (f) ADJ UNCH    2 0
 LO0602
 LO0602.Superseded values are not recommended for survey control.
 LO0602
 LO0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0602.See file dsdata.pdf to determine how the superseded data were derived.
 LO0602
 LO0602_MARKER: P = PIPE CAP
 LO0602_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0602_STAMPING: 6364 SLAK
 LO0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0602
 LO0602  HISTORY     - Date     Condition        Report By
 LO0602  HISTORY     - 1910     MONUMENTED       USGS
 LO0602  HISTORY     - 1934     GOOD             CGS
 LO0602  HISTORY     - 20120424 MARK NOT FOUND   GEOCAC
 LO0602
 LO0602                          STATION DESCRIPTION
 LO0602
 LO0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0602'5.6 MI E FROM ALTUS.
 LO0602'5.6 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 LO0602'THE NORTHEAST PORTAL OF THE TUNNEL AT ALTUS, SUMMIT COUNTY, AT THE
 LO0602'CROSSING OF U.S. HIGHWAY 40, AND AT KIMBALLS FENCE CORNER.  A UNITED
 LO0602'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6364 SLAK AND FASTENED
 LO0602'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 LO0602
 LO0602                          STATION RECOVERY (2012)
 LO0602
 LO0602'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 LO0602'NO TRACE OF ANY OF THE ITEMS SPECIFIED IN THE DESCRIPTION WERE FOUND
 LO0602'AT THIS LOCATION ALTHOUGH RASMUSSEN ROAD APPEARS TO FOLLOW THE OLD
 LO0602'RAILROAD ROADBED. THIS MARK WOULD BE IN THE FRONT YARD OF A RESIDENCE
 LO0602'ON PHEASANT WAY IN A SUBDIVISION THAT APPEARS RELATIVELY NEW AND IS
 LO0602'ADJACENT TO RASMUSSEN ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0056 ***********************************************************************
 KO0056  DESIGNATION -  6394
 KO0056  PID         -  KO0056
 KO0056  STATE/COUNTY-  UT/JUAB
 KO0056  COUNTRY     -  US
 KO0056  USGS QUAD   -  EUREKA (2017)
 KO0056
 KO0056                         *CURRENT SURVEY CONTROL
 KO0056  ______________________________________________________________________
 KO0056* NAD 83(1986) POSITION- 39 57 16.     (N) 112 07 14.     (W)   SCALED
 KO0056* NAVD 88 ORTHO HEIGHT -  1950.738 (meters)     6400.05  (feet) ADJUSTED
 KO0056  ______________________________________________________________________
 KO0056  GEOID HEIGHT    -        -17.538 (meters)                     GEOID18
 KO0056  DYNAMIC HEIGHT  -       1948.857 (meters)     6393.88  (feet) COMP
 KO0056  MODELED GRAVITY -    979,591.9   (mgal)                       NAVD 88
 KO0056
 KO0056  VERT ORDER      -  FIRST     CLASS II
 KO0056
 KO0056.The horizontal coordinates were scaled from a map and have
 KO0056.an estimated accuracy of +/- 6 seconds.
 KO0056
 KO0056.The orthometric height was determined by differential leveling and
 KO0056.adjusted by the NATIONAL GEODETIC SURVEY
 KO0056.in June 1991.
 KO0056
 KO0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0056.GEOID18 height accuracy estimate available here.
 KO0056
 KO0056.Click photographs - Photos may exist for this station.
 KO0056
 KO0056.The dynamic height is computed by dividing the NAVD 88
 KO0056.geopotential number by the normal gravity value computed on the
 KO0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0056.degrees latitude (g = 980.6199 gals.).
 KO0056
 KO0056.The modeled gravity was interpolated from observed gravity values.
 KO0056
 KO0056;                    North         East    Units  Estimated Accuracy
 KO0056;SPC UT C     - 2,180,160.      446,980.      MT  (+/- 180 meters Scaled)
 KO0056
 KO0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK042233(NAD 83)
 KO0056
 KO0056                          SUPERSEDED SURVEY CONTROL
 KO0056
 KO0056  NGVD 29 (??/??/92) 1949.512  (m)         6396.02   (f) ADJ UNCH    1 2
 KO0056
 KO0056.Superseded values are not recommended for survey control.
 KO0056
 KO0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0056.See file dsdata.pdf to determine how the superseded data were derived.
 KO0056
 KO0056_MARKER: P = PIPE CAP
 KO0056_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0056
 KO0056  HISTORY     - Date     Condition        Report By
 KO0056  HISTORY     - 1908     MONUMENTED       USGS
 KO0056  HISTORY     - 1949     GOOD             CGS
 KO0056
 KO0056                          STATION DESCRIPTION
 KO0056
 KO0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KO0056'IN EUREKA.
 KO0056'AT EUREKA, JUAB COUNTY, ON CHURCH STREET, AT THE NORTHEAST CORNER OF
 KO0056'THE COURTHOUSE, ABOUT 18 INCHES FROM THE CORNER, ABOUT 8 INCHES FROM
 KO0056'THE COURTHOUSE WALL, IN A NARROW WOODEN BOX, AND ABOUT 1 FOOT BELOW
 KO0056'THE SURFACE OF THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 KO0056'CAP, RIVETED TO THE TOP OF A 3-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0419 ***********************************************************************
 KM0419  DESIGNATION -  64 FMK
 KM0419  PID         -  KM0419
 KM0419  STATE/COUNTY-  UT/GRAND
 KM0419  COUNTRY     -  US
 KM0419  USGS QUAD   -  FLUME CANYON (2017)
 KM0419
 KM0419                         *CURRENT SURVEY CONTROL
 KM0419  ______________________________________________________________________
 KM0419* NAD 83(1986) POSITION- 39 09 24.     (N) 109 25 18.     (W)   SCALED
 KM0419* NAVD 88 ORTHO HEIGHT -  1589.881 (meters)     5216.13  (feet) POSTED
 KM0419  ______________________________________________________________________
 KM0419  GEOID HEIGHT    -        -18.453 (meters)                     GEOID18
 KM0419  DYNAMIC HEIGHT  -       1588.29  (meters)     5210.9   (feet) COMP
 KM0419  MODELED GRAVITY -    979,569.3   (mgal)                       NAVD 88
 KM0419
 KM0419  VERT ORDER      -  * POSTED, SEE BELOW
 KM0419
 KM0419.The horizontal coordinates were scaled from a map and have
 KM0419.an estimated accuracy of +/- 6 seconds.
 KM0419
 KM0419.The orthometric height was determined by differential leveling
 KM0419.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0419
 KM0419.* This is a POSTED BENCH MARK height.
 KM0419
 KM0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0419.GEOID18 height accuracy estimate available here.
 KM0419
 KM0419.Click photographs - Photos may exist for this station.
 KM0419
 KM0419.The dynamic height is computed by dividing the NAVD 88
 KM0419.geopotential number by the normal gravity value computed on the
 KM0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0419.degrees latitude (g = 980.6199 gals.).
 KM0419
 KM0419.The modeled gravity was interpolated from observed gravity values.
 KM0419
 KM0419;                    North         East    Units  Estimated Accuracy
 KM0419;SPC UT C     - 2,093,490.      679,620.      MT  (+/- 180 meters Scaled)
 KM0419
 KM0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ363353(NAD 83)
 KM0419
 KM0419                          SUPERSEDED SURVEY CONTROL
 KM0419
 KM0419.No superseded survey control is available for this station.
 KM0419
 KM0419_MARKER: DB = BENCH MARK DISK
 KM0419_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0419_STAMPING: 64 FMK 1969 5213
 KM0419_MARK LOGO: USGS
 KM0419_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0419+SATELLITE: SATELLITE OBSERVATIONS - 1969
 KM0419
 KM0419  HISTORY     - Date     Condition        Report By
 KM0419  HISTORY     - 1969     MONUMENTED       USGS
 KM0419
 KM0419                          STATION DESCRIPTION
 KM0419
 KM0419'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0419'FROM THE POST OFFICE IN CISCO, UTAH, PROCEED 5.6 MILES NORTHEAST
 KM0419'ALONG U. S. HIGHWAYS 6 AND 50, THENCE 13.4 MILES NORTHWEST ALONG
 KM0419'COUNTY ROAD, 0.3 MILES SOUTH OF DIAMOND CREEK RANCH, 68 FEET WEST OF
 KM0419'A T-FENCE NORTH AND WIRE GATE, 19 FEET WEST OF THE CENTERLINE OF THE
 KM0419'ROAD, WITNESS POST SET NEAR BENCH MARK, SET ON 20 FEET OF
 KM0419'COPPER-COATED STEEL ROD ENCASED IN A 6-INCH CONCRETE PIPE WHICH IS
 KM0419'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0456 ***********************************************************************
 JO0456  DESIGNATION -  6443
 JO0456  PID         -  JO0456
 JO0456  STATE/COUNTY-  UT/BEAVER
 JO0456  COUNTRY     -  US
 JO0456  USGS QUAD   -  FRISCO (2017)
 JO0456
 JO0456                         *CURRENT SURVEY CONTROL
 JO0456  ______________________________________________________________________
 JO0456* NAD 83(1986) POSITION- 38 27 08.6    (N) 113 15 34.7    (W)   HD_HELD2
 JO0456* NAVD 88 ORTHO HEIGHT -  1941.278 (meters)     6369.01  (feet) ADJUSTED
 JO0456  ______________________________________________________________________
 JO0456  GEOID HEIGHT    -        -20.840 (meters)                     GEOID18
 JO0456  DYNAMIC HEIGHT  -       1939.155 (meters)     6362.04  (feet) COMP
 JO0456  MODELED GRAVITY -    979,465.3   (mgal)                       NAVD 88
 JO0456
 JO0456  VERT ORDER      -  FIRST     CLASS II
 JO0456
 JO0456.The horizontal coordinates were established by autonomous hand held GPS
 JO0456.observations and have an estimated accuracy of +/- 10 meters.
 JO0456
 JO0456.The orthometric height was determined by differential leveling and
 JO0456.adjusted by the NATIONAL GEODETIC SURVEY
 JO0456.in June 1991.
 JO0456
 JO0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0456.GEOID18 height accuracy estimate available here.
 JO0456
 JO0456.Click photographs - Photos may exist for this station.
 JO0456
 JO0456.The dynamic height is computed by dividing the NAVD 88
 JO0456.geopotential number by the normal gravity value computed on the
 JO0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0456.degrees latitude (g = 980.6199 gals.).
 JO0456
 JO0456.The modeled gravity was interpolated from observed gravity values.
 JO0456
 JO0456;                    North         East    Units  Estimated Accuracy
 JO0456;SPC UT S     - 3,199,639.      346,407.      MT  (+/- 10 meters HH2 GPS)
 JO0456
 JO0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH0282258429(NAD 83)
 JO0456
 JO0456                          SUPERSEDED SURVEY CONTROL
 JO0456
 JO0456.No superseded survey control is available for this station.
 JO0456
 JO0456_MARKER: P = PIPE CAP
 JO0456_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JO0456_STAMPING: 6443
 JO0456_MARK LOGO: USGS
 JO0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0456
 JO0456  HISTORY     - Date     Condition        Report By
 JO0456  HISTORY     - 1904     MONUMENTED       USGS
 JO0456  HISTORY     - 1984     GOOD             NGS
 JO0456
 JO0456                          STATION DESCRIPTION
 JO0456
 JO0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0456'23.8 KM (14.8 MI) NW FROM MILFORD.
 JO0456'23.74 KM (14.76 MI) NORTHWEST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION
 JO0456'WITH STATE HIGHWAY 257 AT MILFORD, IN THE SOUTHWEST CORNER OF THE T
 JO0456'JUNCTION OF A DIRT ROAD LEADING WEST TO THE HORN SILVER MINE, ON THE
 JO0456'SOUTH SIDE OF A HISTORICAL MONUMENT REST AREA, 0.40 KM (0.25 MI)
 JO0456'NORTHEAST OF MILEPOST 62, 17.7 METERS (58 FT) WEST OF THE HIGHWAY
 JO0456'CENTERLINE, 28.4 METERS (93 FT) SOUTH OF THE SOUTH EDGE OF A STONE
 JO0456'MONUMENT, 24.4 METERS (80 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JO0456'PICNIC AREA AND 21.4 METERS (70 FT) SOUTH OF THE CENTER OF THE ROAD,
 JO0456'A USGS DISK ON TOP OF A IRON PIPE PROJECTING 35 CENIMETERS.
 JO0456'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 JO0456'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0238 ***********************************************************************
 LO0238  DESIGNATION -  6444
 LO0238  PID         -  LO0238
 LO0238  STATE/COUNTY-  UT/SUMMIT
 LO0238  COUNTRY     -  US
 LO0238  USGS QUAD   -  PARK CITY EAST (2017)
 LO0238
 LO0238                         *CURRENT SURVEY CONTROL
 LO0238  ______________________________________________________________________
 LO0238* NAD 83(1986) POSITION- 40 44 32.     (N) 111 28 28.     (W)   SCALED
 LO0238* NAVD 88 ORTHO HEIGHT -  1966.081 (meters)     6450.38  (feet) ADJUSTED
 LO0238  ______________________________________________________________________
 LO0238  GEOID HEIGHT    -        -15.682 (meters)                     GEOID18
 LO0238  DYNAMIC HEIGHT  -       1964.252 (meters)     6444.38  (feet) COMP
 LO0238  MODELED GRAVITY -    979,624.3   (mgal)                       NAVD 88
 LO0238
 LO0238  VERT ORDER      -  SECOND    CLASS 0
 LO0238
 LO0238.The horizontal coordinates were scaled from a map and have
 LO0238.an estimated accuracy of +/- 6 seconds.
 LO0238
 LO0238.The orthometric height was determined by differential leveling and
 LO0238.adjusted by the NATIONAL GEODETIC SURVEY
 LO0238.in June 1991.
 LO0238
 LO0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0238.GEOID18 height accuracy estimate available here.
 LO0238
 LO0238.Click photographs - Photos may exist for this station.
 LO0238
 LO0238.The dynamic height is computed by dividing the NAVD 88
 LO0238.geopotential number by the normal gravity value computed on the
 LO0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0238.degrees latitude (g = 980.6199 gals.).
 LO0238
 LO0238.The modeled gravity was interpolated from observed gravity values.
 LO0238
 LO0238;                    North         East    Units  Estimated Accuracy
 LO0238;SPC UT N     - 1,045,410.      502,160.      MT  (+/- 180 meters Scaled)
 LO0238
 LO0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL599102(NAD 83)
 LO0238
 LO0238                          SUPERSEDED SURVEY CONTROL
 LO0238
 LO0238  NGVD 29 (??/??/92) 1964.797  (m)         6446.17   (f) ADJ UNCH    2 0
 LO0238
 LO0238.Superseded values are not recommended for survey control.
 LO0238
 LO0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0238.See file dsdata.pdf to determine how the superseded data were derived.
 LO0238
 LO0238_MARKER: P = PIPE CAP
 LO0238_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0238_STAMPING: 6444 SLAK
 LO0238_MARK LOGO: USGS
 LO0238_MAGNETIC: P = MARKER IS A STEEL PIPE
 LO0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0238
 LO0238  HISTORY     - Date     Condition        Report By
 LO0238  HISTORY     - 1900     MONUMENTED       USGS
 LO0238  HISTORY     - 1934     GOOD             CGS
 LO0238
 LO0238                          STATION DESCRIPTION
 LO0238
 LO0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0238'WANSHIP.
 LO0238'6.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE LATTER
 LO0238'DAY SAINTS CHURCH AT WANSHIP, SUMMIT COUNTY, 300 FEET SOUTH OF THE
 LO0238'CROSSING OF U.S. HIGHWAY 89, AT ATKINSON, AT A RAILROAD BRIDGE, ON A
 LO0238'HILL SIDE, AND 30 FEET SOUTHEAST OF THE TRACK.  A UNITED STATES
 LO0238'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6444 SLAK AND RIVETED ON THE
 LO0238'TOP OF A 3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0415 ***********************************************************************
 LO0415  DESIGNATION -  6448.2
 LO0415  PID         -  LO0415
 LO0415  STATE/COUNTY-  UT/WASATCH
 LO0415  COUNTRY     -  US
 LO0415  USGS QUAD   -  CENTER CREEK (2017)
 LO0415
 LO0415                         *CURRENT SURVEY CONTROL
 LO0415  ______________________________________________________________________
 LO0415* NAD 83(1986) POSITION- 40 24 30.     (N) 111 18 51.     (W)   SCALED
 LO0415* NAVD 88 ORTHO HEIGHT -  1966.951 (meters)     6453.24  (feet) ADJUSTED
 LO0415  ______________________________________________________________________
 LO0415  GEOID HEIGHT    -        -15.367 (meters)                     GEOID18
 LO0415  DYNAMIC HEIGHT  -       1965.041 (meters)     6446.97  (feet) COMP
 LO0415  MODELED GRAVITY -    979,584.0   (mgal)                       NAVD 88
 LO0415
 LO0415  VERT ORDER      -  SECOND    CLASS 0
 LO0415
 LO0415.The horizontal coordinates were scaled from a map and have
 LO0415.an estimated accuracy of +/- 6 seconds.
 LO0415
 LO0415.The orthometric height was determined by differential leveling and
 LO0415.adjusted by the NATIONAL GEODETIC SURVEY
 LO0415.in June 1991.
 LO0415
 LO0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0415.GEOID18 height accuracy estimate available here.
 LO0415
 LO0415.Click photographs - Photos may exist for this station.
 LO0415
 LO0415.The dynamic height is computed by dividing the NAVD 88
 LO0415.geopotential number by the normal gravity value computed on the
 LO0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0415.degrees latitude (g = 980.6199 gals.).
 LO0415
 LO0415.The modeled gravity was interpolated from observed gravity values.
 LO0415
 LO0415;                    North         East    Units  Estimated Accuracy
 LO0415;SPC UT C     - 2,230,390.      515,770.      MT  (+/- 180 meters Scaled)
 LO0415
 LO0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK733731(NAD 83)
 LO0415
 LO0415                          SUPERSEDED SURVEY CONTROL
 LO0415
 LO0415  NGVD 29 (??/??/92) 1965.675  (m)         6449.05   (f) ADJ UNCH    2 0
 LO0415
 LO0415.Superseded values are not recommended for survey control.
 LO0415
 LO0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0415.See file dsdata.pdf to determine how the superseded data were derived.
 LO0415
 LO0415_MARKER: DD = SURVEY DISK
 LO0415_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0415_SP_SET: CULVERT HEADWALL
 LO0415_STAMPING: 6448.2
 LO0415_MARK LOGO: BPR
 LO0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0415+STABILITY: SURFACE MOTION
 LO0415
 LO0415  HISTORY     - Date     Condition        Report By
 LO0415  HISTORY     - UNK      MONUMENTED       BPR
 LO0415  HISTORY     - 1934     GOOD             CGS
 LO0415  HISTORY     - 1964     MARK NOT FOUND   CGS
 LO0415
 LO0415                          STATION DESCRIPTION
 LO0415
 LO0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0415'9.2 MI SE FROM HEBER.
 LO0415'9.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0415'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0415'NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0415'STAMPED 6448.2.
 LO0415
 LO0415                          STATION RECOVERY (1964)
 LO0415
 LO0415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LO0415'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0297 ***********************************************************************
 JN0297  DESIGNATION -  6455.51
 JN0297  PID         -  JN0297
 JN0297  STATE/COUNTY-  UT/SEVIER
 JN0297  COUNTRY     -  US
 JN0297  USGS QUAD   -  STEVES MOUNTAIN (2017)
 JN0297
 JN0297                         *CURRENT SURVEY CONTROL
 JN0297  ______________________________________________________________________
 JN0297* NAD 83(1986) POSITION- 38 53 42.     (N) 111 37 30.     (W)   SCALED
 JN0297* NAVD 88 ORTHO HEIGHT -  1964.328 (meters)     6444.63  (feet) ADJUSTED
 JN0297  ______________________________________________________________________
 JN0297  GEOID HEIGHT    -        -17.381 (meters)                     GEOID18
 JN0297  DYNAMIC HEIGHT  -       1962.191 (meters)     6437.62  (feet) COMP
 JN0297  MODELED GRAVITY -    979,469.7   (mgal)                       NAVD 88
 JN0297
 JN0297  VERT ORDER      -  SECOND    CLASS 0
 JN0297
 JN0297.The horizontal coordinates were scaled from a map and have
 JN0297.an estimated accuracy of +/- 6 seconds.
 JN0297
 JN0297.The orthometric height was determined by differential leveling and
 JN0297.adjusted by the NATIONAL GEODETIC SURVEY
 JN0297.in June 1991.
 JN0297
 JN0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0297.GEOID18 height accuracy estimate available here.
 JN0297
 JN0297.Click photographs - Photos may exist for this station.
 JN0297
 JN0297.The dynamic height is computed by dividing the NAVD 88
 JN0297.geopotential number by the normal gravity value computed on the
 JN0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0297.degrees latitude (g = 980.6199 gals.).
 JN0297
 JN0297.The modeled gravity was interpolated from observed gravity values.
 JN0297
 JN0297;                    North         East    Units  Estimated Accuracy
 JN0297;SPC UT C     - 2,062,370.      489,160.      MT  (+/- 180 meters Scaled)
 JN0297
 JN0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ458053(NAD 83)
 JN0297
 JN0297                          SUPERSEDED SURVEY CONTROL
 JN0297
 JN0297  NGVD 29 (??/??/92) 1963.071  (m)         6440.51   (f) ADJ UNCH    2 0
 JN0297
 JN0297.Superseded values are not recommended for survey control.
 JN0297
 JN0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0297.See file dsdata.pdf to determine how the superseded data were derived.
 JN0297
 JN0297_MARKER: DB = BENCH MARK DISK
 JN0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JN0297_SP_SET: CULVERT
 JN0297_STAMPING: 6455.51
 JN0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0297
 JN0297  HISTORY     - Date     Condition        Report By
 JN0297  HISTORY     - UNK      MONUMENTED       USDA
 JN0297  HISTORY     - 1934     GOOD             CGS
 JN0297  HISTORY     - 1967     GOOD             CGS
 JN0297
 JN0297                          STATION DESCRIPTION
 JN0297
 JN0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0297'16.3 MI E FROM SALINA.
 JN0297'ABOUT 16.3 MILES EAST ALONG STATE HIGHWAY 10 FROM THE DENVER AND RIO
 JN0297'GRANDE WESTERN RAILROAD STATION AT SALINA, SEVIER COUNTY, 18 FEET
 JN0297'NORTH OF THE CENTER LINE OF THE HIGHWAY, AT A CULVERT, AND IN THE TOP
 JN0297'OF THE CONCRETE HEAD WALL.  A UNITED STATES DEPARTMENT OF AGRICULTURE
 JN0297'STANDARD DISK, STAMPED 6455.51.
 JN0297
 JN0297                          STATION RECOVERY (1967)
 JN0297
 JN0297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JN0297'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0291 ***********************************************************************
 LO0291  DESIGNATION -  6473
 LO0291  PID         -  LO0291
 LO0291  STATE/COUNTY-  UT/SUMMIT
 LO0291  COUNTRY     -  US
 LO0291  USGS QUAD   -  KAMAS (2017)
 LO0291
 LO0291                         *CURRENT SURVEY CONTROL
 LO0291  ______________________________________________________________________
 LO0291* NAD 83(1986) POSITION- 40 38 41.75   (N) 111 16 50.07   (W)   HD_HELD1
 LO0291* NAVD 88 ORTHO HEIGHT -  1974.714 (meters)     6478.71  (feet) ADJUSTED
 LO0291  ______________________________________________________________________
 LO0291  GEOID HEIGHT    -        -15.093 (meters)                     GEOID18
 LO0291  DYNAMIC HEIGHT  -       1972.850 (meters)     6472.59  (feet) COMP
 LO0291  MODELED GRAVITY -    979,610.5   (mgal)                       NAVD 88
 LO0291
 LO0291  VERT ORDER      -  SECOND    CLASS 0
 LO0291
 LO0291.The horizontal coordinates were determined by differentially corrected
 LO0291.hand held GPS observations or other comparable positioning techniques
 LO0291.and have an estimated accuracy of +/- 3 meters.
 LO0291
 LO0291.The orthometric height was determined by differential leveling and
 LO0291.adjusted by the NATIONAL GEODETIC SURVEY
 LO0291.in June 1991.
 LO0291
 LO0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0291.GEOID18 height accuracy estimate available here.
 LO0291
 LO0291.Click photographs - Photos may exist for this station.
 LO0291
 LO0291.The dynamic height is computed by dividing the NAVD 88
 LO0291.geopotential number by the normal gravity value computed on the
 LO0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0291.degrees latitude (g = 980.6199 gals.).
 LO0291
 LO0291.The modeled gravity was interpolated from observed gravity values.
 LO0291
 LO0291;                    North         East    Units  Estimated Accuracy
 LO0291;SPC UT N     - 1,034,626.0     518,560.3     MT  (+/- 3 meters HH1 GPS) 
 LO0291
 LO0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK7627799380(NAD 83)
 LO0291
 LO0291                          SUPERSEDED SURVEY CONTROL
 LO0291
 LO0291  NGVD 29 (??/??/92) 1973.431  (m)         6474.50   (f) ADJ UNCH    2 0
 LO0291
 LO0291.Superseded values are not recommended for survey control.
 LO0291
 LO0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0291.See file dsdata.pdf to determine how the superseded data were derived.
 LO0291
 LO0291_MARKER: P = PIPE CAP
 LO0291_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0291_STAMPING: 6473
 LO0291_MARK LOGO: USGS
 LO0291_MAGNETIC: P = MARKER IS A STEEL PIPE
 LO0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0291+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2010
 LO0291
 LO0291  HISTORY     - Date     Condition        Report By
 LO0291  HISTORY     - 1900     MONUMENTED       USGS
 LO0291  HISTORY     - 1962     GOOD             CGS
 LO0291  HISTORY     - 20040419 GOOD             INDIV
 LO0291  HISTORY     - 20101211 GOOD             GEOCAC
 LO0291
 LO0291                          STATION DESCRIPTION
 LO0291
 LO0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0291'IN KAMAS.
 LO0291'AT KAMAS, 0.05 MILE NORTH ALONG U.S. HIGHWAY FROM THE POST OFFICE, AT
 LO0291'THE SOUTHWEST CORNER OF A GRADE SCHOOL YARD, 57 FEET EAST OF THE
 LO0291'CENTER LINE OF THE HIGHWAY, 61.5 FEET SOUTHWEST OF THE SOUTHWEST
 LO0291'CORNER OF THE SCHOOL BUILDING, 75 FEET NORTHEAST OF THE CENTER OF THE
 LO0291'INTERSECTION OF A PAVED ROAD, 50.5 FEET NORTH OF THE CENTER LINE OF
 LO0291'THE ROAD, 9.6 FEET NORTHEAST OF AN IRON FENCE CORNER, ABOUT 0.5 FOOT
 LO0291'HIGHER THAN THE HIGHWAY, AND RIVETED ON THE TOP OF A 3-INCH IRON PIPE
 LO0291'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 LO0291
 LO0291                          STATION RECOVERY (2004)
 LO0291
 LO0291'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RCW)
 LO0291'RECOVERED IN GOOD CONDITION.
 LO0291
 LO0291                          STATION RECOVERY (2010)
 LO0291
 LO0291'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 LO0291'CAP HAS BEEN BEAT ON BUT CAN STILL BE READ.  LOCATION IS NOW THE
 LO0291'SUMMIT COUNTY SERVICES BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0055 ***********************************************************************
 HO0055  DESIGNATION -  6473.4
 HO0055  PID         -  HO0055
 HO0055  STATE/COUNTY-  UT/GARFIELD
 HO0055  COUNTRY     -  US
 HO0055  USGS QUAD   -  PANGUITCH NW (2017)
 HO0055
 HO0055                         *CURRENT SURVEY CONTROL
 HO0055  ______________________________________________________________________
 HO0055* NAD 83(1986) POSITION- 37 58 48.     (N) 112 24 04.     (W)   SCALED
 HO0055* NAVD 88 ORTHO HEIGHT -  1974.240 (meters)     6477.15  (feet) ADJUSTED
 HO0055  ______________________________________________________________________
 HO0055  GEOID HEIGHT    -        -19.951 (meters)                     GEOID18
 HO0055  DYNAMIC HEIGHT  -       1971.876 (meters)     6469.40  (feet) COMP
 HO0055  MODELED GRAVITY -    979,361.9   (mgal)                       NAVD 88
 HO0055
 HO0055  VERT ORDER      -  SECOND    CLASS 0
 HO0055
 HO0055.The horizontal coordinates were scaled from a map and have
 HO0055.an estimated accuracy of +/- 6 seconds.
 HO0055
 HO0055.The orthometric height was determined by differential leveling and
 HO0055.adjusted by the NATIONAL GEODETIC SURVEY
 HO0055.in June 1991.
 HO0055
 HO0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0055.GEOID18 height accuracy estimate available here.
 HO0055
 HO0055.Click photographs - Photos may exist for this station.
 HO0055
 HO0055.The dynamic height is computed by dividing the NAVD 88
 HO0055.geopotential number by the normal gravity value computed on the
 HO0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0055.degrees latitude (g = 980.6199 gals.).
 HO0055
 HO0055.The modeled gravity was interpolated from observed gravity values.
 HO0055
 HO0055;                    North         East    Units  Estimated Accuracy
 HO0055;SPC UT S     - 3,146,140.      420,840.      MT  (+/- 180 meters Scaled)
 HO0055
 HO0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH769045(NAD 83)
 HO0055
 HO0055                          SUPERSEDED SURVEY CONTROL
 HO0055
 HO0055  NGVD 29 (??/??/92) 1972.993  (m)         6473.06   (f) ADJ UNCH    2 0
 HO0055
 HO0055.Superseded values are not recommended for survey control.
 HO0055
 HO0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0055.See file dsdata.pdf to determine how the superseded data were derived.
 HO0055
 HO0055_MARKER: Q = CHISELED SQUARE
 HO0055_SETTING: 80 = SET IN A BOULDER
 HO0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0055+STABILITY: SURFACE MOTION
 HO0055
 HO0055  HISTORY     - Date     Condition        Report By
 HO0055  HISTORY     - UNK      MONUMENTED       USGS
 HO0055  HISTORY     - 1966     MARK NOT FOUND   USGS
 HO0055
 HO0055                          STATION DESCRIPTION
 HO0055
 HO0055'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 HO0055'11.3 MI N FROM PANGUITCH.
 HO0055'11.3 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 HO0055'PANGUITCH, AT THE TOP OF A GRADE, AT THE EAST EDGE OF THE HIGHWAY AND
 HO0055'ON THE TOP OF A BOULDER.  NOTE-- BOULDER PROBABLY POWERED BY ROAD
 HO0055'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5487 ***********************************************************************
 DR5487  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5487  DESIGNATION -  64FMK
 DR5487  PID         -  DR5487
 DR5487  STATE/COUNTY-  UT/WEBER
 DR5487  COUNTRY     -  US
 DR5487  USGS QUAD   -  PLAIN CITY SW (2017)
 DR5487
 DR5487                         *CURRENT SURVEY CONTROL
 DR5487  ______________________________________________________________________
 DR5487* NAD 83(2011) POSITION- 41 15 00.67268(N) 112 12 42.11429(W)   ADJUSTED
 DR5487* NAD 83(2011) ELLIP HT-  1268.954 (meters)        (07/08/20)   ADJUSTED
 DR5487* NAD 83(2011) EPOCH   -  2010.00
 DR5487* NAVD 88 ORTHO HEIGHT -  1285.76  (meters)     4218.4   (feet) GPS OBS
 DR5487  ______________________________________________________________________
 DR5487  GEOID HEIGHT    -        -16.793 (meters)                     GEOID18
 DR5487  NAD 83(2011) X  - -1,815,779.611 (meters)                     COMP
 DR5487  NAD 83(2011) Y  - -4,446,836.543 (meters)                     COMP
 DR5487  NAD 83(2011) Z  -  4,184,189.498 (meters)                     COMP
 DR5487  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC18
 DR5487
 DR5487  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5487  Standards:
 DR5487         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5487            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5487  -------------------------------------------------------------------
 DR5487  NETWORK    0.66   1.33           0.29   0.25   0.68     -0.01856511
 DR5487  -------------------------------------------------------------------
 DR5487  Click here for local accuracies and other accuracy information.
 DR5487
 DR5487.The horizontal coordinates were established by GPS observations
 DR5487.and adjusted by the National Geodetic Survey in July 2020.
 DR5487
 DR5487.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5487.been affixed to the stable North American tectonic plate. See 
 DR5487.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5487
 DR5487.The horizontal coordinates are valid at the epoch date displayed above
 DR5487.which is a decimal equivalence of Year/Month/Day.
 DR5487
 DR5487.The orthometric height was determined by GPS observations and a
 DR5487.high-resolution geoid model using precise GPS observation and
 DR5487.processing techniques.
 DR5487
 DR5487.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5487.GEOID18 height accuracy estimate available here.
 DR5487
 DR5487.Click photographs - Photos may exist for this station.
 DR5487
 DR5487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5487
 DR5487.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5487
 DR5487.The ellipsoidal height was determined by GPS observations
 DR5487.and is referenced to NAD 83.
 DR5487
 DR5487. The following values were computed from the NAD 83(2011) position.
 DR5487
 DR5487;                    North         East     Units Scale Factor Converg.
 DR5487;SPC UT N     - 1,102,060.676   440,351.356   MT  0.99995684   -0 28 09.3
 DR5487;SPC UT N     - 3,615,677.40  1,444,719.41   sFT  0.99995684   -0 28 09.3
 DR5487;UTM  12      - 4,567,238.637   398,479.616   MT  0.99972684   -0 47 56.4
 DR5487
 DR5487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5487!SPC UT N     -   0.99980100  x   0.99995684  =   0.99975785
 DR5487!UTM  12      -   0.99980100  x   0.99972684  =   0.99952789
 DR5487
 DR5487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL9847967238(NAD 83)
 DR5487
 DR5487                          SUPERSEDED SURVEY CONTROL
 DR5487
 DR5487.No superseded survey control is available for this station.
 DR5487
 DR5487_MARKER: DB = BENCH MARK DISK
 DR5487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5487_STAMPING: 4215 64 FMK 1966
 DR5487_MARK LOGO: USGS
 DR5487_PROJECTION: FLUSH
 DR5487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5487+STABILITY: SURFACE MOTION
 DR5487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5487+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2015
 DR5487
 DR5487  HISTORY     - Date     Condition        Report By
 DR5487  HISTORY     - 1966     MONUMENTED       USGS
 DR5487  HISTORY     - 20150922 GOOD             USGS
 DR5487
 DR5487                          STATION DESCRIPTION
 DR5487
 DR5487'DESCRIBED BY US GEOLOGICAL SURVEY 2015 (DJM)
 DR5487'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) WEST-NORTHWEST OF ROY
 DR5487'PARK ADDITION SUBDIVISIO, 10.3 MI (16.6 KM) NORTHWEST OF ROY WEST
 DR5487'SUBDIVISION AND 7.4 MI (11.9 KM) WEST-SOUTHWEST OF PLAIN CITY.
 DR5487'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5487'
 DR5487'TO REACH FROM THE INTERSECTION OF 9350 WEST AND 900 SOUTH PROCEED WEST
 DR5487'0.3 MI (0.5 KM) TO THE MARK ON THE RIGHT.
 DR5487'
 DR5487'IT IS 38.6 FT (11.8 M) NORTH OF THE CENTERLINE OF 900 SOUTH, 5.65 FT
 DR5487'(1.7 M) EAST OF A WOODEN WITNESS POST WITH SIGN, 1 FT (0.3 M) SOUTH OF
 DR5487'A BARB WIRE FENCE, 0.75 FT (23 CM) SOUTH OF.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0420 ***********************************************************************
 KM0420  DESIGNATION -  65 FMK
 KM0420  PID         -  KM0420
 KM0420  STATE/COUNTY-  UT/GRAND
 KM0420  COUNTRY     -  US
 KM0420  USGS QUAD   -  FLUME CANYON (2017)
 KM0420
 KM0420                         *CURRENT SURVEY CONTROL
 KM0420  ______________________________________________________________________
 KM0420* NAD 83(1986) POSITION- 39 08 42.9    (N) 109 24 54.4    (W)   HD_HELD2
 KM0420* NAVD 88 ORTHO HEIGHT -  1561.788 (meters)     5123.97  (feet) POSTED
 KM0420  ______________________________________________________________________
 KM0420  GEOID HEIGHT    -        -18.538 (meters)                     GEOID18
 KM0420  DYNAMIC HEIGHT  -       1560.23  (meters)     5118.9   (feet) COMP
 KM0420  MODELED GRAVITY -    979,572.6   (mgal)                       NAVD 88
 KM0420
 KM0420  VERT ORDER      -  * POSTED, SEE BELOW
 KM0420
 KM0420.The horizontal coordinates were established by autonomous hand held GPS
 KM0420.observations and have an estimated accuracy of +/- 10 meters.
 KM0420
 KM0420.The orthometric height was determined by differential leveling
 KM0420.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0420
 KM0420.* This is a POSTED BENCH MARK height.
 KM0420
 KM0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0420.GEOID18 height accuracy estimate available here.
 KM0420
 KM0420.Click photographs - Photos may exist for this station.
 KM0420
 KM0420.The dynamic height is computed by dividing the NAVD 88
 KM0420.geopotential number by the normal gravity value computed on the
 KM0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0420.degrees latitude (g = 980.6199 gals.).
 KM0420
 KM0420.The modeled gravity was interpolated from observed gravity values.
 KM0420
 KM0420;                    North         East    Units  Estimated Accuracy
 KM0420;SPC UT C     - 2,092,240.      680,215.      MT  (+/- 10 meters HH2 GPS)
 KM0420
 KM0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ3696034091(NAD 83)
 KM0420
 KM0420                          SUPERSEDED SURVEY CONTROL
 KM0420
 KM0420.No superseded survey control is available for this station.
 KM0420
 KM0420_MARKER: DB = BENCH MARK DISK
 KM0420_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0420_STAMPING: 65 FMK 1969 5120
 KM0420_MARK LOGO: USGS
 KM0420_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0420+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2012
 KM0420
 KM0420  HISTORY     - Date     Condition        Report By
 KM0420  HISTORY     - 1969     MONUMENTED       USGS
 KM0420  HISTORY     - 20121105 GOOD             GEOCAC
 KM0420
 KM0420                          STATION DESCRIPTION
 KM0420
 KM0420'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0420'FROM THE POST OFFICE IN CISCO, UTAH, PROCEED 5.6 MILES NORTHEAST
 KM0420'ALONG U. S. HIGHWAYS 6 AND 50, THENCE 12.3 MILES NORTHWEST ALONG
 KM0420'COUNTY ROAD TO A FENCE CORNER AT A T-FENCE WEST AND A WOODEN GATE,
 KM0420'(WEST SIDE OF COTTON WOOD WASH), 24 FEET EAST OF THE CENTERLINE OF
 KM0420'THE ROAD, WITNESS POST SET NEAR BENCH MARK, SET ON 20 FEET OF
 KM0420'COPPER-COATED STEEL ROD ENCASED IN A 6-INCH CONCRETE PIPE WHICH IS
 KM0420'FLUSH WITH THE GROUND.
 KM0420
 KM0420                          STATION RECOVERY (2012)
 KM0420
 KM0420'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 KM0420'MARK IS 1.5 FT SOUTHWEST OF THE T FENCE SET POST AND 0.10 FT BELOW THE
 KM0420'SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5573 ***********************************************************************
 DR5573  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5573  DESIGNATION -  65 FMK
 DR5573  PID         -  DR5573
 DR5573  STATE/COUNTY-  UT/WEBER
 DR5573  COUNTRY     -  US
 DR5573  USGS QUAD   -  PLAIN CITY SW (2017)
 DR5573
 DR5573                         *CURRENT SURVEY CONTROL
 DR5573  ______________________________________________________________________
 DR5573* NAD 83(2011) POSITION- 41 15 00.72147(N) 112 11 34.53026(W)   ADJUSTED
 DR5573* NAD 83(2011) ELLIP HT-  1269.074 (meters)        (07/08/20)   ADJUSTED
 DR5573* NAD 83(2011) EPOCH   -  2010.00
 DR5573* NAVD 88 ORTHO HEIGHT -  1285.92  (meters)     4218.9   (feet) GPS OBS
 DR5573  ______________________________________________________________________
 DR5573  GEOID HEIGHT    -        -16.826 (meters)                     GEOID18
 DR5573  NAD 83(2011) X  - -1,814,322.137 (meters)                     COMP
 DR5573  NAD 83(2011) Y  - -4,447,430.421 (meters)                     COMP
 DR5573  NAD 83(2011) Z  -  4,184,190.709 (meters)                     COMP
 DR5573  LAPLACE CORR    -         -2.34  (seconds)                    DEFLEC18
 DR5573
 DR5573  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5573  Standards:
 DR5573         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5573            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5573  -------------------------------------------------------------------
 DR5573  NETWORK    0.66   1.25           0.29   0.25   0.64     -0.05877845
 DR5573  -------------------------------------------------------------------
 DR5573  Click here for local accuracies and other accuracy information.
 DR5573
 DR5573.The horizontal coordinates were established by GPS observations
 DR5573.and adjusted by the National Geodetic Survey in July 2020.
 DR5573
 DR5573.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5573.been affixed to the stable North American tectonic plate. See 
 DR5573.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5573
 DR5573.The horizontal coordinates are valid at the epoch date displayed above
 DR5573.which is a decimal equivalence of Year/Month/Day.
 DR5573
 DR5573.The orthometric height was determined by GPS observations and a
 DR5573.high-resolution geoid model using precise GPS observation and
 DR5573.processing techniques.
 DR5573
 DR5573.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5573.GEOID18 height accuracy estimate available here.
 DR5573
 DR5573.Click photographs - Photos may exist for this station.
 DR5573
 DR5573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5573
 DR5573.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5573
 DR5573.The ellipsoidal height was determined by GPS observations
 DR5573.and is referenced to NAD 83.
 DR5573
 DR5573. The following values were computed from the NAD 83(2011) position.
 DR5573
 DR5573;                    North         East     Units Scale Factor Converg.
 DR5573;SPC UT N     - 1,102,049.464   441,924.760   MT  0.99995684   -0 27 24.8
 DR5573;SPC UT N     - 3,615,640.62  1,449,881.48   sFT  0.99995684   -0 27 24.8
 DR5573;UTM  12      - 4,567,218.375   400,052.564   MT  0.99972294   -0 47 11.8
 DR5573
 DR5573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5573!SPC UT N     -   0.99980098  x   0.99995684  =   0.99975783
 DR5573!UTM  12      -   0.99980098  x   0.99972294  =   0.99952397
 DR5573
 DR5573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0005267218(NAD 83)
 DR5573
 DR5573                          SUPERSEDED SURVEY CONTROL
 DR5573
 DR5573.No superseded survey control is available for this station.
 DR5573
 DR5573_MARKER: DD = SURVEY DISK
 DR5573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5573_STAMPING: 65 FMK 1966
 DR5573_MARK LOGO: USGS
 DR5573_PROJECTION: FLUSH
 DR5573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5573+STABILITY: SURFACE MOTION
 DR5573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5573+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2016
 DR5573
 DR5573  HISTORY     - Date     Condition        Report By
 DR5573  HISTORY     - 1966     MONUMENTED       USGS
 DR5573  HISTORY     - 20160930 GOOD             UT-057
 DR5573
 DR5573                          STATION DESCRIPTION
 DR5573
 DR5573'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5573'THE STATION IS LOCATED ABOUT 10.2 MI (16.4 KM) NORTHWEST OF ROY PARK
 DR5573'ADDITION SUBDIVISION, 9.6 MI (15.4 KM) NORTHWEST OF ROY WEST
 DR5573'SUBDIVISION AND 6.5 MI (10.5 KM) WEST-SOUTHWEST OF PLAIN CITY.
 DR5573'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5573'
 DR5573'TO REACH FROM THE INTERSECTION OF 8300 WEST AND 900 SOUTH PROCEED WEST
 DR5573'0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT.  THE APPROXIMATE ADDRESS
 DR5573'OF THE MARK IS 8819 WEST 900 SOUTH.
 DR5573'
 DR5573'IT IS 133.6 FT (40.7 M) EAST OF A POWER POLE, 112.9 FT (34.4 M) WEST
 DR5573'OF A POWER POLE, 40.1 FT (12.2 M) NORTH OF THE CENTERLINE OF 900 SOUTH
 DR5573'STREET, 15.5 FT (4.7 M) SOUTH OF THE CENTER OF A DITCH AND SET IN THE
 DR5573'TOP OF A 6-IN (15 CM) SQUARE CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0414 ***********************************************************************
 LO0414  DESIGNATION -  6501.1
 LO0414  PID         -  LO0414
 LO0414  STATE/COUNTY-  UT/WASATCH
 LO0414  COUNTRY     -  US
 LO0414  USGS QUAD   -  CENTER CREEK (2017)
 LO0414
 LO0414                         *CURRENT SURVEY CONTROL
 LO0414  ______________________________________________________________________
 LO0414* NAD 83(1986) POSITION- 40 24 14.     (N) 111 18 33.     (W)   SCALED
 LO0414* NAVD 88 ORTHO HEIGHT -  1983.091 (meters)     6506.19  (feet) ADJUSTED
 LO0414  ______________________________________________________________________
 LO0414  GEOID HEIGHT    -        -15.360 (meters)                     GEOID18
 LO0414  DYNAMIC HEIGHT  -       1981.160 (meters)     6499.86  (feet) COMP
 LO0414  MODELED GRAVITY -    979,580.7   (mgal)                       NAVD 88
 LO0414
 LO0414  VERT ORDER      -  SECOND    CLASS 0
 LO0414
 LO0414.The horizontal coordinates were scaled from a map and have
 LO0414.an estimated accuracy of +/- 6 seconds.
 LO0414
 LO0414.The orthometric height was determined by differential leveling and
 LO0414.adjusted by the NATIONAL GEODETIC SURVEY
 LO0414.in June 1991.
 LO0414
 LO0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0414.GEOID18 height accuracy estimate available here.
 LO0414
 LO0414.Click photographs - Photos may exist for this station.
 LO0414
 LO0414.The dynamic height is computed by dividing the NAVD 88
 LO0414.geopotential number by the normal gravity value computed on the
 LO0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0414.degrees latitude (g = 980.6199 gals.).
 LO0414
 LO0414.The modeled gravity was interpolated from observed gravity values.
 LO0414
 LO0414;                    North         East    Units  Estimated Accuracy
 LO0414;SPC UT C     - 2,229,890.      516,200.      MT  (+/- 180 meters Scaled)
 LO0414
 LO0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK737726(NAD 83)
 LO0414
 LO0414                          SUPERSEDED SURVEY CONTROL
 LO0414
 LO0414  NGVD 29 (??/??/92) 1981.810  (m)         6501.99   (f) ADJ UNCH    2 0
 LO0414
 LO0414.Superseded values are not recommended for survey control.
 LO0414
 LO0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0414.See file dsdata.pdf to determine how the superseded data were derived.
 LO0414
 LO0414_MARKER: DD = SURVEY DISK
 LO0414_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0414_SP_SET: CULVERT HEADWALL
 LO0414_STAMPING: 6501.1
 LO0414_MARK LOGO: BPR
 LO0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0414+STABILITY: SURFACE MOTION
 LO0414
 LO0414  HISTORY     - Date     Condition        Report By
 LO0414  HISTORY     - UNK      MONUMENTED       BPR
 LO0414  HISTORY     - 1934     GOOD             CGS
 LO0414  HISTORY     - 19900601 MARK NOT FOUND   USGS
 LO0414
 LO0414                          STATION DESCRIPTION
 LO0414
 LO0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0414'9.6 MI SE FROM HEBER.
 LO0414'9.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0414'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0414'NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0414'STAMPED 6501.1.
 LO0414
 LO0414                          STATION RECOVERY (1990)
 LO0414
 LO0414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SB)
 LO0414'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0097 ***********************************************************************
 KN0097  DESIGNATION -  6519
 KN0097  PID         -  KN0097
 KN0097  STATE/COUNTY-  UT/CARBON
 KN0097  COUNTRY     -  US
 KN0097  USGS QUAD   -  KYUNE (2017)
 KN0097
 KN0097                         *CURRENT SURVEY CONTROL
 KN0097  ______________________________________________________________________
 KN0097* NAD 83(1986) POSITION- 39 46 19.     (N) 110 54 27.     (W)   SCALED
 KN0097* NAVD 88 ORTHO HEIGHT -  1989.096 (meters)     6525.89  (feet) ADJUSTED
 KN0097  ______________________________________________________________________
 KN0097  GEOID HEIGHT    -        -15.963 (meters)                     GEOID18
 KN0097  DYNAMIC HEIGHT  -       1987.066 (meters)     6519.23  (feet) COMP
 KN0097  MODELED GRAVITY -    979,535.2   (mgal)                       NAVD 88
 KN0097
 KN0097  VERT ORDER      -  FIRST     CLASS II
 KN0097
 KN0097.The horizontal coordinates were scaled from a map and have
 KN0097.an estimated accuracy of +/- 6 seconds.
 KN0097
 KN0097.The orthometric height was determined by differential leveling and
 KN0097.adjusted by the NATIONAL GEODETIC SURVEY
 KN0097.in June 1991.
 KN0097
 KN0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0097.GEOID18 height accuracy estimate available here.
 KN0097
 KN0097.Click photographs - Photos may exist for this station.
 KN0097
 KN0097.The dynamic height is computed by dividing the NAVD 88
 KN0097.geopotential number by the normal gravity value computed on the
 KN0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0097.degrees latitude (g = 980.6199 gals.).
 KN0097
 KN0097.The modeled gravity was interpolated from observed gravity values.
 KN0097
 KN0097;                    North         East    Units  Estimated Accuracy
 KN0097;SPC UT C     - 2,159,880.      550,760.      MT  (+/- 180 meters Scaled)
 KN0097
 KN0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK079024(NAD 83)
 KN0097
 KN0097                          SUPERSEDED SURVEY CONTROL
 KN0097
 KN0097  NGVD 29 (??/??/92) 1987.909  (m)         6522.00   (f) ADJ UNCH    1 2
 KN0097
 KN0097.Superseded values are not recommended for survey control.
 KN0097
 KN0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0097.See file dsdata.pdf to determine how the superseded data were derived.
 KN0097
 KN0097_MARKER: DB = BENCH MARK DISK
 KN0097_SETTING: 80 = SET IN A BOULDER
 KN0097_STAMPING: 6519-32 1910
 KN0097_MARK LOGO: USGS
 KN0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0097+STABILITY: SURFACE MOTION
 KN0097
 KN0097  HISTORY     - Date     Condition        Report By
 KN0097  HISTORY     - 1910     MONUMENTED       USGS
 KN0097  HISTORY     - 1934     GOOD             CGS
 KN0097
 KN0097                          STATION DESCRIPTION
 KN0097
 KN0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0097'3.0 MI N FROM CASTLEGATE.
 KN0097'3.0 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KN0097'CASTLEGATE, CARBON COUNTY, 45 YARDS SOUTHEAST OF MILEPOST 634, 50 FEET
 KN0097'EAST OF THE TRACK, AND IN THE TOP OF A SANDSTONE BOULDER.  A UNITED
 KN0097'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 6519 1910 3.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0295 ***********************************************************************
 JO0295  DESIGNATION -  6540
 JO0295  PID         -  JO0295
 JO0295  STATE/COUNTY-  UT/BEAVER
 JO0295  COUNTRY     -  US
 JO0295  USGS QUAD   -  FRISCO (2017)
 JO0295
 JO0295                         *CURRENT SURVEY CONTROL
 JO0295  ______________________________________________________________________
 JO0295* NAD 83(1986) POSITION- 38 27 08.     (N) 113 15 36.     (W)   SCALED
 JO0295* NAVD 88 ORTHO HEIGHT -  1943.486 (meters)     6376.25  (feet) ADJUSTED
 JO0295  ______________________________________________________________________
 JO0295  GEOID HEIGHT    -        -20.841 (meters)                     GEOID18
 JO0295  DYNAMIC HEIGHT  -       1941.362 (meters)     6369.29  (feet) COMP
 JO0295  MODELED GRAVITY -    979,465.4   (mgal)                       NAVD 88
 JO0295
 JO0295  VERT ORDER      -  FIRST     CLASS II
 JO0295
 JO0295.The horizontal coordinates were scaled from a map and have
 JO0295.an estimated accuracy of +/- 6 seconds.
 JO0295
 JO0295.The orthometric height was determined by differential leveling and
 JO0295.adjusted by the NATIONAL GEODETIC SURVEY
 JO0295.in June 1991.
 JO0295
 JO0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0295.GEOID18 height accuracy estimate available here.
 JO0295
 JO0295.Click photographs - Photos may exist for this station.
 JO0295
 JO0295.The dynamic height is computed by dividing the NAVD 88
 JO0295.geopotential number by the normal gravity value computed on the
 JO0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0295.degrees latitude (g = 980.6199 gals.).
 JO0295
 JO0295.The modeled gravity was interpolated from observed gravity values.
 JO0295
 JO0295;                    North         East    Units  Estimated Accuracy
 JO0295;SPC UT S     - 3,199,620.      346,380.      MT  (+/- 180 meters Scaled)
 JO0295
 JO0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH027584(NAD 83)
 JO0295
 JO0295                          SUPERSEDED SURVEY CONTROL
 JO0295
 JO0295  NGVD 29 (??/??/92) 1942.297  (m)         6372.35   (f) ADJ UNCH    1 2
 JO0295
 JO0295.Superseded values are not recommended for survey control.
 JO0295
 JO0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0295.See file dsdata.pdf to determine how the superseded data were derived.
 JO0295
 JO0295_MARKER: P = PIPE CAP
 JO0295_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JO0295_STAMPING: 6450 FRR
 JO0295_MARK LOGO: USGS
 JO0295_MAGNETIC: P = MARKER IS A STEEL PIPE
 JO0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0295
 JO0295  HISTORY     - Date     Condition        Report By
 JO0295  HISTORY     - 1904     MONUMENTED       USGS
 JO0295  HISTORY     - 1934     GOOD             CGS
 JO0295  HISTORY     - 1960     MARK NOT FOUND   CGS
 JO0295
 JO0295                          STATION DESCRIPTION
 JO0295
 JO0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0295'16.3 MI W FROM MILFORD.
 JO0295'16.3 MILES WEST ALONG THE ABANDONED LOS ANGELES AND SALT LAKE RAILROAD
 JO0295'FROM THE STATION AT MILFORD, BEAVER COUNTY, AT FRISCO, EAST ACROSS
 JO0295'STATE HIGHWAY 21 FROM THE STATION, AT THE HIGHWAY CROSSING, 25 FEET
 JO0295'NORTH OF THE TRACK, AND 10 FEET EAST OF THE HIGHWAY.  A UNITED STATES
 JO0295'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6540 FRR AND RIVETED ON THE
 JO0295'TOP OF A 3-1/2-INCH IRON PIPE.
 JO0295
 JO0295                          STATION RECOVERY (1960)
 JO0295
 JO0295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JO0295'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0413 ***********************************************************************
 LO0413  DESIGNATION -  6547.1
 LO0413  PID         -  LO0413
 LO0413  STATE/COUNTY-  UT/WASATCH
 LO0413  COUNTRY     -  US
 LO0413  USGS QUAD   -  CENTER CREEK (2017)
 LO0413
 LO0413                         *CURRENT SURVEY CONTROL
 LO0413  ______________________________________________________________________
 LO0413* NAD 83(1986) POSITION- 40 23 55.     (N) 111 18 15.     (W)   SCALED
 LO0413* NAVD 88 ORTHO HEIGHT -  1997.121 (meters)     6552.22  (feet) ADJUSTED
 LO0413  ______________________________________________________________________
 LO0413  GEOID HEIGHT    -        -15.357 (meters)                     GEOID18
 LO0413  DYNAMIC HEIGHT  -       1995.159 (meters)     6545.78  (feet) COMP
 LO0413  MODELED GRAVITY -    979,571.9   (mgal)                       NAVD 88
 LO0413
 LO0413  VERT ORDER      -  SECOND    CLASS 0
 LO0413
 LO0413.The horizontal coordinates were scaled from a map and have
 LO0413.an estimated accuracy of +/- 6 seconds.
 LO0413
 LO0413.The orthometric height was determined by differential leveling and
 LO0413.adjusted by the NATIONAL GEODETIC SURVEY
 LO0413.in June 1991.
 LO0413
 LO0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0413.GEOID18 height accuracy estimate available here.
 LO0413
 LO0413.Click photographs - Photos may exist for this station.
 LO0413
 LO0413.The dynamic height is computed by dividing the NAVD 88
 LO0413.geopotential number by the normal gravity value computed on the
 LO0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0413.degrees latitude (g = 980.6199 gals.).
 LO0413
 LO0413.The modeled gravity was interpolated from observed gravity values.
 LO0413
 LO0413;                    North         East    Units  Estimated Accuracy
 LO0413;SPC UT C     - 2,229,310.      516,620.      MT  (+/- 180 meters Scaled)
 LO0413
 LO0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK741720(NAD 83)
 LO0413
 LO0413                          SUPERSEDED SURVEY CONTROL
 LO0413
 LO0413  NGVD 29 (??/??/92) 1995.824  (m)         6547.97   (f) ADJ UNCH    2 0
 LO0413
 LO0413.Superseded values are not recommended for survey control.
 LO0413
 LO0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0413.See file dsdata.pdf to determine how the superseded data were derived.
 LO0413
 LO0413_MARKER: DD = SURVEY DISK
 LO0413_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0413_SP_SET: CULVERT HEADWALL
 LO0413_STAMPING: 6547.1
 LO0413_MARK LOGO: BPR
 LO0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0413+STABILITY: SURFACE MOTION
 LO0413
 LO0413  HISTORY     - Date     Condition        Report By
 LO0413  HISTORY     - UNK      MONUMENTED       BPR
 LO0413  HISTORY     - 1934     GOOD             CGS
 LO0413  HISTORY     - 1964     MARK NOT FOUND   CGS
 LO0413
 LO0413                          STATION DESCRIPTION
 LO0413
 LO0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0413'10.1 MI SE FROM HEBER.
 LO0413'10.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0413'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0413'NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0413'STAMPED 6547.1.
 LO0413
 LO0413                          STATION RECOVERY (1964)
 LO0413
 LO0413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LO0413'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0135 ***********************************************************************
 JN0135  DESIGNATION -  6576
 JN0135  PID         -  JN0135
 JN0135  STATE/COUNTY-  UT/SEVIER
 JN0135  COUNTRY     -  US
 JN0135  USGS QUAD   -  WALKER FLAT (2017)
 JN0135
 JN0135                         *CURRENT SURVEY CONTROL
 JN0135  ______________________________________________________________________
 JN0135* NAD 83(1986) POSITION- 38 45 46.     (N) 111 21 36.     (W)   SCALED
 JN0135* NAVD 88 ORTHO HEIGHT -  2006.099 (meters)     6581.68  (feet) ADJUSTED
 JN0135  ______________________________________________________________________
 JN0135  GEOID HEIGHT    -        -17.803 (meters)                     GEOID18
 JN0135  DYNAMIC HEIGHT  -       2003.875 (meters)     6574.38  (feet) COMP
 JN0135  MODELED GRAVITY -    979,447.7   (mgal)                       NAVD 88
 JN0135
 JN0135  VERT ORDER      -  SECOND    CLASS 0
 JN0135
 JN0135.The horizontal coordinates were scaled from a map and have
 JN0135.an estimated accuracy of +/- 6 seconds.
 JN0135
 JN0135.The orthometric height was determined by differential leveling and
 JN0135.adjusted by the NATIONAL GEODETIC SURVEY
 JN0135.in June 1991.
 JN0135
 JN0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0135.GEOID18 height accuracy estimate available here.
 JN0135
 JN0135.Click photographs - Photos may exist for this station.
 JN0135
 JN0135.The dynamic height is computed by dividing the NAVD 88
 JN0135.geopotential number by the normal gravity value computed on the
 JN0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0135.degrees latitude (g = 980.6199 gals.).
 JN0135
 JN0135.The modeled gravity was interpolated from observed gravity values.
 JN0135
 JN0135;                    North         East    Units  Estimated Accuracy
 JN0135;SPC UT C     - 2,047,690.      512,170.      MT  (+/- 180 meters Scaled)
 JN0135
 JN0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH687905(NAD 83)
 JN0135
 JN0135                          SUPERSEDED SURVEY CONTROL
 JN0135
 JN0135  NGVD 29 (??/??/92) 2004.841  (m)         6577.55   (f) ADJ UNCH    2 0
 JN0135
 JN0135.Superseded values are not recommended for survey control.
 JN0135
 JN0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0135.See file dsdata.pdf to determine how the superseded data were derived.
 JN0135
 JN0135_MARKER: DB = BENCH MARK DISK
 JN0135_SETTING: 80 = SET IN A BOULDER
 JN0135_STAMPING: NO. 17 6576 1923
 JN0135_MARK LOGO: USGS
 JN0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0135+STABILITY: SURFACE MOTION
 JN0135
 JN0135  HISTORY     - Date     Condition        Report By
 JN0135  HISTORY     - 1923     MONUMENTED       USGS
 JN0135  HISTORY     - 1934     GOOD             CGS
 JN0135
 JN0135                          STATION DESCRIPTION
 JN0135
 JN0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0135'14.4 MI S FROM EMERY.
 JN0135'IN SEVIER COUNTY, ABOUT 14.4 MILES SOUTH ALONG STATE HIGHWAY 10 FROM
 JN0135'THE PUBLIC SCHOOL AT EMERY, EMERY COUNTY, ABOUT 0.8 MILE WEST OF AN
 JN0135'ELBOW IN IVIE CREEK, AT THE FOOT OF A ROCK BENCH, 10 FEET SOUTH OF THE
 JN0135'CENTER LINE OF THE HIGHWAY, IN THE TOP OF A LAVA BOULDER, AND ABOUT 4
 JN0135'FEET ABOVE THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JN0135'DISK, STAMPED NO. 17 6576 1923.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0412 ***********************************************************************
 LO0412  DESIGNATION -  6580
 LO0412  PID         -  LO0412
 LO0412  STATE/COUNTY-  UT/WASATCH
 LO0412  COUNTRY     -  US
 LO0412  USGS QUAD   -  CENTER CREEK (2017)
 LO0412
 LO0412                         *CURRENT SURVEY CONTROL
 LO0412  ______________________________________________________________________
 LO0412* NAD 83(1986) POSITION- 40 23 38.     (N) 111 18 09.     (W)   SCALED
 LO0412* NAVD 88 ORTHO HEIGHT -  2007.881 (meters)     6587.52  (feet) ADJUSTED
 LO0412  ______________________________________________________________________
 LO0412  GEOID HEIGHT    -        -15.362 (meters)                     GEOID18
 LO0412  DYNAMIC HEIGHT  -       2005.900 (meters)     6581.02  (feet) COMP
 LO0412  MODELED GRAVITY -    979,567.4   (mgal)                       NAVD 88
 LO0412
 LO0412  VERT ORDER      -  SECOND    CLASS 0
 LO0412
 LO0412.The horizontal coordinates were scaled from a map and have
 LO0412.an estimated accuracy of +/- 6 seconds.
 LO0412
 LO0412.The orthometric height was determined by differential leveling and
 LO0412.adjusted by the NATIONAL GEODETIC SURVEY
 LO0412.in June 1991.
 LO0412
 LO0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0412.GEOID18 height accuracy estimate available here.
 LO0412
 LO0412.Click photographs - Photos may exist for this station.
 LO0412
 LO0412.The dynamic height is computed by dividing the NAVD 88
 LO0412.geopotential number by the normal gravity value computed on the
 LO0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0412.degrees latitude (g = 980.6199 gals.).
 LO0412
 LO0412.The modeled gravity was interpolated from observed gravity values.
 LO0412
 LO0412;                    North         East    Units  Estimated Accuracy
 LO0412;SPC UT C     - 2,228,780.      516,770.      MT  (+/- 180 meters Scaled)
 LO0412
 LO0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK743715(NAD 83)
 LO0412
 LO0412                          SUPERSEDED SURVEY CONTROL
 LO0412
 LO0412  NGVD 29 (??/??/92) 2006.579  (m)         6583.25   (f) ADJ UNCH    2 0
 LO0412
 LO0412.Superseded values are not recommended for survey control.
 LO0412
 LO0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0412.See file dsdata.pdf to determine how the superseded data were derived.
 LO0412
 LO0412_MARKER: P = PIPE CAP
 LO0412_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0412_STAMPING: 6580 SLAK
 LO0412_MARK LOGO: USGS
 LO0412_MAGNETIC: P = MARKER IS A STEEL PIPE
 LO0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0412
 LO0412  HISTORY     - Date     Condition        Report By
 LO0412  HISTORY     - 1900     MONUMENTED       USGS
 LO0412  HISTORY     - 1934     GOOD             CGS
 LO0412  HISTORY     - 1964     MARK NOT FOUND   CGS
 LO0412
 LO0412                          STATION DESCRIPTION
 LO0412
 LO0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0412'10.4 MI SE FROM HEBER.
 LO0412'10.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0412'HEBER, WASATCH COUNTY, AT DANIELS CANYON, 150 FEET SOUTHWEST OF A
 LO0412'CREEK, IN A SMALL CLEARING, 20 FEET NORTHEAST OF THE HIGHWAY, AND 3.8
 LO0412'FEET SOUTHEAST OF THE EDGE OF THE CANYON.  A UNITED STATES GEOLOGICAL
 LO0412'SURVEY STANDARD CAP, STAMPED 6580 SLAK AND RIVETED ON THE TOP OF A
 LO0412'3-1/2-INCH IRON PIPE.
 LO0412
 LO0412                          STATION RECOVERY (1964)
 LO0412
 LO0412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LO0412'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0411 ***********************************************************************
 LO0411  DESIGNATION -  6596.4
 LO0411  PID         -  LO0411
 LO0411  STATE/COUNTY-  UT/WASATCH
 LO0411  COUNTRY     -  US
 LO0411  USGS QUAD   -  CENTER CREEK (2017)
 LO0411
 LO0411                         *CURRENT SURVEY CONTROL
 LO0411  ______________________________________________________________________
 LO0411* NAD 83(1986) POSITION- 40 23 29.     (N) 111 18 09.     (W)   SCALED
 LO0411* NAVD 88 ORTHO HEIGHT -  2012.162 (meters)     6601.57  (feet) ADJUSTED
 LO0411  ______________________________________________________________________
 LO0411  GEOID HEIGHT    -        -15.366 (meters)                     GEOID18
 LO0411  DYNAMIC HEIGHT  -       2010.174 (meters)     6595.05  (feet) COMP
 LO0411  MODELED GRAVITY -    979,566.0   (mgal)                       NAVD 88
 LO0411
 LO0411  VERT ORDER      -  SECOND    CLASS 0
 LO0411
 LO0411.The horizontal coordinates were scaled from a map and have
 LO0411.an estimated accuracy of +/- 6 seconds.
 LO0411
 LO0411.The orthometric height was determined by differential leveling and
 LO0411.adjusted by the NATIONAL GEODETIC SURVEY
 LO0411.in June 1991.
 LO0411
 LO0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0411.GEOID18 height accuracy estimate available here.
 LO0411
 LO0411.Click photographs - Photos may exist for this station.
 LO0411
 LO0411.The dynamic height is computed by dividing the NAVD 88
 LO0411.geopotential number by the normal gravity value computed on the
 LO0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0411.degrees latitude (g = 980.6199 gals.).
 LO0411
 LO0411.The modeled gravity was interpolated from observed gravity values.
 LO0411
 LO0411;                    North         East    Units  Estimated Accuracy
 LO0411;SPC UT C     - 2,228,510.      516,770.      MT  (+/- 180 meters Scaled)
 LO0411
 LO0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK743712(NAD 83)
 LO0411
 LO0411                          SUPERSEDED SURVEY CONTROL
 LO0411
 LO0411  NGVD 29 (??/??/92) 2010.858  (m)         6597.29   (f) ADJ UNCH    2 0
 LO0411
 LO0411.Superseded values are not recommended for survey control.
 LO0411
 LO0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0411.See file dsdata.pdf to determine how the superseded data were derived.
 LO0411
 LO0411_MARKER: DD = SURVEY DISK
 LO0411_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0411_SP_SET: CULVERT HEADWALL
 LO0411_STAMPING: 6596.4
 LO0411_MARK LOGO: BPR
 LO0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0411+STABILITY: SURFACE MOTION
 LO0411
 LO0411  HISTORY     - Date     Condition        Report By
 LO0411  HISTORY     - UNK      MONUMENTED       BPR
 LO0411  HISTORY     - 1934     GOOD             CGS
 LO0411  HISTORY     - 1964     MARK NOT FOUND   CGS
 LO0411
 LO0411                          STATION DESCRIPTION
 LO0411
 LO0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0411'10.5 MI SE FROM HEBER.
 LO0411'10.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0411'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0411'NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0411'STAMPED 6596.4.
 LO0411
 LO0411                          STATION RECOVERY (1964)
 LO0411
 LO0411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LO0411'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0422 ***********************************************************************
 KM0422  DESIGNATION -  66 FMK
 KM0422  PID         -  KM0422
 KM0422  STATE/COUNTY-  UT/GRAND
 KM0422  COUNTRY     -  US
 KM0422  USGS QUAD   -  FLUME CANYON (2017)
 KM0422
 KM0422                         *CURRENT SURVEY CONTROL
 KM0422  ______________________________________________________________________
 KM0422* NAD 83(1986) POSITION- 39 07 31.6    (N) 109 23 34.7    (W)   HD_HELD2
 KM0422* NAVD 88 ORTHO HEIGHT -  1531.633 (meters)     5025.03  (feet) POSTED
 KM0422  ______________________________________________________________________
 KM0422  GEOID HEIGHT    -        -18.676 (meters)                     GEOID18
 KM0422  DYNAMIC HEIGHT  -       1530.12  (meters)     5020.1   (feet) COMP
 KM0422  MODELED GRAVITY -    979,583.7   (mgal)                       NAVD 88
 KM0422
 KM0422  VERT ORDER      -  * POSTED, SEE BELOW
 KM0422
 KM0422.The horizontal coordinates were established by autonomous hand held GPS
 KM0422.observations and have an estimated accuracy of +/- 10 meters.
 KM0422
 KM0422.The orthometric height was determined by differential leveling
 KM0422.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0422
 KM0422.* This is a POSTED BENCH MARK height.
 KM0422
 KM0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0422.GEOID18 height accuracy estimate available here.
 KM0422
 KM0422.Click photographs - Photos may exist for this station.
 KM0422
 KM0422.The dynamic height is computed by dividing the NAVD 88
 KM0422.geopotential number by the normal gravity value computed on the
 KM0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0422.degrees latitude (g = 980.6199 gals.).
 KM0422
 KM0422.The modeled gravity was interpolated from observed gravity values.
 KM0422
 KM0422;                    North         East    Units  Estimated Accuracy
 KM0422;SPC UT C     - 2,090,086.      682,180.      MT  (+/- 10 meters HH2 GPS)
 KM0422
 KM0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ3891331926(NAD 83)
 KM0422
 KM0422                          SUPERSEDED SURVEY CONTROL
 KM0422
 KM0422.No superseded survey control is available for this station.
 KM0422
 KM0422_MARKER: DD = SURVEY DISK
 KM0422_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0422_STAMPING: 66 FMK 1969 5021
 KM0422_MARK LOGO: USGS
 KM0422_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0422+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2012
 KM0422
 KM0422  HISTORY     - Date     Condition        Report By
 KM0422  HISTORY     - 1969     MONUMENTED       USGS
 KM0422  HISTORY     - 20121105 GOOD             GEOCAC
 KM0422
 KM0422                          STATION DESCRIPTION
 KM0422
 KM0422'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0422'FROM THE POST OFFICE IN CISCO, UTAH, PROCEED 5.6 MILES NORTHEAST
 KM0422'ALONG U. S. HIGHWAYS 6 AND 50, THENCE 10.4 MILES NORTHWEST ALONG
 KM0422'COUNTY ROAD, 52 FEET SOUTHWEST OF A TRACK ROAD NORTHEAST TO CORRALS,
 KM0422'51 FEET NORTHEAST OF COUNTY ROAD, WITNESS POST SET NEAR BENCH MARK,
 KM0422'SET ON 10 FEET OF COPPER-COATED STEEL ROD ENCASED IN 6-INCH CONCRETE
 KM0422'PIPE WHICH IS FLUSH WITH THE GROUND.
 KM0422
 KM0422                          STATION RECOVERY (2012)
 KM0422
 KM0422'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 KM0422'MARK IS AT A METAL WITNESS POST IN A CIRCLE OF BOULDERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5548 ***********************************************************************
 DR5548  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5548  DESIGNATION -  66 FMK
 DR5548  PID         -  DR5548
 DR5548  STATE/COUNTY-  UT/WEBER
 DR5548  COUNTRY     -  US
 DR5548  USGS QUAD   -  PLAIN CITY SW (2017)
 DR5548
 DR5548                         *CURRENT SURVEY CONTROL
 DR5548  ______________________________________________________________________
 DR5548* NAD 83(2011) POSITION- 41 15 00.27662(N) 112 09 40.59881(W)   ADJUSTED
 DR5548* NAD 83(2011) ELLIP HT-  1270.822 (meters)        (07/08/20)   ADJUSTED
 DR5548* NAD 83(2011) EPOCH   -  2010.00
 DR5548* NAVD 88 ORTHO HEIGHT -  1287.72  (meters)     4224.8   (feet) GPS OBS
 DR5548  ______________________________________________________________________
 DR5548  GEOID HEIGHT    -        -16.885 (meters)                     GEOID18
 DR5548  NAD 83(2011) X  - -1,811,869.208 (meters)                     COMP
 DR5548  NAD 83(2011) Y  - -4,448,441.492 (meters)                     COMP
 DR5548  NAD 83(2011) Z  -  4,184,181.542 (meters)                     COMP
 DR5548  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 DR5548
 DR5548  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5548  Standards:
 DR5548         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5548            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5548  -------------------------------------------------------------------
 DR5548  NETWORK    0.80   1.51           0.36   0.29   0.77     -0.05689297
 DR5548  -------------------------------------------------------------------
 DR5548  Click here for local accuracies and other accuracy information.
 DR5548
 DR5548.The horizontal coordinates were established by GPS observations
 DR5548.and adjusted by the National Geodetic Survey in July 2020.
 DR5548
 DR5548.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5548.been affixed to the stable North American tectonic plate. See 
 DR5548.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5548
 DR5548.The horizontal coordinates are valid at the epoch date displayed above
 DR5548.which is a decimal equivalence of Year/Month/Day.
 DR5548
 DR5548.The orthometric height was determined by GPS observations and a
 DR5548.high-resolution geoid model using precise GPS observation and
 DR5548.processing techniques.
 DR5548
 DR5548.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5548.GEOID18 height accuracy estimate available here.
 DR5548
 DR5548.Click photographs - Photos may exist for this station.
 DR5548
 DR5548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5548
 DR5548.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5548
 DR5548.The ellipsoidal height was determined by GPS observations
 DR5548.and is referenced to NAD 83.
 DR5548
 DR5548. The following values were computed from the NAD 83(2011) position.
 DR5548
 DR5548;                    North         East     Units Scale Factor Converg.
 DR5548;SPC UT N     - 1,102,015.074   444,577.045   MT  0.99995684   -0 26 09.7
 DR5548;SPC UT N     - 3,615,527.79  1,458,583.19   sFT  0.99995684   -0 26 09.7
 DR5548;UTM  12      - 4,567,168.734   402,703.978   MT  0.99971650   -0 45 56.7
 DR5548
 DR5548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5548!SPC UT N     -   0.99980070  x   0.99995684  =   0.99975755
 DR5548!UTM  12      -   0.99980070  x   0.99971650  =   0.99951726
 DR5548
 DR5548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0270367168(NAD 83)
 DR5548
 DR5548                          SUPERSEDED SURVEY CONTROL
 DR5548
 DR5548.No superseded survey control is available for this station.
 DR5548
 DR5548_MARKER: DB = BENCH MARK DISK
 DR5548_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR5548_SP_SET: IRRIGATION HEADWALL
 DR5548_STAMPING: 66 FMK 1966
 DR5548_MARK LOGO: USGS
 DR5548_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5548+STABILITY: SURFACE MOTION
 DR5548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5548+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2015
 DR5548
 DR5548  HISTORY     - Date     Condition        Report By
 DR5548  HISTORY     - 1966     MONUMENTED       USGS
 DR5548  HISTORY     - 20151002 GOOD             UT-057
 DR5548
 DR5548                          STATION DESCRIPTION
 DR5548
 DR5548'DESCRIBED BY WEBER COUNTY UTAH 2015 (DJM)
 DR5548'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) NORTHWEST OF ROY PARK
 DR5548'ADDITION SUBDIVISION, 8.4 MI (13.5 KM) NORTHWEST OF ROY WEST
 DR5548'SUBDIVISION AND 5.2 MI (8.4 KM) SOUTHWEST OF PLAIN CITY.
 DR5548'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5548'
 DR5548'STATION IS IN THE NORTHEAST CORNER OF THE INTERSECTION OF 7500 WEST
 DR5548'AND 900 SOUTH.
 DR5548'
 DR5548'IT IS 18 FT (5.5 M) NORTH OF THE NORTH END OF A BRIDGE OVER A CANAL,
 DR5548'5.5 FT (1.7 M) WEST OF A WITNESS POST AND SET IN THE TOP OF A -IN
 DR5548'SQUARE CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0044 ***********************************************************************
 HO0044  DESIGNATION -  6601.4
 HO0044  PID         -  HO0044
 HO0044  STATE/COUNTY-  UT/GARFIELD
 HO0044  COUNTRY     -  US
 HO0044  USGS QUAD   -  PANGUITCH (2017)
 HO0044
 HO0044                         *CURRENT SURVEY CONTROL
 HO0044  ______________________________________________________________________
 HO0044* NAD 83(1986) POSITION- 37 49 22.     (N) 112 24 37.     (W)   SCALED
 HO0044* NAVD 88 ORTHO HEIGHT -  2013.367 (meters)     6605.52  (feet) POSTED
 HO0044  ______________________________________________________________________
 HO0044  GEOID HEIGHT    -        -20.225 (meters)                     GEOID18
 HO0044  DYNAMIC HEIGHT  -       2010.92  (meters)     6597.5   (feet) COMP
 HO0044  MODELED GRAVITY -    979,341.5   (mgal)                       NAVD 88
 HO0044
 HO0044  VERT ORDER      -  * POSTED, SEE BELOW
 HO0044
 HO0044.The horizontal coordinates were scaled from a map and have
 HO0044.an estimated accuracy of +/- 6 seconds.
 HO0044
 HO0044.The orthometric height was determined by differential leveling
 HO0044.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0044
 HO0044.* This is a POSTED BENCH MARK height.
 HO0044
 HO0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0044.GEOID18 height accuracy estimate available here.
 HO0044
 HO0044.Click photographs - Photos may exist for this station.
 HO0044
 HO0044.The dynamic height is computed by dividing the NAVD 88
 HO0044.geopotential number by the normal gravity value computed on the
 HO0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0044.degrees latitude (g = 980.6199 gals.).
 HO0044
 HO0044.The modeled gravity was interpolated from observed gravity values.
 HO0044
 HO0044;                    North         East    Units  Estimated Accuracy
 HO0044;SPC UT S     - 3,128,700.      419,860.      MT  (+/- 180 meters Scaled)
 HO0044
 HO0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG758870(NAD 83)
 HO0044
 HO0044                          SUPERSEDED SURVEY CONTROL
 HO0044
 HO0044  NGVD 29 (??/??/92) 2012.018  (m)         6601.10   (f) ADJ UNCH    2 0
 HO0044
 HO0044.Superseded values are not recommended for survey control.
 HO0044
 HO0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0044.See file dsdata.pdf to determine how the superseded data were derived.
 HO0044
 HO0044_MARKER: Q = CHISELED SQUARE
 HO0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HO0044_SP_SET: CULVERT
 HO0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0044
 HO0044  HISTORY     - Date     Condition        Report By
 HO0044  HISTORY     - UNK      MONUMENTED       USGS
 HO0044  HISTORY     - 1934     GOOD             CGS
 HO0044
 HO0044                          STATION DESCRIPTION
 HO0044
 HO0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0044'1.5 MI SE FROM PANGUITCH.
 HO0044'1.5 MILES SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE COURTHOUSE AT
 HO0044'PANGUITCH, GARFIELD COUNTY, AT THE JUNCTION WITH AN OLD ROAD LEADING
 HO0044'EAST, AT A CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF A HEAD
 HO0044'WALL.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0081 ***********************************************************************
 KO0081  DESIGNATION -  662.2
 KO0081  PID         -  KO0081
 KO0081  STATE/COUNTY-  UT/MILLARD
 KO0081  COUNTRY     -  US
 KO0081  USGS QUAD   -  STRONG (2017)
 KO0081
 KO0081                         *CURRENT SURVEY CONTROL
 KO0081  ______________________________________________________________________
 KO0081* NAD 83(1986) POSITION- 39 28 38.     (N) 112 25 23.     (W)   SCALED
 KO0081* NAVD 88 ORTHO HEIGHT -  1459.505 (meters)     4788.39  (feet) ADJUSTED
 KO0081  ______________________________________________________________________
 KO0081  GEOID HEIGHT    -        -18.782 (meters)                     GEOID18
 KO0081  DYNAMIC HEIGHT  -       1458.185 (meters)     4784.06  (feet) COMP
 KO0081  MODELED GRAVITY -    979,670.8   (mgal)                       NAVD 88
 KO0081
 KO0081  VERT ORDER      -  SECOND    CLASS 0
 KO0081
 KO0081.The horizontal coordinates were scaled from a map and have
 KO0081.an estimated accuracy of +/- 6 seconds.
 KO0081
 KO0081.The orthometric height was determined by differential leveling and
 KO0081.adjusted by the NATIONAL GEODETIC SURVEY
 KO0081.in June 1991.
 KO0081
 KO0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0081.GEOID18 height accuracy estimate available here.
 KO0081
 KO0081.Click photographs - Photos may exist for this station.
 KO0081
 KO0081.The dynamic height is computed by dividing the NAVD 88
 KO0081.geopotential number by the normal gravity value computed on the
 KO0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0081.degrees latitude (g = 980.6199 gals.).
 KO0081
 KO0081.The modeled gravity was interpolated from observed gravity values.
 KO0081
 KO0081;                    North         East    Units  Estimated Accuracy
 KO0081;SPC UT C     - 2,127,400.      420,590.      MT  (+/- 180 meters Scaled)
 KO0081
 KO0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ776707(NAD 83)
 KO0081
 KO0081                          SUPERSEDED SURVEY CONTROL
 KO0081
 KO0081  NGVD 29 (??/??/92) 1458.359  (m)         4784.63   (f) ADJ UNCH    2 0
 KO0081
 KO0081.Superseded values are not recommended for survey control.
 KO0081
 KO0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0081.See file dsdata.pdf to determine how the superseded data were derived.
 KO0081
 KO0081_MARKER: Q = CHISELED SQUARE
 KO0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KO0081_SP_SET: SEMAPHORE
 KO0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0081
 KO0081  HISTORY     - Date     Condition        Report By
 KO0081  HISTORY     - UNK      MONUMENTED       CGS
 KO0081  HISTORY     - 1934     GOOD             CGS
 KO0081  HISTORY     - 1970     MARK NOT FOUND   NGS
 KO0081
 KO0081                          STATION DESCRIPTION
 KO0081
 KO0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0081'3.9 MI SW FROM LYNNDYL.
 KO0081'ABOUT 3.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KO0081'STATION AT LYNNDYL, MILLARD COUNTY, AT SEMAPHORE 662.2, ON THE TOP OF
 KO0081'THE NORTHEAST CORNER OF THE FOUNDATION, AND ABOUT 10 FEET SOUTH OF THE
 KO0081'CENTER LINE OF THE LOS ANGELES AND SALT LAKE RAILROAD.  A CHISELED
 KO0081'SQUARE.
 KO0081
 KO0081                          STATION RECOVERY (1970)
 KO0081
 KO0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KO0081'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0043 ***********************************************************************
 HO0043  DESIGNATION -  6620.9
 HO0043  PID         -  HO0043
 HO0043  STATE/COUNTY-  UT/GARFIELD
 HO0043  COUNTRY     -  US
 HO0043  USGS QUAD   -  PANGUITCH (2017)
 HO0043
 HO0043                         *CURRENT SURVEY CONTROL
 HO0043  ______________________________________________________________________
 HO0043* NAD 83(1986) POSITION- 37 48 53.     (N) 112 24 14.     (W)   SCALED
 HO0043* NAVD 88 ORTHO HEIGHT -  2019.313 (meters)     6625.03  (feet) POSTED
 HO0043  ______________________________________________________________________
 HO0043  GEOID HEIGHT    -        -20.226 (meters)                     GEOID18
 HO0043  DYNAMIC HEIGHT  -       2016.85  (meters)     6616.9   (feet) COMP
 HO0043  MODELED GRAVITY -    979,338.7   (mgal)                       NAVD 88
 HO0043
 HO0043  VERT ORDER      -  * POSTED, SEE BELOW
 HO0043
 HO0043.The horizontal coordinates were scaled from a map and have
 HO0043.an estimated accuracy of +/- 6 seconds.
 HO0043
 HO0043.The orthometric height was determined by differential leveling
 HO0043.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0043
 HO0043.* This is a POSTED BENCH MARK height.
 HO0043
 HO0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0043.GEOID18 height accuracy estimate available here.
 HO0043
 HO0043.Click photographs - Photos may exist for this station.
 HO0043
 HO0043.The dynamic height is computed by dividing the NAVD 88
 HO0043.geopotential number by the normal gravity value computed on the
 HO0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0043.degrees latitude (g = 980.6199 gals.).
 HO0043
 HO0043.The modeled gravity was interpolated from observed gravity values.
 HO0043
 HO0043;                    North         East    Units  Estimated Accuracy
 HO0043;SPC UT S     - 3,127,800.      420,420.      MT  (+/- 180 meters Scaled)
 HO0043
 HO0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG764861(NAD 83)
 HO0043
 HO0043                          SUPERSEDED SURVEY CONTROL
 HO0043
 HO0043  NGVD 29 (??/??/92) 2017.961  (m)         6620.59   (f) ADJ UNCH    2 0
 HO0043
 HO0043.Superseded values are not recommended for survey control.
 HO0043
 HO0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0043.See file dsdata.pdf to determine how the superseded data were derived.
 HO0043
 HO0043_MARKER: Q = CHISELED SQUARE
 HO0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HO0043_SP_SET: CULVERT
 HO0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0043
 HO0043  HISTORY     - Date     Condition        Report By
 HO0043  HISTORY     - UNK      MONUMENTED       USGS
 HO0043  HISTORY     - 1934     GOOD             CGS
 HO0043
 HO0043                          STATION DESCRIPTION
 HO0043
 HO0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0043'2.1 MI SE FROM PANGUITCH.
 HO0043'2.1 MILES SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE COURTHOUSE AT
 HO0043'PANGUITCH, GARFIELD COUNTY, AT THE FOOT OF A GRADE FROM THE NORTH, AT
 HO0043'A CONCRETE CULVERT, ON THE CENTER OF THE TOP OF THE WEST HEAD WALL,
 HO0043'AND 15 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A CHISELED
 HO0043'SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0266 ***********************************************************************
 HM0266  DESIGNATION -  6625.87
 HM0266  PID         -  HM0266
 HM0266  STATE/COUNTY-  UT/SAN JUAN
 HM0266  COUNTRY     -  US
 HM0266  USGS QUAD   -  KANE GULCH (2017)
 HM0266
 HM0266                         *CURRENT SURVEY CONTROL
 HM0266  ______________________________________________________________________
 HM0266* NAD 83(1986) POSITION- 37 32 33.     (N) 109 56 54.     (W)   SCALED
 HM0266* NAVD 88 ORTHO HEIGHT -  2020.721 (meters)     6629.65  (feet) ADJUSTED
 HM0266  ______________________________________________________________________
 HM0266  GEOID HEIGHT    -        -19.779 (meters)                     GEOID18
 HM0266  DYNAMIC HEIGHT  -       2018.328 (meters)     6621.80  (feet) COMP
 HM0266  MODELED GRAVITY -    979,373.0   (mgal)                       NAVD 88
 HM0266
 HM0266  VERT ORDER      -  FIRST     CLASS II
 HM0266
 HM0266.The horizontal coordinates were scaled from a map and have
 HM0266.an estimated accuracy of +/- 6 seconds.
 HM0266
 HM0266.The orthometric height was determined by differential leveling and
 HM0266.adjusted by the NATIONAL GEODETIC SURVEY
 HM0266.in June 1991.
 HM0266
 HM0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0266.GEOID18 height accuracy estimate available here.
 HM0266
 HM0266.Click photographs - Photos may exist for this station.
 HM0266
 HM0266.The dynamic height is computed by dividing the NAVD 88
 HM0266.geopotential number by the normal gravity value computed on the
 HM0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0266.degrees latitude (g = 980.6199 gals.).
 HM0266
 HM0266.The modeled gravity was interpolated from observed gravity values.
 HM0266
 HM0266;                    North         East    Units  Estimated Accuracy
 HM0266;SPC UT S     - 3,098,340.      637,120.      MT  (+/- 180 meters Scaled)
 HM0266
 HM0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG929555(NAD 83)
 HM0266
 HM0266                          SUPERSEDED SURVEY CONTROL
 HM0266
 HM0266  NGVD 29 (??/??/92) 2019.630  (m)         6626.07   (f) ADJ UNCH    1 2
 HM0266
 HM0266.Superseded values are not recommended for survey control.
 HM0266
 HM0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0266.See file dsdata.pdf to determine how the superseded data were derived.
 HM0266
 HM0266_MARKER: Z = SEE DESCRIPTION
 HM0266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HM0266_SP_SET: TREE ROOT
 HM0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0266
 HM0266  HISTORY     - Date     Condition        Report By
 HM0266  HISTORY     - UNK      MONUMENTED       USGS
 HM0266  HISTORY     - 1958     GOOD             CGS
 HM0266
 HM0266                          STATION DESCRIPTION
 HM0266
 HM0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HM0266'17.0 MI SE FROM FRY CANYON.
 HM0266'ABOUT 17.0 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HM0266'AT FRY CANYON, 52 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD
 HM0266'HIGHWAY, 180 FEET SOUTH-SOUTHWEST OF BENCH MARK H 116, IN THE
 HM0266'SOUTHWEST ROOT OF A 12-INCH JUNIPER TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0042 ***********************************************************************
 HO0042  DESIGNATION -  6627.5
 HO0042  PID         -  HO0042
 HO0042  STATE/COUNTY-  UT/GARFIELD
 HO0042  COUNTRY     -  US
 HO0042  USGS QUAD   -  PANGUITCH (2017)
 HO0042
 HO0042                         *CURRENT SURVEY CONTROL
 HO0042  ______________________________________________________________________
 HO0042* NAD 83(1986) POSITION- 37 48 13.     (N) 112 24 03.     (W)   SCALED
 HO0042* NAVD 88 ORTHO HEIGHT -  2021.347 (meters)     6631.70  (feet) POSTED
 HO0042  ______________________________________________________________________
 HO0042  GEOID HEIGHT    -        -20.236 (meters)                     GEOID18
 HO0042  DYNAMIC HEIGHT  -       2018.87  (meters)     6623.6   (feet) COMP
 HO0042  MODELED GRAVITY -    979,334.1   (mgal)                       NAVD 88
 HO0042
 HO0042  VERT ORDER      -  * POSTED, SEE BELOW
 HO0042
 HO0042.The horizontal coordinates were scaled from a map and have
 HO0042.an estimated accuracy of +/- 6 seconds.
 HO0042
 HO0042.The orthometric height was determined by differential leveling
 HO0042.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0042
 HO0042.* This is a POSTED BENCH MARK height.
 HO0042
 HO0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0042.GEOID18 height accuracy estimate available here.
 HO0042
 HO0042.Click photographs - Photos may exist for this station.
 HO0042
 HO0042.The dynamic height is computed by dividing the NAVD 88
 HO0042.geopotential number by the normal gravity value computed on the
 HO0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0042.degrees latitude (g = 980.6199 gals.).
 HO0042
 HO0042.The modeled gravity was interpolated from observed gravity values.
 HO0042
 HO0042;                    North         East    Units  Estimated Accuracy
 HO0042;SPC UT S     - 3,126,560.      420,670.      MT  (+/- 180 meters Scaled)
 HO0042
 HO0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG766849(NAD 83)
 HO0042
 HO0042                          SUPERSEDED SURVEY CONTROL
 HO0042
 HO0042  NGVD 29 (??/??/92) 2019.989  (m)         6627.25   (f) ADJ UNCH    2 0
 HO0042
 HO0042.Superseded values are not recommended for survey control.
 HO0042
 HO0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0042.See file dsdata.pdf to determine how the superseded data were derived.
 HO0042
 HO0042_MARKER: Q = CHISELED SQUARE
 HO0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HO0042_SP_SET: CULVERT
 HO0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0042
 HO0042  HISTORY     - Date     Condition        Report By
 HO0042  HISTORY     - UNK      MONUMENTED       USGS
 HO0042  HISTORY     - 1934     GOOD             CGS
 HO0042
 HO0042                          STATION DESCRIPTION
 HO0042
 HO0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0042'2.9 MI SE FROM PANGUITCH.
 HO0042'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE COURTHOUSE AT
 HO0042'PANGUITCH, GARFIELD COUNTY, AT A BREAKWATER WALL, AT A CONCRETE
 HO0042'CULVERT, ON THE CENTER OF THE TOP OF THE EAST HEAD WALL, AND 17 FEET
 HO0042'EAST OF THE CENTER LINE OF THE HIGHWAY.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0312 ***********************************************************************
 LO0312  DESIGNATION -  6635.7
 LO0312  PID         -  LO0312
 LO0312  STATE/COUNTY-  UT/SUMMIT
 LO0312  COUNTRY     -  US
 LO0312  USGS QUAD   -  PARK CITY EAST (2017)
 LO0312
 LO0312                         *CURRENT SURVEY CONTROL
 LO0312  ______________________________________________________________________
 LO0312* NAD 83(1986) POSITION- 40 40 24.     (N) 111 27 52.     (W)   SCALED
 LO0312* NAVD 88 ORTHO HEIGHT -  2023.850 (meters)     6639.91  (feet) POSTED
 LO0312  ______________________________________________________________________
 LO0312  GEOID HEIGHT    -        -15.549 (meters)                     GEOID18
 LO0312  DYNAMIC HEIGHT  -       2021.94  (meters)     6633.6   (feet) COMP
 LO0312  MODELED GRAVITY -    979,607.5   (mgal)                       NAVD 88
 LO0312
 LO0312  VERT ORDER      -  * POSTED, SEE BELOW
 LO0312
 LO0312.The horizontal coordinates were scaled from a map and have
 LO0312.an estimated accuracy of +/- 6 seconds.
 LO0312
 LO0312.The orthometric height was determined by differential leveling
 LO0312.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LO0312
 LO0312.* This is a POSTED BENCH MARK height.
 LO0312
 LO0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0312.GEOID18 height accuracy estimate available here.
 LO0312
 LO0312.Click photographs - Photos may exist for this station.
 LO0312
 LO0312.The dynamic height is computed by dividing the NAVD 88
 LO0312.geopotential number by the normal gravity value computed on the
 LO0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0312.degrees latitude (g = 980.6199 gals.).
 LO0312
 LO0312.The modeled gravity was interpolated from observed gravity values.
 LO0312
 LO0312;                    North         East    Units  Estimated Accuracy
 LO0312;SPC UT N     - 1,037,760.      503,010.      MT  (+/- 180 meters Scaled)
 LO0312
 LO0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL607025(NAD 83)
 LO0312
 LO0312                          SUPERSEDED SURVEY CONTROL
 LO0312
 LO0312  NGVD 29 (??/??/92) 2022.556  (m)         6635.67   (f) ADJ UNCH    2 0
 LO0312
 LO0312.Superseded values are not recommended for survey control.
 LO0312
 LO0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0312.See file dsdata.pdf to determine how the superseded data were derived.
 LO0312
 LO0312_MARKER: Q = CHISELED SQUARE
 LO0312_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0312_SP_SET: CULVERT HEADWALL
 LO0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0312+STABILITY: SURFACE MOTION
 LO0312
 LO0312  HISTORY     - Date     Condition        Report By
 LO0312  HISTORY     - UNK      MONUMENTED       USGS
 LO0312  HISTORY     - 1934     GOOD             CGS
 LO0312
 LO0312                          STATION DESCRIPTION
 LO0312
 LO0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0312'2.7 MI NE FROM PARK CITY.
 LO0312'2.7 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE FIRST
 LO0312'WARD SCHOOL AT PARK CITY, SUMMIT COUNTY, AT THE CROSSING OF U.S.
 LO0312'HIGHWAY 40, AT A CONCRETE HIGHWAY CULVERT, AND ON THE TOP OF THE NORTH
 LO0312'HEADWALL.  A CHISELED SQUARE 2.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0410 ***********************************************************************
 LO0410  DESIGNATION -  6666.9
 LO0410  PID         -  LO0410
 LO0410  STATE/COUNTY-  UT/WASATCH
 LO0410  COUNTRY     -  US
 LO0410  USGS QUAD   -  CENTER CREEK (2017)
 LO0410
 LO0410                         *CURRENT SURVEY CONTROL
 LO0410  ______________________________________________________________________
 LO0410* NAD 83(1986) POSITION- 40 22 54.     (N) 111 17 59.     (W)   SCALED
 LO0410* NAVD 88 ORTHO HEIGHT -  2033.670 (meters)     6672.13  (feet) ADJUSTED
 LO0410  ______________________________________________________________________
 LO0410  GEOID HEIGHT    -        -15.373 (meters)                     GEOID18
 LO0410  DYNAMIC HEIGHT  -       2031.647 (meters)     6665.50  (feet) COMP
 LO0410  MODELED GRAVITY -    979,558.3   (mgal)                       NAVD 88
 LO0410
 LO0410  VERT ORDER      -  SECOND    CLASS 0
 LO0410
 LO0410.The horizontal coordinates were scaled from a map and have
 LO0410.an estimated accuracy of +/- 6 seconds.
 LO0410
 LO0410.The orthometric height was determined by differential leveling and
 LO0410.adjusted by the NATIONAL GEODETIC SURVEY
 LO0410.in June 1991.
 LO0410
 LO0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0410.GEOID18 height accuracy estimate available here.
 LO0410
 LO0410.Click photographs - Photos may exist for this station.
 LO0410
 LO0410.The dynamic height is computed by dividing the NAVD 88
 LO0410.geopotential number by the normal gravity value computed on the
 LO0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0410.degrees latitude (g = 980.6199 gals.).
 LO0410
 LO0410.The modeled gravity was interpolated from observed gravity values.
 LO0410
 LO0410;                    North         East    Units  Estimated Accuracy
 LO0410;SPC UT C     - 2,227,430.      517,010.      MT  (+/- 180 meters Scaled)
 LO0410
 LO0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK745701(NAD 83)
 LO0410
 LO0410                          SUPERSEDED SURVEY CONTROL
 LO0410
 LO0410  NGVD 29 (??/??/92) 2032.352  (m)         6667.81   (f) ADJ UNCH    2 0
 LO0410
 LO0410.Superseded values are not recommended for survey control.
 LO0410
 LO0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0410.See file dsdata.pdf to determine how the superseded data were derived.
 LO0410
 LO0410_MARKER: DD = SURVEY DISK
 LO0410_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0410_SP_SET: CULVERT HEADWALL
 LO0410_STAMPING: 6666.9
 LO0410_MARK LOGO: BPR
 LO0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0410+STABILITY: SURFACE MOTION
 LO0410
 LO0410  HISTORY     - Date     Condition        Report By
 LO0410  HISTORY     - UNK      MONUMENTED       BPR
 LO0410  HISTORY     - 1934     GOOD             CGS
 LO0410  HISTORY     - 1967     MARK NOT FOUND   CGS
 LO0410
 LO0410                          STATION DESCRIPTION
 LO0410
 LO0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0410'11.1 MI SE FROM HEBER.
 LO0410'11.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0410'HEBER, WASATCH COUNTY, AT A CULVERT, AND IN THE TOP OF THE NORTH
 LO0410'HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0410'STAMPED 6666.9.
 LO0410
 LO0410                          STATION RECOVERY (1967)
 LO0410
 LO0410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LO0410'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0085 ***********************************************************************
 LO0085  DESIGNATION -  6669.0
 LO0085  PID         -  LO0085
 LO0085  STATE/COUNTY-  UT/WASATCH
 LO0085  COUNTRY     -  US
 LO0085  USGS QUAD   -  DEEP CREEK CANYON (2017)
 LO0085
 LO0085                         *CURRENT SURVEY CONTROL
 LO0085  ______________________________________________________________________
 LO0085* NAD 83(1986) POSITION- 40 11 57.     (N) 110 54 05.     (W)   SCALED
 LO0085* NAVD 88 ORTHO HEIGHT -  2035.197 (meters)     6677.14  (feet) ADJUSTED
 LO0085  ______________________________________________________________________
 LO0085  GEOID HEIGHT    -        -15.880 (meters)                     GEOID18
 LO0085  DYNAMIC HEIGHT  -       2033.094 (meters)     6670.24  (feet) COMP
 LO0085  MODELED GRAVITY -    979,520.2   (mgal)                       NAVD 88
 LO0085
 LO0085  VERT ORDER      -  SECOND    CLASS 0
 LO0085
 LO0085.The horizontal coordinates were scaled from a map and have
 LO0085.an estimated accuracy of +/- 6 seconds.
 LO0085
 LO0085.The orthometric height was determined by differential leveling and
 LO0085.adjusted by the NATIONAL GEODETIC SURVEY
 LO0085.in June 1991.
 LO0085
 LO0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0085.GEOID18 height accuracy estimate available here.
 LO0085
 LO0085.Click photographs - Photos may exist for this station.
 LO0085
 LO0085.The dynamic height is computed by dividing the NAVD 88
 LO0085.geopotential number by the normal gravity value computed on the
 LO0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0085.degrees latitude (g = 980.6199 gals.).
 LO0085
 LO0085.The modeled gravity was interpolated from observed gravity values.
 LO0085
 LO0085;                    North         East    Units  Estimated Accuracy
 LO0085;SPC UT C     - 2,207,320.      550,960.      MT  (+/- 180 meters Scaled)
 LO0085
 LO0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK083498(NAD 83)
 LO0085
 LO0085                          SUPERSEDED SURVEY CONTROL
 LO0085
 LO0085  NGVD 29 (??/??/92) 2033.820  (m)         6672.62   (f) ADJ UNCH    2 0
 LO0085
 LO0085.Superseded values are not recommended for survey control.
 LO0085
 LO0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0085.See file dsdata.pdf to determine how the superseded data were derived.
 LO0085
 LO0085_MARKER: DD = SURVEY DISK
 LO0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0085_SP_SET: CULVERT
 LO0085_STAMPING: 6669.0
 LO0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0085
 LO0085  HISTORY     - Date     Condition        Report By
 LO0085  HISTORY     - UNK      MONUMENTED       BPR
 LO0085  HISTORY     - 1959     MARK NOT FOUND   USGS
 LO0085
 LO0085                          STATION DESCRIPTION
 LO0085
 LO0085'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO0085'3.7 MI W FROM FRUITLAND.
 LO0085'IN WASATCH COUNTY, 3.7 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0085'OFFICE AT FRUITLAND, DUSCHESNE COUNTY, NEAR A CURVE, AT A CONCRETE
 LO0085'CULVERT, AND IN THE TOP OF THE NORTH HEADWALL.  A UNITED STATES BUREAU
 LO0085'OF PUBLIC ROADS STANDARD DISK, STAMPED 6669.0.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0078 ***********************************************************************
 LO0078  DESIGNATION -  6674.0
 LO0078  PID         -  LO0078
 LO0078  STATE/COUNTY-  UT/DUCHESNE
 LO0078  COUNTRY     -  US
 LO0078  USGS QUAD   -  FRUITLAND (2017)
 LO0078
 LO0078                         *CURRENT SURVEY CONTROL
 LO0078  ______________________________________________________________________
 LO0078* NAD 83(1986) POSITION- 40 12 44.     (N) 110 51 08.     (W)   SCALED
 LO0078* NAVD 88 ORTHO HEIGHT -  2036.684 (meters)     6682.02  (feet) ADJUSTED
 LO0078  ______________________________________________________________________
 LO0078  GEOID HEIGHT    -        -15.975 (meters)                     GEOID18
 LO0078  DYNAMIC HEIGHT  -       2034.610 (meters)     6675.22  (feet) COMP
 LO0078  MODELED GRAVITY -    979,535.1   (mgal)                       NAVD 88
 LO0078
 LO0078  VERT ORDER      -  SECOND    CLASS 0
 LO0078
 LO0078.The horizontal coordinates were scaled from a map and have
 LO0078.an estimated accuracy of +/- 6 seconds.
 LO0078
 LO0078.The orthometric height was determined by differential leveling and
 LO0078.adjusted by the NATIONAL GEODETIC SURVEY
 LO0078.in June 1991.
 LO0078
 LO0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0078.GEOID18 height accuracy estimate available here.
 LO0078
 LO0078.Click photographs - Photos may exist for this station.
 LO0078
 LO0078.The dynamic height is computed by dividing the NAVD 88
 LO0078.geopotential number by the normal gravity value computed on the
 LO0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0078.degrees latitude (g = 980.6199 gals.).
 LO0078
 LO0078.The modeled gravity was interpolated from observed gravity values.
 LO0078
 LO0078;                    North         East    Units  Estimated Accuracy
 LO0078;SPC UT C     - 2,208,790.      555,140.      MT  (+/- 180 meters Scaled)
 LO0078
 LO0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK125513(NAD 83)
 LO0078
 LO0078                          SUPERSEDED SURVEY CONTROL
 LO0078
 LO0078  NGVD 29 (??/??/92) 2035.334  (m)         6677.59   (f) ADJ UNCH    2 0
 LO0078
 LO0078.Superseded values are not recommended for survey control.
 LO0078
 LO0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0078.See file dsdata.pdf to determine how the superseded data were derived.
 LO0078
 LO0078_MARKER: DD = SURVEY DISK
 LO0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0078_SP_SET: CULVERT
 LO0078_STAMPING: 6674.0
 LO0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0078
 LO0078  HISTORY     - Date     Condition        Report By
 LO0078  HISTORY     - UNK      MONUMENTED       BPR
 LO0078  HISTORY     - 1959     MARK NOT FOUND   USGS
 LO0078
 LO0078                          STATION DESCRIPTION
 LO0078
 LO0078'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO0078'0.7 MI W FROM FRUITLAND.
 LO0078'0.7 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT FRUITLAND,
 LO0078'DUCHESNE COUNTY, 0.1 MILE EAST OF THE FRUITLAND CEMETERY, AT A
 LO0078'CONCRETE CULVERT, AND IN THE TOP OF THE SOUTH HEADWALL. A UNITED
 LO0078'STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 6674.0.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0084 ***********************************************************************
 LO0084  DESIGNATION -  6676.9
 LO0084  PID         -  LO0084
 LO0084  STATE/COUNTY-  UT/DUCHESNE
 LO0084  COUNTRY     -  US
 LO0084  USGS QUAD   -  DEEP CREEK CANYON (2017)
 LO0084
 LO0084                         *CURRENT SURVEY CONTROL
 LO0084  ______________________________________________________________________
 LO0084* NAD 83(1986) POSITION- 40 11 55.     (N) 110 53 21.     (W)   SCALED
 LO0084* NAVD 88 ORTHO HEIGHT -  2037.633 (meters)     6685.13  (feet) ADJUSTED
 LO0084  ______________________________________________________________________
 LO0084  GEOID HEIGHT    -        -15.913 (meters)                     GEOID18
 LO0084  DYNAMIC HEIGHT  -       2035.525 (meters)     6678.22  (feet) COMP
 LO0084  MODELED GRAVITY -    979,518.9   (mgal)                       NAVD 88
 LO0084
 LO0084  VERT ORDER      -  SECOND    CLASS 0
 LO0084
 LO0084.The horizontal coordinates were scaled from a map and have
 LO0084.an estimated accuracy of +/- 6 seconds.
 LO0084
 LO0084.The orthometric height was determined by differential leveling and
 LO0084.adjusted by the NATIONAL GEODETIC SURVEY
 LO0084.in June 1991.
 LO0084
 LO0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0084.GEOID18 height accuracy estimate available here.
 LO0084
 LO0084.Click photographs - Photos may exist for this station.
 LO0084
 LO0084.The dynamic height is computed by dividing the NAVD 88
 LO0084.geopotential number by the normal gravity value computed on the
 LO0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0084.degrees latitude (g = 980.6199 gals.).
 LO0084
 LO0084.The modeled gravity was interpolated from observed gravity values.
 LO0084
 LO0084;                    North         East    Units  Estimated Accuracy
 LO0084;SPC UT C     - 2,207,260.      552,010.      MT  (+/- 180 meters Scaled)
 LO0084
 LO0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK094498(NAD 83)
 LO0084
 LO0084                          SUPERSEDED SURVEY CONTROL
 LO0084
 LO0084  NGVD 29 (??/??/92) 2036.252  (m)         6680.60   (f) ADJ UNCH    2 0
 LO0084
 LO0084.Superseded values are not recommended for survey control.
 LO0084
 LO0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0084.See file dsdata.pdf to determine how the superseded data were derived.
 LO0084
 LO0084_MARKER: DD = SURVEY DISK
 LO0084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0084_SP_SET: CULVERT
 LO0084_STAMPING: 6676.9
 LO0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0084
 LO0084  HISTORY     - Date     Condition        Report By
 LO0084  HISTORY     - UNK      MONUMENTED       BPR
 LO0084  HISTORY     - 1959     MARK NOT FOUND   USGS
 LO0084
 LO0084                          STATION DESCRIPTION
 LO0084
 LO0084'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO0084'3.1 MI W FROM FRUITLAND.
 LO0084'3.1 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LO0084'FRUITLAND, DUCHESNE COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF
 LO0084'THE NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD
 LO0084'DISK, STAMPED 6676.9.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0081 ***********************************************************************
 LO0081  DESIGNATION -  6685.9
 LO0081  PID         -  LO0081
 LO0081  STATE/COUNTY-  UT/DUCHESNE
 LO0081  COUNTRY     -  US
 LO0081  USGS QUAD   -  FRUITLAND (2017)
 LO0081
 LO0081                         *CURRENT SURVEY CONTROL
 LO0081  ______________________________________________________________________
 LO0081* NAD 83(1986) POSITION- 40 12 39.     (N) 110 52 04.     (W)   SCALED
 LO0081* NAVD 88 ORTHO HEIGHT -  2040.352 (meters)     6694.05  (feet) ADJUSTED
 LO0081  ______________________________________________________________________
 LO0081  GEOID HEIGHT    -        -15.940 (meters)                     GEOID18
 LO0081  DYNAMIC HEIGHT  -       2038.265 (meters)     6687.21  (feet) COMP
 LO0081  MODELED GRAVITY -    979,530.5   (mgal)                       NAVD 88
 LO0081
 LO0081  VERT ORDER      -  SECOND    CLASS 0
 LO0081
 LO0081.The horizontal coordinates were scaled from a map and have
 LO0081.an estimated accuracy of +/- 6 seconds.
 LO0081
 LO0081.The orthometric height was determined by differential leveling and
 LO0081.adjusted by the NATIONAL GEODETIC SURVEY
 LO0081.in June 1991.
 LO0081
 LO0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0081.GEOID18 height accuracy estimate available here.
 LO0081
 LO0081.Click photographs - Photos may exist for this station.
 LO0081
 LO0081.The dynamic height is computed by dividing the NAVD 88
 LO0081.geopotential number by the normal gravity value computed on the
 LO0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0081.degrees latitude (g = 980.6199 gals.).
 LO0081
 LO0081.The modeled gravity was interpolated from observed gravity values.
 LO0081
 LO0081;                    North         East    Units  Estimated Accuracy
 LO0081;SPC UT C     - 2,208,630.      553,820.      MT  (+/- 180 meters Scaled)
 LO0081
 LO0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK112511(NAD 83)
 LO0081
 LO0081                          SUPERSEDED SURVEY CONTROL
 LO0081
 LO0081  NGVD 29 (??/??/92) 2038.994  (m)         6689.60   (f) ADJ UNCH    2 0
 LO0081
 LO0081.Superseded values are not recommended for survey control.
 LO0081
 LO0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0081.See file dsdata.pdf to determine how the superseded data were derived.
 LO0081
 LO0081_MARKER: DD = SURVEY DISK
 LO0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0081_SP_SET: CULVERT
 LO0081_STAMPING: 6685.9
 LO0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0081
 LO0081  HISTORY     - Date     Condition        Report By
 LO0081  HISTORY     - UNK      MONUMENTED       BPR
 LO0081  HISTORY     - 1959     MARK NOT FOUND   USGS
 LO0081
 LO0081                          STATION DESCRIPTION
 LO0081
 LO0081'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO0081'1.5 MI W FROM FRUITLAND.
 LO0081'1.5 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LO0081'FRUITLAND, DUCHESNE COUNTY, IN FRONT OF A HOUSE, AT A CONCRETE
 LO0081'CULVERT, AND IN THE TOP OF THE NORTH HEADWALL.  A UNITED STATES BUREAU
 LO0081'OF PUBLIC ROADS STANDARD DISK, STAMPED 6685.9.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0040 ***********************************************************************
 HO0040  DESIGNATION -  6686.5
 HO0040  PID         -  HO0040
 HO0040  STATE/COUNTY-  UT/GARFIELD
 HO0040  COUNTRY     -  US
 HO0040  USGS QUAD   -  PANGUITCH (2017)
 HO0040
 HO0040                         *CURRENT SURVEY CONTROL
 HO0040  ______________________________________________________________________
 HO0040* NAD 83(1986) POSITION- 37 47 09.     (N) 112 23 36.     (W)   SCALED
 HO0040* NAVD 88 ORTHO HEIGHT -  2039.332 (meters)     6690.71  (feet) POSTED
 HO0040  ______________________________________________________________________
 HO0040  GEOID HEIGHT    -        -20.243 (meters)                     GEOID18
 HO0040  DYNAMIC HEIGHT  -       2036.83  (meters)     6682.5   (feet) COMP
 HO0040  MODELED GRAVITY -    979,328.4   (mgal)                       NAVD 88
 HO0040
 HO0040  VERT ORDER      -  * POSTED, SEE BELOW
 HO0040
 HO0040.The horizontal coordinates were scaled from a map and have
 HO0040.an estimated accuracy of +/- 6 seconds.
 HO0040
 HO0040.The orthometric height was determined by differential leveling
 HO0040.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0040
 HO0040.* This is a POSTED BENCH MARK height.
 HO0040
 HO0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0040.GEOID18 height accuracy estimate available here.
 HO0040
 HO0040.Click photographs - Photos may exist for this station.
 HO0040
 HO0040.The dynamic height is computed by dividing the NAVD 88
 HO0040.geopotential number by the normal gravity value computed on the
 HO0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0040.degrees latitude (g = 980.6199 gals.).
 HO0040
 HO0040.The modeled gravity was interpolated from observed gravity values.
 HO0040
 HO0040;                    North         East    Units  Estimated Accuracy
 HO0040;SPC UT S     - 3,124,590.      421,310.      MT  (+/- 180 meters Scaled)
 HO0040
 HO0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG773829(NAD 83)
 HO0040
 HO0040                          SUPERSEDED SURVEY CONTROL
 HO0040
 HO0040  NGVD 29 (??/??/92) 2037.966  (m)         6686.23   (f) ADJ UNCH    2 0
 HO0040
 HO0040.Superseded values are not recommended for survey control.
 HO0040
 HO0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0040.See file dsdata.pdf to determine how the superseded data were derived.
 HO0040
 HO0040_MARKER: Q = CHISELED SQUARE
 HO0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HO0040_SP_SET: CULVERT
 HO0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0040
 HO0040  HISTORY     - Date     Condition        Report By
 HO0040  HISTORY     - UNK      MONUMENTED       USGS
 HO0040  HISTORY     - 1931     GOOD             CGS
 HO0040
 HO0040                          STATION DESCRIPTION
 HO0040
 HO0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 HO0040'4.2 MI SE FROM PANGUITCH.
 HO0040'4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE COURTHOUSE AT
 HO0040'PANGUITCH, GARFIELD COUNTY, AT A CONCRETE CULVERT, ON THE CENTER OF
 HO0040'THE TOP OF THE WEST HEAD WALL, AND 14 FEET WEST OF THE CENTER LINE OF
 HO0040'THE HIGHWAY.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0268 ***********************************************************************
 HM0268  DESIGNATION -  6688.63
 HM0268  PID         -  HM0268
 HM0268  STATE/COUNTY-  UT/SAN JUAN
 HM0268  COUNTRY     -  US
 HM0268  USGS QUAD   -  KANE GULCH (2017)
 HM0268
 HM0268                         *CURRENT SURVEY CONTROL
 HM0268  ______________________________________________________________________
 HM0268* NAD 83(1986) POSITION- 37 33 15.     (N) 109 56 07.     (W)   SCALED
 HM0268* NAVD 88 ORTHO HEIGHT -  2039.851 (meters)     6692.41  (feet) ADJUSTED
 HM0268  ______________________________________________________________________
 HM0268  GEOID HEIGHT    -        -19.705 (meters)                     GEOID18
 HM0268  DYNAMIC HEIGHT  -       2037.436 (meters)     6684.49  (feet) COMP
 HM0268  MODELED GRAVITY -    979,372.7   (mgal)                       NAVD 88
 HM0268
 HM0268  VERT ORDER      -  FIRST     CLASS II
 HM0268
 HM0268.The horizontal coordinates were scaled from a map and have
 HM0268.an estimated accuracy of +/- 6 seconds.
 HM0268
 HM0268.The orthometric height was determined by differential leveling and
 HM0268.adjusted by the NATIONAL GEODETIC SURVEY
 HM0268.in June 1991.
 HM0268
 HM0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0268.GEOID18 height accuracy estimate available here.
 HM0268
 HM0268.Click photographs - Photos may exist for this station.
 HM0268
 HM0268.The dynamic height is computed by dividing the NAVD 88
 HM0268.geopotential number by the normal gravity value computed on the
 HM0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0268.degrees latitude (g = 980.6199 gals.).
 HM0268
 HM0268.The modeled gravity was interpolated from observed gravity values.
 HM0268
 HM0268;                    North         East    Units  Estimated Accuracy
 HM0268;SPC UT S     - 3,099,650.      638,250.      MT  (+/- 180 meters Scaled)
 HM0268
 HM0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG940568(NAD 83)
 HM0268
 HM0268                          SUPERSEDED SURVEY CONTROL
 HM0268
 HM0268  NGVD 29 (??/??/92) 2038.760  (m)         6688.83   (f) ADJ UNCH    1 2
 HM0268
 HM0268.Superseded values are not recommended for survey control.
 HM0268
 HM0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0268.See file dsdata.pdf to determine how the superseded data were derived.
 HM0268
 HM0268_MARKER: Z = SEE DESCRIPTION
 HM0268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HM0268_SP_SET: TREE
 HM0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0268
 HM0268  HISTORY     - Date     Condition        Report By
 HM0268  HISTORY     - UNK      MONUMENTED       USGS
 HM0268  HISTORY     - 1958     GOOD             CGS
 HM0268
 HM0268                          STATION DESCRIPTION
 HM0268
 HM0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HM0268'18.0 MI SE FROM FRY CANYON.
 HM0268'ABOUT 18.0 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HM0268'AT FRY CANYON, 0.1 MILE SOUTHWEST OF THE CENTER OF A CURVE, 0.05 MILE
 HM0268'NORTHEAST OF AN ABANDONED CAR BODY, 35 FEET SOUTHEAST OF THE CENTER
 HM0268'LINE OF THE HIGHWAY, 33 FEET SOUTHWEST OF BENCH MARK EL 41, AND IN THE
 HM0268'ROOT ON THE SOUTHEAST SIDE OF A 10-INCH LEANING PINON TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0283 ***********************************************************************
 LO0283  DESIGNATION -  6691.11
 LO0283  PID         -  LO0283
 LO0283  STATE/COUNTY-  UT/SUMMIT
 LO0283  COUNTRY     -  US
 LO0283  USGS QUAD   -  WOODLAND (2017)
 LO0283
 LO0283                         *CURRENT SURVEY CONTROL
 LO0283  ______________________________________________________________________
 LO0283* NAD 83(1986) POSITION- 40 34 55.     (N) 111 13 53.     (W)   SCALED
 LO0283* NAVD 88 ORTHO HEIGHT -  2041.305 (meters)     6697.18  (feet) ADJUSTED
 LO0283  ______________________________________________________________________
 LO0283  GEOID HEIGHT    -        -14.871 (meters)                     GEOID18
 LO0283  DYNAMIC HEIGHT  -       2039.343 (meters)     6690.74  (feet) COMP
 LO0283  MODELED GRAVITY -    979,591.0   (mgal)                       NAVD 88
 LO0283
 LO0283  VERT ORDER      -  SECOND    CLASS 0
 LO0283
 LO0283.The horizontal coordinates were scaled from a map and have
 LO0283.an estimated accuracy of +/- 6 seconds.
 LO0283
 LO0283.The orthometric height was determined by differential leveling and
 LO0283.adjusted by the NATIONAL GEODETIC SURVEY
 LO0283.in June 1991.
 LO0283
 LO0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0283.GEOID18 height accuracy estimate available here.
 LO0283
 LO0283.Click photographs - Photos may exist for this station.
 LO0283
 LO0283.The dynamic height is computed by dividing the NAVD 88
 LO0283.geopotential number by the normal gravity value computed on the
 LO0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0283.degrees latitude (g = 980.6199 gals.).
 LO0283
 LO0283.The modeled gravity was interpolated from observed gravity values.
 LO0283
 LO0283;                    North         East    Units  Estimated Accuracy
 LO0283;SPC UT N     - 1,027,640.      522,740.      MT  (+/- 180 meters Scaled)
 LO0283
 LO0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK804923(NAD 83)
 LO0283
 LO0283                          SUPERSEDED SURVEY CONTROL
 LO0283
 LO0283  NGVD 29 (??/??/92) 2040.003  (m)         6692.91   (f) ADJ UNCH    2 0
 LO0283
 LO0283.Superseded values are not recommended for survey control.
 LO0283
 LO0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0283.See file dsdata.pdf to determine how the superseded data were derived.
 LO0283
 LO0283_MARKER: DD = SURVEY DISK
 LO0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0283_STAMPING: 6691.11
 LO0283_MARK LOGO: USDA
 LO0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0283+STABILITY: SURFACE MOTION
 LO0283
 LO0283  HISTORY     - Date     Condition        Report By
 LO0283  HISTORY     - UNK      MONUMENTED       USDA
 LO0283  HISTORY     - 1962     GOOD             CGS
 LO0283
 LO0283                          STATION DESCRIPTION
 LO0283
 LO0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0283'3.9 MI SE FROM FRANCIS.
 LO0283'3.9 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0283'HIGHWAY 189 AT FRANCIS, 0.15 MILE WEST OF BENCH MARK F 105, NEAR A
 LO0283'FARMHOUSE, 32 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 39 FEET
 LO0283'EAST OF THE CENTER OF A GATE TO A FARMYARD, 0.2 FOOT SOUTH OF A FENCE,
 LO0283'1.3 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 LO0283'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 LO0283'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0080 ***********************************************************************
 LO0080  DESIGNATION -  6693.8
 LO0080  PID         -  LO0080
 LO0080  STATE/COUNTY-  UT/DUCHESNE
 LO0080  COUNTRY     -  US
 LO0080  USGS QUAD   -  FRUITLAND (2017)
 LO0080
 LO0080                         *CURRENT SURVEY CONTROL
 LO0080  ______________________________________________________________________
 LO0080* NAD 83(1986) POSITION- 40 12 46.     (N) 110 51 39.     (W)   SCALED
 LO0080* NAVD 88 ORTHO HEIGHT -  2042.745 (meters)     6701.91  (feet) ADJUSTED
 LO0080  ______________________________________________________________________
 LO0080  GEOID HEIGHT    -        -15.952 (meters)                     GEOID18
 LO0080  DYNAMIC HEIGHT  -       2040.661 (meters)     6695.07  (feet) COMP
 LO0080  MODELED GRAVITY -    979,532.6   (mgal)                       NAVD 88
 LO0080
 LO0080  VERT ORDER      -  SECOND    CLASS 0
 LO0080
 LO0080.The horizontal coordinates were scaled from a map and have
 LO0080.an estimated accuracy of +/- 6 seconds.
 LO0080
 LO0080.The orthometric height was determined by differential leveling and
 LO0080.adjusted by the NATIONAL GEODETIC SURVEY
 LO0080.in June 1991.
 LO0080
 LO0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0080.GEOID18 height accuracy estimate available here.
 LO0080
 LO0080.Click photographs - Photos may exist for this station.
 LO0080
 LO0080.The dynamic height is computed by dividing the NAVD 88
 LO0080.geopotential number by the normal gravity value computed on the
 LO0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0080.degrees latitude (g = 980.6199 gals.).
 LO0080
 LO0080.The modeled gravity was interpolated from observed gravity values.
 LO0080
 LO0080;                    North         East    Units  Estimated Accuracy
 LO0080;SPC UT C     - 2,208,850.      554,410.      MT  (+/- 180 meters Scaled)
 LO0080
 LO0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK118513(NAD 83)
 LO0080
 LO0080                          SUPERSEDED SURVEY CONTROL
 LO0080
 LO0080  NGVD 29 (??/??/92) 2041.392  (m)         6697.47   (f) ADJ UNCH    2 0
 LO0080
 LO0080.Superseded values are not recommended for survey control.
 LO0080
 LO0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0080.See file dsdata.pdf to determine how the superseded data were derived.
 LO0080
 LO0080_MARKER: DD = SURVEY DISK
 LO0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0080_SP_SET: CULVERT
 LO0080_STAMPING: 6693.8
 LO0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0080
 LO0080  HISTORY     - Date     Condition        Report By
 LO0080  HISTORY     - UNK      MONUMENTED       BPR
 LO0080  HISTORY     - 1959     MARK NOT FOUND   USGS
 LO0080
 LO0080                          STATION DESCRIPTION
 LO0080
 LO0080'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO0080'1.1 MI W FROM FRUITLAND.
 LO0080'1.1 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LO0080'FRUITLAND, DUCHESNE COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF
 LO0080'THE NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD
 LO0080'DISK, STAMPED 6693.8.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0039 ***********************************************************************
 HO0039  DESIGNATION -  6698
 HO0039  PID         -  HO0039
 HO0039  STATE/COUNTY-  UT/GARFIELD
 HO0039  COUNTRY     -  US
 HO0039  USGS QUAD   -  PANGUITCH (2017)
 HO0039
 HO0039                         *CURRENT SURVEY CONTROL
 HO0039  ______________________________________________________________________
 HO0039* NAD 83(1986) POSITION- 37 46 19.     (N) 112 23 33.     (W)   SCALED
 HO0039* NAVD 88 ORTHO HEIGHT -  2042.856 (meters)     6702.27  (feet) POSTED
 HO0039  ______________________________________________________________________
 HO0039  GEOID HEIGHT    -        -20.259 (meters)                     GEOID18
 HO0039  DYNAMIC HEIGHT  -       2040.34  (meters)     6694.0   (feet) COMP
 HO0039  MODELED GRAVITY -    979,324.7   (mgal)                       NAVD 88
 HO0039
 HO0039  VERT ORDER      -  * POSTED, SEE BELOW
 HO0039
 HO0039.The horizontal coordinates were scaled from a map and have
 HO0039.an estimated accuracy of +/- 6 seconds.
 HO0039
 HO0039.The orthometric height was determined by differential leveling
 HO0039.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0039
 HO0039.* This is a POSTED BENCH MARK height.
 HO0039
 HO0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0039.GEOID18 height accuracy estimate available here.
 HO0039
 HO0039.Click photographs - Photos may exist for this station.
 HO0039
 HO0039.The dynamic height is computed by dividing the NAVD 88
 HO0039.geopotential number by the normal gravity value computed on the
 HO0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0039.degrees latitude (g = 980.6199 gals.).
 HO0039
 HO0039.The modeled gravity was interpolated from observed gravity values.
 HO0039
 HO0039;                    North         East    Units  Estimated Accuracy
 HO0039;SPC UT S     - 3,123,040.      421,370.      MT  (+/- 180 meters Scaled)
 HO0039
 HO0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG773814(NAD 83)
 HO0039
 HO0039                          SUPERSEDED SURVEY CONTROL
 HO0039
 HO0039  NGVD 29 (??/??/92) 2041.483  (m)         6697.77   (f) ADJ UNCH    2 0
 HO0039
 HO0039.Superseded values are not recommended for survey control.
 HO0039
 HO0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0039.See file dsdata.pdf to determine how the superseded data were derived.
 HO0039
 HO0039_MARKER: Q = CHISELED SQUARE
 HO0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HO0039_SP_SET: CULVERT
 HO0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0039
 HO0039  HISTORY     - Date     Condition        Report By
 HO0039  HISTORY     - UNK      MONUMENTED       USGS
 HO0039  HISTORY     - 1934     GOOD             CGS
 HO0039
 HO0039                          STATION DESCRIPTION
 HO0039
 HO0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0039'5.2 MI SE FROM PANGUITCH.
 HO0039'5.2 MILES SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE COURTHOUSE AT
 HO0039'PANGUITCH, GARFIELD COUNTY, AT A PROMINENT CURVE, AT A CONCRETE
 HO0039'CULVERT, ON THE CENTER OF THE TOP OF THE EAST HEAD WALL, AND 16 FEET
 HO0039'EAST OF THE CENTER LINE OF THE HIGHWAY.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0423 ***********************************************************************
 KM0423  DESIGNATION -  67 FMK
 KM0423  PID         -  KM0423
 KM0423  STATE/COUNTY-  UT/GRAND
 KM0423  COUNTRY     -  US
 KM0423  USGS QUAD   -  DANISH FLAT (2017)
 KM0423
 KM0423                         *CURRENT SURVEY CONTROL
 KM0423  ______________________________________________________________________
 KM0423* NAD 83(1986) POSITION- 39 06 50.0    (N) 109 22 21.4    (W)   HD_HELD2
 KM0423* NAVD 88 ORTHO HEIGHT -  1523.930 (meters)     4999.76  (feet) POSTED
 KM0423  ______________________________________________________________________
 KM0423  GEOID HEIGHT    -        -18.734 (meters)                     GEOID18
 KM0423  DYNAMIC HEIGHT  -       1522.42  (meters)     4994.8   (feet) COMP
 KM0423  MODELED GRAVITY -    979,583.2   (mgal)                       NAVD 88
 KM0423
 KM0423  VERT ORDER      -  * POSTED, SEE BELOW
 KM0423
 KM0423.The horizontal coordinates were established by autonomous hand held GPS
 KM0423.observations and have an estimated accuracy of +/- 10 meters.
 KM0423
 KM0423.The orthometric height was determined by differential leveling
 KM0423.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0423
 KM0423.* This is a POSTED BENCH MARK height.
 KM0423
 KM0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0423.GEOID18 height accuracy estimate available here.
 KM0423
 KM0423.Click photographs - Photos may exist for this station.
 KM0423
 KM0423.The dynamic height is computed by dividing the NAVD 88
 KM0423.geopotential number by the normal gravity value computed on the
 KM0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0423.degrees latitude (g = 980.6199 gals.).
 KM0423
 KM0423.The modeled gravity was interpolated from observed gravity values.
 KM0423
 KM0423;                    North         East    Units  Estimated Accuracy
 KM0423;SPC UT C     - 2,088,846.      683,971.      MT  (+/- 10 meters HH2 GPS)
 KM0423
 KM0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ4069630675(NAD 83)
 KM0423
 KM0423                          SUPERSEDED SURVEY CONTROL
 KM0423
 KM0423  NGVD 29 (??/??/92) 1522.87   (m)         4996.3    (f) COMPUTED    2 0
 KM0423
 KM0423.Superseded values are not recommended for survey control.
 KM0423
 KM0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0423.See file dsdata.pdf to determine how the superseded data were derived.
 KM0423
 KM0423_MARKER: DD = SURVEY DISK
 KM0423_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0423_STAMPING: 67 FMK 1969 4996
 KM0423_MARK LOGO: USGS
 KM0423_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0423+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2012
 KM0423
 KM0423  HISTORY     - Date     Condition        Report By
 KM0423  HISTORY     - 1969     MONUMENTED       USGS
 KM0423  HISTORY     - 20121105 GOOD             GEOCAC
 KM0423
 KM0423                          STATION DESCRIPTION
 KM0423
 KM0423'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0423'FROM THE POST OFFICE IN CISCO, UTAH, PROCEED 5.6 MILES NORTHEAST
 KM0423'ALONG U. S. HIGHWAYS 6 AND 50, THENCE 8.8 MILES NORTHWEST ALONG
 KM0423'COUNTY ROAD, 124 FEET SOUTH OF T-ROAD TO RANCH, WITNESS POST SET NEAR
 KM0423'BENCH MARK, SET ON 5 FEET OF COPPER-COATED STEEL ROD ENCASED IN
 KM0423'6-INCH CONCRETE PIPE WHICH IS FLUSH WITH THE GROUND.
 KM0423
 KM0423                          STATION RECOVERY (2012)
 KM0423
 KM0423'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 KM0423'TAG IS MISSING FROM THE T POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5549 ***********************************************************************
 DR5549  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5549  DESIGNATION -  67 FMK
 DR5549  PID         -  DR5549
 DR5549  STATE/COUNTY-  UT/WEBER
 DR5549  COUNTRY     -  US
 DR5549  USGS QUAD   -  PLAIN CITY SW (2017)
 DR5549
 DR5549                         *CURRENT SURVEY CONTROL
 DR5549  ______________________________________________________________________
 DR5549* NAD 83(2011) POSITION- 41 15 00.55057(N) 112 08 31.60968(W)   ADJUSTED
 DR5549* NAD 83(2011) ELLIP HT-  1269.178 (meters)        (07/08/20)   ADJUSTED
 DR5549* NAD 83(2011) EPOCH   -  2010.00
 DR5549* NAVD 88 ORTHO HEIGHT -  1286.11  (meters)     4219.5   (feet) GPS OBS
 DR5549  ______________________________________________________________________
 DR5549  GEOID HEIGHT    -        -16.916 (meters)                     GEOID18
 DR5549  NAD 83(2011) X  - -1,810,378.676 (meters)                     COMP
 DR5549  NAD 83(2011) Y  - -4,449,040.949 (meters)                     COMP
 DR5549  NAD 83(2011) Z  -  4,184,186.813 (meters)                     COMP
 DR5549  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 DR5549
 DR5549  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5549  Standards:
 DR5549         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5549            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5549  -------------------------------------------------------------------
 DR5549  NETWORK    0.66   1.35           0.29   0.25   0.69     -0.05107932
 DR5549  -------------------------------------------------------------------
 DR5549  Click here for local accuracies and other accuracy information.
 DR5549
 DR5549.The horizontal coordinates were established by GPS observations
 DR5549.and adjusted by the National Geodetic Survey in July 2020.
 DR5549
 DR5549.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5549.been affixed to the stable North American tectonic plate. See 
 DR5549.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5549
 DR5549.The horizontal coordinates are valid at the epoch date displayed above
 DR5549.which is a decimal equivalence of Year/Month/Day.
 DR5549
 DR5549.The orthometric height was determined by GPS observations and a
 DR5549.high-resolution geoid model using precise GPS observation and
 DR5549.processing techniques.
 DR5549
 DR5549.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5549.GEOID18 height accuracy estimate available here.
 DR5549
 DR5549.Click photographs - Photos may exist for this station.
 DR5549
 DR5549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5549
 DR5549.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5549
 DR5549.The ellipsoidal height was determined by GPS observations
 DR5549.and is referenced to NAD 83.
 DR5549
 DR5549. The following values were computed from the NAD 83(2011) position.
 DR5549
 DR5549;                    North         East     Units Scale Factor Converg.
 DR5549;SPC UT N     - 1,102,011.479   446,183.220   MT  0.99995684   -0 25 24.2
 DR5549;SPC UT N     - 3,615,515.99  1,463,852.78   sFT  0.99995684   -0 25 24.2
 DR5549;UTM  12      - 4,567,155.899   404,309.717   MT  0.99971269   -0 45 11.2
 DR5549
 DR5549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5549!SPC UT N     -   0.99980096  x   0.99995684  =   0.99975781
 DR5549!UTM  12      -   0.99980096  x   0.99971269  =   0.99951371
 DR5549
 DR5549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0430967155(NAD 83)
 DR5549
 DR5549                          SUPERSEDED SURVEY CONTROL
 DR5549
 DR5549.No superseded survey control is available for this station.
 DR5549
 DR5549_MARKER: DB = BENCH MARK DISK
 DR5549_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DR5549_STAMPING: 67 FMK 1966
 DR5549_MARK LOGO: USGS
 DR5549_PROJECTION: FLUSH
 DR5549_MAGNETIC: P = MARKER IS A STEEL PIPE
 DR5549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5549+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2015
 DR5549
 DR5549  HISTORY     - Date     Condition        Report By
 DR5549  HISTORY     - 1966     MONUMENTED       USGS
 DR5549  HISTORY     - 20150925 GOOD             UT-057
 DR5549
 DR5549                          STATION DESCRIPTION
 DR5549
 DR5549'DESCRIBED BY WEBER COUNTY UTAH 2015 (DJM)
 DR5549'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTHWEST OF ROY PARK
 DR5549'ADDITION SUBDIVISION, 7.8 MI (12.6 KM) NORTHWEST OF ROY WEST
 DR5549'SUBDIVISION AND 4.4 MI (7.1 KM) SOUTHWEST OF PLAIN CITY.
 DR5549'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5549'
 DR5549'STATION IS LOCATED IN THE NORTHWEST CORNER OF THE INTERSECTION OF 6700
 DR5549'WEST AND 900 SOUTH.
 DR5549'
 DR5549'IT IS 49 FT (14.9 M) NORTH OF A BARBED WIRE FENCE, 1 FT (0.3 M) SOUTH
 DR5549'OF A WITNESS POST AND SET IN THE TOP OF A -IN SQUARE CONCRETE POST.
 DR5549'ROD SET INSIDE A 8 IN DIAMETER STEEL PIPE. ROD OF UNKNOWN DEPTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0082 ***********************************************************************
 LO0082  DESIGNATION -  6701.4
 LO0082  PID         -  LO0082
 LO0082  STATE/COUNTY-  UT/DUCHESNE
 LO0082  COUNTRY     -  US
 LO0082  USGS QUAD   -  FRUITLAND (2017)
 LO0082
 LO0082                         *CURRENT SURVEY CONTROL
 LO0082  ______________________________________________________________________
 LO0082* NAD 83(1986) POSITION- 40 12 28.     (N) 110 52 18.     (W)   SCALED
 LO0082* NAVD 88 ORTHO HEIGHT -  2045.069 (meters)     6709.53  (feet) ADJUSTED
 LO0082  ______________________________________________________________________
 LO0082  GEOID HEIGHT    -        -15.937 (meters)                     GEOID18
 LO0082  DYNAMIC HEIGHT  -       2042.974 (meters)     6702.66  (feet) COMP
 LO0082  MODELED GRAVITY -    979,528.8   (mgal)                       NAVD 88
 LO0082
 LO0082  VERT ORDER      -  SECOND    CLASS 0
 LO0082
 LO0082.The horizontal coordinates were scaled from a map and have
 LO0082.an estimated accuracy of +/- 6 seconds.
 LO0082
 LO0082.The orthometric height was determined by differential leveling and
 LO0082.adjusted by the NATIONAL GEODETIC SURVEY
 LO0082.in June 1991.
 LO0082
 LO0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0082.GEOID18 height accuracy estimate available here.
 LO0082
 LO0082.Click photographs - Photos may exist for this station.
 LO0082
 LO0082.The dynamic height is computed by dividing the NAVD 88
 LO0082.geopotential number by the normal gravity value computed on the
 LO0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0082.degrees latitude (g = 980.6199 gals.).
 LO0082
 LO0082.The modeled gravity was interpolated from observed gravity values.
 LO0082
 LO0082;                    North         East    Units  Estimated Accuracy
 LO0082;SPC UT C     - 2,208,290.      553,490.      MT  (+/- 180 meters Scaled)
 LO0082
 LO0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK109508(NAD 83)
 LO0082
 LO0082                          SUPERSEDED SURVEY CONTROL
 LO0082
 LO0082  NGVD 29 (??/??/92) 2043.707  (m)         6705.06   (f) ADJ UNCH    2 0
 LO0082
 LO0082.Superseded values are not recommended for survey control.
 LO0082
 LO0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0082.See file dsdata.pdf to determine how the superseded data were derived.
 LO0082
 LO0082_MARKER: DD = SURVEY DISK
 LO0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0082_SP_SET: CULVERT
 LO0082_STAMPING: 6701.4
 LO0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0082
 LO0082  HISTORY     - Date     Condition        Report By
 LO0082  HISTORY     - UNK      MONUMENTED       BPR
 LO0082  HISTORY     - 1959     MARK NOT FOUND   USGS
 LO0082
 LO0082                          STATION DESCRIPTION
 LO0082
 LO0082'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO0082'1.9 MI W FROM FRUITLAND.
 LO0082'1.9 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LO0082'FRUITLAND, DUCHESNE COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF
 LO0082'THE NORTH HEADWALL. A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD
 LO0082'DISK, STAMPED 6701.4.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0246 ***********************************************************************
 LN0246  DESIGNATION -  6705
 LN0246  PID         -  LN0246
 LN0246  STATE/COUNTY-  UT/DAGGETT
 LN0246  COUNTRY     -  US
 LN0246  USGS QUAD   -  GOSLIN MOUNTAIN (2017)
 LN0246
 LN0246                         *CURRENT SURVEY CONTROL
 LN0246  ______________________________________________________________________
 LN0246* NAD 83(1986) POSITION- 40 58 49.     (N) 109 17 10.     (W)   SCALED
 LN0246* NAVD 88 ORTHO HEIGHT -  2045.095 (meters)     6709.62  (feet) ADJUSTED
 LN0246  ______________________________________________________________________
 LN0246  GEOID HEIGHT    -        -14.087 (meters)                     GEOID18
 LN0246  DYNAMIC HEIGHT  -       2043.255 (meters)     6703.58  (feet) COMP
 LN0246  MODELED GRAVITY -    979,650.8   (mgal)                       NAVD 88
 LN0246
 LN0246  VERT ORDER      -  SECOND    CLASS 0
 LN0246
 LN0246.The horizontal coordinates were scaled from a map and have
 LN0246.an estimated accuracy of +/- 6 seconds.
 LN0246
 LN0246.The orthometric height was determined by differential leveling and
 LN0246.adjusted by the NATIONAL GEODETIC SURVEY
 LN0246.in June 1991.
 LN0246
 LN0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0246.GEOID18 height accuracy estimate available here.
 LN0246
 LN0246.Click photographs - Photos may exist for this station.
 LN0246
 LN0246.The dynamic height is computed by dividing the NAVD 88
 LN0246.geopotential number by the normal gravity value computed on the
 LN0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0246.degrees latitude (g = 980.6199 gals.).
 LN0246
 LN0246.The modeled gravity was interpolated from observed gravity values.
 LN0246
 LN0246;                    North         East    Units  Estimated Accuracy
 LN0246;SPC UT N     - 1,074,220.      686,300.      MT  (+/- 180 meters Scaled)
 LN0246
 LN0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL441379(NAD 83)
 LN0246
 LN0246                          SUPERSEDED SURVEY CONTROL
 LN0246
 LN0246  NGVD 29 (??/??/92) 2043.822  (m)         6705.44   (f) ADJ UNCH    2 0
 LN0246
 LN0246.Superseded values are not recommended for survey control.
 LN0246
 LN0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0246.See file dsdata.pdf to determine how the superseded data were derived.
 LN0246
 LN0246_MARKER: DB = BENCH MARK DISK
 LN0246_SETTING: 80 = SET IN A BOULDER
 LN0246_STAMPING: 6705 FT. ADJ 1903
 LN0246_MARK LOGO: USGS
 LN0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0246+STABILITY: SURFACE MOTION
 LN0246
 LN0246  HISTORY     - Date     Condition        Report By
 LN0246  HISTORY     - 1903     MONUMENTED       USGS
 LN0246  HISTORY     - 1962     GOOD             CGS
 LN0246
 LN0246                          STATION DESCRIPTION
 LN0246
 LN0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0246'22.3 MI E FROM LINWOOD.
 LN0246'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0246'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 17.3 MILES
 LN0246'EAST ALONG CLAY BASIN ROAD, 0.05 MILE NORTHWEST OF THE JUNCTION OF A
 LN0246'TRACK ROAD SOUTH TO EDITH ASPDEN PARK, 115 FEET SOUTH OF THE CENTER
 LN0246'LINE OF THE ROAD, 46 FEET NORTHWEST OF A SMALL WASH, 6 FEET SOUTH OF A
 LN0246'DRAINAGE DITCH, 1.3 FEET EAST OF A WITNESS POST, ABOUT 18 FEET HIGHER
 LN0246'THAN THE ROAD, IN THE TOP OF A SMALL BOULDER, AND ABOUT 0.2 FOOT ABOVE
 LN0246'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0087 ***********************************************************************
 LO0087  DESIGNATION -  6705.0
 LO0087  PID         -  LO0087
 LO0087  STATE/COUNTY-  UT/WASATCH
 LO0087  COUNTRY     -  US
 LO0087  USGS QUAD   -  DEEP CREEK CANYON (2017)
 LO0087
 LO0087                         *CURRENT SURVEY CONTROL
 LO0087  ______________________________________________________________________
 LO0087* NAD 83(1986) POSITION- 40 12 00.     (N) 110 54 38.     (W)   SCALED
 LO0087* NAVD 88 ORTHO HEIGHT -  2046.418 (meters)     6713.96  (feet) ADJUSTED
 LO0087  ______________________________________________________________________
 LO0087  GEOID HEIGHT    -        -15.856 (meters)                     GEOID18
 LO0087  DYNAMIC HEIGHT  -       2044.315 (meters)     6707.06  (feet) COMP
 LO0087  MODELED GRAVITY -    979,525.5   (mgal)                       NAVD 88
 LO0087
 LO0087  VERT ORDER      -  SECOND    CLASS 0
 LO0087
 LO0087.The horizontal coordinates were scaled from a map and have
 LO0087.an estimated accuracy of +/- 6 seconds.
 LO0087
 LO0087.The orthometric height was determined by differential leveling and
 LO0087.adjusted by the NATIONAL GEODETIC SURVEY
 LO0087.in June 1991.
 LO0087
 LO0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0087.GEOID18 height accuracy estimate available here.
 LO0087
 LO0087.Click photographs - Photos may exist for this station.
 LO0087
 LO0087.The dynamic height is computed by dividing the NAVD 88
 LO0087.geopotential number by the normal gravity value computed on the
 LO0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0087.degrees latitude (g = 980.6199 gals.).
 LO0087
 LO0087.The modeled gravity was interpolated from observed gravity values.
 LO0087
 LO0087;                    North         East    Units  Estimated Accuracy
 LO0087;SPC UT C     - 2,207,400.      550,180.      MT  (+/- 180 meters Scaled)
 LO0087
 LO0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK076499(NAD 83)
 LO0087
 LO0087                          SUPERSEDED SURVEY CONTROL
 LO0087
 LO0087  NGVD 29 (??/??/92) 2045.054  (m)         6709.48   (f) ADJ UNCH    2 0
 LO0087
 LO0087.Superseded values are not recommended for survey control.
 LO0087
 LO0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0087.See file dsdata.pdf to determine how the superseded data were derived.
 LO0087
 LO0087_MARKER: DD = SURVEY DISK
 LO0087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0087_SP_SET: CULVERT
 LO0087_STAMPING: 6705.0
 LO0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0087
 LO0087  HISTORY     - Date     Condition        Report By
 LO0087  HISTORY     - UNK      MONUMENTED       BPR
 LO0087  HISTORY     - 1959     GOOD             USGS
 LO0087
 LO0087                          STATION DESCRIPTION
 LO0087
 LO0087'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO0087'4.4 MI W FROM FRUITLAND.
 LO0087'IN WASATCH COUNTY, 4.4 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0087'OFFICE AT FRUITLAND, DUCHESNE COUNTY, AT A CONCRETE CULVERT, AND IN
 LO0087'THE TOP OF THE NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS
 LO0087'STANDARD DISK, STAMPED 6705.0.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0038 ***********************************************************************
 HO0038  DESIGNATION -  6705.9
 HO0038  PID         -  HO0038
 HO0038  STATE/COUNTY-  UT/GARFIELD
 HO0038  COUNTRY     -  US
 HO0038  USGS QUAD   -  PANGUITCH (2017)
 HO0038
 HO0038                         *CURRENT SURVEY CONTROL
 HO0038  ______________________________________________________________________
 HO0038* NAD 83(1986) POSITION- 37 45 42.     (N) 112 23 02.     (W)   SCALED
 HO0038* NAVD 88 ORTHO HEIGHT -  2045.261 (meters)     6710.16  (feet) POSTED
 HO0038  ______________________________________________________________________
 HO0038  GEOID HEIGHT    -        -20.265 (meters)                     GEOID18
 HO0038  DYNAMIC HEIGHT  -       2042.74  (meters)     6701.9   (feet) COMP
 HO0038  MODELED GRAVITY -    979,324.4   (mgal)                       NAVD 88
 HO0038
 HO0038  VERT ORDER      -  * POSTED, SEE BELOW
 HO0038
 HO0038.The horizontal coordinates were scaled from a map and have
 HO0038.an estimated accuracy of +/- 6 seconds.
 HO0038
 HO0038.The orthometric height was determined by differential leveling
 HO0038.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0038
 HO0038.* This is a POSTED BENCH MARK height.
 HO0038
 HO0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0038.GEOID18 height accuracy estimate available here.
 HO0038
 HO0038.Click photographs - Photos may exist for this station.
 HO0038
 HO0038.The dynamic height is computed by dividing the NAVD 88
 HO0038.geopotential number by the normal gravity value computed on the
 HO0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0038.degrees latitude (g = 980.6199 gals.).
 HO0038
 HO0038.The modeled gravity was interpolated from observed gravity values.
 HO0038
 HO0038;                    North         East    Units  Estimated Accuracy
 HO0038;SPC UT S     - 3,121,900.      422,120.      MT  (+/- 180 meters Scaled)
 HO0038
 HO0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG781802(NAD 83)
 HO0038
 HO0038                          SUPERSEDED SURVEY CONTROL
 HO0038
 HO0038  NGVD 29 (??/??/92) 2043.890  (m)         6705.66   (f) ADJ UNCH    2 0
 HO0038
 HO0038.Superseded values are not recommended for survey control.
 HO0038
 HO0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0038.See file dsdata.pdf to determine how the superseded data were derived.
 HO0038
 HO0038_MARKER: Q = CHISELED SQUARE
 HO0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HO0038_SP_SET: CULVERT
 HO0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0038
 HO0038  HISTORY     - Date     Condition        Report By
 HO0038  HISTORY     - UNK      MONUMENTED       USGS
 HO0038  HISTORY     - 1934     GOOD             CGS
 HO0038
 HO0038                          STATION DESCRIPTION
 HO0038
 HO0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0038'6.1 MI SE FROM PANGUITCH.
 HO0038'6.1 MILES SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE COURTHOUSE AT
 HO0038'PANGUITCH, GARFIELD COUNTY, SOUTH OF THE CENTER LINE OF A RANCH ROAD,
 HO0038'AT A CULVERT, ON THE CENTER OF THE TOP OF THE EAST HEAD WALL, AND 25
 HO0038'FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0409 ***********************************************************************
 LO0409  DESIGNATION -  6731.9
 LO0409  PID         -  LO0409
 LO0409  STATE/COUNTY-  UT/WASATCH
 LO0409  COUNTRY     -  US
 LO0409  USGS QUAD   -  CENTER CREEK (2017)
 LO0409
 LO0409                         *CURRENT SURVEY CONTROL
 LO0409  ______________________________________________________________________
 LO0409* NAD 83(1986) POSITION- 40 22 33.     (N) 111 17 39.     (W)   SCALED
 LO0409* NAVD 88 ORTHO HEIGHT -  2053.483 (meters)     6737.14  (feet) ADJUSTED
 LO0409  ______________________________________________________________________
 LO0409  GEOID HEIGHT    -        -15.366 (meters)                     GEOID18
 LO0409  DYNAMIC HEIGHT  -       2051.426 (meters)     6730.39  (feet) COMP
 LO0409  MODELED GRAVITY -    979,550.7   (mgal)                       NAVD 88
 LO0409
 LO0409  VERT ORDER      -  SECOND    CLASS 0
 LO0409
 LO0409.The horizontal coordinates were scaled from a map and have
 LO0409.an estimated accuracy of +/- 6 seconds.
 LO0409
 LO0409.The orthometric height was determined by differential leveling and
 LO0409.adjusted by the NATIONAL GEODETIC SURVEY
 LO0409.in June 1991.
 LO0409
 LO0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0409.GEOID18 height accuracy estimate available here.
 LO0409
 LO0409.Click photographs - Photos may exist for this station.
 LO0409
 LO0409.The dynamic height is computed by dividing the NAVD 88
 LO0409.geopotential number by the normal gravity value computed on the
 LO0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0409.degrees latitude (g = 980.6199 gals.).
 LO0409
 LO0409.The modeled gravity was interpolated from observed gravity values.
 LO0409
 LO0409;                    North         East    Units  Estimated Accuracy
 LO0409;SPC UT C     - 2,226,780.      517,480.      MT  (+/- 180 meters Scaled)
 LO0409
 LO0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK750695(NAD 83)
 LO0409
 LO0409                          SUPERSEDED SURVEY CONTROL
 LO0409
 LO0409  NGVD 29 (??/??/92) 2052.153  (m)         6732.77   (f) ADJ UNCH    2 0
 LO0409
 LO0409.Superseded values are not recommended for survey control.
 LO0409
 LO0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0409.See file dsdata.pdf to determine how the superseded data were derived.
 LO0409
 LO0409_MARKER: DD = SURVEY DISK
 LO0409_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0409_SP_SET: CULVERT HEADWALL
 LO0409_STAMPING: 6731.9
 LO0409_MARK LOGO: BPR
 LO0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0409+STABILITY: SURFACE MOTION
 LO0409
 LO0409  HISTORY     - Date     Condition        Report By
 LO0409  HISTORY     - UNK      MONUMENTED       BPR
 LO0409  HISTORY     - 1934     GOOD             CGS
 LO0409  HISTORY     - 19900601 MARK NOT FOUND   USGS
 LO0409
 LO0409                          STATION DESCRIPTION
 LO0409
 LO0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0409'11.7 MI SE FROM HEBER.
 LO0409'11.7 MILES SOUTHEAST ALONG U.S. HWY. 40 FROM THE COURTHOUSE AT HEBER
 LO0409'CITY, WASATCH COUNTY, AT A SPUR OF THE OLD HIGHWAY, IN TOP OF THE EAST
 LO0409'HEADWALL OF A CONCRETE CULVERT AT THE BEGINNING OF CENTER CANYON. A
 LO0409'USDA STANDARD DISK STAMPED 6731.9.
 LO0409
 LO0409                          STATION RECOVERY (1990)
 LO0409
 LO0409'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SB)
 LO0409'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0033 ***********************************************************************
 JO0033  DESIGNATION -  6751.76
 JO0033  PID         -  JO0033
 JO0033  STATE/COUNTY-  UT/MILLARD
 JO0033  COUNTRY     -  US
 JO0033  USGS QUAD   -  COVE FORT (2017)
 JO0033
 JO0033                         *CURRENT SURVEY CONTROL
 JO0033  ______________________________________________________________________
 JO0033* NAD 83(1986) POSITION- 38 35 47.     (N) 112 30 32.     (W)   SCALED
 JO0033* NAVD 88 ORTHO HEIGHT -  2105.001 (meters)     6906.16  (feet) ADJUSTED
 JO0033  ______________________________________________________________________
 JO0033  GEOID HEIGHT    -        -19.316 (meters)                     GEOID18
 JO0033  DYNAMIC HEIGHT  -       2102.594 (meters)     6898.26  (feet) COMP
 JO0033  MODELED GRAVITY -    979,409.0   (mgal)                       NAVD 88
 JO0033
 JO0033  VERT ORDER      -  FIRST     CLASS II
 JO0033
 JO0033.The horizontal coordinates were scaled from a map and have
 JO0033.an estimated accuracy of +/- 6 seconds.
 JO0033
 JO0033.The orthometric height was determined by differential leveling and
 JO0033.adjusted by the NATIONAL GEODETIC SURVEY
 JO0033.in June 1991.
 JO0033
 JO0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0033.GEOID18 height accuracy estimate available here.
 JO0033
 JO0033.Click photographs - Photos may exist for this station.
 JO0033
 JO0033.The dynamic height is computed by dividing the NAVD 88
 JO0033.geopotential number by the normal gravity value computed on the
 JO0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0033.degrees latitude (g = 980.6199 gals.).
 JO0033
 JO0033.The modeled gravity was interpolated from observed gravity values.
 JO0033
 JO0033;                    North         East    Units  Estimated Accuracy
 JO0033;SPC UT C     - 2,029,700.      412,100.      MT  (+/- 180 meters Scaled)
 JO0033
 JO0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH686730(NAD 83)
 JO0033
 JO0033                          SUPERSEDED SURVEY CONTROL
 JO0033
 JO0033  NGVD 29 (??/??/92) 2103.689  (m)         6901.85   (f) ADJ UNCH    1 2
 JO0033
 JO0033.Superseded values are not recommended for survey control.
 JO0033
 JO0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0033.See file dsdata.pdf to determine how the superseded data were derived.
 JO0033
 JO0033_MARKER: DD = SURVEY DISK
 JO0033_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0033_SP_SET: CULVERT HEADWALL
 JO0033_STAMPING: 6751.76
 JO0033_MARK LOGO: BPR
 JO0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0033+STABILITY: SURFACE MOTION
 JO0033
 JO0033  HISTORY     - Date     Condition        Report By
 JO0033  HISTORY     - UNK      MONUMENTED       BPR
 JO0033  HISTORY     - 1934     GOOD             CGS
 JO0033
 JO0033                          STATION DESCRIPTION
 JO0033
 JO0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0033'4.5 MI E FROM COVE FORT.
 JO0033'4.5 MILES EAST ALONG STATE HIGHWAY 13 FROM COVE FORT, MILLARD COUNTY,
 JO0033'AT A CONCRETE CULVERT, IN THE TOP OF THE NORTH HEADWALL, AND 27 FEET
 JO0033'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF
 JO0033'PUBLIC ROADS STANDARD DISK, STAMPED 6751.76.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0083 ***********************************************************************
 LO0083  DESIGNATION -  6755.9
 LO0083  PID         -  LO0083
 LO0083  STATE/COUNTY-  UT/DUCHESNE
 LO0083  COUNTRY     -  US
 LO0083  USGS QUAD   -  DEEP CREEK CANYON (2017)
 LO0083
 LO0083                         *CURRENT SURVEY CONTROL
 LO0083  ______________________________________________________________________
 LO0083* NAD 83(1986) POSITION- 40 12 08.     (N) 110 52 43.     (W)   SCALED
 LO0083* NAVD 88 ORTHO HEIGHT -  2061.650 (meters)     6763.93  (feet) ADJUSTED
 LO0083  ______________________________________________________________________
 LO0083  GEOID HEIGHT    -        -15.933 (meters)                     GEOID18
 LO0083  DYNAMIC HEIGHT  -       2059.530 (meters)     6756.97  (feet) COMP
 LO0083  MODELED GRAVITY -    979,524.3   (mgal)                       NAVD 88
 LO0083
 LO0083  VERT ORDER      -  SECOND    CLASS 0
 LO0083
 LO0083.The horizontal coordinates were scaled from a map and have
 LO0083.an estimated accuracy of +/- 6 seconds.
 LO0083
 LO0083.The orthometric height was determined by differential leveling and
 LO0083.adjusted by the NATIONAL GEODETIC SURVEY
 LO0083.in June 1991.
 LO0083
 LO0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0083.GEOID18 height accuracy estimate available here.
 LO0083
 LO0083.Click photographs - Photos may exist for this station.
 LO0083
 LO0083.The dynamic height is computed by dividing the NAVD 88
 LO0083.geopotential number by the normal gravity value computed on the
 LO0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0083.degrees latitude (g = 980.6199 gals.).
 LO0083
 LO0083.The modeled gravity was interpolated from observed gravity values.
 LO0083
 LO0083;                    North         East    Units  Estimated Accuracy
 LO0083;SPC UT C     - 2,207,670.      552,900.      MT  (+/- 180 meters Scaled)
 LO0083
 LO0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK103502(NAD 83)
 LO0083
 LO0083                          SUPERSEDED SURVEY CONTROL
 LO0083
 LO0083  NGVD 29 (??/??/92) 2060.281  (m)         6759.44   (f) ADJ UNCH    2 0
 LO0083
 LO0083.Superseded values are not recommended for survey control.
 LO0083
 LO0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0083.See file dsdata.pdf to determine how the superseded data were derived.
 LO0083
 LO0083_MARKER: DD = SURVEY DISK
 LO0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0083_SP_SET: CULVERT
 LO0083_STAMPING: 6755.9
 LO0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0083
 LO0083  HISTORY     - Date     Condition        Report By
 LO0083  HISTORY     - UNK      MONUMENTED       BPR
 LO0083  HISTORY     - 1959     MARK NOT FOUND   USGS
 LO0083
 LO0083                          STATION DESCRIPTION
 LO0083
 LO0083'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO0083'2.4 MI W FROM FRUITLAND.
 LO0083'2.4 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LO0083'FRUITLAND, DUCHESNE COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF
 LO0083'THE NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD
 LO0083'DISK, STAMPED 6755.9.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0088 ***********************************************************************
 LO0088  DESIGNATION -  6795.9
 LO0088  PID         -  LO0088
 LO0088  STATE/COUNTY-  UT/WASATCH
 LO0088  COUNTRY     -  US
 LO0088  USGS QUAD   -  DEEP CREEK CANYON (2017)
 LO0088
 LO0088                         *CURRENT SURVEY CONTROL
 LO0088  ______________________________________________________________________
 LO0088* NAD 83(1986) POSITION- 40 11 55.     (N) 110 55 06.     (W)   SCALED
 LO0088* NAVD 88 ORTHO HEIGHT -  2073.873 (meters)     6804.03  (feet) ADJUSTED
 LO0088  ______________________________________________________________________
 LO0088  GEOID HEIGHT    -        -15.838 (meters)                     GEOID18
 LO0088  DYNAMIC HEIGHT  -       2071.733 (meters)     6797.01  (feet) COMP
 LO0088  MODELED GRAVITY -    979,519.9   (mgal)                       NAVD 88
 LO0088
 LO0088  VERT ORDER      -  SECOND    CLASS 0
 LO0088
 LO0088.The horizontal coordinates were scaled from a map and have
 LO0088.an estimated accuracy of +/- 6 seconds.
 LO0088
 LO0088.The orthometric height was determined by differential leveling and
 LO0088.adjusted by the NATIONAL GEODETIC SURVEY
 LO0088.in June 1991.
 LO0088
 LO0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0088.GEOID18 height accuracy estimate available here.
 LO0088
 LO0088.Click photographs - Photos may exist for this station.
 LO0088
 LO0088.The dynamic height is computed by dividing the NAVD 88
 LO0088.geopotential number by the normal gravity value computed on the
 LO0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0088.degrees latitude (g = 980.6199 gals.).
 LO0088
 LO0088.The modeled gravity was interpolated from observed gravity values.
 LO0088
 LO0088;                    North         East    Units  Estimated Accuracy
 LO0088;SPC UT C     - 2,207,240.      549,520.      MT  (+/- 180 meters Scaled)
 LO0088
 LO0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK069498(NAD 83)
 LO0088
 LO0088                          SUPERSEDED SURVEY CONTROL
 LO0088
 LO0088  NGVD 29 (??/??/92) 2072.502  (m)         6799.53   (f) ADJ UNCH    2 0
 LO0088
 LO0088.Superseded values are not recommended for survey control.
 LO0088
 LO0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0088.See file dsdata.pdf to determine how the superseded data were derived.
 LO0088
 LO0088_MARKER: DD = SURVEY DISK
 LO0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0088_SP_SET: CULVERT
 LO0088_STAMPING: 6795.9
 LO0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0088
 LO0088  HISTORY     - Date     Condition        Report By
 LO0088  HISTORY     - UNK      MONUMENTED       BPR
 LO0088  HISTORY     - 1959     MARK NOT FOUND   USGS
 LO0088
 LO0088                          STATION DESCRIPTION
 LO0088
 LO0088'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO0088'4.8 MI W FROM FRUITLAND.
 LO0088'IN WASATCH COUNTY, 4.8 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0088'OFFICE AT FRUITLAND, DUCHESNE COUNTY, AT A CONCRETE CULVERT, AND IN
 LO0088'THE TOP OF THE NORTH HEADWALL. A UNITED STATES BUREAU OF PUBLIC ROADS
 LO0088'STANDARD DISK, STAMPED 6795.9.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0424 ***********************************************************************
 KM0424  DESIGNATION -  68 FMK
 KM0424  PID         -  KM0424
 KM0424  STATE/COUNTY-  UT/GRAND
 KM0424  COUNTRY     -  US
 KM0424  USGS QUAD   -  DANISH FLAT (2017)
 KM0424
 KM0424                         *CURRENT SURVEY CONTROL
 KM0424  ______________________________________________________________________
 KM0424* NAD 83(1986) POSITION- 39 06 19.6    (N) 109 21 39.8    (W)   HD_HELD2
 KM0424* NAVD 88 ORTHO HEIGHT -  1524.325 (meters)     5001.06  (feet) POSTED
 KM0424  ______________________________________________________________________
 KM0424  GEOID HEIGHT    -        -18.768 (meters)                     GEOID18
 KM0424  DYNAMIC HEIGHT  -       1522.82  (meters)     4996.1   (feet) COMP
 KM0424  MODELED GRAVITY -    979,585.2   (mgal)                       NAVD 88
 KM0424
 KM0424  VERT ORDER      -  * POSTED, SEE BELOW
 KM0424
 KM0424.The horizontal coordinates were established by autonomous hand held GPS
 KM0424.observations and have an estimated accuracy of +/- 10 meters.
 KM0424
 KM0424.The orthometric height was determined by differential leveling
 KM0424.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0424
 KM0424.* This is a POSTED BENCH MARK height.
 KM0424
 KM0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0424.GEOID18 height accuracy estimate available here.
 KM0424
 KM0424.Click photographs - Photos may exist for this station.
 KM0424
 KM0424.The dynamic height is computed by dividing the NAVD 88
 KM0424.geopotential number by the normal gravity value computed on the
 KM0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0424.degrees latitude (g = 980.6199 gals.).
 KM0424
 KM0424.The modeled gravity was interpolated from observed gravity values.
 KM0424
 KM0424;                    North         East    Units  Estimated Accuracy
 KM0424;SPC UT C     - 2,087,932.      684,992.      MT  (+/- 10 meters HH2 GPS)
 KM0424
 KM0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ4171229756(NAD 83)
 KM0424
 KM0424                          SUPERSEDED SURVEY CONTROL
 KM0424
 KM0424  NGVD 29 (??/??/92) 1523.26   (m)         4997.6    (f) COMPUTED    2 0
 KM0424
 KM0424.Superseded values are not recommended for survey control.
 KM0424
 KM0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0424.See file dsdata.pdf to determine how the superseded data were derived.
 KM0424
 KM0424_MARKER: DB = BENCH MARK DISK
 KM0424_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0424_STAMPING: 68 FMK 1969 4998
 KM0424_MARK LOGO: USGS
 KM0424_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0424+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2012
 KM0424
 KM0424  HISTORY     - Date     Condition        Report By
 KM0424  HISTORY     - 1969     MONUMENTED       USGS
 KM0424  HISTORY     - 20121105 GOOD             GEOCAC
 KM0424
 KM0424                          STATION DESCRIPTION
 KM0424
 KM0424'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0424'FROM THE POST OFFICE IN CISCO, UTAH, PROCEED 5.6 MILES NORTHEAST
 KM0424'ALONG U. S. HIGHWAYS 6 AND 50, THENCE 7.8 MILES NORTHWEST ALONG
 KM0424'COUNTY ROAD TO THE TOP OF A SMALL RIDGE, 42 FEET NORTH OF THE
 KM0424'CENTERLINE OF THE ROAD, WITNESS POST SET NEAR BENCH MARK, SET ON 10
 KM0424'FEET OF COPPER-COATED STEEL ROD ENCASED IN 6-INCH CONCRETE PIPE WHICH
 KM0424'IS FLUSH WITH THE GROUND.
 KM0424
 KM0424                          STATION RECOVERY (2012)
 KM0424
 KM0424'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 KM0424'TAG IS MISSING FROM THE T POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0136 ***********************************************************************
 JN0136  DESIGNATION -  6815
 JN0136  PID         -  JN0136
 JN0136  STATE/COUNTY-  UT/SEVIER
 JN0136  COUNTRY     -  US
 JN0136  USGS QUAD   -  OLD WOMAN PLATEAU (2017)
 JN0136
 JN0136                         *CURRENT SURVEY CONTROL
 JN0136  ______________________________________________________________________
 JN0136* NAD 83(1986) POSITION- 38 45 17.     (N) 111 22 51.     (W)   SCALED
 JN0136* NAVD 88 ORTHO HEIGHT -  2078.916 (meters)     6820.58  (feet) ADJUSTED
 JN0136  ______________________________________________________________________
 JN0136  GEOID HEIGHT    -        -17.736 (meters)                     GEOID18
 JN0136  DYNAMIC HEIGHT  -       2076.587 (meters)     6812.94  (feet) COMP
 JN0136  MODELED GRAVITY -    979,433.2   (mgal)                       NAVD 88
 JN0136
 JN0136  VERT ORDER      -  SECOND    CLASS 0
 JN0136
 JN0136.The horizontal coordinates were scaled from a map and have
 JN0136.an estimated accuracy of +/- 6 seconds.
 JN0136
 JN0136.The orthometric height was determined by differential leveling and
 JN0136.adjusted by the NATIONAL GEODETIC SURVEY
 JN0136.in June 1991.
 JN0136
 JN0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0136.GEOID18 height accuracy estimate available here.
 JN0136
 JN0136.Click photographs - Photos may exist for this station.
 JN0136
 JN0136.The dynamic height is computed by dividing the NAVD 88
 JN0136.geopotential number by the normal gravity value computed on the
 JN0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0136.degrees latitude (g = 980.6199 gals.).
 JN0136
 JN0136.The modeled gravity was interpolated from observed gravity values.
 JN0136
 JN0136;                    North         East    Units  Estimated Accuracy
 JN0136;SPC UT C     - 2,046,790.      510,360.      MT  (+/- 180 meters Scaled)
 JN0136
 JN0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH669896(NAD 83)
 JN0136
 JN0136                          SUPERSEDED SURVEY CONTROL
 JN0136
 JN0136  NGVD 29 (??/??/92) 2077.635  (m)         6816.37   (f) ADJ UNCH    2 0
 JN0136
 JN0136.Superseded values are not recommended for survey control.
 JN0136
 JN0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0136.See file dsdata.pdf to determine how the superseded data were derived.
 JN0136
 JN0136_MARKER: P = PIPE CAP
 JN0136_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JN0136_STAMPING: 6815
 JN0136_MARK LOGO: USGS
 JN0136_MAGNETIC: P = MARKER IS A STEEL PIPE
 JN0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0136
 JN0136  HISTORY     - Date     Condition        Report By
 JN0136  HISTORY     - UNK      MONUMENTED       USGS
 JN0136  HISTORY     - 1934     GOOD             CGS
 JN0136
 JN0136                          STATION DESCRIPTION
 JN0136
 JN0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0136'15.6 MI S FROM EMERY.
 JN0136'IN SEVIER COUNTY, ABOUT 15.6 MILES SOUTH ALONG STATE HIGHWAY 10 FROM
 JN0136'THE PUBLIC SCHOOL AT EMERY, EMERY COUNTY, AT THE JUNCTION WITH STATE
 JN0136'HIGHWAY 72, ON THE TOP OF A BENCH, ABOUT 30 FEET SOUTHEAST OF STATE
 JN0136'HIGHWAY 72, AND 18 FEET SOUTHWEST OF STATE HIGHWAY 10.  A UNITED
 JN0136'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6815 AND RIVETED ON THE
 JN0136'TOP OF A 3-1/2-INCH IRON PIPE SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0408 ***********************************************************************
 LO0408  DESIGNATION -  6815.5
 LO0408  PID         -  LO0408
 LO0408  STATE/COUNTY-  UT/WASATCH
 LO0408  COUNTRY     -  US
 LO0408  USGS QUAD   -  TWIN PEAKS (2017)
 LO0408
 LO0408                         *CURRENT SURVEY CONTROL
 LO0408  ______________________________________________________________________
 LO0408* NAD 83(1986) POSITION- 40 22 11.     (N) 111 17 31.     (W)   SCALED
 LO0408* NAVD 88 ORTHO HEIGHT -  2078.981 (meters)     6820.79  (feet) ADJUSTED
 LO0408  ______________________________________________________________________
 LO0408  GEOID HEIGHT    -        -15.368 (meters)                     GEOID18
 LO0408  DYNAMIC HEIGHT  -       2076.893 (meters)     6813.94  (feet) COMP
 LO0408  MODELED GRAVITY -    979,546.8   (mgal)                       NAVD 88
 LO0408
 LO0408  VERT ORDER      -  SECOND    CLASS 0
 LO0408
 LO0408.The horizontal coordinates were scaled from a map and have
 LO0408.an estimated accuracy of +/- 6 seconds.
 LO0408
 LO0408.The orthometric height was determined by differential leveling and
 LO0408.adjusted by the NATIONAL GEODETIC SURVEY
 LO0408.in June 1991.
 LO0408
 LO0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0408.GEOID18 height accuracy estimate available here.
 LO0408
 LO0408.Click photographs - Photos may exist for this station.
 LO0408
 LO0408.The dynamic height is computed by dividing the NAVD 88
 LO0408.geopotential number by the normal gravity value computed on the
 LO0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0408.degrees latitude (g = 980.6199 gals.).
 LO0408
 LO0408.The modeled gravity was interpolated from observed gravity values.
 LO0408
 LO0408;                    North         East    Units  Estimated Accuracy
 LO0408;SPC UT C     - 2,226,100.      517,670.      MT  (+/- 180 meters Scaled)
 LO0408
 LO0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK752688(NAD 83)
 LO0408
 LO0408                          SUPERSEDED SURVEY CONTROL
 LO0408
 LO0408  NGVD 29 (??/??/92) 2077.648  (m)         6816.42   (f) ADJ UNCH    2 0
 LO0408
 LO0408.Superseded values are not recommended for survey control.
 LO0408
 LO0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0408.See file dsdata.pdf to determine how the superseded data were derived.
 LO0408
 LO0408_MARKER: DD = SURVEY DISK
 LO0408_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0408_SP_SET: CULVERT HEADWALL
 LO0408_STAMPING: 6815.5
 LO0408_MARK LOGO: BPR
 LO0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0408+STABILITY: SURFACE MOTION
 LO0408
 LO0408  HISTORY     - Date     Condition        Report By
 LO0408  HISTORY     - UNK      MONUMENTED       BPR
 LO0408  HISTORY     - 1934     GOOD             CGS
 LO0408  HISTORY     - 1964     MARK NOT FOUND   CGS
 LO0408
 LO0408                          STATION DESCRIPTION
 LO0408
 LO0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0408'12.2 MI SE FROM HEBER.
 LO0408'12.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0408'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0408'NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0408'STAMPED 6815.5.
 LO0408
 LO0408                          STATION RECOVERY (1964)
 LO0408
 LO0408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LO0408'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0029 ***********************************************************************
 HO0029  DESIGNATION -  6820.1
 HO0029  PID         -  HO0029
 HO0029  STATE/COUNTY-  UT/GARFIELD
 HO0029  COUNTRY     -  US
 HO0029  USGS QUAD   -  WILSON PEAK (2017)
 HO0029
 HO0029                         *CURRENT SURVEY CONTROL
 HO0029  ______________________________________________________________________
 HO0029* NAD 83(1986) POSITION- 37 44 55.     (N) 112 21 45.     (W)   SCALED
 HO0029* NAVD 88 ORTHO HEIGHT -  2080.055 (meters)     6824.31  (feet) POSTED
 HO0029  ______________________________________________________________________
 HO0029  GEOID HEIGHT    -        -20.249 (meters)                     GEOID18
 HO0029  DYNAMIC HEIGHT  -       2077.49  (meters)     6815.9   (feet) COMP
 HO0029  MODELED GRAVITY -    979,320.2   (mgal)                       NAVD 88
 HO0029
 HO0029  VERT ORDER      -  * POSTED, SEE BELOW
 HO0029
 HO0029.The horizontal coordinates were scaled from a map and have
 HO0029.an estimated accuracy of +/- 6 seconds.
 HO0029
 HO0029.The orthometric height was determined by differential leveling
 HO0029.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0029
 HO0029.* This is a POSTED BENCH MARK height.
 HO0029
 HO0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0029.GEOID18 height accuracy estimate available here.
 HO0029
 HO0029.Click photographs - Photos may exist for this station.
 HO0029
 HO0029.The dynamic height is computed by dividing the NAVD 88
 HO0029.geopotential number by the normal gravity value computed on the
 HO0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0029.degrees latitude (g = 980.6199 gals.).
 HO0029
 HO0029.The modeled gravity was interpolated from observed gravity values.
 HO0029
 HO0029;                    North         East    Units  Estimated Accuracy
 HO0029;SPC UT S     - 3,120,430.      423,990.      MT  (+/- 180 meters Scaled)
 HO0029
 HO0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG799787(NAD 83)
 HO0029
 HO0029                          SUPERSEDED SURVEY CONTROL
 HO0029
 HO0029  NGVD 29 (??/??/92) 2078.68   (m)         6819.8    (f) COMPUTED    2 0
 HO0029
 HO0029.Superseded values are not recommended for survey control.
 HO0029
 HO0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0029.See file dsdata.pdf to determine how the superseded data were derived.
 HO0029
 HO0029_MARKER: Q = CHISELED SQUARE
 HO0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HO0029_SP_SET: PARAPET WALL
 HO0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0029
 HO0029  HISTORY     - Date     Condition        Report By
 HO0029  HISTORY     - UNK      MONUMENTED       USGS
 HO0029  HISTORY     - 1934     GOOD             CGS
 HO0029
 HO0029                          STATION DESCRIPTION
 HO0029
 HO0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0029'7.8 MI SE FROM PANGUITCH.
 HO0029'7.8 MILES SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE COURTHOUSE AT
 HO0029'PANGUITCH, GARFIELD COUNTY, AT THE CENTER OF A CONCRETE BRIDGE, ON THE
 HO0029'TOP OF THE BASE OF THE PARAPET WALL, AND 9 FEET FROM THE CENTER LINE
 HO0029'OF THE HIGHWAY.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0272 ***********************************************************************
 HM0272  DESIGNATION -  6835.05
 HM0272  PID         -  HM0272
 HM0272  STATE/COUNTY-  UT/SAN JUAN
 HM0272  COUNTRY     -  US
 HM0272  USGS QUAD   -  KANE GULCH (2017)
 HM0272
 HM0272                         *CURRENT SURVEY CONTROL
 HM0272  ______________________________________________________________________
 HM0272* NAD 83(1986) POSITION- 37 34 49.     (N) 109 55 03.     (W)   SCALED
 HM0272* NAVD 88 ORTHO HEIGHT -  2084.480 (meters)     6838.83  (feet) ADJUSTED
 HM0272  ______________________________________________________________________
 HM0272  GEOID HEIGHT    -        -19.563 (meters)                     GEOID18
 HM0272  DYNAMIC HEIGHT  -       2081.994 (meters)     6830.68  (feet) COMP
 HM0272  MODELED GRAVITY -    979,362.4   (mgal)                       NAVD 88
 HM0272
 HM0272  VERT ORDER      -  FIRST     CLASS II
 HM0272
 HM0272.The horizontal coordinates were scaled from a map and have
 HM0272.an estimated accuracy of +/- 6 seconds.
 HM0272
 HM0272.The orthometric height was determined by differential leveling and
 HM0272.adjusted by the NATIONAL GEODETIC SURVEY
 HM0272.in June 1991.
 HM0272
 HM0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0272.GEOID18 height accuracy estimate available here.
 HM0272
 HM0272.Click photographs - Photos may exist for this station.
 HM0272
 HM0272.The dynamic height is computed by dividing the NAVD 88
 HM0272.geopotential number by the normal gravity value computed on the
 HM0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0272.degrees latitude (g = 980.6199 gals.).
 HM0272
 HM0272.The modeled gravity was interpolated from observed gravity values.
 HM0272
 HM0272;                    North         East    Units  Estimated Accuracy
 HM0272;SPC UT S     - 3,102,580.      639,770.      MT  (+/- 180 meters Scaled)
 HM0272
 HM0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG955597(NAD 83)
 HM0272
 HM0272                          SUPERSEDED SURVEY CONTROL
 HM0272
 HM0272  NGVD 29 (??/??/92) 2083.369  (m)         6835.19   (f) ADJ UNCH    1 2
 HM0272
 HM0272.Superseded values are not recommended for survey control.
 HM0272
 HM0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0272.See file dsdata.pdf to determine how the superseded data were derived.
 HM0272
 HM0272_MARKER: Z = SEE DESCRIPTION
 HM0272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HM0272_SP_SET: TREE ROOT
 HM0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0272
 HM0272  HISTORY     - Date     Condition        Report By
 HM0272  HISTORY     - UNK      MONUMENTED       USGS
 HM0272  HISTORY     - 1958     GOOD             CGS
 HM0272
 HM0272                          STATION DESCRIPTION
 HM0272
 HM0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HM0272'20.1 MI SE FROM FRY CANYON.
 HM0272'ABOUT 20.1 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HM0272'AT FRY CANYON, AT GRAND FLAT, AT THE JUNCTION OF OLD STATE HIGHWAY 95
 HM0272'LEADING NORTH, 69 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE OLD
 HM0272'HIGHWAY, 55 FEET SOUTH-SOUTHWEST OF BENCH MARK EL 25, AND IN THE WEST
 HM0272'ROOT OF A LEANING 10-INCH PINON TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0089 ***********************************************************************
 LO0089  DESIGNATION -  6859.9
 LO0089  PID         -  LO0089
 LO0089  STATE/COUNTY-  UT/WASATCH
 LO0089  COUNTRY     -  US
 LO0089  USGS QUAD   -  DEEP CREEK CANYON (2017)
 LO0089
 LO0089                         *CURRENT SURVEY CONTROL
 LO0089  ______________________________________________________________________
 LO0089* NAD 83(1986) POSITION- 40 11 46.     (N) 110 55 28.     (W)   SCALED
 LO0089* NAVD 88 ORTHO HEIGHT -  2093.410 (meters)     6868.13  (feet) ADJUSTED
 LO0089  ______________________________________________________________________
 LO0089  GEOID HEIGHT    -        -15.825 (meters)                     GEOID18
 LO0089  DYNAMIC HEIGHT  -       2091.229 (meters)     6860.97  (feet) COMP
 LO0089  MODELED GRAVITY -    979,509.4   (mgal)                       NAVD 88
 LO0089
 LO0089  VERT ORDER      -  SECOND    CLASS 0
 LO0089
 LO0089.The horizontal coordinates were scaled from a map and have
 LO0089.an estimated accuracy of +/- 6 seconds.
 LO0089
 LO0089.The orthometric height was determined by differential leveling and
 LO0089.adjusted by the NATIONAL GEODETIC SURVEY
 LO0089.in June 1991.
 LO0089
 LO0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0089.GEOID18 height accuracy estimate available here.
 LO0089
 LO0089.Click photographs - Photos may exist for this station.
 LO0089
 LO0089.The dynamic height is computed by dividing the NAVD 88
 LO0089.geopotential number by the normal gravity value computed on the
 LO0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0089.degrees latitude (g = 980.6199 gals.).
 LO0089
 LO0089.The modeled gravity was interpolated from observed gravity values.
 LO0089
 LO0089;                    North         East    Units  Estimated Accuracy
 LO0089;SPC UT C     - 2,206,960.      549,000.      MT  (+/- 180 meters Scaled)
 LO0089
 LO0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK064495(NAD 83)
 LO0089
 LO0089                          SUPERSEDED SURVEY CONTROL
 LO0089
 LO0089  NGVD 29 (??/??/92) 2092.02   (m)         6863.6    (f) COMPUTED    2 0
 LO0089
 LO0089.Superseded values are not recommended for survey control.
 LO0089
 LO0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0089.See file dsdata.pdf to determine how the superseded data were derived.
 LO0089
 LO0089_MARKER: DD = SURVEY DISK
 LO0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0089_SP_SET: CULVERT
 LO0089_STAMPING: 6859.9
 LO0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0089
 LO0089  HISTORY     - Date     Condition        Report By
 LO0089  HISTORY     - UNK      MONUMENTED       BPR
 LO0089  HISTORY     - 1959     MARK NOT FOUND   USGS
 LO0089
 LO0089                          STATION DESCRIPTION
 LO0089
 LO0089'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO0089'5.2 MI W FROM FRUITLAND.
 LO0089'IN WASATCH COUNTY, 5.2 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0089'OFFICE AT FRUITLAND, DUCHESNE COUNTY, AT A CONCRETE CULVERT, AND IN
 LO0089'THE TOP OF THE NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS
 LO0089'STANDARD DISK, STAMPED 6859.9.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0406 ***********************************************************************
 LO0406  DESIGNATION -  6895.8
 LO0406  PID         -  LO0406
 LO0406  STATE/COUNTY-  UT/WASATCH
 LO0406  COUNTRY     -  US
 LO0406  USGS QUAD   -  TWIN PEAKS (2017)
 LO0406
 LO0406                         *CURRENT SURVEY CONTROL
 LO0406  ______________________________________________________________________
 LO0406* NAD 83(1986) POSITION- 40 21 45.     (N) 111 17 11.     (W)   SCALED
 LO0406* NAVD 88 ORTHO HEIGHT -  2103.470 (meters)     6901.13  (feet) ADJUSTED
 LO0406  ______________________________________________________________________
 LO0406  GEOID HEIGHT    -        -15.366 (meters)                     GEOID18
 LO0406  DYNAMIC HEIGHT  -       2101.347 (meters)     6894.17  (feet) COMP
 LO0406  MODELED GRAVITY -    979,540.8   (mgal)                       NAVD 88
 LO0406
 LO0406  VERT ORDER      -  SECOND    CLASS 0
 LO0406
 LO0406.The horizontal coordinates were scaled from a map and have
 LO0406.an estimated accuracy of +/- 6 seconds.
 LO0406
 LO0406.The orthometric height was determined by differential leveling and
 LO0406.adjusted by the NATIONAL GEODETIC SURVEY
 LO0406.in June 1991.
 LO0406
 LO0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0406.GEOID18 height accuracy estimate available here.
 LO0406
 LO0406.Click photographs - Photos may exist for this station.
 LO0406
 LO0406.The dynamic height is computed by dividing the NAVD 88
 LO0406.geopotential number by the normal gravity value computed on the
 LO0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0406.degrees latitude (g = 980.6199 gals.).
 LO0406
 LO0406.The modeled gravity was interpolated from observed gravity values.
 LO0406
 LO0406;                    North         East    Units  Estimated Accuracy
 LO0406;SPC UT C     - 2,225,300.      518,140.      MT  (+/- 180 meters Scaled)
 LO0406
 LO0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK756680(NAD 83)
 LO0406
 LO0406                          SUPERSEDED SURVEY CONTROL
 LO0406
 LO0406  NGVD 29 (??/??/92) 2102.131  (m)         6896.74   (f) ADJ UNCH    2 0
 LO0406
 LO0406.Superseded values are not recommended for survey control.
 LO0406
 LO0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0406.See file dsdata.pdf to determine how the superseded data were derived.
 LO0406
 LO0406_MARKER: DD = SURVEY DISK
 LO0406_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0406_SP_SET: CULVERT HEADWALL
 LO0406_STAMPING: 6895.8
 LO0406_MARK LOGO: BPR
 LO0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0406+STABILITY: SURFACE MOTION
 LO0406
 LO0406  HISTORY     - Date     Condition        Report By
 LO0406  HISTORY     - UNK      MONUMENTED       BPR
 LO0406  HISTORY     - 1934     GOOD             CGS
 LO0406  HISTORY     - 1964     MARK NOT FOUND   CGS
 LO0406
 LO0406                          STATION DESCRIPTION
 LO0406
 LO0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0406'12.7 MI SE FROM HEBER.
 LO0406'12.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0406'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0406'NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0406'STAMPED 6895.8.
 LO0406
 LO0406                          STATION RECOVERY (1964)
 LO0406
 LO0406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LO0406'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0425 ***********************************************************************
 KM0425  DESIGNATION -  69 FMK
 KM0425  PID         -  KM0425
 KM0425  STATE/COUNTY-  UT/GRAND
 KM0425  COUNTRY     -  US
 KM0425  USGS QUAD   -  DANISH FLAT (2017)
 KM0425
 KM0425                         *CURRENT SURVEY CONTROL
 KM0425  ______________________________________________________________________
 KM0425* NAD 83(1986) POSITION- 39 06 18.1    (N) 109 20 22.9    (W)   HD_HELD2
 KM0425* NAVD 88 ORTHO HEIGHT -  1499.799 (meters)     4920.59  (feet) POSTED
 KM0425  ______________________________________________________________________
 KM0425  GEOID HEIGHT    -        -18.747 (meters)                     GEOID18
 KM0425  DYNAMIC HEIGHT  -       1498.33  (meters)     4915.8   (feet) COMP
 KM0425  MODELED GRAVITY -    979,594.2   (mgal)                       NAVD 88
 KM0425
 KM0425  VERT ORDER      -  * POSTED, SEE BELOW
 KM0425
 KM0425.The horizontal coordinates were established by autonomous hand held GPS
 KM0425.observations and have an estimated accuracy of +/- 10 meters.
 KM0425
 KM0425.The orthometric height was determined by differential leveling
 KM0425.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0425
 KM0425.* This is a POSTED BENCH MARK height.
 KM0425
 KM0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0425.GEOID18 height accuracy estimate available here.
 KM0425
 KM0425.Click photographs - Photos may exist for this station.
 KM0425
 KM0425.The dynamic height is computed by dividing the NAVD 88
 KM0425.geopotential number by the normal gravity value computed on the
 KM0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0425.degrees latitude (g = 980.6199 gals.).
 KM0425
 KM0425.The modeled gravity was interpolated from observed gravity values.
 KM0425
 KM0425;                    North         East    Units  Estimated Accuracy
 KM0425;SPC UT C     - 2,087,930.      686,840.      MT  (+/- 10 meters HH2 GPS)
 KM0425
 KM0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ4356029743(NAD 83)
 KM0425
 KM0425                          SUPERSEDED SURVEY CONTROL
 KM0425
 KM0425  NGVD 29 (??/??/92) 1498.75   (m)         4917.1    (f) COMPUTED    2 0
 KM0425
 KM0425.Superseded values are not recommended for survey control.
 KM0425
 KM0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0425.See file dsdata.pdf to determine how the superseded data were derived.
 KM0425
 KM0425_MARKER: DB = BENCH MARK DISK
 KM0425_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0425_STAMPING: 69 FMK 1969 4917
 KM0425_MARK LOGO: USGS
 KM0425_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0425+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2012
 KM0425
 KM0425  HISTORY     - Date     Condition        Report By
 KM0425  HISTORY     - 1969     MONUMENTED       USGS
 KM0425  HISTORY     - 20121105 GOOD             GEOCAC
 KM0425
 KM0425                          STATION DESCRIPTION
 KM0425
 KM0425'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0425'FROM THE POST OFFICE IN CISCO, UTAH, PROCEED 5.6 MILES NORTHEAST
 KM0425'ALONG U. S. HIGHWAYS 6 AND 50, THENCE 6.6 MILES NORTHWEST ALONG
 KM0425'COUNTY ROAD, 0.1 MILE EAST OF A SMALL DRAIN AND ON A RIDGE TOP, 57
 KM0425'FEET SOUTH OF THE CENTERLINE OF THE ROAD, WITNESS POST SET NEAR BENCH
 KM0425'MARK, SET ON 10 FEET OF COPPER-COATED STEEL ROD ENCASED IN 6-INCH
 KM0425'CONCRETE PIPE WHICH IS FLUSH WITH THE GROUND.
 KM0425
 KM0425                          STATION RECOVERY (2012)
 KM0425
 KM0425'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 KM0425'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5572 ***********************************************************************
 DR5572  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5572  DESIGNATION -  69 FMK
 DR5572  PID         -  DR5572
 DR5572  STATE/COUNTY-  UT/WEBER
 DR5572  COUNTRY     -  US
 DR5572  USGS QUAD   -  ROY (2017)
 DR5572
 DR5572                         *CURRENT SURVEY CONTROL
 DR5572  ______________________________________________________________________
 DR5572* NAD 83(2011) POSITION- 41 14 11.84081(N) 112 05 33.32474(W)   ADJUSTED
 DR5572* NAD 83(2011) ELLIP HT-  1270.294 (meters)        (07/08/20)   ADJUSTED
 DR5572* NAD 83(2011) EPOCH   -  2010.00
 DR5572* NAVD 88 ORTHO HEIGHT -  1287.29  (meters)     4223.4   (feet) GPS OBS
 DR5572  ______________________________________________________________________
 DR5572  GEOID HEIGHT    -        -16.975 (meters)                     GEOID18
 DR5572  NAD 83(2011) X  - -1,806,905.452 (meters)                     COMP
 DR5572  NAD 83(2011) Y  - -4,451,522.965 (meters)                     COMP
 DR5572  NAD 83(2011) Z  -  4,183,057.436 (meters)                     COMP
 DR5572  LAPLACE CORR    -          0.80  (seconds)                    DEFLEC18
 DR5572
 DR5572  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5572  Standards:
 DR5572         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5572            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5572  -------------------------------------------------------------------
 DR5572  NETWORK    0.82   1.63           0.37   0.29   0.83     -0.02029870
 DR5572  -------------------------------------------------------------------
 DR5572  Click here for local accuracies and other accuracy information.
 DR5572
 DR5572.The horizontal coordinates were established by GPS observations
 DR5572.and adjusted by the National Geodetic Survey in July 2020.
 DR5572
 DR5572.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5572.been affixed to the stable North American tectonic plate. See 
 DR5572.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5572
 DR5572.The horizontal coordinates are valid at the epoch date displayed above
 DR5572.which is a decimal equivalence of Year/Month/Day.
 DR5572
 DR5572.The orthometric height was determined by GPS observations and a
 DR5572.high-resolution geoid model using precise GPS observation and
 DR5572.processing techniques.
 DR5572
 DR5572.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5572.GEOID18 height accuracy estimate available here.
 DR5572
 DR5572.Click photographs - Photos may exist for this station.
 DR5572
 DR5572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5572
 DR5572.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5572
 DR5572.The ellipsoidal height was determined by GPS observations
 DR5572.and is referenced to NAD 83.
 DR5572
 DR5572. The following values were computed from the NAD 83(2011) position.
 DR5572
 DR5572;                    North         East     Units Scale Factor Converg.
 DR5572;SPC UT N     - 1,100,479.413   450,323.573   MT  0.99995687   -0 23 26.6
 DR5572;SPC UT N     - 3,610,489.54  1,477,436.59   sFT  0.99995687   -0 23 26.6
 DR5572;UTM  12      - 4,565,600.426   408,440.159   MT  0.99970317   -0 43 12.9
 DR5572
 DR5572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5572!SPC UT N     -   0.99980079  x   0.99995687  =   0.99975767
 DR5572!UTM  12      -   0.99980079  x   0.99970317  =   0.99950402
 DR5572
 DR5572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0844065600(NAD 83)
 DR5572
 DR5572                          SUPERSEDED SURVEY CONTROL
 DR5572
 DR5572.No superseded survey control is available for this station.
 DR5572
 DR5572_MARKER: DD = SURVEY DISK
 DR5572_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR5572_SP_SET: HEADWALL
 DR5572_STAMPING: 4222 69 FMK 1966
 DR5572_MARK LOGO: USGS
 DR5572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5572+STABILITY: SURFACE MOTION
 DR5572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5572+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2016
 DR5572
 DR5572  HISTORY     - Date     Condition        Report By
 DR5572  HISTORY     - 1966     MONUMENTED       USGS
 DR5572  HISTORY     - 20160505 GOOD             UT-057
 DR5572
 DR5572                          STATION DESCRIPTION
 DR5572
 DR5572'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5572'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTH-NORTHWEST OF ROY
 DR5572'PARK ADDITION SUBDIVISION, 5.8 MI (9.3 KM) NORTH-NORTHWEST OF ROY WEST
 DR5572'SUBDIVISION AND 4.3 MI (6.9 KM) SOUTH OF PLAIN CITY.  OWNERSHIP--ROAD
 DR5572'RIGHT-OF-WAY.
 DR5572'
 DR5572'TO REACH FROM THE INTERSECTION OF 1600 SOUTH AND 4700 WEST IN OGDEN
 DR5572'UTAH PROCEED SOUTH 0.13 MI (0.21 KM) TO THE STATION ON THE LEFT.
 DR5572'APPROXIMATE ADDRESS OF THE MARK IS 1689 SOUTH8 4700 WEST, OGDEN, UT.
 DR5572'
 DR5572'IT IS 17 FT (5.2 M) EAST OF THE CENTERLINE OF 4700 WEST, 6 FT (1.8 M)
 DR5572'EAST OF EDGE OF OIL, 2 FT (0.6 M) NORTH OF A DITCH, 0.75 FT (23 CM)
 DR5572'SOUTH OF CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0090 ***********************************************************************
 LO0090  DESIGNATION -  6939.8
 LO0090  PID         -  LO0090
 LO0090  STATE/COUNTY-  UT/WASATCH
 LO0090  COUNTRY     -  US
 LO0090  USGS QUAD   -  DEEP CREEK CANYON (2017)
 LO0090
 LO0090                         *CURRENT SURVEY CONTROL
 LO0090  ______________________________________________________________________
 LO0090* NAD 83(1986) POSITION- 40 11 42.     (N) 110 55 57.     (W)   SCALED
 LO0090* NAVD 88 ORTHO HEIGHT -  2117.805 (meters)     6948.17  (feet) ADJUSTED
 LO0090  ______________________________________________________________________
 LO0090  GEOID HEIGHT    -        -15.807 (meters)                     GEOID18
 LO0090  DYNAMIC HEIGHT  -       2115.586 (meters)     6940.89  (feet) COMP
 LO0090  MODELED GRAVITY -    979,502.8   (mgal)                       NAVD 88
 LO0090
 LO0090  VERT ORDER      -  SECOND    CLASS 0
 LO0090
 LO0090.The horizontal coordinates were scaled from a map and have
 LO0090.an estimated accuracy of +/- 6 seconds.
 LO0090
 LO0090.The orthometric height was determined by differential leveling and
 LO0090.adjusted by the NATIONAL GEODETIC SURVEY
 LO0090.in June 1991.
 LO0090
 LO0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0090.GEOID18 height accuracy estimate available here.
 LO0090
 LO0090.Click photographs - Photos may exist for this station.
 LO0090
 LO0090.The dynamic height is computed by dividing the NAVD 88
 LO0090.geopotential number by the normal gravity value computed on the
 LO0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0090.degrees latitude (g = 980.6199 gals.).
 LO0090
 LO0090.The modeled gravity was interpolated from observed gravity values.
 LO0090
 LO0090;                    North         East    Units  Estimated Accuracy
 LO0090;SPC UT C     - 2,206,840.      548,320.      MT  (+/- 180 meters Scaled)
 LO0090
 LO0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK057494(NAD 83)
 LO0090
 LO0090                          SUPERSEDED SURVEY CONTROL
 LO0090
 LO0090  NGVD 29 (??/??/92) 2116.41   (m)         6943.6    (f) COMPUTED    2 0
 LO0090
 LO0090.Superseded values are not recommended for survey control.
 LO0090
 LO0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0090.See file dsdata.pdf to determine how the superseded data were derived.
 LO0090
 LO0090_MARKER: DD = SURVEY DISK
 LO0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0090_SP_SET: CULVERT
 LO0090_STAMPING: 6939.8
 LO0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0090
 LO0090  HISTORY     - Date     Condition        Report By
 LO0090  HISTORY     - UNK      MONUMENTED       BPR
 LO0090  HISTORY     - 1959     MARK NOT FOUND   USGS
 LO0090
 LO0090                          STATION DESCRIPTION
 LO0090
 LO0090'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO0090'5.6 MI W FROM FRUITLAND.
 LO0090'IN WASATCH COUNTY, 5.6 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0090'OFFICE AT FRUITLAND, DUCHESNE COUNTY, AT A CONCRETE CULVERT, AND IN
 LO0090'THE TOP OF THE NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS
 LO0090'STANDARD DISK, STAMPED 6939.8.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0405 ***********************************************************************
 LO0405  DESIGNATION -  6981.5
 LO0405  PID         -  LO0405
 LO0405  STATE/COUNTY-  UT/WASATCH
 LO0405  COUNTRY     -  US
 LO0405  USGS QUAD   -  TWIN PEAKS (2017)
 LO0405
 LO0405                         *CURRENT SURVEY CONTROL
 LO0405  ______________________________________________________________________
 LO0405* NAD 83(1986) POSITION- 40 21 27.     (N) 111 16 58.     (W)   SCALED
 LO0405* NAVD 88 ORTHO HEIGHT -  2129.558 (meters)     6986.72  (feet) ADJUSTED
 LO0405  ______________________________________________________________________
 LO0405  GEOID HEIGHT    -        -15.366 (meters)                     GEOID18
 LO0405  DYNAMIC HEIGHT  -       2127.404 (meters)     6979.66  (feet) COMP
 LO0405  MODELED GRAVITY -    979,537.7   (mgal)                       NAVD 88
 LO0405
 LO0405  VERT ORDER      -  SECOND    CLASS 0
 LO0405
 LO0405.The horizontal coordinates were scaled from a map and have
 LO0405.an estimated accuracy of +/- 6 seconds.
 LO0405
 LO0405.The orthometric height was determined by differential leveling and
 LO0405.adjusted by the NATIONAL GEODETIC SURVEY
 LO0405.in June 1991.
 LO0405
 LO0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0405.GEOID18 height accuracy estimate available here.
 LO0405
 LO0405.Click photographs - Photos may exist for this station.
 LO0405
 LO0405.The dynamic height is computed by dividing the NAVD 88
 LO0405.geopotential number by the normal gravity value computed on the
 LO0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0405.degrees latitude (g = 980.6199 gals.).
 LO0405
 LO0405.The modeled gravity was interpolated from observed gravity values.
 LO0405
 LO0405;                    North         East    Units  Estimated Accuracy
 LO0405;SPC UT C     - 2,224,750.      518,450.      MT  (+/- 180 meters Scaled)
 LO0405
 LO0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK759674(NAD 83)
 LO0405
 LO0405                          SUPERSEDED SURVEY CONTROL
 LO0405
 LO0405  NGVD 29 (??/??/92) 2128.216  (m)         6982.32   (f) ADJ UNCH    2 0
 LO0405
 LO0405.Superseded values are not recommended for survey control.
 LO0405
 LO0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0405.See file dsdata.pdf to determine how the superseded data were derived.
 LO0405
 LO0405_MARKER: DD = SURVEY DISK
 LO0405_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0405_SP_SET: CULVERT HEADWALL
 LO0405_STAMPING: 6981.5
 LO0405_MARK LOGO: BPR
 LO0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0405+STABILITY: SURFACE MOTION
 LO0405
 LO0405  HISTORY     - Date     Condition        Report By
 LO0405  HISTORY     - UNK      MONUMENTED       BPR
 LO0405  HISTORY     - 1934     GOOD             CGS
 LO0405  HISTORY     - 1967     MARK NOT FOUND   CGS
 LO0405
 LO0405                          STATION DESCRIPTION
 LO0405
 LO0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0405'13.2 MI SE FROM HEBER.
 LO0405'13.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0405'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0405'NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0405'STAMPED 6981.5.
 LO0405
 LO0405                          STATION RECOVERY (1967)
 LO0405
 LO0405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LO0405'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0091 ***********************************************************************
 LO0091  DESIGNATION -  6988.9
 LO0091  PID         -  LO0091
 LO0091  STATE/COUNTY-  UT/WASATCH
 LO0091  COUNTRY     -  US
 LO0091  USGS QUAD   -  DEEP CREEK CANYON (2017)
 LO0091
 LO0091                         *CURRENT SURVEY CONTROL
 LO0091  ______________________________________________________________________
 LO0091* NAD 83(1986) POSITION- 40 11 39.     (N) 110 56 18.     (W)   SCALED
 LO0091* NAVD 88 ORTHO HEIGHT -  2132.799 (meters)     6997.36  (feet) ADJUSTED
 LO0091  ______________________________________________________________________
 LO0091  GEOID HEIGHT    -        -15.797 (meters)                     GEOID18
 LO0091  DYNAMIC HEIGHT  -       2130.560 (meters)     6990.01  (feet) COMP
 LO0091  MODELED GRAVITY -    979,500.3   (mgal)                       NAVD 88
 LO0091
 LO0091  VERT ORDER      -  SECOND    CLASS 0
 LO0091
 LO0091.The horizontal coordinates were scaled from a map and have
 LO0091.an estimated accuracy of +/- 6 seconds.
 LO0091
 LO0091.The orthometric height was determined by differential leveling and
 LO0091.adjusted by the NATIONAL GEODETIC SURVEY
 LO0091.in June 1991.
 LO0091
 LO0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0091.GEOID18 height accuracy estimate available here.
 LO0091
 LO0091.Click photographs - Photos may exist for this station.
 LO0091
 LO0091.The dynamic height is computed by dividing the NAVD 88
 LO0091.geopotential number by the normal gravity value computed on the
 LO0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0091.degrees latitude (g = 980.6199 gals.).
 LO0091
 LO0091.The modeled gravity was interpolated from observed gravity values.
 LO0091
 LO0091;                    North         East    Units  Estimated Accuracy
 LO0091;SPC UT C     - 2,206,740.      547,820.      MT  (+/- 180 meters Scaled)
 LO0091
 LO0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK052493(NAD 83)
 LO0091
 LO0091                          SUPERSEDED SURVEY CONTROL
 LO0091
 LO0091  NGVD 29 (??/??/92) 2131.40   (m)         6992.8    (f) COMPUTED    2 0
 LO0091
 LO0091.Superseded values are not recommended for survey control.
 LO0091
 LO0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0091.See file dsdata.pdf to determine how the superseded data were derived.
 LO0091
 LO0091_MARKER: DD = SURVEY DISK
 LO0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0091_SP_SET: CULVERT
 LO0091_STAMPING: 6988.9
 LO0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0091
 LO0091  HISTORY     - Date     Condition        Report By
 LO0091  HISTORY     - UNK      MONUMENTED       BPR
 LO0091  HISTORY     - 1959     MARK NOT FOUND   USGS
 LO0091
 LO0091                          STATION DESCRIPTION
 LO0091
 LO0091'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO0091'6.0 MI W FROM FRUITLAND.
 LO0091'IN WASATCH COUNTY, 6.0 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0091'OFFICE AT FRUITLAND, DUCHESNE COUNTY, AT A CONCRETE CULVERT, AND IN
 LO0091'THE TOP OF THE NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS
 LO0091'STANDARD DISK, STAMPED 6988.9.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0234 ***********************************************************************
 LN0234  DESIGNATION -  6991
 LN0234  PID         -  LN0234
 LN0234  STATE/COUNTY-  UT/DAGGETT
 LN0234  COUNTRY     -  US
 LN0234  USGS QUAD   -  CLAY BASIN (2017)
 LN0234
 LN0234                         *CURRENT SURVEY CONTROL
 LN0234  ______________________________________________________________________
 LN0234* NAD 83(1986) POSITION- 40 56 43.67   (N) 109 09 16.30   (W)   HD_HELD1
 LN0234* NAVD 88 ORTHO HEIGHT -  2132.057 (meters)     6994.92  (feet) ADJUSTED
 LN0234  ______________________________________________________________________
 LN0234  GEOID HEIGHT    -        -14.068 (meters)                     GEOID18
 LN0234  DYNAMIC HEIGHT  -       2130.185 (meters)     6988.78  (feet) COMP
 LN0234  MODELED GRAVITY -    979,668.4   (mgal)                       NAVD 88
 LN0234
 LN0234  VERT ORDER      -  SECOND    CLASS 0
 LN0234
 LN0234.The horizontal coordinates were determined by differentially corrected
 LN0234.hand held GPS observations or other comparable positioning techniques
 LN0234.and have an estimated accuracy of +/- 3 meters.
 LN0234
 LN0234.The orthometric height was determined by differential leveling and
 LN0234.adjusted by the NATIONAL GEODETIC SURVEY
 LN0234.in June 1991.
 LN0234
 LN0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0234.GEOID18 height accuracy estimate available here.
 LN0234
 LN0234.Click photographs - Photos may exist for this station.
 LN0234
 LN0234.The dynamic height is computed by dividing the NAVD 88
 LN0234.geopotential number by the normal gravity value computed on the
 LN0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0234.degrees latitude (g = 980.6199 gals.).
 LN0234
 LN0234.The modeled gravity was interpolated from observed gravity values.
 LN0234
 LN0234;                    North         East    Units  Estimated Accuracy
 LN0234;SPC UT N     - 1,070,641.6     697,469.6     MT  (+/- 3 meters HH1 GPS) 
 LN0234
 LN0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL5533834342(NAD 83)
 LN0234
 LN0234                          SUPERSEDED SURVEY CONTROL
 LN0234
 LN0234  NGVD 29 (??/??/92) 2130.840  (m)         6990.93   (f) ADJ UNCH    2 0
 LN0234
 LN0234.Superseded values are not recommended for survey control.
 LN0234
 LN0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0234.See file dsdata.pdf to determine how the superseded data were derived.
 LN0234
 LN0234_MARKER: DD = SURVEY DISK
 LN0234_SETTING: 66 = SET IN ROCK OUTCROP
 LN0234_STAMPING: 6991 ADJ 1903
 LN0234_MARK LOGO: USGS
 LN0234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0234+STABILITY: POSITION/ELEVATION WELL
 LN0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0234+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2020
 LN0234
 LN0234  HISTORY     - Date     Condition        Report By
 LN0234  HISTORY     - 1903     MONUMENTED       USGS
 LN0234  HISTORY     - 1962     GOOD             CGS
 LN0234  HISTORY     - 20201219 GOOD             IGA
 LN0234
 LN0234                          STATION DESCRIPTION
 LN0234
 LN0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0234'31.55 MI E FROM LINWOOD.
 LN0234'5.0 MILES SOUTHEAST ALONG A ROAD LEADING TO FLAMING GORGE DAM FROM THE
 LN0234'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 26.55 MILES
 LN0234'EAST ALONG CLAY BASIN ROAD, 0.05 MILE SOUTH OF A STEEL CATTLE GUARD,
 LN0234'0.2 MILE SOUTH OF THE SADDLE AT THE HEAD OF EWING CANYON, 237 FEET
 LN0234'SOUTH OF AN EAST-WEST FENCE LINE, 98 FEET WEST OF THE CENTER LINE OF
 LN0234'THE PRESENT ROAD, 23 FEET WEST OF THE CENTER LINE OF THE OLD ROAD,
 LN0234'ABOUT 8 FEET HIGHER THAN THE NEW ROAD, A DISK IN THE TOP OF A SMALL
 LN0234'ROCK OUTCROP ABOUT FLUSH WITH THE GROUND AND SURROUNDED BY SMALLER
 LN0234'LOOSE ROCKS.
 LN0234
 LN0234                          STATION RECOVERY (2020)
 LN0234
 LN0234'RECOVERY NOTE BY IGAGE 2020 (MS)
 LN0234'THE MARK IS EAST OF LOOSE ROCK PILE.  NO WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5551 ***********************************************************************
 DR5551  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5551  DESIGNATION -  7 2 NE 28
 DR5551  PID         -  DR5551
 DR5551  STATE/COUNTY-  UT/WEBER
 DR5551  COUNTRY     -  US
 DR5551  USGS QUAD   -  PLAIN CITY (2017)
 DR5551
 DR5551                         *CURRENT SURVEY CONTROL
 DR5551  ______________________________________________________________________
 DR5551* NAD 83(2011) POSITION- 41 19 17.07029(N) 112 03 59.46613(W)   ADJUSTED
 DR5551* NAD 83(2011) ELLIP HT-  1273.250 (meters)        (07/08/20)   ADJUSTED
 DR5551* NAD 83(2011) EPOCH   -  2010.00
 DR5551* NAVD 88 ORTHO HEIGHT -  1290.00  (meters)     4232.3   (feet) GPS OBS
 DR5551  ______________________________________________________________________
 DR5551  GEOID HEIGHT    -        -16.734 (meters)                     GEOID18
 DR5551  NAD 83(2011) X  - -1,802,546.212 (meters)                     COMP
 DR5551  NAD 83(2011) Y  - -4,446,588.515 (meters)                     COMP
 DR5551  NAD 83(2011) Z  -  4,190,137.182 (meters)                     COMP
 DR5551  LAPLACE CORR    -          7.59  (seconds)                    DEFLEC18
 DR5551
 DR5551  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5551  Standards:
 DR5551         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5551            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5551  -------------------------------------------------------------------
 DR5551  NETWORK    0.93   1.72           0.41   0.34   0.88     -0.07035928
 DR5551  -------------------------------------------------------------------
 DR5551  Click here for local accuracies and other accuracy information.
 DR5551
 DR5551.The horizontal coordinates were established by GPS observations
 DR5551.and adjusted by the National Geodetic Survey in July 2020.
 DR5551
 DR5551.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5551.been affixed to the stable North American tectonic plate. See 
 DR5551.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5551
 DR5551.The horizontal coordinates are valid at the epoch date displayed above
 DR5551.which is a decimal equivalence of Year/Month/Day.
 DR5551
 DR5551.The orthometric height was determined by GPS observations and a
 DR5551.high-resolution geoid model using precise GPS observation and
 DR5551.processing techniques.
 DR5551
 DR5551.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5551.GEOID18 height accuracy estimate available here.
 DR5551
 DR5551.Click photographs - Photos may exist for this station.
 DR5551
 DR5551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5551
 DR5551.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5551
 DR5551.The ellipsoidal height was determined by GPS observations
 DR5551.and is referenced to NAD 83.
 DR5551
 DR5551. The following values were computed from the NAD 83(2011) position.
 DR5551
 DR5551;                    North         East     Units Scale Factor Converg.
 DR5551;SPC UT N     - 1,109,880.503   452,570.511   MT  0.99995760   -0 22 24.7
 DR5551;SPC UT N     - 3,641,332.95  1,484,808.42   sFT  0.99995760   -0 22 24.7
 DR5551;UTM  12      - 4,574,986.006   410,740.636   MT  0.99969805   -0 42 15.3
 DR5551
 DR5551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5551!SPC UT N     -   0.99980033  x   0.99995760  =   0.99975793
 DR5551!UTM  12      -   0.99980033  x   0.99969805  =   0.99949844
 DR5551
 DR5551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1074074986(NAD 83)
 DR5551
 DR5551                          SUPERSEDED SURVEY CONTROL
 DR5551
 DR5551.No superseded survey control is available for this station.
 DR5551
 DR5551_MARKER: DB = BENCH MARK DISK
 DR5551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5551_STAMPING: 7 2 NE 28 1954
 DR5551_MARK LOGO: BOR
 DR5551_PROJECTION: PROJECTING 10 CENTIMETERS
 DR5551_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR5551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5551+STABILITY: SURFACE MOTION
 DR5551
 DR5551  HISTORY     - Date     Condition        Report By
 DR5551  HISTORY     - 1954     MONUMENTED       BOR
 DR5551  HISTORY     - 20160821 GOOD             UT-057
 DR5551
 DR5551                          STATION DESCRIPTION
 DR5551
 DR5551'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5551'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH-SOUTHWEST OF
 DR5551'WILLARD, 5.7 MI (9.2 KM) WEST OF NORTH OGDEN AND 1.9 MI (3.1 KM)
 DR5551'NORTH-NORTHEAST OF PLAIN CITY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5551'
 DR5551'TO REACH FROM THE INTERSECTION OF 4000 NORTH AND 1900 WEST PROCEED
 DR5551'NORTH 6.25 MI (10.06 KM), THENCE WEST 1.85 MI (2.98 KM), THENCE SOUTH
 DR5551'1.05 MI (1.69 KM) TO A DIRT LANE LEADING EAST THENCE EAST 0.25 MI
 DR5551'(0.40 KM) ALONG ALONG FENCE TO A SMALL CANAL BRIDGE.  THENCE NORTH 300
 DR5551'FT.TO THE STATION ON THE LEFT.
 DR5551'
 DR5551'IT IS 545 FT (166.1 M) EAST OF A DIRT LANE, 135 FT (41.1 M) WEST OF
 DR5551'THE INTERSECTION OF TWO BARBED WIRE FENCES, 1.5 FT (0.5 M) SOUTH OF A
 DR5551'BARBED WIRE FENCE AND SET IN THE TOP OF A 6-IN (15 CM) SQUARE CONCRETE
 DR5551'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5474 ***********************************************************************
 DR5474  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5474  DESIGNATION -  7 2 SE 33
 DR5474  PID         -  DR5474
 DR5474  STATE/COUNTY-  UT/WEBER
 DR5474  COUNTRY     -  US
 DR5474  USGS QUAD   -  PLAIN CITY (2017)
 DR5474
 DR5474                         *CURRENT SURVEY CONTROL
 DR5474  ______________________________________________________________________
 DR5474* NAD 83(2011) POSITION- 41 17 37.35001(N) 112 03 55.93696(W)   ADJUSTED
 DR5474* NAD 83(2011) ELLIP HT-  1276.369 (meters)        (07/08/20)   ADJUSTED
 DR5474* NAD 83(2011) EPOCH   -  2010.00
 DR5474* NAVD 88 ORTHO HEIGHT -  1293.20  (meters)     4242.8   (feet) GPS OBS
 DR5474  ______________________________________________________________________
 DR5474  GEOID HEIGHT    -        -16.816 (meters)                     GEOID18
 DR5474  NAD 83(2011) X  - -1,803,234.036 (meters)                     COMP
 DR5474  NAD 83(2011) Y  - -4,448,503.876 (meters)                     COMP
 DR5474  NAD 83(2011) Z  -  4,187,827.882 (meters)                     COMP
 DR5474  LAPLACE CORR    -          6.03  (seconds)                    DEFLEC18
 DR5474
 DR5474  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5474  Standards:
 DR5474         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5474            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5474  -------------------------------------------------------------------
 DR5474  NETWORK    0.27   0.57           0.12   0.10   0.29      0.03316058
 DR5474  -------------------------------------------------------------------
 DR5474  Click here for local accuracies and other accuracy information.
 DR5474
 DR5474.The horizontal coordinates were established by GPS observations
 DR5474.and adjusted by the National Geodetic Survey in July 2020.
 DR5474
 DR5474.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5474.been affixed to the stable North American tectonic plate. See 
 DR5474.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5474
 DR5474.The horizontal coordinates are valid at the epoch date displayed above
 DR5474.which is a decimal equivalence of Year/Month/Day.
 DR5474
 DR5474.The orthometric height was determined by GPS observations and a
 DR5474.high-resolution geoid model using precise GPS observation and
 DR5474.processing techniques.
 DR5474
 DR5474.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5474.GEOID18 height accuracy estimate available here.
 DR5474
 DR5474.Click photographs - Photos may exist for this station.
 DR5474
 DR5474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5474
 DR5474.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5474
 DR5474.The ellipsoidal height was determined by GPS observations
 DR5474.and is referenced to NAD 83.
 DR5474
 DR5474. The following values were computed from the NAD 83(2011) position.
 DR5474
 DR5474;                    North         East     Units Scale Factor Converg.
 DR5474;SPC UT N     - 1,106,803.798   452,632.563   MT  0.99995712   -0 22 22.4
 DR5474;SPC UT N     - 3,631,238.79  1,485,012.00   sFT  0.99995712   -0 22 22.4
 DR5474;UTM  12      - 4,571,909.792   410,784.927   MT  0.99969795   -0 42 11.6
 DR5474
 DR5474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5474!SPC UT N     -   0.99979984  x   0.99995712  =   0.99975696
 DR5474!UTM  12      -   0.99979984  x   0.99969795  =   0.99949785
 DR5474
 DR5474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1078471909(NAD 83)
 DR5474
 DR5474                          SUPERSEDED SURVEY CONTROL
 DR5474
 DR5474.No superseded survey control is available for this station.
 DR5474
 DR5474_MARKER: DB = BENCH MARK DISK
 DR5474_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5474_SP_SET: IN IRRIGATION DIVERSION STRUCTUR
 DR5474_STAMPING: 7 2 SE 33 1954
 DR5474_MARK LOGO: BOR
 DR5474_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR5474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5474+STABILITY: SURFACE MOTION
 DR5474
 DR5474  HISTORY     - Date     Condition        Report By
 DR5474  HISTORY     - 1954     MONUMENTED       BOR
 DR5474  HISTORY     - 20150112 GOOD             UT-057
 DR5474
 DR5474                          STATION DESCRIPTION
 DR5474
 DR5474'DESCRIBED BY WEBER COUNTY UTAH 2015 (DJM)
 DR5474'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTHWEST OF OGDEN, 4.5
 DR5474'MI (7.2 KM) WEST-SOUTHWEST OF NORTH OGDEN AND 2.2 MI (3.5 KM) EAST OF
 DR5474'PLAIN CITY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5474'
 DR5474'TO REACH FROM THE INTERSECTION OF 4650 W AND 1975 N, PLAIN CITY, UT,
 DR5474'PROCEED EAST 1.4 MILES4650 W AND 1975 N, PLAIN CITY, UT, PROCEED EAST
 DR5474'1.4 MI (2.3 KM).  APPROXIMATE ADDRESS OF   THE STATION IS 3557 SILVER
 DR5474'WOLF RUN, PLAIN CITY, UT.  TO THE STATION ON THE RIGHT.
 DR5474'
 DR5474'IT IS 2.5 FT (0.8 M) NORTH OF TOP BACK OF CURB AND 35 FT (10.7 M)
 DR5474'SOUTH OF THE CENTERLINE OF 1975 NORTH STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5552 ***********************************************************************
 DR5552  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5552  DESIGNATION -  7 2 SW 33
 DR5552  PID         -  DR5552
 DR5552  STATE/COUNTY-  UT/WEBER
 DR5552  COUNTRY     -  US
 DR5552  USGS QUAD   -  PLAIN CITY (2017)
 DR5552
 DR5552                         *CURRENT SURVEY CONTROL
 DR5552  ______________________________________________________________________
 DR5552* NAD 83(2011) POSITION- 41 17 39.01124(N) 112 04 57.67184(W)   ADJUSTED
 DR5552* NAD 83(2011) ELLIP HT-  1276.545 (meters)        (07/08/20)   ADJUSTED
 DR5552* NAD 83(2011) EPOCH   -  2010.00
 DR5552* NAVD 88 ORTHO HEIGHT -  1293.41  (meters)     4243.5   (feet) GPS OBS
 DR5552  ______________________________________________________________________
 DR5552  GEOID HEIGHT    -        -16.848 (meters)                     GEOID18
 DR5552  NAD 83(2011) X  - -1,804,552.721 (meters)                     COMP
 DR5552  NAD 83(2011) Y  - -4,447,932.747 (meters)                     COMP
 DR5552  NAD 83(2011) Z  -  4,187,866.511 (meters)                     COMP
 DR5552  LAPLACE CORR    -          3.89  (seconds)                    DEFLEC18
 DR5552
 DR5552  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5552  Standards:
 DR5552         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5552            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5552  -------------------------------------------------------------------
 DR5552  NETWORK    1.05   1.82           0.48   0.35   0.93      0.18074641
 DR5552  -------------------------------------------------------------------
 DR5552  Click here for local accuracies and other accuracy information.
 DR5552
 DR5552.The horizontal coordinates were established by GPS observations
 DR5552.and adjusted by the National Geodetic Survey in July 2020.
 DR5552
 DR5552.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5552.been affixed to the stable North American tectonic plate. See 
 DR5552.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5552
 DR5552.The horizontal coordinates are valid at the epoch date displayed above
 DR5552.which is a decimal equivalence of Year/Month/Day.
 DR5552
 DR5552.The orthometric height was determined by GPS observations and a
 DR5552.high-resolution geoid model using precise GPS observation and
 DR5552.processing techniques.
 DR5552
 DR5552.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5552.GEOID18 height accuracy estimate available here.
 DR5552
 DR5552.Click photographs - Photos may exist for this station.
 DR5552
 DR5552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5552
 DR5552.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5552
 DR5552.The ellipsoidal height was determined by GPS observations
 DR5552.and is referenced to NAD 83.
 DR5552
 DR5552. The following values were computed from the NAD 83(2011) position.
 DR5552
 DR5552;                    North         East     Units Scale Factor Converg.
 DR5552;SPC UT N     - 1,106,864.533   451,196.625   MT  0.99995713   -0 23 03.1
 DR5552;SPC UT N     - 3,631,438.06  1,480,300.93   sFT  0.99995713   -0 23 03.1
 DR5552;UTM  12      - 4,571,978.787   409,349.732   MT  0.99970113   -0 42 52.3
 DR5552
 DR5552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5552!SPC UT N     -   0.99979981  x   0.99995713  =   0.99975695
 DR5552!UTM  12      -   0.99979981  x   0.99970113  =   0.99950100
 DR5552
 DR5552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0934971978(NAD 83)
 DR5552
 DR5552                          SUPERSEDED SURVEY CONTROL
 DR5552
 DR5552.No superseded survey control is available for this station.
 DR5552
 DR5552_MARKER: DB = BENCH MARK DISK
 DR5552_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR5552_SP_SET: IRRIGATION HEADWALL
 DR5552_STAMPING: 7 2 SW 33 1954
 DR5552_MARK LOGO: BOR
 DR5552_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5552+STABILITY: SURFACE MOTION
 DR5552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5552+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2016
 DR5552
 DR5552  HISTORY     - Date     Condition        Report By
 DR5552  HISTORY     - 1954     MONUMENTED       BOR
 DR5552  HISTORY     - 20160422 GOOD             UT-057
 DR5552
 DR5552                          STATION DESCRIPTION
 DR5552
 DR5552'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5552'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTHWEST OF OGDEN, 6.5
 DR5552'MI (10.5 KM) WEST OF NORTH OGDEN AND IN THE TOWN OF PLAIN CITY, UT.
 DR5552'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5552'
 DR5552'TO REACH FROM THE INTERSECTION OF 4650 WEST 1975 NORTH, PLAIN CITY,
 DR5552'UT, PROCEED EAST 0.5 MI (0.8 KM) TO AN IRRIGATION DITCH CROSSING, TO
 DR5552'THE STATION ON THE LEFT.
 DR5552'
 DR5552'IT IS 0.75 FT (23 CM) WEST OF A FIBERGLASS WITNESS POST AND 4 FT (1.2
 DR5552'M) NORTHEAST OF A POWER POLE MARK IS SET IN THE TOP SOUTH WEST CORNER
 DR5552'OF A IRRIGATION HEADWALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5492 ***********************************************************************
 DR5492  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5492  DESIGNATION -  7 3 NW 36
 DR5492  PID         -  DR5492
 DR5492  STATE/COUNTY-  UT/WEBER
 DR5492  COUNTRY     -  US
 DR5492  USGS QUAD   -  PLAIN CITY SW (2017)
 DR5492
 DR5492                         *CURRENT SURVEY CONTROL
 DR5492  ______________________________________________________________________
 DR5492* NAD 83(2011) POSITION- 41 18 28.52838(N) 112 08 30.43620(W)   ADJUSTED
 DR5492* NAD 83(2011) ELLIP HT-  1268.163 (meters)        (07/08/20)   ADJUSTED
 DR5492* NAD 83(2011) EPOCH   -  2010.00
 DR5492* NAVD 88 ORTHO HEIGHT -  1285.01  (meters)     4215.9   (feet) GPS OBS
 DR5492  ______________________________________________________________________
 DR5492  GEOID HEIGHT    -        -16.827 (meters)                     GEOID18
 DR5492  NAD 83(2011) X  - -1,808,757.396 (meters)                     COMP
 DR5492  NAD 83(2011) Y  - -4,445,129.060 (meters)                     COMP
 DR5492  NAD 83(2011) Z  -  4,189,008.821 (meters)                     COMP
 DR5492  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 DR5492
 DR5492  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5492  Standards:
 DR5492         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5492            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5492  -------------------------------------------------------------------
 DR5492  NETWORK    0.69   1.29           0.31   0.25   0.66     -0.01129079
 DR5492  -------------------------------------------------------------------
 DR5492  Click here for local accuracies and other accuracy information.
 DR5492
 DR5492.The horizontal coordinates were established by GPS observations
 DR5492.and adjusted by the National Geodetic Survey in July 2020.
 DR5492
 DR5492.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5492.been affixed to the stable North American tectonic plate. See 
 DR5492.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5492
 DR5492.The horizontal coordinates are valid at the epoch date displayed above
 DR5492.which is a decimal equivalence of Year/Month/Day.
 DR5492
 DR5492.The orthometric height was determined by GPS observations and a
 DR5492.high-resolution geoid model using precise GPS observation and
 DR5492.processing techniques.
 DR5492
 DR5492.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5492.GEOID18 height accuracy estimate available here.
 DR5492
 DR5492.Click photographs - Photos may exist for this station.
 DR5492
 DR5492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5492
 DR5492.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5492
 DR5492.The ellipsoidal height was determined by GPS observations
 DR5492.and is referenced to NAD 83.
 DR5492
 DR5492. The following values were computed from the NAD 83(2011) position.
 DR5492
 DR5492;                    North         East     Units Scale Factor Converg.
 DR5492;SPC UT N     - 1,108,426.902   446,257.924   MT  0.99995734   -0 25 23.4
 DR5492;SPC UT N     - 3,636,563.93  1,464,097.87   sFT  0.99995734   -0 25 23.4
 DR5492;UTM  12      - 4,573,569.216   404,421.360   MT  0.99971243   -0 45 13.5
 DR5492
 DR5492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5492!SPC UT N     -   0.99980112  x   0.99995734  =   0.99975847
 DR5492!UTM  12      -   0.99980112  x   0.99971243  =   0.99951361
 DR5492
 DR5492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0442173569(NAD 83)
 DR5492
 DR5492                          SUPERSEDED SURVEY CONTROL
 DR5492
 DR5492.No superseded survey control is available for this station.
 DR5492
 DR5492_MARKER: DB = BENCH MARK DISK
 DR5492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5492_STAMPING: 7 3 NW 36 1954
 DR5492_MARK LOGO: BOR
 DR5492_PROJECTION: FLUSH
 DR5492_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5492+STABILITY: SURFACE MOTION
 DR5492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5492+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2016
 DR5492
 DR5492  HISTORY     - Date     Condition        Report By
 DR5492  HISTORY     - 1954     MONUMENTED       BOR
 DR5492  HISTORY     - 20160715 GOOD             UT-057
 DR5492
 DR5492                          STATION DESCRIPTION
 DR5492
 DR5492'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5492'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) WEST OF NORTH OGDEN, 8.3
 DR5492'MI (13.4 KM) SOUTH-SOUTHWEST OF WILLARD AND 2.0 MI (3.2 KM)
 DR5492'WEST-NORTHWEST OF PLAIN CITY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5492'
 DR5492'TO REACH FROM THE INTERSECTION OF 2050 NORTH AND 5900 WEST PROCEED
 DR5492'NORTH 0.8 MI (1.3 KM) TO THE STATION ON THE LEFT.
 DR5492'
 DR5492'IT IS 1.0 FT (0.3 M) NORTH OF A FIBERGLASS WITNESS POST AND 22.0 FT
 DR5492'(6.7 M) EAST OF THE CENTERLINE OF 6700 WEST STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5493 ***********************************************************************
 DR5493  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5493  DESIGNATION -  7 3 SE 36
 DR5493  PID         -  DR5493
 DR5493  STATE/COUNTY-  UT/WEBER
 DR5493  COUNTRY     -  US
 DR5493  USGS QUAD   -  PLAIN CITY (2017)
 DR5493
 DR5493                         *CURRENT SURVEY CONTROL
 DR5493  ______________________________________________________________________
 DR5493* NAD 83(2011) POSITION- 41 17 46.29301(N) 112 07 21.44522(W)   ADJUSTED
 DR5493* NAD 83(2011) ELLIP HT-  1268.701 (meters)        (07/08/20)   ADJUSTED
 DR5493* NAD 83(2011) EPOCH   -  2010.00
 DR5493* NAVD 88 ORTHO HEIGHT -  1285.58  (meters)     4217.8   (feet) GPS OBS
 DR5493  ______________________________________________________________________
 DR5493  GEOID HEIGHT    -        -16.860 (meters)                     GEOID18
 DR5493  NAD 83(2011) X  - -1,807,594.578 (meters)                     COMP
 DR5493  NAD 83(2011) Y  - -4,446,531.011 (meters)                     COMP
 DR5493  NAD 83(2011) Z  -  4,188,030.146 (meters)                     COMP
 DR5493  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 DR5493
 DR5493  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5493  Standards:
 DR5493         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5493            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5493  -------------------------------------------------------------------
 DR5493  NETWORK    0.80   1.55           0.36   0.29   0.79      0.00903686
 DR5493  -------------------------------------------------------------------
 DR5493  Click here for local accuracies and other accuracy information.
 DR5493
 DR5493.The horizontal coordinates were established by GPS observations
 DR5493.and adjusted by the National Geodetic Survey in July 2020.
 DR5493
 DR5493.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5493.been affixed to the stable North American tectonic plate. See 
 DR5493.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5493
 DR5493.The horizontal coordinates are valid at the epoch date displayed above
 DR5493.which is a decimal equivalence of Year/Month/Day.
 DR5493
 DR5493.The orthometric height was determined by GPS observations and a
 DR5493.high-resolution geoid model using precise GPS observation and
 DR5493.processing techniques.
 DR5493
 DR5493.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5493.GEOID18 height accuracy estimate available here.
 DR5493
 DR5493.Click photographs - Photos may exist for this station.
 DR5493
 DR5493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5493
 DR5493.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5493
 DR5493.The ellipsoidal height was determined by GPS observations
 DR5493.and is referenced to NAD 83.
 DR5493
 DR5493. The following values were computed from the NAD 83(2011) position.
 DR5493
 DR5493;                    North         East     Units Scale Factor Converg.
 DR5493;SPC UT N     - 1,107,112.357   447,853.331   MT  0.99995715   -0 24 37.9
 DR5493;SPC UT N     - 3,632,251.12  1,469,332.14   sFT  0.99995715   -0 24 37.9
 DR5493;UTM  12      - 4,572,245.818   406,008.766   MT  0.99970872   -0 44 27.4
 DR5493
 DR5493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5493!SPC UT N     -   0.99980104  x   0.99995715  =   0.99975820
 DR5493!UTM  12      -   0.99980104  x   0.99970872  =   0.99950982
 DR5493
 DR5493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0600872245(NAD 83)
 DR5493
 DR5493                          SUPERSEDED SURVEY CONTROL
 DR5493
 DR5493.No superseded survey control is available for this station.
 DR5493
 DR5493_MARKER: DB = BENCH MARK DISK
 DR5493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5493_STAMPING: 7 3 SE 36 1954
 DR5493_MARK LOGO: BOR
 DR5493_PROJECTION: PROJECTING 8 CENTIMETERS
 DR5493_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5493+STABILITY: SURFACE MOTION
 DR5493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5493+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2016
 DR5493
 DR5493  HISTORY     - Date     Condition        Report By
 DR5493  HISTORY     - 1954     MONUMENTED       BOR
 DR5493  HISTORY     - 20160602 GOOD             UT-057
 DR5493
 DR5493                          STATION DESCRIPTION
 DR5493
 DR5493'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5493'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTH-SOUTHWEST OF
 DR5493'WILLARD, 8.5 MI (13.7 KM) WEST OF NORTH OGDEN AND 1.9 MI (3.1 KM) WEST
 DR5493'OF PLAIN CITY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5493'
 DR5493'TO REACH FROM THE INTERSECTION OF 2050 NORTH AND 5900 WEST STATION IS
 DR5493'IN THE NORTHWEST CORNER OF INTERSECTION.
 DR5493'
 DR5493'IT IS 5.0 FT (1.5 M) WEST OF A FENCE CORNER, 1.5 FT (0.5 M) SOUTH OF A
 DR5493'FENCE CORNER AND SET IN THE TOP OF A 6-IN (15 CM) SQUARE CONCRETE
 DR5493'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0645 ***********************************************************************
 JO0645  DESIGNATION -  7 DOR
 JO0645  PID         -  JO0645
 JO0645  STATE/COUNTY-  UT/BEAVER
 JO0645  COUNTRY     -  US
 JO0645  USGS QUAD   -  LAMERDORF PEAK NW (2017)
 JO0645
 JO0645                         *CURRENT SURVEY CONTROL
 JO0645  ______________________________________________________________________
 JO0645* NAD 83(1986) POSITION- 38 26 46.     (N) 113 41 25.     (W)   SCALED
 JO0645* NAVD 88 ORTHO HEIGHT -  1656.382 (meters)     5434.31  (feet) POSTED
 JO0645  ______________________________________________________________________
 JO0645  GEOID HEIGHT    -        -21.430 (meters)                     GEOID18
 JO0645  DYNAMIC HEIGHT  -       1654.59  (meters)     5428.4   (feet) COMP
 JO0645  MODELED GRAVITY -    979,488.3   (mgal)                       NAVD 88
 JO0645
 JO0645  VERT ORDER      -  * POSTED, SEE BELOW
 JO0645
 JO0645.The horizontal coordinates were scaled from a map and have
 JO0645.an estimated accuracy of +/- 6 seconds.
 JO0645
 JO0645.The orthometric height was determined by differential leveling
 JO0645.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0645
 JO0645.* This is a POSTED BENCH MARK height.
 JO0645
 JO0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0645.GEOID18 height accuracy estimate available here.
 JO0645
 JO0645.Click photographs - Photos may exist for this station.
 JO0645
 JO0645.The dynamic height is computed by dividing the NAVD 88
 JO0645.geopotential number by the normal gravity value computed on the
 JO0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0645.degrees latitude (g = 980.6199 gals.).
 JO0645
 JO0645.The modeled gravity was interpolated from observed gravity values.
 JO0645
 JO0645;                    North         East    Units  Estimated Accuracy
 JO0645;SPC UT S     - 3,199,740.      308,810.      MT  (+/- 180 meters Scaled)
 JO0645
 JO0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH652587(NAD 83)
 JO0645
 JO0645                          SUPERSEDED SURVEY CONTROL
 JO0645
 JO0645.No superseded survey control is available for this station.
 JO0645
 JO0645_MARKER: DB = BENCH MARK DISK
 JO0645_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0645_STAMPING: 7 DOR 1971 5430
 JO0645_MARK LOGO: USGS
 JO0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0645
 JO0645  HISTORY     - Date     Condition        Report By
 JO0645  HISTORY     - 1971     MONUMENTED       USGS
 JO0645
 JO0645                          STATION DESCRIPTION
 JO0645
 JO0645'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0645'68.4 KM (42.50 MI) NNW FROM LUND.
 JO0645'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0645'AND PINE VALLEY ROAD, PROCEED 42.5 MILES WEST AND NORTH ALONG PINE
 JO0645'VALLEY ROAD TO A POINT 1.0 MILE SOUTH OF A T-ROAD WEST, 5.9 MILES
 JO0645'SOUTH OF STATE HIGHWAY 21, 60 FEET EAST OF THE CENTER OF THE ROAD.  A
 JO0645'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 JO0645'PROJECTING 3 INCHES.
 JO0645'THE MARK IS 2 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0117 ***********************************************************************
 LO0117  DESIGNATION -  7 EMH
 LO0117  PID         -  LO0117
 LO0117  STATE/COUNTY-  UT/DUCHESNE
 LO0117  COUNTRY     -  US
 LO0117  USGS QUAD   -  FARM CREEK PEAK (2017)
 LO0117
 LO0117                         *CURRENT SURVEY CONTROL
 LO0117  ______________________________________________________________________
 LO0117* NAD 83(1986) POSITION- 40 22 43.     (N) 110 43 10.     (W)   SCALED
 LO0117* NAVD 88 ORTHO HEIGHT -  2038.724 (meters)     6688.71  (feet) ADJUSTED
 LO0117  ______________________________________________________________________
 LO0117  GEOID HEIGHT    -        -15.276 (meters)                     GEOID18
 LO0117  DYNAMIC HEIGHT  -       2036.649 (meters)     6681.91  (feet) COMP
 LO0117  MODELED GRAVITY -    979,535.6   (mgal)                       NAVD 88
 LO0117
 LO0117  VERT ORDER      -  SECOND    CLASS 0
 LO0117
 LO0117.The horizontal coordinates were scaled from a map and have
 LO0117.an estimated accuracy of +/- 6 seconds.
 LO0117
 LO0117.The orthometric height was determined by differential leveling and
 LO0117.adjusted by the NATIONAL GEODETIC SURVEY
 LO0117.in June 1991.
 LO0117
 LO0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0117.GEOID18 height accuracy estimate available here.
 LO0117
 LO0117.Click photographs - Photos may exist for this station.
 LO0117
 LO0117.The dynamic height is computed by dividing the NAVD 88
 LO0117.geopotential number by the normal gravity value computed on the
 LO0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0117.degrees latitude (g = 980.6199 gals.).
 LO0117
 LO0117.The modeled gravity was interpolated from observed gravity values.
 LO0117
 LO0117;                    North         East    Units  Estimated Accuracy
 LO0117;SPC UT C     - 2,227,360.      566,280.      MT  (+/- 180 meters Scaled)
 LO0117
 LO0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK238698(NAD 83)
 LO0117
 LO0117                          SUPERSEDED SURVEY CONTROL
 LO0117
 LO0117  NGVD 29 (??/??/92) 2037.328  (m)         6684.13   (f) ADJ UNCH    2 0
 LO0117
 LO0117.Superseded values are not recommended for survey control.
 LO0117
 LO0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0117.See file dsdata.pdf to determine how the superseded data were derived.
 LO0117
 LO0117_MARKER: DD = SURVEY DISK
 LO0117_SETTING: 80 = SET IN A BOULDER
 LO0117_STAMPING: 7 EMH 1959 6684
 LO0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0117+STABILITY: SURFACE MOTION
 LO0117
 LO0117  HISTORY     - Date     Condition        Report By
 LO0117  HISTORY     - 1959     MONUMENTED       USGS
 LO0117  HISTORY     - 1962     GOOD             CGS
 LO0117
 LO0117                          STATION DESCRIPTION
 LO0117
 LO0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0117'1.85 MI N FROM TABIONA.
 LO0117'1.85 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0117'TABIONA, NEAR AND ACROSS THE HIGHWAY FROM A GROUP OF FARM BUILDINGS,
 LO0117'IN THE TOP OF A 3-BY 3-FOOT BOULDER WHICH PROJECTS ABOUT 1 1/2 FEET
 LO0117'ABOVE THE GROUND, 49 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LO0117'25 FEET SOUTHEAST OF A TELEPHONE POLE WITH A GUY WIRE AND BEARING THE
 LO0117'PAINTED LETTERS USBM, 8 FEET NORTHEAST OF A FENCE, 7.8 FEET NORTHEAST
 LO0117'OF A WITNESS POST, ABOUT 14 FEET HIGHER THAN THE HIGHWAY, AND ABOUT 2
 LO0117'FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0653 ***********************************************************************
 MS0653  DESIGNATION -  7 FMK
 MS0653  PID         -  MS0653
 MS0653  STATE/COUNTY-  UT/BOX ELDER
 MS0653  COUNTRY     -  US
 MS0653  USGS QUAD   -  PROHIBITION SPRING (2017)
 MS0653
 MS0653                         *CURRENT SURVEY CONTROL
 MS0653  ______________________________________________________________________
 MS0653* NAD 83(1986) POSITION- 41 37 23.19   (N) 113 33 41.35   (W)   HD_HELD1
 MS0653* NAVD 88 ORTHO HEIGHT -  1521.716 (meters)     4992.50  (feet) ADJUSTED
 MS0653  ______________________________________________________________________
 MS0653  GEOID HEIGHT    -        -15.882 (meters)                     GEOID18
 MS0653  DYNAMIC HEIGHT  -       1520.603 (meters)     4988.85  (feet) COMP
 MS0653  MODELED GRAVITY -    979,838.0   (mgal)                       NAVD 88
 MS0653
 MS0653  VERT ORDER      -  FIRST     CLASS II
 MS0653
 MS0653.The horizontal coordinates were determined by differentially corrected
 MS0653.hand held GPS observations or other comparable positioning techniques
 MS0653.and have an estimated accuracy of +/- 3 meters.
 MS0653
 MS0653.The orthometric height was determined by differential leveling and
 MS0653.adjusted by the NATIONAL GEODETIC SURVEY
 MS0653.in June 1991.
 MS0653
 MS0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0653.GEOID18 height accuracy estimate available here.
 MS0653
 MS0653.Click photographs - Photos may exist for this station.
 MS0653
 MS0653.The dynamic height is computed by dividing the NAVD 88
 MS0653.geopotential number by the normal gravity value computed on the
 MS0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0653.degrees latitude (g = 980.6199 gals.).
 MS0653
 MS0653.The modeled gravity was interpolated from observed gravity values.
 MS0653
 MS0653;                    North         East    Units  Estimated Accuracy
 MS0653;SPC UT N     - 1,145,270.1     328,220.1     MT  (+/- 3 meters HH1 GPS) 
 MS0653
 MS0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM8660811101(NAD 83)
 MS0653
 MS0653                          SUPERSEDED SURVEY CONTROL
 MS0653
 MS0653.No superseded survey control is available for this station.
 MS0653
 MS0653_MARKER: DD = SURVEY DISK
 MS0653_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0653_STAMPING: 7 FMK 1971 4989
 MS0653_MARK LOGO: USGS
 MS0653_PROJECTION: PROJECTING 7 CENTIMETERS
 MS0653_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0653_ROD/PIPE-DEPTH: 4.6 meters
 MS0653
 MS0653  HISTORY     - Date     Condition        Report By
 MS0653  HISTORY     - 1971     MONUMENTED       USGS
 MS0653  HISTORY     - 1984     GOOD             NGS
 MS0653
 MS0653                          STATION DESCRIPTION
 MS0653
 MS0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0653'34.9 KM (21.7 MI) SW FROM PARK VALLEY.
 MS0653'34.95 KM (21.72 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0653'AT PARK VALLEY, IN THE NORTHWEST CORNER OF THE T JUNCTION OF A TRACK
 MS0653'ROAD LEADING NORTHWEST, AT THE CREST OF A GRADE, 0.18 KM (0.11 MI)
 MS0653'NORTH OF MILEPOST 34, 30.2 METERS (99 FT) WEST OF THE HIGHWAY
 MS0653'CENTERLINE, 7.6 METERS (25 FT) NORTH OF THE NORTH GATE POST FOR A WIRE
 MS0653'GATE AND 0.3 METER (1 FT) EAST OF THE RIGHT OF WAY FENCE.
 MS0653'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MS0653'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0558 ***********************************************************************
 MR0558  DESIGNATION -  7 FMK
 MR0558  PID         -  MR0558
 MR0558  STATE/COUNTY-  UT/MORGAN
 MR0558  COUNTRY     -  US
 MR0558  USGS QUAD   -  SNOW BASIN (2017)
 MR0558
 MR0558                         *CURRENT SURVEY CONTROL
 MR0558  ______________________________________________________________________
 MR0558* NAD 83(1986) POSITION- 41 08 15.     (N) 111 49 37.     (W)   SCALED
 MR0558* NAVD 88 ORTHO HEIGHT -  1470.112 (meters)     4823.19  (feet) ADJUSTED
 MR0558  ______________________________________________________________________
 MR0558  GEOID HEIGHT    -        -16.261 (meters)                     GEOID18
 MR0558  DYNAMIC HEIGHT  -       1468.942 (meters)     4819.35  (feet) COMP
 MR0558  MODELED GRAVITY -    979,777.4   (mgal)                       NAVD 88
 MR0558
 MR0558  VERT ORDER      -  FIRST     CLASS II
 MR0558
 MR0558.The horizontal coordinates were scaled from a map and have
 MR0558.an estimated accuracy of +/- 6 seconds.
 MR0558
 MR0558.The orthometric height was determined by differential leveling and
 MR0558.adjusted by the NATIONAL GEODETIC SURVEY
 MR0558.in June 1991.
 MR0558
 MR0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0558.GEOID18 height accuracy estimate available here.
 MR0558
 MR0558.Click photographs - Photos may exist for this station.
 MR0558
 MR0558.The dynamic height is computed by dividing the NAVD 88
 MR0558.geopotential number by the normal gravity value computed on the
 MR0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0558.degrees latitude (g = 980.6199 gals.).
 MR0558
 MR0558.The modeled gravity was interpolated from observed gravity values.
 MR0558
 MR0558;                    North         East    Units  Estimated Accuracy
 MR0558;SPC UT N     - 1,089,350.      472,550.      MT  (+/- 180 meters Scaled)
 MR0558
 MR0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL305543(NAD 83)
 MR0558
 MR0558                          SUPERSEDED SURVEY CONTROL
 MR0558
 MR0558  NGVD 29 (06/08/92) 1469.063  (m)         4819.75   (f) ADJUSTED    1 2
 MR0558
 MR0558.Superseded values are not recommended for survey control.
 MR0558
 MR0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0558.See file dsdata.pdf to determine how the superseded data were derived.
 MR0558
 MR0558_MARKER: DB = BENCH MARK DISK
 MR0558_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MR0558_SP_SET: ABUTMENT
 MR0558_STAMPING: 7 FMK 1974
 MR0558_MARK LOGO: USGS
 MR0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0558+STABILITY: SURFACE MOTION
 MR0558
 MR0558  HISTORY     - Date     Condition        Report By
 MR0558  HISTORY     - 1974     MONUMENTED       USGS
 MR0558  HISTORY     - 1983     GOOD             NGS
 MR0558
 MR0558                          STATION DESCRIPTION
 MR0558
 MR0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0558'18.1 KM (11.25 MI) NW FROM MORGAN.
 MR0558'18.1 KM (11.25 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0558'THE STATION IN MORGAN, 0.5 KM (0.3 MI) WEST OF MILEPOST 979, IN TOP OF
 MR0558'AND 0.2 METER (0.7 FT) NORTH OF THE SOUTH END OF THE EAST SANDSTONE
 MR0558'ABUTMENT OF RAILROAD BRIDGE NUMBER 979.28, 45.7 METERS (149.9 FT) WEST
 MR0558'OF THE CENTER OF A PAVED ROAD, AND 2.6 METERS (8.5 FT) SOUTH OF THE
 MR0558'NEAR RAIL.
 MR0558'THE MARK IS 0.9 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5553 ***********************************************************************
 DR5553  DESIGNATION -  7 JRH
 DR5553  PID         -  DR5553
 DR5553  STATE/COUNTY-  UT/WEBER
 DR5553  COUNTRY     -  US
 DR5553  USGS QUAD   -  CAUSEY DAM (2017)
 DR5553
 DR5553                         *CURRENT SURVEY CONTROL
 DR5553  ______________________________________________________________________
 DR5553* NAD 83(2011) POSITION- 41 20 15.80915(N) 111 36 21.25950(W)   ADJUSTED
 DR5553* NAD 83(2011) ELLIP HT-  1792.502 (meters)        (07/08/20)   ADJUSTED
 DR5553* NAD 83(2011) EPOCH   -  2010.00
 DR5553* NAVD 88 ORTHO HEIGHT -  1807.8   (meters)     5931.    (feet) GPS OBS
 DR5553  ______________________________________________________________________
 DR5553  GEOID HEIGHT    -        -15.314 (meters)                     GEOID18
 DR5553  NAD 83(2011) X  - -1,766,444.103 (meters)                     COMP
 DR5553  NAD 83(2011) Y  - -4,460,185.367 (meters)                     COMP
 DR5553  NAD 83(2011) Z  -  4,191,841.165 (meters)                     COMP
 DR5553  LAPLACE CORR    -          3.41  (seconds)                    DEFLEC18
 DR5553
 DR5553  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5553  Standards:
 DR5553         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5553            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5553  -------------------------------------------------------------------
 DR5553  NETWORK    0.69   1.39           0.30   0.26   0.71     -0.05678323
 DR5553  -------------------------------------------------------------------
 DR5553  Click here for local accuracies and other accuracy information.
 DR5553
 DR5553.The horizontal coordinates were established by GPS observations
 DR5553.and adjusted by the National Geodetic Survey in July 2020.
 DR5553
 DR5553.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5553.been affixed to the stable North American tectonic plate. See 
 DR5553.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5553
 DR5553.The horizontal coordinates are valid at the epoch date displayed above
 DR5553.which is a decimal equivalence of Year/Month/Day.
 DR5553
 DR5553.The orthometric height was determined by GPS observations and a
 DR5553.high-resolution geoid model.
 DR5553
 DR5553.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5553.GEOID18 height accuracy estimate available here.
 DR5553
 DR5553.Click photographs - Photos may exist for this station.
 DR5553
 DR5553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5553
 DR5553.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5553
 DR5553.The ellipsoidal height was determined by GPS observations
 DR5553.and is referenced to NAD 83.
 DR5553
 DR5553. The following values were computed from the NAD 83(2011) position.
 DR5553
 DR5553;                    North         East     Units Scale Factor Converg.
 DR5553;SPC UT N     - 1,111,543.319   491,135.640   MT  0.99995799   -0 04 11.4
 DR5553;SPC UT N     - 3,646,788.37  1,611,334.18   sFT  0.99995799   -0 04 11.4
 DR5553;UTM  12      - 4,576,425.873   449,303.297   MT  0.99963163   -0 24 00.7
 DR5553
 DR5553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5553!SPC UT N     -   0.99971892  x   0.99995799  =   0.99967692
 DR5553!UTM  12      -   0.99971892  x   0.99963163  =   0.99935065
 DR5553
 DR5553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL4930376425(NAD 83)
 DR5553
 DR5553                          SUPERSEDED SURVEY CONTROL
 DR5553
 DR5553.No superseded survey control is available for this station.
 DR5553
 DR5553_MARKER: DB = BENCH MARK DISK
 DR5553_SETTING: 80 = SET IN A BOULDER
 DR5553_STAMPING: 5927 1958
 DR5553_MARK LOGO: USGS
 DR5553_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5553+STABILITY: SURFACE MOTION
 DR5553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5553+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2016
 DR5553
 DR5553  HISTORY     - Date     Condition        Report By
 DR5553  HISTORY     - 1958     MONUMENTED       USGS
 DR5553  HISTORY     - 20161020 GOOD             USGS
 DR5553
 DR5553                          STATION DESCRIPTION
 DR5553
 DR5553'DESCRIBED BY US GEOLOGICAL SURVEY 2016 (DJM)
 DR5553'THE STATION IS LOCATED ABOUT 18.5 MI (29.8 KM) EAST OF NORTH OGDEN,
 DR5553'17.3 MI (27.8 KM) NORTH-NORTHEAST OF PETERSON AND 10.0 MI (16.1 KM)
 DR5553'EAST-NORTHEAST OF HUNTSVILLE.
 DR5553'
 DR5553'TO REACH FROM THE INTERSECTION OF 7800 EAST AND HIGHWAY 39 IN
 DR5553'HUNTSVILLE UT PROCEED EASTERLY UP SOUTH FORK CANYON 11.4 MI (18.3 KM)
 DR5553'TO THE MARK ON THE RIGHT.  IT IS ACROSS THE STREET FROM A CABIN WITH
 DR5553'THE ADDRESS OF 4441 NORTH HIGHWAY 39.  IT IS 2.25 FT (0.7 M) SOUTH OF
 DR5553'A CARSONITE WITNESS POST AND 100 FT (30.5 M) EAST OF THE CENTERLINE OF
 DR5553'HIGHWAY 39.
 DR5553'
 DR5553'NOTE-THE DISK IS NOT STAMPED WITH STATION NAME, ELEVATION AND DATE
 DR5553'ONLY.  IT IS 100 FT (30.5 M) EAST OF OF THE CENTERLINE OF HIGHWAY 39,
 DR5553'68 FT (20.7 M) NORTH-NORTHEAST OF A RUSSIAN OLIVE TREE, 29.88 FT (9.1
 DR5553'M) EAST OF A BARBED WIRE FENCE, 2.25 FT (0.7 M) SOUTH OF CARSONITE
 DR5553'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0651 ***********************************************************************
 HO0651  DESIGNATION -  7 LRC
 HO0651  PID         -  HO0651
 HO0651  STATE/COUNTY-  UT/WASHINGTON
 HO0651  COUNTRY     -  US
 HO0651  USGS QUAD   -  CASTLE CLIFF (2017)
 HO0651
 HO0651                         *CURRENT SURVEY CONTROL
 HO0651  ______________________________________________________________________
 HO0651* NAD 83(1986) POSITION- 37 05 43.     (N) 113 57 36.     (W)   SCALED
 HO0651* NAVD 88 ORTHO HEIGHT -  1081.485 (meters)     3548.17  (feet) POSTED
 HO0651  ______________________________________________________________________
 HO0651  GEOID HEIGHT    -        -24.974 (meters)                     GEOID18
 HO0651  DYNAMIC HEIGHT  -       1080.38  (meters)     3544.5   (feet) COMP
 HO0651  MODELED GRAVITY -    979,571.7   (mgal)                       NAVD 88
 HO0651
 HO0651  VERT ORDER      -  * POSTED, SEE BELOW
 HO0651
 HO0651.The horizontal coordinates were scaled from a map and have
 HO0651.an estimated accuracy of +/- 6 seconds.
 HO0651
 HO0651.The orthometric height was determined by differential leveling
 HO0651.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0651
 HO0651.* This is a POSTED BENCH MARK height.
 HO0651
 HO0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0651.GEOID18 height accuracy estimate available here.
 HO0651
 HO0651.Click photographs - Photos may exist for this station.
 HO0651
 HO0651.The dynamic height is computed by dividing the NAVD 88
 HO0651.geopotential number by the normal gravity value computed on the
 HO0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0651.degrees latitude (g = 980.6199 gals.).
 HO0651
 HO0651.The modeled gravity was interpolated from observed gravity values.
 HO0651
 HO0651;                    North         East    Units  Estimated Accuracy
 HO0651;SPC UT S     - 3,050,450.      281,330.      MT  (+/- 180 meters Scaled)
 HO0651
 HO0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG369095(NAD 83)
 HO0651
 HO0651                          SUPERSEDED SURVEY CONTROL
 HO0651
 HO0651  NGVD 29 (??/??/92) 1080.69   (m)         3545.6    (f) COMPUTED    2 0
 HO0651
 HO0651.Superseded values are not recommended for survey control.
 HO0651
 HO0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0651.See file dsdata.pdf to determine how the superseded data were derived.
 HO0651
 HO0651_MARKER: DD = SURVEY DISK
 HO0651_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0651_STAMPING: 7 LRC 1973 3546
 HO0651_MARK LOGO: USGS
 HO0651_MAGNETIC: I = MARKER IS A STEEL ROD
 HO0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0651+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HO0651
 HO0651  HISTORY     - Date     Condition        Report By
 HO0651  HISTORY     - 1973     MONUMENTED       USGS
 HO0651
 HO0651                          STATION DESCRIPTION
 HO0651
 HO0651'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (LRC)
 HO0651'FROM THE POST OFFICE IN MESQUITE, UTAH, PROCEED 27.9 MILES NORTHEAST
 HO0651'ALONG U S HIGHWAY 91 TO A POINT 5.5 MILES NORTHWEST OF CASTLE ROCK
 HO0651'CLIFF, ALONG LYTLE RANCH ROAD TO THE TOP OF A RIDGE, 0.4 MILES
 HO0651'NORTHWEST OF A JUNCTION TO CRAZY SPRING ROAD, 37 FEET SOUTHWEST OF
 HO0651'THE CENTER OF THE ROAD, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO
 HO0651'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0575 ***********************************************************************
 JM0575  DESIGNATION -  7 MILE
 JM0575  PID         -  JM0575
 JM0575  STATE/COUNTY-  UT/GRAND
 JM0575  COUNTRY     -  US
 JM0575  USGS QUAD   -  JUG ROCK (2017)
 JM0575
 JM0575                         *CURRENT SURVEY CONTROL
 JM0575  ______________________________________________________________________
 JM0575* NAD 83(1994) POSITION- 38 38 46.76648(N) 109 47 53.52559(W)   ADJUSTED
 JM0575* NAVD 88 ORTHO HEIGHT -  1767.7   (meters)     5800.    (feet) VERTCON3
 JM0575  ______________________________________________________________________
 JM0575  GEOID HEIGHT    -        -20.723 (meters)                     GEOID18
 JM0575  LAPLACE CORR    -          2.42  (seconds)                    DEFLEC18
 JM0575  HORZ ORDER      -  THIRD
 JM0575
 JM0575.The horizontal coordinates were established by classical geodetic methods
 JM0575.and adjusted by the National Geodetic Survey in November 1997.
 JM0575
 JM0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0575
 JM0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0575.GEOID18 height accuracy estimate available here.
 JM0575
 JM0575.Click photographs - Photos may exist for this station.
 JM0575
 JM0575.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0575
 JM0575. The following values were computed from the NAD 83(1994) position.
 JM0575
 JM0575;                    North         East     Units Scale Factor Converg.
 JM0575;SPC UT C     - 2,036,159.291   648,159.417   MT  1.00011194   +1 05 24.5
 JM0575;SPC UT C     - 6,680,299.27  2,126,503.02   sFT  1.00011194   +1 05 24.5
 JM0575;UTM  12      - 4,278,215.016   604,583.626   MT  0.99973469   +0 45 02.2
 JM0575
 JM0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0575!SPC UT C     -   0.99972597  x   1.00011194  =   0.99983788
 JM0575!UTM  12      -   0.99972597  x   0.99973469  =   0.99946074
 JM0575
 JM0575:                Primary Azimuth Mark                     Grid Az
 JM0575:SPC UT C     -  2 155C                                   322 29 43.4
 JM0575:UTM  12      -  2 155C                                   322 50 05.7
 JM0575
 JM0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH0458378215(NAD 83)
 JM0575
 JM0575|---------------------------------------------------------------------|
 JM0575| PID    Reference Object                     Distance      Geod. Az  |
 JM0575|                                                           dddmmss.s |
 JM0575| JM0576 2 155C                              APPROX. 4.7 KM 3233507.9 |
 JM0575|---------------------------------------------------------------------|
 JM0575
 JM0575                          SUPERSEDED SURVEY CONTROL
 JM0575
 JM0575  NAD 83(1986)-  38 38 46.75391(N)    109 47 53.52401(W) AD(       ) 3
 JM0575  NAD 27      -  38 38 46.83005(N)    109 47 51.08752(W) AD(       ) 3
 JM0575  NGVD 29 (07/19/86) 1766.6    (m)         5796.     (f) VERT ANG       
 JM0575
 JM0575.Superseded values are not recommended for survey control.
 JM0575
 JM0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0575.See file dsdata.pdf to determine how the superseded data were derived.
 JM0575
 JM0575_MARKER: DD = SURVEY DISK
 JM0575_SETTING: 66 = SET IN ROCK OUTCROP
 JM0575_STAMPING: 7 MILE 1951
 JM0575_MARK LOGO: USGS
 JM0575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0575+STABILITY: POSITION/ELEVATION WELL
 JM0575
 JM0575  HISTORY     - Date     Condition        Report By
 JM0575  HISTORY     - 1951     MONUMENTED       USGS
 JM0575
 JM0575                          STATION DESCRIPTION
 JM0575
 JM0575'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JM0575'LOCATED ABOUT 10 MI, NE. OF THE INTERSECTION OF SPRING CANYON AND
 JM0575'GREEN RIVER AND 15 MI. NW. OF MOAB, AT THE HEAD OF THE N. FORK OF
 JM0575'SEVEN MILE CANYON, ON THE W. END OF LARGE BUTTE.
 JM0575'
 JM0575'REACHED BY HELICOPTER.
 JM0575'
 JM0575'STATION MARK - STANDARD TABLET STAMPED ---7 MILE 1951--- CEMENTED IN
 JM0575'ROCK BURIED IN GROUND.
 JM0575'
 JM0575'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---7 MILE
 JM0575'NO.1--- CEMENTED IN OUTCROP, 60.16 FT. FROM STATION MARK,
 JM0575'S 68 DEG 37 MIN W.
 JM0575'
 JM0575'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---7 MILE
 JM0575'NO.2--- CEMENTED IN OUTCROP, 65.59 FT. FROM STATION MARK,
 JM0575'S 34 DEG 16 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0428 ***********************************************************************
 KM0428  DESIGNATION -  70 FMK
 KM0428  PID         -  KM0428
 KM0428  STATE/COUNTY-  UT/GRAND
 KM0428  COUNTRY     -  US
 KM0428  USGS QUAD   -  DANISH FLAT (2017)
 KM0428
 KM0428                         *CURRENT SURVEY CONTROL
 KM0428  ______________________________________________________________________
 KM0428* NAD 83(1986) POSITION- 39 05 25.3    (N) 109 18 14.9    (W)   HD_HELD2
 KM0428* NAVD 88 ORTHO HEIGHT -  1433.328 (meters)     4702.51  (feet) POSTED
 KM0428  ______________________________________________________________________
 KM0428  GEOID HEIGHT    -        -18.766 (meters)                     GEOID18
 KM0428  DYNAMIC HEIGHT  -       1431.93  (meters)     4697.9   (feet) COMP
 KM0428  MODELED GRAVITY -    979,605.2   (mgal)                       NAVD 88
 KM0428
 KM0428  VERT ORDER      -  * POSTED, SEE BELOW
 KM0428
 KM0428.The horizontal coordinates were established by autonomous hand held GPS
 KM0428.observations and have an estimated accuracy of +/- 10 meters.
 KM0428
 KM0428.The orthometric height was determined by differential leveling
 KM0428.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0428
 KM0428.* This is a POSTED BENCH MARK height.
 KM0428
 KM0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0428.GEOID18 height accuracy estimate available here.
 KM0428
 KM0428.Click photographs - Photos may exist for this station.
 KM0428
 KM0428.The dynamic height is computed by dividing the NAVD 88
 KM0428.geopotential number by the normal gravity value computed on the
 KM0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0428.degrees latitude (g = 980.6199 gals.).
 KM0428
 KM0428.The modeled gravity was interpolated from observed gravity values.
 KM0428
 KM0428;                    North         East    Units  Estimated Accuracy
 KM0428;SPC UT C     - 2,086,378.      689,955.      MT  (+/- 10 meters HH2 GPS)
 KM0428
 KM0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ4666528172(NAD 83)
 KM0428
 KM0428                          SUPERSEDED SURVEY CONTROL
 KM0428
 KM0428  NGVD 29 (??/??/92) 1432.29   (m)         4699.1    (f) COMPUTED    2 0
 KM0428
 KM0428.Superseded values are not recommended for survey control.
 KM0428
 KM0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0428.See file dsdata.pdf to determine how the superseded data were derived.
 KM0428
 KM0428_MARKER: DD = SURVEY DISK
 KM0428_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0428_STAMPING: 70 FMK 1969 4699
 KM0428_MARK LOGO: USGS
 KM0428_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0428+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2012
 KM0428
 KM0428  HISTORY     - Date     Condition        Report By
 KM0428  HISTORY     - 1969     MONUMENTED       USGS
 KM0428  HISTORY     - 20121105 GOOD             GEOCAC
 KM0428
 KM0428                          STATION DESCRIPTION
 KM0428
 KM0428'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0428'FROM THE POST OFFICE IN CISCO, UTAH, PROCEED 5.6 MILES NORTHEAST
 KM0428'ALONG U. S. HIGHWAYS 6 AND 50, THENCE 4.0 MILES NORTHWEST ALONG
 KM0428'COUNTY ROAD, 0.5 MILES NORTH OF A STOCK POND, 140 FEET SOUTH OF A
 KM0428'TRACK ROAD EAST, 43 FEET EAST OF THE CENTERLINE OF THE ROAD, WITNESS
 KM0428'POST SET NEAR BENCH MARK, SET ON 5 FEET OF COPPER-COATED STEEL ROD
 KM0428'ENCASED IN 6-INCH CONCRETE PIPE WHICH IS FLUSH WITH THE GROUND.
 KM0428
 KM0428                          STATION RECOVERY (2012)
 KM0428
 KM0428'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 KM0428'TAG IS MISSING FROM THE T POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5491 ***********************************************************************
 DR5491  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5491  DESIGNATION -  70 FMK
 DR5491  PID         -  DR5491
 DR5491  STATE/COUNTY-  UT/WEBER
 DR5491  COUNTRY     -  US
 DR5491  USGS QUAD   -  ROY (2017)
 DR5491
 DR5491                         *CURRENT SURVEY CONTROL
 DR5491  ______________________________________________________________________
 DR5491* NAD 83(2011) POSITION- 41 14 03.66383(N) 112 02 36.73668(W)   ADJUSTED
 DR5491* NAD 83(2011) ELLIP HT-  1285.661 (meters)        (07/08/20)   ADJUSTED
 DR5491* NAD 83(2011) EPOCH   -  2010.00
 DR5491* NAVD 88 ORTHO HEIGHT -  1302.59  (meters)     4273.6   (feet) GPS OBS
 DR5491  ______________________________________________________________________
 DR5491  GEOID HEIGHT    -        -16.915 (meters)                     GEOID18
 DR5491  NAD 83(2011) X  - -1,803,160.493 (meters)                     COMP
 DR5491  NAD 83(2011) Y  - -4,453,233.131 (meters)                     COMP
 DR5491  NAD 83(2011) Z  -  4,182,877.829 (meters)                     COMP
 DR5491  LAPLACE CORR    -          5.56  (seconds)                    DEFLEC18
 DR5491
 DR5491  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5491  Standards:
 DR5491         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5491            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5491  -------------------------------------------------------------------
 DR5491  NETWORK    0.83   1.57           0.37   0.30   0.80     -0.02546325
 DR5491  -------------------------------------------------------------------
 DR5491  Click here for local accuracies and other accuracy information.
 DR5491
 DR5491.The horizontal coordinates were established by GPS observations
 DR5491.and adjusted by the National Geodetic Survey in July 2020.
 DR5491
 DR5491.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5491.been affixed to the stable North American tectonic plate. See 
 DR5491.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5491
 DR5491.The horizontal coordinates are valid at the epoch date displayed above
 DR5491.which is a decimal equivalence of Year/Month/Day.
 DR5491
 DR5491.The orthometric height was determined by GPS observations and a
 DR5491.high-resolution geoid model using precise GPS observation and
 DR5491.processing techniques.
 DR5491
 DR5491.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5491.GEOID18 height accuracy estimate available here.
 DR5491
 DR5491.Click photographs - Photos may exist for this station.
 DR5491
 DR5491.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5491
 DR5491.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5491
 DR5491.The ellipsoidal height was determined by GPS observations
 DR5491.and is referenced to NAD 83.
 DR5491
 DR5491. The following values were computed from the NAD 83(2011) position.
 DR5491
 DR5491;                    North         East     Units Scale Factor Converg.
 DR5491;SPC UT N     - 1,100,200.292   454,433.955   MT  0.99995688   -0 21 30.2
 DR5491;SPC UT N     - 3,609,573.79  1,490,922.07   sFT  0.99995688   -0 21 30.2
 DR5491;UTM  12      - 4,565,297.748   412,547.806   MT  0.99969412   -0 41 16.4
 DR5491
 DR5491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5491!SPC UT N     -   0.99979838  x   0.99995688  =   0.99975527
 DR5491!UTM  12      -   0.99979838  x   0.99969412  =   0.99949256
 DR5491
 DR5491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1254765297(NAD 83)
 DR5491
 DR5491                          SUPERSEDED SURVEY CONTROL
 DR5491
 DR5491.No superseded survey control is available for this station.
 DR5491
 DR5491_MARKER: DB = BENCH MARK DISK
 DR5491_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR5491_SP_SET: SET IN IRRIGATION STRUCTURE
 DR5491_STAMPING: 4270 70 FMK 1966
 DR5491_MARK LOGO: USGS
 DR5491_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5491+STABILITY: SURFACE MOTION
 DR5491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5491+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2016
 DR5491
 DR5491  HISTORY     - Date     Condition        Report By
 DR5491  HISTORY     - 1966     MONUMENTED       USGS
 DR5491  HISTORY     - 20160901 GOOD             UT-057
 DR5491
 DR5491                          STATION DESCRIPTION
 DR5491
 DR5491'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5491'THE STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) SOUTH-SOUTHEAST OF PLAIN
 DR5491'CITY, 4.8 MI (7.7 KM) NORTH OF ROY PARK ADDITION SUBDIVISIO AND 3.8 MI
 DR5491'(6.1 KM) WEST-NORTHWEST OF OGDEN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5491'
 DR5491'TO REACH FROM THE INTERSECTION OF 1800 SOUTH AND 2700 WEST OGDEN, UT,
 DR5491'HEAD EAST 0.1 MI (0.2 KM), THE APPROXIMATE ADDRESS OF   THE STATION IS
 DR5491'2600 WEST 1800 SOUTH, OGDEN, UT.TO THE STATION ON THE RIGHT.
 DR5491'
 DR5491'IT IS 25 FT (7.6 M) NORTH OF THE CENTERLINE OF 1800 SOUTH STREET, 8.5
 DR5491'FT (2.6 M) SOUTH OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0028 ***********************************************************************
 HO0028  DESIGNATION -  7004.0
 HO0028  PID         -  HO0028
 HO0028  STATE/COUNTY-  UT/GARFIELD
 HO0028  COUNTRY     -  US
 HO0028  USGS QUAD   -  WILSON PEAK (2017)
 HO0028
 HO0028                         *CURRENT SURVEY CONTROL
 HO0028  ______________________________________________________________________
 HO0028* NAD 83(1986) POSITION- 37 44 38.     (N) 112 20 05.     (W)   SCALED
 HO0028* NAVD 88 ORTHO HEIGHT -  2136.174 (meters)     7008.43  (feet) POSTED
 HO0028  ______________________________________________________________________
 HO0028  GEOID HEIGHT    -        -20.180 (meters)                     GEOID18
 HO0028  DYNAMIC HEIGHT  -       2133.52  (meters)     6999.7   (feet) COMP
 HO0028  MODELED GRAVITY -    979,309.8   (mgal)                       NAVD 88
 HO0028
 HO0028  VERT ORDER      -  * POSTED, SEE BELOW
 HO0028
 HO0028.The horizontal coordinates were scaled from a map and have
 HO0028.an estimated accuracy of +/- 6 seconds.
 HO0028
 HO0028.The orthometric height was determined by differential leveling
 HO0028.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0028
 HO0028.* This is a POSTED BENCH MARK height.
 HO0028
 HO0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0028.GEOID18 height accuracy estimate available here.
 HO0028
 HO0028.Click photographs - Photos may exist for this station.
 HO0028
 HO0028.The dynamic height is computed by dividing the NAVD 88
 HO0028.geopotential number by the normal gravity value computed on the
 HO0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0028.degrees latitude (g = 980.6199 gals.).
 HO0028
 HO0028.The modeled gravity was interpolated from observed gravity values.
 HO0028
 HO0028;                    North         East    Units  Estimated Accuracy
 HO0028;SPC UT S     - 3,119,880.      426,440.      MT  (+/- 180 meters Scaled)
 HO0028
 HO0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG824782(NAD 83)
 HO0028
 HO0028                          SUPERSEDED SURVEY CONTROL
 HO0028
 HO0028  NGVD 29 (??/??/92) 2134.78   (m)         7003.9    (f) COMPUTED    2 0
 HO0028
 HO0028.Superseded values are not recommended for survey control.
 HO0028
 HO0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0028.See file dsdata.pdf to determine how the superseded data were derived.
 HO0028
 HO0028_MARKER: Q = CHISELED SQUARE
 HO0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HO0028_SP_SET: CULVERT
 HO0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0028
 HO0028  HISTORY     - Date     Condition        Report By
 HO0028  HISTORY     - UNK      MONUMENTED       USGS
 HO0028  HISTORY     - 1934     GOOD             CGS
 HO0028
 HO0028                          STATION DESCRIPTION
 HO0028
 HO0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0028'9.1 MI SE FROM PANGUITCH.
 HO0028'9.1 MILES SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE COURTHOUSE AT
 HO0028'PANGUITCH, GARFIELD COUNTY, AT A CONCRETE CULVERT, ON THE TOP OF THE
 HO0028'SOUTHEAST END OF THE SOUTH HEAD WALL, AND 13 FEET SOUTH OF THE CENTER
 HO0028'LINE OF THE HIGHWAY.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0100 ***********************************************************************
 KN0100  DESIGNATION -  7012
 KN0100  PID         -  KN0100
 KN0100  STATE/COUNTY-  UT/UTAH
 KN0100  COUNTRY     -  US
 KN0100  USGS QUAD   -  KYUNE (2017)
 KN0100
 KN0100                         *CURRENT SURVEY CONTROL
 KN0100  ______________________________________________________________________
 KN0100* NAD 83(1986) POSITION- 39 48 51.     (N) 110 56 14.     (W)   SCALED
 KN0100* NAVD 88 ORTHO HEIGHT -  2139.166 (meters)     7018.25  (feet) ADJUSTED
 KN0100  ______________________________________________________________________
 KN0100  GEOID HEIGHT    -        -15.888 (meters)                     GEOID18
 KN0100  DYNAMIC HEIGHT  -       2136.932 (meters)     7010.92  (feet) COMP
 KN0100  MODELED GRAVITY -    979,505.0   (mgal)                       NAVD 88
 KN0100
 KN0100  VERT ORDER      -  FIRST     CLASS II
 KN0100
 KN0100.The horizontal coordinates were scaled from a map and have
 KN0100.an estimated accuracy of +/- 6 seconds.
 KN0100
 KN0100.The orthometric height was determined by differential leveling and
 KN0100.adjusted by the NATIONAL GEODETIC SURVEY
 KN0100.in June 1991.
 KN0100
 KN0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0100.GEOID18 height accuracy estimate available here.
 KN0100
 KN0100.Click photographs - Photos may exist for this station.
 KN0100
 KN0100.The dynamic height is computed by dividing the NAVD 88
 KN0100.geopotential number by the normal gravity value computed on the
 KN0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0100.degrees latitude (g = 980.6199 gals.).
 KN0100
 KN0100.The modeled gravity was interpolated from observed gravity values.
 KN0100
 KN0100;                    North         East    Units  Estimated Accuracy
 KN0100;SPC UT C     - 2,164,550.      548,180.      MT  (+/- 180 meters Scaled)
 KN0100
 KN0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK053071(NAD 83)
 KN0100
 KN0100                          SUPERSEDED SURVEY CONTROL
 KN0100
 KN0100  NGVD 29 (??/??/92) 2137.916  (m)         7014.15   (f) ADJ UNCH    1 2
 KN0100
 KN0100.Superseded values are not recommended for survey control.
 KN0100
 KN0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0100.See file dsdata.pdf to determine how the superseded data were derived.
 KN0100
 KN0100_MARKER: DD = SURVEY DISK
 KN0100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0100_SP_SET: ABUTMENT
 KN0100_STAMPING: 7012 1910 31
 KN0100_MARK LOGO: USGS
 KN0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0100
 KN0100  HISTORY     - Date     Condition        Report By
 KN0100  HISTORY     - 1910     MONUMENTED       USGS
 KN0100  HISTORY     - 1934     GOOD             CGS
 KN0100
 KN0100                          STATION DESCRIPTION
 KN0100
 KN0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0100'0.3 MI S FROM KYUNE.
 KN0100'0.3 MILE SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KN0100'KYUNE, UTAH COUNTY, AT BRIDGE 638-81, AND IN THE TOP OF THE WEST WING
 KN0100'WALL OF THE NORTH ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY
 KN0100'STANDARD DISK, STAMPED 7012 1910 31.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0030 ***********************************************************************
 JO0030  DESIGNATION -  7025.28
 JO0030  PID         -  JO0030
 JO0030  STATE/COUNTY-  UT/SEVIER
 JO0030  COUNTRY     -  US
 JO0030  USGS QUAD   -  TRAIL MOUNTAIN (2017)
 JO0030
 JO0030                         *CURRENT SURVEY CONTROL
 JO0030  ______________________________________________________________________
 JO0030* NAD 83(1986) POSITION- 38 35 25.     (N) 112 29 34.     (W)   SCALED
 JO0030* NAVD 88 ORTHO HEIGHT -  2188.351 (meters)     7179.61  (feet) ADJUSTED
 JO0030  ______________________________________________________________________
 JO0030  GEOID HEIGHT    -        -19.275 (meters)                     GEOID18
 JO0030  DYNAMIC HEIGHT  -       2185.824 (meters)     7171.32  (feet) COMP
 JO0030  MODELED GRAVITY -    979,394.7   (mgal)                       NAVD 88
 JO0030
 JO0030  VERT ORDER      -  FIRST     CLASS II
 JO0030
 JO0030.The horizontal coordinates were scaled from a map and have
 JO0030.an estimated accuracy of +/- 6 seconds.
 JO0030
 JO0030.The orthometric height was determined by differential leveling and
 JO0030.adjusted by the NATIONAL GEODETIC SURVEY
 JO0030.in June 1991.
 JO0030
 JO0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0030.GEOID18 height accuracy estimate available here.
 JO0030
 JO0030.Click photographs - Photos may exist for this station.
 JO0030
 JO0030.The dynamic height is computed by dividing the NAVD 88
 JO0030.geopotential number by the normal gravity value computed on the
 JO0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0030.degrees latitude (g = 980.6199 gals.).
 JO0030
 JO0030.The modeled gravity was interpolated from observed gravity values.
 JO0030
 JO0030;                    North         East    Units  Estimated Accuracy
 JO0030;SPC UT C     - 2,029,010.      413,500.      MT  (+/- 180 meters Scaled)
 JO0030
 JO0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH699723(NAD 83)
 JO0030
 JO0030                          SUPERSEDED SURVEY CONTROL
 JO0030
 JO0030  NGVD 29 (??/??/92) 2187.024  (m)         7175.26   (f) ADJ UNCH    1 2
 JO0030
 JO0030.Superseded values are not recommended for survey control.
 JO0030
 JO0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0030.See file dsdata.pdf to determine how the superseded data were derived.
 JO0030
 JO0030_MARKER: DD = SURVEY DISK
 JO0030_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0030_SP_SET: CULVERT HEADWALL
 JO0030_STAMPING: 7025.28
 JO0030_MARK LOGO: BPR
 JO0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0030+STABILITY: SURFACE MOTION
 JO0030
 JO0030  HISTORY     - Date     Condition        Report By
 JO0030  HISTORY     - UNK      MONUMENTED       BPR
 JO0030  HISTORY     - 1934     GOOD             CGS
 JO0030  HISTORY     - 1975     MARK NOT FOUND   USGS
 JO0030
 JO0030                          STATION DESCRIPTION
 JO0030
 JO0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0030'5.6 MI E FROM COVE FORT.
 JO0030'IN SEVIER COUNTY, 5.6 MILES EAST ALONG STATE HIGHWAY 13 FROM COVE
 JO0030'FORT, MILLARD COUNTY, AT A CONCRETE CULVERT, IN THE TOP OF THE NORTH
 JO0030'HEADWALL, AND 27 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A
 JO0030'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 7025.28.
 JO0030
 JO0030                          STATION RECOVERY (1975)
 JO0030
 JO0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0030'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0599 ***********************************************************************
 LO0599  DESIGNATION -  7041
 LO0599  PID         -  LO0599
 LO0599  STATE/COUNTY-  UT/SUMMIT
 LO0599  COUNTRY     -  US
 LO0599  USGS QUAD   -  BIG DUTCH HOLLOW (2017)
 LO0599
 LO0599                         *CURRENT SURVEY CONTROL
 LO0599  ______________________________________________________________________
 LO0599* NAD 83(1986) POSITION- 40 45 13.     (N) 111 37 25.     (W)   SCALED
 LO0599* NAVD 88 ORTHO HEIGHT -  2147.781 (meters)     7046.51  (feet) POSTED
 LO0599  ______________________________________________________________________
 LO0599  GEOID HEIGHT    -        -15.782 (meters)                     GEOID18
 LO0599  DYNAMIC HEIGHT  -       2145.75  (meters)     7039.8   (feet) COMP
 LO0599  MODELED GRAVITY -    979,601.1   (mgal)                       NAVD 88
 LO0599
 LO0599  VERT ORDER      -  * POSTED, SEE BELOW
 LO0599
 LO0599.The horizontal coordinates were scaled from a map and have
 LO0599.an estimated accuracy of +/- 6 seconds.
 LO0599
 LO0599.The orthometric height was determined by differential leveling
 LO0599.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LO0599
 LO0599.* This is a POSTED BENCH MARK height.
 LO0599
 LO0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0599.GEOID18 height accuracy estimate available here.
 LO0599
 LO0599.Click photographs - Photos may exist for this station.
 LO0599
 LO0599.The dynamic height is computed by dividing the NAVD 88
 LO0599.geopotential number by the normal gravity value computed on the
 LO0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0599.degrees latitude (g = 980.6199 gals.).
 LO0599
 LO0599.The modeled gravity was interpolated from observed gravity values.
 LO0599
 LO0599;                    North         East    Units  Estimated Accuracy
 LO0599;SPC UT N     - 1,046,680.      489,560.      MT  (+/- 180 meters Scaled)
 LO0599
 LO0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL473115(NAD 83)
 LO0599
 LO0599                          SUPERSEDED SURVEY CONTROL
 LO0599
 LO0599  NGVD 29 (??/??/92) 2146.547  (m)         7042.46   (f) ADJ UNCH    2 0
 LO0599
 LO0599.Superseded values are not recommended for survey control.
 LO0599
 LO0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0599.See file dsdata.pdf to determine how the superseded data were derived.
 LO0599
 LO0599_MARKER: P = PIPE CAP
 LO0599_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0599_STAMPING: 7041 SLAK
 LO0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0599
 LO0599  HISTORY     - Date     Condition        Report By
 LO0599  HISTORY     - 1910     MONUMENTED       USGS
 LO0599
 LO0599                          STATION DESCRIPTION
 LO0599
 LO0599'DESCRIBED BY US GEOLOGICAL SURVEY 1910
 LO0599'IN ALTUS.
 LO0599'AT ALTUS, SUMMIT COUNTY, ON THE DENVER AND RIO GRANDE WESTERN
 LO0599'RAILROAD, AT THE SALT LAKE-SUMMIT COUNTY LINE, AT A SUMMIT, AT THE
 LO0599'REAR OF THE BEE HIVE INN, NORTH OF A CABIN, AND 150 FEET SOUTH OF THE
 LO0599'CENTERLINE OF U.S. HIGHWAY 40.  A UNITED STATES GEOLOGICAL SURVEY
 LO0599'STANDARD CAP, STAMPED 7041 SLAK AND FASTENED ON THE TOP OF A
 LO0599'3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0404 ***********************************************************************
 LO0404  DESIGNATION -  7051.6
 LO0404  PID         -  LO0404
 LO0404  STATE/COUNTY-  UT/WASATCH
 LO0404  COUNTRY     -  US
 LO0404  USGS QUAD   -  TWIN PEAKS (2017)
 LO0404
 LO0404                         *CURRENT SURVEY CONTROL
 LO0404  ______________________________________________________________________
 LO0404* NAD 83(1986) POSITION- 40 21 12.     (N) 111 16 34.     (W)   SCALED
 LO0404* NAVD 88 ORTHO HEIGHT -  2150.937 (meters)     7056.87  (feet) ADJUSTED
 LO0404  ______________________________________________________________________
 LO0404  GEOID HEIGHT    -        -15.358 (meters)                     GEOID18
 LO0404  DYNAMIC HEIGHT  -       2148.754 (meters)     7049.70  (feet) COMP
 LO0404  MODELED GRAVITY -    979,533.3   (mgal)                       NAVD 88
 LO0404
 LO0404  VERT ORDER      -  SECOND    CLASS 0
 LO0404
 LO0404.The horizontal coordinates were scaled from a map and have
 LO0404.an estimated accuracy of +/- 6 seconds.
 LO0404
 LO0404.The orthometric height was determined by differential leveling and
 LO0404.adjusted by the NATIONAL GEODETIC SURVEY
 LO0404.in June 1991.
 LO0404
 LO0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0404.GEOID18 height accuracy estimate available here.
 LO0404
 LO0404.Click photographs - Photos may exist for this station.
 LO0404
 LO0404.The dynamic height is computed by dividing the NAVD 88
 LO0404.geopotential number by the normal gravity value computed on the
 LO0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0404.degrees latitude (g = 980.6199 gals.).
 LO0404
 LO0404.The modeled gravity was interpolated from observed gravity values.
 LO0404
 LO0404;                    North         East    Units  Estimated Accuracy
 LO0404;SPC UT C     - 2,224,290.      519,020.      MT  (+/- 180 meters Scaled)
 LO0404
 LO0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK765670(NAD 83)
 LO0404
 LO0404                          SUPERSEDED SURVEY CONTROL
 LO0404
 LO0404  NGVD 29 (??/??/92) 2149.589  (m)         7052.44   (f) ADJ UNCH    2 0
 LO0404
 LO0404.Superseded values are not recommended for survey control.
 LO0404
 LO0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0404.See file dsdata.pdf to determine how the superseded data were derived.
 LO0404
 LO0404_MARKER: DD = SURVEY DISK
 LO0404_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0404_SP_SET: CULVERT HEADWALL
 LO0404_STAMPING: 7051.6
 LO0404_MARK LOGO: BPR
 LO0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0404+STABILITY: SURFACE MOTION
 LO0404
 LO0404  HISTORY     - Date     Condition        Report By
 LO0404  HISTORY     - UNK      MONUMENTED       BPR
 LO0404  HISTORY     - 1934     GOOD             CGS
 LO0404  HISTORY     - 1967     MARK NOT FOUND   CGS
 LO0404
 LO0404                          STATION DESCRIPTION
 LO0404
 LO0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0404'13.6 MI SE FROM HEBER.
 LO0404'13.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0404'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0404'NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0404'STAMPED 7051.6.
 LO0404
 LO0404                          STATION RECOVERY (1967)
 LO0404
 LO0404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LO0404'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0092 ***********************************************************************
 LO0092  DESIGNATION -  7054.5
 LO0092  PID         -  LO0092
 LO0092  STATE/COUNTY-  UT/WASATCH
 LO0092  COUNTRY     -  US
 LO0092  USGS QUAD   -  DEEP CREEK CANYON (2017)
 LO0092
 LO0092                         *CURRENT SURVEY CONTROL
 LO0092  ______________________________________________________________________
 LO0092* NAD 83(1986) POSITION- 40 11 39.     (N) 110 56 49.     (W)   SCALED
 LO0092* NAVD 88 ORTHO HEIGHT -  2152.753 (meters)     7062.82  (feet) ADJUSTED
 LO0092  ______________________________________________________________________
 LO0092  GEOID HEIGHT    -        -15.782 (meters)                     GEOID18
 LO0092  DYNAMIC HEIGHT  -       2150.499 (meters)     7055.43  (feet) COMP
 LO0092  MODELED GRAVITY -    979,501.9   (mgal)                       NAVD 88
 LO0092
 LO0092  VERT ORDER      -  SECOND    CLASS 0
 LO0092
 LO0092.The horizontal coordinates were scaled from a map and have
 LO0092.an estimated accuracy of +/- 6 seconds.
 LO0092
 LO0092.The orthometric height was determined by differential leveling and
 LO0092.adjusted by the NATIONAL GEODETIC SURVEY
 LO0092.in June 1991.
 LO0092
 LO0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0092.GEOID18 height accuracy estimate available here.
 LO0092
 LO0092.Click photographs - Photos may exist for this station.
 LO0092
 LO0092.The dynamic height is computed by dividing the NAVD 88
 LO0092.geopotential number by the normal gravity value computed on the
 LO0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0092.degrees latitude (g = 980.6199 gals.).
 LO0092
 LO0092.The modeled gravity was interpolated from observed gravity values.
 LO0092
 LO0092;                    North         East    Units  Estimated Accuracy
 LO0092;SPC UT C     - 2,206,740.      547,090.      MT  (+/- 180 meters Scaled)
 LO0092
 LO0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK045493(NAD 83)
 LO0092
 LO0092                          SUPERSEDED SURVEY CONTROL
 LO0092
 LO0092  NGVD 29 (??/??/92) 2151.36   (m)         7058.3    (f) COMPUTED    2 0
 LO0092
 LO0092.Superseded values are not recommended for survey control.
 LO0092
 LO0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0092.See file dsdata.pdf to determine how the superseded data were derived.
 LO0092
 LO0092_MARKER: DD = SURVEY DISK
 LO0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0092_SP_SET: CULVERT
 LO0092_STAMPING: 7054.5
 LO0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0092
 LO0092  HISTORY     - Date     Condition        Report By
 LO0092  HISTORY     - UNK      MONUMENTED       BPR
 LO0092  HISTORY     - 1959     GOOD             USGS
 LO0092
 LO0092                          STATION DESCRIPTION
 LO0092
 LO0092'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO0092'6.4 MI W FROM FRUITLAND.
 LO0092'IN WASATCH COUNTY, 6.4 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0092'OFFICE AT FRUITLAND, DUCHESNE COUNTY, AT A CONCRETE CULVERT, AND IN
 LO0092'THE TOP OF THE NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS
 LO0092'STANDARD DISK, STAMPED 7054.5.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0429 ***********************************************************************
 KM0429  DESIGNATION -  71 FMK
 KM0429  PID         -  KM0429
 KM0429  STATE/COUNTY-  UT/GRAND
 KM0429  COUNTRY     -  US
 KM0429  USGS QUAD   -  DANISH FLAT (2017)
 KM0429
 KM0429                         *CURRENT SURVEY CONTROL
 KM0429  ______________________________________________________________________
 KM0429* NAD 83(1986) POSITION- 39 04 24.     (N) 109 17 41.     (W)   SCALED
 KM0429* NAVD 88 ORTHO HEIGHT -  1407.032 (meters)     4616.24  (feet) POSTED
 KM0429  ______________________________________________________________________
 KM0429  GEOID HEIGHT    -        -18.814 (meters)                     GEOID18
 KM0429  DYNAMIC HEIGHT  -       1405.67  (meters)     4611.8   (feet) COMP
 KM0429  MODELED GRAVITY -    979,611.6   (mgal)                       NAVD 88
 KM0429
 KM0429  VERT ORDER      -  * POSTED, SEE BELOW
 KM0429
 KM0429.The horizontal coordinates were scaled from a map and have
 KM0429.an estimated accuracy of +/- 6 seconds.
 KM0429
 KM0429.The orthometric height was determined by differential leveling
 KM0429.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0429
 KM0429.* This is a POSTED BENCH MARK height.
 KM0429
 KM0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0429.GEOID18 height accuracy estimate available here.
 KM0429
 KM0429.Click photographs - Photos may exist for this station.
 KM0429
 KM0429.The dynamic height is computed by dividing the NAVD 88
 KM0429.geopotential number by the normal gravity value computed on the
 KM0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0429.degrees latitude (g = 980.6199 gals.).
 KM0429
 KM0429.The modeled gravity was interpolated from observed gravity values.
 KM0429
 KM0429;                    North         East    Units  Estimated Accuracy
 KM0429;SPC UT C     - 2,084,510.      690,820.      MT  (+/- 180 meters Scaled)
 KM0429
 KM0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ475262(NAD 83)
 KM0429
 KM0429                          SUPERSEDED SURVEY CONTROL
 KM0429
 KM0429  NGVD 29 (??/??/92) 1406.01   (m)         4612.9    (f) COMPUTED    2 0
 KM0429
 KM0429.Superseded values are not recommended for survey control.
 KM0429
 KM0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0429.See file dsdata.pdf to determine how the superseded data were derived.
 KM0429
 KM0429_MARKER: DD = SURVEY DISK
 KM0429_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0429_STAMPING: 71 FMK 1969 4613
 KM0429_MARK LOGO: USGS
 KM0429_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0429+SATELLITE: SATELLITE OBSERVATIONS - 1969
 KM0429
 KM0429  HISTORY     - Date     Condition        Report By
 KM0429  HISTORY     - 1969     MONUMENTED       USGS
 KM0429
 KM0429                          STATION DESCRIPTION
 KM0429
 KM0429'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0429'FROM THE POST OFFICE IN CISCO, UTAH, PROCEED 5.6 MILES NORTHEAST
 KM0429'ALONG U. S. HIGHWAYS 6 AND 50, THENCE 2.7 MILES NORTHWEST ALONG
 KM0429'COUNTY ROAD, 95 FEET SOUTHEAST OF A 3-WAY ROAD INTERSECTION, 41 FEET
 KM0429'EAST OF THE CENTERLINE OF THE ROAD, SET ON 10 FEET OF COPPER-COATED
 KM0429'STEEL ROD ENCASED IN 6-INCH CONCRETE PIPE WHICH IS FLUSH WITH THE
 KM0429'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0598 ***********************************************************************
 HN0598  DESIGNATION -  71 WF
 HN0598  PID         -  HN0598
 HN0598  STATE/COUNTY-  UT/GARFIELD
 HN0598  COUNTRY     -  US
 HN0598  USGS QUAD   -  SWEETWATER CREEK (2017)
 HN0598
 HN0598                         *CURRENT SURVEY CONTROL
 HN0598  ______________________________________________________________________
 HN0598* NAD 83(1986) POSITION- 37 49 44.     (N) 111 58 30.     (W)   SCALED
 HN0598* NAVD 88 ORTHO HEIGHT -  2386.574 (meters)     7829.95  (feet) ADJUSTED
 HN0598  ______________________________________________________________________
 HN0598  GEOID HEIGHT    -        -19.291 (meters)                     GEOID18
 HN0598  DYNAMIC HEIGHT  -       2383.574 (meters)     7820.11  (feet) COMP
 HN0598  MODELED GRAVITY -    979,286.1   (mgal)                       NAVD 88
 HN0598
 HN0598  VERT ORDER      -  SECOND    CLASS 0
 HN0598
 HN0598.The horizontal coordinates were scaled from a map and have
 HN0598.an estimated accuracy of +/- 6 seconds.
 HN0598
 HN0598.The orthometric height was determined by differential leveling and
 HN0598.adjusted by the NATIONAL GEODETIC SURVEY
 HN0598.in June 1991.
 HN0598
 HN0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0598.GEOID18 height accuracy estimate available here.
 HN0598
 HN0598.Click photographs - Photos may exist for this station.
 HN0598
 HN0598.The dynamic height is computed by dividing the NAVD 88
 HN0598.geopotential number by the normal gravity value computed on the
 HN0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0598.degrees latitude (g = 980.6199 gals.).
 HN0598
 HN0598.The modeled gravity was interpolated from observed gravity values.
 HN0598
 HN0598;                    North         East    Units  Estimated Accuracy
 HN0598;SPC UT S     - 3,129,090.      458,190.      MT  (+/- 180 meters Scaled)
 HN0598
 HN0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG141872(NAD 83)
 HN0598
 HN0598                          SUPERSEDED SURVEY CONTROL
 HN0598
 HN0598  NGVD 29 (??/??/92) 2385.178  (m)         7825.37   (f) ADJ UNCH    2 0
 HN0598
 HN0598.Superseded values are not recommended for survey control.
 HN0598
 HN0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0598.See file dsdata.pdf to determine how the superseded data were derived.
 HN0598
 HN0598_MARKER: DD = SURVEY DISK
 HN0598_SETTING: 66 = SET IN ROCK OUTCROP
 HN0598_STAMPING: 71 W F 1952 7825
 HN0598_MARK LOGO: USGS
 HN0598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0598+STABILITY: POSITION/ELEVATION WELL
 HN0598
 HN0598  HISTORY     - Date     Condition        Report By
 HN0598  HISTORY     - 1952     MONUMENTED       USGS
 HN0598  HISTORY     - 1963     GOOD             CGS
 HN0598
 HN0598                          STATION DESCRIPTION
 HN0598
 HN0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0598'25.7 MI NW FROM ESCALANTE.
 HN0598'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0598'AT ESCALANTE, THENCE 20.85 MILES NORTHWEST ALONG A DIRT ROAD, AT THE
 HN0598'ENTRANCE TO DIXIE NATIONAL FOREST, IN THE TOP OF AN 8- BY 10-FOOT
 HN0598'CONGLOMERATE OUTCROP WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND, 50
 HN0598'FEET NORTH OF THE CENTER LINE OF THE ROAD, 80 FEET NORTHWEST OF THE
 HN0598'NORTHWEST CORNER OF A CATTLEGUARD, 3.0 FEET NORTHWEST OF A WITNESS
 HN0598'POST, AND ABOUT 15 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0093 ***********************************************************************
 LO0093  DESIGNATION -  7105.9
 LO0093  PID         -  LO0093
 LO0093  STATE/COUNTY-  UT/WASATCH
 LO0093  COUNTRY     -  US
 LO0093  USGS QUAD   -  DEEP CREEK CANYON (2017)
 LO0093
 LO0093                         *CURRENT SURVEY CONTROL
 LO0093  ______________________________________________________________________
 LO0093* NAD 83(1986) POSITION- 40 11 33.     (N) 110 57 10.     (W)   SCALED
 LO0093* NAVD 88 ORTHO HEIGHT -  2168.442 (meters)     7114.30  (feet) ADJUSTED
 LO0093  ______________________________________________________________________
 LO0093  GEOID HEIGHT    -        -15.777 (meters)                     GEOID18
 LO0093  DYNAMIC HEIGHT  -       2166.174 (meters)     7106.86  (feet) COMP
 LO0093  MODELED GRAVITY -    979,502.2   (mgal)                       NAVD 88
 LO0093
 LO0093  VERT ORDER      -  SECOND    CLASS 0
 LO0093
 LO0093.The horizontal coordinates were scaled from a map and have
 LO0093.an estimated accuracy of +/- 6 seconds.
 LO0093
 LO0093.The orthometric height was determined by differential leveling and
 LO0093.adjusted by the NATIONAL GEODETIC SURVEY
 LO0093.in June 1991.
 LO0093
 LO0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0093.GEOID18 height accuracy estimate available here.
 LO0093
 LO0093.Click photographs - Photos may exist for this station.
 LO0093
 LO0093.The dynamic height is computed by dividing the NAVD 88
 LO0093.geopotential number by the normal gravity value computed on the
 LO0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0093.degrees latitude (g = 980.6199 gals.).
 LO0093
 LO0093.The modeled gravity was interpolated from observed gravity values.
 LO0093
 LO0093;                    North         East    Units  Estimated Accuracy
 LO0093;SPC UT C     - 2,206,550.      546,590.      MT  (+/- 180 meters Scaled)
 LO0093
 LO0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK040491(NAD 83)
 LO0093
 LO0093                          SUPERSEDED SURVEY CONTROL
 LO0093
 LO0093  NGVD 29 (??/??/92) 2167.05   (m)         7109.7    (f) COMPUTED    2 0
 LO0093
 LO0093.Superseded values are not recommended for survey control.
 LO0093
 LO0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0093.See file dsdata.pdf to determine how the superseded data were derived.
 LO0093
 LO0093_MARKER: DD = SURVEY DISK
 LO0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0093_SP_SET: CULVERT
 LO0093_STAMPING: 7105.9
 LO0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0093
 LO0093  HISTORY     - Date     Condition        Report By
 LO0093  HISTORY     - UNK      MONUMENTED       BPR
 LO0093  HISTORY     - 1959     MARK NOT FOUND   USGS
 LO0093
 LO0093                          STATION DESCRIPTION
 LO0093
 LO0093'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO0093'6.8 MI W FROM FRUITLAND.
 LO0093'IN WASATCH COUNTY, 6.8 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0093'OFFICE AT FRUITLAND, DUCHESNE COUNTY, AT A CONCRETE CULVERT, AND IN
 LO0093'THE TOP OF THE NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS
 LO0093'STANDARD DISK, STAMPED 7105.9.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0403 ***********************************************************************
 LO0403  DESIGNATION -  7112
 LO0403  PID         -  LO0403
 LO0403  STATE/COUNTY-  UT/WASATCH
 LO0403  COUNTRY     -  US
 LO0403  USGS QUAD   -  TWIN PEAKS (2017)
 LO0403
 LO0403                         *CURRENT SURVEY CONTROL
 LO0403  ______________________________________________________________________
 LO0403* NAD 83(1986) POSITION- 40 20 56.     (N) 111 16 17.     (W)   SCALED
 LO0403* NAVD 88 ORTHO HEIGHT -  2169.882 (meters)     7119.02  (feet) ADJUSTED
 LO0403  ______________________________________________________________________
 LO0403  GEOID HEIGHT    -        -15.356 (meters)                     GEOID18
 LO0403  DYNAMIC HEIGHT  -       2167.676 (meters)     7111.78  (feet) COMP
 LO0403  MODELED GRAVITY -    979,531.0   (mgal)                       NAVD 88
 LO0403
 LO0403  VERT ORDER      -  SECOND    CLASS 0
 LO0403
 LO0403.The horizontal coordinates were scaled from a map and have
 LO0403.an estimated accuracy of +/- 6 seconds.
 LO0403
 LO0403.The orthometric height was determined by differential leveling and
 LO0403.adjusted by the NATIONAL GEODETIC SURVEY
 LO0403.in June 1991.
 LO0403
 LO0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0403.GEOID18 height accuracy estimate available here.
 LO0403
 LO0403.Click photographs - Photos may exist for this station.
 LO0403
 LO0403.The dynamic height is computed by dividing the NAVD 88
 LO0403.geopotential number by the normal gravity value computed on the
 LO0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0403.degrees latitude (g = 980.6199 gals.).
 LO0403
 LO0403.The modeled gravity was interpolated from observed gravity values.
 LO0403
 LO0403;                    North         East    Units  Estimated Accuracy
 LO0403;SPC UT C     - 2,223,790.      519,420.      MT  (+/- 180 meters Scaled)
 LO0403
 LO0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK769665(NAD 83)
 LO0403
 LO0403                          SUPERSEDED SURVEY CONTROL
 LO0403
 LO0403  NGVD 29 (??/??/92) 2168.532  (m)         7114.59   (f) ADJ UNCH    2 0
 LO0403
 LO0403.Superseded values are not recommended for survey control.
 LO0403
 LO0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0403.See file dsdata.pdf to determine how the superseded data were derived.
 LO0403
 LO0403_MARKER: P = PIPE CAP
 LO0403_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0403_STAMPING: 7112
 LO0403_MARK LOGO: USGS
 LO0403_MAGNETIC: P = MARKER IS A STEEL PIPE
 LO0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0403
 LO0403  HISTORY     - Date     Condition        Report By
 LO0403  HISTORY     - 1900     MONUMENTED       USGS
 LO0403  HISTORY     - 1934     GOOD             CGS
 LO0403  HISTORY     - 1964     MARK NOT FOUND   CGS
 LO0403
 LO0403                          STATION DESCRIPTION
 LO0403
 LO0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0403'14.0 MI SE FROM HEBER.
 LO0403'14.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0403'HEBER, WASATCH COUNTY, AND 96 FEET SOUTH OF THE CENTERLINE OF THE
 LO0403'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 7112
 LO0403'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 LO0403
 LO0403                          STATION RECOVERY (1964)
 LO0403
 LO0403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LO0403'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0120 ***********************************************************************
 KN0120  DESIGNATION -  7116
 KN0120  PID         -  KN0120
 KN0120  STATE/COUNTY-  UT/CARBON
 KN0120  COUNTRY     -  US
 KN0120  USGS QUAD   -  PINE CANYON (2017)
 KN0120
 KN0120                         *CURRENT SURVEY CONTROL
 KN0120  ______________________________________________________________________
 KN0120* NAD 83(1986) POSITION- 39 43 55.     (N) 110 36 01.     (W)   SCALED
 KN0120* NAVD 88 ORTHO HEIGHT -  2170.584 (meters)     7121.32  (feet) ADJUSTED
 KN0120  ______________________________________________________________________
 KN0120  GEOID HEIGHT    -        -16.455 (meters)                     GEOID18
 KN0120  DYNAMIC HEIGHT  -       2168.299 (meters)     7113.83  (feet) COMP
 KN0120  MODELED GRAVITY -    979,495.9   (mgal)                       NAVD 88
 KN0120
 KN0120  VERT ORDER      -  SECOND    CLASS 0
 KN0120
 KN0120.The horizontal coordinates were scaled from a map and have
 KN0120.an estimated accuracy of +/- 6 seconds.
 KN0120
 KN0120.The orthometric height was determined by differential leveling and
 KN0120.adjusted by the NATIONAL GEODETIC SURVEY
 KN0120.in June 1991.
 KN0120
 KN0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0120.GEOID18 height accuracy estimate available here.
 KN0120
 KN0120.Click photographs - Photos may exist for this station.
 KN0120
 KN0120.The dynamic height is computed by dividing the NAVD 88
 KN0120.geopotential number by the normal gravity value computed on the
 KN0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0120.degrees latitude (g = 980.6199 gals.).
 KN0120
 KN0120.The modeled gravity was interpolated from observed gravity values.
 KN0120
 KN0120;                    North         East    Units  Estimated Accuracy
 KN0120;SPC UT C     - 2,155,660.      577,120.      MT  (+/- 180 meters Scaled)
 KN0120
 KN0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ342980(NAD 83)
 KN0120
 KN0120                          SUPERSEDED SURVEY CONTROL
 KN0120
 KN0120  NGVD 29 (??/??/92) 2169.324  (m)         7117.19   (f) ADJ UNCH    2 0
 KN0120
 KN0120.Superseded values are not recommended for survey control.
 KN0120
 KN0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0120.See file dsdata.pdf to determine how the superseded data were derived.
 KN0120
 KN0120_MARKER: P = PIPE CAP
 KN0120_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KN0120_STAMPING: 7116 C S
 KN0120_MARK LOGO: USGS
 KN0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0120
 KN0120  HISTORY     - Date     Condition        Report By
 KN0120  HISTORY     - 1912     MONUMENTED       USGS
 KN0120  HISTORY     - 1934     GOOD             CGS
 KN0120
 KN0120                          STATION DESCRIPTION
 KN0120
 KN0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0120'3.9 MI E FROM WELLINGTON.
 KN0120'ABOUT 3.9 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE DENVER AND RIO
 KN0120'GRANDE WESTERN RAILROAD STATION AT WELLINGTON, CARBON COUNTY, THENCE
 KN0120'ABOUT 13.4 MILES NORTHEAST ALONG STATE HIGHWAY 53.  ABOUT 2.6 MILES
 KN0120'NORTH OF THE NINE MILE COAL MINE, ABOUT 200 FEET NORTH OF A BRIDGE,
 KN0120'AND ABOUT 80 FEET WEST OF A CURVE AT A FORK IN THE CANYON.  A UNITED
 KN0120'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 7116 C S AND RIVETED ON
 KN0120'THE TOP OF A 3 1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0402 ***********************************************************************
 LO0402  DESIGNATION -  7125.9
 LO0402  PID         -  LO0402
 LO0402  STATE/COUNTY-  UT/WASATCH
 LO0402  COUNTRY     -  US
 LO0402  USGS QUAD   -  TWIN PEAKS (2017)
 LO0402
 LO0402                         *CURRENT SURVEY CONTROL
 LO0402  ______________________________________________________________________
 LO0402* NAD 83(1986) POSITION- 40 20 56.98   (N) 111 16 12.50   (W)   HD_HELD1
 LO0402* NAVD 88 ORTHO HEIGHT -  2173.630 (meters)     7131.32  (feet) ADJUSTED
 LO0402  ______________________________________________________________________
 LO0402  GEOID HEIGHT    -        -15.352 (meters)                     GEOID18
 LO0402  DYNAMIC HEIGHT  -       2171.418 (meters)     7124.06  (feet) COMP
 LO0402  MODELED GRAVITY -    979,530.1   (mgal)                       NAVD 88
 LO0402
 LO0402  VERT ORDER      -  SECOND    CLASS 0
 LO0402
 LO0402.The horizontal coordinates were determined by differentially corrected
 LO0402.hand held GPS observations or other comparable positioning techniques
 LO0402.and have an estimated accuracy of +/- 3 meters.
 LO0402
 LO0402.The orthometric height was determined by differential leveling and
 LO0402.adjusted by the NATIONAL GEODETIC SURVEY
 LO0402.in June 1991.
 LO0402
 LO0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0402.GEOID18 height accuracy estimate available here.
 LO0402
 LO0402.Click photographs - Photos may exist for this station.
 LO0402
 LO0402.The dynamic height is computed by dividing the NAVD 88
 LO0402.geopotential number by the normal gravity value computed on the
 LO0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0402.degrees latitude (g = 980.6199 gals.).
 LO0402
 LO0402.The modeled gravity was interpolated from observed gravity values.
 LO0402
 LO0402;                    North         East    Units  Estimated Accuracy
 LO0402;SPC UT C     - 2,223,823.4     519,527.2     MT  (+/- 3 meters HH1 GPS) 
 LO0402
 LO0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK7705866546(NAD 83)
 LO0402
 LO0402                          SUPERSEDED SURVEY CONTROL
 LO0402
 LO0402  NGVD 29 (??/??/92) 2172.277  (m)         7126.88   (f) ADJ UNCH    2 0
 LO0402
 LO0402.Superseded values are not recommended for survey control.
 LO0402
 LO0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0402.See file dsdata.pdf to determine how the superseded data were derived.
 LO0402
 LO0402_MARKER: DD = SURVEY DISK
 LO0402_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0402_SP_SET: CULVERT HEADWALL
 LO0402_STAMPING: 7125.9
 LO0402_MARK LOGO: BPR
 LO0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0402+STABILITY: SURFACE MOTION
 LO0402
 LO0402  HISTORY     - Date     Condition        Report By
 LO0402  HISTORY     - UNK      MONUMENTED       BPR
 LO0402  HISTORY     - 1934     GOOD             CGS
 LO0402
 LO0402                          STATION DESCRIPTION
 LO0402
 LO0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0402'14.1 MI SE FROM HEBER.
 LO0402'14.2 MI. SE ALONG U.S. HWY. 40 FROM THE COURTHOUSE IN HEBER, WASATCH
 LO0402'CO., AT ABANDONED STRETCH OLD HWY., AT A CONCRETE CULVERT, IN TOP OF N
 LO0402'HEADWALL, 182 FT. NE OF MAIN HWY., AND 31 FT. SE OF ABANDONED HWY, AND
 LO0402'DIRT ROAD FORK E.  A USBPR STANDARD DISK STAMPED 7125.9.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0276 ***********************************************************************
 LO0276  DESIGNATION -  7126.93
 LO0276  PID         -  LO0276
 LO0276  STATE/COUNTY-  UT/SUMMIT
 LO0276  COUNTRY     -  US
 LO0276  USGS QUAD   -  WOODLAND (2017)
 LO0276
 LO0276                         *CURRENT SURVEY CONTROL
 LO0276  ______________________________________________________________________
 LO0276* NAD 83(1986) POSITION- 40 33 29.     (N) 111 08 31.     (W)   SCALED
 LO0276* NAVD 88 ORTHO HEIGHT -  2174.228 (meters)     7133.28  (feet) ADJUSTED
 LO0276  ______________________________________________________________________
 LO0276  GEOID HEIGHT    -        -14.410 (meters)                     GEOID18
 LO0276  DYNAMIC HEIGHT  -       2172.064 (meters)     7126.18  (feet) COMP
 LO0276  MODELED GRAVITY -    979,551.7   (mgal)                       NAVD 88
 LO0276
 LO0276  VERT ORDER      -  SECOND    CLASS 0
 LO0276
 LO0276.The horizontal coordinates were scaled from a map and have
 LO0276.an estimated accuracy of +/- 6 seconds.
 LO0276
 LO0276.The orthometric height was determined by differential leveling and
 LO0276.adjusted by the NATIONAL GEODETIC SURVEY
 LO0276.in June 1991.
 LO0276
 LO0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0276.GEOID18 height accuracy estimate available here.
 LO0276
 LO0276.Click photographs - Photos may exist for this station.
 LO0276
 LO0276.The dynamic height is computed by dividing the NAVD 88
 LO0276.geopotential number by the normal gravity value computed on the
 LO0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0276.degrees latitude (g = 980.6199 gals.).
 LO0276
 LO0276.The modeled gravity was interpolated from observed gravity values.
 LO0276
 LO0276;                    North         East    Units  Estimated Accuracy
 LO0276;SPC UT N     - 1,025,020.      530,330.      MT  (+/- 180 meters Scaled)
 LO0276
 LO0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK879897(NAD 83)
 LO0276
 LO0276                          SUPERSEDED SURVEY CONTROL
 LO0276
 LO0276  NGVD 29 (??/??/92) 2172.859  (m)         7128.79   (f) ADJ UNCH    2 0
 LO0276
 LO0276.Superseded values are not recommended for survey control.
 LO0276
 LO0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0276.See file dsdata.pdf to determine how the superseded data were derived.
 LO0276
 LO0276_MARKER: DD = SURVEY DISK
 LO0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0276_STAMPING: 7126.93
 LO0276_MARK LOGO: USDA
 LO0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0276+STABILITY: SURFACE MOTION
 LO0276
 LO0276  HISTORY     - Date     Condition        Report By
 LO0276  HISTORY     - UNK      MONUMENTED       USDA
 LO0276  HISTORY     - 1962     GOOD             CGS
 LO0276
 LO0276                          STATION DESCRIPTION
 LO0276
 LO0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0276'9.5 MI SE FROM FRANCIS.
 LO0276'9.5 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0276'HIGHWAY 189 AT FRANCIS, AT THE SOUTHWEST END OF A CURVE, 48 FEET
 LO0276'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.3 FOOT NORTHWEST OF A
 LO0276'FENCE, 0.5 FOOT SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 LO0276'HIGHWAY, AND SET IN THE TOP OF A  CONCRETE POST PROJECTING 0.7 FOOT
 LO0276'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0094 ***********************************************************************
 LO0094  DESIGNATION -  7170.2
 LO0094  PID         -  LO0094
 LO0094  STATE/COUNTY-  UT/WASATCH
 LO0094  COUNTRY     -  US
 LO0094  USGS QUAD   -  DEEP CREEK CANYON (2017)
 LO0094
 LO0094                         *CURRENT SURVEY CONTROL
 LO0094  ______________________________________________________________________
 LO0094* NAD 83(1986) POSITION- 40 11 35.     (N) 110 57 37.     (W)   SCALED
 LO0094* NAVD 88 ORTHO HEIGHT -  2187.988 (meters)     7178.42  (feet) ADJUSTED
 LO0094  ______________________________________________________________________
 LO0094  GEOID HEIGHT    -        -15.768 (meters)                     GEOID18
 LO0094  DYNAMIC HEIGHT  -       2185.702 (meters)     7170.92  (feet) COMP
 LO0094  MODELED GRAVITY -    979,502.6   (mgal)                       NAVD 88
 LO0094
 LO0094  VERT ORDER      -  SECOND    CLASS 0
 LO0094
 LO0094.The horizontal coordinates were scaled from a map and have
 LO0094.an estimated accuracy of +/- 6 seconds.
 LO0094
 LO0094.The orthometric height was determined by differential leveling and
 LO0094.adjusted by the NATIONAL GEODETIC SURVEY
 LO0094.in June 1991.
 LO0094
 LO0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0094.GEOID18 height accuracy estimate available here.
 LO0094
 LO0094.Click photographs - Photos may exist for this station.
 LO0094
 LO0094.The dynamic height is computed by dividing the NAVD 88
 LO0094.geopotential number by the normal gravity value computed on the
 LO0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0094.degrees latitude (g = 980.6199 gals.).
 LO0094
 LO0094.The modeled gravity was interpolated from observed gravity values.
 LO0094
 LO0094;                    North         East    Units  Estimated Accuracy
 LO0094;SPC UT C     - 2,206,600.      545,960.      MT  (+/- 180 meters Scaled)
 LO0094
 LO0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK033491(NAD 83)
 LO0094
 LO0094                          SUPERSEDED SURVEY CONTROL
 LO0094
 LO0094  NGVD 29 (??/??/92) 2186.60   (m)         7173.9    (f) COMPUTED    2 0
 LO0094
 LO0094.Superseded values are not recommended for survey control.
 LO0094
 LO0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0094.See file dsdata.pdf to determine how the superseded data were derived.
 LO0094
 LO0094_MARKER: DD = SURVEY DISK
 LO0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0094_SP_SET: CULVERT
 LO0094_STAMPING: 7170.2
 LO0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0094
 LO0094  HISTORY     - Date     Condition        Report By
 LO0094  HISTORY     - UNK      MONUMENTED       BPR
 LO0094  HISTORY     - 1959     MARK NOT FOUND   USGS
 LO0094
 LO0094                          STATION DESCRIPTION
 LO0094
 LO0094'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO0094'7.3 MI W FROM FRUITLAND.
 LO0094'IN WASATCH COUNTY, 7.3 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0094'OFFICE AT FRUITLAND, DUCHESNE COUNTY, AT A CONCRETE CULVERT, AND IN
 LO0094'THE TOP OF THE NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS
 LO0094'STANDARD DISK, STAMPED 7170.2.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0401 ***********************************************************************
 LO0401  DESIGNATION -  7184.8
 LO0401  PID         -  LO0401
 LO0401  STATE/COUNTY-  UT/WASATCH
 LO0401  COUNTRY     -  US
 LO0401  USGS QUAD   -  TWIN PEAKS (2017)
 LO0401
 LO0401                         *CURRENT SURVEY CONTROL
 LO0401  ______________________________________________________________________
 LO0401* NAD 83(1986) POSITION- 40 20 43.     (N) 111 15 58.     (W)   SCALED
 LO0401* NAVD 88 ORTHO HEIGHT -  2191.578 (meters)     7190.20  (feet) ADJUSTED
 LO0401  ______________________________________________________________________
 LO0401  GEOID HEIGHT    -        -15.352 (meters)                     GEOID18
 LO0401  DYNAMIC HEIGHT  -       2189.346 (meters)     7182.88  (feet) COMP
 LO0401  MODELED GRAVITY -    979,528.0   (mgal)                       NAVD 88
 LO0401
 LO0401  VERT ORDER      -  SECOND    CLASS 0
 LO0401
 LO0401.The horizontal coordinates were scaled from a map and have
 LO0401.an estimated accuracy of +/- 6 seconds.
 LO0401
 LO0401.The orthometric height was determined by differential leveling and
 LO0401.adjusted by the NATIONAL GEODETIC SURVEY
 LO0401.in June 1991.
 LO0401
 LO0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0401.GEOID18 height accuracy estimate available here.
 LO0401
 LO0401.Click photographs - Photos may exist for this station.
 LO0401
 LO0401.The dynamic height is computed by dividing the NAVD 88
 LO0401.geopotential number by the normal gravity value computed on the
 LO0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0401.degrees latitude (g = 980.6199 gals.).
 LO0401
 LO0401.The modeled gravity was interpolated from observed gravity values.
 LO0401
 LO0401;                    North         East    Units  Estimated Accuracy
 LO0401;SPC UT C     - 2,223,390.      519,870.      MT  (+/- 180 meters Scaled)
 LO0401
 LO0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK773661(NAD 83)
 LO0401
 LO0401                          SUPERSEDED SURVEY CONTROL
 LO0401
 LO0401  NGVD 29 (??/??/92) 2190.228  (m)         7185.77   (f) ADJ UNCH    2 0
 LO0401
 LO0401.Superseded values are not recommended for survey control.
 LO0401
 LO0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0401.See file dsdata.pdf to determine how the superseded data were derived.
 LO0401
 LO0401_MARKER: DD = SURVEY DISK
 LO0401_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0401_SP_SET: CULVERT HEADWALL
 LO0401_STAMPING: 7184.8
 LO0401_MARK LOGO: BPR
 LO0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0401+STABILITY: SURFACE MOTION
 LO0401
 LO0401  HISTORY     - Date     Condition        Report By
 LO0401  HISTORY     - UNK      MONUMENTED       BPR
 LO0401  HISTORY     - 1934     GOOD             CGS
 LO0401  HISTORY     - 1967     MARK NOT FOUND   CGS
 LO0401
 LO0401                          STATION DESCRIPTION
 LO0401
 LO0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0401'14.4 MI SE FROM HEBER.
 LO0401'14.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0401'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0401'NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0401'STAMPED 7184.8.
 LO0401
 LO0401                          STATION RECOVERY (1967)
 LO0401
 LO0401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LO0401'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0141 ***********************************************************************
 KN0141  DESIGNATION -  7192
 KN0141  PID         -  KN0141
 KN0141  STATE/COUNTY-  UT/UTAH
 KN0141  COUNTRY     -  US
 KN0141  USGS QUAD   -  COLTON (2017)
 KN0141
 KN0141                         *CURRENT SURVEY CONTROL
 KN0141  ______________________________________________________________________
 KN0141* NAD 83(1986) POSITION- 39 50 50.     (N) 111 00 40.     (W)   SCALED
 KN0141* NAVD 88 ORTHO HEIGHT -  2192.151 (meters)     7192.08  (feet) ADJUSTED
 KN0141  ______________________________________________________________________
 KN0141  GEOID HEIGHT    -        -15.857 (meters)                     GEOID18
 KN0141  DYNAMIC HEIGHT  -       2189.831 (meters)     7184.47  (feet) COMP
 KN0141  MODELED GRAVITY -    979,489.3   (mgal)                       NAVD 88
 KN0141
 KN0141  VERT ORDER      -  FIRST     CLASS II
 KN0141
 KN0141.The horizontal coordinates were scaled from a map and have
 KN0141.an estimated accuracy of +/- 6 seconds.
 KN0141
 KN0141.The orthometric height was determined by differential leveling and
 KN0141.adjusted by the NATIONAL GEODETIC SURVEY
 KN0141.in June 1991.
 KN0141
 KN0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0141.GEOID18 height accuracy estimate available here.
 KN0141
 KN0141.Click photographs - Photos may exist for this station.
 KN0141
 KN0141.The dynamic height is computed by dividing the NAVD 88
 KN0141.geopotential number by the normal gravity value computed on the
 KN0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0141.degrees latitude (g = 980.6199 gals.).
 KN0141
 KN0141.The modeled gravity was interpolated from observed gravity values.
 KN0141
 KN0141;                    North         East    Units  Estimated Accuracy
 KN0141;SPC UT C     - 2,168,180.      541,840.      MT  (+/- 180 meters Scaled)
 KN0141
 KN0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK990108(NAD 83)
 KN0141
 KN0141                          SUPERSEDED SURVEY CONTROL
 KN0141
 KN0141  NGVD 29 (??/??/92) 2190.871  (m)         7187.88   (f) ADJ UNCH    1 2
 KN0141
 KN0141.Superseded values are not recommended for survey control.
 KN0141
 KN0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0141.See file dsdata.pdf to determine how the superseded data were derived.
 KN0141
 KN0141_MARKER: DB = BENCH MARK DISK
 KN0141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0141_SP_SET: BUILDING
 KN0141_STAMPING: 7192 1910 29
 KN0141_MARK LOGO: USGS
 KN0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0141
 KN0141  HISTORY     - Date     Condition        Report By
 KN0141  HISTORY     - 1910     MONUMENTED       USGS
 KN0141  HISTORY     - 1938     POOR             CGS
 KN0141
 KN0141                          STATION DESCRIPTION
 KN0141
 KN0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KN0141'IN COLTON.
 KN0141'AT COLTON, UTAH COUNTY, IN THE SOUTH WALL OF THE PUBLIC-SCHOOL
 KN0141'BUILDING, 3 FEET WEST OF THE MAIN ENTRANCE, AND ABOUT 4 FEET ABOVE THE
 KN0141'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7192
 KN0141'1910 29 AND SET VERTICALLY.  NOTE-- THIS PUBLIC SCHOOL BUILDING IS
 KN0141'BEING DISMANTLED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0146 ***********************************************************************
 JN0146  DESIGNATION -  7195
 JN0146  PID         -  JN0146
 JN0146  STATE/COUNTY-  UT/SEVIER
 JN0146  COUNTRY     -  US
 JN0146  USGS QUAD   -  OLD WOMAN PLATEAU (2017)
 JN0146
 JN0146                         *CURRENT SURVEY CONTROL
 JN0146  ______________________________________________________________________
 JN0146* NAD 83(1986) POSITION- 38 45 22.     (N) 111 25 40.     (W)   SCALED
 JN0146* NAVD 88 ORTHO HEIGHT -  2194.649 (meters)     7200.28  (feet) ADJUSTED
 JN0146  ______________________________________________________________________
 JN0146  GEOID HEIGHT    -        -17.543 (meters)                     GEOID18
 JN0146  DYNAMIC HEIGHT  -       2192.143 (meters)     7192.06  (feet) COMP
 JN0146  MODELED GRAVITY -    979,407.4   (mgal)                       NAVD 88
 JN0146
 JN0146  VERT ORDER      -  SECOND    CLASS 0
 JN0146
 JN0146.The horizontal coordinates were scaled from a map and have
 JN0146.an estimated accuracy of +/- 6 seconds.
 JN0146
 JN0146.The orthometric height was determined by differential leveling and
 JN0146.adjusted by the NATIONAL GEODETIC SURVEY
 JN0146.in June 1991.
 JN0146
 JN0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0146.GEOID18 height accuracy estimate available here.
 JN0146
 JN0146.Click photographs - Photos may exist for this station.
 JN0146
 JN0146.The dynamic height is computed by dividing the NAVD 88
 JN0146.geopotential number by the normal gravity value computed on the
 JN0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0146.degrees latitude (g = 980.6199 gals.).
 JN0146
 JN0146.The modeled gravity was interpolated from observed gravity values.
 JN0146
 JN0146;                    North         East    Units  Estimated Accuracy
 JN0146;SPC UT C     - 2,046,940.      506,280.      MT  (+/- 180 meters Scaled)
 JN0146
 JN0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH628897(NAD 83)
 JN0146
 JN0146                          SUPERSEDED SURVEY CONTROL
 JN0146
 JN0146  NGVD 29 (??/??/92) 2193.317  (m)         7195.91   (f) ADJ UNCH    2 0
 JN0146
 JN0146.Superseded values are not recommended for survey control.
 JN0146
 JN0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0146.See file dsdata.pdf to determine how the superseded data were derived.
 JN0146
 JN0146_MARKER: P = PIPE CAP
 JN0146_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JN0146_STAMPING: 7195
 JN0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0146
 JN0146  HISTORY     - Date     Condition        Report By
 JN0146  HISTORY     - UNK      MONUMENTED       USFS
 JN0146  HISTORY     - 1934     GOOD             CGS
 JN0146
 JN0146                          STATION DESCRIPTION
 JN0146
 JN0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0146'18.3 MI SW FROM EMERY.
 JN0146'IN SEVIER COUNTY, ABOUT 18.3 MILES SOUTHWEST ALONG STATE HIGHWAY 10
 JN0146'FROM THE PUBLIC SCHOOL AT EMERY, EMERY COUNTY, ABOUT 1,000 FEET EAST
 JN0146'OF A FOREST SERVICE BRIDGE AND FENCE, ABOUT 180 FEET WEST OF THE
 JN0146'CROSSING OF A LARGE WASH, AND 12 FEET NORTH OF THE HIGHWAY.  A UNITED
 JN0146'STATES FOREST SERVICE STANDARD CAP, STAMPED 7195 AND RIVETED ON THE
 JN0146'TOP OF AN IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0430 ***********************************************************************
 KM0430  DESIGNATION -  72 FMK
 KM0430  PID         -  KM0430
 KM0430  STATE/COUNTY-  UT/GRAND
 KM0430  COUNTRY     -  US
 KM0430  USGS QUAD   -  DANISH FLAT (2017)
 KM0430
 KM0430                         *CURRENT SURVEY CONTROL
 KM0430  ______________________________________________________________________
 KM0430* NAD 83(1986) POSITION- 39 03 21.     (N) 109 17 35.     (W)   SCALED
 KM0430* NAVD 88 ORTHO HEIGHT -  1395.312 (meters)     4577.79  (feet) POSTED
 KM0430  ______________________________________________________________________
 KM0430  GEOID HEIGHT    -        -18.874 (meters)                     GEOID18
 KM0430  DYNAMIC HEIGHT  -       1393.97  (meters)     4573.4   (feet) COMP
 KM0430  MODELED GRAVITY -    979,615.2   (mgal)                       NAVD 88
 KM0430
 KM0430  VERT ORDER      -  * POSTED, SEE BELOW
 KM0430
 KM0430.The horizontal coordinates were scaled from a map and have
 KM0430.an estimated accuracy of +/- 6 seconds.
 KM0430
 KM0430.The orthometric height was determined by differential leveling
 KM0430.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0430
 KM0430.* This is a POSTED BENCH MARK height.
 KM0430
 KM0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0430.GEOID18 height accuracy estimate available here.
 KM0430
 KM0430.Click photographs - Photos may exist for this station.
 KM0430
 KM0430.The dynamic height is computed by dividing the NAVD 88
 KM0430.geopotential number by the normal gravity value computed on the
 KM0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0430.degrees latitude (g = 980.6199 gals.).
 KM0430
 KM0430.The modeled gravity was interpolated from observed gravity values.
 KM0430
 KM0430;                    North         East    Units  Estimated Accuracy
 KM0430;SPC UT C     - 2,082,570.      691,010.      MT  (+/- 180 meters Scaled)
 KM0430
 KM0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ476243(NAD 83)
 KM0430
 KM0430                          SUPERSEDED SURVEY CONTROL
 KM0430
 KM0430  NGVD 29 (??/??/92) 1394.30   (m)         4574.5    (f) COMPUTED    2 0
 KM0430
 KM0430.Superseded values are not recommended for survey control.
 KM0430
 KM0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0430.See file dsdata.pdf to determine how the superseded data were derived.
 KM0430
 KM0430_MARKER: DD = SURVEY DISK
 KM0430_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0430_STAMPING: 72 FMK 1969 4574
 KM0430_MARK LOGO: USGS
 KM0430_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0430+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2012
 KM0430
 KM0430  HISTORY     - Date     Condition        Report By
 KM0430  HISTORY     - 1969     MONUMENTED       USGS
 KM0430  HISTORY     - 20121105 GOOD             GEOCAC
 KM0430
 KM0430                          STATION DESCRIPTION
 KM0430
 KM0430'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0430'FROM THE POST OFFICE IN CISCO, UTAH, PROCEED 5.6 MILES NORTHEAST
 KM0430'ALONG U. S. HIGHWAYS 6 AND 50, THENCE 1.5 MILES NORTHWEST ALONG
 KM0430'COUNTY ROAD, AT A TELEPHONE LINE AND OLD RAILROAD GRAD CROSSING, 92
 KM0430'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 27 FEET SOUTHEAST OF A
 KM0430'TRACK ROAD, 19.6 FEET EAST OF THE TELEPHONE POLE, WITNESS POST SET
 KM0430'NEAR BENCH MARK, SET ON 10 FEET OF COPPER-COATED STEEL ROD ENCASED IN
 KM0430'6-INCH CONCRETE PIPE WHICH IS FLUSH WITH THE GROUND.
 KM0430
 KM0430                          STATION RECOVERY (2012)
 KM0430
 KM0430'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 KM0430'WITNESS POST TAG IS ON THE GROUND NEAR THE T POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0601 ***********************************************************************
 HN0601  DESIGNATION -  72 WF
 HN0601  PID         -  HN0601
 HN0601  STATE/COUNTY-  UT/GARFIELD
 HN0601  COUNTRY     -  US
 HN0601  USGS QUAD   -  SWEETWATER CREEK (2017)
 HN0601
 HN0601                         *CURRENT SURVEY CONTROL
 HN0601  ______________________________________________________________________
 HN0601* NAD 83(1986) POSITION- 37 49 25.     (N) 111 55 40.     (W)   SCALED
 HN0601* NAVD 88 ORTHO HEIGHT -  2510.298 (meters)     8235.87  (feet) ADJUSTED
 HN0601  ______________________________________________________________________
 HN0601  GEOID HEIGHT    -        -19.249 (meters)                     GEOID18
 HN0601  DYNAMIC HEIGHT  -       2507.077 (meters)     8225.30  (feet) COMP
 HN0601  MODELED GRAVITY -    979,255.0   (mgal)                       NAVD 88
 HN0601
 HN0601  VERT ORDER      -  SECOND    CLASS 0
 HN0601
 HN0601.The horizontal coordinates were scaled from a map and have
 HN0601.an estimated accuracy of +/- 6 seconds.
 HN0601
 HN0601.The orthometric height was determined by differential leveling and
 HN0601.adjusted by the NATIONAL GEODETIC SURVEY
 HN0601.in June 1991.
 HN0601
 HN0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0601.GEOID18 height accuracy estimate available here.
 HN0601
 HN0601.Click photographs - Photos may exist for this station.
 HN0601
 HN0601.The dynamic height is computed by dividing the NAVD 88
 HN0601.geopotential number by the normal gravity value computed on the
 HN0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0601.degrees latitude (g = 980.6199 gals.).
 HN0601
 HN0601.The modeled gravity was interpolated from observed gravity values.
 HN0601
 HN0601;                    North         East    Units  Estimated Accuracy
 HN0601;SPC UT S     - 3,128,490.      462,340.      MT  (+/- 180 meters Scaled)
 HN0601
 HN0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG183866(NAD 83)
 HN0601
 HN0601                          SUPERSEDED SURVEY CONTROL
 HN0601
 HN0601  NGVD 29 (??/??/92) 2508.845  (m)         8231.10   (f) ADJ UNCH    2 0
 HN0601
 HN0601.Superseded values are not recommended for survey control.
 HN0601
 HN0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0601.See file dsdata.pdf to determine how the superseded data were derived.
 HN0601
 HN0601_MARKER: DD = SURVEY DISK
 HN0601_SETTING: 80 = SET IN A BOULDER
 HN0601_STAMPING: 72 WF 1952 8231
 HN0601_MARK LOGO: USGS
 HN0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0601+STABILITY: SURFACE MOTION
 HN0601
 HN0601  HISTORY     - Date     Condition        Report By
 HN0601  HISTORY     - 1952     MONUMENTED       USGS
 HN0601  HISTORY     - 1963     GOOD             CGS
 HN0601
 HN0601                          STATION DESCRIPTION
 HN0601
 HN0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0601'23.0 MI NW FROM ESCALANTE.
 HN0601'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0601'AT ESCALANTE, THENCE 18.15 MILES NORTHWEST ALONG A DIRT ROAD, ON THE
 HN0601'OUTSIDE OF A CURVE, IN THE TOP OF A 2 BY 3-FOOT BOULDER WHICH PROJECTS
 HN0601'0.2 FOOT ABOVE THE GROUND, 90 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HN0601'ROAD, 2.0 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 5 FEET LOWER
 HN0601'THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0400 ***********************************************************************
 LO0400  DESIGNATION -  7221.5
 LO0400  PID         -  LO0400
 LO0400  STATE/COUNTY-  UT/WASATCH
 LO0400  COUNTRY     -  US
 LO0400  USGS QUAD   -  TWIN PEAKS (2017)
 LO0400
 LO0400                         *CURRENT SURVEY CONTROL
 LO0400  ______________________________________________________________________
 LO0400* NAD 83(1986) POSITION- 40 20 32.     (N) 111 15 54.     (W)   SCALED
 LO0400* NAVD 88 ORTHO HEIGHT -  2202.719 (meters)     7226.75  (feet) ADJUSTED
 LO0400  ______________________________________________________________________
 LO0400  GEOID HEIGHT    -        -15.357 (meters)                     GEOID18
 LO0400  DYNAMIC HEIGHT  -       2200.472 (meters)     7219.38  (feet) COMP
 LO0400  MODELED GRAVITY -    979,526.2   (mgal)                       NAVD 88
 LO0400
 LO0400  VERT ORDER      -  SECOND    CLASS 0
 LO0400
 LO0400.The horizontal coordinates were scaled from a map and have
 LO0400.an estimated accuracy of +/- 6 seconds.
 LO0400
 LO0400.The orthometric height was determined by differential leveling and
 LO0400.adjusted by the NATIONAL GEODETIC SURVEY
 LO0400.in June 1991.
 LO0400
 LO0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0400.GEOID18 height accuracy estimate available here.
 LO0400
 LO0400.Click photographs - Photos may exist for this station.
 LO0400
 LO0400.The dynamic height is computed by dividing the NAVD 88
 LO0400.geopotential number by the normal gravity value computed on the
 LO0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0400.degrees latitude (g = 980.6199 gals.).
 LO0400
 LO0400.The modeled gravity was interpolated from observed gravity values.
 LO0400
 LO0400;                    North         East    Units  Estimated Accuracy
 LO0400;SPC UT C     - 2,223,050.      519,970.      MT  (+/- 180 meters Scaled)
 LO0400
 LO0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK774657(NAD 83)
 LO0400
 LO0400                          SUPERSEDED SURVEY CONTROL
 LO0400
 LO0400  NGVD 29 (??/??/92) 2201.366  (m)         7222.32   (f) ADJ UNCH    2 0
 LO0400
 LO0400.Superseded values are not recommended for survey control.
 LO0400
 LO0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0400.See file dsdata.pdf to determine how the superseded data were derived.
 LO0400
 LO0400_MARKER: DD = SURVEY DISK
 LO0400_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0400_SP_SET: CULVERT HEADWALL
 LO0400_STAMPING: 7221.5
 LO0400_MARK LOGO: BPR
 LO0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0400+STABILITY: SURFACE MOTION
 LO0400
 LO0400  HISTORY     - Date     Condition        Report By
 LO0400  HISTORY     - UNK      MONUMENTED       BPR
 LO0400  HISTORY     - 1934     GOOD             CGS
 LO0400  HISTORY     - 1967     MARK NOT FOUND   CGS
 LO0400
 LO0400                          STATION DESCRIPTION
 LO0400
 LO0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0400'14.6 MI SE FROM HEBER.
 LO0400'14.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0400'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0400'NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0400'STAMPED 7221.5.
 LO0400
 LO0400                          STATION RECOVERY (1967)
 LO0400
 LO0400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LO0400'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0095 ***********************************************************************
 LO0095  DESIGNATION -  7228.9
 LO0095  PID         -  LO0095
 LO0095  STATE/COUNTY-  UT/WASATCH
 LO0095  COUNTRY     -  US
 LO0095  USGS QUAD   -  DEEP CREEK CANYON (2017)
 LO0095
 LO0095                         *CURRENT SURVEY CONTROL
 LO0095  ______________________________________________________________________
 LO0095* NAD 83(1986) POSITION- 40 11 57.     (N) 110 58 05.     (W)   SCALED
 LO0095* NAVD 88 ORTHO HEIGHT -  2205.879 (meters)     7237.12  (feet) ADJUSTED
 LO0095  ______________________________________________________________________
 LO0095  GEOID HEIGHT    -        -15.748 (meters)                     GEOID18
 LO0095  DYNAMIC HEIGHT  -       2203.579 (meters)     7229.58  (feet) COMP
 LO0095  MODELED GRAVITY -    979,503.9   (mgal)                       NAVD 88
 LO0095
 LO0095  VERT ORDER      -  SECOND    CLASS 0
 LO0095
 LO0095.The horizontal coordinates were scaled from a map and have
 LO0095.an estimated accuracy of +/- 6 seconds.
 LO0095
 LO0095.The orthometric height was determined by differential leveling and
 LO0095.adjusted by the NATIONAL GEODETIC SURVEY
 LO0095.in June 1991.
 LO0095
 LO0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0095.GEOID18 height accuracy estimate available here.
 LO0095
 LO0095.Click photographs - Photos may exist for this station.
 LO0095
 LO0095.The dynamic height is computed by dividing the NAVD 88
 LO0095.geopotential number by the normal gravity value computed on the
 LO0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0095.degrees latitude (g = 980.6199 gals.).
 LO0095
 LO0095.The modeled gravity was interpolated from observed gravity values.
 LO0095
 LO0095;                    North         East    Units  Estimated Accuracy
 LO0095;SPC UT C     - 2,207,280.      545,290.      MT  (+/- 180 meters Scaled)
 LO0095
 LO0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK027498(NAD 83)
 LO0095
 LO0095                          SUPERSEDED SURVEY CONTROL
 LO0095
 LO0095  NGVD 29 (??/??/92) 2204.50   (m)         7232.6    (f) COMPUTED    2 0
 LO0095
 LO0095.Superseded values are not recommended for survey control.
 LO0095
 LO0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0095.See file dsdata.pdf to determine how the superseded data were derived.
 LO0095
 LO0095_MARKER: DB = BENCH MARK DISK
 LO0095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0095_SP_SET: CULVERT
 LO0095_STAMPING: 7228.9
 LO0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0095
 LO0095  HISTORY     - Date     Condition        Report By
 LO0095  HISTORY     - UNK      MONUMENTED       BPR
 LO0095  HISTORY     - 1959     MARK NOT FOUND   USGS
 LO0095
 LO0095                          STATION DESCRIPTION
 LO0095
 LO0095'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO0095'8.0 MI W FROM FRUITLAND.
 LO0095'IN WASATCH COUNTY, 8.0 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0095'OFFICE AT FRUITLAND, DUCHESNE COUNTY, AT A CONCRETE CULVERT, AND IN
 LO0095'THE TOP OF THE NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS
 LO0095'STANDARD DISK, STAMPED 7228.9.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0026 ***********************************************************************
 HO0026  DESIGNATION -  7257.4
 HO0026  PID         -  HO0026
 HO0026  STATE/COUNTY-  UT/GARFIELD
 HO0026  COUNTRY     -  US
 HO0026  USGS QUAD   -  WILSON PEAK (2017)
 HO0026
 HO0026                         *CURRENT SURVEY CONTROL
 HO0026  ______________________________________________________________________
 HO0026* NAD 83(1986) POSITION- 37 44 40.     (N) 112 18 41.     (W)   SCALED
 HO0026* NAVD 88 ORTHO HEIGHT -  2213.475 (meters)     7262.04  (feet) POSTED
 HO0026  ______________________________________________________________________
 HO0026  GEOID HEIGHT    -        -20.107 (meters)                     GEOID18
 HO0026  DYNAMIC HEIGHT  -       2210.71  (meters)     7253.0   (feet) COMP
 HO0026  MODELED GRAVITY -    979,301.0   (mgal)                       NAVD 88
 HO0026
 HO0026  VERT ORDER      -  * POSTED, SEE BELOW
 HO0026
 HO0026.The horizontal coordinates were scaled from a map and have
 HO0026.an estimated accuracy of +/- 6 seconds.
 HO0026
 HO0026.The orthometric height was determined by differential leveling
 HO0026.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0026
 HO0026.* This is a POSTED BENCH MARK height.
 HO0026
 HO0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0026.GEOID18 height accuracy estimate available here.
 HO0026
 HO0026.Click photographs - Photos may exist for this station.
 HO0026
 HO0026.The dynamic height is computed by dividing the NAVD 88
 HO0026.geopotential number by the normal gravity value computed on the
 HO0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0026.degrees latitude (g = 980.6199 gals.).
 HO0026
 HO0026.The modeled gravity was interpolated from observed gravity values.
 HO0026
 HO0026;                    North         East    Units  Estimated Accuracy
 HO0026;SPC UT S     - 3,119,930.      428,490.      MT  (+/- 180 meters Scaled)
 HO0026
 HO0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG844782(NAD 83)
 HO0026
 HO0026                          SUPERSEDED SURVEY CONTROL
 HO0026
 HO0026  NGVD 29 (??/??/92) 2212.07   (m)         7257.4    (f) COMPUTED    2 0
 HO0026
 HO0026.Superseded values are not recommended for survey control.
 HO0026
 HO0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0026.See file dsdata.pdf to determine how the superseded data were derived.
 HO0026
 HO0026_MARKER: Q = CHISELED SQUARE
 HO0026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HO0026_SP_SET: CULVERT
 HO0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0026
 HO0026  HISTORY     - Date     Condition        Report By
 HO0026  HISTORY     - UNK      MONUMENTED       USGS
 HO0026  HISTORY     - 1934     GOOD             CGS
 HO0026  HISTORY     - 20120612 MARK NOT FOUND   GEOCAC
 HO0026
 HO0026                          STATION DESCRIPTION
 HO0026
 HO0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0026'10.0 MI NW FROM RUBYS INN.
 HO0026'10.0 MILES NORTHWEST ALONG STATE HIGHWAY 12 FROM THE JUNCTION WITH
 HO0026'STATE HIGHWAY 22 AT RUBYS INN, GARFIELD COUNTY, ABOUT 1.4 MILES WEST
 HO0026'OF THE RED CANYON SAWMILL, AT A CONCRETE CULVERT, ON THE CENTER OF THE
 HO0026'TOP OF THE NORTH HEAD WALL, AND 13 FEET NORTH OF THE CENTER LINE OF
 HO0026'THE HIGHWAY.  A CHISELED SQUARE.
 HO0026
 HO0026                          STATION RECOVERY (2012)
 HO0026
 HO0026'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0026'THE CULVERT HEADWALL INTO WHICH THE STATION WAS SET HAS BEEN
 HO0026'REMOVED/DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0399 ***********************************************************************
 LO0399  DESIGNATION -  7260.2
 LO0399  PID         -  LO0399
 LO0399  STATE/COUNTY-  UT/WASATCH
 LO0399  COUNTRY     -  US
 LO0399  USGS QUAD   -  TWIN PEAKS (2017)
 LO0399
 LO0399                         *CURRENT SURVEY CONTROL
 LO0399  ______________________________________________________________________
 LO0399* NAD 83(1986) POSITION- 40 20 15.     (N) 111 15 42.     (W)   SCALED
 LO0399* NAVD 88 ORTHO HEIGHT -  2214.533 (meters)     7265.51  (feet) ADJUSTED
 LO0399  ______________________________________________________________________
 LO0399  GEOID HEIGHT    -        -15.362 (meters)                     GEOID18
 LO0399  DYNAMIC HEIGHT  -       2212.259 (meters)     7258.05  (feet) COMP
 LO0399  MODELED GRAVITY -    979,519.3   (mgal)                       NAVD 88
 LO0399
 LO0399  VERT ORDER      -  SECOND    CLASS 0
 LO0399
 LO0399.The horizontal coordinates were scaled from a map and have
 LO0399.an estimated accuracy of +/- 6 seconds.
 LO0399
 LO0399.The orthometric height was determined by differential leveling and
 LO0399.adjusted by the NATIONAL GEODETIC SURVEY
 LO0399.in June 1991.
 LO0399
 LO0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0399.GEOID18 height accuracy estimate available here.
 LO0399
 LO0399.Click photographs - Photos may exist for this station.
 LO0399
 LO0399.The dynamic height is computed by dividing the NAVD 88
 LO0399.geopotential number by the normal gravity value computed on the
 LO0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0399.degrees latitude (g = 980.6199 gals.).
 LO0399
 LO0399.The modeled gravity was interpolated from observed gravity values.
 LO0399
 LO0399;                    North         East    Units  Estimated Accuracy
 LO0399;SPC UT C     - 2,222,530.      520,250.      MT  (+/- 180 meters Scaled)
 LO0399
 LO0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK777652(NAD 83)
 LO0399
 LO0399                          SUPERSEDED SURVEY CONTROL
 LO0399
 LO0399  NGVD 29 (??/??/92) 2213.165  (m)         7261.03   (f) ADJ UNCH    2 0
 LO0399
 LO0399.Superseded values are not recommended for survey control.
 LO0399
 LO0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0399.See file dsdata.pdf to determine how the superseded data were derived.
 LO0399
 LO0399_MARKER: DD = SURVEY DISK
 LO0399_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0399_SP_SET: CULVERT HEADWALL
 LO0399_STAMPING: 7260.2
 LO0399_MARK LOGO: BPR
 LO0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0399+STABILITY: SURFACE MOTION
 LO0399
 LO0399  HISTORY     - Date     Condition        Report By
 LO0399  HISTORY     - UNK      MONUMENTED       BPR
 LO0399  HISTORY     - 1934     GOOD             CGS
 LO0399  HISTORY     - 1967     MARK NOT FOUND   CGS
 LO0399
 LO0399                          STATION DESCRIPTION
 LO0399
 LO0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0399'15.1 MI SE FROM HEBER.
 LO0399'15.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0399'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0399'NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0399'STAMPED 7260.2.
 LO0399
 LO0399                          STATION RECOVERY (1967)
 LO0399
 LO0399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LO0399'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0364 ***********************************************************************
 LO0364  DESIGNATION -  7290.3
 LO0364  PID         -  LO0364
 LO0364  STATE/COUNTY-  UT/WASATCH
 LO0364  COUNTRY     -  US
 LO0364  USGS QUAD   -  DEEP CREEK CANYON (2017)
 LO0364
 LO0364                         *CURRENT SURVEY CONTROL
 LO0364  ______________________________________________________________________
 LO0364* NAD 83(1986) POSITION- 40 12 16.     (N) 110 58 22.     (W)   SCALED
 LO0364* NAVD 88 ORTHO HEIGHT -  2224.583 (meters)     7298.49  (feet) ADJUSTED
 LO0364  ______________________________________________________________________
 LO0364  GEOID HEIGHT    -        -15.730 (meters)                     GEOID18
 LO0364  DYNAMIC HEIGHT  -       2222.269 (meters)     7290.89  (feet) COMP
 LO0364  MODELED GRAVITY -    979,505.6   (mgal)                       NAVD 88
 LO0364
 LO0364  VERT ORDER      -  SECOND    CLASS 0
 LO0364
 LO0364.The horizontal coordinates were scaled from a map and have
 LO0364.an estimated accuracy of +/- 6 seconds.
 LO0364
 LO0364.The orthometric height was determined by differential leveling and
 LO0364.adjusted by the NATIONAL GEODETIC SURVEY
 LO0364.in June 1991.
 LO0364
 LO0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0364.GEOID18 height accuracy estimate available here.
 LO0364
 LO0364.Click photographs - Photos may exist for this station.
 LO0364
 LO0364.The dynamic height is computed by dividing the NAVD 88
 LO0364.geopotential number by the normal gravity value computed on the
 LO0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0364.degrees latitude (g = 980.6199 gals.).
 LO0364
 LO0364.The modeled gravity was interpolated from observed gravity values.
 LO0364
 LO0364;                    North         East    Units  Estimated Accuracy
 LO0364;SPC UT C     - 2,207,860.      544,880.      MT  (+/- 180 meters Scaled)
 LO0364
 LO0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK023504(NAD 83)
 LO0364
 LO0364                          SUPERSEDED SURVEY CONTROL
 LO0364
 LO0364  NGVD 29 (??/??/92) 2223.208  (m)         7293.97   (f) ADJ UNCH    2 0
 LO0364
 LO0364.Superseded values are not recommended for survey control.
 LO0364
 LO0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0364.See file dsdata.pdf to determine how the superseded data were derived.
 LO0364
 LO0364_MARKER: DD = SURVEY DISK
 LO0364_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0364_SP_SET: CULVERT HEADWALL
 LO0364_STAMPING: 7290.3
 LO0364_MARK LOGO: BPR
 LO0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0364+STABILITY: SURFACE MOTION
 LO0364
 LO0364  HISTORY     - Date     Condition        Report By
 LO0364  HISTORY     - UNK      MONUMENTED       BPR
 LO0364  HISTORY     - 1959     MARK NOT FOUND   USGS
 LO0364
 LO0364                          STATION DESCRIPTION
 LO0364
 LO0364'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO0364'8.4 MI W FROM FRUITLAND.
 LO0364'IN WASATCH, 8.4 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 LO0364'AT FRUITLAND, DUCHESNE COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP
 LO0364'OF THE NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS
 LO0364'STANDARD DISK, STAMPED 7290.3.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0431 ***********************************************************************
 KM0431  DESIGNATION -  73 FMK
 KM0431  PID         -  KM0431
 KM0431  STATE/COUNTY-  UT/GRAND
 KM0431  COUNTRY     -  US
 KM0431  USGS QUAD   -  DANISH FLAT (2017)
 KM0431
 KM0431                         *CURRENT SURVEY CONTROL
 KM0431  ______________________________________________________________________
 KM0431* NAD 83(1986) POSITION- 39 02 13.     (N) 109 16 57.     (W)   SCALED
 KM0431* NAVD 88 ORTHO HEIGHT -  1370.833 (meters)     4497.47  (feet) POSTED
 KM0431  ______________________________________________________________________
 KM0431  GEOID HEIGHT    -        -18.907 (meters)                     GEOID18
 KM0431  DYNAMIC HEIGHT  -       1369.52  (meters)     4493.2   (feet) COMP
 KM0431  MODELED GRAVITY -    979,620.0   (mgal)                       NAVD 88
 KM0431
 KM0431  VERT ORDER      -  * POSTED, SEE BELOW
 KM0431
 KM0431.The horizontal coordinates were scaled from a map and have
 KM0431.an estimated accuracy of +/- 6 seconds.
 KM0431
 KM0431.The orthometric height was determined by differential leveling
 KM0431.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0431
 KM0431.* This is a POSTED BENCH MARK height.
 KM0431
 KM0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0431.GEOID18 height accuracy estimate available here.
 KM0431
 KM0431.Click photographs - Photos may exist for this station.
 KM0431
 KM0431.The dynamic height is computed by dividing the NAVD 88
 KM0431.geopotential number by the normal gravity value computed on the
 KM0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0431.degrees latitude (g = 980.6199 gals.).
 KM0431
 KM0431.The modeled gravity was interpolated from observed gravity values.
 KM0431
 KM0431;                    North         East    Units  Estimated Accuracy
 KM0431;SPC UT C     - 2,080,500.      691,970.      MT  (+/- 180 meters Scaled)
 KM0431
 KM0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ486222(NAD 83)
 KM0431
 KM0431                          SUPERSEDED SURVEY CONTROL
 KM0431
 KM0431  NGVD 29 (??/??/92) 1369.83   (m)         4494.2    (f) COMPUTED    2 0
 KM0431
 KM0431.Superseded values are not recommended for survey control.
 KM0431
 KM0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0431.See file dsdata.pdf to determine how the superseded data were derived.
 KM0431
 KM0431_MARKER: DD = SURVEY DISK
 KM0431_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0431_STAMPING: 73 FMK 1969 4494
 KM0431_MARK LOGO: USGS
 KM0431_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KM0431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0431+SATELLITE: SATELLITE OBSERVATIONS - 1969
 KM0431
 KM0431  HISTORY     - Date     Condition        Report By
 KM0431  HISTORY     - 1969     MONUMENTED       USGS
 KM0431  HISTORY     - 20121105 MARK NOT FOUND   GEOCAC
 KM0431
 KM0431                          STATION DESCRIPTION
 KM0431
 KM0431'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0431'FROM THE POST OFFICE IN CISCO, UTAH, PROCEED 5.6 MILES NORTHEAST
 KM0431'ALONG U. S. HIGHWAYS 6 AND 50 TO INTERSECTION OF A T-ROAD NORTH
 KM0431'ACROSS I-70, 123 FEET EAST OF THE CENTERLINE OF AN OFF RAMP ROAD, 108
 KM0431'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, SET 8 INCHES LOWER THAN
 KM0431'ROAD GRADE IN THE NORTHWEST BASE OF A CONCRETE CATTLEGUARD.
 KM0431
 KM0431                          STATION RECOVERY (2012)
 KM0431
 KM0431'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 KM0431'THE CATTLE GUARD BASE APPEARS TO BE METAL AND WOULD NOT BE A PROPER
 KM0431'SETTING FOR A TEN FT COPPER-CLAD STEEL ROD W/O SLEEVE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0603 ***********************************************************************
 HN0603  DESIGNATION -  73 WF
 HN0603  PID         -  HN0603
 HN0603  STATE/COUNTY-  UT/GARFIELD
 HN0603  COUNTRY     -  US
 HN0603  USGS QUAD   -  SWEETWATER CREEK (2017)
 HN0603
 HN0603                         *CURRENT SURVEY CONTROL
 HN0603  ______________________________________________________________________
 HN0603* NAD 83(1986) POSITION- 37 49 32.     (N) 111 53 47.     (W)   SCALED
 HN0603* NAVD 88 ORTHO HEIGHT -  2649.622 (meters)     8692.97  (feet) ADJUSTED
 HN0603  ______________________________________________________________________
 HN0603  GEOID HEIGHT    -        -19.192 (meters)                     GEOID18
 HN0603  DYNAMIC HEIGHT  -       2646.137 (meters)     8681.53  (feet) COMP
 HN0603  MODELED GRAVITY -    979,217.8   (mgal)                       NAVD 88
 HN0603
 HN0603  VERT ORDER      -  SECOND    CLASS 0
 HN0603
 HN0603.The horizontal coordinates were scaled from a map and have
 HN0603.an estimated accuracy of +/- 6 seconds.
 HN0603
 HN0603.The orthometric height was determined by differential leveling and
 HN0603.adjusted by the NATIONAL GEODETIC SURVEY
 HN0603.in June 1991.
 HN0603
 HN0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0603.GEOID18 height accuracy estimate available here.
 HN0603
 HN0603.Click photographs - Photos may exist for this station.
 HN0603
 HN0603.The dynamic height is computed by dividing the NAVD 88
 HN0603.geopotential number by the normal gravity value computed on the
 HN0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0603.degrees latitude (g = 980.6199 gals.).
 HN0603
 HN0603.The modeled gravity was interpolated from observed gravity values.
 HN0603
 HN0603;                    North         East    Units  Estimated Accuracy
 HN0603;SPC UT S     - 3,128,690.      465,100.      MT  (+/- 180 meters Scaled)
 HN0603
 HN0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG211868(NAD 83)
 HN0603
 HN0603                          SUPERSEDED SURVEY CONTROL
 HN0603
 HN0603  NGVD 29 (??/??/92) 2648.099  (m)         8687.97   (f) ADJ UNCH    2 0
 HN0603
 HN0603.Superseded values are not recommended for survey control.
 HN0603
 HN0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0603.See file dsdata.pdf to determine how the superseded data were derived.
 HN0603
 HN0603_MARKER: DD = SURVEY DISK
 HN0603_SETTING: 66 = SET IN ROCK OUTCROP
 HN0603_STAMPING: 73 WF 1952 8688
 HN0603_MARK LOGO: USGS
 HN0603_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0603+STABILITY: POSITION/ELEVATION WELL
 HN0603
 HN0603  HISTORY     - Date     Condition        Report By
 HN0603  HISTORY     - 1952     MONUMENTED       USGS
 HN0603  HISTORY     - 1963     GOOD             CGS
 HN0603
 HN0603                          STATION DESCRIPTION
 HN0603
 HN0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0603'21.3 MI NW FROM ESCALANTE.
 HN0603'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0603'AT ESCALANTE, THENCE 16.45 MILES NORTHWEST ALONG A DIRT ROAD, AT THE
 HN0603'EAST EDGE OF A GRASSY FLAT, IN THE TOP OF A SMALL OUTCROP, 39 FEET
 HN0603'SOUTH OF THE CENTER LINE OF THE ROAD, 3.5 FEET SOUTHWEST OF A WITNESS
 HN0603'POST, AND ABOUT 5 FEET LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0025 ***********************************************************************
 HO0025  DESIGNATION -  7336.5
 HO0025  PID         -  HO0025
 HO0025  STATE/COUNTY-  UT/GARFIELD
 HO0025  COUNTRY     -  US
 HO0025  USGS QUAD   -  WILSON PEAK (2017)
 HO0025
 HO0025                         *CURRENT SURVEY CONTROL
 HO0025  ______________________________________________________________________
 HO0025* NAD 83(1986) POSITION- 37 44 42.     (N) 112 18 09.     (W)   SCALED
 HO0025* NAVD 88 ORTHO HEIGHT -  2237.479 (meters)     7340.80  (feet) POSTED
 HO0025  ______________________________________________________________________
 HO0025  GEOID HEIGHT    -        -20.083 (meters)                     GEOID18
 HO0025  DYNAMIC HEIGHT  -       2234.68  (meters)     7331.6   (feet) COMP
 HO0025  MODELED GRAVITY -    979,297.5   (mgal)                       NAVD 88
 HO0025
 HO0025  VERT ORDER      -  * POSTED, SEE BELOW
 HO0025
 HO0025.The horizontal coordinates were scaled from a map and have
 HO0025.an estimated accuracy of +/- 6 seconds.
 HO0025
 HO0025.The orthometric height was determined by differential leveling
 HO0025.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0025
 HO0025.* This is a POSTED BENCH MARK height.
 HO0025
 HO0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0025.GEOID18 height accuracy estimate available here.
 HO0025
 HO0025.Click photographs - Photos may exist for this station.
 HO0025
 HO0025.The dynamic height is computed by dividing the NAVD 88
 HO0025.geopotential number by the normal gravity value computed on the
 HO0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0025.degrees latitude (g = 980.6199 gals.).
 HO0025
 HO0025.The modeled gravity was interpolated from observed gravity values.
 HO0025
 HO0025;                    North         East    Units  Estimated Accuracy
 HO0025;SPC UT S     - 3,119,980.      429,280.      MT  (+/- 180 meters Scaled)
 HO0025
 HO0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG852783(NAD 83)
 HO0025
 HO0025                          SUPERSEDED SURVEY CONTROL
 HO0025
 HO0025  NGVD 29 (??/??/92) 2236.07   (m)         7336.2    (f) COMPUTED    2 0
 HO0025
 HO0025.Superseded values are not recommended for survey control.
 HO0025
 HO0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0025.See file dsdata.pdf to determine how the superseded data were derived.
 HO0025
 HO0025_MARKER: Q = CHISELED SQUARE
 HO0025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HO0025_SP_SET: ABUTMENT
 HO0025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0025
 HO0025  HISTORY     - Date     Condition        Report By
 HO0025  HISTORY     - UNK      MONUMENTED       USGS
 HO0025  HISTORY     - 1934     GOOD             CGS
 HO0025
 HO0025                          STATION DESCRIPTION
 HO0025
 HO0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0025'9.5 MI NW FROM RUBYS INN.
 HO0025'9.5 MILES NORTHWEST ALONG STATE HIGHWAY 12 FROM THE JUNCTION WITH
 HO0025'STATE HIGHWAY 22 AT RUBYS INN, GARFIELD COUNTY, ABOUT 1 MILE WEST OF
 HO0025'THE RED CANYON SAWMILL, AT A CONCRETE BRIDGE OVER A DRAIN, AND ON THE
 HO0025'TOP OF THE CONCRETE ABUTMENT.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0365 ***********************************************************************
 LO0365  DESIGNATION -  7353.7
 LO0365  PID         -  LO0365
 LO0365  STATE/COUNTY-  UT/WASATCH
 LO0365  COUNTRY     -  US
 LO0365  USGS QUAD   -  DEEP CREEK CANYON (2017)
 LO0365
 LO0365                         *CURRENT SURVEY CONTROL
 LO0365  ______________________________________________________________________
 LO0365* NAD 83(1986) POSITION- 40 12 12.     (N) 110 58 53.     (W)   SCALED
 LO0365* NAVD 88 ORTHO HEIGHT -  2243.898 (meters)     7361.86  (feet) ADJUSTED
 LO0365  ______________________________________________________________________
 LO0365  GEOID HEIGHT    -        -15.720 (meters)                     GEOID18
 LO0365  DYNAMIC HEIGHT  -       2241.555 (meters)     7354.17  (feet) COMP
 LO0365  MODELED GRAVITY -    979,500.6   (mgal)                       NAVD 88
 LO0365
 LO0365  VERT ORDER      -  SECOND    CLASS 0
 LO0365
 LO0365.The horizontal coordinates were scaled from a map and have
 LO0365.an estimated accuracy of +/- 6 seconds.
 LO0365
 LO0365.The orthometric height was determined by differential leveling and
 LO0365.adjusted by the NATIONAL GEODETIC SURVEY
 LO0365.in June 1991.
 LO0365
 LO0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0365.GEOID18 height accuracy estimate available here.
 LO0365
 LO0365.Click photographs - Photos may exist for this station.
 LO0365
 LO0365.The dynamic height is computed by dividing the NAVD 88
 LO0365.geopotential number by the normal gravity value computed on the
 LO0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0365.degrees latitude (g = 980.6199 gals.).
 LO0365
 LO0365.The modeled gravity was interpolated from observed gravity values.
 LO0365
 LO0365;                    North         East    Units  Estimated Accuracy
 LO0365;SPC UT C     - 2,207,740.      544,150.      MT  (+/- 180 meters Scaled)
 LO0365
 LO0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK015503(NAD 83)
 LO0365
 LO0365                          SUPERSEDED SURVEY CONTROL
 LO0365
 LO0365  NGVD 29 (??/??/92) 2242.517  (m)         7357.32   (f) ADJ UNCH    2 0
 LO0365
 LO0365.Superseded values are not recommended for survey control.
 LO0365
 LO0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0365.See file dsdata.pdf to determine how the superseded data were derived.
 LO0365
 LO0365_MARKER: DD = SURVEY DISK
 LO0365_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LO0365_SP_SET: CULVERT
 LO0365_STAMPING: 7353.7
 LO0365_MARK LOGO: BPR
 LO0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0365
 LO0365  HISTORY     - Date     Condition        Report By
 LO0365  HISTORY     - UNK      MONUMENTED       BPR
 LO0365  HISTORY     - 1959     MARK NOT FOUND   USGS
 LO0365
 LO0365                          STATION DESCRIPTION
 LO0365
 LO0365'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO0365'9.0 MI W FROM FRUITLAND.
 LO0365'IN WASATCH COUNTY, 9.0 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0365'OFFICE AT FRUITLAND, DUCHESNE COUNTY, AT A CONCRETE CULVERT, AND IN
 LO0365'THE TOP OF THE NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS
 LO0365'STANDARD DISK, STAMPED 7353.7.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0398 ***********************************************************************
 LO0398  DESIGNATION -  7390.6
 LO0398  PID         -  LO0398
 LO0398  STATE/COUNTY-  UT/WASATCH
 LO0398  COUNTRY     -  US
 LO0398  USGS QUAD   -  TWIN PEAKS (2017)
 LO0398
 LO0398                         *CURRENT SURVEY CONTROL
 LO0398  ______________________________________________________________________
 LO0398* NAD 83(1986) POSITION- 40 19 54.     (N) 111 15 40.     (W)   SCALED
 LO0398* NAVD 88 ORTHO HEIGHT -  2254.255 (meters)     7395.83  (feet) ADJUSTED
 LO0398  ______________________________________________________________________
 LO0398  GEOID HEIGHT    -        -15.377 (meters)                     GEOID18
 LO0398  DYNAMIC HEIGHT  -       2251.935 (meters)     7388.22  (feet) COMP
 LO0398  MODELED GRAVITY -    979,514.9   (mgal)                       NAVD 88
 LO0398
 LO0398  VERT ORDER      -  SECOND    CLASS 0
 LO0398
 LO0398.The horizontal coordinates were scaled from a map and have
 LO0398.an estimated accuracy of +/- 6 seconds.
 LO0398
 LO0398.The orthometric height was determined by differential leveling and
 LO0398.adjusted by the NATIONAL GEODETIC SURVEY
 LO0398.in June 1991.
 LO0398
 LO0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0398.GEOID18 height accuracy estimate available here.
 LO0398
 LO0398.Click photographs - Photos may exist for this station.
 LO0398
 LO0398.The dynamic height is computed by dividing the NAVD 88
 LO0398.geopotential number by the normal gravity value computed on the
 LO0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0398.degrees latitude (g = 980.6199 gals.).
 LO0398
 LO0398.The modeled gravity was interpolated from observed gravity values.
 LO0398
 LO0398;                    North         East    Units  Estimated Accuracy
 LO0398;SPC UT C     - 2,221,880.      520,300.      MT  (+/- 180 meters Scaled)
 LO0398
 LO0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK778646(NAD 83)
 LO0398
 LO0398                          SUPERSEDED SURVEY CONTROL
 LO0398
 LO0398  NGVD 29 (??/??/92) 2252.885  (m)         7391.34   (f) ADJ UNCH    2 0
 LO0398
 LO0398.Superseded values are not recommended for survey control.
 LO0398
 LO0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0398.See file dsdata.pdf to determine how the superseded data were derived.
 LO0398
 LO0398_MARKER: DD = SURVEY DISK
 LO0398_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0398_SP_SET: CULVERT HEADWALL
 LO0398_STAMPING: 7390.6
 LO0398_MARK LOGO: BPR
 LO0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0398+STABILITY: SURFACE MOTION
 LO0398
 LO0398  HISTORY     - Date     Condition        Report By
 LO0398  HISTORY     - UNK      MONUMENTED       BPR
 LO0398  HISTORY     - 1934     GOOD             CGS
 LO0398  HISTORY     - 1967     MARK NOT FOUND   CGS
 LO0398
 LO0398                          STATION DESCRIPTION
 LO0398
 LO0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0398'15.4 MI SE FROM HEBER.
 LO0398'15.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0398'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0398'NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0398'STAMPED 7390.6.
 LO0398
 LO0398                          STATION RECOVERY (1967)
 LO0398
 LO0398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LO0398'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0366 ***********************************************************************
 LO0366  DESIGNATION -  7390.9
 LO0366  PID         -  LO0366
 LO0366  STATE/COUNTY-  UT/WASATCH
 LO0366  COUNTRY     -  US
 LO0366  USGS QUAD   -  DEEP CREEK CANYON (2017)
 LO0366
 LO0366                         *CURRENT SURVEY CONTROL
 LO0366  ______________________________________________________________________
 LO0366* NAD 83(1986) POSITION- 40 12 02.     (N) 110 59 20.     (W)   SCALED
 LO0366* NAVD 88 ORTHO HEIGHT -  2255.245 (meters)     7399.08  (feet) ADJUSTED
 LO0366  ______________________________________________________________________
 LO0366  GEOID HEIGHT    -        -15.717 (meters)                     GEOID18
 LO0366  DYNAMIC HEIGHT  -       2252.879 (meters)     7391.32  (feet) COMP
 LO0366  MODELED GRAVITY -    979,495.5   (mgal)                       NAVD 88
 LO0366
 LO0366  VERT ORDER      -  SECOND    CLASS 0
 LO0366
 LO0366.The horizontal coordinates were scaled from a map and have
 LO0366.an estimated accuracy of +/- 6 seconds.
 LO0366
 LO0366.The orthometric height was determined by differential leveling and
 LO0366.adjusted by the NATIONAL GEODETIC SURVEY
 LO0366.in June 1991.
 LO0366
 LO0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0366.GEOID18 height accuracy estimate available here.
 LO0366
 LO0366.Click photographs - Photos may exist for this station.
 LO0366
 LO0366.The dynamic height is computed by dividing the NAVD 88
 LO0366.geopotential number by the normal gravity value computed on the
 LO0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0366.degrees latitude (g = 980.6199 gals.).
 LO0366
 LO0366.The modeled gravity was interpolated from observed gravity values.
 LO0366
 LO0366;                    North         East    Units  Estimated Accuracy
 LO0366;SPC UT C     - 2,207,420.      543,510.      MT  (+/- 180 meters Scaled)
 LO0366
 LO0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK009500(NAD 83)
 LO0366
 LO0366                          SUPERSEDED SURVEY CONTROL
 LO0366
 LO0366  NGVD 29 (??/??/92) 2253.853  (m)         7394.52   (f) ADJ UNCH    2 0
 LO0366
 LO0366.Superseded values are not recommended for survey control.
 LO0366
 LO0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0366.See file dsdata.pdf to determine how the superseded data were derived.
 LO0366
 LO0366_MARKER: DD = SURVEY DISK
 LO0366_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0366_SP_SET: CULVERT HEADWALL
 LO0366_STAMPING: 7390.9
 LO0366_MARK LOGO: BPR
 LO0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0366+STABILITY: SURFACE MOTION
 LO0366
 LO0366  HISTORY     - Date     Condition        Report By
 LO0366  HISTORY     - UNK      MONUMENTED       BPR
 LO0366  HISTORY     - 1959     MARK NOT FOUND   USGS
 LO0366
 LO0366                          STATION DESCRIPTION
 LO0366
 LO0366'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO0366'9.5 MI W FROM FRUITLAND.
 LO0366'IN WASATCH COUNTY, 9.5 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0366'OFFICE AT FRUITLAND, DUCHESNE COUNTY, AT A CONCRETE CULVERT, AND IN
 LO0366'THE TOP OF THE NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS
 LO0366'STANDARD DISK, STAMPED 7390.9.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0432 ***********************************************************************
 KM0432  DESIGNATION -  74 FMK
 KM0432  PID         -  KM0432
 KM0432  STATE/COUNTY-  UT/GRAND
 KM0432  COUNTRY     -  US
 KM0432  USGS QUAD   -  DANISH FLAT (2017)
 KM0432
 KM0432                         *CURRENT SURVEY CONTROL
 KM0432  ______________________________________________________________________
 KM0432* NAD 83(1986) POSITION- 39 01 13.     (N) 109 17 16.     (W)   SCALED
 KM0432* NAVD 88 ORTHO HEIGHT -  1363.543 (meters)     4473.56  (feet) POSTED
 KM0432  ______________________________________________________________________
 KM0432  GEOID HEIGHT    -        -18.985 (meters)                     GEOID18
 KM0432  DYNAMIC HEIGHT  -       1362.23  (meters)     4469.2   (feet) COMP
 KM0432  MODELED GRAVITY -    979,620.5   (mgal)                       NAVD 88
 KM0432
 KM0432  VERT ORDER      -  * POSTED, SEE BELOW
 KM0432
 KM0432.The horizontal coordinates were scaled from a map and have
 KM0432.an estimated accuracy of +/- 6 seconds.
 KM0432
 KM0432.The orthometric height was determined by differential leveling
 KM0432.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0432
 KM0432.* This is a POSTED BENCH MARK height.
 KM0432
 KM0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0432.GEOID18 height accuracy estimate available here.
 KM0432
 KM0432.Click photographs - Photos may exist for this station.
 KM0432
 KM0432.The dynamic height is computed by dividing the NAVD 88
 KM0432.geopotential number by the normal gravity value computed on the
 KM0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0432.degrees latitude (g = 980.6199 gals.).
 KM0432
 KM0432.The modeled gravity was interpolated from observed gravity values.
 KM0432
 KM0432;                    North         East    Units  Estimated Accuracy
 KM0432;SPC UT C     - 2,078,630.      691,560.      MT  (+/- 180 meters Scaled)
 KM0432
 KM0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ482204(NAD 83)
 KM0432
 KM0432                          SUPERSEDED SURVEY CONTROL
 KM0432
 KM0432  NGVD 29 (??/??/92) 1362.54   (m)         4470.3    (f) COMPUTED    2 0
 KM0432
 KM0432.Superseded values are not recommended for survey control.
 KM0432
 KM0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0432.See file dsdata.pdf to determine how the superseded data were derived.
 KM0432
 KM0432_MARKER: DD = SURVEY DISK
 KM0432_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0432_STAMPING: 74 FMK 1969 4470
 KM0432_MARK LOGO: USGS
 KM0432_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0432+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2009
 KM0432
 KM0432  HISTORY     - Date     Condition        Report By
 KM0432  HISTORY     - 1969     MONUMENTED       USGS
 KM0432  HISTORY     - 20040918 GOOD             NGS
 KM0432  HISTORY     - 20090523 GOOD             GEOCAC
 KM0432
 KM0432                          STATION DESCRIPTION
 KM0432
 KM0432'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0432'FROM THE POST OFFICE IN CISCO, UTAH, PROCEED 4.3 MILES NORTHEAST
 KM0432'ALONG U. S. HIGHWAYS 6 AND 50, 0.2 MILES NORTHEAST OF A DRAIN AND
 KM0432'ON A SMALL TOP, 64 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7
 KM0432'FEET HIGHER THAN THE ROAD, WITNESS POST SET NEAR BENCH MARK, SET ON
 KM0432'10 FEET OF COPPER-COATED STEEL ROD ENCASED IN A 6-INCH CONCRETE PIPE
 KM0432'WHICH IS FLUSH WITH THE GROUND.
 KM0432
 KM0432                          STATION RECOVERY (2004)
 KM0432
 KM0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 KM0432'ROAD IS NO LONGER US 6 AND 50, BUT DOES CONNECT I-70 EXIT 212 WITH
 KM0432'CISCO AND UT 128.  CONCRETE COLLAR IS EXPOSED ABOUT 4 INCHES.  WITNESS
 KM0432'POST HAS NO SIGN.
 KM0432
 KM0432                          STATION RECOVERY (2009)
 KM0432
 KM0432'RECOVERY NOTE BY GEOCACHING 2009 (WS)
 KM0432'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0605 ***********************************************************************
 HN0605  DESIGNATION -  74 WF
 HN0605  PID         -  HN0605
 HN0605  STATE/COUNTY-  UT/GARFIELD
 HN0605  COUNTRY     -  US
 HN0605  USGS QUAD   -  SWEETWATER CREEK (2017)
 HN0605
 HN0605                         *CURRENT SURVEY CONTROL
 HN0605  ______________________________________________________________________
 HN0605* NAD 83(1986) POSITION- 37 49 31.     (N) 111 52 57.     (W)   SCALED
 HN0605* NAVD 88 ORTHO HEIGHT -  2836.911 (meters)     9307.43  (feet) ADJUSTED
 HN0605  ______________________________________________________________________
 HN0605  GEOID HEIGHT    -        -19.190 (meters)                     GEOID18
 HN0605  DYNAMIC HEIGHT  -       2833.099 (meters)     9294.93  (feet) COMP
 HN0605  MODELED GRAVITY -    979,182.2   (mgal)                       NAVD 88
 HN0605
 HN0605  VERT ORDER      -  SECOND    CLASS 0
 HN0605
 HN0605.The horizontal coordinates were scaled from a map and have
 HN0605.an estimated accuracy of +/- 6 seconds.
 HN0605
 HN0605.The orthometric height was determined by differential leveling and
 HN0605.adjusted by the NATIONAL GEODETIC SURVEY
 HN0605.in June 1991.
 HN0605
 HN0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0605.GEOID18 height accuracy estimate available here.
 HN0605
 HN0605.Click photographs - Photos may exist for this station.
 HN0605
 HN0605.The dynamic height is computed by dividing the NAVD 88
 HN0605.geopotential number by the normal gravity value computed on the
 HN0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0605.degrees latitude (g = 980.6199 gals.).
 HN0605
 HN0605.The modeled gravity was interpolated from observed gravity values.
 HN0605
 HN0605;                    North         East    Units  Estimated Accuracy
 HN0605;SPC UT S     - 3,128,660.      466,330.      MT  (+/- 180 meters Scaled)
 HN0605
 HN0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG223867(NAD 83)
 HN0605
 HN0605                          SUPERSEDED SURVEY CONTROL
 HN0605
 HN0605  NGVD 29 (??/??/92) 2835.330  (m)         9302.25   (f) ADJ UNCH    2 0
 HN0605
 HN0605.Superseded values are not recommended for survey control.
 HN0605
 HN0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0605.See file dsdata.pdf to determine how the superseded data were derived.
 HN0605
 HN0605_MARKER: DD = SURVEY DISK
 HN0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0605_STAMPING: 74 WF 1952 9302
 HN0605_MARK LOGO: USGS
 HN0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0605+STABILITY: SURFACE MOTION
 HN0605
 HN0605  HISTORY     - Date     Condition        Report By
 HN0605  HISTORY     - 1952     MONUMENTED       USGS
 HN0605  HISTORY     - 1963     GOOD             CGS
 HN0605
 HN0605                          STATION DESCRIPTION
 HN0605
 HN0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0605'19.65 MI NW FROM ESCALANTE.
 HN0605'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0605'AT ESCALANTE, THENCE 14.8 MILES NORTHWEST ALONG A DIRT ROAD, AT THE
 HN0605'SUMMIT OF A PASS, AT THE INTERSECTION OF A LOGGING ROAD, 78 FEET
 HN0605'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD MEASURED FROM THE
 HN0605'CENTER OF THE INTERSECTION, 75 FEET NORTHWEST OF A 30-INCH BLAZED PINE
 HN0605'TREE BEARING SIGNS BARNEY TOP 4 RIFFIN TOP 3, 33 FEET WEST OF THE
 HN0605'CENTER LINE OF THE ROAD LEADING SOUTH, 2.2 FEET WEST OF A WITNESS
 HN0605'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HN0605'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0519 ***********************************************************************
 KN0519  DESIGNATION -  7453
 KN0519  PID         -  KN0519
 KN0519  STATE/COUNTY-  UT/CARBON
 KN0519  COUNTRY     -  US
 KN0519  USGS QUAD   -  MATTS SUMMIT (2017)
 KN0519
 KN0519                         *CURRENT SURVEY CONTROL
 KN0519  ______________________________________________________________________
 KN0519* NAD 83(1994) POSITION- 39 48 07.87708(N) 110 51 11.88011(W)   ADJUSTED
 KN0519* NAVD 88 ORTHO HEIGHT -  2273.2   (meters)     7458.    (feet) VERTCON3
 KN0519  ______________________________________________________________________
 KN0519  GEOID HEIGHT    -        -15.935 (meters)                     GEOID18
 KN0519  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 KN0519  HORZ ORDER      -  THIRD
 KN0519  VERT ORDER      -  THIRD ? (See Below)
 KN0519
 KN0519.The horizontal coordinates were established by classical geodetic methods
 KN0519.and adjusted by the National Geodetic Survey in November 1997.
 KN0519
 KN0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0519
 KN0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0519.GEOID18 height accuracy estimate available here.
 KN0519
 KN0519.The vertical order pertains to the NGVD 29 superseded value.
 KN0519
 KN0519.Click photographs - Photos may exist for this station.
 KN0519
 KN0519.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0519
 KN0519. The following values were computed from the NAD 83(1994) position.
 KN0519
 KN0519;                    North         East     Units Scale Factor Converg.
 KN0519;SPC UT C     - 2,163,270.137   555,377.149   MT  0.99989898   +0 24 51.3
 KN0519;SPC UT C     - 7,097,328.77  1,822,099.86   sFT  0.99989898   +0 24 51.3
 KN0519;UTM  12      - 4,405,812.697   512,558.326   MT  0.99960194   +0 05 38.1
 KN0519
 KN0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0519!SPC UT C     -   0.99964600  x   0.99989898  =   0.99954502
 KN0519!UTM  12      -   0.99964600  x   0.99960194  =   0.99924808
 KN0519
 KN0519:                Primary Azimuth Mark                     Grid Az
 KN0519:SPC UT C     -  FORD                                     238 46 23.1
 KN0519:UTM  12      -  FORD                                     239 05 36.3
 KN0519
 KN0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK1255805812(NAD 83)
 KN0519
 KN0519|---------------------------------------------------------------------|
 KN0519| PID    Reference Object                     Distance      Geod. Az  |
 KN0519|                                                           dddmmss.s |
 KN0519| KN0520 FORD                                APPROX.10.6 KM 2391114.4 |
 KN0519|---------------------------------------------------------------------|
 KN0519
 KN0519                          SUPERSEDED SURVEY CONTROL
 KN0519
 KN0519  NAD 83(1993)-  39 48 07.87658(N)    110 51 11.87632(W) AD(       ) 3
 KN0519  NAD 83(1986)-  39 48 07.86652(N)    110 51 11.87355(W) AD(       ) 3
 KN0519  NAD 27      -  39 48 08.00468(N)    110 51 09.30141(W) AD(       ) 3
 KN0519
 KN0519.Superseded values are not recommended for survey control.
 KN0519
 KN0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0519.See file dsdata.pdf to determine how the superseded data were derived.
 KN0519
 KN0519_MARKER: P = PIPE CAP
 KN0519_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KN0519_STAMPING: 7453 CS
 KN0519_MARK LOGO: USGS
 KN0519_PROJECTION: PROJECTING 37 CENTIMETERS
 KN0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0519
 KN0519  HISTORY     - Date     Condition        Report By
 KN0519  HISTORY     - 1912     MONUMENTED       USGS
 KN0519
 KN0519                          STATION DESCRIPTION
 KN0519
 KN0519'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 KN0519'7.5 MI. N. FROM THE UTAH POWER CO. PLANT AT CASTLEGATE, UTAH, ALONG
 KN0519'STATE HIGHWAY 33, 3.7 MI. W. OF RD. FORK OF STATE HIGHWAY 33 AND
 KN0519'DETOUR OF U.S. HIGHWAYS 6 AND 50, LEFT AT RD. FORK 500 FT., THENCE
 KN0519'W. 100 FT. FROM RD. TO SUMMIT, AT MATTS SUMMIT, STANDARD IRON POST
 KN0519'WITH BRONZE CAP STAMPED ---7453 CS---.
 KN0519'
 KN0519'STATION MARK--A 3 IN. PIPE WITH A BRASS BENCH MARK CAP, STAMPED
 KN0519'---7453 CS---, PROJECTING 1.2 FT. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0435 ***********************************************************************
 LO0435  DESIGNATION -  7459.55
 LO0435  PID         -  LO0435
 LO0435  STATE/COUNTY-  UT/UTAH
 LO0435  COUNTRY     -  US
 LO0435  USGS QUAD   -  TWO TOM HILL (2017)
 LO0435
 LO0435                         *CURRENT SURVEY CONTROL
 LO0435  ______________________________________________________________________
 LO0435* NAD 83(1986) POSITION- 40 09 40.     (N) 111 15 00.     (W)   SCALED
 LO0435* NAVD 88 ORTHO HEIGHT -  2275.733 (meters)     7466.30  (feet) ADJUSTED
 LO0435  ______________________________________________________________________
 LO0435  GEOID HEIGHT    -        -15.807 (meters)                     GEOID18
 LO0435  DYNAMIC HEIGHT  -       2273.373 (meters)     7458.56  (feet) COMP
 LO0435  MODELED GRAVITY -    979,506.8   (mgal)                       NAVD 88
 LO0435
 LO0435  VERT ORDER      -  SECOND    CLASS 0
 LO0435
 LO0435.The horizontal coordinates were scaled from a map and have
 LO0435.an estimated accuracy of +/- 6 seconds.
 LO0435
 LO0435.The orthometric height was determined by differential leveling and
 LO0435.adjusted by the NATIONAL GEODETIC SURVEY
 LO0435.in June 1991.
 LO0435
 LO0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0435.GEOID18 height accuracy estimate available here.
 LO0435
 LO0435.Click photographs - Photos may exist for this station.
 LO0435
 LO0435.The dynamic height is computed by dividing the NAVD 88
 LO0435.geopotential number by the normal gravity value computed on the
 LO0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0435.degrees latitude (g = 980.6199 gals.).
 LO0435
 LO0435.The modeled gravity was interpolated from observed gravity values.
 LO0435
 LO0435;                    North         East    Units  Estimated Accuracy
 LO0435;SPC UT C     - 2,202,950.      521,300.      MT  (+/- 180 meters Scaled)
 LO0435
 LO0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK787456(NAD 83)
 LO0435
 LO0435                          SUPERSEDED SURVEY CONTROL
 LO0435
 LO0435  NGVD 29 (??/??/92) 2274.414  (m)         7461.97   (f) ADJ UNCH    2 0
 LO0435
 LO0435.Superseded values are not recommended for survey control.
 LO0435
 LO0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0435.See file dsdata.pdf to determine how the superseded data were derived.
 LO0435
 LO0435_MARKER: DD = SURVEY DISK
 LO0435_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0435_SP_SET: WEIR
 LO0435_STAMPING: 7459.55
 LO0435_MARK LOGO: BOR
 LO0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0435+STABILITY: SURFACE MOTION
 LO0435
 LO0435  HISTORY     - Date     Condition        Report By
 LO0435  HISTORY     - UNK      MONUMENTED       BOR
 LO0435  HISTORY     - 1934     GOOD             CGS
 LO0435  HISTORY     - 1964     MARK NOT FOUND   CGS
 LO0435
 LO0435                          STATION DESCRIPTION
 LO0435
 LO0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0435'22.8 MI W FROM FRUITLAND.
 LO0435'IN UTAH COUNTY, 22.8 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0435'OFFICE AT FRUITLAND, DUCHESNE COUNTY, THENCE 11.7 MILES SOUTH ALONG
 LO0435'THE ROAD LEADING TO THISTLE.  AT THE WEST PORTAL OF THE STRAWBERRY
 LO0435'RESERVOIR TUNNEL, AND IN THE TOP OF THE NORTH SIDE AT THE WEST END OF
 LO0435'A WEIR.  A UNITED STATES RECLAMATION SERVICE STANDARD DISK, STAMPED
 LO0435'7459.55.
 LO0435
 LO0435                          STATION RECOVERY (1964)
 LO0435
 LO0435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LO0435'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0145 ***********************************************************************
 JN0145  DESIGNATION -  7462
 JN0145  PID         -  JN0145
 JN0145  STATE/COUNTY-  UT/SEVIER
 JN0145  COUNTRY     -  US
 JN0145  USGS QUAD   -  OLD WOMAN PLATEAU (2017)
 JN0145
 JN0145                         *CURRENT SURVEY CONTROL
 JN0145  ______________________________________________________________________
 JN0145* NAD 83(1986) POSITION- 38 45 36.     (N) 111 27 12.     (W)   SCALED
 JN0145* NAVD 88 ORTHO HEIGHT -  2276.315 (meters)     7468.21  (feet) ADJUSTED
 JN0145  ______________________________________________________________________
 JN0145  GEOID HEIGHT    -        -17.455 (meters)                     GEOID18
 JN0145  DYNAMIC HEIGHT  -       2273.671 (meters)     7459.54  (feet) COMP
 JN0145  MODELED GRAVITY -    979,384.6   (mgal)                       NAVD 88
 JN0145
 JN0145  VERT ORDER      -  SECOND    CLASS 0
 JN0145
 JN0145.The horizontal coordinates were scaled from a map and have
 JN0145.an estimated accuracy of +/- 6 seconds.
 JN0145
 JN0145.The orthometric height was determined by differential leveling and
 JN0145.adjusted by the NATIONAL GEODETIC SURVEY
 JN0145.in June 1991.
 JN0145
 JN0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0145.GEOID18 height accuracy estimate available here.
 JN0145
 JN0145.Click photographs - Photos may exist for this station.
 JN0145
 JN0145.The dynamic height is computed by dividing the NAVD 88
 JN0145.geopotential number by the normal gravity value computed on the
 JN0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0145.degrees latitude (g = 980.6199 gals.).
 JN0145
 JN0145.The modeled gravity was interpolated from observed gravity values.
 JN0145
 JN0145;                    North         East    Units  Estimated Accuracy
 JN0145;SPC UT C     - 2,047,370.      504,060.      MT  (+/- 180 meters Scaled)
 JN0145
 JN0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH606902(NAD 83)
 JN0145
 JN0145                          SUPERSEDED SURVEY CONTROL
 JN0145
 JN0145  NGVD 29 (??/??/92) 2274.938  (m)         7463.69   (f) ADJ UNCH    2 0
 JN0145
 JN0145.Superseded values are not recommended for survey control.
 JN0145
 JN0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0145.See file dsdata.pdf to determine how the superseded data were derived.
 JN0145
 JN0145_MARKER: P = PIPE CAP
 JN0145_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JN0145_STAMPING: 7462 1923 19 W
 JN0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0145
 JN0145  HISTORY     - Date     Condition        Report By
 JN0145  HISTORY     - 1923     MONUMENTED       USGS
 JN0145  HISTORY     - 1934     GOOD             CGS
 JN0145
 JN0145                          STATION DESCRIPTION
 JN0145
 JN0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0145'19.7 MI SW FROM EMERY.
 JN0145'IN SEVIER COUNTY, ABOUT 19.7 MILES SOUTHWEST ALONG STATE HIGHWAY 10
 JN0145'FROM THE PUBLIC SCHOOL AT EMERY, EMERY COUNTY, ABOUT 500 FEET WEST OF
 JN0145'THE BRIDGE OVER RED CREEK, AND 20 FEET NORTH OF THE CENTER LINE OF THE
 JN0145'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 7462
 JN0145'1923 19 W AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0367 ***********************************************************************
 LO0367  DESIGNATION -  7472.6
 LO0367  PID         -  LO0367
 LO0367  STATE/COUNTY-  UT/WASATCH
 LO0367  COUNTRY     -  US
 LO0367  USGS QUAD   -  STRAWBERRY RESERVOIR NE (2017)
 LO0367
 LO0367                         *CURRENT SURVEY CONTROL
 LO0367  ______________________________________________________________________
 LO0367* NAD 83(1986) POSITION- 40 11 49.     (N) 111 00 16.     (W)   SCALED
 LO0367* NAVD 88 ORTHO HEIGHT -  2280.133 (meters)     7480.74  (feet) ADJUSTED
 LO0367  ______________________________________________________________________
 LO0367  GEOID HEIGHT    -        -15.709 (meters)                     GEOID18
 LO0367  DYNAMIC HEIGHT  -       2277.727 (meters)     7472.84  (feet) COMP
 LO0367  MODELED GRAVITY -    979,488.5   (mgal)                       NAVD 88
 LO0367
 LO0367  VERT ORDER      -  SECOND    CLASS 0
 LO0367
 LO0367.The horizontal coordinates were scaled from a map and have
 LO0367.an estimated accuracy of +/- 6 seconds.
 LO0367
 LO0367.The orthometric height was determined by differential leveling and
 LO0367.adjusted by the NATIONAL GEODETIC SURVEY
 LO0367.in June 1991.
 LO0367
 LO0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0367.GEOID18 height accuracy estimate available here.
 LO0367
 LO0367.Click photographs - Photos may exist for this station.
 LO0367
 LO0367.The dynamic height is computed by dividing the NAVD 88
 LO0367.geopotential number by the normal gravity value computed on the
 LO0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0367.degrees latitude (g = 980.6199 gals.).
 LO0367
 LO0367.The modeled gravity was interpolated from observed gravity values.
 LO0367
 LO0367;                    North         East    Units  Estimated Accuracy
 LO0367;SPC UT C     - 2,207,010.      542,190.      MT  (+/- 180 meters Scaled)
 LO0367
 LO0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK996496(NAD 83)
 LO0367
 LO0367                          SUPERSEDED SURVEY CONTROL
 LO0367
 LO0367  NGVD 29 (??/??/92) 2278.728  (m)         7476.13   (f) ADJ UNCH    2 0
 LO0367
 LO0367.Superseded values are not recommended for survey control.
 LO0367
 LO0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0367.See file dsdata.pdf to determine how the superseded data were derived.
 LO0367
 LO0367_MARKER: DD = SURVEY DISK
 LO0367_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0367_SP_SET: CULVERT HEADWALL
 LO0367_STAMPING: 7472.6
 LO0367_MARK LOGO: BPR
 LO0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0367+STABILITY: SURFACE MOTION
 LO0367
 LO0367  HISTORY     - Date     Condition        Report By
 LO0367  HISTORY     - UNK      MONUMENTED       BPR
 LO0367  HISTORY     - 1959     MARK NOT FOUND   USGS
 LO0367
 LO0367                          STATION DESCRIPTION
 LO0367
 LO0367'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO0367'10.5 MI W FROM FRUITLAND.
 LO0367'IN WASATCH COUNTY, 10.5 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0367'OFFICE AT FRUITLAND, DUCHESNE COUNTY, AT A CONCRETE CULVERT, AND IN
 LO0367'THE TOP OF THE NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS
 LO0367'STANDARD DISK, STAMPED 7472.6.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0024 ***********************************************************************
 HO0024  DESIGNATION -  7473.4
 HO0024  PID         -  HO0024
 HO0024  STATE/COUNTY-  UT/GARFIELD
 HO0024  COUNTRY     -  US
 HO0024  USGS QUAD   -  WILSON PEAK (2017)
 HO0024
 HO0024                         *CURRENT SURVEY CONTROL
 HO0024  ______________________________________________________________________
 HO0024* NAD 83(1986) POSITION- 37 44 13.     (N) 112 17 21.     (W)   SCALED
 HO0024* NAVD 88 ORTHO HEIGHT -  2279.242 (meters)     7477.81  (feet) POSTED
 HO0024  ______________________________________________________________________
 HO0024  GEOID HEIGHT    -        -20.067 (meters)                     GEOID18
 HO0024  DYNAMIC HEIGHT  -       2276.37  (meters)     7468.4   (feet) COMP
 HO0024  MODELED GRAVITY -    979,289.3   (mgal)                       NAVD 88
 HO0024
 HO0024  VERT ORDER      -  * POSTED, SEE BELOW
 HO0024
 HO0024.The horizontal coordinates were scaled from a map and have
 HO0024.an estimated accuracy of +/- 6 seconds.
 HO0024
 HO0024.The orthometric height was determined by differential leveling
 HO0024.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0024
 HO0024.* This is a POSTED BENCH MARK height.
 HO0024
 HO0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0024.GEOID18 height accuracy estimate available here.
 HO0024
 HO0024.Click photographs - Photos may exist for this station.
 HO0024
 HO0024.The dynamic height is computed by dividing the NAVD 88
 HO0024.geopotential number by the normal gravity value computed on the
 HO0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0024.degrees latitude (g = 980.6199 gals.).
 HO0024
 HO0024.The modeled gravity was interpolated from observed gravity values.
 HO0024
 HO0024;                    North         East    Units  Estimated Accuracy
 HO0024;SPC UT S     - 3,119,080.      430,440.      MT  (+/- 180 meters Scaled)
 HO0024
 HO0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG864774(NAD 83)
 HO0024
 HO0024                          SUPERSEDED SURVEY CONTROL
 HO0024
 HO0024  NGVD 29 (??/??/92) 2277.82   (m)         7473.1    (f) COMPUTED    2 0
 HO0024
 HO0024.Superseded values are not recommended for survey control.
 HO0024
 HO0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0024.See file dsdata.pdf to determine how the superseded data were derived.
 HO0024
 HO0024_MARKER: Q = CHISELED SQUARE
 HO0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HO0024_SP_SET: ABUTMENT
 HO0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0024
 HO0024  HISTORY     - Date     Condition        Report By
 HO0024  HISTORY     - UNK      MONUMENTED       USGS
 HO0024  HISTORY     - 1934     GOOD             CGS
 HO0024
 HO0024                          STATION DESCRIPTION
 HO0024
 HO0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0024'8.5 MI NW FROM RUBYS INN.
 HO0024'8.5 MILES NORTHWEST ALONG STATE HIGHWAY 12 FROM THE JUNCTION WITH
 HO0024'STATE HIGHWAY 22 AT RUBYS INN, GARFIELD COUNTY, JUST NORTH OF THE RED
 HO0024'CANYON SAWMILL, AT A CONCRETE BRIDGE OVER A DRAIN, AND ON THE TOP OF
 HO0024'THE SOUTHEAST ABUTMENT.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0156 ***********************************************************************
 KN0156  DESIGNATION -  7498
 KN0156  PID         -  KN0156
 KN0156  STATE/COUNTY-  UT/CARBON
 KN0156  COUNTRY     -  US
 KN0156  USGS QUAD   -  COLTON (2017)
 KN0156
 KN0156                         *CURRENT SURVEY CONTROL
 KN0156  ______________________________________________________________________
 KN0156* NAD 83(1986) POSITION- 39 46 41.     (N) 111 03 42.     (W)   SCALED
 KN0156* NAVD 88 ORTHO HEIGHT -  2286.666 (meters)     7502.17  (feet) ADJUSTED
 KN0156  ______________________________________________________________________
 KN0156  GEOID HEIGHT    -        -15.843 (meters)                     GEOID18
 KN0156  DYNAMIC HEIGHT  -       2284.169 (meters)     7493.98  (feet) COMP
 KN0156  MODELED GRAVITY -    979,452.4   (mgal)                       NAVD 88
 KN0156
 KN0156  VERT ORDER      -  SECOND    CLASS 0
 KN0156
 KN0156.The horizontal coordinates were scaled from a map and have
 KN0156.an estimated accuracy of +/- 6 seconds.
 KN0156
 KN0156.The orthometric height was determined by differential leveling and
 KN0156.adjusted by the NATIONAL GEODETIC SURVEY
 KN0156.in June 1991.
 KN0156
 KN0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0156.GEOID18 height accuracy estimate available here.
 KN0156
 KN0156.Click photographs - Photos may exist for this station.
 KN0156
 KN0156.The dynamic height is computed by dividing the NAVD 88
 KN0156.geopotential number by the normal gravity value computed on the
 KN0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0156.degrees latitude (g = 980.6199 gals.).
 KN0156
 KN0156.The modeled gravity was interpolated from observed gravity values.
 KN0156
 KN0156;                    North         East    Units  Estimated Accuracy
 KN0156;SPC UT C     - 2,160,480.      537,550.      MT  (+/- 180 meters Scaled)
 KN0156
 KN0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK947031(NAD 83)
 KN0156
 KN0156                          SUPERSEDED SURVEY CONTROL
 KN0156
 KN0156  NGVD 29 (??/??/92) 2285.325  (m)         7497.77   (f) ADJ UNCH    2 0
 KN0156
 KN0156.Superseded values are not recommended for survey control.
 KN0156
 KN0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0156.See file dsdata.pdf to determine how the superseded data were derived.
 KN0156
 KN0156_MARKER: DD = SURVEY DISK
 KN0156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0156_SP_SET: ABUTMENT
 KN0156_STAMPING: 7498
 KN0156_MARK LOGO: USGS
 KN0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0156
 KN0156  HISTORY     - Date     Condition        Report By
 KN0156  HISTORY     - UNK      MONUMENTED       USGS
 KN0156  HISTORY     - 1935     GOOD             CGS
 KN0156
 KN0156                          STATION DESCRIPTION
 KN0156
 KN0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0156'6.5 MI SW FROM COLTON.
 KN0156'IN CARBON COUNTY, ABOUT 6.5 MILES SOUTHWEST ALONG THE DENVER AND RIO
 KN0156'GRANDE WESTERN RAILROAD FROM COLTON, UTAH COUNTY, ON A RAILROAD SPUR
 KN0156'LEADING TO CLEAR CREEK MINES, AT BRIDGE 6A OVER FISH CREEK, AND IN THE
 KN0156'TOP OF THE SOUTHWEST CORNER OF THE CONCRETE ABUTMENT.  A UNITED STATES
 KN0156'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7498.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0433 ***********************************************************************
 KM0433  DESIGNATION -  75 FMK
 KM0433  PID         -  KM0433
 KM0433  STATE/COUNTY-  UT/GRAND
 KM0433  COUNTRY     -  US
 KM0433  USGS QUAD   -  DANISH FLAT (2017)
 KM0433
 KM0433                         *CURRENT SURVEY CONTROL
 KM0433  ______________________________________________________________________
 KM0433* NAD 83(1986) POSITION- 39 00 07.     (N) 109 17 39.     (W)   SCALED
 KM0433* NAVD 88 ORTHO HEIGHT -  1339.633 (meters)     4395.11  (feet) POSTED
 KM0433  ______________________________________________________________________
 KM0433  GEOID HEIGHT    -        -19.083 (meters)                     GEOID18
 KM0433  DYNAMIC HEIGHT  -       1338.34  (meters)     4390.9   (feet) COMP
 KM0433  MODELED GRAVITY -    979,617.7   (mgal)                       NAVD 88
 KM0433
 KM0433  VERT ORDER      -  * POSTED, SEE BELOW
 KM0433
 KM0433.The horizontal coordinates were scaled from a map and have
 KM0433.an estimated accuracy of +/- 6 seconds.
 KM0433
 KM0433.The orthometric height was determined by differential leveling
 KM0433.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0433
 KM0433.* This is a POSTED BENCH MARK height.
 KM0433
 KM0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0433.GEOID18 height accuracy estimate available here.
 KM0433
 KM0433.Click photographs - Photos may exist for this station.
 KM0433
 KM0433.The dynamic height is computed by dividing the NAVD 88
 KM0433.geopotential number by the normal gravity value computed on the
 KM0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0433.degrees latitude (g = 980.6199 gals.).
 KM0433
 KM0433.The modeled gravity was interpolated from observed gravity values.
 KM0433
 KM0433;                    North         East    Units  Estimated Accuracy
 KM0433;SPC UT C     - 2,076,590.      691,060.      MT  (+/- 180 meters Scaled)
 KM0433
 KM0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ477183(NAD 83)
 KM0433
 KM0433                          SUPERSEDED SURVEY CONTROL
 KM0433
 KM0433  NGVD 29 (??/??/92) 1338.62   (m)         4391.8    (f) COMPUTED    2 0
 KM0433
 KM0433.Superseded values are not recommended for survey control.
 KM0433
 KM0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0433.See file dsdata.pdf to determine how the superseded data were derived.
 KM0433
 KM0433_MARKER: DD = SURVEY DISK
 KM0433_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0433_STAMPING: 4392 75 FMK 1969
 KM0433_MARK LOGO: USGS
 KM0433_PROJECTION: FLUSH
 KM0433_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0433+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2011
 KM0433
 KM0433  HISTORY     - Date     Condition        Report By
 KM0433  HISTORY     - 1969     MONUMENTED       USGS
 KM0433  HISTORY     - 20090523 GOOD             GEOCAC
 KM0433  HISTORY     - 20110920 GOOD             GEOCAC
 KM0433
 KM0433                          STATION DESCRIPTION
 KM0433
 KM0433'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0433'FROM THE POST OFFICE IN CISCO, UTAH, PROCEED 3.0 MILES NORTHEAST
 KM0433'ALONG U. S. HIGHWAYS 6 AND 50, OPPOSITE TRACK ROAD EAST, 110 FEET
 KM0433'WEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET HIGHER THAN A ROAD,
 KM0433'WITNESS POST SET NEAR BENCH MARK, SET ON 10 FEET OF COPPER-COATED
 KM0433'STEEL ROD ENCASED IN A 6-INCH CONCRETE PIPE WHICH IS FLUSH WITH THE
 KM0433'GROUND.
 KM0433
 KM0433                          STATION RECOVERY (2009)
 KM0433
 KM0433'RECOVERY NOTE BY GEOCACHING 2009 (WS)
 KM0433'RECOVERED IN GOOD CONDITION.
 KM0433
 KM0433                          STATION RECOVERY (2011)
 KM0433
 KM0433'RECOVERY NOTE BY GEOCACHING 2011 (MFM)
 KM0433'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0608 ***********************************************************************
 HN0608  DESIGNATION -  75 WF
 HN0608  PID         -  HN0608
 HN0608  STATE/COUNTY-  UT/GARFIELD
 HN0608  COUNTRY     -  US
 HN0608  USGS QUAD   -  GRIFFIN POINT (2017)
 HN0608
 HN0608                         *CURRENT SURVEY CONTROL
 HN0608  ______________________________________________________________________
 HN0608* NAD 83(1986) POSITION- 37 50 25.     (N) 111 51 54.     (W)   SCALED
 HN0608* NAVD 88 ORTHO HEIGHT -  2619.464 (meters)     8594.02  (feet) ADJUSTED
 HN0608  ______________________________________________________________________
 HN0608  GEOID HEIGHT    -        -19.122 (meters)                     GEOID18
 HN0608  DYNAMIC HEIGHT  -       2616.022 (meters)     8582.73  (feet) COMP
 HN0608  MODELED GRAVITY -    979,220.3   (mgal)                       NAVD 88
 HN0608
 HN0608  VERT ORDER      -  SECOND    CLASS 0
 HN0608
 HN0608.The horizontal coordinates were scaled from a map and have
 HN0608.an estimated accuracy of +/- 6 seconds.
 HN0608
 HN0608.The orthometric height was determined by differential leveling and
 HN0608.adjusted by the NATIONAL GEODETIC SURVEY
 HN0608.in June 1991.
 HN0608
 HN0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0608.GEOID18 height accuracy estimate available here.
 HN0608
 HN0608.Click photographs - Photos may exist for this station.
 HN0608
 HN0608.The dynamic height is computed by dividing the NAVD 88
 HN0608.geopotential number by the normal gravity value computed on the
 HN0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0608.degrees latitude (g = 980.6199 gals.).
 HN0608
 HN0608.The modeled gravity was interpolated from observed gravity values.
 HN0608
 HN0608;                    North         East    Units  Estimated Accuracy
 HN0608;SPC UT S     - 3,130,310.      467,870.      MT  (+/- 180 meters Scaled)
 HN0608
 HN0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG238884(NAD 83)
 HN0608
 HN0608                          SUPERSEDED SURVEY CONTROL
 HN0608
 HN0608  NGVD 29 (??/??/92) 2617.938  (m)         8589.02   (f) ADJ UNCH    2 0
 HN0608
 HN0608.Superseded values are not recommended for survey control.
 HN0608
 HN0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0608.See file dsdata.pdf to determine how the superseded data were derived.
 HN0608
 HN0608_MARKER: DD = SURVEY DISK
 HN0608_SETTING: 80 = SET IN A BOULDER
 HN0608_STAMPING: 75 WF 1952 8589
 HN0608_MARK LOGO: USGS
 HN0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0608+STABILITY: SURFACE MOTION
 HN0608
 HN0608  HISTORY     - Date     Condition        Report By
 HN0608  HISTORY     - 1952     MONUMENTED       USGS
 HN0608  HISTORY     - 1963     GOOD             CGS
 HN0608
 HN0608                          STATION DESCRIPTION
 HN0608
 HN0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0608'17.45 MI NW FROM ESCALANTE.
 HN0608'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0608'AT ESCALANTE, THENCE 12.6 MILES NORTHWEST ALONG A DIRT ROAD, IN THE
 HN0608'TOP OF A 4- BY 4-FOOT BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE
 HN0608'GROUND, 50 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 140 FEET
 HN0608'SOUTHWEST OF THE CENTER OF THE SOUTH END OF A 36-INCH PIPE CULVERT, 22
 HN0608'FEET EAST OF A 36-INCH DEAD PINE TREE, 2.0 FEET NORTHEAST OF A WITNESS
 HN0608'POST, AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0378 ***********************************************************************
 LO0378  DESIGNATION -  7518.8
 LO0378  PID         -  LO0378
 LO0378  STATE/COUNTY-  UT/WASATCH
 LO0378  COUNTRY     -  US
 LO0378  USGS QUAD   -  STRAWBERRY RESERVOIR NE (2017)
 LO0378
 LO0378                         *CURRENT SURVEY CONTROL
 LO0378  ______________________________________________________________________
 LO0378* NAD 83(1986) POSITION- 40 12 59.     (N) 111 06 36.     (W)   SCALED
 LO0378* NAVD 88 ORTHO HEIGHT -  2313.440 (meters)     7590.01  (feet) ADJUSTED
 LO0378  ______________________________________________________________________
 LO0378  GEOID HEIGHT    -        -15.636 (meters)                     GEOID18
 LO0378  DYNAMIC HEIGHT  -       2310.971 (meters)     7581.91  (feet) COMP
 LO0378  MODELED GRAVITY -    979,474.9   (mgal)                       NAVD 88
 LO0378
 LO0378  VERT ORDER      -  SECOND    CLASS 0
 LO0378
 LO0378.The horizontal coordinates were scaled from a map and have
 LO0378.an estimated accuracy of +/- 6 seconds.
 LO0378
 LO0378.The orthometric height was determined by differential leveling and
 LO0378.adjusted by the NATIONAL GEODETIC SURVEY
 LO0378.in June 1991.
 LO0378
 LO0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0378.GEOID18 height accuracy estimate available here.
 LO0378
 LO0378.Click photographs - Photos may exist for this station.
 LO0378
 LO0378.The dynamic height is computed by dividing the NAVD 88
 LO0378.geopotential number by the normal gravity value computed on the
 LO0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0378.degrees latitude (g = 980.6199 gals.).
 LO0378
 LO0378.The modeled gravity was interpolated from observed gravity values.
 LO0378
 LO0378;                    North         East    Units  Estimated Accuracy
 LO0378;SPC UT C     - 2,209,130.      533,200.      MT  (+/- 180 meters Scaled)
 LO0378
 LO0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK906517(NAD 83)
 LO0378
 LO0378                          SUPERSEDED SURVEY CONTROL
 LO0378
 LO0378  NGVD 29 (??/??/92) 2312.011  (m)         7585.32   (f) ADJ UNCH    2 0
 LO0378
 LO0378.Superseded values are not recommended for survey control.
 LO0378
 LO0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0378.See file dsdata.pdf to determine how the superseded data were derived.
 LO0378
 LO0378_MARKER: DD = SURVEY DISK
 LO0378_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0378_SP_SET: CULVERT HEADWALL
 LO0378_STAMPING: 7518.8
 LO0378_MARK LOGO: BPR
 LO0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0378+STABILITY: SURFACE MOTION
 LO0378
 LO0378  HISTORY     - Date     Condition        Report By
 LO0378  HISTORY     - UNK      MONUMENTED       BPR
 LO0378  HISTORY     - 1934     GOOD             CGS
 LO0378  HISTORY     - 19900701 MARK NOT FOUND   USGS
 LO0378  HISTORY     - 20141026 MARK NOT FOUND   GEOCAC
 LO0378
 LO0378                          STATION DESCRIPTION
 LO0378
 LO0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0378'18.1 MI W FROM FRUITLAND.
 LO0378'IN WASATCH COUNTY, 18.1 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0378'OFFICE AT FRUITLAND, DUCHESNE COUNTY, AT A CONCRETE CULVERT, AND IN
 LO0378'THE TOP OF THE NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS
 LO0378'STANDARD DISK, STAMPED 7518.8.
 LO0378
 LO0378                          STATION RECOVERY (1990)
 LO0378
 LO0378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SDC)
 LO0378'MARK NOT FOUND.
 LO0378
 LO0378                          STATION RECOVERY (2014)
 LO0378
 LO0378'RECOVERY NOTE BY GEOCACHING 2014 (BRB)
 LO0378'MARK NOT FOUND.
 LO0378'THE MARK IS NOW SUBMERGED BENEATH THE WATERS OF STRAWBERRY RESERVOIR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0431 ***********************************************************************
 LO0431  DESIGNATION -  7526.466
 LO0431  PID         -  LO0431
 LO0431  STATE/COUNTY-  UT/WASATCH
 LO0431  COUNTRY     -  US
 LO0431  USGS QUAD   -  STRAWBERRY RESERVOIR NW (2017)
 LO0431
 LO0431                         *CURRENT SURVEY CONTROL
 LO0431  ______________________________________________________________________
 LO0431* NAD 83(1986) POSITION- 40 09 59.     (N) 111 11 01.     (W)   SCALED
 LO0431* NAVD 88 ORTHO HEIGHT -  2296.114 (meters)     7533.17  (feet) ADJUSTED
 LO0431  ______________________________________________________________________
 LO0431  GEOID HEIGHT    -        -15.753 (meters)                     GEOID18
 LO0431  DYNAMIC HEIGHT  -       2293.679 (meters)     7525.18  (feet) COMP
 LO0431  MODELED GRAVITY -    979,482.4   (mgal)                       NAVD 88
 LO0431
 LO0431  VERT ORDER      -  SECOND    CLASS 0
 LO0431
 LO0431.The horizontal coordinates were scaled from a map and have
 LO0431.an estimated accuracy of +/- 6 seconds.
 LO0431
 LO0431.The orthometric height was determined by differential leveling and
 LO0431.adjusted by the NATIONAL GEODETIC SURVEY
 LO0431.in June 1991.
 LO0431
 LO0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0431.GEOID18 height accuracy estimate available here.
 LO0431
 LO0431.Click photographs - Photos may exist for this station.
 LO0431
 LO0431.The dynamic height is computed by dividing the NAVD 88
 LO0431.geopotential number by the normal gravity value computed on the
 LO0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0431.degrees latitude (g = 980.6199 gals.).
 LO0431
 LO0431.The modeled gravity was interpolated from observed gravity values.
 LO0431
 LO0431;                    North         East    Units  Estimated Accuracy
 LO0431;SPC UT C     - 2,203,550.      526,950.      MT  (+/- 180 meters Scaled)
 LO0431
 LO0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK843462(NAD 83)
 LO0431
 LO0431                          SUPERSEDED SURVEY CONTROL
 LO0431
 LO0431  NGVD 29 (??/??/92) 2294.725  (m)         7528.61   (f) ADJ UNCH    2 0
 LO0431
 LO0431.Superseded values are not recommended for survey control.
 LO0431
 LO0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0431.See file dsdata.pdf to determine how the superseded data were derived.
 LO0431
 LO0431_MARKER: DD = SURVEY DISK
 LO0431_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0431_SP_SET: TRASH RACK
 LO0431_STAMPING: 7526.466
 LO0431_MARK LOGO: BOR
 LO0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0431+STABILITY: SURFACE MOTION
 LO0431
 LO0431  HISTORY     - Date     Condition        Report By
 LO0431  HISTORY     - UNK      MONUMENTED       BOR
 LO0431  HISTORY     - 1934     GOOD             CGS
 LO0431
 LO0431                          STATION DESCRIPTION
 LO0431
 LO0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0431'22.8 MI W FROM FRUITLAND.
 LO0431'IN WASATCH COUNTY, 22.8 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0431'OFFICE AT FRUITLAND, DUCHESNE COUNTY, THENCE 5.5 MILES SOUTH ALONG THE
 LO0431'ROAD LEADING TO THISTLE.  AT THE EAST PORTAL OF THE STRAWBERRY
 LO0431'RESERVOIR TUNNEL, AT THE OLD ENTRANCE TO THE TUNNEL, AND IN THE TOP OF
 LO0431'A CONCRETE TRASH RACK.  A UNITED STATES RECLAMATION SERVICE STANDARD
 LO0431'DISK, STAMPED 7526.466.  NOTE-- THIS BM IS UNDER WATER AT STRAWBERRY
 LO0431'RESERVOIR FROM SPRING UNTIL LATE SUMMER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0011 ***********************************************************************
 LP0011  DESIGNATION -  755.3
 LP0011  PID         -  LP0011
 LP0011  STATE/COUNTY-  UT/TOOELE
 LP0011  COUNTRY     -  US
 LP0011  USGS QUAD   -  TOOELE (2017)
 LP0011
 LP0011                         *CURRENT SURVEY CONTROL
 LP0011  ______________________________________________________________________
 LP0011* NAD 83(1986) POSITION- 40 36 04.     (N) 112 15 24.     (W)   SCALED
 LP0011* NAVD 88 ORTHO HEIGHT -  1403.533 (meters)     4604.76  (feet) ADJUSTED
 LP0011  ______________________________________________________________________
 LP0011  GEOID HEIGHT    -        -17.261 (meters)                     GEOID18
 LP0011  DYNAMIC HEIGHT  -       1402.390 (meters)     4601.01  (feet) COMP
 LP0011  MODELED GRAVITY -    979,761.6   (mgal)                       NAVD 88
 LP0011
 LP0011  VERT ORDER      -  SECOND    CLASS 0
 LP0011
 LP0011.The horizontal coordinates were scaled from a map and have
 LP0011.an estimated accuracy of +/- 6 seconds.
 LP0011
 LP0011.The orthometric height was determined by differential leveling and
 LP0011.adjusted by the NATIONAL GEODETIC SURVEY
 LP0011.in June 1991.
 LP0011
 LP0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0011.GEOID18 height accuracy estimate available here.
 LP0011
 LP0011.Click photographs - Photos may exist for this station.
 LP0011
 LP0011.The dynamic height is computed by dividing the NAVD 88
 LP0011.geopotential number by the normal gravity value computed on the
 LP0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0011.degrees latitude (g = 980.6199 gals.).
 LP0011
 LP0011.The modeled gravity was interpolated from observed gravity values.
 LP0011
 LP0011;                    North         East    Units  Estimated Accuracy
 LP0011;SPC UT C     - 2,252,050.      435,960.      MT  (+/- 180 meters Scaled)
 LP0011
 LP0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK936952(NAD 83)
 LP0011
 LP0011                          SUPERSEDED SURVEY CONTROL
 LP0011
 LP0011  NGVD 29 (??/??/92) 1402.449  (m)         4601.20   (f) ADJ UNCH    2 0
 LP0011
 LP0011.Superseded values are not recommended for survey control.
 LP0011
 LP0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0011.See file dsdata.pdf to determine how the superseded data were derived.
 LP0011
 LP0011_MARKER: Q = CHISELED SQUARE
 LP0011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LP0011_SP_SET: FOUNDATION
 LP0011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0011
 LP0011  HISTORY     - Date     Condition        Report By
 LP0011  HISTORY     - UNK      MONUMENTED       UPRR
 LP0011  HISTORY     - 1934     GOOD             CGS
 LP0011
 LP0011                          STATION DESCRIPTION
 LP0011
 LP0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0011'0.9 MI SE FROM ERDA.
 LP0011'0.9 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM ERDA, TOOELE
 LP0011'COUNTY, 5 POLES EAST OF MILEPOST 755, AT SEMAPHORE 755.3, ON THE TOP
 LP0011'OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION, AND 10 FEET
 LP0011'NORTHEAST OF THE CENTERLINE OF THE TRACK.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0012 ***********************************************************************
 LP0012  DESIGNATION -  756.9
 LP0012  PID         -  LP0012
 LP0012  STATE/COUNTY-  UT/TOOELE
 LP0012  COUNTRY     -  US
 LP0012  USGS QUAD   -  TOOELE (2017)
 LP0012
 LP0012                         *CURRENT SURVEY CONTROL
 LP0012  ______________________________________________________________________
 LP0012* NAD 83(1986) POSITION- 40 37 26.     (N) 112 16 03.     (W)   SCALED
 LP0012* NAVD 88 ORTHO HEIGHT -  1381.570 (meters)     4532.70  (feet) ADJUSTED
 LP0012  ______________________________________________________________________
 LP0012  GEOID HEIGHT    -        -17.303 (meters)                     GEOID18
 LP0012  DYNAMIC HEIGHT  -       1380.469 (meters)     4529.09  (feet) COMP
 LP0012  MODELED GRAVITY -    979,780.4   (mgal)                       NAVD 88
 LP0012
 LP0012  VERT ORDER      -  SECOND    CLASS 0
 LP0012
 LP0012.The horizontal coordinates were scaled from a map and have
 LP0012.an estimated accuracy of +/- 6 seconds.
 LP0012
 LP0012.The orthometric height was determined by differential leveling and
 LP0012.adjusted by the NATIONAL GEODETIC SURVEY
 LP0012.in June 1991.
 LP0012
 LP0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0012.GEOID18 height accuracy estimate available here.
 LP0012
 LP0012.Click photographs - Photos may exist for this station.
 LP0012
 LP0012.The dynamic height is computed by dividing the NAVD 88
 LP0012.geopotential number by the normal gravity value computed on the
 LP0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0012.degrees latitude (g = 980.6199 gals.).
 LP0012
 LP0012.The modeled gravity was interpolated from observed gravity values.
 LP0012
 LP0012;                    North         East    Units  Estimated Accuracy
 LP0012;SPC UT C     - 2,254,580.      435,060.      MT  (+/- 180 meters Scaled)
 LP0012
 LP0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK927977(NAD 83)
 LP0012
 LP0012                          SUPERSEDED SURVEY CONTROL
 LP0012
 LP0012  NGVD 29 (??/??/92) 1380.506  (m)         4529.21   (f) ADJ UNCH    2 0
 LP0012
 LP0012.Superseded values are not recommended for survey control.
 LP0012
 LP0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0012.See file dsdata.pdf to determine how the superseded data were derived.
 LP0012
 LP0012_MARKER: Q = CHISELED SQUARE
 LP0012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LP0012_SP_SET: SEMAPHORE
 LP0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0012
 LP0012  HISTORY     - Date     Condition        Report By
 LP0012  HISTORY     - UNK      MONUMENTED       UPRR
 LP0012  HISTORY     - 1934     GOOD             CGS
 LP0012
 LP0012                          STATION DESCRIPTION
 LP0012
 LP0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0012'0.5 MI N FROM ERDA.
 LP0012'0.5 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM ERDA, TOOELE
 LP0012'COUNTY, 3 POLES WEST OF MILEPOST 757, AT SEMAPHORE 756.9, ON THE TOP
 LP0012'OF THE SOUTHEAST CORNER OF THE FOUNDATION, AND 10 FEET NORTHEAST OF
 LP0012'THE CENTER LINE OF THE TRACK.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0377 ***********************************************************************
 LO0377  DESIGNATION -  7572.0
 LO0377  PID         -  LO0377
 LO0377  STATE/COUNTY-  UT/WASATCH
 LO0377  COUNTRY     -  US
 LO0377  USGS QUAD   -  STRAWBERRY RESERVOIR NE (2017)
 LO0377
 LO0377                         *CURRENT SURVEY CONTROL
 LO0377  ______________________________________________________________________
 LO0377* NAD 83(1986) POSITION- 40 12 37.     (N) 111 06 19.     (W)   SCALED
 LO0377* NAVD 88 ORTHO HEIGHT -  2310.456 (meters)     7580.22  (feet) ADJUSTED
 LO0377  ______________________________________________________________________
 LO0377  GEOID HEIGHT    -        -15.644 (meters)                     GEOID18
 LO0377  DYNAMIC HEIGHT  -       2307.986 (meters)     7572.12  (feet) COMP
 LO0377  MODELED GRAVITY -    979,473.7   (mgal)                       NAVD 88
 LO0377
 LO0377  VERT ORDER      -  SECOND    CLASS 0
 LO0377
 LO0377.The horizontal coordinates were scaled from a map and have
 LO0377.an estimated accuracy of +/- 6 seconds.
 LO0377
 LO0377.The orthometric height was determined by differential leveling and
 LO0377.adjusted by the NATIONAL GEODETIC SURVEY
 LO0377.in June 1991.
 LO0377
 LO0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0377.GEOID18 height accuracy estimate available here.
 LO0377
 LO0377.Click photographs - Photos may exist for this station.
 LO0377
 LO0377.The dynamic height is computed by dividing the NAVD 88
 LO0377.geopotential number by the normal gravity value computed on the
 LO0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0377.degrees latitude (g = 980.6199 gals.).
 LO0377
 LO0377.The modeled gravity was interpolated from observed gravity values.
 LO0377
 LO0377;                    North         East    Units  Estimated Accuracy
 LO0377;SPC UT C     - 2,208,450.      533,600.      MT  (+/- 180 meters Scaled)
 LO0377
 LO0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK910511(NAD 83)
 LO0377
 LO0377                          SUPERSEDED SURVEY CONTROL
 LO0377
 LO0377  NGVD 29 (??/??/92) 2309.027  (m)         7575.53   (f) ADJ UNCH    2 0
 LO0377
 LO0377.Superseded values are not recommended for survey control.
 LO0377
 LO0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0377.See file dsdata.pdf to determine how the superseded data were derived.
 LO0377
 LO0377_MARKER: DD = SURVEY DISK
 LO0377_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0377_SP_SET: CULVERT HEADWALL
 LO0377_STAMPING: 7572.0
 LO0377_MARK LOGO: BPR
 LO0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0377+STABILITY: SURFACE MOTION
 LO0377
 LO0377  HISTORY     - Date     Condition        Report By
 LO0377  HISTORY     - UNK      MONUMENTED       BPR
 LO0377  HISTORY     - 1934     GOOD             CGS
 LO0377  HISTORY     - 19900701 MARK NOT FOUND   USGS
 LO0377  HISTORY     - 20141026 MARK NOT FOUND   GEOCAC
 LO0377
 LO0377                          STATION DESCRIPTION
 LO0377
 LO0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0377'17.7 MI W FROM FRUITLAND.
 LO0377'IN WASATCH COUNTY, 17.7 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0377'OFFICE AT FRUITLAND, DUCHESNE COUNTY, AT THE UPPER END OF STRAWBERRY
 LO0377'RESERVOIR, AT A CONCRETE CULVERT, AND IN THE TOP OF THE NORTH
 LO0377'HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0377'STAMPED 7572.0.
 LO0377
 LO0377                          STATION RECOVERY (1990)
 LO0377
 LO0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SDC)
 LO0377'MARK NOT FOUND.
 LO0377
 LO0377                          STATION RECOVERY (2014)
 LO0377
 LO0377'RECOVERY NOTE BY GEOCACHING 2014 (BRB)
 LO0377'MARK NOT FOUND.
 LO0377'THE MARK IS NOW SUBMERGED BENEATH THE WATERS OF STRAWBERRY RESERVOIR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0158 ***********************************************************************
 KN0158  DESIGNATION -  7573
 KN0158  PID         -  KN0158
 KN0158  STATE/COUNTY-  UT/CARBON
 KN0158  COUNTRY     -  US
 KN0158  USGS QUAD   -  COLTON (2017)
 KN0158
 KN0158                         *CURRENT SURVEY CONTROL
 KN0158  ______________________________________________________________________
 KN0158* NAD 83(1986) POSITION- 39 47 03.     (N) 111 06 18.     (W)   SCALED
 KN0158* NAVD 88 ORTHO HEIGHT -  2309.523 (meters)     7577.16  (feet) ADJUSTED
 KN0158  ______________________________________________________________________
 KN0158  GEOID HEIGHT    -        -15.872 (meters)                     GEOID18
 KN0158  DYNAMIC HEIGHT  -       2307.024 (meters)     7568.96  (feet) COMP
 KN0158  MODELED GRAVITY -    979,461.1   (mgal)                       NAVD 88
 KN0158
 KN0158  VERT ORDER      -  SECOND    CLASS 0
 KN0158
 KN0158.The horizontal coordinates were scaled from a map and have
 KN0158.an estimated accuracy of +/- 6 seconds.
 KN0158
 KN0158.The orthometric height was determined by differential leveling and
 KN0158.adjusted by the NATIONAL GEODETIC SURVEY
 KN0158.in June 1991.
 KN0158
 KN0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0158.GEOID18 height accuracy estimate available here.
 KN0158
 KN0158.Click photographs - Photos may exist for this station.
 KN0158
 KN0158.The dynamic height is computed by dividing the NAVD 88
 KN0158.geopotential number by the normal gravity value computed on the
 KN0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0158.degrees latitude (g = 980.6199 gals.).
 KN0158
 KN0158.The modeled gravity was interpolated from observed gravity values.
 KN0158
 KN0158;                    North         East    Units  Estimated Accuracy
 KN0158;SPC UT C     - 2,161,140.      533,830.      MT  (+/- 180 meters Scaled)
 KN0158
 KN0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK910038(NAD 83)
 KN0158
 KN0158                          SUPERSEDED SURVEY CONTROL
 KN0158
 KN0158  NGVD 29 (??/??/92) 2308.208  (m)         7572.85   (f) ADJ UNCH    2 0
 KN0158
 KN0158.Superseded values are not recommended for survey control.
 KN0158
 KN0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0158.See file dsdata.pdf to determine how the superseded data were derived.
 KN0158
 KN0158_MARKER: DD = SURVEY DISK
 KN0158_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0158_SP_SET: MUD SILL
 KN0158_STAMPING: 7573
 KN0158_MARK LOGO: USGS
 KN0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0158+STABILITY: SURFACE MOTION
 KN0158
 KN0158  HISTORY     - Date     Condition        Report By
 KN0158  HISTORY     - UNK      MONUMENTED       USGS
 KN0158  HISTORY     - 1935     GOOD             CGS
 KN0158
 KN0158                          STATION DESCRIPTION
 KN0158
 KN0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0158'6.3 MI NE FROM SCOFIELD.
 KN0158'ABOUT 6.3 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 KN0158'RAILROAD FROM SCOFIELD, CARBON COUNTY, ABOUT 330 YARDS EAST OF
 KN0158'MILEPOST C 9, ABOUT 100 FEET EAST OF A WATER TANK, AT A BRIDGE OVER
 KN0158'FISH CREEK, AND IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE MUD
 KN0158'SILL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7573.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0380 ***********************************************************************
 LO0380  DESIGNATION -  7585.6
 LO0380  PID         -  LO0380
 LO0380  STATE/COUNTY-  UT/WASATCH
 LO0380  COUNTRY     -  US
 LO0380  USGS QUAD   -  STRAWBERRY RESERVOIR NW (2017)
 LO0380
 LO0380                         *CURRENT SURVEY CONTROL
 LO0380  ______________________________________________________________________
 LO0380* NAD 83(1986) POSITION- 40 13 36.     (N) 111 07 56.     (W)   SCALED
 LO0380* NAVD 88 ORTHO HEIGHT -  2314.58  (+/-2cm)     7593.8   (feet) VERTCON3
 LO0380  ______________________________________________________________________
 LO0380  GEOID HEIGHT    -        -15.632 (meters)                     GEOID18
 LO0380  VERT ORDER      -  ? (See Below)
 LO0380
 LO0380.The horizontal coordinates were scaled from a map and have
 LO0380.an estimated accuracy of +/- 6 seconds.
 LO0380
 LO0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0380
 LO0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0380.GEOID18 height accuracy estimate available here.
 LO0380
 LO0380.The vertical order pertains to the NGVD 29 superseded value.
 LO0380
 LO0380.Click photographs - Photos may exist for this station.
 LO0380
 LO0380;                    North         East    Units  Estimated Accuracy
 LO0380;SPC UT C     - 2,210,260.      531,300.      MT  (+/- 180 meters Scaled)
 LO0380
 LO0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK887529(NAD 83)
 LO0380
 LO0380                          SUPERSEDED SURVEY CONTROL
 LO0380
 LO0380  NGVD 29 (??/??/92) 2313.151  (m)         7589.06   (f) ADJ UNCH       
 LO0380
 LO0380.Superseded values are not recommended for survey control.
 LO0380
 LO0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0380.See file dsdata.pdf to determine how the superseded data were derived.
 LO0380
 LO0380_MARKER: DD = SURVEY DISK
 LO0380_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0380_SP_SET: CULVERT HEADWALL
 LO0380_STAMPING: 7585.6
 LO0380_MARK LOGO: BPR
 LO0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0380+STABILITY: SURFACE MOTION
 LO0380
 LO0380  HISTORY     - Date     Condition        Report By
 LO0380  HISTORY     - UNK      MONUMENTED       BPR
 LO0380  HISTORY     - 1934     GOOD             CGS
 LO0380  HISTORY     - 1967     MARK NOT FOUND   CGS
 LO0380
 LO0380                          STATION DESCRIPTION
 LO0380
 LO0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0380'19.5 MI W FROM FRUITLAND.
 LO0380'IN WASATCH COUNTY, 19.5 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0380'OFFICE AT FRUITLAND, DUCHESNE COUNTY, AT A CONCRETE CULVERT, AND IN
 LO0380'THE TOP OF THE NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS
 LO0380'STANDARD DISK, STAMPED 7585.6.
 LO0380
 LO0380                          STATION RECOVERY (1967)
 LO0380
 LO0380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LO0380'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0381 ***********************************************************************
 LO0381  DESIGNATION -  7587.5
 LO0381  PID         -  LO0381
 LO0381  STATE/COUNTY-  UT/WASATCH
 LO0381  COUNTRY     -  US
 LO0381  USGS QUAD   -  STRAWBERRY RESERVOIR NW (2017)
 LO0381
 LO0381                         *CURRENT SURVEY CONTROL
 LO0381  ______________________________________________________________________
 LO0381* NAD 83(1986) POSITION- 40 14 03.     (N) 111 08 06.     (W)   SCALED
 LO0381* NAVD 88 ORTHO HEIGHT -  2315.186 (meters)     7595.74  (feet) ADJUSTED
 LO0381  ______________________________________________________________________
 LO0381  GEOID HEIGHT    -        -15.613 (meters)                     GEOID18
 LO0381  DYNAMIC HEIGHT  -       2312.725 (meters)     7587.67  (feet) COMP
 LO0381  MODELED GRAVITY -    979,479.6   (mgal)                       NAVD 88
 LO0381
 LO0381  VERT ORDER      -  SECOND    CLASS 0
 LO0381
 LO0381.The horizontal coordinates were scaled from a map and have
 LO0381.an estimated accuracy of +/- 6 seconds.
 LO0381
 LO0381.The orthometric height was determined by differential leveling and
 LO0381.adjusted by the NATIONAL GEODETIC SURVEY
 LO0381.in June 1991.
 LO0381
 LO0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0381.GEOID18 height accuracy estimate available here.
 LO0381
 LO0381.Click photographs - Photos may exist for this station.
 LO0381
 LO0381.The dynamic height is computed by dividing the NAVD 88
 LO0381.geopotential number by the normal gravity value computed on the
 LO0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0381.degrees latitude (g = 980.6199 gals.).
 LO0381
 LO0381.The modeled gravity was interpolated from observed gravity values.
 LO0381
 LO0381;                    North         East    Units  Estimated Accuracy
 LO0381;SPC UT C     - 2,211,090.      531,060.      MT  (+/- 180 meters Scaled)
 LO0381
 LO0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK885537(NAD 83)
 LO0381
 LO0381                          SUPERSEDED SURVEY CONTROL
 LO0381
 LO0381  NGVD 29 (??/??/92) 2313.770  (m)         7591.09   (f) ADJ UNCH    2 0
 LO0381
 LO0381.Superseded values are not recommended for survey control.
 LO0381
 LO0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0381.See file dsdata.pdf to determine how the superseded data were derived.
 LO0381
 LO0381_MARKER: DD = SURVEY DISK
 LO0381_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0381_SP_SET: CULVERT HEADWALL
 LO0381_STAMPING: 7587.5
 LO0381_MARK LOGO: BPR
 LO0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0381+STABILITY: SURFACE MOTION
 LO0381
 LO0381  HISTORY     - Date     Condition        Report By
 LO0381  HISTORY     - UNK      MONUMENTED       BPR
 LO0381  HISTORY     - 1934     GOOD             CGS
 LO0381  HISTORY     - 1967     MARK NOT FOUND   CGS
 LO0381
 LO0381                          STATION DESCRIPTION
 LO0381
 LO0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0381'20.0 MI W FROM FRUITLAND.
 LO0381'IN WASATCH COUNTY, 20.0 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0381'OFFICE AT FRUITLAND, DUCHESNE COUNTY, AT A CONCRETE CULVERT, AND IN
 LO0381'THE TOP OF THE NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS
 LO0381'STANDARD DISK, STAMPED 7587.5.
 LO0381
 LO0381                          STATION RECOVERY (1967)
 LO0381
 LO0381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LO0381'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0014 ***********************************************************************
 LP0014  DESIGNATION -  759.1
 LP0014  PID         -  LP0014
 LP0014  STATE/COUNTY-  UT/TOOELE
 LP0014  COUNTRY     -  US
 LP0014  USGS QUAD   -  MILLS JUNCTION (2017)
 LP0014
 LP0014                         *CURRENT SURVEY CONTROL
 LP0014  ______________________________________________________________________
 LP0014* NAD 83(1986) POSITION- 40 39 17.     (N) 112 16 24.     (W)   SCALED
 LP0014* NAVD 88 ORTHO HEIGHT -  1353.720 (meters)     4441.33  (feet) ADJUSTED
 LP0014  ______________________________________________________________________
 LP0014  GEOID HEIGHT    -        -17.340 (meters)                     GEOID18
 LP0014  DYNAMIC HEIGHT  -       1352.664 (meters)     4437.87  (feet) COMP
 LP0014  MODELED GRAVITY -    979,796.9   (mgal)                       NAVD 88
 LP0014
 LP0014  VERT ORDER      -  SECOND    CLASS 0
 LP0014
 LP0014.The horizontal coordinates were scaled from a map and have
 LP0014.an estimated accuracy of +/- 6 seconds.
 LP0014
 LP0014.The orthometric height was determined by differential leveling and
 LP0014.adjusted by the NATIONAL GEODETIC SURVEY
 LP0014.in June 1991.
 LP0014
 LP0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0014.GEOID18 height accuracy estimate available here.
 LP0014
 LP0014.Click photographs - Photos may exist for this station.
 LP0014
 LP0014.The dynamic height is computed by dividing the NAVD 88
 LP0014.geopotential number by the normal gravity value computed on the
 LP0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0014.degrees latitude (g = 980.6199 gals.).
 LP0014
 LP0014.The modeled gravity was interpolated from observed gravity values.
 LP0014
 LP0014;                    North         East    Units  Estimated Accuracy
 LP0014;SPC UT C     - 2,258,010.      434,600.      MT  (+/- 180 meters Scaled)
 LP0014
 LP0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL923012(NAD 83)
 LP0014
 LP0014                          SUPERSEDED SURVEY CONTROL
 LP0014
 LP0014  NGVD 29 (??/??/92) 1352.680  (m)         4437.92   (f) ADJ UNCH    2 0
 LP0014
 LP0014.Superseded values are not recommended for survey control.
 LP0014
 LP0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0014.See file dsdata.pdf to determine how the superseded data were derived.
 LP0014
 LP0014_MARKER: Q = CHISELED SQUARE
 LP0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LP0014_SP_SET: FOUNDATION
 LP0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0014
 LP0014  HISTORY     - Date     Condition        Report By
 LP0014  HISTORY     - UNK      MONUMENTED       UPRR
 LP0014  HISTORY     - 1934     GOOD             CGS
 LP0014
 LP0014                          STATION DESCRIPTION
 LP0014
 LP0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0014'1.4 MI S FROM MORRIS.
 LP0014'1.4 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM MORRIS, TOOELE
 LP0014'COUNTY, 5 POLES EAST OF MILEPOST 759, AT SEMAPHORE 759.1, ON THE TOP
 LP0014'OF THE NORTHEAST CORNER OF THE FOUNDATION, AND 10 FEET SOUTH OF THE
 LP0014'CENTERLINE OF THE TRACK.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0369 ***********************************************************************
 LO0369  DESIGNATION -  7591.3
 LO0369  PID         -  LO0369
 LO0369  STATE/COUNTY-  UT/WASATCH
 LO0369  COUNTRY     -  US
 LO0369  USGS QUAD   -  STRAWBERRY RESERVOIR NE (2017)
 LO0369
 LO0369                         *CURRENT SURVEY CONTROL
 LO0369  ______________________________________________________________________
 LO0369* NAD 83(1986) POSITION- 40 11 24.     (N) 111 00 59.     (W)   SCALED
 LO0369* NAVD 88 ORTHO HEIGHT -  2316.336 (meters)     7599.51  (feet) ADJUSTED
 LO0369  ______________________________________________________________________
 LO0369  GEOID HEIGHT    -        -15.709 (meters)                     GEOID18
 LO0369  DYNAMIC HEIGHT  -       2313.879 (meters)     7591.45  (feet) COMP
 LO0369  MODELED GRAVITY -    979,481.4   (mgal)                       NAVD 88
 LO0369
 LO0369  VERT ORDER      -  SECOND    CLASS 0
 LO0369
 LO0369.The horizontal coordinates were scaled from a map and have
 LO0369.an estimated accuracy of +/- 6 seconds.
 LO0369
 LO0369.The orthometric height was determined by differential leveling and
 LO0369.adjusted by the NATIONAL GEODETIC SURVEY
 LO0369.in June 1991.
 LO0369
 LO0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0369.GEOID18 height accuracy estimate available here.
 LO0369
 LO0369.Click photographs - Photos may exist for this station.
 LO0369
 LO0369.The dynamic height is computed by dividing the NAVD 88
 LO0369.geopotential number by the normal gravity value computed on the
 LO0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0369.degrees latitude (g = 980.6199 gals.).
 LO0369
 LO0369.The modeled gravity was interpolated from observed gravity values.
 LO0369
 LO0369;                    North         East    Units  Estimated Accuracy
 LO0369;SPC UT C     - 2,206,240.      541,180.      MT  (+/- 180 meters Scaled)
 LO0369
 LO0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK986488(NAD 83)
 LO0369
 LO0369                          SUPERSEDED SURVEY CONTROL
 LO0369
 LO0369  NGVD 29 (??/??/92) 2314.924  (m)         7594.88   (f) ADJ UNCH    2 0
 LO0369
 LO0369.Superseded values are not recommended for survey control.
 LO0369
 LO0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0369.See file dsdata.pdf to determine how the superseded data were derived.
 LO0369
 LO0369_MARKER: DD = SURVEY DISK
 LO0369_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0369_SP_SET: CULVERT HEADWALL
 LO0369_STAMPING: 7591.3
 LO0369_MARK LOGO: BPR
 LO0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0369+STABILITY: SURFACE MOTION
 LO0369
 LO0369  HISTORY     - Date     Condition        Report By
 LO0369  HISTORY     - UNK      MONUMENTED       BPR
 LO0369  HISTORY     - 1959     MARK NOT FOUND   USGS
 LO0369
 LO0369                          STATION DESCRIPTION
 LO0369
 LO0369'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO0369'11.3 MI W FROM FRUITLAND.
 LO0369'IN WASATCH COUNTY, 11.3 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0369'OFFICE AT FRUITLAND, DUCHESNE COUNTY, AT A CONCRETE CULVERT, AND IN
 LO0369'THE TOP OF THE NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS
 LO0369'STANDARD DISK, STAMPED 7591.3.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0612 ***********************************************************************
 HN0612  DESIGNATION -  76 WF
 HN0612  PID         -  HN0612
 HN0612  STATE/COUNTY-  UT/GARFIELD
 HN0612  COUNTRY     -  US
 HN0612  USGS QUAD   -  GRIFFIN POINT (2017)
 HN0612
 HN0612                         *CURRENT SURVEY CONTROL
 HN0612  ______________________________________________________________________
 HN0612* NAD 83(1986) POSITION- 37 49 18.     (N) 111 50 36.     (W)   SCALED
 HN0612* NAVD 88 ORTHO HEIGHT -  2343.160 (meters)     7687.52  (feet) ADJUSTED
 HN0612  ______________________________________________________________________
 HN0612  GEOID HEIGHT    -        -19.255 (meters)                     GEOID18
 HN0612  DYNAMIC HEIGHT  -       2340.215 (meters)     7677.86  (feet) COMP
 HN0612  MODELED GRAVITY -    979,288.3   (mgal)                       NAVD 88
 HN0612
 HN0612  VERT ORDER      -  SECOND    CLASS 0
 HN0612
 HN0612.The horizontal coordinates were scaled from a map and have
 HN0612.an estimated accuracy of +/- 6 seconds.
 HN0612
 HN0612.The orthometric height was determined by differential leveling and
 HN0612.adjusted by the NATIONAL GEODETIC SURVEY
 HN0612.in June 1991.
 HN0612
 HN0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0612.GEOID18 height accuracy estimate available here.
 HN0612
 HN0612.Click photographs - Photos may exist for this station.
 HN0612
 HN0612.The dynamic height is computed by dividing the NAVD 88
 HN0612.geopotential number by the normal gravity value computed on the
 HN0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0612.degrees latitude (g = 980.6199 gals.).
 HN0612
 HN0612.The modeled gravity was interpolated from observed gravity values.
 HN0612
 HN0612;                    North         East    Units  Estimated Accuracy
 HN0612;SPC UT S     - 3,128,240.      469,770.      MT  (+/- 180 meters Scaled)
 HN0612
 HN0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG257863(NAD 83)
 HN0612
 HN0612                          SUPERSEDED SURVEY CONTROL
 HN0612
 HN0612  NGVD 29 (??/??/92) 2341.755  (m)         7682.91   (f) ADJ UNCH    2 0
 HN0612
 HN0612.Superseded values are not recommended for survey control.
 HN0612
 HN0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0612.See file dsdata.pdf to determine how the superseded data were derived.
 HN0612
 HN0612_MARKER: DD = SURVEY DISK
 HN0612_SETTING: 80 = SET IN A BOULDER
 HN0612_STAMPING: 76 WF 1952 7683
 HN0612_MARK LOGO: USGS
 HN0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0612+STABILITY: SURFACE MOTION
 HN0612
 HN0612  HISTORY     - Date     Condition        Report By
 HN0612  HISTORY     - 1952     MONUMENTED       USGS
 HN0612  HISTORY     - 1963     GOOD             CGS
 HN0612
 HN0612                          STATION DESCRIPTION
 HN0612
 HN0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0612'15.4 MI NW FROM ESCALANTE.
 HN0612'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0612'AT ESCALANTE, THENCE 10.55 MILES NORTHWEST ALONG A DIRT ROAD, AT THE
 HN0612'JUNCTION OF A TRAIL SOUTHWEST TO UPPER VALLEY RANGER STATION, IN THE
 HN0612'TOP OF A 3- BY 4-FOOT BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE THE
 HN0612'GROUND, 50 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 42 FEET
 HN0612'SOUTHEAST AND ACROSS THE TRAIL FROM A UPPER VALLEY R. S. SIGN, 35 FEET
 HN0612'SOUTHEAST OF THE CENTER LINE OF THE TRAIL, 20 FEET NORTH OF THE CENTER
 HN0612'OF A CREEK, 2.6 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 15 FEET
 HN0612'LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0022 ***********************************************************************
 HO0022  DESIGNATION -  7603.9
 HO0022  PID         -  HO0022
 HO0022  STATE/COUNTY-  UT/GARFIELD
 HO0022  COUNTRY     -  US
 HO0022  USGS QUAD   -  WILSON PEAK (2017)
 HO0022
 HO0022                         *CURRENT SURVEY CONTROL
 HO0022  ______________________________________________________________________
 HO0022* NAD 83(1986) POSITION- 37 43 46.     (N) 112 16 26.     (W)   SCALED
 HO0022* NAVD 88 ORTHO HEIGHT -  2319.035 (meters)     7608.37  (feet) POSTED
 HO0022  ______________________________________________________________________
 HO0022  GEOID HEIGHT    -        -20.052 (meters)                     GEOID18
 HO0022  DYNAMIC HEIGHT  -       2316.10  (meters)     7598.7   (feet) COMP
 HO0022  MODELED GRAVITY -    979,280.0   (mgal)                       NAVD 88
 HO0022
 HO0022  VERT ORDER      -  * POSTED, SEE BELOW
 HO0022
 HO0022.The horizontal coordinates were scaled from a map and have
 HO0022.an estimated accuracy of +/- 6 seconds.
 HO0022
 HO0022.The orthometric height was determined by differential leveling
 HO0022.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0022
 HO0022.* This is a POSTED BENCH MARK height.
 HO0022
 HO0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0022.GEOID18 height accuracy estimate available here.
 HO0022
 HO0022.Click photographs - Photos may exist for this station.
 HO0022
 HO0022.The dynamic height is computed by dividing the NAVD 88
 HO0022.geopotential number by the normal gravity value computed on the
 HO0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0022.degrees latitude (g = 980.6199 gals.).
 HO0022
 HO0022.The modeled gravity was interpolated from observed gravity values.
 HO0022
 HO0022;                    North         East    Units  Estimated Accuracy
 HO0022;SPC UT S     - 3,118,230.      431,780.      MT  (+/- 180 meters Scaled)
 HO0022
 HO0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG877765(NAD 83)
 HO0022
 HO0022                          SUPERSEDED SURVEY CONTROL
 HO0022
 HO0022  NGVD 29 (??/??/92) 2317.597  (m)         7603.65   (f) ADJ UNCH    2 0
 HO0022
 HO0022.Superseded values are not recommended for survey control.
 HO0022
 HO0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0022.See file dsdata.pdf to determine how the superseded data were derived.
 HO0022
 HO0022_MARKER: Q = CHISELED SQUARE
 HO0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HO0022_SP_SET: ABUTMENT
 HO0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0022
 HO0022  HISTORY     - Date     Condition        Report By
 HO0022  HISTORY     - UNK      MONUMENTED       USGS
 HO0022  HISTORY     - 1934     GOOD             CGS
 HO0022
 HO0022                          STATION DESCRIPTION
 HO0022
 HO0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0022'7.3 MI NW FROM RUBYS INN.
 HO0022'7.3 MILES NORTHWEST ALONG STATE HIGHWAY 12 FROM THE JUNCTION WITH
 HO0022'STATE HIGHWAY 22 AT RUBYS INN, GARFIELD COUNTY, ABOUT 1.2 MILES EAST
 HO0022'OF THE RED CANYON SAWMILL, AT A CONCRETE BRIDGE OVER A DRAIN, AND ON
 HO0022'THE TOP OF THE SOUTHEAST ABUTMENT.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0016 ***********************************************************************
 HO0016  DESIGNATION -  7611.9
 HO0016  PID         -  HO0016
 HO0016  STATE/COUNTY-  UT/GARFIELD
 HO0016  COUNTRY     -  US
 HO0016  USGS QUAD   -  BRYCE CANYON (2017)
 HO0016
 HO0016                         *CURRENT SURVEY CONTROL
 HO0016  ______________________________________________________________________
 HO0016* NAD 83(1986) POSITION- 37 41 42.     (N) 112 10 02.     (W)   SCALED
 HO0016* NAVD 88 ORTHO HEIGHT -  2321.464 (meters)     7616.34  (feet) ADJUSTED
 HO0016  ______________________________________________________________________
 HO0016  GEOID HEIGHT    -        -20.040 (meters)                     GEOID18
 HO0016  DYNAMIC HEIGHT  -       2318.517 (meters)     7606.67  (feet) COMP
 HO0016  MODELED GRAVITY -    979,276.7   (mgal)                       NAVD 88
 HO0016
 HO0016  VERT ORDER      -  SECOND    CLASS 0
 HO0016
 HO0016.The horizontal coordinates were scaled from a map and have
 HO0016.an estimated accuracy of +/- 6 seconds.
 HO0016
 HO0016.The orthometric height was determined by differential leveling and
 HO0016.adjusted by the NATIONAL GEODETIC SURVEY
 HO0016.in June 1991.
 HO0016
 HO0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0016.GEOID18 height accuracy estimate available here.
 HO0016
 HO0016.Click photographs - Photos may exist for this station.
 HO0016
 HO0016.The dynamic height is computed by dividing the NAVD 88
 HO0016.geopotential number by the normal gravity value computed on the
 HO0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0016.degrees latitude (g = 980.6199 gals.).
 HO0016
 HO0016.The modeled gravity was interpolated from observed gravity values.
 HO0016
 HO0016;                    North         East    Units  Estimated Accuracy
 HO0016;SPC UT S     - 3,114,340.      441,160.      MT  (+/- 180 meters Scaled)
 HO0016
 HO0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG970726(NAD 83)
 HO0016
 HO0016                          SUPERSEDED SURVEY CONTROL
 HO0016
 HO0016  NGVD 29 (??/??/92) 2320.03   (m)         7611.6    (f) COMPUTED    2 0
 HO0016
 HO0016.Superseded values are not recommended for survey control.
 HO0016
 HO0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0016.See file dsdata.pdf to determine how the superseded data were derived.
 HO0016
 HO0016_MARKER: Z = SEE DESCRIPTION
 HO0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HO0016_SP_SET: CULVERT
 HO0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0016
 HO0016  HISTORY     - Date     Condition        Report By
 HO0016  HISTORY     - UNK      MONUMENTED       USGS
 HO0016  HISTORY     - 1934     GOOD             CGS
 HO0016
 HO0016                          STATION DESCRIPTION
 HO0016
 HO0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0016'0.7 MI NW FROM RUBYS INN.
 HO0016'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 12 FROM THE JUNCTION WITH STATE
 HO0016'HIGHWAY 22 AT RUBYS INN, AT A BOX CULVERT, IN THE TOP OF THE SOUTH
 HO0016'END, AND 10 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0379 ***********************************************************************
 LO0379  DESIGNATION -  7612.3
 LO0379  PID         -  LO0379
 LO0379  STATE/COUNTY-  UT/WASATCH
 LO0379  COUNTRY     -  US
 LO0379  USGS QUAD   -  STRAWBERRY RESERVOIR NE (2017)
 LO0379
 LO0379                         *CURRENT SURVEY CONTROL
 LO0379  ______________________________________________________________________
 LO0379* NAD 83(1986) POSITION- 40 13 13.     (N) 111 07 05.     (W)   SCALED
 LO0379* NAVD 88 ORTHO HEIGHT -  2322.748 (meters)     7620.55  (feet) ADJUSTED
 LO0379  ______________________________________________________________________
 LO0379  GEOID HEIGHT    -        -15.636 (meters)                     GEOID18
 LO0379  DYNAMIC HEIGHT  -       2320.277 (meters)     7612.44  (feet) COMP
 LO0379  MODELED GRAVITY -    979,478.4   (mgal)                       NAVD 88
 LO0379
 LO0379  VERT ORDER      -  SECOND    CLASS 0
 LO0379
 LO0379.The horizontal coordinates were scaled from a map and have
 LO0379.an estimated accuracy of +/- 6 seconds.
 LO0379
 LO0379.The orthometric height was determined by differential leveling and
 LO0379.adjusted by the NATIONAL GEODETIC SURVEY
 LO0379.in June 1991.
 LO0379
 LO0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0379.GEOID18 height accuracy estimate available here.
 LO0379
 LO0379.Click photographs - Photos may exist for this station.
 LO0379
 LO0379.The dynamic height is computed by dividing the NAVD 88
 LO0379.geopotential number by the normal gravity value computed on the
 LO0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0379.degrees latitude (g = 980.6199 gals.).
 LO0379
 LO0379.The modeled gravity was interpolated from observed gravity values.
 LO0379
 LO0379;                    North         East    Units  Estimated Accuracy
 LO0379;SPC UT C     - 2,209,560.      532,510.      MT  (+/- 180 meters Scaled)
 LO0379
 LO0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK899522(NAD 83)
 LO0379
 LO0379                          SUPERSEDED SURVEY CONTROL
 LO0379
 LO0379  NGVD 29 (??/??/92) 2321.328  (m)         7615.89   (f) ADJ UNCH    2 0
 LO0379
 LO0379.Superseded values are not recommended for survey control.
 LO0379
 LO0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0379.See file dsdata.pdf to determine how the superseded data were derived.
 LO0379
 LO0379_MARKER: DD = SURVEY DISK
 LO0379_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0379_SP_SET: CULVERT HEADWALL
 LO0379_STAMPING: 7612.3
 LO0379_MARK LOGO: BPR
 LO0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0379+STABILITY: SURFACE MOTION
 LO0379
 LO0379  HISTORY     - Date     Condition        Report By
 LO0379  HISTORY     - UNK      MONUMENTED       BPR
 LO0379  HISTORY     - 1934     GOOD             CGS
 LO0379  HISTORY     - 20141026 MARK NOT FOUND   GEOCAC
 LO0379
 LO0379                          STATION DESCRIPTION
 LO0379
 LO0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0379'18.6 MI W FROM FRUITLAND.
 LO0379'IN WASATCH COUNTY, 18.6 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0379'OFFICE AT FRUITLAND, DUCHESNE COUNTY, NORTH OF STRAWBERRY RESERVOIR,
 LO0379'AT A CONCRETE CULVERT, AND IN THE TOP OF THE NORTH HEADWALL. A UNITED
 LO0379'STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 7612.3.
 LO0379
 LO0379                          STATION RECOVERY (2014)
 LO0379
 LO0379'RECOVERY NOTE BY GEOCACHING 2014 (BRB)
 LO0379'MARK NOT FOUND.
 LO0379'THE MARK IS NOW SUBMERGED BENEATH THE WATERS OF STRAWBERRY RESERVOIR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0382 ***********************************************************************
 LO0382  DESIGNATION -  7613.2
 LO0382  PID         -  LO0382
 LO0382  STATE/COUNTY-  UT/WASATCH
 LO0382  COUNTRY     -  US
 LO0382  USGS QUAD   -  STRAWBERRY RESERVOIR NW (2017)
 LO0382
 LO0382                         *CURRENT SURVEY CONTROL
 LO0382  ______________________________________________________________________
 LO0382* NAD 83(1986) POSITION- 40 14 15.     (N) 111 08 36.     (W)   SCALED
 LO0382* NAVD 88 ORTHO HEIGHT -  2323.025 (meters)     7621.46  (feet) ADJUSTED
 LO0382  ______________________________________________________________________
 LO0382  GEOID HEIGHT    -        -15.611 (meters)                     GEOID18
 LO0382  DYNAMIC HEIGHT  -       2320.557 (meters)     7613.36  (feet) COMP
 LO0382  MODELED GRAVITY -    979,479.8   (mgal)                       NAVD 88
 LO0382
 LO0382  VERT ORDER      -  SECOND    CLASS 0
 LO0382
 LO0382.The horizontal coordinates were scaled from a map and have
 LO0382.an estimated accuracy of +/- 6 seconds.
 LO0382
 LO0382.The orthometric height was determined by differential leveling and
 LO0382.adjusted by the NATIONAL GEODETIC SURVEY
 LO0382.in June 1991.
 LO0382
 LO0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0382.GEOID18 height accuracy estimate available here.
 LO0382
 LO0382.Click photographs - Photos may exist for this station.
 LO0382
 LO0382.The dynamic height is computed by dividing the NAVD 88
 LO0382.geopotential number by the normal gravity value computed on the
 LO0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0382.degrees latitude (g = 980.6199 gals.).
 LO0382
 LO0382.The modeled gravity was interpolated from observed gravity values.
 LO0382
 LO0382;                    North         East    Units  Estimated Accuracy
 LO0382;SPC UT C     - 2,211,460.      530,350.      MT  (+/- 180 meters Scaled)
 LO0382
 LO0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK878541(NAD 83)
 LO0382
 LO0382                          SUPERSEDED SURVEY CONTROL
 LO0382
 LO0382  NGVD 29 (??/??/92) 2321.611  (m)         7616.82   (f) ADJ UNCH    2 0
 LO0382
 LO0382.Superseded values are not recommended for survey control.
 LO0382
 LO0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0382.See file dsdata.pdf to determine how the superseded data were derived.
 LO0382
 LO0382_MARKER: DD = SURVEY DISK
 LO0382_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0382_SP_SET: CULVERT HEADWALL
 LO0382_STAMPING: 7613.2
 LO0382_MARK LOGO: BPR
 LO0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0382+STABILITY: SURFACE MOTION
 LO0382
 LO0382  HISTORY     - Date     Condition        Report By
 LO0382  HISTORY     - UNK      MONUMENTED       BPR
 LO0382  HISTORY     - 1934     GOOD             CGS
 LO0382  HISTORY     - 1967     MARK NOT FOUND   CGS
 LO0382
 LO0382                          STATION DESCRIPTION
 LO0382
 LO0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0382'20.6 MI W FROM FRUITLAND.
 LO0382'IN WASATCH COUNTY, 20.6 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0382'OFFICE AT FRUITLAND, DUCHESNE COUNTY, AT A CONCRETE CULVERT, AND IN
 LO0382'THE TOP OF THE NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS
 LO0382'STANDARD DISK, STAMPED 7613.2.
 LO0382
 LO0382                          STATION RECOVERY (1967)
 LO0382
 LO0382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LO0382'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0387 ***********************************************************************
 LO0387  DESIGNATION -  7630.2
 LO0387  PID         -  LO0387
 LO0387  STATE/COUNTY-  UT/WASATCH
 LO0387  COUNTRY     -  US
 LO0387  USGS QUAD   -  STRAWBERRY RESERVOIR NW (2017)
 LO0387
 LO0387                         *CURRENT SURVEY CONTROL
 LO0387  ______________________________________________________________________
 LO0387* NAD 83(1986) POSITION- 40 14 57.     (N) 111 11 34.     (W)   SCALED
 LO0387* NAVD 88 ORTHO HEIGHT -  2328.179 (meters)     7638.37  (feet) ADJUSTED
 LO0387  ______________________________________________________________________
 LO0387  GEOID HEIGHT    -        -15.602 (meters)                     GEOID18
 LO0387  DYNAMIC HEIGHT  -       2325.714 (meters)     7630.28  (feet) COMP
 LO0387  MODELED GRAVITY -    979,482.7   (mgal)                       NAVD 88
 LO0387
 LO0387  VERT ORDER      -  SECOND    CLASS 0
 LO0387
 LO0387.The horizontal coordinates were scaled from a map and have
 LO0387.an estimated accuracy of +/- 6 seconds.
 LO0387
 LO0387.The orthometric height was determined by differential leveling and
 LO0387.adjusted by the NATIONAL GEODETIC SURVEY
 LO0387.in June 1991.
 LO0387
 LO0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0387.GEOID18 height accuracy estimate available here.
 LO0387
 LO0387.Click photographs - Photos may exist for this station.
 LO0387
 LO0387.The dynamic height is computed by dividing the NAVD 88
 LO0387.geopotential number by the normal gravity value computed on the
 LO0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0387.degrees latitude (g = 980.6199 gals.).
 LO0387
 LO0387.The modeled gravity was interpolated from observed gravity values.
 LO0387
 LO0387;                    North         East    Units  Estimated Accuracy
 LO0387;SPC UT C     - 2,212,740.      526,140.      MT  (+/- 180 meters Scaled)
 LO0387
 LO0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK836554(NAD 83)
 LO0387
 LO0387                          SUPERSEDED SURVEY CONTROL
 LO0387
 LO0387  NGVD 29 (??/??/92) 2326.772  (m)         7633.75   (f) ADJ UNCH    2 0
 LO0387
 LO0387.Superseded values are not recommended for survey control.
 LO0387
 LO0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0387.See file dsdata.pdf to determine how the superseded data were derived.
 LO0387
 LO0387_MARKER: DD = SURVEY DISK
 LO0387_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0387_SP_SET: CULVERT HEADWALL
 LO0387_STAMPING: 7630.2
 LO0387_MARK LOGO: BPR
 LO0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0387+STABILITY: SURFACE MOTION
 LO0387
 LO0387  HISTORY     - Date     Condition        Report By
 LO0387  HISTORY     - UNK      MONUMENTED       BPR
 LO0387  HISTORY     - 1966     MARK NOT FOUND   CGS
 LO0387
 LO0387                          STATION DESCRIPTION
 LO0387
 LO0387'DESCRIBED BY US BUREAU OF PUBLIC ROADS UNK
 LO0387'22.6 MI SE FROM HEBER.
 LO0387'22.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0387'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0387'NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0387'STAMPED 7630.2.
 LO0387
 LO0387                          STATION RECOVERY (1966)
 LO0387
 LO0387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LO0387'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0383 ***********************************************************************
 LO0383  DESIGNATION -  7631.8
 LO0383  PID         -  LO0383
 LO0383  STATE/COUNTY-  UT/WASATCH
 LO0383  COUNTRY     -  US
 LO0383  USGS QUAD   -  STRAWBERRY RESERVOIR NW (2017)
 LO0383
 LO0383                         *CURRENT SURVEY CONTROL
 LO0383  ______________________________________________________________________
 LO0383* NAD 83(1986) POSITION- 40 14 26.     (N) 111 09 11.     (W)   SCALED
 LO0383* NAVD 88 ORTHO HEIGHT -  2328.702 (meters)     7640.08  (feet) ADJUSTED
 LO0383  ______________________________________________________________________
 LO0383  GEOID HEIGHT    -        -15.611 (meters)                     GEOID18
 LO0383  DYNAMIC HEIGHT  -       2326.231 (meters)     7631.98  (feet) COMP
 LO0383  MODELED GRAVITY -    979,480.4   (mgal)                       NAVD 88
 LO0383
 LO0383  VERT ORDER      -  SECOND    CLASS 0
 LO0383
 LO0383.The horizontal coordinates were scaled from a map and have
 LO0383.an estimated accuracy of +/- 6 seconds.
 LO0383
 LO0383.The orthometric height was determined by differential leveling and
 LO0383.adjusted by the NATIONAL GEODETIC SURVEY
 LO0383.in June 1991.
 LO0383
 LO0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0383.GEOID18 height accuracy estimate available here.
 LO0383
 LO0383.Click photographs - Photos may exist for this station.
 LO0383
 LO0383.The dynamic height is computed by dividing the NAVD 88
 LO0383.geopotential number by the normal gravity value computed on the
 LO0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0383.degrees latitude (g = 980.6199 gals.).
 LO0383
 LO0383.The modeled gravity was interpolated from observed gravity values.
 LO0383
 LO0383;                    North         East    Units  Estimated Accuracy
 LO0383;SPC UT C     - 2,211,800.      529,520.      MT  (+/- 180 meters Scaled)
 LO0383
 LO0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK869544(NAD 83)
 LO0383
 LO0383                          SUPERSEDED SURVEY CONTROL
 LO0383
 LO0383  NGVD 29 (??/??/92) 2327.290  (m)         7635.45   (f) ADJ UNCH    2 0
 LO0383
 LO0383.Superseded values are not recommended for survey control.
 LO0383
 LO0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0383.See file dsdata.pdf to determine how the superseded data were derived.
 LO0383
 LO0383_MARKER: DD = SURVEY DISK
 LO0383_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0383_SP_SET: CULVERT HEADWALL
 LO0383_STAMPING: 7631.8
 LO0383_MARK LOGO: BPR
 LO0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0383+STABILITY: SURFACE MOTION
 LO0383
 LO0383  HISTORY     - Date     Condition        Report By
 LO0383  HISTORY     - UNK      MONUMENTED       BPR
 LO0383  HISTORY     - 1934     GOOD             CGS
 LO0383  HISTORY     - 1967     MARK NOT FOUND   CGS
 LO0383
 LO0383                          STATION DESCRIPTION
 LO0383
 LO0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0383'21.1 MI W FROM FRUITLAND.
 LO0383'IN WASATCH COUNTY, 21.1 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0383'OFFICE AT FRUITLAND, DUCHESNE COUNTY, AT THE STRAWBERRY HIGHWAY
 LO0383'STATION, AT A CULVERT, AND IN THE TOP OF THE NORTH HEADWALL.  A UNITED
 LO0383'STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 7631.8.
 LO0383
 LO0383                          STATION RECOVERY (1967)
 LO0383
 LO0383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LO0383'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0384 ***********************************************************************
 LO0384  DESIGNATION -  7633.2
 LO0384  PID         -  LO0384
 LO0384  STATE/COUNTY-  UT/WASATCH
 LO0384  COUNTRY     -  US
 LO0384  USGS QUAD   -  STRAWBERRY RESERVOIR NW (2017)
 LO0384
 LO0384                         *CURRENT SURVEY CONTROL
 LO0384  ______________________________________________________________________
 LO0384* NAD 83(1986) POSITION- 40 14 40.     (N) 111 09 42.     (W)   SCALED
 LO0384* NAVD 88 ORTHO HEIGHT -  2329.140 (meters)     7641.52  (feet) ADJUSTED
 LO0384  ______________________________________________________________________
 LO0384  GEOID HEIGHT    -        -15.605 (meters)                     GEOID18
 LO0384  DYNAMIC HEIGHT  -       2326.666 (meters)     7633.40  (feet) COMP
 LO0384  MODELED GRAVITY -    979,479.4   (mgal)                       NAVD 88
 LO0384
 LO0384  VERT ORDER      -  SECOND    CLASS 0
 LO0384
 LO0384.The horizontal coordinates were scaled from a map and have
 LO0384.an estimated accuracy of +/- 6 seconds.
 LO0384
 LO0384.The orthometric height was determined by differential leveling and
 LO0384.adjusted by the NATIONAL GEODETIC SURVEY
 LO0384.in June 1991.
 LO0384
 LO0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0384.GEOID18 height accuracy estimate available here.
 LO0384
 LO0384.Click photographs - Photos may exist for this station.
 LO0384
 LO0384.The dynamic height is computed by dividing the NAVD 88
 LO0384.geopotential number by the normal gravity value computed on the
 LO0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0384.degrees latitude (g = 980.6199 gals.).
 LO0384
 LO0384.The modeled gravity was interpolated from observed gravity values.
 LO0384
 LO0384;                    North         East    Units  Estimated Accuracy
 LO0384;SPC UT C     - 2,212,230.      528,790.      MT  (+/- 180 meters Scaled)
 LO0384
 LO0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK862549(NAD 83)
 LO0384
 LO0384                          SUPERSEDED SURVEY CONTROL
 LO0384
 LO0384  NGVD 29 (??/??/92) 2327.726  (m)         7636.88   (f) ADJ UNCH    2 0
 LO0384
 LO0384.Superseded values are not recommended for survey control.
 LO0384
 LO0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0384.See file dsdata.pdf to determine how the superseded data were derived.
 LO0384
 LO0384_MARKER: DD = SURVEY DISK
 LO0384_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0384_SP_SET: CULVERT HEADWALL
 LO0384_STAMPING: 7633.2
 LO0384_MARK LOGO: BPR
 LO0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0384+STABILITY: SURFACE MOTION
 LO0384
 LO0384  HISTORY     - Date     Condition        Report By
 LO0384  HISTORY     - UNK      MONUMENTED       BPR
 LO0384  HISTORY     - 1934     GOOD             CGS
 LO0384  HISTORY     - 1967     MARK NOT FOUND   CGS
 LO0384
 LO0384                          STATION DESCRIPTION
 LO0384
 LO0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0384'21.6 MI W FROM FRUITLAND.
 LO0384'IN WASATCH COUNTY, 21.6 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0384'OFFICE AT FRUITLAND, DUCHESNE COUNTY, AT A CONCRETE CULVERT, AND IN
 LO0384'THE TOP OF THE NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS
 LO0384'STANDARD DISK, STAMPED 7633.2.
 LO0384
 LO0384                          STATION RECOVERY (1967)
 LO0384
 LO0384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LO0384'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0371 ***********************************************************************
 LO0371  DESIGNATION -  7637.7
 LO0371  PID         -  LO0371
 LO0371  STATE/COUNTY-  UT/WASATCH
 LO0371  COUNTRY     -  US
 LO0371  USGS QUAD   -  STRAWBERRY RESERVOIR NE (2017)
 LO0371
 LO0371                         *CURRENT SURVEY CONTROL
 LO0371  ______________________________________________________________________
 LO0371* NAD 83(1986) POSITION- 40 10 56.     (N) 111 01 49.     (W)   SCALED
 LO0371* NAVD 88 ORTHO HEIGHT -  2330.486 (meters)     7645.94  (feet) ADJUSTED
 LO0371  ______________________________________________________________________
 LO0371  GEOID HEIGHT    -        -15.718 (meters)                     GEOID18
 LO0371  DYNAMIC HEIGHT  -       2328.012 (meters)     7637.82  (feet) COMP
 LO0371  MODELED GRAVITY -    979,480.2   (mgal)                       NAVD 88
 LO0371
 LO0371  VERT ORDER      -  SECOND    CLASS 0
 LO0371
 LO0371.The horizontal coordinates were scaled from a map and have
 LO0371.an estimated accuracy of +/- 6 seconds.
 LO0371
 LO0371.The orthometric height was determined by differential leveling and
 LO0371.adjusted by the NATIONAL GEODETIC SURVEY
 LO0371.in June 1991.
 LO0371
 LO0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0371.GEOID18 height accuracy estimate available here.
 LO0371
 LO0371.Click photographs - Photos may exist for this station.
 LO0371
 LO0371.The dynamic height is computed by dividing the NAVD 88
 LO0371.geopotential number by the normal gravity value computed on the
 LO0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0371.degrees latitude (g = 980.6199 gals.).
 LO0371
 LO0371.The modeled gravity was interpolated from observed gravity values.
 LO0371
 LO0371;                    North         East    Units  Estimated Accuracy
 LO0371;SPC UT C     - 2,205,370.      540,000.      MT  (+/- 180 meters Scaled)
 LO0371
 LO0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK974479(NAD 83)
 LO0371
 LO0371                          SUPERSEDED SURVEY CONTROL
 LO0371
 LO0371  NGVD 29 (??/??/92) 2329.075  (m)         7641.31   (f) ADJ UNCH    2 0
 LO0371
 LO0371.Superseded values are not recommended for survey control.
 LO0371
 LO0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0371.See file dsdata.pdf to determine how the superseded data were derived.
 LO0371
 LO0371_MARKER: DD = SURVEY DISK
 LO0371_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0371_SP_SET: CULVERT HEADWALL
 LO0371_STAMPING: 7637.7
 LO0371_MARK LOGO: BPR
 LO0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0371+STABILITY: SURFACE MOTION
 LO0371
 LO0371  HISTORY     - Date     Condition        Report By
 LO0371  HISTORY     - UNK      MONUMENTED       BPR
 LO0371  HISTORY     - 1934     GOOD             CGS
 LO0371  HISTORY     - 19900701 MARK NOT FOUND   USGS
 LO0371
 LO0371                          STATION DESCRIPTION
 LO0371
 LO0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0371'12.2 MI W FROM FRUITLAND.
 LO0371'IN WASATCH COUNTY, 12.2 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0371'OFFICE AT FRUITLAND, DUCHESNE COUNTY, AT A CONCRETE CULVERT, AND IN
 LO0371'THE TOP OF THE NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS
 LO0371'STANDARD DISK, STAMPED 7637.7.
 LO0371
 LO0371                          STATION RECOVERY (1990)
 LO0371
 LO0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SDC)
 LO0371'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0388 ***********************************************************************
 LO0388  DESIGNATION -  7645.2
 LO0388  PID         -  LO0388
 LO0388  STATE/COUNTY-  UT/WASATCH
 LO0388  COUNTRY     -  US
 LO0388  USGS QUAD   -  CO-OP CREEK (2017)
 LO0388
 LO0388                         *CURRENT SURVEY CONTROL
 LO0388  ______________________________________________________________________
 LO0388* NAD 83(1986) POSITION- 40 15 15.     (N) 111 11 55.     (W)   SCALED
 LO0388* NAVD 88 ORTHO HEIGHT -  2332.780 (meters)     7653.46  (feet) ADJUSTED
 LO0388  ______________________________________________________________________
 LO0388  GEOID HEIGHT    -        -15.586 (meters)                     GEOID18
 LO0388  DYNAMIC HEIGHT  -       2330.313 (meters)     7645.37  (feet) COMP
 LO0388  MODELED GRAVITY -    979,483.7   (mgal)                       NAVD 88
 LO0388
 LO0388  VERT ORDER      -  SECOND    CLASS 0
 LO0388
 LO0388.The horizontal coordinates were scaled from a map and have
 LO0388.an estimated accuracy of +/- 6 seconds.
 LO0388
 LO0388.The orthometric height was determined by differential leveling and
 LO0388.adjusted by the NATIONAL GEODETIC SURVEY
 LO0388.in June 1991.
 LO0388
 LO0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0388.GEOID18 height accuracy estimate available here.
 LO0388
 LO0388.Click photographs - Photos may exist for this station.
 LO0388
 LO0388.The dynamic height is computed by dividing the NAVD 88
 LO0388.geopotential number by the normal gravity value computed on the
 LO0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0388.degrees latitude (g = 980.6199 gals.).
 LO0388
 LO0388.The modeled gravity was interpolated from observed gravity values.
 LO0388
 LO0388;                    North         East    Units  Estimated Accuracy
 LO0388;SPC UT C     - 2,213,290.      525,640.      MT  (+/- 180 meters Scaled)
 LO0388
 LO0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK831559(NAD 83)
 LO0388
 LO0388                          SUPERSEDED SURVEY CONTROL
 LO0388
 LO0388  NGVD 29 (??/??/92) 2331.375  (m)         7648.85   (f) ADJ UNCH    2 0
 LO0388
 LO0388.Superseded values are not recommended for survey control.
 LO0388
 LO0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0388.See file dsdata.pdf to determine how the superseded data were derived.
 LO0388
 LO0388_MARKER: DD = SURVEY DISK
 LO0388_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0388_SP_SET: CULVERT HEADWALL
 LO0388_STAMPING: 7645.2
 LO0388_MARK LOGO: BPR
 LO0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0388+STABILITY: SURFACE MOTION
 LO0388
 LO0388  HISTORY     - Date     Condition        Report By
 LO0388  HISTORY     - UNK      MONUMENTED       BPR
 LO0388  HISTORY     - 1934     GOOD             CGS
 LO0388  HISTORY     - 19900803 MARK NOT FOUND   USGS
 LO0388
 LO0388                          STATION DESCRIPTION
 LO0388
 LO0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0388'22.1 MI SE FROM HEBER.
 LO0388'22.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0388'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0388'NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0388'STAMPED 7645.2.
 LO0388
 LO0388                          STATION RECOVERY (1990)
 LO0388
 LO0388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (JLD)
 LO0388'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0144 ***********************************************************************
 JN0144  DESIGNATION -  7663
 JN0144  PID         -  JN0144
 JN0144  STATE/COUNTY-  UT/SEVIER
 JN0144  COUNTRY     -  US
 JN0144  USGS QUAD   -  OLD WOMAN PLATEAU (2017)
 JN0144
 JN0144                         *CURRENT SURVEY CONTROL
 JN0144  ______________________________________________________________________
 JN0144* NAD 83(1986) POSITION- 38 46 00.     (N) 111 28 14.     (W)   SCALED
 JN0144* NAVD 88 ORTHO HEIGHT -  2337.368 (meters)     7668.51  (feet) ADJUSTED
 JN0144  ______________________________________________________________________
 JN0144  GEOID HEIGHT    -        -17.398 (meters)                     GEOID18
 JN0144  DYNAMIC HEIGHT  -       2334.639 (meters)     7659.56  (feet) COMP
 JN0144  MODELED GRAVITY -    979,375.9   (mgal)                       NAVD 88
 JN0144
 JN0144  VERT ORDER      -  SECOND    CLASS 0
 JN0144
 JN0144.The horizontal coordinates were scaled from a map and have
 JN0144.an estimated accuracy of +/- 6 seconds.
 JN0144
 JN0144.The orthometric height was determined by differential leveling and
 JN0144.adjusted by the NATIONAL GEODETIC SURVEY
 JN0144.in June 1991.
 JN0144
 JN0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0144.GEOID18 height accuracy estimate available here.
 JN0144
 JN0144.Click photographs - Photos may exist for this station.
 JN0144
 JN0144.The dynamic height is computed by dividing the NAVD 88
 JN0144.geopotential number by the normal gravity value computed on the
 JN0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0144.degrees latitude (g = 980.6199 gals.).
 JN0144
 JN0144.The modeled gravity was interpolated from observed gravity values.
 JN0144
 JN0144;                    North         East    Units  Estimated Accuracy
 JN0144;SPC UT C     - 2,048,110.      502,560.      MT  (+/- 180 meters Scaled)
 JN0144
 JN0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH591909(NAD 83)
 JN0144
 JN0144                          SUPERSEDED SURVEY CONTROL
 JN0144
 JN0144  NGVD 29 (??/??/92) 2335.979  (m)         7663.96   (f) ADJ UNCH    2 0
 JN0144
 JN0144.Superseded values are not recommended for survey control.
 JN0144
 JN0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0144.See file dsdata.pdf to determine how the superseded data were derived.
 JN0144
 JN0144_MARKER: P = PIPE CAP
 JN0144_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JN0144_STAMPING: 7663
 JN0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0144
 JN0144  HISTORY     - Date     Condition        Report By
 JN0144  HISTORY     - UNK      MONUMENTED       USGS
 JN0144  HISTORY     - 1934     GOOD             CGS
 JN0144
 JN0144                          STATION DESCRIPTION
 JN0144
 JN0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0144'20.7 MI SW FROM EMERY.
 JN0144'IN SEVIER COUNTY, ABOUT 20.7 MILES SOUTHWEST ALONG STATE HIGHWAY 10
 JN0144'FROM THE PUBLIC SCHOOL AT EMERY, EMERY COUNTY, AT A SMALL RISE, AT A
 JN0144'GRADUAL CURVE NORTH, AND 20 FEET NORTH OF THE HIGHWAY.  A UNITED
 JN0144'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 7663 AND RIVETED ON THE
 JN0144'TOP OF A 3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0389 ***********************************************************************
 LO0389  DESIGNATION -  7664.6
 LO0389  PID         -  LO0389
 LO0389  STATE/COUNTY-  UT/WASATCH
 LO0389  COUNTRY     -  US
 LO0389  USGS QUAD   -  CO-OP CREEK (2017)
 LO0389
 LO0389                         *CURRENT SURVEY CONTROL
 LO0389  ______________________________________________________________________
 LO0389* NAD 83(1986) POSITION- 40 15 38.     (N) 111 12 21.     (W)   SCALED
 LO0389* NAVD 88 ORTHO HEIGHT -  2338.685 (meters)     7672.84  (feet) ADJUSTED
 LO0389  ______________________________________________________________________
 LO0389  GEOID HEIGHT    -        -15.564 (meters)                     GEOID18
 LO0389  DYNAMIC HEIGHT  -       2336.216 (meters)     7664.74  (feet) COMP
 LO0389  MODELED GRAVITY -    979,485.5   (mgal)                       NAVD 88
 LO0389
 LO0389  VERT ORDER      -  SECOND    CLASS 0
 LO0389
 LO0389.The horizontal coordinates were scaled from a map and have
 LO0389.an estimated accuracy of +/- 6 seconds.
 LO0389
 LO0389.The orthometric height was determined by differential leveling and
 LO0389.adjusted by the NATIONAL GEODETIC SURVEY
 LO0389.in June 1991.
 LO0389
 LO0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0389.GEOID18 height accuracy estimate available here.
 LO0389
 LO0389.Click photographs - Photos may exist for this station.
 LO0389
 LO0389.The dynamic height is computed by dividing the NAVD 88
 LO0389.geopotential number by the normal gravity value computed on the
 LO0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0389.degrees latitude (g = 980.6199 gals.).
 LO0389
 LO0389.The modeled gravity was interpolated from observed gravity values.
 LO0389
 LO0389;                    North         East    Units  Estimated Accuracy
 LO0389;SPC UT C     - 2,214,000.      525,020.      MT  (+/- 180 meters Scaled)
 LO0389
 LO0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK824566(NAD 83)
 LO0389
 LO0389                          SUPERSEDED SURVEY CONTROL
 LO0389
 LO0389  NGVD 29 (??/??/92) 2337.285  (m)         7668.24   (f) ADJ UNCH    2 0
 LO0389
 LO0389.Superseded values are not recommended for survey control.
 LO0389
 LO0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0389.See file dsdata.pdf to determine how the superseded data were derived.
 LO0389
 LO0389_MARKER: DD = SURVEY DISK
 LO0389_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0389_SP_SET: CULVERT HEADWALL
 LO0389_STAMPING: 7664.6
 LO0389_MARK LOGO: BPR
 LO0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0389+STABILITY: SURFACE MOTION
 LO0389
 LO0389  HISTORY     - Date     Condition        Report By
 LO0389  HISTORY     - UNK      MONUMENTED       BPR
 LO0389  HISTORY     - 1934     GOOD             CGS
 LO0389  HISTORY     - 1967     MARK NOT FOUND   CGS
 LO0389
 LO0389                          STATION DESCRIPTION
 LO0389
 LO0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0389'21.6 MI SE FROM HEBER.
 LO0389'21.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0389'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0389'NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0389'STAMPED 7664.6.
 LO0389
 LO0389                          STATION RECOVERY (1967)
 LO0389
 LO0389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LO0389'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0397 ***********************************************************************
 LO0397  DESIGNATION -  7665.5
 LO0397  PID         -  LO0397
 LO0397  STATE/COUNTY-  UT/WASATCH
 LO0397  COUNTRY     -  US
 LO0397  USGS QUAD   -  TWIN PEAKS (2017)
 LO0397
 LO0397                         *CURRENT SURVEY CONTROL
 LO0397  ______________________________________________________________________
 LO0397* NAD 83(1986) POSITION- 40 19 03.     (N) 111 15 31.     (W)   SCALED
 LO0397* NAVD 88 ORTHO HEIGHT -  2338.040 (meters)     7670.72  (feet) ADJUSTED
 LO0397  ______________________________________________________________________
 LO0397  GEOID HEIGHT    -        -15.412 (meters)                     GEOID18
 LO0397  DYNAMIC HEIGHT  -       2335.642 (meters)     7662.85  (feet) COMP
 LO0397  MODELED GRAVITY -    979,515.0   (mgal)                       NAVD 88
 LO0397
 LO0397  VERT ORDER      -  SECOND    CLASS 0
 LO0397
 LO0397.The horizontal coordinates were scaled from a map and have
 LO0397.an estimated accuracy of +/- 6 seconds.
 LO0397
 LO0397.The orthometric height was determined by differential leveling and
 LO0397.adjusted by the NATIONAL GEODETIC SURVEY
 LO0397.in June 1991.
 LO0397
 LO0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0397.GEOID18 height accuracy estimate available here.
 LO0397
 LO0397.Click photographs - Photos may exist for this station.
 LO0397
 LO0397.The dynamic height is computed by dividing the NAVD 88
 LO0397.geopotential number by the normal gravity value computed on the
 LO0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0397.degrees latitude (g = 980.6199 gals.).
 LO0397
 LO0397.The modeled gravity was interpolated from observed gravity values.
 LO0397
 LO0397;                    North         East    Units  Estimated Accuracy
 LO0397;SPC UT C     - 2,220,310.      520,520.      MT  (+/- 180 meters Scaled)
 LO0397
 LO0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK780630(NAD 83)
 LO0397
 LO0397                          SUPERSEDED SURVEY CONTROL
 LO0397
 LO0397  NGVD 29 (??/??/92) 2336.689  (m)         7666.29   (f) ADJ UNCH    2 0
 LO0397
 LO0397.Superseded values are not recommended for survey control.
 LO0397
 LO0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0397.See file dsdata.pdf to determine how the superseded data were derived.
 LO0397
 LO0397_MARKER: DD = SURVEY DISK
 LO0397_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0397_SP_SET: CULVERT HEADWALL
 LO0397_STAMPING: 7665.5
 LO0397_MARK LOGO: BPR
 LO0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0397+STABILITY: SURFACE MOTION
 LO0397
 LO0397  HISTORY     - Date     Condition        Report By
 LO0397  HISTORY     - UNK      MONUMENTED       BPR
 LO0397  HISTORY     - 1934     GOOD             CGS
 LO0397  HISTORY     - 1967     MARK NOT FOUND   CGS
 LO0397
 LO0397                          STATION DESCRIPTION
 LO0397
 LO0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0397'16.5 MI SE FROM HEBER.
 LO0397'16.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0397'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0397'NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0397'STAMPED 7665.5.
 LO0397
 LO0397                          STATION RECOVERY (1967)
 LO0397
 LO0397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LO0397'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0372 ***********************************************************************
 LO0372  DESIGNATION -  7681.6
 LO0372  PID         -  LO0372
 LO0372  STATE/COUNTY-  UT/WASATCH
 LO0372  COUNTRY     -  US
 LO0372  USGS QUAD   -  STRAWBERRY RESERVOIR NE (2017)
 LO0372
 LO0372                         *CURRENT SURVEY CONTROL
 LO0372  ______________________________________________________________________
 LO0372* NAD 83(1986) POSITION- 40 10 58.     (N) 111 02 48.     (W)   SCALED
 LO0372* NAVD 88 ORTHO HEIGHT -  2343.852 (meters)     7689.79  (feet) ADJUSTED
 LO0372  ______________________________________________________________________
 LO0372  GEOID HEIGHT    -        -15.709 (meters)                     GEOID18
 LO0372  DYNAMIC HEIGHT  -       2341.362 (meters)     7681.62  (feet) COMP
 LO0372  MODELED GRAVITY -    979,479.0   (mgal)                       NAVD 88
 LO0372
 LO0372  VERT ORDER      -  SECOND    CLASS 0
 LO0372
 LO0372.The horizontal coordinates were scaled from a map and have
 LO0372.an estimated accuracy of +/- 6 seconds.
 LO0372
 LO0372.The orthometric height was determined by differential leveling and
 LO0372.adjusted by the NATIONAL GEODETIC SURVEY
 LO0372.in June 1991.
 LO0372
 LO0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0372.GEOID18 height accuracy estimate available here.
 LO0372
 LO0372.Click photographs - Photos may exist for this station.
 LO0372
 LO0372.The dynamic height is computed by dividing the NAVD 88
 LO0372.geopotential number by the normal gravity value computed on the
 LO0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0372.degrees latitude (g = 980.6199 gals.).
 LO0372
 LO0372.The modeled gravity was interpolated from observed gravity values.
 LO0372
 LO0372;                    North         East    Units  Estimated Accuracy
 LO0372;SPC UT C     - 2,205,420.      538,610.      MT  (+/- 180 meters Scaled)
 LO0372
 LO0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK960480(NAD 83)
 LO0372
 LO0372                          SUPERSEDED SURVEY CONTROL
 LO0372
 LO0372  NGVD 29 (??/??/92) 2342.441  (m)         7685.16   (f) ADJ UNCH    2 0
 LO0372
 LO0372.Superseded values are not recommended for survey control.
 LO0372
 LO0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0372.See file dsdata.pdf to determine how the superseded data were derived.
 LO0372
 LO0372_MARKER: DD = SURVEY DISK
 LO0372_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0372_SP_SET: CULVERT HEADWALL
 LO0372_STAMPING: 7681.6
 LO0372_MARK LOGO: BPR
 LO0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0372+STABILITY: SURFACE MOTION
 LO0372
 LO0372  HISTORY     - Date     Condition        Report By
 LO0372  HISTORY     - UNK      MONUMENTED       BPR
 LO0372  HISTORY     - 1934     GOOD             CGS
 LO0372  HISTORY     - 19900701 MARK NOT FOUND   USGS
 LO0372
 LO0372                          STATION DESCRIPTION
 LO0372
 LO0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0372'13.3 MI W FROM FRUITLAND.
 LO0372'IN WASATCH COUNTY, 13.3 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0372'OFFICE AT FRUITLAND, DUCHESNE COUNTY, AT A CONCRETE CULVERT, AND IN
 LO0372'THE TOP OF THE NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS
 LO0372'STANDARD DISK, STAMPED 7681.6.
 LO0372
 LO0372                          STATION RECOVERY (1990)
 LO0372
 LO0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SDC)
 LO0372'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5823 ***********************************************************************
 AI5823  HT_MOD      -  This is a Height Modernization Survey Station.
 AI5823  CBN         -  This is a Cooperative Base Network Control Station.
 AI5823  DESIGNATION -  77 FMK
 AI5823  PID         -  AI5823
 AI5823  STATE/COUNTY-  UT/BOX ELDER
 AI5823  COUNTRY     -  US
 AI5823  USGS QUAD   -  PROMONTORY POINT (2017)
 AI5823
 AI5823                         *CURRENT SURVEY CONTROL
 AI5823  ______________________________________________________________________
 AI5823* NAD 83(2011) POSITION- 41 14 33.21036(N) 112 29 28.95061(W)   ADJUSTED
 AI5823* NAD 83(2011) ELLIP HT-  1273.860 (meters)        (07/08/20)   ADJUSTED
 AI5823* NAD 83(2011) EPOCH   -  2010.00
 AI5823* NAVD 88 ORTHO HEIGHT -  1290.59  (meters)     4234.2   (feet) GPS OBS
 AI5823  ______________________________________________________________________
 AI5823  GEOID HEIGHT    -        -16.714 (meters)                     GEOID18
 AI5823  NAD 83(2011) X  - -1,837,679.275 (meters)                     COMP
 AI5823  NAD 83(2011) Y  - -4,438,439.857 (meters)                     COMP
 AI5823  NAD 83(2011) Z  -  4,183,555.609 (meters)                     COMP
 AI5823  LAPLACE CORR    -          7.29  (seconds)                    DEFLEC18
 AI5823
 AI5823  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5823  Standards:
 AI5823         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5823            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5823  -------------------------------------------------------------------
 AI5823  NETWORK    0.29   0.59           0.13   0.10   0.30     -0.04338155
 AI5823  -------------------------------------------------------------------
 AI5823  Click here for local accuracies and other accuracy information.
 AI5823
 AI5823.The horizontal coordinates were established by GPS observations
 AI5823.and adjusted by the National Geodetic Survey in July 2020.
 AI5823
 AI5823.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5823.been affixed to the stable North American tectonic plate. See 
 AI5823.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5823
 AI5823.The horizontal coordinates are valid at the epoch date displayed above
 AI5823.which is a decimal equivalence of Year/Month/Day.
 AI5823
 AI5823.The orthometric height was determined by GPS observations and a
 AI5823.high-resolution geoid model using precise GPS observation and
 AI5823.processing techniques.
 AI5823
 AI5823.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5823.GEOID18 height accuracy estimate available here.
 AI5823
 AI5823.Click photographs - Photos may exist for this station.
 AI5823
 AI5823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5823
 AI5823.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5823
 AI5823.The ellipsoidal height was determined by GPS observations
 AI5823.and is referenced to NAD 83.
 AI5823
 AI5823. The following values were computed from the NAD 83(2011) position.
 AI5823
 AI5823;                    North         East     Units Scale Factor Converg.
 AI5823;SPC UT N     - 1,101,443.264   416,902.385   MT  0.99995685   -0 39 13.2
 AI5823;SPC UT N     - 3,613,651.78  1,367,787.24   sFT  0.99995685   -0 39 13.2
 AI5823;UTM  12      - 4,566,756.262   375,032.134   MT  0.99979220   -0 58 59.9
 AI5823
 AI5823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5823!SPC UT N     -   0.99980023  x   0.99995685  =   0.99975709
 AI5823!UTM  12      -   0.99980023  x   0.99979220  =   0.99959247
 AI5823
 AI5823_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL7503266756(NAD 83)
 AI5823
 AI5823                          SUPERSEDED SURVEY CONTROL
 AI5823
 AI5823  NAD 83(2011)-  41 14 33.21020(N)    112 29 28.95096(W) AD(2010.00) 0
 AI5823  ELLIP H (06/27/12) 1273.805  (m)                       GP(2010.00)    
 AI5823  NAD 83(2007)-  41 14 33.20993(N)    112 29 28.95132(W) AD(2002.00) 0
 AI5823  ELLIP H (02/10/07) 1273.817  (m)                       GP(2002.00)    
 AI5823  NAD 83(1994)-  41 14 33.20937(N)    112 29 28.95074(W) AD(       ) A
 AI5823  ELLIP H (06/28/00) 1273.838  (m)                       GP(       ) 4 1
 AI5823  NAVD 88 (01/04/12) 1290.5    (m)  GEOID09  model used  GPS OBS        
 AI5823  NAVD 88 (06/28/00) 1290.6    (m)  GEOID99  model used  GPS OBS        
 AI5823
 AI5823.Superseded values are not recommended for survey control.
 AI5823
 AI5823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5823.See file dsdata.pdf to determine how the superseded data were derived.
 AI5823
 AI5823_MARKER: DB = BENCH MARK DISK
 AI5823_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI5823+WITH SETTING: INFORMATION.
 AI5823_STAMPING: 4231 77 FMK 1966
 AI5823_MARK LOGO: USGS
 AI5823_PROJECTION: FLUSH
 AI5823_MAGNETIC: I = MARKER IS A STEEL ROD
 AI5823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5823+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2014
 AI5823_ROD/PIPE-DEPTH: 1.22 meters
 AI5823
 AI5823  HISTORY     - Date     Condition        Report By
 AI5823  HISTORY     - 1966     MONUMENTED       USGS
 AI5823  HISTORY     - 19990615 GOOD             USGS
 AI5823  HISTORY     - 20141204 GOOD             UT-057
 AI5823
 AI5823                          STATION DESCRIPTION
 AI5823
 AI5823'DESCRIBED BY US GEOLOGICAL SURVEY 1999 (JLS)
 AI5823'THE STATION IS LOCATED ABOUT 73.2 KM (45.50 MI) NORTHWEST OF SALT LAKE
 AI5823'CITY, 53.9 KM (33.50 MI) SOUTHWEST OF BRIGHAM CITY AND 2.9 KM (1.80
 AI5823'MI) NORTH-NORTHWEST OF SALINE.  OWNERSHIP--PRIVATE PROPERTY. TO REACH
 AI5823'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 83 IN CORINNE,
 AI5823'GO WEST ON HIGHWAY 83 FOR 27.4 KM (17.00 MI) TO LAMPO JUNCTION.  TURN
 AI5823'LEFT ON 7200 ROAD NORTH, LEADS TO THE GOLDEN SPIKE NATIONAL HISTORICAL
 AI5823'SITE, AND GO WEST FOR 3.2 KM (2.00 MI) TO A FORK.  BEAR LEFT ONTO A
 AI5823'WIDE DIRT ROAD AND FOLLOW IT FOR 59.5 KM (36.95 MI) AROUND THE
 AI5823'PROMONTORY PENINSULA AND PARTIALLY UP THE WEST SIDE UNTIL REACHING A
 AI5823'LOCKED GATE.  THE MONUMENT IS 0.2 KM (0.10 MI) NORTH OF THE LOCKED
 AI5823'GATE.  THE STATION IS A BRASS DISK ON A 1.2 M (3.9 FT) COPPER COATED
 AI5823'ROD ENCASED IN A 20 CM (8 IN) TERRA COTTA PIPE THAT PROJECTS 10 CM (4
 AI5823'IN) ABOVE THE GROUND.  IT IS 36.6 M (120.1 FT) EAST OF THE ROAD AND
 AI5823'0.5 M (1.6 FT) NORTH OF A WITNESS POST.
 AI5823
 AI5823                          STATION RECOVERY (2014)
 AI5823
 AI5823'RECOVERY NOTE BY WEBER COUNTY UTAH 2014 (DJM)
 AI5823'THE STATION IS LOCATED ABOUT 23.5 MI (37.8 KM) WEST-NORTHWEST OF ROY
 AI5823'WEST SUBDIVISION, 21.5 MI (34.6 KM) WEST OF PLAIN CITY AND 19.5 MI
 AI5823'(31.4 KM) EAST OF LAKESIDE.  OWNERSHIP NORTH SHORE ROCK PRODUCTS, 1740
 AI5823'COMBE ROAD NUMBER 1, SOUTH OGDEN, UT 84403, 801-305-3159.
 AI5823'
 AI5823'TO REACH FROM THE INTERSECTION OF 900 SOUTH AND 9800 SOUTH PROCEED
 AI5823'SOUTH 0.37 MI (0.60 KM) TO THE RAILROAD GRADE, PROCEED WEST 13.7 MI
 AI5823'(22.0 KM) TO A DIRT ROAD ON THE RIGHT.  TURN NORTH 0.14 MI (0.23 KM)
 AI5823'TO PROMITORY ROAD, PROCEED NORTHEASTERLY 2.26 MI (3.64 KM) TO A LOCKED
 AI5823'GATE.  FROM THE LOCKED GATE THE MONUMENT IS APPROXIMATELY 470 FT
 AI5823'(143.3 M) NORTH FROM THE GATE, TO THE MARK ON THE RIGHT.
 AI5823'
 AI5823'IT IS APPROXIMATELY 50 FT (15.2 M) EAST OF THE ROAD.  PERMISSION TO
 AI5823'CROSS THE RAILROAD GRADE MUST BE OBTAINED FROM THE UNION PACIFIC TRACK
 AI5823'MANAGER IN OGDEN UTAH.  PIPE OF UNKNOWN DEPTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0614 ***********************************************************************
 HN0614  DESIGNATION -  77 WF
 HN0614  PID         -  HN0614
 HN0614  STATE/COUNTY-  UT/GARFIELD
 HN0614  COUNTRY     -  US
 HN0614  USGS QUAD   -  GRIFFIN POINT (2017)
 HN0614
 HN0614                         *CURRENT SURVEY CONTROL
 HN0614  ______________________________________________________________________
 HN0614* NAD 83(1986) POSITION- 37 48 16.     (N) 111 48 42.     (W)   SCALED
 HN0614* NAVD 88 ORTHO HEIGHT -  2200.662 (meters)     7220.01  (feet) ADJUSTED
 HN0614  ______________________________________________________________________
 HN0614  GEOID HEIGHT    -        -19.373 (meters)                     GEOID18
 HN0614  DYNAMIC HEIGHT  -       2197.935 (meters)     7211.06  (feet) COMP
 HN0614  MODELED GRAVITY -    979,311.3   (mgal)                       NAVD 88
 HN0614
 HN0614  VERT ORDER      -  SECOND    CLASS 0
 HN0614
 HN0614.The horizontal coordinates were scaled from a map and have
 HN0614.an estimated accuracy of +/- 6 seconds.
 HN0614
 HN0614.The orthometric height was determined by differential leveling and
 HN0614.adjusted by the NATIONAL GEODETIC SURVEY
 HN0614.in June 1991.
 HN0614
 HN0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0614.GEOID18 height accuracy estimate available here.
 HN0614
 HN0614.Click photographs - Photos may exist for this station.
 HN0614
 HN0614.The dynamic height is computed by dividing the NAVD 88
 HN0614.geopotential number by the normal gravity value computed on the
 HN0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0614.degrees latitude (g = 980.6199 gals.).
 HN0614
 HN0614.The modeled gravity was interpolated from observed gravity values.
 HN0614
 HN0614;                    North         East    Units  Estimated Accuracy
 HN0614;SPC UT S     - 3,126,320.      472,550.      MT  (+/- 180 meters Scaled)
 HN0614
 HN0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG285844(NAD 83)
 HN0614
 HN0614                          SUPERSEDED SURVEY CONTROL
 HN0614
 HN0614  NGVD 29 (??/??/92) 2199.291  (m)         7215.51   (f) ADJ UNCH    2 0
 HN0614
 HN0614.Superseded values are not recommended for survey control.
 HN0614
 HN0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0614.See file dsdata.pdf to determine how the superseded data were derived.
 HN0614
 HN0614_MARKER: DD = SURVEY DISK
 HN0614_SETTING: 80 = SET IN A BOULDER
 HN0614_STAMPING: 77 WF 1952 7216
 HN0614_MARK LOGO: USGS
 HN0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0614+STABILITY: SURFACE MOTION
 HN0614
 HN0614  HISTORY     - Date     Condition        Report By
 HN0614  HISTORY     - 1952     MONUMENTED       USGS
 HN0614  HISTORY     - 1963     GOOD             CGS
 HN0614
 HN0614                          STATION DESCRIPTION
 HN0614
 HN0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0614'13.2 MI NW FROM ESCALANTE.
 HN0614'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0614'AT ESCALANTE, THENCE 8.35 MILES NORTHWEST ALONG A DIRT ROAD, IN THE
 HN0614'TOP OF A 4-BY 5-FOOT RED BOULDER WHICH PROJECTS ABOUT 1 1/2 FOOT ABOVE
 HN0614'THE GROUND, 30 FEET NORTH OF THE CENTER LINE OF THE ROAD, 35.0 FEET
 HN0614'WEST OF THE WEST END OF AN OLD LOG CABIN, 3.0 FEET NORTH OF A WITNESS
 HN0614'POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0163 ***********************************************************************
 KN0163  DESIGNATION -  7702
 KN0163  PID         -  KN0163
 KN0163  STATE/COUNTY-  UT/CARBON
 KN0163  COUNTRY     -  US
 KN0163  USGS QUAD   -  SCOFIELD (2017)
 KN0163
 KN0163                         *CURRENT SURVEY CONTROL
 KN0163  ______________________________________________________________________
 KN0163* NAD 83(1986) POSITION- 39 43 35.     (N) 111 09 45.     (W)   SCALED
 KN0163* NAVD 88 ORTHO HEIGHT -  2349.007 (meters)     7706.70  (feet) ADJUSTED
 KN0163  ______________________________________________________________________
 KN0163  GEOID HEIGHT    -        -15.930 (meters)                     GEOID18
 KN0163  DYNAMIC HEIGHT  -       2346.411 (meters)     7698.18  (feet) COMP
 KN0163  MODELED GRAVITY -    979,436.9   (mgal)                       NAVD 88
 KN0163
 KN0163  VERT ORDER      -  SECOND    CLASS 0
 KN0163
 KN0163.The horizontal coordinates were scaled from a map and have
 KN0163.an estimated accuracy of +/- 6 seconds.
 KN0163
 KN0163.The orthometric height was determined by differential leveling and
 KN0163.adjusted by the NATIONAL GEODETIC SURVEY
 KN0163.in June 1991.
 KN0163
 KN0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0163.GEOID18 height accuracy estimate available here.
 KN0163
 KN0163.Click photographs - Photos may exist for this station.
 KN0163
 KN0163.The dynamic height is computed by dividing the NAVD 88
 KN0163.geopotential number by the normal gravity value computed on the
 KN0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0163.degrees latitude (g = 980.6199 gals.).
 KN0163
 KN0163.The modeled gravity was interpolated from observed gravity values.
 KN0163
 KN0163;                    North         East    Units  Estimated Accuracy
 KN0163;SPC UT C     - 2,154,710.      528,930.      MT  (+/- 180 meters Scaled)
 KN0163
 KN0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ860974(NAD 83)
 KN0163
 KN0163                          SUPERSEDED SURVEY CONTROL
 KN0163
 KN0163  NGVD 29 (??/??/92) 2347.672  (m)         7702.32   (f) ADJ UNCH    2 0
 KN0163
 KN0163.Superseded values are not recommended for survey control.
 KN0163
 KN0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0163.See file dsdata.pdf to determine how the superseded data were derived.
 KN0163
 KN0163_MARKER: DD = SURVEY DISK
 KN0163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0163_SP_SET: BUILDING WINDOW SILL
 KN0163_STAMPING: 7702
 KN0163_MARK LOGO: USGS
 KN0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0163
 KN0163  HISTORY     - Date     Condition        Report By
 KN0163  HISTORY     - 1923     MONUMENTED       USGS
 KN0163  HISTORY     - 1935     GOOD             CGS
 KN0163
 KN0163                          STATION DESCRIPTION
 KN0163
 KN0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0163'IN SCOFIELD.
 KN0163'AT SCOFIELD, CARBON COUNTY, AT THE PUBLIC SCHOOL, AND IN THE TOP OF
 KN0163'THE SILL OF THE SECOND BASEMENT WINDOW NORTH OF THE MAIN ENTRANCE.  A
 KN0163'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7702.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0390 ***********************************************************************
 LO0390  DESIGNATION -  7713.0
 LO0390  PID         -  LO0390
 LO0390  STATE/COUNTY-  UT/WASATCH
 LO0390  COUNTRY     -  US
 LO0390  USGS QUAD   -  CO-OP CREEK (2017)
 LO0390
 LO0390                         *CURRENT SURVEY CONTROL
 LO0390  ______________________________________________________________________
 LO0390* NAD 83(1986) POSITION- 40 16 21.37   (N) 111 12 45.21   (W)   HD_HELD1
 LO0390* NAVD 88 ORTHO HEIGHT -  2353.441 (meters)     7721.25  (feet) ADJUSTED
 LO0390  ______________________________________________________________________
 LO0390  GEOID HEIGHT    -        -15.521 (meters)                     GEOID18
 LO0390  DYNAMIC HEIGHT  -       2350.966 (meters)     7713.13  (feet) COMP
 LO0390  MODELED GRAVITY -    979,488.6   (mgal)                       NAVD 88
 LO0390
 LO0390  VERT ORDER      -  SECOND    CLASS 0
 LO0390
 LO0390.The horizontal coordinates were determined by differentially corrected
 LO0390.hand held GPS observations or other comparable positioning techniques
 LO0390.and have an estimated accuracy of +/- 3 meters.
 LO0390
 LO0390.The orthometric height was determined by differential leveling and
 LO0390.adjusted by the NATIONAL GEODETIC SURVEY
 LO0390.in June 1991.
 LO0390
 LO0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0390.GEOID18 height accuracy estimate available here.
 LO0390
 LO0390.Click photographs - Photos may exist for this station.
 LO0390
 LO0390.The dynamic height is computed by dividing the NAVD 88
 LO0390.geopotential number by the normal gravity value computed on the
 LO0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0390.degrees latitude (g = 980.6199 gals.).
 LO0390
 LO0390.The modeled gravity was interpolated from observed gravity values.
 LO0390
 LO0390;                    North         East    Units  Estimated Accuracy
 LO0390;SPC UT C     - 2,215,337.1     524,446.1     MT  (+/- 3 meters HH1 GPS) 
 LO0390
 LO0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK8192858035(NAD 83)
 LO0390
 LO0390                          SUPERSEDED SURVEY CONTROL
 LO0390
 LO0390  NGVD 29 (??/??/92) 2352.046  (m)         7716.67   (f) ADJ UNCH    2 0
 LO0390
 LO0390.Superseded values are not recommended for survey control.
 LO0390
 LO0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0390.See file dsdata.pdf to determine how the superseded data were derived.
 LO0390
 LO0390_MARKER: DD = SURVEY DISK
 LO0390_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0390_SP_SET: CULVERT HEADWALL
 LO0390_STAMPING: 7713.0
 LO0390_MARK LOGO: BPR
 LO0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0390+STABILITY: SURFACE MOTION
 LO0390
 LO0390  HISTORY     - Date     Condition        Report By
 LO0390  HISTORY     - UNK      MONUMENTED       BPR
 LO0390  HISTORY     - 1934     GOOD             CGS
 LO0390
 LO0390                          STATION DESCRIPTION
 LO0390
 LO0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0390'20.8 MI SE FROM HEBER.
 LO0390'20.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0390'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0390'NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0390'STAMPED 7713.0.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0375 ***********************************************************************
 LO0375  DESIGNATION -  7715.4
 LO0375  PID         -  LO0375
 LO0375  STATE/COUNTY-  UT/WASATCH
 LO0375  COUNTRY     -  US
 LO0375  USGS QUAD   -  STRAWBERRY RESERVOIR NE (2017)
 LO0375
 LO0375                         *CURRENT SURVEY CONTROL
 LO0375  ______________________________________________________________________
 LO0375* NAD 83(1986) POSITION- 40 11 44.     (N) 111 05 30.     (W)   SCALED
 LO0375* NAVD 88 ORTHO HEIGHT -  2354.182 (meters)     7723.68  (feet) ADJUSTED
 LO0375  ______________________________________________________________________
 LO0375  GEOID HEIGHT    -        -15.666 (meters)                     GEOID18
 LO0375  DYNAMIC HEIGHT  -       2351.662 (meters)     7715.41  (feet) COMP
 LO0375  MODELED GRAVITY -    979,470.7   (mgal)                       NAVD 88
 LO0375
 LO0375  VERT ORDER      -  SECOND    CLASS 0
 LO0375
 LO0375.The horizontal coordinates were scaled from a map and have
 LO0375.an estimated accuracy of +/- 6 seconds.
 LO0375
 LO0375.The orthometric height was determined by differential leveling and
 LO0375.adjusted by the NATIONAL GEODETIC SURVEY
 LO0375.in June 1991.
 LO0375
 LO0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0375.GEOID18 height accuracy estimate available here.
 LO0375
 LO0375.Click photographs - Photos may exist for this station.
 LO0375
 LO0375.The dynamic height is computed by dividing the NAVD 88
 LO0375.geopotential number by the normal gravity value computed on the
 LO0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0375.degrees latitude (g = 980.6199 gals.).
 LO0375
 LO0375.The modeled gravity was interpolated from observed gravity values.
 LO0375
 LO0375;                    North         East    Units  Estimated Accuracy
 LO0375;SPC UT C     - 2,206,820.      534,770.      MT  (+/- 180 meters Scaled)
 LO0375
 LO0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK921494(NAD 83)
 LO0375
 LO0375                          SUPERSEDED SURVEY CONTROL
 LO0375
 LO0375  NGVD 29 (??/??/92) 2352.753  (m)         7718.99   (f) ADJ UNCH    2 0
 LO0375
 LO0375.Superseded values are not recommended for survey control.
 LO0375
 LO0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0375.See file dsdata.pdf to determine how the superseded data were derived.
 LO0375
 LO0375_MARKER: DD = SURVEY DISK
 LO0375_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LO0375_SP_SET: CULVERT HEADWALL
 LO0375_STAMPING: 7715.4
 LO0375_MARK LOGO: BPR
 LO0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0375
 LO0375  HISTORY     - Date     Condition        Report By
 LO0375  HISTORY     - UNK      MONUMENTED       BPR
 LO0375  HISTORY     - 1934     GOOD             CGS
 LO0375  HISTORY     - 19900701 MARK NOT FOUND   USGS
 LO0375
 LO0375                          STATION DESCRIPTION
 LO0375
 LO0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0375'15.8 MI W FROM FRUITLAND.
 LO0375'IN WASATCH COUNTY, 15.8 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0375'OFFICE AT FRUITLAND, DUCHESNE COUNTY, AT A CONCRETE CULVERT, AND IN
 LO0375'THE TOP OF THE NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS
 LO0375'STANDARD DISK, STAMPED 7715.4.
 LO0375
 LO0375                          STATION RECOVERY (1990)
 LO0375
 LO0375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SDC)
 LO0375'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0213 ***********************************************************************
 LN0213  DESIGNATION -  7717.2
 LN0213  PID         -  LN0213
 LN0213  STATE/COUNTY-  UT/DAGGETT
 LN0213  COUNTRY     -  US
 LN0213  USGS QUAD   -  MOUNT LENA (2017)
 LN0213
 LN0213                         *CURRENT SURVEY CONTROL
 LN0213  ______________________________________________________________________
 LN0213* NAD 83(1986) POSITION- 40 50 20.     (N) 109 27 59.     (W)   SCALED
 LN0213* NAVD 88 ORTHO HEIGHT -  2462.734 (meters)     8079.82  (feet) POSTED
 LN0213  ______________________________________________________________________
 LN0213  GEOID HEIGHT    -        -13.677 (meters)                     GEOID18
 LN0213  DYNAMIC HEIGHT  -       2460.34  (meters)     8072.0   (feet) COMP
 LN0213  MODELED GRAVITY -    979,563.5   (mgal)                       NAVD 88
 LN0213
 LN0213  VERT ORDER      -  * POSTED, SEE BELOW
 LN0213
 LN0213.The horizontal coordinates were scaled from a map and have
 LN0213.an estimated accuracy of +/- 6 seconds.
 LN0213
 LN0213.The orthometric height was determined by differential leveling
 LN0213.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LN0213
 LN0213.* This is a POSTED BENCH MARK height.
 LN0213
 LN0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0213.GEOID18 height accuracy estimate available here.
 LN0213
 LN0213.Click photographs - Photos may exist for this station.
 LN0213
 LN0213.The dynamic height is computed by dividing the NAVD 88
 LN0213.geopotential number by the normal gravity value computed on the
 LN0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0213.degrees latitude (g = 980.6199 gals.).
 LN0213
 LN0213.The modeled gravity was interpolated from observed gravity values.
 LN0213
 LN0213;                    North         East    Units  Estimated Accuracy
 LN0213;SPC UT N     - 1,058,150.      671,500.      MT  (+/- 180 meters Scaled)
 LN0213
 LN0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL292220(NAD 83)
 LN0213
 LN0213                          SUPERSEDED SURVEY CONTROL
 LN0213
 LN0213  NGVD 29 (??/??/92) 2461.338  (m)         8075.24   (f) ADJ UNCH    1 2
 LN0213
 LN0213.Superseded values are not recommended for survey control.
 LN0213
 LN0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0213.See file dsdata.pdf to determine how the superseded data were derived.
 LN0213
 LN0213_MARKER: P = PIPE CAP
 LN0213_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LN0213_STAMPING: 7717.2 1928
 LN0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0213
 LN0213  HISTORY     - Date     Condition        Report By
 LN0213  HISTORY     - 1928     MONUMENTED       BPR
 LN0213  HISTORY     - 1967     MARK NOT FOUND   USGS
 LN0213  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0213
 LN0213                          STATION DESCRIPTION
 LN0213
 LN0213'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1928
 LN0213'35.9 MI N FROM VERNAL.
 LN0213'IN DAGGETT COUNTY, ABOUT 35.9 MILES NORTH ALONG STATE HIGHWAY 44 FROM
 LN0213'VERNAL, UINTAH COUNTY, ABOUT 2.5 MILES SOUTH OF THE T-JUNCTION OF THE
 LN0213'SIDE ROAD LEADING EAST TO GREEN RIVER RANGER STATION, ABOUT 600 FEET
 LN0213'NORTH OF A RIGHT-OF-WAY STAKE MARKED 68, ABOUT 100 FEET NORTHEAST OF A
 LN0213'RED SANDSTONE OUTCROP 50 FEET WEST OF THE HIGHWAY, AND 14 FEET WEST OF
 LN0213'THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC
 LN0213'ROADS STANDARD CAP, STAMPED 7717.2 1928 AND RIVETED ON THE TOP OF A
 LN0213'2-INCH IRON PIPE.
 LN0213
 LN0213                          STATION RECOVERY (1967)
 LN0213
 LN0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LN0213'MARK NOT FOUND.
 LN0213
 LN0213                          STATION RECOVERY (1984)
 LN0213
 LN0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0213'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0391 ***********************************************************************
 LO0391  DESIGNATION -  7738.4
 LO0391  PID         -  LO0391
 LO0391  STATE/COUNTY-  UT/WASATCH
 LO0391  COUNTRY     -  US
 LO0391  USGS QUAD   -  CO-OP CREEK (2017)
 LO0391
 LO0391                         *CURRENT SURVEY CONTROL
 LO0391  ______________________________________________________________________
 LO0391* NAD 83(1986) POSITION- 40 16 45.     (N) 111 13 14.     (W)   SCALED
 LO0391* NAVD 88 ORTHO HEIGHT -  2361.202 (meters)     7746.71  (feet) ADJUSTED
 LO0391  ______________________________________________________________________
 LO0391  GEOID HEIGHT    -        -15.502 (meters)                     GEOID18
 LO0391  DYNAMIC HEIGHT  -       2358.728 (meters)     7738.59  (feet) COMP
 LO0391  MODELED GRAVITY -    979,492.0   (mgal)                       NAVD 88
 LO0391
 LO0391  VERT ORDER      -  SECOND    CLASS 0
 LO0391
 LO0391.The horizontal coordinates were scaled from a map and have
 LO0391.an estimated accuracy of +/- 6 seconds.
 LO0391
 LO0391.The orthometric height was determined by differential leveling and
 LO0391.adjusted by the NATIONAL GEODETIC SURVEY
 LO0391.in June 1991.
 LO0391
 LO0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0391.GEOID18 height accuracy estimate available here.
 LO0391
 LO0391.Click photographs - Photos may exist for this station.
 LO0391
 LO0391.The dynamic height is computed by dividing the NAVD 88
 LO0391.geopotential number by the normal gravity value computed on the
 LO0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0391.degrees latitude (g = 980.6199 gals.).
 LO0391
 LO0391.The modeled gravity was interpolated from observed gravity values.
 LO0391
 LO0391;                    North         East    Units  Estimated Accuracy
 LO0391;SPC UT C     - 2,216,060.      523,760.      MT  (+/- 180 meters Scaled)
 LO0391
 LO0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK812587(NAD 83)
 LO0391
 LO0391                          SUPERSEDED SURVEY CONTROL
 LO0391
 LO0391  NGVD 29 (??/??/92) 2359.816  (m)         7742.16   (f) ADJ UNCH    2 0
 LO0391
 LO0391.Superseded values are not recommended for survey control.
 LO0391
 LO0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0391.See file dsdata.pdf to determine how the superseded data were derived.
 LO0391
 LO0391_MARKER: DD = SURVEY DISK
 LO0391_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0391_SP_SET: CULVERT HEADWALL
 LO0391_STAMPING: 7738.4
 LO0391_MARK LOGO: BPR
 LO0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0391+STABILITY: SURFACE MOTION
 LO0391
 LO0391  HISTORY     - Date     Condition        Report By
 LO0391  HISTORY     - UNK      MONUMENTED       BPR
 LO0391  HISTORY     - 1934     GOOD             CGS
 LO0391  HISTORY     - 1967     MARK NOT FOUND   CGS
 LO0391
 LO0391                          STATION DESCRIPTION
 LO0391
 LO0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0391'20.1 MI SE FROM HEBER.
 LO0391'20.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0391'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0391'NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0391'STAMPED 7738.4.
 LO0391
 LO0391                          STATION RECOVERY (1967)
 LO0391
 LO0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LO0391'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0392 ***********************************************************************
 LO0392  DESIGNATION -  7745.6
 LO0392  PID         -  LO0392
 LO0392  STATE/COUNTY-  UT/WASATCH
 LO0392  COUNTRY     -  US
 LO0392  USGS QUAD   -  CO-OP CREEK (2017)
 LO0392
 LO0392                         *CURRENT SURVEY CONTROL
 LO0392  ______________________________________________________________________
 LO0392* NAD 83(1986) POSITION- 40 16 51.     (N) 111 13 33.     (W)   SCALED
 LO0392* NAVD 88 ORTHO HEIGHT -  2363.372 (meters)     7753.83  (feet) ADJUSTED
 LO0392  ______________________________________________________________________
 LO0392  GEOID HEIGHT    -        -15.500 (meters)                     GEOID18
 LO0392  DYNAMIC HEIGHT  -       2360.899 (meters)     7745.72  (feet) COMP
 LO0392  MODELED GRAVITY -    979,493.3   (mgal)                       NAVD 88
 LO0392
 LO0392  VERT ORDER      -  SECOND    CLASS 0
 LO0392
 LO0392.The horizontal coordinates were scaled from a map and have
 LO0392.an estimated accuracy of +/- 6 seconds.
 LO0392
 LO0392.The orthometric height was determined by differential leveling and
 LO0392.adjusted by the NATIONAL GEODETIC SURVEY
 LO0392.in June 1991.
 LO0392
 LO0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0392.GEOID18 height accuracy estimate available here.
 LO0392
 LO0392.Click photographs - Photos may exist for this station.
 LO0392
 LO0392.The dynamic height is computed by dividing the NAVD 88
 LO0392.geopotential number by the normal gravity value computed on the
 LO0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0392.degrees latitude (g = 980.6199 gals.).
 LO0392
 LO0392.The modeled gravity was interpolated from observed gravity values.
 LO0392
 LO0392;                    North         East    Units  Estimated Accuracy
 LO0392;SPC UT C     - 2,216,250.      523,310.      MT  (+/- 180 meters Scaled)
 LO0392
 LO0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK808589(NAD 83)
 LO0392
 LO0392                          SUPERSEDED SURVEY CONTROL
 LO0392
 LO0392  NGVD 29 (??/??/92) 2361.985  (m)         7749.28   (f) ADJ UNCH    2 0
 LO0392
 LO0392.Superseded values are not recommended for survey control.
 LO0392
 LO0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0392.See file dsdata.pdf to determine how the superseded data were derived.
 LO0392
 LO0392_MARKER: DD = SURVEY DISK
 LO0392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0392_SP_SET: BRIDGE
 LO0392_STAMPING: 7745.6
 LO0392_MARK LOGO: BPR
 LO0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0392
 LO0392  HISTORY     - Date     Condition        Report By
 LO0392  HISTORY     - UNK      MONUMENTED       BPR
 LO0392  HISTORY     - 1934     GOOD             CGS
 LO0392  HISTORY     - 1967     MARK NOT FOUND   CGS
 LO0392
 LO0392                          STATION DESCRIPTION
 LO0392
 LO0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0392'19.8 MI SE FROM HEBER.
 LO0392'19.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0392'HEBER, WASATCH COUNTY, AT A CONCRETE BRIDGE, AND IN THE TOP OF THE
 LO0392'NORTHEAST CORNER.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD
 LO0392'DISK, STAMPED 7745.6.
 LO0392
 LO0392                          STATION RECOVERY (1967)
 LO0392
 LO0392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LO0392'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0376 ***********************************************************************
 LO0376  DESIGNATION -  7757.1
 LO0376  PID         -  LO0376
 LO0376  STATE/COUNTY-  UT/WASATCH
 LO0376  COUNTRY     -  US
 LO0376  USGS QUAD   -  STRAWBERRY RESERVOIR NE (2017)
 LO0376
 LO0376                         *CURRENT SURVEY CONTROL
 LO0376  ______________________________________________________________________
 LO0376* NAD 83(1986) POSITION- 40 11 47.     (N) 111 05 49.     (W)   SCALED
 LO0376* NAVD 88 ORTHO HEIGHT -  2366.895 (meters)     7765.39  (feet) ADJUSTED
 LO0376  ______________________________________________________________________
 LO0376  GEOID HEIGHT    -        -15.667 (meters)                     GEOID18
 LO0376  DYNAMIC HEIGHT  -       2364.366 (meters)     7757.09  (feet) COMP
 LO0376  MODELED GRAVITY -    979,471.9   (mgal)                       NAVD 88
 LO0376
 LO0376  VERT ORDER      -  SECOND    CLASS 0
 LO0376
 LO0376.The horizontal coordinates were scaled from a map and have
 LO0376.an estimated accuracy of +/- 6 seconds.
 LO0376
 LO0376.The orthometric height was determined by differential leveling and
 LO0376.adjusted by the NATIONAL GEODETIC SURVEY
 LO0376.in June 1991.
 LO0376
 LO0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0376.GEOID18 height accuracy estimate available here.
 LO0376
 LO0376.Click photographs - Photos may exist for this station.
 LO0376
 LO0376.The dynamic height is computed by dividing the NAVD 88
 LO0376.geopotential number by the normal gravity value computed on the
 LO0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0376.degrees latitude (g = 980.6199 gals.).
 LO0376
 LO0376.The modeled gravity was interpolated from observed gravity values.
 LO0376
 LO0376;                    North         East    Units  Estimated Accuracy
 LO0376;SPC UT C     - 2,206,910.      534,320.      MT  (+/- 180 meters Scaled)
 LO0376
 LO0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK917495(NAD 83)
 LO0376
 LO0376                          SUPERSEDED SURVEY CONTROL
 LO0376
 LO0376  NGVD 29 (??/??/92) 2365.472  (m)         7760.72   (f) ADJ UNCH    2 0
 LO0376
 LO0376.Superseded values are not recommended for survey control.
 LO0376
 LO0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0376.See file dsdata.pdf to determine how the superseded data were derived.
 LO0376
 LO0376_MARKER: DD = SURVEY DISK
 LO0376_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0376_SP_SET: CULVERT HEADWALL
 LO0376_STAMPING: 7757.1
 LO0376_MARK LOGO: BPR
 LO0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0376+STABILITY: SURFACE MOTION
 LO0376
 LO0376  HISTORY     - Date     Condition        Report By
 LO0376  HISTORY     - UNK      MONUMENTED       BPR
 LO0376  HISTORY     - 1934     GOOD             CGS
 LO0376  HISTORY     - 19900701 MARK NOT FOUND   USGS
 LO0376
 LO0376                          STATION DESCRIPTION
 LO0376
 LO0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0376'16.1 MI W FROM FRUITLAND.
 LO0376'IN WASATCH COUNTY, 16.1 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0376'OFFICE AT FRUITLAND, DUCHESNE COUNTY, ABOUT 250 FEET EAST OF THE
 LO0376'SUMMIT EAST OF STAWBERRY RESERVOIR, AT A CULVERT, AND IN THE TOP OF A
 LO0376'HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0376'STAMPED 775.1.
 LO0376
 LO0376                          STATION RECOVERY (1990)
 LO0376
 LO0376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SDC)
 LO0376'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0370 ***********************************************************************
 LO0370  DESIGNATION -  7761.8
 LO0370  PID         -  LO0370
 LO0370  STATE/COUNTY-  UT/WASATCH
 LO0370  COUNTRY     -  US
 LO0370  USGS QUAD   -  STRAWBERRY RESERVOIR NE (2017)
 LO0370
 LO0370                         *CURRENT SURVEY CONTROL
 LO0370  ______________________________________________________________________
 LO0370* NAD 83(1986) POSITION- 40 11 08.     (N) 111 01 26.     (W)   SCALED
 LO0370* NAVD 88 ORTHO HEIGHT -  2368.293 (meters)     7769.97  (feet) ADJUSTED
 LO0370  ______________________________________________________________________
 LO0370  GEOID HEIGHT    -        -15.713 (meters)                     GEOID18
 LO0370  DYNAMIC HEIGHT  -       2365.783 (meters)     7761.74  (feet) COMP
 LO0370  MODELED GRAVITY -    979,480.1   (mgal)                       NAVD 88
 LO0370
 LO0370  VERT ORDER      -  SECOND    CLASS 0
 LO0370
 LO0370.The horizontal coordinates were scaled from a map and have
 LO0370.an estimated accuracy of +/- 6 seconds.
 LO0370
 LO0370.The orthometric height was determined by differential leveling and
 LO0370.adjusted by the NATIONAL GEODETIC SURVEY
 LO0370.in June 1991.
 LO0370
 LO0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0370.GEOID18 height accuracy estimate available here.
 LO0370
 LO0370.Click photographs - Photos may exist for this station.
 LO0370
 LO0370.The dynamic height is computed by dividing the NAVD 88
 LO0370.geopotential number by the normal gravity value computed on the
 LO0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0370.degrees latitude (g = 980.6199 gals.).
 LO0370
 LO0370.The modeled gravity was interpolated from observed gravity values.
 LO0370
 LO0370;                    North         East    Units  Estimated Accuracy
 LO0370;SPC UT C     - 2,205,740.      540,540.      MT  (+/- 180 meters Scaled)
 LO0370
 LO0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK979483(NAD 83)
 LO0370
 LO0370                          SUPERSEDED SURVEY CONTROL
 LO0370
 LO0370  NGVD 29 (??/??/92) 2366.888  (m)         7765.37   (f) ADJ UNCH    2 0
 LO0370
 LO0370.Superseded values are not recommended for survey control.
 LO0370
 LO0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0370.See file dsdata.pdf to determine how the superseded data were derived.
 LO0370
 LO0370_MARKER: DD = SURVEY DISK
 LO0370_SETTING: 80 = SET IN A BOULDER
 LO0370_STAMPING: 7761.8
 LO0370_MARK LOGO: BPR
 LO0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0370+STABILITY: SURFACE MOTION
 LO0370
 LO0370  HISTORY     - Date     Condition        Report By
 LO0370  HISTORY     - UNK      MONUMENTED       BPR
 LO0370  HISTORY     - 1934     GOOD             CGS
 LO0370
 LO0370                          STATION DESCRIPTION
 LO0370
 LO0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0370'11.8 MI W FROM FRUITLAND.
 LO0370'IN WASATCH COUNTY, 11.8 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0370'OFFICE AT FRUITLAND, DUCHESNE COUNTY, AT A SUMMIT, ON THE NORTH SIDE
 LO0370'OF THE HIGHWAY, AND IN THE TOP OF A LARGE PROMINENT BOULDER.  A UNITED
 LO0370'STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 7761.8.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0393 ***********************************************************************
 LO0393  DESIGNATION -  7762.8
 LO0393  PID         -  LO0393
 LO0393  STATE/COUNTY-  UT/WASATCH
 LO0393  COUNTRY     -  US
 LO0393  USGS QUAD   -  CO-OP CREEK (2017)
 LO0393
 LO0393                         *CURRENT SURVEY CONTROL
 LO0393  ______________________________________________________________________
 LO0393* NAD 83(1986) POSITION- 40 16 56.     (N) 111 13 54.     (W)   SCALED
 LO0393* NAVD 88 ORTHO HEIGHT -  2367.727 (meters)     7768.12  (feet) ADJUSTED
 LO0393  ______________________________________________________________________
 LO0393  GEOID HEIGHT    -        -15.500 (meters)                     GEOID18
 LO0393  DYNAMIC HEIGHT  -       2365.253 (meters)     7760.00  (feet) COMP
 LO0393  MODELED GRAVITY -    979,494.9   (mgal)                       NAVD 88
 LO0393
 LO0393  VERT ORDER      -  SECOND    CLASS 0
 LO0393
 LO0393.The horizontal coordinates were scaled from a map and have
 LO0393.an estimated accuracy of +/- 6 seconds.
 LO0393
 LO0393.The orthometric height was determined by differential leveling and
 LO0393.adjusted by the NATIONAL GEODETIC SURVEY
 LO0393.in June 1991.
 LO0393
 LO0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0393.GEOID18 height accuracy estimate available here.
 LO0393
 LO0393.Click photographs - Photos may exist for this station.
 LO0393
 LO0393.The dynamic height is computed by dividing the NAVD 88
 LO0393.geopotential number by the normal gravity value computed on the
 LO0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0393.degrees latitude (g = 980.6199 gals.).
 LO0393
 LO0393.The modeled gravity was interpolated from observed gravity values.
 LO0393
 LO0393;                    North         East    Units  Estimated Accuracy
 LO0393;SPC UT C     - 2,216,400.      522,820.      MT  (+/- 180 meters Scaled)
 LO0393
 LO0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK803591(NAD 83)
 LO0393
 LO0393                          SUPERSEDED SURVEY CONTROL
 LO0393
 LO0393  NGVD 29 (??/??/92) 2366.344  (m)         7763.58   (f) ADJ UNCH    2 0
 LO0393
 LO0393.Superseded values are not recommended for survey control.
 LO0393
 LO0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0393.See file dsdata.pdf to determine how the superseded data were derived.
 LO0393
 LO0393_MARKER: DD = SURVEY DISK
 LO0393_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0393_SP_SET: CULVERT HEADWALL
 LO0393_STAMPING: 7762.8
 LO0393_MARK LOGO: BPR
 LO0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0393+STABILITY: SURFACE MOTION
 LO0393
 LO0393  HISTORY     - Date     Condition        Report By
 LO0393  HISTORY     - UNK      MONUMENTED       BPR
 LO0393  HISTORY     - 1934     GOOD             CGS
 LO0393  HISTORY     - 1967     MARK NOT FOUND   CGS
 LO0393  HISTORY     - 19900701 MARK NOT FOUND   USGS
 LO0393
 LO0393                          STATION DESCRIPTION
 LO0393
 LO0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0393'19.6 MI SE FROM HEBER.
 LO0393'19.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0393'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0393'NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0393'STAMPED 7762.8.
 LO0393
 LO0393                          STATION RECOVERY (1967)
 LO0393
 LO0393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LO0393'MARK NOT FOUND.
 LO0393
 LO0393                          STATION RECOVERY (1990)
 LO0393
 LO0393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SDC)
 LO0393'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0373 ***********************************************************************
 LO0373  DESIGNATION -  7773.4
 LO0373  PID         -  LO0373
 LO0373  STATE/COUNTY-  UT/WASATCH
 LO0373  COUNTRY     -  US
 LO0373  USGS QUAD   -  STRAWBERRY RESERVOIR NE (2017)
 LO0373
 LO0373                         *CURRENT SURVEY CONTROL
 LO0373  ______________________________________________________________________
 LO0373* NAD 83(1986) POSITION- 40 11 23.     (N) 111 04 27.     (W)   SCALED
 LO0373* NAVD 88 ORTHO HEIGHT -  2371.864 (meters)     7781.69  (feet) ADJUSTED
 LO0373  ______________________________________________________________________
 LO0373  GEOID HEIGHT    -        -15.678 (meters)                     GEOID18
 LO0373  DYNAMIC HEIGHT  -       2369.330 (meters)     7773.38  (feet) COMP
 LO0373  MODELED GRAVITY -    979,471.7   (mgal)                       NAVD 88
 LO0373
 LO0373  VERT ORDER      -  SECOND    CLASS 0
 LO0373
 LO0373.The horizontal coordinates were scaled from a map and have
 LO0373.an estimated accuracy of +/- 6 seconds.
 LO0373
 LO0373.The orthometric height was determined by differential leveling and
 LO0373.adjusted by the NATIONAL GEODETIC SURVEY
 LO0373.in June 1991.
 LO0373
 LO0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0373.GEOID18 height accuracy estimate available here.
 LO0373
 LO0373.Click photographs - Photos may exist for this station.
 LO0373
 LO0373.The dynamic height is computed by dividing the NAVD 88
 LO0373.geopotential number by the normal gravity value computed on the
 LO0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0373.degrees latitude (g = 980.6199 gals.).
 LO0373
 LO0373.The modeled gravity was interpolated from observed gravity values.
 LO0373
 LO0373;                    North         East    Units  Estimated Accuracy
 LO0373;SPC UT C     - 2,206,180.      536,260.      MT  (+/- 180 meters Scaled)
 LO0373
 LO0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK936488(NAD 83)
 LO0373
 LO0373                          SUPERSEDED SURVEY CONTROL
 LO0373
 LO0373  NGVD 29 (??/??/92) 2370.440  (m)         7777.02   (f) ADJ UNCH    2 0
 LO0373
 LO0373.Superseded values are not recommended for survey control.
 LO0373
 LO0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0373.See file dsdata.pdf to determine how the superseded data were derived.
 LO0373
 LO0373_MARKER: DD = SURVEY DISK
 LO0373_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0373_SP_SET: CULVERT HEADWALL
 LO0373_STAMPING: 7773.4
 LO0373_MARK LOGO: BPR
 LO0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0373+STABILITY: SURFACE MOTION
 LO0373
 LO0373  HISTORY     - Date     Condition        Report By
 LO0373  HISTORY     - UNK      MONUMENTED       BPR
 LO0373  HISTORY     - 1934     GOOD             CGS
 LO0373  HISTORY     - 19900701 MARK NOT FOUND   USGS
 LO0373
 LO0373                          STATION DESCRIPTION
 LO0373
 LO0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0373'14.7 MI W FROM FRUITLAND.
 LO0373'IN WASATCH COUNTY, 14.7 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0373'OFFICE AT FRUITLAND, DUCHESNE COUNTY, AT A CONCRETE CULVERT, AND IN
 LO0373'THE TOP OF THE SOUTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS
 LO0373'STANDARD DISK, STAMPED 7773.4.
 LO0373
 LO0373                          STATION RECOVERY (1990)
 LO0373
 LO0373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SDC)
 LO0373'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0211 ***********************************************************************
 LN0211  DESIGNATION -  7794.1
 LN0211  PID         -  LN0211
 LN0211  STATE/COUNTY-  UT/DAGGETT
 LN0211  COUNTRY     -  US
 LN0211  USGS QUAD   -  MOUNT LENA (2017)
 LN0211
 LN0211                         *CURRENT SURVEY CONTROL
 LN0211  ______________________________________________________________________
 LN0211* NAD 83(1986) POSITION- 40 47 50.     (N) 109 27 56.     (W)   SCALED
 LN0211* NAVD 88 ORTHO HEIGHT -  2486.24  (+/-2cm)     8156.9   (feet) VERTCON3
 LN0211  ______________________________________________________________________
 LN0211  GEOID HEIGHT    -        -13.768 (meters)                     GEOID18
 LN0211  VERT ORDER      -  ? (See Below)
 LN0211
 LN0211.The horizontal coordinates were scaled from a map and have
 LN0211.an estimated accuracy of +/- 6 seconds.
 LN0211
 LN0211.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0211
 LN0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0211.GEOID18 height accuracy estimate available here.
 LN0211
 LN0211.The vertical order pertains to the NGVD 29 superseded value.
 LN0211
 LN0211.Click photographs - Photos may exist for this station.
 LN0211
 LN0211;                    North         East    Units  Estimated Accuracy
 LN0211;SPC UT N     - 1,053,520.      671,670.      MT  (+/- 180 meters Scaled)
 LN0211
 LN0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL294173(NAD 83)
 LN0211
 LN0211                          SUPERSEDED SURVEY CONTROL
 LN0211
 LN0211  NGVD 29 (??/??/92) 2484.822  (m)         8152.29   (f) ADJ UNCH       
 LN0211
 LN0211.Superseded values are not recommended for survey control.
 LN0211
 LN0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0211.See file dsdata.pdf to determine how the superseded data were derived.
 LN0211
 LN0211_MARKER: P = PIPE CAP
 LN0211_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LN0211_STAMPING: 7794.1 1928
 LN0211_MARK LOGO: BPR
 LN0211_MAGNETIC: P = MARKER IS A STEEL PIPE
 LN0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0211
 LN0211  HISTORY     - Date     Condition        Report By
 LN0211  HISTORY     - 1928     MONUMENTED       BPR
 LN0211  HISTORY     - 1967     MARK NOT FOUND   USGS
 LN0211
 LN0211                          STATION DESCRIPTION
 LN0211
 LN0211'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1928
 LN0211'33.0 MI N FROM VERNAL.
 LN0211'IN DAGGETT COUNTY, ABOUT 33.0 MILES NORTH ALONG STATE HIGHWAY 44 FROM
 LN0211'VERNAL, UINTAH COUNTY, ABOUT 0.8 MILE NORTH OF CART CREEK, ABOUT 1/4
 LN0211'MILE NORTH OF THE CROWN OF A HILL, AND ABOUT 18 FEET EAST OF THE
 LN0211'CENTER LINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS
 LN0211'STANDARD CAP, STAMPED 7794.1 1928 AND RIVETED ON THE TOP OF A 2-INCH
 LN0211'IRON PIPE.
 LN0211
 LN0211                          STATION RECOVERY (1967)
 LN0211
 LN0211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LN0211'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0616 ***********************************************************************
 HN0616  DESIGNATION -  78 WF
 HN0616  PID         -  HN0616
 HN0616  STATE/COUNTY-  UT/GARFIELD
 HN0616  COUNTRY     -  US
 HN0616  USGS QUAD   -  GRIFFIN POINT (2017)
 HN0616
 HN0616                         *CURRENT SURVEY CONTROL
 HN0616  ______________________________________________________________________
 HN0616* NAD 83(1986) POSITION- 37 47 15.59   (N) 111 47 00.11   (W)   HD_HELD1
 HN0616* NAVD 88 ORTHO HEIGHT -  2097.099 (meters)     6880.23  (feet) ADJUSTED
 HN0616  ______________________________________________________________________
 HN0616  GEOID HEIGHT    -        -19.489 (meters)                     GEOID18
 HN0616  DYNAMIC HEIGHT  -       2094.552 (meters)     6871.88  (feet) COMP
 HN0616  MODELED GRAVITY -    979,339.8   (mgal)                       NAVD 88
 HN0616
 HN0616  VERT ORDER      -  SECOND    CLASS 0
 HN0616
 HN0616.The horizontal coordinates were determined by differentially corrected
 HN0616.hand held GPS observations or other comparable positioning techniques
 HN0616.and have an estimated accuracy of +/- 3 meters.
 HN0616
 HN0616.The orthometric height was determined by differential leveling and
 HN0616.adjusted by the NATIONAL GEODETIC SURVEY
 HN0616.in June 1991.
 HN0616
 HN0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0616.GEOID18 height accuracy estimate available here.
 HN0616
 HN0616.Click photographs - Photos may exist for this station.
 HN0616
 HN0616.The dynamic height is computed by dividing the NAVD 88
 HN0616.geopotential number by the normal gravity value computed on the
 HN0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0616.degrees latitude (g = 980.6199 gals.).
 HN0616
 HN0616.The modeled gravity was interpolated from observed gravity values.
 HN0616
 HN0616;                    North         East    Units  Estimated Accuracy
 HN0616;SPC UT S     - 3,124,450.0     475,041.1     MT  (+/- 3 meters HH1 GPS) 
 HN0616
 HN0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG3102482545(NAD 83)
 HN0616
 HN0616                          SUPERSEDED SURVEY CONTROL
 HN0616
 HN0616  NGVD 29 (??/??/92) 2095.781  (m)         6875.91   (f) ADJ UNCH    2 0
 HN0616
 HN0616.Superseded values are not recommended for survey control.
 HN0616
 HN0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0616.See file dsdata.pdf to determine how the superseded data were derived.
 HN0616
 HN0616_MARKER: DD = SURVEY DISK
 HN0616_SETTING: 80 = SET IN A BOULDER
 HN0616_STAMPING: 78 WF 1952 6876
 HN0616_MARK LOGO: USGS
 HN0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0616+STABILITY: SURFACE MOTION
 HN0616
 HN0616  HISTORY     - Date     Condition        Report By
 HN0616  HISTORY     - 1952     MONUMENTED       USGS
 HN0616  HISTORY     - 1963     GOOD             CGS
 HN0616
 HN0616                          STATION DESCRIPTION
 HN0616
 HN0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0616'11.15 MI NW FROM ESCALANTE.
 HN0616'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0616'AT ESCALANTE, THENCE 6.3 MILES NORTHWEST ALONG A DIRT ROAD, DIRECTLY
 HN0616'ACROSS THE ROAD FROM THE APPROXIMATE CENTER OF A HIGH PROMINENT ROCK
 HN0616'CLIFF, IN THE TOP OF A 10- BY 15-FOOT LONE BOULDER WHICH PROJECTS
 HN0616'ABOUT 5 FEET ABOVE THE GROUND, 50 FEET OF THE CENTER LINE OF THE ROAD,
 HN0616'7.5 FEET SOUTH OF A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE
 HN0616'ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0394 ***********************************************************************
 LO0394  DESIGNATION -  7848.1
 LO0394  PID         -  LO0394
 LO0394  STATE/COUNTY-  UT/WASATCH
 LO0394  COUNTRY     -  US
 LO0394  USGS QUAD   -  CO-OP CREEK (2017)
 LO0394
 LO0394                         *CURRENT SURVEY CONTROL
 LO0394  ______________________________________________________________________
 LO0394* NAD 83(1986) POSITION- 40 17 20.     (N) 111 14 47.     (W)   SCALED
 LO0394* NAVD 88 ORTHO HEIGHT -  2393.643 (meters)     7853.14  (feet) ADJUSTED
 LO0394  ______________________________________________________________________
 LO0394  GEOID HEIGHT    -        -15.489 (meters)                     GEOID18
 LO0394  DYNAMIC HEIGHT  -       2391.158 (meters)     7844.99  (feet) COMP
 LO0394  MODELED GRAVITY -    979,500.6   (mgal)                       NAVD 88
 LO0394
 LO0394  VERT ORDER      -  SECOND    CLASS 0
 LO0394
 LO0394.The horizontal coordinates were scaled from a map and have
 LO0394.an estimated accuracy of +/- 6 seconds.
 LO0394
 LO0394.The orthometric height was determined by differential leveling and
 LO0394.adjusted by the NATIONAL GEODETIC SURVEY
 LO0394.in June 1991.
 LO0394
 LO0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0394.GEOID18 height accuracy estimate available here.
 LO0394
 LO0394.Click photographs - Photos may exist for this station.
 LO0394
 LO0394.The dynamic height is computed by dividing the NAVD 88
 LO0394.geopotential number by the normal gravity value computed on the
 LO0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0394.degrees latitude (g = 980.6199 gals.).
 LO0394
 LO0394.The modeled gravity was interpolated from observed gravity values.
 LO0394
 LO0394;                    North         East    Units  Estimated Accuracy
 LO0394;SPC UT C     - 2,217,140.      521,560.      MT  (+/- 180 meters Scaled)
 LO0394
 LO0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK790598(NAD 83)
 LO0394
 LO0394                          SUPERSEDED SURVEY CONTROL
 LO0394
 LO0394  NGVD 29 (??/??/92) 2392.272  (m)         7848.65   (f) ADJ UNCH    2 0
 LO0394
 LO0394.Superseded values are not recommended for survey control.
 LO0394
 LO0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0394.See file dsdata.pdf to determine how the superseded data were derived.
 LO0394
 LO0394_MARKER: DD = SURVEY DISK
 LO0394_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0394_SP_SET: CULVERT HEADWALL
 LO0394_STAMPING: 7848.1
 LO0394_MARK LOGO: BPR
 LO0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0394+STABILITY: SURFACE MOTION
 LO0394
 LO0394  HISTORY     - Date     Condition        Report By
 LO0394  HISTORY     - UNK      MONUMENTED       BPR
 LO0394  HISTORY     - 1934     GOOD             CGS
 LO0394  HISTORY     - 1967     MARK NOT FOUND   CGS
 LO0394
 LO0394                          STATION DESCRIPTION
 LO0394
 LO0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0394'18.5 MI SE FROM HEBER.
 LO0394'18.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0394'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0394'NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0394'STAMPED 7848.1.
 LO0394
 LO0394                          STATION RECOVERY (1967)
 LO0394
 LO0394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LO0394'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0205 ***********************************************************************
 LN0205  DESIGNATION -  7862.9
 LN0205  PID         -  LN0205
 LN0205  STATE/COUNTY-  UT/UINTAH
 LN0205  COUNTRY     -  US
 LN0205  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0205
 LN0205                         *CURRENT SURVEY CONTROL
 LN0205  ______________________________________________________________________
 LN0205* NAD 83(1986) POSITION- 40 42 18.     (N) 109 29 43.     (W)   SCALED
 LN0205* NAVD 88 ORTHO HEIGHT -  2507.158 (meters)     8225.57  (feet) ADJUSTED
 LN0205  ______________________________________________________________________
 LN0205  GEOID HEIGHT    -        -14.176 (meters)                     GEOID18
 LN0205  DYNAMIC HEIGHT  -       2504.617 (meters)     8217.23  (feet) COMP
 LN0205  MODELED GRAVITY -    979,520.0   (mgal)                       NAVD 88
 LN0205
 LN0205  VERT ORDER      -  FIRST     CLASS II
 LN0205
 LN0205.The horizontal coordinates were scaled from a map and have
 LN0205.an estimated accuracy of +/- 6 seconds.
 LN0205
 LN0205.The orthometric height was determined by differential leveling and
 LN0205.adjusted by the NATIONAL GEODETIC SURVEY
 LN0205.in June 1991.
 LN0205
 LN0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0205.GEOID18 height accuracy estimate available here.
 LN0205
 LN0205.Click photographs - Photos may exist for this station.
 LN0205
 LN0205.The dynamic height is computed by dividing the NAVD 88
 LN0205.geopotential number by the normal gravity value computed on the
 LN0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0205.degrees latitude (g = 980.6199 gals.).
 LN0205
 LN0205.The modeled gravity was interpolated from observed gravity values.
 LN0205
 LN0205;                    North         East    Units  Estimated Accuracy
 LN0205;SPC UT C     - 2,265,210.      669,410.      MT  (+/- 180 meters Scaled)
 LN0205
 LN0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL271070(NAD 83)
 LN0205
 LN0205                          SUPERSEDED SURVEY CONTROL
 LN0205
 LN0205  NGVD 29 (??/??/92) 2505.686  (m)         8220.74   (f) ADJ UNCH    1 2
 LN0205
 LN0205.Superseded values are not recommended for survey control.
 LN0205
 LN0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0205.See file dsdata.pdf to determine how the superseded data were derived.
 LN0205
 LN0205_MARKER: P = PIPE CAP
 LN0205_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LN0205_STAMPING: 7862.9 1928
 LN0205_MARK LOGO: BPR
 LN0205_MAGNETIC: P = MARKER IS A STEEL PIPE
 LN0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0205
 LN0205  HISTORY     - Date     Condition        Report By
 LN0205  HISTORY     - 1928     MONUMENTED       BPR
 LN0205  HISTORY     - 1934     POOR             CGS
 LN0205  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0205
 LN0205                          STATION DESCRIPTION
 LN0205
 LN0205'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1928
 LN0205'24.9 MI N FROM VERNAL.
 LN0205'ABOUT 24.9 MILES NORTH ALONG STATE HIGHWAY 44 FROM VERNAL, UINTAH
 LN0205'COUNTY, ABOUT 0.3 MILE SOUTH OF LITTLE BRUSH CREEK, ABOUT 500 FEET
 LN0205'NORTHEAST OF A HAIRPIN CURVE, AT THE EAST EDGE OF AN ASPEN GROVE, 20
 LN0205'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 2-1/2 FEET NORTH OF
 LN0205'THE RIGHT-OF-WAY STAKE MARKED 10.  A UNITED STATES BUREAU OF PUBLIC
 LN0205'ROADS STANDARD CAP, STAMPED 7862.9 1928 AND RIVETED ON THE TOP OF A
 LN0205'2-INCH IRON PIPE.
 LN0205
 LN0205                          STATION RECOVERY (1934)
 LN0205
 LN0205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 LN0205'MARK RECOVERED IN POOR CONDITION.
 LN0205
 LN0205                          STATION RECOVERY (1984)
 LN0205
 LN0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0205'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0160 ***********************************************************************
 HO0160  DESIGNATION -  79
 HO0160  PID         -  HO0160
 HO0160  STATE/COUNTY-  UT/WASHINGTON
 HO0160  COUNTRY     -  US
 HO0160  USGS QUAD   -  SPRINGDALE EAST (2017)
 HO0160
 HO0160                         *CURRENT SURVEY CONTROL
 HO0160  ______________________________________________________________________
 HO0160* NAD 83(1986) POSITION- 37 12 05.     (N) 112 59 18.     (W)   SCALED
 HO0160* NAVD 88 ORTHO HEIGHT -  1203.677 (meters)     3949.06  (feet) POSTED
 HO0160  ______________________________________________________________________
 HO0160  GEOID HEIGHT    -        -22.498 (meters)                     GEOID18
 HO0160  DYNAMIC HEIGHT  -       1202.36  (meters)     3944.7   (feet) COMP
 HO0160  MODELED GRAVITY -    979,495.8   (mgal)                       NAVD 88
 HO0160
 HO0160  VERT ORDER      -  * POSTED, SEE BELOW
 HO0160
 HO0160.The horizontal coordinates were scaled from a map and have
 HO0160.an estimated accuracy of +/- 6 seconds.
 HO0160
 HO0160.The orthometric height was determined by differential leveling
 HO0160.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0160
 HO0160.* This is a POSTED BENCH MARK height.
 HO0160
 HO0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0160.GEOID18 height accuracy estimate available here.
 HO0160
 HO0160.Click photographs - Photos may exist for this station.
 HO0160
 HO0160.The dynamic height is computed by dividing the NAVD 88
 HO0160.geopotential number by the normal gravity value computed on the
 HO0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0160.degrees latitude (g = 980.6199 gals.).
 HO0160
 HO0160.The modeled gravity was interpolated from observed gravity values.
 HO0160
 HO0160;                    North         East    Units  Estimated Accuracy
 HO0160;SPC UT S     - 3,060,400.      367,880.      MT  (+/- 180 meters Scaled)
 HO0160
 HO0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG235190(NAD 83)
 HO0160
 HO0160                          SUPERSEDED SURVEY CONTROL
 HO0160
 HO0160  NGVD 29 (??/??/92) 1202.746  (m)         3946.01   (f) ADJ UNCH    1 2
 HO0160
 HO0160.Superseded values are not recommended for survey control.
 HO0160
 HO0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0160.See file dsdata.pdf to determine how the superseded data were derived.
 HO0160
 HO0160_MARKER: DD = SURVEY DISK
 HO0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0160_STAMPING: 79
 HO0160_MARK LOGO: NPS
 HO0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0160+STABILITY: SURFACE MOTION
 HO0160
 HO0160  HISTORY     - Date     Condition        Report By
 HO0160  HISTORY     - UNK      MONUMENTED       NPS
 HO0160  HISTORY     - 1957     MARK NOT FOUND   USGS
 HO0160
 HO0160                          STATION DESCRIPTION
 HO0160
 HO0160'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 HO0160'4.5 MI NE FROM ROCKVILLE.
 HO0160'4.5 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM ROCKVILLE, WASHINGTON
 HO0160'COUNTY, 1.2 MILES NORTHEAST OF SPRINGDALE, 0.1 MILE SOUTHWEST OF THE
 HO0160'ZION NATIONAL PARK CHECKING STATION, AT THE CROSSING OF A ROW OF
 HO0160'POWER-TRANSMISSION LINE POLES, 93 FEET WEST OF A POWER LINE POLE, 12
 HO0160'FEET NORTH OF A SMALL CONCRETE BOX CULVERT, AND 20 FEET EAST OF THE
 HO0160'CENTERLINE OF THE HIGHWAY.  A NATIONAL PARK SERVICE STANDARD DISK,
 HO0160'STAMPED 79 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0553 ***********************************************************************
 MS0553  DESIGNATION -  79 FMK
 MS0553  PID         -  MS0553
 MS0553  STATE/COUNTY-  UT/BOX ELDER
 MS0553  COUNTRY     -  US
 MS0553  USGS QUAD   -  PEPLIN FLATS (2017)
 MS0553
 MS0553                         *CURRENT SURVEY CONTROL
 MS0553  ______________________________________________________________________
 MS0553* NAD 83(1986) POSITION- 41 40 38.     (N) 113 09 13.     (W)   SCALED
 MS0553* NAVD 88 ORTHO HEIGHT -  1301.111 (meters)     4268.73  (feet) ADJUSTED
 MS0553  ______________________________________________________________________
 MS0553  GEOID HEIGHT    -        -15.769 (meters)                     GEOID18
 MS0553  DYNAMIC HEIGHT  -       1300.246 (meters)     4265.89  (feet) COMP
 MS0553  MODELED GRAVITY -    979,912.5   (mgal)                       NAVD 88
 MS0553
 MS0553  VERT ORDER      -  SECOND    CLASS 0
 MS0553
 MS0553.The horizontal coordinates were scaled from a map and have
 MS0553.an estimated accuracy of +/- 6 seconds.
 MS0553
 MS0553.The orthometric height was determined by differential leveling and
 MS0553.adjusted by the NATIONAL GEODETIC SURVEY
 MS0553.in June 1991.
 MS0553
 MS0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0553.GEOID18 height accuracy estimate available here.
 MS0553
 MS0553.Click photographs - Photos may exist for this station.
 MS0553
 MS0553.The dynamic height is computed by dividing the NAVD 88
 MS0553.geopotential number by the normal gravity value computed on the
 MS0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0553.degrees latitude (g = 980.6199 gals.).
 MS0553
 MS0553.The modeled gravity was interpolated from observed gravity values.
 MS0553
 MS0553;                    North         East    Units  Estimated Accuracy
 MS0553;SPC UT N     - 1,150,550.      362,320.      MT  (+/- 180 meters Scaled)
 MS0553
 MS0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM207161(NAD 83)
 MS0553
 MS0553                          SUPERSEDED SURVEY CONTROL
 MS0553
 MS0553  NGVD 29 (??/??/92) 1300.11   (m)         4265.4    (f) COMPUTED    2 0
 MS0553
 MS0553.Superseded values are not recommended for survey control.
 MS0553
 MS0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0553.See file dsdata.pdf to determine how the superseded data were derived.
 MS0553
 MS0553_MARKER: DB = BENCH MARK DISK
 MS0553_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0553+WITH SETTING: INFORMATION.
 MS0553_STAMPING: 79 FMK 1966
 MS0553_MARK LOGO: USGS
 MS0553_PROJECTION: RECESSED 10 CENTIMETERS
 MS0553_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0553_ROD/PIPE-DEPTH: 2.13 meters
 MS0553
 MS0553  HISTORY     - Date     Condition        Report By
 MS0553  HISTORY     - 1966     MONUMENTED       USGS
 MS0553
 MS0553                          STATION DESCRIPTION
 MS0553
 MS0553'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0553'9.3 KM (5.80 MI) SW FROM KELTON.
 MS0553'2.5 MILES WEST OF KELTON, ALONG BLM ROAD TO LUCIN-HOGUP JCT., THENCE
 MS0553'3.3 MILES SOUTH, AT JCT.  OF BLM ROAD TO HOGUP AND ORIGINAL SOUTHERN
 MS0553'PACIFIC R/R BED, 87 FEET SOUTH AND 31 FEET WEST OF JCT., AND EAST OF
 MS0553'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0618 ***********************************************************************
 HN0618  DESIGNATION -  79 WF
 HN0618  PID         -  HN0618
 HN0618  STATE/COUNTY-  UT/GARFIELD
 HN0618  COUNTRY     -  US
 HN0618  USGS QUAD   -  GRIFFIN POINT (2017)
 HN0618
 HN0618                         *CURRENT SURVEY CONTROL
 HN0618  ______________________________________________________________________
 HN0618* NAD 83(1986) POSITION- 37 46 10.     (N) 111 45 10.     (W)   SCALED
 HN0618* NAVD 88 ORTHO HEIGHT -  2005.782 (meters)     6580.64  (feet) ADJUSTED
 HN0618  ______________________________________________________________________
 HN0618  GEOID HEIGHT    -        -19.642 (meters)                     GEOID18
 HN0618  DYNAMIC HEIGHT  -       2003.376 (meters)     6572.74  (feet) COMP
 HN0618  MODELED GRAVITY -    979,358.7   (mgal)                       NAVD 88
 HN0618
 HN0618  VERT ORDER      -  SECOND    CLASS 0
 HN0618
 HN0618.The horizontal coordinates were scaled from a map and have
 HN0618.an estimated accuracy of +/- 6 seconds.
 HN0618
 HN0618.The orthometric height was determined by differential leveling and
 HN0618.adjusted by the NATIONAL GEODETIC SURVEY
 HN0618.in June 1991.
 HN0618
 HN0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0618.GEOID18 height accuracy estimate available here.
 HN0618
 HN0618.Click photographs - Photos may exist for this station.
 HN0618
 HN0618.The dynamic height is computed by dividing the NAVD 88
 HN0618.geopotential number by the normal gravity value computed on the
 HN0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0618.degrees latitude (g = 980.6199 gals.).
 HN0618
 HN0618.The modeled gravity was interpolated from observed gravity values.
 HN0618
 HN0618;                    North         East    Units  Estimated Accuracy
 HN0618;SPC UT S     - 3,122,420.      477,730.      MT  (+/- 180 meters Scaled)
 HN0618
 HN0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG337805(NAD 83)
 HN0618
 HN0618                          SUPERSEDED SURVEY CONTROL
 HN0618
 HN0618  NGVD 29 (??/??/92) 2004.495  (m)         6576.41   (f) ADJ UNCH    2 0
 HN0618
 HN0618.Superseded values are not recommended for survey control.
 HN0618
 HN0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0618.See file dsdata.pdf to determine how the superseded data were derived.
 HN0618
 HN0618_MARKER: DD = SURVEY DISK
 HN0618_SETTING: 66 = SET IN ROCK OUTCROP
 HN0618_STAMPING: 79 WF 1952 6577
 HN0618_MARK LOGO: USGS
 HN0618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0618+STABILITY: POSITION/ELEVATION WELL
 HN0618
 HN0618  HISTORY     - Date     Condition        Report By
 HN0618  HISTORY     - 1952     MONUMENTED       USGS
 HN0618  HISTORY     - 1963     GOOD             CGS
 HN0618
 HN0618                          STATION DESCRIPTION
 HN0618
 HN0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0618'9.0 MI NW FROM ESCALANTE.
 HN0618'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0618'AT ESCALANTE, THENCE 4.15 MILES NORTHWEST ALONG A DIRT ROAD, AT THE
 HN0618'SOUTHEAST SIDE OF A DEEP CANYON, IN THE TOP OF A SHELF OF A MASSIVE
 HN0618'OUTCROP, 3.0 FEET SOUTHEAST OF THE NORTHWEST END, 40 FEET NORTHEAST OF
 HN0618'THE CENTER LINE OF THE ROAD, 27 FEET NORTHEAST OF THE CENTER OF THE
 HN0618'NORTHEAST END OF A 36-INCH PIPE CULVERT, 2.2 FEET NORTHEAST OF A
 HN0618'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0166 ***********************************************************************
 KN0166  DESIGNATION -  7922
 KN0166  PID         -  KN0166
 KN0166  STATE/COUNTY-  UT/CARBON
 KN0166  COUNTRY     -  US
 KN0166  USGS QUAD   -  SCOFIELD (2017)
 KN0166
 KN0166                         *CURRENT SURVEY CONTROL
 KN0166  ______________________________________________________________________
 KN0166* NAD 83(1986) POSITION- 39 41 24.     (N) 111 09 12.     (W)   SCALED
 KN0166* NAVD 88 ORTHO HEIGHT -  2416.055 (meters)     7926.67  (feet) ADJUSTED
 KN0166  ______________________________________________________________________
 KN0166  GEOID HEIGHT    -        -15.906 (meters)                     GEOID18
 KN0166  DYNAMIC HEIGHT  -       2413.361 (meters)     7917.84  (feet) COMP
 KN0166  MODELED GRAVITY -    979,423.8   (mgal)                       NAVD 88
 KN0166
 KN0166  VERT ORDER      -  SECOND    CLASS 0
 KN0166
 KN0166.The horizontal coordinates were scaled from a map and have
 KN0166.an estimated accuracy of +/- 6 seconds.
 KN0166
 KN0166.The orthometric height was determined by differential leveling and
 KN0166.adjusted by the NATIONAL GEODETIC SURVEY
 KN0166.in June 1991.
 KN0166
 KN0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0166.GEOID18 height accuracy estimate available here.
 KN0166
 KN0166.Click photographs - Photos may exist for this station.
 KN0166
 KN0166.The dynamic height is computed by dividing the NAVD 88
 KN0166.geopotential number by the normal gravity value computed on the
 KN0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0166.degrees latitude (g = 980.6199 gals.).
 KN0166
 KN0166.The modeled gravity was interpolated from observed gravity values.
 KN0166
 KN0166;                    North         East    Units  Estimated Accuracy
 KN0166;SPC UT C     - 2,150,670.      529,730.      MT  (+/- 180 meters Scaled)
 KN0166
 KN0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ868933(NAD 83)
 KN0166
 KN0166                          SUPERSEDED SURVEY CONTROL
 KN0166
 KN0166  NGVD 29 (??/??/92) 2414.708  (m)         7922.25   (f) ADJ UNCH    2 0
 KN0166
 KN0166.Superseded values are not recommended for survey control.
 KN0166
 KN0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0166.See file dsdata.pdf to determine how the superseded data were derived.
 KN0166
 KN0166_MARKER: DD = SURVEY DISK
 KN0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0166_STAMPING: 7922
 KN0166_MARK LOGO: USGS
 KN0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0166+STABILITY: SURFACE MOTION
 KN0166
 KN0166  HISTORY     - Date     Condition        Report By
 KN0166  HISTORY     - 1923     MONUMENTED       USGS
 KN0166  HISTORY     - 1935     GOOD             CGS
 KN0166
 KN0166                          STATION DESCRIPTION
 KN0166
 KN0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0166'2.6 MI S FROM SCOFIELD.
 KN0166'ABOUT 2.6 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0166'FROM SCOFIELD, CARBON COUNTY, AT MILEPOST C 18, ABOUT 0.3 MILE SOUTH
 KN0166'OF THE UTAH COAL CO. MINE NO. 1, AND 20 FEET EAST OF THE CENTER LINE
 KN0166'OF THE MAIN TRACK.  A UNITED STATE GEOLOGICAL SURVEY STANDARD DISK,
 KN0166'STAMPED 7922 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0304 ***********************************************************************
 JN0304  DESIGNATION -  7924
 JN0304  PID         -  JN0304
 JN0304  STATE/COUNTY-  UT/SEVIER
 JN0304  COUNTRY     -  US
 JN0304  USGS QUAD   -  OLD WOMAN PLATEAU (2017)
 JN0304
 JN0304                         *CURRENT SURVEY CONTROL
 JN0304  ______________________________________________________________________
 JN0304* NAD 83(1986) POSITION- 38 46 57.     (N) 111 29 15.     (W)   SCALED
 JN0304* NAVD 88 ORTHO HEIGHT -  2416.864 (meters)     7929.33  (feet) ADJUSTED
 JN0304  ______________________________________________________________________
 JN0304  GEOID HEIGHT    -        -17.330 (meters)                     GEOID18
 JN0304  DYNAMIC HEIGHT  -       2414.051 (meters)     7920.10  (feet) COMP
 JN0304  MODELED GRAVITY -    979,376.1   (mgal)                       NAVD 88
 JN0304
 JN0304  VERT ORDER      -  SECOND    CLASS 0
 JN0304
 JN0304.The horizontal coordinates were scaled from a map and have
 JN0304.an estimated accuracy of +/- 6 seconds.
 JN0304
 JN0304.The orthometric height was determined by differential leveling and
 JN0304.adjusted by the NATIONAL GEODETIC SURVEY
 JN0304.in June 1991.
 JN0304
 JN0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0304.GEOID18 height accuracy estimate available here.
 JN0304
 JN0304.Click photographs - Photos may exist for this station.
 JN0304
 JN0304.The dynamic height is computed by dividing the NAVD 88
 JN0304.geopotential number by the normal gravity value computed on the
 JN0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0304.degrees latitude (g = 980.6199 gals.).
 JN0304
 JN0304.The modeled gravity was interpolated from observed gravity values.
 JN0304
 JN0304;                    North         East    Units  Estimated Accuracy
 JN0304;SPC UT C     - 2,049,870.      501,090.      MT  (+/- 180 meters Scaled)
 JN0304
 JN0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH576927(NAD 83)
 JN0304
 JN0304                          SUPERSEDED SURVEY CONTROL
 JN0304
 JN0304  NGVD 29 (??/??/92) 2415.484  (m)         7924.80   (f) ADJ UNCH    2 0
 JN0304
 JN0304.Superseded values are not recommended for survey control.
 JN0304
 JN0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0304.See file dsdata.pdf to determine how the superseded data were derived.
 JN0304
 JN0304_MARKER: DD = SURVEY DISK
 JN0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0304_STAMPING: 7924
 JN0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0304+STABILITY: SURFACE MOTION
 JN0304
 JN0304  HISTORY     - Date     Condition        Report By
 JN0304  HISTORY     - UNK      MONUMENTED       USGS
 JN0304  HISTORY     - 1934     GOOD             CGS
 JN0304
 JN0304                          STATION DESCRIPTION
 JN0304
 JN0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0304'22.2 MI S FROM EMERY.
 JN0304'IN SEVIER COUNTY, ABOUT 22.2 MILES SOUTHWEST ALONG STATE HIGHWAY 10
 JN0304'FROM THE PUBLIC SCHOOL AT EMERY, EMERY COUNTY, AT A SUMMIT, ABOUT 50
 JN0304'FEET NORTH OF A CUT, IN A LOW PASS (MEADOW GULCH DIVIDE), AND 63 FEET
 JN0304'NORTH OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 JN0304'SURVEY STANDARD DISK, STAMPED 7924 AND SET IN THE TOP OF A CONCRETE
 JN0304'POST PROJECTING ABOUT 18 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0396 ***********************************************************************
 LO0396  DESIGNATION -  7965.0
 LO0396  PID         -  LO0396
 LO0396  STATE/COUNTY-  UT/WASATCH
 LO0396  COUNTRY     -  US
 LO0396  USGS QUAD   -  TWIN PEAKS (2017)
 LO0396
 LO0396                         *CURRENT SURVEY CONTROL
 LO0396  ______________________________________________________________________
 LO0396* NAD 83(1986) POSITION- 40 18 11.     (N) 111 15 25.     (W)   SCALED
 LO0396* NAVD 88 ORTHO HEIGHT -  2429.182 (meters)     7969.74  (feet) ADJUSTED
 LO0396  ______________________________________________________________________
 LO0396  GEOID HEIGHT    -        -15.452 (meters)                     GEOID18
 LO0396  DYNAMIC HEIGHT  -       2426.685 (meters)     7961.55  (feet) COMP
 LO0396  MODELED GRAVITY -    979,508.7   (mgal)                       NAVD 88
 LO0396
 LO0396  VERT ORDER      -  SECOND    CLASS 0
 LO0396
 LO0396.The horizontal coordinates were scaled from a map and have
 LO0396.an estimated accuracy of +/- 6 seconds.
 LO0396
 LO0396.The orthometric height was determined by differential leveling and
 LO0396.adjusted by the NATIONAL GEODETIC SURVEY
 LO0396.in June 1991.
 LO0396
 LO0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0396.GEOID18 height accuracy estimate available here.
 LO0396
 LO0396.Click photographs - Photos may exist for this station.
 LO0396
 LO0396.The dynamic height is computed by dividing the NAVD 88
 LO0396.geopotential number by the normal gravity value computed on the
 LO0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0396.degrees latitude (g = 980.6199 gals.).
 LO0396
 LO0396.The modeled gravity was interpolated from observed gravity values.
 LO0396
 LO0396;                    North         East    Units  Estimated Accuracy
 LO0396;SPC UT C     - 2,218,710.      520,660.      MT  (+/- 180 meters Scaled)
 LO0396
 LO0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK781614(NAD 83)
 LO0396
 LO0396                          SUPERSEDED SURVEY CONTROL
 LO0396
 LO0396  NGVD 29 (??/??/92) 2427.840  (m)         7965.34   (f) ADJ UNCH    2 0
 LO0396
 LO0396.Superseded values are not recommended for survey control.
 LO0396
 LO0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0396.See file dsdata.pdf to determine how the superseded data were derived.
 LO0396
 LO0396_MARKER: DD = SURVEY DISK
 LO0396_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0396_SP_SET: CULVERT HEADWALL
 LO0396_STAMPING: 7965.0
 LO0396_MARK LOGO: BPR
 LO0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0396+STABILITY: SURFACE MOTION
 LO0396
 LO0396  HISTORY     - Date     Condition        Report By
 LO0396  HISTORY     - UNK      MONUMENTED       BPR
 LO0396  HISTORY     - 1934     GOOD             CGS
 LO0396  HISTORY     - 1967     MARK NOT FOUND   CGS
 LO0396
 LO0396                          STATION DESCRIPTION
 LO0396
 LO0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0396'17.5 MI SE FROM HEBER.
 LO0396'17.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0396'HEBER, WASATCH COUNTY, AT A CONCRETE CULVERT AND IN THE TOP OF THE
 LO0396'NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 LO0396'STAMPED 7965.0.
 LO0396
 LO0396                          STATION RECOVERY (1967)
 LO0396
 LO0396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LO0396'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0327 ***********************************************************************
 LN0327  DESIGNATION -  7968.0
 LN0327  PID         -  LN0327
 LN0327  STATE/COUNTY-  UT/UINTAH
 LN0327  COUNTRY     -  US
 LN0327  USGS QUAD   -  DYER MOUNTAIN (2017)
 LN0327
 LN0327                         *CURRENT SURVEY CONTROL
 LN0327  ______________________________________________________________________
 LN0327* NAD 83(1986) POSITION- 40 42 11.     (N) 109 29 59.     (W)   SCALED
 LN0327* NAVD 88 ORTHO HEIGHT -  2539.17  (+/-2cm)     8330.6   (feet) VERTCON3
 LN0327  ______________________________________________________________________
 LN0327  GEOID HEIGHT    -        -14.181 (meters)                     GEOID18
 LN0327  VERT ORDER      -  ? (See Below)
 LN0327
 LN0327.The horizontal coordinates were scaled from a map and have
 LN0327.an estimated accuracy of +/- 6 seconds.
 LN0327
 LN0327.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0327
 LN0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0327.GEOID18 height accuracy estimate available here.
 LN0327
 LN0327.The vertical order pertains to the NGVD 29 superseded value.
 LN0327
 LN0327.Click photographs - Photos may exist for this station.
 LN0327
 LN0327;                    North         East    Units  Estimated Accuracy
 LN0327;SPC UT C     - 2,264,990.      669,040.      MT  (+/- 180 meters Scaled)
 LN0327
 LN0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL267068(NAD 83)
 LN0327
 LN0327                          SUPERSEDED SURVEY CONTROL
 LN0327
 LN0327  NGVD 29 (??/??/92) 2537.699  (m)         8325.77   (f) ADJ UNCH       
 LN0327
 LN0327.Superseded values are not recommended for survey control.
 LN0327
 LN0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0327.See file dsdata.pdf to determine how the superseded data were derived.
 LN0327
 LN0327_MARKER: P = PIPE CAP
 LN0327_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LN0327_STAMPING: 7968.0 1928
 LN0327_MARK LOGO: BPR
 LN0327_MAGNETIC: P = MARKER IS A STEEL PIPE
 LN0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0327
 LN0327  HISTORY     - Date     Condition        Report By
 LN0327  HISTORY     - 1928     MONUMENTED       BPR
 LN0327  HISTORY     - 1949     GOOD             CGS
 LN0327  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0327
 LN0327                          STATION DESCRIPTION
 LN0327
 LN0327'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1928
 LN0327'24.5 MI N FROM VERNAL.
 LN0327'ABOUT 24.5 MILES NORTH ALONG STATE HIGHWAY 44 FROM VERNAL, UINTAH
 LN0327'COUNTY, ABOUT 0.8 MILE SOUTH OF LITTLE BRUSH CREEK, ABOUT 50 FEET
 LN0327'SOUTH OF A LARGE ROCK CAIRN MARKING THE Y-JUNCTION OF THE SIDE ROAD
 LN0327'LEADING SOUTHWEST TO THE VALLEY BOTTOM ABOUT 20 FEET WEST OF THE
 LN0327'CENTER LINE OF THE HIGHWAY, AND 3 FEET WEST OF THE RIGHT-OF-WAY STAKE
 LN0327'MARKED 8.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP,
 LN0327'STAMPED 7968.0 1928 AND RIVETED ON THE TOP OF A 2-INCH IRON PIPE.
 LN0327
 LN0327                          STATION RECOVERY (1949)
 LN0327
 LN0327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LN0327'RECOVERED IN GOOD CONDITION.
 LN0327
 LN0327                          STATION RECOVERY (1984)
 LN0327
 LN0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0327'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0395 ***********************************************************************
 LO0395  DESIGNATION -  7994
 LO0395  PID         -  LO0395
 LO0395  STATE/COUNTY-  UT/WASATCH
 LO0395  COUNTRY     -  US
 LO0395  USGS QUAD   -  TWIN PEAKS (2017)
 LO0395
 LO0395                         *CURRENT SURVEY CONTROL
 LO0395  ______________________________________________________________________
 LO0395* NAD 83(1986) POSITION- 40 17 58.     (N) 111 15 12.     (W)   SCALED
 LO0395* NAVD 88 ORTHO HEIGHT -  2438.781 (meters)     8001.23  (feet) ADJUSTED
 LO0395  ______________________________________________________________________
 LO0395  GEOID HEIGHT    -        -15.459 (meters)                     GEOID18
 LO0395  DYNAMIC HEIGHT  -       2436.267 (meters)     7992.99  (feet) COMP
 LO0395  MODELED GRAVITY -    979,505.9   (mgal)                       NAVD 88
 LO0395
 LO0395  VERT ORDER      -  SECOND    CLASS 0
 LO0395
 LO0395.The horizontal coordinates were scaled from a map and have
 LO0395.an estimated accuracy of +/- 6 seconds.
 LO0395
 LO0395.The orthometric height was determined by differential leveling and
 LO0395.adjusted by the NATIONAL GEODETIC SURVEY
 LO0395.in June 1991.
 LO0395
 LO0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0395.GEOID18 height accuracy estimate available here.
 LO0395
 LO0395.Click photographs - Photos may exist for this station.
 LO0395
 LO0395.The dynamic height is computed by dividing the NAVD 88
 LO0395.geopotential number by the normal gravity value computed on the
 LO0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0395.degrees latitude (g = 980.6199 gals.).
 LO0395
 LO0395.The modeled gravity was interpolated from observed gravity values.
 LO0395
 LO0395;                    North         East    Units  Estimated Accuracy
 LO0395;SPC UT C     - 2,218,310.      520,970.      MT  (+/- 180 meters Scaled)
 LO0395
 LO0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK784610(NAD 83)
 LO0395
 LO0395                          SUPERSEDED SURVEY CONTROL
 LO0395
 LO0395  NGVD 29 (??/??/92) 2437.432  (m)         7996.81   (f) ADJ UNCH    2 0
 LO0395
 LO0395.Superseded values are not recommended for survey control.
 LO0395
 LO0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0395.See file dsdata.pdf to determine how the superseded data were derived.
 LO0395
 LO0395_MARKER: DB = BENCH MARK DISK
 LO0395_SETTING: 80 = SET IN A BOULDER
 LO0395_STAMPING: 7994
 LO0395_MARK LOGO: USGS
 LO0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0395+STABILITY: SURFACE MOTION
 LO0395
 LO0395  HISTORY     - Date     Condition        Report By
 LO0395  HISTORY     - 1900     MONUMENTED       USGS
 LO0395  HISTORY     - 1934     GOOD             CGS
 LO0395
 LO0395                          STATION DESCRIPTION
 LO0395
 LO0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0395'17.8 MI SE FROM HEBER.
 LO0395'17.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0395'HEBER, WASATCH COUNTY, AT A SUMMIT, ABOUT 200 PACES EAST OF A FILLING
 LO0395'STATION PUMP, 90 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND IN
 LO0395'THE TOP OF A BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LO0395'DISK, STAMPED 7994.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0245 ***********************************************************************
 KO0245  DESIGNATION -  8
 KO0245  PID         -  KO0245
 KO0245  STATE/COUNTY-  UT/MILLARD
 KO0245  COUNTRY     -  US
 KO0245  USGS QUAD   -  DELTA (2017)
 KO0245
 KO0245                         *CURRENT SURVEY CONTROL
 KO0245  ______________________________________________________________________
 KO0245* NAD 83(1986) POSITION- 39 20 00.     (N) 112 36 37.     (W)   SCALED
 KO0245* NAVD 88 ORTHO HEIGHT -  1406.923 (meters)     4615.88  (feet) ADJUSTED
 KO0245  ______________________________________________________________________
 KO0245  GEOID HEIGHT    -        -19.638 (meters)                     GEOID18
 KO0245  DYNAMIC HEIGHT  -       1405.610 (meters)     4611.57  (feet) COMP
 KO0245  MODELED GRAVITY -    979,645.0   (mgal)                       NAVD 88
 KO0245
 KO0245  VERT ORDER      -  SECOND    CLASS 0
 KO0245
 KO0245.The horizontal coordinates were scaled from a map and have
 KO0245.an estimated accuracy of +/- 6 seconds.
 KO0245
 KO0245.The orthometric height was determined by differential leveling and
 KO0245.adjusted by the NATIONAL GEODETIC SURVEY
 KO0245.in June 1991.
 KO0245
 KO0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0245.GEOID18 height accuracy estimate available here.
 KO0245
 KO0245.Click photographs - Photos may exist for this station.
 KO0245
 KO0245.The dynamic height is computed by dividing the NAVD 88
 KO0245.geopotential number by the normal gravity value computed on the
 KO0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0245.degrees latitude (g = 980.6199 gals.).
 KO0245
 KO0245.The modeled gravity was interpolated from observed gravity values.
 KO0245
 KO0245;                    North         East    Units  Estimated Accuracy
 KO0245;SPC UT C     - 2,111,610.      404,280.      MT  (+/- 180 meters Scaled)
 KO0245
 KO0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ612550(NAD 83)
 KO0245
 KO0245                          SUPERSEDED SURVEY CONTROL
 KO0245
 KO0245  NGVD 29 (??/??/92) 1405.801  (m)         4612.20   (f) ADJ UNCH    2 0
 KO0245
 KO0245.Superseded values are not recommended for survey control.
 KO0245
 KO0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0245.See file dsdata.pdf to determine how the superseded data were derived.
 KO0245
 KO0245_MARKER: P = PIPE CAP
 KO0245_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0245
 KO0245  HISTORY     - Date     Condition        Report By
 KO0245  HISTORY     - UNK      MONUMENTED
 KO0245  HISTORY     - 1934     GOOD             CGS
 KO0245
 KO0245                          STATION DESCRIPTION
 KO0245
 KO0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0245'2.2 MI SW FROM DELTA.
 KO0245'2.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM DELTA, MILLARD COUNTY,
 KO0245'AT THE NORTH END OF A LONG CURVE IN THE HIGHWAY, 73 FEET SOUTH OF THE
 KO0245'SOUTH FENCE CORNER OF A FIELD, 50 FEET WEST OF THE CENTER LINE OF THE
 KO0245'HIGHWAY, 32 FEET NORTHWEST OF A 2-FOOT METAL CULVERT, AND IN LINE WITH
 KO0245'A FENCE.  A 2-INCH BRASS CAP RIVETED ON THE TOP OF AN IRON PIPE SET IN
 KO0245'CONCRETE AND PROJECTING 8 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0157 ***********************************************************************
 HO0157  DESIGNATION -  8
 HO0157  PID         -  HO0157
 HO0157  STATE/COUNTY-  UT/WASHINGTON
 HO0157  COUNTRY     -  US
 HO0157  USGS QUAD   -  SPRINGDALE EAST (2017)
 HO0157
 HO0157                         *CURRENT SURVEY CONTROL
 HO0157  ______________________________________________________________________
 HO0157* NAD 83(1986) POSITION- 37 13 03.     (N) 112 58 27.     (W)   SCALED
 HO0157* NAVD 88 ORTHO HEIGHT -  1230.692 (meters)     4037.70  (feet) POSTED
 HO0157  ______________________________________________________________________
 HO0157  GEOID HEIGHT    -        -22.385 (meters)                     GEOID18
 HO0157  DYNAMIC HEIGHT  -       1229.33  (meters)     4033.2   (feet) COMP
 HO0157  MODELED GRAVITY -    979,486.2   (mgal)                       NAVD 88
 HO0157
 HO0157  VERT ORDER      -  * POSTED, SEE BELOW
 HO0157
 HO0157.The horizontal coordinates were scaled from a map and have
 HO0157.an estimated accuracy of +/- 6 seconds.
 HO0157
 HO0157.The orthometric height was determined by differential leveling
 HO0157.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0157
 HO0157.* This is a POSTED BENCH MARK height.
 HO0157
 HO0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0157.GEOID18 height accuracy estimate available here.
 HO0157
 HO0157.Click photographs - Photos may exist for this station.
 HO0157
 HO0157.The dynamic height is computed by dividing the NAVD 88
 HO0157.geopotential number by the normal gravity value computed on the
 HO0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0157.degrees latitude (g = 980.6199 gals.).
 HO0157
 HO0157.The modeled gravity was interpolated from observed gravity values.
 HO0157
 HO0157;                    North         East    Units  Estimated Accuracy
 HO0157;SPC UT S     - 3,062,170.      369,160.      MT  (+/- 180 meters Scaled)
 HO0157
 HO0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG248208(NAD 83)
 HO0157
 HO0157                          SUPERSEDED SURVEY CONTROL
 HO0157
 HO0157  NGVD 29 (??/??/92) 1229.75   (m)         4034.6    (f) COMPUTED    1 2
 HO0157
 HO0157.Superseded values are not recommended for survey control.
 HO0157
 HO0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0157.See file dsdata.pdf to determine how the superseded data were derived.
 HO0157
 HO0157_MARKER: DD = SURVEY DISK
 HO0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0157_STAMPING: 8
 HO0157_MARK LOGO: NPS
 HO0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0157+STABILITY: SURFACE MOTION
 HO0157
 HO0157  HISTORY     - Date     Condition        Report By
 HO0157  HISTORY     - UNK      MONUMENTED       NPS
 HO0157  HISTORY     - 1957     MARK NOT FOUND   USGS
 HO0157  HISTORY     - 1982     MARK NOT FOUND   NGS
 HO0157  HISTORY     - 20120611 MARK NOT FOUND   GEOCAC
 HO0157
 HO0157                          STATION DESCRIPTION
 HO0157
 HO0157'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 HO0157'5.9 MI NE FROM ROCKVILLE.
 HO0157'5.9 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM ROCKVILLE, WASHINGTON
 HO0157'COUNTY, AT THE Y-JUNCTION OF THE HIGHWAY LEADING UP ZION CANYON, 103
 HO0157'FEET FROM THE EAST CORNER OF THE WYE, 123 FEET FROM THE NORTH CORNER
 HO0157'OF THE WYE, AND 14 FEET FROM THE WEST CORNER OF THE WYE.  A NATIONAL
 HO0157'PARK SERVICE STANDARD DISK, STAMPED 8 AND SET IN THE TOP OF A CONCRETE
 HO0157'POST.
 HO0157
 HO0157                          STATION RECOVERY (1982)
 HO0157
 HO0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0157'NOT RECOVERED.
 HO0157
 HO0157                          STATION RECOVERY (2012)
 HO0157
 HO0157'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0157'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0644 ***********************************************************************
 JO0644  DESIGNATION -  8 DOR
 JO0644  PID         -  JO0644
 JO0644  STATE/COUNTY-  UT/BEAVER
 JO0644  COUNTRY     -  US
 JO0644  USGS QUAD   -  LAMERDORF PEAK NW (2017)
 JO0644
 JO0644                         *CURRENT SURVEY CONTROL
 JO0644  ______________________________________________________________________
 JO0644* NAD 83(1986) POSITION- 38 25 51.     (N) 113 41 36.     (W)   SCALED
 JO0644* NAVD 88 ORTHO HEIGHT -  1671.745 (meters)     5484.72  (feet) POSTED
 JO0644  ______________________________________________________________________
 JO0644  GEOID HEIGHT    -        -21.443 (meters)                     GEOID18
 JO0644  DYNAMIC HEIGHT  -       1669.92  (meters)     5478.7   (feet) COMP
 JO0644  MODELED GRAVITY -    979,480.9   (mgal)                       NAVD 88
 JO0644
 JO0644  VERT ORDER      -  * POSTED, SEE BELOW
 JO0644
 JO0644.The horizontal coordinates were scaled from a map and have
 JO0644.an estimated accuracy of +/- 6 seconds.
 JO0644
 JO0644.The orthometric height was determined by differential leveling
 JO0644.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0644
 JO0644.* This is a POSTED BENCH MARK height.
 JO0644
 JO0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0644.GEOID18 height accuracy estimate available here.
 JO0644
 JO0644.Click photographs - Photos may exist for this station.
 JO0644
 JO0644.The dynamic height is computed by dividing the NAVD 88
 JO0644.geopotential number by the normal gravity value computed on the
 JO0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0644.degrees latitude (g = 980.6199 gals.).
 JO0644
 JO0644.The modeled gravity was interpolated from observed gravity values.
 JO0644
 JO0644;                    North         East    Units  Estimated Accuracy
 JO0644;SPC UT S     - 3,198,050.      308,500.      MT  (+/- 180 meters Scaled)
 JO0644
 JO0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH649570(NAD 83)
 JO0644
 JO0644                          SUPERSEDED SURVEY CONTROL
 JO0644
 JO0644.No superseded survey control is available for this station.
 JO0644
 JO0644_MARKER: DB = BENCH MARK DISK
 JO0644_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0644_STAMPING: 8 DOR 1971 5481
 JO0644_MARK LOGO: USGS
 JO0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0644
 JO0644  HISTORY     - Date     Condition        Report By
 JO0644  HISTORY     - 1971     MONUMENTED       USGS
 JO0644
 JO0644                          STATION DESCRIPTION
 JO0644
 JO0644'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0644'66.8 KM (41.50 MI) NNW FROM LUND.
 JO0644'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0644'AND PINE VALLEY ROAD, PROCEED 41.5 MILES WEST AND NORTH ALONG PINE
 JO0644'VALLEY ROAD, 6.9 MILES SOUTH OF STATE HIGHWAY 21, 55 FEET EAST OF THE
 JO0644'CENTER OF THE ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN
 JO0644'DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JO0644'THE MARK IS 2 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0120 ***********************************************************************
 LO0120  DESIGNATION -  8 EMH
 LO0120  PID         -  LO0120
 LO0120  STATE/COUNTY-  UT/DUCHESNE
 LO0120  COUNTRY     -  US
 LO0120  USGS QUAD   -  FARM CREEK PEAK (2017)
 LO0120
 LO0120                         *CURRENT SURVEY CONTROL
 LO0120  ______________________________________________________________________
 LO0120* NAD 83(1986) POSITION- 40 24 02.     (N) 110 44 45.     (W)   SCALED
 LO0120* NAVD 88 ORTHO HEIGHT -  2063.556 (meters)     6770.18  (feet) ADJUSTED
 LO0120  ______________________________________________________________________
 LO0120  GEOID HEIGHT    -        -15.033 (meters)                     GEOID18
 LO0120  DYNAMIC HEIGHT  -       2061.475 (meters)     6763.36  (feet) COMP
 LO0120  MODELED GRAVITY -    979,543.8   (mgal)                       NAVD 88
 LO0120
 LO0120  VERT ORDER      -  SECOND    CLASS 0
 LO0120
 LO0120.The horizontal coordinates were scaled from a map and have
 LO0120.an estimated accuracy of +/- 6 seconds.
 LO0120
 LO0120.The orthometric height was determined by differential leveling and
 LO0120.adjusted by the NATIONAL GEODETIC SURVEY
 LO0120.in June 1991.
 LO0120
 LO0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0120.GEOID18 height accuracy estimate available here.
 LO0120
 LO0120.Click photographs - Photos may exist for this station.
 LO0120
 LO0120.The dynamic height is computed by dividing the NAVD 88
 LO0120.geopotential number by the normal gravity value computed on the
 LO0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0120.degrees latitude (g = 980.6199 gals.).
 LO0120
 LO0120.The modeled gravity was interpolated from observed gravity values.
 LO0120
 LO0120;                    North         East    Units  Estimated Accuracy
 LO0120;SPC UT C     - 2,229,780.      564,020.      MT  (+/- 180 meters Scaled)
 LO0120
 LO0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK215722(NAD 83)
 LO0120
 LO0120                          SUPERSEDED SURVEY CONTROL
 LO0120
 LO0120  NGVD 29 (??/??/92) 2062.178  (m)         6765.66   (f) ADJ UNCH    2 0
 LO0120
 LO0120.Superseded values are not recommended for survey control.
 LO0120
 LO0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0120.See file dsdata.pdf to determine how the superseded data were derived.
 LO0120
 LO0120_MARKER: DD = SURVEY DISK
 LO0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0120_STAMPING: 8 EMH 1959 6766
 LO0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0120+STABILITY: SURFACE MOTION
 LO0120
 LO0120  HISTORY     - Date     Condition        Report By
 LO0120  HISTORY     - 1959     MONUMENTED       USGS
 LO0120  HISTORY     - 1962     GOOD             CGS
 LO0120
 LO0120                          STATION DESCRIPTION
 LO0120
 LO0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0120'4.15 MI NW FROM TABIONA.
 LO0120'4.15 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0120'TABIONA, 35 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF FARM CREEK
 LO0120'ROAD, ON THE OUTSIDE OF A CURVE, AT A TURN IN POWER LINE, 64 FEET
 LO0120'NORTH-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET NORTH OF
 LO0120'THE CENTER LINE OF THE ROAD, 59 FEET EAST OF THE CENTER OF A GATE, 3
 LO0120'1/2 FEET SOUTHWEST OF A POWER POLE WITH FOUR GUY WIRES AND MARKED
 LO0120'USBM, 5.9 FEET SOUTH OF A FENCE, 0.9 FOOT SOUTH OF A WITNESS POST,
 LO0120'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 LO0120'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0557 ***********************************************************************
 MR0557  DESIGNATION -  8 FMK
 MR0557  PID         -  MR0557
 MR0557  STATE/COUNTY-  UT/MORGAN
 MR0557  COUNTRY     -  US
 MR0557  USGS QUAD   -  SNOW BASIN (2017)
 MR0557
 MR0557                         *CURRENT SURVEY CONTROL
 MR0557  ______________________________________________________________________
 MR0557* NAD 83(1986) POSITION- 41 08 15.     (N) 111 49 59.     (W)   SCALED
 MR0557* NAVD 88 ORTHO HEIGHT -  1469.139 (meters)     4820.00  (feet) ADJUSTED
 MR0557  ______________________________________________________________________
 MR0557  GEOID HEIGHT    -        -16.260 (meters)                     GEOID18
 MR0557  DYNAMIC HEIGHT  -       1467.972 (meters)     4816.17  (feet) COMP
 MR0557  MODELED GRAVITY -    979,778.8   (mgal)                       NAVD 88
 MR0557
 MR0557  VERT ORDER      -  FIRST     CLASS II
 MR0557
 MR0557.The horizontal coordinates were scaled from a map and have
 MR0557.an estimated accuracy of +/- 6 seconds.
 MR0557
 MR0557.The orthometric height was determined by differential leveling and
 MR0557.adjusted by the NATIONAL GEODETIC SURVEY
 MR0557.in June 1991.
 MR0557
 MR0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0557.GEOID18 height accuracy estimate available here.
 MR0557
 MR0557.Click photographs - Photos may exist for this station.
 MR0557
 MR0557.The dynamic height is computed by dividing the NAVD 88
 MR0557.geopotential number by the normal gravity value computed on the
 MR0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0557.degrees latitude (g = 980.6199 gals.).
 MR0557
 MR0557.The modeled gravity was interpolated from observed gravity values.
 MR0557
 MR0557;                    North         East    Units  Estimated Accuracy
 MR0557;SPC UT N     - 1,089,360.      472,040.      MT  (+/- 180 meters Scaled)
 MR0557
 MR0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL300543(NAD 83)
 MR0557
 MR0557                          SUPERSEDED SURVEY CONTROL
 MR0557
 MR0557  NGVD 29 (06/08/92) 1468.092  (m)         4816.57   (f) ADJUSTED    1 2
 MR0557
 MR0557.Superseded values are not recommended for survey control.
 MR0557
 MR0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0557.See file dsdata.pdf to determine how the superseded data were derived.
 MR0557
 MR0557_MARKER: DB = BENCH MARK DISK
 MR0557_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MR0557_SP_SET: ABUTMENT
 MR0557_STAMPING: 8 FMK 1974
 MR0557_MARK LOGO: USGS
 MR0557_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0557+STABILITY: POSITION/ELEVATION WELL
 MR0557
 MR0557  HISTORY     - Date     Condition        Report By
 MR0557  HISTORY     - 1974     MONUMENTED       USGS
 MR0557  HISTORY     - 1983     GOOD             NGS
 MR0557
 MR0557                          STATION DESCRIPTION
 MR0557
 MR0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0557'19.5 KM (12.1 MI) NW FROM MORGAN.
 MR0557'18.5 KM (11.5 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0557'THE STATION IN MORGAN, IN THE NORTH END OF THE EAST CONCRETE ABUTMENT
 MR0557'OF THE SOUTH 1 OF 2 STEEL BRIDGES OVER THE WEBER RIVER, 5.0 METERS
 MR0557'(16.4 FT) NORTH OF THE NEAR RAIL, AND 1.2 METERS (3.9 FT) SOUTH OF THE
 MR0557'NORTH END OF THE ABUTMENT.
 MR0557'THE MARK IS 0.3 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0652 ***********************************************************************
 MS0652  DESIGNATION -  8 FMK
 MS0652  PID         -  MS0652
 MS0652  STATE/COUNTY-  UT/BOX ELDER
 MS0652  COUNTRY     -  US
 MS0652  USGS QUAD   -  WARM SPRING HILLS (2017)
 MS0652
 MS0652                         *CURRENT SURVEY CONTROL
 MS0652  ______________________________________________________________________
 MS0652* NAD 83(1986) POSITION- 41 38 17.     (N) 113 33 22.     (W)   SCALED
 MS0652* NAVD 88 ORTHO HEIGHT -  1525.331 (meters)     5004.36  (feet) ADJUSTED
 MS0652  ______________________________________________________________________
 MS0652  GEOID HEIGHT    -        -15.821 (meters)                     GEOID18
 MS0652  DYNAMIC HEIGHT  -       1524.214 (meters)     5000.69  (feet) COMP
 MS0652  MODELED GRAVITY -    979,836.8   (mgal)                       NAVD 88
 MS0652
 MS0652  VERT ORDER      -  FIRST     CLASS II
 MS0652
 MS0652.The horizontal coordinates were scaled from a map and have
 MS0652.an estimated accuracy of +/- 6 seconds.
 MS0652
 MS0652.The orthometric height was determined by differential leveling and
 MS0652.adjusted by the NATIONAL GEODETIC SURVEY
 MS0652.in June 1991.
 MS0652
 MS0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0652.GEOID18 height accuracy estimate available here.
 MS0652
 MS0652.Click photographs - Photos may exist for this station.
 MS0652
 MS0652.The dynamic height is computed by dividing the NAVD 88
 MS0652.geopotential number by the normal gravity value computed on the
 MS0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0652.degrees latitude (g = 980.6199 gals.).
 MS0652
 MS0652.The modeled gravity was interpolated from observed gravity values.
 MS0652
 MS0652;                    North         East    Units  Estimated Accuracy
 MS0652;SPC UT N     - 1,146,920.      328,710.      MT  (+/- 180 meters Scaled)
 MS0652
 MS0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM871127(NAD 83)
 MS0652
 MS0652                          SUPERSEDED SURVEY CONTROL
 MS0652
 MS0652.No superseded survey control is available for this station.
 MS0652
 MS0652_MARKER: DD = SURVEY DISK
 MS0652_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0652_STAMPING: 8 FMK 1971 5001
 MS0652_MARK LOGO: USGS
 MS0652_PROJECTION: PROJECTING 2 CENTIMETERS
 MS0652_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0652_ROD/PIPE-DEPTH: 6.1 meters
 MS0652
 MS0652  HISTORY     - Date     Condition        Report By
 MS0652  HISTORY     - 1971     MONUMENTED       USGS
 MS0652  HISTORY     - 1984     GOOD             NGS
 MS0652
 MS0652                          STATION DESCRIPTION
 MS0652
 MS0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0652'33.2 KM (20.6 MI) SW FROM PARK VALLEY.
 MS0652'33.21 KM (20.64 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0652'AT PARK VALLEY, AT THE TOP OF THE SOUTH END OF A LOW CUT, 0.32 KM
 MS0652'(0.20 MI) NORTH OF MILEPOST 35, 22.4 METERS (73.5 FT) WEST OF THE
 MS0652'HIGHWAY CENTERLINE, 39.6 METERS (130 FT) NORTHWEST OF THE SOUTH END OF
 MS0652'THE CUT, 38.4 METERS (126 FT) NORTH OF THE BRACE IN THE RIGHT OF WAY
 MS0652'FENCE AND 0.3 METER (1 FT) EAST OF THE RIGHT OF WAY FENCE.
 MS0652'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MS0652'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0251 ***********************************************************************
 LN0251  DESIGNATION -  8 HJH
 LN0251  PID         -  LN0251
 LN0251  STATE/COUNTY-  UT/DAGGETT
 LN0251  COUNTRY     -  US
 LN0251  USGS QUAD   -  GOSLIN MOUNTAIN (2017)
 LN0251
 LN0251                         *CURRENT SURVEY CONTROL
 LN0251  ______________________________________________________________________
 LN0251* NAD 83(1986) POSITION- 40 59 47.47   (N) 109 21 19.18   (W)   HD_HELD1
 LN0251* NAVD 88 ORTHO HEIGHT -  2030.696 (meters)     6662.38  (feet) ADJUSTED
 LN0251  ______________________________________________________________________
 LN0251  GEOID HEIGHT    -        -14.150 (meters)                     GEOID18
 LN0251  DYNAMIC HEIGHT  -       2028.842 (meters)     6656.29  (feet) COMP
 LN0251  MODELED GRAVITY -    979,638.4   (mgal)                       NAVD 88
 LN0251
 LN0251  VERT ORDER      -  SECOND    CLASS 0
 LN0251
 LN0251.The horizontal coordinates were determined by differentially corrected
 LN0251.hand held GPS observations or other comparable positioning techniques
 LN0251.and have an estimated accuracy of +/- 3 meters.
 LN0251
 LN0251.The orthometric height was determined by differential leveling and
 LN0251.adjusted by the NATIONAL GEODETIC SURVEY
 LN0251.in June 1991.
 LN0251
 LN0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0251.GEOID18 height accuracy estimate available here.
 LN0251
 LN0251.Click photographs - Photos may exist for this station.
 LN0251
 LN0251.The dynamic height is computed by dividing the NAVD 88
 LN0251.geopotential number by the normal gravity value computed on the
 LN0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0251.degrees latitude (g = 980.6199 gals.).
 LN0251
 LN0251.The modeled gravity was interpolated from observed gravity values.
 LN0251
 LN0251;                    North         East    Units  Estimated Accuracy
 LN0251;SPC UT N     - 1,075,872.8     680,427.5     MT  (+/- 3 meters HH1 GPS) 
 LN0251
 LN0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL3832939673(NAD 83)
 LN0251
 LN0251                          SUPERSEDED SURVEY CONTROL
 LN0251
 LN0251  NGVD 29 (??/??/92) 2029.393  (m)         6658.10   (f) ADJ UNCH    2 0
 LN0251
 LN0251.Superseded values are not recommended for survey control.
 LN0251
 LN0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0251.See file dsdata.pdf to determine how the superseded data were derived.
 LN0251
 LN0251_MARKER: DB = BENCH MARK DISK
 LN0251_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LN0251_SP_SET: UNSPECIFIED ROCK
 LN0251_STAMPING: 8 HJH 6658 1950
 LN0251_MARK LOGO: USGS
 LN0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0251+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2020
 LN0251
 LN0251  HISTORY     - Date     Condition        Report By
 LN0251  HISTORY     - 1950     MONUMENTED       USGS
 LN0251  HISTORY     - 1962     GOOD             CGS
 LN0251  HISTORY     - 20201227 GOOD             IGA
 LN0251
 LN0251                          STATION DESCRIPTION
 LN0251
 LN0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0251'18.05 MI E FROM LINWOOD.
 LN0251'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0251'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 13.05 MILES
 LN0251'NORTHEAST ALONG CLAY BASIN ROAD, IN THE TOP OF A VERY SMALL ROCK WHICH
 LN0251'PROJECTS 0.2 FOOT ABOVE THE GROUND, 49 FEET NORTHWEST OF THE CENTER
 LN0251'LINE OF THE ROAD, 73 FEET NORTH OF THE CENTER OF THE NORTHWEST END OF
 LN0251'A 36-INCH PIPE CULVERT, 1.0 FOOT SOUTHEAST OF A WITNESS POST, AND
 LN0251'ABOUT 2 FEET HIGHER THAN THE ROAD, AND 0.1 FOOT ABOVE THE GROUND.
 LN0251
 LN0251                          STATION RECOVERY (2020)
 LN0251
 LN0251'RECOVERY NOTE BY IGAGE 2020 (MS)
 LN0251'1.04 MI (1.67 KM) EAST OF CATTLE GUARD ON UTAH WYOMING BORDER, 45 FT
 LN0251'(13.7 M) NORTH OF THE CENTERLINE OF NEW PAVED BROWNS PARK ROAD.  1 FT
 LN0251'(0.3 M) SOUTH SOUTH EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0652 ***********************************************************************
 HO0652  DESIGNATION -  8 LRC
 HO0652  PID         -  HO0652
 HO0652  STATE/COUNTY-  UT/WASHINGTON
 HO0652  COUNTRY     -  US
 HO0652  USGS QUAD   -  CASTLE CLIFF (2017)
 HO0652
 HO0652                         *CURRENT SURVEY CONTROL
 HO0652  ______________________________________________________________________
 HO0652* NAD 83(1986) POSITION- 37 06 07.9    (N) 113 58 30.2    (W)   HD_HELD2
 HO0652* NAVD 88 ORTHO HEIGHT -  1035.825 (meters)     3398.37  (feet) POSTED
 HO0652  ______________________________________________________________________
 HO0652  GEOID HEIGHT    -        -25.013 (meters)                     GEOID18
 HO0652  DYNAMIC HEIGHT  -       1034.77  (meters)     3394.9   (feet) COMP
 HO0652  MODELED GRAVITY -    979,579.2   (mgal)                       NAVD 88
 HO0652
 HO0652  VERT ORDER      -  * POSTED, SEE BELOW
 HO0652
 HO0652.The horizontal coordinates were established by autonomous hand held GPS
 HO0652.observations and have an estimated accuracy of +/- 10 meters.
 HO0652
 HO0652.The orthometric height was determined by differential leveling
 HO0652.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0652
 HO0652.* This is a POSTED BENCH MARK height.
 HO0652
 HO0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0652.GEOID18 height accuracy estimate available here.
 HO0652
 HO0652.Click photographs - Photos may exist for this station.
 HO0652
 HO0652.The dynamic height is computed by dividing the NAVD 88
 HO0652.geopotential number by the normal gravity value computed on the
 HO0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0652.degrees latitude (g = 980.6199 gals.).
 HO0652
 HO0652.The modeled gravity was interpolated from observed gravity values.
 HO0652
 HO0652;                    North         East    Units  Estimated Accuracy
 HO0652;SPC UT S     - 3,051,248.      280,007.      MT  (+/- 10 meters HH2 GPS)
 HO0652
 HO0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG3561310352(NAD 83)
 HO0652
 HO0652                          SUPERSEDED SURVEY CONTROL
 HO0652
 HO0652  NGVD 29 (??/??/92) 1035.04   (m)         3395.8    (f) COMPUTED    2 0
 HO0652
 HO0652.Superseded values are not recommended for survey control.
 HO0652
 HO0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0652.See file dsdata.pdf to determine how the superseded data were derived.
 HO0652
 HO0652_MARKER: DD = SURVEY DISK
 HO0652_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0652_STAMPING: 8 LRC 1973 3396
 HO0652_MARK LOGO: USGS
 HO0652_MAGNETIC: I = MARKER IS A STEEL ROD
 HO0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0652+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HO0652
 HO0652  HISTORY     - Date     Condition        Report By
 HO0652  HISTORY     - 1973     MONUMENTED       USGS
 HO0652
 HO0652                          STATION DESCRIPTION
 HO0652
 HO0652'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (LRC)
 HO0652'FROM THE POST OFFICE IN MESQUITE, UTAH, PROCEED 29.1 MILES NORTHEAST
 HO0652'ALONG U S HIGHWAY 91 TO A POINT 6.7 MILES NORTHWEST OF CASTLE ROCK
 HO0652'CLIFF, ALONG LYTLE RANCH ROAD TO THE TOP OF A RIDGE, 68 FEET EAST OF
 HO0652'THE CENTER OF THE ROAD, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO
 HO0652'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0516 ***********************************************************************
 JM0516  DESIGNATION -  8 MILE
 JM0516  PID         -  JM0516
 JM0516  STATE/COUNTY-  UT/SAN JUAN
 JM0516  COUNTRY     -  US
 JM0516  USGS QUAD   -  EIGHTMILE ROCK (2017)
 JM0516
 JM0516                         *CURRENT SURVEY CONTROL
 JM0516  ______________________________________________________________________
 JM0516* NAD 83(1994) POSITION- 38 16 27.85607(N) 109 34 08.04197(W)   ADJUSTED
 JM0516* NAVD 88 ORTHO HEIGHT -  1955.6   (meters)     6416.    (feet) VERTCON3
 JM0516  ______________________________________________________________________
 JM0516  GEOID HEIGHT    -        -19.430 (meters)                     GEOID18
 JM0516  LAPLACE CORR    -          3.31  (seconds)                    DEFLEC18
 JM0516  HORZ ORDER      -  FIRST
 JM0516
 JM0516.The horizontal coordinates were established by classical geodetic methods
 JM0516.and adjusted by the National Geodetic Survey in November 1997.
 JM0516
 JM0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0516
 JM0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0516.GEOID18 height accuracy estimate available here.
 JM0516
 JM0516.Click photographs - Photos may exist for this station.
 JM0516
 JM0516.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0516
 JM0516. The following values were computed from the NAD 83(1994) position.
 JM0516
 JM0516;                    North         East     Units Scale Factor Converg.
 JM0516;SPC UT S     - 3,180,181.595   668,965.194   MT  0.99998784   +1 10 59.4
 JM0516;SPC UT S     -10,433,645.78  2,194,763.31   sFT  0.99998784   +1 10 59.4
 JM0516;UTM  12      - 4,237,229.967   625,180.141   MT  0.99979298   +0 53 11.7
 JM0516
 JM0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0516!SPC UT S     -   0.99969629  x   0.99998784  =   0.99968414
 JM0516!UTM  12      -   0.99969629  x   0.99979298  =   0.99948934
 JM0516
 JM0516:                Primary Azimuth Mark                     Grid Az
 JM0516:SPC UT S     -  PINON 2                                  329 19 13.1
 JM0516:UTM  12      -  PINON 2                                  329 37 00.8
 JM0516
 JM0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH2518037229(NAD 83)
 JM0516
 JM0516|---------------------------------------------------------------------|
 JM0516| PID    Reference Object                     Distance      Geod. Az  |
 JM0516|                                                           dddmmss.s |
 JM0516| CM6826 8 MILE RM 3                           6.736 METERS 04838     |
 JM0516| CM6825 8 MILE RM 2                           6.782 METERS 31256     |
 JM0516| JM0517 PINON 2                             APPROX. 3.6 KM 3303012.5 |
 JM0516|---------------------------------------------------------------------|
 JM0516
 JM0516                          SUPERSEDED SURVEY CONTROL
 JM0516
 JM0516  NAD 83(1986)-  38 16 27.84699(N)    109 34 08.04116(W) AD(       ) 1
 JM0516  NAD 27      -  38 16 27.90299(N)    109 34 05.62629(W) AD(       ) 1
 JM0516  NGVD 29 (07/19/86) 1954.5    (m)         6412.     (f) VERT ANG       
 JM0516
 JM0516.Superseded values are not recommended for survey control.
 JM0516
 JM0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0516.See file dsdata.pdf to determine how the superseded data were derived.
 JM0516
 JM0516_MARKER: DB = BENCH MARK DISK
 JM0516_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0516_STAMPING: 8 MILE 1954
 JM0516_MARK LOGO: USGS
 JM0516_MAGNETIC: P = MARKER IS A STEEL PIPE
 JM0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0516
 JM0516  HISTORY     - Date     Condition        Report By
 JM0516  HISTORY     - 1954     MONUMENTED       USGS
 JM0516  HISTORY     - 1972     GOOD             USACE
 JM0516
 JM0516                          STATION DESCRIPTION
 JM0516
 JM0516'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0516'LOCATED ABOUT 22 MI. S. OF MOAB, 6 MI. NW. OF HATCH ROCK, ON HIGHEST
 JM0516'POINT OF NE. END OF LOW SAND RIDGE WITH SANDSTONE EXPOSED ON SE. SIDE.
 JM0516'THERE IS A CORRAL AND GRAIN TANK ON S. SIDE OF RIDGE.
 JM0516'
 JM0516'TO REACH FROM COUNTY COURTHOUSE IN MOAB, DRIVE S. ON U.S. HIGHWAY 160
 JM0516'FOR 22.7 MI. TO LA SAL JUNCTION, CONTINUE ON HIGHWAY 6.3 MI. TO T-RD.
 JM0516'W., TURN RIGHT LEAVING HIGHWAY FOR 2.1 MI. TO T-RD. N., CONTINUE
 JM0516'STRAIGHT AHEAD 4.2 MI. TO Y-FORKS, KEEP RIGHT FORK 5.7 MI. TO Y-FORK,
 JM0516'KEEP RIGHT FORK 1.2 MI. TO SIDE RD. LEFT, TURN LEFT FOR 0.3 MI. TO
 JM0516'Y-FORK.  LEAVE TRUCK AND PACK SW. TO TOP AND STATION.  ABOUT 5-MINUTE
 JM0516'PACK.  TRUCK CAN BE DRIVEN AROUND S. OF RIDGE TO REACH TOP AND STATION
 JM0516'FROM THE SW., 1 MI. BY TRUCK FROM LAST MENTIONED Y-FORK.
 JM0516'
 JM0516'STATION MARK--STANDARD TABLET STAMPED ---8 MILE 1954--- BRAZED TO
 JM0516'AN IRON PIPE PROJECTING 0.4 FT. ABOVE GROUND.
 JM0516'
 JM0516'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 JM0516'1 1954--- BRAZED TO SMALL PIPE PROJECTING 0.4 FT. ABOVE GROUND, 25.24
 JM0516'FT. FROM STATION MARK, S 39 DEG 50 MIN W.
 JM0516'
 JM0516'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 JM0516'2 1954--- BRAZED TO SMALL PIPE PROJECTING 0.4 FT. ABOVE GROUND, 22.25
 JM0516'FT. FROM STATION MARK, N 47 DEG 02 MIN W.
 JM0516
 JM0516                          STATION RECOVERY (1972)
 JM0516
 JM0516'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1972
 JM0516'REFERENCE MARK NO. 1 COULD NOT BE LOCATED.
 JM0516'
 JM0516'THE STATION IS LOCATED ABOUT 9.7 MILES WEST-SOUTHWEST OF LA SAL
 JM0516'JUNCTION AND 20.7 MILES SOUTH OF MOAB.  ON HIGHEST POINT OF
 JM0516'NORTHEAST END OF LOW SAND RIDGE LOCALLY KNOWN AS EIGHTMILE ROCK.
 JM0516'
 JM0516'TO REACH THE STATION FROM THE POST OFFICE IN MONTICELLO, GO
 JM0516'NORTH ON U.S. ROUTE 163 FOR 21.5 MILES TO INTERSECTION WITH ROAD
 JM0516'FROM WEST.  TURN LEFT AS PER SIGN NEEDLES OVERLOOK AND GO WEST
 JM0516'ON PAVED ROAD FOR 15.2 MILES TO ROAD FORK.  KEEP RIGHT AND GO
 JM0516'0.1 MILES TO INTERSECTION WITH ROAD FROM THE EAST.  *TURN RIGHT
 JM0516'AND GO EAST FOR 1.4 MILES TO SANDSTONE OUTCROP AND A
 JM0516'RANCH-CORRAL AREA.  FROM HERE, GO 0.2 MILE ON DIRT ROAD IN A
 JM0516'NORTHERLY DIRECTION PASSING A SANDSTONE FORMATION TO A
 JM0516'POINT WHERE VEHICLE TRAVEL IS POSSIBLE TO THE WEST.  TURN LEFT
 JM0516'AND GO CROSS-COUNTRY FOR ABOUT 0.2 MILE TO HIGHEST POINT OF
 JM0516'SANDSTONE HILL AND SITE OF STATION.
 JM0516'
 JM0516'STATION MARK--A STANDARD USGS DISK STAMPED--8 MILE 1954 BRAZED
 JM0516'TO THE TOP OF AN IRON PIPE THAT PROJECTS 0.3 FOOT ABOVE GROUND.
 JM0516'
 JM0516'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK DISK STAMPED--NO
 JM0516'2 1954 BRAZED TO A SMALL IRON PIPE THAT PROJECTS 0.8 FOOT ABOVE
 JM0516'GROUND.
 JM0516'
 JM0516'REFERENCE MARK NO. 3--A CORPS OF ENGINEERS DISK STAMPED--8 MILE
 JM0516'NO 3 TPC 1972 SET IN A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 JM0516'GROUND, 6.736 METERS NORTH-NORTHEAST OF STATION.
 JM0516'
 JM0516'AZIMUTH MARK--A STANDARD ALUMINUM USGS DISK STAMPED--PINON 2
 JM0516'1954 CEMENTED IN A DRILL HOLE IN A BURIED BOULDER FLUSH WITH
 JM0516'THE GROUND.
 JM0516'
 JM0516'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ALONG
 JM0516'GRAVEL ROAD FOR 3.0 MILES TO CREST OF LOW HILL JUST BEFORE
 JM0516'CROSSING CULVERT.  AT THIS POINT, TURN LEFT AND GO CROSS-COUNTRY
 JM0516'FOR 0.2 MILE CLIMBING IN A NORTHERLY DIRECTION TO TOP OF HILL
 JM0516'AND SITE OF STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0554 ***********************************************************************
 MS0554  DESIGNATION -  80 FMK
 MS0554  PID         -  MS0554
 MS0554  STATE/COUNTY-  UT/BOX ELDER
 MS0554  COUNTRY     -  US
 MS0554  USGS QUAD   -  PEPLIN FLATS (2017)
 MS0554
 MS0554                         *CURRENT SURVEY CONTROL
 MS0554  ______________________________________________________________________
 MS0554* NAD 83(1986) POSITION- 41 39 45.     (N) 113 08 54.     (W)   SCALED
 MS0554* NAVD 88 ORTHO HEIGHT -  1295.843 (meters)     4251.44  (feet) ADJUSTED
 MS0554  ______________________________________________________________________
 MS0554  GEOID HEIGHT    -        -15.813 (meters)                     GEOID18
 MS0554  DYNAMIC HEIGHT  -       1294.980 (meters)     4248.61  (feet) COMP
 MS0554  MODELED GRAVITY -    979,912.2   (mgal)                       NAVD 88
 MS0554
 MS0554  VERT ORDER      -  SECOND    CLASS 0
 MS0554
 MS0554.The horizontal coordinates were scaled from a map and have
 MS0554.an estimated accuracy of +/- 6 seconds.
 MS0554
 MS0554.The orthometric height was determined by differential leveling and
 MS0554.adjusted by the NATIONAL GEODETIC SURVEY
 MS0554.in June 1991.
 MS0554
 MS0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0554.GEOID18 height accuracy estimate available here.
 MS0554
 MS0554.Click photographs - Photos may exist for this station.
 MS0554
 MS0554.The dynamic height is computed by dividing the NAVD 88
 MS0554.geopotential number by the normal gravity value computed on the
 MS0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0554.degrees latitude (g = 980.6199 gals.).
 MS0554
 MS0554.The modeled gravity was interpolated from observed gravity values.
 MS0554
 MS0554;                    North         East    Units  Estimated Accuracy
 MS0554;SPC UT N     - 1,148,910.      362,730.      MT  (+/- 180 meters Scaled)
 MS0554
 MS0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM211145(NAD 83)
 MS0554
 MS0554                          SUPERSEDED SURVEY CONTROL
 MS0554
 MS0554  NGVD 29 (??/??/92) 1294.84   (m)         4248.2    (f) COMPUTED    2 0
 MS0554
 MS0554.Superseded values are not recommended for survey control.
 MS0554
 MS0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0554.See file dsdata.pdf to determine how the superseded data were derived.
 MS0554
 MS0554_MARKER: DB = BENCH MARK DISK
 MS0554_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0554_STAMPING: 80 FMK 1966
 MS0554_MARK LOGO: USGS
 MS0554_PROJECTION: FLUSH
 MS0554_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0554_ROD/PIPE-DEPTH: 9.14 meters
 MS0554
 MS0554  HISTORY     - Date     Condition        Report By
 MS0554  HISTORY     - 1966     MONUMENTED       USGS
 MS0554
 MS0554                          STATION DESCRIPTION
 MS0554
 MS0554'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0554'11.1 KM (6.90 MI) SW FROM KELTON.
 MS0554'2.5 MILES WEST OF KELTON, ALONG BLM ROAD TO LUCIN-HOGUP JCT., THENCE
 MS0554'4.4 MILES SOUTH, IN A LARGE CLEAR AND FLAT AREA, 100 FEET WEST OF THE
 MS0554'ROAD.
 MS0554'THE MARK IS 1 FT  S FROM  A WITNESS POST
 MS0554'THE MARK IS ABOVE LEVEL WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0620 ***********************************************************************
 HN0620  DESIGNATION -  80 WF
 HN0620  PID         -  HN0620
 HN0620  STATE/COUNTY-  UT/GARFIELD
 HN0620  COUNTRY     -  US
 HN0620  USGS QUAD   -  WIDE HOLLOW RESERVOIR (2017)
 HN0620
 HN0620                         *CURRENT SURVEY CONTROL
 HN0620  ______________________________________________________________________
 HN0620* NAD 83(1986) POSITION- 37 45 48.     (N) 111 43 08.     (W)   SCALED
 HN0620* NAVD 88 ORTHO HEIGHT -  1925.697 (meters)     6317.89  (feet) ADJUSTED
 HN0620  ______________________________________________________________________
 HN0620  GEOID HEIGHT    -        -19.759 (meters)                     GEOID18
 HN0620  DYNAMIC HEIGHT  -       1923.407 (meters)     6310.38  (feet) COMP
 HN0620  MODELED GRAVITY -    979,372.2   (mgal)                       NAVD 88
 HN0620
 HN0620  VERT ORDER      -  SECOND    CLASS 0
 HN0620
 HN0620.The horizontal coordinates were scaled from a map and have
 HN0620.an estimated accuracy of +/- 6 seconds.
 HN0620
 HN0620.The orthometric height was determined by differential leveling and
 HN0620.adjusted by the NATIONAL GEODETIC SURVEY
 HN0620.in June 1991.
 HN0620
 HN0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0620.GEOID18 height accuracy estimate available here.
 HN0620
 HN0620.Click photographs - Photos may exist for this station.
 HN0620
 HN0620.The dynamic height is computed by dividing the NAVD 88
 HN0620.geopotential number by the normal gravity value computed on the
 HN0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0620.degrees latitude (g = 980.6199 gals.).
 HN0620
 HN0620.The modeled gravity was interpolated from observed gravity values.
 HN0620
 HN0620;                    North         East    Units  Estimated Accuracy
 HN0620;SPC UT S     - 3,121,730.      480,710.      MT  (+/- 180 meters Scaled)
 HN0620
 HN0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG366798(NAD 83)
 HN0620
 HN0620                          SUPERSEDED SURVEY CONTROL
 HN0620
 HN0620  NGVD 29 (??/??/92) 1924.428  (m)         6313.73   (f) ADJ UNCH    2 0
 HN0620
 HN0620.Superseded values are not recommended for survey control.
 HN0620
 HN0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0620.See file dsdata.pdf to determine how the superseded data were derived.
 HN0620
 HN0620_MARKER: DD = SURVEY DISK
 HN0620_SETTING: 80 = SET IN A BOULDER
 HN0620_STAMPING: 80 WF 1952 6314
 HN0620_MARK LOGO: USGS
 HN0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0620+STABILITY: SURFACE MOTION
 HN0620
 HN0620  HISTORY     - Date     Condition        Report By
 HN0620  HISTORY     - 1952     MONUMENTED       USGS
 HN0620  HISTORY     - 1963     GOOD             CGS
 HN0620
 HN0620                          STATION DESCRIPTION
 HN0620
 HN0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0620'6.9 MI W FROM ESCALANTE.
 HN0620'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0620'AT ESCALANTE, THENCE 2.05 MILES NORTHWEST ALONG A DIRT ROAD, AT THE
 HN0620'WEST END OF A CURVE AROUND THE TOE OF A ROCKY SLOPE, IN THE TOP OF A
 HN0620'SHELF ON THE SOUTHWEST SLOPE OF A 6- BY 10-FOOT BOULDER WHICH PROJECTS
 HN0620'ABOUT 2 FEET ABOVE THE GROUND, 30 FEET NORTH OF THE CENTER LINE OF THE
 HN0620'ROAD, 3.2 FEET NORTH OF A WITNESS POST, AND ABOUT 3 FEET HIGHER THAN
 HN0620'THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0207 ***********************************************************************
 LN0207  DESIGNATION -  8050.1
 LN0207  PID         -  LN0207
 LN0207  STATE/COUNTY-  UT/UINTAH
 LN0207  COUNTRY     -  US
 LN0207  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0207
 LN0207                         *CURRENT SURVEY CONTROL
 LN0207  ______________________________________________________________________
 LN0207* NAD 83(1986) POSITION- 40 43 05.     (N) 109 28 23.     (W)   SCALED
 LN0207* NAVD 88 ORTHO HEIGHT -  2564.23  (+/-2cm)     8412.8   (feet) VERTCON3
 LN0207  ______________________________________________________________________
 LN0207  GEOID HEIGHT    -        -14.122 (meters)                     GEOID18
 LN0207  VERT ORDER      -  ? (See Below)
 LN0207
 LN0207.The horizontal coordinates were scaled from a map and have
 LN0207.an estimated accuracy of +/- 6 seconds.
 LN0207
 LN0207.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0207
 LN0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0207.GEOID18 height accuracy estimate available here.
 LN0207
 LN0207.The vertical order pertains to the NGVD 29 superseded value.
 LN0207
 LN0207.Click photographs - Photos may exist for this station.
 LN0207
 LN0207;                    North         East    Units  Estimated Accuracy
 LN0207;SPC UT C     - 2,266,700.      671,250.      MT  (+/- 180 meters Scaled)
 LN0207
 LN0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL289085(NAD 83)
 LN0207
 LN0207                          SUPERSEDED SURVEY CONTROL
 LN0207
 LN0207  NGVD 29 (??/??/92) 2562.776  (m)         8408.04   (f) ADJ UNCH       
 LN0207
 LN0207.Superseded values are not recommended for survey control.
 LN0207
 LN0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0207.See file dsdata.pdf to determine how the superseded data were derived.
 LN0207
 LN0207_MARKER: P = PIPE CAP
 LN0207_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LN0207_STAMPING: 8050.1 1928
 LN0207_MARK LOGO: BPR
 LN0207_MAGNETIC: P = MARKER IS A STEEL PIPE
 LN0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0207
 LN0207  HISTORY     - Date     Condition        Report By
 LN0207  HISTORY     - 1928     MONUMENTED       BPR
 LN0207  HISTORY     - 1949     GOOD             CGS
 LN0207  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0207
 LN0207                          STATION DESCRIPTION
 LN0207
 LN0207'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1928
 LN0207'26.9 MI N FROM VERNAL.
 LN0207'ABOUT 26.9 MILES NORTH ALONG STATE HIGHWAY 44 FROM VERNAL, UINTAH
 LN0207'COUNTY, ABOUT 1.6 MILES NORTH OF LITTLE BRUSH CREEK, ABOUT 0.2 MILE
 LN0207'NORTH OF A CLEARING, AT THE SOUTH END OF A TANGENT, ON THE NORTH SIDE
 LN0207'OF A SUMMIT, ABOUT 20 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 LN0207'2 FEET WEST OF A RIGHT-OF-WAY STAKE MARKED 21.  A UNITED STATES BUREAU
 LN0207'OF PUBLIC ROADS STANDARD CAP, STAMPED 8050.1 1928 AND RIVETED ON THE
 LN0207'TOP OF A 2-INCH IRON PIPE.
 LN0207
 LN0207                          STATION RECOVERY (1949)
 LN0207
 LN0207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LN0207'RECOVERED IN GOOD CONDITION.
 LN0207
 LN0207                          STATION RECOVERY (1984)
 LN0207
 LN0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0207'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0555 ***********************************************************************
 MS0555  DESIGNATION -  81 FMK
 MS0555  PID         -  MS0555
 MS0555  STATE/COUNTY-  UT/BOX ELDER
 MS0555  COUNTRY     -  US
 MS0555  USGS QUAD   -  PEPLIN FLATS (2017)
 MS0555
 MS0555                         *CURRENT SURVEY CONTROL
 MS0555  ______________________________________________________________________
 MS0555* NAD 83(1986) POSITION- 41 38 47.     (N) 113 08 31.     (W)   SCALED
 MS0555* NAVD 88 ORTHO HEIGHT -  1295.874 (meters)     4251.55  (feet) ADJUSTED
 MS0555  ______________________________________________________________________
 MS0555  GEOID HEIGHT    -        -15.858 (meters)                     GEOID18
 MS0555  DYNAMIC HEIGHT  -       1295.011 (meters)     4248.72  (feet) COMP
 MS0555  MODELED GRAVITY -    979,911.9   (mgal)                       NAVD 88
 MS0555
 MS0555  VERT ORDER      -  SECOND    CLASS 0
 MS0555
 MS0555.The horizontal coordinates were scaled from a map and have
 MS0555.an estimated accuracy of +/- 6 seconds.
 MS0555
 MS0555.The orthometric height was determined by differential leveling and
 MS0555.adjusted by the NATIONAL GEODETIC SURVEY
 MS0555.in June 1991.
 MS0555
 MS0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0555.GEOID18 height accuracy estimate available here.
 MS0555
 MS0555.Click photographs - Photos may exist for this station.
 MS0555
 MS0555.The dynamic height is computed by dividing the NAVD 88
 MS0555.geopotential number by the normal gravity value computed on the
 MS0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0555.degrees latitude (g = 980.6199 gals.).
 MS0555
 MS0555.The modeled gravity was interpolated from observed gravity values.
 MS0555
 MS0555;                    North         East    Units  Estimated Accuracy
 MS0555;SPC UT N     - 1,147,110.      363,220.      MT  (+/- 180 meters Scaled)
 MS0555
 MS0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM216127(NAD 83)
 MS0555
 MS0555                          SUPERSEDED SURVEY CONTROL
 MS0555
 MS0555  NGVD 29 (??/??/92) 1294.87   (m)         4248.3    (f) COMPUTED    2 0
 MS0555
 MS0555.Superseded values are not recommended for survey control.
 MS0555
 MS0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0555.See file dsdata.pdf to determine how the superseded data were derived.
 MS0555
 MS0555_MARKER: DB = BENCH MARK DISK
 MS0555_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0555_STAMPING: 81 FMK 1966
 MS0555_MARK LOGO: USGS
 MS0555_PROJECTION: FLUSH
 MS0555_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0555_ROD/PIPE-DEPTH: 19.8 meters
 MS0555
 MS0555  HISTORY     - Date     Condition        Report By
 MS0555  HISTORY     - 1966     MONUMENTED       USGS
 MS0555
 MS0555                          STATION DESCRIPTION
 MS0555
 MS0555'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0555'13.0 KM (8.10 MI) SW FROM KELTON.
 MS0555'2.5 MILES WEST FROM KELTON, ALONG BLM ROAD TO LUCIN-HOGUP JCT.,
 MS0555'THENCE5.6 MILES SOUTH, ON THE OPPOSITE SIDE OF THE ROAD FROM A DIRT
 MS0555'STOCK TANK, 64 FEET EAST AND 53 FEET SOUTH OF THE INTERSECTION OF A
 MS0555'DIM ROADSOUTHEAST AND THE NORTH-SOUTH ROAD, 64 FEET EAST AND 15 FEET
 MS0555'NORTH OF THE INTERSECTION OF A DRAINAGE DITCH AND THE ROAD.
 MS0555'THE MARK IS 1 FT  W FROM  A WITNESS POST
 MS0555'THE MARK IS ABOVE LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0622 ***********************************************************************
 HN0622  DESIGNATION -  81 WF
 HN0622  PID         -  HN0622
 HN0622  STATE/COUNTY-  UT/GARFIELD
 HN0622  COUNTRY     -  US
 HN0622  USGS QUAD   -  WIDE HOLLOW RESERVOIR (2017)
 HN0622
 HN0622                         *CURRENT SURVEY CONTROL
 HN0622  ______________________________________________________________________
 HN0622* NAD 83(1986) POSITION- 37 45 54.10   (N) 111 41 02.47   (W)   HD_HELD1
 HN0622* NAVD 88 ORTHO HEIGHT -  1863.202 (meters)     6112.86  (feet) ADJUSTED
 HN0622  ______________________________________________________________________
 HN0622  GEOID HEIGHT    -        -19.849 (meters)                     GEOID18
 HN0622  DYNAMIC HEIGHT  -       1861.001 (meters)     6105.63  (feet) COMP
 HN0622  MODELED GRAVITY -    979,382.6   (mgal)                       NAVD 88
 HN0622
 HN0622  VERT ORDER      -  SECOND    CLASS 0
 HN0622
 HN0622.The horizontal coordinates were determined by differentially corrected
 HN0622.hand held GPS observations or other comparable positioning techniques
 HN0622.and have an estimated accuracy of +/- 3 meters.
 HN0622
 HN0622.The orthometric height was determined by differential leveling and
 HN0622.adjusted by the NATIONAL GEODETIC SURVEY
 HN0622.in June 1991.
 HN0622
 HN0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0622.GEOID18 height accuracy estimate available here.
 HN0622
 HN0622.Click photographs - Photos may exist for this station.
 HN0622
 HN0622.The dynamic height is computed by dividing the NAVD 88
 HN0622.geopotential number by the normal gravity value computed on the
 HN0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0622.degrees latitude (g = 980.6199 gals.).
 HN0622
 HN0622.The modeled gravity was interpolated from observed gravity values.
 HN0622
 HN0622;                    North         East    Units  Estimated Accuracy
 HN0622;SPC UT S     - 3,121,915.8     483,786.5     MT  (+/- 3 meters HH1 GPS) 
 HN0622
 HN0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG3975379965(NAD 83)
 HN0622
 HN0622                          SUPERSEDED SURVEY CONTROL
 HN0622
 HN0622  NGVD 29 (??/??/92) 1861.946  (m)         6108.73   (f) ADJ UNCH    2 0
 HN0622
 HN0622.Superseded values are not recommended for survey control.
 HN0622
 HN0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0622.See file dsdata.pdf to determine how the superseded data were derived.
 HN0622
 HN0622_MARKER: DD = SURVEY DISK
 HN0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0622_STAMPING: 81 WF 1952 6109 GAGING STATION
 HN0622_MARK LOGO: USGS
 HN0622_PROJECTION: FLUSH
 HN0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0622+STABILITY: SURFACE MOTION
 HN0622
 HN0622  HISTORY     - Date     Condition        Report By
 HN0622  HISTORY     - 1952     MONUMENTED       USGS
 HN0622  HISTORY     - 1963     GOOD             CGS
 HN0622
 HN0622                          STATION DESCRIPTION
 HN0622
 HN0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0622'4.85 MI W FROM ESCALANTE.
 HN0622'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0622'AT ESCALANTE, AT THE JUNCTION OF A DIRT ROAD NORTHWEST TO WIDTSOE, 125
 HN0622'FEET NORTHWEST AND ACROSS THE ESCALANTE RIVER FROM THE CENTER LINE OF
 HN0622'THE HIGHWAY, 75 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 100
 HN0622'FEET WEST OF THE WEST CORNER OF A CONCRETE BRIDGE OVER ESCALANTE
 HN0622'RIVER, 56 FEET SOUTHEAST OF A POWER LINE POLE, 1.2 FEET SOUTH OF A
 HN0622'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, ABOUT 10 FEET
 HN0622'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 HN0622'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0325 ***********************************************************************
 LN0325  DESIGNATION -  8106.1
 LN0325  PID         -  LN0325
 LN0325  STATE/COUNTY-  UT/UINTAH
 LN0325  COUNTRY     -  US
 LN0325  USGS QUAD   -  DYER MOUNTAIN (2017)
 LN0325
 LN0325                         *CURRENT SURVEY CONTROL
 LN0325  ______________________________________________________________________
 LN0325* NAD 83(1986) POSITION- 40 41 17.     (N) 109 30 57.     (W)   SCALED
 LN0325* NAVD 88 ORTHO HEIGHT -  2581.24  (+/-2cm)     8468.6   (feet) VERTCON3
 LN0325  ______________________________________________________________________
 LN0325  GEOID HEIGHT    -        -14.268 (meters)                     GEOID18
 LN0325  VERT ORDER      -  ? (See Below)
 LN0325
 LN0325.The horizontal coordinates were scaled from a map and have
 LN0325.an estimated accuracy of +/- 6 seconds.
 LN0325
 LN0325.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0325
 LN0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0325.GEOID18 height accuracy estimate available here.
 LN0325
 LN0325.The vertical order pertains to the NGVD 29 superseded value.
 LN0325
 LN0325.Click photographs - Photos may exist for this station.
 LN0325
 LN0325;                    North         East    Units  Estimated Accuracy
 LN0325;SPC UT C     - 2,263,290.      667,710.      MT  (+/- 180 meters Scaled)
 LN0325
 LN0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL254051(NAD 83)
 LN0325
 LN0325                          SUPERSEDED SURVEY CONTROL
 LN0325
 LN0325  NGVD 29 (??/??/92) 2579.771  (m)         8463.80   (f) ADJ UNCH       
 LN0325
 LN0325.Superseded values are not recommended for survey control.
 LN0325
 LN0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0325.See file dsdata.pdf to determine how the superseded data were derived.
 LN0325
 LN0325_MARKER: P = PIPE CAP
 LN0325_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LN0325_STAMPING: 8106.1 1928
 LN0325_MARK LOGO: BPR
 LN0325_MAGNETIC: P = MARKER IS A STEEL PIPE
 LN0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0325
 LN0325  HISTORY     - Date     Condition        Report By
 LN0325  HISTORY     - 1928     MONUMENTED       BPR
 LN0325  HISTORY     - 1949     GOOD             CGS
 LN0325  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0325
 LN0325                          STATION DESCRIPTION
 LN0325
 LN0325'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1928
 LN0325'23.0 MI N FROM VERNAL.
 LN0325'ABOUT 23.0 MILES NORTH ALONG STATE HIGHWAY 44 FROM VERNAL, UINTAH
 LN0325'COUNTY, AT THE NORTH POINT OF THE TRIANGLE JUNCTION OF THE SIDE ROAD
 LN0325'LEADING TO BOULLIONVILLE, AT THE SIDE OF THE RIGHT-OF-WAY STAKE MARKED
 LN0325'O, ON THE TOP OF A BANK, AND ABOUT 25 FEET EAST OF THE CENTER LINE OF
 LN0325'THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP,
 LN0325'STAMPED 8106.1 1928 AND RIVETED ON THE TOP OF A 2-INCH IRON PIPE.
 LN0325
 LN0325                          STATION RECOVERY (1949)
 LN0325
 LN0325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LN0325'RECOVERED IN GOOD CONDITION.
 LN0325
 LN0325                          STATION RECOVERY (1984)
 LN0325
 LN0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0325'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0556 ***********************************************************************
 MS0556  DESIGNATION -  82 FMK
 MS0556  PID         -  MS0556
 MS0556  STATE/COUNTY-  UT/BOX ELDER
 MS0556  COUNTRY     -  US
 MS0556  USGS QUAD   -  PEPLIN FLATS (2017)
 MS0556
 MS0556                         *CURRENT SURVEY CONTROL
 MS0556  ______________________________________________________________________
 MS0556* NAD 83(1986) POSITION- 41 37 46.     (N) 113 08 12.     (W)   SCALED
 MS0556* NAVD 88 ORTHO HEIGHT -  1299.667 (meters)     4263.99  (feet) ADJUSTED
 MS0556  ______________________________________________________________________
 MS0556  GEOID HEIGHT    -        -15.907 (meters)                     GEOID18
 MS0556  DYNAMIC HEIGHT  -       1298.801 (meters)     4261.15  (feet) COMP
 MS0556  MODELED GRAVITY -    979,910.8   (mgal)                       NAVD 88
 MS0556
 MS0556  VERT ORDER      -  SECOND    CLASS 0
 MS0556
 MS0556.The horizontal coordinates were scaled from a map and have
 MS0556.an estimated accuracy of +/- 6 seconds.
 MS0556
 MS0556.The orthometric height was determined by differential leveling and
 MS0556.adjusted by the NATIONAL GEODETIC SURVEY
 MS0556.in June 1991.
 MS0556
 MS0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0556.GEOID18 height accuracy estimate available here.
 MS0556
 MS0556.Click photographs - Photos may exist for this station.
 MS0556
 MS0556.The dynamic height is computed by dividing the NAVD 88
 MS0556.geopotential number by the normal gravity value computed on the
 MS0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0556.degrees latitude (g = 980.6199 gals.).
 MS0556
 MS0556.The modeled gravity was interpolated from observed gravity values.
 MS0556
 MS0556;                    North         East    Units  Estimated Accuracy
 MS0556;SPC UT N     - 1,145,220.      363,630.      MT  (+/- 180 meters Scaled)
 MS0556
 MS0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM220108(NAD 83)
 MS0556
 MS0556                          SUPERSEDED SURVEY CONTROL
 MS0556
 MS0556  NGVD 29 (??/??/92) 1298.66   (m)         4260.7    (f) COMPUTED    2 0
 MS0556
 MS0556.Superseded values are not recommended for survey control.
 MS0556
 MS0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0556.See file dsdata.pdf to determine how the superseded data were derived.
 MS0556
 MS0556_MARKER: DB = BENCH MARK DISK
 MS0556_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0556_STAMPING: 82 FMK 1966
 MS0556_MARK LOGO: USGS
 MS0556_PROJECTION: FLUSH
 MS0556_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0556_ROD/PIPE-DEPTH: 19.5 meters
 MS0556
 MS0556  HISTORY     - Date     Condition        Report By
 MS0556  HISTORY     - 1966     MONUMENTED       USGS
 MS0556
 MS0556                          STATION DESCRIPTION
 MS0556
 MS0556'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0556'14.8 KM (9.20 MI) SW FROM KELTON.
 MS0556'2.5 MILES WEST OF KELTON, ALONG BLM ROAD TO LUCIN-HOGUP JCT., THENCE
 MS0556'6.7 MILES SOUTH, 118 FEET NORTH OF THE NORTH RIM OF A DIRT STOCK
 MS0556'TANK,59 FEET WEST OF THE ROAD.
 MS0556'THE MARK IS 1.5 FT  N FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0625 ***********************************************************************
 HN0625  DESIGNATION -  82 WF
 HN0625  PID         -  HN0625
 HN0625  STATE/COUNTY-  UT/GARFIELD
 HN0625  COUNTRY     -  US
 HN0625  USGS QUAD   -  WIDE HOLLOW RESERVOIR (2017)
 HN0625
 HN0625                         *CURRENT SURVEY CONTROL
 HN0625  ______________________________________________________________________
 HN0625* NAD 83(1986) POSITION- 37 46 28.     (N) 111 38 38.     (W)   SCALED
 HN0625* NAVD 88 ORTHO HEIGHT -  1807.381 (meters)     5929.72  (feet) ADJUSTED
 HN0625  ______________________________________________________________________
 HN0625  GEOID HEIGHT    -        -19.904 (meters)                     GEOID18
 HN0625  DYNAMIC HEIGHT  -       1805.275 (meters)     5922.81  (feet) COMP
 HN0625  MODELED GRAVITY -    979,400.7   (mgal)                       NAVD 88
 HN0625
 HN0625  VERT ORDER      -  SECOND    CLASS 0
 HN0625
 HN0625.The horizontal coordinates were scaled from a map and have
 HN0625.an estimated accuracy of +/- 6 seconds.
 HN0625
 HN0625.The orthometric height was determined by differential leveling and
 HN0625.adjusted by the NATIONAL GEODETIC SURVEY
 HN0625.in June 1991.
 HN0625
 HN0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0625.GEOID18 height accuracy estimate available here.
 HN0625
 HN0625.Click photographs - Photos may exist for this station.
 HN0625
 HN0625.The dynamic height is computed by dividing the NAVD 88
 HN0625.geopotential number by the normal gravity value computed on the
 HN0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0625.degrees latitude (g = 980.6199 gals.).
 HN0625
 HN0625.The modeled gravity was interpolated from observed gravity values.
 HN0625
 HN0625;                    North         East    Units  Estimated Accuracy
 HN0625;SPC UT S     - 3,122,960.      487,320.      MT  (+/- 180 meters Scaled)
 HN0625
 HN0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG432809(NAD 83)
 HN0625
 HN0625                          SUPERSEDED SURVEY CONTROL
 HN0625
 HN0625  NGVD 29 (??/??/92) 1806.160  (m)         5925.71   (f) ADJ UNCH    2 0
 HN0625
 HN0625.Superseded values are not recommended for survey control.
 HN0625
 HN0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0625.See file dsdata.pdf to determine how the superseded data were derived.
 HN0625
 HN0625_MARKER: DD = SURVEY DISK
 HN0625_SETTING: 80 = SET IN A BOULDER
 HN0625_STAMPING: 82 WF 1952 5926
 HN0625_MARK LOGO: USGS
 HN0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0625+STABILITY: SURFACE MOTION
 HN0625
 HN0625  HISTORY     - Date     Condition        Report By
 HN0625  HISTORY     - 1952     MONUMENTED       USGS
 HN0625  HISTORY     - 1963     GOOD             CGS
 HN0625
 HN0625                          STATION DESCRIPTION
 HN0625
 HN0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0625'2.5 MI W FROM ESCALANTE.
 HN0625'2.5 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0625'AT ESCALANTE, 35 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN THE
 HN0625'TOP OF A 3- BY 6-FOOT BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE THE
 HN0625'GROUND, 17.2 FEET SOUTH OF A FENCE, 2.1 FEET NORTHEAST OF A WITNESS
 HN0625'POST, AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0557 ***********************************************************************
 MS0557  DESIGNATION -  83 FMK
 MS0557  PID         -  MS0557
 MS0557  STATE/COUNTY-  UT/BOX ELDER
 MS0557  COUNTRY     -  US
 MS0557  USGS QUAD   -  HOGUP BAR (2017)
 MS0557
 MS0557                         *CURRENT SURVEY CONTROL
 MS0557  ______________________________________________________________________
 MS0557* NAD 83(1986) POSITION- 41 37 13.     (N) 113 07 59.     (W)   SCALED
 MS0557* NAVD 88 ORTHO HEIGHT -  1331.010 (meters)     4366.82  (feet) ADJUSTED
 MS0557  ______________________________________________________________________
 MS0557  GEOID HEIGHT    -        -15.932 (meters)                     GEOID18
 MS0557  DYNAMIC HEIGHT  -       1330.123 (meters)     4363.91  (feet) COMP
 MS0557  MODELED GRAVITY -    979,910.3   (mgal)                       NAVD 88
 MS0557
 MS0557  VERT ORDER      -  SECOND    CLASS 0
 MS0557
 MS0557.The horizontal coordinates were scaled from a map and have
 MS0557.an estimated accuracy of +/- 6 seconds.
 MS0557
 MS0557.The orthometric height was determined by differential leveling and
 MS0557.adjusted by the NATIONAL GEODETIC SURVEY
 MS0557.in June 1991.
 MS0557
 MS0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0557.GEOID18 height accuracy estimate available here.
 MS0557
 MS0557.Click photographs - Photos may exist for this station.
 MS0557
 MS0557.The dynamic height is computed by dividing the NAVD 88
 MS0557.geopotential number by the normal gravity value computed on the
 MS0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0557.degrees latitude (g = 980.6199 gals.).
 MS0557
 MS0557.The modeled gravity was interpolated from observed gravity values.
 MS0557
 MS0557;                    North         East    Units  Estimated Accuracy
 MS0557;SPC UT N     - 1,144,200.      363,910.      MT  (+/- 180 meters Scaled)
 MS0557
 MS0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM222098(NAD 83)
 MS0557
 MS0557                          SUPERSEDED SURVEY CONTROL
 MS0557
 MS0557  NGVD 29 (??/??/92) 1330.01   (m)         4363.5    (f) COMPUTED    2 0
 MS0557
 MS0557.Superseded values are not recommended for survey control.
 MS0557
 MS0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0557.See file dsdata.pdf to determine how the superseded data were derived.
 MS0557
 MS0557_MARKER: DB = BENCH MARK DISK
 MS0557_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0557_STAMPING: 83 FMK 1966
 MS0557_MARK LOGO: USGS
 MS0557_PROJECTION: FLUSH
 MS0557_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0557_ROD/PIPE-DEPTH: 5.79 meters
 MS0557
 MS0557  HISTORY     - Date     Condition        Report By
 MS0557  HISTORY     - 1966     MONUMENTED       USGS
 MS0557
 MS0557                          STATION DESCRIPTION
 MS0557
 MS0557'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0557'15.9 KM (9.90 MI) SW FROM KELTON.
 MS0557'2.5 MILES WEST OF KELTON, ALONG BLM ROAD TO LUCIN-HOGUP JCT., THENCE
 MS0557'7.4 MILES SOUTH, AT A JCT.  OF ROADS TO EAST HOGUP AND WEST HOGUP,
 MS0557'134 FEET SOUTH AND 27 FEET WEST OF JCT., 45 FEET SOUTH OF A BLM ROAD
 MS0557'SIGN.
 MS0557'THE MARK IS 1 FT  S FROM  A WITNESS POST
 MS0557'THE MARK IS 5 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0629 ***********************************************************************
 HN0629  DESIGNATION -  83 WF
 HN0629  PID         -  HN0629
 HN0629  STATE/COUNTY-  UT/GARFIELD
 HN0629  COUNTRY     -  US
 HN0629  USGS QUAD   -  ESCALANTE (2017)
 HN0629
 HN0629                         *CURRENT SURVEY CONTROL
 HN0629  ______________________________________________________________________
 HN0629* NAD 83(1986) POSITION- 37 46 12.77   (N) 111 36 07.46   (W)   HD_HELD1
 HN0629* NAVD 88 ORTHO HEIGHT -  1772.729 (meters)     5816.03  (feet) ADJUSTED
 HN0629  ______________________________________________________________________
 HN0629  GEOID HEIGHT    -        -20.012 (meters)                     GEOID18
 HN0629  DYNAMIC HEIGHT  -       1770.685 (meters)     5809.32  (feet) COMP
 HN0629  MODELED GRAVITY -    979,414.2   (mgal)                       NAVD 88
 HN0629
 HN0629  VERT ORDER      -  SECOND    CLASS 0
 HN0629
 HN0629.The horizontal coordinates were determined by differentially corrected
 HN0629.hand held GPS observations or other comparable positioning techniques
 HN0629.and have an estimated accuracy of +/- 3 meters.
 HN0629
 HN0629.The orthometric height was determined by differential leveling and
 HN0629.adjusted by the NATIONAL GEODETIC SURVEY
 HN0629.in June 1991.
 HN0629
 HN0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0629.GEOID18 height accuracy estimate available here.
 HN0629
 HN0629.Click photographs - Photos may exist for this station.
 HN0629
 HN0629.The dynamic height is computed by dividing the NAVD 88
 HN0629.geopotential number by the normal gravity value computed on the
 HN0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0629.degrees latitude (g = 980.6199 gals.).
 HN0629
 HN0629.The modeled gravity was interpolated from observed gravity values.
 HN0629
 HN0629;                    North         East    Units  Estimated Accuracy
 HN0629;SPC UT S     - 3,122,480.3     491,007.3     MT  (+/- 3 meters HH1 GPS) 
 HN0629
 HN0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG4697480490(NAD 83)
 HN0629
 HN0629                          SUPERSEDED SURVEY CONTROL
 HN0629
 HN0629  NGVD 29 (??/??/92) 1771.533  (m)         5812.10   (f) ADJ UNCH    2 0
 HN0629
 HN0629.Superseded values are not recommended for survey control.
 HN0629
 HN0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0629.See file dsdata.pdf to determine how the superseded data were derived.
 HN0629
 HN0629_MARKER: DD = SURVEY DISK
 HN0629_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HN0629_SP_SET: RETAINING WALL
 HN0629_STAMPING: 83 WF 1952 5813
 HN0629_MARK LOGO: USGS
 HN0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0629+STABILITY: SURFACE MOTION
 HN0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0629+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2012
 HN0629
 HN0629  HISTORY     - Date     Condition        Report By
 HN0629  HISTORY     - 1952     MONUMENTED       USGS
 HN0629  HISTORY     - 1963     GOOD             CGS
 HN0629  HISTORY     - 20120813 GOOD             NGS
 HN0629
 HN0629                          STATION DESCRIPTION
 HN0629
 HN0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0629'IN ESCALANTE.
 HN0629'AT ESCALANTE, ALONG STATE HIGHWAY 54 AT THE INTERSECTION OF THE FIRST
 HN0629'STREET WEST OF THE POST OFFICE, 1/2 BLOCK SOUTH OF THE LDS SOUTH WARD
 HN0629'CHURCH, IN THE TOP OF THE NORTHWEST CORNER OF A CONCRETE RETAINING
 HN0629'WALL AROUND A RESIDENCE AND RUBYS MOTEL, 49 FEET SOUTH OF THE CENTER
 HN0629'LINE OF THE HIGHWAY, 47 FEET EAST OF THE CENTER LINE OF THE STREET,
 HN0629'3.9 FEET NORTHWEST OF THE NORTH CORNER OF THE CONCRETE FOUNDATION OF A
 HN0629'DAUGHTERS OF UTAH PIONEER MONUMENT, AND ABOUT 3 1/2 FEET HIGHER THAN
 HN0629'THE HIGHWAY.
 HN0629
 HN0629                          STATION RECOVERY (2012)
 HN0629
 HN0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2012 (DW)
 HN0629'STATION IS AT SSE CORNER OF MAIN STREET (= UTAH 12) AND 100 WEST
 HN0629'STREET, AT NW CORNER OF PROPERTY OF COWBOY COUNTRY INN.  DUP MONUMENT
 HN0629'CONSTRUCTED WITH PIECES OF PETRIFIED WOOD.
 HN0629'THIS IS GRAVITY BASE STATION 'ESCALANTE,' DOD 4627-1, IGB 12071 , AND
 HN0629'UNIV OF UTAH G-116 AND RF-504.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0194 ***********************************************************************
 KN0194  DESIGNATION -  8303
 KN0194  PID         -  KN0194
 KN0194  STATE/COUNTY-  UT/CARBON
 KN0194  COUNTRY     -  US
 KN0194  USGS QUAD   -  SCOFIELD (2017)
 KN0194
 KN0194                         *CURRENT SURVEY CONTROL
 KN0194  ______________________________________________________________________
 KN0194* NAD 83(1986) POSITION- 39 38 36.     (N) 111 09 15.     (W)   SCALED
 KN0194* NAVD 88 ORTHO HEIGHT -  2532.605 (meters)     8309.05  (feet) ADJUSTED
 KN0194  ______________________________________________________________________
 KN0194  GEOID HEIGHT    -        -15.899 (meters)                     GEOID18
 KN0194  DYNAMIC HEIGHT  -       2529.753 (meters)     8299.70  (feet) COMP
 KN0194  MODELED GRAVITY -    979,408.3   (mgal)                       NAVD 88
 KN0194
 KN0194  VERT ORDER      -  SECOND    CLASS 0
 KN0194
 KN0194.The horizontal coordinates were scaled from a map and have
 KN0194.an estimated accuracy of +/- 6 seconds.
 KN0194
 KN0194.The orthometric height was determined by differential leveling and
 KN0194.adjusted by the NATIONAL GEODETIC SURVEY
 KN0194.in June 1991.
 KN0194
 KN0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0194.GEOID18 height accuracy estimate available here.
 KN0194
 KN0194.Click photographs - Photos may exist for this station.
 KN0194
 KN0194.The dynamic height is computed by dividing the NAVD 88
 KN0194.geopotential number by the normal gravity value computed on the
 KN0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0194.degrees latitude (g = 980.6199 gals.).
 KN0194
 KN0194.The modeled gravity was interpolated from observed gravity values.
 KN0194
 KN0194;                    North         East    Units  Estimated Accuracy
 KN0194;SPC UT C     - 2,145,490.      529,680.      MT  (+/- 180 meters Scaled)
 KN0194
 KN0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ867881(NAD 83)
 KN0194
 KN0194                          SUPERSEDED SURVEY CONTROL
 KN0194
 KN0194  NGVD 29 (??/??/92) 2531.254  (m)         8304.62   (f) ADJ UNCH    2 0
 KN0194
 KN0194.Superseded values are not recommended for survey control.
 KN0194
 KN0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0194.See file dsdata.pdf to determine how the superseded data were derived.
 KN0194
 KN0194_MARKER: DD = SURVEY DISK
 KN0194_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KN0194_SP_SET: STEP
 KN0194_STAMPING: 8303
 KN0194_MARK LOGO: USGS
 KN0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0194
 KN0194  HISTORY     - Date     Condition        Report By
 KN0194  HISTORY     - UNK      MONUMENTED       USGS
 KN0194  HISTORY     - 1935     GOOD             CGS
 KN0194
 KN0194                          STATION DESCRIPTION
 KN0194
 KN0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0194'IN CLEAR CREEK.
 KN0194'AT CLEAR CREEK, CARBON COUNTY, AT THE EAST ENTRANCE TO A PUBLIC
 KN0194'SCHOOL, AND IN THE TOP OF THE NORTHEAST CORNER OF THE THIRD CONCRETE
 KN0194'STEP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 8303.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0558 ***********************************************************************
 MS0558  DESIGNATION -  84 FMK
 MS0558  PID         -  MS0558
 MS0558  STATE/COUNTY-  UT/BOX ELDER
 MS0558  COUNTRY     -  US
 MS0558  USGS QUAD   -  HOGUP BAR (2017)
 MS0558
 MS0558                         *CURRENT SURVEY CONTROL
 MS0558  ______________________________________________________________________
 MS0558* NAD 83(1986) POSITION- 41 36 15.     (N) 113 07 37.     (W)   SCALED
 MS0558* NAVD 88 ORTHO HEIGHT -  1292.810 (meters)     4241.49  (feet) ADJUSTED
 MS0558  ______________________________________________________________________
 MS0558  GEOID HEIGHT    -        -15.976 (meters)                     GEOID18
 MS0558  DYNAMIC HEIGHT  -       1291.945 (meters)     4238.66  (feet) COMP
 MS0558  MODELED GRAVITY -    979,909.0   (mgal)                       NAVD 88
 MS0558
 MS0558  VERT ORDER      -  SECOND    CLASS 0
 MS0558
 MS0558.The horizontal coordinates were scaled from a map and have
 MS0558.an estimated accuracy of +/- 6 seconds.
 MS0558
 MS0558.The orthometric height was determined by differential leveling and
 MS0558.adjusted by the NATIONAL GEODETIC SURVEY
 MS0558.in June 1991.
 MS0558
 MS0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0558.GEOID18 height accuracy estimate available here.
 MS0558
 MS0558.Click photographs - Photos may exist for this station.
 MS0558
 MS0558.The dynamic height is computed by dividing the NAVD 88
 MS0558.geopotential number by the normal gravity value computed on the
 MS0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0558.degrees latitude (g = 980.6199 gals.).
 MS0558
 MS0558.The modeled gravity was interpolated from observed gravity values.
 MS0558
 MS0558;                    North         East    Units  Estimated Accuracy
 MS0558;SPC UT N     - 1,142,400.      364,390.      MT  (+/- 180 meters Scaled)
 MS0558
 MS0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM227080(NAD 83)
 MS0558
 MS0558                          SUPERSEDED SURVEY CONTROL
 MS0558
 MS0558  NGVD 29 (??/??/92) 1291.80   (m)         4238.2    (f) COMPUTED    2 0
 MS0558
 MS0558.Superseded values are not recommended for survey control.
 MS0558
 MS0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0558.See file dsdata.pdf to determine how the superseded data were derived.
 MS0558
 MS0558_MARKER: DB = BENCH MARK DISK
 MS0558_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0558+WITH SETTING: INFORMATION.
 MS0558_STAMPING: 84 FMK 1966
 MS0558_MARK LOGO: USGS
 MS0558_PROJECTION: FLUSH
 MS0558_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0558_ROD/PIPE-DEPTH: 2.74 meters
 MS0558
 MS0558  HISTORY     - Date     Condition        Report By
 MS0558  HISTORY     - 1966     MONUMENTED       USGS
 MS0558
 MS0558                          STATION DESCRIPTION
 MS0558
 MS0558'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0558'17.7 KM (11.00 MI) SW FROM KELTON.
 MS0558'2.5 MILES WEST OF KELTON, ALONG BLM ROAD TO LUCIN-HOGUP JCT., THENCE
 MS0558'8.5 MILES SOUTH, 50 FEET WEST AND 30 FEET SOUTH OF THE INTERSECTION
 MS0558'OFTHE NORTH-SOUTH ROAD AND A Y-ROAD SOUTHEAST.
 MS0558'THE MARK IS 1 FT  S FROM  A WITNESS POST
 MS0558'THE MARK IS 1 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0633 ***********************************************************************
 HN0633  DESIGNATION -  84 WF
 HN0633  PID         -  HN0633
 HN0633  STATE/COUNTY-  UT/GARFIELD
 HN0633  COUNTRY     -  US
 HN0633  USGS QUAD   -  ESCALANTE (2017)
 HN0633
 HN0633                         *CURRENT SURVEY CONTROL
 HN0633  ______________________________________________________________________
 HN0633* NAD 83(1994) POSITION- 37 45 25.73766(N) 111 34 56.86133(W)   ADJUSTED
 HN0633* NAVD 88 ORTHO HEIGHT -  1758.632 (meters)     5769.78  (feet) ADJUSTED
 HN0633  ______________________________________________________________________
 HN0633  GEOID HEIGHT    -        -20.115 (meters)                     GEOID18
 HN0633  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 HN0633  DYNAMIC HEIGHT  -       1756.606 (meters)     5763.13  (feet) COMP
 HN0633  MODELED GRAVITY -    979,415.3   (mgal)                       NAVD 88
 HN0633
 HN0633  HORZ ORDER      -  THIRD
 HN0633  VERT ORDER      -  SECOND    CLASS 0
 HN0633
 HN0633.The horizontal coordinates were established by classical geodetic methods
 HN0633.and adjusted by the National Geodetic Survey in November 1997.
 HN0633
 HN0633.The orthometric height was determined by differential leveling and
 HN0633.adjusted by the NATIONAL GEODETIC SURVEY
 HN0633.in June 1991.
 HN0633
 HN0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0633.GEOID18 height accuracy estimate available here.
 HN0633
 HN0633.Click photographs - Photos may exist for this station.
 HN0633
 HN0633.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0633
 HN0633.The dynamic height is computed by dividing the NAVD 88
 HN0633.geopotential number by the normal gravity value computed on the
 HN0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0633.degrees latitude (g = 980.6199 gals.).
 HN0633
 HN0633.The modeled gravity was interpolated from observed gravity values.
 HN0633
 HN0633. The following values were computed from the NAD 83(1994) position.
 HN0633
 HN0633;                    North         East     Units Scale Factor Converg.
 HN0633;SPC UT S     - 3,121,028.651   492,733.740   MT  0.99995141   -0 03 01.9
 HN0633;SPC UT S     -10,239,574.83  1,616,577.28   sFT  0.99995141   -0 03 01.9
 HN0633;UTM  12      - 4,179,030.482   448,693.036   MT  0.99963242   -0 21 24.0
 HN0633
 HN0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0633!SPC UT S     -   0.99972727  x   0.99995141  =   0.99967869
 HN0633!UTM  12      -   0.99972727  x   0.99963242  =   0.99935979
 HN0633
 HN0633:                Primary Azimuth Mark                     Grid Az
 HN0633:SPC UT S     -  ESCALANTE RIM                            216 21 42.1
 HN0633:UTM  12      -  ESCALANTE RIM                            216 40 04.2
 HN0633
 HN0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG4869379030(NAD 83)
 HN0633
 HN0633|---------------------------------------------------------------------|
 HN0633| PID    Reference Object                     Distance      Geod. Az  |
 HN0633|                                                           dddmmss.s |
 HN0633| HN0811 ESCALANTE RIM                       APPROX. 4.6 KM 2161840.2 |
 HN0633|---------------------------------------------------------------------|
 HN0633
 HN0633                          SUPERSEDED SURVEY CONTROL
 HN0633
 HN0633  NAD 83(1986)-  37 45 25.73322(N)    111 34 56.86473(W) AD(       ) 3
 HN0633  NAD 27      -  37 45 25.78177(N)    111 34 54.23595(W) AD(       ) 3
 HN0633  NGVD 29 (??/??/92) 1757.442  (m)         5765.87   (f) ADJ UNCH    2 0
 HN0633
 HN0633.Superseded values are not recommended for survey control.
 HN0633
 HN0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0633.See file dsdata.pdf to determine how the superseded data were derived.
 HN0633
 HN0633_MARKER: DD = SURVEY DISK
 HN0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0633_STAMPING: 84 WF 1952 5767
 HN0633_MARK LOGO: USGS
 HN0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0633+STABILITY: SURFACE MOTION
 HN0633
 HN0633  HISTORY     - Date     Condition        Report By
 HN0633  HISTORY     - 1952     MONUMENTED       USGS
 HN0633  HISTORY     - 1959     GOOD             USGS
 HN0633  HISTORY     - 1963     GOOD             CGS
 HN0633
 HN0633                          STATION DESCRIPTION
 HN0633
 HN0633'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0633'DESCRIBED AS FOLLOWS
 HN0633'
 HN0633'ESCALANTE, 1.9 MI. SE. OF, ALONG RD. LEADING TO HOLE IN THE ROCK, AT
 HN0633'RIGHT ANGLE TURN IN RD., 60 FT. SW. OF CENTER OF RD., 18 FT. E. OF
 HN0633'FENCE CORNER, 1 FT. N. OF FENCE, IN CONCRETE POST.
 HN0633'
 HN0633'STATION MARK FOUND AS DESCRIBED IN GOOD
 HN0633'CONDITION.
 HN0633'
 HN0633'STATION MARK--STANDARD TABLET, STAMPED ---84 WF 1952 5767---.
 HN0633'
 HN0633'REFERENCE MARKS--NONE.
 HN0633
 HN0633                          STATION RECOVERY (1963)
 HN0633
 HN0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HN0633'1.3 MI SE FROM ESCALANTE.
 HN0633'0.85 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0633'AT ESCALANTE, THENCE 0.45 MILE SOUTH ALONG A DIRT ROAD (FORMER
 HN0633'ALIGNMENT OF HIGHWAY), ON THE OUTSIDE OF A CURVE, 77 FEET SOUTHWEST OF
 HN0633'THE CENTER LINE OF THE ROAD, 34 FEET EAST OF THE CENTER LINE OF A FARM
 HN0633'ROAD SOUTH, 21 FEET EAST OF A FENCE CORNER, 1.0 FOOT NORTH OF A FENCE,
 HN0633'1.0 FOOT SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 HN0633'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0198 ***********************************************************************
 KN0198  DESIGNATION -  8442.83
 KN0198  PID         -  KN0198
 KN0198  STATE/COUNTY-  UT/EMERY
 KN0198  COUNTRY     -  US
 KN0198  USGS QUAD   -  CANDLAND MOUNTAIN (2017)
 KN0198
 KN0198                         *CURRENT SURVEY CONTROL
 KN0198  ______________________________________________________________________
 KN0198* NAD 83(1986) POSITION- 39 36 52.     (N) 111 13 19.     (W)   SCALED
 KN0198* NAVD 88 ORTHO HEIGHT -  2575.581 (meters)     8450.05  (feet) ADJUSTED
 KN0198  ______________________________________________________________________
 KN0198  GEOID HEIGHT    -        -15.963 (meters)                     GEOID18
 KN0198  DYNAMIC HEIGHT  -       2572.530 (meters)     8440.04  (feet) COMP
 KN0198  MODELED GRAVITY -    979,349.1   (mgal)                       NAVD 88
 KN0198
 KN0198  VERT ORDER      -  SECOND    CLASS 0
 KN0198
 KN0198.The horizontal coordinates were scaled from a map and have
 KN0198.an estimated accuracy of +/- 6 seconds.
 KN0198
 KN0198.The orthometric height was determined by differential leveling and
 KN0198.adjusted by the NATIONAL GEODETIC SURVEY
 KN0198.in June 1991.
 KN0198
 KN0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0198.GEOID18 height accuracy estimate available here.
 KN0198
 KN0198.Click photographs - Photos may exist for this station.
 KN0198
 KN0198.The dynamic height is computed by dividing the NAVD 88
 KN0198.geopotential number by the normal gravity value computed on the
 KN0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0198.degrees latitude (g = 980.6199 gals.).
 KN0198
 KN0198.The modeled gravity was interpolated from observed gravity values.
 KN0198
 KN0198;                    North         East    Units  Estimated Accuracy
 KN0198;SPC UT C     - 2,142,260.      523,880.      MT  (+/- 180 meters Scaled)
 KN0198
 KN0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ809849(NAD 83)
 KN0198
 KN0198                          SUPERSEDED SURVEY CONTROL
 KN0198
 KN0198  NGVD 29 (??/??/92) 2574.078  (m)         8445.12   (f) ADJ UNCH    2 0
 KN0198
 KN0198.Superseded values are not recommended for survey control.
 KN0198
 KN0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0198.See file dsdata.pdf to determine how the superseded data were derived.
 KN0198
 KN0198_MARKER: DD = SURVEY DISK
 KN0198_SETTING: 66 = SET IN ROCK OUTCROP
 KN0198_STAMPING: 8442.83
 KN0198_MARK LOGO: USGS
 KN0198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0198+STABILITY: POSITION/ELEVATION WELL
 KN0198
 KN0198  HISTORY     - Date     Condition        Report By
 KN0198  HISTORY     - UNK      MONUMENTED       USGS
 KN0198  HISTORY     - 1935     GOOD             CGS
 KN0198
 KN0198                          STATION DESCRIPTION
 KN0198
 KN0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0198'6.0 MI W FROM CLEAR CREEK.
 KN0198'IN EMERY COUNTY, ABOUT 6.0 MILES WEST ALONG A TRAIL LEADING UP TO FINN
 KN0198'CANYON AND DOWN TO COAL CANYON FROM A SCHOOL AT CLEAR CREEK, CARBON
 KN0198'COUNTY, ABOUT 0.3 MILE SOUTHEAST OF THE HUNTINGTON COAL MINE, ABOUT
 KN0198'128 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 31, 15 FEET NORTH
 KN0198'OF A LOG CABIN, AND IN THE TOP OF A SANDSTONE OUTCROP.  A UNITED
 KN0198'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 8442.83.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0197 ***********************************************************************
 KN0197  DESIGNATION -  8472
 KN0197  PID         -  KN0197
 KN0197  STATE/COUNTY-  UT/EMERY
 KN0197  COUNTRY     -  US
 KN0197  USGS QUAD   -  CANDLAND MOUNTAIN (2017)
 KN0197
 KN0197                         *CURRENT SURVEY CONTROL
 KN0197  ______________________________________________________________________
 KN0197* NAD 83(1986) POSITION- 39 36 52.     (N) 111 13 19.     (W)   SCALED
 KN0197* NAVD 88 ORTHO HEIGHT -  2584.216 (meters)     8478.38  (feet) ADJUSTED
 KN0197  ______________________________________________________________________
 KN0197  GEOID HEIGHT    -        -15.963 (meters)                     GEOID18
 KN0197  DYNAMIC HEIGHT  -       2581.156 (meters)     8468.34  (feet) COMP
 KN0197  MODELED GRAVITY -    979,349.1   (mgal)                       NAVD 88
 KN0197
 KN0197  VERT ORDER      -  SECOND    CLASS 0
 KN0197
 KN0197.The horizontal coordinates were scaled from a map and have
 KN0197.an estimated accuracy of +/- 6 seconds.
 KN0197
 KN0197.The orthometric height was determined by differential leveling and
 KN0197.adjusted by the NATIONAL GEODETIC SURVEY
 KN0197.in June 1991.
 KN0197
 KN0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0197.GEOID18 height accuracy estimate available here.
 KN0197
 KN0197.Click photographs - Photos may exist for this station.
 KN0197
 KN0197.The dynamic height is computed by dividing the NAVD 88
 KN0197.geopotential number by the normal gravity value computed on the
 KN0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0197.degrees latitude (g = 980.6199 gals.).
 KN0197
 KN0197.The modeled gravity was interpolated from observed gravity values.
 KN0197
 KN0197;                    North         East    Units  Estimated Accuracy
 KN0197;SPC UT C     - 2,142,260.      523,880.      MT  (+/- 180 meters Scaled)
 KN0197
 KN0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ809849(NAD 83)
 KN0197
 KN0197                          SUPERSEDED SURVEY CONTROL
 KN0197
 KN0197  NGVD 29 (??/??/92) 2582.715  (m)         8473.46   (f) ADJ UNCH    2 0
 KN0197
 KN0197.Superseded values are not recommended for survey control.
 KN0197
 KN0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0197.See file dsdata.pdf to determine how the superseded data were derived.
 KN0197
 KN0197_MARKER: DD = SURVEY DISK
 KN0197_SETTING: 66 = SET IN ROCK OUTCROP
 KN0197_STAMPING: 8472
 KN0197_MARK LOGO: USGS
 KN0197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0197+STABILITY: POSITION/ELEVATION WELL
 KN0197
 KN0197  HISTORY     - Date     Condition        Report By
 KN0197  HISTORY     - UNK      MONUMENTED       USGS
 KN0197  HISTORY     - 1935     GOOD             CGS
 KN0197
 KN0197                          STATION DESCRIPTION
 KN0197
 KN0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0197'5.9 MI W FROM CLEAR CREEK.
 KN0197'IN EMERY COUNTY, ABOUT 5.9 MILES WEST ALONG A TRAIL LEADING UP TO FINN
 KN0197'CANYON AND DOWN TO COAL CANYON FROM A SCHOOL AT CLEAR CREEK, CARBON
 KN0197'COUNTY, ABOUT 400 YARDS SOUTH OF THE HUNTINGTON COAL MINE, AT A CURVE
 KN0197'OF THE ROAD LEADING TO THE MINE, ABOUT 150 YARDS NORTH OF THE CENTER
 KN0197'LINE OF STATE HIGHWAY 31, AND IN THE TOP OF A SANDSTONE OUTCROP. A
 KN0197'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 8472.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0559 ***********************************************************************
 MS0559  DESIGNATION -  85 FMK
 MS0559  PID         -  MS0559
 MS0559  STATE/COUNTY-  UT/BOX ELDER
 MS0559  COUNTRY     -  US
 MS0559  USGS QUAD   -  CROCODILE MOUNTAIN SE (2017)
 MS0559
 MS0559                         *CURRENT SURVEY CONTROL
 MS0559  ______________________________________________________________________
 MS0559* NAD 83(1986) POSITION- 41 35 20.     (N) 113 07 18.     (W)   SCALED
 MS0559* NAVD 88 ORTHO HEIGHT -  1298.647 (meters)     4260.64  (feet) ADJUSTED
 MS0559  ______________________________________________________________________
 MS0559  GEOID HEIGHT    -        -16.018 (meters)                     GEOID18
 MS0559  DYNAMIC HEIGHT  -       1297.777 (meters)     4257.79  (feet) COMP
 MS0559  MODELED GRAVITY -    979,907.7   (mgal)                       NAVD 88
 MS0559
 MS0559  VERT ORDER      -  SECOND    CLASS 0
 MS0559
 MS0559.The horizontal coordinates were scaled from a map and have
 MS0559.an estimated accuracy of +/- 6 seconds.
 MS0559
 MS0559.The orthometric height was determined by differential leveling and
 MS0559.adjusted by the NATIONAL GEODETIC SURVEY
 MS0559.in June 1991.
 MS0559
 MS0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0559.GEOID18 height accuracy estimate available here.
 MS0559
 MS0559.Click photographs - Photos may exist for this station.
 MS0559
 MS0559.The dynamic height is computed by dividing the NAVD 88
 MS0559.geopotential number by the normal gravity value computed on the
 MS0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0559.degrees latitude (g = 980.6199 gals.).
 MS0559
 MS0559.The modeled gravity was interpolated from observed gravity values.
 MS0559
 MS0559;                    North         East    Units  Estimated Accuracy
 MS0559;SPC UT N     - 1,140,690.      364,790.      MT  (+/- 180 meters Scaled)
 MS0559
 MS0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM231063(NAD 83)
 MS0559
 MS0559                          SUPERSEDED SURVEY CONTROL
 MS0559
 MS0559  NGVD 29 (??/??/92) 1297.64   (m)         4257.3    (f) COMPUTED    2 0
 MS0559
 MS0559.Superseded values are not recommended for survey control.
 MS0559
 MS0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0559.See file dsdata.pdf to determine how the superseded data were derived.
 MS0559
 MS0559_MARKER: DB = BENCH MARK DISK
 MS0559_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0559_STAMPING: 85 FMK 1966
 MS0559_MARK LOGO: USGS
 MS0559_PROJECTION: FLUSH
 MS0559_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0559_ROD/PIPE-DEPTH: 7.01 meters
 MS0559
 MS0559  HISTORY     - Date     Condition        Report By
 MS0559  HISTORY     - 1966     MONUMENTED       USGS
 MS0559
 MS0559                          STATION DESCRIPTION
 MS0559
 MS0559'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0559'19.5 KM (12.10 MI) SW FROM KELTON.
 MS0559'2.5 MILES WEST OF KELTON, ALONG BLM ROAD TO LUCIN-HOGUP JCT., THENCE
 MS0559'9.6 MILES SOUTH, ON A SMALL RIDGE, 37 FEET WEST OF THE ROAD.
 MS0559'THE MARK IS 1.5 FT  S FROM  A WITNESS POST
 MS0559'THE MARK IS 3 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0045 ***********************************************************************
 KO0045  DESIGNATION -  85 WF
 KO0045  PID         -  KO0045
 KO0045  STATE/COUNTY-  UT/JUAB
 KO0045  COUNTRY     -  US
 KO0045  USGS QUAD   -  MCINTYRE (2017)
 KO0045
 KO0045                         *CURRENT SURVEY CONTROL
 KO0045  ______________________________________________________________________
 KO0045* NAD 83(1986) POSITION- 39 50 05.     (N) 112 10 07.     (W)   SCALED
 KO0045* NAVD 88 ORTHO HEIGHT -  1703.079 (meters)     5587.52  (feet) ADJUSTED
 KO0045  ______________________________________________________________________
 KO0045  GEOID HEIGHT    -        -17.976 (meters)                     GEOID18
 KO0045  DYNAMIC HEIGHT  -       1701.443 (meters)     5582.15  (feet) COMP
 KO0045  MODELED GRAVITY -    979,605.7   (mgal)                       NAVD 88
 KO0045  OBS GRAVITY     -    979,602.8   (mgal)                       GRAV_OBS
 KO0045
 KO0045  VERT ORDER      -  FIRST     CLASS I
 KO0045
 KO0045.The horizontal coordinates were scaled from a map and have
 KO0045.an estimated accuracy of +/- 6 seconds.
 KO0045
 KO0045.The orthometric height was determined by differential leveling and
 KO0045.adjusted by the NATIONAL GEODETIC SURVEY
 KO0045.in June 1991.
 KO0045
 KO0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0045.GEOID18 height accuracy estimate available here.
 KO0045
 KO0045.Click photographs - Photos may exist for this station.
 KO0045
 KO0045.The dynamic height is computed by dividing the NAVD 88
 KO0045.geopotential number by the normal gravity value computed on the
 KO0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0045.degrees latitude (g = 980.6199 gals.).
 KO0045
 KO0045.The modeled gravity was interpolated from observed gravity values.
 KO0045
 KO0045.The observed gravity was obtained from relative gravimeter ties
 KO0045.to the IGSN71 gravity network.
 KO0045
 KO0045;                    North         East    Units  Estimated Accuracy
 KO0045;SPC UT C     - 2,166,900.      442,770.      MT  (+/- 180 meters Scaled)
 KO0045
 KO0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK000100(NAD 83)
 KO0045
 KO0045                          SUPERSEDED SURVEY CONTROL
 KO0045
 KO0045.No superseded survey control is available for this station.
 KO0045
 KO0045_MARKER: DD = SURVEY DISK
 KO0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KO0045_SP_SET: FOUNDATION
 KO0045_STAMPING: 85 WF 1950 5583
 KO0045_MARK LOGO: USGS
 KO0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KO0045
 KO0045  HISTORY     - Date     Condition        Report By
 KO0045  HISTORY     - 1950     MONUMENTED       USGS
 KO0045  HISTORY     - 1970     GOOD             NGS
 KO0045
 KO0045                          STATION DESCRIPTION
 KO0045
 KO0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0045'6.55 MI S FROM TINTIC JUNCTION.
 KO0045'6.55 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 KO0045'TINTIC JUNCTION, AT MCINTYRE SIDING AND THE CROSSING OF MCINTYRE ROAD,
 KO0045'IN THE TOP AND 1.0 FOOT NORTHEAST OF THE WEST CORNER OF THE CONCRETE
 KO0045'FOUNDATION OF A FORMER BUILDING, 64.4 FEET SOUTHEAST OF THE SOUTHEAST
 KO0045'RAIL OF THE MAIN TRACK, 79 FEET NORTHEAST OF THE CENTER LINE OF THE
 KO0045'ROAD, 71 FEET EAST OF MCINTYRE SIDING SIGN POST, ABOUT 1/2 FOOT ABOVE
 KO0045'THE GROUND AND 2 1/2 FEET HIGHER THAN THE TRACK. SECTION 27, T11S,
 KO0045'R3W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0560 ***********************************************************************
 MS0560  DESIGNATION -  86 FMK
 MS0560  PID         -  MS0560
 MS0560  STATE/COUNTY-  UT/BOX ELDER
 MS0560  COUNTRY     -  US
 MS0560  USGS QUAD   -  CROCODILE MOUNTAIN SE (2017)
 MS0560
 MS0560                         *CURRENT SURVEY CONTROL
 MS0560  ______________________________________________________________________
 MS0560* NAD 83(1986) POSITION- 41 34 22.     (N) 113 07 01.     (W)   SCALED
 MS0560* NAVD 88 ORTHO HEIGHT -  1293.693 (meters)     4244.39  (feet) ADJUSTED
 MS0560  ______________________________________________________________________
 MS0560  GEOID HEIGHT    -        -16.062 (meters)                     GEOID18
 MS0560  DYNAMIC HEIGHT  -       1292.824 (meters)     4241.54  (feet) COMP
 MS0560  MODELED GRAVITY -    979,906.1   (mgal)                       NAVD 88
 MS0560
 MS0560  VERT ORDER      -  SECOND    CLASS 0
 MS0560
 MS0560.The horizontal coordinates were scaled from a map and have
 MS0560.an estimated accuracy of +/- 6 seconds.
 MS0560
 MS0560.The orthometric height was determined by differential leveling and
 MS0560.adjusted by the NATIONAL GEODETIC SURVEY
 MS0560.in June 1991.
 MS0560
 MS0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0560.GEOID18 height accuracy estimate available here.
 MS0560
 MS0560.Click photographs - Photos may exist for this station.
 MS0560
 MS0560.The dynamic height is computed by dividing the NAVD 88
 MS0560.geopotential number by the normal gravity value computed on the
 MS0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0560.degrees latitude (g = 980.6199 gals.).
 MS0560
 MS0560.The modeled gravity was interpolated from observed gravity values.
 MS0560
 MS0560;                    North         East    Units  Estimated Accuracy
 MS0560;SPC UT N     - 1,138,900.      365,150.      MT  (+/- 180 meters Scaled)
 MS0560
 MS0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM235045(NAD 83)
 MS0560
 MS0560                          SUPERSEDED SURVEY CONTROL
 MS0560
 MS0560  NGVD 29 (??/??/92) 1292.68   (m)         4241.1    (f) COMPUTED    2 0
 MS0560
 MS0560.Superseded values are not recommended for survey control.
 MS0560
 MS0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0560.See file dsdata.pdf to determine how the superseded data were derived.
 MS0560
 MS0560_MARKER: DB = BENCH MARK DISK
 MS0560_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0560+WITH SETTING: INFORMATION.
 MS0560_STAMPING: 86 FMK 1966
 MS0560_MARK LOGO: USGS
 MS0560_PROJECTION: FLUSH
 MS0560_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0560_ROD/PIPE-DEPTH: 2.13 meters
 MS0560
 MS0560  HISTORY     - Date     Condition        Report By
 MS0560  HISTORY     - 1966     MONUMENTED       USGS
 MS0560
 MS0560                          STATION DESCRIPTION
 MS0560
 MS0560'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0560'21.3 KM (13.25 MI) SW FROM KELTON.
 MS0560'2.5 MILES WEST OF KELTON, ALONG BLM ROAD TO LUCIN-HOGUP JCT., THENCE
 MS0560'10.75 MILES SOUTH, 62 FEET WEST AND 25 FEET SOUTH OF THE INTERSECTION
 MS0560'OF A VERY DIM TRACK ROAD NORTHEAST AND THE NORTH-SOUTH ROAD.
 MS0560'THE MARK IS 1 FT  N FROM  A WITNESS POST
 MS0560'THE MARK IS 4 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0637 ***********************************************************************
 HN0637  DESIGNATION -  86 WF
 HN0637  PID         -  HN0637
 HN0637  STATE/COUNTY-  UT/GARFIELD
 HN0637  COUNTRY     -  US
 HN0637  USGS QUAD   -  DAVE CANYON (2017)
 HN0637
 HN0637                         *CURRENT SURVEY CONTROL
 HN0637  ______________________________________________________________________
 HN0637* NAD 83(1986) POSITION- 37 43 28.22   (N) 111 31 35.29   (W)   HD_HELD1
 HN0637* NAVD 88 ORTHO HEIGHT -  1750.720 (meters)     5743.82  (feet) ADJUSTED
 HN0637  ______________________________________________________________________
 HN0637  GEOID HEIGHT    -        -20.366 (meters)                     GEOID18
 HN0637  DYNAMIC HEIGHT  -       1748.704 (meters)     5737.21  (feet) COMP
 HN0637  MODELED GRAVITY -    979,416.5   (mgal)                       NAVD 88
 HN0637
 HN0637  VERT ORDER      -  SECOND    CLASS 0
 HN0637
 HN0637.The horizontal coordinates were determined by differentially corrected
 HN0637.hand held GPS observations or other comparable positioning techniques
 HN0637.and have an estimated accuracy of +/- 3 meters.
 HN0637
 HN0637.The orthometric height was determined by differential leveling and
 HN0637.adjusted by the NATIONAL GEODETIC SURVEY
 HN0637.in June 1991.
 HN0637
 HN0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0637.GEOID18 height accuracy estimate available here.
 HN0637
 HN0637.Click photographs - Photos may exist for this station.
 HN0637
 HN0637.The dynamic height is computed by dividing the NAVD 88
 HN0637.geopotential number by the normal gravity value computed on the
 HN0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0637.degrees latitude (g = 980.6199 gals.).
 HN0637
 HN0637.The modeled gravity was interpolated from observed gravity values.
 HN0637
 HN0637;                    North         East    Units  Estimated Accuracy
 HN0637;SPC UT S     - 3,117,402.8     497,666.6     MT  (+/- 3 meters HH1 GPS) 
 HN0637
 HN0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG5360475379(NAD 83)
 HN0637
 HN0637                          SUPERSEDED SURVEY CONTROL
 HN0637
 HN0637  NGVD 29 (??/??/92) 1749.541  (m)         5739.95   (f) ADJ UNCH    2 0
 HN0637
 HN0637.Superseded values are not recommended for survey control.
 HN0637
 HN0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0637.See file dsdata.pdf to determine how the superseded data were derived.
 HN0637
 HN0637_MARKER: DD = SURVEY DISK
 HN0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0637_STAMPING: 86 WF 1952 5741
 HN0637_MARK LOGO: USGS
 HN0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0637+STABILITY: SURFACE MOTION
 HN0637
 HN0637  HISTORY     - Date     Condition        Report By
 HN0637  HISTORY     - 1952     MONUMENTED       USGS
 HN0637  HISTORY     - 1963     GOOD             CGS
 HN0637
 HN0637                          STATION DESCRIPTION
 HN0637
 HN0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0637'5.0 MI SE FROM ESCALANTE.
 HN0637'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0637'AT ESCALANTE, AT THE Y JUNCTION OF A DIRT ROAD SOUTHEAST TO
 HN0637'HOLE-IN-THE-ROCK, 46 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 41
 HN0637'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 0.8 FOOT SOUTH OF A
 HN0637'WITNESS POST, ABOUT 6 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 HN0637'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0561 ***********************************************************************
 MS0561  DESIGNATION -  87 FMK
 MS0561  PID         -  MS0561
 MS0561  STATE/COUNTY-  UT/BOX ELDER
 MS0561  COUNTRY     -  US
 MS0561  USGS QUAD   -  CROCODILE MOUNTAIN SE (2017)
 MS0561
 MS0561                         *CURRENT SURVEY CONTROL
 MS0561  ______________________________________________________________________
 MS0561* NAD 83(1986) POSITION- 41 33 31.     (N) 113 07 11.     (W)   SCALED
 MS0561* NAVD 88 ORTHO HEIGHT -  1294.775 (meters)     4247.94  (feet) ADJUSTED
 MS0561  ______________________________________________________________________
 MS0561  GEOID HEIGHT    -        -16.087 (meters)                     GEOID18
 MS0561  DYNAMIC HEIGHT  -       1293.903 (meters)     4245.08  (feet) COMP
 MS0561  MODELED GRAVITY -    979,904.0   (mgal)                       NAVD 88
 MS0561
 MS0561  VERT ORDER      -  SECOND    CLASS 0
 MS0561
 MS0561.The horizontal coordinates were scaled from a map and have
 MS0561.an estimated accuracy of +/- 6 seconds.
 MS0561
 MS0561.The orthometric height was determined by differential leveling and
 MS0561.adjusted by the NATIONAL GEODETIC SURVEY
 MS0561.in June 1991.
 MS0561
 MS0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0561.GEOID18 height accuracy estimate available here.
 MS0561
 MS0561.Click photographs - Photos may exist for this station.
 MS0561
 MS0561.The dynamic height is computed by dividing the NAVD 88
 MS0561.geopotential number by the normal gravity value computed on the
 MS0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0561.degrees latitude (g = 980.6199 gals.).
 MS0561
 MS0561.The modeled gravity was interpolated from observed gravity values.
 MS0561
 MS0561;                    North         East    Units  Estimated Accuracy
 MS0561;SPC UT N     - 1,137,330.      364,890.      MT  (+/- 180 meters Scaled)
 MS0561
 MS0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM232029(NAD 83)
 MS0561
 MS0561                          SUPERSEDED SURVEY CONTROL
 MS0561
 MS0561  NGVD 29 (??/??/92) 1293.75   (m)         4244.6    (f) COMPUTED    2 0
 MS0561
 MS0561.Superseded values are not recommended for survey control.
 MS0561
 MS0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0561.See file dsdata.pdf to determine how the superseded data were derived.
 MS0561
 MS0561_MARKER: DB = BENCH MARK DISK
 MS0561_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0561_STAMPING: 87 FMK 1966
 MS0561_MARK LOGO: USGS
 MS0561_PROJECTION: FLUSH
 MS0561_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0561_ROD/PIPE-DEPTH: 6.40 meters
 MS0561
 MS0561  HISTORY     - Date     Condition        Report By
 MS0561  HISTORY     - 1966     MONUMENTED       USGS
 MS0561
 MS0561                          STATION DESCRIPTION
 MS0561
 MS0561'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0561'22.8 KM (14.15 MI) SW FROM KELTON.
 MS0561'2.5 MILES WEST OF KELTON, ALONG BLM ROAD TO LUCIN-HOGUP JCT., THENCE
 MS0561'11.7 MILES SOUTH, 137 FEET SOUTH AND 45 FEET WEST OF THE INTERSECTION
 MS0561'OF A Y-ROAD SOUTHWEST AND THE NORTH-SOUTH ROAD.
 MS0561'THE MARK IS 1 FT  E FROM  A WITNESS POST
 MS0561'THE MARK IS 1 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0478 ***********************************************************************
 KO0478  DESIGNATION -  87 HJH
 KO0478  PID         -  KO0478
 KO0478  STATE/COUNTY-  UT/MILLARD
 KO0478  COUNTRY     -  US
 KO0478  USGS QUAD   -  MIDDLE RANGE SOUTH (2017)
 KO0478
 KO0478                         *CURRENT SURVEY CONTROL
 KO0478  ______________________________________________________________________
 KO0478* NAD 83(1994) POSITION- 39 32 01.77573(N) 113 36 34.73722(W)   ADJUSTED
 KO0478* NAVD 88 ORTHO HEIGHT -  1480.18  (+/-2cm)     4856.2   (feet) VERTCON3
 KO0478  ______________________________________________________________________
 KO0478  GEOID HEIGHT    -        -19.632 (meters)                     GEOID18
 KO0478  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 KO0478  HORZ ORDER      -  THIRD
 KO0478  VERT ORDER      -  THIRD ? (See Below)
 KO0478
 KO0478.The horizontal coordinates were established by classical geodetic methods
 KO0478.and adjusted by the National Geodetic Survey in November 1997.
 KO0478
 KO0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0478
 KO0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0478.GEOID18 height accuracy estimate available here.
 KO0478
 KO0478.The vertical order pertains to the NGVD 29 superseded value.
 KO0478
 KO0478.Click photographs - Photos may exist for this station.
 KO0478
 KO0478.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0478
 KO0478. The following values were computed from the NAD 83(1994) position.
 KO0478
 KO0478;                    North         East     Units Scale Factor Converg.
 KO0478;SPC UT C     - 2,135,415.734   318,662.521   MT  0.99991256   -1 21 05.0
 KO0478;SPC UT C     - 7,005,943.12  1,045,478.62   sFT  0.99991256   -1 21 05.0
 KO0478;UTM  12      - 4,379,271.055   275,718.863   MT  1.00021936   -1 39 42.6
 KO0478
 KO0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0478!SPC UT C     -   0.99977091  x   0.99991256  =   0.99968349
 KO0478!UTM  12      -   0.99977091  x   1.00021936  =   0.99999022
 KO0478
 KO0478:                Primary Azimuth Mark                     Grid Az
 KO0478:SPC UT C     -  SAND                                     011 03 27.0
 KO0478:UTM  12      -  SAND                                     011 22 04.6
 KO0478
 KO0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ7571879271(NAD 83)
 KO0478
 KO0478|---------------------------------------------------------------------|
 KO0478| PID    Reference Object                     Distance      Geod. Az  |
 KO0478|                                                           dddmmss.s |
 KO0478| KO0477 SAND                                APPROX.10.2 KM 0094222.0 |
 KO0478|---------------------------------------------------------------------|
 KO0478
 KO0478                          SUPERSEDED SURVEY CONTROL
 KO0478
 KO0478  NAD 83(1986)-  39 32 01.77043(N)    113 36 34.73550(W) AD(       ) 3
 KO0478  NAD 27      -  39 32 01.96718(N)    113 36 31.79186(W) AD(       ) 3
 KO0478  NGVD 29            1479.10   (m)         4852.7    (f) LEVELING    3  
 KO0478
 KO0478.Superseded values are not recommended for survey control.
 KO0478
 KO0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0478.See file dsdata.pdf to determine how the superseded data were derived.
 KO0478
 KO0478_MARKER: DD = SURVEY DISK
 KO0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0478_STAMPING: 87 HJH 1958 4853
 KO0478_MARK LOGO: USGS
 KO0478_PROJECTION: PROJECTING
 KO0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0478+STABILITY: SURFACE MOTION
 KO0478
 KO0478  HISTORY     - Date     Condition        Report By
 KO0478  HISTORY     - 1958     MONUMENTED       USGS
 KO0478
 KO0478                          STATION DESCRIPTION
 KO0478
 KO0478'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (HJH)
 KO0478'COYOTE SPRINGS, 10.5 MI. NW. OF, AT OLD WELL AND TANK, 40 FT. E. OF
 KO0478'S. END OF STOCK WATERING TROUGH, 1 FT. S. OF CORRAL FENCE.
 KO0478'
 KO0478'STATION MARK--STANDARD TABLET, STAMPED ---87 HJH 1958 4853---, SET
 KO0478'IN CONCRETE POST PROJECTING ABOUT 6 IN. ABOVE GROUND.
 KO0478'
 KO0478'REFERENCE MARK--CHISELED SQUARE ON ROCK, 148 FT. S. OF TABLET, 20 FT.
 KO0478'E. OF RD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0639 ***********************************************************************
 HN0639  DESIGNATION -  87 WF
 HN0639  PID         -  HN0639
 HN0639  STATE/COUNTY-  UT/GARFIELD
 HN0639  COUNTRY     -  US
 HN0639  USGS QUAD   -  DAVE CANYON (2017)
 HN0639
 HN0639                         *CURRENT SURVEY CONTROL
 HN0639  ______________________________________________________________________
 HN0639* NAD 83(1986) POSITION- 37 42 01.     (N) 111 30 28.     (W)   SCALED
 HN0639* NAVD 88 ORTHO HEIGHT -  1695.604 (meters)     5562.99  (feet) ADJUSTED
 HN0639  ______________________________________________________________________
 HN0639  GEOID HEIGHT    -        -20.532 (meters)                     GEOID18
 HN0639  DYNAMIC HEIGHT  -       1693.672 (meters)     5556.66  (feet) COMP
 HN0639  MODELED GRAVITY -    979,430.7   (mgal)                       NAVD 88
 HN0639
 HN0639  VERT ORDER      -  SECOND    CLASS 0
 HN0639
 HN0639.The horizontal coordinates were scaled from a map and have
 HN0639.an estimated accuracy of +/- 6 seconds.
 HN0639
 HN0639.The orthometric height was determined by differential leveling and
 HN0639.adjusted by the NATIONAL GEODETIC SURVEY
 HN0639.in June 1991.
 HN0639
 HN0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0639.GEOID18 height accuracy estimate available here.
 HN0639
 HN0639.Click photographs - Photos may exist for this station.
 HN0639
 HN0639.The dynamic height is computed by dividing the NAVD 88
 HN0639.geopotential number by the normal gravity value computed on the
 HN0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0639.degrees latitude (g = 980.6199 gals.).
 HN0639
 HN0639.The modeled gravity was interpolated from observed gravity values.
 HN0639
 HN0639;                    North         East    Units  Estimated Accuracy
 HN0639;SPC UT S     - 3,114,710.      499,310.      MT  (+/- 180 meters Scaled)
 HN0639
 HN0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG552726(NAD 83)
 HN0639
 HN0639                          SUPERSEDED SURVEY CONTROL
 HN0639
 HN0639  NGVD 29 (??/??/92) 1694.456  (m)         5559.23   (f) ADJ UNCH    2 0
 HN0639
 HN0639.Superseded values are not recommended for survey control.
 HN0639
 HN0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0639.See file dsdata.pdf to determine how the superseded data were derived.
 HN0639
 HN0639_MARKER: DD = SURVEY DISK
 HN0639_SETTING: 66 = SET IN ROCK OUTCROP
 HN0639_STAMPING: 87 WF 1952 5560
 HN0639_MARK LOGO: USGS
 HN0639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0639+STABILITY: POSITION/ELEVATION WELL
 HN0639
 HN0639  HISTORY     - Date     Condition        Report By
 HN0639  HISTORY     - 1952     MONUMENTED       USGS
 HN0639  HISTORY     - 1963     GOOD             CGS
 HN0639
 HN0639                          STATION DESCRIPTION
 HN0639
 HN0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0639'7.0 MI SE FROM ESCALANTE.
 HN0639'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0639'AT ESCALANTE, THENCE 2.0 MILES SOUTHEAST ALONG A DIRT ROAD, IN THE TOP
 HN0639'OF A 4- BY 15-FOOT PROMINENT OUTCROP, 18 FEET SOUTHWEST OF THE CENTER
 HN0639'LINE OF THE ROAD, 4.0 FEET NORTHEAST OF A WITNESS POST, ABOUT 4 1/2
 HN0639'FEET HIGHER THAN THE ROAD, AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0827 ***********************************************************************
 LO0827  DESIGNATION -  8730
 LO0827  PID         -  LO0827
 LO0827  STATE/COUNTY-  UT/SALT LAKE
 LO0827  COUNTRY     -  US
 LO0827  USGS QUAD   -  BRIGHTON (2017)
 LO0827
 LO0827                         *CURRENT SURVEY CONTROL
 LO0827  ______________________________________________________________________
 LO0827* NAD 83(1994) POSITION- 40 36 12.73017(N) 111 35 03.37781(W)   ADJUSTED
 LO0827* NAVD 88 ORTHO HEIGHT -  2662.5   (meters)     8735.    (feet) VERTCON3
 LO0827  ______________________________________________________________________
 LO0827  GEOID HEIGHT    -        -15.453 (meters)                     GEOID18
 LO0827  LAPLACE CORR    -          6.16  (seconds)                    DEFLEC18
 LO0827  HORZ ORDER      -  SECOND
 LO0827
 LO0827.The horizontal coordinates were established by classical geodetic methods
 LO0827.and adjusted by the National Geodetic Survey in November 1997.
 LO0827
 LO0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0827
 LO0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0827.GEOID18 height accuracy estimate available here.
 LO0827
 LO0827.Click photographs - Photos may exist for this station.
 LO0827
 LO0827.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0827
 LO0827. The following values were computed from the NAD 83(1994) position.
 LO0827
 LO0827;                    North         East     Units Scale Factor Converg.
 LO0827;SPC UT C     - 2,252,047.373   492,867.559   MT  0.99998877   -0 03 14.3
 LO0827;SPC UT C     - 7,388,592.09  1,617,016.32   sFT  0.99998877   -0 03 14.3
 LO0827;UTM  12      - 4,494,911.367   450,568.473   MT  0.99963008   -0 22 49.0
 LO0827
 LO0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0827!SPC UT C     -   0.99958493  x   0.99998877  =   0.99957370
 LO0827!UTM  12      -   0.99958493  x   0.99963008  =   0.99921516
 LO0827
 LO0827:                Primary Azimuth Mark                     Grid Az
 LO0827:SPC UT C     -  BRIGHTON                                 217 31 25.6
 LO0827:UTM  12      -  BRIGHTON                                 217 51 00.3
 LO0827
 LO0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK5056894911(NAD 83)
 LO0827
 LO0827|---------------------------------------------------------------------|
 LO0827| PID    Reference Object                     Distance      Geod. Az  |
 LO0827|                                                           dddmmss.s |
 LO0827| LO0826 2S3E 3513                           125.257 METERS 09130     |
 LO0827| LO0829 BRIGHTON                            APPROX. 0.8 KM 2172811.3 |
 LO0827|---------------------------------------------------------------------|
 LO0827
 LO0827                          SUPERSEDED SURVEY CONTROL
 LO0827
 LO0827  NAD 83(1993)-  40 36 12.73016(N)    111 35 03.37629(W) AD(       ) 2
 LO0827  NAD 83(1986)-  40 36 12.71713(N)    111 35 03.36854(W) AD(       ) 2
 LO0827  NAD 27      -  40 36 12.90002(N)    111 35 00.63749(W) AD(       ) 2
 LO0827  NGVD 29 (07/19/86) 2661.1    (m)         8731.     (f) VERT ANG       
 LO0827
 LO0827.Superseded values are not recommended for survey control.
 LO0827
 LO0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0827.See file dsdata.pdf to determine how the superseded data were derived.
 LO0827
 LO0827_MARKER: DD = SURVEY DISK
 LO0827_SETTING: 80 = SET IN A BOULDER
 LO0827_STAMPING: 8730
 LO0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0827+STABILITY: SURFACE MOTION
 LO0827
 LO0827  HISTORY     - Date     Condition        Report By
 LO0827  HISTORY     - 1974     MONUMENTED       USGS
 LO0827
 LO0827                          STATION DESCRIPTION
 LO0827
 LO0827'DESCRIBED BY US GEOLOGICAL SURVEY 1974 (RS)
 LO0827'THIS STATION IS ABOUT 13.0 MILES NORTHEAST OF SANDY, 10.0 MILES
 LO0827'NORTHWEST OF HEBER CITY AND 5.0 MILES SOUTHWEST OF PARK CITY.
 LO0827'
 LO0827'TO REACH THIS STATION FROM THE BRIGHTON POST OFFICE GO ABOUT 300
 LO0827'FEET WEST.
 LO0827'
 LO0827'STATION IS LOCATED IN A DRILL HOLE IN A 13 FOOT BY 7 FOOT GRANITE
 LO0827'ROCK ABOUT 3 FEET ABOVE GROUND IT IS 42.2 FEET WEST OF A COUNTY
 LO0827'MONUMENT ALSO USED AS BRIGHTON PIONEER AZI IT IS A STANDARD USGS
 LO0827'MONUMENT STAMPED 8730.  IT IS 7 FEET SOUTH OF A DIRT ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0562 ***********************************************************************
 MS0562  DESIGNATION -  88 FMK
 MS0562  PID         -  MS0562
 MS0562  STATE/COUNTY-  UT/BOX ELDER
 MS0562  COUNTRY     -  US
 MS0562  USGS QUAD   -  CROCODILE MOUNTAIN SE (2017)
 MS0562
 MS0562                         *CURRENT SURVEY CONTROL
 MS0562  ______________________________________________________________________
 MS0562* NAD 83(1986) POSITION- 41 32 25.     (N) 113 06 23.     (W)   SCALED
 MS0562* NAVD 88 ORTHO HEIGHT -  1292.578 (meters)     4240.73  (feet) ADJUSTED
 MS0562  ______________________________________________________________________
 MS0562  GEOID HEIGHT    -        -16.135 (meters)                     GEOID18
 MS0562  DYNAMIC HEIGHT  -       1291.706 (meters)     4237.87  (feet) COMP
 MS0562  MODELED GRAVITY -    979,903.1   (mgal)                       NAVD 88
 MS0562
 MS0562  VERT ORDER      -  SECOND    CLASS 0
 MS0562
 MS0562.The horizontal coordinates were scaled from a map and have
 MS0562.an estimated accuracy of +/- 6 seconds.
 MS0562
 MS0562.The orthometric height was determined by differential leveling and
 MS0562.adjusted by the NATIONAL GEODETIC SURVEY
 MS0562.in June 1991.
 MS0562
 MS0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0562.GEOID18 height accuracy estimate available here.
 MS0562
 MS0562.Click photographs - Photos may exist for this station.
 MS0562
 MS0562.The dynamic height is computed by dividing the NAVD 88
 MS0562.geopotential number by the normal gravity value computed on the
 MS0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0562.degrees latitude (g = 980.6199 gals.).
 MS0562
 MS0562.The modeled gravity was interpolated from observed gravity values.
 MS0562
 MS0562;                    North         East    Units  Estimated Accuracy
 MS0562;SPC UT N     - 1,135,270.      365,970.      MT  (+/- 180 meters Scaled)
 MS0562
 MS0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM242008(NAD 83)
 MS0562
 MS0562                          SUPERSEDED SURVEY CONTROL
 MS0562
 MS0562  NGVD 29 (??/??/92) 1291.56   (m)         4237.4    (f) COMPUTED    2 0
 MS0562
 MS0562.Superseded values are not recommended for survey control.
 MS0562
 MS0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0562.See file dsdata.pdf to determine how the superseded data were derived.
 MS0562
 MS0562_MARKER: DB = BENCH MARK DISK
 MS0562_SETTING: 66 = SET IN ROCK OUTCROP
 MS0562_STAMPING: 88 FMK 1966
 MS0562_MARK LOGO: USGS
 MS0562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0562+STABILITY: POSITION/ELEVATION WELL
 MS0562
 MS0562  HISTORY     - Date     Condition        Report By
 MS0562  HISTORY     - 1966     MONUMENTED       USGS
 MS0562  HISTORY     - 20091114 GOOD             NGS
 MS0562
 MS0562                          STATION DESCRIPTION
 MS0562
 MS0562'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0562'25.1 KM (15.60 MI) SW FROM KELTON.
 MS0562'2.5 MILES WEST OF KELTON, ALONG BLM ROAD TO LUCIN-HOGUP JCT., THENCE
 MS0562'13.1 MILES SOUTH, 32 FEET WEST OF THE ROAD, IN THE TOP OF A 3 FOOT
 MS0562'HIGH ROCK OUTCROP, AT THE BASE OF A LARGE PROMINENT OUTCROP.
 MS0562'THE MARK IS 4 FT  W FROM  A WITNESS POST
 MS0562'THE MARK IS 4 FT ABOVE ROAD.
 MS0562
 MS0562                          STATION RECOVERY (2009)
 MS0562
 MS0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2009 (MBJ)
 MS0562'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0348 ***********************************************************************
 HN0348  DESIGNATION -  88 WF
 HN0348  PID         -  HN0348
 HN0348  STATE/COUNTY-  UT/GARFIELD
 HN0348  COUNTRY     -  US
 HN0348  USGS QUAD   -  TENMILE FLAT (2017)
 HN0348
 HN0348                         *CURRENT SURVEY CONTROL
 HN0348  ______________________________________________________________________
 HN0348* NAD 83(1986) POSITION- 37 40 39.     (N) 111 28 58.     (W)   SCALED
 HN0348* NAVD 88 ORTHO HEIGHT -  1633.344 (meters)     5358.73  (feet) ADJUSTED
 HN0348  ______________________________________________________________________
 HN0348  GEOID HEIGHT    -        -20.700 (meters)                     GEOID18
 HN0348  DYNAMIC HEIGHT  -       1631.496 (meters)     5352.67  (feet) COMP
 HN0348  MODELED GRAVITY -    979,441.3   (mgal)                       NAVD 88
 HN0348
 HN0348  VERT ORDER      -  SECOND    CLASS 0
 HN0348
 HN0348.The horizontal coordinates were scaled from a map and have
 HN0348.an estimated accuracy of +/- 6 seconds.
 HN0348
 HN0348.The orthometric height was determined by differential leveling and
 HN0348.adjusted by the NATIONAL GEODETIC SURVEY
 HN0348.in June 1991.
 HN0348
 HN0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0348.GEOID18 height accuracy estimate available here.
 HN0348
 HN0348.Click photographs - Photos may exist for this station.
 HN0348
 HN0348.The dynamic height is computed by dividing the NAVD 88
 HN0348.geopotential number by the normal gravity value computed on the
 HN0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0348.degrees latitude (g = 980.6199 gals.).
 HN0348
 HN0348.The modeled gravity was interpolated from observed gravity values.
 HN0348
 HN0348;                    North         East    Units  Estimated Accuracy
 HN0348;SPC UT S     - 3,112,190.      501,520.      MT  (+/- 180 meters Scaled)
 HN0348
 HN0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG574701(NAD 83)
 HN0348
 HN0348                          SUPERSEDED SURVEY CONTROL
 HN0348
 HN0348  NGVD 29 (??/??/92) 1632.213  (m)         5355.02   (f) ADJ UNCH    2 0
 HN0348
 HN0348.Superseded values are not recommended for survey control.
 HN0348
 HN0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0348.See file dsdata.pdf to determine how the superseded data were derived.
 HN0348
 HN0348_MARKER: DD = SURVEY DISK
 HN0348_SETTING: 66 = SET IN ROCK OUTCROP
 HN0348_STAMPING: 88 W F 1952 5356
 HN0348_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0348+STABILITY: POSITION/ELEVATION WELL
 HN0348
 HN0348  HISTORY     - Date     Condition        Report By
 HN0348  HISTORY     - 1952     MONUMENTED       USGS
 HN0348  HISTORY     - 1963     GOOD             CGS
 HN0348
 HN0348                          STATION DESCRIPTION
 HN0348
 HN0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0348'9.15 MI SE FROM ESCALANTE.
 HN0348'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0348'AT ESCALANTE, THENCE 4.15 MILES SOUTHEAST ALONG A DIRT ROAD, NEAR THE
 HN0348'EAST END OF A SMALL RIDGE, 0.05 MILE NORTHWEST OF A CATTLEGUARD, 0.2
 HN0348'MILE SOUTHEAST OF THE SOUTHEAST EDGE OF THE CROSSING OF TEN MILE WASH,
 HN0348'IN THE TOP OF A LARGE GREY OUTCROP WHICH PROJECTS ABOUT 3 1/2 FEET
 HN0348'ABOVE THE GROUND, 22 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 3.1
 HN0348'FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 8 FEET HIGHER THAN THE
 HN0348'ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0563 ***********************************************************************
 MS0563  DESIGNATION -  89 FMK
 MS0563  PID         -  MS0563
 MS0563  STATE/COUNTY-  UT/BOX ELDER
 MS0563  COUNTRY     -  US
 MS0563  USGS QUAD   -  CROCODILE MOUNTAIN SE (2017)
 MS0563
 MS0563                         *CURRENT SURVEY CONTROL
 MS0563  ______________________________________________________________________
 MS0563* NAD 83(1986) POSITION- 41 31 30.     (N) 113 05 44.     (W)   SCALED
 MS0563* NAVD 88 ORTHO HEIGHT -  1295.858 (meters)     4251.49  (feet) ADJUSTED
 MS0563  ______________________________________________________________________
 MS0563  GEOID HEIGHT    -        -16.174 (meters)                     GEOID18
 MS0563  DYNAMIC HEIGHT  -       1294.982 (meters)     4248.62  (feet) COMP
 MS0563  MODELED GRAVITY -    979,902.1   (mgal)                       NAVD 88
 MS0563
 MS0563  VERT ORDER      -  SECOND    CLASS 0
 MS0563
 MS0563.The horizontal coordinates were scaled from a map and have
 MS0563.an estimated accuracy of +/- 6 seconds.
 MS0563
 MS0563.The orthometric height was determined by differential leveling and
 MS0563.adjusted by the NATIONAL GEODETIC SURVEY
 MS0563.in June 1991.
 MS0563
 MS0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0563.GEOID18 height accuracy estimate available here.
 MS0563
 MS0563.Click photographs - Photos may exist for this station.
 MS0563
 MS0563.The dynamic height is computed by dividing the NAVD 88
 MS0563.geopotential number by the normal gravity value computed on the
 MS0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0563.degrees latitude (g = 980.6199 gals.).
 MS0563
 MS0563.The modeled gravity was interpolated from observed gravity values.
 MS0563
 MS0563;                    North         East    Units  Estimated Accuracy
 MS0563;SPC UT N     - 1,133,560.      366,840.      MT  (+/- 180 meters Scaled)
 MS0563
 MS0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL251991(NAD 83)
 MS0563
 MS0563                          SUPERSEDED SURVEY CONTROL
 MS0563
 MS0563  NGVD 29 (??/??/92) 1294.862  (m)         4248.23   (f) ADJ UNCH    2 0
 MS0563
 MS0563.Superseded values are not recommended for survey control.
 MS0563
 MS0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0563.See file dsdata.pdf to determine how the superseded data were derived.
 MS0563
 MS0563_MARKER: DB = BENCH MARK DISK
 MS0563_SETTING: 66 = SET IN ROCK OUTCROP
 MS0563_STAMPING: 89 FMK 1966
 MS0563_MARK LOGO: USGS
 MS0563_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0563+STABILITY: POSITION/ELEVATION WELL
 MS0563
 MS0563  HISTORY     - Date     Condition        Report By
 MS0563  HISTORY     - 1966     MONUMENTED       USGS
 MS0563
 MS0563                          STATION DESCRIPTION
 MS0563
 MS0563'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0563'27.0 KM (16.80 MI) SW FROM KELTON.
 MS0563'2.5 MILES WEST OF KELTON, ALONG BLM ROAD TO LUCIN-HOGUP JCT., THENCE
 MS0563'14.3 MILES SOUTH, 100 FEET WEST OF THE ROAD, 2 FEET WEST OF A CAIRN,
 MS0563'IN A SMALL ROCK OUTCROP, NEAR A LARGE OUTCROP AT THE END OF A RIDGE.
 MS0563'THE MARK IS 2 FT  W FROM  A WITNESS POST
 MS0563'THE MARK IS 10 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0350 ***********************************************************************
 HN0350  DESIGNATION -  89 WF
 HN0350  PID         -  HN0350
 HN0350  STATE/COUNTY-  UT/GARFIELD
 HN0350  COUNTRY     -  US
 HN0350  USGS QUAD   -  TENMILE FLAT (2017)
 HN0350
 HN0350                         *CURRENT SURVEY CONTROL
 HN0350  ______________________________________________________________________
 HN0350* NAD 83(1986) POSITION- 37 39 11.     (N) 111 27 38.     (W)   SCALED
 HN0350* NAVD 88 ORTHO HEIGHT -  1643.062 (meters)     5390.61  (feet) ADJUSTED
 HN0350  ______________________________________________________________________
 HN0350  GEOID HEIGHT    -        -20.857 (meters)                     GEOID18
 HN0350  DYNAMIC HEIGHT  -       1641.194 (meters)     5384.48  (feet) COMP
 HN0350  MODELED GRAVITY -    979,435.8   (mgal)                       NAVD 88
 HN0350
 HN0350  VERT ORDER      -  SECOND    CLASS 0
 HN0350
 HN0350.The horizontal coordinates were scaled from a map and have
 HN0350.an estimated accuracy of +/- 6 seconds.
 HN0350
 HN0350.The orthometric height was determined by differential leveling and
 HN0350.adjusted by the NATIONAL GEODETIC SURVEY
 HN0350.in June 1991.
 HN0350
 HN0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0350.GEOID18 height accuracy estimate available here.
 HN0350
 HN0350.Click photographs - Photos may exist for this station.
 HN0350
 HN0350.The dynamic height is computed by dividing the NAVD 88
 HN0350.geopotential number by the normal gravity value computed on the
 HN0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0350.degrees latitude (g = 980.6199 gals.).
 HN0350
 HN0350.The modeled gravity was interpolated from observed gravity values.
 HN0350
 HN0350;                    North         East    Units  Estimated Accuracy
 HN0350;SPC UT S     - 3,109,470.      503,480.      MT  (+/- 180 meters Scaled)
 HN0350
 HN0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG593674(NAD 83)
 HN0350
 HN0350                          SUPERSEDED SURVEY CONTROL
 HN0350
 HN0350  NGVD 29 (??/??/92) 1641.934  (m)         5386.91   (f) ADJ UNCH    2 0
 HN0350
 HN0350.Superseded values are not recommended for survey control.
 HN0350
 HN0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0350.See file dsdata.pdf to determine how the superseded data were derived.
 HN0350
 HN0350_MARKER: DD = SURVEY DISK
 HN0350_SETTING: 80 = SET IN A BOULDER
 HN0350_STAMPING: 89 W F 1952 5388
 HN0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0350+STABILITY: SURFACE MOTION
 HN0350
 HN0350  HISTORY     - Date     Condition        Report By
 HN0350  HISTORY     - 1952     MONUMENTED       USGS
 HN0350  HISTORY     - 1963     GOOD             CGS
 HN0350
 HN0350                          STATION DESCRIPTION
 HN0350
 HN0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0350'11.25 MI SE FROM ESCALANTE.
 HN0350'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0350'AT ESCALANTE, THENCE 6.25 MILES SOUTHEAST ALONG A DIRT ROAD, 0.35 MILE
 HN0350'NORTH OF THE CROSSING OF A 4- BY 4-FOOT ROCK AND CONCRETE CULVERT, ON
 HN0350'THE NORTHWEST SLOPE OF A RIDGE, IN THE TOP OF A 2- BY 4-FOOT
 HN0350'CONGLOMERATE BOULDER WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND,
 HN0350'54 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 139 FEET
 HN0350'NORTH-NORTHEAST OF THE CENTER OF A CURVE AND A SMALL SUMMIT, 3.2 FEET
 HN0350'SOUTH OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0093 ***********************************************************************
 LP0093  DESIGNATION -  891
 LP0093  PID         -  LP0093
 LP0093  STATE/COUNTY-  UT/TOOELE
 LP0093  COUNTRY     -  US
 LP0093  USGS QUAD   -  FLUX (2017)
 LP0093
 LP0093                         *CURRENT SURVEY CONTROL
 LP0093  ______________________________________________________________________
 LP0093* NAD 83(1986) POSITION- 40 43 19.     (N) 112 33 26.     (W)   SCALED
 LP0093* NAVD 88 ORTHO HEIGHT -  1284.953 (meters)     4215.72  (feet) ADJUSTED
 LP0093  ______________________________________________________________________
 LP0093  GEOID HEIGHT    -        -17.492 (meters)                     GEOID18
 LP0093  DYNAMIC HEIGHT  -       1283.979 (meters)     4212.52  (feet) COMP
 LP0093  MODELED GRAVITY -    979,822.1   (mgal)                       NAVD 88
 LP0093
 LP0093  VERT ORDER      -  SECOND    CLASS 0
 LP0093
 LP0093.The horizontal coordinates were scaled from a map and have
 LP0093.an estimated accuracy of +/- 6 seconds.
 LP0093
 LP0093.The orthometric height was determined by differential leveling and
 LP0093.adjusted by the NATIONAL GEODETIC SURVEY
 LP0093.in June 1991.
 LP0093
 LP0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0093.GEOID18 height accuracy estimate available here.
 LP0093
 LP0093.Click photographs - Photos may exist for this station.
 LP0093
 LP0093.The dynamic height is computed by dividing the NAVD 88
 LP0093.geopotential number by the normal gravity value computed on the
 LP0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0093.degrees latitude (g = 980.6199 gals.).
 LP0093
 LP0093.The modeled gravity was interpolated from observed gravity values.
 LP0093
 LP0093;                    North         East    Units  Estimated Accuracy
 LP0093;SPC UT C     - 2,265,720.      410,680.      MT  (+/- 180 meters Scaled)
 LP0093
 LP0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL684090(NAD 83)
 LP0093
 LP0093                          SUPERSEDED SURVEY CONTROL
 LP0093
 LP0093  NGVD 29 (??/??/92) 1283.952  (m)         4212.43   (f) ADJ UNCH    2 0
 LP0093
 LP0093.Superseded values are not recommended for survey control.
 LP0093
 LP0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0093.See file dsdata.pdf to determine how the superseded data were derived.
 LP0093
 LP0093_MARKER: S = SPIKE
 LP0093_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0093
 LP0093  HISTORY     - Date     Condition        Report By
 LP0093  HISTORY     - UNK      MONUMENTED       WPRR
 LP0093  HISTORY     - 1934     GOOD             CGS
 LP0093
 LP0093                          STATION DESCRIPTION
 LP0093
 LP0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0093'5.6 MI W FROM BURMESTER.
 LP0093'5.6 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION AT
 LP0093'BURMESTER, TOOELE COUNTY, 1-1/2 POLES WEST OF MILEPOST 891, 20 FEET
 LP0093'NORTH OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A WOODEN PEG
 LP0093'INCASED IN AN IRON PIPE.  AND ABOUT 3 FEET LOWER THAN THE TRACK.  THE
 LP0093'TOP OF A SPIKE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0034 ***********************************************************************
 JO0034  DESIGNATION -  9
 JO0034  PID         -  JO0034
 JO0034  STATE/COUNTY-  UT/MILLARD
 JO0034  COUNTRY     -  US
 JO0034  USGS QUAD   -  COVE FORT (2017)
 JO0034
 JO0034                         *CURRENT SURVEY CONTROL
 JO0034  ______________________________________________________________________
 JO0034* NAD 83(1986) POSITION- 38 35 59.     (N) 112 30 37.     (W)   SCALED
 JO0034* NAVD 88 ORTHO HEIGHT -  2065.442 (meters)     6776.37  (feet) ADJUSTED
 JO0034  ______________________________________________________________________
 JO0034  GEOID HEIGHT    -        -19.321 (meters)                     GEOID18
 JO0034  DYNAMIC HEIGHT  -       2063.105 (meters)     6768.70  (feet) COMP
 JO0034  MODELED GRAVITY -    979,422.6   (mgal)                       NAVD 88
 JO0034
 JO0034  VERT ORDER      -  FIRST     CLASS II
 JO0034
 JO0034.The horizontal coordinates were scaled from a map and have
 JO0034.an estimated accuracy of +/- 6 seconds.
 JO0034
 JO0034.The orthometric height was determined by differential leveling and
 JO0034.adjusted by the NATIONAL GEODETIC SURVEY
 JO0034.in June 1991.
 JO0034
 JO0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0034.GEOID18 height accuracy estimate available here.
 JO0034
 JO0034.Click photographs - Photos may exist for this station.
 JO0034
 JO0034.The dynamic height is computed by dividing the NAVD 88
 JO0034.geopotential number by the normal gravity value computed on the
 JO0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0034.degrees latitude (g = 980.6199 gals.).
 JO0034
 JO0034.The modeled gravity was interpolated from observed gravity values.
 JO0034
 JO0034;                    North         East    Units  Estimated Accuracy
 JO0034;SPC UT C     - 2,030,070.      411,980.      MT  (+/- 180 meters Scaled)
 JO0034
 JO0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH684734(NAD 83)
 JO0034
 JO0034                          SUPERSEDED SURVEY CONTROL
 JO0034
 JO0034  NGVD 29 (??/??/92) 2064.15   (m)         6772.1    (f) COMPUTED    1 2
 JO0034
 JO0034.Superseded values are not recommended for survey control.
 JO0034
 JO0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0034.See file dsdata.pdf to determine how the superseded data were derived.
 JO0034
 JO0034_MARKER: DD = SURVEY DISK
 JO0034_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0034_SP_SET: CULVERT HEADWALL
 JO0034_STAMPING: 9 1951
 JO0034_MARK LOGO: BPR
 JO0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0034+STABILITY: SURFACE MOTION
 JO0034
 JO0034  HISTORY     - Date     Condition        Report By
 JO0034  HISTORY     - 1951     MONUMENTED       BPR
 JO0034
 JO0034                          STATION DESCRIPTION
 JO0034
 JO0034'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1951
 JO0034'4.2 MI E FROM COVE FORT.
 JO0034'4.2 MILES EAST ALONG STATE HIGHWAY 13 FROM COVE FORT, MILLARD COUNTY,
 JO0034'AT A CORRUGATED-METAL PIPE CULVERT, IN THE TOP OF THE NORTH CONCRETE
 JO0034'HEADWALL, AND 19 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0973 ***********************************************************************
 HN0973  DESIGNATION -  9 52 A=ET U 158
 HN0973  PID         -  HN0973
 HN0973  STATE/COUNTY-  UT/GARFIELD
 HN0973  COUNTRY     -  US
 HN0973  USGS QUAD   -  TICABOO MESA (2017)
 HN0973
 HN0973                         *CURRENT SURVEY CONTROL
 HN0973  ______________________________________________________________________
 HN0973* NAD 83(1994) POSITION- 37 41 27.15491(N) 110 31 49.37295(W)   ADJUSTED
 HN0973* NAVD 88 ORTHO HEIGHT -  1564.4   (meters)     5133.    (feet) VERTCON3
 HN0973  ______________________________________________________________________
 HN0973  GEOID HEIGHT    -        -21.584 (meters)                     GEOID18
 HN0973  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 HN0973  HORZ ORDER      -  THIRD
 HN0973
 HN0973.The horizontal coordinates were established by classical geodetic methods
 HN0973.and adjusted by the National Geodetic Survey in November 1997.
 HN0973
 HN0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0973
 HN0973.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0973.GEOID18 height accuracy estimate available here.
 HN0973
 HN0973.Click photographs - Photos may exist for this station.
 HN0973
 HN0973.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0973
 HN0973. The following values were computed from the NAD 83(1994) position.
 HN0973
 HN0973;                    North         East     Units Scale Factor Converg.
 HN0973;SPC UT S     - 3,114,113.413   585,514.648   MT  0.99995261   +0 35 38.7
 HN0973;SPC UT S     -10,216,887.09  1,920,975.97   sFT  0.99995261   +0 35 38.7
 HN0973;UTM  12      - 4,171,621.757   541,403.850   MT  0.99962111   +0 17 13.7
 HN0973
 HN0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0973!SPC UT S     -   0.99975796  x   0.99995261  =   0.99971058
 HN0973!UTM  12      -   0.99975796  x   0.99962111  =   0.99937916
 HN0973
 HN0973:                Primary Azimuth Mark                     Grid Az
 HN0973:SPC UT S     -  ET U 159                                 344 28 08.7
 HN0973:UTM  12      -  ET U 159                                 344 46 33.7
 HN0973
 HN0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG4140371621(NAD 83)
 HN0973
 HN0973|---------------------------------------------------------------------|
 HN0973| PID    Reference Object                     Distance      Geod. Az  |
 HN0973|                                                           dddmmss.s |
 HN0973| HN0976 ET U 159                            APPROX. 3.0 KM 3450347.4 |
 HN0973|---------------------------------------------------------------------|
 HN0973
 HN0973                          SUPERSEDED SURVEY CONTROL
 HN0973
 HN0973  NAD 83(1986)-  37 41 27.14965(N)    110 31 49.37293(W) AD(       ) 3
 HN0973  NAD 27      -  37 41 27.18194(N)    110 31 46.86185(W) AD(       ) 3
 HN0973  NGVD 29 (07/19/86) 1563.4    (m)         5129.     (f) VERT ANG       
 HN0973
 HN0973.Superseded values are not recommended for survey control.
 HN0973
 HN0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0973.See file dsdata.pdf to determine how the superseded data were derived.
 HN0973
 HN0973_MARKER: DB = BENCH MARK DISK
 HN0973_SETTING: 80 = SET IN A BOULDER
 HN0973_STAMPING: 9 52 A 1952 ET U 158
 HN0973_MARK LOGO: USGS
 HN0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0973+STABILITY: SURFACE MOTION
 HN0973
 HN0973  HISTORY     - Date     Condition        Report By
 HN0973  HISTORY     - 1952     MONUMENTED       USGS
 HN0973  HISTORY     - 1959     GOOD             USGS
 HN0973  HISTORY     - 1959     GOOD             USGS
 HN0973
 HN0973                          STATION DESCRIPTION
 HN0973
 HN0973'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HN0973'LOCATED ABOUT 8.0 MI. S.-SW. OF HITE FERRY AND 3.5 MI. SW.
 HN0973'OF JCT. OF RED CANYON AND COLORADO RIVER ON A FLAT-TOPPED
 HN0973'MESA WHICH IS THE HIGHEST POINT IN THE VICINITY.
 HN0973'
 HN0973'STATION REACHED BY HELICOPTER.
 HN0973'
 HN0973'STATION MARK--STANDARD TABLET STAMPED 9 52 A 1952 CEMENTED
 HN0973'IN ROCK.
 HN0973
 HN0973                          STATION RECOVERY (1959)
 HN0973
 HN0973'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959 (WSS)
 HN0973'STATION FOUND AS DESCRIBED AND IN GOOD ORDER.
 HN0973'
 HN0973'STATION REACHED BY HELICOPTER.
 HN0973'
 HN0973'STATION MARK--STANDARD TABLET ORIGINALLY STAMPED 9 52 A 1952
 HN0973'AND ADDITIONALLY STAMPED ET U 158 IN 1959 CEMENTED IN ROCKY
 HN0973'OUTCROP.
 HN0973'
 HN0973'SIGNAL--FLASHING LIGHT CENTERED OVER STATION MARK.
 HN0973'
 HN0973'SIGNAL DATA--LIGHT 3.3 FT.
 HN0973
 HN0973                          STATION RECOVERY (1959)
 HN0973
 HN0973'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HN0973'RECOVERED IN GOOD CONDITION.
 HN0973'
 HN0973'STATION MARK--STANDARD TABLET, STAMPED ---9 52 A 1952---, CEMENTED
 HN0973'IN ROCK, AND ADDITIONALLY STAMPED ---ET U 158--- IN 1959.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0838 ***********************************************************************
 HN0838  DESIGNATION -  9 53 B=ET U 160
 HN0838  PID         -  HN0838
 HN0838  STATE/COUNTY-  UT/SAN JUAN
 HN0838  COUNTRY     -  US
 HN0838  USGS QUAD   -  GOOD HOPE BAY (2017)
 HN0838
 HN0838                         *CURRENT SURVEY CONTROL
 HN0838  ______________________________________________________________________
 HN0838* NAD 83(1994) POSITION- 37 38 19.26368(N) 110 28 14.47543(W)   ADJUSTED
 HN0838* NAVD 88 ORTHO HEIGHT -  1510.6   (meters)     4956.    (feet) VERTCON3
 HN0838  ______________________________________________________________________
 HN0838  GEOID HEIGHT    -        -21.610 (meters)                     GEOID18
 HN0838  LAPLACE CORR    -          8.91  (seconds)                    DEFLEC18
 HN0838  HORZ ORDER      -  THIRD
 HN0838
 HN0838.The horizontal coordinates were established by classical geodetic methods
 HN0838.and adjusted by the National Geodetic Survey in November 1997.
 HN0838
 HN0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0838
 HN0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0838.GEOID18 height accuracy estimate available here.
 HN0838
 HN0838.Click photographs - Photos may exist for this station.
 HN0838
 HN0838.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0838
 HN0838. The following values were computed from the NAD 83(1994) position.
 HN0838
 HN0838;                    North         East     Units Scale Factor Converg.
 HN0838;SPC UT S     - 3,108,377.502   590,842.835   MT  0.99995450   +0 37 50.3
 HN0838;SPC UT S     -10,198,068.52  1,938,456.87   sFT  0.99995450   +0 37 50.3
 HN0838;UTM  12      - 4,165,859.264   546,699.464   MT  0.99962686   +0 19 23.7
 HN0838
 HN0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0838!SPC UT S     -   0.99976640  x   0.99995450  =   0.99972091
 HN0838!UTM  12      -   0.99976640  x   0.99962686  =   0.99939335
 HN0838
 HN0838:                Primary Azimuth Mark                     Grid Az
 HN0838:SPC UT S     -  ET U 152                                 260 13 29.3
 HN0838:UTM  12      -  ET U 152                                 260 31 55.9
 HN0838
 HN0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG4669965859(NAD 83)
 HN0838
 HN0838|---------------------------------------------------------------------|
 HN0838| PID    Reference Object                     Distance      Geod. Az  |
 HN0838|                                                           dddmmss.s |
 HN0838| HN0975 ET U 152                            APPROX. 4.3 KM 2605119.6 |
 HN0838|---------------------------------------------------------------------|
 HN0838
 HN0838                          SUPERSEDED SURVEY CONTROL
 HN0838
 HN0838  NAD 83(1986)-  37 38 19.25832(N)    110 28 14.47540(W) AD(       ) 3
 HN0838  NAD 27      -  37 38 19.28986(N)    110 28 11.97061(W) AD(       ) 3
 HN0838  NGVD 29 (07/19/86) 1509.6    (m)         4953.     (f) VERT ANG       
 HN0838
 HN0838.Superseded values are not recommended for survey control.
 HN0838
 HN0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0838.See file dsdata.pdf to determine how the superseded data were derived.
 HN0838
 HN0838_MARKER: DB = BENCH MARK DISK
 HN0838_SETTING: 66 = SET IN ROCK OUTCROP
 HN0838_STAMPING: 9 53 B 1952
 HN0838_MARK LOGO: USGS
 HN0838_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0838+STABILITY: POSITION/ELEVATION WELL
 HN0838
 HN0838  HISTORY     - Date     Condition        Report By
 HN0838  HISTORY     - 1952     MONUMENTED       USGS
 HN0838  HISTORY     - 1959     GOOD             CGS
 HN0838  HISTORY     - 1963     GOOD             CGS
 HN0838
 HN0838                          STATION DESCRIPTION
 HN0838
 HN0838'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HN0838'LOCATED ABOUT 12.0 MI. S. OF HITE FERRY AND 5.5 MI. S. FROM
 HN0838'JCT. OF COLORADO RIVER AND RED CANYON.  2.0 MI. SE. OF SHARP
 HN0838'BEND IN RIVER ON A SMALL FLAT-TOPPED MESA NEAR EDGE OF STEEP
 HN0838'RIM.
 HN0838'
 HN0838'STATION REACHED BY HELICOPTER.
 HN0838'
 HN0838'STATION MARK--STANDARD TABLET STAMPED 9 53 B 1952 CEMENTED
 HN0838'IN ROCK.
 HN0838'
 HN0838'REFERENCE MARKS--NONE SET.
 HN0838
 HN0838                          STATION RECOVERY (1959)
 HN0838
 HN0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WLS)
 HN0838'STATION FOUND AS DESCRIBED AND STATION MARK RECOVERED IN
 HN0838'GOOD CONDITION.
 HN0838'
 HN0838'STATION MARK--STANDARD TABLET STAMPED 9 53 B 1952 AND ADDITIONALLY
 HN0838'STAMPED ET U 160 IN 1959 CEMENTED IN ROCK.
 HN0838'
 HN0838'SIGNAL--FLASHING LIGHT CENTERED OVER STATION MARK.
 HN0838'
 HN0838'SIGNAL DATA--LIGHT 3.4 FT.
 HN0838
 HN0838                          STATION RECOVERY (1963)
 HN0838
 HN0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HN0838'RECOVERED IN GOOD CONDITION.
 HN0838'
 HN0838'STATION MARK--STANDARD TABLET, STAMPED ---9 53 B 1952---, CEMENTED
 HN0838'IN ROCK, AND ADDITIONALLY STAMPED ---ET U 160--- IN 1959.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0643 ***********************************************************************
 JO0643  DESIGNATION -  9 DOR
 JO0643  PID         -  JO0643
 JO0643  STATE/COUNTY-  UT/BEAVER
 JO0643  COUNTRY     -  US
 JO0643  USGS QUAD   -  LAMERDORF PEAK NW (2017)
 JO0643
 JO0643                         *CURRENT SURVEY CONTROL
 JO0643  ______________________________________________________________________
 JO0643* NAD 83(1986) POSITION- 38 25 01.     (N) 113 41 47.     (W)   SCALED
 JO0643* NAVD 88 ORTHO HEIGHT -  1686.734 (meters)     5533.89  (feet) POSTED
 JO0643  ______________________________________________________________________
 JO0643  GEOID HEIGHT    -        -21.453 (meters)                     GEOID18
 JO0643  DYNAMIC HEIGHT  -       1684.90  (meters)     5527.9   (feet) COMP
 JO0643  MODELED GRAVITY -    979,480.7   (mgal)                       NAVD 88
 JO0643
 JO0643  VERT ORDER      -  * POSTED, SEE BELOW
 JO0643
 JO0643.The horizontal coordinates were scaled from a map and have
 JO0643.an estimated accuracy of +/- 6 seconds.
 JO0643
 JO0643.The orthometric height was determined by differential leveling
 JO0643.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0643
 JO0643.* This is a POSTED BENCH MARK height.
 JO0643
 JO0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0643.GEOID18 height accuracy estimate available here.
 JO0643
 JO0643.Click photographs - Photos may exist for this station.
 JO0643
 JO0643.The dynamic height is computed by dividing the NAVD 88
 JO0643.geopotential number by the normal gravity value computed on the
 JO0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0643.degrees latitude (g = 980.6199 gals.).
 JO0643
 JO0643.The modeled gravity was interpolated from observed gravity values.
 JO0643
 JO0643;                    North         East    Units  Estimated Accuracy
 JO0643;SPC UT S     - 3,196,510.      308,200.      MT  (+/- 180 meters Scaled)
 JO0643
 JO0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH645555(NAD 83)
 JO0643
 JO0643                          SUPERSEDED SURVEY CONTROL
 JO0643
 JO0643.No superseded survey control is available for this station.
 JO0643
 JO0643_MARKER: DB = BENCH MARK DISK
 JO0643_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0643_STAMPING: 9 DOR 1971 5530
 JO0643_MARK LOGO: USGS
 JO0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0643
 JO0643  HISTORY     - Date     Condition        Report By
 JO0643  HISTORY     - 1971     MONUMENTED       USGS
 JO0643
 JO0643                          STATION DESCRIPTION
 JO0643
 JO0643'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0643'65.2 KM (40.50 MI) NNW FROM LUND.
 JO0643'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0643'AND PINE VALLEY ROAD, PROCEED 40.5 MILES WEST AND NORTH ALONG PINE
 JO0643'VALLEY ROAD, 7.9 MILES SOUTH OF STATE HIGHWAY 21, 49 FEET EAST OF THE
 JO0643'CENTER OF THE ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN
 JO0643'DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JO0643'THE MARK IS 2 FT  W FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0529 ***********************************************************************
 JO0529  DESIGNATION -  9 ECC
 JO0529  PID         -  JO0529
 JO0529  STATE/COUNTY-  UT/MILLARD
 JO0529  COUNTRY     -  US
 JO0529  USGS QUAD   -  DOG VALLEY PEAK (2017)
 JO0529
 JO0529                         *CURRENT SURVEY CONTROL
 JO0529  ______________________________________________________________________
 JO0529* NAD 83(1994) POSITION- 38 38 52.32632(N) 112 32 05.30820(W)   ADJUSTED
 JO0529* NAVD 88 ORTHO HEIGHT -  2507.7   (meters)     8227.    (feet) VERTCON3
 JO0529  ______________________________________________________________________
 JO0529  GEOID HEIGHT    -        -19.365 (meters)                     GEOID18
 JO0529  LAPLACE CORR    -         14.06  (seconds)                    DEFLEC18
 JO0529  HORZ ORDER      -  FIRST
 JO0529
 JO0529.The horizontal coordinates were established by classical geodetic methods
 JO0529.and adjusted by the National Geodetic Survey in November 1997.
 JO0529
 JO0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0529
 JO0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0529.GEOID18 height accuracy estimate available here.
 JO0529
 JO0529.Click photographs - Photos may exist for this station.
 JO0529
 JO0529.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0529
 JO0529. The following values were computed from the NAD 83(1994) position.
 JO0529
 JO0529;                    North         East     Units Scale Factor Converg.
 JO0529;SPC UT C     - 2,035,442.397   409,907.675   MT  1.00011139   -0 39 46.4
 JO0529;SPC UT C     - 6,677,947.26  1,344,838.76   sFT  1.00011139   -0 39 46.4
 JO0529;SPC UT S     - 3,220,392.806   409,911.689   MT  1.00006492   -0 38 02.4
 JO0529;SPC UT S     -10,565,572.06  1,344,851.93   sFT  1.00006492   -0 38 02.4
 JO0529;UTM  12      - 4,278,818.711   366,438.525   MT  0.99981967   -0 57 31.2
 JO0529
 JO0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0529!SPC UT C     -   0.99960973  x   1.00011139  =   0.99972108
 JO0529!SPC UT S     -   0.99960973  x   1.00006492  =   0.99967463
 JO0529!UTM  12      -   0.99960973  x   0.99981967  =   0.99942947
 JO0529
 JO0529:                Primary Azimuth Mark                     Grid Az
 JO0529:SPC UT C     -  9 ECC AZ MK 2                            304 30 36.4
 JO0529:SPC UT S     -  9 ECC AZ MK 2                            304 28 52.4
 JO0529:UTM  12      -  9 ECC AZ MK 2                            304 48 21.2
 JO0529
 JO0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH6643878818(NAD 83)
 JO0529
 JO0529|---------------------------------------------------------------------|
 JO0529| PID    Reference Object                     Distance      Geod. Az  |
 JO0529|                                                           dddmmss.s |
 JO0529| CM6688 9 ECC RM 1                            6.124 METERS 10652     |
 JO0529| CM6683 MW 9 RM 1                             8.859 METERS 23513     |
 JO0529| CM6689 9 ECC RM 2                           11.553 METERS 23840     |
 JO0529| CM6686 9 ECC AZ MK                                        3022922.8 |
 JO0529| CM6687 9 ECC AZ MK 2                                      3035050.0 |
 JO0529| CM6684 MW 9 RM 2                             3.197 METERS 31626     |
 JO0529|---------------------------------------------------------------------|
 JO0529
 JO0529                          SUPERSEDED SURVEY CONTROL
 JO0529
 JO0529  NAD 83(1986)-  38 38 52.32027(N)    112 32 05.30288(W) AD(       ) 1
 JO0529  NAD 27      -  38 38 52.42600(N)    112 32 02.51900(W) AD(       ) 1
 JO0529  NGVD 29 (07/19/86) 2506.4    (m)         8223.     (f) VERT ANG       
 JO0529
 JO0529.Superseded values are not recommended for survey control.
 JO0529
 JO0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0529.See file dsdata.pdf to determine how the superseded data were derived.
 JO0529
 JO0529_MARKER: DS = TRIANGULATION STATION DISK
 JO0529_SETTING: 66 = SET IN ROCK OUTCROP
 JO0529_STAMPING: USFS NO 9 ECC 1919 1938
 JO0529_MARK LOGO: CGS
 JO0529_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0529+STABILITY: POSITION/ELEVATION WELL
 JO0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0529+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2020
 JO0529
 JO0529  HISTORY     - Date     Condition        Report By
 JO0529  HISTORY     - 1938     MONUMENTED       USFS
 JO0529  HISTORY     - 1947     SEE DESCRIPTION  CGS
 JO0529  HISTORY     - 20200305 GOOD             INDIV
 JO0529
 JO0529                          STATION DESCRIPTION
 JO0529
 JO0529'DESCRIBED BY US FOREST SERVICE 1938 (FGJ)
 JO0529'STATION IS LOCATED ON A HIGH PROMINENT POINT ABOUT 4.0 MILES
 JO0529'AIRLINE NE OF COVE FORT, NEAR W BOUNDARY OF FILLMORE NATIONAL
 JO0529'FOREST.
 JO0529'
 JO0529'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 JO0529'BEDROCK.  AZIMUTH MARK IS
 JO0529'A STANDARD BRONZE DISK IN A BOULDER.
 JO0529'
 JO0529'STATION IS REACHED FROM COVE FORT, 24.7 MILES N OF BEAVER,
 JO0529'UTAH, BY GOING N ON U.S. 91 6.2 MILES TO A FENCE CORNER AT
 JO0529'N EDGE OF A VALLEY.  LEAVE U.S. 91 AND GO E 25 YARDS AND GO
 JO0529'THRU GATE.  FOLLOW TRACK ROAD E 0.5 MILE TO CORRAL AND RESERVOIR.
 JO0529'TURN R, S, TOWARD OLD LOG HOUSE 0.15 MILE TO FORK.  TAKE
 JO0529'L FORK TO L OF OLD LOG HOUSE AND GO SE AND E TO FENCE CORNER.
 JO0529'TURN R, S, ALONG FENCE ON TRACK ROAD AND GO 0.5 MILE TO GATE.
 JO0529'GO THRU GATE AND TURN SHARP L, E, ALONG FENCE AND GO 0.45 MILE
 JO0529'TO FENCE CORNER.  KEEP R ON TRACK ROAD AND GO SE 0.35 MILE
 JO0529'TO A N-S FENCE AND CORRAL.  GO THRU CORRAL, THEN E 0.05 MILE
 JO0529'TO FORK.  TAKE R FORK AND GO 0.15 MILE TO INTERSECTION WITH
 JO0529'A N-S TRACK ROAD.  TURN R AND GO S 0.15 MILE TO AZIMUTH
 JO0529'MARK 52 FEET E OF ROAD.  CONTINUE SE AND E ON TRACK ROAD
 JO0529'1.0 MILE TO FOOT OF HIGHEST PEAK AND END OF TRUCK TRAVEL.
 JO0529'THENCE CLIMB E UP STEEP SLOPE TO HIGHEST POINT AND STATION.
 JO0529'IT IS A TWO HOUR PACK.
 JO0529
 JO0529                          STATION RECOVERY (1947)
 JO0529
 JO0529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 JO0529'THE STATION AND TWO REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 JO0529'AS DESCRIBED, EXCEPT A SLIGHT DIFFERENCE IN DIRECTION TO BOTH
 JO0529'REFERENCE MARKS ALSO TO THE TWO CHISLED CROSSES, USFS REFERENCE
 JO0529'MARKS NO. 1 AND NO. 2.  THE OLD AZIMUTH MARK WAS NOT FOUND, A NEW
 JO0529'ONE WAS ESTABLISHED.
 JO0529'
 JO0529'THE STATION IS LOCATED ABOUT 4.0 MILES AIR LINE NORTHEAST
 JO0529'OF COVE FORT ON A HIGH PROMINENT POINT NEAR THE WEST BOUNDARY
 JO0529'OF FILLMORE NATIONAL FOREST, ON A PEAK WHICH SLOPES GENTLY TO
 JO0529'THE EAST, WEST AND SOUTH BUT DROPS RATHER ABRUPTLY TO NORTH,
 JO0529'12 FEET SOUTH OF THE NORTH BRIM, A BRONZE DISK,
 JO0529'PROJECTS 8 INCHES AND IS STAMPED USFS NO 9 ECC 1919
 JO0529'1938.
 JO0529'
 JO0529'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN THE
 JO0529'STATION, 9 FEET SOUTH OF THE NORTH BRIM ON THE EAST SLOPE, A BRONZE
 JO0529'DISK AS DESCRIBED IN, FLUSH AND IS STAMPED USFS NO 9
 JO0529'ECC NO 1 1919 1938.
 JO0529'
 JO0529'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 JO0529'STATION, ON THE WEST BRIM, 3 FEET SOUTH OF THE NORTH BRIM,
 JO0529'A BRONZE DISK AS DESCRIBED IN, PROJECTS 10 INCHES
 JO0529'AND IS STAMPED USFS NO 9 ECC NO 2 1919 1938.
 JO0529'
 JO0529'REFERENCE MARK USFS NO. 1 IS A CHISLED CROSS ON A OUTCROPPING
 JO0529'BOULDER, APPROX. 1 FOOT LOWER THAN THE STATION, PROJECTS
 JO0529'8 INCHES AND IS INSCRIBED MW 9.
 JO0529'
 JO0529'REFERENCE MARK USFS NO. 2 IS A CHISLED CROSS ON A OUTCROPPING
 JO0529'LEDGE, APPROX. 3 FEET LOWER THAN THE STATION, ON THE NORTH
 JO0529'BRIM, FLUSH AND IS INSCRIBED MW 9.
 JO0529'
 JO0529'THE AZIMUTH MARK IS LOCATED ALONG TRACK ROAD TO STATION AT
 JO0529'THE NORTH END OF THE VALLEY STOCK CORRAL, 17 PACES NORTH OF
 JO0529'THE NORTH GATE, ABOUT 40 PACES EAST OF A NORTH-SOUTH FENCE
 JO0529'LINE, 2 FEET NORTH OF A WHITE 4X4 WITNESS POST, A BRONZE
 JO0529'DISK, FLUSH AND IS STAMPED USFS 9
 JO0529'ECC 1947.
 JO0529'
 JO0529'TO REACH FROM KANOSH.  GO SOUTHWEST ON U.S. HIGHWAY 91 FOR
 JO0529'16.0 MILES TO A DIM TRACK ROAD ON LEFT AT THE SOUTH SIDE OF A
 JO0529'LARGE OPEN VALLEY.  THIS IS 5.4 MILES NORTHEAST OF COVE FORT,
 JO0529'TURN LEFT (E) ON DIM TRACK ROAD AND FOLLOW TRACKS FOR 1.2 MILE
 JO0529'TO A GATE IN AN EAST-WEST FENCE LINE.  CONTINUE EAST ON TRACK
 JO0529'ROAD ALONG THE SOUTH SIDE OF THE FENCE LINE FOR 0.9 MILE TO A
 JO0529'NORTH-SOUTH FENCE LINE AND VALLEY STOCK CORRAL.  GO THROUGH
 JO0529'THE CORRAL AND CONTINUE FOR 0.05 MILE TO A FORK AND AZIMUTH
 JO0529'MARK AS DESCRIBED ABOVE.  TAKE THE RIGHT FORK AND GO 0.15
 JO0529'MILE TO INTERSECTION WITH NORTH-SOUTH TRACK ROAD.  TURN RIGHT
 JO0529'(S) FOR 1.15 MILE ANGLING TOWARD THE EAST TO THE FOOT OF
 JO0529'THE HIGHEST PEAK AND THE END OF TRUCK TRAVEL.  PACK EAST UP STEEP
 JO0529'SLOPE TO HIGHEST POINT AND STATION.  A 2 HOUR PACK.
 JO0529'
 JO0529'OBSERVATIONS MADE FROM A 1.2 M TRIPOD.
 JO0529
 JO0529                          STATION RECOVERY (2020)
 JO0529
 JO0529'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (TWG)
 JO0529'DID NOT SEARCH FOR REFERENCE MARKS AS THERE WAS STILL SNOW ON THE
 JO0529'SUMMIT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0650 ***********************************************************************
 MS0650  DESIGNATION -  9 FMK
 MS0650  PID         -  MS0650
 MS0650  STATE/COUNTY-  UT/BOX ELDER
 MS0650  COUNTRY     -  US
 MS0650  USGS QUAD   -  WARM SPRING HILLS (2017)
 MS0650
 MS0650                         *CURRENT SURVEY CONTROL
 MS0650  ______________________________________________________________________
 MS0650* NAD 83(1986) POSITION- 41 40 24.     (N) 113 32 37.     (W)   SCALED
 MS0650* NAVD 88 ORTHO HEIGHT -  1562.137 (meters)     5125.11  (feet) ADJUSTED
 MS0650  ______________________________________________________________________
 MS0650  GEOID HEIGHT    -        -15.682 (meters)                     GEOID18
 MS0650  DYNAMIC HEIGHT  -       1560.990 (meters)     5121.35  (feet) COMP
 MS0650  MODELED GRAVITY -    979,833.6   (mgal)                       NAVD 88
 MS0650
 MS0650  VERT ORDER      -  FIRST     CLASS II
 MS0650
 MS0650.The horizontal coordinates were scaled from a map and have
 MS0650.an estimated accuracy of +/- 6 seconds.
 MS0650
 MS0650.The orthometric height was determined by differential leveling and
 MS0650.adjusted by the NATIONAL GEODETIC SURVEY
 MS0650.in June 1991.
 MS0650
 MS0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0650.GEOID18 height accuracy estimate available here.
 MS0650
 MS0650.Click photographs - Photos may exist for this station.
 MS0650
 MS0650.The dynamic height is computed by dividing the NAVD 88
 MS0650.geopotential number by the normal gravity value computed on the
 MS0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0650.degrees latitude (g = 980.6199 gals.).
 MS0650
 MS0650.The modeled gravity was interpolated from observed gravity values.
 MS0650
 MS0650;                    North         East    Units  Estimated Accuracy
 MS0650;SPC UT N     - 1,150,810.      329,840.      MT  (+/- 180 meters Scaled)
 MS0650
 MS0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM882166(NAD 83)
 MS0650
 MS0650                          SUPERSEDED SURVEY CONTROL
 MS0650
 MS0650.No superseded survey control is available for this station.
 MS0650
 MS0650_MARKER: DD = SURVEY DISK
 MS0650_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0650_STAMPING: 9 FMK 1971 5121
 MS0650_MARK LOGO: USGS
 MS0650_PROJECTION: PROJECTING
 MS0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0650_ROD/PIPE-DEPTH: 4.6 meters
 MS0650
 MS0650  HISTORY     - Date     Condition        Report By
 MS0650  HISTORY     - 1971     MONUMENTED       USGS
 MS0650  HISTORY     - 1984     GOOD             NGS
 MS0650
 MS0650                          STATION DESCRIPTION
 MS0650
 MS0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0650'29.2 KM (18.1 MI) SW FROM PARK VALLEY.
 MS0650'29.19 KM (18.14 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0650'AT PARK VALLEY, AT A WOOD BRACE IN THE WEST RIGHT OF WAY FENCE,
 MS0650'0.39 KM (0.24 MI) SOUTH OF A T JUNCTION OF A DIRT ROAD LEADING EAST,
 MS0650'0.47 KM (0.29 MI) SOUTH OF MILEPOST 38, 23.3 METERS (76.5 FT) WEST
 MS0650'ACROSS A BORROW DITCH FROM THE HIGHWAY CENTERLINE, 88.7 METERS
 MS0650'(291 FT) SOUTH OF THE WEST END OF A 24-INCH CORRUGATED METAL PIPE
 MS0650'CULVERT, 4.6 METERS (15 FT) NORTH OF THE NORTH BRACE POST IN THE RIGHT
 MS0650'OF WAY FENCE AND 0.15 METER (0.5 FT) EAST OF THE FENCE.
 MS0650'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 MS0650'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0395 ***********************************************************************
 KM0395  DESIGNATION -  9 FMK
 KM0395  PID         -  KM0395
 KM0395  STATE/COUNTY-  UT/GRAND
 KM0395  COUNTRY     -  US
 KM0395  USGS QUAD   -  BITTER CREEK WELL (2017)
 KM0395
 KM0395                         *CURRENT SURVEY CONTROL
 KM0395  ______________________________________________________________________
 KM0395* NAD 83(1986) POSITION- 39 12 23.52   (N) 109 03 04.28   (W)   HD_HELD1
 KM0395* NAVD 88 ORTHO HEIGHT -  1446.637 (meters)     4746.17  (feet) POSTED
 KM0395  ______________________________________________________________________
 KM0395  GEOID HEIGHT    -        -17.891 (meters)                     GEOID18
 KM0395  DYNAMIC HEIGHT  -       1445.24  (meters)     4741.6   (feet) COMP
 KM0395  MODELED GRAVITY -    979,613.5   (mgal)                       NAVD 88
 KM0395
 KM0395  VERT ORDER      -  * POSTED, SEE BELOW
 KM0395
 KM0395.The horizontal coordinates were determined by differentially corrected
 KM0395.hand held GPS observations or other comparable positioning techniques
 KM0395.and have an estimated accuracy of +/- 3 meters.
 KM0395
 KM0395.The orthometric height was determined by differential leveling
 KM0395.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0395
 KM0395.* This is a POSTED BENCH MARK height.
 KM0395
 KM0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0395.GEOID18 height accuracy estimate available here.
 KM0395
 KM0395.Click photographs - Photos may exist for this station.
 KM0395
 KM0395.The dynamic height is computed by dividing the NAVD 88
 KM0395.geopotential number by the normal gravity value computed on the
 KM0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0395.degrees latitude (g = 980.6199 gals.).
 KM0395
 KM0395.The modeled gravity was interpolated from observed gravity values.
 KM0395
 KM0395;                    North         East    Units  Estimated Accuracy
 KM0395;SPC UT C     - 2,099,837.7     711,478.4     MT  (+/- 3 meters HH1 GPS) 
 KM0395
 KM0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ6826541505(NAD 83)
 KM0395
 KM0395                          SUPERSEDED SURVEY CONTROL
 KM0395
 KM0395  NGVD 29 (??/??/92) 1445.54   (m)         4742.6    (f) COMPUTED    2 0
 KM0395
 KM0395.Superseded values are not recommended for survey control.
 KM0395
 KM0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0395.See file dsdata.pdf to determine how the superseded data were derived.
 KM0395
 KM0395_MARKER: DB = BENCH MARK DISK
 KM0395_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0395_STAMPING: 9 FMK 1969 4743
 KM0395_MARK LOGO: USGS
 KM0395_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0395+SATELLITE: SATELLITE OBSERVATIONS - 1969
 KM0395
 KM0395  HISTORY     - Date     Condition        Report By
 KM0395  HISTORY     - 1969     MONUMENTED       USGS
 KM0395  HISTORY     - 20051213 POOR             GEOCAC
 KM0395
 KM0395                          STATION DESCRIPTION
 KM0395
 KM0395'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0395'FROM MACK, COLORADO, PROCEED 12.0 MILES NORTHWEST ALONG U. S.
 KM0395'HIGHWAYS 6 AND 50, AT COLORADO-UTAH STATE LINE CROSSING, 79 FEET
 KM0395'SOUTH OF UTAH-COLORADO STATE LINE MONUMENT, 54 FEET SOUTH OF THE
 KM0395'CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH OF A 5X10-INCH CONCRETE POST
 KM0395'PROJECTING 3.5 FEET MARKED -FED AID 242 D-, SET ON 10 FEET OF
 KM0395'COPPER-COATED STEEL ROD ENCASED IN A 6-INCH CONCRETE PIPE WHICH IS
 KM0395'FLUSH WITH THE GROUND.
 KM0395
 KM0395                          STATION RECOVERY (2005)
 KM0395
 KM0395'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0395'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5797 ***********************************************************************
 AI5797  HT_MOD      -  This is a Height Modernization Survey Station.
 AI5797  CBN         -  This is a Cooperative Base Network Control Station.
 AI5797  DESIGNATION -  9 JRH
 AI5797  PID         -  AI5797
 AI5797  STATE/COUNTY-  UT/WEBER
 AI5797  COUNTRY     -  US
 AI5797  USGS QUAD   -  MONTE CRISTO PEAK (2017)
 AI5797
 AI5797                         *CURRENT SURVEY CONTROL
 AI5797  ______________________________________________________________________
 AI5797* NAD 83(2011) POSITION- 41 25 11.15139(N) 111 35 31.69601(W)   ADJUSTED
 AI5797* NAD 83(2011) ELLIP HT-  2164.498 (meters)        (06/27/12)   ADJUSTED
 AI5797* NAD 83(2011) EPOCH   -  2010.00
 AI5797* NAVD 88 ORTHO HEIGHT -  2179.63  (meters)     7151.0   (feet) GPS OBS
 AI5797  ______________________________________________________________________
 AI5797  GEOID HEIGHT    -        -15.080 (meters)                     GEOID18
 AI5797  NAD 83(2011) X  - -1,763,257.915 (meters)                     COMP
 AI5797  NAD 83(2011) Y  - -4,455,267.201 (meters)                     COMP
 AI5797  NAD 83(2011) Z  -  4,198,925.996 (meters)                     COMP
 AI5797  LAPLACE CORR    -          4.57  (seconds)                    DEFLEC18
 AI5797
 AI5797  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5797  Standards:
 AI5797         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5797            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5797  -------------------------------------------------------------------
 AI5797  NETWORK    0.25   0.51           0.11   0.09   0.26     -0.02254281
 AI5797  -------------------------------------------------------------------
 AI5797  Click here for local accuracies and other accuracy information.
 AI5797
 AI5797.The horizontal coordinates were established by GPS observations
 AI5797.and adjusted by the National Geodetic Survey in June 2012.
 AI5797
 AI5797.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5797.been affixed to the stable North American tectonic plate. See 
 AI5797.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5797
 AI5797.The horizontal coordinates are valid at the epoch date displayed above
 AI5797.which is a decimal equivalence of Year/Month/Day.
 AI5797
 AI5797.The orthometric height was determined by GPS observations and a
 AI5797.high-resolution geoid model using precise GPS observation and
 AI5797.processing techniques.
 AI5797
 AI5797.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5797.GEOID18 height accuracy estimate available here.
 AI5797
 AI5797.Click photographs - Photos may exist for this station.
 AI5797
 AI5797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5797
 AI5797.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5797
 AI5797.The ellipsoidal height was determined by GPS observations
 AI5797.and is referenced to NAD 83.
 AI5797
 AI5797. The following values were computed from the NAD 83(2011) position.
 AI5797
 AI5797;                    North         East     Units Scale Factor Converg.
 AI5797;SPC UT N     - 1,120,653.040   492,297.661   MT  0.99996118   -0 03 38.7
 AI5797;SPC UT N     - 3,676,675.85  1,615,146.58   sFT  0.99996118   -0 03 38.7
 AI5797;UTM  12      - 4,585,525.745   450,517.477   MT  0.99963013   -0 23 30.3
 AI5797
 AI5797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5797!SPC UT N     -   0.99966061  x   0.99996118  =   0.99962180
 AI5797!UTM  12      -   0.99966061  x   0.99963013  =   0.99929086
 AI5797
 AI5797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL5051785525(NAD 83)
 AI5797
 AI5797                          SUPERSEDED SURVEY CONTROL
 AI5797
 AI5797  NAD 83(2007)-  41 25 11.15105(N)    111 35 31.69693(W) AD(2002.00) 0
 AI5797  ELLIP H (02/10/07) 2164.510  (m)                       GP(2002.00)    
 AI5797  NAD 83(1994)-  41 25 11.15054(N)    111 35 31.69646(W) AD(       ) A
 AI5797  ELLIP H (06/28/00) 2164.530  (m)                       GP(       ) 4 1
 AI5797  NAVD 88 (01/04/12) 2179.6    (m)  GEOID09  model used  GPS OBS        
 AI5797  NAVD 88 (06/28/00) 2179.6    (m)  GEOID99  model used  GPS OBS        
 AI5797
 AI5797.Superseded values are not recommended for survey control.
 AI5797
 AI5797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5797.See file dsdata.pdf to determine how the superseded data were derived.
 AI5797
 AI5797_MARKER: DB = BENCH MARK DISK
 AI5797_SETTING: 66 = SET IN ROCK OUTCROP
 AI5797_STAMPING: 9 JRH 7146 1958
 AI5797_MARK LOGO: USGS
 AI5797_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI5797+STABILITY: POSITION/ELEVATION WELL
 AI5797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5797+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2020
 AI5797
 AI5797  HISTORY     - Date     Condition        Report By
 AI5797  HISTORY     - 1999     MONUMENTED       USGS
 AI5797  HISTORY     - 19990617 GOOD             UT-057
 AI5797  HISTORY     - 20150610 GOOD             UT-057
 AI5797  HISTORY     - 20200915 GOOD             DEWDAV
 AI5797
 AI5797                          STATION DESCRIPTION
 AI5797
 AI5797'DESCRIBED BY WEBER COUNTY UTAH 1999 (EDR)
 AI5797'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 22 T8N R3E,
 AI5797'SALT LAKE BASE AND MERIDIAN, ABOUT 55.5 KM (34.50 MI) WEST-NORTHWEST
 AI5797'OF EVANSTON, WY, 37.8 KM (23.50 MI) NORTHEAST OF OGDEN AND 30.6 KM
 AI5797'(19.00 MI) EAST-SOUTHEAST OF BRIGHAM CITY.  OWNERSHIP--BAILEY FAMILY
 AI5797'1991 TRUST, C/O TRUST REAL ESTATE FSB, PO BOX 30007, SALT LAKE CITY,
 AI5797'UT 84130.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 39 AND 166, ON
 AI5797'THE EAST SIDE OF HUNTSVILLE, GO EASTERLY AND NORTHERLY ON HIGHWAY 39
 AI5797'FOR 26.7 KM (16.60 MI) TO A GRAVEL ROAD ON THE LEFT, HARDWARE RANCH
 AI5797'ROAD.  TURN LEFT AND GO NORTH FOR 1.29 KM (0.80 MI) TO A DIRT ROAD
 AI5797'LEFT.  TURN LEFT AND GO WEST FOR 0.16 KM (0.10 MI) TO A ROCKY OUTCROP
 AI5797'AND THE STATION ON THE LEFT.  THE STATION IS A USGS BENCH MARK DISK
 AI5797'SET IN A ROCK OUTCROP ABOUT 6.1 M (20.0 FT) SOUTH OF THE DIRT ROAD.
 AI5797
 AI5797                          STATION RECOVERY (2015)
 AI5797
 AI5797'RECOVERY NOTE BY WEBER COUNTY UTAH 2015 (DJM)
 AI5797'RECOVERED AS DESCRIBED. INSTALLED AN ORANGE CARSONITE WITNESS POST.
 AI5797
 AI5797                          STATION RECOVERY (2020)
 AI5797
 AI5797'RECOVERY NOTE BY DEWBERRY DAVIS 2020 (DEI)
 AI5797'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0653 ***********************************************************************
 HO0653  DESIGNATION -  9 LRC
 HO0653  PID         -  HO0653
 HO0653  STATE/COUNTY-  UT/WASHINGTON
 HO0653  COUNTRY     -  US
 HO0653  USGS QUAD   -  CASTLE CLIFF (2017)
 HO0653
 HO0653                         *CURRENT SURVEY CONTROL
 HO0653  ______________________________________________________________________
 HO0653* NAD 83(1986) POSITION- 37 06 47.     (N) 113 59 11.     (W)   SCALED
 HO0653* NAVD 88 ORTHO HEIGHT -  1003.618 (meters)     3292.70  (feet) POSTED
 HO0653  ______________________________________________________________________
 HO0653  GEOID HEIGHT    -        -25.011 (meters)                     GEOID18
 HO0653  DYNAMIC HEIGHT  -       1002.60  (meters)     3289.4   (feet) COMP
 HO0653  MODELED GRAVITY -    979,584.3   (mgal)                       NAVD 88
 HO0653
 HO0653  VERT ORDER      -  * POSTED, SEE BELOW
 HO0653
 HO0653.The horizontal coordinates were scaled from a map and have
 HO0653.an estimated accuracy of +/- 6 seconds.
 HO0653
 HO0653.The orthometric height was determined by differential leveling
 HO0653.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0653
 HO0653.* This is a POSTED BENCH MARK height.
 HO0653
 HO0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0653.GEOID18 height accuracy estimate available here.
 HO0653
 HO0653.Click photographs - Photos may exist for this station.
 HO0653
 HO0653.The dynamic height is computed by dividing the NAVD 88
 HO0653.geopotential number by the normal gravity value computed on the
 HO0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0653.degrees latitude (g = 980.6199 gals.).
 HO0653
 HO0653.The modeled gravity was interpolated from observed gravity values.
 HO0653
 HO0653;                    North         East    Units  Estimated Accuracy
 HO0653;SPC UT S     - 3,052,480.      279,030.      MT  (+/- 180 meters Scaled)
 HO0653
 HO0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG346115(NAD 83)
 HO0653
 HO0653                          SUPERSEDED SURVEY CONTROL
 HO0653
 HO0653  NGVD 29 (??/??/92) 1002.84   (m)         3290.2    (f) COMPUTED    2 0
 HO0653
 HO0653.Superseded values are not recommended for survey control.
 HO0653
 HO0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0653.See file dsdata.pdf to determine how the superseded data were derived.
 HO0653
 HO0653_MARKER: DD = SURVEY DISK
 HO0653_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0653_STAMPING: 9 LRC 1973 3290
 HO0653_MARK LOGO: USGS
 HO0653_PROJECTION: FLUSH
 HO0653_MAGNETIC: I = MARKER IS A STEEL ROD
 HO0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0653+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HO0653
 HO0653  HISTORY     - Date     Condition        Report By
 HO0653  HISTORY     - 1973     MONUMENTED       USGS
 HO0653
 HO0653                          STATION DESCRIPTION
 HO0653
 HO0653'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (LRC)
 HO0653'FROM THE POST OFFICE IN MESQUITE, UTAH, PROCEED 30.1 MILES NORTHEAST
 HO0653'ALONG U S HIGHWAY 91 TO A POINT 7.7 MILES NORTHWEST OF CASTLE ROCK
 HO0653'CLIFF, ALONG LYTLE RANCH ROAD TO A SLIGHT RISE SOUTH OF A
 HO0653'CATTLEGUARD, 76 FEET NORTHEAST OF A DRAIN CROSSING, 47 FEET EAST OF
 HO0653'THE CENTER OF THE ROAD, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO
 HO0653'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0564 ***********************************************************************
 MS0564  DESIGNATION -  90 FMK
 MS0564  PID         -  MS0564
 MS0564  STATE/COUNTY-  UT/BOX ELDER
 MS0564  COUNTRY     -  US
 MS0564  USGS QUAD   -  CROCODILE MOUNTAIN SE (2017)
 MS0564
 MS0564                         *CURRENT SURVEY CONTROL
 MS0564  ______________________________________________________________________
 MS0564* NAD 83(1986) POSITION- 41 30 27.     (N) 113 05 27.     (W)   SCALED
 MS0564* NAVD 88 ORTHO HEIGHT -  1295.380 (meters)     4249.93  (feet) ADJUSTED
 MS0564  ______________________________________________________________________
 MS0564  GEOID HEIGHT    -        -16.205 (meters)                     GEOID18
 MS0564  DYNAMIC HEIGHT  -       1294.502 (meters)     4247.05  (feet) COMP
 MS0564  MODELED GRAVITY -    979,900.5   (mgal)                       NAVD 88
 MS0564
 MS0564  VERT ORDER      -  SECOND    CLASS 0
 MS0564
 MS0564.The horizontal coordinates were scaled from a map and have
 MS0564.an estimated accuracy of +/- 6 seconds.
 MS0564
 MS0564.The orthometric height was determined by differential leveling and
 MS0564.adjusted by the NATIONAL GEODETIC SURVEY
 MS0564.in June 1991.
 MS0564
 MS0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0564.GEOID18 height accuracy estimate available here.
 MS0564
 MS0564.Click photographs - Photos may exist for this station.
 MS0564
 MS0564.The dynamic height is computed by dividing the NAVD 88
 MS0564.geopotential number by the normal gravity value computed on the
 MS0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0564.degrees latitude (g = 980.6199 gals.).
 MS0564
 MS0564.The modeled gravity was interpolated from observed gravity values.
 MS0564
 MS0564;                    North         East    Units  Estimated Accuracy
 MS0564;SPC UT N     - 1,131,610.      367,200.      MT  (+/- 180 meters Scaled)
 MS0564
 MS0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL255972(NAD 83)
 MS0564
 MS0564                          SUPERSEDED SURVEY CONTROL
 MS0564
 MS0564  NGVD 29 (??/??/92) 1294.382  (m)         4246.65   (f) ADJ UNCH    2 0
 MS0564
 MS0564.Superseded values are not recommended for survey control.
 MS0564
 MS0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0564.See file dsdata.pdf to determine how the superseded data were derived.
 MS0564
 MS0564_MARKER: DB = BENCH MARK DISK
 MS0564_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0564+WITH SETTING: INFORMATION.
 MS0564_STAMPING: 90 FMK 1966
 MS0564_MARK LOGO: USGS
 MS0564_PROJECTION: FLUSH
 MS0564_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0564_ROD/PIPE-DEPTH: 2.44 meters
 MS0564
 MS0564  HISTORY     - Date     Condition        Report By
 MS0564  HISTORY     - 1966     MONUMENTED       USGS
 MS0564
 MS0564                          STATION DESCRIPTION
 MS0564
 MS0564'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0564'29.1 KM (18.10 MI) SW FROM KELTON.
 MS0564'2.5 MILES WEST OF KELTON, ALONG BLM ROAD TO LUCIN-HOGUP JCT., THENCE
 MS0564'15.6 MILES SOUTH, NEAR A DIRT STOCK TANK, 242 FEET SOUTH AND 52 FEET
 MS0564'EAST OF THE INTERSECTION OF A DRAINAGE DITCH AND THE ROAD, 183 FEET
 MS0564'NORTH OF THE CENTER OF A STOCK TANK.
 MS0564'THE MARK IS 1 FT  W FROM  A WITNESS POST
 MS0564'THE MARK IS ABOVE LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0352 ***********************************************************************
 HN0352  DESIGNATION -  90 WF
 HN0352  PID         -  HN0352
 HN0352  STATE/COUNTY-  UT/GARFIELD
 HN0352  COUNTRY     -  US
 HN0352  USGS QUAD   -  TENMILE FLAT (2017)
 HN0352
 HN0352                         *CURRENT SURVEY CONTROL
 HN0352  ______________________________________________________________________
 HN0352* NAD 83(1986) POSITION- 37 37 55.     (N) 111 26 38.     (W)   SCALED
 HN0352* NAVD 88 ORTHO HEIGHT -  1631.029 (meters)     5351.13  (feet) ADJUSTED
 HN0352  ______________________________________________________________________
 HN0352  GEOID HEIGHT    -        -20.974 (meters)                     GEOID18
 HN0352  DYNAMIC HEIGHT  -       1629.176 (meters)     5345.05  (feet) COMP
 HN0352  MODELED GRAVITY -    979,437.1   (mgal)                       NAVD 88
 HN0352
 HN0352  VERT ORDER      -  SECOND    CLASS 0
 HN0352
 HN0352.The horizontal coordinates were scaled from a map and have
 HN0352.an estimated accuracy of +/- 6 seconds.
 HN0352
 HN0352.The orthometric height was determined by differential leveling and
 HN0352.adjusted by the NATIONAL GEODETIC SURVEY
 HN0352.in June 1991.
 HN0352
 HN0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0352.GEOID18 height accuracy estimate available here.
 HN0352
 HN0352.Click photographs - Photos may exist for this station.
 HN0352
 HN0352.The dynamic height is computed by dividing the NAVD 88
 HN0352.geopotential number by the normal gravity value computed on the
 HN0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0352.degrees latitude (g = 980.6199 gals.).
 HN0352
 HN0352.The modeled gravity was interpolated from observed gravity values.
 HN0352
 HN0352;                    North         East    Units  Estimated Accuracy
 HN0352;SPC UT S     - 3,107,130.      504,950.      MT  (+/- 180 meters Scaled)
 HN0352
 HN0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG608650(NAD 83)
 HN0352
 HN0352                          SUPERSEDED SURVEY CONTROL
 HN0352
 HN0352  NGVD 29 (??/??/92) 1629.907  (m)         5347.45   (f) ADJ UNCH    2 0
 HN0352
 HN0352.Superseded values are not recommended for survey control.
 HN0352
 HN0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0352.See file dsdata.pdf to determine how the superseded data were derived.
 HN0352
 HN0352_MARKER: DD = SURVEY DISK
 HN0352_SETTING: 80 = SET IN A BOULDER
 HN0352_STAMPING: 90 W.F. 1952 5348
 HN0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0352+STABILITY: SURFACE MOTION
 HN0352
 HN0352  HISTORY     - Date     Condition        Report By
 HN0352  HISTORY     - 1952     MONUMENTED       USGS
 HN0352  HISTORY     - 1963     GOOD             CGS
 HN0352
 HN0352                          STATION DESCRIPTION
 HN0352
 HN0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0352'13.1 MI SE FROM ESCALANTE.
 HN0352'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0352'AT ESCALANTE, THENCE 8.1 MILES SOUTHEAST ALONG A DIRT ROAD, 0.2 MILE
 HN0352'SOUTH OF THE CROSSING OF A DEEP WASH, AT HALFWAY HOLLOW, IN THE TOP OF
 HN0352'A 2- BY 2-FOOT SANDSTONE BOULDER WHICH PROJECTS ABOUT 1/2 FOOT ABOVE
 HN0352'THE GROUND, 25 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET WEST
 HN0352'OF A WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0408 ***********************************************************************
 LP0408  DESIGNATION -  9065
 LP0408  PID         -  LP0408
 LP0408  STATE/COUNTY-  UT/SALT LAKE
 LP0408  COUNTRY     -  US
 LP0408  USGS QUAD   -  BINGHAM CANYON (2017)
 LP0408
 LP0408                         *CURRENT SURVEY CONTROL
 LP0408  ______________________________________________________________________
 LP0408* NAD 83(1994) POSITION- 40 30 00.42469(N) 112 10 33.23514(W)   ADJUSTED
 LP0408* NAVD 88 ORTHO HEIGHT -  2764.3   (meters)     9069.    (feet) VERTCON3
 LP0408  ______________________________________________________________________
 LP0408  GEOID HEIGHT    -        -16.865 (meters)                     GEOID18
 LP0408  LAPLACE CORR    -          0.92  (seconds)                    DEFLEC18
 LP0408  HORZ ORDER      -  SECOND
 LP0408
 LP0408.The horizontal coordinates were established by classical geodetic methods
 LP0408.and adjusted by the National Geodetic Survey in November 1997.
 LP0408
 LP0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0408
 LP0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0408.GEOID18 height accuracy estimate available here.
 LP0408
 LP0408.Click photographs - Photos may exist for this station.
 LP0408
 LP0408.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0408
 LP0408. The following values were computed from the NAD 83(1994) position.
 LP0408
 LP0408;                    North         East     Units Scale Factor Converg.
 LP0408;SPC UT C     - 2,240,776.645   442,708.168   MT  0.99996616   -0 25 58.7
 LP0408;SPC UT C     - 7,351,614.71  1,452,451.71   sFT  0.99996616   -0 25 58.7
 LP0408;UTM  12      - 4,483,931.916   400,360.638   MT  0.99972220   -0 45 49.5
 LP0408
 LP0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0408!SPC UT C     -   0.99956920  x   0.99996616  =   0.99953538
 LP0408!UTM  12      -   0.99956920  x   0.99972220  =   0.99929152
 LP0408
 LP0408:                Primary Azimuth Mark                     Grid Az
 LP0408:SPC UT C     -  AIRWAY BN 60 SW OF RIVERTON              107 57 21.2
 LP0408:UTM  12      -  AIRWAY BN 60 SW OF RIVERTON              108 17 12.0
 LP0408
 LP0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK0036083931(NAD 83)
 LP0408
 LP0408|---------------------------------------------------------------------|
 LP0408| PID    Reference Object                     Distance      Geod. Az  |
 LP0408|                                                           dddmmss.s |
 LP0408| CM4261 9065 RM 1                                          07033     |
 LP0408| LP0436 AIRWAY BN 60 SW OF RIVERTON         APPROX.12.2 KM 1073122.5 |
 LP0408| CM4262 9065 RM 2                            12.430 METERS 17705     |
 LP0408|---------------------------------------------------------------------|
 LP0408
 LP0408                          SUPERSEDED SURVEY CONTROL
 LP0408
 LP0408  NAD 83(1993)-  40 30 00.42311(N)    112 10 33.23254(W) AD(       ) 2
 LP0408  NAD 83(1986)-  40 30 00.41452(N)    112 10 33.22903(W) AD(       ) 2
 LP0408  NAD 27      -  40 30 00.60239(N)    112 10 30.43830(W) AD(       ) 2
 LP0408  NGVD 29 (07/19/86) 2763.0    (m)         9065.     (f) VERT ANG       
 LP0408
 LP0408.Superseded values are not recommended for survey control.
 LP0408
 LP0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0408.See file dsdata.pdf to determine how the superseded data were derived.
 LP0408
 LP0408_MARKER: DD = SURVEY DISK
 LP0408_SETTING: 80 = SET IN A BOULDER
 LP0408_STAMPING: 9065
 LP0408_MARK LOGO: USGS
 LP0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0408+STABILITY: SURFACE MOTION
 LP0408
 LP0408  HISTORY     - Date     Condition        Report By
 LP0408  HISTORY     - 1974     MONUMENTED       USGS
 LP0408  HISTORY     - 20020605 MARK NOT FOUND   INDIV
 LP0408
 LP0408                          STATION DESCRIPTION
 LP0408
 LP0408'DESCRIBED BY US GEOLOGICAL SURVEY 1974 (RS)
 LP0408'THE STATION IS ABOUT 7.0 MILES WEST OF HERRIMAN, 4.0 MILES
 LP0408'WEST-SOUTHWEST OF LARK, AND 2.0 MILES SOUTHWEST OF BINGHAM.
 LP0408'
 LP0408'TO REACH FROM THE INTERSECTION OF UTAH HIGHWAY 111 AND BUTTERFIELD
 LP0408'CANYON ROAD, GO WESTERLY UP BUTTERFIELD CANYON ROAD FOR 5.0 MILES
 LP0408'TO A FORK IN THE DIRT ROAD.  TAKE LEFT FORK AND GO SOUTHEAST FOR
 LP0408'2.4 MILES TO A 3 WAY FORK.  (BUTTERFIELD CANYON SUMMIT).  TAKE
 LP0408'THE RIGHT FORK AND GO NORTHERLY FOR 2.6 MILES TO A DIRT TRACK
 LP0408'ROAD RIGHT.  TURN RIGHT ON DIRT TRACK ROAD GO SOUTHEAST FOR
 LP0408'ABOUT 250 FEET TO A ROAD GOING NORTH-EASTERLY UP A STEEP HILL.
 LP0408'TAKE THIS ROAD AND GO 0.2 MILE TO THE TOP OF A BARE HILL AND
 LP0408'THE STATION.
 LP0408'
 LP0408'STATION IS A BRASS U.S. GEOLOGICAL SURVEY MARKER CHISELED
 LP0408'AND CEMENTED IN AN 18 IN X 21 IN X 7 IN ROCK WITH A 2 INCH STEEL
 LP0408'PIPE PROTRUDING ABOVE THIS ROCK.  MARK IS STAMPED ELEVATION ABOVE
 LP0408'SEA LEVEL 9065 FEET DATUM.  MARK IS 9 INCHES ABOVE NATURAL GROUND.
 LP0408'
 LP0408'REFERENCE MARK 1 IS A SALT LAKE COUNTY CIRCULAR BRASS DISK SET
 LP0408'IN A DRILL HOLE IN A ROCK WITH CEMENT.  MARK IS STAMPED RM 1 AND
 LP0408'IS 2 INCHES ABOVE NATURAL GROUND.  IT IS 20.35 FEET NORTHEAST OF
 LP0408'THE STATION.
 LP0408'
 LP0408'REFERENCE MARK 2 IS A SALT LAKE COUNTY CIRCULAR BRASS DISK IN
 LP0408'A MASS OF CEMENT 9 INCHES IN DIAMETER.  MARK IS STAMPED RM 2
 LP0408'AND IS 1 INCH ABOVE NATURAL GROUND.  IT IS 40.78 FEET SOUTHEAST
 LP0408'OF THE STATION.
 LP0408
 LP0408                          STATION RECOVERY (2002)
 LP0408
 LP0408'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GCS)
 LP0408'I ONLY FOUND A METAL ROD STICKING OUT OF THE GROUND ABOUT 4 INCHES ON
 LP0408'THE TOP OF THE HILL DESCRIBED IN THE DATA SHEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0565 ***********************************************************************
 MS0565  DESIGNATION -  91 FMK
 MS0565  PID         -  MS0565
 MS0565  STATE/COUNTY-  UT/BOX ELDER
 MS0565  COUNTRY     -  US
 MS0565  USGS QUAD   -  DOLPHIN ISLAND WEST (2017)
 MS0565
 MS0565                         *CURRENT SURVEY CONTROL
 MS0565  ______________________________________________________________________
 MS0565* NAD 83(1986) POSITION- 41 29 32.     (N) 113 05 06.     (W)   SCALED
 MS0565* NAVD 88 ORTHO HEIGHT -  1304.482 (meters)     4279.79  (feet) ADJUSTED
 MS0565  ______________________________________________________________________
 MS0565  GEOID HEIGHT    -        -16.239 (meters)                     GEOID18
 MS0565  DYNAMIC HEIGHT  -       1303.597 (meters)     4276.88  (feet) COMP
 MS0565  MODELED GRAVITY -    979,899.3   (mgal)                       NAVD 88
 MS0565
 MS0565  VERT ORDER      -  SECOND    CLASS 0
 MS0565
 MS0565.The horizontal coordinates were scaled from a map and have
 MS0565.an estimated accuracy of +/- 6 seconds.
 MS0565
 MS0565.The orthometric height was determined by differential leveling and
 MS0565.adjusted by the NATIONAL GEODETIC SURVEY
 MS0565.in June 1991.
 MS0565
 MS0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0565.GEOID18 height accuracy estimate available here.
 MS0565
 MS0565.Click photographs - Photos may exist for this station.
 MS0565
 MS0565.The dynamic height is computed by dividing the NAVD 88
 MS0565.geopotential number by the normal gravity value computed on the
 MS0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0565.degrees latitude (g = 980.6199 gals.).
 MS0565
 MS0565.The modeled gravity was interpolated from observed gravity values.
 MS0565
 MS0565;                    North         East    Units  Estimated Accuracy
 MS0565;SPC UT N     - 1,129,900.      367,660.      MT  (+/- 180 meters Scaled)
 MS0565
 MS0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL259954(NAD 83)
 MS0565
 MS0565                          SUPERSEDED SURVEY CONTROL
 MS0565
 MS0565  NGVD 29 (??/??/92) 1303.486  (m)         4276.52   (f) ADJ UNCH    2 0
 MS0565
 MS0565.Superseded values are not recommended for survey control.
 MS0565
 MS0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0565.See file dsdata.pdf to determine how the superseded data were derived.
 MS0565
 MS0565_MARKER: DB = BENCH MARK DISK
 MS0565_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0565_STAMPING: 91 FMK 1966
 MS0565_MARK LOGO: USGS
 MS0565_PROJECTION: FLUSH
 MS0565_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0565_ROD/PIPE-DEPTH: 5.79 meters
 MS0565
 MS0565  HISTORY     - Date     Condition        Report By
 MS0565  HISTORY     - 1966     MONUMENTED       USGS
 MS0565
 MS0565                          STATION DESCRIPTION
 MS0565
 MS0565'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0565'30.7 KM (19.10 MI) SW FROM KELTON.
 MS0565'2.5 MILES WEST OF KELTON, ALONG BLM ROAD TO LUCIN-HOGUP JCT., THENCE
 MS0565'16.6 MILES SOUTH, 98 FEET SOUTH AND 54 FEET WEST OF THE INTERSECTION
 MS0565'OF THE ROAD SOUTHWEST AND THE NORTH-SOUTH ROAD.
 MS0565'THE MARK IS 1 FT  S FROM  A WITNESS POST
 MS0565'THE MARK IS 4 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0354 ***********************************************************************
 HN0354  DESIGNATION -  91 WF
 HN0354  PID         -  HN0354
 HN0354  STATE/COUNTY-  UT/GARFIELD
 HN0354  COUNTRY     -  US
 HN0354  USGS QUAD   -  SEEP FLAT (2017)
 HN0354
 HN0354                         *CURRENT SURVEY CONTROL
 HN0354  ______________________________________________________________________
 HN0354* NAD 83(1986) POSITION- 37 36 22.     (N) 111 25 39.     (W)   SCALED
 HN0354* NAVD 88 ORTHO HEIGHT -  1652.021 (meters)     5420.01  (feet) ADJUSTED
 HN0354  ______________________________________________________________________
 HN0354  GEOID HEIGHT    -        -21.101 (meters)                     GEOID18
 HN0354  DYNAMIC HEIGHT  -       1650.136 (meters)     5413.82  (feet) COMP
 HN0354  MODELED GRAVITY -    979,430.7   (mgal)                       NAVD 88
 HN0354
 HN0354  VERT ORDER      -  SECOND    CLASS 0
 HN0354
 HN0354.The horizontal coordinates were scaled from a map and have
 HN0354.an estimated accuracy of +/- 6 seconds.
 HN0354
 HN0354.The orthometric height was determined by differential leveling and
 HN0354.adjusted by the NATIONAL GEODETIC SURVEY
 HN0354.in June 1991.
 HN0354
 HN0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0354.GEOID18 height accuracy estimate available here.
 HN0354
 HN0354.Click photographs - Photos may exist for this station.
 HN0354
 HN0354.The dynamic height is computed by dividing the NAVD 88
 HN0354.geopotential number by the normal gravity value computed on the
 HN0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0354.degrees latitude (g = 980.6199 gals.).
 HN0354
 HN0354.The modeled gravity was interpolated from observed gravity values.
 HN0354
 HN0354;                    North         East    Units  Estimated Accuracy
 HN0354;SPC UT S     - 3,104,270.      506,400.      MT  (+/- 180 meters Scaled)
 HN0354
 HN0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG622621(NAD 83)
 HN0354
 HN0354                          SUPERSEDED SURVEY CONTROL
 HN0354
 HN0354  NGVD 29 (??/??/92) 1650.899  (m)         5416.32   (f) ADJ UNCH    2 0
 HN0354
 HN0354.Superseded values are not recommended for survey control.
 HN0354
 HN0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0354.See file dsdata.pdf to determine how the superseded data were derived.
 HN0354
 HN0354_MARKER: DD = SURVEY DISK
 HN0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0354_STAMPING: 91 W F 1952 5417
 HN0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0354+STABILITY: SURFACE MOTION
 HN0354
 HN0354  HISTORY     - Date     Condition        Report By
 HN0354  HISTORY     - 1952     MONUMENTED       USGS
 HN0354  HISTORY     - 1963     GOOD             CGS
 HN0354
 HN0354                          STATION DESCRIPTION
 HN0354
 HN0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0354'15.15 MI SE FROM ESCALANTE.
 HN0354'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0354'AT ESCALANTE, THENCE 0.15 MILES SOUTHEAST ALONG A DIRT ROAD, 0.55 MILE
 HN0354'SOUTHEAST OF A SEEP FLATS SIGN, 0.45 MILE SOUTHEAST OF A SLICK ROCK
 HN0354'WATER RIGHT HAND COLLETT SIGN, 57 FEET NORTHEAST OF THE CENTER LINE OF
 HN0354'THE ROAD, 65 FEET NORTH OF THE CENTER OF THE EAST END OF A 24-INCH
 HN0354'PIPE CULVERT, 1.7 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH
 HN0354'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 HN0354'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0566 ***********************************************************************
 MS0566  DESIGNATION -  92 FMK
 MS0566  PID         -  MS0566
 MS0566  STATE/COUNTY-  UT/BOX ELDER
 MS0566  COUNTRY     -  US
 MS0566  USGS QUAD   -  DOLPHIN ISLAND WEST (2017)
 MS0566
 MS0566                         *CURRENT SURVEY CONTROL
 MS0566  ______________________________________________________________________
 MS0566* NAD 83(1986) POSITION- 41 28 56.     (N) 113 04 32.     (W)   SCALED
 MS0566* NAVD 88 ORTHO HEIGHT -  1298.447 (meters)     4259.99  (feet) ADJUSTED
 MS0566  ______________________________________________________________________
 MS0566  GEOID HEIGHT    -        -16.277 (meters)                     GEOID18
 MS0566  DYNAMIC HEIGHT  -       1297.564 (meters)     4257.09  (feet) COMP
 MS0566  MODELED GRAVITY -    979,897.9   (mgal)                       NAVD 88
 MS0566
 MS0566  VERT ORDER      -  SECOND    CLASS 0
 MS0566
 MS0566.The horizontal coordinates were scaled from a map and have
 MS0566.an estimated accuracy of +/- 6 seconds.
 MS0566
 MS0566.The orthometric height was determined by differential leveling and
 MS0566.adjusted by the NATIONAL GEODETIC SURVEY
 MS0566.in June 1991.
 MS0566
 MS0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0566.GEOID18 height accuracy estimate available here.
 MS0566
 MS0566.Click photographs - Photos may exist for this station.
 MS0566
 MS0566.The dynamic height is computed by dividing the NAVD 88
 MS0566.geopotential number by the normal gravity value computed on the
 MS0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0566.degrees latitude (g = 980.6199 gals.).
 MS0566
 MS0566.The modeled gravity was interpolated from observed gravity values.
 MS0566
 MS0566;                    North         East    Units  Estimated Accuracy
 MS0566;SPC UT N     - 1,128,780.      368,420.      MT  (+/- 180 meters Scaled)
 MS0566
 MS0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL267943(NAD 83)
 MS0566
 MS0566                          SUPERSEDED SURVEY CONTROL
 MS0566
 MS0566  NGVD 29 (??/??/92) 1297.451  (m)         4256.72   (f) ADJ UNCH    2 0
 MS0566
 MS0566.Superseded values are not recommended for survey control.
 MS0566
 MS0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0566.See file dsdata.pdf to determine how the superseded data were derived.
 MS0566
 MS0566_MARKER: DB = BENCH MARK DISK
 MS0566_SETTING: 66 = SET IN ROCK OUTCROP
 MS0566_STAMPING: 92 FMK 1966
 MS0566_MARK LOGO: USGS
 MS0566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0566+STABILITY: POSITION/ELEVATION WELL
 MS0566
 MS0566  HISTORY     - Date     Condition        Report By
 MS0566  HISTORY     - 1966     MONUMENTED       USGS
 MS0566
 MS0566                          STATION DESCRIPTION
 MS0566
 MS0566'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0566'31.9 KM (19.85 MI) SW FROM KELTON.
 MS0566'2.5 MILES WEST OF KELTON, ALONG BLM ROAD TO LUCIN-HOGUP JCT., THENCE
 MS0566'17.35 MILES SOUTH, 97 FEET WEST, AT THE NORTHEAST BASE OF A ROCK
 MS0566'OUTCROP AT THE END OF A RIDGE.
 MS0566'THE MARK IS 4 FT  S FROM  A WITNESS POST
 MS0566'THE MARK IS 12 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0356 ***********************************************************************
 HN0356  DESIGNATION -  92 WF
 HN0356  PID         -  HN0356
 HN0356  STATE/COUNTY-  UT/GARFIELD
 HN0356  COUNTRY     -  US
 HN0356  USGS QUAD   -  SEEP FLAT (2017)
 HN0356
 HN0356                         *CURRENT SURVEY CONTROL
 HN0356  ______________________________________________________________________
 HN0356* NAD 83(1986) POSITION- 37 35 01.     (N) 111 24 23.     (W)   SCALED
 HN0356* NAVD 88 ORTHO HEIGHT -  1621.915 (meters)     5321.23  (feet) ADJUSTED
 HN0356  ______________________________________________________________________
 HN0356  GEOID HEIGHT    -        -21.233 (meters)                     GEOID18
 HN0356  DYNAMIC HEIGHT  -       1620.064 (meters)     5315.16  (feet) COMP
 HN0356  MODELED GRAVITY -    979,431.9   (mgal)                       NAVD 88
 HN0356
 HN0356  VERT ORDER      -  SECOND    CLASS 0
 HN0356
 HN0356.The horizontal coordinates were scaled from a map and have
 HN0356.an estimated accuracy of +/- 6 seconds.
 HN0356
 HN0356.The orthometric height was determined by differential leveling and
 HN0356.adjusted by the NATIONAL GEODETIC SURVEY
 HN0356.in June 1991.
 HN0356
 HN0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0356.GEOID18 height accuracy estimate available here.
 HN0356
 HN0356.Click photographs - Photos may exist for this station.
 HN0356
 HN0356.The dynamic height is computed by dividing the NAVD 88
 HN0356.geopotential number by the normal gravity value computed on the
 HN0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0356.degrees latitude (g = 980.6199 gals.).
 HN0356
 HN0356.The modeled gravity was interpolated from observed gravity values.
 HN0356
 HN0356;                    North         East    Units  Estimated Accuracy
 HN0356;SPC UT S     - 3,101,770.      508,270.      MT  (+/- 180 meters Scaled)
 HN0356
 HN0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG641596(NAD 83)
 HN0356
 HN0356                          SUPERSEDED SURVEY CONTROL
 HN0356
 HN0356  NGVD 29 (??/??/92) 1620.801  (m)         5317.58   (f) ADJ UNCH    2 0
 HN0356
 HN0356.Superseded values are not recommended for survey control.
 HN0356
 HN0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0356.See file dsdata.pdf to determine how the superseded data were derived.
 HN0356
 HN0356_MARKER: DD = SURVEY DISK
 HN0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0356_STAMPING: 92 W F 1952 5318
 HN0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0356+STABILITY: SURFACE MOTION
 HN0356
 HN0356  HISTORY     - Date     Condition        Report By
 HN0356  HISTORY     - 1952     MONUMENTED       USGS
 HN0356  HISTORY     - 1963     GOOD             CGS
 HN0356
 HN0356                          STATION DESCRIPTION
 HN0356
 HN0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0356'17.05 MI SE FROM ESCALANTE.
 HN0356'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0356'AT ESCALANTE, THENCE 12.05 MILES SOUTHEAST ALONG A DIRT ROAD, 0.3 MILE
 HN0356'SOUTHEAST OF THE JUNCTION OF A TRACK ROAD SOUTHWEST TO DEVILS GARDEN,
 HN0356'ON THE INSIDE AND NEAR THE NORTHWEST END OF A CURVE, 89 1/2 FEET
 HN0356'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 0.6 FOOT NORTHEAST OF A
 HN0356'WITNESS POST, ABOUT 5 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 HN0356'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0567 ***********************************************************************
 MS0567  DESIGNATION -  93 FMK
 MS0567  PID         -  MS0567
 MS0567  STATE/COUNTY-  UT/BOX ELDER
 MS0567  COUNTRY     -  US
 MS0567  USGS QUAD   -  DOLPHIN ISLAND WEST (2017)
 MS0567
 MS0567                         *CURRENT SURVEY CONTROL
 MS0567  ______________________________________________________________________
 MS0567* NAD 83(1986) POSITION- 41 27 54.     (N) 113 04 04.     (W)   SCALED
 MS0567* NAVD 88 ORTHO HEIGHT -  1298.748 (meters)     4260.98  (feet) ADJUSTED
 MS0567  ______________________________________________________________________
 MS0567  GEOID HEIGHT    -        -16.323 (meters)                     GEOID18
 MS0567  DYNAMIC HEIGHT  -       1297.862 (meters)     4258.07  (feet) COMP
 MS0567  MODELED GRAVITY -    979,895.3   (mgal)                       NAVD 88
 MS0567
 MS0567  VERT ORDER      -  SECOND    CLASS 0
 MS0567
 MS0567.The horizontal coordinates were scaled from a map and have
 MS0567.an estimated accuracy of +/- 6 seconds.
 MS0567
 MS0567.The orthometric height was determined by differential leveling and
 MS0567.adjusted by the NATIONAL GEODETIC SURVEY
 MS0567.in June 1991.
 MS0567
 MS0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0567.GEOID18 height accuracy estimate available here.
 MS0567
 MS0567.Click photographs - Photos may exist for this station.
 MS0567
 MS0567.The dynamic height is computed by dividing the NAVD 88
 MS0567.geopotential number by the normal gravity value computed on the
 MS0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0567.degrees latitude (g = 980.6199 gals.).
 MS0567
 MS0567.The modeled gravity was interpolated from observed gravity values.
 MS0567
 MS0567;                    North         East    Units  Estimated Accuracy
 MS0567;SPC UT N     - 1,126,850.      369,040.      MT  (+/- 180 meters Scaled)
 MS0567
 MS0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL273924(NAD 83)
 MS0567
 MS0567                          SUPERSEDED SURVEY CONTROL
 MS0567
 MS0567  NGVD 29 (??/??/92) 1297.751  (m)         4257.70   (f) ADJ UNCH    2 0
 MS0567
 MS0567.Superseded values are not recommended for survey control.
 MS0567
 MS0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0567.See file dsdata.pdf to determine how the superseded data were derived.
 MS0567
 MS0567_MARKER: DB = BENCH MARK DISK
 MS0567_SETTING: 66 = SET IN ROCK OUTCROP
 MS0567_STAMPING: 93 FMK 1966
 MS0567_MARK LOGO: USGS
 MS0567_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0567+STABILITY: POSITION/ELEVATION WELL
 MS0567
 MS0567  HISTORY     - Date     Condition        Report By
 MS0567  HISTORY     - 1966     MONUMENTED       USGS
 MS0567
 MS0567                          STATION DESCRIPTION
 MS0567
 MS0567'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0567'34.2 KM (21.25 MI) SW FROM KELTON.
 MS0567'2.5 MILES WEST OF KELTON, ALONG BLM ROAD TO LUCIN-HOGUP JCT., THENCE
 MS0567'18.75 MILES SOUTH, 155 FEET WEST OF THE ROAD, AT THE NORTH END BASE
 MS0567'OFA MOUTH SHAPED OUTCROP.
 MS0567'THE MARK IS 3 FT  SW FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0358 ***********************************************************************
 HN0358  DESIGNATION -  93 WF RESET
 HN0358  PID         -  HN0358
 HN0358  STATE/COUNTY-  UT/GARFIELD
 HN0358  COUNTRY     -  US
 HN0358  USGS QUAD   -  SEEP FLAT (2017)
 HN0358
 HN0358                         *CURRENT SURVEY CONTROL
 HN0358  ______________________________________________________________________
 HN0358* NAD 83(1986) POSITION- 37 33 33.     (N) 111 23 12.     (W)   SCALED
 HN0358* NAVD 88 ORTHO HEIGHT -  1599.298 (meters)     5247.03  (feet) ADJUSTED
 HN0358  ______________________________________________________________________
 HN0358  GEOID HEIGHT    -        -21.356 (meters)                     GEOID18
 HN0358  DYNAMIC HEIGHT  -       1597.479 (meters)     5241.06  (feet) COMP
 HN0358  MODELED GRAVITY -    979,436.5   (mgal)                       NAVD 88
 HN0358
 HN0358  VERT ORDER      -  SECOND    CLASS 0
 HN0358
 HN0358.The horizontal coordinates were scaled from a map and have
 HN0358.an estimated accuracy of +/- 6 seconds.
 HN0358
 HN0358.The orthometric height was determined by differential leveling and
 HN0358.adjusted by the NATIONAL GEODETIC SURVEY
 HN0358.in June 1991.
 HN0358
 HN0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0358.GEOID18 height accuracy estimate available here.
 HN0358
 HN0358.Click photographs - Photos may exist for this station.
 HN0358
 HN0358.The dynamic height is computed by dividing the NAVD 88
 HN0358.geopotential number by the normal gravity value computed on the
 HN0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0358.degrees latitude (g = 980.6199 gals.).
 HN0358
 HN0358.The modeled gravity was interpolated from observed gravity values.
 HN0358
 HN0358;                    North         East    Units  Estimated Accuracy
 HN0358;SPC UT S     - 3,099,060.      510,010.      MT  (+/- 180 meters Scaled)
 HN0358
 HN0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG658569(NAD 83)
 HN0358
 HN0358                          SUPERSEDED SURVEY CONTROL
 HN0358
 HN0358  NGVD 29 (??/??/92) 1598.197  (m)         5243.42   (f) ADJ UNCH    2 0
 HN0358
 HN0358.Superseded values are not recommended for survey control.
 HN0358
 HN0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0358.See file dsdata.pdf to determine how the superseded data were derived.
 HN0358
 HN0358_MARKER: DD = SURVEY DISK
 HN0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0358_STAMPING: 93 W F 1952 RESET 1963 5245
 HN0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0358+STABILITY: SURFACE MOTION
 HN0358
 HN0358  HISTORY     - Date     Condition        Report By
 HN0358  HISTORY     - 1963     MONUMENTED       USGS
 HN0358  HISTORY     - 1963     GOOD             CGS
 HN0358
 HN0358                          STATION DESCRIPTION
 HN0358
 HN0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0358'19.2 MI SE FROM ESCALANTE.
 HN0358'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0358'AT ESCALANTE, THENCE 14.2 MILES SOUTHEAST ALONG A DIRT ROAD, 0.6 MILE
 HN0358'SOUTHEAST OF A POLE CORRAL, 0.4 MILE SOUTHEAST OF TWENTY MILE WASH,
 HN0358'0.3 MILE SOUTHEAST OF A CATTLEGUARD, 17 FEET NORTHEAST OF THE CENTER
 HN0358'LINE OF THE ROAD, 1.9 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL
 HN0358'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 HN0358'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0359 ***********************************************************************
 HN0359  DESIGNATION -  93 WF RM
 HN0359  PID         -  HN0359
 HN0359  STATE/COUNTY-  UT/GARFIELD
 HN0359  COUNTRY     -  US
 HN0359  USGS QUAD   -  SEEP FLAT (2017)
 HN0359
 HN0359                         *CURRENT SURVEY CONTROL
 HN0359  ______________________________________________________________________
 HN0359* NAD 83(1986) POSITION- 37 33 33.     (N) 111 23 11.     (W)   SCALED
 HN0359* NAVD 88 ORTHO HEIGHT -  1599.068 (meters)     5246.28  (feet) ADJUSTED
 HN0359  ______________________________________________________________________
 HN0359  GEOID HEIGHT    -        -21.356 (meters)                     GEOID18
 HN0359  DYNAMIC HEIGHT  -       1597.249 (meters)     5240.31  (feet) COMP
 HN0359  MODELED GRAVITY -    979,436.5   (mgal)                       NAVD 88
 HN0359
 HN0359  VERT ORDER      -  SECOND    CLASS 0
 HN0359
 HN0359.The horizontal coordinates were scaled from a map and have
 HN0359.an estimated accuracy of +/- 6 seconds.
 HN0359
 HN0359.The orthometric height was determined by differential leveling and
 HN0359.adjusted by the NATIONAL GEODETIC SURVEY
 HN0359.in June 1991.
 HN0359
 HN0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0359.GEOID18 height accuracy estimate available here.
 HN0359
 HN0359.Click photographs - Photos may exist for this station.
 HN0359
 HN0359.The dynamic height is computed by dividing the NAVD 88
 HN0359.geopotential number by the normal gravity value computed on the
 HN0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0359.degrees latitude (g = 980.6199 gals.).
 HN0359
 HN0359.The modeled gravity was interpolated from observed gravity values.
 HN0359
 HN0359;                    North         East    Units  Estimated Accuracy
 HN0359;SPC UT S     - 3,099,060.      510,040.      MT  (+/- 180 meters Scaled)
 HN0359
 HN0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG658569(NAD 83)
 HN0359
 HN0359                          SUPERSEDED SURVEY CONTROL
 HN0359
 HN0359  NGVD 29 (??/??/92) 1597.967  (m)         5242.66   (f) ADJ UNCH    2 0
 HN0359
 HN0359.Superseded values are not recommended for survey control.
 HN0359
 HN0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0359.See file dsdata.pdf to determine how the superseded data were derived.
 HN0359
 HN0359_MARKER: Z = SEE DESCRIPTION
 HN0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HN0359_SP_SET: TREE ROOT
 HN0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0359
 HN0359  HISTORY     - Date     Condition        Report By
 HN0359  HISTORY     - 1952     MONUMENTED       USGS
 HN0359  HISTORY     - 1963     GOOD             CGS
 HN0359
 HN0359                          STATION DESCRIPTION
 HN0359
 HN0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0359'19.2 MI SE FROM ESCALANTE.
 HN0359'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0359'AT ESCALANTE, THENCE 14.2 MILES SOUTHEAST ALONG A DIRT ROAD, IN THE
 HN0359'TOP OF THE SOUTHWEST ROOT OF A SMALL TREE, 153.2 FEET EAST OF BENCH
 HN0359'MARK 93 W F RESET (USGS), 100 FEET NORTHEAST OF THE CENTER LINE OF THE
 HN0359'ROAD, AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0568 ***********************************************************************
 MS0568  DESIGNATION -  94 FMK
 MS0568  PID         -  MS0568
 MS0568  STATE/COUNTY-  UT/BOX ELDER
 MS0568  COUNTRY     -  US
 MS0568  USGS QUAD   -  DOLPHIN ISLAND WEST (2017)
 MS0568
 MS0568                         *CURRENT SURVEY CONTROL
 MS0568  ______________________________________________________________________
 MS0568* NAD 83(1986) POSITION- 41 26 56.     (N) 113 03 19.     (W)   SCALED
 MS0568* NAVD 88 ORTHO HEIGHT -  1292.931 (meters)     4241.89  (feet) ADJUSTED
 MS0568  ______________________________________________________________________
 MS0568  GEOID HEIGHT    -        -16.383 (meters)                     GEOID18
 MS0568  DYNAMIC HEIGHT  -       1292.044 (meters)     4238.98  (feet) COMP
 MS0568  MODELED GRAVITY -    979,892.8   (mgal)                       NAVD 88
 MS0568
 MS0568  VERT ORDER      -  SECOND    CLASS 0
 MS0568
 MS0568.The horizontal coordinates were scaled from a map and have
 MS0568.an estimated accuracy of +/- 6 seconds.
 MS0568
 MS0568.The orthometric height was determined by differential leveling and
 MS0568.adjusted by the NATIONAL GEODETIC SURVEY
 MS0568.in June 1991.
 MS0568
 MS0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0568.GEOID18 height accuracy estimate available here.
 MS0568
 MS0568.Click photographs - Photos may exist for this station.
 MS0568
 MS0568.The dynamic height is computed by dividing the NAVD 88
 MS0568.geopotential number by the normal gravity value computed on the
 MS0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0568.degrees latitude (g = 980.6199 gals.).
 MS0568
 MS0568.The modeled gravity was interpolated from observed gravity values.
 MS0568
 MS0568;                    North         East    Units  Estimated Accuracy
 MS0568;SPC UT N     - 1,125,050.      370,050.      MT  (+/- 180 meters Scaled)
 MS0568
 MS0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL283906(NAD 83)
 MS0568
 MS0568                          SUPERSEDED SURVEY CONTROL
 MS0568
 MS0568  NGVD 29 (??/??/92) 1291.932  (m)         4238.61   (f) ADJ UNCH    2 0
 MS0568
 MS0568.Superseded values are not recommended for survey control.
 MS0568
 MS0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0568.See file dsdata.pdf to determine how the superseded data were derived.
 MS0568
 MS0568_MARKER: DB = BENCH MARK DISK
 MS0568_SETTING: 66 = SET IN ROCK OUTCROP
 MS0568_STAMPING: 94 FMK 1966
 MS0568_MARK LOGO: USGS
 MS0568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0568+STABILITY: POSITION/ELEVATION WELL
 MS0568
 MS0568  HISTORY     - Date     Condition        Report By
 MS0568  HISTORY     - 1966     MONUMENTED       USGS
 MS0568
 MS0568                          STATION DESCRIPTION
 MS0568
 MS0568'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0568'36.1 KM (22.45 MI) SW FROM KELTON.
 MS0568'2.5 MILES WEST OF KELTON, ALONG BLM ROAD TO LUCIN-HOGUP JCT., THENCE
 MS0568'19.95 MILES SOUTH, 0.4 MILES NORTH OF A LARGE DIRT STOCK TANK EAST OF
 MS0568'THE ROAD, 186 FEET EAST OF THE ROAD, IN A LOW ROCK OUTCROP MEASURING
 MS0568'6FEET BY 2 FEET BY 1.5 FEET HIGH.
 MS0568'THE MARK IS 2 FT  W FROM  A WITNESS POST
 MS0568'THE MARK IS 5 FT BELOW ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0361 ***********************************************************************
 HN0361  DESIGNATION -  94 WF
 HN0361  PID         -  HN0361
 HN0361  STATE/COUNTY-  UT/KANE
 HN0361  COUNTRY     -  US
 HN0361  USGS QUAD   -  SUNSET FLAT (2017)
 HN0361
 HN0361                         *CURRENT SURVEY CONTROL
 HN0361  ______________________________________________________________________
 HN0361* NAD 83(1986) POSITION- 37 32 24.     (N) 111 21 39.     (W)   SCALED
 HN0361* NAVD 88 ORTHO HEIGHT -  1607.229 (meters)     5273.05  (feet) ADJUSTED
 HN0361  ______________________________________________________________________
 HN0361  GEOID HEIGHT    -        -21.461 (meters)                     GEOID18
 HN0361  DYNAMIC HEIGHT  -       1605.400 (meters)     5267.05  (feet) COMP
 HN0361  MODELED GRAVITY -    979,436.0   (mgal)                       NAVD 88
 HN0361
 HN0361  VERT ORDER      -  SECOND    CLASS 0
 HN0361
 HN0361.The horizontal coordinates were scaled from a map and have
 HN0361.an estimated accuracy of +/- 6 seconds.
 HN0361
 HN0361.The orthometric height was determined by differential leveling and
 HN0361.adjusted by the NATIONAL GEODETIC SURVEY
 HN0361.in June 1991.
 HN0361
 HN0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0361.GEOID18 height accuracy estimate available here.
 HN0361
 HN0361.Click photographs - Photos may exist for this station.
 HN0361
 HN0361.The dynamic height is computed by dividing the NAVD 88
 HN0361.geopotential number by the normal gravity value computed on the
 HN0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0361.degrees latitude (g = 980.6199 gals.).
 HN0361
 HN0361.The modeled gravity was interpolated from observed gravity values.
 HN0361
 HN0361;                    North         East    Units  Estimated Accuracy
 HN0361;SPC UT S     - 3,096,930.      512,300.      MT  (+/- 180 meters Scaled)
 HN0361
 HN0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG681548(NAD 83)
 HN0361
 HN0361                          SUPERSEDED SURVEY CONTROL
 HN0361
 HN0361  NGVD 29 (??/??/92) 1606.134  (m)         5269.46   (f) ADJ UNCH    2 0
 HN0361
 HN0361.Superseded values are not recommended for survey control.
 HN0361
 HN0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0361.See file dsdata.pdf to determine how the superseded data were derived.
 HN0361
 HN0361_MARKER: DD = SURVEY DISK
 HN0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0361_STAMPING: 94 W F 1952 5270
 HN0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0361+STABILITY: SURFACE MOTION
 HN0361
 HN0361  HISTORY     - Date     Condition        Report By
 HN0361  HISTORY     - 1952     MONUMENTED       USGS
 HN0361  HISTORY     - 1963     GOOD             CGS
 HN0361
 HN0361                          STATION DESCRIPTION
 HN0361
 HN0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0361'21.15 MI SE FROM ESCALANTE.
 HN0361'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0361'AT ESCALANTE, THENCE 16.15 MILES SOUTHEAST ALONG A DIRT ROAD, AT
 HN0361'KANE-GARFIELD COUNTY LINE, 15 FEET NORTH-NORTHEAST OF THE CENTER LINE
 HN0361'OF THE ROAD, 34.5 FEET NORTH-NORTHEAST AND ACROSS THE ROAD FROM
 HN0361'KANE-GARFIELD COUNTY LINE SIGN, 1.2 FEET SOUTH-SOUTHWEST OF A WITNESS
 HN0361'POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 HN0361'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0569 ***********************************************************************
 MS0569  DESIGNATION -  95 FMK
 MS0569  PID         -  MS0569
 MS0569  STATE/COUNTY-  UT/BOX ELDER
 MS0569  COUNTRY     -  US
 MS0569  USGS QUAD   -  DOLPHIN ISLAND WEST (2017)
 MS0569
 MS0569                         *CURRENT SURVEY CONTROL
 MS0569  ______________________________________________________________________
 MS0569* NAD 83(1986) POSITION- 41 26 03.     (N) 113 03 09.     (W)   SCALED
 MS0569* NAVD 88 ORTHO HEIGHT -  1320.659 (meters)     4332.86  (feet) ADJUSTED
 MS0569  ______________________________________________________________________
 MS0569  GEOID HEIGHT    -        -16.419 (meters)                     GEOID18
 MS0569  DYNAMIC HEIGHT  -       1319.753 (meters)     4329.89  (feet) COMP
 MS0569  MODELED GRAVITY -    979,890.7   (mgal)                       NAVD 88
 MS0569
 MS0569  VERT ORDER      -  SECOND    CLASS 0
 MS0569
 MS0569.The horizontal coordinates were scaled from a map and have
 MS0569.an estimated accuracy of +/- 6 seconds.
 MS0569
 MS0569.The orthometric height was determined by differential leveling and
 MS0569.adjusted by the NATIONAL GEODETIC SURVEY
 MS0569.in June 1991.
 MS0569
 MS0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0569.GEOID18 height accuracy estimate available here.
 MS0569
 MS0569.Click photographs - Photos may exist for this station.
 MS0569
 MS0569.The dynamic height is computed by dividing the NAVD 88
 MS0569.geopotential number by the normal gravity value computed on the
 MS0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0569.degrees latitude (g = 980.6199 gals.).
 MS0569
 MS0569.The modeled gravity was interpolated from observed gravity values.
 MS0569
 MS0569;                    North         East    Units  Estimated Accuracy
 MS0569;SPC UT N     - 1,123,410.      370,250.      MT  (+/- 180 meters Scaled)
 MS0569
 MS0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL285889(NAD 83)
 MS0569
 MS0569                          SUPERSEDED SURVEY CONTROL
 MS0569
 MS0569  NGVD 29 (??/??/92) 1319.660  (m)         4329.58   (f) ADJ UNCH    2 0
 MS0569
 MS0569.Superseded values are not recommended for survey control.
 MS0569
 MS0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0569.See file dsdata.pdf to determine how the superseded data were derived.
 MS0569
 MS0569_MARKER: DB = BENCH MARK DISK
 MS0569_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0569_STAMPING: 95 FMK 1966
 MS0569_MARK LOGO: USGS
 MS0569_PROJECTION: FLUSH
 MS0569_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0569_ROD/PIPE-DEPTH: 14.3 meters
 MS0569
 MS0569  HISTORY     - Date     Condition        Report By
 MS0569  HISTORY     - 1966     MONUMENTED       USGS
 MS0569
 MS0569                          STATION DESCRIPTION
 MS0569
 MS0569'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0569'37.7 KM (23.45 MI) SW FROM KELTON.
 MS0569'2.5 MILES WEST OF KELTON, ALONG BLM ROAD TO LUCIN-HOGUP JCT., THENCE
 MS0569'20.95 MILES SOUTH, ON THE EAST SHELF OF A RIDGE, 48 FEET WEST OF THE
 MS0569'ROAD.
 MS0569'THE MARK IS 1 FT  N FROM  A WITNESS POST
 MS0569'THE MARK IS 3 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0363 ***********************************************************************
 HN0363  DESIGNATION -  95 WF
 HN0363  PID         -  HN0363
 HN0363  STATE/COUNTY-  UT/KANE
 HN0363  COUNTRY     -  US
 HN0363  USGS QUAD   -  SUNSET FLAT (2017)
 HN0363
 HN0363                         *CURRENT SURVEY CONTROL
 HN0363  ______________________________________________________________________
 HN0363* NAD 83(1986) POSITION- 37 31 20.     (N) 111 19 50.     (W)   SCALED
 HN0363* NAVD 88 ORTHO HEIGHT -  1600.085 (meters)     5249.61  (feet) ADJUSTED
 HN0363  ______________________________________________________________________
 HN0363  GEOID HEIGHT    -        -21.574 (meters)                     GEOID18
 HN0363  DYNAMIC HEIGHT  -       1598.261 (meters)     5243.63  (feet) COMP
 HN0363  MODELED GRAVITY -    979,434.4   (mgal)                       NAVD 88
 HN0363
 HN0363  VERT ORDER      -  SECOND    CLASS 0
 HN0363
 HN0363.The horizontal coordinates were scaled from a map and have
 HN0363.an estimated accuracy of +/- 6 seconds.
 HN0363
 HN0363.The orthometric height was determined by differential leveling and
 HN0363.adjusted by the NATIONAL GEODETIC SURVEY
 HN0363.in June 1991.
 HN0363
 HN0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0363.GEOID18 height accuracy estimate available here.
 HN0363
 HN0363.Click photographs - Photos may exist for this station.
 HN0363
 HN0363.The dynamic height is computed by dividing the NAVD 88
 HN0363.geopotential number by the normal gravity value computed on the
 HN0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0363.degrees latitude (g = 980.6199 gals.).
 HN0363
 HN0363.The modeled gravity was interpolated from observed gravity values.
 HN0363
 HN0363;                    North         East    Units  Estimated Accuracy
 HN0363;SPC UT S     - 3,094,970.      514,980.      MT  (+/- 180 meters Scaled)
 HN0363
 HN0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG707528(NAD 83)
 HN0363
 HN0363                          SUPERSEDED SURVEY CONTROL
 HN0363
 HN0363  NGVD 29 (??/??/92) 1598.994  (m)         5246.03   (f) ADJ UNCH    2 0
 HN0363
 HN0363.Superseded values are not recommended for survey control.
 HN0363
 HN0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0363.See file dsdata.pdf to determine how the superseded data were derived.
 HN0363
 HN0363_MARKER: DD = SURVEY DISK
 HN0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0363_STAMPING: 95 W F 1952 5247
 HN0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0363+STABILITY: SURFACE MOTION
 HN0363
 HN0363  HISTORY     - Date     Condition        Report By
 HN0363  HISTORY     - 1952     MONUMENTED       USGS
 HN0363  HISTORY     - 1963     GOOD             CGS
 HN0363
 HN0363                          STATION DESCRIPTION
 HN0363
 HN0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0363'23.45 MI SE FROM ESCALANTE.
 HN0363'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0363'AT ESCALANTE, THENCE 18.25 MILES SOUTHEAST ALONG A DIRT ROAD, THENCE
 HN0363'0.2 MILE SOUTHWEST ACROSS COUNTRY, ALONG THE OLD ROAD, 56 FEET
 HN0363'SOUTHWEST OF THE CENTER LINE OF THE OLD ROAD, 1.2 FEET SOUTHEAST OF A
 HN0363'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD AND SET IN THE TOP OF
 HN0363'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0570 ***********************************************************************
 MS0570  DESIGNATION -  96 FMK
 MS0570  PID         -  MS0570
 MS0570  STATE/COUNTY-  UT/BOX ELDER
 MS0570  COUNTRY     -  US
 MS0570  USGS QUAD   -  DOLPHIN ISLAND WEST (2017)
 MS0570
 MS0570                         *CURRENT SURVEY CONTROL
 MS0570  ______________________________________________________________________
 MS0570* NAD 83(1986) POSITION- 41 25 08.     (N) 113 02 42.     (W)   SCALED
 MS0570* NAVD 88 ORTHO HEIGHT -  1342.976 (meters)     4406.08  (feet) ADJUSTED
 MS0570  ______________________________________________________________________
 MS0570  GEOID HEIGHT    -        -16.470 (meters)                     GEOID18
 MS0570  DYNAMIC HEIGHT  -       1342.052 (meters)     4403.05  (feet) COMP
 MS0570  MODELED GRAVITY -    979,888.3   (mgal)                       NAVD 88
 MS0570
 MS0570  VERT ORDER      -  SECOND    CLASS 0
 MS0570
 MS0570.The horizontal coordinates were scaled from a map and have
 MS0570.an estimated accuracy of +/- 6 seconds.
 MS0570
 MS0570.The orthometric height was determined by differential leveling and
 MS0570.adjusted by the NATIONAL GEODETIC SURVEY
 MS0570.in June 1991.
 MS0570
 MS0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0570.GEOID18 height accuracy estimate available here.
 MS0570
 MS0570.Click photographs - Photos may exist for this station.
 MS0570
 MS0570.The dynamic height is computed by dividing the NAVD 88
 MS0570.geopotential number by the normal gravity value computed on the
 MS0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0570.degrees latitude (g = 980.6199 gals.).
 MS0570
 MS0570.The modeled gravity was interpolated from observed gravity values.
 MS0570
 MS0570;                    North         East    Units  Estimated Accuracy
 MS0570;SPC UT N     - 1,121,700.      370,850.      MT  (+/- 180 meters Scaled)
 MS0570
 MS0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL291872(NAD 83)
 MS0570
 MS0570                          SUPERSEDED SURVEY CONTROL
 MS0570
 MS0570  NGVD 29 (??/??/92) 1341.977  (m)         4402.80   (f) ADJ UNCH    2 0
 MS0570
 MS0570.Superseded values are not recommended for survey control.
 MS0570
 MS0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0570.See file dsdata.pdf to determine how the superseded data were derived.
 MS0570
 MS0570_MARKER: DB = BENCH MARK DISK
 MS0570_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0570_STAMPING: 96 FMK 1966
 MS0570_MARK LOGO: USGS
 MS0570_PROJECTION: FLUSH
 MS0570_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0570_ROD/PIPE-DEPTH: 16.8 meters
 MS0570
 MS0570  HISTORY     - Date     Condition        Report By
 MS0570  HISTORY     - 1966     MONUMENTED       USGS
 MS0570
 MS0570                          STATION DESCRIPTION
 MS0570
 MS0570'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (FMK)
 MS0570'39.7 KM (24.70 MI) SW FROM KELTON.
 MS0570'2.5 MILES WEST OF KELTON, ALONG BLM ROAD TO LUCIN-HOGUP JCT., THENCE
 MS0570'22.2 MILES SOUTH, AT THE Y-INTERSECTION OF THE ROADS NORTH-SOUTH AND
 MS0570'SOUTHWEST, 125 FEET SOUTH AND 30 FEET WEST OF INTERSECTION.
 MS0570'THE MARK IS 1 FT  E FROM  A WITNESS POST
 MS0570'THE MARK IS 1 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0365 ***********************************************************************
 HN0365  DESIGNATION -  96 WF
 HN0365  PID         -  HN0365
 HN0365  STATE/COUNTY-  UT/KANE
 HN0365  COUNTRY     -  US
 HN0365  USGS QUAD   -  SUNSET FLAT (2017)
 HN0365
 HN0365                         *CURRENT SURVEY CONTROL
 HN0365  ______________________________________________________________________
 HN0365* NAD 83(1986) POSITION- 37 30 26.     (N) 111 17 50.     (W)   SCALED
 HN0365* NAVD 88 ORTHO HEIGHT -  1572.822 (meters)     5160.17  (feet) ADJUSTED
 HN0365  ______________________________________________________________________
 HN0365  GEOID HEIGHT    -        -21.682 (meters)                     GEOID18
 HN0365  DYNAMIC HEIGHT  -       1571.024 (meters)     5154.27  (feet) COMP
 HN0365  MODELED GRAVITY -    979,432.0   (mgal)                       NAVD 88
 HN0365
 HN0365  VERT ORDER      -  SECOND    CLASS 0
 HN0365
 HN0365.The horizontal coordinates were scaled from a map and have
 HN0365.an estimated accuracy of +/- 6 seconds.
 HN0365
 HN0365.The orthometric height was determined by differential leveling and
 HN0365.adjusted by the NATIONAL GEODETIC SURVEY
 HN0365.in June 1991.
 HN0365
 HN0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0365.GEOID18 height accuracy estimate available here.
 HN0365
 HN0365.Click photographs - Photos may exist for this station.
 HN0365
 HN0365.The dynamic height is computed by dividing the NAVD 88
 HN0365.geopotential number by the normal gravity value computed on the
 HN0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0365.degrees latitude (g = 980.6199 gals.).
 HN0365
 HN0365.The modeled gravity was interpolated from observed gravity values.
 HN0365
 HN0365;                    North         East    Units  Estimated Accuracy
 HN0365;SPC UT S     - 3,093,310.      517,930.      MT  (+/- 180 meters Scaled)
 HN0365
 HN0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG737511(NAD 83)
 HN0365
 HN0365                          SUPERSEDED SURVEY CONTROL
 HN0365
 HN0365  NGVD 29 (??/??/92) 1571.733  (m)         5156.59   (f) ADJ UNCH    2 0
 HN0365
 HN0365.Superseded values are not recommended for survey control.
 HN0365
 HN0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0365.See file dsdata.pdf to determine how the superseded data were derived.
 HN0365
 HN0365_MARKER: DD = SURVEY DISK
 HN0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0365_STAMPING: 96 W F 1952 5157
 HN0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0365+STABILITY: SURFACE MOTION
 HN0365
 HN0365  HISTORY     - Date     Condition        Report By
 HN0365  HISTORY     - 1952     MONUMENTED       USGS
 HN0365  HISTORY     - 1963     GOOD             CGS
 HN0365
 HN0365                          STATION DESCRIPTION
 HN0365
 HN0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0365'25.35 MI SE FROM ESCALANTE.
 HN0365'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0365'AT ESCALANTE, THENCE 20.35 MILES SOUTHEAST ALONG A DIRT ROAD, 260 FEET
 HN0365'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 25 FEET SOUTHWEST OF THE
 HN0365'CENTER LINE OF THE OLD ROAD, 1.0 FOOT NORTHEAST OF A WITNESS POST,
 HN0365'ABOUT 6 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 HN0365'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0571 ***********************************************************************
 MS0571  DESIGNATION -  97 FMK
 MS0571  PID         -  MS0571
 MS0571  STATE/COUNTY-  UT/BOX ELDER
 MS0571  COUNTRY     -  US
 MS0571  USGS QUAD   -  DOLPHIN ISLAND WEST (2017)
 MS0571
 MS0571                         *CURRENT SURVEY CONTROL
 MS0571  ______________________________________________________________________
 MS0571* NAD 83(1986) POSITION- 41 24 22.84   (N) 113 02 09.74   (W)   HD_HELD1
 MS0571* NAVD 88 ORTHO HEIGHT -  1335.092 (meters)     4380.21  (feet) ADJUSTED
 MS0571  ______________________________________________________________________
 MS0571  GEOID HEIGHT    -        -16.516 (meters)                     GEOID18
 MS0571  DYNAMIC HEIGHT  -       1334.170 (meters)     4377.19  (feet) COMP
 MS0571  MODELED GRAVITY -    979,886.0   (mgal)                       NAVD 88
 MS0571
 MS0571  VERT ORDER      -  SECOND    CLASS 0
 MS0571
 MS0571.The horizontal coordinates were determined by differentially corrected
 MS0571.hand held GPS observations or other comparable positioning techniques
 MS0571.and have an estimated accuracy of +/- 3 meters.
 MS0571
 MS0571.The orthometric height was determined by differential leveling and
 MS0571.adjusted by the NATIONAL GEODETIC SURVEY
 MS0571.in June 1991.
 MS0571
 MS0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0571.GEOID18 height accuracy estimate available here.
 MS0571
 MS0571.Click photographs - Photos may exist for this station.
 MS0571
 MS0571.The dynamic height is computed by dividing the NAVD 88
 MS0571.geopotential number by the normal gravity value computed on the
 MS0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0571.degrees latitude (g = 980.6199 gals.).
 MS0571
 MS0571.The modeled gravity was interpolated from observed gravity values.
 MS0571
 MS0571;                    North         East    Units  Estimated Accuracy
 MS0571;SPC UT N     - 1,120,293.7     371,573.8     MT  (+/- 3 meters HH1 GPS) 
 MS0571
 MS0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL2981785867(NAD 83)
 MS0571
 MS0571                          SUPERSEDED SURVEY CONTROL
 MS0571
 MS0571  NGVD 29 (??/??/92) 1334.092  (m)         4376.93   (f) ADJ UNCH    2 0
 MS0571
 MS0571.Superseded values are not recommended for survey control.
 MS0571
 MS0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0571.See file dsdata.pdf to determine how the superseded data were derived.
 MS0571
 MS0571_MARKER: DB = BENCH MARK DISK
 MS0571_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0571_STAMPING: 97 FMK 1966
 MS0571_MARK LOGO: USGS
 MS0571_PROJECTION: FLUSH
 MS0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0571_ROD/PIPE-DEPTH: 45.7 meters
 MS0571
 MS0571  HISTORY     - Date     Condition        Report By
 MS0571  HISTORY     - 1966     MONUMENTED       USGS
 MS0571
 MS0571                          STATION DESCRIPTION
 MS0571
 MS0571'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MS0571'41.8 KM (26.00 MI) SW FROM KELTON.
 MS0571'2.5 MILES WEST OF KELTON, ALONG BLM ROAD TO LUCIN-HOGUP JCT., THENCE
 MS0571'23.5 MILES SOUTH, 12.7 MILES NORTH OF THE LOADING CHUTE AT HOGUP, AT
 MS0571'THE INTERSECTION OF ROADS, 310 FEET SOUTH OF THE INTERSECTION, 45
 MS0571'FEETEAST OF THE WESTMOST ROAD, 37 FEET WEST OF THE EASTMOST ROAD.
 MS0571'THE MARK IS 1 FT  S FROM  A WITNESS POST
 MS0571'THE MARK IS ABOVE LEVEL WITH EASTERNMOST ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0483 ***********************************************************************
 HN0483  DESIGNATION -  97 WF
 HN0483  PID         -  HN0483
 HN0483  STATE/COUNTY-  UT/KANE
 HN0483  COUNTRY     -  US
 HN0483  USGS QUAD   -  BASIN CANYON (2017)
 HN0483
 HN0483                         *CURRENT SURVEY CONTROL
 HN0483  ______________________________________________________________________
 HN0483* NAD 83(1986) POSITION- 37 29 50.5    (N) 111 16 05.8    (W)   HD_HELD2
 HN0483* NAVD 88 ORTHO HEIGHT -  1542.984 (meters)     5062.27  (feet) ADJUSTED
 HN0483  ______________________________________________________________________
 HN0483  GEOID HEIGHT    -        -21.761 (meters)                     GEOID18
 HN0483  DYNAMIC HEIGHT  -       1541.236 (meters)     5056.54  (feet) COMP
 HN0483  MODELED GRAVITY -    979,443.2   (mgal)                       NAVD 88
 HN0483
 HN0483  VERT ORDER      -  SECOND    CLASS 0
 HN0483
 HN0483.The horizontal coordinates were established by autonomous hand held GPS
 HN0483.observations and have an estimated accuracy of +/- 10 meters.
 HN0483
 HN0483.The orthometric height was determined by differential leveling and
 HN0483.adjusted by the NATIONAL GEODETIC SURVEY
 HN0483.in June 1991.
 HN0483
 HN0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0483.GEOID18 height accuracy estimate available here.
 HN0483
 HN0483.Click photographs - Photos may exist for this station.
 HN0483
 HN0483.The dynamic height is computed by dividing the NAVD 88
 HN0483.geopotential number by the normal gravity value computed on the
 HN0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0483.degrees latitude (g = 980.6199 gals.).
 HN0483
 HN0483.The modeled gravity was interpolated from observed gravity values.
 HN0483
 HN0483;                    North         East    Units  Estimated Accuracy
 HN0483;SPC UT S     - 3,092,218.      520,490.      MT  (+/- 10 meters HH2 GPS)
 HN0483
 HN0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG7628650082(NAD 83)
 HN0483
 HN0483                          SUPERSEDED SURVEY CONTROL
 HN0483
 HN0483  NGVD 29 (??/??/92) 1541.916  (m)         5058.77   (f) ADJ UNCH    2 0
 HN0483
 HN0483.Superseded values are not recommended for survey control.
 HN0483
 HN0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0483.See file dsdata.pdf to determine how the superseded data were derived.
 HN0483
 HN0483_MARKER: DD = SURVEY DISK
 HN0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0483_STAMPING: 97 WF 1952 5060
 HN0483_MARK LOGO: USGS
 HN0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0483+STABILITY: SURFACE MOTION
 HN0483
 HN0483  HISTORY     - Date     Condition        Report By
 HN0483  HISTORY     - 1952     MONUMENTED       USGS
 HN0483  HISTORY     - 1963     GOOD             CGS
 HN0483
 HN0483                          STATION DESCRIPTION
 HN0483
 HN0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0483'27.4 MI SE FROM ESCALANTE.
 HN0483'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0483'AT ESCALANTE, THENCE 22.25 MILES SOUTHEAST ALONG A DIRT ROAD, THENCE
 HN0483'0.15 MILE NORTH ALONG A SANDY TRACK ROAD, AT THE INTERSECTION OF A
 HN0483'VERY DIM TRACK ROAD, 36 FEET WEST OF THE CENTER LINE OF THE ROAD, 0.4
 HN0483'FOOT SOUTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE
 HN0483'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 HN0483'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0617 ***********************************************************************
 LN0617  DESIGNATION -  9719=LENA
 LN0617  PID         -  LN0617
 LN0617  STATE/COUNTY-  UT/DAGGETT
 LN0617  COUNTRY     -  US
 LN0617  USGS QUAD   -  MOUNT LENA (2017)
 LN0617
 LN0617                         *CURRENT SURVEY CONTROL
 LN0617  ______________________________________________________________________
 LN0617* NAD 83(1994) POSITION- 40 47 12.53926(N) 109 24 54.08830(W)   ADJUSTED
 LN0617* NAVD 88 ORTHO HEIGHT -  2978.8   (meters)     9773.    (feet) VERTCON3
 LN0617  ______________________________________________________________________
 LN0617  GEOID HEIGHT    -        -13.833 (meters)                     GEOID18
 LN0617  LAPLACE CORR    -          2.27  (seconds)                    DEFLEC18
 LN0617  HORZ ORDER      -  FIRST
 LN0617
 LN0617.The horizontal coordinates were established by classical geodetic methods
 LN0617.and adjusted by the National Geodetic Survey in November 1997.
 LN0617
 LN0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0617
 LN0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0617.GEOID18 height accuracy estimate available here.
 LN0617
 LN0617.Click photographs - Photos may exist for this station.
 LN0617
 LN0617.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0617
 LN0617. The following values were computed from the NAD 83(1994) position.
 LN0617
 LN0617;                    North         East     Units Scale Factor Converg.
 LN0617;SPC UT N     - 1,052,469.941   675,965.037   MT  0.99998942   +1 22 29.1
 LN0617;SPC UT N     - 3,452,978.46  2,217,728.63   sFT  0.99998942   +1 22 29.1
 LN0617;SPC UT C     - 2,274,448.286   675,974.344   MT  1.00003692   +1 20 08.1
 LN0617;SPC UT C     - 7,462,085.75  2,217,759.16   sFT  1.00003692   +1 20 08.1
 LN0617;UTM  12      - 4,516,300.575   633,729.965   MT  0.99982012   +1 02 07.9
 LN0617
 LN0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0617!SPC UT N     -   0.99953513  x   0.99998942  =   0.99952455
 LN0617!SPC UT C     -   0.99953513  x   1.00003692  =   0.99957203
 LN0617!UTM  12      -   0.99953513  x   0.99982012  =   0.99935533
 LN0617
 LN0617:                Primary Azimuth Mark                     Grid Az
 LN0617:SPC UT N     -  LENA AZ MK                               033 04 21.2
 LN0617:SPC UT C     -  LENA AZ MK                               033 06 42.2
 LN0617:UTM  12      -  LENA AZ MK                               033 24 42.4
 LN0617
 LN0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL3372916300(NAD 83)
 LN0617
 LN0617|---------------------------------------------------------------------|
 LN0617| PID    Reference Object                     Distance      Geod. Az  |
 LN0617|                                                           dddmmss.s |
 LN0617| CP5681 LENA AZ MK                                         0342650.3 |
 LN0617| CP5682 LENA RM 1                             6.082 METERS 05852     |
 LN0617| CP5683 LENA RM 2                             5.858 METERS 30820     |
 LN0617|---------------------------------------------------------------------|
 LN0617
 LN0617                          SUPERSEDED SURVEY CONTROL
 LN0617
 LN0617  NAD 83(1993)-  40 47 12.53916(N)    109 24 54.08793(W) AD(       ) 1
 LN0617  NAD 83(1986)-  40 47 12.52112(N)    109 24 54.07776(W) AD(       ) 1
 LN0617  NAD 27      -  40 47 12.66800(N)    109 24 51.59000(W) AD(       ) 1
 LN0617  NGVD 29 (07/19/86) 2977.3    (m)         9768.     (f) VERT ANG       
 LN0617
 LN0617.Superseded values are not recommended for survey control.
 LN0617
 LN0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0617.See file dsdata.pdf to determine how the superseded data were derived.
 LN0617
 LN0617_MARKER: B = BOLT
 LN0617_SETTING: 80 = SET IN A BOULDER
 LN0617_STAMPING: 9719
 LN0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0617+STABILITY: SURFACE MOTION
 LN0617
 LN0617  HISTORY     - Date     Condition        Report By
 LN0617  HISTORY     - UNK      MONUMENTED       USGS
 LN0617  HISTORY     - 1931     GOOD             CGS
 LN0617  HISTORY     - 1937     GOOD             CGS
 LN0617  HISTORY     - 1947     GOOD             CGS
 LN0617  HISTORY     - 1967     GOOD             USGS
 LN0617
 LN0617                          STATION DESCRIPTION
 LN0617
 LN0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 LN0617'STATION IS ABOUT 29 MILES (AIR LINE) NNE OF VERNAL, ON HIGHEST
 LN0617'POINT OF MT. LENA, IN THE ASHLEY NATIONAL FOREST.  TO REACH FROM
 LN0617'THE N, LEAVE U.S. HIGHWAY 30 AT GREEN RIVER, CROSS BRIDGE OVER
 LN0617'GREEN RIVER, AND CONTINUE TO SOUTHWARD ON THE MANILA-VERNAL MAIN
 LN0617'ROAD TO VILLAGE OF MANILA.  HERE TAKE ROAD POSTED TO VERNAL AND
 LN0617'CONTINUE 43 MILES TO COMBINATION STORE, FILLING-STATION, CAMP ON
 LN0617'LEFT (E) SIDE OF ROAD, GO 0.1 MILE N OF THIS STORE TO WHERE A
 LN0617'DIM ROAD LEADS RIGHT UP OVER RIDGE, TURN RIGHT AND FOLLOW THIS
 LN0617'ROAD 0.35 MILE TO THE TOP OF THE RIDGE.  (MT. LENA IS IN PLAIN
 LN0617'VIEW TO EASTWARD, BEING HIGHEST POINT ON N END OF RANGE S OF
 LN0617'MEADOWS), CONTINUE THROUGH SAGE AND MEADOWS ON DIM ROADS TO
 LN0617'EDGE OF TIMBER ON S SIDE OF MEADOWS AND FOLLOW ALONG S OF
 LN0617'MEADOWS EASTWARD TO SMALL STREAM, TURN UP INTO TIMBER AND
 LN0617'PROCEED ABOUT 0.2 MILE TO SMALL GLADE ON W SIDE OF STREAM AND
 LN0617'ON TO THE STATION SITE.  TO REACH FROM VERNAL, GO STRAIGHT N
 LN0617'FROM THE MONUMENT FOR 2.6 MILES TO T-ROAD, TURN LEFT AND GO 1.1
 LN0617'MILES TO FORK, TAKE RIGHT FORK AND GO 0.4 MILE TO FORK, TAKE
 LN0617'LEFT FORK AND GO 27.6 MILES TO FILLING STATION MENTIONED
 LN0617'ABOVE.  STATION MARKED BY A COPPER BOLT SET IN DRILL HOLE IN
 LN0617'SANDSTONE BOULDER.  TOP OF BOLT HAS SMALL TRIANGLE IN CENTER
 LN0617'WITH LETTERS U.S.G.S. AND THE ELEVATION 9719 STAMPED ON ITS
 LN0617'SURFACE.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS WEDGED
 LN0617'IN DRILL HOLES IN BOULDERS.  REFERENCE MARK NO. 1 IS 6.09
 LN0617'METERS (20.0 FEET) FROM THE STATION.
 LN0617'REFERENCE MARK NO. 2 IS 5.87 METERS (19.3 FEET) FROM
 LN0617'THE STATION.  BEARING FROM STATION TO
 LN0617'CAIRN ON THE N END OF FIRST RIDGE E OF THE STATION IS
 LN0617'S 34 DEG 58 MIN E.  AND TO THE N GABLE OF RED-TOPPED HOUSE IN THE
 LN0617'VALLEY IS S 86 DEG 43 MIN W.
 LN0617
 LN0617                          STATION RECOVERY (1937)
 LN0617
 LN0617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LN0617'STATION RECOVERED AS DESCRIBED.  IT IS ABOUT 24 MILES, AIR LINE,
 LN0617'NNE OF VERNAL.  STATION IS LOCATED ON THE HIGHEST POINT OF A
 LN0617'TIMBERED PEAK KNOWN AS MOUNT LENA, IN THE ASHLEY NATIONAL FOREST
 LN0617'THIS PEAK IS ABOUT 1-1/2 MILES W OF THE MANILA HIGHWAY (STATE
 LN0617'HIGHWAY 44).  STATION IS THE HIGHEST POINT FOR SEVERAL MILES
 LN0617'IN ANY DIRECTION, IS HEAVILY WOODED ON THE SIDES, AND THINLY
 LN0617'WOODED ON THE TOP.
 LN0617'
 LN0617'STATION IS MARKED BY A COPPER BOLT SET IN DRILL HOLE IN A
 LN0617'SANDSTONE BOULDER.  THE TOP OF THE BOLT HAS A SMALL TRIANGLE IN
 LN0617'CENTER, WITH LETTERS USGS AND THE ELEVATION 9719 STAMPED ON ITS
 LN0617'SURFACE.
 LN0617'
 LN0617'REFERENCE MARK 1 IS CEMENTED IN DRILL HOLE IN SANDSTONE BOULDER,
 LN0617'NE OF THE STATION.  REFERENCE MARK 2 IS CEMENTED IN DRILL HOLE
 LN0617'IN SANDSTONE BOULDER, NW OF THE STATION.  BOTH ARE BRONZE DISKS.
 LN0617'
 LN0617'AZIMUTH MARK IS 0.2 MILE NE OF THE STATION.
 LN0617'
 LN0617'TO REACH STATION FROM VERNAL, GO N ON STATE HIGHWAY 44 FOR 22.0
 LN0617'MILES TO A GRADED ROAD TO THE LEFT MARKED TROUT CREEK ETC.
 LN0617'THENCE CONTINUE ON MAIN HIGHWAY FOR 1.0 MILE TO PASS OVER
 LN0617'SUMMIT.  THENCE CONTINUE ON MAIN HIGHWAY FOR 3.9 MILES TO A
 LN0617'ROAD TO THE RIGHT (E) MARKED DIAMOND MOUNTAIN ROAD.  THENCE
 LN0617'CONTINUE N ON MAIN HIGHWAY FOR 3.1 MILES TO WHERE HIGHWAY ENTERS
 LN0617'THE S END OF A LONG OPEN MEADOW WITH FEW TREES.  THERE IS
 LN0617'TIMBER ON THE RIGHT.  IT IS OPEN ON THE LEFT OF THE HIGHWAY.
 LN0617'THENCE CONTINUE N FOR 0.6 MILE TO A LARGE NUMBER OF OLD
 LN0617'FENCE POSTS IN CLEARING ABOUT 50 YARDS W OF THE HIGHWAY.
 LN0617'THENCE CONTINUE ON FOR 0.2 MILE TO WHERE ROAD CURVES SLIGHTLY TO
 LN0617'THE LEFT ABOUT 100 FEET S OF WHITE HIGHWAY MARKER 45.  HERE
 LN0617'LEAVE HIGHWAY 44, BEAR OFF TO THE RIGHT ON A PLAIN TRACK ROAD
 LN0617'WHICH RUNS ABOUT 1/4 MILE TO THE END OF THE TIMBER AND THEN
 LN0617'TURNS E.  GO A TOTAL OF 0.3 MILE AFTER LEAVING THE
 LN0617'HIGHWAY.  THE STATION IS VISIBLE AND IS ABOUT 1/2 MILE ENE OR
 LN0617'65 DEG MAGNETIC.  THENCE CONTINUE E ON THE ROAD FOR 0.3 MILE TO
 LN0617'WHERE THE ROAD TURNS TO THE RIGHT AROUND THE N END OF THE
 LN0617'TIMBER STRIP.  THE STATION WILL BE SEEN AS THE HIGH WOODED
 LN0617'PEAK AT THE EXTREME LEFT END OF THE FIRST RIDGE TO THE E.
 LN0617'THENCE TURN LEFT AND CONTINUE N AND E ACROSS MEADOW ON TRACK
 LN0617'ROAD TO THE EDGE OF THE TIMBER.  FROM HERE PACK UP THE
 LN0617'RIDGE E TO THE DIVIDE, THENCE N ALONG THE DIVIDE TO THE HIGHEST
 LN0617'POINT AND THE STATION.
 LN0617
 LN0617                          STATION RECOVERY (1947)
 LN0617
 LN0617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LN0617'THE STATION AND ALL REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 LN0617'AS DESCRIBED WITH THE EXCEPTION OF DIFFERENCE IN DISTANCE AND
 LN0617'DIRECTION TO ALL REFERENCE MARKS.  THE TRIANGLE MENTIONED
 LN0617'WAS NOT FOUND TO BE IN THE CENTER OF THE
 LN0617'BOLT, BUT A LIGHT IMPRINT OF A TRIANGLE WAS FOUND ON THE SOUTH
 LN0617'EDGE.  THE STATION WAS PLUMBED TO THE CENTER OF BOLT.  THE
 LN0617'CORRECT DISTANCES AND DIRECTIONS LISTED AT BOTTOM OF
 LN0617'DESCRIPTION.
 LN0617'
 LN0617'THE STATION IS LOCATED ABOUT 24 MILES AIR LINE NORTH-NORTHEAST
 LN0617'OF VERNAL, ON THE HIGHEST POINT OF A TIMBERED PEAK KNOWN AS
 LN0617'MOUNT LENA, IN THE ASHLEY NATIONAL FOREST.  THIS PEAK IS ABOUT
 LN0617'1.5 MILE EAST OF STATE HIGHWAY 44, HEAVILY WOODED ON THE SIDES
 LN0617'AND THINLY WOODED ON THE TOP, THE HIGHEST POINT FOR SEVERAL MILES
 LN0617'IN ANY DIRECTION.  THE STATION IS 24 FEET NORTH OF A DEAD TREE
 LN0617'TRUNK.  24 FEET WEST OF THE EAST BRIM.  A COPPER BOLT SET IN A
 LN0617'BOULDER WHICH PROJECTS 8 INCHES AND IS STAMPED USGS 9719.
 LN0617'
 LN0617'REFERENCE MARK NO.1 IS APPROXIMATELY
 LN0617'6 INCHES LOWER THAN STATION, 15 FEET WEST OF THE EAST BRIM,
 LN0617'PROJECTS 4 INCHES AND IS STAMPED LENA NO 1 1931.
 LN0617'
 LN0617'REFERENCE MARK NO. 2 AS DESCRIBED IS APPROXIMATELY THE
 LN0617'SAME ELEVATION AS STATION, 36 FEET EAST OF THE WEST BRIM, PROJECTS
 LN0617'10 INCHES AND IS STAMPED LENA NO 2 1931.
 LN0617'
 LN0617'THE AZIMUTH MARK AS DESCRIBED IS LOCATED ON THE
 LN0617'HIGHEST POINT OF A NARROW RIDGE EXTENDING NORTH FROM STATION,
 LN0617'SET FLUSH AND IS STAMPED USGS LENA 1937.
 LN0617'
 LN0617'TO REACH FROM VERNAL.  TURN NORTH AT THE UINTAH STATE BANK AND
 LN0617'FOLLOW STATE HIGHWAY 44 FOR 22.5 MILES TO A FORK AND SIGN ASHLEY
 LN0617'CREEK 14 MILES ETC.  TAKE RIGHT FORK STRAIGHT AHEAD FOR 4.9
 LN0617'MILES TO A FORK AND SIGN DIAMOND MOUNTAIN ROAD.  TAKE THE LEFT
 LN0617'FORK AND CONTINUE FOR 3.2 MILES TO POINT WHERE ROAD ENTERS
 LN0617'A LONG GRASSY MEADOW ON THE LEFT AND TIMBER ON RIGHT.  CONTINUE
 LN0617'0.9 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT ON TRACK ROAD AND
 LN0617'GO 0.5 MILE TO FORK.  TAKE LEFT FORK AND FOLLOW TRACK ROAD
 LN0617'ACROSS A MEADOW FOR 1.7 MILES TO EDGE OF TIMBER AND TWO
 LN0617'10-INCH TRIANGLE BLAZES ON ASPEN TREES AND END OF TRUCK TRAVEL
 LN0617'FOR TWO WHEEL DRIVE.  WITH 4 WHEEL DRIVE VEHICLE TURN
 LN0617'RIGHT (ESE) UP GENTLE SLOPE FOLLOWING TRACKS AND BLAZES FOR
 LN0617'APPROXIMATELY 0.5 MILES AND END OF TRUCK TRAVEL AT A
 LN0617'TRIANGLE BLAZE ON ASPEN TREE.  CONTINUE UP RIDGE THROUGH
 LN0617'HEAVY TIMBER AND LARGE BOULDERS TO HIGHEST POINT AND STATION
 LN0617'SITE AS DESCRIBED ABOVE.  1 AND 1/2 HOUR PACK.
 LN0617'
 LN0617'OBSERVATIONS MADE FROMA 1.1 M TRIPOD.
 LN0617
 LN0617                          STATION RECOVERY (1967)
 LN0617
 LN0617'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LN0617'RECOVERED AND PANELED.  NEW TO REACH FOLLOWS,
 LN0617'LOCATED 24 MI. AIR NNE. OF VERNAL, ON THE HIGHEST POINT OF A TIMBERED
 LN0617'PEAK KNOWN AS MOUNT LENA.
 LN0617'
 LN0617'TO REACH FROM THE FLAMING GORGE DAM, FOLLOW STATE HIGHWAY 260 W. FOR
 LN0617'5.8 MI. TO JUNCTION WITH STATE HIGHWAY 44, FOLLOW STATE HIGHWAY 44
 LN0617'TOWARD VERNAL FOR 10.1 MI. TO RD. E. DIAMOND MOUNTAIN RD., TURN LEFT
 LN0617'ON MOUNTAIN RD.FOR 7.3 MI. TO T-RD.S.,GO STRAIGHT E. FOR 4.3 MI. TO
 LN0617'Y-RD., TAKE RIGHT FORK FOR 0.7 MI. TO T-RD. E. GO STRAIGHT FOR 0.7 MI.
 LN0617'TO JEEP TRACKS SW. FOLLOW JEEP TRACKS FOR 2.8 MI. TO TOP OF RIDGE
 LN0617'WHERE TRACKS START GOING DOWNHILL IT IS SOMETIMES DIFFICULT TO FOLLOW
 LN0617'THESE  JEEP TRACKS, LEAVE VEHICLE AND PACK UPHILL SW., TO HIGHEST
 LN0617'POINT OF MOUNTAIN AND STATION.  PACK TIME 1 HOUR AND 50 MINUTES.
 LN0617'
 LN0617'STATION MARK - COPPER BOLT IN DRILL HOLE IN SANDSTONE BOULDER.  TOP
 LN0617'OF BOLT HAS SMALL TRIANGLE IN CENTER WITH LETTERS ---USGS--- AND
 LN0617'STAMPED ON SURFACE.
 LN0617'
 LN0617'REFERENCE MARK NO.1 - NGS BRONZE DISK CEMENTED IN SANDSTONE BOULDER.
 LN0617'
 LN0617'REFERENCE MARK NO.2 - NGS BRONZE DISK CEMENTED IN SANDSTONE BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0572 ***********************************************************************
 MS0572  DESIGNATION -  98 FMK
 MS0572  PID         -  MS0572
 MS0572  STATE/COUNTY-  UT/BOX ELDER
 MS0572  COUNTRY     -  US
 MS0572  USGS QUAD   -  DOLPHIN ISLAND WEST (2017)
 MS0572
 MS0572                         *CURRENT SURVEY CONTROL
 MS0572  ______________________________________________________________________
 MS0572* NAD 83(1986) POSITION- 41 23 50.     (N) 113 02 51.     (W)   SCALED
 MS0572* NAVD 88 ORTHO HEIGHT -  1302.928 (meters)     4274.69  (feet) ADJUSTED
 MS0572  ______________________________________________________________________
 MS0572  GEOID HEIGHT    -        -16.531 (meters)                     GEOID18
 MS0572  DYNAMIC HEIGHT  -       1302.025 (meters)     4271.73  (feet) COMP
 MS0572  MODELED GRAVITY -    979,885.7   (mgal)                       NAVD 88
 MS0572
 MS0572  VERT ORDER      -  SECOND    CLASS 0
 MS0572
 MS0572.The horizontal coordinates were scaled from a map and have
 MS0572.an estimated accuracy of +/- 6 seconds.
 MS0572
 MS0572.The orthometric height was determined by differential leveling and
 MS0572.adjusted by the NATIONAL GEODETIC SURVEY
 MS0572.in June 1991.
 MS0572
 MS0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0572.GEOID18 height accuracy estimate available here.
 MS0572
 MS0572.Click photographs - Photos may exist for this station.
 MS0572
 MS0572.The dynamic height is computed by dividing the NAVD 88
 MS0572.geopotential number by the normal gravity value computed on the
 MS0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0572.degrees latitude (g = 980.6199 gals.).
 MS0572
 MS0572.The modeled gravity was interpolated from observed gravity values.
 MS0572
 MS0572;                    North         East    Units  Estimated Accuracy
 MS0572;SPC UT N     - 1,119,300.      370,600.      MT  (+/- 180 meters Scaled)
 MS0572
 MS0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL288848(NAD 83)
 MS0572
 MS0572                          SUPERSEDED SURVEY CONTROL
 MS0572
 MS0572  NGVD 29 (??/??/92) 1301.927  (m)         4271.41   (f) ADJ UNCH    2 0
 MS0572
 MS0572.Superseded values are not recommended for survey control.
 MS0572
 MS0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0572.See file dsdata.pdf to determine how the superseded data were derived.
 MS0572
 MS0572_MARKER: DB = BENCH MARK DISK
 MS0572_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0572_STAMPING: 98 FMK 1966
 MS0572_MARK LOGO: USGS
 MS0572_PROJECTION: FLUSH
 MS0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0572_ROD/PIPE-DEPTH: 6.71 meters
 MS0572
 MS0572  HISTORY     - Date     Condition        Report By
 MS0572  HISTORY     - 1966     MONUMENTED       USGS
 MS0572
 MS0572                          STATION DESCRIPTION
 MS0572
 MS0572'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MS0572'18.7 KM (11.60 MI) NORTH FROM HOGUP.
 MS0572'1.3 MILES NORTH FROM HOGUP, TO JCT.  OF ROADS NORTH AND NORTHWEST,
 MS0572'THENCE 10.3 MILES NORTH ALONG 4-WHEEL DRIVE ROAD, IN A LARGE FLAT
 MS0572'AREACOVERED WITH DARK BROWN ROCKS, 25 FEET SOUTH OF THE ROAD.
 MS0572'THE MARK IS 1 FT  N FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0486 ***********************************************************************
 HN0486  DESIGNATION -  98 WF
 HN0486  PID         -  HN0486
 HN0486  STATE/COUNTY-  UT/KANE
 HN0486  COUNTRY     -  US
 HN0486  USGS QUAD   -  BIG HOLLOW WASH (2017)
 HN0486
 HN0486                         *CURRENT SURVEY CONTROL
 HN0486  ______________________________________________________________________
 HN0486* NAD 83(1986) POSITION- 37 28 54.     (N) 111 14 32.     (W)   SCALED
 HN0486* NAVD 88 ORTHO HEIGHT -  1481.127 (meters)     4859.33  (feet) ADJUSTED
 HN0486  ______________________________________________________________________
 HN0486  GEOID HEIGHT    -        -21.844 (meters)                     GEOID18
 HN0486  DYNAMIC HEIGHT  -       1479.468 (meters)     4853.89  (feet) COMP
 HN0486  MODELED GRAVITY -    979,458.4   (mgal)                       NAVD 88
 HN0486
 HN0486  VERT ORDER      -  SECOND    CLASS 0
 HN0486
 HN0486.The horizontal coordinates were scaled from a map and have
 HN0486.an estimated accuracy of +/- 6 seconds.
 HN0486
 HN0486.The orthometric height was determined by differential leveling and
 HN0486.adjusted by the NATIONAL GEODETIC SURVEY
 HN0486.in June 1991.
 HN0486
 HN0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0486.GEOID18 height accuracy estimate available here.
 HN0486
 HN0486.Click photographs - Photos may exist for this station.
 HN0486
 HN0486.The dynamic height is computed by dividing the NAVD 88
 HN0486.geopotential number by the normal gravity value computed on the
 HN0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0486.degrees latitude (g = 980.6199 gals.).
 HN0486
 HN0486.The modeled gravity was interpolated from observed gravity values.
 HN0486
 HN0486;                    North         East    Units  Estimated Accuracy
 HN0486;SPC UT S     - 3,090,480.      522,800.      MT  (+/- 180 meters Scaled)
 HN0486
 HN0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG785483(NAD 83)
 HN0486
 HN0486                          SUPERSEDED SURVEY CONTROL
 HN0486
 HN0486  NGVD 29 (??/??/92) 1480.081  (m)         4855.90   (f) ADJ UNCH    2 0
 HN0486
 HN0486.Superseded values are not recommended for survey control.
 HN0486
 HN0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0486.See file dsdata.pdf to determine how the superseded data were derived.
 HN0486
 HN0486_MARKER: DB = BENCH MARK DISK
 HN0486_SETTING: 80 = SET IN A BOULDER
 HN0486_STAMPING: 98 W F 1952 4857
 HN0486_MARK LOGO: USGS
 HN0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0486+STABILITY: SURFACE MOTION
 HN0486
 HN0486  HISTORY     - Date     Condition        Report By
 HN0486  HISTORY     - 1952     MONUMENTED       USGS
 HN0486  HISTORY     - 1963     GOOD             CGS
 HN0486
 HN0486                          STATION DESCRIPTION
 HN0486
 HN0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0486'29.05 MI SE FROM ESCALANTE.
 HN0486'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0486'AT ESCALANTE, THENCE 24.05 MILES SOUTHEAST ALONG A DIRT ROAD, ON THE
 HN0486'SOUTH BANK OF A DRY WASH, 29 FEET EAST OF THE CENTER LINE OF THE ROAD,
 HN0486'IN THE TOP OF A 5- BY 7-FOOT FLAT SANDSTONE BOULDER WHICH PROJECTS
 HN0486'ABOUT 1/2 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0195 ***********************************************************************
 KN0195  DESIGNATION -  9821
 KN0195  PID         -  KN0195
 KN0195  STATE/COUNTY-  UT/CARBON
 KN0195  COUNTRY     -  US
 KN0195  USGS QUAD   -  SCOFIELD (2017)
 KN0195
 KN0195                         *CURRENT SURVEY CONTROL
 KN0195  ______________________________________________________________________
 KN0195* NAD 83(1986) POSITION- 39 38 26.     (N) 111 11 33.     (W)   SCALED
 KN0195* NAVD 88 ORTHO HEIGHT -  2995.095 (meters)     9826.41  (feet) ADJUSTED
 KN0195  ______________________________________________________________________
 KN0195  GEOID HEIGHT    -        -15.880 (meters)                     GEOID18
 KN0195  DYNAMIC HEIGHT  -       2991.693 (meters)     9815.25  (feet) COMP
 KN0195  MODELED GRAVITY -    979,379.2   (mgal)                       NAVD 88
 KN0195
 KN0195  VERT ORDER      -  SECOND    CLASS 0
 KN0195
 KN0195.The horizontal coordinates were scaled from a map and have
 KN0195.an estimated accuracy of +/- 6 seconds.
 KN0195
 KN0195.The orthometric height was determined by differential leveling and
 KN0195.adjusted by the NATIONAL GEODETIC SURVEY
 KN0195.in June 1991.
 KN0195
 KN0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0195.GEOID18 height accuracy estimate available here.
 KN0195
 KN0195.Click photographs - Photos may exist for this station.
 KN0195
 KN0195.The dynamic height is computed by dividing the NAVD 88
 KN0195.geopotential number by the normal gravity value computed on the
 KN0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0195.degrees latitude (g = 980.6199 gals.).
 KN0195
 KN0195.The modeled gravity was interpolated from observed gravity values.
 KN0195
 KN0195;                    North         East    Units  Estimated Accuracy
 KN0195;SPC UT C     - 2,145,170.      526,390.      MT  (+/- 180 meters Scaled)
 KN0195
 KN0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ834878(NAD 83)
 KN0195
 KN0195                          SUPERSEDED SURVEY CONTROL
 KN0195
 KN0195  NGVD 29 (??/??/92) 2993.776  (m)         9822.08   (f) ADJ UNCH    2 0
 KN0195
 KN0195.Superseded values are not recommended for survey control.
 KN0195
 KN0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0195.See file dsdata.pdf to determine how the superseded data were derived.
 KN0195
 KN0195_MARKER: P = PIPE CAP
 KN0195_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KN0195_STAMPING: 9821
 KN0195_MARK LOGO: USGS
 KN0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0195
 KN0195  HISTORY     - Date     Condition        Report By
 KN0195  HISTORY     - UNK      MONUMENTED       USGS
 KN0195  HISTORY     - 1935     GOOD             CGS
 KN0195
 KN0195                          STATION DESCRIPTION
 KN0195
 KN0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0195'2.9 MI W FROM CLEAR CREEK.
 KN0195'ABOUT 2.9 MILES WEST ALONG A TRAIL LEADING TO A SUMMIT FROM THE SCHOOL
 KN0195'AT CLEAR CREEK, CARBON COUNTY, AT THE HEAD OF JAMES CANYON, AT THE TOP
 KN0195'OF A DIVIDE, AT A SADDLE ABOUT HALFWAY BETWEEN TWO KNOBS, AND ABOUT
 KN0195'100 FEET SOUTH OF THE CENTER LINE OF THE TRAIL.  AN IRON POST WITH
 KN0195'METAL STRIP OVER THE TOP, STAMPED 9821.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0573 ***********************************************************************
 MS0573  DESIGNATION -  99 FMK
 MS0573  PID         -  MS0573
 MS0573  STATE/COUNTY-  UT/BOX ELDER
 MS0573  COUNTRY     -  US
 MS0573  USGS QUAD   -  DOLPHIN ISLAND WEST (2017)
 MS0573
 MS0573                         *CURRENT SURVEY CONTROL
 MS0573  ______________________________________________________________________
 MS0573* NAD 83(1986) POSITION- 41 23 41.     (N) 113 03 58.     (W)   SCALED
 MS0573* NAVD 88 ORTHO HEIGHT -  1309.651 (meters)     4296.75  (feet) ADJUSTED
 MS0573  ______________________________________________________________________
 MS0573  GEOID HEIGHT    -        -16.517 (meters)                     GEOID18
 MS0573  DYNAMIC HEIGHT  -       1308.746 (meters)     4293.78  (feet) COMP
 MS0573  MODELED GRAVITY -    979,887.3   (mgal)                       NAVD 88
 MS0573
 MS0573  VERT ORDER      -  SECOND    CLASS 0
 MS0573
 MS0573.The horizontal coordinates were scaled from a map and have
 MS0573.an estimated accuracy of +/- 6 seconds.
 MS0573
 MS0573.The orthometric height was determined by differential leveling and
 MS0573.adjusted by the NATIONAL GEODETIC SURVEY
 MS0573.in June 1991.
 MS0573
 MS0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0573.GEOID18 height accuracy estimate available here.
 MS0573
 MS0573.Click photographs - Photos may exist for this station.
 MS0573
 MS0573.The dynamic height is computed by dividing the NAVD 88
 MS0573.geopotential number by the normal gravity value computed on the
 MS0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0573.degrees latitude (g = 980.6199 gals.).
 MS0573
 MS0573.The modeled gravity was interpolated from observed gravity values.
 MS0573
 MS0573;                    North         East    Units  Estimated Accuracy
 MS0573;SPC UT N     - 1,119,050.      369,040.      MT  (+/- 180 meters Scaled)
 MS0573
 MS0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL272846(NAD 83)
 MS0573
 MS0573                          SUPERSEDED SURVEY CONTROL
 MS0573
 MS0573  NGVD 29 (??/??/92) 1308.68   (m)         4293.6    (f) COMPUTED    2 0
 MS0573
 MS0573.Superseded values are not recommended for survey control.
 MS0573
 MS0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0573.See file dsdata.pdf to determine how the superseded data were derived.
 MS0573
 MS0573_MARKER: DB = BENCH MARK DISK
 MS0573_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0573_STAMPING: 99 FMK 1966
 MS0573_MARK LOGO: USGS
 MS0573_PROJECTION: FLUSH
 MS0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0573_ROD/PIPE-DEPTH: 6.71 meters
 MS0573
 MS0573  HISTORY     - Date     Condition        Report By
 MS0573  HISTORY     - 1966     MONUMENTED       USGS
 MS0573
 MS0573                          STATION DESCRIPTION
 MS0573
 MS0573'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MS0573'17.1 KM (10.60 MI) NORTH FROM HOGUP.
 MS0573'1.3 MILES NORTH FROM HOGUP, TO JCT OF ROADS NORTH AND NORTHWEST,
 MS0573'THENCE 9.3 MILES NORTH ALONG 4-WHEEL DRIVE ROAD, IN A FLAT AREA
 MS0573'BETWEEN TWO DRAINS, 28 FEET SOUTH OF ROAD.
 MS0573'THE MARK IS 1 FT  S FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0488 ***********************************************************************
 HN0488  DESIGNATION -  99 WF
 HN0488  PID         -  HN0488
 HN0488  STATE/COUNTY-  UT/KANE
 HN0488  COUNTRY     -  US
 HN0488  USGS QUAD   -  BIG HOLLOW WASH (2017)
 HN0488
 HN0488                         *CURRENT SURVEY CONTROL
 HN0488  ______________________________________________________________________
 HN0488* NAD 83(1986) POSITION- 37 27 40.     (N) 111 12 54.     (W)   SCALED
 HN0488* NAVD 88 ORTHO HEIGHT -  1480.830 (meters)     4858.36  (feet) ADJUSTED
 HN0488  ______________________________________________________________________
 HN0488  GEOID HEIGHT    -        -21.934 (meters)                     GEOID18
 HN0488  DYNAMIC HEIGHT  -       1479.170 (meters)     4852.91  (feet) COMP
 HN0488  MODELED GRAVITY -    979,458.5   (mgal)                       NAVD 88
 HN0488
 HN0488  VERT ORDER      -  SECOND    CLASS 0
 HN0488
 HN0488.The horizontal coordinates were scaled from a map and have
 HN0488.an estimated accuracy of +/- 6 seconds.
 HN0488
 HN0488.The orthometric height was determined by differential leveling and
 HN0488.adjusted by the NATIONAL GEODETIC SURVEY
 HN0488.in June 1991.
 HN0488
 HN0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0488.GEOID18 height accuracy estimate available here.
 HN0488
 HN0488.Click photographs - Photos may exist for this station.
 HN0488
 HN0488.The dynamic height is computed by dividing the NAVD 88
 HN0488.geopotential number by the normal gravity value computed on the
 HN0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0488.degrees latitude (g = 980.6199 gals.).
 HN0488
 HN0488.The modeled gravity was interpolated from observed gravity values.
 HN0488
 HN0488;                    North         East    Units  Estimated Accuracy
 HN0488;SPC UT S     - 3,088,210.      525,210.      MT  (+/- 180 meters Scaled)
 HN0488
 HN0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG809460(NAD 83)
 HN0488
 HN0488                          SUPERSEDED SURVEY CONTROL
 HN0488
 HN0488  NGVD 29 (??/??/92) 1479.792  (m)         4854.95   (f) ADJ UNCH    2 0
 HN0488
 HN0488.Superseded values are not recommended for survey control.
 HN0488
 HN0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0488.See file dsdata.pdf to determine how the superseded data were derived.
 HN0488
 HN0488_MARKER: DD = SURVEY DISK
 HN0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0488_STAMPING: 99 W F 1952 4856
 HN0488_MARK LOGO: USGS
 HN0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0488+STABILITY: SURFACE MOTION
 HN0488
 HN0488  HISTORY     - Date     Condition        Report By
 HN0488  HISTORY     - 1952     MONUMENTED       USGS
 HN0488  HISTORY     - 1963     GOOD             CGS
 HN0488
 HN0488                          STATION DESCRIPTION
 HN0488
 HN0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0488'31.15 MI SE FROM ESCALANTE.
 HN0488'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0488'AT ESCALANTE, THENCE 26.15 MILES SOUTHEAST ALONG A DIRT ROAD, 0.5 MILE
 HN0488'SOUTHEAST OF A COYOTE HOLE WATER SIGN, 24 FEET SOUTHWEST OF THE CENTER
 HN0488'LINE OF THE ROAD, 1.1 FEET NORTHEAST OF A WITNESS POST, ABOUT 3 FEET
 HN0488'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HN0488'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1131 ***********************************************************************
 LO1131  DESIGNATION -  9W
 LO1131  PID         -  LO1131
 LO1131  STATE/COUNTY-  UT/DUCHESNE
 LO1131  COUNTRY     -  US
 LO1131  USGS QUAD   -  GRANDADDY LAKE (2017)
 LO1131
 LO1131                         *CURRENT SURVEY CONTROL
 LO1131  ______________________________________________________________________
 LO1131* NAD 83(1994) POSITION- 40 32 02.95534(N) 110 52 18.16919(W)   ADJUSTED
 LO1131* NAVD 88 ORTHO HEIGHT -  2263.2   (meters)     7425.    (feet) VERTCON3
 LO1131  ______________________________________________________________________
 LO1131  GEOID HEIGHT    -        -13.714 (meters)                     GEOID18
 LO1131  LAPLACE CORR    -          1.33  (seconds)                    DEFLEC18
 LO1131  HORZ ORDER      -  SECOND
 LO1131
 LO1131.The horizontal coordinates were established by classical geodetic methods
 LO1131.and adjusted by the National Geodetic Survey in November 1997.
 LO1131
 LO1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1131
 LO1131.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1131.GEOID18 height accuracy estimate available here.
 LO1131
 LO1131.Click photographs - Photos may exist for this station.
 LO1131
 LO1131.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1131
 LO1131. The following values were computed from the NAD 83(1994) position.
 LO1131
 LO1131;                    North         East     Units Scale Factor Converg.
 LO1131;SPC UT C     - 2,244,526.560   553,229.546   MT  0.99997324   +0 24 08.9
 LO1131;SPC UT C     - 7,363,917.56  1,815,053.94   sFT  0.99997324   +0 24 08.9
 LO1131;UTM  12      - 4,487,053.765   510,864.683   MT  0.99960145   +0 05 00.1
 LO1131
 LO1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1131!SPC UT C     -   0.99964724  x   0.99997324  =   0.99962049
 LO1131!UTM  12      -   0.99964724  x   0.99960145  =   0.99924883
 LO1131
 LO1131:                Primary Azimuth Mark                     Grid Az
 LO1131:SPC UT C     -  HADES                                    048 36 28.1
 LO1131:UTM  12      -  HADES                                    048 55 36.9
 LO1131
 LO1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK1086487053(NAD 83)
 LO1131
 LO1131|---------------------------------------------------------------------|
 LO1131| PID    Reference Object                     Distance      Geod. Az  |
 LO1131|                                                           dddmmss.s |
 LO1131| LO1130 HADES                               APPROX. 1.4 KM 0490037.0 |
 LO1131| CP4517 9W RM 2                              11.620 METERS 07243     |
 LO1131| CP4516 9W RM 1                               9.924 METERS 35330     |
 LO1131|---------------------------------------------------------------------|
 LO1131
 LO1131                          SUPERSEDED SURVEY CONTROL
 LO1131
 LO1131  NAD 83(1993)-  40 32 02.95443(N)    110 52 18.16819(W) AD(       ) 2
 LO1131  NAD 83(1986)-  40 32 02.93998(N)    110 52 18.15775(W) AD(       ) 2
 LO1131  NAD 27      -  40 32 03.14200(N)    110 52 15.56400(W) AD(       ) 2
 LO1131  NGVD 29 (07/19/86) 2261.8    (m)         7421.     (f) VERT ANG       
 LO1131
 LO1131.Superseded values are not recommended for survey control.
 LO1131
 LO1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1131.See file dsdata.pdf to determine how the superseded data were derived.
 LO1131
 LO1131_MARKER: DB = BENCH MARK DISK
 LO1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO1131_STAMPING: 9W 1946
 LO1131_MARK LOGO: BOR
 LO1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1131+STABILITY: SURFACE MOTION
 LO1131
 LO1131  HISTORY     - Date     Condition        Report By
 LO1131  HISTORY     - 1946     MONUMENTED       BOR
 LO1131
 LO1131                          STATION DESCRIPTION
 LO1131
 LO1131'DESCRIBED BY US BUREAU OF RECLAMATION 1946 (DHK)
 LO1131'THE STATION IS LOCATED ABOUT 29 MILES EAST-NORTHEAST OF HEBER
 LO1131'IN A CAMP AREA IN HADES CANYON.  THE STATION MARK IS A BUREAU OF
 LO1131'RECLAMATION BENCH MARK SET IN A SQUARE 8-INCH CONCRETE POST
 LO1131'THAT PROJECTS 8 INCHES, IS 22 FEET EAST OF THE CENTER LINE OF
 LO1131'A ROAD AND 12 FEET EAST OF A SIGN--GRANDADDY LAKES-HADES
 LO1131'CANYON.  IT IS STAMPED--9W 1946.
 LO1131'
 LO1131'REFERENCE MARK NO. 1 IS SET FLUSH AT THE SAME ELEVATION AS
 LO1131'THE STATION MARK.  IT IS STAMPED--9 W NO 1 1946.
 LO1131'
 LO1131'REFERENCE MARK NO. 2 IS SET FLUSH AT THE SAME ELEVATION AS
 LO1131'THE STATION MARK.  IT IS STAMPED--9 W NO 2 1946.
 LO1131'
 LO1131'TO REACH THE STATION FROM DUCHESNE, GO WEST ON U.S. HIGHWAY
 LO1131'40, 19.0 MILES TO A ROAD RIGHT.  TURN RIGHT, GO 11.8 MILES
 LO1131'TO A T INTERSECTION.  TURN LEFT, FOLLOW MAIN ROAD 11.7 MILES
 LO1131'TO STOCKMORE RANGER STATION ON LEFT.  CONTINUE 0.3 MILE TO
 LO1131'A ROAD RIGHT.  TURN RIGHT, GO 6.3 MILES TO A CAMP AREA AND
 LO1131'STATION ON RIGHT.  A DRIVE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0399 ***********************************************************************
 MR0399  DESIGNATION -  A
 MR0399  PID         -  MR0399
 MR0399  STATE/COUNTY-  UT/WEBER
 MR0399  COUNTRY     -  US
 MR0399  USGS QUAD   -  OGDEN (2017)
 MR0399
 MR0399                         *CURRENT SURVEY CONTROL
 MR0399  ______________________________________________________________________
 MR0399* NAD 83(1986) POSITION- 41 13 23.4    (N) 111 59 16.7    (W)   HD_HELD2
 MR0399* NAVD 88 ORTHO HEIGHT -  1310.293 (meters)     4298.85  (feet) ADJUSTED
 MR0399  ______________________________________________________________________
 MR0399  GEOID HEIGHT    -        -16.741 (meters)                     GEOID18
 MR0399  DYNAMIC HEIGHT  -       1309.295 (meters)     4295.58  (feet) COMP
 MR0399  MODELED GRAVITY -    979,817.8   (mgal)                       NAVD 88
 MR0399
 MR0399  VERT ORDER      -  FIRST     CLASS I
 MR0399
 MR0399.The horizontal coordinates were established by autonomous hand held GPS
 MR0399.observations and have an estimated accuracy of +/- 10 meters.
 MR0399
 MR0399.The orthometric height was determined by differential leveling and
 MR0399.adjusted by the NATIONAL GEODETIC SURVEY
 MR0399.in June 1991.
 MR0399
 MR0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0399.GEOID18 height accuracy estimate available here.
 MR0399
 MR0399.Click photographs - Photos may exist for this station.
 MR0399
 MR0399.The dynamic height is computed by dividing the NAVD 88
 MR0399.geopotential number by the normal gravity value computed on the
 MR0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0399.degrees latitude (g = 980.6199 gals.).
 MR0399
 MR0399.The modeled gravity was interpolated from observed gravity values.
 MR0399
 MR0399;                    North         East    Units  Estimated Accuracy
 MR0399;SPC UT N     - 1,098,931.      459,085.      MT  (+/- 10 meters HH2 GPS)
 MR0399
 MR0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1719064001(NAD 83)
 MR0399
 MR0399                          SUPERSEDED SURVEY CONTROL
 MR0399
 MR0399  NGVD 29 (??/??/92) 1309.292  (m)         4295.57   (f) ADJ UNCH    1 1
 MR0399
 MR0399.Superseded values are not recommended for survey control.
 MR0399
 MR0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0399.See file dsdata.pdf to determine how the superseded data were derived.
 MR0399
 MR0399_MARKER: Q = CHISELED SQUARE
 MR0399_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0399_SP_SET: BRIDGE ABUTMENT
 MR0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0399
 MR0399  HISTORY     - Date     Condition        Report By
 MR0399  HISTORY     - 1903     MONUMENTED       CGS
 MR0399  HISTORY     - 19030502 GOOD             CGS
 MR0399  HISTORY     - 1953     GOOD             CGS
 MR0399  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0399
 MR0399                          STATION DESCRIPTION
 MR0399
 MR0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (RLL)
 MR0399'THE STATION IS LOCATED ABOUT 4.7 MI (7.5 KM) NORTH-NORTHEAST OF ROY,
 MR0399'4.6 MI (7.5 KM) NORTH-NORTHEAST OF ROY PARK ADDITION SUBDIVISION AND
 MR0399'0.8 MI (1.3 KM) WEST OF OGDEN.
 MR0399
 MR0399                          STATION RECOVERY (1953)
 MR0399
 MR0399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 MR0399'IN OGDEN.
 MR0399'AT OGDEN, ABOUT 0.7 MILE WEST OF THE POST OFFICE, ALONG A BRANCH OF
 MR0399'THE UNION PACIFIC RAILROAD UNDER THE WEST END OF THE 24TH. STREET
 MR0399'VIADUCT OVER THE RAILROAD YARDS, AT THE EAST END OF BRIDGE 0.02 OVER
 MR0399'WEBER RIVER, IN THE TOP OF THE NORTH END OF THE EAST BRIDGE SEAT,
 MR0399'141.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SWIFT AND COMPANY
 MR0399'BUILDING, 59.3 FEET NORTH OF THE NORTH STEEL BEAM OF THE 24TH. STREET
 MR0399'VIADUCT, 8.7 FEET NORTH OF THE NORTH RAIL, 0.4 FOOT SOUTHWEST OF THE
 MR0399'NORTHWEST CORNER OF THE BRIDGE SEAT, AND 3.9 FEET LOWER THAN THE TOP
 MR0399'OF THE RAIL.
 MR0399
 MR0399                          STATION RECOVERY (1983)
 MR0399
 MR0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0399'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0190 ***********************************************************************
 MS0190  DESIGNATION -  A 10
 MS0190  PID         -  MS0190
 MS0190  STATE/COUNTY-  UT/BOX ELDER
 MS0190  COUNTRY     -  US
 MS0190  USGS QUAD   -  GOLDEN SPIKE MONUMENT (2017)
 MS0190
 MS0190                         *CURRENT SURVEY CONTROL
 MS0190  ______________________________________________________________________
 MS0190* NAD 83(1986) POSITION- 41 34 04.     (N) 112 37 02.     (W)   SCALED
 MS0190* NAVD 88 ORTHO HEIGHT -  1442.224 (meters)     4731.70  (feet) ADJUSTED
 MS0190  ______________________________________________________________________
 MS0190  GEOID HEIGHT    -        -15.866 (meters)                     GEOID18
 MS0190  DYNAMIC HEIGHT  -       1441.241 (meters)     4728.47  (feet) COMP
 MS0190  MODELED GRAVITY -    979,890.5   (mgal)                       NAVD 88
 MS0190
 MS0190  VERT ORDER      -  FIRST     CLASS II
 MS0190
 MS0190.The horizontal coordinates were scaled from a map and have
 MS0190.an estimated accuracy of +/- 6 seconds.
 MS0190
 MS0190.The orthometric height was determined by differential leveling and
 MS0190.adjusted by the NATIONAL GEODETIC SURVEY
 MS0190.in June 1991.
 MS0190
 MS0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0190.GEOID18 height accuracy estimate available here.
 MS0190
 MS0190.Click photographs - Photos may exist for this station.
 MS0190
 MS0190.The dynamic height is computed by dividing the NAVD 88
 MS0190.geopotential number by the normal gravity value computed on the
 MS0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0190.degrees latitude (g = 980.6199 gals.).
 MS0190
 MS0190.The modeled gravity was interpolated from observed gravity values.
 MS0190
 MS0190;                    North         East    Units  Estimated Accuracy
 MS0190;SPC UT N     - 1,137,690.      406,820.      MT  (+/- 180 meters Scaled)
 MS0190
 MS0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM651030(NAD 83)
 MS0190
 MS0190                          SUPERSEDED SURVEY CONTROL
 MS0190
 MS0190  NGVD 29 (??/??/92) 1441.236  (m)         4728.46   (f) ADJ UNCH    1 2
 MS0190
 MS0190.Superseded values are not recommended for survey control.
 MS0190
 MS0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0190.See file dsdata.pdf to determine how the superseded data were derived.
 MS0190
 MS0190_MARKER: P = PIPE CAP
 MS0190_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MS0190_STAMPING: ELEV. 4728.455 FT. A 10 1911
 MS0190_MARK LOGO: CGS
 MS0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0190
 MS0190  HISTORY     - Date     Condition        Report By
 MS0190  HISTORY     - 1911     MONUMENTED       CGS
 MS0190  HISTORY     - 1953     GOOD             CGS
 MS0190
 MS0190                          STATION DESCRIPTION
 MS0190
 MS0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0190'5.3 MI SW FROM PROMONTORY.
 MS0190'3.1 MILES SOUTHWEST ALONG A COUNTY GRAVELED ROAD FROM THE GOLDEN SPIKE
 MS0190'MONUMENT AT PROMONTORY, THENCE 2.2 MILES SOUTHWEST ALONG A GRAVELED
 MS0190'ROAD ON THE ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED. 0.45 MILE
 MS0190'EAST OF MILEPOLE 767, 301.2 FEET EAST OF THE CENTER OF THE SOUTH END
 MS0190'OF A 2- BY 2-FOOT STONE-AND-WOODEN BOX CULVERT, 144 1/2 FEET WEST OF
 MS0190'TELEPHONE POLE 17B, ON TOP OF A CUT BANK, 91 FEET EAST OF THE WEST END
 MS0190'OF THE CUT BANK, 59 FEET SOUTH OF AND ACROSS THE TRACK FROM A
 MS0190'TELEPHONE POLE MARKED BY THE WHITE PAINTED LETTERS BM, 31 FEET SOUTH
 MS0190'OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTH OF A WITNESS POST, AND
 MS0190'SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE
 MS0190'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0190 ***********************************************************************
 HM0190  DESIGNATION -  A 100
 HM0190  PID         -  HM0190
 HM0190  STATE/COUNTY-  UT/SAN JUAN
 HM0190  COUNTRY     -  US
 HM0190  USGS QUAD   -  BLACK MESA BUTTE (2017)
 HM0190
 HM0190                         *CURRENT SURVEY CONTROL
 HM0190  ______________________________________________________________________
 HM0190* NAD 83(1986) POSITION- 37 34 27.6    (N) 109 32 50.1    (W)   HD_HELD2
 HM0190* NAVD 88 ORTHO HEIGHT -  1768.451 (meters)     5801.99  (feet) ADJUSTED
 HM0190  ______________________________________________________________________
 HM0190  GEOID HEIGHT    -        -20.011 (meters)                     GEOID18
 HM0190  DYNAMIC HEIGHT  -       1766.387 (meters)     5795.22  (feet) COMP
 HM0190  MODELED GRAVITY -    979,400.3   (mgal)                       NAVD 88
 HM0190
 HM0190  VERT ORDER      -  FIRST     CLASS II
 HM0190
 HM0190.The horizontal coordinates were established by autonomous hand held GPS
 HM0190.observations and have an estimated accuracy of +/- 10 meters.
 HM0190
 HM0190.The orthometric height was determined by differential leveling and
 HM0190.adjusted by the NATIONAL GEODETIC SURVEY
 HM0190.in June 1991.
 HM0190
 HM0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0190.GEOID18 height accuracy estimate available here.
 HM0190
 HM0190.Click photographs - Photos may exist for this station.
 HM0190
 HM0190.The dynamic height is computed by dividing the NAVD 88
 HM0190.geopotential number by the normal gravity value computed on the
 HM0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0190.degrees latitude (g = 980.6199 gals.).
 HM0190
 HM0190.The modeled gravity was interpolated from observed gravity values.
 HM0190
 HM0190;                    North         East    Units  Estimated Accuracy
 HM0190;SPC UT S     - 3,102,537.      672,482.      MT  (+/- 10 meters HH2 GPS)
 HM0190
 HM0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG2828459579(NAD 83)
 HM0190
 HM0190                          SUPERSEDED SURVEY CONTROL
 HM0190
 HM0190  NGVD 29 (??/??/92) 1767.397  (m)         5798.54   (f) ADJ UNCH    1 2
 HM0190
 HM0190.Superseded values are not recommended for survey control.
 HM0190
 HM0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0190.See file dsdata.pdf to determine how the superseded data were derived.
 HM0190
 HM0190_MARKER: DB = BENCH MARK DISK
 HM0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0190_STAMPING: A 100 1958
 HM0190_MARK LOGO: CGS
 HM0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0190+STABILITY: SURFACE MOTION
 HM0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0190+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2012
 HM0190
 HM0190  HISTORY     - Date     Condition        Report By
 HM0190  HISTORY     - 1958     MONUMENTED       CGS
 HM0190  HISTORY     - 1959     GOOD             CGS
 HM0190  HISTORY     - 1979     GOOD             NGS
 HM0190  HISTORY     - 1979     GOOD             NGS
 HM0190  HISTORY     - 20120906 GOOD             GEOCAC
 HM0190
 HM0190                          STATION DESCRIPTION
 HM0190
 HM0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0190'7.45 MI SW FROM BLANDING.
 HM0190'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0190'BLANDING, THENCE 3.55 MILES WEST ALONG STATE HIGHWAY 95, 0.25 MILE
 HM0190'EAST OF THE JUNCTION OF A ROAD NORTH, 55 YARDS EAST OF THE EAST END OF
 HM0190'A LONG SHALLOW CUT, 69 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 HM0190'HIGHWAY, 2.6 FEET NORTH OF A WITNESS POST, 5 FEET HIGHER THAN THE
 HM0190'HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HM0190
 HM0190                          STATION RECOVERY (1979)
 HM0190
 HM0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0190'RECOVERED IN GOOD CONDITION.
 HM0190
 HM0190                          STATION RECOVERY (1979)
 HM0190
 HM0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0190'RECOVERED IN GOOD CONDITION.
 HM0190
 HM0190                          STATION RECOVERY (2012)
 HM0190
 HM0190'RECOVERY NOTE BY GEOCACHING 2012 (BA)
 HM0190'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0057 ***********************************************************************
 LO0057  DESIGNATION -  A 101
 LO0057  PID         -  LO0057
 LO0057  STATE/COUNTY-  UT/DUCHESNE
 LO0057  COUNTRY     -  US
 LO0057  USGS QUAD   -  TALMAGE (2017)
 LO0057
 LO0057                         *CURRENT SURVEY CONTROL
 LO0057  ______________________________________________________________________
 LO0057* NAD 83(1986) POSITION- 40 16 28.     (N) 110 27 35.     (W)   SCALED
 LO0057* NAVD 88 ORTHO HEIGHT -  1815.242 (meters)     5955.51  (feet) ADJUSTED
 LO0057  ______________________________________________________________________
 LO0057  GEOID HEIGHT    -        -16.629 (meters)                     GEOID18
 LO0057  DYNAMIC HEIGHT  -       1813.404 (meters)     5949.48  (feet) COMP
 LO0057  MODELED GRAVITY -    979,550.1   (mgal)                       NAVD 88
 LO0057
 LO0057  VERT ORDER      -  SECOND    CLASS 0
 LO0057
 LO0057.The horizontal coordinates were scaled from a map and have
 LO0057.an estimated accuracy of +/- 6 seconds.
 LO0057
 LO0057.The orthometric height was determined by differential leveling and
 LO0057.adjusted by the NATIONAL GEODETIC SURVEY
 LO0057.in June 1991.
 LO0057
 LO0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0057.GEOID18 height accuracy estimate available here.
 LO0057
 LO0057.Click photographs - Photos may exist for this station.
 LO0057
 LO0057.The dynamic height is computed by dividing the NAVD 88
 LO0057.geopotential number by the normal gravity value computed on the
 LO0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0057.degrees latitude (g = 980.6199 gals.).
 LO0057
 LO0057.The modeled gravity was interpolated from observed gravity values.
 LO0057
 LO0057;                    North         East    Units  Estimated Accuracy
 LO0057;SPC UT C     - 2,216,020.      588,470.      MT  (+/- 180 meters Scaled)
 LO0057
 LO0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK459583(NAD 83)
 LO0057
 LO0057                          SUPERSEDED SURVEY CONTROL
 LO0057
 LO0057  NGVD 29 (??/??/92) 1813.857  (m)         5950.96   (f) ADJ UNCH    2 0
 LO0057
 LO0057.Superseded values are not recommended for survey control.
 LO0057
 LO0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0057.See file dsdata.pdf to determine how the superseded data were derived.
 LO0057
 LO0057_MARKER: DB = BENCH MARK DISK
 LO0057_SETTING: 66 = SET IN ROCK OUTCROP
 LO0057_STAMPING: A 101 1962
 LO0057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0057+STABILITY: POSITION/ELEVATION WELL
 LO0057
 LO0057  HISTORY     - Date     Condition        Report By
 LO0057  HISTORY     - 1962     MONUMENTED       CGS
 LO0057
 LO0057                          STATION DESCRIPTION
 LO0057
 LO0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0057'11.0 MI NW FROM DUCHESNE.
 LO0057'11.0 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0057'HIGHWAY 40 AT DUCHESNE, AT THE CROSSING OF A POWER LINE, IN THE TOP OF
 LO0057'A LARGE SANDSTONE OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE
 LO0057'GROUND, SOUTH-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 32 FEET
 LO0057'NORTHWEST OF POWER POLE E-528-15 T JUNCTION POLE, ABOUT 0.1 MILE WEST
 LO0057'OF A SMALL HOUSE, 4.9 FEET SOUTH OF A WITNESS POST, AND ABOUT 2 FEET
 LO0057'HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0356 ***********************************************************************
 LN0356  DESIGNATION -  A 102
 LN0356  PID         -  LN0356
 LN0356  STATE/COUNTY-  UT/DAGGETT
 LN0356  COUNTRY     -  US
 LN0356  USGS QUAD   -  FLAMING GORGE (2017)
 LN0356
 LN0356                         *CURRENT SURVEY CONTROL
 LN0356  ______________________________________________________________________
 LN0356* NAD 83(1986) POSITION- 40 59 01.     (N) 109 33 33.     (W)   SCALED
 LN0356* NAVD 88 ORTHO HEIGHT -  1803.606 (meters)     5917.33  (feet) ADJUSTED
 LN0356  ______________________________________________________________________
 LN0356  GEOID HEIGHT    -        -14.277 (meters)                     GEOID18
 LN0356  DYNAMIC HEIGHT  -       1801.973 (meters)     5911.97  (feet) COMP
 LN0356  MODELED GRAVITY -    979,655.7   (mgal)                       NAVD 88
 LN0356
 LN0356  VERT ORDER      -  SECOND    CLASS 0
 LN0356
 LN0356.The horizontal coordinates were scaled from a map and have
 LN0356.an estimated accuracy of +/- 6 seconds.
 LN0356
 LN0356.The orthometric height was determined by differential leveling and
 LN0356.adjusted by the NATIONAL GEODETIC SURVEY
 LN0356.in June 1991.
 LN0356
 LN0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0356.GEOID18 height accuracy estimate available here.
 LN0356
 LN0356.Click photographs - Photos may exist for this station.
 LN0356
 LN0356.The dynamic height is computed by dividing the NAVD 88
 LN0356.geopotential number by the normal gravity value computed on the
 LN0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0356.degrees latitude (g = 980.6199 gals.).
 LN0356
 LN0356.The modeled gravity was interpolated from observed gravity values.
 LN0356
 LN0356;                    North         East    Units  Estimated Accuracy
 LN0356;SPC UT N     - 1,074,040.      663,310.      MT  (+/- 180 meters Scaled)
 LN0356
 LN0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL212379(NAD 83)
 LN0356
 LN0356                          SUPERSEDED SURVEY CONTROL
 LN0356
 LN0356  NGVD 29 (??/??/92) 1802.317  (m)         5913.10   (f) ADJ UNCH    2 0
 LN0356
 LN0356.Superseded values are not recommended for survey control.
 LN0356
 LN0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0356.See file dsdata.pdf to determine how the superseded data were derived.
 LN0356
 LN0356_MARKER: DB = BENCH MARK DISK
 LN0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0356_STAMPING: A 102 1962
 LN0356_MARK LOGO: CGS
 LN0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0356+STABILITY: SURFACE MOTION
 LN0356
 LN0356  HISTORY     - Date     Condition        Report By
 LN0356  HISTORY     - 1962     MONUMENTED       CGS
 LN0356  HISTORY     - 20130623 MARK NOT FOUND   GEOCAC
 LN0356
 LN0356                          STATION DESCRIPTION
 LN0356
 LN0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0356'5.6 MI SE FROM LINWOOD.
 LN0356'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0356'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 0.6 MILE
 LN0356'NORTHEAST ALONG CLAY BASIN ROAD, 37 FEET NORTHWEST OF THE CENTER LINE
 LN0356'OF THE ROAD, 2.0 FEET EAST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER
 LN0356'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 LN0356'FOOT ABOVE THE GROUND.
 LN0356
 LN0356                          STATION RECOVERY (2013)
 LN0356
 LN0356'RECOVERY NOTE BY GEOCACHING 2013 (BRB)
 LN0356'THIS MARK HAS BEEN INUNDATED BY THE WATERS OF FLAMING GORGE RESERVOIR.
 LN0356'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0236 ***********************************************************************
 LN0236  DESIGNATION -  A 103
 LN0236  PID         -  LN0236
 LN0236  STATE/COUNTY-  UT/DAGGETT
 LN0236  COUNTRY     -  US
 LN0236  USGS QUAD   -  CLAY BASIN (2017)
 LN0236
 LN0236                         *CURRENT SURVEY CONTROL
 LN0236  ______________________________________________________________________
 LN0236* NAD 83(1986) POSITION- 40 57 46.     (N) 109 09 28.     (W)   SCALED
 LN0236* NAVD 88 ORTHO HEIGHT -  2042.230 (meters)     6700.22  (feet) ADJUSTED
 LN0236  ______________________________________________________________________
 LN0236  GEOID HEIGHT    -        -14.079 (meters)                     GEOID18
 LN0236  DYNAMIC HEIGHT  -       2040.394 (meters)     6694.19  (feet) COMP
 LN0236  MODELED GRAVITY -    979,651.9   (mgal)                       NAVD 88
 LN0236
 LN0236  VERT ORDER      -  SECOND    CLASS 0
 LN0236
 LN0236.The horizontal coordinates were scaled from a map and have
 LN0236.an estimated accuracy of +/- 6 seconds.
 LN0236
 LN0236.The orthometric height was determined by differential leveling and
 LN0236.adjusted by the NATIONAL GEODETIC SURVEY
 LN0236.in June 1991.
 LN0236
 LN0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0236.GEOID18 height accuracy estimate available here.
 LN0236
 LN0236.Click photographs - Photos may exist for this station.
 LN0236
 LN0236.The dynamic height is computed by dividing the NAVD 88
 LN0236.geopotential number by the normal gravity value computed on the
 LN0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0236.degrees latitude (g = 980.6199 gals.).
 LN0236
 LN0236.The modeled gravity was interpolated from observed gravity values.
 LN0236
 LN0236;                    North         East    Units  Estimated Accuracy
 LN0236;SPC UT N     - 1,072,560.      697,140.      MT  (+/- 180 meters Scaled)
 LN0236
 LN0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL550362(NAD 83)
 LN0236
 LN0236                          SUPERSEDED SURVEY CONTROL
 LN0236
 LN0236  NGVD 29 (??/??/92) 2040.959  (m)         6696.05   (f) ADJ UNCH    2 0
 LN0236
 LN0236.Superseded values are not recommended for survey control.
 LN0236
 LN0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0236.See file dsdata.pdf to determine how the superseded data were derived.
 LN0236
 LN0236_MARKER: DB = BENCH MARK DISK
 LN0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LN0236_SP_SET: FOUNDATION
 LN0236_STAMPING: A 103 1962
 LN0236_MARK LOGO: CGS
 LN0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0236
 LN0236  HISTORY     - Date     Condition        Report By
 LN0236  HISTORY     - 1962     MONUMENTED       CGS
 LN0236
 LN0236                          STATION DESCRIPTION
 LN0236
 LN0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0236'30.2 MI E FROM LINWOOD.
 LN0236'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0236'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 25.2 MILES
 LN0236'EAST ALONG CLAY BASIN ROAD, 0.05 MILE SOUTHEAST OF THE JUNCTION OF A
 LN0236'ROAD, IN THE TOP OF THE CENTER OF THE NORTHEAST CONCRETE FOUNDATION OF
 LN0236'A CATTLEGUARD, 6.5 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 0.8
 LN0236'FOOT SOUTH OF A FENCE POST, AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0137 ***********************************************************************
 LO0137  DESIGNATION -  A 104
 LO0137  PID         -  LO0137
 LO0137  STATE/COUNTY-  UT/WASATCH
 LO0137  COUNTRY     -  US
 LO0137  USGS QUAD   -  WOLF CREEK (2017)
 LO0137
 LO0137                         *CURRENT SURVEY CONTROL
 LO0137  ______________________________________________________________________
 LO0137* NAD 83(1986) POSITION- 40 28 44.     (N) 110 56 30.     (W)   SCALED
 LO0137* NAVD 88 ORTHO HEIGHT -  2513.187 (meters)     8245.35  (feet) ADJUSTED
 LO0137  ______________________________________________________________________
 LO0137  GEOID HEIGHT    -        -14.179 (meters)                     GEOID18
 LO0137  DYNAMIC HEIGHT  -       2510.584 (meters)     8236.81  (feet) COMP
 LO0137  MODELED GRAVITY -    979,497.5   (mgal)                       NAVD 88
 LO0137
 LO0137  VERT ORDER      -  SECOND    CLASS 0
 LO0137
 LO0137.The horizontal coordinates were scaled from a map and have
 LO0137.an estimated accuracy of +/- 6 seconds.
 LO0137
 LO0137.The orthometric height was determined by differential leveling and
 LO0137.adjusted by the NATIONAL GEODETIC SURVEY
 LO0137.in June 1991.
 LO0137
 LO0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0137.GEOID18 height accuracy estimate available here.
 LO0137
 LO0137.Click photographs - Photos may exist for this station.
 LO0137
 LO0137.The dynamic height is computed by dividing the NAVD 88
 LO0137.geopotential number by the normal gravity value computed on the
 LO0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0137.degrees latitude (g = 980.6199 gals.).
 LO0137
 LO0137.The modeled gravity was interpolated from observed gravity values.
 LO0137
 LO0137;                    North         East    Units  Estimated Accuracy
 LO0137;SPC UT C     - 2,238,350.      547,340.      MT  (+/- 180 meters Scaled)
 LO0137
 LO0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK049809(NAD 83)
 LO0137
 LO0137                          SUPERSEDED SURVEY CONTROL
 LO0137
 LO0137  NGVD 29 (??/??/92) 2511.77   (m)         8240.7    (f) COMPUTED    2 0
 LO0137
 LO0137.Superseded values are not recommended for survey control.
 LO0137
 LO0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0137.See file dsdata.pdf to determine how the superseded data were derived.
 LO0137
 LO0137_MARKER: DB = BENCH MARK DISK
 LO0137_SETTING: 66 = SET IN ROCK OUTCROP
 LO0137_STAMPING: A 104 1962
 LO0137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0137+STABILITY: POSITION/ELEVATION WELL
 LO0137
 LO0137  HISTORY     - Date     Condition        Report By
 LO0137  HISTORY     - 1962     MONUMENTED       CGS
 LO0137
 LO0137                          STATION DESCRIPTION
 LO0137
 LO0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0137'18.6 MI NW FROM TABIONA.
 LO0137'18.6 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0137'TABIONA, SET VERTICALLY IN THE SOUTHWEST FACE OF A SMALL OUTCROP, 19
 LO0137'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE
 LO0137'HIGHWAY, AND 1.9 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0289 ***********************************************************************
 LO0289  DESIGNATION -  A 105
 LO0289  PID         -  LO0289
 LO0289  STATE/COUNTY-  UT/SUMMIT
 LO0289  COUNTRY     -  US
 LO0289  USGS QUAD   -  KAMAS (2017)
 LO0289
 LO0289                         *CURRENT SURVEY CONTROL
 LO0289  ______________________________________________________________________
 LO0289* NAD 83(1986) POSITION- 40 37 31.     (N) 111 16 51.     (W)   SCALED
 LO0289* NAVD 88 ORTHO HEIGHT -  1986.492 (meters)     6517.35  (feet) ADJUSTED
 LO0289  ______________________________________________________________________
 LO0289  GEOID HEIGHT    -        -15.107 (meters)                     GEOID18
 LO0289  DYNAMIC HEIGHT  -       1984.609 (meters)     6511.17  (feet) COMP
 LO0289  MODELED GRAVITY -    979,605.8   (mgal)                       NAVD 88
 LO0289
 LO0289  VERT ORDER      -  SECOND    CLASS 0
 LO0289
 LO0289.The horizontal coordinates were scaled from a map and have
 LO0289.an estimated accuracy of +/- 6 seconds.
 LO0289
 LO0289.The orthometric height was determined by differential leveling and
 LO0289.adjusted by the NATIONAL GEODETIC SURVEY
 LO0289.in June 1991.
 LO0289
 LO0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0289.GEOID18 height accuracy estimate available here.
 LO0289
 LO0289.Click photographs - Photos may exist for this station.
 LO0289
 LO0289.The dynamic height is computed by dividing the NAVD 88
 LO0289.geopotential number by the normal gravity value computed on the
 LO0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0289.degrees latitude (g = 980.6199 gals.).
 LO0289
 LO0289.The modeled gravity was interpolated from observed gravity values.
 LO0289
 LO0289;                    North         East    Units  Estimated Accuracy
 LO0289;SPC UT N     - 1,032,440.      518,540.      MT  (+/- 180 meters Scaled)
 LO0289
 LO0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK762971(NAD 83)
 LO0289
 LO0289                          SUPERSEDED SURVEY CONTROL
 LO0289
 LO0289  NGVD 29 (??/??/92) 1985.208  (m)         6513.14   (f) ADJ UNCH    2 0
 LO0289
 LO0289.Superseded values are not recommended for survey control.
 LO0289
 LO0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0289.See file dsdata.pdf to determine how the superseded data were derived.
 LO0289
 LO0289_MARKER: DB = BENCH MARK DISK
 LO0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0289_STAMPING: A 105 1962
 LO0289_MARK LOGO: CGS
 LO0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0289+STABILITY: SURFACE MOTION
 LO0289
 LO0289  HISTORY     - Date     Condition        Report By
 LO0289  HISTORY     - 1962     MONUMENTED       CGS
 LO0289  HISTORY     - 20101211 MARK NOT FOUND   GEOCAC
 LO0289
 LO0289                          STATION DESCRIPTION
 LO0289
 LO0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0289'1.1 MI N FROM FRANCIS.
 LO0289'1.1 MILES NORTH ALONG U.S. HIGHWAY 189 FROM THE JUNCTION OF STATE
 LO0289'HIGHWAY 35 AT FRANCIS, 1.3 MILES SOUTH OF KAMAS, AT THE INTERSECTION
 LO0289'OF AN ASPHALT ROAD WEST, 32 FEET WEST OF THE CENTER LINE OF THE
 LO0289'HIGHWAY, 130 FEET NORTH OF THE CENTER LINE OF THE ROAD, 13 FEET EAST
 LO0289'OF A FENCE, 1 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 1.6 FEET SOUTH
 LO0289'OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN
 LO0289'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LO0289
 LO0289                          STATION RECOVERY (2010)
 LO0289
 LO0289'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 LO0289'ROAD HAS BEEN WIDENED AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0270 ***********************************************************************
 LO0270  DESIGNATION -  A 106
 LO0270  PID         -  LO0270
 LO0270  STATE/COUNTY-  UT/WASATCH
 LO0270  COUNTRY     -  US
 LO0270  USGS QUAD   -  SOAPSTONE BASIN (2017)
 LO0270
 LO0270                         *CURRENT SURVEY CONTROL
 LO0270  ______________________________________________________________________
 LO0270* NAD 83(1986) POSITION- 40 31 35.     (N) 111 05 38.     (W)   SCALED
 LO0270* NAVD 88 ORTHO HEIGHT -  2332.956 (meters)     7654.04  (feet) ADJUSTED
 LO0270  ______________________________________________________________________
 LO0270  GEOID HEIGHT    -        -14.236 (meters)                     GEOID18
 LO0270  DYNAMIC HEIGHT  -       2330.577 (meters)     7646.23  (feet) COMP
 LO0270  MODELED GRAVITY -    979,520.8   (mgal)                       NAVD 88
 LO0270
 LO0270  VERT ORDER      -  SECOND    CLASS 0
 LO0270
 LO0270.The horizontal coordinates were scaled from a map and have
 LO0270.an estimated accuracy of +/- 6 seconds.
 LO0270
 LO0270.The orthometric height was determined by differential leveling and
 LO0270.adjusted by the NATIONAL GEODETIC SURVEY
 LO0270.in June 1991.
 LO0270
 LO0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0270.GEOID18 height accuracy estimate available here.
 LO0270
 LO0270.Click photographs - Photos may exist for this station.
 LO0270
 LO0270.The dynamic height is computed by dividing the NAVD 88
 LO0270.geopotential number by the normal gravity value computed on the
 LO0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0270.degrees latitude (g = 980.6199 gals.).
 LO0270
 LO0270.The modeled gravity was interpolated from observed gravity values.
 LO0270
 LO0270;                    North         East    Units  Estimated Accuracy
 LO0270;SPC UT C     - 2,243,560.      534,410.      MT  (+/- 180 meters Scaled)
 LO0270
 LO0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK920861(NAD 83)
 LO0270
 LO0270                          SUPERSEDED SURVEY CONTROL
 LO0270
 LO0270  NGVD 29 (??/??/92) 2331.548  (m)         7649.42   (f) ADJ UNCH    2 0
 LO0270
 LO0270.Superseded values are not recommended for survey control.
 LO0270
 LO0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0270.See file dsdata.pdf to determine how the superseded data were derived.
 LO0270
 LO0270_MARKER: DB = BENCH MARK DISK
 LO0270_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0270_SP_SET: CULVERT
 LO0270_STAMPING: A 106 1962
 LO0270_MARK LOGO: CGS
 LO0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0270+STABILITY: SURFACE MOTION
 LO0270
 LO0270  HISTORY     - Date     Condition        Report By
 LO0270  HISTORY     - 1962     MONUMENTED       CGS
 LO0270
 LO0270                          STATION DESCRIPTION
 LO0270
 LO0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0270'13.95 MI SE FROM FRANCIS.
 LO0270'13.95 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0270'HIGHWAY 189 AT FRANCIS, AT THE Y JUNCTION OF A TRACK ROAD SOUTHEAST,
 LO0270'SET VERTICALLY IN THE WEST FACE OF A 3 1/2- BY 7-FOOT BOULDER, 14 FEET
 LO0270'EAST OF THE CENTER LINE OF THE HIGHWAY, 10 FEET NORTHWEST OF THE IRON
 LO0270'MINE TRAIL SIGN, 9 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 44
 LO0270'FEET SOUTH OF THE CENTER OF THE EAST END OF AN 18-INCH PIPE CULVERT,
 LO0270'ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0248 ***********************************************************************
 LO0248  DESIGNATION -  A 107
 LO0248  PID         -  LO0248
 LO0248  STATE/COUNTY-  UT/SUMMIT
 LO0248  COUNTRY     -  US
 LO0248  USGS QUAD   -  WANSHIP (2017)
 LO0248
 LO0248                         *CURRENT SURVEY CONTROL
 LO0248  ______________________________________________________________________
 LO0248* NAD 83(1986) POSITION- 40 50 27.     (N) 111 23 18.     (W)   SCALED
 LO0248* NAVD 88 ORTHO HEIGHT -  1755.159 (meters)     5758.38  (feet) ADJUSTED
 LO0248  ______________________________________________________________________
 LO0248  GEOID HEIGHT    -        -15.716 (meters)                     GEOID18
 LO0248  DYNAMIC HEIGHT  -       1753.570 (meters)     5753.17  (feet) COMP
 LO0248  MODELED GRAVITY -    979,657.9   (mgal)                       NAVD 88
 LO0248
 LO0248  VERT ORDER      -  SECOND    CLASS 0
 LO0248
 LO0248.The horizontal coordinates were scaled from a map and have
 LO0248.an estimated accuracy of +/- 6 seconds.
 LO0248
 LO0248.The orthometric height was determined by differential leveling and
 LO0248.adjusted by the NATIONAL GEODETIC SURVEY
 LO0248.in June 1991.
 LO0248
 LO0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0248.GEOID18 height accuracy estimate available here.
 LO0248
 LO0248.Click photographs - Photos may exist for this station.
 LO0248
 LO0248.The dynamic height is computed by dividing the NAVD 88
 LO0248.geopotential number by the normal gravity value computed on the
 LO0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0248.degrees latitude (g = 980.6199 gals.).
 LO0248
 LO0248.The modeled gravity was interpolated from observed gravity values.
 LO0248
 LO0248;                    North         East    Units  Estimated Accuracy
 LO0248;SPC UT N     - 1,056,360.      509,420.      MT  (+/- 180 meters Scaled)
 LO0248
 LO0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL672211(NAD 83)
 LO0248
 LO0248                          SUPERSEDED SURVEY CONTROL
 LO0248
 LO0248  NGVD 29 (??/??/92) 1753.884  (m)         5754.20   (f) ADJ UNCH    2 0
 LO0248
 LO0248.Superseded values are not recommended for survey control.
 LO0248
 LO0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0248.See file dsdata.pdf to determine how the superseded data were derived.
 LO0248
 LO0248_MARKER: DB = BENCH MARK DISK
 LO0248_SETTING: 80 = SET IN A BOULDER
 LO0248_STAMPING: A 107 1962
 LO0248_MARK LOGO: CGS
 LO0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0248+STABILITY: SURFACE MOTION
 LO0248
 LO0248  HISTORY     - Date     Condition        Report By
 LO0248  HISTORY     - 1962     MONUMENTED       CGS
 LO0248
 LO0248                          STATION DESCRIPTION
 LO0248
 LO0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0248'2.4 MI N FROM WANSHIP.
 LO0248'2.4 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE LATTER DAY
 LO0248'SAINTS CHURCH AT WANSHIP, AT RAILROAD MILEAGE 10.95, 1 1/2 POLES NORTH
 LO0248'OF MILEPOST 11, IN THE TOP OF A BOULDER, 7.2 FEET WEST OF THE WEST
 LO0248'RAIL, 6.0 FEET EAST OF A FENCE, 4.4 FEET SOUTH OF A WITNESS POST, AND
 LO0248'ABOUT 1 FOOT LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0095 ***********************************************************************
 JN0095  DESIGNATION -  A 111
 JN0095  PID         -  JN0095
 JN0095  STATE/COUNTY-  UT/WAYNE
 JN0095  COUNTRY     -  US
 JN0095  USGS QUAD   -  STEAMBOAT POINT (2017)
 JN0095
 JN0095                         *CURRENT SURVEY CONTROL
 JN0095  ______________________________________________________________________
 JN0095* NAD 83(1986) POSITION- 38 22 10.     (N) 110 50 49.     (W)   SCALED
 JN0095* NAVD 88 ORTHO HEIGHT -  1347.888 (meters)     4422.20  (feet) ADJUSTED
 JN0095  ______________________________________________________________________
 JN0095  GEOID HEIGHT    -        -20.176 (meters)                     GEOID18
 JN0095  DYNAMIC HEIGHT  -       1346.495 (meters)     4417.63  (feet) COMP
 JN0095  MODELED GRAVITY -    979,549.2   (mgal)                       NAVD 88
 JN0095
 JN0095  VERT ORDER      -  FIRST     CLASS II
 JN0095
 JN0095.The horizontal coordinates were scaled from a map and have
 JN0095.an estimated accuracy of +/- 6 seconds.
 JN0095
 JN0095.The orthometric height was determined by differential leveling and
 JN0095.adjusted by the NATIONAL GEODETIC SURVEY
 JN0095.in June 1991.
 JN0095
 JN0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0095.GEOID18 height accuracy estimate available here.
 JN0095
 JN0095.Click photographs - Photos may exist for this station.
 JN0095
 JN0095.The dynamic height is computed by dividing the NAVD 88
 JN0095.geopotential number by the normal gravity value computed on the
 JN0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0095.degrees latitude (g = 980.6199 gals.).
 JN0095
 JN0095.The modeled gravity was interpolated from observed gravity values.
 JN0095
 JN0095;                    North         East    Units  Estimated Accuracy
 JN0095;SPC UT S     - 3,189,190.      557,070.      MT  (+/- 180 meters Scaled)
 JN0095
 JN0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH133468(NAD 83)
 JN0095
 JN0095                          SUPERSEDED SURVEY CONTROL
 JN0095
 JN0095  NGVD 29 (??/??/92) 1346.831  (m)         4418.73   (f) ADJ UNCH    1 2
 JN0095
 JN0095.Superseded values are not recommended for survey control.
 JN0095
 JN0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0095.See file dsdata.pdf to determine how the superseded data were derived.
 JN0095
 JN0095_MARKER: DB = BENCH MARK DISK
 JN0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0095_STAMPING: A 111 1958
 JN0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0095+STABILITY: SURFACE MOTION
 JN0095
 JN0095  HISTORY     - Date     Condition        Report By
 JN0095  HISTORY     - 1958     MONUMENTED       CGS
 JN0095  HISTORY     - 20091228 MARK NOT FOUND   GEOCAC
 JN0095
 JN0095                          STATION DESCRIPTION
 JN0095
 JN0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0095'9.05 MI W FROM HANKSVILLE.
 JN0095'9.05 MILES WEST ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0095'HANKSVILLE, 0.1 MILE WEST OF THE Y JUNCTION OF THE OLD GREEN RIVER
 JN0095'ROAD LEADING NORTHEAST TO BENCH MARK Y 11, 0.45 MILE SOUTHWEST OF
 JN0095'BENCH MARK Y 11, 69 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JN0095'33.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN ABANDONED STONE
 JN0095'HOUSE, 3.0 FEET NORTH OF A WITNESS POST, 1 FOOT LOWER THAN THE
 JN0095'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 JN0095'ABOVE THE GROUND.
 JN0095
 JN0095                          STATION RECOVERY (2009)
 JN0095
 JN0095'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JN0095'THIS STATION IS IN WAYNE COUNTY, UTAH.
 JN0095'UTAH 24 HAS BEEN RAISED AND WIDENED AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0090 ***********************************************************************
 JN0090  DESIGNATION -  A 112
 JN0090  PID         -  JN0090
 JN0090  STATE/COUNTY-  UT/WAYNE
 JN0090  COUNTRY     -  US
 JN0090  USGS QUAD   -  SKYLINE RIM (2017)
 JN0090
 JN0090                         *CURRENT SURVEY CONTROL
 JN0090  ______________________________________________________________________
 JN0090* NAD 83(1986) POSITION- 38 24 11.     (N) 110 49 25.     (W)   SCALED
 JN0090* NAVD 88 ORTHO HEIGHT -  1401.841 (meters)     4599.21  (feet) ADJUSTED
 JN0090  ______________________________________________________________________
 JN0090  GEOID HEIGHT    -        -20.109 (meters)                     GEOID18
 JN0090  DYNAMIC HEIGHT  -       1400.402 (meters)     4594.49  (feet) COMP
 JN0090  MODELED GRAVITY -    979,554.1   (mgal)                       NAVD 88
 JN0090
 JN0090  VERT ORDER      -  FIRST     CLASS II
 JN0090
 JN0090.The horizontal coordinates were scaled from a map and have
 JN0090.an estimated accuracy of +/- 6 seconds.
 JN0090
 JN0090.The orthometric height was determined by differential leveling and
 JN0090.adjusted by the NATIONAL GEODETIC SURVEY
 JN0090.in June 1991.
 JN0090
 JN0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0090.GEOID18 height accuracy estimate available here.
 JN0090
 JN0090.Click photographs - Photos may exist for this station.
 JN0090
 JN0090.The dynamic height is computed by dividing the NAVD 88
 JN0090.geopotential number by the normal gravity value computed on the
 JN0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0090.degrees latitude (g = 980.6199 gals.).
 JN0090
 JN0090.The modeled gravity was interpolated from observed gravity values.
 JN0090
 JN0090;                    North         East    Units  Estimated Accuracy
 JN0090;SPC UT S     - 3,192,930.      559,080.      MT  (+/- 180 meters Scaled)
 JN0090
 JN0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH154505(NAD 83)
 JN0090
 JN0090                          SUPERSEDED SURVEY CONTROL
 JN0090
 JN0090  NGVD 29 (??/??/92) 1400.789  (m)         4595.76   (f) ADJ UNCH    1 2
 JN0090
 JN0090.Superseded values are not recommended for survey control.
 JN0090
 JN0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0090.See file dsdata.pdf to determine how the superseded data were derived.
 JN0090
 JN0090_MARKER: DB = BENCH MARK DISK
 JN0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0090_STAMPING: A 112 1958
 JN0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0090+STABILITY: SURFACE MOTION
 JN0090
 JN0090  HISTORY     - Date     Condition        Report By
 JN0090  HISTORY     - 1958     MONUMENTED       CGS
 JN0090
 JN0090                          STATION DESCRIPTION
 JN0090
 JN0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0090'10.9 MI W FROM HANKSVILLE.
 JN0090'8.2 MILES WEST ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0090'HANKSVILLE, THENCE 2.7 MILES NORTH ALONG A DIRT ROAD, AT A SUMMIT, 38
 JN0090'FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF AN EAST-WEST DIRT
 JN0090'ROAD, 27 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD, 38 FEET SOUTH
 JN0090'OF THE CENTER LINE OF THE ROAD WEST, 2.4 FEET SOUTH OF A WITNESS POST,
 JN0090'1 FOOT HIGHER THAN THE MAIN ROAD, AND SET IN THE TOP OF A CONCRETE
 JN0090'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0055 ***********************************************************************
 JN0055  DESIGNATION -  A 113
 JN0055  PID         -  JN0055
 JN0055  STATE/COUNTY-  UT/WAYNE
 JN0055  COUNTRY     -  US
 JN0055  USGS QUAD   -  BAKING SKILLET KNOLL (2017)
 JN0055
 JN0055                         *CURRENT SURVEY CONTROL
 JN0055  ______________________________________________________________________
 JN0055* NAD 83(1986) POSITION- 38 10 04.     (N) 110 37 25.     (W)   SCALED
 JN0055* NAVD 88 ORTHO HEIGHT -  1486.904 (meters)     4878.28  (feet) ADJUSTED
 JN0055  ______________________________________________________________________
 JN0055  GEOID HEIGHT    -        -20.308 (meters)                     GEOID18
 JN0055  DYNAMIC HEIGHT  -       1485.328 (meters)     4873.11  (feet) COMP
 JN0055  MODELED GRAVITY -    979,517.6   (mgal)                       NAVD 88
 JN0055
 JN0055  VERT ORDER      -  FIRST     CLASS II
 JN0055
 JN0055.The horizontal coordinates were scaled from a map and have
 JN0055.an estimated accuracy of +/- 6 seconds.
 JN0055
 JN0055.The orthometric height was determined by differential leveling and
 JN0055.adjusted by the NATIONAL GEODETIC SURVEY
 JN0055.in June 1991.
 JN0055
 JN0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0055.GEOID18 height accuracy estimate available here.
 JN0055
 JN0055.Click photographs - Photos may exist for this station.
 JN0055
 JN0055.The dynamic height is computed by dividing the NAVD 88
 JN0055.geopotential number by the normal gravity value computed on the
 JN0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0055.degrees latitude (g = 980.6199 gals.).
 JN0055
 JN0055.The modeled gravity was interpolated from observed gravity values.
 JN0055
 JN0055;                    North         East    Units  Estimated Accuracy
 JN0055;SPC UT S     - 3,166,960.      576,800.      MT  (+/- 180 meters Scaled)
 JN0055
 JN0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH329244(NAD 83)
 JN0055
 JN0055                          SUPERSEDED SURVEY CONTROL
 JN0055
 JN0055  NGVD 29 (??/??/92) 1485.851  (m)         4874.83   (f) ADJ UNCH    1 2
 JN0055
 JN0055.Superseded values are not recommended for survey control.
 JN0055
 JN0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0055.See file dsdata.pdf to determine how the superseded data were derived.
 JN0055
 JN0055_STAMPING: A 113 1958
 JN0055
 JN0055  HISTORY     - Date     Condition        Report By
 JN0055  HISTORY     - 1958     MONUMENTED       CGS
 JN0055  HISTORY     - 20200229 MARK NOT FOUND   INDIV
 JN0055
 JN0055                          STATION DESCRIPTION
 JN0055
 JN0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0055'16.25 MI SE FROM HANKSVILLE.
 JN0055'16.25 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE SCHOOL AT
 JN0055'HANKSVILLE, IN R12E T30S S29, 0.7 MILE SOUTH OF THE CROSSING OF A WIDE
 JN0055'WASH, 277 FEET NORTH-NORTHWEST OF THE T JUNCTION OF A TRACK ROAD
 JN0055'LEADING WEST TO EAST GATE RESEVOIR, 58 FEET WEST OF THE CENTER LINE OF
 JN0055'THE HIGHWAY, 2.3 FEET EAST OF A WITNESS POST, 1 FOOT HIGHER THAN THE
 JN0055'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 JN0055'ABOVE THE GROUND.
 JN0055
 JN0055                          STATION RECOVERY (2020)
 JN0055
 JN0055'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 JN0055'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0007 ***********************************************************************
 HN0007  DESIGNATION -  A 114
 HN0007  PID         -  HN0007
 HN0007  STATE/COUNTY-  UT/GARFIELD
 HN0007  COUNTRY     -  US
 HN0007  USGS QUAD   -  HITE NORTH (2017)
 HN0007
 HN0007                         *CURRENT SURVEY CONTROL
 HN0007  ______________________________________________________________________
 HN0007* NAD 83(1986) POSITION- 37 56 44.     (N) 110 28 22.     (W)   SCALED
 HN0007* NAVD 88 ORTHO HEIGHT -  1211.412 (meters)     3974.44  (feet) ADJUSTED
 HN0007  ______________________________________________________________________
 HN0007  GEOID HEIGHT    -        -20.765 (meters)                     GEOID18
 HN0007  DYNAMIC HEIGHT  -       1210.167 (meters)     3970.36  (feet) COMP
 HN0007  MODELED GRAVITY -    979,560.7   (mgal)                       NAVD 88
 HN0007
 HN0007  VERT ORDER      -  FIRST     CLASS II
 HN0007
 HN0007.The horizontal coordinates were scaled from a map and have
 HN0007.an estimated accuracy of +/- 6 seconds.
 HN0007
 HN0007.The orthometric height was determined by differential leveling and
 HN0007.adjusted by the NATIONAL GEODETIC SURVEY
 HN0007.in June 1991.
 HN0007
 HN0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0007.GEOID18 height accuracy estimate available here.
 HN0007
 HN0007.Click photographs - Photos may exist for this station.
 HN0007
 HN0007.The dynamic height is computed by dividing the NAVD 88
 HN0007.geopotential number by the normal gravity value computed on the
 HN0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0007.degrees latitude (g = 980.6199 gals.).
 HN0007
 HN0007.The modeled gravity was interpolated from observed gravity values.
 HN0007
 HN0007;                    North         East    Units  Estimated Accuracy
 HN0007;SPC UT S     - 3,142,430.      590,280.      MT  (+/- 180 meters Scaled)
 HN0007
 HN0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG463999(NAD 83)
 HN0007
 HN0007                          SUPERSEDED SURVEY CONTROL
 HN0007
 HN0007  NGVD 29 (??/??/92) 1210.436  (m)         3971.24   (f) ADJ UNCH    1 2
 HN0007
 HN0007.Superseded values are not recommended for survey control.
 HN0007
 HN0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0007.See file dsdata.pdf to determine how the superseded data were derived.
 HN0007
 HN0007_MARKER: DB = BENCH MARK DISK
 HN0007_SETTING: 66 = SET IN ROCK OUTCROP
 HN0007_STAMPING: A 114 1958
 HN0007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0007+STABILITY: POSITION/ELEVATION WELL
 HN0007
 HN0007  HISTORY     - Date     Condition        Report By
 HN0007  HISTORY     - 1958     MONUMENTED       CGS
 HN0007
 HN0007                          STATION DESCRIPTION
 HN0007
 HN0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0007'39.35 MI SE FROM HANKSVILLE.
 HN0007'ABOUT 39.35 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE
 HN0007'SCHOOL AT HANKSVILLE, 0.6 MILE SOUTH OF THE MOUTH OF MARINUS CANYON,
 HN0007'ON THE SOUTH SLOPE OF A HIGH ROCKY BLUFF, IN THE TOP OF A 5 X 7-FOOT
 HN0007'SANDSTONE OUTCROP, 31 FEET NORTHEAST OF THE CENTER LINE OF THE
 HN0007'HIGHWAY, 4.2 FEET EAST OF A WITNESS POST AND ABOUT 4 1/2 FEET HIGHER
 HN0007'THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0039 ***********************************************************************
 HN0039  DESIGNATION -  A 115
 HN0039  PID         -  HN0039
 HN0039  STATE/COUNTY-  UT/SAN JUAN
 HN0039  COUNTRY     -  US
 HN0039  USGS QUAD   -  COPPER POINT (2017)
 HN0039
 HN0039                         *CURRENT SURVEY CONTROL
 HN0039  ______________________________________________________________________
 HN0039* NAD 83(1986) POSITION- 37 46 35.     (N) 110 17 22.     (W)   SCALED
 HN0039* NAVD 88 ORTHO HEIGHT -  1449.288 (meters)     4754.87  (feet) ADJUSTED
 HN0039  ______________________________________________________________________
 HN0039  GEOID HEIGHT    -        -20.859 (meters)                     GEOID18
 HN0039  DYNAMIC HEIGHT  -       1447.723 (meters)     4749.74  (feet) COMP
 HN0039  MODELED GRAVITY -    979,499.2   (mgal)                       NAVD 88
 HN0039
 HN0039  VERT ORDER      -  FIRST     CLASS II
 HN0039
 HN0039.The horizontal coordinates were scaled from a map and have
 HN0039.an estimated accuracy of +/- 6 seconds.
 HN0039
 HN0039.The orthometric height was determined by differential leveling and
 HN0039.adjusted by the NATIONAL GEODETIC SURVEY
 HN0039.in June 1991.
 HN0039
 HN0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0039.GEOID18 height accuracy estimate available here.
 HN0039
 HN0039.Click photographs - Photos may exist for this station.
 HN0039
 HN0039.The dynamic height is computed by dividing the NAVD 88
 HN0039.geopotential number by the normal gravity value computed on the
 HN0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0039.degrees latitude (g = 980.6199 gals.).
 HN0039
 HN0039.The modeled gravity was interpolated from observed gravity values.
 HN0039
 HN0039;                    North         East    Units  Estimated Accuracy
 HN0039;SPC UT S     - 3,123,850.      606,640.      MT  (+/- 180 meters Scaled)
 HN0039
 HN0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG625812(NAD 83)
 HN0039
 HN0039                          SUPERSEDED SURVEY CONTROL
 HN0039
 HN0039  NGVD 29 (??/??/92) 1448.293  (m)         4751.61   (f) ADJ UNCH    1 2
 HN0039
 HN0039.Superseded values are not recommended for survey control.
 HN0039
 HN0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0039.See file dsdata.pdf to determine how the superseded data were derived.
 HN0039
 HN0039_MARKER: DB = BENCH MARK DISK
 HN0039_SETTING: 66 = SET IN ROCK OUTCROP
 HN0039_STAMPING: A 115 1958
 HN0039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0039+STABILITY: POSITION/ELEVATION WELL
 HN0039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0039+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 HN0039
 HN0039  HISTORY     - Date     Condition        Report By
 HN0039  HISTORY     - 1958     MONUMENTED       CGS
 HN0039  HISTORY     - 20040917 GOOD             NGS
 HN0039
 HN0039                          STATION DESCRIPTION
 HN0039
 HN0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0039'13.3 MI NW FROM FRY CANYON.
 HN0039'ABOUT 13.3 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0039'AT FRY CANYON, 0.4 MILE NORTHWEST OF THE NORTH END OF A LANDING STRIP,
 HN0039'0.1 MILE EAST OF A LARGE BALANCED BOULDER THAT RESEMBLES A TOADSTOOL,
 HN0039'120 FEET EAST OF A WHITE PILE OF CORE DRILL TAILINGS, IN THE TOP OF
 HN0039'THE SOUTH END OF A 9-FOOT LONG WHITE SANDSTONE OUTCROP, 33 FEET
 HN0039'SOUTHEAST OF A PILE OF BROKEN BOULDERS, 22 FEET WEST-SOUTHWEST OF THE
 HN0039'CENTER LINE OF THE HIGHWAY, 2 FEET EAST OF A CAIRN AND 1 FOOT HIGHER
 HN0039'THAN THE HIGHWAY.
 HN0039
 HN0039                          STATION RECOVERY (2004)
 HN0039
 HN0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 HN0039'STATION IS AT MILEPOST 58.6 OF PAVED ROUTE UT 95.  IT IS 11.0 HWY
 HN0039'MILES SE OF BRIDGE OVER COLORADO RIVER NEAR HITE.  STATION IS
 HN0039'PROXIMATE TO MUSHROON SHAPED ROCK, 11.6 M WEST OF CENTER OF HWY AND AT
 HN0039'SAME HEIGHT, 21.5 M SSW OF METAL POST ON W SIDE OF HWY, 11.0 M SE OF
 HN0039'HIGH POINT OF PILE OF WHITE ROCKS AND ABOUT 0.5 M E OF REBUILT CAIRN.
 HN0039'
 HN0039'DISK IS SET INTO EASTWARD EXTENSION OF ABOUT 10 FOOT LONG EXPOSURE OF
 HN0039'WHITE SANDSTONE.  SOME MORTAR IS GONE, BUT DISK IS SOLID.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0064 ***********************************************************************
 HN0064  DESIGNATION -  A 116
 HN0064  PID         -  HN0064
 HN0064  STATE/COUNTY-  UT/SAN JUAN
 HN0064  COUNTRY     -  US
 HN0064  USGS QUAD   -  MOSS BACK BUTTE (2017)
 HN0064
 HN0064                         *CURRENT SURVEY CONTROL
 HN0064  ______________________________________________________________________
 HN0064* NAD 83(1986) POSITION- 37 36 14.     (N) 110 03 47.     (W)   SCALED
 HN0064* NAVD 88 ORTHO HEIGHT -  1797.226 (meters)     5896.40  (feet) ADJUSTED
 HN0064  ______________________________________________________________________
 HN0064  GEOID HEIGHT    -        -19.965 (meters)                     GEOID18
 HN0064  DYNAMIC HEIGHT  -       1795.151 (meters)     5889.59  (feet) COMP
 HN0064  MODELED GRAVITY -    979,411.3   (mgal)                       NAVD 88
 HN0064
 HN0064  VERT ORDER      -  FIRST     CLASS II
 HN0064
 HN0064.The horizontal coordinates were scaled from a map and have
 HN0064.an estimated accuracy of +/- 6 seconds.
 HN0064
 HN0064.The orthometric height was determined by differential leveling and
 HN0064.adjusted by the NATIONAL GEODETIC SURVEY
 HN0064.in June 1991.
 HN0064
 HN0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0064.GEOID18 height accuracy estimate available here.
 HN0064
 HN0064.Click photographs - Photos may exist for this station.
 HN0064
 HN0064.The dynamic height is computed by dividing the NAVD 88
 HN0064.geopotential number by the normal gravity value computed on the
 HN0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0064.degrees latitude (g = 980.6199 gals.).
 HN0064
 HN0064.The modeled gravity was interpolated from observed gravity values.
 HN0064
 HN0064;                    North         East    Units  Estimated Accuracy
 HN0064;SPC UT S     - 3,104,990.      626,880.      MT  (+/- 180 meters Scaled)
 HN0064
 HN0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG827622(NAD 83)
 HN0064
 HN0064                          SUPERSEDED SURVEY CONTROL
 HN0064
 HN0064  NGVD 29 (??/??/92) 1796.165  (m)         5892.92   (f) ADJ UNCH    1 2
 HN0064
 HN0064.Superseded values are not recommended for survey control.
 HN0064
 HN0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0064.See file dsdata.pdf to determine how the superseded data were derived.
 HN0064
 HN0064_MARKER: DB = BENCH MARK DISK
 HN0064_SETTING: 66 = SET IN ROCK OUTCROP
 HN0064_STAMPING: A 116 1958
 HN0064_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0064+STABILITY: POSITION/ELEVATION WELL
 HN0064
 HN0064  HISTORY     - Date     Condition        Report By
 HN0064  HISTORY     - 1958     MONUMENTED       CGS
 HN0064  HISTORY     - 1982     GOOD             USGS
 HN0064  HISTORY     - 1982     GOOD             USGS
 HN0064
 HN0064                          STATION DESCRIPTION
 HN0064
 HN0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0064'8.25 MI SE FROM FRY CANYON.
 HN0064'ABOUT 8.25 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0064'AT FRY CANYON, 0.25 MILE NORTHWEST OF THE JUNCTION OF A ROAD
 HN0064'SOUTHWEST, AT THE CROSSING OF A WASH, IN THE TOP OF AN OUTCROP THAT
 HN0064'EXTENDS UNDER THE HIGHWAY, 19 FEET NORTHEAST OF THE CENTER OF THE
 HN0064'HIGHWAY, 9 FEET NORTHWEST OF THE NORTHEAST END OF A 15-INCH PIPE
 HN0064'CULVERT, 1 1/2 FEET SOUTHEAST OF A CAIRN AND ABOUT 3 FEET LOWER THAN
 HN0064'THE HIGHWAY.
 HN0064
 HN0064                          STATION RECOVERY (1982)
 HN0064
 HN0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0064'ABOUT 7.8 MILES SOUTHEAST ALONG STATE HWY. 95 (BICENTENNIAL HWY.)
 HN0064'FROM THE POST OFFICE AT FRY CANYON, AT THE BASE OF A FILL BANK AT THE
 HN0064'SE END OF A CURVE IN THE HWY, 68 FEET SW OF THE CENTERLINE OF THE
 HN0064'HWY, ANS SET IN TOP OF A LARGE FLAT ROCK OUTCROP FLUSH WITH THE
 HN0064'GROUND.
 HN0064
 HN0064                          STATION RECOVERY (1982)
 HN0064
 HN0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0064'ABOUT 7.8 MILES SOUTHEAST ALONG STATE HWY. 95 (BICENTENNIAL HWY.)
 HN0064'FROM THE POST OFFICE AT FRY CANYON, AT THE BASE OF A FILL BANK AT THE
 HN0064'SE END OF A CURVE IN THE HWY, 68 FEET SW OF THE CENTERLINE OF THE
 HN0064'HWY, ANS SET IN TOP OF A LARGE FLAT ROCK OUTCROP FLUSH WITH THE
 HN0064'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0290 ***********************************************************************
 HM0290  CBN         -  This is a Cooperative Base Network Control Station.
 HM0290  DESIGNATION -  A 117
 HM0290  PID         -  HM0290
 HM0290  STATE/COUNTY-  UT/SAN JUAN
 HM0290  COUNTRY     -  US
 HM0290  USGS QUAD   -  HOTEL ROCK (2017)
 HM0290
 HM0290                         *CURRENT SURVEY CONTROL
 HM0290  ______________________________________________________________________
 HM0290* NAD 83(2011) POSITION- 37 32 25.10125(N) 109 44 41.38203(W)   ADJUSTED
 HM0290* NAD 83(2011) ELLIP HT-  1855.360 (meters)        (06/27/12)   ADJUSTED
 HM0290* NAD 83(2011) EPOCH   -  2010.00
 HM0290* NAVD 88 ORTHO HEIGHT -  1875.127 (meters)     6151.98  (feet) ADJUSTED
 HM0290  ______________________________________________________________________
 HM0290  GEOID HEIGHT    -        -19.757 (meters)                     GEOID18
 HM0290  NAD 83(2011) X  - -1,711,169.032 (meters)                     COMP
 HM0290  NAD 83(2011) Y  - -4,767,353.486 (meters)                     COMP
 HM0290  NAD 83(2011) Z  -  3,866,242.672 (meters)                     COMP
 HM0290  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC18
 HM0290  DYNAMIC HEIGHT  -       1872.938 (meters)     6144.80  (feet) COMP
 HM0290  MODELED GRAVITY -    979,395.8   (mgal)                       NAVD 88
 HM0290
 HM0290  VERT ORDER      -  FIRST     CLASS II
 HM0290
 HM0290  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HM0290  Standards:
 HM0290         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HM0290            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HM0290  -------------------------------------------------------------------
 HM0290  NETWORK    0.71   1.49           0.30   0.28   0.76     -0.18687373
 HM0290  -------------------------------------------------------------------
 HM0290  Click here for local accuracies and other accuracy information.
 HM0290
 HM0290.The horizontal coordinates were established by GPS observations
 HM0290.and adjusted by the National Geodetic Survey in June 2012.
 HM0290
 HM0290.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HM0290.been affixed to the stable North American tectonic plate. See 
 HM0290.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HM0290
 HM0290.The horizontal coordinates are valid at the epoch date displayed above
 HM0290.which is a decimal equivalence of Year/Month/Day.
 HM0290
 HM0290.The orthometric height was determined by differential leveling and
 HM0290.adjusted by the NATIONAL GEODETIC SURVEY
 HM0290.in June 1991.
 HM0290
 HM0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0290.GEOID18 height accuracy estimate available here.
 HM0290
 HM0290.Click photographs - Photos may exist for this station.
 HM0290
 HM0290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HM0290
 HM0290.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0290
 HM0290.The ellipsoidal height was determined by GPS observations
 HM0290.and is referenced to NAD 83.
 HM0290
 HM0290.The dynamic height is computed by dividing the NAVD 88
 HM0290.geopotential number by the normal gravity value computed on the
 HM0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0290.degrees latitude (g = 980.6199 gals.).
 HM0290
 HM0290.The modeled gravity was interpolated from observed gravity values.
 HM0290
 HM0290. The following values were computed from the NAD 83(2011) position.
 HM0290
 HM0290;                    North         East     Units Scale Factor Converg.
 HM0290;SPC UT S     - 3,098,414.709   655,103.107   MT  0.99996030   +1 04 31.3
 HM0290;SPC UT S     -10,165,382.26  2,149,284.11   sFT  0.99996030   +1 04 31.3
 HM0290;UTM  12      - 4,155,553.146   610,887.361   MT  0.99975146   +0 45 53.6
 HM0290
 HM0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0290!SPC UT S     -   0.99970894  x   0.99996030  =   0.99966925
 HM0290!UTM  12      -   0.99970894  x   0.99975146  =   0.99946047
 HM0290
 HM0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG1088755553(NAD 83)
 HM0290
 HM0290                          SUPERSEDED SURVEY CONTROL
 HM0290
 HM0290  NAD 83(2007)-  37 32 25.10074(N)    109 44 41.38275(W) AD(2002.00) 0
 HM0290  ELLIP H (02/10/07) 1855.368  (m)                       GP(2002.00)    
 HM0290  NAD 83(1994)-  37 32 25.10044(N)    109 44 41.38231(W) AD(       ) A
 HM0290  ELLIP H (06/28/00) 1855.395  (m)                       GP(       ) 4 1
 HM0290  NAVD 88            1875.13   (m)         6152.0    (f) LEVELING    3  
 HM0290  NGVD 29 (??/??/92) 1874.067  (m)         6148.50   (f) ADJ UNCH    1 2
 HM0290
 HM0290.Superseded values are not recommended for survey control.
 HM0290
 HM0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0290.See file dsdata.pdf to determine how the superseded data were derived.
 HM0290
 HM0290_MARKER: DB = BENCH MARK DISK
 HM0290_SETTING: 66 = SET IN ROCK OUTCROP
 HM0290_STAMPING: A 117 1958
 HM0290_MARK LOGO: CGS
 HM0290_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HM0290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0290+STABILITY: POSITION/ELEVATION WELL
 HM0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0290+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2012
 HM0290
 HM0290  HISTORY     - Date     Condition        Report By
 HM0290  HISTORY     - 1958     MONUMENTED       CGS
 HM0290  HISTORY     - 1959     GOOD             CGS
 HM0290  HISTORY     - 1979     GOOD             USGS
 HM0290  HISTORY     - 19990625 GOOD             BIA
 HM0290  HISTORY     - 20040813 GOOD             USPSQD
 HM0290  HISTORY     - 20120906 GOOD             GEOCAC
 HM0290
 HM0290                          STATION DESCRIPTION
 HM0290
 HM0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0290'24.0 MI W FROM BLANDING.
 HM0290'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0290'BLANDING, THENCE 20.1 MILES WEST ALONG STATE HIGHWAY 95, 0.15 MILE
 HM0290'EAST OF A SUMMIT, ON THE OUTSIDE OF A SLIGHT CURVE, NEAR THE CENTER OF
 HM0290'THE TOP OF A LONE ROUND 30-FOOT SANDSTONE OUTCROP THAT PROJECTS ABOUT
 HM0290'1 1/2 FEET, 43 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 22 FEET
 HM0290'SOUTHWEST OF A WITNESS POST AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 HM0290
 HM0290                          STATION RECOVERY (1979)
 HM0290
 HM0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0290'4.0 MILES SOUTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE IN
 HM0290'BLANDING, THENCE 20.8 MILES WEST ALONG STATE HIGHWAY 95 TO THE JCT.
 HM0290'OF A BLACK TOP ROAD HEADING NORTHEAST TO THE MULE CANYON INDIAN
 HM0290'RUINS, 300 FT NORTHEAST OF ROAD JCT, 200 FT NORTH OF STATE HIGHWAY
 HM0290'95, 45 FT. SOUTH OF THE CENTER OF THE ROAD TO THE NORTHEAST, NEAR THE
 HM0290'CENTER OF THE TOP OF A LONE ROUND 30 FOOT SANDSTONE OUTCROP THAT
 HM0290'PROJECTS ABOUT 1 1/2 FT, 9 FT. WEST OF A WITNESS POST, AND 1.0 FT
 HM0290'LOWER THAN THE ROAD NORTHEAST. SW 1/4 S 29, T 37 S, R 20 E.
 HM0290
 HM0290                          STATION RECOVERY (1999)
 HM0290
 HM0290'RECOVERY NOTE BY BUREAU OF INDIAN AFFAIRS 1999 (JT)
 HM0290'RECOVERED AS DESCRIBED.
 HM0290
 HM0290                          STATION RECOVERY (2004)
 HM0290
 HM0290'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW)
 HM0290'MARK FOUND IN GOOD CONDITION.
 HM0290
 HM0290                          STATION RECOVERY (2012)
 HM0290
 HM0290'RECOVERY NOTE BY GEOCACHING 2012 (BA)
 HM0290'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0099 ***********************************************************************
 JN0099  DESIGNATION -  A 12
 JN0099  PID         -  JN0099
 JN0099  STATE/COUNTY-  UT/WAYNE
 JN0099  COUNTRY     -  US
 JN0099  USGS QUAD   -  TOWN POINT (2017)
 JN0099
 JN0099                         *CURRENT SURVEY CONTROL
 JN0099  ______________________________________________________________________
 JN0099* NAD 83(1986) POSITION- 38 21 59.5    (N) 110 53 16.3    (W)   HD_HELD2
 JN0099* NAVD 88 ORTHO HEIGHT -  1401.085 (meters)     4596.73  (feet) ADJUSTED
 JN0099  ______________________________________________________________________
 JN0099  GEOID HEIGHT    -        -20.096 (meters)                     GEOID18
 JN0099  DYNAMIC HEIGHT  -       1399.638 (meters)     4591.98  (feet) COMP
 JN0099  MODELED GRAVITY -    979,547.9   (mgal)                       NAVD 88
 JN0099
 JN0099  VERT ORDER      -  FIRST     CLASS II
 JN0099
 JN0099.The horizontal coordinates were established by autonomous hand held GPS
 JN0099.observations and have an estimated accuracy of +/- 10 meters.
 JN0099
 JN0099.The orthometric height was determined by differential leveling and
 JN0099.adjusted by the NATIONAL GEODETIC SURVEY
 JN0099.in June 1991.
 JN0099
 JN0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0099.GEOID18 height accuracy estimate available here.
 JN0099
 JN0099.Click photographs - Photos may exist for this station.
 JN0099
 JN0099.The dynamic height is computed by dividing the NAVD 88
 JN0099.geopotential number by the normal gravity value computed on the
 JN0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0099.degrees latitude (g = 980.6199 gals.).
 JN0099
 JN0099.The modeled gravity was interpolated from observed gravity values.
 JN0099
 JN0099;                    North         East    Units  Estimated Accuracy
 JN0099;SPC UT S     - 3,188,838.      553,497.      MT  (+/- 10 meters HH2 GPS)
 JN0099
 JN0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH0979646489(NAD 83)
 JN0099
 JN0099                          SUPERSEDED SURVEY CONTROL
 JN0099
 JN0099  NGVD 29 (??/??/92) 1400.033  (m)         4593.27   (f) ADJ UNCH    1 2
 JN0099
 JN0099.Superseded values are not recommended for survey control.
 JN0099
 JN0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0099.See file dsdata.pdf to determine how the superseded data were derived.
 JN0099
 JN0099_MARKER: DB = BENCH MARK DISK
 JN0099_SETTING: 66 = SET IN ROCK OUTCROP
 JN0099_STAMPING: A 12 1921 ELEV 4592.275 FT.
 JN0099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0099+STABILITY: POSITION/ELEVATION WELL
 JN0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0099+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2009
 JN0099
 JN0099  HISTORY     - Date     Condition        Report By
 JN0099  HISTORY     - 1921     MONUMENTED       CGS
 JN0099  HISTORY     - 1958     GOOD             CGS
 JN0099  HISTORY     - 20091228 GOOD             GEOCAC
 JN0099
 JN0099                          STATION DESCRIPTION
 JN0099
 JN0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0099'11.85 MI W FROM HANKSVILLE.
 JN0099'11.85 MILES WEST ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0099'HANKSVILLE, 8.15 MILES NORTHEAST OF CAINVILLE, 0.3 MILE EAST OF THE T
 JN0099'JUNCTION OF A DIRT ROAD NORTHWEST, 150 YARDS WEST OF THE SUMMIT OF A
 JN0099'STEEP ASCENT OUT OF A BLIND CANYON, 32 FEET NORTH OF THE CENTER LINE
 JN0099'OF THE HIGHWAY, IN TOP OF A FLAT SANDSTONE BEDROCK, 7 FEET WEST OF THE
 JN0099'EAST EDGE OF THE BEDROCK, 1 1/2 FEET SOUTH OF A CARIN, AND LEVEL WITH
 JN0099'THE HIGHWAY.
 JN0099
 JN0099                          STATION RECOVERY (2009)
 JN0099
 JN0099'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JN0099'THIS STATION IS IN WAYNE COUNTY, UTAH
 JN0099'ABOUT ONE QUARTER MILE EAST OF COAL MINE ROAD (RIDGE CREST).  63 FEET
 JN0099'SLOPE DISTANCE NORTH AND ABOUT 8 FEET ABOVE THE HIGHWAY CENTER LINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0518 ***********************************************************************
 LO0518  CBN         -  This is a Cooperative Base Network Control Station.
 LO0518  DESIGNATION -  A 121
 LO0518  PID         -  LO0518
 LO0518  STATE/COUNTY-  UT/UTAH
 LO0518  COUNTRY     -  US
 LO0518  USGS QUAD   -  PROVO (2017)
 LO0518
 LO0518                         *CURRENT SURVEY CONTROL
 LO0518  ______________________________________________________________________
 LO0518* NAD 83(2011) POSITION- 40 13 08.51898(N) 111 43 10.20886(W)   ADJUSTED
 LO0518* NAD 83(2011) ELLIP HT-  1352.305 (meters)        (06/27/12)   ADJUSTED
 LO0518* NAD 83(2011) EPOCH   -  2010.00
 LO0518* NAVD 88 ORTHO HEIGHT -  1369.801 (meters)     4494.09  (feet) ADJUSTED
 LO0518  ______________________________________________________________________
 LO0518  GEOID HEIGHT    -        -17.425 (meters)                     GEOID18
 LO0518  NAD 83(2011) X  - -1,805,193.779 (meters)                     COMP
 LO0518  NAD 83(2011) Y  - -4,531,760.986 (meters)                     COMP
 LO0518  NAD 83(2011) Z  -  4,097,459.593 (meters)                     COMP
 LO0518  LAPLACE CORR    -          6.93  (seconds)                    DEFLEC18
 LO0518  DYNAMIC HEIGHT  -       1368.593 (meters)     4490.13  (feet) COMP
 LO0518  MODELED GRAVITY -    979,697.0   (mgal)                       NAVD 88
 LO0518
 LO0518  VERT ORDER      -  SECOND    CLASS 0
 LO0518
 LO0518  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LO0518  Standards:
 LO0518         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LO0518            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LO0518  -------------------------------------------------------------------
 LO0518  NETWORK    1.58   2.67           0.74   0.50   1.36     -0.12705406
 LO0518  -------------------------------------------------------------------
 LO0518  Click here for local accuracies and other accuracy information.
 LO0518
 LO0518.The horizontal coordinates were established by GPS observations
 LO0518.and adjusted by the National Geodetic Survey in June 2012.
 LO0518
 LO0518.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LO0518.been affixed to the stable North American tectonic plate. See 
 LO0518.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LO0518
 LO0518.The horizontal coordinates are valid at the epoch date displayed above
 LO0518.which is a decimal equivalence of Year/Month/Day.
 LO0518
 LO0518.The orthometric height was determined by differential leveling and
 LO0518.adjusted by the NATIONAL GEODETIC SURVEY
 LO0518.in June 1991.
 LO0518
 LO0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0518.GEOID18 height accuracy estimate available here.
 LO0518
 LO0518.Click photographs - Photos may exist for this station.
 LO0518
 LO0518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LO0518
 LO0518.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0518
 LO0518.The ellipsoidal height was determined by GPS observations
 LO0518.and is referenced to NAD 83.
 LO0518
 LO0518.The dynamic height is computed by dividing the NAVD 88
 LO0518.geopotential number by the normal gravity value computed on the
 LO0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0518.degrees latitude (g = 980.6199 gals.).
 LO0518
 LO0518.The modeled gravity was interpolated from observed gravity values.
 LO0518
 LO0518. The following values were computed from the NAD 83(2011) position.
 LO0518
 LO0518;                    North         East     Units Scale Factor Converg.
 LO0518;SPC UT C     - 2,209,372.815   481,317.356   MT  0.99992124   -0 08 26.2
 LO0518;SPC UT C     - 7,248,583.98  1,579,122.03   sFT  0.99992124   -0 08 26.2
 LO0518;UTM  12      - 4,452,316.419   438,779.898   MT  0.99964614   -0 27 52.6
 LO0518
 LO0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0518!SPC UT C     -   0.99978790  x   0.99992124  =   0.99970916
 LO0518!UTM  12      -   0.99978790  x   0.99964614  =   0.99943412
 LO0518
 LO0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK3877952316(NAD 83)
 LO0518
 LO0518                          SUPERSEDED SURVEY CONTROL
 LO0518
 LO0518  NAD 83(2007)-  40 13 08.51868(N)    111 43 10.20875(W) AD(2002.00) 0
 LO0518  ELLIP H (02/10/07) 1352.318  (m)                       GP(2002.00)    
 LO0518  ELLIP H (11/14/01) 1352.339  (m)                       GP(       ) 4 2
 LO0518  NAD 83(1994)-  40 13 08.51782(N)    111 43 10.20712(W) AD(       ) B
 LO0518  ELLIP H (04/21/95) 1352.401  (m)                       GP(       ) 4 1
 LO0518  NAVD 88            1369.80   (m)         4494.1    (f) LEVELING    3  
 LO0518  NGVD 29 (??/??/92) 1368.788  (m)         4490.77   (f) ADJ UNCH    2 0
 LO0518
 LO0518.Superseded values are not recommended for survey control.
 LO0518
 LO0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0518.See file dsdata.pdf to determine how the superseded data were derived.
 LO0518
 LO0518_MARKER: DB = BENCH MARK DISK
 LO0518_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0518_SP_SET: CONCRETE APRON
 LO0518_STAMPING: A 121 1960
 LO0518_MARK LOGO: CGS
 LO0518_PROJECTION: RECESSED 15 CENTIMETERS
 LO0518_MAGNETIC: N = NO MAGNETIC MATERIAL
 LO0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0518+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2020
 LO0518
 LO0518  HISTORY     - Date     Condition        Report By
 LO0518  HISTORY     - 1960     MONUMENTED       CGS
 LO0518  HISTORY     - 1981     GOOD             USGS
 LO0518  HISTORY     - 19900306 MARK NOT FOUND   USGS
 LO0518  HISTORY     - 19940712 GOOD             NGS
 LO0518  HISTORY     - 19990824 GOOD             NGS
 LO0518  HISTORY     - 20080513 GOOD             INDIV
 LO0518  HISTORY     - 20200715 GOOD             JVI
 LO0518
 LO0518                          STATION DESCRIPTION
 LO0518
 LO0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LO0518'3.4 MI W FROM PROVO.
 LO0518'ABOUT 3.4 MILES WEST OF PROVO AT THE MUNICIPAL AIRPORT.  315 FT. WEST
 LO0518'OF THE AIRPORT BEACON AT THE SE CORNER OF THE CONCRETE APRON.  1.9 FT.
 LO0518'WEST OF THE SOUTH POST OF GATE IN FENCE SEPARATING THE AUTO PARKING
 LO0518'LOT AND THE APRON.  A STANDARD DISK IN DRILL HOLE IN CONCRETE APRON.
 LO0518
 LO0518                          STATION RECOVERY (1981)
 LO0518
 LO0518'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LO0518'RECOVERED IN GOOD CONDITION.
 LO0518
 LO0518                          STATION RECOVERY (1990)
 LO0518
 LO0518'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SDC)
 LO0518'MARK NOT FOUND.
 LO0518
 LO0518                          STATION RECOVERY (1994)
 LO0518
 LO0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 LO0518'THE STATION IS LOCATED ON THE WEST SIDE OF PROVO, JUST WEST OF A
 LO0518'HANGAR NEAR THE SOUTH SIDE OF THE CONCRETE APRON AT THE PROVO
 LO0518'MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF PROVO, P.O. BOX 1849, PROVO, UT
 LO0518'84604.  AIRPORT MANAGER IS JIM MATHIS.  CONTACT DANN SHUMWAY,
 LO0518'MAINTEANCE TECHNICIAN OF AIRPORT OPERATIONS ONE DAY IN ADVANCE FOR
 LO0518'PERMISSION TO OCCUPY THIS STATION AND ESCORT IF AIRPORT IS BUSY. PHONE
 LO0518'801-379-6715.  GATE COMBINATION IS 1228. TO REACH FROM THE UNDERPASS
 LO0518'AT THE JUNCTION OF INTERSTATE HIGHWAY 15 AND STATE HIGHWAY 114 (CENTER
 LO0518'STREET), EXIT 268, GO WEST-SOUTHWEST ON HIGHWAY 114 FOR 0.82 KM (0.50
 LO0518'MI) TO A CROSSROAD (HIGHWAY 114 TURNS NORTH HERE). CONTINUE AHEAD,
 LO0518'SOUTHWEST, ON CENTER STREET FOR 1.56 KM (0.95 MI) TO A PAVED ROAD LEFT
 LO0518'(3110 WEST STREET).  TURN LEFT, SOUTH-SOUTHEAST ON THE PAVED ROAD FOR
 LO0518'1.92 KM (1.20 MI) TO A GATE AT THE APRON AND TERMINAL JUST PAST THE
 LO0518'BEACON TOWER.  PASS THROUGH GATE, TURN LEFT, SOUTH-SOUTHWEST, ACROSS
 LO0518'APRON FOR 0.08 KM (0.05 MI) TO THE STATION. STATION IS SET 15 CM BELOW
 LO0518'THE APRON SURFACE INSIDE A 12.7 CM PVC PIPE WITH AN ACCESS COVER.  IT
 LO0518'IS 57.9 M (190.0 FT) SOUTHWEST OF A V-CORNER IN THE PERIMETER FENCE AT
 LO0518'A WALKTHROUGH GATE, 41.5 M (136.2 FT) WEST-NORTHWEST OF THE NORTHWEST
 LO0518'CORNER OF A HANGAR, AND 12.3 M (40.4 FT) WEST OF A 0.8 M (2.6 FT)
 LO0518'DIAMETER STEEL MANHOLE COVER. DESCRIBED BY D.G. AUG
 LO0518
 LO0518                          STATION RECOVERY (1999)
 LO0518
 LO0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 LO0518'RECOVERED AS DESCRIBED.
 LO0518
 LO0518                          STATION RECOVERY (2008)
 LO0518
 LO0518'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JRF)
 LO0518'RECOVERED AS DESCRIBED
 LO0518
 LO0518                          STATION RECOVERY (2020)
 LO0518
 LO0518'RECOVERY NOTE BY JVIATION INC. 2020 (AK)
 LO0518'THE STATION IS LOCATED IN THE AIRCRAFT MOVEMENT AREA AND AIRPORT
 LO0518'MANAGEMENT HAS DETERMINED THAT IT IS NO LONGER SUITABLE FOR USE AS
 LO0518'AIRPORT GEODETIC CONTROL.  THIS MARK IS NO LONGER DESIGNATED AS A
 LO0518'PRIMARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0265 ***********************************************************************
 HO0265  DESIGNATION -  A 123
 HO0265  PID         -  HO0265
 HO0265  STATE/COUNTY-  UT/WASHINGTON
 HO0265  COUNTRY     -  US
 HO0265  USGS QUAD   -  WASHINGTON (2017)
 HO0265
 HO0265                         *CURRENT SURVEY CONTROL
 HO0265  ______________________________________________________________________
 HO0265* NAD 83(1986) POSITION- 37 07 33.80   (N) 113 33 17.86   (W)   HD_HELD1
 HO0265* NAVD 88 ORTHO HEIGHT -   948.140 (meters)     3110.69  (feet) ADJUSTED
 HO0265  ______________________________________________________________________
 HO0265  GEOID HEIGHT    -        -24.435 (meters)                     GEOID18
 HO0265  DYNAMIC HEIGHT  -        947.171 (meters)     3107.51  (feet) COMP
 HO0265  MODELED GRAVITY -    979,578.2   (mgal)                       NAVD 88
 HO0265
 HO0265  VERT ORDER      -  FIRST     CLASS II
 HO0265
 HO0265.The horizontal coordinates were determined by differentially corrected
 HO0265.hand held GPS observations or other comparable positioning techniques
 HO0265.and have an estimated accuracy of +/- 3 meters.
 HO0265
 HO0265.The orthometric height was determined by differential leveling and
 HO0265.adjusted by the NATIONAL GEODETIC SURVEY
 HO0265.in June 1991.
 HO0265
 HO0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0265.GEOID18 height accuracy estimate available here.
 HO0265
 HO0265.Click photographs - Photos may exist for this station.
 HO0265
 HO0265.The dynamic height is computed by dividing the NAVD 88
 HO0265.geopotential number by the normal gravity value computed on the
 HO0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0265.degrees latitude (g = 980.6199 gals.).
 HO0265
 HO0265.The modeled gravity was interpolated from observed gravity values.
 HO0265
 HO0265;                    North         East    Units  Estimated Accuracy
 HO0265;SPC UT S     - 3,052,991.1     317,398.5     MT  (+/- 3 meters HH1 GPS) 
 HO0265
 HO0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG7302411911(NAD 83)
 HO0265
 HO0265                          SUPERSEDED SURVEY CONTROL
 HO0265
 HO0265  NGVD 29 (??/??/92)  947.274  (m)         3107.85   (f) ADJ UNCH    1 2
 HO0265
 HO0265.Superseded values are not recommended for survey control.
 HO0265
 HO0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0265.See file dsdata.pdf to determine how the superseded data were derived.
 HO0265
 HO0265_MARKER: DB = BENCH MARK DISK
 HO0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0265_STAMPING: A 123 1934
 HO0265_MARK LOGO: CGS
 HO0265_PROJECTION: PROJECTING 30 CENTIMETERS
 HO0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0265+STABILITY: SURFACE MOTION
 HO0265
 HO0265  HISTORY     - Date     Condition        Report By
 HO0265  HISTORY     - 1934     MONUMENTED       CGS
 HO0265  HISTORY     - 1982     GOOD             NGS
 HO0265  HISTORY     - 20120612 GOOD             SUNENG
 HO0265
 HO0265                          STATION DESCRIPTION
 HO0265
 HO0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0265'1.7 MI NE FROM ST GEORGE.
 HO0265'1.7 MILES NORTHEAST ALONG U. S. HIGHWAY 91 FROM THE COURTHOUSE AT ST
 HO0265'GEORGE, WASHINGTON COUNTY, THENCE 0.8 MILE NORTH ALONG THE 1934 ROUTE
 HO0265'OF STATE HIGHWAY 18.  75 FEET WEST OF A DRY WASH, 27 FEET WEST OF THE
 HO0265'CENTERLINE OF THE OLD HIGHWAY, AND ABOUT 5 FEET HIGHER THAN THE
 HO0265'HIGHWAY.  A STANDARD DISK, STAMPED A 123 1934 AND SET IN THE TOP OF A
 HO0265'CONCRETE POST.
 HO0265
 HO0265                          STATION RECOVERY (1982)
 HO0265
 HO0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0265'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 HO0265'2.8 KM (1.75 MI) EAST ALONG ST. GEORGE BOULEVARD FROM THE JUNCTION OF
 HO0265'STATE HIGHWAY 18 IN ST. GEORGE, THENCE 0.1 KM (0.05 MI) NORTH ALONG
 HO0265'1100 E STREET, THENCE 0.15 KM (0.1 MI) EAST ALONG HIGHLAND DRIVE,
 HO0265'THENCE 0.9 KM (0.55 MI) NORTH ALONG INDUSTRIAL ROAD, THENCE 0.9 KM
 HO0265'(0.55 MI) NORTH ALONG A PAVED ROAD, THENCE 0.35 KM (0.2 MI) NORTH
 HO0265'ALONG OLD STATE HIGHWAY 18, ON THE NORTHEAST SIDE OF A SMALL HILL, 9.7
 HO0265'METERS (32 FT) WEST OF THE HIGHWAY CENTERLINE, 51.2 METERS (168 FT)
 HO0265'NORTH OF THE NORTHWEST CORNER OF A CATTLE GUARD.
 HO0265'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 HO0265
 HO0265                          STATION RECOVERY (2012)
 HO0265
 HO0265'RECOVERY NOTE BY SUNRISE ENGINEERING 2012 (AB)
 HO0265'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0317 ***********************************************************************
 HO0317  DESIGNATION -  A 124
 HO0317  PID         -  HO0317
 HO0317  STATE/COUNTY-  UT/WASHINGTON
 HO0317  COUNTRY     -  US
 HO0317  USGS QUAD   -  ENTERPRISE (2017)
 HO0317
 HO0317                         *CURRENT SURVEY CONTROL
 HO0317  ______________________________________________________________________
 HO0317* NAD 83(1986) POSITION- 37 36 01.     (N) 113 42 49.     (W)   SCALED
 HO0317* NAVD 88 ORTHO HEIGHT -  1615.472 (meters)     5300.09  (feet) ADJUSTED
 HO0317  ______________________________________________________________________
 HO0317  GEOID HEIGHT    -        -23.219 (meters)                     GEOID18
 HO0317  DYNAMIC HEIGHT  -       1613.634 (meters)     5294.06  (feet) COMP
 HO0317  MODELED GRAVITY -    979,435.8   (mgal)                       NAVD 88
 HO0317
 HO0317  VERT ORDER      -  SECOND    CLASS 0
 HO0317
 HO0317.The horizontal coordinates were scaled from a map and have
 HO0317.an estimated accuracy of +/- 6 seconds.
 HO0317
 HO0317.The orthometric height was determined by differential leveling and
 HO0317.adjusted by the NATIONAL GEODETIC SURVEY
 HO0317.in June 1991.
 HO0317
 HO0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0317.GEOID18 height accuracy estimate available here.
 HO0317
 HO0317.Click photographs - Photos may exist for this station.
 HO0317
 HO0317.The dynamic height is computed by dividing the NAVD 88
 HO0317.geopotential number by the normal gravity value computed on the
 HO0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0317.degrees latitude (g = 980.6199 gals.).
 HO0317
 HO0317.The modeled gravity was interpolated from observed gravity values.
 HO0317
 HO0317;                    North         East    Units  Estimated Accuracy
 HO0317;SPC UT S     - 3,105,930.      304,550.      MT  (+/- 180 meters Scaled)
 HO0317
 HO0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG604649(NAD 83)
 HO0317
 HO0317                          SUPERSEDED SURVEY CONTROL
 HO0317
 HO0317  NGVD 29 (??/??/92) 1614.366  (m)         5296.47   (f) ADJ UNCH    2 0
 HO0317
 HO0317.Superseded values are not recommended for survey control.
 HO0317
 HO0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0317.See file dsdata.pdf to determine how the superseded data were derived.
 HO0317
 HO0317_MARKER: DB = BENCH MARK DISK
 HO0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0317_STAMPING: A 124 1934
 HO0317_MARK LOGO: CGS
 HO0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0317+STABILITY: SURFACE MOTION
 HO0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0317+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1972
 HO0317
 HO0317  HISTORY     - Date     Condition        Report By
 HO0317  HISTORY     - 1934     MONUMENTED       CGS
 HO0317  HISTORY     - 19720106 GOOD             USGS
 HO0317
 HO0317                          STATION DESCRIPTION
 HO0317
 HO0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0317'2.0 MI N FROM ENTERPRISE.
 HO0317'2.0 MILES NORTH ALONG THE 1934 ROUTE OF STATE HIGHWAY 18 FROM
 HO0317'ENTERPRISE, WASHINGTON COUNTY, 140 FEET WEST OF A FENCE LINE, AND 101
 HO0317'FEET WEST OF THE CENTERLINE OF THE OLD HIGHWAY.  A STANDARD DISK,
 HO0317'STAMPED A 124 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HO0317
 HO0317                          STATION RECOVERY (1972)
 HO0317
 HO0317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HO0317'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0433 ***********************************************************************
 MR0433  DESIGNATION -  A 125
 MR0433  PID         -  MR0433
 MR0433  STATE/COUNTY-  UT/BOX ELDER
 MR0433  COUNTRY     -  US
 MR0433  USGS QUAD   -  MANTUA (2017)
 MR0433
 MR0433                         *CURRENT SURVEY CONTROL
 MR0433  ______________________________________________________________________
 MR0433* NAD 83(1986) POSITION- 41 29 59.     (N) 111 59 15.     (W)   SCALED
 MR0433* NAVD 88 ORTHO HEIGHT -  1413.193 (meters)     4636.45  (feet) ADJUSTED
 MR0433  ______________________________________________________________________
 MR0433  GEOID HEIGHT    -        -15.876 (meters)                     GEOID18
 MR0433  DYNAMIC HEIGHT  -       1412.164 (meters)     4633.07  (feet) COMP
 MR0433  MODELED GRAVITY -    979,846.3   (mgal)                       NAVD 88
 MR0433
 MR0433  VERT ORDER      -  FIRST     CLASS II
 MR0433
 MR0433.The horizontal coordinates were scaled from a map and have
 MR0433.an estimated accuracy of +/- 6 seconds.
 MR0433
 MR0433.The orthometric height was determined by differential leveling and
 MR0433.adjusted by the NATIONAL GEODETIC SURVEY
 MR0433.in June 1991.
 MR0433
 MR0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0433.GEOID18 height accuracy estimate available here.
 MR0433
 MR0433.Click photographs - Photos may exist for this station.
 MR0433
 MR0433.The dynamic height is computed by dividing the NAVD 88
 MR0433.geopotential number by the normal gravity value computed on the
 MR0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0433.degrees latitude (g = 980.6199 gals.).
 MR0433
 MR0433.The modeled gravity was interpolated from observed gravity values.
 MR0433
 MR0433;                    North         East    Units  Estimated Accuracy
 MR0433;SPC UT N     - 1,129,640.      459,300.      MT  (+/- 180 meters Scaled)
 MR0433
 MR0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL175947(NAD 83)
 MR0433
 MR0433                          SUPERSEDED SURVEY CONTROL
 MR0433
 MR0433  NGVD 29 (??/??/92) 1412.178  (m)         4633.12   (f) ADJ UNCH    1 2
 MR0433
 MR0433.Superseded values are not recommended for survey control.
 MR0433
 MR0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0433.See file dsdata.pdf to determine how the superseded data were derived.
 MR0433
 MR0433_MARKER: DB = BENCH MARK DISK
 MR0433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0433_SP_SET: BRIDGE
 MR0433_STAMPING: A 125 1934
 MR0433_MARK LOGO: CGS
 MR0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0433
 MR0433  HISTORY     - Date     Condition        Report By
 MR0433  HISTORY     - 1934     MONUMENTED       CGS
 MR0433  HISTORY     - 1953     GOOD             CGS
 MR0433  HISTORY     - 19870706 MARK NOT FOUND   USGS
 MR0433
 MR0433                          STATION DESCRIPTION
 MR0433
 MR0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MR0433'1.7 MI E FROM BRIGHAM CITY.
 MR0433'0.1 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT BRIGHAM CITY,
 MR0433'THENCE 1.6 MILES EAST ALONG U.S. HIGHWAY 91, 0.3 MILE EAST OF THE
 MR0433'BRIGHAM CITY POWER PLANT, AT A CONCRETE BRIDGE OVER BOX ELDER CREEK,
 MR0433'IN THE TOP OF A CONCRETE RETAINING WALL EXTENDING SOUTHEAST FROM THE
 MR0433'SOUTHWEST CORNER OF THE BRIDGE, 24 FEET SOUTH OF THE CENTER LINE OF
 MR0433'THE HIGHWAY, 7.7 FEET EAST OF THE WEST END OF THE SOUTH CONCRETE
 MR0433'GUARDRAIL, 2.5 FEET SOUTH OF THE SOUTH FACE OF THE SOUTH CONCRETE
 MR0433'GUARDRAIL, AND ABOUT LEVEL WITH THE HIGHWAY.
 MR0433
 MR0433                          STATION RECOVERY (1987)
 MR0433
 MR0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (GH)
 MR0433'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0466 ***********************************************************************
 MR0466  DESIGNATION -  A 126
 MR0466  PID         -  MR0466
 MR0466  STATE/COUNTY-  UT/CACHE
 MR0466  COUNTRY     -  US
 MR0466  USGS QUAD   -  TEMPLE PEAK (2017)
 MR0466
 MR0466                         *CURRENT SURVEY CONTROL
 MR0466  ______________________________________________________________________
 MR0466* NAD 83(1986) POSITION- 41 51 58.     (N) 111 34 13.     (W)   SCALED
 MR0466* NAVD 88 ORTHO HEIGHT -  1865.854 (meters)     6121.56  (feet) ADJUSTED
 MR0466  ______________________________________________________________________
 MR0466  GEOID HEIGHT    -        -14.366 (meters)                     GEOID18
 MR0466  DYNAMIC HEIGHT  -       1864.298 (meters)     6116.45  (feet) COMP
 MR0466  MODELED GRAVITY -    979,722.9   (mgal)                       NAVD 88
 MR0466
 MR0466  VERT ORDER      -  SECOND    CLASS 0
 MR0466
 MR0466.The horizontal coordinates were scaled from a map and have
 MR0466.an estimated accuracy of +/- 6 seconds.
 MR0466
 MR0466.The orthometric height was determined by differential leveling and
 MR0466.adjusted by the NATIONAL GEODETIC SURVEY
 MR0466.in June 1991.
 MR0466
 MR0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0466.GEOID18 height accuracy estimate available here.
 MR0466
 MR0466.Click photographs - Photos may exist for this station.
 MR0466
 MR0466.The dynamic height is computed by dividing the NAVD 88
 MR0466.geopotential number by the normal gravity value computed on the
 MR0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0466.degrees latitude (g = 980.6199 gals.).
 MR0466
 MR0466.The modeled gravity was interpolated from observed gravity values.
 MR0466
 MR0466;                    North         East    Units  Estimated Accuracy
 MR0466;SPC UT N     - 1,170,230.      494,170.      MT  (+/- 180 meters Scaled)
 MR0466
 MR0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM526350(NAD 83)
 MR0466
 MR0466                          SUPERSEDED SURVEY CONTROL
 MR0466
 MR0466  NGVD 29 (??/??/92) 1864.579  (m)         6117.37   (f) ADJ UNCH    2 0
 MR0466
 MR0466.Superseded values are not recommended for survey control.
 MR0466
 MR0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0466.See file dsdata.pdf to determine how the superseded data were derived.
 MR0466
 MR0466_MARKER: DB = BENCH MARK DISK
 MR0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0466_STAMPING: A 126 1934
 MR0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0466+STABILITY: SURFACE MOTION
 MR0466
 MR0466  HISTORY     - Date     Condition        Report By
 MR0466  HISTORY     - 1934     MONUMENTED       CGS
 MR0466  HISTORY     - 1969     MARK NOT FOUND   USGS
 MR0466
 MR0466                          STATION DESCRIPTION
 MR0466
 MR0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0466'20.3 MI NE FROM LOGAN.
 MR0466'ABOUT 20.3 MILES NORTHEAST ALONG U.S. HIGHWAY 89 FROM THE JUNIOR HIGH
 MR0466'SCHOOL AT LOGAN, CACHE COUNTY, ABOUT 0.7 MILE SOUTH OF THE ENTRANCE TO
 MR0466'CAMP LOGAN OF COMPANY 957 OF THE CIVILIAN CONSERVATION CORPS, ABOUT
 MR0466'0.3 MILE SOUTH OF THE STEAM MILL CAMP, ABOUT 60 FEET WEST OF THE WEST
 MR0466'END OF A SMALL CORRUGATED PIPE CULVERT, 27 FEET SOUTH OF THE CENTER
 MR0466'LINE OF A SIDE ROAD LEADING WEST, 78 FEET WEST OF THE CENTER LINE OF
 MR0466'THE HIGHWAY, AND 10 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED A
 MR0466'126 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MR0466
 MR0466                          STATION RECOVERY (1969)
 MR0466
 MR0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MR0466'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0362 ***********************************************************************
 LN0362  DESIGNATION -  A 127
 LN0362  PID         -  LN0362
 LN0362  STATE/COUNTY-  UT/DAGGETT
 LN0362  COUNTRY     -  US
 LN0362  USGS QUAD   -  JESSEN BUTTE (2017)
 LN0362
 LN0362                         *CURRENT SURVEY CONTROL
 LN0362  ______________________________________________________________________
 LN0362* NAD 83(1986) POSITION- 40 58 57.     (N) 109 50 21.     (W)   SCALED
 LN0362* NAVD 88 ORTHO HEIGHT -  2190.655 (meters)     7187.17  (feet) ADJUSTED
 LN0362  ______________________________________________________________________
 LN0362  GEOID HEIGHT    -        -13.784 (meters)                     GEOID18
 LN0362  DYNAMIC HEIGHT  -       2188.567 (meters)     7180.32  (feet) COMP
 LN0362  MODELED GRAVITY -    979,592.4   (mgal)                       NAVD 88
 LN0362
 LN0362  VERT ORDER      -  SECOND    CLASS 0
 LN0362
 LN0362.The horizontal coordinates were scaled from a map and have
 LN0362.an estimated accuracy of +/- 6 seconds.
 LN0362
 LN0362.The orthometric height was determined by differential leveling and
 LN0362.adjusted by the NATIONAL GEODETIC SURVEY
 LN0362.in June 1991.
 LN0362
 LN0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0362.GEOID18 height accuracy estimate available here.
 LN0362
 LN0362.Click photographs - Photos may exist for this station.
 LN0362
 LN0362.The dynamic height is computed by dividing the NAVD 88
 LN0362.geopotential number by the normal gravity value computed on the
 LN0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0362.degrees latitude (g = 980.6199 gals.).
 LN0362
 LN0362.The modeled gravity was interpolated from observed gravity values.
 LN0362
 LN0362;                    North         East    Units  Estimated Accuracy
 LN0362;SPC UT N     - 1,073,430.      639,760.      MT  (+/- 180 meters Scaled)
 LN0362
 LN0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL976374(NAD 83)
 LN0362
 LN0362                          SUPERSEDED SURVEY CONTROL
 LN0362
 LN0362  NGVD 29 (??/??/92) 2189.277  (m)         7182.65   (f) ADJ UNCH    2 0
 LN0362
 LN0362.Superseded values are not recommended for survey control.
 LN0362
 LN0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0362.See file dsdata.pdf to determine how the superseded data were derived.
 LN0362
 LN0362_MARKER: DB = BENCH MARK DISK
 LN0362_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LN0362_SP_SET: UNSPECIFIED ROCK
 LN0362_STAMPING: A 127 1934
 LN0362_MARK LOGO: CGS
 LN0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0362
 LN0362  HISTORY     - Date     Condition        Report By
 LN0362  HISTORY     - 1934     MONUMENTED       CGS
 LN0362
 LN0362                          STATION DESCRIPTION
 LN0362
 LN0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0362'6.5 MI W FROM MANILA.
 LN0362'6.5 MILES WEST ALONG THE ROAD LEADING TO MCKINNON FROM THE COUNTY
 LN0362'COURTHOUSE AT MANILA, DAGGETT COUNTY, AT THE TOP OF A HILL, ON THE
 LN0362'OUTSIDE OF A SHARP CURVE, 126 FEET NORTHWEST OF THE CENTER LINE OF THE
 LN0362'ROAD, AT THE SOUTHEAST END OF A LARGE ROCK OUTCROP, IN THE TOP OF A
 LN0362'30-FOOT ROCK PROJECTION, AND 2 FEET SOUTH OF THE NORTHWEST EDGE.  A
 LN0362'STANDARD DISK, STAMPED A 127 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0329 ***********************************************************************
 HN0329  DESIGNATION -  A 13
 HN0329  PID         -  HN0329
 HN0329  STATE/COUNTY-  UT/GARFIELD
 HN0329  COUNTRY     -  US
 HN0329  USGS QUAD   -  HALL MESA (2017)
 HN0329
 HN0329                         *CURRENT SURVEY CONTROL
 HN0329  ______________________________________________________________________
 HN0329* NAD 83(1986) POSITION- 37 36 54.     (N) 110 52 17.     (W)   SCALED
 HN0329* NAVD 88 ORTHO HEIGHT -  1208.963 (meters)     3966.41  (feet) POSTED
 HN0329  ______________________________________________________________________
 HN0329  GEOID HEIGHT    -        -21.838 (meters)                     GEOID18
 HN0329  DYNAMIC HEIGHT  -       1207.58  (meters)     3961.9   (feet) COMP
 HN0329  MODELED GRAVITY -    979,446.7   (mgal)                       NAVD 88
 HN0329
 HN0329  VERT ORDER      -  * POSTED, SEE BELOW
 HN0329
 HN0329.The horizontal coordinates were scaled from a map and have
 HN0329.an estimated accuracy of +/- 6 seconds.
 HN0329
 HN0329.The orthometric height was determined by differential leveling
 HN0329.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0329
 HN0329.* This is a POSTED BENCH MARK height.
 HN0329
 HN0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0329.GEOID18 height accuracy estimate available here.
 HN0329
 HN0329.Click photographs - Photos may exist for this station.
 HN0329
 HN0329.The dynamic height is computed by dividing the NAVD 88
 HN0329.geopotential number by the normal gravity value computed on the
 HN0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0329.degrees latitude (g = 980.6199 gals.).
 HN0329
 HN0329.The modeled gravity was interpolated from observed gravity values.
 HN0329
 HN0329;                    North         East    Units  Estimated Accuracy
 HN0329;SPC UT S     - 3,105,440.      555,500.      MT  (+/- 180 meters Scaled)
 HN0329
 HN0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG113631(NAD 83)
 HN0329
 HN0329                          SUPERSEDED SURVEY CONTROL
 HN0329
 HN0329  NGVD 29 (??/??/92) 1207.860  (m)         3962.79   (f) ADJ UNCH    1 2
 HN0329
 HN0329.Superseded values are not recommended for survey control.
 HN0329
 HN0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0329.See file dsdata.pdf to determine how the superseded data were derived.
 HN0329
 HN0329_MARKER: DB = BENCH MARK DISK
 HN0329_SETTING: 66 = SET IN ROCK OUTCROP
 HN0329_STAMPING: A 13 1921
 HN0329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0329+STABILITY: POSITION/ELEVATION WELL
 HN0329
 HN0329  HISTORY     - Date     Condition        Report By
 HN0329  HISTORY     - 1921     MONUMENTED       CGS
 HN0329
 HN0329                          STATION DESCRIPTION
 HN0329
 HN0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 HN0329'7.75 MI N FROM BAKER RANCH.
 HN0329'7-3/4 MILES NORTH ALONG THE HALLS CROSSING ROAD FROM BAKER RANCH, KANE
 HN0329'COUNTY, AT THE POINT WHERE THE ROAD CROSSES HALL CREEK SOUTH OF HALL
 HN0329'DIVIDE, 50 FEET WEST OF THE CENTERLINE OF THE CREEK AS IT EMERGES FROM
 HN0329'WATER POCKET REEF CANYON, IN A WHITE SANDSTONE ROCK, NEAR A CAIRN, AND
 HN0329'30 FEET HIGHER THAN THE CREEK BED.  A STANDARD DISK, STAMPED A 13
 HN0329'1921.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0130 ***********************************************************************
 KN0130  DESIGNATION -  A 131
 KN0130  PID         -  KN0130
 KN0130  STATE/COUNTY-  UT/CARBON
 KN0130  COUNTRY     -  US
 KN0130  USGS QUAD   -  PRICE (2017)
 KN0130
 KN0130                         *CURRENT SURVEY CONTROL
 KN0130  ______________________________________________________________________
 KN0130* NAD 83(1986) POSITION- 39 36 24.     (N) 110 50 34.     (W)   SCALED
 KN0130* NAVD 88 ORTHO HEIGHT -  1718.304 (meters)     5637.47  (feet) ADJUSTED
 KN0130  ______________________________________________________________________
 KN0130  GEOID HEIGHT    -        -16.705 (meters)                     GEOID18
 KN0130  DYNAMIC HEIGHT  -       1716.643 (meters)     5632.02  (feet) COMP
 KN0130  MODELED GRAVITY -    979,599.4   (mgal)                       NAVD 88
 KN0130
 KN0130  VERT ORDER      -  SECOND    CLASS 0
 KN0130
 KN0130.The horizontal coordinates were scaled from a map and have
 KN0130.an estimated accuracy of +/- 6 seconds.
 KN0130
 KN0130.The orthometric height was determined by differential leveling and
 KN0130.adjusted by the NATIONAL GEODETIC SURVEY
 KN0130.in June 1991.
 KN0130
 KN0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0130.GEOID18 height accuracy estimate available here.
 KN0130
 KN0130.Click photographs - Photos may exist for this station.
 KN0130
 KN0130.The dynamic height is computed by dividing the NAVD 88
 KN0130.geopotential number by the normal gravity value computed on the
 KN0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0130.degrees latitude (g = 980.6199 gals.).
 KN0130
 KN0130.The modeled gravity was interpolated from observed gravity values.
 KN0130
 KN0130;                    North         East    Units  Estimated Accuracy
 KN0130;SPC UT C     - 2,141,570.      556,440.      MT  (+/- 180 meters Scaled)
 KN0130
 KN0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ134841(NAD 83)
 KN0130
 KN0130                          SUPERSEDED SURVEY CONTROL
 KN0130
 KN0130  NGVD 29 (??/??/92) 1717.252  (m)         5634.02   (f) ADJ UNCH    2 0
 KN0130
 KN0130.Superseded values are not recommended for survey control.
 KN0130
 KN0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0130.See file dsdata.pdf to determine how the superseded data were derived.
 KN0130
 KN0130_MARKER: DB = BENCH MARK DISK
 KN0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0130_STAMPING: A 131 1935
 KN0130_MARK LOGO: CGS
 KN0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0130+STABILITY: SURFACE MOTION
 KN0130
 KN0130  HISTORY     - Date     Condition        Report By
 KN0130  HISTORY     - 1935     MONUMENTED       CGS
 KN0130  HISTORY     - 1972     POOR             USGS
 KN0130
 KN0130                          STATION DESCRIPTION
 KN0130
 KN0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0130'2.5 MI W FROM PRICE.
 KN0130'ABOUT 2.5 MILES WEST ALONG A ROAD FROM PRICE, CARBON COUNTY, ABOUT 1.0
 KN0130'MILE WEST OF U.S. HIGHWAY 50, ABOUT 0.6 MILE WEST OF A ROAD LEADING TO
 KN0130'THE CARBON COUNTY AIRPORT, AT THE TOP OF A SMALL RISE, ABOUT 22 YARDS
 KN0130'WEST OF THE CENTER OF THE JUNCTION OF THREE ROADS, 33 FEET SOUTH OF
 KN0130'THE CENTER LINE OF THE ROAD LEADING NORTH, 13 FEET SOUTH OF THE CENTER
 KN0130'LINE OF THE ROAD LEADING SOUTH, AND ABOUT 3 FEET SOUTH OF THE FENCE. A
 KN0130'STANDARD DISK, STAMPED A 131 1935 AND SET IN THE TOP OF A CONCRETE
 KN0130'POST.
 KN0130
 KN0130                          STATION RECOVERY (1972)
 KN0130
 KN0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KN0130'PRICE, 1.35 MILES NW ALONG U.S. HWY. 6 AND 50, THENCE 0.9 MILES WEST
 KN0130'ALONG ROAD FROM THE INTERSECTION OF U.S. HWY. 6 AND 50 AND STATE HWY.
 KN0130'10, AT THE SUMMIT OF A SMALL RISE IN YARD OF HOME, 65 FT. WEST AND
 KN0130'LEVEL WITH Y-ROAD JUNCTION, IN CONCRETE POST FLUCH WITH GROUND, A
 KN0130'STANDARD DISK STAMPED A 131, 1935. NOTE, BM IS SOLID BUT PARTS OF TOP
 KN0130'OF CONCRETE POST HAS BEEN CHIPPED AWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0210 ***********************************************************************
 KN0210  DESIGNATION -  A 132
 KN0210  PID         -  KN0210
 KN0210  STATE/COUNTY-  UT/SANPETE
 KN0210  COUNTRY     -  US
 KN0210  USGS QUAD   -  FAIRVIEW (2017)
 KN0210
 KN0210                         *CURRENT SURVEY CONTROL
 KN0210  ______________________________________________________________________
 KN0210* NAD 83(1986) POSITION- 39 38 54.     (N) 111 22 53.     (W)   SCALED
 KN0210* NAVD 88 ORTHO HEIGHT -  2183.989 (meters)     7165.30  (feet) ADJUSTED
 KN0210  ______________________________________________________________________
 KN0210  GEOID HEIGHT    -        -16.438 (meters)                     GEOID18
 KN0210  DYNAMIC HEIGHT  -       2181.657 (meters)     7157.65  (feet) COMP
 KN0210  MODELED GRAVITY -    979,480.3   (mgal)                       NAVD 88
 KN0210
 KN0210  VERT ORDER      -  SECOND    CLASS 0
 KN0210
 KN0210.The horizontal coordinates were scaled from a map and have
 KN0210.an estimated accuracy of +/- 6 seconds.
 KN0210
 KN0210.The orthometric height was determined by differential leveling and
 KN0210.adjusted by the NATIONAL GEODETIC SURVEY
 KN0210.in June 1991.
 KN0210
 KN0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0210.GEOID18 height accuracy estimate available here.
 KN0210
 KN0210.Click photographs - Photos may exist for this station.
 KN0210
 KN0210.The dynamic height is computed by dividing the NAVD 88
 KN0210.geopotential number by the normal gravity value computed on the
 KN0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0210.degrees latitude (g = 980.6199 gals.).
 KN0210
 KN0210.The modeled gravity was interpolated from observed gravity values.
 KN0210
 KN0210;                    North         East    Units  Estimated Accuracy
 KN0210;SPC UT C     - 2,146,000.      510,180.      MT  (+/- 180 meters Scaled)
 KN0210
 KN0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ672887(NAD 83)
 KN0210
 KN0210                          SUPERSEDED SURVEY CONTROL
 KN0210
 KN0210  NGVD 29 (??/??/92) 2182.742  (m)         7161.21   (f) ADJ UNCH    2 0
 KN0210
 KN0210.Superseded values are not recommended for survey control.
 KN0210
 KN0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0210.See file dsdata.pdf to determine how the superseded data were derived.
 KN0210
 KN0210_MARKER: DB = BENCH MARK DISK
 KN0210_SETTING: 66 = SET IN ROCK OUTCROP
 KN0210_STAMPING: A 132 1935
 KN0210_MARK LOGO: CGS
 KN0210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0210+STABILITY: POSITION/ELEVATION WELL
 KN0210
 KN0210  HISTORY     - Date     Condition        Report By
 KN0210  HISTORY     - 1935     MONUMENTED       CGS
 KN0210  HISTORY     - 1964     MARK NOT FOUND   USGS
 KN0210
 KN0210                          STATION DESCRIPTION
 KN0210
 KN0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0210'3.8 MI E FROM FAIRVIEW.
 KN0210'ABOUT 3.8 MILES EAST ALONG STATE HIGHWAY 31 FROM THE POST OFFICE AT
 KN0210'FAIRVIEW, SANPETE COUNTY, BETWEEN TWO CURVES, ABOUT 90 FEET EAST OF A
 KN0210'MOUNTAIN SPRING, 24 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND
 KN0210'IN THE TOP OF A SANDSTONE ROCK LEDGE.  A STANDARD DISK, STAMPED A 132
 KN0210'1935.
 KN0210
 KN0210                          STATION RECOVERY (1964)
 KN0210
 KN0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KN0210'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0312 ***********************************************************************
 MR0312  DESIGNATION -  A 134
 MR0312  PID         -  MR0312
 MR0312  STATE/COUNTY-  UT/SUMMIT
 MR0312  COUNTRY     -  US
 MR0312  USGS QUAD   -  HEINERS CREEK (2017)
 MR0312
 MR0312                         *CURRENT SURVEY CONTROL
 MR0312  ______________________________________________________________________
 MR0312* NAD 83(1986) POSITION- 41 04 04.     (N) 111 16 16.     (W)   SCALED
 MR0312* NAVD 88 ORTHO HEIGHT -  1837.620 (meters)     6028.92  (feet) ADJUSTED
 MR0312  ______________________________________________________________________
 MR0312  GEOID HEIGHT    -        -15.638 (meters)                     GEOID18
 MR0312  DYNAMIC HEIGHT  -       1835.952 (meters)     6023.45  (feet) COMP
 MR0312  MODELED GRAVITY -    979,652.2   (mgal)                       NAVD 88
 MR0312
 MR0312  VERT ORDER      -  FIRST     CLASS II
 MR0312
 MR0312.The horizontal coordinates were scaled from a map and have
 MR0312.an estimated accuracy of +/- 6 seconds.
 MR0312
 MR0312.The orthometric height was determined by differential leveling and
 MR0312.adjusted by the NATIONAL GEODETIC SURVEY
 MR0312.in June 1991.
 MR0312
 MR0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0312.GEOID18 height accuracy estimate available here.
 MR0312
 MR0312.Click photographs - Photos may exist for this station.
 MR0312
 MR0312.The dynamic height is computed by dividing the NAVD 88
 MR0312.geopotential number by the normal gravity value computed on the
 MR0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0312.degrees latitude (g = 980.6199 gals.).
 MR0312
 MR0312.The modeled gravity was interpolated from observed gravity values.
 MR0312
 MR0312;                    North         East    Units  Estimated Accuracy
 MR0312;SPC UT N     - 1,081,590.      519,240.      MT  (+/- 180 meters Scaled)
 MR0312
 MR0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL772463(NAD 83)
 MR0312
 MR0312                          SUPERSEDED SURVEY CONTROL
 MR0312
 MR0312  NGVD 29 (??/??/92) 1836.273  (m)         6024.51   (f) SUPERSEDED  1 2
 MR0312  NGVD 29 (06/08/92) 1836.375  (m)         6024.84   (f) ADJUSTED    1 2
 MR0312
 MR0312.Superseded values are not recommended for survey control.
 MR0312
 MR0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0312.See file dsdata.pdf to determine how the superseded data were derived.
 MR0312
 MR0312_MARKER: DB = BENCH MARK DISK
 MR0312_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MR0312_SP_SET: PILLAR
 MR0312_STAMPING: A 134 1958
 MR0312_MARK LOGO: CGS
 MR0312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0312
 MR0312  HISTORY     - Date     Condition        Report By
 MR0312  HISTORY     - 1958     MONUMENTED       CGS
 MR0312  HISTORY     - 1983     GOOD             NGS
 MR0312
 MR0312                          STATION DESCRIPTION
 MR0312
 MR0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0312'11.4 MI NE FROM ECHO.
 MR0312'ABOUT 11.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0312'STATION AT ECHO, 13 TELEPHONE POLES WEST OF MILE POST 941, SET
 MR0312'VERTICALLY IN THE NORTHEAST FACE OF THE MOST NORTHEASTERLY ONE OF THE
 MR0312'CONCRETE PILLARS OF THE OVERPASS, 13 1/2 FEET NORTHWEST OF THE NEAR
 MR0312'RAIL, AND ABOUT 4 FEET ABOVE THE TRACK.
 MR0312
 MR0312                          STATION RECOVERY (1983)
 MR0312
 MR0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0312'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MR0312'FOLLOWING EXCEPTION, CHANGE=13 TELEPHONE POLES WEST OF MILEPOST 941 TO
 MR0312'1 POLE WEST OF MILEPOST 941.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0362 ***********************************************************************
 MR0362  DESIGNATION -  A 135
 MR0362  PID         -  MR0362
 MR0362  STATE/COUNTY-  UT/MORGAN
 MR0362  COUNTRY     -  US
 MR0362  USGS QUAD   -  MORGAN (2017)
 MR0362
 MR0362                         *CURRENT SURVEY CONTROL
 MR0362  ______________________________________________________________________
 MR0362* NAD 83(1986) POSITION- 41 04 34.     (N) 111 43 23.     (W)   SCALED
 MR0362* NAVD 88 ORTHO HEIGHT -  1517.361 (meters)     4978.21  (feet) ADJUSTED
 MR0362  ______________________________________________________________________
 MR0362  GEOID HEIGHT    -        -16.240 (meters)                     GEOID18
 MR0362  DYNAMIC HEIGHT  -       1516.092 (meters)     4974.05  (feet) COMP
 MR0362  MODELED GRAVITY -    979,735.7   (mgal)                       NAVD 88
 MR0362
 MR0362  VERT ORDER      -  FIRST     CLASS II
 MR0362
 MR0362.The horizontal coordinates were scaled from a map and have
 MR0362.an estimated accuracy of +/- 6 seconds.
 MR0362
 MR0362.The orthometric height was determined by differential leveling and
 MR0362.adjusted by the NATIONAL GEODETIC SURVEY
 MR0362.in June 1991.
 MR0362
 MR0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0362.GEOID18 height accuracy estimate available here.
 MR0362
 MR0362.Click photographs - Photos may exist for this station.
 MR0362
 MR0362.The dynamic height is computed by dividing the NAVD 88
 MR0362.geopotential number by the normal gravity value computed on the
 MR0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0362.degrees latitude (g = 980.6199 gals.).
 MR0362
 MR0362.The modeled gravity was interpolated from observed gravity values.
 MR0362
 MR0362;                    North         East    Units  Estimated Accuracy
 MR0362;SPC UT N     - 1,082,510.      481,260.      MT  (+/- 180 meters Scaled)
 MR0362
 MR0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL392474(NAD 83)
 MR0362
 MR0362                          SUPERSEDED SURVEY CONTROL
 MR0362
 MR0362  NGVD 29 (??/??/92) 1516.185  (m)         4974.35   (f) SUPERSEDED  1 2
 MR0362  NGVD 29 (06/08/92) 1516.249  (m)         4974.56   (f) ADJUSTED    1 2
 MR0362
 MR0362.Superseded values are not recommended for survey control.
 MR0362
 MR0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0362.See file dsdata.pdf to determine how the superseded data were derived.
 MR0362
 MR0362_MARKER: DB = BENCH MARK DISK
 MR0362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0362_SP_SET: FOOTING
 MR0362_STAMPING: A 135 1958
 MR0362_MARK LOGO: CGS
 MR0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0362
 MR0362  HISTORY     - Date     Condition        Report By
 MR0362  HISTORY     - 1958     MONUMENTED       CGS
 MR0362  HISTORY     - 1983     GOOD             NGS
 MR0362
 MR0362                          STATION DESCRIPTION
 MR0362
 MR0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0362'3.6 MI NW FROM MORGAN.
 MR0362'ABOUT 3.6 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0362'STATION AT MORGAN, 15 1/2 TELEPHONE POLES SOUTHEAST OF MILE POST 972,
 MR0362'IN THE TOP OF THE NORTH CORNER OF THE WEST CONCRETE FOOTING OF
 MR0362'OVERHEAD SIGNAL NUMBER 971.6, 6 TELEPHONE POLES SOUTHEAST OF A PRIVATE
 MR0362'ROAD CROSSING, 7 FEET SOUTHWEST OF THE NEAR RAIL, AND ABOUT LEVEL WITH
 MR0362'THE TRACK.
 MR0362
 MR0362                          STATION RECOVERY (1983)
 MR0362
 MR0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0362'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0221 ***********************************************************************
 LO0221  DESIGNATION -  A 136
 LO0221  PID         -  LO0221
 LO0221  STATE/COUNTY-  UT/SUMMIT
 LO0221  COUNTRY     -  US
 LO0221  USGS QUAD   -  COALVILLE (2017)
 LO0221
 LO0221                         *CURRENT SURVEY CONTROL
 LO0221  ______________________________________________________________________
 LO0221* NAD 83(1986) POSITION- 40 59 41.     (N) 111 27 39.     (W)   SCALED
 LO0221* NAVD 88 ORTHO HEIGHT -  1659.100 (meters)     5443.23  (feet) ADJUSTED
 LO0221  ______________________________________________________________________
 LO0221  GEOID HEIGHT    -        -16.054 (meters)                     GEOID18
 LO0221  DYNAMIC HEIGHT  -       1657.645 (meters)     5438.46  (feet) COMP
 LO0221  MODELED GRAVITY -    979,689.6   (mgal)                       NAVD 88
 LO0221
 LO0221  VERT ORDER      -  FIRST     CLASS II
 LO0221
 LO0221.The horizontal coordinates were scaled from a map and have
 LO0221.an estimated accuracy of +/- 6 seconds.
 LO0221
 LO0221.The orthometric height was determined by differential leveling and
 LO0221.adjusted by the NATIONAL GEODETIC SURVEY
 LO0221.in June 1991.
 LO0221
 LO0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0221.GEOID18 height accuracy estimate available here.
 LO0221
 LO0221.Click photographs - Photos may exist for this station.
 LO0221
 LO0221.The dynamic height is computed by dividing the NAVD 88
 LO0221.geopotential number by the normal gravity value computed on the
 LO0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0221.degrees latitude (g = 980.6199 gals.).
 LO0221
 LO0221.The modeled gravity was interpolated from observed gravity values.
 LO0221
 LO0221;                    North         East    Units  Estimated Accuracy
 LO0221;SPC UT N     - 1,073,450.      503,300.      MT  (+/- 180 meters Scaled)
 LO0221
 LO0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL612382(NAD 83)
 LO0221
 LO0221                          SUPERSEDED SURVEY CONTROL
 LO0221
 LO0221  NGVD 29 (??/??/92) 1657.867  (m)         5439.19   (f) SUPERSEDED  1 2
 LO0221  NGVD 29 (06/08/92) 1657.922  (m)         5439.37   (f) ADJUSTED    1 2
 LO0221
 LO0221.Superseded values are not recommended for survey control.
 LO0221
 LO0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0221.See file dsdata.pdf to determine how the superseded data were derived.
 LO0221
 LO0221_MARKER: DB = BENCH MARK DISK
 LO0221_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0221_SP_SET: CULVERT
 LO0221_STAMPING: A 136 1958
 LO0221_MARK LOGO: CGS
 LO0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0221+STABILITY: SURFACE MOTION
 LO0221
 LO0221  HISTORY     - Date     Condition        Report By
 LO0221  HISTORY     - 1958     MONUMENTED       CGS
 LO0221  HISTORY     - 1983     GOOD             NGS
 LO0221
 LO0221                          STATION DESCRIPTION
 LO0221
 LO0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LO0221'1.55 MI NW FROM ECHO.
 LO0221'ABOUT 1.55 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LO0221'STATION AT ECHO, 11 TELEPHONE POLES WEST OF MILE POST 954, IN THE TOP
 LO0221'OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A LARGE CONCRETE
 LO0221'CULVERT UNDER THE HIGHWAY, 32 FEET SOUTH OF THE CENTER LINE OF U. S.
 LO0221'HIGHWAY 30S, 105 FEET NORTH OF THE NEAR RAIL, ABOUT 10 FEET ABOVE THE
 LO0221'TRACK,  AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 LO0221
 LO0221                          STATION RECOVERY (1983)
 LO0221
 LO0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LO0221'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0118 ***********************************************************************
 HO0118  DESIGNATION -  A 137
 HO0118  PID         -  HO0118
 HO0118  STATE/COUNTY-  UT/KANE
 HO0118  COUNTRY     -  US
 HO0118  USGS QUAD   -  KANAB (2017)
 HO0118
 HO0118                         *CURRENT SURVEY CONTROL
 HO0118  ______________________________________________________________________
 HO0118* NAD 83(1986) POSITION- 37 02 35.     (N) 112 31 34.     (W)   SCALED
 HO0118* NAVD 88 ORTHO HEIGHT -  1507.151 (meters)     4944.71  (feet) ADJUSTED
 HO0118  ______________________________________________________________________
 HO0118  GEOID HEIGHT    -        -22.049 (meters)                     GEOID18
 HO0118  DYNAMIC HEIGHT  -       1505.436 (meters)     4939.08  (feet) COMP
 HO0118  MODELED GRAVITY -    979,440.0   (mgal)                       NAVD 88
 HO0118
 HO0118  VERT ORDER      -  FIRST     CLASS II
 HO0118
 HO0118.The horizontal coordinates were scaled from a map and have
 HO0118.an estimated accuracy of +/- 6 seconds.
 HO0118
 HO0118.The orthometric height was determined by differential leveling and
 HO0118.adjusted by the NATIONAL GEODETIC SURVEY
 HO0118.in June 1991.
 HO0118
 HO0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0118.GEOID18 height accuracy estimate available here.
 HO0118
 HO0118.Click photographs - Photos may exist for this station.
 HO0118
 HO0118.The dynamic height is computed by dividing the NAVD 88
 HO0118.geopotential number by the normal gravity value computed on the
 HO0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0118.degrees latitude (g = 980.6199 gals.).
 HO0118
 HO0118.The modeled gravity was interpolated from observed gravity values.
 HO0118
 HO0118;                    North         East    Units  Estimated Accuracy
 HO0118;SPC UT S     - 3,042,270.      408,710.      MT  (+/- 180 meters Scaled)
 HO0118
 HO0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG642007(NAD 83)
 HO0118
 HO0118                          SUPERSEDED SURVEY CONTROL
 HO0118
 HO0118  NGVD 29 (??/??/92) 1506.214  (m)         4941.64   (f) ADJ UNCH    1 2
 HO0118
 HO0118.Superseded values are not recommended for survey control.
 HO0118
 HO0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0118.See file dsdata.pdf to determine how the superseded data were derived.
 HO0118
 HO0118_MARKER: DB = BENCH MARK DISK
 HO0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0118_STAMPING: A 137 1962
 HO0118_MARK LOGO: CGS
 HO0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0118+STABILITY: SURFACE MOTION
 HO0118
 HO0118  HISTORY     - Date     Condition        Report By
 HO0118  HISTORY     - 1962     MONUMENTED       CGS
 HO0118  HISTORY     - 1983     GOOD             NGS
 HO0118  HISTORY     - 20120610 MARK NOT FOUND   GEOCAC
 HO0118
 HO0118                          STATION DESCRIPTION
 HO0118
 HO0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0118'0.45 MI S FROM KANAB.
 HO0118'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY SAINTS
 HO0118'CHURCH AT KANAB, 183 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF
 HO0118'U.S. HIGHWAYS 89 AND 89 ALTERNATE, 114 FEET NORTH OF THE CENTER LINE
 HO0118'OF U.S. HIGHWAY 89, 138 FEET EAST OF THE CENTER LINES OF U.S. HIGHWAYS
 HO0118'89 AND 89 ALTERNATE, 0.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 HO0118'PHILLIPS 66 SERVICE STATION BUILDING, ABOUT LEVEL WITH THE HIGHWAYS,
 HO0118'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HO0118
 HO0118                          STATION RECOVERY (1983)
 HO0118
 HO0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0118'RECOVERED IN GOOD CONDITION.
 HO0118
 HO0118                          STATION RECOVERY (2012)
 HO0118
 HO0118'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0118'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 HO0118'MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0097 ***********************************************************************
 HO0097  DESIGNATION -  A 138
 HO0097  PID         -  HO0097
 HO0097  STATE/COUNTY-  UT/KANE
 HO0097  COUNTRY     -  US
 HO0097  USGS QUAD   -  PETRIFIED HOLLOW (2017)
 HO0097
 HO0097                         *CURRENT SURVEY CONTROL
 HO0097  ______________________________________________________________________
 HO0097* NAD 83(1986) POSITION- 37 04 43.0    (N) 112 09 49.1    (W)   HD_HELD2
 HO0097* NAVD 88 ORTHO HEIGHT -  1721.001 (meters)     5646.32  (feet) ADJUSTED
 HO0097  ______________________________________________________________________
 HO0097  GEOID HEIGHT    -        -22.138 (meters)                     GEOID18
 HO0097  DYNAMIC HEIGHT  -       1718.955 (meters)     5639.60  (feet) COMP
 HO0097  MODELED GRAVITY -    979,381.0   (mgal)                       NAVD 88
 HO0097
 HO0097  VERT ORDER      -  FIRST     CLASS II
 HO0097
 HO0097.The horizontal coordinates were established by autonomous hand held GPS
 HO0097.observations and have an estimated accuracy of +/- 10 meters.
 HO0097
 HO0097.The orthometric height was determined by differential leveling and
 HO0097.adjusted by the NATIONAL GEODETIC SURVEY
 HO0097.in June 1991.
 HO0097
 HO0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0097.GEOID18 height accuracy estimate available here.
 HO0097
 HO0097.Click photographs - Photos may exist for this station.
 HO0097
 HO0097.The dynamic height is computed by dividing the NAVD 88
 HO0097.geopotential number by the normal gravity value computed on the
 HO0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0097.degrees latitude (g = 980.6199 gals.).
 HO0097
 HO0097.The modeled gravity was interpolated from observed gravity values.
 HO0097
 HO0097;                    North         East    Units  Estimated Accuracy
 HO0097;SPC UT S     - 3,045,929.      440,988.      MT  (+/- 10 meters HH2 GPS)
 HO0097
 HO0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG9656804226(NAD 83)
 HO0097
 HO0097                          SUPERSEDED SURVEY CONTROL
 HO0097
 HO0097  NGVD 29 (??/??/92) 1719.967  (m)         5642.93   (f) ADJ UNCH    1 2
 HO0097
 HO0097.Superseded values are not recommended for survey control.
 HO0097
 HO0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0097.See file dsdata.pdf to determine how the superseded data were derived.
 HO0097
 HO0097_MARKER: DB = BENCH MARK DISK
 HO0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HO0097_SP_SET: CULVERT
 HO0097_STAMPING: A 138 1962
 HO0097_MARK LOGO: CGS
 HO0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0097
 HO0097  HISTORY     - Date     Condition        Report By
 HO0097  HISTORY     - 1962     MONUMENTED       CGS
 HO0097  HISTORY     - 1983     GOOD             NGS
 HO0097
 HO0097                          STATION DESCRIPTION
 HO0097
 HO0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0097'22.25 MI E FROM KANAB.
 HO0097'ABOUT 22.25 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY
 HO0097'SAINTS CHURCH AT KANAB, 0.1 MILE SOUTHWEST OF HIGHWAY MILEPOST 22, 33
 HO0097'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 3 FEET BELOW
 HO0097'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE NORTHEAST END OF
 HO0097'THE SOUTHEAST CONCRETE HEADWALL OF A 60 INCH METAL CULVERT.
 HO0097
 HO0097                          STATION RECOVERY (1983)
 HO0097
 HO0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0097'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  34.9 KM
 HO0097'(21.85 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0097'SAINTS IN KANAB, IN TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL
 HO0097'FOR A 72-INCH CORRUGATED METAL PIPE CULVERT, 4.75 KM (3.0 MI)
 HO0097'NORTHEAST OF THE BRIDGE OVER THE PETRIFIED HOLLOW WASH, 0.5 KM
 HO0097'(0.3 MI) NORTHEAST OF MILEPOST 43, 10.0 METERS (33 FT) SOUTHEAST OF
 HO0097'THE HIGHWAY CENTERLINE.
 HO0097'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0522 ***********************************************************************
 HN0522  DESIGNATION -  A 139
 HN0522  PID         -  HN0522
 HN0522  STATE/COUNTY-  UT/KANE
 HN0522  COUNTRY     -  US
 HN0522  USGS QUAD   -  WEST CLARK BENCH (2017)
 HN0522
 HN0522                         *CURRENT SURVEY CONTROL
 HN0522  ______________________________________________________________________
 HN0522* NAD 83(1986) POSITION- 37 07 13.0    (N) 111 56 34.4    (W)   HD_HELD2
 HN0522* NAVD 88 ORTHO HEIGHT -  1361.961 (meters)     4468.37  (feet) ADJUSTED
 HN0522  ______________________________________________________________________
 HN0522  GEOID HEIGHT    -        -22.597 (meters)                     GEOID18
 HN0522  DYNAMIC HEIGHT  -       1360.403 (meters)     4463.26  (feet) COMP
 HN0522  MODELED GRAVITY -    979,440.7   (mgal)                       NAVD 88
 HN0522
 HN0522  VERT ORDER      -  FIRST     CLASS II
 HN0522
 HN0522.The horizontal coordinates were established by autonomous hand held GPS
 HN0522.observations and have an estimated accuracy of +/- 10 meters.
 HN0522
 HN0522.The orthometric height was determined by differential leveling and
 HN0522.adjusted by the NATIONAL GEODETIC SURVEY
 HN0522.in June 1991.
 HN0522
 HN0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0522.GEOID18 height accuracy estimate available here.
 HN0522
 HN0522.Click photographs - Photos may exist for this station.
 HN0522
 HN0522.The dynamic height is computed by dividing the NAVD 88
 HN0522.geopotential number by the normal gravity value computed on the
 HN0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0522.degrees latitude (g = 980.6199 gals.).
 HN0522
 HN0522.The modeled gravity was interpolated from observed gravity values.
 HN0522
 HN0522;                    North         East    Units  Estimated Accuracy
 HN0522;SPC UT S     - 3,050,437.      460,639.      MT  (+/- 10 meters HH2 GPS)
 HN0522
 HN0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG1623608631(NAD 83)
 HN0522
 HN0522                          SUPERSEDED SURVEY CONTROL
 HN0522
 HN0522  NGVD 29 (??/??/92) 1361.001  (m)         4465.22   (f) ADJ UNCH    1 2
 HN0522
 HN0522.Superseded values are not recommended for survey control.
 HN0522
 HN0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0522.See file dsdata.pdf to determine how the superseded data were derived.
 HN0522
 HN0522_MARKER: DB = BENCH MARK DISK
 HN0522_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HN0522_SP_SET: CULVERT HEADWALL
 HN0522_STAMPING: A 139 1962
 HN0522_MARK LOGO: CGS
 HN0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0522+STABILITY: SURFACE MOTION
 HN0522
 HN0522  HISTORY     - Date     Condition        Report By
 HN0522  HISTORY     - 1962     MONUMENTED       CGS
 HN0522  HISTORY     - 1983     GOOD             NGS
 HN0522
 HN0522                          STATION DESCRIPTION
 HN0522
 HN0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0522'31.85 MI W FROM PAGE, AZ.
 HN0522'ABOUT 31.85 MILES WEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END OF
 HN0522'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.15 MILE EAST OF MILEPOST
 HN0522'NUMBER 41, 38 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.5
 HN0522'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 HN0522'OF THE HIGHWAY, AND SET IN THE TOP OF THE SOUTHEAST END OF THE
 HN0522'SOUTHWEST HEADWALL OF A METAL CULVERT.
 HN0522
 HN0522                          STATION RECOVERY (1983)
 HN0522
 HN0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0522'RECOVERED IN GOOD CONDITION.  OMIT--0.15 MI EAST OF MILEPOST 41.
 HN0522'ADD--0.8 KM (0.5 MI) SOUTHEAST OF MILEPOST 24.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0547 ***********************************************************************
 HN0547  DESIGNATION -  A 140
 HN0547  PID         -  HN0547
 HN0547  STATE/COUNTY-  UT/KANE
 HN0547  COUNTRY     -  US
 HN0547  USGS QUAD   -  LONE ROCK (2017)
 HN0547
 HN0547                         *CURRENT SURVEY CONTROL
 HN0547  ______________________________________________________________________
 HN0547* NAD 83(1986) POSITION- 37 00 48.33   (N) 111 35 08.13   (W)   HD_HELD1
 HN0547* NAVD 88 ORTHO HEIGHT -  1185.025 (meters)     3887.87  (feet) ADJUSTED
 HN0547  ______________________________________________________________________
 HN0547  GEOID HEIGHT    -        -23.411 (meters)                     GEOID18
 HN0547  DYNAMIC HEIGHT  -       1183.686 (meters)     3883.48  (feet) COMP
 HN0547  MODELED GRAVITY -    979,461.6   (mgal)                       NAVD 88
 HN0547
 HN0547  VERT ORDER      -  FIRST     CLASS II
 HN0547
 HN0547.The horizontal coordinates were determined by differentially corrected
 HN0547.hand held GPS observations or other comparable positioning techniques
 HN0547.and have an estimated accuracy of +/- 3 meters.
 HN0547
 HN0547.The orthometric height was determined by differential leveling and
 HN0547.adjusted by the NATIONAL GEODETIC SURVEY
 HN0547.in June 1991.
 HN0547
 HN0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0547.GEOID18 height accuracy estimate available here.
 HN0547
 HN0547.Click photographs - Photos may exist for this station.
 HN0547
 HN0547.The dynamic height is computed by dividing the NAVD 88
 HN0547.geopotential number by the normal gravity value computed on the
 HN0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0547.degrees latitude (g = 980.6199 gals.).
 HN0547
 HN0547.The modeled gravity was interpolated from observed gravity values.
 HN0547
 HN0547;                    North         East    Units  Estimated Accuracy
 HN0547;SPC UT S     - 3,038,488.2     492,382.4     MT  (+/- 3 meters HH1 GPS) 
 HN0547
 HN0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4790596521(NAD 83)
 HN0547
 HN0547                          SUPERSEDED SURVEY CONTROL
 HN0547
 HN0547  NGVD 29 (??/??/92) 1184.114  (m)         3884.88   (f) ADJ UNCH    1 2
 HN0547
 HN0547.Superseded values are not recommended for survey control.
 HN0547
 HN0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0547.See file dsdata.pdf to determine how the superseded data were derived.
 HN0547
 HN0547_MARKER: DB = BENCH MARK DISK
 HN0547_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HN0547_SP_SET: CULVERT HEADWALL
 HN0547_STAMPING: A 140 1962
 HN0547_MARK LOGO: CGS
 HN0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0547+STABILITY: SURFACE MOTION
 HN0547
 HN0547  HISTORY     - Date     Condition        Report By
 HN0547  HISTORY     - 1962     MONUMENTED       CGS
 HN0547  HISTORY     - 1983     GOOD             NGS
 HN0547
 HN0547                          STATION DESCRIPTION
 HN0547
 HN0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0547'8.65 MI NW FROM PAGE, AZ.
 HN0547'ABOUT 8.65 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 HN0547'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  1.1 MILES NORTHEAST
 HN0547'OF THE ARIZONA-UTAH STATE LINE, 0.2 MILE NORTHEAST OF MILEPOST NUMBER
 HN0547'64, 58 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET
 HN0547'NORTHWEST OF THE SOUTHEAST END OF A CULVERT HEADWALL, ABOUT 12 FEET
 HN0547'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE SOUTHEAST
 HN0547'END OF THE NORTHEAST HEADWALL OF A METAL CULVERT.
 HN0547
 HN0547                          STATION RECOVERY (1983)
 HN0547
 HN0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0547'RECOVERED IN GOOD CONDITION.  OMIT--0.2 MI NORTHEAST OF MILEPOST 64.
 HN0547'ADD--0.16 KM (0.1 MI) NORTHWEST OF MILEPOST 1.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0093 ***********************************************************************
 HN0093  DESIGNATION -  A 141
 HN0093  PID         -  HN0093
 HN0093  STATE/COUNTY-  UT/SAN JUAN
 HN0093  COUNTRY     -  US
 HN0093  USGS QUAD   -  CLAY HILLS (2017)
 HN0093
 HN0093                         *CURRENT SURVEY CONTROL
 HN0093  ______________________________________________________________________
 HN0093* NAD 83(1986) POSITION- 37 24 32.     (N) 110 16 22.     (W)   SCALED
 HN0093* NAVD 88 ORTHO HEIGHT -  1442.338 (meters)     4732.07  (feet) ADJUSTED
 HN0093  ______________________________________________________________________
 HN0093  GEOID HEIGHT    -        -21.302 (meters)                     GEOID18
 HN0093  DYNAMIC HEIGHT  -       1440.728 (meters)     4726.79  (feet) COMP
 HN0093  MODELED GRAVITY -    979,464.0   (mgal)                       NAVD 88
 HN0093
 HN0093  VERT ORDER      -  FIRST     CLASS II
 HN0093
 HN0093.The horizontal coordinates were scaled from a map and have
 HN0093.an estimated accuracy of +/- 6 seconds.
 HN0093
 HN0093.The orthometric height was determined by differential leveling and
 HN0093.adjusted by the NATIONAL GEODETIC SURVEY
 HN0093.in June 1991.
 HN0093
 HN0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0093.GEOID18 height accuracy estimate available here.
 HN0093
 HN0093.Click photographs - Photos may exist for this station.
 HN0093
 HN0093.The dynamic height is computed by dividing the NAVD 88
 HN0093.geopotential number by the normal gravity value computed on the
 HN0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0093.degrees latitude (g = 980.6199 gals.).
 HN0093
 HN0093.The modeled gravity was interpolated from observed gravity values.
 HN0093
 HN0093;                    North         East    Units  Estimated Accuracy
 HN0093;SPC UT S     - 3,083,090.      608,640.      MT  (+/- 180 meters Scaled)
 HN0093
 HN0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG643404(NAD 83)
 HN0093
 HN0093                          SUPERSEDED SURVEY CONTROL
 HN0093
 HN0093  NGVD 29 (??/??/92) 1441.371  (m)         4728.90   (f) ADJ UNCH    1 2
 HN0093
 HN0093.Superseded values are not recommended for survey control.
 HN0093
 HN0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0093.See file dsdata.pdf to determine how the superseded data were derived.
 HN0093
 HN0093_MARKER: DB = BENCH MARK DISK
 HN0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0093_STAMPING: A 141 1962
 HN0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0093+STABILITY: SURFACE MOTION
 HN0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0093+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2011
 HN0093
 HN0093  HISTORY     - Date     Condition        Report By
 HN0093  HISTORY     - 1962     MONUMENTED       CGS
 HN0093  HISTORY     - 20111103 GOOD             GEOCAC
 HN0093
 HN0093                          STATION DESCRIPTION
 HN0093
 HN0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0093'32.0 MI S FROM FRY CANYON.
 HN0093'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0093'AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 HN0093'AT THE JUNCTION WITH A DIRT ROAD LEADING WEST THROUGH CLAY HILLS
 HN0093'DIVIDE AND A DIRT ROAD LEADING SOUTHWEST TO CLAY HILLS CROSSING AT THE
 HN0093'SAN JUAN RIVER, 92 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING TO
 HN0093'CLAY HILLS DIVIDE, 57 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING
 HN0093'TO CLAY HILLS CROSSING, 49 FEET SOUTHWEST OF A 4X4-INCH WHITE WOODEN
 HN0093'REFERENCE POST WHICH PROJECTS 16 FEET, 3.0 FEET NORTHWEST OF A METAL
 HN0093'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD LEADING TO
 HN0093'CLAY HILLS CROSSING, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HN0093'6-INCHES.
 HN0093
 HN0093                          STATION RECOVERY (2011)
 HN0093
 HN0093'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 HN0093'METAL WP IS FLAT ON THE GROUND.  LAT/LONG SCALED FROM GOOGLE EARTH IS
 HN0093'372435.0  1101623.3.
 HN0093'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0386 ***********************************************************************
 HN0386  DESIGNATION -  A 142
 HN0386  PID         -  HN0386
 HN0386  STATE/COUNTY-  UT/KANE
 HN0386  COUNTRY     -  US
 HN0386  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0386
 HN0386                         *CURRENT SURVEY CONTROL
 HN0386  ______________________________________________________________________
 HN0386* NAD 83(1986) POSITION- 37 00 59.     (N) 111 22 46.     (W)   SCALED
 HN0386* NAVD 88 ORTHO HEIGHT -  1190.896 (meters)     3907.13  (feet) ADJUSTED
 HN0386  ______________________________________________________________________
 HN0386  GEOID HEIGHT    -        -23.460 (meters)                     GEOID18
 HN0386  DYNAMIC HEIGHT  -       1189.509 (meters)     3902.58  (feet) COMP
 HN0386  MODELED GRAVITY -    979,428.0   (mgal)                       NAVD 88
 HN0386
 HN0386  VERT ORDER      -  FIRST     CLASS II
 HN0386
 HN0386.The horizontal coordinates were scaled from a map and have
 HN0386.an estimated accuracy of +/- 6 seconds.
 HN0386
 HN0386.The orthometric height was determined by differential leveling and
 HN0386.adjusted by the NATIONAL GEODETIC SURVEY
 HN0386.in June 1991.
 HN0386
 HN0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0386.GEOID18 height accuracy estimate available here.
 HN0386
 HN0386.Click photographs - Photos may exist for this station.
 HN0386
 HN0386.The dynamic height is computed by dividing the NAVD 88
 HN0386.geopotential number by the normal gravity value computed on the
 HN0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0386.degrees latitude (g = 980.6199 gals.).
 HN0386
 HN0386.The modeled gravity was interpolated from observed gravity values.
 HN0386
 HN0386;                    North         East    Units  Estimated Accuracy
 HN0386;SPC UT S     - 3,038,820.      510,730.      MT  (+/- 180 meters Scaled)
 HN0386
 HN0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF662967(NAD 83)
 HN0386
 HN0386                          SUPERSEDED SURVEY CONTROL
 HN0386
 HN0386  NGVD 29 (??/??/92) 1189.968  (m)         3904.09   (f) ADJ UNCH    1 2
 HN0386
 HN0386.Superseded values are not recommended for survey control.
 HN0386
 HN0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0386.See file dsdata.pdf to determine how the superseded data were derived.
 HN0386
 HN0386_MARKER: DB = BENCH MARK DISK
 HN0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0386_STAMPING: A 142 1962
 HN0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0386+STABILITY: SURFACE MOTION
 HN0386
 HN0386  HISTORY     - Date     Condition        Report By
 HN0386  HISTORY     - 1962     MONUMENTED       CGS
 HN0386
 HN0386                          STATION DESCRIPTION
 HN0386
 HN0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0386'26.9 MI SE FROM GLEN CANYON CITY.
 HN0386'ABOUT 10.3 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0386'SERVICE STATION WHICH IS ON U. S. HIGHWAY 89 AT GLEN CANYON CITY.
 HN0386'THENCE 16.6 MILES SOUTHEAST ACROSS COUNTRY.  1.2 MILES NORTHWEST OF
 HN0386'THE NORTHWEST RIM OF THE COLORADO RIVER, IN A SANDY AREA, 2.2 FEET
 HN0386'SOUTH-SOUTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 HN0386'CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0140 ***********************************************************************
 HN0140  DESIGNATION -  A 143
 HN0140  PID         -  HN0140
 HN0140  STATE/COUNTY-  UT/SAN JUAN
 HN0140  COUNTRY     -  US
 HN0140  USGS QUAD   -  MONITOR BUTTE (2017)
 HN0140
 HN0140                         *CURRENT SURVEY CONTROL
 HN0140  ______________________________________________________________________
 HN0140* NAD 83(1986) POSITION- 37 13 38.     (N) 110 25 13.     (W)   SCALED
 HN0140* NAVD 88 ORTHO HEIGHT -  1163.044 (meters)     3815.75  (feet) ADJUSTED
 HN0140  ______________________________________________________________________
 HN0140  GEOID HEIGHT    -        -21.806 (meters)                     GEOID18
 HN0140  DYNAMIC HEIGHT  -       1161.798 (meters)     3811.67  (feet) COMP
 HN0140  MODELED GRAVITY -    979,519.9   (mgal)                       NAVD 88
 HN0140
 HN0140  VERT ORDER      -  FIRST     CLASS II
 HN0140
 HN0140.The horizontal coordinates were scaled from a map and have
 HN0140.an estimated accuracy of +/- 6 seconds.
 HN0140
 HN0140.The orthometric height was determined by differential leveling and
 HN0140.adjusted by the NATIONAL GEODETIC SURVEY
 HN0140.in June 1991.
 HN0140
 HN0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0140.GEOID18 height accuracy estimate available here.
 HN0140
 HN0140.Click photographs - Photos may exist for this station.
 HN0140
 HN0140.The dynamic height is computed by dividing the NAVD 88
 HN0140.geopotential number by the normal gravity value computed on the
 HN0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0140.degrees latitude (g = 980.6199 gals.).
 HN0140
 HN0140.The modeled gravity was interpolated from observed gravity values.
 HN0140
 HN0140;                    North         East    Units  Estimated Accuracy
 HN0140;SPC UT S     - 3,062,770.      595,820.      MT  (+/- 180 meters Scaled)
 HN0140
 HN0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG514202(NAD 83)
 HN0140
 HN0140                          SUPERSEDED SURVEY CONTROL
 HN0140
 HN0140  NGVD 29 (??/??/92) 1162.182  (m)         3812.93   (f) ADJ UNCH    1 2
 HN0140
 HN0140.Superseded values are not recommended for survey control.
 HN0140
 HN0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0140.See file dsdata.pdf to determine how the superseded data were derived.
 HN0140
 HN0140_MARKER: DB = BENCH MARK DISK
 HN0140_SETTING: 66 = SET IN ROCK OUTCROP
 HN0140_STAMPING: A 143 1962
 HN0140_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0140+STABILITY: POSITION/ELEVATION WELL
 HN0140
 HN0140  HISTORY     - Date     Condition        Report By
 HN0140  HISTORY     - 1962     MONUMENTED       CGS
 HN0140  HISTORY     - 1982     GOOD             USGS
 HN0140  HISTORY     - 1982     GOOD             USGS
 HN0140
 HN0140                          STATION DESCRIPTION
 HN0140
 HN0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0140'17.15 MI NW FROM OLJATO.
 HN0140'ABOUT 17.15 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0140'FROM THE TRADING POST AT OLJATO, 0.15 MILE SOUTH OF THE JUNCTION OF
 HN0140'THE DIRT ROAD AND A ROAD LEADING TO THE WHIRLWIND MINE, 184 FEET
 HN0140'NORTHEAST OF THE CENTERLINE OF THE DIRT ROAD, 62 FEET NORTHEAST OF A
 HN0140'4X4 INCH WHITE WOODEN REFERENCE POST, 20.0 FEET NORTHWEST OF A METAL
 HN0140'WITNESS POST, 12 FEET SOUTHWEST OF A ROCK CAIRN, ABOUT 2 FEET BELOW
 HN0140'THE LEVEL OF THE DIRT ROAD, AND SET IN THE TOP OF A ROCK OUTCROP.
 HN0140
 HN0140                          STATION RECOVERY (1982)
 HN0140
 HN0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0140'FROM THE TRADING POST AT OLJETO, N. 2.3 MI ALONG PAVED RD. TO A
 HN0140'BLADED RD. LEADING TO COPPER CANYON, WNW. ALONG BLADED RD, 8.6 MI TO
 HN0140'A Y-RD. N. LEADING TO PIUTE FARMS, N. ALONG RD. FOR 8.15 MI. BM IS
 HN0140'184 FT NE. OF THE CENTERLINE OF THE ROAD., 12 FT SW. OF A ROCK CAIRN,
 HN0140'IN THE NW. CORNER OF THE NE QUARTER OF SECTION. 13, T 41 S., R. 13 E.
 HN0140'A STANDARD DISK SET IN TOP OF A ROCK OUTCROP.
 HN0140
 HN0140                          STATION RECOVERY (1982)
 HN0140
 HN0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0140'FROM THE TRADING POST AT OLJETO, N. 2.3 MI ALONG PAVED RD. TO A
 HN0140'BLADED RD. LEADING TO COPPER CANYON, WNW. ALONG BLADED RD, 8.6 MI TO
 HN0140'A Y-RD. N. LEADING TO PIUTE FARMS, N. ALONG RD. FOR 8.15 MI. BM IS
 HN0140'184 FT NE. OF THE CENTERLINE OF THE ROAD., 12 FT SW. OF A ROCK CAIRN,
 HN0140'IN THE NW. CORNER OF THE NE QUARTER OF SECTION. 13, T 41 S., R. 13 E.
 HN0140'A STANDARD DISK SET IN TOP OF A ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0562 ***********************************************************************
 HN0562  DESIGNATION -  A 144
 HN0562  PID         -  HN0562
 HN0562  STATE/COUNTY-  UT/KANE
 HN0562  COUNTRY     -  US
 HN0562  USGS QUAD   -  LONE ROCK (2017)
 HN0562
 HN0562                         *CURRENT SURVEY CONTROL
 HN0562  ______________________________________________________________________
 HN0562* NAD 83(1986) POSITION- 37 04 33.8    (N) 111 33 10.0    (W)   HD_HELD2
 HN0562* NAVD 88 ORTHO HEIGHT -  1209.831 (meters)     3969.25  (feet) ADJUSTED
 HN0562  ______________________________________________________________________
 HN0562  GEOID HEIGHT    -        -23.295 (meters)                     GEOID18
 HN0562  DYNAMIC HEIGHT  -       1208.476 (meters)     3964.81  (feet) COMP
 HN0562  MODELED GRAVITY -    979,470.2   (mgal)                       NAVD 88
 HN0562
 HN0562  VERT ORDER      -  FIRST     CLASS II
 HN0562
 HN0562.The horizontal coordinates were established by autonomous hand held GPS
 HN0562.observations and have an estimated accuracy of +/- 10 meters.
 HN0562
 HN0562.The orthometric height was determined by differential leveling and
 HN0562.adjusted by the NATIONAL GEODETIC SURVEY
 HN0562.in June 1991.
 HN0562
 HN0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0562.GEOID18 height accuracy estimate available here.
 HN0562
 HN0562.Click photographs - Photos may exist for this station.
 HN0562
 HN0562.The dynamic height is computed by dividing the NAVD 88
 HN0562.geopotential number by the normal gravity value computed on the
 HN0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0562.degrees latitude (g = 980.6199 gals.).
 HN0562
 HN0562.The modeled gravity was interpolated from observed gravity values.
 HN0562
 HN0562;                    North         East    Units  Estimated Accuracy
 HN0562;SPC UT S     - 3,045,437.      495,307.      MT  (+/- 10 meters HH2 GPS)
 HN0562
 HN0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG5086403452(NAD 83)
 HN0562
 HN0562                          SUPERSEDED SURVEY CONTROL
 HN0562
 HN0562  NGVD 29 (??/??/92) 1208.930  (m)         3966.30   (f) ADJ UNCH    1 2
 HN0562
 HN0562.Superseded values are not recommended for survey control.
 HN0562
 HN0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0562.See file dsdata.pdf to determine how the superseded data were derived.
 HN0562
 HN0562_MARKER: DB = BENCH MARK DISK
 HN0562_SETTING: 66 = SET IN ROCK OUTCROP
 HN0562_STAMPING: A 144 1962
 HN0562_MARK LOGO: CGS
 HN0562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0562+STABILITY: POSITION/ELEVATION WELL
 HN0562
 HN0562  HISTORY     - Date     Condition        Report By
 HN0562  HISTORY     - 1962     MONUMENTED       CGS
 HN0562  HISTORY     - 1977     GOOD             USGS
 HN0562  HISTORY     - 1977     GOOD             USGS
 HN0562
 HN0562                          STATION DESCRIPTION
 HN0562
 HN0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0562'7.5 MI E FROM GLEN CANYON CITY.
 HN0562'ABOUT 7.5 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0562'SERVICE STATION AT GLEN CANYON CITY, 1.05 MILES EAST OF A 4X4 INCH
 HN0562'WHITE WOODEN REFERENCE POST WHICH PROJECTS ABOUT 16 FEET, 55 FEET
 HN0562'SOUTH OF THE CENTERLINE OF THE ROAD, 43.0 FEET EAST OF A METAL WITNESS
 HN0562'POST, AND SET IN THE TOP OF A ROCK LEDGE ON THE EAST RIM OF THE HEAD
 HN0562'OF LONE ROCK CANYON.  ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD.
 HN0562
 HN0562                          STATION RECOVERY (1977)
 HN0562
 HN0562'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0562'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E. ON GRAIDED
 HN0562'DIRT ROAD FOR 7.2 MILES TO BM. 39 FT. S. OF ROAD AND SET IN THE TOP
 HN0562'OF A ROCK LEDGE ON THE E. RIM OF THE HEAD OF LONE ROCK CANYON.
 HN0562
 HN0562                          STATION RECOVERY (1977)
 HN0562
 HN0562'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0562'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E. ON GRAIDED
 HN0562'DIRT ROAD FOR 7.2 MILES TO BM. 39 FT. S. OF ROAD AND SET IN THE TOP
 HN0562'OF A ROCK LEDGE ON THE E. RIM OF THE HEAD OF LONE ROCK CANYON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0389 ***********************************************************************
 HN0389  DESIGNATION -  A 145
 HN0389  PID         -  HN0389
 HN0389  STATE/COUNTY-  UT/KANE
 HN0389  COUNTRY     -  US
 HN0389  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0389
 HN0389                         *CURRENT SURVEY CONTROL
 HN0389  ______________________________________________________________________
 HN0389* NAD 83(1986) POSITION- 37 01 52.     (N) 111 23 16.     (W)   SCALED
 HN0389* NAVD 88 ORTHO HEIGHT -  1168.191 (meters)     3832.64  (feet) ADJUSTED
 HN0389  ______________________________________________________________________
 HN0389  GEOID HEIGHT    -        -23.444 (meters)                     GEOID18
 HN0389  DYNAMIC HEIGHT  -       1166.834 (meters)     3828.19  (feet) COMP
 HN0389  MODELED GRAVITY -    979,431.4   (mgal)                       NAVD 88
 HN0389
 HN0389  VERT ORDER      -  FIRST     CLASS II
 HN0389
 HN0389.The horizontal coordinates were scaled from a map and have
 HN0389.an estimated accuracy of +/- 6 seconds.
 HN0389
 HN0389.The orthometric height was determined by differential leveling and
 HN0389.adjusted by the NATIONAL GEODETIC SURVEY
 HN0389.in June 1991.
 HN0389
 HN0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0389.GEOID18 height accuracy estimate available here.
 HN0389
 HN0389.Click photographs - Photos may exist for this station.
 HN0389
 HN0389.The dynamic height is computed by dividing the NAVD 88
 HN0389.geopotential number by the normal gravity value computed on the
 HN0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0389.degrees latitude (g = 980.6199 gals.).
 HN0389
 HN0389.The modeled gravity was interpolated from observed gravity values.
 HN0389
 HN0389;                    North         East    Units  Estimated Accuracy
 HN0389;SPC UT S     - 3,040,450.      509,990.      MT  (+/- 180 meters Scaled)
 HN0389
 HN0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF655983(NAD 83)
 HN0389
 HN0389                          SUPERSEDED SURVEY CONTROL
 HN0389
 HN0389  NGVD 29 (??/??/92) 1167.261  (m)         3829.59   (f) ADJ UNCH    1 2
 HN0389
 HN0389.Superseded values are not recommended for survey control.
 HN0389
 HN0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0389.See file dsdata.pdf to determine how the superseded data were derived.
 HN0389
 HN0389_MARKER: DB = BENCH MARK DISK
 HN0389_SETTING: 66 = SET IN ROCK OUTCROP
 HN0389_STAMPING: A 145 1962
 HN0389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0389+STABILITY: POSITION/ELEVATION WELL
 HN0389
 HN0389  HISTORY     - Date     Condition        Report By
 HN0389  HISTORY     - 1962     MONUMENTED       CGS
 HN0389  HISTORY     - 1979     MARK NOT FOUND   USGS
 HN0389  HISTORY     - 1979     MARK NOT FOUND   USGS
 HN0389
 HN0389                          STATION DESCRIPTION
 HN0389
 HN0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0389'25.05 MI SE FROM GLEN CANYON CITY.
 HN0389'ABOUT 10.3 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0389'SERVICE STATION WHICH IS ON U. S. HIGHWAY 89 AT GLEN CANYON CITY.
 HN0389'THENCE 14.75 MILES SOUTHWEST ACROSS COUNTRY.  ALONG THE FOOT OF A
 HN0389'CLIFF WHICH IS ON THE EAST SIDE OF COTTONWOOD WASH, SET IN THE TOP OF
 HN0389'A ROCK LEDGE WHICH IS ON THE SOUTH BANK OF A DEEP WASH AND ABOUT 200
 HN0389'FEET SOUTHWEST OF THE CLIFF, AND 10 FEET WEST OF A CAIRN.
 HN0389
 HN0389                          STATION RECOVERY (1979)
 HN0389
 HN0389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HN0389'MARK NOT FOUND.
 HN0389
 HN0389                          STATION RECOVERY (1979)
 HN0389
 HN0389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HN0389'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0446 ***********************************************************************
 HN0446  DESIGNATION -  A 146
 HN0446  PID         -  HN0446
 HN0446  STATE/COUNTY-  UT/KANE
 HN0446  COUNTRY     -  US
 HN0446  USGS QUAD   -  NAVAJO POINT (2017)
 HN0446
 HN0446                         *CURRENT SURVEY CONTROL
 HN0446  ______________________________________________________________________
 HN0446* NAD 83(1986) POSITION- 37 08 48.     (N) 111 05 02.     (W)   SCALED
 HN0446* NAVD 88 ORTHO HEIGHT -  1574.550 (meters)     5165.84  (feet) ADJUSTED
 HN0446  ______________________________________________________________________
 HN0446  GEOID HEIGHT    -        -22.935 (meters)                     GEOID18
 HN0446  DYNAMIC HEIGHT  -       1572.636 (meters)     5159.56  (feet) COMP
 HN0446  MODELED GRAVITY -    979,361.1   (mgal)                       NAVD 88
 HN0446
 HN0446  VERT ORDER      -  FIRST     CLASS II
 HN0446
 HN0446.The horizontal coordinates were scaled from a map and have
 HN0446.an estimated accuracy of +/- 6 seconds.
 HN0446
 HN0446.The orthometric height was determined by differential leveling and
 HN0446.adjusted by the NATIONAL GEODETIC SURVEY
 HN0446.in June 1991.
 HN0446
 HN0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0446.GEOID18 height accuracy estimate available here.
 HN0446
 HN0446.Click photographs - Photos may exist for this station.
 HN0446
 HN0446.The dynamic height is computed by dividing the NAVD 88
 HN0446.geopotential number by the normal gravity value computed on the
 HN0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0446.degrees latitude (g = 980.6199 gals.).
 HN0446
 HN0446.The modeled gravity was interpolated from observed gravity values.
 HN0446
 HN0446;                    North         East    Units  Estimated Accuracy
 HN0446;SPC UT S     - 3,053,350.      536,970.      MT  (+/- 180 meters Scaled)
 HN0446
 HN0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG925111(NAD 83)
 HN0446
 HN0446                          SUPERSEDED SURVEY CONTROL
 HN0446
 HN0446  NGVD 29 (??/??/92) 1573.524  (m)         5162.47   (f) ADJ UNCH    1 2
 HN0446
 HN0446.Superseded values are not recommended for survey control.
 HN0446
 HN0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0446.See file dsdata.pdf to determine how the superseded data were derived.
 HN0446
 HN0446_MARKER: DB = BENCH MARK DISK
 HN0446_SETTING: 66 = SET IN ROCK OUTCROP
 HN0446_STAMPING: A 146 1962
 HN0446_MARK LOGO: CGS
 HN0446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0446+STABILITY: POSITION/ELEVATION WELL
 HN0446
 HN0446  HISTORY     - Date     Condition        Report By
 HN0446  HISTORY     - 1962     MONUMENTED       CGS
 HN0446
 HN0446                          STATION DESCRIPTION
 HN0446
 HN0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0446'24.0 MI SW FROM HOLE-IN-THE-ROCK.
 HN0446'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0446'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0446'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0446'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0446'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0446'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0446'PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0446'HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0446'CLIFFS.  THENCE 2.4 MILES SOUTH-SOUTHEAST ALONG A COW PATH.  THENCE
 HN0446'3.1 MILES SOUTH ACROSS ROCKY COUNTRY TOWARDS NAVAJO POINT.  THENCE 3.0
 HN0446'MILES NORTHWEST ALONG A COW PATH AND AROUND NAVAJO POINT.  THENCE 3.75
 HN0446'MILES SOUTHWEST DOWNHILL AND ACROSS ROCKY COUNTRY LEADING TO BILLIE
 HN0446'FLAT TOP, WEST OF NAVAJO POINT, ON THE WEST BANK OF A CANYON, 6.9 FEET
 HN0446'NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF ROCK LEDGE ABOUT
 HN0446'12-INCHES ABOVE THE LEVEL OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0103 ***********************************************************************
 HN0103  DESIGNATION -  A 147
 HN0103  PID         -  HN0103
 HN0103  STATE/COUNTY-  UT/SAN JUAN
 HN0103  COUNTRY     -  US
 HN0103  USGS QUAD   -  CLAY HILLS (2017)
 HN0103
 HN0103                         *CURRENT SURVEY CONTROL
 HN0103  ______________________________________________________________________
 HN0103* NAD 83(1986) POSITION- 37 24 46.     (N) 110 22 06.     (W)   SCALED
 HN0103* NAVD 88 ORTHO HEIGHT -  1625.700 (meters)     5333.65  (feet) ADJUSTED
 HN0103  ______________________________________________________________________
 HN0103  GEOID HEIGHT    -        -21.555 (meters)                     GEOID18
 HN0103  DYNAMIC HEIGHT  -       1623.833 (meters)     5327.53  (feet) COMP
 HN0103  MODELED GRAVITY -    979,424.4   (mgal)                       NAVD 88
 HN0103
 HN0103  VERT ORDER      -  FIRST     CLASS II
 HN0103
 HN0103.The horizontal coordinates were scaled from a map and have
 HN0103.an estimated accuracy of +/- 6 seconds.
 HN0103
 HN0103.The orthometric height was determined by differential leveling and
 HN0103.adjusted by the NATIONAL GEODETIC SURVEY
 HN0103.in June 1991.
 HN0103
 HN0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0103.GEOID18 height accuracy estimate available here.
 HN0103
 HN0103.Click photographs - Photos may exist for this station.
 HN0103
 HN0103.The dynamic height is computed by dividing the NAVD 88
 HN0103.geopotential number by the normal gravity value computed on the
 HN0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0103.degrees latitude (g = 980.6199 gals.).
 HN0103
 HN0103.The modeled gravity was interpolated from observed gravity values.
 HN0103
 HN0103;                    North         East    Units  Estimated Accuracy
 HN0103;SPC UT S     - 3,083,410.      600,180.      MT  (+/- 180 meters Scaled)
 HN0103
 HN0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG558408(NAD 83)
 HN0103
 HN0103                          SUPERSEDED SURVEY CONTROL
 HN0103
 HN0103  NGVD 29 (??/??/92) 1624.682  (m)         5330.31   (f) ADJ UNCH    1 2
 HN0103
 HN0103.Superseded values are not recommended for survey control.
 HN0103
 HN0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0103.See file dsdata.pdf to determine how the superseded data were derived.
 HN0103
 HN0103_MARKER: DB = BENCH MARK DISK
 HN0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HN0103_SP_SET: WALL
 HN0103_STAMPING: A 147 1962
 HN0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0103
 HN0103  HISTORY     - Date     Condition        Report By
 HN0103  HISTORY     - 1962     MONUMENTED       CGS
 HN0103
 HN0103                          STATION DESCRIPTION
 HN0103
 HN0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0103'38.85 MI SW FROM FRY CANYON.
 HN0103'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0103'AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0103'THENCE 6.85 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH
 HN0103'CLAY HILLS DIVIDE, 0.7 MILE NORTHEAST OF GREEN WATER SPRING, 130 FEET
 HN0103'WEST OF A POLE GATE, 84 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 HN0103'51 FEET SOUTHWEST OF THE CENTERLINE OF CASTLE CREEK, AT THE BASE OF A
 HN0103'ROCK WALL, ABOUT 8 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 HN0103'BASE OF THE ROCK WALL ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0113 ***********************************************************************
 HN0113  DESIGNATION -  A 148
 HN0113  PID         -  HN0113
 HN0113  STATE/COUNTY-  UT/SAN JUAN
 HN0113  COUNTRY     -  US
 HN0113  USGS QUAD   -  BURNT SPRING (2017)
 HN0113
 HN0113                         *CURRENT SURVEY CONTROL
 HN0113  ______________________________________________________________________
 HN0113* NAD 83(1986) POSITION- 37 24 26.     (N) 110 29 33.     (W)   SCALED
 HN0113* NAVD 88 ORTHO HEIGHT -  1525.077 (meters)     5003.52  (feet) ADJUSTED
 HN0113  ______________________________________________________________________
 HN0113  GEOID HEIGHT    -        -22.024 (meters)                     GEOID18
 HN0113  DYNAMIC HEIGHT  -       1523.323 (meters)     4997.77  (feet) COMP
 HN0113  MODELED GRAVITY -    979,427.3   (mgal)                       NAVD 88
 HN0113
 HN0113  VERT ORDER      -  FIRST     CLASS II
 HN0113
 HN0113.The horizontal coordinates were scaled from a map and have
 HN0113.an estimated accuracy of +/- 6 seconds.
 HN0113
 HN0113.The orthometric height was determined by differential leveling and
 HN0113.adjusted by the NATIONAL GEODETIC SURVEY
 HN0113.in June 1991.
 HN0113
 HN0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0113.GEOID18 height accuracy estimate available here.
 HN0113
 HN0113.Click photographs - Photos may exist for this station.
 HN0113
 HN0113.The dynamic height is computed by dividing the NAVD 88
 HN0113.geopotential number by the normal gravity value computed on the
 HN0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0113.degrees latitude (g = 980.6199 gals.).
 HN0113
 HN0113.The modeled gravity was interpolated from observed gravity values.
 HN0113
 HN0113;                    North         East    Units  Estimated Accuracy
 HN0113;SPC UT S     - 3,082,670.      589,200.      MT  (+/- 180 meters Scaled)
 HN0113
 HN0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG449401(NAD 83)
 HN0113
 HN0113                          SUPERSEDED SURVEY CONTROL
 HN0113
 HN0113  NGVD 29 (??/??/92) 1524.041  (m)         5000.12   (f) ADJ UNCH    1 2
 HN0113
 HN0113.Superseded values are not recommended for survey control.
 HN0113
 HN0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0113.See file dsdata.pdf to determine how the superseded data were derived.
 HN0113
 HN0113_MARKER: DB = BENCH MARK DISK
 HN0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0113_STAMPING: A 148 1962
 HN0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0113+STABILITY: SURFACE MOTION
 HN0113
 HN0113  HISTORY     - Date     Condition        Report By
 HN0113  HISTORY     - 1962     MONUMENTED       CGS
 HN0113
 HN0113                          STATION DESCRIPTION
 HN0113
 HN0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0113'47.75 MI SW FROM FRY CANYON.
 HN0113'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0113'AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0113'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH
 HN0113'CLAY HILLS DIVIDE.  THENCE 0.75 MILE NORTHWEST ALONG A BULLDOZED ROAD
 HN0113'LEADING TO HALLS CROSSING ON THE COLORADO RIVER, 8.2 MILES WEST OF
 HN0113'GREEN WATER SPRING, 0.75 MILE NORTHWEST OF A 4X4 INCH WHITE WOODEN
 HN0113'REFERENCE POST WHICH PROJECTS 16 FEET, 0.15 MILE NORTHWEST OF A LONE
 HN0113'CEDAR TREE, 58 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1.7 FEET
 HN0113'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 HN0113'THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0247 ***********************************************************************
 HN0247  DESIGNATION -  A 149
 HN0247  PID         -  HN0247
 HN0247  STATE/COUNTY-  UT/SAN JUAN
 HN0247  COUNTRY     -  US
 HN0247  USGS QUAD   -  ALCOVE CANYON (2017)
 HN0247
 HN0247                         *CURRENT SURVEY CONTROL
 HN0247  ______________________________________________________________________
 HN0247* NAD 83(1986) POSITION- 37 21 13.     (N) 110 37 45.     (W)   SCALED
 HN0247* NAVD 88 ORTHO HEIGHT -  1231.932 (meters)     4041.76  (feet) ADJUSTED
 HN0247  ______________________________________________________________________
 HN0247  GEOID HEIGHT    -        -22.354 (meters)                     GEOID18
 HN0247  DYNAMIC HEIGHT  -       1230.505 (meters)     4037.08  (feet) COMP
 HN0247  MODELED GRAVITY -    979,431.9   (mgal)                       NAVD 88
 HN0247
 HN0247  VERT ORDER      -  FIRST     CLASS II
 HN0247
 HN0247.The horizontal coordinates were scaled from a map and have
 HN0247.an estimated accuracy of +/- 6 seconds.
 HN0247
 HN0247.The orthometric height was determined by differential leveling and
 HN0247.adjusted by the NATIONAL GEODETIC SURVEY
 HN0247.in June 1991.
 HN0247
 HN0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0247.GEOID18 height accuracy estimate available here.
 HN0247
 HN0247.Click photographs - Photos may exist for this station.
 HN0247
 HN0247.The dynamic height is computed by dividing the NAVD 88
 HN0247.geopotential number by the normal gravity value computed on the
 HN0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0247.degrees latitude (g = 980.6199 gals.).
 HN0247
 HN0247.The modeled gravity was interpolated from observed gravity values.
 HN0247
 HN0247;                    North         East    Units  Estimated Accuracy
 HN0247;SPC UT S     - 3,076,600.      577,150.      MT  (+/- 180 meters Scaled)
 HN0247
 HN0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG328341(NAD 83)
 HN0247
 HN0247                          SUPERSEDED SURVEY CONTROL
 HN0247
 HN0247  NGVD 29 (??/??/92) 1230.887  (m)         4038.34   (f) ADJ UNCH    1 2
 HN0247
 HN0247.Superseded values are not recommended for survey control.
 HN0247
 HN0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0247.See file dsdata.pdf to determine how the superseded data were derived.
 HN0247
 HN0247_MARKER: DB = BENCH MARK DISK
 HN0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HN0247_SP_SET: SANDSTONE WALL
 HN0247_STAMPING: A 149 1962
 HN0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0247
 HN0247  HISTORY     - Date     Condition        Report By
 HN0247  HISTORY     - 1962     MONUMENTED       CGS
 HN0247
 HN0247                          STATION DESCRIPTION
 HN0247
 HN0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0247'58.75 MI SW FROM FRY CANYON.
 HN0247'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0247'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0247'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0247'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0247'TRAIL ROAD.  THENCE 4.15 MILES SOUTHWEST ALONG A TRAIL ROAD.  0.1 MILE
 HN0247'WEST OF AN OLD ABANDONED LOG CABIN, SET IN THE EAST FACE OF THE WEST
 HN0247'SANDSTONE WALL OF THE DRAW, 26 FEET WEST OF THE CENTER LINE OF THE
 HN0247'ROAD, ABOUT 300 FEET SOUTHWEST OF THE CENTER LINE OF THE CANYON, 57
 HN0247'1/2 FEET WEST OF A 25-INCH COTTONWOOD TREE, ABOUT 3 FEET ABOVE THE
 HN0247'LEVEL OF THE GROUND, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0101 ***********************************************************************
 KN0101  DESIGNATION -  A 15
 KN0101  PID         -  KN0101
 KN0101  STATE/COUNTY-  UT/UTAH
 KN0101  COUNTRY     -  US
 KN0101  USGS QUAD   -  KYUNE (2017)
 KN0101
 KN0101                         *CURRENT SURVEY CONTROL
 KN0101  ______________________________________________________________________
 KN0101* NAD 83(1986) POSITION- 39 50 10.     (N) 110 57 35.     (W)   SCALED
 KN0101* NAVD 88 ORTHO HEIGHT -  2164.013 (meters)     7099.77  (feet) ADJUSTED
 KN0101  ______________________________________________________________________
 KN0101  GEOID HEIGHT    -        -15.867 (meters)                     GEOID18
 KN0101  DYNAMIC HEIGHT  -       2161.719 (meters)     7092.24  (feet) COMP
 KN0101  MODELED GRAVITY -    979,488.3   (mgal)                       NAVD 88
 KN0101
 KN0101  VERT ORDER      -  FIRST     CLASS II
 KN0101
 KN0101.The horizontal coordinates were scaled from a map and have
 KN0101.an estimated accuracy of +/- 6 seconds.
 KN0101
 KN0101.The orthometric height was determined by differential leveling and
 KN0101.adjusted by the NATIONAL GEODETIC SURVEY
 KN0101.in June 1991.
 KN0101
 KN0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0101.GEOID18 height accuracy estimate available here.
 KN0101
 KN0101.Click photographs - Photos may exist for this station.
 KN0101
 KN0101.The dynamic height is computed by dividing the NAVD 88
 KN0101.geopotential number by the normal gravity value computed on the
 KN0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0101.degrees latitude (g = 980.6199 gals.).
 KN0101
 KN0101.The modeled gravity was interpolated from observed gravity values.
 KN0101
 KN0101;                    North         East    Units  Estimated Accuracy
 KN0101;SPC UT C     - 2,166,980.      546,240.      MT  (+/- 180 meters Scaled)
 KN0101
 KN0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK034095(NAD 83)
 KN0101
 KN0101                          SUPERSEDED SURVEY CONTROL
 KN0101
 KN0101  NGVD 29 (??/??/92) 2162.727  (m)         7095.55   (f) ADJ UNCH    1 2
 KN0101
 KN0101.Superseded values are not recommended for survey control.
 KN0101
 KN0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0101.See file dsdata.pdf to determine how the superseded data were derived.
 KN0101
 KN0101_MARKER: DB = BENCH MARK DISK
 KN0101_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0101_SP_SET: CULVERT HEADWALL
 KN0101_STAMPING: 7095.547 A 15 1927
 KN0101_MARK LOGO: CGS
 KN0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0101+STABILITY: SURFACE MOTION
 KN0101
 KN0101  HISTORY     - Date     Condition        Report By
 KN0101  HISTORY     - 1927     MONUMENTED       CGS
 KN0101  HISTORY     - 1934     GOOD             CGS
 KN0101
 KN0101                          STATION DESCRIPTION
 KN0101
 KN0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0101'3.5 MI SE FROM COLTON.
 KN0101'3.5 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0101'FROM COLTON, UTAH COUNTY, 20 YARDS WEST OF MILEPOST 641, AT A CONCRETE
 KN0101'CULVERT UNDER THE TRACK, IN THE TOP OF THE EAST END OF THE SOUTH
 KN0101'HEADWALL, AND 17 FEET SOUTH OF THE SOUTH TRACK.  A STANDARD DISK,
 KN0101'STAMPED 7095.547 A 15 1927.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0217 ***********************************************************************
 HN0217  DESIGNATION -  A 150
 HN0217  PID         -  HN0217
 HN0217  STATE/COUNTY-  UT/SAN JUAN
 HN0217  COUNTRY     -  US
 HN0217  USGS QUAD   -  WILSON CREEK (2017)
 HN0217
 HN0217                         *CURRENT SURVEY CONTROL
 HN0217  ______________________________________________________________________
 HN0217* NAD 83(1986) POSITION- 37 14 13.     (N) 110 49 03.     (W)   SCALED
 HN0217* NAVD 88 ORTHO HEIGHT -  1394.395 (meters)     4574.78  (feet) ADJUSTED
 HN0217  ______________________________________________________________________
 HN0217  GEOID HEIGHT    -        -22.616 (meters)                     GEOID18
 HN0217  DYNAMIC HEIGHT  -       1392.803 (meters)     4569.55  (feet) COMP
 HN0217  MODELED GRAVITY -    979,441.3   (mgal)                       NAVD 88
 HN0217
 HN0217  VERT ORDER      -  FIRST     CLASS II
 HN0217
 HN0217.The horizontal coordinates were scaled from a map and have
 HN0217.an estimated accuracy of +/- 6 seconds.
 HN0217
 HN0217.The orthometric height was determined by differential leveling and
 HN0217.adjusted by the NATIONAL GEODETIC SURVEY
 HN0217.in June 1991.
 HN0217
 HN0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0217.GEOID18 height accuracy estimate available here.
 HN0217
 HN0217.Click photographs - Photos may exist for this station.
 HN0217
 HN0217.The dynamic height is computed by dividing the NAVD 88
 HN0217.geopotential number by the normal gravity value computed on the
 HN0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0217.degrees latitude (g = 980.6199 gals.).
 HN0217
 HN0217.The modeled gravity was interpolated from observed gravity values.
 HN0217
 HN0217;                    North         East    Units  Estimated Accuracy
 HN0217;SPC UT S     - 3,063,510.      560,560.      MT  (+/- 180 meters Scaled)
 HN0217
 HN0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG161211(NAD 83)
 HN0217
 HN0217                          SUPERSEDED SURVEY CONTROL
 HN0217
 HN0217  NGVD 29 (??/??/92) 1393.395  (m)         4571.50   (f) ADJ UNCH    1 2
 HN0217
 HN0217.Superseded values are not recommended for survey control.
 HN0217
 HN0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0217.See file dsdata.pdf to determine how the superseded data were derived.
 HN0217
 HN0217_MARKER: DB = BENCH MARK DISK
 HN0217_SETTING: 66 = SET IN ROCK OUTCROP
 HN0217_STAMPING: A 150 1962
 HN0217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0217+STABILITY: POSITION/ELEVATION WELL
 HN0217
 HN0217  HISTORY     - Date     Condition        Report By
 HN0217  HISTORY     - 1962     MONUMENTED       CGS
 HN0217
 HN0217                          STATION DESCRIPTION
 HN0217
 HN0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0217'76.95 MI SW FROM FRY CANYON.
 HN0217'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0217'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0217'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0217'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0217'TRAIL ROAD.  THENCE 19.65 MILES SOUTHWEST ALONG A TRAIL ROAD.  THENCE
 HN0217'2.7 MILES WEST-SOUTHWEST ACROSS COUNTRY TOWARD HOLE-IN-THE-ROCK.
 HN0217'MIDWAY BETWEEN TWO MESAS, AT THE NORTH END OF A SMALL SANDSTONE HILL
 HN0217'WHICH HAS A DARKER FORMATION OF ROCK AT THE TOP, SET IN THE TOP OF A
 HN0217'ROCK OUTCROP, 45 FEET NORTHEAST OF A CEDAR TREE, AND 92.3 FEET
 HN0217'SOUTHWEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0412 ***********************************************************************
 HN0412  DESIGNATION -  A 151
 HN0412  PID         -  HN0412
 HN0412  STATE/COUNTY-  UT/KANE
 HN0412  COUNTRY     -  US
 HN0412  USGS QUAD   -  SMOKY HOLLOW (2017)
 HN0412
 HN0412                         *CURRENT SURVEY CONTROL
 HN0412  ______________________________________________________________________
 HN0412* NAD 83(1986) POSITION- 37 08 08.2    (N) 111 28 12.4    (W)   HD_HELD2
 HN0412* NAVD 88 ORTHO HEIGHT -  1219.996 (meters)     4002.60  (feet) ADJUSTED
 HN0412  ______________________________________________________________________
 HN0412  GEOID HEIGHT    -        -23.173 (meters)                     GEOID18
 HN0412  DYNAMIC HEIGHT  -       1218.636 (meters)     3998.14  (feet) COMP
 HN0412  MODELED GRAVITY -    979,475.0   (mgal)                       NAVD 88
 HN0412
 HN0412  VERT ORDER      -  FIRST     CLASS II
 HN0412
 HN0412.The horizontal coordinates were established by autonomous hand held GPS
 HN0412.observations and have an estimated accuracy of +/- 10 meters.
 HN0412
 HN0412.The orthometric height was determined by differential leveling and
 HN0412.adjusted by the NATIONAL GEODETIC SURVEY
 HN0412.in June 1991.
 HN0412
 HN0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0412.GEOID18 height accuracy estimate available here.
 HN0412
 HN0412.Click photographs - Photos may exist for this station.
 HN0412
 HN0412.The dynamic height is computed by dividing the NAVD 88
 HN0412.geopotential number by the normal gravity value computed on the
 HN0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0412.degrees latitude (g = 980.6199 gals.).
 HN0412
 HN0412.The modeled gravity was interpolated from observed gravity values.
 HN0412
 HN0412;                    North         East    Units  Estimated Accuracy
 HN0412;SPC UT S     - 3,052,046.      502,656.      MT  (+/- 10 meters HH2 GPS)
 HN0412
 HN0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG5824510019(NAD 83)
 HN0412
 HN0412                          SUPERSEDED SURVEY CONTROL
 HN0412
 HN0412  NGVD 29 (??/??/92) 1219.099  (m)         3999.66   (f) ADJ UNCH    1 2
 HN0412
 HN0412.Superseded values are not recommended for survey control.
 HN0412
 HN0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0412.See file dsdata.pdf to determine how the superseded data were derived.
 HN0412
 HN0412_MARKER: DB = BENCH MARK DISK
 HN0412_SETTING: 66 = SET IN ROCK OUTCROP
 HN0412_STAMPING: A 151 1962
 HN0412_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0412+STABILITY: POSITION/ELEVATION WELL
 HN0412
 HN0412  HISTORY     - Date     Condition        Report By
 HN0412  HISTORY     - 1962     MONUMENTED       CGS
 HN0412  HISTORY     - 1979     GOOD             USGS
 HN0412  HISTORY     - 1979     GOOD             USGS
 HN0412
 HN0412                          STATION DESCRIPTION
 HN0412
 HN0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0412'15.5 MI E FROM GLEN CANYON CITY.
 HN0412'ABOUT 15.5 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0412'SERVICE STATION AT GLEN CANYON CITY, 25 FEET NORTHWEST OF THE CENTER
 HN0412'OF A WASH, 16.0 FEET SOUTH OF A METAL WITNESS POST, 15 FEET NORTH OF
 HN0412'THE CENTERLINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, 1.7 FEET EAST
 HN0412'OF A BOULDER MARKED WITH WHITE PAINT, AND SET IN THE TOP OF A ROCK
 HN0412'OUTCROP NEAR THE NORTH EDGE OF A WASH.  ABOUT 1 FOOT ABOVE THE BOTTOM
 HN0412'OF THE WASH.
 HN0412
 HN0412                          STATION RECOVERY (1979)
 HN0412
 HN0412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HN0412'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E. ON GRAIDED
 HN0412'DIRT ROAD FOR 13.7 MI. TO ROAD FORK WITH SIGN ESCALANTE 88 MI. AND
 HN0412'GRAND BENCH 27 MILES. GO RIGHT E ON DIRT ROAD FOR 0.7 MILES TO BM
 HN0412'SITE. 15 FT. N. CENTER OF RD. SET IN THE TOP OF ROCK OUTCROP, 1 FT
 HN0412'ABOVE THE BOTTOM OF THE WASH.
 HN0412
 HN0412                          STATION RECOVERY (1979)
 HN0412
 HN0412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HN0412'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E. ON GRAIDED
 HN0412'DIRT ROAD FOR 13.7 MI. TO ROAD FORK WITH SIGN ESCALANTE 88 MI. AND
 HN0412'GRAND BENCH 27 MILES. GO RIGHT E ON DIRT ROAD FOR 0.7 MILES TO BM
 HN0412'SITE. 15 FT. N. CENTER OF RD. SET IN THE TOP OF ROCK OUTCROP, 1 FT
 HN0412'ABOVE THE BOTTOM OF THE WASH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0273 ***********************************************************************
 HN0273  DESIGNATION -  A 152
 HN0273  PID         -  HN0273
 HN0273  STATE/COUNTY-  UT/KANE
 HN0273  COUNTRY     -  US
 HN0273  USGS QUAD   -  NASJA MESA (2017)
 HN0273
 HN0273                         *CURRENT SURVEY CONTROL
 HN0273  ______________________________________________________________________
 HN0273* NAD 83(1986) POSITION- 37 12 12.     (N) 110 57 05.     (W)   SCALED
 HN0273* NAVD 88 ORTHO HEIGHT -  1344.110 (meters)     4409.80  (feet) ADJUSTED
 HN0273  ______________________________________________________________________
 HN0273  GEOID HEIGHT    -        -22.778 (meters)                     GEOID18
 HN0273  DYNAMIC HEIGHT  -       1342.499 (meters)     4404.52  (feet) COMP
 HN0273  MODELED GRAVITY -    979,387.8   (mgal)                       NAVD 88
 HN0273
 HN0273  VERT ORDER      -  FIRST     CLASS II
 HN0273
 HN0273.The horizontal coordinates were scaled from a map and have
 HN0273.an estimated accuracy of +/- 6 seconds.
 HN0273
 HN0273.The orthometric height was determined by differential leveling and
 HN0273.adjusted by the NATIONAL GEODETIC SURVEY
 HN0273.in June 1991.
 HN0273
 HN0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0273.GEOID18 height accuracy estimate available here.
 HN0273
 HN0273.Click photographs - Photos may exist for this station.
 HN0273
 HN0273.The dynamic height is computed by dividing the NAVD 88
 HN0273.geopotential number by the normal gravity value computed on the
 HN0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0273.degrees latitude (g = 980.6199 gals.).
 HN0273
 HN0273.The modeled gravity was interpolated from observed gravity values.
 HN0273
 HN0273;                    North         East    Units  Estimated Accuracy
 HN0273;SPC UT S     - 3,059,700.      548,700.      MT  (+/- 180 meters Scaled)
 HN0273
 HN0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG043174(NAD 83)
 HN0273
 HN0273                          SUPERSEDED SURVEY CONTROL
 HN0273
 HN0273  NGVD 29 (??/??/92) 1343.045  (m)         4406.31   (f) ADJ UNCH    1 2
 HN0273
 HN0273.Superseded values are not recommended for survey control.
 HN0273
 HN0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0273.See file dsdata.pdf to determine how the superseded data were derived.
 HN0273
 HN0273_MARKER: DB = BENCH MARK DISK
 HN0273_SETTING: 80 = SET IN A BOULDER
 HN0273_STAMPING: A 152 1962
 HN0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0273+STABILITY: SURFACE MOTION
 HN0273
 HN0273  HISTORY     - Date     Condition        Report By
 HN0273  HISTORY     - 1962     MONUMENTED       CGS
 HN0273
 HN0273                          STATION DESCRIPTION
 HN0273
 HN0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0273'8.9 MI SW FROM HOLE-IN-THE-ROCK.
 HN0273'8.9 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK.  0.15
 HN0273'MILE EAST OF THE BASE OF A HIGH ROCK CLIFF, 0.1 MILE SOUTH-SOUTHWEST
 HN0273'OF A LONE TREE IN A SHALLOW RAVINE, SET IN THE TOP OF A BOULDER WHICH
 HN0273'PROJECTS ABOUT 2 1/2 FEET, 18.0 FEET NORTHWEST OF A METAL WITNESS
 HN0273'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0470 ***********************************************************************
 HN0470  DESIGNATION -  A 153
 HN0470  PID         -  HN0470
 HN0470  STATE/COUNTY-  UT/KANE
 HN0470  COUNTRY     -  US
 HN0470  USGS QUAD   -  NAVAJO POINT (2017)
 HN0470
 HN0470                         *CURRENT SURVEY CONTROL
 HN0470  ______________________________________________________________________
 HN0470* NAD 83(1986) POSITION- 37 12 44.     (N) 111 00 48.     (W)   SCALED
 HN0470* NAVD 88 ORTHO HEIGHT -  1925.950 (meters)     6318.72  (feet) ADJUSTED
 HN0470  ______________________________________________________________________
 HN0470  GEOID HEIGHT    -        -22.694 (meters)                     GEOID18
 HN0470  DYNAMIC HEIGHT  -       1923.468 (meters)     6310.58  (feet) COMP
 HN0470  MODELED GRAVITY -    979,274.7   (mgal)                       NAVD 88
 HN0470
 HN0470  VERT ORDER      -  FIRST     CLASS II
 HN0470
 HN0470.The horizontal coordinates were scaled from a map and have
 HN0470.an estimated accuracy of +/- 6 seconds.
 HN0470
 HN0470.The orthometric height was determined by differential leveling and
 HN0470.adjusted by the NATIONAL GEODETIC SURVEY
 HN0470.in June 1991.
 HN0470
 HN0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0470.GEOID18 height accuracy estimate available here.
 HN0470
 HN0470.Click photographs - Photos may exist for this station.
 HN0470
 HN0470.The dynamic height is computed by dividing the NAVD 88
 HN0470.geopotential number by the normal gravity value computed on the
 HN0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0470.degrees latitude (g = 980.6199 gals.).
 HN0470
 HN0470.The modeled gravity was interpolated from observed gravity values.
 HN0470
 HN0470;                    North         East    Units  Estimated Accuracy
 HN0470;SPC UT S     - 3,060,660.      543,200.      MT  (+/- 180 meters Scaled)
 HN0470
 HN0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG988184(NAD 83)
 HN0470
 HN0470                          SUPERSEDED SURVEY CONTROL
 HN0470
 HN0470  NGVD 29 (??/??/92) 1924.810  (m)         6314.98   (f) ADJ UNCH    1 2
 HN0470
 HN0470.Superseded values are not recommended for survey control.
 HN0470
 HN0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0470.See file dsdata.pdf to determine how the superseded data were derived.
 HN0470
 HN0470_MARKER: DB = BENCH MARK DISK
 HN0470_SETTING: 80 = SET IN A BOULDER
 HN0470_STAMPING: A 153 1962
 HN0470_MARK LOGO: CGS
 HN0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0470+STABILITY: SURFACE MOTION
 HN0470
 HN0470  HISTORY     - Date     Condition        Report By
 HN0470  HISTORY     - 1962     MONUMENTED       CGS
 HN0470
 HN0470                          STATION DESCRIPTION
 HN0470
 HN0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0470'12.1 MI W FROM HOLE IN THE ROCK.
 HN0470'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0470'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY DIRT ROAD LEADING TO A
 HN0470'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0470'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0470'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0470'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0470'PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0470'HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0470'CLIFFS.  THENCE 0.35 MILE SOUTH-SOUTHEAST ALONG A COW PATH LEADING TO
 HN0470'NAVAJO POINT, 14 FEET NORTH OF A VERY LARGE BOULDER, 8 FEET EAST OF
 HN0470'THE COW PATH, 4.7 FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE
 HN0470'TOP OF A BOULDER WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0311 ***********************************************************************
 HN0311  DESIGNATION -  A 154
 HN0311  PID         -  HN0311
 HN0311  STATE/COUNTY-  UT/KANE
 HN0311  COUNTRY     -  US
 HN0311  USGS QUAD   -  THE RINCON NE (2017)
 HN0311
 HN0311                         *CURRENT SURVEY CONTROL
 HN0311  ______________________________________________________________________
 HN0311* NAD 83(1986) POSITION- 37 27 55.     (N) 110 45 56.     (W)   SCALED
 HN0311* NAVD 88 ORTHO HEIGHT -  1207.530 (meters)     3961.70  (feet) ADJUSTED
 HN0311  ______________________________________________________________________
 HN0311  GEOID HEIGHT    -        -22.447 (meters)                     GEOID18
 HN0311  DYNAMIC HEIGHT  -       1206.179 (meters)     3957.27  (feet) COMP
 HN0311  MODELED GRAVITY -    979,472.2   (mgal)                       NAVD 88
 HN0311
 HN0311  VERT ORDER      -  FIRST     CLASS II
 HN0311
 HN0311.The horizontal coordinates were scaled from a map and have
 HN0311.an estimated accuracy of +/- 6 seconds.
 HN0311
 HN0311.The orthometric height was determined by differential leveling and
 HN0311.adjusted by the NATIONAL GEODETIC SURVEY
 HN0311.in June 1991.
 HN0311
 HN0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0311.GEOID18 height accuracy estimate available here.
 HN0311
 HN0311.Click photographs - Photos may exist for this station.
 HN0311
 HN0311.The dynamic height is computed by dividing the NAVD 88
 HN0311.geopotential number by the normal gravity value computed on the
 HN0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0311.degrees latitude (g = 980.6199 gals.).
 HN0311
 HN0311.The modeled gravity was interpolated from observed gravity values.
 HN0311
 HN0311;                    North         East    Units  Estimated Accuracy
 HN0311;SPC UT S     - 3,088,890.      564,970.      MT  (+/- 180 meters Scaled)
 HN0311
 HN0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG207465(NAD 83)
 HN0311
 HN0311                          SUPERSEDED SURVEY CONTROL
 HN0311
 HN0311  NGVD 29 (??/??/92) 1206.501  (m)         3958.33   (f) ADJ UNCH    1 2
 HN0311
 HN0311.Superseded values are not recommended for survey control.
 HN0311
 HN0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0311.See file dsdata.pdf to determine how the superseded data were derived.
 HN0311
 HN0311_MARKER: DB = BENCH MARK DISK
 HN0311_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HN0311_SP_SET: UNSP ROCK
 HN0311_STAMPING: A 154 1962
 HN0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0311
 HN0311  HISTORY     - Date     Condition        Report By
 HN0311  HISTORY     - 1962     MONUMENTED       CGS
 HN0311
 HN0311                          STATION DESCRIPTION
 HN0311
 HN0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0311'15.7 MI S FROM HALL DIVIDE.
 HN0311'7.6 MILES SOUTH-SOUTHEAST ALONG HALL CREEK FROM THE TOP OF HALL
 HN0311'DIVIDE.  THENCE 8.1 MILES SOUTH-SOUTHEAST ACROSS COUNTRY TOWARDS THE
 HN0311'COLORADO RIVER, ON THE NORTHWEST EDGE OF A MESA, ABOUT 0.15 MILE
 HN0311'SOUTHEAST OF THE CENTER OF A SOLID ROCK WASH, 9.0 FEET SOUTH-SOUTHWEST
 HN0311'OF A ROCK CAIRN, AND SET IN THE TOP OF A ROCK WHICH PROJECTS ABOUT 6
 HN0311'INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0317 ***********************************************************************
 MS0317  DESIGNATION -  A 155
 MS0317  PID         -  MS0317
 MS0317  STATE/COUNTY-  UT/BOX ELDER
 MS0317  COUNTRY     -  US
 MS0317  USGS QUAD   -  LEMAY (2017)
 MS0317
 MS0317                         *CURRENT SURVEY CONTROL
 MS0317  ______________________________________________________________________
 MS0317* NAD 83(1986) POSITION- 41 17 59.     (N) 113 29 06.     (W)   SCALED
 MS0317* NAVD 88 ORTHO HEIGHT -  1285.692 (meters)     4218.14  (feet) ADJUSTED
 MS0317  ______________________________________________________________________
 MS0317  GEOID HEIGHT    -        -16.963 (meters)                     GEOID18
 MS0317  DYNAMIC HEIGHT  -       1284.788 (meters)     4215.18  (feet) COMP
 MS0317  MODELED GRAVITY -    979,876.2   (mgal)                       NAVD 88
 MS0317
 MS0317  VERT ORDER      -  SECOND    CLASS 0
 MS0317
 MS0317.The horizontal coordinates were scaled from a map and have
 MS0317.an estimated accuracy of +/- 6 seconds.
 MS0317
 MS0317.The orthometric height was determined by differential leveling and
 MS0317.adjusted by the NATIONAL GEODETIC SURVEY
 MS0317.in June 1991.
 MS0317
 MS0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0317.GEOID18 height accuracy estimate available here.
 MS0317
 MS0317.Click photographs - Photos may exist for this station.
 MS0317
 MS0317.The dynamic height is computed by dividing the NAVD 88
 MS0317.geopotential number by the normal gravity value computed on the
 MS0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0317.degrees latitude (g = 980.6199 gals.).
 MS0317
 MS0317.The modeled gravity was interpolated from observed gravity values.
 MS0317
 MS0317;                    North         East    Units  Estimated Accuracy
 MS0317;SPC UT N     - 1,109,220.      333,770.      MT  (+/- 180 meters Scaled)
 MS0317
 MS0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL919750(NAD 83)
 MS0317
 MS0317                          SUPERSEDED SURVEY CONTROL
 MS0317
 MS0317  NGVD 29 (??/??/92) 1284.696  (m)         4214.87   (f) ADJ UNCH    2 0
 MS0317
 MS0317.Superseded values are not recommended for survey control.
 MS0317
 MS0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0317.See file dsdata.pdf to determine how the superseded data were derived.
 MS0317
 MS0317_MARKER: DB = BENCH MARK DISK
 MS0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0317_STAMPING: A 155 1966
 MS0317_MARK LOGO: CGS
 MS0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0317+STABILITY: SURFACE MOTION
 MS0317
 MS0317  HISTORY     - Date     Condition        Report By
 MS0317  HISTORY     - 1966     MONUMENTED       CGS
 MS0317
 MS0317                          STATION DESCRIPTION
 MS0317
 MS0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0317'19.05 MI W FROM HOGUP.
 MS0317'19.05 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STOCK
 MS0317'PENS AT HOGUP, 2 POLES WEST OF THE WEST END OF TRAILER COURT AT LEMAY
 MS0317'SIDING, 2 1/2 FEET WEST OF THE SECOND POLE WEST OF MILE POST 702, 57.6
 MS0317'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 1.8 FEET EAST OF A
 MS0317'WITNESS POST, ABOUT 6 FEET LOWER THAN THE TRACK AND IN THE TOP OF A
 MS0317'CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0411 ***********************************************************************
 MS0411  DESIGNATION -  A 156
 MS0411  PID         -  MS0411
 MS0411  STATE/COUNTY-  UT/BOX ELDER
 MS0411  COUNTRY     -  US
 MS0411  USGS QUAD   -  PIGEON MOUNTAIN (2017)
 MS0411
 MS0411                         *CURRENT SURVEY CONTROL
 MS0411  ______________________________________________________________________
 MS0411* NAD 83(1986) POSITION- 41 19 46.     (N) 113 46 16.     (W)   SCALED
 MS0411* NAVD 88 ORTHO HEIGHT -  1319.598 (meters)     4329.38  (feet) ADJUSTED
 MS0411  ______________________________________________________________________
 MS0411  GEOID HEIGHT    -        -16.884 (meters)                     GEOID18
 MS0411  DYNAMIC HEIGHT  -       1318.675 (meters)     4326.35  (feet) COMP
 MS0411  MODELED GRAVITY -    979,878.0   (mgal)                       NAVD 88
 MS0411
 MS0411  VERT ORDER      -  SECOND    CLASS 0
 MS0411
 MS0411.The horizontal coordinates were scaled from a map and have
 MS0411.an estimated accuracy of +/- 6 seconds.
 MS0411
 MS0411.The orthometric height was determined by differential leveling and
 MS0411.adjusted by the NATIONAL GEODETIC SURVEY
 MS0411.in June 1991.
 MS0411
 MS0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0411.GEOID18 height accuracy estimate available here.
 MS0411
 MS0411.Click photographs - Photos may exist for this station.
 MS0411
 MS0411.The dynamic height is computed by dividing the NAVD 88
 MS0411.geopotential number by the normal gravity value computed on the
 MS0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0411.degrees latitude (g = 980.6199 gals.).
 MS0411
 MS0411.The modeled gravity was interpolated from observed gravity values.
 MS0411
 MS0411;                    North         East    Units  Estimated Accuracy
 MS0411;SPC UT N     - 1,113,100.      309,900.      MT  (+/- 180 meters Scaled)
 MS0411
 MS0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL680790(NAD 83)
 MS0411
 MS0411                          SUPERSEDED SURVEY CONTROL
 MS0411
 MS0411  NGVD 29 (??/??/92) 1318.61   (m)         4326.1    (f) COMPUTED    2 0
 MS0411
 MS0411.Superseded values are not recommended for survey control.
 MS0411
 MS0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0411.See file dsdata.pdf to determine how the superseded data were derived.
 MS0411
 MS0411_MARKER: DB = BENCH MARK DISK
 MS0411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0411_SP_SET: ABUTMENT
 MS0411_STAMPING: A 156 1966
 MS0411_MARK LOGO: CGS
 MS0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0411
 MS0411  HISTORY     - Date     Condition        Report By
 MS0411  HISTORY     - 1966     MONUMENTED       CGS
 MS0411
 MS0411                          STATION DESCRIPTION
 MS0411
 MS0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0411'7.45 MI E FROM LUCIN.
 MS0411'7.45 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE CROSSING
 MS0411'OF STATE HIGHWAY 70 AT LUCIN, IN THE TOP AND 0.8 FOOT NORTH OF THE
 MS0411'SOUTH END OF THE WEST ABUTMENT OF BRIDGE 686.87, 8.6 FEET SOUTH OF THE
 MS0411'SOUTH RAIL AND ABOUT 1 FOOT LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0326 ***********************************************************************
 LO0326  DESIGNATION -  A 159
 LO0326  PID         -  LO0326
 LO0326  STATE/COUNTY-  UT/SUMMIT
 LO0326  COUNTRY     -  US
 LO0326  USGS QUAD   -  SOAPSTONE BASIN (2017)
 LO0326
 LO0326                         *CURRENT SURVEY CONTROL
 LO0326  ______________________________________________________________________
 LO0326* NAD 83(1986) POSITION- 40 35 35.     (N) 111 00 36.     (W)   SCALED
 LO0326* NAVD 88 ORTHO HEIGHT -  2456.029 (meters)     8057.82  (feet) ADJUSTED
 LO0326  ______________________________________________________________________
 LO0326  GEOID HEIGHT    -        -13.639 (meters)                     GEOID18
 LO0326  DYNAMIC HEIGHT  -       2453.474 (meters)     8049.44  (feet) COMP
 LO0326  MODELED GRAVITY -    979,495.5   (mgal)                       NAVD 88
 LO0326
 LO0326  VERT ORDER      -  SECOND    CLASS 0
 LO0326
 LO0326.The horizontal coordinates were scaled from a map and have
 LO0326.an estimated accuracy of +/- 6 seconds.
 LO0326
 LO0326.The orthometric height was determined by differential leveling and
 LO0326.adjusted by the NATIONAL GEODETIC SURVEY
 LO0326.in June 1991.
 LO0326
 LO0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0326.GEOID18 height accuracy estimate available here.
 LO0326
 LO0326.Click photographs - Photos may exist for this station.
 LO0326
 LO0326.The dynamic height is computed by dividing the NAVD 88
 LO0326.geopotential number by the normal gravity value computed on the
 LO0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0326.degrees latitude (g = 980.6199 gals.).
 LO0326
 LO0326.The modeled gravity was interpolated from observed gravity values.
 LO0326
 LO0326;                    North         East    Units  Estimated Accuracy
 LO0326;SPC UT N     - 1,028,960.      541,480.      MT  (+/- 180 meters Scaled)
 LO0326
 LO0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK991935(NAD 83)
 LO0326
 LO0326                          SUPERSEDED SURVEY CONTROL
 LO0326
 LO0326  NGVD 29 (??/??/92) 2454.557  (m)         8052.99   (f) ADJ UNCH    2 0
 LO0326
 LO0326.Superseded values are not recommended for survey control.
 LO0326
 LO0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0326.See file dsdata.pdf to determine how the superseded data were derived.
 LO0326
 LO0326_MARKER: DB = BENCH MARK DISK
 LO0326_SETTING: 66 = SET IN ROCK OUTCROP
 LO0326_STAMPING: A 159 1962
 LO0326_MARK LOGO: CGS
 LO0326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0326+STABILITY: POSITION/ELEVATION WELL
 LO0326
 LO0326  HISTORY     - Date     Condition        Report By
 LO0326  HISTORY     - 1962     MONUMENTED       CGS
 LO0326
 LO0326                          STATION DESCRIPTION
 LO0326
 LO0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0326'17.6 MI E FROM KAMAS.
 LO0326'17.6 MILES EAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0326'HIGHWAY 189 ALTERNATE AT KAMAS, AT THE JUNCTION OF A DIRT ROAD LEADING
 LO0326'TO A CAMP GROUND, IN THE TOP OF AN 8- BY 15-FOOT OUTCROP WHICH
 LO0326'PROJECTS ABOUT 2 1/2 FEET ABOVE THE GROUND, 125 FEET NORTH OF THE
 LO0326'CENTER LINE OF THE HIGHWAY, 50 FEET NORTHWEST OF THE CENTER LINE OF
 LO0326'THE ROAD, 135 FEET NORTHEAST OF THE EAST END OF THE ROCK HEAD WALL OF
 LO0326'A 24-INCH PIPE CULVERT WITH THE WHITE PAINTED LETTERS BM, AND ABOUT
 LO0326'LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0012 ***********************************************************************
 JN0012  DESIGNATION -  A 16
 JN0012  PID         -  JN0012
 JN0012  STATE/COUNTY-  UT/GRAND
 JN0012  COUNTRY     -  US
 JN0012  USGS QUAD   -  GREEN RIVER NE (2017)
 JN0012
 JN0012                         *CURRENT SURVEY CONTROL
 JN0012  ______________________________________________________________________
 JN0012* NAD 83(1994) POSITION- 38 58 06.65498(N) 110 03 15.75396(W)   ADJUSTED
 JN0012* NAVD 88 ORTHO HEIGHT -  1315.165 (meters)     4314.84  (feet) ADJUSTED
 JN0012  ______________________________________________________________________
 JN0012  GEOID HEIGHT    -        -20.265 (meters)                     GEOID18
 JN0012  LAPLACE CORR    -          0.78  (seconds)                    DEFLEC18
 JN0012  DYNAMIC HEIGHT  -       1313.876 (meters)     4310.61  (feet) COMP
 JN0012  MODELED GRAVITY -    979,603.0   (mgal)                       NAVD 88
 JN0012
 JN0012  HORZ ORDER      -  SECOND
 JN0012  VERT ORDER      -  FIRST     CLASS II
 JN0012
 JN0012.The horizontal coordinates were established by classical geodetic methods
 JN0012.and adjusted by the National Geodetic Survey in November 1997.
 JN0012
 JN0012.The orthometric height was determined by differential leveling and
 JN0012.adjusted by the NATIONAL GEODETIC SURVEY
 JN0012.in June 1991.
 JN0012
 JN0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0012.GEOID18 height accuracy estimate available here.
 JN0012
 JN0012.Click photographs - Photos may exist for this station.
 JN0012
 JN0012.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0012
 JN0012.The dynamic height is computed by dividing the NAVD 88
 JN0012.geopotential number by the normal gravity value computed on the
 JN0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0012.degrees latitude (g = 980.6199 gals.).
 JN0012
 JN0012.The modeled gravity was interpolated from observed gravity values.
 JN0012
 JN0012. The following values were computed from the NAD 83(1994) position.
 JN0012
 JN0012;                    North         East     Units Scale Factor Converg.
 JN0012;SPC UT C     - 2,071,531.375   625,280.758   MT  1.00001223   +0 55 33.7
 JN0012;SPC UT C     - 6,796,349.19  2,051,441.95   sFT  1.00001223   +0 55 33.7
 JN0012;UTM  12      - 4,313,707.862   581,920.295   MT  0.99968263   +0 35 41.0
 JN0012
 JN0012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0012!SPC UT C     -   0.99979688  x   1.00001223  =   0.99980910
 JN0012!UTM  12      -   0.99979688  x   0.99968263  =   0.99947957
 JN0012
 JN0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ8192013707(NAD 83)
 JN0012
 JN0012                          SUPERSEDED SURVEY CONTROL
 JN0012
 JN0012  NAD 83(1986)-  38 58 06.64299(N)    110 03 15.74838(W) AD(       ) 2
 JN0012  NAD 27      -  38 58 06.74463(N)    110 03 13.28516(W) AD(       ) 2
 JN0012  NGVD 29 (??/??/92) 1314.168  (m)         4311.57   (f) ADJ UNCH    1 2
 JN0012  NGVD 29            1314.17   (m)         4311.6    (f) LEVELING    3  
 JN0012
 JN0012.Superseded values are not recommended for survey control.
 JN0012
 JN0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0012.See file dsdata.pdf to determine how the superseded data were derived.
 JN0012
 JN0012_MARKER: DB = BENCH MARK DISK
 JN0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0012_STAMPING: 4311.566 A 16 1927
 JN0012_MARK LOGO: CGS
 JN0012_PROJECTION: PROJECTING 2 CENTIMETERS
 JN0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0012+STABILITY: SURFACE MOTION
 JN0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0012+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2019
 JN0012
 JN0012  HISTORY     - Date     Condition        Report By
 JN0012  HISTORY     - 1927     MONUMENTED       CGS
 JN0012  HISTORY     - 1954     GOOD             CGS
 JN0012  HISTORY     - 1966     GOOD             CGS
 JN0012  HISTORY     - 1972     GOOD             USACE
 JN0012  HISTORY     - 1974     GOOD             NGS
 JN0012  HISTORY     - 20091029 GOOD             GEOCAC
 JN0012  HISTORY     - 20190909 GOOD             WOOLPT
 JN0012  HISTORY     - 20190923 GOOD             NGS
 JN0012
 JN0012                          STATION DESCRIPTION
 JN0012
 JN0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 JN0012'TO REACH THE BENCH MARK FROM THE RAILROAD UNDERPASS, CONTINUE
 JN0012'STRAIGHT AHEAD ON U.S. HIGHWAYS 6 AND 50 FOR 2.0 MILES TO A DIM
 JN0012'TRACK ROAD ON THE RIGHT, CONTINUE EAST ON U.S. HIGHWAYS 6 AND 50
 JN0012'FOR 0.1 MILE TO A DIM TRACK ROAD ON THE LEFT, (SIGN FACING EAST
 JN0012'LEES SUNDRIES AND SUPPLIES ABOUT 75 FEET NORTH OF THE HIGHWAY)
 JN0012'TURN LEFT, NORTH, ON THE TRACK ROAD FOR 0.15 MILE TO A FORK,
 JN0012'TURN LEFT, WEST AND FOLLOW MAIN TRACK ROAD (KEEPING ABOUT 125
 JN0012'FEET SOUTH OF THE TRACKS UNTIL THE MAIN ROAD DEFINITELY BEARS
 JN0012'RIGHT TOWARDS THE TRACK) FOR 0.6 MILE TO THE MARK ON THE
 JN0012'LEFT.
 JN0012'
 JN0012'BENCH MARK A 16 IS A STANDARD DISK, STAMPED A 16 1927, SET IN THE
 JN0012'TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 4 INCHES
 JN0012'ABOVE THE GROUND.  IT IS 85 FEET WEST-SOUTHWEST OF A RAILROAD
 JN0012'MOTOR CAR PARKING, 59 FEET SOUTH OF THE CENTER OF THE RAILROAD
 JN0012'TRACK AND 30 FEET SOUTH OF THE CENTER OF THE TRACK ROAD.
 JN0012
 JN0012                          STATION RECOVERY (1954)
 JN0012
 JN0012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 JN0012'6.5 MI E FROM GREEN RIVER.
 JN0012'IN GRAND COUNTY, 6.5 MILES EAST ALONG THE DENVER AND RIO GRANDE
 JN0012'WESTERN RAILROAD FROM GREEN RIVER, EMERY COUNTY, ABOUT 1/2 MILE EAST
 JN0012'OF MILEPOST 549, AND 59 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A
 JN0012'STANDARD DISK, STAMPED 4311.566 A 16 1927 AND SET IN THE TOP OF A
 JN0012'CONCRETE POST.
 JN0012
 JN0012                          STATION RECOVERY (1966)
 JN0012
 JN0012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JN0012'RECOVERED IN GOOD CONDITION.
 JN0012
 JN0012                          STATION RECOVERY (1972)
 JN0012
 JN0012'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1972
 JN0012'THE BENCH MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JN0012
 JN0012                          STATION RECOVERY (1974)
 JN0012
 JN0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JN0012'6.5 MILES EAST OF GREEN RIVER ALONG THE SOUTH SIDE OF THE DENVER AND
 JN0012'RIO GRANDE RAILROAD TRACK. FROM THE INTERSECTION OF BROADWAY AND
 JN0012'THIRD AVENUE IN GREEN RIVER EASTERLY ON U.S. HIGHWAYS 6 AND 50 TO
 JN0012'RAILROAD OVERPASS THENCE EASTERLY ON U.S. HIGHWAYS 6 AND 50 FOR 2.2
 JN0012'MILES TO TRACK SIDE ROAD ON LEFT THENCE LEFT, NORTHERLY, 0.35 MILE TO
 JN0012'FORK AT RAILROAD TRACK THENCE LEFT FORK, WESTERLY, 0.7 MILE ON TRACK
 JN0012'ROAD ALONG SOUTH SIDE OF RAILROAD GRADE TO MARK ON LEFT. A STANDARD
 JN0012'DISK STAMPED A 16 1927 CEMENTED IN THE TOP OF A 10-INCH SQUARE
 JN0012'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND, 0.7 MILE WEST OF
 JN0012'SOLITUDE SECTION HOUSE, APPROXIMATELY 1/2 MILE NORTH OF U.S. HIGHWAYS
 JN0012'6 AND 50, 0.2 MILE WEST OF MILEPOST 549, 19 PACES SOUTH OF SOUTH RAIL
 JN0012'OF RAILROAD AND ABOUT 8 FEET LOWER THAN THE RAILROAD GRADE.
 JN0012'TELLUROMETER TRAVERSE TO TRIANGULATION STATION SALT 1937 2445.506
 JN0012'METERS. (1966).
 JN0012
 JN0012                          STATION RECOVERY (2009)
 JN0012
 JN0012'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JN0012'0.20 MILE NORTH OF THE OLD U.S. HIGHWAYS 6 AND 50 ROADBED. ONE FOOT NW
 JN0012'OF A CARSONITE WP.
 JN0012
 JN0012                          STATION RECOVERY (2019)
 JN0012
 JN0012'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2019 (ZH)
 JN0012'RECOVERED IN GOOD CONDITION.
 JN0012
 JN0012                          STATION RECOVERY (2019)
 JN0012
 JN0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (DW)
 JN0012'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0169 ***********************************************************************
 LO0169  DESIGNATION -  A 160
 LO0169  PID         -  LO0169
 LO0169  STATE/COUNTY-  UT/SUMMIT
 LO0169  COUNTRY     -  US
 LO0169  USGS QUAD   -  MIRROR LAKE (2017)
 LO0169
 LO0169                         *CURRENT SURVEY CONTROL
 LO0169  ______________________________________________________________________
 LO0169* NAD 83(1986) POSITION- 40 40 55.3    (N) 110 55 37.3    (W)   HD_HELD2
 LO0169* NAVD 88 ORTHO HEIGHT -  3093.834 (meters)    10150.35  (feet) ADJUSTED
 LO0169  ______________________________________________________________________
 LO0169  GEOID HEIGHT    -        -12.965 (meters)                     GEOID18
 LO0169  DYNAMIC HEIGHT  -       3090.447 (meters)    10139.24  (feet) COMP
 LO0169  MODELED GRAVITY -    979,415.2   (mgal)                       NAVD 88
 LO0169
 LO0169  VERT ORDER      -  SECOND    CLASS 0
 LO0169
 LO0169.The horizontal coordinates were established by autonomous hand held GPS
 LO0169.observations and have an estimated accuracy of +/- 10 meters.
 LO0169
 LO0169.The orthometric height was determined by differential leveling and
 LO0169.adjusted by the NATIONAL GEODETIC SURVEY
 LO0169.in June 1991.
 LO0169
 LO0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0169.GEOID18 height accuracy estimate available here.
 LO0169
 LO0169.Click photographs - Photos may exist for this station.
 LO0169
 LO0169.The dynamic height is computed by dividing the NAVD 88
 LO0169.geopotential number by the normal gravity value computed on the
 LO0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0169.degrees latitude (g = 980.6199 gals.).
 LO0169
 LO0169.The modeled gravity was interpolated from observed gravity values.
 LO0169
 LO0169;                    North         East    Units  Estimated Accuracy
 LO0169;SPC UT N     - 1,038,882.      548,438.      MT  (+/- 10 meters HH2 GPS)
 LO0169
 LO0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL0616603462(NAD 83)
 LO0169
 LO0169                          SUPERSEDED SURVEY CONTROL
 LO0169
 LO0169  NGVD 29 (??/??/92) 3092.238  (m)        10145.12   (f) ADJ UNCH    2 0
 LO0169
 LO0169.Superseded values are not recommended for survey control.
 LO0169
 LO0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0169.See file dsdata.pdf to determine how the superseded data were derived.
 LO0169
 LO0169_MARKER: DD = SURVEY DISK
 LO0169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0169_SP_SET: CULVERT
 LO0169_STAMPING: A 160
 LO0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0169
 LO0169  HISTORY     - Date     Condition        Report By
 LO0169  HISTORY     - UNK      MONUMENTED       USFWA
 LO0169  HISTORY     - 1962     GOOD             CGS
 LO0169
 LO0169                          STATION DESCRIPTION
 LO0169
 LO0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0169'28.15 MI NE FROM KAMAS.
 LO0169'28.15 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF
 LO0169'U.S. HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP OF THE CENTER OF THE
 LO0169'NORTHEAST HEAD WALL OF AN 18-INCH PIPE CULVERT, 17 FEET NORTHEAST OF
 LO0169'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE
 LO0169'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0193 ***********************************************************************
 LO0193  DESIGNATION -  A 161
 LO0193  PID         -  LO0193
 LO0193  STATE/COUNTY-  UT/SUMMIT
 LO0193  COUNTRY     -  US
 LO0193  USGS QUAD   -  CHRISTMAS MEADOWS (2017)
 LO0193
 LO0193                         *CURRENT SURVEY CONTROL
 LO0193  ______________________________________________________________________
 LO0193* NAD 83(1986) POSITION- 40 50 47.     (N) 110 50 50.     (W)   SCALED
 LO0193* NAVD 88 ORTHO HEIGHT -  2665.110 (meters)     8743.78  (feet) ADJUSTED
 LO0193  ______________________________________________________________________
 LO0193  GEOID HEIGHT    -        -13.016 (meters)                     GEOID18
 LO0193  DYNAMIC HEIGHT  -       2662.340 (meters)     8734.69  (feet) COMP
 LO0193  MODELED GRAVITY -    979,488.0   (mgal)                       NAVD 88
 LO0193
 LO0193  VERT ORDER      -  SECOND    CLASS 0
 LO0193
 LO0193.The horizontal coordinates were scaled from a map and have
 LO0193.an estimated accuracy of +/- 6 seconds.
 LO0193
 LO0193.The orthometric height was determined by differential leveling and
 LO0193.adjusted by the NATIONAL GEODETIC SURVEY
 LO0193.in June 1991.
 LO0193
 LO0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0193.GEOID18 height accuracy estimate available here.
 LO0193
 LO0193.Click photographs - Photos may exist for this station.
 LO0193
 LO0193.The dynamic height is computed by dividing the NAVD 88
 LO0193.geopotential number by the normal gravity value computed on the
 LO0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0193.degrees latitude (g = 980.6199 gals.).
 LO0193
 LO0193.The modeled gravity was interpolated from observed gravity values.
 LO0193
 LO0193;                    North         East    Units  Estimated Accuracy
 LO0193;SPC UT N     - 1,057,180.      555,050.      MT  (+/- 180 meters Scaled)
 LO0193
 LO0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL128217(NAD 83)
 LO0193
 LO0193                          SUPERSEDED SURVEY CONTROL
 LO0193
 LO0193  NGVD 29 (??/??/92) 2663.561  (m)         8738.70   (f) ADJ UNCH    2 0
 LO0193
 LO0193.Superseded values are not recommended for survey control.
 LO0193
 LO0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0193.See file dsdata.pdf to determine how the superseded data were derived.
 LO0193
 LO0193_MARKER: DB = BENCH MARK DISK
 LO0193_SETTING: 66 = SET IN ROCK OUTCROP
 LO0193_STAMPING: A 161 1962
 LO0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0193+STABILITY: POSITION/ELEVATION WELL
 LO0193
 LO0193  HISTORY     - Date     Condition        Report By
 LO0193  HISTORY     - 1962     MONUMENTED       CGS
 LO0193
 LO0193                          STATION DESCRIPTION
 LO0193
 LO0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0193'44.95 MI NE FROM KAMAS.
 LO0193'44.95 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF
 LO0193'U.S. HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP OF A 5-BY 6-FOOT
 LO0193'OUTCROP WHICH PROJECTS ABOUT 3 1/2 FEET ABOVE THE GROUND, 38 FEET WEST
 LO0193'OF THE CENTER LINE OF THE HIGHWAY, 31 FEET SOUTHWEST OF THE CENTER OF
 LO0193'THE WEST END OF A 36-INCH PIPE CULVERT, 5.1 FEET NORTHWEST OF A
 LO0193'WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0349 ***********************************************************************
 LO0349  DESIGNATION -  A 162
 LO0349  PID         -  LO0349
 LO0349  STATE/COUNTY-  UT/SUMMIT
 LO0349  COUNTRY     -  US
 LO0349  USGS QUAD   -  RED HOLE (2017)
 LO0349
 LO0349                         *CURRENT SURVEY CONTROL
 LO0349  ______________________________________________________________________
 LO0349* NAD 83(1986) POSITION- 40 57 43.     (N) 111 06 35.     (W)   SCALED
 LO0349* NAVD 88 ORTHO HEIGHT -  2060.860 (meters)     6761.34  (feet) ADJUSTED
 LO0349  ______________________________________________________________________
 LO0349  GEOID HEIGHT    -        -14.860 (meters)                     GEOID18
 LO0349  DYNAMIC HEIGHT  -       2058.898 (meters)     6754.90  (feet) COMP
 LO0349  MODELED GRAVITY -    979,598.7   (mgal)                       NAVD 88
 LO0349
 LO0349  VERT ORDER      -  SECOND    CLASS 0
 LO0349
 LO0349.The horizontal coordinates were scaled from a map and have
 LO0349.an estimated accuracy of +/- 6 seconds.
 LO0349
 LO0349.The orthometric height was determined by differential leveling and
 LO0349.adjusted by the NATIONAL GEODETIC SURVEY
 LO0349.in June 1991.
 LO0349
 LO0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0349.GEOID18 height accuracy estimate available here.
 LO0349
 LO0349.Click photographs - Photos may exist for this station.
 LO0349
 LO0349.The dynamic height is computed by dividing the NAVD 88
 LO0349.geopotential number by the normal gravity value computed on the
 LO0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0349.degrees latitude (g = 980.6199 gals.).
 LO0349
 LO0349.The modeled gravity was interpolated from observed gravity values.
 LO0349
 LO0349;                    North         East    Units  Estimated Accuracy
 LO0349;SPC UT N     - 1,069,880.      532,850.      MT  (+/- 180 meters Scaled)
 LO0349
 LO0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL907345(NAD 83)
 LO0349
 LO0349                          SUPERSEDED SURVEY CONTROL
 LO0349
 LO0349  NGVD 29 (??/??/92) 2059.467  (m)         6756.77   (f) ADJ UNCH    2 0
 LO0349
 LO0349.Superseded values are not recommended for survey control.
 LO0349
 LO0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0349.See file dsdata.pdf to determine how the superseded data were derived.
 LO0349
 LO0349_MARKER: DB = BENCH MARK DISK
 LO0349_SETTING: 66 = SET IN ROCK OUTCROP
 LO0349_STAMPING: A 162 1962
 LO0349_MARK LOGO: CGS
 LO0349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0349+STABILITY: POSITION/ELEVATION WELL
 LO0349
 LO0349  HISTORY     - Date     Condition        Report By
 LO0349  HISTORY     - 1962     MONUMENTED       CGS
 LO0349  HISTORY     - 20120424 MARK NOT FOUND   GEOCAC
 LO0349
 LO0349                          STATION DESCRIPTION
 LO0349
 LO0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0349'18.75 MI E FROM COALVILLE.
 LO0349'18.75 MILES EAST ALONG STATE HIGHWAY 133 FROM THE COURT HOUSE AT
 LO0349'COALVILLE, 0.45 MILE NORTHEAST OF THE ENTRANCE TO PINE CLIFF INN, AT
 LO0349'THE CROSSING OF A TELEPHONE LINE, SET VERTICALLY IN THE SOUTH FACE AND
 LO0349'AT THE FOOT OF A MASSIVE COMGLOMERATED HIGH CLIFF, 58 FEET NORTH OF
 LO0349'THE CENTER LINE OF THE HIGHWAY, 39 FEET NORTHWEST OF TELEPHONE POLE
 LO0349'1686, 26 FEET NORTHWEST OF THE NORTHWEST ONE OF THREE YELLOW POST
 LO0349'STENCILED GAS LINE, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND 0.8 FOOT
 LO0349'ABOVE THE GROUND.
 LO0349
 LO0349                          STATION RECOVERY (2012)
 LO0349
 LO0349'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 LO0349'THE FACE OF THE CONGLOMERATED CLIFF APPEARS TO HAVE SUFFERED A GREAT
 LO0349'DEAL OF EROSION AND THE MARK HAS EITHER BEEN ERODED AWAY OR BURIED
 LO0349'BEHIND A GREAT DEAL OF DEBRIS AT THE BASE OF THE CLIFF.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0580 ***********************************************************************
 HN0580  DESIGNATION -  A 163
 HN0580  PID         -  HN0580
 HN0580  STATE/COUNTY-  UT/GARFIELD
 HN0580  COUNTRY     -  US
 HN0580  USGS QUAD   -  WIDE HOLLOW RESERVOIR (2017)
 HN0580
 HN0580                         *CURRENT SURVEY CONTROL
 HN0580  ______________________________________________________________________
 HN0580* NAD 83(1986) POSITION- 37 51 58.     (N) 111 39 16.     (W)   SCALED
 HN0580* NAVD 88 ORTHO HEIGHT -  2005.304 (meters)     6579.07  (feet) ADJUSTED
 HN0580  ______________________________________________________________________
 HN0580  GEOID HEIGHT    -        -19.262 (meters)                     GEOID18
 HN0580  DYNAMIC HEIGHT  -       2002.908 (meters)     6571.21  (feet) COMP
 HN0580  MODELED GRAVITY -    979,363.3   (mgal)                       NAVD 88
 HN0580
 HN0580  VERT ORDER      -  SECOND    CLASS 0
 HN0580
 HN0580.The horizontal coordinates were scaled from a map and have
 HN0580.an estimated accuracy of +/- 6 seconds.
 HN0580
 HN0580.The orthometric height was determined by differential leveling and
 HN0580.adjusted by the NATIONAL GEODETIC SURVEY
 HN0580.in June 1991.
 HN0580
 HN0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0580.GEOID18 height accuracy estimate available here.
 HN0580
 HN0580.Click photographs - Photos may exist for this station.
 HN0580
 HN0580.The dynamic height is computed by dividing the NAVD 88
 HN0580.geopotential number by the normal gravity value computed on the
 HN0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0580.degrees latitude (g = 980.6199 gals.).
 HN0580
 HN0580.The modeled gravity was interpolated from observed gravity values.
 HN0580
 HN0580;                    North         East    Units  Estimated Accuracy
 HN0580;SPC UT S     - 3,133,130.      486,410.      MT  (+/- 180 meters Scaled)
 HN0580
 HN0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG424911(NAD 83)
 HN0580
 HN0580                          SUPERSEDED SURVEY CONTROL
 HN0580
 HN0580  NGVD 29 (??/??/92) 2004.027  (m)         6574.88   (f) ADJ UNCH    2 0
 HN0580
 HN0580.Superseded values are not recommended for survey control.
 HN0580
 HN0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0580.See file dsdata.pdf to determine how the superseded data were derived.
 HN0580
 HN0580_MARKER: DB = BENCH MARK DISK
 HN0580_SETTING: 80 = SET IN A BOULDER
 HN0580_STAMPING: A 163 1963
 HN0580_MARK LOGO: CGS
 HN0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0580+STABILITY: SURFACE MOTION
 HN0580
 HN0580  HISTORY     - Date     Condition        Report By
 HN0580  HISTORY     - 1963     MONUMENTED       CGS
 HN0580
 HN0580                          STATION DESCRIPTION
 HN0580
 HN0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0580'8.45 MI N FROM ESCALANTE.
 HN0580'8.45 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 HN0580'ESCALANTE, AT THE WEST END OF A CURVE, 0.45 MILE SOUTH OF SKULL
 HN0580'SPRINGS, SET VERTICALLY IN THE SOUTH FACE OF A 3- BY 4-FOOT BLACK
 HN0580'BOULDER WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE THE GROUND, 75 FEET
 HN0580'NORTH OF THE CENTER LINE OF THE ROAD, 31.1 FEET EAST-NORTHEAST OF A
 HN0580'WITNESS POST, ABOUT 10 FEET HIGHER THAN THE ROAD, AND 1.3 FEET ABOVE
 HN0580'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0621 ***********************************************************************
 HN0621  DESIGNATION -  A 164
 HN0621  PID         -  HN0621
 HN0621  STATE/COUNTY-  UT/GARFIELD
 HN0621  COUNTRY     -  US
 HN0621  USGS QUAD   -  WIDE HOLLOW RESERVOIR (2017)
 HN0621
 HN0621                         *CURRENT SURVEY CONTROL
 HN0621  ______________________________________________________________________
 HN0621* NAD 83(1986) POSITION- 37 45 55.     (N) 111 42 04.     (W)   SCALED
 HN0621* NAVD 88 ORTHO HEIGHT -  1895.714 (meters)     6219.52  (feet) ADJUSTED
 HN0621  ______________________________________________________________________
 HN0621  GEOID HEIGHT    -        -19.801 (meters)                     GEOID18
 HN0621  DYNAMIC HEIGHT  -       1893.467 (meters)     6212.15  (feet) COMP
 HN0621  MODELED GRAVITY -    979,377.3   (mgal)                       NAVD 88
 HN0621
 HN0621  VERT ORDER      -  SECOND    CLASS 0
 HN0621
 HN0621.The horizontal coordinates were scaled from a map and have
 HN0621.an estimated accuracy of +/- 6 seconds.
 HN0621
 HN0621.The orthometric height was determined by differential leveling and
 HN0621.adjusted by the NATIONAL GEODETIC SURVEY
 HN0621.in June 1991.
 HN0621
 HN0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0621.GEOID18 height accuracy estimate available here.
 HN0621
 HN0621.Click photographs - Photos may exist for this station.
 HN0621
 HN0621.The dynamic height is computed by dividing the NAVD 88
 HN0621.geopotential number by the normal gravity value computed on the
 HN0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0621.degrees latitude (g = 980.6199 gals.).
 HN0621
 HN0621.The modeled gravity was interpolated from observed gravity values.
 HN0621
 HN0621;                    North         East    Units  Estimated Accuracy
 HN0621;SPC UT S     - 3,121,950.      482,280.      MT  (+/- 180 meters Scaled)
 HN0621
 HN0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG382800(NAD 83)
 HN0621
 HN0621                          SUPERSEDED SURVEY CONTROL
 HN0621
 HN0621  NGVD 29 (??/??/92) 1894.452  (m)         6215.38   (f) ADJ UNCH    2 0
 HN0621
 HN0621.Superseded values are not recommended for survey control.
 HN0621
 HN0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0621.See file dsdata.pdf to determine how the superseded data were derived.
 HN0621
 HN0621_MARKER: DB = BENCH MARK DISK
 HN0621_SETTING: 80 = SET IN A BOULDER
 HN0621_STAMPING: A 164 1963
 HN0621_MARK LOGO: CGS
 HN0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0621+STABILITY: SURFACE MOTION
 HN0621
 HN0621  HISTORY     - Date     Condition        Report By
 HN0621  HISTORY     - 1963     MONUMENTED       CGS
 HN0621
 HN0621                          STATION DESCRIPTION
 HN0621
 HN0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0621'5.85 MI W FROM ESCALANTE.
 HN0621'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0621'AT ESCALANTE, THENCE 1.0 MILE NORTHWEST ALONG A DIRT ROAD, IN THE TOP
 HN0621'OF A 10- BY 10-FOOT BOULDER WHICH PROJECTS ABOUT 3 FEET ABOVE THE
 HN0621'GROUND, 45 FEET NORTH OF THE CENTER LINE OF THE ROAD, 141 FEET WEST OF
 HN0621'THE CENTER OF THE NORTH END OF AN 18-INCH PIPE CULVERT, 4.5 FEET NORTH
 HN0621'OF A WITNESS POST, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0057 ***********************************************************************
 HO0057  DESIGNATION -  A 165
 HO0057  PID         -  HO0057
 HO0057  STATE/COUNTY-  UT/GARFIELD
 HO0057  COUNTRY     -  US
 HO0057  USGS QUAD   -  CANNONVILLE (2017)
 HO0057
 HO0057                         *CURRENT SURVEY CONTROL
 HO0057  ______________________________________________________________________
 HO0057* NAD 83(1986) POSITION- 37 33 33.60   (N) 112 01 04.08   (W)   HD_HELD1
 HO0057* NAVD 88 ORTHO HEIGHT -  1818.311 (meters)     5965.58  (feet) ADJUSTED
 HO0057  ______________________________________________________________________
 HO0057  GEOID HEIGHT    -        -20.567 (meters)                     GEOID18
 HO0057  DYNAMIC HEIGHT  -       1816.179 (meters)     5958.58  (feet) COMP
 HO0057  MODELED GRAVITY -    979,393.4   (mgal)                       NAVD 88
 HO0057
 HO0057  VERT ORDER      -  SECOND    CLASS 0
 HO0057
 HO0057.The horizontal coordinates were determined by differentially corrected
 HO0057.hand held GPS observations or other comparable positioning techniques
 HO0057.and have an estimated accuracy of +/- 3 meters.
 HO0057
 HO0057.The orthometric height was determined by differential leveling and
 HO0057.adjusted by the NATIONAL GEODETIC SURVEY
 HO0057.in June 1991.
 HO0057
 HO0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0057.GEOID18 height accuracy estimate available here.
 HO0057
 HO0057.Click photographs - Photos may exist for this station.
 HO0057
 HO0057.The dynamic height is computed by dividing the NAVD 88
 HO0057.geopotential number by the normal gravity value computed on the
 HO0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0057.degrees latitude (g = 980.6199 gals.).
 HO0057
 HO0057.The modeled gravity was interpolated from observed gravity values.
 HO0057
 HO0057;                    North         East    Units  Estimated Accuracy
 HO0057;SPC UT S     - 3,099,197.5     454,251.7     MT  (+/- 3 meters HH1 GPS) 
 HO0057
 HO0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG1010657410(NAD 83)
 HO0057
 HO0057                          SUPERSEDED SURVEY CONTROL
 HO0057
 HO0057  NGVD 29 (??/??/92) 1817.065  (m)         5961.49   (f) ADJ UNCH    2 0
 HO0057
 HO0057.Superseded values are not recommended for survey control.
 HO0057
 HO0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0057.See file dsdata.pdf to determine how the superseded data were derived.
 HO0057
 HO0057_MARKER: DB = BENCH MARK DISK
 HO0057_SETTING: 80 = SET IN A BOULDER
 HO0057_STAMPING: A 165 1963
 HO0057_MARK LOGO: CGS
 HO0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0057+STABILITY: SURFACE MOTION
 HO0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0057+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2008
 HO0057
 HO0057  HISTORY     - Date     Condition        Report By
 HO0057  HISTORY     - 1963     MONUMENTED       CGS
 HO0057  HISTORY     - 20080910 GOOD             INDIV
 HO0057
 HO0057                          STATION DESCRIPTION
 HO0057
 HO0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0057'6.75 MI SE FROM TROPIC.
 HO0057'6.75 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT
 HO0057'TROPIC, ON THE INSIDE OF A LONG CURVE, 0.05 MILE WEST OF THE
 HO0057'INTERSECTION OF A DIRT ROAD SOUTHWEST, IN THE TOP OF A 4- BY 4-FOOT
 HO0057'SANDSTONE BOULDER, 76 FEET NORTHWEST OF THE CENTER LINE OF THE
 HO0057'HIGHWAY, 2.0 FEET SOUTHEAST OF A FENCE, 3.5 FEET NORTHWEST OF A
 HO0057'WITNESS POST, AND ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY.
 HO0057
 HO0057                          STATION RECOVERY (2008)
 HO0057
 HO0057'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (RCW)
 HO0057'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0607 ***********************************************************************
 HN0607  DESIGNATION -  A 166
 HN0607  PID         -  HN0607
 HN0607  STATE/COUNTY-  UT/GARFIELD
 HN0607  COUNTRY     -  US
 HN0607  USGS QUAD   -  GRIFFIN POINT (2017)
 HN0607
 HN0607                         *CURRENT SURVEY CONTROL
 HN0607  ______________________________________________________________________
 HN0607* NAD 83(1986) POSITION- 37 50 11.     (N) 111 52 23.     (W)   SCALED
 HN0607* NAVD 88 ORTHO HEIGHT -  2765.682 (meters)     9073.74  (feet) ADJUSTED
 HN0607  ______________________________________________________________________
 HN0607  GEOID HEIGHT    -        -19.140 (meters)                     GEOID18
 HN0607  DYNAMIC HEIGHT  -       2761.996 (meters)     9061.65  (feet) COMP
 HN0607  MODELED GRAVITY -    979,195.7   (mgal)                       NAVD 88
 HN0607
 HN0607  VERT ORDER      -  SECOND    CLASS 0
 HN0607
 HN0607.The horizontal coordinates were scaled from a map and have
 HN0607.an estimated accuracy of +/- 6 seconds.
 HN0607
 HN0607.The orthometric height was determined by differential leveling and
 HN0607.adjusted by the NATIONAL GEODETIC SURVEY
 HN0607.in June 1991.
 HN0607
 HN0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0607.GEOID18 height accuracy estimate available here.
 HN0607
 HN0607.Click photographs - Photos may exist for this station.
 HN0607
 HN0607.The dynamic height is computed by dividing the NAVD 88
 HN0607.geopotential number by the normal gravity value computed on the
 HN0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0607.degrees latitude (g = 980.6199 gals.).
 HN0607
 HN0607.The modeled gravity was interpolated from observed gravity values.
 HN0607
 HN0607;                    North         East    Units  Estimated Accuracy
 HN0607;SPC UT S     - 3,129,890.      467,160.      MT  (+/- 180 meters Scaled)
 HN0607
 HN0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG231880(NAD 83)
 HN0607
 HN0607                          SUPERSEDED SURVEY CONTROL
 HN0607
 HN0607  NGVD 29 (??/??/92) 2764.121  (m)         9068.62   (f) ADJ UNCH    2 0
 HN0607
 HN0607.Superseded values are not recommended for survey control.
 HN0607
 HN0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0607.See file dsdata.pdf to determine how the superseded data were derived.
 HN0607
 HN0607_MARKER: DB = BENCH MARK DISK
 HN0607_SETTING: 80 = SET IN A BOULDER
 HN0607_STAMPING: A 166 1963
 HN0607_MARK LOGO: CGS
 HN0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0607+STABILITY: SURFACE MOTION
 HN0607
 HN0607  HISTORY     - Date     Condition        Report By
 HN0607  HISTORY     - 1963     MONUMENTED       CGS
 HN0607
 HN0607                          STATION DESCRIPTION
 HN0607
 HN0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0607'18.6 MI NW FROM ESCALANTE.
 HN0607'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0607'AT ESCALANTE, THENCE 13.75 MILES NORTHWEST ALONG A DIRT ROAD, AT THE
 HN0607'NORTHEAST SIDE OF A SMALL RAVINE, IN THE TOP OF AN 8 BY 8-FOOT BOULDER
 HN0607'WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND, 36 FEET NORTHWEST OF THE
 HN0607'CENTER LINE OF THE ROAD, ABOUT 20 FEET WEST OF A LARGE PROMINENT WHITE
 HN0607'BOULDER ALONG THE NORTHWEST SIDE OF THE ROAD, 7.0 FEET NORTHWEST OF A
 HN0607'WITNESS POST, AND ABOUT 7 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0214 ***********************************************************************
 JN0214  DESIGNATION -  A 167
 JN0214  PID         -  JN0214
 JN0214  STATE/COUNTY-  UT/GARFIELD
 JN0214  COUNTRY     -  US
 JN0214  USGS QUAD   -  SMOOTH KNOLL (2017)
 JN0214
 JN0214                         *CURRENT SURVEY CONTROL
 JN0214  ______________________________________________________________________
 JN0214* NAD 83(1986) POSITION- 38 08 20.     (N) 111 40 16.     (W)   SCALED
 JN0214* NAVD 88 ORTHO HEIGHT -  2889.747 (meters)     9480.78  (feet) ADJUSTED
 JN0214  ______________________________________________________________________
 JN0214  GEOID HEIGHT    -        -17.782 (meters)                     GEOID18
 JN0214  DYNAMIC HEIGHT  -       2885.937 (meters)     9468.28  (feet) COMP
 JN0214  MODELED GRAVITY -    979,204.4   (mgal)                       NAVD 88
 JN0214
 JN0214  VERT ORDER      -  SECOND    CLASS 0
 JN0214
 JN0214.The horizontal coordinates were scaled from a map and have
 JN0214.an estimated accuracy of +/- 6 seconds.
 JN0214
 JN0214.The orthometric height was determined by differential leveling and
 JN0214.adjusted by the NATIONAL GEODETIC SURVEY
 JN0214.in June 1991.
 JN0214
 JN0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0214.GEOID18 height accuracy estimate available here.
 JN0214
 JN0214.Click photographs - Photos may exist for this station.
 JN0214
 JN0214.The dynamic height is computed by dividing the NAVD 88
 JN0214.geopotential number by the normal gravity value computed on the
 JN0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0214.degrees latitude (g = 980.6199 gals.).
 JN0214
 JN0214.The modeled gravity was interpolated from observed gravity values.
 JN0214
 JN0214;                    North         East    Units  Estimated Accuracy
 JN0214;SPC UT S     - 3,163,410.      485,000.      MT  (+/- 180 meters Scaled)
 JN0214
 JN0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH411214(NAD 83)
 JN0214
 JN0214                          SUPERSEDED SURVEY CONTROL
 JN0214
 JN0214  NGVD 29 (??/??/92) 2888.214  (m)         9475.75   (f) ADJ UNCH    2 0
 JN0214
 JN0214.Superseded values are not recommended for survey control.
 JN0214
 JN0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0214.See file dsdata.pdf to determine how the superseded data were derived.
 JN0214
 JN0214_MARKER: DB = BENCH MARK DISK
 JN0214_SETTING: 80 = SET IN A BOULDER
 JN0214_STAMPING: A 167 1963
 JN0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0214+STABILITY: SURFACE MOTION
 JN0214
 JN0214  HISTORY     - Date     Condition        Report By
 JN0214  HISTORY     - 1963     MONUMENTED       CGS
 JN0214
 JN0214                          STATION DESCRIPTION
 JN0214
 JN0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0214'20.4 MI S FROM LOA.
 JN0214'20.4 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0214'24 AT LOA, IN THE TOP OF A 2- BY 3-FOOT BOULDER WHICH PROJECTS ABOUT
 JN0214'1/2 FOOT ABOVE THE GROUND, 26 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JN0214'ROAD, 71 FEET EAST AND ACROSS THE ROAD FROM ENTERING DIXIE NATIONAL
 JN0214'FOREST SIGN, 24 FEET SOUTH OF THE SOUTH CORNER OF A CATTLEGUARD, 2.8
 JN0214'FEET NORTHWEST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0235 ***********************************************************************
 JN0235  DESIGNATION -  A 168
 JN0235  PID         -  JN0235
 JN0235  STATE/COUNTY-  UT/WAYNE
 JN0235  COUNTRY     -  US
 JN0235  USGS QUAD   -  MORONI PEAK (2017)
 JN0235
 JN0235                         *CURRENT SURVEY CONTROL
 JN0235  ______________________________________________________________________
 JN0235* NAD 83(1986) POSITION- 38 21 19.     (N) 111 37 57.     (W)   SCALED
 JN0235* NAVD 88 ORTHO HEIGHT -  2175.757 (meters)     7138.30  (feet) ADJUSTED
 JN0235  ______________________________________________________________________
 JN0235  GEOID HEIGHT    -        -17.790 (meters)                     GEOID18
 JN0235  DYNAMIC HEIGHT  -       2173.213 (meters)     7129.95  (feet) COMP
 JN0235  MODELED GRAVITY -    979,381.2   (mgal)                       NAVD 88
 JN0235
 JN0235  VERT ORDER      -  SECOND    CLASS 0
 JN0235
 JN0235.The horizontal coordinates were scaled from a map and have
 JN0235.an estimated accuracy of +/- 6 seconds.
 JN0235
 JN0235.The orthometric height was determined by differential leveling and
 JN0235.adjusted by the NATIONAL GEODETIC SURVEY
 JN0235.in June 1991.
 JN0235
 JN0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0235.GEOID18 height accuracy estimate available here.
 JN0235
 JN0235.Click photographs - Photos may exist for this station.
 JN0235
 JN0235.The dynamic height is computed by dividing the NAVD 88
 JN0235.geopotential number by the normal gravity value computed on the
 JN0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0235.degrees latitude (g = 980.6199 gals.).
 JN0235
 JN0235.The modeled gravity was interpolated from observed gravity values.
 JN0235
 JN0235;                    North         East    Units  Estimated Accuracy
 JN0235;SPC UT S     - 3,187,420.      488,420.      MT  (+/- 180 meters Scaled)
 JN0235
 JN0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH447454(NAD 83)
 JN0235
 JN0235                          SUPERSEDED SURVEY CONTROL
 JN0235
 JN0235  NGVD 29 (??/??/92) 2174.438  (m)         7133.97   (f) ADJ UNCH    2 0
 JN0235
 JN0235.Superseded values are not recommended for survey control.
 JN0235
 JN0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0235.See file dsdata.pdf to determine how the superseded data were derived.
 JN0235
 JN0235_MARKER: DB = BENCH MARK DISK
 JN0235_SETTING: 66 = SET IN ROCK OUTCROP
 JN0235_STAMPING: A 168 1963
 JN0235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0235+STABILITY: POSITION/ELEVATION WELL
 JN0235
 JN0235  HISTORY     - Date     Condition        Report By
 JN0235  HISTORY     - 1963     MONUMENTED       CGS
 JN0235
 JN0235                          STATION DESCRIPTION
 JN0235
 JN0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0235'3.15 MI S FROM LOA.
 JN0235'3.15 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0235'24 AT LOA, AT THE CREST OF A SMALL HILL, IN THE TOP OF A 15- BY
 JN0235'20-FOOT OUTCROP WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND, 21 FEET
 JN0235'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 5.0 FEET SOUTH OF A WITNESS
 JN0235'POST, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0492 ***********************************************************************
 HN0492  DESIGNATION -  A 169
 HN0492  PID         -  HN0492
 HN0492  STATE/COUNTY-  UT/KANE
 HN0492  COUNTRY     -  US
 HN0492  USGS QUAD   -  BIG HOLLOW WASH (2017)
 HN0492
 HN0492                         *CURRENT SURVEY CONTROL
 HN0492  ______________________________________________________________________
 HN0492* NAD 83(1986) POSITION- 37 25 39.5    (N) 111 10 15.4    (W)   HD_HELD2
 HN0492* NAVD 88 ORTHO HEIGHT -  1400.765 (meters)     4595.68  (feet) ADJUSTED
 HN0492  ______________________________________________________________________
 HN0492  GEOID HEIGHT    -        -22.126 (meters)                     GEOID18
 HN0492  DYNAMIC HEIGHT  -       1399.181 (meters)     4590.48  (feet) COMP
 HN0492  MODELED GRAVITY -    979,451.8   (mgal)                       NAVD 88
 HN0492
 HN0492  VERT ORDER      -  SECOND    CLASS 0
 HN0492
 HN0492.The horizontal coordinates were established by autonomous hand held GPS
 HN0492.observations and have an estimated accuracy of +/- 10 meters.
 HN0492
 HN0492.The orthometric height was determined by differential leveling and
 HN0492.adjusted by the NATIONAL GEODETIC SURVEY
 HN0492.in June 1991.
 HN0492
 HN0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0492.GEOID18 height accuracy estimate available here.
 HN0492
 HN0492.Click photographs - Photos may exist for this station.
 HN0492
 HN0492.The dynamic height is computed by dividing the NAVD 88
 HN0492.geopotential number by the normal gravity value computed on the
 HN0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0492.degrees latitude (g = 980.6199 gals.).
 HN0492
 HN0492.The modeled gravity was interpolated from observed gravity values.
 HN0492
 HN0492;                    North         East    Units  Estimated Accuracy
 HN0492;SPC UT S     - 3,084,506.      529,124.      MT  (+/- 10 meters HH2 GPS)
 HN0492
 HN0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG8487542327(NAD 83)
 HN0492
 HN0492                          SUPERSEDED SURVEY CONTROL
 HN0492
 HN0492  NGVD 29 (??/??/92) 1399.721  (m)         4592.25   (f) ADJ UNCH    2 0
 HN0492
 HN0492.Superseded values are not recommended for survey control.
 HN0492
 HN0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0492.See file dsdata.pdf to determine how the superseded data were derived.
 HN0492
 HN0492_MARKER: DB = BENCH MARK DISK
 HN0492_SETTING: 66 = SET IN ROCK OUTCROP
 HN0492_STAMPING: A 169 1963
 HN0492_MARK LOGO: CGS
 HN0492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0492+STABILITY: POSITION/ELEVATION WELL
 HN0492
 HN0492  HISTORY     - Date     Condition        Report By
 HN0492  HISTORY     - 1963     MONUMENTED       CGS
 HN0492
 HN0492                          STATION DESCRIPTION
 HN0492
 HN0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0492'34.6 MI SE FROM ESCALANTE.
 HN0492'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0492'AT ESCALANTE, THENCE 29.6 MILES SOUTHEAST ALONG A DIRT ROAD, 0.25 MILE
 HN0492'NORTHWEST OF LISTON SEEP SIGN, ON THE NORTHWEST SLOPE OF A HILL, IN
 HN0492'THE TOP OF A FLAT RED MASSIVE SANDSTONE OUTCROP, 26 1/2 FEET NORTHEAST
 HN0492'OF THE CENTER LINE OF THE ROAD, 1.7 FEET SOUTHWEST OF A WITNESS POST,
 HN0492'AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0089 ***********************************************************************
 KN0089  DESIGNATION -  A 17
 KN0089  PID         -  KN0089
 KN0089  STATE/COUNTY-  UT/CARBON
 KN0089  COUNTRY     -  US
 KN0089  USGS QUAD   -  PRICE (2017)
 KN0089
 KN0089                         *CURRENT SURVEY CONTROL
 KN0089  ______________________________________________________________________
 KN0089* NAD 83(1986) POSITION- 39 35 45.     (N) 110 48 33.     (W)   SCALED
 KN0089* NAVD 88 ORTHO HEIGHT -  1690.699 (meters)     5546.90  (feet) ADJUSTED
 KN0089  ______________________________________________________________________
 KN0089  GEOID HEIGHT    -        -16.815 (meters)                     GEOID18
 KN0089  DYNAMIC HEIGHT  -       1689.068 (meters)     5541.55  (feet) COMP
 KN0089  MODELED GRAVITY -    979,602.3   (mgal)                       NAVD 88
 KN0089
 KN0089  VERT ORDER      -  FIRST     CLASS II
 KN0089
 KN0089.The horizontal coordinates were scaled from a map and have
 KN0089.an estimated accuracy of +/- 6 seconds.
 KN0089
 KN0089.The orthometric height was determined by differential leveling and
 KN0089.adjusted by the NATIONAL GEODETIC SURVEY
 KN0089.in June 1991.
 KN0089
 KN0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0089.GEOID18 height accuracy estimate available here.
 KN0089
 KN0089.Click photographs - Photos may exist for this station.
 KN0089
 KN0089.The dynamic height is computed by dividing the NAVD 88
 KN0089.geopotential number by the normal gravity value computed on the
 KN0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0089.degrees latitude (g = 980.6199 gals.).
 KN0089
 KN0089.The modeled gravity was interpolated from observed gravity values.
 KN0089
 KN0089;                    North         East    Units  Estimated Accuracy
 KN0089;SPC UT C     - 2,140,390.      559,330.      MT  (+/- 180 meters Scaled)
 KN0089
 KN0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ163829(NAD 83)
 KN0089
 KN0089                          SUPERSEDED SURVEY CONTROL
 KN0089
 KN0089  NGVD 29 (??/??/92) 1689.659  (m)         5543.49   (f) ADJ UNCH    1 2
 KN0089
 KN0089.Superseded values are not recommended for survey control.
 KN0089
 KN0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0089.See file dsdata.pdf to determine how the superseded data were derived.
 KN0089
 KN0089_MARKER: DB = BENCH MARK DISK
 KN0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0089_STAMPING: 5543.490 A 17 1927
 KN0089_MARK LOGO: CGS
 KN0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0089+STABILITY: SURFACE MOTION
 KN0089
 KN0089  HISTORY     - Date     Condition        Report By
 KN0089  HISTORY     - 1927     MONUMENTED       CGS
 KN0089  HISTORY     - 1949     GOOD             CGS
 KN0089  HISTORY     - 1969     GOOD             CGS
 KN0089  HISTORY     - 1974     GOOD             NGS
 KN0089
 KN0089                          STATION DESCRIPTION
 KN0089
 KN0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KN0089'IN PRICE.
 KN0089'AT PRICE, CARBON COUNTY, ON THE DENVER AND RIO GRANDE WESTERN
 KN0089'RAILROAD, ABOUT 150 YARDS EAST OF THE STATION, 89 FEET NORTHWEST OF
 KN0089'MILEPOST 619, 85 FEET NORTHEAST OF A STREET CROSSING, 54-1/2 FEET
 KN0089'NORTH OF THE CENTERLINE OF THE TRACK, AND 5 FEET EAST OF A POLE.  A
 KN0089'STANDARD DISK, STAMPED 5543.490 A 17 1927 AND SET IN THE TOP OF A
 KN0089'CONCRETE POST FLUSH WITH THE GROUND.
 KN0089
 KN0089                          STATION RECOVERY (1969)
 KN0089
 KN0089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KN0089'RECOVERED IN GOOD CONDITION.
 KN0089
 KN0089                          STATION RECOVERY (1974)
 KN0089
 KN0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KN0089'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0007 ***********************************************************************
 MS0007  DESIGNATION -  A 170
 MS0007  PID         -  MS0007
 MS0007  STATE/COUNTY-  UT/CACHE
 MS0007  COUNTRY     -  US
 MS0007  USGS QUAD   -  CUTLER DAM (2017)
 MS0007
 MS0007                         *CURRENT SURVEY CONTROL
 MS0007  ______________________________________________________________________
 MS0007* NAD 83(1986) POSITION- 41 50 42.     (N) 112 02 07.     (W)   SCALED
 MS0007* NAVD 88 ORTHO HEIGHT -  1370.224 (meters)     4495.48  (feet) ADJUSTED
 MS0007  ______________________________________________________________________
 MS0007  GEOID HEIGHT    -        -15.247 (meters)                     GEOID18
 MS0007  DYNAMIC HEIGHT  -       1369.296 (meters)     4492.43  (feet) COMP
 MS0007  MODELED GRAVITY -    979,897.2   (mgal)                       NAVD 88
 MS0007  OBS GRAVITY     -    979,897.6   (mgal)                       GRAV_OBS
 MS0007
 MS0007  VERT ORDER      -  FIRST     CLASS I
 MS0007
 MS0007.The horizontal coordinates were scaled from a map and have
 MS0007.an estimated accuracy of +/- 6 seconds.
 MS0007
 MS0007.The orthometric height was determined by differential leveling and
 MS0007.adjusted by the NATIONAL GEODETIC SURVEY
 MS0007.in June 1991.
 MS0007
 MS0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0007.GEOID18 height accuracy estimate available here.
 MS0007
 MS0007.Click photographs - Photos may exist for this station.
 MS0007
 MS0007.The dynamic height is computed by dividing the NAVD 88
 MS0007.geopotential number by the normal gravity value computed on the
 MS0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0007.degrees latitude (g = 980.6199 gals.).
 MS0007
 MS0007.The modeled gravity was interpolated from observed gravity values.
 MS0007
 MS0007.The observed gravity was obtained from relative gravimeter ties
 MS0007.to the IGSN71 gravity network.
 MS0007
 MS0007;                    North         East    Units  Estimated Accuracy
 MS0007;SPC UT N     - 1,168,010.      455,540.      MT  (+/- 180 meters Scaled)
 MS0007
 MS0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM140330(NAD 83)
 MS0007
 MS0007                          SUPERSEDED SURVEY CONTROL
 MS0007
 MS0007  NGVD 29 (??/??/92) 1369.221  (m)         4492.19   (f) ADJ UNCH    1 1
 MS0007
 MS0007.Superseded values are not recommended for survey control.
 MS0007
 MS0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0007.See file dsdata.pdf to determine how the superseded data were derived.
 MS0007
 MS0007_MARKER: DB = BENCH MARK DISK
 MS0007_SETTING: 66 = SET IN ROCK OUTCROP
 MS0007_STAMPING: A 170 1967
 MS0007_MARK LOGO: CGS
 MS0007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0007+STABILITY: POSITION/ELEVATION WELL
 MS0007
 MS0007  HISTORY     - Date     Condition        Report By
 MS0007  HISTORY     - 1967     MONUMENTED       CGS
 MS0007
 MS0007                          STATION DESCRIPTION
 MS0007
 MS0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0007'2.55 MI NW FROM CACHE JUNCTION.
 MS0007'2.55 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MS0007'AT CACHE JUNCTION, 1 1/2 POLES NORTHEAST OF MILEPOLE 46.25, IN THE TOP
 MS0007'OF A LARGE OUTCROP WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE THE GROUND,
 MS0007'11.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 34.7 FEET SOUTHWEST OF THE
 MS0007'SOUTHWEST SIDE OF SEPAPHORE 463, 1.7 FEET SOUTHEAST OF THE NORTHWEST
 MS0007'END OF THE OUTCROP, AND ABOUT LEVEL WITH THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0094 ***********************************************************************
 MS0094  DESIGNATION -  A 171
 MS0094  PID         -  MS0094
 MS0094  STATE/COUNTY-  UT/BOX ELDER
 MS0094  COUNTRY     -  US
 MS0094  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0094
 MS0094                         *CURRENT SURVEY CONTROL
 MS0094  ______________________________________________________________________
 MS0094* NAD 83(1986) POSITION- 41 35 49.6    (N) 112 02 43.7    (W)   HD_HELD2
 MS0094* NAVD 88 ORTHO HEIGHT -  1306.358 (meters)     4285.94  (feet) ADJUSTED
 MS0094  ______________________________________________________________________
 MS0094  GEOID HEIGHT    -        -15.863 (meters)                     GEOID18
 MS0094  DYNAMIC HEIGHT  -       1305.436 (meters)     4282.92  (feet) COMP
 MS0094  MODELED GRAVITY -    979,872.4   (mgal)                       NAVD 88
 MS0094
 MS0094  VERT ORDER      -  FIRST     CLASS I
 MS0094
 MS0094.The horizontal coordinates were established by autonomous hand held GPS
 MS0094.observations and have an estimated accuracy of +/- 10 meters.
 MS0094
 MS0094.The orthometric height was determined by differential leveling and
 MS0094.adjusted by the NATIONAL GEODETIC SURVEY
 MS0094.in June 1991.
 MS0094
 MS0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0094.GEOID18 height accuracy estimate available here.
 MS0094
 MS0094.Click photographs - Photos may exist for this station.
 MS0094
 MS0094.The dynamic height is computed by dividing the NAVD 88
 MS0094.geopotential number by the normal gravity value computed on the
 MS0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0094.degrees latitude (g = 980.6199 gals.).
 MS0094
 MS0094.The modeled gravity was interpolated from observed gravity values.
 MS0094
 MS0094;                    North         East    Units  Estimated Accuracy
 MS0094;SPC UT N     - 1,140,488.      454,525.      MT  (+/- 10 meters HH2 GPS)
 MS0094
 MS0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM1287105573(NAD 83)
 MS0094
 MS0094                          SUPERSEDED SURVEY CONTROL
 MS0094
 MS0094  NGVD 29 (??/??/92) 1305.358  (m)         4282.66   (f) ADJ UNCH    1 1
 MS0094
 MS0094.Superseded values are not recommended for survey control.
 MS0094
 MS0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0094.See file dsdata.pdf to determine how the superseded data were derived.
 MS0094
 MS0094_MARKER: DB = BENCH MARK DISK
 MS0094_SETTING: 66 = SET IN ROCK OUTCROP
 MS0094_STAMPING: A 171 1967
 MS0094_MARK LOGO: CGS
 MS0094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0094+STABILITY: POSITION/ELEVATION WELL
 MS0094
 MS0094  HISTORY     - Date     Condition        Report By
 MS0094  HISTORY     - 1967     MONUMENTED       CGS
 MS0094
 MS0094                          STATION DESCRIPTION
 MS0094
 MS0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0094'3.25 MI SE FROM HONEYVILLE.
 MS0094'3.25 MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM THE LATTER-DAY SAINTS
 MS0094'CHURCH AT HONEYVILLE, 250 FEET NORTH AND ACROSS THE HIGHWAY FROM THE
 MS0094'NORTHWEST END OF A RESERVOIR, ABOUT 65 FEET SOUTHEAST OF A SMALL GROUP
 MS0094'OF TREES, IN THE TOP OF THE SOUTH END OF A LARGE CONGLOMERATED OUTCROP
 MS0094'WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND, 197 FEET NORTHEAST OF
 MS0094'THE CENTER LINE OF THE HIGHWAY, 37 FEET NORTHWEST OF THE SOUTHWEST END
 MS0094'OF A GATE, 14.3 FEET SOUTHWEST OF A FENCE, 162.2 FEET NORTHEAST OF A
 MS0094'FENCE, 162.2 FEET NORTHEAST OF A WITNESS POST, AND ABOUT 20 FEET
 MS0094'HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0179 ***********************************************************************
 MS0179  DESIGNATION -  A 172
 MS0179  PID         -  MS0179
 MS0179  STATE/COUNTY-  UT/BOX ELDER
 MS0179  COUNTRY     -  US
 MS0179  USGS QUAD   -  PLAIN CITY (2017)
 MS0179
 MS0179                         *CURRENT SURVEY CONTROL
 MS0179  ______________________________________________________________________
 MS0179* NAD 83(1986) POSITION- 41 21 12.5    (N) 112 02 09.2    (W)   HD_HELD2
 MS0179* NAVD 88 ORTHO HEIGHT -  1312.995 (meters)     4307.72  (feet) ADJUSTED
 MS0179  ______________________________________________________________________
 MS0179  GEOID HEIGHT    -        -16.472 (meters)                     GEOID18
 MS0179  DYNAMIC HEIGHT  -       1312.037 (meters)     4304.57  (feet) COMP
 MS0179  MODELED GRAVITY -    979,848.7   (mgal)                       NAVD 88
 MS0179
 MS0179  VERT ORDER      -  FIRST     CLASS I
 MS0179
 MS0179.The horizontal coordinates were established by autonomous hand held GPS
 MS0179.observations and have an estimated accuracy of +/- 10 meters.
 MS0179
 MS0179.The orthometric height was determined by differential leveling and
 MS0179.adjusted by the NATIONAL GEODETIC SURVEY
 MS0179.in June 1991.
 MS0179
 MS0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0179.GEOID18 height accuracy estimate available here.
 MS0179
 MS0179.Click photographs - Photos may exist for this station.
 MS0179
 MS0179.The dynamic height is computed by dividing the NAVD 88
 MS0179.geopotential number by the normal gravity value computed on the
 MS0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0179.degrees latitude (g = 980.6199 gals.).
 MS0179
 MS0179.The modeled gravity was interpolated from observed gravity values.
 MS0179
 MS0179;                    North         East    Units  Estimated Accuracy
 MS0179;SPC UT N     - 1,113,425.      455,157.      MT  (+/- 10 meters HH2 GPS)
 MS0179
 MS0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1334678514(NAD 83)
 MS0179
 MS0179                          SUPERSEDED SURVEY CONTROL
 MS0179
 MS0179  NGVD 29 (??/??/92) 1312.009  (m)         4304.48   (f) ADJ UNCH    1 1
 MS0179
 MS0179.Superseded values are not recommended for survey control.
 MS0179
 MS0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0179.See file dsdata.pdf to determine how the superseded data were derived.
 MS0179
 MS0179_MARKER: DB = BENCH MARK DISK
 MS0179_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MS0179_SP_SET: CATCH BASIN
 MS0179_STAMPING: A 172 1967
 MS0179_MARK LOGO: CGS
 MS0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0179
 MS0179  HISTORY     - Date     Condition        Report By
 MS0179  HISTORY     - 1967     MONUMENTED       CGS
 MS0179
 MS0179                          STATION DESCRIPTION
 MS0179
 MS0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0179'3.95 MI S FROM WILLARD.
 MS0179'3.95 MILES SOUTH ALONG U.S. HIGHWAYS 89, 91 AND 30S FROM THE POST
 MS0179'OFFICE AT WILLARD, AT THE JUNCTION OF STATE HIGHWAY 84 AND WHERE THE
 MS0179'NORTH AND SOUTH BOUND LANES DIVIDE, 20 FEET WEST OF THE CENTER LINE OF
 MS0179'STATE HIGHWAY 84, 29 FEET EAST OF THE CENTER LINE OF THE WEST LANES OF
 MS0179'HIGHWAY, 45 FEET WEST OF AND ACROSS STATE HIGHWAY 84 FROM THE CENTER
 MS0179'LINE OF THE EAST HIGHWAY LANES, IN THE TOP OF THE NORTHWEST CORNER OF
 MS0179'A CONCRETE CATCH BASIN WITH A STEEL GRATE, 88 FEET SOUTH OF A LARGE
 MS0179'IRON PIPE POLE SUPPORTING A LARGE HIGHWAY SIGN, 16 FEET NORTH OF A
 MS0179'POWER LINE POLE SUPPORTING A LIGHT, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0531 ***********************************************************************
 LO0531  DESIGNATION -  A 173
 LO0531  PID         -  LO0531
 LO0531  STATE/COUNTY-  UT/DAVIS
 LO0531  COUNTRY     -  US
 LO0531  USGS QUAD   -  FARMINGTON (2017)
 LO0531
 LO0531                         *CURRENT SURVEY CONTROL
 LO0531  ______________________________________________________________________
 LO0531* NAD 83(1986) POSITION- 40 54 48.     (N) 111 53 32.     (W)   SCALED
 LO0531* NAVD 88 ORTHO HEIGHT -  1295.740 (meters)     4251.11  (feet) ADJUSTED
 LO0531  ______________________________________________________________________
 LO0531  GEOID HEIGHT    -        -16.631 (meters)                     GEOID18
 LO0531  DYNAMIC HEIGHT  -       1294.750 (meters)     4247.86  (feet) COMP
 LO0531  MODELED GRAVITY -    979,815.8   (mgal)                       NAVD 88
 LO0531  OBS GRAVITY     -    979,810.2   (mgal)                       GRAV_OBS
 LO0531
 LO0531  VERT ORDER      -  FIRST     CLASS I
 LO0531
 LO0531.The horizontal coordinates were scaled from a map and have
 LO0531.an estimated accuracy of +/- 6 seconds.
 LO0531
 LO0531.The orthometric height was determined by differential leveling and
 LO0531.adjusted by the NATIONAL GEODETIC SURVEY
 LO0531.in June 1991.
 LO0531
 LO0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0531.GEOID18 height accuracy estimate available here.
 LO0531
 LO0531.Click photographs - Photos may exist for this station.
 LO0531
 LO0531.The dynamic height is computed by dividing the NAVD 88
 LO0531.geopotential number by the normal gravity value computed on the
 LO0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0531.degrees latitude (g = 980.6199 gals.).
 LO0531
 LO0531.The modeled gravity was interpolated from observed gravity values.
 LO0531
 LO0531.The observed gravity was obtained from relative gravimeter ties
 LO0531.to the IGSN71 gravity network.
 LO0531
 LO0531;                    North         East    Units  Estimated Accuracy
 LO0531;SPC UT N     - 1,064,480.      466,960.      MT  (+/- 180 meters Scaled)
 LO0531
 LO0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL248295(NAD 83)
 LO0531
 LO0531                          SUPERSEDED SURVEY CONTROL
 LO0531
 LO0531  NGVD 29 (??/??/92) 1294.799  (m)         4248.02   (f) ADJ UNCH    1 1
 LO0531
 LO0531.Superseded values are not recommended for survey control.
 LO0531
 LO0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0531.See file dsdata.pdf to determine how the superseded data were derived.
 LO0531
 LO0531_MARKER: DB = BENCH MARK DISK
 LO0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0531_STAMPING: A 173 1967
 LO0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0531+STABILITY: SURFACE MOTION
 LO0531
 LO0531  HISTORY     - Date     Condition        Report By
 LO0531  HISTORY     - 1967     MONUMENTED       CGS
 LO0531
 LO0531                          STATION DESCRIPTION
 LO0531
 LO0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0531'2.1 MI N FROM WOODS CROSS.
 LO0531'2.1 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LO0531'WOODS CROSS, AT THE CROSSING OF 3600 SOUTH STREET, 31.9 FEET EAST OF
 LO0531'THE EAST RAIL OF THE EAST TRACK, 36 FEET NORTH OF THE CENTER LINE OF
 LO0531'THE STREET, 21 1/2 FEET SOUTHEAST OF MILEPOLE 26, 71.7 FEET
 LO0531'NORTH-NORTHEAST AND ACROSS THE STREET FROM BENCH MARK CENTERVILLE
 LO0531'(USE), 2 FEET WEST OF A FENCE CORNER, 1.2 FEET EAST OF A WITNESS POST,
 LO0531'ABOUT 1/2 FOOT HIGHER THAN THE TRACK, A DISK ON THE TOP OF A 5/8-INCH
 LO0531'COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 24 FEET. THE
 LO0531'UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.3
 LO0531'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0234 ***********************************************************************
 LP0234  DESIGNATION -  A 174
 LP0234  PID         -  LP0234
 LP0234  STATE/COUNTY-  UT/TOOELE
 LP0234  COUNTRY     -  US
 LP0234  USGS QUAD   -  FARNSWORTH PEAK (2017)
 LP0234
 LP0234                         *CURRENT SURVEY CONTROL
 LP0234  ______________________________________________________________________
 LP0234* NAD 83(1986) POSITION- 40 42 50.     (N) 112 14 26.     (W)   SCALED
 LP0234* NAVD 88 ORTHO HEIGHT -  1295.836 (meters)     4251.42  (feet) ADJUSTED
 LP0234  ______________________________________________________________________
 LP0234  GEOID HEIGHT    -        -17.308 (meters)                     GEOID18
 LP0234  DYNAMIC HEIGHT  -       1294.842 (meters)     4248.16  (feet) COMP
 LP0234  MODELED GRAVITY -    979,813.0   (mgal)                       NAVD 88
 LP0234
 LP0234  VERT ORDER      -  FIRST     CLASS I
 LP0234
 LP0234.The horizontal coordinates were scaled from a map and have
 LP0234.an estimated accuracy of +/- 6 seconds.
 LP0234
 LP0234.The orthometric height was determined by differential leveling and
 LP0234.adjusted by the NATIONAL GEODETIC SURVEY
 LP0234.in June 1991.
 LP0234
 LP0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0234.GEOID18 height accuracy estimate available here.
 LP0234
 LP0234.Click photographs - Photos may exist for this station.
 LP0234
 LP0234.The dynamic height is computed by dividing the NAVD 88
 LP0234.geopotential number by the normal gravity value computed on the
 LP0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0234.degrees latitude (g = 980.6199 gals.).
 LP0234
 LP0234.The modeled gravity was interpolated from observed gravity values.
 LP0234
 LP0234;                    North         East    Units  Estimated Accuracy
 LP0234;SPC UT C     - 2,264,560.      437,420.      MT  (+/- 180 meters Scaled)
 LP0234
 LP0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL952077(NAD 83)
 LP0234
 LP0234                          SUPERSEDED SURVEY CONTROL
 LP0234
 LP0234  NGVD 29 (??/??/92) 1294.83   (m)         4248.1    (f) COMPUTED    1 1
 LP0234
 LP0234.Superseded values are not recommended for survey control.
 LP0234
 LP0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0234.See file dsdata.pdf to determine how the superseded data were derived.
 LP0234
 LP0234_MARKER: DB = BENCH MARK DISK
 LP0234_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0234_SP_SET: CULVERT HEADWALL
 LP0234_STAMPING: A 174 1970
 LP0234_MARK LOGO: CGS
 LP0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0234+STABILITY: SURFACE MOTION
 LP0234
 LP0234  HISTORY     - Date     Condition        Report By
 LP0234  HISTORY     - 1970     MONUMENTED       NGS
 LP0234
 LP0234                          STATION DESCRIPTION
 LP0234
 LP0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0234'8.0 MI W FROM MAGNA.
 LP0234'0.5 MILE NORTH ALONG 9180 WEST STREET FROM WEBSTER SCHOOL AT MAGNA,
 LP0234'THENCE 5.4 MILES WEST ALONG U.S. HIGHWAYS 40 AND 50 ALTERNATE, THENCE
 LP0234'2.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD, 2 POLES NORTHEAST OF
 LP0234'MILE POST 764, NEAR SOUTHWEST END OF LAKE POINT SIDING, IN THE TOP AND
 LP0234'0.5 FOOT SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST HEAD WALL OF
 LP0234'CONCRETE BOX CULVERT 764.06, 8.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 LP0234'OF THE SOUTHEAST TRACK AND ABOUT 1 FOOT LOWER THAN THE TRACK. SECTION
 LP0234'24, T 4 W, R 1 S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0637 ***********************************************************************
 LO0637  DESIGNATION -  A 175
 LO0637  PID         -  LO0637
 LO0637  STATE/COUNTY-  UT/SALT LAKE
 LO0637  COUNTRY     -  US
 LO0637  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0637
 LO0637                         *CURRENT SURVEY CONTROL
 LO0637  ______________________________________________________________________
 LO0637* NAD 83(1986) POSITION- 40 45 54.     (N) 111 54 09.     (W)   SCALED
 LO0637* NAVD 88 ORTHO HEIGHT -  1294.795 (meters)     4248.01  (feet) ADJUSTED
 LO0637  ______________________________________________________________________
 LO0637  GEOID HEIGHT    -        -16.872 (meters)                     GEOID18
 LO0637  DYNAMIC HEIGHT  -       1293.764 (meters)     4244.62  (feet) COMP
 LO0637  MODELED GRAVITY -    979,784.8   (mgal)                       NAVD 88
 LO0637
 LO0637  VERT ORDER      -  FIRST     CLASS I
 LO0637
 LO0637.The horizontal coordinates were scaled from a map and have
 LO0637.an estimated accuracy of +/- 6 seconds.
 LO0637
 LO0637.The orthometric height was determined by differential leveling and
 LO0637.adjusted by the NATIONAL GEODETIC SURVEY
 LO0637.in June 1991.
 LO0637
 LO0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0637.GEOID18 height accuracy estimate available here.
 LO0637
 LO0637.Click photographs - Photos may exist for this station.
 LO0637
 LO0637.The dynamic height is computed by dividing the NAVD 88
 LO0637.geopotential number by the normal gravity value computed on the
 LO0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0637.degrees latitude (g = 980.6199 gals.).
 LO0637
 LO0637.The modeled gravity was interpolated from observed gravity values.
 LO0637
 LO0637;                    North         East    Units  Estimated Accuracy
 LO0637;SPC UT C     - 2,270,050.      466,020.      MT  (+/- 180 meters Scaled)
 LO0637
 LO0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL238130(NAD 83)
 LO0637
 LO0637                          SUPERSEDED SURVEY CONTROL
 LO0637
 LO0637  NGVD 29 (??/??/92) 1293.85   (m)         4244.9    (f) COMPUTED    1 1
 LO0637
 LO0637.Superseded values are not recommended for survey control.
 LO0637
 LO0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0637.See file dsdata.pdf to determine how the superseded data were derived.
 LO0637
 LO0637_MARKER: DB = BENCH MARK DISK
 LO0637_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LO0637_SP_SET: CATCH BASIN
 LO0637_STAMPING: A 175 1970
 LO0637_MARK LOGO: CGS
 LO0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0637
 LO0637  HISTORY     - Date     Condition        Report By
 LO0637  HISTORY     - 1970     MONUMENTED       NGS
 LO0637  HISTORY     - 19970914 MARK NOT FOUND   NGS
 LO0637
 LO0637                          STATION DESCRIPTION
 LO0637
 LO0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LO0637'IN SALT LAKE CITY.
 LO0637'AT THE NORTHWEST CORNER OF THE INTERSECTION OF THIRD WEST STREET AND
 LO0637'SECOND SOUTH STREET, IN THE TOP OF THE CONCRETE FOUNDATION FOR A STEEL
 LO0637'CLEAN-OUT PLATE FOR A CATCH BASIN, 33.6 FEET WEST OF THE WEST CURB OF
 LO0637'THIRD WEST STREET, 0.4 FOOT NORTH OF THE NORTH CURB OF SECOND SOUTH
 LO0637'STREET, 0.5 FOOT SOUTHEAST OF THE SOUTHEAST CORNER OF THE STEEL PLATE,
 LO0637'0.6 FOOT NORTH OF THE NORTHEAST CORNER OF THE CATCH BASIN AND 1/2 FOOT
 LO0637'HIGHER THAN THE STREETS.  SECTION 1, T 1 W, R 1 S.
 LO0637
 LO0637                          STATION RECOVERY (1997)
 LO0637
 LO0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 LO0637'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  THE CATCH BASIN
 LO0637'HAS BEEN REPLACED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0273 ***********************************************************************
 LP0273  DESIGNATION -  A 176
 LP0273  PID         -  LP0273
 LP0273  STATE/COUNTY-  UT/TOOELE
 LP0273  COUNTRY     -  US
 LP0273  USGS QUAD   -  SAINT JOHN (2017)
 LP0273
 LP0273                         *CURRENT SURVEY CONTROL
 LP0273  ______________________________________________________________________
 LP0273* NAD 83(1986) POSITION- 40 15 53.95   (N) 112 23 43.45   (W)   HD_HELD1
 LP0273* NAVD 88 ORTHO HEIGHT -  1543.312 (meters)     5063.35  (feet) ADJUSTED
 LP0273  ______________________________________________________________________
 LP0273  GEOID HEIGHT    -        -17.783 (meters)                     GEOID18
 LP0273  DYNAMIC HEIGHT  -       1541.953 (meters)     5058.89  (feet) COMP
 LP0273  MODELED GRAVITY -    979,690.7   (mgal)                       NAVD 88
 LP0273
 LP0273  VERT ORDER      -  FIRST     CLASS I
 LP0273
 LP0273.The horizontal coordinates were determined by differentially corrected
 LP0273.hand held GPS observations or other comparable positioning techniques
 LP0273.and have an estimated accuracy of +/- 3 meters.
 LP0273
 LP0273.The orthometric height was determined by differential leveling and
 LP0273.adjusted by the NATIONAL GEODETIC SURVEY
 LP0273.in June 1991.
 LP0273
 LP0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0273.GEOID18 height accuracy estimate available here.
 LP0273
 LP0273.Click photographs - Photos may exist for this station.
 LP0273
 LP0273.The dynamic height is computed by dividing the NAVD 88
 LP0273.geopotential number by the normal gravity value computed on the
 LP0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0273.degrees latitude (g = 980.6199 gals.).
 LP0273
 LP0273.The modeled gravity was interpolated from observed gravity values.
 LP0273
 LP0273;                    North         East    Units  Estimated Accuracy
 LP0273;SPC UT C     - 2,214,833.3     423,841.3     MT  (+/- 3 meters HH1 GPS) 
 LP0273
 LP0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK8134858102(NAD 83)
 LP0273
 LP0273                          SUPERSEDED SURVEY CONTROL
 LP0273
 LP0273  NGVD 29 (??/??/92) 1542.16   (m)         5059.6    (f) COMPUTED    1 1
 LP0273
 LP0273.Superseded values are not recommended for survey control.
 LP0273
 LP0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0273.See file dsdata.pdf to determine how the superseded data were derived.
 LP0273
 LP0273_MARKER: DB = BENCH MARK DISK
 LP0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0273_STAMPING: A 176 1970
 LP0273_MARK LOGO: CGS
 LP0273_PROJECTION: PROJECTING 9 CENTIMETERS
 LP0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0273+STABILITY: SURFACE MOTION
 LP0273
 LP0273  HISTORY     - Date     Condition        Report By
 LP0273  HISTORY     - 1970     MONUMENTED       NGS
 LP0273
 LP0273                          STATION DESCRIPTION
 LP0273
 LP0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0273'13.55 MI S FROM STOCKTON.
 LP0273'13.55 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM AN ASPHALT
 LP0273'ROAD CROSSING AT STOCKTON, 1 1/2 FEET NORTH OF MILE POST 729, 71.3
 LP0273'FEET WEST OF THE WEST RAIL, 1 1/2 FEET SOUTH OF A WITNESS POST, ABOUT
 LP0273'1 1/2 FEET HIGHER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST
 LP0273'PROJECTING 0.3 FOOT.  SECTION 27, T 5W, R 6S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0091 ***********************************************************************
 KO0091  DESIGNATION -  A 177
 KO0091  PID         -  KO0091
 KO0091  STATE/COUNTY-  UT/TOOELE
 KO0091  COUNTRY     -  US
 KO0091  USGS QUAD   -  SABIE MOUNTAIN (2017)
 KO0091
 KO0091                         *CURRENT SURVEY CONTROL
 KO0091  ______________________________________________________________________
 KO0091* NAD 83(1986) POSITION- 39 59 59.     (N) 112 17 03.     (W)   SCALED
 KO0091* NAVD 88 ORTHO HEIGHT -  1799.006 (meters)     5902.24  (feet) ADJUSTED
 KO0091  ______________________________________________________________________
 KO0091  GEOID HEIGHT    -        -17.754 (meters)                     GEOID18
 KO0091  DYNAMIC HEIGHT  -       1797.296 (meters)     5896.63  (feet) COMP
 KO0091  MODELED GRAVITY -    979,611.5   (mgal)                       NAVD 88
 KO0091  OBS GRAVITY     -    979,608.9   (mgal)                       GRAV_OBS
 KO0091
 KO0091  VERT ORDER      -  FIRST     CLASS I
 KO0091
 KO0091.The horizontal coordinates were scaled from a map and have
 KO0091.an estimated accuracy of +/- 6 seconds.
 KO0091
 KO0091.The orthometric height was determined by differential leveling and
 KO0091.adjusted by the NATIONAL GEODETIC SURVEY
 KO0091.in June 1991.
 KO0091
 KO0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0091.GEOID18 height accuracy estimate available here.
 KO0091
 KO0091.Click photographs - Photos may exist for this station.
 KO0091
 KO0091.The dynamic height is computed by dividing the NAVD 88
 KO0091.geopotential number by the normal gravity value computed on the
 KO0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0091.degrees latitude (g = 980.6199 gals.).
 KO0091
 KO0091.The modeled gravity was interpolated from observed gravity values.
 KO0091
 KO0091.The observed gravity was obtained from relative gravimeter ties
 KO0091.to the IGSN71 gravity network.
 KO0091
 KO0091;                    North         East    Units  Estimated Accuracy
 KO0091;SPC UT C     - 2,185,290.      433,040.      MT  (+/- 180 meters Scaled)
 KO0091
 KO0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK903285(NAD 83)
 KO0091
 KO0091                          SUPERSEDED SURVEY CONTROL
 KO0091
 KO0091  NGVD 29 (??/??/92) 1797.89   (m)         5898.6    (f) COMPUTED    1 1
 KO0091
 KO0091.Superseded values are not recommended for survey control.
 KO0091
 KO0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0091.See file dsdata.pdf to determine how the superseded data were derived.
 KO0091
 KO0091_MARKER: DB = BENCH MARK DISK
 KO0091_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KO0091_STAMPING: A 177 1970
 KO0091_MARK LOGO: CGS
 KO0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KO0091
 KO0091  HISTORY     - Date     Condition        Report By
 KO0091  HISTORY     - 1970     MONUMENTED       NGS
 KO0091
 KO0091                          STATION DESCRIPTION
 KO0091
 KO0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0091'2.65 MI E FROM LOFGREEN.
 KO0091'2.65 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING SIGN
 KO0091'AT LOFGREEN, 1 1/2 POLES NORTHWEST OF MILE POST 707.25, 85.7 FEET
 KO0091'NORTHEAST OF THE NORTHEAST RAIL, 1 1/2 FEET SOUTHWEST OF A TELEPHONE
 KO0091'POLE WITH GUY WIRE, 12.5 FEET SOUTHWEST OF A FENCE, 1.3 FEET NORTHEAST
 KO0091'OF A WITNESS POST, A DISK ON A 5/8-INCH COPPER COATED ROD DRIVEN TO
 KO0091'GRADUAL REFUSAL AT A DEPTH OF 23 FEET.  THE ROD IS ENCASED IN A
 KO0091'CONCRETE POST WHICH PROJECTS 0.4 FOOT.  T4W, R9S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0034 ***********************************************************************
 KO0034  DESIGNATION -  A 178
 KO0034  PID         -  KO0034
 KO0034  STATE/COUNTY-  UT/JUAB
 KO0034  COUNTRY     -  US
 KO0034  USGS QUAD   -  JERICHO (2017)
 KO0034
 KO0034                         *CURRENT SURVEY CONTROL
 KO0034  ______________________________________________________________________
 KO0034* NAD 83(1986) POSITION- 39 44 15.     (N) 112 12 41.     (W)   SCALED
 KO0034* NAVD 88 ORTHO HEIGHT -  1609.843 (meters)     5281.63  (feet) ADJUSTED
 KO0034  ______________________________________________________________________
 KO0034  GEOID HEIGHT    -        -18.077 (meters)                     GEOID18
 KO0034  DYNAMIC HEIGHT  -       1608.351 (meters)     5276.73  (feet) COMP
 KO0034  MODELED GRAVITY -    979,642.8   (mgal)                       NAVD 88
 KO0034  OBS GRAVITY     -    979,640.8   (mgal)                       GRAV_OBS
 KO0034
 KO0034  VERT ORDER      -  FIRST     CLASS I
 KO0034
 KO0034.The horizontal coordinates were scaled from a map and have
 KO0034.an estimated accuracy of +/- 6 seconds.
 KO0034
 KO0034.The orthometric height was determined by differential leveling and
 KO0034.adjusted by the NATIONAL GEODETIC SURVEY
 KO0034.in June 1991.
 KO0034
 KO0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0034.GEOID18 height accuracy estimate available here.
 KO0034
 KO0034.Click photographs - Photos may exist for this station.
 KO0034
 KO0034.The dynamic height is computed by dividing the NAVD 88
 KO0034.geopotential number by the normal gravity value computed on the
 KO0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0034.degrees latitude (g = 980.6199 gals.).
 KO0034
 KO0034.The modeled gravity was interpolated from observed gravity values.
 KO0034
 KO0034.The observed gravity was obtained from relative gravimeter ties
 KO0034.to the IGSN71 gravity network.
 KO0034
 KO0034;                    North         East    Units  Estimated Accuracy
 KO0034;SPC UT C     - 2,156,130.      439,030.      MT  (+/- 180 meters Scaled)
 KO0034
 KO0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ961993(NAD 83)
 KO0034
 KO0034                          SUPERSEDED SURVEY CONTROL
 KO0034
 KO0034.No superseded survey control is available for this station.
 KO0034
 KO0034_MARKER: DB = BENCH MARK DISK
 KO0034_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0034_SP_SET: CULVERT HEADWALL
 KO0034_STAMPING: A 178 1970
 KO0034_MARK LOGO: CGS
 KO0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0034+STABILITY: SURFACE MOTION
 KO0034
 KO0034  HISTORY     - Date     Condition        Report By
 KO0034  HISTORY     - 1970     MONUMENTED       NGS
 KO0034
 KO0034                          STATION DESCRIPTION
 KO0034
 KO0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0034'13.95 MI S FROM TINTIC JUNCTION.
 KO0034'13.95 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 KO0034'TINTIC JUNCTION, 3 1/2 POLES NORTHEAST OF MILEPOLE 684.50, IN THE TOP
 KO0034'OF THE CENTER OF THE NORTHWEST CONCRETE HEAD WALL OF CULVERT 684.60,
 KO0034'8.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 7.3 FEET SOUTHWEST OF THE
 KO0034'NORTHEAST END OF THE HEAD WALL, AND ABOUT 1 1/2 FEET LOWER THAN THE
 KO0034'TRACK.  SECTION 32, T 12S, R 3W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0101 ***********************************************************************
 KO0101  DESIGNATION -  A 179
 KO0101  PID         -  KO0101
 KO0101  STATE/COUNTY-  UT/MILLARD
 KO0101  COUNTRY     -  US
 KO0101  USGS QUAD   -  STRONG (2017)
 KO0101
 KO0101                         *CURRENT SURVEY CONTROL
 KO0101  ______________________________________________________________________
 KO0101* NAD 83(1986) POSITION- 39 29 10.     (N) 112 24 48.     (W)   SCALED
 KO0101* NAVD 88 ORTHO HEIGHT -  1459.645 (meters)     4788.85  (feet) ADJUSTED
 KO0101  ______________________________________________________________________
 KO0101  GEOID HEIGHT    -        -18.741 (meters)                     GEOID18
 KO0101  DYNAMIC HEIGHT  -       1458.326 (meters)     4784.52  (feet) COMP
 KO0101  MODELED GRAVITY -    979,672.1   (mgal)                       NAVD 88
 KO0101
 KO0101  VERT ORDER      -  FIRST     CLASS I
 KO0101
 KO0101.The horizontal coordinates were scaled from a map and have
 KO0101.an estimated accuracy of +/- 6 seconds.
 KO0101
 KO0101.The orthometric height was determined by differential leveling and
 KO0101.adjusted by the NATIONAL GEODETIC SURVEY
 KO0101.in June 1991.
 KO0101
 KO0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0101.GEOID18 height accuracy estimate available here.
 KO0101
 KO0101.Click photographs - Photos may exist for this station.
 KO0101
 KO0101.The dynamic height is computed by dividing the NAVD 88
 KO0101.geopotential number by the normal gravity value computed on the
 KO0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0101.degrees latitude (g = 980.6199 gals.).
 KO0101
 KO0101.The modeled gravity was interpolated from observed gravity values.
 KO0101
 KO0101;                    North         East    Units  Estimated Accuracy
 KO0101;SPC UT C     - 2,128,380.      421,430.      MT  (+/- 180 meters Scaled)
 KO0101
 KO0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ784716(NAD 83)
 KO0101
 KO0101                          SUPERSEDED SURVEY CONTROL
 KO0101
 KO0101  NGVD 29 (??/??/92) 1458.55   (m)         4785.3    (f) COMPUTED    1 1
 KO0101
 KO0101.Superseded values are not recommended for survey control.
 KO0101
 KO0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0101.See file dsdata.pdf to determine how the superseded data were derived.
 KO0101
 KO0101_MARKER: DB = BENCH MARK DISK
 KO0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0101_STAMPING: A 179 1970
 KO0101_MARK LOGO: CGS
 KO0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0101+STABILITY: SURFACE MOTION
 KO0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0101+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2002
 KO0101
 KO0101  HISTORY     - Date     Condition        Report By
 KO0101  HISTORY     - 1970     MONUMENTED       NGS
 KO0101  HISTORY     - 20020306 GOOD             INDIV
 KO0101
 KO0101                          STATION DESCRIPTION
 KO0101
 KO0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0101'3.1 MI SW FROM LYNNDYL.
 KO0101'3.1 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0101'SIGN AT LYNNDYL, 186 FEET SOUTHEAST AND ACROSS THE TRACK FROM MILEPOLE
 KO0101'662.75, 92.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 6.0 FEET NORTHWEST
 KO0101'OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 1 1/2 FEET NORTHEAST OF TELEPHONE
 KO0101'POLE 1, 2.4 FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN
 KO0101'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 KO0101'ABOVE THE GROUND.  SECTION 28, T 15 S, R 5 W.
 KO0101
 KO0101                          STATION RECOVERY (2002)
 KO0101
 KO0101'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DKS)
 KO0101'COORDINATES NOTED USING CONSUMER-GRADE GPS RECEIVER
 KO0101'N39 29 12, W112 24 47
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0479 ***********************************************************************
 LO0479  DESIGNATION -  A 18
 LO0479  PID         -  LO0479
 LO0479  STATE/COUNTY-  UT/SALT LAKE
 LO0479  COUNTRY     -  US
 LO0479  USGS QUAD   -  JORDAN NARROWS (2017)
 LO0479
 LO0479                         *CURRENT SURVEY CONTROL
 LO0479  ______________________________________________________________________
 LO0479* NAD 83(1994) POSITION- 40 29 14.54427(N) 111 55 14.30033(W)   ADJUSTED
 LO0479* NAVD 88 ORTHO HEIGHT -  1357.577 (meters)     4453.98  (feet) ADJUSTED
 LO0479  ______________________________________________________________________
 LO0479  GEOID HEIGHT    -        -17.294 (meters)                     GEOID18
 LO0479  LAPLACE CORR    -          4.32  (seconds)                    DEFLEC18
 LO0479  DYNAMIC HEIGHT  -       1356.431 (meters)     4450.22  (feet) COMP
 LO0479  MODELED GRAVITY -    979,734.6   (mgal)                       NAVD 88
 LO0479
 LO0479  HORZ ORDER      -  SECOND
 LO0479  VERT ORDER      -  FIRST     CLASS II
 LO0479
 LO0479.The horizontal coordinates were established by classical geodetic methods
 LO0479.and adjusted by the National Geodetic Survey in November 1997.
 LO0479
 LO0479.The orthometric height was determined by differential leveling and
 LO0479.adjusted by the NATIONAL GEODETIC SURVEY
 LO0479.in June 1991.
 LO0479
 LO0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0479.GEOID18 height accuracy estimate available here.
 LO0479
 LO0479.Click photographs - Photos may exist for this station.
 LO0479
 LO0479.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0479
 LO0479.The dynamic height is computed by dividing the NAVD 88
 LO0479.geopotential number by the normal gravity value computed on the
 LO0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0479.degrees latitude (g = 980.6199 gals.).
 LO0479
 LO0479.The modeled gravity was interpolated from observed gravity values.
 LO0479
 LO0479. The following values were computed from the NAD 83(1994) position.
 LO0479
 LO0479;                    North         East     Units Scale Factor Converg.
 LO0479;SPC UT C     - 2,239,228.873   464,338.120   MT  0.99996360   -0 16 10.0
 LO0479;SPC UT C     - 7,346,536.73  1,523,415.98   sFT  0.99996360   -0 16 10.0
 LO0479;UTM  12      - 4,482,260.208   421,975.551   MT  0.99967494   -0 35 52.0
 LO0479
 LO0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0479!SPC UT C     -   0.99978979  x   0.99996360  =   0.99975340
 LO0479!UTM  12      -   0.99978979  x   0.99967494  =   0.99946480
 LO0479
 LO0479:                Primary Azimuth Mark                     Grid Az
 LO0479:SPC UT C     -  RIVERTON UTAH ST PRISON STACK            075 43 07.0
 LO0479:UTM  12      -  RIVERTON UTAH ST PRISON STACK            076 02 49.0
 LO0479
 LO0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2197582260(NAD 83)
 LO0479
 LO0479|---------------------------------------------------------------------|
 LO0479| PID    Reference Object                     Distance      Geod. Az  |
 LO0479|                                                           dddmmss.s |
 LO0479| LO0809 RIVERTON UTAH ST PRISON STACK       APPROX. 1.6 KM 0752657.0 |
 LO0479|---------------------------------------------------------------------|
 LO0479
 LO0479                          SUPERSEDED SURVEY CONTROL
 LO0479
 LO0479  NAD 83(1993)-  40 29 14.54403(N)    111 55 14.29968(W) AD(       ) 2
 LO0479  NAD 83(1986)-  40 29 14.53315(N)    111 55 14.29414(W) AD(       ) 2
 LO0479  NAD 27      -  40 29 14.71589(N)    111 55 11.52981(W) AD(       ) 2
 LO0479  NGVD 29 (??/??/92) 1356.593  (m)         4450.76   (f) ADJ UNCH    1 2
 LO0479  NGVD 29            1356.59   (m)         4450.7    (f) LEVELING    3  
 LO0479
 LO0479.Superseded values are not recommended for survey control.
 LO0479
 LO0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0479.See file dsdata.pdf to determine how the superseded data were derived.
 LO0479
 LO0479_MARKER: DB = BENCH MARK DISK
 LO0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0479_STAMPING: 4450.756 A 18 1927
 LO0479_MARK LOGO: CGS
 LO0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0479+STABILITY: SURFACE MOTION
 LO0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LO0479+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2003
 LO0479
 LO0479  HISTORY     - Date     Condition        Report By
 LO0479  HISTORY     - 1927     MONUMENTED       CGS
 LO0479  HISTORY     - 1934     GOOD             CGS
 LO0479  HISTORY     - 1973     GOOD             NGS
 LO0479  HISTORY     - 20031107 GOOD             INDIV
 LO0479
 LO0479                          STATION DESCRIPTION
 LO0479
 LO0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (RS)
 LO0479'THIS STATION IS ABOUT 4.0 MILES SOUTHWEST OF DRAPER, 3.0 MILES
 LO0479'SOUTHEAST OF RIVERTON AND 2.5 MILES EAST OF BLUFFDALE.
 LO0479'
 LO0479'TO REACH THIS POINT FROM INTERSTATE 15 AND THE BLUFFDALE EXIT
 LO0479'(14600 SOUTH), TURN RIGHT AND GO WEST FOR 1.1 MILES TO RIO GRANDE
 LO0479'RAILROAD OVERPASS AND END OF TRUCK TRAVEL.  GO NORTH ALONG EAST
 LO0479'SIDE OF RAILROAD RIGHT-OF-WAY FENCE 150 FEET.  STATION IS ALMOST
 LO0479'UNDER RIGHT-OF-WAY FENCE.
 LO0479'
 LO0479'STATION IS A STANDARD U.S. COAST AND GEODETIC SURVEY DISK, SET IN
 LO0479'CONCRETE.  DISK IS STAMPED 4450.756 A 18 1927.
 LO0479
 LO0479                          STATION RECOVERY (1934)
 LO0479
 LO0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 LO0479'3.0 MI S FROM RIVERTON.
 LO0479'3.0 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 LO0479'RIVERTON, SALT LAKE COUNTY, AT OLIVER, 120 FEET NORTHEAST OF BRIDGE
 LO0479'725-65, 50 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 10 FEET NORTH
 LO0479'OF AN IRRIGATION DITCH.  A STANDARD DISK, STAMPED 4450.756 A 18 1927
 LO0479'AND SET IN THE TOP OF A CONCRETE POST.
 LO0479
 LO0479                          STATION RECOVERY (1973)
 LO0479
 LO0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LO0479'RECOVERED IN GOOD CONDITION.
 LO0479
 LO0479                          STATION RECOVERY (2003)
 LO0479
 LO0479'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RW)
 LO0479'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0205 ***********************************************************************
 KO0205  DESIGNATION -  A 180
 KO0205  PID         -  KO0205
 KO0205  STATE/COUNTY-  UT/MILLARD
 KO0205  COUNTRY     -  US
 KO0205  USGS QUAD   -  SUNSTONE KNOLL (2017)
 KO0205
 KO0205                         *CURRENT SURVEY CONTROL
 KO0205  ______________________________________________________________________
 KO0205* NAD 83(1986) POSITION- 39 10 53.3    (N) 112 42 06.1    (W)   HD_HELD2
 KO0205* NAVD 88 ORTHO HEIGHT -  1406.650 (meters)     4614.98  (feet) ADJUSTED
 KO0205  ______________________________________________________________________
 KO0205  GEOID HEIGHT    -        -19.978 (meters)                     GEOID18
 KO0205  DYNAMIC HEIGHT  -       1405.321 (meters)     4610.62  (feet) COMP
 KO0205  MODELED GRAVITY -    979,633.7   (mgal)                       NAVD 88
 KO0205
 KO0205  VERT ORDER      -  FIRST     CLASS I
 KO0205
 KO0205.The horizontal coordinates were established by autonomous hand held GPS
 KO0205.observations and have an estimated accuracy of +/- 10 meters.
 KO0205
 KO0205.The orthometric height was determined by differential leveling and
 KO0205.adjusted by the NATIONAL GEODETIC SURVEY
 KO0205.in June 1991.
 KO0205
 KO0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0205.GEOID18 height accuracy estimate available here.
 KO0205
 KO0205.Click photographs - Photos may exist for this station.
 KO0205
 KO0205.The dynamic height is computed by dividing the NAVD 88
 KO0205.geopotential number by the normal gravity value computed on the
 KO0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0205.degrees latitude (g = 980.6199 gals.).
 KO0205
 KO0205.The modeled gravity was interpolated from observed gravity values.
 KO0205
 KO0205;                    North         East    Units  Estimated Accuracy
 KO0205;SPC UT C     - 2,094,858.      396,175.      MT  (+/- 10 meters HH2 GPS)
 KO0205
 KO0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ5302038294(NAD 83)
 KO0205
 KO0205                          SUPERSEDED SURVEY CONTROL
 KO0205
 KO0205.No superseded survey control is available for this station.
 KO0205
 KO0205_MARKER: DB = BENCH MARK DISK
 KO0205_SETTING: 66 = SET IN ROCK OUTCROP
 KO0205_STAMPING: A 180 1970
 KO0205_MARK LOGO: CGS
 KO0205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0205+STABILITY: POSITION/ELEVATION WELL
 KO0205
 KO0205  HISTORY     - Date     Condition        Report By
 KO0205  HISTORY     - 1970     MONUMENTED       NGS
 KO0205
 KO0205                          STATION DESCRIPTION
 KO0205
 KO0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0205'13.8 MI SW FROM DELTA.
 KO0205'13.65 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KO0205'STATION AT DELTA, THENCE 0.15 MILE WEST ALONG A DIRT TRACK ROAD, ABOUT
 KO0205'0.15 MILE WEST OF MILEPOLE 635.75, ON THE TOP AND ALONG THE SOUTHEAST
 KO0205'EDGE OF A LAVA ROCK COVERED HILL, ON THE HIGHEST POINT OF THE HILL, IN
 KO0205'THE TOP OF A 5- BY 5-FOOT LAVA ROCK OUTCROP WHICH PROJECTS ABOUT 1/2
 KO0205'FOOT ABOVE THE GROUND, 143 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 KO0205'24.3 FEET WEST OF A WITNESS POST, AND ABOUT 40 FEET HIGHER THAN THE
 KO0205'ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0253 ***********************************************************************
 JO0253  DESIGNATION -  A 181
 JO0253  PID         -  JO0253
 JO0253  STATE/COUNTY-  UT/MILLARD
 JO0253  COUNTRY     -  US
 JO0253  USGS QUAD   -  BORDEN (2017)
 JO0253
 JO0253                         *CURRENT SURVEY CONTROL
 JO0253  ______________________________________________________________________
 JO0253* NAD 83(1986) POSITION- 38 54 30.02   (N) 112 48 50.53   (W)   HD_HELD1
 JO0253* NAVD 88 ORTHO HEIGHT -  1462.951 (meters)     4799.70  (feet) ADJUSTED
 JO0253  ______________________________________________________________________
 JO0253  GEOID HEIGHT    -        -20.113 (meters)                     GEOID18
 JO0253  DYNAMIC HEIGHT  -       1461.527 (meters)     4795.03  (feet) COMP
 JO0253  MODELED GRAVITY -    979,603.3   (mgal)                       NAVD 88
 JO0253  OBS GRAVITY     -    979,606.4   (mgal)                       GRAV_OBS
 JO0253
 JO0253  VERT ORDER      -  FIRST     CLASS I
 JO0253
 JO0253.The horizontal coordinates were determined by differentially corrected
 JO0253.hand held GPS observations or other comparable positioning techniques
 JO0253.and have an estimated accuracy of +/- 3 meters.
 JO0253
 JO0253.The orthometric height was determined by differential leveling and
 JO0253.adjusted by the NATIONAL GEODETIC SURVEY
 JO0253.in June 1991.
 JO0253
 JO0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0253.GEOID18 height accuracy estimate available here.
 JO0253
 JO0253.Click photographs - Photos may exist for this station.
 JO0253
 JO0253.The dynamic height is computed by dividing the NAVD 88
 JO0253.geopotential number by the normal gravity value computed on the
 JO0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0253.degrees latitude (g = 980.6199 gals.).
 JO0253
 JO0253.The modeled gravity was interpolated from observed gravity values.
 JO0253
 JO0253.The observed gravity was obtained from relative gravimeter ties
 JO0253.to the IGSN71 gravity network.
 JO0253
 JO0253;                    North         East    Units  Estimated Accuracy
 JO0253;SPC UT C     - 2,064,675.6     386,023.9     MT  (+/- 3 meters HH1 GPS) 
 JO0253
 JO0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ4271108169(NAD 83)
 JO0253
 JO0253                          SUPERSEDED SURVEY CONTROL
 JO0253
 JO0253  NGVD 29 (??/??/92) 1461.86   (m)         4796.1    (f) COMPUTED    1 1
 JO0253
 JO0253.Superseded values are not recommended for survey control.
 JO0253
 JO0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0253.See file dsdata.pdf to determine how the superseded data were derived.
 JO0253
 JO0253_MARKER: DB = BENCH MARK DISK
 JO0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0253_STAMPING: A 181 1970
 JO0253_MARK LOGO: CGS
 JO0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0253+STABILITY: SURFACE MOTION
 JO0253
 JO0253  HISTORY     - Date     Condition        Report By
 JO0253  HISTORY     - 1970     MONUMENTED       NGS
 JO0253
 JO0253                          STATION DESCRIPTION
 JO0253
 JO0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0253'16.35 MI NE FROM BLACK ROCK.
 JO0253'16.35 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JO0253'STATION AT BLACK ROCK, 83 1/2 FEET SOUTHEAST OF MILEPOLE 615.75, 103.6
 JO0253'FEET WEST OF THE WEST RAIL, 119 FEET SOUTHWEST OF THE CENTER OF THE
 JO0253'WEST END OF DOUBLE PIPE CULVERTS, 1.3 FEET EAST OF A FENCE, 2.0 FEET
 JO0253'SOUTH OF A WITNESS POST, ABOUT 5 FEET HIGHER THAN THE TRACK, AND SET
 JO0253'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0221 ***********************************************************************
 JO0221  DESIGNATION -  A 182
 JO0221  PID         -  JO0221
 JO0221  STATE/COUNTY-  UT/MILLARD
 JO0221  COUNTRY     -  US
 JO0221  USGS QUAD   -  BLACK ROCK (2017)
 JO0221
 JO0221                         *CURRENT SURVEY CONTROL
 JO0221  ______________________________________________________________________
 JO0221* NAD 83(1986) POSITION- 38 42 10.     (N) 112 58 18.     (W)   SCALED
 JO0221* NAVD 88 ORTHO HEIGHT -  1481.754 (meters)     4861.39  (feet) ADJUSTED
 JO0221  ______________________________________________________________________
 JO0221  GEOID HEIGHT    -        -20.401 (meters)                     GEOID18
 JO0221  DYNAMIC HEIGHT  -       1480.289 (meters)     4856.58  (feet) COMP
 JO0221  MODELED GRAVITY -    979,587.8   (mgal)                       NAVD 88
 JO0221  OBS GRAVITY     -    979,587.5   (mgal)                       GRAV_OBS
 JO0221
 JO0221  VERT ORDER      -  FIRST     CLASS I
 JO0221
 JO0221.The horizontal coordinates were scaled from a map and have
 JO0221.an estimated accuracy of +/- 6 seconds.
 JO0221
 JO0221.The orthometric height was determined by differential leveling and
 JO0221.adjusted by the NATIONAL GEODETIC SURVEY
 JO0221.in June 1991.
 JO0221
 JO0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0221.GEOID18 height accuracy estimate available here.
 JO0221
 JO0221.Click photographs - Photos may exist for this station.
 JO0221
 JO0221.The dynamic height is computed by dividing the NAVD 88
 JO0221.geopotential number by the normal gravity value computed on the
 JO0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0221.degrees latitude (g = 980.6199 gals.).
 JO0221
 JO0221.The modeled gravity was interpolated from observed gravity values.
 JO0221
 JO0221.The observed gravity was obtained from relative gravimeter ties
 JO0221.to the IGSN71 gravity network.
 JO0221
 JO0221;                    North         East    Units  Estimated Accuracy
 JO0221;SPC UT C     - 2,042,070.      371,980.      MT  (+/- 180 meters Scaled)
 JO0221
 JO0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH285856(NAD 83)
 JO0221
 JO0221                          SUPERSEDED SURVEY CONTROL
 JO0221
 JO0221  NGVD 29 (??/??/92) 1480.471  (m)         4857.18   (f) ADJ UNCH    1 1
 JO0221
 JO0221.Superseded values are not recommended for survey control.
 JO0221
 JO0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0221.See file dsdata.pdf to determine how the superseded data were derived.
 JO0221
 JO0221_MARKER: DB = BENCH MARK DISK
 JO0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0221_STAMPING: A 182 1970
 JO0221_MARK LOGO: CGS
 JO0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0221+STABILITY: SURFACE MOTION
 JO0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0221+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2021
 JO0221
 JO0221  HISTORY     - Date     Condition        Report By
 JO0221  HISTORY     - 1970     MONUMENTED       NGS
 JO0221  HISTORY     - 20210510 GOOD             UGS
 JO0221
 JO0221                          STATION DESCRIPTION
 JO0221
 JO0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0221'0.9 MI S FROM BLACK ROCK.
 JO0221'0.9 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JO0221'BLACK ROCK, 1 1/2 FEET SOUTH OF MILEPOLE 598.50, 88.0 FEET WEST OF THE
 JO0221'WEST RAIL, 8.6 FEET EAST OF A FENCE, 40 FEET EAST OF THE CENTER LINE
 JO0221'OF STATE HIGHWAY 257, 1.5 FEET NORTH OF A WITNESS POST, ABOUT 3 1/2
 JO0221'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JO0221'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JO0221
 JO0221                          STATION RECOVERY (2021)
 JO0221
 JO0221'RECOVERY NOTE BY UTAH GEOLOGICAL SURVEY 2021 (BE)
 JO0221'THE PREVIOUS DESCRIPTION MATCHES THE LOCATION.  STATIC GPS OBSERVATION
 JO0221'WAS PERFORMED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0325 ***********************************************************************
 JO0325  DESIGNATION -  A 183
 JO0325  PID         -  JO0325
 JO0325  STATE/COUNTY-  UT/BEAVER
 JO0325  COUNTRY     -  US
 JO0325  USGS QUAD   -  MILFORD (2017)
 JO0325
 JO0325                         *CURRENT SURVEY CONTROL
 JO0325  ______________________________________________________________________
 JO0325* NAD 83(1986) POSITION- 38 23 49.17   (N) 113 00 44.46   (W)   HD_HELD1
 JO0325* NAVD 88 ORTHO HEIGHT -  1517.119 (meters)     4977.41  (feet) ADJUSTED
 JO0325  ______________________________________________________________________
 JO0325  GEOID HEIGHT    -        -20.949 (meters)                     GEOID18
 JO0325  DYNAMIC HEIGHT  -       1515.526 (meters)     4972.19  (feet) COMP
 JO0325  MODELED GRAVITY -    979,525.7   (mgal)                       NAVD 88
 JO0325
 JO0325  VERT ORDER      -  FIRST     CLASS I
 JO0325
 JO0325.The horizontal coordinates were determined by differentially corrected
 JO0325.hand held GPS observations or other comparable positioning techniques
 JO0325.and have an estimated accuracy of +/- 3 meters.
 JO0325
 JO0325.The orthometric height was determined by differential leveling and
 JO0325.adjusted by the NATIONAL GEODETIC SURVEY
 JO0325.in June 1991.
 JO0325
 JO0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0325.GEOID18 height accuracy estimate available here.
 JO0325
 JO0325.Click photographs - Photos may exist for this station.
 JO0325
 JO0325.The dynamic height is computed by dividing the NAVD 88
 JO0325.geopotential number by the normal gravity value computed on the
 JO0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0325.degrees latitude (g = 980.6199 gals.).
 JO0325
 JO0325.The modeled gravity was interpolated from observed gravity values.
 JO0325
 JO0325;                    North         East    Units  Estimated Accuracy
 JO0325;SPC UT S     - 3,193,112.7     367,890.5     MT  (+/- 3 meters HH1 GPS) 
 JO0325
 JO0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH2426951780(NAD 83)
 JO0325
 JO0325                          SUPERSEDED SURVEY CONTROL
 JO0325
 JO0325.No superseded survey control is available for this station.
 JO0325
 JO0325_MARKER: DB = BENCH MARK DISK
 JO0325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JO0325_SP_SET: FOUNDATION
 JO0325_STAMPING: A 183 1970
 JO0325_MARK LOGO: CGS
 JO0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0325
 JO0325  HISTORY     - Date     Condition        Report By
 JO0325  HISTORY     - 1970     MONUMENTED       NGS
 JO0325  HISTORY     - 1984     GOOD             NGS
 JO0325
 JO0325                          STATION DESCRIPTION
 JO0325
 JO0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0325'IN MILFORD.
 JO0325'AT MILFORD, 0.1 MILE WEST ALONG CENTER STREET FROM THE JUNCTION OF
 JO0325'MAIN STREET, AT THE SOUTHWEST CORNER OF THE JUNCTION OF CENTER STREET
 JO0325'W. AND 100 WEST STREET S., AT THE NORTH ENTRANCE TO THE LDS CHURCH,
 JO0325'SET VERTICALLY IN THE NORTH FACE OF THE NORTH CONCRETE FOUNDATION OF
 JO0325'THE CHURCH BUILDING, 34.3 FEET EAST OF THE NORTHWEST CORNER OF THE
 JO0325'BUILDING, 5.7 FEET WEST OF THE CENTER OF THE ENTRANCE, 0.4 FOOT WEST
 JO0325'OF THE WEST EDGE OF THE CONCRETE PORCH, AND ABOUT 1 FOOT HIGHER THAN
 JO0325'THE SIDEWALK.  SECTION 7, T28S, R 10W.
 JO0325
 JO0325                          STATION RECOVERY (1984)
 JO0325
 JO0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0325'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0301 ***********************************************************************
 JM0301  DESIGNATION -  A 19
 JM0301  PID         -  JM0301
 JM0301  STATE/COUNTY-  UT/GRAND
 JM0301  COUNTRY     -  US
 JM0301  USGS QUAD   -  MERRIMAC BUTTE (2017)
 JM0301
 JM0301                         *CURRENT SURVEY CONTROL
 JM0301  ______________________________________________________________________
 JM0301* NAD 83(1986) POSITION- 38 43 33.42   (N) 109 43 13.08   (W)   HD_HELD1
 JM0301* NAVD 88 ORTHO HEIGHT -  1358.064 (meters)     4455.58  (feet) ADJUSTED
 JM0301  ______________________________________________________________________
 JM0301  GEOID HEIGHT    -        -20.725 (meters)                     GEOID18
 JM0301  DYNAMIC HEIGHT  -       1356.679 (meters)     4451.04  (feet) COMP
 JM0301  MODELED GRAVITY -    979,562.4   (mgal)                       NAVD 88
 JM0301
 JM0301  VERT ORDER      -  FIRST     CLASS II
 JM0301
 JM0301.The horizontal coordinates were determined by differentially corrected
 JM0301.hand held GPS observations or other comparable positioning techniques
 JM0301.and have an estimated accuracy of +/- 3 meters.
 JM0301
 JM0301.The orthometric height was determined by differential leveling and
 JM0301.adjusted by the NATIONAL GEODETIC SURVEY
 JM0301.in June 1991.
 JM0301
 JM0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0301.GEOID18 height accuracy estimate available here.
 JM0301
 JM0301.Click photographs - Photos may exist for this station.
 JM0301
 JM0301.The dynamic height is computed by dividing the NAVD 88
 JM0301.geopotential number by the normal gravity value computed on the
 JM0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0301.degrees latitude (g = 980.6199 gals.).
 JM0301
 JM0301.The modeled gravity was interpolated from observed gravity values.
 JM0301
 JM0301;                    North         East    Units  Estimated Accuracy
 JM0301;SPC UT C     - 2,045,129.6     654,764.8     MT  (+/- 3 meters HH1 GPS) 
 JM0301
 JM0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH1123987142(NAD 83)
 JM0301
 JM0301                          SUPERSEDED SURVEY CONTROL
 JM0301
 JM0301  NGVD 29 (??/??/92) 1357.065  (m)         4452.30   (f) ADJ UNCH    1 2
 JM0301
 JM0301.Superseded values are not recommended for survey control.
 JM0301
 JM0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0301.See file dsdata.pdf to determine how the superseded data were derived.
 JM0301
 JM0301_MARKER: DB = BENCH MARK DISK
 JM0301_SETTING: 66 = SET IN ROCK OUTCROP
 JM0301_STAMPING: 4452.304 A 19 1933
 JM0301_MARK LOGO: CGS
 JM0301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0301+STABILITY: POSITION/ELEVATION WELL
 JM0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0301+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2020
 JM0301
 JM0301  HISTORY     - Date     Condition        Report By
 JM0301  HISTORY     - 1933     MONUMENTED       CGS
 JM0301  HISTORY     - 1968     GOOD             CGS
 JM0301  HISTORY     - 20091122 GOOD             GEOCAC
 JM0301  HISTORY     - 20200229 GOOD             INDIV
 JM0301
 JM0301                          STATION DESCRIPTION
 JM0301
 JM0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 JM0301'15.1 MI N FROM MOAB.
 JM0301'TO REACH FROM THE U.S. POST OFFICE IN MOAB, UTAH.  GO NORTH ON U.S.
 JM0301'HIGHWAY 160 FOR 15.1 MILES TO A CUTBANK AND OLD ROAD BED ON THE RIGHT,
 JM0301'JUST NORTH OF A WIRE FENCED CATCH PEN.  MARK IS ON THE EAST SIDE OF
 JM0301'THE OLD ROAD BED IN A PROMINENT SANDSTONE OUTCROPPING, 25 FEET EAST OF
 JM0301'THE APPROXIMATE CENTERLINE OF THE OLD ROAD BED.
 JM0301
 JM0301                          STATION RECOVERY (2009)
 JM0301
 JM0301'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0301'EASY ACCESS FROM US 191 WITH A GOOD PULLOFF AREA.
 JM0301
 JM0301                          STATION RECOVERY (2020)
 JM0301
 JM0301'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 JM0301'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5494 ***********************************************************************
 DR5494  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5494  DESIGNATION -  A 2
 DR5494  PID         -  DR5494
 DR5494  STATE/COUNTY-  UT/MORGAN
 DR5494  COUNTRY     -  US
 DR5494  USGS QUAD   -  LOST CREEK DAM (2017)
 DR5494
 DR5494                         *CURRENT SURVEY CONTROL
 DR5494  ______________________________________________________________________
 DR5494* NAD 83(2011) POSITION- 41 11 05.15759(N) 111 24 02.00718(W)   ADJUSTED
 DR5494* NAD 83(2011) ELLIP HT-  1821.816 (meters)        (07/08/20)   ADJUSTED
 DR5494* NAD 83(2011) EPOCH   -  2010.00
 DR5494* NAVD 88 ORTHO HEIGHT -  1837.46  (meters)     6028.4   (feet) GPS OBS
 DR5494  ______________________________________________________________________
 DR5494  GEOID HEIGHT    -        -15.623 (meters)                     GEOID18
 DR5494  NAD 83(2011) X  - -1,754,544.559 (meters)                     COMP
 DR5494  NAD 83(2011) Y  - -4,476,941.790 (meters)                     COMP
 DR5494  NAD 83(2011) Z  -  4,179,087.239 (meters)                     COMP
 DR5494  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 DR5494
 DR5494  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5494  Standards:
 DR5494         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5494            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5494  -------------------------------------------------------------------
 DR5494  NETWORK    0.27   0.57           0.12   0.10   0.29     -0.02566454
 DR5494  -------------------------------------------------------------------
 DR5494  Click here for local accuracies and other accuracy information.
 DR5494
 DR5494.The horizontal coordinates were established by GPS observations
 DR5494.and adjusted by the National Geodetic Survey in July 2020.
 DR5494
 DR5494.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5494.been affixed to the stable North American tectonic plate. See 
 DR5494.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5494
 DR5494.The horizontal coordinates are valid at the epoch date displayed above
 DR5494.which is a decimal equivalence of Year/Month/Day.
 DR5494
 DR5494.The orthometric height was determined by GPS observations and a
 DR5494.high-resolution geoid model using precise GPS observation and
 DR5494.processing techniques.
 DR5494
 DR5494.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5494.GEOID18 height accuracy estimate available here.
 DR5494
 DR5494.Click photographs - Photos may exist for this station.
 DR5494
 DR5494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5494
 DR5494.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5494
 DR5494.The ellipsoidal height was determined by GPS observations
 DR5494.and is referenced to NAD 83.
 DR5494
 DR5494. The following values were computed from the NAD 83(2011) position.
 DR5494
 DR5494;                    North         East     Units Scale Factor Converg.
 DR5494;SPC UT N     - 1,094,555.977   508,342.845   MT  0.99995750   +0 03 56.0
 DR5494;SPC UT N     - 3,591,055.73  1,667,788.15   sFT  0.99995750   +0 03 56.0
 DR5494;UTM  12      - 4,559,345.495   466,406.709   MT  0.99961389   -0 15 49.6
 DR5494
 DR5494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5494!SPC UT N     -   0.99971432  x   0.99995750  =   0.99967183
 DR5494!UTM  12      -   0.99971432  x   0.99961389  =   0.99932832
 DR5494
 DR5494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL6640659345(NAD 83)
 DR5494
 DR5494                          SUPERSEDED SURVEY CONTROL
 DR5494
 DR5494.No superseded survey control is available for this station.
 DR5494
 DR5494_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DR5494_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR5494+WITH SETTING: INFORMATION.
 DR5494_STAMPING: 17.5 LT CL A 2
 DR5494_MARK LOGO: NONE
 DR5494_PROJECTION: PROJECTING 14 CENTIMETERS
 DR5494_MAGNETIC: P = MARKER IS A STEEL PIPE
 DR5494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5494+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2015
 DR5494
 DR5494  HISTORY     - Date     Condition        Report By
 DR5494  HISTORY     - UNK      MONUMENTED       NONE
 DR5494  HISTORY     - 20151109 GOOD             UT-057
 DR5494
 DR5494                          STATION DESCRIPTION
 DR5494
 DR5494'DESCRIBED BY WEBER COUNTY UTAH 2015 (DJM)
 DR5494'THE STATION IS LOCATED ABOUT 14.4 MI (23.2 KM) NORTHEAST OF MORGAN,
 DR5494'11.6 MI (18.7 KM) NORTH OF HENEFER AND 8.9 MI (14.3 KM)
 DR5494'NORTH-NORTHEAST OF DEVILS SLIDE.  OWNERSHIP--U.S. GOVERNMENT.
 DR5494'
 DR5494'TO REACH FROM THE INTERSECTION OF INTERSTATE 84 AND CROYDON ROAD
 DR5494'PROCEED NORTHEASTERLY 12.2 MI (19.6 KM) TO A PARKING AREA.TO THE
 DR5494'STATION ON THE RIGHT.
 DR5494'
 DR5494'IT IS 130 FT (39.6 M) EAST OF CONCRETE OUT HOUSE., 85 FT (25.9 M)
 DR5494'NORTH OF CINDERBLOCK SHED.  MARK IS A PIPE AND CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0225 ***********************************************************************
 JM0225  DESIGNATION -  A 20
 JM0225  PID         -  JM0225
 JM0225  STATE/COUNTY-  UT/SAN JUAN
 JM0225  COUNTRY     -  US
 JM0225  USGS QUAD   -  KANE SPRINGS (2017)
 JM0225
 JM0225                         *CURRENT SURVEY CONTROL
 JM0225  ______________________________________________________________________
 JM0225* NAD 83(1986) POSITION- 38 27 33.5    (N) 109 26 33.8    (W)   HD_HELD2
 JM0225* NAVD 88 ORTHO HEIGHT -  1552.314 (meters)     5092.88  (feet) ADJUSTED
 JM0225  ______________________________________________________________________
 JM0225  GEOID HEIGHT    -        -19.537 (meters)                     GEOID18
 JM0225  DYNAMIC HEIGHT  -       1550.637 (meters)     5087.38  (feet) COMP
 JM0225  MODELED GRAVITY -    979,494.8   (mgal)                       NAVD 88
 JM0225
 JM0225  VERT ORDER      -  FIRST     CLASS II
 JM0225
 JM0225.The horizontal coordinates were established by autonomous hand held GPS
 JM0225.observations and have an estimated accuracy of +/- 10 meters.
 JM0225
 JM0225.The orthometric height was determined by differential leveling and
 JM0225.adjusted by the NATIONAL GEODETIC SURVEY
 JM0225.in June 1991.
 JM0225
 JM0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0225.GEOID18 height accuracy estimate available here.
 JM0225
 JM0225.Click photographs - Photos may exist for this station.
 JM0225
 JM0225.The dynamic height is computed by dividing the NAVD 88
 JM0225.geopotential number by the normal gravity value computed on the
 JM0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0225.degrees latitude (g = 980.6199 gals.).
 JM0225
 JM0225.The modeled gravity was interpolated from observed gravity values.
 JM0225
 JM0225;                    North         East    Units  Estimated Accuracy
 JM0225;SPC UT S     - 3,200,937.      679,552.      MT  (+/- 10 meters HH2 GPS)
 JM0225
 JM0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH3587157926(NAD 83)
 JM0225
 JM0225                          SUPERSEDED SURVEY CONTROL
 JM0225
 JM0225  NGVD 29 (??/??/92) 1551.262  (m)         5089.43   (f) ADJ UNCH    1 2
 JM0225
 JM0225.Superseded values are not recommended for survey control.
 JM0225
 JM0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0225.See file dsdata.pdf to determine how the superseded data were derived.
 JM0225
 JM0225_MARKER: DB = BENCH MARK DISK
 JM0225_SETTING: 66 = SET IN ROCK OUTCROP
 JM0225_STAMPING: 5089.432 A 20 1933
 JM0225_MARK LOGO: CGS
 JM0225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0225+STABILITY: POSITION/ELEVATION WELL
 JM0225
 JM0225  HISTORY     - Date     Condition        Report By
 JM0225  HISTORY     - 1933     MONUMENTED       CGS
 JM0225  HISTORY     - 1934     GOOD             CGS
 JM0225  HISTORY     - 1982     GOOD             USGS
 JM0225  HISTORY     - 20091218 GOOD             GEOCAC
 JM0225
 JM0225                          STATION DESCRIPTION
 JM0225
 JM0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0225'10.4 MI SE FROM MOAB.
 JM0225'IN SAN JUAN COUNTY, 10.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 450 FROM
 JM0225'THE COURTHOUSE AT MOAB, GRAND COUNTY, NEAR THE SOUTH END OF A SMALL
 JM0225'ROCK CUT ON THE EAST SIDE OF A SPUR, 80 FEET NORTH OF AN 8- BY 8-FOOT
 JM0225'SKEW CONCRETE BRIDGE, 28 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 JM0225'AT THE SOUTH END OF A WEST OF THE CENTERLINE OF THE HIGHWAY, AT THE
 JM0225'SOUTH END OF A SANDSTONE OUTCROP, IN THE TOP OF A 5-FOOT LEDGE, AND 18
 JM0225'INCHES HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED 5089.432 A
 JM0225'20 1933.
 JM0225
 JM0225                          STATION RECOVERY (1982)
 JM0225
 JM0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0225'MOAB, UTAH. 10.1 SOUTHEAST ALONG U.S. HWY 191 FROM MAIN AND CENTER
 JM0225'STREETS IN MOAB, UTAH. 71 FEET EAST OF THE CENTER OF THE HWY. AT THE
 JM0225'SOUTH END OF A HWY. CUT IN A SANDSTONE LEDGE.
 JM0225
 JM0225                          STATION RECOVERY (2009)
 JM0225
 JM0225'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0225'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0253 ***********************************************************************
 JM0253  DESIGNATION -  A 21
 JM0253  PID         -  JM0253
 JM0253  STATE/COUNTY-  UT/SAN JUAN
 JM0253  COUNTRY     -  US
 JM0253  USGS QUAD   -  HATCH ROCK (2017)
 JM0253
 JM0253                         *CURRENT SURVEY CONTROL
 JM0253  ______________________________________________________________________
 JM0253* NAD 83(1986) POSITION- 38 09 54.     (N) 109 22 32.     (W)   SCALED
 JM0253* NAVD 88 ORTHO HEIGHT -  1798.880 (meters)     5901.83  (feet) ADJUSTED
 JM0253  ______________________________________________________________________
 JM0253  GEOID HEIGHT    -        -18.968 (meters)                     GEOID18
 JM0253  DYNAMIC HEIGHT  -       1796.878 (meters)     5895.26  (feet) COMP
 JM0253  MODELED GRAVITY -    979,452.4   (mgal)                       NAVD 88
 JM0253
 JM0253  VERT ORDER      -  FIRST     CLASS II
 JM0253
 JM0253.The horizontal coordinates were scaled from a map and have
 JM0253.an estimated accuracy of +/- 6 seconds.
 JM0253
 JM0253.The orthometric height was determined by differential leveling and
 JM0253.adjusted by the NATIONAL GEODETIC SURVEY
 JM0253.in June 1991.
 JM0253
 JM0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0253.GEOID18 height accuracy estimate available here.
 JM0253
 JM0253.Click photographs - Photos may exist for this station.
 JM0253
 JM0253.The dynamic height is computed by dividing the NAVD 88
 JM0253.geopotential number by the normal gravity value computed on the
 JM0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0253.degrees latitude (g = 980.6199 gals.).
 JM0253
 JM0253.The modeled gravity was interpolated from observed gravity values.
 JM0253
 JM0253;                    North         East    Units  Estimated Accuracy
 JM0253;SPC UT S     - 3,168,410.      686,160.      MT  (+/- 180 meters Scaled)
 JM0253
 JM0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH423253(NAD 83)
 JM0253
 JM0253                          SUPERSEDED SURVEY CONTROL
 JM0253
 JM0253  NGVD 29 (??/??/92) 1797.832  (m)         5898.39   (f) ADJ UNCH    1 2
 JM0253
 JM0253.Superseded values are not recommended for survey control.
 JM0253
 JM0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0253.See file dsdata.pdf to determine how the superseded data were derived.
 JM0253
 JM0253_MARKER: DB = BENCH MARK DISK
 JM0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0253_STAMPING: 5898.387 A 21 1933
 JM0253_MARK LOGO: CGS
 JM0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0253+STABILITY: SURFACE MOTION
 JM0253
 JM0253  HISTORY     - Date     Condition        Report By
 JM0253  HISTORY     - 1933     MONUMENTED       CGS
 JM0253  HISTORY     - 1934     GOOD             CGS
 JM0253  HISTORY     - 1982     GOOD             USGS
 JM0253
 JM0253                          STATION DESCRIPTION
 JM0253
 JM0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0253'20.9 MI N FROM MONTICELLO.
 JM0253'20.9 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 JM0253'MONTICELLO, SAN JUAN COUNTY, 1.3 MILES NORTH OF THE JUNCTION OF A ROAD
 JM0253'LEADING TO THE INTERNATIONAL VANADIUM CORP. MINE, 4 POLES NORTH OF A
 JM0253'20 DEG DEFLECTION IN A ROW OF POLES, 50 FEET EAST OF THE CENTERLINE OF
 JM0253'THE HIGHWAY AND 2 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED
 JM0253'5898.387 A 21 1933 AND SET IN THE TOP OF A CONCRETE POST.
 JM0253
 JM0253                          STATION RECOVERY (1982)
 JM0253
 JM0253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0253'INTERSECTION OF UTAH HIGHWAY 46 AND U.S. HIGHWAY 191 10.8 MILES SOUTH
 JM0253'FROM INTERSECTION OF UTAH HIGHWAY 46 AND U.S. HIGHWAY 191 ALONG
 JM0253'HIGHWAY 1919, 35 FEET WEST OF A POLELINE, 148 FEET EAST OF THE RIGHT
 JM0253'OF WAY FENCE AND 480 FEET EAST OF THE CENTERLINE OF THE HIGHWAY. A
 JM0253'STANDARD DISK, STAMPED 5898.387 A-21-1933 AND SET IN THE TOP OF A
 JM0253'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0162 ***********************************************************************
 HM0162  DESIGNATION -  A 22
 HM0162  PID         -  HM0162
 HM0162  STATE/COUNTY-  UT/SAN JUAN
 HM0162  COUNTRY     -  US
 HM0162  USGS QUAD   -  MONTICELLO SOUTH (2017)
 HM0162
 HM0162                         *CURRENT SURVEY CONTROL
 HM0162  ______________________________________________________________________
 HM0162* NAD 83(1986) POSITION- 37 47 29.35   (N) 109 20 34.13   (W)   HD_HELD1
 HM0162* NAVD 88 ORTHO HEIGHT -  2089.770 (meters)     6856.19  (feet) ADJUSTED
 HM0162  ______________________________________________________________________
 HM0162  GEOID HEIGHT    -        -19.145 (meters)                     GEOID18
 HM0162  DYNAMIC HEIGHT  -       2087.250 (meters)     6847.92  (feet) COMP
 HM0162  MODELED GRAVITY -    979,348.8   (mgal)                       NAVD 88
 HM0162
 HM0162  VERT ORDER      -  FIRST     CLASS II
 HM0162
 HM0162.The horizontal coordinates were determined by differentially corrected
 HM0162.hand held GPS observations or other comparable positioning techniques
 HM0162.and have an estimated accuracy of +/- 3 meters.
 HM0162
 HM0162.The orthometric height was determined by differential leveling and
 HM0162.adjusted by the NATIONAL GEODETIC SURVEY
 HM0162.in June 1991.
 HM0162
 HM0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0162.GEOID18 height accuracy estimate available here.
 HM0162
 HM0162.Click photographs - Photos may exist for this station.
 HM0162
 HM0162.The dynamic height is computed by dividing the NAVD 88
 HM0162.geopotential number by the normal gravity value computed on the
 HM0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0162.degrees latitude (g = 980.6199 gals.).
 HM0162
 HM0162.The modeled gravity was interpolated from observed gravity values.
 HM0162
 HM0162;                    North         East    Units  Estimated Accuracy
 HM0162;SPC UT S     - 3,127,027.7     689,980.1     MT  (+/- 3 meters HH1 GPS) 
 HM0162
 HM0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG4591283973(NAD 83)
 HM0162
 HM0162                          SUPERSEDED SURVEY CONTROL
 HM0162
 HM0162  NGVD 29 (??/??/92) 2088.607  (m)         6852.37   (f) ADJ UNCH    1 2
 HM0162
 HM0162.Superseded values are not recommended for survey control.
 HM0162
 HM0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0162.See file dsdata.pdf to determine how the superseded data were derived.
 HM0162
 HM0162_MARKER: DB = BENCH MARK DISK
 HM0162_SETTING: 66 = SET IN ROCK OUTCROP
 HM0162_STAMPING: 6852.371 A 22 1933
 HM0162_MARK LOGO: CGS
 HM0162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0162+STABILITY: POSITION/ELEVATION WELL
 HM0162
 HM0162  HISTORY     - Date     Condition        Report By
 HM0162  HISTORY     - 1933     MONUMENTED       CGS
 HM0162  HISTORY     - 1934     GOOD             CGS
 HM0162  HISTORY     - 1980     GOOD             USGS
 HM0162  HISTORY     - 1980     GOOD             USGS
 HM0162
 HM0162                          STATION DESCRIPTION
 HM0162
 HM0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0162'5.7 MI S FROM MONTICELLO.
 HM0162'5.7 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE COURTHOUSE AT
 HM0162'MONTICELLO, SAN JUAN COUNTY, 260 YARDS NORTH OF A STEEP ROCK CUT, 110
 HM0162'YARDS WEST OF THE HIGHWAY, 90 FEET SOUTH OF A BRIDGE OVER A RAVINE, 30
 HM0162'FEET EAST OF THE CENTERLINE OF THE ABANDONED HIGHWAY, AND IN BEDROCK.
 HM0162'A STANDARD DISK, STAMPED 6852.371 A 22 1933.
 HM0162
 HM0162                          STATION RECOVERY (1980)
 HM0162
 HM0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0162'5.7 MILES SOUTH ALONG US 163 FROM THE COURT HOUSE AT MONTICELLO, SAN
 HM0162'JUAN CO., 260 YARD NORTH OF A STEEP ROCK CUT, 110 YARDS WEST OF THE
 HM0162'CENTER OF THE HIGHWAY, 90 FEET SOUTH OF A DRAING CROSSING ON THE OLD
 HM0162'ROAD GRADE, 30 FEET EAST OF THE OLD ROAD GRADE, AND IN BEDROCK, A
 HM0162'STANDRARD TABLET STAMPED 6852.371 A 22 1933.
 HM0162
 HM0162                          STATION RECOVERY (1980)
 HM0162
 HM0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0162'5.7 MILES SOUTH ALONG US 163 FROM THE COURT HOUSE AT MONTICELLO, SAN
 HM0162'JUAN CO., 260 YARD NORTH OF A STEEP ROCK CUT, 110 YARDS WEST OF THE
 HM0162'CENTER OF THE HIGHWAY, 90 FEET SOUTH OF A DRAING CROSSING ON THE OLD
 HM0162'ROAD GRADE, 30 FEET EAST OF THE OLD ROAD GRADE, AND IN BEDROCK, A
 HM0162'STANDRARD TABLET STAMPED 6852.371 A 22 1933.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0229 ***********************************************************************
 HM0229  DESIGNATION -  A 23
 HM0229  PID         -  HM0229
 HM0229  STATE/COUNTY-  UT/SAN JUAN
 HM0229  COUNTRY     -  US
 HM0229  USGS QUAD   -  BIG BENCH (2017)
 HM0229
 HM0229                         *CURRENT SURVEY CONTROL
 HM0229  ______________________________________________________________________
 HM0229* NAD 83(1986) POSITION- 37 28 35.     (N) 109 27 56.     (W)   SCALED
 HM0229* NAVD 88 ORTHO HEIGHT -  1618.205 (meters)     5309.06  (feet) ADJUSTED
 HM0229  ______________________________________________________________________
 HM0229  GEOID HEIGHT    -        -20.463 (meters)                     GEOID18
 HM0229  DYNAMIC HEIGHT  -       1616.341 (meters)     5302.95  (feet) COMP
 HM0229  MODELED GRAVITY -    979,421.8   (mgal)                       NAVD 88
 HM0229
 HM0229  VERT ORDER      -  FIRST     CLASS II
 HM0229
 HM0229.The horizontal coordinates were scaled from a map and have
 HM0229.an estimated accuracy of +/- 6 seconds.
 HM0229
 HM0229.The orthometric height was determined by differential leveling and
 HM0229.adjusted by the NATIONAL GEODETIC SURVEY
 HM0229.in June 1991.
 HM0229
 HM0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0229.GEOID18 height accuracy estimate available here.
 HM0229
 HM0229.Click photographs - Photos may exist for this station.
 HM0229
 HM0229.The dynamic height is computed by dividing the NAVD 88
 HM0229.geopotential number by the normal gravity value computed on the
 HM0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0229.degrees latitude (g = 980.6199 gals.).
 HM0229
 HM0229.The modeled gravity was interpolated from observed gravity values.
 HM0229
 HM0229;                    North         East    Units  Estimated Accuracy
 HM0229;SPC UT S     - 3,091,820.      679,930.      MT  (+/- 180 meters Scaled)
 HM0229
 HM0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG356488(NAD 83)
 HM0229
 HM0229                          SUPERSEDED SURVEY CONTROL
 HM0229
 HM0229  NGVD 29 (??/??/92) 1617.187  (m)         5305.72   (f) ADJ UNCH    1 2
 HM0229
 HM0229.Superseded values are not recommended for survey control.
 HM0229
 HM0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0229.See file dsdata.pdf to determine how the superseded data were derived.
 HM0229
 HM0229_MARKER: DD = SURVEY DISK
 HM0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HM0229_SP_SET: SWALE
 HM0229_STAMPING: 5305.721 A 23 1933
 HM0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0229
 HM0229  HISTORY     - Date     Condition        Report By
 HM0229  HISTORY     - 1933     MONUMENTED       CGS
 HM0229  HISTORY     - 1957     GOOD             USGS
 HM0229
 HM0229                          STATION DESCRIPTION
 HM0229
 HM0229'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 HM0229'11.6 MI S FROM BLANDING.
 HM0229'11.6 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE HIGH SCHOOL AT
 HM0229'BLANDING, SAN JUAN COUNTY, IN A LOW SWALE BETWEEN TWO CURVES, 45 FEET
 HM0229'NORTHEAST OF A SMALL WOODEN CULVERT, 35 FEET EAST OF THE CENTERLINE OF
 HM0229'THE HIGHWAY, AND IN BEDROCK.  A STANDARD DISK, STAMPED 5305.721 A 23
 HM0229'1933.  NOTE-- THIS MARKER IS ON REMNANT OF OLD HIGHWAY 370 FEET EAST
 HM0229'OF NEW HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0192 ***********************************************************************
 JO0192  DESIGNATION -  A 231
 JO0192  PID         -  JO0192
 JO0192  STATE/COUNTY-  UT/BEAVER
 JO0192  COUNTRY     -  US
 JO0192  USGS QUAD   -  BLACK RIDGE (2017)
 JO0192
 JO0192                         *CURRENT SURVEY CONTROL
 JO0192  ______________________________________________________________________
 JO0192* NAD 83(1986) POSITION- 38 16 36.     (N) 112 37 15.     (W)   SCALED
 JO0192* NAVD 88 ORTHO HEIGHT -  1823.491 (meters)     5982.57  (feet) ADJUSTED
 JO0192  ______________________________________________________________________
 JO0192  GEOID HEIGHT    -        -20.110 (meters)                     GEOID18
 JO0192  DYNAMIC HEIGHT  -       1821.408 (meters)     5975.74  (feet) COMP
 JO0192  MODELED GRAVITY -    979,422.9   (mgal)                       NAVD 88
 JO0192
 JO0192  VERT ORDER      -  SECOND    CLASS 0
 JO0192
 JO0192.The horizontal coordinates were scaled from a map and have
 JO0192.an estimated accuracy of +/- 6 seconds.
 JO0192
 JO0192.The orthometric height was determined by differential leveling and
 JO0192.adjusted by the NATIONAL GEODETIC SURVEY
 JO0192.in June 1991.
 JO0192
 JO0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0192.GEOID18 height accuracy estimate available here.
 JO0192
 JO0192.Click photographs - Photos may exist for this station.
 JO0192
 JO0192.The dynamic height is computed by dividing the NAVD 88
 JO0192.geopotential number by the normal gravity value computed on the
 JO0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0192.degrees latitude (g = 980.6199 gals.).
 JO0192
 JO0192.The modeled gravity was interpolated from observed gravity values.
 JO0192
 JO0192;                    North         East    Units  Estimated Accuracy
 JO0192;SPC UT S     - 3,179,280.      401,930.      MT  (+/- 180 meters Scaled)
 JO0192
 JO0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH582377(NAD 83)
 JO0192
 JO0192                          SUPERSEDED SURVEY CONTROL
 JO0192
 JO0192  NGVD 29 (??/??/92) 1822.257  (m)         5978.52   (f) ADJ UNCH    2 0
 JO0192
 JO0192.Superseded values are not recommended for survey control.
 JO0192
 JO0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0192.See file dsdata.pdf to determine how the superseded data were derived.
 JO0192
 JO0192_MARKER: DB = BENCH MARK DISK
 JO0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0192_STAMPING: A 231 1935
 JO0192_MARK LOGO: CGS
 JO0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0192+STABILITY: SURFACE MOTION
 JO0192
 JO0192  HISTORY     - Date     Condition        Report By
 JO0192  HISTORY     - 1935     MONUMENTED       CGS
 JO0192  HISTORY     - 1984     MARK NOT FOUND   USGS
 JO0192
 JO0192                          STATION DESCRIPTION
 JO0192
 JO0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0192'1.1 MI E FROM BEAVER.
 JO0192'ABOUT 1.1 MILES EAST ALONG STATE HIGHWAY 21 FROM BEAVER, BEAVER
 JO0192'COUNTY, ABOUT 700 FEET EAST OF A HOUSE, ABOUT 50 FEET EAST OF THE
 JO0192'CENTER LINE OF A SMALL CREEK, ABOUT 32 FEET WEST OF THE CENTER OF A
 JO0192'DIRT-ROAD CROSSING, ABOUT 44 FEET SOUTH OF THE CENTER LINE OF THE
 JO0192'HIGHWAY, 22 FEET WEST OF A FENCE CORNER, AND 4 FEET NORTH OF THE
 JO0192'FENCE.  A STANDARD DISK, STAMPED A 231 1935 AND SET IN THE TOP OF A
 JO0192'CONCRETE POST.
 JO0192
 JO0192                          STATION RECOVERY (1984)
 JO0192
 JO0192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JO0192'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0125 ***********************************************************************
 JO0125  DESIGNATION -  A 232
 JO0125  PID         -  JO0125
 JO0125  STATE/COUNTY-  UT/PIUTE
 JO0125  COUNTRY     -  US
 JO0125  USGS QUAD   -  CIRCLEVILLE (2017)
 JO0125
 JO0125                         *CURRENT SURVEY CONTROL
 JO0125  ______________________________________________________________________
 JO0125* NAD 83(1986) POSITION- 38 14 24.     (N) 112 22 17.     (W)   SCALED
 JO0125* NAVD 88 ORTHO HEIGHT -  2928.517 (meters)     9607.98  (feet) ADJUSTED
 JO0125  ______________________________________________________________________
 JO0125  GEOID HEIGHT    -        -19.032 (meters)                     GEOID18
 JO0125  DYNAMIC HEIGHT  -       2924.642 (meters)     9595.26  (feet) COMP
 JO0125  MODELED GRAVITY -    979,198.3   (mgal)                       NAVD 88
 JO0125
 JO0125  VERT ORDER      -  SECOND    CLASS 0
 JO0125
 JO0125.The horizontal coordinates were scaled from a map and have
 JO0125.an estimated accuracy of +/- 6 seconds.
 JO0125
 JO0125.The orthometric height was determined by differential leveling and
 JO0125.adjusted by the NATIONAL GEODETIC SURVEY
 JO0125.in June 1991.
 JO0125
 JO0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0125.GEOID18 height accuracy estimate available here.
 JO0125
 JO0125.Click photographs - Photos may exist for this station.
 JO0125
 JO0125.The dynamic height is computed by dividing the NAVD 88
 JO0125.geopotential number by the normal gravity value computed on the
 JO0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0125.degrees latitude (g = 980.6199 gals.).
 JO0125
 JO0125.The modeled gravity was interpolated from observed gravity values.
 JO0125
 JO0125;                    North         East    Units  Estimated Accuracy
 JO0125;SPC UT S     - 3,174,970.      423,720.      MT  (+/- 180 meters Scaled)
 JO0125
 JO0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH799333(NAD 83)
 JO0125
 JO0125                          SUPERSEDED SURVEY CONTROL
 JO0125
 JO0125  NGVD 29 (??/??/92) 2926.960  (m)         9602.87   (f) ADJ UNCH    2 0
 JO0125
 JO0125.Superseded values are not recommended for survey control.
 JO0125
 JO0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0125.See file dsdata.pdf to determine how the superseded data were derived.
 JO0125
 JO0125_MARKER: DB = BENCH MARK DISK
 JO0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0125_STAMPING: A 232 1935
 JO0125_MARK LOGO: CGS
 JO0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0125+STABILITY: SURFACE MOTION
 JO0125
 JO0125  HISTORY     - Date     Condition        Report By
 JO0125  HISTORY     - 1935     MONUMENTED       CGS
 JO0125
 JO0125                          STATION DESCRIPTION
 JO0125
 JO0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0125'12.5 MI NW FROM JUNCTION.
 JO0125'ABOUT 12.5 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM JUNCTION, PIUTE
 JO0125'COUNTY, AT THE EDGE OF A PINE FOREST, ABOUT 65 FEET EAST AT THE POINT
 JO0125'OF A CURVE, AT A BANK, 20 FEET SOUTH OF THE CENTER LINE OF THE
 JO0125'HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE ROADWAY.  A STANDARD DISK,
 JO0125'STAMPED A 232 1935 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0262 ***********************************************************************
 MS0262  DESIGNATION -  A 234
 MS0262  PID         -  MS0262
 MS0262  STATE/COUNTY-  UT/BOX ELDER
 MS0262  COUNTRY     -  US
 MS0262  USGS QUAD   -  MONUMENT PEAK NW (2017)
 MS0262
 MS0262                         *CURRENT SURVEY CONTROL
 MS0262  ______________________________________________________________________
 MS0262* NAD 83(1986) POSITION- 41 59 04.14   (N) 112 56 41.07   (W)   HD_HELD1
 MS0262* NAVD 88 ORTHO HEIGHT -  1357.275 (meters)     4452.99  (feet) ADJUSTED
 MS0262  ______________________________________________________________________
 MS0262  GEOID HEIGHT    -        -14.937 (meters)                     GEOID18
 MS0262  DYNAMIC HEIGHT  -       1356.376 (meters)     4450.04  (feet) COMP
 MS0262  MODELED GRAVITY -    979,913.4   (mgal)                       NAVD 88
 MS0262
 MS0262  VERT ORDER      -  SECOND    CLASS 0
 MS0262
 MS0262.The horizontal coordinates were determined by differentially corrected
 MS0262.hand held GPS observations or other comparable positioning techniques
 MS0262.and have an estimated accuracy of +/- 3 meters.
 MS0262
 MS0262.The orthometric height was determined by differential leveling and
 MS0262.adjusted by the NATIONAL GEODETIC SURVEY
 MS0262.in June 1991.
 MS0262
 MS0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0262.GEOID18 height accuracy estimate available here.
 MS0262
 MS0262.Click photographs - Photos may exist for this station.
 MS0262
 MS0262.The dynamic height is computed by dividing the NAVD 88
 MS0262.geopotential number by the normal gravity value computed on the
 MS0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0262.degrees latitude (g = 980.6199 gals.).
 MS0262
 MS0262.The modeled gravity was interpolated from observed gravity values.
 MS0262
 MS0262;                    North         East    Units  Estimated Accuracy
 MS0262;SPC UT N     - 1,184,365.7     380,273.8     MT  (+/- 3 meters HH1 GPS) 
 MS0262
 MS0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM3889849882(NAD 83)
 MS0262
 MS0262                          SUPERSEDED SURVEY CONTROL
 MS0262
 MS0262  NGVD 29 (??/??/92) 1356.246  (m)         4449.62   (f) ADJ UNCH    2 0
 MS0262
 MS0262.Superseded values are not recommended for survey control.
 MS0262
 MS0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0262.See file dsdata.pdf to determine how the superseded data were derived.
 MS0262
 MS0262_MARKER: DB = BENCH MARK DISK
 MS0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0262_STAMPING: A 234 1935
 MS0262_MARK LOGO: CGS
 MS0262_PROJECTION: PROJECTING 20 CENTIMETERS
 MS0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0262+STABILITY: SURFACE MOTION
 MS0262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0262+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2020
 MS0262
 MS0262  HISTORY     - Date     Condition        Report By
 MS0262  HISTORY     - 1935     MONUMENTED       CGS
 MS0262  HISTORY     - 1960     GOOD             CGS
 MS0262  HISTORY     - 20131031 GOOD             GEOCAC
 MS0262  HISTORY     - 20200405 GOOD             INDIV
 MS0262
 MS0262                          STATION DESCRIPTION
 MS0262
 MS0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MS0262'12.0 MI W FROM SNOWVILLE.
 MS0262'12 MILE WEST ALONG U.S. HIGHWAY 30 S FROM SNOWVILLE TO JUNCTION WITH
 MS0262'THE GRAVEL ROAD NORTH TOWARDS BLACK PINE AND JUNIPER, THENCE NORTH
 MS0262'ALONG THIS ROAD FOR 1.2 MILE, 57 FEET WEST FROM THE CENTER LINE OF THE
 MS0262'ROAD, SET IN A PRECAST CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 MS0262
 MS0262                          STATION RECOVERY (2013)
 MS0262
 MS0262'RECOVERY NOTE BY GEOCACHING 2013 (BRB)
 MS0262'RECOVERED IN GOOD CONDITION.
 MS0262
 MS0262                          STATION RECOVERY (2020)
 MS0262
 MS0262'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 MS0262'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0153 ***********************************************************************
 KN0153  DESIGNATION -  A 239
 KN0153  PID         -  KN0153
 KN0153  STATE/COUNTY-  UT/UTAH
 KN0153  COUNTRY     -  US
 KN0153  USGS QUAD   -  COLTON (2017)
 KN0153
 KN0153                         *CURRENT SURVEY CONTROL
 KN0153  ______________________________________________________________________
 KN0153* NAD 83(1986) POSITION- 39 49 44.     (N) 111 00 27.     (W)   SCALED
 KN0153* NAVD 88 ORTHO HEIGHT -  2194.620 (meters)     7200.18  (feet) ADJUSTED
 KN0153  ______________________________________________________________________
 KN0153  GEOID HEIGHT    -        -15.859 (meters)                     GEOID18
 KN0153  DYNAMIC HEIGHT  -       2192.281 (meters)     7192.51  (feet) COMP
 KN0153  MODELED GRAVITY -    979,482.0   (mgal)                       NAVD 88
 KN0153
 KN0153  VERT ORDER      -  SECOND    CLASS 0
 KN0153
 KN0153.The horizontal coordinates were scaled from a map and have
 KN0153.an estimated accuracy of +/- 6 seconds.
 KN0153
 KN0153.The orthometric height was determined by differential leveling and
 KN0153.adjusted by the NATIONAL GEODETIC SURVEY
 KN0153.in June 1991.
 KN0153
 KN0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0153.GEOID18 height accuracy estimate available here.
 KN0153
 KN0153.Click photographs - Photos may exist for this station.
 KN0153
 KN0153.The dynamic height is computed by dividing the NAVD 88
 KN0153.geopotential number by the normal gravity value computed on the
 KN0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0153.degrees latitude (g = 980.6199 gals.).
 KN0153
 KN0153.The modeled gravity was interpolated from observed gravity values.
 KN0153
 KN0153;                    North         East    Units  Estimated Accuracy
 KN0153;SPC UT C     - 2,166,150.      542,160.      MT  (+/- 180 meters Scaled)
 KN0153
 KN0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK993087(NAD 83)
 KN0153
 KN0153                          SUPERSEDED SURVEY CONTROL
 KN0153
 KN0153  NGVD 29 (??/??/92) 2193.320  (m)         7195.92   (f) ADJ UNCH    2 0
 KN0153
 KN0153.Superseded values are not recommended for survey control.
 KN0153
 KN0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0153.See file dsdata.pdf to determine how the superseded data were derived.
 KN0153
 KN0153_MARKER: DB = BENCH MARK DISK
 KN0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0153_STAMPING: A 239 1935
 KN0153_MARK LOGO: CGS
 KN0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0153+STABILITY: SURFACE MOTION
 KN0153
 KN0153  HISTORY     - Date     Condition        Report By
 KN0153  HISTORY     - 1935     MONUMENTED       CGS
 KN0153
 KN0153                          STATION DESCRIPTION
 KN0153
 KN0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0153'1.3 MI SW FROM COLTON.
 KN0153'ABOUT 1.3 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 KN0153'RAILROAD FROM COLTON, UTAH COUNTY, ABOUT 45 YARDS WEST OF MILEPOST C
 KN0153'1, AND ABOUT 8 YARDS WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD
 KN0153'DISK, STAMPED A 239 1935 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0251 ***********************************************************************
 HM0251  DESIGNATION -  A 24
 HM0251  PID         -  HM0251
 HM0251  STATE/COUNTY-  UT/SAN JUAN
 HM0251  COUNTRY     -  US
 HM0251  USGS QUAD   -  MEXICAN HAT (2017)
 HM0251
 HM0251                         *CURRENT SURVEY CONTROL
 HM0251  ______________________________________________________________________
 HM0251* NAD 83(1986) POSITION- 37 14 40.     (N) 109 46 48.     (W)   SCALED
 HM0251* NAVD 88 ORTHO HEIGHT -  1457.353 (meters)     4781.33  (feet) ADJUSTED
 HM0251  ______________________________________________________________________
 HM0251  GEOID HEIGHT    -        -20.651 (meters)                     GEOID18
 HM0251  DYNAMIC HEIGHT  -       1455.715 (meters)     4775.96  (feet) COMP
 HM0251  MODELED GRAVITY -    979,456.0   (mgal)                       NAVD 88
 HM0251
 HM0251  VERT ORDER      -  FIRST     CLASS II
 HM0251
 HM0251.The horizontal coordinates were scaled from a map and have
 HM0251.an estimated accuracy of +/- 6 seconds.
 HM0251
 HM0251.The orthometric height was determined by differential leveling and
 HM0251.adjusted by the NATIONAL GEODETIC SURVEY
 HM0251.in June 1991.
 HM0251
 HM0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0251.GEOID18 height accuracy estimate available here.
 HM0251
 HM0251.Click photographs - Photos may exist for this station.
 HM0251
 HM0251.The dynamic height is computed by dividing the NAVD 88
 HM0251.geopotential number by the normal gravity value computed on the
 HM0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0251.degrees latitude (g = 980.6199 gals.).
 HM0251
 HM0251.The modeled gravity was interpolated from observed gravity values.
 HM0251
 HM0251;                    North         East    Units  Estimated Accuracy
 HM0251;SPC UT S     - 3,065,530.      652,600.      MT  (+/- 180 meters Scaled)
 HM0251
 HM0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG082226(NAD 83)
 HM0251
 HM0251                          SUPERSEDED SURVEY CONTROL
 HM0251
 HM0251  NGVD 29 (??/??/92) 1456.417  (m)         4778.26   (f) ADJ UNCH    1 2
 HM0251
 HM0251.Superseded values are not recommended for survey control.
 HM0251
 HM0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0251.See file dsdata.pdf to determine how the superseded data were derived.
 HM0251
 HM0251_MARKER: DB = BENCH MARK DISK
 HM0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0251_STAMPING: 4778.261 A 24 1933
 HM0251_MARK LOGO: CGS
 HM0251_PROJECTION: PROJECTING 15 CENTIMETERS
 HM0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0251+STABILITY: SURFACE MOTION
 HM0251
 HM0251  HISTORY     - Date     Condition        Report By
 HM0251  HISTORY     - 1933     MONUMENTED       CGS
 HM0251  HISTORY     - 1934     GOOD             CGS
 HM0251  HISTORY     - 1983     GOOD             NGS
 HM0251
 HM0251                          STATION DESCRIPTION
 HM0251
 HM0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0251'10.7 MI NE FROM MEXICAN HAT.
 HM0251'10.7 MILES NORTHEAST ALONG STATE HIGHWAY 47 FROM THE NEVILLS STONE
 HM0251'HOUSE AT MEXICAN HAT, SAN JUAN COUNTY, IN A RAVINE AND NORTH OF A FLAT
 HM0251'TOPPED KNOLL 50 YARDS SOUTH OF THE HIGHWAY, 45 YARDS SOUTHWEST OF THE
 HM0251'BOTTOM OF THE RAVINE, 92 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 HM0251'AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED 4778.261
 HM0251'A 24 1933 AND SET IN THE TOP OF A CONCRETE POST.
 HM0251
 HM0251                          STATION RECOVERY (1983)
 HM0251
 HM0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0251'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  15.4 KM
 HM0251'(9.55 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST OFFICE IN
 HM0251'MEXICAN HAT, 0.2 KM (0.1 MI) NORTH OF MILEPOST 31, 45.7 METERS
 HM0251'(150.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 41.2 METERS
 HM0251'(135.2 FT) NORTH OF THE NORTH EDGE OF A HIGHWAY CUT AND BLUFF, AND
 HM0251'28.1 METERS (92.2 FT) NORTH OF THE CENTERLINE OF THE OLD HIGHWAY.
 HM0251'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 HM0251'THE MARK IS 4.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0105 ***********************************************************************
 JN0105  DESIGNATION -  A 25
 JN0105  PID         -  JN0105
 JN0105  STATE/COUNTY-  UT/WAYNE
 JN0105  COUNTRY     -  US
 JN0105  USGS QUAD   -  TOWN POINT (2017)
 JN0105
 JN0105                         *CURRENT SURVEY CONTROL
 JN0105  ______________________________________________________________________
 JN0105* NAD 83(1986) POSITION- 38 20 25.     (N) 110 59 51.     (W)   SCALED
 JN0105* NAVD 88 ORTHO HEIGHT -  1399.891 (meters)     4592.81  (feet) ADJUSTED
 JN0105  ______________________________________________________________________
 JN0105  GEOID HEIGHT    -        -19.814 (meters)                     GEOID18
 JN0105  DYNAMIC HEIGHT  -       1398.436 (meters)     4588.04  (feet) COMP
 JN0105  MODELED GRAVITY -    979,541.6   (mgal)                       NAVD 88
 JN0105
 JN0105  VERT ORDER      -  FIRST     CLASS II
 JN0105
 JN0105.The horizontal coordinates were scaled from a map and have
 JN0105.an estimated accuracy of +/- 6 seconds.
 JN0105
 JN0105.The orthometric height was determined by differential leveling and
 JN0105.adjusted by the NATIONAL GEODETIC SURVEY
 JN0105.in June 1991.
 JN0105
 JN0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0105.GEOID18 height accuracy estimate available here.
 JN0105
 JN0105.Click photographs - Photos may exist for this station.
 JN0105
 JN0105.The dynamic height is computed by dividing the NAVD 88
 JN0105.geopotential number by the normal gravity value computed on the
 JN0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0105.degrees latitude (g = 980.6199 gals.).
 JN0105
 JN0105.The modeled gravity was interpolated from observed gravity values.
 JN0105
 JN0105;                    North         East    Units  Estimated Accuracy
 JN0105;SPC UT S     - 3,185,870.      543,930.      MT  (+/- 180 meters Scaled)
 JN0105
 JN0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH002435(NAD 83)
 JN0105
 JN0105                          SUPERSEDED SURVEY CONTROL
 JN0105
 JN0105  NGVD 29 (??/??/92) 1398.822  (m)         4589.30   (f) ADJ UNCH    1 2
 JN0105
 JN0105.Superseded values are not recommended for survey control.
 JN0105
 JN0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0105.See file dsdata.pdf to determine how the superseded data were derived.
 JN0105
 JN0105_MARKER: DB = BENCH MARK DISK
 JN0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0105_STAMPING: A 25 1934
 JN0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0105+STABILITY: SURFACE MOTION
 JN0105
 JN0105  HISTORY     - Date     Condition        Report By
 JN0105  HISTORY     - 1934     MONUMENTED       CGS
 JN0105  HISTORY     - 1954     MARK NOT FOUND   USGS
 JN0105
 JN0105                          STATION DESCRIPTION
 JN0105
 JN0105'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JN0105'1.5 MI E FROM CAINEVILLE.
 JN0105'1.5 MILES EAST ALONG STATE HIGHWAY 24 FROM THE PUBLIC SCHOOL AT
 JN0105'CAINEVILLE, WAYNE COUNTY, 165 FEET SOUTH OF AN IRRIGATION CANAL, 120
 JN0105'FEET SOUTH OF A COTTONWOOD TREE, 33 FEET SOUTH OF THE CENTERLINE OF
 JN0105'THE HIGHWAY, AND 3 FEET WEST OF A FENCE POST.  A STANDARD DISK,
 JN0105'STAMPED A 25 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0123 ***********************************************************************
 KM0123  DESIGNATION -  A 26
 KM0123  PID         -  KM0123
 KM0123  STATE/COUNTY-  UT/UINTAH
 KM0123  COUNTRY     -  US
 KM0123  USGS QUAD   -  DRAGON (2017)
 KM0123
 KM0123                         *CURRENT SURVEY CONTROL
 KM0123  ______________________________________________________________________
 KM0123* NAD 83(1986) POSITION- 39 45 59.9    (N) 109 03 45.0    (W)   HD_HELD2
 KM0123* NAVD 88 ORTHO HEIGHT -  1781.869 (meters)     5846.02  (feet) ADJUSTED
 KM0123  ______________________________________________________________________
 KM0123  GEOID HEIGHT    -        -16.602 (meters)                     GEOID18
 KM0123  DYNAMIC HEIGHT  -       1780.142 (meters)     5840.35  (feet) COMP
 KM0123  MODELED GRAVITY -    979,593.6   (mgal)                       NAVD 88
 KM0123
 KM0123  VERT ORDER      -  FIRST     CLASS II
 KM0123
 KM0123.The horizontal coordinates were established by autonomous hand held GPS
 KM0123.observations and have an estimated accuracy of +/- 10 meters.
 KM0123
 KM0123.The orthometric height was determined by differential leveling and
 KM0123.adjusted by the NATIONAL GEODETIC SURVEY
 KM0123.in June 1991.
 KM0123
 KM0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0123.GEOID18 height accuracy estimate available here.
 KM0123
 KM0123.Click photographs - Photos may exist for this station.
 KM0123
 KM0123.The dynamic height is computed by dividing the NAVD 88
 KM0123.geopotential number by the normal gravity value computed on the
 KM0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0123.degrees latitude (g = 980.6199 gals.).
 KM0123
 KM0123.The modeled gravity was interpolated from observed gravity values.
 KM0123
 KM0123;                    North         East    Units  Estimated Accuracy
 KM0123;SPC UT C     - 2,161,969.      708,808.      MT  (+/- 10 meters HH2 GPS)
 KM0123
 KM0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK6595103652(NAD 83)
 KM0123
 KM0123                          SUPERSEDED SURVEY CONTROL
 KM0123
 KM0123  NGVD 29 (??/??/92) 1780.628  (m)         5841.94   (f) ADJ UNCH    1 2
 KM0123
 KM0123.Superseded values are not recommended for survey control.
 KM0123
 KM0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0123.See file dsdata.pdf to determine how the superseded data were derived.
 KM0123
 KM0123_MARKER: DB = BENCH MARK DISK
 KM0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0123_STAMPING: A 26 1933 5841.944
 KM0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0123+STABILITY: SURFACE MOTION
 KM0123
 KM0123  HISTORY     - Date     Condition        Report By
 KM0123  HISTORY     - 1933     MONUMENTED       CGS
 KM0123  HISTORY     - 1966     GOOD             USGS
 KM0123
 KM0123                          STATION DESCRIPTION
 KM0123
 KM0123'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0123'23.6 MI S FROM DRAGON.
 KM0123'23.6 MILES SOUTH ALONG THE BAXTER PASS ROAD (STATE HWY. 45) FROM
 KM0123'BONANZA, UINTAH COUNTY, ABOUT 1.4 MILES SOUTHEAST ALONG BAXTER PASS
 KM0123'ROAD FROM A SIGN DESIGNATION THE LOCATION OF THE FORMER TOWN OF
 KM0123'DRAGON, ABOUT 1.7 MILES NORTHWEST OF THE COLORADO, UTAH STATE LINE, 50
 KM0123'FEET WEST OF THE ROAD, 2 FEET EAST OF A METAL WITNESS SIGN.  A
 KM0123'STANDARD DISK, STAMPED 5841.944 A 26 1933 AND SET IN THE TOP OF A
 KM0123'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0267 ***********************************************************************
 LN0267  DESIGNATION -  A 27
 LN0267  PID         -  LN0267
 LN0267  STATE/COUNTY-  UT/UINTAH
 LN0267  COUNTRY     -  US
 LN0267  USGS QUAD   -  RED WASH (2017)
 LN0267
 LN0267                         *CURRENT SURVEY CONTROL
 LN0267  ______________________________________________________________________
 LN0267* NAD 83(1986) POSITION- 40 12 10.     (N) 109 21 17.     (W)   SCALED
 LN0267* NAVD 88 ORTHO HEIGHT -  1703.086 (meters)     5587.54  (feet) ADJUSTED
 LN0267  ______________________________________________________________________
 LN0267  GEOID HEIGHT    -        -17.535 (meters)                     GEOID18
 LN0267  DYNAMIC HEIGHT  -       1701.494 (meters)     5582.32  (feet) COMP
 LN0267  MODELED GRAVITY -    979,631.0   (mgal)                       NAVD 88
 LN0267
 LN0267  VERT ORDER      -  FIRST     CLASS II
 LN0267
 LN0267.The horizontal coordinates were scaled from a map and have
 LN0267.an estimated accuracy of +/- 6 seconds.
 LN0267
 LN0267.The orthometric height was determined by differential leveling and
 LN0267.adjusted by the NATIONAL GEODETIC SURVEY
 LN0267.in June 1991.
 LN0267
 LN0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0267.GEOID18 height accuracy estimate available here.
 LN0267
 LN0267.Click photographs - Photos may exist for this station.
 LN0267
 LN0267.The dynamic height is computed by dividing the NAVD 88
 LN0267.geopotential number by the normal gravity value computed on the
 LN0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0267.degrees latitude (g = 980.6199 gals.).
 LN0267
 LN0267.The modeled gravity was interpolated from observed gravity values.
 LN0267
 LN0267;                    North         East    Units  Estimated Accuracy
 LN0267;SPC UT C     - 2,209,740.      682,620.      MT  (+/- 180 meters Scaled)
 LN0267
 LN0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK400515(NAD 83)
 LN0267
 LN0267                          SUPERSEDED SURVEY CONTROL
 LN0267
 LN0267  NGVD 29 (??/??/92) 1701.854  (m)         5583.50   (f) ADJ UNCH    1 2
 LN0267
 LN0267.Superseded values are not recommended for survey control.
 LN0267
 LN0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0267.See file dsdata.pdf to determine how the superseded data were derived.
 LN0267
 LN0267_MARKER: DB = BENCH MARK DISK
 LN0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0267_STAMPING: 5583.499 A 27 1933
 LN0267_MARK LOGO: CGS
 LN0267_MAGNETIC: N = NO MAGNETIC MATERIAL
 LN0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0267+STABILITY: SURFACE MOTION
 LN0267
 LN0267  HISTORY     - Date     Condition        Report By
 LN0267  HISTORY     - 1933     MONUMENTED       CGS
 LN0267  HISTORY     - 1949     GOOD             CGS
 LN0267  HISTORY     - 19811008 GOOD             NGS
 LN0267
 LN0267                          STATION DESCRIPTION
 LN0267
 LN0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LN0267'15.4 MI SE FROM JENSEN.
 LN0267'15.4 MILES SOUTHEAST ALONG THE WATSON-JENSEN ROAD FROM JENSEN, UINTAH
 LN0267'COUNTY, 100 FEET SOUTHWEST OF USC AND GS TRIANGULATION POINT BADLAND,
 LN0267'35 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 LN0267'STAMPED 5583.499 A 27 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LN0267
 LN0267                          STATION RECOVERY (1981)
 LN0267
 LN0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LN0267'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0717 ***********************************************************************
 LN0717  DESIGNATION -  A 27 RESET
 LN0717  PID         -  LN0717
 LN0717  STATE/COUNTY-  UT/UINTAH
 LN0717  COUNTRY     -  US
 LN0717  USGS QUAD   -  RED WASH (2017)
 LN0717
 LN0717                         *CURRENT SURVEY CONTROL
 LN0717  ______________________________________________________________________
 LN0717* NAD 83(1986) POSITION- 40 12 12.8    (N) 109 21 14.0    (W)   HD_HELD2
 LN0717* NAVD 88 ORTHO HEIGHT -  1704.27  (meters)     5591.4   (feet) RESET
 LN0717  ______________________________________________________________________
 LN0717  GEOID HEIGHT    -        -17.532 (meters)                     GEOID18
 LN0717  VERT ORDER      -  THIRD
 LN0717
 LN0717.The horizontal coordinates were established by autonomous hand held GPS
 LN0717.observations and have an estimated accuracy of +/- 10 meters.
 LN0717
 LN0717.The orthometric height was computed from unverified reset data.
 LN0717
 LN0717.No vertical observational check was made to the station.
 LN0717
 LN0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0717.GEOID18 height accuracy estimate available here.
 LN0717
 LN0717.Click photographs - Photos may exist for this station.
 LN0717
 LN0717;                    North         East    Units  Estimated Accuracy
 LN0717;SPC UT C     - 2,209,823.      682,687.      MT  (+/- 10 meters HH2 GPS)
 LN0717
 LN0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK4009651649(NAD 83)
 LN0717
 LN0717                          SUPERSEDED SURVEY CONTROL
 LN0717
 LN0717  NGVD 29 (07/25/12) 1703.03   (m)         5587.4    (f) RESET       3  
 LN0717
 LN0717.Superseded values are not recommended for survey control.
 LN0717
 LN0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0717.See file dsdata.pdf to determine how the superseded data were derived.
 LN0717
 LN0717_MARKER: DV = VERTICAL CONTROL DISK
 LN0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0717_STAMPING: A 27 RESET 1981
 LN0717_MARK LOGO: NGS
 LN0717_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LN0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0717+STABILITY: SURFACE MOTION
 LN0717
 LN0717  HISTORY     - Date     Condition        Report By
 LN0717  HISTORY     - 1981     MONUMENTED       NGS
 LN0717  HISTORY     - 19811231 GOOD             NGS
 LN0717
 LN0717                          STATION DESCRIPTION
 LN0717
 LN0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 LN0717'24.8 KM (15.40 MI) SOUTHEAST OF JENSEN AND ON THE WATSON-JENSEN
 LN0717'HIGHWAY, 54 FEET (16.5 M) NORTH FROM THE CENTER OF THE PAVED ROAD,
 LN0717'47.8 FEET (14.6 M) SOUTHEAST FROM TRIANGULATION STATION BADLAND, 31.0
 LN0717'FEET (9.4 M) SOUTH FROM AN OLD FENCE LINE, AND ON THE TOP OF A ROAD
 LN0717'CUT.
 LN0717
 LN0717                          STATION RECOVERY (1981)
 LN0717
 LN0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 LN0717'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES, 30 CM IN
 LN0717'DIAMETER, FLUSH WITH GROUND.  REFERENCE MARK NUMBER 4, IS A STANDARD
 LN0717'NGS DISK, STAMPED A 27 RESET 1981.  AN IRON ROD WAS SET IN THE
 LN0717'MONUMENT.  THE STATION IS LOCATED 54.0 FT (16.5 M) NORTH FROM THE
 LN0717'CENTER OF THE PAVED ROAD.  31.0 FT (9.4 M) SOUTH FROM AN OLD CORNER
 LN0717'FENCE POST.  4.0 FT (1.2 M) NORTH FROM A METAL WITNESS POST WITH SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0199 ***********************************************************************
 LN0199  DESIGNATION -  A 28
 LN0199  PID         -  LN0199
 LN0199  STATE/COUNTY-  UT/UINTAH
 LN0199  COUNTRY     -  US
 LN0199  USGS QUAD   -  DONKEY FLAT (2017)
 LN0199
 LN0199                         *CURRENT SURVEY CONTROL
 LN0199  ______________________________________________________________________
 LN0199* NAD 83(1986) POSITION- 40 35 21.     (N) 109 27 57.     (W)   SCALED
 LN0199* NAVD 88 ORTHO HEIGHT -  1719.933 (meters)     5642.81  (feet) ADJUSTED
 LN0199  ______________________________________________________________________
 LN0199  GEOID HEIGHT    -        -15.505 (meters)                     GEOID18
 LN0199  DYNAMIC HEIGHT  -       1718.374 (meters)     5637.70  (feet) COMP
 LN0199  MODELED GRAVITY -    979,658.3   (mgal)                       NAVD 88
 LN0199
 LN0199  VERT ORDER      -  FIRST     CLASS II
 LN0199
 LN0199.The horizontal coordinates were scaled from a map and have
 LN0199.an estimated accuracy of +/- 6 seconds.
 LN0199
 LN0199.The orthometric height was determined by differential leveling and
 LN0199.adjusted by the NATIONAL GEODETIC SURVEY
 LN0199.in June 1991.
 LN0199
 LN0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0199.GEOID18 height accuracy estimate available here.
 LN0199
 LN0199.Click photographs - Photos may exist for this station.
 LN0199
 LN0199.The dynamic height is computed by dividing the NAVD 88
 LN0199.geopotential number by the normal gravity value computed on the
 LN0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0199.degrees latitude (g = 980.6199 gals.).
 LN0199
 LN0199.The modeled gravity was interpolated from observed gravity values.
 LN0199
 LN0199;                    North         East    Units  Estimated Accuracy
 LN0199;SPC UT C     - 2,252,410.      672,190.      MT  (+/- 180 meters Scaled)
 LN0199
 LN0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK298942(NAD 83)
 LN0199
 LN0199                          SUPERSEDED SURVEY CONTROL
 LN0199
 LN0199  NGVD 29 (??/??/92) 1718.666  (m)         5638.66   (f) ADJ UNCH    1 2
 LN0199
 LN0199.Superseded values are not recommended for survey control.
 LN0199
 LN0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0199.See file dsdata.pdf to determine how the superseded data were derived.
 LN0199
 LN0199_MARKER: DB = BENCH MARK DISK
 LN0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0199_STAMPING: 5638.657 A 28 1933
 LN0199_MARK LOGO: CGS
 LN0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0199+STABILITY: SURFACE MOTION
 LN0199
 LN0199  HISTORY     - Date     Condition        Report By
 LN0199  HISTORY     - 1933     MONUMENTED       CGS
 LN0199  HISTORY     - 1964     GOOD             USGS
 LN0199  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0199
 LN0199                          STATION DESCRIPTION
 LN0199
 LN0199'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LN0199'11.2 MI N FROM VERNAL.
 LN0199'ABOUT 11.2 MILES NORTH ALONG STATE HIGHWAY 44 FROM JUNCTION OF U.S.
 LN0199'HIGHWAY 40 AND STATE HIGHWAY 44 AT VERNAL, TO ROAD EAST, TAKE ROAD
 LN0199'EAST FOR 200 FEET AND PASS THROUGH WIRE GATE THENCE LEFT FOR 0.2 MILES
 LN0199'TO WASHED OUT BRIDGE AND END OF TRUCK TRAVEL, BENCH MARK IS 55 EAST OF
 LN0199'CENTERLINE OF OLD HIGHWAY AT THE SOUTH END OF A WIND BLOWN CAVE AND
 LN0199'ABOUT 70 FEET NORTH OF CREEK.
 LN0199
 LN0199                          STATION RECOVERY (1984)
 LN0199
 LN0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0199'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0335 ***********************************************************************
 LN0335  DESIGNATION -  A 29
 LN0335  PID         -  LN0335
 LN0335  STATE/COUNTY-  UT/DAGGETT
 LN0335  COUNTRY     -  US
 LN0335  USGS QUAD   -  ELK PARK (2017)
 LN0335
 LN0335                         *CURRENT SURVEY CONTROL
 LN0335  ______________________________________________________________________
 LN0335* NAD 83(1986) POSITION- 40 51 59.     (N) 109 44 54.     (W)   SCALED
 LN0335* NAVD 88 ORTHO HEIGHT -  2415.625 (meters)     7925.26  (feet) ADJUSTED
 LN0335  ______________________________________________________________________
 LN0335  GEOID HEIGHT    -        -13.128 (meters)                     GEOID18
 LN0335  DYNAMIC HEIGHT  -       2413.290 (meters)     7917.60  (feet) COMP
 LN0335  MODELED GRAVITY -    979,569.6   (mgal)                       NAVD 88
 LN0335
 LN0335  VERT ORDER      -  FIRST     CLASS II
 LN0335
 LN0335.The horizontal coordinates were scaled from a map and have
 LN0335.an estimated accuracy of +/- 6 seconds.
 LN0335
 LN0335.The orthometric height was determined by differential leveling and
 LN0335.adjusted by the NATIONAL GEODETIC SURVEY
 LN0335.in June 1991.
 LN0335
 LN0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0335.GEOID18 height accuracy estimate available here.
 LN0335
 LN0335.Click photographs - Photos may exist for this station.
 LN0335
 LN0335.The dynamic height is computed by dividing the NAVD 88
 LN0335.geopotential number by the normal gravity value computed on the
 LN0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0335.degrees latitude (g = 980.6199 gals.).
 LN0335
 LN0335.The modeled gravity was interpolated from observed gravity values.
 LN0335
 LN0335;                    North         East    Units  Estimated Accuracy
 LN0335;SPC UT N     - 1,060,680.      647,660.      MT  (+/- 180 meters Scaled)
 LN0335
 LN0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL054246(NAD 83)
 LN0335
 LN0335                          SUPERSEDED SURVEY CONTROL
 LN0335
 LN0335  NGVD 29 (??/??/92) 2414.248  (m)         7920.75   (f) ADJ UNCH    1 2
 LN0335
 LN0335.Superseded values are not recommended for survey control.
 LN0335
 LN0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0335.See file dsdata.pdf to determine how the superseded data were derived.
 LN0335
 LN0335_MARKER: DB = BENCH MARK DISK
 LN0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0335_STAMPING: 7920.745 A 29 1933
 LN0335_MARK LOGO: CGS
 LN0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0335+STABILITY: SURFACE MOTION
 LN0335
 LN0335  HISTORY     - Date     Condition        Report By
 LN0335  HISTORY     - 1933     MONUMENTED       CGS
 LN0335  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0335
 LN0335                          STATION DESCRIPTION
 LN0335
 LN0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0335'18.5 MI S FROM MANILA.
 LN0335'ABOUT 18.5 MILES SOUTH ALONG STATE HIGHWAY 44 FROM MANILA, DAGGETT
 LN0335'COUNTY, ABOUT 1.1 MILES NORTH OF THE CARTER CREEK BRIDGE, IN THE
 LN0335'BOTTOM OF A RAVINE, ABOUT 150 FEET NORTH OF A STREAM CROSSING, ON AN
 LN0335'OPEN FLAT, ABOUT 50 FEET WEST OF A SMALL STREAM, AND 31 FEET EAST OF
 LN0335'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 7920.745 A
 LN0335'29 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LN0335
 LN0335                          STATION RECOVERY (1984)
 LN0335
 LN0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0335'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0032 ***********************************************************************
 LP0032  DESIGNATION -  A 3
 LP0032  PID         -  LP0032
 LP0032  STATE/COUNTY-  UT/TOOELE
 LP0032  COUNTRY     -  US
 LP0032  USGS QUAD   -  VERNON NE (2017)
 LP0032
 LP0032                         *CURRENT SURVEY CONTROL
 LP0032  ______________________________________________________________________
 LP0032* NAD 83(1986) POSITION- 40 08 34.     (N) 112 21 13.     (W)   SCALED
 LP0032* NAVD 88 ORTHO HEIGHT -  1647.637 (meters)     5405.62  (feet) POSTED
 LP0032  ______________________________________________________________________
 LP0032  GEOID HEIGHT    -        -17.796 (meters)                     GEOID18
 LP0032  DYNAMIC HEIGHT  -       1646.15  (meters)     5400.7   (feet) COMP
 LP0032  MODELED GRAVITY -    979,668.0   (mgal)                       NAVD 88
 LP0032
 LP0032  VERT ORDER      -  * POSTED, SEE BELOW
 LP0032
 LP0032.The horizontal coordinates were scaled from a map and have
 LP0032.an estimated accuracy of +/- 6 seconds.
 LP0032
 LP0032.The orthometric height was determined by differential leveling
 LP0032.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LP0032
 LP0032.* This is a POSTED BENCH MARK height.
 LP0032
 LP0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0032.GEOID18 height accuracy estimate available here.
 LP0032
 LP0032.Click photographs - Photos may exist for this station.
 LP0032
 LP0032.The dynamic height is computed by dividing the NAVD 88
 LP0032.geopotential number by the normal gravity value computed on the
 LP0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0032.degrees latitude (g = 980.6199 gals.).
 LP0032
 LP0032.The modeled gravity was interpolated from observed gravity values.
 LP0032
 LP0032;                    North         East    Units  Estimated Accuracy
 LP0032;SPC UT C     - 2,201,230.      427,270.      MT  (+/- 180 meters Scaled)
 LP0032
 LP0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK846444(NAD 83)
 LP0032
 LP0032                          SUPERSEDED SURVEY CONTROL
 LP0032
 LP0032  NGVD 29 (??/??/92) 1646.464  (m)         5401.77   (f) ADJ UNCH    1 2
 LP0032
 LP0032.Superseded values are not recommended for survey control.
 LP0032
 LP0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0032.See file dsdata.pdf to determine how the superseded data were derived.
 LP0032
 LP0032_MARKER: B = BOLT
 LP0032_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0032_SP_SET: CULVERT HEADWALL
 LP0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0032+STABILITY: SURFACE MOTION
 LP0032
 LP0032  HISTORY     - Date     Condition        Report By
 LP0032  HISTORY     - 1908     MONUMENTED       CGS
 LP0032  HISTORY     - 1934     GOOD             CGS
 LP0032
 LP0032                          STATION DESCRIPTION
 LP0032
 LP0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0032'4 MI S FROM FAUST.
 LP0032'ABOUT 4 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM FAUST,
 LP0032'TOOELE COUNTY, ABOUT 3-1/2 POLES NORTH OF MILE POLE 717, AT CULVERT
 LP0032'719.57, IN THE NORTH END OF THE WEST HEAD WALL, ABOUT 19 FEET EAST OF
 LP0032'THE CENTER LINE OF THE TRACK, AND ABOUT 6 FEET LOWER THAN THE GRADE. A
 LP0032'COPPER BOLT SURROUNDED BY THE LETTERS US.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0193 ***********************************************************************
 JN0193  DESIGNATION -  A 30
 JN0193  PID         -  JN0193
 JN0193  STATE/COUNTY-  UT/WAYNE
 JN0193  COUNTRY     -  US
 JN0193  USGS QUAD   -  ABES KNOLL (2017)
 JN0193
 JN0193                         *CURRENT SURVEY CONTROL
 JN0193  ______________________________________________________________________
 JN0193* NAD 83(1986) POSITION- 38 26 31.54   (N) 111 47 09.65   (W)   HD_HELD1
 JN0193* NAVD 88 ORTHO HEIGHT -  2477.576 (meters)     8128.51  (feet) ADJUSTED
 JN0193  ______________________________________________________________________
 JN0193  GEOID HEIGHT    -        -17.772 (meters)                     GEOID18
 JN0193  DYNAMIC HEIGHT  -       2474.548 (meters)     8118.58  (feet) COMP
 JN0193  MODELED GRAVITY -    979,316.1   (mgal)                       NAVD 88
 JN0193
 JN0193  VERT ORDER      -  FIRST     CLASS II
 JN0193
 JN0193.The horizontal coordinates were determined by differentially corrected
 JN0193.hand held GPS observations or other comparable positioning techniques
 JN0193.and have an estimated accuracy of +/- 3 meters.
 JN0193
 JN0193.The orthometric height was determined by differential leveling and
 JN0193.adjusted by the NATIONAL GEODETIC SURVEY
 JN0193.in June 1991.
 JN0193
 JN0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0193.GEOID18 height accuracy estimate available here.
 JN0193
 JN0193.Click photographs - Photos may exist for this station.
 JN0193
 JN0193.The dynamic height is computed by dividing the NAVD 88
 JN0193.geopotential number by the normal gravity value computed on the
 JN0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0193.degrees latitude (g = 980.6199 gals.).
 JN0193
 JN0193.The modeled gravity was interpolated from observed gravity values.
 JN0193
 JN0193;                    North         East    Units  Estimated Accuracy
 JN0193;SPC UT S     - 3,197,089.3     475,029.9     MT  (+/- 3 meters HH1 GPS) 
 JN0193
 JN0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH3140555160(NAD 83)
 JN0193
 JN0193                          SUPERSEDED SURVEY CONTROL
 JN0193
 JN0193  NGVD 29 (??/??/92) 2476.138  (m)         8123.80   (f) ADJ UNCH    1 2
 JN0193
 JN0193.Superseded values are not recommended for survey control.
 JN0193
 JN0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0193.See file dsdata.pdf to determine how the superseded data were derived.
 JN0193
 JN0193_MARKER: DB = BENCH MARK DISK
 JN0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0193_STAMPING: A 30 1934
 JN0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0193+STABILITY: SURFACE MOTION
 JN0193
 JN0193  HISTORY     - Date     Condition        Report By
 JN0193  HISTORY     - 1934     MONUMENTED       CGS
 JN0193  HISTORY     - 1963     GOOD             CGS
 JN0193
 JN0193                          STATION DESCRIPTION
 JN0193
 JN0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0193'9.3 MI NW FROM LOA.
 JN0193'9.3 MILES NORTHWEST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE AT
 JN0193'LOA, 229 1/2 FEET NORTH-NORTHEAST OF AND ACROSS OLD HIGHWAY FROM THE
 JN0193'CENTER LINE OF THE HIGHWAY, 42 FEET NORTH-NORTHEAST OF THE CENTER LINE
 JN0193'OF THE OLD HIGHWAY, ABOUT 256 YARDS NORTHWEST OF THE NORTHWEST END OF
 JN0193'A 36-INCH CORRUGATED METAL PIPE CULVERT UNDER THE NEW HIGHWAY, ABOUT
 JN0193'10 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JN0193'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0004 ***********************************************************************
 JO0004  DESIGNATION -  A 31
 JO0004  PID         -  JO0004
 JO0004  STATE/COUNTY-  UT/SEVIER
 JO0004  COUNTRY     -  US
 JO0004  USGS QUAD   -  RICHFIELD (2017)
 JO0004
 JO0004                         *CURRENT SURVEY CONTROL
 JO0004  ______________________________________________________________________
 JO0004* NAD 83(1986) POSITION- 38 47 43.     (N) 112 02 18.     (W)   SCALED
 JO0004* NAVD 88 ORTHO HEIGHT -  1610.320 (meters)     5283.19  (feet) ADJUSTED
 JO0004  ______________________________________________________________________
 JO0004  GEOID HEIGHT    -        -18.827 (meters)                     GEOID18
 JO0004  DYNAMIC HEIGHT  -       1608.593 (meters)     5277.53  (feet) COMP
 JO0004  MODELED GRAVITY -    979,500.2   (mgal)                       NAVD 88
 JO0004
 JO0004  VERT ORDER      -  FIRST     CLASS II
 JO0004
 JO0004.The horizontal coordinates were scaled from a map and have
 JO0004.an estimated accuracy of +/- 6 seconds.
 JO0004
 JO0004.The orthometric height was determined by differential leveling and
 JO0004.adjusted by the NATIONAL GEODETIC SURVEY
 JO0004.in June 1991.
 JO0004
 JO0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0004.GEOID18 height accuracy estimate available here.
 JO0004
 JO0004.Click photographs - Photos may exist for this station.
 JO0004
 JO0004.The dynamic height is computed by dividing the NAVD 88
 JO0004.geopotential number by the normal gravity value computed on the
 JO0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0004.degrees latitude (g = 980.6199 gals.).
 JO0004
 JO0004.The modeled gravity was interpolated from observed gravity values.
 JO0004
 JO0004;                    North         East    Units  Estimated Accuracy
 JO0004;SPC UT C     - 2,051,430.      453,230.      MT  (+/- 180 meters Scaled)
 JO0004
 JO0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH098945(NAD 83)
 JO0004
 JO0004                          SUPERSEDED SURVEY CONTROL
 JO0004
 JO0004  NGVD 29 (??/??/92) 1609.103  (m)         5279.20   (f) ADJ UNCH    1 2
 JO0004
 JO0004.Superseded values are not recommended for survey control.
 JO0004
 JO0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0004.See file dsdata.pdf to determine how the superseded data were derived.
 JO0004
 JO0004_MARKER: DB = BENCH MARK DISK
 JO0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0004_STAMPING: A 31 1934
 JO0004_MARK LOGO: CGS
 JO0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0004+STABILITY: SURFACE MOTION
 JO0004
 JO0004  HISTORY     - Date     Condition        Report By
 JO0004  HISTORY     - 1934     MONUMENTED       CGS
 JO0004
 JO0004                          STATION DESCRIPTION
 JO0004
 JO0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0004'3.2 MI N FROM RICHFIELD.
 JO0004'3.2 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JO0004'THE COURTHOUSE AT RICHFIELD, SEVEIR COUNTY, 488 FEET SOUTHWEST OF
 JO0004'MILEPOST 101, 152 FEET NORTHEAST OF A YELLOW BRICK FARMHOUSE, 104 FEET
 JO0004'WEST OF THE CENTERLINE OF THE TRACK, AND 30 FEET WEST OF THE
 JO0004'CENTERLINE OF U.S. HIGHWAY 89.  A STANDARD DISK, STAMPED A 31 1934 AND
 JO0004'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0151 ***********************************************************************
 JO0151  DESIGNATION -  A 32
 JO0151  PID         -  JO0151
 JO0151  STATE/COUNTY-  UT/BEAVER
 JO0151  COUNTRY     -  US
 JO0151  USGS QUAD   -  GILLIES HILL (2017)
 JO0151
 JO0151                         *CURRENT SURVEY CONTROL
 JO0151  ______________________________________________________________________
 JO0151* NAD 83(1986) POSITION- 38 26 28.     (N) 112 37 52.     (W)   SCALED
 JO0151* NAVD 88 ORTHO HEIGHT -  1929.324 (meters)     6329.79  (feet) ADJUSTED
 JO0151  ______________________________________________________________________
 JO0151  GEOID HEIGHT    -        -19.898 (meters)                     GEOID18
 JO0151  DYNAMIC HEIGHT  -       1927.113 (meters)     6322.54  (feet) COMP
 JO0151  MODELED GRAVITY -    979,414.6   (mgal)                       NAVD 88
 JO0151
 JO0151  VERT ORDER      -  FIRST     CLASS II
 JO0151
 JO0151.The horizontal coordinates were scaled from a map and have
 JO0151.an estimated accuracy of +/- 6 seconds.
 JO0151
 JO0151.The orthometric height was determined by differential leveling and
 JO0151.adjusted by the NATIONAL GEODETIC SURVEY
 JO0151.in June 1991.
 JO0151
 JO0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0151.GEOID18 height accuracy estimate available here.
 JO0151
 JO0151.Click photographs - Photos may exist for this station.
 JO0151
 JO0151.The dynamic height is computed by dividing the NAVD 88
 JO0151.geopotential number by the normal gravity value computed on the
 JO0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0151.degrees latitude (g = 980.6199 gals.).
 JO0151
 JO0151.The modeled gravity was interpolated from observed gravity values.
 JO0151
 JO0151;                    North         East    Units  Estimated Accuracy
 JO0151;SPC UT S     - 3,197,540.      401,250.      MT  (+/- 180 meters Scaled)
 JO0151
 JO0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH576560(NAD 83)
 JO0151
 JO0151                          SUPERSEDED SURVEY CONTROL
 JO0151
 JO0151  NGVD 29 (??/??/92) 1928.031  (m)         6325.55   (f) ADJ UNCH    1 2
 JO0151
 JO0151.Superseded values are not recommended for survey control.
 JO0151
 JO0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0151.See file dsdata.pdf to determine how the superseded data were derived.
 JO0151
 JO0151_MARKER: DB = BENCH MARK DISK
 JO0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0151_STAMPING: A 32 1934
 JO0151_MARK LOGO: CGS
 JO0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0151+STABILITY: SURFACE MOTION
 JO0151
 JO0151  HISTORY     - Date     Condition        Report By
 JO0151  HISTORY     - 1934     MONUMENTED       CGS
 JO0151  HISTORY     - 1954     GOOD             USGS
 JO0151  HISTORY     - 1984     MARK NOT FOUND   USGS
 JO0151
 JO0151                          STATION DESCRIPTION
 JO0151
 JO0151'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JO0151'11.9 MI S FROM COVE FORT.
 JO0151'IN BEAVER COUNTY, 11.9 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM COVE
 JO0151'FORT, MILLARD COUNTY, 12.8 MILES NORTH OF BEAVER, BEAVER COUNTY, ON
 JO0151'THE OLD HIGHWAY, AT THE SOUTH END OF A LONG S-CURVE IN THE OLD
 JO0151'HIGHWAY, 0.2 MILE NORTH OF THE JUNCTION OF THE OLD AND NEW HIGHWAYS,
 JO0151'AND 41 FEET WEST OF THE CENTERLINE OF THE OLD HIGHWAY.  A STANDARD
 JO0151'DISK, STAMPED A 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JO0151
 JO0151                          STATION RECOVERY (1984)
 JO0151
 JO0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JO0151'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0287 ***********************************************************************
 JO0287  DESIGNATION -  A 33
 JO0287  PID         -  JO0287
 JO0287  STATE/COUNTY-  UT/BEAVER
 JO0287  COUNTRY     -  US
 JO0287  USGS QUAD   -  MILFORD (2017)
 JO0287
 JO0287                         *CURRENT SURVEY CONTROL
 JO0287  ______________________________________________________________________
 JO0287* NAD 83(1986) POSITION- 38 23 19.     (N) 113 02 16.     (W)   SCALED
 JO0287* NAVD 88 ORTHO HEIGHT -  1535.221 (meters)     5036.80  (feet) ADJUSTED
 JO0287  ______________________________________________________________________
 JO0287  GEOID HEIGHT    -        -20.962 (meters)                     GEOID18
 JO0287  DYNAMIC HEIGHT  -       1533.614 (meters)     5031.53  (feet) COMP
 JO0287  MODELED GRAVITY -    979,528.4   (mgal)                       NAVD 88
 JO0287
 JO0287  VERT ORDER      -  FIRST     CLASS II
 JO0287
 JO0287.The horizontal coordinates were scaled from a map and have
 JO0287.an estimated accuracy of +/- 6 seconds.
 JO0287
 JO0287.The orthometric height was determined by differential leveling and
 JO0287.adjusted by the NATIONAL GEODETIC SURVEY
 JO0287.in June 1991.
 JO0287
 JO0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0287.GEOID18 height accuracy estimate available here.
 JO0287
 JO0287.Click photographs - Photos may exist for this station.
 JO0287
 JO0287.The dynamic height is computed by dividing the NAVD 88
 JO0287.geopotential number by the normal gravity value computed on the
 JO0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0287.degrees latitude (g = 980.6199 gals.).
 JO0287
 JO0287.The modeled gravity was interpolated from observed gravity values.
 JO0287
 JO0287;                    North         East    Units  Estimated Accuracy
 JO0287;SPC UT S     - 3,192,220.      365,650.      MT  (+/- 180 meters Scaled)
 JO0287
 JO0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH220508(NAD 83)
 JO0287
 JO0287                          SUPERSEDED SURVEY CONTROL
 JO0287
 JO0287  NGVD 29 (??/??/92) 1534.160  (m)         5033.32   (f) ADJ UNCH    1 2
 JO0287
 JO0287.Superseded values are not recommended for survey control.
 JO0287
 JO0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0287.See file dsdata.pdf to determine how the superseded data were derived.
 JO0287
 JO0287_MARKER: DB = BENCH MARK DISK
 JO0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0287_STAMPING: A 33 1934
 JO0287_MARK LOGO: CGS
 JO0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0287+STABILITY: SURFACE MOTION
 JO0287
 JO0287  HISTORY     - Date     Condition        Report By
 JO0287  HISTORY     - 1934     MONUMENTED       CGS
 JO0287  HISTORY     - 1984     GOOD             NGS
 JO0287
 JO0287                          STATION DESCRIPTION
 JO0287
 JO0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0287'2.1 MI W FROM MILFORD.
 JO0287'2.1 MILES WEST ALONG THE ABANDONED LOS ANGELES AND SALT LAKE RAILROAD
 JO0287'FROM THE STATION AT MILFORD, BEAVER COUNTY, 150 FEET SOUTHEAST OF THE
 JO0287'OLD STATION SIGN AT MOSCOW, 104 FEET WEST OF MILEPOST 2, AND 45 FEET
 JO0287'NORTHEAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED A
 JO0287'33 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JO0287
 JO0287                          STATION RECOVERY (1984)
 JO0287
 JO0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0287'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0471 ***********************************************************************
 MR0471  DESIGNATION -  A 331
 MR0471  PID         -  MR0471
 MR0471  STATE/COUNTY-  UT/CACHE
 MR0471  COUNTRY     -  US
 MR0471  USGS QUAD   -  TRENTON (2017)
 MR0471
 MR0471                         *CURRENT SURVEY CONTROL
 MR0471  ______________________________________________________________________
 MR0471* NAD 83(1986) POSITION- 41 59 30.     (N) 111 57 13.     (W)   SCALED
 MR0471* NAVD 88 ORTHO HEIGHT -  1377.967 (meters)     4520.88  (feet) ADJUSTED
 MR0471  ______________________________________________________________________
 MR0471  GEOID HEIGHT    -        -14.844 (meters)                     GEOID18
 MR0471  DYNAMIC HEIGHT  -       1377.008 (meters)     4517.73  (feet) COMP
 MR0471  MODELED GRAVITY -    979,879.2   (mgal)                       NAVD 88
 MR0471
 MR0471  VERT ORDER      -  FIRST     CLASS II
 MR0471
 MR0471.The horizontal coordinates were scaled from a map and have
 MR0471.an estimated accuracy of +/- 6 seconds.
 MR0471
 MR0471.The orthometric height was determined by differential leveling and
 MR0471.adjusted by the NATIONAL GEODETIC SURVEY
 MR0471.in June 1991.
 MR0471
 MR0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0471.GEOID18 height accuracy estimate available here.
 MR0471
 MR0471.Click photographs - Photos may exist for this station.
 MR0471
 MR0471.The dynamic height is computed by dividing the NAVD 88
 MR0471.geopotential number by the normal gravity value computed on the
 MR0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0471.degrees latitude (g = 980.6199 gals.).
 MR0471
 MR0471.The modeled gravity was interpolated from observed gravity values.
 MR0471
 MR0471;                    North         East    Units  Estimated Accuracy
 MR0471;SPC UT N     - 1,184,270.      462,410.      MT  (+/- 180 meters Scaled)
 MR0471
 MR0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM210492(NAD 83)
 MR0471
 MR0471                          SUPERSEDED SURVEY CONTROL
 MR0471
 MR0471.No superseded survey control is available for this station.
 MR0471
 MR0471_MARKER: DB = BENCH MARK DISK
 MR0471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0471_SP_SET: CONCRETE BASE
 MR0471_STAMPING: A-331 1937
 MR0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0471
 MR0471  HISTORY     - Date     Condition        Report By
 MR0471  HISTORY     - 1937     MONUMENTED       CGS
 MR0471
 MR0471                          STATION DESCRIPTION
 MR0471
 MR0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 MR0471'1.5 MI N FROM CORNISH, UT.
 MR0471'1.5 MILES NORTH OF, ALONG THE O.S.L.R.R., FROM THE RAILWAY STATION.
 MR0471'ABOUT 0.5 MILE SOUTH OF THE RAILWAY STATION AT UTIDA, UTAH.  2 1/2
 MR0471'POLES SOUTH OF MILE POLE NO. 62.  54 FEET SOUTH OF THE MOST SOUTHERN
 MR0471'SWITCH STAND OF UTIDA SIDING.  MARK SET IN CONCRETE BASE OF SEMAPHORE
 MR0471'NO. 61.8.  10 FEET WEST OF THE CENTERLINE OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0472 ***********************************************************************
 MR0472  DESIGNATION -  A 331 RESET
 MR0472  PID         -  MR0472
 MR0472  STATE/COUNTY-  UT/CACHE
 MR0472  COUNTRY     -  US
 MR0472  USGS QUAD   -  TRENTON (2017)
 MR0472
 MR0472                         *CURRENT SURVEY CONTROL
 MR0472  ______________________________________________________________________
 MR0472* NAD 83(1986) POSITION- 41 59 29.87   (N) 111 57 13.14   (W)   HD_HELD1
 MR0472* NAVD 88 ORTHO HEIGHT -  1376.510 (meters)     4516.10  (feet) ADJUSTED
 MR0472  ______________________________________________________________________
 MR0472  GEOID HEIGHT    -        -14.844 (meters)                     GEOID18
 MR0472  DYNAMIC HEIGHT  -       1375.552 (meters)     4512.96  (feet) COMP
 MR0472  MODELED GRAVITY -    979,879.2   (mgal)                       NAVD 88
 MR0472
 MR0472  VERT ORDER      -  FIRST     CLASS I
 MR0472
 MR0472.The horizontal coordinates were determined by differentially corrected
 MR0472.hand held GPS observations or other comparable positioning techniques
 MR0472.and have an estimated accuracy of +/- 3 meters.
 MR0472
 MR0472.The orthometric height was determined by differential leveling and
 MR0472.adjusted by the NATIONAL GEODETIC SURVEY
 MR0472.in June 1991.
 MR0472
 MR0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0472.GEOID18 height accuracy estimate available here.
 MR0472
 MR0472.Click photographs - Photos may exist for this station.
 MR0472
 MR0472.The dynamic height is computed by dividing the NAVD 88
 MR0472.geopotential number by the normal gravity value computed on the
 MR0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0472.degrees latitude (g = 980.6199 gals.).
 MR0472
 MR0472.The modeled gravity was interpolated from observed gravity values.
 MR0472
 MR0472;                    North         East    Units  Estimated Accuracy
 MR0472;SPC UT N     - 1,184,262.4     462,408.5     MT  (+/- 3 meters HH1 GPS) 
 MR0472
 MR0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2101049286(NAD 83)
 MR0472
 MR0472                          SUPERSEDED SURVEY CONTROL
 MR0472
 MR0472  NGVD 29 (??/??/92) 1375.454  (m)         4512.64   (f) ADJ UNCH    1 1
 MR0472
 MR0472.Superseded values are not recommended for survey control.
 MR0472
 MR0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0472.See file dsdata.pdf to determine how the superseded data were derived.
 MR0472
 MR0472_MARKER: DB = BENCH MARK DISK
 MR0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0472_STAMPING: A 331 1937 RESET 1950
 MR0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0472+STABILITY: SURFACE MOTION
 MR0472
 MR0472  HISTORY     - Date     Condition        Report By
 MR0472  HISTORY     - 1950     MONUMENTED       UPRR
 MR0472  HISTORY     - 1967     GOOD             CGS
 MR0472
 MR0472                          STATION DESCRIPTION
 MR0472
 MR0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0472'5.15 MI N FROM TRENTON.
 MR0472'5.15 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 MR0472'STATE HIGHWAY 170 AT TRENTON, 3.2 MILES SOUTH OF WESTON, IDAHO,
 MR0472'FRANKLIN COUNTY, 0.45 MILE SOUTH OF THE UTAH-IDAHO STATE LINE, 4 POLES
 MR0472'SOUTH AND ACROSS THE TRACK FROM MILEPOLE 62, AT THE CROSSING OF A
 MR0472'GRAVELED ROAD, 44.5 FEET EAST OF THE EAST RAIL, 111 FEET SOUTH OF THE
 MR0472'CENTER LINE OF THE ROAD, 18 1/2 FEET SOUTH-SOUTHEAST OF A POWER POLE,
 MR0472'3 1/2 FEET NORTHWEST OF THE T JUNCTION OF FENCES, 1.5 FEET SOUTH OF A
 MR0472'WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE
 MR0472'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0333 ***********************************************************************
 HO0333  DESIGNATION -  A 332
 HO0333  PID         -  HO0333
 HO0333  STATE/COUNTY-  UT/IRON
 HO0333  COUNTRY     -  US
 HO0333  USGS QUAD   -  BERYL JUNCTION (2017)
 HO0333
 HO0333                         *CURRENT SURVEY CONTROL
 HO0333  ______________________________________________________________________
 HO0333* NAD 83(1986) POSITION- 37 41 32.     (N) 113 39 25.     (W)   SCALED
 HO0333* NAVD 88 ORTHO HEIGHT -  1585.471 (meters)     5201.67  (feet) ADJUSTED
 HO0333  ______________________________________________________________________
 HO0333  GEOID HEIGHT    -        -23.131 (meters)                     GEOID18
 HO0333  DYNAMIC HEIGHT  -       1583.682 (meters)     5195.80  (feet) COMP
 HO0333  MODELED GRAVITY -    979,445.9   (mgal)                       NAVD 88
 HO0333
 HO0333  VERT ORDER      -  SECOND    CLASS 0
 HO0333
 HO0333.The horizontal coordinates were scaled from a map and have
 HO0333.an estimated accuracy of +/- 6 seconds.
 HO0333
 HO0333.The orthometric height was determined by differential leveling and
 HO0333.adjusted by the NATIONAL GEODETIC SURVEY
 HO0333.in June 1991.
 HO0333
 HO0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0333.GEOID18 height accuracy estimate available here.
 HO0333
 HO0333.Click photographs - Photos may exist for this station.
 HO0333
 HO0333.The dynamic height is computed by dividing the NAVD 88
 HO0333.geopotential number by the normal gravity value computed on the
 HO0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0333.degrees latitude (g = 980.6199 gals.).
 HO0333
 HO0333.The modeled gravity was interpolated from observed gravity values.
 HO0333
 HO0333;                    North         East    Units  Estimated Accuracy
 HO0333;SPC UT S     - 3,116,010.      309,790.      MT  (+/- 180 meters Scaled)
 HO0333
 HO0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG657749(NAD 83)
 HO0333
 HO0333                          SUPERSEDED SURVEY CONTROL
 HO0333
 HO0333  NGVD 29 (??/??/92) 1584.36   (m)         5198.0    (f) COMPUTED    2 0
 HO0333
 HO0333.Superseded values are not recommended for survey control.
 HO0333
 HO0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0333.See file dsdata.pdf to determine how the superseded data were derived.
 HO0333
 HO0333_MARKER: DB = BENCH MARK DISK
 HO0333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HO0333_SP_SET: CONCRETE BASE
 HO0333_STAMPING: A 332 1945
 HO0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0333
 HO0333  HISTORY     - Date     Condition        Report By
 HO0333  HISTORY     - 1945     MONUMENTED       CGS
 HO0333
 HO0333                          STATION DESCRIPTION
 HO0333
 HO0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HO0333'IN ENTERPRISE INT FIELD.
 HO0333'AT THE ENTERPRISE INT. FIELD, SET ON THE EAST SIDE OF THE CONCRETE
 HO0333'BASE OF THE FLAGPOLE WHICH IS LOCATED ON THE SOUTH SIDE OF THE WEATHER
 HO0333'BUREAU STATION, 25 FEET SOUTH OF CENTER-LINE OF THE SOUTH ENTRANCE TO
 HO0333'STATION.  BRONZE BENCH MARK DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0622 ***********************************************************************
 LO0622  DESIGNATION -  A 333
 LO0622  PID         -  LO0622
 LO0622  STATE/COUNTY-  UT/SALT LAKE
 LO0622  COUNTRY     -  US
 LO0622  USGS QUAD   -  MIDVALE (2017)
 LO0622
 LO0622                         *CURRENT SURVEY CONTROL
 LO0622  ______________________________________________________________________
 LO0622* NAD 83(1986) POSITION- 40 37 06.     (N) 111 59 49.     (W)   SCALED
 LO0622* NAVD 88 ORTHO HEIGHT -  1408.869 (meters)     4622.26  (feet) ADJUSTED
 LO0622  ______________________________________________________________________
 LO0622  GEOID HEIGHT    -        -17.258 (meters)                     GEOID18
 LO0622  DYNAMIC HEIGHT  -       1407.697 (meters)     4618.42  (feet) COMP
 LO0622  MODELED GRAVITY -    979,744.3   (mgal)                       NAVD 88
 LO0622
 LO0622  VERT ORDER      -  FIRST     CLASS II
 LO0622
 LO0622.This mark is at Salt Lake City #2 Airport (U42)
 LO0622
 LO0622.The horizontal coordinates were scaled from a map and have
 LO0622.an estimated accuracy of +/- 6 seconds.
 LO0622
 LO0622.The orthometric height was determined by differential leveling and
 LO0622.adjusted by the NATIONAL GEODETIC SURVEY
 LO0622.in June 1991.
 LO0622
 LO0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0622.GEOID18 height accuracy estimate available here.
 LO0622
 LO0622.Click photographs - Photos may exist for this station.
 LO0622
 LO0622.The dynamic height is computed by dividing the NAVD 88
 LO0622.geopotential number by the normal gravity value computed on the
 LO0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0622.degrees latitude (g = 980.6199 gals.).
 LO0622
 LO0622.The modeled gravity was interpolated from observed gravity values.
 LO0622
 LO0622;                    North         East    Units  Estimated Accuracy
 LO0622;SPC UT C     - 2,253,800.      457,950.      MT  (+/- 180 meters Scaled)
 LO0622
 LO0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK156968(NAD 83)
 LO0622
 LO0622                          SUPERSEDED SURVEY CONTROL
 LO0622
 LO0622  NGVD 29 (??/??/92) 1407.881  (m)         4619.02   (f) ADJ UNCH    1 2
 LO0622
 LO0622.Superseded values are not recommended for survey control.
 LO0622
 LO0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0622.See file dsdata.pdf to determine how the superseded data were derived.
 LO0622
 LO0622_MARKER: DB = BENCH MARK DISK
 LO0622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0622_SP_SET: CONCRETE BASE
 LO0622_STAMPING: A 333 1945
 LO0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0622+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2002
 LO0622
 LO0622  HISTORY     - Date     Condition        Report By
 LO0622  HISTORY     - 1945     MONUMENTED       CGS
 LO0622  HISTORY     - 1983     MARK NOT FOUND   NGS
 LO0622  HISTORY     - 20020519 GOOD             INDIV
 LO0622
 LO0622                          STATION DESCRIPTION
 LO0622
 LO0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LO0622'IN SALT LAKE AIRPORT NO 2.
 LO0622'AT SALT LAKE AIRPORT NO. 2, SALT LAKE COUNTY, 16 FEET SOUTH OF THE
 LO0622'SOUTHEAST CORNER OF THE HANGAR, IN THE SOUTHEAST CORNER OF THE
 LO0622'CONCRETE BASE OF THE STEEL BRACE OF THE HANGAR ROOF, AND LEVEL WITH
 LO0622'THE GROUND.  A STANDARD DISK, STAMPED A 333 1945.
 LO0622
 LO0622                          STATION RECOVERY (1983)
 LO0622
 LO0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LO0622'MARK NOT FOUND.
 LO0622
 LO0622                          STATION RECOVERY (2002)
 LO0622
 LO0622'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RW)
 LO0622'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0597 ***********************************************************************
 LP0597  DESIGNATION -  A 335
 LP0597  PID         -  LP0597
 LP0597  STATE/COUNTY-  UT/TOOELE
 LP0597  COUNTRY     -  US
 LP0597  USGS QUAD   -  CAMELS BACK RIDGE NE (2017)
 LP0597
 LP0597                         *CURRENT SURVEY CONTROL
 LP0597  ______________________________________________________________________
 LP0597* NAD 83(1986) POSITION- 40 12 28.     (N) 112 49 14.     (W)   SCALED
 LP0597* NAVD 88 ORTHO HEIGHT -  1439.937 (meters)     4724.19  (feet) ADJUSTED
 LP0597  ______________________________________________________________________
 LP0597  GEOID HEIGHT    -        -18.236 (meters)                     GEOID18
 LP0597  DYNAMIC HEIGHT  -       1438.735 (meters)     4720.25  (feet) COMP
 LP0597  MODELED GRAVITY -    979,739.8   (mgal)                       NAVD 88
 LP0597
 LP0597  VERT ORDER      -  SECOND    CLASS I
 LP0597
 LP0597.The horizontal coordinates were scaled from a map and have
 LP0597.an estimated accuracy of +/- 6 seconds.
 LP0597
 LP0597.The orthometric height was determined by differential leveling and
 LP0597.adjusted by the NATIONAL GEODETIC SURVEY
 LP0597.in June 1991.
 LP0597
 LP0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0597.GEOID18 height accuracy estimate available here.
 LP0597
 LP0597.Click photographs - Photos may exist for this station.
 LP0597
 LP0597.The dynamic height is computed by dividing the NAVD 88
 LP0597.geopotential number by the normal gravity value computed on the
 LP0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0597.degrees latitude (g = 980.6199 gals.).
 LP0597
 LP0597.The modeled gravity was interpolated from observed gravity values.
 LP0597
 LP0597;                    North         East    Units  Estimated Accuracy
 LP0597;SPC UT C     - 2,208,930.      387,590.      MT  (+/- 180 meters Scaled)
 LP0597
 LP0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK450524(NAD 83)
 LP0597
 LP0597                          SUPERSEDED SURVEY CONTROL
 LP0597
 LP0597  NGVD 29 (??/??/92) 1438.88   (m)         4720.7    (f) COMPUTED    2 1
 LP0597
 LP0597.Superseded values are not recommended for survey control.
 LP0597
 LP0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0597.See file dsdata.pdf to determine how the superseded data were derived.
 LP0597
 LP0597_MARKER: DB = BENCH MARK DISK
 LP0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0597_STAMPING: A 335 1951
 LP0597_MARK LOGO: CGS
 LP0597_PROJECTION: PROJECTING 8 CENTIMETERS
 LP0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0597+STABILITY: SURFACE MOTION
 LP0597
 LP0597  HISTORY     - Date     Condition        Report By
 LP0597  HISTORY     - 1951     MONUMENTED       CGS
 LP0597
 LP0597                          STATION DESCRIPTION
 LP0597
 LP0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LP0597'6.6 KM (4.10 MI) WEST FROM DUGWAY.
 LP0597'ALONG THE TOOELE-DUGWAY HIGHWAY, 4.6 MILES EAST OF THE ROAD
 LP0597'INTERSECTION AT EAST GATE TO DUGWAY PROVING GROUNDS, 0.4 MILES EAST
 LP0597'OF A CROSS ROAD, IN LINE WITH POWERPOLES, 99 FEET SOUTH OF THE
 LP0597'CENTERLINE OF THE ROAD AND 45 FEET EAST OF A POWERPOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0498 ***********************************************************************
 MR0498  DESIGNATION -  A 338
 MR0498  PID         -  MR0498
 MR0498  STATE/COUNTY-  UT/CACHE
 MR0498  COUNTRY     -  US
 MR0498  USGS QUAD   -  RICHMOND (2017)
 MR0498
 MR0498                         *CURRENT SURVEY CONTROL
 MR0498  ______________________________________________________________________
 MR0498* NAD 83(1986) POSITION- 41 59 19.20   (N) 111 48 47.03   (W)   HD_HELD1
 MR0498* NAVD 88 ORTHO HEIGHT -  1369.346 (meters)     4492.60  (feet) ADJUSTED
 MR0498  ______________________________________________________________________
 MR0498  GEOID HEIGHT    -        -14.614 (meters)                     GEOID18
 MR0498  DYNAMIC HEIGHT  -       1368.406 (meters)     4489.51  (feet) COMP
 MR0498  MODELED GRAVITY -    979,888.2   (mgal)                       NAVD 88
 MR0498
 MR0498  VERT ORDER      -  SECOND    CLASS 0
 MR0498
 MR0498.The horizontal coordinates were determined by differentially corrected
 MR0498.hand held GPS observations or other comparable positioning techniques
 MR0498.and have an estimated accuracy of +/- 3 meters.
 MR0498
 MR0498.The orthometric height was determined by differential leveling and
 MR0498.adjusted by the NATIONAL GEODETIC SURVEY
 MR0498.in June 1991.
 MR0498
 MR0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0498.GEOID18 height accuracy estimate available here.
 MR0498
 MR0498.Click photographs - Photos may exist for this station.
 MR0498
 MR0498.The dynamic height is computed by dividing the NAVD 88
 MR0498.geopotential number by the normal gravity value computed on the
 MR0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0498.degrees latitude (g = 980.6199 gals.).
 MR0498
 MR0498.The modeled gravity was interpolated from observed gravity values.
 MR0498
 MR0498;                    North         East    Units  Estimated Accuracy
 MR0498;SPC UT N     - 1,183,881.8     474,056.8     MT  (+/- 3 meters HH1 GPS) 
 MR0498
 MR0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM3265148837(NAD 83)
 MR0498
 MR0498                          SUPERSEDED SURVEY CONTROL
 MR0498
 MR0498  NGVD 29 (??/??/92) 1368.356  (m)         4489.35   (f) ADJ UNCH    2 0
 MR0498
 MR0498.Superseded values are not recommended for survey control.
 MR0498
 MR0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0498.See file dsdata.pdf to determine how the superseded data were derived.
 MR0498
 MR0498_MARKER: DB = BENCH MARK DISK
 MR0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0498_STAMPING: A 338 1951
 MR0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0498+STABILITY: SURFACE MOTION
 MR0498
 MR0498  HISTORY     - Date     Condition        Report By
 MR0498  HISTORY     - 1951     MONUMENTED       CGS
 MR0498
 MR0498                          STATION DESCRIPTION
 MR0498
 MR0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MR0498'2.1 MI S FROM FRANKLIN.
 MR0498'ABOUT 2.1 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 MR0498'FRANKLIN, IDAHO, AT MILEPOLE NO. 42, 64 FEET WEST OF THE CENTER LINE
 MR0498'OF THE HIGHWAY, 33.2 FEET EAST OF THE EAST RAIL OF THE UNION PACIFIC
 MR0498'COMPANY RAILROAD, 7 FEET EAST OF MILEPOLE NO. 42, 1.0 FEET EAST OF A
 MR0498'FENCE, 2.2 FEET NORTH OF A WITNESS POST, ABOUT ONE FOOT LOWER THAN THE
 MR0498'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FEET
 MR0498'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0341 ***********************************************************************
 JO0341  DESIGNATION -  A 34
 JO0341  PID         -  JO0341
 JO0341  STATE/COUNTY-  UT/MILLARD
 JO0341  COUNTRY     -  US
 JO0341  USGS QUAD   -  HALFWAY SUMMIT (2017)
 JO0341
 JO0341                         *CURRENT SURVEY CONTROL
 JO0341  ______________________________________________________________________
 JO0341* NAD 83(1986) POSITION- 38 34 57.     (N) 113 49 05.     (W)   SCALED
 JO0341* NAVD 88 ORTHO HEIGHT -  1754.027 (meters)     5754.67  (feet) ADJUSTED
 JO0341  ______________________________________________________________________
 JO0341  GEOID HEIGHT    -        -21.090 (meters)                     GEOID18
 JO0341  DYNAMIC HEIGHT  -       1752.146 (meters)     5748.50  (feet) COMP
 JO0341  MODELED GRAVITY -    979,494.3   (mgal)                       NAVD 88
 JO0341
 JO0341  VERT ORDER      -  FIRST     CLASS II
 JO0341
 JO0341.The horizontal coordinates were scaled from a map and have
 JO0341.an estimated accuracy of +/- 6 seconds.
 JO0341
 JO0341.The orthometric height was determined by differential leveling and
 JO0341.adjusted by the NATIONAL GEODETIC SURVEY
 JO0341.in June 1991.
 JO0341
 JO0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0341.GEOID18 height accuracy estimate available here.
 JO0341
 JO0341.Click photographs - Photos may exist for this station.
 JO0341
 JO0341.The dynamic height is computed by dividing the NAVD 88
 JO0341.geopotential number by the normal gravity value computed on the
 JO0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0341.degrees latitude (g = 980.6199 gals.).
 JO0341
 JO0341.The modeled gravity was interpolated from observed gravity values.
 JO0341
 JO0341;                    North         East    Units  Estimated Accuracy
 JO0341;SPC UT C     - 2,030,280.      298,020.      MT  (+/- 180 meters Scaled)
 JO0341
 JO0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH545742(NAD 83)
 JO0341
 JO0341                          SUPERSEDED SURVEY CONTROL
 JO0341
 JO0341  NGVD 29 (??/??/92) 1752.814  (m)         5750.69   (f) ADJ UNCH    1 2
 JO0341
 JO0341.Superseded values are not recommended for survey control.
 JO0341
 JO0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0341.See file dsdata.pdf to determine how the superseded data were derived.
 JO0341
 JO0341_MARKER: DB = BENCH MARK DISK
 JO0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0341_STAMPING: A 34 1934
 JO0341_MARK LOGO: CGS
 JO0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0341+STABILITY: SURFACE MOTION
 JO0341
 JO0341  HISTORY     - Date     Condition        Report By
 JO0341  HISTORY     - 1934     MONUMENTED       CGS
 JO0341  HISTORY     - 1971     GOOD             USGS
 JO0341
 JO0341                          STATION DESCRIPTION
 JO0341
 JO0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0341'29.3 MI SE FROM GARRISON.
 JO0341'29.3 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 JO0341'GARRISON, MILLARD COUNTY, 1.9 MILES NORTHWEST OF THE BEAVER-MILLARD
 JO0341'COUNTY LINE, 850 FEET NORTHEAST OF THE DESERT RANGE EXPERIMENT STATION
 JO0341'FARM FENCE, 701 FEET EAST OF THE EAST END OF A CURVE IN THE HIGHWAY,
 JO0341'AND 48 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 JO0341'STAMPED A 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JO0341
 JO0341                          STATION RECOVERY (1971)
 JO0341
 JO0341'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JO0341'29 MILES SOUTHEAST ALONG HIGHWAY 21 FROM GARRISON, AT A POINT WHERE
 JO0341'THE OLD AND NEW HIGHWAYS CROSS JUST SOUTH OF WARM POINT, GO NORTHWEST
 JO0341'ON GRAVEL ROAD (OLD HIGHWAY) 0.5 MILES, MARK IS ON THE SOUTH SIDE OF
 JO0341'THE ROAD 48 FEET FROM C/L.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0185 ***********************************************************************
 JO0185  DESIGNATION -  A 35
 JO0185  PID         -  JO0185
 JO0185  STATE/COUNTY-  UT/IRON
 JO0185  COUNTRY     -  US
 JO0185  USGS QUAD   -  BUCKHORN FLAT (2017)
 JO0185
 JO0185                         *CURRENT SURVEY CONTROL
 JO0185  ______________________________________________________________________
 JO0185* NAD 83(1986) POSITION- 38 06 12.     (N) 112 39 17.     (W)   SCALED
 JO0185* NAVD 88 ORTHO HEIGHT -  1850.907 (meters)     6072.52  (feet) ADJUSTED
 JO0185  ______________________________________________________________________
 JO0185  GEOID HEIGHT    -        -20.389 (meters)                     GEOID18
 JO0185  DYNAMIC HEIGHT  -       1848.758 (meters)     6065.47  (feet) COMP
 JO0185  MODELED GRAVITY -    979,403.2   (mgal)                       NAVD 88
 JO0185
 JO0185  VERT ORDER      -  SECOND    CLASS 0
 JO0185
 JO0185.The horizontal coordinates were scaled from a map and have
 JO0185.an estimated accuracy of +/- 6 seconds.
 JO0185
 JO0185.The orthometric height was determined by differential leveling and
 JO0185.adjusted by the NATIONAL GEODETIC SURVEY
 JO0185.in June 1991.
 JO0185
 JO0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0185.GEOID18 height accuracy estimate available here.
 JO0185
 JO0185.Click photographs - Photos may exist for this station.
 JO0185
 JO0185.The dynamic height is computed by dividing the NAVD 88
 JO0185.geopotential number by the normal gravity value computed on the
 JO0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0185.degrees latitude (g = 980.6199 gals.).
 JO0185
 JO0185.The modeled gravity was interpolated from observed gravity values.
 JO0185
 JO0185;                    North         East    Units  Estimated Accuracy
 JO0185;SPC UT S     - 3,160,070.      398,730.      MT  (+/- 180 meters Scaled)
 JO0185
 JO0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH549185(NAD 83)
 JO0185
 JO0185                          SUPERSEDED SURVEY CONTROL
 JO0185
 JO0185  NGVD 29 (??/??/92) 1849.678  (m)         6068.49   (f) ADJ UNCH    2 0
 JO0185
 JO0185.Superseded values are not recommended for survey control.
 JO0185
 JO0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0185.See file dsdata.pdf to determine how the superseded data were derived.
 JO0185
 JO0185_MARKER: DB = BENCH MARK DISK
 JO0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0185_STAMPING: A 35 1934
 JO0185_MARK LOGO: CGS
 JO0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0185+STABILITY: SURFACE MOTION
 JO0185
 JO0185  HISTORY     - Date     Condition        Report By
 JO0185  HISTORY     - 1934     MONUMENTED       CGS
 JO0185  HISTORY     - 1971     MARK NOT FOUND   USGS
 JO0185
 JO0185                          STATION DESCRIPTION
 JO0185
 JO0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0185'13.3 MI S FROM PAROWAN.
 JO0185'13.3 MILES SOUTH ALONG U. S. HIGHWAY 91 FROM THE COURTHOUSE AT BEAVER,
 JO0185'320 FEET SOUTHEAST OF A ROW OF POWER-TRANSMISSION LINE POLES, 75 FEET
 JO0185'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 75 FEET NORTHWEST OF
 JO0185'A ROW OF POLES.  SET IN THE TOP OF A CONCRETE POST.
 JO0185
 JO0185                          STATION RECOVERY (1971)
 JO0185
 JO0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JO0185'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0334 ***********************************************************************
 HO0334  DESIGNATION -  A 364
 HO0334  PID         -  HO0334
 HO0334  STATE/COUNTY-  UT/WASHINGTON
 HO0334  COUNTRY     -  US
 HO0334  USGS QUAD   -  HURRICANE (2017)
 HO0334
 HO0334                         *CURRENT SURVEY CONTROL
 HO0334  ______________________________________________________________________
 HO0334* NAD 83(1986) POSITION- 37 13 32.     (N) 113 15 29.     (W)   SCALED
 HO0334* NAVD 88 ORTHO HEIGHT -  1097.553 (meters)     3600.89  (feet) ADJUSTED
 HO0334  ______________________________________________________________________
 HO0334  GEOID HEIGHT    -        -23.404 (meters)                     GEOID18
 HO0334  DYNAMIC HEIGHT  -       1096.379 (meters)     3597.04  (feet) COMP
 HO0334  MODELED GRAVITY -    979,524.2   (mgal)                       NAVD 88
 HO0334
 HO0334  VERT ORDER      -  FIRST     CLASS II
 HO0334
 HO0334.The horizontal coordinates were scaled from a map and have
 HO0334.an estimated accuracy of +/- 6 seconds.
 HO0334
 HO0334.The orthometric height was determined by differential leveling and
 HO0334.adjusted by the NATIONAL GEODETIC SURVEY
 HO0334.in June 1991.
 HO0334
 HO0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0334.GEOID18 height accuracy estimate available here.
 HO0334
 HO0334.Click photographs - Photos may exist for this station.
 HO0334
 HO0334.The dynamic height is computed by dividing the NAVD 88
 HO0334.geopotential number by the normal gravity value computed on the
 HO0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0334.degrees latitude (g = 980.6199 gals.).
 HO0334
 HO0334.The modeled gravity was interpolated from observed gravity values.
 HO0334
 HO0334;                    North         East    Units  Estimated Accuracy
 HO0334;SPC UT S     - 3,063,490.      343,990.      MT  (+/- 180 meters Scaled)
 HO0334
 HO0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG996222(NAD 83)
 HO0334
 HO0334                          SUPERSEDED SURVEY CONTROL
 HO0334
 HO0334.No superseded survey control is available for this station.
 HO0334
 HO0334_MARKER: DB = BENCH MARK DISK
 HO0334_SETTING: 66 = SET IN ROCK OUTCROP
 HO0334_STAMPING: A 364 1982
 HO0334_MARK LOGO: NGS
 HO0334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0334+STABILITY: POSITION/ELEVATION WELL
 HO0334
 HO0334  HISTORY     - Date     Condition        Report By
 HO0334  HISTORY     - 1982     MONUMENTED       NGS
 HO0334  HISTORY     - 1982     GOOD             NGS
 HO0334  HISTORY     - 1984     GOOD             NGS
 HO0334
 HO0334                          STATION DESCRIPTION
 HO0334
 HO0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0334'2.3 KM (1.4 MI) NE FROM LA VERKIN.
 HO0334'2.3 KM (1.45 MI) EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 HO0334'HIGHWAY 17 IN LA VERKIN, IN TOP OF THE SOUTHWEST END OF A 3 BY 6 FOOT
 HO0334'ROCK SHELF 4.5 FEET ABOVE THE BASE OF AND BELOW THE HIGHEST POINT OF A
 HO0334'BEDROCK CUT ON THE INSIDE OF THE SOUTHWEST END OF A LARGE HORSESHOE
 HO0334'CURVE, 0.55 KM (0.35 MI) WEST OF MILEPOST 14, 9.1 METERS (30 FT)
 HO0334'SOUTHEAST OF THE EAST BOUND HIGHWAY CENTERLINE, 81.4 METERS (267 FT)
 HO0334'NORTHEAST ACROSS THE HIGHWAY FROM THE SOUTH END OF A STEEL GUARD RAIL,
 HO0334'52.1 METERS (171 FT) NORTH OF THE SOUTH END OF THE CUT, 0.5 METER (1.7
 HO0334'FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE ROCK SHELF.
 HO0334'THE MARK IS 0.35 METERS  NE FROM A WITNESS POST.
 HO0334'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 HO0334
 HO0334                          STATION RECOVERY (1982)
 HO0334
 HO0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0334'RECOVERED IN GOOD CONDITION.
 HO0334
 HO0334                          STATION RECOVERY (1984)
 HO0334
 HO0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HO0334'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0359 ***********************************************************************
 HO0359  DESIGNATION -  A 365
 HO0359  PID         -  HO0359
 HO0359  STATE/COUNTY-  UT/WASHINGTON
 HO0359  COUNTRY     -  US
 HO0359  USGS QUAD   -  SAINT GEORGE (2017)
 HO0359
 HO0359                         *CURRENT SURVEY CONTROL
 HO0359  ______________________________________________________________________
 HO0359* NAD 83(1986) POSITION- 37 07 23.     (N) 113 37 13.     (W)   SCALED
 HO0359* NAVD 88 ORTHO HEIGHT -   848.354 (meters)     2783.31  (feet) ADJUSTED
 HO0359  ______________________________________________________________________
 HO0359  GEOID HEIGHT    -        -24.530 (meters)                     GEOID18
 HO0359  DYNAMIC HEIGHT  -        847.499 (meters)     2780.50  (feet) COMP
 HO0359  MODELED GRAVITY -    979,595.0   (mgal)                       NAVD 88
 HO0359  OBS GRAVITY     -    979,597.5   (mgal)                       GRAV_OBS
 HO0359
 HO0359  VERT ORDER      -  FIRST     CLASS II
 HO0359
 HO0359.The horizontal coordinates were scaled from a map and have
 HO0359.an estimated accuracy of +/- 6 seconds.
 HO0359
 HO0359.The orthometric height was determined by differential leveling and
 HO0359.adjusted by the NATIONAL GEODETIC SURVEY
 HO0359.in June 1991.
 HO0359
 HO0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0359.GEOID18 height accuracy estimate available here.
 HO0359
 HO0359.Click photographs - Photos may exist for this station.
 HO0359
 HO0359.The dynamic height is computed by dividing the NAVD 88
 HO0359.geopotential number by the normal gravity value computed on the
 HO0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0359.degrees latitude (g = 980.6199 gals.).
 HO0359
 HO0359.The modeled gravity was interpolated from observed gravity values.
 HO0359
 HO0359.The observed gravity was obtained from relative gravimeter ties
 HO0359.to the IGSN71 gravity network.
 HO0359
 HO0359;                    North         East    Units  Estimated Accuracy
 HO0359;SPC UT S     - 3,052,790.      311,590.      MT  (+/- 180 meters Scaled)
 HO0359
 HO0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG672117(NAD 83)
 HO0359
 HO0359                          SUPERSEDED SURVEY CONTROL
 HO0359
 HO0359.No superseded survey control is available for this station.
 HO0359
 HO0359_MARKER: I = METAL ROD
 HO0359_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0359_STAMPING: A 365 1982
 HO0359_MARK LOGO: NGS
 HO0359_PROJECTION: FLUSH
 HO0359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0359+STABILITY: POSITION/ELEVATION WELL
 HO0359_ROD/PIPE-DEPTH: 7.0 meters
 HO0359
 HO0359  HISTORY     - Date     Condition        Report By
 HO0359  HISTORY     - 1982     MONUMENTED       NGS
 HO0359
 HO0359                          STATION DESCRIPTION
 HO0359
 HO0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0359'3.2 KM (2.0 MI) EAST FROM SANTA CLARA.
 HO0359'3.2 KM (2.0 MI) EAST ALONG OLD US HIGHWAY 91 FROM THE CHURCH OF LATTER
 HO0359'DAY SAINTS IN SANTA CLARA, 1.85 KM (1.15 MI) WEST OF THE JUNCTION OF
 HO0359'STATE HIGHWAY 18, 0.3 KM (0.2 MI) EAST OF THE JUNCTION OF DIXIE
 HO0359'SPRINGS ROAD, 1.5 METERS (5 FT) EAST OF THE FIRST POWER POLE EAST OF
 HO0359'THE CROSSING OF HALFWAY WASH, 14.6 METERS (48 FT) NORTH OF THE HIGHWAY
 HO0359'CENTERLINE, 75.3 METERS (247 FT) EAST OF THE EAST END OF THE NORTH
 HO0359'CURB OF THE BRIDGE OVER THE WASH, 2.0 METERS (6.5 FT) WEST OF THE GUY
 HO0359'WIRE ANCHOR FOR THE POWER POLE.
 HO0359'THE MARK IS 0.6 METERS  WSW FROM A WITNESS POST.
 HO0359'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0384 ***********************************************************************
 HO0384  DESIGNATION -  A 366
 HO0384  PID         -  HO0384
 HO0384  STATE/COUNTY-  UT/WASHINGTON
 HO0384  COUNTRY     -  US
 HO0384  USGS QUAD   -  CASTLE CLIFF (2017)
 HO0384
 HO0384                         *CURRENT SURVEY CONTROL
 HO0384  ______________________________________________________________________
 HO0384* NAD 83(1986) POSITION- 37 01 03.36   (N) 113 54 30.48   (W)   HD_HELD1
 HO0384* NAVD 88 ORTHO HEIGHT -   874.690 (meters)     2869.71  (feet) ADJUSTED
 HO0384  ______________________________________________________________________
 HO0384  GEOID HEIGHT    -        -25.297 (meters)                     GEOID18
 HO0384  DYNAMIC HEIGHT  -        873.806 (meters)     2866.81  (feet) COMP
 HO0384  MODELED GRAVITY -    979,591.3   (mgal)                       NAVD 88
 HO0384  OBS GRAVITY     -    979,590.6   (mgal)                       GRAV_OBS
 HO0384
 HO0384  VERT ORDER      -  FIRST     CLASS II
 HO0384
 HO0384.The horizontal coordinates were determined by differentially corrected
 HO0384.hand held GPS observations or other comparable positioning techniques
 HO0384.and have an estimated accuracy of +/- 3 meters.
 HO0384
 HO0384.The orthometric height was determined by differential leveling and
 HO0384.adjusted by the NATIONAL GEODETIC SURVEY
 HO0384.in June 1991.
 HO0384
 HO0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0384.GEOID18 height accuracy estimate available here.
 HO0384
 HO0384.Click photographs - Photos may exist for this station.
 HO0384
 HO0384.The dynamic height is computed by dividing the NAVD 88
 HO0384.geopotential number by the normal gravity value computed on the
 HO0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0384.degrees latitude (g = 980.6199 gals.).
 HO0384
 HO0384.The modeled gravity was interpolated from observed gravity values.
 HO0384
 HO0384.The observed gravity was obtained from relative gravimeter ties
 HO0384.to the IGSN71 gravity network.
 HO0384
 HO0384;                    North         East    Units  Estimated Accuracy
 HO0384;SPC UT S     - 3,041,708.1     285,682.9     MT  (+/- 3 meters HH1 GPS) 
 HO0384
 HO0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG4124400780(NAD 83)
 HO0384
 HO0384                          SUPERSEDED SURVEY CONTROL
 HO0384
 HO0384.No superseded survey control is available for this station.
 HO0384
 HO0384_MARKER: F = FLANGE-ENCASED ROD
 HO0384_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0384_STAMPING: A 366 1982
 HO0384_MARK LOGO: NGS
 HO0384_PROJECTION: FLUSH
 HO0384_MAGNETIC: N = NO MAGNETIC MATERIAL
 HO0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0384_ROD/PIPE-DEPTH: 4.4 meters
 HO0384
 HO0384  HISTORY     - Date     Condition        Report By
 HO0384  HISTORY     - 1982     MONUMENTED       NGS
 HO0384
 HO0384                          STATION DESCRIPTION
 HO0384
 HO0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0384'31.1 KM (19.4 MI) NE FROM MESQUITE NV.
 HO0384'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 HO0384'MESQUITE, THENCE 30.6 KM (19.1 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 HO0384'2.1 KM (1.3 MI) NORTH OF THE UTAH-ARIZONA STATE LINE, 0.45 KM (0.3 MI)
 HO0384'NORTHEAST OF MILEPOST 1, IN THE SOUTH CORNER OF THE T JUNCTION OF A
 HO0384'TRACK ROAD LEADING SOUTHEAST, 58.3 METERS (191.5 FT) SOUTHEAST OF THE
 HO0384'HIGHWAY CENTERLINE, 42.6 METERS (139 FT) NORTH OF THE NORTH CORNER OF
 HO0384'AN ABANDON CONCRETE FOUNDATION SLAB, 9.0 METERS (29.5 FT) SOUTHWEST OF
 HO0384'THE CENTER OF THE ROAD, 5.3 METERS (17.5 FT) SOUTHWEST OF THE
 HO0384'SOUTHWEST GATE POST FOR A WIRE GATE, 0.45 METER (1.5 FT) NORTHWEST OF
 HO0384'THE RIGHT OF WAY FENCE.
 HO0384'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 HO0384'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0422 ***********************************************************************
 HO0422  DESIGNATION -  A 367
 HO0422  PID         -  HO0422
 HO0422  STATE/COUNTY-  UT/KANE
 HO0422  COUNTRY     -  US
 HO0422  USGS QUAD   -  SPRINGDALE EAST (2017)
 HO0422
 HO0422                         *CURRENT SURVEY CONTROL
 HO0422  ______________________________________________________________________
 HO0422* NAD 83(1986) POSITION- 37 13 29.     (N) 112 53 53.     (W)   SCALED
 HO0422* NAVD 88 ORTHO HEIGHT -  1675.765 (meters)     5497.91  (feet) ADJUSTED
 HO0422  ______________________________________________________________________
 HO0422  GEOID HEIGHT    -        -22.141 (meters)                     GEOID18
 HO0422  DYNAMIC HEIGHT  -       1673.794 (meters)     5491.44  (feet) COMP
 HO0422  MODELED GRAVITY -    979,396.0   (mgal)                       NAVD 88
 HO0422
 HO0422  VERT ORDER      -  FIRST     CLASS II
 HO0422
 HO0422.The horizontal coordinates were scaled from a map and have
 HO0422.an estimated accuracy of +/- 6 seconds.
 HO0422
 HO0422.The orthometric height was determined by differential leveling and
 HO0422.adjusted by the NATIONAL GEODETIC SURVEY
 HO0422.in June 1991.
 HO0422
 HO0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0422.GEOID18 height accuracy estimate available here.
 HO0422
 HO0422.Click photographs - Photos may exist for this station.
 HO0422
 HO0422.The dynamic height is computed by dividing the NAVD 88
 HO0422.geopotential number by the normal gravity value computed on the
 HO0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0422.degrees latitude (g = 980.6199 gals.).
 HO0422
 HO0422.The modeled gravity was interpolated from observed gravity values.
 HO0422
 HO0422;                    North         East    Units  Estimated Accuracy
 HO0422;SPC UT S     - 3,062,860.      375,930.      MT  (+/- 180 meters Scaled)
 HO0422
 HO0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG316214(NAD 83)
 HO0422
 HO0422                          SUPERSEDED SURVEY CONTROL
 HO0422
 HO0422.No superseded survey control is available for this station.
 HO0422
 HO0422_MARKER: DV = VERTICAL CONTROL DISK
 HO0422_SETTING: 66 = SET IN ROCK OUTCROP
 HO0422_STAMPING: A 367 1983
 HO0422_MARK LOGO: NGS
 HO0422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0422+STABILITY: POSITION/ELEVATION WELL
 HO0422
 HO0422  HISTORY     - Date     Condition        Report By
 HO0422  HISTORY     - 1983     MONUMENTED       NGS
 HO0422  HISTORY     - 20120611 MARK NOT FOUND   GEOCAC
 HO0422
 HO0422                          STATION DESCRIPTION
 HO0422
 HO0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0422'17.4 KM (10.9 MI) EAST FROM SPRINGDALE.
 HO0422'17.45 KM (10.9 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF
 HO0422'LATTER DAY SAINTS IN SPRINGDALE, IN TOP OF THE HIGHEST POINT OF A
 HO0422'MASSIVE SANDSTONE OUTCROP IN THE SOUTHEAST BANK AND ON THE INSIDE OF A
 HO0422'CURVE, 0.3 KM (0.2 MI) NORTH OF THE KANE-WASHINGTON LINE, 7.9 METERS
 HO0422'(26 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 13.4 METERS (44 FT)
 HO0422'SOUTHWEST OF THE SOUTHEAST END OF AN 18-INCH CORRUGATED METAL PIPE
 HO0422'CULVERT, 4.2 METERS (14 FT) SOUTH OF THE SOUTHWEST END OF A SANDSTONE
 HO0422'BLOCK RETAINING WALL.
 HO0422'THE MARK IS 0.1 M BELOW THE HIGHWAY.
 HO0422
 HO0422                          STATION RECOVERY (2012)
 HO0422
 HO0422'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0422'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0446 ***********************************************************************
 HO0446  DESIGNATION -  A 368
 HO0446  PID         -  HO0446
 HO0446  STATE/COUNTY-  UT/KANE
 HO0446  COUNTRY     -  US
 HO0446  USGS QUAD   -  WHITE TOWER (2017)
 HO0446
 HO0446                         *CURRENT SURVEY CONTROL
 HO0446  ______________________________________________________________________
 HO0446* NAD 83(1986) POSITION- 37 09 15.64   (N) 112 34 27.48   (W)   HD_HELD1
 HO0446* NAVD 88 ORTHO HEIGHT -  1733.435 (meters)     5687.11  (feet) ADJUSTED
 HO0446  ______________________________________________________________________
 HO0446  GEOID HEIGHT    -        -21.861 (meters)                     GEOID18
 HO0446  DYNAMIC HEIGHT  -       1731.387 (meters)     5680.39  (feet) COMP
 HO0446  MODELED GRAVITY -    979,388.2   (mgal)                       NAVD 88
 HO0446
 HO0446  VERT ORDER      -  FIRST     CLASS II
 HO0446
 HO0446.The horizontal coordinates were determined by differentially corrected
 HO0446.hand held GPS observations or other comparable positioning techniques
 HO0446.and have an estimated accuracy of +/- 3 meters.
 HO0446
 HO0446.The orthometric height was determined by differential leveling and
 HO0446.adjusted by the NATIONAL GEODETIC SURVEY
 HO0446.in June 1991.
 HO0446
 HO0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0446.GEOID18 height accuracy estimate available here.
 HO0446
 HO0446.Click photographs - Photos may exist for this station.
 HO0446
 HO0446.The dynamic height is computed by dividing the NAVD 88
 HO0446.geopotential number by the normal gravity value computed on the
 HO0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0446.degrees latitude (g = 980.6199 gals.).
 HO0446
 HO0446.The modeled gravity was interpolated from observed gravity values.
 HO0446
 HO0446;                    North         East    Units  Estimated Accuracy
 HO0446;SPC UT S     - 3,054,672.4     404,569.4     MT  (+/- 3 meters HH1 GPS) 
 HO0446
 HO0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG6020313154(NAD 83)
 HO0446
 HO0446                          SUPERSEDED SURVEY CONTROL
 HO0446
 HO0446.No superseded survey control is available for this station.
 HO0446
 HO0446_MARKER: F = FLANGE-ENCASED ROD
 HO0446_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0446_STAMPING: A 368 1983
 HO0446_MARK LOGO: NGS
 HO0446_PROJECTION: PROJECTING 3 CENTIMETERS
 HO0446_MAGNETIC: N = NO MAGNETIC MATERIAL
 HO0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0446+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2020
 HO0446_ROD/PIPE-DEPTH: 6.1 meters
 HO0446
 HO0446  HISTORY     - Date     Condition        Report By
 HO0446  HISTORY     - 1983     MONUMENTED       NGS
 HO0446  HISTORY     - 20060125 GOOD             SUNENG
 HO0446  HISTORY     - 20200420 GOOD             NONE
 HO0446
 HO0446                          STATION DESCRIPTION
 HO0446
 HO0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0446'13.2 KM (8.2 MI) NORTH FROM KANAB.
 HO0446'13.2 KM (8.25 MI) NORTH ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER
 HO0446'DAY SAINTS IN KANAB, IN THE NORTH CORNER OF THE T-JUNCTION OF A SHORT
 HO0446'DIRT ROAD LEADING NORTHEAST TO THE OLD HIGHWAY GRADE, 0.15 KM (0.1 MI)
 HO0446'SOUTHEAST OF MILEPOST 73, 25.7 METERS (84.5 FT) NORTHEAST OF THE
 HO0446'NORTHBOUND HIGHWAY CENTERLINE, 30.9 METERS (101.5 FT) SOUTHWEST OF THE
 HO0446'RIGHT OF WAY FENCE, 14.3 METERS (47 FT) NORTHWEST OF THE DIRT ROAD
 HO0446'CENTER, 5.8 METERS (19 FT) NORTHEAST OF A 24-INCH CEDAR TREE,
 HO0446'5.8 METERS (19 FT) NORTHWEST OF AN 18-INCH CEDAR TREE.
 HO0446'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 HO0446'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 HO0446
 HO0446                          STATION RECOVERY (2006)
 HO0446
 HO0446'RECOVERY NOTE BY SUNRISE ENGINEERING 2006
 HO0446'RECOVERED IN GOOD CONDITION.
 HO0446
 HO0446                          STATION RECOVERY (2020)
 HO0446
 HO0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2020 (CG)
 HO0446'BENCH MARK IS ABOUT 40 FT (12.2 M) NORTHWEST OF THE SHORT DIRT ROAD
 HO0446'THAT ACCESSES THE RED CANYON SLOT (AKA PEEK A BOO) DIRT PARKING LOT.
 HO0446'1 FT (0.3 M) SOUTHEAST OF A FIBERGLASS WITNESS POST.  OPUS SOLUTION
 HO0446'AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0397 ***********************************************************************
 JO0397  DESIGNATION -  A 369
 JO0397  PID         -  JO0397
 JO0397  STATE/COUNTY-  UT/BEAVER
 JO0397  COUNTRY     -  US
 JO0397  USGS QUAD   -  MINERSVILLE (2017)
 JO0397
 JO0397                         *CURRENT SURVEY CONTROL
 JO0397  ______________________________________________________________________
 JO0397* NAD 83(1986) POSITION- 38 11 49.10   (N) 112 56 01.42   (W)   HD_HELD1
 JO0397* NAVD 88 ORTHO HEIGHT -  1644.854 (meters)     5396.49  (feet) ADJUSTED
 JO0397  ______________________________________________________________________
 JO0397  GEOID HEIGHT    -        -20.884 (meters)                     GEOID18
 JO0397  DYNAMIC HEIGHT  -       1643.059 (meters)     5390.60  (feet) COMP
 JO0397  MODELED GRAVITY -    979,480.4   (mgal)                       NAVD 88
 JO0397  OBS GRAVITY     -    979,489.1   (mgal)                       GRAV_OBS
 JO0397
 JO0397  VERT ORDER      -  FIRST     CLASS II
 JO0397
 JO0397.The horizontal coordinates were determined by differentially corrected
 JO0397.hand held GPS observations or other comparable positioning techniques
 JO0397.and have an estimated accuracy of +/- 3 meters.
 JO0397
 JO0397.The orthometric height was determined by differential leveling and
 JO0397.adjusted by the NATIONAL GEODETIC SURVEY
 JO0397.in June 1991.
 JO0397
 JO0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0397.GEOID18 height accuracy estimate available here.
 JO0397
 JO0397.Click photographs - Photos may exist for this station.
 JO0397
 JO0397.The dynamic height is computed by dividing the NAVD 88
 JO0397.geopotential number by the normal gravity value computed on the
 JO0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0397.degrees latitude (g = 980.6199 gals.).
 JO0397
 JO0397.The modeled gravity was interpolated from observed gravity values.
 JO0397
 JO0397.The observed gravity was obtained from relative gravimeter ties
 JO0397.to the IGSN71 gravity network.
 JO0397
 JO0397;                    North         East    Units  Estimated Accuracy
 JO0397;SPC UT S     - 3,170,804.8     374,417.5     MT  (+/- 3 meters HH1 GPS) 
 JO0397
 JO0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH3067129437(NAD 83)
 JO0397
 JO0397                          SUPERSEDED SURVEY CONTROL
 JO0397
 JO0397.No superseded survey control is available for this station.
 JO0397
 JO0397_MARKER: DV = VERTICAL CONTROL DISK
 JO0397_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0397_SP_SET: LARGE WINGWALL
 JO0397_STAMPING: A 369 1984
 JO0397_MARK LOGO: NGS
 JO0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0397+STABILITY: SURFACE MOTION
 JO0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0397+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2021
 JO0397
 JO0397  HISTORY     - Date     Condition        Report By
 JO0397  HISTORY     - 1984     MONUMENTED       NGS
 JO0397  HISTORY     - 20210601 GOOD             UGS
 JO0397
 JO0397                          STATION DESCRIPTION
 JO0397
 JO0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0397'2.3 KM (1.4 MI) SOUTH FROM MINERSVILLE.
 JO0397'2.33 KM (1.45 MI) SOUTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 JO0397'AT MINERSVILLE, IN TOP OF THE SOUTH END OF THE SOUTH WINGWALL FOR A 4
 JO0397'FOOT CORRUGATED METAL PIPE CULVERT, 0.91 KM (0.57 MI) NORTHEAST OF
 JO0397'MILEPOST 40, 14.2 METERS (46.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE
 JO0397'AND 1.2 METERS (4 FT) SOUTHEAST OF A WOOD FENCE CORNER POST.
 JO0397'THE MARK IS 0.8 M BELOW THE HIGHWAY.
 JO0397
 JO0397                          STATION RECOVERY (2021)
 JO0397
 JO0397'RECOVERY NOTE BY UTAH GEOLOGICAL SURVEY 2021 (BE)
 JO0397'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0270 ***********************************************************************
 KN0270  DESIGNATION -  A 37
 KN0270  PID         -  KN0270
 KN0270  STATE/COUNTY-  UT/SANPETE
 KN0270  COUNTRY     -  US
 KN0270  USGS QUAD   -  GUNNISON (2017)
 KN0270
 KN0270                         *CURRENT SURVEY CONTROL
 KN0270  ______________________________________________________________________
 KN0270* NAD 83(1986) POSITION- 39 08 05.     (N) 111 46 37.     (W)   SCALED
 KN0270* NAVD 88 ORTHO HEIGHT -  1581.739 (meters)     5189.42  (feet) ADJUSTED
 KN0270  ______________________________________________________________________
 KN0270  GEOID HEIGHT    -        -18.275 (meters)                     GEOID18
 KN0270  DYNAMIC HEIGHT  -       1580.126 (meters)     5184.13  (feet) COMP
 KN0270  MODELED GRAVITY -    979,552.6   (mgal)                       NAVD 88
 KN0270
 KN0270  VERT ORDER      -  SECOND    CLASS 0
 KN0270
 KN0270.The horizontal coordinates were scaled from a map and have
 KN0270.an estimated accuracy of +/- 6 seconds.
 KN0270
 KN0270.The orthometric height was determined by differential leveling and
 KN0270.adjusted by the NATIONAL GEODETIC SURVEY
 KN0270.in June 1991.
 KN0270
 KN0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0270.GEOID18 height accuracy estimate available here.
 KN0270
 KN0270.Click photographs - Photos may exist for this station.
 KN0270
 KN0270.The dynamic height is computed by dividing the NAVD 88
 KN0270.geopotential number by the normal gravity value computed on the
 KN0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0270.degrees latitude (g = 980.6199 gals.).
 KN0270
 KN0270.The modeled gravity was interpolated from observed gravity values.
 KN0270
 KN0270;                    North         East    Units  Estimated Accuracy
 KN0270;SPC UT C     - 2,089,010.      476,060.      MT  (+/- 180 meters Scaled)
 KN0270
 KN0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ328320(NAD 83)
 KN0270
 KN0270                          SUPERSEDED SURVEY CONTROL
 KN0270
 KN0270  NGVD 29 (??/??/92) 1580.589  (m)         5185.65   (f) ADJ UNCH    2 0
 KN0270
 KN0270.Superseded values are not recommended for survey control.
 KN0270
 KN0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0270.See file dsdata.pdf to determine how the superseded data were derived.
 KN0270
 KN0270_MARKER: DB = BENCH MARK DISK
 KN0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0270_STAMPING: A 37 1934
 KN0270_MARK LOGO: CGS
 KN0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0270+STABILITY: SURFACE MOTION
 KN0270
 KN0270  HISTORY     - Date     Condition        Report By
 KN0270  HISTORY     - 1934     MONUMENTED       CGS
 KN0270  HISTORY     - 20101210 MARK NOT FOUND   GEOCAC
 KN0270
 KN0270                          STATION DESCRIPTION
 KN0270
 KN0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0270'IN GUNNISON.
 KN0270'AT GUNNISON, SANPETE COUNTY, 93 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 KN0270'OF THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION, ABOUT 250 FEET
 KN0270'NORTHWEST OF MILEPOST 73, 30 FEET NORTH OF AN EAST-AND-WEST ROAD, 45
 KN0270'FEET WEST OF THE CENTER LINE OF THE TRACK, AND 2 FEET WEST OF A POLE.
 KN0270'A STANDARD DISK, STAMPED A 37 1934 AND SET IN THE TOP OF A CONCRETE
 KN0270'POST.
 KN0270
 KN0270                          STATION RECOVERY (2010)
 KN0270
 KN0270'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 KN0270'RR STATION HAS BEEN REMOVED AND THE ENTIRE AREA HAS BEEN DISTURBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0514 ***********************************************************************
 MR0514  DESIGNATION -  A 370
 MR0514  PID         -  MR0514
 MR0514  STATE/COUNTY-  UT/WEBER
 MR0514  COUNTRY     -  US
 MR0514  USGS QUAD   -  OGDEN (2017)
 MR0514
 MR0514                         *CURRENT SURVEY CONTROL
 MR0514  ______________________________________________________________________
 MR0514* NAD 83(1986) POSITION- 41 10 55.     (N) 111 59 32.     (W)   SCALED
 MR0514* NAVD 88 ORTHO HEIGHT -  1330.050 (meters)     4363.67  (feet) ADJUSTED
 MR0514  ______________________________________________________________________
 MR0514  GEOID HEIGHT    -        -16.808 (meters)                     GEOID18
 MR0514  DYNAMIC HEIGHT  -       1329.025 (meters)     4360.31  (feet) COMP
 MR0514  MODELED GRAVITY -    979,807.8   (mgal)                       NAVD 88
 MR0514
 MR0514  VERT ORDER      -  FIRST     CLASS II
 MR0514
 MR0514.The horizontal coordinates were scaled from a map and have
 MR0514.an estimated accuracy of +/- 6 seconds.
 MR0514
 MR0514.The orthometric height was determined by differential leveling and
 MR0514.adjusted by the NATIONAL GEODETIC SURVEY
 MR0514.in June 1991.
 MR0514
 MR0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0514.GEOID18 height accuracy estimate available here.
 MR0514
 MR0514.Click photographs - Photos may exist for this station.
 MR0514
 MR0514.The dynamic height is computed by dividing the NAVD 88
 MR0514.geopotential number by the normal gravity value computed on the
 MR0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0514.degrees latitude (g = 980.6199 gals.).
 MR0514
 MR0514.The modeled gravity was interpolated from observed gravity values.
 MR0514
 MR0514;                    North         East    Units  Estimated Accuracy
 MR0514;SPC UT N     - 1,094,360.      458,700.      MT  (+/- 180 meters Scaled)
 MR0514
 MR0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL167594(NAD 83)
 MR0514
 MR0514                          SUPERSEDED SURVEY CONTROL
 MR0514
 MR0514  NGVD 29 (06/08/92) 1329.033  (m)         4360.34   (f) ADJUSTED    1 2
 MR0514
 MR0514.Superseded values are not recommended for survey control.
 MR0514
 MR0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0514.See file dsdata.pdf to determine how the superseded data were derived.
 MR0514
 MR0514_MARKER: DB = BENCH MARK DISK
 MR0514_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MR0514_SP_SET: PIER
 MR0514_STAMPING: A 370 1983
 MR0514_MARK LOGO: NGS
 MR0514_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0514+STABILITY: POSITION/ELEVATION WELL
 MR0514
 MR0514  HISTORY     - Date     Condition        Report By
 MR0514  HISTORY     - 1983     MONUMENTED       NGS
 MR0514  HISTORY     - 1983     GOOD             NGS
 MR0514  HISTORY     - 20050605 MARK NOT FOUND   USPSQD
 MR0514
 MR0514                          STATION DESCRIPTION
 MR0514
 MR0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0514'4.6 KM (2.85 MI) SE FROM OGDEN.
 MR0514'4.6 KM (2.85 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0514'STATION IN OGDEN, SET VERTICALLY IN THE WEST FACE OF THE MOST
 MR0514'SOUTHWESTERLY ONE OF ELEVEN PIERS OF THE RIVERDALE ROAD BRIDGE OVER
 MR0514'THE RAILROAD, 25.8 METERS (84.6 FT) EAST OF THE NEAR RAIL AND 6.8
 MR0514'METERS (22.3 FT) EAST OF THE CENTER OF A PAVED ROAD.
 MR0514'THE MARK IS 1.3 M ABOVE THE TRACKS.
 MR0514
 MR0514                          STATION RECOVERY (1983)
 MR0514
 MR0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0514'RECOVERED IN GOOD CONDITION.
 MR0514
 MR0514                          STATION RECOVERY (2005)
 MR0514
 MR0514'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 MR0514'MARK NOT FOUND.  NEW BRIDGE REPLACES THE OLD BRIDGE. THE GPS BROUGHT
 MR0514'THE MARK 18 FEET DOWN UNDER DIRT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0575 ***********************************************************************
 MR0575  DESIGNATION -  A 371
 MR0575  PID         -  MR0575
 MR0575  STATE/COUNTY-  UT/SUMMIT
 MR0575  COUNTRY     -  US
 MR0575  USGS QUAD   -  CASTLE ROCK (2017)
 MR0575
 MR0575                         *CURRENT SURVEY CONTROL
 MR0575  ______________________________________________________________________
 MR0575* NAD 83(1986) POSITION- 41 07 24.     (N) 111 11 09.     (W)   SCALED
 MR0575* NAVD 88 ORTHO HEIGHT -  1918.288 (meters)     6293.58  (feet) ADJUSTED
 MR0575  ______________________________________________________________________
 MR0575  GEOID HEIGHT    -        -15.472 (meters)                     GEOID18
 MR0575  DYNAMIC HEIGHT  -       1916.532 (meters)     6287.82  (feet) COMP
 MR0575  MODELED GRAVITY -    979,640.8   (mgal)                       NAVD 88
 MR0575
 MR0575  VERT ORDER      -  FIRST     CLASS II
 MR0575
 MR0575.The horizontal coordinates were scaled from a map and have
 MR0575.an estimated accuracy of +/- 6 seconds.
 MR0575
 MR0575.The orthometric height was determined by differential leveling and
 MR0575.adjusted by the NATIONAL GEODETIC SURVEY
 MR0575.in June 1991.
 MR0575
 MR0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0575.GEOID18 height accuracy estimate available here.
 MR0575
 MR0575.Click photographs - Photos may exist for this station.
 MR0575
 MR0575.The dynamic height is computed by dividing the NAVD 88
 MR0575.geopotential number by the normal gravity value computed on the
 MR0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0575.degrees latitude (g = 980.6199 gals.).
 MR0575
 MR0575.The modeled gravity was interpolated from observed gravity values.
 MR0575
 MR0575;                    North         East    Units  Estimated Accuracy
 MR0575;SPC UT N     - 1,087,780.      526,380.      MT  (+/- 180 meters Scaled)
 MR0575
 MR0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL844524(NAD 83)
 MR0575
 MR0575                          SUPERSEDED SURVEY CONTROL
 MR0575
 MR0575  NGVD 29 (06/08/92) 1917.021  (m)         6289.43   (f) ADJUSTED    1 2
 MR0575
 MR0575.Superseded values are not recommended for survey control.
 MR0575
 MR0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0575.See file dsdata.pdf to determine how the superseded data were derived.
 MR0575
 MR0575_MARKER: DB = BENCH MARK DISK
 MR0575_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MR0575_SP_SET: ABUTMENT
 MR0575_STAMPING: A 371 1983
 MR0575_MARK LOGO: NGS
 MR0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0575
 MR0575  HISTORY     - Date     Condition        Report By
 MR0575  HISTORY     - 1983     MONUMENTED       NGS
 MR0575
 MR0575                          STATION DESCRIPTION
 MR0575
 MR0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0575'12.4 KM (7.7 MI) SW FROM WAHSATCH.
 MR0575'12.4 KM (7.7 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0575'THE STATION IN WAHSATCH, IN TOP OF AND 0.5 METER (1.6 FT) SOUTH OF THE
 MR0575'NORTH END OF THE EAST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER
 MR0575'935.31 OVER A GRAVELED ROAD, AND 1.9 METERS (6.2 FT) NORTH OF THE NEAR
 MR0575'RAIL.
 MR0575'THE MARK IS 0.3 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0468 ***********************************************************************
 MS0468  DESIGNATION -  A 372
 MS0468  PID         -  MS0468
 MS0468  STATE/COUNTY-  UT/WEBER
 MS0468  COUNTRY     -  US
 MS0468  USGS QUAD   -  ROY (2017)
 MS0468
 MS0468                         *CURRENT SURVEY CONTROL
 MS0468  ______________________________________________________________________
 MS0468* NAD 83(1986) POSITION- 41 09 43.     (N) 112 02 28.     (W)   SCALED
 MS0468* NAVD 88 ORTHO HEIGHT -  1352.109 (meters)     4436.04  (feet) ADJUSTED
 MS0468  ______________________________________________________________________
 MS0468  GEOID HEIGHT    -        -16.987 (meters)                     GEOID18
 MS0468  DYNAMIC HEIGHT  -       1351.067 (meters)     4432.63  (feet) COMP
 MS0468  MODELED GRAVITY -    979,806.6   (mgal)                       NAVD 88
 MS0468
 MS0468  VERT ORDER      -  FIRST     CLASS II
 MS0468
 MS0468.The horizontal coordinates were scaled from a map and have
 MS0468.an estimated accuracy of +/- 6 seconds.
 MS0468
 MS0468.The orthometric height was determined by differential leveling and
 MS0468.adjusted by the NATIONAL GEODETIC SURVEY
 MS0468.in June 1991.
 MS0468
 MS0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0468.GEOID18 height accuracy estimate available here.
 MS0468
 MS0468.Click photographs - Photos may exist for this station.
 MS0468
 MS0468.The dynamic height is computed by dividing the NAVD 88
 MS0468.geopotential number by the normal gravity value computed on the
 MS0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0468.degrees latitude (g = 980.6199 gals.).
 MS0468
 MS0468.The modeled gravity was interpolated from observed gravity values.
 MS0468
 MS0468;                    North         East    Units  Estimated Accuracy
 MS0468;SPC UT N     - 1,092,160.      454,590.      MT  (+/- 180 meters Scaled)
 MS0468
 MS0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL126572(NAD 83)
 MS0468
 MS0468                          SUPERSEDED SURVEY CONTROL
 MS0468
 MS0468.No superseded survey control is available for this station.
 MS0468
 MS0468_MARKER: I = METAL ROD
 MS0468_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0468_STAMPING: A 372 1983
 MS0468_MARK LOGO: NGS
 MS0468_PROJECTION: FLUSH
 MS0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0468_ROD/PIPE-DEPTH: 21.9 meters
 MS0468
 MS0468  HISTORY     - Date     Condition        Report By
 MS0468  HISTORY     - 1983     MONUMENTED       NGS
 MS0468  HISTORY     - 20020906 MARK NOT FOUND   INDIV
 MS0468
 MS0468                          STATION DESCRIPTION
 MS0468
 MS0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MS0468'IN ROY.
 MS0468'IN ROY, AT THE INTERSECTION OF THE UNION PACIFIC RAILROAD AND 5600
 MS0468'SOUTH STREET, 25.3 METERS (83.0 FT) NORTH OF THE CENTERLINE OF THE
 MS0468'STREET, 7.7 METERS (25.3 FT) EAST OF THE NEAR RAIL, 3.0 METERS (9.8
 MS0468'FT) WEST OF A FENCE, AND 1.0 METERS (3.3 FT) NORTH OF UTILITY POLE
 MS0468'NUMBER S5 EF.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 MS0468'CAP.
 MS0468'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 MS0468'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 MS0468
 MS0468                          STATION RECOVERY (2002)
 MS0468
 MS0468'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (VCK)
 MS0468'MARK NOT FOUND
 MS0468'
 MS0468'ATTEMPTED TO RECOVER THIS BENCHMARK ON TWO DIFFERENT OCCASIONS.  IT
 MS0468'WAS PROBABLY DESTROYED WHEN THE OVERPASS WAS BUILT OVER THE RAILROAD
 MS0468'
 MS0468'TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0365 ***********************************************************************
 HM0365  DESIGNATION -  A 373
 HM0365  PID         -  HM0365
 HM0365  STATE/COUNTY-  UT/SAN JUAN
 HM0365  COUNTRY     -  US
 HM0365  USGS QUAD   -  BLUFF SW (2017)
 HM0365
 HM0365                         *CURRENT SURVEY CONTROL
 HM0365  ______________________________________________________________________
 HM0365* NAD 83(1986) POSITION- 37 16 52.3    (N) 109 41 14.3    (W)   HD_HELD2
 HM0365* NAVD 88 ORTHO HEIGHT -  1386.605 (meters)     4549.22  (feet) ADJUSTED
 HM0365  ______________________________________________________________________
 HM0365  GEOID HEIGHT    -        -20.725 (meters)                     GEOID18
 HM0365  DYNAMIC HEIGHT  -       1385.086 (meters)     4544.24  (feet) COMP
 HM0365  MODELED GRAVITY -    979,486.6   (mgal)                       NAVD 88
 HM0365
 HM0365  VERT ORDER      -  FIRST     CLASS II
 HM0365
 HM0365.The horizontal coordinates were established by autonomous hand held GPS
 HM0365.observations and have an estimated accuracy of +/- 10 meters.
 HM0365
 HM0365.The orthometric height was determined by differential leveling and
 HM0365.adjusted by the NATIONAL GEODETIC SURVEY
 HM0365.in June 1991.
 HM0365
 HM0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0365.GEOID18 height accuracy estimate available here.
 HM0365
 HM0365.Click photographs - Photos may exist for this station.
 HM0365
 HM0365.The dynamic height is computed by dividing the NAVD 88
 HM0365.geopotential number by the normal gravity value computed on the
 HM0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0365.degrees latitude (g = 980.6199 gals.).
 HM0365
 HM0365.The modeled gravity was interpolated from observed gravity values.
 HM0365
 HM0365;                    North         East    Units  Estimated Accuracy
 HM0365;SPC UT S     - 3,069,760.      660,743.      MT  (+/- 10 meters HH2 GPS)
 HM0365
 HM0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG1636926874(NAD 83)
 HM0365
 HM0365                          SUPERSEDED SURVEY CONTROL
 HM0365
 HM0365.No superseded survey control is available for this station.
 HM0365
 HM0365_MARKER: DV = VERTICAL CONTROL DISK
 HM0365_SETTING: 66 = SET IN ROCK OUTCROP
 HM0365_STAMPING: A 373 1983
 HM0365_MARK LOGO: NGS
 HM0365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0365+STABILITY: POSITION/ELEVATION WELL
 HM0365
 HM0365  HISTORY     - Date     Condition        Report By
 HM0365  HISTORY     - 1983     MONUMENTED       NGS
 HM0365
 HM0365                          STATION DESCRIPTION
 HM0365
 HM0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0365'13.4 KM (8.3 MI) SW FROM BLUFF.
 HM0365'13.4 KM (8.3 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0365'OFFICE IN BLUFF, 1.2 KM (0.75 MI) NORTHWEST OF THE JUNCTION OF COUNTY
 HM0365'ROAD 237, IN ABOUT THE CENTER OF THE SOUTHEASTERN 1/3 OF AN EXPOSED
 HM0365'AREA OF BEDROCK IN A HIGHWAY CUT, 35.0 METERS (114.8 FT) NORTHWEST OF
 HM0365'THE SOUTHEAST END OF THE CUT, 25.0 METERS (82.0 FT) EAST OF MILEPOST
 HM0365'37, AND 8.6 METERS (28.2 FT) NORTHEAST OF THE CENTERLINE OF THE
 HM0365'HIGHWAY.
 HM0365'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 HM0365'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0682 ***********************************************************************
 HN0682  DESIGNATION -  A 374
 HN0682  PID         -  HN0682
 HN0682  STATE/COUNTY-  UT/SAN JUAN
 HN0682  COUNTRY     -  US
 HN0682  USGS QUAD   -  MONUMENT PASS (2017)
 HN0682
 HN0682                         *CURRENT SURVEY CONTROL
 HN0682  ______________________________________________________________________
 HN0682* NAD 83(1986) POSITION- 37 04 01.0    (N) 110 03 41.8    (W)   HD_HELD2
 HN0682* NAVD 88 ORTHO HEIGHT -  1663.545 (meters)     5457.81  (feet) ADJUSTED
 HN0682  ______________________________________________________________________
 HN0682  GEOID HEIGHT    -        -21.076 (meters)                     GEOID18
 HN0682  DYNAMIC HEIGHT  -       1661.583 (meters)     5451.38  (feet) COMP
 HN0682  MODELED GRAVITY -    979,393.0   (mgal)                       NAVD 88
 HN0682
 HN0682  VERT ORDER      -  FIRST     CLASS II
 HN0682
 HN0682.The horizontal coordinates were established by autonomous hand held GPS
 HN0682.observations and have an estimated accuracy of +/- 10 meters.
 HN0682
 HN0682.The orthometric height was determined by differential leveling and
 HN0682.adjusted by the NATIONAL GEODETIC SURVEY
 HN0682.in June 1991.
 HN0682
 HN0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0682.GEOID18 height accuracy estimate available here.
 HN0682
 HN0682.Click photographs - Photos may exist for this station.
 HN0682
 HN0682.The dynamic height is computed by dividing the NAVD 88
 HN0682.geopotential number by the normal gravity value computed on the
 HN0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0682.degrees latitude (g = 980.6199 gals.).
 HN0682
 HN0682.The modeled gravity was interpolated from observed gravity values.
 HN0682
 HN0682;                    North         East    Units  Estimated Accuracy
 HN0682;SPC UT S     - 3,045,408.      627,920.      MT  (+/- 10 meters HH2 GPS)
 HN0682
 HN0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG8342102710(NAD 83)
 HN0682
 HN0682                          SUPERSEDED SURVEY CONTROL
 HN0682
 HN0682.No superseded survey control is available for this station.
 HN0682
 HN0682_MARKER: DV = VERTICAL CONTROL DISK
 HN0682_SETTING: 66 = SET IN ROCK OUTCROP
 HN0682_STAMPING: A 374 1983
 HN0682_MARK LOGO: NGS
 HN0682_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0682+STABILITY: POSITION/ELEVATION WELL
 HN0682
 HN0682  HISTORY     - Date     Condition        Report By
 HN0682  HISTORY     - 1983     MONUMENTED       NGS
 HN0682
 HN0682                          STATION DESCRIPTION
 HN0682
 HN0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HN0682'21.2 KM (13.15 MI) SW FROM MEXICAN HAT.
 HN0682'21.2 KM (13.15 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HN0682'OFFICE IN MEXICAN HAT, 0.3 KM (0.2 MI) NORTHEAST OF MILEPOST 8, 0.2 KM
 HN0682'(0.1 MI) SOUTHWEST OF A CURVE, IN THE CENTER OF THE SOUTHEASTERN 1/2
 HN0682'OF A 9- BY 12-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 53.0 METERS
 HN0682'(173.9 FT) NORTHEAST OF THE SOUTHEAST END OF AN 18-INCH METAL PIPE
 HN0682'CULVERT, 28.8 METERS (94.5 FT) SOUTHWEST OF A HIGHWAY CURVE SIGN,
 HN0682'15.1 METERS (49.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 HN0682'0.9 METER (3.0 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE BEDROCK.
 HN0682'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 HN0682'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0507 ***********************************************************************
 HO0507  DESIGNATION -  A 375
 HO0507  PID         -  HO0507
 HO0507  STATE/COUNTY-  UT/WASHINGTON
 HO0507  COUNTRY     -  US
 HO0507  USGS QUAD   -  PINTURA (2017)
 HO0507
 HO0507                         *CURRENT SURVEY CONTROL
 HO0507  ______________________________________________________________________
 HO0507* NAD 83(1986) POSITION- 37 15 35.38   (N) 113 17 36.66   (W)   HD_HELD1
 HO0507* NAVD 88 ORTHO HEIGHT -  1060.774 (meters)     3480.22  (feet) ADJUSTED
 HO0507  ______________________________________________________________________
 HO0507  GEOID HEIGHT    -        -23.362 (meters)                     GEOID18
 HO0507  DYNAMIC HEIGHT  -       1059.650 (meters)     3476.54  (feet) COMP
 HO0507  MODELED GRAVITY -    979,535.9   (mgal)                       NAVD 88
 HO0507
 HO0507  VERT ORDER      -  FIRST     CLASS II
 HO0507
 HO0507.The horizontal coordinates were determined by differentially corrected
 HO0507.hand held GPS observations or other comparable positioning techniques
 HO0507.and have an estimated accuracy of +/- 3 meters.
 HO0507
 HO0507.The orthometric height was determined by differential leveling and
 HO0507.adjusted by the NATIONAL GEODETIC SURVEY
 HO0507.in June 1991.
 HO0507
 HO0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0507.GEOID18 height accuracy estimate available here.
 HO0507
 HO0507.Click photographs - Photos may exist for this station.
 HO0507
 HO0507.The dynamic height is computed by dividing the NAVD 88
 HO0507.geopotential number by the normal gravity value computed on the
 HO0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0507.degrees latitude (g = 980.6199 gals.).
 HO0507
 HO0507.The modeled gravity was interpolated from observed gravity values.
 HO0507
 HO0507;                    North         East    Units  Estimated Accuracy
 HO0507;SPC UT S     - 3,067,356.6     340,911.8     MT  (+/- 3 meters HH1 GPS) 
 HO0507
 HO0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG9661326161(NAD 83)
 HO0507
 HO0507                          SUPERSEDED SURVEY CONTROL
 HO0507
 HO0507.No superseded survey control is available for this station.
 HO0507
 HO0507_MARKER: DV = VERTICAL CONTROL DISK
 HO0507_SETTING: 66 = SET IN ROCK OUTCROP
 HO0507_STAMPING: A 375 1984
 HO0507_MARK LOGO: NGS
 HO0507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0507+STABILITY: POSITION/ELEVATION WELL
 HO0507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0507+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2008
 HO0507
 HO0507  HISTORY     - Date     Condition        Report By
 HO0507  HISTORY     - 1984     MONUMENTED       NGS
 HO0507  HISTORY     - 20080113 GOOD             INDIV
 HO0507
 HO0507                          STATION DESCRIPTION
 HO0507
 HO0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0507'1.8 KM (1.1 MI) NORTH FROM TOQUERVILLE.
 HO0507'1.80 KM (1.12 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 HO0507'TOQUERVILLE, IN TOP OF A 2 BY 2 FOOT LEDGE OF GRAY OUTCROP PROJECTING
 HO0507'0.5 FOOT ABOVE THE SOUTHEAST END OF A ROCKY CUT, ON THE OUTSIDE OF A
 HO0507'CURVE AND NEAR THE CREST OF A STEEP GRADE, 10.0 METERS (33 FT)
 HO0507'SOUTHWEST OF THE HIGHWAY CENTERLINE, 15.8 METERS (52 FT) NORTHEAST OF
 HO0507'AND ABOUT 10 FEET BELOW THE RIGHT OF WAY FENCE AND 52.1 METERS
 HO0507'(171 FT) NORTHWEST OF THE NORTHWEST END OF A STEEL GUARD RAIL.
 HO0507'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 HO0507'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
 HO0507
 HO0507                          STATION RECOVERY (2008)
 HO0507
 HO0507'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (RCW)
 HO0507'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0478 ***********************************************************************
 HO0478  DESIGNATION -  A 376
 HO0478  PID         -  HO0478
 HO0478  STATE/COUNTY-  UT/IRON
 HO0478  COUNTRY     -  US
 HO0478  USGS QUAD   -  CEDAR CITY NW (2017)
 HO0478
 HO0478                         *CURRENT SURVEY CONTROL
 HO0478  ______________________________________________________________________
 HO0478* NAD 83(1986) POSITION- 37 37 43.     (N) 113 07 56.     (W)   SCALED
 HO0478* NAVD 88 ORTHO HEIGHT -  1727.177 (meters)     5666.58  (feet) ADJUSTED
 HO0478  ______________________________________________________________________
 HO0478  GEOID HEIGHT    -        -21.674 (meters)                     GEOID18
 HO0478  DYNAMIC HEIGHT  -       1725.184 (meters)     5660.04  (feet) COMP
 HO0478  MODELED GRAVITY -    979,415.2   (mgal)                       NAVD 88
 HO0478  OBS GRAVITY     -    979,416.0   (mgal)                       GRAV_OBS
 HO0478
 HO0478  VERT ORDER      -  FIRST     CLASS II
 HO0478
 HO0478.The horizontal coordinates were scaled from a map and have
 HO0478.an estimated accuracy of +/- 6 seconds.
 HO0478
 HO0478.The orthometric height was determined by differential leveling and
 HO0478.adjusted by the NATIONAL GEODETIC SURVEY
 HO0478.in June 1991.
 HO0478
 HO0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0478.GEOID18 height accuracy estimate available here.
 HO0478
 HO0478.Click photographs - Photos may exist for this station.
 HO0478
 HO0478.The dynamic height is computed by dividing the NAVD 88
 HO0478.geopotential number by the normal gravity value computed on the
 HO0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0478.degrees latitude (g = 980.6199 gals.).
 HO0478
 HO0478.The modeled gravity was interpolated from observed gravity values.
 HO0478
 HO0478.The observed gravity was obtained from relative gravimeter ties
 HO0478.to the IGSN71 gravity network.
 HO0478
 HO0478;                    North         East    Units  Estimated Accuracy
 HO0478;SPC UT S     - 3,108,020.      355,930.      MT  (+/- 180 meters Scaled)
 HO0478
 HO0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG118667(NAD 83)
 HO0478
 HO0478                          SUPERSEDED SURVEY CONTROL
 HO0478
 HO0478.No superseded survey control is available for this station.
 HO0478
 HO0478_MARKER: I = METAL ROD
 HO0478_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HO0478+WITH SETTING: INFORMATION.
 HO0478_STAMPING: A 376 1984
 HO0478_MARK LOGO: NGS
 HO0478_PROJECTION: FLUSH
 HO0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0478_ROD/PIPE-DEPTH: 1.8 meters
 HO0478
 HO0478  HISTORY     - Date     Condition        Report By
 HO0478  HISTORY     - 1984     MONUMENTED       NGS
 HO0478
 HO0478                          STATION DESCRIPTION
 HO0478
 HO0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0478'9.2 KM (5.7 MI) SW FROM CEDAR CITY.
 HO0478'3.28 KM (2.04 MI) SOUTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 HO0478'AT CEDAR CITY, THENCE 5.95 KM (3.7 MI) SOUTHWEST ALONG OLD US HIGHWAY
 HO0478'91, IN THE NORTHWEST CORNER OF THE JUNCTION OF A DIRT ROAD LEADING
 HO0478'NORTH, AT THE EAST END OF A SPLIT IN THE HIGHWAY ALSO 11.69 KM
 HO0478'(7.26 MI) NORTH OF KANARRVILLE, 1.28 KM (0.80 MI) WEST OF AN
 HO0478'INTERSTATE 15 OVERPASS, 10.8 METERS (35.5 FT) NORTH OF THE HIGHWAY
 HO0478'CENTERLINE, 52.2 METERS (171 FT) WEST OF THE CENTER OF THE DIRT ROAD,
 HO0478'15.7 METERS (51.5 FT) SOUTHEAST OF THE EAST GATE POST FOR A STEEL
 HO0478'GATE, 8.0 METERS (26.2 FT) SOUTH OF A WOOD FENCE, 35.7 METERS (117 FT)
 HO0478'WEST OF A STONE HISTORICAL MARKER AND 1.0 METER (3.3 FT) EAST OF A
 HO0478'POWER POLE WITH A GUY WIRE.
 HO0478'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 HO0478'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0460 ***********************************************************************
 JO0460  DESIGNATION -  A 377 B CO
 JO0460  PID         -  JO0460
 JO0460  STATE/COUNTY-  UT/BEAVER
 JO0460  COUNTRY     -  US
 JO0460  USGS QUAD   -  MILFORD NW (2017)
 JO0460
 JO0460                         *CURRENT SURVEY CONTROL
 JO0460  ______________________________________________________________________
 JO0460* NAD 83(1986) POSITION- 38 27 02.9    (N) 113 11 54.2    (W)   HD_HELD2
 JO0460* NAVD 88 ORTHO HEIGHT -  1818.579 (meters)     5966.45  (feet) ADJUSTED
 JO0460  ______________________________________________________________________
 JO0460  GEOID HEIGHT    -        -20.852 (meters)                     GEOID18
 JO0460  DYNAMIC HEIGHT  -       1816.609 (meters)     5959.99  (feet) COMP
 JO0460  MODELED GRAVITY -    979,480.3   (mgal)                       NAVD 88
 JO0460
 JO0460  VERT ORDER      -  FIRST     CLASS II
 JO0460
 JO0460.The horizontal coordinates were established by autonomous hand held GPS
 JO0460.observations and have an estimated accuracy of +/- 10 meters.
 JO0460
 JO0460.The orthometric height was determined by differential leveling and
 JO0460.adjusted by the NATIONAL GEODETIC SURVEY
 JO0460.in June 1991.
 JO0460
 JO0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0460.GEOID18 height accuracy estimate available here.
 JO0460
 JO0460.Click photographs - Photos may exist for this station.
 JO0460
 JO0460.The dynamic height is computed by dividing the NAVD 88
 JO0460.geopotential number by the normal gravity value computed on the
 JO0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0460.degrees latitude (g = 980.6199 gals.).
 JO0460
 JO0460.The modeled gravity was interpolated from observed gravity values.
 JO0460
 JO0460;                    North         East    Units  Estimated Accuracy
 JO0460;SPC UT S     - 3,199,364.      351,749.      MT  (+/- 10 meters HH2 GPS)
 JO0460
 JO0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH0816458123(NAD 83)
 JO0460
 JO0460                          SUPERSEDED SURVEY CONTROL
 JO0460
 JO0460.No superseded survey control is available for this station.
 JO0460
 JO0460_MARKER: I = METAL ROD
 JO0460_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0460_STAMPING: A 377 1984
 JO0460_MARK LOGO: NGS
 JO0460_PROJECTION: FLUSH
 JO0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0460_ROD/PIPE-DEPTH: 7.0 meters
 JO0460
 JO0460  HISTORY     - Date     Condition        Report By
 JO0460  HISTORY     - 1984     MONUMENTED       NGS
 JO0460
 JO0460                          STATION DESCRIPTION
 JO0460
 JO0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0460'17.6 KM (10.9 MI) NW FROM MILFORD.
 JO0460'17.59 KM (10.93 MI) NORTHWEST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION
 JO0460'WITH STATE HIGHWAY 257 AT MILFORD, ON THE EAST SIDE OF A LOW RIDGE AND
 JO0460'IN LINE WITH A ROW OF TELEPHONE POLES, 34.7 METERS (114 FT) NORTHEAST
 JO0460'OF THE HIGHWAY CENTERLINE, 89.3 METERS (293 FT) EAST-NORTHEAST ACROSS
 JO0460'THE HIGHWAY FROM MILEPOST 66 AND 1.1 METERS (3.5 FT) NORTHWEST OF A
 JO0460'TELEPHONE POLE.
 JO0460'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 JO0460'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0610 ***********************************************************************
 MS0610  DESIGNATION -  A 377 BE CO
 MS0610  PID         -  MS0610
 MS0610  STATE/COUNTY-  UT/BOX ELDER
 MS0610  COUNTRY     -  US
 MS0610  USGS QUAD   -  MONUMENT PEAK SW (2017)
 MS0610
 MS0610                         *CURRENT SURVEY CONTROL
 MS0610  ______________________________________________________________________
 MS0610* NAD 83(1986) POSITION- 41 45 00.4    (N) 112 58 22.3    (W)   HD_HELD2
 MS0610* NAVD 88 ORTHO HEIGHT -  1287.720 (meters)     4224.79  (feet) ADJUSTED
 MS0610  ______________________________________________________________________
 MS0610  GEOID HEIGHT    -        -15.547 (meters)                     GEOID18
 MS0610  DYNAMIC HEIGHT  -       1286.889 (meters)     4222.07  (feet) COMP
 MS0610  MODELED GRAVITY -    979,932.5   (mgal)                       NAVD 88
 MS0610
 MS0610  VERT ORDER      -  FIRST     CLASS II
 MS0610
 MS0610.The horizontal coordinates were established by autonomous hand held GPS
 MS0610.observations and have an estimated accuracy of +/- 10 meters.
 MS0610
 MS0610.The orthometric height was determined by differential leveling and
 MS0610.adjusted by the NATIONAL GEODETIC SURVEY
 MS0610.in June 1991.
 MS0610
 MS0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0610.GEOID18 height accuracy estimate available here.
 MS0610
 MS0610.Click photographs - Photos may exist for this station.
 MS0610
 MS0610.The dynamic height is computed by dividing the NAVD 88
 MS0610.geopotential number by the normal gravity value computed on the
 MS0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0610.degrees latitude (g = 980.6199 gals.).
 MS0610
 MS0610.The modeled gravity was interpolated from observed gravity values.
 MS0610
 MS0610;                    North         East    Units  Estimated Accuracy
 MS0610;SPC UT N     - 1,158,376.      377,503.      MT  (+/- 10 meters HH2 GPS)
 MS0610
 MS0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM3597023912(NAD 83)
 MS0610
 MS0610                          SUPERSEDED SURVEY CONTROL
 MS0610
 MS0610.No superseded survey control is available for this station.
 MS0610
 MS0610_MARKER: F = FLANGE-ENCASED ROD
 MS0610_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0610_STAMPING: A 377 1984
 MS0610_MARK LOGO: NGS
 MS0610_PROJECTION: FLUSH
 MS0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0610+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2024
 MS0610_ROD/PIPE-DEPTH: 12.2 meters
 MS0610
 MS0610  HISTORY     - Date     Condition        Report By
 MS0610  HISTORY     - 1984     MONUMENTED       NGS
 MS0610  HISTORY     - 20200404 GOOD             INDIV
 MS0610  HISTORY     - 20241026 GOOD             LOCSUR
 MS0610
 MS0610                          STATION DESCRIPTION
 MS0610
 MS0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0610'37.0 KM (23.0 MI) SE FROM PARK VALLEY.
 MS0610'14.83 KM (9.22 MI) EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE IN
 MS0610'PARK VALLEY, THENCE 10.94 KM (6.80 MI) SOUTH ALONG A DIRT ROAD, THENCE
 MS0610'11.25 KM (6.99 MI) EAST ALONG THE OLD CENTRAL PACIFIC RAILROAD GRADE,
 MS0610'IN THE NORTHEAST CORNER OF THE INTERSECTION OF A TRACK ROAD, 1.34 KM
 MS0610'(0.83 MI) SOUTHEAST OF THE CROSSING OF DEEP CREEK, 12.8 METERS (42 FT)
 MS0610'NORTHEAST OF THE CENTER OF THE OLD RAILROAD BED, 64.3 METERS (211 FT)
 MS0610'SOUTHWEST OF THE CENTER OF THE TRACK ROAD AND 18.9 METERS (62 FT) EAST
 MS0610'OF THE CENTER OF THE INTERSECTION.
 MS0610'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 MS0610'THE MARK IS 0.3 M BELOW THE RAILROAD BED.
 MS0610
 MS0610                          STATION RECOVERY (2020)
 MS0610
 MS0610'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 MS0610'RECOVERED AS DESCRIBED.  WITNESS POST IS BROKEN OFF ABOUT 6 INCH (15
 MS0610'CM) ABOVE THE GROUND.
 MS0610
 MS0610                          STATION RECOVERY (2024)
 MS0610
 MS0610'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2024 (TPF)
 MS0610'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0634 ***********************************************************************
 MS0634  DESIGNATION -  A 378 BE CO
 MS0634  PID         -  MS0634
 MS0634  STATE/COUNTY-  UT/BOX ELDER
 MS0634  COUNTRY     -  US
 MS0634  USGS QUAD   -  ROSETTE (2017)
 MS0634
 MS0634                         *CURRENT SURVEY CONTROL
 MS0634  ______________________________________________________________________
 MS0634* NAD 83(1986) POSITION- 41 48 58.     (N) 113 22 47.     (W)   SCALED
 MS0634* NAVD 88 ORTHO HEIGHT -  1704.350 (meters)     5591.69  (feet) ADJUSTED
 MS0634  ______________________________________________________________________
 MS0634  GEOID HEIGHT    -        -14.968 (meters)                     GEOID18
 MS0634  DYNAMIC HEIGHT  -       1703.104 (meters)     5587.60  (feet) COMP
 MS0634  MODELED GRAVITY -    979,830.6   (mgal)                       NAVD 88
 MS0634
 MS0634  VERT ORDER      -  FIRST     CLASS II
 MS0634
 MS0634.The horizontal coordinates were scaled from a map and have
 MS0634.an estimated accuracy of +/- 6 seconds.
 MS0634
 MS0634.The orthometric height was determined by differential leveling and
 MS0634.adjusted by the NATIONAL GEODETIC SURVEY
 MS0634.in June 1991.
 MS0634
 MS0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0634.GEOID18 height accuracy estimate available here.
 MS0634
 MS0634.Click photographs - Photos may exist for this station.
 MS0634
 MS0634.The dynamic height is computed by dividing the NAVD 88
 MS0634.geopotential number by the normal gravity value computed on the
 MS0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0634.degrees latitude (g = 980.6199 gals.).
 MS0634
 MS0634.The modeled gravity was interpolated from observed gravity values.
 MS0634
 MS0634;                    North         East    Units  Estimated Accuracy
 MS0634;SPC UT N     - 1,166,360.      343,830.      MT  (+/- 180 meters Scaled)
 MS0634
 MS0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM023320(NAD 83)
 MS0634
 MS0634                          SUPERSEDED SURVEY CONTROL
 MS0634
 MS0634.No superseded survey control is available for this station.
 MS0634
 MS0634_MARKER: I = METAL ROD
 MS0634_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0634_STAMPING: A 378 1984
 MS0634_MARK LOGO: NGS
 MS0634_PROJECTION: FLUSH
 MS0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0634_ROD/PIPE-DEPTH: 3.6 meters
 MS0634
 MS0634  HISTORY     - Date     Condition        Report By
 MS0634  HISTORY     - 1984     MONUMENTED       NGS
 MS0634
 MS0634                          STATION DESCRIPTION
 MS0634
 MS0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0634'5.1 KM (3.2 MI) WEST FROM PARK VALLEY.
 MS0634'5.12 KM (3.18 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MS0634'PARK VALLEY, AT THE TOP OF A LOW CUTBANK, 0.66 KM (0.41 MI) WEST OF
 MS0634'MILEPOST 53, 20.1 METERS (66 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 MS0634'53.9 METERS (177 FT) SOUTHEAST OF THE SOUTH END OF AN 18-INCH
 MS0634'CORRUGATED METAL PIPE CULVERT AND 46.3 METERS (152 FT) SOUTHWEST OF
 MS0634'THE SOUTH END OF A 24-INCH CORRUGATED METAL PIPE CULVERT.
 MS0634'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 MS0634'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0420 ***********************************************************************
 JO0420  DESIGNATION -  A 378 M CO
 JO0420  PID         -  JO0420
 JO0420  STATE/COUNTY-  UT/MILLARD
 JO0420  COUNTRY     -  US
 JO0420  USGS QUAD   -  TUNNEL SPRING (2017)
 JO0420
 JO0420                         *CURRENT SURVEY CONTROL
 JO0420  ______________________________________________________________________
 JO0420* NAD 83(1986) POSITION- 38 37 40.     (N) 113 51 05.     (W)   SCALED
 JO0420* NAVD 88 ORTHO HEIGHT -  1886.002 (meters)     6187.66  (feet) ADJUSTED
 JO0420  ______________________________________________________________________
 JO0420  GEOID HEIGHT    -        -20.932 (meters)                     GEOID18
 JO0420  DYNAMIC HEIGHT  -       1883.945 (meters)     6180.91  (feet) COMP
 JO0420  MODELED GRAVITY -    979,470.6   (mgal)                       NAVD 88
 JO0420
 JO0420  VERT ORDER      -  FIRST     CLASS II
 JO0420
 JO0420.The horizontal coordinates were scaled from a map and have
 JO0420.an estimated accuracy of +/- 6 seconds.
 JO0420
 JO0420.The orthometric height was determined by differential leveling and
 JO0420.adjusted by the NATIONAL GEODETIC SURVEY
 JO0420.in June 1991.
 JO0420
 JO0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0420.GEOID18 height accuracy estimate available here.
 JO0420
 JO0420.Click photographs - Photos may exist for this station.
 JO0420
 JO0420.The dynamic height is computed by dividing the NAVD 88
 JO0420.geopotential number by the normal gravity value computed on the
 JO0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0420.degrees latitude (g = 980.6199 gals.).
 JO0420
 JO0420.The modeled gravity was interpolated from observed gravity values.
 JO0420
 JO0420;                    North         East    Units  Estimated Accuracy
 JO0420;SPC UT C     - 2,035,380.      295,240.      MT  (+/- 180 meters Scaled)
 JO0420
 JO0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH517793(NAD 83)
 JO0420
 JO0420                          SUPERSEDED SURVEY CONTROL
 JO0420
 JO0420.No superseded survey control is available for this station.
 JO0420
 JO0420_MARKER: DB = BENCH MARK DISK
 JO0420_SETTING: 66 = SET IN ROCK OUTCROP
 JO0420_STAMPING: A 378 1984
 JO0420_MARK LOGO: NGS
 JO0420_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0420+STABILITY: POSITION/ELEVATION WELL
 JO0420
 JO0420  HISTORY     - Date     Condition        Report By
 JO0420  HISTORY     - 1984     MONUMENTED       NGS
 JO0420
 JO0420                          STATION DESCRIPTION
 JO0420
 JO0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0420'38.8 KM (24.3 MI) SE FROM GARRISON.
 JO0420'38.85 KM (24.3 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0420'OFFICE AT GARRISON, IN TOP OF THE NORTHWEST END OF A 4 BY 10 FOOT
 JO0420'PORTION OF LIMESTONE OUTCROP PROJECTING 3 INCHES ABOVE THE SURFACE OF
 JO0420'THE GROUND, AT THE SOUTHEAST END OF A HIGHWAY CUT, 0.35 KM (0.2 MI)
 JO0420'SOUTHEAST OF MILEPOST 25, 10.3 METERS (34 FT) NORTHEAST OF THE HIGHWAY
 JO0420'CENTERLINE, 35.8 METERS (117.5 FT) SOUTHEAST OF THE SOUTHEAST END OF A
 JO0420'WOOD BRACE IN THE RIGHT OF WAY FENCE AND 9.9 METERS (32.5 FT)
 JO0420'SOUTHWEST OF THE RIGHT OF WAY FENCE.
 JO0420'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 JO0420'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0465 ***********************************************************************
 LN0465  DESIGNATION -  A 379
 LN0465  PID         -  LN0465
 LN0465  STATE/COUNTY-  UT/DAGGETT
 LN0465  COUNTRY     -  US
 LN0465  USGS QUAD   -  MOUNT LENA (2017)
 LN0465
 LN0465                         *CURRENT SURVEY CONTROL
 LN0465  ______________________________________________________________________
 LN0465* NAD 83(1986) POSITION- 40 50 24.     (N) 109 27 50.     (W)   SCALED
 LN0465* NAVD 88 ORTHO HEIGHT -  2462.467 (meters)     8078.94  (feet) ADJUSTED
 LN0465  ______________________________________________________________________
 LN0465  GEOID HEIGHT    -        -13.684 (meters)                     GEOID18
 LN0465  DYNAMIC HEIGHT  -       2460.079 (meters)     8071.11  (feet) COMP
 LN0465  MODELED GRAVITY -    979,564.5   (mgal)                       NAVD 88
 LN0465
 LN0465  VERT ORDER      -  FIRST     CLASS II
 LN0465
 LN0465.The horizontal coordinates were scaled from a map and have
 LN0465.an estimated accuracy of +/- 6 seconds.
 LN0465
 LN0465.The orthometric height was determined by differential leveling and
 LN0465.adjusted by the NATIONAL GEODETIC SURVEY
 LN0465.in June 1991.
 LN0465
 LN0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0465.GEOID18 height accuracy estimate available here.
 LN0465
 LN0465.Click photographs - Photos may exist for this station.
 LN0465
 LN0465.The dynamic height is computed by dividing the NAVD 88
 LN0465.geopotential number by the normal gravity value computed on the
 LN0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0465.degrees latitude (g = 980.6199 gals.).
 LN0465
 LN0465.The modeled gravity was interpolated from observed gravity values.
 LN0465
 LN0465;                    North         East    Units  Estimated Accuracy
 LN0465;SPC UT N     - 1,058,280.      671,700.      MT  (+/- 180 meters Scaled)
 LN0465
 LN0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL295221(NAD 83)
 LN0465
 LN0465                          SUPERSEDED SURVEY CONTROL
 LN0465
 LN0465.No superseded survey control is available for this station.
 LN0465
 LN0465_MARKER: I = METAL ROD
 LN0465_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0465+WITH SETTING: INFORMATION.
 LN0465_STAMPING: A 379 1984
 LN0465_MARK LOGO: NGS
 LN0465_PROJECTION: FLUSH
 LN0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0465_ROD/PIPE-DEPTH: 0.9 meters
 LN0465
 LN0465  HISTORY     - Date     Condition        Report By
 LN0465  HISTORY     - 1984     MONUMENTED       NGS
 LN0465
 LN0465                          STATION DESCRIPTION
 LN0465
 LN0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0465'48.1 KM (29.85 MI) SOUT FROM MANILA.
 LN0465'44.3 KM (27.5 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0465'WITH STATE HIGHWAY 43 IN MANITA, THENCE 3.8 KM (2.35 MI) SOUTHERLY
 LN0465'ALONG U.S. HIGHWAY 191, 0.4 KM (0.25 MI) NORTH OF MILEPOST 233, 0.3 KM
 LN0465'(0.2 MI) SOUTH OF A LARGE FOREST SERVICE SIGN (FLAMING GORGE NATIONAL
 LN0465'RECREATION AREA), AND 12.2 M (40.0 FT) EAST OF THE CENTERLINE OF THE
 LN0465'HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 3.0 FT.  ACCESS TO THE DATUM
 LN0465'POINT IS THROUGH A 5-INCH LOGO CAP.
 LN0465'THE MARK IS 0.1 METERS  W FROM  A WITNESS POST
 LN0465'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0462 ***********************************************************************
 HM0462  DESIGNATION -  A 379
 HM0462  PID         -  HM0462
 HM0462  STATE/COUNTY-  UT/SAN JUAN
 HM0462  COUNTRY     -  US
 HM0462  USGS QUAD   -  NAVAJO CANYON (2017)
 HM0462
 HM0462                         *CURRENT SURVEY CONTROL
 HM0462  ______________________________________________________________________
 HM0462* NAD 83(1986) POSITION- 37 19 49.2    (N) 109 12 01.3    (W)   HD_HELD2
 HM0462* NAVD 88 ORTHO HEIGHT -  1566.274 (meters)     5138.68  (feet) ADJUSTED
 HM0462  ______________________________________________________________________
 HM0462  GEOID HEIGHT    -        -20.639 (meters)                     GEOID18
 HM0462  DYNAMIC HEIGHT  -       1564.488 (meters)     5132.82  (feet) COMP
 HM0462  MODELED GRAVITY -    979,435.1   (mgal)                       NAVD 88
 HM0462
 HM0462  VERT ORDER      -  FIRST     CLASS II
 HM0462
 HM0462.The horizontal coordinates were established by autonomous hand held GPS
 HM0462.observations and have an estimated accuracy of +/- 10 meters.
 HM0462
 HM0462.The orthometric height was determined by differential leveling and
 HM0462.adjusted by the NATIONAL GEODETIC SURVEY
 HM0462.in June 1991.
 HM0462
 HM0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0462.GEOID18 height accuracy estimate available here.
 HM0462
 HM0462.Click photographs - Photos may exist for this station.
 HM0462
 HM0462.The dynamic height is computed by dividing the NAVD 88
 HM0462.geopotential number by the normal gravity value computed on the
 HM0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0462.degrees latitude (g = 980.6199 gals.).
 HM0462
 HM0462.The modeled gravity was interpolated from observed gravity values.
 HM0462
 HM0462;                    North         East    Units  Estimated Accuracy
 HM0462;SPC UT S     - 3,076,162.      703,782.      MT  (+/- 10 meters HH2 GPS)
 HM0462
 HM0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG5943633037(NAD 83)
 HM0462
 HM0462                          SUPERSEDED SURVEY CONTROL
 HM0462
 HM0462.No superseded survey control is available for this station.
 HM0462
 HM0462_MARKER: I = METAL ROD
 HM0462_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HM0462+WITH SETTING: INFORMATION.
 HM0462_STAMPING: A 379 1984
 HM0462_MARK LOGO: NGS
 HM0462_PROJECTION: FLUSH
 HM0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0462_ROD/PIPE-DEPTH: 2.2 meters
 HM0462
 HM0462  HISTORY     - Date     Condition        Report By
 HM0462  HISTORY     - 1984     MONUMENTED       NGS
 HM0462
 HM0462                          STATION DESCRIPTION
 HM0462
 HM0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0462'51.4 KM (31.95 MI) NE FROM BLUFF.
 HM0462'18.2 KM (11.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0462'OFFICE IN BLUFF, THENCE 13.5 KM (8.4 MI) EASTERLY ALONG STATE HIGHWAY
 HM0462'262, THENCE 10.8 KM (6.7 MI) SOUTHEASTERLY ALONG A PAVED ROAD, THENCE
 HM0462'8.9 KM (5.55 MI) SOUTH AND EAST ALONG A GRAVELED ROAD, 0.5 KM (0.3 MI)
 HM0462'EAST OF A DIRT ROAD LEADING SOUTH, ON TOP OF A SMALL HIGHWAY CUT,
 HM0462'67.0 METERS (219.8 FT) WEST OF THE SOUTH END OF A 24-INCH METAL
 HM0462'CULVERT, 54.0 METERS (177.2 FT) EAST OF THE SOUTH END OF A 24-INCH
 HM0462'METAL CULVERT, AND 18.0 METERS (59.1 FT) SOUTH OF THE CENTER OF THE
 HM0462'ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HM0462'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 HM0462'THE MARK IS 1.0 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0089 ***********************************************************************
 JO0089  DESIGNATION -  A 38
 JO0089  PID         -  JO0089
 JO0089  STATE/COUNTY-  UT/PIUTE
 JO0089  COUNTRY     -  US
 JO0089  USGS QUAD   -  JUNCTION (2017)
 JO0089
 JO0089                         *CURRENT SURVEY CONTROL
 JO0089  ______________________________________________________________________
 JO0089* NAD 83(1986) POSITION- 38 12 56.     (N) 112 12 53.     (W)   SCALED
 JO0089* NAVD 88 ORTHO HEIGHT -  1826.561 (meters)     5992.64  (feet) ADJUSTED
 JO0089  ______________________________________________________________________
 JO0089  GEOID HEIGHT    -        -19.224 (meters)                     GEOID18
 JO0089  DYNAMIC HEIGHT  -       1824.468 (meters)     5985.78  (feet) COMP
 JO0089  MODELED GRAVITY -    979,418.6   (mgal)                       NAVD 88
 JO0089
 JO0089  VERT ORDER      -  SECOND    CLASS 0
 JO0089
 JO0089.The horizontal coordinates were scaled from a map and have
 JO0089.an estimated accuracy of +/- 6 seconds.
 JO0089
 JO0089.The orthometric height was determined by differential leveling and
 JO0089.adjusted by the NATIONAL GEODETIC SURVEY
 JO0089.in June 1991.
 JO0089
 JO0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0089.GEOID18 height accuracy estimate available here.
 JO0089
 JO0089.Click photographs - Photos may exist for this station.
 JO0089
 JO0089.The dynamic height is computed by dividing the NAVD 88
 JO0089.geopotential number by the normal gravity value computed on the
 JO0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0089.degrees latitude (g = 980.6199 gals.).
 JO0089
 JO0089.The modeled gravity was interpolated from observed gravity values.
 JO0089
 JO0089;                    North         East    Units  Estimated Accuracy
 JO0089;SPC UT S     - 3,172,140.      437,410.      MT  (+/- 180 meters Scaled)
 JO0089
 JO0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH936304(NAD 83)
 JO0089
 JO0089                          SUPERSEDED SURVEY CONTROL
 JO0089
 JO0089  NGVD 29 (??/??/92) 1825.341  (m)         5988.64   (f) ADJ UNCH    2 0
 JO0089
 JO0089.Superseded values are not recommended for survey control.
 JO0089
 JO0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0089.See file dsdata.pdf to determine how the superseded data were derived.
 JO0089
 JO0089_MARKER: DB = BENCH MARK DISK
 JO0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0089_STAMPING: A 38 1934
 JO0089_MARK LOGO: CGS
 JO0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0089+STABILITY: SURFACE MOTION
 JO0089
 JO0089  HISTORY     - Date     Condition        Report By
 JO0089  HISTORY     - 1934     MONUMENTED       CGS
 JO0089  HISTORY     - 1966     GOOD             USGS
 JO0089
 JO0089                          STATION DESCRIPTION
 JO0089
 JO0089'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 JO0089'1.6 MI S FROM JUNCTION.
 JO0089'1.6 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT JUNCTION,
 JO0089'ABOUT 230 FEET NORTH OF A SMALL STONE FOUNDATION, 40 FEET NORTH OF A
 JO0089'WOODEN GATE, 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND ONE
 JO0089'FOOT WEST OF THE FENCE, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0584 ***********************************************************************
 MS0584  DESIGNATION -  A 380
 MS0584  PID         -  MS0584
 MS0584  STATE/COUNTY-  UT/BOX ELDER
 MS0584  COUNTRY     -  US
 MS0584  USGS QUAD   -  SUNSET PASS (2017)
 MS0584
 MS0584                         *CURRENT SURVEY CONTROL
 MS0584  ______________________________________________________________________
 MS0584* NAD 83(1986) POSITION- 41 38 08.     (N) 112 30 04.     (W)   SCALED
 MS0584* NAVD 88 ORTHO HEIGHT -  1487.611 (meters)     4880.60  (feet) ADJUSTED
 MS0584  ______________________________________________________________________
 MS0584  GEOID HEIGHT    -        -15.705 (meters)                     GEOID18
 MS0584  DYNAMIC HEIGHT  -       1486.571 (meters)     4877.19  (feet) COMP
 MS0584  MODELED GRAVITY -    979,871.7   (mgal)                       NAVD 88
 MS0584
 MS0584  VERT ORDER      -  FIRST     CLASS II
 MS0584
 MS0584.The horizontal coordinates were scaled from a map and have
 MS0584.an estimated accuracy of +/- 6 seconds.
 MS0584
 MS0584.The orthometric height was determined by differential leveling and
 MS0584.adjusted by the NATIONAL GEODETIC SURVEY
 MS0584.in June 1991.
 MS0584
 MS0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0584.GEOID18 height accuracy estimate available here.
 MS0584
 MS0584.Click photographs - Photos may exist for this station.
 MS0584
 MS0584.The dynamic height is computed by dividing the NAVD 88
 MS0584.geopotential number by the normal gravity value computed on the
 MS0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0584.degrees latitude (g = 980.6199 gals.).
 MS0584
 MS0584.The modeled gravity was interpolated from observed gravity values.
 MS0584
 MS0584;                    North         East    Units  Estimated Accuracy
 MS0584;SPC UT N     - 1,145,100.      416,590.      MT  (+/- 180 meters Scaled)
 MS0584
 MS0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM749104(NAD 83)
 MS0584
 MS0584                          SUPERSEDED SURVEY CONTROL
 MS0584
 MS0584.No superseded survey control is available for this station.
 MS0584
 MS0584_MARKER: DB = BENCH MARK DISK
 MS0584_SETTING: 66 = SET IN ROCK OUTCROP
 MS0584_STAMPING: A 380 1984
 MS0584_MARK LOGO: NGS
 MS0584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0584+STABILITY: POSITION/ELEVATION WELL
 MS0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0584+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2004
 MS0584
 MS0584  HISTORY     - Date     Condition        Report By
 MS0584  HISTORY     - 1984     MONUMENTED       NGS
 MS0584  HISTORY     - 20040723 GOOD             GEOCAC
 MS0584
 MS0584                          STATION DESCRIPTION
 MS0584
 MS0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0584'5.6 KM (3.5 MI) NE FROM PROMONTORY.
 MS0584'5.60 KM (3.48 MI) NORTHEAST ALONG A PAVED ROAD FROM THE GOLDEN SPIKE
 MS0584'MONUMENT IN PROMONTORY, IN TOP OF THE EAST EDGE OF A 6- BY 11-FOOT
 MS0584'PORTION OF GRAY OUTCROP FLUSH WITH THE SURFACE OF THE GROUND AND ON
 MS0584'THE SOUTHEAST EDGE OF A LARGE GROUP OF OUTCROPS, 45.2 METERS
 MS0584'(148.5 FT) NORTH OF THE CENTER OF THE ROAD, 59.7 METERS (196 FT)
 MS0584'NORTHEAST OF THE EAST END OF A CUT AND 30.8 METERS (101 FT) NORTH OF A
 MS0584'FENCE.
 MS0584'THE MARK IS 0.2 METERS  E FROM A WITNESS POST.
 MS0584'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 MS0584
 MS0584                          STATION RECOVERY (2004)
 MS0584
 MS0584'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 MS0584'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0666 ***********************************************************************
 MS0666  DESIGNATION -  A 381
 MS0666  PID         -  MS0666
 MS0666  STATE/COUNTY-  UT/BOX ELDER
 MS0666  COUNTRY     -  US
 MS0666  USGS QUAD   -  BOVINE (2017)
 MS0666
 MS0666                         *CURRENT SURVEY CONTROL
 MS0666  ______________________________________________________________________
 MS0666* NAD 83(1986) POSITION- 41 26 36.     (N) 113 41 28.     (W)   SCALED
 MS0666* NAVD 88 ORTHO HEIGHT -  1363.155 (meters)     4472.28  (feet) ADJUSTED
 MS0666  ______________________________________________________________________
 MS0666  GEOID HEIGHT    -        -16.478 (meters)                     GEOID18
 MS0666  DYNAMIC HEIGHT  -       1362.198 (meters)     4469.14  (feet) COMP
 MS0666  MODELED GRAVITY -    979,873.9   (mgal)                       NAVD 88
 MS0666
 MS0666  VERT ORDER      -  FIRST     CLASS II
 MS0666
 MS0666.The horizontal coordinates were scaled from a map and have
 MS0666.an estimated accuracy of +/- 6 seconds.
 MS0666
 MS0666.The orthometric height was determined by differential leveling and
 MS0666.adjusted by the NATIONAL GEODETIC SURVEY
 MS0666.in June 1991.
 MS0666
 MS0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0666.GEOID18 height accuracy estimate available here.
 MS0666
 MS0666.Click photographs - Photos may exist for this station.
 MS0666
 MS0666.The dynamic height is computed by dividing the NAVD 88
 MS0666.geopotential number by the normal gravity value computed on the
 MS0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0666.degrees latitude (g = 980.6199 gals.).
 MS0666
 MS0666.The modeled gravity was interpolated from observed gravity values.
 MS0666
 MS0666;                    North         East    Units  Estimated Accuracy
 MS0666;SPC UT N     - 1,125,580.      316,920.      MT  (+/- 180 meters Scaled)
 MS0666
 MS0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL751914(NAD 83)
 MS0666
 MS0666                          SUPERSEDED SURVEY CONTROL
 MS0666
 MS0666.No superseded survey control is available for this station.
 MS0666
 MS0666_MARKER: DB = BENCH MARK DISK
 MS0666_SETTING: 66 = SET IN ROCK OUTCROP
 MS0666_STAMPING: A 381 1984
 MS0666_MARK LOGO: NGS
 MS0666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0666+STABILITY: POSITION/ELEVATION WELL
 MS0666
 MS0666  HISTORY     - Date     Condition        Report By
 MS0666  HISTORY     - 1984     MONUMENTED       NGS
 MS0666
 MS0666                          STATION DESCRIPTION
 MS0666
 MS0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0666'58.7 KM (36.5 MI) SW FROM PARK VALLEY.
 MS0666'58.72 KM (36.50 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0666'AT PARK VALLEY, IN TOP OF AND 0.6 METER (2 FT) NORTH OF THE SOUTH EDGE
 MS0666'OF A 6 BY 6 FOOT PORTION OF GRAY OUTCROP PROJECTING 1 FOOT ABOVE THE
 MS0666'SURFACE OF THE GROUND, AT THE SOUTH EDGE OF A LARGE GROUP OF OUTCROPS
 MS0666'ON THE SOUTHEAST SLOPE OF A HILL, 0.31 KM (0.19 MI) NORTHEAST OF
 MS0666'MILEPOST 19, 57.0 METERS (187 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 MS0666'57.0 METERS (187 FT) WEST-NORTHWEST OF THE NORTHWEST END OF A 24-INCH
 MS0666'CORRUGATED METAL PIPE CULVERT AND 53.3 METERS (175 FT) WEST OF A POWER
 MS0666'POLE.
 MS0666'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 MS0666'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0499 ***********************************************************************
 LN0499  DESIGNATION -  A 383
 LN0499  PID         -  LN0499
 LN0499  STATE/COUNTY-  UT/UINTAH
 LN0499  COUNTRY     -  US
 LN0499  USGS QUAD   -  DONKEY FLAT (2017)
 LN0499
 LN0499                         *CURRENT SURVEY CONTROL
 LN0499  ______________________________________________________________________
 LN0499* NAD 83(1986) POSITION- 40 34 18.     (N) 109 29 27.     (W)   SCALED
 LN0499* NAVD 88 ORTHO HEIGHT -  1789.346 (meters)     5870.55  (feet) ADJUSTED
 LN0499  ______________________________________________________________________
 LN0499  GEOID HEIGHT    -        -15.646 (meters)                     GEOID18
 LN0499  DYNAMIC HEIGHT  -       1787.687 (meters)     5865.10  (feet) COMP
 LN0499  MODELED GRAVITY -    979,634.9   (mgal)                       NAVD 88
 LN0499
 LN0499  VERT ORDER      -  FIRST     CLASS II
 LN0499
 LN0499.The horizontal coordinates were scaled from a map and have
 LN0499.an estimated accuracy of +/- 6 seconds.
 LN0499
 LN0499.The orthometric height was determined by differential leveling and
 LN0499.adjusted by the NATIONAL GEODETIC SURVEY
 LN0499.in June 1991.
 LN0499
 LN0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0499.GEOID18 height accuracy estimate available here.
 LN0499
 LN0499.Click photographs - Photos may exist for this station.
 LN0499
 LN0499.The dynamic height is computed by dividing the NAVD 88
 LN0499.geopotential number by the normal gravity value computed on the
 LN0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0499.degrees latitude (g = 980.6199 gals.).
 LN0499
 LN0499.The modeled gravity was interpolated from observed gravity values.
 LN0499
 LN0499;                    North         East    Units  Estimated Accuracy
 LN0499;SPC UT C     - 2,250,420.      670,110.      MT  (+/- 180 meters Scaled)
 LN0499
 LN0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK277923(NAD 83)
 LN0499
 LN0499                          SUPERSEDED SURVEY CONTROL
 LN0499
 LN0499.No superseded survey control is available for this station.
 LN0499
 LN0499_MARKER: I = METAL ROD
 LN0499_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0499_STAMPING: A 383 1984
 LN0499_MARK LOGO: NGS
 LN0499_PROJECTION: FLUSH
 LN0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0499_ROD/PIPE-DEPTH: 15.5 meters
 LN0499
 LN0499  HISTORY     - Date     Condition        Report By
 LN0499  HISTORY     - 1984     MONUMENTED       NGS
 LN0499
 LN0499                          STATION DESCRIPTION
 LN0499
 LN0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0499'14.6 KM (9.05 MI) NORTH FROM VERNAL.
 LN0499'14.6 KM (9.05 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0499'WITH U.S. HIGHWAY 40 IN VERNAL, 0.2 KM (0.1 MI) SOUTHWEST OF MILEPOST
 LN0499'210, 21.1 M (69.2 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15.4
 LN0499'M (50.5 FT) SOUTHEAST OF THE SOUTHEAST END OF A CATTLE GUARD, 4.3 M
 LN0499'(14.1 FT) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 2.2 M
 LN0499'(7.2 FT) NORTHWEST OF A FENCE CORNER, AND 0.4 M (1.3 FT) SOUTHWEST OF
 LN0499'A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LN0499'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LN0499'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0421 ***********************************************************************
 LN0421  DESIGNATION -  A 385
 LN0421  PID         -  LN0421
 LN0421  STATE/COUNTY-  UT/DAGGETT
 LN0421  COUNTRY     -  US
 LN0421  USGS QUAD   -  MANILA (2017)
 LN0421
 LN0421                         *CURRENT SURVEY CONTROL
 LN0421  ______________________________________________________________________
 LN0421* NAD 83(1986) POSITION- 40 58 31.08   (N) 109 43 17.36   (W)   HD_HELD1
 LN0421* NAVD 88 ORTHO HEIGHT -  1914.216 (meters)     6280.22  (feet) ADJUSTED
 LN0421  ______________________________________________________________________
 LN0421  GEOID HEIGHT    -        -14.023 (meters)                     GEOID18
 LN0421  DYNAMIC HEIGHT  -       1912.501 (meters)     6274.60  (feet) COMP
 LN0421  MODELED GRAVITY -    979,660.0   (mgal)                       NAVD 88
 LN0421
 LN0421  VERT ORDER      -  FIRST     CLASS II
 LN0421
 LN0421.The horizontal coordinates were determined by differentially corrected
 LN0421.hand held GPS observations or other comparable positioning techniques
 LN0421.and have an estimated accuracy of +/- 3 meters.
 LN0421
 LN0421.The orthometric height was determined by differential leveling and
 LN0421.adjusted by the NATIONAL GEODETIC SURVEY
 LN0421.in June 1991.
 LN0421
 LN0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0421.GEOID18 height accuracy estimate available here.
 LN0421
 LN0421.Click photographs - Photos may exist for this station.
 LN0421
 LN0421.The dynamic height is computed by dividing the NAVD 88
 LN0421.geopotential number by the normal gravity value computed on the
 LN0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0421.degrees latitude (g = 980.6199 gals.).
 LN0421
 LN0421.The modeled gravity was interpolated from observed gravity values.
 LN0421
 LN0421;                    North         East    Units  Estimated Accuracy
 LN0421;SPC UT N     - 1,072,821.5     649,676.0     MT  (+/- 3 meters HH1 GPS) 
 LN0421
 LN0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL0756636802(NAD 83)
 LN0421
 LN0421                          SUPERSEDED SURVEY CONTROL
 LN0421
 LN0421.No superseded survey control is available for this station.
 LN0421
 LN0421_MARKER: I = METAL ROD
 LN0421_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0421_STAMPING: A 385 1984
 LN0421_MARK LOGO: NGS
 LN0421_PROJECTION: FLUSH
 LN0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0421_ROD/PIPE-DEPTH: 6.4 meters
 LN0421
 LN0421  HISTORY     - Date     Condition        Report By
 LN0421  HISTORY     - 1984     MONUMENTED       NGS
 LN0421
 LN0421                          STATION DESCRIPTION
 LN0421
 LN0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0421'1.5 KM (0.95 MI) SOUTH FROM MANILA.
 LN0421'1.5 KM (0.95 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0421'WITH STATE HIGHWAY 43 IN MANILA, 17.7 M (58.1 FT) NORTHEAST OF THE
 LN0421'CENTERLINE OF THE HIGHWAY, 9.7 M (31.8 FT) NORTHEAST OF MILEPOST 27,
 LN0421'AND 5.9 M (19.4 FT) SOUTHEAST OF THE CENTER OF A GATE AND FIELD
 LN0421'ENTERANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 LN0421'CAP.
 LN0421'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 LN0421'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0443 ***********************************************************************
 LN0443  DESIGNATION -  A 386
 LN0443  PID         -  LN0443
 LN0443  STATE/COUNTY-  UT/DAGGETT
 LN0443  COUNTRY     -  US
 LN0443  USGS QUAD   -  MANILA (2017)
 LN0443
 LN0443                         *CURRENT SURVEY CONTROL
 LN0443  ______________________________________________________________________
 LN0443* NAD 83(1986) POSITION- 40 52 32.     (N) 109 41 31.     (W)   SCALED
 LN0443* NAVD 88 ORTHO HEIGHT -  2245.884 (meters)     7368.37  (feet) ADJUSTED
 LN0443  ______________________________________________________________________
 LN0443  GEOID HEIGHT    -        -13.357 (meters)                     GEOID18
 LN0443  DYNAMIC HEIGHT  -       2243.775 (meters)     7361.45  (feet) COMP
 LN0443  MODELED GRAVITY -    979,603.8   (mgal)                       NAVD 88
 LN0443
 LN0443  VERT ORDER      -  FIRST     CLASS II
 LN0443
 LN0443.The horizontal coordinates were scaled from a map and have
 LN0443.an estimated accuracy of +/- 6 seconds.
 LN0443
 LN0443.The orthometric height was determined by differential leveling and
 LN0443.adjusted by the NATIONAL GEODETIC SURVEY
 LN0443.in June 1991.
 LN0443
 LN0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0443.GEOID18 height accuracy estimate available here.
 LN0443
 LN0443.Click photographs - Photos may exist for this station.
 LN0443
 LN0443.The dynamic height is computed by dividing the NAVD 88
 LN0443.geopotential number by the normal gravity value computed on the
 LN0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0443.degrees latitude (g = 980.6199 gals.).
 LN0443
 LN0443.The modeled gravity was interpolated from observed gravity values.
 LN0443
 LN0443;                    North         East    Units  Estimated Accuracy
 LN0443;SPC UT N     - 1,061,800.      652,390.      MT  (+/- 180 meters Scaled)
 LN0443
 LN0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL102257(NAD 83)
 LN0443
 LN0443                          SUPERSEDED SURVEY CONTROL
 LN0443
 LN0443.No superseded survey control is available for this station.
 LN0443
 LN0443_MARKER: I = METAL ROD
 LN0443_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0443+WITH SETTING: INFORMATION.
 LN0443_STAMPING: A 386 1984
 LN0443_MARK LOGO: NGS
 LN0443_PROJECTION: FLUSH
 LN0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0443_ROD/PIPE-DEPTH: 1.3 meters
 LN0443
 LN0443  HISTORY     - Date     Condition        Report By
 LN0443  HISTORY     - 1984     MONUMENTED       NGS
 LN0443
 LN0443                          STATION DESCRIPTION
 LN0443
 LN0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0443'23.2 KM (14.4 MI) SOUTH FROM MANILA.
 LN0443'23.2 KM (14.4 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0443'WITH STATE HIGHWAY 43 IN MANILA, 0.8 KM (0.5 MI) SOUTHEAST OF A GRAVEL
 LN0443'ROAD LEADING TO HIDEOUT-EAGLE BASIN TRAIL, 0.4 KM (0.25 MI) NORTH OF
 LN0443'CARTER CREEK, 0.6 KM (0.35 MI) NORTH OF MILEPOST 13, AND 16.3 M
 LN0443'(53.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=REFUSAL WAS
 LN0443'REACHED AT 4.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 LN0443'CAP.
 LN0443'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LN0443'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0446 ***********************************************************************
 JO0446  DESIGNATION -  A 387
 JO0446  PID         -  JO0446
 JO0446  STATE/COUNTY-  UT/BEAVER
 JO0446  COUNTRY     -  US
 JO0446  USGS QUAD   -  WALLACES PEAK (2017)
 JO0446
 JO0446                         *CURRENT SURVEY CONTROL
 JO0446  ______________________________________________________________________
 JO0446* NAD 83(1986) POSITION- 38 28 20.     (N) 113 24 37.     (W)   SCALED
 JO0446* NAVD 88 ORTHO HEIGHT -  1496.875 (meters)     4911.00  (feet) ADJUSTED
 JO0446  ______________________________________________________________________
 JO0446  GEOID HEIGHT    -        -21.235 (meters)                     GEOID18
 JO0446  DYNAMIC HEIGHT  -       1495.319 (meters)     4905.89  (feet) COMP
 JO0446  MODELED GRAVITY -    979,537.6   (mgal)                       NAVD 88
 JO0446
 JO0446  VERT ORDER      -  FIRST     CLASS II
 JO0446
 JO0446.The horizontal coordinates were scaled from a map and have
 JO0446.an estimated accuracy of +/- 6 seconds.
 JO0446
 JO0446.The orthometric height was determined by differential leveling and
 JO0446.adjusted by the NATIONAL GEODETIC SURVEY
 JO0446.in June 1991.
 JO0446
 JO0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0446.GEOID18 height accuracy estimate available here.
 JO0446
 JO0446.Click photographs - Photos may exist for this station.
 JO0446
 JO0446.The dynamic height is computed by dividing the NAVD 88
 JO0446.geopotential number by the normal gravity value computed on the
 JO0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0446.degrees latitude (g = 980.6199 gals.).
 JO0446
 JO0446.The modeled gravity was interpolated from observed gravity values.
 JO0446
 JO0446;                    North         East    Units  Estimated Accuracy
 JO0446;SPC UT S     - 3,202,100.      333,310.      MT  (+/- 180 meters Scaled)
 JO0446
 JO0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH897609(NAD 83)
 JO0446
 JO0446                          SUPERSEDED SURVEY CONTROL
 JO0446
 JO0446.No superseded survey control is available for this station.
 JO0446
 JO0446_MARKER: I = METAL ROD
 JO0446_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0446_STAMPING: A 387 1984
 JO0446_MARK LOGO: NGS
 JO0446_PROJECTION: FLUSH
 JO0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0446_ROD/PIPE-DEPTH: 6.4 meters
 JO0446
 JO0446  HISTORY     - Date     Condition        Report By
 JO0446  HISTORY     - 1984     MONUMENTED       NGS
 JO0446
 JO0446                          STATION DESCRIPTION
 JO0446
 JO0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0446'37.8 KM (23.6 MI) WEST FROM MILFORD.
 JO0446'37.85 KM (23.65 MI) WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 JO0446'STATE HIGHWAY 257 AT MILFORD, 0.23 KM (0.15 MI) SOUTHEAST OF MILEPOST
 JO0446'53, 24.7 METERS (81 FT) NORTHEAST OF THE HIGHWAY CENTERLINE AND
 JO0446'43.0 METERS (141 FT) NORTH OF THE NORTHEAST END OF A 24-INCH
 JO0446'CORRUGATED METAL PIPE CULVERT.
 JO0446'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 JO0446'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DE6278 ***********************************************************************
 DE6278  DESIGNATION -  A 388
 DE6278  PID         -  DE6278
 DE6278  STATE/COUNTY-  UT/DUCHESNE
 DE6278  COUNTRY     -  US
 DE6278  USGS QUAD   -  MYTON SE (2017)
 DE6278
 DE6278                         *CURRENT SURVEY CONTROL
 DE6278  ______________________________________________________________________
 DE6278* NAD 83(1986) POSITION- 40 05 11.     (N) 110 05 49.     (W)   SCALED
 DE6278* NAVD 88 ORTHO HEIGHT -  1691.846 (meters)     5550.66  (feet) ADJUSTED
 DE6278  ______________________________________________________________________
 DE6278  GEOID HEIGHT    -        -17.816 (meters)                     GEOID18
 DE6278  DYNAMIC HEIGHT  -       1690.226 (meters)     5545.35  (feet) COMP
 DE6278  MODELED GRAVITY -    979,609.0   (mgal)                       NAVD 88
 DE6278
 DE6278  VERT ORDER      -  SECOND    CLASS II
 DE6278
 DE6278.The horizontal coordinates were scaled from a map and have
 DE6278.an estimated accuracy of +/- 6 seconds.
 DE6278
 DE6278.The orthometric height was determined by differential leveling and
 DE6278.adjusted by the NATIONAL GEODETIC SURVEY
 DE6278.in August 2002.
 DE6278
 DE6278.No vertical observational check was made to the station.
 DE6278
 DE6278.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6278.GEOID18 height accuracy estimate available here.
 DE6278
 DE6278.Click photographs - Photos may exist for this station.
 DE6278
 DE6278.The dynamic height is computed by dividing the NAVD 88
 DE6278.geopotential number by the normal gravity value computed on the
 DE6278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6278.degrees latitude (g = 980.6199 gals.).
 DE6278
 DE6278.The modeled gravity was interpolated from observed gravity values.
 DE6278
 DE6278;                    North         East    Units  Estimated Accuracy
 DE6278;SPC UT C     - 2,195,560.      619,650.      MT  (+/- 180 meters Scaled)
 DE6278
 DE6278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK769377(NAD 83)
 DE6278
 DE6278                          SUPERSEDED SURVEY CONTROL
 DE6278
 DE6278.No superseded survey control is available for this station.
 DE6278
 DE6278_MARKER: F = FLANGE-ENCASED ROD
 DE6278_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE6278_STAMPING: A 388 2002
 DE6278_MARK LOGO: NGS
 DE6278_PROJECTION: FLUSH
 DE6278_MAGNETIC: I = MARKER IS A STEEL ROD
 DE6278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6278+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2002
 DE6278_ROD/PIPE-DEPTH: 15.5 meters
 DE6278_SLEEVE-DEPTH  : 0.9 meters
 DE6278
 DE6278  HISTORY     - Date     Condition        Report By
 DE6278  HISTORY     - 20020424 MONUMENTED       NGS
 DE6278
 DE6278                          STATION DESCRIPTION
 DE6278
 DE6278'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 DE6278'2.2 KM (1.4 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 40 FROM THE JUNCTION
 DE6278'OF MAIN STREET IN MYTON, THENCE 2.7 KM (1.7 MI) SOUTHERLY ALONG ROAD
 DE6278'5550 W, THENCE 7.4 KM (4.6 MI) SOUTHERLY AND THEN SOUTHEASTERLY ALONG
 DE6278'ROAD 6000 W (ROAD TO SAND WASH), THENCE 4.0 KM (2.5 MI) SOUTHWESTERLY
 DE6278'ALONG A GRAVELED ROAD JUST NORTHWEST OF A SIGN (ENTERING BLM
 DE6278'ADMINISTERED LAND, PRAIRIE WETLANDS 17 MILES), 7.4 M (24.3 FT)
 DE6278'NORTHWEST OF THE CENTER OF THE ROAD AND 0.6 M (2.0 FT) SOUTHEAST OF A
 DE6278'WITNESS POST.
 DE6278'
 DE6278'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 DE6278'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 DE6278'THE MARK IS ON PROPERTY OWNED BY THE BUREAU OF LAND MANAGEMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0037 ***********************************************************************
 KN0037  DESIGNATION -  A 39
 KN0037  PID         -  KN0037
 KN0037  STATE/COUNTY-  UT/EMERY
 KN0037  COUNTRY     -  US
 KN0037  USGS QUAD   -  DESERT (2017)
 KN0037
 KN0037                         *CURRENT SURVEY CONTROL
 KN0037  ______________________________________________________________________
 KN0037* NAD 83(1994) POSITION- 39 00 50.82289(N) 110 17 04.68519(W)   ADJUSTED
 KN0037* NAVD 88 ORTHO HEIGHT -  1315.378 (meters)     4315.54  (feet) ADJUSTED
 KN0037  ______________________________________________________________________
 KN0037  GEOID HEIGHT    -        -19.822 (meters)                     GEOID18
 KN0037  LAPLACE CORR    -         -4.99  (seconds)                    DEFLEC18
 KN0037  DYNAMIC HEIGHT  -       1314.104 (meters)     4311.36  (feet) COMP
 KN0037  MODELED GRAVITY -    979,614.2   (mgal)                       NAVD 88
 KN0037
 KN0037  HORZ ORDER      -  SECOND
 KN0037  VERT ORDER      -  SECOND    CLASS 0
 KN0037
 KN0037.The horizontal coordinates were established by classical geodetic methods
 KN0037.and adjusted by the National Geodetic Survey in November 1997.
 KN0037
 KN0037.The orthometric height was determined by differential leveling and
 KN0037.adjusted by the NATIONAL GEODETIC SURVEY
 KN0037.in June 1991.
 KN0037
 KN0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0037.GEOID18 height accuracy estimate available here.
 KN0037
 KN0037.Click photographs - Photos may exist for this station.
 KN0037
 KN0037.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0037
 KN0037.The dynamic height is computed by dividing the NAVD 88
 KN0037.geopotential number by the normal gravity value computed on the
 KN0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0037.degrees latitude (g = 980.6199 gals.).
 KN0037
 KN0037.The modeled gravity was interpolated from observed gravity values.
 KN0037
 KN0037. The following values were computed from the NAD 83(1994) position.
 KN0037
 KN0037;                    North         East     Units Scale Factor Converg.
 KN0037;SPC UT C     - 2,076,296.650   605,258.621   MT  1.00000063   +0 46 42.7
 KN0037;SPC UT C     - 6,811,983.26  1,985,752.66   sFT  1.00000063   +0 46 42.7
 KN0037;UTM  12      - 4,318,586.611   561,932.755   MT  0.99964723   +0 27 01.2
 KN0037
 KN0037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0037!SPC UT C     -   0.99979677  x   1.00000063  =   0.99979740
 KN0037!UTM  12      -   0.99979677  x   0.99964723  =   0.99944408
 KN0037
 KN0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ6193218586(NAD 83)
 KN0037
 KN0037                          SUPERSEDED SURVEY CONTROL
 KN0037
 KN0037  NAD 83(1986)-  39 00 50.81011(N)    110 17 04.67881(W) AD(       ) 2
 KN0037  NAD 27      -  39 00 50.90948(N)    110 17 02.16133(W) AD(       ) 2
 KN0037  NGVD 29 (??/??/92) 1314.392  (m)         4312.30   (f) ADJ UNCH    2 0
 KN0037  NGVD 29            1314.39   (m)         4312.3    (f) LEVELING    3  
 KN0037
 KN0037.Superseded values are not recommended for survey control.
 KN0037
 KN0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0037.See file dsdata.pdf to determine how the superseded data were derived.
 KN0037
 KN0037_MARKER: DB = BENCH MARK DISK
 KN0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0037_STAMPING: A 39 1934
 KN0037_MARK LOGO: CGS
 KN0037_PROJECTION: PROJECTING 2 CENTIMETERS
 KN0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0037+STABILITY: SURFACE MOTION
 KN0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0037+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2019
 KN0037
 KN0037  HISTORY     - Date     Condition        Report By
 KN0037  HISTORY     - 1934     MONUMENTED       CGS
 KN0037  HISTORY     - 1966     GOOD             CGS
 KN0037  HISTORY     - 1966     GOOD             CGS
 KN0037  HISTORY     - 1974     GOOD             NGS
 KN0037  HISTORY     - 20060514 GOOD             GEOCAC
 KN0037  HISTORY     - 20190909 GOOD             WOOLPT
 KN0037
 KN0037                          STATION DESCRIPTION
 KN0037
 KN0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0037'7.0 MI N FROM GREEN RIVER.
 KN0037'ABOUT 7.0 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0037'FROM GREEN RIVER, EMERY COUNTY, ABOUT 7 RAILS NORTH OF MILEPOST 562,
 KN0037'ON THE CREST OF A SLIGHT KNOLL, ABOUT 60 FEET WEST OF THE TRACK, AND
 KN0037'ABOUT 200 FEET EAST OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 39
 KN0037'1934 AND SET IN THE TOP OF A CONCRETE POST.
 KN0037
 KN0037                          STATION RECOVERY (1966)
 KN0037
 KN0037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KN0037'BENCH MARK A 39, IS A STANDARD DISK, STAMPED A 39 1934, SET
 KN0037'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS
 KN0037'6 INCHES ABOVE THE GROUND.
 KN0037
 KN0037                          STATION RECOVERY (1966)
 KN0037
 KN0037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KN0037'RECOVERED IN GOOD CONDITION.
 KN0037
 KN0037                          STATION RECOVERY (1974)
 KN0037
 KN0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KN0037'TO REACH FROM THE POST OFFICE IN GREEN RIVER, GO NORTH OF BROADWAY
 KN0037'FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAYS 6 AND 50, THENCE
 KN0037'WEST ON U.S. HIGHWAYS 6 AND 50 FOR 1.2 MILES TO A RAILROAD OVERPASS
 KN0037'AND THE ENTRANCE TO INTERSTATE HIGHWAY 70. CONTINUE WEST ON
 KN0037'INTERSTATE HIGHWAY 70 AND U.S. HIGHWAYS 6 AND 30 FOR 2.2 MILES,
 KN0037'THENCE NORTHWESTERY ON U.S. HIGHWAYS 6 AND 50 FOR 3.7 MILES TO THE
 KN0037'BENCH MARK ON THE EAST SIDE OF HIGHWAY, ABOUT 250 FEET EAST OF MILE
 KN0037'POST 173, 86 FEET EAST OF A FENCE, 48 FEET WEST OF THE WEST RAIL,
 KN0037'STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 KN0037'THAT PROJECTS 1-INCH ABOVE THE GROUND.
 KN0037
 KN0037                          STATION RECOVERY (2006)
 KN0037
 KN0037'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KN0037'FOUND IN GOOD CONDITION 1.71 MILES SOUTHEAST OF STATION SALERATUS (PID
 KN0037'= KN0483).
 KN0037
 KN0037                          STATION RECOVERY (2019)
 KN0037
 KN0037'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2019 (ZH)
 KN0037'THE MARK IS ABOUT 200 FT (61.0 M) SOUTHEAST OF A GROUP OF THREE
 KN0037'RAILROAD SIGNAL TOWERS AT A SMALL STREAM CROSSING AND 2 FT (0.6 M)
 KN0037'NORTHEAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0001 ***********************************************************************
 KO0001  DESIGNATION -  A 4
 KO0001  PID         -  KO0001
 KO0001  STATE/COUNTY-  UT/MILLARD
 KO0001  COUNTRY     -  US
 KO0001  USGS QUAD   -  LYNNDYL WEST (2017)
 KO0001
 KO0001                         *CURRENT SURVEY CONTROL
 KO0001  ______________________________________________________________________
 KO0001* NAD 83(1986) POSITION- 39 30 10.     (N) 112 23 42.     (W)   SCALED
 KO0001* NAVD 88 ORTHO HEIGHT -  1457.914 (meters)     4783.17  (feet) ADJUSTED
 KO0001  ______________________________________________________________________
 KO0001  GEOID HEIGHT    -        -18.667 (meters)                     GEOID18
 KO0001  DYNAMIC HEIGHT  -       1456.598 (meters)     4778.86  (feet) COMP
 KO0001  MODELED GRAVITY -    979,673.0   (mgal)                       NAVD 88
 KO0001
 KO0001  VERT ORDER      -  FIRST     CLASS II
 KO0001
 KO0001.The horizontal coordinates were scaled from a map and have
 KO0001.an estimated accuracy of +/- 6 seconds.
 KO0001
 KO0001.The orthometric height was determined by differential leveling and
 KO0001.adjusted by the NATIONAL GEODETIC SURVEY
 KO0001.in June 1991.
 KO0001
 KO0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0001.GEOID18 height accuracy estimate available here.
 KO0001
 KO0001.Click photographs - Photos may exist for this station.
 KO0001
 KO0001.The dynamic height is computed by dividing the NAVD 88
 KO0001.geopotential number by the normal gravity value computed on the
 KO0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0001.degrees latitude (g = 980.6199 gals.).
 KO0001
 KO0001.The modeled gravity was interpolated from observed gravity values.
 KO0001
 KO0001;                    North         East    Units  Estimated Accuracy
 KO0001;SPC UT C     - 2,130,220.      423,030.      MT  (+/- 180 meters Scaled)
 KO0001
 KO0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ800735(NAD 83)
 KO0001
 KO0001                          SUPERSEDED SURVEY CONTROL
 KO0001
 KO0001  NGVD 29 (??/??/92) 1456.768  (m)         4779.41   (f) ADJ UNCH    1 2
 KO0001
 KO0001.Superseded values are not recommended for survey control.
 KO0001
 KO0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0001.See file dsdata.pdf to determine how the superseded data were derived.
 KO0001
 KO0001_MARKER: P = PIPE CAP
 KO0001_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0001_STAMPING: ELEV. 4779.413 FT.
 KO0001_MARK LOGO: CGS
 KO0001_MAGNETIC: P = MARKER IS A STEEL PIPE
 KO0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0001
 KO0001  HISTORY     - Date     Condition        Report By
 KO0001  HISTORY     - 1908     MONUMENTED       CGS
 KO0001  HISTORY     - 1949     GOOD             CGS
 KO0001  HISTORY     - 1970     MARK NOT FOUND   NGS
 KO0001
 KO0001                          STATION DESCRIPTION
 KO0001
 KO0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KO0001'1.5 MI SW FROM LYNNDYL.
 KO0001'ABOUT 1.5 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KO0001'STATION AT LYNNDYL, MILLARD COUNTY, ABOUT 13 POLES NORTHEAST OF MILE
 KO0001'POLE 664, 3 RAILS SOUTH OF THE END-OF-BLOCK SIGN, ABOUT 78 FEET
 KO0001'SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN
 KO0001'THE GRADE.  A STANDARD CAP, STAMPED ELEV. 4779.413 FT. AND FASTENED ON
 KO0001'THE TOP OF AN IRON PIPE SET IN CONCRETE AND PROJECTING ABOUT 2 FEET
 KO0001'ABOVE GROUND.
 KO0001
 KO0001                          STATION RECOVERY (1970)
 KO0001
 KO0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KO0001'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0065 ***********************************************************************
 KN0065  DESIGNATION -  A 40
 KN0065  PID         -  KN0065
 KN0065  STATE/COUNTY-  UT/EMERY
 KN0065  COUNTRY     -  US
 KN0065  USGS QUAD   -  BUCKHORN RESERVOIR (2017)
 KN0065
 KN0065                         *CURRENT SURVEY CONTROL
 KN0065  ______________________________________________________________________
 KN0065* NAD 83(1986) POSITION- 39 12 19.     (N) 110 51 50.     (W)   SCALED
 KN0065* NAVD 88 ORTHO HEIGHT -  1743.913 (meters)     5721.49  (feet) ADJUSTED
 KN0065  ______________________________________________________________________
 KN0065  GEOID HEIGHT    -        -17.815 (meters)                     GEOID18
 KN0065  DYNAMIC HEIGHT  -       1742.158 (meters)     5715.73  (feet) COMP
 KN0065  MODELED GRAVITY -    979,559.0   (mgal)                       NAVD 88
 KN0065
 KN0065  VERT ORDER      -  SECOND    CLASS 0
 KN0065
 KN0065.The horizontal coordinates were scaled from a map and have
 KN0065.an estimated accuracy of +/- 6 seconds.
 KN0065
 KN0065.The orthometric height was determined by differential leveling and
 KN0065.adjusted by the NATIONAL GEODETIC SURVEY
 KN0065.in June 1991.
 KN0065
 KN0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0065.GEOID18 height accuracy estimate available here.
 KN0065
 KN0065.Click photographs - Photos may exist for this station.
 KN0065
 KN0065.The dynamic height is computed by dividing the NAVD 88
 KN0065.geopotential number by the normal gravity value computed on the
 KN0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0065.degrees latitude (g = 980.6199 gals.).
 KN0065
 KN0065.The modeled gravity was interpolated from observed gravity values.
 KN0065
 KN0065;                    North         East    Units  Estimated Accuracy
 KN0065;SPC UT C     - 2,097,000.      554,940.      MT  (+/- 180 meters Scaled)
 KN0065
 KN0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ117395(NAD 83)
 KN0065
 KN0065                          SUPERSEDED SURVEY CONTROL
 KN0065
 KN0065  NGVD 29 (??/??/92) 1742.842  (m)         5717.97   (f) ADJ UNCH    2 0
 KN0065
 KN0065.Superseded values are not recommended for survey control.
 KN0065
 KN0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0065.See file dsdata.pdf to determine how the superseded data were derived.
 KN0065
 KN0065_MARKER: DB = BENCH MARK DISK
 KN0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0065_STAMPING: A 40 1934
 KN0065_MARK LOGO: CGS
 KN0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0065+STABILITY: SURFACE MOTION
 KN0065
 KN0065  HISTORY     - Date     Condition        Report By
 KN0065  HISTORY     - 1934     MONUMENTED       CGS
 KN0065  HISTORY     - 1970     GOOD             USGS
 KN0065
 KN0065                          STATION DESCRIPTION
 KN0065
 KN0065'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KN0065'9.7 MI E FROM CASTLE DALE.
 KN0065'CASTLE DALE, 1.6 MI. NE OF VIA STATE HIGHWAY 10, THENCE 8.55 MI. E TO
 KN0065'A SMALL STOCK POND ON THE SW SIDE OF THE ROAD, 340 FT. W OF CENTERLINE
 KN0065'OF ROAD OPPOSITE POND.  325 FT. SW OF CENTERLINE OF ROAD AT CUT. 0.55
 KN0065'MI. NW OF RED SEEP.  AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0220 ***********************************************************************
 KN0220  DESIGNATION -  A 41
 KN0220  PID         -  KN0220
 KN0220  STATE/COUNTY-  UT/EMERY
 KN0220  COUNTRY     -  US
 KN0220  USGS QUAD   -  CASTLE DALE (2017)
 KN0220
 KN0220                         *CURRENT SURVEY CONTROL
 KN0220  ______________________________________________________________________
 KN0220* NAD 83(1986) POSITION- 39 14 57.     (N) 111 04 41.     (W)   SCALED
 KN0220* NAVD 88 ORTHO HEIGHT -  1798.280 (meters)     5899.86  (feet) ADJUSTED
 KN0220  ______________________________________________________________________
 KN0220  GEOID HEIGHT    -        -17.046 (meters)                     GEOID18
 KN0220  DYNAMIC HEIGHT  -       1796.435 (meters)     5893.80  (feet) COMP
 KN0220  MODELED GRAVITY -    979,537.4   (mgal)                       NAVD 88
 KN0220
 KN0220  VERT ORDER      -  SECOND    CLASS 0
 KN0220
 KN0220.The horizontal coordinates were scaled from a map and have
 KN0220.an estimated accuracy of +/- 6 seconds.
 KN0220
 KN0220.The orthometric height was determined by differential leveling and
 KN0220.adjusted by the NATIONAL GEODETIC SURVEY
 KN0220.in June 1991.
 KN0220
 KN0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0220.GEOID18 height accuracy estimate available here.
 KN0220
 KN0220.Click photographs - Photos may exist for this station.
 KN0220
 KN0220.The dynamic height is computed by dividing the NAVD 88
 KN0220.geopotential number by the normal gravity value computed on the
 KN0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0220.degrees latitude (g = 980.6199 gals.).
 KN0220
 KN0220.The modeled gravity was interpolated from observed gravity values.
 KN0220
 KN0220;                    North         East    Units  Estimated Accuracy
 KN0220;SPC UT C     - 2,101,760.      536,420.      MT  (+/- 180 meters Scaled)
 KN0220
 KN0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ932444(NAD 83)
 KN0220
 KN0220                          SUPERSEDED SURVEY CONTROL
 KN0220
 KN0220  NGVD 29 (??/??/92) 1797.157  (m)         5896.17   (f) ADJ UNCH    2 0
 KN0220
 KN0220.Superseded values are not recommended for survey control.
 KN0220
 KN0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0220.See file dsdata.pdf to determine how the superseded data were derived.
 KN0220
 KN0220_MARKER: DB = BENCH MARK DISK
 KN0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0220_STAMPING: A 41 1934
 KN0220_MARK LOGO: CGS
 KN0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0220+STABILITY: SURFACE MOTION
 KN0220
 KN0220  HISTORY     - Date     Condition        Report By
 KN0220  HISTORY     - 1934     MONUMENTED       CGS
 KN0220  HISTORY     - 1976     MARK NOT FOUND   USGS
 KN0220
 KN0220                          STATION DESCRIPTION
 KN0220
 KN0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0220'2.3 MI W FROM ORANGEVILLE.
 KN0220'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 29 FROM THE PUBLIC SCHOOL AT
 KN0220'ORANGEVILLE, EMERY COUNTY, ABOUT 0.1 MILE WEST OF A FARMHOUSE AND
 KN0220'BUILDING, ON THE INSIDE OF A CURVE, 15 FEET FROM THE CENTER LINE OF
 KN0220'THE HIGHWAY, AND IN THE PROPERTY LINE.  A STANDARD DISK, STAMPED A 41
 KN0220'1934 AND SET IN THE TOP OF A CONCRETE POST.
 KN0220
 KN0220                          STATION RECOVERY (1976)
 KN0220
 KN0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KN0220'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0170 ***********************************************************************
 KN0170  DESIGNATION -  A 42
 KN0170  PID         -  KN0170
 KN0170  STATE/COUNTY-  UT/UTAH
 KN0170  COUNTRY     -  US
 KN0170  USGS QUAD   -  THISTLE (2017)
 KN0170
 KN0170                         *CURRENT SURVEY CONTROL
 KN0170  ______________________________________________________________________
 KN0170* NAD 83(1986) POSITION- 39 59 38.     (N) 111 29 56.     (W)   SCALED
 KN0170* NAVD 88 ORTHO HEIGHT -  1543.307 (meters)     5063.33  (feet) POSTED
 KN0170  ______________________________________________________________________
 KN0170  GEOID HEIGHT    -        -16.676 (meters)                     GEOID18
 KN0170  DYNAMIC HEIGHT  -       1541.88  (meters)     5058.7   (feet) COMP
 KN0170  MODELED GRAVITY -    979,648.1   (mgal)                       NAVD 88
 KN0170
 KN0170  VERT ORDER      -  * POSTED, SEE BELOW
 KN0170
 KN0170.The horizontal coordinates were scaled from a map and have
 KN0170.an estimated accuracy of +/- 6 seconds.
 KN0170
 KN0170.The orthometric height was determined by differential leveling
 KN0170.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KN0170
 KN0170.* This is a POSTED BENCH MARK height.
 KN0170
 KN0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0170.GEOID18 height accuracy estimate available here.
 KN0170
 KN0170.Click photographs - Photos may exist for this station.
 KN0170
 KN0170.The dynamic height is computed by dividing the NAVD 88
 KN0170.geopotential number by the normal gravity value computed on the
 KN0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0170.degrees latitude (g = 980.6199 gals.).
 KN0170
 KN0170.The modeled gravity was interpolated from observed gravity values.
 KN0170
 KN0170;                    North         East    Units  Estimated Accuracy
 KN0170;SPC UT C     - 2,184,350.      500,100.      MT  (+/- 180 meters Scaled)
 KN0170
 KN0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK574271(NAD 83)
 KN0170
 KN0170                          SUPERSEDED SURVEY CONTROL
 KN0170
 KN0170  NGVD 29 (??/??/92) 1542.241  (m)         5059.84   (f) ADJ UNCH    2 0
 KN0170
 KN0170.Superseded values are not recommended for survey control.
 KN0170
 KN0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0170.See file dsdata.pdf to determine how the superseded data were derived.
 KN0170
 KN0170_MARKER: DB = BENCH MARK DISK
 KN0170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0170_SP_SET: BRIDGE
 KN0170_STAMPING: A 42 1934
 KN0170_MARK LOGO: CGS
 KN0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0170
 KN0170  HISTORY     - Date     Condition        Report By
 KN0170  HISTORY     - 1934     MONUMENTED       CGS
 KN0170  HISTORY     - 1950     GOOD             USGS
 KN0170
 KN0170                          STATION DESCRIPTION
 KN0170
 KN0170'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KN0170'IN THISTLE.
 KN0170'AT SOUTH EDGE OF THISTLE, ON DENVER, RIO GRANDE WESTERN RAILROAD AT
 KN0170'FIRST ROAD CROSSING NORTH, 150 FEET EAST OF RAILROAD TRACK, 230 FEET
 KN0170'NORTH OF JUNCTION HIGHWAY SIGN AND SOUTH LARGE RED BRICK BUILDING. BM
 KN0170'IS 10 FEET FROM SOUTH END OF EAST CEMENT HIGHWAY BRIDGE RAILING AND 6
 KN0170'INCHES ABOVE BRIDGE FLOOR, AND SET IN THE CEMENT RAILING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0171 ***********************************************************************
 KN0171  DESIGNATION -  A 42 RESET
 KN0171  PID         -  KN0171
 KN0171  STATE/COUNTY-  UT/UTAH
 KN0171  COUNTRY     -  US
 KN0171  USGS QUAD   -  THISTLE (2017)
 KN0171
 KN0171                         *CURRENT SURVEY CONTROL
 KN0171  ______________________________________________________________________
 KN0171* NAD 83(1986) POSITION- 39 59 38.     (N) 111 29 56.     (W)   SCALED
 KN0171* NAVD 88 ORTHO HEIGHT -  1543.28  (+/-2cm)     5063.2   (feet) VERTCON3
 KN0171  ______________________________________________________________________
 KN0171  GEOID HEIGHT    -        -16.676 (meters)                     GEOID18
 KN0171  VERT ORDER      -  THIRD (See Below)
 KN0171
 KN0171.The horizontal coordinates were scaled from a map and have
 KN0171.an estimated accuracy of +/- 6 seconds.
 KN0171
 KN0171.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0171
 KN0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0171.GEOID18 height accuracy estimate available here.
 KN0171
 KN0171.The vertical order pertains to the NGVD 29 superseded value.
 KN0171
 KN0171.Click photographs - Photos may exist for this station.
 KN0171
 KN0171;                    North         East    Units  Estimated Accuracy
 KN0171;SPC UT C     - 2,184,350.      500,100.      MT  (+/- 180 meters Scaled)
 KN0171
 KN0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK574271(NAD 83)
 KN0171
 KN0171                          SUPERSEDED SURVEY CONTROL
 KN0171
 KN0171  NGVD 29 (??/??/??) 1542.21   (m)         5059.7    (f) RESET       3  
 KN0171
 KN0171.Superseded values are not recommended for survey control.
 KN0171
 KN0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0171.See file dsdata.pdf to determine how the superseded data were derived.
 KN0171
 KN0171_MARKER: DB = BENCH MARK DISK
 KN0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0171_SP_SET: BRIDGE
 KN0171_STAMPING: A 42 RESET 1964
 KN0171_MARK LOGO: CGS
 KN0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0171
 KN0171  HISTORY     - Date     Condition        Report By
 KN0171  HISTORY     - 1964     MONUMENTED       CGS
 KN0171
 KN0171                          STATION DESCRIPTION
 KN0171
 KN0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KN0171'IN THISTLE.
 KN0171'AT THE SOUTH EDGE OF THISTLE, 500 FEET SOUTHWEST OF A LARGE RED
 KN0171'SANDSTONE SCHOOL HOUSE, AT THE SOUTHEAST CORNER OF THE THISTLE CREEK
 KN0171'BRIDGE, SET FLUSH WITH BRIDGE CURB AT HIGHWAY STATION 1439+10. NOTE--
 KN0171'USE WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0255 ***********************************************************************
 KN0255  DESIGNATION -  A 43
 KN0255  PID         -  KN0255
 KN0255  STATE/COUNTY-  UT/SANPETE
 KN0255  COUNTRY     -  US
 KN0255  USGS QUAD   -  CHESTER (2017)
 KN0255
 KN0255                         *CURRENT SURVEY CONTROL
 KN0255  ______________________________________________________________________
 KN0255* NAD 83(1986) POSITION- 39 25 25.     (N) 111 33 31.     (W)   SCALED
 KN0255* NAVD 88 ORTHO HEIGHT -  1697.813 (meters)     5570.24  (feet) ADJUSTED
 KN0255  ______________________________________________________________________
 KN0255  GEOID HEIGHT    -        -17.386 (meters)                     GEOID18
 KN0255  DYNAMIC HEIGHT  -       1696.091 (meters)     5564.59  (feet) COMP
 KN0255  MODELED GRAVITY -    979,553.1   (mgal)                       NAVD 88
 KN0255
 KN0255  VERT ORDER      -  SECOND    CLASS 0
 KN0255
 KN0255.The horizontal coordinates were scaled from a map and have
 KN0255.an estimated accuracy of +/- 6 seconds.
 KN0255
 KN0255.The orthometric height was determined by differential leveling and
 KN0255.adjusted by the NATIONAL GEODETIC SURVEY
 KN0255.in June 1991.
 KN0255
 KN0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0255.GEOID18 height accuracy estimate available here.
 KN0255
 KN0255.Click photographs - Photos may exist for this station.
 KN0255
 KN0255.The dynamic height is computed by dividing the NAVD 88
 KN0255.geopotential number by the normal gravity value computed on the
 KN0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0255.degrees latitude (g = 980.6199 gals.).
 KN0255
 KN0255.The modeled gravity was interpolated from observed gravity values.
 KN0255
 KN0255;                    North         East    Units  Estimated Accuracy
 KN0255;SPC UT C     - 2,121,040.      494,950.      MT  (+/- 180 meters Scaled)
 KN0255
 KN0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ519639(NAD 83)
 KN0255
 KN0255                          SUPERSEDED SURVEY CONTROL
 KN0255
 KN0255  NGVD 29 (??/??/92) 1696.654  (m)         5566.44   (f) ADJ UNCH    2 0
 KN0255
 KN0255.Superseded values are not recommended for survey control.
 KN0255
 KN0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0255.See file dsdata.pdf to determine how the superseded data were derived.
 KN0255
 KN0255_MARKER: DB = BENCH MARK DISK
 KN0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0255_STAMPING: A 43 1934
 KN0255_MARK LOGO: CGS
 KN0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0255+STABILITY: SURFACE MOTION
 KN0255
 KN0255  HISTORY     - Date     Condition        Report By
 KN0255  HISTORY     - 1934     MONUMENTED       CGS
 KN0255
 KN0255                          STATION DESCRIPTION
 KN0255
 KN0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0255'4.5 MI S FROM SPRING CITY.
 KN0255'ABOUT 4.5 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0255'FROM THE STATION AT SPRING CITY, SANPETE COUNTY, ABOUT 18 RAILS NORTH
 KN0255'OF A CROSSING, AT A WYE, 38 FEET EAST OF THE TRACK, AND IN LINE WITH A
 KN0255'ROW OF POLES.  A STANDARD DISK, STAMPED A 43 1934 AND SET IN THE TOP
 KN0255'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0296 ***********************************************************************
 KN0296  DESIGNATION -  A 44
 KN0296  PID         -  KN0296
 KN0296  STATE/COUNTY-  UT/SANPETE
 KN0296  COUNTRY     -  US
 KN0296  USGS QUAD   -  FOUNTAIN GREEN SOUTH (2017)
 KN0296
 KN0296                         *CURRENT SURVEY CONTROL
 KN0296  ______________________________________________________________________
 KN0296* NAD 83(1986) POSITION- 39 34 17.     (N) 111 38 33.     (W)   SCALED
 KN0296* NAVD 88 ORTHO HEIGHT -  1755.356 (meters)     5759.03  (feet) ADJUSTED
 KN0296  ______________________________________________________________________
 KN0296  GEOID HEIGHT    -        -17.489 (meters)                     GEOID18
 KN0296  DYNAMIC HEIGHT  -       1753.577 (meters)     5753.19  (feet) COMP
 KN0296  MODELED GRAVITY -    979,551.8   (mgal)                       NAVD 88
 KN0296
 KN0296  VERT ORDER      -  SECOND    CLASS 0
 KN0296
 KN0296.The horizontal coordinates were scaled from a map and have
 KN0296.an estimated accuracy of +/- 6 seconds.
 KN0296
 KN0296.The orthometric height was determined by differential leveling and
 KN0296.adjusted by the NATIONAL GEODETIC SURVEY
 KN0296.in June 1991.
 KN0296
 KN0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0296.GEOID18 height accuracy estimate available here.
 KN0296
 KN0296.Click photographs - Photos may exist for this station.
 KN0296
 KN0296.The dynamic height is computed by dividing the NAVD 88
 KN0296.geopotential number by the normal gravity value computed on the
 KN0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0296.degrees latitude (g = 980.6199 gals.).
 KN0296
 KN0296.The modeled gravity was interpolated from observed gravity values.
 KN0296
 KN0296;                    North         East    Units  Estimated Accuracy
 KN0296;SPC UT C     - 2,137,460.      487,760.      MT  (+/- 180 meters Scaled)
 KN0296
 KN0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ448803(NAD 83)
 KN0296
 KN0296                          SUPERSEDED SURVEY CONTROL
 KN0296
 KN0296  NGVD 29 (??/??/92) 1754.139  (m)         5755.04   (f) ADJ UNCH    2 0
 KN0296
 KN0296.Superseded values are not recommended for survey control.
 KN0296
 KN0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0296.See file dsdata.pdf to determine how the superseded data were derived.
 KN0296
 KN0296_MARKER: DB = BENCH MARK DISK
 KN0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0296_STAMPING: A 44 1934
 KN0296_MARK LOGO: CGS
 KN0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0296+STABILITY: SURFACE MOTION
 KN0296
 KN0296  HISTORY     - Date     Condition        Report By
 KN0296  HISTORY     - 1934     MONUMENTED       CGS
 KN0296  HISTORY     - 1977     GOOD             USGS
 KN0296
 KN0296                          STATION DESCRIPTION
 KN0296
 KN0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0296'4.5 MI NW FROM MORONI.
 KN0296'ABOUT 4.5 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 KN0296'RAILROAD FROM THE STATION AT MORONI, SANPETE COUNTY, ABOUT 8 RAILS
 KN0296'SOUTH OF MILEPOST N 19, AND 24 FEET EAST OF THE TRACK.  A STANDARD
 KN0296'DISK, STAMPED A 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KN0296
 KN0296                          STATION RECOVERY (1977)
 KN0296
 KN0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 KN0296'FROM THE POST OFFICE IN MORONI GO WEST ON STATE HIGHWAY 132 FOR 0.4
 KN0296'MI. THENCE CONTINUING WEST ON PAVED COUNTY ROAD 2.6 MI. TO T-RD,
 KN0296'THENCE NORTH ON PAVED COUNTY ROAD 3.2 MI. TO TRACK ROAD WEST, THENCE
 KN0296'WEST ON TRACK ROAD 0.25 MI. TO T-RD. JUST WEST OF OLD RAILROAD GRADE.
 KN0296'BM IS 65 FT. EAST ALONG ROAD AND 90 FT. SOUTH, A STANDARD CAP SET IN
 KN0296'A CONCRETE POST PROJECTING 0.3 FT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0179 ***********************************************************************
 KO0179  DESIGNATION -  A 45
 KO0179  PID         -  KO0179
 KO0179  STATE/COUNTY-  UT/JUAB
 KO0179  COUNTRY     -  US
 KO0179  USGS QUAD   -  MILLS (2017)
 KO0179
 KO0179                         *CURRENT SURVEY CONTROL
 KO0179  ______________________________________________________________________
 KO0179* NAD 83(1986) POSITION- 39 29 21.     (N) 112 02 59.     (W)   SCALED
 KO0179* NAVD 88 ORTHO HEIGHT -  1498.887 (meters)     4917.60  (feet) ADJUSTED
 KO0179  ______________________________________________________________________
 KO0179  GEOID HEIGHT    -        -18.263 (meters)                     GEOID18
 KO0179  DYNAMIC HEIGHT  -       1497.474 (meters)     4912.96  (feet) COMP
 KO0179  MODELED GRAVITY -    979,632.0   (mgal)                       NAVD 88
 KO0179
 KO0179  VERT ORDER      -  SECOND    CLASS 0
 KO0179
 KO0179.The horizontal coordinates were scaled from a map and have
 KO0179.an estimated accuracy of +/- 6 seconds.
 KO0179
 KO0179.The orthometric height was determined by differential leveling and
 KO0179.adjusted by the NATIONAL GEODETIC SURVEY
 KO0179.in June 1991.
 KO0179
 KO0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0179.GEOID18 height accuracy estimate available here.
 KO0179
 KO0179.Click photographs - Photos may exist for this station.
 KO0179
 KO0179.The dynamic height is computed by dividing the NAVD 88
 KO0179.geopotential number by the normal gravity value computed on the
 KO0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0179.degrees latitude (g = 980.6199 gals.).
 KO0179
 KO0179.The modeled gravity was interpolated from observed gravity values.
 KO0179
 KO0179;                    North         East    Units  Estimated Accuracy
 KO0179;SPC UT C     - 2,128,460.      452,710.      MT  (+/- 180 meters Scaled)
 KO0179
 KO0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ097715(NAD 83)
 KO0179
 KO0179                          SUPERSEDED SURVEY CONTROL
 KO0179
 KO0179  NGVD 29 (??/??/92) 1497.725  (m)         4913.79   (f) ADJ UNCH    2 0
 KO0179
 KO0179.Superseded values are not recommended for survey control.
 KO0179
 KO0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0179.See file dsdata.pdf to determine how the superseded data were derived.
 KO0179
 KO0179_MARKER: DB = BENCH MARK DISK
 KO0179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KO0179_SP_SET: BRIDGE
 KO0179_STAMPING: A 45 1934
 KO0179_MARK LOGO: CGS
 KO0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KO0179
 KO0179  HISTORY     - Date     Condition        Report By
 KO0179  HISTORY     - 1934     MONUMENTED       CGS
 KO0179
 KO0179                          STATION DESCRIPTION
 KO0179
 KO0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0179'0.7 MI NW FROM MILLS.
 KO0179'ABOUT 0.7 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KO0179'WATER TANK AT MILLS, JUAB COUNTY, ABOUT 2 POLES WEST OF MILEPOST 689,
 KO0179'AT BRIDGE 688.93, IN THE CONCRETE TOP NEAR A HEAD WALL, 3 FEET NORTH
 KO0179'OF THE CENTER LINE OF THE TRACK, AND ABOUT 6 INCHES LOWER THAN THE
 KO0179'TRACK.  A STANDARD DISK, STAMPED A 45 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0156 ***********************************************************************
 KO0156  DESIGNATION -  A 46
 KO0156  PID         -  KO0156
 KO0156  STATE/COUNTY-  UT/MILLARD
 KO0156  COUNTRY     -  US
 KO0156  USGS QUAD   -  HOLDEN (2017)
 KO0156
 KO0156                         *CURRENT SURVEY CONTROL
 KO0156  ______________________________________________________________________
 KO0156* NAD 83(1986) POSITION- 39 03 30.     (N) 112 21 10.     (W)   SCALED
 KO0156* NAVD 88 ORTHO HEIGHT -  1466.826 (meters)     4812.41  (feet) ADJUSTED
 KO0156  ______________________________________________________________________
 KO0156  GEOID HEIGHT    -        -18.914 (meters)                     GEOID18
 KO0156  DYNAMIC HEIGHT  -       1465.434 (meters)     4807.84  (feet) COMP
 KO0156  MODELED GRAVITY -    979,627.7   (mgal)                       NAVD 88
 KO0156
 KO0156  VERT ORDER      -  SECOND    CLASS 0
 KO0156
 KO0156.The horizontal coordinates were scaled from a map and have
 KO0156.an estimated accuracy of +/- 6 seconds.
 KO0156
 KO0156.The orthometric height was determined by differential leveling and
 KO0156.adjusted by the NATIONAL GEODETIC SURVEY
 KO0156.in June 1991.
 KO0156
 KO0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0156.GEOID18 height accuracy estimate available here.
 KO0156
 KO0156.Click photographs - Photos may exist for this station.
 KO0156
 KO0156.The dynamic height is computed by dividing the NAVD 88
 KO0156.geopotential number by the normal gravity value computed on the
 KO0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0156.degrees latitude (g = 980.6199 gals.).
 KO0156
 KO0156.The modeled gravity was interpolated from observed gravity values.
 KO0156
 KO0156;                    North         East    Units  Estimated Accuracy
 KO0156;SPC UT C     - 2,080,840.      426,190.      MT  (+/- 180 meters Scaled)
 KO0156
 KO0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ829241(NAD 83)
 KO0156
 KO0156                          SUPERSEDED SURVEY CONTROL
 KO0156
 KO0156  NGVD 29 (??/??/92) 1465.738  (m)         4808.84   (f) ADJ UNCH    2 0
 KO0156
 KO0156.Superseded values are not recommended for survey control.
 KO0156
 KO0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0156.See file dsdata.pdf to determine how the superseded data were derived.
 KO0156
 KO0156_MARKER: DB = BENCH MARK DISK
 KO0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0156_STAMPING: A 46 1934
 KO0156_MARK LOGO: CGS
 KO0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0156+STABILITY: SURFACE MOTION
 KO0156
 KO0156  HISTORY     - Date     Condition        Report By
 KO0156  HISTORY     - 1934     MONUMENTED       CGS
 KO0156
 KO0156                          STATION DESCRIPTION
 KO0156
 KO0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0156'7.9 MI NW FROM FILLMORE.
 KO0156'ABOUT 7.9 MILES NORTHWEST ALONG THE LOS ANGELES AND SALT LAKE RAILROAD
 KO0156'FROM THE COURTHOUSE AT FILLMORE, MILLARD COUNTY, AT MILEPOST 26, ABOUT
 KO0156'1 MILE SOUTHEAST OF TWO FARMHOUSES, ABOUT 1/4 MILE WEST OF A ROW OF
 KO0156'POWER-TRANSMISSION LINE POLES, AND 27 FEET EAST OF THE TRACK. A
 KO0156'STANDARD DISK, STAMPED A 46 1934 AND SET IN THE TOP OF A CONCRETE
 KO0156'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0246 ***********************************************************************
 JN0246  DESIGNATION -  A 47
 JN0246  PID         -  JN0246
 JN0246  STATE/COUNTY-  UT/PIUTE
 JN0246  COUNTRY     -  US
 JN0246  USGS QUAD   -  PARKER KNOLL (2017)
 JN0246
 JN0246                         *CURRENT SURVEY CONTROL
 JN0246  ______________________________________________________________________
 JN0246* NAD 83(1986) POSITION- 38 18 14.70   (N) 111 58 10.90   (W)   HD_HELD1
 JN0246* NAVD 88 ORTHO HEIGHT -  2012.744 (meters)     6603.48  (feet) ADJUSTED
 JN0246  ______________________________________________________________________
 JN0246  GEOID HEIGHT    -        -18.410 (meters)                     GEOID18
 JN0246  DYNAMIC HEIGHT  -       2010.405 (meters)     6595.80  (feet) COMP
 JN0246  MODELED GRAVITY -    979,394.9   (mgal)                       NAVD 88
 JN0246
 JN0246  VERT ORDER      -  SECOND    CLASS 0
 JN0246
 JN0246.The horizontal coordinates were determined by differentially corrected
 JN0246.hand held GPS observations or other comparable positioning techniques
 JN0246.and have an estimated accuracy of +/- 3 meters.
 JN0246
 JN0246.The orthometric height was determined by differential leveling and
 JN0246.adjusted by the NATIONAL GEODETIC SURVEY
 JN0246.in June 1991.
 JN0246
 JN0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0246.GEOID18 height accuracy estimate available here.
 JN0246
 JN0246.Click photographs - Photos may exist for this station.
 JN0246
 JN0246.The dynamic height is computed by dividing the NAVD 88
 JN0246.geopotential number by the normal gravity value computed on the
 JN0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0246.degrees latitude (g = 980.6199 gals.).
 JN0246
 JN0246.The modeled gravity was interpolated from observed gravity values.
 JN0246
 JN0246;                    North         East    Units  Estimated Accuracy
 JN0246;SPC UT S     - 3,181,834.5     458,917.0     MT  (+/- 3 meters HH1 GPS) 
 JN0246
 JN0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH1521539999(NAD 83)
 JN0246
 JN0246                          SUPERSEDED SURVEY CONTROL
 JN0246
 JN0246  NGVD 29 (??/??/92) 2011.472  (m)         6599.30   (f) ADJ UNCH    2 0
 JN0246
 JN0246.Superseded values are not recommended for survey control.
 JN0246
 JN0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0246.See file dsdata.pdf to determine how the superseded data were derived.
 JN0246
 JN0246_MARKER: DB = BENCH MARK DISK
 JN0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0246_STAMPING: A 47 1934
 JN0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0246+STABILITY: SURFACE MOTION
 JN0246
 JN0246  HISTORY     - Date     Condition        Report By
 JN0246  HISTORY     - 1934     MONUMENTED       CGS
 JN0246  HISTORY     - 1969     MARK NOT FOUND   USGS
 JN0246  HISTORY     - 20101210 GOOD             GEOCAC
 JN0246
 JN0246                          STATION DESCRIPTION
 JN0246
 JN0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0246'15.8 MI S FROM KOOSHAREM.
 JN0246'IN PIUTE COUNTY, ABOUT 15.8 MILES SOUTH ALONG STATE HIGHWAY 62 FROM
 JN0246'THE SCHOOL BUILDING AT KOOSHAREM, SEVIER COUNTY, ABOUT 50 FEET NORTH
 JN0246'OF A SMALL DRY WASH, AND 20 FEET EAST OF THE CENTER LINE OF THE
 JN0246'HIGHWAY.  A STANDARD DISK, STAMPED A 47 1934 AND SET IN THE TOP OF A
 JN0246'CONCRETE POST.  NOTE-- NEW HIGHWAY WORKS HAS NO DOUBT DESTROYED THE
 JN0246'MARK.
 JN0246
 JN0246                          STATION RECOVERY (1969)
 JN0246
 JN0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JN0246'MARK NOT FOUND.
 JN0246
 JN0246                          STATION RECOVERY (2010)
 JN0246
 JN0246'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 JN0246'NEW HIGHWAY WAS NO DOUBT DESIGNED TO SAVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0087 ***********************************************************************
 JO0087  DESIGNATION -  A 48
 JO0087  PID         -  JO0087
 JO0087  STATE/COUNTY-  UT/PIUTE
 JO0087  COUNTRY     -  US
 JO0087  USGS QUAD   -  JUNCTION (2017)
 JO0087
 JO0087                         *CURRENT SURVEY CONTROL
 JO0087  ______________________________________________________________________
 JO0087* NAD 83(1986) POSITION- 38 13 35.85   (N) 112 13 01.00   (W)   HD_HELD1
 JO0087* NAVD 88 ORTHO HEIGHT -  1825.004 (meters)     5987.53  (feet) ADJUSTED
 JO0087  ______________________________________________________________________
 JO0087  GEOID HEIGHT    -        -19.214 (meters)                     GEOID18
 JO0087  DYNAMIC HEIGHT  -       1822.911 (meters)     5980.67  (feet) COMP
 JO0087  MODELED GRAVITY -    979,417.7   (mgal)                       NAVD 88
 JO0087
 JO0087  VERT ORDER      -  SECOND    CLASS 0
 JO0087
 JO0087.The horizontal coordinates were determined by differentially corrected
 JO0087.hand held GPS observations or other comparable positioning techniques
 JO0087.and have an estimated accuracy of +/- 3 meters.
 JO0087
 JO0087.The orthometric height was determined by differential leveling and
 JO0087.adjusted by the NATIONAL GEODETIC SURVEY
 JO0087.in June 1991.
 JO0087
 JO0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0087.GEOID18 height accuracy estimate available here.
 JO0087
 JO0087.Click photographs - Photos may exist for this station.
 JO0087
 JO0087.The dynamic height is computed by dividing the NAVD 88
 JO0087.geopotential number by the normal gravity value computed on the
 JO0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0087.degrees latitude (g = 980.6199 gals.).
 JO0087
 JO0087.The modeled gravity was interpolated from observed gravity values.
 JO0087
 JO0087;                    North         East    Units  Estimated Accuracy
 JO0087;SPC UT S     - 3,173,374.1     437,225.1     MT  (+/- 3 meters HH1 GPS) 
 JO0087
 JO0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH9348331660(NAD 83)
 JO0087
 JO0087                          SUPERSEDED SURVEY CONTROL
 JO0087
 JO0087  NGVD 29 (??/??/92) 1823.777  (m)         5983.51   (f) ADJ UNCH    2 0
 JO0087
 JO0087.Superseded values are not recommended for survey control.
 JO0087
 JO0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0087.See file dsdata.pdf to determine how the superseded data were derived.
 JO0087
 JO0087_MARKER: DB = BENCH MARK DISK
 JO0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0087_STAMPING: A 48 1934
 JO0087_MARK LOGO: CGS
 JO0087_PROJECTION: PROJECTING 13 CENTIMETERS
 JO0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0087+STABILITY: SURFACE MOTION
 JO0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0087+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2012
 JO0087
 JO0087  HISTORY     - Date     Condition        Report By
 JO0087  HISTORY     - 1934     MONUMENTED       CGS
 JO0087  HISTORY     - 1966     GOOD             USGS
 JO0087  HISTORY     - 20120613 GOOD             GEOCAC
 JO0087
 JO0087                          STATION DESCRIPTION
 JO0087
 JO0087'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 JO0087'0.8 MI S FROM JUNCTION.
 JO0087'0.8 MILES SOUTH ALONG U.S. 89 FROM THE COURTHOUSE AT JUNCTION, PIUTE
 JO0087'COUNTY, AT THE SOUTHEAST CORNER OF THE JUNCTION WITH OLD STATE HIGHWAY
 JO0087'22, 30 FEET EAST OF U.S. 89, AT THE CORNER OF THE RIGHT-OF-WAY FENCE,
 JO0087'AND IN LINE WITH A ROW OF POWER-TRANSMISSION LINE POLES, AND SET IN
 JO0087'THE TOP OF A CONCRETE POST.
 JO0087
 JO0087                          STATION RECOVERY (2012)
 JO0087
 JO0087'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 JO0087'RECOVERED IN GOOD CONDITION, AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0140 ***********************************************************************
 KN0140  DESIGNATION -  A 50
 KN0140  PID         -  KN0140
 KN0140  STATE/COUNTY-  UT/CARBON
 KN0140  COUNTRY     -  US
 KN0140  USGS QUAD   -  PRICE (2017)
 KN0140
 KN0140                         *CURRENT SURVEY CONTROL
 KN0140  ______________________________________________________________________
 KN0140* NAD 83(1986) POSITION- 39 35 59.     (N) 110 48 35.     (W)   SCALED
 KN0140* NAVD 88 ORTHO HEIGHT -  1700.636 (meters)     5579.50  (feet) ADJUSTED
 KN0140  ______________________________________________________________________
 KN0140  GEOID HEIGHT    -        -16.798 (meters)                     GEOID18
 KN0140  DYNAMIC HEIGHT  -       1698.996 (meters)     5574.12  (feet) COMP
 KN0140  MODELED GRAVITY -    979,602.1   (mgal)                       NAVD 88
 KN0140
 KN0140  VERT ORDER      -  SECOND    CLASS 0
 KN0140
 KN0140.The horizontal coordinates were scaled from a map and have
 KN0140.an estimated accuracy of +/- 6 seconds.
 KN0140
 KN0140.The orthometric height was determined by differential leveling and
 KN0140.adjusted by the NATIONAL GEODETIC SURVEY
 KN0140.in June 1991.
 KN0140
 KN0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0140.GEOID18 height accuracy estimate available here.
 KN0140
 KN0140.Click photographs - Photos may exist for this station.
 KN0140
 KN0140.The dynamic height is computed by dividing the NAVD 88
 KN0140.geopotential number by the normal gravity value computed on the
 KN0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0140.degrees latitude (g = 980.6199 gals.).
 KN0140
 KN0140.The modeled gravity was interpolated from observed gravity values.
 KN0140
 KN0140;                    North         East    Units  Estimated Accuracy
 KN0140;SPC UT C     - 2,140,820.      559,280.      MT  (+/- 180 meters Scaled)
 KN0140
 KN0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ163833(NAD 83)
 KN0140
 KN0140                          SUPERSEDED SURVEY CONTROL
 KN0140
 KN0140  NGVD 29 (??/??/92) 1699.598  (m)         5576.10   (f) ADJ UNCH    2 0
 KN0140
 KN0140.Superseded values are not recommended for survey control.
 KN0140
 KN0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0140.See file dsdata.pdf to determine how the superseded data were derived.
 KN0140
 KN0140_MARKER: DB = BENCH MARK DISK
 KN0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0140_SP_SET: BUILDING WALL
 KN0140_STAMPING: A 50 1934
 KN0140_MARK LOGO: CGS
 KN0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0140
 KN0140  HISTORY     - Date     Condition        Report By
 KN0140  HISTORY     - 1950     MONUMENTED       CGS
 KN0140  HISTORY     - 20091022 MARK NOT FOUND   GEOCAC
 KN0140
 KN0140                          STATION DESCRIPTION
 KN0140
 KN0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KN0140'IN PRICE.
 KN0140'AT PRICE, CARBON COUNTY, AT THE HIGH SCHOOL, IN THE WALL NEAR THE MAIN
 KN0140'ENTRANCE, AND ABOUT 3 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED A
 KN0140'50 1934 AND SET VERTICALLY.  NOTE-- THIS MARK IS LOCATED AT THE
 KN0140'CENTRAL GRADE SCHOOL INSTEAD OF THE HIGH SCHOOL AS LISTED.
 KN0140
 KN0140                          STATION RECOVERY (2009)
 KN0140
 KN0140'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 KN0140'THIS BUILDING WAS REMOVED JUST A COUPLE OF YEARS AGO.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0138 ***********************************************************************
 KN0138  DESIGNATION -  A 51
 KN0138  PID         -  KN0138
 KN0138  STATE/COUNTY-  UT/CARBON
 KN0138  COUNTRY     -  US
 KN0138  USGS QUAD   -  PRICE (2017)
 KN0138
 KN0138                         *CURRENT SURVEY CONTROL
 KN0138  ______________________________________________________________________
 KN0138* NAD 83(1986) POSITION- 39 35 18.     (N) 110 48 59.     (W)   SCALED
 KN0138* NAVD 88 ORTHO HEIGHT -  1679.462 (meters)     5510.03  (feet) ADJUSTED
 KN0138  ______________________________________________________________________
 KN0138  GEOID HEIGHT    -        -16.828 (meters)                     GEOID18
 KN0138  DYNAMIC HEIGHT  -       1677.842 (meters)     5504.72  (feet) COMP
 KN0138  MODELED GRAVITY -    979,602.4   (mgal)                       NAVD 88
 KN0138
 KN0138  VERT ORDER      -  SECOND    CLASS 0
 KN0138
 KN0138.The horizontal coordinates were scaled from a map and have
 KN0138.an estimated accuracy of +/- 6 seconds.
 KN0138
 KN0138.The orthometric height was determined by differential leveling and
 KN0138.adjusted by the NATIONAL GEODETIC SURVEY
 KN0138.in June 1991.
 KN0138
 KN0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0138.GEOID18 height accuracy estimate available here.
 KN0138
 KN0138.Click photographs - Photos may exist for this station.
 KN0138
 KN0138.The dynamic height is computed by dividing the NAVD 88
 KN0138.geopotential number by the normal gravity value computed on the
 KN0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0138.degrees latitude (g = 980.6199 gals.).
 KN0138
 KN0138.The modeled gravity was interpolated from observed gravity values.
 KN0138
 KN0138;                    North         East    Units  Estimated Accuracy
 KN0138;SPC UT C     - 2,139,550.      558,720.      MT  (+/- 180 meters Scaled)
 KN0138
 KN0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ157820(NAD 83)
 KN0138
 KN0138                          SUPERSEDED SURVEY CONTROL
 KN0138
 KN0138  NGVD 29 (??/??/92) 1678.422  (m)         5506.62   (f) ADJ UNCH    2 0
 KN0138
 KN0138.Superseded values are not recommended for survey control.
 KN0138
 KN0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0138.See file dsdata.pdf to determine how the superseded data were derived.
 KN0138
 KN0138_MARKER: DB = BENCH MARK DISK
 KN0138_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0138_SP_SET: RETAINING WALL
 KN0138_STAMPING: A 51 1934
 KN0138_MARK LOGO: CGS
 KN0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0138+STABILITY: SURFACE MOTION
 KN0138
 KN0138  HISTORY     - Date     Condition        Report By
 KN0138  HISTORY     - 1934     MONUMENTED       CGS
 KN0138
 KN0138                          STATION DESCRIPTION
 KN0138
 KN0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0138'0.9 MI S FROM PRICE.
 KN0138'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 KN0138'PRICE, CARBON COUNTY, AT A BRIDGE OVER PRICE RIVER, 24 FEET EAST OF
 KN0138'THE CENTER LINE OF THE HIGHWAY AND IN THE EAST RETAINING WALL.  A
 KN0138'STANDARD DISK, STAMPED A 51 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0117 ***********************************************************************
 KN0117  DESIGNATION -  A 52
 KN0117  PID         -  KN0117
 KN0117  STATE/COUNTY-  UT/CARBON
 KN0117  COUNTRY     -  US
 KN0117  USGS QUAD   -  MINNIE MAUD CREEK EAST (2017)
 KN0117
 KN0117                         *CURRENT SURVEY CONTROL
 KN0117  ______________________________________________________________________
 KN0117* NAD 83(1986) POSITION- 39 45 44.     (N) 110 31 26.     (W)   SCALED
 KN0117* NAVD 88 ORTHO HEIGHT -  2153.272 (meters)     7064.53  (feet) ADJUSTED
 KN0117  ______________________________________________________________________
 KN0117  GEOID HEIGHT    -        -16.485 (meters)                     GEOID18
 KN0117  DYNAMIC HEIGHT  -       2151.001 (meters)     7057.08  (feet) COMP
 KN0117  MODELED GRAVITY -    979,494.3   (mgal)                       NAVD 88
 KN0117
 KN0117  VERT ORDER      -  SECOND    CLASS 0
 KN0117
 KN0117.The horizontal coordinates were scaled from a map and have
 KN0117.an estimated accuracy of +/- 6 seconds.
 KN0117
 KN0117.The orthometric height was determined by differential leveling and
 KN0117.adjusted by the NATIONAL GEODETIC SURVEY
 KN0117.in June 1991.
 KN0117
 KN0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0117.GEOID18 height accuracy estimate available here.
 KN0117
 KN0117.Click photographs - Photos may exist for this station.
 KN0117
 KN0117.The dynamic height is computed by dividing the NAVD 88
 KN0117.geopotential number by the normal gravity value computed on the
 KN0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0117.degrees latitude (g = 980.6199 gals.).
 KN0117
 KN0117.The modeled gravity was interpolated from observed gravity values.
 KN0117
 KN0117;                    North         East    Units  Estimated Accuracy
 KN0117;SPC UT C     - 2,159,090.      583,630.      MT  (+/- 180 meters Scaled)
 KN0117
 KN0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK407014(NAD 83)
 KN0117
 KN0117                          SUPERSEDED SURVEY CONTROL
 KN0117
 KN0117  NGVD 29 (??/??/92) 2151.983  (m)         7060.30   (f) ADJ UNCH    2 0
 KN0117
 KN0117.Superseded values are not recommended for survey control.
 KN0117
 KN0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0117.See file dsdata.pdf to determine how the superseded data were derived.
 KN0117
 KN0117_MARKER: DB = BENCH MARK DISK
 KN0117_SETTING: 80 = SET IN A BOULDER
 KN0117_STAMPING: A 52 1934
 KN0117_MARK LOGO: CGS
 KN0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0117+STABILITY: SURFACE MOTION
 KN0117
 KN0117  HISTORY     - Date     Condition        Report By
 KN0117  HISTORY     - 1934     MONUMENTED       CGS
 KN0117
 KN0117                          STATION DESCRIPTION
 KN0117
 KN0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0117'3.9 MI E FROM WELLINGTON.
 KN0117'ABOUT 3.9 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE DENVER AND RIO
 KN0117'GRANDE WESTERN RAILROAD STATION AT WELLINGTON, CARBON COUNTY, THENCE
 KN0117'ABOUT 18.3 MILES NORTHEAST ALONG STATE HIGHWAY 53.  ABOUT 7.5 MILES
 KN0117'NORTHEAST OF THE NINE MILE COAL MINE, IN A CANYON, ABOUT 10 FEET EAST
 KN0117'OF THE HIGHWAY, IN THE TOP OF A SANDSTONE BOULDER, AND ABOUT 28 INCHES
 KN0117'ABOVE GROUND.  A STANDARD DISK, STAMPED A 52 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0429 ***********************************************************************
 LO0429  DESIGNATION -  A 54
 LO0429  PID         -  LO0429
 LO0429  STATE/COUNTY-  UT/WASATCH
 LO0429  COUNTRY     -  US
 LO0429  USGS QUAD   -  STRAWBERRY RESERVOIR NW (2017)
 LO0429
 LO0429                         *CURRENT SURVEY CONTROL
 LO0429  ______________________________________________________________________
 LO0429* NAD 83(1986) POSITION- 40 13 04.     (N) 111 11 21.     (W)   SCALED
 LO0429* NAVD 88 ORTHO HEIGHT -  2371.750 (meters)     7781.32  (feet) ADJUSTED
 LO0429  ______________________________________________________________________
 LO0429  GEOID HEIGHT    -        -15.675 (meters)                     GEOID18
 LO0429  DYNAMIC HEIGHT  -       2369.243 (meters)     7773.09  (feet) COMP
 LO0429  MODELED GRAVITY -    979,482.9   (mgal)                       NAVD 88
 LO0429
 LO0429  VERT ORDER      -  SECOND    CLASS 0
 LO0429
 LO0429.The horizontal coordinates were scaled from a map and have
 LO0429.an estimated accuracy of +/- 6 seconds.
 LO0429
 LO0429.The orthometric height was determined by differential leveling and
 LO0429.adjusted by the NATIONAL GEODETIC SURVEY
 LO0429.in June 1991.
 LO0429
 LO0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0429.GEOID18 height accuracy estimate available here.
 LO0429
 LO0429.Click photographs - Photos may exist for this station.
 LO0429
 LO0429.The dynamic height is computed by dividing the NAVD 88
 LO0429.geopotential number by the normal gravity value computed on the
 LO0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0429.degrees latitude (g = 980.6199 gals.).
 LO0429
 LO0429.The modeled gravity was interpolated from observed gravity values.
 LO0429
 LO0429;                    North         East    Units  Estimated Accuracy
 LO0429;SPC UT C     - 2,209,260.      526,460.      MT  (+/- 180 meters Scaled)
 LO0429
 LO0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK839519(NAD 83)
 LO0429
 LO0429                          SUPERSEDED SURVEY CONTROL
 LO0429
 LO0429  NGVD 29 (??/??/92) 2370.359  (m)         7776.75   (f) ADJ UNCH    2 0
 LO0429
 LO0429.Superseded values are not recommended for survey control.
 LO0429
 LO0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0429.See file dsdata.pdf to determine how the superseded data were derived.
 LO0429
 LO0429_MARKER: DB = BENCH MARK DISK
 LO0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0429_STAMPING: A 54 1934
 LO0429_MARK LOGO: CGS
 LO0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0429+STABILITY: SURFACE MOTION
 LO0429
 LO0429  HISTORY     - Date     Condition        Report By
 LO0429  HISTORY     - 1934     MONUMENTED       CGS
 LO0429  HISTORY     - 1964     MARK NOT FOUND   CGS
 LO0429
 LO0429                          STATION DESCRIPTION
 LO0429
 LO0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0429'22.8 MI W FROM FRUITLAND.
 LO0429'IN WASATCH COUNTY, 22.8 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0429'OFFICE AT FRUITLAND, DUCHESNE COUNTY, THENCE 1.7 MILES SOUTH ALONG THE
 LO0429'ROAD LEADING TO THISTLE.  AT THE WEST PORTAL OF STRAWBERRY RESERVIOR,
 LO0429'AT THE TOP OF A HILL, AND 22 FEET WEST OF THE CENTER LINE OF THE ROAD.
 LO0429'A STANDARD DISK, STAMPED A 54 1934 AND SET IN THE TOP OF A CONCRETE
 LO0429'POST.
 LO0429
 LO0429                          STATION RECOVERY (1964)
 LO0429
 LO0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LO0429'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0492 ***********************************************************************
 LO0492  DESIGNATION -  A 55
 LO0492  PID         -  LO0492
 LO0492  STATE/COUNTY-  UT/UTAH
 LO0492  COUNTRY     -  US
 LO0492  USGS QUAD   -  SPANISH FORK (2017)
 LO0492
 LO0492                         *CURRENT SURVEY CONTROL
 LO0492  ______________________________________________________________________
 LO0492* NAD 83(1986) POSITION- 40 03 22.     (N) 111 44 51.     (W)   SCALED
 LO0492* NAVD 88 ORTHO HEIGHT -  1391.545 (meters)     4565.43  (feet) ADJUSTED
 LO0492  ______________________________________________________________________
 LO0492  GEOID HEIGHT    -        -17.491 (meters)                     GEOID18
 LO0492  DYNAMIC HEIGHT  -       1390.316 (meters)     4561.40  (feet) COMP
 LO0492  MODELED GRAVITY -    979,694.2   (mgal)                       NAVD 88
 LO0492
 LO0492  VERT ORDER      -  SECOND    CLASS 0
 LO0492
 LO0492.The horizontal coordinates were scaled from a map and have
 LO0492.an estimated accuracy of +/- 6 seconds.
 LO0492
 LO0492.The orthometric height was determined by differential leveling and
 LO0492.adjusted by the NATIONAL GEODETIC SURVEY
 LO0492.in June 1991.
 LO0492
 LO0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0492.GEOID18 height accuracy estimate available here.
 LO0492
 LO0492.Click photographs - Photos may exist for this station.
 LO0492
 LO0492.The dynamic height is computed by dividing the NAVD 88
 LO0492.geopotential number by the normal gravity value computed on the
 LO0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0492.degrees latitude (g = 980.6199 gals.).
 LO0492
 LO0492.The modeled gravity was interpolated from observed gravity values.
 LO0492
 LO0492;                    North         East    Units  Estimated Accuracy
 LO0492;SPC UT C     - 2,191,290.      478,880.      MT  (+/- 180 meters Scaled)
 LO0492
 LO0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK362342(NAD 83)
 LO0492
 LO0492                          SUPERSEDED SURVEY CONTROL
 LO0492
 LO0492  NGVD 29 (??/??/92) 1390.517  (m)         4562.05   (f) ADJ UNCH    2 0
 LO0492
 LO0492.Superseded values are not recommended for survey control.
 LO0492
 LO0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0492.See file dsdata.pdf to determine how the superseded data were derived.
 LO0492
 LO0492_MARKER: DB = BENCH MARK DISK
 LO0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0492_SP_SET: CULVERT
 LO0492_STAMPING: A 55 1934
 LO0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0492
 LO0492  HISTORY     - Date     Condition        Report By
 LO0492  HISTORY     - 1934     MONUMENTED       CGS
 LO0492  HISTORY     - 19900215 MARK NOT FOUND   USGS
 LO0492
 LO0492                          STATION DESCRIPTION
 LO0492
 LO0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0492'1.1 MI NE FROM PAYSON.
 LO0492'ABOUT 1.1 MILES NORTHEAST ALONG THE LOS ANGELES AND SALT LAKE RAILROAD
 LO0492'FROM THE STATION AT PAYSON, UTAH COUNTY, ABOUT 3 RAILS SOUTHWEST OF
 LO0492'MILEPOST 738, AT A ROAD CROSSING, AT IRRIGATION CULVERT 737.97, AND IN
 LO0492'THE TOP OF THE SOUTHEAST HEAD WALL.  A STANDARD DISK, STAMPED A 55
 LO0492'1934.
 LO0492
 LO0492                          STATION RECOVERY (1990)
 LO0492
 LO0492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SB)
 LO0492'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0335 ***********************************************************************
 KN0335  DESIGNATION -  A 56
 KN0335  PID         -  KN0335
 KN0335  STATE/COUNTY-  UT/UTAH
 KN0335  COUNTRY     -  US
 KN0335  USGS QUAD   -  SANTAQUIN (2017)
 KN0335
 KN0335                         *CURRENT SURVEY CONTROL
 KN0335  ______________________________________________________________________
 KN0335* NAD 83(1986) POSITION- 39 58 55.28   (N) 111 50 26.91   (W)   HD_HELD1
 KN0335* NAVD 88 ORTHO HEIGHT -  1411.780 (meters)     4631.81  (feet) ADJUSTED
 KN0335  ______________________________________________________________________
 KN0335  GEOID HEIGHT    -        -17.536 (meters)                     GEOID18
 KN0335  DYNAMIC HEIGHT  -       1410.538 (meters)     4627.74  (feet) COMP
 KN0335  MODELED GRAVITY -    979,697.6   (mgal)                       NAVD 88
 KN0335
 KN0335  VERT ORDER      -  SECOND    CLASS 0
 KN0335
 KN0335.The horizontal coordinates were determined by differentially corrected
 KN0335.hand held GPS observations or other comparable positioning techniques
 KN0335.and have an estimated accuracy of +/- 3 meters.
 KN0335
 KN0335.The orthometric height was determined by differential leveling and
 KN0335.adjusted by the NATIONAL GEODETIC SURVEY
 KN0335.in June 1991.
 KN0335
 KN0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0335.GEOID18 height accuracy estimate available here.
 KN0335
 KN0335.Click photographs - Photos may exist for this station.
 KN0335
 KN0335.The dynamic height is computed by dividing the NAVD 88
 KN0335.geopotential number by the normal gravity value computed on the
 KN0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0335.degrees latitude (g = 980.6199 gals.).
 KN0335
 KN0335.The modeled gravity was interpolated from observed gravity values.
 KN0335
 KN0335;                    North         East    Units  Estimated Accuracy
 KN0335;SPC UT C     - 2,183,090.8     470,892.4     MT  (+/- 3 meters HH1 GPS) 
 KN0335
 KN0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK2820926100(NAD 83)
 KN0335
 KN0335                          SUPERSEDED SURVEY CONTROL
 KN0335
 KN0335  NGVD 29 (??/??/92) 1410.718  (m)         4628.33   (f) ADJ UNCH    2 0
 KN0335
 KN0335.Superseded values are not recommended for survey control.
 KN0335
 KN0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0335.See file dsdata.pdf to determine how the superseded data were derived.
 KN0335
 KN0335_MARKER: DB = BENCH MARK DISK
 KN0335_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KN0335_SP_SET: IRRIGATION GATE
 KN0335_STAMPING: A 56 1934
 KN0335_MARK LOGO: CGS
 KN0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0335
 KN0335  HISTORY     - Date     Condition        Report By
 KN0335  HISTORY     - 1934     MONUMENTED       CGS
 KN0335
 KN0335                          STATION DESCRIPTION
 KN0335
 KN0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0335'2.2 MI W FROM SANTAQUIN.
 KN0335'ABOUT 2.2 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0335'FROM THE UNION PACIFIC RAILROAD STATION AT SANTAQUIN, UTAH COUNTY,
 KN0335'ABOUT 150 FEET NORTH OF A CROSSING, NORTH OF A HIGHWAY AND THE TRACK,
 KN0335'AT A FOUR-CORNERS, AND IN THE TOP OF AN IRRIGATION GATE.  A STANDARD
 KN0335'DISK, STAMPED A 56 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0112 ***********************************************************************
 HO0112  DESIGNATION -  A 57
 HO0112  PID         -  HO0112
 HO0112  STATE/COUNTY-  UT/KANE
 HO0112  COUNTRY     -  US
 HO0112  USGS QUAD   -  KANAB (2017)
 HO0112
 HO0112                         *CURRENT SURVEY CONTROL
 HO0112  ______________________________________________________________________
 HO0112* NAD 83(2011) POSITION- 37 00 11.20869(N) 112 31 44.95265(W)   ADJUSTED
 HO0112* NAD 83(2011) ELLIP HT-  1460.059 (meters)        (06/27/12)   ADJUSTED
 HO0112* NAD 83(2011) EPOCH   -  2010.00
 HO0112* NAVD 88 ORTHO HEIGHT -  1482.202 (meters)     4862.86  (feet) ADJUSTED
 HO0112  ______________________________________________________________________
 HO0112  GEOID HEIGHT    -        -22.124 (meters)                     GEOID18
 HO0112  NAD 83(2011) X  - -1,954,447.170 (meters)                     COMP
 HO0112  NAD 83(2011) Y  - -4,711,670.522 (meters)                     COMP
 HO0112  NAD 83(2011) Z  -  3,818,547.857 (meters)                     COMP
 HO0112  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 HO0112  DYNAMIC HEIGHT  -       1480.529 (meters)     4857.37  (feet) COMP
 HO0112  MODELED GRAVITY -    979,450.4   (mgal)                       NAVD 88
 HO0112
 HO0112  VERT ORDER      -  FIRST     CLASS II
 HO0112
 HO0112  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HO0112  Standards:
 HO0112         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HO0112            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HO0112  -------------------------------------------------------------------
 HO0112  NETWORK    0.70   1.57           0.31   0.26   0.80      0.12279852
 HO0112  -------------------------------------------------------------------
 HO0112  Click here for local accuracies and other accuracy information.
 HO0112
 HO0112.The horizontal coordinates were established by GPS observations
 HO0112.and adjusted by the National Geodetic Survey in June 2012.
 HO0112
 HO0112.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HO0112.been affixed to the stable North American tectonic plate. See 
 HO0112.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HO0112
 HO0112.The horizontal coordinates are valid at the epoch date displayed above
 HO0112.which is a decimal equivalence of Year/Month/Day.
 HO0112
 HO0112.The orthometric height was determined by differential leveling and
 HO0112.adjusted by the NATIONAL GEODETIC SURVEY
 HO0112.in June 1991.
 HO0112
 HO0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0112.GEOID18 height accuracy estimate available here.
 HO0112
 HO0112.Click photographs - Photos may exist for this station.
 HO0112
 HO0112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HO0112
 HO0112.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0112
 HO0112.The ellipsoidal height was determined by GPS observations
 HO0112.and is referenced to NAD 83.
 HO0112
 HO0112.The dynamic height is computed by dividing the NAVD 88
 HO0112.geopotential number by the normal gravity value computed on the
 HO0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0112.degrees latitude (g = 980.6199 gals.).
 HO0112
 HO0112.The modeled gravity was interpolated from observed gravity values.
 HO0112
 HO0112. The following values were computed from the NAD 83(2011) position.
 HO0112
 HO0112;                    North         East     Units Scale Factor Converg.
 HO0112;SPC UT S     - 3,037,844.423   408,394.927   MT  1.00004347   -0 37 50.0
 HO0112;SPC UT S     - 9,966,661.24  1,339,875.69   sFT  1.00004347   -0 37 50.0
 HO0112;UTM  12      - 4,096,310.645   363,942.989   MT  0.99982805   -0 55 13.7
 HO0112
 HO0112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0112!SPC UT S     -   0.99977092  x   1.00004347  =   0.99981438
 HO0112!UTM  12      -   0.99977092  x   0.99982805  =   0.99959901
 HO0112
 HO0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6394296310(NAD 83)
 HO0112
 HO0112                          SUPERSEDED SURVEY CONTROL
 HO0112
 HO0112  NAD 83(2007)-  37 00 11.20823(N)    112 31 44.95287(W) AD(2002.00) 0
 HO0112  ELLIP H (02/10/07) 1460.061  (m)                       GP(2002.00)    
 HO0112  ELLIP H (01/12/01) 1460.077  (m)                       GP(       ) 4 1
 HO0112  NAD 83(1992)-  37 00 11.20779(N)    112 31 44.95162(W) AD(       ) 1
 HO0112  ELLIP H (03/14/97) 1460.152  (m)                       GP(       ) 3 1
 HO0112  NAVD 88            1482.20   (m)         4862.9    (f) LEVELING    3  
 HO0112  NGVD 29 (??/??/92) 1481.278  (m)         4859.83   (f) ADJ UNCH    1 2
 HO0112
 HO0112.Superseded values are not recommended for survey control.
 HO0112
 HO0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0112.See file dsdata.pdf to determine how the superseded data were derived.
 HO0112
 HO0112_MARKER: DB = BENCH MARK DISK
 HO0112_SETTING: 66 = SET IN ROCK OUTCROP
 HO0112_STAMPING: A 57 1934
 HO0112_MARK LOGO: CGS
 HO0112_MAGNETIC: N = NO MAGNETIC MATERIAL
 HO0112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0112+STABILITY: POSITION/ELEVATION WELL
 HO0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0112+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2022
 HO0112
 HO0112  HISTORY     - Date     Condition        Report By
 HO0112  HISTORY     - 1934     MONUMENTED       CGS
 HO0112  HISTORY     - 1962     GOOD             CGS
 HO0112  HISTORY     - 1983     GOOD             NGS
 HO0112  HISTORY     - 19951212 GOOD             CHANCE
 HO0112  HISTORY     - 20080910 GOOD             GEOANA
 HO0112  HISTORY     - 20220219 GOOD             INDIV
 HO0112
 HO0112                          STATION DESCRIPTION
 HO0112
 HO0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0112'3.3 MI S FROM KANAB.
 HO0112'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY SAINTS
 HO0112'CHURCH AT KANAB.  THENCE 2.85 MILES SOUTH ALONG U.S. HIGHWAY 89
 HO0112'ALTERNATE, 0.15 MILE NORTH OF THE UTAH-ARIZONA STATE LINE, 96 FEET
 HO0112'EAST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET EAST OF A POWER POLE
 HO0112'WITH TWO TRANSFORMERS, 42 FEET EAST OF A FENCE, 45.0 FEET EAST OF A
 HO0112'METAL WITNESS POST, ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 HO0112'SET FLUSH IN THE TOP OF A SANDSTONE OUTCROP WHICH IS AT THE WEST BASE
 HO0112'OF A SANDSTONE HILL.
 HO0112
 HO0112                          STATION RECOVERY (1983)
 HO0112
 HO0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0112'RECOVERED IN GOOD CONDITION.
 HO0112
 HO0112                          STATION RECOVERY (1995)
 HO0112
 HO0112'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MY)
 HO0112'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 HO0112'THE STATION IS LOCATED APPROXIMATELY 5.3 KM (3.30 MI) SOUTH OF KANAB
 HO0112'ALONG US HIGHWAY 89 ALTERNATE.  THE STATION IS LOCATED ON STATE OF
 HO0112'UTAH HIGHWAY RIGHT-OF-WAY TO REACH THE STATION FROM THE JUNCTION OF US
 HO0112'HIGHWAY 89 ALTERNATE AND US HIGHWAY 89 IN KANAB, PROCEED SOUTH ON US
 HO0112'HIGHWAY 89 ALTERNATE FOR 4.6 KM (2.85 MI) TO THE STATION ON THE LEFT
 HO0112'THE STATION IS A BENCH MARK DISK SET FLUSH INTO THE TOP OF A ROCK
 HO0112'OUTCROP.  THE STATION IS LOCATED 0.64 KM (0.40 MI) SOUTH OF KANAB
 HO0112'AIRPORT ENTRANCE ROAD, 0.24 KM (0.15 MI) NORTH OF THE UTAH-ARIZONA
 HO0112'STATE LINE, 29.3 M (96.1 FT) EAST OF US HIGHWAY 89 ALTERNATE
 HO0112'CENTERLINE, 12.8 M (42.0 FT) EAST OF A FENCE, 13.7 M (44.9 FT) EAST OF
 HO0112'A METAL POST, AND APPROXIMATELY 2.4 M (7.9 FT) ABOVE US HIGHWAY 89
 HO0112'ALTERNATE
 HO0112
 HO0112                          STATION RECOVERY (2008)
 HO0112
 HO0112'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 HO0112'RECOVERED AS DESCRIBED.
 HO0112
 HO0112                          STATION RECOVERY (2022)
 HO0112
 HO0112'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2022 (HAW)
 HO0112'RECOVERED BY PREVIOUS DESCRIPTION.  PREVIOUS DESCRIPTION HOLDS TRUE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0248 ***********************************************************************
 HO0248  DESIGNATION -  A 58
 HO0248  PID         -  HO0248
 HO0248  STATE/COUNTY-  UT/WASHINGTON
 HO0248  COUNTRY     -  US
 HO0248  USGS QUAD   -  JARVIS PEAK (2017)
 HO0248
 HO0248                         *CURRENT SURVEY CONTROL
 HO0248  ______________________________________________________________________
 HO0248* NAD 83(1986) POSITION- 37 05 47.7    (N) 113 50 04.3    (W)   HD_HELD2
 HO0248* NAVD 88 ORTHO HEIGHT -  1394.555 (meters)     4575.30  (feet) ADJUSTED
 HO0248  ______________________________________________________________________
 HO0248  GEOID HEIGHT    -        -24.600 (meters)                     GEOID18
 HO0248  DYNAMIC HEIGHT  -       1393.042 (meters)     4570.34  (feet) COMP
 HO0248  MODELED GRAVITY -    979,496.6   (mgal)                       NAVD 88
 HO0248
 HO0248  VERT ORDER      -  FIRST     CLASS II
 HO0248
 HO0248.The horizontal coordinates were established by autonomous hand held GPS
 HO0248.observations and have an estimated accuracy of +/- 10 meters.
 HO0248
 HO0248.The orthometric height was determined by differential leveling and
 HO0248.adjusted by the NATIONAL GEODETIC SURVEY
 HO0248.in June 1991.
 HO0248
 HO0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0248.GEOID18 height accuracy estimate available here.
 HO0248
 HO0248.Click photographs - Photos may exist for this station.
 HO0248
 HO0248.The dynamic height is computed by dividing the NAVD 88
 HO0248.geopotential number by the normal gravity value computed on the
 HO0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0248.degrees latitude (g = 980.6199 gals.).
 HO0248
 HO0248.The modeled gravity was interpolated from observed gravity values.
 HO0248
 HO0248;                    North         East    Units  Estimated Accuracy
 HO0248;SPC UT S     - 3,050,304.      292,480.      MT  (+/- 10 meters HH2 GPS)
 HO0248
 HO0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG4808509347(NAD 83)
 HO0248
 HO0248                          SUPERSEDED SURVEY CONTROL
 HO0248
 HO0248  NGVD 29 (??/??/92) 1393.708  (m)         4572.52   (f) ADJ UNCH    1 2
 HO0248
 HO0248.Superseded values are not recommended for survey control.
 HO0248
 HO0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0248.See file dsdata.pdf to determine how the superseded data were derived.
 HO0248
 HO0248_MARKER: DB = BENCH MARK DISK
 HO0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0248_STAMPING: A 58 1934
 HO0248_MARK LOGO: CGS
 HO0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0248+STABILITY: SURFACE MOTION
 HO0248
 HO0248  HISTORY     - Date     Condition        Report By
 HO0248  HISTORY     - 1934     MONUMENTED       CGS
 HO0248  HISTORY     - 1982     GOOD             NGS
 HO0248
 HO0248                          STATION DESCRIPTION
 HO0248
 HO0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0248'20.4 MI W FROM ST GEORGE.
 HO0248'20.4 MILES WEST ALONG US HWY NO. 91.  ON US HWY NO. 91, 0.6 MI WEST OF
 HO0248'THE SUMMIT OF THE BEAVER DAM MT. GRADE.  30 FEET NORTH OF THE
 HO0248'CENTERLINE OF THE HIGHWAY ON THE OLD ROAD GRADE, AND ABOUT 60 FEET
 HO0248'WEST OF A 2 FOOT C.I. PIPE CULVERT WITH CONCRETE HEADWALLS.
 HO0248
 HO0248                          STATION RECOVERY (1982)
 HO0248
 HO0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0248'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 HO0248'25.45 KM (15.9 MI) WEST ALONG OLD US HIGHWAY 91 FROM THE CHURCH OF
 HO0248'LATTER DAY SAINTS IN SANTA CLARA, 3.8 KM (2.35 MI) NORTHEAST OF A DIRT
 HO0248'ROAD LEADING NORTH UP SPRING WASH, 1.0 KM (0.6 MI) SOUTHWEST OF UTAH
 HO0248'HILL SUMMIT, 9.4 METERS (31 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 HO0248'18.3 METERS (60 FT) SOUTHWEST OF THE NORTHWEST END OF A 24 INCH
 HO0248'CORRUGATED METAL PIPE CULVERT, 4.4 METERS (14.5 FT) SOUTHEAST OF THE
 HO0248'RIGHT OF WAY FENCE.
 HO0248'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 HO0248'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0368 ***********************************************************************
 MS0368  DESIGNATION -  A 59
 MS0368  PID         -  MS0368
 MS0368  STATE/COUNTY-  UT/BOX ELDER
 MS0368  COUNTRY     -  US
 MS0368  USGS QUAD   -  LUCIN (2017)
 MS0368
 MS0368                         *CURRENT SURVEY CONTROL
 MS0368  ______________________________________________________________________
 MS0368* NAD 83(1986) POSITION- 41 21 22.     (N) 113 53 46.     (W)   SCALED
 MS0368* NAVD 88 ORTHO HEIGHT -  1376.258 (meters)     4515.27  (feet) ADJUSTED
 MS0368  ______________________________________________________________________
 MS0368  GEOID HEIGHT    -        -16.749 (meters)                     GEOID18
 MS0368  DYNAMIC HEIGHT  -       1375.279 (meters)     4512.06  (feet) COMP
 MS0368  MODELED GRAVITY -    979,863.9   (mgal)                       NAVD 88
 MS0368
 MS0368  VERT ORDER      -  FIRST     CLASS II
 MS0368
 MS0368.The horizontal coordinates were scaled from a map and have
 MS0368.an estimated accuracy of +/- 6 seconds.
 MS0368
 MS0368.The orthometric height was determined by differential leveling and
 MS0368.adjusted by the NATIONAL GEODETIC SURVEY
 MS0368.in June 1991.
 MS0368
 MS0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0368.GEOID18 height accuracy estimate available here.
 MS0368
 MS0368.Click photographs - Photos may exist for this station.
 MS0368
 MS0368.The dynamic height is computed by dividing the NAVD 88
 MS0368.geopotential number by the normal gravity value computed on the
 MS0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0368.degrees latitude (g = 980.6199 gals.).
 MS0368
 MS0368.The modeled gravity was interpolated from observed gravity values.
 MS0368
 MS0368;                    North         East    Units  Estimated Accuracy
 MS0368;SPC UT N     - 1,116,340.      299,530.      MT  (+/- 180 meters Scaled)
 MS0368
 MS0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL577823(NAD 83)
 MS0368
 MS0368                          SUPERSEDED SURVEY CONTROL
 MS0368
 MS0368  NGVD 29 (??/??/92) 1375.234  (m)         4511.91   (f) ADJ UNCH    1 2
 MS0368
 MS0368.Superseded values are not recommended for survey control.
 MS0368
 MS0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0368.See file dsdata.pdf to determine how the superseded data were derived.
 MS0368
 MS0368_MARKER: DB = BENCH MARK DISK
 MS0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0368_STAMPING: A 59 1934
 MS0368_MARK LOGO: CGS
 MS0368_PROJECTION: FLUSH
 MS0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0368+STABILITY: SURFACE MOTION
 MS0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0368+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1997
 MS0368
 MS0368  HISTORY     - Date     Condition        Report By
 MS0368  HISTORY     - 1934     MONUMENTED       CGS
 MS0368  HISTORY     - 1958     GOOD             CGS
 MS0368  HISTORY     - 1966     GOOD             CGS
 MS0368  HISTORY     - 1984     GOOD             NGS
 MS0368  HISTORY     - 19970318 GOOD             NGS
 MS0368
 MS0368                          STATION DESCRIPTION
 MS0368
 MS0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MS0368'0.8 MI NE FROM LUCIN.
 MS0368'0.8 MILE NORTHEAST ALONG THE ABANDONED SOUTHERN PACIFIC COMPANY
 MS0368'RAILROAD FROM THE POST OFFICE AT LUCIN, AT THE CROSSING OF STATE
 MS0368'HIGHWAY 70 (THE SECOND CROSSING NORTHEAST OF LUCIN), 49 FEET NORTHWEST
 MS0368'OF THE CENTER LINE OF THE RAILROAD BED, 36 FEET SOUTHEAST OF THE
 MS0368'CENTER LINE OF A GRAVEL ROAD LEADING NORTHEAST TO LUCIN INTERMEDIATE
 MS0368'FIELD, 37 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.7
 MS0368'FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 MS0368'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 MS0368'GROUND.
 MS0368
 MS0368                          STATION RECOVERY (1966)
 MS0368
 MS0368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 MS0368'RECOVERED IN GOOD CONDITION.
 MS0368
 MS0368                          STATION RECOVERY (1984)
 MS0368
 MS0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0368'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  75.62 KM
 MS0368'(47.00 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT PARK
 MS0368'VALLEY, THENCE 7.48 KM (4.65 MI) SOUTH ALONG A DIRT ROAD, IN THE
 MS0368'SOUTHEAST CORNER OF THE T JUNCTION OF A DIRT ROAD LEADING NORTHEAST,
 MS0368'AT A POINT WHERE THE OLD UNION PACIFIC RAILROAD BED CROSSES THE ROAD,
 MS0368'1.43 KM (0.89 MI) NORTHEAST OF THE RAILROAD CROSSING AT LUCIN,
 MS0368'11.3 METERS (37 FT) NORTHEAST OF THE CENTER OF THE MAIN DIRT ROAD,
 MS0368'10.7 METERS (35 FT) SOUTHEAST OF THE CENTER OF A DIRT ROAD AND
 MS0368'14.9 METERS (49 FT) NORTHWEST OF THE CENTER OF THE OLD RAILROAD BED.
 MS0368'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MS0368'THE MARK IS ABOVE LEVEL WITH THE MAIN ROAD.
 MS0368
 MS0368                          STATION RECOVERY (1997)
 MS0368
 MS0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (DW)
 MS0368'THIS IS GRAVITY BASE STATION 'LUCIN', DOD 4635-2, IGB 15613B.  OLD
 MS0368'(CENTRAL PACIFIC) RAILROAD GRADE IS NOW A BICYCLE PATH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0441 ***********************************************************************
 MS0441  DESIGNATION -  A 60
 MS0441  PID         -  MS0441
 MS0441  STATE/COUNTY-  UT/BOX ELDER
 MS0441  COUNTRY     -  US
 MS0441  USGS QUAD   -  COTTON THOMAS BASIN (2017)
 MS0441
 MS0441                         *CURRENT SURVEY CONTROL
 MS0441  ______________________________________________________________________
 MS0441* NAD 83(1986) POSITION- 41 56 46.     (N) 113 45 59.     (W)   SCALED
 MS0441* NAVD 88 ORTHO HEIGHT -  1807.710 (meters)     5930.80  (feet) ADJUSTED
 MS0441  ______________________________________________________________________
 MS0441  GEOID HEIGHT    -        -14.942 (meters)                     GEOID18
 MS0441  DYNAMIC HEIGHT  -       1806.319 (meters)     5926.23  (feet) COMP
 MS0441  MODELED GRAVITY -    979,789.1   (mgal)                       NAVD 88
 MS0441
 MS0441  VERT ORDER      -  FIRST     CLASS II
 MS0441
 MS0441.The horizontal coordinates were scaled from a map and have
 MS0441.an estimated accuracy of +/- 6 seconds.
 MS0441
 MS0441.The orthometric height was determined by differential leveling and
 MS0441.adjusted by the NATIONAL GEODETIC SURVEY
 MS0441.in June 1991.
 MS0441
 MS0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0441.GEOID18 height accuracy estimate available here.
 MS0441
 MS0441.Click photographs - Photos may exist for this station.
 MS0441
 MS0441.The dynamic height is computed by dividing the NAVD 88
 MS0441.geopotential number by the normal gravity value computed on the
 MS0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0441.degrees latitude (g = 980.6199 gals.).
 MS0441
 MS0441.The modeled gravity was interpolated from observed gravity values.
 MS0441
 MS0441;                    North         East    Units  Estimated Accuracy
 MS0441;SPC UT N     - 1,181,560.      312,090.      MT  (+/- 180 meters Scaled)
 MS0441
 MS0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM706474(NAD 83)
 MS0441
 MS0441                          SUPERSEDED SURVEY CONTROL
 MS0441
 MS0441  NGVD 29 (??/??/92) 1806.514  (m)         5926.87   (f) ADJ UNCH    1 2
 MS0441
 MS0441.Superseded values are not recommended for survey control.
 MS0441
 MS0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0441.See file dsdata.pdf to determine how the superseded data were derived.
 MS0441
 MS0441_MARKER: DB = BENCH MARK DISK
 MS0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0441_STAMPING: A 60 1934
 MS0441_MARK LOGO: CGS
 MS0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0441+STABILITY: SURFACE MOTION
 MS0441
 MS0441  HISTORY     - Date     Condition        Report By
 MS0441  HISTORY     - 1934     MONUMENTED       CGS
 MS0441  HISTORY     - 19850918 GOOD             USGS
 MS0441
 MS0441                          STATION DESCRIPTION
 MS0441
 MS0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0441'22.1 MI N FROM GROUSE CREEK.
 MS0441'22.1 MILES NORTH ALONG JUNCTION PASS AND OAKLEY ROADS FROM THE PUBLIC
 MS0441'SCHOOL AT GROUSE CREEK, BOX ELDER COUNTY, 0.7 MILE SOUTH OF THE R.
 MS0441'WRIGHT RANCH HOUSE, 18 FEET EAST OF THE CENTERLINE OF THE ROAD, 70
 MS0441'FEET EAST OF A GATE, AND 3 FEET NORTHEAST OF THE SOUTHWEST CORNER OF A
 MS0441'FENCE.  A STANDARD DISK, STAMPED A 60 1934, AND SET IN THE TOP OF A
 MS0441'CONCRETE POST.
 MS0441
 MS0441                          STATION RECOVERY (1985)
 MS0441
 MS0441'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DKC)
 MS0441'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0199 ***********************************************************************
 MS0199  DESIGNATION -  A 61
 MS0199  PID         -  MS0199
 MS0199  STATE/COUNTY-  UT/BOX ELDER
 MS0199  COUNTRY     -  US
 MS0199  USGS QUAD   -  LAKE RIDGE (2017)
 MS0199
 MS0199                         *CURRENT SURVEY CONTROL
 MS0199  ______________________________________________________________________
 MS0199* NAD 83(1986) POSITION- 41 38 32.     (N) 112 42 32.     (W)   SCALED
 MS0199* NAVD 88 ORTHO HEIGHT -  1349.170 (meters)     4426.40  (feet) ADJUSTED
 MS0199  ______________________________________________________________________
 MS0199  GEOID HEIGHT    -        -15.783 (meters)                     GEOID18
 MS0199  DYNAMIC HEIGHT  -       1348.262 (meters)     4423.42  (feet) COMP
 MS0199  MODELED GRAVITY -    979,903.0   (mgal)                       NAVD 88
 MS0199
 MS0199  VERT ORDER      -  FIRST     CLASS II
 MS0199
 MS0199.The horizontal coordinates were scaled from a map and have
 MS0199.an estimated accuracy of +/- 6 seconds.
 MS0199
 MS0199.The orthometric height was determined by differential leveling and
 MS0199.adjusted by the NATIONAL GEODETIC SURVEY
 MS0199.in June 1991.
 MS0199
 MS0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0199.GEOID18 height accuracy estimate available here.
 MS0199
 MS0199.Click photographs - Photos may exist for this station.
 MS0199
 MS0199.The dynamic height is computed by dividing the NAVD 88
 MS0199.geopotential number by the normal gravity value computed on the
 MS0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0199.degrees latitude (g = 980.6199 gals.).
 MS0199
 MS0199.The modeled gravity was interpolated from observed gravity values.
 MS0199
 MS0199;                    North         East    Units  Estimated Accuracy
 MS0199;SPC UT N     - 1,146,060.      399,290.      MT  (+/- 180 meters Scaled)
 MS0199
 MS0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM576114(NAD 83)
 MS0199
 MS0199                          SUPERSEDED SURVEY CONTROL
 MS0199
 MS0199  NGVD 29 (??/??/92) 1348.168  (m)         4423.11   (f) ADJ UNCH    1 2
 MS0199
 MS0199.Superseded values are not recommended for survey control.
 MS0199
 MS0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0199.See file dsdata.pdf to determine how the superseded data were derived.
 MS0199
 MS0199_MARKER: DB = BENCH MARK DISK
 MS0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0199_STAMPING: A 61 1934
 MS0199_MARK LOGO: CGS
 MS0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0199+STABILITY: SURFACE MOTION
 MS0199
 MS0199  HISTORY     - Date     Condition        Report By
 MS0199  HISTORY     - 1934     MONUMENTED       CGS
 MS0199  HISTORY     - 1953     GOOD             CGS
 MS0199
 MS0199                          STATION DESCRIPTION
 MS0199
 MS0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0199'13.4 MI W FROM PROMONTORY.
 MS0199'3.1 MILES SOUTHWEST ALONG A COUNTY GRAVELED ROAD FROM THE GOLDEN SPIKE
 MS0199'MONUMENT AT PROMONTORY, THENCE 10.3 MILES WEST ALONG A GRAVELED ROAD
 MS0199'ON THE ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED.  0.5 MILE (21
 MS0199'POLES) NORTH OF MILEPOLE 760, 55 1/2 FEET EAST OF THE CENTER LINE OF
 MS0199'THE ROAD, 12 1/2 FEET NORTHEAST OF A TELEPHONE POLE MARKED BY THE
 MS0199'WHITE PAINTED LETTERS BM, 1.5 FEET WEST OF A WITNESS POST, ABOUT 2 1/2
 MS0199'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MS0199'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0042 ***********************************************************************
 LP0042  DESIGNATION -  A 62
 LP0042  PID         -  LP0042
 LP0042  STATE/COUNTY-  UT/TOOELE
 LP0042  COUNTRY     -  US
 LP0042  USGS QUAD   -  SAINT JOHN (2017)
 LP0042
 LP0042                         *CURRENT SURVEY CONTROL
 LP0042  ______________________________________________________________________
 LP0042* NAD 83(1986) POSITION- 40 21 58.91   (N) 112 24 40.37   (W)   HD_HELD1
 LP0042* NAVD 88 ORTHO HEIGHT -  1531.547 (meters)     5024.75  (feet) ADJUSTED
 LP0042  ______________________________________________________________________
 LP0042  GEOID HEIGHT    -        -17.618 (meters)                     GEOID18
 LP0042  DYNAMIC HEIGHT  -       1530.217 (meters)     5020.39  (feet) COMP
 LP0042  MODELED GRAVITY -    979,703.0   (mgal)                       NAVD 88
 LP0042  OBS GRAVITY     -    979,703.6   (mgal)                       GRAV_OBS
 LP0042
 LP0042  VERT ORDER      -  FIRST     CLASS I
 LP0042
 LP0042.The horizontal coordinates were determined by differentially corrected
 LP0042.hand held GPS observations or other comparable positioning techniques
 LP0042.and have an estimated accuracy of +/- 3 meters.
 LP0042
 LP0042.The orthometric height was determined by differential leveling and
 LP0042.adjusted by the NATIONAL GEODETIC SURVEY
 LP0042.in June 1991.
 LP0042
 LP0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0042.GEOID18 height accuracy estimate available here.
 LP0042
 LP0042.Click photographs - Photos may exist for this station.
 LP0042
 LP0042.The dynamic height is computed by dividing the NAVD 88
 LP0042.geopotential number by the normal gravity value computed on the
 LP0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0042.degrees latitude (g = 980.6199 gals.).
 LP0042
 LP0042.The modeled gravity was interpolated from observed gravity values.
 LP0042
 LP0042.The observed gravity was obtained from relative gravimeter ties
 LP0042.to the IGSN71 gravity network.
 LP0042
 LP0042;                    North         East    Units  Estimated Accuracy
 LP0042;SPC UT C     - 2,226,102.6     422,611.2     MT  (+/- 3 meters HH1 GPS) 
 LP0042
 LP0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK8018369377(NAD 83)
 LP0042
 LP0042                          SUPERSEDED SURVEY CONTROL
 LP0042
 LP0042  NGVD 29 (??/??/92) 1530.388  (m)         5020.95   (f) ADJ UNCH    1 1
 LP0042
 LP0042.Superseded values are not recommended for survey control.
 LP0042
 LP0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0042.See file dsdata.pdf to determine how the superseded data were derived.
 LP0042
 LP0042_MARKER: DB = BENCH MARK DISK
 LP0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0042_STAMPING: A 62 1934
 LP0042_MARK LOGO: CGS
 LP0042_PROJECTION: PROJECTING 20 CENTIMETERS
 LP0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0042+STABILITY: SURFACE MOTION
 LP0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0042+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2021
 LP0042
 LP0042  HISTORY     - Date     Condition        Report By
 LP0042  HISTORY     - 1934     MONUMENTED       CGS
 LP0042  HISTORY     - 1970     GOOD             NGS
 LP0042  HISTORY     - 19960616 POOR             NGS
 LP0042  HISTORY     - 20030301 GOOD             USACE
 LP0042  HISTORY     - 20130909 GOOD             GEOCAC
 LP0042  HISTORY     - 20210625 GOOD             NGSTM
 LP0042
 LP0042                          STATION DESCRIPTION
 LP0042
 LP0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0042'3.3 MI E FROM ST JOHN.
 LP0042'ABOUT 3.3 MILES EAST ALONG THE OLD LINCOLN HIGHWAY FROM THE TOWN OF
 LP0042'ST. JOHN, TOOELE COUNTY, 169 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LP0042'THE UNION PACIFIC RAILROAD STATION AT ST. JOHN, ABOUT 1-2/3 POLES FROM
 LP0042'MILEPOST 736, ABOUT 205 FEET WEST OF THE CENTER LINE OF THE TRACK, AND
 LP0042'35 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 LP0042'STAMPED A 62 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LP0042
 LP0042                          STATION RECOVERY (1970)
 LP0042
 LP0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LP0042'6.5 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM AN ASPHALT ROAD
 LP0042'CROSSING AT STOCKTON, AT ST. JOHN SIDING, AT THE CROSSING OF STATE
 LP0042'HIGHWAY 36, 2 POLES NORTH OF MILE POST 736, 213 FEET WEST OF THE WEST
 LP0042'RAIL OF THE MAIN TRACK, 80 1/2 FEET NORTH OF THE CENTER LINE OF THE
 LP0042'HIGHWAY, 35 FEET SOUTHWEST OF THE CENTER LINE OF AN ASPHALT ROAD
 LP0042'NORTHWEST TO ST. JOHN, 39 FEET NORTH OF A TELEPHONE POLE, 5 1/2 FEET
 LP0042'WEST-NORTHWEST OF THE NORTH ONE OF TWO CONCRETE CORNER FENCE POSTS,
 LP0042'1.0 FOOT SOUTH OF A WITNESS POST AND ABOUT 2 FEET LOWER THAN THE TRACK
 LP0042'AND THE HIGHWAY.  SEC 21, T 5W, R 5S.
 LP0042
 LP0042                          STATION RECOVERY (1996)
 LP0042
 LP0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DW)
 LP0042'CONCRETE POST IS TILTED.  THIS IS GRAVITY BASE STATION 'ST. JOHN'.  UT
 LP0042'36 IS THE OLD LINCOLN HIGHWAY.
 LP0042
 LP0042                          STATION RECOVERY (2003)
 LP0042
 LP0042'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DW)
 LP0042'RECOVERED IN GOOD CONDITION.
 LP0042
 LP0042                          STATION RECOVERY (2013)
 LP0042
 LP0042'RECOVERY NOTE BY GEOCACHING 2013 (RLS)
 LP0042'RECOVERED IN GOOD CONDITION.
 LP0042
 LP0042                          STATION RECOVERY (2021)
 LP0042
 LP0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2021 (DW)
 LP0042'THE ST. JOHN RAILROAD STATION IS LONG REMOVED AND THERE IS NO ST.
 LP0042'JOHN.  SITE IS ABOUT 2.3 MI (3.7 KM) EAST-NORTHEAST OF RUSH VALLEY,
 LP0042'UT.  THE OLD ROAD TO RUSH VALLEY HAS BEEN REALIGNED, BUT OLD TRACK CAN
 LP0042'BE SEEN.  STATION IS ABOUT 155 M (508.5 FT) EAST-NORTHEAST OF THE
 LP0042'INTERSECTION OF UT 36 AND MEADOW LANE.  OTHER 1970 MEASUREMENTS REMAIN
 LP0042'IN EFFECT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0718 ***********************************************************************
 LN0718  DESIGNATION -  A 64 RESET
 LN0718  PID         -  LN0718
 LN0718  STATE/COUNTY-  UT/UINTAH
 LN0718  COUNTRY     -  US
 LN0718  USGS QUAD   -  VERNAL NE (2017)
 LN0718
 LN0718                         *CURRENT SURVEY CONTROL
 LN0718  ______________________________________________________________________
 LN0718* NAD 83(1986) POSITION- 40 26 02.     (N) 109 32 16.     (W)   SCALED
 LN0718* NAVD 88 ORTHO HEIGHT -  1634.92  (meters)     5363.9   (feet) RESET
 LN0718  ______________________________________________________________________
 LN0718  GEOID HEIGHT    -        -16.925 (meters)                     GEOID18
 LN0718  VERT ORDER      -  THIRD
 LN0718
 LN0718.The horizontal coordinates were scaled from a map and have
 LN0718.an estimated accuracy of +/- 6 seconds.
 LN0718
 LN0718.The orthometric height was computed from unverified reset data.
 LN0718
 LN0718.No vertical observational check was made to the station.
 LN0718
 LN0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0718.GEOID18 height accuracy estimate available here.
 LN0718
 LN0718.Click photographs - Photos may exist for this station.
 LN0718
 LN0718;                    North         East    Units  Estimated Accuracy
 LN0718;SPC UT C     - 2,235,030.      666,480.      MT  (+/- 180 meters Scaled)
 LN0718
 LN0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK240769(NAD 83)
 LN0718
 LN0718                          SUPERSEDED SURVEY CONTROL
 LN0718
 LN0718  NGVD 29 (07/25/12) 1633.70   (m)         5359.9    (f) RESET       3  
 LN0718
 LN0718.Superseded values are not recommended for survey control.
 LN0718
 LN0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0718.See file dsdata.pdf to determine how the superseded data were derived.
 LN0718
 LN0718_MARKER: DV = VERTICAL CONTROL DISK
 LN0718_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LN0718_SP_SET: CULVERT WALL
 LN0718_STAMPING: A 64 RESET 1987
 LN0718_MARK LOGO: NGS
 LN0718_MAGNETIC: N = NO MAGNETIC MATERIAL
 LN0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0718+STABILITY: SURFACE MOTION
 LN0718
 LN0718  HISTORY     - Date     Condition        Report By
 LN0718  HISTORY     - 1987     MONUMENTED       LOCENG
 LN0718
 LN0718                          STATION DESCRIPTION
 LN0718
 LN0718'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 LN0718'VERNAL POST OFFICE, 0.4 MILE (0.6 KM) WEST ALONG US HIGHWAY 40, THENCE
 LN0718'1.5 MILE (2.4 KM) SOUTH ALONG COUNTY ROAD, BRASS CAP SET IN STONE
 LN0718'WALL AT EAST END OF 21 INCH CULVERT, 15 FEET (4.6 M) EAST OF
 LN0718'CENTERLINE OF EXISTING ROAD CENTERLINE AND APPROXIMATELY 50 FEET
 LN0718'(15.2 M) NORTH OF THE SOUTH SECTION LINE .
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0023 ***********************************************************************
 LO0023  DESIGNATION -  A 65
 LO0023  PID         -  LO0023
 LO0023  STATE/COUNTY-  UT/DUCHESNE
 LO0023  COUNTRY     -  US
 LO0023  USGS QUAD   -  DUCHESNE NE (2017)
 LO0023
 LO0023                         *CURRENT SURVEY CONTROL
 LO0023  ______________________________________________________________________
 LO0023* NAD 83(1986) POSITION- 40 10 50.     (N) 110 20 21.     (W)   SCALED
 LO0023* NAVD 88 ORTHO HEIGHT -  1659.369 (meters)     5444.11  (feet) ADJUSTED
 LO0023  ______________________________________________________________________
 LO0023  GEOID HEIGHT    -        -17.288 (meters)                     GEOID18
 LO0023  DYNAMIC HEIGHT  -       1657.774 (meters)     5438.88  (feet) COMP
 LO0023  MODELED GRAVITY -    979,607.1   (mgal)                       NAVD 88
 LO0023
 LO0023  VERT ORDER      -  FIRST     CLASS II
 LO0023
 LO0023.The horizontal coordinates were scaled from a map and have
 LO0023.an estimated accuracy of +/- 6 seconds.
 LO0023
 LO0023.The orthometric height was determined by differential leveling and
 LO0023.adjusted by the NATIONAL GEODETIC SURVEY
 LO0023.in June 1991.
 LO0023
 LO0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0023.GEOID18 height accuracy estimate available here.
 LO0023
 LO0023.Click photographs - Photos may exist for this station.
 LO0023
 LO0023.The dynamic height is computed by dividing the NAVD 88
 LO0023.geopotential number by the normal gravity value computed on the
 LO0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0023.degrees latitude (g = 980.6199 gals.).
 LO0023
 LO0023.The modeled gravity was interpolated from observed gravity values.
 LO0023
 LO0023;                    North         East    Units  Estimated Accuracy
 LO0023;SPC UT C     - 2,205,720.      598,860.      MT  (+/- 180 meters Scaled)
 LO0023
 LO0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK562480(NAD 83)
 LO0023
 LO0023                          SUPERSEDED SURVEY CONTROL
 LO0023
 LO0023  NGVD 29 (??/??/92) 1658.082  (m)         5439.89   (f) ADJ UNCH    1 2
 LO0023
 LO0023.Superseded values are not recommended for survey control.
 LO0023
 LO0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0023.See file dsdata.pdf to determine how the superseded data were derived.
 LO0023
 LO0023_MARKER: DB = BENCH MARK DISK
 LO0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0023_STAMPING: A 65 1934
 LO0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0023+STABILITY: SURFACE MOTION
 LO0023
 LO0023  HISTORY     - Date     Condition        Report By
 LO0023  HISTORY     - 1934     MONUMENTED       CGS
 LO0023
 LO0023                          STATION DESCRIPTION
 LO0023
 LO0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0023'4.0 MI E FROM DUCHESNE.
 LO0023'4.0 MILES EAST ALONG U.S. HIGHWAY 40 FROM DUCHESNE, DUCHESNE COUNTY,
 LO0023'91 FEET NORTHWEST OF THE INTERSECTION OF A PRIVATE ROAD LEADING SOUTH,
 LO0023'AND 48 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 LO0023'STAMPED A 65 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0076 ***********************************************************************
 LP0076  DESIGNATION -  A 67
 LP0076  PID         -  LP0076
 LP0076  STATE/COUNTY-  UT/TOOELE
 LP0076  COUNTRY     -  US
 LP0076  USGS QUAD   -  CAMELS BACK RIDGE NE (2017)
 LP0076
 LP0076                         *CURRENT SURVEY CONTROL
 LP0076  ______________________________________________________________________
 LP0076* NAD 83(1986) POSITION- 40 13 16.24   (N) 112 47 06.99   (W)   HD_HELD1
 LP0076* NAVD 88 ORTHO HEIGHT -  1485.042 (meters)     4872.18  (feet) ADJUSTED
 LP0076  ______________________________________________________________________
 LP0076  GEOID HEIGHT    -        -18.141 (meters)                     GEOID18
 LP0076  DYNAMIC HEIGHT  -       1483.793 (meters)     4868.08  (feet) COMP
 LP0076  MODELED GRAVITY -    979,732.1   (mgal)                       NAVD 88
 LP0076
 LP0076  VERT ORDER      -  FIRST     CLASS II
 LP0076
 LP0076.The horizontal coordinates were determined by differentially corrected
 LP0076.hand held GPS observations or other comparable positioning techniques
 LP0076.and have an estimated accuracy of +/- 3 meters.
 LP0076
 LP0076.The orthometric height was determined by differential leveling and
 LP0076.adjusted by the NATIONAL GEODETIC SURVEY
 LP0076.in June 1991.
 LP0076
 LP0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0076.GEOID18 height accuracy estimate available here.
 LP0076
 LP0076.Click photographs - Photos may exist for this station.
 LP0076
 LP0076.The dynamic height is computed by dividing the NAVD 88
 LP0076.geopotential number by the normal gravity value computed on the
 LP0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0076.degrees latitude (g = 980.6199 gals.).
 LP0076
 LP0076.The modeled gravity was interpolated from observed gravity values.
 LP0076
 LP0076;                    North         East    Units  Estimated Accuracy
 LP0076;SPC UT C     - 2,210,374.0     390,612.7     MT  (+/- 3 meters HH1 GPS) 
 LP0076
 LP0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK4809853834(NAD 83)
 LP0076
 LP0076                          SUPERSEDED SURVEY CONTROL
 LP0076
 LP0076  NGVD 29 (??/??/92) 1483.962  (m)         4868.63   (f) ADJ UNCH    1 2
 LP0076
 LP0076.Superseded values are not recommended for survey control.
 LP0076
 LP0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0076.See file dsdata.pdf to determine how the superseded data were derived.
 LP0076
 LP0076_MARKER: DB = BENCH MARK DISK
 LP0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0076_STAMPING: A 67 1934
 LP0076_MARK LOGO: CGS
 LP0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0076+STABILITY: SURFACE MOTION
 LP0076
 LP0076  HISTORY     - Date     Condition        Report By
 LP0076  HISTORY     - 1934     MONUMENTED       CGS
 LP0076  HISTORY     - 1951     GOOD             CGS
 LP0076  HISTORY     - 19890501 GOOD             USGS
 LP0076
 LP0076                          STATION DESCRIPTION
 LP0076
 LP0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0076'6.6 MI W FROM ORRS RANCH.
 LP0076'ABOUT 6.6 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0076'TOOELE COUNTY, ABOUT 134 FEET EAST OF A 34-INCH JUNIPER TREE ABOUT 22
 LP0076'YARDS WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 90 FEET SOUTHEAST
 LP0076'OF A 24-INCH JUNIPER TREE ABOUT 24 YARDS WEST OF THE CENTER LINE OF
 LP0076'THE HIGHWAY, (39 YARDS BETWEEN THE TWO REFERENCE TREES), AND 27 FEET
 LP0076'EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 67
 LP0076'1934 AND SET IN THE TOP OF A CONCRETE POST.
 LP0076
 LP0076                          STATION RECOVERY (1951)
 LP0076
 LP0076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LP0076'RECOVERED IN GOOD CONDITION.
 LP0076
 LP0076                          STATION RECOVERY (1989)
 LP0076
 LP0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (RGB)
 LP0076'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0162 ***********************************************************************
 LP0162  DESIGNATION -  A 68
 LP0162  PID         -  LP0162
 LP0162  STATE/COUNTY-  UT/TOOELE
 LP0162  COUNTRY     -  US
 LP0162  USGS QUAD   -  EAST OF GOSHUTE WASH (2017)
 LP0162
 LP0162                         *CURRENT SURVEY CONTROL
 LP0162  ______________________________________________________________________
 LP0162* NAD 83(1986) POSITION- 40 06 27.     (N) 113 34 25.     (W)   SCALED
 LP0162* NAVD 88 ORTHO HEIGHT -  1294.516 (meters)     4247.09  (feet) ADJUSTED
 LP0162  ______________________________________________________________________
 LP0162  GEOID HEIGHT    -        -19.171 (meters)                     GEOID18
 LP0162  DYNAMIC HEIGHT  -       1293.461 (meters)     4243.63  (feet) COMP
 LP0162  MODELED GRAVITY -    979,765.9   (mgal)                       NAVD 88
 LP0162
 LP0162  VERT ORDER      -  FIRST     CLASS II
 LP0162
 LP0162.The horizontal coordinates were scaled from a map and have
 LP0162.an estimated accuracy of +/- 6 seconds.
 LP0162
 LP0162.The orthometric height was determined by differential leveling and
 LP0162.adjusted by the NATIONAL GEODETIC SURVEY
 LP0162.in June 1991.
 LP0162
 LP0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0162.GEOID18 height accuracy estimate available here.
 LP0162
 LP0162.Click photographs - Photos may exist for this station.
 LP0162
 LP0162.The dynamic height is computed by dividing the NAVD 88
 LP0162.geopotential number by the normal gravity value computed on the
 LP0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0162.degrees latitude (g = 980.6199 gals.).
 LP0162
 LP0162.The modeled gravity was interpolated from observed gravity values.
 LP0162
 LP0162;                    North         East    Units  Estimated Accuracy
 LP0162;SPC UT C     - 2,199,020.      323,240.      MT  (+/- 180 meters Scaled)
 LP0162
 LP0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK806428(NAD 83)
 LP0162
 LP0162                          SUPERSEDED SURVEY CONTROL
 LP0162
 LP0162  NGVD 29 (??/??/92) 1293.511  (m)         4243.79   (f) ADJ UNCH    1 2
 LP0162
 LP0162.Superseded values are not recommended for survey control.
 LP0162
 LP0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0162.See file dsdata.pdf to determine how the superseded data were derived.
 LP0162
 LP0162_MARKER: DB = BENCH MARK DISK
 LP0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0162_STAMPING: A 68 1934
 LP0162_MARK LOGO: CGS
 LP0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0162+STABILITY: SURFACE MOTION
 LP0162
 LP0162  HISTORY     - Date     Condition        Report By
 LP0162  HISTORY     - 1934     MONUMENTED       CGS
 LP0162
 LP0162                          STATION DESCRIPTION
 LP0162
 LP0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0162'17.2 MI E FROM GOLD HILL.
 LP0162'ABOUT 17.2 MILES EAST ALONG THE OLD LINCOLN HIGHWAY FROM GOLD HILL,
 LP0162'TOOELE COUNTY, AND 62 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY. A
 LP0162'STANDARD DISK, STAMPED A 68 1934 AND SET IN THE TOP OF A CONCRETE
 LP0162'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0316 ***********************************************************************
 KO0316  DESIGNATION -  A 74
 KO0316  PID         -  KO0316
 KO0316  STATE/COUNTY-  UT/MILLARD
 KO0316  COUNTRY     -  US
 KO0316  USGS QUAD   -  NOTCH PEAK (2017)
 KO0316
 KO0316                         *CURRENT SURVEY CONTROL
 KO0316  ______________________________________________________________________
 KO0316* NAD 83(1986) POSITION- 39 14 45.     (N) 113 25 16.     (W)   SCALED
 KO0316* NAVD 88 ORTHO HEIGHT -  1555.100 (meters)     5102.02  (feet) ADJUSTED
 KO0316  ______________________________________________________________________
 KO0316  GEOID HEIGHT    -        -19.912 (meters)                     GEOID18
 KO0316  DYNAMIC HEIGHT  -       1553.590 (meters)     5097.07  (feet) COMP
 KO0316  MODELED GRAVITY -    979,601.8   (mgal)                       NAVD 88
 KO0316
 KO0316  VERT ORDER      -  SECOND    CLASS 0
 KO0316
 KO0316.The horizontal coordinates were scaled from a map and have
 KO0316.an estimated accuracy of +/- 6 seconds.
 KO0316
 KO0316.The orthometric height was determined by differential leveling and
 KO0316.adjusted by the NATIONAL GEODETIC SURVEY
 KO0316.in June 1991.
 KO0316
 KO0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0316.GEOID18 height accuracy estimate available here.
 KO0316
 KO0316.Click photographs - Photos may exist for this station.
 KO0316
 KO0316.The dynamic height is computed by dividing the NAVD 88
 KO0316.geopotential number by the normal gravity value computed on the
 KO0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0316.degrees latitude (g = 980.6199 gals.).
 KO0316
 KO0316.The modeled gravity was interpolated from observed gravity values.
 KO0316
 KO0316;                    North         East    Units  Estimated Accuracy
 KO0316;SPC UT C     - 2,103,090.      334,180.      MT  (+/- 180 meters Scaled)
 KO0316
 KO0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ910468(NAD 83)
 KO0316
 KO0316                          SUPERSEDED SURVEY CONTROL
 KO0316
 KO0316  NGVD 29 (??/??/92) 1553.930  (m)         5098.19   (f) ADJ UNCH    2 0
 KO0316
 KO0316.Superseded values are not recommended for survey control.
 KO0316
 KO0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0316.See file dsdata.pdf to determine how the superseded data were derived.
 KO0316
 KO0316_MARKER: DB = BENCH MARK DISK
 KO0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0316_STAMPING: A 74 1934
 KO0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0316+STABILITY: SURFACE MOTION
 KO0316
 KO0316  HISTORY     - Date     Condition        Report By
 KO0316  HISTORY     - 1934     MONUMENTED       CGS
 KO0316  HISTORY     - 1958     GOOD             USGS
 KO0316
 KO0316                          STATION DESCRIPTION
 KO0316
 KO0316'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 KO0316'35.1 MI E FROM ROBINSONS RANCH.
 KO0316'35.1 MILES EAST ALONG OLD U.S. HIGHWAY 6 FROM ROBINSONS RANCH, MILLARD
 KO0316'COUNTY 400 FEET WEST OF THE JUNCTION OF A ROAD SOUTHWEST, 57 FEET
 KO0316'SOUTH OF THE CENTER LINE OF THE ROAD, AND 18 FEET WEST OF A 2 BY 4
 KO0316'FOOT BOULDER PROJECTING 2 FEET ABOVE GROUND.  A STANDARD DISK STAMPED
 KO0316'A 74 1934, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0346 ***********************************************************************
 KO0346  DESIGNATION -  A 75
 KO0346  PID         -  KO0346
 KO0346  STATE/COUNTY-  UT/MILLARD
 KO0346  COUNTRY     -  US
 KO0346  USGS QUAD   -  GANDY SW (2017)
 KO0346
 KO0346                         *CURRENT SURVEY CONTROL
 KO0346  ______________________________________________________________________
 KO0346* NAD 83(1986) POSITION- 39 19 46.     (N) 113 59 34.     (W)   SCALED
 KO0346* NAVD 88 ORTHO HEIGHT -  1505.456 (meters)     4939.15  (feet) ADJUSTED
 KO0346  ______________________________________________________________________
 KO0346  GEOID HEIGHT    -        -20.143 (meters)                     GEOID18
 KO0346  DYNAMIC HEIGHT  -       1504.002 (meters)     4934.38  (feet) COMP
 KO0346  MODELED GRAVITY -    979,609.0   (mgal)                       NAVD 88
 KO0346
 KO0346  VERT ORDER      -  SECOND    CLASS 0
 KO0346
 KO0346.The horizontal coordinates were scaled from a map and have
 KO0346.an estimated accuracy of +/- 6 seconds.
 KO0346
 KO0346.The orthometric height was determined by differential leveling and
 KO0346.adjusted by the NATIONAL GEODETIC SURVEY
 KO0346.in June 1991.
 KO0346
 KO0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0346.GEOID18 height accuracy estimate available here.
 KO0346
 KO0346.Click photographs - Photos may exist for this station.
 KO0346
 KO0346.The dynamic height is computed by dividing the NAVD 88
 KO0346.geopotential number by the normal gravity value computed on the
 KO0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0346.degrees latitude (g = 980.6199 gals.).
 KO0346
 KO0346.The modeled gravity was interpolated from observed gravity values.
 KO0346
 KO0346;                    North         East    Units  Estimated Accuracy
 KO0346;SPC UT C     - 2,113,580.      285,110.      MT  (+/- 180 meters Scaled)
 KO0346
 KO0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ420576(NAD 83)
 KO0346
 KO0346                          SUPERSEDED SURVEY CONTROL
 KO0346
 KO0346  NGVD 29 (??/??/92) 1504.340  (m)         4935.49   (f) ADJ UNCH    2 0
 KO0346
 KO0346.Superseded values are not recommended for survey control.
 KO0346
 KO0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0346.See file dsdata.pdf to determine how the superseded data were derived.
 KO0346
 KO0346_MARKER: DB = BENCH MARK DISK
 KO0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0346_STAMPING: A 75 1934
 KO0346_MARK LOGO: CGS
 KO0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0346+STABILITY: SURFACE MOTION
 KO0346
 KO0346  HISTORY     - Date     Condition        Report By
 KO0346  HISTORY     - 1934     MONUMENTED       CGS
 KO0346  HISTORY     - 1950     GOOD             CGS
 KO0346
 KO0346                          STATION DESCRIPTION
 KO0346
 KO0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0346'7.6 MI N FROM ROBINSON RANCH.
 KO0346'7.6 MILES NORTH ALONG THE ROAD LEADING TO TROUT CREEK FROM ROBINSON
 KO0346'RANCH, 0.2 MILE SOUTH OF A SMALL RIDGE OF HILLS, 90 FEET NORTH OF A
 KO0346'SHARP CURVE, AND 40 FEET WEST OF THE CENTER LINE OF THE ROAD.  SET IN
 KO0346'THE TOP OF A CONCRETE POST.
 KO0346
 KO0346                          STATION RECOVERY (1950)
 KO0346
 KO0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KO0346'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0371 ***********************************************************************
 KO0371  DESIGNATION -  A 76
 KO0371  PID         -  KO0371
 KO0371  STATE/COUNTY-  UT/JUAB
 KO0371  COUNTRY     -  US
 KO0371  USGS QUAD   -  INDIAN FARM CREEK (2017)
 KO0371
 KO0371                         *CURRENT SURVEY CONTROL
 KO0371  ______________________________________________________________________
 KO0371* NAD 83(1986) POSITION- 39 51 35.     (N) 113 46 26.     (W)   SCALED
 KO0371* NAVD 88 ORTHO HEIGHT -  1465.681 (meters)     4808.66  (feet) ADJUSTED
 KO0371  ______________________________________________________________________
 KO0371  GEOID HEIGHT    -        -19.274 (meters)                     GEOID18
 KO0371  DYNAMIC HEIGHT  -       1464.364 (meters)     4804.33  (feet) COMP
 KO0371  MODELED GRAVITY -    979,676.4   (mgal)                       NAVD 88
 KO0371
 KO0371  VERT ORDER      -  SECOND    CLASS 0
 KO0371
 KO0371.The horizontal coordinates were scaled from a map and have
 KO0371.an estimated accuracy of +/- 6 seconds.
 KO0371
 KO0371.The orthometric height was determined by differential leveling and
 KO0371.adjusted by the NATIONAL GEODETIC SURVEY
 KO0371.in June 1991.
 KO0371
 KO0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0371.GEOID18 height accuracy estimate available here.
 KO0371
 KO0371.Click photographs - Photos may exist for this station.
 KO0371
 KO0371.The dynamic height is computed by dividing the NAVD 88
 KO0371.geopotential number by the normal gravity value computed on the
 KO0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0371.degrees latitude (g = 980.6199 gals.).
 KO0371
 KO0371.The modeled gravity was interpolated from observed gravity values.
 KO0371
 KO0371;                    North         East    Units  Estimated Accuracy
 KO0371;SPC UT C     - 2,171,930.      305,470.      MT  (+/- 180 meters Scaled)
 KO0371
 KO0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK627158(NAD 83)
 KO0371
 KO0371                          SUPERSEDED SURVEY CONTROL
 KO0371
 KO0371  NGVD 29 (??/??/92) 1464.610  (m)         4805.14   (f) ADJ UNCH    2 0
 KO0371
 KO0371.Superseded values are not recommended for survey control.
 KO0371
 KO0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0371.See file dsdata.pdf to determine how the superseded data were derived.
 KO0371
 KO0371_MARKER: DB = BENCH MARK DISK
 KO0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0371_STAMPING: A 76 1934
 KO0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0371+STABILITY: SURFACE MOTION
 KO0371
 KO0371  HISTORY     - Date     Condition        Report By
 KO0371  HISTORY     - 1934     MONUMENTED       CGS
 KO0371
 KO0371                          STATION DESCRIPTION
 KO0371
 KO0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0371'4.1 MI S FROM CALLAO.
 KO0371'4.1 MILES SOUTH ALONG THE ROAD LEADING TO TROUT CREEK FROM THE ROAD
 KO0371'JUNCTION WEST OF CALLAO, 0.2 MILE NORTH OF A ROAD CROSSING TOMS GREEK,
 KO0371'77 FEET NORTHEAST OF A SIDE ROAD LEADING WEST, AND 51 FEET NORTHWEST
 KO0371'OF THE CENTER LINE OF THE MAIN ROAD.  SET IN THE TOP OF A CONCRETE
 KO0371'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0203 ***********************************************************************
 LQ0203  DESIGNATION -  A 77
 LQ0203  PID         -  LQ0203
 LQ0203  STATE/COUNTY-  UT/TOOELE
 LQ0203  COUNTRY     -  US
 LQ0203  USGS QUAD   -  FERGUSON FLAT (2018)
 LQ0203
 LQ0203                         *CURRENT SURVEY CONTROL
 LQ0203  ______________________________________________________________________
 LQ0203* NAD 83(1986) POSITION- 40 28 05.     (N) 114 02 26.     (W)   SCALED
 LQ0203* NAVD 88 ORTHO HEIGHT -  1315.126 (meters)     4314.71  (feet) ADJUSTED
 LQ0203  ______________________________________________________________________
 LQ0203  GEOID HEIGHT    -        -18.546 (meters)                     GEOID18
 LQ0203  DYNAMIC HEIGHT  -       1314.087 (meters)     4311.30  (feet) COMP
 LQ0203  MODELED GRAVITY -    979,789.4   (mgal)                       NAVD 88
 LQ0203
 LQ0203  VERT ORDER      -  SECOND    CLASS 0
 LQ0203
 LQ0203.The horizontal coordinates were scaled from a map and have
 LQ0203.an estimated accuracy of +/- 6 seconds.
 LQ0203
 LQ0203.The orthometric height was determined by differential leveling and
 LQ0203.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0203.in June 1991.
 LQ0203
 LQ0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0203.GEOID18 height accuracy estimate available here.
 LQ0203
 LQ0203.Click photographs - Photos may exist for this station.
 LQ0203
 LQ0203.The dynamic height is computed by dividing the NAVD 88
 LQ0203.geopotential number by the normal gravity value computed on the
 LQ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0203.degrees latitude (g = 980.6199 gals.).
 LQ0203
 LQ0203.The modeled gravity was interpolated from observed gravity values.
 LQ0203
 LQ0203;                    North         East    Units  Estimated Accuracy
 LQ0203;SPC UT C     - 2,240,060.      284,580.      MT  (+/- 180 meters Scaled)
 LQ0203
 LQ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE509839(NAD 83)
 LQ0203
 LQ0203                          SUPERSEDED SURVEY CONTROL
 LQ0203
 LQ0203  NGVD 29 (??/??/92) 1314.153  (m)         4311.52   (f) ADJ UNCH    2 0
 LQ0203
 LQ0203.Superseded values are not recommended for survey control.
 LQ0203
 LQ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0203.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0203
 LQ0203_MARKER: DB = BENCH MARK DISK
 LQ0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0203_STAMPING: A 77 1934
 LQ0203_MARK LOGO: CGS
 LQ0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0203+STABILITY: SURFACE MOTION
 LQ0203
 LQ0203  HISTORY     - Date     Condition        Report By
 LQ0203  HISTORY     - 1934     MONUMENTED       CGS
 LQ0203
 LQ0203                          STATION DESCRIPTION
 LQ0203
 LQ0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LQ0203'18.6 MI S FROM WENDOVER.
 LQ0203'18.6 MILES SOUTH OF TRI-STATE MERC. CO. AT WENDOVER.  320 FEET WEST OF
 LQ0203'MILE POST 19.  185 FEET WEST OF THE CENTERLINE OF WESTERN PACIFIC
 LQ0203'RAILROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0252 ***********************************************************************
 KO0252  DESIGNATION -  A 78
 KO0252  PID         -  KO0252
 KO0252  STATE/COUNTY-  UT/MILLARD
 KO0252  COUNTRY     -  US
 KO0252  USGS QUAD   -  HINCKLEY (2017)
 KO0252
 KO0252                         *CURRENT SURVEY CONTROL
 KO0252  ______________________________________________________________________
 KO0252* NAD 83(1986) POSITION- 39 21 35.     (N) 112 40 15.     (W)   SCALED
 KO0252* NAVD 88 ORTHO HEIGHT -  1403.075 (meters)     4603.26  (feet) ADJUSTED
 KO0252  ______________________________________________________________________
 KO0252  GEOID HEIGHT    -        -19.757 (meters)                     GEOID18
 KO0252  DYNAMIC HEIGHT  -       1401.769 (meters)     4598.97  (feet) COMP
 KO0252  MODELED GRAVITY -    979,647.3   (mgal)                       NAVD 88
 KO0252
 KO0252  VERT ORDER      -  SECOND    CLASS 0
 KO0252
 KO0252.The horizontal coordinates were scaled from a map and have
 KO0252.an estimated accuracy of +/- 6 seconds.
 KO0252
 KO0252.The orthometric height was determined by differential leveling and
 KO0252.adjusted by the NATIONAL GEODETIC SURVEY
 KO0252.in June 1991.
 KO0252
 KO0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0252.GEOID18 height accuracy estimate available here.
 KO0252
 KO0252.Click photographs - Photos may exist for this station.
 KO0252
 KO0252.The dynamic height is computed by dividing the NAVD 88
 KO0252.geopotential number by the normal gravity value computed on the
 KO0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0252.degrees latitude (g = 980.6199 gals.).
 KO0252
 KO0252.The modeled gravity was interpolated from observed gravity values.
 KO0252
 KO0252;                    North         East    Units  Estimated Accuracy
 KO0252;SPC UT C     - 2,114,610.      399,100.      MT  (+/- 180 meters Scaled)
 KO0252
 KO0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ560580(NAD 83)
 KO0252
 KO0252                          SUPERSEDED SURVEY CONTROL
 KO0252
 KO0252  NGVD 29 (??/??/92) 1401.964  (m)         4599.61   (f) ADJ UNCH    2 0
 KO0252
 KO0252.Superseded values are not recommended for survey control.
 KO0252
 KO0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0252.See file dsdata.pdf to determine how the superseded data were derived.
 KO0252
 KO0252_MARKER: DB = BENCH MARK DISK
 KO0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0252_STAMPING: A 78 1934
 KO0252_MARK LOGO: CGS
 KO0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0252+STABILITY: SURFACE MOTION
 KO0252
 KO0252  HISTORY     - Date     Condition        Report By
 KO0252  HISTORY     - 1934     MONUMENTED       CGS
 KO0252
 KO0252                          STATION DESCRIPTION
 KO0252
 KO0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0252'2.0 MI NW FROM HINCKLEY.
 KO0252'2.0 MILES NORTHWEST ALONG THE ROAD LEADING TO CALLAO FROM HINCKLEY.
 KO0252'120 FEET SOUTHWEST OF THE R.W. HARDY FARMHOUSE.  AT THE JCT. WITH A
 KO0252'SIDE ROAD LEADING EAST.  36 FEET SOUTH OF THE SIDE ROAD.  33 FEET EAST
 KO0252'OF CENTERLINE OF HINCKLEY-CALLAO ROAD.  SET IN TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0292 ***********************************************************************
 KO0292  DESIGNATION -  A 79
 KO0292  PID         -  KO0292
 KO0292  STATE/COUNTY-  UT/JUAB
 KO0292  COUNTRY     -  US
 KO0292  USGS QUAD   -  SAND PASS NE (2017)
 KO0292
 KO0292                         *CURRENT SURVEY CONTROL
 KO0292  ______________________________________________________________________
 KO0292* NAD 83(1986) POSITION- 39 40 17.     (N) 113 15 08.     (W)   SCALED
 KO0292* NAVD 88 ORTHO HEIGHT -  1422.209 (meters)     4666.03  (feet) ADJUSTED
 KO0292  ______________________________________________________________________
 KO0292  GEOID HEIGHT    -        -19.458 (meters)                     GEOID18
 KO0292  DYNAMIC HEIGHT  -       1420.947 (meters)     4661.89  (feet) COMP
 KO0292  MODELED GRAVITY -    979,689.3   (mgal)                       NAVD 88
 KO0292
 KO0292  VERT ORDER      -  SECOND    CLASS 0
 KO0292
 KO0292.The horizontal coordinates were scaled from a map and have
 KO0292.an estimated accuracy of +/- 6 seconds.
 KO0292
 KO0292.The orthometric height was determined by differential leveling and
 KO0292.adjusted by the NATIONAL GEODETIC SURVEY
 KO0292.in June 1991.
 KO0292
 KO0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0292.GEOID18 height accuracy estimate available here.
 KO0292
 KO0292.Click photographs - Photos may exist for this station.
 KO0292
 KO0292.The dynamic height is computed by dividing the NAVD 88
 KO0292.geopotential number by the normal gravity value computed on the
 KO0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0292.degrees latitude (g = 980.6199 gals.).
 KO0292
 KO0292.The modeled gravity was interpolated from observed gravity values.
 KO0292
 KO0292;                    North         East    Units  Estimated Accuracy
 KO0292;SPC UT C     - 2,150,020.      349,680.      MT  (+/- 180 meters Scaled)
 KO0292
 KO0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ068937(NAD 83)
 KO0292
 KO0292                          SUPERSEDED SURVEY CONTROL
 KO0292
 KO0292  NGVD 29 (??/??/92) 1421.139  (m)         4662.52   (f) ADJ UNCH    2 0
 KO0292
 KO0292.Superseded values are not recommended for survey control.
 KO0292
 KO0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0292.See file dsdata.pdf to determine how the superseded data were derived.
 KO0292
 KO0292_MARKER: DB = BENCH MARK DISK
 KO0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0292_STAMPING: A 79 1934
 KO0292_MARK LOGO: CGS
 KO0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0292+STABILITY: SURFACE MOTION
 KO0292
 KO0292  HISTORY     - Date     Condition        Report By
 KO0292  HISTORY     - 1934     MONUMENTED       CGS
 KO0292  HISTORY     - 1967     GOOD             USGS
 KO0292
 KO0292                          STATION DESCRIPTION
 KO0292
 KO0292'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 KO0292'19.0 MI SE FROM FISH SPRINGS.
 KO0292'19.0 MILES SE ALONG THE HICKLEY-CALLAO ROAD FROM FISH SPRINGS, ROAD
 KO0292'FORK AT WELL NO. 22 NEAR SAND PASS ROAD IN SW 1/4 SEC 4 T 14S R 12W,
 KO0292'3.8 MI. NW OF ALONG MAIN TRAVELED ROAD, ABOUT 480 FT. EAST OF A LONG
 KO0292'LOW ROCKY HILL, 30 FT. SW OF THE ROAD.  PROJECTING 0.4 FT. AND SET IN
 KO0292'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HP0015 ***********************************************************************
 HP0015  DESIGNATION -  A 8
 HP0015  PID         -  HP0015
 HP0015  STATE/COUNTY-  UT/IRON
 HP0015  COUNTRY     -  US
 HP0015  USGS QUAD   -  UVADA (2017)
 HP0015
 HP0015                         *CURRENT SURVEY CONTROL
 HP0015  ______________________________________________________________________
 HP0015* NAD 83(1986) POSITION- 37 43 03.     (N) 114 02 38.     (W)   SCALED
 HP0015* NAVD 88 ORTHO HEIGHT -  1724.691 (meters)     5658.42  (feet) ADJUSTED
 HP0015  ______________________________________________________________________
 HP0015  GEOID HEIGHT    -        -23.243 (meters)                     GEOID18
 HP0015  DYNAMIC HEIGHT  -       1722.711 (meters)     5651.93  (feet) COMP
 HP0015  MODELED GRAVITY -    979,420.9   (mgal)                       NAVD 88
 HP0015
 HP0015  VERT ORDER      -  FIRST     CLASS II
 HP0015
 HP0015.The horizontal coordinates were scaled from a map and have
 HP0015.an estimated accuracy of +/- 6 seconds.
 HP0015
 HP0015.The orthometric height was determined by differential leveling and
 HP0015.adjusted by the NATIONAL GEODETIC SURVEY
 HP0015.in June 1991.
 HP0015
 HP0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 HP0015.GEOID18 height accuracy estimate available here.
 HP0015
 HP0015.Click photographs - Photos may exist for this station.
 HP0015
 HP0015.The dynamic height is computed by dividing the NAVD 88
 HP0015.geopotential number by the normal gravity value computed on the
 HP0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0015.degrees latitude (g = 980.6199 gals.).
 HP0015
 HP0015.The modeled gravity was interpolated from observed gravity values.
 HP0015
 HP0015;                    North         East    Units  Estimated Accuracy
 HP0015;SPC UT S     - 3,119,680.      275,750.      MT  (+/- 180 meters Scaled)
 HP0015
 HP0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB605785(NAD 83)
 HP0015
 HP0015                          SUPERSEDED SURVEY CONTROL
 HP0015
 HP0015.No superseded survey control is available for this station.
 HP0015
 HP0015_MARKER: H = DRILL HOLE
 HP0015_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HP0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0015
 HP0015  HISTORY     - Date     Condition        Report By
 HP0015  HISTORY     - 1908     MONUMENTED       CGS
 HP0015  HISTORY     - 1908     GOOD             CGS
 HP0015  HISTORY     - 1934     MARK NOT FOUND   CGS
 HP0015  HISTORY     - 20120228 MARK NOT FOUND   GEOCAC
 HP0015
 HP0015                          STATION DESCRIPTION
 HP0015
 HP0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1908
 HP0015'IN UVDA.
 HP0015'AT UVDA, IRON COUNTY, ON THE UNION PACIFIC RAILROAD, ABOUT 98 FEET
 HP0015'SOUTHWEST OF THE CENTER LINE OF THE MAIN TRACK, DIRECTLY OPPOSITE THE
 HP0015'STATION SIGN, AND ABOUT 1-1/2 FEET LOWER THAN THE TOP OF THE RAIL. THE
 HP0015'BOTTOM OF A SQUARE HOLE IN THE TOP OF A STONE POST SURROUNDED BY THE
 HP0015'LETTERS USBM.
 HP0015
 HP0015                          STATION RECOVERY (1934)
 HP0015
 HP0015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 HP0015'MARK NOT FOUND.
 HP0015
 HP0015                          STATION RECOVERY (2012)
 HP0015
 HP0015'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 HP0015'A DEEP BARROW DITCH, WITH SPOIL PILES BOTH SIDES, HAS BEEN DUG ON THE
 HP0015'SOUTH EAST SIDE OF THE RR LINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0199 ***********************************************************************
 LP0199  DESIGNATION -  A 80
 LP0199  PID         -  LP0199
 LP0199  STATE/COUNTY-  UT/TOOELE
 LP0199  COUNTRY     -  US
 LP0199  USGS QUAD   -  ARINOSA NE (2017)
 LP0199
 LP0199                         *CURRENT SURVEY CONTROL
 LP0199  ______________________________________________________________________
 LP0199* NAD 83(1986) POSITION- 40 43 43.     (N) 113 33 41.     (W)   SCALED
 LP0199* NAVD 88 ORTHO HEIGHT -  1286.584 (meters)     4221.07  (feet) ADJUSTED
 LP0199  ______________________________________________________________________
 LP0199  GEOID HEIGHT    -        -18.105 (meters)                     GEOID18
 LP0199  DYNAMIC HEIGHT  -       1285.623 (meters)     4217.91  (feet) COMP
 LP0199  MODELED GRAVITY -    979,832.8   (mgal)                       NAVD 88
 LP0199
 LP0199  VERT ORDER      -  SECOND    CLASS 0
 LP0199
 LP0199.The horizontal coordinates were scaled from a map and have
 LP0199.an estimated accuracy of +/- 6 seconds.
 LP0199
 LP0199.The orthometric height was determined by differential leveling and
 LP0199.adjusted by the NATIONAL GEODETIC SURVEY
 LP0199.in June 1991.
 LP0199
 LP0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0199.GEOID18 height accuracy estimate available here.
 LP0199
 LP0199.Click photographs - Photos may exist for this station.
 LP0199
 LP0199.The dynamic height is computed by dividing the NAVD 88
 LP0199.geopotential number by the normal gravity value computed on the
 LP0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0199.degrees latitude (g = 980.6199 gals.).
 LP0199
 LP0199.The modeled gravity was interpolated from observed gravity values.
 LP0199
 LP0199;                    North         East    Units  Estimated Accuracy
 LP0199;SPC UT C     - 2,267,940.      325,870.      MT  (+/- 180 meters Scaled)
 LP0199
 LP0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL836117(NAD 83)
 LP0199
 LP0199                          SUPERSEDED SURVEY CONTROL
 LP0199
 LP0199  NGVD 29 (??/??/92) 1285.634  (m)         4217.95   (f) ADJ UNCH    2 0
 LP0199
 LP0199.Superseded values are not recommended for survey control.
 LP0199
 LP0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0199.See file dsdata.pdf to determine how the superseded data were derived.
 LP0199
 LP0199_MARKER: DB = BENCH MARK DISK
 LP0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0199_STAMPING: A 80 1934
 LP0199_MARK LOGO: CGS
 LP0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0199+STABILITY: SURFACE MOTION
 LP0199
 LP0199  HISTORY     - Date     Condition        Report By
 LP0199  HISTORY     - 1934     MONUMENTED       CGS
 LP0199  HISTORY     - 1973     POOR             USGS
 LP0199
 LP0199                          STATION DESCRIPTION
 LP0199
 LP0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0199'14.3 MI W FROM KNOLLS.
 LP0199'14.3 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM KNOLLS, TOOELE
 LP0199'COUNTY, 104 FEET NORTH OF MILEPOST 831, 66 FEET SOUTH OF THE
 LP0199'CENTERLINE OF U.S. HIGHWAY 40 AND 50, 54 FEET NORTH OF THE CENTERLINE
 LP0199'OF THE TRACK, AND ABOUT 5 FEET LOWER THAN THE RAIL.  A STANDARD DISK,
 LP0199'STAMPED A 80 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LP0199
 LP0199                          STATION RECOVERY (1973)
 LP0199
 LP0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LP0199'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0306 ***********************************************************************
 KO0306  DESIGNATION -  A 81
 KO0306  PID         -  KO0306
 KO0306  STATE/COUNTY-  UT/JUAB
 KO0306  COUNTRY     -  US
 KO0306  USGS QUAD   -  FISH SPRINGS SE (2017)
 KO0306
 KO0306                         *CURRENT SURVEY CONTROL
 KO0306  ______________________________________________________________________
 KO0306* NAD 83(1986) POSITION- 39 49 16.     (N) 113 22 22.     (W)   SCALED
 KO0306* NAVD 88 ORTHO HEIGHT -  1312.524 (meters)     4306.17  (feet) ADJUSTED
 KO0306  ______________________________________________________________________
 KO0306  GEOID HEIGHT    -        -19.431 (meters)                     GEOID18
 KO0306  DYNAMIC HEIGHT  -       1311.400 (meters)     4302.48  (feet) COMP
 KO0306  MODELED GRAVITY -    979,724.4   (mgal)                       NAVD 88
 KO0306
 KO0306  VERT ORDER      -  SECOND    CLASS 0
 KO0306
 KO0306.The horizontal coordinates were scaled from a map and have
 KO0306.an estimated accuracy of +/- 6 seconds.
 KO0306
 KO0306.The orthometric height was determined by differential leveling and
 KO0306.adjusted by the NATIONAL GEODETIC SURVEY
 KO0306.in June 1991.
 KO0306
 KO0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0306.GEOID18 height accuracy estimate available here.
 KO0306
 KO0306.Click photographs - Photos may exist for this station.
 KO0306
 KO0306.The dynamic height is computed by dividing the NAVD 88
 KO0306.geopotential number by the normal gravity value computed on the
 KO0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0306.degrees latitude (g = 980.6199 gals.).
 KO0306
 KO0306.The modeled gravity was interpolated from observed gravity values.
 KO0306
 KO0306;                    North         East    Units  Estimated Accuracy
 KO0306;SPC UT C     - 2,166,850.      339,690.      MT  (+/- 180 meters Scaled)
 KO0306
 KO0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK969105(NAD 83)
 KO0306
 KO0306                          SUPERSEDED SURVEY CONTROL
 KO0306
 KO0306  NGVD 29 (??/??/92) 1311.498  (m)         4302.81   (f) ADJ UNCH    2 0
 KO0306
 KO0306.Superseded values are not recommended for survey control.
 KO0306
 KO0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0306.See file dsdata.pdf to determine how the superseded data were derived.
 KO0306
 KO0306_MARKER: DB = BENCH MARK DISK
 KO0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0306_STAMPING: A 81 1934
 KO0306_MARK LOGO: CGS
 KO0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0306+STABILITY: SURFACE MOTION
 KO0306
 KO0306  HISTORY     - Date     Condition        Report By
 KO0306  HISTORY     - 1934     MONUMENTED       CGS
 KO0306  HISTORY     - 1967     GOOD             USGS
 KO0306
 KO0306                          STATION DESCRIPTION
 KO0306
 KO0306'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 KO0306'1.9 MI NE FROM FISH SPRINGS.
 KO0306'FISH SPRINGS NATIONAL WILDLIFE REFUGE HEADQUARTERS, 2.7 MILES SOUTH
 KO0306'AND EAST OF ALONG PONY EXPRESS ROAD, 42 FT. NORTH OF THE ROAD.
 KO0306'PROJECTING 0.4 FEET, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0545 ***********************************************************************
 LQ0545  DESIGNATION -  A 83
 LQ0545  PID         -  LQ0545
 LQ0545  STATE/COUNTY-  UT/TOOELE
 LQ0545  COUNTRY     -  US
 LQ0545  USGS QUAD   -  LEPPY PEAK (2018)
 LQ0545
 LQ0545                         *CURRENT SURVEY CONTROL
 LQ0545  ______________________________________________________________________
 LQ0545* NAD 83(1986) POSITION- 40 45 14.     (N) 114 00 49.     (W)   SCALED
 LQ0545* NAVD 88 ORTHO HEIGHT -  1302.390 (meters)     4272.92  (feet) ADJUSTED
 LQ0545  ______________________________________________________________________
 LQ0545  GEOID HEIGHT    -        -18.078 (meters)                     GEOID18
 LQ0545  DYNAMIC HEIGHT  -       1301.400 (meters)     4269.68  (feet) COMP
 LQ0545  MODELED GRAVITY -    979,818.8   (mgal)                       NAVD 88
 LQ0545
 LQ0545  VERT ORDER      -  SECOND    CLASS 0
 LQ0545
 LQ0545.The horizontal coordinates were scaled from a map and have
 LQ0545.an estimated accuracy of +/- 6 seconds.
 LQ0545
 LQ0545.The orthometric height was determined by differential leveling and
 LQ0545.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0545.in June 1991.
 LQ0545
 LQ0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0545.GEOID18 height accuracy estimate available here.
 LQ0545
 LQ0545.Click photographs - Photos may exist for this station.
 LQ0545
 LQ0545.The dynamic height is computed by dividing the NAVD 88
 LQ0545.geopotential number by the normal gravity value computed on the
 LQ0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0545.degrees latitude (g = 980.6199 gals.).
 LQ0545
 LQ0545.The modeled gravity was interpolated from observed gravity values.
 LQ0545
 LQ0545;                    North         East    Units  Estimated Accuracy
 LQ0545;SPC UT C     - 2,271,720.      287,750.      MT  (+/- 180 meters Scaled)
 LQ0545
 LQ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF521157(NAD 83)
 LQ0545
 LQ0545                          SUPERSEDED SURVEY CONTROL
 LQ0545
 LQ0545  NGVD 29 (??/??/92) 1301.429  (m)         4269.77   (f) ADJ UNCH    2 0
 LQ0545
 LQ0545.Superseded values are not recommended for survey control.
 LQ0545
 LQ0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0545.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0545
 LQ0545_MARKER: DB = BENCH MARK DISK
 LQ0545_SETTING: 80 = SET IN A BOULDER
 LQ0545_STAMPING: A 83 1958
 LQ0545_MARK LOGO: CGS
 LQ0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0545+STABILITY: SURFACE MOTION
 LQ0545
 LQ0545  HISTORY     - Date     Condition        Report By
 LQ0545  HISTORY     - 1958     MONUMENTED       CGS
 LQ0545
 LQ0545                          STATION DESCRIPTION
 LQ0545
 LQ0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0545'2.3 MI NE FROM WENDOVER.
 LQ0545'0.9 MILE EAST ALONG U.S. HIGHWAY 40 AND 50 ALTERNATE FROM THE
 LQ0545'NEVADA-UTAH STATE LINE AT WENDOVER, THENCE 1.4 MILES NORTHEAST ALONG A
 LQ0545'GRAVEL ROAD, 125 YARDS NORTHEAST OF THE JUNCTION OF A TRACK ROAD
 LQ0545'NORTH, IN THE TOP OF A 6- BY 7-FOOT GRAY GRANITE BOULDER WHICH
 LQ0545'PROJECTS ABOUT 3 1/2 FEET ABOVE THE GROUND, 54 1/2 FEET NORTHWEST OF
 LQ0545'THE CENTER LINE OF THE ROAD, AND ABOUT 6 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0383 ***********************************************************************
 MS0383  DESIGNATION -  A 84
 MS0383  PID         -  MS0383
 MS0383  STATE/COUNTY-  UT/BOX ELDER
 MS0383  COUNTRY     -  US
 MS0383  USGS QUAD   -  CRATER ISLAND NW (2017)
 MS0383
 MS0383                         *CURRENT SURVEY CONTROL
 MS0383  ______________________________________________________________________
 MS0383* NAD 83(1994) POSITION- 41 14 42.75965(N) 113 55 06.97407(W)   ADJUSTED
 MS0383* NAVD 88 ORTHO HEIGHT -  1425.047 (meters)     4675.34  (feet) ADJUSTED
 MS0383  ______________________________________________________________________
 MS0383  GEOID HEIGHT    -        -16.962 (meters)                     GEOID18
 MS0383  LAPLACE CORR    -         -5.13  (seconds)                    DEFLEC18
 MS0383  DYNAMIC HEIGHT  -       1424.013 (meters)     4671.95  (feet) COMP
 MS0383  MODELED GRAVITY -    979,848.1   (mgal)                       NAVD 88
 MS0383
 MS0383  HORZ ORDER      -  THIRD
 MS0383  VERT ORDER      -  SECOND    CLASS 0
 MS0383
 MS0383.The horizontal coordinates were established by classical geodetic methods
 MS0383.and adjusted by the National Geodetic Survey in November 1997.
 MS0383
 MS0383.The orthometric height was determined by differential leveling and
 MS0383.adjusted by the NATIONAL GEODETIC SURVEY
 MS0383.in June 1991.
 MS0383
 MS0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0383.GEOID18 height accuracy estimate available here.
 MS0383
 MS0383.Click photographs - Photos may exist for this station.
 MS0383
 MS0383.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0383
 MS0383.The dynamic height is computed by dividing the NAVD 88
 MS0383.geopotential number by the normal gravity value computed on the
 MS0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0383.degrees latitude (g = 980.6199 gals.).
 MS0383
 MS0383.The modeled gravity was interpolated from observed gravity values.
 MS0383
 MS0383. The following values were computed from the NAD 83(1994) position.
 MS0383
 MS0383;                    North         East     Units Scale Factor Converg.
 MS0383;SPC UT N     - 1,104,084.872   297,301.257   MT  0.99995685   -1 35 41.0
 MS0383;SPC UT N     - 3,622,318.45    975,395.87   sFT  0.99995685   -1 35 41.0
 MS0383;UTM  12      - 4,570,086.892   255,438.880   MT  1.00033615   -1 55 30.5
 MS0383;UTM  11      - 4,570,558.271   758,203.798   MT  1.00042059   +2 01 57.5
 MS0383
 MS0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0383!SPC UT N     -   0.99977918  x   0.99995685  =   0.99973604
 MS0383!UTM  12      -   0.99977918  x   1.00033615  =   1.00011526
 MS0383!UTM  11      -   0.99977918  x   1.00042059  =   1.00019968
 MS0383
 MS0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL5543870086(NAD 83)
 MS0383
 MS0383                          SUPERSEDED SURVEY CONTROL
 MS0383
 MS0383  NAD 83(1986)-  41 14 42.75285(N)    113 55 06.96700(W) AD(       ) 3
 MS0383  NGVD 29            1424.03   (m)         4672.0    (f) LEVELING    3  
 MS0383  NGVD 29 (??/??/92) 1424.02   (m)         4672.0    (f) COMPUTED    2 0
 MS0383
 MS0383.Superseded values are not recommended for survey control.
 MS0383
 MS0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0383.See file dsdata.pdf to determine how the superseded data were derived.
 MS0383
 MS0383_MARKER: DB = BENCH MARK DISK
 MS0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0383_STAMPING: A 84 1958
 MS0383_MARK LOGO: CGS
 MS0383_MAGNETIC: N = NO MAGNETIC MATERIAL
 MS0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0383+STABILITY: SURFACE MOTION
 MS0383
 MS0383  HISTORY     - Date     Condition        Report By
 MS0383  HISTORY     - 1958     MONUMENTED       CGS
 MS0383  HISTORY     - 1967     GOOD             USGS
 MS0383  HISTORY     - 19980806 GOOD             NIMA
 MS0383
 MS0383                          STATION DESCRIPTION
 MS0383
 MS0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MS0383'7.7 MI S FROM LUCIN.
 MS0383'7.7 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT LUCIN, 52
 MS0383'FEET EAST OF THE CENTER LINE OF THE ROAD, 62 FEET NORTHEAST OF THE
 MS0383'CENTER OF THE CROSSING OF A SMALL WASH, 47 FEET NORTH OF THE
 MS0383'APPROXIMATE CENTER OF THE WASH, 2.4 FEET WEST OF A WITNESS POST, ABOUT
 MS0383'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MS0383'0.5 FOOT ABOVE THE GROUND.
 MS0383
 MS0383                          STATION RECOVERY (1967)
 MS0383
 MS0383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MS0383'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY LEVEL LINE NO. 65, UTAH,
 MS0383'AS FOLLOWS
 MS0383'7.7 MI. S. ALONG A GRAVEL RD. FROM THE POST OFFICE AT LUCIN, 52 FT. E.
 MS0383'OF THE CENTERLINE OF THE RD., 62 FT. NE. OF THE CENTER OF THE CROSSING
 MS0383'OF A SMALL WASH, 47 FT. N. OF THE APPROXIMATE CENTER OF THE WASH, 2.4
 MS0383'FT. W. OF A WITNESS POST, ABOUT LEVEL WITH THE RD., AND SET IN THE TOP
 MS0383'OF A CONCRETE POST PROJECTING 0.5 FT. ABOVE THE GROUND.
 MS0383'STATION MARK--STANDARD C AND GS DISK STAMPED---A 84 1958--- (5
 MS0383'INVERTED).
 MS0383
 MS0383                          STATION RECOVERY (1998)
 MS0383
 MS0383'RECOVERY NOTE BY NATIONAL IMAGERY + MAPPING AGENCY 1998 (JDT)
 MS0383'GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0084 ***********************************************************************
 LP0084  DESIGNATION -  A 87
 LP0084  PID         -  LP0084
 LP0084  STATE/COUNTY-  UT/TOOELE
 LP0084  COUNTRY     -  US
 LP0084  USGS QUAD   -  DESERET PEAK WEST (2017)
 LP0084
 LP0084                         *CURRENT SURVEY CONTROL
 LP0084  ______________________________________________________________________
 LP0084* NAD 83(1986) POSITION- 40 27 19.     (N) 112 44 54.     (W)   SCALED
 LP0084* NAVD 88 ORTHO HEIGHT -  1359.767 (meters)     4461.17  (feet) ADJUSTED
 LP0084  ______________________________________________________________________
 LP0084  GEOID HEIGHT    -        -17.631 (meters)                     GEOID18
 LP0084  DYNAMIC HEIGHT  -       1358.683 (meters)     4457.61  (feet) COMP
 LP0084  MODELED GRAVITY -    979,780.4   (mgal)                       NAVD 88
 LP0084
 LP0084  VERT ORDER      -  SECOND    CLASS 0
 LP0084
 LP0084.The horizontal coordinates were scaled from a map and have
 LP0084.an estimated accuracy of +/- 6 seconds.
 LP0084
 LP0084.The orthometric height was determined by differential leveling and
 LP0084.adjusted by the NATIONAL GEODETIC SURVEY
 LP0084.in June 1991.
 LP0084
 LP0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0084.GEOID18 height accuracy estimate available here.
 LP0084
 LP0084.Click photographs - Photos may exist for this station.
 LP0084
 LP0084.The dynamic height is computed by dividing the NAVD 88
 LP0084.geopotential number by the normal gravity value computed on the
 LP0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0084.degrees latitude (g = 980.6199 gals.).
 LP0084
 LP0084.The modeled gravity was interpolated from observed gravity values.
 LP0084
 LP0084;                    North         East    Units  Estimated Accuracy
 LP0084;SPC UT C     - 2,236,320.      394,120.      MT  (+/- 180 meters Scaled)
 LP0084
 LP0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK517797(NAD 83)
 LP0084
 LP0084                          SUPERSEDED SURVEY CONTROL
 LP0084
 LP0084  NGVD 29 (??/??/92) 1358.731  (m)         4457.77   (f) ADJ UNCH    2 0
 LP0084
 LP0084.Superseded values are not recommended for survey control.
 LP0084
 LP0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0084.See file dsdata.pdf to determine how the superseded data were derived.
 LP0084
 LP0084_MARKER: DB = BENCH MARK DISK
 LP0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0084_STAMPING: A 87 1934
 LP0084_MARK LOGO: CGS
 LP0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0084+STABILITY: SURFACE MOTION
 LP0084
 LP0084  HISTORY     - Date     Condition        Report By
 LP0084  HISTORY     - 1934     MONUMENTED       CGS
 LP0084  HISTORY     - 1981     GOOD             USGS
 LP0084
 LP0084                          STATION DESCRIPTION
 LP0084
 LP0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0084'10.8 MI N FROM ORRS RANCH.
 LP0084'ABOUT 10.8 MILES NORTH ALONG THE ROAD TO TIMPIE FROM THE ROAD
 LP0084'INTERSECTION NORTHWEST OF ORRS RANCH, TOOELE COUNTY, ABOUT 60 FEET
 LP0084'NORTHWEST OF A MAIL BOX, AND 40 FEET WEST OF THE CENTER LINE OF THE
 LP0084'ROAD.  A STANDARD DISK, STAMPED A 87 1934 AND SET IN THE TOP OF A
 LP0084'CONCRETE POST.
 LP0084
 LP0084                          STATION RECOVERY (1981)
 LP0084
 LP0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LP0084'X-RDS. 0.5 MI. N. OF THE ORR RANCH, THENCE W. 0.4 MI. TO COUNTY ROAD
 LP0084'103, THENCE N. 10.4 MI., 108 FT N. AND 47 FT. W. AND 1.1 FT. LOWER
 LP0084'THAN X-RDS., SET IN TOP OF CONCRETE POST, PROJECTING 0.7 FT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0229 ***********************************************************************
 MS0229  DESIGNATION -  A 89
 MS0229  PID         -  MS0229
 MS0229  STATE/COUNTY-  UT/BOX ELDER
 MS0229  COUNTRY     -  US
 MS0229  USGS QUAD   -  SNOWVILLE (2017)
 MS0229
 MS0229                         *CURRENT SURVEY CONTROL
 MS0229  ______________________________________________________________________
 MS0229* NAD 83(1986) POSITION- 41 56 54.     (N) 112 40 09.     (W)   SCALED
 MS0229* NAVD 88 ORTHO HEIGHT -  1489.902 (meters)     4888.12  (feet) ADJUSTED
 MS0229  ______________________________________________________________________
 MS0229  GEOID HEIGHT    -        -14.926 (meters)                     GEOID18
 MS0229  DYNAMIC HEIGHT  -       1488.892 (meters)     4884.81  (feet) COMP
 MS0229  MODELED GRAVITY -    979,892.1   (mgal)                       NAVD 88
 MS0229
 MS0229  VERT ORDER      -  SECOND    CLASS 0
 MS0229
 MS0229.The horizontal coordinates were scaled from a map and have
 MS0229.an estimated accuracy of +/- 6 seconds.
 MS0229
 MS0229.The orthometric height was determined by differential leveling and
 MS0229.adjusted by the NATIONAL GEODETIC SURVEY
 MS0229.in June 1991.
 MS0229
 MS0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0229.GEOID18 height accuracy estimate available here.
 MS0229
 MS0229.Click photographs - Photos may exist for this station.
 MS0229
 MS0229.The dynamic height is computed by dividing the NAVD 88
 MS0229.geopotential number by the normal gravity value computed on the
 MS0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0229.degrees latitude (g = 980.6199 gals.).
 MS0229
 MS0229.The modeled gravity was interpolated from observed gravity values.
 MS0229
 MS0229;                    North         East    Units  Estimated Accuracy
 MS0229;SPC UT N     - 1,180,010.      403,060.      MT  (+/- 180 meters Scaled)
 MS0229
 MS0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM616453(NAD 83)
 MS0229
 MS0229                          SUPERSEDED SURVEY CONTROL
 MS0229
 MS0229  NGVD 29 (??/??/92) 1488.858  (m)         4884.70   (f) ADJ UNCH    2 0
 MS0229
 MS0229.Superseded values are not recommended for survey control.
 MS0229
 MS0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0229.See file dsdata.pdf to determine how the superseded data were derived.
 MS0229
 MS0229_MARKER: DB = BENCH MARK DISK
 MS0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0229_STAMPING: A 89 1934
 MS0229_MARK LOGO: CGS
 MS0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0229+STABILITY: SURFACE MOTION
 MS0229
 MS0229  HISTORY     - Date     Condition        Report By
 MS0229  HISTORY     - 1934     MONUMENTED       CGS
 MS0229  HISTORY     - 1968     MARK NOT FOUND   USGS
 MS0229
 MS0229                          STATION DESCRIPTION
 MS0229
 MS0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0229'2.5 MI S FROM SNOWVILLE.
 MS0229'2.5 MILES SOUTH ALONG U.S. HIGHWAY 30 S FROM THE CAFE BUILDING AT
 MS0229'SNOWVILLE, BOX ELDER COUNTY, AND 55 FEET EAST OF THE CENTER LINE OF
 MS0229'THE HIGHWAY.  A STANDARD DISK, STAMPED A 89 1934 AND SET IN THE TOP OF
 MS0229'A CONCRETE POST.
 MS0229
 MS0229                          STATION RECOVERY (1968)
 MS0229
 MS0229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MS0229'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0313 ***********************************************************************
 JO0313  DESIGNATION -  A 9
 JO0313  PID         -  JO0313
 JO0313  STATE/COUNTY-  UT/BEAVER
 JO0313  COUNTRY     -  US
 JO0313  USGS QUAD   -  THERMO (2017)
 JO0313
 JO0313                         *CURRENT SURVEY CONTROL
 JO0313  ______________________________________________________________________
 JO0313* NAD 83(1986) POSITION- 38 13 05.2    (N) 113 10 07.0    (W)   HD_HELD2
 JO0313* NAVD 88 ORTHO HEIGHT -  1535.701 (meters)     5038.38  (feet) ADJUSTED
 JO0313  ______________________________________________________________________
 JO0313  GEOID HEIGHT    -        -21.464 (meters)                     GEOID18
 JO0313  DYNAMIC HEIGHT  -       1534.071 (meters)     5033.03  (feet) COMP
 JO0313  MODELED GRAVITY -    979,513.8   (mgal)                       NAVD 88
 JO0313
 JO0313  VERT ORDER      -  FIRST     CLASS II
 JO0313
 JO0313.The horizontal coordinates were established by autonomous hand held GPS
 JO0313.observations and have an estimated accuracy of +/- 10 meters.
 JO0313
 JO0313.The orthometric height was determined by differential leveling and
 JO0313.adjusted by the NATIONAL GEODETIC SURVEY
 JO0313.in June 1991.
 JO0313
 JO0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0313.GEOID18 height accuracy estimate available here.
 JO0313
 JO0313.Click photographs - Photos may exist for this station.
 JO0313
 JO0313.The dynamic height is computed by dividing the NAVD 88
 JO0313.geopotential number by the normal gravity value computed on the
 JO0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0313.degrees latitude (g = 980.6199 gals.).
 JO0313
 JO0313.The modeled gravity was interpolated from observed gravity values.
 JO0313
 JO0313;                    North         East    Units  Estimated Accuracy
 JO0313;SPC UT S     - 3,173,492.      353,888.      MT  (+/- 10 meters HH2 GPS)
 JO0313
 JO0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH1015632238(NAD 83)
 JO0313
 JO0313                          SUPERSEDED SURVEY CONTROL
 JO0313
 JO0313  NGVD 29 (??/??/92) 1534.635  (m)         5034.88   (f) ADJ UNCH    1 2
 JO0313
 JO0313.Superseded values are not recommended for survey control.
 JO0313
 JO0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0313.See file dsdata.pdf to determine how the superseded data were derived.
 JO0313
 JO0313_MARKER: DB = BENCH MARK DISK
 JO0313_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JO0313_SP_SET: PIER
 JO0313_STAMPING: ELEV. 5034.382 FT.
 JO0313_MARK LOGO: CGS
 JO0313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0313+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2012
 JO0313
 JO0313  HISTORY     - Date     Condition        Report By
 JO0313  HISTORY     - 1908     MONUMENTED       CGS
 JO0313  HISTORY     - 1934     GOOD             CGS
 JO0313  HISTORY     - 20120229 GOOD             GEOCAC
 JO0313
 JO0313                          STATION DESCRIPTION
 JO0313
 JO0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0313'IN THERMO.
 JO0313'AT THERMO, BEAVER COUNTY, ON THE UNION PACIFIC RAILROAD, AT THE
 JO0313'NORTHEAST END OF THE SIDING, DIRECTLY OPPOSITE THE WATER TANK, ABOUT
 JO0313'82 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN TRACK, IN THE EAST
 JO0313'CONCRETE PIER OF THE WINDMILL TOWER, AND ABOUT 4-1/2 FEET LOWER THAN
 JO0313'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED ELEV. 5034.382 FT.
 JO0313
 JO0313                          STATION RECOVERY (2012)
 JO0313
 JO0313'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 JO0313'THE WINDMILL TOWER HAS BEEN REMOVED.  MARK IS MOUNTED HORIZONTALLY IN
 JO0313'THE NORTHEAST CORNER OF THE NORTHEAST PAD UNDER A SMALL MOUND OF DIRT
 JO0313'AT THE SOUTHWEST EDGE OF A RAILROAD SERVICE ROAD, ABOUT 25 FT FROM THE
 JO0313'CENTER OF A GATE IN THE RR ROW FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0610 ***********************************************************************
 LO0610  DESIGNATION -  A 91
 LO0610  PID         -  LO0610
 LO0610  STATE/COUNTY-  UT/SALT LAKE
 LO0610  COUNTRY     -  US
 LO0610  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0610
 LO0610                         *CURRENT SURVEY CONTROL
 LO0610  ______________________________________________________________________
 LO0610* NAD 83(1986) POSITION- 40 43 34.     (N) 111 56 40.     (W)   SCALED
 LO0610* NAVD 88 ORTHO HEIGHT -  1291.989 (meters)     4238.80  (feet) ADJUSTED
 LO0610  ______________________________________________________________________
 LO0610  GEOID HEIGHT    -        -17.103 (meters)                     GEOID18
 LO0610  DYNAMIC HEIGHT  -       1290.960 (meters)     4235.42  (feet) COMP
 LO0610  MODELED GRAVITY -    979,784.6   (mgal)                       NAVD 88
 LO0610
 LO0610  VERT ORDER      -  FIRST     CLASS II
 LO0610
 LO0610.The horizontal coordinates were scaled from a map and have
 LO0610.an estimated accuracy of +/- 6 seconds.
 LO0610
 LO0610.The orthometric height was determined by differential leveling and
 LO0610.adjusted by the NATIONAL GEODETIC SURVEY
 LO0610.in June 1991.
 LO0610
 LO0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0610.GEOID18 height accuracy estimate available here.
 LO0610
 LO0610.Click photographs - Photos may exist for this station.
 LO0610
 LO0610.The dynamic height is computed by dividing the NAVD 88
 LO0610.geopotential number by the normal gravity value computed on the
 LO0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0610.degrees latitude (g = 980.6199 gals.).
 LO0610
 LO0610.The modeled gravity was interpolated from observed gravity values.
 LO0610
 LO0610;                    North         East    Units  Estimated Accuracy
 LO0610;SPC UT C     - 2,265,750.      462,450.      MT  (+/- 180 meters Scaled)
 LO0610
 LO0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL202087(NAD 83)
 LO0610
 LO0610                          SUPERSEDED SURVEY CONTROL
 LO0610
 LO0610  NGVD 29 (??/??/92) 1291.047  (m)         4235.71   (f) ADJ UNCH    1 2
 LO0610
 LO0610.Superseded values are not recommended for survey control.
 LO0610
 LO0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0610.See file dsdata.pdf to determine how the superseded data were derived.
 LO0610
 LO0610_MARKER: DB = BENCH MARK DISK
 LO0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0610_STAMPING: A 91 1953
 LO0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0610+STABILITY: SURFACE MOTION
 LO0610
 LO0610  HISTORY     - Date     Condition        Report By
 LO0610  HISTORY     - 1953     MONUMENTED       CGS
 LO0610  HISTORY     - 1974     MARK NOT FOUND   USGS
 LO0610
 LO0610                          STATION DESCRIPTION
 LO0610
 LO0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LO0610'4.6 MI SW FROM SALT LAKE CITY.
 LO0610'2.7 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 LO0610'THE FREIGHT DEPOT AT SALT LAKE CITY, THENCE 1.9 MILES WEST ALONG STATE
 LO0610'HIGHWAY 201, 0.3 MILE WEST OF THE INTERSECTION OF STATE HIGHWAY 68, ON
 LO0610'TOP OF A SMALL RISE, 78.2 FEET NORTH OF THE CENTER LINE OF THE
 LO0610'HIGHWAY, 3.1 FEET SOUTH OF A GOVERNMENT PROPERTY LINE FENCE, 1.8 FEET
 LO0610'WEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 LO0610'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LO0610
 LO0610                          STATION RECOVERY (1974)
 LO0610
 LO0610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LO0610'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0406 ***********************************************************************
 MR0406  DESIGNATION -  A 92
 MR0406  PID         -  MR0406
 MR0406  STATE/COUNTY-  UT/WEBER
 MR0406  COUNTRY     -  US
 MR0406  USGS QUAD   -  OGDEN (2017)
 MR0406
 MR0406                         *CURRENT SURVEY CONTROL
 MR0406  ______________________________________________________________________
 MR0406* NAD 83(1986) POSITION- 41 11 32.     (N) 111 59 15.     (W)   SCALED
 MR0406* NAVD 88 ORTHO HEIGHT -  1322.172 (meters)     4337.83  (feet) ADJUSTED
 MR0406  ______________________________________________________________________
 MR0406  GEOID HEIGHT    -        -16.780 (meters)                     GEOID18
 MR0406  DYNAMIC HEIGHT  -       1321.156 (meters)     4334.49  (feet) COMP
 MR0406  MODELED GRAVITY -    979,810.3   (mgal)                       NAVD 88
 MR0406
 MR0406  VERT ORDER      -  FIRST     CLASS I
 MR0406
 MR0406.The horizontal coordinates were scaled from a map and have
 MR0406.an estimated accuracy of +/- 6 seconds.
 MR0406
 MR0406.The orthometric height was determined by differential leveling and
 MR0406.adjusted by the NATIONAL GEODETIC SURVEY
 MR0406.in June 1991.
 MR0406
 MR0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0406.GEOID18 height accuracy estimate available here.
 MR0406
 MR0406.Click photographs - Photos may exist for this station.
 MR0406
 MR0406.The dynamic height is computed by dividing the NAVD 88
 MR0406.geopotential number by the normal gravity value computed on the
 MR0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0406.degrees latitude (g = 980.6199 gals.).
 MR0406
 MR0406.The modeled gravity was interpolated from observed gravity values.
 MR0406
 MR0406;                    North         East    Units  Estimated Accuracy
 MR0406;SPC UT N     - 1,095,490.      459,110.      MT  (+/- 180 meters Scaled)
 MR0406
 MR0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL171605(NAD 83)
 MR0406
 MR0406                          SUPERSEDED SURVEY CONTROL
 MR0406
 MR0406  NGVD 29 (??/??/92) 1321.181  (m)         4334.57   (f) SUPERSEDED  1 1
 MR0406  NGVD 29 (06/08/92) 1321.155  (m)         4334.49   (f) ADJUSTED    1 1
 MR0406
 MR0406.Superseded values are not recommended for survey control.
 MR0406
 MR0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0406.See file dsdata.pdf to determine how the superseded data were derived.
 MR0406
 MR0406_MARKER: DB = BENCH MARK DISK
 MR0406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0406_SP_SET: PIER
 MR0406_STAMPING: A 92 1953
 MR0406_MARK LOGO: CGS
 MR0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MR0406+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2005
 MR0406
 MR0406  HISTORY     - Date     Condition        Report By
 MR0406  HISTORY     - 1953     MONUMENTED       CGS
 MR0406  HISTORY     - 1958     GOOD             CGS
 MR0406  HISTORY     - 1983     GOOD             NGS
 MR0406  HISTORY     - 20050605 GOOD             USPSQD
 MR0406
 MR0406                          STATION DESCRIPTION
 MR0406
 MR0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0406'2.1 MI S FROM OGDEN.
 MR0406'ABOUT 2.1 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0406'AT OGDEN, IN THE TOP OF THE EAST END OF A SMALL CONCRETE PIER OF
 MR0406'BRIDGE NUMBER 990.53, 5 FEET EAST OF THE NEAR RAIL OF THE TRACK, 1
 MR0406'FOOT EAST OF THE EAST HEADWALL, AND ABOUT 3 1/2 FEET BELOW THE TRACK.
 MR0406
 MR0406                          STATION RECOVERY (1983)
 MR0406
 MR0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0406'RECOVERED IN GOOD CONDITION.
 MR0406
 MR0406                          STATION RECOVERY (2005)
 MR0406
 MR0406'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 MR0406'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0122 ***********************************************************************
 MS0122  DESIGNATION -  A 93
 MS0122  PID         -  MS0122
 MS0122  STATE/COUNTY-  UT/BOX ELDER
 MS0122  COUNTRY     -  US
 MS0122  USGS QUAD   -  WILLARD (2017)
 MS0122
 MS0122                         *CURRENT SURVEY CONTROL
 MS0122  ______________________________________________________________________
 MS0122* NAD 83(1986) POSITION- 41 24 44.     (N) 112 02 56.     (W)   SCALED
 MS0122* NAVD 88 ORTHO HEIGHT -  1300.917 (meters)     4268.09  (feet) ADJUSTED
 MS0122  ______________________________________________________________________
 MS0122  GEOID HEIGHT    -        -16.350 (meters)                     GEOID18
 MS0122  DYNAMIC HEIGHT  -       1299.975 (meters)     4265.00  (feet) COMP
 MS0122  MODELED GRAVITY -    979,854.4   (mgal)                       NAVD 88
 MS0122
 MS0122  VERT ORDER      -  FIRST     CLASS I
 MS0122
 MS0122.The horizontal coordinates were scaled from a map and have
 MS0122.an estimated accuracy of +/- 6 seconds.
 MS0122
 MS0122.The orthometric height was determined by differential leveling and
 MS0122.adjusted by the NATIONAL GEODETIC SURVEY
 MS0122.in June 1991.
 MS0122
 MS0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0122.GEOID18 height accuracy estimate available here.
 MS0122
 MS0122.Click photographs - Photos may exist for this station.
 MS0122
 MS0122.The dynamic height is computed by dividing the NAVD 88
 MS0122.geopotential number by the normal gravity value computed on the
 MS0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0122.degrees latitude (g = 980.6199 gals.).
 MS0122
 MS0122.The modeled gravity was interpolated from observed gravity values.
 MS0122
 MS0122;                    North         East    Units  Estimated Accuracy
 MS0122;SPC UT N     - 1,119,960.      454,110.      MT  (+/- 180 meters Scaled)
 MS0122
 MS0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL123850(NAD 83)
 MS0122
 MS0122                          SUPERSEDED SURVEY CONTROL
 MS0122
 MS0122  NGVD 29 (??/??/92) 1299.927  (m)         4264.84   (f) ADJ UNCH    1 1
 MS0122
 MS0122.Superseded values are not recommended for survey control.
 MS0122
 MS0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0122.See file dsdata.pdf to determine how the superseded data were derived.
 MS0122
 MS0122_MARKER: DB = BENCH MARK DISK
 MS0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0122_STAMPING: A 93 1953
 MS0122_MARK LOGO: CGS
 MS0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0122+STABILITY: SURFACE MOTION
 MS0122
 MS0122  HISTORY     - Date     Condition        Report By
 MS0122  HISTORY     - 1953     MONUMENTED       CGS
 MS0122  HISTORY     - 1967     GOOD             CGS
 MS0122  HISTORY     - 1987     MARK NOT FOUND   USGS
 MS0122
 MS0122                          STATION DESCRIPTION
 MS0122
 MS0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0122'7.0 MI S FROM BRIGHAM CITY.
 MS0122'7.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MS0122'BRIGHAM CITY, 0.1 MILE (5 POLES) NORTH OF MILEPOLE 14, 9 1/2 RAILS
 MS0122'NORTH OF THE WILLARD SIDING SIGN, 7 1/2 RAILS SOUTH OF THE CENTER OF A
 MS0122'ROAD CROSSING, 61.8 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 MS0122'129.8 FEET SOUTH OF THE CENTER OF THE EAST END OF CULVERT 14.15, 33
 MS0122'FEET SOUTHEAST OF THE 5TH TELEPHONE POLE NORTH OF MILEPOLE, 19 FEET
 MS0122'EAST OF THE CENTER LINE OF A DIRT ROAD, 1.5 FEET NORTH OF A WITNESS
 MS0122'POST, 2.5 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 MS0122'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 MS0122'THE GROUND.
 MS0122
 MS0122                          STATION RECOVERY (1987)
 MS0122
 MS0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (GH)
 MS0122'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0072 ***********************************************************************
 MS0072  DESIGNATION -  A 94
 MS0072  PID         -  MS0072
 MS0072  STATE/COUNTY-  UT/BOX ELDER
 MS0072  COUNTRY     -  US
 MS0072  USGS QUAD   -  PUBLIC SHOOTING GROUNDS (2017)
 MS0072
 MS0072                         *CURRENT SURVEY CONTROL
 MS0072  ______________________________________________________________________
 MS0072* NAD 83(1986) POSITION- 41 35 31.89   (N) 112 16 40.80   (W)   HD_HELD1
 MS0072* NAVD 88 ORTHO HEIGHT -  1291.416 (meters)     4236.92  (feet) ADJUSTED
 MS0072  ______________________________________________________________________
 MS0072  GEOID HEIGHT    -        -16.086 (meters)                     GEOID18
 MS0072  DYNAMIC HEIGHT  -       1290.515 (meters)     4233.96  (feet) COMP
 MS0072  MODELED GRAVITY -    979,881.3   (mgal)                       NAVD 88
 MS0072
 MS0072  VERT ORDER      -  FIRST     CLASS II
 MS0072
 MS0072.The horizontal coordinates were determined by differentially corrected
 MS0072.hand held GPS observations or other comparable positioning techniques
 MS0072.and have an estimated accuracy of +/- 3 meters.
 MS0072
 MS0072.The orthometric height was determined by differential leveling and
 MS0072.adjusted by the NATIONAL GEODETIC SURVEY
 MS0072.in June 1991.
 MS0072
 MS0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0072.GEOID18 height accuracy estimate available here.
 MS0072
 MS0072.Click photographs - Photos may exist for this station.
 MS0072
 MS0072.The dynamic height is computed by dividing the NAVD 88
 MS0072.geopotential number by the normal gravity value computed on the
 MS0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0072.degrees latitude (g = 980.6199 gals.).
 MS0072
 MS0072.The modeled gravity was interpolated from observed gravity values.
 MS0072
 MS0072;                    North         East    Units  Estimated Accuracy
 MS0072;SPC UT N     - 1,140,089.1     435,134.7     MT  (+/- 3 meters HH1 GPS) 
 MS0072
 MS0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9348405287(NAD 83)
 MS0072
 MS0072                          SUPERSEDED SURVEY CONTROL
 MS0072
 MS0072.No superseded survey control is available for this station.
 MS0072
 MS0072_MARKER: DB = BENCH MARK DISK
 MS0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0072_STAMPING: A 94 1953
 MS0072_MARK LOGO: CGS
 MS0072_PROJECTION: FLUSH
 MS0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0072+STABILITY: SURFACE MOTION
 MS0072
 MS0072  HISTORY     - Date     Condition        Report By
 MS0072  HISTORY     - 1953     MONUMENTED       CGS
 MS0072  HISTORY     - 1984     GOOD             NGS
 MS0072
 MS0072                          STATION DESCRIPTION
 MS0072
 MS0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0072'9.3 MI W FROM CORINNE.
 MS0072'0.2 MILE NORTH ALONG FOURTH STREET FROM THE PUBLIC SCHOOL AT CORINNE,
 MS0072'THENCE 9.1 MILES WEST ALONG STATE HIGHWAY 83.  AT THE T JUNCTION OF A
 MS0072'TRACK ROAD LEADING NORTHEAST, 75.4 FEET SOUTHWEST OF THE SOUTH CORNER
 MS0072'OF A CATTLE LOADING CHUTE, 63 FEET NORTHWEST OF THE CENTER LINE OF THE
 MS0072'ROAD, 37.8 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.1 FEET
 MS0072'SOUTHWEST OF A FENCE, 1.7 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 MS0072'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MS0072'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 MS0072
 MS0072                          STATION RECOVERY (1984)
 MS0072
 MS0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0072'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.54 KM
 MS0072'(6.55 MI) NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE IN
 MS0072'BRIGHAM CITY, THENCE 14.72 KM (9.15 MI) NORTHWEST ALONG STATE HIGHWAY
 MS0072'83, 0.28 KM (0.18 MI) NORTHWEST OF A POWER LINE CROSSING, 54.0 METERS
 MS0072'(50.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 22.8 METERS (75 FT)
 MS0072'SOUTHWEST OF THE SOUTH CORNER OF A CATTLE LOADING CHUTE AND
 MS0072'16.5 METERS (54 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A STOCK
 MS0072'HOLDING PEN.
 MS0072'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 MS0072'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0198 ***********************************************************************
 MS0198  DESIGNATION -  A 95
 MS0198  PID         -  MS0198
 MS0198  STATE/COUNTY-  UT/BOX ELDER
 MS0198  COUNTRY     -  US
 MS0198  USGS QUAD   -  LAKE RIDGE (2017)
 MS0198
 MS0198                         *CURRENT SURVEY CONTROL
 MS0198  ______________________________________________________________________
 MS0198* NAD 83(1986) POSITION- 41 37 47.     (N) 112 42 27.     (W)   SCALED
 MS0198* NAVD 88 ORTHO HEIGHT -  1365.933 (meters)     4481.40  (feet) ADJUSTED
 MS0198  ______________________________________________________________________
 MS0198  GEOID HEIGHT    -        -15.814 (meters)                     GEOID18
 MS0198  DYNAMIC HEIGHT  -       1365.007 (meters)     4478.36  (feet) COMP
 MS0198  MODELED GRAVITY -    979,897.6   (mgal)                       NAVD 88
 MS0198
 MS0198  VERT ORDER      -  FIRST     CLASS II
 MS0198
 MS0198.The horizontal coordinates were scaled from a map and have
 MS0198.an estimated accuracy of +/- 6 seconds.
 MS0198
 MS0198.The orthometric height was determined by differential leveling and
 MS0198.adjusted by the NATIONAL GEODETIC SURVEY
 MS0198.in June 1991.
 MS0198
 MS0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0198.GEOID18 height accuracy estimate available here.
 MS0198
 MS0198.Click photographs - Photos may exist for this station.
 MS0198
 MS0198.The dynamic height is computed by dividing the NAVD 88
 MS0198.geopotential number by the normal gravity value computed on the
 MS0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0198.degrees latitude (g = 980.6199 gals.).
 MS0198
 MS0198.The modeled gravity was interpolated from observed gravity values.
 MS0198
 MS0198;                    North         East    Units  Estimated Accuracy
 MS0198;SPC UT N     - 1,144,670.      399,390.      MT  (+/- 180 meters Scaled)
 MS0198
 MS0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM577100(NAD 83)
 MS0198
 MS0198                          SUPERSEDED SURVEY CONTROL
 MS0198
 MS0198  NGVD 29 (??/??/92) 1364.926  (m)         4478.09   (f) ADJ UNCH    1 2
 MS0198
 MS0198.Superseded values are not recommended for survey control.
 MS0198
 MS0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0198.See file dsdata.pdf to determine how the superseded data were derived.
 MS0198
 MS0198_MARKER: DB = BENCH MARK DISK
 MS0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0198_STAMPING: A 95 1953
 MS0198_MARK LOGO: CGS
 MS0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0198+STABILITY: SURFACE MOTION
 MS0198
 MS0198  HISTORY     - Date     Condition        Report By
 MS0198  HISTORY     - 1953     MONUMENTED       CGS
 MS0198
 MS0198                          STATION DESCRIPTION
 MS0198
 MS0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0198'12.5 MI W FROM PROMONTORY.
 MS0198'3.1 MILES SOUTHWEST ALONG A COUNTY GRAVELED ROAD FROM THE GOLDEN SPIKE
 MS0198'MONUMENT AT PROMONTORY, THENCE 9.4 MILES WEST ALONG A GRAVELED ROAD ON
 MS0198'THE ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED.  0.4 MILE (15
 MS0198'POLES) SOUTH OF MILEPOLE 760, 93.4 FEET SOUTHEAST OF THE CENTER OF THE
 MS0198'NORTHEAST END OF A 2- BY 2-FOOT WOODEN BOX CULVERT, 65.5 FEET EAST OF
 MS0198'THE EAST END OF A WIRE GATE ACROSS THE ROAD, 64 1/2 FEET NORTHEAST OF
 MS0198'THE CENTER LINE OF THE ROAD, 1 1/2 FEET SOUTH OF A TELEPHONE POLE
 MS0198'MARKED BY THE WHITE PAINTED LETTERS BM, 1.0 FOOT SOUTH OF A FENCE, 1.8
 MS0198'FEET WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET
 MS0198'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0296 ***********************************************************************
 MS0296  DESIGNATION -  A 96
 MS0296  PID         -  MS0296
 MS0296  STATE/COUNTY-  UT/BOX ELDER
 MS0296  COUNTRY     -  US
 MS0296  USGS QUAD   -  RED DOME (2017)
 MS0296
 MS0296                         *CURRENT SURVEY CONTROL
 MS0296  ______________________________________________________________________
 MS0296* NAD 83(1986) POSITION- 41 33 06.     (N) 113 24 13.     (W)   SCALED
 MS0296* NAVD 88 ORTHO HEIGHT -  1421.386 (meters)     4663.33  (feet) ADJUSTED
 MS0296  ______________________________________________________________________
 MS0296  GEOID HEIGHT    -        -16.097 (meters)                     GEOID18
 MS0296  DYNAMIC HEIGHT  -       1420.394 (meters)     4660.08  (feet) COMP
 MS0296  MODELED GRAVITY -    979,875.5   (mgal)                       NAVD 88
 MS0296
 MS0296  VERT ORDER      -  FIRST     CLASS II
 MS0296
 MS0296.The horizontal coordinates were scaled from a map and have
 MS0296.an estimated accuracy of +/- 6 seconds.
 MS0296
 MS0296.The orthometric height was determined by differential leveling and
 MS0296.adjusted by the NATIONAL GEODETIC SURVEY
 MS0296.in June 1991.
 MS0296
 MS0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0296.GEOID18 height accuracy estimate available here.
 MS0296
 MS0296.Click photographs - Photos may exist for this station.
 MS0296
 MS0296.The dynamic height is computed by dividing the NAVD 88
 MS0296.geopotential number by the normal gravity value computed on the
 MS0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0296.degrees latitude (g = 980.6199 gals.).
 MS0296
 MS0296.The modeled gravity was interpolated from observed gravity values.
 MS0296
 MS0296;                    North         East    Units  Estimated Accuracy
 MS0296;SPC UT N     - 1,137,040.      341,200.      MT  (+/- 180 meters Scaled)
 MS0296
 MS0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM995027(NAD 83)
 MS0296
 MS0296                          SUPERSEDED SURVEY CONTROL
 MS0296
 MS0296  NGVD 29 (??/??/92) 1420.341  (m)         4659.90   (f) ADJ UNCH    1 2
 MS0296
 MS0296.Superseded values are not recommended for survey control.
 MS0296
 MS0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0296.See file dsdata.pdf to determine how the superseded data were derived.
 MS0296
 MS0296_MARKER: DB = BENCH MARK DISK
 MS0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0296_STAMPING: A 96 1953
 MS0296_MARK LOGO: CGS
 MS0296_PROJECTION: FLUSH
 MS0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0296+STABILITY: SURFACE MOTION
 MS0296
 MS0296  HISTORY     - Date     Condition        Report By
 MS0296  HISTORY     - 1953     MONUMENTED       CGS
 MS0296
 MS0296                          STATION DESCRIPTION
 MS0296
 MS0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0296'10.9 MI NE FROM WATERCRESS.
 MS0296'10.9 MILES NORTHEAST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0296'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0296'WATERCRESS, 14 POLES NORTHEAST OF MILEPOLE 710, AT THE EAST END OF A
 MS0296'LONG CURVE AND FILL, IN LINE WITH A ROW OF POLES, 119 FEET EAST OF
 MS0296'TELEPHONE POLE 61B, 112 FEET NORTH OF THE CENTER LINE OF THE ROAD, 11
 MS0296'FEET WEST OF A TELEPHONE POLE MARKED BY THE WHITE PAINTED LETTERS BM,
 MS0296'1.7 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, FLUSH WITH
 MS0296'THE GROUND, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0355 ***********************************************************************
 MS0355  DESIGNATION -  A 97
 MS0355  PID         -  MS0355
 MS0355  STATE/COUNTY-  UT/BOX ELDER
 MS0355  COUNTRY     -  US
 MS0355  USGS QUAD   -  LUCIN NE (2017)
 MS0355
 MS0355                         *CURRENT SURVEY CONTROL
 MS0355  ______________________________________________________________________
 MS0355* NAD 83(1986) POSITION- 41 22 42.     (N) 113 50 16.     (W)   SCALED
 MS0355* NAVD 88 ORTHO HEIGHT -  1345.199 (meters)     4413.37  (feet) ADJUSTED
 MS0355  ______________________________________________________________________
 MS0355  GEOID HEIGHT    -        -16.749 (meters)                     GEOID18
 MS0355  DYNAMIC HEIGHT  -       1344.241 (meters)     4410.23  (feet) COMP
 MS0355  MODELED GRAVITY -    979,865.0   (mgal)                       NAVD 88
 MS0355
 MS0355  VERT ORDER      -  FIRST     CLASS II
 MS0355
 MS0355.The horizontal coordinates were scaled from a map and have
 MS0355.an estimated accuracy of +/- 6 seconds.
 MS0355
 MS0355.The orthometric height was determined by differential leveling and
 MS0355.adjusted by the NATIONAL GEODETIC SURVEY
 MS0355.in June 1991.
 MS0355
 MS0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0355.GEOID18 height accuracy estimate available here.
 MS0355
 MS0355.Click photographs - Photos may exist for this station.
 MS0355
 MS0355.The dynamic height is computed by dividing the NAVD 88
 MS0355.geopotential number by the normal gravity value computed on the
 MS0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0355.degrees latitude (g = 980.6199 gals.).
 MS0355
 MS0355.The modeled gravity was interpolated from observed gravity values.
 MS0355
 MS0355;                    North         East    Units  Estimated Accuracy
 MS0355;SPC UT N     - 1,118,680.      304,470.      MT  (+/- 180 meters Scaled)
 MS0355
 MS0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL626846(NAD 83)
 MS0355
 MS0355                          SUPERSEDED SURVEY CONTROL
 MS0355
 MS0355  NGVD 29 (??/??/92) 1344.174  (m)         4410.01   (f) ADJ UNCH    1 2
 MS0355
 MS0355.Superseded values are not recommended for survey control.
 MS0355
 MS0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0355.See file dsdata.pdf to determine how the superseded data were derived.
 MS0355
 MS0355_MARKER: DB = BENCH MARK DISK
 MS0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0355_STAMPING: A 97 1953
 MS0355_MARK LOGO: CGS
 MS0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0355+STABILITY: SURFACE MOTION
 MS0355
 MS0355  HISTORY     - Date     Condition        Report By
 MS0355  HISTORY     - 1953     MONUMENTED       CGS
 MS0355
 MS0355                          STATION DESCRIPTION
 MS0355
 MS0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0355'4.2 MI NE FROM LUCIN.
 MS0355'4.2 MILES NORTHEAST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0355'PACIFIC COMPANY RAILROAD BED FROM THE POST OFFICE AT LUCIN, 0.3 MILE
 MS0355'(12 POLES) NORTHEAST OF MILEPOLE 683, 397 FEET SOUTHWEST OF THE SOUTH
 MS0355'CORNER OF A 30-FOOT WOODEN BRIDGE, 191 1/2 FEET SOUTHEAST OF AND
 MS0355'ACROSS THE ROAD FROM TELEPHONE POLE 42B, 80 FEET SOUTHEAST OF THE
 MS0355'CENTER LINE OF THE ROAD, 1.7 FEET NORTHWEST OF A WITNESS POST, ABOUT 3
 MS0355'FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MS0355'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0375 ***********************************************************************
 MS0375  DESIGNATION -  AA
 MS0375  PID         -  MS0375
 MS0375  STATE/COUNTY-  UT/BOX ELDER
 MS0375  COUNTRY     -  US
 MS0375  USGS QUAD   -  LUCIN (2017)
 MS0375
 MS0375                         *CURRENT SURVEY CONTROL
 MS0375  ______________________________________________________________________
 MS0375* NAD 83(1986) POSITION- 41 20 49.     (N) 113 54 10.     (W)   SCALED
 MS0375* NAVD 88 ORTHO HEIGHT -  1363.852 (meters)     4474.57  (feet) ADJUSTED
 MS0375  ______________________________________________________________________
 MS0375  GEOID HEIGHT    -        -16.764 (meters)                     GEOID18
 MS0375  DYNAMIC HEIGHT  -       1362.887 (meters)     4471.41  (feet) COMP
 MS0375  MODELED GRAVITY -    979,868.8   (mgal)                       NAVD 88
 MS0375
 MS0375  VERT ORDER      -  SECOND    CLASS 0
 MS0375
 MS0375.The horizontal coordinates were scaled from a map and have
 MS0375.an estimated accuracy of +/- 6 seconds.
 MS0375
 MS0375.The orthometric height was determined by differential leveling and
 MS0375.adjusted by the NATIONAL GEODETIC SURVEY
 MS0375.in June 1991.
 MS0375
 MS0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0375.GEOID18 height accuracy estimate available here.
 MS0375
 MS0375.Click photographs - Photos may exist for this station.
 MS0375
 MS0375.The dynamic height is computed by dividing the NAVD 88
 MS0375.geopotential number by the normal gravity value computed on the
 MS0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0375.degrees latitude (g = 980.6199 gals.).
 MS0375
 MS0375.The modeled gravity was interpolated from observed gravity values.
 MS0375
 MS0375;                    North         East    Units  Estimated Accuracy
 MS0375;SPC UT N     - 1,115,340.      298,940.      MT  (+/- 180 meters Scaled)
 MS0375
 MS0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL571813(NAD 83)
 MS0375
 MS0375                          SUPERSEDED SURVEY CONTROL
 MS0375
 MS0375  NGVD 29 (??/??/92) 1362.844  (m)         4471.26   (f) ADJ UNCH    2 0
 MS0375
 MS0375.Superseded values are not recommended for survey control.
 MS0375
 MS0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0375.See file dsdata.pdf to determine how the superseded data were derived.
 MS0375
 MS0375_MARKER: N = NAIL
 MS0375_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 MS0375_SP_SET: TREE
 MS0375_STAMPING: AA
 MS0375_MARK LOGO: CGS
 MS0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0375
 MS0375  HISTORY     - Date     Condition        Report By
 MS0375  HISTORY     - 1958     MONUMENTED       CGS
 MS0375  HISTORY     - 1966     MARK NOT FOUND   CGS
 MS0375
 MS0375                          STATION DESCRIPTION
 MS0375
 MS0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0375'IN LUCIN.
 MS0375'COPPER NAIL AND WASHER BENCH MARK AA IS LOCATED 195 FEET SOUTHEAST OF
 MS0375'THE ABOVE BENCH MARK, IN A ROOT ON THE NORTHEAST SIDE OF A 20-INCH
 MS0375'LOCUST TREE, 48 FEET WEST OF A DERAIL SWITCH AND 3 INCHES ABOVE THE
 MS0375'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0536 ***********************************************************************
 HM0536  DESIGNATION -  ABAJO PEAK
 HM0536  PID         -  HM0536
 HM0536  STATE/COUNTY-  UT/SAN JUAN
 HM0536  COUNTRY     -  US
 HM0536  USGS QUAD   -  ABAJO PEAK (2017)
 HM0536
 HM0536                         *CURRENT SURVEY CONTROL
 HM0536  ______________________________________________________________________
 HM0536* NAD 83(1994) POSITION- 37 50 22.29655(N) 109 27 44.74623(W)   ADJUSTED
 HM0536* NAVD 88 ORTHO HEIGHT -  3463.    (meters)    11362.    (feet) SCALED
 HM0536  ______________________________________________________________________
 HM0536  GEOID HEIGHT    -        -18.494 (meters)                     GEOID18
 HM0536  LAPLACE CORR    -         -8.60  (seconds)                    DEFLEC18
 HM0536  HORZ ORDER      -  FIRST
 HM0536
 HM0536.The horizontal coordinates were established by classical geodetic methods
 HM0536.and adjusted by the National Geodetic Survey in November 1997.
 HM0536
 HM0536.The orthometric height was scaled from a topographic map.
 HM0536
 HM0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0536.GEOID18 height accuracy estimate available here.
 HM0536
 HM0536.Click photographs - Photos may exist for this station.
 HM0536
 HM0536.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0536
 HM0536. The following values were computed from the NAD 83(1994) position.
 HM0536
 HM0536;                    North         East     Units Scale Factor Converg.
 HM0536;SPC UT S     - 3,132,122.061   679,331.266   MT  0.99995176   +1 14 54.2
 HM0536;SPC UT S     -10,275,970.46  2,228,772.66   sFT  0.99995176   +1 14 54.2
 HM0536;UTM  12      - 4,189,124.199   635,292.273   MT  0.99982545   +0 56 36.1
 HM0536
 HM0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0536!SPC UT S     -   0.99945973  x   0.99995176  =   0.99941151
 HM0536!UTM  12      -   0.99945973  x   0.99982545  =   0.99928527
 HM0536
 HM0536:                Primary Azimuth Mark                     Grid Az
 HM0536:SPC UT S     -  ABAJO PEAK AZ MK                         237 43 25.2
 HM0536:UTM  12      -  ABAJO PEAK AZ MK                         238 01 43.3
 HM0536
 HM0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3529289124(NAD 83)
 HM0536
 HM0536|---------------------------------------------------------------------|
 HM0536| PID    Reference Object                     Distance      Geod. Az  |
 HM0536|                                                           dddmmss.s |
 HM0536| CM6829 ABAJO PEAK RM 1                       6.381 METERS 03226     |
 HM0536| HM0540 ABAJO PEAK RM 2                       4.925 METERS 23147     |
 HM0536| CM6827 ABAJO PEAK AZ MK                                   2385819.4 |
 HM0536|---------------------------------------------------------------------|
 HM0536
 HM0536                          SUPERSEDED SURVEY CONTROL
 HM0536
 HM0536  NAD 83(1986)-  37 50 22.28896(N)    109 27 44.74918(W) AD(       ) 1
 HM0536  NAD 27      -  37 50 22.31474(N)    109 27 42.31636(W) AD(       ) 1
 HM0536
 HM0536.Superseded values are not recommended for survey control.
 HM0536
 HM0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0536.See file dsdata.pdf to determine how the superseded data were derived.
 HM0536
 HM0536_MARKER: DB = BENCH MARK DISK
 HM0536_SETTING: 80 = SET IN A BOULDER
 HM0536_STAMPING: ABAJO PEAK 1934
 HM0536_MARK LOGO: USGS
 HM0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0536+STABILITY: SURFACE MOTION
 HM0536
 HM0536  HISTORY     - Date     Condition        Report By
 HM0536  HISTORY     - 1934     MONUMENTED       USGS
 HM0536  HISTORY     - 1937     GOOD             CGS
 HM0536  HISTORY     - 1962     GOOD             CGS
 HM0536  HISTORY     - 1963     SEE DESCRIPTION  CGS
 HM0536  HISTORY     - 1972     GOOD             NGS
 HM0536
 HM0536                          STATION DESCRIPTION
 HM0536
 HM0536'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (WRP)
 HM0536'ABOUT 7 MILES S OF W OF MONTICELLO, IN LA SAL NATIONAL FOREST,
 HM0536'ON HIGHEST POINT OF ABAJO PEAK OF BLUE MOUNTAINS, AND IN SEC.
 HM0536'12, T 34 S, R 22 E.  TO REACH FROM REDD STORE IN MONTICELLO,
 HM0536'GO W 9.25 MILES ON GRADED ROAD TO SUMMIT OF SADDLE IN MOUNTAINS
 HM0536'AND END OF TRUCK TRAVEL.  PICK UP FOREST SERVICE TRAIL WHICH
 HM0536'LEADS S TOWARD JACKSON CAMP, AND GO SE DOWN HILL AND NEARLY
 HM0536'PARALLEL TO ROAD FOR ABOUT 100 YARDS, THEN BEAR RIGHT ALONG
 HM0536'HILLSIDE IN TIMBER.  FOLLOW THIS TRAIL S UP STEEP SLOPE 0.5
 HM0536'MILE TO LOG CORRAL IN SADDLE OF MAIN RIDGE.  BEAR LEFT FROM
 HM0536'CORRAL AND GO SE UP TO POINT OF PARTLY TIMBERED RIDGE AND TO
 HM0536'OPEN HILLSIDE MEADOW NEAR SUMMIT.  BEAR LEFT ALONG RIDGE TO
 HM0536'SADDLE AT RUINS OF OLD CABIN, AND CONTINUE E UP RIDGE
 HM0536'ABOUT 300 YARDS TO STATION SITE.  ABOUT 1-1/2 HOUR PACK.
 HM0536'MARKED BY STANDARD STATION WEDGED IN A DRILL HOLE FLUSH
 HM0536'IN 12-INCH SQUARE BOULDER WHICH IS ABOUT 4 INCHES BELOW
 HM0536'GROUND SURFACE.  REFERENCE MARKS ARE STANDARD REFERENCE
 HM0536'DISKS WEDGED IN DRILL HOLES IN BOULDERS.  NO. 1 IS 6.396
 HM0536'METERS (20.98 FEET) NE OF STATION N 32 DEG 23 MIN E.
 HM0536'NO. 2 IS 4.943 METERS (16.22 FEET) S OF STATION
 HM0536'S 51 DEG 48 MIN W.  DISTANCE BETWEEN REFERENCE MARKS IS
 HM0536'36.63 FEET.  AZIMUTH MARK IS STANDARD DISK WEDGED IN DRILL
 HM0536'HOLES IN OUTCROPPING BEDROCK, 0.3 MILE SSW OF STATION
 HM0536'S 58 DEG 58 MIN W.
 HM0536
 HM0536                          STATION RECOVERY (1937)
 HM0536
 HM0536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 HM0536'ALL MARKS RECOVERED IN GOOD CONDITION.  STATION IS ABOUT 7 MILES
 HM0536'SW OF MONTICELLO, UTAH, IN THE LA SAL NATIONAL FOREST.  THE
 HM0536'MARK IS SET ON THE HIGHEST POINT OF ABAJO PEAK IN THE BLUE
 HM0536'MOUNTAINS.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY BRONZE DISK
 HM0536'STAMPED ABAJO PEAK, 1934.  IT IS SET
 HM0536'IN A BURIED BOULDER AT THE SE EDGE OF A SHALE RIDGE ON THE
 HM0536'HIGHEST POINT OF THE MOUNTAIN.
 HM0536'
 HM0536'REFERENCE MARK NO. 1 IS NE OF THE STATION, ON THE TOP OF THE
 HM0536'RIDGE.
 HM0536'
 HM0536'REFERENCE MARK NO. 2 IS SW OF THE STATION.
 HM0536'
 HM0536'THE AZIMUTH MARK IS ABOUT 0.3 MILE SSW OF THE STATION.  IT IS
 HM0536'SET IN OUTCROPPING BEDROCK.  REFERENCE MARKS AND AZIMUTH ARE
 HM0536'STAMPED ABAJO 1936.
 HM0536'
 HM0536'TO REACH FROM MONTICELLO GO W ON GRADED ROAD FROM REDDS
 HM0536'MERCANTILE STORE FOR 9.25 MILES TO SUMMIT OF SADDLE AT THE
 HM0536'TOP OF A LONG STEEP GRADE.  THIS IS THE END OF TRUCK TRAVEL.
 HM0536'FROM HERE PACK ACROSS SMALL PICNIC GROUNDS AND PICK UP A WELL
 HM0536'MARKED FOREST SERVICE TRAIL AND FOLLOW IT FOR ABOUT 0.8 MILE
 HM0536'TO A LOG CORRAL IN SADDLE.  FROM HERE BEAR LEFT AND FOLLOW (S)
 HM0536'TRAIL ALONG THE W SLOPE OF RIDGE FOR ABOUT 1/2 MILE TO SADDLE
 HM0536'AT THE RUINS OF AN OLD LOG CABIN.  FROM HERE TURN SHARP LEFT
 HM0536'AND ANGLE UP GRASSY SLOPE IN A NORTHEASTERLY DIRECTION TO
 HM0536'SADDLE.  HERE TURN LEFT (N) AND PICK UP TRAIL ON THE E SLOPE
 HM0536'OF THE HILL.  FOLLOW THIS TRAIL ABOUT 1/2 MILE TO HIGHEST
 HM0536'POINT OF MOUNTAIN AND STATION.  IT IS ALSO POSSIBLE TO
 HM0536'REACH THE STATION FROM THE LOG CORRAL BY PACKING E UP STEEP
 HM0536'SLOPE ABOUT 1/4 MILE TO TOP OF RIDGE.  HERE TURN S AND
 HM0536'FOLLOW RIDGE TO STATION.  THIS IS A STEEP HARD PACK AND IS
 HM0536'NOT RECOMMENDED.
 HM0536
 HM0536                          STATION RECOVERY (1962)
 HM0536
 HM0536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (EJS)
 HM0536'THE ORIGINAL TRIANGULATION STATION WAS NOT RECOVERED.  A NEW
 HM0536'MARK HAD BEEN SET IN CONCRETE.  HOWEVER, THE NEW MARK DID
 HM0536'NOT CHECK IN DISTANCE WITH REFERENCE MARK NO. 2 BY APPROXIMATELY
 HM0536'2 FEET.  STATION CAN BE REACHED BY FOREST SERVICE ROAD.
 HM0536'
 HM0536'REFERENCE MARK NO. 1 WAS FOUND DESTROYED.  BRASS CAP IS NOW
 HM0536'IN POSSESSION OF MR. GEORGE A. WRIGHT, CHIEF, GEODETIC BRANCH,
 HM0536'WHITE SANDS MISSILE RANGE, N. MEX.
 HM0536'
 HM0536'REFERENCE MARK NO. 2 WAS FOUND IN GOOD CONDITION.
 HM0536
 HM0536                          STATION RECOVERY (1963)
 HM0536
 HM0536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HM0536'THE STATION, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED.
 HM0536'THE STATION MARK HAS APPARENTLY BEEN MOVED FROM ITS ORIGINAL
 HM0536'POSITION, AS IT IS NOW SET IN A DRILL HOLE IN A CONCRETE STEP
 HM0536'AT A METAL BUILDING INSTEAD OF IN A BURIED BOULDER AS PREVIOUSLY
 HM0536'DESCRIBED.  REFERENCE MARK 2 WAS FOUND IN A SMALL ROCK, LOOSE
 HM0536'IN THE GROUND.  REFERENCE MARK 1 HAS BEEN DESTROYED.  THE
 HM0536'AZIMUTH MARK WAS IN GOOD CONDITION.  REFERENCE MARK 3 WAS
 HM0536'ESTABLISHED.
 HM0536'
 HM0536'FROM DATA OBTAINED (SEE ABOVE) AND FROM CHECK ANGLES MEASURED
 HM0536'AT BEARS EARS (USGS) 1936 AND CEDAR MESA 1937 TO ABAJO PEAK
 HM0536'(USGS) 1936, THE STATION SHOULD HEREAFTER BE REFERRED TO AS
 HM0536'ABAJO PEAK 2 (USGS).  HOWEVER, THE NUMERAL 2 WAS NOT STAMPED
 HM0536'ON THE STATION MARK NOR REFERENCE MARK 3, DUE TO UNDETERMINED
 HM0536'MOVEMENT AT THE TIME OF OCCUPATION.
 HM0536
 HM0536                          STATION RECOVERY (1972)
 HM0536
 HM0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HM0536'THE STATION IS LOCATED ABOUT 7 MILES WEST-SOUTHWEST OF MONTICELLO
 HM0536'AND 15 MILES NORTH OF BLANDING, ON THE HIGHEST POINT OF AN AREA
 HM0536'KNOWN LOCALLY AS BLUE MOUNTAIN.
 HM0536'
 HM0536'TO REACH THE STATION FROM THE POST OFFICE IN MONTICELLO GO
 HM0536'WEST ON CENTER STREET FOR 0.2 MILE TO WHERE CENTER STREET
 HM0536'CHANGES TO ABAJO DRIVE.  FROM HERE, CONTINUE WEST ON ABAJO
 HM0536'DRIVE FOR 0.6 MILE TO INTERSECTION WITH ROAD FROM THE SOUTH.
 HM0536'TURN LEFT AS PER SIGN ABAJO PEAK DEAD END ROAD AND GO SOUTHERLY
 HM0536'FOR 6.6 MILES TO INTERSECTION WITH ROAD FROM THE RIGHT.
 HM0536'CONTINUE STRAIGHT AHEAD, UP GRADE FOR 6.2 MILES TO A LOW SADDLE
 HM0536'AND THE AZIMUTH MARK ON THE PEAK TO THE LEFT.  CONTINUE UP
 HM0536'GRADE FOR 0.4 MILE TO THE HIGHEST POINT, END OF TRUCK TRAVEL
 HM0536'AND SITE OF STATION.
 HM0536'
 HM0536'STATION MARK--A USGS DISK STAMPED--ABAJO PEAK 11357 VA 1934 1936
 HM0536'CEMENTED IN A DRILL HOLE IN A 4 FEET BY 5 FEET CONCRETE STEP
 HM0536'AT THE SOUTHWEST SIDE OF A SMALL METAL BUILDING OWNED BY THE
 HM0536'U.S. FOREST SERVICE.  IT IS 4.4 FEET SOUTHEAST OF THE SOUTHWEST
 HM0536'CORNER OF THE BUILDING AND 2.3 FEET SOUTHWEST OF THE SOUTHWEST
 HM0536'SIDE OF THE BUILDING.
 HM0536'
 HM0536'REFERENCE MARK NO. 2--A USC AND GS STANDARD DISK STAMPED--ABAJO
 HM0536'NO 2 1936 CEMENTED IN A DRILL HOLE IN THE EAST MOST CONCRETE
 HM0536'FOOTING OF A FOUR LEGGED MICROWAVE RELAY TOWER.  THE FOOTING
 HM0536'IS 18 INCHES IN DIAMETER AND PROJECTS 2.4 FEET ABOVE GROUND.
 HM0536'
 HM0536'REFERENCE MARK NO. 3--A USC AND GS STANDARD DISK STAMPED ABAJO
 HM0536'PEAK USGS NO 3 1963 CEMENTED IN A DRILL HOLE IN THE WEST MOST
 HM0536'FOOTING OF A FOUR LEGGED MICROWAVE RELAY TOWER.  THE FOOTING
 HM0536'IS 18 INCHES IN DIAMETER AND PROJECTS 2.4 FEET ABOVE GROUND.
 HM0536'
 HM0536'AZIMUTH MARK--A USC AND GS STANDARD DISK STAMPED--ABAJO 1936
 HM0536'CEMENTED IN A DRILL HOLE AT THE NORTH END OF OUTCROPPING
 HM0536'BEDROCK AT THE FIRST HIGH PEAK SOUTHWEST OF THE STATION.  IT
 HM0536'IS 3 FEET NORTH OF A 3-FOOT HIGH ROCK CAIRN.
 HM0536'
 HM0536'NOTE--ALL LINES OF SIGHT TO THE NORTH, NORTHEAST, NORTHWEST,
 HM0536'EAST, SOUTH AND SOUTHWEST ARE OBSTRUCTED BY BUILDINGS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0537 ***********************************************************************
 HM0537  DESIGNATION -  ABAJO PEAK 2
 HM0537  PID         -  HM0537
 HM0537  STATE/COUNTY-  UT/SAN JUAN
 HM0537  COUNTRY     -  US
 HM0537  USGS QUAD   -  ABAJO PEAK (2017)
 HM0537
 HM0537                         *CURRENT SURVEY CONTROL
 HM0537  ______________________________________________________________________
 HM0537* NAD 83(1994) POSITION- 37 50 22.31336(N) 109 27 44.77589(W)   ADJUSTED
 HM0537* NAVD 88 ORTHO HEIGHT -  3465.0   (meters)    11368.    (feet) VERTCON3
 HM0537  ______________________________________________________________________
 HM0537  GEOID HEIGHT    -        -18.494 (meters)                     GEOID18
 HM0537  LAPLACE CORR    -         -8.59  (seconds)                    DEFLEC18
 HM0537  HORZ ORDER      -  SECOND
 HM0537
 HM0537.The horizontal coordinates were established by classical geodetic methods
 HM0537.and adjusted by the National Geodetic Survey in November 1997.
 HM0537
 HM0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0537
 HM0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0537.GEOID18 height accuracy estimate available here.
 HM0537
 HM0537.Click photographs - Photos may exist for this station.
 HM0537
 HM0537.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0537
 HM0537. The following values were computed from the NAD 83(1994) position.
 HM0537
 HM0537;                    North         East     Units Scale Factor Converg.
 HM0537;SPC UT S     - 3,132,122.564   679,330.529   MT  0.99995176   +1 14 54.2
 HM0537;SPC UT S     -10,275,972.11  2,228,770.24   sFT  0.99995176   +1 14 54.2
 HM0537;UTM  12      - 4,189,124.705   635,291.539   MT  0.99982544   +0 56 36.1
 HM0537
 HM0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0537!SPC UT S     -   0.99945947  x   0.99995176  =   0.99941126
 HM0537!UTM  12      -   0.99945947  x   0.99982544  =   0.99928501
 HM0537
 HM0537:                Primary Azimuth Mark                     Grid Az
 HM0537:SPC UT S     -  ABAJO PEAK AZ MK                         237 37 43.5
 HM0537:UTM  12      -  ABAJO PEAK AZ MK                         237 56 01.6
 HM0537
 HM0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3529189124(NAD 83)
 HM0537
 HM0537|---------------------------------------------------------------------|
 HM0537| PID    Reference Object                     Distance      Geod. Az  |
 HM0537|                                                           dddmmss.s |
 HM0537| CM6830 ABAJO PEAK 2 RM 2 RESET               5.358 METERS 18434     |
 HM0537| CM6831 ABAJO PEAK 2 RM 3 RESET               6.273 METERS 21213     |
 HM0537| HM0540 ABAJO PEAK RM 2                       4.753 METERS 22125     |
 HM0537| CM6827 ABAJO PEAK AZ MK                                   2385237.7 |
 HM0537| CM6828 ABAJO PEAK 2 RM 3                     5.671 METERS 25615     |
 HM0537|---------------------------------------------------------------------|
 HM0537
 HM0537                          SUPERSEDED SURVEY CONTROL
 HM0537
 HM0537  NAD 83(1986)-  37 50 22.30574(N)    109 27 44.77888(W) AD(       ) 2
 HM0537  NAD 27      -  37 50 22.33184(N)    109 27 42.34540(W) AD(       ) 2
 HM0537  NGVD 29 (07/19/86) 3463.6    (m)        11363.     (f) VERT ANG       
 HM0537
 HM0537.Superseded values are not recommended for survey control.
 HM0537
 HM0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0537.See file dsdata.pdf to determine how the superseded data were derived.
 HM0537
 HM0537_MARKER: DB = BENCH MARK DISK
 HM0537_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HM0537_SP_SET: STEP
 HM0537_STAMPING: ABAJO PEAK 11357 VA 1934 1936
 HM0537_MARK LOGO: USGS
 HM0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0537
 HM0537  HISTORY     - Date     Condition        Report By
 HM0537  HISTORY     - 1934     MONUMENTED       USGS
 HM0537  HISTORY     - 1963     GOOD             CGS
 HM0537  HISTORY     - 1965     GOOD             LOCENG
 HM0537  HISTORY     - 1965     GOOD             USGS
 HM0537  HISTORY     - 1985     GOOD             USPSQD
 HM0537
 HM0537                          STATION DESCRIPTION
 HM0537
 HM0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HM0537'THE STATION IS LOCATED ABOUT 15 MILES NORTH OF BLANDING,
 HM0537'7 MILES WEST OF MONTICELLO ON THE HIGHEST POINT OF THE ABAJO
 HM0537'OR BLUE MOUNTAIN RANGE.
 HM0537'
 HM0537'TO REACH FROM THE POST OFFICE IN MONTICELLO, GO WEST ON CENTER
 HM0537'STREET FOR 0.3 MILE TO A FORK.  TAKE THE LEFT FORK, ABAJO DRIVE,
 HM0537'FOR 0.45 MILE TO A FORK JUST AFTER CROSSING A CATTLE GUARD.
 HM0537'TAKE THE LEFT FORK FOR 0.1 MILE TO A THREE-FORK JUNCTION AND
 HM0537'SIGN ABAJO PEAK 12.  TAKE THE EXTREME LEFT FORK, AS PER SIGN,
 HM0537'AND GO SOUTHERLY, THENCE UP A STEEP GRADE FOR 13.0 MILES TO THE
 HM0537'END OF THE ROAD AND THE STATION.  TO REACH THE AZIMUTH MARK
 HM0537'FROM THE STATION, PACK SOUTHWESTERLY DOWN A STEEP RIDGE TO
 HM0537'A SADDLE, THENCE UP THE NEXT RIDGE TO THE SUMMIT OF THE FIRST
 HM0537'PEAK SOUTHWEST OF THE STATION AND THE MARK.
 HM0537'
 HM0537'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 HM0537'ABAJO PEAK 11357 VA 1934 1936, CEMENTED IN A DRILL HOLE IN A FOUR
 HM0537'BY FIVE FOOT CONCRETE STEP AT THE SOUTHWEST SIDE OF A SMALL
 HM0537'METAL BUILDING ON THE HIGHEST POINT OF THE PEAK.  IT IS 4.4
 HM0537'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING AND 2.3
 HM0537'FEET SOUTHWEST OF THE SOUTHWEST SIDE OF THE BUILDING.
 HM0537'
 HM0537'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ABAJO NO 2 1936,
 HM0537'CEMENTED IN A DRILL HOLE IN A SMALL BOULDER FLUSH WITH THE GROUND
 HM0537'AND AT ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 20.3
 HM0537'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING.
 HM0537'
 HM0537'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ABAJO PEAK USGS
 HM0537'NO 3 1963, CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF
 HM0537'A GUY WIRE ANCHOR ON THE WEST SLOPE OF THE PEAK AND ABOUT 4 FEET
 HM0537'LOWER THAN THE STATION.  IT IS 20.0 FEET WEST OF THE SOUTHWEST
 HM0537'CORNER OF THE BUILDING.
 HM0537'
 HM0537'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ABAJO 1936,
 HM0537'CEMENTED IN A DRILL HOLE IN THE NORTH END OF AN OUTCROP OF
 HM0537'BEDROCK ON THE NORTHEAST EDGE OF THE FIRST HIGH PEAK SOUTHWEST
 HM0537'OF THE STATION.  IT IS 3.0 FEET NORTH OF A 3-FOOT CAIRN.
 HM0537'
 HM0537'NOTE--ALL STATIONS TO THE NORTHWEST, NORTH, NORTHEAST AND EAST
 HM0537'ARE NOW OBSTRUCTED BY THE BUILDING.
 HM0537
 HM0537                          STATION RECOVERY (1965)
 HM0537
 HM0537'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965 (FT)
 HM0537'REFERENCE MARK 2 AND 3 WERE RESET IN CONCRETE FOUNDATIONS
 HM0537'OF A TOWER BY THE UTAH POWER AND LIGHT COMPANY.  NO OTHER DATA
 HM0537'EXCEPT THE OBSERVATIONS LISTED BELOW WERE RECEIVED.
 HM0537'
 HM0537'DESCRIPTION PREPARED IN OFFICE FROM INFORMATION SUPPLIED BY
 HM0537'U.S.G.S.
 HM0537
 HM0537                          STATION RECOVERY (1965)
 HM0537
 HM0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 (JTL)
 HM0537'R.M.S 2 AND 3 RESET 1965 BY UTAH POWER AND LIGHT CO.  MARKS SET
 HM0537'IN CONCRETE FOUNDATIONS OF A TOWER.  TYPE OF MARK AND STAMPING
 HM0537'NOT AVAILABLE
 HM0537
 HM0537                          STATION RECOVERY (1985)
 HM0537
 HM0537'RECOVERY NOTE BY US POWER SQUADRON 1985 (EWP)
 HM0537'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0540 ***********************************************************************
 HM0540  DESIGNATION -  ABAJO PEAK RM 2
 HM0540  PID         -  HM0540
 HM0540  STATE/COUNTY-  UT/SAN JUAN
 HM0540  COUNTRY     -  US
 HM0540  USGS QUAD   -  ABAJO PEAK (2017)
 HM0540
 HM0540                         *CURRENT SURVEY CONTROL
 HM0540  ______________________________________________________________________
 HM0540* NAD 83(1994) POSITION- 37 50 22.19773(N) 109 27 44.90448(W)   ADJUSTED
 HM0540* NAVD 88 ORTHO HEIGHT -  3463.    (meters)    11362.    (feet) SCALED
 HM0540  ______________________________________________________________________
 HM0540  GEOID HEIGHT    -        -18.494 (meters)                     GEOID18
 HM0540  LAPLACE CORR    -         -8.59  (seconds)                    DEFLEC18
 HM0540  HORZ ORDER      -  SECOND
 HM0540
 HM0540.The horizontal coordinates were established by classical geodetic methods
 HM0540.and adjusted by the National Geodetic Survey in November 1997.
 HM0540
 HM0540.The orthometric height was scaled from a topographic map.
 HM0540
 HM0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0540.GEOID18 height accuracy estimate available here.
 HM0540
 HM0540.Click photographs - Photos may exist for this station.
 HM0540
 HM0540.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0540
 HM0540. The following values were computed from the NAD 83(1994) position.
 HM0540
 HM0540;                    North         East     Units Scale Factor Converg.
 HM0540;SPC UT S     - 3,132,118.931   679,327.464   MT  0.99995176   +1 14 54.1
 HM0540;SPC UT S     -10,275,960.19  2,228,760.19   sFT  0.99995176   +1 14 54.1
 HM0540;UTM  12      - 4,189,121.090   635,288.455   MT  0.99982543   +0 56 36.0
 HM0540
 HM0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0540!SPC UT S     -   0.99945973  x   0.99995176  =   0.99941151
 HM0540!UTM  12      -   0.99945973  x   0.99982543  =   0.99928525
 HM0540
 HM0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3528889121(NAD 83)
 HM0540
 HM0540                          SUPERSEDED SURVEY CONTROL
 HM0540
 HM0540  NAD 83(1986)-  37 50 22.19013(N)    109 27 44.90744(W) AD(       ) 2
 HM0540
 HM0540.Superseded values are not recommended for survey control.
 HM0540
 HM0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0540.See file dsdata.pdf to determine how the superseded data were derived.
 HM0540
 HM0540_MARKER: DR = REFERENCE MARK DISK
 HM0540_SETTING: 80 = SET IN A BOULDER
 HM0540_STAMPING: ABAJO PEAK NO 2 1936
 HM0540_MARK LOGO: CGS
 HM0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0540+STABILITY: SURFACE MOTION
 HM0540
 HM0540  HISTORY     - Date     Condition        Report By
 HM0540  HISTORY     - 1936     MONUMENTED       CGS
 HM0540
 HM0540                          STATION DESCRIPTION
 HM0540
 HM0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HM0540'THE MARK IS LOCATED ABOUT 18.2 MI (29.3 KM) WEST OF EASTLAND, 14.9 MI
 HM0540'(23.9 KM) NORTH OF BLANDING AND 6.9 MI (11.2 KM) WEST-SOUTHWEST OF
 HM0540'MONTICELLO.
 HM0540'
 HM0540'TO REACH FROM THE POST OFFICE IN MONTICELLO, GO WEST ON CENTER STREET
 HM0540'FOR 0.3 MILE TO A FORK.  TAKE THE LEFT FORK, ABAJO DRIVE, FOR 0.45
 HM0540'MILE TO A FORK JUST AFTER CROSSING A CATTLE GUARD.  TAKE THE LEFT FORK
 HM0540'FOR 0.1 MILE TO A THREE-FORK JUNCTION AND SIGN ABAJO PEAK 12.  TAKE
 HM0540'A STEEP GRADE FOR 13.0 MILES TO THE END OF THE ROAD AND THE MARK.
 HM0540'
 HM0540'IT IS CEMENTED IN A DRILL HOLE IN A SMALL BOULDER FLUSH WITH THE
 HM0540'GROUND AND AT ABOUT THE SAME ELEVATION AS STATION ABAJO PEAK.  IT IS
 HM0540'20.3 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0714 ***********************************************************************
 MS0714  HT_MOD      -  This is a Height Modernization Survey Station.
 MS0714  CBN         -  This is a Cooperative Base Network Control Station.
 MS0714  DESIGNATION -  ABRAMS
 MS0714  PID         -  MS0714
 MS0714  STATE/COUNTY-  UT/DAVIS
 MS0714  COUNTRY     -  US
 MS0714  USGS QUAD   -  CLEARFIELD (2017)
 MS0714
 MS0714                         *CURRENT SURVEY CONTROL
 MS0714  ______________________________________________________________________
 MS0714* NAD 83(2011) POSITION- 41 06 39.10085(N) 112 06 34.71532(W)   ADJUSTED
 MS0714* NAD 83(2011) ELLIP HT-  1274.298 (meters)        (06/27/12)   ADJUSTED
 MS0714* NAD 83(2011) EPOCH   -  2010.00
 MS0714* NAVD 88 ORTHO HEIGHT -  1291.36  (meters)     4236.7   (feet) GPS OBS
 MS0714  ______________________________________________________________________
 MS0714  GEOID HEIGHT    -        -17.054 (meters)                     GEOID18
 MS0714  NAD 83(2011) X  - -1,811,692.879 (meters)                     COMP
 MS0714  NAD 83(2011) Y  - -4,459,508.220 (meters)                     COMP
 MS0714  NAD 83(2011) Z  -  4,172,545.016 (meters)                     COMP
 MS0714  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 MS0714
 MS0714  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MS0714  Standards:
 MS0714         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MS0714            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MS0714  -------------------------------------------------------------------
 MS0714  NETWORK    0.29   0.61           0.13   0.10   0.31     -0.00174512
 MS0714  -------------------------------------------------------------------
 MS0714  Click here for local accuracies and other accuracy information.
 MS0714
 MS0714.The horizontal coordinates were established by GPS observations
 MS0714.and adjusted by the National Geodetic Survey in June 2012.
 MS0714
 MS0714.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MS0714.been affixed to the stable North American tectonic plate. See 
 MS0714.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MS0714
 MS0714.The horizontal coordinates are valid at the epoch date displayed above
 MS0714.which is a decimal equivalence of Year/Month/Day.
 MS0714
 MS0714.The orthometric height was determined by GPS observations and a
 MS0714.high-resolution geoid model using precise GPS observation and
 MS0714.processing techniques.
 MS0714
 MS0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0714.GEOID18 height accuracy estimate available here.
 MS0714
 MS0714.Click photographs - Photos may exist for this station.
 MS0714
 MS0714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MS0714
 MS0714.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0714
 MS0714.The ellipsoidal height was determined by GPS observations
 MS0714.and is referenced to NAD 83.
 MS0714
 MS0714. The following values were computed from the NAD 83(2011) position.
 MS0714
 MS0714;                    North         East     Units Scale Factor Converg.
 MS0714;SPC UT N     - 1,086,523.549   448,796.079   MT  0.99995981   -0 24 07.1
 MS0714;SPC UT N     - 3,564,702.68  1,472,425.14   sFT  0.99995981   -0 24 07.1
 MS0714;UTM  12      - 4,551,657.080   406,833.054   MT  0.99970683   -0 43 46.8
 MS0714
 MS0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0714!SPC UT N     -   0.99980016  x   0.99995981  =   0.99975997
 MS0714!UTM  12      -   0.99980016  x   0.99970683  =   0.99950704
 MS0714
 MS0714:                Primary Azimuth Mark                     Grid Az
 MS0714:SPC UT N     -  BOUNTIFUL PK                             123 51 56.8
 MS0714:UTM  12      -  BOUNTIFUL PK                             124 11 36.5
 MS0714
 MS0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0683351657(NAD 83)
 MS0714
 MS0714|---------------------------------------------------------------------|
 MS0714| PID    Reference Object                     Distance      Geod. Az  |
 MS0714|                                                           dddmmss.s |
 MS0714| CM4157 SALT LAKE NW BASE                                  0451738.9 |
 MS0714| CM4158 ABRAMS RM 1                          12.779 METERS 08801     |
 MS0714| LO0969 BOUNTIFUL PK                        APPROX.29.4 KM 1232749.7 |
 MS0714| MS0158 SALT LAKE NW BASE                   172.178 METERS 25144     |
 MS0714| CM4159 ABRAMS RM 2                          17.599 METERS 26853     |
 MS0714|---------------------------------------------------------------------|
 MS0714
 MS0714                          SUPERSEDED SURVEY CONTROL
 MS0714
 MS0714  NAD 83(2007)-  41 06 39.10056(N)    112 06 34.71587(W) AD(2002.00) 0
 MS0714  ELLIP H (02/10/07) 1274.310  (m)                       GP(2002.00)    
 MS0714  NAD 83(1994)-  41 06 39.10002(N)    112 06 34.71532(W) AD(       ) A
 MS0714  ELLIP H (06/28/00) 1274.329  (m)                       GP(       ) 4 1
 MS0714  NAD 83(1994)-  41 06 39.10012(N)    112 06 34.71554(W) AD(       ) 1
 MS0714  ELLIP H (11/04/97) 1274.164  (m)                       GP(       ) 4 1
 MS0714  NAD 83(1993)-  41 06 39.09936(N)    112 06 34.71577(W) AD(       ) 1
 MS0714  NAD 83(1986)-  41 06 39.08897(N)    112 06 34.70667(W) AD(       ) 1
 MS0714  NAD 27      -  41 06 39.30186(N)    112 06 31.89849(W) AD(       ) 1
 MS0714  NAVD 88 (01/04/12) 1291.4    (m)  GEOID09  model used  GPS OBS        
 MS0714  NAVD 88 (06/28/00) 1291.3    (m)  GEOID99  model used  GPS OBS        
 MS0714  NGVD 29            1290.47   (m)         4233.8    (f) LEVELING    3  
 MS0714
 MS0714.Superseded values are not recommended for survey control.
 MS0714
 MS0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0714.See file dsdata.pdf to determine how the superseded data were derived.
 MS0714
 MS0714_MARKER: DD = SURVEY DISK
 MS0714_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0714+WITH SETTING: INFORMATION.
 MS0714_STAMPING: ABRAMS 1972
 MS0714_MARK LOGO: USGS
 MS0714_PROJECTION: FLUSH
 MS0714_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MS0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0714+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2017
 MS0714
 MS0714  HISTORY     - Date     Condition        Report By
 MS0714  HISTORY     - 1972     MONUMENTED       USGS
 MS0714  HISTORY     - 1974     GOOD             USGS
 MS0714  HISTORY     - 19920719 GOOD             NOS
 MS0714  HISTORY     - 19990615 GOOD             BMI
 MS0714  HISTORY     - 20141205 GOOD             UT-057
 MS0714  HISTORY     - 20170508 GOOD             INDIV
 MS0714
 MS0714                          STATION DESCRIPTION
 MS0714
 MS0714'DESCRIBED BY US GEOLOGICAL SURVEY 1974 (JRS)
 MS0714'THE STATION IS LOCATED ABOUT 11.5 MILES SOUTHWEST OF OGDEN, 8.0 MILES
 MS0714'NORTHWEST OF LAYTON, 5.0 MILES WEST OF CLEARFIELD, IN THE SOUTHEAST
 MS0714'1/4 SECTION 6, T4N, R2W, AT THE EDGE OF A PASTURE THAT IS OWNED BY MR.
 MS0714'DALE ABRAMS, WHO LIVES 0.3 MILE EAST OF THE STATION.  PHONE NUMBER
 MS0714'825-0360.
 MS0714'
 MS0714'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 84 AND 108,
 MS0714'AT THE NORTH EDGE OF LAYTON, GO WEST ON STATE HIGHWAY 108 FOR 3.3
 MS0714'MILES TO THE JUNCTION WITH STATE HIGHWAY 127.  GO WEST ON STATE
 MS0714'HIGHWAY 127 FOR 2.6 MILES TO THE JUNCTION WITH STATE HIGHWAY 110.
 MS0714'TURN RIGHT AND GO NORTH ON STATE HIGHWAY 110 FOR 1.6 MILES TO A SIDE
 MS0714'ROAD LEFT. (200 SOUTH) CONTINUE 50.0 FEET NORTH ON STATE HIGHWAY 110
 MS0714'TO A SIDE ROAD RIGHT AND HOUSE. (TO REACH THE AZIMUTH MARK, CONTINUE
 MS0714'NORTH ON STATE HIGHWAY 110 FOR 0.5 MILE TO THE JUNCTION OF STATE
 MS0714'HIGHWAY 110 AND 300 NORTH.  TURN RIGHT AND GO EAST ON 300 NORTH FOR
 MS0714'0.5 MILE TO A SIDE ROAD RIGHT. (BLUFF ROAD) TURN RIGHT AND GO SOUTH
 MS0714'0.15 MILE TO THE MARK ON THE RIGHT.) TURN RIGHT AND GO EAST 0.15 MILE
 MS0714'TO A GATE ON THE RIGHT.  TURN RIGHT, THEN LEFT ALONG FENCE LINE FOR
 MS0714'50.0 FEET TO THE STATION.
 MS0714'
 MS0714'THE STATION MARK IS A U.S. GEOLOGICIAL SURVEY EARTHQUATE RESEARCH DISK
 MS0714'STAMPED ABRAMS 1972, CRIMPED TO THE TOP OF A 1-INCH DIAMETER IRON ROD,
 MS0714'THAT IS FLUSH WITH THE GROUND.  IT IS 25.5 FEET SOUTH OF THE CENTER OF
 MS0714'THE ROAD, 4.0 FEET EAST-SOUTHEAST OF A WITNESS POST, AND 1.5 FEET
 MS0714'SOUTH OF THE FENCE.
 MS0714'
 MS0714'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED ABRAMS USGS NO 1 1974,
 MS0714'SET IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 MS0714'THAT PROJECTS 2 INCHES.  IT IS 45.5 FEET EAST OF A WITNESS POST, 25.0
 MS0714'FEET SOUTH OF CENTER OF THE ROAD, 1.0 FOOT SOUTH OF A FENCE, AND ABOUT
 MS0714'THE SAME ELEVATION AS THE STATION.
 MS0714'
 MS0714'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED ABRAMS USGS NO 2 1974,
 MS0714'SET IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 MS0714'THAT PROJECTS 3 INCHES.  IT IS 54.0 FEET WEST OF A WITNESS POST, 25.0
 MS0714'FEET SOUTH OF CENTER OF THE ROAD, 1.0 FOOT SOUTH OF THE FENCE, AND
 MS0714'ABOUT THE SAME ELEVATION AS THE STATION.
 MS0714'
 MS0714'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SALT LAKE NW BASE 1938,
 MS0714'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 MS0714'INCHES.  IT IS 46.0 FEET WEST OF THE CENTER OF THE ROAD, 16.0 FEET
 MS0714'WEST-SOUTHWEST OF A WITNESS POST, 16.0 FEET WEST OF A FENCE, AND ABOUT
 MS0714'6.0 FEET LOWER THAN THE ROAD.
 MS0714
 MS0714                          STATION RECOVERY (1992)
 MS0714
 MS0714'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 MS0714'THE STATION IS LOCATED ABOUT 11.5 MI (18.51 KM) SOUTHWEST OF OGDEN,
 MS0714'8.0 MI (12.87 KM) NORTHWEST OF LAYTON, 5.0 MI (8.05 KM) WEST OF
 MS0714'CLEARFIELD AT THE NORTH EDGE OF A PASTURE OWNED BY MR DALE ABRAMS WHO
 MS0714'LIVES 0.3 MI (0.48 KM) EAST OF THE STATION.  HIS PHONE NUMBER IS
 MS0714'801-825-0360.
 MS0714'
 MS0714'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET (STATE HIGHWAY
 MS0714'126) AND ANTELOPE DR (STATE HIGHWAY 108) AT THE NORTH EDGE OF LAYTON,
 MS0714'GO WEST ON ANTELOPE DR FOR 3.3 MI (5.31 KM) TO THE JUNCTION WITH STATE
 MS0714'HIGHWAY 127.  CONTINUE WEST ON HIGHWAY 127 FOR 2.6 MI (4.18 KM) TO
 MS0714'JUNCTION WITH STATE HIGHWAY 110.  TURN RIGHT (NORTH) ON HIGHWAY 110
 MS0714'AND GO 1.5 MI (2.41 KM) TO GRAVEL ROAD ON THE RIGHT.  TURN RIGHT
 MS0714'(EAST) AND GO 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT NEAR AN
 MS0714'EAST-WEST FENCELINE.
 MS0714'
 MS0714'THE STATION IS LOCATED 25.5 FT (7.77 M) SOUTH OF THE CENTER OF THE
 MS0714'GRAVEL ROAD, 4.0 FT (1.22 M) EAST-SOUTHEAST OF A WITNESS POST AND 1.5
 MS0714'SOUTH OF AN EAST-WEST FENCELINE.  DISK IS A USGS EARTHQUAKE RESEARCH
 MS0714'DISK STAMPED ABRAMS 1972 CRIMPED TO THE TOP OF A ONE-INCH DIAMETER
 MS0714'IRON ROD.  DISK IS FLUSH WITH THE GROUND.
 MS0714
 MS0714                          STATION RECOVERY (1999)
 MS0714
 MS0714'RECOVERY NOTE BY BMI ASSOCIATES 1999 (DTM)
 MS0714'RECOVERED AS DESCRIBED.  NOTE-THE B IN THE STAMPING OF ABRAMS IS
 MS0714'REVERSED.
 MS0714
 MS0714                          STATION RECOVERY (2014)
 MS0714
 MS0714'RECOVERY NOTE BY WEBER COUNTY UTAH 2014 (DJM)
 MS0714'RECOVERED AS DESCRIBED. OBTAIN PERMISSION FROM THE WHITE HOUSE TO THE
 MS0714'EAST OF THE MARK AT THE END OF THE ROAD BEFORE OCCUPYING.
 MS0714
 MS0714                          STATION RECOVERY (2017)
 MS0714
 MS0714'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (JEC)
 MS0714'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 MS0714'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0390 ***********************************************************************
 JN0390  DESIGNATION -  ABRES
 JN0390  PID         -  JN0390
 JN0390  STATE/COUNTY-  UT/GRAND
 JN0390  COUNTRY     -  US
 JN0390  USGS QUAD   -  GREEN RIVER NE (2017)
 JN0390
 JN0390                         *CURRENT SURVEY CONTROL
 JN0390  ______________________________________________________________________
 JN0390* NAD 83(1994) POSITION- 38 56 31.87106(N) 110 05 06.23184(W)   ADJUSTED
 JN0390* NAVD 88 ORTHO HEIGHT -  1378.2   (meters)     4522.    (feet) VERTCON3
 JN0390  ______________________________________________________________________
 JN0390  GEOID HEIGHT    -        -20.349 (meters)                     GEOID18
 JN0390  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 JN0390  HORZ ORDER      -  SECOND
 JN0390
 JN0390.The horizontal coordinates were established by classical geodetic methods
 JN0390.and adjusted by the National Geodetic Survey in November 1997.
 JN0390
 JN0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0390
 JN0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0390.GEOID18 height accuracy estimate available here.
 JN0390
 JN0390.Click photographs - Photos may exist for this station.
 JN0390
 JN0390.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0390
 JN0390. The following values were computed from the NAD 83(1994) position.
 JN0390
 JN0390;                    North         East     Units Scale Factor Converg.
 JN0390;SPC UT C     - 2,068,566.278   622,667.708   MT  1.00001921   +0 54 23.0
 JN0390;SPC UT C     - 6,786,621.20  2,042,868.97   sFT  1.00001921   +0 54 23.0
 JN0390;UTM  12      - 4,310,758.914   579,291.026   MT  0.99967742   +0 34 30.4
 JN0390
 JN0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0390!SPC UT C     -   0.99978700  x   1.00001921  =   0.99980621
 JN0390!UTM  12      -   0.99978700  x   0.99967742  =   0.99946449
 JN0390
 JN0390:                Primary Azimuth Mark                     Grid Az
 JN0390:SPC UT C     -  GREEN RIVER UNION CARBIDE TANK           310 23 42.8
 JN0390:UTM  12      -  GREEN RIVER UNION CARBIDE TANK           310 43 35.4
 JN0390
 JN0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ7929110758(NAD 83)
 JN0390
 JN0390|---------------------------------------------------------------------|
 JN0390| PID    Reference Object                     Distance      Geod. Az  |
 JN0390|                                                           dddmmss.s |
 JN0390| JN0388 GREEN RIVER US ARMY MET TOWER       APPROX. 0.7 KM 0884412.9 |
 JN0390| CM6832 ABRES RM 1                            5.305 METERS 12233     |
 JN0390| JN0401 GREEN RIVER UNION CARBIDE TANK      APPROX. 6.2 KM 3111805.8 |
 JN0390| JN0386 GREEN RIV WHITE SAND M RNG MST      APPROX. 4.4 KM 3335250.5 |
 JN0390| CM6833 ABRES RM 2                            6.900 METERS 34812     |
 JN0390|---------------------------------------------------------------------|
 JN0390
 JN0390                          SUPERSEDED SURVEY CONTROL
 JN0390
 JN0390  NAD 83(1986)-  38 56 31.85909(N)    110 05 06.22623(W) AD(       ) 2
 JN0390  NAD 27      -  38 56 31.96030(N)    110 05 03.75925(W) AD(       ) 2
 JN0390  NGVD 29 (07/19/86) 1377.2    (m)         4518.     (f) VERT ANG       
 JN0390
 JN0390.Superseded values are not recommended for survey control.
 JN0390
 JN0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0390.See file dsdata.pdf to determine how the superseded data were derived.
 JN0390
 JN0390_MARKER: DD = SURVEY DISK
 JN0390_SETTING: 66 = SET IN ROCK OUTCROP
 JN0390_STAMPING: ABRES 1963
 JN0390_MARK LOGO: WSMR
 JN0390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0390+STABILITY: POSITION/ELEVATION WELL
 JN0390
 JN0390  HISTORY     - Date     Condition        Report By
 JN0390  HISTORY     - 1963     MONUMENTED       WSMR
 JN0390  HISTORY     - 1966     GOOD             DI
 JN0390
 JN0390                          STATION DESCRIPTION
 JN0390
 JN0390'DESCRIBED BY US DEPARTMENT OF INTERIOR 1966 (JC)
 JN0390'THE STATION IS ABOUT 5-1/2 MILES EAST SOUTHEAST OF GREEN RIVER,
 JN0390'ON THE WHITE SANDS MISSILE RANGE, LOCATED ON THE HIGHEST POINT
 JN0390'OF A SMALL ROCKEY HILL.
 JN0390'
 JN0390'TO REACH THE STATION FROM THE POST OFFICE IN GREEN RIVER, GO
 JN0390'NORTH FOR 0.1 MILE ON BROADWAY TO THE INTERSECTION OF U.S.
 JN0390'HIGHWAYS 6 AND 50, TURN RIGHT AND GO EAST ON U.S. HIGHWAYS 6
 JN0390'AND 50 FOR 4.75 MILES TO A RAILROAD UNDERPASS, CONTINUE AHEAD
 JN0390'FOR 0.25 MILE TO A GRAVELED ROAD ON THE RIGHT, TURN RIGHT AND GO
 JN0390'SOUTH FOR 1.1 MILE TO THE CREST OF THE RIDGE AND A DIM
 JN0390'CROSSROAD, CONTINUE AHEAD OVER THE RIDGE AND DOWNHILL FOR 0.4
 JN0390'MILE TO A PAVED CROSSROAD AND A GUARD HOUSE IN THE
 JN0390'SOUTHEAST ANGLE, TURN LEFT AND GO EASTERLY FOR 0.6 MILE TO A
 JN0390'ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTHERLY FOR 0.45 MILE
 JN0390'TO A SMALL WHITE BUILDING ON THE LEFT, CONTINUE SOUTH ON DIM
 JN0390'TRACK ROAD FOR 0.2 MILE TO THE TOP OF THE HILL AND THE
 JN0390'STATION.
 JN0390'
 JN0390'STATION MARK IS A STANDARD WHITE SANDS MISSILE RANGE MARK,
 JN0390'STAMPED ABRES 1963, CEMENTED IN A DRILL HOLE IN BEDROCK, FLUSH
 JN0390'WITH THE GROUND.  IT IS 8 FEET EAST OF THE WEST EDGE OF THE
 JN0390'HILL AND 4 FEET NORTH OF THE SOUTH EDGE.
 JN0390'
 JN0390'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ABRES (WSMR) NO 1
 JN0390'1963 1966, CEMENTED IN A DRILL HOLE IN BEDROCK, FLUSH WITH THE
 JN0390'GROUND.  IT IS 5 FEET NORTH OF THE SOUTH EDGE OF THE HILL AND
 JN0390'ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.
 JN0390'
 JN0390'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ABRES (WSMR)
 JN0390'NO 2 1963 1966, CEMENTED IN A DRILL HOLE IN BEDROCK, FLUSH WITH
 JN0390'THE GROUND.  IT IS 9 FEET EAST OF THE WEST EDGE OF THE HILL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0799 ***********************************************************************
 HN0799  DESIGNATION -  ADAIR
 HN0799  PID         -  HN0799
 HN0799  STATE/COUNTY-  UT/KANE
 HN0799  COUNTRY     -  US
 HN0799  USGS QUAD   -  LOWER COYOTE SPRING (2017)
 HN0799
 HN0799                         *CURRENT SURVEY CONTROL
 HN0799  ______________________________________________________________________
 HN0799* NAD 83(1994) POSITION- 37 08 11.78679(N) 111 51 49.47080(W)   ADJUSTED
 HN0799* NAVD 88 ORTHO HEIGHT -  1586.4   (meters)     5205.    (feet) VERTCON3
 HN0799  ______________________________________________________________________
 HN0799  GEOID HEIGHT    -        -22.689 (meters)                     GEOID18
 HN0799  LAPLACE CORR    -         -4.27  (seconds)                    DEFLEC18
 HN0799  HORZ ORDER      -  THIRD
 HN0799
 HN0799.The horizontal coordinates were established by classical geodetic methods
 HN0799.and adjusted by the National Geodetic Survey in November 1997.
 HN0799
 HN0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0799
 HN0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0799.GEOID18 height accuracy estimate available here.
 HN0799
 HN0799.Click photographs - Photos may exist for this station.
 HN0799
 HN0799.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0799
 HN0799. The following values were computed from the NAD 83(1994) position.
 HN0799
 HN0799;                    North         East     Units Scale Factor Converg.
 HN0799;SPC UT S     - 3,052,218.649   467,680.347   MT  1.00001469   -0 13 22.3
 HN0799;SPC UT S     -10,013,820.68  1,534,381.27   sFT  1.00001469   -0 13 22.3
 HN0799;UTM  12      - 4,110,375.966   423,284.554   MT  0.99967250   -0 31 17.3
 HN0799
 HN0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0799!SPC UT S     -   0.99975467  x   1.00001469  =   0.99976936
 HN0799!UTM  12      -   0.99975467  x   0.99967250  =   0.99942725
 HN0799
 HN0799:                Primary Azimuth Mark                     Grid Az
 HN0799:SPC UT S     -  T43 42S R1W R1E SECS 1 6 31 36           161 24 00.1
 HN0799:UTM  12      -  T43 42S R1W R1E SECS 1 6 31 36           161 41 55.1
 HN0799
 HN0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG2328410375(NAD 83)
 HN0799
 HN0799|---------------------------------------------------------------------|
 HN0799| PID    Reference Object                     Distance      Geod. Az  |
 HN0799|                                                           dddmmss.s |
 HN0799| HN0801 T43 42S R1W R1E SECS 1 6 31 36      APPROX. 3.4 KM 1611037.8 |
 HN0799|---------------------------------------------------------------------|
 HN0799
 HN0799                          SUPERSEDED SURVEY CONTROL
 HN0799
 HN0799  NAD 83(1992)-  37 08 11.78558(N)    111 51 49.47096(W) AD(       ) 3
 HN0799  NAD 83(1986)-  37 08 11.78248(N)    111 51 49.47032(W) AD(       ) 3
 HN0799  NAD 27      -  37 08 11.83525(N)    111 51 46.82900(W) AD(       ) 3
 HN0799  NGVD 29 (07/19/86) 1585.4    (m)         5201.     (f) VERT ANG       
 HN0799
 HN0799.Superseded values are not recommended for survey control.
 HN0799
 HN0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0799.See file dsdata.pdf to determine how the superseded data were derived.
 HN0799
 HN0799_MARKER: DD = SURVEY DISK
 HN0799_SETTING: 66 = SET IN ROCK OUTCROP
 HN0799_STAMPING: ADAIR 1954
 HN0799_MARK LOGO: USGS
 HN0799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0799+STABILITY: POSITION/ELEVATION WELL
 HN0799
 HN0799  HISTORY     - Date     Condition        Report By
 HN0799  HISTORY     - 1954     MONUMENTED       USGS
 HN0799
 HN0799                          STATION DESCRIPTION
 HN0799
 HN0799'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HN0799'LOCATED ABOUT 9.0 MI. SE. OF THE CONFLUENCE OF THE PARIA RIVER AND
 HN0799'COTTONWOOD CREEK, 3.5 MI. ENE. OF THE ABANDONED SETTLEMENT OF
 HN0799'ADAIRVILLE, ON THE S. END AND HIGH POINT OF THE MOST PROMINIENT MESA
 HN0799'IN THE VICINITY.
 HN0799'
 HN0799'STATION REACHED BY HELICOPTER.
 HN0799'
 HN0799'STATION MARK - STANDARD TABLET STAMPED ---ADAIR 1954--- CEMENTED IN
 HN0799'SOLID ROCK.
 HN0799'
 HN0799'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER CEMENTED IN SOLID ROCK,
 HN0799'7.03 FT. FROM STATION MARK, S 84 DEG 05 MIN E.
 HN0799'
 HN0799'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER CEMENTED IN SOLID ROCK,
 HN0799'13.28 FT. FROM STATION MARK, S 13 DEG 10 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0516 ***********************************************************************
 JO0516  DESIGNATION -  ADAMS
 JO0516  PID         -  JO0516
 JO0516  STATE/COUNTY-  UT/BEAVER
 JO0516  COUNTRY     -  US
 JO0516  USGS QUAD   -  MINERSVILLE RESERVOIR (2017)
 JO0516
 JO0516                         *CURRENT SURVEY CONTROL
 JO0516  ______________________________________________________________________
 JO0516* NAD 83(1994) POSITION- 38 14 40.91543(N) 112 51 04.81475(W)   ADJUSTED
 JO0516* NAVD 88 ORTHO HEIGHT -  2236.1   (meters)     7336.    (feet) VERTCON3
 JO0516  ______________________________________________________________________
 JO0516  GEOID HEIGHT    -        -20.566 (meters)                     GEOID18
 JO0516  LAPLACE CORR    -          1.84  (seconds)                    DEFLEC18
 JO0516  HORZ ORDER      -  FIRST
 JO0516
 JO0516.The horizontal coordinates were established by classical geodetic methods
 JO0516.and adjusted by the National Geodetic Survey in November 1997.
 JO0516
 JO0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0516
 JO0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0516.GEOID18 height accuracy estimate available here.
 JO0516
 JO0516.Click photographs - Photos may exist for this station.
 JO0516
 JO0516.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0516
 JO0516. The following values were computed from the NAD 83(1994) position.
 JO0516
 JO0516;                    North         East     Units Scale Factor Converg.
 JO0516;SPC UT S     - 3,175,994.316   381,710.244   MT  0.99998355   -0 49 40.6
 JO0516;SPC UT S     -10,419,908.02  1,252,327.69   sFT  0.99998355   -0 49 40.6
 JO0516;UTM  12      - 4,234,585.956   337,992.449   MT  0.99992325   -1 08 46.6
 JO0516
 JO0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0516!SPC UT S     -   0.99965247  x   0.99998355  =   0.99963603
 JO0516!UTM  12      -   0.99965247  x   0.99992325  =   0.99957575
 JO0516
 JO0516:                Primary Azimuth Mark                     Grid Az
 JO0516:SPC UT S     -  ADAMS AZ MK                              305 11 29.6
 JO0516:UTM  12      -  ADAMS AZ MK                              305 30 35.6
 JO0516
 JO0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH3799234585(NAD 83)
 JO0516
 JO0516|---------------------------------------------------------------------|
 JO0516| PID    Reference Object                     Distance      Geod. Az  |
 JO0516|                                                           dddmmss.s |
 JO0516| CM4164 ADAMS RM 1                           11.500 METERS 03833     |
 JO0516| CM4165 ADAMS RM 2                            2.768 METERS 09840     |
 JO0516| CM4163 ADAMS AZ MK                                        3042149.0 |
 JO0516|---------------------------------------------------------------------|
 JO0516
 JO0516                          SUPERSEDED SURVEY CONTROL
 JO0516
 JO0516  NAD 83(1986)-  38 14 40.91165(N)    112 51 04.81191(W) AD(       ) 1
 JO0516  NAD 27      -  38 14 41.02100(N)    112 51 01.99800(W) AD(       ) 1
 JO0516  NGVD 29 (07/19/86) 2235.0    (m)         7333.     (f) VERT ANG       
 JO0516
 JO0516.Superseded values are not recommended for survey control.
 JO0516
 JO0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0516.See file dsdata.pdf to determine how the superseded data were derived.
 JO0516
 JO0516_MARKER: DS = TRIANGULATION STATION DISK
 JO0516_SETTING: 80 = SET IN A BOULDER
 JO0516_STAMPING: ADAMS 1938
 JO0516_MARK LOGO: CGS
 JO0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0516+STABILITY: SURFACE MOTION
 JO0516
 JO0516  HISTORY     - Date     Condition        Report By
 JO0516  HISTORY     - 1938     MONUMENTED       CGS
 JO0516  HISTORY     - 1951     GOOD             USGS
 JO0516
 JO0516                          STATION DESCRIPTION
 JO0516
 JO0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JO0516'STATION IS LOCATED ABOUT 11-1/2 MILES W BY S OF BEAVER, ABOUT
 JO0516'3-1/2 MILES W OF ADAMSVILLE, ABOUT 5 MILES NE OF MINERSVILLE,
 JO0516'ON FIRST PROMINENT MOUNTAIN W OF ROCKY FORD RESERVOIR, AT
 JO0516'SOUTHERN END OF MINERAL MTS.
 JO0516'
 JO0516'SURFACE, REFERENCE, AND AZIMUTH (REFERENCE MARK NO. 3) MARKS
 JO0516'ARE STANDARD BRONZE DISKS IN BOULDERS.
 JO0516'
 JO0516'REACHED FROM BEAVER BY GOING W FROM NE CORNER OF CITY PARK ON
 JO0516'UTAH 21 18.0 MILES TO A SIDE ROAD R, WHICH IS 0.15 MILE E OF
 JO0516'ROAD TO MINERSVILLE.  TURN R ON WELL-TRAVELED DIRT ROAD AND
 JO0516'GO 0.15 MILE TO A FORK.  THENCE R FORK ON MAIN TRAVELED ROAD
 JO0516'NE ALONG TOP OF LOW RIDGE 1.1 MILES TO A FORK.  THENCE LEAVE
 JO0516'MAIN TRAVELED ROAD, TAKE R FORK AND FOLLOW TRACK ROAD 1.2 MILES
 JO0516'TO A FORK.  KEEP STRAIGHT AHEAD, R FORK, AND GO 1.15 MILES UP
 JO0516'SMALL VALLEY AND OVER LOW RIDGES TO FORK.  THENCE L FORK,
 JO0516'MAIN TRAVELED ROAD, 0.3 MILE TO A FORK.  THENCE R FORK SE
 JO0516'0.15 MILE TO A FORK.  THENCE L FORK, MAIN TRAVELED ROAD SE
 JO0516'AND E 0.2 MILE TO WHERE ROAD ENTERS A WASH.  THENCE LEAVE
 JO0516'MAIN TRAVELED ROAD AND MAKE SHARP TURN TO R AND FOLLOW A
 JO0516'DIM ROAD SOUTHERLY DOWN L EDGE OF WASH 0.25 MILE TO
 JO0516'JUNCTION WITH ANOTHER WASH.  THENCE TURN L AND FOLLOW A DIM
 JO0516'TRACK ROAD UP WASH NE 0.25 MILE.  THENCE CONTINUE ON ROAD
 JO0516'OUT OF WASH A SHORT WAY, THEN BACK INTO WASH AGAIN A
 JO0516'TOTAL DISTANCE OF 0.55 MILE TO FORK OF WASH AND END OF TRUCK
 JO0516'TRAVEL.  FROM HERE PACK TO R TO TOP OF RIDGE, THEN L, E,
 JO0516'SWINGING TO S, TO HIGHEST POINT AND STATION.
 JO0516'
 JO0516'AZIMUTH MARK IS ON TOP OF FIRST RIDGE S OF END OF TRUCK TRAVEL,
 JO0516'200 YARDS SE ON S SIDE OF RIDGE IN ROCK OUTCROPPING.
 JO0516
 JO0516                          STATION RECOVERY (1951)
 JO0516
 JO0516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 JO0516'RECOVERED IN GOOD CONDITION.
 JO0516'
 JO0516'STATION MARK--STANDARD BRONZE DISK IN BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0516 ***********************************************************************
 HO0516  DESIGNATION -  ADAMS NO 1
 HO0516  PID         -  HO0516
 HO0516  STATE/COUNTY-  UT/GARFIELD
 HO0516  COUNTRY     -  US
 HO0516  USGS QUAD   -  ADAMS HEAD (2017)
 HO0516
 HO0516                         *CURRENT SURVEY CONTROL
 HO0516  ______________________________________________________________________
 HO0516* NAD 83(1994) POSITION- 37 55 58.67368(N) 112 12 31.66319(W)   ADJUSTED
 HO0516* NAVD 88 ORTHO HEIGHT -  3179.2   (meters)    10430.    (feet) VERTCON3
 HO0516  ______________________________________________________________________
 HO0516  GEOID HEIGHT    -        -19.247 (meters)                     GEOID18
 HO0516  LAPLACE CORR    -          7.85  (seconds)                    DEFLEC18
 HO0516  HORZ ORDER      -  SECOND
 HO0516
 HO0516.The horizontal coordinates were established by classical geodetic methods
 HO0516.and adjusted by the National Geodetic Survey in November 1997.
 HO0516
 HO0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0516
 HO0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0516.GEOID18 height accuracy estimate available here.
 HO0516
 HO0516.Click photographs - Photos may exist for this station.
 HO0516
 HO0516.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0516
 HO0516. The following values were computed from the NAD 83(1994) position.
 HO0516
 HO0516;                    North         East     Units Scale Factor Converg.
 HO0516;SPC UT S     - 3,140,775.041   437,691.556   MT  0.99995466   -0 26 03.4
 HO0516;SPC UT S     -10,304,359.45  1,435,993.05   sFT  0.99995466   -0 26 03.4
 HO0516;UTM  12      - 4,199,066.293   393,772.521   MT  0.99973898   -0 44 35.4
 HO0516
 HO0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0516!SPC UT S     -   0.99950440  x   0.99995466  =   0.99945908
 HO0516!UTM  12      -   0.99950440  x   0.99973898  =   0.99924350
 HO0516
 HO0516:                Primary Azimuth Mark                     Grid Az
 HO0516:SPC UT S     -  MT DUTTON                                356 03 29.9
 HO0516:UTM  12      -  MT DUTTON                                356 22 01.9
 HO0516
 HO0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG9377299066(NAD 83)
 HO0516
 HO0516|---------------------------------------------------------------------|
 HO0516| PID    Reference Object                     Distance      Geod. Az  |
 HO0516|                                                           dddmmss.s |
 HO0516| CH2180 ADAMS NO 1 RM 2                       5.821 METERS 03102     |
 HO0516| CH2179 ADAMS NO 1 RM 1                       7.563 METERS 26520     |
 HO0516| JO0491 MT DUTTON                           APPROX. 9.8 KM 3553726.5 |
 HO0516|---------------------------------------------------------------------|
 HO0516
 HO0516                          SUPERSEDED SURVEY CONTROL
 HO0516
 HO0516  NAD 83(1986)-  37 55 58.67029(N)    112 12 31.66500(W) AD(       ) 2
 HO0516  NAD 27      -  37 55 58.74495(N)    112 12 28.94562(W) AD(       ) 2
 HO0516  NGVD 29 (07/19/86) 3177.7    (m)        10426.     (f) VERT ANG       
 HO0516
 HO0516.Superseded values are not recommended for survey control.
 HO0516
 HO0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0516.See file dsdata.pdf to determine how the superseded data were derived.
 HO0516
 HO0516_MARKER: DB = BENCH MARK DISK
 HO0516_SETTING: 66 = SET IN ROCK OUTCROP
 HO0516_STAMPING: ADAMS NO 1
 HO0516_MARK LOGO: USGS
 HO0516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0516+STABILITY: POSITION/ELEVATION WELL
 HO0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0516+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2019
 HO0516
 HO0516  HISTORY     - Date     Condition        Report By
 HO0516  HISTORY     - 1971     MONUMENTED       USGS
 HO0516  HISTORY     - 20190914 GOOD             INDIV
 HO0516
 HO0516                          STATION DESCRIPTION
 HO0516
 HO0516'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HO0516'RM 1 TO RM 2 NOT MEASURED
 HO0516'
 HO0516'LOCATED ABOUT 14.5 MI NNE. OF PANGUITCH, UTAH.  ON SUMMIT OF
 HO0516'ADAMS HEAD.
 HO0516'
 HO0516'TO REACH FROM PANGUITCH, GO S. ON U.S. HIGHWAY 89 FOR 7.1 MI TO
 HO0516'JCT. WITH UTAH STATE HIGHWAY 12.  TURN LEFT ON STATE HIGHWAY 12 FOR
 HO0516'13.9 MI TO THE JCT. WITH STATE HIGHWAY 22.  TURN LEFT ON STATE
 HO0516'HIGHWAY 22 AND FOLLOW MAIN-TRAVELED RD. 21.1 MI TO A T-RD. W.
 HO0516'TURN LEFT AND FOLLOW THE MAIN-TRAVELED RD. 2.4 MI TO A Y-RD.  TAKE
 HO0516'RIGHT FORK AND FOLLOW MAIN-TRAVELED RD. FOR 11.1 MI TO END
 HO0516'OF TRUCK TRAVEL AT SADDLE.  PACK S. ON AN OLD RIDGE TRAIL TO
 HO0516'HIGHEST POINT AND STATION.  ABOUT A 1 HOUR PACK.
 HO0516'
 HO0516'REACHED BY HELICOPTER IN 1971.
 HO0516'
 HO0516'STATION MARK--A STANDARD USGS BRASS TABLET STAMPED ADAMS NO. 1
 HO0516'CEMENTED IN DRILL HOLE IN SOLID ROCK FLUSH WITH GROUND.
 HO0516'
 HO0516'REFERENCE MARK NO. 1--A STANDARD USGS BRASS TABLET STAMPED ADAMS
 HO0516'NO. 1 CEMENTED IN DRILL HOLE IN SOLID ROCK, 0.8 FT BELOW STATION
 HO0516'MARK.
 HO0516'
 HO0516'REFERENCE MARK NO. 2--A STANDARD USGS BRASS TABLET STAMPED ADAMS
 HO0516'NO. 1 NO 2 1971 CEMENTED IN DRILL HOLE IN SOLID ROCK, 1.3 FT ABOVE
 HO0516'STATION MARK.
 HO0516
 HO0516                          STATION RECOVERY (2019)
 HO0516
 HO0516'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (TWG)
 HO0516'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0458 ***********************************************************************
 JN0458  DESIGNATION -  ADOBE
 JN0458  PID         -  JN0458
 JN0458  STATE/COUNTY-  UT/WAYNE
 JN0458  COUNTRY     -  US
 JN0458  USGS QUAD   -  BURR POINT (2017)
 JN0458
 JN0458                         *CURRENT SURVEY CONTROL
 JN0458  ______________________________________________________________________
 JN0458* NAD 83(1994) POSITION- 38 12 02.51616(N) 110 29 34.74920(W)   ADJUSTED
 JN0458* NAVD 88 ORTHO HEIGHT -  1699.8   (meters)     5577.    (feet) VERTCON3
 JN0458  ______________________________________________________________________
 JN0458  GEOID HEIGHT    -        -20.276 (meters)                     GEOID18
 JN0458  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 JN0458  HORZ ORDER      -  SECOND
 JN0458
 JN0458.The horizontal coordinates were established by classical geodetic methods
 JN0458.and adjusted by the National Geodetic Survey in November 1997.
 JN0458
 JN0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0458
 JN0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0458.GEOID18 height accuracy estimate available here.
 JN0458
 JN0458.Click photographs - Photos may exist for this station.
 JN0458
 JN0458.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0458
 JN0458. The following values were computed from the NAD 83(1994) position.
 JN0458
 JN0458;                    North         East     Units Scale Factor Converg.
 JN0458;SPC UT S     - 3,170,730.630   588,203.259   MT  0.99997767   +0 37 01.1
 JN0458;SPC UT S     -10,402,638.74  1,929,796.86   sFT  0.99997767   +0 37 01.1
 JN0458;UTM  12      - 4,228,204.835   544,393.032   MT  0.99962427   +0 18 48.8
 JN0458
 JN0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0458!SPC UT S     -   0.99973654  x   0.99997767  =   0.99971422
 JN0458!UTM  12      -   0.99973654  x   0.99962427  =   0.99936091
 JN0458
 JN0458:                Primary Azimuth Mark                     Grid Az
 JN0458:SPC UT S     -  ADOBE AZ MK                              274 20 39.1
 JN0458:UTM  12      -  ADOBE AZ MK                              274 38 51.4
 JN0458
 JN0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH4439328204(NAD 83)
 JN0458
 JN0458|---------------------------------------------------------------------|
 JN0458| PID    Reference Object                     Distance      Geod. Az  |
 JN0458|                                                           dddmmss.s |
 JN0458| CM6836 ADOBE RM 2                           16.109 METERS 13841     |
 JN0458| CM6835 ADOBE RM 1                           10.685 METERS 25048     |
 JN0458| CM6834 ADOBE AZ MK                                        2745740.2 |
 JN0458|---------------------------------------------------------------------|
 JN0458
 JN0458                          SUPERSEDED SURVEY CONTROL
 JN0458
 JN0458  NAD 83(1986)-  38 12 02.50879(N)    110 29 34.74738(W) AD(       ) 2
 JN0458  NAD 27      -  38 12 02.56150(N)    110 29 32.22731(W) AD(       ) 2
 JN0458  NGVD 29 (07/19/86) 1698.7    (m)         5573.     (f) VERT ANG       
 JN0458
 JN0458.Superseded values are not recommended for survey control.
 JN0458
 JN0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0458.See file dsdata.pdf to determine how the superseded data were derived.
 JN0458
 JN0458_MARKER: DB = BENCH MARK DISK
 JN0458_SETTING: 0 = UNSPECIFIED SETTING
 JN0458
 JN0458  HISTORY     - Date     Condition        Report By
 JN0458  HISTORY     - 1963     MONUMENTED       USGS
 JN0458
 JN0458                          STATION DESCRIPTION
 JN0458
 JN0458'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (LGB)
 JN0458'THE STATION IS ON THE EAST END OF A LARGE RIDGE ON BURR MESA,
 JN0458'ABOUT 28 MILES NORTH OF HITE, 17 MILES SOUTHEAST OF HANKSVILLE
 JN0458'AND 2 MILES SOUTHWEST OF THE DIRTY DEVIL RIVER.
 JN0458'
 JN0458'TO REACH FROM HITE BY HELICOPTER, FLY NORTH ON A TRUE COURSE
 JN0458'OF 354 DEGREES FOR ABOUT 28 MILES TO A LANDING AT THE STATION.
 JN0458'
 JN0458'THE STATION MARK, STAMPED ADOBE 1952, IS A U.S. GEOLOGICAL SURVEY
 JN0458'BENCH MARK DISK SET IN THE TOP OF A 2-INCH PIPE WHICH IS DRIVEN
 JN0458'INTO THE GROUND, SURROUNDED AT THE TOP BY A 4-INCH COLLAR OF
 JN0458'CONCRETE AND PROJECTING 4 INCHES.  IT IS 63-1/2 FEET SOUTH OF
 JN0458'THE NORTH EDGE OF THE RIDGE.
 JN0458'
 JN0458'REFERENCE MARK 1, STAMPED NO 1 1952, IS A U.S. GEOLOGICAL
 JN0458'SURVEY REFERENCE MARK DISK SET IN THE TOP OF A 2-INCH PIPE
 JN0458'WHICH IS DRIVEN INTO THE GROUND, SURROUNDED AT THE TOP BY A 4-INCH
 JN0458'COLLAR OF CONCRETE AND PROJECTING 5 INCHES.  IT IS 47 FEET
 JN0458'SOUTH OF THE CENTER OF A TRACK ROAD.
 JN0458'
 JN0458'REFERENCE MARK 2, STAMPED NO 2 1952, IS A U.S. GEOLOGICAL
 JN0458'SURVEY REFERENCE MARK DISK SET IN THE TOP OF A 2-INCH PIPE
 JN0458'WHICH IS DRIVEN INTO THE GROUND, SURROUNDED AT THE TOP BY A
 JN0458'4-INCH COLLAR OF CONCRETE AND PROJECTING 4 INCHES.  IT IS 14-1/2
 JN0458'FEET WEST OF THE CENTER OF THE TRACK ROAD.
 JN0458'
 JN0458'THE AZIMUTH MARK, STAMPED ADOBE 1963, IS A STANDARD DISK
 JN0458'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE WHICH IS SET IN
 JN0458'THE GROUND PROJECTING 3 INCHES.  IT IS 7 FEET SOUTHWEST OF THE
 JN0458'CENTER OF A TRACK ROAD.  THIS IS ABOUT A 20 MINUTE PACK WEST
 JN0458'FROM THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0276 ***********************************************************************
 KO0276  FBN         -  This is a Federal Base Network Control Station.
 KO0276  PACS        -  This is a Primary Airport Control Station.
 KO0276  DESIGNATION -  AERONICA
 KO0276  PID         -  KO0276
 KO0276  STATE/COUNTY-  UT/MILLARD
 KO0276  COUNTRY     -  US
 KO0276  USGS QUAD   -  DELTA NE (2017)
 KO0276
 KO0276                         *CURRENT SURVEY CONTROL
 KO0276  ______________________________________________________________________
 KO0276* NAD 83(2011) POSITION- 39 23 13.30407(N) 112 30 46.68501(W)   ADJUSTED
 KO0276* NAD 83(2011) ELLIP HT-  1432.176 (meters)        (06/27/12)   ADJUSTED
 KO0276* NAD 83(2011) EPOCH   -  2010.00
 KO0276* NAVD 88 ORTHO HEIGHT -  1451.408 (meters)     4761.83  (feet) ADJUSTED
 KO0276  ______________________________________________________________________
 KO0276  GEOID HEIGHT    -        -19.218 (meters)                     GEOID18
 KO0276  NAD 83(2011) X  - -1,890,448.106 (meters)                     COMP
 KO0276  NAD 83(2011) Y  - -4,561,025.337 (meters)                     COMP
 KO0276  NAD 83(2011) Z  -  4,026,526.356 (meters)                     COMP
 KO0276  LAPLACE CORR    -          8.40  (seconds)                    DEFLEC18
 KO0276  DYNAMIC HEIGHT  -       1450.070 (meters)     4757.44  (feet) COMP
 KO0276  MODELED GRAVITY -    979,654.2   (mgal)                       NAVD 88
 KO0276  OBS GRAVITY     -    979,654.1   (mgal)                       GRAV_OBS
 KO0276
 KO0276  VERT ORDER      -  FIRST     CLASS I
 KO0276
 KO0276  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KO0276  Standards:
 KO0276         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KO0276            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KO0276  -------------------------------------------------------------------
 KO0276  NETWORK    0.42   0.82           0.19   0.15   0.42     -0.14945513
 KO0276  -------------------------------------------------------------------
 KO0276  Click here for local accuracies and other accuracy information.
 KO0276
 KO0276.This mark is at Delta Municipal Airport (DTA)
 KO0276
 KO0276.The horizontal coordinates were established by GPS observations
 KO0276.and adjusted by the National Geodetic Survey in June 2012.
 KO0276
 KO0276.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KO0276.been affixed to the stable North American tectonic plate. See 
 KO0276.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KO0276
 KO0276.The horizontal coordinates are valid at the epoch date displayed above
 KO0276.which is a decimal equivalence of Year/Month/Day.
 KO0276
 KO0276.The orthometric height was determined by differential leveling and
 KO0276.adjusted by the NATIONAL GEODETIC SURVEY
 KO0276.in June 1991.
 KO0276
 KO0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0276.GEOID18 height accuracy estimate available here.
 KO0276
 KO0276.Click photographs - Photos may exist for this station.
 KO0276
 KO0276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KO0276
 KO0276.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0276
 KO0276.The ellipsoidal height was determined by GPS observations
 KO0276.and is referenced to NAD 83.
 KO0276
 KO0276.The dynamic height is computed by dividing the NAVD 88
 KO0276.geopotential number by the normal gravity value computed on the
 KO0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0276.degrees latitude (g = 980.6199 gals.).
 KO0276
 KO0276.The modeled gravity was interpolated from observed gravity values.
 KO0276
 KO0276.The observed gravity was obtained from relative gravimeter ties
 KO0276.to the IGSN71 gravity network.
 KO0276
 KO0276. The following values were computed from the NAD 83(2011) position.
 KO0276
 KO0276;                    North         East     Units Scale Factor Converg.
 KO0276;SPC UT C     - 2,117,474.418   412,738.319   MT  0.99992919   -0 38 56.0
 KO0276;SPC UT C     - 6,947,080.65  1,354,125.63   sFT  0.99992919   -0 38 56.0
 KO0276;UTM  12      - 4,360,818.810   369,703.182   MT  0.99980903   -0 57 36.7
 KO0276
 KO0276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0276!SPC UT C     -   0.99977536  x   0.99992919  =   0.99970456
 KO0276!UTM  12      -   0.99977536  x   0.99980903  =   0.99958443
 KO0276
 KO0276:                Primary Azimuth Mark                     Grid Az
 KO0276:SPC UT C     -  AERONICA AZ MK                           040 45 29.5
 KO0276:UTM  12      -  AERONICA AZ MK                           041 04 10.2
 KO0276
 KO0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ6970360818(NAD 83)
 KO0276
 KO0276|---------------------------------------------------------------------|
 KO0276| PID    Reference Object                     Distance      Geod. Az  |
 KO0276|                                                           dddmmss.s |
 KO0276| KO0093 AERONICA AZ MK                                     0400633.5 |
 KO0276| CM4168 AERONICA RM 1                        23.946 METERS 20316     |
 KO0276| KO0424 RNG DELTA RADIO DTA                 APPROX. 6.3 KM 2073818.6 |
 KO0276| KO0275 AERONICA RM 3                        24.545 METERS 21142     |
 KO0276| KO0423 DELTA WATER TANK                    APPROX. 6.3 KM 2413500.3 |
 KO0276| KO0277 AERONICA RM 2                        19.595 METERS 30315     |
 KO0276| KO0422 DELTA MUN AIRPORT BEACON             19.288 METERS 30854     |
 KO0276|---------------------------------------------------------------------|
 KO0276
 KO0276                          SUPERSEDED SURVEY CONTROL
 KO0276
 KO0276  NAD 83(2007)-  39 23 13.30372(N)    112 30 46.68508(W) AD(2002.00) 0
 KO0276  ELLIP H (02/10/07) 1432.187  (m)                       GP(2002.00)    
 KO0276  ELLIP H (06/28/00) 1432.208  (m)                       GP(       ) 4 1
 KO0276  NAD 83(1994)-  39 23 13.30301(N)    112 30 46.68323(W) AD(       ) B
 KO0276  ELLIP H (04/21/95) 1432.265  (m)                       GP(       ) 4 1
 KO0276  NAD 83(1986)-  39 23 13.29338(N)    112 30 46.67603(W) AD(       ) 1
 KO0276  NAD 27      -  39 23 13.45272(N)    112 30 43.87148(W) AD(       ) 1
 KO0276  NAVD 88            1451.41   (m)         4761.8    (f) LEVELING    3  
 KO0276  NGVD 29 (??/??/92) 1450.29   (m)         4758.2    (f) COMPUTED    1 1
 KO0276  NGVD 29 (07/19/86) 1448.6    (m)         4753.     (f) VERT ANG       
 KO0276
 KO0276.Superseded values are not recommended for survey control.
 KO0276
 KO0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0276.See file dsdata.pdf to determine how the superseded data were derived.
 KO0276
 KO0276_MARKER: DS = TRIANGULATION STATION DISK
 KO0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0276_STAMPING: AERONICA 1947
 KO0276_MARK LOGO: CGS
 KO0276_PROJECTION: PROJECTING 2 CENTIMETERS
 KO0276_MAGNETIC: N = NO MAGNETIC MATERIAL
 KO0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0276+STABILITY: SURFACE MOTION
 KO0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0276+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2012
 KO0276
 KO0276  HISTORY     - Date     Condition        Report By
 KO0276  HISTORY     - 1947     MONUMENTED       CGS
 KO0276  HISTORY     - 1953     GOOD             CGS
 KO0276  HISTORY     - 1961     GOOD             USGS
 KO0276  HISTORY     - 1965     GOOD             CGS
 KO0276  HISTORY     - 1970     GOOD             NGS
 KO0276  HISTORY     - 1970     GOOD             NGS
 KO0276  HISTORY     - 1981     GOOD             DMA
 KO0276  HISTORY     - 19931123 GOOD             NGS
 KO0276  HISTORY     - 19990204 GOOD             NGS
 KO0276  HISTORY     - 20031217 GOOD             NGS
 KO0276  HISTORY     - 20091201 GOOD             STANTI
 KO0276  HISTORY     - 20120129 GOOD             GEOCAC
 KO0276
 KO0276                          STATION DESCRIPTION
 KO0276
 KO0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KO0276'THE STATION IS LOCATED ABOUT 4.0 MILES NORTHEAST OF DELTA
 KO0276'AT THE DELTA MUNICIPAL AIRPORT.  THE STATION MARK IS A BRONZE
 KO0276'DISK, PROJECTS 4 INCHES, SET 150 FEET NORTH OF THE NORTHWEST
 KO0276'CORNER OF THE HANGAR, 64 FEET EAST-SOUTHEAST OF BEACON AND
 KO0276'36 FEET NORTH OF THE CENTER LINE OF AN OILED ROAD.  IT IS
 KO0276'STAMPED, AERONICA 1947.
 KO0276'
 KO0276'REFERENCE MARK NO. 1 IS A BRONZE DISK, PROJECTS 6 INCHES,
 KO0276'SET AT THE SAME ELEVATION AS THE STATION MARK, 38 FEET SOUTH
 KO0276'OF THE CENTERLINE OF AN OILED ROAD.  IT IS STAMPED, AERONICA
 KO0276'NO 1 1947.
 KO0276'
 KO0276'REFERENCE MARK NO. 2 IS A BRONZE DISK, SET IN A BLOCK OF
 KO0276'CONCRETE THAT SUPPORTS THE LADDER OF THE BEACON.  IT IS THE
 KO0276'SAME ELEVATION AS THE STATION MARK AND IS STAMPED, AERONICA
 KO0276'NO 2 1947.
 KO0276'
 KO0276'THE AZIMUTH MARK IS A BRONZE DISK SET FLUSH, 50 FEET EAST OF
 KO0276'THE CENTER LINE OF U.S. HIGHWAY 6, 30 INCHES NORTHWEST OF A
 KO0276'WHITE WITNESS POST.  IT IS 2.3 MILES NORTHEAST OF THE ENTRANCE
 KO0276'TO THE AIRPORT.  IT IS STAMPED, AERONICA 1947.
 KO0276'
 KO0276'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 KO0276'STATE HIGHWAY 135 IN DELTA, GO NORTHEAST ON U.S. HIGHWAY 6,
 KO0276'3.7 MILES TO ENTRANCE TO AIRPORT ON RIGHT.  TURN RIGHT, GO
 KO0276'0.15 MILE TO STATION ON LEFT.  A DRIVE STATION.
 KO0276
 KO0276                          STATION RECOVERY (1953)
 KO0276
 KO0276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCS)
 KO0276'RECOVERED STATION AND R.M. 2 IN GOOD CONDITION.  R.M. 1 COULD
 KO0276'NOT BE FOUND--PROBABLY COVERED BY ASPHALT PAVING.  NO SEARCH
 KO0276'MADE FOR THE AZIMUTH MARK.  DESCRIPTION IS CORRECT AND ADEQUATE
 KO0276'FOR RECOVERY.
 KO0276
 KO0276                          STATION RECOVERY (1961)
 KO0276
 KO0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KO0276'RECOVERED IN GOOD CONDITION.
 KO0276'
 KO0276'STATION MARK--BRONZE DISK, STAMPED ---AERONICA 1947---.
 KO0276
 KO0276                          STATION RECOVERY (1965)
 KO0276
 KO0276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 KO0276'STATION MARK, REFERENCE MARK 2 AND AZIMUTH MARK WERE RECOVERED
 KO0276'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 1 WAS NOT
 KO0276'RECOVERED AND BELIEVED TO HAVE BEEN DESTROYED, REFERENCE MARK
 KO0276'3 WAS ESTABLISHED.
 KO0276'
 KO0276'A NEW DESCRIPTION FOLLOW--
 KO0276'
 KO0276'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF DELTA AND ABOUT
 KO0276'1/10 MILE EAST OF U.S. HIGHWAY 50 AT THE DELTA AIRPORT.
 KO0276'
 KO0276'TO REACH FROM THE POST OFFICE IN DELTA, GO NORTH FOR 0.05 MILE TO
 KO0276'MAIN STREET AND U.S. HIGHWAY 50, TURN RIGHT AND GO NORTHEAST
 KO0276'ON U.S. HIGHWAY 50 FOR 4.3 MILES TO SIDE ROAD RIGHT LEADING
 KO0276'TO AIRPORT, TURN RIGHT AND GO EAST FOR 0.1 MILE TO AIR BEACON
 KO0276'AND STATION ON RIGHT.
 KO0276'
 KO0276'TO REACH THE AZIMUTH MARK FROM THE AIRPORT ENTRANCE, GO
 KO0276'NORTHEAST ON U.S. HIGHWAY 50 FOR 2.2 MILES TO MARK ON RIGHT.
 KO0276'
 KO0276'STATION MARK, A STANDARD DISK STAMPED AERONICA 1947, SET
 KO0276'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 KO0276'THE MARK IS 63.27 FEET SOUTHEAST OF CENTER OF AIR BEACON, 38 FEET
 KO0276'NORTHEAST OF CENTER OF ROAD AND 5.6 FEET SOUTH OF WITNESS POST.
 KO0276'
 KO0276'REFERENCE MARK 2, A STANDARD DISK STAMPED AERONICA NO 2 1947,
 KO0276'IS SET IN A DRILL HOLE IN A CONCRETE BLOCK THAT SUPPORTS THE
 KO0276'LADDER OF THE AIRWAY BEACON.  THE MARK IS 59.3 FEET NORTHWEST
 KO0276'OF WITNESS POST.
 KO0276'
 KO0276'REFERENCE MARK 3, A STANDARD DISK STAMPED AERONICA NO 3 1947,
 KO0276'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 KO0276'2 INCHES.  THE MARK IS 83.3 SOUTHWEST OF WITNESS POST, 9 FEET
 KO0276'EAST OF A POWER POLE AND 1 FOOT NORTH OF A FENCE CORNER.
 KO0276'
 KO0276'AZIMUTH MARK, A STANDARD DISK STAMPED AERONICA 1947, IS SET
 KO0276'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH.  THE
 KO0276'MARK IS 51 FEET SOUTHEAST OF CENTER LINE OF U.S. HIGHWAY 50
 KO0276'AND 2.2 FEET SOUTHEAST OF WITNESS POST.
 KO0276'
 KO0276'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 KO0276'NORTHEAST OF DELTA
 KO0276
 KO0276                          STATION RECOVERY (1970)
 KO0276
 KO0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CS)
 KO0276'THE STATION AND R.M. 2 AND 3 WERE RECOVERED IN GOOD CONDITION
 KO0276'AND ALL LEVELED OVER.
 KO0276'
 KO0276'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND 6 AND 3RD
 KO0276'EAST STREET AT DELTA, GO 3.8 MILES NORTHEAST ALONG U.S. HIGHWAY
 KO0276'50 AND 6 TO THE DELTA MUNICIPAL AIRPORT.
 KO0276'
 KO0276'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 KO0276'AERONICA 1947.  AT THE DELTA MUNICIPAL AIRPORT, 58.3 FEET
 KO0276'SOUTHEAST OF THE EAST LEF OF THE BEACON LIGHT TOWER, 39 FEET
 KO0276'NORTHEAST OF THE CENTER LINE OF THE AIRPORT ENTRANCE ROAD, 154.5
 KO0276'FEET NORTH OF THE NORTH CORNER OF A LARGE METAL HANGAR, 5.8 FEET
 KO0276'SOUTHEAST OF A WITNESS POST, IN THE TOP OF A CONCRETE POST.
 KO0276'
 KO0276'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED AERONICA NO
 KO0276'2 1947.  64.28 FEET WEST-SOUTHWEST OF THE STATION, IN THE TOP OF
 KO0276'THE CONCRETE FOUNDATION OF THE BEACON TOWER.
 KO0276'
 KO0276'R.M. 3 IS A C AND GS REFERENCE MARK DISK, STAMPED AERONICA
 KO0276'NO 3 1947.  80.53 FEET SOUTH-SOUTHWEST OF THE STATION, 92.0 FEET
 KO0276'NORTH-NORTHWEST OF THE NORTH CORNER OF THE HANGAR, AND SET IN THE
 KO0276'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 KO0276'
 KO0276'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.8 MILES
 KO0276'NORTHEAST OF DELTA
 KO0276
 KO0276                          STATION RECOVERY (1970)
 KO0276
 KO0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KO0276'3.8 MI NE FROM DELTA.
 KO0276'3.8 MILES NORTHEAST ALONG U.S. HIGHWAY 50 AND 6 FROM THE JUNCTION OF
 KO0276'3RD EAST STREET AT DELTA, AT DELTA MUNICIPAL AIRPORT, 0.15 MILE
 KO0276'SOUTHEAST ALONG THE MAIN ASPHALT ENTRANCE ROAD FROM BENCH MARK H 332,
 KO0276'39 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 64.28 FEET
 KO0276'EAST-SOUTHEAST OF R.M. 2, 58.3 FEET SOUTHEAST OF THE EAST STEEL LEG OF
 KO0276'THE BEACON LIGHT TOWER, 80.53 FEET NORTH-NORTHEAST OF R.M. 3, 154.5
 KO0276'FEET NORTH OF THE NORTH CORNER OF A LARGE METAL HANGAR, 5.8 FEET
 KO0276'SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 KO0276'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. SECTION
 KO0276'34, T 16S, R 6W.
 KO0276
 KO0276                          STATION RECOVERY (1981)
 KO0276
 KO0276'RECOVERY NOTE BY DEFENSE MAP AGENCY 1981 (FG)
 KO0276'AERONICA 1947 RECOVERED GOOD.
 KO0276'
 KO0276'AERONICA NO 2 1947 RECOVERED GOOD.
 KO0276'
 KO0276'AERONICA AZ MK 1947 RECOVERED GOOD.
 KO0276'
 KO0276'STATION MARK, RM 2 AND AZIMUTH MARK WERE RECOVERED AND FOUND TO BE
 KO0276'IN GOOD CONDITION.  REFERENCE MARK 3 WAS NOT SEARCHED FOR.
 KO0276'
 KO0276'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.7 MILES NORTHEAST OF
 KO0276'DELTA.
 KO0276
 KO0276                          STATION RECOVERY (1993)
 KO0276
 KO0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 KO0276'STATION IS LOCATED ABOUT 7 KM (4.35 MI) NORTHEAST OF DELTA, AT THE
 KO0276'DELTA MUNICIPAL AIRPORT, ALONG THE ENTRANCE ROAD BETWEEN THE HIGHWAY
 KO0276'AND OLD FAA BUILDING, JUST EAST OF THE BEACON TOWER, IN NORTH CENTRAL
 KO0276'SECTION 34, T 16 S, R 6 W.  OWNERSHIP--CITY OF DELTA, CITY HALL, 309
 KO0276'WEST MAIN, DELTA, UT 84624.  AIRPORT MANAGER IS ALAN BURRASTON, PHONE
 KO0276'801-864-3591 OR 3051. TO REACH FROM THE JUNCTION OF US HIGHWAYS 6 AND
 KO0276'50 ON THE EAST SIDE OF DELTA, GO NORTHEAST ON HIGHWAY 6 FOR 5.86 KM
 KO0276'(3.65 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, SOUTHEAST, ON ENTRANCE
 KO0276'ROAD FOR 0.21 KM (0.15 MI) TO THE STATION ON THE LEFT. STATION MARK IS
 KO0276'SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST PROJECTING 2 CM ABOVE
 KO0276'GROUND.  IT IS 11.0 M (36.1 FT) NORTHEAST OF THE ROAD CENTER, 17.8 M
 KO0276'(58.4 FT) SOUTHEAST OF THE EAST LEG OF THE BEACON TOWER, 10.8 M (35.4
 KO0276'FT) EAST-NORTHEAST OF TELEPHONE PEDESTAL 4303 E, 5.1 M (16.7 FT)
 KO0276'SOUTHEAST OF THE EAST CORNER OF A 2.5 M (8.2 FT) BY 5.0 M (16.4 FT)
 KO0276'FIBERGLASS BUILDING, 0.6 M (2.0 FT) NORTHWEST OF A FIBERGLASS WITNESS
 KO0276'POST, 1.8 M (5.9 FT) SOUTH-SOUTHEAST OF A METAL WITNESS POST, 3.3 M
 KO0276'(10.8 FT) SOUTHWEST OF THE WEST CORNER OF A CONCRETE DUCT COVER, AND
 KO0276'3.6 M (11.8 FT) SOUTHEAST OF A LARGE WOODEN UTILITY POLE WITH
 KO0276'ANTENNAS.
 KO0276
 KO0276                          STATION RECOVERY (1999)
 KO0276
 KO0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 KO0276'RECOVERED AS DESCRIBED.
 KO0276
 KO0276                          STATION RECOVERY (2003)
 KO0276
 KO0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 KO0276'RECOVERED IN GOOD CONDITION.
 KO0276
 KO0276                          STATION RECOVERY (2009)
 KO0276
 KO0276'RECOVERY NOTE BY STANTEC CONSULTING INC. 2009 (TMW)
 KO0276'THE STATION IS LOCATED ABOUT 270 KM (167.8 MI) NORTH NORTHEASTERLY
 KO0276'FROM THE  ST.GEORGE MUNICIPAL AIRPORT, 160 KM (99.4 MI) SOUTH
 KO0276'SOUTHWESTERLY FROM THE  SALT LAKE INTERNATIONAL AIRPORT, 6.4 KM (4.0
 KO0276'MI) NORTHEAST OF DELTA, AT THE DELTA MUNICIPAL AIRPORT.
 KO0276'
 KO0276'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 50 AND HIGHWAY 6
 KO0276'ON THE EAST SIDE OF DELTA, GO NORTHEAST ON HIGHWAY 6 FOR 5.86 KM (3.6
 KO0276'MI) TO PAVED ROAD ON RIGHT, TURN RIGHT, GO SOUTHEAST ON AIRPORT ACCESS
 KO0276'ROAD FOR 0.21 KM (0.1 MI) TO THE STATION ON THE LEFT.
 KO0276'
 KO0276'THE STATION IS A DISK SET IN THE TOP OF A 30 CM (12 INCHES) SQUARE
 KO0276'CONCRETE POST PROJECTING 2 CM (1 INCHES) ABOVE GROUND.  IT IS 18.3 M
 KO0276'(60.0 FT) SOUTHEAST OF THE AIRPORT BEACON TOWER, 11 M (36.1 FT)
 KO0276'NORTHEAST OF THE AIRPORT ACCESS ROAD CENTERLINE, 3 M (9.8 FT)
 KO0276'SOUTHEAST OF A UTILITY POLE WITH ANTENNAS, AND 1.7 M (5.6 FT) SOUTH OF
 KO0276'METAL WITNESS POST.
 KO0276'STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
 KO0276
 KO0276                          STATION RECOVERY (2012)
 KO0276
 KO0276'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 KO0276'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0093 ***********************************************************************
 KO0093  DESIGNATION -  AERONICA AZ MK
 KO0093  PID         -  KO0093
 KO0093  STATE/COUNTY-  UT/MILLARD
 KO0093  COUNTRY     -  US
 KO0093  USGS QUAD   -  DELTA NE (2017)
 KO0093
 KO0093                         *CURRENT SURVEY CONTROL
 KO0093  ______________________________________________________________________
 KO0093* NAD 83(1986) POSITION- 39 23 15.     (N) 112 30 45.     (W)   SCALED
 KO0093* NAVD 88 ORTHO HEIGHT -  1451.217 (meters)     4761.20  (feet) ADJUSTED
 KO0093  ______________________________________________________________________
 KO0093  GEOID HEIGHT    -        -19.216 (meters)                     GEOID18
 KO0093  DYNAMIC HEIGHT  -       1449.886 (meters)     4756.83  (feet) COMP
 KO0093  MODELED GRAVITY -    979,659.0   (mgal)                       NAVD 88
 KO0093
 KO0093  VERT ORDER      -  FIRST     CLASS I
 KO0093
 KO0093.The horizontal coordinates were scaled from a map and have
 KO0093.an estimated accuracy of +/- 6 seconds.
 KO0093
 KO0093.The orthometric height was determined by differential leveling and
 KO0093.adjusted by the NATIONAL GEODETIC SURVEY
 KO0093.in June 1991.
 KO0093
 KO0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0093.GEOID18 height accuracy estimate available here.
 KO0093
 KO0093.Click photographs - Photos may exist for this station.
 KO0093
 KO0093.The dynamic height is computed by dividing the NAVD 88
 KO0093.geopotential number by the normal gravity value computed on the
 KO0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0093.degrees latitude (g = 980.6199 gals.).
 KO0093
 KO0093.The modeled gravity was interpolated from observed gravity values.
 KO0093
 KO0093;                    North         East    Units  Estimated Accuracy
 KO0093;SPC UT C     - 2,117,530.      412,780.      MT  (+/- 180 meters Scaled)
 KO0093
 KO0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ697608(NAD 83)
 KO0093
 KO0093                          SUPERSEDED SURVEY CONTROL
 KO0093
 KO0093  NGVD 29 (??/??/92) 1450.08   (m)         4757.5    (f) COMPUTED    1 1
 KO0093
 KO0093.Superseded values are not recommended for survey control.
 KO0093
 KO0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0093.See file dsdata.pdf to determine how the superseded data were derived.
 KO0093
 KO0093_MARKER: DZ = AZIMUTH MARK DISK
 KO0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0093_STAMPING: AERONICA 1947
 KO0093_MARK LOGO: CGS
 KO0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0093+STABILITY: SURFACE MOTION
 KO0093
 KO0093  HISTORY     - Date     Condition        Report By
 KO0093  HISTORY     - 1947     MONUMENTED       CGS
 KO0093  HISTORY     - 1970     GOOD             NGS
 KO0093
 KO0093                          STATION DESCRIPTION
 KO0093
 KO0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0093'6.05 MI NE FROM DELTA.
 KO0093'6.05 MILES NORTHEAST ALONG U.S. HIGHWAY 50 AND 6 FROM THE JUNCTION OF
 KO0093'3RD EAST STREET AT DELTA, 0.15 MILE NORTHEAST OF THE JUNCTION OF A
 KO0093'GRAVELED ROAD EAST TO A GRAVEL PIT, 50 1/2 FEET SOUTHEAST OF THE
 KO0093'CENTER LINE OF THE HIGHWAY, 163 1/2 FEET SOUTHWEST OF AN ANGLE POST IN
 KO0093'THE FENCE LINE, 2.3 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH
 KO0093'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 KO0093'ABOVE THE GROUND.  SECTION 23, T 16 S, R 6 W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0277 ***********************************************************************
 KO0277  DESIGNATION -  AERONICA RM 2
 KO0277  PID         -  KO0277
 KO0277  STATE/COUNTY-  UT/MILLARD
 KO0277  COUNTRY     -  US
 KO0277  USGS QUAD   -  DELTA NE (2017)
 KO0277
 KO0277                         *CURRENT SURVEY CONTROL
 KO0277  ______________________________________________________________________
 KO0277* NAD 83(1986) POSITION- 39 23 13.65   (N) 112 30 47.37   (W)   HD_HELD1
 KO0277* NAVD 88 ORTHO HEIGHT -  1451.526 (meters)     4762.21  (feet) ADJUSTED
 KO0277  ______________________________________________________________________
 KO0277  GEOID HEIGHT    -        -19.219 (meters)                     GEOID18
 KO0277  DYNAMIC HEIGHT  -       1450.187 (meters)     4757.82  (feet) COMP
 KO0277  MODELED GRAVITY -    979,654.2   (mgal)                       NAVD 88
 KO0277
 KO0277  VERT ORDER      -  FIRST     CLASS I
 KO0277
 KO0277.This mark is at Delta Municipal Airport (DTA)
 KO0277
 KO0277.The horizontal coordinates were determined by differentially corrected
 KO0277.hand held GPS observations or other comparable positioning techniques
 KO0277.and have an estimated accuracy of +/- 3 meters.
 KO0277
 KO0277.The orthometric height was determined by differential leveling and
 KO0277.adjusted by the NATIONAL GEODETIC SURVEY
 KO0277.in June 1991.
 KO0277
 KO0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0277.GEOID18 height accuracy estimate available here.
 KO0277
 KO0277.Click photographs - Photos may exist for this station.
 KO0277
 KO0277.The dynamic height is computed by dividing the NAVD 88
 KO0277.geopotential number by the normal gravity value computed on the
 KO0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0277.degrees latitude (g = 980.6199 gals.).
 KO0277
 KO0277.The modeled gravity was interpolated from observed gravity values.
 KO0277
 KO0277;                    North         East    Units  Estimated Accuracy
 KO0277;SPC UT C     - 2,117,485.3     412,722.0     MT  (+/- 3 meters HH1 GPS) 
 KO0277
 KO0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ6968660829(NAD 83)
 KO0277
 KO0277                          SUPERSEDED SURVEY CONTROL
 KO0277
 KO0277  NGVD 29 (??/??/92) 1450.40   (m)         4758.5    (f) COMPUTED    1 1
 KO0277
 KO0277.Superseded values are not recommended for survey control.
 KO0277
 KO0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0277.See file dsdata.pdf to determine how the superseded data were derived.
 KO0277
 KO0277_MARKER: DR = REFERENCE MARK DISK
 KO0277_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KO0277_SP_SET: FOUNDATION
 KO0277_STAMPING: AERONICA NO 2 1947
 KO0277_MARK LOGO: CGS
 KO0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KO0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0277+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2012
 KO0277
 KO0277  HISTORY     - Date     Condition        Report By
 KO0277  HISTORY     - 1947     MONUMENTED       CGS
 KO0277  HISTORY     - 1970     GOOD             NGS
 KO0277  HISTORY     - 20120129 GOOD             GEOCAC
 KO0277
 KO0277                          STATION DESCRIPTION
 KO0277
 KO0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0277'3.8 MI NE FROM DELTA.
 KO0277'3.8 MILES NORTHEAST ALONG U.S. HIGHWAY 50 AND 6 FROM THE JUNCTION OF
 KO0277'3RD EAST STREET AT DELTA, AT DELTA MUNICIPAL AIRPORT, AT THE BEACON
 KO0277'LIGHT TOWER, IN THE TOP OF THE CONCRETE FOUNDATION OF THE STEEL LADDER
 KO0277'ON THE SOUTHWEST SIDE OF THE TOWER, 1.2 FEET WEST OF THE SOUTHEAST LEG
 KO0277'OF THE LADDER, 24 FEET NORTHEAST OF THE CENTER LINE OF THE AIRPORT
 KO0277'ENTRANCE ROAD, 64.28 FEET WEST-SOUTHWEST OF THE STATION, 104.5 FEET
 KO0277'NORTH AND ACROSS THE ROAD FROM R.M. 3, 5.0 FEET NORTHWEST OF THE SOUTH
 KO0277'STEEL LEG OF THE TOWER, AND ABOUT 1 FOOT HIGHER THAN THE ROAD. SECTION
 KO0277'34, T 16S, R 6W.
 KO0277
 KO0277                          STATION RECOVERY (2012)
 KO0277
 KO0277'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 KO0277'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0275 ***********************************************************************
 KO0275  DESIGNATION -  AERONICA RM 3
 KO0275  PID         -  KO0275
 KO0275  STATE/COUNTY-  UT/MILLARD
 KO0275  COUNTRY     -  US
 KO0275  USGS QUAD   -  DELTA NE (2017)
 KO0275
 KO0275                         *CURRENT SURVEY CONTROL
 KO0275  ______________________________________________________________________
 KO0275* NAD 83(1986) POSITION- 39 23 12.63   (N) 112 30 47.22   (W)   HD_HELD1
 KO0275* NAVD 88 ORTHO HEIGHT -  1451.442 (meters)     4761.94  (feet) ADJUSTED
 KO0275  ______________________________________________________________________
 KO0275  GEOID HEIGHT    -        -19.219 (meters)                     GEOID18
 KO0275  DYNAMIC HEIGHT  -       1450.104 (meters)     4757.55  (feet) COMP
 KO0275  MODELED GRAVITY -    979,654.2   (mgal)                       NAVD 88
 KO0275
 KO0275  VERT ORDER      -  FIRST     CLASS I
 KO0275
 KO0275.This mark is at Delta Municipal Airport (DTA)
 KO0275
 KO0275.The horizontal coordinates were determined by differentially corrected
 KO0275.hand held GPS observations or other comparable positioning techniques
 KO0275.and have an estimated accuracy of +/- 3 meters.
 KO0275
 KO0275.The orthometric height was determined by differential leveling and
 KO0275.adjusted by the NATIONAL GEODETIC SURVEY
 KO0275.in June 1991.
 KO0275
 KO0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0275.GEOID18 height accuracy estimate available here.
 KO0275
 KO0275.Click photographs - Photos may exist for this station.
 KO0275
 KO0275.The dynamic height is computed by dividing the NAVD 88
 KO0275.geopotential number by the normal gravity value computed on the
 KO0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0275.degrees latitude (g = 980.6199 gals.).
 KO0275
 KO0275.The modeled gravity was interpolated from observed gravity values.
 KO0275
 KO0275;                    North         East    Units  Estimated Accuracy
 KO0275;SPC UT C     - 2,117,453.8     412,725.3     MT  (+/- 3 meters HH1 GPS) 
 KO0275
 KO0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ6969060798(NAD 83)
 KO0275
 KO0275                          SUPERSEDED SURVEY CONTROL
 KO0275
 KO0275  NGVD 29 (??/??/92) 1450.32   (m)         4758.3    (f) COMPUTED    1 1
 KO0275
 KO0275.Superseded values are not recommended for survey control.
 KO0275
 KO0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0275.See file dsdata.pdf to determine how the superseded data were derived.
 KO0275
 KO0275_MARKER: DR = REFERENCE MARK DISK
 KO0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0275_STAMPING: AERONICA NO 3 1947
 KO0275_MARK LOGO: CGS
 KO0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0275+STABILITY: SURFACE MOTION
 KO0275
 KO0275  HISTORY     - Date     Condition        Report By
 KO0275  HISTORY     - 1965     MONUMENTED       CGS
 KO0275  HISTORY     - 1970     GOOD             NGS
 KO0275
 KO0275                          STATION DESCRIPTION
 KO0275
 KO0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0275'3.8 MI NE FROM DELTA.
 KO0275'3.8 MILES NORTHEAST ALONG U.S. HIGHWAY 50 AND 6 FROM THE JUNCTION OF
 KO0275'3RD EAST STREET AT DELTA, 80.53 FEET SOUTH-SOUTHWEST AND ACROSS THE
 KO0275'ROAD FROM THE STATION, 41 FEET SOUTHWEST OF THE AIRPORT ENTRANCE ROAD,
 KO0275'92.0 FEET NORTH-NORTHWEST OF THE NORTH CORNER OF A LARGE METAL HANGAR,
 KO0275'2 FEET WEST OF A FENCE CORNER, 9 FEET NORTHEAST OF A POWER POLE, ABOUT
 KO0275'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KO0275'0.1 FOOT ABOVE THE GROUND.  SECTION 34, T 16S, R 6W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1129 ***********************************************************************
 LO1129  DESIGNATION -  AGASSIZ
 LO1129  PID         -  LO1129
 LO1129  STATE/COUNTY-  UT/DUCHESNE
 LO1129  COUNTRY     -  US
 LO1129  USGS QUAD   -  HAYDEN PEAK (2017)
 LO1129
 LO1129                         *CURRENT SURVEY CONTROL
 LO1129  ______________________________________________________________________
 LO1129* NAD 83(1994) POSITION- 40 42 39.84447(N) 110 49 27.92291(W)   ADJUSTED
 LO1129* NAVD 88 ORTHO HEIGHT -  3789.9   (meters)    12434.    (feet) VERTCON3
 LO1129  ______________________________________________________________________
 LO1129  GEOID HEIGHT    -        -12.567 (meters)                     GEOID18
 LO1129  LAPLACE CORR    -         10.79  (seconds)                    DEFLEC18
 LO1129  HORZ ORDER      -  SECOND
 LO1129
 LO1129.The horizontal coordinates were established by classical geodetic methods
 LO1129.and adjusted by the National Geodetic Survey in November 1997.
 LO1129
 LO1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1129
 LO1129.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1129.GEOID18 height accuracy estimate available here.
 LO1129
 LO1129.Click photographs - Photos may exist for this station.
 LO1129
 LO1129.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1129
 LO1129. The following values were computed from the NAD 83(1994) position.
 LO1129
 LO1129;                    North         East     Units Scale Factor Converg.
 LO1129;SPC UT C     - 2,264,200.741   557,087.637   MT  1.00001577   +0 25 57.9
 LO1129;SPC UT C     - 7,428,465.26  1,827,711.69   sFT  1.00001577   +0 25 57.9
 LO1129;UTM  12      - 4,506,698.486   514,830.589   MT  0.99960271   +0 06 52.3
 LO1129
 LO1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1129!SPC UT C     -   0.99940781  x   1.00001577  =   0.99942357
 LO1129!UTM  12      -   0.99940781  x   0.99960271  =   0.99901076
 LO1129
 LO1129:                Primary Azimuth Mark                     Grid Az
 LO1129:SPC UT C     -  HAYDEN PEAK TARGET                       328 10 13.7
 LO1129:UTM  12      -  HAYDEN PEAK TARGET                       328 29 19.3
 LO1129
 LO1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL1483006698(NAD 83)
 LO1129
 LO1129|---------------------------------------------------------------------|
 LO1129| PID    Reference Object                     Distance      Geod. Az  |
 LO1129|                                                           dddmmss.s |
 LO1129| LO1128 MT AGASSIZ CAIRN                     12.370 METERS 02933     |
 LO1129| LO1137 LA MOTTE PEAK TARGET                APPROX. 9.3 KM 0411723.5 |
 LO1129| CP5238 AGASSIZ RM 1                          5.227 METERS 10058     |
 LO1129| LO1124 FOUR LAKES BASIN CAIRN              APPROX. 7.8 KM 1230231.2 |
 LO1129| LO1135 BALD MTN CAIRN                      APPROX. 6.8 KM 2582952.7 |
 LO1129| LO1127 HAYDEN PEAK TARGET                  APPROX. 3.2 KM 3283611.6 |
 LO1129| CP5239 AGASSIZ RM 2                          5.502 METERS 34119     |
 LO1129|---------------------------------------------------------------------|
 LO1129
 LO1129                          SUPERSEDED SURVEY CONTROL
 LO1129
 LO1129  NAD 83(1993)-  40 42 39.84464(N)    110 49 27.92229(W) AD(       ) 2
 LO1129  NAD 83(1986)-  40 42 39.82948(N)    110 49 27.91175(W) AD(       ) 2
 LO1129  NAD 27      -  40 42 40.02340(N)    110 49 25.29740(W) AD(       ) 2
 LO1129  NGVD 29 (07/19/86) 3788.3    (m)        12429.     (f) VERT ANG       
 LO1129
 LO1129.Superseded values are not recommended for survey control.
 LO1129
 LO1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1129.See file dsdata.pdf to determine how the superseded data were derived.
 LO1129
 LO1129_MARKER: DS = TRIANGULATION STATION DISK
 LO1129_SETTING: 80 = SET IN A BOULDER
 LO1129_STAMPING: AGASSIZ 1962
 LO1129_MARK LOGO: CGS
 LO1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1129+STABILITY: SURFACE MOTION
 LO1129
 LO1129  HISTORY     - Date     Condition        Report By
 LO1129  HISTORY     - 1962     MONUMENTED       CGS
 LO1129  HISTORY     - 1966     GOOD             USGS
 LO1129
 LO1129                          STATION DESCRIPTION
 LO1129
 LO1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO1129'THE STATION IS LOCATED ON MOUNT AGASSIZ AND IS 2 MILES SOUTHEAST
 LO1129'OF HAYDEN PEAK.  THE STATION HILL DROPS OFF VERY STEEP TO THE
 LO1129'EAST.  IT IS 19 MILES NORTHWEST OF MOON LAKE, 3-1/2 MILES
 LO1129'EAST OF MIRROR LAKE AND JUST INSIDE THE DUCHESNE COUNTY LINE AND
 LO1129'SUMMIT COUNTY TO THE NORTH.
 LO1129'
 LO1129'TO REACH BY HELICOPTER FROM MOON LAKE, GO NORTHWEST ON A TRUE
 LO1129'COURSE OF 300 DEGREES FOR 19 MILES TO THE STATION.
 LO1129'
 LO1129'THE STATION MARK IS A STANDARD DISK, STAMPED AGASSIZ 1962,
 LO1129'CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 2 INCHES.
 LO1129'IT IS 200 FEET SOUTHEAST OF AND 6 FEET LOWER THAN THE HIGHEST
 LO1129'POINT AND 40.6 FEET SOUTH OF A CAIRN.
 LO1129'
 LO1129'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AGASSIZ NO 1 1962,
 LO1129'CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 4 INCHES.
 LO1129'IT IS THE SAME ELEVATION AS THE STATION MARK.
 LO1129'
 LO1129'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AGASSIZ NO 2
 LO1129'1962, CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 4 INCHES.
 LO1129'IT IS THE SAME ELEVATION AS THE STATION MARK.
 LO1129'
 LO1129'NO SUITABLE PLACE WAS FOUND FOR THE AZIMUTH MARK.
 LO1129
 LO1129                          STATION RECOVERY (1966)
 LO1129
 LO1129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LO1129'RECOVERED.
 LO1129'
 LO1129'STATION MARK--STANDARD DISK, STAMPED ---AGASSIZ 1962---, CEMENTED
 LO1129'IN A DRILL HOLE IN A BOULDER PROJECTING 2 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0354 ***********************************************************************
 KM0354  DESIGNATION -  AGATE
 KM0354  PID         -  KM0354
 KM0354  STATE/COUNTY-  UT/GRAND
 KM0354  COUNTRY     -  US
 KM0354  USGS QUAD   -  DANISH FLAT (2017)
 KM0354
 KM0354                         *CURRENT SURVEY CONTROL
 KM0354  ______________________________________________________________________
 KM0354* NAD 83(1994) POSITION- 39 00 20.82102(N) 109 15 53.44967(W)   ADJUSTED
 KM0354* NAVD 88 ORTHO HEIGHT -  1439.0   (meters)     4721.    (feet) VERTCON3
 KM0354  ______________________________________________________________________
 KM0354  GEOID HEIGHT    -        -18.958 (meters)                     GEOID18
 KM0354  LAPLACE CORR    -          6.51  (seconds)                    DEFLEC18
 KM0354  HORZ ORDER      -  THIRD
 KM0354
 KM0354.The horizontal coordinates were established by classical geodetic methods
 KM0354.and adjusted by the National Geodetic Survey in November 1997.
 KM0354
 KM0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0354
 KM0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0354.GEOID18 height accuracy estimate available here.
 KM0354
 KM0354.Click photographs - Photos may exist for this station.
 KM0354
 KM0354.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0354
 KM0354. The following values were computed from the NAD 83(1994) position.
 KM0354
 KM0354;                    North         East     Units Scale Factor Converg.
 KM0354;SPC UT C     - 2,077,075.276   693,587.865   MT  1.00000270   +1 25 54.4
 KM0354;SPC UT C     - 6,814,537.80  2,275,546.19   sFT  1.00000270   +1 25 54.4
 KM0354;UTM  12      - 4,318,850.512   650,242.521   MT  0.99987795   +1 05 32.3
 KM0354
 KM0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0354!SPC UT C     -   0.99977725  x   1.00000270  =   0.99977995
 KM0354!UTM  12      -   0.99977725  x   0.99987795  =   0.99965523
 KM0354
 KM0354:                Primary Azimuth Mark                     Grid Az
 KM0354:SPC UT C     -  CISCO                                    211 12 59.3
 KM0354:UTM  12      -  CISCO                                    211 33 21.4
 KM0354
 KM0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ5024218850(NAD 83)
 KM0354
 KM0354|---------------------------------------------------------------------|
 KM0354| PID    Reference Object                     Distance      Geod. Az  |
 KM0354|                                                           dddmmss.s |
 KM0354| JM0489 CISCO                               APPROX. 6.1 KM 2123853.7 |
 KM0354|---------------------------------------------------------------------|
 KM0354
 KM0354                          SUPERSEDED SURVEY CONTROL
 KM0354
 KM0354  NAD 83(1986)-  39 00 20.79556(N)    109 15 53.44370(W) AD(       ) 3
 KM0354  NAD 27      -  39 00 20.89626(N)    109 15 51.02273(W) AD(       ) 3
 KM0354  NGVD 29 (07/19/86) 1438.0    (m)         4718.     (f) VERT ANG       
 KM0354
 KM0354.Superseded values are not recommended for survey control.
 KM0354
 KM0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0354.See file dsdata.pdf to determine how the superseded data were derived.
 KM0354
 KM0354_MARKER: DD = SURVEY DISK
 KM0354_SETTING: 80 = SET IN A BOULDER
 KM0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0354+STABILITY: SURFACE MOTION
 KM0354
 KM0354  HISTORY     - Date     Condition        Report By
 KM0354  HISTORY     - 1954     MONUMENTED       USGS
 KM0354
 KM0354                          STATION DESCRIPTION
 KM0354
 KM0354'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KM0354'LOCATED ABOUT 3.5 MI. NE. OF CISCO, 2 MI. N. OF THE COLORADO RIVER,
 KM0354'2,000 FT. NE. OF A RELOCATED CURVE, 1,000 FT. NW. OF THE DENVER AND
 KM0354'RIO GRANDE RAILROAD, ON THE RIM OF A MULTI-COLORED E-W. CLIFF.
 KM0354'
 KM0354'STATION REACHED BY HELICOPTER.  (CLIFF CAN PROBABLY BE CLIMBED FROM
 KM0354'THE ABOVE MENTIONED RAILROAD, OR REACHED FROM U.S. HIGHWAY 50 TO THE
 KM0354'W. OF STATION.)
 KM0354'
 KM0354'STATION MARK--STANDARD ALUMINUM TABLET STAMPED ---AGATE 1954--- SET
 KM0354'IN BOULDER.
 KM0354'
 KM0354'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 KM0354'1 1954--- SET IN BEDROCK, 15.19 FT. FROM STATION MARK,
 KM0354'S 55 DEG 58 MIN W.
 KM0354'
 KM0354'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 KM0354'2 1954--- SET IN BEDROCK, 16.59 FT. FROM STATION MARK,
 KM0354'N 02 DEG 08 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5832 ***********************************************************************
 AI5832  DESIGNATION -  AI5832
 AI5832  PID         -  AI5832
 AI5832  STATE/COUNTY-  UT/SALT LAKE
 AI5832  COUNTRY     -  US
 AI5832  USGS QUAD   -  MAGNA (2017)
 AI5832
 AI5832                         *CURRENT SURVEY CONTROL
 AI5832  ______________________________________________________________________
 AI5832* NAD 83(2011) POSITION- 40 39 09.31080(N) 112 07 15.59110(W)   ADJUSTED
 AI5832* NAD 83(2011) ELLIP HT-  1610.785 (meters)        (06/27/12)   ADJUSTED
 AI5832* NAD 83(2011) EPOCH   -  2010.00
 AI5832* NAVD 88 ORTHO HEIGHT -  1627.9   (meters)     5341.    (feet) GPS OBS
 AI5832  ______________________________________________________________________
 AI5832  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5832  GEOID HEIGHT    -        -17.123 (meters)                     GEOID09
 AI5832  GEOID HEIGHT    -        -17.128 (meters)                     GEOID18
 AI5832  NAD 83(2011) X  - -1,825,218.132 (meters)                     COMP
 AI5832  NAD 83(2011) Y  - -4,490,248.771 (meters)                     COMP
 AI5832  NAD 83(2011) Z  -  4,134,278.965 (meters)                     COMP
 AI5832  LAPLACE CORR    -         -7.99  (seconds)                    DEFLEC18
 AI5832
 AI5832  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5832  Standards:
 AI5832         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5832            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5832  -------------------------------------------------------------------
 AI5832  NETWORK    0.17   0.49           0.08   0.06   0.25      0.00312749
 AI5832  -------------------------------------------------------------------
 AI5832  Click here for local accuracies and other accuracy information.
 AI5832
 AI5832.The horizontal coordinates were established by GPS observations
 AI5832.and adjusted by the National Geodetic Survey in June 2012.
 AI5832
 AI5832.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5832.been affixed to the stable North American tectonic plate. See 
 AI5832.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5832
 AI5832.The horizontal coordinates are valid at the epoch date displayed above
 AI5832.which is a decimal equivalence of Year/Month/Day.
 AI5832
 AI5832.The orthometric height was determined by GPS observations and a
 AI5832.high-resolution geoid model.
 AI5832
 AI5832.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5832.GEOID18 height accuracy estimate available here.
 AI5832
 AI5832.Click photographs - Photos may exist for this station.
 AI5832
 AI5832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5832
 AI5832.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5832
 AI5832.The ellipsoidal height was determined by GPS observations
 AI5832.and is referenced to NAD 83.
 AI5832
 AI5832. The following values were computed from the NAD 83(2011) position.
 AI5832
 AI5832;                    North         East     Units Scale Factor Converg.
 AI5832;SPC UT C     - 2,257,673.169   447,479.272   MT  1.00000064   -0 23 52.1
 AI5832;SPC UT C     - 7,407,049.39  1,468,104.91   sFT  1.00000064   -0 23 52.1
 AI5832;UTM  12      - 4,500,796.041   405,228.178   MT  0.99971055   -0 43 49.3
 AI5832
 AI5832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5832!SPC UT C     -   0.99974739  x   1.00000064  =   0.99974803
 AI5832!UTM  12      -   0.99974739  x   0.99971055  =   0.99945801
 AI5832
 AI5832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0522800796(NAD 83)
 AI5832
 AI5832                          SUPERSEDED SURVEY CONTROL
 AI5832
 AI5832  NAD 83(2007)-  40 39 09.31048(N)    112 07 15.59159(W) AD(2002.00) 0
 AI5832  ELLIP H (02/10/07) 1610.797  (m)                       GP(2002.00)    
 AI5832  NAD 83(1994)-  40 39 09.31004(N)    112 07 15.59112(W) AD(       ) A
 AI5832  ELLIP H (06/28/00) 1610.817  (m)                       GP(       ) 4 1
 AI5832  NAVD 88 (06/28/00) 1628.0    (m)  GEOID99  model used  GPS OBS        
 AI5832
 AI5832.Superseded values are not recommended for survey control.
 AI5832
 AI5832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5832.See file dsdata.pdf to determine how the superseded data were derived.
 AI5832
 AI5832_MARKER: Z = SEE DESCRIPTION
 AI5832_SETTING: 0 = UNSPECIFIED SETTING
 AI5832_MARK LOGO: NONE
 AI5832_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5832+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1999
 AI5832
 AI5832  HISTORY     - Date     Condition        Report By
 AI5832  HISTORY     - 1996     MONUMENTED
 AI5832  HISTORY     - 19990615 GOOD             NGS
 AI5832
 AI5832                          STATION DESCRIPTION
 AI5832
 AI5832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AI5832'THE STATION IS A GPS BASE STATION ARP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0708 ***********************************************************************
 LO0708  DESIGNATION -  AIR BCN S END PORCUPINE RIDGE
 LO0708  PID         -  LO0708
 LO0708  STATE/COUNTY-  UT/SUMMIT
 LO0708  COUNTRY     -  US
 LO0708  USGS QUAD   -  RED HOLE (2017)
 LO0708
 LO0708                         *CURRENT SURVEY CONTROL
 LO0708  ______________________________________________________________________
 LO0708* NAD 83(1994) POSITION- 40 58 49.49029(N) 111 07 17.06438(W)   ADJUSTED
 LO0708  ______________________________________________________________________
 LO0708  GEOID HEIGHT    -        -14.919 (meters)                     GEOID18
 LO0708  LAPLACE CORR    -          5.57  (seconds)                    DEFLEC18
 LO0708  HORZ ORDER      -  THIRD
 LO0708
 LO0708.The horizontal coordinates were established by classical geodetic methods
 LO0708.and adjusted by the National Geodetic Survey in November 1997.
 LO0708
 LO0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0708.GEOID18 height accuracy estimate available here.
 LO0708
 LO0708.Click photographs - Photos may exist for this station.
 LO0708
 LO0708.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0708
 LO0708. The following values were computed from the NAD 83(1994) position.
 LO0708
 LO0708;                    North         East     Units Scale Factor Converg.
 LO0708;SPC UT N     - 1,071,927.063   531,861.315   MT  0.99996791   +0 14 58.7
 LO0708;SPC UT N     - 3,516,814.04  1,744,948.33   sFT  0.99996791   +0 14 58.7
 LO0708;SPC WY W     -   153,865.123   712,640.432   MT  1.00003140   -0 40 50.9
 LO0708;SPC WY W     -   504,805.82  2,338,054.48   sFT  1.00003140   -0 40 50.9
 LO0708;UTM  12      - 4,536,589.927   489,786.482   MT  0.99960128   -0 04 46.6
 LO0708
 LO0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL8978636589(NAD 83)
 LO0708
 LO0708                          SUPERSEDED SURVEY CONTROL
 LO0708
 LO0708  NAD 83(1993)-  40 58 49.49103(N)    111 07 17.06300(W) AD(       ) 3
 LO0708  NAD 83(1986)-  40 58 49.47865(N)    111 07 17.05805(W) AD(       ) 3
 LO0708  NAD 27      -  40 58 49.66670(N)    111 07 14.39931(W) AD(       ) 3
 LO0708
 LO0708.Superseded values are not recommended for survey control.
 LO0708
 LO0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0708.See file dsdata.pdf to determine how the superseded data were derived.
 LO0708
 LO0708_MARKER: 22 = AIRWAY BEACON
 LO0708
 LO0708  HISTORY     - Date     Condition        Report By
 LO0708  HISTORY     - 1938     FIRST OBSERVED   CGS
 LO0708
 LO0708                          STATION DESCRIPTION
 LO0708
 LO0708'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0710 ***********************************************************************
 LO0710  DESIGNATION -  AIR BEACON 4 3 MI SE OF UPTON
 LO0710  PID         -  LO0710
 LO0710  STATE/COUNTY-  UT/SUMMIT
 LO0710  COUNTRY     -  US
 LO0710  USGS QUAD   -  UPTON (2017)
 LO0710
 LO0710                         *CURRENT SURVEY CONTROL
 LO0710  ______________________________________________________________________
 LO0710* NAD 83(1994) POSITION- 40 55 54.54479(N) 111 11 42.73910(W)   ADJUSTED
 LO0710  ______________________________________________________________________
 LO0710  GEOID HEIGHT    -        -15.169 (meters)                     GEOID18
 LO0710  LAPLACE CORR    -          5.43  (seconds)                    DEFLEC18
 LO0710  HORZ ORDER      -  THIRD
 LO0710
 LO0710.The horizontal coordinates were established by classical geodetic methods
 LO0710.and adjusted by the National Geodetic Survey in November 1997.
 LO0710
 LO0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0710.GEOID18 height accuracy estimate available here.
 LO0710
 LO0710.Click photographs - Photos may exist for this station.
 LO0710
 LO0710.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0710
 LO0710. The following values were computed from the NAD 83(1994) position.
 LO0710
 LO0710;                    North         East     Units Scale Factor Converg.
 LO0710;SPC UT N     - 1,066,506.105   525,669.601   MT  0.99997225   +0 12 03.5
 LO0710;SPC UT N     - 3,499,028.78  1,724,634.35   sFT  0.99997225   +0 12 03.5
 LO0710;SPC WY W     -   148,545.009   706,361.120   MT  1.00004538   -0 43 42.6
 LO0710;SPC WY W     -   487,351.42  2,317,453.11   sFT  1.00004538   -0 43 42.6
 LO0710;UTM  12      - 4,531,206.599   483,566.024   MT  0.99960332   -0 07 40.4
 LO0710
 LO0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL8356631206(NAD 83)
 LO0710
 LO0710                          SUPERSEDED SURVEY CONTROL
 LO0710
 LO0710  NAD 83(1993)-  40 55 54.54505(N)    111 11 42.73812(W) AD(       ) 3
 LO0710  NAD 83(1986)-  40 55 54.53343(N)    111 11 42.73357(W) AD(       ) 3
 LO0710  NAD 27      -  40 55 54.72486(N)    111 11 40.04073(W) AD(       ) 3
 LO0710
 LO0710.Superseded values are not recommended for survey control.
 LO0710
 LO0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0710.See file dsdata.pdf to determine how the superseded data were derived.
 LO0710
 LO0710_MARKER: 22 = AIRWAY BEACON
 LO0710
 LO0710  HISTORY     - Date     Condition        Report By
 LO0710  HISTORY     - 1938     FIRST OBSERVED   CGS
 LO0710
 LO0710                          STATION DESCRIPTION
 LO0710
 LO0710'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0975 ***********************************************************************
 LO0975  DESIGNATION -  AIR BEACON O B
 LO0975  PID         -  LO0975
 LO0975  STATE/COUNTY-  UT/SALT LAKE
 LO0975  COUNTRY     -  US
 LO0975  USGS QUAD   -  FORT DOUGLAS (2017)
 LO0975
 LO0975                         *CURRENT SURVEY CONTROL
 LO0975  ______________________________________________________________________
 LO0975* NAD 83(1994) POSITION- 40 46 14.16390(N) 111 47 54.02216(W)   ADJUSTED
 LO0975* NAVD 88 ORTHO HEIGHT -  2178.2   (meters)     7146.    (feet) VERTCON3
 LO0975  ______________________________________________________________________
 LO0975  GEOID HEIGHT    -        -16.203 (meters)                     GEOID18
 LO0975  LAPLACE CORR    -         11.98  (seconds)                    DEFLEC18
 LO0975  HORZ ORDER      -  THIRD
 LO0975
 LO0975.The horizontal coordinates were established by classical geodetic methods
 LO0975.and adjusted by the National Geodetic Survey in November 1997.
 LO0975
 LO0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0975
 LO0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0975.GEOID18 height accuracy estimate available here.
 LO0975
 LO0975.Click photographs - Photos may exist for this station.
 LO0975
 LO0975.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0975
 LO0975. The following values were computed from the NAD 83(1994) position.
 LO0975
 LO0975;                    North         East     Units Scale Factor Converg.
 LO0975;SPC UT C     - 2,270,638.406   474,811.561   MT  1.00003224   -0 11 28.0
 LO0975;SPC UT C     - 7,449,586.17  1,557,777.60   sFT  1.00003224   -0 11 28.0
 LO0975;UTM  12      - 4,513,598.648   432,625.855   MT  0.99965587   -0 31 16.9
 LO0975
 LO0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0975!SPC UT C     -   0.99966097  x   1.00003224  =   0.99969320
 LO0975!UTM  12      -   0.99966097  x   0.99965587  =   0.99931696
 LO0975
 LO0975:                Primary Azimuth Mark                     Grid Az
 LO0975:SPC UT C     -  ROCK                                     349 21 44.9
 LO0975:UTM  12      -  ROCK                                     349 41 33.8
 LO0975
 LO0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3262513598(NAD 83)
 LO0975
 LO0975|---------------------------------------------------------------------|
 LO0975| PID    Reference Object                     Distance      Geod. Az  |
 LO0975|                                                           dddmmss.s |
 LO0975| LO0988 ROCK                                APPROX. 4.3 KM 3491016.9 |
 LO0975|---------------------------------------------------------------------|
 LO0975
 LO0975                          SUPERSEDED SURVEY CONTROL
 LO0975
 LO0975  NAD 83(1993)-  40 46 14.16394(N)    111 47 54.02175(W) AD(       ) 3
 LO0975  NAD 83(1986)-  40 46 14.15215(N)    111 47 54.01289(W) AD(       ) 3
 LO0975  NAD 27      -  40 46 14.35500(N)    111 47 51.23700(W) AD(       ) 3
 LO0975  NGVD 29 (07/19/86) 2177.2    (m)         7143.     (f) VERT ANG       
 LO0975
 LO0975.Superseded values are not recommended for survey control.
 LO0975
 LO0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0975.See file dsdata.pdf to determine how the superseded data were derived.
 LO0975
 LO0975
 LO0975  HISTORY     - Date     Condition        Report By
 LO0975  HISTORY     - 1938     MONUMENTED       CGS
 LO0975  HISTORY     - 1950     GOOD             USGS
 LO0975  HISTORY     - 1953     GOOD             CGS
 LO0975  HISTORY     - 1960     GOOD             CGS
 LO0975  HISTORY     - 1962     GOOD             CGS
 LO0975
 LO0975                          STATION DESCRIPTION
 LO0975
 LO0975'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LO0975'RECOVERED.
 LO0975'
 LO0975'STATION MARK--NAIL IN WOODEN HUB UNDER CENTER OF LIGHT.
 LO0975
 LO0975                          STATION RECOVERY (1953)
 LO0975
 LO0975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWJ)
 LO0975'THE STATION WAS RECOVERED IN GOOD CONDITION.
 LO0975
 LO0975                          STATION RECOVERY (1960)
 LO0975
 LO0975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 LO0975'NOT DESCRIBED BY C. AND G.S. IN 1938.
 LO0975'
 LO0975'RECOVERED IN GOOD CONDITION AS DESCRIBED BY U.S.G.S., 1950
 LO0975'WITH THE FOLLOWING EXCEPTION--U.S.G.S. DESCRIBED THE BEACON
 LO0975'TOWER AS BEING ABOUT 40 INCHES HIGH.  THE TOWER WAS MEASURED
 LO0975'BY THIS PARTY AND IT IS 32.6 FEET HIGH.
 LO0975
 LO0975                          STATION RECOVERY (1962)
 LO0975
 LO0975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0975'THE STATION IS THE CENTER OF THE BASE OF A 50 FOOT HIGH AIRWAY
 LO0975'BEACON HAVING A REVOLVING RED AND WHITE LIGHT MOUNTED ON THE
 LO0975'TOP.  IT IS LOCATED ON THE SUMMIT OF A BARE TOPPED HILL ABOUT
 LO0975'5 MILES EAST OF SALT LAKE CITY.
 LO0975'
 LO0975'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 LO0975'BEACON, THE DISTANCE BEING 22.27 FEET, 6.788 METERS WEST-SOUTHWEST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0536 ***********************************************************************
 HO0536  DESIGNATION -  AIRPORT
 HO0536  PID         -  HO0536
 HO0536  STATE/COUNTY-  UT/GARFIELD
 HO0536  COUNTRY     -  US
 HO0536  USGS QUAD   -  PANGUITCH (2017)
 HO0536
 HO0536                         *CURRENT SURVEY CONTROL
 HO0536  ______________________________________________________________________
 HO0536* NAD 83(1994) POSITION- 37 50 56.47116(N) 112 23 23.46524(W)   ADJUSTED
 HO0536* NAVD 88 ORTHO HEIGHT -  2062.3   (meters)     6766.    (feet) VERTCON3
 HO0536  ______________________________________________________________________
 HO0536  GEOID HEIGHT    -        -20.139 (meters)                     GEOID18
 HO0536  LAPLACE CORR    -          5.75  (seconds)                    DEFLEC18
 HO0536  HORZ ORDER      -  SECOND
 HO0536
 HO0536.The horizontal coordinates were established by classical geodetic methods
 HO0536.and adjusted by the National Geodetic Survey in November 1997.
 HO0536
 HO0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0536
 HO0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0536.GEOID18 height accuracy estimate available here.
 HO0536
 HO0536.Click photographs - Photos may exist for this station.
 HO0536
 HO0536.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0536
 HO0536. The following values were computed from the NAD 83(1994) position.
 HO0536
 HO0536;                    North         East     Units Scale Factor Converg.
 HO0536;SPC UT S     - 3,131,594.500   421,687.137   MT  0.99995194   -0 32 42.7
 HO0536;SPC UT S     -10,274,239.62  1,383,485.22   sFT  0.99995194   -0 32 42.7
 HO0536;UTM  12      - 4,189,973.757   377,722.014   MT  0.99978416   -0 51 10.4
 HO0536
 HO0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0536!SPC UT S     -   0.99967965  x   0.99995194  =   0.99963161
 HO0536!UTM  12      -   0.99967965  x   0.99978416  =   0.99946388
 HO0536
 HO0536:                Primary Azimuth Mark                     Grid Az
 HO0536:SPC UT S     -  SANFORD                                  344 34 23.8
 HO0536:UTM  12      -  SANFORD                                  344 52 51.5
 HO0536
 HO0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG7772289973(NAD 83)
 HO0536
 HO0536|---------------------------------------------------------------------|
 HO0536| PID    Reference Object                     Distance      Geod. Az  |
 HO0536|                                                           dddmmss.s |
 HO0536| CH2186 AIRPORT RM 1                         15.635 METERS 10145     |
 HO0536| CH2187 AIRPORT RM 2                         15.388 METERS 19411     |
 HO0536| HO0539 SANFORD                             APPROX.10.6 KM 3440141.1 |
 HO0536|---------------------------------------------------------------------|
 HO0536
 HO0536                          SUPERSEDED SURVEY CONTROL
 HO0536
 HO0536  NAD 83(1986)-  37 50 56.46911(N)    112 23 23.46612(W) AD(       ) 2
 HO0536  NAD 27      -  37 50 56.55261(N)    112 23 20.72504(W) AD(       ) 2
 HO0536  NGVD 29 (07/19/86) 2061.0    (m)         6762.     (f) VERT ANG       
 HO0536
 HO0536.Superseded values are not recommended for survey control.
 HO0536
 HO0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0536.See file dsdata.pdf to determine how the superseded data were derived.
 HO0536
 HO0536_MARKER: DD = SURVEY DISK
 HO0536_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HO0536+WITH SETTING: INFORMATION.
 HO0536_STAMPING: AIRPORT 1971
 HO0536_MARK LOGO: USGS
 HO0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0536
 HO0536  HISTORY     - Date     Condition        Report By
 HO0536  HISTORY     - 1971     MONUMENTED       USGS
 HO0536
 HO0536                          STATION DESCRIPTION
 HO0536
 HO0536'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HO0536'LOCATED AT PANGUITCH AIRPORT.
 HO0536'
 HO0536'TO REACH FROM TRAFFIC LIGHT IN CENTER OF PANGUITCH, DRIVE 2.1 MI
 HO0536'N. ON HIGHWAY 89 TO T-RD. E. (RIGHT) AND SIGN AIRPORT.  TURN RIGHT
 HO0536'AND DRIVE 1.1 MI TO T-INTERSECTION.  TURN LEFT AND DRIVE 0.2 MI TO
 HO0536'T-INTERSECTION AND SIGN PANGUITCH AIRPORT.  TURN RIGHT FOR 1.4 MI
 HO0536'TO RD. FKS.  KEEP RIGHT ON MAIN-TRAVELED RD. TO AIRPORT.  FOLLOW
 HO0536'TRACK RD. AROUND NORTH END OF RUNWAY.  THENCE FOLLOW RD. TO WIND
 HO0536'SOCK AND STATION, 9.5 FT W. OF A WITNESS POST.
 HO0536'
 HO0536'STATION MARK--A STANDARD USGS BRASS TABLET STAMPED AIRPORT 1971
 HO0536'FASTENED TO COPPER-COATED ROD.
 HO0536'
 HO0536'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED AIRPORT 1971
 HO0536'NO 1 FASTENED TO COPPER-COATED ROD.
 HO0536'
 HO0536'REFERENCE MARK NO. 2--A STANDARD USGS TABLET STAMPED AIRPORT 1971
 HO0536'NO 2 FASTENED TO COPPER-COATED ROD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0559 ***********************************************************************
 JM0559  DESIGNATION -  AIRPORT BCN CANYONLANDS APT
 JM0559  PID         -  JM0559
 JM0559  STATE/COUNTY-  UT/GRAND
 JM0559  COUNTRY     -  US
 JM0559  USGS QUAD   -  KLONDIKE BLUFFS (2017)
 JM0559
 JM0559                         *CURRENT SURVEY CONTROL
 JM0559  ______________________________________________________________________
 JM0559* NAD 83(1994) POSITION- 38 45 36.95411(N) 109 44 36.85860(W)   ADJUSTED
 JM0559* NAVD 88 ORTHO HEIGHT -  1383.    (meters)     4537.    (feet) SCALED
 JM0559  ______________________________________________________________________
 JM0559  GEOID HEIGHT    -        -20.721 (meters)                     GEOID18
 JM0559  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 JM0559  HORZ ORDER      -  THIRD
 JM0559
 JM0559.This mark is at Canyonlands Field Airport (CNY)
 JM0559
 JM0559.The horizontal coordinates were established by classical geodetic methods
 JM0559.and adjusted by the National Geodetic Survey in November 1997.
 JM0559
 JM0559.The orthometric height was scaled from a topographic map.
 JM0559
 JM0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0559.GEOID18 height accuracy estimate available here.
 JM0559
 JM0559.Click photographs - Photos may exist for this station.
 JM0559
 JM0559.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0559
 JM0559. The following values were computed from the NAD 83(1994) position.
 JM0559
 JM0559;                    North         East     Units Scale Factor Converg.
 JM0559;SPC UT C     - 2,048,898.534   652,666.515   MT  1.00007313   +1 07 30.5
 JM0559;SPC UT C     - 6,722,094.61  2,141,290.06   sFT  1.00007313   +1 07 30.5
 JM0559;UTM  12      - 4,290,922.900   609,164.410   MT  0.99974675   +0 47 12.1
 JM0559
 JM0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0559!SPC UT C     -   0.99978630  x   1.00007313  =   0.99985942
 JM0559!UTM  12      -   0.99978630  x   0.99974675  =   0.99953311
 JM0559
 JM0559:                Primary Azimuth Mark                     Grid Az
 JM0559:SPC UT C     -  CANYONLANDS AIRPORT ARP STA A            327 28 13.9
 JM0559:UTM  12      -  CANYONLANDS AIRPORT ARP STA A            327 48 32.3
 JM0559
 JM0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH0916490922(NAD 83)
 JM0559
 JM0559|---------------------------------------------------------------------|
 JM0559| PID    Reference Object                     Distance      Geod. Az  |
 JM0559|                                                           dddmmss.s |
 JM0559| JM0560 CANYONLANDS AIRPORT ARP STA A       APPROX. 1.1 KM 3283544.4 |
 JM0559|---------------------------------------------------------------------|
 JM0559
 JM0559                          SUPERSEDED SURVEY CONTROL
 JM0559
 JM0559  NAD 83(1986)-  38 45 36.94153(N)    109 44 36.85711(W) AD(       ) 3
 JM0559  NAD 27      -  38 45 37.02715(N)    109 44 34.41640(W) AD(       ) 3
 JM0559
 JM0559.Superseded values are not recommended for survey control.
 JM0559
 JM0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0559.See file dsdata.pdf to determine how the superseded data were derived.
 JM0559
 JM0559_MARKER: 21 = AIRPORT BEACON
 JM0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0559+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2007
 JM0559
 JM0559  HISTORY     - Date     Condition        Report By
 JM0559  HISTORY     - 1968     FIRST OBSERVED   CGS
 JM0559  HISTORY     - 20070419 GOOD             GEOCAC
 JM0559  HISTORY     - 20090524 GOOD             GEOCAC
 JM0559
 JM0559                          STATION DESCRIPTION
 JM0559
 JM0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (DLW)
 JM0559'THE BEACON IS LOCATED ON THE EAST SIDE OF THE AIRPORT, BETWEEN
 JM0559'THE HANGER AREA AND U.S. HIGHWAY 160.  A STANDARD FAA BEACON
 JM0559'FLASHING ALTERNATE GREEN AND CLEAR MOUNTED ATOP A FOUR LEGGED
 JM0559'STEEL TOWER ABOUT 60 FEET HIGH.
 JM0559
 JM0559                          STATION RECOVERY (2007)
 JM0559
 JM0559'RECOVERY NOTE BY GEOCACHING 2007 (RFC)
 JM0559'RECOVERED IN GOOD CONDITION.
 JM0559
 JM0559                          STATION RECOVERY (2009)
 JM0559
 JM0559'RECOVERY NOTE BY GEOCACHING 2009 (WS)
 JM0559'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0786 ***********************************************************************
 LO0786  DESIGNATION -  AIRPORT BCN PROVO MUN APT
 LO0786  PID         -  LO0786
 LO0786  STATE/COUNTY-  UT/UTAH
 LO0786  COUNTRY     -  US
 LO0786  USGS QUAD   -  PROVO (2017)
 LO0786
 LO0786                         *CURRENT SURVEY CONTROL
 LO0786  ______________________________________________________________________
 LO0786* NAD 83(1994) POSITION- 40 13 10.29154(N) 111 43 06.40294(W)   ADJUSTED
 LO0786  ______________________________________________________________________
 LO0786  GEOID HEIGHT    -        -17.420 (meters)                     GEOID18
 LO0786  LAPLACE CORR    -          7.02  (seconds)                    DEFLEC18
 LO0786  HORZ ORDER      -  THIRD
 LO0786
 LO0786.This mark is at Provo Airport (PVU)
 LO0786
 LO0786.The horizontal coordinates were established by classical geodetic methods
 LO0786.and adjusted by the National Geodetic Survey in November 1997.
 LO0786
 LO0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0786.GEOID18 height accuracy estimate available here.
 LO0786
 LO0786.Click photographs - Photos may exist for this station.
 LO0786
 LO0786.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0786
 LO0786. The following values were computed from the NAD 83(1994) position.
 LO0786
 LO0786;                    North         East     Units Scale Factor Converg.
 LO0786;SPC UT C     - 2,209,427.263   481,407.471   MT  0.99992130   -0 08 23.8
 LO0786;SPC UT C     - 7,248,762.61  1,579,417.68   sFT  0.99992130   -0 08 23.8
 LO0786;UTM  12      - 4,452,370.342   438,870.295   MT  0.99964600   -0 27 50.1
 LO0786
 LO0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK3887052370(NAD 83)
 LO0786
 LO0786                          SUPERSEDED SURVEY CONTROL
 LO0786
 LO0786  NAD 83(1993)-  40 13 10.29057(N)    111 43 06.40261(W) AD(       ) 3
 LO0786  NAD 83(1986)-  40 13 10.28045(N)    111 43 06.40331(W) AD(       ) 3
 LO0786  NAD 27      -  40 13 10.42375(N)    111 43 03.66142(W) AD(       ) 3
 LO0786
 LO0786.Superseded values are not recommended for survey control.
 LO0786
 LO0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0786.See file dsdata.pdf to determine how the superseded data were derived.
 LO0786
 LO0786_MARKER: 21 = AIRPORT BEACON
 LO0786
 LO0786  HISTORY     - Date     Condition        Report By
 LO0786  HISTORY     - 1963     FIRST OBSERVED   CGS
 LO0786  HISTORY     - 1977     GOOD             NGS
 LO0786  HISTORY     - 19940906 GOOD             NGS
 LO0786
 LO0786                          STATION DESCRIPTION
 LO0786
 LO0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LO0786'THE STATION IS THE CENTER OF THE REVOLVING LIGHT, ON TOP OF
 LO0786'A 60 FOOT HIGH STRUCTURAL STEEL TOWER.  IT IS AT THE EAST
 LO0786'SIDE OF THE PROVO MUNICIPAL AIRPORT, ABOUT 3-1/2 MILES SOUTHWEST
 LO0786'OF PROVO.
 LO0786
 LO0786                          STATION RECOVERY (1977)
 LO0786
 LO0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TGR)
 LO0786'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LO0786'
 LO0786'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO0786'ABOUT 3-1/2 MILES SOUTHWEST OF PROVO.
 LO0786
 LO0786                          STATION RECOVERY (1994)
 LO0786
 LO0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (NGS)
 LO0786'THIS IS A STANDARD ROTATING BEACON THE POINT OBSERVED WAS THE SPINDLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0925 ***********************************************************************
 LO0925  DESIGNATION -  AIRPORT BCN SALT LAKE NO 2 APT
 LO0925  PID         -  LO0925
 LO0925  STATE/COUNTY-  UT/SALT LAKE
 LO0925  COUNTRY     -  US
 LO0925  USGS QUAD   -  MIDVALE (2017)
 LO0925
 LO0925                         *CURRENT SURVEY CONTROL
 LO0925  ______________________________________________________________________
 LO0925* NAD 83(1994) POSITION- 40 37 10.44789(N) 111 59 51.25164(W)   ADJUSTED
 LO0925  ______________________________________________________________________
 LO0925  GEOID HEIGHT    -        -17.257 (meters)                     GEOID18
 LO0925  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 LO0925  HORZ ORDER      -  THIRD
 LO0925
 LO0925.The horizontal coordinates were established by classical geodetic methods
 LO0925.and adjusted by the National Geodetic Survey in November 1997.
 LO0925
 LO0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0925.GEOID18 height accuracy estimate available here.
 LO0925
 LO0925.Click photographs - Photos may exist for this station.
 LO0925
 LO0925.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0925
 LO0925. The following values were computed from the NAD 83(1994) position.
 LO0925
 LO0925;                    North         East     Units Scale Factor Converg.
 LO0925;SPC UT C     - 2,253,941.477   457,897.619   MT  0.99999257   -0 19 07.4
 LO0925;SPC UT C     - 7,394,806.33  1,502,285.77   sFT  0.99999257   -0 19 07.4
 LO0925;UTM  12      - 4,497,005.237   415,621.655   MT  0.99968763   -0 38 58.2
 LO0925
 LO0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1562197005(NAD 83)
 LO0925
 LO0925                          SUPERSEDED SURVEY CONTROL
 LO0925
 LO0925  NAD 83(1993)-  40 37 10.44801(N)    111 59 51.25028(W) AD(       ) 3
 LO0925  NAD 83(1986)-  40 37 10.43679(N)    111 59 51.24354(W) AD(       ) 3
 LO0925  NAD 27      -  40 37 10.62641(N)    111 59 48.46721(W) AD(       ) 3
 LO0925
 LO0925.Superseded values are not recommended for survey control.
 LO0925
 LO0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0925.See file dsdata.pdf to determine how the superseded data were derived.
 LO0925
 LO0925_MARKER: 21 = AIRPORT BEACON
 LO0925
 LO0925  HISTORY     - Date     Condition        Report By
 LO0925  HISTORY     - 1973     FIRST OBSERVED   NGS
 LO0925  HISTORY     - 19950902 GOOD             NGS
 LO0925
 LO0925                          STATION DESCRIPTION
 LO0925
 LO0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0925'THE POINT INTERSECTED WAS THE REVOLVING LIGHT ATOP THE SALT LAKE
 LO0925'COUNTY AIRPORT NO. 2, BEACON THAT IS LOCATED ABOUT 6 MILES
 LO0925'NORTHEAST OF COPPERTON, 3 MILES SOUTH-SOUTHEAST OF KEARNS, 2
 LO0925'MILES WEST OF WEST JORDAN AND ON THE WEST SIDE OF THE LANDING
 LO0925'STRIP OF THE AIRPORT.  IT IS AT THE TOP OF A FOUR LEGGED STEEL
 LO0925'STRUCTURE THAT IS PAINTED IN ALTERNATE BANDS OF RED AND WHITE
 LO0925'AND IS ABOUT 120 FEET IN HEIGHT.
 LO0925
 LO0925                          STATION RECOVERY (1995)
 LO0925
 LO0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (NGS)
 LO0925'THE STATION IS LOCATED AT THE SALT LAKE CITY MUNICIPAL 2 AIRPORT
 LO0925'MIDFIELD ON THE WESTERN SECTION OF THE AIRPORT.  THE STATION IS THE
 LO0925'SPINDLE THAT SUPPORTS THE 36 INCH GREEN AND WHITE ROTATING BEACON THAT
 LO0925'SITS ATOP A RED AND WHITE STEEL TOWER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1027 ***********************************************************************
 LO1027  DESIGNATION -  AIRPORT TANK
 LO1027  PID         -  LO1027
 LO1027  STATE/COUNTY-  UT/SALT LAKE
 LO1027  COUNTRY     -  US
 LO1027  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO1027
 LO1027                         *CURRENT SURVEY CONTROL
 LO1027  ______________________________________________________________________
 LO1027* NAD 83(1994) POSITION- 40 46 55.29273(N) 111 57 17.45616(W)   ADJUSTED
 LO1027* NAVD 88 ORTHO HEIGHT -  1294.    (meters)     4245.    (feet) SCALED
 LO1027  ______________________________________________________________________
 LO1027  GEOID HEIGHT    -        -17.023 (meters)                     GEOID18
 LO1027  LAPLACE CORR    -          5.25  (seconds)                    DEFLEC18
 LO1027  HORZ ORDER      -  THIRD
 LO1027
 LO1027.The horizontal coordinates were established by classical geodetic methods
 LO1027.and adjusted by the National Geodetic Survey in November 1997.
 LO1027
 LO1027.The orthometric height was scaled from a topographic map.
 LO1027
 LO1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1027.GEOID18 height accuracy estimate available here.
 LO1027
 LO1027.Click photographs - Photos may exist for this station.
 LO1027
 LO1027.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1027
 LO1027. The following values were computed from the NAD 83(1994) position.
 LO1027
 LO1027;                    North         East     Units Scale Factor Converg.
 LO1027;SPC UT C     - 2,271,962.774   461,604.206   MT  1.00003553   -0 17 28.9
 LO1027;SPC UT C     - 7,453,931.20  1,514,446.47   sFT  1.00003553   -0 17 28.9
 LO1027;UTM  12      - 4,514,998.848   419,431.215   MT  0.99967990   -0 37 25.4
 LO1027
 LO1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1027!SPC UT C     -   0.99979974  x   1.00003553  =   0.99983526
 LO1027!UTM  12      -   0.99979974  x   0.99967990  =   0.99947970
 LO1027
 LO1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1943114998(NAD 83)
 LO1027
 LO1027                          SUPERSEDED SURVEY CONTROL
 LO1027
 LO1027  NAD 83(1993)-  40 46 55.29172(N)    111 57 17.45616(W) AD(       ) 3
 LO1027  NAD 83(1986)-  40 46 55.28175(N)    111 57 17.44660(W) AD(       ) 3
 LO1027  NAD 27      -  40 46 55.47800(N)    111 57 14.66952(W) AD(       ) 3
 LO1027
 LO1027.Superseded values are not recommended for survey control.
 LO1027
 LO1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1027.See file dsdata.pdf to determine how the superseded data were derived.
 LO1027
 LO1027_MARKER: 52 = STANDPIPE TANK
 LO1027
 LO1027  HISTORY     - Date     Condition        Report By
 LO1027  HISTORY     - 1950     FIRST OBSERVED   USGS
 LO1027
 LO1027                          STATION DESCRIPTION
 LO1027
 LO1027'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LO1027'LOCATED ABOUT 5.0 MI. W. OF SALT LAKE AT AIRPORT ON N. SIDE OF U.S.
 LO1027'HIGHWAY 40 NEAR W. CITY LIMITS.
 LO1027'
 LO1027'TO REACH DRIVE TO AIR BASE VILLAGE AT REAR W. OF CIVIL AIR PATROL
 LO1027'BUILDING AND NW. EDGE OF BASEBALL FIELD, ABOUT 0.5 MI. NE. OF MAIN
 LO1027'MUNICIPAL OPERATIONS BUILDING.
 LO1027'
 LO1027'STATION MARK--CENTER OF VERTICAL STANDPIPE OF ORANGE AND BLACK
 LO1027'WATER TANK.
 LO1027'
 LO1027'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0436 ***********************************************************************
 LP0436  DESIGNATION -  AIRWAY BN 60 SW OF RIVERTON
 LP0436  PID         -  LP0436
 LP0436  STATE/COUNTY-  UT/SALT LAKE
 LP0436  COUNTRY     -  US
 LP0436  USGS QUAD   -  TICKVILLE SPRING (2017)
 LP0436
 LP0436                         *CURRENT SURVEY CONTROL
 LP0436  ______________________________________________________________________
 LP0436* NAD 83(1994) POSITION- 40 28 01.50377(N) 112 02 21.28753(W)   ADJUSTED
 LP0436  ______________________________________________________________________
 LP0436  GEOID HEIGHT    -        -17.134 (meters)                     GEOID18
 LP0436  LAPLACE CORR    -         -3.31  (seconds)                    DEFLEC18
 LP0436  HORZ ORDER      -  THIRD
 LP0436
 LP0436.The horizontal coordinates were established by classical geodetic methods
 LP0436.and adjusted by the National Geodetic Survey in November 1997.
 LP0436
 LP0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0436.GEOID18 height accuracy estimate available here.
 LP0436
 LP0436.Click photographs - Photos may exist for this station.
 LP0436
 LP0436.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0436
 LP0436. The following values were computed from the NAD 83(1994) position.
 LP0436
 LP0436;                    North         East     Units Scale Factor Converg.
 LP0436;SPC UT C     - 2,237,029.986   454,269.067   MT  0.99995962   -0 20 43.5
 LP0436;SPC UT C     - 7,339,322.55  1,490,381.10   sFT  0.99995962   -0 20 43.5
 LP0436;UTM  12      - 4,480,119.717   411,896.837   MT  0.99969555   -0 40 28.3
 LP0436
 LP0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1189680119(NAD 83)
 LP0436
 LP0436                          SUPERSEDED SURVEY CONTROL
 LP0436
 LP0436  NAD 83(1993)-  40 28 01.50320(N)    112 02 21.28607(W) AD(       ) 3
 LP0436  NAD 83(1986)-  40 28 01.49254(N)    112 02 21.28213(W) AD(       ) 3
 LP0436  NAD 27      -  40 28 01.67627(N)    112 02 18.50574(W) AD(       ) 3
 LP0436
 LP0436.Superseded values are not recommended for survey control.
 LP0436
 LP0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0436.See file dsdata.pdf to determine how the superseded data were derived.
 LP0436
 LP0436_MARKER: 22 = AIRWAY BEACON
 LP0436
 LP0436  HISTORY     - Date     Condition        Report By
 LP0436  HISTORY     - 1962     FIRST OBSERVED   CGS
 LP0436  HISTORY     - 1973     GOOD             NGS
 LP0436
 LP0436                          STATION DESCRIPTION
 LP0436
 LP0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LP0436'STATION IS THE CENTER OF THE REVOLVING LIGHT.  THE TOWER IS OF
 LP0436'STANDARD MAKE ABOUT 50 FEET IN HEIGHT.  IT IS ON THE EAST
 LP0436'SLOPE OF THE MOUNTAIN RANGE AT AN ELEVATION OF 6829 FEET, ABOUT
 LP0436'22 MILES SOUTH SOUTHWEST OF THE CENTER OF SALT LAKE CITY, 14
 LP0436'MILES SOUTHEAST OF TOOELE AND 6-1/2 MILES SOUTHWEST OF RIVERTON.
 LP0436
 LP0436                          STATION RECOVERY (1973)
 LP0436
 LP0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LP0436'THE AIRWAY BEACON NO 60 6-1/2 MI SW OF RIVERTON WAS VISITED, THE
 LP0436'SITE HAS BEEN ABANDONED AND THE REVOLVING LIGHT REMOVED.  THE TOP
 LP0436'CENTER OF THE TOWER WAS INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0274 ***********************************************************************
 LP0274  DESIGNATION -  AJAX
 LP0274  PID         -  LP0274
 LP0274  STATE/COUNTY-  UT/TOOELE
 LP0274  COUNTRY     -  US
 LP0274  USGS QUAD   -  SAINT JOHN (2017)
 LP0274
 LP0274                         *CURRENT SURVEY CONTROL
 LP0274  ______________________________________________________________________
 LP0274* NAD 83(1994) POSITION- 40 15 51.81901(N) 112 23 46.73967(W)   ADJUSTED
 LP0274* NAVD 88 ORTHO HEIGHT -  1543.779 (meters)     5064.88  (feet) ADJUSTED
 LP0274  ______________________________________________________________________
 LP0274  GEOID HEIGHT    -        -17.784 (meters)                     GEOID18
 LP0274  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 LP0274  DYNAMIC HEIGHT  -       1542.419 (meters)     5060.42  (feet) COMP
 LP0274  MODELED GRAVITY -    979,690.6   (mgal)                       NAVD 88
 LP0274
 LP0274  HORZ ORDER      -  THIRD
 LP0274  VERT ORDER      -  FIRST     CLASS I
 LP0274
 LP0274.The horizontal coordinates were established by classical geodetic methods
 LP0274.and adjusted by the National Geodetic Survey in November 1997.
 LP0274
 LP0274.The orthometric height was determined by differential leveling and
 LP0274.adjusted by the NATIONAL GEODETIC SURVEY
 LP0274.in June 1991.
 LP0274
 LP0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0274.GEOID18 height accuracy estimate available here.
 LP0274
 LP0274.Click photographs - Photos may exist for this station.
 LP0274
 LP0274.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0274
 LP0274.The dynamic height is computed by dividing the NAVD 88
 LP0274.geopotential number by the normal gravity value computed on the
 LP0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0274.degrees latitude (g = 980.6199 gals.).
 LP0274
 LP0274.The modeled gravity was interpolated from observed gravity values.
 LP0274
 LP0274. The following values were computed from the NAD 83(1994) position.
 LP0274
 LP0274;                    North         East     Units Scale Factor Converg.
 LP0274;SPC UT C     - 2,214,768.363   423,762.941   MT  0.99992685   -0 34 27.0
 LP0274;SPC UT C     - 7,266,285.87  1,390,295.58   sFT  0.99992685   -0 34 27.0
 LP0274;UTM  12      - 4,458,038.213   381,269.840   MT  0.99977353   -0 54 09.2
 LP0274
 LP0274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0274!SPC UT C     -   0.99976067  x   0.99992685  =   0.99968754
 LP0274!UTM  12      -   0.99976067  x   0.99977353  =   0.99953425
 LP0274
 LP0274:                Primary Azimuth Mark                     Grid Az
 LP0274:SPC UT C     -  STOOKEY                                  262 39 33.8
 LP0274:UTM  12      -  STOOKEY                                  262 59 16.0
 LP0274
 LP0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK8126958038(NAD 83)
 LP0274
 LP0274|---------------------------------------------------------------------|
 LP0274| PID    Reference Object                     Distance      Geod. Az  |
 LP0274|                                                           dddmmss.s |
 LP0274| LP0458 STOOKEY                             APPROX.12.6 KM 2620506.8 |
 LP0274|---------------------------------------------------------------------|
 LP0274
 LP0274                          SUPERSEDED SURVEY CONTROL
 LP0274
 LP0274  NAD 83(1993)-  40 15 51.81669(N)    112 23 46.73220(W) AD(       ) 3
 LP0274  NAD 83(1986)-  40 15 51.81108(N)    112 23 46.73220(W) AD(       ) 3
 LP0274  NAD 27      -  40 15 52.01609(N)    112 23 43.91543(W) AD(       ) 3
 LP0274  NGVD 29 (??/??/92) 1542.63   (m)         5061.1    (f) COMPUTED    1 1
 LP0274  NGVD 29 (07/19/86) 1542.6    (m)         5061.     (f) VERT ANG       
 LP0274
 LP0274.Superseded values are not recommended for survey control.
 LP0274
 LP0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0274.See file dsdata.pdf to determine how the superseded data were derived.
 LP0274
 LP0274_MARKER: DB = BENCH MARK DISK
 LP0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0274_STAMPING: AJAX 1955
 LP0274_MARK LOGO: USGS
 LP0274_PROJECTION: PROJECTING 30 CENTIMETERS
 LP0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0274+STABILITY: SURFACE MOTION
 LP0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0274+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2021
 LP0274
 LP0274  HISTORY     - Date     Condition        Report By
 LP0274  HISTORY     - 1955     MONUMENTED       USGS
 LP0274  HISTORY     - 1970     GOOD             NGS
 LP0274  HISTORY     - 1971     GOOD             USGS
 LP0274  HISTORY     - 20130909 GOOD             GEOCAC
 LP0274  HISTORY     - 20161112 GOOD             INDIV
 LP0274  HISTORY     - 20210619 GOOD             INDIV
 LP0274
 LP0274                          STATION DESCRIPTION
 LP0274
 LP0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0274'13.55 MI S FROM STOCKTON.
 LP0274'13.55 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM AN ASPHALT
 LP0274'ROAD CROSSING AT STOCKTON, 285 FEET WEST OF THE FIRST POLE SOUTH OF
 LP0274'MILE POST 729, 356 FEET WEST OF THE WEST RAIL, 3.8 FEET WEST OF THE
 LP0274'FENCE LINE, 63 1/2 FEET SOUTH OF THE SOUTH END OF A GATE, 2.0 FEET
 LP0274'WEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE TRACK AND IN THE
 LP0274'TOP OF A CONCRETE POST PROJECTING 0.8 FOOT.  SECTION 27, T 5W, R 6S.
 LP0274
 LP0274                          STATION RECOVERY (1971)
 LP0274
 LP0274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 LP0274'LOCATED ABOUT 200 FT. E. OF STATE HIGHWAY 36, 72 FT. S. OF GATE AND 4
 LP0274'FT. W. OF FENCE, IN SAGEBRUSH FLATS ALONG UNION PACIFIC RAILROAD
 LP0274'RIGHT-OF-WAY FENCE, OPPOSITE OLD ---AJAX--- SECTION HOUSE FOUNDATIONS.
 LP0274'
 LP0274'TO REACH FROM INTERSECTION OF RD. INTO VERNON AND STATE HIGHWAY 36,
 LP0274'DRIVE N. ON STATE HIGHWAY 36 FOR 12.6 MI. TO TRACK RD. RIGHT (E.),
 LP0274'GO E. ABOUT 200 FT. TO GATE, TURN S. ALONG W. SIDE OF FENCE FOR 72
 LP0274'FT. TO STATION.
 LP0274'
 LP0274'STATION MARK--BRONZE TABLET STAMPED ---AJAX 1955--- SET IN AN 8 IN.
 LP0274'CONCRETE FILLED TILE PROJECTING 6 IN. ABOVE GROUND.
 LP0274'
 LP0274'REFERENCE MARK NO. 1--CHISELED CROSS 4 FT. ABOVE GROUND ON S. SIDE
 LP0274'OF SECOND CONCRETE POST S. OF GATE.  (NOT RECOVERED).
 LP0274'
 LP0274'REFERENCE MARK NO. 2--CHISELED CROSS 4 FT. ABOVE GROUND ON N. SIDE
 LP0274'OF CONCRETE POST.  (NOT RECOVERED).
 LP0274
 LP0274                          STATION RECOVERY (2013)
 LP0274
 LP0274'RECOVERY NOTE BY GEOCACHING 2013 (RLS)
 LP0274'RECOVERED IN GOOD CONDITION.
 LP0274
 LP0274                          STATION RECOVERY (2016)
 LP0274
 LP0274'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JEC)
 LP0274'STATION MARK RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1971
 LP0274'STATION RECOVERY. REFERENCE MARKS NO. 1 AND 2 WERE NOT RECOVERED.
 LP0274
 LP0274                          STATION RECOVERY (2021)
 LP0274
 LP0274'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (DP)
 LP0274'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0529 ***********************************************************************
 HM0529  DESIGNATION -  ALKALI
 HM0529  PID         -  HM0529
 HM0529  STATE/COUNTY-  UT/SAN JUAN
 HM0529  COUNTRY     -  US
 HM0529  USGS QUAD   -  BRADFORD CANYON (2017)
 HM0529
 HM0529                         *CURRENT SURVEY CONTROL
 HM0529  ______________________________________________________________________
 HM0529* NAD 83(1994) POSITION- 37 31 16.09646(N) 109 19 15.37993(W)   ADJUSTED
 HM0529* NAVD 88 ORTHO HEIGHT -  1743.7   (meters)     5721.    (feet) VERTCON3
 HM0529  ______________________________________________________________________
 HM0529  GEOID HEIGHT    -        -20.363 (meters)                     GEOID18
 HM0529  LAPLACE CORR    -          1.66  (seconds)                    DEFLEC18
 HM0529  HORZ ORDER      -  FIRST
 HM0529
 HM0529.The horizontal coordinates were established by classical geodetic methods
 HM0529.and adjusted by the National Geodetic Survey in November 1997.
 HM0529
 HM0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0529
 HM0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0529.GEOID18 height accuracy estimate available here.
 HM0529
 HM0529.Click photographs - Photos may exist for this station.
 HM0529
 HM0529.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0529
 HM0529. The following values were computed from the NAD 83(1994) position.
 HM0529
 HM0529;                    North         East     Units Scale Factor Converg.
 HM0529;SPC UT S     - 3,097,075.898   692,605.324   MT  0.99996177   +1 20 06.3
 HM0529;SPC UT S     -10,160,989.84  2,272,322.63   sFT  0.99996177   +1 20 06.3
 HM0529;UTM  12      - 4,154,010.795   648,376.027   MT  0.99987118   +1 01 22.2
 HM0529
 HM0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0529!SPC UT S     -   0.99972964  x   0.99996177  =   0.99969142
 HM0529!UTM  12      -   0.99972964  x   0.99987118  =   0.99960085
 HM0529
 HM0529:                Primary Azimuth Mark                     Grid Az
 HM0529:SPC UT S     -  ALKALI AZ MK                             173 06 31.7
 HM0529:UTM  12      -  ALKALI AZ MK                             173 25 15.8
 HM0529
 HM0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG4837654010(NAD 83)
 HM0529
 HM0529|---------------------------------------------------------------------|
 HM0529| PID    Reference Object                     Distance      Geod. Az  |
 HM0529|                                                           dddmmss.s |
 HM0529| CM6844 ALKALI RM 1                          13.363 METERS 05757     |
 HM0529| CM6845 ALKALI RM 2                          13.392 METERS 15658     |
 HM0529| CM6843 ALKALI AZ MK                                       1742638.0 |
 HM0529|---------------------------------------------------------------------|
 HM0529
 HM0529                          SUPERSEDED SURVEY CONTROL
 HM0529
 HM0529  NAD 83(1986)-  37 31 16.09017(N)    109 19 15.38315(W) AD(       ) 1
 HM0529  NAD 27      -  37 31 16.08880(N)    109 19 12.97227(W) AD(       ) 1
 HM0529  NGVD 29 (07/19/86) 1742.7    (m)         5718.     (f) VERT ANG       
 HM0529
 HM0529.Superseded values are not recommended for survey control.
 HM0529
 HM0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0529.See file dsdata.pdf to determine how the superseded data were derived.
 HM0529
 HM0529_MARKER: DD = SURVEY DISK
 HM0529_SETTING: 80 = SET IN A BOULDER
 HM0529_STAMPING: ALKALI 1954
 HM0529_MARK LOGO: USACE
 HM0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0529+STABILITY: SURFACE MOTION
 HM0529
 HM0529  HISTORY     - Date     Condition        Report By
 HM0529  HISTORY     - 1954     MONUMENTED       USACE
 HM0529  HISTORY     - 1972     GOOD             USACE
 HM0529
 HM0529                          STATION DESCRIPTION
 HM0529
 HM0529'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1972
 HM0529'THE STATION IS LOCATED ABOUT 23 MILES SOUTH OF MONTICELLO, 12
 HM0529'MILES SOUTHEAST OF BLANDING ON THE NORTH END OF A TIMBERED
 HM0529'(PINON TREES) RIDGE THAT RUNS ALONG THE WEST EDGE OF THE MESA
 HM0529'SEPARATING ALKALI AND MONTEZUMA CREEKS.
 HM0529'
 HM0529'TO REACH FROM THE POST OFFICE IN BLANDING, GO SOUTH ON
 HM0529'U.S. ROUTE 163 FOR 1.9 MILES.  TURN LEFT ON GOOD GRAVEL ROAD AND
 HM0529'GO EAST FOR 1.1 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH
 HM0529'FOR 2.3 MILES TO THE ANASAZI CLIFF DWELLINGS ON THE
 HM0529'LEFT.  CONTINUE SOUTHEASTERLY FOR 9.8 MILES TO A CATTLE
 HM0529'GUARD.  CONTINUE 0.7 MILE TO A CROSS TRAIL, TURN LEFT AND GO
 HM0529'NORTH ON TRAIL 0.1 MILE TO CREST OF A SMALL RISE AND AZIMUTH MARK
 HM0529'ON THE RIGHT.  CONTINUE NORTH FOR 0.7 MILE TO THE HIGHEST
 HM0529'POINT AND THE STATION, LOCATED 19 FEET WEST-SOUTHWEST OF THE
 HM0529'CENTERLINE OF TRAIL.
 HM0529'
 HM0529'STATION MARK--AN ALUMINUM TABLET SET IN A DRILL HOLE IN AN
 HM0529'OUTCROPPING BOULDER THAT PROJECTS 1.0 FEET ABOVE GROUND AND
 HM0529'MEASURES 4 FEET BY 3 FEET.  IT IS STAMPED--ALKALI 1954.
 HM0529'
 HM0529'REFERENCE MARK NO. 1--A CORPS OF ENGINEERS, U.S. ARMY DISK SET
 HM0529'IN A DRILL HOLE IN OUTCROPPING ROCK THAT IS FLUSH WITH THE
 HM0529'GROUND.  IT IS LOCATED 13.363 METERS NORTHEAST OF THE STATION
 HM0529'AND IS STAMPED--ALKALI RM 1 TPC 1972.
 HM0529'
 HM0529'REFERENCE MARK NO. 2--A CORPS OF ENGINEERS, U.S. ARMY DISK SET
 HM0529'IN A DRILL HOLE IN OUTCROPPING ROCK THAT IS FLUSH WITH THE
 HM0529'GROUND.  IT IS LOCATED 13.392 METERS SOUTH-SOUTHEAST OF THE
 HM0529'STATION AND IS STAMPED--ALKALI RM 2 TPC 1972.
 HM0529'
 HM0529'AZIMUTH MARK--A CORPS OF ENGINEERS, U.S. ARMY DISK SET IN A
 HM0529'12-INCH SQUARE CONCRETE POST THAT PROJECTS 0.2 FOOT ABOVE
 HM0529'GROUND.  IT IS LOCATED ABOUT 1.2 MILES SOUTH OF THE STATION ON A
 HM0529'SMALL RISE, 19 METERS EAST OF THE CENTERLINE OF TRAIL.  IT IS
 HM0529'STAMPED--ALKALI AZ. MK. TPC 1972.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0767 ***********************************************************************
 MS0767  DESIGNATION -  ALLEN ET
 MS0767  PID         -  MS0767
 MS0767  STATE/COUNTY-  UT/BOX ELDER
 MS0767  COUNTRY     -  US
 MS0767  USGS QUAD   -  TANGENT PEAK (2017)
 MS0767
 MS0767                         *CURRENT SURVEY CONTROL
 MS0767  ______________________________________________________________________
 MS0767* NAD 83(1994) POSITION- 41 23 27.17822(N) 113 07 56.37819(W)   ADJUSTED
 MS0767* NAVD 88 ORTHO HEIGHT -  1661.7   (meters)     5452.    (feet) VERTCON3
 MS0767  ______________________________________________________________________
 MS0767  GEOID HEIGHT    -        -16.410 (meters)                     GEOID18
 MS0767  LAPLACE CORR    -         -5.52  (seconds)                    DEFLEC18
 MS0767  HORZ ORDER      -  SECOND
 MS0767
 MS0767.The horizontal coordinates were established by classical geodetic methods
 MS0767.and adjusted by the National Geodetic Survey in November 1997.
 MS0767
 MS0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0767
 MS0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0767.GEOID18 height accuracy estimate available here.
 MS0767
 MS0767.Click photographs - Photos may exist for this station.
 MS0767
 MS0767.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0767
 MS0767. The following values were computed from the NAD 83(1994) position.
 MS0767
 MS0767;                    North         East     Units Scale Factor Converg.
 MS0767;SPC UT N     - 1,118,723.630   363,491.911   MT  0.99995982   -1 04 34.6
 MS0767;SPC UT N     - 3,670,345.78  1,192,556.38   sFT  0.99995982   -1 04 34.6
 MS0767;UTM  12      - 4,584,344.176   321,726.397   MT  0.99999114   -1 24 36.9
 MS0767
 MS0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0767!SPC UT N     -   0.99974200  x   0.99995982  =   0.99970183
 MS0767!UTM  12      -   0.99974200  x   0.99999114  =   0.99973314
 MS0767
 MS0767:                Primary Azimuth Mark                     Grid Az
 MS0767:SPC UT N     -  TERRACE                                  341 52 48.2
 MS0767:UTM  12      -  TERRACE                                  342 12 50.5
 MS0767
 MS0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL2172684344(NAD 83)
 MS0767
 MS0767|---------------------------------------------------------------------|
 MS0767| PID    Reference Object                     Distance      Geod. Az  |
 MS0767|                                                           dddmmss.s |
 MS0767| MS0768 TERRACE                             APPROX.10.7 KM 3404813.6 |
 MS0767|---------------------------------------------------------------------|
 MS0767
 MS0767                          SUPERSEDED SURVEY CONTROL
 MS0767
 MS0767  NAD 83(1986)-  41 23 27.16896(N)    113 07 56.36431(W) AD(       ) 2
 MS0767  NAD 27      -  41 23 27.43227(N)    113 07 53.40789(W) AD(       ) 2
 MS0767  NGVD 29 (07/19/86) 1660.7    (m)         5448.     (f) VERT ANG       
 MS0767
 MS0767.Superseded values are not recommended for survey control.
 MS0767
 MS0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0767.See file dsdata.pdf to determine how the superseded data were derived.
 MS0767
 MS0767_MARKER: DD = SURVEY DISK
 MS0767_SETTING: 66 = SET IN ROCK OUTCROP
 MS0767_STAMPING: ALLEN ET 1966
 MS0767_MARK LOGO: USGS
 MS0767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0767+STABILITY: POSITION/ELEVATION WELL
 MS0767
 MS0767  HISTORY     - Date     Condition        Report By
 MS0767  HISTORY     - 1966     MONUMENTED       USGS
 MS0767
 MS0767                          STATION DESCRIPTION
 MS0767
 MS0767'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JJR)
 MS0767'LOCATED ABOUT 58 MI. (AIRLINE) SW. OF BRIGHAM CITY.  ABOUT
 MS0767'25 MI. SSW. OF KELTON.  ABOUT 15 MI. NW. OF GUNNISON ISLAND.
 MS0767'ABOUT 8.5 MI. SW. OF DOLPHIN ISLAND.  ON THE E. SLOPE OF TERRACE
 MS0767'MOUNTAINS.  ON THE NORTHERN OF THREE SMALL TOPS.
 MS0767'
 MS0767'REACHED BY HELICOPTER.  STATION CAN BE REACHED BY TRUCK.
 MS0767'
 MS0767'STATION MARK--A STANDARD TABLET STAMPED ALLEN ET 1966 SET IN
 MS0767'ROCK OUTCROP.
 MS0767'
 MS0767'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0770 ***********************************************************************
 LO0770  DESIGNATION -  ALPINE
 LO0770  PID         -  LO0770
 LO0770  STATE/COUNTY-  UT/UTAH
 LO0770  COUNTRY     -  US
 LO0770  USGS QUAD   -  TIMPANOGOS CAVE (2017)
 LO0770
 LO0770                         *CURRENT SURVEY CONTROL
 LO0770  ______________________________________________________________________
 LO0770* NAD 83(1994) POSITION- 40 29 24.04612(N) 111 41 46.37769(W)   ADJUSTED
 LO0770* NAVD 88 ORTHO HEIGHT -  3384.9   (meters)    11105.    (feet) VERTCON3
 LO0770  ______________________________________________________________________
 LO0770  GEOID HEIGHT    -        -16.037 (meters)                     GEOID18
 LO0770  LAPLACE CORR    -         15.11  (seconds)                    DEFLEC18
 LO0770  HORZ ORDER      -  THIRD
 LO0770
 LO0770.The horizontal coordinates were established by classical geodetic methods
 LO0770.and adjusted by the National Geodetic Survey in November 1997.
 LO0770
 LO0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0770
 LO0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0770.GEOID18 height accuracy estimate available here.
 LO0770
 LO0770.Click photographs - Photos may exist for this station.
 LO0770
 LO0770.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0770
 LO0770. The following values were computed from the NAD 83(1994) position.
 LO0770
 LO0770;                    North         East     Units Scale Factor Converg.
 LO0770;SPC UT C     - 2,239,456.342   483,365.350   MT  0.99996412   -0 07 32.5
 LO0770;SPC UT C     - 7,347,283.02  1,585,841.15   sFT  0.99996412   -0 07 32.5
 LO0770;UTM  12      - 4,482,378.926   440,997.953   MT  0.99964285   -0 27 07.5
 LO0770
 LO0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0770!SPC UT C     -   0.99947181  x   0.99996412  =   0.99943595
 LO0770!UTM  12      -   0.99947181  x   0.99964285  =   0.99911485
 LO0770
 LO0770:                Primary Azimuth Mark                     Grid Az
 LO0770:SPC UT C     -  DRY CREEK                                263 29 44.2
 LO0770:UTM  12      -  DRY CREEK                                263 49 19.2
 LO0770
 LO0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4099782378(NAD 83)
 LO0770
 LO0770|---------------------------------------------------------------------|
 LO0770| PID    Reference Object                     Distance      Geod. Az  |
 LO0770|                                                           dddmmss.s |
 LO0770| LO0801 DRY CREEK                           APPROX. 5.7 KM 2632211.7 |
 LO0770|---------------------------------------------------------------------|
 LO0770
 LO0770                          SUPERSEDED SURVEY CONTROL
 LO0770
 LO0770  NAD 83(1993)-  40 29 24.04673(N)    111 41 46.37621(W) AD(       ) 3
 LO0770  NAD 83(1986)-  40 29 24.03438(N)    111 41 46.36898(W) AD(       ) 3
 LO0770  NAD 27      -  40 29 24.20450(N)    111 41 43.65175(W) AD(       ) 3
 LO0770  NGVD 29 (07/19/86) 3383.5    (m)        11101.     (f) VERT ANG       
 LO0770
 LO0770.Superseded values are not recommended for survey control.
 LO0770
 LO0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0770.See file dsdata.pdf to determine how the superseded data were derived.
 LO0770
 LO0770_MARKER: DD = SURVEY DISK
 LO0770_SETTING: 66 = SET IN ROCK OUTCROP
 LO0770_STAMPING: ALPINE 1946
 LO0770_MARK LOGO: USGS
 LO0770_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0770+STABILITY: POSITION/ELEVATION WELL
 LO0770
 LO0770  HISTORY     - Date     Condition        Report By
 LO0770  HISTORY     - 1946     MONUMENTED       USGS
 LO0770  HISTORY     - 1954     GOOD             USGS
 LO0770
 LO0770                          STATION DESCRIPTION
 LO0770
 LO0770'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 LO0770'LOCATED ABOUT 4.0 MI. E. AND 3.0 MI. N. OF VILLAGE OF ALPINE, ON
 LO0770'HIGHEST POINT OF A PROMINIENT PEAK KNOWN AS ALPINE PEAK OR BY SOME, AS
 LO0770'BOXELDER PEAK.  ---CAN BE REACHED PART WAY BY HORSEBACK FROM ALPINE
 LO0770'VILLAGE BY TAKING TRAIL UP DRY CREEK TO A SADDLE IN MAIN RIDGE AND
 LO0770'ABOUT 1.0 MI. N. OF PEAK.  FROM HERE IT WOULD BE PRECARIOUS TO TAKE
 LO0770'HORSES NEARER TO PEAK, AS IT IS STEEP AND ROCKY WITH NO TRAIL.  HORSES
 LO0770'CAN ALSO BE RIDDEN OVER A TRAIL COMING FROM N. FORK OF AMERICAN FORK
 LO0770'CANYON ON THE E. TO THE ABOVE MENTIONED SADDLE.  THE LATTER IS A
 LO0770'SHORTER TRIP FROM A RD. TO REACH BY TRUCK AND ON FOOT FROM PLEASANT
 LO0770'GROVE, TAKE RD. UP AMERICAN FORK CANYON AND GO 9.9 MI. TO FORKS, TURN
 LO0770'LEFT AND TAKE RD. UP NORTH FORK FOR 2.25 MI. TO A LARGE ORE BIN, TURN
 LO0770'LEFT AND GO 0.75 MI. TO FORKS, KEEP STRAIGHT AHEAD AND GO 0.1 MI. TO A
 LO0770'DIM RD. RIGHT, FOLLOW STEEP RD. FOR OVER A MILE AND TO ITS END AT AN
 LO0770'OLD MINE.  ON FOOT CLIMB STEEP SLOPE TO N. FOR ABOUT 200 YARDS TO
 LO0770'INTERSECTION WITH A GOOD TRAIL, FOLLOW TRAIL UP MOUNTAIN IN A WESTERLY
 LO0770'DIRECTION TO SADDLE MENTIONED IN EARLIER PART OF DESCRIPTION AND TO N.
 LO0770'OF PEAK, FROM HERE FOLLOW RIDGE S. TO PEAK.  A 5 HOUR CLIMB FROM END
 LO0770'OF RD.
 LO0770'
 LO0770'STATION MARK - STANDARD TABLET STAMPED ---ALPINE 1946---, CEMENTED IN
 LO0770'BEDROCK.
 LO0770'
 LO0770'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET CEMENTED IN
 LO0770'BEDROCK, 51.40 FT. FROM STATION MARK, N 47 DEG 40 MIN E.
 LO0770'
 LO0770'REFERENCE MARK NO.2 - CHISLED CROSS ON BEDROCK, 18.97 FT. FROM STATION
 LO0770'MARK, S 45 DEG 56 MIN E.
 LO0770
 LO0770                          STATION RECOVERY (1954)
 LO0770
 LO0770'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LO0770'ALL MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0565 ***********************************************************************
 HO0565  DESIGNATION -  ALTON
 HO0565  PID         -  HO0565
 HO0565  STATE/COUNTY-  UT/KANE
 HO0565  COUNTRY     -  US
 HO0565  USGS QUAD   -  ALTON (2017)
 HO0565
 HO0565                         *CURRENT SURVEY CONTROL
 HO0565  ______________________________________________________________________
 HO0565* NAD 83(1994) POSITION- 37 29 09.69198(N) 112 26 50.36024(W)   ADJUSTED
 HO0565* NAVD 88 ORTHO HEIGHT -  2597.    (meters)     8520.    (feet) SCALED
 HO0565  ______________________________________________________________________
 HO0565  GEOID HEIGHT    -        -20.663 (meters)                     GEOID18
 HO0565  LAPLACE CORR    -          0.94  (seconds)                    DEFLEC18
 HO0565  HORZ ORDER      -  FIRST
 HO0565
 HO0565.The horizontal coordinates were established by classical geodetic methods
 HO0565.and adjusted by the National Geodetic Survey in November 1997.
 HO0565
 HO0565.The orthometric height was scaled from a topographic map.
 HO0565
 HO0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0565.GEOID18 height accuracy estimate available here.
 HO0565
 HO0565.Click photographs - Photos may exist for this station.
 HO0565
 HO0565.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0565
 HO0565. The following values were computed from the NAD 83(1994) position.
 HO0565
 HO0565;                    North         East     Units Scale Factor Converg.
 HO0565;SPC UT S     - 3,091,359.262   416,221.384   MT  0.99996475   -0 34 49.5
 HO0565;SPC UT S     -10,142,234.51  1,365,552.99   sFT  0.99996475   -0 34 49.5
 HO0565;UTM  12      - 4,149,774.621   372,043.675   MT  0.99980168   -0 52 51.3
 HO0565
 HO0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0565!SPC UT S     -   0.99959581  x   0.99996475  =   0.99956058
 HO0565!UTM  12      -   0.99959581  x   0.99980168  =   0.99939757
 HO0565
 HO0565:                Primary Azimuth Mark                     Grid Az
 HO0565:SPC UT S     -  ASAY                                     350 33 49.9
 HO0565:UTM  12      -  ASAY                                     350 51 51.7
 HO0565
 HO0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG7204349774(NAD 83)
 HO0565
 HO0565|---------------------------------------------------------------------|
 HO0565| PID    Reference Object                     Distance      Geod. Az  |
 HO0565|                                                           dddmmss.s |
 HO0565| CH2197 ALTON RM 1                           10.327 METERS 23834     |
 HO0565| CH2196 ALTON AZ MK                                        2750926.5 |
 HO0565| CH2198 ALTON RM 2                            5.649 METERS 32144     |
 HO0565| HO0530 ASAY                                APPROX.12.2 KM 3495900.4 |
 HO0565|---------------------------------------------------------------------|
 HO0565
 HO0565                          SUPERSEDED SURVEY CONTROL
 HO0565
 HO0565  NAD 83(1986)-  37 29 09.68967(N)    112 26 50.35969(W) AD(       ) 1
 HO0565  NAD 27      -  37 29 09.75300(N)    112 26 47.61400(W) AD(       ) 1
 HO0565
 HO0565.Superseded values are not recommended for survey control.
 HO0565
 HO0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0565.See file dsdata.pdf to determine how the superseded data were derived.
 HO0565
 HO0565_MARKER: DS = TRIANGULATION STATION DISK
 HO0565_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HO0565_STAMPING: ALTON 1938
 HO0565_MARK LOGO: CGS
 HO0565_PROJECTION: PROJECTING 9 CENTIMETERS
 HO0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0565
 HO0565  HISTORY     - Date     Condition        Report By
 HO0565  HISTORY     - 1938     MONUMENTED       CGS
 HO0565  HISTORY     - 1971     GOOD             USGS
 HO0565
 HO0565                          STATION DESCRIPTION
 HO0565
 HO0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0565'STATION IS ON THE SSW END OF A PROMINENT HIGH RIDGE THAT EXTENDS
 HO0565'SSW FROM THE HIGHER PAUNSAUGUNT PLATEAU.  THE RIDGE DIVIDES AND
 HO0565'BECOMES LOWER, JUST SSW OF THE STATION.  ONE FORK OF THE RIDGE
 HO0565'GOING SSE TOWARDS ALTON, THE OTHER SW TO A TIMBERED POINT ABOUT
 HO0565'1-1/2 MILES AWAY.  THE TOP OF THE RIDGE IS BARE EXCEPT FOR SMALL
 HO0565'BRUSH.  THERE IS AN E TO W FENCE ABOUT 100 YARDS SOUTH OF THE
 HO0565'STATION.  IT IS 4 MILES NE OF ALTON AND 11 MILES S OF HATCH.
 HO0565'
 HO0565'SURFACE MARK AND REFERENCE MARK NO. 2 ARE STANDARD BRONZE DISKS
 HO0565'EMBEDDED IN THE GROUND.
 HO0565'REFERENCE MARK NO. 1 AND AZIMUTH MARK ARE STANDARD BRONZE DISKS
 HO0565'SET IN BOULDERS.
 HO0565'
 HO0565'REACHED FROM GLENDALE AS FOLLOWS--GO N ON U.S. 89 FOR 14.5 MILES
 HO0565'TO LONG VALLEY JUNCTION, THE JUNCTION OF UTAH 14, CONTINUE
 HO0565'N ON 89 FOR 3.3 MILES TO THE COUNTY LINE (GARFIELD-KANE), THEN
 HO0565'CONTINUE N ON THE HIGHWAY 1.6 MILES TO A ROAD TO THE RIGHT, JUST
 HO0565'PAST LOG HOUSE ON THE LEFT.  TURN RIGHT (E) AND GO 0.15 MILE,
 HO0565'TURN RIGHT (S), JUST ACROSS BRIDGE AND GO 0.45 MILE, BEAR LEFT
 HO0565'UP A DRAW ON THE MAIN TRAVELED ROAD SE AND GO 1.1 MILES,
 HO0565'PASSING A SHEEP PEN ON THE RIGHT, CONTINUE 0.2 MILE AND TAKE
 HO0565'RIGHT FORK, MAIN BLADED ROAD, GO 0.3 MILE AND CROSS BRIDGE,
 HO0565'CONTINUE 1.7 MILES TO OLD RANCH, STRAIGHT AHEAD, THROUGH
 HO0565'THE CORRAL, AND GO 1.3 MILES TO ANOTHER GATE, CONTINUE SE
 HO0565'0.65 MILE AND TAKE RIGHT FORK, TRACK ROAD (THE LEFT FORK GOES
 HO0565'TO THE LUMBER MILL WHICH IS VISIBLE).  GO 0.25 MILE AND TAKE
 HO0565'RIGHT FORK, BEAR LEFT UP DRAW, THROUGH THE TIMBER ON THE
 HO0565'LOGGING ROAD FOR 0.8 MILE TO ITS END.  FROM HERE THE STATION
 HO0565'LIES SSE ABOUT 0.6 MILE.  PACK SE UP THE DRAW TO THE TOP OF
 HO0565'THE RIDGE, IN A SADDLE, THEN S ALONG TOP OF RIDGE TO STATION.
 HO0565'IT IS 20 MINUTE PACK.
 HO0565'
 HO0565'THE AZIMUTH MARK IS W ABOUT 0.6 MILE, ON THE FLAT PLATEAU ABOUT
 HO0565'300 FEET LOWER THAN THE STATION, AND IS ABOUT 75 YARDS N OF
 HO0565'A SMALL DRAW AND ABOUT 100 YARDS EAST OF A N AND S FENCE.
 HO0565'
 HO0565'THE STATION POINT IS VISIBLE FROM LONG VALLEY JUNCTION FROM
 HO0565'WHERE IT LIES ABOUT 4 MILES.
 HO0565'
 HO0565'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 HO0565
 HO0565                          STATION RECOVERY (1971)
 HO0565
 HO0565'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HO0565'INSTRUMENT STAND 3.8 FT ABOVE STATION MARK.
 HO0565'
 HO0565'STATION MARK AND REFERENCE MARK NO. 1 FOUND IN GOOD CONDITION.
 HO0565'REFERENCE MARK NO. 2 NOT FOUND.  NEW TO REACH FOLLOWS--
 HO0565'
 HO0565'TO REACH FROM THE U.S. POST OFFICE IN ALTON, UTAH.  DRIVE 0.1 MI
 HO0565'S. TO AN INTERSECTION.  TURN LEFT FOR 0.4 MI TO A RD. JCT.
 HO0565'GO STRAIGHT AHEAD ON LOWER KANAB RD. FOR 1.8 MI TO A T-JCT.
 HO0565'TURN LEFT ON A ROUGH RD. JUST BEFORE A GROVE ON SILVER MAPLES.
 HO0565'FOLLOW THE MAIN-TRAVELED RD. 0.5 MI TO A FORK.  GO LEFT ON
 HO0565'MAIN RD. 1.6 MI TO A FORK.  CONTINUE LEFT ON MAIN RD. 0.5 MI TO
 HO0565'TOP OF SADDLE AND RD. FKS.  TURN RIGHT ON MAIN RD. FOR 1.1 MI
 HO0565'TO DIM Y-RD. FK.  TURN RIGHT OFF MAIN RD. FOR 0.4 MI TO CLEAR
 HO0565'TOP WITH CAIRN, SMALL BUILDING, AND STATION MARK.
 HO0565'
 HO0565'STATION MARK--A STANDARD C AND GS BRONZE TABLET STAMPED ALTON 1938
 HO0565'ON A 2 INCH IRON PIPE PROJECTING 0.3 FT ABOVE GROUND.
 HO0565'
 HO0565'REFERENCE MARK NO. 1--A STANDARD C AND GS BRONZE TABLET STAMPED ALTON
 HO0565'NO 1 1938, CEMENTED INTO A SANDSTONE BOULDER PROJECTING 0.1 FT
 HO0565'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1084 ***********************************************************************
 LO1084  DESIGNATION -  ALTONAH
 LO1084  PID         -  LO1084
 LO1084  STATE/COUNTY-  UT/DUCHESNE
 LO1084  COUNTRY     -  US
 LO1084  USGS QUAD   -  ALTONAH (2017)
 LO1084
 LO1084                         *CURRENT SURVEY CONTROL
 LO1084  ______________________________________________________________________
 LO1084* NAD 83(1994) POSITION- 40 29 22.49364(N) 110 17 40.81045(W)   ADJUSTED
 LO1084* NAVD 88 ORTHO HEIGHT -  2463.7   (meters)     8083.    (feet) VERTCON3
 LO1084  ______________________________________________________________________
 LO1084  GEOID HEIGHT    -        -14.952 (meters)                     GEOID18
 LO1084  LAPLACE CORR    -         -6.90  (seconds)                    DEFLEC18
 LO1084  HORZ ORDER      -  FIRST
 LO1084
 LO1084.The horizontal coordinates were established by classical geodetic methods
 LO1084.and adjusted by the National Geodetic Survey in November 1997.
 LO1084
 LO1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1084
 LO1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1084.GEOID18 height accuracy estimate available here.
 LO1084
 LO1084.Click photographs - Photos may exist for this station.
 LO1084
 LO1084.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1084
 LO1084. The following values were computed from the NAD 83(1994) position.
 LO1084
 LO1084;                    North         East     Units Scale Factor Converg.
 LO1084;SPC UT C     - 2,240,078.717   602,182.201   MT  0.99996404   +0 46 19.6
 LO1084;SPC UT C     - 7,349,324.92  1,975,659.44   sFT  0.99996404   +0 46 19.6
 LO1084;UTM  12      - 4,482,337.192   559,774.852   MT  0.99964398   +0 27 28.8
 LO1084
 LO1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1084!SPC UT C     -   0.99961601  x   0.99996404  =   0.99958007
 LO1084!UTM  12      -   0.99961601  x   0.99964398  =   0.99926013
 LO1084
 LO1084:                Primary Azimuth Mark                     Grid Az
 LO1084:SPC UT C     -  ALTONAH AZ MK                            165 52 06.1
 LO1084:UTM  12      -  ALTONAH AZ MK                            166 10 56.9
 LO1084
 LO1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK5977482337(NAD 83)
 LO1084
 LO1084|---------------------------------------------------------------------|
 LO1084| PID    Reference Object                     Distance      Geod. Az  |
 LO1084|                                                           dddmmss.s |
 LO1084| LO1083 ALTONAH M                             3.033 METERS 09150     |
 LO1084| CP5254 ALTONAH RM 2                         13.708 METERS 16424     |
 LO1084| CP5252 ALTONAH AZ MK                                      1663825.7 |
 LO1084| CP5253 ALTONAH RM 1                         12.290 METERS 24047     |
 LO1084|---------------------------------------------------------------------|
 LO1084
 LO1084                          SUPERSEDED SURVEY CONTROL
 LO1084
 LO1084  NAD 83(1993)-  40 29 22.49278(N)    110 17 40.81067(W) AD(       ) 1
 LO1084  NAD 83(1986)-  40 29 22.47453(N)    110 17 40.79914(W) AD(       ) 1
 LO1084  NAD 27      -  40 29 22.65620(N)    110 17 38.21970(W) AD(       ) 1
 LO1084  NGVD 29 (07/19/86) 2462.2    (m)         8078.     (f) VERT ANG       
 LO1084
 LO1084.Superseded values are not recommended for survey control.
 LO1084
 LO1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1084.See file dsdata.pdf to determine how the superseded data were derived.
 LO1084
 LO1084_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LO1084_SETTING: 80 = SET IN A BOULDER
 LO1084
 LO1084  HISTORY     - Date     Condition        Report By
 LO1084  HISTORY     - 1936     MONUMENTED       CGS
 LO1084  HISTORY     - 1946     GOOD             CGS
 LO1084  HISTORY     - 1961     GOOD             CGS
 LO1084  HISTORY     - 1962     GOOD             CGS
 LO1084  HISTORY     - 1963     GOOD             USGS
 LO1084
 LO1084                          STATION DESCRIPTION
 LO1084
 LO1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 LO1084'ON UINTAH-OURAY INDIAN RESERVATION, 5-1/4 MILES NORTH-NORTHEAST
 LO1084'OF TOWN OF ALTONAH, IN NORTHEASTERN PART OF T. 1 S., R. 4 W.,
 LO1084'ON EASTERLY ONE OF TWO BARE RIDGES.  STATION ALTONAH (U.S.G.S.)
 LO1084'IS IN PARTIALLY TORN-DOWN CAIRN, 3.103 METERS (10.18 FEET) (SLOPE
 LO1084'DISTANCE) FROM STATION S 88 DEG 13 MIN E.  TO REACH FROM
 LO1084'ALTONAH--GO NORTH ON ROAD WHICH PASSES THROUGH WEST EDGE
 LO1084'OF TOWN 1.1 MILES TO CROSSROAD.  THIS ROAD CROSSES IRRIGATION
 LO1084'DITCH ON BRIDGE JUST AS IT LEAVES VILLAGE.  CONTINUE STRAIGHT
 LO1084'AHEAD (NORTH) FROM CROSSROADS 1.1 MILES TO WHERE ROAD FORKS
 LO1084'JUST AFTER CROSSING IRRIGATION DITCH.  FORD DITCH AND TURN
 LO1084'SHARPLY TO LEFT AND GO 0.55 MILE ON TRACK ROAD TO DIM
 LO1084'FORKS.  KEEP TO RIGHT AND GO NORTHWEST AND NORTH UP VALLEY
 LO1084'1.85 MILES TO INTERSECTION WITH GRADED ROAD COMING DOWN HILL
 LO1084'FROM RIGHT.  THERE IS DIRT TANK AND STOCKYARD HERE.  TURN
 LO1084'RIGHT ONTO GRADED ROAD, GO UP RIDGE, AND THENCE NORTHEAST
 LO1084'TOTAL OF 0.75 MILE TO ROCK CAIRN ON LEFT OF ROAD AND
 LO1084'AZIMUTH MARK.  FROM THIS POINT STATION RIDGE CAN BE SEEN
 LO1084'NORTHWEST.  STATION HUMP IS JUST TO LEFT OF MORE DISTANT
 LO1084'HUMP, WHICH APPEARS FROM HERE TO BE HIGHEST HUMP, BUT IS
 LO1084'NOT.  CONTINUE ON MAIN GRADED ROAD TO POINT ABOUT 0.1
 LO1084'MILE BEYOND CURVE WHERE TELEPHONE LINE CROSSES ROAD,
 LO1084'ABOUT 1/2 MILE FROM AZIMUTH MARK.  HERE TRACK ROAD TURNS
 LO1084'OFF TO LEFT AND GOES TOWARD STATION RIDGE.  FOLLOW TRACK
 LO1084'ROAD ABOUT 0.3 MILE, LEAVE ROAD, AND PROCEED WESTWARD
 LO1084'THROUGH SAGEBRUSH TO FOOT OF RIDGE.  CLIMB RIDGE TO WEST
 LO1084'TO TOP AND STATION.
 LO1084'
 LO1084'MARK IS STANDARD DISK IN BOULDER.
 LO1084'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN
 LO1084'BOULDERS.  REFERENCE MARK NO. 1 IN BOULDER ABOUT 18
 LO1084'INCHES IN DIAMETER, AND 12.385 METERS (40.63 FEET) (SLOPE
 LO1084'DISTANCE) WEST OF STATION S 60 DEG 47 MIN W.  NO. 2
 LO1084'IS IN BOULDER 15 INCHES IN DIAMETER, 43.20 FEET SOUTH OF
 LO1084'ALTONAH (U.S.G.S.) AND 13.730 METERS (45.05 FEET) (SLOPE
 LO1084'DISTANCE) FROM STATION S 15 DEG 36 MIN EN.  DISTANCE
 LO1084'BETWEEN REFERENCE MARKS IS 52.97 FEET (SLOPE DISTANCE).  AZIMUTH
 LO1084'MARK IS ON ROAD TO STATION, IN BOULDER NEARLY FLUSH
 LO1084'WITH GROUND, 60 FEET WEST OF CENTER LINE OF NORTH-SOUTH GRADED
 LO1084'ROAD, 47-1/2 FEET WEST OF ROCK CAIRN, AND ABOUT 1-1/4 MILES
 LO1084'SOUTHEAST OF STATION S 13 DEG 22 MIN E.
 LO1084'
 LO1084'FOLLOWING DISTANCES AND BEARINGS ARE FROM
 LO1084'STATION--ALTONAH, CREAMERY, SLIM BLACK STACK, 5-1/4 MILES,
 LO1084'S 0 DEG 07 MIN E.  MOUNTAIN HOME, SCHOOL CHIMNEY, 7
 LO1084'MILES, S 37 DEG 11 MIN W.  KINGS PEAK, CAIRN, 20 MILES.
 LO1084'N 01 DEG 47 MIN W.  MT. EMMONS, CAIRN, 16 MILES,
 LO1084'N 06 DEG 17 MIN E.
 LO1084
 LO1084                          STATION RECOVERY (1946)
 LO1084
 LO1084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1084'THE STATION AND ALL REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 LO1084'AND AS PREVIOUSLY DESCRIBED.  THE STATION IS LOCATED ON THE
 LO1084'UINTAH-OURAY INDIAN RESERVATION, ABOUT 8 MILES AIR LINE
 LO1084'NORTHEAST OF STORE AND POST OFFICE AT MOUNTAIN HOME, ABOUT
 LO1084'6 MILES AIR LINE NORTH OF THE VILLAGE OF ALTONAH, ON THE
 LO1084'WESTERLY OF TWO BARE RIDGES, ON AN OPEN NORTH-SOUTH RIDGE, 10
 LO1084'FEET WEST OF PARTIALLY TORN DOWN ROCK CAIRN, SET IN OUTCROPPING
 LO1084'BEDROCK WHICH PROJECTS 2 INCHES AND IS STAMPED--ALTONAH 1936.
 LO1084'
 LO1084'REFERENCE MARK NO. 1 IS WEST OF AND APPROXIMATELY 30 INCHES
 LO1084'LOWER THAN STATION, SET IN A BOULDER WHICH PROJECTS 1 INCH
 LO1084'AND IS STAMPED--ALTONAH NO 1 1936.
 LO1084'
 LO1084'REFERENCE MARK NO. 2 IS SOUTH OF AND APPROXIMATELY 6 FEET LOWER
 LO1084'THAN STATION, SET IN A BOULDER WHICH PROJECTS 10 INCHES AND
 LO1084'IS STAMPED--ALTONAH NO 2 1936.
 LO1084'
 LO1084'THE AZIMUTH MARK IS SOUTH OF THE STATION APPROXIMATELY 0.3
 LO1084'MILE AIRLINE, 19 PACES WEST OF CENTER LINE OF ROAD, SET
 LO1084'IN A BOULDER WHICH PROJECTS 4 INCHES AND IS STAMPED--ALTONAH
 LO1084'1936.
 LO1084'
 LO1084'A U.S. GEOLOGICAL SURVEY BENCH MARK IS 10 FEET EAST OF AND
 LO1084'APPROXIMATELY 2 FEET HIGHER THAN THE STATION, SET IN A LARGE
 LO1084'BOULDER WHICH PROJECTS 2 FEET AND IS STAMPED--ALTONAH M 1934.
 LO1084'
 LO1084'TO REACH FROM ALTONAH, GO NORTH ON GRADED ROAD FOR 2.15 MILES
 LO1084'TO CATTLE GUARD AND CANAL, ALSO INTERSECTION OF FOUR ROADS
 LO1084'JUST AFTER FORDING CANAL.  TAKE SECOND ROAD FROM LEFT AND
 LO1084'CONTINUE NORTHWEST AND NORTH FOLLOWING MAIN TRACK ROAD FOR
 LO1084'0.7 MILE TO FORK.  TAKE RIGHT ROAD FOR 1.95 MILES TO A GRADED
 LO1084'ROAD LEADING DOWN FROM THE RIGHT.  TURN SHARP RIGHT (NE) AND
 LO1084'GO 2.35 MILES TO A TRIANGLE BLAZED TELEPHONE POLE ON LEFT.
 LO1084'(THE STATION CAN BE SEEN FROM A POINT SHORTLY BEFORE REACHING
 LO1084'BLAZED TELEPHONE POLE).  TURN LEFT LEAVING MAIN TRAVELED ROAD
 LO1084'AND CONTINUE WEST ACROSS OPEN COUNTRY FOR 0.7 MILE TO FOOT
 LO1084'OF HILL WHICH IS THE SECOND HILL TO BE SEEN FROM THE ROAD.
 LO1084'CONTINUE TO TOP OF HILL AND STATION SITE.  A DRIVE STATION FOR A
 LO1084'FOUR WHEEL DRIVE VEHICLE.
 LO1084'
 LO1084'OBSERVATIONS MADE FROM A 1.3 METER TRIPOD.
 LO1084
 LO1084                          STATION RECOVERY (1961)
 LO1084
 LO1084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RLG)
 LO1084'STATION AND MARKS WERE FOUND AS DESCRIBED IN GOOD CONDITION.
 LO1084
 LO1084                          STATION RECOVERY (1962)
 LO1084
 LO1084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO1084'THE STATION MARK, REFERENCE MARKS 1, 2, THE AZIMUTH MARK AND
 LO1084'THE GEOLOGICAL SURVEY MARK WERE RECOVERED.  FOLLOWING IS A
 LO1084'COMPLETE NEW DESCRIPTION.
 LO1084'
 LO1084'THE STATION IS ABOUT 8 MILES NORTHEAST OF MOUNTAIN HOME, 6 MILES
 LO1084'NORTH OF ALTONAH, ON THE HIGHEST POINT OF A ROCK AND BRUSH
 LO1084'COVERED RIDGE THAT EXTENDS NORTH AND SOUTH.
 LO1084'
 LO1084'TO REACH THE STATION FROM THE CONOCO SERVICE STATION IN ALTONAH,
 LO1084'GO NORTH FOR 0.1 MILE TO THE END OF THE PAVED ROAD AND A
 LO1084'SIDE ROAD ON THE LEFT.  CONTINUE NORTH FOR 1.0 MILE TO A
 LO1084'CROSSROADS.  CONTINUE NORTH FOR 1.0 MILE TO A BRIDGE SPANNING
 LO1084'A CANAL AND A 4-WAY FORK.  TAKE THE SECOND ROAD FROM THE LEFT
 LO1084'AND CONTINUE FOR 1.1 MILES TO ANOTHER BRIDGE SPANNING A CANAL.
 LO1084'CROSS THE BRIDGE AND CONTINUE FOR 1.65 MILES TO A DIAGONAL
 LO1084'CROSSROADS.  TURN SHARP RIGHT AND GO UP GRADE FOR 0.4 MILE
 LO1084'TO A CATTLE GUARD AT THE TOP OF A HILL.  CROSS THE CATTLE
 LO1084'GUARD AND CONTINUE FOR 0.65 MILE TO A CAIRN, A LARGE BOULDER
 LO1084'AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHERLY FOR
 LO1084'1.4 MILES TO A DIM SIDE ROAD ON THE LEFT.  TURN SHARP LEFT
 LO1084'AND GO WESTERLY FOR 0.3 MILE.  AT THIS POINT LEAVE THE TRACK
 LO1084'ROAD AND GO ACROSS COUNTRY, NORTHWEST, FOR 0.5 MILE TO THE
 LO1084'STATION.  A 4-WHEEL DRIVE VEHICLE NEEDED FOR THE LAST 0.5
 LO1084'OF A MILE.
 LO1084'
 LO1084'THE STATION MARK IS A STANDARD DISK, STAMPED ALTONAH 1936,
 LO1084'CEMENTED IN A DRILL HOLE IN A 2 BY 2-1/2 FOOT ROCK OUTCROP
 LO1084'PROJECTING 3 INCHES.
 LO1084'
 LO1084'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALTONAH NO 1 1936,
 LO1084'CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT BOULDER PROJECTING
 LO1084'1 FOOT.  IT IS ABOUT 6 FEET LOWER THAN THE STATION.
 LO1084'
 LO1084'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALTONAH NO 2 1936,
 LO1084'CEMENTED IN A DRILL HOLE IN A 2-1/2 BY 3 FOOT ROCK OUTCROP
 LO1084'PROJECTING 1 FOOT.  IT IS AT ABOUT THE SAME ELEVATION AS
 LO1084'THE STATION.
 LO1084'
 LO1084'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ALTONAH 1936,
 LO1084'CEMENTED IN A DRILL HOLE IN A 1 BY 2 FOOT ROCK OUTCROP PROJECTING
 LO1084'2 INCHES.  IT IS 3.3 FEET WEST OF A WITNESS POST, 64.5 FEET
 LO1084'WEST OF THE CENTERLINE OF THE ROAD AND 42 FEET WEST OF A CAIRN.
 LO1084'
 LO1084'ALTONAH (USGS) IS A UNITED STATES GEOLOGICAL SURVEY BRONZE
 LO1084'DISK, STAMPED ALTONAH M 1934, CEMENTED IN A DRILL HOLE IN
 LO1084'A 3 BY 4 FOOT BOULDER PROJECTING 3 FEET.  IT IS 3 FEET HIGHER
 LO1084'THAN THE STATION.  THE 1962 MEASUREMENT AGREED WITH THE 1946
 LO1084'MEASUREMENT BY 3 MILLIMETERS.  THE 1962 MEASUREMENT FAILED
 LO1084'TO AGREE WITH THE 1936 MEASUREMENT BY 67 MILLIMETERS.
 LO1084
 LO1084                          STATION RECOVERY (1963)
 LO1084
 LO1084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LO1084'RECOVERED AS DESCRIBED, EXCEPT AS FOLLOWS--1.  R.M. 1 IS APPROX.
 LO1084'6 FT. LOWER THAN STATION, NOT 30 INCHES.  R.M. 2 IS APPROX.
 LO1084'30 INCHES LOWER THAN STATION, NOT 6 FT.
 LO1084'
 LO1084'2.  NEW ROUTE DESCRIPTION FOLLOWS--TO REACH STATION FROM ALTONAH,
 LO1084'GO N ON GRADED RD. FOR 2.55 MI. TO INTERSECTION OF FOUR ROADS
 LO1084'JUST AFTER PASSING OVER CANAL BRIDGE.  TAKE SECOND RD. FROM
 LO1084'LEFT AND CONTINUE NW AND N FOLLOWING MAIN TRACK RD. 0.7 MI.
 LO1084'TO FORK.  TAKE RIGHT FORK 1.9 MI. TO A GRADED RD. LEADING
 LO1084'DOWN FROM RIGHT.  TURN SHARP RIGHT AND GO 2.3 MI. TO DIM
 LO1084'TRACK RD. ANGELING IN FROM LEFT.  TURN SHARP LEFT AND FOLLOW
 LO1084'TRACK RD. 0.3 MI.  TURN RIGHT AND GO ACROSS COUNTRY (MIGHT
 LO1084'BE DIM TRACKS) 0.2 MI. TO BASE OF HILLS AND END OF TRUCK
 LO1084'TRAVEL.  CLIMB NW TO HIGH POINT OF RIDGE AND STATION - A
 LO1084'15 MINUTE PACK.  FOUR WHEEL DRIVE VEHICLES HAVE BEEN USED
 LO1084'FROM THIS POINT TO STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1083 ***********************************************************************
 LO1083  DESIGNATION -  ALTONAH M
 LO1083  PID         -  LO1083
 LO1083  STATE/COUNTY-  UT/DUCHESNE
 LO1083  COUNTRY     -  US
 LO1083  USGS QUAD   -  ALTONAH (2017)
 LO1083
 LO1083                         *CURRENT SURVEY CONTROL
 LO1083  ______________________________________________________________________
 LO1083* NAD 83(1994) POSITION- 40 29 22.49050(N) 110 17 40.68173(W)   ADJUSTED
 LO1083* NAVD 88 ORTHO HEIGHT -  2464.    (meters)     8084.    (feet) SCALED
 LO1083  ______________________________________________________________________
 LO1083  GEOID HEIGHT    -        -14.953 (meters)                     GEOID18
 LO1083  LAPLACE CORR    -         -6.91  (seconds)                    DEFLEC18
 LO1083  HORZ ORDER      -  FIRST
 LO1083
 LO1083.The horizontal coordinates were established by classical geodetic methods
 LO1083.and adjusted by the National Geodetic Survey in November 1997.
 LO1083
 LO1083.The orthometric height was scaled from a topographic map.
 LO1083
 LO1083.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1083.GEOID18 height accuracy estimate available here.
 LO1083
 LO1083.Click photographs - Photos may exist for this station.
 LO1083
 LO1083.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1083
 LO1083. The following values were computed from the NAD 83(1994) position.
 LO1083
 LO1083;                    North         East     Units Scale Factor Converg.
 LO1083;SPC UT C     - 2,240,078.661   602,185.234   MT  0.99996404   +0 46 19.7
 LO1083;SPC UT C     - 7,349,324.74  1,975,669.39   sFT  0.99996404   +0 46 19.7
 LO1083;UTM  12      - 4,482,337.119   559,777.883   MT  0.99964398   +0 27 28.9
 LO1083
 LO1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1083!SPC UT C     -   0.99961604  x   0.99996404  =   0.99958010
 LO1083!UTM  12      -   0.99961604  x   0.99964398  =   0.99926016
 LO1083
 LO1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK5977782337(NAD 83)
 LO1083
 LO1083                          SUPERSEDED SURVEY CONTROL
 LO1083
 LO1083  NAD 83(1993)-  40 29 22.48964(N)    110 17 40.68194(W) AD(       ) 1
 LO1083  NAD 83(1986)-  40 29 22.47139(N)    110 17 40.67035(W) AD(       ) 1
 LO1083  NAD 27      -  40 29 22.65300(N)    110 17 38.08800(W) AD(       ) 1
 LO1083
 LO1083.Superseded values are not recommended for survey control.
 LO1083
 LO1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1083.See file dsdata.pdf to determine how the superseded data were derived.
 LO1083
 LO1083_MARKER: DD = SURVEY DISK
 LO1083_SETTING: 80 = SET IN A BOULDER
 LO1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1083+STABILITY: SURFACE MOTION
 LO1083
 LO1083  HISTORY     - Date     Condition        Report By
 LO1083  HISTORY     - 1934     MONUMENTED       USGS
 LO1083  HISTORY     - 1936     GOOD             USGS
 LO1083  HISTORY     - 1962     GOOD             CGS
 LO1083
 LO1083                          STATION DESCRIPTION
 LO1083
 LO1083'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 LO1083'TO REACH STATION ALTONAH FROM THE CONOCO SERVICE STATION IN ALTONAH,
 LO1083'GO NORTH FOR 0.1 MILE TO THE END OF THE PAVED ROAD AND A
 LO1083'SIDE ROAD ON THE LEFT.  CONTINUE NORTH FOR 1.0 MILE TO A
 LO1083'CROSSROADS.  CONTINUE NORTH FOR 1.0 MILE TO A BRIDGE SPANNING
 LO1083'A CANAL AND A 4-WAY FORK.  TAKE THE SECOND ROAD FROM THE LEFT
 LO1083'AND CONTINUE FOR 1.1 MILES TO ANOTHER BRIDGE SPANNING A CANAL.
 LO1083'CROSS THE BRIDGE AND CONTINUE FOR 1.65 MILES TO A DIAGONAL
 LO1083'CROSSROADS.  TURN SHARP RIGHT AND GO UP GRADE FOR 0.4 MILE
 LO1083'TO A CATTLE GUARD AT THE TOP OF A HILL.  CROSS THE CATTLE
 LO1083'GUARD AND CONTINUE FOR 0.65 MILE TO A CAIRN, A LARGE BOULDER.
 LO1083'CONTINUE NORTHERLY FOR
 LO1083'1.4 MILES TO A DIM SIDE ROAD ON THE LEFT.  TURN SHARP LEFT
 LO1083'AND GO WESTERLY FOR 0.3 MILE.  AT THIS POINT LEAVE THE TRACK
 LO1083'ROAD AND GO ACROSS COUNTRY, NORTHWEST, FOR 0.5 MILE TO
 LO1083'STATION ALTONAH.  A 4-WHEEL DRIVE VEHICLE NEEDED FOR THE LAST 0.5
 LO1083'OF A MILE.
 LO1083'ALTONAH (USGS) IS A UNITED STATES GEOLOGICAL SURVEY BRONZE
 LO1083'DISK, STAMPED ALTONAH M 1934, CEMENTED IN A DRILL HOLE IN
 LO1083'A 3 BY 4 FOOT BOULDER PROJECTING 3 FEET.  IT IS 3 FEET HIGHER
 LO1083'THAN THE STATION.  THE 1962 MEASUREMENT AGREED WITH THE 1946
 LO1083'MEASUREMENT BY 3 MILLIMETERS.  THE 1962 MEASUREMENT FAILED
 LO1083'TO AGREE WITH THE 1936 MEASUREMENT BY 67 MILLIMETERS.
 LO1083
 LO1083                          STATION RECOVERY (1962)
 LO1083
 LO1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LO1083'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0739 ***********************************************************************
 MR0739  DESIGNATION -  AMALGA ROCKY MTN DAIRY STACK
 MR0739  PID         -  MR0739
 MR0739  STATE/COUNTY-  UT/CACHE
 MR0739  COUNTRY     -  US
 MR0739  USGS QUAD   -  NEWTON (2017)
 MR0739
 MR0739                         *CURRENT SURVEY CONTROL
 MR0739  ______________________________________________________________________
 MR0739* NAD 83(1994) POSITION- 41 50 57.06410(N) 111 53 13.38820(W)   ADJUSTED
 MR0739  ______________________________________________________________________
 MR0739  GEOID HEIGHT    -        -15.342 (meters)                     GEOID18
 MR0739  LAPLACE CORR    -          4.53  (seconds)                    DEFLEC18
 MR0739  HORZ ORDER      -  THIRD
 MR0739
 MR0739.The horizontal coordinates were established by classical geodetic methods
 MR0739.and adjusted by the National Geodetic Survey in November 1997.
 MR0739
 MR0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0739.GEOID18 height accuracy estimate available here.
 MR0739
 MR0739.Click photographs - Photos may exist for this station.
 MR0739
 MR0739.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0739
 MR0739. The following values were computed from the NAD 83(1994) position.
 MR0739
 MR0739;                    North         East     Units Scale Factor Converg.
 MR0739;SPC UT N     - 1,168,413.730   467,856.557   MT  1.00001135   -0 15 18.7
 MR0739;SPC UT N     - 3,833,370.71  1,534,959.39   sFT  1.00001135   -0 15 18.7
 MR0739;UTM  12      - 4,633,411.891   426,362.900   MT  0.99966672   -0 35 30.6
 MR0739
 MR0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2636233411(NAD 83)
 MR0739
 MR0739                          SUPERSEDED SURVEY CONTROL
 MR0739
 MR0739  NAD 83(1993)-  41 50 57.06236(N)    111 53 13.38312(W) AD(       ) 3
 MR0739  NAD 83(1986)-  41 50 57.05394(N)    111 53 13.37508(W) AD(       ) 3
 MR0739  NAD 27      -  41 50 57.31200(N)    111 53 10.56500(W) AD(       ) 3
 MR0739
 MR0739.Superseded values are not recommended for survey control.
 MR0739
 MR0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0739.See file dsdata.pdf to determine how the superseded data were derived.
 MR0739
 MR0739_MARKER: 63 = STACK
 MR0739
 MR0739  HISTORY     - Date     Condition        Report By
 MR0739  HISTORY     - 1963     FIRST OBSERVED   CGS
 MR0739  HISTORY     - 1977     GOOD             NGS
 MR0739
 MR0739                          STATION DESCRIPTION
 MR0739
 MR0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MR0739'STATION IS THE CENTER OF THE TOP OF THE STACK WHICH IS ABOUT
 MR0739'300 FEET IN HEIGHT.  IT IS LOCATED 2.8 MILES WEST OF SMITHFIELD AT
 MR0739'THE SMALL SETTLEMENT OF AMALGA.
 MR0739
 MR0739                          STATION RECOVERY (1977)
 MR0739
 MR0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TGR)
 MR0739'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 MR0739'
 MR0739'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MR0739'2.8 MI W OF SMITHFIELD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0802 ***********************************************************************
 LO0802  DESIGNATION -  AMERICAN FORK SCHOOL CHIM
 LO0802  PID         -  LO0802
 LO0802  STATE/COUNTY-  UT/UTAH
 LO0802  COUNTRY     -  US
 LO0802  USGS QUAD   -  LEHI (2017)
 LO0802
 LO0802                         *CURRENT SURVEY CONTROL
 LO0802  ______________________________________________________________________
 LO0802* NAD 83(1994) POSITION- 40 23 10.44394(N) 111 47 51.26651(W)   ADJUSTED
 LO0802* NAVD 88 ORTHO HEIGHT -  1464.    (meters)     4803.    (feet) SCALED
 LO0802  ______________________________________________________________________
 LO0802  GEOID HEIGHT    -        -17.138 (meters)                     GEOID18
 LO0802  LAPLACE CORR    -          9.33  (seconds)                    DEFLEC18
 LO0802  HORZ ORDER      -  THIRD
 LO0802
 LO0802.The horizontal coordinates were established by classical geodetic methods
 LO0802.and adjusted by the National Geodetic Survey in November 1997.
 LO0802
 LO0802.The orthometric height was scaled from a topographic map.
 LO0802
 LO0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0802.GEOID18 height accuracy estimate available here.
 LO0802
 LO0802.Click photographs - Photos may exist for this station.
 LO0802
 LO0802.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0802
 LO0802. The following values were computed from the NAD 83(1994) position.
 LO0802
 LO0802;                    North         East     Units Scale Factor Converg.
 LO0802;SPC UT C     - 2,227,956.782   474,734.189   MT  0.99994504   -0 11 26.2
 LO0802;SPC UT C     - 7,309,554.88  1,557,523.75   sFT  0.99994504   -0 11 26.2
 LO0802;UTM  12      - 4,470,932.198   432,304.092   MT  0.99965641   -0 31 00.5
 LO0802
 LO0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0802!SPC UT C     -   0.99977308  x   0.99994504  =   0.99971813
 LO0802!UTM  12      -   0.99977308  x   0.99965641  =   0.99942957
 LO0802
 LO0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK3230470932(NAD 83)
 LO0802
 LO0802                          SUPERSEDED SURVEY CONTROL
 LO0802
 LO0802  NAD 83(1993)-  40 23 10.44330(N)    111 47 51.26522(W) AD(       ) 3
 LO0802  NAD 83(1986)-  40 23 10.43202(N)    111 47 51.26097(W) AD(       ) 3
 LO0802  NAD 27      -  40 23 10.60764(N)    111 47 48.51697(W) AD(       ) 3
 LO0802
 LO0802.Superseded values are not recommended for survey control.
 LO0802
 LO0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0802.See file dsdata.pdf to determine how the superseded data were derived.
 LO0802
 LO0802_MARKER: 85 = CHIMNEY
 LO0802
 LO0802  HISTORY     - Date     Condition        Report By
 LO0802  HISTORY     - 1950     FIRST OBSERVED   USGS
 LO0802  HISTORY     - 1950     GOOD             USGS
 LO0802
 LO0802                          STATION DESCRIPTION
 LO0802
 LO0802'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LO0802'ON LARGE BRICK SCHOOL ON N. SIDE OF TOWN OF AMERICAN FORK.
 LO0802'
 LO0802'STATION MARK--CHIMNEY.
 LO0802'
 LO0802'RECOVERED AS DESCRIBED.
 LO0802'
 LO0802'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1082 ***********************************************************************
 LO1082  DESIGNATION -  AMES
 LO1082  PID         -  LO1082
 LO1082  STATE/COUNTY-  UT/DUCHESNE
 LO1082  COUNTRY     -  US
 LO1082  USGS QUAD   -  ALTONAH (2017)
 LO1082
 LO1082                         *CURRENT SURVEY CONTROL
 LO1082  ______________________________________________________________________
 LO1082* NAD 83(1994) POSITION- 40 23 03.86312(N) 110 17 49.76897(W)   ADJUSTED
 LO1082* NAVD 88 ORTHO HEIGHT -  2019.3   (meters)     6625.    (feet) VERTCON3
 LO1082  ______________________________________________________________________
 LO1082  GEOID HEIGHT    -        -16.109 (meters)                     GEOID18
 LO1082  LAPLACE CORR    -         -5.56  (seconds)                    DEFLEC18
 LO1082  HORZ ORDER      -  FIRST
 LO1082
 LO1082.The horizontal coordinates were established by classical geodetic methods
 LO1082.and adjusted by the National Geodetic Survey in November 1997.
 LO1082
 LO1082.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1082
 LO1082.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1082.GEOID18 height accuracy estimate available here.
 LO1082
 LO1082.Click photographs - Photos may exist for this station.
 LO1082
 LO1082.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1082
 LO1082. The following values were computed from the NAD 83(1994) position.
 LO1082
 LO1082;                    North         East     Units Scale Factor Converg.
 LO1082;SPC UT C     - 2,228,398.501   602,128.300   MT  0.99994474   +0 46 13.9
 LO1082;SPC UT C     - 7,311,004.08  1,975,482.60   sFT  0.99994474   +0 46 13.9
 LO1082;UTM  12      - 4,470,661.071   559,656.851   MT  0.99964381   +0 27 19.4
 LO1082
 LO1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1082!SPC UT C     -   0.99968586  x   0.99994474  =   0.99963061
 LO1082!UTM  12      -   0.99968586  x   0.99964381  =   0.99932978
 LO1082
 LO1082:                Primary Azimuth Mark                     Grid Az
 LO1082:SPC UT C     -  AMES AZ MK                               029 39 54.2
 LO1082:UTM  12      -  AMES AZ MK                               029 58 48.7
 LO1082
 LO1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK5965670661(NAD 83)
 LO1082
 LO1082|---------------------------------------------------------------------|
 LO1082| PID    Reference Object                     Distance      Geod. Az  |
 LO1082|                                                           dddmmss.s |
 LO1082| CP5257 AMES AZ MK                                         0302608.1 |
 LO1082| CP5258 AMES RM 1                             9.798 METERS 14723     |
 LO1082| CP5259 AMES RM 2                            19.448 METERS 21609     |
 LO1082|---------------------------------------------------------------------|
 LO1082
 LO1082                          SUPERSEDED SURVEY CONTROL
 LO1082
 LO1082  NAD 83(1993)-  40 23 03.86244(N)    110 17 49.76917(W) AD(       ) 1
 LO1082  NAD 83(1986)-  40 23 03.84362(N)    110 17 49.75869(W) AD(       ) 1
 LO1082  NAD 27      -  40 23 04.01200(N)    110 17 47.18600(W) AD(       ) 1
 LO1082  NGVD 29 (07/19/86) 2017.9    (m)         6620.     (f) VERT ANG       
 LO1082
 LO1082.Superseded values are not recommended for survey control.
 LO1082
 LO1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1082.See file dsdata.pdf to determine how the superseded data were derived.
 LO1082
 LO1082_MARKER: DS = TRIANGULATION STATION DISK
 LO1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO1082
 LO1082  HISTORY     - Date     Condition        Report By
 LO1082  HISTORY     - 1946     MONUMENTED       CGS
 LO1082  HISTORY     - 1963     GOOD             USGS
 LO1082
 LO1082                          STATION DESCRIPTION
 LO1082
 LO1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1082'THE STATION IS LOCATED ON A PROMINENT HILL ABOUT 1.0 MILE SOUTH
 LO1082'OF THE VILLAGE OF ALTONAH, IN PASTURE LAND ON OPEN RIDGE WITH
 LO1082'SCATTERED CEDAR TREES, AND ON PROPERTY BELONGING TO MR. C.R.
 LO1082'AMES, 16 PACES SOUTH OF AN EAST-WEST FENCE LINE, SET IN TOP
 LO1082'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND AND
 LO1082'STAMPED--AMES 1946.
 LO1082'
 LO1082'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 LO1082'THE STATION, 24 PACES SOUTH OF AN EAST-WEST FENCE LINE, SET
 LO1082'IN A CONCRETE POST WHICH PROJECTS 4 INCHES, AND IS STAMPED--AMES
 LO1082'NO 1 1946.
 LO1082'
 LO1082'REFERENCE MARK NO. 2 IS APPROXIMATELY SAME ELEVATION AS THE
 LO1082'STATION, 32 PACES SOUTH OF AN EAST-WEST FENCE LINE, SET IN
 LO1082'A CONCRETE POST WHICH PROJECTS 4 INCHES AND IS STAMPED--AMES
 LO1082'NO 2 1946.
 LO1082'
 LO1082'THE AZIMUTH MARK IS 9 PACES WEST OF THE CENTER LINE OF A
 LO1082'NORTH-SOUTH ROAD, SET FLUSH IN THE NORTH END OF A CONCRETE
 LO1082'HEADGATE OF AN IRRIGATION DITCH, AND STAMPED--AMES 1946.
 LO1082'
 LO1082'TO REACH FROM ALTONAH, GO SOUTH ON MAIN GRADED ROAD FOR 1.55
 LO1082'MILES TO A GATE JUST SOUTH OF A BROWN STUCCO HOUSE ON THE
 LO1082'WEST SIDE OF THE ROAD.  PASS THROUGH GATE (W), BEAR RIGHT
 LO1082'PASSING THROUGH ANOTHER GATE, THEN NORTH ALONG THE EAST EDGE
 LO1082'OF A POLE CORRAL ON A TRACK ROAD FOR 0.4 MILE TO THE STATION
 LO1082'AS DESCRIBED ABOVE.  A DRIVE STATION.
 LO1082
 LO1082                          STATION RECOVERY (1963)
 LO1082
 LO1082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LO1082'RECOVERED.
 LO1082'
 LO1082'STATION MARK--STANDARD DISK, STAMPED ---AMES 1946---, SET IN THE TOP
 LO1082'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0566 ***********************************************************************
 HO0566  DESIGNATION -  AMP
 HO0566  PID         -  HO0566
 HO0566  STATE/COUNTY-  UT/KANE
 HO0566  COUNTRY     -  US
 HO0566  USGS QUAD   -  GLENDALE (2017)
 HO0566
 HO0566                         *CURRENT SURVEY CONTROL
 HO0566  ______________________________________________________________________
 HO0566* NAD 83(1994) POSITION- 37 22 28.21868(N) 112 30 18.89574(W)   ADJUSTED
 HO0566* NAVD 88 ORTHO HEIGHT -  2163.2   (meters)     7097.    (feet) VERTCON3
 HO0566  ______________________________________________________________________
 HO0566  GEOID HEIGHT    -        -21.146 (meters)                     GEOID18
 HO0566  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 HO0566  HORZ ORDER      -  THIRD
 HO0566
 HO0566.The horizontal coordinates were established by classical geodetic methods
 HO0566.and adjusted by the National Geodetic Survey in November 1997.
 HO0566
 HO0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0566
 HO0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0566.GEOID18 height accuracy estimate available here.
 HO0566
 HO0566.Click photographs - Photos may exist for this station.
 HO0566
 HO0566.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0566
 HO0566. The following values were computed from the NAD 83(1994) position.
 HO0566
 HO0566;                    North         East     Units Scale Factor Converg.
 HO0566;SPC UT S     - 3,079,036.657   410,965.668   MT  0.99997669   -0 36 57.3
 HO0566;SPC UT S     -10,101,806.10  1,348,309.86   sFT  0.99997669   -0 36 57.3
 HO0566;UTM  12      - 4,137,481.603   366,724.526   MT  0.99981880   -0 54 49.9
 HO0566
 HO0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0566!SPC UT S     -   0.99966397  x   0.99997669  =   0.99964066
 HO0566!UTM  12      -   0.99966397  x   0.99981880  =   0.99948283
 HO0566
 HO0566:                Primary Azimuth Mark                     Grid Az
 HO0566:SPC UT S     -  ALTON                                    023 05 56.1
 HO0566:UTM  12      -  ALTON                                    023 23 48.7
 HO0566
 HO0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG6672437481(NAD 83)
 HO0566
 HO0566|---------------------------------------------------------------------|
 HO0566| PID    Reference Object                     Distance      Geod. Az  |
 HO0566|                                                           dddmmss.s |
 HO0566| HO0565 ALTON                               APPROX.13.4 KM 0222858.8 |
 HO0566|---------------------------------------------------------------------|
 HO0566
 HO0566                          SUPERSEDED SURVEY CONTROL
 HO0566
 HO0566  NAD 83(1992)-  37 22 28.21663(N)    112 30 18.89511(W) AD(       ) 3
 HO0566  NAD 83(1986)-  37 22 28.21581(N)    112 30 18.89508(W) AD(       ) 3
 HO0566  NAD 27      -  37 22 28.27353(N)    112 30 16.15951(W) AD(       ) 3
 HO0566  NGVD 29 (07/19/86) 2162.0    (m)         7093.     (f) VERT ANG       
 HO0566
 HO0566.Superseded values are not recommended for survey control.
 HO0566
 HO0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0566.See file dsdata.pdf to determine how the superseded data were derived.
 HO0566
 HO0566_MARKER: DD = SURVEY DISK
 HO0566_SETTING: 80 = SET IN A BOULDER
 HO0566_STAMPING: AMP 1964
 HO0566_MARK LOGO: USGS
 HO0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0566+STABILITY: SURFACE MOTION
 HO0566
 HO0566  HISTORY     - Date     Condition        Report By
 HO0566  HISTORY     - 1964     MONUMENTED       USGS
 HO0566
 HO0566                          STATION DESCRIPTION
 HO0566
 HO0566'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 HO0566'LOCATED ABOUT 4.5 MI. (AIRLINE) S. OF ALTON, ABOUT 6.6 MI. NE. OF
 HO0566'GLENDALE, ABOUT 1 MI. W. OF KANAB CREEK, ON THE E. END OF A TIMBERED
 HO0566'RIDGE.
 HO0566'
 HO0566'TO REACH FROM ALTON POST OFFICE, DRIVE W. 0.3 MI. TO T-RD., TURN LEFT
 HO0566'FOR 1.6 MI. ON DIRT RD. TO A T-RD., TURN RIGHT AND CONTINUE S. ON
 HO0566'MAIN RD. FOR 3.1 MI. TO T-RD., TURN LEFT FOR 0.25 MI. ON MAIN RD. TO
 HO0566'Y-RD., TURN RIGHT FOR 0.1 MI. TO END OF RD.  STATION IS ABOUT 150 FT.
 HO0566'TO THE SW. ON TOP OF RIDGE.
 HO0566'
 HO0566'STATION MARK--STANDARD TABLET, STAMPED ---AMP 1964---, SET IN BOULDER
 HO0566'PROJECTING 0.7 FT. ABOVE GROUND.
 HO0566'
 HO0566'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, IN A TRIANGULAR BLAZE IN
 HO0566'A 10 IN. JUNIPER TREE, 51.97 FT. FROM STATION MARK,
 HO0566'S 80 DEG 32 MIN W.
 HO0566'
 HO0566'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, IN A TRIANGULAR BLAZE IN
 HO0566'A 8 IN. PINE TREE, 32.35 FT. FROM STATION MARK, N 08 DEG 25 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0701 ***********************************************************************
 MS0701  DESIGNATION -  ANDY
 MS0701  PID         -  MS0701
 MS0701  STATE/COUNTY-  UT/BOX ELDER
 MS0701  COUNTRY     -  US
 MS0701  USGS QUAD   -  HOWELL (2017)
 MS0701
 MS0701                         *CURRENT SURVEY CONTROL
 MS0701  ______________________________________________________________________
 MS0701* NAD 83(1994) POSITION- 41 49 02.67654(N) 112 24 30.66803(W)   ADJUSTED
 MS0701* NAVD 88 ORTHO HEIGHT -  1527.4   (meters)     5011.    (feet) VERTCON3
 MS0701  ______________________________________________________________________
 MS0701  GEOID HEIGHT    -        -15.195 (meters)                     GEOID18
 MS0701  LAPLACE CORR    -          3.36  (seconds)                    DEFLEC18
 MS0701  HORZ ORDER      -  THIRD
 MS0701
 MS0701.The horizontal coordinates were established by classical geodetic methods
 MS0701.and adjusted by the National Geodetic Survey in November 1997.
 MS0701
 MS0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0701
 MS0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0701.GEOID18 height accuracy estimate available here.
 MS0701
 MS0701.Click photographs - Photos may exist for this station.
 MS0701
 MS0701.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0701
 MS0701. The following values were computed from the NAD 83(1994) position.
 MS0701
 MS0701;                    North         East     Units Scale Factor Converg.
 MS0701;SPC UT N     - 1,165,207.548   424,514.663   MT  1.00000571   -0 35 56.5
 MS0701;SPC UT N     - 3,822,851.76  1,392,761.86   sFT  1.00000571   -0 35 56.5
 MS0701;UTM  12      - 4,630,462.662   383,015.606   MT  0.99976840   -0 56 21.3
 MS0701
 MS0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0701!SPC UT N     -   0.99976287  x   1.00000571  =   0.99976858
 MS0701!UTM  12      -   0.99976287  x   0.99976840  =   0.99953132
 MS0701
 MS0701:                Primary Azimuth Mark                     Grid Az
 MS0701:SPC UT N     -  THATCHER 2                               153 16 40.7
 MS0701:UTM  12      -  THATCHER 2                               153 37 05.5
 MS0701
 MS0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM8301530462(NAD 83)
 MS0701
 MS0701|---------------------------------------------------------------------|
 MS0701| PID    Reference Object                     Distance      Geod. Az  |
 MS0701|                                                           dddmmss.s |
 MS0701| MS0696 THATCHER 2                          APPROX.12.1 KM 1524044.2 |
 MS0701| CM4185 ANDY RM 1                             8.958 METERS 17403     |
 MS0701| CM4186 ANDY RM 2                            19.946 METERS 29305     |
 MS0701|---------------------------------------------------------------------|
 MS0701
 MS0701                          SUPERSEDED SURVEY CONTROL
 MS0701
 MS0701  NAD 83(1993)-  41 49 02.67236(N)    112 24 30.65823(W) AD(       ) 3
 MS0701  NAD 83(1986)-  41 49 02.66851(N)    112 24 30.65454(W) AD(       ) 3
 MS0701  NAD 27      -  41 49 02.93581(N)    112 24 27.79295(W) AD(       ) 3
 MS0701  NGVD 29 (07/19/86) 1526.4    (m)         5008.     (f) VERT ANG       
 MS0701
 MS0701.Superseded values are not recommended for survey control.
 MS0701
 MS0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0701.See file dsdata.pdf to determine how the superseded data were derived.
 MS0701
 MS0701_MARKER: DD = SURVEY DISK
 MS0701_SETTING: 66 = SET IN ROCK OUTCROP
 MS0701
 MS0701  HISTORY     - Date     Condition        Report By
 MS0701  HISTORY     - 1968     MONUMENTED       USGS
 MS0701
 MS0701                          STATION DESCRIPTION
 MS0701
 MS0701'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (WFM)
 MS0701'LOCATED ABOUT 20 MI. SE. OF SNOWVILLE.  4 MI. NE. OF HOWELL.  AT
 MS0701'THE N. SIDE OF INTERSTATE 80N.  ON A LOW RIDGE NEAR THE OVERPASS
 MS0701'TO HOWELL.
 MS0701'
 MS0701'TO REACH FROM THE GREYHOUND BUS DEPOT IN SNOWVILLE DRIVE SE.
 MS0701'ON U.S. HIGHWAY 30S FOR 0.9 MI. TO INTERSTATE 80N.  CONTINUE
 MS0701'S. FOR 19.4 MI. TO AN OVERPASS AND SIGN HOWELL.  TURN RIGHT FOR
 MS0701'0.2 MI. TO CATTLEGUARD AND T-RD..  TURN LEFT AND GO UNDER THE
 MS0701'FREEWAY FOR 0.2 MI. ONTO A GRAVEL RD. AND A Y-RD..  TURN RIGHT
 MS0701'ON THE MAIN RD. FOR 0.1 MI. TO A DIM TRACK RD..  TURN LEFT UP
 MS0701'A SMALL HILL FOR 0.2 MI. TO TOP OF A LOW RIDGE AND THE STATION.
 MS0701'
 MS0701'STATION MARK--STANDARD USGS TABLET STAMPED ANDY 1968 CEMENTED
 MS0701'IN DRILL HOLE IN ROCK OUTCROP.
 MS0701'
 MS0701'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 MS0701'NO 1 1968 CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 MS0701'
 MS0701'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED
 MS0701'NO 2 1968 CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 MS0701'
 MS0701'AZIMUTH MARK--CENTERLINE OF CROSS BRACE ON N. SIDE OF A SQUARE
 MS0701'MICRO-WAVE ANTENNA LOCATED ON THE S. SIDE OF A LOW SADDLE
 MS0701'APPROXIMATELY 10 MI. S. OF STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0663 ***********************************************************************
 MR0663  DESIGNATION -  ANT
 MR0663  PID         -  MR0663
 MR0663  STATE/COUNTY-  UT/RICH
 MR0663  COUNTRY     -  US
 MR0663  USGS QUAD   -  WOODRUFF (2017)
 MR0663
 MR0663                         *CURRENT SURVEY CONTROL
 MR0663  ______________________________________________________________________
 MR0663* NAD 83(1994) POSITION- 41 36 53.27331(N) 111 11 48.02681(W)   ADJUSTED
 MR0663* NAVD 88 ORTHO HEIGHT -  2011.8   (meters)     6600.    (feet) VERTCON3
 MR0663  ______________________________________________________________________
 MR0663  GEOID HEIGHT    -        -14.992 (meters)                     GEOID18
 MR0663  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 MR0663  HORZ ORDER      -  THIRD
 MR0663
 MR0663.The horizontal coordinates were established by classical geodetic methods
 MR0663.and adjusted by the National Geodetic Survey in November 1997.
 MR0663
 MR0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0663
 MR0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0663.GEOID18 height accuracy estimate available here.
 MR0663
 MR0663.Click photographs - Photos may exist for this station.
 MR0663
 MR0663.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0663
 MR0663. The following values were computed from the NAD 83(1994) position.
 MR0663
 MR0663;                    North         East     Units Scale Factor Converg.
 MR0663;SPC UT N     - 1,142,353.616   525,281.139   MT  0.99997699   +0 11 60.0
 MR0663;SPC UT N     - 3,747,871.82  1,723,359.87   sFT  0.99997699   +0 11 60.0
 MR0663;UTM  12      - 4,607,027.820   483,614.051   MT  0.99960330   -0 07 50.2
 MR0663
 MR0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0663!SPC UT N     -   0.99968689  x   0.99997699  =   0.99966389
 MR0663!UTM  12      -   0.99968689  x   0.99960330  =   0.99929032
 MR0663
 MR0663:                Primary Azimuth Mark                     Grid Az
 MR0663:SPC UT N     -  LIMESTONE                                238 52 09.1
 MR0663:UTM  12      -  LIMESTONE                                239 11 59.3
 MR0663
 MR0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM8361407027(NAD 83)
 MR0663
 MR0663|---------------------------------------------------------------------|
 MR0663| PID    Reference Object                     Distance      Geod. Az  |
 MR0663|                                                           dddmmss.s |
 MR0663| MR0662 LIMESTONE                           APPROX. 3.2 KM 2390409.1 |
 MR0663|---------------------------------------------------------------------|
 MR0663
 MR0663                          SUPERSEDED SURVEY CONTROL
 MR0663
 MR0663  NAD 83(1993)-  41 36 53.27316(N)    111 11 48.02678(W) AD(       ) 3
 MR0663  NAD 83(1986)-  41 36 53.26055(N)    111 11 48.01783(W) AD(       ) 3
 MR0663  NAD 27      -  41 36 53.46699(N)    111 11 45.30813(W) AD(       ) 3
 MR0663  NGVD 29 (07/19/86) 2010.5    (m)         6596.     (f) VERT ANG       
 MR0663
 MR0663.Superseded values are not recommended for survey control.
 MR0663
 MR0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0663.See file dsdata.pdf to determine how the superseded data were derived.
 MR0663
 MR0663
 MR0663  HISTORY     - Date     Condition        Report By
 MR0663  HISTORY     - 1960     MONUMENTED       USFS
 MR0663  HISTORY     - 1963     POOR             USGS
 MR0663
 MR0663                          STATION DESCRIPTION
 MR0663
 MR0663'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MR0663'LOCATED ABOUT 7 MI. AIR NW. OF WOODRUFF, 3.5 MI. S. OF RANDOLPH, ON A
 MR0663'LOW SAGE COVERED KNOLL ON THE FIRST LOW RIDGE W. OF BEAR RIVER AND S.
 MR0663'OF BIG CREEK.  THE RIDGE IS A SPUR RIDGE FROM LIMESTONE MOUNTAIN.
 MR0663'
 MR0663'TO REACH FROM THE POST OFFICE IN RANDOLPH, GO S. ON HIGHWAY 3 ABOUT
 MR0663'2.2 MI. TO DIRT RD. TO W., TURN RIGHT ON DIRT RD. AND CONTINUE ABOUT
 MR0663'0.8 MI., TURN LEFT ON TRACK RD. AND CONTINUE ABOUT 0.7 MI.  END OF
 MR0663'TRUCK TRAVEL.  STATION IS ABOUT 0.4 MI. SW. OF TOP OF LOW KNOLL.
 MR0663'
 MR0663'STATION MARK - A STANDARD U.S. DEPT. OF AGRICULTURE FOREST SERVICE
 MR0663'BRONZE TABLET STAMPED ---ANT 1960--- CEMENTED IN TOP OF 3/4 IN.
 MR0663'GALVANIZED PIPE FLUSH WITH THE GROUND.
 MR0663'
 MR0663'REFERENCE MARK NO.1 - A 1/2 IN. STEEL REINFORCING ROD PROJECTING 0.2
 MR0663'FT. ABOVE GROUND AND 16.59 FT. FROM STATION MARK,
 MR0663'N 25 DEG 47 MIN 15 SEC W.
 MR0663'
 MR0663'REFERENCE MARK NO.2 - A 1/2 IN. STEEL REINFORCING ROD PROJECTING 0.1
 MR0663'FT. ABOVE GROUND, 29.23 FT. FROM STATION MARK,
 MR0663'N 89 DEG 06 MIN 39 SEC E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0435 ***********************************************************************
 JN0435  DESIGNATION -  ANT
 JN0435  PID         -  JN0435
 JN0435  STATE/COUNTY-  UT/WAYNE
 JN0435  COUNTRY     -  US
 JN0435  USGS QUAD   -  SUGARLOAF BUTTE (2017)
 JN0435
 JN0435                         *CURRENT SURVEY CONTROL
 JN0435  ______________________________________________________________________
 JN0435* NAD 83(1994) POSITION- 38 29 59.57718(N) 110 13 15.83555(W)   ADJUSTED
 JN0435* NAVD 88 ORTHO HEIGHT -  1614.8   (meters)     5298.    (feet) VERTCON3
 JN0435  ______________________________________________________________________
 JN0435  GEOID HEIGHT    -        -20.278 (meters)                     GEOID18
 JN0435  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 JN0435  HORZ ORDER      -  THIRD
 JN0435
 JN0435.The horizontal coordinates were established by classical geodetic methods
 JN0435.and adjusted by the National Geodetic Survey in November 1997.
 JN0435
 JN0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0435
 JN0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0435.GEOID18 height accuracy estimate available here.
 JN0435
 JN0435.Click photographs - Photos may exist for this station.
 JN0435
 JN0435.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0435
 JN0435. The following values were computed from the NAD 83(1994) position.
 JN0435
 JN0435;                    North         East     Units Scale Factor Converg.
 JN0435;SPC UT S     - 3,204,228.976   611,564.969   MT  1.00002927   +0 47 00.9
 JN0435;SPC UT S     -10,512,541.23  2,006,442.74   sFT  1.00002927   +0 47 00.9
 JN0435;UTM  12      - 4,261,567.818   567,922.024   MT  0.99965681   +0 29 05.7
 JN0435
 JN0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0435!SPC UT S     -   0.99974988  x   1.00002927  =   0.99977914
 JN0435!UTM  12      -   0.99974988  x   0.99965681  =   0.99940678
 JN0435
 JN0435:                Primary Azimuth Mark                     Grid Az
 JN0435:SPC UT S     -  MAIL BOX                                 184 29 43.2
 JN0435:UTM  12      -  MAIL BOX                                 184 47 38.4
 JN0435
 JN0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH6792261567(NAD 83)
 JN0435
 JN0435|---------------------------------------------------------------------|
 JN0435| PID    Reference Object                     Distance      Geod. Az  |
 JN0435|                                                           dddmmss.s |
 JN0435| CM6849 ANT RM 1                              8.119 METERS 02919     |
 JN0435| CM6850 ANT RM 2                              8.189 METERS 13115     |
 JN0435| JN0434 MAIL BOX                            403.787 METERS 1851644.1 |
 JN0435|---------------------------------------------------------------------|
 JN0435
 JN0435                          SUPERSEDED SURVEY CONTROL
 JN0435
 JN0435  NAD 83(1986)-  38 29 59.56704(N)    110 13 15.83240(W) AD(       ) 3
 JN0435  NAD 27      -  38 29 59.63512(N)    110 13 13.36211(W) AD(       ) 3
 JN0435  NGVD 29 (07/19/86) 1613.7    (m)         5294.     (f) VERT ANG       
 JN0435
 JN0435.Superseded values are not recommended for survey control.
 JN0435
 JN0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0435.See file dsdata.pdf to determine how the superseded data were derived.
 JN0435
 JN0435_MARKER: DS = TRIANGULATION STATION DISK
 JN0435_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JN0435_STAMPING: ANT 1963
 JN0435_MARK LOGO: CGS
 JN0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0435+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004
 JN0435
 JN0435  HISTORY     - Date     Condition        Report By
 JN0435  HISTORY     - 1963     MONUMENTED       CGS
 JN0435  HISTORY     - 20040519 GOOD             GEOCAC
 JN0435
 JN0435                          STATION DESCRIPTION
 JN0435
 JN0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JN0435'THE STATION IS LOCATED ABOUT 34 MILES SOUTH OF GREEN RIVER,
 JN0435'27 MILES EAST-NORTHEAST OF HANKSVILLE, 10 MILES WEST OF THE
 JN0435'GREEN RIVER, ON A SANDY FLAT-TOPPED RIDGE JUST NORTH OF ANTELOPE
 JN0435'VALLEY AND VERY NEAR THE EMERY-WAYNE COUNTY LINE.
 JN0435'
 JN0435'TO REACH THE STATION FROM THE RAILROAD CROSSING ABOUT 1/2 MILE
 JN0435'SOUTHEAST OF THE POST OFFICE IN GREEN RIVER, GO SOUTH ACROSS
 JN0435'RAILROAD TRACKS FOR 0.1 MILE TO FORKS AT SOUTH SIDE OF CREEK.
 JN0435'TAKE RIGHT FORK ON BLADED ROAD, STRAIGHT AHEAD SOUTHERLY
 JN0435'FOR 2.4 MILES TO FORK.  KEEP LEFT FORK (MAIN ROAD) FOR 19.8
 JN0435'MILES TO OLD BRIDGE OVER THE SAN RAFAEL RIVER.  CONTINUE ON
 JN0435'MAIN ROAD FOR 7.6 MILES TO Y-INTERSECTION AND SIGN SAUCER
 JN0435'BASIN WELL.  KEEP LEFT FORK FOR 3.2 MILES TO FORK NEAR SUMMIT
 JN0435'OF GRADE.  KEEP LEFT FORK SOUTHERLY FOR 1.4 MILES TO
 JN0435'CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 2.9 MILES TO TRACK ROAD
 JN0435'LEFT (THIS IS TURN-OFF TO STATION KEG KNOLL).  CONTINUE
 JN0435'STRAIGHT AHEAD, SOUTH, FOR 5.6 MILES TO FORK AND IRON POST
 JN0435'AND AN OLD MAIL BOX LYING ON THE GROUND.  CONTINUE SOUTH
 JN0435'FOR 0.4 MILE TO TRACK ROAD RIGHT.  TURN RIGHT, WEST, ACROSS
 JN0435'SANDY FLATS FOR 0.4 MILE TO END OF TRUCK TRAVEL AT FOOT OF
 JN0435'RIDGE.  PACK WEST UP SHORT STEEP SLOPE TO TOP OF RIDGE,
 JN0435'ABOUT 200 YARDS TO STATION.  NOTE--IT IS POSSIBLE TO
 JN0435'DRIVE TO THE STATION BY PICKING WAY THROUGH SAND AND UP
 JN0435'RIDGE FOR ABOUT 1/4 MILE TO THE NORTH OF THE ABOVE ETT.
 JN0435'
 JN0435'THE STATION MARK, A STANDARD DISK STAMPED ANT 1963, IS BRAZED
 JN0435'TO THE TOP OF A 2-1/4 INCH GALVANIZED PIPE THAT IS SET IN
 JN0435'CONCRETE AND PROJECTS 3 INCHES ABOVE THE GROUND.
 JN0435'
 JN0435'REFERENCE MARK 1, A STANDARD DISK STAMPED ANT NO 1 1963,
 JN0435'IS BRAZED TO THE TOP OF A 2-1/4 INCH GALVANIZED PIPE THAT IS
 JN0435'SET IN CONCRETE AND PROJECTS 5 INCHES ABOVE THE GROUND.
 JN0435'
 JN0435'REFERENCE MARK 2, A STANDARD DISK STAMPED ANT NO 2 1963,
 JN0435'IS BRAZED TO THE TOP OF A 2-1/4 INCH GALVANIZED PIPE THAT
 JN0435'IS SET IN CONCRETE AND PROJECTS 5 INCHES ABOVE THE GROUND.
 JN0435
 JN0435                          STATION RECOVERY (2004)
 JN0435
 JN0435'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JN0435'FOUND WITH MODIFICATION TO THE TO REACH INSTRUCTIONS.  TO REACH FROM
 JN0435'THE OLD TRAIN STATION IN GREEN RIVER, UT, GO SOUTHEAST ALONG THE NORTH
 JN0435'SIDE OF THE TRACKS TO AIRPORT ROAD.  TAKE PAVED AIRPORT ROAD SOUTH FOR
 JN0435'ABOUT TWO MILES (3.22 KM) TO A DIRT ROAD LEFT MARKED BY A
 JN0435'SIGN FOR HORSESHOE CANYON.  FOLLOW THE DIRT ROAD SOUTH FOR 39.0 MILES
 JN0435'(62.76 KM) FOLLOWING SIGNS FOR HORSESHOE CANYON AT ALL INTERSECTIONS.
 JN0435'CONTINUE  TO AN INTERSECTION WITH A DIRT ROAD HEADING EAST THAT IS
 JN0435'SIGNED FOR HORSESHOE CANYON AND PREVIOUSLY DESCRIBED AS
 JN0435'HAVING AN IRON POST AND OLD MAILBOX.  THE IRON POST AND MAILBOX ARE NO
 JN0435'LONGER IN EVIDENCE.  CONTINUE SOUTH PAST THE INTERSECTION FOR ABOUT
 JN0435'0.6 MILES (0.97 KM).  PACK NORTHWEST FOR 0.70 MILES (1.13 KM) TO THE
 JN0435'TOP OF THE RIDGE.  THE PREVIOUSLY DESCRIBED TRACK ROAD IS DISCERNABLE
 JN0435'FROM THE TOP OF THE RIDGE BUT IS NOT IDENTIFIABLE FROM THE MAIN ROAD
 JN0435'DUE TO REPEATED GRADING AND THE RECOVERY OF VEGETATION.
 JN0435'THE STATION MARK IS AS PREVIOUSLY DESCRIBED.  REFERENCE MARKS 1 AND 2
 JN0435'WERE RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0459 ***********************************************************************
 KN0459  DESIGNATION -  ANT
 KN0459  PID         -  KN0459
 KN0459  STATE/COUNTY-  UT/DUCHESNE
 KN0459  COUNTRY     -  US
 KN0459  USGS QUAD   -  GILSONITE DRAW (2017)
 KN0459
 KN0459                         *CURRENT SURVEY CONTROL
 KN0459  ______________________________________________________________________
 KN0459* NAD 83(1994) POSITION- 39 58 26.39020(N) 110 08 29.59358(W)   ADJUSTED
 KN0459* NAVD 88 ORTHO HEIGHT -  1984.6   (meters)     6511.    (feet) VERTCON3
 KN0459  ______________________________________________________________________
 KN0459  GEOID HEIGHT    -        -17.495 (meters)                     GEOID18
 KN0459  LAPLACE CORR    -         -6.05  (seconds)                    DEFLEC18
 KN0459  HORZ ORDER      -  THIRD
 KN0459
 KN0459.The horizontal coordinates were established by classical geodetic methods
 KN0459.and adjusted by the National Geodetic Survey in November 1997.
 KN0459
 KN0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0459
 KN0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0459.GEOID18 height accuracy estimate available here.
 KN0459
 KN0459.Click photographs - Photos may exist for this station.
 KN0459
 KN0459.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0459
 KN0459. The following values were computed from the NAD 83(1994) position.
 KN0459
 KN0459;                    North         East     Units Scale Factor Converg.
 KN0459;SPC UT C     - 2,183,025.569   616,031.090   MT  0.99990175   +0 52 12.7
 KN0459;SPC UT C     - 7,162,143.05  2,021,095.33   sFT  0.99990175   +0 52 12.7
 KN0459;UTM  12      - 4,425,223.990   573,304.984   MT  0.99966615   +0 33 05.5
 KN0459
 KN0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0459!SPC UT C     -   0.99969150  x   0.99990175  =   0.99959328
 KN0459!UTM  12      -   0.99969150  x   0.99966615  =   0.99935775
 KN0459
 KN0459:                Primary Azimuth Mark                     Grid Az
 KN0459:SPC UT C     -  ANTELOPE                                 308 00 24.5
 KN0459:UTM  12      -  ANTELOPE                                 308 19 31.7
 KN0459
 KN0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK7330425223(NAD 83)
 KN0459
 KN0459|---------------------------------------------------------------------|
 KN0459| PID    Reference Object                     Distance      Geod. Az  |
 KN0459|                                                           dddmmss.s |
 KN0459| LO1073 ANTELOPE                            APPROX. 7.8 KM 3085237.2 |
 KN0459|---------------------------------------------------------------------|
 KN0459
 KN0459                          SUPERSEDED SURVEY CONTROL
 KN0459
 KN0459  NAD 83(1993)-  39 58 26.38609(N)    110 08 29.59477(W) AD(       ) 3
 KN0459  NAD 83(1986)-  39 58 26.36993(N)    110 08 29.58717(W) AD(       ) 3
 KN0459  NAD 27      -  39 58 26.50169(N)    110 08 27.05032(W) AD(       ) 3
 KN0459  NGVD 29 (07/19/86) 1983.3    (m)         6507.     (f) VERT ANG       
 KN0459
 KN0459.Superseded values are not recommended for survey control.
 KN0459
 KN0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0459.See file dsdata.pdf to determine how the superseded data were derived.
 KN0459
 KN0459_MARKER: DD = SURVEY DISK
 KN0459_SETTING: 66 = SET IN ROCK OUTCROP
 KN0459_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0459+STABILITY: POSITION/ELEVATION WELL
 KN0459
 KN0459  HISTORY     - Date     Condition        Report By
 KN0459  HISTORY     - 1963     MONUMENTED       USGS
 KN0459
 KN0459                          STATION DESCRIPTION
 KN0459
 KN0459'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 KN0459'LOCATED ABOUT 24 MI. SW. OF ROOSEVELT, 19 MI. SE. OF DUCHESNE, 1.5
 KN0459'MI. E. OF STATE HIGHWAY 53, ON A SMALL CONE-SHAPED, BARE TOP WITH
 KN0459'PROSPECT HOLE AT CENTER OF TOP.
 KN0459'
 KN0459'TO REACH FROM POST OFFICE IN ROOSEVELT, DRIVE W. AND SW. ON U.S.
 KN0459'HIGHWAY 40 10.7 MI. TO JUNCTION OF STATE HIGHWAY 53, TURN S. AND
 KN0459'FOLLOW STATE HIGHWAY 53 FOR 15 MI. TO MILEPOST SIGN 56 ON LEFT,
 KN0459'CONTINUE 0.2 MI. TO GRADED RD. ON LEFT, TURN LEFT AND FOLLOW RD.
 KN0459'0.9 MI. UP CANYON TO TOP OF GRADE AND Y-FORK, TAKE RIGHT FORK AND
 KN0459'GO 0.9 MI., TURN LEFT AND FOLLOW DIM RD. ALONG RIDGE FOR 0.7 MI. TO
 KN0459'END OF TRUCK TRAVEL IN SADDLE AT FOOT OF SMALL HILL.  WALK TO TOP
 KN0459'AND STATION.
 KN0459'
 KN0459'STATION MARK--A STANDARD USGS TABLET, STAMPED ---ANT 1963---, CEMENTED
 KN0459'IN BEDROCK 3.5 FT. S. OF PROSPECT HOLE.
 KN0459'
 KN0459'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET, STAMPED
 KN0459'---ANT NO 1 1963---, CEMENTED IN TOP OF LARGEST ROCK ON SW. SIDE OF
 KN0459'TOP, 3 FT. LOWER THAN STATION MARK.
 KN0459'
 KN0459'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET, STAMPED
 KN0459'---ANT NO 2 1963---, CEMENTED IN TOP OF BURIED ROCK ON SSE. SIDE OF
 KN0459'TOP, 4.5 FT. LOWER THAN STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0796 ***********************************************************************
 LO0796  DESIGNATION -  ANT HILL
 LO0796  PID         -  LO0796
 LO0796  STATE/COUNTY-  UT/UTAH
 LO0796  COUNTRY     -  US
 LO0796  USGS QUAD   -  SOLDIERS PASS (2017)
 LO0796
 LO0796                         *CURRENT SURVEY CONTROL
 LO0796  ______________________________________________________________________
 LO0796* NAD 83(1994) POSITION- 40 07 54.34343(N) 111 59 48.79971(W)   ADJUSTED
 LO0796* NAVD 88 ORTHO HEIGHT -  1614.    (meters)     5295.    (feet) SCALED
 LO0796  ______________________________________________________________________
 LO0796  GEOID HEIGHT    -        -17.543 (meters)                     GEOID18
 LO0796  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 LO0796  HORZ ORDER      -  THIRD
 LO0796
 LO0796.The horizontal coordinates were established by classical geodetic methods
 LO0796.and adjusted by the National Geodetic Survey in November 1997.
 LO0796
 LO0796.The orthometric height was scaled from a topographic map.
 LO0796
 LO0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0796.GEOID18 height accuracy estimate available here.
 LO0796
 LO0796.Click photographs - Photos may exist for this station.
 LO0796
 LO0796.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0796
 LO0796. The following values were computed from the NAD 83(1994) position.
 LO0796
 LO0796;                    North         East     Units Scale Factor Converg.
 LO0796;SPC UT C     - 2,199,777.925   457,654.352   MT  0.99991220   -0 19 05.9
 LO0796;SPC UT C     - 7,217,104.74  1,501,487.65   sFT  0.99991220   -0 19 05.9
 LO0796;UTM  12      - 4,442,857.941   415,068.919   MT  0.99968880   -0 38 33.3
 LO0796
 LO0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0796!SPC UT C     -   0.99974961  x   0.99991220  =   0.99966184
 LO0796!UTM  12      -   0.99974961  x   0.99968880  =   0.99943849
 LO0796
 LO0796:                Primary Azimuth Mark                     Grid Az
 LO0796:SPC UT C     -  H 67                                     159 25 10.3
 LO0796:UTM  12      -  H 67                                     159 44 37.7
 LO0796
 LO0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1506842857(NAD 83)
 LO0796
 LO0796|---------------------------------------------------------------------|
 LO0796| PID    Reference Object                     Distance      Geod. Az  |
 LO0796|                                                           dddmmss.s |
 LO0796| LO0795 H 67                                APPROX. 9.3 KM 1590604.4 |
 LO0796|---------------------------------------------------------------------|
 LO0796
 LO0796                          SUPERSEDED SURVEY CONTROL
 LO0796
 LO0796  NAD 83(1993)-  40 07 54.34284(N)    111 59 48.79948(W) AD(       ) 3
 LO0796  NAD 83(1986)-  40 07 54.32982(N)    111 59 48.79584(W) AD(       ) 3
 LO0796  NAD 27      -  40 07 54.48765(N)    111 59 45.98939(W) AD(       ) 3
 LO0796
 LO0796.Superseded values are not recommended for survey control.
 LO0796
 LO0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0796.See file dsdata.pdf to determine how the superseded data were derived.
 LO0796
 LO0796_MARKER: DD = SURVEY DISK
 LO0796_SETTING: 66 = SET IN ROCK OUTCROP
 LO0796_MARK LOGO: USGS
 LO0796_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0796+STABILITY: POSITION/ELEVATION WELL
 LO0796
 LO0796  HISTORY     - Date     Condition        Report By
 LO0796  HISTORY     - 1948     MONUMENTED       USGS
 LO0796  HISTORY     - 1948     GOOD             USGS
 LO0796
 LO0796                          STATION DESCRIPTION
 LO0796
 LO0796'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 LO0796'ON A SAGEBRUSH HILL ABOUT 10 MI. SE. OF FAIRFIELD AND ABOUT 15 MI.
 LO0796'NNW. FROM GOSHEN.  CAN BE EASILY REACHED ON HORSEBACK FROM ANY
 LO0796'DIRECTION.  ABOUT 12.5 MI. AIR NW. OF GOSHEN, 2 MI. W. OF MOSIDA, A
 LO0796'SETTLEMENT ON W. EDGE OF UTAH LAKE, 1 MI. S. OF FAIRFIELD-GOSHEN RD.
 LO0796'AT POINT WHERE IT CROSSES DIVIDE BETWEEN CEDAR AND GOSHEN VALLEYS.
 LO0796'
 LO0796'STATION MARK - STANDARD TABLET SET IN SOLID ROCK.
 LO0796'
 LO0796'RECOVERED AS DESCRIBED.
 LO0796'
 LO0796'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0373 ***********************************************************************
 JN0373  DESIGNATION -  ANTELOPE
 JN0373  PID         -  JN0373
 JN0373  STATE/COUNTY-  UT/PIUTE
 JN0373  COUNTRY     -  US
 JN0373  USGS QUAD   -  JAKES KNOLL (2017)
 JN0373
 JN0373                         *CURRENT SURVEY CONTROL
 JN0373  ______________________________________________________________________
 JN0373* NAD 83(1994) POSITION- 38 22 28.34950(N) 111 52 01.32210(W)   ADJUSTED
 JN0373* NAVD 88 ORTHO HEIGHT -  2703.5   (meters)     8870.    (feet) VERTCON3
 JN0373  ______________________________________________________________________
 JN0373  GEOID HEIGHT    -        -18.007 (meters)                     GEOID18
 JN0373  LAPLACE CORR    -          8.36  (seconds)                    DEFLEC18
 JN0373  HORZ ORDER      -  SECOND
 JN0373
 JN0373.The horizontal coordinates were established by classical geodetic methods
 JN0373.and adjusted by the National Geodetic Survey in November 1997.
 JN0373
 JN0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0373
 JN0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0373.GEOID18 height accuracy estimate available here.
 JN0373
 JN0373.Click photographs - Photos may exist for this station.
 JN0373
 JN0373.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0373
 JN0373. The following values were computed from the NAD 83(1994) position.
 JN0373
 JN0373;                    North         East     Units Scale Factor Converg.
 JN0373;SPC UT S     - 3,189,615.335   467,927.100   MT  1.00000432   -0 13 29.6
 JN0373;SPC UT S     -10,464,596.31  1,535,190.83   sFT  1.00000432   -0 13 29.6
 JN0373;UTM  12      - 4,247,728.264   424,264.859   MT  0.99967064   -0 32 17.8
 JN0373
 JN0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0373!SPC UT S     -   0.99957881  x   1.00000432  =   0.99958313
 JN0373!UTM  12      -   0.99957881  x   0.99967064  =   0.99924959
 JN0373
 JN0373:                Primary Azimuth Mark                     Grid Az
 JN0373:SPC UT S     -  FREMONT                                  038 12 34.8
 JN0373:UTM  12      -  FREMONT                                  038 31 23.0
 JN0373
 JN0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH2426447728(NAD 83)
 JN0373
 JN0373|---------------------------------------------------------------------|
 JN0373| PID    Reference Object                     Distance      Geod. Az  |
 JN0373|                                                           dddmmss.s |
 JN0373| JN0371 FREMONT                             APPROX.15.2 KM 0375905.2 |
 JN0373| CM4190 ANTELOPE RM 1                         7.181 METERS 21927     |
 JN0373| CM4191 ANTELOPE RM 2                         4.766 METERS 30411     |
 JN0373|---------------------------------------------------------------------|
 JN0373
 JN0373                          SUPERSEDED SURVEY CONTROL
 JN0373
 JN0373  NAD 83(1986)-  38 22 28.34440(N)    111 52 01.32153(W) AD(       ) 2
 JN0373  NAD 27      -  38 22 28.41396(N)    111 51 58.63623(W) AD(       ) 2
 JN0373  NGVD 29 (07/19/86) 2702.0    (m)         8865.     (f) VERT ANG       
 JN0373
 JN0373.Superseded values are not recommended for survey control.
 JN0373
 JN0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0373.See file dsdata.pdf to determine how the superseded data were derived.
 JN0373
 JN0373_MARKER: DB = BENCH MARK DISK
 JN0373_SETTING: 80 = SET IN A BOULDER
 JN0373_STAMPING: ANTELOPE 1968
 JN0373_MARK LOGO: USGS
 JN0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0373+STABILITY: SURFACE MOTION
 JN0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0373+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2012
 JN0373
 JN0373  HISTORY     - Date     Condition        Report By
 JN0373  HISTORY     - 1968     MONUMENTED       USGS
 JN0373  HISTORY     - 1969     GOOD             USGS
 JN0373  HISTORY     - 20040723 GOOD             INDIV
 JN0373  HISTORY     - 20091112 GOOD             INDIV
 JN0373  HISTORY     - 20120422 GOOD             GEOCAC
 JN0373
 JN0373                          STATION DESCRIPTION
 JN0373
 JN0373'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (ELS)
 JN0373'LOCATED ABOUT 12.5 MI. (AIRLINE) WSW. OF LOA.  AND ABOUT
 JN0373'9.5 MI. SSE. OF KOOSHAREM.  ON A SMALL BUT PROMINENT ROCKY KNOLL
 JN0373'ON THE N. SLOPE OF RIDGE LEADING TO THE PARKER RANGE OF
 JN0373'MOUNTAINS.  THE STATION IS IN SAGEBRUSH AND GRASS COVERED LAND
 JN0373'ABOUT 1 MI. N. OF THE FIRST TIMBERED TOP TO THE S.
 JN0373'
 JN0373'TO REACH FROM THE POST OFFICE IN LOA, UTAH DRIVE N. THEN W. ON
 JN0373'UTAH STATE HIGHWAY 24 FOR 11.7 MI. TO A CROSSROADS AT THE SUMMIT
 JN0373'OF HILL NEAR THE WAYNE-PIUTE COUNTY LINE.  TURN LEFT (S.) AND
 JN0373'FOLLOW MAIN-TRAVELED GRADED RD. FOR 6.40 MI. TO DIM RD. ON
 JN0373'LEFT.  TURN LEFT ON TRACK RD. FOR 0.25 MI. TO END OF RD. ON TOP
 JN0373'OF SMALL KNOLL.  DRIVE CROSS-COUNTRY N. UP SLOPE OF RIDGE FOR
 JN0373'0.2 MI. TO FIRST ROCKY TOP AND STATION.
 JN0373'
 JN0373'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED ANTELOPE 1968
 JN0373'SET IN TOP OF A NATURALLY EMBEDDED BOULDER PROJECTING ABOUT
 JN0373'0.4 FT. ABOVE NATURAL GROUND.
 JN0373'
 JN0373'REFERENCE MARK NO. 1--A STANDARD BRONZE TABLET STAMPED NO 1 1968
 JN0373'SET IN TOP OF A NATURALLY EMBEDDED BOULDER.
 JN0373'
 JN0373'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET STAMPED NO 2 1968
 JN0373'SET IN THE FLAT SURFACE OF A NATURALLY EMBEDDED BOULDER.
 JN0373
 JN0373                          STATION RECOVERY (1969)
 JN0373
 JN0373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JN0373'FOUND AS DESCRIBED BY USGS, 1968.
 JN0373'
 JN0373'ALL MARKS IN GOOD CONDITION.
 JN0373
 JN0373                          STATION RECOVERY (2004)
 JN0373
 JN0373'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HDM)
 JN0373'RECOVERED STATION MARK AND BOTH RMS.
 JN0373
 JN0373                          STATION RECOVERY (2009)
 JN0373
 JN0373'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (LR)
 JN0373'RECOVERED AS DESCRIBED
 JN0373
 JN0373                          STATION RECOVERY (2012)
 JN0373
 JN0373'RECOVERY NOTE BY GEOCACHING 2012 (JAC)
 JN0373'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0355 ***********************************************************************
 LP0355  DESIGNATION -  ANTELOPE
 LP0355  PID         -  LP0355
 LP0355  STATE/COUNTY-  UT/DAVIS
 LP0355  COUNTRY     -  US
 LP0355  USGS QUAD   -  ANTELOPE ISLAND (2017)
 LP0355
 LP0355                         *CURRENT SURVEY CONTROL
 LP0355  ______________________________________________________________________
 LP0355* NAD 83(1994) POSITION- 40 57 43.29698(N) 112 12 57.79312(W)   ADJUSTED
 LP0355* NAVD 88 ORTHO HEIGHT -  2012.3   (meters)     6602.    (feet) VERTCON3
 LP0355  ______________________________________________________________________
 LP0355  GEOID HEIGHT    -        -16.986 (meters)                     GEOID18
 LP0355  LAPLACE CORR    -          1.80  (seconds)                    DEFLEC18
 LP0355  HORZ ORDER      -  FIRST
 LP0355
 LP0355.The horizontal coordinates were established by classical geodetic methods
 LP0355.and adjusted by the National Geodetic Survey in June 1998.
 LP0355
 LP0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0355
 LP0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0355.GEOID18 height accuracy estimate available here.
 LP0355
 LP0355.Click photographs - Photos may exist for this station.
 LP0355
 LP0355.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0355
 LP0355. The following values were computed from the NAD 83(1994) position.
 LP0355
 LP0355;                    North         East     Units Scale Factor Converg.
 LP0355;SPC UT N     - 1,070,064.131   439,722.654   MT  0.99996947   -0 28 19.7
 LP0355;SPC UT N     - 3,510,702.07  1,442,656.74   sFT  0.99996947   -0 28 19.7
 LP0355;SPC UT C     - 2,292,097.110   439,715.192   MT  1.00009262   -0 27 31.3
 LP0355;SPC UT C     - 7,519,988.60  1,442,632.26   sFT  1.00009262   -0 27 31.3
 LP0355;UTM  12      - 4,535,253.668   397,668.258   MT  0.99972888   -0 47 50.1
 LP0355
 LP0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0355!SPC UT N     -   0.99968711  x   0.99996947  =   0.99965659
 LP0355!SPC UT C     -   0.99968711  x   1.00009262  =   0.99977970
 LP0355!UTM  12      -   0.99968711  x   0.99972888  =   0.99941607
 LP0355
 LP0355:                Primary Azimuth Mark                     Grid Az
 LP0355:SPC UT N     -  ANTELOPE AZ MK                           158 10 40.4
 LP0355:SPC UT C     -  ANTELOPE AZ MK                           158 09 52.0
 LP0355:UTM  12      -  ANTELOPE AZ MK                           158 30 10.8
 LP0355
 LP0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL9766835253(NAD 83)
 LP0355
 LP0355|---------------------------------------------------------------------|
 LP0355| PID    Reference Object                     Distance      Geod. Az  |
 LP0355|                                                           dddmmss.s |
 LP0355| CM4189 ANTELOPE RM 4                         2.300 METERS 11408     |
 LP0355| CM4187 ANTELOPE AZ MK                                     1574220.7 |
 LP0355| CM4188 ANTELOPE RM 3                         2.577 METERS 35346     |
 LP0355|---------------------------------------------------------------------|
 LP0355
 LP0355                          SUPERSEDED SURVEY CONTROL
 LP0355
 LP0355  NAD 83(1993)-  40 57 43.29537(N)    112 12 57.79321(W) AD(       ) 1
 LP0355  NAD 83(1986)-  40 57 43.28611(N)    112 12 57.78415(W) AD(       ) 1
 LP0355  NAD 27      -  40 57 43.49428(N)    112 12 54.97128(W) AD(       ) 1
 LP0355  USCA        -  40 57 38.05000(N)    112 13 00.84000(W) AD(       ) 3
 LP0355  USSD        -  40 57 44.37400(N)    112 12 55.54700(W) AD(       ) 3
 LP0355  NGVD 29 (07/19/86) 2011.4    (m)         6599.     (f) VERT ANG       
 LP0355
 LP0355.Superseded values are not recommended for survey control.
 LP0355
 LP0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0355.See file dsdata.pdf to determine how the superseded data were derived.
 LP0355
 LP0355_MARKER: DS = TRIANGULATION STATION DISK
 LP0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0355_STAMPING: ANTELOPE 1892 1963
 LP0355_MARK LOGO: CGS
 LP0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0355+STABILITY: SURFACE MOTION
 LP0355
 LP0355  HISTORY     - Date     Condition        Report By
 LP0355  HISTORY     - 1892     MONUMENTED       CGS
 LP0355  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LP0355  HISTORY     - 1974     GOOD             NGS
 LP0355
 LP0355                          STATION DESCRIPTION
 LP0355
 LP0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1892 (WE)
 LP0355'ON THE HIGHEST POINT OF ANTELOPE ISLAND, IN GREAT SALT LAKE.
 LP0355'THE STATION IS MARKED BY A COPPER BOLT SET IN SOLID ROCK
 LP0355'AND SURROUNDED BY A HOLLOW BRICK PIER 28 INCHES SQUARE SUPPORTING
 LP0355'A RED SANDSTONE CAP, WHICH BEARS A SECOND COPPER BOLT DIRECTLY
 LP0355'ABOVE THE FIRST AND IS INSCRIBED WITH A TRIANGLE AND THE
 LP0355'LEGEND U.S.C. AND G. SURVEY 1892.  THE STATION IS NEARLY
 LP0355'SURROUNDED BY A RING WALL OF ROCKS ABOUT 4 FEET HIGH, WITH
 LP0355'AN INNER DIAMETER OF 10 FEET.  THREE REFERENCE MARKS, EACH
 LP0355'A DRILL HOLE IN SOLID ROCK, ARE JUST OUTSIDE THE WALLSAT THE
 LP0355'FOLLOWING DISTANCES AND BEARINGS FROM THE STATION--2.43
 LP0355'METERS (8.0 FEET) S 40 DEG 57 MIN W 2.58 METERS (8.5 FEET)
 LP0355'AND 2.30 METERS (7.5 FEET).
 LP0355'ANTELOPE LATITUDE STATION, MARKED BY A BRICK PIER, IS 10.44
 LP0355'METERS (34.3 FEET FROM STATION S 13 DEG 34 MIN W.
 LP0355'THE VERTICAL-CIRCLE STATION IS 8.75 METERS (28.7
 LP0355'FEET) DISTANT.
 LP0355
 LP0355                          STATION RECOVERY (1963)
 LP0355
 LP0355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 LP0355'THE STATION MARK COPPER BOLT WAS RECOVERED.  THE SECOND COPPER
 LP0355'BOLT DIRECTLY ABOVE THE FIRST WAS DESTROYED, HOWEVER THE
 LP0355'DRILL HOLE WAS PRESERVED.  THE INSIGNIA U.S.C. AND G. SURVEY,
 LP0355'1892 IS AS DESCRIBED.  A STANDARD STATION MARK DISK WAS SET
 LP0355'IN THE DRILL HOLE.  DISTANCES AND DIRECTIONS TO DRILL HOLES
 LP0355'ORIGINALLY DESCRIBED AS REFERENCE MARKS DID NOT CHECK EXACTLY
 LP0355'AS TO DISTANCES AND DIRECTIONS WITH THE ORIGINAL DESCRIPTION.
 LP0355'NEW REFERENCE MARKS 3 AND 4 WERE SET IN TWO OF THESE DRILL
 LP0355'HOLES.  A NEW DESCRIPTION FOLLOWS.
 LP0355'
 LP0355'THE STATION IS ON THE HIGHEST POINT OF ANTELOPE ISLAND, IN THE
 LP0355'GREAT SALT LAKE.  IT IS ON LAND OWNED BY MR. BILL OLWELL WHO
 LP0355'LIVES IN SALT LAKE CITY.
 LP0355'
 LP0355'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 68
 LP0355'AND U.S. HIGHWAY 40 IN THE WEST PART OF SALT LAKE CITY, GO
 LP0355'WEST ON U.S. HIGHWAY 40 FOR 4.75 MILES TO A PAVED SIDE ROAD
 LP0355'RIGHT, JUST BEFORE REACHING A BRIDGE.  TURN RIGHT ON PAVED
 LP0355'ROAD FOR 0.85 MILE TO A T-ROAD, TURN LEFT AND GO WEST ON
 LP0355'GRAVELED ROAD FOR 0.7 MILE TO A T-ROAD RIGHT.  TURN RIGHT,
 LP0355'NORTH, FOR 1.7 MILES TO A GATE, PASS THROUGH THE GATE AND
 LP0355'CONTINUE AHEAD FOR 0.45 MILE TO A FORK.  TAKE THE LEFT FORK
 LP0355'FOR 0.75 MILE TO TWO WIRE GATES AND SHED AND CORRALS ON THE
 LP0355'RIGHT.  CONTINUE AHEAD THROUGH THE GATES ON THE MAIN ROAD FOR 3.9
 LP0355'MILES TO A FORK.  TAKE THE RIGHT FORK FOR 0.55 MILE TO A FORK.
 LP0355'TAKE THE RIGHT FORK, THIS ROAD IS BUILT UP ACROSS THE LAKE
 LP0355'BED AND SALT FLATS FOR 2.9 MILES TO A GATE, JUST BEFORE
 LP0355'REACHING THE ISLAND.  PASS THROUGH THE GATE AND CONTINUE
 LP0355'FOR 0.05 MILE TO A T-ROAD, TURN RIGHT, NORTH, FOR 4.55 MILES
 LP0355'TO A FORK, THE RIGHT FORK GOES TO SOME RANCH BUILDINGS.
 LP0355'TAKE THE LEFT FORK FOR 0.35 MILE TO A WIRE GATE AND A HAY
 LP0355'SHED ON THE RIGHT.  PASS THROUGH THE GATE AND CONTINUE FOR
 LP0355'0.45 MILE TO AN ALUMINUM GATE, PASS THROUGH THE GATE AND TURN
 LP0355'LEFT ON A TRACK ROAD FOR 0.95 MILE TO A FENCE CORNER ON
 LP0355'THE LEFT AND A FORK.  TAKE THE RIGHT FORK A VERY DIM TRACK
 LP0355'ROAD ACROSS DRAINAGE AND UP RIGHT SIDE OF DRAW FOR 0.9 MILE TO
 LP0355'THE END OF TRUCK TRAVEL.  FROM END OF TRUCK TRAVEL, CROSS
 LP0355'DRAW AND PACK UP GRASSY SLOPE TO TOP OF EAST-WEST RIDGE
 LP0355'FOR 30 MINUTES, THEN LEFT, WEST, ALONG TOP OF RIDGE FOR
 LP0355'ABOUT 30 MINUTES TO A HIGHER NORTH-SOUTH RIDGE, THEN
 LP0355'RIGHT, NORTH, FOR ABOUT 1 HOUR TO THE AZIMUTH MARK ON
 LP0355'THE RIGHT, THIS IS ABOUT 1/2 MILE AIRLINE FROM THE
 LP0355'STATION.  CONTINUE NORTH, FOR ABOUT 1 HOUR TO THE HIGHEST
 LP0355'POINT AND THE STATION.
 LP0355'
 LP0355'THE STATION MARK IS A STANDARD DISK, STAMPED ANTELOPE 1892 1963,
 LP0355'CEMENTED IN A DRILL HOLE OF A 28 INCH SQUARE HOLLOW BRICK
 LP0355'PIER PROJECTING 6 INCHES.  IT IS 29 FEET SOUTH OF THE NORTH
 LP0355'END OF THE RIDGE, 31 FEET WEST OF THE EAST EDGE OF THE RIDGE
 LP0355'AND 7 FEET EAST OF THE WEST EDGE OF THE RIDGE.
 LP0355'
 LP0355'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ANTELOPE NO 3
 LP0355'1892 1963, CEMENTED IN A DRILL HOLE IN A 1 BY 3 FOOT ROCK
 LP0355'OUTCROP PROJECTING 3 INCHES.  IT IS 29 FEET WEST OF THE EAST
 LP0355'EDGE OF THE RIDGE, 23 FEET SOUTH OF THE NORTH END OF THE RIDGE,
 LP0355'8 FEET EAST OF THE WEST EDGE OF THE RIDGE AND ABOUT 1 FOOT
 LP0355'LOWER THAN THE STATION.
 LP0355'
 LP0355'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED ANTELOPE NO 4
 LP0355'1892 1963, CEMENTED IN A DRILL HOLE IN A 3 BY 4 FOOT ROCK
 LP0355'OUTCROP PROJECTING 4 FEET ON THE SOUTHEAST SIDE AND 1 FOOT
 LP0355'ON THE NORTHWEST SIDE.  IT IS 36 FEET SOUTH OF THE NORTH END
 LP0355'OF THE RIDGE, 26 FEET WEST OF THE EAST EDGE OF THE RIDGE,
 LP0355'13 FEET EAST OF THE WEST EDGE OF THE RIDGE AND ABOUT THE SAME
 LP0355'ELEVATION AS THE STATION.
 LP0355'
 LP0355'AZIMUTH MARK IS A STANDARD DISK, STAMPED ANTELOPE 1963, CEMENTED
 LP0355'IN A DRILL HOLE IN A 3 BY 6 FOOT BOULDER PROJECTING 6 FEET
 LP0355'ON THE SOUTHEAST SIDE AND 3 FEET ON THE NORTHWEST SIDE.  IT
 LP0355'IS 20 FEET SOUTHEAST OF THE TOP OF THE RIDGE.
 LP0355
 LP0355                          STATION RECOVERY (1974)
 LP0355
 LP0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LP0355'THE STATION MARK, REFERENCE MARKS 3, 4 AND THE AZIMUTH MARK WERE
 LP0355'RECOVERED AND FOUND IN GOOD CONDITION.  HOWEVER A SLIGHT DIFFERENCE
 LP0355'IN DISTANCE TO REFERENCE MARKS 3 AND 4 WAS NOTED AND VERIFIED.  A
 LP0355'NEW DESCRIPTION FOLLOWS.
 LP0355'
 LP0355'THE STATION IS LOCATED ON THE HIGHEST POINT OF ANTELOPE ISLAND, IN
 LP0355'THE GREAT SALT LAKE.  THE PROPERTY IS OWNED BY THE ISLAND RANCH
 LP0355'COMPANY.
 LP0355'
 LP0355'THE STATION WAS REACHED BY HELICOPTER.
 LP0355'
 LP0355'THE STATION MARK IS A STANDARD DISK STAMPED ANTELOPE 1892 1963, SET
 LP0355'IN THE TOP OF A 28-INCH SQUARE RED SANDSTONE SLAB, WITH THE LEGEND
 LP0355'U.S. C. AND G. SURVEY 1892 ON THE SLAB.  IT IS 8 FEET WEST OF THE
 LP0355'EAST EDGE OF A RIDGE, 10 FEET SOUTH OF THE NORTH END OF THE RIDGE
 LP0355'AND 7 FEET EAST OF THE WEST EDGE OF THE RIDGE.
 LP0355'
 LP0355'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ANTELOPE NO 3 1892
 LP0355'1963, CEMENTED IN A DRILL HOLE IN A 1 BY 3 FOOT ROCK OUTCROP
 LP0355'PROJECTING 3 INCHES.  IT IS 8 FEET WEST OF THE EAST EDGE OF THE
 LP0355'RIDGE, 8 FEET EAST OF THE WEST EDGE OF THE RIDGE, 5 FEET SOUTH OF
 LP0355'THE NORTH END OF THE RIDGE AND ABOUT 1 FOOT LOWER THAN THE
 LP0355'STATION.
 LP0355'
 LP0355'REFERENCE MARK 4 IS A STANDARD DISK STAMPED ANTELOPE NO 4 1892
 LP0355'1963, CEMENTED IN A DRILL HOLE IN A 3 BY 4 FOOT ROCK OUTCROP
 LP0355'PROJECTING 4 FEET ON THE SOUTHEAST.  IT IS 12 FEET EAST OF THE WEST
 LP0355'EDGE OF THE RIDGE, 6 FEET SOUTH OF THE NORTH END OF THE RIDGE, 4
 LP0355'FEET WEST OF THE EAST EDGE OF THE RIDGE AND ABOUT THE SAME
 LP0355'ELEVATION AS THE STATION.
 LP0355'
 LP0355'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ANTELOPE 1963, CEMENTED
 LP0355'IN A DRILL HOLE IN A 3 BY 6 FOOT BOULDER THAT PROJECTS 6 FEET ON THE
 LP0355'SOUTHEAST AND 3 FEET ON THE NORTHWEST.  IT IS 20 FEET SOUTHEAST OF
 LP0355'THE RIDGE.
 LP0355'
 LP0355'TO REACH THE AZIMUTH MARK FROM THE STATION PACK SOUTH-SOUTHEAST
 LP0355'ALONG THE RIDGE FOR ABOUT 30 MINUTES TO THE MARK.
 LP0355'
 LP0355'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LP0355'13 MILES SOUTHWEST OF LAYTON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1073 ***********************************************************************
 LO1073  DESIGNATION -  ANTELOPE
 LO1073  PID         -  LO1073
 LO1073  STATE/COUNTY-  UT/DUCHESNE
 LO1073  COUNTRY     -  US
 LO1073  USGS QUAD   -  MYTON SW (2017)
 LO1073
 LO1073                         *CURRENT SURVEY CONTROL
 LO1073  ______________________________________________________________________
 LO1073* NAD 83(1994) POSITION- 40 01 05.66031(N) 110 12 46.65399(W)   ADJUSTED
 LO1073* NAVD 88 ORTHO HEIGHT -  1979.3   (meters)     6494.    (feet) VERTCON3
 LO1073  ______________________________________________________________________
 LO1073  GEOID HEIGHT    -        -17.420 (meters)                     GEOID18
 LO1073  LAPLACE CORR    -         -5.83  (seconds)                    DEFLEC18
 LO1073  HORZ ORDER      -  THIRD
 LO1073
 LO1073.The horizontal coordinates were established by classical geodetic methods
 LO1073.and adjusted by the National Geodetic Survey in November 1997.
 LO1073
 LO1073.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1073
 LO1073.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1073.GEOID18 height accuracy estimate available here.
 LO1073
 LO1073.Click photographs - Photos may exist for this station.
 LO1073
 LO1073.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1073
 LO1073. The following values were computed from the NAD 83(1994) position.
 LO1073
 LO1073;                    North         East     Units Scale Factor Converg.
 LO1073;SPC UT C     - 2,187,846.743   609,861.762   MT  0.99990392   +0 49 28.0
 LO1073;SPC UT C     - 7,177,960.52  2,000,854.80   sFT  0.99990392   +0 49 28.0
 LO1073;UTM  12      - 4,430,078.209   567,164.038   MT  0.99965553   +0 30 22.0
 LO1073
 LO1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1073!SPC UT C     -   0.99969232  x   0.99990392  =   0.99959627
 LO1073!UTM  12      -   0.99969232  x   0.99965553  =   0.99934795
 LO1073
 LO1073:                Primary Azimuth Mark                     Grid Az
 LO1073:SPC UT C     -  ANTELOPE AZ MK                           067 12 01.9
 LO1073:UTM  12      -  ANTELOPE AZ MK                           067 31 07.9
 LO1073
 LO1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK6716430078(NAD 83)
 LO1073
 LO1073|---------------------------------------------------------------------|
 LO1073| PID    Reference Object                     Distance      Geod. Az  |
 LO1073|                                                           dddmmss.s |
 LO1073| CP5271 ANTELOPE AZ MK                                     0680129.9 |
 LO1073| CP5272 ANTELOPE RM 1                        14.899 METERS 21946     |
 LO1073| CP5273 ANTELOPE RM 2                        14.618 METERS 29306     |
 LO1073|---------------------------------------------------------------------|
 LO1073
 LO1073                          SUPERSEDED SURVEY CONTROL
 LO1073
 LO1073  NAD 83(1993)-  40 01 05.65796(N)    110 12 46.65438(W) AD(       ) 3
 LO1073  NAD 83(1986)-  40 01 05.64007(N)    110 12 46.64676(W) AD(       ) 3
 LO1073  NAD 27      -  40 01 05.77000(N)    110 12 44.10200(W) AD(       ) 3
 LO1073  NGVD 29 (07/19/86) 1978.0    (m)         6489.     (f) VERT ANG       
 LO1073
 LO1073.Superseded values are not recommended for survey control.
 LO1073
 LO1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1073.See file dsdata.pdf to determine how the superseded data were derived.
 LO1073
 LO1073_MARKER: DD = SURVEY DISK
 LO1073_SETTING: 66 = SET IN ROCK OUTCROP
 LO1073
 LO1073  HISTORY     - Date     Condition        Report By
 LO1073  HISTORY     - 1936     MONUMENTED       USGS
 LO1073  HISTORY     - 1947     GOOD             CGS
 LO1073  HISTORY     - 1963     GOOD             USGS
 LO1073  HISTORY     - 1966     GOOD             USGS
 LO1073
 LO1073                          STATION DESCRIPTION
 LO1073
 LO1073'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (WRP)
 LO1073'ABOUT 13-1/2 MILES SOUTH AND 6 MILES WEST OF MYTON, 10 MILES
 LO1073'SOUTH AND 10 MILES EAST OF DUCHESNE, ON BARE KNOLL WITH SCATTERING
 LO1073'CEDARS AROUND EDGES, ABOUT HALFWAY BETWEEN WELLS DRAW AND
 LO1073'ANTELOPE CANYON, AND IN SEC. 22, T. 9 S., R. 15 E.  THERE ARE
 LO1073'MANY SIMILAR KNOLLS TO WEST AND SOUTH, AND HIGHER GROUND TO
 LO1073'SOUTH.  TO REACH FROM MYTON, GO WEST 0.45 MILE ON U.S. HIGHWAY
 LO1073'40 TO BLACK AND YELLOW WATER TANK.  CONTINUE WEST 0.8 MILE
 LO1073'TO GRADED SIDE ROAD.  LEAVE HIGHWAY AND GO SOUTH AND WEST
 LO1073'0.6 MILE TO THREE FORKS.  TAKE MIDDLE FORK UP HILL AND ALONG
 LO1073'TOP OF MESA 1.1 MILES TO FORKS AND SIGN TO PRICE.  TAKE RIGHT
 LO1073'FORK AND FOLLOW BLADED ROAD SOUTHWEST AND SOUTH 3.65 MILES TO
 LO1073'BRIDGE WITH WHITE RAILING.  CONTINUE SOUTH ON BLADED ROAD 1.4
 LO1073'MILES TO FORK.  LEAVE BLADED ROAD, TAKE RIGHT FORK ON TRAIL
 LO1073'ROAD 0.2 MILE TO FORK.  TAKE LEFT FORK (MAIN TRAIL) AND
 LO1073'GO 1.7 MILES TO FORK.  TAKE EIGHER FORK AND GO 1.75
 LO1073'MILES TO CROSSROADS WITH U.S. GEOLOGICAL SURVEY BENCH MARK
 LO1073'(M-74-1934) ON RIGHT.  CONTINUE
 LO1073'SOUTHWEST 2.0 MILES TO VERY DIM FORK, TAKE LEFT FORK
 LO1073'(SOUTHWEST) 0.2 MILE TO FORK.  TAKE LEFT (MAIN) FORK
 LO1073'SOUTHWESTERLY 0.8 MILE TO TOP OF SMALL RISE.  LEAVE ROAD AND
 LO1073'GO RIGHT (WEST) ALONG SLOPE OF HILL TO NORTH SIDE OF CREEK
 LO1073'BOTTOM 0.75 MILE TO TOP OF KNOLL AND STATION SITE.
 LO1073'MARKED BY STANDARD U.S. GEOLOGICAL SURVEY STATION DISK IN
 LO1073'OUTCROPPING BEDROCK.  REFERENCE MARKS ARE STANDARD REFERENCE
 LO1073'DISKS IN CONCRETE.  NO. 1 PROJECTS 12 INCHES, AND
 LO1073'IS 14.944 METERS (49.03 FEET) SOUTHWEST OF STATION.
 LO1073'NO. 2 PROJECTS 8 INCHES, AND IS 14.633 METERS
 LO1073'(48.01 FEET) WEST-NORTHWEST OF STATION.
 LO1073'DISTANCE BETWEEN REFERENCE MARKS IS 58.01 FEET.
 LO1073'AZIMUTH MARK IS STANDARD DISK IN CONCRETE, PROJECTING
 LO1073'8 INCHES, AND 0.75 MILE EAST-NORTHEAST OF STATION.
 LO1073
 LO1073                          STATION RECOVERY (1947)
 LO1073
 LO1073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LO1073'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 LO1073'AS DESCRIBED WITH THE EXCEPTION OF DIFFERENCE IN DISTANCE
 LO1073'AND DIRECTION TO REFERENCE MARKS NO. 1 AND NO. 2, THE CORRECT
 LO1073'DISTANCE AND DIRECTION LISTED BELOW.  A NEW TO REACH WAS WRITTEN,
 LO1073'THE ROAD BEING SHORTER AND BETTER.
 LO1073'
 LO1073'THE STATION IS LOCATED ABOUT 15 MILES AIRLINE SOUTHWEST OF
 LO1073'MYTON, ABOUT 14.5 MILES AIRLINE SOUTHEAST OF DUCHESNE AND ABOUT
 LO1073'10 MILES AIRLINE SOUTH OF BRIDGELAND, ON A BARE KNOLL WITH
 LO1073'SCATTERED CEDARS AROUND EDGES, ABOUT HALF WAY BETWEEN WELLS
 LO1073'DRAW AND ANTELOPE CANYON.  THERE IS SIMILAR KNOLLS TO WEST
 LO1073'AND SOUTH AND HIGHER GROUND TO SOUTH, IT IS IN TOP AND CENTER
 LO1073'OF KNOLL, A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN CONCRETE
 LO1073'POST FLUSH AND STAMPED M 1934 ANTELOPE.
 LO1073'
 LO1073'REFERENCE MARK NO. 1 IS A BRONZE DISK,
 LO1073'APPROXIMATELY 2 FEET LOWER THAN STATION PROJECTS 10 INCHES
 LO1073'AND STAMPED ANTELOPE NO 1 1936.
 LO1073'
 LO1073'REFERENCE MARK NO. 2 IS A BRONZE DISK,
 LO1073'APPROXIMATELY 2 FEET LOWER THAN STATION PROJECTS 10 INCHES
 LO1073'AND STAMPED ANTELOPE NO 2 1936
 LO1073'
 LO1073'THE AZIMUTH MARK IS A BRONZE DISK,
 LO1073'10 FEET WEST AND APPROXIMATELY THE SAME ELEVATION AS THE CENTER
 LO1073'LINE OF ROAD PROJECTS 6 INCHES AND STAMPED ANTELOPE 1936.
 LO1073'
 LO1073'TO REACH FROM BRIDGELAND WHICH IS LOCATED ON U.S. HIGHWAY
 LO1073'NO. 40.  GO EAST ON HIGHWAY 40 FOR 1.9 MILES TO INTERSECTION
 LO1073'OF A DIRT ROAD.  TURN RIGHT (S) FOR 0.4 MILE TO A CROSSROAD.
 LO1073'CONTINUE STRAIGHT AHEAD CROSSING TWO BRIDGES OVER IRRIGATION
 LO1073'CANALS AND FOLLOW MAIN TRAVELED ROAD FOR 4.1 MILES TO A FORK.
 LO1073'TAKE LEFT FORK FOR 3.75 MILES TO A CROSSROAD AND A U.S.
 LO1073'GEOLOGICAL SURVEY BENCH MARK (M 7 1934 ELEVATION 5,924.2 FEET)
 LO1073'ON RIGHT.  TURN RIGHT ON TRACK ROAD AND FOLLOW MAIN TRACKS
 LO1073'FOR 3.15 MILES TO VERY DIM TRACKS AND AZIMUTH MARK ON RIGHT
 LO1073'(W) SIDE OF ROAD.  TURN RIGHT ON DIM TRACKS IN A
 LO1073'SOUTHWESTERLY DIRECTION TO THE LAST VISABLE KNOLL AND STATION
 LO1073'SITE, 0.75 MILE FROM AZIMUTH MARK.  A DRIVE STATION WITH
 LO1073'4 WHEEL DRIVE OTHERWISE POSSIBLY 5 MINUTE PACK.
 LO1073'
 LO1073'OBSERVATIONS MADE FROM A 1.23 M TRIPOD.
 LO1073
 LO1073                          STATION RECOVERY (1963)
 LO1073
 LO1073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LO1073'REVISED TO REACH DESCRIPTION FOLLOWS--TO REACH FROM POST OFFICE
 LO1073'IN ROOSEVELT DRIVE W AND SW ON U.S. HWY 40 FOR 10.7 MI. TO
 LO1073'JUNCTION OF U.S. HWY 40 AND STATE HWY 53.  TURN LEFT (S) AND
 LO1073'FOLLOW STATE HIGHWAY 53 FOR 1.6 MI. TO PROMINENT Y-FK.  TAKE
 LO1073'RIGHT FK. (STATE HIGHWAY 53) AND GO 10.4 MI. TO GRADED RD. TO
 LO1073'RIGHT JUST BEYOND MILE POST 59.  TURN RIGHT AND GO 1.6 MI.
 LO1073'TO OIL WELL.  CONTINUE ON MAIN TRAVELED RD. FOR 1.8 MI. TO
 LO1073'TRACK RD. X-ING 0.1 MI. E OF OIL WELL.  TURN RIGHT AND FOLLOW
 LO1073'TRACK RD. 1.0 MI. TO ANTELOPE AZIMUTH MARK ON LEFT.  TURN
 LO1073'LEFT AND DRIVE SOUTHWESTERLY ACROSS COUNTRY FOR 0.8 MI. TO
 LO1073'LAST VISIBLE KNOLL AND STATION SITE.
 LO1073
 LO1073                          STATION RECOVERY (1966)
 LO1073
 LO1073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LO1073'RECOVERED.
 LO1073'
 LO1073'STATION MARK--STANDARD TABLET, STAMPED ---M 1934 ANTELOPE---.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0472 ***********************************************************************
 KN0472  DESIGNATION -  ANTHRIO
 KN0472  PID         -  KN0472
 KN0472  STATE/COUNTY-  UT/DUCHESNE
 KN0472  COUNTRY     -  US
 KN0472  USGS QUAD   -  WOOD CANYON (2017)
 KN0472
 KN0472                         *CURRENT SURVEY CONTROL
 KN0472  ______________________________________________________________________
 KN0472* NAD 83(1994) POSITION- 39 52 11.02364(N) 110 23 52.76108(W)   ADJUSTED
 KN0472* NAVD 88 ORTHO HEIGHT -  2683.    (meters)     8802.    (feet) SCALED
 KN0472  ______________________________________________________________________
 KN0472  GEOID HEIGHT    -        -16.631 (meters)                     GEOID18
 KN0472  LAPLACE CORR    -         -6.52  (seconds)                    DEFLEC18
 KN0472  HORZ ORDER      -  THIRD
 KN0472
 KN0472.The horizontal coordinates were established by classical geodetic methods
 KN0472.and adjusted by the National Geodetic Survey in November 1997.
 KN0472
 KN0472.The orthometric height was scaled from a topographic map.
 KN0472
 KN0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0472.GEOID18 height accuracy estimate available here.
 KN0472
 KN0472.Click photographs - Photos may exist for this station.
 KN0472
 KN0472.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0472
 KN0472. The following values were computed from the NAD 83(1994) position.
 KN0472
 KN0472;                    North         East     Units Scale Factor Converg.
 KN0472;SPC UT C     - 2,171,149.082   594,271.631   MT  0.99989900   +0 42 21.3
 KN0472;SPC UT C     - 7,123,178.28  1,949,706.18   sFT  0.99989900   +0 42 21.3
 KN0472;UTM  12      - 4,413,471.944   551,485.152   MT  0.99963263   +0 23 09.3
 KN0472
 KN0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0472!SPC UT C     -   0.99958182  x   0.99989900  =   0.99948086
 KN0472!UTM  12      -   0.99958182  x   0.99963263  =   0.99921460
 KN0472
 KN0472:                Primary Azimuth Mark                     Grid Az
 KN0472:SPC UT C     -  ANTHRIO AZ MK                            282 41 39.6
 KN0472:UTM  12      -  ANTHRIO AZ MK                            283 00 51.6
 KN0472
 KN0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK5148513471(NAD 83)
 KN0472
 KN0472|---------------------------------------------------------------------|
 KN0472| PID    Reference Object                     Distance      Geod. Az  |
 KN0472|                                                           dddmmss.s |
 KN0472| KN0473 T7S R5W SEC 13 AP                     3.068 METERS 02002     |
 KN0472| CM6857 ANTHRIO RM 1                         13.886 METERS 03916     |
 KN0472| CM6856 ANTHRIO AZ MK                                      2832400.9 |
 KN0472| CM6858 ANTHRIO RM 2                         20.777 METERS 34031     |
 KN0472|---------------------------------------------------------------------|
 KN0472
 KN0472                          SUPERSEDED SURVEY CONTROL
 KN0472
 KN0472  NAD 83(1993)-  39 52 11.02188(N)    110 23 52.75530(W) AD(       ) 3
 KN0472  NAD 83(1986)-  39 52 11.00855(N)    110 23 52.75203(W) AD(       ) 3
 KN0472  NAD 27      -  39 52 11.15400(N)    110 23 50.18800(W) AD(       ) 3
 KN0472
 KN0472.Superseded values are not recommended for survey control.
 KN0472
 KN0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0472.See file dsdata.pdf to determine how the superseded data were derived.
 KN0472
 KN0472_MARKER: DS = TRIANGULATION STATION DISK
 KN0472_SETTING: 66 = SET IN ROCK OUTCROP
 KN0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0472+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 KN0472
 KN0472  HISTORY     - Date     Condition        Report By
 KN0472  HISTORY     - 1938     MONUMENTED       CGS
 KN0472  HISTORY     - 1966     GOOD             USGS
 KN0472  HISTORY     - 20090604 GOOD             UT-007
 KN0472
 KN0472                          STATION DESCRIPTION
 KN0472
 KN0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0472'STATION ANTHRIO IS LOCATED IN THE CENTRAL PART OF UTAH IN THE
 KN0472'EXTREME S CENTRAL PART OF DUCHESNE COUNTY.  LOCATED ABOUT MIDWAY
 KN0472'BETWEEN INDIAN CANYON AND DESOLATION CANYON ON WHAT IS KNOWN
 KN0472'AS BADLAND CLIFFS, WHICH IS ABOUT ON THE SOUTHERN BOUNDARY
 KN0472'OF THE EASTERN PART OF THE UINTA NATIONAL FOREST.  THE STATION
 KN0472'IS LOCATED ON ANTHRIO POINT WHICH IS THE HIGHEST POINT OF A
 KN0472'TREELESS AND LOOSE ROCK COVERED MESA THAT RISES GRADUALLY FROM
 KN0472'THE N AND BLUFFS TO THE E AND S.  THERE IS A LARGE ROCK CAIRN
 KN0472'10 FEET N OF THE STATION.  IT IS ABOUT 26.5 MILES AIRLINE ENE
 KN0472'OF CASTLEGATE.  29 MILES NE OF PRICE AND ABOUT 21 MILES
 KN0472'AIRLINE DUE S OF DUCHESNE
 KN0472'
 KN0472'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 KN0472'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 KN0472'
 KN0472'REACHED FROM PRICE BY GOING E ON U.S. HIGHWAY 50 FOR 9.8 MILES
 KN0472'TO THE INTERSECTION OF U.S. HIGHWAY 50 AND HIGHWAY U 53.
 KN0472'(THERE IS A SIGN ON THE RIGHT OF THE ROAD MARKED MYTON).  HERE
 KN0472'TURN LEFT (N) ON THE MYTON ROAD AND FOLLOW IT 30.8 MILES, WHICH
 KN0472'LEADS YOU UP A CANYON BY A COAL MINE OVER THE PASS AND DOWN THE
 KN0472'LEFT SIDE OF MINNIE MAUD CREEK THRU NINE MILE CANYON TO A ROAD
 KN0472'COMING IN FROM THE LEFT, WHICH IS ABOUT 0.5 MILE AFTER PASSING
 KN0472'BETWEEN A LARGE BARN ON THE RIGHT AND LARGE RANCHHOUSE ON THE
 KN0472'LEFT, AND WHICH IS JUST AFTER CROSSING A BRIDGE.  HERE TURN
 KN0472'LEFT ON DIRT ROAD AND FOLLOW IT UP THE RIGHT SIDE OF THE
 KN0472'CANYON, THRU SEVERAL GATES FOR 3.9 MILES TO A POLE GATE AND
 KN0472'POLE CORRALS ON THE RIGHT AND A SMALL RANCHHOUSE SET IN A
 KN0472'GREEN VALLEY ABOUT 0.2 MILE E.  GO THRU GATE AND FOLLOW ROAD
 KN0472'0.15 MILE TO A DIM FORK LEADING UP A SIDE CANYON TO THE
 KN0472'RIGHT.  THENCE RIGHT FORK, N, TRACK ROAD, FOR 2.5 MILES TO A
 KN0472'FORK IN THE CANYON AND A SMALL ROCK CAIRN AT JUNCTION, THIS
 KN0472'IS THE END OF TRUCK TRAVEL.
 KN0472'
 KN0472'FROM HERE PACK UP THE RIGHT CANYON ABOUT 1/2 MILE TO WHERE
 KN0472'THERE IS A TRIANGULAR BLAZE ON A PINE TREE ON THE RIGHT.  HERE
 KN0472'LEAVE CANYON ON TRAIL TO RIGHT OF PINE TREE AND FOLLOW IT TO THE
 KN0472'E AND N TO THE TOP OF A RIDGE AND ACROSS A MEADOW AND THEN
 KN0472'BENDS DUE N UP A STEEP NARROW RIDGE TO THE TOP OF A TREELESS
 KN0472'PLATEAU.  (DISTANCE ABOUT 3.5 MILES)
 KN0472'
 KN0472'AT PLACE ALONG THE TRAIL A HIGH PLATEAU CAN BE SEEN TO THE N.
 KN0472'THE PLATEAU HAS THREE POINTS COMING OFF AT EQUAL INTERVALS.
 KN0472'THE STATION IS ON THE EASTERN MOST ONE OF THESE POINTS AND THE
 KN0472'AZIMUTH MARK IS ON THE THIRD FROM THE E.  THE TRAIL LEADS UP TO
 KN0472'THE POINT WHERE THE AZIMUTH MARK IS LOCATED SO IN CASE THE TRAIL
 KN0472'IS LOST AT ANY TIME JUST HEAD FOR THE AZIMUTH MARK AND THE TRAIL
 KN0472'WILL BE PICKED UP AGAIN.
 KN0472'
 KN0472'THE DEPARTMENT OF AGRICULTURE, FOREST SERVICE MARK 10 FEET
 KN0472'N OF THE STATION IS MARKED T 75 R 5 W 1926.
 KN0472'
 KN0472'THERE IS A LARGE ROCK CAIRN ABOUT 50 FEET W OF AZIMUTH MARK
 KN0472'AND ON RANGE WITH IT AND STATION.  (ABOUT 3 TO 3-1/2 HOURS PACK
 KN0472'FROM END OF TRUCK TRAVEL.) (HORSES MAY BE OBTAINED ABOUT 2
 KN0472'MILES BELOW END OF TRUCK TRAVEL FROM A.R. SCHULTHUS OF PRICE,
 KN0472'UTAH, BY GIVING HIM ABOUT A DAYS NOTICE.  WITH PACK HORSE IT
 KN0472'IS FROM 1-1/2 TO 2 HOURS PACK DEPENDING ON THE LOAD).
 KN0472
 KN0472                          STATION RECOVERY (1966)
 KN0472
 KN0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0472'RECOVERED.
 KN0472'
 KN0472'STATION MARK--STANDARD BRONZE DISK, WEDGED IN DRILL HOLE IN
 KN0472'OUTCROPPING BEDROCK.
 KN0472
 KN0472                          STATION RECOVERY (2009)
 KN0472
 KN0472'RECOVERY NOTE BY CARBON COUNTY UTAH 2009 (BG)
 KN0472'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0368 ***********************************************************************
 JN0368  DESIGNATION -  ANTIMONY
 JN0368  PID         -  JN0368
 JN0368  STATE/COUNTY-  UT/GARFIELD
 JN0368  COUNTRY     -  US
 JN0368  USGS QUAD   -  ANTIMONY (2017)
 JN0368
 JN0368                         *CURRENT SURVEY CONTROL
 JN0368  ______________________________________________________________________
 JN0368* NAD 83(1994) POSITION- 38 07 02.66298(N) 111 58 48.15386(W)   ADJUSTED
 JN0368* NAVD 88 ORTHO HEIGHT -  2125.4   (meters)     6973.    (feet) VERTCON3
 JN0368  ______________________________________________________________________
 JN0368  GEOID HEIGHT    -        -18.675 (meters)                     GEOID18
 JN0368  LAPLACE CORR    -          9.67  (seconds)                    DEFLEC18
 JN0368  HORZ ORDER      -  SECOND
 JN0368
 JN0368.The horizontal coordinates were established by classical geodetic methods
 JN0368.and adjusted by the National Geodetic Survey in November 1997.
 JN0368
 JN0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0368
 JN0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0368.GEOID18 height accuracy estimate available here.
 JN0368
 JN0368.Click photographs - Photos may exist for this station.
 JN0368
 JN0368.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0368
 JN0368. The following values were computed from the NAD 83(1994) position.
 JN0368
 JN0368;                    North         East     Units Scale Factor Converg.
 JN0368;SPC UT S     - 3,161,118.584   457,905.498   MT  0.99996817   -0 17 38.8
 JN0368;SPC UT S     -10,371,103.22  1,502,311.62   sFT  0.99996817   -0 17 38.8
 JN0368;UTM  12      - 4,219,295.190   414,091.220   MT  0.99969089   -0 36 18.0
 JN0368
 JN0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0368!SPC UT S     -   0.99966955  x   0.99996817  =   0.99963773
 JN0368!UTM  12      -   0.99966955  x   0.99969089  =   0.99936054
 JN0368
 JN0368:                Primary Azimuth Mark                     Grid Az
 JN0368:SPC UT S     -  WOG                                      082 40 30.7
 JN0368:UTM  12      -  WOG                                      082 59 09.9
 JN0368
 JN0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH1409119295(NAD 83)
 JN0368
 JN0368|---------------------------------------------------------------------|
 JN0368| PID    Reference Object                     Distance      Geod. Az  |
 JN0368|                                                           dddmmss.s |
 JN0368| CM4193 ANTIMONY RM 2                         7.037 METERS 04253     |
 JN0368| JN0369 WOG                                 APPROX. 8.5 KM 0822251.9 |
 JN0368| CM4192 ANTIMONY RM 1                         6.440 METERS 19600     |
 JN0368|---------------------------------------------------------------------|
 JN0368
 JN0368                          SUPERSEDED SURVEY CONTROL
 JN0368
 JN0368  NAD 83(1986)-  38 07 02.65846(N)    111 58 48.15648(W) AD(       ) 2
 JN0368  NAD 27      -  38 07 02.71827(N)    111 58 45.45316(W) AD(       ) 2
 JN0368  NGVD 29 (07/19/86) 2124.1    (m)         6969.     (f) VERT ANG       
 JN0368
 JN0368.Superseded values are not recommended for survey control.
 JN0368
 JN0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0368.See file dsdata.pdf to determine how the superseded data were derived.
 JN0368
 JN0368_MARKER: Z = SEE DESCRIPTION
 JN0368_SETTING: 0 = UNSPECIFIED SETTING
 JN0368
 JN0368  HISTORY     - Date     Condition        Report By
 JN0368  HISTORY     - 1969     MONUMENTED       USGS
 JN0368
 JN0368                          STATION DESCRIPTION
 JN0368
 JN0368'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 JN0368'LOCATED ABOUT 27.0 MI (AIRLINE) SW. OF LOA.  ABOUT 4.0 MI SE. OF
 JN0368'THE DAM AT OTTER CREEK RESERVOIR.  2.0 MI E. OF ANTIMONY.  ON THE
 JN0368'TOP OF A PROMINENT FLAT TOP.
 JN0368'
 JN0368'TO REACH FROM THE POST OFFICE IN ANTIMONY TRAVEL S. AND E. ON
 JN0368'STATE HIGHWAY 22 FOR 0.3 MI TO A T-RD. AT THE LDS CHURCH.  TURN
 JN0368'LEFT (N.) AND FOLLOW RD. FOR 0.1 MI TO A CROSSROAD.  TURN RIGHT
 JN0368'ONTO DRY WASH RD. AND FOLLOW MAIN-TRAVELED RD. FOR 0.25 MI TO A
 JN0368'GATE.  PASS THROUGH GATE, LEAVE THE RD. AND TRAVEL CROSS-COUNTRY
 JN0368'IN A EASTERLY DIRECTION UP THE RIDGE TOWARDS THE HIGHEST POINT
 JN0368'FOR 0.55 MI AND END OF TRUCK TRAVEL.  PACK E. UPHILL TO THE TOP
 JN0368'AND STATION.  A 5-MINUTE PACK.
 JN0368'
 JN0368'STATION MARK--STANDARD TABLET STAMPED ANTIMONY 1969 CEMENTED IN
 JN0368'ROCK OUTCROP.
 JN0368'
 JN0368'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED NO 1 1969 CEMENTED
 JN0368'IN ROCK OUTCROP.
 JN0368'
 JN0368'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED NO 2 1969 CEMENTED
 JN0368'IN ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0764 ***********************************************************************
 MS0764  DESIGNATION -  ANTS
 MS0764  PID         -  MS0764
 MS0764  STATE/COUNTY-  UT/BOX ELDER
 MS0764  COUNTRY     -  US
 MS0764  USGS QUAD   -  RUNSWICK WASH (2017)
 MS0764
 MS0764                         *CURRENT SURVEY CONTROL
 MS0764  ______________________________________________________________________
 MS0764* NAD 83(1994) POSITION- 41 39 46.88107(N) 113 28 57.64561(W)   ADJUSTED
 MS0764* NAVD 88 ORTHO HEIGHT -  1776.9   (meters)     5830.    (feet) VERTCON3
 MS0764  ______________________________________________________________________
 MS0764  GEOID HEIGHT    -        -15.711 (meters)                     GEOID18
 MS0764  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 MS0764  HORZ ORDER      -  SECOND
 MS0764
 MS0764.The horizontal coordinates were established by classical geodetic methods
 MS0764.and adjusted by the National Geodetic Survey in November 1997.
 MS0764
 MS0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0764
 MS0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0764.GEOID18 height accuracy estimate available here.
 MS0764
 MS0764.Click photographs - Photos may exist for this station.
 MS0764
 MS0764.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0764
 MS0764. The following values were computed from the NAD 83(1994) position.
 MS0764
 MS0764;                    North         East     Units Scale Factor Converg.
 MS0764;SPC UT N     - 1,149,549.221   334,886.889   MT  0.99998269   -1 18 26.2
 MS0764;SPC UT N     - 3,771,479.40  1,098,708.07   sFT  0.99998269   -1 18 26.2
 MS0764;UTM  12      - 4,615,340.983   293,301.558   MT  1.00012579   -1 39 03.4
 MS0764
 MS0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0764!SPC UT N     -   0.99972383  x   0.99998269  =   0.99970653
 MS0764!UTM  12      -   0.99972383  x   1.00012579  =   0.99984959
 MS0764
 MS0764:                Primary Azimuth Mark                     Grid Az
 MS0764:SPC UT N     -  LYNN 2                                   329 30 29.4
 MS0764:UTM  12      -  LYNN 2                                   329 51 06.6
 MS0764
 MS0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM9330115340(NAD 83)
 MS0764
 MS0764|---------------------------------------------------------------------|
 MS0764| PID    Reference Object                     Distance      Geod. Az  |
 MS0764|                                                           dddmmss.s |
 MS0764| CM4195 ANTS RM 2                             5.123 METERS 08408     |
 MS0764| CM4196 ANTS RM 3                            10.510 METERS 18428     |
 MS0764| MS0778 LYNN 2                              APPROX.30.1 KM 3281203.2 |
 MS0764| CM4194 ANTS RM 1                             3.170 METERS 33449     |
 MS0764|---------------------------------------------------------------------|
 MS0764
 MS0764                          SUPERSEDED SURVEY CONTROL
 MS0764
 MS0764  NAD 83(1986)-  41 39 46.87235(N)    113 28 57.63229(W) AD(       ) 2
 MS0764  NAD 27      -  41 39 47.15422(N)    113 28 54.63243(W) AD(       ) 2
 MS0764  NGVD 29 (07/19/86) 1775.8    (m)         5826.     (f) VERT ANG       
 MS0764
 MS0764.Superseded values are not recommended for survey control.
 MS0764
 MS0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0764.See file dsdata.pdf to determine how the superseded data were derived.
 MS0764
 MS0764_MARKER: DD = SURVEY DISK
 MS0764_SETTING: 66 = SET IN ROCK OUTCROP
 MS0764_STAMPING: ANTS 1957
 MS0764_MARK LOGO: USGS
 MS0764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0764+STABILITY: POSITION/ELEVATION WELL
 MS0764
 MS0764  HISTORY     - Date     Condition        Report By
 MS0764  HISTORY     - 1957     MONUMENTED       USGS
 MS0764  HISTORY     - 1968     GOOD             USGS
 MS0764
 MS0764                          STATION DESCRIPTION
 MS0764
 MS0764'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 MS0764'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 41113-1,
 MS0764'STATION 1006.
 MS0764'LOCATED ABOUT 29 MI. SSW. OF STREVELL, IDAHO, 13.0 MI. SSW. OF
 MS0764'ROSETTE, UTAH, ON A ROUNDED TOP IN THE FIRST RANGE OF LOW HILLS S. OF
 MS0764'ROSETTE, UTAH.
 MS0764'TO REACH FROM THE HOTEL IN PARK VALLEY, GO W. AND S. ON UTAH 30 FOR
 MS0764'22.7 MI. TO CROSSROADS AND SIGN LIVESTOCK TRAIL AND KELTON 29, TURN
 MS0764'LEFT ONTO THIS RD. AND GO E. FOR 7.8 MI. TO A REVERSED Y-RD., TURN
 MS0764'LEFT (NW.) FOR 2.2 MI. TO A T-RD., TURN LEFT (AT THIS POINT STATION
 MS0764'TURN RIGHT UPHILL ON RIDGE FOR 0.8 MI. TO STATION ON N. HILL OF TWO
 MS0764'HILLS.
 MS0764'STATION MARK--A STANDARD USGS STATION MARK STAMPED---ANTS 1957---, SET
 MS0764'IN A ROCK PROJECTING ABOUT 0.2 FT.
 MS0764'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 MS0764'---NO 1 1957---, SET IN A ROCK OUTCROP AND ABOUT 1.0 FT. LOWER THAN
 MS0764'STATION MARK.
 MS0764'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER STAMPED---RM NO 2---,
 MS0764'SET IN A ROCK AND ABOUT LEVEL WITH THE STATION MARK.
 MS0764'REFERENCE MARK NO. 3--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 MS0764'---NO 3 1968---, SET IN A ROCK OUTCROP AND ABOUT 2.0 FT. LOWER THAN
 MS0764'STATION MARK.
 MS0764'AZIMUTH MARK--THE LDS CHURCH SPIRE IN PARK VALLEY, ABOUT 13 MI. NE. OF
 MS0764'STATION MARK.
 MS0764
 MS0764                          STATION RECOVERY (1968)
 MS0764
 MS0764'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JAB)
 MS0764'NO TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0729 ***********************************************************************
 LO0729  DESIGNATION -  AP 1
 LO0729  PID         -  LO0729
 LO0729  STATE/COUNTY-  UT/SUMMIT
 LO0729  COUNTRY     -  US
 LO0729  USGS QUAD   -  COALVILLE (2017)
 LO0729
 LO0729                         *CURRENT SURVEY CONTROL
 LO0729  ______________________________________________________________________
 LO0729* NAD 83(1994) POSITION- 40 53 25.43663(N) 111 29 50.61025(W)   ADJUSTED
 LO0729* NAVD 88 ORTHO HEIGHT -  2434.6   (meters)     7988.    (feet) VERTCON3
 LO0729  ______________________________________________________________________
 LO0729  GEOID HEIGHT    -        -15.877 (meters)                     GEOID18
 LO0729  LAPLACE CORR    -          3.83  (seconds)                    DEFLEC18
 LO0729  HORZ ORDER      -  THIRD
 LO0729
 LO0729.The horizontal coordinates were established by classical geodetic methods
 LO0729.and adjusted by the National Geodetic Survey in November 1997.
 LO0729
 LO0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0729
 LO0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0729.GEOID18 height accuracy estimate available here.
 LO0729
 LO0729.Click photographs - Photos may exist for this station.
 LO0729
 LO0729.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0729
 LO0729. The following values were computed from the NAD 83(1994) position.
 LO0729
 LO0729;                    North         East     Units Scale Factor Converg.
 LO0729;SPC UT N     - 1,061,861.544   500,219.805   MT  0.99997651   +0 00 06.2
 LO0729;SPC UT N     - 3,483,790.75  1,641,137.81   sFT  0.99997651   +0 00 06.2
 LO0729;UTM  12      - 4,526,709.492   458,099.300   MT  0.99962161   -0 19 32.2
 LO0729
 LO0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0729!SPC UT N     -   0.99962074  x   0.99997651  =   0.99959726
 LO0729!UTM  12      -   0.99962074  x   0.99962161  =   0.99924250
 LO0729
 LO0729:                Primary Azimuth Mark                     Grid Az
 LO0729:SPC UT N     -  SPRING                                   091 41 35.3
 LO0729:UTM  12      -  SPRING                                   092 01 13.7
 LO0729
 LO0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL5809926709(NAD 83)
 LO0729
 LO0729|---------------------------------------------------------------------|
 LO0729| PID    Reference Object                     Distance      Geod. Az  |
 LO0729|                                                           dddmmss.s |
 LO0729| LO0725 SPRING                              APPROX.15.7 KM 0914141.5 |
 LO0729|---------------------------------------------------------------------|
 LO0729
 LO0729                          SUPERSEDED SURVEY CONTROL
 LO0729
 LO0729  NAD 83(1993)-  40 53 25.43698(N)    111 29 50.60925(W) AD(       ) 3
 LO0729  NAD 83(1986)-  40 53 25.42364(N)    111 29 50.59933(W) AD(       ) 3
 LO0729  NAD 27      -  40 53 25.61836(N)    111 29 47.87120(W) AD(       ) 3
 LO0729  NGVD 29 (07/19/86) 2433.2    (m)         7983.     (f) VERT ANG       
 LO0729
 LO0729.Superseded values are not recommended for survey control.
 LO0729
 LO0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0729.See file dsdata.pdf to determine how the superseded data were derived.
 LO0729
 LO0729
 LO0729  HISTORY     - Date     Condition        Report By
 LO0729  HISTORY     - 1960     MONUMENTED       USFS
 LO0729  HISTORY     - 1965     POOR             USGS
 LO0729
 LO0729                          STATION DESCRIPTION
 LO0729
 LO0729'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 LO0729'LOCATED ABOUT 7 MI. AIR S. OF HENEFER AND 6 MI. E. OF COALVILLE.  IT
 LO0729'IS ON TOP OF A PEAK ON THE DIVIDE BETWEEN EAST CANYON AND WEBER RIVER
 LO0729'AT THE HEAD OF DRY CREEK AND TAYLOR HOLLOW.
 LO0729'
 LO0729'ALL MARKS AT THIS STATION ARE ON 5/8 IN. BRONZE
 LO0729'ROD AND ARE LEANING OR BENT FROM THE PLUMB AND ARE SLIGHTLY UNSTABLE.
 LO0729'
 LO0729'STATION MARK - A STANDARD U.S. DEPT. OF AGRICULTURE FOREST SERVICE
 LO0729'BRONZE TABLET STAMPED ---AP 1 1960--- CEMENTED IN TOP OF 3 FT. 3/4 IN.
 LO0729'GALVANIZED PIPE DRIVEN IN GROUND ABOUT 0.3 FT. ABOVE GROUND.  STAMPING
 LO0729'IS PARTIALLY OBLITERATED BY HAMMERING.
 LO0729'
 LO0729'REFERENCE MARK NO.1 - USFS BRONZE CAP ON 5/8 IN ROD PROJECTING 0.8 FT.
 LO0729'AND STAMPED ---1 1960--- 15.90 FT. FROM STATION, N 73 DEG 44 MIN E.
 LO0729'
 LO0729'REFERENCE MARK NO.2 -USFS BRONZE CAP ON 5/8 IN. ROD PROJECTING 0.7 FT.
 LO0729'AND STAMPED ---1960--- 21.93 FT. FROM STATION, S 27 DEG 32 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1149 ***********************************************************************
 LO1149  DESIGNATION -  AP STA A2
 LO1149  PID         -  LO1149
 LO1149  STATE/COUNTY-  UT/SALT LAKE
 LO1149  COUNTRY     -  US
 LO1149  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO1149
 LO1149                         *CURRENT SURVEY CONTROL
 LO1149  ______________________________________________________________________
 LO1149* NAD 83(2011) POSITION- 40 47 56.62296(N) 111 58 38.54912(W)   ADJUSTED
 LO1149* NAD 83(2011) ELLIP HT-  1267.998 (meters)        (06/27/12)   ADJUSTED
 LO1149* NAD 83(2011) EPOCH   -  2010.00
 LO1149* NAVD 88 ORTHO HEIGHT -  1285.1   (meters)     4216.    (feet) VERTCON3
 LO1149  ______________________________________________________________________
 LO1149  GEOID HEIGHT    -        -17.035 (meters)                     GEOID18
 LO1149  NAD 83(2011) X  - -1,809,886.991 (meters)                     COMP
 LO1149  NAD 83(2011) Y  - -4,484,725.454 (meters)                     COMP
 LO1149  NAD 83(2011) Z  -  4,146,385.067 (meters)                     COMP
 LO1149  LAPLACE CORR    -          4.41  (seconds)                    DEFLEC18
 LO1149
 LO1149  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LO1149  Standards:
 LO1149         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LO1149            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LO1149  -------------------------------------------------------------------
 LO1149  NETWORK    4.89   9.62           2.24   1.66   4.91     -0.15075992
 LO1149  -------------------------------------------------------------------
 LO1149  Click here for local accuracies and other accuracy information.
 LO1149
 LO1149.This mark is at Salt Lake City Airport (SLC)
 LO1149
 LO1149.The horizontal coordinates were established by GPS observations
 LO1149.and adjusted by the National Geodetic Survey in June 2012.
 LO1149
 LO1149.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LO1149.been affixed to the stable North American tectonic plate. See 
 LO1149.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LO1149
 LO1149.The horizontal coordinates are valid at the epoch date displayed above
 LO1149.which is a decimal equivalence of Year/Month/Day.
 LO1149
 LO1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1149
 LO1149.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1149.GEOID18 height accuracy estimate available here.
 LO1149
 LO1149.Click photographs - Photos may exist for this station.
 LO1149
 LO1149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LO1149
 LO1149.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1149
 LO1149.The ellipsoidal height was determined by GPS observations
 LO1149.and is referenced to NAD 83.
 LO1149
 LO1149. The following values were computed from the NAD 83(2011) position.
 LO1149
 LO1149;                    North         East     Units Scale Factor Converg.
 LO1149;SPC UT C     - 2,273,864.593   459,712.818   MT  1.00004050   -0 18 20.9
 LO1149;SPC UT C     - 7,460,170.75  1,508,241.14   sFT  1.00004050   -0 18 20.9
 LO1149;UTM  12      - 4,516,910.934   417,551.568   MT  0.99968367   -0 38 19.2
 LO1149
 LO1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1149!SPC UT C     -   0.99980114  x   1.00004050  =   0.99984163
 LO1149!UTM  12      -   0.99980114  x   0.99968367  =   0.99948487
 LO1149
 LO1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1755116910(NAD 83)
 LO1149
 LO1149                          SUPERSEDED SURVEY CONTROL
 LO1149
 LO1149  NAD 83(2007)-  40 47 56.62255(N)    111 58 38.54956(W) AD(2002.00) 0
 LO1149  ELLIP H (02/10/07) 1267.977  (m)                       GP(2002.00)    
 LO1149  ELLIP H (01/22/02) 1268.008  (m)                       GP(       ) 4 1
 LO1149  NAD 83(1994)-  40 47 56.62140(N)    111 58 38.54796(W) AD(       ) 2
 LO1149  ELLIP H (11/04/97) 1268.017  (m)                       GP(       ) 4 1
 LO1149  NAD 83(1993)-  40 47 56.62112(N)    111 58 38.54806(W) AD(       ) 2
 LO1149  NAD 83(1986)-  40 47 56.61000(N)    111 58 38.53914(W) AD(       ) 2
 LO1149  NGVD 29 (12/30/92) 1284.2    (m)  GEOID90  model used  GPS OBS        
 LO1149
 LO1149.Superseded values are not recommended for survey control.
 LO1149
 LO1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1149.See file dsdata.pdf to determine how the superseded data were derived.
 LO1149
 LO1149_MARKER: DT = TOPOGRAPHIC STATION DISK
 LO1149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO1149_SP_SET: CONCRETE DRAIN
 LO1149_STAMPING: AP 1966 STA A2
 LO1149_MARK LOGO: CGS
 LO1149_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LO1149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO1149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO1149+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 LO1149
 LO1149  HISTORY     - Date     Condition        Report By
 LO1149  HISTORY     - 1966     MONUMENTED       CGS
 LO1149  HISTORY     - 19920715 GOOD             NOS
 LO1149  HISTORY     - 19960119 GOOD             NGS
 LO1149
 LO1149                          STATION DESCRIPTION
 LO1149
 LO1149'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 LO1149'STATION IS LOCATED AT THE SALT LAKE CITY INTERNATIONAL AIRPORT NEAR
 LO1149'THE NORTHWEST END OF THE FIELD ABOUT 3000 FT (914.40 M) SOUTH OF
 LO1149'RUNWAY END 16R AND BETWEEN THE THIRD AND FOURTH TAXIWAYS SOUTH OF
 LO1149'RUNWAY END 16R IN A CONCRETE DRAIN.
 LO1149'IT IS 396 FT (120.70 M) SOUTH OF A DRAIN SOUTH OF THE THIRD TAXIWAY
 LO1149'SOUTH OF THE RUNWAY END, 123.1 FT (37.52 M) EAST OF THE EAST EDGE OF
 LO1149'THE STABILIZING SHOULDER FOR THE WEST PARALLEL TAXIWAY AND 83 FT
 LO1149'(25.30 M) SOUTH OF THE LINE FORMED BY THE FOURTH RUNWAY LIGHTS
 LO1149'(WHITE)ON OPPOSITE SIDES OF THE RUNWAY.
 LO1149'STATION IS A STANDARD TOPOGRAPHIC DISK SET IN THE NORTH END OF A
 LO1149'CONCRETE DRAIN.
 LO1149
 LO1149                          STATION RECOVERY (1996)
 LO1149
 LO1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (NGS)
 LO1149'THE STATION IS LOCATED NEAR THE NORTHWEST END OF THE SALT LAKE CITY
 LO1149'INTERNATIONAL AIRPORT ABOUT 3000 FT (914.4 M) SOUTH OF RUNWAY END 16L
 LO1149'BETWEEN THE THIRD AND FOURTH TAXIWAYS SOUTH OF RUNWAY END 16L.  THE
 LO1149'STATION IS 396 FT (120.7 M) SOUTH OF A DRAIN NEAR THE THIRD TAXIWAY,
 LO1149'123.1 FT (37.5 M) EAST OF THE EAST EDGE OF THE STABILIZING SHOULDER
 LO1149'FOR THE WEST PARALLEL TAXIWAY, AND 83 FT (25.3 M) SOUTH OF A PROJECTED
 LO1149'LINE WEST OF THE FOURTH RUNWAY LIGHT SOUTH OF THE THIRD TAXIWAY.  THE
 LO1149'STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED AP 1966 STA A2 AND IS
 LO1149'SET IN THE NORTH END OF A CONCRETE DRAIN THAT IS FLUSH WITH THE
 LO1149'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1150 ***********************************************************************
 LO1150  DESIGNATION -  AP STA B2
 LO1150  PID         -  LO1150
 LO1150  STATE/COUNTY-  UT/SALT LAKE
 LO1150  COUNTRY     -  US
 LO1150  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO1150
 LO1150                         *CURRENT SURVEY CONTROL
 LO1150  ______________________________________________________________________
 LO1150* NAD 83(2011) POSITION- 40 46 26.64774(N) 111 58 28.09560(W)   ADJUSTED
 LO1150* NAD 83(2011) ELLIP HT-  1269.411 (meters)        (06/27/12)   ADJUSTED
 LO1150* NAD 83(2011) EPOCH   -  2010.00
 LO1150* NAVD 88 ORTHO HEIGHT -  1286.6   (meters)     4221.    (feet) VERTCON3
 LO1150  ______________________________________________________________________
 LO1150  GEOID HEIGHT    -        -17.078 (meters)                     GEOID18
 LO1150  NAD 83(2011) X  - -1,810,338.675 (meters)                     COMP
 LO1150  NAD 83(2011) Y  - -4,486,499.846 (meters)                     COMP
 LO1150  NAD 83(2011) Z  -  4,144,284.121 (meters)                     COMP
 LO1150  LAPLACE CORR    -          3.99  (seconds)                    DEFLEC18
 LO1150
 LO1150  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LO1150  Standards:
 LO1150         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LO1150            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LO1150  -------------------------------------------------------------------
 LO1150  NETWORK    5.01  10.17           2.33   1.59   5.19     -0.21939932
 LO1150  -------------------------------------------------------------------
 LO1150  Click here for local accuracies and other accuracy information.
 LO1150
 LO1150.This mark is at Salt Lake City Airport (SLC)
 LO1150
 LO1150.The horizontal coordinates were established by GPS observations
 LO1150.and adjusted by the National Geodetic Survey in June 2012.
 LO1150
 LO1150.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LO1150.been affixed to the stable North American tectonic plate. See 
 LO1150.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LO1150
 LO1150.The horizontal coordinates are valid at the epoch date displayed above
 LO1150.which is a decimal equivalence of Year/Month/Day.
 LO1150
 LO1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1150
 LO1150.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1150.GEOID18 height accuracy estimate available here.
 LO1150
 LO1150.Click photographs - Photos may exist for this station.
 LO1150
 LO1150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LO1150
 LO1150.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1150
 LO1150.The ellipsoidal height was determined by GPS observations
 LO1150.and is referenced to NAD 83.
 LO1150
 LO1150. The following values were computed from the NAD 83(2011) position.
 LO1150
 LO1150;                    North         East     Units Scale Factor Converg.
 LO1150;SPC UT C     - 2,271,087.745   459,943.149   MT  1.00003324   -0 18 14.2
 LO1150;SPC UT C     - 7,451,060.38  1,508,996.81   sFT  1.00003324   -0 18 14.2
 LO1150;UTM  12      - 4,514,133.777   417,765.696   MT  0.99968323   -0 38 11.2
 LO1150
 LO1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1150!SPC UT C     -   0.99980091  x   1.00003324  =   0.99983415
 LO1150!UTM  12      -   0.99980091  x   0.99968323  =   0.99948421
 LO1150
 LO1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1776514133(NAD 83)
 LO1150
 LO1150                          SUPERSEDED SURVEY CONTROL
 LO1150
 LO1150  NAD 83(2007)-  40 46 26.64735(N)    111 58 28.09618(W) AD(2002.00) 0
 LO1150  ELLIP H (02/10/07) 1269.395  (m)                       GP(2002.00)    
 LO1150  ELLIP H (01/22/02) 1269.462  (m)                       GP(       ) 4 1
 LO1150  NAD 83(1994)-  40 46 26.64625(N)    111 58 28.09463(W) AD(       ) 2
 LO1150  ELLIP H (11/04/97) 1269.436  (m)                       GP(       ) 4 1
 LO1150  NAD 83(1993)-  40 46 26.64596(N)    111 58 28.09473(W) AD(       ) 2
 LO1150  NAD 83(1986)-  40 46 26.63487(N)    111 58 28.08589(W) AD(       ) 2
 LO1150  NGVD 29 (12/30/92) 1285.7    (m)  GEOID90  model used  GPS OBS        
 LO1150
 LO1150.Superseded values are not recommended for survey control.
 LO1150
 LO1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1150.See file dsdata.pdf to determine how the superseded data were derived.
 LO1150
 LO1150_MARKER: DT = TOPOGRAPHIC STATION DISK
 LO1150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO1150_SP_SET: CONCRETE BASE
 LO1150_STAMPING: AP 1966 STA B2
 LO1150_MARK LOGO: CGS
 LO1150_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LO1150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO1150+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 LO1150
 LO1150  HISTORY     - Date     Condition        Report By
 LO1150  HISTORY     - 1966     MONUMENTED       CGS
 LO1150  HISTORY     - 19920715 GOOD             NOS
 LO1150  HISTORY     - 19960119 GOOD             NGS
 LO1150
 LO1150                          STATION DESCRIPTION
 LO1150
 LO1150'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 LO1150'STATION IS LOCATED IN THE SOUTHWEST SECTION OF THE SALT LAKE CITY
 LO1150'INTERNATIONAL AIRPORT NEAR RUNWAY END 34L.
 LO1150'STATION IS 85.2 FT (25.97 M) SOUTHEAST OF THE FIRST TAXIWAY LIGHT
 LO1150'(BLUE) ON THE SOUTHERN PORTION OF THE STABILIZING SHOULDER (WEST END)
 LO1150', 69.0 FT (21.03 M) SOUTH-SOUTHWEST OF THE THRID TAXIWAY LIGHT ON THE
 LO1150'SAME SHOULDER AND 147.0 FT (44.81 M) SOUTHWEST OF THE FIFTH TAXIWAY
 LO1150'LIGHTON THE SAME SHOULDER.
 LO1150'STATION IS A STANDARD CGS TOPOGRAPHIC STATION DISK SET IN A DRILL HOLE
 LO1150'IN THE CONCRETE BASE FOR A MANHOLE ACCESS COVER.
 LO1150
 LO1150                          STATION RECOVERY (1996)
 LO1150
 LO1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (NGS)
 LO1150'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF THE SALT LAKE CITY
 LO1150'INTERNATIONAL AIRPORT NEAR RUNWAY END 34R.  THE STATION IS 85.2 FT
 LO1150'(26.0 M) SOUTHEAST OF THE 1ST TAXIWAY LIGHT ON THE SOUTHERN PORTION OF
 LO1150'THE STABILIZING SHOULDER (WEST END), 69.0 FT (21.0 M) SOUTH-SOUTHWEST
 LO1150'OF THE 3RD TAXIWAY LIGHT ON THE SAME SHOULDER, AND 147.0 FT (44.8 M)
 LO1150'SOUTHWEST OF THE 5TH TAXIWAY LIGHT ON THE SAME SHOULDER.  THE STATION
 LO1150'IS A STANDARD TOPOGRAPHIC DISK STAMPED AP 1966 STA B2 AND IS SET IN A
 LO1150'DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE BASE FOR A MANHOLE
 LO1150'ACCESS COVER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0564 ***********************************************************************
 JM0564  DESIGNATION -  ARCHES
 JM0564  PID         -  JM0564
 JM0564  STATE/COUNTY-  UT/GRAND
 JM0564  COUNTRY     -  US
 JM0564  USGS QUAD   -  THE WINDOWS SECTION (2017)
 JM0564
 JM0564                         *CURRENT SURVEY CONTROL
 JM0564  ______________________________________________________________________
 JM0564* NAD 83(1994) POSITION- 38 41 45.26556(N) 109 32 24.05126(W)   ADJUSTED
 JM0564* NAVD 88 ORTHO HEIGHT -  1724.1   (meters)     5656.    (feet) VERTCON3
 JM0564  ______________________________________________________________________
 JM0564  GEOID HEIGHT    -        -20.479 (meters)                     GEOID18
 JM0564  LAPLACE CORR    -          3.60  (seconds)                    DEFLEC18
 JM0564  HORZ ORDER      -  THIRD
 JM0564
 JM0564.The horizontal coordinates were established by classical geodetic methods
 JM0564.and adjusted by the National Geodetic Survey in November 1997.
 JM0564
 JM0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0564
 JM0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0564.GEOID18 height accuracy estimate available here.
 JM0564
 JM0564.Click photographs - Photos may exist for this station.
 JM0564
 JM0564.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0564
 JM0564. The following values were computed from the NAD 83(1994) position.
 JM0564
 JM0564;                    North         East     Units Scale Factor Converg.
 JM0564;SPC UT C     - 2,042,122.829   670,513.355   MT  1.00009458   +1 15 19.9
 JM0564;SPC UT C     - 6,699,864.65  2,199,842.57   sFT  1.00009458   +1 15 19.9
 JM0564;UTM  12      - 4,284,043.395   626,965.115   MT  0.99979851   +0 54 46.4
 JM0564
 JM0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0564!SPC UT C     -   0.99973278  x   1.00009458  =   0.99982733
 JM0564!UTM  12      -   0.99973278  x   0.99979851  =   0.99953134
 JM0564
 JM0564:                Primary Azimuth Mark                     Grid Az
 JM0564:SPC UT C     -  JM0488                                   070 30 10.7
 JM0564:UTM  12      -  JM0488                                   070 50 44.2
 JM0564
 JM0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH2696584043(NAD 83)
 JM0564
 JM0564|---------------------------------------------------------------------|
 JM0564| PID    Reference Object                     Distance      Geod. Az  |
 JM0564|                                                           dddmmss.s |
 JM0564| JM0488 JM0488                              APPROX.12.7 KM 0714530.6 |
 JM0564|---------------------------------------------------------------------|
 JM0564
 JM0564                          SUPERSEDED SURVEY CONTROL
 JM0564
 JM0564  NAD 83(1986)-  38 41 45.25282(N)    109 32 24.04902(W) AD(       ) 3
 JM0564  NAD 27      -  38 41 45.33019(N)    109 32 21.62455(W) AD(       ) 3
 JM0564  NGVD 29 (07/19/86) 1723.0    (m)         5653.     (f) VERT ANG       
 JM0564
 JM0564.Superseded values are not recommended for survey control.
 JM0564
 JM0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0564.See file dsdata.pdf to determine how the superseded data were derived.
 JM0564
 JM0564_MARKER: DB = BENCH MARK DISK
 JM0564_SETTING: 66 = SET IN ROCK OUTCROP
 JM0564_STAMPING: ARCHES 1954
 JM0564_MARK LOGO: USGS
 JM0564_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0564+STABILITY: POSITION/ELEVATION WELL
 JM0564
 JM0564  HISTORY     - Date     Condition        Report By
 JM0564  HISTORY     - 1954     MONUMENTED       USGS
 JM0564
 JM0564                          STATION DESCRIPTION
 JM0564
 JM0564'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0564'LOCATED ABOUT 25.0 MI. SW. OF CISCO, 9.0 MI. N. OF MOAB, 3.0 MI. WNW.
 JM0564'OF JUNCTION OF SALT CREEK AND COLORADO RIVERS AND 2.0 MI. W. OF SALT
 JM0564'CREEK.  STATION IS IN THE ARCHES NATIONAL MONUMENT AND ON LARGE
 JM0564'SANDSTONE TOP KNOWN LOCALLY AS ---THE WINDOWS---.
 JM0564'
 JM0564'STATION REACHED BY HELICOPTER.
 JM0564'
 JM0564'STATION MARK--STANDARD TABLET STAMPED ---ARCHES 1954---, CEMENTED IN
 JM0564'DRILL HOLE IN SANDSTONE SURFACE.
 JM0564'
 JM0564'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 JM0564'1 1954--- CEMENTED IN DRILL HOLE SET IN SANDSTONE SURFACE, 6.98 FT.
 JM0564'FROM STATION MARK, N 06 DEG 13 MIN E.
 JM0564'
 JM0564'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED ---NO 2 1954--- CEMENTED
 JM0564'IN DRILL HOLE SET IN SANDSTONE SURFACE, 15.63 FT. FROM STATION MARK,
 JM0564'S 52 DEG 56 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0505 ***********************************************************************
 KN0505  DESIGNATION -  ARGYLE
 KN0505  PID         -  KN0505
 KN0505  STATE/COUNTY-  UT/DUCHESNE
 KN0505  COUNTRY     -  US
 KN0505  USGS QUAD   -  MINNIE MAUD CREEK WEST (2017)
 KN0505
 KN0505                         *CURRENT SURVEY CONTROL
 KN0505  ______________________________________________________________________
 KN0505* NAD 83(1994) POSITION- 39 51 16.73124(N) 110 38 23.07499(W)   ADJUSTED
 KN0505* NAVD 88 ORTHO HEIGHT -  2852.2   (meters)     9358.    (feet) VERTCON3
 KN0505  ______________________________________________________________________
 KN0505  GEOID HEIGHT    -        -16.039 (meters)                     GEOID18
 KN0505  LAPLACE CORR    -         -4.71  (seconds)                    DEFLEC18
 KN0505  HORZ ORDER      -  THIRD
 KN0505
 KN0505.The horizontal coordinates were established by classical geodetic methods
 KN0505.and adjusted by the National Geodetic Survey in November 1997.
 KN0505
 KN0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0505
 KN0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0505.GEOID18 height accuracy estimate available here.
 KN0505
 KN0505.Click photographs - Photos may exist for this station.
 KN0505
 KN0505.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0505
 KN0505. The following values were computed from the NAD 83(1994) position.
 KN0505
 KN0505;                    North         East     Units Scale Factor Converg.
 KN0505;SPC UT C     - 2,169,247.975   573,607.601   MT  0.99989888   +0 33 03.8
 KN0505;SPC UT C     - 7,116,941.06  1,881,910.94   sFT  0.99989888   +0 33 03.8
 KN0505;UTM  12      - 4,411,686.810   530,816.565   MT  0.99961169   +0 13 51.1
 KN0505
 KN0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0505!SPC UT C     -   0.99955525  x   0.99989888  =   0.99945418
 KN0505!UTM  12      -   0.99955525  x   0.99961169  =   0.99916712
 KN0505
 KN0505:                Primary Azimuth Mark                     Grid Az
 KN0505:SPC UT C     -  WILLOW 2                                 215 51 49.8
 KN0505:UTM  12      -  WILLOW 2                                 216 11 02.5
 KN0505
 KN0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK3081611686(NAD 83)
 KN0505
 KN0505|---------------------------------------------------------------------|
 KN0505| PID    Reference Object                     Distance      Geod. Az  |
 KN0505|                                                           dddmmss.s |
 KN0505| KN0506 WILLOW 2                            APPROX. 6.5 KM 2162453.6 |
 KN0505|---------------------------------------------------------------------|
 KN0505
 KN0505                          SUPERSEDED SURVEY CONTROL
 KN0505
 KN0505  NAD 83(1993)-  39 51 16.73027(N)    110 38 23.07323(W) AD(       ) 3
 KN0505  NAD 83(1986)-  39 51 16.71778(N)    110 38 23.06966(W) AD(       ) 3
 KN0505  NAD 27      -  39 51 16.85753(N)    110 38 20.50697(W) AD(       ) 3
 KN0505  NGVD 29 (07/19/86) 2850.8    (m)         9353.     (f) VERT ANG       
 KN0505
 KN0505.Superseded values are not recommended for survey control.
 KN0505
 KN0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0505.See file dsdata.pdf to determine how the superseded data were derived.
 KN0505
 KN0505_MARKER: DD = SURVEY DISK
 KN0505_SETTING: 66 = SET IN ROCK OUTCROP
 KN0505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0505+STABILITY: POSITION/ELEVATION WELL
 KN0505
 KN0505  HISTORY     - Date     Condition        Report By
 KN0505  HISTORY     - 1966     MONUMENTED       USGS
 KN0505
 KN0505                          STATION DESCRIPTION
 KN0505
 KN0505'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KN0505'LOCATED ABOUT 17 MI. (AIRLINE) NE. OF HELPER, UTAH, 7 MI. E. OF STATE
 KN0505'HIGHWAY 33, ON THE DIVIDE BETWEEN MINNIE MAUD CREEK, S. AND ARGYLE
 KN0505'CREEK TO THE N.
 KN0505'
 KN0505'TO REACH FROM DUCHESNE, UTAH, GO S. ON STATE HIGHWAY 33, FOR 29.1 MI.
 KN0505'TO SUMMIT, TURN LEFT ON DIRT RD. LEADING INTO ARGYLE CREEK FOR 10.3
 KN0505'MI. E. TO DIRT RD. RIGHT, CROSS ARGYLE CREEK AND ASCEND ON RD. BEARING
 KN0505'S. AND E. 1.5 MI. TO RD. FORK RIGHT, THENCE 2 MI. TO RD. FORK RIGHT
 KN0505'(100 FT. S. OF OLD LOG CABIN), THENCE 4.1 MI. E. TO DIM TRACK RD. LEFT
 KN0505'(S. OF CATTLEGUARD), THENCE 0.3 MI. W. AND S. THROUGH TREES TO FENCE
 KN0505'AND GATE IN SADDLE AND END OF TRUCK TRAVEL.  PACK N. 0.25 MI. TO
 KN0505'SUMMIT AND STATION.
 KN0505'
 KN0505'NOTE--ARGYLE CREEK CAN BE CROSSED 8 MI. E. OF HIGHWAY 33, FOR EASIER
 KN0505'ACCESS TO STATION, PROVIDING CULVERT IS NOT WASHED OUT.
 KN0505'
 KN0505'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---ARGYLE 1966---,
 KN0505'CEMENTED IN TOP OF LARGE FLAT ROCK.
 KN0505'
 KN0505'REFERENCE MARK NO. 1--STANDARD BRONZE TABLET, STAMPED ---NO 1 1966---,
 KN0505'CEMENTED IN TOP OF ROCK.
 KN0505'
 KN0505'REFERENCE MARK NO. 2--STANDARD BRONZE TABLET, STAMPED ---NO 2 1966---,
 KN0505'AND SET IN CEMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0538 ***********************************************************************
 JO0538  DESIGNATION -  ARID
 JO0538  PID         -  JO0538
 JO0538  STATE/COUNTY-  UT/MILLARD
 JO0538  COUNTRY     -  US
 JO0538  USGS QUAD   -  SEVIER LAKE NE (2017)
 JO0538
 JO0538                         *CURRENT SURVEY CONTROL
 JO0538  ______________________________________________________________________
 JO0538* NAD 83(1994) POSITION- 38 57 41.49771(N) 113 04 00.15992(W)   ADJUSTED
 JO0538* NAVD 88 ORTHO HEIGHT -  1383.0   (meters)     4537.    (feet) VERTCON3
 JO0538  ______________________________________________________________________
 JO0538  GEOID HEIGHT    -        -20.385 (meters)                     GEOID18
 JO0538  LAPLACE CORR    -          7.14  (seconds)                    DEFLEC18
 JO0538  HORZ ORDER      -  SECOND
 JO0538
 JO0538.The horizontal coordinates were established by classical geodetic methods
 JO0538.and adjusted by the National Geodetic Survey in November 1997.
 JO0538
 JO0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0538
 JO0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0538.GEOID18 height accuracy estimate available here.
 JO0538
 JO0538.Click photographs - Photos may exist for this station.
 JO0538
 JO0538.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0538
 JO0538. The following values were computed from the NAD 83(1994) position.
 JO0538
 JO0538;                    North         East     Units Scale Factor Converg.
 JO0538;SPC UT C     - 2,070,932.403   364,213.019   MT  1.00001407   -1 00 13.0
 JO0538;SPC UT C     - 6,794,384.06  1,194,922.21   sFT  1.00001407   -1 00 13.0
 JO0538;UTM  12      - 4,314,538.432   320,934.774   MT  0.99999484   -1 17 59.6
 JO0538
 JO0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0538!SPC UT C     -   0.99978625  x   1.00001407  =   0.99980032
 JO0538!UTM  12      -   0.99978625  x   0.99999484  =   0.99978109
 JO0538
 JO0538:                Primary Azimuth Mark                     Grid Az
 JO0538:SPC UT C     -  ARID AZ MK                               013 32 55.7
 JO0538:UTM  12      -  ARID AZ MK                               013 50 42.3
 JO0538
 JO0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ2093414538(NAD 83)
 JO0538
 JO0538|---------------------------------------------------------------------|
 JO0538| PID    Reference Object                     Distance      Geod. Az  |
 JO0538|                                                           dddmmss.s |
 JO0538| CM4199 ARID AZ MK                                         0123242.7 |
 JO0538| CM4200 ARID RM 1                             9.707 METERS 13547     |
 JO0538| CM4201 ARID RM 2                            12.112 METERS 22231     |
 JO0538|---------------------------------------------------------------------|
 JO0538
 JO0538                          SUPERSEDED SURVEY CONTROL
 JO0538
 JO0538  NAD 83(1986)-  38 57 41.49184(N)    113 04 00.15558(W) AD(       ) 2
 JO0538  NAD 27      -  38 57 41.64470(N)    113 03 57.30910(W) AD(       ) 2
 JO0538  NGVD 29 (07/19/86) 1381.9    (m)         4534.     (f) VERT ANG       
 JO0538
 JO0538.Superseded values are not recommended for survey control.
 JO0538
 JO0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0538.See file dsdata.pdf to determine how the superseded data were derived.
 JO0538
 JO0538_MARKER: DS = TRIANGULATION STATION DISK
 JO0538_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JO0538_STAMPING: ARID 1957
 JO0538_MARK LOGO: CGS
 JO0538_MAGNETIC: P = MARKER IS A STEEL PIPE
 JO0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0538+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2021
 JO0538
 JO0538  HISTORY     - Date     Condition        Report By
 JO0538  HISTORY     - 1957     MONUMENTED       CGS
 JO0538  HISTORY     - 20210419 GOOD             INDIV
 JO0538
 JO0538                          STATION DESCRIPTION
 JO0538
 JO0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 JO0538'THE STATION IS LOCATED ON A LOW GRAVEL RIDGE ALONG THE EAST
 JO0538'SHORE OF SEVIER LAKE.  IT IS ABOUT 34 MILES AIRLINE WEST-NORTHWEST
 JO0538'OF KANOSH AND 36 MILES AIRLINE SOUTHWEST OF DELTA.
 JO0538'
 JO0538'TO REACH FROM THE U.S. POST OFFICE IN HINCKLEY, GO NORTH FOR 0.3
 JO0538'MILE TO U.S. HIGHWAY 6.  TURN LEFT AND GO WEST ON U.S. HIGHWAY
 JO0538'6 FOR 25.8 MILES TO A WHITE HIGHWAY SPEED LIMIT SIGN ON THE
 JO0538'RIGHT AND A DIM SIDE ROAD LEFT.  TAKE SIDE ROAD LEFT AND GO
 JO0538'SOUTHEAST FOR 4.0 MILES TO A T-ROAD.  TURN RIGHT AND GO WESTERLY
 JO0538'FOR 0.7 MILE TO A FORK AND AZIMUTH MARK FOR TRIANGULATION
 JO0538'STATION SODA.  TAKE RIGHT FORK AND GO WESTERLY FOR 2.0 MILES
 JO0538'TO A DIM FORK AT THE SOUTH SIDE OF A STOCK POND.  TAKE DIM
 JO0538'LEFT FORK AND GO SOUTHERLY FOR 3.2 MILES TO SEVIER LAKE.
 JO0538'TURN LEFT AND FOLLOW LAKE SHORE EAST AND THEN SOUTH FOR 10.2
 JO0538'MILES TO A 2 X 2-INCH STAKE ON THE LEFT AND THE AZIMUTH
 JO0538'MARK.  CONTINUE SOUTHERLY ALONG LAKE SHORE FOR 1.1 MILES TO THE
 JO0538'POINT OF A LOW GRAVEL RIDGE.  TURN LEFT AND GO EAST UP
 JO0538'GRADUAL SLOPE FOR 0.1 MILE TO THE STATION.
 JO0538'
 JO0538'THE STATION MARK IS A STANDARD DISK STAMPED ARID 1957, BRAZED
 JO0538'TO THE TOP OF A 2-INCH IRON PIPE THAT IS SET IN CEMENT AND
 JO0538'PROJECTS 6 INCHES.  IT IS 12 FEET NORTH-NORTHWEST OF A STANDARD
 JO0538'WITNESS POST AND 30 FEET SOUTH OF A SMALL DRY WASH.
 JO0538'
 JO0538'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ARID
 JO0538'NO 1 1957, BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT IS
 JO0538'SET IN CEMENT AND PROJECTS 8 INCHES.  IT IS ABOUT 2 FEET LOWER
 JO0538'THAN THE STATION.
 JO0538'
 JO0538'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ARID
 JO0538'NO 2 1957, BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT IS
 JO0538'SET IN CEMENT AND PROJECTS 6 INCHES.  IT IS ABOUT 2 FEET
 JO0538'LOWER THAN THE STATION.
 JO0538'
 JO0538'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ARID 1957, BRAZED
 JO0538'TO THE TOP OF A 2-INCH IRON PIPE THAT IS SET IN CEMENT AND
 JO0538'PROJECTS 6 INCHES.  IT IS 15 FEET SOUTH OF A 2 X 2-INCH STAKE
 JO0538'AND 100 YARDS EAST OF THE APPARENT HIGH WATER LINE OF THE
 JO0538'LAKE.
 JO0538
 JO0538                          STATION RECOVERY (2021)
 JO0538
 JO0538'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 JO0538'TO REACH FROM MILFORD UTAH, GO NORTH ON UT 257 TO VIRTUAL MILE MARKER
 JO0538'23.3 AND TURN LEFT ONTO A DIRT ROAD.  GO NORTHWEST AND NORTH FOR 6.7
 JO0538'MI (10.8 KM) TO A FORK.  TAKE THE LEFT FORK AND GO 1.8 MI (2.9 KM) TO
 JO0538'A FORK.  TAKE THE LEFT FORK AND CONTINUE FOR 3.9 MI (6.3 KM).  TURN
 JO0538'RIGHT AT THE T-INTERSECTION AND GO NORTH, IGNORE ALL SIDE ROADS, FOR
 JO0538'8.5 MI (13.7 KM).  TURN LEFT AND GO 1.1 MI (1.8 KM) TO THE END OF THE
 JO0538'ROAD.  HIKE NORTH ALONG THE DRY LAKE BED TO THE STATION, ABOUT 1 MI
 JO0538'(1.6 KM).  REFERENCE MARK NO 2 WAS NOT FOUND, BUT COULD BE BURIED
 JO0538'UNDER SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0577 ***********************************************************************
 LP0577  DESIGNATION -  ARINOSA
 LP0577  PID         -  LP0577
 LP0577  STATE/COUNTY-  UT/TOOELE
 LP0577  COUNTRY     -  US
 LP0577  USGS QUAD   -  ARINOSA (2017)
 LP0577
 LP0577                         *CURRENT SURVEY CONTROL
 LP0577  ______________________________________________________________________
 LP0577* NAD 83(1994) POSITION- 40 43 55.77747(N) 113 40 49.25988(W)   ADJUSTED
 LP0577* NAVD 88 ORTHO HEIGHT -  1292.    (meters)     4239.    (feet) SCALED
 LP0577  ______________________________________________________________________
 LP0577  GEOID HEIGHT    -        -18.149 (meters)                     GEOID18
 LP0577  LAPLACE CORR    -          1.00  (seconds)                    DEFLEC18
 LP0577  HORZ ORDER      -  FIRST
 LP0577
 LP0577.The horizontal coordinates were established by classical geodetic methods
 LP0577.and adjusted by the National Geodetic Survey in November 1997.
 LP0577
 LP0577.The orthometric height was scaled from a topographic map.
 LP0577
 LP0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0577.GEOID18 height accuracy estimate available here.
 LP0577
 LP0577.Click photographs - Photos may exist for this station.
 LP0577
 LP0577.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0577
 LP0577. The following values were computed from the NAD 83(1994) position.
 LP0577
 LP0577;                    North         East     Units Scale Factor Converg.
 LP0577;SPC UT C     - 2,268,572.331   315,829.553   MT  1.00002148   -1 23 48.1
 LP0577;SPC UT C     - 7,442,807.72  1,036,184.13   sFT  1.00002148   -1 23 48.1
 LP0577;UTM  12      - 4,512,481.035   273,656.000   MT  1.00023063   -1 44 59.0
 LP0577
 LP0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0577!SPC UT C     -   0.99980023  x   1.00002148  =   0.99982170
 LP0577!UTM  12      -   0.99980023  x   1.00023063  =   1.00003081
 LP0577
 LP0577:                Primary Azimuth Mark                     Grid Az
 LP0577:SPC UT C     -  F 80                                     272 15 35.8
 LP0577:UTM  12      -  F 80                                     272 36 46.7
 LP0577
 LP0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL7365612481(NAD 83)
 LP0577
 LP0577|---------------------------------------------------------------------|
 LP0577| PID    Reference Object                     Distance      Geod. Az  |
 LP0577|                                                           dddmmss.s |
 LP0577| CM4202 ARINOSA RM 1                         13.251 METERS 09145     |
 LP0577| CM4203 ARINOSA RM 2                         17.298 METERS 17909     |
 LP0577| LP0204 F 80                                APPROX. 6.0 KM 2705147.7 |
 LP0577| LP0579 SAN FRANCIS SALT LK AWY BN 53       APPROX. 6.3 KM 2713000.6 |
 LP0577|---------------------------------------------------------------------|
 LP0577
 LP0577                          SUPERSEDED SURVEY CONTROL
 LP0577
 LP0577  NAD 83(1986)-  40 43 55.76771(N)    113 40 49.25255(W) AD(       ) 1
 LP0577  NAD 27      -  40 43 56.01564(N)    113 40 46.25680(W) AD(       ) 1
 LP0577
 LP0577.Superseded values are not recommended for survey control.
 LP0577
 LP0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0577.See file dsdata.pdf to determine how the superseded data were derived.
 LP0577
 LP0577_MARKER: DS = TRIANGULATION STATION DISK
 LP0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0577_STAMPING: ARINOSA 1940
 LP0577_MARK LOGO: CGS
 LP0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0577+STABILITY: SURFACE MOTION
 LP0577
 LP0577  HISTORY     - Date     Condition        Report By
 LP0577  HISTORY     - 1940     MONUMENTED       CGS
 LP0577  HISTORY     - 1958     GOOD             CGS
 LP0577  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LP0577
 LP0577                          STATION DESCRIPTION
 LP0577
 LP0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LP0577'STATION IS ABOUT 18-1/2 MILES E OF WENDOVER, AND 0.75 MILE
 LP0577'W OF ARINOSA SECTION HOUSE, AND 35 YARDS N OF U.S. HIGHWAY
 LP0577'40, ON THE SALT LAKE DESERT FLATS.
 LP0577'
 LP0577'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LP0577'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 LP0577'
 LP0577'U.S.C. AND G.S. BENCH MARK F-80 1934, WHICH IS 3.7 MILES W
 LP0577'OF THE STATION, IS USED AS AZIMUTH MARK.  THIS MARK IS A
 LP0577'ROUND, CONCRETE POST, PROJECTING 12 INCHES ABOVE THE SALT FLAT
 LP0577'AND IS MIDWAY BETWEEN THE HIGHWAY AND RAILROAD.
 LP0577'
 LP0577'REACHED FROM WENDOVER, BY GOING E ON HIGHWAY 40, 18.5 MILES TO A
 LP0577'POINT WHERE THE HIGHWAY MAKES A SLIGHT LEFT JOG AND THERE IS
 LP0577'A WOODEN CULVERT UNDER THE HIGHWAY WHERE IT STRAIGHTENS OUT AGAIN.
 LP0577'THE STATION IS ABOUT 35 YARDS N OF THE CULVERT AND THERE IS
 LP0577'A 4- BY 4-INCH WHITE POST BY REFERENCE MARK NO. 2.  THE STATION
 LP0577'SITE IS A LEVEL, SALT ENCRUSTED MUD FLAT, AND THE MARKS PROJECT
 LP0577'6 INCHES ABOVE GROUND AND ARE EASILY LOCATED.
 LP0577'
 LP0577'A 4-FOOT STAND WAS USED.
 LP0577
 LP0577                          STATION RECOVERY (1958)
 LP0577
 LP0577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 LP0577'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD
 LP0577'CONDITION.  DESCRIPTION ADEQUATE AND CORRECT.
 LP0577
 LP0577                          STATION RECOVERY (1974)
 LP0577
 LP0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LP0577'STATION MARK AND REFERENCE MARK 1 HAVE BEEN DESTROYED.  REFERENCE
 LP0577'MARK 2 WAS RECOVERED AND FOUND IN FAIR CONDITION.  A NEW STATION,
 LP0577'ARINOSA 2 WAS ESTABLISHED AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0578 ***********************************************************************
 LP0578  DESIGNATION -  ARINOSA 2
 LP0578  PID         -  LP0578
 LP0578  STATE/COUNTY-  UT/TOOELE
 LP0578  COUNTRY     -  US
 LP0578  USGS QUAD   -  ARINOSA (2017)
 LP0578
 LP0578                         *CURRENT SURVEY CONTROL
 LP0578  ______________________________________________________________________
 LP0578* NAD 83(1994) POSITION- 40 43 56.52794(N) 113 40 49.19609(W)   ADJUSTED
 LP0578* NAD 83(1994) ELLIP HT-  1267.981 (meters)        (11/04/97)   ADJUSTED
 LP0578* NAVD 88 ORTHO HEIGHT -  1286.0   (meters)     4219.    (feet) VERTCON3
 LP0578  ______________________________________________________________________
 LP0578  GEOID HEIGHT    -        -18.149 (meters)                     GEOID18
 LP0578  NAD 83(1994) X  - -1,944,306.655 (meters)                     COMP
 LP0578  NAD 83(1994) Y  - -4,433,388.446 (meters)                     COMP
 LP0578  NAD 83(1994) Z  -  4,140,774.569 (meters)                     COMP
 LP0578  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 LP0578  HORZ ORDER      -  FIRST
 LP0578  ELLP ORDER      -  FOURTH    CLASS I
 LP0578
 LP0578.The horizontal coordinates were established by classical geodetic methods
 LP0578.and adjusted by the National Geodetic Survey in November 1997.
 LP0578
 LP0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0578
 LP0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0578.GEOID18 height accuracy estimate available here.
 LP0578
 LP0578.Click photographs - Photos may exist for this station.
 LP0578
 LP0578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LP0578
 LP0578.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0578
 LP0578.The ellipsoidal height was determined by GPS observations
 LP0578.and is referenced to NAD 83.
 LP0578
 LP0578. The following values were computed from the NAD 83(1994) position.
 LP0578
 LP0578;                    North         East     Units Scale Factor Converg.
 LP0578;SPC UT C     - 2,268,595.438   315,831.614   MT  1.00002154   -1 23 48.0
 LP0578;SPC UT C     - 7,442,883.53  1,036,190.89   sFT  1.00002154   -1 23 48.0
 LP0578;UTM  12      - 4,512,504.133   273,658.204   MT  1.00023062   -1 44 59.0
 LP0578
 LP0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0578!SPC UT C     -   0.99980114  x   1.00002154  =   0.99982267
 LP0578!UTM  12      -   0.99980114  x   1.00023062  =   1.00003171
 LP0578
 LP0578:                Primary Azimuth Mark                     Grid Az
 LP0578:SPC UT C     -  F 80                                     272 02 18.7
 LP0578:UTM  12      -  F 80                                     272 23 29.7
 LP0578
 LP0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL7365812504(NAD 83)
 LP0578
 LP0578|---------------------------------------------------------------------|
 LP0578| PID    Reference Object                     Distance      Geod. Az  |
 LP0578|                                                           dddmmss.s |
 LP0578| CM4204 ARINOSA 2 RM 3                       14.263 METERS 08836     |
 LP0578| CM4203 ARINOSA RM 2                         40.465 METERS 18145     |
 LP0578| LP0577 ARINOSA                              23.197 METERS 18342     |
 LP0578| LP0204 F 80                                APPROX. 6.0 KM 2703830.7 |
 LP0578|---------------------------------------------------------------------|
 LP0578
 LP0578                          SUPERSEDED SURVEY CONTROL
 LP0578
 LP0578  NAD 83(1986)-  40 43 56.51816(N)    113 40 49.18876(W) AD(       ) 1
 LP0578  NAD 27      -  40 43 56.76612(N)    113 40 46.19300(W) AD(       ) 1
 LP0578  NGVD 29 (07/19/86) 1285.0    (m)         4216.     (f) VERT ANG       
 LP0578
 LP0578.Superseded values are not recommended for survey control.
 LP0578
 LP0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0578.See file dsdata.pdf to determine how the superseded data were derived.
 LP0578
 LP0578_MARKER: DH = HORIZONTAL CONTROL DISK
 LP0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0578_STAMPING: ARINOSA 2 1974
 LP0578_MARK LOGO: NGS
 LP0578_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LP0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0578+STABILITY: SURFACE MOTION
 LP0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0578+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1992
 LP0578
 LP0578  HISTORY     - Date     Condition        Report By
 LP0578  HISTORY     - 1974     MONUMENTED       NGS
 LP0578  HISTORY     - 1974     GOOD             NGS
 LP0578  HISTORY     - 1983     GOOD             DMA
 LP0578  HISTORY     - 1983     GOOD             LOCENG
 LP0578  HISTORY     - 19920716 GOOD             NGS
 LP0578
 LP0578                          STATION DESCRIPTION
 LP0578
 LP0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LP0578'STATION IS LOCATED ABOUT 18-1/2 MILES EAST OF WENDOVER, 21.0 MILES
 LP0578'WEST OF KNOLLS, 0.1 MILE SOUTH OF INTERSTATE HIGHWAY 80 AND 235.0
 LP0578'FEET NORTH OF THE CENTERLINE OF OLD U.S. HIGHWAY 40.
 LP0578'
 LP0578'TO REACH FROM THE PORT OF ENTRY IN THE EAST EDGE OF WENDOVER, GO
 LP0578'EAST ON THE HIGHWAY FOR 0.65 MILE TO A SIDE ROAD RIGHT.  TURN
 LP0578'RIGHT AND GO EAST ON OLD U.S. HIGHWAY 40 FOR 13.75 MILES TO A SIDE
 LP0578'ROAD RIGHT.  CONTINUE EAST ON THE HIGHWAY FOR 0.3 MILE TO BM F 80
 LP0578'ON THE RIGHT.  CONTINUE EAST ON THE HIGHWAY FOR 3.8 MILES TO A
 LP0578'TRACK ROAD LEFT AND THE STATION ON THE LEFT.  THE AREA AROUND
 LP0578'THE STATION IS VERY SOFT, SO PARKING A VECHICLE ALONG THE ROAD
 LP0578'IS RECOMMENDED.
 LP0578'
 LP0578'STATION MARKS ARE STANDARD DISKS, STAMPED ARINOSA 2 1974.  THE
 LP0578'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LP0578'MONUMENT WHICH PROJECTS ABOUT 4 INCHES.  IT IS 235.0 FEET NORTH OF
 LP0578'THE CENTERLINE OF THE OLD HIGHWAY, 79.0 FEET NORTH OF AN OLD FENCE
 LP0578'LINE AND 3.0 FEET SOUTHEAST OF A METAL WITNESS POST.  THE
 LP0578'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 LP0578'40 INCHES BELOW THE SURFACE.
 LP0578'
 LP0578'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ARINOSA NO 2 1940,
 LP0578'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 LP0578'PROJECTS ABOUT 10 INCHES.  IT IS 100.0 FEET NORTH OF THE
 LP0578'CENTERLINE OF THE OLD HIGHWAY, 56.0 FEET SOUTH OF THE OLD FENCE
 LP0578'LINE, 3.0 FEET NORTH OF A WOODEN WITNESS POST AND ABOUT THE SAME
 LP0578'ELEVATION AS THE STATION.
 LP0578'
 LP0578'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ARINOSA 2 NO 3 1974,
 LP0578'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LP0578'PROJECTS ABOUT 6 INCHES.  IT IS 234.0 FEET NORTH OF THE CENTERLINE
 LP0578'OF THE OLD HIGHWAY, 78.0 FEET NORTH OF THE OLD FENCE LINE, 48.0
 LP0578'FEET EAST OF THE METAL WITNESS POST AND ABOUT THE SAME ELEVATION
 LP0578'AS THE STATION.
 LP0578'
 LP0578'BM F 80 IS A STANDARD BENCH MARK DISK STAMPED F 80 1934, SET IN
 LP0578'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 LP0578'1.0 FOOT.  IT IS 77.0 FEET NORTH OF MILE POST 821, 62.0 FEET NORTH
 LP0578'OF THE NORTH RAIL OF A RAILROAD TRACK, 55.0 FEET SOUTH OF THE
 LP0578'CENTERLINE OF OLD U.S. HIGHWAY 40 AND 2.0 FEET NORTH OF A
 LP0578'WITNESS POST.
 LP0578
 LP0578                          STATION RECOVERY (1974)
 LP0578
 LP0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LP0578'RECOVERED IN GOOD CONDITION.
 LP0578
 LP0578                          STATION RECOVERY (1983)
 LP0578
 LP0578'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983 (DS)
 LP0578'ARINOSA 2 1974 RECOVERED.
 LP0578
 LP0578                          STATION RECOVERY (1983)
 LP0578
 LP0578'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (DH)
 LP0578'ARINOSA 2 1974 RECOVERED GOOD.
 LP0578
 LP0578                          STATION RECOVERY (1992)
 LP0578
 LP0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LP0578'THE STATION IS LOCATED ABOUT 33.8 KM (21.0 MI) WEST OF KNOLLS, 28.98
 LP0578'KM (18.01 MI) EAST OF WENDOVER, 0.15 KM (0.09 MI) SOUTH OF INTERSTATE
 LP0578'HIGHWAY 80, AND 71.6 M (234.9 FT) NORTH OF THE CENTERLINE OF OLD US
 LP0578'HIGHWAY 40.  OWNERSHIP--UNKNOWN.
 LP0578'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND
 LP0578'ALTERNATE US HIGHWAY 93 IN WENDOVER, GO EAST ON INTERSTATE HIGHWAY 80
 LP0578'FOR 25.75 KM (16.00 MI) TO MILEPOST 15.  CONTINUE EAST ON INTERSTATE
 LP0578'HIGHWAY 80 FOR 0.5 KM (0.3 MI) TO A GRAVEL SIDE ROAD RIGHT.  TURN
 LP0578'RIGHT, SOUTH, ON THE GRAVEL ROAD FOR 0.3 KM (0.2 MI) TO A GATE AND
 LP0578'OLD US HIGHWAY 40.  TURN LEFT, EAST, ON OLD HIGHWAY 40 FOR 6.4 KM
 LP0578'(4.0 MI) TO THE STATION ON THE LEFT.
 LP0578'THE STATION MARK IS A STANDARD NGS DISK SET IN THE TOP OF A ROUND
 LP0578'CONCRETE MONUMENT PROJECTING 0.46 M (1.51 FT) .  IT IS 71.6 M
 LP0578'(234.9 FT) NORTH OF THE CENTERLINE OF OLD HIGHWAY 40, 24.08 M
 LP0578'(79.00 FT) NORTH OF AN OLD FENCE LINE, AND 1.0 M (3.3 FT) SOUTHEAST
 LP0578'OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0205 ***********************************************************************
 HO0205  DESIGNATION -  ARP
 HO0205  PID         -  HO0205
 HO0205  STATE/COUNTY-  UT/IRON
 HO0205  COUNTRY     -  US
 HO0205  USGS QUAD   -  CEDAR CITY (2017)
 HO0205
 HO0205                         *CURRENT SURVEY CONTROL
 HO0205  ______________________________________________________________________
 HO0205* NAD 83(1986) POSITION- 37 42 08.58   (N) 113 05 49.16   (W)   HD_HELD1
 HO0205* NAVD 88 ORTHO HEIGHT -  1706.72  (+/-2cm)     5599.5   (feet) VERTCON3
 HO0205  ______________________________________________________________________
 HO0205  GEOID HEIGHT    -        -21.620 (meters)                     GEOID18
 HO0205  VERT ORDER      -  SECOND    CLASS 0 (See Below)
 HO0205
 HO0205.This mark is at Cedar City Airport (CDC)
 HO0205
 HO0205.The horizontal coordinates were determined by differentially corrected
 HO0205.hand held GPS observations or other comparable positioning techniques
 HO0205.and have an estimated accuracy of +/- 3 meters.
 HO0205
 HO0205.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0205
 HO0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0205.GEOID18 height accuracy estimate available here.
 HO0205
 HO0205.The vertical order pertains to the NGVD 29 superseded value.
 HO0205
 HO0205.Click photographs - Photos may exist for this station.
 HO0205
 HO0205;                    North         East    Units  Estimated Accuracy
 HO0205;SPC UT S     - 3,116,149.6     359,181.1     MT  (+/- 3 meters HH1 GPS) 
 HO0205
 HO0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG1513774864(NAD 83)
 HO0205
 HO0205                          SUPERSEDED SURVEY CONTROL
 HO0205
 HO0205  NGVD 29 (??/??/92) 1705.611  (m)         5595.83   (f) ADJ UNCH    2 0
 HO0205
 HO0205.Superseded values are not recommended for survey control.
 HO0205
 HO0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0205.See file dsdata.pdf to determine how the superseded data were derived.
 HO0205
 HO0205_MARKER: DT = TOPOGRAPHIC STATION DISK
 HO0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0205_STAMPING: ARP 1965
 HO0205_MARK LOGO: CGS
 HO0205_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HO0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0205+STABILITY: SURFACE MOTION
 HO0205
 HO0205  HISTORY     - Date     Condition        Report By
 HO0205  HISTORY     - 1965     MONUMENTED       CGS
 HO0205  HISTORY     - 1968     GOOD             CGS
 HO0205  HISTORY     - 1977     GOOD             NGS
 HO0205  HISTORY     - 1984     GOOD             NGS
 HO0205  HISTORY     - 19960630 GOOD             NGS
 HO0205
 HO0205                          STATION DESCRIPTION
 HO0205
 HO0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HO0205'2.5 MI NW FROM CEDAR CITY.
 HO0205'THIS MARK IS LOCATED AT THE GEOMETRIC CENTER OF THE CEDAR CITY
 HO0205'MUNICIPAL AIRPORT, IN THE NORTHEAST QUADRANT FORMED BY THE TWO
 HO0205'RUNWAYS.  IT IS 166.2 FEET NORTHEAST OF THE FIRST RUNWAY LIGHT, AT THE
 HO0205'IMMEDIATE JUNCTION OF THE RUNWAYS.  130.7 FEET SOUTHWEST OF THE FIRST
 HO0205'LARGE RUNWAY LIGHT ALONG RUNWAY 26.  118 FEET NORTH OF THE NORTH EDGE
 HO0205'OF RUNWAY 8-26.  105.3 FEET SOUTHEAST OF THE SECOND RUNWAY LIGHT ALONG
 HO0205'RUNWAY 20.  100 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 2-20. A
 HO0205'STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 12 INCH CONCRETE POST
 HO0205'FLUSH WITH THE GROUND AND STAMPED ARP 1965.
 HO0205
 HO0205                          STATION RECOVERY (1977)
 HO0205
 HO0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HO0205'RECOVERED IN GOOD CONDITION.
 HO0205
 HO0205                          STATION RECOVERY (1984)
 HO0205
 HO0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HO0205'RECOVERED IN GOOD CONDITION.
 HO0205
 HO0205                          STATION RECOVERY (1996)
 HO0205
 HO0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (NGS)
 HO0205'THIS STATION IS LOCATED AT THE GEOMETRIC CENTER OF THE CEDAR CITY
 HO0205'MUNICIPAL AIRPORT, IN THE NORTHEAST QUADRANT FORMED BY THE
 HO0205'INTERSECTION OF THE TWO RUNWAYS.  IT IS 166.2 FT (50.7 M) NORTHEAST OF
 HO0205'THE FIRST RUNWAY LIGHT NORTH OF THE INTERSECTION, 159.6 FT (48.6 M)
 HO0205'NORTH OF THE NORTH EDGE OF RUNWAY 8-26, 105.3 FT (32.1 M) SOUTHEAST OF
 HO0205'THE SECOND RUNWAY LIGHT, NORTH OF THE INTERSECTION, 99.6 FT (30.4 M)
 HO0205'SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY2-20.  A STANDARD TOPOGRAPHIC
 HO0205'DISK SET IN THE TOP OF A 12 INCH CONCRETE POST FLUSH WITH THE GROUND
 HO0205'AND STAMPED ARP 1965.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1151 ***********************************************************************
 LO1151  DESIGNATION -  ARP
 LO1151  PID         -  LO1151
 LO1151  STATE/COUNTY-  UT/SALT LAKE
 LO1151  COUNTRY     -  US
 LO1151  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO1151
 LO1151                         *CURRENT SURVEY CONTROL
 LO1151  ______________________________________________________________________
 LO1151* NAD 83(2011) POSITION- 40 47 02.27285(N) 111 58 03.92514(W)   ADJUSTED
 LO1151* NAD 83(2011) ELLIP HT-  1268.707 (meters)        (06/27/12)   ADJUSTED
 LO1151* NAD 83(2011) EPOCH   -  2010.00
 LO1151* NAVD 88 ORTHO HEIGHT -  1285.9   (meters)     4219.    (feet) VERTCON3
 LO1151  ______________________________________________________________________
 LO1151  GEOID HEIGHT    -        -17.047 (meters)                     GEOID18
 LO1151  NAD 83(2011) X  - -1,809,544.171 (meters)                     COMP
 LO1151  NAD 83(2011) Y  - -4,486,045.680 (meters)                     COMP
 LO1151  NAD 83(2011) Z  -  4,145,115.976 (meters)                     COMP
 LO1151  LAPLACE CORR    -          4.52  (seconds)                    DEFLEC18
 LO1151
 LO1151  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LO1151  Standards:
 LO1151         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LO1151            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LO1151  -------------------------------------------------------------------
 LO1151  NETWORK    5.04   9.90           2.36   1.59   5.05     -0.15418430
 LO1151  -------------------------------------------------------------------
 LO1151  Click here for local accuracies and other accuracy information.
 LO1151
 LO1151.This mark is at Salt Lake City Airport (SLC)
 LO1151
 LO1151.The horizontal coordinates were established by GPS observations
 LO1151.and adjusted by the National Geodetic Survey in June 2012.
 LO1151
 LO1151.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LO1151.been affixed to the stable North American tectonic plate. See 
 LO1151.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LO1151
 LO1151.The horizontal coordinates are valid at the epoch date displayed above
 LO1151.which is a decimal equivalence of Year/Month/Day.
 LO1151
 LO1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1151
 LO1151.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1151.GEOID18 height accuracy estimate available here.
 LO1151
 LO1151.Click photographs - Photos may exist for this station.
 LO1151
 LO1151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LO1151
 LO1151.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1151
 LO1151.The ellipsoidal height was determined by GPS observations
 LO1151.and is referenced to NAD 83.
 LO1151
 LO1151. The following values were computed from the NAD 83(2011) position.
 LO1151
 LO1151;                    North         East     Units Scale Factor Converg.
 LO1151;SPC UT C     - 2,272,183.715   460,515.717   MT  1.00003609   -0 17 58.7
 LO1151;SPC UT C     - 7,454,656.07  1,510,875.31   sFT  1.00003609   -0 17 58.7
 LO1151;UTM  12      - 4,515,226.021   418,344.411   MT  0.99968207   -0 37 55.9
 LO1151
 LO1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1151!SPC UT C     -   0.99980103  x   1.00003609  =   0.99983711
 LO1151!UTM  12      -   0.99980103  x   0.99968207  =   0.99948316
 LO1151
 LO1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1834415226(NAD 83)
 LO1151
 LO1151                          SUPERSEDED SURVEY CONTROL
 LO1151
 LO1151  NAD 83(2007)-  40 47 02.27242(N)    111 58 03.92564(W) AD(2002.00) 0
 LO1151  ELLIP H (02/10/07) 1268.686  (m)                       GP(2002.00)    
 LO1151  ELLIP H (01/22/02) 1268.729  (m)                       GP(       ) 4 1
 LO1151  NAD 83(1994)-  40 47 02.27117(N)    111 58 03.92405(W) AD(       ) 2
 LO1151  ELLIP H (11/04/97) 1268.741  (m)                       GP(       ) 4 1
 LO1151  NAD 83(1993)-  40 47 02.27087(N)    111 58 03.92417(W) AD(       ) 2
 LO1151  NAD 83(1986)-  40 47 02.25975(N)    111 58 03.91533(W) AD(       ) 2
 LO1151  NGVD 29 (12/30/92) 1284.9    (m)  GEOID90  model used  GPS OBS        
 LO1151
 LO1151.Superseded values are not recommended for survey control.
 LO1151
 LO1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1151.See file dsdata.pdf to determine how the superseded data were derived.
 LO1151
 LO1151_MARKER: DT = TOPOGRAPHIC STATION DISK
 LO1151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO1151_SP_SET: LIGHT STRUCTURE
 LO1151_STAMPING: ARP 1966
 LO1151_MARK LOGO: CGS
 LO1151_MAGNETIC: N = NO MAGNETIC MATERIAL
 LO1151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO1151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO1151+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 LO1151
 LO1151  HISTORY     - Date     Condition        Report By
 LO1151  HISTORY     - 1966     MONUMENTED       CGS
 LO1151  HISTORY     - 19920715 GOOD             NOS
 LO1151
 LO1151                          STATION DESCRIPTION
 LO1151
 LO1151'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 LO1151'STATION IS LOCATED NEAR THE NORTHWEST END OF THE SALT LAKE CITY
 LO1151'AIRPORT ABOUT 3000 FT (914.40 M) SOUTH OF RUNWAY END 16R BETWEEN THE
 LO1151'THIRD AND FOURTH TAXIWAYS SOUTH OF RUNWAY END 16R.
 LO1151'IT IS 396 FT (120.70 M) SOUTH OF A DRAIN NEAR THE THIRD TAXIWAY AS
 LO1151'ABOVE, 123.1 FT (37.52 M) EAST OF THE EAST EDGE OF THE STABILIZING
 LO1151'SHOULDER FOR THE WEST PARALLEL TAXIWAY AND 83 FT (25.30 M) SOUTH OF A
 LO1151'LINE FORMED BY THE FOURTH RUNWAY LIGHTS FROM THE THIRD TAXIWAY.
 LO1151'STATION IS A STANDARD CGS TOPOGRAPHIC STATION DISK SET IN THE NORTH
 LO1151'END OF A CONCRETE DRAIN WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0530 ***********************************************************************
 HO0530  DESIGNATION -  ASAY
 HO0530  PID         -  HO0530
 HO0530  STATE/COUNTY-  UT/GARFIELD
 HO0530  COUNTRY     -  US
 HO0530  USGS QUAD   -  GEORGE MOUNTAIN (2017)
 HO0530
 HO0530                         *CURRENT SURVEY CONTROL
 HO0530  ______________________________________________________________________
 HO0530* NAD 83(1994) POSITION- 37 35 40.88517(N) 112 28 17.19642(W)   ADJUSTED
 HO0530* NAVD 88 ORTHO HEIGHT -  2171.7   (meters)     7125.    (feet) VERTCON3
 HO0530  ______________________________________________________________________
 HO0530  GEOID HEIGHT    -        -20.522 (meters)                     GEOID18
 HO0530  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 HO0530  HORZ ORDER      -  SECOND
 HO0530
 HO0530.The horizontal coordinates were established by classical geodetic methods
 HO0530.and adjusted by the National Geodetic Survey in November 1997.
 HO0530
 HO0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0530
 HO0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0530.GEOID18 height accuracy estimate available here.
 HO0530
 HO0530.Click photographs - Photos may exist for this station.
 HO0530
 HO0530.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0530
 HO0530. The following values were computed from the NAD 83(1994) position.
 HO0530
 HO0530;                    North         East     Units Scale Factor Converg.
 HO0530;SPC UT S     - 3,103,440.483   414,213.527   MT  0.99995673   -0 35 42.7
 HO0530;SPC UT S     -10,181,870.98  1,358,965.55   sFT  0.99995673   -0 35 42.7
 HO0530;UTM  12      - 4,161,864.359   370,099.733   MT  0.99980785   -0 53 52.1
 HO0530
 HO0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0530!SPC UT S     -   0.99966254  x   0.99995673  =   0.99961929
 HO0530!UTM  12      -   0.99966254  x   0.99980785  =   0.99947046
 HO0530
 HO0530:                Primary Azimuth Mark                     Grid Az
 HO0530:SPC UT S     -  ALTON                                    170 33 50.1
 HO0530:UTM  12      -  ALTON                                    170 51 59.5
 HO0530
 HO0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG7009961864(NAD 83)
 HO0530
 HO0530|---------------------------------------------------------------------|
 HO0530| PID    Reference Object                     Distance      Geod. Az  |
 HO0530|                                                           dddmmss.s |
 HO0530| CH2217 ASAY RM 1                            11.110 METERS 02955     |
 HO0530| HO0565 ALTON                               APPROX.12.2 KM 1695807.4 |
 HO0530| CH2218 ASAY RM 2                             6.354 METERS 30248     |
 HO0530|---------------------------------------------------------------------|
 HO0530
 HO0530                          SUPERSEDED SURVEY CONTROL
 HO0530
 HO0530  NAD 83(1986)-  37 35 40.88256(N)    112 28 17.19671(W) AD(       ) 2
 HO0530  NAD 27      -  37 35 40.95255(N)    112 28 14.44857(W) AD(       ) 2
 HO0530  NGVD 29 (07/19/86) 2170.4    (m)         7121.     (f) VERT ANG       
 HO0530
 HO0530.Superseded values are not recommended for survey control.
 HO0530
 HO0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0530.See file dsdata.pdf to determine how the superseded data were derived.
 HO0530
 HO0530_MARKER: DD = SURVEY DISK
 HO0530_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HO0530+WITH SETTING: INFORMATION.
 HO0530_STAMPING: ASAY 1971
 HO0530_MARK LOGO: USGS
 HO0530_PROJECTION: FLUSH
 HO0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0530+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 HO0530
 HO0530  HISTORY     - Date     Condition        Report By
 HO0530  HISTORY     - 1971     MONUMENTED       USGS
 HO0530  HISTORY     - 20101208 GOOD             GEOCAC
 HO0530  HISTORY     - 20120612 GOOD             GEOCAC
 HO0530
 HO0530                          STATION DESCRIPTION
 HO0530
 HO0530'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HO0530'RM 1, TO RM 2, NOT MEASURED.
 HO0530'
 HO0530'LOCATED ABOUT 16.0 MI (AIRLINE) SSW. OF PANGUITCH, UTAH.  ABOUT
 HO0530'8.0 MI NNE. OF LONG VALLEY JUNCTION.  ABOUT 4.0 MI SW. OF
 HO0530'HATCH.  ON TOP OF A LARGE CUT BANK ON THE WEST SIDE OF THE HWY.
 HO0530'
 HO0530'TO REACH FROM THE HATCH P.O. DRIVE S. ON HIGHWAY 89 FOR 4.5 MI TO
 HO0530'A SMALL DRAIN ON THE RIGHT.  TURN RIGHT AND FOLLOW FENCE S. AND
 HO0530'UPHILL FOR 0.1 MI AND END OF TRUCK TRAVEL.  PACK ABOUT 400 FT TO
 HO0530'TOP OF CUT BANK AND STATION, 50 FT W. OF FENCE.
 HO0530'
 HO0530'STATION MARK--A STANDARD USGS BRASS TABLET STAMPED ASAY 1971 SET
 HO0530'ON A COPPER-COATED ROD 6.3 FT W. OF A WHITE WITNESS SIGN.
 HO0530'
 HO0530'REFERENCE MARK NO. 1--A STANDARD USGS BRASS TABLET STAMPED ASAY
 HO0530'NO 1 1971 SET ON A COPPER-COATED ROD.
 HO0530'
 HO0530'REFERENCE MARK NO. 2--A STANDARD USGS BRASS TABLET STAMPED ASAY
 HO0530'NO 2 1971 SET ON A COPPER-COATED ROD.
 HO0530
 HO0530                          STATION RECOVERY (2010)
 HO0530
 HO0530'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HO0530'SIX FT WEST OF A METAL WP.  RM 1 AND RM 2 ALSO FOUND.
 HO0530
 HO0530                          STATION RECOVERY (2012)
 HO0530
 HO0530'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0530'RECOVERED AS DESCRIBED.  THE STATION MARK, RM 1 AND RM 2 ALL IN GOOD
 HO0530'CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0683 ***********************************************************************
 LN0683  DESIGNATION -  ASHLEY
 LN0683  PID         -  LN0683
 LN0683  STATE/COUNTY-  UT/UINTAH
 LN0683  COUNTRY     -  US
 LN0683  USGS QUAD   -  TAYLOR MOUNTAIN (2017)
 LN0683
 LN0683                         *CURRENT SURVEY CONTROL
 LN0683  ______________________________________________________________________
 LN0683* NAD 83(1994) POSITION- 40 41 10.60874(N) 109 39 11.86648(W)   ADJUSTED
 LN0683* NAVD 88 ORTHO HEIGHT -  2837.8   (meters)     9310.    (feet) VERTCON3
 LN0683  ______________________________________________________________________
 LN0683  GEOID HEIGHT    -        -13.946 (meters)                     GEOID18
 LN0683  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 LN0683  HORZ ORDER      -  FIRST
 LN0683
 LN0683.The horizontal coordinates were established by classical geodetic methods
 LN0683.and adjusted by the National Geodetic Survey in November 1997.
 LN0683
 LN0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0683
 LN0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0683.GEOID18 height accuracy estimate available here.
 LN0683
 LN0683.Click photographs - Photos may exist for this station.
 LN0683
 LN0683.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0683
 LN0683. The following values were computed from the NAD 83(1994) position.
 LN0683
 LN0683;                    North         East     Units Scale Factor Converg.
 LN0683;SPC UT C     - 2,262,843.977   656,097.473   MT  1.00000923   +1 10 58.7
 LN0683;SPC UT C     - 7,424,013.95  2,152,546.46   sFT  1.00000923   +1 10 58.7
 LN0683;UTM  12      - 4,504,804.075   613,796.758   MT  0.99975939   +0 52 40.9
 LN0683
 LN0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0683!SPC UT C     -   0.99955722  x   1.00000923  =   0.99956645
 LN0683!UTM  12      -   0.99955722  x   0.99975939  =   0.99931672
 LN0683
 LN0683:                Primary Azimuth Mark                     Grid Az
 LN0683:SPC UT C     -  ASHLEY AZ MK                             108 43 26.4
 LN0683:UTM  12      -  ASHLEY AZ MK                             109 01 44.2
 LN0683
 LN0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL1379604804(NAD 83)
 LN0683
 LN0683|---------------------------------------------------------------------|
 LN0683| PID    Reference Object                     Distance      Geod. Az  |
 LN0683|                                                           dddmmss.s |
 LN0683| LN0669 ASHLEY AZ MK                        APPROX. 3.1 KM 1095425.1 |
 LN0683| CP5292 ASHLEY RM 1                           6.635 METERS 20603     |
 LN0683| CP5293 ASHLEY RM 2                           8.673 METERS 33952     |
 LN0683|---------------------------------------------------------------------|
 LN0683
 LN0683                          SUPERSEDED SURVEY CONTROL
 LN0683
 LN0683  NAD 83(1993)-  40 41 10.60888(N)    109 39 11.86662(W) AD(       ) 1
 LN0683  NAD 83(1986)-  40 41 10.58895(N)    109 39 11.85355(W) AD(       ) 1
 LN0683  NAD 27      -  40 41 10.74500(N)    109 39 09.33900(W) AD(       ) 1
 LN0683  NGVD 29 (07/19/86) 2836.3    (m)         9305.     (f) VERT ANG       
 LN0683
 LN0683.Superseded values are not recommended for survey control.
 LN0683
 LN0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0683.See file dsdata.pdf to determine how the superseded data were derived.
 LN0683
 LN0683_MARKER: DS = TRIANGULATION STATION DISK
 LN0683_SETTING: 66 = SET IN ROCK OUTCROP
 LN0683_STAMPING: ASHLEY 1946
 LN0683_MARK LOGO: CGS
 LN0683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0683+STABILITY: POSITION/ELEVATION WELL
 LN0683
 LN0683  HISTORY     - Date     Condition        Report By
 LN0683  HISTORY     - 1946     MONUMENTED       CGS
 LN0683  HISTORY     - 1963     GOOD             CGS
 LN0683
 LN0683                          STATION DESCRIPTION
 LN0683
 LN0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0683'STATION IS LOCATED ON HIGHEST POINT OF A ROCKY, SCATTERED
 LN0683'ASPEN, AND DEAD PINE TREE COVERED HILL, WHICH IS THE SOUTHERN
 LN0683'END OF A RIDGE EXTENDING SOUTHWEST FROM TAYLOR MTN., AND ON
 LN0683'EAST BANK OF ASHLEY CREEK, APPROXIMATELY 17.5 MILES AIRLINE
 LN0683'NORTHWEST OF VERNAL 22 MILES AIRLINE SOUTH OF MANILA, SET
 LN0683'FLUSH, STAMPED--ASHLEY 1946.
 LN0683'
 LN0683'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN STATION,
 LN0683'SET FLUSH, STAMPED--ASHLEY NO 1 1946.
 LN0683'
 LN0683'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME LEVEL AS
 LN0683'STATION, PROJECTS 2 INCHES, STAMPED--ASHLEY NO 2 1946.
 LN0683'
 LN0683'AZIMUTH MARK IS ON A PROMINENT, BALD, ROCKY HILL, 10 FEET
 LN0683'NORTHWEST OF AND 1 FOOT LOWER THAN HIGHEST POINT, 0.4 MILE
 LN0683'SOUTH OF ROAD, SET FLUSH STAMPED--ASHLEY 1946
 LN0683'
 LN0683'TO REACH FROM POST OFFICE IN VERNAL, GO WEST ON MAIN STREET
 LN0683'FOR 0.4 MILE TO CROSSROADS AT CONOCO SERVICE STATION ON LEFT.
 LN0683'TURN RIGHT NORTH (THIS IS STATE HIGHWAY 121) AND GO 0.4 MILE
 LN0683'TO CROSSROADS.  TURN LEFT, WEST, AND GO 1.9 MILE TO CROSSROADS
 LN0683'AT MAESER STORE.  TURN RIGHT, NORTH, AND FOLLOW MAIN ROAD
 LN0683'FOR 6.45 MILES TO FORKS.  TAKE RIGHT FORK AND GO 0.9 MILE TO
 LN0683'FORKS.  TAKE RIGHT FORK AND GO 5.05 MILES TO TOP OF MESA AND
 LN0683'TRIANGULATION STATION BRUSH 1937 ON LEFT.  CONTINUE FOR 3.5
 LN0683'MILES TO ROAD LEFT AND SIGN--DAVIS SPRINGS AND A CORRAL IN
 LN0683'OPENING ON LEFT.  TURN LEFT AND GO 0.5 MILE.  (FROM THIS
 LN0683'POINT THE AZIMUTH MARK IS UP HILL TO SOUTH AS DESCRIBED
 LN0683'ABOVE).  CONTINUE ON ROAD FOR 0.1 MILE TO BRIDGE OVER
 LN0683'CANAL.  CONTINUE ON MAIN ROAD FOR 1.7 MILE TO WHERE ROAD
 LN0683'CROSSES SMALL DRAW AND TURN TURNS SHARP LEFT.  HERE LEAVE
 LN0683'ROAD AND GO WEST ACROSS COUNTRY TOWARD TWO LARGE BOULDERS IN
 LN0683'OPENING NEAR TREES AND TWO TRIANGLE BLAZES, A DISTANCE OF
 LN0683'0.15 MILE, AND END OF TRUCK TRAVEL.  FROM HERE PACK WEST UP
 LN0683'HILL ALONG DIM, BLAZED TRAIL TO TOP OF RIDGE AND STATION AS
 LN0683'DESCRIBED ABOVE.  A 20-MINUTE PACK.
 LN0683
 LN0683                          STATION RECOVERY (1963)
 LN0683
 LN0683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLG)
 LN0683'STATION AND MARKS WERE FOUND AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0669 ***********************************************************************
 LN0669  DESIGNATION -  ASHLEY AZ MK
 LN0669  PID         -  LN0669
 LN0669  STATE/COUNTY-  UT/UINTAH
 LN0669  COUNTRY     -  US
 LN0669  USGS QUAD   -  DYER MOUNTAIN (2017)
 LN0669
 LN0669                         *CURRENT SURVEY CONTROL
 LN0669  ______________________________________________________________________
 LN0669* NAD 83(1994) POSITION- 40 40 36.90893(N) 109 37 09.70013(W)   ADJUSTED
 LN0669* NAVD 88 ORTHO HEIGHT -  2759.5   (meters)     9053.    (feet) VERTCON3
 LN0669  ______________________________________________________________________
 LN0669  GEOID HEIGHT    -        -14.122 (meters)                     GEOID18
 LN0669  LAPLACE CORR    -         -5.10  (seconds)                    DEFLEC18
 LN0669  HORZ ORDER      -  FIRST
 LN0669
 LN0669.The horizontal coordinates were established by classical geodetic methods
 LN0669.and adjusted by the National Geodetic Survey in November 1997.
 LN0669
 LN0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0669
 LN0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0669.GEOID18 height accuracy estimate available here.
 LN0669
 LN0669.Click photographs - Photos may exist for this station.
 LN0669
 LN0669.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0669
 LN0669. The following values were computed from the NAD 83(1994) position.
 LN0669
 LN0669;                    North         East     Units Scale Factor Converg.
 LN0669;SPC UT C     - 2,261,864.442   658,987.363   MT  1.00000681   +1 12 16.9
 LN0669;SPC UT C     - 7,420,800.26  2,162,027.71   sFT  1.00000681   +1 12 16.9
 LN0669;UTM  12      - 4,503,809.423   616,680.690   MT  0.99976757   +0 53 60.0
 LN0669
 LN0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0669!SPC UT C     -   0.99956953  x   1.00000681  =   0.99957633
 LN0669!UTM  12      -   0.99956953  x   0.99976757  =   0.99933720
 LN0669
 LN0669:                Primary Azimuth Mark                     Grid Az
 LN0669:SPC UT C     -  ASHLEY                                   288 43 27.9
 LN0669:UTM  12      -  ASHLEY                                   289 01 44.8
 LN0669
 LN0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL1668003809(NAD 83)
 LN0669
 LN0669|---------------------------------------------------------------------|
 LN0669| PID    Reference Object                     Distance      Geod. Az  |
 LN0669|                                                           dddmmss.s |
 LN0669| LN0683 ASHLEY                              APPROX. 3.1 KM 2895544.8 |
 LN0669|---------------------------------------------------------------------|
 LN0669
 LN0669                          SUPERSEDED SURVEY CONTROL
 LN0669
 LN0669  NAD 83(1993)-  40 40 36.90904(N)    109 37 09.70021(W) AD(       ) 1
 LN0669  NAD 83(1986)-  40 40 36.88915(N)    109 37 09.68686(W) AD(       ) 1
 LN0669  NAD 27      -  40 40 37.04300(N)    109 37 07.17400(W) AD(       ) 1
 LN0669  NGVD 29 (07/19/86) 2758.0    (m)         9049.     (f) VERT ANG       
 LN0669
 LN0669.Superseded values are not recommended for survey control.
 LN0669
 LN0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0669.See file dsdata.pdf to determine how the superseded data were derived.
 LN0669
 LN0669_MARKER: DS = TRIANGULATION STATION DISK
 LN0669_SETTING: 66 = SET IN ROCK OUTCROP
 LN0669_STAMPING: AHSLEY 1946
 LN0669_MARK LOGO: CGS
 LN0669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0669+STABILITY: POSITION/ELEVATION WELL
 LN0669
 LN0669  HISTORY     - Date     Condition        Report By
 LN0669  HISTORY     - 1946     MONUMENTED       CGS
 LN0669  HISTORY     - 1963     GOOD             CGS
 LN0669
 LN0669                          STATION DESCRIPTION
 LN0669
 LN0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0669'STATION IS LOCATED APPROXIMATELY 10 FEET NORTHWEST OF AND
 LN0669'1 FOOT LOWER THAN HIGHEST POINT OF A PROMINENT, BALD, ROCKY
 LN0669'HILL, 17 MILES AIRLINE NORTHWEST OF VERNAL, 22 MILES AIRLINE
 LN0669'SOUTH OF MANILA, 0.5 MILE SOUTHEAST OF TRIANGLATION STATION
 LN0669'ASHLEY 1947, SET FLUSH, STAMPED--ASHLEY 1946.
 LN0669'
 LN0669'TO REACH FROM POST OFFICE IN VERNAL, GO WEST FOR 0.4 MILE
 LN0669'TO CROSSROADS AT CONOCO SERVICE STATION ON LEFT, (THIS IS
 LN0669'STATE HIGHWAY 121).  TURN RIGHT NORTH AND GO 0.4 MILE TO
 LN0669'CROSSROADS.  TURN LEFT WEST AND GO 1.9 MILE TO CROSSROADS
 LN0669'AT MAESER STORE.  TURN RIGHT NORTH AND FOLLOW MAIN ROAD FOR
 LN0669'6.45 MILES TO FORKS.  TAKE RIGHT FORK AND GO 0.9 MILE TO
 LN0669'FORK.  TAKE RIGHT FORK AND GO 5.05 MILES TO TOP OF MESA AND
 LN0669'TRIANGLATION STATION BRUSH 1937 ON LEFT.  CONTINUE 3.5 MILES
 LN0669'TO ROAD LEFT AT SIGN DAVIS SPRINGS AND A LARGE CORRAL IN
 LN0669'OPENING ON LEFT.  TURN LEFT AND GO 0.5 MILE.  TURN LEFT,
 LN0669'LEAVING ROAD, AND PICK WAY ACROSS COUNTRY UP HILL FOR 0.4 MILE
 LN0669'TO TOP OF HILL AND STATION AS DESCRIBED ABOVE.  A DRIVE
 LN0669'STATION.
 LN0669
 LN0669                          STATION RECOVERY (1963)
 LN0669
 LN0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLG)
 LN0669'STATION AND MARKS WERE FOUND AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0679 ***********************************************************************
 LN0679  DESIGNATION -  ASPEN
 LN0679  PID         -  LN0679
 LN0679  STATE/COUNTY-  UT/UINTAH
 LN0679  COUNTRY     -  US
 LN0679  USGS QUAD   -  TAYLOR MOUNTAIN (2017)
 LN0679
 LN0679                         *CURRENT SURVEY CONTROL
 LN0679  ______________________________________________________________________
 LN0679* NAD 83(1994) POSITION- 40 39 46.00845(N) 109 44 22.09119(W)   ADJUSTED
 LN0679* NAVD 88 ORTHO HEIGHT -  2848.2   (meters)     9344.    (feet) VERTCON3
 LN0679  ______________________________________________________________________
 LN0679  GEOID HEIGHT    -        -13.918 (meters)                     GEOID18
 LN0679  LAPLACE CORR    -         -6.65  (seconds)                    DEFLEC18
 LN0679  HORZ ORDER      -  FIRST
 LN0679
 LN0679.The horizontal coordinates were established by classical geodetic methods
 LN0679.and adjusted by the National Geodetic Survey in November 1997.
 LN0679
 LN0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0679
 LN0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0679.GEOID18 height accuracy estimate available here.
 LN0679
 LN0679.Click photographs - Photos may exist for this station.
 LN0679
 LN0679.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0679
 LN0679. The following values were computed from the NAD 83(1994) position.
 LN0679
 LN0679;                    North         East     Units Scale Factor Converg.
 LN0679;SPC UT C     - 2,260,087.957   648,865.756   MT  1.00000320   +1 07 39.9
 LN0679;SPC UT C     - 7,414,971.91  2,128,820.40   sFT  1.00000320   +1 07 39.9
 LN0679;UTM  12      - 4,502,087.366   606,552.304   MT  0.99973974   +0 49 17.2
 LN0679
 LN0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0679!SPC UT C     -   0.99955560  x   1.00000320  =   0.99955880
 LN0679!UTM  12      -   0.99955560  x   0.99973974  =   0.99929546
 LN0679
 LN0679:                Primary Azimuth Mark                     Grid Az
 LN0679:SPC UT C     -  COW                                      078 49 17.7
 LN0679:UTM  12      -  COW                                      079 07 40.4
 LN0679
 LN0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL0655202087(NAD 83)
 LN0679
 LN0679|---------------------------------------------------------------------|
 LN0679| PID    Reference Object                     Distance      Geod. Az  |
 LN0679|                                                           dddmmss.s |
 LN0679| LN0680 COW                                 APPROX. 3.8 KM 0795657.6 |
 LN0679| CP5297 ASPEN RM 1                           14.470 METERS 11246     |
 LN0679| CP5298 ASPEN RM 2                           16.093 METERS 25523     |
 LN0679|---------------------------------------------------------------------|
 LN0679
 LN0679                          SUPERSEDED SURVEY CONTROL
 LN0679
 LN0679  NAD 83(1993)-  40 39 46.00848(N)    109 44 22.09155(W) AD(       ) 1
 LN0679  NAD 83(1986)-  40 39 45.98827(N)    109 44 22.07863(W) AD(       ) 1
 LN0679  NAD 27      -  40 39 46.14900(N)    109 44 19.55100(W) AD(       ) 1
 LN0679  NGVD 29 (07/19/86) 2846.6    (m)         9339.     (f) VERT ANG       
 LN0679
 LN0679.Superseded values are not recommended for survey control.
 LN0679
 LN0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0679.See file dsdata.pdf to determine how the superseded data were derived.
 LN0679
 LN0679_MARKER: DS = TRIANGULATION STATION DISK
 LN0679_SETTING: 80 = SET IN A BOULDER
 LN0679_STAMPING: ASPEN 1947
 LN0679_MARK LOGO: CGS
 LN0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0679+STABILITY: SURFACE MOTION
 LN0679
 LN0679  HISTORY     - Date     Condition        Report By
 LN0679  HISTORY     - 1947     MONUMENTED       CGS
 LN0679  HISTORY     - 1963     GOOD             CGS
 LN0679
 LN0679                          STATION DESCRIPTION
 LN0679
 LN0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LN0679'THE STATION IS LOCATED ON THE POINT OF A RIDGE EXTENDING
 LN0679'SOUTHWARD AND IS HIGHER FARTHER NORTH.  NEAR THE HEAD OF
 LN0679'BLACK CANYON.  ON THE EAST SIDE OF EAST FORK, A BRANCH OF DRY
 LN0679'FORK CREEK.  IN A THICK GROVE OF QUAKEN ASPEN WITH A FEW
 LN0679'SCATTERED PINE TREES.  ABOUT 19 MILES AIR LINE NORTHWEST
 LN0679'OF VERNAL, AND ABOUT 17 MILES AIR LINE NORTHEAST OF THE SMALL
 LN0679'VILLAGE OF WHITEROCKS.  IN A SMALL CLEARING- CLEARED FOR
 LN0679'STATION ONLY.  18 FEET SOUTHWEST OF A 16 INCH SPRUCE PINE WITH
 LN0679'A 10 INCH TRIANGLE BLAZE.  PROJECTS 4 INCHES AND IS
 LN0679'STAMPED ASPEN 1946.
 LN0679'
 LN0679'REFERENCE MARK NO. 1 IS APPROXIMATELY 4 FEET LOWER THAN
 LN0679'THE STATION, 14 FEET EAST OF A 10 INCH PINE STUMP, FLUSH
 LN0679'AND IS STAMPED ASPEN NO 1 1946.
 LN0679'
 LN0679'REFERENCE MARK NO. 2 IS APPROXIMATELY 3 FEET HIGHER THAN THE
 LN0679'STATION, AT THE WEST EDGE OF CLEARING, PROJECTS 5 INCHES AND
 LN0679'IS STAMPED ASPEN NO 2 1946.
 LN0679'
 LN0679'STATION COW 1947 USED FOR AZIMUTH AS THERE WAS NO SUITABLE
 LN0679'PLACE TO SET ONE.
 LN0679'
 LN0679'TO REACH FROM VERNAL.  GO WEST ON U.S. HIGHWAY 40 FOR 0.5
 LN0679'MILE TO A CROSSROAD AT A CONOCO SERVICE STATION ON LEFT.  TURN
 LN0679'RIGHT (N) AND GO 0.5 MILE TO A CROSSROAD.  TURN LEFT (W) AND
 LN0679'GO 2.0 MILES TO MAESER STORE.  CONTINUE STRAIGHT AHEAD (W)
 LN0679'FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT (N) AND GO 4.5 MILES
 LN0679'TO A FORK.  TAKE LEFT FORK MAIN ROAD AND GO 4.2 MILES TO
 LN0679'A FORK.  TAKE RIGHT FORK THROUGH DRY FORK SETTLEMENT AND GO
 LN0679'1.6 MILES TO A ROAD RIGHT UP MOUNTAIN.  TURN RIGHT UP MOUNTAIN
 LN0679'ROAD AND GO 2.8 MILES TO A GATE IN FENCE LINE.  THIS ROAD
 LN0679'IS VERY STEEP AND ROUGH AND A TRUCK WITH A COMPOUND GEAR
 LN0679'IN NEEDED.  CONTINUE THROUGH GATE AND GO 1.8 MILES TO A
 LN0679'TRIANGLE BLAZE ON LEFT AND STATION BLACK 1947 ON RIGHT.
 LN0679'CONTINUE NORTH ON A ROUGH ROCKY ROAD FOR 2.25 MILES TO A
 LN0679'TRAIL CROSSING AND A TRIANGLE BLAZE ON RIGHT.  CONTINUE
 LN0679'FOR 2.6 MILES TO A POINT WHERE THE ROAD COMES INTO A
 LN0679'DRAW AND GETS REAL ROCKY AND A TRIANGLE BLAZE ON ASPEN TREE
 LN0679'ON LEFT.  CONTINUE FOR 0.15 MILE TO END OF TRUCK TRAVEL.
 LN0679'PACK UP RIDGE (W) TO STATION SITE.  A 5 MINUTE PACK.  A FOUR
 LN0679'WHEEL DRIVE VEHICLE CAN BE DRIVEN TO STATION.
 LN0679
 LN0679                          STATION RECOVERY (1963)
 LN0679
 LN0679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLG)
 LN0679'STATION AND MARKS WERE FOUND AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0646 ***********************************************************************
 LN0646  DESIGNATION -  ASPHALT
 LN0646  PID         -  LN0646
 LN0646  STATE/COUNTY-  UT/UINTAH
 LN0646  COUNTRY     -  US
 LN0646  USGS QUAD   -  VERNAL NE (2017)
 LN0646
 LN0646                         *CURRENT SURVEY CONTROL
 LN0646  ______________________________________________________________________
 LN0646* NAD 83(1994) POSITION- 40 22 45.27380(N) 109 32 53.15527(W)   ADJUSTED
 LN0646* NAVD 88 ORTHO HEIGHT -  1935.4   (meters)     6350.    (feet) VERTCON3
 LN0646  ______________________________________________________________________
 LN0646  GEOID HEIGHT    -        -17.258 (meters)                     GEOID18
 LN0646  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 LN0646  HORZ ORDER      -  FIRST
 LN0646
 LN0646.The horizontal coordinates were established by classical geodetic methods
 LN0646.and adjusted by the National Geodetic Survey in November 1997.
 LN0646
 LN0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0646
 LN0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0646.GEOID18 height accuracy estimate available here.
 LN0646
 LN0646.Click photographs - Photos may exist for this station.
 LN0646
 LN0646.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0646
 LN0646. The following values were computed from the NAD 83(1994) position.
 LN0646
 LN0646;                    North         East     Units Scale Factor Converg.
 LN0646;SPC UT C     - 2,228,946.853   665,732.163   MT  0.99994388   +1 15 01.2
 LN0646;SPC UT C     - 7,312,803.13  2,184,156.27   sFT  0.99994388   +1 15 01.2
 LN0646;UTM  12      - 4,470,862.609   623,247.664   MT  0.99978698   +0 56 26.6
 LN0646
 LN0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0646!SPC UT C     -   0.99969920  x   0.99994388  =   0.99964309
 LN0646!UTM  12      -   0.99969920  x   0.99978698  =   0.99948624
 LN0646
 LN0646:                Primary Azimuth Mark                     Grid Az
 LN0646:SPC UT C     -  ASPHALT AZ MK                            193 05 46.9
 LN0646:UTM  12      -  ASPHALT AZ MK                            193 24 21.5
 LN0646
 LN0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK2324770862(NAD 83)
 LN0646
 LN0646|---------------------------------------------------------------------|
 LN0646| PID    Reference Object                     Distance      Geod. Az  |
 LN0646|                                                           dddmmss.s |
 LN0646| CP5300 ASPHALT RM 1                          8.987 METERS 18923     |
 LN0646| CP5299 ASPHALT AZ MK                                      1942048.1 |
 LN0646| CP5301 ASPHALT RM 2                          8.636 METERS 25240     |
 LN0646|---------------------------------------------------------------------|
 LN0646
 LN0646                          SUPERSEDED SURVEY CONTROL
 LN0646
 LN0646  NAD 83(1993)-  40 22 45.27358(N)    109 32 53.15508(W) AD(       ) 1
 LN0646  NAD 83(1986)-  40 22 45.25254(N)    109 32 53.13888(W) AD(       ) 1
 LN0646  NAD 27      -  40 22 45.39500(N)    109 32 50.65700(W) AD(       ) 1
 LN0646  NGVD 29 (07/31/96) 1934.1    (m)         6345.     (f) VERT ANG       
 LN0646  NGVD 29 (07/19/86) 1936.5    (m)         6353.     (f) VERT ANG       
 LN0646
 LN0646.Superseded values are not recommended for survey control.
 LN0646
 LN0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0646.See file dsdata.pdf to determine how the superseded data were derived.
 LN0646
 LN0646_MARKER: DS = TRIANGULATION STATION DISK
 LN0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0646_STAMPING: ASPHALT 1946
 LN0646_MARK LOGO: CGS
 LN0646_PROJECTION: FLUSH
 LN0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0646+STABILITY: SURFACE MOTION
 LN0646
 LN0646  HISTORY     - Date     Condition        Report By
 LN0646  HISTORY     - 1946     MONUMENTED       CGS
 LN0646  HISTORY     - 1963     GOOD             USGS
 LN0646  HISTORY     - 1964     GOOD             USGS
 LN0646
 LN0646                          STATION DESCRIPTION
 LN0646
 LN0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0646'STATION IS LOCATED ABOUT 5 MILES AIRLINE SOUTH OF VERNAL, ON
 LN0646'THE HIGHEST PEAK OF A NORTHWEST AND SOUTHEAST RIDGE KNOWN
 LN0646'LOCALLY AS ASPHALT RIDGE.  THE STATION MARK IS A BRONZE DISK
 LN0646'STAMPED ASPHALT 1946, SET IN A SQUARE 12-INCH BLOCK OF CONCRETE
 LN0646'FLUSH WITH THE GROUND LEVEL ON THE HIGHEST POINT OF THE RIDGE.
 LN0646'
 LN0646'REFERENCE MARK NO 1 IS A BRONZE DISK STAMPED ASPHALT NO 1 1946,
 LN0646'SET IN A SQUARE 12-INCH BLOCK OF CONCRETE WHICH PROJECTS 2 INCHES.
 LN0646'IT IS SOUTH-SOUTHWEST OF AND 1 FOOT LOWER THAN THE STATION MARK.
 LN0646'
 LN0646'REFERENCE MARK NO 2 IS A BRONZE DISK STAMPED ASPHALT NO 2 1946,
 LN0646'SET IN BEDROCK 3 INCHES BELOW GROUND LEVEL.  IT IS WEST OF
 LN0646'AND 18 INCHES LOWER THAN THE STATION MARK.
 LN0646'
 LN0646'THE AZIMUTH MARK IS A BRONZE DISK STAMPED ASPHALT 1946, SET
 LN0646'IN A BOULDER WHICH PROJECTS 20 INCHES.  IT IS ON THE HIGHEST
 LN0646'POINT OF A SMALL KNOLL 0.4 MILE SOUTH-SOUTHWEST OF THE STATION.
 LN0646'
 LN0646'TO REACH STATION FROM THE POST OFFICE IN VERNAL, GO WEST ON
 LN0646'U.S. HIGHWAY 40 FOR 6.2 MILES TO A ROAD LEFT AT SIGN U.S.
 LN0646'GRAZING SERVICE, CORRAL RESERVOIR.  TURN LEFT OFF HIGHWAY
 LN0646'AND GO 0.3 MILE TO FORK.  TURN RIGHT, GO 3.3 MILES TO SHEEP
 LN0646'CORRALS ON LEFT.  TURN LEFT ON DIM ROAD NORTH OF CORRALS,
 LN0646'FOLLOW ROAD UP DRAW ONTO RIDGE, THEN ALONG RIDGE 3.2 MILES TO
 LN0646'FOOT OF SMALL KNOLL AND END OF TRUCK TRAVEL.  FROM HERE
 LN0646'WALK WESTERLY UP STEEP GRADE APPROXIMATELY 100 YARDS TO
 LN0646'HIGHEST POINT AND STATION.
 LN0646
 LN0646                          STATION RECOVERY (1963)
 LN0646
 LN0646'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LN0646'NEW TO REACH DESCRIPTION FOLLOWS--TO REACH FROM POST OFFICE
 LN0646'IN VERNAL, GO W. ON U.S. HIGHWAY 40 FOR 6.2 MI. TO GRADED RD
 LN0646'LEFT.  TURN LEFT OFF HIGHWAY AND GO 3.2 MI. TO SHEEP CORRALS
 LN0646'ON LEFT.  TURN LEFT ON TRACK RD N. OF CORRALS AND FOLLOW RD
 LN0646'UP DRAW ONTO RIDGE.  THEN ALONG RIDGE 2.0 MI. TO WHERE RD.
 LN0646'GOES UP STEEP HILL ONTO ANOTHER RIDGE.  THIS HILL IS DIFFICULT
 LN0646'TO CLIMB WITH ANY VEHICLE OTHER THAN 4-WHEEL DRIVE.  FOLLOW
 LN0646'ALONG RIDGE TO WHERE IT TOPS OUT ON SMALL TOP AND END OF TRUCK
 LN0646'TRAVEL.  TRACKS CONTINUE DOWN STEEP SLOPE FOR SHORT DISTANCE
 LN0646'BUT IT IS NOT PRACTICAL TO USE THIS.  PACK EASTERLY TO
 LN0646'PROMINENT TOP AND STATION - ABOUT A 10 MINUTE PACK.
 LN0646
 LN0646                          STATION RECOVERY (1964)
 LN0646
 LN0646'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LN0646'DESCRIBED AS FOLLOWS.
 LN0646'
 LN0646'TO REACH FROM POST OFFICE IN VERNAL, GO W. ON U.S. HIGHWAY 40 FOR 6.2
 LN0646'MI. TO GRADED RD. LEFT, TURN LEFT AND GO 3.2 MI. TO SHEEP CORRALS ON
 LN0646'LEFT, TURN LEFT ON TRACK RD. N. OF CORRALS, FOLLOW RD. UP DRAW TO
 LN0646'RIDGE, THEN ALONG RIDGE FOR 2 MI. TO BASE OF STEEP HILL AND RD. UP
 LN0646'TO ANOTHER RIDGE, CLIMB HILL USING FOUR-WHEEL DRIVE, FOLLOW ALONG
 LN0646'RIDGE 0.7 MI. TO SMALL TOP AND END OF TRUCK TRAVEL, TRACKS CONTINUE
 LN0646'DOWN STEEP SLOPE FOR SHORT DISTANCE, PACK EASTERLY TO PROMINENT TOP
 LN0646'AND STATION.  ABOUT A 10-MINUTE PACK.
 LN0646'
 LN0646'RECOVERED.
 LN0646'
 LN0646'STATION MARK--BRONZE DISK, STAMPED ---ASPHALT 1946---, SET IN A SQUARE
 LN0646'12 IN. BLOCK OF CONCRETE FLUSH WITH THE GROUND, LEVEL ON THE HIGHEST
 LN0646'POINT OF THE RIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0728 ***********************************************************************
 MR0728  DESIGNATION -  ATE COLLEGE
 MR0728  PID         -  MR0728
 MR0728  STATE/COUNTY-  UT/CACHE
 MR0728  COUNTRY     -  US
 MR0728  USGS QUAD   -  LOGAN (2017)
 MR0728
 MR0728                         *CURRENT SURVEY CONTROL
 MR0728  ______________________________________________________________________
 MR0728* NAD 83(1994) POSITION- 41 44 24.82981(N) 111 48 40.98682(W)   ADJUSTED
 MR0728* NAVD 88 ORTHO HEIGHT -  1458.    (meters)     4783.    (feet) SCALED
 MR0728  ______________________________________________________________________
 MR0728  GEOID HEIGHT    -        -15.438 (meters)                     GEOID18
 MR0728  LAPLACE CORR    -         12.76  (seconds)                    DEFLEC18
 MR0728  HORZ ORDER      -  SECOND
 MR0728
 MR0728.The horizontal coordinates were established by classical geodetic methods
 MR0728.and adjusted by the National Geodetic Survey in November 1997.
 MR0728
 MR0728.The orthometric height was scaled from a topographic map.
 MR0728
 MR0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0728.GEOID18 height accuracy estimate available here.
 MR0728
 MR0728.Click photographs - Photos may exist for this station.
 MR0728
 MR0728.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0728
 MR0728. The following values were computed from the NAD 83(1994) position.
 MR0728
 MR0728;                    North         East     Units Scale Factor Converg.
 MR0728;SPC UT N     - 1,156,287.089   474,097.067   MT  0.99999329   -0 12 19.1
 MR0728;SPC UT N     - 3,793,585.22  1,555,433.46   sFT  0.99999329   -0 12 19.1
 MR0728;UTM  12      - 4,621,253.033   432,530.140   MT  0.99965602   -0 32 24.7
 MR0728
 MR0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0728!SPC UT N     -   0.99977378  x   0.99999329  =   0.99976707
 MR0728!UTM  12      -   0.99977378  x   0.99965602  =   0.99942988
 MR0728
 MR0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM3253021253(NAD 83)
 MR0728
 MR0728                          SUPERSEDED SURVEY CONTROL
 MR0728
 MR0728  NAD 83(1993)-  41 44 24.82982(N)    111 48 40.98659(W) AD(       ) 2
 MR0728  NAD 83(1986)-  41 44 24.82043(N)    111 48 40.96864(W) AD(       ) 2
 MR0728  NAD 27      -  41 44 25.07220(N)    111 48 38.16630(W) AD(       ) 2
 MR0728
 MR0728.Superseded values are not recommended for survey control.
 MR0728
 MR0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0728.See file dsdata.pdf to determine how the superseded data were derived.
 MR0728
 MR0728_MARKER: DS = TRIANGULATION STATION DISK
 MR0728_SETTING: 0 = UNSPECIFIED SETTING
 MR0728
 MR0728  HISTORY     - Date     Condition        Report By
 MR0728  HISTORY     - 1963     MONUMENTED       CGS
 MR0728
 MR0728                          STATION DESCRIPTION
 MR0728
 MR0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MR0728'BENCH MARK ATE COLLEGE IS A STANDARD DISK, STAMPED ATE COLLEGE,
 MR0728'CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDE WALK 4 INCHES BELOW
 MR0728'THE SURFACE.  139 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 MR0728'OF THE LIBRARY, 20 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH
 MR0728'PAVED ROAD AND 34 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST
 MR0728'PAVED ROAD.
 MR0728'
 MR0728'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LOGAN, GO
 MR0728'NORTH ON HIGHWAY 91 AND 89 FOR 0.3 MILE TO THEIR JUNCTION.  TURN
 MR0728'RIGHT AND GO EAST ON U.S. HIGHWAY 89 FOR 1.3 MILES TO A DRIVEWAY
 MR0728'LEADING INTO THE COLLEGE GROUNDS AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0391 ***********************************************************************
 JN0391  DESIGNATION -  ATHENA
 JN0391  PID         -  JN0391
 JN0391  STATE/COUNTY-  UT/GRAND
 JN0391  COUNTRY     -  US
 JN0391  USGS QUAD   -  GREEN RIVER NE (2017)
 JN0391
 JN0391                         *CURRENT SURVEY CONTROL
 JN0391  ______________________________________________________________________
 JN0391* NAD 83(1994) POSITION- 38 58 02.99822(N) 110 05 40.42032(W)   ADJUSTED
 JN0391* NAVD 88 ORTHO HEIGHT -  1342.11  (+/-2cm)     4403.2   (feet) VERTCON3
 JN0391  ______________________________________________________________________
 JN0391  GEOID HEIGHT    -        -20.266 (meters)                     GEOID18
 JN0391  LAPLACE CORR    -          0.04  (seconds)                    DEFLEC18
 JN0391  HORZ ORDER      -  SECOND
 JN0391  VERT ORDER      -  THIRD ? (See Below)
 JN0391
 JN0391.The horizontal coordinates were established by classical geodetic methods
 JN0391.and adjusted by the National Geodetic Survey in November 1997.
 JN0391
 JN0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0391
 JN0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0391.GEOID18 height accuracy estimate available here.
 JN0391
 JN0391.The vertical order pertains to the NGVD 29 superseded value.
 JN0391
 JN0391.Click photographs - Photos may exist for this station.
 JN0391
 JN0391.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0391
 JN0391. The following values were computed from the NAD 83(1994) position.
 JN0391
 JN0391;                    North         East     Units Scale Factor Converg.
 JN0391;SPC UT C     - 2,071,363.119   621,800.297   MT  1.00001250   +0 54 01.1
 JN0391;SPC UT C     - 6,795,797.17  2,040,023.14   sFT  1.00001250   +0 54 01.1
 JN0391;UTM  12      - 4,313,559.770   578,440.079   MT  0.99967576   +0 34 10.0
 JN0391
 JN0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0391!SPC UT C     -   0.99979265  x   1.00001250  =   0.99980515
 JN0391!UTM  12      -   0.99979265  x   0.99967576  =   0.99946848
 JN0391
 JN0391:                Primary Azimuth Mark                     Grid Az
 JN0391:SPC UT C     -  GREEN RIVER UNION CARBIDE TANK           287 30 01.0
 JN0391:UTM  12      -  GREEN RIVER UNION CARBIDE TANK           287 49 52.1
 JN0391
 JN0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ7844013559(NAD 83)
 JN0391
 JN0391|---------------------------------------------------------------------|
 JN0391| PID    Reference Object                     Distance      Geod. Az  |
 JN0391|                                                           dddmmss.s |
 JN0391| CM6869 ATHENA RM 1                          12.357 METERS 06014     |
 JN0391| JN0388 GREEN RIVER US ARMY MET TOWER       APPROX. 3.2 KM 1512407.4 |
 JN0391| JN0400 GREEN RIV MTN STATES TT CO MST      APPROX. 6.7 KM 2834000.0 |
 JN0391| JN0401 GREEN RIVER UNION CARBIDE TANK      APPROX. 4.0 KM 2882402.1 |
 JN0391| JN0386 GREEN RIV WHITE SAND M RNG MST      APPROX. 1.6 KM 3154457.7 |
 JN0391| CM6870 ATHENA RM 2                          12.421 METERS 34543     |
 JN0391|---------------------------------------------------------------------|
 JN0391
 JN0391                          SUPERSEDED SURVEY CONTROL
 JN0391
 JN0391  NAD 83(1986)-  38 58 02.98629(N)    110 05 40.41463(W) AD(       ) 2
 JN0391  NAD 27      -  38 58 03.08748(N)    110 05 37.94568(W) AD(       ) 2
 JN0391  NGVD 29            1341.12   (m)         4400.0    (f) LEVELING    3  
 JN0391
 JN0391.Superseded values are not recommended for survey control.
 JN0391
 JN0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0391.See file dsdata.pdf to determine how the superseded data were derived.
 JN0391
 JN0391_MARKER: DD = SURVEY DISK
 JN0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0391
 JN0391  HISTORY     - Date     Condition        Report By
 JN0391  HISTORY     - 1963     MONUMENTED       WSMR
 JN0391  HISTORY     - 1966     GOOD             DI
 JN0391  HISTORY     - 1966     GOOD             CGS
 JN0391
 JN0391                          STATION DESCRIPTION
 JN0391
 JN0391'DESCRIBED BY US DEPARTMENT OF INTERIOR 1966 (JC)
 JN0391'THE STATION IS ABOUT 4-1/2 MILES EAST SOUTHEAST OF GREEN RIVER,
 JN0391'ON THE WHITE SANDS MISSILE RANGE, LOCATED ON THE SOUTH POINT
 JN0391'OF A BARE SANDY RIDGE.
 JN0391'
 JN0391'TO REACH THE STATION FROM THE POST OFFICE IN GREEN RIVER, GO
 JN0391'NORTH FOR 0.1 MILE ON BROADWAY TO THE INTERSECTION OF U.S.
 JN0391'HIGHWAYS 6 AND 50, TURN RIGHT AND GO EAST ON U.S. HIGHWAYS 6
 JN0391'AND 50 FOR 4.75 MILES TO A RAILROAD UNDERPASS, CONTINUE AHEAD FOR
 JN0391'0.25 MILE TO A GRAVELED ROAD ON THE RIGHT, TURN RIGHT AND GO
 JN0391'SOUTH FOR 1.1 MILES TO THE CREST OF THE RIDGE AND A DIM
 JN0391'CROSSROAD, TURN RIGHT AND GO WEST ON DIM TRACK ROAD FOR 0.85
 JN0391'MILE TO THE STATION ON THE SOUTH POINT OF THE RIDGE.
 JN0391'
 JN0391'THE STATION MARK WAS RE-INFORCED WITH CONCRETE AS REQUESTED
 JN0391'BY THE WHITE SANDS MISSILE RANGE.  IT IS A STANDARD WSMR STATION
 JN0391'MARK DISK STAMPED ATHENA 1963, SET IN THE TOP OF A ROUND
 JN0391'CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4 INCHES
 JN0391'ABOVE THE GROUND.  IT IS 30 FEET NORTH OF THE SOUTH POINT OF THE
 JN0391'RIDGE, 9 FEET EAST OF THE WEST EDGE, 9 FEET WEST OF THE EAST
 JN0391'EDGE AND 6 FEET NORTHEAST OF A WITNESS POST.
 JN0391'
 JN0391'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ATHENA (WSMR) NO
 JN0391'1 1963 1966, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 JN0391'IN DIAMETER, THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 8
 JN0391'FEET WEST OF THE EAST EDGE OF THE RIDGE AND ABOUT THE SAME
 JN0391'ELEVATION AS THE STATION.
 JN0391'
 JN0391'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ATHENA (WSMR) NO
 JN0391'2 1963 1966, SET IN THE TOP OF A ROUND CONCRETE POST, 12
 JN0391'INCHES IN DIAMETER, THAT PROJECTS 4 INCHES ABOVE THE GROUND.
 JN0391'IT IS 5 FEET EAST OF THE WEST EDGE OF THE RIDGE AND ABOUT 3
 JN0391'FEET LOWER IN ELEVATION THAN THE STATION.
 JN0391'
 JN0391'R.M. 1 TO R.M. 2 49.25 FT. 15.012 M.
 JN0391
 JN0391                          STATION RECOVERY (1966)
 JN0391
 JN0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JN0391'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 JN0391'WERE RECOVERED.
 JN0391'
 JN0391'A NEW, TO-REACH DESCRIPTION FOLLOWS--
 JN0391'
 JN0391'THE STATION IS LOCATED ON THE SOUTH END OF A BARE SANDY RIDGE IN AN
 JN0391'AREA UNDER THE CONTROL OF THE WHITE SANDS MISSILE RANGE.  IT IS
 JN0391'ABOUT 1.4 MILES SOUTH OF U.S. ROUTE 6 AND 50 AND ABOUT 4.5
 JN0391'EAST-SOUTHEAST OF GREEN RIVER.
 JN0391'
 JN0391'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 6 AND 50
 JN0391'AND THE ENTRANCE ROAD INTO THE MISSILE RANGE COMPLEX WHICH IS
 JN0391'LOCATED ABOUT 3 MILES EAST OF GREEN RIVER GO SOUTH ON THE ENTRANCE
 JN0391'ROAD, CROSSING RAILROAD TRACKS AND PASSING THROUGH A CYCLONE FENCE
 JN0391'GATE FOR 0.6 MILE TO A GUARD HOUSE AT RANGE OPERATIONS.  FROM
 JN0391'THIS GUARD HOUSE GO EAST ON BLACK TOP ROAD FOR 0.6 MILE TO THE
 JN0391'FREQUENCY SURVEILLANCE STATION (BLDG. NO. S50331).  FROM
 JN0391'HERE CONTINUE EAST ON A DIRT ROAD FOR 0.8 MILE TO THE SOUTH
 JN0391'EDGE OF RIDGE AND SITE OF STATION.
 JN0391'
 JN0391'STATION MARK--A WHITE SANDS GEODETIC CONTROL BRASS DISK
 JN0391'STAMPED--ATHENA 1963 SET IN A ROUND CONCRETE POST, 12 INCHES IN
 JN0391'DIAMETER, THAT PROJECTS ABOUT 9 INCHES ABOVE GROUND.
 JN0391'
 JN0391'REFERENCE MARK NO. 1--A STANDARD USC AND GS DISK STAMPED--ATHENA
 JN0391'WSMR NO 1 1963 1966 SET IN A ROUND CONCRETE POST, 12 INCHES IN
 JN0391'DIAMETER, THAT PROJECTS 4 INCHES ABOVE GROUND.  IT IS 12.357 METERS
 JN0391'NORTHEAST OF THE STATION.
 JN0391'
 JN0391'REFERENCE MARK NO. 2--A STANDARD USC AND GS DISK STAMPED--ATHENA
 JN0391'WSMR NO 2 1963 1966 SET IN A ROUND CONCRETE POST, 12 INCHES IN
 JN0391'DIAMETER, THAT PROJECTS 5 INCHES ABOVE GROUND.  IT IS 12.421 METERS
 JN0391'NORTH-NORTHWEST OF THE STATION.
 JN0391'
 JN0391'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 49.25 FT. OR 15.012 METERS.
 JN0391'
 JN0391'NOTE--VISITATIONS TO THE STATION WILL REQUIRE THE PERMISSION OF THE
 JN0391'DIRECTOR, RANGE OPERATIONS, WHITE SANDS MISSILE RANGE, NEW
 JN0391'MEXICO 88002.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0768 ***********************************************************************
 LQ0768  DESIGNATION -  AWOS MKR NORTH
 LQ0768  PID         -  LQ0768
 LQ0768  STATE/COUNTY-  UT/TOOELE
 LQ0768  COUNTRY     -  US
 LQ0768  USGS QUAD   -  WENDOVER (2017)
 LQ0768
 LQ0768                         *CURRENT SURVEY CONTROL
 LQ0768  ______________________________________________________________________
 LQ0768* NAD 83(1994) POSITION- 40 43 13.72576(N) 114 01 56.40060(W)   ADJUSTED
 LQ0768* NAD 83(1994) ELLIP HT-  1270.128 (meters)        (11/04/97)   ADJUSTED
 LQ0768* NAVD 88 ORTHO HEIGHT -  1288.4   (meters)     4227.    (feet) VERTCON3
 LQ0768  ______________________________________________________________________
 LQ0768  GEOID HEIGHT    -        -18.187 (meters)                     GEOID18
 LQ0768  NAD 83(1994) X  - -1,971,858.225 (meters)                     COMP
 LQ0768  NAD 83(1994) Y  - -4,422,148.255 (meters)                     COMP
 LQ0768  NAD 83(1994) Z  -  4,139,775.194 (meters)                     COMP
 LQ0768  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC18
 LQ0768  HORZ ORDER      -  THIRD
 LQ0768  ELLP ORDER      -  FOURTH    CLASS I
 LQ0768
 LQ0768.This mark is at Wendover Airport (ENV)
 LQ0768
 LQ0768.The horizontal coordinates were established by GPS observations
 LQ0768.and adjusted by the National Geodetic Survey in November 1997.
 LQ0768
 LQ0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0768
 LQ0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0768.GEOID18 height accuracy estimate available here.
 LQ0768
 LQ0768.Click photographs - Photos may exist for this station.
 LQ0768
 LQ0768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LQ0768
 LQ0768.The Laplace correction was computed from DEFLEC18 derived deflections.
 LQ0768
 LQ0768.The ellipsoidal height was determined by GPS observations
 LQ0768.and is referenced to NAD 83.
 LQ0768
 LQ0768. The following values were computed from the NAD 83(1994) position.
 LQ0768
 LQ0768;                    North         East     Units Scale Factor Converg.
 LQ0768;SPC UT C     - 2,268,058.906   286,068.775   MT  1.00001830   -1 37 19.8
 LQ0768;SPC UT C     - 7,441,123.26    938,543.97   sFT  1.00001830   -1 37 19.8
 LQ0768;UTM  11      - 4,511,965.197   750,653.606   MT  1.00037339   +1 56 13.3
 LQ0768;UTM  12      - 4,512,151.961   243,883.763   MT  1.00040747   -1 58 45.4
 LQ0768
 LQ0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0768!SPC UT C     -   0.99980080  x   1.00001830  =   0.99981910
 LQ0768!UTM  11      -   0.99980080  x   1.00037339  =   1.00017412
 LQ0768!UTM  12      -   0.99980080  x   1.00040747  =   1.00020819
 LQ0768
 LQ0768:                Primary Azimuth Mark                     Grid Az
 LQ0768:SPC UT C     -  FAA ENV A                                341 53 49.7
 LQ0768:UTM  11      -  FAA ENV A                                338 20 16.6
 LQ0768:UTM  12      -  FAA ENV A                                342 15 15.3
 LQ0768
 LQ0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF5065311965(NAD 83)
 LQ0768
 LQ0768|---------------------------------------------------------------------|
 LQ0768| PID    Reference Object                     Distance      Geod. Az  |
 LQ0768|                                                           dddmmss.s |
 LQ0768| LQ0769 FAA ENV A                           APPROX. 0.5 KM 3401629.9 |
 LQ0768|---------------------------------------------------------------------|
 LQ0768
 LQ0768                          SUPERSEDED SURVEY CONTROL
 LQ0768
 LQ0768  NAD 83(1986)-  40 43 13.71871(N)    114 01 56.39785(W) AD(       ) 3
 LQ0768  NGVD 29 (10/05/92) 1287.4    (m)  GEOID90  model used  GPS OBS        
 LQ0768
 LQ0768.Superseded values are not recommended for survey control.
 LQ0768
 LQ0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0768.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0768
 LQ0768_MARKER: DD = SURVEY DISK
 LQ0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0768_STAMPING: AWOS MKR NORTH 4223.25
 LQ0768_MARK LOGO: NGS
 LQ0768_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LQ0768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0768+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1992
 LQ0768
 LQ0768  HISTORY     - Date     Condition        Report By
 LQ0768  HISTORY     - 1992     MONUMENTED       NGS
 LQ0768  HISTORY     - 19920628 GOOD             NGS
 LQ0768  HISTORY     - 19951030 GOOD             NGS
 LQ0768
 LQ0768                          STATION DESCRIPTION
 LQ0768
 LQ0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LQ0768'STATION IS LOCATED AT THE WENDOVER AIRPORT, ALONG THE SOUTH EDGE OF A
 LQ0768'LARGE CONCRETE APRON AREA, AT A GRAVEL ROAD LEADING SOUTH TO THE
 LQ0768'TETRAHEDRON AND A WEATHER BUREAU ANEMOMETER MAST.  OWNERSHIP--CITY OF
 LQ0768'WENDOVER.  FIXED-BASE OFFICER (FBO) IS CHRIS MELVILLE, ICARUS
 LQ0768'AVIATION, INC, WENDOVER MUNICIPAL AIRPORT, P.O. BOX 280, WENDOVER, UT
 LQ0768'84063.  PHONE IS 801-665-2331. (FBO MUST BE CONTACTED BEFORE GOING ON
 LQ0768'THE FIELD.  OFFICE IS IN TERMINAL BUILDING).
 LQ0768'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND U.S. HIGHWAY
 LQ0768'93 IN WEST WENDOVER, NEVADA, GO EAST ON HIGHWAY 80 BUSINESS FOR 0.90
 LQ0768'KM (0.56 MI) TO AN OVERHEAD WALKWAY BETWEEN CASINOS (STATE LINE).
 LQ0768'CONTINUE AHEAD FOR 0.26 KM (0.16 MI) TO A PAVED ROAD RIGHT.  TURN
 LQ0768'RIGHT, SOUTH, ON FIRST STREET FOR 0.89 KM (0.55 MI) TO ROAD CURVE
 LQ0768'LEFT AT AIRPORT FENCE.  BEAR LEFT, EAST, THROUGH OPEN AREA FOR 0.22
 LQ0768'KM (0.14 MI) TO A GATE ON THE RIGHT ON THE EAST SIDE OF THE TERMINAL
 LQ0768'BUILDING.  PASS THROUGH GATE, SOUTH, ACROSS APRON FOR  0.24 KM
 LQ0768'(0.15 MI) TO SOUTH EDGE OF APRON.  TURN LEFT, SOUTHEAST, ALONG APRON
 LQ0768'EDGE FOR 0.26 KM (0.16 MI) TO A GRAVEL ROAD RIGHT AT STATION FAA ENV
 LQ0768'A. TURN RIGHT, SOUTH, ON ROAD FOR 0.55 KM (0.34 MI) TO A THREE-WAY
 LQ0768'FORK.  BEAR LEFT, SOUTHEAST, ON ROAD FOR 40 M (131.2 FT) TO THE
 LQ0768'ANEMOMETER MAST AND THE STATION ON THE LEFT.
 LQ0768'STATION MARK IS A SMALL DISK IN THE TOP OF A 30-CM ROUND CONCRETE POST
 LQ0768'PROJECTING 10 CM ABOVE THE GROUND.  IT IS 55.7 M (182.7 FT) EAST FROM
 LQ0768'THE GRAVEL ROAD CENTER, 30.5 M (100.1 FT) NORTH FROM THE ANEMOMETER
 LQ0768'ANTENNA, 80.2 M (263.1 FT) SOUTH-SOUTHEAST FROM THE TETRAHEDRON AND
 LQ0768'25.5 M (83.7 FT) NORTH-NORTHWEST FROM A STEEL POST AT THE NORTH
 LQ0768'CORNER OF POWER UNIT 25/3654.
 LQ0768
 LQ0768                          STATION RECOVERY (1995)
 LQ0768
 LQ0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (NGS)
 LQ0768'THE STATION IS LOCATED ABOUT MIDFIELD N OF THE INTERSECTION OF RUNWAYS
 LQ0768'3-12/12-30 AND NORTH OF THE ANEMOMETER.  182.7 FT (55.7 M) EAST OF THE
 LQ0768'CENTER OF THE MIDFIELD SERVICE ROAD.  100.1 FT (30.5 M) NORTH OF THE
 LQ0768'ANEMOMETER.  263.0 SSE OF THE ABANDONED BASE OF THE OLD TETRAHEDRON.
 LQ0768'THE STATION IS STAMPED AWOS MKR NORTH A PUNCH MARK IN THE HEAD OF THE
 LQ0768'R IN MKR WAS POSITIONED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DK9771 ***********************************************************************
 DK9771  HT_MOD      -  This is a Height Modernization Survey Station.
 DK9771  DESIGNATION -  AZ UT BORDER SE CC S34 T43S R10W
 DK9771  PID         -  DK9771
 DK9771  STATE/COUNTY-  UT/WASHINGTON
 DK9771  COUNTRY     -  US
 DK9771  USGS QUAD   -  HILDALE (2017)
 DK9771
 DK9771                         *CURRENT SURVEY CONTROL
 DK9771  ______________________________________________________________________
 DK9771* NAD 83(2011) POSITION- 37 00 00.80889(N) 112 57 44.00205(W)   ADJUSTED
 DK9771* NAD 83(2011) ELLIP HT-  1511.522 (meters)        (06/27/12)   ADJUSTED
 DK9771* NAD 83(2011) EPOCH   -  2010.00
 DK9771* NAVD 88 ORTHO HEIGHT -  1534.21  (meters)     5033.5   (feet) GPS OBS
 DK9771  ______________________________________________________________________
 DK9771  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DK9771  GEOID HEIGHT    -        -22.676 (meters)                     GEOID09
 DK9771  GEOID HEIGHT    -        -22.654 (meters)                     GEOID18
 DK9771  NAD 83(2011) X  - -1,990,095.416 (meters)                     COMP
 DK9771  NAD 83(2011) Y  - -4,696,978.956 (meters)                     COMP
 DK9771  NAD 83(2011) Z  -  3,818,322.736 (meters)                     COMP
 DK9771  LAPLACE CORR    -          6.78  (seconds)                    DEFLEC18
 DK9771
 DK9771  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK9771  Standards:
 DK9771         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK9771            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK9771  -------------------------------------------------------------------
 DK9771  NETWORK    0.87   2.31           0.39   0.31   1.18      0.14873536
 DK9771  -------------------------------------------------------------------
 DK9771  Click here for local accuracies and other accuracy information.
 DK9771
 DK9771.The horizontal coordinates were established by GPS observations
 DK9771.and adjusted by the National Geodetic Survey in June 2012.
 DK9771
 DK9771.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK9771.been affixed to the stable North American tectonic plate. See 
 DK9771.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK9771
 DK9771.The horizontal coordinates are valid at the epoch date displayed above
 DK9771.which is a decimal equivalence of Year/Month/Day.
 DK9771
 DK9771.The orthometric height was determined by GPS observations and a
 DK9771.high-resolution geoid model using precise GPS observation and
 DK9771.processing techniques.
 DK9771
 DK9771.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK9771.GEOID18 height accuracy estimate available here.
 DK9771
 DK9771.Click photographs - Photos may exist for this station.
 DK9771
 DK9771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK9771
 DK9771.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK9771
 DK9771.The ellipsoidal height was determined by GPS observations
 DK9771.and is referenced to NAD 83.
 DK9771
 DK9771. The following values were computed from the NAD 83(2011) position.
 DK9771
 DK9771;                    North         East     Units Scale Factor Converg.
 DK9771;SPC UT S     - 3,038,037.326   369,845.045   MT  1.00004416   -0 53 45.2
 DK9771;SPC UT S     - 9,967,294.13  1,213,399.95   sFT  1.00004416   -0 53 45.2
 DK9771;UTM  12      - 4,096,697.005   325,400.151   MT  0.99997556   -1 10 52.3
 DK9771
 DK9771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK9771!SPC UT S     -   0.99976285  x   1.00004416  =   0.99980700
 DK9771!UTM  12      -   0.99976285  x   0.99997556  =   0.99973842
 DK9771
 DK9771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF2540096697(NAD 83)
 DK9771
 DK9771                          SUPERSEDED SURVEY CONTROL
 DK9771
 DK9771  NAD 83(2007)-  37 00 00.80830(N)    112 57 44.00228(W) AD(2002.00) A
 DK9771  ELLIP H (02/17/09) 1511.529  (m)                       GP(2007.00) 4 1
 DK9771  NAVD 88 (02/17/09) 1534.14   (m)  GEOID03  model used  GPS OBS        
 DK9771
 DK9771.Superseded values are not recommended for survey control.
 DK9771
 DK9771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK9771.See file dsdata.pdf to determine how the superseded data were derived.
 DK9771
 DK9771_MARKER: DU = BOUNDARY MARKER
 DK9771_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK9771+WITH SETTING: INTO GROUND
 DK9771_STAMPING: T43S R10W CC S34 S25 T42N R6W 1994
 DK9771_MARK LOGO: BLM
 DK9771_PROJECTION: FLUSH
 DK9771_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK9771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK9771+STABILITY: SURFACE MOTION
 DK9771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9771+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2008
 DK9771_ROD/PIPE-DEPTH: 0.8 meters
 DK9771
 DK9771  HISTORY     - Date     Condition        Report By
 DK9771  HISTORY     - 20080909 MONUMENTED       GEOANA
 DK9771
 DK9771                          STATION DESCRIPTION
 DK9771
 DK9771'DESCRIBED BY GEODETIC ANALYSIS LLC 2008
 DK9771'THE STATION IS LOCATED ABOUT 12.9 MI (20.8 KM) WEST-NORTHWEST OF
 DK9771'MOCCASIN, 1.0 MI (1.6 KM) NORTHEAST OF COLORADO CITY AND 0.3 MI (0.5
 DK9771'KM) SOUTHEAST OF HILDALE.  IT IS LOCATED ON THE STATE LINE BETWEEN
 DK9771'UTAH AND ARIZONA.
 DK9771'
 DK9771'OWNERSHIP--BUREAU OF LAND MANAGEMENT, ARIZONA STATE OFFICE, ARIZONA
 DK9771'STRIP DISTRICT, 345 EAST RIVERSIDE DRIVE, SAINT GEORGE, UTAH, 84790,
 DK9771'PHONE 435-688-3528.  LAND ON THE UTAH SIDE OF THE STATE LINE IS
 DK9771'PRIVATELY OWNED, AND LAND ON THE ARIZONA SIDE IS OWNED BY THE FEDERAL
 DK9771'GOVERNMENT.
 DK9771'
 DK9771'TO REACH FROM THE INTERSECTION OF HIGHWAY 389 AND ARIZONA AVENUE, GO
 DK9771'EAST ON ARIZONA AVENUE 1.3 MI (2.1 KM) TO CENTRAL, GO RIGHT (SOUTH) ON
 DK9771'CENTRAL 0.2 MI (0.3 KM) TO ACADEMY, GO EAST (LEFT) ON ACADEMY 0.7 MI
 DK9771'(1.1 KM) TURN LEFT ON DIRT ROAD PASSING RADIO STATION ON LEFT AND
 DK9771'WATER RESERVOIR ON RIGHT AND CONTINUE 0.7 MI (1.1 KM) TO FENCE LINE,
 DK9771'TURN LEFT ON TO DIRT TRAIL AND GO APPROXIMATELY 600 FT (200 M) TO
 DK9771'STATION ON RIGHT, LOCATED BETWEEN EDGE OF DIRT TRAIL AND BARBED WIRE
 DK9771'FENCE.
 DK9771'
 DK9771'THE STATION IS A 3.35 INCH (9 CM) ALUMINUM DISK FLUSH WITH THE GROUND.
 DK9771'THE STATION IS 28 INCHES (71 CM) SOUTH OF THE FENCE AND APPROXIMATELY
 DK9771'1200 FT (350 M) NORTH OF CITY WATER RESERVOIR.  DESCRIBED BY DAVE
 DK9771'ADAMS (MOHAVE COUNTY).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0916 ***********************************************************************
 HN0916  DESIGNATION -  AZTEC
 HN0916  PID         -  HN0916
 HN0916  STATE/COUNTY-  UT/SAN JUAN
 HN0916  COUNTRY     -  US
 HN0916  USGS QUAD   -  RAINBOW BRIDGE (2017)
 HN0916
 HN0916                         *CURRENT SURVEY CONTROL
 HN0916  ______________________________________________________________________
 HN0916* NAD 83(1994) POSITION- 37 01 40.25326(N) 110 56 59.90331(W)   ADJUSTED
 HN0916* NAVD 88 ORTHO HEIGHT -  1998.1   (meters)     6555.    (feet) VERTCON3
 HN0916  ______________________________________________________________________
 HN0916  GEOID HEIGHT    -        -22.399 (meters)                     GEOID18
 HN0916  LAPLACE CORR    -          9.33  (seconds)                    DEFLEC18
 HN0916  HORZ ORDER      -  SECOND
 HN0916
 HN0916.The horizontal coordinates were established by classical geodetic methods
 HN0916.and adjusted by the National Geodetic Survey in November 1997.
 HN0916
 HN0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0916
 HN0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0916.GEOID18 height accuracy estimate available here.
 HN0916
 HN0916.Click photographs - Photos may exist for this station.
 HN0916
 HN0916.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0916
 HN0916. The following values were computed from the NAD 83(1994) position.
 HN0916
 HN0916;                    North         East     Units Scale Factor Converg.
 HN0916;SPC UT S     - 3,040,229.392   548,942.514   MT  1.00003774   +0 20 13.2
 HN0916;SPC UT S     - 9,974,485.93  1,800,988.90   sFT  1.00003774   +0 20 13.2
 HN0916;SPC UT S     - 9,974,485.93  1,800,988.90   sFT  1.00003774   +0 20 13.2
 HN0916;SPC AZ C     -   668,997.276   299,368.146   MT  0.99999110   +0 34 55.9
 HN0916;SPC AZ C     - 2,194,872.95    982,178.96   iFT  0.99999110   +0 34 55.9
 HN0916;SPC UT S     - 3,040,229.392   548,942.514   MT  1.00003774   +0 20 13.2
 HN0916;UTM  12      - 4,097,962.831   504,449.569   MT  0.99960024   +0 01 48.5
 HN0916
 HN0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0916!SPC UT S     -   0.99969004  x   1.00003774  =   0.99972777
 HN0916!SPC AZ C     -   0.99969004  x   0.99999110  =   0.99968114
 HN0916!SPC UT S     -   0.99969004  x   1.00003774  =   0.99972777
 HN0916!UTM  12      -   0.99969004  x   0.99960024  =   0.99929041
 HN0916
 HN0916:                Primary Azimuth Mark                     Grid Az
 HN0916:SPC UT S     -  DOME                                     103 22 39.8
 HN0916:SPC AZ C     -  DOME                                     103 07 57.1
 HN0916:SPC UT S     -  DOME                                     103 22 39.8
 HN0916:UTM  12      -  DOME                                     103 41 04.5
 HN0916
 HN0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF0444997962(NAD 83)
 HN0916
 HN0916|---------------------------------------------------------------------|
 HN0916| PID    Reference Object                     Distance      Geod. Az  |
 HN0916|                                                           dddmmss.s |
 HN0916| CM6871 AZTEC RM 1                            7.317 METERS 09356     |
 HN0916| HN0917 DOME                                APPROX. 1.3 KM 1034253.0 |
 HN0916| CM6872 AZTEC RM 2                            9.944 METERS 26624     |
 HN0916|---------------------------------------------------------------------|
 HN0916
 HN0916                          SUPERSEDED SURVEY CONTROL
 HN0916
 HN0916  NAD 83(1992)-  37 01 40.25126(N)    110 56 59.90428(W) AD(       ) 2
 HN0916  NAD 83(1986)-  37 01 40.24906(N)    110 56 59.90276(W) AD(       ) 2
 HN0916  NAD 27      -  37 01 40.26698(N)    110 56 57.37767(W) AD(       ) 2
 HN0916  NGVD 29 (07/19/86) 1997.0    (m)         6552.     (f) VERT ANG       
 HN0916
 HN0916.Superseded values are not recommended for survey control.
 HN0916
 HN0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0916.See file dsdata.pdf to determine how the superseded data were derived.
 HN0916
 HN0916_MARKER: DS = TRIANGULATION STATION DISK
 HN0916_SETTING: 66 = SET IN ROCK OUTCROP
 HN0916_STAMPING: AZTEC 1963
 HN0916_MARK LOGO: CGS
 HN0916_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0916+STABILITY: POSITION/ELEVATION WELL
 HN0916
 HN0916  HISTORY     - Date     Condition        Report By
 HN0916  HISTORY     - 1963     MONUMENTED       CGS
 HN0916
 HN0916                          STATION DESCRIPTION
 HN0916
 HN0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0916'THE STATION IS ABOUT 29-1/2 MILES EAST-NORTHEAST OF PAGE,
 HN0916'ARIZONA, 1-1/4 MILES NORTH OF THE ARIZONA-UTAH STATE LINE,
 HN0916'3-3/4 MILES SOUTH-SOUTHEAST OF THE RAINBOW BRIDGE NATIONAL
 HN0916'MONUMENT, AND ON A ROCKY, PROMINENT RIDGE ABOUT 4 MILES
 HN0916'WEST-SOUTHWEST OF NAVAJO MOUNTAIN.
 HN0916'
 HN0916'TO REACH BY HELICOPTER FROM THE PAGE AIRPORT IN PAGE, ARIZONA,
 HN0916'FLY EAST-NORTHEAST ON A TRUE COURSE OF 75 DEGREES FOR ABOUT
 HN0916'29-1/2 MILES TO A LANDING POINT ON THE EAST SIDE OF RIDGE.
 HN0916'FROM THIS POINT PACK WESTERLY UP ROCKY RIDGE FOR ABOUT 0.15
 HN0916'MILE TO THE TOP AND THE STATION.
 HN0916'
 HN0916'STATION MARK IS A STANDARD DISK STAMPED AZTEC 1963, SET FLUSH
 HN0916'IN A DRILL HOLE IN OUTCROPPING BEDROCK, 12 FEET SOUTH OF THE
 HN0916'NORTH EDGE OF THE BEDROCK AND 4 FEET NORTH OF THE SOUTH
 HN0916'EDGE OF THE BEDROCK.
 HN0916'
 HN0916'REFERENCE MARK 1 IS A STANDARD DISK STAMPED AZTEC NO 1 1963,
 HN0916'SET FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK, 4 FEET NORTH
 HN0916'OF THE SOUTH EDGE OF BEDROCK AND 1 FOOT SOUTH OF THE NORTH EDGE
 HN0916'OF THE BEDROCK.
 HN0916'
 HN0916'REFERENCE MARK 2 IS A STANDARD DISK STAMPED AZTEC NO 2 1963,
 HN0916'SET FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 4 FEET
 HN0916'LOWER THAN THE STATION, 15 FEET SOUTH OF THE NORTH EDGE OF THE
 HN0916'BEDROCK AND 7 FEET NORTH OF THE SOUTH EDGE OF BEDROCK.
 HN0916'
 HN0916'DOME (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED
 HN0916'DOME 1953, SET FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK ON
 HN0916'THE HIGHEST POINT OF THE RIDGE AND NEAR ITS SOUTHEAST END.
 HN0916'THE MARK WAS USED FOR AN AZIMUTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0606 ***********************************************************************
 MR0606  DESIGNATION -  B
 MR0606  PID         -  MR0606
 MR0606  STATE/COUNTY-  UT/WEBER
 MR0606  COUNTRY     -  US
 MR0606  USGS QUAD   -  OGDEN (2017)
 MR0606
 MR0606                         *CURRENT SURVEY CONTROL
 MR0606  ______________________________________________________________________
 MR0606* NAD 83(1986) POSITION- 41 13 23.     (N) 111 58 45.     (W)   SCALED
 MR0606* NAVD 88 ORTHO HEIGHT -  1311.391 (meters)     4302.46  (feet) POSTED
 MR0606  ______________________________________________________________________
 MR0606  GEOID HEIGHT    -        -16.698 (meters)                     GEOID18
 MR0606  DYNAMIC HEIGHT  -       1310.39  (meters)     4299.2   (feet) COMP
 MR0606  MODELED GRAVITY -    979,818.0   (mgal)                       NAVD 88
 MR0606
 MR0606  VERT ORDER      -  * POSTED, SEE BELOW
 MR0606
 MR0606.The horizontal coordinates were scaled from a map and have
 MR0606.an estimated accuracy of +/- 6 seconds.
 MR0606
 MR0606.The orthometric height was determined by differential leveling
 MR0606.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MR0606
 MR0606.* This is a POSTED BENCH MARK height.
 MR0606
 MR0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0606.GEOID18 height accuracy estimate available here.
 MR0606
 MR0606.Click photographs - Photos may exist for this station.
 MR0606
 MR0606.The dynamic height is computed by dividing the NAVD 88
 MR0606.geopotential number by the normal gravity value computed on the
 MR0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0606.degrees latitude (g = 980.6199 gals.).
 MR0606
 MR0606.The modeled gravity was interpolated from observed gravity values.
 MR0606
 MR0606;                    North         East    Units  Estimated Accuracy
 MR0606;SPC UT N     - 1,098,910.      459,820.      MT  (+/- 180 meters Scaled)
 MR0606
 MR0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL179639(NAD 83)
 MR0606
 MR0606                          SUPERSEDED SURVEY CONTROL
 MR0606
 MR0606.No superseded survey control is available for this station.
 MR0606
 MR0606_MARKER: Z = SEE DESCRIPTION
 MR0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0606
 MR0606  HISTORY     - Date     Condition        Report By
 MR0606  HISTORY     - 1903     MONUMENTED       CGS
 MR0606  HISTORY     - 19030502 GOOD             CGS
 MR0606
 MR0606                          STATION DESCRIPTION
 MR0606
 MR0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (RLL)
 MR0606'THE STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) NORTH-NORTHEAST OF ROY,
 MR0606'4.9 MI (7.8 KM) NORTHEAST OF ROY PARK ADDITION SUBDIVISION AND IN THE
 MR0606'TOWN OF OGDEN, UT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0193 ***********************************************************************
 MS0193  DESIGNATION -  B 10
 MS0193  PID         -  MS0193
 MS0193  STATE/COUNTY-  UT/BOX ELDER
 MS0193  COUNTRY     -  US
 MS0193  USGS QUAD   -  ROZEL (2017)
 MS0193
 MS0193                         *CURRENT SURVEY CONTROL
 MS0193  ______________________________________________________________________
 MS0193* NAD 83(1986) POSITION- 41 35 16.3    (N) 112 38 55.1    (W)   HD_HELD2
 MS0193* NAVD 88 ORTHO HEIGHT -  1401.088 (meters)     4596.74  (feet) ADJUSTED
 MS0193  ______________________________________________________________________
 MS0193  GEOID HEIGHT    -        -15.858 (meters)                     GEOID18
 MS0193  DYNAMIC HEIGHT  -       1400.128 (meters)     4593.59  (feet) COMP
 MS0193  MODELED GRAVITY -    979,888.8   (mgal)                       NAVD 88
 MS0193
 MS0193  VERT ORDER      -  FIRST     CLASS II
 MS0193
 MS0193.The horizontal coordinates were established by autonomous hand held GPS
 MS0193.observations and have an estimated accuracy of +/- 10 meters.
 MS0193
 MS0193.The orthometric height was determined by differential leveling and
 MS0193.adjusted by the NATIONAL GEODETIC SURVEY
 MS0193.in June 1991.
 MS0193
 MS0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0193.GEOID18 height accuracy estimate available here.
 MS0193
 MS0193.Click photographs - Photos may exist for this station.
 MS0193
 MS0193.The dynamic height is computed by dividing the NAVD 88
 MS0193.geopotential number by the normal gravity value computed on the
 MS0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0193.degrees latitude (g = 980.6199 gals.).
 MS0193
 MS0193.The modeled gravity was interpolated from observed gravity values.
 MS0193
 MS0193;                    North         East    Units  Estimated Accuracy
 MS0193;SPC UT N     - 1,139,951.      404,228.      MT  (+/- 10 meters HH2 GPS)
 MS0193
 MS0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM6258305331(NAD 83)
 MS0193
 MS0193                          SUPERSEDED SURVEY CONTROL
 MS0193
 MS0193  NGVD 29 (??/??/92) 1400.090  (m)         4593.46   (f) ADJ UNCH    1 2
 MS0193
 MS0193.Superseded values are not recommended for survey control.
 MS0193
 MS0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0193.See file dsdata.pdf to determine how the superseded data were derived.
 MS0193
 MS0193_MARKER: H = DRILL HOLE
 MS0193_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MS0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0193
 MS0193  HISTORY     - Date     Condition        Report By
 MS0193  HISTORY     - 1911     MONUMENTED       CGS
 MS0193  HISTORY     - 1953     GOOD             CGS
 MS0193
 MS0193                          STATION DESCRIPTION
 MS0193
 MS0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0193'7.7 MI W FROM PROMONTORY.
 MS0193'3.1 MILES SOUTHWEST ALONG A COUNTY GRAVELED ROAD FROM THE GOLDEN SPIKE
 MS0193'MONUMENT AT PROMONTORY, THENCE 4.6 MILES WEST ALONG A GRAVELED ROAD ON
 MS0193'THE ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED.  0.1 MILE (4-1/4
 MS0193'POLES) SOUTHEAST OF MILEPOLE 765, 0.1 MILE NORTHWEST OF A RED CONCRETE
 MS0193'BLOCK RANCHHOUSE, 330 FEET SOUTHEAST OF THE CENTER OF THE Y JUNCTION
 MS0193'OF A GRAVELED ROAD WHICH PARALLELS THE OLD RAILROAD BED, 196.0 FEET
 MS0193'SOUTHEAST OF AND ACROSS THE OLD RAILROAD BED FROM THE SOUTH CORNER OF
 MS0193'THE SOUTHEAST ONE OF A GROUP OF CONCRETE BLOCKS (FORMER FOUNDATION OF
 MS0193'THE RAILROAD WATER TANK), 103 FEET SOUTH OF AND ACROSS THE OLD
 MS0193'RAILROAD BED FROM A TELEPHONE POLE MARKED BY THE WHITE PAINTED LETTERS
 MS0193'BM, 73 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD PARALLELING
 MS0193'THE OLD RAILROAD BED, 48 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 MS0193'ROAD ON THE OLD RAILROAD BED, ABOUT 1 FOOT LOWER THAN THE OLD RAILROAD
 MS0193'BED, 2 FEET NORTHEAST OF A WITNESS POST, AND FLANKED BY THE CHISELED
 MS0193'LETTERS USBM IN THE TOP OF A SANDSTONE POST PROJECTING 0.2 FOOT ABOVE
 MS0193'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0191 ***********************************************************************
 HM0191  DESIGNATION -  B 100
 HM0191  PID         -  HM0191
 HM0191  STATE/COUNTY-  UT/SAN JUAN
 HM0191  COUNTRY     -  US
 HM0191  USGS QUAD   -  BLACK MESA BUTTE (2017)
 HM0191
 HM0191                         *CURRENT SURVEY CONTROL
 HM0191  ______________________________________________________________________
 HM0191* NAD 83(1986) POSITION- 37 34 34.4    (N) 109 31 48.4    (W)   HD_HELD2
 HM0191* NAVD 88 ORTHO HEIGHT -  1761.424 (meters)     5778.94  (feet) ADJUSTED
 HM0191  ______________________________________________________________________
 HM0191  GEOID HEIGHT    -        -20.030 (meters)                     GEOID18
 HM0191  DYNAMIC HEIGHT  -       1759.359 (meters)     5772.16  (feet) COMP
 HM0191  MODELED GRAVITY -    979,395.7   (mgal)                       NAVD 88
 HM0191
 HM0191  VERT ORDER      -  FIRST     CLASS II
 HM0191
 HM0191.The horizontal coordinates were established by autonomous hand held GPS
 HM0191.observations and have an estimated accuracy of +/- 10 meters.
 HM0191
 HM0191.The orthometric height was determined by differential leveling and
 HM0191.adjusted by the NATIONAL GEODETIC SURVEY
 HM0191.in June 1991.
 HM0191
 HM0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0191.GEOID18 height accuracy estimate available here.
 HM0191
 HM0191.Click photographs - Photos may exist for this station.
 HM0191
 HM0191.The dynamic height is computed by dividing the NAVD 88
 HM0191.geopotential number by the normal gravity value computed on the
 HM0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0191.degrees latitude (g = 980.6199 gals.).
 HM0191
 HM0191.The modeled gravity was interpolated from observed gravity values.
 HM0191
 HM0191;                    North         East    Units  Estimated Accuracy
 HM0191;SPC UT S     - 3,102,778.      673,991.      MT  (+/- 10 meters HH2 GPS)
 HM0191
 HM0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG2979559813(NAD 83)
 HM0191
 HM0191                          SUPERSEDED SURVEY CONTROL
 HM0191
 HM0191  NGVD 29 (??/??/92) 1760.358  (m)         5775.44   (f) ADJ UNCH    1 2
 HM0191
 HM0191.Superseded values are not recommended for survey control.
 HM0191
 HM0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0191.See file dsdata.pdf to determine how the superseded data were derived.
 HM0191
 HM0191_MARKER: DB = BENCH MARK DISK
 HM0191_SETTING: 66 = SET IN ROCK OUTCROP
 HM0191_STAMPING: B 100 1958
 HM0191_MARK LOGO: CGS
 HM0191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0191+STABILITY: POSITION/ELEVATION WELL
 HM0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HM0191+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2012
 HM0191
 HM0191  HISTORY     - Date     Condition        Report By
 HM0191  HISTORY     - 1958     MONUMENTED       CGS
 HM0191  HISTORY     - 1959     GOOD             CGS
 HM0191  HISTORY     - 1979     GOOD             NGS
 HM0191  HISTORY     - 1979     GOOD             NGS
 HM0191  HISTORY     - 20120906 GOOD             GEOCAC
 HM0191
 HM0191                          STATION DESCRIPTION
 HM0191
 HM0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0191'6.55 MI SW FROM BLANDING.
 HM0191'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0191'BLANDING, THENCE 2.65 MILES WEST ALONG STATE HIGHWAY 95, 84 FEET EAST
 HM0191'OF THE CENTER OF THE JUNCTION OF A WIDE GRAVEL ROAD NORTH, 49 FEET
 HM0191'EAST OF THE WEST END OF A LARGE HIGHWAY CUT, 21 1/2 FEET NORTH OF THE
 HM0191'CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN THE SOUTH FACE OF A 4
 HM0191'1/2 FOOT LONG EXPOSED FACE OF SANDSTONE IN THE CUT, 8 FEET SOUTH OF A
 HM0191'WITNESS POST, 3 1/2 FEET ABOVE THE GROUND AND 2 FEET HIGHER THAN THE
 HM0191'HIGHWAY.
 HM0191
 HM0191                          STATION RECOVERY (1979)
 HM0191
 HM0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0191'RECOVERED IN GOOD CONDITION.
 HM0191
 HM0191                          STATION RECOVERY (1979)
 HM0191
 HM0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0191'RECOVERED IN GOOD CONDITION.
 HM0191
 HM0191                          STATION RECOVERY (2012)
 HM0191
 HM0191'RECOVERY NOTE BY GEOCACHING 2012 (BA)
 HM0191'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0058 ***********************************************************************
 LO0058  DESIGNATION -  B 101
 LO0058  PID         -  LO0058
 LO0058  STATE/COUNTY-  UT/DUCHESNE
 LO0058  COUNTRY     -  US
 LO0058  USGS QUAD   -  TALMAGE (2017)
 LO0058
 LO0058                         *CURRENT SURVEY CONTROL
 LO0058  ______________________________________________________________________
 LO0058* NAD 83(1986) POSITION- 40 16 49.     (N) 110 28 23.     (W)   SCALED
 LO0058* NAVD 88 ORTHO HEIGHT -  1816.709 (meters)     5960.32  (feet) ADJUSTED
 LO0058  ______________________________________________________________________
 LO0058  GEOID HEIGHT    -        -16.563 (meters)                     GEOID18
 LO0058  DYNAMIC HEIGHT  -       1814.871 (meters)     5954.29  (feet) COMP
 LO0058  MODELED GRAVITY -    979,550.5   (mgal)                       NAVD 88
 LO0058
 LO0058  VERT ORDER      -  SECOND    CLASS 0
 LO0058
 LO0058.The horizontal coordinates were scaled from a map and have
 LO0058.an estimated accuracy of +/- 6 seconds.
 LO0058
 LO0058.The orthometric height was determined by differential leveling and
 LO0058.adjusted by the NATIONAL GEODETIC SURVEY
 LO0058.in June 1991.
 LO0058
 LO0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0058.GEOID18 height accuracy estimate available here.
 LO0058
 LO0058.Click photographs - Photos may exist for this station.
 LO0058
 LO0058.The dynamic height is computed by dividing the NAVD 88
 LO0058.geopotential number by the normal gravity value computed on the
 LO0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0058.degrees latitude (g = 980.6199 gals.).
 LO0058
 LO0058.The modeled gravity was interpolated from observed gravity values.
 LO0058
 LO0058;                    North         East    Units  Estimated Accuracy
 LO0058;SPC UT C     - 2,216,650.      587,330.      MT  (+/- 180 meters Scaled)
 LO0058
 LO0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK447589(NAD 83)
 LO0058
 LO0058                          SUPERSEDED SURVEY CONTROL
 LO0058
 LO0058  NGVD 29 (??/??/92) 1815.326  (m)         5955.78   (f) ADJ UNCH    2 0
 LO0058
 LO0058.Superseded values are not recommended for survey control.
 LO0058
 LO0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0058.See file dsdata.pdf to determine how the superseded data were derived.
 LO0058
 LO0058_MARKER: DB = BENCH MARK DISK
 LO0058_SETTING: 80 = SET IN A BOULDER
 LO0058_STAMPING: B 101 1962
 LO0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0058+STABILITY: SURFACE MOTION
 LO0058
 LO0058  HISTORY     - Date     Condition        Report By
 LO0058  HISTORY     - 1962     MONUMENTED       CGS
 LO0058
 LO0058                          STATION DESCRIPTION
 LO0058
 LO0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0058'11.85 MI NW FROM DUCHESNE.
 LO0058'11.85 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0058'HIGHWAY 40 AT DUCHESNE, IN THE TOP OF A BOULDER WHICH PROJECTS 0.5
 LO0058'FOOT ABOVE THE GROUND, 52 FEET SOUTH OF THE CENTER LINE OF THE
 LO0058'HIGHWAY, 28 FEET WEST OF POWER POLE 6-14, 3 FEET SOUTHWEST OF A
 LO0058'WITNESS POST, AND ABOUT 8 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0357 ***********************************************************************
 LN0357  DESIGNATION -  B 102
 LN0357  PID         -  LN0357
 LN0357  STATE/COUNTY-  UT/DAGGETT
 LN0357  COUNTRY     -  US
 LN0357  USGS QUAD   -  FLAMING GORGE (2017)
 LN0357
 LN0357                         *CURRENT SURVEY CONTROL
 LN0357  ______________________________________________________________________
 LN0357* NAD 83(1986) POSITION- 40 59 00.     (N) 109 34 13.     (W)   SCALED
 LN0357* NAVD 88 ORTHO HEIGHT -  1789.687 (meters)     5871.66  (feet) ADJUSTED
 LN0357  ______________________________________________________________________
 LN0357  GEOID HEIGHT    -        -14.272 (meters)                     GEOID18
 LN0357  DYNAMIC HEIGHT  -       1788.062 (meters)     5866.33  (feet) COMP
 LN0357  MODELED GRAVITY -    979,653.6   (mgal)                       NAVD 88
 LN0357
 LN0357  VERT ORDER      -  SECOND    CLASS 0
 LN0357
 LN0357.The horizontal coordinates were scaled from a map and have
 LN0357.an estimated accuracy of +/- 6 seconds.
 LN0357
 LN0357.The orthometric height was determined by differential leveling and
 LN0357.adjusted by the NATIONAL GEODETIC SURVEY
 LN0357.in June 1991.
 LN0357
 LN0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0357.GEOID18 height accuracy estimate available here.
 LN0357
 LN0357.Click photographs - Photos may exist for this station.
 LN0357
 LN0357.The dynamic height is computed by dividing the NAVD 88
 LN0357.geopotential number by the normal gravity value computed on the
 LN0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0357.degrees latitude (g = 980.6199 gals.).
 LN0357
 LN0357.The modeled gravity was interpolated from observed gravity values.
 LN0357
 LN0357;                    North         East    Units  Estimated Accuracy
 LN0357;SPC UT N     - 1,073,990.      662,380.      MT  (+/- 180 meters Scaled)
 LN0357
 LN0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL202378(NAD 83)
 LN0357
 LN0357                          SUPERSEDED SURVEY CONTROL
 LN0357
 LN0357  NGVD 29 (??/??/92) 1788.393  (m)         5867.42   (f) ADJ UNCH    2 0
 LN0357
 LN0357.Superseded values are not recommended for survey control.
 LN0357
 LN0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0357.See file dsdata.pdf to determine how the superseded data were derived.
 LN0357
 LN0357_MARKER: DB = BENCH MARK DISK
 LN0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0357_STAMPING: B 102 1962
 LN0357_MARK LOGO: CGS
 LN0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0357+STABILITY: SURFACE MOTION
 LN0357
 LN0357  HISTORY     - Date     Condition        Report By
 LN0357  HISTORY     - 1962     MONUMENTED       CGS
 LN0357  HISTORY     - 20130623 MARK NOT FOUND   GEOCAC
 LN0357
 LN0357                          STATION DESCRIPTION
 LN0357
 LN0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0357'5.0 MI SE FROM LINWOOD.
 LN0357'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0357'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, 77 FEET NORTHEAST OF
 LN0357'THE CENTER OF THE JUNCTION OF CLAY BASIN ROAD, 30 FEET NORTH OF THE
 LN0357'CENTER LINE OF THE ROAD, 45 FEET EAST OF THE CENTER LINE OF CLAY BASIN
 LN0357'ROAD, 201 FEET EAST OF THE EAST END OF A BRIDGE OVER GREEN RIVER, 10
 LN0357'FEET EAST OF GROSS LOAD LIMIT 20 TONS SIGN, 2.2 FEET EAST OF A WITNESS
 LN0357'POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 LN0357'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 LN0357
 LN0357                          STATION RECOVERY (2013)
 LN0357
 LN0357'RECOVERY NOTE BY GEOCACHING 2013 (BRB)
 LN0357'THIS MARK HAS BEEN INUNDATED BY THE WATERS OF FLAMING GORGE RESERVOIR.
 LN0357'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0233 ***********************************************************************
 LN0233  DESIGNATION -  B 103
 LN0233  PID         -  LN0233
 LN0233  STATE/COUNTY-  UT/DAGGETT
 LN0233  COUNTRY     -  US
 LN0233  USGS QUAD   -  CLAY BASIN (2017)
 LN0233
 LN0233                         *CURRENT SURVEY CONTROL
 LN0233  ______________________________________________________________________
 LN0233* NAD 83(1986) POSITION- 40 56 38.45   (N) 109 09 14.92   (W)   HD_HELD1
 LN0233* NAVD 88 ORTHO HEIGHT -  2124.761 (meters)     6970.99  (feet) ADJUSTED
 LN0233  ______________________________________________________________________
 LN0233  GEOID HEIGHT    -        -14.069 (meters)                     GEOID18
 LN0233  DYNAMIC HEIGHT  -       2122.897 (meters)     6964.87  (feet) COMP
 LN0233  MODELED GRAVITY -    979,669.7   (mgal)                       NAVD 88
 LN0233
 LN0233  VERT ORDER      -  SECOND    CLASS 0
 LN0233
 LN0233.The horizontal coordinates were determined by differentially corrected
 LN0233.hand held GPS observations or other comparable positioning techniques
 LN0233.and have an estimated accuracy of +/- 3 meters.
 LN0233
 LN0233.The orthometric height was determined by differential leveling and
 LN0233.adjusted by the NATIONAL GEODETIC SURVEY
 LN0233.in June 1991.
 LN0233
 LN0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0233.GEOID18 height accuracy estimate available here.
 LN0233
 LN0233.Click photographs - Photos may exist for this station.
 LN0233
 LN0233.The dynamic height is computed by dividing the NAVD 88
 LN0233.geopotential number by the normal gravity value computed on the
 LN0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0233.degrees latitude (g = 980.6199 gals.).
 LN0233
 LN0233.The modeled gravity was interpolated from observed gravity values.
 LN0233
 LN0233;                    North         East    Units  Estimated Accuracy
 LN0233;SPC UT N     - 1,070,481.5     697,506.2     MT  (+/- 3 meters HH1 GPS) 
 LN0233
 LN0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL5537434182(NAD 83)
 LN0233
 LN0233                          SUPERSEDED SURVEY CONTROL
 LN0233
 LN0233  NGVD 29 (??/??/92) 2123.545  (m)         6967.00   (f) ADJ UNCH    2 0
 LN0233
 LN0233.Superseded values are not recommended for survey control.
 LN0233
 LN0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0233.See file dsdata.pdf to determine how the superseded data were derived.
 LN0233
 LN0233_MARKER: DB = BENCH MARK DISK
 LN0233_SETTING: 80 = SET IN A BOULDER
 LN0233_STAMPING: B 103 1962
 LN0233_MARK LOGO: CGS
 LN0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0233+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2020
 LN0233
 LN0233  HISTORY     - Date     Condition        Report By
 LN0233  HISTORY     - 1962     MONUMENTED       CGS
 LN0233  HISTORY     - 20201219 POOR             IGA
 LN0233
 LN0233                          STATION DESCRIPTION
 LN0233
 LN0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0233'31.65 MI E FROM LINWOOD.
 LN0233'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0233'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 26.65 MILES
 LN0233'EAST ALONG CLAY BASIN ROAD, 0.15 MILE SOUTH OF A STEEL CATTLEGUARD, IN
 LN0233'THE TOP OF A 3- BY 4-FOOT BOULDER WHICH PROJECTS 1 1/2 FEET ABOVE THE
 LN0233'GROUND, 25 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.4 FEET NORTH OF
 LN0233'A WITNESS POST, ABOUT 5 FEET HIGHER THAN THE ROAD, AND 1 1/2 FEET
 LN0233'ABOVE THE GROUND.
 LN0233
 LN0233                          STATION RECOVERY (2020)
 LN0233
 LN0233'RECOVERY NOTE BY IGAGE 2020 (MS)
 LN0233'ROAD HAS BEEN DUG TO EDGE OF BOULDER.  BOULDER IS UNDERMINED AND NOT
 LN0233'STABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0138 ***********************************************************************
 LO0138  DESIGNATION -  B 104
 LO0138  PID         -  LO0138
 LO0138  STATE/COUNTY-  UT/WASATCH
 LO0138  COUNTRY     -  US
 LO0138  USGS QUAD   -  WOLF CREEK (2017)
 LO0138
 LO0138                         *CURRENT SURVEY CONTROL
 LO0138  ______________________________________________________________________
 LO0138* NAD 83(1986) POSITION- 40 28 57.     (N) 110 56 58.     (W)   SCALED
 LO0138* NAVD 88 ORTHO HEIGHT -  2559.499 (meters)     8397.29  (feet) ADJUSTED
 LO0138  ______________________________________________________________________
 LO0138  GEOID HEIGHT    -        -14.154 (meters)                     GEOID18
 LO0138  DYNAMIC HEIGHT  -       2556.835 (meters)     8388.55  (feet) COMP
 LO0138  MODELED GRAVITY -    979,490.7   (mgal)                       NAVD 88
 LO0138
 LO0138  VERT ORDER      -  SECOND    CLASS 0
 LO0138
 LO0138.The horizontal coordinates were scaled from a map and have
 LO0138.an estimated accuracy of +/- 6 seconds.
 LO0138
 LO0138.The orthometric height was determined by differential leveling and
 LO0138.adjusted by the NATIONAL GEODETIC SURVEY
 LO0138.in June 1991.
 LO0138
 LO0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0138.GEOID18 height accuracy estimate available here.
 LO0138
 LO0138.Click photographs - Photos may exist for this station.
 LO0138
 LO0138.The dynamic height is computed by dividing the NAVD 88
 LO0138.geopotential number by the normal gravity value computed on the
 LO0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0138.degrees latitude (g = 980.6199 gals.).
 LO0138
 LO0138.The modeled gravity was interpolated from observed gravity values.
 LO0138
 LO0138;                    North         East    Units  Estimated Accuracy
 LO0138;SPC UT C     - 2,238,750.      546,680.      MT  (+/- 180 meters Scaled)
 LO0138
 LO0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK042813(NAD 83)
 LO0138
 LO0138                          SUPERSEDED SURVEY CONTROL
 LO0138
 LO0138  NGVD 29 (??/??/92) 2558.07   (m)         8392.6    (f) COMPUTED    2 0
 LO0138
 LO0138.Superseded values are not recommended for survey control.
 LO0138
 LO0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0138.See file dsdata.pdf to determine how the superseded data were derived.
 LO0138
 LO0138_MARKER: DB = BENCH MARK DISK
 LO0138_SETTING: 66 = SET IN ROCK OUTCROP
 LO0138_STAMPING: B 104 1962
 LO0138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0138+STABILITY: POSITION/ELEVATION WELL
 LO0138
 LO0138  HISTORY     - Date     Condition        Report By
 LO0138  HISTORY     - 1962     MONUMENTED       CGS
 LO0138
 LO0138                          STATION DESCRIPTION
 LO0138
 LO0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0138'19.2 MI NW FROM TABIONA.
 LO0138'19.2 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0138'TABIONA, AT THE JUNCTION OF AN ABANDONED ROAD SOUTH, SET VERTICALLY IN
 LO0138'THE EAST FACE OF A SMALL OUTCROP, 57 FEET SOUTH OF THE CENTER LINE OF
 LO0138'THE HIGHWAY, 5 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.2 FEET
 LO0138'NORTHEAST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE HIGHWAY, AND
 LO0138'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0288 ***********************************************************************
 LO0288  DESIGNATION -  B 105
 LO0288  PID         -  LO0288
 LO0288  STATE/COUNTY-  UT/SUMMIT
 LO0288  COUNTRY     -  US
 LO0288  USGS QUAD   -  FRANCIS (2017)
 LO0288
 LO0288                         *CURRENT SURVEY CONTROL
 LO0288  ______________________________________________________________________
 LO0288* NAD 83(1986) POSITION- 40 36 38.2    (N) 111 16 49.8    (W)   HD_HELD2
 LO0288* NAVD 88 ORTHO HEIGHT -  2000.769 (meters)     6564.19  (feet) ADJUSTED
 LO0288  ______________________________________________________________________
 LO0288  GEOID HEIGHT    -        -15.116 (meters)                     GEOID18
 LO0288  DYNAMIC HEIGHT  -       1998.866 (meters)     6557.95  (feet) COMP
 LO0288  MODELED GRAVITY -    979,602.4   (mgal)                       NAVD 88
 LO0288
 LO0288  VERT ORDER      -  SECOND    CLASS 0
 LO0288
 LO0288.The horizontal coordinates were established by autonomous hand held GPS
 LO0288.observations and have an estimated accuracy of +/- 10 meters.
 LO0288
 LO0288.The orthometric height was determined by differential leveling and
 LO0288.adjusted by the NATIONAL GEODETIC SURVEY
 LO0288.in June 1991.
 LO0288
 LO0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0288.GEOID18 height accuracy estimate available here.
 LO0288
 LO0288.Click photographs - Photos may exist for this station.
 LO0288
 LO0288.The dynamic height is computed by dividing the NAVD 88
 LO0288.geopotential number by the normal gravity value computed on the
 LO0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0288.degrees latitude (g = 980.6199 gals.).
 LO0288
 LO0288.The modeled gravity was interpolated from observed gravity values.
 LO0288
 LO0288;                    North         East    Units  Estimated Accuracy
 LO0288;SPC UT N     - 1,030,815.      518,576.      MT  (+/- 10 meters HH2 GPS)
 LO0288
 LO0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK7627195570(NAD 83)
 LO0288
 LO0288                          SUPERSEDED SURVEY CONTROL
 LO0288
 LO0288  NGVD 29 (??/??/92) 1999.481  (m)         6559.96   (f) ADJ UNCH    2 0
 LO0288
 LO0288.Superseded values are not recommended for survey control.
 LO0288
 LO0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0288.See file dsdata.pdf to determine how the superseded data were derived.
 LO0288
 LO0288_MARKER: DB = BENCH MARK DISK
 LO0288_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0288_SP_SET: CULVERT
 LO0288_STAMPING: B 105 1962
 LO0288_MARK LOGO: CGS
 LO0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0288+STABILITY: SURFACE MOTION
 LO0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0288+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2010
 LO0288
 LO0288  HISTORY     - Date     Condition        Report By
 LO0288  HISTORY     - 1962     MONUMENTED       CGS
 LO0288  HISTORY     - 20101211 GOOD             GEOCAC
 LO0288
 LO0288                          STATION DESCRIPTION
 LO0288
 LO0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0288'IN FRANCIS.
 LO0288'AT FRANCIS, 54 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF STATE
 LO0288'HIGHWAY 35 AND U.S. HIGHWAY 189, IN THE TOP AND 0.6 FOOT WEST OF THE
 LO0288'EAST END OF THE NORTH CONCRETE HEAD WALL OF A CONCRETE BOX CULVERT, 31
 LO0288'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 35, 43 FEET EAST OF THE
 LO0288'CENTER LINE OF U.S. HIGHWAY 189, AND ABOUT LEVEL WITH THE HIGHWAYS.
 LO0288
 LO0288                          STATION RECOVERY (2010)
 LO0288
 LO0288'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 LO0288'AT THE JUNCTION OF UT 32 AND UT 35.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0269 ***********************************************************************
 LO0269  DESIGNATION -  B 106
 LO0269  PID         -  LO0269
 LO0269  STATE/COUNTY-  UT/WASATCH
 LO0269  COUNTRY     -  US
 LO0269  USGS QUAD   -  SOAPSTONE BASIN (2017)
 LO0269
 LO0269                         *CURRENT SURVEY CONTROL
 LO0269  ______________________________________________________________________
 LO0269* NAD 83(1986) POSITION- 40 31 10.     (N) 111 04 58.     (W)   SCALED
 LO0269* NAVD 88 ORTHO HEIGHT -  2383.671 (meters)     7820.43  (feet) ADJUSTED
 LO0269  ______________________________________________________________________
 LO0269  GEOID HEIGHT    -        -14.222 (meters)                     GEOID18
 LO0269  DYNAMIC HEIGHT  -       2381.214 (meters)     7812.37  (feet) COMP
 LO0269  MODELED GRAVITY -    979,508.4   (mgal)                       NAVD 88
 LO0269
 LO0269  VERT ORDER      -  SECOND    CLASS 0
 LO0269
 LO0269.The horizontal coordinates were scaled from a map and have
 LO0269.an estimated accuracy of +/- 6 seconds.
 LO0269
 LO0269.The orthometric height was determined by differential leveling and
 LO0269.adjusted by the NATIONAL GEODETIC SURVEY
 LO0269.in June 1991.
 LO0269
 LO0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0269.GEOID18 height accuracy estimate available here.
 LO0269
 LO0269.Click photographs - Photos may exist for this station.
 LO0269
 LO0269.The dynamic height is computed by dividing the NAVD 88
 LO0269.geopotential number by the normal gravity value computed on the
 LO0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0269.degrees latitude (g = 980.6199 gals.).
 LO0269
 LO0269.The modeled gravity was interpolated from observed gravity values.
 LO0269
 LO0269;                    North         East    Units  Estimated Accuracy
 LO0269;SPC UT C     - 2,242,790.      535,360.      MT  (+/- 180 meters Scaled)
 LO0269
 LO0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK929854(NAD 83)
 LO0269
 LO0269                          SUPERSEDED SURVEY CONTROL
 LO0269
 LO0269  NGVD 29 (??/??/92) 2382.246  (m)         7815.75   (f) ADJ UNCH    2 0
 LO0269
 LO0269.Superseded values are not recommended for survey control.
 LO0269
 LO0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0269.See file dsdata.pdf to determine how the superseded data were derived.
 LO0269
 LO0269_MARKER: DB = BENCH MARK DISK
 LO0269_SETTING: 80 = SET IN A BOULDER
 LO0269_STAMPING: B 106 1962
 LO0269_MARK LOGO: CGS
 LO0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0269+STABILITY: SURFACE MOTION
 LO0269
 LO0269  HISTORY     - Date     Condition        Report By
 LO0269  HISTORY     - 1962     MONUMENTED       CGS
 LO0269
 LO0269                          STATION DESCRIPTION
 LO0269
 LO0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0269'14.85 MI SE FROM FRANCIS.
 LO0269'14.85 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0269'HIGHWAY 189 AT FRANCIS, 0.2 MILE SOUTHEAST OF THE JUNCTION OF MILL
 LO0269'HOLLOW ROAD, SET VERTICALLY IN THE SOUTHWEST FACE OF A LARGE BOULDER,
 LO0269'12 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3 FEET
 LO0269'HIGHER THAN THE HIGHWAY, AND 1.7 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0308 ***********************************************************************
 LO0308  DESIGNATION -  B 107
 LO0308  PID         -  LO0308
 LO0308  STATE/COUNTY-  UT/SUMMIT
 LO0308  COUNTRY     -  US
 LO0308  USGS QUAD   -  WANSHIP (2017)
 LO0308
 LO0308                         *CURRENT SURVEY CONTROL
 LO0308  ______________________________________________________________________
 LO0308* NAD 83(1986) POSITION- 40 47 43.     (N) 111 24 35.     (W)   SCALED
 LO0308* NAVD 88 ORTHO HEIGHT -  1820.897 (meters)     5974.06  (feet) ADJUSTED
 LO0308  ______________________________________________________________________
 LO0308  GEOID HEIGHT    -        -15.697 (meters)                     GEOID18
 LO0308  DYNAMIC HEIGHT  -       1819.232 (meters)     5968.60  (feet) COMP
 LO0308  MODELED GRAVITY -    979,646.0   (mgal)                       NAVD 88
 LO0308
 LO0308  VERT ORDER      -  SECOND    CLASS 0
 LO0308
 LO0308.The horizontal coordinates were scaled from a map and have
 LO0308.an estimated accuracy of +/- 6 seconds.
 LO0308
 LO0308.The orthometric height was determined by differential leveling and
 LO0308.adjusted by the NATIONAL GEODETIC SURVEY
 LO0308.in June 1991.
 LO0308
 LO0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0308.GEOID18 height accuracy estimate available here.
 LO0308
 LO0308.Click photographs - Photos may exist for this station.
 LO0308
 LO0308.The dynamic height is computed by dividing the NAVD 88
 LO0308.geopotential number by the normal gravity value computed on the
 LO0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0308.degrees latitude (g = 980.6199 gals.).
 LO0308
 LO0308.The modeled gravity was interpolated from observed gravity values.
 LO0308
 LO0308;                    North         East    Units  Estimated Accuracy
 LO0308;SPC UT N     - 1,051,300.      507,620.      MT  (+/- 180 meters Scaled)
 LO0308
 LO0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL654161(NAD 83)
 LO0308
 LO0308                          SUPERSEDED SURVEY CONTROL
 LO0308
 LO0308  NGVD 29 (??/??/92) 1819.622  (m)         5969.88   (f) ADJ UNCH    2 0
 LO0308
 LO0308.Superseded values are not recommended for survey control.
 LO0308
 LO0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0308.See file dsdata.pdf to determine how the superseded data were derived.
 LO0308
 LO0308_MARKER: DB = BENCH MARK DISK
 LO0308_SETTING: 66 = SET IN ROCK OUTCROP
 LO0308_STAMPING: B 107 1962
 LO0308_MARK LOGO: CGS
 LO0308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0308+STABILITY: POSITION/ELEVATION WELL
 LO0308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LO0308+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2005
 LO0308
 LO0308  HISTORY     - Date     Condition        Report By
 LO0308  HISTORY     - 1962     MONUMENTED       CGS
 LO0308  HISTORY     - 20050908 GOOD             INDIV
 LO0308
 LO0308                          STATION DESCRIPTION
 LO0308
 LO0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0308'1.1 MI S FROM WANSHIP.
 LO0308'1.1 MILES SOUTH ALONG U.S. HIGHWAY 189 FROM THE LATTER DAY SAINTS
 LO0308'CHURCH AT WANSHIP, 0.2 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING TO
 LO0308'THE BOTTOM OF A DAM, SET VERTICALLY IN THE EAST FACE OF AN OUTCROP,
 LO0308'29.8 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE
 LO0308'HIGHWAY, AND 0.4 FOOT ABOVE THE GROUND.
 LO0308
 LO0308                          STATION RECOVERY (2005)
 LO0308
 LO0308'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RW)
 LO0308'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0019 ***********************************************************************
 JN0019  DESIGNATION -  B 11
 JN0019  PID         -  JN0019
 JN0019  STATE/COUNTY-  UT/EMERY
 JN0019  COUNTRY     -  US
 JN0019  USGS QUAD   -  GREEN RIVER (2017)
 JN0019
 JN0019                         *CURRENT SURVEY CONTROL
 JN0019  ______________________________________________________________________
 JN0019* NAD 83(1986) POSITION- 38 59 41.     (N) 110 12 16.     (W)   SCALED
 JN0019* NAVD 88 ORTHO HEIGHT -  1264.207 (meters)     4147.65  (feet) ADJUSTED
 JN0019  ______________________________________________________________________
 JN0019  GEOID HEIGHT    -        -20.060 (meters)                     GEOID18
 JN0019  DYNAMIC HEIGHT  -       1262.987 (meters)     4143.65  (feet) COMP
 JN0019  MODELED GRAVITY -    979,619.7   (mgal)                       NAVD 88
 JN0019
 JN0019  VERT ORDER      -  FIRST     CLASS II
 JN0019
 JN0019.The horizontal coordinates were scaled from a map and have
 JN0019.an estimated accuracy of +/- 6 seconds.
 JN0019
 JN0019.The orthometric height was determined by differential leveling and
 JN0019.adjusted by the NATIONAL GEODETIC SURVEY
 JN0019.in June 1991.
 JN0019
 JN0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0019.GEOID18 height accuracy estimate available here.
 JN0019
 JN0019.Click photographs - Photos may exist for this station.
 JN0019
 JN0019.The dynamic height is computed by dividing the NAVD 88
 JN0019.geopotential number by the normal gravity value computed on the
 JN0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0019.degrees latitude (g = 980.6199 gals.).
 JN0019
 JN0019.The modeled gravity was interpolated from observed gravity values.
 JN0019
 JN0019;                    North         East    Units  Estimated Accuracy
 JN0019;SPC UT C     - 2,074,240.      612,230.      MT  (+/- 180 meters Scaled)
 JN0019
 JN0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ688164(NAD 83)
 JN0019
 JN0019                          SUPERSEDED SURVEY CONTROL
 JN0019
 JN0019  NGVD 29 (??/??/92) 1263.231  (m)         4144.45   (f) ADJ UNCH    1 2
 JN0019
 JN0019.Superseded values are not recommended for survey control.
 JN0019
 JN0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0019.See file dsdata.pdf to determine how the superseded data were derived.
 JN0019
 JN0019_STAMPING: 4142-54
 JN0019
 JN0019  HISTORY     - Date     Condition        Report By
 JN0019  HISTORY     - UNK      MONUMENTED       USGS
 JN0019  HISTORY     - 1934     MARK NOT FOUND   CGS
 JN0019  HISTORY     - 20180605 MARK NOT FOUND   NGS
 JN0019
 JN0019                          STATION DESCRIPTION
 JN0019
 JN0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0019'2.25 MI W FROM GREEN RIVER.
 JN0019'2-1/4 MILE WEST OF GREEN RIVER, EMERY COUNTY, AT DENVER AND RIO GRANDE
 JN0019'WESTERN RAILROAD BRIDGE 557 A, AND IN THE EAST END OF THE SOUTH
 JN0019'ABUTMENT.  A UNITED STATERS GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 JN0019'4142-54.  NOTE-- THE ABUTMENTS ARE EAST AND WEST.  THE SOUTH END OF
 JN0019'THE EAST ABUTMENT HAS APPARENTLY BEEN PARTLY REBUILT.  IF THE MARK IS
 JN0019'STILL ON THE BRIDGE IT IS COVERED BY TIES.
 JN0019
 JN0019                          STATION RECOVERY (2018)
 JN0019
 JN0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 JN0019'SITUATION OF 1934 HAS BEEN CONFIRMED.  IF MARK IS PRESENT IT IS UNDER
 JN0019'RAILROAD TIES SUPPORTING CURRENT RAILROAD GRADE.  NOW THE UNION
 JN0019'PACIFIC RAILROAD.  TO ACCESS, DRIVE WEST ON 100 SOUTH ROAD FROM WEST
 JN0019'END OF MAIN ST. NEAR WHERE IT CONNECTS TO INTERSTATE 70.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0093 ***********************************************************************
 JN0093  DESIGNATION -  B 111
 JN0093  PID         -  JN0093
 JN0093  STATE/COUNTY-  UT/WAYNE
 JN0093  COUNTRY     -  US
 JN0093  USGS QUAD   -  STEAMBOAT POINT (2017)
 JN0093
 JN0093                         *CURRENT SURVEY CONTROL
 JN0093  ______________________________________________________________________
 JN0093* NAD 83(1986) POSITION- 38 22 10.     (N) 110 49 59.     (W)   SCALED
 JN0093* NAVD 88 ORTHO HEIGHT -  1344.233 (meters)     4410.20  (feet) ADJUSTED
 JN0093  ______________________________________________________________________
 JN0093  GEOID HEIGHT    -        -20.200 (meters)                     GEOID18
 JN0093  DYNAMIC HEIGHT  -       1342.843 (meters)     4405.64  (feet) COMP
 JN0093  MODELED GRAVITY -    979,549.4   (mgal)                       NAVD 88
 JN0093
 JN0093  VERT ORDER      -  FIRST     CLASS II
 JN0093
 JN0093.The horizontal coordinates were scaled from a map and have
 JN0093.an estimated accuracy of +/- 6 seconds.
 JN0093
 JN0093.The orthometric height was determined by differential leveling and
 JN0093.adjusted by the NATIONAL GEODETIC SURVEY
 JN0093.in June 1991.
 JN0093
 JN0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0093.GEOID18 height accuracy estimate available here.
 JN0093
 JN0093.Click photographs - Photos may exist for this station.
 JN0093
 JN0093.The dynamic height is computed by dividing the NAVD 88
 JN0093.geopotential number by the normal gravity value computed on the
 JN0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0093.degrees latitude (g = 980.6199 gals.).
 JN0093
 JN0093.The modeled gravity was interpolated from observed gravity values.
 JN0093
 JN0093;                    North         East    Units  Estimated Accuracy
 JN0093;SPC UT S     - 3,189,190.      558,280.      MT  (+/- 180 meters Scaled)
 JN0093
 JN0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH145468(NAD 83)
 JN0093
 JN0093                          SUPERSEDED SURVEY CONTROL
 JN0093
 JN0093  NGVD 29 (??/??/92) 1343.175  (m)         4406.73   (f) ADJ UNCH    1 2
 JN0093
 JN0093.Superseded values are not recommended for survey control.
 JN0093
 JN0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0093.See file dsdata.pdf to determine how the superseded data were derived.
 JN0093
 JN0093_MARKER: DB = BENCH MARK DISK
 JN0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0093_STAMPING: B 111 1958
 JN0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0093+STABILITY: SURFACE MOTION
 JN0093
 JN0093  HISTORY     - Date     Condition        Report By
 JN0093  HISTORY     - 1958     MONUMENTED       CGS
 JN0093  HISTORY     - 20091228 MARK NOT FOUND   GEOCAC
 JN0093
 JN0093                          STATION DESCRIPTION
 JN0093
 JN0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0093'8.2 MI W FROM HANKSVILLE.
 JN0093'8.2 MILES WEST ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0093'HANKSVILLE, 58 FEET NORTHEAST OF THE CENTER OF THE T JUNCTION OF A
 JN0093'DIRT ROAD NORTH, 39 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 45
 JN0093'FEET EAST OF THE CENTER LINE OF THE ROAD, 2.4 FEET SOUTH OF A WITNESS
 JN0093'POST, LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JN0093'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 JN0093
 JN0093                          STATION RECOVERY (2009)
 JN0093
 JN0093'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JN0093'THIS STATION IS IN WAYNE COUNTY, UTAH.
 JN0093'ROAD IMPROVEMENTS HAVE DISTURBED THIS LOCATION.
 JN0093'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0091 ***********************************************************************
 JN0091  DESIGNATION -  B 112
 JN0091  PID         -  JN0091
 JN0091  STATE/COUNTY-  UT/WAYNE
 JN0091  COUNTRY     -  US
 JN0091  USGS QUAD   -  SKYLINE RIM (2017)
 JN0091
 JN0091                         *CURRENT SURVEY CONTROL
 JN0091  ______________________________________________________________________
 JN0091* NAD 83(1986) POSITION- 38 23 29.     (N) 110 49 30.     (W)   SCALED
 JN0091* NAVD 88 ORTHO HEIGHT -  1382.067 (meters)     4534.33  (feet) ADJUSTED
 JN0091  ______________________________________________________________________
 JN0091  GEOID HEIGHT    -        -20.147 (meters)                     GEOID18
 JN0091  DYNAMIC HEIGHT  -       1380.646 (meters)     4529.67  (feet) COMP
 JN0091  MODELED GRAVITY -    979,553.7   (mgal)                       NAVD 88
 JN0091
 JN0091  VERT ORDER      -  FIRST     CLASS II
 JN0091
 JN0091.The horizontal coordinates were scaled from a map and have
 JN0091.an estimated accuracy of +/- 6 seconds.
 JN0091
 JN0091.The orthometric height was determined by differential leveling and
 JN0091.adjusted by the NATIONAL GEODETIC SURVEY
 JN0091.in June 1991.
 JN0091
 JN0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0091.GEOID18 height accuracy estimate available here.
 JN0091
 JN0091.Click photographs - Photos may exist for this station.
 JN0091
 JN0091.The dynamic height is computed by dividing the NAVD 88
 JN0091.geopotential number by the normal gravity value computed on the
 JN0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0091.degrees latitude (g = 980.6199 gals.).
 JN0091
 JN0091.The modeled gravity was interpolated from observed gravity values.
 JN0091
 JN0091;                    North         East    Units  Estimated Accuracy
 JN0091;SPC UT S     - 3,191,640.      558,970.      MT  (+/- 180 meters Scaled)
 JN0091
 JN0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH152492(NAD 83)
 JN0091
 JN0091                          SUPERSEDED SURVEY CONTROL
 JN0091
 JN0091  NGVD 29 (??/??/92) 1381.016  (m)         4530.88   (f) ADJ UNCH    1 2
 JN0091
 JN0091.Superseded values are not recommended for survey control.
 JN0091
 JN0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0091.See file dsdata.pdf to determine how the superseded data were derived.
 JN0091
 JN0091_MARKER: DB = BENCH MARK DISK
 JN0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0091_STAMPING: B 112 1958
 JN0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0091+STABILITY: SURFACE MOTION
 JN0091
 JN0091  HISTORY     - Date     Condition        Report By
 JN0091  HISTORY     - 1958     MONUMENTED       CGS
 JN0091
 JN0091                          STATION DESCRIPTION
 JN0091
 JN0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0091'9.8 MI W FROM HANKSVILLE.
 JN0091'8.2 MILES WEST ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0091'HANKSVILLE, THENCE 1.6 MILES NORTH ALONG A DIRT ROAD, 105 FEET
 JN0091'NORTH-NORTHEAST OF THE CENTER OF THE T JUNCTION OF A DIRT ROAD EAST,
 JN0091'31 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 101 FEET NORTH OF
 JN0091'THE CENTER LINE OF THE ROAD EAST, 32 FEET NORTHEAST OF THE CENTER LINE
 JN0091'OF A DIM TRACK ROAD LEADING SOUTHEAST TO A ROAD EAST, 2.2 FEET SOUTH
 JN0091'OF A WITNESS POST, LEVEL WITH THE MAIN ROAD, AND SET IN THE TOP OF A
 JN0091'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0057 ***********************************************************************
 JN0057  DESIGNATION -  B 113 RESET
 JN0057  PID         -  JN0057
 JN0057  STATE/COUNTY-  UT/WAYNE
 JN0057  COUNTRY     -  US
 JN0057  USGS QUAD   -  BAKING SKILLET KNOLL (2017)
 JN0057
 JN0057                         *CURRENT SURVEY CONTROL
 JN0057  ______________________________________________________________________
 JN0057* NAD 83(1986) POSITION- 38 09 08.     (N) 110 37 15.     (W)   SCALED
 JN0057* NAVD 88 ORTHO HEIGHT -  1512.50  (+/-2cm)     4962.3   (feet) VERTCON3
 JN0057  ______________________________________________________________________
 JN0057  GEOID HEIGHT    -        -20.299 (meters)                     GEOID18
 JN0057  VERT ORDER      -  THIRD (See Below)
 JN0057
 JN0057.The horizontal coordinates were scaled from a map and have
 JN0057.an estimated accuracy of +/- 6 seconds.
 JN0057
 JN0057.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0057
 JN0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0057.GEOID18 height accuracy estimate available here.
 JN0057
 JN0057.The vertical order pertains to the NGVD 29 superseded value.
 JN0057
 JN0057.Click photographs - Photos may exist for this station.
 JN0057
 JN0057;                    North         East    Units  Estimated Accuracy
 JN0057;SPC UT S     - 3,165,240.      577,060.      MT  (+/- 180 meters Scaled)
 JN0057
 JN0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH332227(NAD 83)
 JN0057
 JN0057                          SUPERSEDED SURVEY CONTROL
 JN0057
 JN0057  NGVD 29 (??/??/??) 1511.44   (m)         4958.8    (f) RESET       3  
 JN0057
 JN0057.Superseded values are not recommended for survey control.
 JN0057
 JN0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0057.See file dsdata.pdf to determine how the superseded data were derived.
 JN0057
 JN0057_MARKER: DB = BENCH MARK DISK
 JN0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JN0057_SP_SET: MARKER POST
 JN0057_STAMPING: B 113 RESET 1968
 JN0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0057
 JN0057  HISTORY     - Date     Condition        Report By
 JN0057  HISTORY     - 1968     MONUMENTED       CGS
 JN0057
 JN0057                          STATION DESCRIPTION
 JN0057
 JN0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 JN0057'17.35 MI SE FROM HANKSVILLE.
 JN0057'ABOUT 17.35 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE
 JN0057'SCHOOL AT HANKSVILLE, IN T 30 S, R 12 E, NEAR THE SOUTHWEST CORNER OF
 JN0057'SECTION 33, 0.65 MILE NORTH OF THE WAYNE-GARFIELD COUNTY LINE, 100
 JN0057'FEET RIGHT OF U 95 HIGHWAY STATION 936+00, SET IN THE TOP OF A
 JN0057'CONCRETE HIGHWAY-RIGHT-OF-WAY MARKER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0008 ***********************************************************************
 HN0008  DESIGNATION -  B 114
 HN0008  PID         -  HN0008
 HN0008  STATE/COUNTY-  UT/GARFIELD
 HN0008  COUNTRY     -  US
 HN0008  USGS QUAD   -  HITE NORTH (2017)
 HN0008
 HN0008                         *CURRENT SURVEY CONTROL
 HN0008  ______________________________________________________________________
 HN0008* NAD 83(1986) POSITION- 37 56 08.     (N) 110 28 07.     (W)   SCALED
 HN0008* NAVD 88 ORTHO HEIGHT -  1199.071 (meters)     3933.95  (feet) ADJUSTED
 HN0008  ______________________________________________________________________
 HN0008  GEOID HEIGHT    -        -20.813 (meters)                     GEOID18
 HN0008  DYNAMIC HEIGHT  -       1197.836 (meters)     3929.90  (feet) COMP
 HN0008  MODELED GRAVITY -    979,558.8   (mgal)                       NAVD 88
 HN0008
 HN0008  VERT ORDER      -  FIRST     CLASS II
 HN0008
 HN0008.The horizontal coordinates were scaled from a map and have
 HN0008.an estimated accuracy of +/- 6 seconds.
 HN0008
 HN0008.The orthometric height was determined by differential leveling and
 HN0008.adjusted by the NATIONAL GEODETIC SURVEY
 HN0008.in June 1991.
 HN0008
 HN0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0008.GEOID18 height accuracy estimate available here.
 HN0008
 HN0008.Click photographs - Photos may exist for this station.
 HN0008
 HN0008.The dynamic height is computed by dividing the NAVD 88
 HN0008.geopotential number by the normal gravity value computed on the
 HN0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0008.degrees latitude (g = 980.6199 gals.).
 HN0008
 HN0008.The modeled gravity was interpolated from observed gravity values.
 HN0008
 HN0008;                    North         East    Units  Estimated Accuracy
 HN0008;SPC UT S     - 3,141,330.      590,660.      MT  (+/- 180 meters Scaled)
 HN0008
 HN0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG466987(NAD 83)
 HN0008
 HN0008                          SUPERSEDED SURVEY CONTROL
 HN0008
 HN0008  NGVD 29 (??/??/92) 1198.094  (m)         3930.75   (f) ADJ UNCH    1 2
 HN0008
 HN0008.Superseded values are not recommended for survey control.
 HN0008
 HN0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0008.See file dsdata.pdf to determine how the superseded data were derived.
 HN0008
 HN0008_MARKER: DB = BENCH MARK DISK
 HN0008_SETTING: 80 = SET IN A BOULDER
 HN0008_STAMPING: B 114 1958
 HN0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0008+STABILITY: SURFACE MOTION
 HN0008
 HN0008  HISTORY     - Date     Condition        Report By
 HN0008  HISTORY     - 1958     MONUMENTED       CGS
 HN0008
 HN0008                          STATION DESCRIPTION
 HN0008
 HN0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0008'40.1 MI SE FROM HANKSVILLE.
 HN0008'ABOUT 40.1 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE
 HN0008'SCHOOL AT HANKSVILLE, ON THE NORTH BANK OF A LARGE WASH WHICH EMPTIES
 HN0008'INTO NORTH WASH, IN THE TOP OF SANDSTONE BED ROCK, 69 FEET WEST OF THE
 HN0008'CENTER LINE OF THE HIGHWAY, 50 FEET NORTH OF THE CENTER OF THE WASH,
 HN0008'1.6 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A 15-FOOT LONG BOULDER
 HN0008'WHICH IS LYING ON TOP OF THE ROCK, ABOUT 5 FEET HIGHER THAN THE
 HN0008'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0041 ***********************************************************************
 HN0041  DESIGNATION -  B 115
 HN0041  PID         -  HN0041
 HN0041  STATE/COUNTY-  UT/SAN JUAN
 HN0041  COUNTRY     -  US
 HN0041  USGS QUAD   -  COPPER POINT (2017)
 HN0041
 HN0041                         *CURRENT SURVEY CONTROL
 HN0041  ______________________________________________________________________
 HN0041* NAD 83(1986) POSITION- 37 45 55.     (N) 110 17 05.     (W)   SCALED
 HN0041* NAVD 88 ORTHO HEIGHT -  1435.487 (meters)     4709.59  (feet) ADJUSTED
 HN0041  ______________________________________________________________________
 HN0041  GEOID HEIGHT    -        -20.835 (meters)                     GEOID18
 HN0041  DYNAMIC HEIGHT  -       1433.935 (meters)     4704.50  (feet) COMP
 HN0041  MODELED GRAVITY -    979,499.2   (mgal)                       NAVD 88
 HN0041
 HN0041  VERT ORDER      -  FIRST     CLASS II
 HN0041
 HN0041.The horizontal coordinates were scaled from a map and have
 HN0041.an estimated accuracy of +/- 6 seconds.
 HN0041
 HN0041.The orthometric height was determined by differential leveling and
 HN0041.adjusted by the NATIONAL GEODETIC SURVEY
 HN0041.in June 1991.
 HN0041
 HN0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0041.GEOID18 height accuracy estimate available here.
 HN0041
 HN0041.Click photographs - Photos may exist for this station.
 HN0041
 HN0041.The dynamic height is computed by dividing the NAVD 88
 HN0041.geopotential number by the normal gravity value computed on the
 HN0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0041.degrees latitude (g = 980.6199 gals.).
 HN0041
 HN0041.The modeled gravity was interpolated from observed gravity values.
 HN0041
 HN0041;                    North         East    Units  Estimated Accuracy
 HN0041;SPC UT S     - 3,122,620.      607,070.      MT  (+/- 180 meters Scaled)
 HN0041
 HN0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG629800(NAD 83)
 HN0041
 HN0041                          SUPERSEDED SURVEY CONTROL
 HN0041
 HN0041  NGVD 29 (??/??/92) 1434.492  (m)         4706.33   (f) ADJ UNCH    1 2
 HN0041
 HN0041.Superseded values are not recommended for survey control.
 HN0041
 HN0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0041.See file dsdata.pdf to determine how the superseded data were derived.
 HN0041
 HN0041_MARKER: DB = BENCH MARK DISK
 HN0041_SETTING: 66 = SET IN ROCK OUTCROP
 HN0041_STAMPING: B 115 1958
 HN0041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0041+STABILITY: POSITION/ELEVATION WELL
 HN0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0041+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 HN0041
 HN0041  HISTORY     - Date     Condition        Report By
 HN0041  HISTORY     - 1958     MONUMENTED       CGS
 HN0041  HISTORY     - 20040917 GOOD             NGS
 HN0041
 HN0041                          STATION DESCRIPTION
 HN0041
 HN0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0041'12.45 MI NW FROM FRY CANYON.
 HN0041'ABOUT 12.45 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST
 HN0041'OFFICE AT FRY CANYON, 100 YARDS SOUTH-SOUTHEAST OF THE SOUTH END OF A
 HN0041'LANDING STRIP (A WIDE PLACE IN THE ROAD), 99 FEET EAST-NORTHEAST OF A
 HN0041'GRAVEL ROAD WEST TO HEADQUARTERS OF THE BIG HORN URANIUM CORPORATION,
 HN0041'90 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE WEST
 HN0041'END OF A 30 X 35-FOOT HARD SANDSTONE OUTCROP, 32 FEET SOUTHWEST OF THE
 HN0041'CENTER OF A 10-FOOT DEEP WASH, 2 FEET NORTH OF A CAIRN, AND ABOUT 2
 HN0041'1/2 FEET LOWER THAN THE HIGHWAY.
 HN0041
 HN0041                          STATION RECOVERY (2004)
 HN0041
 HN0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 HN0041'STATION IS AT MILEPOST 59.5 OF PAVED ROUTE UT 95.  IT IS 11.9 HWY
 HN0041'MILES SE OF BRIDGE OVER COLORADO RIVER NEAR HITE.  ROAD TO FORMER
 HN0041'URANIUM MINE IS NUMBERED 2061.  THERE IS NO LANDING STRIP.  WASH HAS A
 HN0041'5 FIVE CULVERT UNDER HWY.  MARK IS ABOUT 10 FEET BELOW HWY.  CAIRN WAS
 HN0041'REBUILT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0065 ***********************************************************************
 HN0065  DESIGNATION -  B 116
 HN0065  PID         -  HN0065
 HN0065  STATE/COUNTY-  UT/SAN JUAN
 HN0065  COUNTRY     -  US
 HN0065  USGS QUAD   -  MOSS BACK BUTTE (2017)
 HN0065
 HN0065                         *CURRENT SURVEY CONTROL
 HN0065  ______________________________________________________________________
 HN0065* NAD 83(1986) POSITION- 37 35 52.     (N) 110 02 57.     (W)   SCALED
 HN0065* NAVD 88 ORTHO HEIGHT -  1825.028 (meters)     5987.61  (feet) ADJUSTED
 HN0065  ______________________________________________________________________
 HN0065  GEOID HEIGHT    -        -19.926 (meters)                     GEOID18
 HN0065  DYNAMIC HEIGHT  -       1822.902 (meters)     5980.64  (feet) COMP
 HN0065  MODELED GRAVITY -    979,400.3   (mgal)                       NAVD 88
 HN0065
 HN0065  VERT ORDER      -  FIRST     CLASS II
 HN0065
 HN0065.The horizontal coordinates were scaled from a map and have
 HN0065.an estimated accuracy of +/- 6 seconds.
 HN0065
 HN0065.The orthometric height was determined by differential leveling and
 HN0065.adjusted by the NATIONAL GEODETIC SURVEY
 HN0065.in June 1991.
 HN0065
 HN0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0065.GEOID18 height accuracy estimate available here.
 HN0065
 HN0065.Click photographs - Photos may exist for this station.
 HN0065
 HN0065.The dynamic height is computed by dividing the NAVD 88
 HN0065.geopotential number by the normal gravity value computed on the
 HN0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0065.degrees latitude (g = 980.6199 gals.).
 HN0065
 HN0065.The modeled gravity was interpolated from observed gravity values.
 HN0065
 HN0065;                    North         East    Units  Estimated Accuracy
 HN0065;SPC UT S     - 3,104,330.      628,110.      MT  (+/- 180 meters Scaled)
 HN0065
 HN0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG839616(NAD 83)
 HN0065
 HN0065                          SUPERSEDED SURVEY CONTROL
 HN0065
 HN0065  NGVD 29 (??/??/92) 1823.950  (m)         5984.08   (f) ADJ UNCH    1 2
 HN0065
 HN0065.Superseded values are not recommended for survey control.
 HN0065
 HN0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0065.See file dsdata.pdf to determine how the superseded data were derived.
 HN0065
 HN0065_MARKER: DB = BENCH MARK DISK
 HN0065_SETTING: 66 = SET IN ROCK OUTCROP
 HN0065_STAMPING: B 116 1958
 HN0065_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0065+STABILITY: POSITION/ELEVATION WELL
 HN0065
 HN0065  HISTORY     - Date     Condition        Report By
 HN0065  HISTORY     - 1958     MONUMENTED       CGS
 HN0065  HISTORY     - 1982     GOOD             USGS
 HN0065  HISTORY     - 1982     GOOD             USGS
 HN0065
 HN0065                          STATION DESCRIPTION
 HN0065
 HN0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0065'9.2 MI SE FROM FRY CANYON.
 HN0065'ABOUT 9.2 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0065'AT FRY CANYON, 90 FEET NORTH OF THE CENTER OF A SHORT CUT THAT IS AT
 HN0065'THE SUMMIT OF A RISE, 72 FEET NORTHEAST OF THE CENTER LINE OF THE
 HN0065'HIGHWAY, IN THE TOP OF A LARGE SLOPING OUTCROP, 27 FEET SOUTH OF THE
 HN0065'SOUTH POINT OF A 9-FOOT TRIANGULAR BOULDER, 3 FEET SOUTHEAST OF A
 HN0065'CAIRN AND ABOUT 5 FEET LOWER THAN THE HIGHWAY.
 HN0065
 HN0065                          STATION RECOVERY (1982)
 HN0065
 HN0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0065'ABOUT 8.75 MILES SOUTHEAST ALONG STATE HWY. 95 (BICENTENNIAL HWY.)
 HN0065'FROM THE POST OFFICE AT FRY CANYON, AT A SMALL GRAVELED AREA ON THE
 HN0065'NORTH SIDE OF THE HIGHWAY THAT IS AT THE SUMMIT OF A RISE, 99 FEET NE
 HN0065'OF THE CENTERLINE OF THE HIGHWAY, AND SET IN TOP OF A 1 LARGE SLOPING
 HN0065'ROCK OUTCROP.
 HN0065
 HN0065                          STATION RECOVERY (1982)
 HN0065
 HN0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0065'ABOUT 8.75 MILES SOUTHEAST ALONG STATE HWY. 95 (BICENTENNIAL HWY.)
 HN0065'FROM THE POST OFFICE AT FRY CANYON, AT A SMALL GRAVELED AREA ON THE
 HN0065'NORTH SIDE OF THE HIGHWAY THAT IS AT THE SUMMIT OF A RISE, 99 FEET NE
 HN0065'OF THE CENTERLINE OF THE HIGHWAY, AND SET IN TOP OF A 1 LARGE SLOPING
 HN0065'ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0291 ***********************************************************************
 HM0291  DESIGNATION -  B 117
 HM0291  PID         -  HM0291
 HM0291  STATE/COUNTY-  UT/SAN JUAN
 HM0291  COUNTRY     -  US
 HM0291  USGS QUAD   -  HOTEL ROCK (2017)
 HM0291
 HM0291                         *CURRENT SURVEY CONTROL
 HM0291  ______________________________________________________________________
 HM0291* NAD 83(1986) POSITION- 37 32 14.3    (N) 109 43 55.1    (W)   HD_HELD2
 HM0291* NAVD 88 ORTHO HEIGHT -  1812.788 (meters)     5947.46  (feet) ADJUSTED
 HM0291  ______________________________________________________________________
 HM0291  GEOID HEIGHT    -        -19.790 (meters)                     GEOID18
 HM0291  DYNAMIC HEIGHT  -       1810.687 (meters)     5940.56  (feet) COMP
 HM0291  MODELED GRAVITY -    979,406.2   (mgal)                       NAVD 88
 HM0291
 HM0291  VERT ORDER      -  FIRST     CLASS II
 HM0291
 HM0291.The horizontal coordinates were established by autonomous hand held GPS
 HM0291.observations and have an estimated accuracy of +/- 10 meters.
 HM0291
 HM0291.The orthometric height was determined by differential leveling and
 HM0291.adjusted by the NATIONAL GEODETIC SURVEY
 HM0291.in June 1991.
 HM0291
 HM0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0291.GEOID18 height accuracy estimate available here.
 HM0291
 HM0291.Click photographs - Photos may exist for this station.
 HM0291
 HM0291.The dynamic height is computed by dividing the NAVD 88
 HM0291.geopotential number by the normal gravity value computed on the
 HM0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0291.degrees latitude (g = 980.6199 gals.).
 HM0291
 HM0291.The modeled gravity was interpolated from observed gravity values.
 HM0291
 HM0291;                    North         East    Units  Estimated Accuracy
 HM0291;SPC UT S     - 3,098,103.      656,245.      MT  (+/- 10 meters HH2 GPS)
 HM0291
 HM0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG1202755235(NAD 83)
 HM0291
 HM0291                          SUPERSEDED SURVEY CONTROL
 HM0291
 HM0291  NGVD 29 (??/??/92) 1811.736  (m)         5944.00   (f) ADJ UNCH    1 2
 HM0291
 HM0291.Superseded values are not recommended for survey control.
 HM0291
 HM0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0291.See file dsdata.pdf to determine how the superseded data were derived.
 HM0291
 HM0291_MARKER: DB = BENCH MARK DISK
 HM0291_SETTING: 66 = SET IN ROCK OUTCROP
 HM0291_STAMPING: B 117 1958
 HM0291_MARK LOGO: CGS
 HM0291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0291+STABILITY: POSITION/ELEVATION WELL
 HM0291
 HM0291  HISTORY     - Date     Condition        Report By
 HM0291  HISTORY     - 1958     MONUMENTED       CGS
 HM0291  HISTORY     - 1959     GOOD             CGS
 HM0291
 HM0291                          STATION DESCRIPTION
 HM0291
 HM0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0291'23.15 MI W FROM BLANDING.
 HM0291'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0291'BLANDING, THENCE 19.25 MILES WEST ALONG STATE HIGHWAY 95, AT THE
 HM0291'CROSSING OF MULE CANYON, 65 YARDS NORTH OF THE CROSSING OF A WASH, ON
 HM0291'THE OUTSIDE OF A U CURVE, SET VERTICALLY IN THE SOUTHWEST FACE OF A
 HM0291'HIGH SANDSTONE BLUFF, 42 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 HM0291'8 FEET NORTHWEST OF A WITNESS POST AND ABOUT 3 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0265 ***********************************************************************
 MR0265  DESIGNATION -  B 12
 MR0265  PID         -  MR0265
 MR0265  STATE/COUNTY-  UT/RICH
 MR0265  COUNTRY     -  US
 MR0265  USGS QUAD   -  RANDOLPH (2017)
 MR0265
 MR0265                         *CURRENT SURVEY CONTROL
 MR0265  ______________________________________________________________________
 MR0265* NAD 83(1986) POSITION- 41 44 33.74   (N) 111 09 09.77   (W)   HD_HELD1
 MR0265* NAVD 88 ORTHO HEIGHT -  1918.469 (meters)     6294.18  (feet) ADJUSTED
 MR0265  ______________________________________________________________________
 MR0265  GEOID HEIGHT    -        -14.708 (meters)                     GEOID18
 MR0265  DYNAMIC HEIGHT  -       1916.870 (meters)     6288.93  (feet) COMP
 MR0265  MODELED GRAVITY -    979,721.0   (mgal)                       NAVD 88
 MR0265
 MR0265  VERT ORDER      -  SECOND    CLASS 0
 MR0265
 MR0265.The horizontal coordinates were determined by differentially corrected
 MR0265.hand held GPS observations or other comparable positioning techniques
 MR0265.and have an estimated accuracy of +/- 3 meters.
 MR0265
 MR0265.The orthometric height was determined by differential leveling and
 MR0265.adjusted by the NATIONAL GEODETIC SURVEY
 MR0265.in June 1991.
 MR0265
 MR0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0265.GEOID18 height accuracy estimate available here.
 MR0265
 MR0265.Click photographs - Photos may exist for this station.
 MR0265
 MR0265.The dynamic height is computed by dividing the NAVD 88
 MR0265.geopotential number by the normal gravity value computed on the
 MR0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0265.degrees latitude (g = 980.6199 gals.).
 MR0265
 MR0265.The modeled gravity was interpolated from observed gravity values.
 MR0265
 MR0265;                    North         East    Units  Estimated Accuracy
 MR0265;SPC UT N     - 1,156,573.3     528,888.3     MT  (+/- 3 meters HH1 GPS) 
 MR0265
 MR0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM8730121221(NAD 83)
 MR0265
 MR0265                          SUPERSEDED SURVEY CONTROL
 MR0265
 MR0265  NGVD 29 (??/??/92) 1917.174  (m)         6289.93   (f) ADJ UNCH    2 0
 MR0265
 MR0265.Superseded values are not recommended for survey control.
 MR0265
 MR0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0265.See file dsdata.pdf to determine how the superseded data were derived.
 MR0265
 MR0265_MARKER: P = PIPE CAP
 MR0265_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MR0265_STAMPING: 6287 B 1909 12
 MR0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0265
 MR0265  HISTORY     - Date     Condition        Report By
 MR0265  HISTORY     - 1909     MONUMENTED       USGS
 MR0265  HISTORY     - 1934     GOOD             CGS
 MR0265
 MR0265                          STATION DESCRIPTION
 MR0265
 MR0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0265'6.1 MI N FROM RANDOLPH.
 MR0265'6.1 MILES NORTH ALONG STATE HIGHWAY 3 FROM RANDOLPH, ABOUT 300 FEET
 MR0265'NORTH OF THE GATE TO THE ED. PORTER RANCH HOUSE EAST OF THE HIGHWAY,
 MR0265'AND IN LINE WITH A FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 MR0265'CAP AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0103 ***********************************************************************
 JN0103  DESIGNATION -  B 12
 JN0103  PID         -  JN0103
 JN0103  STATE/COUNTY-  UT/WAYNE
 JN0103  COUNTRY     -  US
 JN0103  USGS QUAD   -  TOWN POINT (2017)
 JN0103
 JN0103                         *CURRENT SURVEY CONTROL
 JN0103  ______________________________________________________________________
 JN0103* NAD 83(1986) POSITION- 38 21 47.9    (N) 110 55 29.4    (W)   HD_HELD2
 JN0103* NAVD 88 ORTHO HEIGHT -  1374.786 (meters)     4510.44  (feet) ADJUSTED
 JN0103  ______________________________________________________________________
 JN0103  GEOID HEIGHT    -        -20.006 (meters)                     GEOID18
 JN0103  DYNAMIC HEIGHT  -       1373.368 (meters)     4505.79  (feet) COMP
 JN0103  MODELED GRAVITY -    979,549.9   (mgal)                       NAVD 88
 JN0103
 JN0103  VERT ORDER      -  FIRST     CLASS II
 JN0103
 JN0103.The horizontal coordinates were established by autonomous hand held GPS
 JN0103.observations and have an estimated accuracy of +/- 10 meters.
 JN0103
 JN0103.The orthometric height was determined by differential leveling and
 JN0103.adjusted by the NATIONAL GEODETIC SURVEY
 JN0103.in June 1991.
 JN0103
 JN0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0103.GEOID18 height accuracy estimate available here.
 JN0103
 JN0103.Click photographs - Photos may exist for this station.
 JN0103
 JN0103.The dynamic height is computed by dividing the NAVD 88
 JN0103.geopotential number by the normal gravity value computed on the
 JN0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0103.degrees latitude (g = 980.6199 gals.).
 JN0103
 JN0103.The modeled gravity was interpolated from observed gravity values.
 JN0103
 JN0103;                    North         East    Units  Estimated Accuracy
 JN0103;SPC UT S     - 3,188,460.      550,268.      MT  (+/- 10 meters HH2 GPS)
 JN0103
 JN0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH0656646128(NAD 83)
 JN0103
 JN0103                          SUPERSEDED SURVEY CONTROL
 JN0103
 JN0103  NGVD 29 (??/??/92) 1373.732  (m)         4506.99   (f) ADJ UNCH    1 2
 JN0103
 JN0103.Superseded values are not recommended for survey control.
 JN0103
 JN0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0103.See file dsdata.pdf to determine how the superseded data were derived.
 JN0103
 JN0103_MARKER: DB = BENCH MARK DISK
 JN0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0103_STAMPING: ELEV 4506.986 FT B 12 1921
 JN0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0103+STABILITY: SURFACE MOTION
 JN0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0103+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2009
 JN0103
 JN0103  HISTORY     - Date     Condition        Report By
 JN0103  HISTORY     - 1921     MONUMENTED       CGS
 JN0103  HISTORY     - 1958     GOOD             CGS
 JN0103  HISTORY     - 20091228 GOOD             GEOCAC
 JN0103
 JN0103                          STATION DESCRIPTION
 JN0103
 JN0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0103'14.15 MI W FROM HANKSVILLE.
 JN0103'14.15 MILES WEST ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0103'HANKSVILLE, 5.8 MILES NORTHEAST OF THE ABANDONED SCHOOLHOUSE AT
 JN0103'CAINVILLE, 0.55 MILE NORTHEAST OF AN ABANDONED CABIN, 0.15 MILE
 JN0103'SOUTHWEST OF THE CROSSING OF A 36-INCH PIPE CULVERT, AT A BARREN FLAT,
 JN0103'ABOUT 50 YARDS SOUTHWEST OF A ROUND KNOLL WHICH PROJECTS ABOUT 50 FEET
 JN0103'ABOVE THE HIGHWAY, 59 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JN0103'HIGHWAY, 56 FEET EAST OF THE CENTER OF A SMALL WASH, 2.0 FEET
 JN0103'NORTHWEST OF A WITNESS POST WHICH IS SET IN THE CENTER OF A CARIN,
 JN0103'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JN0103'WITH THE GROUND.
 JN0103
 JN0103                          STATION RECOVERY (2009)
 JN0103
 JN0103'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JN0103'THIS STATION IS IN WAYNE COUNTY, UTAH
 JN0103'INSERT 'ABANDONED' TWICE INTO THE 1958 DESCRIPTION SO THAT IT READS
 JN0103'THUS----ABOUT 50 YARDS SOUTHWEST OF A ROUND KNOLL WHICH PROJECTS ABOUT
 JN0103'50 FEET ABOVE THE ABANDONED HIGHWAY, 59 FEET SOUTHEAST OF THE CENTER
 JN0103'LINE OF THE ABANDONED HIGHWAY--
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0516 ***********************************************************************
 LO0516  DESIGNATION -  B 121
 LO0516  PID         -  LO0516
 LO0516  STATE/COUNTY-  UT/UTAH
 LO0516  COUNTRY     -  US
 LO0516  USGS QUAD   -  PROVO (2017)
 LO0516
 LO0516                         *CURRENT SURVEY CONTROL
 LO0516  ______________________________________________________________________
 LO0516* NAD 83(1986) POSITION- 40 13 45.     (N) 111 42 12.     (W)   SCALED
 LO0516* NAVD 88 ORTHO HEIGHT -  1372.295 (meters)     4502.27  (feet) ADJUSTED
 LO0516  ______________________________________________________________________
 LO0516  GEOID HEIGHT    -        -17.334 (meters)                     GEOID18
 LO0516  DYNAMIC HEIGHT  -       1371.083 (meters)     4498.29  (feet) COMP
 LO0516  MODELED GRAVITY -    979,695.6   (mgal)                       NAVD 88
 LO0516
 LO0516  VERT ORDER      -  SECOND    CLASS 0
 LO0516
 LO0516.The horizontal coordinates were scaled from a map and have
 LO0516.an estimated accuracy of +/- 6 seconds.
 LO0516
 LO0516.The orthometric height was determined by differential leveling and
 LO0516.adjusted by the NATIONAL GEODETIC SURVEY
 LO0516.in June 1991.
 LO0516
 LO0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0516.GEOID18 height accuracy estimate available here.
 LO0516
 LO0516.Click photographs - Photos may exist for this station.
 LO0516
 LO0516.The dynamic height is computed by dividing the NAVD 88
 LO0516.geopotential number by the normal gravity value computed on the
 LO0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0516.degrees latitude (g = 980.6199 gals.).
 LO0516
 LO0516.The modeled gravity was interpolated from observed gravity values.
 LO0516
 LO0516;                    North         East    Units  Estimated Accuracy
 LO0516;SPC UT C     - 2,210,500.      482,700.      MT  (+/- 180 meters Scaled)
 LO0516
 LO0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK401534(NAD 83)
 LO0516
 LO0516                          SUPERSEDED SURVEY CONTROL
 LO0516
 LO0516  NGVD 29 (??/??/92) 1371.276  (m)         4498.93   (f) ADJ UNCH    2 0
 LO0516
 LO0516.Superseded values are not recommended for survey control.
 LO0516
 LO0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0516.See file dsdata.pdf to determine how the superseded data were derived.
 LO0516
 LO0516_MARKER: DB = BENCH MARK DISK
 LO0516_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0516_SP_SET: FLOOD GATE
 LO0516_STAMPING: B 121 1960
 LO0516_MARK LOGO: CGS
 LO0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0516+STABILITY: SURFACE MOTION
 LO0516
 LO0516  HISTORY     - Date     Condition        Report By
 LO0516  HISTORY     - 1960     MONUMENTED       CGS
 LO0516
 LO0516                          STATION DESCRIPTION
 LO0516
 LO0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LO0516'2.4 MI W FROM PROVO.
 LO0516'TO REACH FROM THE INTERSECTION OF UNIVERSITY AVE. AND CENTER STREET IN
 LO0516'PROVO, GO WEST ON CENTER ST. FOR 2.4 MILES TO SIDE ROAD SOUTH (LEFT).
 LO0516'THENCE SOUTH 0.3 TO T ROAD INTERSECTION.  THENCE EAST AND SOUTH ON
 LO0516'MAIN ROAD 0.1 MILE TO WHERE DITCH CROSSES ROAD AND MARK ON THE RIGHT.
 LO0516'12 FT. WEST OF CL OF ROAD.  10 FT. ESE OF A LARGE WILLOW TREE. A
 LO0516'STANDARD BENCH MARK DISK IN DRILL HOLE IN EAST END OF SMALL CONCRETE
 LO0516'FLOOD GATE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0517 ***********************************************************************
 LO0517  DESIGNATION -  B 121 RESET
 LO0517  PID         -  LO0517
 LO0517  STATE/COUNTY-  UT/UTAH
 LO0517  COUNTRY     -  US
 LO0517  USGS QUAD   -  PROVO (2017)
 LO0517
 LO0517                         *CURRENT SURVEY CONTROL
 LO0517  ______________________________________________________________________
 LO0517* NAD 83(1986) POSITION- 40 13 47.8    (N) 111 42 12.8    (W)   HD_HELD2
 LO0517* NAVD 88 ORTHO HEIGHT -  1372.42  (+/-2cm)     4502.7   (feet) VERTCON3
 LO0517  ______________________________________________________________________
 LO0517  GEOID HEIGHT    -        -17.332 (meters)                     GEOID18
 LO0517  VERT ORDER      -  THIRD (See Below)
 LO0517
 LO0517.The horizontal coordinates were established by autonomous hand held GPS
 LO0517.observations and have an estimated accuracy of +/- 10 meters.
 LO0517
 LO0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0517
 LO0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0517.GEOID18 height accuracy estimate available here.
 LO0517
 LO0517.The vertical order pertains to the NGVD 29 superseded value.
 LO0517
 LO0517.Click photographs - Photos may exist for this station.
 LO0517
 LO0517;                    North         East    Units  Estimated Accuracy
 LO0517;SPC UT C     - 2,210,581.      482,677.      MT  (+/- 10 meters HH2 GPS)
 LO0517
 LO0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4014653516(NAD 83)
 LO0517
 LO0517                          SUPERSEDED SURVEY CONTROL
 LO0517
 LO0517  NGVD 29 (??/??/??) 1371.39   (m)         4499.3    (f) RESET       3  
 LO0517
 LO0517.Superseded values are not recommended for survey control.
 LO0517
 LO0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0517.See file dsdata.pdf to determine how the superseded data were derived.
 LO0517
 LO0517_MARKER: DB = BENCH MARK DISK
 LO0517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0517_SP_SET: FOUNDATION
 LO0517_STAMPING: B 121 A
 LO0517_MARK LOGO: BOR
 LO0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0517
 LO0517  HISTORY     - Date     Condition        Report By
 LO0517  HISTORY     - 1963     MONUMENTED       BOR
 LO0517  HISTORY     - 1963     GOOD             CGS
 LO0517
 LO0517                          STATION DESCRIPTION
 LO0517
 LO0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LO0517'2.05 MI W FROM PROVO.
 LO0517'FROM FIFTH WEST AND CENTER IN PROVO, GO WEST ALONG CENTER STREET FOR
 LO0517'2.05 MILES.  TURN LEFT AND GO SOUTH 0.25 MILE TO INTERSECTION, AND SET
 LO0517'IN NORTHEAST CORNER OF A CONCRETE FOUNDATION OF A COWSHED, 50 FEET
 LO0517'SOUTHWEST OF INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0266 ***********************************************************************
 HO0266  DESIGNATION -  B 123
 HO0266  PID         -  HO0266
 HO0266  STATE/COUNTY-  UT/WASHINGTON
 HO0266  COUNTRY     -  US
 HO0266  USGS QUAD   -  WASHINGTON (2017)
 HO0266
 HO0266                         *CURRENT SURVEY CONTROL
 HO0266  ______________________________________________________________________
 HO0266* NAD 83(1986) POSITION- 37 09 02.07   (N) 113 34 01.98   (W)   HD_HELD1
 HO0266* NAVD 88 ORTHO HEIGHT -  1030.647 (meters)     3381.38  (feet) ADJUSTED
 HO0266  ______________________________________________________________________
 HO0266  GEOID HEIGHT    -        -24.371 (meters)                     GEOID18
 HO0266  DYNAMIC HEIGHT  -       1029.574 (meters)     3377.86  (feet) COMP
 HO0266  MODELED GRAVITY -    979,555.1   (mgal)                       NAVD 88
 HO0266
 HO0266  VERT ORDER      -  SECOND    CLASS 0
 HO0266
 HO0266.The horizontal coordinates were determined by differentially corrected
 HO0266.hand held GPS observations or other comparable positioning techniques
 HO0266.and have an estimated accuracy of +/- 3 meters.
 HO0266
 HO0266.The orthometric height was determined by differential leveling and
 HO0266.adjusted by the NATIONAL GEODETIC SURVEY
 HO0266.in June 1991.
 HO0266
 HO0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0266.GEOID18 height accuracy estimate available here.
 HO0266
 HO0266.Click photographs - Photos may exist for this station.
 HO0266
 HO0266.The dynamic height is computed by dividing the NAVD 88
 HO0266.geopotential number by the normal gravity value computed on the
 HO0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0266.degrees latitude (g = 980.6199 gals.).
 HO0266
 HO0266.The modeled gravity was interpolated from observed gravity values.
 HO0266
 HO0266;                    North         East    Units  Estimated Accuracy
 HO0266;SPC UT S     - 3,055,735.6     316,369.8     MT  (+/- 3 meters HH1 GPS) 
 HO0266
 HO0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG7200914662(NAD 83)
 HO0266
 HO0266                          SUPERSEDED SURVEY CONTROL
 HO0266
 HO0266  NGVD 29 (??/??/92) 1029.757  (m)         3378.46   (f) ADJ UNCH    2 0
 HO0266
 HO0266.Superseded values are not recommended for survey control.
 HO0266
 HO0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0266.See file dsdata.pdf to determine how the superseded data were derived.
 HO0266
 HO0266_MARKER: DB = BENCH MARK DISK
 HO0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0266_STAMPING: B 123 1934
 HO0266_MARK LOGO: CGS
 HO0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0266+STABILITY: SURFACE MOTION
 HO0266
 HO0266  HISTORY     - Date     Condition        Report By
 HO0266  HISTORY     - 1934     MONUMENTED       CGS
 HO0266
 HO0266                          STATION DESCRIPTION
 HO0266
 HO0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0266'1.7 MI NE FROM ST GEORGE.
 HO0266'1.7 MILES NORTHEAST ALONG U. S. HIGHWAY 91 FROM THE COURTHOUSE AT ST.
 HO0266'GEORGE, WASHINGTON COUNTY, THENCE 2.7 MILES NORTH ALONG THE 1934 ROUTE
 HO0266'OF STATE HIGHWAY 18.  0.4 MILE SOUTHWEST OF THE BASE OF A LARGE
 HO0266'STORAGE DAM, 300 YARDS EAST OF A LAVA BUTTE, 300 YARDS WEST OF ANOTHER
 HO0266'LAVA BUTTE, 70 FEET EAST OF A DIRT-COVERED CONCRETE WATER PIPE, AND 25
 HO0266'FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY.  A STANDARD DISK,
 HO0266'STAMPED B 123 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0434 ***********************************************************************
 MR0434  DESIGNATION -  B 125
 MR0434  PID         -  MR0434
 MR0434  STATE/COUNTY-  UT/BOX ELDER
 MR0434  COUNTRY     -  US
 MR0434  USGS QUAD   -  MANTUA (2017)
 MR0434
 MR0434                         *CURRENT SURVEY CONTROL
 MR0434  ______________________________________________________________________
 MR0434* NAD 83(1986) POSITION- 41 29 53.     (N) 111 57 22.     (W)   SCALED
 MR0434* NAVD 88 ORTHO HEIGHT -  1541.622 (meters)     5057.80  (feet) ADJUSTED
 MR0434  ______________________________________________________________________
 MR0434  GEOID HEIGHT    -        -15.776 (meters)                     GEOID18
 MR0434  DYNAMIC HEIGHT  -       1540.460 (meters)     5053.99  (feet) COMP
 MR0434  MODELED GRAVITY -    979,815.5   (mgal)                       NAVD 88
 MR0434
 MR0434  VERT ORDER      -  SECOND    CLASS 0
 MR0434
 MR0434.The horizontal coordinates were scaled from a map and have
 MR0434.an estimated accuracy of +/- 6 seconds.
 MR0434
 MR0434.The orthometric height was determined by differential leveling and
 MR0434.adjusted by the NATIONAL GEODETIC SURVEY
 MR0434.in June 1991.
 MR0434
 MR0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0434.GEOID18 height accuracy estimate available here.
 MR0434
 MR0434.Click photographs - Photos may exist for this station.
 MR0434
 MR0434.The dynamic height is computed by dividing the NAVD 88
 MR0434.geopotential number by the normal gravity value computed on the
 MR0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0434.degrees latitude (g = 980.6199 gals.).
 MR0434
 MR0434.The modeled gravity was interpolated from observed gravity values.
 MR0434
 MR0434;                    North         East    Units  Estimated Accuracy
 MR0434;SPC UT N     - 1,129,440.      461,920.      MT  (+/- 180 meters Scaled)
 MR0434
 MR0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL201944(NAD 83)
 MR0434
 MR0434                          SUPERSEDED SURVEY CONTROL
 MR0434
 MR0434  NGVD 29 (??/??/92) 1540.574  (m)         5054.37   (f) ADJ UNCH    2 0
 MR0434
 MR0434.Superseded values are not recommended for survey control.
 MR0434
 MR0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0434.See file dsdata.pdf to determine how the superseded data were derived.
 MR0434
 MR0434_MARKER: DB = BENCH MARK DISK
 MR0434_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0434_SP_SET: BRIDGE
 MR0434_STAMPING: B 125 1934
 MR0434_MARK LOGO: CGS
 MR0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0434
 MR0434  HISTORY     - Date     Condition        Report By
 MR0434  HISTORY     - 1934     MONUMENTED       CGS
 MR0434
 MR0434                          STATION DESCRIPTION
 MR0434
 MR0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0434'3.5 MI E FROM BRIGHAM.
 MR0434'3.5 MILES EAST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE AT BRIGHAM,
 MR0434'BOX ELDER COUNTY, AT THE OUTSIDE OF A SHARP CURVE, 270 FEET WEST OF
 MR0434'THE ENTRANCE TO THE TOURIST PARK CAMPGROUNDS, 180 FEET NORTHEAST OF
 MR0434'THE NORTHEAST END OF THE ARCH OF AN ABANDONED HIGHWAY BRIDGE AT A
 MR0434'HIGHWAY BRIDGE, IN THE TOP OF THE NORTH HEAD WALL, 8 FEET NORTH OF THE
 MR0434'GUARD RAIL AND 21 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0467 ***********************************************************************
 MR0467  DESIGNATION -  B 126
 MR0467  PID         -  MR0467
 MR0467  STATE/COUNTY-  UT/CACHE
 MR0467  COUNTRY     -  US
 MR0467  USGS QUAD   -  TONY GROVE CREEK (2017)
 MR0467
 MR0467                         *CURRENT SURVEY CONTROL
 MR0467  ______________________________________________________________________
 MR0467* NAD 83(1986) POSITION- 41 53 55.     (N) 111 33 52.     (W)   SCALED
 MR0467* NAVD 88 ORTHO HEIGHT -  1935.897 (meters)     6351.36  (feet) ADJUSTED
 MR0467  ______________________________________________________________________
 MR0467  GEOID HEIGHT    -        -14.238 (meters)                     GEOID18
 MR0467  DYNAMIC HEIGHT  -       1934.294 (meters)     6346.10  (feet) COMP
 MR0467  MODELED GRAVITY -    979,725.9   (mgal)                       NAVD 88
 MR0467
 MR0467  VERT ORDER      -  SECOND    CLASS 0
 MR0467
 MR0467.The horizontal coordinates were scaled from a map and have
 MR0467.an estimated accuracy of +/- 6 seconds.
 MR0467
 MR0467.The orthometric height was determined by differential leveling and
 MR0467.adjusted by the NATIONAL GEODETIC SURVEY
 MR0467.in June 1991.
 MR0467
 MR0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0467.GEOID18 height accuracy estimate available here.
 MR0467
 MR0467.Click photographs - Photos may exist for this station.
 MR0467
 MR0467.The dynamic height is computed by dividing the NAVD 88
 MR0467.geopotential number by the normal gravity value computed on the
 MR0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0467.degrees latitude (g = 980.6199 gals.).
 MR0467
 MR0467.The modeled gravity was interpolated from observed gravity values.
 MR0467
 MR0467;                    North         East    Units  Estimated Accuracy
 MR0467;SPC UT N     - 1,173,830.      494,650.      MT  (+/- 180 meters Scaled)
 MR0467
 MR0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM531386(NAD 83)
 MR0467
 MR0467                          SUPERSEDED SURVEY CONTROL
 MR0467
 MR0467  NGVD 29 (??/??/92) 1934.624  (m)         6347.18   (f) ADJ UNCH    2 0
 MR0467
 MR0467.Superseded values are not recommended for survey control.
 MR0467
 MR0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0467.See file dsdata.pdf to determine how the superseded data were derived.
 MR0467
 MR0467_MARKER: DB = BENCH MARK DISK
 MR0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0467_STAMPING: B 126 1934
 MR0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0467+STABILITY: SURFACE MOTION
 MR0467
 MR0467  HISTORY     - Date     Condition        Report By
 MR0467  HISTORY     - 1934     MONUMENTED       CGS
 MR0467  HISTORY     - 1968     MARK NOT FOUND   CGS
 MR0467
 MR0467                          STATION DESCRIPTION
 MR0467
 MR0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0467'22.9 MI NE FROM LOGAN.
 MR0467'ABOUT 22.9 MILES NORTHEAST ALONG U.S. HIGHWAY 89 FROM THE JUNIOR HIGH
 MR0467'SCHOOL AT LOGAN, CACHE COUNTY, ABOUT 0.8 MILE NORTH OF THE TONY GROVE
 MR0467'RANGER STATION, ABOUT 0.2 MILE NORTH OF A WOODEN BRIDGE, 27 FEET NORTH
 MR0467'OF THE CENTER LINE OF THE ROAD LEADING TO THE RED BANKS CAMP, 62 FEET
 MR0467'NORTHEAST OF THE CATTLE GUARD IN THE RED BANKS CAMP FENCE, 7 FEET WEST
 MR0467'OF THE CAMP SIGNBOARD, 25 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 MR0467'AND 6 FEET NORTH OF A 4.5-FOOT ROUNDED BOULDER.  A STANDARD DISK,
 MR0467'STAMPED B 126 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MR0467
 MR0467                          STATION RECOVERY (1968)
 MR0467
 MR0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MR0467'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0363 ***********************************************************************
 LN0363  DESIGNATION -  B 127
 LN0363  PID         -  LN0363
 LN0363  STATE/COUNTY-  UT/DAGGETT
 LN0363  COUNTRY     -  US
 LN0363  USGS QUAD   -  JESSEN BUTTE (2017)
 LN0363
 LN0363                         *CURRENT SURVEY CONTROL
 LN0363  ______________________________________________________________________
 LN0363* NAD 83(1986) POSITION- 40 58 43.     (N) 109 48 19.     (W)   SCALED
 LN0363* NAVD 88 ORTHO HEIGHT -  2178.074 (meters)     7145.90  (feet) ADJUSTED
 LN0363  ______________________________________________________________________
 LN0363  GEOID HEIGHT    -        -13.865 (meters)                     GEOID18
 LN0363  DYNAMIC HEIGHT  -       2176.003 (meters)     7139.10  (feet) COMP
 LN0363  MODELED GRAVITY -    979,595.0   (mgal)                       NAVD 88
 LN0363
 LN0363  VERT ORDER      -  SECOND    CLASS 0
 LN0363
 LN0363.The horizontal coordinates were scaled from a map and have
 LN0363.an estimated accuracy of +/- 6 seconds.
 LN0363
 LN0363.The orthometric height was determined by differential leveling and
 LN0363.adjusted by the NATIONAL GEODETIC SURVEY
 LN0363.in June 1991.
 LN0363
 LN0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0363.GEOID18 height accuracy estimate available here.
 LN0363
 LN0363.Click photographs - Photos may exist for this station.
 LN0363
 LN0363.The dynamic height is computed by dividing the NAVD 88
 LN0363.geopotential number by the normal gravity value computed on the
 LN0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0363.degrees latitude (g = 980.6199 gals.).
 LN0363
 LN0363.The modeled gravity was interpolated from observed gravity values.
 LN0363
 LN0363;                    North         East    Units  Estimated Accuracy
 LN0363;SPC UT N     - 1,073,050.      642,620.      MT  (+/- 180 meters Scaled)
 LN0363
 LN0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL005370(NAD 83)
 LN0363
 LN0363                          SUPERSEDED SURVEY CONTROL
 LN0363
 LN0363  NGVD 29 (??/??/92) 2176.706  (m)         7141.41   (f) ADJ UNCH    2 0
 LN0363
 LN0363.Superseded values are not recommended for survey control.
 LN0363
 LN0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0363.See file dsdata.pdf to determine how the superseded data were derived.
 LN0363
 LN0363_MARKER: DB = BENCH MARK DISK
 LN0363_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LN0363_STAMPING: B 127 1934
 LN0363_MARK LOGO: CGS
 LN0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0363
 LN0363  HISTORY     - Date     Condition        Report By
 LN0363  HISTORY     - 1934     MONUMENTED       CGS
 LN0363  HISTORY     - 1964     MARK NOT FOUND   USGS
 LN0363
 LN0363                          STATION DESCRIPTION
 LN0363
 LN0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0363'4.5 MI W FROM MANILA.
 LN0363'4.5 MILES WEST ALONG THE ROAD LEADING TO MCKINNON FROM THE COUNTY
 LN0363'COURTHOUSE AT MANILA, DAGGETT COUNTY, 500 FEET EAST OF A CURVE, 355
 LN0363'FEET WEST OF A FENCE CORNER ON THE NORTH SIDE OF THE ROAD, 56 FEET
 LN0363'SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 4-1/2 FEET HIGHER THAN
 LN0363'THE ROAD.  A STANDARD DISK, STAMPED B 127 1934 AND SET IN THE TOP OF A
 LN0363'CONCRETE POST.
 LN0363
 LN0363                          STATION RECOVERY (1964)
 LN0363
 LN0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LN0363'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0330 ***********************************************************************
 HN0330  DESIGNATION -  B 13
 HN0330  PID         -  HN0330
 HN0330  STATE/COUNTY-  UT/GARFIELD
 HN0330  COUNTRY     -  US
 HN0330  USGS QUAD   -  HALL MESA (2017)
 HN0330
 HN0330                         *CURRENT SURVEY CONTROL
 HN0330  ______________________________________________________________________
 HN0330* NAD 83(1986) POSITION- 37 35 45.     (N) 110 52 02.     (W)   SCALED
 HN0330* NAVD 88 ORTHO HEIGHT -  1183.251 (meters)     3882.05  (feet) POSTED
 HN0330  ______________________________________________________________________
 HN0330  GEOID HEIGHT    -        -21.937 (meters)                     GEOID18
 HN0330  DYNAMIC HEIGHT  -       1181.89  (meters)     3877.6   (feet) COMP
 HN0330  MODELED GRAVITY -    979,445.7   (mgal)                       NAVD 88
 HN0330
 HN0330  VERT ORDER      -  * POSTED, SEE BELOW
 HN0330
 HN0330.The horizontal coordinates were scaled from a map and have
 HN0330.an estimated accuracy of +/- 6 seconds.
 HN0330
 HN0330.The orthometric height was determined by differential leveling
 HN0330.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0330
 HN0330.* This is a POSTED BENCH MARK height.
 HN0330
 HN0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0330.GEOID18 height accuracy estimate available here.
 HN0330
 HN0330.Click photographs - Photos may exist for this station.
 HN0330
 HN0330.The dynamic height is computed by dividing the NAVD 88
 HN0330.geopotential number by the normal gravity value computed on the
 HN0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0330.degrees latitude (g = 980.6199 gals.).
 HN0330
 HN0330.The modeled gravity was interpolated from observed gravity values.
 HN0330
 HN0330;                    North         East    Units  Estimated Accuracy
 HN0330;SPC UT S     - 3,103,310.      555,880.      MT  (+/- 180 meters Scaled)
 HN0330
 HN0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG117609(NAD 83)
 HN0330
 HN0330                          SUPERSEDED SURVEY CONTROL
 HN0330
 HN0330  NGVD 29 (??/??/92) 1182.149  (m)         3878.43   (f) ADJ UNCH    1 2
 HN0330
 HN0330.Superseded values are not recommended for survey control.
 HN0330
 HN0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0330.See file dsdata.pdf to determine how the superseded data were derived.
 HN0330
 HN0330_MARKER: DB = BENCH MARK DISK
 HN0330_SETTING: 66 = SET IN ROCK OUTCROP
 HN0330_STAMPING: B 13 1921
 HN0330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0330+STABILITY: POSITION/ELEVATION WELL
 HN0330
 HN0330  HISTORY     - Date     Condition        Report By
 HN0330  HISTORY     - 1921     MONUMENTED       CGS
 HN0330
 HN0330                          STATION DESCRIPTION
 HN0330
 HN0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 HN0330'6.25 MI N FROM BAKER RANCH.
 HN0330'6-1/4 MILES NORTH OF BAKER RANCH, KANE COUNTY, 1-1/2 MILES SOUTH OF
 HN0330'THE POINT WHERE HALL CREEK LEAVES WATER POCKET REEF CANYON, 1/4 MILE
 HN0330'SOUTH OF A SHARP BEND IN THE CREEK TO THE LEFT, 200 FEET WEST OF THE
 HN0330'CENTERLINE OF THE CREEK, IN RED SANDSTONE ROCK, NEAR A CAIRN, AND
 HN0330'ABOUT 3 FEET ABOVE THE TABLE.  A STANDARD DISK, STAMPED B 13 1921.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0211 ***********************************************************************
 KN0211  DESIGNATION -  B 132
 KN0211  PID         -  KN0211
 KN0211  STATE/COUNTY-  UT/SANPETE
 KN0211  COUNTRY     -  US
 KN0211  USGS QUAD   -  FAIRVIEW (2017)
 KN0211
 KN0211                         *CURRENT SURVEY CONTROL
 KN0211  ______________________________________________________________________
 KN0211* NAD 83(1986) POSITION- 39 38 56.     (N) 111 24 07.     (W)   SCALED
 KN0211* NAVD 88 ORTHO HEIGHT -  2051.925 (meters)     6732.02  (feet) ADJUSTED
 KN0211  ______________________________________________________________________
 KN0211  GEOID HEIGHT    -        -16.566 (meters)                     GEOID18
 KN0211  DYNAMIC HEIGHT  -       2049.793 (meters)     6725.03  (feet) COMP
 KN0211  MODELED GRAVITY -    979,514.1   (mgal)                       NAVD 88
 KN0211
 KN0211  VERT ORDER      -  SECOND    CLASS 0
 KN0211
 KN0211.The horizontal coordinates were scaled from a map and have
 KN0211.an estimated accuracy of +/- 6 seconds.
 KN0211
 KN0211.The orthometric height was determined by differential leveling and
 KN0211.adjusted by the NATIONAL GEODETIC SURVEY
 KN0211.in June 1991.
 KN0211
 KN0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0211.GEOID18 height accuracy estimate available here.
 KN0211
 KN0211.Click photographs - Photos may exist for this station.
 KN0211
 KN0211.The dynamic height is computed by dividing the NAVD 88
 KN0211.geopotential number by the normal gravity value computed on the
 KN0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0211.degrees latitude (g = 980.6199 gals.).
 KN0211
 KN0211.The modeled gravity was interpolated from observed gravity values.
 KN0211
 KN0211;                    North         East    Units  Estimated Accuracy
 KN0211;SPC UT C     - 2,146,060.      508,420.      MT  (+/- 180 meters Scaled)
 KN0211
 KN0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ655888(NAD 83)
 KN0211
 KN0211                          SUPERSEDED SURVEY CONTROL
 KN0211
 KN0211  NGVD 29 (??/??/92) 2050.727  (m)         6728.09   (f) ADJ UNCH    2 0
 KN0211
 KN0211.Superseded values are not recommended for survey control.
 KN0211
 KN0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0211.See file dsdata.pdf to determine how the superseded data were derived.
 KN0211
 KN0211_MARKER: DB = BENCH MARK DISK
 KN0211_SETTING: 66 = SET IN ROCK OUTCROP
 KN0211_STAMPING: B 132 1935
 KN0211_MARK LOGO: CGS
 KN0211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0211+STABILITY: POSITION/ELEVATION WELL
 KN0211
 KN0211  HISTORY     - Date     Condition        Report By
 KN0211  HISTORY     - 1935     MONUMENTED       CGS
 KN0211  HISTORY     - 1964     MARK NOT FOUND   USGS
 KN0211
 KN0211                          STATION DESCRIPTION
 KN0211
 KN0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0211'2.7 MI E FROM FAIRVIEW.
 KN0211'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 31 FROM THE POST OFFICE AT
 KN0211'FAIRVIEW, SANPETE COUNTY, BETWEEN TWO CURVES, 21 FEET NORTH OF THE
 KN0211'CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A LIMESTONE ROCK LEDGE.
 KN0211'A STANDARD DISK, STAMPED B 132 1935.
 KN0211
 KN0211                          STATION RECOVERY (1964)
 KN0211
 KN0211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KN0211'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0313 ***********************************************************************
 MR0313  DESIGNATION -  B 134
 MR0313  PID         -  MR0313
 MR0313  STATE/COUNTY-  UT/SUMMIT
 MR0313  COUNTRY     -  US
 MR0313  USGS QUAD   -  HEINERS CREEK (2017)
 MR0313
 MR0313                         *CURRENT SURVEY CONTROL
 MR0313  ______________________________________________________________________
 MR0313* NAD 83(1986) POSITION- 41 03 47.     (N) 111 17 08.     (W)   SCALED
 MR0313* NAVD 88 ORTHO HEIGHT -  1828.264 (meters)     5998.23  (feet) ADJUSTED
 MR0313  ______________________________________________________________________
 MR0313  GEOID HEIGHT    -        -15.668 (meters)                     GEOID18
 MR0313  DYNAMIC HEIGHT  -       1826.606 (meters)     5992.79  (feet) COMP
 MR0313  MODELED GRAVITY -    979,653.3   (mgal)                       NAVD 88
 MR0313
 MR0313  VERT ORDER      -  FIRST     CLASS II
 MR0313
 MR0313.The horizontal coordinates were scaled from a map and have
 MR0313.an estimated accuracy of +/- 6 seconds.
 MR0313
 MR0313.The orthometric height was determined by differential leveling and
 MR0313.adjusted by the NATIONAL GEODETIC SURVEY
 MR0313.in June 1991.
 MR0313
 MR0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0313.GEOID18 height accuracy estimate available here.
 MR0313
 MR0313.Click photographs - Photos may exist for this station.
 MR0313
 MR0313.The dynamic height is computed by dividing the NAVD 88
 MR0313.geopotential number by the normal gravity value computed on the
 MR0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0313.degrees latitude (g = 980.6199 gals.).
 MR0313
 MR0313.The modeled gravity was interpolated from observed gravity values.
 MR0313
 MR0313;                    North         East    Units  Estimated Accuracy
 MR0313;SPC UT N     - 1,081,060.      518,020.      MT  (+/- 180 meters Scaled)
 MR0313
 MR0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL760457(NAD 83)
 MR0313
 MR0313                          SUPERSEDED SURVEY CONTROL
 MR0313
 MR0313  NGVD 29 (??/??/92) 1826.939  (m)         5993.88   (f) SUPERSEDED  1 2
 MR0313  NGVD 29 (06/08/92) 1827.021  (m)         5994.15   (f) ADJUSTED    1 2
 MR0313
 MR0313.Superseded values are not recommended for survey control.
 MR0313
 MR0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0313.See file dsdata.pdf to determine how the superseded data were derived.
 MR0313
 MR0313_MARKER: DB = BENCH MARK DISK
 MR0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0313_STAMPING: B 134 1958
 MR0313_MARK LOGO: CGS
 MR0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0313+STABILITY: SURFACE MOTION
 MR0313
 MR0313  HISTORY     - Date     Condition        Report By
 MR0313  HISTORY     - 1958     MONUMENTED       CGS
 MR0313  HISTORY     - 1983     GOOD             NGS
 MR0313
 MR0313                          STATION DESCRIPTION
 MR0313
 MR0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0313'10.9 MI NE FROM ECHO.
 MR0313'ABOUT 10.9 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0313'STATION AT ECHO, 7 TELEPHONE POLES NORTHEAST OF MILE POST 942, ON THE
 MR0313'SLOPE OF A HILL, 74 FEET NORTHWEST OF THE NEAR RAIL, 81 FEET SOUTHEAST
 MR0313'OF THE CENTER LINE OF U. S. HIGHWAY 30S, 1 1/2 FEET NORTHEAST A
 MR0313'CONCRETE WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A
 MR0313'CONCRETE POST PROJECTING 7 INCHES.
 MR0313
 MR0313                          STATION RECOVERY (1983)
 MR0313
 MR0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0313'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0361 ***********************************************************************
 MR0361  DESIGNATION -  B 135
 MR0361  PID         -  MR0361
 MR0361  STATE/COUNTY-  UT/MORGAN
 MR0361  COUNTRY     -  US
 MR0361  USGS QUAD   -  MORGAN (2017)
 MR0361
 MR0361                         *CURRENT SURVEY CONTROL
 MR0361  ______________________________________________________________________
 MR0361* NAD 83(1986) POSITION- 41 04 01.     (N) 111 42 44.     (W)   SCALED
 MR0361* NAVD 88 ORTHO HEIGHT -  1525.975 (meters)     5006.47  (feet) ADJUSTED
 MR0361  ______________________________________________________________________
 MR0361  GEOID HEIGHT    -        -16.225 (meters)                     GEOID18
 MR0361  DYNAMIC HEIGHT  -       1524.698 (meters)     5002.28  (feet) COMP
 MR0361  MODELED GRAVITY -    979,734.3   (mgal)                       NAVD 88
 MR0361
 MR0361  VERT ORDER      -  FIRST     CLASS II
 MR0361
 MR0361.The horizontal coordinates were scaled from a map and have
 MR0361.an estimated accuracy of +/- 6 seconds.
 MR0361
 MR0361.The orthometric height was determined by differential leveling and
 MR0361.adjusted by the NATIONAL GEODETIC SURVEY
 MR0361.in June 1991.
 MR0361
 MR0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0361.GEOID18 height accuracy estimate available here.
 MR0361
 MR0361.Click photographs - Photos may exist for this station.
 MR0361
 MR0361.The dynamic height is computed by dividing the NAVD 88
 MR0361.geopotential number by the normal gravity value computed on the
 MR0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0361.degrees latitude (g = 980.6199 gals.).
 MR0361
 MR0361.The modeled gravity was interpolated from observed gravity values.
 MR0361
 MR0361;                    North         East    Units  Estimated Accuracy
 MR0361;SPC UT N     - 1,081,490.      482,160.      MT  (+/- 180 meters Scaled)
 MR0361
 MR0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL401464(NAD 83)
 MR0361
 MR0361                          SUPERSEDED SURVEY CONTROL
 MR0361
 MR0361  NGVD 29 (??/??/92) 1524.799  (m)         5002.61   (f) SUPERSEDED  1 2
 MR0361  NGVD 29 (06/08/92) 1524.861  (m)         5002.81   (f) ADJUSTED    1 2
 MR0361
 MR0361.Superseded values are not recommended for survey control.
 MR0361
 MR0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0361.See file dsdata.pdf to determine how the superseded data were derived.
 MR0361
 MR0361_MARKER: DB = BENCH MARK DISK
 MR0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0361_STAMPING: B 135 1958
 MR0361_MARK LOGO: CGS
 MR0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0361+STABILITY: SURFACE MOTION
 MR0361
 MR0361  HISTORY     - Date     Condition        Report By
 MR0361  HISTORY     - 1958     MONUMENTED       CGS
 MR0361  HISTORY     - 1983     GOOD             NGS
 MR0361
 MR0361                          STATION DESCRIPTION
 MR0361
 MR0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0361'2.7 MI NW FROM MORGAN.
 MR0361'ABOUT 2.7 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0361'STATION AT MORGAN, 12 TELEPHONE POLES SOUTHEAST OF MILE POST 971, 44
 MR0361'FEET NORTH-NORTHEAST OF THE CENTER LINE OF AN ASPHALT ROAD CROSSING,
 MR0361'27 FEET NORTHEAST OF THE NEAR RAIL, 27 FEET NORTHWEST OF THE CENTER
 MR0361'LINE OF AN ASPHALT ROAD, 15 FEET NORTH OF A WARNING SIGNAL LIGHT, 12
 MR0361'FEET EAST OF A STEEL BATTERY BOX, 19 FEET WEST-SOUTHWEST OF A POWER
 MR0361'POLE, 1 1/2 FEET SOUTHEAST OF A FENCE, 1 1/2 FEET SOUTHWEST OF A METAL
 MR0361'WITNESS POST, ABOUT 1 FOOT BELOW THE TRACK, AND IN THE TOP OF A
 MR0361'CONCRETE POST PROJECTING 6 INCHES.
 MR0361
 MR0361                          STATION RECOVERY (1983)
 MR0361
 MR0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0361'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0220 ***********************************************************************
 LO0220  DESIGNATION -  B 136
 LO0220  PID         -  LO0220
 LO0220  STATE/COUNTY-  UT/SUMMIT
 LO0220  COUNTRY     -  US
 LO0220  USGS QUAD   -  COALVILLE (2017)
 LO0220
 LO0220                         *CURRENT SURVEY CONTROL
 LO0220  ______________________________________________________________________
 LO0220* NAD 83(2011) POSITION- 40 59 16.07904(N) 111 27 04.24665(W)   ADJUSTED
 LO0220* NAD 83(2011) ELLIP HT-  1644.411 (meters)        (07/08/20)   ADJUSTED
 LO0220* NAD 83(2011) EPOCH   -  2010.00
 LO0220* NAVD 88 ORTHO HEIGHT -  1660.417 (meters)     5447.55  (feet) ADJUSTED
 LO0220  ______________________________________________________________________
 LO0220  GEOID HEIGHT    -        -16.028 (meters)                     GEOID18
 LO0220  NAD 83(2011) X  - -1,763,709.159 (meters)                     COMP
 LO0220  NAD 83(2011) Y  - -4,488,648.857 (meters)                     COMP
 LO0220  NAD 83(2011) Z  -  4,162,479.127 (meters)                     COMP
 LO0220  LAPLACE CORR    -          6.65  (seconds)                    DEFLEC18
 LO0220  DYNAMIC HEIGHT  -       1658.960 (meters)     5442.77  (feet) COMP
 LO0220  MODELED GRAVITY -    979,688.6   (mgal)                       NAVD 88
 LO0220
 LO0220  VERT ORDER      -  FIRST     CLASS II
 LO0220
 LO0220  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LO0220  Standards:
 LO0220         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LO0220            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LO0220  -------------------------------------------------------------------
 LO0220  NETWORK    0.29   0.61           0.13   0.10   0.31     -0.01076728
 LO0220  -------------------------------------------------------------------
 LO0220  Click here for local accuracies and other accuracy information.
 LO0220
 LO0220.The horizontal coordinates were established by GPS observations
 LO0220.and adjusted by the National Geodetic Survey in July 2020.
 LO0220
 LO0220.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LO0220.been affixed to the stable North American tectonic plate. See 
 LO0220.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LO0220
 LO0220.The horizontal coordinates are valid at the epoch date displayed above
 LO0220.which is a decimal equivalence of Year/Month/Day.
 LO0220
 LO0220.The orthometric height was determined by differential leveling and
 LO0220.adjusted by the NATIONAL GEODETIC SURVEY
 LO0220.in June 1991.
 LO0220
 LO0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0220.GEOID18 height accuracy estimate available here.
 LO0220
 LO0220.Click photographs - Photos may exist for this station.
 LO0220
 LO0220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LO0220
 LO0220.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0220
 LO0220.The ellipsoidal height was determined by GPS observations
 LO0220.and is referenced to NAD 83.
 LO0220
 LO0220.The dynamic height is computed by dividing the NAVD 88
 LO0220.geopotential number by the normal gravity value computed on the
 LO0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0220.degrees latitude (g = 980.6199 gals.).
 LO0220
 LO0220.The modeled gravity was interpolated from observed gravity values.
 LO0220
 LO0220. The following values were computed from the NAD 83(2011) position.
 LO0220
 LO0220;                    North         East     Units Scale Factor Converg.
 LO0220;SPC UT N     - 1,072,678.999   504,108.134   MT  0.99996732   +0 01 55.9
 LO0220;SPC UT N     - 3,519,281.02  1,653,894.77   sFT  0.99996732   +0 01 55.9
 LO0220;UTM  12      - 4,537,500.728   462,048.051   MT  0.99961773   -0 17 45.4
 LO0220
 LO0220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0220!SPC UT N     -   0.99974212  x   0.99996732  =   0.99970945
 LO0220!UTM  12      -   0.99974212  x   0.99961773  =   0.99935995
 LO0220
 LO0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL6204837500(NAD 83)
 LO0220
 LO0220                          SUPERSEDED SURVEY CONTROL
 LO0220
 LO0220  NGVD 29 (??/??/92) 1659.139  (m)         5443.36   (f) SUPERSEDED  1 2
 LO0220  NGVD 29 (06/08/92) 1659.238  (m)         5443.68   (f) ADJUSTED    1 2
 LO0220
 LO0220.Superseded values are not recommended for survey control.
 LO0220
 LO0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0220.See file dsdata.pdf to determine how the superseded data were derived.
 LO0220
 LO0220_MARKER: DB = BENCH MARK DISK
 LO0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0220_SP_SET: FOUNDATION
 LO0220_STAMPING: B 136 1958
 LO0220_MARK LOGO: CGS
 LO0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0220+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2020
 LO0220
 LO0220  HISTORY     - Date     Condition        Report By
 LO0220  HISTORY     - 1958     MONUMENTED       CGS
 LO0220  HISTORY     - 1983     GOOD             NGS
 LO0220  HISTORY     - 20150617 GOOD             UT-057
 LO0220  HISTORY     - 20200915 GOOD             DEWDAV
 LO0220
 LO0220                          STATION DESCRIPTION
 LO0220
 LO0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LO0220'0.8 MI NW FROM ECHO.
 LO0220'ABOUT 0.8 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LO0220'STATION AT ECHO, IN THE TOP OF THE NORTH CORNER OF THE CONCRETE
 LO0220'FOUNDATION OF OVERHEAD SIGNAL NUMBER 953.6, 28 FEET NORTHEAST OF THE
 LO0220'NEAR RAIL OF THE MAIN TRACK, 11 FEET NORTHEAST OF THE NEAR RAIL OF A
 LO0220'SIDE TRACK, 4 FEET SOUTHWEST OF A RIGHT OF WAY FENCE, AND ABOUT 1 FOOT
 LO0220'ABOVE THE TRACK.
 LO0220
 LO0220                          STATION RECOVERY (1983)
 LO0220
 LO0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LO0220'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 LO0220'FOLLOWING EXCEPTIONS, ADD THE SIGNAL HAS BEEN REMOVED.  ADD 6.4 METERS
 LO0220'(21.0 FT) NORTH OF THE NORTHEAST CORNER OF SIGNAL NUMBER 9536.
 LO0220
 LO0220                          STATION RECOVERY (2015)
 LO0220
 LO0220'RECOVERY NOTE BY WEBER COUNTY UTAH 2015 (DJM)
 LO0220'RECOVERED AS DESCRIBED.
 LO0220
 LO0220                          STATION RECOVERY (2020)
 LO0220
 LO0220'RECOVERY NOTE BY DEWBERRY DAVIS 2020 (DEI)
 LO0220'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0075 ***********************************************************************
 HO0075  DESIGNATION -  B 137
 HO0075  PID         -  HO0075
 HO0075  STATE/COUNTY-  UT/KANE
 HO0075  COUNTRY     -  US
 HO0075  USGS QUAD   -  KANAB (2017)
 HO0075
 HO0075                         *CURRENT SURVEY CONTROL
 HO0075  ______________________________________________________________________
 HO0075* NAD 83(1986) POSITION- 37 02 21.     (N) 112 30 37.     (W)   SCALED
 HO0075* NAVD 88 ORTHO HEIGHT -  1520.237 (meters)     4987.64  (feet) POSTED
 HO0075  ______________________________________________________________________
 HO0075  GEOID HEIGHT    -        -22.064 (meters)                     GEOID18
 HO0075  DYNAMIC HEIGHT  -       1518.51  (meters)     4982.0   (feet) COMP
 HO0075  MODELED GRAVITY -    979,438.9   (mgal)                       NAVD 88
 HO0075
 HO0075  VERT ORDER      -  * POSTED, SEE BELOW
 HO0075
 HO0075.The horizontal coordinates were scaled from a map and have
 HO0075.an estimated accuracy of +/- 6 seconds.
 HO0075
 HO0075.The orthometric height was determined by differential leveling
 HO0075.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0075
 HO0075.* This is a POSTED BENCH MARK height.
 HO0075
 HO0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0075.GEOID18 height accuracy estimate available here.
 HO0075
 HO0075.Click photographs - Photos may exist for this station.
 HO0075
 HO0075.The dynamic height is computed by dividing the NAVD 88
 HO0075.geopotential number by the normal gravity value computed on the
 HO0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0075.degrees latitude (g = 980.6199 gals.).
 HO0075
 HO0075.The modeled gravity was interpolated from observed gravity values.
 HO0075
 HO0075;                    North         East    Units  Estimated Accuracy
 HO0075;SPC UT S     - 3,041,830.      410,120.      MT  (+/- 180 meters Scaled)
 HO0075
 HO0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG656002(NAD 83)
 HO0075
 HO0075                          SUPERSEDED SURVEY CONTROL
 HO0075
 HO0075  NGVD 29 (??/??/92) 1519.29   (m)         4984.5    (f) COMPUTED    1 2
 HO0075
 HO0075.Superseded values are not recommended for survey control.
 HO0075
 HO0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0075.See file dsdata.pdf to determine how the superseded data were derived.
 HO0075
 HO0075_MARKER: DB = BENCH MARK DISK
 HO0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0075_STAMPING: B 137 1962
 HO0075_MARK LOGO: CGS
 HO0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0075+STABILITY: SURFACE MOTION
 HO0075
 HO0075  HISTORY     - Date     Condition        Report By
 HO0075  HISTORY     - 1962     MONUMENTED       CGS
 HO0075  HISTORY     - 1983     MARK NOT FOUND   NGS
 HO0075
 HO0075                          STATION DESCRIPTION
 HO0075
 HO0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0075'1.45 MI SE FROM KANAB.
 HO0075'ABOUT 1.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY
 HO0075'SAINTS CHURCH AT KANAB, 0.1 MILE WEST OF A CURVE IN THE HIGHWAY, 48
 HO0075'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 51 FEET WEST-SOUTHWEST
 HO0075'OF MILEPOST NUMBER 1, 1.8 FEET NORTH OF A FENCE, 1.4 FEET EAST OF A
 HO0075'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 HO0075'OF A CONCRETE POST PROJECTING 6 INCHES.
 HO0075
 HO0075                          STATION RECOVERY (1983)
 HO0075
 HO0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0075'NOT RECOVERED.  THE LOWER REMAINS WERE FOUND AT WITNESS POST, HOWEVER
 HO0075'NO DISK WAS RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0523 ***********************************************************************
 HN0523  DESIGNATION -  B 139
 HN0523  PID         -  HN0523
 HN0523  STATE/COUNTY-  UT/KANE
 HN0523  COUNTRY     -  US
 HN0523  USGS QUAD   -  WEST CLARK BENCH (2017)
 HN0523
 HN0523                         *CURRENT SURVEY CONTROL
 HN0523  ______________________________________________________________________
 HN0523* NAD 83(1986) POSITION- 37 06 52.7    (N) 111 56 04.9    (W)   HD_HELD2
 HN0523* NAVD 88 ORTHO HEIGHT -  1351.772 (meters)     4434.94  (feet) ADJUSTED
 HN0523  ______________________________________________________________________
 HN0523  GEOID HEIGHT    -        -22.633 (meters)                     GEOID18
 HN0523  DYNAMIC HEIGHT  -       1350.226 (meters)     4429.87  (feet) COMP
 HN0523  MODELED GRAVITY -    979,441.4   (mgal)                       NAVD 88
 HN0523
 HN0523  VERT ORDER      -  FIRST     CLASS II
 HN0523
 HN0523.The horizontal coordinates were established by autonomous hand held GPS
 HN0523.observations and have an estimated accuracy of +/- 10 meters.
 HN0523
 HN0523.The orthometric height was determined by differential leveling and
 HN0523.adjusted by the NATIONAL GEODETIC SURVEY
 HN0523.in June 1991.
 HN0523
 HN0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0523.GEOID18 height accuracy estimate available here.
 HN0523
 HN0523.Click photographs - Photos may exist for this station.
 HN0523
 HN0523.The dynamic height is computed by dividing the NAVD 88
 HN0523.geopotential number by the normal gravity value computed on the
 HN0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0523.degrees latitude (g = 980.6199 gals.).
 HN0523
 HN0523.The modeled gravity was interpolated from observed gravity values.
 HN0523
 HN0523;                    North         East    Units  Estimated Accuracy
 HN0523;SPC UT S     - 3,049,807.      461,365.      MT  (+/- 10 meters HH2 GPS)
 HN0523
 HN0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG1695807998(NAD 83)
 HN0523
 HN0523                          SUPERSEDED SURVEY CONTROL
 HN0523
 HN0523  NGVD 29 (??/??/92) 1350.815  (m)         4431.80   (f) ADJ UNCH    1 2
 HN0523
 HN0523.Superseded values are not recommended for survey control.
 HN0523
 HN0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0523.See file dsdata.pdf to determine how the superseded data were derived.
 HN0523
 HN0523_MARKER: DB = BENCH MARK DISK
 HN0523_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HN0523_SP_SET: BRIDGE
 HN0523_STAMPING: B 139 1962
 HN0523_MARK LOGO: CGS
 HN0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0523
 HN0523  HISTORY     - Date     Condition        Report By
 HN0523  HISTORY     - 1962     MONUMENTED       CGS
 HN0523  HISTORY     - 1983     GOOD             NGS
 HN0523
 HN0523                          STATION DESCRIPTION
 HN0523
 HN0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0523'31.25 MI W FROM PAGE, AZ.
 HN0523'ABOUT 31.25 MILES WEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END OF
 HN0523'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.2 MILE NORTHWEST OF
 HN0523'MILEPOST NUMBER 42, 34 FEET NORTHEAST OF THE CENTERLINE OF THE
 HN0523'HIGHWAY, 3.3 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET
 HN0523'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE SOUTHEAST
 HN0523'END OF THE NORTHEAST HEADWALL OF A CONCRETE BRIDGE OVER COVE GULCH.
 HN0523
 HN0523                          STATION RECOVERY (1983)
 HN0523
 HN0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0523'RECOVERED IN GOOD CONDITION.  OMIT--0.2 MI WEST OF MILEPOST 42.
 HN0523'ADD--0.15 KM (0.1 MI) SOUTHEAST OF MILEPOST 23.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0546 ***********************************************************************
 HN0546  DESIGNATION -  B 140
 HN0546  PID         -  HN0546
 HN0546  STATE/COUNTY-  UT/KANE
 HN0546  COUNTRY     -  US
 HN0546  USGS QUAD   -  LONE ROCK (2017)
 HN0546
 HN0546                         *CURRENT SURVEY CONTROL
 HN0546  ______________________________________________________________________
 HN0546* NAD 83(1986) POSITION- 37 01 31.     (N) 111 35 59.     (W)   SCALED
 HN0546* NAVD 88 ORTHO HEIGHT -  1193.663 (meters)     3916.21  (feet) ADJUSTED
 HN0546  ______________________________________________________________________
 HN0546  GEOID HEIGHT    -        -23.380 (meters)                     GEOID18
 HN0546  DYNAMIC HEIGHT  -       1192.317 (meters)     3911.79  (feet) COMP
 HN0546  MODELED GRAVITY -    979,463.8   (mgal)                       NAVD 88
 HN0546
 HN0546  VERT ORDER      -  FIRST     CLASS II
 HN0546
 HN0546.The horizontal coordinates were scaled from a map and have
 HN0546.an estimated accuracy of +/- 6 seconds.
 HN0546
 HN0546.The orthometric height was determined by differential leveling and
 HN0546.adjusted by the NATIONAL GEODETIC SURVEY
 HN0546.in June 1991.
 HN0546
 HN0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0546.GEOID18 height accuracy estimate available here.
 HN0546
 HN0546.Click photographs - Photos may exist for this station.
 HN0546
 HN0546.The dynamic height is computed by dividing the NAVD 88
 HN0546.geopotential number by the normal gravity value computed on the
 HN0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0546.degrees latitude (g = 980.6199 gals.).
 HN0546
 HN0546.The modeled gravity was interpolated from observed gravity values.
 HN0546
 HN0546;                    North         East    Units  Estimated Accuracy
 HN0546;SPC UT S     - 3,039,810.      491,130.      MT  (+/- 180 meters Scaled)
 HN0546
 HN0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF466978(NAD 83)
 HN0546
 HN0546                          SUPERSEDED SURVEY CONTROL
 HN0546
 HN0546  NGVD 29 (??/??/92) 1192.754  (m)         3913.23   (f) ADJ UNCH    1 2
 HN0546
 HN0546.Superseded values are not recommended for survey control.
 HN0546
 HN0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0546.See file dsdata.pdf to determine how the superseded data were derived.
 HN0546
 HN0546_MARKER: DB = BENCH MARK DISK
 HN0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0546_STAMPING: B 140 1962
 HN0546_MARK LOGO: CGS
 HN0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0546+STABILITY: SURFACE MOTION
 HN0546
 HN0546  HISTORY     - Date     Condition        Report By
 HN0546  HISTORY     - 1962     MONUMENTED       CGS
 HN0546  HISTORY     - 1973     GOOD             NGS
 HN0546  HISTORY     - 1973     GOOD             NGS
 HN0546  HISTORY     - 1983     GOOD             NGS
 HN0546
 HN0546                          STATION DESCRIPTION
 HN0546
 HN0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0546'9.85 MI NW FROM PAGE, AZ.
 HN0546'ABOUT 9.85 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 HN0546'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.35 MILE NORTHWEST
 HN0546'OF MILEPOST NUMBER 63, 135 FEET SOUTHWEST OF THE CENTERLINE OF THE
 HN0546'HIGHWAY, 17.5 FEET SOUTHEAST OF THE CENTERLINE OF A PRIVATE DRIVE, 4
 HN0546'FEET NORTHEAST OF A FENCE, 2.8 FEET SOUTHEAST OF A METAL WITNESS POST,
 HN0546'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HN0546'PROJECTING 10 INCHES.
 HN0546
 HN0546                          STATION RECOVERY (1973)
 HN0546
 HN0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HN0546'RECOVERED IN GOOD CONDITION.
 HN0546
 HN0546                          STATION RECOVERY (1973)
 HN0546
 HN0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HN0546'RECOVERED IN GOOD CONDITION.
 HN0546
 HN0546                          STATION RECOVERY (1983)
 HN0546
 HN0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0546'RECOVERED IN GOOD CONDITION.  OMIT--0.35 MI NORTHWEST OF MILEPOST 63.
 HN0546'ADD--0.37 KM (0.23 MI) NORTHWEST OF MILEPOST 2.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0167 ***********************************************************************
 HN0167  DESIGNATION -  B 141
 HN0167  PID         -  HN0167
 HN0167  STATE/COUNTY-  UT/SAN JUAN
 HN0167  COUNTRY     -  US
 HN0167  USGS QUAD   -  CLAY HILLS (2017)
 HN0167
 HN0167                         *CURRENT SURVEY CONTROL
 HN0167  ______________________________________________________________________
 HN0167* NAD 83(1986) POSITION- 37 23 55.8    (N) 110 16 57.6    (W)   HD_HELD2
 HN0167* NAVD 88 ORTHO HEIGHT -  1424.021 (meters)     4671.98  (feet) ADJUSTED
 HN0167  ______________________________________________________________________
 HN0167  GEOID HEIGHT    -        -21.353 (meters)                     GEOID18
 HN0167  DYNAMIC HEIGHT  -       1422.439 (meters)     4666.79  (feet) COMP
 HN0167  MODELED GRAVITY -    979,469.6   (mgal)                       NAVD 88
 HN0167
 HN0167  VERT ORDER      -  FIRST     CLASS II
 HN0167
 HN0167.The horizontal coordinates were established by autonomous hand held GPS
 HN0167.observations and have an estimated accuracy of +/- 10 meters.
 HN0167
 HN0167.The orthometric height was determined by differential leveling and
 HN0167.adjusted by the NATIONAL GEODETIC SURVEY
 HN0167.in June 1991.
 HN0167
 HN0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0167.GEOID18 height accuracy estimate available here.
 HN0167
 HN0167.Click photographs - Photos may exist for this station.
 HN0167
 HN0167.The dynamic height is computed by dividing the NAVD 88
 HN0167.geopotential number by the normal gravity value computed on the
 HN0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0167.degrees latitude (g = 980.6199 gals.).
 HN0167
 HN0167.The modeled gravity was interpolated from observed gravity values.
 HN0167
 HN0167;                    North         East    Units  Estimated Accuracy
 HN0167;SPC UT S     - 3,081,960.      607,782.      MT  (+/- 10 meters HH2 GPS)
 HN0167
 HN0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG6349139359(NAD 83)
 HN0167
 HN0167                          SUPERSEDED SURVEY CONTROL
 HN0167
 HN0167  NGVD 29 (??/??/92) 1423.065  (m)         4668.84   (f) ADJ UNCH    1 2
 HN0167
 HN0167.Superseded values are not recommended for survey control.
 HN0167
 HN0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0167.See file dsdata.pdf to determine how the superseded data were derived.
 HN0167
 HN0167_MARKER: DB = BENCH MARK DISK
 HN0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0167_STAMPING: B 141 1962
 HN0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0167+STABILITY: SURFACE MOTION
 HN0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0167+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2012
 HN0167
 HN0167  HISTORY     - Date     Condition        Report By
 HN0167  HISTORY     - 1962     MONUMENTED       CGS
 HN0167  HISTORY     - 20120906 GOOD             GEOCAC
 HN0167
 HN0167                          STATION DESCRIPTION
 HN0167
 HN0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0167'33.0 MI S FROM FRY CANYON.
 HN0167'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH STATE HIGHWAY 95 FROM THE POST
 HN0167'OFFICE AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT
 HN0167'ROAD.  THENCE 1.0 MILE SOUTHWEST ALONG A BULLDOZED ROAD LEADING TO THE
 HN0167'SAN JUAN RIVER, 1.0 MILE SOUTHWEST OF A 4X4 INCH WHITE WOODEN
 HN0167'REFERENCE POST, 0.25 MILE NORTH OF A NARROW WASH, 54 FEET NORTHWEST OF
 HN0167'THE CENTERLINE OF THE BULLDOZED ROAD, 4.3 FEET NORTHWEST OF A METAL
 HN0167'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 HN0167'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 HN0167
 HN0167                          STATION RECOVERY (2012)
 HN0167
 HN0167'RECOVERY NOTE BY GEOCACHING 2012 (BA)
 HN0167'RECOVERED IN GOOD CONDITION.
 HN0167'WITNESS POST IS NO LONGER SET IN GROUND BUT IS STILL PRESENT
 HN0167'NEAR THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0385 ***********************************************************************
 HN0385  DESIGNATION -  B 142
 HN0385  PID         -  HN0385
 HN0385  STATE/COUNTY-  UT/KANE
 HN0385  COUNTRY     -  US
 HN0385  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0385
 HN0385                         *CURRENT SURVEY CONTROL
 HN0385  ______________________________________________________________________
 HN0385* NAD 83(1986) POSITION- 37 00 37.     (N) 111 22 35.     (W)   SCALED
 HN0385* NAVD 88 ORTHO HEIGHT -  1186.603 (meters)     3893.05  (feet) ADJUSTED
 HN0385  ______________________________________________________________________
 HN0385  GEOID HEIGHT    -        -23.466 (meters)                     GEOID18
 HN0385  DYNAMIC HEIGHT  -       1185.220 (meters)     3888.51  (feet) COMP
 HN0385  MODELED GRAVITY -    979,426.6   (mgal)                       NAVD 88
 HN0385
 HN0385  VERT ORDER      -  FIRST     CLASS II
 HN0385
 HN0385.The horizontal coordinates were scaled from a map and have
 HN0385.an estimated accuracy of +/- 6 seconds.
 HN0385
 HN0385.The orthometric height was determined by differential leveling and
 HN0385.adjusted by the NATIONAL GEODETIC SURVEY
 HN0385.in June 1991.
 HN0385
 HN0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0385.GEOID18 height accuracy estimate available here.
 HN0385
 HN0385.Click photographs - Photos may exist for this station.
 HN0385
 HN0385.The dynamic height is computed by dividing the NAVD 88
 HN0385.geopotential number by the normal gravity value computed on the
 HN0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0385.degrees latitude (g = 980.6199 gals.).
 HN0385
 HN0385.The modeled gravity was interpolated from observed gravity values.
 HN0385
 HN0385;                    North         East    Units  Estimated Accuracy
 HN0385;SPC UT S     - 3,038,140.      511,000.      MT  (+/- 180 meters Scaled)
 HN0385
 HN0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF665960(NAD 83)
 HN0385
 HN0385                          SUPERSEDED SURVEY CONTROL
 HN0385
 HN0385  NGVD 29 (??/??/92) 1185.674  (m)         3890.00   (f) ADJ UNCH    1 2
 HN0385
 HN0385.Superseded values are not recommended for survey control.
 HN0385
 HN0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0385.See file dsdata.pdf to determine how the superseded data were derived.
 HN0385
 HN0385_MARKER: DB = BENCH MARK DISK
 HN0385_SETTING: 66 = SET IN ROCK OUTCROP
 HN0385_STAMPING: B 142 1962
 HN0385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0385+STABILITY: POSITION/ELEVATION WELL
 HN0385
 HN0385  HISTORY     - Date     Condition        Report By
 HN0385  HISTORY     - 1962     MONUMENTED       CGS
 HN0385
 HN0385                          STATION DESCRIPTION
 HN0385
 HN0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0385'27.45 MI SE FROM GLEN CANYON CITY.
 HN0385'ABOUT 10.3 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0385'SERVICE STATION WHICH IS ON U. S. HIGHWAY 89 AT GLEN CANYON CITY.
 HN0385'THENCE 17.15 MILES SOUTHEAST ACROSS COUNTRY.  0.65 MILE NORTHWEST OF
 HN0385'THE NORTHWEST RIM OF THE COLORADO RIVER, ON THE SOUTHEAST RIM OF A
 HN0385'MESA, 130 YARDS SOUTH OF THE CREST OF THE HIGHEST KNOLL IN THE
 HN0385'VICINITY, SET IN THE TOP OF A SANDSTONE OUTCROP WHICH IS FLUSH WITH
 HN0385'THE GROUND, 43 FEET WEST OF THE EAST EDGE OF THE MESA, 22.5 FEET
 HN0385'SOUTHEAST OF A METAL WITNESS POST, AND 2.5 FEET SOUTHEAST OF A CAIRN.
 HN0385'NOTE-- THIS MARK IS 0.95 MILE NORTHWEST OF AND ACROSS THE COLORADO
 HN0385'RIVER FROM BENCH MARK U 146 WHICH IS DESCRIBED FROM PAGE, ARIZONA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0184 ***********************************************************************
 HN0184  DESIGNATION -  B 143
 HN0184  PID         -  HN0184
 HN0184  STATE/COUNTY-  UT/SAN JUAN
 HN0184  COUNTRY     -  US
 HN0184  USGS QUAD   -  MONITOR BUTTE (2017)
 HN0184
 HN0184                         *CURRENT SURVEY CONTROL
 HN0184  ______________________________________________________________________
 HN0184* NAD 83(1986) POSITION- 37 14 19.     (N) 110 25 33.     (W)   SCALED
 HN0184* NAVD 88 ORTHO HEIGHT -  1137.777 (meters)     3732.86  (feet) ADJUSTED
 HN0184  ______________________________________________________________________
 HN0184  GEOID HEIGHT    -        -21.837 (meters)                     GEOID18
 HN0184  DYNAMIC HEIGHT  -       1136.557 (meters)     3728.85  (feet) COMP
 HN0184  MODELED GRAVITY -    979,519.7   (mgal)                       NAVD 88
 HN0184
 HN0184  VERT ORDER      -  FIRST     CLASS II
 HN0184
 HN0184.The horizontal coordinates were scaled from a map and have
 HN0184.an estimated accuracy of +/- 6 seconds.
 HN0184
 HN0184.The orthometric height was determined by differential leveling and
 HN0184.adjusted by the NATIONAL GEODETIC SURVEY
 HN0184.in June 1991.
 HN0184
 HN0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0184.GEOID18 height accuracy estimate available here.
 HN0184
 HN0184.Click photographs - Photos may exist for this station.
 HN0184
 HN0184.The dynamic height is computed by dividing the NAVD 88
 HN0184.geopotential number by the normal gravity value computed on the
 HN0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0184.degrees latitude (g = 980.6199 gals.).
 HN0184
 HN0184.The modeled gravity was interpolated from observed gravity values.
 HN0184
 HN0184;                    North         East    Units  Estimated Accuracy
 HN0184;SPC UT S     - 3,064,020.      595,310.      MT  (+/- 180 meters Scaled)
 HN0184
 HN0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG509214(NAD 83)
 HN0184
 HN0184                          SUPERSEDED SURVEY CONTROL
 HN0184
 HN0184  NGVD 29 (??/??/92) 1136.915  (m)         3730.03   (f) ADJ UNCH    1 2
 HN0184
 HN0184.Superseded values are not recommended for survey control.
 HN0184
 HN0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0184.See file dsdata.pdf to determine how the superseded data were derived.
 HN0184
 HN0184_MARKER: DB = BENCH MARK DISK
 HN0184_SETTING: 66 = SET IN ROCK OUTCROP
 HN0184_STAMPING: B 143 1962
 HN0184_MARK LOGO: CGS
 HN0184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0184+STABILITY: POSITION/ELEVATION WELL
 HN0184
 HN0184  HISTORY     - Date     Condition        Report By
 HN0184  HISTORY     - 1962     MONUMENTED       CGS
 HN0184  HISTORY     - 1982     GOOD             USGS
 HN0184  HISTORY     - 1982     GOOD             USGS
 HN0184
 HN0184                          STATION DESCRIPTION
 HN0184
 HN0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0184'18.05 MI NW FROM OLJATO.
 HN0184'ABOUT 18.05 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0184'FROM THE TRADING POST AT OLJATO, 0.9 MILE NORTHWEST OF A 4X4 INCH
 HN0184'WHITE WOODEN REFERENCE POST, 55 FEET SOUTHWEST OF THE CENTERLINE OF
 HN0184'THE DIRT ROAD, 14 FEET SOUTHEAST OF A ROCK CAIRN, 12.0 FEET WEST OF A
 HN0184'METAL WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 HN0184'IN THE TOP OF A ROCK OUTCROP.
 HN0184
 HN0184                          STATION RECOVERY (1982)
 HN0184
 HN0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0184'FROM THE TRADING POST AT OLJETO, N. 2.3 MI ALONG PAVED ROAD. TO A
 HN0184'BLADED ROAD LEADING TO COPPER CANYON, WNW. ALONG BLADED ROAD. FOR 8.6
 HN0184'MILE TO A Y-RD. N. LEADING TO PIUTE FARMS, N. ALONG ROAD. FOR 9.15
 HN0184'MILE. BM IS 55 FT. W. OF THE CENTERLINE OF THE ROAD. 14 FT SE. OF A
 HN0184'ROCK CAIRN, IN THE SE. CORNER OF THE NW. QUARTER OF SECTION 12, T. 41
 HN0184'S., R. 13 E. A STANDARD DISK SET IN TOP OF A ROCK OUTCROP ABOUT 5 FT.
 HN0184'ABOVE THE LEVEL OF THE ROAD.
 HN0184
 HN0184                          STATION RECOVERY (1982)
 HN0184
 HN0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0184'FROM THE TRADING POST AT OLJETO, N. 2.3 MI ALONG PAVED ROAD. TO A
 HN0184'BLADED ROAD LEADING TO COPPER CANYON, WNW. ALONG BLADED ROAD. FOR 8.6
 HN0184'MILE TO A Y-RD. N. LEADING TO PIUTE FARMS, N. ALONG ROAD. FOR 9.15
 HN0184'MILE. BM IS 55 FT. W. OF THE CENTERLINE OF THE ROAD. 14 FT SE. OF A
 HN0184'ROCK CAIRN, IN THE SE. CORNER OF THE NW. QUARTER OF SECTION 12, T. 41
 HN0184'S., R. 13 E. A STANDARD DISK SET IN TOP OF A ROCK OUTCROP ABOUT 5 FT.
 HN0184'ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0563 ***********************************************************************
 HN0563  DESIGNATION -  B 144
 HN0563  PID         -  HN0563
 HN0563  STATE/COUNTY-  UT/KANE
 HN0563  COUNTRY     -  US
 HN0563  USGS QUAD   -  LONE ROCK (2017)
 HN0563
 HN0563                         *CURRENT SURVEY CONTROL
 HN0563  ______________________________________________________________________
 HN0563* NAD 83(1986) POSITION- 37 04 31.4    (N) 111 32 26.1    (W)   HD_HELD2
 HN0563* NAVD 88 ORTHO HEIGHT -  1219.259 (meters)     4000.19  (feet) ADJUSTED
 HN0563  ______________________________________________________________________
 HN0563  GEOID HEIGHT    -        -23.306 (meters)                     GEOID18
 HN0563  DYNAMIC HEIGHT  -       1217.893 (meters)     3995.70  (feet) COMP
 HN0563  MODELED GRAVITY -    979,470.1   (mgal)                       NAVD 88
 HN0563
 HN0563  VERT ORDER      -  FIRST     CLASS II
 HN0563
 HN0563.The horizontal coordinates were established by autonomous hand held GPS
 HN0563.observations and have an estimated accuracy of +/- 10 meters.
 HN0563
 HN0563.The orthometric height was determined by differential leveling and
 HN0563.adjusted by the NATIONAL GEODETIC SURVEY
 HN0563.in June 1991.
 HN0563
 HN0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0563.GEOID18 height accuracy estimate available here.
 HN0563
 HN0563.Click photographs - Photos may exist for this station.
 HN0563
 HN0563.The dynamic height is computed by dividing the NAVD 88
 HN0563.geopotential number by the normal gravity value computed on the
 HN0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0563.degrees latitude (g = 980.6199 gals.).
 HN0563
 HN0563.The modeled gravity was interpolated from observed gravity values.
 HN0563
 HN0563;                    North         East    Units  Estimated Accuracy
 HN0563;SPC UT S     - 3,045,362.      496,391.      MT  (+/- 10 meters HH2 GPS)
 HN0563
 HN0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG5194803372(NAD 83)
 HN0563
 HN0563                          SUPERSEDED SURVEY CONTROL
 HN0563
 HN0563  NGVD 29 (??/??/92) 1218.360  (m)         3997.24   (f) ADJ UNCH    1 2
 HN0563
 HN0563.Superseded values are not recommended for survey control.
 HN0563
 HN0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0563.See file dsdata.pdf to determine how the superseded data were derived.
 HN0563
 HN0563_MARKER: DB = BENCH MARK DISK
 HN0563_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HN0563+WITH SETTING: INFORMATION.
 HN0563_STAMPING: B 144 1962
 HN0563_MARK LOGO: CGS
 HN0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0563
 HN0563  HISTORY     - Date     Condition        Report By
 HN0563  HISTORY     - 1962     MONUMENTED       CGS
 HN0563  HISTORY     - 1977     GOOD             USGS
 HN0563  HISTORY     - 1977     GOOD             USGS
 HN0563
 HN0563                          STATION DESCRIPTION
 HN0563
 HN0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0563'8.3 MI E FROM GLEN CANYON CITY.
 HN0563'ABOUT 8.3 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0563'SERVICE STATION AT GLEN CANYON CITY, 0.8 MILE EAST OF THE HEAD OF LONE
 HN0563'ROCK CANYON, 64 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3.0 FEET
 HN0563'SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 HN0563'ROAD, AND SET ON THE TOP OF A 5/8 INCH COPPER-COATED ROD THAT IS
 HN0563'DRIVEN TO A DEPTH OF 7 FEET AND IS ENCASED IN A 6 INCH TILE PROJECTING
 HN0563'10 INCHES.
 HN0563
 HN0563                          STATION RECOVERY (1977)
 HN0563
 HN0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0563'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E. ON GRAIDED
 HN0563'DIRT ROAD FOR 7.9 MILES. BM IS ABOUT 0.3 MILES S. OF THIS POINT.
 HN0563'ABOUT 1 FT. ABOVE THE LEVEL OF THE OLD ROAD. SET ON TOP OF A 5/8 INCH
 HN0563'COPPER COATED ROAD, ENCASED IN A 6 INCH TILE PROJECTING 10 IN.
 HN0563
 HN0563                          STATION RECOVERY (1977)
 HN0563
 HN0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0563'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E. ON GRAIDED
 HN0563'DIRT ROAD FOR 7.9 MILES. BM IS ABOUT 0.3 MILES S. OF THIS POINT.
 HN0563'ABOUT 1 FT. ABOVE THE LEVEL OF THE OLD ROAD. SET ON TOP OF A 5/8 INCH
 HN0563'COPPER COATED ROAD, ENCASED IN A 6 INCH TILE PROJECTING 10 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0567 ***********************************************************************
 HN0567  DESIGNATION -  B 145
 HN0567  PID         -  HN0567
 HN0567  STATE/COUNTY-  UT/KANE
 HN0567  COUNTRY     -  US
 HN0567  USGS QUAD   -  LONE ROCK (2017)
 HN0567
 HN0567                         *CURRENT SURVEY CONTROL
 HN0567  ______________________________________________________________________
 HN0567* NAD 83(1986) POSITION- 37 05 52.7    (N) 111 30 20.8    (W)   HD_HELD2
 HN0567* NAVD 88 ORTHO HEIGHT -  1222.696 (meters)     4011.46  (feet) ADJUSTED
 HN0567  ______________________________________________________________________
 HN0567  GEOID HEIGHT    -        -23.266 (meters)                     GEOID18
 HN0567  DYNAMIC HEIGHT  -       1221.329 (meters)     4006.98  (feet) COMP
 HN0567  MODELED GRAVITY -    979,471.8   (mgal)                       NAVD 88
 HN0567
 HN0567  VERT ORDER      -  FIRST     CLASS II
 HN0567
 HN0567.The horizontal coordinates were established by autonomous hand held GPS
 HN0567.observations and have an estimated accuracy of +/- 10 meters.
 HN0567
 HN0567.The orthometric height was determined by differential leveling and
 HN0567.adjusted by the NATIONAL GEODETIC SURVEY
 HN0567.in June 1991.
 HN0567
 HN0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0567.GEOID18 height accuracy estimate available here.
 HN0567
 HN0567.Click photographs - Photos may exist for this station.
 HN0567
 HN0567.The dynamic height is computed by dividing the NAVD 88
 HN0567.geopotential number by the normal gravity value computed on the
 HN0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0567.degrees latitude (g = 980.6199 gals.).
 HN0567
 HN0567.The modeled gravity was interpolated from observed gravity values.
 HN0567
 HN0567;                    North         East    Units  Estimated Accuracy
 HN0567;SPC UT S     - 3,047,868.      499,486.      MT  (+/- 10 meters HH2 GPS)
 HN0567
 HN0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG5505505860(NAD 83)
 HN0567
 HN0567                          SUPERSEDED SURVEY CONTROL
 HN0567
 HN0567  NGVD 29 (??/??/92) 1221.798  (m)         4008.52   (f) ADJ UNCH    1 2
 HN0567
 HN0567.Superseded values are not recommended for survey control.
 HN0567
 HN0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0567.See file dsdata.pdf to determine how the superseded data were derived.
 HN0567
 HN0567_MARKER: DB = BENCH MARK DISK
 HN0567_SETTING: 80 = SET IN A BOULDER
 HN0567_STAMPING: B 145 1962
 HN0567_MARK LOGO: CGS
 HN0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0567+STABILITY: SURFACE MOTION
 HN0567
 HN0567  HISTORY     - Date     Condition        Report By
 HN0567  HISTORY     - 1962     MONUMENTED       CGS
 HN0567  HISTORY     - 1977     GOOD             USGS
 HN0567  HISTORY     - 1977     GOOD             USGS
 HN0567
 HN0567                          STATION DESCRIPTION
 HN0567
 HN0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0567'11.1 MI E FROM GLEN CANYON CITY.
 HN0567'ABOUT 11.1 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0567'SERVICE STATION AT GLEN CANYON CITY, 63 FEET NORTHWEST OF THE
 HN0567'CENTERLINE OF THE ROAD, 34.2 FEET NORTHWEST OF A METAL WITNESS POST,
 HN0567'ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 HN0567'BOULDER WHICH IS ON TOP OF A SMALL KNOLL.
 HN0567
 HN0567                          STATION RECOVERY (1977)
 HN0567
 HN0567'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0567'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY GO E. ON GRAIDED
 HN0567'DIRT ROAD FOR 10.6 MILES TO BM SITE. 64 FT. N. OF ROAD. 5 FT. ABOVE
 HN0567'LEVEL OF ROAD, SET IN TOP OF A BOULDER WHICH IS ON TOP OF A SMALL
 HN0567'KNOLL.
 HN0567
 HN0567                          STATION RECOVERY (1977)
 HN0567
 HN0567'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0567'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY GO E. ON GRAIDED
 HN0567'DIRT ROAD FOR 10.6 MILES TO BM SITE. 64 FT. N. OF ROAD. 5 FT. ABOVE
 HN0567'LEVEL OF ROAD, SET IN TOP OF A BOULDER WHICH IS ON TOP OF A SMALL
 HN0567'KNOLL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0445 ***********************************************************************
 HN0445  DESIGNATION -  B 146
 HN0445  PID         -  HN0445
 HN0445  STATE/COUNTY-  UT/KANE
 HN0445  COUNTRY     -  US
 HN0445  USGS QUAD   -  NAVAJO POINT (2017)
 HN0445
 HN0445                         *CURRENT SURVEY CONTROL
 HN0445  ______________________________________________________________________
 HN0445* NAD 83(1986) POSITION- 37 08 33.     (N) 111 05 47.     (W)   SCALED
 HN0445* NAVD 88 ORTHO HEIGHT -  1553.870 (meters)     5097.99  (feet) ADJUSTED
 HN0445  ______________________________________________________________________
 HN0445  GEOID HEIGHT    -        -22.957 (meters)                     GEOID18
 HN0445  DYNAMIC HEIGHT  -       1551.994 (meters)     5091.83  (feet) COMP
 HN0445  MODELED GRAVITY -    979,370.3   (mgal)                       NAVD 88
 HN0445
 HN0445  VERT ORDER      -  FIRST     CLASS II
 HN0445
 HN0445.The horizontal coordinates were scaled from a map and have
 HN0445.an estimated accuracy of +/- 6 seconds.
 HN0445
 HN0445.The orthometric height was determined by differential leveling and
 HN0445.adjusted by the NATIONAL GEODETIC SURVEY
 HN0445.in June 1991.
 HN0445
 HN0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0445.GEOID18 height accuracy estimate available here.
 HN0445
 HN0445.Click photographs - Photos may exist for this station.
 HN0445
 HN0445.The dynamic height is computed by dividing the NAVD 88
 HN0445.geopotential number by the normal gravity value computed on the
 HN0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0445.degrees latitude (g = 980.6199 gals.).
 HN0445
 HN0445.The modeled gravity was interpolated from observed gravity values.
 HN0445
 HN0445;                    North         East    Units  Estimated Accuracy
 HN0445;SPC UT S     - 3,052,890.      535,860.      MT  (+/- 180 meters Scaled)
 HN0445
 HN0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG914106(NAD 83)
 HN0445
 HN0445                          SUPERSEDED SURVEY CONTROL
 HN0445
 HN0445  NGVD 29 (??/??/92) 1552.857  (m)         5094.67   (f) ADJ UNCH    1 2
 HN0445
 HN0445.Superseded values are not recommended for survey control.
 HN0445
 HN0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0445.See file dsdata.pdf to determine how the superseded data were derived.
 HN0445
 HN0445_MARKER: DB = BENCH MARK DISK
 HN0445_SETTING: 80 = SET IN A BOULDER
 HN0445_STAMPING: B 146 1962
 HN0445_MARK LOGO: CGS
 HN0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0445+STABILITY: SURFACE MOTION
 HN0445
 HN0445  HISTORY     - Date     Condition        Report By
 HN0445  HISTORY     - 1962     MONUMENTED       CGS
 HN0445
 HN0445                          STATION DESCRIPTION
 HN0445
 HN0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0445'24.65 MI SW FROM HOLE-IN-THE-ROCK.
 HN0445'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0445'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0445'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0445'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0445'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLEATEAU.  THENCE 0.3
 HN0445'MILES SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A
 HN0445'COW PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF
 HN0445'A HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0445'CLIFFS.  THENCE 2.4 MILES SOUTH-SOUTHEAST ALONG A COW PATH.  THENCE
 HN0445'3.1 MILES SOUTH ACROSS ROCKY COUNTRY TOWARDS NAVAJO POINT.  THENCE 3.0
 HN0445'MILES NORTHWEST ALONG A COW PATH AND AROUND NAVAJO POINT.  THENCE 4.4
 HN0445'MILES SOUTHWEST DOWNHILL AND ACROSS ROCKY COUNTRY LEADING TO BILLIE
 HN0445'FLAT TOP, ON BILLIE FLAT TOP, NEAR THE SOUTH END OF A LONG ROCKY
 HN0445'RIDGE, 4.2 FEET NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 HN0445'BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0104 ***********************************************************************
 HN0104  DESIGNATION -  B 147
 HN0104  PID         -  HN0104
 HN0104  STATE/COUNTY-  UT/SAN JUAN
 HN0104  COUNTRY     -  US
 HN0104  USGS QUAD   -  BURNT SPRING (2017)
 HN0104
 HN0104                         *CURRENT SURVEY CONTROL
 HN0104  ______________________________________________________________________
 HN0104* NAD 83(1986) POSITION- 37 24 35.     (N) 110 22 50.     (W)   SCALED
 HN0104* NAVD 88 ORTHO HEIGHT -  1610.943 (meters)     5285.24  (feet) ADJUSTED
 HN0104  ______________________________________________________________________
 HN0104  GEOID HEIGHT    -        -21.601 (meters)                     GEOID18
 HN0104  DYNAMIC HEIGHT  -       1609.093 (meters)     5279.17  (feet) COMP
 HN0104  MODELED GRAVITY -    979,425.0   (mgal)                       NAVD 88
 HN0104
 HN0104  VERT ORDER      -  FIRST     CLASS II
 HN0104
 HN0104.The horizontal coordinates were scaled from a map and have
 HN0104.an estimated accuracy of +/- 6 seconds.
 HN0104
 HN0104.The orthometric height was determined by differential leveling and
 HN0104.adjusted by the NATIONAL GEODETIC SURVEY
 HN0104.in June 1991.
 HN0104
 HN0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0104.GEOID18 height accuracy estimate available here.
 HN0104
 HN0104.Click photographs - Photos may exist for this station.
 HN0104
 HN0104.The dynamic height is computed by dividing the NAVD 88
 HN0104.geopotential number by the normal gravity value computed on the
 HN0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0104.degrees latitude (g = 980.6199 gals.).
 HN0104
 HN0104.The modeled gravity was interpolated from observed gravity values.
 HN0104
 HN0104;                    North         East    Units  Estimated Accuracy
 HN0104;SPC UT S     - 3,083,060.      599,100.      MT  (+/- 180 meters Scaled)
 HN0104
 HN0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG548405(NAD 83)
 HN0104
 HN0104                          SUPERSEDED SURVEY CONTROL
 HN0104
 HN0104  NGVD 29 (??/??/92) 1609.924  (m)         5281.89   (f) ADJ UNCH    1 2
 HN0104
 HN0104.Superseded values are not recommended for survey control.
 HN0104
 HN0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0104.See file dsdata.pdf to determine how the superseded data were derived.
 HN0104
 HN0104_MARKER: DB = BENCH MARK DISK
 HN0104_SETTING: 66 = SET IN ROCK OUTCROP
 HN0104_STAMPING: B 147 1962
 HN0104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0104+STABILITY: POSITION/ELEVATION WELL
 HN0104
 HN0104  HISTORY     - Date     Condition        Report By
 HN0104  HISTORY     - 1962     MONUMENTED       CGS
 HN0104  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0104  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0104
 HN0104                          STATION DESCRIPTION
 HN0104
 HN0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0104'39.8 MI SW FROM FRY CANYON.
 HN0104'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0104'AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0104'THENCE 7.8 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH CLAY
 HN0104'HILLS DIVIDE, 0.25 MILE SOUTHWEST OF GREEN WATER SPRING, 44 FEET SOUTH
 HN0104'OF THE CENTERLINE OF CASTLE CREEK, 14 FEET SOUTH OF THE CENTERLINE OF
 HN0104'THE ROAD, 3.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE
 HN0104'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A ROCK OUTCROP ABOUT 2
 HN0104'FEET ABOVE THE LEVEL OF THE GROUND.
 HN0104
 HN0104                          STATION RECOVERY (1982)
 HN0104
 HN0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0104'MARK NOT FOUND.
 HN0104
 HN0104                          STATION RECOVERY (1982)
 HN0104
 HN0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0104'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0114 ***********************************************************************
 HN0114  DESIGNATION -  B 148
 HN0114  PID         -  HN0114
 HN0114  STATE/COUNTY-  UT/SAN JUAN
 HN0114  COUNTRY     -  US
 HN0114  USGS QUAD   -  BURNT SPRING (2017)
 HN0114
 HN0114                         *CURRENT SURVEY CONTROL
 HN0114  ______________________________________________________________________
 HN0114* NAD 83(1986) POSITION- 37 24 31.     (N) 110 29 54.     (W)   SCALED
 HN0114* NAVD 88 ORTHO HEIGHT -  1467.447 (meters)     4814.45  (feet) ADJUSTED
 HN0114  ______________________________________________________________________
 HN0114  GEOID HEIGHT    -        -22.047 (meters)                     GEOID18
 HN0114  DYNAMIC HEIGHT  -       1465.754 (meters)     4808.89  (feet) COMP
 HN0114  MODELED GRAVITY -    979,426.7   (mgal)                       NAVD 88
 HN0114
 HN0114  VERT ORDER      -  FIRST     CLASS II
 HN0114
 HN0114.The horizontal coordinates were scaled from a map and have
 HN0114.an estimated accuracy of +/- 6 seconds.
 HN0114
 HN0114.The orthometric height was determined by differential leveling and
 HN0114.adjusted by the NATIONAL GEODETIC SURVEY
 HN0114.in June 1991.
 HN0114
 HN0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0114.GEOID18 height accuracy estimate available here.
 HN0114
 HN0114.Click photographs - Photos may exist for this station.
 HN0114
 HN0114.The dynamic height is computed by dividing the NAVD 88
 HN0114.geopotential number by the normal gravity value computed on the
 HN0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0114.degrees latitude (g = 980.6199 gals.).
 HN0114
 HN0114.The modeled gravity was interpolated from observed gravity values.
 HN0114
 HN0114;                    North         East    Units  Estimated Accuracy
 HN0114;SPC UT S     - 3,082,820.      588,680.      MT  (+/- 180 meters Scaled)
 HN0114
 HN0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG443403(NAD 83)
 HN0114
 HN0114                          SUPERSEDED SURVEY CONTROL
 HN0114
 HN0114  NGVD 29 (??/??/92) 1466.403  (m)         4811.02   (f) ADJ UNCH    1 2
 HN0114
 HN0114.Superseded values are not recommended for survey control.
 HN0114
 HN0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0114.See file dsdata.pdf to determine how the superseded data were derived.
 HN0114
 HN0114_MARKER: DB = BENCH MARK DISK
 HN0114_SETTING: 66 = SET IN ROCK OUTCROP
 HN0114_STAMPING: B 148 1962
 HN0114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0114+STABILITY: POSITION/ELEVATION WELL
 HN0114
 HN0114  HISTORY     - Date     Condition        Report By
 HN0114  HISTORY     - 1962     MONUMENTED       CGS
 HN0114  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0114  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0114
 HN0114                          STATION DESCRIPTION
 HN0114
 HN0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0114'48.65 MI SW FROM FRY CANYON.
 HN0114'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0114'AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0114'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH
 HN0114'CLAY HILLS DIVIDE.  THENCE 1.65 MILES NORTHWEST ALONG A BULLDOZED ROAD
 HN0114'LEADING TO HALLS CROSSING ON THE COLORADO RIVER, 9.1 MILES WEST OF
 HN0114'GREEN WATER SPRING, 1.65 MILES NORTHWEST OF A 4X4 INCH WHITE WOODEN
 HN0114'REFERENCE POST WHICH PROJECTS 16 FEET, 46 FEET NORTHEAST OF THE
 HN0114'CENTERLINE OF THE ROAD, 29 FEET NORTH OF THE CENTERLINE OF A WASH,
 HN0114'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A FLAT SANDSTONE
 HN0114'OUTCROP.
 HN0114
 HN0114                          STATION RECOVERY (1982)
 HN0114
 HN0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0114'MARK NOT FOUND.
 HN0114
 HN0114                          STATION RECOVERY (1982)
 HN0114
 HN0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0114'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0246 ***********************************************************************
 HN0246  DESIGNATION -  B 149
 HN0246  PID         -  HN0246
 HN0246  STATE/COUNTY-  UT/SAN JUAN
 HN0246  COUNTRY     -  US
 HN0246  USGS QUAD   -  ALCOVE CANYON (2017)
 HN0246
 HN0246                         *CURRENT SURVEY CONTROL
 HN0246  ______________________________________________________________________
 HN0246* NAD 83(1986) POSITION- 37 20 58.     (N) 110 38 09.     (W)   SCALED
 HN0246* NAVD 88 ORTHO HEIGHT -  1269.235 (meters)     4164.15  (feet) ADJUSTED
 HN0246  ______________________________________________________________________
 HN0246  GEOID HEIGHT    -        -22.360 (meters)                     GEOID18
 HN0246  DYNAMIC HEIGHT  -       1267.770 (meters)     4159.34  (feet) COMP
 HN0246  MODELED GRAVITY -    979,434.0   (mgal)                       NAVD 88
 HN0246
 HN0246  VERT ORDER      -  FIRST     CLASS II
 HN0246
 HN0246.The horizontal coordinates were scaled from a map and have
 HN0246.an estimated accuracy of +/- 6 seconds.
 HN0246
 HN0246.The orthometric height was determined by differential leveling and
 HN0246.adjusted by the NATIONAL GEODETIC SURVEY
 HN0246.in June 1991.
 HN0246
 HN0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0246.GEOID18 height accuracy estimate available here.
 HN0246
 HN0246.Click photographs - Photos may exist for this station.
 HN0246
 HN0246.The dynamic height is computed by dividing the NAVD 88
 HN0246.geopotential number by the normal gravity value computed on the
 HN0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0246.degrees latitude (g = 980.6199 gals.).
 HN0246
 HN0246.The modeled gravity was interpolated from observed gravity values.
 HN0246
 HN0246;                    North         East    Units  Estimated Accuracy
 HN0246;SPC UT S     - 3,076,130.      576,570.      MT  (+/- 180 meters Scaled)
 HN0246
 HN0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG322337(NAD 83)
 HN0246
 HN0246                          SUPERSEDED SURVEY CONTROL
 HN0246
 HN0246  NGVD 29 (??/??/92) 1268.197  (m)         4160.74   (f) ADJ UNCH    1 2
 HN0246
 HN0246.Superseded values are not recommended for survey control.
 HN0246
 HN0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0246.See file dsdata.pdf to determine how the superseded data were derived.
 HN0246
 HN0246_MARKER: DB = BENCH MARK DISK
 HN0246_SETTING: 66 = SET IN ROCK OUTCROP
 HN0246_STAMPING: B 149 1962
 HN0246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0246+STABILITY: POSITION/ELEVATION WELL
 HN0246
 HN0246  HISTORY     - Date     Condition        Report By
 HN0246  HISTORY     - 1962     MONUMENTED       CGS
 HN0246
 HN0246                          STATION DESCRIPTION
 HN0246
 HN0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0246'59.25 MI SW FROM FRY CANYON.
 HN0246'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0246'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0246'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0246'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0246'TRAIL ROAD.  THENCE 4.65 MILES SOUTHWEST ALONG A TRAIL ROAD.  0.55
 HN0246'MILE WEST OF LAKE CANYON, 32 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HN0246'ROAD, SET IN THE TOP OF A SLOPING SANDSTONE OUTCROP WHICH IS
 HN0246'NORTH-NORTHEAST OF AND AT THE FOOT OF A BEEHIVE SHAPED HILL, 75 FEET
 HN0246'NORTH OF THE CENTER OF A NARROW DRAW, 13 FEET SOUTHWEST OF A CEDAR
 HN0246'TREE, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0102 ***********************************************************************
 KN0102  DESIGNATION -  B 15
 KN0102  PID         -  KN0102
 KN0102  STATE/COUNTY-  UT/UTAH
 KN0102  COUNTRY     -  US
 KN0102  USGS QUAD   -  KYUNE (2017)
 KN0102
 KN0102                         *CURRENT SURVEY CONTROL
 KN0102  ______________________________________________________________________
 KN0102* NAD 83(1986) POSITION- 39 50 38.     (N) 110 59 49.     (W)   SCALED
 KN0102* NAVD 88 ORTHO HEIGHT -  2178.799 (meters)     7148.28  (feet) ADJUSTED
 KN0102  ______________________________________________________________________
 KN0102  GEOID HEIGHT    -        -15.858 (meters)                     GEOID18
 KN0102  DYNAMIC HEIGHT  -       2176.510 (meters)     7140.77  (feet) COMP
 KN0102  MODELED GRAVITY -    979,497.5   (mgal)                       NAVD 88
 KN0102
 KN0102  VERT ORDER      -  FIRST     CLASS II
 KN0102
 KN0102.The horizontal coordinates were scaled from a map and have
 KN0102.an estimated accuracy of +/- 6 seconds.
 KN0102
 KN0102.The orthometric height was determined by differential leveling and
 KN0102.adjusted by the NATIONAL GEODETIC SURVEY
 KN0102.in June 1991.
 KN0102
 KN0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0102.GEOID18 height accuracy estimate available here.
 KN0102
 KN0102.Click photographs - Photos may exist for this station.
 KN0102
 KN0102.The dynamic height is computed by dividing the NAVD 88
 KN0102.geopotential number by the normal gravity value computed on the
 KN0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0102.degrees latitude (g = 980.6199 gals.).
 KN0102
 KN0102.The modeled gravity was interpolated from observed gravity values.
 KN0102
 KN0102;                    North         East    Units  Estimated Accuracy
 KN0102;SPC UT C     - 2,167,820.      543,050.      MT  (+/- 180 meters Scaled)
 KN0102
 KN0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK002104(NAD 83)
 KN0102
 KN0102                          SUPERSEDED SURVEY CONTROL
 KN0102
 KN0102  NGVD 29 (??/??/92) 2177.530  (m)         7144.11   (f) ADJ UNCH    1 2
 KN0102
 KN0102.Superseded values are not recommended for survey control.
 KN0102
 KN0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0102.See file dsdata.pdf to determine how the superseded data were derived.
 KN0102
 KN0102_MARKER: DB = BENCH MARK DISK
 KN0102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0102_SP_SET: ABUTMENT
 KN0102_STAMPING: 7144.113 B 15 1927
 KN0102_MARK LOGO: CGS
 KN0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0102
 KN0102  HISTORY     - Date     Condition        Report By
 KN0102  HISTORY     - 1927     MONUMENTED       CGS
 KN0102  HISTORY     - 1934     GOOD             CGS
 KN0102  HISTORY     - 1966     MARK NOT FOUND   USGS
 KN0102  HISTORY     - 1966     MARK NOT FOUND   USGS
 KN0102
 KN0102                          STATION DESCRIPTION
 KN0102
 KN0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0102'1.2 MI SE FROM COLTON.
 KN0102'1.2 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE RAILROAD FROM
 KN0102'COLTON, UTAH COUNTY, IN A WING OF THE EAST ABUTMENT OF BRIDGE 643-29,
 KN0102'20-1/2 FEET FROM THE FACE OF THE ABUTMENT, AND 8 FEET NORTH OF THE
 KN0102'CENTERLINE OF THE NORTH TRACK.  A STANDARD DISK, STAMPED 7144.113 B 15
 KN0102'1927.
 KN0102
 KN0102                          STATION RECOVERY (1966)
 KN0102
 KN0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0102'MARK NOT FOUND.
 KN0102
 KN0102                          STATION RECOVERY (1966)
 KN0102
 KN0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0102'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0216 ***********************************************************************
 HN0216  DESIGNATION -  B 150
 HN0216  PID         -  HN0216
 HN0216  STATE/COUNTY-  UT/SAN JUAN
 HN0216  COUNTRY     -  US
 HN0216  USGS QUAD   -  WILSON CREEK (2017)
 HN0216
 HN0216                         *CURRENT SURVEY CONTROL
 HN0216  ______________________________________________________________________
 HN0216* NAD 83(1986) POSITION- 37 14 33.     (N) 110 49 35.     (W)   SCALED
 HN0216* NAVD 88 ORTHO HEIGHT -  1385.756 (meters)     4546.43  (feet) ADJUSTED
 HN0216  ______________________________________________________________________
 HN0216  GEOID HEIGHT    -        -22.634 (meters)                     GEOID18
 HN0216  DYNAMIC HEIGHT  -       1384.174 (meters)     4541.24  (feet) COMP
 HN0216  MODELED GRAVITY -    979,441.8   (mgal)                       NAVD 88
 HN0216
 HN0216  VERT ORDER      -  FIRST     CLASS II
 HN0216
 HN0216.The horizontal coordinates were scaled from a map and have
 HN0216.an estimated accuracy of +/- 6 seconds.
 HN0216
 HN0216.The orthometric height was determined by differential leveling and
 HN0216.adjusted by the NATIONAL GEODETIC SURVEY
 HN0216.in June 1991.
 HN0216
 HN0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0216.GEOID18 height accuracy estimate available here.
 HN0216
 HN0216.Click photographs - Photos may exist for this station.
 HN0216
 HN0216.The dynamic height is computed by dividing the NAVD 88
 HN0216.geopotential number by the normal gravity value computed on the
 HN0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0216.degrees latitude (g = 980.6199 gals.).
 HN0216
 HN0216.The modeled gravity was interpolated from observed gravity values.
 HN0216
 HN0216;                    North         East    Units  Estimated Accuracy
 HN0216;SPC UT S     - 3,064,120.      559,770.      MT  (+/- 180 meters Scaled)
 HN0216
 HN0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG153217(NAD 83)
 HN0216
 HN0216                          SUPERSEDED SURVEY CONTROL
 HN0216
 HN0216  NGVD 29 (??/??/92) 1384.756  (m)         4543.15   (f) ADJ UNCH    1 2
 HN0216
 HN0216.Superseded values are not recommended for survey control.
 HN0216
 HN0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0216.See file dsdata.pdf to determine how the superseded data were derived.
 HN0216
 HN0216_MARKER: DB = BENCH MARK DISK
 HN0216_SETTING: 66 = SET IN ROCK OUTCROP
 HN0216_STAMPING: B 150 1962
 HN0216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0216+STABILITY: POSITION/ELEVATION WELL
 HN0216
 HN0216  HISTORY     - Date     Condition        Report By
 HN0216  HISTORY     - 1962     MONUMENTED       CGS
 HN0216
 HN0216                          STATION DESCRIPTION
 HN0216
 HN0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0216'77.45 MI SW FROM FRY CANYON.
 HN0216'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0216'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0216'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0216'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0216'TRAIL ROAD.  THENCE 19.65 MILES SOUTHWEST ALONG A TRAIL ROAD.  THENCE
 HN0216'3.2 MILES WEST-SOUTHWEST ACROSS COUNTRY TOWARD HOLE-IN-THE-ROCK. ABOUT
 HN0216'100 YARDS SOUTHWEST OF A SANDSTONE KNOLL WHICH IS ABOUT 15 FEET HIGH,
 HN0216'SET IN THE TOP OF A SANDSTONE OUTCROP, 46 FEET EAST-SOUTHEAST OF THE
 HN0216'BASE OF A ROCKY KNOLL WHICH IS AT THE BASE OF A MESA, 63 FEET
 HN0216'WEST-SOUTHWEST OF A NARROW WASH BETWEEN 2 SLOPING ROCKS, AND 98.0 FEET
 HN0216'NORTH-NORTHEAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0413 ***********************************************************************
 HN0413  DESIGNATION -  B 151
 HN0413  PID         -  HN0413
 HN0413  STATE/COUNTY-  UT/KANE
 HN0413  COUNTRY     -  US
 HN0413  USGS QUAD   -  SMOKY HOLLOW (2017)
 HN0413
 HN0413                         *CURRENT SURVEY CONTROL
 HN0413  ______________________________________________________________________
 HN0413* NAD 83(1986) POSITION- 37 08 05.1    (N) 111 27 29.8    (W)   HD_HELD2
 HN0413* NAVD 88 ORTHO HEIGHT -  1254.129 (meters)     4114.59  (feet) ADJUSTED
 HN0413  ______________________________________________________________________
 HN0413  GEOID HEIGHT    -        -23.177 (meters)                     GEOID18
 HN0413  DYNAMIC HEIGHT  -       1252.724 (meters)     4109.98  (feet) COMP
 HN0413  MODELED GRAVITY -    979,468.2   (mgal)                       NAVD 88
 HN0413
 HN0413  VERT ORDER      -  FIRST     CLASS II
 HN0413
 HN0413.The horizontal coordinates were established by autonomous hand held GPS
 HN0413.observations and have an estimated accuracy of +/- 10 meters.
 HN0413
 HN0413.The orthometric height was determined by differential leveling and
 HN0413.adjusted by the NATIONAL GEODETIC SURVEY
 HN0413.in June 1991.
 HN0413
 HN0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0413.GEOID18 height accuracy estimate available here.
 HN0413
 HN0413.Click photographs - Photos may exist for this station.
 HN0413
 HN0413.The dynamic height is computed by dividing the NAVD 88
 HN0413.geopotential number by the normal gravity value computed on the
 HN0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0413.degrees latitude (g = 980.6199 gals.).
 HN0413
 HN0413.The modeled gravity was interpolated from observed gravity values.
 HN0413
 HN0413;                    North         East    Units  Estimated Accuracy
 HN0413;SPC UT S     - 3,051,950.      503,707.      MT  (+/- 10 meters HH2 GPS)
 HN0413
 HN0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG5929609919(NAD 83)
 HN0413
 HN0413                          SUPERSEDED SURVEY CONTROL
 HN0413
 HN0413  NGVD 29 (??/??/92) 1253.225  (m)         4111.62   (f) ADJ UNCH    1 2
 HN0413
 HN0413.Superseded values are not recommended for survey control.
 HN0413
 HN0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0413.See file dsdata.pdf to determine how the superseded data were derived.
 HN0413
 HN0413_MARKER: DB = BENCH MARK DISK
 HN0413_SETTING: 66 = SET IN ROCK OUTCROP
 HN0413_STAMPING: B 151 1962
 HN0413_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0413+STABILITY: POSITION/ELEVATION WELL
 HN0413
 HN0413  HISTORY     - Date     Condition        Report By
 HN0413  HISTORY     - 1962     MONUMENTED       CGS
 HN0413  HISTORY     - 1979     GOOD             USGS
 HN0413  HISTORY     - 1979     GOOD             USGS
 HN0413
 HN0413                          STATION DESCRIPTION
 HN0413
 HN0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0413'16.25 MI E FROM GLEN CANYON CITY.
 HN0413'ABOUT 16.25 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0413'SERVICE STATION AT GLEN CANYON CITY, ABOUT 250 FEET SOUTH OF AND
 HN0413'ACROSS THE ROAD FROM A SMALL FLAT TOPPED HILL, 56 FEET SOUTH OF THE
 HN0413'CENTERLINE OF THE ROAD, 21.8 FEET EAST OF A METAL WITNESS POST, ABOUT
 HN0413'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A ROCK OUTCROP FLUSH WITH
 HN0413'THE GROUND.
 HN0413
 HN0413                          STATION RECOVERY (1979)
 HN0413
 HN0413'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HN0413'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E. ON GRAIDED
 HN0413'DIRT ROAD FOR 13.7 MILES TO ROAD FORK WITH SIGN ESCALANTE 88 MI. AND
 HN0413'GRAND BENCH 27 MI. GO RIGHT E ON DIRT ROAD FOR 1.4 MILES TO BM SITE.
 HN0413'56 FT. S. CENTER OF ROAD SET IN THE TOP OF A ROCK OUTCROP FLUSH WITH
 HN0413'THE GROUND.
 HN0413
 HN0413                          STATION RECOVERY (1979)
 HN0413
 HN0413'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HN0413'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E. ON GRAIDED
 HN0413'DIRT ROAD FOR 13.7 MILES TO ROAD FORK WITH SIGN ESCALANTE 88 MI. AND
 HN0413'GRAND BENCH 27 MI. GO RIGHT E ON DIRT ROAD FOR 1.4 MILES TO BM SITE.
 HN0413'56 FT. S. CENTER OF ROAD SET IN THE TOP OF A ROCK OUTCROP FLUSH WITH
 HN0413'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0274 ***********************************************************************
 HN0274  DESIGNATION -  B 152
 HN0274  PID         -  HN0274
 HN0274  STATE/COUNTY-  UT/KANE
 HN0274  COUNTRY     -  US
 HN0274  USGS QUAD   -  NASJA MESA (2017)
 HN0274
 HN0274                         *CURRENT SURVEY CONTROL
 HN0274  ______________________________________________________________________
 HN0274* NAD 83(1986) POSITION- 37 11 53.     (N) 110 56 51.     (W)   SCALED
 HN0274* NAVD 88 ORTHO HEIGHT -  1321.918 (meters)     4336.99  (feet) ADJUSTED
 HN0274  ______________________________________________________________________
 HN0274  GEOID HEIGHT    -        -22.788 (meters)                     GEOID18
 HN0274  DYNAMIC HEIGHT  -       1320.330 (meters)     4331.78  (feet) COMP
 HN0274  MODELED GRAVITY -    979,386.0   (mgal)                       NAVD 88
 HN0274
 HN0274  VERT ORDER      -  FIRST     CLASS II
 HN0274
 HN0274.The horizontal coordinates were scaled from a map and have
 HN0274.an estimated accuracy of +/- 6 seconds.
 HN0274
 HN0274.The orthometric height was determined by differential leveling and
 HN0274.adjusted by the NATIONAL GEODETIC SURVEY
 HN0274.in June 1991.
 HN0274
 HN0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0274.GEOID18 height accuracy estimate available here.
 HN0274
 HN0274.Click photographs - Photos may exist for this station.
 HN0274
 HN0274.The dynamic height is computed by dividing the NAVD 88
 HN0274.geopotential number by the normal gravity value computed on the
 HN0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0274.degrees latitude (g = 980.6199 gals.).
 HN0274
 HN0274.The modeled gravity was interpolated from observed gravity values.
 HN0274
 HN0274;                    North         East    Units  Estimated Accuracy
 HN0274;SPC UT S     - 3,059,120.      549,050.      MT  (+/- 180 meters Scaled)
 HN0274
 HN0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG046168(NAD 83)
 HN0274
 HN0274                          SUPERSEDED SURVEY CONTROL
 HN0274
 HN0274  NGVD 29 (??/??/92) 1320.852  (m)         4333.50   (f) ADJ UNCH    1 2
 HN0274
 HN0274.Superseded values are not recommended for survey control.
 HN0274
 HN0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0274.See file dsdata.pdf to determine how the superseded data were derived.
 HN0274
 HN0274_MARKER: DB = BENCH MARK DISK
 HN0274_SETTING: 80 = SET IN A BOULDER
 HN0274_STAMPING: B 152 1962
 HN0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0274+STABILITY: SURFACE MOTION
 HN0274
 HN0274  HISTORY     - Date     Condition        Report By
 HN0274  HISTORY     - 1962     MONUMENTED       CGS
 HN0274
 HN0274                          STATION DESCRIPTION
 HN0274
 HN0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0274'9.5 MI SW FROM HOLE-IN-THE-ROCK.
 HN0274'9.5 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK, EAST
 HN0274'OF AND AT THE BASE OF A HIGH ROCK CLIFF, 130 YARDS NORTH OF THE CENTER
 HN0274'OF A RAVINE, SET IN THE TOP OF A BOULDER WHICH PROJECTS 1 FOOT ABOVE
 HN0274'THE GROUND, 9 FEET EAST OF A 3 1/2X4-FOOT BOULDER, AND 29.0 FEET WEST
 HN0274'OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0469 ***********************************************************************
 HN0469  DESIGNATION -  B 153
 HN0469  PID         -  HN0469
 HN0469  STATE/COUNTY-  UT/KANE
 HN0469  COUNTRY     -  US
 HN0469  USGS QUAD   -  NAVAJO POINT (2017)
 HN0469
 HN0469                         *CURRENT SURVEY CONTROL
 HN0469  ______________________________________________________________________
 HN0469* NAD 83(1986) POSITION- 37 12 33.     (N) 111 00 53.     (W)   SCALED
 HN0469* NAVD 88 ORTHO HEIGHT -  1923.480 (meters)     6310.62  (feet) ADJUSTED
 HN0469  ______________________________________________________________________
 HN0469  GEOID HEIGHT    -        -22.699 (meters)                     GEOID18
 HN0469  DYNAMIC HEIGHT  -       1921.006 (meters)     6302.50  (feet) COMP
 HN0469  MODELED GRAVITY -    979,277.1   (mgal)                       NAVD 88
 HN0469
 HN0469  VERT ORDER      -  FIRST     CLASS II
 HN0469
 HN0469.The horizontal coordinates were scaled from a map and have
 HN0469.an estimated accuracy of +/- 6 seconds.
 HN0469
 HN0469.The orthometric height was determined by differential leveling and
 HN0469.adjusted by the NATIONAL GEODETIC SURVEY
 HN0469.in June 1991.
 HN0469
 HN0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0469.GEOID18 height accuracy estimate available here.
 HN0469
 HN0469.Click photographs - Photos may exist for this station.
 HN0469
 HN0469.The dynamic height is computed by dividing the NAVD 88
 HN0469.geopotential number by the normal gravity value computed on the
 HN0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0469.degrees latitude (g = 980.6199 gals.).
 HN0469
 HN0469.The modeled gravity was interpolated from observed gravity values.
 HN0469
 HN0469;                    North         East    Units  Estimated Accuracy
 HN0469;SPC UT S     - 3,060,320.      543,080.      MT  (+/- 180 meters Scaled)
 HN0469
 HN0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG986180(NAD 83)
 HN0469
 HN0469                          SUPERSEDED SURVEY CONTROL
 HN0469
 HN0469  NGVD 29 (??/??/92) 1922.357  (m)         6306.93   (f) ADJ UNCH    1 2
 HN0469
 HN0469.Superseded values are not recommended for survey control.
 HN0469
 HN0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0469.See file dsdata.pdf to determine how the superseded data were derived.
 HN0469
 HN0469_MARKER: DB = BENCH MARK DISK
 HN0469_SETTING: 66 = SET IN ROCK OUTCROP
 HN0469_STAMPING: B 153 1962
 HN0469_MARK LOGO: CGS
 HN0469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0469+STABILITY: POSITION/ELEVATION WELL
 HN0469
 HN0469  HISTORY     - Date     Condition        Report By
 HN0469  HISTORY     - 1962     MONUMENTED       CGS
 HN0469
 HN0469                          STATION DESCRIPTION
 HN0469
 HN0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0469'12.5 MI SW FROM HOLE IN THE ROCK.
 HN0469'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0469'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY DIRT ROAD LEADING TO A
 HN0469'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0469'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0469'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0469'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0469'PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0469'HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0469'CLIFFS.  THENCE 0.75 MILE SOUTH-SOUTHEAST ALONG A COW PATH LEADING TO
 HN0469'NAVAJO POINT, 33 FEET WEST OF THE COW PATH, 12.5 FEET NORTHWEST OF A
 HN0469'METAL WITNESS POST, AND SET IN THE TOP OF A LARGE FLAT ROCK OUTCROP
 HN0469'WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0310 ***********************************************************************
 HN0310  DESIGNATION -  B 154
 HN0310  PID         -  HN0310
 HN0310  STATE/COUNTY-  UT/KANE
 HN0310  COUNTRY     -  US
 HN0310  USGS QUAD   -  THE RINCON NE (2017)
 HN0310
 HN0310                         *CURRENT SURVEY CONTROL
 HN0310  ______________________________________________________________________
 HN0310* NAD 83(1986) POSITION- 37 27 48.     (N) 110 45 44.     (W)   SCALED
 HN0310* NAVD 88 ORTHO HEIGHT -  1208.002 (meters)     3963.25  (feet) ADJUSTED
 HN0310  ______________________________________________________________________
 HN0310  GEOID HEIGHT    -        -22.454 (meters)                     GEOID18
 HN0310  DYNAMIC HEIGHT  -       1206.652 (meters)     3958.82  (feet) COMP
 HN0310  MODELED GRAVITY -    979,472.9   (mgal)                       NAVD 88
 HN0310
 HN0310  VERT ORDER      -  FIRST     CLASS II
 HN0310
 HN0310.The horizontal coordinates were scaled from a map and have
 HN0310.an estimated accuracy of +/- 6 seconds.
 HN0310
 HN0310.The orthometric height was determined by differential leveling and
 HN0310.adjusted by the NATIONAL GEODETIC SURVEY
 HN0310.in June 1991.
 HN0310
 HN0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0310.GEOID18 height accuracy estimate available here.
 HN0310
 HN0310.Click photographs - Photos may exist for this station.
 HN0310
 HN0310.The dynamic height is computed by dividing the NAVD 88
 HN0310.geopotential number by the normal gravity value computed on the
 HN0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0310.degrees latitude (g = 980.6199 gals.).
 HN0310
 HN0310.The modeled gravity was interpolated from observed gravity values.
 HN0310
 HN0310;                    North         East    Units  Estimated Accuracy
 HN0310;SPC UT S     - 3,088,670.      565,270.      MT  (+/- 180 meters Scaled)
 HN0310
 HN0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG210462(NAD 83)
 HN0310
 HN0310                          SUPERSEDED SURVEY CONTROL
 HN0310
 HN0310  NGVD 29 (??/??/92) 1206.975  (m)         3959.88   (f) ADJ UNCH    1 2
 HN0310
 HN0310.Superseded values are not recommended for survey control.
 HN0310
 HN0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0310.See file dsdata.pdf to determine how the superseded data were derived.
 HN0310
 HN0310_MARKER: DB = BENCH MARK DISK
 HN0310_SETTING: 66 = SET IN ROCK OUTCROP
 HN0310_STAMPING: B 154 1962
 HN0310_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0310+STABILITY: POSITION/ELEVATION WELL
 HN0310
 HN0310  HISTORY     - Date     Condition        Report By
 HN0310  HISTORY     - 1962     MONUMENTED       CGS
 HN0310
 HN0310                          STATION DESCRIPTION
 HN0310
 HN0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0310'15.85 MI S FROM HALL DIVIDE.
 HN0310'7.6 MILES SOUTH-SOUTHEAST ALONG HALL CREEK FROM THE TOP OF HALL
 HN0310'DIVIDE.  THENCE 8.25 MILES SOUTH-SOUTHEAST ACROSS COUNTRY TOWARDS THE
 HN0310'COLORADO RIVER, ON THE SOUTHEAST EDGE OF A NARROW MESA, ON THE
 HN0310'NORTHWEST SIDE OF A WIDE SOLID ROCK WASH, 7.0 FEET NORTHEAST OF A
 HN0310'SMALL ROCK CAIRN, AND SET IN THE TOP OF A ROCK WHICH PROJECTS ABOUT 18
 HN0310'INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0316 ***********************************************************************
 MS0316  DESIGNATION -  B 155
 MS0316  PID         -  MS0316
 MS0316  STATE/COUNTY-  UT/BOX ELDER
 MS0316  COUNTRY     -  US
 MS0316  USGS QUAD   -  BOVINE SE (2017)
 MS0316
 MS0316                         *CURRENT SURVEY CONTROL
 MS0316  ______________________________________________________________________
 MS0316* NAD 83(1986) POSITION- 41 18 06.     (N) 113 30 10.     (W)   SCALED
 MS0316* NAVD 88 ORTHO HEIGHT -  1285.930 (meters)     4218.92  (feet) ADJUSTED
 MS0316  ______________________________________________________________________
 MS0316  GEOID HEIGHT    -        -16.963 (meters)                     GEOID18
 MS0316  DYNAMIC HEIGHT  -       1285.028 (meters)     4215.96  (feet) COMP
 MS0316  MODELED GRAVITY -    979,877.4   (mgal)                       NAVD 88
 MS0316
 MS0316  VERT ORDER      -  SECOND    CLASS 0
 MS0316
 MS0316.The horizontal coordinates were scaled from a map and have
 MS0316.an estimated accuracy of +/- 6 seconds.
 MS0316
 MS0316.The orthometric height was determined by differential leveling and
 MS0316.adjusted by the NATIONAL GEODETIC SURVEY
 MS0316.in June 1991.
 MS0316
 MS0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0316.GEOID18 height accuracy estimate available here.
 MS0316
 MS0316.Click photographs - Photos may exist for this station.
 MS0316
 MS0316.The dynamic height is computed by dividing the NAVD 88
 MS0316.geopotential number by the normal gravity value computed on the
 MS0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0316.degrees latitude (g = 980.6199 gals.).
 MS0316
 MS0316.The modeled gravity was interpolated from observed gravity values.
 MS0316
 MS0316;                    North         East    Units  Estimated Accuracy
 MS0316;SPC UT N     - 1,109,470.      332,290.      MT  (+/- 180 meters Scaled)
 MS0316
 MS0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL904752(NAD 83)
 MS0316
 MS0316                          SUPERSEDED SURVEY CONTROL
 MS0316
 MS0316  NGVD 29 (??/??/92) 1284.936  (m)         4215.66   (f) ADJ UNCH    2 0
 MS0316
 MS0316.Superseded values are not recommended for survey control.
 MS0316
 MS0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0316.See file dsdata.pdf to determine how the superseded data were derived.
 MS0316
 MS0316_MARKER: DB = BENCH MARK DISK
 MS0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0316_STAMPING: B 155 1966
 MS0316_MARK LOGO: CGS
 MS0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0316+STABILITY: SURFACE MOTION
 MS0316
 MS0316  HISTORY     - Date     Condition        Report By
 MS0316  HISTORY     - 1966     MONUMENTED       CGS
 MS0316
 MS0316                          STATION DESCRIPTION
 MS0316
 MS0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0316'20.05 MI W FROM HOGUP.
 MS0316'20.05 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STOCK
 MS0316'PENS AT HOGUP, NEAR THE WEST END OF A SIDING, 1 POLE EAST OF A SIGNAL
 MS0316'LITE, 2 1/2 FEET WEST OF THE SECOND POLE WEST OF MILE POST 701, 58.5
 MS0316'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 2 FEET EAST OF A
 MS0316'WITNESS POST, ABOUT 5 1/2 FEET LOWER THAN THE TRACK AND IN THE TOP OF
 MS0316'A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0327 ***********************************************************************
 LO0327  DESIGNATION -  B 159
 LO0327  PID         -  LO0327
 LO0327  STATE/COUNTY-  UT/SUMMIT
 LO0327  COUNTRY     -  US
 LO0327  USGS QUAD   -  IRON MINE MOUNTAIN (2017)
 LO0327
 LO0327                         *CURRENT SURVEY CONTROL
 LO0327  ______________________________________________________________________
 LO0327* NAD 83(1986) POSITION- 40 35 38.4    (N) 110 59 33.8    (W)   HD_HELD2
 LO0327* NAVD 88 ORTHO HEIGHT -  2492.814 (meters)     8178.51  (feet) ADJUSTED
 LO0327  ______________________________________________________________________
 LO0327  GEOID HEIGHT    -        -13.571 (meters)                     GEOID18
 LO0327  DYNAMIC HEIGHT  -       2490.196 (meters)     8169.92  (feet) COMP
 LO0327  MODELED GRAVITY -    979,484.3   (mgal)                       NAVD 88
 LO0327
 LO0327  VERT ORDER      -  SECOND    CLASS 0
 LO0327
 LO0327.The horizontal coordinates were established by autonomous hand held GPS
 LO0327.observations and have an estimated accuracy of +/- 10 meters.
 LO0327
 LO0327.The orthometric height was determined by differential leveling and
 LO0327.adjusted by the NATIONAL GEODETIC SURVEY
 LO0327.in June 1991.
 LO0327
 LO0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0327.GEOID18 height accuracy estimate available here.
 LO0327
 LO0327.Click photographs - Photos may exist for this station.
 LO0327
 LO0327.The dynamic height is computed by dividing the NAVD 88
 LO0327.geopotential number by the normal gravity value computed on the
 LO0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0327.degrees latitude (g = 980.6199 gals.).
 LO0327
 LO0327.The modeled gravity was interpolated from observed gravity values.
 LO0327
 LO0327;                    North         East    Units  Estimated Accuracy
 LO0327;SPC UT N     - 1,029,072.      542,941.      MT  (+/- 10 meters HH2 GPS)
 LO0327
 LO0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK0061593688(NAD 83)
 LO0327
 LO0327                          SUPERSEDED SURVEY CONTROL
 LO0327
 LO0327  NGVD 29 (??/??/92) 2491.319  (m)         8173.60   (f) ADJ UNCH    2 0
 LO0327
 LO0327.Superseded values are not recommended for survey control.
 LO0327
 LO0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0327.See file dsdata.pdf to determine how the superseded data were derived.
 LO0327
 LO0327_MARKER: DB = BENCH MARK DISK
 LO0327_SETTING: 80 = SET IN A BOULDER
 LO0327_STAMPING: B 159 1962
 LO0327_MARK LOGO: CGS
 LO0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0327+STABILITY: SURFACE MOTION
 LO0327
 LO0327  HISTORY     - Date     Condition        Report By
 LO0327  HISTORY     - 1962     MONUMENTED       CGS
 LO0327
 LO0327                          STATION DESCRIPTION
 LO0327
 LO0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0327'18.55 MI E FROM KAMAS.
 LO0327'18.55 MILES EAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0327'HIGHWAY 189 ALTERNATE AT KAMAS, 0.2 MILE EAST OF THE JUNCTION OF
 LO0327'SPRING CANYON ROAD, IN THE TOP OF A 4- BY 5-FOOT BOULDER, 78 FEET
 LO0327'NORTH-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 106 FEET NORTH OF
 LO0327'THE CENTER OF THE NORTH-NORTHEAST END OF THE HEAD WALL OF A CULVERT,
 LO0327'3.4 FEET SOUTHEAST OF A WITNESS POST, ABOUT 3 1/2 FEET HIGHER THAN THE
 LO0327'HIGHWAY, AND 1.2 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0170 ***********************************************************************
 LO0170  DESIGNATION -  B 160
 LO0170  PID         -  LO0170
 LO0170  STATE/COUNTY-  UT/SUMMIT
 LO0170  COUNTRY     -  US
 LO0170  USGS QUAD   -  MIRROR LAKE (2017)
 LO0170
 LO0170                         *CURRENT SURVEY CONTROL
 LO0170  ______________________________________________________________________
 LO0170* NAD 83(1986) POSITION- 40 40 53.3    (N) 110 55 01.5    (W)   HD_HELD2
 LO0170* NAVD 88 ORTHO HEIGHT -  3154.736 (meters)    10350.16  (feet) ADJUSTED
 LO0170  ______________________________________________________________________
 LO0170  GEOID HEIGHT    -        -12.920 (meters)                     GEOID18
 LO0170  DYNAMIC HEIGHT  -       3151.299 (meters)    10338.89  (feet) COMP
 LO0170  MODELED GRAVITY -    979,417.9   (mgal)                       NAVD 88
 LO0170
 LO0170  VERT ORDER      -  SECOND    CLASS 0
 LO0170
 LO0170.The horizontal coordinates were established by autonomous hand held GPS
 LO0170.observations and have an estimated accuracy of +/- 10 meters.
 LO0170
 LO0170.The orthometric height was determined by differential leveling and
 LO0170.adjusted by the NATIONAL GEODETIC SURVEY
 LO0170.in June 1991.
 LO0170
 LO0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0170.GEOID18 height accuracy estimate available here.
 LO0170
 LO0170.Click photographs - Photos may exist for this station.
 LO0170
 LO0170.The dynamic height is computed by dividing the NAVD 88
 LO0170.geopotential number by the normal gravity value computed on the
 LO0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0170.degrees latitude (g = 980.6199 gals.).
 LO0170
 LO0170.The modeled gravity was interpolated from observed gravity values.
 LO0170
 LO0170;                    North         East    Units  Estimated Accuracy
 LO0170;SPC UT N     - 1,038,826.      549,279.      MT  (+/- 10 meters HH2 GPS)
 LO0170
 LO0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL0700603401(NAD 83)
 LO0170
 LO0170                          SUPERSEDED SURVEY CONTROL
 LO0170
 LO0170  NGVD 29 (??/??/92) 3153.164  (m)        10345.01   (f) ADJ UNCH    2 0
 LO0170
 LO0170.Superseded values are not recommended for survey control.
 LO0170
 LO0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0170.See file dsdata.pdf to determine how the superseded data were derived.
 LO0170
 LO0170_MARKER: DB = BENCH MARK DISK
 LO0170_SETTING: 66 = SET IN ROCK OUTCROP
 LO0170_STAMPING: B 160 1962
 LO0170_MARK LOGO: CGS
 LO0170_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0170+STABILITY: POSITION/ELEVATION WELL
 LO0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0170+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2020
 LO0170
 LO0170  HISTORY     - Date     Condition        Report By
 LO0170  HISTORY     - 1962     MONUMENTED       CGS
 LO0170  HISTORY     - 20200915 GOOD             DEWDAV
 LO0170
 LO0170                          STATION DESCRIPTION
 LO0170
 LO0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0170'28.7 MI NE FROM KAMAS.
 LO0170'28.7 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0170'HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP OF A MASSIVE OUTCROP, 88
 LO0170'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 12 FEET EAST OF A
 LO0170'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND 0.7 FOOT ABOVE
 LO0170'THE GROUND.
 LO0170
 LO0170                          STATION RECOVERY (2020)
 LO0170
 LO0170'RECOVERY NOTE BY DEWBERRY DAVIS 2020 (DEI)
 LO0170'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0194 ***********************************************************************
 LO0194  DESIGNATION -  B 161
 LO0194  PID         -  LO0194
 LO0194  STATE/COUNTY-  UT/SUMMIT
 LO0194  COUNTRY     -  US
 LO0194  USGS QUAD   -  CHRISTMAS MEADOWS (2017)
 LO0194
 LO0194                         *CURRENT SURVEY CONTROL
 LO0194  ______________________________________________________________________
 LO0194* NAD 83(1986) POSITION- 40 51 21.     (N) 110 50 41.     (W)   SCALED
 LO0194* NAVD 88 ORTHO HEIGHT -  2646.612 (meters)     8683.09  (feet) ADJUSTED
 LO0194  ______________________________________________________________________
 LO0194  GEOID HEIGHT    -        -13.054 (meters)                     GEOID18
 LO0194  DYNAMIC HEIGHT  -       2643.870 (meters)     8674.10  (feet) COMP
 LO0194  MODELED GRAVITY -    979,491.9   (mgal)                       NAVD 88
 LO0194
 LO0194  VERT ORDER      -  SECOND    CLASS 0
 LO0194
 LO0194.The horizontal coordinates were scaled from a map and have
 LO0194.an estimated accuracy of +/- 6 seconds.
 LO0194
 LO0194.The orthometric height was determined by differential leveling and
 LO0194.adjusted by the NATIONAL GEODETIC SURVEY
 LO0194.in June 1991.
 LO0194
 LO0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0194.GEOID18 height accuracy estimate available here.
 LO0194
 LO0194.Click photographs - Photos may exist for this station.
 LO0194
 LO0194.The dynamic height is computed by dividing the NAVD 88
 LO0194.geopotential number by the normal gravity value computed on the
 LO0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0194.degrees latitude (g = 980.6199 gals.).
 LO0194
 LO0194.The modeled gravity was interpolated from observed gravity values.
 LO0194
 LO0194;                    North         East    Units  Estimated Accuracy
 LO0194;SPC UT N     - 1,058,230.      555,250.      MT  (+/- 180 meters Scaled)
 LO0194
 LO0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL130227(NAD 83)
 LO0194
 LO0194                          SUPERSEDED SURVEY CONTROL
 LO0194
 LO0194  NGVD 29 (??/??/92) 2645.070  (m)         8678.03   (f) ADJ UNCH    2 0
 LO0194
 LO0194.Superseded values are not recommended for survey control.
 LO0194
 LO0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0194.See file dsdata.pdf to determine how the superseded data were derived.
 LO0194
 LO0194_MARKER: DB = BENCH MARK DISK
 LO0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0194_SP_SET: CULVERT
 LO0194_STAMPING: B 161 1962
 LO0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0194
 LO0194  HISTORY     - Date     Condition        Report By
 LO0194  HISTORY     - 1962     MONUMENTED       CGS
 LO0194
 LO0194                          STATION DESCRIPTION
 LO0194
 LO0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0194'45.6 MI NE FROM KAMAS.
 LO0194'45.6 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0194'HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP OF A 2-BY 4-FOOT BOULDER,
 LO0194'62 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 41 FEET WEST OF THE
 LO0194'WEST END OF A 24-INCH PIPE CULVERT, 1.3 FEET SOUTHWEST OF A WITNESS
 LO0194'POST, AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0581 ***********************************************************************
 HN0581  DESIGNATION -  B 163
 HN0581  PID         -  HN0581
 HN0581  STATE/COUNTY-  UT/GARFIELD
 HN0581  COUNTRY     -  US
 HN0581  USGS QUAD   -  WIDE HOLLOW RESERVOIR (2017)
 HN0581
 HN0581                         *CURRENT SURVEY CONTROL
 HN0581  ______________________________________________________________________
 HN0581* NAD 83(1986) POSITION- 37 52 17.56   (N) 111 39 52.52   (W)   HD_HELD1
 HN0581* NAVD 88 ORTHO HEIGHT -  2044.755 (meters)     6708.50  (feet) ADJUSTED
 HN0581  ______________________________________________________________________
 HN0581  GEOID HEIGHT    -        -19.211 (meters)                     GEOID18
 HN0581  DYNAMIC HEIGHT  -       2042.294 (meters)     6700.43  (feet) COMP
 HN0581  MODELED GRAVITY -    979,353.0   (mgal)                       NAVD 88
 HN0581
 HN0581  VERT ORDER      -  SECOND    CLASS 0
 HN0581
 HN0581.The horizontal coordinates were determined by differentially corrected
 HN0581.hand held GPS observations or other comparable positioning techniques
 HN0581.and have an estimated accuracy of +/- 3 meters.
 HN0581
 HN0581.The orthometric height was determined by differential leveling and
 HN0581.adjusted by the NATIONAL GEODETIC SURVEY
 HN0581.in June 1991.
 HN0581
 HN0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0581.GEOID18 height accuracy estimate available here.
 HN0581
 HN0581.Click photographs - Photos may exist for this station.
 HN0581
 HN0581.The dynamic height is computed by dividing the NAVD 88
 HN0581.geopotential number by the normal gravity value computed on the
 HN0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0581.degrees latitude (g = 980.6199 gals.).
 HN0581
 HN0581.The modeled gravity was interpolated from observed gravity values.
 HN0581
 HN0581;                    North         East    Units  Estimated Accuracy
 HN0581;SPC UT S     - 3,133,734.6     485,519.3     MT  (+/- 3 meters HH1 GPS) 
 HN0581
 HN0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG4154891770(NAD 83)
 HN0581
 HN0581                          SUPERSEDED SURVEY CONTROL
 HN0581
 HN0581  NGVD 29 (??/??/92) 2043.464  (m)         6704.26   (f) ADJ UNCH    2 0
 HN0581
 HN0581.Superseded values are not recommended for survey control.
 HN0581
 HN0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0581.See file dsdata.pdf to determine how the superseded data were derived.
 HN0581
 HN0581_MARKER: DB = BENCH MARK DISK
 HN0581_SETTING: 66 = SET IN ROCK OUTCROP
 HN0581_STAMPING: B 163 1962
 HN0581_MARK LOGO: CGS
 HN0581_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0581+STABILITY: POSITION/ELEVATION WELL
 HN0581
 HN0581  HISTORY     - Date     Condition        Report By
 HN0581  HISTORY     - 1962     MONUMENTED       CGS
 HN0581  HISTORY     - 1963     GOOD             CGS
 HN0581
 HN0581                          STATION DESCRIPTION
 HN0581
 HN0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0581'9.3 MI N FROM ESCALANTE.
 HN0581'9.3 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 HN0581'ESCALANTE, 0.4 MILE NORTH OF SKULL SPRINGS, IN THE TOP OF A LEDGE OF
 HN0581'YELLOW SANDSTONE OUTCROP WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND,
 HN0581'47 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE ROAD, 14.5 FEET
 HN0581'NORTHEAST OF A WITNESS POST, AND ABOUT 10 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0619 ***********************************************************************
 HN0619  DESIGNATION -  B 164
 HN0619  PID         -  HN0619
 HN0619  STATE/COUNTY-  UT/GARFIELD
 HN0619  COUNTRY     -  US
 HN0619  USGS QUAD   -  WIDE HOLLOW RESERVOIR (2017)
 HN0619
 HN0619                         *CURRENT SURVEY CONTROL
 HN0619  ______________________________________________________________________
 HN0619* NAD 83(1986) POSITION- 37 45 44.     (N) 111 44 10.     (W)   SCALED
 HN0619* NAVD 88 ORTHO HEIGHT -  1961.803 (meters)     6436.35  (feet) ADJUSTED
 HN0619  ______________________________________________________________________
 HN0619  GEOID HEIGHT    -        -19.717 (meters)                     GEOID18
 HN0619  DYNAMIC HEIGHT  -       1959.463 (meters)     6428.67  (feet) COMP
 HN0619  MODELED GRAVITY -    979,367.0   (mgal)                       NAVD 88
 HN0619
 HN0619  VERT ORDER      -  SECOND    CLASS 0
 HN0619
 HN0619.The horizontal coordinates were scaled from a map and have
 HN0619.an estimated accuracy of +/- 6 seconds.
 HN0619
 HN0619.The orthometric height was determined by differential leveling and
 HN0619.adjusted by the NATIONAL GEODETIC SURVEY
 HN0619.in June 1991.
 HN0619
 HN0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0619.GEOID18 height accuracy estimate available here.
 HN0619
 HN0619.Click photographs - Photos may exist for this station.
 HN0619
 HN0619.The dynamic height is computed by dividing the NAVD 88
 HN0619.geopotential number by the normal gravity value computed on the
 HN0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0619.degrees latitude (g = 980.6199 gals.).
 HN0619
 HN0619.The modeled gravity was interpolated from observed gravity values.
 HN0619
 HN0619;                    North         East    Units  Estimated Accuracy
 HN0619;SPC UT S     - 3,121,620.      479,200.      MT  (+/- 180 meters Scaled)
 HN0619
 HN0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG351796(NAD 83)
 HN0619
 HN0619                          SUPERSEDED SURVEY CONTROL
 HN0619
 HN0619  NGVD 29 (??/??/92) 1960.528  (m)         6432.17   (f) ADJ UNCH    2 0
 HN0619
 HN0619.Superseded values are not recommended for survey control.
 HN0619
 HN0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0619.See file dsdata.pdf to determine how the superseded data were derived.
 HN0619
 HN0619_MARKER: DB = BENCH MARK DISK
 HN0619_SETTING: 80 = SET IN A BOULDER
 HN0619_STAMPING: B 164 1963
 HN0619_MARK LOGO: CGS
 HN0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0619+STABILITY: SURFACE MOTION
 HN0619
 HN0619  HISTORY     - Date     Condition        Report By
 HN0619  HISTORY     - 1963     MONUMENTED       CGS
 HN0619
 HN0619                          STATION DESCRIPTION
 HN0619
 HN0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0619'7.9 MI NW FROM ESCALANTE.
 HN0619'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0619'AT ESCALANTE, THENCE 3.05 MILES NORTHWEST ALONG A DIRT ROAD, AT THE
 HN0619'WEST END OF A CURVE, IN THE TOP OF A 6- BY 6-FOOT BOULDER WHICH
 HN0619'PROJECTS ABOUT 3 FEET ABOVE THE GROUND, 43 FEET NORTH OF THE CENTER
 HN0619'LINE OF THE ROAD, 66 FEET WEST OF THE WEST ONE OF TWO HUGH SQUARE
 HN0619'SHAPED BOULDERS ALONG THE NORTH SIDE OF THE ROAD, 4.0 FEET NORTH OF A
 HN0619'WITNESS POST, AND ABOUT 8 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0058 ***********************************************************************
 HO0058  DESIGNATION -  B 165
 HO0058  PID         -  HO0058
 HO0058  STATE/COUNTY-  UT/GARFIELD
 HO0058  COUNTRY     -  US
 HO0058  USGS QUAD   -  CANNONVILLE (2017)
 HO0058
 HO0058                         *CURRENT SURVEY CONTROL
 HO0058  ______________________________________________________________________
 HO0058* NAD 83(1986) POSITION- 37 33 46.     (N) 112 01 59.     (W)   SCALED
 HO0058* NAVD 88 ORTHO HEIGHT -  1800.283 (meters)     5906.43  (feet) ADJUSTED
 HO0058  ______________________________________________________________________
 HO0058  GEOID HEIGHT    -        -20.556 (meters)                     GEOID18
 HO0058  DYNAMIC HEIGHT  -       1798.170 (meters)     5899.50  (feet) COMP
 HO0058  MODELED GRAVITY -    979,393.0   (mgal)                       NAVD 88
 HO0058
 HO0058  VERT ORDER      -  SECOND    CLASS 0
 HO0058
 HO0058.The horizontal coordinates were scaled from a map and have
 HO0058.an estimated accuracy of +/- 6 seconds.
 HO0058
 HO0058.The orthometric height was determined by differential leveling and
 HO0058.adjusted by the NATIONAL GEODETIC SURVEY
 HO0058.in June 1991.
 HO0058
 HO0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0058.GEOID18 height accuracy estimate available here.
 HO0058
 HO0058.Click photographs - Photos may exist for this station.
 HO0058
 HO0058.The dynamic height is computed by dividing the NAVD 88
 HO0058.geopotential number by the normal gravity value computed on the
 HO0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0058.degrees latitude (g = 980.6199 gals.).
 HO0058
 HO0058.The modeled gravity was interpolated from observed gravity values.
 HO0058
 HO0058;                    North         East    Units  Estimated Accuracy
 HO0058;SPC UT S     - 3,099,590.      452,910.      MT  (+/- 180 meters Scaled)
 HO0058
 HO0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG087578(NAD 83)
 HO0058
 HO0058                          SUPERSEDED SURVEY CONTROL
 HO0058
 HO0058  NGVD 29 (??/??/92) 1799.031  (m)         5902.32   (f) ADJ UNCH    2 0
 HO0058
 HO0058.Superseded values are not recommended for survey control.
 HO0058
 HO0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0058.See file dsdata.pdf to determine how the superseded data were derived.
 HO0058
 HO0058_MARKER: DB = BENCH MARK DISK
 HO0058_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HO0058_SP_SET: BOX CULVERT HEADWALL
 HO0058_STAMPING: B 165 1963
 HO0058_MARK LOGO: CGS
 HO0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0058+STABILITY: SURFACE MOTION
 HO0058
 HO0058  HISTORY     - Date     Condition        Report By
 HO0058  HISTORY     - 1963     MONUMENTED       CGS
 HO0058
 HO0058                          STATION DESCRIPTION
 HO0058
 HO0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0058'5.85 MI SE FROM TROPIC.
 HO0058'5.85 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT
 HO0058'TROPIC, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF
 HO0058'29-FOOT CONCRETE BOX CULVERT 13.5, 24 FEET NORTH OF THE CENTER LINE OF
 HO0058'THE HIGHWAY, AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0609 ***********************************************************************
 HN0609  DESIGNATION -  B 166
 HN0609  PID         -  HN0609
 HN0609  STATE/COUNTY-  UT/GARFIELD
 HN0609  COUNTRY     -  US
 HN0609  USGS QUAD   -  GRIFFIN POINT (2017)
 HN0609
 HN0609                         *CURRENT SURVEY CONTROL
 HN0609  ______________________________________________________________________
 HN0609* NAD 83(1986) POSITION- 37 50 20.     (N) 111 52 15.     (W)   SCALED
 HN0609* NAVD 88 ORTHO HEIGHT -  2696.712 (meters)     8847.46  (feet) ADJUSTED
 HN0609  ______________________________________________________________________
 HN0609  GEOID HEIGHT    -        -19.127 (meters)                     GEOID18
 HN0609  DYNAMIC HEIGHT  -       2693.125 (meters)     8835.69  (feet) COMP
 HN0609  MODELED GRAVITY -    979,201.3   (mgal)                       NAVD 88
 HN0609
 HN0609  VERT ORDER      -  SECOND    CLASS 0
 HN0609
 HN0609.The horizontal coordinates were scaled from a map and have
 HN0609.an estimated accuracy of +/- 6 seconds.
 HN0609
 HN0609.The orthometric height was determined by differential leveling and
 HN0609.adjusted by the NATIONAL GEODETIC SURVEY
 HN0609.in June 1991.
 HN0609
 HN0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0609.GEOID18 height accuracy estimate available here.
 HN0609
 HN0609.Click photographs - Photos may exist for this station.
 HN0609
 HN0609.The dynamic height is computed by dividing the NAVD 88
 HN0609.geopotential number by the normal gravity value computed on the
 HN0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0609.degrees latitude (g = 980.6199 gals.).
 HN0609
 HN0609.The modeled gravity was interpolated from observed gravity values.
 HN0609
 HN0609;                    North         East    Units  Estimated Accuracy
 HN0609;SPC UT S     - 3,130,160.      467,360.      MT  (+/- 180 meters Scaled)
 HN0609
 HN0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG233882(NAD 83)
 HN0609
 HN0609                          SUPERSEDED SURVEY CONTROL
 HN0609
 HN0609  NGVD 29 (??/??/92) 2695.151  (m)         8842.34   (f) ADJ UNCH    2 0
 HN0609
 HN0609.Superseded values are not recommended for survey control.
 HN0609
 HN0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0609.See file dsdata.pdf to determine how the superseded data were derived.
 HN0609
 HN0609_MARKER: DB = BENCH MARK DISK
 HN0609_SETTING: 66 = SET IN ROCK OUTCROP
 HN0609_STAMPING: B 166 1963
 HN0609_MARK LOGO: CGS
 HN0609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0609+STABILITY: POSITION/ELEVATION WELL
 HN0609
 HN0609  HISTORY     - Date     Condition        Report By
 HN0609  HISTORY     - 1963     MONUMENTED       CGS
 HN0609
 HN0609                          STATION DESCRIPTION
 HN0609
 HN0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0609'18.05 MI NW FROM ESCALANTE.
 HN0609'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0609'AT ESCALANTE, THENCE 13.2 MILES NORTHWEST ALONG A DIRT ROAD, ABOUT 0.1
 HN0609'MILE NORTH OF THE CENTER OF A SWITCHBAK, IN A SMALL DRAIN, IN THE TOP
 HN0609'OF A 3- BY 5-FOOT WHITE OUTCROP WHICH PROJECTS 0.2 FOOT ABOVE THE
 HN0609'GROUND, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, 3.6 FEET WEST OF
 HN0609'A WITNESS POST, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0215 ***********************************************************************
 JN0215  DESIGNATION -  B 167
 JN0215  PID         -  JN0215
 JN0215  STATE/COUNTY-  UT/WAYNE
 JN0215  COUNTRY     -  US
 JN0215  USGS QUAD   -  SMOOTH KNOLL (2017)
 JN0215
 JN0215                         *CURRENT SURVEY CONTROL
 JN0215  ______________________________________________________________________
 JN0215* NAD 83(1986) POSITION- 38 09 07.     (N) 111 40 17.     (W)   SCALED
 JN0215* NAVD 88 ORTHO HEIGHT -  2846.914 (meters)     9340.25  (feet) ADJUSTED
 JN0215  ______________________________________________________________________
 JN0215  GEOID HEIGHT    -        -17.769 (meters)                     GEOID18
 JN0215  DYNAMIC HEIGHT  -       2843.187 (meters)     9328.02  (feet) COMP
 JN0215  MODELED GRAVITY -    979,215.3   (mgal)                       NAVD 88
 JN0215
 JN0215  VERT ORDER      -  SECOND    CLASS 0
 JN0215
 JN0215.The horizontal coordinates were scaled from a map and have
 JN0215.an estimated accuracy of +/- 6 seconds.
 JN0215
 JN0215.The orthometric height was determined by differential leveling and
 JN0215.adjusted by the NATIONAL GEODETIC SURVEY
 JN0215.in June 1991.
 JN0215
 JN0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0215.GEOID18 height accuracy estimate available here.
 JN0215
 JN0215.Click photographs - Photos may exist for this station.
 JN0215
 JN0215.The dynamic height is computed by dividing the NAVD 88
 JN0215.geopotential number by the normal gravity value computed on the
 JN0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0215.degrees latitude (g = 980.6199 gals.).
 JN0215
 JN0215.The modeled gravity was interpolated from observed gravity values.
 JN0215
 JN0215;                    North         East    Units  Estimated Accuracy
 JN0215;SPC UT S     - 3,164,860.      484,980.      MT  (+/- 180 meters Scaled)
 JN0215
 JN0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH411228(NAD 83)
 JN0215
 JN0215                          SUPERSEDED SURVEY CONTROL
 JN0215
 JN0215  NGVD 29 (??/??/92) 2845.396  (m)         9335.27   (f) ADJ UNCH    2 0
 JN0215
 JN0215.Superseded values are not recommended for survey control.
 JN0215
 JN0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0215.See file dsdata.pdf to determine how the superseded data were derived.
 JN0215
 JN0215_MARKER: DB = BENCH MARK DISK
 JN0215_SETTING: 80 = SET IN A BOULDER
 JN0215_STAMPING: B 167 1963
 JN0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0215+STABILITY: SURFACE MOTION
 JN0215
 JN0215  HISTORY     - Date     Condition        Report By
 JN0215  HISTORY     - 1963     MONUMENTED       CGS
 JN0215
 JN0215                          STATION DESCRIPTION
 JN0215
 JN0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0215'19.4 MI S FROM LOA.
 JN0215'19.4 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0215'24 AT LOA, IN THE TOP OF A 3- BY 3-FOOT BOULDER WHICH PROJECTS ABOUT
 JN0215'1/2 FOOT ABOVE THE GROUND, 41 FEET NORTHEAST OF THE CENTER LINE OF THE
 JN0215'ROAD, 2.9 FEET NORTH OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN
 JN0215'THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0236 ***********************************************************************
 JN0236  DESIGNATION -  B 168
 JN0236  PID         -  JN0236
 JN0236  STATE/COUNTY-  UT/WAYNE
 JN0236  COUNTRY     -  US
 JN0236  USGS QUAD   -  MORONI PEAK (2017)
 JN0236
 JN0236                         *CURRENT SURVEY CONTROL
 JN0236  ______________________________________________________________________
 JN0236* NAD 83(1986) POSITION- 38 21 49.30   (N) 111 38 10.21   (W)   HD_HELD1
 JN0236* NAVD 88 ORTHO HEIGHT -  2151.170 (meters)     7057.63  (feet) ADJUSTED
 JN0236  ______________________________________________________________________
 JN0236  GEOID HEIGHT    -        -17.778 (meters)                     GEOID18
 JN0236  DYNAMIC HEIGHT  -       2148.661 (meters)     7049.40  (feet) COMP
 JN0236  MODELED GRAVITY -    979,385.0   (mgal)                       NAVD 88
 JN0236
 JN0236  VERT ORDER      -  SECOND    CLASS 0
 JN0236
 JN0236.The horizontal coordinates were determined by differentially corrected
 JN0236.hand held GPS observations or other comparable positioning techniques
 JN0236.and have an estimated accuracy of +/- 3 meters.
 JN0236
 JN0236.The orthometric height was determined by differential leveling and
 JN0236.adjusted by the NATIONAL GEODETIC SURVEY
 JN0236.in June 1991.
 JN0236
 JN0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0236.GEOID18 height accuracy estimate available here.
 JN0236
 JN0236.Click photographs - Photos may exist for this station.
 JN0236
 JN0236.The dynamic height is computed by dividing the NAVD 88
 JN0236.geopotential number by the normal gravity value computed on the
 JN0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0236.degrees latitude (g = 980.6199 gals.).
 JN0236
 JN0236.The modeled gravity was interpolated from observed gravity values.
 JN0236
 JN0236;                    North         East    Units  Estimated Accuracy
 JN0236;SPC UT S     - 3,188,357.0     488,099.2     MT  (+/- 3 meters HH1 GPS) 
 JN0236
 JN0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH4442246360(NAD 83)
 JN0236
 JN0236                          SUPERSEDED SURVEY CONTROL
 JN0236
 JN0236  NGVD 29 (??/??/92) 2149.852  (m)         7053.31   (f) ADJ UNCH    2 0
 JN0236
 JN0236.Superseded values are not recommended for survey control.
 JN0236
 JN0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0236.See file dsdata.pdf to determine how the superseded data were derived.
 JN0236
 JN0236_MARKER: DB = BENCH MARK DISK
 JN0236_SETTING: 66 = SET IN ROCK OUTCROP
 JN0236_STAMPING: B 168 1963
 JN0236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0236+STABILITY: POSITION/ELEVATION WELL
 JN0236
 JN0236  HISTORY     - Date     Condition        Report By
 JN0236  HISTORY     - 1963     MONUMENTED       CGS
 JN0236
 JN0236                          STATION DESCRIPTION
 JN0236
 JN0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0236'2.5 MI S FROM LOA.
 JN0236'2.5 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0236'24 AT LOA, AT THE SOUTH EDGE OF RABBIT VALLEY, IN THE TOP OF A 5- BY
 JN0236'20-FOOT OUTCROP WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 72
 JN0236'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 40 FEET SOUTHEAST
 JN0236'OF THE SOUTHEAST EDGE OF A LARGE PROMINENT OUTCROP, 5.4 FEET NORTHEAST
 JN0236'OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0494 ***********************************************************************
 HN0494  DESIGNATION -  B 169
 HN0494  PID         -  HN0494
 HN0494  STATE/COUNTY-  UT/KANE
 HN0494  COUNTRY     -  US
 HN0494  USGS QUAD   -  BIG HOLLOW WASH (2017)
 HN0494
 HN0494                         *CURRENT SURVEY CONTROL
 HN0494  ______________________________________________________________________
 HN0494* NAD 83(1986) POSITION- 37 24 42.8    (N) 111 09 20.2    (W)   HD_HELD2
 HN0494* NAVD 88 ORTHO HEIGHT -  1409.306 (meters)     4623.70  (feet) ADJUSTED
 HN0494  ______________________________________________________________________
 HN0494  GEOID HEIGHT    -        -22.198 (meters)                     GEOID18
 HN0494  DYNAMIC HEIGHT  -       1407.702 (meters)     4618.44  (feet) COMP
 HN0494  MODELED GRAVITY -    979,444.3   (mgal)                       NAVD 88
 HN0494
 HN0494  VERT ORDER      -  SECOND    CLASS 0
 HN0494
 HN0494.The horizontal coordinates were established by autonomous hand held GPS
 HN0494.observations and have an estimated accuracy of +/- 10 meters.
 HN0494
 HN0494.The orthometric height was determined by differential leveling and
 HN0494.adjusted by the NATIONAL GEODETIC SURVEY
 HN0494.in June 1991.
 HN0494
 HN0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0494.GEOID18 height accuracy estimate available here.
 HN0494
 HN0494.Click photographs - Photos may exist for this station.
 HN0494
 HN0494.The dynamic height is computed by dividing the NAVD 88
 HN0494.geopotential number by the normal gravity value computed on the
 HN0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0494.degrees latitude (g = 980.6199 gals.).
 HN0494
 HN0494.The modeled gravity was interpolated from observed gravity values.
 HN0494
 HN0494;                    North         East    Units  Estimated Accuracy
 HN0494;SPC UT S     - 3,082,763.      530,488.      MT  (+/- 10 meters HH2 GPS)
 HN0494
 HN0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG8622940577(NAD 83)
 HN0494
 HN0494                          SUPERSEDED SURVEY CONTROL
 HN0494
 HN0494  NGVD 29 (??/??/92) 1408.258  (m)         4620.26   (f) ADJ UNCH    2 0
 HN0494
 HN0494.Superseded values are not recommended for survey control.
 HN0494
 HN0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0494.See file dsdata.pdf to determine how the superseded data were derived.
 HN0494
 HN0494_MARKER: DB = BENCH MARK DISK
 HN0494_SETTING: 66 = SET IN ROCK OUTCROP
 HN0494_STAMPING: B 169 1963
 HN0494_MARK LOGO: CGS
 HN0494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0494+STABILITY: POSITION/ELEVATION WELL
 HN0494
 HN0494  HISTORY     - Date     Condition        Report By
 HN0494  HISTORY     - 1963     MONUMENTED       CGS
 HN0494
 HN0494                          STATION DESCRIPTION
 HN0494
 HN0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0494'36.0 MI SE FROM ESCALANTE.
 HN0494'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0494'AT ESCALANTE, THENCE 31.0 MILES SOUTHEAST ALONG A DIRT ROAD, 0.45 MILE
 HN0494'SOUTHEAST OF A FENCE ACROSS THE ROAD AND THE JUNCTION OF A TRACK ROAD
 HN0494'NORTHEAST TO A STOCK CAMP, IN THE TOP OF A MASSIVE RED OUTCROP, 298
 HN0494'FEET EAST OF THE CENTER LINE OF THE ROAD, 41.6 FEET EAST OF A WITNESS
 HN0494'POST, AND ABOUT 10 FEET LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0008 ***********************************************************************
 MS0008  DESIGNATION -  B 170
 MS0008  PID         -  MS0008
 MS0008  STATE/COUNTY-  UT/CACHE
 MS0008  COUNTRY     -  US
 MS0008  USGS QUAD   -  CUTLER DAM (2017)
 MS0008
 MS0008                         *CURRENT SURVEY CONTROL
 MS0008  ______________________________________________________________________
 MS0008* NAD 83(1986) POSITION- 41 50 31.     (N) 112 02 16.     (W)   SCALED
 MS0008* NAVD 88 ORTHO HEIGHT -  1370.540 (meters)     4496.51  (feet) ADJUSTED
 MS0008  ______________________________________________________________________
 MS0008  GEOID HEIGHT    -        -15.248 (meters)                     GEOID18
 MS0008  DYNAMIC HEIGHT  -       1369.609 (meters)     4493.46  (feet) COMP
 MS0008  MODELED GRAVITY -    979,895.8   (mgal)                       NAVD 88
 MS0008
 MS0008  VERT ORDER      -  FIRST     CLASS I
 MS0008
 MS0008.The horizontal coordinates were scaled from a map and have
 MS0008.an estimated accuracy of +/- 6 seconds.
 MS0008
 MS0008.The orthometric height was determined by differential leveling and
 MS0008.adjusted by the NATIONAL GEODETIC SURVEY
 MS0008.in June 1991.
 MS0008
 MS0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0008.GEOID18 height accuracy estimate available here.
 MS0008
 MS0008.Click photographs - Photos may exist for this station.
 MS0008
 MS0008.The dynamic height is computed by dividing the NAVD 88
 MS0008.geopotential number by the normal gravity value computed on the
 MS0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0008.degrees latitude (g = 980.6199 gals.).
 MS0008
 MS0008.The modeled gravity was interpolated from observed gravity values.
 MS0008
 MS0008;                    North         East    Units  Estimated Accuracy
 MS0008;SPC UT N     - 1,167,680.      455,330.      MT  (+/- 180 meters Scaled)
 MS0008
 MS0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM138327(NAD 83)
 MS0008
 MS0008                          SUPERSEDED SURVEY CONTROL
 MS0008
 MS0008  NGVD 29 (??/??/92) 1369.535  (m)         4493.22   (f) ADJ UNCH    1 1
 MS0008
 MS0008.Superseded values are not recommended for survey control.
 MS0008
 MS0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0008.See file dsdata.pdf to determine how the superseded data were derived.
 MS0008
 MS0008_MARKER: DB = BENCH MARK DISK
 MS0008_SETTING: 66 = SET IN ROCK OUTCROP
 MS0008_STAMPING: B 170 1967
 MS0008_MARK LOGO: CGS
 MS0008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0008+STABILITY: POSITION/ELEVATION WELL
 MS0008
 MS0008  HISTORY     - Date     Condition        Report By
 MS0008  HISTORY     - 1967     MONUMENTED       CGS
 MS0008
 MS0008                          STATION DESCRIPTION
 MS0008
 MS0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0008'2.85 MI W FROM CACHE JUNCTION.
 MS0008'2.85 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MS0008'CACHE JUNCTION, 2 RAILS SOUTHWEST OF A WOODEN GUARDRAIL, SET
 MS0008'VERTICALLY IN THE NORTHWEST FACE OF A MASSIVE OUTCROP IN A CUT, 10.2
 MS0008'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 51 FEET SOUTH AND ACROSS THE
 MS0008'TRACK FROM MILEPOLE 46, ABOUT 2 FEET HIGHER THAN THE TRACK AND 3 1/2
 MS0008'FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0095 ***********************************************************************
 MS0095  DESIGNATION -  B 171
 MS0095  PID         -  MS0095
 MS0095  STATE/COUNTY-  UT/BOX ELDER
 MS0095  COUNTRY     -  US
 MS0095  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0095
 MS0095                         *CURRENT SURVEY CONTROL
 MS0095  ______________________________________________________________________
 MS0095* NAD 83(1986) POSITION- 41 35 15.9    (N) 112 02 29.3    (W)   HD_HELD2
 MS0095* NAVD 88 ORTHO HEIGHT -  1301.364 (meters)     4269.56  (feet) ADJUSTED
 MS0095  ______________________________________________________________________
 MS0095  GEOID HEIGHT    -        -15.883 (meters)                     GEOID18
 MS0095  DYNAMIC HEIGHT  -       1300.451 (meters)     4266.56  (feet) COMP
 MS0095  MODELED GRAVITY -    979,876.6   (mgal)                       NAVD 88
 MS0095  OBS GRAVITY     -    979,876.8   (mgal)                       GRAV_OBS
 MS0095
 MS0095  VERT ORDER      -  FIRST     CLASS I
 MS0095
 MS0095.The horizontal coordinates were established by autonomous hand held GPS
 MS0095.observations and have an estimated accuracy of +/- 10 meters.
 MS0095
 MS0095.The orthometric height was determined by differential leveling and
 MS0095.adjusted by the NATIONAL GEODETIC SURVEY
 MS0095.in June 1991.
 MS0095
 MS0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0095.GEOID18 height accuracy estimate available here.
 MS0095
 MS0095.Click photographs - Photos may exist for this station.
 MS0095
 MS0095.The dynamic height is computed by dividing the NAVD 88
 MS0095.geopotential number by the normal gravity value computed on the
 MS0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0095.degrees latitude (g = 980.6199 gals.).
 MS0095
 MS0095.The modeled gravity was interpolated from observed gravity values.
 MS0095
 MS0095.The observed gravity was obtained from relative gravimeter ties
 MS0095.to the IGSN71 gravity network.
 MS0095
 MS0095;                    North         East    Units  Estimated Accuracy
 MS0095;SPC UT N     - 1,139,446.      454,852.      MT  (+/- 10 meters HH2 GPS)
 MS0095
 MS0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM1319204529(NAD 83)
 MS0095
 MS0095                          SUPERSEDED SURVEY CONTROL
 MS0095
 MS0095  NGVD 29 (??/??/92) 1300.372  (m)         4266.30   (f) ADJ UNCH    1 1
 MS0095
 MS0095.Superseded values are not recommended for survey control.
 MS0095
 MS0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0095.See file dsdata.pdf to determine how the superseded data were derived.
 MS0095
 MS0095_MARKER: DB = BENCH MARK DISK
 MS0095_SETTING: 66 = SET IN ROCK OUTCROP
 MS0095_STAMPING: B 171 1967
 MS0095_MARK LOGO: CGS
 MS0095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0095+STABILITY: POSITION/ELEVATION WELL
 MS0095
 MS0095  HISTORY     - Date     Condition        Report By
 MS0095  HISTORY     - 1967     MONUMENTED       CGS
 MS0095
 MS0095                          STATION DESCRIPTION
 MS0095
 MS0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0095'4.0 MI SE FROM HONEYVILLE.
 MS0095'4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM THE LATTER-DAY SAINTS
 MS0095'CHURCH AT HONEYVILLE, 0.05 MILE NORTHWEST OF A ROCK HOUSE, AT A SMALL
 MS0095'CUT, IN THE TOP OF A SMALL EXPOSED PORTION OF AN OUTCROP WHICH
 MS0095'PROJECTS ABOUT 0.2 FOOT ABOVE THE GROUND, 34 FEET NORTHEAST OF THE
 MS0095'CENTER LINE OF THE HIGHWAY, 64 FEET NORTHEAST AND ACROSS THE HIGHWAY
 MS0095'FROM A POWER POLE, 36 1/2 FEET SOUTHEAST OF A T FENCE JUNCTION, 0.6
 MS0095'FOOT NORTHEAST OF A FENCE, 3.9 FEET SOUTHEAST OF A WITNESS POST, AND
 MS0095'ABOUT 4 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0180 ***********************************************************************
 MS0180  DESIGNATION -  B 172
 MS0180  PID         -  MS0180
 MS0180  STATE/COUNTY-  UT/BOX ELDER
 MS0180  COUNTRY     -  US
 MS0180  USGS QUAD   -  PLAIN CITY (2017)
 MS0180
 MS0180                         *CURRENT SURVEY CONTROL
 MS0180  ______________________________________________________________________
 MS0180* NAD 83(1986) POSITION- 41 20 13.8    (N) 112 01 46.6    (W)   HD_HELD2
 MS0180* NAVD 88 ORTHO HEIGHT -  1306.434 (meters)     4286.19  (feet) ADJUSTED
 MS0180  ______________________________________________________________________
 MS0180  GEOID HEIGHT    -        -16.503 (meters)                     GEOID18
 MS0180  DYNAMIC HEIGHT  -       1305.481 (meters)     4283.07  (feet) COMP
 MS0180  MODELED GRAVITY -    979,849.3   (mgal)                       NAVD 88
 MS0180  OBS GRAVITY     -    979,849.2   (mgal)                       GRAV_OBS
 MS0180
 MS0180  VERT ORDER      -  FIRST     CLASS I
 MS0180
 MS0180.The horizontal coordinates were established by autonomous hand held GPS
 MS0180.observations and have an estimated accuracy of +/- 10 meters.
 MS0180
 MS0180.The orthometric height was determined by differential leveling and
 MS0180.adjusted by the NATIONAL GEODETIC SURVEY
 MS0180.in June 1991.
 MS0180
 MS0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0180.GEOID18 height accuracy estimate available here.
 MS0180
 MS0180.Click photographs - Photos may exist for this station.
 MS0180
 MS0180.The dynamic height is computed by dividing the NAVD 88
 MS0180.geopotential number by the normal gravity value computed on the
 MS0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0180.degrees latitude (g = 980.6199 gals.).
 MS0180
 MS0180.The modeled gravity was interpolated from observed gravity values.
 MS0180
 MS0180.The observed gravity was obtained from relative gravimeter ties
 MS0180.to the IGSN71 gravity network.
 MS0180
 MS0180;                    North         East    Units  Estimated Accuracy
 MS0180;SPC UT N     - 1,111,611.      455,671.      MT  (+/- 10 meters HH2 GPS)
 MS0180
 MS0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1385076698(NAD 83)
 MS0180
 MS0180                          SUPERSEDED SURVEY CONTROL
 MS0180
 MS0180  NGVD 29 (??/??/92) 1305.452  (m)         4282.97   (f) ADJ UNCH    1 1
 MS0180
 MS0180.Superseded values are not recommended for survey control.
 MS0180
 MS0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0180.See file dsdata.pdf to determine how the superseded data were derived.
 MS0180
 MS0180_MARKER: DB = BENCH MARK DISK
 MS0180_SETTING: 66 = SET IN ROCK OUTCROP
 MS0180_STAMPING: B 172 1967
 MS0180_MARK LOGO: CGS
 MS0180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0180+STABILITY: POSITION/ELEVATION WELL
 MS0180
 MS0180  HISTORY     - Date     Condition        Report By
 MS0180  HISTORY     - 1967     MONUMENTED       CGS
 MS0180
 MS0180                          STATION DESCRIPTION
 MS0180
 MS0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0180'8.75 MI N FROM OGDEN.
 MS0180'8.75 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MS0180'OGDEN, 1/2 POLE SOUTH OF MILEPOLE 8.75, ABOUT 90 FEET NORTH OF THE BOX
 MS0180'ELDER-WEBER COUNTY LINE, AT THE CROSSING OF 4000 NORTH STREET, 152.6
 MS0180'FEET EAST OF AND ACROSS A CONCRETE ROAD FROM THE EAST RAIL OF THE EAST
 MS0180'MAIN TRACK, 188 1/2 FEET NORTHEAST OF THE CENTER OF THE CROSSING,
 MS0180'VERTICALLY IN THE WEST FACE OF AN OUTCROP CUT, 78.2 FEET NORTHEAST OF
 MS0180'BENCH MARK H 17 (USGS), 22 1/2 FEET EAST OF THE CENTER LINE OF THE
 MS0180'CONCRETE ROAD, ABOUT 2 FEET HIGHER THAN THE GROUND AND ABOUT 5 FEET
 MS0180'HIGHER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0527 ***********************************************************************
 LO0527  DESIGNATION -  B 173
 LO0527  PID         -  LO0527
 LO0527  STATE/COUNTY-  UT/DAVIS
 LO0527  COUNTRY     -  US
 LO0527  USGS QUAD   -  FARMINGTON (2017)
 LO0527
 LO0527                         *CURRENT SURVEY CONTROL
 LO0527  ______________________________________________________________________
 LO0527* NAD 83(1986) POSITION- 40 57 08.     (N) 111 53 32.     (W)   SCALED
 LO0527* NAVD 88 ORTHO HEIGHT -  1288.005 (meters)     4225.73  (feet) ADJUSTED
 LO0527  ______________________________________________________________________
 LO0527  GEOID HEIGHT    -        -16.604 (meters)                     GEOID18
 LO0527  DYNAMIC HEIGHT  -       1287.015 (meters)     4222.48  (feet) COMP
 LO0527  MODELED GRAVITY -    979,811.4   (mgal)                       NAVD 88
 LO0527
 LO0527  VERT ORDER      -  FIRST     CLASS I
 LO0527
 LO0527.The horizontal coordinates were scaled from a map and have
 LO0527.an estimated accuracy of +/- 6 seconds.
 LO0527
 LO0527.The orthometric height was determined by differential leveling and
 LO0527.adjusted by the NATIONAL GEODETIC SURVEY
 LO0527.in June 1991.
 LO0527
 LO0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0527.GEOID18 height accuracy estimate available here.
 LO0527
 LO0527.Click photographs - Photos may exist for this station.
 LO0527
 LO0527.The dynamic height is computed by dividing the NAVD 88
 LO0527.geopotential number by the normal gravity value computed on the
 LO0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0527.degrees latitude (g = 980.6199 gals.).
 LO0527
 LO0527.The modeled gravity was interpolated from observed gravity values.
 LO0527
 LO0527;                    North         East    Units  Estimated Accuracy
 LO0527;SPC UT N     - 1,068,800.      466,980.      MT  (+/- 180 meters Scaled)
 LO0527
 LO0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL249338(NAD 83)
 LO0527
 LO0527                          SUPERSEDED SURVEY CONTROL
 LO0527
 LO0527  NGVD 29 (??/??/92) 1287.054  (m)         4222.61   (f) ADJ UNCH    1 1
 LO0527
 LO0527.Superseded values are not recommended for survey control.
 LO0527
 LO0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0527.See file dsdata.pdf to determine how the superseded data were derived.
 LO0527
 LO0527_MARKER: DB = BENCH MARK DISK
 LO0527_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0527_SP_SET: CULVERT
 LO0527_STAMPING: B 173 1967
 LO0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LO0527+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1998
 LO0527
 LO0527  HISTORY     - Date     Condition        Report By
 LO0527  HISTORY     - 1967     MONUMENTED       CGS
 LO0527  HISTORY     - 19981206 GOOD             INDIV
 LO0527
 LO0527                          STATION DESCRIPTION
 LO0527
 LO0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0527'4.8 MI N FROM WOODS CROSS.
 LO0527'4.8 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LO0527'WOODS CROSS, AT THE CROSSING OF A PRIVATE ROAD, IN THE TOP AND 2.0
 LO0527'FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF CULVERT
 LO0527'23.31, 5.3 FEET EAST OF THE EAST RAIL, 35 1/2 FEET NORTH OF THE CENTER
 LO0527'LINE OF THE PRIVATE ROAD AND EXTENDED CENTER LINE OF LUND LANE, 100.1
 LO0527'FEET NORTHEAST AND ACROSS THE TRACK FROM BENCH MARK N 1, AND ABOUT 1
 LO0527'1/2 FEET LOWER THAN THE TRACK.
 LO0527
 LO0527                          STATION RECOVERY (1998)
 LO0527
 LO0527'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (RW)
 LO0527'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0233 ***********************************************************************
 LP0233  DESIGNATION -  B 174
 LP0233  PID         -  LP0233
 LP0233  STATE/COUNTY-  UT/TOOELE
 LP0233  COUNTRY     -  US
 LP0233  USGS QUAD   -  FARNSWORTH PEAK (2017)
 LP0233
 LP0233                         *CURRENT SURVEY CONTROL
 LP0233  ______________________________________________________________________
 LP0233* NAD 83(1986) POSITION- 40 43 21.     (N) 112 13 29.     (W)   SCALED
 LP0233* NAVD 88 ORTHO HEIGHT -  1292.656 (meters)     4240.99  (feet) ADJUSTED
 LP0233  ______________________________________________________________________
 LP0233  GEOID HEIGHT    -        -17.294 (meters)                     GEOID18
 LP0233  DYNAMIC HEIGHT  -       1291.666 (meters)     4237.74  (feet) COMP
 LP0233  MODELED GRAVITY -    979,814.0   (mgal)                       NAVD 88
 LP0233  OBS GRAVITY     -    979,816.1   (mgal)                       GRAV_OBS
 LP0233
 LP0233  VERT ORDER      -  FIRST     CLASS I
 LP0233
 LP0233.The horizontal coordinates were scaled from a map and have
 LP0233.an estimated accuracy of +/- 6 seconds.
 LP0233
 LP0233.The orthometric height was determined by differential leveling and
 LP0233.adjusted by the NATIONAL GEODETIC SURVEY
 LP0233.in June 1991.
 LP0233
 LP0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0233.GEOID18 height accuracy estimate available here.
 LP0233
 LP0233.Click photographs - Photos may exist for this station.
 LP0233
 LP0233.The dynamic height is computed by dividing the NAVD 88
 LP0233.geopotential number by the normal gravity value computed on the
 LP0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0233.degrees latitude (g = 980.6199 gals.).
 LP0233
 LP0233.The modeled gravity was interpolated from observed gravity values.
 LP0233
 LP0233.The observed gravity was obtained from relative gravimeter ties
 LP0233.to the IGSN71 gravity network.
 LP0233
 LP0233;                    North         East    Units  Estimated Accuracy
 LP0233;SPC UT C     - 2,265,500.      438,770.      MT  (+/- 180 meters Scaled)
 LP0233
 LP0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL965086(NAD 83)
 LP0233
 LP0233                          SUPERSEDED SURVEY CONTROL
 LP0233
 LP0233  NGVD 29 (??/??/92) 1291.66   (m)         4237.7    (f) COMPUTED    1 1
 LP0233
 LP0233.Superseded values are not recommended for survey control.
 LP0233
 LP0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0233.See file dsdata.pdf to determine how the superseded data were derived.
 LP0233
 LP0233_MARKER: DB = BENCH MARK DISK
 LP0233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LP0233_SP_SET: PIER
 LP0233_STAMPING: B 174 1970
 LP0233_MARK LOGO: CGS
 LP0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0233
 LP0233  HISTORY     - Date     Condition        Report By
 LP0233  HISTORY     - 1970     MONUMENTED       NGS
 LP0233
 LP0233                          STATION DESCRIPTION
 LP0233
 LP0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0233'6.95 MI W FROM MAGNA.
 LP0233'0.5 MILE NORTH ALONG 9180 WEST STREET FROM WEBSTER SCHOOL AT MAGNA,
 LP0233'THENCE 5.4 MILES WEST ALONG U.S. HIGHWAYS 40 AND 50 ALTERNATE, THENCE
 LP0233'1.05 MILES WEST ALONG THE UNION PACIFIC RAILROAD, 3 POLES NORTHEAST OF
 LP0233'MILE POST 765, AT THE U.S. HIGHWAY 40 AND 50 ALTERNATE OVERPASS OVER
 LP0233'THE RAILROAD, SET VERTICALLY IN THE NORTHWEST FACE OF THE NORTH-COLUMN
 LP0233'IN THE FIRST PIER SOUTHEAST OF THE TRACK, 24.9 FEET SOUTHEAST OF THE
 LP0233'SOUTHEAST RAIL AND ABOUT 3 FEET ABOVE THE GROUND. SECTION 19, T 3 W, R
 LP0233'1 S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0275 ***********************************************************************
 LP0275  DESIGNATION -  B 176
 LP0275  PID         -  LP0275
 LP0275  STATE/COUNTY-  UT/TOOELE
 LP0275  COUNTRY     -  US
 LP0275  USGS QUAD   -  SAINT JOHN (2017)
 LP0275
 LP0275                         *CURRENT SURVEY CONTROL
 LP0275  ______________________________________________________________________
 LP0275* NAD 83(1986) POSITION- 40 15 02.     (N) 112 23 33.     (W)   SCALED
 LP0275* NAVD 88 ORTHO HEIGHT -  1543.609 (meters)     5064.32  (feet) ADJUSTED
 LP0275  ______________________________________________________________________
 LP0275  GEOID HEIGHT    -        -17.792 (meters)                     GEOID18
 LP0275  DYNAMIC HEIGHT  -       1542.249 (meters)     5059.86  (feet) COMP
 LP0275  MODELED GRAVITY -    979,690.5   (mgal)                       NAVD 88
 LP0275
 LP0275  VERT ORDER      -  FIRST     CLASS I
 LP0275
 LP0275.The horizontal coordinates were scaled from a map and have
 LP0275.an estimated accuracy of +/- 6 seconds.
 LP0275
 LP0275.The orthometric height was determined by differential leveling and
 LP0275.adjusted by the NATIONAL GEODETIC SURVEY
 LP0275.in June 1991.
 LP0275
 LP0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0275.GEOID18 height accuracy estimate available here.
 LP0275
 LP0275.Click photographs - Photos may exist for this station.
 LP0275
 LP0275.The dynamic height is computed by dividing the NAVD 88
 LP0275.geopotential number by the normal gravity value computed on the
 LP0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0275.degrees latitude (g = 980.6199 gals.).
 LP0275
 LP0275.The modeled gravity was interpolated from observed gravity values.
 LP0275
 LP0275;                    North         East    Units  Estimated Accuracy
 LP0275;SPC UT C     - 2,213,230.      424,070.      MT  (+/- 180 meters Scaled)
 LP0275
 LP0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK815564(NAD 83)
 LP0275
 LP0275                          SUPERSEDED SURVEY CONTROL
 LP0275
 LP0275  NGVD 29 (??/??/92) 1542.46   (m)         5060.6    (f) COMPUTED    1 1
 LP0275
 LP0275.Superseded values are not recommended for survey control.
 LP0275
 LP0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0275.See file dsdata.pdf to determine how the superseded data were derived.
 LP0275
 LP0275_MARKER: DB = BENCH MARK DISK
 LP0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0275_STAMPING: B 176 1970
 LP0275_MARK LOGO: CGS
 LP0275_PROJECTION: PROJECTING 9 CENTIMETERS
 LP0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0275+STABILITY: SURFACE MOTION
 LP0275
 LP0275  HISTORY     - Date     Condition        Report By
 LP0275  HISTORY     - 1970     MONUMENTED       NGS
 LP0275
 LP0275                          STATION DESCRIPTION
 LP0275
 LP0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0275'14.55 MI S FROM STOCKTON.
 LP0275'14.55 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM AN ASPHALT
 LP0275'ROAD CROSSING AT STOCKTON, 1 1/2 FEET NORTH OF MILE POST 728, 43.7
 LP0275'FEET WEST OF THE WEST RAIL, 4.5 FEET EAST OF A FENCE, 2.2 FEET NORTH
 LP0275'OF A WITNESS POST, ABOUT 10 FEET LOWER THAN THE TRACK AND IN THE TOP
 LP0275'OF A CONCRETE POST PROJECTING 0.3 FOOT.  SECTION 34, T 5W, R 6S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0090 ***********************************************************************
 KO0090  DESIGNATION -  B 177
 KO0090  PID         -  KO0090
 KO0090  STATE/COUNTY-  UT/TOOELE
 KO0090  COUNTRY     -  US
 KO0090  USGS QUAD   -  SABIE MOUNTAIN (2017)
 KO0090
 KO0090                         *CURRENT SURVEY CONTROL
 KO0090  ______________________________________________________________________
 KO0090* NAD 83(1986) POSITION- 39 59 33.     (N) 112 16 23.     (W)   SCALED
 KO0090* NAVD 88 ORTHO HEIGHT -  1809.783 (meters)     5937.60  (feet) ADJUSTED
 KO0090  ______________________________________________________________________
 KO0090  GEOID HEIGHT    -        -17.753 (meters)                     GEOID18
 KO0090  DYNAMIC HEIGHT  -       1808.059 (meters)     5931.94  (feet) COMP
 KO0090  MODELED GRAVITY -    979,609.4   (mgal)                       NAVD 88
 KO0090
 KO0090  VERT ORDER      -  FIRST     CLASS I
 KO0090
 KO0090.The horizontal coordinates were scaled from a map and have
 KO0090.an estimated accuracy of +/- 6 seconds.
 KO0090
 KO0090.The orthometric height was determined by differential leveling and
 KO0090.adjusted by the NATIONAL GEODETIC SURVEY
 KO0090.in June 1991.
 KO0090
 KO0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0090.GEOID18 height accuracy estimate available here.
 KO0090
 KO0090.Click photographs - Photos may exist for this station.
 KO0090
 KO0090.The dynamic height is computed by dividing the NAVD 88
 KO0090.geopotential number by the normal gravity value computed on the
 KO0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0090.degrees latitude (g = 980.6199 gals.).
 KO0090
 KO0090.The modeled gravity was interpolated from observed gravity values.
 KO0090
 KO0090;                    North         East    Units  Estimated Accuracy
 KO0090;SPC UT C     - 2,184,480.      433,990.      MT  (+/- 180 meters Scaled)
 KO0090
 KO0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK913277(NAD 83)
 KO0090
 KO0090                          SUPERSEDED SURVEY CONTROL
 KO0090
 KO0090  NGVD 29 (??/??/92) 1808.66   (m)         5933.9    (f) COMPUTED    1 1
 KO0090
 KO0090.Superseded values are not recommended for survey control.
 KO0090
 KO0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0090.See file dsdata.pdf to determine how the superseded data were derived.
 KO0090
 KO0090_MARKER: DB = BENCH MARK DISK
 KO0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0090_STAMPING: B 177 1970
 KO0090_MARK LOGO: CGS
 KO0090_PROJECTION: PROJECTING 9 CENTIMETERS
 KO0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0090+STABILITY: SURFACE MOTION
 KO0090
 KO0090  HISTORY     - Date     Condition        Report By
 KO0090  HISTORY     - 1970     MONUMENTED       NGS
 KO0090
 KO0090                          STATION DESCRIPTION
 KO0090
 KO0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0090'3.5 MI SE FROM LOFGREEN.
 KO0090'3.5 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0090'SIGN AT LOFGREEN, 1 1/2 POLES SOUTHEAST OF MILE POST 706.50, AT THE
 KO0090'SOUTHEAST END OF A LONG DEEP CUT, 46.3 FEET NORTHEAST OF THE NORTHEAST
 KO0090'RAIL, 146 FEET NORTH AND ACROSS THE TRACK FROM THE SECOND POLE
 KO0090'SOUTHEAST OF MILE POST 706.50, 2.0 FEET NORTHWEST OF A WITNESS POST,
 KO0090'ABOUT 6 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST
 KO0090'PROJECTING 0.3 FOOT.  SECTION 34, T4W, R9S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0033 ***********************************************************************
 KO0033  DESIGNATION -  B 178
 KO0033  PID         -  KO0033
 KO0033  STATE/COUNTY-  UT/JUAB
 KO0033  COUNTRY     -  US
 KO0033  USGS QUAD   -  JERICHO (2017)
 KO0033
 KO0033                         *CURRENT SURVEY CONTROL
 KO0033  ______________________________________________________________________
 KO0033* NAD 83(1986) POSITION- 39 43 55.     (N) 112 12 43.     (W)   SCALED
 KO0033* NAVD 88 ORTHO HEIGHT -  1604.349 (meters)     5263.60  (feet) ADJUSTED
 KO0033  ______________________________________________________________________
 KO0033  GEOID HEIGHT    -        -18.083 (meters)                     GEOID18
 KO0033  DYNAMIC HEIGHT  -       1602.863 (meters)     5258.73  (feet) COMP
 KO0033  MODELED GRAVITY -    979,643.5   (mgal)                       NAVD 88
 KO0033
 KO0033  VERT ORDER      -  FIRST     CLASS I
 KO0033
 KO0033.The horizontal coordinates were scaled from a map and have
 KO0033.an estimated accuracy of +/- 6 seconds.
 KO0033
 KO0033.The orthometric height was determined by differential leveling and
 KO0033.adjusted by the NATIONAL GEODETIC SURVEY
 KO0033.in June 1991.
 KO0033
 KO0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0033.GEOID18 height accuracy estimate available here.
 KO0033
 KO0033.Click photographs - Photos may exist for this station.
 KO0033
 KO0033.The dynamic height is computed by dividing the NAVD 88
 KO0033.geopotential number by the normal gravity value computed on the
 KO0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0033.degrees latitude (g = 980.6199 gals.).
 KO0033
 KO0033.The modeled gravity was interpolated from observed gravity values.
 KO0033
 KO0033;                    North         East    Units  Estimated Accuracy
 KO0033;SPC UT C     - 2,155,510.      438,970.      MT  (+/- 180 meters Scaled)
 KO0033
 KO0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ961987(NAD 83)
 KO0033
 KO0033                          SUPERSEDED SURVEY CONTROL
 KO0033
 KO0033.No superseded survey control is available for this station.
 KO0033
 KO0033_MARKER: DB = BENCH MARK DISK
 KO0033_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0033_SP_SET: CULVERT HEADWALL
 KO0033_STAMPING: B 178 1970
 KO0033_MARK LOGO: CGS
 KO0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0033+STABILITY: SURFACE MOTION
 KO0033
 KO0033  HISTORY     - Date     Condition        Report By
 KO0033  HISTORY     - 1970     MONUMENTED       NGS
 KO0033
 KO0033                          STATION DESCRIPTION
 KO0033
 KO0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0033'14.35 MI S FROM TINTIC JUNCTION.
 KO0033'14.35 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 KO0033'TINTIC JUNCTION, 2 1/2 POLES SOUTH OF MILEPOLE 684.25, IN THE TOP OF
 KO0033'THE CENTER OF THE EAST CONCRETE HEAD WALL OF CULVERT 684.18, 11.9 FEET
 KO0033'EAST OF THE EAST RAIL, 7.0 FEET SOUTH OF THE NORTH END OF THE HEAD
 KO0033'WALL, AND ABOUT 4 FEET LOWER THAN THE TRACK.  SECTION 32, T 12S, R 3W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0099 ***********************************************************************
 KO0099  DESIGNATION -  B 179
 KO0099  PID         -  KO0099
 KO0099  STATE/COUNTY-  UT/MILLARD
 KO0099  COUNTRY     -  US
 KO0099  USGS QUAD   -  STRONG (2017)
 KO0099
 KO0099                         *CURRENT SURVEY CONTROL
 KO0099  ______________________________________________________________________
 KO0099* NAD 83(1986) POSITION- 39 28 20.     (N) 112 25 43.     (W)   SCALED
 KO0099* NAVD 88 ORTHO HEIGHT -  1458.112 (meters)     4783.82  (feet) ADJUSTED
 KO0099  ______________________________________________________________________
 KO0099  GEOID HEIGHT    -        -18.806 (meters)                     GEOID18
 KO0099  DYNAMIC HEIGHT  -       1456.791 (meters)     4779.49  (feet) COMP
 KO0099  MODELED GRAVITY -    979,669.9   (mgal)                       NAVD 88
 KO0099  OBS GRAVITY     -    979,667.7   (mgal)                       GRAV_OBS
 KO0099
 KO0099  VERT ORDER      -  FIRST     CLASS I
 KO0099
 KO0099.The horizontal coordinates were scaled from a map and have
 KO0099.an estimated accuracy of +/- 6 seconds.
 KO0099
 KO0099.The orthometric height was determined by differential leveling and
 KO0099.adjusted by the NATIONAL GEODETIC SURVEY
 KO0099.in June 1991.
 KO0099
 KO0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0099.GEOID18 height accuracy estimate available here.
 KO0099
 KO0099.Click photographs - Photos may exist for this station.
 KO0099
 KO0099.The dynamic height is computed by dividing the NAVD 88
 KO0099.geopotential number by the normal gravity value computed on the
 KO0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0099.degrees latitude (g = 980.6199 gals.).
 KO0099
 KO0099.The modeled gravity was interpolated from observed gravity values.
 KO0099
 KO0099.The observed gravity was obtained from relative gravimeter ties
 KO0099.to the IGSN71 gravity network.
 KO0099
 KO0099;                    North         East    Units  Estimated Accuracy
 KO0099;SPC UT C     - 2,126,850.      420,100.      MT  (+/- 180 meters Scaled)
 KO0099
 KO0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ771701(NAD 83)
 KO0099
 KO0099                          SUPERSEDED SURVEY CONTROL
 KO0099
 KO0099  NGVD 29 (??/??/92) 1456.99   (m)         4780.1    (f) COMPUTED    1 1
 KO0099
 KO0099.Superseded values are not recommended for survey control.
 KO0099
 KO0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0099.See file dsdata.pdf to determine how the superseded data were derived.
 KO0099
 KO0099_MARKER: DB = BENCH MARK DISK
 KO0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0099_STAMPING: B 179 1970
 KO0099_MARK LOGO: CGS
 KO0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0099+STABILITY: SURFACE MOTION
 KO0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0099+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 KO0099
 KO0099  HISTORY     - Date     Condition        Report By
 KO0099  HISTORY     - 1970     MONUMENTED       NGS
 KO0099  HISTORY     - 20010226 GOOD             INDIV
 KO0099
 KO0099                          STATION DESCRIPTION
 KO0099
 KO0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0099'4.35 MI SW FROM LYNNDYL.
 KO0099'4.35 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0099'SIGN AT LYNNDYL, 187 1/2 FEET SOUTHEAST AND ACROSS THE TRACK FROM
 KO0099'MILEPOLE 661.50, 92.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 5.5 FEET
 KO0099'NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 1 1/2 FEET NORTHEAST OF
 KO0099'A TELEPHONE POLE, 2.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 1/2
 KO0099'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 KO0099'PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 32, T 15 S, R 5 W.
 KO0099
 KO0099                          STATION RECOVERY (2001)
 KO0099
 KO0099'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (DKS)
 KO0099'OBSERVED COORDINATES  N39 28 22 W112 25 41
 KO0099'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0560 ***********************************************************************
 LO0560  DESIGNATION -  B 18
 LO0560  PID         -  LO0560
 LO0560  STATE/COUNTY-  UT/SALT LAKE
 LO0560  COUNTRY     -  US
 LO0560  USGS QUAD   -  MIDVALE (2017)
 LO0560
 LO0560                         *CURRENT SURVEY CONTROL
 LO0560  ______________________________________________________________________
 LO0560* NAD 83(1986) POSITION- 40 31 37.     (N) 111 54 14.     (W)   SCALED
 LO0560* NAVD 88 ORTHO HEIGHT -  1345.493 (meters)     4414.34  (feet) ADJUSTED
 LO0560  ______________________________________________________________________
 LO0560  GEOID HEIGHT    -        -17.244 (meters)                     GEOID18
 LO0560  DYNAMIC HEIGHT  -       1344.359 (meters)     4410.62  (feet) COMP
 LO0560  MODELED GRAVITY -    979,736.4   (mgal)                       NAVD 88
 LO0560
 LO0560  VERT ORDER      -  FIRST     CLASS II
 LO0560
 LO0560.The horizontal coordinates were scaled from a map and have
 LO0560.an estimated accuracy of +/- 6 seconds.
 LO0560
 LO0560.The orthometric height was determined by differential leveling and
 LO0560.adjusted by the NATIONAL GEODETIC SURVEY
 LO0560.in June 1991.
 LO0560
 LO0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0560.GEOID18 height accuracy estimate available here.
 LO0560
 LO0560.Click photographs - Photos may exist for this station.
 LO0560
 LO0560.The dynamic height is computed by dividing the NAVD 88
 LO0560.geopotential number by the normal gravity value computed on the
 LO0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0560.degrees latitude (g = 980.6199 gals.).
 LO0560
 LO0560.The modeled gravity was interpolated from observed gravity values.
 LO0560
 LO0560;                    North         East    Units  Estimated Accuracy
 LO0560;SPC UT C     - 2,243,620.      465,780.      MT  (+/- 180 meters Scaled)
 LO0560
 LO0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK234866(NAD 83)
 LO0560
 LO0560                          SUPERSEDED SURVEY CONTROL
 LO0560
 LO0560  NGVD 29 (??/??/92) 1344.507  (m)         4411.10   (f) ADJ UNCH    1 2
 LO0560
 LO0560.Superseded values are not recommended for survey control.
 LO0560
 LO0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0560.See file dsdata.pdf to determine how the superseded data were derived.
 LO0560
 LO0560_MARKER: DB = BENCH MARK DISK
 LO0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0560_STAMPING: 4411.103 B 18 1927
 LO0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0560+STABILITY: SURFACE MOTION
 LO0560
 LO0560  HISTORY     - Date     Condition        Report By
 LO0560  HISTORY     - 1927     MONUMENTED       CGS
 LO0560  HISTORY     - 1934     GOOD             CGS
 LO0560  HISTORY     - 1983     MARK NOT FOUND   NGS
 LO0560
 LO0560                          STATION DESCRIPTION
 LO0560
 LO0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0560'IN RIVERTON.
 LO0560'AT RIVERTON, SALT LAKE COUNTY, ABOUT 120 FEET EAST OF THE DENVER AND
 LO0560'RIO GRANDE WESTERN RAILROAD STATION, 40 FEET NORTH OF THE CENTERLINE
 LO0560'OF A CONCRETE HIGHWAY, AND AT A FENCE CORNER.  A STANDARD DISK,
 LO0560'STAMPED 4411.103 B 18 1927 AND SET IN THE TOP OF A CONCRETE POST.
 LO0560
 LO0560                          STATION RECOVERY (1983)
 LO0560
 LO0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LO0560'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0204 ***********************************************************************
 KO0204  DESIGNATION -  B 180
 KO0204  PID         -  KO0204
 KO0204  STATE/COUNTY-  UT/MILLARD
 KO0204  COUNTRY     -  US
 KO0204  USGS QUAD   -  SUNSTONE KNOLL (2017)
 KO0204
 KO0204                         *CURRENT SURVEY CONTROL
 KO0204  ______________________________________________________________________
 KO0204* NAD 83(1986) POSITION- 39 10 52.     (N) 112 42 05.     (W)   SCALED
 KO0204* NAVD 88 ORTHO HEIGHT -  1406.822 (meters)     4615.55  (feet) ADJUSTED
 KO0204  ______________________________________________________________________
 KO0204  GEOID HEIGHT    -        -19.979 (meters)                     GEOID18
 KO0204  DYNAMIC HEIGHT  -       1405.492 (meters)     4611.19  (feet) COMP
 KO0204  MODELED GRAVITY -    979,633.6   (mgal)                       NAVD 88
 KO0204
 KO0204  VERT ORDER      -  FIRST     CLASS I
 KO0204
 KO0204.The horizontal coordinates were scaled from a map and have
 KO0204.an estimated accuracy of +/- 6 seconds.
 KO0204
 KO0204.The orthometric height was determined by differential leveling and
 KO0204.adjusted by the NATIONAL GEODETIC SURVEY
 KO0204.in June 1991.
 KO0204
 KO0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0204.GEOID18 height accuracy estimate available here.
 KO0204
 KO0204.Click photographs - Photos may exist for this station.
 KO0204
 KO0204.The dynamic height is computed by dividing the NAVD 88
 KO0204.geopotential number by the normal gravity value computed on the
 KO0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0204.degrees latitude (g = 980.6199 gals.).
 KO0204
 KO0204.The modeled gravity was interpolated from observed gravity values.
 KO0204
 KO0204;                    North         East    Units  Estimated Accuracy
 KO0204;SPC UT C     - 2,094,820.      396,200.      MT  (+/- 180 meters Scaled)
 KO0204
 KO0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ530382(NAD 83)
 KO0204
 KO0204                          SUPERSEDED SURVEY CONTROL
 KO0204
 KO0204.No superseded survey control is available for this station.
 KO0204
 KO0204_MARKER: DB = BENCH MARK DISK
 KO0204_SETTING: 66 = SET IN ROCK OUTCROP
 KO0204_STAMPING: B 180 1970
 KO0204_MARK LOGO: CGS
 KO0204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0204+STABILITY: POSITION/ELEVATION WELL
 KO0204
 KO0204  HISTORY     - Date     Condition        Report By
 KO0204  HISTORY     - 1970     MONUMENTED       NGS
 KO0204
 KO0204                          STATION DESCRIPTION
 KO0204
 KO0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0204'13.8 MI SW FROM DELTA.
 KO0204'13.65 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KO0204'STATION AT DELTA, THENCE 0.15 MILE WEST ALONG A DIRT TRACK ROAD, ABOUT
 KO0204'0.15 MILE WEST OF MILEPOLE 635.75, ON THE TOP AND ALONG THE SOUTH EDGE
 KO0204'OF A LAVA ROCK COVERED HILL, IN THE TOP OF A 3- BY 3-FOOT LAVA ROCK
 KO0204'OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 146 FEET NORTH
 KO0204'OF THE CENTER LINE OF THE ROAD, 71.1 FEET WEST OF BENCH MARK A 180,
 KO0204'ABOUT 42 FEET HIGHER THAN THE ROAD AND 2 FEET HIGHER THAN BENCH MARK A
 KO0204'180.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0252 ***********************************************************************
 JO0252  DESIGNATION -  B 181
 JO0252  PID         -  JO0252
 JO0252  STATE/COUNTY-  UT/MILLARD
 JO0252  COUNTRY     -  US
 JO0252  USGS QUAD   -  BORDEN (2017)
 JO0252
 JO0252                         *CURRENT SURVEY CONTROL
 JO0252  ______________________________________________________________________
 JO0252* NAD 83(1986) POSITION- 38 53 58.     (N) 112 49 01.     (W)   SCALED
 JO0252* NAVD 88 ORTHO HEIGHT -  1455.117 (meters)     4774.00  (feet) ADJUSTED
 JO0252  ______________________________________________________________________
 JO0252  GEOID HEIGHT    -        -20.116 (meters)                     GEOID18
 JO0252  DYNAMIC HEIGHT  -       1453.697 (meters)     4769.34  (feet) COMP
 JO0252  MODELED GRAVITY -    979,601.6   (mgal)                       NAVD 88
 JO0252
 JO0252  VERT ORDER      -  FIRST     CLASS I
 JO0252
 JO0252.The horizontal coordinates were scaled from a map and have
 JO0252.an estimated accuracy of +/- 6 seconds.
 JO0252
 JO0252.The orthometric height was determined by differential leveling and
 JO0252.adjusted by the NATIONAL GEODETIC SURVEY
 JO0252.in June 1991.
 JO0252
 JO0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0252.GEOID18 height accuracy estimate available here.
 JO0252
 JO0252.Click photographs - Photos may exist for this station.
 JO0252
 JO0252.The dynamic height is computed by dividing the NAVD 88
 JO0252.geopotential number by the normal gravity value computed on the
 JO0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0252.degrees latitude (g = 980.6199 gals.).
 JO0252
 JO0252.The modeled gravity was interpolated from observed gravity values.
 JO0252
 JO0252;                    North         East    Units  Estimated Accuracy
 JO0252;SPC UT C     - 2,063,690.      385,760.      MT  (+/- 180 meters Scaled)
 JO0252
 JO0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ424071(NAD 83)
 JO0252
 JO0252                          SUPERSEDED SURVEY CONTROL
 JO0252
 JO0252  NGVD 29 (??/??/92) 1454.03   (m)         4770.4    (f) COMPUTED    1 1
 JO0252
 JO0252.Superseded values are not recommended for survey control.
 JO0252
 JO0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0252.See file dsdata.pdf to determine how the superseded data were derived.
 JO0252
 JO0252_MARKER: DB = BENCH MARK DISK
 JO0252_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0252_SP_SET: CULVERT HEADWALL
 JO0252_STAMPING: B 181 1970
 JO0252_MARK LOGO: CGS
 JO0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0252+STABILITY: SURFACE MOTION
 JO0252
 JO0252  HISTORY     - Date     Condition        Report By
 JO0252  HISTORY     - 1970     MONUMENTED       NGS
 JO0252
 JO0252                          STATION DESCRIPTION
 JO0252
 JO0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0252'15.75 MI NE FROM BLACK ROCK.
 JO0252'15.75 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JO0252'STATION AT BLACK ROCK, 5 POLES NORTH OF MILEPOLE 615, IN THE TOP AND
 JO0252'0.7 FOOT SOUTH OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF
 JO0252'CULVERT 615.17, 17.4 FEET EAST OF THE EAST RAIL, AND ABOUT 4 1/2 FEET
 JO0252'LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0220 ***********************************************************************
 JO0220  DESIGNATION -  B 182
 JO0220  PID         -  JO0220
 JO0220  STATE/COUNTY-  UT/MILLARD
 JO0220  COUNTRY     -  US
 JO0220  USGS QUAD   -  BLACK ROCK (2017)
 JO0220
 JO0220                         *CURRENT SURVEY CONTROL
 JO0220  ______________________________________________________________________
 JO0220* NAD 83(1986) POSITION- 38 41 24.     (N) 112 58 31.     (W)   SCALED
 JO0220* NAVD 88 ORTHO HEIGHT -  1486.433 (meters)     4876.74  (feet) ADJUSTED
 JO0220  ______________________________________________________________________
 JO0220  GEOID HEIGHT    -        -20.440 (meters)                     GEOID18
 JO0220  DYNAMIC HEIGHT  -       1484.957 (meters)     4871.90  (feet) COMP
 JO0220  MODELED GRAVITY -    979,583.6   (mgal)                       NAVD 88
 JO0220
 JO0220  VERT ORDER      -  FIRST     CLASS I
 JO0220
 JO0220.The horizontal coordinates were scaled from a map and have
 JO0220.an estimated accuracy of +/- 6 seconds.
 JO0220
 JO0220.The orthometric height was determined by differential leveling and
 JO0220.adjusted by the NATIONAL GEODETIC SURVEY
 JO0220.in June 1991.
 JO0220
 JO0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0220.GEOID18 height accuracy estimate available here.
 JO0220
 JO0220.Click photographs - Photos may exist for this station.
 JO0220
 JO0220.The dynamic height is computed by dividing the NAVD 88
 JO0220.geopotential number by the normal gravity value computed on the
 JO0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0220.degrees latitude (g = 980.6199 gals.).
 JO0220
 JO0220.The modeled gravity was interpolated from observed gravity values.
 JO0220
 JO0220;                    North         East    Units  Estimated Accuracy
 JO0220;SPC UT C     - 2,040,660.      371,640.      MT  (+/- 180 meters Scaled)
 JO0220
 JO0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH282842(NAD 83)
 JO0220
 JO0220                          SUPERSEDED SURVEY CONTROL
 JO0220
 JO0220  NGVD 29 (??/??/92) 1485.143  (m)         4872.51   (f) ADJ UNCH    1 1
 JO0220
 JO0220.Superseded values are not recommended for survey control.
 JO0220
 JO0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0220.See file dsdata.pdf to determine how the superseded data were derived.
 JO0220
 JO0220_MARKER: DB = BENCH MARK DISK
 JO0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0220_STAMPING: B 182 1970
 JO0220_MARK LOGO: CGS
 JO0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0220+STABILITY: SURFACE MOTION
 JO0220
 JO0220  HISTORY     - Date     Condition        Report By
 JO0220  HISTORY     - 1970     MONUMENTED       NGS
 JO0220
 JO0220                          STATION DESCRIPTION
 JO0220
 JO0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0220'1.9 MI S FROM BLACK ROCK.
 JO0220'1.9 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JO0220'BLACK ROCK, 1 FOOT SOUTH OF MILEPOLE 597.50, 88.5 FEET WEST OF THE
 JO0220'WEST RAIL, 45 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 257, 9.9
 JO0220'FEET EAST OF A FENCE, 1.6 FEET NORTH OF A WITNESS POST, ABOUT 6 1/2
 JO0220'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JO0220'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0326 ***********************************************************************
 JO0326  DESIGNATION -  B 183
 JO0326  PID         -  JO0326
 JO0326  STATE/COUNTY-  UT/BEAVER
 JO0326  COUNTRY     -  US
 JO0326  USGS QUAD   -  MILFORD (2017)
 JO0326
 JO0326                         *CURRENT SURVEY CONTROL
 JO0326  ______________________________________________________________________
 JO0326* NAD 83(1986) POSITION- 38 23 48.     (N) 113 01 01.     (W)   SCALED
 JO0326* NAVD 88 ORTHO HEIGHT -  1531.271 (meters)     5023.84  (feet) ADJUSTED
 JO0326  ______________________________________________________________________
 JO0326  GEOID HEIGHT    -        -20.952 (meters)                     GEOID18
 JO0326  DYNAMIC HEIGHT  -       1529.665 (meters)     5018.58  (feet) COMP
 JO0326  MODELED GRAVITY -    979,526.5   (mgal)                       NAVD 88
 JO0326
 JO0326  VERT ORDER      -  FIRST     CLASS I
 JO0326
 JO0326.The horizontal coordinates were scaled from a map and have
 JO0326.an estimated accuracy of +/- 6 seconds.
 JO0326
 JO0326.The orthometric height was determined by differential leveling and
 JO0326.adjusted by the NATIONAL GEODETIC SURVEY
 JO0326.in June 1991.
 JO0326
 JO0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0326.GEOID18 height accuracy estimate available here.
 JO0326
 JO0326.Click photographs - Photos may exist for this station.
 JO0326
 JO0326.The dynamic height is computed by dividing the NAVD 88
 JO0326.geopotential number by the normal gravity value computed on the
 JO0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0326.degrees latitude (g = 980.6199 gals.).
 JO0326
 JO0326.The modeled gravity was interpolated from observed gravity values.
 JO0326
 JO0326;                    North         East    Units  Estimated Accuracy
 JO0326;SPC UT S     - 3,193,080.      367,490.      MT  (+/- 180 meters Scaled)
 JO0326
 JO0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH238517(NAD 83)
 JO0326
 JO0326                          SUPERSEDED SURVEY CONTROL
 JO0326
 JO0326.No superseded survey control is available for this station.
 JO0326
 JO0326_MARKER: DB = BENCH MARK DISK
 JO0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JO0326_SP_SET: FOUNDATION
 JO0326_STAMPING: B 183 1970
 JO0326_MARK LOGO: CGS
 JO0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0326
 JO0326  HISTORY     - Date     Condition        Report By
 JO0326  HISTORY     - 1970     MONUMENTED       NGS
 JO0326  HISTORY     - 1984     GOOD             NGS
 JO0326
 JO0326                          STATION DESCRIPTION
 JO0326
 JO0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0326'IN MILFORD.
 JO0326'AT MILFORD, 0.4 MILE WEST ALONG STATE HIGHWAY 21 (CENTER STREET WEST)
 JO0326'FROM THE JUNCTION OF MAIN STREET, AT THE SOUTHWEST CORNER OF THE
 JO0326'JUNCTION OF 500 WEST STREET SOUTH, SET VERTICALLY IN THE WEST FACE OF
 JO0326'THE CONCRETE FOUNDATION OF A LARGE BRICK BUILDING, 62 FEET SOUTH OF
 JO0326'THE CENTER LINE OF THE HIGHWAY, 5.3 FEET SOUTH OF THE NORTHWEST CORNER
 JO0326'OF THE BUILDING, AND 1.5 FEET ABOVE THE GROUND.  SECTION 7, T 28S,
 JO0326'R10W.
 JO0326
 JO0326                          STATION RECOVERY (1984)
 JO0326
 JO0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0326'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0274 ***********************************************************************
 MR0274  DESIGNATION -  B 2
 MR0274  PID         -  MR0274
 MR0274  STATE/COUNTY-  UT/RICH
 MR0274  COUNTRY     -  US
 MR0274  USGS QUAD   -  WOODRUFF (2017)
 MR0274
 MR0274                         *CURRENT SURVEY CONTROL
 MR0274  ______________________________________________________________________
 MR0274* NAD 83(1986) POSITION- 41 37 17.     (N) 111 10 46.     (W)   SCALED
 MR0274* NAVD 88 ORTHO HEIGHT -  1911.819 (meters)     6272.36  (feet) ADJUSTED
 MR0274  ______________________________________________________________________
 MR0274  GEOID HEIGHT    -        -14.987 (meters)                     GEOID18
 MR0274  DYNAMIC HEIGHT  -       1910.174 (meters)     6266.96  (feet) COMP
 MR0274  MODELED GRAVITY -    979,695.1   (mgal)                       NAVD 88
 MR0274
 MR0274  VERT ORDER      -  SECOND    CLASS 0
 MR0274
 MR0274.The horizontal coordinates were scaled from a map and have
 MR0274.an estimated accuracy of +/- 6 seconds.
 MR0274
 MR0274.The orthometric height was determined by differential leveling and
 MR0274.adjusted by the NATIONAL GEODETIC SURVEY
 MR0274.in June 1991.
 MR0274
 MR0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0274.GEOID18 height accuracy estimate available here.
 MR0274
 MR0274.Click photographs - Photos may exist for this station.
 MR0274
 MR0274.The dynamic height is computed by dividing the NAVD 88
 MR0274.geopotential number by the normal gravity value computed on the
 MR0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0274.degrees latitude (g = 980.6199 gals.).
 MR0274
 MR0274.The modeled gravity was interpolated from observed gravity values.
 MR0274
 MR0274;                    North         East    Units  Estimated Accuracy
 MR0274;SPC UT N     - 1,143,090.      526,710.      MT  (+/- 180 meters Scaled)
 MR0274
 MR0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM850077(NAD 83)
 MR0274
 MR0274                          SUPERSEDED SURVEY CONTROL
 MR0274
 MR0274  NGVD 29 (??/??/92) 1910.495  (m)         6268.02   (f) ADJ UNCH    2 0
 MR0274
 MR0274.Superseded values are not recommended for survey control.
 MR0274
 MR0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0274.See file dsdata.pdf to determine how the superseded data were derived.
 MR0274
 MR0274_MARKER: P = PIPE CAP
 MR0274_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MR0274_STAMPING: 6265 B 1909 2
 MR0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0274
 MR0274  HISTORY     - Date     Condition        Report By
 MR0274  HISTORY     - 1909     MONUMENTED       USGS
 MR0274  HISTORY     - 1934     GOOD             CGS
 MR0274
 MR0274                          STATION DESCRIPTION
 MR0274
 MR0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0274'3.1 MI S FROM RANDOLPH.
 MR0274'3.1 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE COUNTY COURTHOUSE, IN
 MR0274'THE SOUTHWEST CORNER OF A FIELD BELONGING TO MRS. MARK KENNEDY, EAST
 MR0274'OF THE HIGHWAY, AND ON THE NORTH BANK OF AN IRRIGATION DITCH.  A
 MR0274'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, AND RIVETED ON THE TOP
 MR0274'OF A 3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0226 ***********************************************************************
 JM0226  DESIGNATION -  B 20
 JM0226  PID         -  JM0226
 JM0226  STATE/COUNTY-  UT/SAN JUAN
 JM0226  COUNTRY     -  US
 JM0226  USGS QUAD   -  KANE SPRINGS (2017)
 JM0226
 JM0226                         *CURRENT SURVEY CONTROL
 JM0226  ______________________________________________________________________
 JM0226* NAD 83(1986) POSITION- 38 27 02.     (N) 109 26 16.     (W)   SCALED
 JM0226* NAVD 88 ORTHO HEIGHT -  1573.607 (meters)     5162.74  (feet) ADJUSTED
 JM0226  ______________________________________________________________________
 JM0226  GEOID HEIGHT    -        -19.467 (meters)                     GEOID18
 JM0226  DYNAMIC HEIGHT  -       1571.906 (meters)     5157.16  (feet) COMP
 JM0226  MODELED GRAVITY -    979,493.1   (mgal)                       NAVD 88
 JM0226
 JM0226  VERT ORDER      -  FIRST     CLASS II
 JM0226
 JM0226.The horizontal coordinates were scaled from a map and have
 JM0226.an estimated accuracy of +/- 6 seconds.
 JM0226
 JM0226.The orthometric height was determined by differential leveling and
 JM0226.adjusted by the NATIONAL GEODETIC SURVEY
 JM0226.in June 1991.
 JM0226
 JM0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0226.GEOID18 height accuracy estimate available here.
 JM0226
 JM0226.Click photographs - Photos may exist for this station.
 JM0226
 JM0226.The dynamic height is computed by dividing the NAVD 88
 JM0226.geopotential number by the normal gravity value computed on the
 JM0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0226.degrees latitude (g = 980.6199 gals.).
 JM0226
 JM0226.The modeled gravity was interpolated from observed gravity values.
 JM0226
 JM0226;                    North         East    Units  Estimated Accuracy
 JM0226;SPC UT S     - 3,199,980.      680,010.      MT  (+/- 180 meters Scaled)
 JM0226
 JM0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH363569(NAD 83)
 JM0226
 JM0226                          SUPERSEDED SURVEY CONTROL
 JM0226
 JM0226  NGVD 29 (??/??/92) 1572.553  (m)         5159.28   (f) ADJ UNCH    1 2
 JM0226
 JM0226.Superseded values are not recommended for survey control.
 JM0226
 JM0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0226.See file dsdata.pdf to determine how the superseded data were derived.
 JM0226
 JM0226_MARKER: DB = BENCH MARK DISK
 JM0226_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JM0226_SP_SET: CULVERT HEADWALL
 JM0226_STAMPING: 5159.284 B 20 1933
 JM0226_MARK LOGO: CGS
 JM0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0226+STABILITY: SURFACE MOTION
 JM0226
 JM0226  HISTORY     - Date     Condition        Report By
 JM0226  HISTORY     - 1933     MONUMENTED       CGS
 JM0226  HISTORY     - 1934     GOOD             CGS
 JM0226  HISTORY     - 1982     MARK NOT FOUND   USGS
 JM0226  HISTORY     - 20091218 MARK NOT FOUND   GEOCAC
 JM0226
 JM0226                          STATION DESCRIPTION
 JM0226
 JM0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0226'11.1 MI SE FROM MOAB.
 JM0226'IN SAN JUAN COUNTY, 11.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 450 FROM
 JM0226'THE COURTHOUSE AT MOAB, GRAND COUNTY, 2.8 MILES SOUTHEAST OF THE GRAND
 JM0226'SAN JUAN COUNTY LINE, AT A 6- BY 6-FOOT CONCRETE BOX CULVERT, AND IN
 JM0226'THE TOP OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL.  A STANDARD
 JM0226'DISK, STAMPED 5159.284 B 20 1933.
 JM0226
 JM0226                          STATION RECOVERY (1982)
 JM0226
 JM0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0226'MARK NOT FOUND.
 JM0226
 JM0226                          STATION RECOVERY (2009)
 JM0226
 JM0226'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0226'HIGHWAY IS NOW US 191 AND HAS BEEN RE-ALIGNED ABOUT 100 FEET UPHILL
 JM0226'(SOUTHWEST), OLD CULVERT STRUCTURE NOT SEEN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0254 ***********************************************************************
 JM0254  DESIGNATION -  B 21
 JM0254  PID         -  JM0254
 JM0254  STATE/COUNTY-  UT/SAN JUAN
 JM0254  COUNTRY     -  US
 JM0254  USGS QUAD   -  SANDSTONE DRAW (2017)
 JM0254
 JM0254                         *CURRENT SURVEY CONTROL
 JM0254  ______________________________________________________________________
 JM0254* NAD 83(1986) POSITION- 38 08 48.3    (N) 109 22 16.5    (W)   HD_HELD2
 JM0254* NAVD 88 ORTHO HEIGHT -  1831.285 (meters)     6008.14  (feet) ADJUSTED
 JM0254  ______________________________________________________________________
 JM0254  GEOID HEIGHT    -        -18.936 (meters)                     GEOID18
 JM0254  DYNAMIC HEIGHT  -       1829.236 (meters)     6001.42  (feet) COMP
 JM0254  MODELED GRAVITY -    979,445.1   (mgal)                       NAVD 88
 JM0254
 JM0254  VERT ORDER      -  FIRST     CLASS II
 JM0254
 JM0254.The horizontal coordinates were established by autonomous hand held GPS
 JM0254.observations and have an estimated accuracy of +/- 10 meters.
 JM0254
 JM0254.The orthometric height was determined by differential leveling and
 JM0254.adjusted by the NATIONAL GEODETIC SURVEY
 JM0254.in June 1991.
 JM0254
 JM0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0254.GEOID18 height accuracy estimate available here.
 JM0254
 JM0254.Click photographs - Photos may exist for this station.
 JM0254
 JM0254.The dynamic height is computed by dividing the NAVD 88
 JM0254.geopotential number by the normal gravity value computed on the
 JM0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0254.degrees latitude (g = 980.6199 gals.).
 JM0254
 JM0254.The modeled gravity was interpolated from observed gravity values.
 JM0254
 JM0254;                    North         East    Units  Estimated Accuracy
 JM0254;SPC UT S     - 3,166,391.      686,579.      MT  (+/- 10 meters HH2 GPS)
 JM0254
 JM0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH4271923350(NAD 83)
 JM0254
 JM0254                          SUPERSEDED SURVEY CONTROL
 JM0254
 JM0254  NGVD 29 (??/??/92) 1830.227  (m)         6004.67   (f) ADJ UNCH    1 2
 JM0254
 JM0254.Superseded values are not recommended for survey control.
 JM0254
 JM0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0254.See file dsdata.pdf to determine how the superseded data were derived.
 JM0254
 JM0254_MARKER: DB = BENCH MARK DISK
 JM0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0254_STAMPING: 6004.670 B 21 1933
 JM0254_MARK LOGO: CGS
 JM0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0254+STABILITY: SURFACE MOTION
 JM0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0254+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2012
 JM0254
 JM0254  HISTORY     - Date     Condition        Report By
 JM0254  HISTORY     - 1933     MONUMENTED       CGS
 JM0254  HISTORY     - 1934     GOOD             CGS
 JM0254  HISTORY     - 1982     GOOD             USGS
 JM0254  HISTORY     - 20120906 GOOD             GEOCAC
 JM0254
 JM0254                          STATION DESCRIPTION
 JM0254
 JM0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0254'19.7 MI N FROM MONTICELLO.
 JM0254'19.7 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 JM0254'MONTICELLO, SAN JUAN COUNTY, AT THE JUNCTION OF A ROAD LEADING TO THE
 JM0254'INTERNATIONAL VANADIUM CORP. MINE, 125 FEET EAST OF THE CENTERLINE OF
 JM0254'THE HIGHWAY, 85 FEET NORTH OF THE CENTERLINE OF THE MINE ROAD, AND 2
 JM0254'FEET NORTH OF A POLE.  A STANDARD DISK, STAMPED 6004.670 B 21 1933 AND
 JM0254'SET IN THE TOP OF A CONCRETE POST.
 JM0254
 JM0254                          STATION RECOVERY (1982)
 JM0254
 JM0254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0254'INTERSECTION OF UTAH HIGHWAY 46 AND U.S. HIGHWAY 191, 12.8 MILES
 JM0254'SOUTH FROM INTERSECTION OF UTAH HIGHWAY 46 AND U.S. HIGHWAY 191 ALONG
 JM0254'U.S. HIGHWAY 191 AT THE JUNCTION OF THE ROAD LEADING TO THE
 JM0254'INTERNATIONAL VANADIUM CORP. MINE, 470 FEETEAST OF THE CENTERLINE OF
 JM0254'HIGHWAY AND 72 FEET NORTH OF CENTERLINE OF THE MINE ROAD. A STANDARD
 JM0254'DISK STAMPED 6004.670 B-21-1933 AND SET IN THE TOP OF A CONCRETE
 JM0254'POST.
 JM0254
 JM0254                          STATION RECOVERY (2012)
 JM0254
 JM0254'RECOVERY NOTE BY GEOCACHING 2012 (BA)
 JM0254'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0163 ***********************************************************************
 HM0163  DESIGNATION -  B 22
 HM0163  PID         -  HM0163
 HM0163  STATE/COUNTY-  UT/SAN JUAN
 HM0163  COUNTRY     -  US
 HM0163  USGS QUAD   -  MONTICELLO SOUTH (2017)
 HM0163
 HM0163                         *CURRENT SURVEY CONTROL
 HM0163  ______________________________________________________________________
 HM0163* NAD 83(1986) POSITION- 37 46 38.     (N) 109 21 06.     (W)   SCALED
 HM0163* NAVD 88 ORTHO HEIGHT -  2111.810 (meters)     6928.50  (feet) ADJUSTED
 HM0163  ______________________________________________________________________
 HM0163  GEOID HEIGHT    -        -19.201 (meters)                     GEOID18
 HM0163  DYNAMIC HEIGHT  -       2109.250 (meters)     6920.10  (feet) COMP
 HM0163  MODELED GRAVITY -    979,341.5   (mgal)                       NAVD 88
 HM0163
 HM0163  VERT ORDER      -  FIRST     CLASS II
 HM0163
 HM0163.The horizontal coordinates were scaled from a map and have
 HM0163.an estimated accuracy of +/- 6 seconds.
 HM0163
 HM0163.The orthometric height was determined by differential leveling and
 HM0163.adjusted by the NATIONAL GEODETIC SURVEY
 HM0163.in June 1991.
 HM0163
 HM0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0163.GEOID18 height accuracy estimate available here.
 HM0163
 HM0163.Click photographs - Photos may exist for this station.
 HM0163
 HM0163.The dynamic height is computed by dividing the NAVD 88
 HM0163.geopotential number by the normal gravity value computed on the
 HM0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0163.degrees latitude (g = 980.6199 gals.).
 HM0163
 HM0163.The modeled gravity was interpolated from observed gravity values.
 HM0163
 HM0163;                    North         East    Units  Estimated Accuracy
 HM0163;SPC UT S     - 3,125,430.      689,240.      MT  (+/- 180 meters Scaled)
 HM0163
 HM0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG451823(NAD 83)
 HM0163
 HM0163                          SUPERSEDED SURVEY CONTROL
 HM0163
 HM0163  NGVD 29 (??/??/92) 2110.639  (m)         6924.65   (f) ADJ UNCH    1 2
 HM0163
 HM0163.Superseded values are not recommended for survey control.
 HM0163
 HM0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0163.See file dsdata.pdf to determine how the superseded data were derived.
 HM0163
 HM0163_MARKER: DB = BENCH MARK DISK
 HM0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0163_STAMPING: 6924.655 B 22 1933
 HM0163_MARK LOGO: CGS
 HM0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0163+STABILITY: SURFACE MOTION
 HM0163
 HM0163  HISTORY     - Date     Condition        Report By
 HM0163  HISTORY     - 1933     MONUMENTED       CGS
 HM0163  HISTORY     - 1954     MARK NOT FOUND   USGS
 HM0163  HISTORY     - 1965     GOOD             CGS
 HM0163  HISTORY     - 1980     GOOD             USGS
 HM0163  HISTORY     - 1980     GOOD             USGS
 HM0163
 HM0163                          STATION DESCRIPTION
 HM0163
 HM0163'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HM0163'7.0 MI S FROM MONTICELLO.
 HM0163'7.0 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE COURTHOUSE AT
 HM0163'MONTICELLO, SAN JUAN COUNTY, 1/2 MILE SOUTH OF VERDURE, AT A ROAD
 HM0163'JUNCTION, 56 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 30 FEET
 HM0163'WEST OF THE CENTERLINE OF THE SIDE ROAD, AND 2 FEET NORTHEAST OF A
 HM0163'FENCE CORNER.  A STANDARD DISK, STAMPED 6924.655 B 22 1933 AND SET IN
 HM0163'THE TOP OF A CONCRETE POST.
 HM0163
 HM0163                          STATION RECOVERY (1965)
 HM0163
 HM0163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HM0163'RECOVERED IN GOOD CONDITION.
 HM0163
 HM0163                          STATION RECOVERY (1980)
 HM0163
 HM0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0163'6.85 MILES SOUTH ALONG US 163 FROM THE SAN JUAN COUNTY COURT HOUSE AT
 HM0163'MONTICELLA T-RD EAST TO OLD HIGHWAY, 0.15 MI. SOUTH ALONG OLD HIGHWAY
 HM0163'TO T-RD SOUTH, 56 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD BED
 HM0163'OF THE OLD HIGHWAY, (OLD ROAD ABANDONED FROM THIS POINT SOUTH) 30 FT.
 HM0163'WEST OF THE CENTER OF THE GRAVEL ROAD SOUTH, 2 FTNORTHEAST OF A FENCE
 HM0163'COR. SET IN THE TOP OF A CONCRETE POST A STANDARD TABLET STAMPED,
 HM0163'6924.655 B 22 1933.
 HM0163
 HM0163                          STATION RECOVERY (1980)
 HM0163
 HM0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0163'6.85 MILES SOUTH ALONG US 163 FROM THE SAN JUAN COUNTY COURT HOUSE AT
 HM0163'MONTICELLA T-RD EAST TO OLD HIGHWAY, 0.15 MI. SOUTH ALONG OLD HIGHWAY
 HM0163'TO T-RD SOUTH, 56 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD BED
 HM0163'OF THE OLD HIGHWAY, (OLD ROAD ABANDONED FROM THIS POINT SOUTH) 30 FT.
 HM0163'WEST OF THE CENTER OF THE GRAVEL ROAD SOUTH, 2 FTNORTHEAST OF A FENCE
 HM0163'COR. SET IN THE TOP OF A CONCRETE POST A STANDARD TABLET STAMPED,
 HM0163'6924.655 B 22 1933.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0126 ***********************************************************************
 JO0126  DESIGNATION -  B 232
 JO0126  PID         -  JO0126
 JO0126  STATE/COUNTY-  UT/PIUTE
 JO0126  COUNTRY     -  US
 JO0126  USGS QUAD   -  CIRCLEVILLE (2017)
 JO0126
 JO0126                         *CURRENT SURVEY CONTROL
 JO0126  ______________________________________________________________________
 JO0126* NAD 83(1986) POSITION- 38 14 21.     (N) 112 21 23.     (W)   SCALED
 JO0126* NAVD 88 ORTHO HEIGHT -  2911.682 (meters)     9552.74  (feet) ADJUSTED
 JO0126  ______________________________________________________________________
 JO0126  GEOID HEIGHT    -        -19.027 (meters)                     GEOID18
 JO0126  DYNAMIC HEIGHT  -       2907.867 (meters)     9540.23  (feet) COMP
 JO0126  MODELED GRAVITY -    979,211.9   (mgal)                       NAVD 88
 JO0126
 JO0126  VERT ORDER      -  SECOND    CLASS 0
 JO0126
 JO0126.The horizontal coordinates were scaled from a map and have
 JO0126.an estimated accuracy of +/- 6 seconds.
 JO0126
 JO0126.The orthometric height was determined by differential leveling and
 JO0126.adjusted by the NATIONAL GEODETIC SURVEY
 JO0126.in June 1991.
 JO0126
 JO0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0126.GEOID18 height accuracy estimate available here.
 JO0126
 JO0126.Click photographs - Photos may exist for this station.
 JO0126
 JO0126.The dynamic height is computed by dividing the NAVD 88
 JO0126.geopotential number by the normal gravity value computed on the
 JO0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0126.degrees latitude (g = 980.6199 gals.).
 JO0126
 JO0126.The modeled gravity was interpolated from observed gravity values.
 JO0126
 JO0126;                    North         East    Units  Estimated Accuracy
 JO0126;SPC UT S     - 3,174,870.      425,030.      MT  (+/- 180 meters Scaled)
 JO0126
 JO0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH812332(NAD 83)
 JO0126
 JO0126                          SUPERSEDED SURVEY CONTROL
 JO0126
 JO0126  NGVD 29 (??/??/92) 2910.161  (m)         9547.75   (f) ADJ UNCH    2 0
 JO0126
 JO0126.Superseded values are not recommended for survey control.
 JO0126
 JO0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0126.See file dsdata.pdf to determine how the superseded data were derived.
 JO0126
 JO0126_MARKER: DB = BENCH MARK DISK
 JO0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0126_STAMPING: B 232 1935
 JO0126_MARK LOGO: CGS
 JO0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0126+STABILITY: SURFACE MOTION
 JO0126
 JO0126  HISTORY     - Date     Condition        Report By
 JO0126  HISTORY     - 1935     MONUMENTED       CGS
 JO0126
 JO0126                          STATION DESCRIPTION
 JO0126
 JO0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0126'11.5 MI NW FROM JUNCTION.
 JO0126'ABOUT 11.5 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM JUNCTION, PIUTE
 JO0126'COUNTY, AT THE EDGE OF A PINE FOREST, ABOUT 105 FEET WEST OF THE POINT
 JO0126'OF A CURVE, AND 21 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY. A
 JO0126'STANDARD DISK, STAMPED B 232 1935 AND SET IN THE TOP OF A CONCRETE
 JO0126'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0261 ***********************************************************************
 MS0261  DESIGNATION -  B 234
 MS0261  PID         -  MS0261
 MS0261  STATE/COUNTY-  UT/BOX ELDER
 MS0261  COUNTRY     -  US
 MS0261  USGS QUAD   -  MONUMENT PEAK NW (2017)
 MS0261
 MS0261                         *CURRENT SURVEY CONTROL
 MS0261  ______________________________________________________________________
 MS0261* NAD 83(1986) POSITION- 41 59 55.     (N) 112 56 41.     (W)   SCALED
 MS0261* NAVD 88 ORTHO HEIGHT -  1364.093 (meters)     4475.36  (feet) ADJUSTED
 MS0261  ______________________________________________________________________
 MS0261  GEOID HEIGHT    -        -14.892 (meters)                     GEOID18
 MS0261  DYNAMIC HEIGHT  -       1363.188 (meters)     4472.39  (feet) COMP
 MS0261  MODELED GRAVITY -    979,911.5   (mgal)                       NAVD 88
 MS0261
 MS0261  VERT ORDER      -  SECOND    CLASS 0
 MS0261
 MS0261.The horizontal coordinates were scaled from a map and have
 MS0261.an estimated accuracy of +/- 6 seconds.
 MS0261
 MS0261.The orthometric height was determined by differential leveling and
 MS0261.adjusted by the NATIONAL GEODETIC SURVEY
 MS0261.in June 1991.
 MS0261
 MS0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0261.GEOID18 height accuracy estimate available here.
 MS0261
 MS0261.Click photographs - Photos may exist for this station.
 MS0261
 MS0261.The dynamic height is computed by dividing the NAVD 88
 MS0261.geopotential number by the normal gravity value computed on the
 MS0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0261.degrees latitude (g = 980.6199 gals.).
 MS0261
 MS0261.The modeled gravity was interpolated from observed gravity values.
 MS0261
 MS0261;                    North         East    Units  Estimated Accuracy
 MS0261;SPC UT N     - 1,185,940.      380,300.      MT  (+/- 180 meters Scaled)
 MS0261
 MS0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM389514(NAD 83)
 MS0261
 MS0261                          SUPERSEDED SURVEY CONTROL
 MS0261
 MS0261  NGVD 29 (??/??/92) 1363.058  (m)         4471.97   (f) ADJ UNCH    2 0
 MS0261
 MS0261.Superseded values are not recommended for survey control.
 MS0261
 MS0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0261.See file dsdata.pdf to determine how the superseded data were derived.
 MS0261
 MS0261_MARKER: DB = BENCH MARK DISK
 MS0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0261_STAMPING: B 234 1935
 MS0261_MARK LOGO: CGS
 MS0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0261+STABILITY: SURFACE MOTION
 MS0261
 MS0261  HISTORY     - Date     Condition        Report By
 MS0261  HISTORY     - 1935     MONUMENTED       CGS
 MS0261  HISTORY     - 1960     MARK NOT FOUND   CGS
 MS0261
 MS0261                          STATION DESCRIPTION
 MS0261
 MS0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MS0261'16.2 MI NW FROM SNOWVILLE.
 MS0261'14 MILES WEST ALONG U.S. HIGHWAY 30S TO JUNCTION WITH BLACK PINE,
 MS0261'JUNIPER ROAD, THENCE NORTH ON THIS ROAD 2.2 MILES.  AND AS DESCRIBED
 MS0261'IN LITHO LIST LINE 53 IDAHO, PAGE 7.  FROM ALL EVIDENCE AND AFTER
 MS0261'THOROUGH SEARCH, THIS MARK IS REPORTED AS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0154 ***********************************************************************
 KN0154  DESIGNATION -  B 239
 KN0154  PID         -  KN0154
 KN0154  STATE/COUNTY-  UT/CARBON
 KN0154  COUNTRY     -  US
 KN0154  USGS QUAD   -  COLTON (2017)
 KN0154
 KN0154                         *CURRENT SURVEY CONTROL
 KN0154  ______________________________________________________________________
 KN0154* NAD 83(1986) POSITION- 39 48 38.     (N) 111 00 40.     (W)   SCALED
 KN0154* NAVD 88 ORTHO HEIGHT -  2225.089 (meters)     7300.15  (feet) ADJUSTED
 KN0154  ______________________________________________________________________
 KN0154  GEOID HEIGHT    -        -15.847 (meters)                     GEOID18
 KN0154  DYNAMIC HEIGHT  -       2222.669 (meters)     7292.21  (feet) COMP
 KN0154  MODELED GRAVITY -    979,459.0   (mgal)                       NAVD 88
 KN0154
 KN0154  VERT ORDER      -  SECOND    CLASS 0
 KN0154
 KN0154.The horizontal coordinates were scaled from a map and have
 KN0154.an estimated accuracy of +/- 6 seconds.
 KN0154
 KN0154.The orthometric height was determined by differential leveling and
 KN0154.adjusted by the NATIONAL GEODETIC SURVEY
 KN0154.in June 1991.
 KN0154
 KN0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0154.GEOID18 height accuracy estimate available here.
 KN0154
 KN0154.Click photographs - Photos may exist for this station.
 KN0154
 KN0154.The dynamic height is computed by dividing the NAVD 88
 KN0154.geopotential number by the normal gravity value computed on the
 KN0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0154.degrees latitude (g = 980.6199 gals.).
 KN0154
 KN0154.The modeled gravity was interpolated from observed gravity values.
 KN0154
 KN0154;                    North         East    Units  Estimated Accuracy
 KN0154;SPC UT C     - 2,164,110.      541,860.      MT  (+/- 180 meters Scaled)
 KN0154
 KN0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK990067(NAD 83)
 KN0154
 KN0154                          SUPERSEDED SURVEY CONTROL
 KN0154
 KN0154  NGVD 29 (??/??/92) 2223.746  (m)         7295.74   (f) ADJ UNCH    2 0
 KN0154
 KN0154.Superseded values are not recommended for survey control.
 KN0154
 KN0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0154.See file dsdata.pdf to determine how the superseded data were derived.
 KN0154
 KN0154_MARKER: DB = BENCH MARK DISK
 KN0154_SETTING: 80 = SET IN A BOULDER
 KN0154_STAMPING: B 239 1935
 KN0154_MARK LOGO: CGS
 KN0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0154+STABILITY: SURFACE MOTION
 KN0154
 KN0154  HISTORY     - Date     Condition        Report By
 KN0154  HISTORY     - 1935     MONUMENTED       CGS
 KN0154  HISTORY     - 1974     MARK NOT FOUND   USGS
 KN0154
 KN0154                          STATION DESCRIPTION
 KN0154
 KN0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0154'2.6 MI SW FROM COLTON.
 KN0154'IN CARBON COUNTY, ABOUT 2.6 MILES SOUTHWEST ALONG THE DENVER AND RIO
 KN0154'GRANDE WESTERN RAILROAD FROM COLTON, UTAH COUNTY, ABOUT 500 YARDS
 KN0154'SOUTH OF MILEPOST C 2, ABOUT 40 RAILS NORTH OF BRIDGE 258, IN THE TOP
 KN0154'OF A LARGE LIMESTONE BOULDER, ABOUT 22 FEET EAST OF THE CENTER LINE OF
 KN0154'THE TRACK, AND ABOUT 4 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 KN0154'STAMPED B 239 1935.
 KN0154
 KN0154                          STATION RECOVERY (1974)
 KN0154
 KN0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KN0154'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0252 ***********************************************************************
 HM0252  DESIGNATION -  B 24
 HM0252  PID         -  HM0252
 HM0252  STATE/COUNTY-  UT/SAN JUAN
 HM0252  COUNTRY     -  US
 HM0252  USGS QUAD   -  MEXICAN HAT (2017)
 HM0252
 HM0252                         *CURRENT SURVEY CONTROL
 HM0252  ______________________________________________________________________
 HM0252* NAD 83(1986) POSITION- 37 14 10.     (N) 109 48 17.     (W)   SCALED
 HM0252* NAVD 88 ORTHO HEIGHT -  1380.113 (meters)     4527.92  (feet) ADJUSTED
 HM0252  ______________________________________________________________________
 HM0252  GEOID HEIGHT    -        -20.680 (meters)                     GEOID18
 HM0252  DYNAMIC HEIGHT  -       1378.568 (meters)     4522.85  (feet) COMP
 HM0252  MODELED GRAVITY -    979,464.1   (mgal)                       NAVD 88
 HM0252
 HM0252  VERT ORDER      -  FIRST     CLASS II
 HM0252
 HM0252.The horizontal coordinates were scaled from a map and have
 HM0252.an estimated accuracy of +/- 6 seconds.
 HM0252
 HM0252.The orthometric height was determined by differential leveling and
 HM0252.adjusted by the NATIONAL GEODETIC SURVEY
 HM0252.in June 1991.
 HM0252
 HM0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0252.GEOID18 height accuracy estimate available here.
 HM0252
 HM0252.Click photographs - Photos may exist for this station.
 HM0252
 HM0252.The dynamic height is computed by dividing the NAVD 88
 HM0252.geopotential number by the normal gravity value computed on the
 HM0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0252.degrees latitude (g = 980.6199 gals.).
 HM0252
 HM0252.The modeled gravity was interpolated from observed gravity values.
 HM0252
 HM0252;                    North         East    Units  Estimated Accuracy
 HM0252;SPC UT S     - 3,064,560.      650,420.      MT  (+/- 180 meters Scaled)
 HM0252
 HM0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG060217(NAD 83)
 HM0252
 HM0252                          SUPERSEDED SURVEY CONTROL
 HM0252
 HM0252  NGVD 29 (??/??/92) 1379.183  (m)         4524.87   (f) ADJ UNCH    1 2
 HM0252
 HM0252.Superseded values are not recommended for survey control.
 HM0252
 HM0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0252.See file dsdata.pdf to determine how the superseded data were derived.
 HM0252
 HM0252_MARKER: DB = BENCH MARK DISK
 HM0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0252_STAMPING: 4524.870 B 24 1933
 HM0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0252+STABILITY: SURFACE MOTION
 HM0252
 HM0252  HISTORY     - Date     Condition        Report By
 HM0252  HISTORY     - 1933     MONUMENTED       CGS
 HM0252  HISTORY     - 1934     GOOD             CGS
 HM0252  HISTORY     - 1983     MARK NOT FOUND   NGS
 HM0252  HISTORY     - 19860331 GOOD             USGS
 HM0252
 HM0252                          STATION DESCRIPTION
 HM0252
 HM0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0252'9.2 MI NE FROM MEXICAN HAT.
 HM0252'9.2 MILES NORTHEAST ALONG STATE HIGHWAY 47 FROM THE NEVILLS STONE
 HM0252'HOUSE AT MEXICAN HAT, SAN JUAN COUNTY, 60 FEET NORTHWEST OF THE
 HM0252'CENTERLINE OF AN OLD ROAD AT A STONE FILL, 45 FEET SOUTH OF THE
 HM0252'CENTERLINE OF THE MAIN HIGHWAY, AND 1 FOOT LOWER THAN THE HIGHWAY.  A
 HM0252'STANDARD DISK, STAMPED 4524.870 B 24 1933 AND SET IN THE TOP OF A
 HM0252'CONCRETE POST.
 HM0252
 HM0252                          STATION RECOVERY (1983)
 HM0252
 HM0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0252'MARK NOT FOUND.
 HM0252
 HM0252                          STATION RECOVERY (1986)
 HM0252
 HM0252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DLL)
 HM0252'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0124 ***********************************************************************
 KM0124  DESIGNATION -  B 26
 KM0124  PID         -  KM0124
 KM0124  STATE/COUNTY-  UT/UINTAH
 KM0124  COUNTRY     -  US
 KM0124  USGS QUAD   -  DRAGON (2017)
 KM0124
 KM0124                         *CURRENT SURVEY CONTROL
 KM0124  ______________________________________________________________________
 KM0124* NAD 83(1986) POSITION- 39 47 21.     (N) 109 04 23.     (W)   SCALED
 KM0124* NAVD 88 ORTHO HEIGHT -  1756.157 (meters)     5761.66  (feet) ADJUSTED
 KM0124  ______________________________________________________________________
 KM0124  GEOID HEIGHT    -        -16.639 (meters)                     GEOID18
 KM0124  DYNAMIC HEIGHT  -       1754.464 (meters)     5756.10  (feet) COMP
 KM0124  MODELED GRAVITY -    979,599.6   (mgal)                       NAVD 88
 KM0124
 KM0124  VERT ORDER      -  FIRST     CLASS II
 KM0124
 KM0124.The horizontal coordinates were scaled from a map and have
 KM0124.an estimated accuracy of +/- 6 seconds.
 KM0124
 KM0124.The orthometric height was determined by differential leveling and
 KM0124.adjusted by the NATIONAL GEODETIC SURVEY
 KM0124.in June 1991.
 KM0124
 KM0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0124.GEOID18 height accuracy estimate available here.
 KM0124
 KM0124.Click photographs - Photos may exist for this station.
 KM0124
 KM0124.The dynamic height is computed by dividing the NAVD 88
 KM0124.geopotential number by the normal gravity value computed on the
 KM0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0124.degrees latitude (g = 980.6199 gals.).
 KM0124
 KM0124.The modeled gravity was interpolated from observed gravity values.
 KM0124
 KM0124;                    North         East    Units  Estimated Accuracy
 KM0124;SPC UT C     - 2,164,440.      707,840.      MT  (+/- 180 meters Scaled)
 KM0124
 KM0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK649061(NAD 83)
 KM0124
 KM0124                          SUPERSEDED SURVEY CONTROL
 KM0124
 KM0124  NGVD 29 (??/??/92) 1754.924  (m)         5757.61   (f) ADJ UNCH    1 2
 KM0124
 KM0124.Superseded values are not recommended for survey control.
 KM0124
 KM0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0124.See file dsdata.pdf to determine how the superseded data were derived.
 KM0124
 KM0124_MARKER: DB = BENCH MARK DISK
 KM0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0124_STAMPING: 5757.613 B 26 1933
 KM0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0124+STABILITY: SURFACE MOTION
 KM0124
 KM0124  HISTORY     - Date     Condition        Report By
 KM0124  HISTORY     - 1933     MONUMENTED       CGS
 KM0124  HISTORY     - 1966     MARK NOT FOUND   USGS
 KM0124
 KM0124                          STATION DESCRIPTION
 KM0124
 KM0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KM0124'0.3 MI N FROM DRAGON.
 KM0124'ABOUT 0.3 MILE NORTH ALONG THE UINTAH RAILWAY FROM THE STATION AT
 KM0124'DRAGON, UINTAH COUNTY, AT THE NORTH EDGE OF THE TOWN, ABOUT 0.3 MILE
 KM0124'SOUTHEAST OF MILEPOST 54, ABOUT 200 FEET NORTH OF THE NORTH SWITCH
 KM0124'BLOCK, AND 27-1/2 FEET EAST OF THE CENTER LINE OF THE TRACK.  A
 KM0124'STANDARD DISK, STAMPED 5757.613 B 26 1933 AND SET IN THE TOP OF A
 KM0124'CONCRETE POST.
 KM0124
 KM0124                          STATION RECOVERY (1966)
 KM0124
 KM0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KM0124'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0268 ***********************************************************************
 LN0268  DESIGNATION -  B 27
 LN0268  PID         -  LN0268
 LN0268  STATE/COUNTY-  UT/UINTAH
 LN0268  COUNTRY     -  US
 LN0268  USGS QUAD   -  RED WASH NW (2017)
 LN0268
 LN0268                         *CURRENT SURVEY CONTROL
 LN0268  ______________________________________________________________________
 LN0268* NAD 83(1986) POSITION- 40 12 46.1    (N) 109 22 50.8    (W)   HD_HELD2
 LN0268* NAVD 88 ORTHO HEIGHT -  1661.330 (meters)     5450.55  (feet) ADJUSTED
 LN0268  ______________________________________________________________________
 LN0268  GEOID HEIGHT    -        -17.593 (meters)                     GEOID18
 LN0268  DYNAMIC HEIGHT  -       1659.794 (meters)     5445.51  (feet) COMP
 LN0268  MODELED GRAVITY -    979,643.3   (mgal)                       NAVD 88
 LN0268
 LN0268  VERT ORDER      -  FIRST     CLASS II
 LN0268
 LN0268.The horizontal coordinates were established by autonomous hand held GPS
 LN0268.observations and have an estimated accuracy of +/- 10 meters.
 LN0268
 LN0268.The orthometric height was determined by differential leveling and
 LN0268.adjusted by the NATIONAL GEODETIC SURVEY
 LN0268.in June 1991.
 LN0268
 LN0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0268.GEOID18 height accuracy estimate available here.
 LN0268
 LN0268.Click photographs - Photos may exist for this station.
 LN0268
 LN0268.The dynamic height is computed by dividing the NAVD 88
 LN0268.geopotential number by the normal gravity value computed on the
 LN0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0268.degrees latitude (g = 980.6199 gals.).
 LN0268
 LN0268.The modeled gravity was interpolated from observed gravity values.
 LN0268
 LN0268;                    North         East    Units  Estimated Accuracy
 LN0268;SPC UT C     - 2,210,795.      680,374.      MT  (+/- 10 meters HH2 GPS)
 LN0268
 LN0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK3778952634(NAD 83)
 LN0268
 LN0268                          SUPERSEDED SURVEY CONTROL
 LN0268
 LN0268  NGVD 29 (??/??/92) 1660.113  (m)         5446.55   (f) ADJ UNCH    1 2
 LN0268
 LN0268.Superseded values are not recommended for survey control.
 LN0268
 LN0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0268.See file dsdata.pdf to determine how the superseded data were derived.
 LN0268
 LN0268_MARKER: DB = BENCH MARK DISK
 LN0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0268_STAMPING: 5446.554 B 27 1933
 LN0268_MARK LOGO: CGS
 LN0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0268+STABILITY: SURFACE MOTION
 LN0268
 LN0268  HISTORY     - Date     Condition        Report By
 LN0268  HISTORY     - 1933     MONUMENTED       CGS
 LN0268  HISTORY     - 1949     GOOD             CGS
 LN0268  HISTORY     - 1981     GOOD             NGS
 LN0268
 LN0268                          STATION DESCRIPTION
 LN0268
 LN0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0268'13.8 MI SE FROM JENSEN.
 LN0268'ABOUT 13.8 MILES SOUTHEAST ALONG THE WATSON-JENSEN ROAD FROM JENSEN,
 LN0268'UINTAH COUNTY, ABOUT 1/2 MILE SOUTHWEST OF A ROW OF POLES, AT THE TOP
 LN0268'OF A RIDGE, ON THE OUTSIDE OF A CURVE, AND 48 FEET SOUTHWEST OF THE
 LN0268'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED 5446.554 B 27 1933
 LN0268'AND SET IN THE TOP OF A CONCRETE POST.
 LN0268
 LN0268                          STATION RECOVERY (1949)
 LN0268
 LN0268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LN0268'RECOVERED IN GOOD CONDITION.
 LN0268
 LN0268                          STATION RECOVERY (1981)
 LN0268
 LN0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LN0268'THE BENCH MARK IS ABOUT 22 KM (13.8 MILES) SOUTHEAST ALONG THE
 LN0268'WATSON-JENSEN ROAD FROM JENSEN, UNITAH COUNTY, AT THE TOP OF A RIDGE,
 LN0268'AT THE OUTSIDE OF AN ABANDONED SECTION OF THE JENSEN-WATSON ROAD AND
 LN0268'14.9 M (49 FEET) SOUTHWEST FROM THAT ROAD. IT IS 55.2 M (181 FEET)
 LN0268'FROM THE PAVED ROAD NOW BEING USED, 51.5 M (169 FEET) EAST FROM A
 LN0268'TELEPHONE POLE, AND 45.4 M (149 FEET) SOUTH-SOUTHEAST FROM AN
 LN0268'EAST-WEST DIRT ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0200 ***********************************************************************
 LN0200  DESIGNATION -  B 28
 LN0200  PID         -  LN0200
 LN0200  STATE/COUNTY-  UT/UINTAH
 LN0200  COUNTRY     -  US
 LN0200  USGS QUAD   -  DONKEY FLAT (2017)
 LN0200
 LN0200                         *CURRENT SURVEY CONTROL
 LN0200  ______________________________________________________________________
 LN0200* NAD 83(1986) POSITION- 40 36 32.     (N) 109 28 35.     (W)   SCALED
 LN0200* NAVD 88 ORTHO HEIGHT -  1826.226 (meters)     5991.54  (feet) ADJUSTED
 LN0200  ______________________________________________________________________
 LN0200  GEOID HEIGHT    -        -15.257 (meters)                     GEOID18
 LN0200  DYNAMIC HEIGHT  -       1824.533 (meters)     5985.99  (feet) COMP
 LN0200  MODELED GRAVITY -    979,633.6   (mgal)                       NAVD 88
 LN0200
 LN0200  VERT ORDER      -  FIRST     CLASS II
 LN0200
 LN0200.The horizontal coordinates were scaled from a map and have
 LN0200.an estimated accuracy of +/- 6 seconds.
 LN0200
 LN0200.The orthometric height was determined by differential leveling and
 LN0200.adjusted by the NATIONAL GEODETIC SURVEY
 LN0200.in June 1991.
 LN0200
 LN0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0200.GEOID18 height accuracy estimate available here.
 LN0200
 LN0200.Click photographs - Photos may exist for this station.
 LN0200
 LN0200.The dynamic height is computed by dividing the NAVD 88
 LN0200.geopotential number by the normal gravity value computed on the
 LN0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0200.degrees latitude (g = 980.6199 gals.).
 LN0200
 LN0200.The modeled gravity was interpolated from observed gravity values.
 LN0200
 LN0200;                    North         East    Units  Estimated Accuracy
 LN0200;SPC UT C     - 2,254,580.      671,240.      MT  (+/- 180 meters Scaled)
 LN0200
 LN0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK288964(NAD 83)
 LN0200
 LN0200                          SUPERSEDED SURVEY CONTROL
 LN0200
 LN0200  NGVD 29 (??/??/92) 1824.924  (m)         5987.27   (f) ADJ UNCH    1 2
 LN0200
 LN0200.Superseded values are not recommended for survey control.
 LN0200
 LN0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0200.See file dsdata.pdf to determine how the superseded data were derived.
 LN0200
 LN0200_MARKER: DB = BENCH MARK DISK
 LN0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0200_STAMPING: 5987.271 B 28 1933
 LN0200_MARK LOGO: CGS
 LN0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0200+STABILITY: SURFACE MOTION
 LN0200
 LN0200  HISTORY     - Date     Condition        Report By
 LN0200  HISTORY     - 1933     MONUMENTED       CGS
 LN0200  HISTORY     - 1964     MARK NOT FOUND   USGS
 LN0200  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0200
 LN0200                          STATION DESCRIPTION
 LN0200
 LN0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0200'14.0 MI N FROM VERNAL.
 LN0200'ABOUT 14.0 MILES NORTH ALONG STATE HIGHWAY 44 FROM VERNAL, UINTAH
 LN0200'COUNTY, ABOUT 1.9 MILES NORTH OF THE BRUSH CREEK CROSSING, ABOUT 90
 LN0200'FEET NORTH OF THE Y-JUNCTION OF TAYLOR MOUNTAIN ROAD 6, AND ABOUT 30
 LN0200'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 LN0200'STAMPED 5987.271 B 28 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LN0200
 LN0200                          STATION RECOVERY (1964)
 LN0200
 LN0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LN0200'MARK NOT FOUND.
 LN0200
 LN0200                          STATION RECOVERY (1984)
 LN0200
 LN0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0200'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0336 ***********************************************************************
 LN0336  DESIGNATION -  B 29
 LN0336  PID         -  LN0336
 LN0336  STATE/COUNTY-  UT/DAGGETT
 LN0336  COUNTRY     -  US
 LN0336  USGS QUAD   -  JESSEN BUTTE (2017)
 LN0336
 LN0336                         *CURRENT SURVEY CONTROL
 LN0336  ______________________________________________________________________
 LN0336* NAD 83(1986) POSITION- 40 52 51.     (N) 109 45 36.     (W)   SCALED
 LN0336* NAVD 88 ORTHO HEIGHT -  2542.356 (meters)     8341.05  (feet) ADJUSTED
 LN0336  ______________________________________________________________________
 LN0336  GEOID HEIGHT    -        -13.148 (meters)                     GEOID18
 LN0336  DYNAMIC HEIGHT  -       2539.888 (meters)     8332.95  (feet) COMP
 LN0336  MODELED GRAVITY -    979,560.2   (mgal)                       NAVD 88
 LN0336
 LN0336  VERT ORDER      -  FIRST     CLASS II
 LN0336
 LN0336.The horizontal coordinates were scaled from a map and have
 LN0336.an estimated accuracy of +/- 6 seconds.
 LN0336
 LN0336.The orthometric height was determined by differential leveling and
 LN0336.adjusted by the NATIONAL GEODETIC SURVEY
 LN0336.in June 1991.
 LN0336
 LN0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0336.GEOID18 height accuracy estimate available here.
 LN0336
 LN0336.Click photographs - Photos may exist for this station.
 LN0336
 LN0336.The dynamic height is computed by dividing the NAVD 88
 LN0336.geopotential number by the normal gravity value computed on the
 LN0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0336.degrees latitude (g = 980.6199 gals.).
 LN0336
 LN0336.The modeled gravity was interpolated from observed gravity values.
 LN0336
 LN0336;                    North         East    Units  Estimated Accuracy
 LN0336;SPC UT N     - 1,062,270.      646,650.      MT  (+/- 180 meters Scaled)
 LN0336
 LN0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL044262(NAD 83)
 LN0336
 LN0336                          SUPERSEDED SURVEY CONTROL
 LN0336
 LN0336  NGVD 29 (??/??/92) 2540.977  (m)         8336.52   (f) ADJ UNCH    1 2
 LN0336
 LN0336.Superseded values are not recommended for survey control.
 LN0336
 LN0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0336.See file dsdata.pdf to determine how the superseded data were derived.
 LN0336
 LN0336_MARKER: DB = BENCH MARK DISK
 LN0336_SETTING: 66 = SET IN ROCK OUTCROP
 LN0336_STAMPING: 8336.522 B 29 1933
 LN0336_MARK LOGO: CGS
 LN0336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0336+STABILITY: POSITION/ELEVATION WELL
 LN0336
 LN0336  HISTORY     - Date     Condition        Report By
 LN0336  HISTORY     - 1933     MONUMENTED       CGS
 LN0336  HISTORY     - 1961     GOOD             CGS
 LN0336  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0336
 LN0336                          STATION DESCRIPTION
 LN0336
 LN0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LN0336'17.3 MI S FROM MANILA.
 LN0336'17.3 MILES SOUTH ALONG STATE HIGHWAY 44 FROM MANILA, DAGGETT COUNTY,
 LN0336'THENCE EAST 0.1 MILE ALONG ROAD TO SUMMIT SPRING RANGER STATION,
 LN0336'THENCE NORTH 0.3 MILE ALONG OLD STATE HIGHWAY 44, 2.7 MILES NORTHWEST
 LN0336'OF THE CARTER CREEK BRIDGE, 0.3 MILE NORTHEAST OF A SINK, ON THE
 LN0336'SUMMIT OF A RIDGE CROWNED BY THE OUTCROP OF A RED SANDSTONE BED, ON
 LN0336'THE OUTSIDE OF A CURVE, IN THE TOP OF THE SANDSTONE BED, 35 FEET
 LN0336'SOUTHWEST OF THE CENTER OF THE OLD HIGHWAY.  A STANDARD DISK, STAMPED
 LN0336'8336.522 B 29 1933.
 LN0336
 LN0336                          STATION RECOVERY (1984)
 LN0336
 LN0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0336'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0031 ***********************************************************************
 LP0031  DESIGNATION -  B 3
 LP0031  PID         -  LP0031
 LP0031  STATE/COUNTY-  UT/TOOELE
 LP0031  COUNTRY     -  US
 LP0031  USGS QUAD   -  LOFGREEN (2017)
 LP0031
 LP0031                         *CURRENT SURVEY CONTROL
 LP0031  ______________________________________________________________________
 LP0031* NAD 83(1986) POSITION- 40 06 31.     (N) 112 21 04.     (W)   SCALED
 LP0031* NAVD 88 ORTHO HEIGHT -  1681.067 (meters)     5515.30  (feet) ADJUSTED
 LP0031  ______________________________________________________________________
 LP0031  GEOID HEIGHT    -        -17.773 (meters)                     GEOID18
 LP0031  DYNAMIC HEIGHT  -       1679.548 (meters)     5510.32  (feet) COMP
 LP0031  MODELED GRAVITY -    979,662.8   (mgal)                       NAVD 88
 LP0031  OBS GRAVITY     -    979,661.7   (mgal)                       GRAV_OBS
 LP0031
 LP0031  VERT ORDER      -  FIRST     CLASS I
 LP0031
 LP0031.The horizontal coordinates were scaled from a map and have
 LP0031.an estimated accuracy of +/- 6 seconds.
 LP0031
 LP0031.The orthometric height was determined by differential leveling and
 LP0031.adjusted by the NATIONAL GEODETIC SURVEY
 LP0031.in June 1991.
 LP0031
 LP0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0031.GEOID18 height accuracy estimate available here.
 LP0031
 LP0031.Click photographs - Photos may exist for this station.
 LP0031
 LP0031.The dynamic height is computed by dividing the NAVD 88
 LP0031.geopotential number by the normal gravity value computed on the
 LP0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0031.degrees latitude (g = 980.6199 gals.).
 LP0031
 LP0031.The modeled gravity was interpolated from observed gravity values.
 LP0031
 LP0031.The observed gravity was obtained from relative gravimeter ties
 LP0031.to the IGSN71 gravity network.
 LP0031
 LP0031;                    North         East    Units  Estimated Accuracy
 LP0031;SPC UT C     - 2,197,440.      427,440.      MT  (+/- 180 meters Scaled)
 LP0031
 LP0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK848406(NAD 83)
 LP0031
 LP0031                          SUPERSEDED SURVEY CONTROL
 LP0031
 LP0031  NGVD 29 (??/??/92) 1679.888  (m)         5511.43   (f) ADJ UNCH    1 1
 LP0031
 LP0031.Superseded values are not recommended for survey control.
 LP0031
 LP0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0031.See file dsdata.pdf to determine how the superseded data were derived.
 LP0031
 LP0031_MARKER: P = PIPE CAP
 LP0031_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0031_STAMPING: ELEV. 5511.432 FT.
 LP0031_MARK LOGO: CGS
 LP0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0031
 LP0031  HISTORY     - Date     Condition        Report By
 LP0031  HISTORY     - 1908     MONUMENTED       CGS
 LP0031  HISTORY     - 1934     GOOD             CGS
 LP0031  HISTORY     - 1970     GOOD             NGS
 LP0031
 LP0031                          STATION DESCRIPTION
 LP0031
 LP0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0031'IN PEHRSON.
 LP0031'AT PEHRSON, TOOELE COUNTY, ON THE UNION PACIFIC RAILROAD, ABOUT 5-1/2
 LP0031'POLES NORTH OF MILE POLE 717, 73 FEET SOUTHWEST OF THE STATION SIGN,
 LP0031'AND 63 FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD CAP,
 LP0031'STAMPED ELEV. 5511. 432 FT. AND FASTENED ON THE TOP OF AN IRON PIPE
 LP0031'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 LP0031
 LP0031                          STATION RECOVERY (1970)
 LP0031
 LP0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LP0031'7.25 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING SIGN
 LP0031'AT LOFGREEN, AT PEHRSON SIDING, 5 1/2 POLES NORTH OF MILE POST 717,
 LP0031'60.5 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 65 1/2 FEET
 LP0031'SOUTHWEST OF THE SIDING SIGN, 37.0 FEET EAST OF FENCE LINE, 88 1/2
 LP0031'FEET NORTHWEST OF THE FIFTH POLE NORTH OF MILE POST 717, 1.3 FEET
 LP0031'NORTH OF A WITNESS POST AND ABOUT LEVEL WITH THE TRACK, A CAP SCREWED
 LP0031'ON A 3-INCH IRON PIPE WHICH PROJECTS 0.9 FOOT.  SECT 24, T 5W, R 8S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0194 ***********************************************************************
 JN0194  DESIGNATION -  B 30
 JN0194  PID         -  JN0194
 JN0194  STATE/COUNTY-  UT/WAYNE
 JN0194  COUNTRY     -  US
 JN0194  USGS QUAD   -  ABES KNOLL (2017)
 JN0194
 JN0194                         *CURRENT SURVEY CONTROL
 JN0194  ______________________________________________________________________
 JN0194* NAD 83(2011) POSITION- 38 26 48.08808(N) 111 48 31.08428(W)   ADJUSTED
 JN0194* NAD 83(2011) ELLIP HT-  2501.172 (meters)        (06/27/12)   ADJUSTED
 JN0194* NAD 83(2011) EPOCH   -  2010.00
 JN0194* NAVD 88 ORTHO HEIGHT -  2518.970 (meters)     8264.32  (feet) ADJUSTED
 JN0194  ______________________________________________________________________
 JN0194  GEOID HEIGHT    -        -17.785 (meters)                     GEOID18
 JN0194  NAD 83(2011) X  - -1,858,917.011 (meters)                     COMP
 JN0194  NAD 83(2011) Y  - -4,645,593.585 (meters)                     COMP
 JN0194  NAD 83(2011) Z  -  3,945,951.733 (meters)                     COMP
 JN0194  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 JN0194  DYNAMIC HEIGHT  -       2515.879 (meters)     8254.18  (feet) COMP
 JN0194  MODELED GRAVITY -    979,309.8   (mgal)                       NAVD 88
 JN0194
 JN0194  VERT ORDER      -  FIRST     CLASS II
 JN0194
 JN0194  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JN0194  Standards:
 JN0194         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JN0194            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JN0194  -------------------------------------------------------------------
 JN0194  NETWORK    0.64   1.22           0.29   0.22   0.62      0.03082673
 JN0194  -------------------------------------------------------------------
 JN0194  Click here for local accuracies and other accuracy information.
 JN0194
 JN0194.The horizontal coordinates were established by GPS observations
 JN0194.and adjusted by the National Geodetic Survey in June 2012.
 JN0194
 JN0194.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JN0194.been affixed to the stable North American tectonic plate. See 
 JN0194.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JN0194
 JN0194.The horizontal coordinates are valid at the epoch date displayed above
 JN0194.which is a decimal equivalence of Year/Month/Day.
 JN0194
 JN0194.The orthometric height was determined by differential leveling and
 JN0194.adjusted by the NATIONAL GEODETIC SURVEY
 JN0194.in June 1991.
 JN0194
 JN0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0194.GEOID18 height accuracy estimate available here.
 JN0194
 JN0194.Click photographs - Photos may exist for this station.
 JN0194
 JN0194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JN0194
 JN0194.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0194
 JN0194.The ellipsoidal height was determined by GPS observations
 JN0194.and is referenced to NAD 83.
 JN0194
 JN0194.The dynamic height is computed by dividing the NAVD 88
 JN0194.geopotential number by the normal gravity value computed on the
 JN0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0194.degrees latitude (g = 980.6199 gals.).
 JN0194
 JN0194.The modeled gravity was interpolated from observed gravity values.
 JN0194
 JN0194. The following values were computed from the NAD 83(2011) position.
 JN0194
 JN0194;                    North         East     Units Scale Factor Converg.
 JN0194;SPC UT S     - 3,197,605.858   473,056.687   MT  1.00001809   -0 11 20.7
 JN0194;SPC UT S     -10,490,811.89  1,552,020.15   sFT  1.00001809   -0 11 20.7
 JN0194;UTM  12      - 4,255,687.846   429,436.313   MT  0.99966132   -0 30 10.1
 JN0194
 JN0194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0194!SPC UT S     -   0.99960770  x   1.00001809  =   0.99962579
 JN0194!UTM  12      -   0.99960770  x   0.99966132  =   0.99926916
 JN0194
 JN0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH2943655687(NAD 83)
 JN0194
 JN0194                          SUPERSEDED SURVEY CONTROL
 JN0194
 JN0194  NAD 83(2007)-  38 26 48.08790(N)    111 48 31.08462(W) AD(2002.00) A
 JN0194  ELLIP H (05/07/09) 2501.170  (m)                       GP(2002.00) 3 1
 JN0194  NAD 83(1994)-  38 26 48.08762(N)    111 48 31.08405(W) AD(       ) A
 JN0194  ELLIP H (09/19/06) 2501.173  (m)                       GP(       ) 3 1
 JN0194  NAVD 88            2518.97   (m)         8264.3    (f) LEVELING    3  
 JN0194  NGVD 29 (??/??/92) 2517.534  (m)         8259.61   (f) ADJ UNCH    1 2
 JN0194
 JN0194.Superseded values are not recommended for survey control.
 JN0194
 JN0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0194.See file dsdata.pdf to determine how the superseded data were derived.
 JN0194
 JN0194_MARKER: DB = BENCH MARK DISK
 JN0194_SETTING: 66 = SET IN ROCK OUTCROP
 JN0194_STAMPING: B 30 1934
 JN0194_MAGNETIC: N = NO MAGNETIC MATERIAL
 JN0194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0194+STABILITY: POSITION/ELEVATION WELL
 JN0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0194+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2006
 JN0194
 JN0194  HISTORY     - Date     Condition        Report By
 JN0194  HISTORY     - 1934     MONUMENTED       CGS
 JN0194  HISTORY     - 20060725 GOOD             SUNENG
 JN0194
 JN0194                          STATION DESCRIPTION
 JN0194
 JN0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0194'11.1 MI W FROM LOA.
 JN0194'11.1 MILES WEST ALONG STATE HIGHWAY 24 FROM THE LOA MERCANTILE CO.
 JN0194'STORE AT LOA, WAYNE COUNTY, 90 FEET NORTHWEST OF A SMALL GROVE OF
 JN0194'WILLOW TREES, 81 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 35 FEET
 JN0194'SOUTHEAST OF A LARGE LAVA BOULDER, AND IN THE TOP OF A ROCK OUTCROP. A
 JN0194'STANDARD DISK, STAMPED B 30 1934.
 JN0194
 JN0194                          STATION RECOVERY (2006)
 JN0194
 JN0194'RECOVERY NOTE BY SUNRISE ENGINEERING 2006 (BLC)
 JN0194'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0005 ***********************************************************************
 JO0005  DESIGNATION -  B 31
 JO0005  PID         -  JO0005
 JO0005  STATE/COUNTY-  UT/SEVIER
 JO0005  COUNTRY     -  US
 JO0005  USGS QUAD   -  RICHFIELD (2017)
 JO0005
 JO0005                         *CURRENT SURVEY CONTROL
 JO0005  ______________________________________________________________________
 JO0005* NAD 83(1986) POSITION- 38 46 33.     (N) 112 03 49.     (W)   SCALED
 JO0005* NAVD 88 ORTHO HEIGHT -  1610.848 (meters)     5284.92  (feet) ADJUSTED
 JO0005  ______________________________________________________________________
 JO0005  GEOID HEIGHT    -        -18.852 (meters)                     GEOID18
 JO0005  DYNAMIC HEIGHT  -       1609.120 (meters)     5279.25  (feet) COMP
 JO0005  MODELED GRAVITY -    979,499.5   (mgal)                       NAVD 88
 JO0005
 JO0005  VERT ORDER      -  FIRST     CLASS II
 JO0005
 JO0005.The horizontal coordinates were scaled from a map and have
 JO0005.an estimated accuracy of +/- 6 seconds.
 JO0005
 JO0005.The orthometric height was determined by differential leveling and
 JO0005.adjusted by the NATIONAL GEODETIC SURVEY
 JO0005.in June 1991.
 JO0005
 JO0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0005.GEOID18 height accuracy estimate available here.
 JO0005
 JO0005.Click photographs - Photos may exist for this station.
 JO0005
 JO0005.The dynamic height is computed by dividing the NAVD 88
 JO0005.geopotential number by the normal gravity value computed on the
 JO0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0005.degrees latitude (g = 980.6199 gals.).
 JO0005
 JO0005.The modeled gravity was interpolated from observed gravity values.
 JO0005
 JO0005;                    North         East    Units  Estimated Accuracy
 JO0005;SPC UT C     - 2,049,280.      451,020.      MT  (+/- 180 meters Scaled)
 JO0005
 JO0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH076924(NAD 83)
 JO0005
 JO0005                          SUPERSEDED SURVEY CONTROL
 JO0005
 JO0005  NGVD 29 (??/??/92) 1609.633  (m)         5280.94   (f) ADJ UNCH    1 2
 JO0005
 JO0005.Superseded values are not recommended for survey control.
 JO0005
 JO0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0005.See file dsdata.pdf to determine how the superseded data were derived.
 JO0005
 JO0005_MARKER: DB = BENCH MARK DISK
 JO0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0005_STAMPING: B 31 1934
 JO0005_MARK LOGO: CGS
 JO0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0005+STABILITY: SURFACE MOTION
 JO0005
 JO0005  HISTORY     - Date     Condition        Report By
 JO0005  HISTORY     - 1934     MONUMENTED       CGS
 JO0005
 JO0005                          STATION DESCRIPTION
 JO0005
 JO0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0005'1.3 MI N FROM RICHFIELD.
 JO0005'1.3 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JO0005'THE COURTHOUSE AT RICHFIELD, SEVIER COUNTY, 405 FEET SOUTHWEST OF THE
 JO0005'SIDING SIGN AT SOTO, 140 FEET NORTHWEST OF MILEPOST 103, 45 FEET WEST
 JO0005'OF THE CENTERLINE OF THE TRACK, AND 27 FEET SOUTH OF AN EAST-AND-WEST
 JO0005'ROAD.  A STANDARD DISK, STAMPED B 31 1934 AND SET IN THE TOP OF A
 JO0005'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA4646 ***********************************************************************
 AA4646  DESIGNATION -  B 32 RESET
 AA4646  PID         -  AA4646
 AA4646  STATE/COUNTY-  UT/BEAVER
 AA4646  COUNTRY     -  US
 AA4646  USGS QUAD   -  GILLIES HILL (2017)
 AA4646
 AA4646                         *CURRENT SURVEY CONTROL
 AA4646  ______________________________________________________________________
 AA4646* NAD 83(1986) POSITION- 38 25 35.     (N) 112 38 38.     (W)   SCALED
 AA4646* NAVD 88 ORTHO HEIGHT -  1886.30  (+/-2cm)     6188.6   (feet) VERTCON3
 AA4646  ______________________________________________________________________
 AA4646  GEOID HEIGHT    -        -19.956 (meters)                     GEOID18
 AA4646  VERT ORDER      -  THIRD (See Below)
 AA4646
 AA4646.The horizontal coordinates were scaled from a map and have
 AA4646.an estimated accuracy of +/- 6 seconds.
 AA4646
 AA4646.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4646
 AA4646.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA4646.GEOID18 height accuracy estimate available here.
 AA4646
 AA4646.The vertical order pertains to the NGVD 29 superseded value.
 AA4646
 AA4646.Click photographs - Photos may exist for this station.
 AA4646
 AA4646;                    North         East    Units  Estimated Accuracy
 AA4646;SPC UT S     - 3,195,920.      400,120.      MT  (+/- 180 meters Scaled)
 AA4646
 AA4646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH565544(NAD 83)
 AA4646
 AA4646                          SUPERSEDED SURVEY CONTROL
 AA4646
 AA4646  NGVD 29 (07/25/12) 1885.00   (m)         6184.4    (f) RESET       3  
 AA4646
 AA4646.Superseded values are not recommended for survey control.
 AA4646
 AA4646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4646.See file dsdata.pdf to determine how the superseded data were derived.
 AA4646
 AA4646_MARKER: DB = BENCH MARK DISK
 AA4646_SETTING: 0 = UNSPECIFIED SETTING
 AA4646_STAMPING: B 32 RESET 1939
 AA4646_MARK LOGO: CGS
 AA4646_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4646
 AA4646  HISTORY     - Date     Condition        Report By
 AA4646  HISTORY     - 1939     MONUMENTED       UTDH
 AA4646
 AA4646                          STATION DESCRIPTION
 AA4646
 AA4646'DESCRIBED BY UTAH STATE DEPARTMENT OF HIGHWAYS 1939
 AA4646'IN SE 1/4, NW 1/4, SECTION 33, T 27 S, R 7 W, BENCH MARK WAS
 AA4646'ORIGINALLY LOCATED 39 DEG 07 MIN E., 140.0 FEET (42.7 M) TO PRESENT
 AA4646'LOCATION, 2.0 FEET (0.6 M) RIGHT OF STATION 280+17 OF THE SURVEY FAP
 AA4646'26 (3) , MANDERFIELD-PINE CREEK SUMMIT.  NEW LOCATION IS 48.0 FEET
 AA4646'(14.6 M) RIGHT OF STATION 281+50.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0289 ***********************************************************************
 JO0289  DESIGNATION -  B 33
 JO0289  PID         -  JO0289
 JO0289  STATE/COUNTY-  UT/BEAVER
 JO0289  COUNTRY     -  US
 JO0289  USGS QUAD   -  MILFORD (2017)
 JO0289
 JO0289                         *CURRENT SURVEY CONTROL
 JO0289  ______________________________________________________________________
 JO0289* NAD 83(1986) POSITION- 38 26 09.     (N) 113 04 39.     (W)   SCALED
 JO0289* NAVD 88 ORTHO HEIGHT -  1617.544 (meters)     5306.89  (feet) ADJUSTED
 JO0289  ______________________________________________________________________
 JO0289  GEOID HEIGHT    -        -20.879 (meters)                     GEOID18
 JO0289  DYNAMIC HEIGHT  -       1615.860 (meters)     5301.37  (feet) COMP
 JO0289  MODELED GRAVITY -    979,530.6   (mgal)                       NAVD 88
 JO0289
 JO0289  VERT ORDER      -  FIRST     CLASS II
 JO0289
 JO0289.The horizontal coordinates were scaled from a map and have
 JO0289.an estimated accuracy of +/- 6 seconds.
 JO0289
 JO0289.The orthometric height was determined by differential leveling and
 JO0289.adjusted by the NATIONAL GEODETIC SURVEY
 JO0289.in June 1991.
 JO0289
 JO0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0289.GEOID18 height accuracy estimate available here.
 JO0289
 JO0289.Click photographs - Photos may exist for this station.
 JO0289
 JO0289.The dynamic height is computed by dividing the NAVD 88
 JO0289.geopotential number by the normal gravity value computed on the
 JO0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0289.degrees latitude (g = 980.6199 gals.).
 JO0289
 JO0289.The modeled gravity was interpolated from observed gravity values.
 JO0289
 JO0289;                    North         East    Units  Estimated Accuracy
 JO0289;SPC UT S     - 3,197,520.      362,270.      MT  (+/- 180 meters Scaled)
 JO0289
 JO0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH186562(NAD 83)
 JO0289
 JO0289                          SUPERSEDED SURVEY CONTROL
 JO0289
 JO0289  NGVD 29 (??/??/92) 1616.468  (m)         5303.36   (f) ADJ UNCH    1 2
 JO0289
 JO0289.Superseded values are not recommended for survey control.
 JO0289
 JO0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0289.See file dsdata.pdf to determine how the superseded data were derived.
 JO0289
 JO0289_MARKER: DB = BENCH MARK DISK
 JO0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0289_STAMPING: B 33 1934
 JO0289_MARK LOGO: CGS
 JO0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0289+STABILITY: SURFACE MOTION
 JO0289
 JO0289  HISTORY     - Date     Condition        Report By
 JO0289  HISTORY     - 1934     MONUMENTED       CGS
 JO0289  HISTORY     - 1984     GOOD             NGS
 JO0289
 JO0289                          STATION DESCRIPTION
 JO0289
 JO0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0289'6.0 MI W FROM MILFORD.
 JO0289'6.0 MILES WEST ALONG THE ABANDONED LOS ANGELES AND SALT LAKE RAILROAD
 JO0289'FROM THE STATION AT MILFORD, BEAVER COUNTY, 0.2 MILE WEST OF THE OLD
 JO0289'STATION SIGN AT HICKORY, 24 FEET NORTH OF MILEPOST 6, AND 57 FEET
 JO0289'NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED B 33
 JO0289'1934 AND SET IN THE TOP OF A CONCRETE POST.
 JO0289
 JO0289                          STATION RECOVERY (1984)
 JO0289
 JO0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0289'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0474 ***********************************************************************
 MR0474  DESIGNATION -  B 331
 MR0474  PID         -  MR0474
 MR0474  STATE/COUNTY-  UT/CACHE
 MR0474  COUNTRY     -  US
 MR0474  USGS QUAD   -  TRENTON (2017)
 MR0474
 MR0474                         *CURRENT SURVEY CONTROL
 MR0474  ______________________________________________________________________
 MR0474* NAD 83(1986) POSITION- 41 58 31.     (N) 111 57 09.     (W)   SCALED
 MR0474* NAVD 88 ORTHO HEIGHT -  1367.418 (meters)     4486.27  (feet) ADJUSTED
 MR0474  ______________________________________________________________________
 MR0474  GEOID HEIGHT    -        -14.907 (meters)                     GEOID18
 MR0474  DYNAMIC HEIGHT  -       1366.465 (meters)     4483.14  (feet) COMP
 MR0474  MODELED GRAVITY -    979,878.5   (mgal)                       NAVD 88
 MR0474
 MR0474  VERT ORDER      -  FIRST     CLASS II
 MR0474
 MR0474.The horizontal coordinates were scaled from a map and have
 MR0474.an estimated accuracy of +/- 6 seconds.
 MR0474
 MR0474.The orthometric height was determined by differential leveling and
 MR0474.adjusted by the NATIONAL GEODETIC SURVEY
 MR0474.in June 1991.
 MR0474
 MR0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0474.GEOID18 height accuracy estimate available here.
 MR0474
 MR0474.Click photographs - Photos may exist for this station.
 MR0474
 MR0474.The dynamic height is computed by dividing the NAVD 88
 MR0474.geopotential number by the normal gravity value computed on the
 MR0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0474.degrees latitude (g = 980.6199 gals.).
 MR0474
 MR0474.The modeled gravity was interpolated from observed gravity values.
 MR0474
 MR0474;                    North         East    Units  Estimated Accuracy
 MR0474;SPC UT N     - 1,182,450.      462,490.      MT  (+/- 180 meters Scaled)
 MR0474
 MR0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM210474(NAD 83)
 MR0474
 MR0474                          SUPERSEDED SURVEY CONTROL
 MR0474
 MR0474.No superseded survey control is available for this station.
 MR0474
 MR0474_MARKER: DB = BENCH MARK DISK
 MR0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0474_SP_SET: CONCRETE BASE
 MR0474_STAMPING: B-331 1937
 MR0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0474
 MR0474  HISTORY     - Date     Condition        Report By
 MR0474  HISTORY     - 1937     MONUMENTED       CGS
 MR0474
 MR0474                          STATION DESCRIPTION
 MR0474
 MR0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 MR0474'IN CORNISH.
 MR0474'MARK SET IN CONCRETE BASE OF SEMAPHORE NO. 60.6.  6 POLES NORTH OF THE
 MR0474'RAILROAD STATION AT CORNISH.  66 FEET NORTH OF THE NORTHERN MOST
 MR0474'SWITCH STAND AT CORNISH.  8 POLES AND 45 FEET SOUTH OF MILE POLE NO.
 MR0474'61.  66 FEET SOUTH OF CENTERLINE OF STATE HWY. NO. 61.  10 FEET WEST
 MR0474'OF CENTERLINE OF TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0475 ***********************************************************************
 MR0475  DESIGNATION -  B 331 RESET
 MR0475  PID         -  MR0475
 MR0475  STATE/COUNTY-  UT/CACHE
 MR0475  COUNTRY     -  US
 MR0475  USGS QUAD   -  TRENTON (2017)
 MR0475
 MR0475                         *CURRENT SURVEY CONTROL
 MR0475  ______________________________________________________________________
 MR0475* NAD 83(1986) POSITION- 41 58 30.     (N) 111 57 09.     (W)   SCALED
 MR0475* NAVD 88 ORTHO HEIGHT -  1366.318 (meters)     4482.66  (feet) ADJUSTED
 MR0475  ______________________________________________________________________
 MR0475  GEOID HEIGHT    -        -14.908 (meters)                     GEOID18
 MR0475  DYNAMIC HEIGHT  -       1365.366 (meters)     4479.54  (feet) COMP
 MR0475  MODELED GRAVITY -    979,878.5   (mgal)                       NAVD 88
 MR0475  OBS GRAVITY     -    979,879.6   (mgal)                       GRAV_OBS
 MR0475
 MR0475  VERT ORDER      -  FIRST     CLASS I
 MR0475
 MR0475.The horizontal coordinates were scaled from a map and have
 MR0475.an estimated accuracy of +/- 6 seconds.
 MR0475
 MR0475.The orthometric height was determined by differential leveling and
 MR0475.adjusted by the NATIONAL GEODETIC SURVEY
 MR0475.in June 1991.
 MR0475
 MR0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0475.GEOID18 height accuracy estimate available here.
 MR0475
 MR0475.Click photographs - Photos may exist for this station.
 MR0475
 MR0475.The dynamic height is computed by dividing the NAVD 88
 MR0475.geopotential number by the normal gravity value computed on the
 MR0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0475.degrees latitude (g = 980.6199 gals.).
 MR0475
 MR0475.The modeled gravity was interpolated from observed gravity values.
 MR0475
 MR0475.The observed gravity was obtained from relative gravimeter ties
 MR0475.to the IGSN71 gravity network.
 MR0475
 MR0475;                    North         East    Units  Estimated Accuracy
 MR0475;SPC UT N     - 1,182,420.      462,490.      MT  (+/- 180 meters Scaled)
 MR0475
 MR0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM210474(NAD 83)
 MR0475
 MR0475                          SUPERSEDED SURVEY CONTROL
 MR0475
 MR0475  NGVD 29 (??/??/92) 1365.261  (m)         4479.19   (f) ADJ UNCH    1 1
 MR0475
 MR0475.Superseded values are not recommended for survey control.
 MR0475
 MR0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0475.See file dsdata.pdf to determine how the superseded data were derived.
 MR0475
 MR0475_MARKER: DB = BENCH MARK DISK
 MR0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0475_STAMPING: B 331 1937 RESET 1950
 MR0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0475+STABILITY: SURFACE MOTION
 MR0475
 MR0475  HISTORY     - Date     Condition        Report By
 MR0475  HISTORY     - 1950     MONUMENTED       UPRR
 MR0475  HISTORY     - 1967     GOOD             CGS
 MR0475
 MR0475                          STATION DESCRIPTION
 MR0475
 MR0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0475'4.0 MI N FROM TRENTON.
 MR0475'4.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 MR0475'STATE HIGHWAY 170 AT TRENTON, AT CORNISH, AT THE CROSSING OF STATE
 MR0475'HIGHWAY 61, 45.5 FEET WEST OF THE WEST RAIL, 42 FEET SOUTH OF THE
 MR0475'CENTER LINE OF THE HIGHWAY, 7 1/2 FEET SOUTHWEST OF THE FIRST
 MR0475'TELEPHONE POLE NORTH OF MILEPOLE 59.75, 11 FEET SOUTH OF A FENCE
 MR0475'CORNER, 1.0 FOOT EAST OF A FENCE, 1.0 FOOT SOUTH OF A WITNESS POST,
 MR0475'ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 MR0475'POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0323 ***********************************************************************
 JO0323  DESIGNATION -  B 332
 JO0323  PID         -  JO0323
 JO0323  STATE/COUNTY-  UT/BEAVER
 JO0323  COUNTRY     -  US
 JO0323  USGS QUAD   -  MILFORD (2017)
 JO0323
 JO0323                         *CURRENT SURVEY CONTROL
 JO0323  ______________________________________________________________________
 JO0323* NAD 83(1986) POSITION- 38 25 46.     (N) 113 00 36.     (W)   SCALED
 JO0323* NAVD 88 ORTHO HEIGHT -  1530.533 (meters)     5021.42  (feet) ADJUSTED
 JO0323  ______________________________________________________________________
 JO0323  GEOID HEIGHT    -        -20.924 (meters)                     GEOID18
 JO0323  DYNAMIC HEIGHT  -       1528.929 (meters)     5016.16  (feet) COMP
 JO0323  MODELED GRAVITY -    979,527.2   (mgal)                       NAVD 88
 JO0323
 JO0323  VERT ORDER      -  FIRST     CLASS II
 JO0323
 JO0323.This mark is at Milford Municipal Airport (MLF)
 JO0323
 JO0323.The horizontal coordinates were scaled from a map and have
 JO0323.an estimated accuracy of +/- 6 seconds.
 JO0323
 JO0323.The orthometric height was determined by differential leveling and
 JO0323.adjusted by the NATIONAL GEODETIC SURVEY
 JO0323.in June 1991.
 JO0323
 JO0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0323.GEOID18 height accuracy estimate available here.
 JO0323
 JO0323.Click photographs - Photos may exist for this station.
 JO0323
 JO0323.The dynamic height is computed by dividing the NAVD 88
 JO0323.geopotential number by the normal gravity value computed on the
 JO0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0323.degrees latitude (g = 980.6199 gals.).
 JO0323
 JO0323.The modeled gravity was interpolated from observed gravity values.
 JO0323
 JO0323;                    North         East    Units  Estimated Accuracy
 JO0323;SPC UT S     - 3,196,710.      368,150.      MT  (+/- 180 meters Scaled)
 JO0323
 JO0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH245553(NAD 83)
 JO0323
 JO0323                          SUPERSEDED SURVEY CONTROL
 JO0323
 JO0323  NGVD 29 (??/??/92) 1529.467  (m)         5017.93   (f) ADJ UNCH    1 2
 JO0323
 JO0323.Superseded values are not recommended for survey control.
 JO0323
 JO0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0323.See file dsdata.pdf to determine how the superseded data were derived.
 JO0323
 JO0323_MARKER: DB = BENCH MARK DISK
 JO0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0323_STAMPING: B 332 1945
 JO0323_MARK LOGO: CGS
 JO0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0323+STABILITY: SURFACE MOTION
 JO0323
 JO0323  HISTORY     - Date     Condition        Report By
 JO0323  HISTORY     - 1945     MONUMENTED       CGS
 JO0323  HISTORY     - 1984     MARK NOT FOUND   NGS
 JO0323
 JO0323                          STATION DESCRIPTION
 JO0323
 JO0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JO0323'IN MILFORD MUNICIPAL AP.
 JO0323'AT MILFORD MUNICIPAL AIRPORT, BEAVER COUNTY, 17 FEET WEST OF THE FENCE
 JO0323'POST AT THE NORTHEAST CORNER OF THE FIELD, IN LINE WITH THE EASTERN
 JO0323'RUNWAY LIGHTS, 13.5 FEET NORTH OF CORNER LIGHT 27 110, 3.6 FEET SOUTH
 JO0323'OF THE NORTH FENCE, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST. A
 JO0323'STANDARD DISK, STAMPED B 332 1945 AND SET IN THE TOP OF A CONCRETE
 JO0323'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 JO0323
 JO0323                          STATION RECOVERY (1984)
 JO0323
 JO0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0323'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0621 ***********************************************************************
 LO0621  DESIGNATION -  B 333
 LO0621  PID         -  LO0621
 LO0621  STATE/COUNTY-  UT/SALT LAKE
 LO0621  COUNTRY     -  US
 LO0621  USGS QUAD   -  MIDVALE (2017)
 LO0621
 LO0621                         *CURRENT SURVEY CONTROL
 LO0621  ______________________________________________________________________
 LO0621* NAD 83(1986) POSITION- 40 37 06.     (N) 111 59 51.     (W)   SCALED
 LO0621* NAVD 88 ORTHO HEIGHT -  1410.351 (meters)     4627.13  (feet) ADJUSTED
 LO0621  ______________________________________________________________________
 LO0621  GEOID HEIGHT    -        -17.258 (meters)                     GEOID18
 LO0621  DYNAMIC HEIGHT  -       1409.177 (meters)     4623.27  (feet) COMP
 LO0621  MODELED GRAVITY -    979,744.1   (mgal)                       NAVD 88
 LO0621
 LO0621  VERT ORDER      -  FIRST     CLASS II
 LO0621
 LO0621.This mark is at Salt Lake City #2 Airport (U42)
 LO0621
 LO0621.The horizontal coordinates were scaled from a map and have
 LO0621.an estimated accuracy of +/- 6 seconds.
 LO0621
 LO0621.The orthometric height was determined by differential leveling and
 LO0621.adjusted by the NATIONAL GEODETIC SURVEY
 LO0621.in June 1991.
 LO0621
 LO0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0621.GEOID18 height accuracy estimate available here.
 LO0621
 LO0621.Click photographs - Photos may exist for this station.
 LO0621
 LO0621.The dynamic height is computed by dividing the NAVD 88
 LO0621.geopotential number by the normal gravity value computed on the
 LO0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0621.degrees latitude (g = 980.6199 gals.).
 LO0621
 LO0621.The modeled gravity was interpolated from observed gravity values.
 LO0621
 LO0621;                    North         East    Units  Estimated Accuracy
 LO0621;SPC UT C     - 2,253,800.      457,900.      MT  (+/- 180 meters Scaled)
 LO0621
 LO0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK156968(NAD 83)
 LO0621
 LO0621                          SUPERSEDED SURVEY CONTROL
 LO0621
 LO0621  NGVD 29 (??/??/92) 1409.362  (m)         4623.88   (f) ADJ UNCH    1 2
 LO0621
 LO0621.Superseded values are not recommended for survey control.
 LO0621
 LO0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0621.See file dsdata.pdf to determine how the superseded data were derived.
 LO0621
 LO0621_MARKER: DB = BENCH MARK DISK
 LO0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0621_STAMPING: B 333 1945
 LO0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0621+STABILITY: SURFACE MOTION
 LO0621
 LO0621  HISTORY     - Date     Condition        Report By
 LO0621  HISTORY     - 1945     MONUMENTED       CGS
 LO0621  HISTORY     - 1983     MARK NOT FOUND   NGS
 LO0621
 LO0621                          STATION DESCRIPTION
 LO0621
 LO0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LO0621'IN SALT LAKE AIRPORT NO 2.
 LO0621'AT SALT LAKE AIRPORT NO.2, SALT LAKE COUNTY, ABOUT 100 FEET WEST OF
 LO0621'THE NORTHWEST CORNER OF A HANGAR, AT THE MAIN GATE, 5 FEET SOUTH OF
 LO0621'THE SOUTH GATEPOST, 2 FEET EAST OF THE FENCE, AND 1.7 FEET NORTH OF A
 LO0621'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED B 333 1945 AND
 LO0621'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 LO0621
 LO0621                          STATION RECOVERY (1983)
 LO0621
 LO0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LO0621'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0427 ***********************************************************************
 MR0427  DESIGNATION -  B 334
 MR0427  PID         -  MR0427
 MR0427  STATE/COUNTY-  UT/DAVIS
 MR0427  COUNTRY     -  US
 MR0427  USGS QUAD   -  KAYSVILLE (2017)
 MR0427
 MR0427                         *CURRENT SURVEY CONTROL
 MR0427  ______________________________________________________________________
 MR0427* NAD 83(1986) POSITION- 41 06 50.     (N) 111 58 28.     (W)   SCALED
 MR0427* NAVD 88 ORTHO HEIGHT -  1458.338 (meters)     4784.56  (feet) ADJUSTED
 MR0427  ______________________________________________________________________
 MR0427  GEOID HEIGHT    -        -16.781 (meters)                     GEOID18
 MR0427  DYNAMIC HEIGHT  -       1457.193 (meters)     4780.81  (feet) COMP
 MR0427  MODELED GRAVITY -    979,787.9   (mgal)                       NAVD 88
 MR0427
 MR0427  VERT ORDER      -  FIRST     CLASS II
 MR0427
 MR0427.The horizontal coordinates were scaled from a map and have
 MR0427.an estimated accuracy of +/- 6 seconds.
 MR0427
 MR0427.The orthometric height was determined by differential leveling and
 MR0427.adjusted by the NATIONAL GEODETIC SURVEY
 MR0427.in June 1991.
 MR0427
 MR0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0427.GEOID18 height accuracy estimate available here.
 MR0427
 MR0427.Click photographs - Photos may exist for this station.
 MR0427
 MR0427.The dynamic height is computed by dividing the NAVD 88
 MR0427.geopotential number by the normal gravity value computed on the
 MR0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0427.degrees latitude (g = 980.6199 gals.).
 MR0427
 MR0427.The modeled gravity was interpolated from observed gravity values.
 MR0427
 MR0427;                    North         East    Units  Estimated Accuracy
 MR0427;SPC UT N     - 1,086,790.      460,150.      MT  (+/- 180 meters Scaled)
 MR0427
 MR0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL181518(NAD 83)
 MR0427
 MR0427                          SUPERSEDED SURVEY CONTROL
 MR0427
 MR0427  NGVD 29 (??/??/92) 1457.387  (m)         4781.44   (f) ADJ UNCH    1 2
 MR0427
 MR0427.Superseded values are not recommended for survey control.
 MR0427
 MR0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0427.See file dsdata.pdf to determine how the superseded data were derived.
 MR0427
 MR0427_MARKER: DB = BENCH MARK DISK
 MR0427_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MR0427_SP_SET: BUMPER BLOCK
 MR0427_STAMPING: B 334 1945
 MR0427_MARK LOGO: CGS
 MR0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0427
 MR0427  HISTORY     - Date     Condition        Report By
 MR0427  HISTORY     - 1945     MONUMENTED       CGS
 MR0427  HISTORY     - 1953     GOOD             CGS
 MR0427  HISTORY     - 19880501 GOOD             USGS
 MR0427
 MR0427                          STATION DESCRIPTION
 MR0427
 MR0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MR0427'IN HILL AIR FORCE BASE.
 MR0427'AT HILL AIR FORCE BASE, AT THE INTERSECTION OF FOURTH AND E STREETS,
 MR0427'AT REPAIR HANGAR NO. 1, 44.7 FEET WEST OF THE WEST CURB OF E STREET,
 MR0427'23.8 FEET NORTH OF THE NORTH CURB OF FOURTH STREET, 22.3 FEET
 MR0427'SOUTHWEST OF THE SOUTHEAST CORNER OF THE HANGAR, IN THE TOP OF THE
 MR0427'APPROXIMATE CENTER OF THE EAST CONCRETE BUMPER BLOCK FOR THE SOUTH
 MR0427'DOORS, AND 1.5 FEET ABOVE THE GROUND.
 MR0427
 MR0427                          STATION RECOVERY (1988)
 MR0427
 MR0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (GH)
 MR0427'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MT0044 ***********************************************************************
 MT0044  DESIGNATION -  B 337
 MT0044  PID         -  MT0044
 MT0044  STATE/COUNTY-  UT/BOX ELDER
 MT0044  COUNTRY     -  US
 MT0044  USGS QUAD   -  NILE SPRING (2018)
 MT0044
 MT0044                         *CURRENT SURVEY CONTROL
 MT0044  ______________________________________________________________________
 MT0044* NAD 83(1986) POSITION- 41 54 39.     (N) 114 00 55.     (W)   SCALED
 MT0044* NAVD 88 ORTHO HEIGHT -  1636.985 (meters)     5370.68  (feet) ADJUSTED
 MT0044  ______________________________________________________________________
 MT0044  GEOID HEIGHT    -        -15.210 (meters)                     GEOID18
 MT0044  DYNAMIC HEIGHT  -       1635.794 (meters)     5366.77  (feet) COMP
 MT0044  MODELED GRAVITY -    979,836.9   (mgal)                       NAVD 88
 MT0044
 MT0044  VERT ORDER      -  SECOND    CLASS 0
 MT0044
 MT0044.The horizontal coordinates were scaled from a map and have
 MT0044.an estimated accuracy of +/- 6 seconds.
 MT0044
 MT0044.The orthometric height was determined by differential leveling and
 MT0044.adjusted by the NATIONAL GEODETIC SURVEY
 MT0044.in June 1991.
 MT0044
 MT0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 MT0044.GEOID18 height accuracy estimate available here.
 MT0044
 MT0044.Click photographs - Photos may exist for this station.
 MT0044
 MT0044.The dynamic height is computed by dividing the NAVD 88
 MT0044.geopotential number by the normal gravity value computed on the
 MT0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0044.degrees latitude (g = 980.6199 gals.).
 MT0044
 MT0044.The modeled gravity was interpolated from observed gravity values.
 MT0044
 MT0044;                    North         East    Units  Estimated Accuracy
 MT0044;SPC UT N     - 1,178,210.      291,340.      MT  (+/- 180 meters Scaled)
 MT0044
 MT0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG475441(NAD 83)
 MT0044
 MT0044                          SUPERSEDED SURVEY CONTROL
 MT0044
 MT0044  NGVD 29 (??/??/92) 1635.862  (m)         5366.99   (f) ADJ UNCH    2 0
 MT0044
 MT0044.Superseded values are not recommended for survey control.
 MT0044
 MT0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0044.See file dsdata.pdf to determine how the superseded data were derived.
 MT0044
 MT0044_MARKER: DB = BENCH MARK DISK
 MT0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0044_STAMPING: B 337 1951
 MT0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0044+STABILITY: SURFACE MOTION
 MT0044
 MT0044  HISTORY     - Date     Condition        Report By
 MT0044  HISTORY     - 1951     MONUMENTED       CGS
 MT0044
 MT0044                          STATION DESCRIPTION
 MT0044
 MT0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0044'19.4 MI N FROM GROUSE CREEK.
 MT0044'3.4 MILES NORTH ALONG A COUNTY GRAVEL ROAD FROM THE SCHOOL HOUSE AT
 MT0044'GROUSE CREEK, THENCE 15.6 MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE
 MT0044'0.4 MILE NORTHWEST ALONG A DIRT ROAD, 106 FEET NORTHEAST OF THE CENTER
 MT0044'LINE OF THE ROAD, AT A GATE IN A NORTHWEST SOUTHEAST FENCE LINE, 13.1
 MT0044'FEET SOUTHEAST OF THE SOUTHEAST GATE POST, AND ABOUT 7 FEET HIGHER
 MT0044'THAN THE ROAD, 2.4 FEET SOUTHWEST OF THE FENCE, 1.9 FEET NORTHWEST OF
 MT0044'A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 MT0044'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0499 ***********************************************************************
 MR0499  DESIGNATION -  B 338
 MR0499  PID         -  MR0499
 MR0499  STATE/COUNTY-  UT/CACHE
 MR0499  COUNTRY     -  US
 MR0499  USGS QUAD   -  RICHMOND (2017)
 MR0499
 MR0499                         *CURRENT SURVEY CONTROL
 MR0499  ______________________________________________________________________
 MR0499* NAD 83(1986) POSITION- 41 58 41.     (N) 111 48 47.     (W)   SCALED
 MR0499* NAVD 88 ORTHO HEIGHT -  1363.629 (meters)     4473.84  (feet) ADJUSTED
 MR0499  ______________________________________________________________________
 MR0499  GEOID HEIGHT    -        -14.645 (meters)                     GEOID18
 MR0499  DYNAMIC HEIGHT  -       1362.687 (meters)     4470.75  (feet) COMP
 MR0499  MODELED GRAVITY -    979,884.8   (mgal)                       NAVD 88
 MR0499
 MR0499  VERT ORDER      -  SECOND    CLASS 0
 MR0499
 MR0499.The horizontal coordinates were scaled from a map and have
 MR0499.an estimated accuracy of +/- 6 seconds.
 MR0499
 MR0499.The orthometric height was determined by differential leveling and
 MR0499.adjusted by the NATIONAL GEODETIC SURVEY
 MR0499.in June 1991.
 MR0499
 MR0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0499.GEOID18 height accuracy estimate available here.
 MR0499
 MR0499.Click photographs - Photos may exist for this station.
 MR0499
 MR0499.The dynamic height is computed by dividing the NAVD 88
 MR0499.geopotential number by the normal gravity value computed on the
 MR0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0499.degrees latitude (g = 980.6199 gals.).
 MR0499
 MR0499.The modeled gravity was interpolated from observed gravity values.
 MR0499
 MR0499;                    North         East    Units  Estimated Accuracy
 MR0499;SPC UT N     - 1,182,700.      474,050.      MT  (+/- 180 meters Scaled)
 MR0499
 MR0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM326476(NAD 83)
 MR0499
 MR0499                          SUPERSEDED SURVEY CONTROL
 MR0499
 MR0499  NGVD 29 (??/??/92) 1362.636  (m)         4470.58   (f) ADJ UNCH    2 0
 MR0499
 MR0499.Superseded values are not recommended for survey control.
 MR0499
 MR0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0499.See file dsdata.pdf to determine how the superseded data were derived.
 MR0499
 MR0499_MARKER: DB = BENCH MARK DISK
 MR0499_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MR0499_SP_SET: CULVERT HEADWALL
 MR0499_STAMPING: B 338 1951
 MR0499_MARK LOGO: CGS
 MR0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0499+STABILITY: SURFACE MOTION
 MR0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0499+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2003
 MR0499
 MR0499  HISTORY     - Date     Condition        Report By
 MR0499  HISTORY     - 1951     MONUMENTED       CGS
 MR0499  HISTORY     - 20030828 GOOD             INDIV
 MR0499
 MR0499                          STATION DESCRIPTION
 MR0499
 MR0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MR0499'2.4 MI E FROM LEWISTON.
 MR0499'ABOUT 2.3 MILES EAST ALONG STATE HIGHWAY 61 FROM THE LEWISTON STATE
 MR0499'BANK, THENCE 0.1 MILES NORTH ALONG U.S. HIGHWAY 91, 2.8 MILES SOUTH OF
 MR0499'THE POST OFFICE AT FRANKLIN, IDAHO, NEAR RAILROAD TRESTLE NO. 41.25,
 MR0499'ON TOP AND AT THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A LARGE
 MR0499'CONCRETE BOX CULVERT, 44 1/2 FEET WEST OF THE CENTER LINE OF THE
 MR0499'HIGHWAY, 0.6 FEET NORTH OF THE SOUTH END OF THE HEADWALL, AND SET
 MR0499'ABOUT 10 FEET LOWER THAN THE HIGHWAY.
 MR0499
 MR0499                          STATION RECOVERY (2003)
 MR0499
 MR0499'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RCW)
 MR0499'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0342 ***********************************************************************
 JO0342  DESIGNATION -  B 34
 JO0342  PID         -  JO0342
 JO0342  STATE/COUNTY-  UT/MILLARD
 JO0342  COUNTRY     -  US
 JO0342  USGS QUAD   -  HALFWAY SUMMIT (2017)
 JO0342
 JO0342                         *CURRENT SURVEY CONTROL
 JO0342  ______________________________________________________________________
 JO0342* NAD 83(1986) POSITION- 38 36 03.     (N) 113 50 00.     (W)   SCALED
 JO0342* NAVD 88 ORTHO HEIGHT -  1804.528 (meters)     5920.36  (feet) ADJUSTED
 JO0342  ______________________________________________________________________
 JO0342  GEOID HEIGHT    -        -21.013 (meters)                     GEOID18
 JO0342  DYNAMIC HEIGHT  -       1802.596 (meters)     5914.02  (feet) COMP
 JO0342  MODELED GRAVITY -    979,493.5   (mgal)                       NAVD 88
 JO0342
 JO0342  VERT ORDER      -  FIRST     CLASS II
 JO0342
 JO0342.The horizontal coordinates were scaled from a map and have
 JO0342.an estimated accuracy of +/- 6 seconds.
 JO0342
 JO0342.The orthometric height was determined by differential leveling and
 JO0342.adjusted by the NATIONAL GEODETIC SURVEY
 JO0342.in June 1991.
 JO0342
 JO0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0342.GEOID18 height accuracy estimate available here.
 JO0342
 JO0342.Click photographs - Photos may exist for this station.
 JO0342
 JO0342.The dynamic height is computed by dividing the NAVD 88
 JO0342.geopotential number by the normal gravity value computed on the
 JO0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0342.degrees latitude (g = 980.6199 gals.).
 JO0342
 JO0342.The modeled gravity was interpolated from observed gravity values.
 JO0342
 JO0342;                    North         East    Units  Estimated Accuracy
 JO0342;SPC UT C     - 2,032,350.      296,740.      MT  (+/- 180 meters Scaled)
 JO0342
 JO0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH532762(NAD 83)
 JO0342
 JO0342                          SUPERSEDED SURVEY CONTROL
 JO0342
 JO0342  NGVD 29 (??/??/92) 1803.313  (m)         5916.37   (f) ADJ UNCH    1 2
 JO0342
 JO0342.Superseded values are not recommended for survey control.
 JO0342
 JO0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0342.See file dsdata.pdf to determine how the superseded data were derived.
 JO0342
 JO0342_MARKER: DB = BENCH MARK DISK
 JO0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0342_STAMPING: B 34 1934
 JO0342_MARK LOGO: CGS
 JO0342_PROJECTION: PROJECTING 10 CENTIMETERS
 JO0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0342+STABILITY: SURFACE MOTION
 JO0342
 JO0342  HISTORY     - Date     Condition        Report By
 JO0342  HISTORY     - 1934     MONUMENTED       CGS
 JO0342  HISTORY     - 1971     GOOD             USGS
 JO0342  HISTORY     - 1984     GOOD             NGS
 JO0342
 JO0342                          STATION DESCRIPTION
 JO0342
 JO0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0342'27.5 MI SE FROM GARRISON.
 JO0342'27.5 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 JO0342'GARRISON, MILLARD COUNTY, 3.7 MILES NORTHWEST OF THE BEAVER-MILLARD
 JO0342'COUNTY LINE, 450 FEET NORTHWEST OF A RIGHT ANGLE IN THE FENCE LINE, 54
 JO0342'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTHWEST
 JO0342'OF THE FENCE.  A STANDARD DISK, STAMPED B 34 1934 AND SET IN THE TOP
 JO0342'OF A CONCRETE POST.
 JO0342
 JO0342                          STATION RECOVERY (1971)
 JO0342
 JO0342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JO0342'27.3 MILES SOUTHEAST ALONG HIGHWAY 21 FROM GARRISON AT A POINT WHERE
 JO0342'THE NEW ROAD LEAVES THE OLD ROAD ALINGMENT. GO DUE SOUTH ON THE OLD
 JO0342'ROAD 600 FEET. MARK IS ON THE EAST SIDE OF THE OLD ROAD 54 FEET FROM
 JO0342'C/L.
 JO0342
 JO0342                          STATION RECOVERY (1984)
 JO0342
 JO0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0342'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  42.35 KM
 JO0342'(26.45 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0342'OFFICE AT GARRISON, 0.55 KM (0.35 MI) SOUTHEAST OF MILEPOST 27, AT THE
 JO0342'SOUTHEAST END OF A CURVE, 101.2 METERS (332 FT) SOUTHWEST OF THE
 JO0342'HIGHWAY CENTERLINE AND 16.4 METERS (54 FT) NORTHEAST OF THE CENTER OF
 JO0342'THE OLD HIGHWAY BED.
 JO0342'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 JO0342'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0125 ***********************************************************************
 JN0125  DESIGNATION -  B 36
 JN0125  PID         -  JN0125
 JN0125  STATE/COUNTY-  UT/EMERY
 JN0125  COUNTRY     -  US
 JN0125  USGS QUAD   -  EMERY WEST (2017)
 JN0125
 JN0125                         *CURRENT SURVEY CONTROL
 JN0125  ______________________________________________________________________
 JN0125* NAD 83(1986) POSITION- 38 53 55.62   (N) 111 15 24.92   (W)   HD_HELD1
 JN0125* NAVD 88 ORTHO HEIGHT -  1890.589 (meters)     6202.71  (feet) ADJUSTED
 JN0125  ______________________________________________________________________
 JN0125  GEOID HEIGHT    -        -17.743 (meters)                     GEOID18
 JN0125  DYNAMIC HEIGHT  -       1888.563 (meters)     6196.06  (feet) COMP
 JN0125  MODELED GRAVITY -    979,488.9   (mgal)                       NAVD 88
 JN0125
 JN0125  VERT ORDER      -  SECOND    CLASS 0
 JN0125
 JN0125.The horizontal coordinates were determined by differentially corrected
 JN0125.hand held GPS observations or other comparable positioning techniques
 JN0125.and have an estimated accuracy of +/- 3 meters.
 JN0125
 JN0125.The orthometric height was determined by differential leveling and
 JN0125.adjusted by the NATIONAL GEODETIC SURVEY
 JN0125.in June 1991.
 JN0125
 JN0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0125.GEOID18 height accuracy estimate available here.
 JN0125
 JN0125.Click photographs - Photos may exist for this station.
 JN0125
 JN0125.The dynamic height is computed by dividing the NAVD 88
 JN0125.geopotential number by the normal gravity value computed on the
 JN0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0125.degrees latitude (g = 980.6199 gals.).
 JN0125
 JN0125.The modeled gravity was interpolated from observed gravity values.
 JN0125
 JN0125;                    North         East    Units  Estimated Accuracy
 JN0125;SPC UT C     - 2,062,806.2     521,087.6     MT  (+/- 3 meters HH1 GPS) 
 JN0125
 JN0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ7772005575(NAD 83)
 JN0125
 JN0125                          SUPERSEDED SURVEY CONTROL
 JN0125
 JN0125  NGVD 29 (??/??/92) 1889.402  (m)         6198.81   (f) ADJ UNCH    2 0
 JN0125
 JN0125.Superseded values are not recommended for survey control.
 JN0125
 JN0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0125.See file dsdata.pdf to determine how the superseded data were derived.
 JN0125
 JN0125_MARKER: DB = BENCH MARK DISK
 JN0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0125_STAMPING: B 36 1934
 JN0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0125+STABILITY: SURFACE MOTION
 JN0125
 JN0125  HISTORY     - Date     Condition        Report By
 JN0125  HISTORY     - 1934     MONUMENTED       CGS
 JN0125
 JN0125                          STATION DESCRIPTION
 JN0125
 JN0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0125'1.9 MI S FROM EMERY.
 JN0125'ABOUT 1.9 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL AT
 JN0125'EMERY, EMERY COUNTY, ABOUT 125 FEET SOUTH OF A CURVE LEADING
 JN0125'NORTHWEST, 44 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 2 FEET
 JN0125'WEST OF A FENCE LINE.  A STANDARD DISK, STAMPED B 36 1934 AND SET IN
 JN0125'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0335 ***********************************************************************
 HO0335  DESIGNATION -  B 364
 HO0335  PID         -  HO0335
 HO0335  STATE/COUNTY-  UT/WASHINGTON
 HO0335  COUNTRY     -  US
 HO0335  USGS QUAD   -  HURRICANE (2017)
 HO0335
 HO0335                         *CURRENT SURVEY CONTROL
 HO0335  ______________________________________________________________________
 HO0335* NAD 83(1986) POSITION- 37 13 12.12   (N) 113 15 35.38   (W)   HD_HELD1
 HO0335* NAVD 88 ORTHO HEIGHT -  1072.238 (meters)     3517.83  (feet) ADJUSTED
 HO0335  ______________________________________________________________________
 HO0335  GEOID HEIGHT    -        -23.432 (meters)                     GEOID18
 HO0335  DYNAMIC HEIGHT  -       1071.095 (meters)     3514.08  (feet) COMP
 HO0335  MODELED GRAVITY -    979,529.0   (mgal)                       NAVD 88
 HO0335
 HO0335  VERT ORDER      -  FIRST     CLASS II
 HO0335
 HO0335.The horizontal coordinates were determined by differentially corrected
 HO0335.hand held GPS observations or other comparable positioning techniques
 HO0335.and have an estimated accuracy of +/- 3 meters.
 HO0335
 HO0335.The orthometric height was determined by differential leveling and
 HO0335.adjusted by the NATIONAL GEODETIC SURVEY
 HO0335.in June 1991.
 HO0335
 HO0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0335.GEOID18 height accuracy estimate available here.
 HO0335
 HO0335.Click photographs - Photos may exist for this station.
 HO0335
 HO0335.The dynamic height is computed by dividing the NAVD 88
 HO0335.geopotential number by the normal gravity value computed on the
 HO0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0335.degrees latitude (g = 980.6199 gals.).
 HO0335
 HO0335.The modeled gravity was interpolated from observed gravity values.
 HO0335
 HO0335;                    North         East    Units  Estimated Accuracy
 HO0335;SPC UT S     - 3,062,884.2     343,816.6     MT  (+/- 3 meters HH1 GPS) 
 HO0335
 HO0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG9949621674(NAD 83)
 HO0335
 HO0335                          SUPERSEDED SURVEY CONTROL
 HO0335
 HO0335.No superseded survey control is available for this station.
 HO0335
 HO0335_MARKER: DB = BENCH MARK DISK
 HO0335_SETTING: 66 = SET IN ROCK OUTCROP
 HO0335_STAMPING: B 364 1982
 HO0335_MARK LOGO: NGS
 HO0335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0335+STABILITY: POSITION/ELEVATION WELL
 HO0335
 HO0335  HISTORY     - Date     Condition        Report By
 HO0335  HISTORY     - 1982     MONUMENTED       NGS
 HO0335  HISTORY     - 1982     GOOD             NGS
 HO0335  HISTORY     - 1984     GOOD             NGS
 HO0335
 HO0335                          STATION DESCRIPTION
 HO0335
 HO0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0335'1.7 KM (1.1 MI) NE FROM LA VERKIN.
 HO0335'1.75 KM (1.1 MI) EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 HO0335'HIGHWAY 17 IN LA VERKIN, IN TOP OF THE SOUTHWEST EDGE OF A 2 BY 4 FOOT
 HO0335'ROCK SHELF 3.5 FEET ABOVE THE BASE OF A SHORT CONGLOMERATE BEDROCK
 HO0335'CUT, 0.45 KM (0.3 MI) NORTHEAST OF MILEPOST 13, 0.25 KM (0.15 MI)
 HO0335'NORTHEAST OF THE INTERSECTION OF A DIRT ROAD, 6.4 METERS (21 FT)
 HO0335'SOUTHEAST OF THE EAST BOUND HIGHWAY CENTERLINE, 20.4 METERS (67 FT)
 HO0335'NORTHEAST OF THE SOUTHWEST END OF THE CUT, 3.1 METERS (10.5 FT)
 HO0335'NORTHEAST OF THE NORTHEAST EDGE OF A 6 FOOT SQUARE VERTICAL FACE IN
 HO0335'THE CUT, 0.35 METER (1.2 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE
 HO0335'ROCK SHELF.
 HO0335'THE MARK IS 0.35 METERS  SE FROM A WITNESS POST.
 HO0335'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 HO0335
 HO0335                          STATION RECOVERY (1982)
 HO0335
 HO0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0335'RECOVERED IN GOOD CONDITION.
 HO0335
 HO0335                          STATION RECOVERY (1984)
 HO0335
 HO0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HO0335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0360 ***********************************************************************
 HO0360  CBN         -  This is a Cooperative Base Network Control Station.
 HO0360  DESIGNATION -  B 365
 HO0360  PID         -  HO0360
 HO0360  STATE/COUNTY-  UT/WASHINGTON
 HO0360  COUNTRY     -  US
 HO0360  USGS QUAD   -  SANTA CLARA (2017)
 HO0360
 HO0360                         *CURRENT SURVEY CONTROL
 HO0360  ______________________________________________________________________
 HO0360* NAD 83(2011) POSITION- 37 07 33.17828(N) 113 38 09.80772(W)   ADJUSTED
 HO0360* NAD 83(2011) ELLIP HT-   817.735 (meters)        (06/27/12)   ADJUSTED
 HO0360* NAD 83(2011) EPOCH   -  2010.00
 HO0360* NAVD 88 ORTHO HEIGHT -   842.254 (meters)     2763.30  (feet) ADJUSTED
 HO0360  ______________________________________________________________________
 HO0360  GEOID HEIGHT    -        -24.537 (meters)                     GEOID18
 HO0360  NAD 83(2011) X  - -2,041,603.707 (meters)                     COMP
 HO0360  NAD 83(2011) Y  - -4,665,041.568 (meters)                     COMP
 HO0360  NAD 83(2011) Z  -  3,829,034.677 (meters)                     COMP
 HO0360  LAPLACE CORR    -          1.73  (seconds)                    DEFLEC18
 HO0360  DYNAMIC HEIGHT  -        841.409 (meters)     2760.52  (feet) COMP
 HO0360  MODELED GRAVITY -    979,600.6   (mgal)                       NAVD 88
 HO0360
 HO0360  VERT ORDER      -  FIRST     CLASS II
 HO0360
 HO0360  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HO0360  Standards:
 HO0360         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HO0360            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HO0360  -------------------------------------------------------------------
 HO0360  NETWORK    1.40   2.45           0.65   0.46   1.25     -0.08425802
 HO0360  -------------------------------------------------------------------
 HO0360  Click here for local accuracies and other accuracy information.
 HO0360
 HO0360.The horizontal coordinates were established by GPS observations
 HO0360.and adjusted by the National Geodetic Survey in June 2012.
 HO0360
 HO0360.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HO0360.been affixed to the stable North American tectonic plate. See 
 HO0360.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HO0360
 HO0360.The horizontal coordinates are valid at the epoch date displayed above
 HO0360.which is a decimal equivalence of Year/Month/Day.
 HO0360
 HO0360.The orthometric height was determined by differential leveling and
 HO0360.adjusted by the NATIONAL GEODETIC SURVEY
 HO0360.in June 1991.
 HO0360
 HO0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0360.GEOID18 height accuracy estimate available here.
 HO0360
 HO0360.Click photographs - Photos may exist for this station.
 HO0360
 HO0360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HO0360
 HO0360.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0360
 HO0360.The ellipsoidal height was determined by GPS observations
 HO0360.and is referenced to NAD 83.
 HO0360
 HO0360.The dynamic height is computed by dividing the NAVD 88
 HO0360.geopotential number by the normal gravity value computed on the
 HO0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0360.degrees latitude (g = 980.6199 gals.).
 HO0360
 HO0360.The modeled gravity was interpolated from observed gravity values.
 HO0360
 HO0360. The following values were computed from the NAD 83(2011) position.
 HO0360
 HO0360;                    North         East     Units Scale Factor Converg.
 HO0360;SPC UT S     - 3,053,133.413   310,193.150   MT  1.00001681   -1 18 31.4
 HO0360;SPC UT S     -10,016,821.87  1,017,692.03   sFT  1.00001681   -1 18 31.4
 HO0360;UTM  12      - 4,112,089.908   265,818.548   MT  1.00027562   -1 35 30.3
 HO0360
 HO0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0360!SPC UT S     -   0.99987169  x   1.00001681  =   0.99988850
 HO0360!UTM  12      -   0.99987169  x   1.00027562  =   1.00014727
 HO0360
 HO0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG6581812089(NAD 83)
 HO0360
 HO0360                          SUPERSEDED SURVEY CONTROL
 HO0360
 HO0360  NAD 83(2007)-  37 07 33.17771(N)    113 38 09.80795(W) AD(2002.00) 0
 HO0360  ELLIP H (02/10/07)  817.749  (m)                       GP(2002.00)    
 HO0360  ELLIP H (11/14/01)  817.764  (m)                       GP(       ) 4 2
 HO0360  NAD 83(1994)-  37 07 33.17700(N)    113 38 09.80578(W) AD(       ) B
 HO0360  ELLIP H (04/21/95)  817.850  (m)                       GP(       ) 4 1
 HO0360  NAVD 88             842.25   (m)         2763.3    (f) LEVELING    3  
 HO0360
 HO0360.Superseded values are not recommended for survey control.
 HO0360
 HO0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0360.See file dsdata.pdf to determine how the superseded data were derived.
 HO0360
 HO0360_MARKER: I = METAL ROD
 HO0360_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HO0360_STAMPING: B 365 1982
 HO0360_MARK LOGO: NGS
 HO0360_PROJECTION: FLUSH
 HO0360_MAGNETIC: I = MARKER IS A STEEL ROD
 HO0360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0360+STABILITY: POSITION/ELEVATION WELL
 HO0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0360+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1993
 HO0360_ROD/PIPE-DEPTH: 1.8 meters
 HO0360
 HO0360  HISTORY     - Date     Condition        Report By
 HO0360  HISTORY     - 1982     MONUMENTED       NGS
 HO0360  HISTORY     - 19931119 GOOD             NGS
 HO0360  HISTORY     - 20120130 MARK NOT FOUND   GEOCAC
 HO0360
 HO0360                          STATION DESCRIPTION
 HO0360
 HO0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0360'1.8 KM (1.1 MI) EAST FROM SANTA CLARA.
 HO0360'1.8 KM (1.15 MI) EAST ALONG SANTA CLARA DRIVE FROM THE CHURCH OF
 HO0360'LATTER DAY SAINTS IN SANTA CLARA, IN THE WEST CORNER OF THE T JUNCTION
 HO0360'OF LAVA FLOW DRIVE, 26.3 METERS (86.5 FT) SOUTHWEST OF THE CENTER OF
 HO0360'SANTA CLARA DRIVE, 10.0 METERS (33 FT) NORTHWEST OF THE CENTER OF LAVE
 HO0360'FLOW DRIVE, 2.7 METERS (9 FT) SOUTH OF A POWER POLE WITH A TRANSFORMER
 HO0360'AND A STREET LAMP ATTACHED.
 HO0360'THE MARK IS 0.7 METERS  NW FROM A WITNESS POST.
 HO0360'THE MARK IS 1.0 M BELOW THE SANTA CLARA DRIVE.
 HO0360
 HO0360                          STATION RECOVERY (1993)
 HO0360
 HO0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 HO0360'STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHWEST OF ST GEORGE, 2 KM
 HO0360'(1.25 MI) SOUTHEAST OF SANTA CLARA, IN THE SOUTHWEST ANGLE OF THE
 HO0360'JUNCTION OF SUNSET BOULEVARD AND LAVA FLOW DRIVE, IN THE NORTHEAST
 HO0360'CORNER OF A LARGE LOT COVERED WITH LAVA ROCKS AND WEEDS, IN THE
 HO0360'SOUTHWEST 1/4 OF SECTION 15, T 42 S, R 16 W.  OWNERSHIP--UNKNOWN. TO
 HO0360'REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 15 AND
 HO0360'STATE HIGHWAY 18 (BLUFF STREET, EXIT 6) ON THE SOUTH SIDE OF ST
 HO0360'GEORGE, GO NORTHWEST ON HIGHWAY 18 FOR 3.15 KM (1.95 MI) TO A CROSS
 HO0360'STREET (ROAD LEFT LEADS TO THE AIRPORT).  CONTINUE AHEAD FOR 1.70 KM
 HO0360'(1.05 MI) TO A ROAD LEFT.  TURN LEFT, WEST, ON SUNSET BOULEVARD FOR
 HO0360'3.25 KM (2.00 MI) TO A CROSSROAD AND THE STATION ON THE LEFT. STATION
 HO0360'MARK IS A PUNCH HOLE TOP CENTER ON A STEEL ROD ENCASED IN A PVC PIPE
 HO0360'WITH LOGO CAP SET IN A CONCRETE POST FLUSH WITH THE GROUND. IT IS 26.3
 HO0360'M (86.3 FT) SOUTH OF THE CENTER OF SUNSET BOULEVARD, 10.4 M (34.1 FT)
 HO0360'WEST OF THE CENTER OF LAVA FLOW DRIVE, 2.8 M (9.2 FT) SOUTHWEST OF A
 HO0360'POWERLINE POLE WITH A STREET LIGHT, AND 0.7 M (2.3 FT) NORTH-NORTHEAST
 HO0360'OF A FIBERGLASS WITNESS POST. DESCRIBED BY G.R.HEID
 HO0360
 HO0360                          STATION RECOVERY (2012)
 HO0360
 HO0360'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 HO0360'THE LOT CONTAINING THIS MARK HAS BEEN DEVELOPED AND A SHOPPING CENTER
 HO0360'BUILT. THE LEVEL OF THE GRADE HAS BEEN RAISED SUBSTANTIALLY IN THE
 HO0360'AREA CONTAINING THE MARK AND IS NOW WELL ABOVE THE LEVEL OF SANTA
 HO0360'CLARA DRIVE. THE JUNCTION OF SANTA CLARA DRIVE AND LAVA FLOW DRIVE IS
 HO0360'NO LONGER A T JUNCTION. THE POWER POLE WITH TRANSFORMER AND STREET
 HO0360'LIGHT IS NO LONGER PRESENT. THERE IS NO WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0385 ***********************************************************************
 HO0385  DESIGNATION -  B 366
 HO0385  PID         -  HO0385
 HO0385  STATE/COUNTY-  UT/WASHINGTON
 HO0385  COUNTRY     -  US
 HO0385  USGS QUAD   -  CASTLE CLIFF (2017)
 HO0385
 HO0385                         *CURRENT SURVEY CONTROL
 HO0385  ______________________________________________________________________
 HO0385* NAD 83(1986) POSITION- 37 00 19.10   (N) 113 54 52.58   (W)   HD_HELD1
 HO0385* NAVD 88 ORTHO HEIGHT -   814.408 (meters)     2671.94  (feet) ADJUSTED
 HO0385  ______________________________________________________________________
 HO0385  GEOID HEIGHT    -        -25.418 (meters)                     GEOID18
 HO0385  DYNAMIC HEIGHT  -        813.588 (meters)     2669.25  (feet) COMP
 HO0385  MODELED GRAVITY -    979,597.5   (mgal)                       NAVD 88
 HO0385
 HO0385  VERT ORDER      -  FIRST     CLASS II
 HO0385
 HO0385.The horizontal coordinates were determined by differentially corrected
 HO0385.hand held GPS observations or other comparable positioning techniques
 HO0385.and have an estimated accuracy of +/- 3 meters.
 HO0385
 HO0385.The orthometric height was determined by differential leveling and
 HO0385.adjusted by the NATIONAL GEODETIC SURVEY
 HO0385.in June 1991.
 HO0385
 HO0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0385.GEOID18 height accuracy estimate available here.
 HO0385
 HO0385.Click photographs - Photos may exist for this station.
 HO0385
 HO0385.The dynamic height is computed by dividing the NAVD 88
 HO0385.geopotential number by the normal gravity value computed on the
 HO0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0385.degrees latitude (g = 980.6199 gals.).
 HO0385
 HO0385.The modeled gravity was interpolated from observed gravity values.
 HO0385
 HO0385;                    North         East    Units  Estimated Accuracy
 HO0385;SPC UT S     - 3,040,358.2     285,101.5     MT  (+/- 3 meters HH1 GPS) 
 HO0385
 HO0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF4065699433(NAD 83)
 HO0385
 HO0385                          SUPERSEDED SURVEY CONTROL
 HO0385
 HO0385.No superseded survey control is available for this station.
 HO0385
 HO0385_MARKER: F = FLANGE-ENCASED ROD
 HO0385_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0385_STAMPING: B 366 1982
 HO0385_MARK LOGO: NGS
 HO0385_PROJECTION: FLUSH
 HO0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0385_ROD/PIPE-DEPTH: 2.0 meters
 HO0385
 HO0385  HISTORY     - Date     Condition        Report By
 HO0385  HISTORY     - 1982     MONUMENTED       NGS
 HO0385
 HO0385                          STATION DESCRIPTION
 HO0385
 HO0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0385'29.7 KM (18.5 MI) NE FROM MESQUITE NV.
 HO0385'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 HO0385'MESQUITE, THENCE 29.15 KM (18.2 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 HO0385'0.6 KM (0.4 MI) NORTHEAST OF THE UTAH-ARIZONA STATE LINE, 59.1 METERS
 HO0385'(194 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 0.5 METER (1.7 FT)
 HO0385'SOUTHEAST OF THE RIGHT OF WAY FENCE.
 HO0385'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 HO0385'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0423 ***********************************************************************
 HO0423  DESIGNATION -  B 367
 HO0423  PID         -  HO0423
 HO0423  STATE/COUNTY-  UT/KANE
 HO0423  COUNTRY     -  US
 HO0423  USGS QUAD   -  SPRINGDALE EAST (2017)
 HO0423
 HO0423                         *CURRENT SURVEY CONTROL
 HO0423  ______________________________________________________________________
 HO0423* NAD 83(1986) POSITION- 37 13 53.82   (N) 112 52 40.92   (W)   HD_HELD1
 HO0423* NAVD 88 ORTHO HEIGHT -  1729.740 (meters)     5674.99  (feet) ADJUSTED
 HO0423  ______________________________________________________________________
 HO0423  GEOID HEIGHT    -        -22.087 (meters)                     GEOID18
 HO0423  DYNAMIC HEIGHT  -       1727.691 (meters)     5668.27  (feet) COMP
 HO0423  MODELED GRAVITY -    979,385.2   (mgal)                       NAVD 88
 HO0423
 HO0423  VERT ORDER      -  FIRST     CLASS II
 HO0423
 HO0423.The horizontal coordinates were determined by differentially corrected
 HO0423.hand held GPS observations or other comparable positioning techniques
 HO0423.and have an estimated accuracy of +/- 3 meters.
 HO0423
 HO0423.The orthometric height was determined by differential leveling and
 HO0423.adjusted by the NATIONAL GEODETIC SURVEY
 HO0423.in June 1991.
 HO0423
 HO0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0423.GEOID18 height accuracy estimate available here.
 HO0423
 HO0423.Click photographs - Photos may exist for this station.
 HO0423
 HO0423.The dynamic height is computed by dividing the NAVD 88
 HO0423.geopotential number by the normal gravity value computed on the
 HO0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0423.degrees latitude (g = 980.6199 gals.).
 HO0423
 HO0423.The modeled gravity was interpolated from observed gravity values.
 HO0423
 HO0423;                    North         East    Units  Estimated Accuracy
 HO0423;SPC UT S     - 3,063,601.1     377,716.7     MT  (+/- 3 meters HH1 GPS) 
 HO0423
 HO0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG3340022219(NAD 83)
 HO0423
 HO0423                          SUPERSEDED SURVEY CONTROL
 HO0423
 HO0423.No superseded survey control is available for this station.
 HO0423
 HO0423_MARKER: DV = VERTICAL CONTROL DISK
 HO0423_SETTING: 66 = SET IN ROCK OUTCROP
 HO0423_STAMPING: B 367 1983
 HO0423_MARK LOGO: NGS
 HO0423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0423+STABILITY: POSITION/ELEVATION WELL
 HO0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0423+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2012
 HO0423
 HO0423  HISTORY     - Date     Condition        Report By
 HO0423  HISTORY     - 1983     MONUMENTED       NGS
 HO0423  HISTORY     - 20120611 GOOD             GEOCAC
 HO0423
 HO0423                          STATION DESCRIPTION
 HO0423
 HO0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0423'19.7 KM (12.3 MI) EAST FROM SPRINGDALE.
 HO0423'19.7 KM (12.3 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF LATTER
 HO0423'DAY SAINTS IN SPRINGDALE, IN TOP OF AND 1.6 METERS (5.5 FT) NORTH OF
 HO0423'THE SOUTH AND BOTTOM EDGE OF A 24- BY 38-FOOT SLOPING SANDSTONE
 HO0423'OUTCROP AT THE SOUTHWEST END OF AN ALLUVIAL AND SANDSTONE CUT, 1.3 KM
 HO0423'(0.8 MI) SOUTHWEST OF THE EAST BOUNDARY OF THE PARK, 11.4 METERS
 HO0423'(37.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 73.1 METERS (240 FT)
 HO0423'NORTHEAST OF THE NORTHEAST END OF THE NORTHWEST GUARDRAIL FOR THE
 HO0423'BRIDGE OVER THE CO-OP CREEK, 3.9 METERS (13 FT) WEST OF THE EAST EDGE
 HO0423'OF THE OUTCROP.
 HO0423'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
 HO0423
 HO0423                          STATION RECOVERY (2012)
 HO0423
 HO0423'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0423'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0447 ***********************************************************************
 HO0447  DESIGNATION -  B 368
 HO0447  PID         -  HO0447
 HO0447  STATE/COUNTY-  UT/KANE
 HO0447  COUNTRY     -  US
 HO0447  USGS QUAD   -  WHITE TOWER (2017)
 HO0447
 HO0447                         *CURRENT SURVEY CONTROL
 HO0447  ______________________________________________________________________
 HO0447* NAD 83(1986) POSITION- 37 08 31.7    (N) 112 34 02.8    (W)   HD_HELD2
 HO0447* NAVD 88 ORTHO HEIGHT -  1674.815 (meters)     5494.79  (feet) ADJUSTED
 HO0447  ______________________________________________________________________
 HO0447  GEOID HEIGHT    -        -21.884 (meters)                     GEOID18
 HO0447  DYNAMIC HEIGHT  -       1672.850 (meters)     5488.34  (feet) COMP
 HO0447  MODELED GRAVITY -    979,398.6   (mgal)                       NAVD 88
 HO0447
 HO0447  VERT ORDER      -  FIRST     CLASS II
 HO0447
 HO0447.The horizontal coordinates were established by autonomous hand held GPS
 HO0447.observations and have an estimated accuracy of +/- 10 meters.
 HO0447
 HO0447.The orthometric height was determined by differential leveling and
 HO0447.adjusted by the NATIONAL GEODETIC SURVEY
 HO0447.in June 1991.
 HO0447
 HO0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0447.GEOID18 height accuracy estimate available here.
 HO0447
 HO0447.Click photographs - Photos may exist for this station.
 HO0447
 HO0447.The dynamic height is computed by dividing the NAVD 88
 HO0447.geopotential number by the normal gravity value computed on the
 HO0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0447.degrees latitude (g = 980.6199 gals.).
 HO0447
 HO0447.The modeled gravity was interpolated from observed gravity values.
 HO0447
 HO0447;                    North         East    Units  Estimated Accuracy
 HO0447;SPC UT S     - 3,053,311.      405,163.      MT  (+/- 10 meters HH2 GPS)
 HO0447
 HO0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG6079011790(NAD 83)
 HO0447
 HO0447                          SUPERSEDED SURVEY CONTROL
 HO0447
 HO0447.No superseded survey control is available for this station.
 HO0447
 HO0447_MARKER: DV = VERTICAL CONTROL DISK
 HO0447_SETTING: 66 = SET IN ROCK OUTCROP
 HO0447_STAMPING: B 368 1983
 HO0447_MARK LOGO: NGS
 HO0447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0447+STABILITY: POSITION/ELEVATION WELL
 HO0447
 HO0447  HISTORY     - Date     Condition        Report By
 HO0447  HISTORY     - 1983     MONUMENTED       NGS
 HO0447
 HO0447                          STATION DESCRIPTION
 HO0447
 HO0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0447'11.7 KM (7.3 MI) NORTH FROM KANAB.
 HO0447'11.7 KM (7.3 MI) NORTH ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER
 HO0447'DAY SAINTS IN KANAB, IN TOP OF AND 3.0 METERS (10 FT) SOUTH OF THE
 HO0447'NORTH END OF A 11- BY 13- BY 17-FOOT TRIANGULAR SANDSTONE SHELF,
 HO0447'19.6 METERS (64.5 FT) EAST OF THE HIGHWAY CENTERLINE, 25.9 METERS
 HO0447'(85 FT) WEST OF THE RIGHT OF WAY FENCE, 12.6 METERS (41.5 FT)
 HO0447'EAST-SOUTHEAST OF MILEPOST 72.
 HO0447'THE MARK IS 0.45 METERS  S FROM A WITNESS POST.
 HO0447'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0398 ***********************************************************************
 JO0398  DESIGNATION -  B 369
 JO0398  PID         -  JO0398
 JO0398  STATE/COUNTY-  UT/BEAVER
 JO0398  COUNTRY     -  US
 JO0398  USGS QUAD   -  MINERSVILLE (2017)
 JO0398
 JO0398                         *CURRENT SURVEY CONTROL
 JO0398  ______________________________________________________________________
 JO0398* NAD 83(1986) POSITION- 38 10 45.     (N) 112 56 47.     (W)   SCALED
 JO0398* NAVD 88 ORTHO HEIGHT -  1676.355 (meters)     5499.84  (feet) ADJUSTED
 JO0398  ______________________________________________________________________
 JO0398  GEOID HEIGHT    -        -20.936 (meters)                     GEOID18
 JO0398  DYNAMIC HEIGHT  -       1674.521 (meters)     5493.82  (feet) COMP
 JO0398  MODELED GRAVITY -    979,475.8   (mgal)                       NAVD 88
 JO0398
 JO0398  VERT ORDER      -  FIRST     CLASS II
 JO0398
 JO0398.The horizontal coordinates were scaled from a map and have
 JO0398.an estimated accuracy of +/- 6 seconds.
 JO0398
 JO0398.The orthometric height was determined by differential leveling and
 JO0398.adjusted by the NATIONAL GEODETIC SURVEY
 JO0398.in June 1991.
 JO0398
 JO0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0398.GEOID18 height accuracy estimate available here.
 JO0398
 JO0398.Click photographs - Photos may exist for this station.
 JO0398
 JO0398.The dynamic height is computed by dividing the NAVD 88
 JO0398.geopotential number by the normal gravity value computed on the
 JO0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0398.degrees latitude (g = 980.6199 gals.).
 JO0398
 JO0398.The modeled gravity was interpolated from observed gravity values.
 JO0398
 JO0398;                    North         East    Units  Estimated Accuracy
 JO0398;SPC UT S     - 3,168,850.      373,280.      MT  (+/- 180 meters Scaled)
 JO0398
 JO0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH295274(NAD 83)
 JO0398
 JO0398                          SUPERSEDED SURVEY CONTROL
 JO0398
 JO0398.No superseded survey control is available for this station.
 JO0398
 JO0398_MARKER: I = METAL ROD
 JO0398_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0398_STAMPING: B 369 1984
 JO0398_MARK LOGO: NGS
 JO0398_PROJECTION: FLUSH
 JO0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0398_ROD/PIPE-DEPTH: 4.3 meters
 JO0398
 JO0398  HISTORY     - Date     Condition        Report By
 JO0398  HISTORY     - 1984     MONUMENTED       NGS
 JO0398
 JO0398                          STATION DESCRIPTION
 JO0398
 JO0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0398'4.5 KM (2.8 MI) SOUTH FROM MINERSVILLE.
 JO0398'4.55 KM (2.83 MI) SOUTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 JO0398'AT MINERSVILLE, AT A WOOD BRACE IN THE SOUTHEAST RIGHT OF WAY FENCE,
 JO0398'0.47 KM (0.29 MI) SOUTHWEST OF THE T JUNCTION OF A DIRT ROAD LEADING
 JO0398'SOUTHEAST, 0.30 KM (0.19 MI) NORTHEAST OF MILEPOST 39, 29.9 METERS
 JO0398'(98 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 52.1 METERS (171 FT)
 JO0398'SOUTH OF THE EAST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT AND
 JO0398'1.0 METER (3.3 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 JO0398'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 JO0398'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0271 ***********************************************************************
 KN0271  DESIGNATION -  B 37
 KN0271  PID         -  KN0271
 KN0271  STATE/COUNTY-  UT/SANPETE
 KN0271  COUNTRY     -  US
 KN0271  USGS QUAD   -  REDMOND (2017)
 KN0271
 KN0271                         *CURRENT SURVEY CONTROL
 KN0271  ______________________________________________________________________
 KN0271* NAD 83(1986) POSITION- 39 06 42.03   (N) 111 48 12.27   (W)   HD_HELD1
 KN0271* NAVD 88 ORTHO HEIGHT -  1571.367 (meters)     5155.39  (feet) ADJUSTED
 KN0271  ______________________________________________________________________
 KN0271  GEOID HEIGHT    -        -18.404 (meters)                     GEOID18
 KN0271  DYNAMIC HEIGHT  -       1569.761 (meters)     5150.12  (feet) COMP
 KN0271  MODELED GRAVITY -    979,550.8   (mgal)                       NAVD 88
 KN0271
 KN0271  VERT ORDER      -  SECOND    CLASS 0
 KN0271
 KN0271.The horizontal coordinates were determined by differentially corrected
 KN0271.hand held GPS observations or other comparable positioning techniques
 KN0271.and have an estimated accuracy of +/- 3 meters.
 KN0271
 KN0271.The orthometric height was determined by differential leveling and
 KN0271.adjusted by the NATIONAL GEODETIC SURVEY
 KN0271.in June 1991.
 KN0271
 KN0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0271.GEOID18 height accuracy estimate available here.
 KN0271
 KN0271.Click photographs - Photos may exist for this station.
 KN0271
 KN0271.The dynamic height is computed by dividing the NAVD 88
 KN0271.geopotential number by the normal gravity value computed on the
 KN0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0271.degrees latitude (g = 980.6199 gals.).
 KN0271
 KN0271.The modeled gravity was interpolated from observed gravity values.
 KN0271
 KN0271;                    North         East    Units  Estimated Accuracy
 KN0271;SPC UT C     - 2,086,456.4     473,758.8     MT  (+/- 3 meters HH1 GPS) 
 KN0271
 KN0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ3054029476(NAD 83)
 KN0271
 KN0271                          SUPERSEDED SURVEY CONTROL
 KN0271
 KN0271  NGVD 29 (??/??/92) 1570.214  (m)         5151.61   (f) ADJ UNCH    2 0
 KN0271
 KN0271.Superseded values are not recommended for survey control.
 KN0271
 KN0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0271.See file dsdata.pdf to determine how the superseded data were derived.
 KN0271
 KN0271_MARKER: DB = BENCH MARK DISK
 KN0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0271_STAMPING: B 37 1934
 KN0271_MARK LOGO: CGS
 KN0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0271+STABILITY: SURFACE MOTION
 KN0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0271+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2013
 KN0271
 KN0271  HISTORY     - Date     Condition        Report By
 KN0271  HISTORY     - 1934     MONUMENTED       CGS
 KN0271  HISTORY     - 20090603 GOOD             INDIV
 KN0271  HISTORY     - 20101210 GOOD             GEOCAC
 KN0271  HISTORY     - 20130908 GOOD             GEOCAC
 KN0271
 KN0271                          STATION DESCRIPTION
 KN0271
 KN0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0271'2.2 MI S FROM GUNNISON.
 KN0271'ABOUT 2.2 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0271'FROM THE STATION AT GUNNISON, SANPETE COUNTY, ABOUT 396 FEET SOUTH OF
 KN0271'MILEPOST 75, ABOUT 210 FEET SOUTHEAST OF A SIDETRACK LEADING TO THE
 KN0271'PLANT OF THE GUNNISON SUGAR CO., 40 FEET SOUTH OF AN EAST-AND-WEST
 KN0271'ROAD, 54 FEET EAST OF THE CENTER LINE OF THE TRACK, AND 1 FOOT WEST OF
 KN0271'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 37 1934 AND SET IN
 KN0271'THE TOP OF A CONCRETE POST.
 KN0271
 KN0271                          STATION RECOVERY (2009)
 KN0271
 KN0271'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JRA)
 KN0271'RECOVERED AS DESCRIBED.  NEXT TO FENCE POST ON A NORTH/SOUTH FENCE.
 KN0271
 KN0271                          STATION RECOVERY (2010)
 KN0271
 KN0271'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 KN0271'THE RR IS ABANDONED AND THE TRACKS HAVE BEEN REMOVED.
 KN0271
 KN0271                          STATION RECOVERY (2013)
 KN0271
 KN0271'RECOVERY NOTE BY GEOCACHING 2013 (RLS)
 KN0271'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0526 ***********************************************************************
 MR0526  DESIGNATION -  B 370
 MR0526  PID         -  MR0526
 MR0526  STATE/COUNTY-  UT/WEBER
 MR0526  COUNTRY     -  US
 MR0526  USGS QUAD   -  OGDEN (2017)
 MR0526
 MR0526                         *CURRENT SURVEY CONTROL
 MR0526  ______________________________________________________________________
 MR0526* NAD 83(1986) POSITION- 41 10 00.2    (N) 111 59 38.9    (W)   HD_HELD2
 MR0526* NAVD 88 ORTHO HEIGHT -  1337.819 (meters)     4389.16  (feet) ADJUSTED
 MR0526  ______________________________________________________________________
 MR0526  GEOID HEIGHT    -        -16.827 (meters)                     GEOID18
 MR0526  DYNAMIC HEIGHT  -       1336.781 (meters)     4385.76  (feet) COMP
 MR0526  MODELED GRAVITY -    979,802.4   (mgal)                       NAVD 88
 MR0526
 MR0526  VERT ORDER      -  FIRST     CLASS II
 MR0526
 MR0526.The horizontal coordinates were established by autonomous hand held GPS
 MR0526.observations and have an estimated accuracy of +/- 10 meters.
 MR0526
 MR0526.The orthometric height was determined by differential leveling and
 MR0526.adjusted by the NATIONAL GEODETIC SURVEY
 MR0526.in June 1991.
 MR0526
 MR0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0526.GEOID18 height accuracy estimate available here.
 MR0526
 MR0526.Click photographs - Photos may exist for this station.
 MR0526
 MR0526.The dynamic height is computed by dividing the NAVD 88
 MR0526.geopotential number by the normal gravity value computed on the
 MR0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0526.degrees latitude (g = 980.6199 gals.).
 MR0526
 MR0526.The modeled gravity was interpolated from observed gravity values.
 MR0526
 MR0526;                    North         East    Units  Estimated Accuracy
 MR0526;SPC UT N     - 1,092,665.      458,532.      MT  (+/- 10 meters HH2 GPS)
 MR0526
 MR0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1660157741(NAD 83)
 MR0526
 MR0526                          SUPERSEDED SURVEY CONTROL
 MR0526
 MR0526  NGVD 29 (06/08/92) 1336.797  (m)         4385.81   (f) ADJUSTED    1 2
 MR0526
 MR0526.Superseded values are not recommended for survey control.
 MR0526
 MR0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0526.See file dsdata.pdf to determine how the superseded data were derived.
 MR0526
 MR0526_MARKER: I = METAL ROD
 MR0526_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0526_STAMPING: B 370 1983
 MR0526_MARK LOGO: NGS
 MR0526_PROJECTION: FLUSH
 MR0526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0526_ROD/PIPE-DEPTH: 7.3 meters
 MR0526
 MR0526  HISTORY     - Date     Condition        Report By
 MR0526  HISTORY     - 1983     MONUMENTED       NGS
 MR0526
 MR0526                          STATION DESCRIPTION
 MR0526
 MR0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0526'6.3 KM (3.9 MI) SE FROM OGDEN.
 MR0526'6.3 KM (3.9 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0526'STATION IN OGDEN, 0.1 KM (0.05 MI) NORTH OF A RAILROAD CROSSING, 18.6
 MR0526'METERS (61.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE FOOTING OF A
 MR0526'RAILROAD SIGNAL TOWER, 11.0 METERS (36.1 FT) SOUTH OF A UTILITY POLE
 MR0526'AND 9.8 METERS (32.2 FT) EAST OF THE NEAR RAIL.  NOTE=ACCESS TO THE
 MR0526'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MR0526'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST AND FENCE
 MR0526'THE MARK IS 0.6 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0576 ***********************************************************************
 MR0576  DESIGNATION -  B 371
 MR0576  PID         -  MR0576
 MR0576  STATE/COUNTY-  UT/SUMMIT
 MR0576  COUNTRY     -  US
 MR0576  USGS QUAD   -  SHEARING CORRAL (2017)
 MR0576
 MR0576                         *CURRENT SURVEY CONTROL
 MR0576  ______________________________________________________________________
 MR0576* NAD 83(1986) POSITION- 41 07 31.     (N) 111 10 11.     (W)   SCALED
 MR0576* NAVD 88 ORTHO HEIGHT -  1932.009 (meters)     6338.60  (feet) ADJUSTED
 MR0576  ______________________________________________________________________
 MR0576  GEOID HEIGHT    -        -15.436 (meters)                     GEOID18
 MR0576  DYNAMIC HEIGHT  -       1930.245 (meters)     6332.81  (feet) COMP
 MR0576  MODELED GRAVITY -    979,642.9   (mgal)                       NAVD 88
 MR0576
 MR0576  VERT ORDER      -  FIRST     CLASS II
 MR0576
 MR0576.The horizontal coordinates were scaled from a map and have
 MR0576.an estimated accuracy of +/- 6 seconds.
 MR0576
 MR0576.The orthometric height was determined by differential leveling and
 MR0576.adjusted by the NATIONAL GEODETIC SURVEY
 MR0576.in June 1991.
 MR0576
 MR0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0576.GEOID18 height accuracy estimate available here.
 MR0576
 MR0576.Click photographs - Photos may exist for this station.
 MR0576
 MR0576.The dynamic height is computed by dividing the NAVD 88
 MR0576.geopotential number by the normal gravity value computed on the
 MR0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0576.degrees latitude (g = 980.6199 gals.).
 MR0576
 MR0576.The modeled gravity was interpolated from observed gravity values.
 MR0576
 MR0576;                    North         East    Units  Estimated Accuracy
 MR0576;SPC UT N     - 1,088,000.      527,730.      MT  (+/- 180 meters Scaled)
 MR0576
 MR0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL857526(NAD 83)
 MR0576
 MR0576                          SUPERSEDED SURVEY CONTROL
 MR0576
 MR0576  NGVD 29 (06/08/92) 1930.747  (m)         6334.46   (f) ADJUSTED    1 2
 MR0576
 MR0576.Superseded values are not recommended for survey control.
 MR0576
 MR0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0576.See file dsdata.pdf to determine how the superseded data were derived.
 MR0576
 MR0576_MARKER: DB = BENCH MARK DISK
 MR0576_SETTING: 66 = SET IN ROCK OUTCROP
 MR0576_STAMPING: B 371 1983
 MR0576_MARK LOGO: NGS
 MR0576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0576+STABILITY: POSITION/ELEVATION WELL
 MR0576
 MR0576  HISTORY     - Date     Condition        Report By
 MR0576  HISTORY     - 1983     MONUMENTED       NGS
 MR0576
 MR0576                          STATION DESCRIPTION
 MR0576
 MR0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0576'10.6 KM (6.6 MI) SW FROM WAHSATCH.
 MR0576'10.6 KM (5.5 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 80 FROM THE
 MR0576'UNION PACIFIC RAILROAD STATION IN WAHSATCH, IN THE CENTER OF THE
 MR0576'NORTHEAST END OF A 4 BY 14 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.5
 MR0576'KM (0.3 MI) NORTHEAST OF MILEPOST 186, 30.9 METERS (101.4 FT)
 MR0576'NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY,
 MR0576'16.2 METERS (53.1 FT) SOUTHEAST OF A FENCE, AND 1.3 METERS (4.3 FT)
 MR0576'SOUTHWEST OF THE NORTHEAST END OF THE BEDROCK.
 MR0576'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 MR0576'THE MARK IS 3.7 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0470 ***********************************************************************
 MS0470  DESIGNATION -  B 372
 MS0470  PID         -  MS0470
 MS0470  STATE/COUNTY-  UT/WEBER
 MS0470  COUNTRY     -  US
 MS0470  USGS QUAD   -  ROY (2017)
 MS0470
 MS0470                         *CURRENT SURVEY CONTROL
 MS0470  ______________________________________________________________________
 MS0470* NAD 83(2011) POSITION- 41 09 49.39293(N) 112 02 59.98665(W)   ADJUSTED
 MS0470* NAD 83(2011) ELLIP HT-  1316.855 (meters)        (07/08/20)   ADJUSTED
 MS0470* NAD 83(2011) EPOCH   -  2010.00
 MS0470* NAVD 88 ORTHO HEIGHT -  1333.905 (meters)     4376.32  (feet) ADJUSTED
 MS0470  ______________________________________________________________________
 MS0470  GEOID HEIGHT    -        -17.007 (meters)                     GEOID18
 MS0470  NAD 83(2011) X  - -1,805,611.323 (meters)                     COMP
 MS0470  NAD 83(2011) Y  - -4,457,841.399 (meters)                     COMP
 MS0470  NAD 83(2011) Z  -  4,176,995.065 (meters)                     COMP
 MS0470  LAPLACE CORR    -          5.56  (seconds)                    DEFLEC18
 MS0470  DYNAMIC HEIGHT  -       1332.881 (meters)     4372.96  (feet) COMP
 MS0470  MODELED GRAVITY -    979,810.2   (mgal)                       NAVD 88
 MS0470
 MS0470  VERT ORDER      -  FIRST     CLASS II
 MS0470
 MS0470  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MS0470  Standards:
 MS0470         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MS0470            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MS0470  -------------------------------------------------------------------
 MS0470  NETWORK    0.51   0.96           0.23   0.18   0.49     -0.06704412
 MS0470  -------------------------------------------------------------------
 MS0470  Click here for local accuracies and other accuracy information.
 MS0470
 MS0470.The horizontal coordinates were established by GPS observations
 MS0470.and adjusted by the National Geodetic Survey in July 2020.
 MS0470
 MS0470.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MS0470.been affixed to the stable North American tectonic plate. See 
 MS0470.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MS0470
 MS0470.The horizontal coordinates are valid at the epoch date displayed above
 MS0470.which is a decimal equivalence of Year/Month/Day.
 MS0470
 MS0470.The orthometric height was determined by differential leveling and
 MS0470.adjusted by the NATIONAL GEODETIC SURVEY
 MS0470.in June 1991.
 MS0470
 MS0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0470.GEOID18 height accuracy estimate available here.
 MS0470
 MS0470.Click photographs - Photos may exist for this station.
 MS0470
 MS0470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MS0470
 MS0470.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0470
 MS0470.The ellipsoidal height was determined by GPS observations
 MS0470.and is referenced to NAD 83.
 MS0470
 MS0470.The dynamic height is computed by dividing the NAVD 88
 MS0470.geopotential number by the normal gravity value computed on the
 MS0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0470.degrees latitude (g = 980.6199 gals.).
 MS0470
 MS0470.The modeled gravity was interpolated from observed gravity values.
 MS0470
 MS0470. The following values were computed from the NAD 83(2011) position.
 MS0470
 MS0470;                    North         East     Units Scale Factor Converg.
 MS0470;SPC UT N     - 1,092,360.091   453,842.900   MT  0.99995799   -0 21 45.5
 MS0470;SPC UT N     - 3,583,851.40  1,488,982.91   sFT  0.99995799   -0 21 45.5
 MS0470;UTM  12      - 4,557,463.129   411,911.907   MT  0.99969550   -0 41 28.2
 MS0470
 MS0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0470!SPC UT N     -   0.99979348  x   0.99995799  =   0.99975148
 MS0470!UTM  12      -   0.99979348  x   0.99969550  =   0.99948905
 MS0470
 MS0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1191157463(NAD 83)
 MS0470
 MS0470                          SUPERSEDED SURVEY CONTROL
 MS0470
 MS0470.No superseded survey control is available for this station.
 MS0470
 MS0470_MARKER: I = METAL ROD
 MS0470_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0470_STAMPING: B 372 1983
 MS0470_MARK LOGO: NGS
 MS0470_PROJECTION: FLUSH
 MS0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0470+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2014
 MS0470_ROD/PIPE-DEPTH: 20.7 meters
 MS0470
 MS0470  HISTORY     - Date     Condition        Report By
 MS0470  HISTORY     - 1983     MONUMENTED       NGS
 MS0470  HISTORY     - 20050603 GOOD             USPSQD
 MS0470  HISTORY     - 20141210 GOOD             UT-057
 MS0470
 MS0470                          STATION DESCRIPTION
 MS0470
 MS0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MS0470'IN ROY.
 MS0470'IN ROY, AT 2888 WEST 5600 SOUTH STREET, IN THE NORTHWEST CORNER OF THE
 MS0470'ROY ELEMENTARY SCHOOL YARD, 114.0 METERS (374.0 FT) NORTH OF BM C 372,
 MS0470'0.8 METER (2.6 FT) EAST OF A FENCE, AND 0.3 METER (1.0 FT) SOUTH OF A
 MS0470'FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MS0470'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 MS0470
 MS0470                          STATION RECOVERY (2005)
 MS0470
 MS0470'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 MS0470'RECOVERED AS DESCRIBED
 MS0470
 MS0470                          STATION RECOVERY (2014)
 MS0470
 MS0470'RECOVERY NOTE BY WEBER COUNTY UTAH 2014 (DJM)
 MS0470'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0366 ***********************************************************************
 HM0366  DESIGNATION -  B 373
 HM0366  PID         -  HM0366
 HM0366  STATE/COUNTY-  UT/SAN JUAN
 HM0366  COUNTRY     -  US
 HM0366  USGS QUAD   -  BLUFF SW (2017)
 HM0366
 HM0366                         *CURRENT SURVEY CONTROL
 HM0366  ______________________________________________________________________
 HM0366* NAD 83(1986) POSITION- 37 17 00.     (N) 109 41 54.     (W)   SCALED
 HM0366* NAVD 88 ORTHO HEIGHT -  1459.061 (meters)     4786.94  (feet) ADJUSTED
 HM0366  ______________________________________________________________________
 HM0366  GEOID HEIGHT    -        -20.693 (meters)                     GEOID18
 HM0366  DYNAMIC HEIGHT  -       1457.460 (meters)     4781.68  (feet) COMP
 HM0366  MODELED GRAVITY -    979,482.6   (mgal)                       NAVD 88
 HM0366
 HM0366  VERT ORDER      -  FIRST     CLASS II
 HM0366
 HM0366.The horizontal coordinates were scaled from a map and have
 HM0366.an estimated accuracy of +/- 6 seconds.
 HM0366
 HM0366.The orthometric height was determined by differential leveling and
 HM0366.adjusted by the NATIONAL GEODETIC SURVEY
 HM0366.in June 1991.
 HM0366
 HM0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0366.GEOID18 height accuracy estimate available here.
 HM0366
 HM0366.Click photographs - Photos may exist for this station.
 HM0366
 HM0366.The dynamic height is computed by dividing the NAVD 88
 HM0366.geopotential number by the normal gravity value computed on the
 HM0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0366.degrees latitude (g = 980.6199 gals.).
 HM0366
 HM0366.The modeled gravity was interpolated from observed gravity values.
 HM0366
 HM0366;                    North         East    Units  Estimated Accuracy
 HM0366;SPC UT S     - 3,069,980.      659,760.      MT  (+/- 180 meters Scaled)
 HM0366
 HM0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG153270(NAD 83)
 HM0366
 HM0366                          SUPERSEDED SURVEY CONTROL
 HM0366
 HM0366.No superseded survey control is available for this station.
 HM0366
 HM0366_MARKER: DV = VERTICAL CONTROL DISK
 HM0366_SETTING: 66 = SET IN ROCK OUTCROP
 HM0366_STAMPING: B 373 1983
 HM0366_MARK LOGO: NGS
 HM0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0366+STABILITY: POSITION/ELEVATION WELL
 HM0366
 HM0366  HISTORY     - Date     Condition        Report By
 HM0366  HISTORY     - 1983     MONUMENTED       NGS
 HM0366
 HM0366                          STATION DESCRIPTION
 HM0366
 HM0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0366'14.6 KM (9.05 MI) SW FROM BLUFF.
 HM0366'14.6 KM (9.05 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0366'OFFICE IN BLUFF, AT THE SOUTHWEST END OF A CURVE, IN AN EXPOSED AREA
 HM0366'OF BEDROCK IN A SMALL HIGHWAY CUT, 0.5 KM (0.3 MI) NORTHEAST OF
 HM0366'MILEPOST 36, 2.0 KM (1.25 MI) NORTHEAST OF A POWER LINE CROSSING,
 HM0366'71.5 METERS (234.6 FT) SOUTHWEST OF THE SOUTHWEST END OF A CURVE,
 HM0366'13.0 METERS (42.7 FT) SOUTHWEST OF THE NORTHEAST END OF THE HIGHWAY
 HM0366'CUT, AND 9.6 METERS (31.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 HM0366'HIGHWAY.
 HM0366'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 HM0366'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0683 ***********************************************************************
 HN0683  DESIGNATION -  B 374
 HN0683  PID         -  HN0683
 HN0683  STATE/COUNTY-  UT/SAN JUAN
 HN0683  COUNTRY     -  US
 HN0683  USGS QUAD   -  MONUMENT PASS (2017)
 HN0683
 HN0683                         *CURRENT SURVEY CONTROL
 HN0683  ______________________________________________________________________
 HN0683* NAD 83(1986) POSITION- 37 03 39.0    (N) 110 04 41.7    (W)   HD_HELD2
 HN0683* NAVD 88 ORTHO HEIGHT -  1667.246 (meters)     5469.96  (feet) ADJUSTED
 HN0683  ______________________________________________________________________
 HN0683  GEOID HEIGHT    -        -21.062 (meters)                     GEOID18
 HN0683  DYNAMIC HEIGHT  -       1665.267 (meters)     5463.46  (feet) COMP
 HN0683  MODELED GRAVITY -    979,384.8   (mgal)                       NAVD 88
 HN0683
 HN0683  VERT ORDER      -  FIRST     CLASS II
 HN0683
 HN0683.The horizontal coordinates were established by autonomous hand held GPS
 HN0683.observations and have an estimated accuracy of +/- 10 meters.
 HN0683
 HN0683.The orthometric height was determined by differential leveling and
 HN0683.adjusted by the NATIONAL GEODETIC SURVEY
 HN0683.in June 1991.
 HN0683
 HN0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0683.GEOID18 height accuracy estimate available here.
 HN0683
 HN0683.Click photographs - Photos may exist for this station.
 HN0683
 HN0683.The dynamic height is computed by dividing the NAVD 88
 HN0683.geopotential number by the normal gravity value computed on the
 HN0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0683.degrees latitude (g = 980.6199 gals.).
 HN0683
 HN0683.The modeled gravity was interpolated from observed gravity values.
 HN0683
 HN0683;                    North         East    Units  Estimated Accuracy
 HN0683;SPC UT S     - 3,044,707.      626,450.      MT  (+/- 10 meters HH2 GPS)
 HN0683
 HN0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG8194902018(NAD 83)
 HN0683
 HN0683                          SUPERSEDED SURVEY CONTROL
 HN0683
 HN0683.No superseded survey control is available for this station.
 HN0683
 HN0683_MARKER: DV = VERTICAL CONTROL DISK
 HN0683_SETTING: 66 = SET IN ROCK OUTCROP
 HN0683_STAMPING: B 374 1983
 HN0683_MARK LOGO: NGS
 HN0683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0683+STABILITY: POSITION/ELEVATION WELL
 HN0683
 HN0683  HISTORY     - Date     Condition        Report By
 HN0683  HISTORY     - 1983     MONUMENTED       NGS
 HN0683
 HN0683                          STATION DESCRIPTION
 HN0683
 HN0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HN0683'22.8 KM (14.15 MI) SW FROM MEXICAN HAT.
 HN0683'22.8 KM (14.15 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HN0683'OFFICE IN MEXICAN HAT, 0.3 KM (0.3 MI) NORTHEAST OF MILEPOST 7, IN THE
 HN0683'CENTER OF A 9- BY 15-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.2 KM
 HN0683'(0.1 MI) SOUTHWEST OF A DIRT ROAD LEADING SOUTH, 50.0 METERS
 HN0683'(164.0 FT) EAST OF THE EAST END OF A HIGHWAY CUT, AND 12.7 METERS
 HN0683'(41.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 HN0683'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 HN0683'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0506 ***********************************************************************
 HO0506  DESIGNATION -  B 375
 HO0506  PID         -  HO0506
 HO0506  STATE/COUNTY-  UT/WASHINGTON
 HO0506  COUNTRY     -  US
 HO0506  USGS QUAD   -  PINTURA (2017)
 HO0506
 HO0506                         *CURRENT SURVEY CONTROL
 HO0506  ______________________________________________________________________
 HO0506* NAD 83(1986) POSITION- 37 16 13.46   (N) 113 17 47.78   (W)   HD_HELD1
 HO0506* NAVD 88 ORTHO HEIGHT -  1103.171 (meters)     3619.32  (feet) ADJUSTED
 HO0506  ______________________________________________________________________
 HO0506  GEOID HEIGHT    -        -23.309 (meters)                     GEOID18
 HO0506  DYNAMIC HEIGHT  -       1101.993 (meters)     3615.46  (feet) COMP
 HO0506  MODELED GRAVITY -    979,526.1   (mgal)                       NAVD 88
 HO0506  OBS GRAVITY     -    979,525.3   (mgal)                       GRAV_OBS
 HO0506
 HO0506  VERT ORDER      -  FIRST     CLASS II
 HO0506
 HO0506.The horizontal coordinates were determined by differentially corrected
 HO0506.hand held GPS observations or other comparable positioning techniques
 HO0506.and have an estimated accuracy of +/- 3 meters.
 HO0506
 HO0506.The orthometric height was determined by differential leveling and
 HO0506.adjusted by the NATIONAL GEODETIC SURVEY
 HO0506.in June 1991.
 HO0506
 HO0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0506.GEOID18 height accuracy estimate available here.
 HO0506
 HO0506.Click photographs - Photos may exist for this station.
 HO0506
 HO0506.The dynamic height is computed by dividing the NAVD 88
 HO0506.geopotential number by the normal gravity value computed on the
 HO0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0506.degrees latitude (g = 980.6199 gals.).
 HO0506
 HO0506.The modeled gravity was interpolated from observed gravity values.
 HO0506
 HO0506.The observed gravity was obtained from relative gravimeter ties
 HO0506.to the IGSN71 gravity network.
 HO0506
 HO0506;                    North         East    Units  Estimated Accuracy
 HO0506;SPC UT S     - 3,068,535.6     340,660.4     MT  (+/- 3 meters HH1 GPS) 
 HO0506
 HO0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG9636827342(NAD 83)
 HO0506
 HO0506                          SUPERSEDED SURVEY CONTROL
 HO0506
 HO0506.No superseded survey control is available for this station.
 HO0506
 HO0506_MARKER: DV = VERTICAL CONTROL DISK
 HO0506_SETTING: 66 = SET IN ROCK OUTCROP
 HO0506_STAMPING: B 375 1984
 HO0506_MARK LOGO: NGS
 HO0506_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0506+STABILITY: POSITION/ELEVATION WELL
 HO0506
 HO0506  HISTORY     - Date     Condition        Report By
 HO0506  HISTORY     - 1984     MONUMENTED       NGS
 HO0506
 HO0506                          STATION DESCRIPTION
 HO0506
 HO0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0506'3.0 KM (1.9 MI) NORTH FROM TOQUERVILLE.
 HO0506'3.01 KM (1.87 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 HO0506'TOQUERVILLE, IN TOP OF A 4 BY 5 FOOT PORTION OF RED SANDSTONE OUTCROP
 HO0506'PROJECTING 0.5 FOOT THE ABOVE CUT, 0.31 KM (0.19 MI) SOUTH OF MILEPOST
 HO0506'5, 20.8 METERS (68 FT) WEST OF THE HIGHWAY CENTERLINE AND 51.2 METERS
 HO0506'(168 FT) NORTH OF THE SOUTH END OF THE CUT.
 HO0506'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 HO0506'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0477 ***********************************************************************
 HO0477  DESIGNATION -  B 376
 HO0477  PID         -  HO0477
 HO0477  STATE/COUNTY-  UT/IRON
 HO0477  COUNTRY     -  US
 HO0477  USGS QUAD   -  CEDAR CITY (2017)
 HO0477
 HO0477                         *CURRENT SURVEY CONTROL
 HO0477  ______________________________________________________________________
 HO0477* NAD 83(1986) POSITION- 37 37 42.57   (N) 113 06 49.56   (W)   HD_HELD1
 HO0477* NAVD 88 ORTHO HEIGHT -  1765.040 (meters)     5790.80  (feet) ADJUSTED
 HO0477  ______________________________________________________________________
 HO0477  GEOID HEIGHT    -        -21.562 (meters)                     GEOID18
 HO0477  DYNAMIC HEIGHT  -       1762.996 (meters)     5784.10  (feet) COMP
 HO0477  MODELED GRAVITY -    979,409.2   (mgal)                       NAVD 88
 HO0477
 HO0477  VERT ORDER      -  FIRST     CLASS II
 HO0477
 HO0477.The horizontal coordinates were determined by differentially corrected
 HO0477.hand held GPS observations or other comparable positioning techniques
 HO0477.and have an estimated accuracy of +/- 3 meters.
 HO0477
 HO0477.The orthometric height was determined by differential leveling and
 HO0477.adjusted by the NATIONAL GEODETIC SURVEY
 HO0477.in June 1991.
 HO0477
 HO0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0477.GEOID18 height accuracy estimate available here.
 HO0477
 HO0477.Click photographs - Photos may exist for this station.
 HO0477
 HO0477.The dynamic height is computed by dividing the NAVD 88
 HO0477.geopotential number by the normal gravity value computed on the
 HO0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0477.degrees latitude (g = 980.6199 gals.).
 HO0477
 HO0477.The modeled gravity was interpolated from observed gravity values.
 HO0477
 HO0477;                    North         East    Units  Estimated Accuracy
 HO0477;SPC UT S     - 3,107,975.4     357,560.3     MT  (+/- 3 meters HH1 GPS) 
 HO0477
 HO0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG1347366697(NAD 83)
 HO0477
 HO0477                          SUPERSEDED SURVEY CONTROL
 HO0477
 HO0477.No superseded survey control is available for this station.
 HO0477
 HO0477_MARKER: DV = VERTICAL CONTROL DISK
 HO0477_SETTING: 66 = SET IN ROCK OUTCROP
 HO0477_STAMPING: B 376 1984
 HO0477_MARK LOGO: NGS
 HO0477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0477+STABILITY: POSITION/ELEVATION WELL
 HO0477
 HO0477  HISTORY     - Date     Condition        Report By
 HO0477  HISTORY     - 1984     MONUMENTED       NGS
 HO0477
 HO0477                          STATION DESCRIPTION
 HO0477
 HO0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0477'7.5 KM (4.7 MI) SW FROM CEDAR CITY.
 HO0477'3.28 KM (2.04 MI) SOUTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 HO0477'AT CEDAR CITY, THENCE 4.23 KM (2.63 MI) SOUTHWEST ALONG OLD US HIGHWAY
 HO0477'91, IN TOP OF THE SOUTH EDGE OF A 4 BY 6 FOOT PORTION OF VOLCANIC
 HO0477'OUTCROP AT THE WEST END OF AN OUTCROP KNOLL, 0.44 KM (0.27 MI) EAST OF
 HO0477'AN INTERSTATE 15 OVERPASS, 17.5 METERS (57.5 FT) SOUTH OF THE HIGHWAY
 HO0477'CENTERLINE, 36.1 METERS (118 FT) EAST OF THE EAST END OF THE SOUTH
 HO0477'CONCRETE HEADWALL FOR A 4 BY 8 FOOT BOX CULVERT AND 3.7 METERS (12 FT)
 HO0477'SOUTH OF A FENCE.
 HO0477'THE MARK IS 0.2 METERS  SE FROM A WITNESS POST.
 HO0477'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0459 ***********************************************************************
 JO0459  DESIGNATION -  B 377 B CO
 JO0459  PID         -  JO0459
 JO0459  STATE/COUNTY-  UT/BEAVER
 JO0459  COUNTRY     -  US
 JO0459  USGS QUAD   -  MILFORD NW (2017)
 JO0459
 JO0459                         *CURRENT SURVEY CONTROL
 JO0459  ______________________________________________________________________
 JO0459* NAD 83(1986) POSITION- 38 27 22.     (N) 113 12 59.     (W)   SCALED
 JO0459* NAVD 88 ORTHO HEIGHT -  1873.225 (meters)     6145.74  (feet) ADJUSTED
 JO0459  ______________________________________________________________________
 JO0459  GEOID HEIGHT    -        -20.833 (meters)                     GEOID18
 JO0459  DYNAMIC HEIGHT  -       1871.183 (meters)     6139.04  (feet) COMP
 JO0459  MODELED GRAVITY -    979,471.1   (mgal)                       NAVD 88
 JO0459
 JO0459  VERT ORDER      -  FIRST     CLASS II
 JO0459
 JO0459.The horizontal coordinates were scaled from a map and have
 JO0459.an estimated accuracy of +/- 6 seconds.
 JO0459
 JO0459.The orthometric height was determined by differential leveling and
 JO0459.adjusted by the NATIONAL GEODETIC SURVEY
 JO0459.in June 1991.
 JO0459
 JO0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0459.GEOID18 height accuracy estimate available here.
 JO0459
 JO0459.Click photographs - Photos may exist for this station.
 JO0459
 JO0459.The dynamic height is computed by dividing the NAVD 88
 JO0459.geopotential number by the normal gravity value computed on the
 JO0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0459.degrees latitude (g = 980.6199 gals.).
 JO0459
 JO0459.The modeled gravity was interpolated from observed gravity values.
 JO0459
 JO0459;                    North         East    Units  Estimated Accuracy
 JO0459;SPC UT S     - 3,199,980.      350,190.      MT  (+/- 180 meters Scaled)
 JO0459
 JO0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH066587(NAD 83)
 JO0459
 JO0459                          SUPERSEDED SURVEY CONTROL
 JO0459
 JO0459.No superseded survey control is available for this station.
 JO0459
 JO0459_MARKER: I = METAL ROD
 JO0459_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JO0459+WITH SETTING: INFORMATION.
 JO0459_STAMPING: B 377 1984
 JO0459_MARK LOGO: NGS
 JO0459_PROJECTION: FLUSH
 JO0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0459_ROD/PIPE-DEPTH: 2.1 meters
 JO0459
 JO0459  HISTORY     - Date     Condition        Report By
 JO0459  HISTORY     - 1984     MONUMENTED       NGS
 JO0459
 JO0459                          STATION DESCRIPTION
 JO0459
 JO0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0459'19.2 KM (11.9 MI) NW FROM MILFORD.
 JO0459'19.24 KM (11.96 MI) NORTHWEST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION
 JO0459'WITH STATE HIGHWAY 257 AT MILFORD, IN LINE WITH A ROW OF TELEPHONE
 JO0459'POLES, THREE POLES NORTHWEST OF AN ANGLE IN THE TELEPHONE LINE,
 JO0459'22.5 METERS (74 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 50.9 METERS
 JO0459'(167 FT) EAST-NORTHEAST ACROSS THE HIGHWAY FROM MILEPOST 65 AND
 JO0459'0.8 METER (2.5 FT) SOUTHEAST OF A TELEPHONE POLE.
 JO0459'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 JO0459'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0611 ***********************************************************************
 MS0611  DESIGNATION -  B 377 BE CO
 MS0611  PID         -  MS0611
 MS0611  STATE/COUNTY-  UT/BOX ELDER
 MS0611  COUNTRY     -  US
 MS0611  USGS QUAD   -  KELTON PASS SE (2017)
 MS0611
 MS0611                         *CURRENT SURVEY CONTROL
 MS0611  ______________________________________________________________________
 MS0611* NAD 83(1986) POSITION- 41 45 12.     (N) 113 00 55.     (W)   SCALED
 MS0611* NAVD 88 ORTHO HEIGHT -  1287.010 (meters)     4222.47  (feet) ADJUSTED
 MS0611  ______________________________________________________________________
 MS0611  GEOID HEIGHT    -        -15.563 (meters)                     GEOID18
 MS0611  DYNAMIC HEIGHT  -       1286.176 (meters)     4219.73  (feet) COMP
 MS0611  MODELED GRAVITY -    979,930.3   (mgal)                       NAVD 88
 MS0611
 MS0611  VERT ORDER      -  FIRST     CLASS II
 MS0611
 MS0611.The horizontal coordinates were scaled from a map and have
 MS0611.an estimated accuracy of +/- 6 seconds.
 MS0611
 MS0611.The orthometric height was determined by differential leveling and
 MS0611.adjusted by the NATIONAL GEODETIC SURVEY
 MS0611.in June 1991.
 MS0611
 MS0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0611.GEOID18 height accuracy estimate available here.
 MS0611
 MS0611.Click photographs - Photos may exist for this station.
 MS0611
 MS0611.The dynamic height is computed by dividing the NAVD 88
 MS0611.geopotential number by the normal gravity value computed on the
 MS0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0611.degrees latitude (g = 980.6199 gals.).
 MS0611
 MS0611.The modeled gravity was interpolated from observed gravity values.
 MS0611
 MS0611;                    North         East    Units  Estimated Accuracy
 MS0611;SPC UT N     - 1,158,800.      373,980.      MT  (+/- 180 meters Scaled)
 MS0611
 MS0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM324243(NAD 83)
 MS0611
 MS0611                          SUPERSEDED SURVEY CONTROL
 MS0611
 MS0611.No superseded survey control is available for this station.
 MS0611
 MS0611_MARKER: I = METAL ROD
 MS0611_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0611_STAMPING: B 377 1984
 MS0611_MARK LOGO: NGS
 MS0611_PROJECTION: FLUSH
 MS0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0611_ROD/PIPE-DEPTH: 12.2 meters
 MS0611
 MS0611  HISTORY     - Date     Condition        Report By
 MS0611  HISTORY     - 1984     MONUMENTED       NGS
 MS0611
 MS0611                          STATION DESCRIPTION
 MS0611
 MS0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0611'33.3 KM (20.7 MI) SE FROM PARK VALLEY.
 MS0611'14.83 KM (9.22 MI) EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE IN
 MS0611'PARK VALLEY, THENCE 10.94 KM (6.80 MI) SOUTH ALONG A DIRT ROAD, THENCE
 MS0611'7.56 KM (4.70 MI) EAST ALONG THE OLD CENTRAL PACIFIC RAILROAD GRADE,
 MS0611'21.0 METERS (69 FT) SOUTH OF THE CENTER OF THE OLD RAILROAD BED.
 MS0611'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 MS0611'THE MARK IS 0.3 M BELOW THE RAILROAD BED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0635 ***********************************************************************
 MS0635  DESIGNATION -  B 378 BE CO
 MS0635  PID         -  MS0635
 MS0635  STATE/COUNTY-  UT/BOX ELDER
 MS0635  COUNTRY     -  US
 MS0635  USGS QUAD   -  ROSETTE (2017)
 MS0635
 MS0635                         *CURRENT SURVEY CONTROL
 MS0635  ______________________________________________________________________
 MS0635* NAD 83(1986) POSITION- 41 49 07.     (N) 113 24 04.     (W)   SCALED
 MS0635* NAVD 88 ORTHO HEIGHT -  1722.215 (meters)     5650.30  (feet) ADJUSTED
 MS0635  ______________________________________________________________________
 MS0635  GEOID HEIGHT    -        -14.951 (meters)                     GEOID18
 MS0635  DYNAMIC HEIGHT  -       1720.944 (meters)     5646.13  (feet) COMP
 MS0635  MODELED GRAVITY -    979,823.1   (mgal)                       NAVD 88
 MS0635
 MS0635  VERT ORDER      -  FIRST     CLASS II
 MS0635
 MS0635.The horizontal coordinates were scaled from a map and have
 MS0635.an estimated accuracy of +/- 6 seconds.
 MS0635
 MS0635.The orthometric height was determined by differential leveling and
 MS0635.adjusted by the NATIONAL GEODETIC SURVEY
 MS0635.in June 1991.
 MS0635
 MS0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0635.GEOID18 height accuracy estimate available here.
 MS0635
 MS0635.Click photographs - Photos may exist for this station.
 MS0635
 MS0635.The dynamic height is computed by dividing the NAVD 88
 MS0635.geopotential number by the normal gravity value computed on the
 MS0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0635.degrees latitude (g = 980.6199 gals.).
 MS0635
 MS0635.The modeled gravity was interpolated from observed gravity values.
 MS0635
 MS0635;                    North         East    Units  Estimated Accuracy
 MS0635;SPC UT N     - 1,166,670.      342,060.      MT  (+/- 180 meters Scaled)
 MS0635
 MS0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM005324(NAD 83)
 MS0635
 MS0635                          SUPERSEDED SURVEY CONTROL
 MS0635
 MS0635.No superseded survey control is available for this station.
 MS0635
 MS0635_MARKER: I = METAL ROD
 MS0635_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0635+WITH SETTING: INFORMATION.
 MS0635_STAMPING: B 378 1984
 MS0635_MARK LOGO: NGS
 MS0635_PROJECTION: FLUSH
 MS0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0635_ROD/PIPE-DEPTH: 0.9 meters
 MS0635
 MS0635  HISTORY     - Date     Condition        Report By
 MS0635  HISTORY     - 1984     MONUMENTED       NGS
 MS0635
 MS0635                          STATION DESCRIPTION
 MS0635
 MS0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0635'6.9 KM (4.3 MI) WEST FROM PARK VALLEY.
 MS0635'6.89 KM (4.28 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MS0635'PARK VALLEY, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF A TRACK ROAD
 MS0635'LEADING SOUTHEAST, 0.82 KM (0.51 MI) WEST OF MILEPOST 52, 14.5 METERS
 MS0635'(47.5 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 25.0 METERS (82 FT)
 MS0635'SOUTHEAST OF THE CENTER OF THE TRACK ROAD AND 0.3 METER (1 FT)
 MS0635'NORTHEAST OF THE RIGHT OF WAY FENCE.  NOTE--ROD WAS DRIVEN TO 3 FOOT
 MS0635'REFUSAL.
 MS0635'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 MS0635'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0421 ***********************************************************************
 JO0421  DESIGNATION -  B 378 M CO
 JO0421  PID         -  JO0421
 JO0421  STATE/COUNTY-  UT/MILLARD
 JO0421  COUNTRY     -  US
 JO0421  USGS QUAD   -  HALFWAY SUMMIT (2017)
 JO0421
 JO0421                         *CURRENT SURVEY CONTROL
 JO0421  ______________________________________________________________________
 JO0421* NAD 83(1986) POSITION- 38 36 59.     (N) 113 50 35.     (W)   SCALED
 JO0421* NAVD 88 ORTHO HEIGHT -  1901.733 (meters)     6239.27  (feet) ADJUSTED
 JO0421  ______________________________________________________________________
 JO0421  GEOID HEIGHT    -        -20.961 (meters)                     GEOID18
 JO0421  DYNAMIC HEIGHT  -       1899.655 (meters)     6232.45  (feet) COMP
 JO0421  MODELED GRAVITY -    979,467.8   (mgal)                       NAVD 88
 JO0421
 JO0421  VERT ORDER      -  FIRST     CLASS II
 JO0421
 JO0421.The horizontal coordinates were scaled from a map and have
 JO0421.an estimated accuracy of +/- 6 seconds.
 JO0421
 JO0421.The orthometric height was determined by differential leveling and
 JO0421.adjusted by the NATIONAL GEODETIC SURVEY
 JO0421.in June 1991.
 JO0421
 JO0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0421.GEOID18 height accuracy estimate available here.
 JO0421
 JO0421.Click photographs - Photos may exist for this station.
 JO0421
 JO0421.The dynamic height is computed by dividing the NAVD 88
 JO0421.geopotential number by the normal gravity value computed on the
 JO0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0421.degrees latitude (g = 980.6199 gals.).
 JO0421
 JO0421.The modeled gravity was interpolated from observed gravity values.
 JO0421
 JO0421;                    North         East    Units  Estimated Accuracy
 JO0421;SPC UT C     - 2,034,100.      295,940.      MT  (+/- 180 meters Scaled)
 JO0421
 JO0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH524780(NAD 83)
 JO0421
 JO0421                          SUPERSEDED SURVEY CONTROL
 JO0421
 JO0421.No superseded survey control is available for this station.
 JO0421
 JO0421_MARKER: DB = BENCH MARK DISK
 JO0421_SETTING: 66 = SET IN ROCK OUTCROP
 JO0421_STAMPING: B 378 1984
 JO0421_MARK LOGO: NGS
 JO0421_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0421+STABILITY: POSITION/ELEVATION WELL
 JO0421
 JO0421  HISTORY     - Date     Condition        Report By
 JO0421  HISTORY     - 1984     MONUMENTED       NGS
 JO0421
 JO0421                          STATION DESCRIPTION
 JO0421
 JO0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0421'40.4 KM (25.2 MI) SE FROM GARRISON.
 JO0421'40.4 KM (25.25 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0421'OFFICE AT GARRISON, IN TOP OF THE SOUTHWEST END OF A 3 BY 3 FOOT
 JO0421'PORTION OF RYOLITE OUTCROP IN THE SOUTHEAST END OF THE OLD HIGHWAY
 JO0421'CUT, 0.25 KM (0.15 MI) SOUTHEAST OF MILEPOST 26, 0.1 KM (0.05 MI)
 JO0421'SOUTHEAST OF HALFWAY SUMMIT, 39.1 METERS (128.5 FT) NORTHEAST OF THE
 JO0421'HIGHWAY CENTERLINE AND 3.9 METERS (13 FT) NORTHEAST OF THE CENTER OF
 JO0421'THE OLD HIGHWAY.
 JO0421'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 JO0421'THE MARK IS 2.1 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0466 ***********************************************************************
 LN0466  DESIGNATION -  B 379
 LN0466  PID         -  LN0466
 LN0466  STATE/COUNTY-  UT/DAGGETT
 LN0466  COUNTRY     -  US
 LN0466  USGS QUAD   -  MOUNT LENA (2017)
 LN0466
 LN0466                         *CURRENT SURVEY CONTROL
 LN0466  ______________________________________________________________________
 LN0466* NAD 83(1986) POSITION- 40 49 38.     (N) 109 27 52.     (W)   SCALED
 LN0466* NAVD 88 ORTHO HEIGHT -  2461.785 (meters)     8076.71  (feet) ADJUSTED
 LN0466  ______________________________________________________________________
 LN0466  GEOID HEIGHT    -        -13.691 (meters)                     GEOID18
 LN0466  DYNAMIC HEIGHT  -       2459.384 (meters)     8068.83  (feet) COMP
 LN0466  MODELED GRAVITY -    979,559.2   (mgal)                       NAVD 88
 LN0466
 LN0466  VERT ORDER      -  FIRST     CLASS II
 LN0466
 LN0466.The horizontal coordinates were scaled from a map and have
 LN0466.an estimated accuracy of +/- 6 seconds.
 LN0466
 LN0466.The orthometric height was determined by differential leveling and
 LN0466.adjusted by the NATIONAL GEODETIC SURVEY
 LN0466.in June 1991.
 LN0466
 LN0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0466.GEOID18 height accuracy estimate available here.
 LN0466
 LN0466.Click photographs - Photos may exist for this station.
 LN0466
 LN0466.The dynamic height is computed by dividing the NAVD 88
 LN0466.geopotential number by the normal gravity value computed on the
 LN0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0466.degrees latitude (g = 980.6199 gals.).
 LN0466
 LN0466.The modeled gravity was interpolated from observed gravity values.
 LN0466
 LN0466;                    North         East    Units  Estimated Accuracy
 LN0466;SPC UT N     - 1,056,860.      671,690.      MT  (+/- 180 meters Scaled)
 LN0466
 LN0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL294207(NAD 83)
 LN0466
 LN0466                          SUPERSEDED SURVEY CONTROL
 LN0466
 LN0466.No superseded survey control is available for this station.
 LN0466
 LN0466_MARKER: I = METAL ROD
 LN0466_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0466+WITH SETTING: INFORMATION.
 LN0466_STAMPING: B 379 1984
 LN0466_MARK LOGO: NGS
 LN0466_PROJECTION: FLUSH
 LN0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0466_ROD/PIPE-DEPTH: 1.6 meters
 LN0466
 LN0466  HISTORY     - Date     Condition        Report By
 LN0466  HISTORY     - 1984     MONUMENTED       NGS
 LN0466
 LN0466                          STATION DESCRIPTION
 LN0466
 LN0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0466'49.8 KM (30.9 MI) SOUTH FROM MANILA.
 LN0466'44.3 KM (27.5 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0466'WITH STATE HIGHWAY 43 IN MANITA, THENCE 5.5 KM (3.4 MI) SOUTHERLY
 LN0466'ALONG U.S. HIGHWAY 191, OR 50.2 KM (31.2 MI) NORTHERLY ALONG U.S.
 LN0466'HIGHWAY 191 FROM ITS JUNCTION WITH U.S. HIGHWAY 40 IN VERNAL, 0.4 KM
 LN0466'(0.25 MI) NORTH OF MILEPOST 232, 650.0 M (2132.5 FT) SOUTH OF THE
 LN0466'CENTER OF A DIRT ROAD LEADING NORTHWEST, AND 14.7 M (48.2 FT) WEST OF
 LN0466'THE CENTERLINE OF THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 5.0 FT.
 LN0466'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LN0466'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LN0466'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0461 ***********************************************************************
 HM0461  DESIGNATION -  B 379
 HM0461  PID         -  HM0461
 HM0461  STATE/COUNTY-  UT/SAN JUAN
 HM0461  COUNTRY     -  US
 HM0461  USGS QUAD   -  NAVAJO CANYON (2017)
 HM0461
 HM0461                         *CURRENT SURVEY CONTROL
 HM0461  ______________________________________________________________________
 HM0461* NAD 83(1986) POSITION- 37 19 55.5    (N) 109 10 27.8    (W)   HD_HELD2
 HM0461* NAVD 88 ORTHO HEIGHT -  1591.956 (meters)     5222.94  (feet) ADJUSTED
 HM0461  ______________________________________________________________________
 HM0461  GEOID HEIGHT    -        -20.602 (meters)                     GEOID18
 HM0461  DYNAMIC HEIGHT  -       1590.140 (meters)     5216.98  (feet) COMP
 HM0461  MODELED GRAVITY -    979,433.7   (mgal)                       NAVD 88
 HM0461
 HM0461  VERT ORDER      -  FIRST     CLASS II
 HM0461
 HM0461.The horizontal coordinates were established by autonomous hand held GPS
 HM0461.observations and have an estimated accuracy of +/- 10 meters.
 HM0461
 HM0461.The orthometric height was determined by differential leveling and
 HM0461.adjusted by the NATIONAL GEODETIC SURVEY
 HM0461.in June 1991.
 HM0461
 HM0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0461.GEOID18 height accuracy estimate available here.
 HM0461
 HM0461.Click photographs - Photos may exist for this station.
 HM0461
 HM0461.The dynamic height is computed by dividing the NAVD 88
 HM0461.geopotential number by the normal gravity value computed on the
 HM0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0461.degrees latitude (g = 980.6199 gals.).
 HM0461
 HM0461.The modeled gravity was interpolated from observed gravity values.
 HM0461
 HM0461;                    North         East    Units  Estimated Accuracy
 HM0461;SPC UT S     - 3,076,413.      706,078.      MT  (+/- 10 meters HH2 GPS)
 HM0461
 HM0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG6173333275(NAD 83)
 HM0461
 HM0461                          SUPERSEDED SURVEY CONTROL
 HM0461
 HM0461.No superseded survey control is available for this station.
 HM0461
 HM0461_MARKER: I = METAL ROD
 HM0461_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HM0461+WITH SETTING: INFORMATION.
 HM0461_STAMPING: B 379 1984
 HM0461_MARK LOGO: NGS
 HM0461_PROJECTION: FLUSH
 HM0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0461_ROD/PIPE-DEPTH: 2.4 meters
 HM0461
 HM0461  HISTORY     - Date     Condition        Report By
 HM0461  HISTORY     - 1984     MONUMENTED       NGS
 HM0461
 HM0461                          STATION DESCRIPTION
 HM0461
 HM0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0461'53.7 KM (33.35 MI) NE FROM BLUFF.
 HM0461'18.2 KM (11.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0461'OFFICE IN BLUFF, THENCE 13.5 KM (8.4 MI) EASTERLY ALONG STATE HIGHWAY
 HM0461'262, THENCE 10.8 KM (6.7 MI) SOUTHEASTERLY ALONG A PAVED ROAD, THENCE
 HM0461'11.2 KM (6.95 MI) SOUTH AND EAST ALONG A GRAVELED ROAD, 0.9 KM
 HM0461'(0.55 MI) EAST OF A DIRT ROAD LEADING SOUTH TO AN OIL WELL, ON TOP OF
 HM0461'A SMALL HIGHWAY CUT, 18.6 METERS (61.0 FT) SOUTH OF THE CENTER OF THE
 HM0461'ROAD, AND 14.0 METERS (45.9 FT) EAST OF THE WEST END OF THE CUT. NOTE=
 HM0461'REFUSAL WAS REACHED AT 7.9 FEET.  ACCESS TO THE DATUM POINT IS THROUGH
 HM0461'A 5-INCH LOGO CAP.
 HM0461'THE MARK IS 0.6 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0092 ***********************************************************************
 JO0092  DESIGNATION -  B 38
 JO0092  PID         -  JO0092
 JO0092  STATE/COUNTY-  UT/PIUTE
 JO0092  COUNTRY     -  US
 JO0092  USGS QUAD   -  JUNCTION (2017)
 JO0092
 JO0092                         *CURRENT SURVEY CONTROL
 JO0092  ______________________________________________________________________
 JO0092* NAD 83(1986) POSITION- 38 11 01.     (N) 112 14 42.     (W)   SCALED
 JO0092* NAVD 88 ORTHO HEIGHT -  1841.593 (meters)     6041.96  (feet) ADJUSTED
 JO0092  ______________________________________________________________________
 JO0092  GEOID HEIGHT    -        -19.308 (meters)                     GEOID18
 JO0092  DYNAMIC HEIGHT  -       1839.476 (meters)     6035.01  (feet) COMP
 JO0092  MODELED GRAVITY -    979,414.6   (mgal)                       NAVD 88
 JO0092
 JO0092  VERT ORDER      -  SECOND    CLASS 0
 JO0092
 JO0092.The horizontal coordinates were scaled from a map and have
 JO0092.an estimated accuracy of +/- 6 seconds.
 JO0092
 JO0092.The orthometric height was determined by differential leveling and
 JO0092.adjusted by the NATIONAL GEODETIC SURVEY
 JO0092.in June 1991.
 JO0092
 JO0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0092.GEOID18 height accuracy estimate available here.
 JO0092
 JO0092.Click photographs - Photos may exist for this station.
 JO0092
 JO0092.The dynamic height is computed by dividing the NAVD 88
 JO0092.geopotential number by the normal gravity value computed on the
 JO0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0092.degrees latitude (g = 980.6199 gals.).
 JO0092
 JO0092.The modeled gravity was interpolated from observed gravity values.
 JO0092
 JO0092;                    North         East    Units  Estimated Accuracy
 JO0092;SPC UT S     - 3,168,620.      434,730.      MT  (+/- 180 meters Scaled)
 JO0092
 JO0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH909269(NAD 83)
 JO0092
 JO0092                          SUPERSEDED SURVEY CONTROL
 JO0092
 JO0092  NGVD 29 (??/??/92) 1840.370  (m)         6037.95   (f) ADJ UNCH    2 0
 JO0092
 JO0092.Superseded values are not recommended for survey control.
 JO0092
 JO0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0092.See file dsdata.pdf to determine how the superseded data were derived.
 JO0092
 JO0092_MARKER: DB = BENCH MARK DISK
 JO0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0092_STAMPING: B 38 1934
 JO0092_MARK LOGO: CGS
 JO0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0092+STABILITY: SURFACE MOTION
 JO0092
 JO0092  HISTORY     - Date     Condition        Report By
 JO0092  HISTORY     - 1934     MONUMENTED       CGS
 JO0092  HISTORY     - 1966     GOOD             USGS
 JO0092
 JO0092                          STATION DESCRIPTION
 JO0092
 JO0092'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 JO0092'4.9 MI S FROM JUNCTION.
 JO0092'4.8 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT JUNCTION
 JO0092'PIUTE COUNTY, 24 FEET SOUTH OF POLE 1635, 32 FEET EAST OF THE
 JO0092'CENTERLINE OF THE HIGHWAY, AND 3 FEET WEST OF A FENCE, AND SET IN THE
 JO0092'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0585 ***********************************************************************
 MS0585  DESIGNATION -  B 380
 MS0585  PID         -  MS0585
 MS0585  STATE/COUNTY-  UT/BOX ELDER
 MS0585  COUNTRY     -  US
 MS0585  USGS QUAD   -  SUNSET PASS (2017)
 MS0585
 MS0585                         *CURRENT SURVEY CONTROL
 MS0585  ______________________________________________________________________
 MS0585* NAD 83(1986) POSITION- 41 38 02.7    (N) 112 31 26.9    (W)   HD_HELD2
 MS0585* NAVD 88 ORTHO HEIGHT -  1483.146 (meters)     4865.95  (feet) ADJUSTED
 MS0585  ______________________________________________________________________
 MS0585  GEOID HEIGHT    -        -15.699 (meters)                     GEOID18
 MS0585  DYNAMIC HEIGHT  -       1482.094 (meters)     4862.50  (feet) COMP
 MS0585  MODELED GRAVITY -    979,861.0   (mgal)                       NAVD 88
 MS0585
 MS0585  VERT ORDER      -  FIRST     CLASS II
 MS0585
 MS0585.The horizontal coordinates were established by autonomous hand held GPS
 MS0585.observations and have an estimated accuracy of +/- 10 meters.
 MS0585
 MS0585.The orthometric height was determined by differential leveling and
 MS0585.adjusted by the NATIONAL GEODETIC SURVEY
 MS0585.in June 1991.
 MS0585
 MS0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0585.GEOID18 height accuracy estimate available here.
 MS0585
 MS0585.Click photographs - Photos may exist for this station.
 MS0585
 MS0585.The dynamic height is computed by dividing the NAVD 88
 MS0585.geopotential number by the normal gravity value computed on the
 MS0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0585.degrees latitude (g = 980.6199 gals.).
 MS0585
 MS0585.The modeled gravity was interpolated from observed gravity values.
 MS0585
 MS0585;                    North         East    Units  Estimated Accuracy
 MS0585;SPC UT N     - 1,144,954.      414,669.      MT  (+/- 10 meters HH2 GPS)
 MS0585
 MS0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM7305210272(NAD 83)
 MS0585
 MS0585                          SUPERSEDED SURVEY CONTROL
 MS0585
 MS0585.No superseded survey control is available for this station.
 MS0585
 MS0585_MARKER: I = METAL ROD
 MS0585_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0585_STAMPING: B 380 1984
 MS0585_MARK LOGO: NGS
 MS0585_PROJECTION: FLUSH
 MS0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0585_ROD/PIPE-DEPTH: 15.8 meters
 MS0585
 MS0585  HISTORY     - Date     Condition        Report By
 MS0585  HISTORY     - 1984     MONUMENTED       NGS
 MS0585
 MS0585                          STATION DESCRIPTION
 MS0585
 MS0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0585'3.6 KM (2.2 MI) NE FROM PROMONTORY.
 MS0585'3.60 KM (2.24 MI) NORTHEAST ALONG A PAVED ROAD FROM THE GOLDEN SPIKE
 MS0585'MONUMENT IN PROMONTORY, IN THE SOUTHEAST CORNER OF THE CROSSING OF THE
 MS0585'OLD CENTRAL PACIFIC RAILROAD BED AND AT A POINT WHERE THE POWER LINE
 MS0585'MEETS THE ROAD, 14.4 METERS (47 FT) SOUTHEAST OF THE CENTER OF THE
 MS0585'ROAD, 53.6 METERS (176 FT) NORTHWEST OF A POWER POLE WITH TWO GUY
 MS0585'WIRES, 5.8 METERS (19 FT) EAST OF THE EAST GATE POST FOR A WIRE GATE
 MS0585'AND 0.4 METER (1.3 FT) NORTH OF A FENCE.
 MS0585'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 MS0585'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0667 ***********************************************************************
 MS0667  DESIGNATION -  B 381
 MS0667  PID         -  MS0667
 MS0667  STATE/COUNTY-  UT/BOX ELDER
 MS0667  COUNTRY     -  US
 MS0667  USGS QUAD   -  BOVINE (2017)
 MS0667
 MS0667                         *CURRENT SURVEY CONTROL
 MS0667  ______________________________________________________________________
 MS0667* NAD 83(1986) POSITION- 41 26 24.     (N) 113 42 45.     (W)   SCALED
 MS0667* NAVD 88 ORTHO HEIGHT -  1383.211 (meters)     4538.08  (feet) ADJUSTED
 MS0667  ______________________________________________________________________
 MS0667  GEOID HEIGHT    -        -16.500 (meters)                     GEOID18
 MS0667  DYNAMIC HEIGHT  -       1382.232 (meters)     4534.87  (feet) COMP
 MS0667  MODELED GRAVITY -    979,867.3   (mgal)                       NAVD 88
 MS0667
 MS0667  VERT ORDER      -  FIRST     CLASS II
 MS0667
 MS0667.The horizontal coordinates were scaled from a map and have
 MS0667.an estimated accuracy of +/- 6 seconds.
 MS0667
 MS0667.The orthometric height was determined by differential leveling and
 MS0667.adjusted by the NATIONAL GEODETIC SURVEY
 MS0667.in June 1991.
 MS0667
 MS0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0667.GEOID18 height accuracy estimate available here.
 MS0667
 MS0667.Click photographs - Photos may exist for this station.
 MS0667
 MS0667.The dynamic height is computed by dividing the NAVD 88
 MS0667.geopotential number by the normal gravity value computed on the
 MS0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0667.degrees latitude (g = 980.6199 gals.).
 MS0667
 MS0667.The modeled gravity was interpolated from observed gravity values.
 MS0667
 MS0667;                    North         East    Units  Estimated Accuracy
 MS0667;SPC UT N     - 1,125,250.      315,120.      MT  (+/- 180 meters Scaled)
 MS0667
 MS0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL733911(NAD 83)
 MS0667
 MS0667                          SUPERSEDED SURVEY CONTROL
 MS0667
 MS0667.No superseded survey control is available for this station.
 MS0667
 MS0667_MARKER: I = METAL ROD
 MS0667_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0667_STAMPING: B 381 1984
 MS0667_MARK LOGO: NGS
 MS0667_PROJECTION: FLUSH
 MS0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0667_ROD/PIPE-DEPTH: 6.1 meters
 MS0667
 MS0667  HISTORY     - Date     Condition        Report By
 MS0667  HISTORY     - 1984     MONUMENTED       NGS
 MS0667
 MS0667                          STATION DESCRIPTION
 MS0667
 MS0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0667'60.6 KM (37.7 MI) SW FROM PARK VALLEY.
 MS0667'60.64 KM (37.69 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0667'AT PARK VALLEY, ON A SMALL GRASSY FLAT NEAR MILEPOST 18, 0.46 KM
 MS0667'(0.29 MI) WEST OF THE T JUNCTION OF A DIRT ROAD LEADING NORTH TO A
 MS0667'RADIO TOWER, 20.4 METERS (60.7 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 MS0667'44.5 METERS (146 FT) SOUTHWEST OF THE SOUTH END OF A 24-INCH
 MS0667'CORRUGATED METAL PIPE CULVERT, 18.9 METERS (62 FT) SOUTHEAST OF
 MS0667'MILEPOST 18 AND 2.6 METERS (8.5 FT) NORTH OF STATE HIGHWAY RIGHT OF
 MS0667'WAY MARKER 989+64.4.
 MS0667'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 MS0667'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0498 ***********************************************************************
 LN0498  DESIGNATION -  B 383
 LN0498  PID         -  LN0498
 LN0498  STATE/COUNTY-  UT/UINTAH
 LN0498  COUNTRY     -  US
 LN0498  USGS QUAD   -  DONKEY FLAT (2017)
 LN0498
 LN0498                         *CURRENT SURVEY CONTROL
 LN0498  ______________________________________________________________________
 LN0498* NAD 83(1986) POSITION- 40 34 49.     (N) 109 28 28.     (W)   SCALED
 LN0498* NAVD 88 ORTHO HEIGHT -  1796.375 (meters)     5893.61  (feet) ADJUSTED
 LN0498  ______________________________________________________________________
 LN0498  GEOID HEIGHT    -        -15.584 (meters)                     GEOID18
 LN0498  DYNAMIC HEIGHT  -       1794.730 (meters)     5888.21  (feet) COMP
 LN0498  MODELED GRAVITY -    979,645.9   (mgal)                       NAVD 88
 LN0498
 LN0498  VERT ORDER      -  FIRST     CLASS II
 LN0498
 LN0498.The horizontal coordinates were scaled from a map and have
 LN0498.an estimated accuracy of +/- 6 seconds.
 LN0498
 LN0498.The orthometric height was determined by differential leveling and
 LN0498.adjusted by the NATIONAL GEODETIC SURVEY
 LN0498.in June 1991.
 LN0498
 LN0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0498.GEOID18 height accuracy estimate available here.
 LN0498
 LN0498.Click photographs - Photos may exist for this station.
 LN0498
 LN0498.The dynamic height is computed by dividing the NAVD 88
 LN0498.geopotential number by the normal gravity value computed on the
 LN0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0498.degrees latitude (g = 980.6199 gals.).
 LN0498
 LN0498.The modeled gravity was interpolated from observed gravity values.
 LN0498
 LN0498;                    North         East    Units  Estimated Accuracy
 LN0498;SPC UT C     - 2,251,400.      671,480.      MT  (+/- 180 meters Scaled)
 LN0498
 LN0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK291932(NAD 83)
 LN0498
 LN0498                          SUPERSEDED SURVEY CONTROL
 LN0498
 LN0498.No superseded survey control is available for this station.
 LN0498
 LN0498_MARKER: DV = VERTICAL CONTROL DISK
 LN0498_SETTING: 66 = SET IN ROCK OUTCROP
 LN0498_STAMPING: B 383 1984
 LN0498_MARK LOGO: NGS
 LN0498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0498+STABILITY: POSITION/ELEVATION WELL
 LN0498
 LN0498  HISTORY     - Date     Condition        Report By
 LN0498  HISTORY     - 1984     MONUMENTED       NGS
 LN0498
 LN0498                          STATION DESCRIPTION
 LN0498
 LN0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0498'16.3 KM (10.1 MI) NORTH FROM VERNAL.
 LN0498'16.3 KM (10.1 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0498'WITH U.S. HIGHWAY 40 IN VERNAL, NEAR THE EAST END OF A 30 BY 150 FOOT
 LN0498'EXPOSED AREA OF OUTCROPPING BEDROCK, 61.5 M (201.8 FT) WEST OF
 LN0498'MILEPOST 211, 41.5 M (136.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 LN0498'27.0 M (88.6 FT) NORTH OF THE EXTENDED CENTERLINE OF A PAVED ROAD
 LN0498'LEADING EAST TO RED FLEET RECREATION AREA, AND 1.9 M (6.2 FT) WEST OF
 LN0498'THE EAST END OF THE OUTCROP.
 LN0498'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 LN0498'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0422 ***********************************************************************
 LN0422  DESIGNATION -  B 385
 LN0422  PID         -  LN0422
 LN0422  STATE/COUNTY-  UT/DAGGETT
 LN0422  COUNTRY     -  US
 LN0422  USGS QUAD   -  MANILA (2017)
 LN0422
 LN0422                         *CURRENT SURVEY CONTROL
 LN0422  ______________________________________________________________________
 LN0422* NAD 83(1986) POSITION- 40 57 36.     (N) 109 42 45.     (W)   SCALED
 LN0422* NAVD 88 ORTHO HEIGHT -  1951.252 (meters)     6401.73  (feet) ADJUSTED
 LN0422  ______________________________________________________________________
 LN0422  GEOID HEIGHT    -        -13.917 (meters)                     GEOID18
 LN0422  DYNAMIC HEIGHT  -       1949.514 (meters)     6396.03  (feet) COMP
 LN0422  MODELED GRAVITY -    979,664.1   (mgal)                       NAVD 88
 LN0422
 LN0422  VERT ORDER      -  FIRST     CLASS II
 LN0422
 LN0422.The horizontal coordinates were scaled from a map and have
 LN0422.an estimated accuracy of +/- 6 seconds.
 LN0422
 LN0422.The orthometric height was determined by differential leveling and
 LN0422.adjusted by the NATIONAL GEODETIC SURVEY
 LN0422.in June 1991.
 LN0422
 LN0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0422.GEOID18 height accuracy estimate available here.
 LN0422
 LN0422.Click photographs - Photos may exist for this station.
 LN0422
 LN0422.The dynamic height is computed by dividing the NAVD 88
 LN0422.geopotential number by the normal gravity value computed on the
 LN0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0422.degrees latitude (g = 980.6199 gals.).
 LN0422
 LN0422.The modeled gravity was interpolated from observed gravity values.
 LN0422
 LN0422;                    North         East    Units  Estimated Accuracy
 LN0422;SPC UT N     - 1,071,140.      650,470.      MT  (+/- 180 meters Scaled)
 LN0422
 LN0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL083351(NAD 83)
 LN0422
 LN0422                          SUPERSEDED SURVEY CONTROL
 LN0422
 LN0422.No superseded survey control is available for this station.
 LN0422
 LN0422_MARKER: DV = VERTICAL CONTROL DISK
 LN0422_SETTING: 66 = SET IN ROCK OUTCROP
 LN0422_STAMPING: B 385 1984
 LN0422_MARK LOGO: NGS
 LN0422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0422+STABILITY: POSITION/ELEVATION WELL
 LN0422
 LN0422  HISTORY     - Date     Condition        Report By
 LN0422  HISTORY     - 1984     MONUMENTED       NGS
 LN0422
 LN0422                          STATION DESCRIPTION
 LN0422
 LN0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0422'3.4 KM (2.1 MI) SOUTH FROM MANILA.
 LN0422'3.4 KM (2.1 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0422'WITH STATE HIGHWAY 43 IN MANILA, 0.4 KM (0.25 MI) SOUTH OF MILEPOST
 LN0422'26, IN THE SOUTHWESTERN END OF A LARGE EXPOSED AREA OF OUTCROPPING
 LN0422'BEDROCK, 33.0 M (108.3 FT) NORTH OF THE EXTENDED CENTER OF A DIRT ROAD
 LN0422'LEADING WEST TO A RANCH, 31.1 M (102.1 FT) EAST OF THE CENTERLINE OF
 LN0422'THE HIGHWAY, 6.5 M (21.3 FT) NORTH OF THE SOUTH EDGE OF THE BEDROCK,
 LN0422'AND 0.3 M (1.0 FT) WEST OF A FENCE.
 LN0422'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LN0422'THE MARK IS 3.7 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0444 ***********************************************************************
 LN0444  DESIGNATION -  B 386
 LN0444  PID         -  LN0444
 LN0444  STATE/COUNTY-  UT/DAGGETT
 LN0444  COUNTRY     -  US
 LN0444  USGS QUAD   -  ELK PARK (2017)
 LN0444
 LN0444                         *CURRENT SURVEY CONTROL
 LN0444  ______________________________________________________________________
 LN0444* NAD 83(1986) POSITION- 40 52 08.2    (N) 109 41 20.9    (W)   HD_HELD2
 LN0444* NAVD 88 ORTHO HEIGHT -  2250.393 (meters)     7383.16  (feet) ADJUSTED
 LN0444  ______________________________________________________________________
 LN0444  GEOID HEIGHT    -        -13.349 (meters)                     GEOID18
 LN0444  DYNAMIC HEIGHT  -       2248.265 (meters)     7376.18  (feet) COMP
 LN0444  MODELED GRAVITY -    979,597.3   (mgal)                       NAVD 88
 LN0444
 LN0444  VERT ORDER      -  FIRST     CLASS II
 LN0444
 LN0444.The horizontal coordinates were established by autonomous hand held GPS
 LN0444.observations and have an estimated accuracy of +/- 10 meters.
 LN0444
 LN0444.The orthometric height was determined by differential leveling and
 LN0444.adjusted by the NATIONAL GEODETIC SURVEY
 LN0444.in June 1991.
 LN0444
 LN0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0444.GEOID18 height accuracy estimate available here.
 LN0444
 LN0444.Click photographs - Photos may exist for this station.
 LN0444
 LN0444.The dynamic height is computed by dividing the NAVD 88
 LN0444.geopotential number by the normal gravity value computed on the
 LN0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0444.degrees latitude (g = 980.6199 gals.).
 LN0444
 LN0444.The modeled gravity was interpolated from observed gravity values.
 LN0444
 LN0444;                    North         East    Units  Estimated Accuracy
 LN0444;SPC UT N     - 1,061,070.      652,644.      MT  (+/- 10 meters HH2 GPS)
 LN0444
 LN0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL1046425035(NAD 83)
 LN0444
 LN0444                          SUPERSEDED SURVEY CONTROL
 LN0444
 LN0444.No superseded survey control is available for this station.
 LN0444
 LN0444_MARKER: DV = VERTICAL CONTROL DISK
 LN0444_SETTING: 66 = SET IN ROCK OUTCROP
 LN0444_STAMPING: B 386 1984
 LN0444_MARK LOGO: NGS
 LN0444_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0444+STABILITY: POSITION/ELEVATION WELL
 LN0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LN0444+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2013
 LN0444
 LN0444  HISTORY     - Date     Condition        Report By
 LN0444  HISTORY     - 1984     MONUMENTED       NGS
 LN0444  HISTORY     - 20130623 GOOD             GEOCAC
 LN0444
 LN0444                          STATION DESCRIPTION
 LN0444
 LN0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0444'24.0 KM (14.9 MI) SOUTH FROM MANILA.
 LN0444'24.0 KM (14.9 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0444'WITH STATE HIGHWAY 43 IN MANILA, SET VERTICALLY IN THE EAST FACE OF A
 LN0444'HIGHWAY CUT, 0.3 KM (0.2 MI) SOUTH OF MILEPOST 13, 1.6 KM (1.0 MI)
 LN0444'SOUTH OF A GRAVEL ROAD LEADING TO HIDEOUT-EAGLE BASIN TRAIL, 197.0 M
 LN0444'(646.3 FT) NORTH OF THE SOUTH END OF THE HIGHWAY CUT, AND 10.0 M
 LN0444'(32.8 FT) WEST IF THE CENTERLINE OF THE HIGHWAY.
 LN0444'THE MARK IS 2.3 METERS  S FROM  A WITNESS POST
 LN0444'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 LN0444
 LN0444                          STATION RECOVERY (2013)
 LN0444
 LN0444'RECOVERY NOTE BY GEOCACHING 2013 (BRB)
 LN0444'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0447 ***********************************************************************
 JO0447  DESIGNATION -  B 387
 JO0447  PID         -  JO0447
 JO0447  STATE/COUNTY-  UT/BEAVER
 JO0447  COUNTRY     -  US
 JO0447  USGS QUAD   -  WALLACES PEAK (2017)
 JO0447
 JO0447                         *CURRENT SURVEY CONTROL
 JO0447  ______________________________________________________________________
 JO0447* NAD 83(1986) POSITION- 38 27 49.     (N) 113 23 13.     (W)   SCALED
 JO0447* NAVD 88 ORTHO HEIGHT -  1503.950 (meters)     4934.21  (feet) ADJUSTED
 JO0447  ______________________________________________________________________
 JO0447  GEOID HEIGHT    -        -21.214 (meters)                     GEOID18
 JO0447  DYNAMIC HEIGHT  -       1502.385 (meters)     4929.07  (feet) COMP
 JO0447  MODELED GRAVITY -    979,535.3   (mgal)                       NAVD 88
 JO0447
 JO0447  VERT ORDER      -  FIRST     CLASS II
 JO0447
 JO0447.The horizontal coordinates were scaled from a map and have
 JO0447.an estimated accuracy of +/- 6 seconds.
 JO0447
 JO0447.The orthometric height was determined by differential leveling and
 JO0447.adjusted by the NATIONAL GEODETIC SURVEY
 JO0447.in June 1991.
 JO0447
 JO0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0447.GEOID18 height accuracy estimate available here.
 JO0447
 JO0447.Click photographs - Photos may exist for this station.
 JO0447
 JO0447.The dynamic height is computed by dividing the NAVD 88
 JO0447.geopotential number by the normal gravity value computed on the
 JO0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0447.degrees latitude (g = 980.6199 gals.).
 JO0447
 JO0447.The modeled gravity was interpolated from observed gravity values.
 JO0447
 JO0447;                    North         East    Units  Estimated Accuracy
 JO0447;SPC UT S     - 3,201,100.      335,320.      MT  (+/- 180 meters Scaled)
 JO0447
 JO0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH917599(NAD 83)
 JO0447
 JO0447                          SUPERSEDED SURVEY CONTROL
 JO0447
 JO0447.No superseded survey control is available for this station.
 JO0447
 JO0447_MARKER: I = METAL ROD
 JO0447_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0447_STAMPING: B 387 1984
 JO0447_MARK LOGO: NGS
 JO0447_PROJECTION: FLUSH
 JO0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0447_ROD/PIPE-DEPTH: 7.3 meters
 JO0447
 JO0447  HISTORY     - Date     Condition        Report By
 JO0447  HISTORY     - 1984     MONUMENTED       NGS
 JO0447
 JO0447                          STATION DESCRIPTION
 JO0447
 JO0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0447'35.6 KM (22.2 MI) WEST FROM MILFORD.
 JO0447'35.6 KM (22.25 MI) WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 JO0447'STATE HIGHWAY 257 AT MILFORD, 4.4 KM (2.75 MI) SOUTHEAST OF THE
 JO0447'INTERSECTION OF A DIRT ROAD LEADING NORTH TO THE WAH WAH RANCH, 0.8 KM
 JO0447'(0.5 MI) NORTHWEST OF MILEPOST 55, 25.0 METERS (82 FT) SOUTHWEST OF
 JO0447'THE HIGHWAY CENTERLINE AND 30.1 METERS (99 FT) WEST OF THE SOUTHWEST
 JO0447'END OF A 48-INCH CORRUGATED METAL PIPE CULVERT.
 JO0447'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 JO0447'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DE6277 ***********************************************************************
 DE6277  DESIGNATION -  B 388
 DE6277  PID         -  DE6277
 DE6277  STATE/COUNTY-  UT/DUCHESNE
 DE6277  COUNTRY     -  US
 DE6277  USGS QUAD   -  MYTON SE (2017)
 DE6277
 DE6277                         *CURRENT SURVEY CONTROL
 DE6277  ______________________________________________________________________
 DE6277* NAD 83(1986) POSITION- 40 04 15.     (N) 110 06 57.     (W)   SCALED
 DE6277* NAVD 88 ORTHO HEIGHT -  1735.459 (meters)     5693.75  (feet) ADJUSTED
 DE6277  ______________________________________________________________________
 DE6277  GEOID HEIGHT    -        -17.760 (meters)                     GEOID18
 DE6277  DYNAMIC HEIGHT  -       1733.782 (meters)     5688.25  (feet) COMP
 DE6277  MODELED GRAVITY -    979,598.9   (mgal)                       NAVD 88
 DE6277
 DE6277  VERT ORDER      -  SECOND    CLASS II
 DE6277
 DE6277.The horizontal coordinates were scaled from a map and have
 DE6277.an estimated accuracy of +/- 6 seconds.
 DE6277
 DE6277.The orthometric height was determined by differential leveling and
 DE6277.adjusted by the NATIONAL GEODETIC SURVEY
 DE6277.in August 2002.
 DE6277
 DE6277.No vertical observational check was made to the station.
 DE6277
 DE6277.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6277.GEOID18 height accuracy estimate available here.
 DE6277
 DE6277.Click photographs - Photos may exist for this station.
 DE6277
 DE6277.The dynamic height is computed by dividing the NAVD 88
 DE6277.geopotential number by the normal gravity value computed on the
 DE6277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6277.degrees latitude (g = 980.6199 gals.).
 DE6277
 DE6277.The modeled gravity was interpolated from observed gravity values.
 DE6277
 DE6277;                    North         East    Units  Estimated Accuracy
 DE6277;SPC UT C     - 2,193,810.      618,060.      MT  (+/- 180 meters Scaled)
 DE6277
 DE6277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK753359(NAD 83)
 DE6277
 DE6277                          SUPERSEDED SURVEY CONTROL
 DE6277
 DE6277.No superseded survey control is available for this station.
 DE6277
 DE6277_MARKER: F = FLANGE-ENCASED ROD
 DE6277_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE6277_STAMPING: B 388 2002
 DE6277_MARK LOGO: NGS
 DE6277_PROJECTION: FLUSH
 DE6277_MAGNETIC: I = MARKER IS A STEEL ROD
 DE6277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6277+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2002
 DE6277_ROD/PIPE-DEPTH: 5.9 meters
 DE6277_SLEEVE-DEPTH  : 0.9 meters
 DE6277
 DE6277  HISTORY     - Date     Condition        Report By
 DE6277  HISTORY     - 20020424 MONUMENTED       NGS
 DE6277
 DE6277                          STATION DESCRIPTION
 DE6277
 DE6277'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 DE6277'2.2 KM (1.4 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 40 FROM THE JUNCTION
 DE6277'OF MAIN STREET IN MYTON, THENCE 2.7 KM (1.7 MI) SOUTHERLY ALONG ROAD
 DE6277'5550 W, THENCE 7.4 KM (4.6 MI) SOUTHERLY ALONG ROAD 6000 W
 DE6277'(ROAD TO SAND WASH), THENCE 6.4 KM (4.0 MI) SOUTHWESTERLY ALONG A
 DE6277'GRAVELED ROAD JUST NORTHWEST OF A SIGN (ENTERING BLM ADMINISTERED
 DE6277'LAND, PRAIRIE WETLANDS 17 MILES), IN THE NORTHEAST ANGLE OF THE ROAD
 DE6277'AND A GRAVELED ROAD LEADING NORTHWEST, 23.2 M (76.1 FT)
 DE6277'NORTH-NORTHWEST OF A 1.3 M (4.3 FT) ACCESS COVER ON THE SOUTHEAST SIDE
 DE6277'OF THE ROAD LEADING NORTHWEST, 13.4 M (44.0 FT) NORTHWEST OF THE
 DE6277'CENTER OF THE ROAD, 1.8 M (5.9 FT) NORTHEAST OF A UTILITY POLE AND 1.6
 DE6277'M (5.2 FT) NORTHEAST OF A WITNESS POST.
 DE6277'
 DE6277'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 DE6277'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 DE6277'THE MARK IS ON PROPERTY OWNED BY THE BUREAU OF LAND MANAGEMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0036 ***********************************************************************
 KN0036  DESIGNATION -  B 39
 KN0036  PID         -  KN0036
 KN0036  STATE/COUNTY-  UT/EMERY
 KN0036  COUNTRY     -  US
 KN0036  USGS QUAD   -  DESERT (2017)
 KN0036
 KN0036                         *CURRENT SURVEY CONTROL
 KN0036  ______________________________________________________________________
 KN0036* NAD 83(1986) POSITION- 39 00 11.     (N) 110 16 15.     (W)   SCALED
 KN0036* NAVD 88 ORTHO HEIGHT -  1301.554 (meters)     4270.18  (feet) ADJUSTED
 KN0036  ______________________________________________________________________
 KN0036  GEOID HEIGHT    -        -19.886 (meters)                     GEOID18
 KN0036  DYNAMIC HEIGHT  -       1300.296 (meters)     4266.05  (feet) COMP
 KN0036  MODELED GRAVITY -    979,617.0   (mgal)                       NAVD 88
 KN0036
 KN0036  VERT ORDER      -  SECOND    CLASS 0
 KN0036
 KN0036.The horizontal coordinates were scaled from a map and have
 KN0036.an estimated accuracy of +/- 6 seconds.
 KN0036
 KN0036.The orthometric height was determined by differential leveling and
 KN0036.adjusted by the NATIONAL GEODETIC SURVEY
 KN0036.in June 1991.
 KN0036
 KN0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0036.GEOID18 height accuracy estimate available here.
 KN0036
 KN0036.Click photographs - Photos may exist for this station.
 KN0036
 KN0036.The dynamic height is computed by dividing the NAVD 88
 KN0036.geopotential number by the normal gravity value computed on the
 KN0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0036.degrees latitude (g = 980.6199 gals.).
 KN0036
 KN0036.The modeled gravity was interpolated from observed gravity values.
 KN0036
 KN0036;                    North         East    Units  Estimated Accuracy
 KN0036;SPC UT C     - 2,075,090.      606,470.      MT  (+/- 180 meters Scaled)
 KN0036
 KN0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ631173(NAD 83)
 KN0036
 KN0036                          SUPERSEDED SURVEY CONTROL
 KN0036
 KN0036  NGVD 29 (??/??/92) 1300.574  (m)         4266.97   (f) ADJ UNCH    2 0
 KN0036
 KN0036.Superseded values are not recommended for survey control.
 KN0036
 KN0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0036.See file dsdata.pdf to determine how the superseded data were derived.
 KN0036
 KN0036_MARKER: DB = BENCH MARK DISK
 KN0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0036_STAMPING: B 39 1934
 KN0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0036+STABILITY: SURFACE MOTION
 KN0036
 KN0036  HISTORY     - Date     Condition        Report By
 KN0036  HISTORY     - 1934     MONUMENTED       CGS
 KN0036  HISTORY     - 1969     MARK NOT FOUND   USGS
 KN0036
 KN0036                          STATION DESCRIPTION
 KN0036
 KN0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0036'5.9 MI NW FROM GREEN RIVER.
 KN0036'ABOUT 5.9 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 KN0036'RAILROAD FROM GREEN RIVER, EMERY COUNTY, AT MILEPOST 561, 75 FEET WEST
 KN0036'OF THE TRACK, AND ABOUT 100 FEET EAST OF THE CENTER LINE OF U.S.
 KN0036'HIGHWAY 50.  A STANDARD DISK, STAMPED B 39 1934 AND SET IN THE TOP OF
 KN0036'A CONCRETE POST.
 KN0036
 KN0036                          STATION RECOVERY (1969)
 KN0036
 KN0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KN0036'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0279 ***********************************************************************
 MR0279  DESIGNATION -  B 4
 MR0279  PID         -  MR0279
 MR0279  STATE/COUNTY-  UT/RICH
 MR0279  COUNTRY     -  US
 MR0279  USGS QUAD   -  WOODRUFF (2017)
 MR0279
 MR0279                         *CURRENT SURVEY CONTROL
 MR0279  ______________________________________________________________________
 MR0279* NAD 83(1986) POSITION- 41 31 12.     (N) 111 09 48.     (W)   SCALED
 MR0279* NAVD 88 ORTHO HEIGHT -  1935.186 (meters)     6349.02  (feet) ADJUSTED
 MR0279  ______________________________________________________________________
 MR0279  GEOID HEIGHT    -        -15.188 (meters)                     GEOID18
 MR0279  DYNAMIC HEIGHT  -       1933.495 (meters)     6343.47  (feet) COMP
 MR0279  MODELED GRAVITY -    979,681.1   (mgal)                       NAVD 88
 MR0279
 MR0279  VERT ORDER      -  SECOND    CLASS 0
 MR0279
 MR0279.The horizontal coordinates were scaled from a map and have
 MR0279.an estimated accuracy of +/- 6 seconds.
 MR0279
 MR0279.The orthometric height was determined by differential leveling and
 MR0279.adjusted by the NATIONAL GEODETIC SURVEY
 MR0279.in June 1991.
 MR0279
 MR0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0279.GEOID18 height accuracy estimate available here.
 MR0279
 MR0279.Click photographs - Photos may exist for this station.
 MR0279
 MR0279.The dynamic height is computed by dividing the NAVD 88
 MR0279.geopotential number by the normal gravity value computed on the
 MR0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0279.degrees latitude (g = 980.6199 gals.).
 MR0279
 MR0279.The modeled gravity was interpolated from observed gravity values.
 MR0279
 MR0279;                    North         East    Units  Estimated Accuracy
 MR0279;SPC UT N     - 1,131,840.      528,100.      MT  (+/- 180 meters Scaled)
 MR0279
 MR0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL863964(NAD 83)
 MR0279
 MR0279                          SUPERSEDED SURVEY CONTROL
 MR0279
 MR0279  NGVD 29 (??/??/92) 1933.844  (m)         6344.62   (f) ADJ UNCH    2 0
 MR0279
 MR0279.Superseded values are not recommended for survey control.
 MR0279
 MR0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0279.See file dsdata.pdf to determine how the superseded data were derived.
 MR0279
 MR0279_MARKER: DB = BENCH MARK DISK
 MR0279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0279_SP_SET: BUILDING
 MR0279_STAMPING: 6342 B 1909 4
 MR0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0279
 MR0279  HISTORY     - Date     Condition        Report By
 MR0279  HISTORY     - 1909     MONUMENTED       USGS
 MR0279  HISTORY     - 1934     GOOD             CGS
 MR0279  HISTORY     - 20101212 MARK NOT FOUND   GEOCAC
 MR0279
 MR0279                          STATION DESCRIPTION
 MR0279
 MR0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0279'IN WOODRUFF.
 MR0279'AT THE SCHOOLHOUSE, AND IN THE NORTHEAST CORNER OF THE EAST WALL.  A
 MR0279'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, AND SET VERTICALLY.
 MR0279
 MR0279                          STATION RECOVERY (2010)
 MR0279
 MR0279'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 MR0279'THERE IS NO LONGER A SCHOOL BUILDING AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0100 ***********************************************************************
 KO0100  DESIGNATION -  B 4
 KO0100  PID         -  KO0100
 KO0100  STATE/COUNTY-  UT/MILLARD
 KO0100  COUNTRY     -  US
 KO0100  USGS QUAD   -  STRONG (2017)
 KO0100
 KO0100                         *CURRENT SURVEY CONTROL
 KO0100  ______________________________________________________________________
 KO0100* NAD 83(1986) POSITION- 39 28 59.9    (N) 112 24 59.9    (W)   HD_HELD2
 KO0100* NAVD 88 ORTHO HEIGHT -  1459.589 (meters)     4788.67  (feet) ADJUSTED
 KO0100  ______________________________________________________________________
 KO0100  GEOID HEIGHT    -        -18.755 (meters)                     GEOID18
 KO0100  DYNAMIC HEIGHT  -       1458.270 (meters)     4784.34  (feet) COMP
 KO0100  MODELED GRAVITY -    979,671.7   (mgal)                       NAVD 88
 KO0100
 KO0100  VERT ORDER      -  FIRST     CLASS I
 KO0100
 KO0100.The horizontal coordinates were established by autonomous hand held GPS
 KO0100.observations and have an estimated accuracy of +/- 10 meters.
 KO0100
 KO0100.The orthometric height was determined by differential leveling and
 KO0100.adjusted by the NATIONAL GEODETIC SURVEY
 KO0100.in June 1991.
 KO0100
 KO0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0100.GEOID18 height accuracy estimate available here.
 KO0100
 KO0100.Click photographs - Photos may exist for this station.
 KO0100
 KO0100.The dynamic height is computed by dividing the NAVD 88
 KO0100.geopotential number by the normal gravity value computed on the
 KO0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0100.degrees latitude (g = 980.6199 gals.).
 KO0100
 KO0100.The modeled gravity was interpolated from observed gravity values.
 KO0100
 KO0100;                    North         East    Units  Estimated Accuracy
 KO0100;SPC UT C     - 2,128,073.      421,146.      MT  (+/- 10 meters HH2 GPS)
 KO0100
 KO0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ7816771369(NAD 83)
 KO0100
 KO0100                          SUPERSEDED SURVEY CONTROL
 KO0100
 KO0100  NGVD 29 (??/??/92) 1458.497  (m)         4785.09   (f) ADJ UNCH    1 1
 KO0100
 KO0100.Superseded values are not recommended for survey control.
 KO0100
 KO0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0100.See file dsdata.pdf to determine how the superseded data were derived.
 KO0100
 KO0100_MARKER: P = PIPE CAP
 KO0100_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0100_STAMPING: ELEV. 4785.086 FT
 KO0100_MARK LOGO: CGS
 KO0100_PROJECTION: FLUSH
 KO0100_MAGNETIC: P = MARKER IS A STEEL PIPE
 KO0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0100+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 KO0100
 KO0100  HISTORY     - Date     Condition        Report By
 KO0100  HISTORY     - 1908     MONUMENTED       CGS
 KO0100  HISTORY     - 1970     GOOD             NGS
 KO0100  HISTORY     - 20030331 GOOD             GEOCAC
 KO0100
 KO0100                          STATION DESCRIPTION
 KO0100
 KO0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0100'3.4 MI SW FROM LYNNDYL.
 KO0100'3.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0100'SIGN AT LYNNDYL, 0.2 MILE NORTHEAST OF THE CROSSING OF A TRACK ROAD,
 KO0100'51 1/2 FEET NORTHEAST OF THE SECOND TELEPHONE POLE SOUTHWEST OF
 KO0100'MILEPOLE 662.50, 2 1/4 POLES NORTHEAST OF SEMAPHORE 662.5, 87.9 FEET
 KO0100'NORTHWEST OF THE NORTHWEST RAIL, 1.2 FEET SOUTHWEST OF A WITNESS POST,
 KO0100'ABOUT 1 1/2 FEET LOWER THAN THE TRACK, A CAP SCREWED ON THE TOP OF A 3
 KO0100'1/2-INCH IRON PIPE PROJECTING 0.1 FOOT ABOVE THE GROUND.  SEC 28, T 15
 KO0100'S, R 5 W.
 KO0100
 KO0100                          STATION RECOVERY (2003)
 KO0100
 KO0100'RECOVERY NOTE BY GEOCACHING 2003 (DKS)
 KO0100'1970 DESCRIPTION WAS ADEQUATE TO LOCATE THE MARKER.
 KO0100'ACTUAL LOCATION IS WITHIN RAILROAD RIGHT-OF-WAY NEXT TO A FENCE.
 KO0100'MARKER WAS AT GROUND-LEVEL AND RINGED BY COBBLE-SIZED ROCKS.
 KO0100'ELEVATION STAMP WAS CLEAR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0066 ***********************************************************************
 KN0066  DESIGNATION -  B 40
 KN0066  PID         -  KN0066
 KN0066  STATE/COUNTY-  UT/EMERY
 KN0066  COUNTRY     -  US
 KN0066  USGS QUAD   -  HADDEN HOLES (2017)
 KN0066
 KN0066                         *CURRENT SURVEY CONTROL
 KN0066  ______________________________________________________________________
 KN0066* NAD 83(1986) POSITION- 39 12 48.     (N) 110 53 51.     (W)   SCALED
 KN0066* NAVD 88 ORTHO HEIGHT -  1672.894 (meters)     5488.49  (feet) ADJUSTED
 KN0066  ______________________________________________________________________
 KN0066  GEOID HEIGHT    -        -17.729 (meters)                     GEOID18
 KN0066  DYNAMIC HEIGHT  -       1671.229 (meters)     5483.02  (feet) COMP
 KN0066  MODELED GRAVITY -    979,573.1   (mgal)                       NAVD 88
 KN0066
 KN0066  VERT ORDER      -  SECOND    CLASS 0
 KN0066
 KN0066.The horizontal coordinates were scaled from a map and have
 KN0066.an estimated accuracy of +/- 6 seconds.
 KN0066
 KN0066.The orthometric height was determined by differential leveling and
 KN0066.adjusted by the NATIONAL GEODETIC SURVEY
 KN0066.in June 1991.
 KN0066
 KN0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0066.GEOID18 height accuracy estimate available here.
 KN0066
 KN0066.Click photographs - Photos may exist for this station.
 KN0066
 KN0066.The dynamic height is computed by dividing the NAVD 88
 KN0066.geopotential number by the normal gravity value computed on the
 KN0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0066.degrees latitude (g = 980.6199 gals.).
 KN0066
 KN0066.The modeled gravity was interpolated from observed gravity values.
 KN0066
 KN0066;                    North         East    Units  Estimated Accuracy
 KN0066;SPC UT C     - 2,097,870.      552,030.      MT  (+/- 180 meters Scaled)
 KN0066
 KN0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ088404(NAD 83)
 KN0066
 KN0066                          SUPERSEDED SURVEY CONTROL
 KN0066
 KN0066  NGVD 29 (??/??/92) 1671.840  (m)         5485.03   (f) ADJ UNCH    2 0
 KN0066
 KN0066.Superseded values are not recommended for survey control.
 KN0066
 KN0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0066.See file dsdata.pdf to determine how the superseded data were derived.
 KN0066
 KN0066_MARKER: DB = BENCH MARK DISK
 KN0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0066_STAMPING: B 40 1934
 KN0066_MARK LOGO: CGS
 KN0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0066+STABILITY: SURFACE MOTION
 KN0066
 KN0066  HISTORY     - Date     Condition        Report By
 KN0066  HISTORY     - 1934     MONUMENTED       CGS
 KN0066  HISTORY     - 1970     GOOD             USGS
 KN0066
 KN0066                          STATION DESCRIPTION
 KN0066
 KN0066'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KN0066'7.4 MI E FROM CASTLE DALE.
 KN0066'CASTLE DALE, 1.6 MI. NE OF VIA STATE HIGHWAY 10, THENCE 6.3 MI. E TO A
 KN0066'RD. FORK RIGHT.  100 FT. SE OF RD. FK.  245 FT. W OF DRAIN CROSSING
 KN0066'40S OF CENTERLINE OF MAIN ROAD.  AND SET IN THE TOP OF A CONCRETE
 KN0066'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0221 ***********************************************************************
 KN0221  DESIGNATION -  B 41
 KN0221  PID         -  KN0221
 KN0221  STATE/COUNTY-  UT/EMERY
 KN0221  COUNTRY     -  US
 KN0221  USGS QUAD   -  RED POINT (2017)
 KN0221
 KN0221                         *CURRENT SURVEY CONTROL
 KN0221  ______________________________________________________________________
 KN0221* NAD 83(1986) POSITION- 39 15 38.     (N) 111 06 53.     (W)   SCALED
 KN0221* NAVD 88 ORTHO HEIGHT -  1840.108 (meters)     6037.09  (feet) ADJUSTED
 KN0221  ______________________________________________________________________
 KN0221  GEOID HEIGHT    -        -16.850 (meters)                     GEOID18
 KN0221  DYNAMIC HEIGHT  -       1838.141 (meters)     6030.63  (feet) COMP
 KN0221  MODELED GRAVITY -    979,493.8   (mgal)                       NAVD 88
 KN0221
 KN0221  VERT ORDER      -  SECOND    CLASS 0
 KN0221
 KN0221.The horizontal coordinates were scaled from a map and have
 KN0221.an estimated accuracy of +/- 6 seconds.
 KN0221
 KN0221.The orthometric height was determined by differential leveling and
 KN0221.adjusted by the NATIONAL GEODETIC SURVEY
 KN0221.in June 1991.
 KN0221
 KN0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0221.GEOID18 height accuracy estimate available here.
 KN0221
 KN0221.Click photographs - Photos may exist for this station.
 KN0221
 KN0221.The dynamic height is computed by dividing the NAVD 88
 KN0221.geopotential number by the normal gravity value computed on the
 KN0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0221.degrees latitude (g = 980.6199 gals.).
 KN0221
 KN0221.The modeled gravity was interpolated from observed gravity values.
 KN0221
 KN0221;                    North         East    Units  Estimated Accuracy
 KN0221;SPC UT C     - 2,103,010.      533,250.      MT  (+/- 180 meters Scaled)
 KN0221
 KN0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ901456(NAD 83)
 KN0221
 KN0221                          SUPERSEDED SURVEY CONTROL
 KN0221
 KN0221  NGVD 29 (??/??/92) 1838.904  (m)         6033.14   (f) ADJ UNCH    2 0
 KN0221
 KN0221.Superseded values are not recommended for survey control.
 KN0221
 KN0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0221.See file dsdata.pdf to determine how the superseded data were derived.
 KN0221
 KN0221_MARKER: DB = BENCH MARK DISK
 KN0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0221_STAMPING: B 41 1934
 KN0221_MARK LOGO: CGS
 KN0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0221+STABILITY: SURFACE MOTION
 KN0221
 KN0221  HISTORY     - Date     Condition        Report By
 KN0221  HISTORY     - 1934     MONUMENTED       CGS
 KN0221  HISTORY     - 1974     MARK NOT FOUND   USGS
 KN0221
 KN0221                          STATION DESCRIPTION
 KN0221
 KN0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0221'4.4 MI W FROM ORANGEVILLE.
 KN0221'ABOUT 4.4 MILES WEST ALONG STATE HIGHWAY 29 FROM THE PUBLIC SCHOOL AT
 KN0221'ORANGEVILLE, EMERY COUNTY, ON THE OUTSIDE OF A CURVE, 20 FEET EAST OF
 KN0221'THE STEEP BANK OF A STREAM OF WATER, 42 FEET SOUTH OF THE CENTER LINE
 KN0221'OF THE HIGHWAY, AND 2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED
 KN0221'B 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KN0221
 KN0221                          STATION RECOVERY (1974)
 KN0221
 KN0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KN0221'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0327 ***********************************************************************
 KN0327  DESIGNATION -  B 42
 KN0327  PID         -  KN0327
 KN0327  STATE/COUNTY-  UT/UTAH
 KN0327  COUNTRY     -  US
 KN0327  USGS QUAD   -  BIRDSEYE (2017)
 KN0327
 KN0327                         *CURRENT SURVEY CONTROL
 KN0327  ______________________________________________________________________
 KN0327* NAD 83(1986) POSITION- 39 58 11.     (N) 111 30 34.     (W)   SCALED
 KN0327* NAVD 88 ORTHO HEIGHT -  1577.098 (meters)     5174.20  (feet) POSTED
 KN0327  ______________________________________________________________________
 KN0327  GEOID HEIGHT    -        -16.680 (meters)                     GEOID18
 KN0327  DYNAMIC HEIGHT  -       1575.63  (meters)     5169.4   (feet) COMP
 KN0327  MODELED GRAVITY -    979,642.3   (mgal)                       NAVD 88
 KN0327
 KN0327  VERT ORDER      -  * POSTED, SEE BELOW
 KN0327
 KN0327.The horizontal coordinates were scaled from a map and have
 KN0327.an estimated accuracy of +/- 6 seconds.
 KN0327
 KN0327.The orthometric height was determined by differential leveling
 KN0327.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KN0327
 KN0327.* This is a POSTED BENCH MARK height.
 KN0327
 KN0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0327.GEOID18 height accuracy estimate available here.
 KN0327
 KN0327.Click photographs - Photos may exist for this station.
 KN0327
 KN0327.The dynamic height is computed by dividing the NAVD 88
 KN0327.geopotential number by the normal gravity value computed on the
 KN0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0327.degrees latitude (g = 980.6199 gals.).
 KN0327
 KN0327.The modeled gravity was interpolated from observed gravity values.
 KN0327
 KN0327;                    North         East    Units  Estimated Accuracy
 KN0327;SPC UT C     - 2,181,670.      499,190.      MT  (+/- 180 meters Scaled)
 KN0327
 KN0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK564245(NAD 83)
 KN0327
 KN0327                          SUPERSEDED SURVEY CONTROL
 KN0327
 KN0327  NGVD 29 (??/??/92) 1576.026  (m)         5170.68   (f) ADJ UNCH    2 0
 KN0327
 KN0327.Superseded values are not recommended for survey control.
 KN0327
 KN0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0327.See file dsdata.pdf to determine how the superseded data were derived.
 KN0327
 KN0327_MARKER: DB = BENCH MARK DISK
 KN0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0327_STAMPING: B 42 1934
 KN0327_MARK LOGO: CGS
 KN0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0327+STABILITY: SURFACE MOTION
 KN0327
 KN0327  HISTORY     - Date     Condition        Report By
 KN0327  HISTORY     - 1934     MONUMENTED       CGS
 KN0327
 KN0327                          STATION DESCRIPTION
 KN0327
 KN0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0327'1.9 MI S FROM THISTLE.
 KN0327'ABOUT 1.9 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0327'FROM THE STATION AT THISTLE, UTAH COUNTY, ABOUT 6 RAILS SOUTH OF
 KN0327'MILEPOST 2, SOUTH OF BRIDGE 202, NEAR A STREAM, 20 FEET EAST OF THE
 KN0327'TRACK, IN LINE WITH THE RIGHT-OF-WAY FENCE, AND NEAR A POLE. A
 KN0327'STANDARD DISK, STAMPED B 42 1934 AND SET IN THE TOP OF A CONCRETE
 KN0327'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0256 ***********************************************************************
 KN0256  DESIGNATION -  B 43
 KN0256  PID         -  KN0256
 KN0256  STATE/COUNTY-  UT/SANPETE
 KN0256  COUNTRY     -  US
 KN0256  USGS QUAD   -  CHESTER (2017)
 KN0256
 KN0256                         *CURRENT SURVEY CONTROL
 KN0256  ______________________________________________________________________
 KN0256* NAD 83(1986) POSITION- 39 24 14.     (N) 111 34 04.     (W)   SCALED
 KN0256* NAVD 88 ORTHO HEIGHT -  1687.727 (meters)     5537.15  (feet) ADJUSTED
 KN0256  ______________________________________________________________________
 KN0256  GEOID HEIGHT    -        -17.402 (meters)                     GEOID18
 KN0256  DYNAMIC HEIGHT  -       1686.012 (meters)     5531.52  (feet) COMP
 KN0256  MODELED GRAVITY -    979,551.9   (mgal)                       NAVD 88
 KN0256
 KN0256  VERT ORDER      -  SECOND    CLASS 0
 KN0256
 KN0256.The horizontal coordinates were scaled from a map and have
 KN0256.an estimated accuracy of +/- 6 seconds.
 KN0256
 KN0256.The orthometric height was determined by differential leveling and
 KN0256.adjusted by the NATIONAL GEODETIC SURVEY
 KN0256.in June 1991.
 KN0256
 KN0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0256.GEOID18 height accuracy estimate available here.
 KN0256
 KN0256.Click photographs - Photos may exist for this station.
 KN0256
 KN0256.The dynamic height is computed by dividing the NAVD 88
 KN0256.geopotential number by the normal gravity value computed on the
 KN0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0256.degrees latitude (g = 980.6199 gals.).
 KN0256
 KN0256.The modeled gravity was interpolated from observed gravity values.
 KN0256
 KN0256;                    North         East    Units  Estimated Accuracy
 KN0256;SPC UT C     - 2,118,850.      494,160.      MT  (+/- 180 meters Scaled)
 KN0256
 KN0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ511617(NAD 83)
 KN0256
 KN0256                          SUPERSEDED SURVEY CONTROL
 KN0256
 KN0256  NGVD 29 (??/??/92) 1686.564  (m)         5533.34   (f) ADJ UNCH    2 0
 KN0256
 KN0256.Superseded values are not recommended for survey control.
 KN0256
 KN0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0256.See file dsdata.pdf to determine how the superseded data were derived.
 KN0256
 KN0256_MARKER: DB = BENCH MARK DISK
 KN0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0256_STAMPING: B 43 1934
 KN0256_MARK LOGO: CGS
 KN0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0256+STABILITY: SURFACE MOTION
 KN0256
 KN0256  HISTORY     - Date     Condition        Report By
 KN0256  HISTORY     - 1934     MONUMENTED       CGS
 KN0256
 KN0256                          STATION DESCRIPTION
 KN0256
 KN0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0256'3.4 MI N FROM EPHRAIM.
 KN0256'ABOUT 3.4 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0256'FROM THE STATION AT EPHRAIM, SANPETE COUNTY, AT MILEPOST 50, 35 FEET
 KN0256'WEST OF THE TRACK, AND IN LINE WITH THE RIGHT-OF-WAY FENCE. A STANDARD
 KN0256'DISK, STAMPED B 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0071 ***********************************************************************
 KO0071  DESIGNATION -  B 45
 KO0071  PID         -  KO0071
 KO0071  STATE/COUNTY-  UT/JUAB
 KO0071  COUNTRY     -  US
 KO0071  USGS QUAD   -  SAGE VALLEY (2017)
 KO0071
 KO0071                         *CURRENT SURVEY CONTROL
 KO0071  ______________________________________________________________________
 KO0071* NAD 83(1986) POSITION- 39 30 28.     (N) 112 04 39.     (W)   SCALED
 KO0071* NAVD 88 ORTHO HEIGHT -  1496.941 (meters)     4911.21  (feet) ADJUSTED
 KO0071  ______________________________________________________________________
 KO0071  GEOID HEIGHT    -        -18.255 (meters)                     GEOID18
 KO0071  DYNAMIC HEIGHT  -       1495.523 (meters)     4906.56  (feet) COMP
 KO0071  MODELED GRAVITY -    979,627.7   (mgal)                       NAVD 88
 KO0071
 KO0071  VERT ORDER      -  SECOND    CLASS 0
 KO0071
 KO0071.The horizontal coordinates were scaled from a map and have
 KO0071.an estimated accuracy of +/- 6 seconds.
 KO0071
 KO0071.The orthometric height was determined by differential leveling and
 KO0071.adjusted by the NATIONAL GEODETIC SURVEY
 KO0071.in June 1991.
 KO0071
 KO0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0071.GEOID18 height accuracy estimate available here.
 KO0071
 KO0071.Click photographs - Photos may exist for this station.
 KO0071
 KO0071.The dynamic height is computed by dividing the NAVD 88
 KO0071.geopotential number by the normal gravity value computed on the
 KO0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0071.degrees latitude (g = 980.6199 gals.).
 KO0071
 KO0071.The modeled gravity was interpolated from observed gravity values.
 KO0071
 KO0071;                    North         East    Units  Estimated Accuracy
 KO0071;SPC UT C     - 2,130,550.      450,340.      MT  (+/- 180 meters Scaled)
 KO0071
 KO0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ073736(NAD 83)
 KO0071
 KO0071                          SUPERSEDED SURVEY CONTROL
 KO0071
 KO0071  NGVD 29 (??/??/92) 1495.766  (m)         4907.36   (f) ADJ UNCH    2 0
 KO0071
 KO0071.Superseded values are not recommended for survey control.
 KO0071
 KO0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0071.See file dsdata.pdf to determine how the superseded data were derived.
 KO0071
 KO0071_MARKER: DB = BENCH MARK DISK
 KO0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0071_STAMPING: B 45 1934
 KO0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0071+STABILITY: SURFACE MOTION
 KO0071
 KO0071  HISTORY     - Date     Condition        Report By
 KO0071  HISTORY     - 1934     MONUMENTED       CGS
 KO0071
 KO0071                          STATION DESCRIPTION
 KO0071
 KO0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0071'2.7 MI NW FROM MILLS.
 KO0071'ABOUT 2.7 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KO0071'WATER TANK AT MILLS, JUAB COUNTY, ABOUT 2 POLES WEST OF MILEPOST 687,
 KO0071'78 FEET NORTH OF THE TRACK, AND IN LINE WITH A ROW OF POLES.  A
 KO0071'STANDARD DISK, STAMPED B 45 1934 AND SET IN THE TOP OF A CONCRETE
 KO0071'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0155 ***********************************************************************
 KO0155  DESIGNATION -  B 46
 KO0155  PID         -  KO0155
 KO0155  STATE/COUNTY-  UT/MILLARD
 KO0155  COUNTRY     -  US
 KO0155  USGS QUAD   -  HOLDEN (2017)
 KO0155
 KO0155                         *CURRENT SURVEY CONTROL
 KO0155  ______________________________________________________________________
 KO0155* NAD 83(1986) POSITION- 39 01 45.     (N) 112 21 10.     (W)   SCALED
 KO0155* NAVD 88 ORTHO HEIGHT -  1489.770 (meters)     4887.69  (feet) ADJUSTED
 KO0155  ______________________________________________________________________
 KO0155  GEOID HEIGHT    -        -18.900 (meters)                     GEOID18
 KO0155  DYNAMIC HEIGHT  -       1488.339 (meters)     4882.99  (feet) COMP
 KO0155  MODELED GRAVITY -    979,614.3   (mgal)                       NAVD 88
 KO0155
 KO0155  VERT ORDER      -  SECOND    CLASS 0
 KO0155
 KO0155.The horizontal coordinates were scaled from a map and have
 KO0155.an estimated accuracy of +/- 6 seconds.
 KO0155
 KO0155.The orthometric height was determined by differential leveling and
 KO0155.adjusted by the NATIONAL GEODETIC SURVEY
 KO0155.in June 1991.
 KO0155
 KO0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0155.GEOID18 height accuracy estimate available here.
 KO0155
 KO0155.Click photographs - Photos may exist for this station.
 KO0155
 KO0155.The dynamic height is computed by dividing the NAVD 88
 KO0155.geopotential number by the normal gravity value computed on the
 KO0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0155.degrees latitude (g = 980.6199 gals.).
 KO0155
 KO0155.The modeled gravity was interpolated from observed gravity values.
 KO0155
 KO0155;                    North         East    Units  Estimated Accuracy
 KO0155;SPC UT C     - 2,077,600.      426,160.      MT  (+/- 180 meters Scaled)
 KO0155
 KO0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ829208(NAD 83)
 KO0155
 KO0155                          SUPERSEDED SURVEY CONTROL
 KO0155
 KO0155  NGVD 29 (??/??/92) 1488.667  (m)         4884.07   (f) ADJ UNCH    2 0
 KO0155
 KO0155.Superseded values are not recommended for survey control.
 KO0155
 KO0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0155.See file dsdata.pdf to determine how the superseded data were derived.
 KO0155
 KO0155_MARKER: DB = BENCH MARK DISK
 KO0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0155_STAMPING: B 46 1934
 KO0155_MARK LOGO: CGS
 KO0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0155+STABILITY: SURFACE MOTION
 KO0155
 KO0155  HISTORY     - Date     Condition        Report By
 KO0155  HISTORY     - 1934     MONUMENTED       CGS
 KO0155
 KO0155                          STATION DESCRIPTION
 KO0155
 KO0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0155'5.8 MI NW FROM FILLMORE.
 KO0155'ABOUT 5.8 MILES NORTHWEST ALONG THE LOS ANGELES AND SALT LAKE RAILROAD
 KO0155'FROM THE COURTHOUSE AT FILLMORE, MILLARD COUNTY, 18 FEET NORTH OF
 KO0155'MILEPOST 28, AND 45 FEET EAST OF THE CENTER LINE OF THE TRACK. A
 KO0155'STANDARD DISK, STAMPED B 46 1934 AND SET IN THE TOP OF A CONCRETE
 KO0155'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0138 ***********************************************************************
 JO0138  DESIGNATION -  B 48
 JO0138  PID         -  JO0138
 JO0138  STATE/COUNTY-  UT/PIUTE
 JO0138  COUNTRY     -  US
 JO0138  USGS QUAD   -  JUNCTION (2017)
 JO0138
 JO0138                         *CURRENT SURVEY CONTROL
 JO0138  ______________________________________________________________________
 JO0138* NAD 83(1986) POSITION- 38 12 29.     (N) 112 11 24.     (W)   SCALED
 JO0138* NAVD 88 ORTHO HEIGHT -  1833.662 (meters)     6015.94  (feet) ADJUSTED
 JO0138  ______________________________________________________________________
 JO0138  GEOID HEIGHT    -        -19.181 (meters)                     GEOID18
 JO0138  DYNAMIC HEIGHT  -       1831.557 (meters)     6009.03  (feet) COMP
 JO0138  MODELED GRAVITY -    979,416.5   (mgal)                       NAVD 88
 JO0138
 JO0138  VERT ORDER      -  SECOND    CLASS 0
 JO0138
 JO0138.The horizontal coordinates were scaled from a map and have
 JO0138.an estimated accuracy of +/- 6 seconds.
 JO0138
 JO0138.The orthometric height was determined by differential leveling and
 JO0138.adjusted by the NATIONAL GEODETIC SURVEY
 JO0138.in June 1991.
 JO0138
 JO0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0138.GEOID18 height accuracy estimate available here.
 JO0138
 JO0138.Click photographs - Photos may exist for this station.
 JO0138
 JO0138.The dynamic height is computed by dividing the NAVD 88
 JO0138.geopotential number by the normal gravity value computed on the
 JO0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0138.degrees latitude (g = 980.6199 gals.).
 JO0138
 JO0138.The modeled gravity was interpolated from observed gravity values.
 JO0138
 JO0138;                    North         East    Units  Estimated Accuracy
 JO0138;SPC UT S     - 3,171,300.      439,570.      MT  (+/- 180 meters Scaled)
 JO0138
 JO0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH958295(NAD 83)
 JO0138
 JO0138                          SUPERSEDED SURVEY CONTROL
 JO0138
 JO0138  NGVD 29 (??/??/92) 1832.435  (m)         6011.91   (f) ADJ UNCH    2 0
 JO0138
 JO0138.Superseded values are not recommended for survey control.
 JO0138
 JO0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0138.See file dsdata.pdf to determine how the superseded data were derived.
 JO0138
 JO0138_MARKER: DB = BENCH MARK DISK
 JO0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0138_STAMPING: B 48 1934
 JO0138_MARK LOGO: CGS
 JO0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0138+STABILITY: SURFACE MOTION
 JO0138
 JO0138  HISTORY     - Date     Condition        Report By
 JO0138  HISTORY     - 1934     MONUMENTED       CGS
 JO0138  HISTORY     - 1966     GOOD             USGS
 JO0138
 JO0138                          STATION DESCRIPTION
 JO0138
 JO0138'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 JO0138'1.4 MI E FROM JUNCTION.
 JO0138'1.4 MILES EAST ALONG STATE HIGHWAY 22 FROM THE JUNCTION WITH U.S.
 JO0138'HIGHWAY 89, 85 FEET WEST OF AN IRRIGATION DITCH THAT CROSSES THE
 JO0138'HIGHWAY, 27 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND AT THE
 JO0138'FOOT OF A POWER TRANSMISSION POLE.  A STANDARD DISK STAMPED B 48 1934
 JO0138'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK APPEARS TO
 JO0138'HAVE BEEN MOVED WHEN THE HIGHWAY WAS RECONSTRUCTED AS IT IS ABOUT 60
 JO0138'FEET SOUTH OF THE OLD HIGHWAY
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0215 ***********************************************************************
 JO0215  DESIGNATION -  B 5
 JO0215  PID         -  JO0215
 JO0215  STATE/COUNTY-  UT/BEAVER
 JO0215  COUNTRY     -  US
 JO0215  USGS QUAD   -  READ (2017)
 JO0215
 JO0215                         *CURRENT SURVEY CONTROL
 JO0215  ______________________________________________________________________
 JO0215* NAD 83(1986) POSITION- 38 34 34.     (N) 112 59 06.     (W)   SCALED
 JO0215* NAVD 88 ORTHO HEIGHT -  1489.856 (meters)     4887.97  (feet) POSTED
 JO0215  ______________________________________________________________________
 JO0215  GEOID HEIGHT    -        -20.727 (meters)                     GEOID18
 JO0215  DYNAMIC HEIGHT  -       1488.33  (meters)     4883.0   (feet) COMP
 JO0215  MODELED GRAVITY -    979,553.8   (mgal)                       NAVD 88
 JO0215
 JO0215  VERT ORDER      -  * POSTED, SEE BELOW
 JO0215
 JO0215.The horizontal coordinates were scaled from a map and have
 JO0215.an estimated accuracy of +/- 6 seconds.
 JO0215
 JO0215.The orthometric height was determined by differential leveling
 JO0215.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0215
 JO0215.* This is a POSTED BENCH MARK height.
 JO0215
 JO0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0215.GEOID18 height accuracy estimate available here.
 JO0215
 JO0215.Click photographs - Photos may exist for this station.
 JO0215
 JO0215.The dynamic height is computed by dividing the NAVD 88
 JO0215.geopotential number by the normal gravity value computed on the
 JO0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0215.degrees latitude (g = 980.6199 gals.).
 JO0215
 JO0215.The modeled gravity was interpolated from observed gravity values.
 JO0215
 JO0215;                    North         East    Units  Estimated Accuracy
 JO0215;SPC UT S     - 3,212,960.      370,600.      MT  (+/- 180 meters Scaled)
 JO0215
 JO0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH270716(NAD 83)
 JO0215
 JO0215                          SUPERSEDED SURVEY CONTROL
 JO0215
 JO0215  NGVD 29 (??/??/92) 1488.790  (m)         4884.47   (f) ADJ UNCH    1 2
 JO0215
 JO0215.Superseded values are not recommended for survey control.
 JO0215
 JO0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0215.See file dsdata.pdf to determine how the superseded data were derived.
 JO0215
 JO0215_MARKER: B = BOLT
 JO0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JO0215_SP_SET: CISTERN
 JO0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0215
 JO0215  HISTORY     - Date     Condition        Report By
 JO0215  HISTORY     - 1908     MONUMENTED       CGS
 JO0215  HISTORY     - 1929     GOOD             CGS
 JO0215  HISTORY     - 1970     MARK NOT FOUND   NGS
 JO0215
 JO0215                          STATION DESCRIPTION
 JO0215
 JO0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 JO0215'IN READ.
 JO0215'AT READ, BEAVER COUNTY, ON THE UNION PACIFIC RAILROAD, ABOUT 11 POLES
 JO0215'SOUTH OF MILE POLE 590, 45 FEET SOUTH OF THE STATION SIGN, IN THE
 JO0215'CONCRETE INLET TO THE SECTION-HOUSE CISTERN, AND 0.6 FOOT WEST OF THE
 JO0215'CENTER OF THE DRAIN PIPE.  A COPPER BOLT SURROUNDED BY THE LETTERS US.
 JO0215
 JO0215                          STATION RECOVERY (1970)
 JO0215
 JO0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JO0215'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0139 ***********************************************************************
 KN0139  DESIGNATION -  B 50
 KN0139  PID         -  KN0139
 KN0139  STATE/COUNTY-  UT/CARBON
 KN0139  COUNTRY     -  US
 KN0139  USGS QUAD   -  PRICE (2017)
 KN0139
 KN0139                         *CURRENT SURVEY CONTROL
 KN0139  ______________________________________________________________________
 KN0139* NAD 83(1986) POSITION- 39 35 53.6    (N) 110 48 39.0    (W)   HD_HELD2
 KN0139* NAVD 88 ORTHO HEIGHT -  1692.788 (meters)     5553.76  (feet) ADJUSTED
 KN0139  ______________________________________________________________________
 KN0139  GEOID HEIGHT    -        -16.802 (meters)                     GEOID18
 KN0139  DYNAMIC HEIGHT  -       1691.155 (meters)     5548.40  (feet) COMP
 KN0139  MODELED GRAVITY -    979,602.4   (mgal)                       NAVD 88
 KN0139
 KN0139  VERT ORDER      -  SECOND    CLASS 0
 KN0139
 KN0139.The horizontal coordinates were established by autonomous hand held GPS
 KN0139.observations and have an estimated accuracy of +/- 10 meters.
 KN0139
 KN0139.The orthometric height was determined by differential leveling and
 KN0139.adjusted by the NATIONAL GEODETIC SURVEY
 KN0139.in June 1991.
 KN0139
 KN0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0139.GEOID18 height accuracy estimate available here.
 KN0139
 KN0139.Click photographs - Photos may exist for this station.
 KN0139
 KN0139.The dynamic height is computed by dividing the NAVD 88
 KN0139.geopotential number by the normal gravity value computed on the
 KN0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0139.degrees latitude (g = 980.6199 gals.).
 KN0139
 KN0139.The modeled gravity was interpolated from observed gravity values.
 KN0139
 KN0139;                    North         East    Units  Estimated Accuracy
 KN0139;SPC UT C     - 2,140,654.      559,188.      MT  (+/- 10 meters HH2 GPS)
 KN0139
 KN0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ1624183182(NAD 83)
 KN0139
 KN0139                          SUPERSEDED SURVEY CONTROL
 KN0139
 KN0139  NGVD 29 (??/??/92) 1691.745  (m)         5550.33   (f) ADJ UNCH    2 0
 KN0139
 KN0139.Superseded values are not recommended for survey control.
 KN0139
 KN0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0139.See file dsdata.pdf to determine how the superseded data were derived.
 KN0139
 KN0139_MARKER: DB = BENCH MARK DISK
 KN0139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0139_SP_SET: WINDOW LEDGE
 KN0139_STAMPING: B 50 1934
 KN0139_MARK LOGO: CGS
 KN0139_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KN0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KN0139+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2023
 KN0139
 KN0139  HISTORY     - Date     Condition        Report By
 KN0139  HISTORY     - 1934     MONUMENTED       CGS
 KN0139  HISTORY     - 1972     GOOD             USGS
 KN0139  HISTORY     - 20031217 GOOD             NGS
 KN0139  HISTORY     - 20091022 GOOD             GEOCAC
 KN0139  HISTORY     - 20120817 GOOD             NGS
 KN0139  HISTORY     - 20190920 GOOD             NGS
 KN0139  HISTORY     - 20230909 GOOD             NGSTM
 KN0139
 KN0139                          STATION DESCRIPTION
 KN0139
 KN0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0139'IN PRICE.
 KN0139'AT PRICE, CARBON COUNTY, AT THE SOUTHEAST CORNER OF THE POST OFFICE, 2
 KN0139'FEET WEST OF THE CORNER, NEAR THE STEPS TO THE BASEMENT, AND IN THE
 KN0139'WINDOW LEDGE ABOUT LEVEL WITH THE GROUND.  A STANDARD DISK, STAMPED B
 KN0139'50 1934.
 KN0139
 KN0139                          STATION RECOVERY (1972)
 KN0139
 KN0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KN0139'THE POST OFFICE HAS BEEN ENLARGED SUCH THAT THE BM IS NOW ABOUT
 KN0139'MIDWAY ON THE SOUTH SIDE OF THE BUILDING.
 KN0139
 KN0139                          STATION RECOVERY (2003)
 KN0139
 KN0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 KN0139'STATION IS AT NORTHEAST CORNER OF CARBON ST. = UT 10 AND 100 SOUTH
 KN0139'ST., ONE BLOCK NORTH OF RAILROAD AND A FEW BLOCKS SOUTHOF UT 55 AND
 KN0139'BUSINESS LOOP US 6.  THIS IS GRAVITY BASE STATION 'PRICE B' = DOD
 KN0139'4025-1 = IGB 12090B.
 KN0139
 KN0139                          STATION RECOVERY (2009)
 KN0139
 KN0139'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 KN0139'RECOVERED IN GOOD CONDITION.
 KN0139
 KN0139                          STATION RECOVERY (2012)
 KN0139
 KN0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2012 (DW)
 KN0139'RECOVERED IN GOOD CONDITION.
 KN0139
 KN0139                          STATION RECOVERY (2019)
 KN0139
 KN0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (DW)
 KN0139'RECOVERED IN GOOD CONDITION.
 KN0139
 KN0139                          STATION RECOVERY (2023)
 KN0139
 KN0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2023 (DW)
 KN0139'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0137 ***********************************************************************
 KN0137  DESIGNATION -  B 51
 KN0137  PID         -  KN0137
 KN0137  STATE/COUNTY-  UT/CARBON
 KN0137  COUNTRY     -  US
 KN0137  USGS QUAD   -  PRICE (2017)
 KN0137
 KN0137                         *CURRENT SURVEY CONTROL
 KN0137  ______________________________________________________________________
 KN0137* NAD 83(1986) POSITION- 39 33 30.     (N) 110 48 57.     (W)   SCALED
 KN0137* NAVD 88 ORTHO HEIGHT -  1717.191 (meters)     5633.82  (feet) ADJUSTED
 KN0137  ______________________________________________________________________
 KN0137  GEOID HEIGHT    -        -16.922 (meters)                     GEOID18
 KN0137  DYNAMIC HEIGHT  -       1715.528 (meters)     5628.36  (feet) COMP
 KN0137  MODELED GRAVITY -    979,597.0   (mgal)                       NAVD 88
 KN0137
 KN0137  VERT ORDER      -  SECOND    CLASS 0
 KN0137
 KN0137.The horizontal coordinates were scaled from a map and have
 KN0137.an estimated accuracy of +/- 6 seconds.
 KN0137
 KN0137.The orthometric height was determined by differential leveling and
 KN0137.adjusted by the NATIONAL GEODETIC SURVEY
 KN0137.in June 1991.
 KN0137
 KN0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0137.GEOID18 height accuracy estimate available here.
 KN0137
 KN0137.Click photographs - Photos may exist for this station.
 KN0137
 KN0137.The dynamic height is computed by dividing the NAVD 88
 KN0137.geopotential number by the normal gravity value computed on the
 KN0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0137.degrees latitude (g = 980.6199 gals.).
 KN0137
 KN0137.The modeled gravity was interpolated from observed gravity values.
 KN0137
 KN0137;                    North         East    Units  Estimated Accuracy
 KN0137;SPC UT C     - 2,136,220.      558,790.      MT  (+/- 180 meters Scaled)
 KN0137
 KN0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ158787(NAD 83)
 KN0137
 KN0137                          SUPERSEDED SURVEY CONTROL
 KN0137
 KN0137  NGVD 29 (??/??/92) 1716.146  (m)         5630.39   (f) ADJ UNCH    2 0
 KN0137
 KN0137.Superseded values are not recommended for survey control.
 KN0137
 KN0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0137.See file dsdata.pdf to determine how the superseded data were derived.
 KN0137
 KN0137_MARKER: DB = BENCH MARK DISK
 KN0137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0137_SP_SET: BRIDGE
 KN0137_STAMPING: B 51 1934
 KN0137_MARK LOGO: CGS
 KN0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0137+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2019
 KN0137
 KN0137  HISTORY     - Date     Condition        Report By
 KN0137  HISTORY     - 1934     MONUMENTED       CGS
 KN0137  HISTORY     - 20190920 GOOD             NGS
 KN0137
 KN0137                          STATION DESCRIPTION
 KN0137
 KN0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0137'3.0 MI SE FROM PRICE.
 KN0137'ABOUT 3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 KN0137'AT PRICE, CARBON COUNTY, AT A CONCRETE BRIDGE OVER AN IRRIGATION
 KN0137'CANAL, IN THE SOUTHEAST WING, 11 FEET EAST OF THE CENTER LINE OF THE
 KN0137'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED B
 KN0137'51 1934.
 KN0137
 KN0137                          STATION RECOVERY (2019)
 KN0137
 KN0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (DW)
 KN0137'THE STATION IS ON A SMALL BRIDGE OF OLD ALIGNMENT OF UT 10.  BRIDGE IS
 KN0137'AN ABANDONED STEEL TRUSS AND CONCRETE STRUCTURE SUPPORTING PIPES.  IT
 KN0137'IS JUST NORTHEAST OF OF S. FAIRGROUNDS ROAD AND BEHIND A THREE-STORY,
 KN0137'YELLOW HOUSE AND ABOUT 380 M (1246.7 FT) WEST-NORTHWEST OF CURRENT UT
 KN0137'10 BRIDGE OVER PRICE RIVER.  THE DISK IS ABOUT 8 M (26.2 FT) SOUTHEAST
 KN0137'OF THE CENTER OF THE ROADWAY, ON THE NORTHEAST END OF THE BRIDGE, ON
 KN0137'THE SOUTHEAST RETAINING WALL AND ABOUT 2 M (6.6 FT) NORTHEAST OF ANGLE
 KN0137'IN THE WALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0017 ***********************************************************************
 KN0017  DESIGNATION -  B 52
 KN0017  PID         -  KN0017
 KN0017  STATE/COUNTY-  UT/CARBON
 KN0017  COUNTRY     -  US
 KN0017  USGS QUAD   -  WOOD CANYON (2017)
 KN0017
 KN0017                         *CURRENT SURVEY CONTROL
 KN0017  ______________________________________________________________________
 KN0017* NAD 83(1986) POSITION- 39 46 35.     (N) 110 29 11.     (W)   SCALED
 KN0017* NAVD 88 ORTHO HEIGHT -  2077.078 (meters)     6814.55  (feet) ADJUSTED
 KN0017  ______________________________________________________________________
 KN0017  GEOID HEIGHT    -        -16.538 (meters)                     GEOID18
 KN0017  DYNAMIC HEIGHT  -       2074.901 (meters)     6807.40  (feet) COMP
 KN0017  MODELED GRAVITY -    979,504.4   (mgal)                       NAVD 88
 KN0017
 KN0017  VERT ORDER      -  SECOND    CLASS 0
 KN0017
 KN0017.The horizontal coordinates were scaled from a map and have
 KN0017.an estimated accuracy of +/- 6 seconds.
 KN0017
 KN0017.The orthometric height was determined by differential leveling and
 KN0017.adjusted by the NATIONAL GEODETIC SURVEY
 KN0017.in June 1991.
 KN0017
 KN0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0017.GEOID18 height accuracy estimate available here.
 KN0017
 KN0017.Click photographs - Photos may exist for this station.
 KN0017
 KN0017.The dynamic height is computed by dividing the NAVD 88
 KN0017.geopotential number by the normal gravity value computed on the
 KN0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0017.degrees latitude (g = 980.6199 gals.).
 KN0017
 KN0017.The modeled gravity was interpolated from observed gravity values.
 KN0017
 KN0017;                    North         East    Units  Estimated Accuracy
 KN0017;SPC UT C     - 2,160,700.      586,830.      MT  (+/- 180 meters Scaled)
 KN0017
 KN0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK439030(NAD 83)
 KN0017
 KN0017                          SUPERSEDED SURVEY CONTROL
 KN0017
 KN0017  NGVD 29 (??/??/92) 2075.789  (m)         6810.32   (f) ADJ UNCH    2 0
 KN0017
 KN0017.Superseded values are not recommended for survey control.
 KN0017
 KN0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0017.See file dsdata.pdf to determine how the superseded data were derived.
 KN0017
 KN0017_MARKER: DB = BENCH MARK DISK
 KN0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0017_STAMPING: B 52 1934
 KN0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0017+STABILITY: SURFACE MOTION
 KN0017
 KN0017  HISTORY     - Date     Condition        Report By
 KN0017  HISTORY     - 1934     MONUMENTED       CGS
 KN0017
 KN0017                          STATION DESCRIPTION
 KN0017
 KN0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0017'3.9 MI E FROM WELLINGTON.
 KN0017'ABOUT 3.9 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE DENVER AND RIO
 KN0017'GRANDE WESTERN RAILROAD STATION AT WELLINGTON, CARBON COUNTY, THENCE
 KN0017'ABOUT 20.7 MILES NORTHEAST ALONG STATE HIGHWAY 53.  ABOUT 9.8 MILES
 KN0017'NORTHEAST OF THE NINE MILE COAL MINE, ABOUT 0.8 MILE NORTH OF A RANCH
 KN0017'HOUSE, ABOUT 0.2 MILE SOUTH OF ANOTHER RANCH HOUSE, NEAR A ROCK LEDGE,
 KN0017'AND 15 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 KN0017'STAMPED B 52 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0061 ***********************************************************************
 LO0061  DESIGNATION -  B 53
 LO0061  PID         -  LO0061
 LO0061  STATE/COUNTY-  UT/DUCHESNE
 LO0061  COUNTRY     -  US
 LO0061  USGS QUAD   -  DUCHESNE (2017)
 LO0061
 LO0061                         *CURRENT SURVEY CONTROL
 LO0061  ______________________________________________________________________
 LO0061* NAD 83(1986) POSITION- 40 09 47.     (N) 110 24 36.     (W)   SCALED
 LO0061* NAVD 88 ORTHO HEIGHT -  1683.935 (meters)     5524.71  (feet) ADJUSTED
 LO0061  ______________________________________________________________________
 LO0061  GEOID HEIGHT    -        -17.165 (meters)                     GEOID18
 LO0061  DYNAMIC HEIGHT  -       1682.306 (meters)     5519.37  (feet) COMP
 LO0061  MODELED GRAVITY -    979,599.9   (mgal)                       NAVD 88
 LO0061
 LO0061  VERT ORDER      -  SECOND    CLASS 0
 LO0061
 LO0061.The horizontal coordinates were scaled from a map and have
 LO0061.an estimated accuracy of +/- 6 seconds.
 LO0061
 LO0061.The orthometric height was determined by differential leveling and
 LO0061.adjusted by the NATIONAL GEODETIC SURVEY
 LO0061.in June 1991.
 LO0061
 LO0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0061.GEOID18 height accuracy estimate available here.
 LO0061
 LO0061.Click photographs - Photos may exist for this station.
 LO0061
 LO0061.The dynamic height is computed by dividing the NAVD 88
 LO0061.geopotential number by the normal gravity value computed on the
 LO0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0061.degrees latitude (g = 980.6199 gals.).
 LO0061
 LO0061.The modeled gravity was interpolated from observed gravity values.
 LO0061
 LO0061;                    North         East    Units  Estimated Accuracy
 LO0061;SPC UT C     - 2,203,700.      592,850.      MT  (+/- 180 meters Scaled)
 LO0061
 LO0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK502460(NAD 83)
 LO0061
 LO0061                          SUPERSEDED SURVEY CONTROL
 LO0061
 LO0061.No superseded survey control is available for this station.
 LO0061
 LO0061_MARKER: DB = BENCH MARK DISK
 LO0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0061_SP_SET: CULVERT
 LO0061_STAMPING: B 53 1934
 LO0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0061
 LO0061  HISTORY     - Date     Condition        Report By
 LO0061  HISTORY     - 1934     MONUMENTED       CGS
 LO0061  HISTORY     - 1962     GOOD             CGS
 LO0061
 LO0061                          STATION DESCRIPTION
 LO0061
 LO0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0061'0.45 MI W FROM DUCHESNE.
 LO0061'0.45 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF STATE
 LO0061'HIGHWAY 35 AT DUCHESNE, 0.55 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE
 LO0061'POST OFFICE, AT THE WEST CITY LIMITS, IN THE TOP OF THE CENTER OF THE
 LO0061'SOUTH CONCRETE HEAD WALL OF A 2 BY 2 FOOT CONCRETE BOX CULVERT, 17
 LO0061'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 LO0061'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0430 ***********************************************************************
 LO0430  DESIGNATION -  B 54
 LO0430  PID         -  LO0430
 LO0430  STATE/COUNTY-  UT/WASATCH
 LO0430  COUNTRY     -  US
 LO0430  USGS QUAD   -  STRAWBERRY RESERVOIR NW (2017)
 LO0430
 LO0430                         *CURRENT SURVEY CONTROL
 LO0430  ______________________________________________________________________
 LO0430* NAD 83(1986) POSITION- 40 10 57.     (N) 111 11 03.     (W)   SCALED
 LO0430* NAVD 88 ORTHO HEIGHT -  2325.244 (meters)     7628.74  (feet) ADJUSTED
 LO0430  ______________________________________________________________________
 LO0430  GEOID HEIGHT    -        -15.733 (meters)                     GEOID18
 LO0430  DYNAMIC HEIGHT  -       2322.773 (meters)     7620.63  (feet) COMP
 LO0430  MODELED GRAVITY -    979,479.4   (mgal)                       NAVD 88
 LO0430
 LO0430  VERT ORDER      -  SECOND    CLASS 0
 LO0430
 LO0430.The horizontal coordinates were scaled from a map and have
 LO0430.an estimated accuracy of +/- 6 seconds.
 LO0430
 LO0430.The orthometric height was determined by differential leveling and
 LO0430.adjusted by the NATIONAL GEODETIC SURVEY
 LO0430.in June 1991.
 LO0430
 LO0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0430.GEOID18 height accuracy estimate available here.
 LO0430
 LO0430.Click photographs - Photos may exist for this station.
 LO0430
 LO0430.The dynamic height is computed by dividing the NAVD 88
 LO0430.geopotential number by the normal gravity value computed on the
 LO0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0430.degrees latitude (g = 980.6199 gals.).
 LO0430
 LO0430.The modeled gravity was interpolated from observed gravity values.
 LO0430
 LO0430;                    North         East    Units  Estimated Accuracy
 LO0430;SPC UT C     - 2,205,340.      526,900.      MT  (+/- 180 meters Scaled)
 LO0430
 LO0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK843480(NAD 83)
 LO0430
 LO0430                          SUPERSEDED SURVEY CONTROL
 LO0430
 LO0430  NGVD 29 (??/??/92) 2323.846  (m)         7624.15   (f) ADJ UNCH    2 0
 LO0430
 LO0430.Superseded values are not recommended for survey control.
 LO0430
 LO0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0430.See file dsdata.pdf to determine how the superseded data were derived.
 LO0430
 LO0430_MARKER: DB = BENCH MARK DISK
 LO0430_SETTING: 66 = SET IN ROCK OUTCROP
 LO0430_STAMPING: B 54 1934
 LO0430_MARK LOGO: CGS
 LO0430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0430+STABILITY: POSITION/ELEVATION WELL
 LO0430
 LO0430  HISTORY     - Date     Condition        Report By
 LO0430  HISTORY     - 1934     MONUMENTED       CGS
 LO0430  HISTORY     - 19891101 GOOD             USGS
 LO0430
 LO0430                          STATION DESCRIPTION
 LO0430
 LO0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0430'22.8 MI W FROM FRUITLAND.
 LO0430'IN WASATCH COUNTY, 22.8 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0430'OFFICE AT FRUITLAND, DUCHESNE COUNTY, THENCE 4.2 MILES SOUTH ALONG THE
 LO0430'ROAD LEADING TO THISTLE.  NEAR THE WEST PORTAL OF STRAWBERRY
 LO0430'RESERVOIR, 33 FEET EAST OF THE CENTER LINE OF THE ROAD, IN AN OUTCROP
 LO0430'OF ROCK, 8 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED B 54
 LO0430'1934.
 LO0430
 LO0430                          STATION RECOVERY (1989)
 LO0430
 LO0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (JLD)
 LO0430'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0493 ***********************************************************************
 LO0493  DESIGNATION -  B 55
 LO0493  PID         -  LO0493
 LO0493  STATE/COUNTY-  UT/UTAH
 LO0493  COUNTRY     -  US
 LO0493  USGS QUAD   -  WEST MOUNTAIN (2017)
 LO0493
 LO0493                         *CURRENT SURVEY CONTROL
 LO0493  ______________________________________________________________________
 LO0493* NAD 83(1986) POSITION- 40 02 37.     (N) 111 45 32.     (W)   SCALED
 LO0493* NAVD 88 ORTHO HEIGHT -  1404.171 (meters)     4606.85  (feet) ADJUSTED
 LO0493  ______________________________________________________________________
 LO0493  GEOID HEIGHT    -        -17.478 (meters)                     GEOID18
 LO0493  DYNAMIC HEIGHT  -       1402.933 (meters)     4602.79  (feet) COMP
 LO0493  MODELED GRAVITY -    979,695.5   (mgal)                       NAVD 88
 LO0493
 LO0493  VERT ORDER      -  SECOND    CLASS 0
 LO0493
 LO0493.The horizontal coordinates were scaled from a map and have
 LO0493.an estimated accuracy of +/- 6 seconds.
 LO0493
 LO0493.The orthometric height was determined by differential leveling and
 LO0493.adjusted by the NATIONAL GEODETIC SURVEY
 LO0493.in June 1991.
 LO0493
 LO0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0493.GEOID18 height accuracy estimate available here.
 LO0493
 LO0493.Click photographs - Photos may exist for this station.
 LO0493
 LO0493.The dynamic height is computed by dividing the NAVD 88
 LO0493.geopotential number by the normal gravity value computed on the
 LO0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0493.degrees latitude (g = 980.6199 gals.).
 LO0493
 LO0493.The modeled gravity was interpolated from observed gravity values.
 LO0493
 LO0493;                    North         East    Units  Estimated Accuracy
 LO0493;SPC UT C     - 2,189,910.      477,910.      MT  (+/- 180 meters Scaled)
 LO0493
 LO0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK352328(NAD 83)
 LO0493
 LO0493                          SUPERSEDED SURVEY CONTROL
 LO0493
 LO0493  NGVD 29 (??/??/92) 1403.136  (m)         4603.46   (f) ADJ UNCH    2 0
 LO0493
 LO0493.Superseded values are not recommended for survey control.
 LO0493
 LO0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0493.See file dsdata.pdf to determine how the superseded data were derived.
 LO0493
 LO0493_MARKER: DB = BENCH MARK DISK
 LO0493_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LO0493_SP_SET: CULVERT
 LO0493_STAMPING: B 55 1934
 LO0493_MARK LOGO: CGS
 LO0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0493
 LO0493  HISTORY     - Date     Condition        Report By
 LO0493  HISTORY     - 1934     MONUMENTED       CGS
 LO0493  HISTORY     - 19900401 MARK NOT FOUND   USGS
 LO0493
 LO0493                          STATION DESCRIPTION
 LO0493
 LO0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0493'IN PAYSON.
 LO0493'AT PAYSON, UTAH COUNTY, ABOUT 100 FEET NORTHEAST OF THE LOS ANGELES
 LO0493'AND SALT LAKE RAILROAD STATION, AT A COUNTY ROAD CROSSING, 12 FEET
 LO0493'NORTH OF THE CENTER LINE OF THE ROAD, 42 FEET SOUTHEAST OF THE CENTER
 LO0493'LINE OF THE TRACK, AT A CULVERT, AND IN THE TOP OF THE HEAD WALL.  A
 LO0493'STANDARD DISK, STAMPED B 55 1934.
 LO0493
 LO0493                          STATION RECOVERY (1990)
 LO0493
 LO0493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SB)
 LO0493'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0336 ***********************************************************************
 KN0336  DESIGNATION -  B 56
 KN0336  PID         -  KN0336
 KN0336  STATE/COUNTY-  UT/UTAH
 KN0336  COUNTRY     -  US
 KN0336  USGS QUAD   -  SANTAQUIN (2017)
 KN0336
 KN0336                         *CURRENT SURVEY CONTROL
 KN0336  ______________________________________________________________________
 KN0336* NAD 83(1986) POSITION- 39 57 36.12   (N) 111 52 07.28   (W)   HD_HELD1
 KN0336* NAVD 88 ORTHO HEIGHT -  1378.246 (meters)     4521.80  (feet) ADJUSTED
 KN0336  ______________________________________________________________________
 KN0336  GEOID HEIGHT    -        -17.609 (meters)                     GEOID18
 KN0336  DYNAMIC HEIGHT  -       1377.021 (meters)     4517.78  (feet) COMP
 KN0336  MODELED GRAVITY -    979,690.3   (mgal)                       NAVD 88
 KN0336
 KN0336  VERT ORDER      -  SECOND    CLASS 0
 KN0336
 KN0336.The horizontal coordinates were determined by differentially corrected
 KN0336.hand held GPS observations or other comparable positioning techniques
 KN0336.and have an estimated accuracy of +/- 3 meters.
 KN0336
 KN0336.The orthometric height was determined by differential leveling and
 KN0336.adjusted by the NATIONAL GEODETIC SURVEY
 KN0336.in June 1991.
 KN0336
 KN0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0336.GEOID18 height accuracy estimate available here.
 KN0336
 KN0336.Click photographs - Photos may exist for this station.
 KN0336
 KN0336.The dynamic height is computed by dividing the NAVD 88
 KN0336.geopotential number by the normal gravity value computed on the
 KN0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0336.degrees latitude (g = 980.6199 gals.).
 KN0336
 KN0336.The modeled gravity was interpolated from observed gravity values.
 KN0336
 KN0336;                    North         East    Units  Estimated Accuracy
 KN0336;SPC UT C     - 2,180,659.0     468,501.1     MT  (+/- 3 meters HH1 GPS) 
 KN0336
 KN0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK2580523682(NAD 83)
 KN0336
 KN0336                          SUPERSEDED SURVEY CONTROL
 KN0336
 KN0336  NGVD 29 (??/??/92) 1377.179  (m)         4518.29   (f) ADJ UNCH    2 0
 KN0336
 KN0336.Superseded values are not recommended for survey control.
 KN0336
 KN0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0336.See file dsdata.pdf to determine how the superseded data were derived.
 KN0336
 KN0336_MARKER: DB = BENCH MARK DISK
 KN0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0336_STAMPING: B 56 1934
 KN0336_MARK LOGO: CGS
 KN0336_PROJECTION: FLUSH
 KN0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0336+STABILITY: SURFACE MOTION
 KN0336
 KN0336  HISTORY     - Date     Condition        Report By
 KN0336  HISTORY     - 1934     MONUMENTED       CGS
 KN0336
 KN0336                          STATION DESCRIPTION
 KN0336
 KN0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0336'1.6 MI E FROM GOSHEN.
 KN0336'ABOUT 1.6 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0336'FROM THE STATION AT GOSHEN, UTAH COUNTY, AT A HIGHWAY CROSSING, 45
 KN0336'FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ON THE RIGHT-OF-WAY
 KN0336'LINE.  A STANDARD DISK, STAMPED B 56 1934 AND SET IN THE TOP OF A
 KN0336'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0119 ***********************************************************************
 HO0119  DESIGNATION -  B 57
 HO0119  PID         -  HO0119
 HO0119  STATE/COUNTY-  UT/KANE
 HO0119  COUNTRY     -  US
 HO0119  USGS QUAD   -  KANAB (2017)
 HO0119
 HO0119                         *CURRENT SURVEY CONTROL
 HO0119  ______________________________________________________________________
 HO0119* NAD 83(1986) POSITION- 37 02 54.4    (N) 112 31 42.9    (W)   HD_HELD2
 HO0119* NAVD 88 ORTHO HEIGHT -  1515.450 (meters)     4971.94  (feet) ADJUSTED
 HO0119  ______________________________________________________________________
 HO0119  GEOID HEIGHT    -        -22.036 (meters)                     GEOID18
 HO0119  DYNAMIC HEIGHT  -       1513.723 (meters)     4966.27  (feet) COMP
 HO0119  MODELED GRAVITY -    979,437.8   (mgal)                       NAVD 88
 HO0119
 HO0119  VERT ORDER      -  FIRST     CLASS II
 HO0119
 HO0119.The horizontal coordinates were established by autonomous hand held GPS
 HO0119.observations and have an estimated accuracy of +/- 10 meters.
 HO0119
 HO0119.The orthometric height was determined by differential leveling and
 HO0119.adjusted by the NATIONAL GEODETIC SURVEY
 HO0119.in June 1991.
 HO0119
 HO0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0119.GEOID18 height accuracy estimate available here.
 HO0119
 HO0119.Click photographs - Photos may exist for this station.
 HO0119
 HO0119.The dynamic height is computed by dividing the NAVD 88
 HO0119.geopotential number by the normal gravity value computed on the
 HO0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0119.degrees latitude (g = 980.6199 gals.).
 HO0119
 HO0119.The modeled gravity was interpolated from observed gravity values.
 HO0119
 HO0119;                    North         East    Units  Estimated Accuracy
 HO0119;SPC UT S     - 3,042,874.      408,501.      MT  (+/- 10 meters HH2 GPS)
 HO0119
 HO0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG6407401339(NAD 83)
 HO0119
 HO0119                          SUPERSEDED SURVEY CONTROL
 HO0119
 HO0119  NGVD 29 (??/??/92) 1514.541  (m)         4968.96   (f) ADJ UNCH    1 2
 HO0119
 HO0119.Superseded values are not recommended for survey control.
 HO0119
 HO0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0119.See file dsdata.pdf to determine how the superseded data were derived.
 HO0119
 HO0119_MARKER: DB = BENCH MARK DISK
 HO0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HO0119_SP_SET: BUILDING
 HO0119_STAMPING: B 57 1934
 HO0119_MARK LOGO: CGS
 HO0119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0119+STABILITY: POSITION/ELEVATION WELL
 HO0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HO0119+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2016
 HO0119
 HO0119  HISTORY     - Date     Condition        Report By
 HO0119  HISTORY     - 1934     MONUMENTED       CGS
 HO0119  HISTORY     - 1962     GOOD             CGS
 HO0119  HISTORY     - 1983     GOOD             NGS
 HO0119  HISTORY     - 20120610 GOOD             GEOCAC
 HO0119  HISTORY     - 20140810 GOOD             GEOCAC
 HO0119  HISTORY     - 20160521 GOOD             GEOCAC
 HO0119
 HO0119                          STATION DESCRIPTION
 HO0119
 HO0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0119'IN KANAB.
 HO0119'AT THE LATTER DAY SAINTS CHURCH IN KANAB, ABOUT 0.1 MILE SOUTH OF THE
 HO0119'COURTHOUSE, 101 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 89, 96
 HO0119'FEET WEST OF THE CENTER LINE OF MAIN STREET, 6.1 FEET NORTH OF THE
 HO0119'SOUTHEAST CORNER OF THE CHURCH, 0.6 FEET SOUTH OF THE SOUTH EDGE OF
 HO0119'THE FIRST WINDOW NORTH OF THE SOUTHWEST CORNER OF THE CHURCH, ABOUT 2
 HO0119'FEET ABOVE THE GROUND, AND SET VERTICALLY IN THE EAST WALL OF THE
 HO0119'CHURCH.
 HO0119
 HO0119                          STATION RECOVERY (1983)
 HO0119
 HO0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0119'RECOVERED IN GOOD CONDITION.
 HO0119
 HO0119                          STATION RECOVERY (2012)
 HO0119
 HO0119'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0119'RECOVERED IN GOOD CONDITION, AS DESCRIBED. THE BUILDING IS BEING
 HO0119'RECONSTRUCTED, BUT IT APPEARS THE MARK WILL BE PRESERVED.
 HO0119
 HO0119                          STATION RECOVERY (2014)
 HO0119
 HO0119'RECOVERY NOTE BY GEOCACHING 2014 (LPC)
 HO0119'RECOVERED IN GOOD CONDITION.
 HO0119
 HO0119                          STATION RECOVERY (2016)
 HO0119
 HO0119'RECOVERY NOTE BY GEOCACHING 2016 (BDH)
 HO0119'AS DESCRIBED EXCEPT BUILDING IS NOW FAMILY HISTORY CENTER AND NEW
 HO0119'CHURCH IS TO ITS WEST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0370 ***********************************************************************
 MS0370  DESIGNATION -  B 59
 MS0370  PID         -  MS0370
 MS0370  STATE/COUNTY-  UT/BOX ELDER
 MS0370  COUNTRY     -  US
 MS0370  USGS QUAD   -  LUCIN NW (2017)
 MS0370
 MS0370                         *CURRENT SURVEY CONTROL
 MS0370  ______________________________________________________________________
 MS0370* NAD 83(1986) POSITION- 41 23 07.     (N) 113 53 49.     (W)   SCALED
 MS0370* NAVD 88 ORTHO HEIGHT -  1405.339 (meters)     4610.68  (feet) ADJUSTED
 MS0370  ______________________________________________________________________
 MS0370  GEOID HEIGHT    -        -16.676 (meters)                     GEOID18
 MS0370  DYNAMIC HEIGHT  -       1404.339 (meters)     4607.40  (feet) COMP
 MS0370  MODELED GRAVITY -    979,862.5   (mgal)                       NAVD 88
 MS0370
 MS0370  VERT ORDER      -  FIRST     CLASS II
 MS0370
 MS0370.The horizontal coordinates were scaled from a map and have
 MS0370.an estimated accuracy of +/- 6 seconds.
 MS0370
 MS0370.The orthometric height was determined by differential leveling and
 MS0370.adjusted by the NATIONAL GEODETIC SURVEY
 MS0370.in June 1991.
 MS0370
 MS0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0370.GEOID18 height accuracy estimate available here.
 MS0370
 MS0370.Click photographs - Photos may exist for this station.
 MS0370
 MS0370.The dynamic height is computed by dividing the NAVD 88
 MS0370.geopotential number by the normal gravity value computed on the
 MS0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0370.degrees latitude (g = 980.6199 gals.).
 MS0370
 MS0370.The modeled gravity was interpolated from observed gravity values.
 MS0370
 MS0370;                    North         East    Units  Estimated Accuracy
 MS0370;SPC UT N     - 1,119,580.      299,550.      MT  (+/- 180 meters Scaled)
 MS0370
 MS0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL577855(NAD 83)
 MS0370
 MS0370                          SUPERSEDED SURVEY CONTROL
 MS0370
 MS0370  NGVD 29 (??/??/92) 1404.320  (m)         4607.34   (f) ADJ UNCH    1 2
 MS0370
 MS0370.Superseded values are not recommended for survey control.
 MS0370
 MS0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0370.See file dsdata.pdf to determine how the superseded data were derived.
 MS0370
 MS0370_MARKER: DB = BENCH MARK DISK
 MS0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0370_STAMPING: B 59 1934
 MS0370_MARK LOGO: CGS
 MS0370_PROJECTION: FLUSH
 MS0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0370+STABILITY: SURFACE MOTION
 MS0370
 MS0370  HISTORY     - Date     Condition        Report By
 MS0370  HISTORY     - 1934     MONUMENTED       CGS
 MS0370  HISTORY     - 1953     GOOD             CGS
 MS0370  HISTORY     - 1984     GOOD             NGS
 MS0370
 MS0370                          STATION DESCRIPTION
 MS0370
 MS0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0370'2.8 MI N FROM LUCIN.
 MS0370'2.8 MILES NORTH ALONG STATE HIGHWAY 70 FROM THE POST OFFICE (FORMER
 MS0370'SOUTHERN PACIFIC COMPANY RAILROAD STATION) AT LUCIN, ABOUT 150 YARDS
 MS0370'NORTH OF A SMALL NORTHEAST-SOUTHWEST RIDGE CROSSING THE HIGHWAY, 482
 MS0370'FEET WEST OF A TELEPHONE LINE, 36 FEET EAST OF THE CENTER LINE OF THE
 MS0370'HIGHWAY, 1.5 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 MS0370'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 MS0370'ABOVE THE GROUND.
 MS0370
 MS0370                          STATION RECOVERY (1984)
 MS0370
 MS0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0370'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  75.62 KM
 MS0370'(47.00 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT PARK
 MS0370'VALLEY, THENCE 4.04 KM (2.51 MI) SOUTH ALONG A DIRT ROAD, ACROSS THE
 MS0370'ROAD FROM A LOW CUT AND 1.97 KM (1.23 MI) NORTH OF A CURVE,
 MS0370'11.0 METERS (36 FT) EAST OF THE CENTER OF THE ROAD.
 MS0370'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MS0370'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0297 ***********************************************************************
 LN0297  DESIGNATION -  B 64
 LN0297  PID         -  LN0297
 LN0297  STATE/COUNTY-  UT/UINTAH
 LN0297  COUNTRY     -  US
 LN0297  USGS QUAD   -  VERNAL NE (2017)
 LN0297
 LN0297                         *CURRENT SURVEY CONTROL
 LN0297  ______________________________________________________________________
 LN0297* NAD 83(1986) POSITION- 40 25 56.     (N) 109 34 33.     (W)   SCALED
 LN0297* NAVD 88 ORTHO HEIGHT -  1705.984 (meters)     5597.05  (feet) ADJUSTED
 LN0297  ______________________________________________________________________
 LN0297  GEOID HEIGHT    -        -16.898 (meters)                     GEOID18
 LN0297  DYNAMIC HEIGHT  -       1704.381 (meters)     5591.79  (feet) COMP
 LN0297  MODELED GRAVITY -    979,626.5   (mgal)                       NAVD 88
 LN0297
 LN0297  VERT ORDER      -  FIRST     CLASS II
 LN0297
 LN0297.The horizontal coordinates were scaled from a map and have
 LN0297.an estimated accuracy of +/- 6 seconds.
 LN0297
 LN0297.The orthometric height was determined by differential leveling and
 LN0297.adjusted by the NATIONAL GEODETIC SURVEY
 LN0297.in June 1991.
 LN0297
 LN0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0297.GEOID18 height accuracy estimate available here.
 LN0297
 LN0297.Click photographs - Photos may exist for this station.
 LN0297
 LN0297.The dynamic height is computed by dividing the NAVD 88
 LN0297.geopotential number by the normal gravity value computed on the
 LN0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0297.degrees latitude (g = 980.6199 gals.).
 LN0297
 LN0297.The modeled gravity was interpolated from observed gravity values.
 LN0297
 LN0297;                    North         East    Units  Estimated Accuracy
 LN0297;SPC UT C     - 2,234,780.      663,250.      MT  (+/- 180 meters Scaled)
 LN0297
 LN0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK207767(NAD 83)
 LN0297
 LN0297                          SUPERSEDED SURVEY CONTROL
 LN0297
 LN0297  NGVD 29 (??/??/92) 1704.704  (m)         5592.85   (f) ADJ UNCH    1 2
 LN0297
 LN0297.Superseded values are not recommended for survey control.
 LN0297
 LN0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0297.See file dsdata.pdf to determine how the superseded data were derived.
 LN0297
 LN0297_MARKER: DB = BENCH MARK DISK
 LN0297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LN0297_SP_SET: ABUTMENT
 LN0297_STAMPING: B 64 1934
 LN0297_MARK LOGO: CGS
 LN0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0297
 LN0297  HISTORY     - Date     Condition        Report By
 LN0297  HISTORY     - 1934     MONUMENTED       CGS
 LN0297  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0297
 LN0297                          STATION DESCRIPTION
 LN0297
 LN0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0297'4.3 MI SW FROM VERNAL.
 LN0297'4.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM VERNAL, UINTAH COUNTY,
 LN0297'AT A WOODEN BRIDGE, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 LN0297'CONCRETE MASONRY ABUTMENT, AND 13 FEET NORTHWEST OF THE CENTER LINE OF
 LN0297'THE HIGHWAY.  A STANDARD DISK, STAMPED B 64 1934.
 LN0297
 LN0297                          STATION RECOVERY (1984)
 LN0297
 LN0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0297'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0025 ***********************************************************************
 LO0025  DESIGNATION -  B 65
 LO0025  PID         -  LO0025
 LO0025  STATE/COUNTY-  UT/DUCHESNE
 LO0025  COUNTRY     -  US
 LO0025  USGS QUAD   -  DUCHESNE NE (2017)
 LO0025
 LO0025                         *CURRENT SURVEY CONTROL
 LO0025  ______________________________________________________________________
 LO0025* NAD 83(1986) POSITION- 40 10 34.     (N) 110 22 02.     (W)   SCALED
 LO0025* NAVD 88 ORTHO HEIGHT -  1665.215 (meters)     5463.29  (feet) ADJUSTED
 LO0025  ______________________________________________________________________
 LO0025  GEOID HEIGHT    -        -17.239 (meters)                     GEOID18
 LO0025  DYNAMIC HEIGHT  -       1663.596 (meters)     5457.98  (feet) COMP
 LO0025  MODELED GRAVITY -    979,595.7   (mgal)                       NAVD 88
 LO0025
 LO0025  VERT ORDER      -  FIRST     CLASS II
 LO0025
 LO0025.The horizontal coordinates were scaled from a map and have
 LO0025.an estimated accuracy of +/- 6 seconds.
 LO0025
 LO0025.The orthometric height was determined by differential leveling and
 LO0025.adjusted by the NATIONAL GEODETIC SURVEY
 LO0025.in June 1991.
 LO0025
 LO0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0025.GEOID18 height accuracy estimate available here.
 LO0025
 LO0025.Click photographs - Photos may exist for this station.
 LO0025
 LO0025.The dynamic height is computed by dividing the NAVD 88
 LO0025.geopotential number by the normal gravity value computed on the
 LO0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0025.degrees latitude (g = 980.6199 gals.).
 LO0025
 LO0025.The modeled gravity was interpolated from observed gravity values.
 LO0025
 LO0025;                    North         East    Units  Estimated Accuracy
 LO0025;SPC UT C     - 2,205,200.      596,470.      MT  (+/- 180 meters Scaled)
 LO0025
 LO0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK538474(NAD 83)
 LO0025
 LO0025                          SUPERSEDED SURVEY CONTROL
 LO0025
 LO0025  NGVD 29 (??/??/92) 1663.911  (m)         5459.01   (f) ADJ UNCH    1 2
 LO0025
 LO0025.Superseded values are not recommended for survey control.
 LO0025
 LO0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0025.See file dsdata.pdf to determine how the superseded data were derived.
 LO0025
 LO0025_MARKER: DB = BENCH MARK DISK
 LO0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0025_STAMPING: B 65 1934
 LO0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0025+STABILITY: SURFACE MOTION
 LO0025
 LO0025  HISTORY     - Date     Condition        Report By
 LO0025  HISTORY     - 1934     MONUMENTED       CGS
 LO0025  HISTORY     - 1963     MARK NOT FOUND   USGS
 LO0025
 LO0025                          STATION DESCRIPTION
 LO0025
 LO0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0025'2.4 MI E FROM DUCHESNE.
 LO0025'2.4 MILES EAST ALONG U.S. HIGHWAY 40 FROM DUCHESNE, DUCHESNE COUNTY,
 LO0025'AT THE JUNCTION WITH A T-ROAD LEADING SOUTH, 78 FEET WEST OF THE
 LO0025'CENTER LINE OF THE ROAD, AND 46 FEET SOUTH OF THE CENTER LINE OF THE
 LO0025'HIGHWAY.  A STANDARD DISK, STAMPED B 65 1934 AND SET IN THE TOP OF A
 LO0025'CONCRETE POST.  NOTE-- A SMALL IRRIGATION DITCH IS WHERE BM HAS
 LO0025'FALLEN.
 LO0025
 LO0025                          STATION RECOVERY (1963)
 LO0025
 LO0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LO0025'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0113 ***********************************************************************
 KN0113  DESIGNATION -  B 66
 KN0113  PID         -  KN0113
 KN0113  STATE/COUNTY-  UT/CARBON
 KN0113  COUNTRY     -  US
 KN0113  USGS QUAD   -  MATTS SUMMIT (2017)
 KN0113
 KN0113                         *CURRENT SURVEY CONTROL
 KN0113  ______________________________________________________________________
 KN0113* NAD 83(1986) POSITION- 39 45 30.     (N) 110 49 00.     (W)   SCALED
 KN0113* NAVD 88 ORTHO HEIGHT -  2065.383 (meters)     6776.18  (feet) POSTED
 KN0113  ______________________________________________________________________
 KN0113  GEOID HEIGHT    -        -16.063 (meters)                     GEOID18
 KN0113  DYNAMIC HEIGHT  -       2063.27  (meters)     6769.2   (feet) COMP
 KN0113  MODELED GRAVITY -    979,527.1   (mgal)                       NAVD 88
 KN0113
 KN0113  VERT ORDER      -  * POSTED, SEE BELOW
 KN0113
 KN0113.The horizontal coordinates were scaled from a map and have
 KN0113.an estimated accuracy of +/- 6 seconds.
 KN0113
 KN0113.The orthometric height was determined by differential leveling
 KN0113.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KN0113
 KN0113.* This is a POSTED BENCH MARK height.
 KN0113
 KN0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0113.GEOID18 height accuracy estimate available here.
 KN0113
 KN0113.Click photographs - Photos may exist for this station.
 KN0113
 KN0113.The dynamic height is computed by dividing the NAVD 88
 KN0113.geopotential number by the normal gravity value computed on the
 KN0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0113.degrees latitude (g = 980.6199 gals.).
 KN0113
 KN0113.The modeled gravity was interpolated from observed gravity values.
 KN0113
 KN0113;                    North         East    Units  Estimated Accuracy
 KN0113;SPC UT C     - 2,158,430.      558,550.      MT  (+/- 180 meters Scaled)
 KN0113
 KN0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK157009(NAD 83)
 KN0113
 KN0113                          SUPERSEDED SURVEY CONTROL
 KN0113
 KN0113  NGVD 29 (??/??/92) 2064.184  (m)         6772.24   (f) ADJ UNCH    1 2
 KN0113
 KN0113.Superseded values are not recommended for survey control.
 KN0113
 KN0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0113.See file dsdata.pdf to determine how the superseded data were derived.
 KN0113
 KN0113_MARKER: DB = BENCH MARK DISK
 KN0113_SETTING: 80 = SET IN A BOULDER
 KN0113_STAMPING: B 66 1934
 KN0113_MARK LOGO: CGS
 KN0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0113+STABILITY: SURFACE MOTION
 KN0113
 KN0113  HISTORY     - Date     Condition        Report By
 KN0113  HISTORY     - 1934     MONUMENTED       CGS
 KN0113  HISTORY     - 1966     MARK NOT FOUND   USGS
 KN0113  HISTORY     - 1966     MARK NOT FOUND   USGS
 KN0113
 KN0113                          STATION DESCRIPTION
 KN0113
 KN0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0113'4.3 MI NE FROM CASTLEGATE.
 KN0113'4.3 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM CASTLEGATE, CARBON
 KN0113'COUNTY, 43 FEET WEST OF A 30-INCH WHITE PINE TREE, 23 FEET NORTHWEST
 KN0113'OF A 24-INCH WHITE PINE TREE, 16 FEET EAST OF THE CENTER LINE OF THE
 KN0113'HIGHWAY, AND IN THE TOP OF A LARGE BOULDER.  A STANDARD DISK, STAMPED
 KN0113'B 66 1934.
 KN0113
 KN0113                          STATION RECOVERY (1966)
 KN0113
 KN0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0113'MARK NOT FOUND.
 KN0113
 KN0113                          STATION RECOVERY (1966)
 KN0113
 KN0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0113'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0077 ***********************************************************************
 LP0077  DESIGNATION -  B 67
 LP0077  PID         -  LP0077
 LP0077  STATE/COUNTY-  UT/TOOELE
 LP0077  COUNTRY     -  US
 LP0077  USGS QUAD   -  CAMELS BACK RIDGE NE (2017)
 LP0077
 LP0077                         *CURRENT SURVEY CONTROL
 LP0077  ______________________________________________________________________
 LP0077* NAD 83(1986) POSITION- 40 12 03.95   (N) 112 48 18.85   (W)   HD_HELD1
 LP0077* NAVD 88 ORTHO HEIGHT -  1445.958 (meters)     4743.95  (feet) ADJUSTED
 LP0077  ______________________________________________________________________
 LP0077  GEOID HEIGHT    -        -18.216 (meters)                     GEOID18
 LP0077  DYNAMIC HEIGHT  -       1444.745 (meters)     4739.97  (feet) COMP
 LP0077  MODELED GRAVITY -    979,736.5   (mgal)                       NAVD 88
 LP0077
 LP0077  VERT ORDER      -  FIRST     CLASS II
 LP0077
 LP0077.The horizontal coordinates were determined by differentially corrected
 LP0077.hand held GPS observations or other comparable positioning techniques
 LP0077.and have an estimated accuracy of +/- 3 meters.
 LP0077
 LP0077.The orthometric height was determined by differential leveling and
 LP0077.adjusted by the NATIONAL GEODETIC SURVEY
 LP0077.in June 1991.
 LP0077
 LP0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0077.GEOID18 height accuracy estimate available here.
 LP0077
 LP0077.Click photographs - Photos may exist for this station.
 LP0077
 LP0077.The dynamic height is computed by dividing the NAVD 88
 LP0077.geopotential number by the normal gravity value computed on the
 LP0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0077.degrees latitude (g = 980.6199 gals.).
 LP0077
 LP0077.The modeled gravity was interpolated from observed gravity values.
 LP0077
 LP0077;                    North         East    Units  Estimated Accuracy
 LP0077;SPC UT C     - 2,208,169.3     388,881.4     MT  (+/- 3 meters HH1 GPS) 
 LP0077
 LP0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK4635451640(NAD 83)
 LP0077
 LP0077                          SUPERSEDED SURVEY CONTROL
 LP0077
 LP0077  NGVD 29 (??/??/92) 1444.886  (m)         4740.43   (f) ADJ UNCH    1 2
 LP0077
 LP0077.Superseded values are not recommended for survey control.
 LP0077
 LP0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0077.See file dsdata.pdf to determine how the superseded data were derived.
 LP0077
 LP0077_MARKER: DB = BENCH MARK DISK
 LP0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0077_STAMPING: B 67 1934
 LP0077_MARK LOGO: CGS
 LP0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0077+STABILITY: SURFACE MOTION
 LP0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0077+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2016
 LP0077
 LP0077  HISTORY     - Date     Condition        Report By
 LP0077  HISTORY     - 1934     MONUMENTED       CGS
 LP0077  HISTORY     - 1951     GOOD             CGS
 LP0077  HISTORY     - 19890501 GOOD             USGS
 LP0077  HISTORY     - 20160301 GOOD             INDIV
 LP0077
 LP0077                          STATION DESCRIPTION
 LP0077
 LP0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0077'8.5 MI W FROM ORRS RANCH.
 LP0077'ABOUT 8.5 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0077'TOOELE COUNTY, AT A SLOPE ABOUT 25 YARDS SOUTH OF THE SOUTH EDGE OF AN
 LP0077'ALKALI FLAT, AND 33 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.
 LP0077'A STANDARD DISK, STAMPED B 67 1934 AND SET IN THE TOP OF A CONCRETE
 LP0077'POST.
 LP0077
 LP0077                          STATION RECOVERY (1951)
 LP0077
 LP0077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LP0077'RECOVERED IN GOOD CONDITION.
 LP0077
 LP0077                          STATION RECOVERY (1989)
 LP0077
 LP0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (RGB)
 LP0077'RECOVERED IN GOOD CONDITION.
 LP0077
 LP0077                          STATION RECOVERY (2016)
 LP0077
 LP0077'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016
 LP0077'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0163 ***********************************************************************
 LP0163  DESIGNATION -  B 68
 LP0163  PID         -  LP0163
 LP0163  STATE/COUNTY-  UT/TOOELE
 LP0163  COUNTRY     -  US
 LP0163  USGS QUAD   -  EAST OF GOSHUTE WASH (2017)
 LP0163
 LP0163                         *CURRENT SURVEY CONTROL
 LP0163  ______________________________________________________________________
 LP0163* NAD 83(1986) POSITION- 40 06 00.     (N) 113 36 32.     (W)   SCALED
 LP0163* NAVD 88 ORTHO HEIGHT -  1294.381 (meters)     4246.65  (feet) ADJUSTED
 LP0163  ______________________________________________________________________
 LP0163  GEOID HEIGHT    -        -19.168 (meters)                     GEOID18
 LP0163  DYNAMIC HEIGHT  -       1293.323 (meters)     4243.18  (feet) COMP
 LP0163  MODELED GRAVITY -    979,763.2   (mgal)                       NAVD 88
 LP0163
 LP0163  VERT ORDER      -  FIRST     CLASS II
 LP0163
 LP0163.The horizontal coordinates were scaled from a map and have
 LP0163.an estimated accuracy of +/- 6 seconds.
 LP0163
 LP0163.The orthometric height was determined by differential leveling and
 LP0163.adjusted by the NATIONAL GEODETIC SURVEY
 LP0163.in June 1991.
 LP0163
 LP0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0163.GEOID18 height accuracy estimate available here.
 LP0163
 LP0163.Click photographs - Photos may exist for this station.
 LP0163
 LP0163.The dynamic height is computed by dividing the NAVD 88
 LP0163.geopotential number by the normal gravity value computed on the
 LP0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0163.degrees latitude (g = 980.6199 gals.).
 LP0163
 LP0163.The modeled gravity was interpolated from observed gravity values.
 LP0163
 LP0163;                    North         East    Units  Estimated Accuracy
 LP0163;SPC UT C     - 2,198,250.      320,210.      MT  (+/- 180 meters Scaled)
 LP0163
 LP0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK776421(NAD 83)
 LP0163
 LP0163                          SUPERSEDED SURVEY CONTROL
 LP0163
 LP0163  NGVD 29 (??/??/92) 1293.374  (m)         4243.34   (f) ADJ UNCH    1 2
 LP0163
 LP0163.Superseded values are not recommended for survey control.
 LP0163
 LP0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0163.See file dsdata.pdf to determine how the superseded data were derived.
 LP0163
 LP0163_MARKER: DB = BENCH MARK DISK
 LP0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0163_STAMPING: B 68 1934
 LP0163_MARK LOGO: CGS
 LP0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0163+STABILITY: SURFACE MOTION
 LP0163
 LP0163  HISTORY     - Date     Condition        Report By
 LP0163  HISTORY     - 1934     MONUMENTED       CGS
 LP0163
 LP0163                          STATION DESCRIPTION
 LP0163
 LP0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0163'15.2 MI E FROM GOLD HILL.
 LP0163'ABOUT 15.2 MILES EAST ALONG THE OLD LINCOLN HIGHWAY FROM GOLD HILL,
 LP0163'TOOELE COUNTY, ABOUT 220 YARDS WEST OF THE WEST ONE OF A GROUP OF
 LP0163'THREE WOODEN CULVERTS, AND 61 FEET NORTH OF THE CENTER LINE OF THE
 LP0163'HIGHWAY.  A STANDARD DISK, STAMPED B 68 1934 AND SET IN THE TOP OF A
 LP0163'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0315 ***********************************************************************
 KO0315  DESIGNATION -  B 74
 KO0315  PID         -  KO0315
 KO0315  STATE/COUNTY-  UT/MILLARD
 KO0315  COUNTRY     -  US
 KO0315  USGS QUAD   -  SWASEY PEAK SW (2017)
 KO0315
 KO0315                         *CURRENT SURVEY CONTROL
 KO0315  ______________________________________________________________________
 KO0315* NAD 83(1986) POSITION- 39 15 24.     (N) 113 27 22.     (W)   SCALED
 KO0315* NAVD 88 ORTHO HEIGHT -  1385.345 (meters)     4545.09  (feet) ADJUSTED
 KO0315  ______________________________________________________________________
 KO0315  GEOID HEIGHT    -        -20.022 (meters)                     GEOID18
 KO0315  DYNAMIC HEIGHT  -       1384.056 (meters)     4540.86  (feet) COMP
 KO0315  MODELED GRAVITY -    979,648.6   (mgal)                       NAVD 88
 KO0315
 KO0315  VERT ORDER      -  SECOND    CLASS 0
 KO0315
 KO0315.The horizontal coordinates were scaled from a map and have
 KO0315.an estimated accuracy of +/- 6 seconds.
 KO0315
 KO0315.The orthometric height was determined by differential leveling and
 KO0315.adjusted by the NATIONAL GEODETIC SURVEY
 KO0315.in June 1991.
 KO0315
 KO0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0315.GEOID18 height accuracy estimate available here.
 KO0315
 KO0315.Click photographs - Photos may exist for this station.
 KO0315
 KO0315.The dynamic height is computed by dividing the NAVD 88
 KO0315.geopotential number by the normal gravity value computed on the
 KO0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0315.degrees latitude (g = 980.6199 gals.).
 KO0315
 KO0315.The modeled gravity was interpolated from observed gravity values.
 KO0315
 KO0315;                    North         East    Units  Estimated Accuracy
 KO0315;SPC UT C     - 2,104,350.      331,190.      MT  (+/- 180 meters Scaled)
 KO0315
 KO0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ880481(NAD 83)
 KO0315
 KO0315                          SUPERSEDED SURVEY CONTROL
 KO0315
 KO0315  NGVD 29 (??/??/92) 1384.230  (m)         4541.43   (f) ADJ UNCH    2 0
 KO0315
 KO0315.Superseded values are not recommended for survey control.
 KO0315
 KO0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0315.See file dsdata.pdf to determine how the superseded data were derived.
 KO0315
 KO0315_MARKER: DB = BENCH MARK DISK
 KO0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0315_STAMPING: B 74 1934
 KO0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0315+STABILITY: SURFACE MOTION
 KO0315
 KO0315  HISTORY     - Date     Condition        Report By
 KO0315  HISTORY     - 1934     MONUMENTED       CGS
 KO0315  HISTORY     - 1958     GOOD             USGS
 KO0315  HISTORY     - 1984     GOOD             DMA
 KO0315
 KO0315                          STATION DESCRIPTION
 KO0315
 KO0315'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 KO0315'33.1 MI E FROM ROBINSONS RANCH.
 KO0315'33.1 MILES EAST ALONG OLD U.S. HIGHWAY 6 FROM ROBINSONS RANCH, MILLARD
 KO0315'COUNTY 79 FEET SOUTH OF A SMALL EAST AND WEST ROCKY DRY WASH, AND 48
 KO0315'FEET SOUTH OF THE CENTER OF ROAD.  A STANDARD DISK STAMPED B 74 1934
 KO0315'AND SET IN THE TOP OF A CONCRETE POST.
 KO0315
 KO0315                          STATION RECOVERY (1984)
 KO0315
 KO0315'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 KO0315'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0347 ***********************************************************************
 KO0347  DESIGNATION -  B 75
 KO0347  PID         -  KO0347
 KO0347  STATE/COUNTY-  UT/MILLARD
 KO0347  COUNTRY     -  US
 KO0347  USGS QUAD   -  GANDY SW (2017)
 KO0347
 KO0347                         *CURRENT SURVEY CONTROL
 KO0347  ______________________________________________________________________
 KO0347* NAD 83(1986) POSITION- 39 21 24.     (N) 113 59 28.     (W)   SCALED
 KO0347* NAVD 88 ORTHO HEIGHT -  1498.739 (meters)     4917.11  (feet) ADJUSTED
 KO0347  ______________________________________________________________________
 KO0347  GEOID HEIGHT    -        -20.123 (meters)                     GEOID18
 KO0347  DYNAMIC HEIGHT  -       1497.297 (meters)     4912.38  (feet) COMP
 KO0347  MODELED GRAVITY -    979,613.1   (mgal)                       NAVD 88
 KO0347
 KO0347  VERT ORDER      -  SECOND    CLASS 0
 KO0347
 KO0347.The horizontal coordinates were scaled from a map and have
 KO0347.an estimated accuracy of +/- 6 seconds.
 KO0347
 KO0347.The orthometric height was determined by differential leveling and
 KO0347.adjusted by the NATIONAL GEODETIC SURVEY
 KO0347.in June 1991.
 KO0347
 KO0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0347.GEOID18 height accuracy estimate available here.
 KO0347
 KO0347.Click photographs - Photos may exist for this station.
 KO0347
 KO0347.The dynamic height is computed by dividing the NAVD 88
 KO0347.geopotential number by the normal gravity value computed on the
 KO0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0347.degrees latitude (g = 980.6199 gals.).
 KO0347
 KO0347.The modeled gravity was interpolated from observed gravity values.
 KO0347
 KO0347;                    North         East    Units  Estimated Accuracy
 KO0347;SPC UT C     - 2,116,600.      285,330.      MT  (+/- 180 meters Scaled)
 KO0347
 KO0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ422606(NAD 83)
 KO0347
 KO0347                          SUPERSEDED SURVEY CONTROL
 KO0347
 KO0347  NGVD 29 (??/??/92) 1497.625  (m)         4913.46   (f) ADJ UNCH    2 0
 KO0347
 KO0347.Superseded values are not recommended for survey control.
 KO0347
 KO0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0347.See file dsdata.pdf to determine how the superseded data were derived.
 KO0347
 KO0347_MARKER: DB = BENCH MARK DISK
 KO0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0347_STAMPING: B 75 1934
 KO0347_MARK LOGO: CGS
 KO0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0347+STABILITY: SURFACE MOTION
 KO0347
 KO0347  HISTORY     - Date     Condition        Report By
 KO0347  HISTORY     - 1934     MONUMENTED       CGS
 KO0347
 KO0347                          STATION DESCRIPTION
 KO0347
 KO0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0347'9.5 MI N FROM ROBINSON RANCH.
 KO0347'9.5 MILES NORTH ALONG THE ROAD LEADING TO TROUT CREEK FROM ROBINSON
 KO0347'RANCH, 0.3 MILE SOUTHWEST OF A LARGE PATCH OF COTTONWOOD TREES, 45
 KO0347'FEET EAST OF THE CENTER LINE OF THE ROAD, AND 21 FEET EAST OF A FENCE.
 KO0347'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0372 ***********************************************************************
 KO0372  DESIGNATION -  B 76
 KO0372  PID         -  KO0372
 KO0372  STATE/COUNTY-  UT/JUAB
 KO0372  COUNTRY     -  US
 KO0372  USGS QUAD   -  CALLAO (2017)
 KO0372
 KO0372                         *CURRENT SURVEY CONTROL
 KO0372  ______________________________________________________________________
 KO0372* NAD 83(1986) POSITION- 39 52 36.     (N) 113 44 52.     (W)   SCALED
 KO0372* NAVD 88 ORTHO HEIGHT -  1380.159 (meters)     4528.07  (feet) ADJUSTED
 KO0372  ______________________________________________________________________
 KO0372  GEOID HEIGHT    -        -19.358 (meters)                     GEOID18
 KO0372  DYNAMIC HEIGHT  -       1378.939 (meters)     4524.07  (feet) COMP
 KO0372  MODELED GRAVITY -    979,694.7   (mgal)                       NAVD 88
 KO0372
 KO0372  VERT ORDER      -  SECOND    CLASS 0
 KO0372
 KO0372.The horizontal coordinates were scaled from a map and have
 KO0372.an estimated accuracy of +/- 6 seconds.
 KO0372
 KO0372.The orthometric height was determined by differential leveling and
 KO0372.adjusted by the NATIONAL GEODETIC SURVEY
 KO0372.in June 1991.
 KO0372
 KO0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0372.GEOID18 height accuracy estimate available here.
 KO0372
 KO0372.Click photographs - Photos may exist for this station.
 KO0372
 KO0372.The dynamic height is computed by dividing the NAVD 88
 KO0372.geopotential number by the normal gravity value computed on the
 KO0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0372.degrees latitude (g = 980.6199 gals.).
 KO0372
 KO0372.The modeled gravity was interpolated from observed gravity values.
 KO0372
 KO0372;                    North         East    Units  Estimated Accuracy
 KO0372;SPC UT C     - 2,173,750.      307,750.      MT  (+/- 180 meters Scaled)
 KO0372
 KO0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK650176(NAD 83)
 KO0372
 KO0372                          SUPERSEDED SURVEY CONTROL
 KO0372
 KO0372  NGVD 29 (??/??/92) 1379.108  (m)         4524.62   (f) ADJ UNCH    2 0
 KO0372
 KO0372.Superseded values are not recommended for survey control.
 KO0372
 KO0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0372.See file dsdata.pdf to determine how the superseded data were derived.
 KO0372
 KO0372_MARKER: DB = BENCH MARK DISK
 KO0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0372_STAMPING: B 76 1934
 KO0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0372+STABILITY: SURFACE MOTION
 KO0372
 KO0372  HISTORY     - Date     Condition        Report By
 KO0372  HISTORY     - 1934     MONUMENTED       CGS
 KO0372
 KO0372                          STATION DESCRIPTION
 KO0372
 KO0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0372'2.0 MI S FROM CALLAO.
 KO0372'2.0 MILES SOUTH ALONG THE ROAD LEADING TO TROUT CREEK FROM THE ROAD
 KO0372'JUNCTION WEST OF CALLAO, 0.2 MILE WEST OF A SMALL PATCH OF WILLOW
 KO0372'TREES, 79 FEET NORTHWEST OF AN OLD ROAD, AND 48 FEET NORTHWEST OF THE
 KO0372'CENTER LINE OF THE PRESENT ROAD.  SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0293 ***********************************************************************
 KO0293  DESIGNATION -  B 79
 KO0293  PID         -  KO0293
 KO0293  STATE/COUNTY-  UT/JUAB
 KO0293  COUNTRY     -  US
 KO0293  USGS QUAD   -  SAND PASS NE (2017)
 KO0293
 KO0293                         *CURRENT SURVEY CONTROL
 KO0293  ______________________________________________________________________
 KO0293* NAD 83(1986) POSITION- 39 41 20.     (N) 113 16 52.     (W)   SCALED
 KO0293* NAVD 88 ORTHO HEIGHT -  1370.122 (meters)     4495.14  (feet) ADJUSTED
 KO0293  ______________________________________________________________________
 KO0293  GEOID HEIGHT    -        -19.487 (meters)                     GEOID18
 KO0293  DYNAMIC HEIGHT  -       1368.919 (meters)     4491.20  (feet) COMP
 KO0293  MODELED GRAVITY -    979,700.9   (mgal)                       NAVD 88
 KO0293
 KO0293  VERT ORDER      -  SECOND    CLASS 0
 KO0293
 KO0293.The horizontal coordinates were scaled from a map and have
 KO0293.an estimated accuracy of +/- 6 seconds.
 KO0293
 KO0293.The orthometric height was determined by differential leveling and
 KO0293.adjusted by the NATIONAL GEODETIC SURVEY
 KO0293.in June 1991.
 KO0293
 KO0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0293.GEOID18 height accuracy estimate available here.
 KO0293
 KO0293.Click photographs - Photos may exist for this station.
 KO0293
 KO0293.The dynamic height is computed by dividing the NAVD 88
 KO0293.geopotential number by the normal gravity value computed on the
 KO0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0293.degrees latitude (g = 980.6199 gals.).
 KO0293
 KO0293.The modeled gravity was interpolated from observed gravity values.
 KO0293
 KO0293;                    North         East    Units  Estimated Accuracy
 KO0293;SPC UT C     - 2,152,010.      347,240.      MT  (+/- 180 meters Scaled)
 KO0293
 KO0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ043957(NAD 83)
 KO0293
 KO0293                          SUPERSEDED SURVEY CONTROL
 KO0293
 KO0293  NGVD 29 (??/??/92) 1369.066  (m)         4491.68   (f) ADJ UNCH    2 0
 KO0293
 KO0293.Superseded values are not recommended for survey control.
 KO0293
 KO0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0293.See file dsdata.pdf to determine how the superseded data were derived.
 KO0293
 KO0293_MARKER: DB = BENCH MARK DISK
 KO0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0293_STAMPING: B 79 1934
 KO0293_MARK LOGO: CGS
 KO0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0293+STABILITY: SURFACE MOTION
 KO0293
 KO0293  HISTORY     - Date     Condition        Report By
 KO0293  HISTORY     - 1934     MONUMENTED       CGS
 KO0293  HISTORY     - 1967     GOOD             USGS
 KO0293
 KO0293                          STATION DESCRIPTION
 KO0293
 KO0293'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 KO0293'17.0 MI SE FROM FISH SPRINGS.
 KO0293'17.0 MI. SE ALONG THE HINCKLEY-CALLAO ROAD FROM FISH SPRINGS, ROAD
 KO0293'FORK AT WELL NO. 22 NEAR SAND PASS ROAD IN SW 1/4 SEC 4 T 14S R 12W,
 KO0293'4.1 MI. NW OF ALONG MAIN TRAVELED ROAD, THENCE 1.7 MI. NW ALONG OLD
 KO0293'HINCKLEY-CALLAO ROAD, 40 FT. NE OF THE ROAD.  PROJECTING 0.3 FT. AND
 KO0293'SET IN TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0386 ***********************************************************************
 HO0386  DESIGNATION -  B 8
 HO0386  PID         -  HO0386
 HO0386  STATE/COUNTY-  UT/IRON
 HO0386  COUNTRY     -  US
 HO0386  USGS QUAD   -  MODENA (2017)
 HO0386
 HO0386                         *CURRENT SURVEY CONTROL
 HO0386  ______________________________________________________________________
 HO0386* NAD 83(1986) POSITION- 37 45 50.     (N) 113 58 58.     (W)   SCALED
 HO0386* NAVD 88 ORTHO HEIGHT -  1684.475 (meters)     5526.48  (feet) ADJUSTED
 HO0386  ______________________________________________________________________
 HO0386  GEOID HEIGHT    -        -23.086 (meters)                     GEOID18
 HO0386  DYNAMIC HEIGHT  -       1682.564 (meters)     5520.21  (feet) COMP
 HO0386  MODELED GRAVITY -    979,436.3   (mgal)                       NAVD 88
 HO0386
 HO0386  VERT ORDER      -  FIRST     CLASS II
 HO0386
 HO0386.The horizontal coordinates were scaled from a map and have
 HO0386.an estimated accuracy of +/- 6 seconds.
 HO0386
 HO0386.The orthometric height was determined by differential leveling and
 HO0386.adjusted by the NATIONAL GEODETIC SURVEY
 HO0386.in June 1991.
 HO0386
 HO0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0386.GEOID18 height accuracy estimate available here.
 HO0386
 HO0386.Click photographs - Photos may exist for this station.
 HO0386
 HO0386.The dynamic height is computed by dividing the NAVD 88
 HO0386.geopotential number by the normal gravity value computed on the
 HO0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0386.degrees latitude (g = 980.6199 gals.).
 HO0386
 HO0386.The modeled gravity was interpolated from observed gravity values.
 HO0386
 HO0386;                    North         East    Units  Estimated Accuracy
 HO0386;SPC UT S     - 3,124,680.      281,270.      MT  (+/- 180 meters Scaled)
 HO0386
 HO0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG372838(NAD 83)
 HO0386
 HO0386                          SUPERSEDED SURVEY CONTROL
 HO0386
 HO0386.No superseded survey control is available for this station.
 HO0386
 HO0386_MARKER: P = PIPE CAP
 HO0386_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HO0386_MARK LOGO: CGS
 HO0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0386
 HO0386  HISTORY     - Date     Condition        Report By
 HO0386  HISTORY     - 1908     MONUMENTED       CGS
 HO0386  HISTORY     - 1908     GOOD             CGS
 HO0386  HISTORY     - 1934     MARK NOT FOUND   CGS
 HO0386  HISTORY     - 20120228 MARK NOT FOUND   GEOCAC
 HO0386
 HO0386                          STATION DESCRIPTION
 HO0386
 HO0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1908
 HO0386'IN TOMAS.
 HO0386'AT TOMAS, IRON COUNTY, ON THE UNION PACIFIC RAILROAD, ABOUT 125 FEET
 HO0386'SOUTHEAST OF THE CENTER LINE OF THE MAIN TRACK, ABOUT 75 FEET
 HO0386'SOUTHEAST OF THE STATION SIGN, AT THE FOOT OF A LOW ROCKY RIDGE, AND
 HO0386'ABOUT 4 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD CAP, FASTENED
 HO0386'ON THE TOP OF AN IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 HO0386
 HO0386                          STATION RECOVERY (1934)
 HO0386
 HO0386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 HO0386'MARK NOT FOUND.
 HO0386
 HO0386                          STATION RECOVERY (2012)
 HO0386
 HO0386'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 HO0386'A DEEP BARROW DITCH, WITH SPOIL PILES BOTH SIDES, HAS BEEN DUG ON THE
 HO0386'SOUTHEAST SIDE OF THE RR LINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0200 ***********************************************************************
 LP0200  DESIGNATION -  B 80
 LP0200  PID         -  LP0200
 LP0200  STATE/COUNTY-  UT/TOOELE
 LP0200  COUNTRY     -  US
 LP0200  USGS QUAD   -  ARINOSA NE (2017)
 LP0200
 LP0200                         *CURRENT SURVEY CONTROL
 LP0200  ______________________________________________________________________
 LP0200* NAD 83(1986) POSITION- 40 43 46.     (N) 113 35 58.     (W)   SCALED
 LP0200* NAVD 88 ORTHO HEIGHT -  1286.295 (meters)     4220.12  (feet) ADJUSTED
 LP0200  ______________________________________________________________________
 LP0200  GEOID HEIGHT    -        -18.120 (meters)                     GEOID18
 LP0200  DYNAMIC HEIGHT  -       1285.331 (meters)     4216.96  (feet) COMP
 LP0200  MODELED GRAVITY -    979,830.9   (mgal)                       NAVD 88
 LP0200
 LP0200  VERT ORDER      -  SECOND    CLASS 0
 LP0200
 LP0200.The horizontal coordinates were scaled from a map and have
 LP0200.an estimated accuracy of +/- 6 seconds.
 LP0200
 LP0200.The orthometric height was determined by differential leveling and
 LP0200.adjusted by the NATIONAL GEODETIC SURVEY
 LP0200.in June 1991.
 LP0200
 LP0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0200.GEOID18 height accuracy estimate available here.
 LP0200
 LP0200.Click photographs - Photos may exist for this station.
 LP0200
 LP0200.The dynamic height is computed by dividing the NAVD 88
 LP0200.geopotential number by the normal gravity value computed on the
 LP0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0200.degrees latitude (g = 980.6199 gals.).
 LP0200
 LP0200.The modeled gravity was interpolated from observed gravity values.
 LP0200
 LP0200;                    North         East    Units  Estimated Accuracy
 LP0200;SPC UT C     - 2,268,110.      322,660.      MT  (+/- 180 meters Scaled)
 LP0200
 LP0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL804119(NAD 83)
 LP0200
 LP0200                          SUPERSEDED SURVEY CONTROL
 LP0200
 LP0200  NGVD 29 (??/??/92) 1285.345  (m)         4217.00   (f) ADJ UNCH    2 0
 LP0200
 LP0200.Superseded values are not recommended for survey control.
 LP0200
 LP0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0200.See file dsdata.pdf to determine how the superseded data were derived.
 LP0200
 LP0200_MARKER: DB = BENCH MARK DISK
 LP0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0200_STAMPING: B 80 1934
 LP0200_MARK LOGO: CGS
 LP0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0200+STABILITY: SURFACE MOTION
 LP0200
 LP0200  HISTORY     - Date     Condition        Report By
 LP0200  HISTORY     - 1934     MONUMENTED       CGS
 LP0200  HISTORY     - 1973     POOR             USGS
 LP0200
 LP0200                          STATION DESCRIPTION
 LP0200
 LP0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0200'16.3 MI W FROM KNOLLS.
 LP0200'16.3 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM KNOLLS, TOOELE
 LP0200'COUNTY, 110 FEET NORTH OF MILEPOST 829, 60 FEET SOUTH OF THE
 LP0200'CENTERLINE OF U.S. HIGHWAY 40 AND 50, 60 FEET NORTH OF THE CENTERLINE
 LP0200'OF THE TRACK, AND ABOUT 5 FEET LOWER THAN THE RAIL.  A STANDARD DISK,
 LP0200'STAMPED B 80 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LP0200
 LP0200                          STATION RECOVERY (1973)
 LP0200
 LP0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LP0200'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0307 ***********************************************************************
 KO0307  DESIGNATION -  B 81
 KO0307  PID         -  KO0307
 KO0307  STATE/COUNTY-  UT/JUAB
 KO0307  COUNTRY     -  US
 KO0307  USGS QUAD   -  FISH SPRINGS SE (2017)
 KO0307
 KO0307                         *CURRENT SURVEY CONTROL
 KO0307  ______________________________________________________________________
 KO0307* NAD 83(1986) POSITION- 39 50 02.     (N) 113 20 28.     (W)   SCALED
 KO0307* NAVD 88 ORTHO HEIGHT -  1310.017 (meters)     4297.95  (feet) ADJUSTED
 KO0307  ______________________________________________________________________
 KO0307  GEOID HEIGHT    -        -19.395 (meters)                     GEOID18
 KO0307  DYNAMIC HEIGHT  -       1308.896 (meters)     4294.27  (feet) COMP
 KO0307  MODELED GRAVITY -    979,725.8   (mgal)                       NAVD 88
 KO0307
 KO0307  VERT ORDER      -  SECOND    CLASS 0
 KO0307
 KO0307.The horizontal coordinates were scaled from a map and have
 KO0307.an estimated accuracy of +/- 6 seconds.
 KO0307
 KO0307.The orthometric height was determined by differential leveling and
 KO0307.adjusted by the NATIONAL GEODETIC SURVEY
 KO0307.in June 1991.
 KO0307
 KO0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0307.GEOID18 height accuracy estimate available here.
 KO0307
 KO0307.Click photographs - Photos may exist for this station.
 KO0307
 KO0307.The dynamic height is computed by dividing the NAVD 88
 KO0307.geopotential number by the normal gravity value computed on the
 KO0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0307.degrees latitude (g = 980.6199 gals.).
 KO0307
 KO0307.The modeled gravity was interpolated from observed gravity values.
 KO0307
 KO0307;                    North         East    Units  Estimated Accuracy
 KO0307;SPC UT C     - 2,168,210.      342,430.      MT  (+/- 180 meters Scaled)
 KO0307
 KO0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK996119(NAD 83)
 KO0307
 KO0307                          SUPERSEDED SURVEY CONTROL
 KO0307
 KO0307  NGVD 29 (??/??/92) 1308.993  (m)         4294.59   (f) ADJ UNCH    2 0
 KO0307
 KO0307.Superseded values are not recommended for survey control.
 KO0307
 KO0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0307.See file dsdata.pdf to determine how the superseded data were derived.
 KO0307
 KO0307_MARKER: DB = BENCH MARK DISK
 KO0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0307_STAMPING: B 81 1934
 KO0307_MARK LOGO: CGS
 KO0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0307+STABILITY: SURFACE MOTION
 KO0307
 KO0307  HISTORY     - Date     Condition        Report By
 KO0307  HISTORY     - 1934     MONUMENTED       CGS
 KO0307  HISTORY     - 1967     MARK NOT FOUND   USGS
 KO0307
 KO0307                          STATION DESCRIPTION
 KO0307
 KO0307'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 KO0307'3.8 MI NE FROM FISH SPRINGS.
 KO0307'3.8 MILES SOUTHEAST ALONG THE ROAD LEADING TO ORRS RANCH FROM THE
 KO0307'JUNCTION WITH THE HINCKLEY-CALLAO ROAD EAST OF FISH SPRINGS, ABOUT 0.2
 KO0307'MILE EAST OF A ROAD CROSSING, A SMALL DRY WASH, ABOUT 60 FEET EAST OF
 KO0307'A SMALL SAND KNOB, AND 48 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 KO0307'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0214 ***********************************************************************
 LP0214  DESIGNATION -  B 83
 LP0214  PID         -  LP0214
 LP0214  STATE/COUNTY-  UT/TOOELE
 LP0214  COUNTRY     -  US
 LP0214  USGS QUAD   -  TETZLAFF PEAK (2017)
 LP0214
 LP0214                         *CURRENT SURVEY CONTROL
 LP0214  ______________________________________________________________________
 LP0214* NAD 83(1986) POSITION- 40 45 56.     (N) 113 59 53.     (W)   SCALED
 LP0214* NAVD 88 ORTHO HEIGHT -  1313.698 (meters)     4310.02  (feet) ADJUSTED
 LP0214  ______________________________________________________________________
 LP0214  GEOID HEIGHT    -        -18.067 (meters)                     GEOID18
 LP0214  DYNAMIC HEIGHT  -       1312.696 (meters)     4306.74  (feet) COMP
 LP0214  MODELED GRAVITY -    979,816.0   (mgal)                       NAVD 88
 LP0214
 LP0214  VERT ORDER      -  SECOND    CLASS 0
 LP0214
 LP0214.The horizontal coordinates were scaled from a map and have
 LP0214.an estimated accuracy of +/- 6 seconds.
 LP0214
 LP0214.The orthometric height was determined by differential leveling and
 LP0214.adjusted by the NATIONAL GEODETIC SURVEY
 LP0214.in June 1991.
 LP0214
 LP0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0214.GEOID18 height accuracy estimate available here.
 LP0214
 LP0214.Click photographs - Photos may exist for this station.
 LP0214
 LP0214.The dynamic height is computed by dividing the NAVD 88
 LP0214.geopotential number by the normal gravity value computed on the
 LP0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0214.degrees latitude (g = 980.6199 gals.).
 LP0214
 LP0214.The modeled gravity was interpolated from observed gravity values.
 LP0214
 LP0214;                    North         East    Units  Estimated Accuracy
 LP0214;SPC UT C     - 2,272,980.      289,100.      MT  (+/- 180 meters Scaled)
 LP0214
 LP0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL469170(NAD 83)
 LP0214
 LP0214                          SUPERSEDED SURVEY CONTROL
 LP0214
 LP0214  NGVD 29 (??/??/92) 1312.731  (m)         4306.85   (f) ADJ UNCH    2 0
 LP0214
 LP0214.Superseded values are not recommended for survey control.
 LP0214
 LP0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0214.See file dsdata.pdf to determine how the superseded data were derived.
 LP0214
 LP0214_MARKER: DB = BENCH MARK DISK
 LP0214_SETTING: 66 = SET IN ROCK OUTCROP
 LP0214_STAMPING: B 83 1958
 LP0214_MARK LOGO: CGS
 LP0214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0214+STABILITY: POSITION/ELEVATION WELL
 LP0214
 LP0214  HISTORY     - Date     Condition        Report By
 LP0214  HISTORY     - 1958     MONUMENTED       CGS
 LP0214
 LP0214                          STATION DESCRIPTION
 LP0214
 LP0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LP0214'3.5 MI NE FROM WENDOVER.
 LP0214'0.9 MILE EAST ALONG U.S. HIGHWAY 40 AND 50 ALTERNATE FROM THE
 LP0214'NEVADA-UTAH STATE LINE AT WENDOVER, THENCE 2.6 MILES NORTHEAST ALONG A
 LP0214'GRAVEL ROAD, 0.1 MILE WEST ACROSS COUNTRY FROM THE JUNCTION OF A DIRT
 LP0214'ROAD SOUTH, AT THE SOUTH BASE OF A MASSIVE OUTCROP, IN THE TOP OF A 9-
 LP0214'BY 9-FOOT EXPOSED PORTION OF THE OUTCROP WHICH PROJECTS ABOUT 3 FEET
 LP0214'ABOVE THE GROUND, 125 YARDS NORTHWEST OF THE CENTER LINE OF THE ROAD,
 LP0214'AND ABOUT 20 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0384 ***********************************************************************
 MS0384  DESIGNATION -  B 84
 MS0384  PID         -  MS0384
 MS0384  STATE/COUNTY-  UT/BOX ELDER
 MS0384  COUNTRY     -  US
 MS0384  USGS QUAD   -  CRATER ISLAND NW (2017)
 MS0384
 MS0384                         *CURRENT SURVEY CONTROL
 MS0384  ______________________________________________________________________
 MS0384* NAD 83(1986) POSITION- 41 13 52.     (N) 113 55 16.     (W)   SCALED
 MS0384* NAVD 88 ORTHO HEIGHT -  1427.668 (meters)     4683.94  (feet) ADJUSTED
 MS0384  ______________________________________________________________________
 MS0384  GEOID HEIGHT    -        -16.994 (meters)                     GEOID18
 MS0384  DYNAMIC HEIGHT  -       1426.626 (meters)     4680.52  (feet) COMP
 MS0384  MODELED GRAVITY -    979,843.7   (mgal)                       NAVD 88
 MS0384
 MS0384  VERT ORDER      -  SECOND    CLASS 0
 MS0384
 MS0384.The horizontal coordinates were scaled from a map and have
 MS0384.an estimated accuracy of +/- 6 seconds.
 MS0384
 MS0384.The orthometric height was determined by differential leveling and
 MS0384.adjusted by the NATIONAL GEODETIC SURVEY
 MS0384.in June 1991.
 MS0384
 MS0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0384.GEOID18 height accuracy estimate available here.
 MS0384
 MS0384.Click photographs - Photos may exist for this station.
 MS0384
 MS0384.The dynamic height is computed by dividing the NAVD 88
 MS0384.geopotential number by the normal gravity value computed on the
 MS0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0384.degrees latitude (g = 980.6199 gals.).
 MS0384
 MS0384.The modeled gravity was interpolated from observed gravity values.
 MS0384
 MS0384;                    North         East    Units  Estimated Accuracy
 MS0384;SPC UT N     - 1,102,530.      297,050.      MT  (+/- 180 meters Scaled)
 MS0384
 MS0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL551685(NAD 83)
 MS0384
 MS0384                          SUPERSEDED SURVEY CONTROL
 MS0384
 MS0384  NGVD 29 (??/??/92) 1426.63   (m)         4680.5    (f) COMPUTED    2 0
 MS0384
 MS0384.Superseded values are not recommended for survey control.
 MS0384
 MS0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0384.See file dsdata.pdf to determine how the superseded data were derived.
 MS0384
 MS0384_MARKER: DB = BENCH MARK DISK
 MS0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0384_STAMPING: B 84 1958
 MS0384_MARK LOGO: CGS
 MS0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0384+STABILITY: SURFACE MOTION
 MS0384
 MS0384  HISTORY     - Date     Condition        Report By
 MS0384  HISTORY     - 1958     MONUMENTED       CGS
 MS0384
 MS0384                          STATION DESCRIPTION
 MS0384
 MS0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MS0384'8.7 MI S FROM LUCIN.
 MS0384'8.7 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT LUCIN, 43
 MS0384'FEET WEST OF THE CENTER LINE OF THE ROAD, 80 FEET SOUTHWEST AND ACROSS
 MS0384'THE ROAD FROM A WHITE PAINTED 2 1/2-FOOT WIDE BOULDER, 2.0 FEET EAST
 MS0384'OF A WITNESS POST, 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 MS0384'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0500 ***********************************************************************
 LO0500  DESIGNATION -  B 85
 LO0500  PID         -  LO0500
 LO0500  STATE/COUNTY-  UT/UTAH
 LO0500  COUNTRY     -  US
 LO0500  USGS QUAD   -  OREM (2017)
 LO0500
 LO0500                         *CURRENT SURVEY CONTROL
 LO0500  ______________________________________________________________________
 LO0500* NAD 83(1986) POSITION- 40 18 55.7    (N) 111 39 15.7    (W)   HD_HELD2
 LO0500* NAVD 88 ORTHO HEIGHT -  1472.763 (meters)     4831.89  (feet) ADJUSTED
 LO0500  ______________________________________________________________________
 LO0500  GEOID HEIGHT    -        -16.657 (meters)                     GEOID18
 LO0500  DYNAMIC HEIGHT  -       1471.489 (meters)     4827.71  (feet) COMP
 LO0500  MODELED GRAVITY -    979,709.3   (mgal)                       NAVD 88
 LO0500
 LO0500  VERT ORDER      -  SECOND    CLASS 0
 LO0500
 LO0500.The horizontal coordinates were established by autonomous hand held GPS
 LO0500.observations and have an estimated accuracy of +/- 10 meters.
 LO0500
 LO0500.The orthometric height was determined by differential leveling and
 LO0500.adjusted by the NATIONAL GEODETIC SURVEY
 LO0500.in June 1991.
 LO0500
 LO0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0500.GEOID18 height accuracy estimate available here.
 LO0500
 LO0500.Click photographs - Photos may exist for this station.
 LO0500
 LO0500.The dynamic height is computed by dividing the NAVD 88
 LO0500.geopotential number by the normal gravity value computed on the
 LO0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0500.degrees latitude (g = 980.6199 gals.).
 LO0500
 LO0500.The modeled gravity was interpolated from observed gravity values.
 LO0500
 LO0500;                    North         East    Units  Estimated Accuracy
 LO0500;SPC UT C     - 2,220,069.      486,880.      MT  (+/- 10 meters HH2 GPS)
 LO0500
 LO0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4440162977(NAD 83)
 LO0500
 LO0500                          SUPERSEDED SURVEY CONTROL
 LO0500
 LO0500  NGVD 29 (??/??/92) 1471.729  (m)         4828.50   (f) ADJ UNCH    2 0
 LO0500
 LO0500.Superseded values are not recommended for survey control.
 LO0500
 LO0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0500.See file dsdata.pdf to determine how the superseded data were derived.
 LO0500
 LO0500_MARKER: DB = BENCH MARK DISK
 LO0500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0500_SP_SET: BRIDGE
 LO0500_STAMPING: B 85 1934
 LO0500_MARK LOGO: CGS
 LO0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LO0500+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2002
 LO0500
 LO0500  HISTORY     - Date     Condition        Report By
 LO0500  HISTORY     - 1934     MONUMENTED       CGS
 LO0500  HISTORY     - 19900301 GOOD             USGS
 LO0500  HISTORY     - 20020619 GOOD             INDIV
 LO0500
 LO0500                          STATION DESCRIPTION
 LO0500
 LO0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0500'0.7 MI NE FROM PROVO.
 LO0500'0.7 MILE NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 LO0500'FROM THE STATION AT CARYHURST, UTAH COUNTY, AT A POWER PLANT, NEAR A
 LO0500'HIGHWAY, AND IN THE TOP OF THE NORTHWEST CORNER OF CONCRETE RAILROAD
 LO0500'BRIDGE 6-24.  A STANDARD DISK, STAMPED B 85 1934.
 LO0500
 LO0500                          STATION RECOVERY (1990)
 LO0500
 LO0500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (RGB)
 LO0500'RECOVERED IN GOOD CONDITION.
 LO0500
 LO0500                          STATION RECOVERY (2002)
 LO0500
 LO0500'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WRJ)
 LO0500'THE BRIDGE IN QUESTION IS NOW A FOOT BRIDGE ON THE PROVO
 LO0500'RIVER PARKWAY TRAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0022 ***********************************************************************
 LP0022  DESIGNATION -  B 88
 LP0022  PID         -  LP0022
 LP0022  STATE/COUNTY-  UT/TOOELE
 LP0022  COUNTRY     -  US
 LP0022  USGS QUAD   -  GRANTSVILLE (2017)
 LP0022
 LP0022                         *CURRENT SURVEY CONTROL
 LP0022  ______________________________________________________________________
 LP0022* NAD 83(1986) POSITION- 40 35 58.     (N) 112 25 35.     (W)   SCALED
 LP0022* NAVD 88 ORTHO HEIGHT -  1308.875 (meters)     4294.20  (feet) ADJUSTED
 LP0022  ______________________________________________________________________
 LP0022  GEOID HEIGHT    -        -17.603 (meters)                     GEOID18
 LP0022  DYNAMIC HEIGHT  -       1307.834 (meters)     4290.79  (feet) COMP
 LP0022  MODELED GRAVITY -    979,784.1   (mgal)                       NAVD 88
 LP0022
 LP0022  VERT ORDER      -  SECOND    CLASS 0
 LP0022
 LP0022.The horizontal coordinates were scaled from a map and have
 LP0022.an estimated accuracy of +/- 6 seconds.
 LP0022
 LP0022.The orthometric height was determined by differential leveling and
 LP0022.adjusted by the NATIONAL GEODETIC SURVEY
 LP0022.in June 1991.
 LP0022
 LP0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0022.GEOID18 height accuracy estimate available here.
 LP0022
 LP0022.Click photographs - Photos may exist for this station.
 LP0022
 LP0022.The dynamic height is computed by dividing the NAVD 88
 LP0022.geopotential number by the normal gravity value computed on the
 LP0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0022.degrees latitude (g = 980.6199 gals.).
 LP0022
 LP0022.The modeled gravity was interpolated from observed gravity values.
 LP0022
 LP0022;                    North         East    Units  Estimated Accuracy
 LP0022;SPC UT C     - 2,252,000.      421,590.      MT  (+/- 180 meters Scaled)
 LP0022
 LP0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK793952(NAD 83)
 LP0022
 LP0022                          SUPERSEDED SURVEY CONTROL
 LP0022
 LP0022  NGVD 29 (??/??/92) 1307.826  (m)         4290.76   (f) ADJ UNCH    2 0
 LP0022
 LP0022.Superseded values are not recommended for survey control.
 LP0022
 LP0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0022.See file dsdata.pdf to determine how the superseded data were derived.
 LP0022
 LP0022_MARKER: DB = BENCH MARK DISK
 LP0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0022_STAMPING: B 88 1934
 LP0022_MARK LOGO: CGS
 LP0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0022+STABILITY: SURFACE MOTION
 LP0022
 LP0022  HISTORY     - Date     Condition        Report By
 LP0022  HISTORY     - 1934     MONUMENTED       CGS
 LP0022
 LP0022                          STATION DESCRIPTION
 LP0022
 LP0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0022'IN GRANTSVILLE.
 LP0022'AT EAST EDGE OF GRANTSVILLE, TOOELE COUNTY, ON U.S. HIGHWAY 40 AND 50,
 LP0022'OPPOSITE AN ENTERING GRANTSVILLE SIGN, 50 FEET WEST OF THE ROAD
 LP0022'LEADING TO TOOELE, AND 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 LP0022'A STANDARD DISK, STAMPED B 88 1934 AND SET IN THE TOP OF A CONCRETE
 LP0022'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0230 ***********************************************************************
 MS0230  DESIGNATION -  B 89
 MS0230  PID         -  MS0230
 MS0230  STATE/COUNTY-  UT/BOX ELDER
 MS0230  COUNTRY     -  US
 MS0230  USGS QUAD   -  SNOWVILLE (2017)
 MS0230
 MS0230                         *CURRENT SURVEY CONTROL
 MS0230  ______________________________________________________________________
 MS0230* NAD 83(1986) POSITION- 41 57 56.     (N) 112 42 40.     (W)   SCALED
 MS0230* NAVD 88 ORTHO HEIGHT -  1388.655 (meters)     4555.95  (feet) ADJUSTED
 MS0230  ______________________________________________________________________
 MS0230  GEOID HEIGHT    -        -14.943 (meters)                     GEOID18
 MS0230  DYNAMIC HEIGHT  -       1387.721 (meters)     4552.88  (feet) COMP
 MS0230  MODELED GRAVITY -    979,901.7   (mgal)                       NAVD 88
 MS0230
 MS0230  VERT ORDER      -  SECOND    CLASS 0
 MS0230
 MS0230.The horizontal coordinates were scaled from a map and have
 MS0230.an estimated accuracy of +/- 6 seconds.
 MS0230
 MS0230.The orthometric height was determined by differential leveling and
 MS0230.adjusted by the NATIONAL GEODETIC SURVEY
 MS0230.in June 1991.
 MS0230
 MS0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0230.GEOID18 height accuracy estimate available here.
 MS0230
 MS0230.Click photographs - Photos may exist for this station.
 MS0230
 MS0230.The dynamic height is computed by dividing the NAVD 88
 MS0230.geopotential number by the normal gravity value computed on the
 MS0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0230.degrees latitude (g = 980.6199 gals.).
 MS0230
 MS0230.The modeled gravity was interpolated from observed gravity values.
 MS0230
 MS0230;                    North         East    Units  Estimated Accuracy
 MS0230;SPC UT N     - 1,181,970.      399,600.      MT  (+/- 180 meters Scaled)
 MS0230
 MS0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM582473(NAD 83)
 MS0230
 MS0230                          SUPERSEDED SURVEY CONTROL
 MS0230
 MS0230  NGVD 29 (??/??/92) 1387.615  (m)         4552.53   (f) ADJ UNCH    2 0
 MS0230
 MS0230.Superseded values are not recommended for survey control.
 MS0230
 MS0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0230.See file dsdata.pdf to determine how the superseded data were derived.
 MS0230
 MS0230_MARKER: DB = BENCH MARK DISK
 MS0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0230_STAMPING: B 89 1934
 MS0230_MARK LOGO: CGS
 MS0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0230+STABILITY: SURFACE MOTION
 MS0230
 MS0230  HISTORY     - Date     Condition        Report By
 MS0230  HISTORY     - 1934     MONUMENTED       CGS
 MS0230  HISTORY     - 1968     MARK NOT FOUND   USGS
 MS0230
 MS0230                          STATION DESCRIPTION
 MS0230
 MS0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0230'IN SNOWVILLE.
 MS0230'AT SNOWVILLE, BOX ELDER COUNTY, ON THE LOT OF THE STATE ROAD
 MS0230'COMMISSION, 55 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30 S, AND
 MS0230'IN A PROPERTY LINE.  A STANDARD DISK, STAMPED B 89 1934 AND SET IN THE
 MS0230'TOP OF A CONCRETE POST.
 MS0230
 MS0230                          STATION RECOVERY (1968)
 MS0230
 MS0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MS0230'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0039 ***********************************************************************
 MS0039  DESIGNATION -  B 90
 MS0039  PID         -  MS0039
 MS0039  STATE/COUNTY-  UT/BOX ELDER
 MS0039  COUNTRY     -  US
 MS0039  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0039
 MS0039                         *CURRENT SURVEY CONTROL
 MS0039  ______________________________________________________________________
 MS0039* NAD 83(1986) POSITION- 41 31 20.     (N) 112 01 46.     (W)   SCALED
 MS0039* NAVD 88 ORTHO HEIGHT -  1305.846 (meters)     4284.26  (feet) ADJUSTED
 MS0039  ______________________________________________________________________
 MS0039  GEOID HEIGHT    -        -16.048 (meters)                     GEOID18
 MS0039  DYNAMIC HEIGHT  -       1304.905 (meters)     4281.18  (feet) COMP
 MS0039  MODELED GRAVITY -    979,858.2   (mgal)                       NAVD 88
 MS0039
 MS0039  VERT ORDER      -  FIRST     CLASS II
 MS0039
 MS0039.The horizontal coordinates were scaled from a map and have
 MS0039.an estimated accuracy of +/- 6 seconds.
 MS0039
 MS0039.The orthometric height was determined by differential leveling and
 MS0039.adjusted by the NATIONAL GEODETIC SURVEY
 MS0039.in June 1991.
 MS0039
 MS0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0039.GEOID18 height accuracy estimate available here.
 MS0039
 MS0039.Click photographs - Photos may exist for this station.
 MS0039
 MS0039.The dynamic height is computed by dividing the NAVD 88
 MS0039.geopotential number by the normal gravity value computed on the
 MS0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0039.degrees latitude (g = 980.6199 gals.).
 MS0039
 MS0039.The modeled gravity was interpolated from observed gravity values.
 MS0039
 MS0039;                    North         East    Units  Estimated Accuracy
 MS0039;SPC UT N     - 1,132,160.      455,810.      MT  (+/- 180 meters Scaled)
 MS0039
 MS0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL141972(NAD 83)
 MS0039
 MS0039                          SUPERSEDED SURVEY CONTROL
 MS0039
 MS0039  NGVD 29 (??/??/92) 1304.841  (m)         4280.97   (f) ADJ UNCH    1 2
 MS0039
 MS0039.Superseded values are not recommended for survey control.
 MS0039
 MS0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0039.See file dsdata.pdf to determine how the superseded data were derived.
 MS0039
 MS0039_MARKER: DB = BENCH MARK DISK
 MS0039_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0039_SP_SET: CULVERT HEADWALL
 MS0039_STAMPING: B 90 1934
 MS0039_MARK LOGO: CGS
 MS0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0039+STABILITY: SURFACE MOTION
 MS0039
 MS0039  HISTORY     - Date     Condition        Report By
 MS0039  HISTORY     - 1934     MONUMENTED       CGS
 MS0039  HISTORY     - 1954     MARK NOT FOUND   USGS
 MS0039  HISTORY     - 1967     MARK NOT FOUND   CGS
 MS0039  HISTORY     - 1987     MARK NOT FOUND   USGS
 MS0039
 MS0039                          STATION DESCRIPTION
 MS0039
 MS0039'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 MS0039'IN BRIGHAM.
 MS0039'AT BRIGHAM, BOX ELDER COUNTY, ON THE UNION PACIFIC RAILROAD, 2 POLES
 MS0039'SOUTH OF MILEPOST 22, 45 FEET SOUTHEAST OF SEMAPHORE 21.9, AT A
 MS0039'HIGHWAY CROSSING, 67 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 47
 MS0039'FEET EAST OF THE CENTERLINE OF THE TRACK, AT A CULVERT, AND IN THE TOP
 MS0039'OF THE EAST CONCRETE HEADWALL.  A STANDARD DISK, STAMPED B 90 1934.
 MS0039'NOTE-- THE CULVERT HAS BEEN WIDENED TO ACCOMMODATE ANOTHER TRACK.
 MS0039
 MS0039                          STATION RECOVERY (1967)
 MS0039
 MS0039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 MS0039'MARK NOT FOUND.
 MS0039
 MS0039                          STATION RECOVERY (1987)
 MS0039
 MS0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (GH)
 MS0039'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0609 ***********************************************************************
 LO0609  DESIGNATION -  B 91
 LO0609  PID         -  LO0609
 LO0609  STATE/COUNTY-  UT/SALT LAKE
 LO0609  COUNTRY     -  US
 LO0609  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0609
 LO0609                         *CURRENT SURVEY CONTROL
 LO0609  ______________________________________________________________________
 LO0609* NAD 83(1986) POSITION- 40 43 31.     (N) 111 58 05.     (W)   SCALED
 LO0609* NAVD 88 ORTHO HEIGHT -  1293.332 (meters)     4243.21  (feet) ADJUSTED
 LO0609  ______________________________________________________________________
 LO0609  GEOID HEIGHT    -        -17.144 (meters)                     GEOID18
 LO0609  DYNAMIC HEIGHT  -       1292.306 (meters)     4239.84  (feet) COMP
 LO0609  MODELED GRAVITY -    979,787.8   (mgal)                       NAVD 88
 LO0609
 LO0609  VERT ORDER      -  FIRST     CLASS II
 LO0609
 LO0609.The horizontal coordinates were scaled from a map and have
 LO0609.an estimated accuracy of +/- 6 seconds.
 LO0609
 LO0609.The orthometric height was determined by differential leveling and
 LO0609.adjusted by the NATIONAL GEODETIC SURVEY
 LO0609.in June 1991.
 LO0609
 LO0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0609.GEOID18 height accuracy estimate available here.
 LO0609
 LO0609.Click photographs - Photos may exist for this station.
 LO0609
 LO0609.The dynamic height is computed by dividing the NAVD 88
 LO0609.geopotential number by the normal gravity value computed on the
 LO0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0609.degrees latitude (g = 980.6199 gals.).
 LO0609
 LO0609.The modeled gravity was interpolated from observed gravity values.
 LO0609
 LO0609;                    North         East    Units  Estimated Accuracy
 LO0609;SPC UT C     - 2,265,670.      460,460.      MT  (+/- 180 meters Scaled)
 LO0609
 LO0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL182087(NAD 83)
 LO0609
 LO0609                          SUPERSEDED SURVEY CONTROL
 LO0609
 LO0609  NGVD 29 (??/??/92) 1292.395  (m)         4240.13   (f) ADJ UNCH    1 2
 LO0609
 LO0609.Superseded values are not recommended for survey control.
 LO0609
 LO0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0609.See file dsdata.pdf to determine how the superseded data were derived.
 LO0609
 LO0609_MARKER: DB = BENCH MARK DISK
 LO0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0609_STAMPING: B 91 1953
 LO0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0609+STABILITY: SURFACE MOTION
 LO0609
 LO0609  HISTORY     - Date     Condition        Report By
 LO0609  HISTORY     - 1953     MONUMENTED       CGS
 LO0609  HISTORY     - 1974     MARK NOT FOUND   USGS
 LO0609
 LO0609                          STATION DESCRIPTION
 LO0609
 LO0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LO0609'5.8 MI SW FROM SALT LAKE CITY.
 LO0609'2.7 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 LO0609'THE FREIGHT DEPOT AT SALT LAKE CITY, THENCE 3.1 MILES WEST ALONG STATE
 LO0609'HIGHWAY 201, AT THE UTAH CENTRAL AIRPORT, 36.5 FEET EAST OF THE
 LO0609'SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING USED AS A REPAIR SHOP,
 LO0609'140.9 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 4.8 FEET NORTHEAST
 LO0609'OF THE SOUTHEAST CORNER OF A FENCE, 0.9 FOOT NORTH OF A CONCRETE CURB
 LO0609'SURROUNDING A ROW OF 4 TREES, 1.2 EAST OF THE CONCRETE BASE OF THE
 LO0609'FENCE, ABOUT LEVEL WITH THE TOP OF THE CURB, AND SET IN THE TOP OF A
 LO0609'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LO0609
 LO0609                          STATION RECOVERY (1974)
 LO0609
 LO0609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LO0609'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0404 ***********************************************************************
 MR0404  DESIGNATION -  B 92
 MR0404  PID         -  MR0404
 MR0404  STATE/COUNTY-  UT/WEBER
 MR0404  COUNTRY     -  US
 MR0404  USGS QUAD   -  OGDEN (2017)
 MR0404
 MR0404                         *CURRENT SURVEY CONTROL
 MR0404  ______________________________________________________________________
 MR0404* NAD 83(1986) POSITION- 41 12 23.     (N) 111 58 46.     (W)   SCALED
 MR0404* NAVD 88 ORTHO HEIGHT -  1316.611 (meters)     4319.58  (feet) ADJUSTED
 MR0404  ______________________________________________________________________
 MR0404  GEOID HEIGHT    -        -16.727 (meters)                     GEOID18
 MR0404  DYNAMIC HEIGHT  -       1315.604 (meters)     4316.28  (feet) COMP
 MR0404  MODELED GRAVITY -    979,814.0   (mgal)                       NAVD 88
 MR0404
 MR0404  VERT ORDER      -  FIRST     CLASS I
 MR0404
 MR0404.The horizontal coordinates were scaled from a map and have
 MR0404.an estimated accuracy of +/- 6 seconds.
 MR0404
 MR0404.The orthometric height was determined by differential leveling and
 MR0404.adjusted by the NATIONAL GEODETIC SURVEY
 MR0404.in June 1991.
 MR0404
 MR0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0404.GEOID18 height accuracy estimate available here.
 MR0404
 MR0404.Click photographs - Photos may exist for this station.
 MR0404
 MR0404.The dynamic height is computed by dividing the NAVD 88
 MR0404.geopotential number by the normal gravity value computed on the
 MR0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0404.degrees latitude (g = 980.6199 gals.).
 MR0404
 MR0404.The modeled gravity was interpolated from observed gravity values.
 MR0404
 MR0404;                    North         East    Units  Estimated Accuracy
 MR0404;SPC UT N     - 1,097,060.      459,790.      MT  (+/- 180 meters Scaled)
 MR0404
 MR0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL178621(NAD 83)
 MR0404
 MR0404                          SUPERSEDED SURVEY CONTROL
 MR0404
 MR0404  NGVD 29 (??/??/92) 1315.611  (m)         4316.30   (f) ADJ UNCH    1 1
 MR0404
 MR0404.Superseded values are not recommended for survey control.
 MR0404
 MR0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0404.See file dsdata.pdf to determine how the superseded data were derived.
 MR0404
 MR0404_MARKER: DB = BENCH MARK DISK
 MR0404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0404_SP_SET: PILLAR
 MR0404_STAMPING: B 92 1953
 MR0404_MARK LOGO: CGS
 MR0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0404
 MR0404  HISTORY     - Date     Condition        Report By
 MR0404  HISTORY     - 1953     MONUMENTED       CGS
 MR0404  HISTORY     - 1967     GOOD             CGS
 MR0404  HISTORY     - 1983     SEE DESCRIPTION  NGS
 MR0404
 MR0404                          STATION DESCRIPTION
 MR0404
 MR0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0404'IN OGDEN.
 MR0404'AT OGDEN, 1.0 MILE SOUTH ALONG WALL AVENUE FROM THE UNION STATION, AT
 MR0404'THE UNION PACIFIC RAILROAD OVERPASS OVER THE AVENUE, SET VERTICALLY IN
 MR0404'THE EAST FACE OF THE NORTH CONCRETE PILLAR WEST OF THE AVENUE, 8.1
 MR0404'FEET EAST OF THE EAST EDGE OF THE WEST CURB OF THE AVENUE, 85 FEET
 MR0404'NORTH OF THE NORTH CURB OF 32ND STREET, 1.9 FEET WEST OF THE SOUTH END
 MR0404'OF A STEEL GUARDRAIL, AND 2.1 FEET ABOVE THE GROUND.
 MR0404
 MR0404                          STATION RECOVERY (1983)
 MR0404
 MR0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0404'THE 1967 DESCRIPTION IS ADEQUATE EXCEPT
 MR0404'THIS MARK IS UNDER A METAL BRACE OF A STEEL POLE AND ONLY THE
 MR0404'BOTTOM ONE INCH OF THE DISK IS VISIBLE, THE MARK IS INACCESSIBLE AND
 MR0404'WILL NOT BE LEVELED TO THIS DATE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0120 ***********************************************************************
 MS0120  DESIGNATION -  B 93
 MS0120  PID         -  MS0120
 MS0120  STATE/COUNTY-  UT/BOX ELDER
 MS0120  COUNTRY     -  US
 MS0120  USGS QUAD   -  WILLARD (2017)
 MS0120
 MS0120                         *CURRENT SURVEY CONTROL
 MS0120  ______________________________________________________________________
 MS0120* NAD 83(1986) POSITION- 41 26 14.     (N) 112 03 06.     (W)   SCALED
 MS0120* NAVD 88 ORTHO HEIGHT -  1291.887 (meters)     4238.47  (feet) ADJUSTED
 MS0120  ______________________________________________________________________
 MS0120  GEOID HEIGHT    -        -16.296 (meters)                     GEOID18
 MS0120  DYNAMIC HEIGHT  -       1290.949 (meters)     4235.39  (feet) COMP
 MS0120  MODELED GRAVITY -    979,853.5   (mgal)                       NAVD 88
 MS0120
 MS0120  VERT ORDER      -  FIRST     CLASS II
 MS0120
 MS0120.The horizontal coordinates were scaled from a map and have
 MS0120.an estimated accuracy of +/- 6 seconds.
 MS0120
 MS0120.The orthometric height was determined by differential leveling and
 MS0120.adjusted by the NATIONAL GEODETIC SURVEY
 MS0120.in June 1991.
 MS0120
 MS0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0120.GEOID18 height accuracy estimate available here.
 MS0120
 MS0120.Click photographs - Photos may exist for this station.
 MS0120
 MS0120.The dynamic height is computed by dividing the NAVD 88
 MS0120.geopotential number by the normal gravity value computed on the
 MS0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0120.degrees latitude (g = 980.6199 gals.).
 MS0120
 MS0120.The modeled gravity was interpolated from observed gravity values.
 MS0120
 MS0120;                    North         East    Units  Estimated Accuracy
 MS0120;SPC UT N     - 1,122,730.      453,900.      MT  (+/- 180 meters Scaled)
 MS0120
 MS0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL121878(NAD 83)
 MS0120
 MS0120                          SUPERSEDED SURVEY CONTROL
 MS0120
 MS0120  NGVD 29 (??/??/92) 1290.900  (m)         4235.23   (f) ADJ UNCH    1 2
 MS0120
 MS0120.Superseded values are not recommended for survey control.
 MS0120
 MS0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0120.See file dsdata.pdf to determine how the superseded data were derived.
 MS0120
 MS0120_MARKER: DB = BENCH MARK DISK
 MS0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0120_STAMPING: B 93 1953
 MS0120_MARK LOGO: CGS
 MS0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0120+STABILITY: SURFACE MOTION
 MS0120
 MS0120  HISTORY     - Date     Condition        Report By
 MS0120  HISTORY     - 1953     MONUMENTED       CGS
 MS0120
 MS0120                          STATION DESCRIPTION
 MS0120
 MS0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0120'5.3 MI S FROM BRIGHAM CITY.
 MS0120'5.3 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MS0120'BRIGHAM CITY, 0.1 MILE (4-3/4 POLES) SOUTH OF MILEPOLE 16, AT THE
 MS0120'CROSSING OF A FARM ROAD, 4-3/4 RAILS NORTH OF 18-INCH CAST IRON PIPE
 MS0120'CULVERT 15.83, 49.2 FEET WEST OF THE WEST RAIL, 29 FEET SOUTH OF THE
 MS0120'CENTER LINE OF THE ROAD, 1.0 FOOT WEST OF A FENCE, 2.6 FEET SOUTH OF A
 MS0120'WITNESS POST, ABOUT 8 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 MS0120'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0073 ***********************************************************************
 MS0073  DESIGNATION -  B 94
 MS0073  PID         -  MS0073
 MS0073  STATE/COUNTY-  UT/BOX ELDER
 MS0073  COUNTRY     -  US
 MS0073  USGS QUAD   -  PUBLIC SHOOTING GROUNDS (2017)
 MS0073
 MS0073                         *CURRENT SURVEY CONTROL
 MS0073  ______________________________________________________________________
 MS0073* NAD 83(1986) POSITION- 41 35 56.     (N) 112 17 59.     (W)   SCALED
 MS0073* NAVD 88 ORTHO HEIGHT -  1291.492 (meters)     4237.17  (feet) ADJUSTED
 MS0073  ______________________________________________________________________
 MS0073  GEOID HEIGHT    -        -16.072 (meters)                     GEOID18
 MS0073  DYNAMIC HEIGHT  -       1290.586 (meters)     4234.20  (feet) COMP
 MS0073  MODELED GRAVITY -    979,877.4   (mgal)                       NAVD 88
 MS0073
 MS0073  VERT ORDER      -  FIRST     CLASS II
 MS0073
 MS0073.The horizontal coordinates were scaled from a map and have
 MS0073.an estimated accuracy of +/- 6 seconds.
 MS0073
 MS0073.The orthometric height was determined by differential leveling and
 MS0073.adjusted by the NATIONAL GEODETIC SURVEY
 MS0073.in June 1991.
 MS0073
 MS0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0073.GEOID18 height accuracy estimate available here.
 MS0073
 MS0073.Click photographs - Photos may exist for this station.
 MS0073
 MS0073.The dynamic height is computed by dividing the NAVD 88
 MS0073.geopotential number by the normal gravity value computed on the
 MS0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0073.degrees latitude (g = 980.6199 gals.).
 MS0073
 MS0073.The modeled gravity was interpolated from observed gravity values.
 MS0073
 MS0073;                    North         East    Units  Estimated Accuracy
 MS0073;SPC UT N     - 1,140,850.      433,330.      MT  (+/- 180 meters Scaled)
 MS0073
 MS0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM916060(NAD 83)
 MS0073
 MS0073                          SUPERSEDED SURVEY CONTROL
 MS0073
 MS0073  NGVD 29 (??/??/92) 1290.498  (m)         4233.91   (f) ADJ UNCH    1 2
 MS0073
 MS0073.Superseded values are not recommended for survey control.
 MS0073
 MS0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0073.See file dsdata.pdf to determine how the superseded data were derived.
 MS0073
 MS0073_MARKER: DB = BENCH MARK DISK
 MS0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0073_STAMPING: B 94 1953
 MS0073_MARK LOGO: CGS
 MS0073_PROJECTION: PROJECTING 9 CENTIMETERS
 MS0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0073+STABILITY: SURFACE MOTION
 MS0073
 MS0073  HISTORY     - Date     Condition        Report By
 MS0073  HISTORY     - 1953     MONUMENTED       CGS
 MS0073
 MS0073                          STATION DESCRIPTION
 MS0073
 MS0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0073'10.5 MI W FROM CORINNE.
 MS0073'0.2 MILE NORTH ALONG FOURTH STREET FROM THE PUBLIC SCHOOL AT CORINNE,
 MS0073'THENCE 10.3 MILES WEST ALONG STATE HIGHWAY 83.  AT THE T JUNCTION OF A
 MS0073'GRAVELED ROAD LEADING SOUTH, 50.6 FEET SOUTH OF THE CENTER LINE OF THE
 MS0073'HIGHWAY, 45 1/2 FEET WEST OF THE WEST END OF A GATE ACROSS THE ROAD,
 MS0073'1.1 FEET NORTH OF A FENCE, 1.8 FEET EAST OF A WITNESS POST, ABOUT 1/2
 MS0073'FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MS0073'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0074 ***********************************************************************
 MS0074  DESIGNATION -  B 94 RESET
 MS0074  PID         -  MS0074
 MS0074  STATE/COUNTY-  UT/BOX ELDER
 MS0074  COUNTRY     -  US
 MS0074  USGS QUAD   -  PUBLIC SHOOTING GROUNDS (2017)
 MS0074
 MS0074                         *CURRENT SURVEY CONTROL
 MS0074  ______________________________________________________________________
 MS0074* NAD 83(1986) POSITION- 41 35 56.19   (N) 112 17 57.78   (W)   HD_HELD1
 MS0074* NAVD 88 ORTHO HEIGHT -  1291.407 (meters)     4236.89  (feet) ADJUSTED
 MS0074  ______________________________________________________________________
 MS0074  GEOID HEIGHT    -        -16.072 (meters)                     GEOID18
 MS0074  DYNAMIC HEIGHT  -       1290.502 (meters)     4233.92  (feet) COMP
 MS0074  MODELED GRAVITY -    979,877.5   (mgal)                       NAVD 88
 MS0074
 MS0074  VERT ORDER      -  FIRST     CLASS II
 MS0074
 MS0074.The horizontal coordinates were determined by differentially corrected
 MS0074.hand held GPS observations or other comparable positioning techniques
 MS0074.and have an estimated accuracy of +/- 3 meters.
 MS0074
 MS0074.The orthometric height was determined by differential leveling and
 MS0074.adjusted by the NATIONAL GEODETIC SURVEY
 MS0074.in June 1991.
 MS0074
 MS0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0074.GEOID18 height accuracy estimate available here.
 MS0074
 MS0074.Click photographs - Photos may exist for this station.
 MS0074
 MS0074.The dynamic height is computed by dividing the NAVD 88
 MS0074.geopotential number by the normal gravity value computed on the
 MS0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0074.degrees latitude (g = 980.6199 gals.).
 MS0074
 MS0074.The modeled gravity was interpolated from observed gravity values.
 MS0074
 MS0074;                    North         East    Units  Estimated Accuracy
 MS0074;SPC UT N     - 1,140,854.9     433,358.8     MT  (+/- 3 meters HH1 GPS) 
 MS0074
 MS0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9171306064(NAD 83)
 MS0074
 MS0074                          SUPERSEDED SURVEY CONTROL
 MS0074
 MS0074.No superseded survey control is available for this station.
 MS0074
 MS0074_MARKER: DB = BENCH MARK DISK
 MS0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0074_STAMPING: B 94 RESET 1961
 MS0074_MARK LOGO: CGS
 MS0074_PROJECTION: PROJECTING 5 CENTIMETERS
 MS0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0074+STABILITY: SURFACE MOTION
 MS0074
 MS0074  HISTORY     - Date     Condition        Report By
 MS0074  HISTORY     - 1961     MONUMENTED       UTDH
 MS0074  HISTORY     - 1984     GOOD             NGS
 MS0074
 MS0074                          STATION DESCRIPTION
 MS0074
 MS0074'DESCRIBED BY UTAH STATE DEPARTMENT OF HIGHWAYS 1961
 MS0074'10.5 MI NW FROM CORINNE.
 MS0074'THIS MARK IS LOCATED 0.2 MILE NORTH ALONG FOURTH STREET FROM THE
 MS0074'PUBLIC SCHOOL AT CORINNE, THENCE 10.3 MILES WEST ALONG STATE HIGHWAY
 MS0074'83.  AT THE T JUNCTION OF A GRAVELED ROAD LEADING SOUTH, 98.0 FEET
 MS0074'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 35.0 FEET WEST OF THE WEST END
 MS0074'OF A GATE ACROSS THE ROAD, 1.2 FEET NORTH OF A FENCE LINE, 2.0 FEET
 MS0074'EAST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND SET
 MS0074'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MS0074
 MS0074                          STATION RECOVERY (1984)
 MS0074
 MS0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0074'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.54 KM
 MS0074'(6.55 MI) NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE IN
 MS0074'BRIGHAM CITY, THENCE 16.66 KM (10.35 MI) NORTHWEST ALONG STATE HIGHWAY
 MS0074'83, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A GRAVEL ROAD LEADING
 MS0074'SOUTH INTO THE PUBLIC SHOOTING GROUNDS WATERFOWL MANAGEMENT AREA,
 MS0074'30.2 METERS (99 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 10.0 METERS
 MS0074'(33 FT) NORTHWEST OF THE NORTHWEST GATE POST FOR AN IRON PIPE GATE,
 MS0074'8.5 METERS (28 FT) NORTH OF THE WEST ONE OF TWO POSTS SUPPORTING A
 MS0074'WOOD SIGN AND 0.3 METER (1 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 MS0074'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 MS0074'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0205 ***********************************************************************
 MS0205  DESIGNATION -  B 95
 MS0205  PID         -  MS0205
 MS0205  STATE/COUNTY-  UT/BOX ELDER
 MS0205  COUNTRY     -  US
 MS0205  USGS QUAD   -  LAKE RIDGE (2017)
 MS0205
 MS0205                         *CURRENT SURVEY CONTROL
 MS0205  ______________________________________________________________________
 MS0205* NAD 83(1986) POSITION- 41 42 28.     (N) 112 44 23.     (W)   SCALED
 MS0205* NAVD 88 ORTHO HEIGHT -  1286.763 (meters)     4221.65  (feet) ADJUSTED
 MS0205  ______________________________________________________________________
 MS0205  GEOID HEIGHT    -        -15.667 (meters)                     GEOID18
 MS0205  DYNAMIC HEIGHT  -       1285.905 (meters)     4218.84  (feet) COMP
 MS0205  MODELED GRAVITY -    979,911.1   (mgal)                       NAVD 88
 MS0205
 MS0205  VERT ORDER      -  FIRST     CLASS II
 MS0205
 MS0205.The horizontal coordinates were scaled from a map and have
 MS0205.an estimated accuracy of +/- 6 seconds.
 MS0205
 MS0205.The orthometric height was determined by differential leveling and
 MS0205.adjusted by the NATIONAL GEODETIC SURVEY
 MS0205.in June 1991.
 MS0205
 MS0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0205.GEOID18 height accuracy estimate available here.
 MS0205
 MS0205.Click photographs - Photos may exist for this station.
 MS0205
 MS0205.The dynamic height is computed by dividing the NAVD 88
 MS0205.geopotential number by the normal gravity value computed on the
 MS0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0205.degrees latitude (g = 980.6199 gals.).
 MS0205
 MS0205.The modeled gravity was interpolated from observed gravity values.
 MS0205
 MS0205;                    North         East    Units  Estimated Accuracy
 MS0205;SPC UT N     - 1,153,370.      396,820.      MT  (+/- 180 meters Scaled)
 MS0205
 MS0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM552187(NAD 83)
 MS0205
 MS0205                          SUPERSEDED SURVEY CONTROL
 MS0205
 MS0205  NGVD 29 (??/??/92) 1285.763  (m)         4218.37   (f) ADJ UNCH    1 2
 MS0205
 MS0205.Superseded values are not recommended for survey control.
 MS0205
 MS0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0205.See file dsdata.pdf to determine how the superseded data were derived.
 MS0205
 MS0205_MARKER: DB = BENCH MARK DISK
 MS0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0205_STAMPING: B 95 1953
 MS0205_MARK LOGO: CGS
 MS0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0205+STABILITY: SURFACE MOTION
 MS0205
 MS0205  HISTORY     - Date     Condition        Report By
 MS0205  HISTORY     - 1953     MONUMENTED       CGS
 MS0205
 MS0205                          STATION DESCRIPTION
 MS0205
 MS0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0205'11.4 MI SE FROM LOCOMOTIVE SPRINGS.
 MS0205'1.4 MILES NORTHEAST ALONG A DIRT ROAD FROM THE NORTHWEST SPRING OF
 MS0205'LOCOMOTIVE SPRINGS, THENCE 10.0 MILES SOUTHEAST ALONG A GRAVELED ROAD
 MS0205'ON THE ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED.  0.3 MILE
 MS0205'(11-1/4 POLES) SOUTHEAST OF MILEPOLE 755, 128 1/2 FEET SOUTH OF AND
 MS0205'ACROSS THE ROAD FROM A TELEPHONE POLE MARKED BY THE WHITE PAINTED
 MS0205'LETTERS BM, 70 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, ON
 MS0205'TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST END OF A RIDGE
 MS0205'SURROUNDED BY A SALT FLAT, 1.4 FEET NORTHEAST OF A WITNESS POST, ABOUT
 MS0205'3 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MS0205'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0297 ***********************************************************************
 MS0297  DESIGNATION -  B 96
 MS0297  PID         -  MS0297
 MS0297  STATE/COUNTY-  UT/BOX ELDER
 MS0297  COUNTRY     -  US
 MS0297  USGS QUAD   -  RED DOME (2017)
 MS0297
 MS0297                         *CURRENT SURVEY CONTROL
 MS0297  ______________________________________________________________________
 MS0297* NAD 83(1986) POSITION- 41 32 31.     (N) 113 25 05.     (W)   SCALED
 MS0297* NAVD 88 ORTHO HEIGHT -  1439.502 (meters)     4722.77  (feet) ADJUSTED
 MS0297  ______________________________________________________________________
 MS0297  GEOID HEIGHT    -        -16.141 (meters)                     GEOID18
 MS0297  DYNAMIC HEIGHT  -       1438.492 (meters)     4719.45  (feet) COMP
 MS0297  MODELED GRAVITY -    979,871.2   (mgal)                       NAVD 88
 MS0297
 MS0297  VERT ORDER      -  FIRST     CLASS II
 MS0297
 MS0297.The horizontal coordinates were scaled from a map and have
 MS0297.an estimated accuracy of +/- 6 seconds.
 MS0297
 MS0297.The orthometric height was determined by differential leveling and
 MS0297.adjusted by the NATIONAL GEODETIC SURVEY
 MS0297.in June 1991.
 MS0297
 MS0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0297.GEOID18 height accuracy estimate available here.
 MS0297
 MS0297.Click photographs - Photos may exist for this station.
 MS0297
 MS0297.The dynamic height is computed by dividing the NAVD 88
 MS0297.geopotential number by the normal gravity value computed on the
 MS0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0297.degrees latitude (g = 980.6199 gals.).
 MS0297
 MS0297.The modeled gravity was interpolated from observed gravity values.
 MS0297
 MS0297;                    North         East    Units  Estimated Accuracy
 MS0297;SPC UT N     - 1,135,980.      339,970.      MT  (+/- 180 meters Scaled)
 MS0297
 MS0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM983017(NAD 83)
 MS0297
 MS0297                          SUPERSEDED SURVEY CONTROL
 MS0297
 MS0297  NGVD 29 (??/??/92) 1438.453  (m)         4719.32   (f) ADJ UNCH    1 2
 MS0297
 MS0297.Superseded values are not recommended for survey control.
 MS0297
 MS0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0297.See file dsdata.pdf to determine how the superseded data were derived.
 MS0297
 MS0297_MARKER: DB = BENCH MARK DISK
 MS0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0297_STAMPING: B 96 1953
 MS0297_MARK LOGO: CGS
 MS0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0297+STABILITY: SURFACE MOTION
 MS0297
 MS0297  HISTORY     - Date     Condition        Report By
 MS0297  HISTORY     - 1953     MONUMENTED       CGS
 MS0297
 MS0297                          STATION DESCRIPTION
 MS0297
 MS0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0297'9.8 MI NE FROM WATERCRESS.
 MS0297'9.8 MILES NORTHEAST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0297'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0297'WATERCRESS, 0.3 MILE (11-3/4 POLES) NORTHEAST OF MILEPOLE 709, ABOUT
 MS0297'112 YARDS NORTHEAST OF THE JUNCTION OF A TRACK ROAD LEADING WEST, 294
 MS0297'FEET WEST OF THE SOUTHWEST CORNER OF THE SOUTH STONE HEAD WALL OF A 3-
 MS0297'BY 3-FOOT STONE CULVERT, 94 1/2 FEET NORTHEAST OF TELEPHONE POLE 50B,
 MS0297'54 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 42 FEET
 MS0297'SOUTHWEST OF A TELEPHONE POLE MARKED BY THE WHITE PAINTED LETTERS BM,
 MS0297'1.6 FEET NORTHEAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 MS0297'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 MS0297'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0364 ***********************************************************************
 MS0364  DESIGNATION -  B 97
 MS0364  PID         -  MS0364
 MS0364  STATE/COUNTY-  UT/BOX ELDER
 MS0364  COUNTRY     -  US
 MS0364  USGS QUAD   -  LUCIN (2017)
 MS0364
 MS0364                         *CURRENT SURVEY CONTROL
 MS0364  ______________________________________________________________________
 MS0364* NAD 83(1986) POSITION- 41 21 36.     (N) 113 55 52.     (W)   SCALED
 MS0364* NAVD 88 ORTHO HEIGHT -  1378.263 (meters)     4521.85  (feet) ADJUSTED
 MS0364  ______________________________________________________________________
 MS0364  GEOID HEIGHT    -        -16.713 (meters)                     GEOID18
 MS0364  DYNAMIC HEIGHT  -       1377.277 (meters)     4518.62  (feet) COMP
 MS0364  MODELED GRAVITY -    979,860.1   (mgal)                       NAVD 88
 MS0364
 MS0364  VERT ORDER      -  FIRST     CLASS II
 MS0364
 MS0364.The horizontal coordinates were scaled from a map and have
 MS0364.an estimated accuracy of +/- 6 seconds.
 MS0364
 MS0364.The orthometric height was determined by differential leveling and
 MS0364.adjusted by the NATIONAL GEODETIC SURVEY
 MS0364.in June 1991.
 MS0364
 MS0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0364.GEOID18 height accuracy estimate available here.
 MS0364
 MS0364.Click photographs - Photos may exist for this station.
 MS0364
 MS0364.The dynamic height is computed by dividing the NAVD 88
 MS0364.geopotential number by the normal gravity value computed on the
 MS0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0364.degrees latitude (g = 980.6199 gals.).
 MS0364
 MS0364.The modeled gravity was interpolated from observed gravity values.
 MS0364
 MS0364;                    North         East    Units  Estimated Accuracy
 MS0364;SPC UT N     - 1,116,860.      296,610.      MT  (+/- 180 meters Scaled)
 MS0364
 MS0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL548828(NAD 83)
 MS0364
 MS0364                          SUPERSEDED SURVEY CONTROL
 MS0364
 MS0364  NGVD 29 (??/??/92) 1377.243  (m)         4518.50   (f) ADJ UNCH    1 2
 MS0364
 MS0364.Superseded values are not recommended for survey control.
 MS0364
 MS0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0364.See file dsdata.pdf to determine how the superseded data were derived.
 MS0364
 MS0364_MARKER: DB = BENCH MARK DISK
 MS0364_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0364_SP_SET: CULVERT HEADWALL
 MS0364_STAMPING: B 97 1953
 MS0364_MARK LOGO: CGS
 MS0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0364+STABILITY: SURFACE MOTION
 MS0364
 MS0364  HISTORY     - Date     Condition        Report By
 MS0364  HISTORY     - 1953     MONUMENTED       CGS
 MS0364  HISTORY     - 1984     GOOD             NGS
 MS0364
 MS0364                          STATION DESCRIPTION
 MS0364
 MS0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0364'1.7 MI NW FROM LUCIN.
 MS0364'1.7 MILES NORTHWEST ALONG THE EAST-BOUND TRACK OF THE SOUTHERN PACIFIC
 MS0364'COMPANY RAILROAD FROM THE POST OFFICE AT LUCIN, 4 POLES SOUTHEAST OF
 MS0364'MILEPOLE 678, AT AN 8-FOOT CONCRETE ARCHED CULVERT, IN THE TOP OF THE
 MS0364'SOUTHEAST HEAD WALL, 1.2 FEET SOUTHEAST OF THE NORTHWEST END, 12.2
 MS0364'FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 4 FEET LOWER THAN THE
 MS0364'TRACK.
 MS0364
 MS0364                          STATION RECOVERY (1984)
 MS0364
 MS0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0364'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  26.38 KM
 MS0364'(16.40 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE POST
 MS0364'OFFICE AT MONTELLO NV, IN TOP OF AND 0.4 METER (1.2 FT) SOUTHEAST OF
 MS0364'THE NORTHWEST END OF THE SOUTHWEST HEADWALL FOR AN 8 FOOT CONCRETE
 MS0364'ARCH CULVERT UNDER THE TRACKS, 0.15 KM (0.09 MI) SOUTHEAST OF RAILROAD
 MS0364'MILEPOLE 678, 3.7 METERS (12.2 FT) SOUTHWEST OF THE SOUTHWEST RAIL.
 MS0364'THE MARK IS 1.3 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0357 ***********************************************************************
 LP0357  DESIGNATION -  BACCHUS AF PLANT 81 TANK
 LP0357  PID         -  LP0357
 LP0357  STATE/COUNTY-  UT/SALT LAKE
 LP0357  COUNTRY     -  US
 LP0357  USGS QUAD   -  MAGNA (2017)
 LP0357
 LP0357                         *CURRENT SURVEY CONTROL
 LP0357  ______________________________________________________________________
 LP0357* NAD 83(1994) POSITION- 40 40 07.75705(N) 112 02 39.31689(W)   ADJUSTED
 LP0357  ______________________________________________________________________
 LP0357  GEOID HEIGHT    -        -17.200 (meters)                     GEOID18
 LP0357  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 LP0357  HORZ ORDER      -  THIRD
 LP0357
 LP0357.The horizontal coordinates were established by classical geodetic methods
 LP0357.and adjusted by the National Geodetic Survey in November 1997.
 LP0357
 LP0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0357.GEOID18 height accuracy estimate available here.
 LP0357
 LP0357.Click photographs - Photos may exist for this station.
 LP0357
 LP0357.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0357
 LP0357. The following values were computed from the NAD 83(1994) position.
 LP0357
 LP0357;                    North         East     Units Scale Factor Converg.
 LP0357;SPC UT C     - 2,259,433.723   453,980.665   MT  1.00000474   -0 20 55.1
 LP0357;SPC UT C     - 7,412,825.47  1,489,434.90   sFT  1.00000474   -0 20 55.1
 LP0357;UTM  12      - 4,502,518.350   411,737.720   MT  0.99969589   -0 40 50.1
 LP0357
 LP0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1173702518(NAD 83)
 LP0357
 LP0357                          SUPERSEDED SURVEY CONTROL
 LP0357
 LP0357  NAD 83(1993)-  40 40 07.75640(N)    112 02 39.31540(W) AD(       ) 3
 LP0357  NAD 83(1986)-  40 40 07.74642(N)    112 02 39.30842(W) AD(       ) 3
 LP0357  NAD 27      -  40 40 07.93915(N)    112 02 36.52519(W) AD(       ) 3
 LP0357
 LP0357.Superseded values are not recommended for survey control.
 LP0357
 LP0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0357.See file dsdata.pdf to determine how the superseded data were derived.
 LP0357
 LP0357_MARKER: 51 = TANK
 LP0357
 LP0357  HISTORY     - Date     Condition        Report By
 LP0357  HISTORY     - 1962     FIRST OBSERVED   CGS
 LP0357  HISTORY     - 1973     GOOD             NGS
 LP0357  HISTORY     - 1983     GOOD             DMA
 LP0357  HISTORY     - 19850615 GOOD             NGS
 LP0357
 LP0357                          STATION DESCRIPTION
 LP0357
 LP0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LP0357'STATION IS THE TOP CENTER OF THE TANK, WHICH IS ABOUT 300 FEET
 LP0357'IN HEIGHT, PAINTED A CHECKERED RED AND WHITE COLOR AND NEAR
 LP0357'THE TOWN OF BACCHUS, WHICH IS ABOUT 14 MILES SOUTHWEST OF
 LP0357'THE CENTER OF SALT LAKE CITY.  THE TANK BELONGS TO AIR FORCE
 LP0357'PLANT 81.
 LP0357
 LP0357                          STATION RECOVERY (1973)
 LP0357
 LP0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LP0357'THE BACCHUS AIR FORCE PLANT 81 WATER TANK WAS VISITED AND
 LP0357'RECOVERED AS DESCRIBED IN 1962.
 LP0357
 LP0357                          STATION RECOVERY (1983)
 LP0357
 LP0357'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983 (GAS)
 LP0357'RECOVERED AS DESCRIBED.
 LP0357
 LP0357                          STATION RECOVERY (1985)
 LP0357
 LP0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 LP0357'THE STATION IS A TANK.  RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0456 ***********************************************************************
 KN0456  DESIGNATION -  BAD
 KN0456  PID         -  KN0456
 KN0456  STATE/COUNTY-  UT/DUCHESNE
 KN0456  COUNTRY     -  US
 KN0456  USGS QUAD   -  PINNACLE CANYON (2017)
 KN0456
 KN0456                         *CURRENT SURVEY CONTROL
 KN0456  ______________________________________________________________________
 KN0456* NAD 83(1994) POSITION- 39 52 16.76849(N) 110 05 38.85428(W)   ADJUSTED
 KN0456* NAVD 88 ORTHO HEIGHT -  2161.6   (meters)     7092.    (feet) VERTCON3
 KN0456  ______________________________________________________________________
 KN0456  GEOID HEIGHT    -        -17.424 (meters)                     GEOID18
 KN0456  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC18
 KN0456  HORZ ORDER      -  THIRD
 KN0456
 KN0456.The horizontal coordinates were established by classical geodetic methods
 KN0456.and adjusted by the National Geodetic Survey in November 1997.
 KN0456
 KN0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0456
 KN0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0456.GEOID18 height accuracy estimate available here.
 KN0456
 KN0456.Click photographs - Photos may exist for this station.
 KN0456
 KN0456.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0456
 KN0456. The following values were computed from the NAD 83(1994) position.
 KN0456
 KN0456;                    North         East     Units Scale Factor Converg.
 KN0456;SPC UT C     - 2,171,690.642   620,260.929   MT  0.99989902   +0 54 02.1
 KN0456;SPC UT C     - 7,124,955.05  2,034,972.73   sFT  0.99989902   +0 54 02.1
 KN0456;UTM  12      - 4,413,868.287   577,470.644   MT  0.99967389   +0 34 50.7
 KN0456
 KN0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0456!SPC UT C     -   0.99966373  x   0.99989902  =   0.99956278
 KN0456!UTM  12      -   0.99966373  x   0.99967389  =   0.99933773
 KN0456
 KN0456:                Primary Azimuth Mark                     Grid Az
 KN0456:SPC UT C     -  T11S R16E SECS 20 21 28 29               222 44 33.0
 KN0456:UTM  12      -  T11S R16E SECS 20 21 28 29               223 03 44.4
 KN0456
 KN0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK7747013868(NAD 83)
 KN0456
 KN0456|---------------------------------------------------------------------|
 KN0456| PID    Reference Object                     Distance      Geod. Az  |
 KN0456|                                                           dddmmss.s |
 KN0456| KN0457 T11S R16E SECS 20 21 28 29          APPROX. 5.5 KM 2233835.1 |
 KN0456|---------------------------------------------------------------------|
 KN0456
 KN0456                          SUPERSEDED SURVEY CONTROL
 KN0456
 KN0456  NAD 83(1993)-  39 52 16.75515(N)    110 05 38.85605(W) AD(       ) 3
 KN0456  NAD 83(1986)-  39 52 16.74762(N)    110 05 38.84852(W) AD(       ) 3
 KN0456  NAD 27      -  39 52 16.88509(N)    110 05 36.31309(W) AD(       ) 3
 KN0456  NGVD 29 (07/19/86) 2160.4    (m)         7088.     (f) VERT ANG       
 KN0456
 KN0456.Superseded values are not recommended for survey control.
 KN0456
 KN0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0456.See file dsdata.pdf to determine how the superseded data were derived.
 KN0456
 KN0456_MARKER: DD = SURVEY DISK
 KN0456_SETTING: 80 = SET IN A BOULDER
 KN0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0456+STABILITY: SURFACE MOTION
 KN0456
 KN0456  HISTORY     - Date     Condition        Report By
 KN0456  HISTORY     - 1953     MONUMENTED       USGS
 KN0456  HISTORY     - 1966     MARK NOT FOUND   USGS
 KN0456
 KN0456                          STATION DESCRIPTION
 KN0456
 KN0456'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 KN0456'LOCATED ABOUT 35 MI. SSW. OF ROOSEVELT, 9 MI. WNW. OF CONFLUENCE OF
 KN0456'MINNIE MAUD CREEK AND GREEN RIVER, ON TOP OF TIMBERED KNOLL ON BAD
 KN0456'LAND CLIFFS.  IT APPEARS TO BE HIGHEST POINT ON THESE CLIFFS.  THE
 KN0456'STATION MARK IS ABOUT 50 FT. S. OF HIGHEST POINT.
 KN0456'
 KN0456'TO REACH FROM POST OFFICE IN ROOSEVELT, DRIVE W. ON U.S. HIGHWAY 40
 KN0456'FOR 10.9 MI. TO JUNCTION OF UTAH STATE HIGHWAY 53, TURN LEFT (S.) 1.75
 KN0456'MI. TO Y-RD. AND JUNCTION OF UTAH HIGHWAY 216, TAKE LEFT FORK AND
 KN0456'FOLLOW MAIN-TRAVELED RD. 20.5 MI. TO THREE-WAY RD. FORK, TAKE MIDDLE
 KN0456'FORK FOR 10.2 MI. TO GASLINE CROSSING RD., TURN RIGHT AND FOLLOW
 KN0456'GASLINE FOR 2.2 MI. TO TRACK RD. LEFT IN WASH, TURN LEFT AND FOLLOW
 KN0456'RD. UP THE WASH FOR 3 MI. TO WHERE RD. BREAKS OVER INTO NINE MILE
 KN0456'CANYON, TURN LEFT AND FOLLOW RIDGE LINE FOR ABOUT 2 MI. TO FENCE LINE
 KN0456'AND END OF TRUCK TRAVEL, PACK NE. TO HIGHEST POINT AND STATION.
 KN0456'ABOUT A 10-MINUTE PACK.
 KN0456'
 KN0456'STATION MARK--STANDARD TABLET, STAMPED ---BAD 1953---, CEMENTED IN
 KN0456'DRILL HOLE IN EMBEDDED BOULDER.
 KN0456'
 KN0456'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, STAMPED ---1---, IN
 KN0456'BLAZE IN SIDE OF TREE.
 KN0456'
 KN0456'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, IN BLAZE IN SIDE OF
 KN0456'TREE.
 KN0456
 KN0456                          STATION RECOVERY (1966)
 KN0456
 KN0456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0456'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0745 ***********************************************************************
 LO0745  DESIGNATION -  BADGER
 LO0745  PID         -  LO0745
 LO0745  STATE/COUNTY-  UT/WASATCH
 LO0745  COUNTRY     -  US
 LO0745  USGS QUAD   -  STRAWBERRY RESERVOIR NE (2017)
 LO0745
 LO0745                         *CURRENT SURVEY CONTROL
 LO0745  ______________________________________________________________________
 LO0745* NAD 83(1994) POSITION- 40 10 49.73978(N) 111 05 47.98430(W)   ADJUSTED
 LO0745* NAVD 88 ORTHO HEIGHT -  2430.8   (meters)     7975.    (feet) VERTCON3
 LO0745  ______________________________________________________________________
 LO0745  GEOID HEIGHT    -        -15.700 (meters)                     GEOID18
 LO0745  LAPLACE CORR    -          1.16  (seconds)                    DEFLEC18
 LO0745  HORZ ORDER      -  FIRST
 LO0745
 LO0745.The horizontal coordinates were established by classical geodetic methods
 LO0745.and adjusted by the National Geodetic Survey in November 1997.
 LO0745
 LO0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0745
 LO0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0745.GEOID18 height accuracy estimate available here.
 LO0745
 LO0745.Click photographs - Photos may exist for this station.
 LO0745
 LO0745.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0745
 LO0745. The following values were computed from the NAD 83(1994) position.
 LO0745
 LO0745;                    North         East     Units Scale Factor Converg.
 LO0745;SPC UT C     - 2,205,147.175   534,348.741   MT  0.99991696   +0 15 30.1
 LO0745;SPC UT C     - 7,234,720.36  1,753,109.16   sFT  0.99991696   +0 15 30.1
 LO0745;UTM  12      - 4,447,793.888   491,770.698   MT  0.99960083   -0 03 44.5
 LO0745
 LO0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0745!SPC UT C     -   0.99962127  x   0.99991696  =   0.99953827
 LO0745!UTM  12      -   0.99962127  x   0.99960083  =   0.99922226
 LO0745
 LO0745:                Primary Azimuth Mark                     Grid Az
 LO0745:SPC UT C     -  BADGER AZ MK                             050 08 18.2
 LO0745:UTM  12      -  BADGER AZ MK                             050 27 32.8
 LO0745
 LO0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK9177047793(NAD 83)
 LO0745
 LO0745|---------------------------------------------------------------------|
 LO0745| PID    Reference Object                     Distance      Geod. Az  |
 LO0745|                                                           dddmmss.s |
 LO0745| CM4212 BADGER AZ MK                                       0502348.3 |
 LO0745| CM4213 BADGER RM 1                          17.118 METERS 10002     |
 LO0745| CM4214 BADGER RM 2                          11.568 METERS 19610     |
 LO0745|---------------------------------------------------------------------|
 LO0745
 LO0745                          SUPERSEDED SURVEY CONTROL
 LO0745
 LO0745  NAD 83(1993)-  40 10 49.73924(N)    111 05 47.98225(W) AD(       ) 1
 LO0745  NAD 83(1986)-  40 10 49.72736(N)    111 05 47.97585(W) AD(       ) 1
 LO0745  NAD 27      -  40 10 49.88900(N)    111 05 45.37300(W) AD(       ) 1
 LO0745  NGVD 29 (07/19/86) 2429.4    (m)         7970.     (f) VERT ANG       
 LO0745
 LO0745.Superseded values are not recommended for survey control.
 LO0745
 LO0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0745.See file dsdata.pdf to determine how the superseded data were derived.
 LO0745
 LO0745_MARKER: DS = TRIANGULATION STATION DISK
 LO0745_SETTING: 80 = SET IN A BOULDER
 LO0745_STAMPING: BADGER 1946
 LO0745_MARK LOGO: CGS
 LO0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0745+STABILITY: SURFACE MOTION
 LO0745
 LO0745  HISTORY     - Date     Condition        Report By
 LO0745  HISTORY     - 1946     MONUMENTED       CGS
 LO0745
 LO0745                          STATION DESCRIPTION
 LO0745
 LO0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO0745'THE STATION IS LOCATED ON THE FIRST PROMINENT, SAGEBRUSH-COVERED
 LO0745'HILL EAST OF STRAWBERRY RESERVOIR.  THE STATION MARK IS A BRONZE
 LO0745'DISK, PROJECTS 6 INCHES, SET ON HIGHEST POINT OF HILL AND IS
 LO0745'STAMPED--BADGER 1946.
 LO0745'
 LO0745'REFERENCE MARK NO. 1 IS SET FLUSH AT SAME ELEVATION AS THE STATION
 LO0745'MARK AND IS STAMPED--BADGER NO 1 1946.
 LO0745'
 LO0745'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, IS SAME ELEVATION AS
 LO0745'THE STATION MARK AND IS STAMPED--BADGER NO 2 1946.
 LO0745'
 LO0745'THE AZIMUTH MARK IS SET FLUSH, 0.1 MILE SOUTH OF U.S. HIGHWAY
 LO0745'40 AND 66 FEET WEST OF A DIRT ROAD.  IT IS STAMPED--BADGER 1946.
 LO0745'
 LO0745'TO REACH THE STATION FROM STRAWBERRY JUNCTION, GO EAST AND SOUTH
 LO0745'ON U.S. HIGHWAY 40, 7.4 MILES TO A ROAD RIGHT AT A CUT IN HIGHWAY.
 LO0745'TURN RIGHT, GO 0.1 MILE TO AZIMUTH MARK ON RIGHT.  CONTINUE 0.5
 LO0745'MILE TO FORK.  TURN RIGHT, GO 1.0 MILE TO STATION ON RIGHT.  A
 LO0745'DRIVE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0637 ***********************************************************************
 LN0637  DESIGNATION -  BADLAND
 LN0637  PID         -  LN0637
 LN0637  STATE/COUNTY-  UT/UINTAH
 LN0637  COUNTRY     -  US
 LN0637  USGS QUAD   -  RED WASH (2017)
 LN0637
 LN0637                         *CURRENT SURVEY CONTROL
 LN0637  ______________________________________________________________________
 LN0637* NAD 83(1994) POSITION- 40 12 11.43098(N) 109 21 16.87948(W)   ADJUSTED
 LN0637* NAVD 88 ORTHO HEIGHT -  1704.6   (meters)     5593.    (feet) VERTCON3
 LN0637  ______________________________________________________________________
 LN0637  GEOID HEIGHT    -        -17.534 (meters)                     GEOID18
 LN0637  LAPLACE CORR    -          5.75  (seconds)                    DEFLEC18
 LN0637  HORZ ORDER      -  FIRST
 LN0637
 LN0637.The horizontal coordinates were established by classical geodetic methods
 LN0637.and adjusted by the National Geodetic Survey in November 1997.
 LN0637
 LN0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0637
 LN0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0637.GEOID18 height accuracy estimate available here.
 LN0637
 LN0637.Click photographs - Photos may exist for this station.
 LN0637
 LN0637.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0637
 LN0637. The following values were computed from the NAD 83(1994) position.
 LN0637
 LN0637;                    North         East     Units Scale Factor Converg.
 LN0637;SPC UT C     - 2,209,779.382   682,620.063   MT  0.99991942   +1 22 27.3
 LN0637;SPC UT C     - 7,249,917.86  2,239,562.66   sFT  0.99991942   +1 22 27.3
 LN0637;UTM  12      - 4,451,606.087   640,029.393   MT  0.99984138   +1 03 44.0
 LN0637
 LN0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0637!SPC UT C     -   0.99973541  x   0.99991942  =   0.99965485
 LN0637!UTM  12      -   0.99973541  x   0.99984138  =   0.99957683
 LN0637
 LN0637:                Primary Azimuth Mark                     Grid Az
 LN0637:SPC UT C     -  BADLAND AZ MK                            305 17 40.4
 LN0637:UTM  12      -  BADLAND AZ MK                            305 36 23.7
 LN0637
 LN0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK4002951606(NAD 83)
 LN0637
 LN0637|---------------------------------------------------------------------|
 LN0637| PID    Reference Object                     Distance      Geod. Az  |
 LN0637|                                                           dddmmss.s |
 LN0637| CP5305 BADLAND RM 1                         10.500 METERS 12214     |
 LN0637| LN0267 A 27                                               21858     |
 LN0637| AE9165 BADLAND AZ MK                                      3064007.7 |
 LN0637|---------------------------------------------------------------------|
 LN0637
 LN0637                          SUPERSEDED SURVEY CONTROL
 LN0637
 LN0637  NAD 83(1993)-  40 12 11.42416(N)    109 21 16.87643(W) AD(       ) 1
 LN0637  NAD 83(1986)-  40 12 11.41286(N)    109 21 16.86274(W) AD(       ) 1
 LN0637  NAD 27      -  40 12 11.54500(N)    109 21 14.40600(W) AD(       ) 1
 LN0637  NGVD 29 (07/31/96) 1703.4    (m)         5589.     (f) VERT ANG       
 LN0637  NGVD 29            1702.54   (m)         5585.8    (f) LEVELING    3  
 LN0637
 LN0637.Superseded values are not recommended for survey control.
 LN0637
 LN0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0637.See file dsdata.pdf to determine how the superseded data were derived.
 LN0637
 LN0637_MARKER: DS = TRIANGULATION STATION DISK
 LN0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0637_STAMPING: BADLAND 1937
 LN0637_MARK LOGO: CGS
 LN0637_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LN0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0637
 LN0637  HISTORY     - Date     Condition        Report By
 LN0637  HISTORY     - 1937     MONUMENTED       CGS
 LN0637  HISTORY     - 1946     GOOD             CGS
 LN0637  HISTORY     - 1963     GOOD             USGS
 LN0637  HISTORY     - 1966     GOOD             USGS
 LN0637  HISTORY     - 19810615 SEE DESCRIPTION  NGS
 LN0637
 LN0637                          STATION DESCRIPTION
 LN0637
 LN0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LN0637'THIS STATION IS LOCATED ON THE DIVIDE ON THE S SIDE OF BAD
 LN0637'LAND CREEK AND LIES ABOUT 12 MILES DUE S OF JENSEN, UTAH.  IT
 LN0637'IS 58 FEET NE OF THE CENTER LINE OF THE OLD TOLL ROAD FROM
 LN0637'JENSEN TO WATSON.
 LN0637'
 LN0637'SURFACE, UNDERGROUND, REFERENCE MARK NO. 1, AND AZIMUTH MARKS ARE
 LN0637'STANDARD BRONZE DISKS SET IN CONCRETE.
 LN0637'
 LN0637'AZIMUTH MARK IS 56 FEET SW OF CENTER LINE OF ROAD LEADING TO
 LN0637'STATION.
 LN0637'
 LN0637'BENCH MARK A 27 IS 0.685 METER LOWER IN ELEVATION THAN STATION.
 LN0637'
 LN0637'REACHED FROM JENSEN BY GOING E ACROSS THE GREEN RIVER BRIDGE ON
 LN0637'THE HIGHWAY FOR 0.2 MILE TO A T-ROAD RIGHT.  THENCE TURN RIGHT
 LN0637'OFF THE HIGHWAY AND GO SW ON A TRACK ROAD THAT LATER BECOMES
 LN0637'AN OLD GRADE, FOR 6.7 MILES TO A FORK.  THENCE TAKE LEFT FORK AND
 LN0637'GO S UP THE WASH, OUT ON TOP OF RIDGE AND THEN UP TO THE TOP
 LN0637'OF THE DIVIDE FOR 8.3 MILES TO THE TOP OF THE MAIN DIVIDE AND
 LN0637'THE STATION.
 LN0637
 LN0637                          STATION RECOVERY (1946)
 LN0637
 LN0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0637'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION AND AS
 LN0637'DESCRIBED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 LN0637'
 LN0637'STATION IS LOCATED ABOUT 12 MILES SOUTH OF JENSEN, ON THE DIVIDE
 LN0637'ON THE SOUTH SIDE OF BADLAND CREEK, AND IS ABOUT 60 FEET NORTHEAST
 LN0637'OF THE CENTERLINE OF THE ROAD.  IT IS A BRONZE DISK
 LN0637'PROJECTS 6 INCHES, AND IS STAMPED--BADLAND 1937.
 LN0637'
 LN0637'REFERENCE MARK NO. 1, PROJECTS 6 INCHES, AND IS THE
 LN0637'SAME ELEVATION AS THE STATION.  IT IS STAMPED--BADLAND 1937
 LN0637'NO 1.
 LN0637'
 LN0637'REFERENCE MARK NO. 2 IS USC AND GS B.M. A27 1933.  IT IS SET IN A
 LN0637'12-INCH SQUARE CONCRETE BLOCK AND PROJECTS 8 INCHES.  IT IS
 LN0637'STAMPED--5583.499 A27 1933
 LN0637'
 LN0637'THE AZIMUTH MARK, IS ABOUT 60 FEET SOUTHWEST OF THE
 LN0637'CENTERLINE OF THE ROAD LEADING TO STATION.  IT IS STAMPED--BADLAND
 LN0637'1937.
 LN0637'
 LN0637'TO REACH STATION FROM THE GREEN RIVER BRIDGE AT JENSEN, GO
 LN0637'EAST ON U.S. HIGHWAY 40 FOR 0.2 MILE TO ROAD RIGHT.  TURN RIGHT,
 LN0637'FOLLOW MAIN GRADED ROAD 7.0 MILES TO A FORK.  TURN LEFT, FOLLOW
 LN0637'ROAD UP WASH 8.9 MILES TO TOP OF RIDGE AND STATION SITE ON THE
 LN0637'LEFT.
 LN0637
 LN0637                          STATION RECOVERY (1963)
 LN0637
 LN0637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LN0637'DESCRIPTION REVISED AS FOLLOWS--1.  STATION MARK IS ABOUT 55 FT.
 LN0637'NE OF GRADED RD AND 40 FT. S. OF OILED RD.
 LN0637'
 LN0637'2.  NEW TO REACH DESCRIPTION FOLLOWS--TO REACH STATION FROM
 LN0637'BRIDGE OVER GREEN RIVER AT JENSEN, GO E. ON U.S. HIGHWAY 40 FOR
 LN0637'0.2 MI. TO RD. RIGHT.  TURN RIGHT AND FOLLOW OILED RD. FOR 4.9
 LN0637'MI. TO CATTLEGUARD AND END OF OILED SURFACE.  CONTINUE STRAIGHT
 LN0637'AHEAD ON GRADED RD. FOR 3.4 MI. TO PROMINENT T-FK.  TURN RIGHT
 LN0637'AND FOLLOW GRADED RD. UP HILL FOR 7.1 MI. TO RD FKS. AND
 LN0637'STATION.  THIS IS 2.5 MI. W OF THE CALIFORNIA OIL CO. OFFICE
 LN0637'AT RED WASH ALONG AN OILED RD.
 LN0637
 LN0637                          STATION RECOVERY (1966)
 LN0637
 LN0637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LN0637'TO REACH FROM BRIDGE OVER GREEN RIVER AT JENSEN, GO E. ON U.S.
 LN0637'HIGHWAY 40 FOR 0.2 MI. TO RD. RIGHT, TURN RIGHT AND FOLLOW OILED RD.
 LN0637'FOR 4.9 MI. TO CATTLEGUARD AND END OF OILED SURFACE, CONTINUE STRAIGHT
 LN0637'AHEAD ON GRADED RD. FOR 3.4 MI. TO PROMINENT T-RD., TURN RIGHT AND
 LN0637'FOLLOW GRADED RD. UPHILL FOR 7.1 MI. TO RD. FORKS AND STATION.  THIS
 LN0637'IS 2.5 MI. W. OF THE CALIFORNIA OIL COMPANY OFFICE AT RED WASH ALONG
 LN0637'OILED RD.
 LN0637'
 LN0637'RECOVERED.
 LN0637'
 LN0637'STATION MARK--BRONZE DISK, STAMPED ---BADLAND 1937---.
 LN0637
 LN0637                          STATION RECOVERY (1981)
 LN0637
 LN0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 LN0637'THE STATION MARK AND UNDERGROUND MARK PLUS REFERENCE MARK 1 WERE FOUND
 LN0637'OUT OF THE GROUND AND THE DISKS WERE RECOVERED AT THIS TIME. REFERENCE
 LN0637'MARK 2, WHICH IS A USCGS BM, AND THE AZIMUTH MARK WERE RECOVERED IN
 LN0637'GOOD CONDITION.  A NEW STATION WAS SET AND IS NOW CALLED BADLAND 2
 LN0637'1981, IS SET IN A SAFE LOCATION.  THE BM WAS RESET AS IT WILL SOON BE
 LN0637'DESTROYED AND THE AZIMUTH MARK IS USED BY THE NEW STATION AS WELL AS
 LN0637'ADDING A NUMBER 2 AZIMUTH MARK DUE TO THE LOCATION OF THE OLD AZIMUTH
 LN0637'MARK NEAR CONSTRUCTION.  A NEW LOCATION AND TO REACH ARE GIVEN IN THE
 LN0637'BADLAND 2 DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3695 ***********************************************************************
 AA3695  CBN         -  This is a Cooperative Base Network Control Station.
 AA3695  DESIGNATION -  BADLAND 2
 AA3695  PID         -  AA3695
 AA3695  STATE/COUNTY-  UT/UINTAH
 AA3695  COUNTRY     -  US
 AA3695  USGS QUAD   -  RED WASH (2017)
 AA3695
 AA3695                         *CURRENT SURVEY CONTROL
 AA3695  ______________________________________________________________________
 AA3695* NAD 83(2011) POSITION- 40 12 13.12441(N) 109 21 14.69332(W)   ADJUSTED
 AA3695* NAD 83(2011) ELLIP HT-  1686.812 (meters)        (06/27/12)   ADJUSTED
 AA3695* NAD 83(2011) EPOCH   -  2010.00
 AA3695* NAVD 88 ORTHO HEIGHT -  1704.3   (meters)     5592.    (feet) GPS OBS
 AA3695  ______________________________________________________________________
 AA3695  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3695  GEOID HEIGHT    -         -17.23 (meters)                     GEOID93
 AA3695  GEOID HEIGHT    -        -17.532 (meters)                     GEOID18
 AA3695  NAD 83(2011) X  - -1,617,068.103 (meters)                     COMP
 AA3695  NAD 83(2011) Y  - -4,603,686.724 (meters)                     COMP
 AA3695  NAD 83(2011) Z  -  4,096,370.442 (meters)                     COMP
 AA3695  LAPLACE CORR    -          5.68  (seconds)                    DEFLEC18
 AA3695
 AA3695  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3695  Standards:
 AA3695         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3695            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3695  -------------------------------------------------------------------
 AA3695  NETWORK    1.26   2.06           0.59   0.40   1.05     -0.13677735
 AA3695  -------------------------------------------------------------------
 AA3695  Click here for local accuracies and other accuracy information.
 AA3695
 AA3695.The horizontal coordinates were established by GPS observations
 AA3695.and adjusted by the National Geodetic Survey in June 2012.
 AA3695
 AA3695.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3695.been affixed to the stable North American tectonic plate. See 
 AA3695.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3695
 AA3695.The horizontal coordinates are valid at the epoch date displayed above
 AA3695.which is a decimal equivalence of Year/Month/Day.
 AA3695
 AA3695.The orthometric height was determined by GPS observations and a
 AA3695.high-resolution geoid model.
 AA3695
 AA3695.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3695.GEOID18 height accuracy estimate available here.
 AA3695
 AA3695.Click photographs - Photos may exist for this station.
 AA3695
 AA3695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3695
 AA3695.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3695
 AA3695.The ellipsoidal height was determined by GPS observations
 AA3695.and is referenced to NAD 83.
 AA3695
 AA3695. The following values were computed from the NAD 83(2011) position.
 AA3695
 AA3695;                    North         East     Units Scale Factor Converg.
 AA3695;SPC UT C     - 2,209,832.835   682,670.493   MT  0.99991948   +1 22 28.7
 AA3695;SPC UT C     - 7,250,093.23  2,239,728.11   sFT  0.99991948   +1 22 28.7
 AA3695;UTM  12      - 4,451,659.261   640,080.110   MT  0.99984156   +1 03 45.4
 AA3695
 AA3695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3695!SPC UT C     -   0.99973545  x   0.99991948  =   0.99965495
 AA3695!UTM  12      -   0.99973545  x   0.99984156  =   0.99957705
 AA3695
 AA3695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK4008051659(NAD 83)
 AA3695
 AA3695                          SUPERSEDED SURVEY CONTROL
 AA3695
 AA3695  NAD 83(2007)-  40 12 13.12402(N)    109 21 14.69391(W) AD(2002.00) 0
 AA3695  ELLIP H (02/10/07) 1686.831  (m)                       GP(2002.00)    
 AA3695  ELLIP H (11/14/01) 1686.833  (m)                       GP(       ) 4 2
 AA3695  NAD 83(1994)-  40 12 13.12337(N)    109 21 14.69314(W) AD(       ) B
 AA3695  ELLIP H (04/21/95) 1686.868  (m)                       GP(       ) 4 1
 AA3695
 AA3695.Superseded values are not recommended for survey control.
 AA3695
 AA3695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3695.See file dsdata.pdf to determine how the superseded data were derived.
 AA3695
 AA3695_MARKER: DS = TRIANGULATION STATION DISK
 AA3695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3695_STAMPING: BADLAND 2 1981
 AA3695_MARK LOGO: NGS
 AA3695_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3695+STABILITY: SURFACE MOTION
 AA3695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3695+SATELLITE: SATELLITE OBSERVATIONS - 1981
 AA3695
 AA3695  HISTORY     - Date     Condition        Report By
 AA3695  HISTORY     - 1981     MONUMENTED       NGS
 AA3695  HISTORY     - 19811231 GOOD             NGS
 AA3695
 AA3695                          STATION DESCRIPTION
 AA3695
 AA3695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AA3695'THE STATION IS LOCATED ABOUT 22 MI (35.4 KM) SOUTHEAST OF VERNAL, 14
 AA3695'MI (22.5 KM) SOUTH OF JENSEN AND ON THE ROAD RIGHT-OF-WAY. TO REACH
 AA3695'THE STATION FROM THE POST OFFICE IN JENSEN, GO EAST ON U.S. HIGHWAY 40
 AA3695'FOR 0.5 KM (0.30 MI) CROSSING THE BRIDGE OVER THE GREEN RIVER TO A
 AA3695'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY FOR 0.1 KM (0.05 MI) TO
 AA3695'A CATTLE GUARD.  CONTINUE ON THE MAIN ROAD FOR 8.0 KM (4.95 MI) TO A
 AA3695'CATTLE GUARD. CONTINUE ON THE MAIN ROAD FOR 2.7 KM (1.65 MI) TO A
 AA3695'CATTLE GUARD.  CONTINUE ON THE MAIN ROAD FOR 4.7 KM (2.90 MI) TO A
 AA3695'METAL BUILDING ON THE RIGHT WHICH IS OWNED BY CHEVRON OIL COMPANY.
 AA3695'CONTINUE ON THE MAIN ROAD FOR 3.8 KM (2.35 MI) TO A CATTLE GUARD.
 AA3695'CONTINUE ON THE MAIN ROAD FOR 4.0 KM (2.50 MI) TO A SIDE ROAD LEFT AND
 AA3695'THE AZIMUTH MARK NUMBER 1 ON THE RIGHT.  CONTINUE ON THE MAIN ROAD FOR
 AA3695'0.5 KM (0.30 MI) TO THE STATION MARK ON THE LEFT. THE STATION IS A
 AA3695'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 30 CM IN
 AA3695'DIAMETER AND IS FLUSH WITH THE GROUND.  IT IS 20.1 M (65.9 FT) NORTH
 AA3695'FROM THE CENTER OF PAVED ROAD, 12.5 M (41.0 FT) WEST-SOUTHWEST FROM AN
 AA3695'OLD FENCE CORNER, AND 1.2 M (3.9 FT) EAST FROM A METAL WITNESS POST.
 AA3695
 AA3695                          STATION RECOVERY (1981)
 AA3695
 AA3695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AA3695'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES, 30 CM IN
 AA3695'DIAMETERS, FLUSH WITH GROUND. THIS STATION WAS ESTABLISHED BECAUSE OF
 AA3695'ROAD AND PIPELINE CONSTRUCTION WHICH DESTROYED THE OLD STATION.  DUE
 AA3695'TO POOR WEATHER AND WORK ON THE ROAD, THE BENCH MARK WAS SET FIRST
 AA3695'JUST TO SAVE THE ELEVATION, WHEN THE HORIZONTAL STATION WAS CHECKED SO
 AA3695'IT COULD BE MOVED THE BENCH MARK BECAME REFERENCE MARK 4.
 AA3695'MEASUREMENTS WERE ALL MADE TO THE EXISTING PAVED ROAD AS THE NEW ROAD
 AA3695'IS NOT COMPLETED.  TO REACH THE STATION FROM THE POST OFFICE IN
 AA3695'JENSEN, GO EAST ON US 40 FOR 0.4 KM (0.25 MI) CROSSING THE BRIDGE OVER
 AA3695'THE GREEN RIVER TO A SIDE ROAD RIGHT.  TURN RIGHT, SOUTHERLY, FOR 0.1
 AA3695'KM (0.05 MI) TO A CATTLE GUARD.  CROSS OVER THE CATTLE GUARD
 AA3695'CONTINUING ON THE MAIN ROAD FOR 8.0 KM (4.95 MI) TO A CATTLE GUARD.
 AA3695'CROSS OVER THE CATTLE GUARD, CONTINUING ON THE MAIN ROAD FOR 2.7 KM
 AA3695'(1.65 MI) TO A CATTLE GUARD.  CROSS OVER THE CATTLE GUARD AND CONTINUE
 AA3695'ON THE MAIN ROAD FOR 4.7 KM (2.90 MI) TO A METAL BUILDING ON THE RIGHT
 AA3695'OWNED BY CHEVRON OIL COMPANY.  CONTINUE ON THE MAIN PAVED ROAD FOR 3.8
 AA3695'KM (2.35 MI) TO A CATTLE GUARD.  CONTINUE ON THE MAIN ROAD OVER THE
 AA3695'CATTLE GUARD FOR 4.0 KM (2.50 MI) TO A SIDE ROAD LEFT AND THE AZIMUTH
 AA3695'MARK NUMBER 1 ON THE RIGHT SIDE OF THE ROAD.  CONTINUE ON MAIN ROAD
 AA3695'FOR 0.5 KM (0.30 MI) ON OLD ROAD TO THE STATION MARK ON THE LEFT.
 AA3695'CONTINUE AHEAD FOR 0.9 KM (0.55 MI) TO THE AZIMUTH MARK NUMBER 2 ON
 AA3695'THE LEFT. THE STATION IS A STANDARD NGS DISK, STAMPED BADLAND 2 1981.
 AA3695'SET INTO AN IRON ROD WAS SET IN THE MONUMENT.  THE STATION IS LOCATED
 AA3695'66 FT (20.1 M) NORTH FROM THE CENTER OF PAVED ROAD.  41 FT (12.5 M)
 AA3695'WEST-SOUTHWEST FROM AN OLD FENCE CORNER.  4 FT (1.2 M) EAST FROM A
 AA3695'WITNESS POST WITH SIGN.
 AA3695'
 AA3695'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK
 AA3695'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM IN DIAMETER, FLUSH
 AA3695'WITH GROUND.  THIS AZIMUTH MARK WAS SET AT THIS TIME BECAUSE OF THE
 AA3695'POOR LOCATION OF THE OLD AZIMUTH MARK SO NEAR CONSTRUCTION.
 AA3695'THE MARK IS 38.7 M (127.0 FT)
 AA3695'NORTH-NORTHWEST FROM THE PAVED ROAD, 5.3 M (17.4 FT) SOUTH-SOUTHEAST
 AA3695'FROM THE FENCE, AND 1.1 M (3.6 FT) WEST FROM A METAL WITNESS POST WITH
 AA3695'SIGN.  AN IRON BAR IS SET IN THE CONCRETE AND AN UNDERGROUND DISK WAS
 AA3695'SET ABOUT 1.1 M (3.6 FT) UNDER THE SURFACE DISK.
 AA3695'
 AA3695'REFERENCE MARK NO 3
 AA3695'THIS STATION IS A REFERENCE MARK DISK.  SET INTO THE TOP OF A ROUND
 AA3695'CONCRETE MONUMENT 10 INCHES (25 CM) IN DIAMETER, FLUSH WITH GROUND.
 AA3695'REFERENCE MARK NUMBER 3, THE STATION IS A STANDARD NGS DISK, STAMPED
 AA3695'BADLAND 2 NO 3 1981.  AN IRON ROD WAS SET IN THE MONUMENT.  THE
 AA3695'STATION IS LOCATED 96 FT (29.3 M) NORTH NORTHEAST FROM THE CENTER OF A
 AA3695'PAVED ROAD.  55.5 FT (16.9 M) WEST FROM AN OLD FENCE CORNER.  1.5 FT
 AA3695'(0.5 M) EAST FROM AN IRON FENCE POST.  AND 1.0 FT, (0.3 M) 0.3 METERS,
 AA3695'(1.0 FT) LOWER THAN THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0500 ***********************************************************************
 KN0500  DESIGNATION -  BADLANDS
 KN0500  PID         -  KN0500
 KN0500  STATE/COUNTY-  UT/DUCHESNE
 KN0500  COUNTRY     -  US
 KN0500  USGS QUAD   -  LANCE CANYON (2017)
 KN0500
 KN0500                         *CURRENT SURVEY CONTROL
 KN0500  ______________________________________________________________________
 KN0500* NAD 83(1994) POSITION- 39 53 18.10228(N) 110 30 27.46949(W)   ADJUSTED
 KN0500* NAVD 88 ORTHO HEIGHT -  2839.7   (meters)     9317.    (feet) VERTCON3
 KN0500  ______________________________________________________________________
 KN0500  GEOID HEIGHT    -        -16.349 (meters)                     GEOID18
 KN0500  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 KN0500  HORZ ORDER      -  THIRD
 KN0500
 KN0500.The horizontal coordinates were established by classical geodetic methods
 KN0500.and adjusted by the National Geodetic Survey in November 1997.
 KN0500
 KN0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0500
 KN0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0500.GEOID18 height accuracy estimate available here.
 KN0500
 KN0500.Click photographs - Photos may exist for this station.
 KN0500
 KN0500.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0500
 KN0500. The following values were computed from the NAD 83(1994) position.
 KN0500
 KN0500;                    North         East     Units Scale Factor Converg.
 KN0500;SPC UT C     - 2,173,107.795   584,869.816   MT  0.99989925   +0 38 08.5
 KN0500;SPC UT C     - 7,129,604.49  1,918,860.39   sFT  0.99989925   +0 38 08.5
 KN0500;UTM  12      - 4,415,482.582   542,096.977   MT  0.99962182   +0 18 56.7
 KN0500
 KN0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0500!SPC UT C     -   0.99955727  x   0.99989925  =   0.99945656
 KN0500!UTM  12      -   0.99955727  x   0.99962182  =   0.99917925
 KN0500
 KN0500:                Primary Azimuth Mark                     Grid Az
 KN0500:SPC UT C     -  BOUNDARY                                 093 40 10.7
 KN0500:UTM  12      -  BOUNDARY                                 093 59 22.5
 KN0500
 KN0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK4209615482(NAD 83)
 KN0500
 KN0500|---------------------------------------------------------------------|
 KN0500| PID    Reference Object                     Distance      Geod. Az  |
 KN0500|                                                           dddmmss.s |
 KN0500| KN0474 BOUNDARY                            APPROX. 5.8 KM 0941819.2 |
 KN0500|---------------------------------------------------------------------|
 KN0500
 KN0500                          SUPERSEDED SURVEY CONTROL
 KN0500
 KN0500  NAD 83(1993)-  39 53 18.10130(N)    110 30 27.46802(W) AD(       ) 3
 KN0500  NAD 83(1986)-  39 53 18.08800(N)    110 30 27.46218(W) AD(       ) 3
 KN0500  NAD 27      -  39 53 18.23457(N)    110 30 24.90109(W) AD(       ) 3
 KN0500  NGVD 29 (07/19/86) 2838.3    (m)         9312.     (f) VERT ANG       
 KN0500
 KN0500.Superseded values are not recommended for survey control.
 KN0500
 KN0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0500.See file dsdata.pdf to determine how the superseded data were derived.
 KN0500
 KN0500_MARKER: DD = SURVEY DISK
 KN0500_SETTING: 0 = UNSPECIFIED SETTING
 KN0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0500+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2003
 KN0500
 KN0500  HISTORY     - Date     Condition        Report By
 KN0500  HISTORY     - 1966     MONUMENTED       USGS
 KN0500  HISTORY     - 20030929 GOOD             INDIV
 KN0500
 KN0500                          STATION DESCRIPTION
 KN0500
 KN0500'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KN0500'LOCATED 26 MI. (AIRLINE) NE. OF PRICE, UTAH, 20 MI. SW. OF DUCHESNE,
 KN0500'ON A HIGH RIDGE BETWEEN SOWERS CANYON AND ARGYLE CANYON.
 KN0500'
 KN0500'TO REACH FROM JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 33 AT
 KN0500'DUCHESNE, GO E. 10 MI. ON U.S. HIGHWAY 40, TURN RIGHT AT CROSSROADS
 KN0500'AND GO 0.3 MI. TO RD. FORK RIGHT, CROSS CANAL AND BEAR LEFT CONTINUING
 KN0500'ON MAIN RD. 5.9 MI. TO SIGN ---SOWERS CANYON--- AND RD. FORK RIGHT,
 KN0500'THENCE 2.2 MI. TO RD. FORK LEFT, THENCE 0.3 MI. TO RD. FORK RIGHT UP
 KN0500'RIDGE, CONTINUE 6.7 MI. TO U.S. FOREST SERVICE BOUNDARY FENCE, THENCE
 KN0500'7 MI. TO GATE AT ANTHRO MTN. RESEEDING AREA, THENCE 2.3 MI. TO RD.
 KN0500'FORK RIGHT, THENCE 0.9 MI. TO RD. FORK LEFT, CONTINUE ALONG RIDGE
 KN0500'1.8 MI. TO SUMMIT AND STATION.
 KN0500'
 KN0500'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---BADLANDS 1966---,
 KN0500'CEMENTED IN TOP OF CONCRETE POST PROJECTING 2 IN. ABOVE GROUND.
 KN0500'
 KN0500'REFERENCE MARK NO. 1--STANDARD BRONZE TABLET, STAMPED ---BADLANDS
 KN0500'RM NO 1 1966---, CEMENTED IN TOP OF BOULDER.
 KN0500'
 KN0500'REFERENCE MARK NO. 2--STANDARD BRONZE TABLET, STAMPED ---BADLANDS
 KN0500'RM NO 2 1966---, CEMENTED IN TOP OF BOULDER.
 KN0500
 KN0500                          STATION RECOVERY (2003)
 KN0500
 KN0500'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JB)
 KN0500'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0436 ***********************************************************************
 JN0436  DESIGNATION -  BAGPIPE
 JN0436  PID         -  JN0436
 JN0436  STATE/COUNTY-  UT/WAYNE
 JN0436  COUNTRY     -  US
 JN0436  USGS QUAD   -  ELATERITE BASIN (2017)
 JN0436
 JN0436                         *CURRENT SURVEY CONTROL
 JN0436  ______________________________________________________________________
 JN0436* NAD 83(1994) POSITION- 38 13 01.52039(N) 110 02 14.56093(W)   ADJUSTED
 JN0436* NAVD 88 ORTHO HEIGHT -  1998.0   (meters)     6555.    (feet) VERTCON3
 JN0436  ______________________________________________________________________
 JN0436  GEOID HEIGHT    -        -20.029 (meters)                     GEOID18
 JN0436  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 JN0436  HORZ ORDER      -  THIRD
 JN0436
 JN0436.The horizontal coordinates were established by classical geodetic methods
 JN0436.and adjusted by the National Geodetic Survey in November 1997.
 JN0436
 JN0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0436
 JN0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0436.GEOID18 height accuracy estimate available here.
 JN0436
 JN0436.Click photographs - Photos may exist for this station.
 JN0436
 JN0436.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0436
 JN0436. The following values were computed from the NAD 83(1994) position.
 JN0436
 JN0436;                    North         East     Units Scale Factor Converg.
 JN0436;SPC UT S     - 3,173,076.605   628,078.249   MT  0.99997979   +0 53 46.1
 JN0436;SPC UT S     -10,410,335.49  2,060,620.06   sFT  0.99997979   +0 53 46.1
 JN0436;UTM  12      - 4,230,339.889   584,266.825   MT  0.99968745   +0 35 44.0
 JN0436
 JN0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0436!SPC UT S     -   0.99968973  x   0.99997979  =   0.99966953
 JN0436!UTM  12      -   0.99968973  x   0.99968745  =   0.99937728
 JN0436
 JN0436:                Primary Azimuth Mark                     Grid Az
 JN0436:SPC UT S     -  LINE                                     142 48 52.9
 JN0436:UTM  12      -  LINE                                     143 06 55.0
 JN0436
 JN0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH8426630339(NAD 83)
 JN0436
 JN0436|---------------------------------------------------------------------|
 JN0436| PID    Reference Object                     Distance      Geod. Az  |
 JN0436|                                                           dddmmss.s |
 JN0436| JM0540 LINE                                APPROX. 8.8 KM 1434239.0 |
 JN0436|---------------------------------------------------------------------|
 JN0436
 JN0436                          SUPERSEDED SURVEY CONTROL
 JN0436
 JN0436  NAD 83(1986)-  38 13 01.51157(N)    110 02 14.56045(W) AD(       ) 3
 JN0436  NAD 27      -  38 13 01.56534(N)    110 02 12.09719(W) AD(       ) 3
 JN0436  NGVD 29 (07/19/86) 1997.0    (m)         6552.     (f) VERT ANG       
 JN0436
 JN0436.Superseded values are not recommended for survey control.
 JN0436
 JN0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0436.See file dsdata.pdf to determine how the superseded data were derived.
 JN0436
 JN0436_MARKER: DD = SURVEY DISK
 JN0436_SETTING: 80 = SET IN A BOULDER
 JN0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0436+STABILITY: SURFACE MOTION
 JN0436
 JN0436  HISTORY     - Date     Condition        Report By
 JN0436  HISTORY     - 1953     MONUMENTED       USGS
 JN0436
 JN0436                          STATION DESCRIPTION
 JN0436
 JN0436'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JN0436'LOCATED ABOUT 37 MI. ESE. OF HANKSVILLE AND 5 MI. W. OF CONFLUENCE OF
 JN0436'GREEN AND COLORADO RIVERS, ON PROMINIENT N-S. OUTLYING BUTTE BETWEEN
 JN0436'HORSE CANYON AND EAST FORK OF HORSE CANYON.  THE S. END OF THIS BUTTE
 JN0436'IS BROKEN INTO A SERIES OF PINNACLES.  THIS BUTTE IS SHOWN AS
 JN0436'ELATERITE BUTTE ON BOTH THE GRAZING MAP AND GEOLOGICAL MAP OF THE
 JN0436'AREA.  THE STATION IS ON THE HIGHEST POINT WHICH IS A LARGE WHITE
 JN0436'BOULDER ABOUT 20 FT. HIGH WHICH APPEARS TO BE BALANCED ON W. EDGE OF
 JN0436'BUTTE.  THE TOP OF THIS BOULDER IS SMALL ENOUGH THAT IT MAY BE USED
 JN0436'SATISFACTORILY AS A SIGNAL ON CENTER.
 JN0436'
 JN0436'STATION REACHED BY HELICOPTER.
 JN0436'
 JN0436'STATION MARK - STANDARD TABLET STAMPED ---BAGPIPE 1953--- CEMENTED IN
 JN0436'DRILL HOLE IN SOLID SANDSTONE BOULDER.
 JN0436'
 JN0436'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0533 ***********************************************************************
 JO0533  DESIGNATION -  BAILEY
 JO0533  PID         -  JO0533
 JO0533  STATE/COUNTY-  UT/BEAVER
 JO0533  COUNTRY     -  US
 JO0533  USGS QUAD   -  PINNACLE PASS (2017)
 JO0533
 JO0533                         *CURRENT SURVEY CONTROL
 JO0533  ______________________________________________________________________
 JO0533* NAD 83(1994) POSITION- 38 30 47.46252(N) 112 47 53.56451(W)   ADJUSTED
 JO0533* NAVD 88 ORTHO HEIGHT -  2414.8   (meters)     7923.    (feet) VERTCON3
 JO0533  ______________________________________________________________________
 JO0533  GEOID HEIGHT    -        -20.141 (meters)                     GEOID18
 JO0533  LAPLACE CORR    -          3.10  (seconds)                    DEFLEC18
 JO0533  HORZ ORDER      -  THIRD
 JO0533
 JO0533.The horizontal coordinates were established by classical geodetic methods
 JO0533.and adjusted by the National Geodetic Survey in June 1998.
 JO0533
 JO0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0533
 JO0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0533.GEOID18 height accuracy estimate available here.
 JO0533
 JO0533.Click photographs - Photos may exist for this station.
 JO0533
 JO0533.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0533
 JO0533. The following values were computed from the NAD 83(1994) position.
 JO0533
 JO0533;                    North         East     Units Scale Factor Converg.
 JO0533;SPC UT S     - 3,205,728.597   386,773.981   MT  1.00003220   -0 47 43.4
 JO0533;SPC UT S     -10,517,461.24  1,268,940.97   sFT  1.00003220   -0 47 43.4
 JO0533;UTM  12      - 4,264,288.591   343,222.452   MT  0.99990269   -1 07 11.9
 JO0533
 JO0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0533!SPC UT S     -   0.99962441  x   1.00003220  =   0.99965660
 JO0533!UTM  12      -   0.99962441  x   0.99990269  =   0.99952714
 JO0533
 JO0533:                Primary Azimuth Mark                     Grid Az
 JO0533:SPC UT S     -  PINEY                                    095 40 52.6
 JO0533:UTM  12      -  PINEY                                    096 00 21.1
 JO0533
 JO0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH4322264288(NAD 83)
 JO0533
 JO0533|---------------------------------------------------------------------|
 JO0533| PID    Reference Object                     Distance      Geod. Az  |
 JO0533|                                                           dddmmss.s |
 JO0533| JO0531 PINEY                               APPROX.12.5 KM 0945309.2 |
 JO0533|---------------------------------------------------------------------|
 JO0533
 JO0533                          SUPERSEDED SURVEY CONTROL
 JO0533
 JO0533  NAD 83(1986)-  38 30 47.45825(N)    112 47 53.56085(W) AD(       ) 3
 JO0533  NAD 27      -  38 30 47.56831(N)    112 47 50.73926(W) AD(       ) 3
 JO0533  NGVD 29 (07/19/86) 2413.4    (m)         7918.     (f) VERT ANG       
 JO0533
 JO0533.Superseded values are not recommended for survey control.
 JO0533
 JO0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0533.See file dsdata.pdf to determine how the superseded data were derived.
 JO0533
 JO0533_MARKER: DD = SURVEY DISK
 JO0533_SETTING: 66 = SET IN ROCK OUTCROP
 JO0533_STAMPING: BAILEY 1957
 JO0533_MARK LOGO: USGS
 JO0533_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0533+STABILITY: POSITION/ELEVATION WELL
 JO0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0533+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2011
 JO0533
 JO0533  HISTORY     - Date     Condition        Report By
 JO0533  HISTORY     - 1957     MONUMENTED       USGS
 JO0533  HISTORY     - 20110919 GOOD             GEOCAC
 JO0533
 JO0533                          STATION DESCRIPTION
 JO0533
 JO0533'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 JO0533'LOCATED ABOUT 15 MI. NE. OF MILFORD, 10 MI. E. OF UNION PACIFIC
 JO0533'RAILROAD, 1.5 MI. NW. OF POWER LINE, 0.5 MI. N. OF HEAD OF BAILEY
 JO0533'CANYON, ON SMALL TOP OF MAIN RIDGE OF MINERAL MOUNTAINS, 6 FT. S.
 JO0533'AND 2 FT. LOWER THAN HIGHEST ROCK.
 JO0533'
 JO0533'TO REACH FROM MILFORD POST OFFICE, DRIVE N. (TOWARD DESERET) ON STATE
 JO0533'HIGHWAY 257 FOR 5.5 MI. TO CURVE TO LEFT, CONTINUE STRAIGHT AHEAD ON
 JO0533'SIDE RD. ACROSS RAILROAD 2.0 MI. TO FORKS, CONTINUE STRAIGHT AHEAD
 JO0533'(RIGHT FORK) 6.7 MI. TO FORKS, CONTINUE STRAIGHT AHEAD (LEFT FORK)
 JO0533'1.7 MI. TO SIDE RD., TURN LEFT ON SIDE RD. UP CANYON 2.0 MI. TO
 JO0533'SUMMIT OF RIDGE AND DIM CROSSROADS, TURN LEFT (N.) ON DIM RD. ALONG
 JO0533'RIDGE 1.5 MI. TO SHARP RIGHT TURN IN MAHOGANY THICKET.  STATION IS
 JO0533'ABOUT 300 FT. SW. ON SMALL TOP.
 JO0533'
 JO0533'STATION MARK--STANDARD TABLET, STAMPED ---BAILEY 1957---, CEMENTED
 JO0533'IN GRANITE BEDROCK.
 JO0533'
 JO0533'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---RM
 JO0533'NO 1---, CEMENTED IN BEDROCK, 2 FT. HIGHER THAN STATION MARK.
 JO0533'
 JO0533'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---RM
 JO0533'NO 2 1957---, CEMENTED IN BEDROCK, 1 FT. HIGHER THAN STATION MARK.
 JO0533
 JO0533                          STATION RECOVERY (2011)
 JO0533
 JO0533'RECOVERY NOTE BY GEOCACHING 2011 (MFM)
 JO0533'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0507 ***********************************************************************
 JM0507  DESIGNATION -  BAILEY
 JM0507  PID         -  JM0507
 JM0507  STATE/COUNTY-  UT/SAN JUAN
 JM0507  COUNTRY     -  US
 JM0507  USGS QUAD   -  HATCH ROCK (2017)
 JM0507
 JM0507                         *CURRENT SURVEY CONTROL
 JM0507  ______________________________________________________________________
 JM0507* NAD 83(1994) POSITION- 38 10 19.69910(N) 109 27 34.78275(W)   ADJUSTED
 JM0507* NAVD 88 ORTHO HEIGHT -  1999.7   (meters)     6561.    (feet) VERTCON3
 JM0507  ______________________________________________________________________
 JM0507  GEOID HEIGHT    -        -19.069 (meters)                     GEOID18
 JM0507  LAPLACE CORR    -          4.94  (seconds)                    DEFLEC18
 JM0507  HORZ ORDER      -  THIRD
 JM0507
 JM0507.The horizontal coordinates were established by classical geodetic methods
 JM0507.and adjusted by the National Geodetic Survey in November 1997.
 JM0507
 JM0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0507
 JM0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0507.GEOID18 height accuracy estimate available here.
 JM0507
 JM0507.Click photographs - Photos may exist for this station.
 JM0507
 JM0507.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0507
 JM0507. The following values were computed from the NAD 83(1994) position.
 JM0507
 JM0507;                    North         East     Units Scale Factor Converg.
 JM0507;SPC UT S     - 3,169,035.892   678,769.408   MT  0.99997418   +1 15 00.3
 JM0507;SPC UT S     -10,397,078.59  2,226,929.30   sFT  0.99997418   +1 15 00.3
 JM0507;UTM  12      - 4,226,035.479   634,924.719   MT  0.99982421   +0 57 07.6
 JM0507
 JM0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0507!SPC UT S     -   0.99968932  x   0.99997418  =   0.99966351
 JM0507!UTM  12      -   0.99968932  x   0.99982421  =   0.99951358
 JM0507
 JM0507:                Primary Azimuth Mark                     Grid Az
 JM0507:SPC UT S     -  HATCH ROCK                               001 31 21.2
 JM0507:UTM  12      -  HATCH ROCK                               001 49 13.9
 JM0507
 JM0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH3492426035(NAD 83)
 JM0507
 JM0507|---------------------------------------------------------------------|
 JM0507| PID    Reference Object                     Distance      Geod. Az  |
 JM0507|                                                           dddmmss.s |
 JM0507| JM0506 HATCH ROCK                          APPROX. 6.2 KM 0024621.5 |
 JM0507|---------------------------------------------------------------------|
 JM0507
 JM0507                          SUPERSEDED SURVEY CONTROL
 JM0507
 JM0507  NAD 83(1986)-  38 10 19.68738(N)    109 27 34.78620(W) AD(       ) 3
 JM0507  NAD 27      -  38 10 19.72958(N)    109 27 32.37891(W) AD(       ) 3
 JM0507  NGVD 29 (07/19/86) 1998.6    (m)         6557.     (f) VERT ANG       
 JM0507
 JM0507.Superseded values are not recommended for survey control.
 JM0507
 JM0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0507.See file dsdata.pdf to determine how the superseded data were derived.
 JM0507
 JM0507_MARKER: DB = BENCH MARK DISK
 JM0507_SETTING: 66 = SET IN ROCK OUTCROP
 JM0507_STAMPING: BAILEY 1954
 JM0507_MARK LOGO: USGS
 JM0507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0507+STABILITY: POSITION/ELEVATION WELL
 JM0507
 JM0507  HISTORY     - Date     Condition        Report By
 JM0507  HISTORY     - 1954     MONUMENTED       USGS
 JM0507
 JM0507                          STATION DESCRIPTION
 JM0507
 JM0507'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0507'LOCATED ABOUT 28 MI. SSE. OF MOAB, 14 MI. SW. OF LA SAL, 8.1 MI. NW.
 JM0507'OF JUNCTION OF E. CANYON WASH AND PETERS CANYON, 4.6 MI. SW. OF
 JM0507'JUNCTION OF MAIL STATION WASH AND HATCH WASH, 4 MI. S. OF HATCH ROCK
 JM0507'ON HIGHEST TOP OF PLATEAU KNOWN LOCALLY AS RONE-BAILEY MESA.
 JM0507'
 JM0507'STATION REACHED BY HELICOPTER.
 JM0507'
 JM0507'STATION MARK--STANDARD TABLET STAMPED ---BAILEY 1954--- CEMENTED
 JM0507'IN DRILL HOLE IN SANDSTONE OUTCROP.
 JM0507'
 JM0507'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED ---NO 1 1954---
 JM0507'CEMENTED IN DRILL HOLE IN SANDSTONE OUTCROP, 10.78 FT. FROM STATION
 JM0507'MARK, S 26 DEG 38 MIN E.
 JM0507'
 JM0507'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED ---NO 2 1954---
 JM0507'CEMENTED IN DRILL HOLE IN SANDSTONE OUTCROP, 21.41 FT. FROM STATION
 JM0507'MARK, N 50 DEG 49 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0503 ***********************************************************************
 JO0503  DESIGNATION -  BAKERS
 JO0503  PID         -  JO0503
 JO0503  STATE/COUNTY-  UT/BEAVER
 JO0503  COUNTRY     -  US
 JO0503  USGS QUAD   -  SHELLY BALDY PEAK (2017)
 JO0503
 JO0503                         *CURRENT SURVEY CONTROL
 JO0503  ______________________________________________________________________
 JO0503* NAD 83(1994) POSITION- 38 18 08.57107(N) 112 29 45.10739(W)   ADJUSTED
 JO0503* NAVD 88 ORTHO HEIGHT -  3022.5   (meters)     9916.    (feet) VERTCON3
 JO0503  ______________________________________________________________________
 JO0503  GEOID HEIGHT    -        -19.263 (meters)                     GEOID18
 JO0503  LAPLACE CORR    -         16.13  (seconds)                    DEFLEC18
 JO0503  HORZ ORDER      -  FIRST
 JO0503
 JO0503.The horizontal coordinates were established by classical geodetic methods
 JO0503.and adjusted by the National Geodetic Survey in November 1997.
 JO0503
 JO0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0503
 JO0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0503.GEOID18 height accuracy estimate available here.
 JO0503
 JO0503.Click photographs - Photos may exist for this station.
 JO0503
 JO0503.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0503
 JO0503. The following values were computed from the NAD 83(1994) position.
 JO0503
 JO0503;                    North         East     Units Scale Factor Converg.
 JO0503;SPC UT S     - 3,182,006.176   412,893.595   MT  0.99999214   -0 36 36.5
 JO0503;SPC UT S     -10,439,631.93  1,354,635.07   sFT  0.99999214   -0 36 36.5
 JO0503;UTM  12      - 4,240,424.060   369,204.828   MT  0.99981069   -0 55 38.2
 JO0503
 JO0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0503!SPC UT S     -   0.99952899  x   0.99999214  =   0.99952113
 JO0503!UTM  12      -   0.99952899  x   0.99981069  =   0.99933977
 JO0503
 JO0503:                Primary Azimuth Mark                     Grid Az
 JO0503:SPC UT S     -  TUSHAR                                   029 54 04.3
 JO0503:UTM  12      -  TUSHAR                                   030 13 06.0
 JO0503
 JO0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH6920440424(NAD 83)
 JO0503
 JO0503|---------------------------------------------------------------------|
 JO0503| PID    Reference Object                     Distance      Geod. Az  |
 JO0503|                                                           dddmmss.s |
 JO0503| JO0506 TUSHAR                              APPROX.14.9 KM 0291727.8 |
 JO0503| JO0511 BEAVER BROOKLWN MILK PLT S STK      APPROX.14.6 KM 2571944.6 |
 JO0503| JO0514 BEAVER BROOKLWN MILK PLT N STK      APPROX.14.6 KM 2572040.5 |
 JO0503| CM4223 BAKERS RM 1                           6.751 METERS 28455     |
 JO0503| CM4224 BAKERS RM 2                           5.407 METERS 35454     |
 JO0503|---------------------------------------------------------------------|
 JO0503
 JO0503                          SUPERSEDED SURVEY CONTROL
 JO0503
 JO0503  NAD 83(1986)-  38 18 08.56679(N)    112 29 45.10498(W) AD(       ) 1
 JO0503  NAD 27      -  38 18 08.67300(N)    112 29 42.33600(W) AD(       ) 1
 JO0503  NGVD 29 (07/19/86) 3021.0    (m)         9911.     (f) VERT ANG       
 JO0503
 JO0503.Superseded values are not recommended for survey control.
 JO0503
 JO0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0503.See file dsdata.pdf to determine how the superseded data were derived.
 JO0503
 JO0503_MARKER: DS = TRIANGULATION STATION DISK
 JO0503_SETTING: 80 = SET IN A BOULDER
 JO0503_STAMPING: BAKERS 1938
 JO0503_MARK LOGO: CGS
 JO0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0503+STABILITY: SURFACE MOTION
 JO0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0503+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2021
 JO0503
 JO0503  HISTORY     - Date     Condition        Report By
 JO0503  HISTORY     - 1938     MONUMENTED       CGS
 JO0503  HISTORY     - 1971     GOOD             USGS
 JO0503  HISTORY     - 20210605 GOOD             PEAKBG
 JO0503
 JO0503                          STATION DESCRIPTION
 JO0503
 JO0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JO0503'STATION IS ON A HIGH TIMBERED RIDGE ABOUT 8-1/2 MILES ENE OF
 JO0503'BEAVER.  IT IS ON N SIDE OF HEAD OF BAKERS CANYON ON FIRST HIGH
 JO0503'POINT ABOUT 1 MILE E OF W RIM OF MOUNTAIN.
 JO0503'
 JO0503'SURFACE MARK IS A STANDARD BRONZE DISK IN CONCRETE IN A BOULDER
 JO0503'AS DESCRIBED.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JO0503'BRONZE DISKS IN BOULDERS.
 JO0503'
 JO0503'STATION IS REACHED FROM BEAVER AS FOLLOWS--FROM POST OFFICE GO N
 JO0503'ON U.S. 91 0.1 MILE TO PUFFER LAKE ROAD.  THENCE TURN R, E, AND
 JO0503'FOLLOW PUFFER LAKE ROAD 1.1 MILES TO A NARROW GRAVELED CROSS
 JO0503'ROAD, THEN TURN L, N, AND FOLLOW MAIN ROAD 2.0 MILES TO A
 JO0503'HOUSE AND BARN ON L, WHEN DIRECTLY OPPOSITE BARN TURN R,
 JO0503'EASTERLY, OFF MAIN ROAD AND FOLLOW A DIM TRACK ROAD UP A
 JO0503'SMALL SAGE-FILLED VALLEY 0.75 MILE.  THENCE TAKE L FORK,
 JO0503'EASTERLY, AND GO 0.45 MILE TO A FORK, TAKE R FORK
 JO0503'(NORTHEASTERLY) AND GO 0.3 MILE TO A WIRE GATE.  PASS THRU GATE
 JO0503'AND TAKE L FORK, NORTHERLY, 1.2 MILES TO A GATE AND
 JO0503'FORK, GO THRU GATE AND TAKE R FORK, E, ON MAIN ROAD 0.4
 JO0503'MILE TO A FENCE CORNER AND FORK.  THENCE TAKE L FORK,
 JO0503'NORTHEASTERLY, ON MAIN ROAD AND GO 0.35 MILE TO AN OLD FENCE
 JO0503'LINE, CONTINUE ON MAIN ROAD 0.55 MILE, SOUTHEASTERLY, TO AN
 JO0503'ELECTRICAL TRANSMISSION LINE.  THENCE CONTINUE ON MAIN ROAD
 JO0503'0.65 MILE TO A WIRE FENCE AND GATE (FISHLAKE NATIONAL FOREST
 JO0503'BOUNDARY) PASS THRU GATE AND GO EASTERLY UP A CANYON ON A BADLY
 JO0503'WASHED ROAD 0.7 MILE TO END OF TRUCK TRAVEL NEAR A SPRING IN A
 JO0503'SMALL VALE.  TRUCK MAY BE DRIVEN FURTHER, BUT ROAD IS BAD.
 JO0503'FROM END OF TRUCK TRAVEL, PACK ON UP ROAD ABOUT 1 MILE TO
 JO0503'WHERE ROAD COMES ONTO A BENCH, AND IS BADLY WASHED.  KEEP ON R
 JO0503'EDGE OF WASH, EASTERLY, ALONG OLD ROAD ABOUT 1/4 MILE TO
 JO0503'WHERE ROAD COMES ONTO ANOTHER OPEN BENCH.  THERE IS A LARGE
 JO0503'OPENING AHEAD, AND TO R, ALSO A TIMBERED SPUR OF MOUNTAIN
 JO0503'ABOUT 1/2 MILE SE.  ROAD DOES NOT FOLLOW THIS OPENING, BUT,
 JO0503'INSTEAD, KEEP L, NE AND N, UP A RIDGE ON AN OLD ROAD ABOUT 1 MILE
 JO0503'TO WHERE ROAD COMES ONTO A BARE GREY BADLY-ERODED HILLSIDE.
 JO0503'THENCE KEEP R, EASTERLY, UP HILLSIDE (ALONG LARGEST GULLEY) TO
 JO0503'L SIDE OF A KNOLL.  AT A SADDLE ABOVE KNOLL KEEP TO L,
 JO0503'EASTERLY, ON OLD ROAD ABOUT 1/2 MILE TO AN OPENING IN TIMBER.
 JO0503'FOLLOW UP THIS OPENING AND PICK UP ROAD AT UPPER END (ROAD
 JO0503'PASSES THRU A GATE IN A LOG POLE FENCE ABOUT 1/4 MILE AFTER
 JO0503'LEAVING OPENING).  THENCE CONTINUE ON OLD ROAD ABOUT 1-1/2
 JO0503'MILES UP STEEP END OF A RIDGE, EASTERLY AND SOUTHEASTERLY, TO
 JO0503'A POINT WHERE ROAD COMES UP A SHORT STEEP PITCH TO TOP OF
 JO0503'MAIN RIDGE.  CONTINUE SOUTHERLY ON ROAD ABOUT 1/2 MILE TO AN
 JO0503'OPENING IN TIMBER (STATION IS ON HIGHEST POINT VISIBLE TO
 JO0503'S).  PICK UP ROAD ON E SIDE OF OPENING, AND GO SE AND E TO
 JO0503'WHERE ROAD COMES INTO ANOTHER OPENING ON A HILLSIDE
 JO0503'ABOVE A GULCH.  THENCE FOLLOW THIS OPENING ABOUT 1/3 MILE
 JO0503'EASTERLY, THEN SOUTHEASTERLY ABOUT 1/4 MILE TO WHERE OPENING
 JO0503'FORKS, THEN FOLLOW MAIN OPENING (RIGHT FORK) SOUTHERLY ABOUT
 JO0503'3/4 MILE TO S END OF OPENING, THEN CONTINUE SOUTHERLY ALONG EDGE
 JO0503'OF HEAVY TIMBER ABOUT 1/8 MILE, THEN SWING R (SOUTHWESTERLY,
 JO0503'THEN WESTERLY) UP A GENTLE SLOPING HEAVILY-TIMBERED RIDGE ABOUT
 JO0503'1/2 MILE TO HIGHEST POINT AND STATION.  IT IS ABOUT A 3 HOUR PACK.
 JO0503'
 JO0503'THERE IS A STANDARD DISK AZIMUTH MARK SET IN A LARGE BOULDER
 JO0503'(ABOUT 2-1/2 BY 3 FEET RECTANGULAR SHAPE) ABOUT 2-1/2 FEET ABOVE
 JO0503'GROUND SURFACE.  IT IS APPROXIMATELY 270 FEET WNW, ABOUT SAME
 JO0503'ELEVATION AS STATION, AND IS NOT VISIBLE FROM STATION.
 JO0503'
 JO0503'AZIMUTH IS CLOCK TOWER ATOP COUNTY COURTHOUSE IN CITY OF BEAVER.
 JO0503'IT IS A WHITE-POINTED DOME-SHAPED STRUCTURE SURMOUNTED BY A
 JO0503'WEATHER VANE, AND IS ABOUT W BY S 8 MILES.
 JO0503
 JO0503                          STATION RECOVERY (1971)
 JO0503
 JO0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JO0503'INSTRUMENT STAND 4.4 FT ABOVE STATION MARK.
 JO0503'
 JO0503'ALL MARKS IN GOOD CONDITION.
 JO0503'
 JO0503'STATION MARK--A STANDARD USC AND GS TABLET STAMPED BAKERS 1938
 JO0503'CEMENTED IN SOLID ROCK.
 JO0503'
 JO0503'REFERENCE MARK NO. 1--A STANDARD USC AND GS TABLET STAMPED NO 1
 JO0503'1938 CEMENTED IN SOLID ROCK.
 JO0503'
 JO0503'REFERENCE MARK NO 2--A STANDARD USC AND GS TABLET STAMPED NO 2
 JO0503'1938 CEMENTED IN SOLID ROCK.
 JO0503
 JO0503                          STATION RECOVERY (2021)
 JO0503
 JO0503'RECOVERY NOTE BY PEAK BAGGER 2021 (TWG)
 JO0503'TO REACH FROM BEAVER, UTAH, TAKE UT-153 EAST TO VIRTUAL MILE MARKER
 JO0503'14.8, THEN TURN LEFT ONTO FOREST SERVICE ROAD 124 AND STAY ON FSR-124
 JO0503'FOR 3.8 MI (6.1 KM).  THIS PASSES ALLRED SPRING AND ONE TURN TO MUD
 JO0503'FLATS.  PARK AND HIKE SOUTHWEST TO THE TOP AND THE STATION, ABOUT A
 JO0503'FIFTEEN MINUTE HIKE.  THIS AREA WAS SUBJECTED TO A WILDFIRE IN 2019.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0423 ***********************************************************************
 KN0423  DESIGNATION -  BALD
 KN0423  PID         -  KN0423
 KN0423  STATE/COUNTY-  UT/SANPETE
 KN0423  COUNTRY     -  US
 KN0423  USGS QUAD   -  SPENCER CANYON (2017)
 KN0423
 KN0423                         *CURRENT SURVEY CONTROL
 KN0423  ______________________________________________________________________
 KN0423* NAD 83(1994) POSITION- 39 45 36.41759(N) 111 34 40.21731(W)   ADJUSTED
 KN0423* NAVD 88 ORTHO HEIGHT -  2759.    (meters)     9052.    (feet) SCALED
 KN0423  ______________________________________________________________________
 KN0423  GEOID HEIGHT    -        -16.755 (meters)                     GEOID18
 KN0423  LAPLACE CORR    -          2.73  (seconds)                    DEFLEC18
 KN0423  HORZ ORDER      -  SECOND
 KN0423
 KN0423.The horizontal coordinates were established by classical geodetic methods
 KN0423.and adjusted by the National Geodetic Survey in November 1997.
 KN0423
 KN0423.The orthometric height was scaled from a topographic map.
 KN0423
 KN0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0423.GEOID18 height accuracy estimate available here.
 KN0423
 KN0423.Click photographs - Photos may exist for this station.
 KN0423
 KN0423.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0423
 KN0423. The following values were computed from the NAD 83(1994) position.
 KN0423
 KN0423;                    North         East     Units Scale Factor Converg.
 KN0423;SPC UT C     - 2,158,402.033   493,330.570   MT  0.99989967   -0 02 59.5
 KN0423;SPC UT C     - 7,081,357.34  1,618,535.38   sFT  0.99989967   -0 02 59.5
 KN0423;UTM  12      - 4,401,292.628   450,503.591   MT  0.99963016   -0 22 10.5
 KN0423
 KN0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0423!SPC UT C     -   0.99956993  x   0.99989967  =   0.99946964
 KN0423!UTM  12      -   0.99956993  x   0.99963016  =   0.99920024
 KN0423
 KN0423:                Primary Azimuth Mark                     Grid Az
 KN0423:SPC UT C     -  BALD AZ MK                               228 02 36.9
 KN0423:UTM  12      -  BALD AZ MK                               228 21 47.9
 KN0423
 KN0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK5050301292(NAD 83)
 KN0423
 KN0423|---------------------------------------------------------------------|
 KN0423| PID    Reference Object                     Distance      Geod. Az  |
 KN0423|                                                           dddmmss.s |
 KN0423| CM4226 BALD RM 1                             6.572 METERS 13404     |
 KN0423| CM4227 BALD RM 2                             8.242 METERS 21243     |
 KN0423| CM4225 BALD AZ MK                                         2275937.4 |
 KN0423|---------------------------------------------------------------------|
 KN0423
 KN0423                          SUPERSEDED SURVEY CONTROL
 KN0423
 KN0423  NAD 83(1993)-  39 45 36.40623(N)    111 34 40.21383(W) AD(       ) 2
 KN0423  NAD 83(1986)-  39 45 36.40485(N)    111 34 40.21159(W) AD(       ) 2
 KN0423  NAD 27      -  39 45 36.54900(N)    111 34 37.49200(W) AD(       ) 2
 KN0423
 KN0423.Superseded values are not recommended for survey control.
 KN0423
 KN0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0423.See file dsdata.pdf to determine how the superseded data were derived.
 KN0423
 KN0423_MARKER: DS = TRIANGULATION STATION DISK
 KN0423_SETTING: 80 = SET IN A BOULDER
 KN0423
 KN0423  HISTORY     - Date     Condition        Report By
 KN0423  HISTORY     - 1938     MONUMENTED       CGS
 KN0423  HISTORY     - 1947     GOOD             CGS
 KN0423  HISTORY     - 1947     GOOD             USGS
 KN0423
 KN0423                          STATION DESCRIPTION
 KN0423
 KN0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0423'STATION IS LOCATED ON HIGHEST POINT OF A PROMINENT FOUND
 KN0423'TOPPED MOUNTAIN KNOWN AS MT. BALDY.  IT IS 14 MILES ENE OF
 KN0423'NEPHI, AND ABOUT 9 MILES AIRLINE NNE OF FOUNTAIN GREEN, AND
 KN0423'3-1/2 MILES S OF UTAH-SANPETE COUNTY LINE, AND 3/4 MILE E
 KN0423'OF JUAB-SANPETE COUNTY LINE.  THERE IS A ROCK CAIRN ESE 23
 KN0423'FEET FROM STATION.
 KN0423'
 KN0423'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 KN0423'BOULDERS.  AZIMUTH MARK
 KN0423'(REFERENCE MARK NO. 3) IS A STANDARD BRONZE DISK IN BEDROCK.
 KN0423'
 KN0423'TO REACH STATION FROM FOUNTAIN GREEN, UTAH, GO NNW ON U.S.
 KN0423'HIGHWAY 189 4.4 MILES TO A TRACK ROAD CROSSING HIGHWAY AND
 KN0423'RR TRACKS (CATTLE GUARD ON RR).  TURN R ON TRACK ROAD AND
 KN0423'GO N 0.5 MILE TO HOUSE AND BARN.  TURN SHARP R ON TRACK ROAD
 KN0423'JUST BEFORE REACHING HOUSE.  FOLLOW MAIN TRACK ROAD E AND NE
 KN0423'ALONG A FENCED-IN SHEEP DRIVEWAY 3.4 MILES TO A WIDE PLACE IN
 KN0423'LANE AND FORK.  TAKE R FORK ALONG MAIN LANE 0.4 MILE TO A
 KN0423'GATE ON L.  TURN L THRU GATE AND FOLLOW TRACK ROAD EASTERLY
 KN0423'0.45 MILE TO FORK.  TAKE R FORK AND GO 0.40 MILE TO A GATE
 KN0423'AND A DIM FORK JUST BEYOND.  TAKE L FORK, MAIN TRAVELED
 KN0423'ROAD, 1.45 MILES TO TOP OF HILL AND OLD CORRAL ON R.  DIM
 KN0423'TRACK FORKS AT TOP OF HILL.  KEEP L FORK STRAIGHT AHEAD
 KN0423'AND DOWN HILL 0.3 MILE ALONG BOTTOM OF DRAW, TO FORK.
 KN0423'TAKE L FORK NE 0.1 MILE TO CORNER OF WOVEN WIRE FENCE.
 KN0423'TURN L ALONG FENCE 0.25 MILE TO TOP OF HILL (OLD CAMP ON
 KN0423'L) AND ENTER AN OPEN SPOT.  TURN L ALONG OPEN SPOT AND
 KN0423'PICK UP DIM TRACK ROAD, GO 0.2 MILE TO TOP OF RIDGE.
 KN0423'HERE TRACK ROAD BENDS L AND DOWN HILL.  LEAVE TRACK ROAD
 KN0423'AND TURN R (R ANGLE TO ROAD), CROSS OPEN SPOT AND HEAD NE
 KN0423'THRU BRUSH 0.2 MILE AND CROSS SMALL WASH ON LEFT.  TURN
 KN0423'R AFTER CROSSING WASH, THEN BEAR L AND HEAD NE TOWARD L
 KN0423'SIDE OF FIRST PROMINENT HILL ON RIDGE RUNNING SW FROM
 KN0423'STATION.  IT IS A DISTANCE OF 1.0 MILE TO ETT AFTER
 KN0423'LEAVING TRACK ROAD.
 KN0423'
 KN0423'AZIMUTH MARK IS LOCATED ABOUT 3/4 MILE SW OF STATION ON
 KN0423'RIDGE RUNNING SW FROM MT. BALDY AND IS ABOUT 200 YARDS TOWARD
 KN0423'STATION FROM END OF TRUCK TRAVEL.  IT IS ABOUT 24 FEET NE
 KN0423'OF A JUAB-SANPETE COUNTY BOUNDARY MARKER.
 KN0423
 KN0423                          STATION RECOVERY (1947)
 KN0423
 KN0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KN0423'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 KN0423'CONDITION.  STATION WAS OBSERVED ON BUT NOT OCCUPIED IN
 KN0423'1947.
 KN0423'
 KN0423'STATION IS LOCATED ON HIGHEST POINT OF A PROMINENT ROUND
 KN0423'TOPPED MOUNTAIN KNOWN AS MT. BALDY.  IT IS 14 MILES ENE OF NEPHI,
 KN0423'AND ABOUT 9 MILES AIR LINE NNE OF FOUNTAIN GREEN, AND 3-1/2
 KN0423'MILES S OF UTAH-SANPETE COUNTY LINE, AND 3/4 MILE E OF
 KN0423'JUAB-SANPETE COUNTY LINE.  THERE IS A ROCK CAIRN ESE 23 FEET FROM
 KN0423'STATION.
 KN0423'
 KN0423'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN BOULDERS.
 KN0423'AZIMUTH MARK (REFERENCE MARK
 KN0423'NO. 3) IS A STANDARD BRONZE DISK IN BEDROCK.
 KN0423'
 KN0423'TO REACH STATION FROM FOUNTAIN GREEN, UTAH, GO NNW ON U.S.
 KN0423'HIGHWAY 189 4.4 MILES TO A TRACK ROAD CROSSING HIGHWAY AND
 KN0423'RR TRACKS (CATTLE GUARD ON RR).  TURN R ON TRACK ROAD AND
 KN0423'GO N 0.5 MILE TO HOUSE AND BARN.  TURN SHARP R ON TRACK ROAD
 KN0423'JUST BEFORE REACHING HOUSE.  FOLLOW MAIN TRACK ROAD E AND
 KN0423'NE ALONG A FENCED-IN SHEEP DRIVEWAY 3.4 MILES TO A WIDE
 KN0423'PLACE IN LANE AND FORK.  TAKE R FORK ALONG MAIN LANE 0.4 MILE
 KN0423'TO A GATE ON L.  TURN L THRU GATE AND FOLLOW TRACK ROAD
 KN0423'EASTERLY 0.45 MILE TO FORK.  TAKE R FORK AND GO 0.40 MILE
 KN0423'TO A GATE AND A DIM FORK JUST BEYOND.  TAKE L FORK, MAIN
 KN0423'TRAVELED ROAD, 1.45 MILES TO TOP OF HILL AND OLD CORRAL ON
 KN0423'R.  DIM TRACK FORKS AT TOP OF HILL--KEEP L FORK STRAIGHT
 KN0423'AHEAD AND DOWN HILL 0.3 MILE ALONG BOTTOM OF DRAW, TO
 KN0423'FORK.  TAKE L FORK NE 0.1 MILE TO CORNER OF WOVEN WIRE
 KN0423'FENCE.  TURN L ALONG FENCE 0.25 MILE TO TOP OF HILL (OLD
 KN0423'CAMP ON L) AND ENTER AN OPEN SPOT.  TURN L ALONG OPEN
 KN0423'SPOT AND PICK UP DIM TRACK ROAD, GO 0.2 MILE TO TOP OF
 KN0423'RIDGE.  HERE TRACK ROAD BENDS L AND DOWN HILL.  LEAVE
 KN0423'TRACK ROAD AND TURN R (R ANGLE TO ROAD), CROSS OPEN SPOT
 KN0423'AND HEAD NE THRU BRUSH 0.2 MILE AND CROSS SMALL WASH ON
 KN0423'LEFT.  TURN R AFTER CROSSING WASH, THEN BEAR L AND HEAD NE
 KN0423'TOWARD L SIDE OF FIRST PROMINENT HILL ON RIDGE RUNNING SW
 KN0423'FROM STATION.  IT IS A DISTANCE OF 1.0 MILE TO ETT AFTER
 KN0423'LEAVING TRACK ROAD.
 KN0423'
 KN0423'AZIMUTH MARK IS LOCATED ABOUT 3/4 MILE SW OF STATION ON RIDGE
 KN0423'RUNNING SW FROM MT. BALDY AND IS ABOUT 200 YDS. TOWARD STATION
 KN0423'FROM END OF TRUCK TRAVEL.  IT IS ABOUT 24 FEET NE OF A
 KN0423'JUAB-SANPETE COUNTY BOUNDARY MARKER.
 KN0423
 KN0423                          STATION RECOVERY (1947)
 KN0423
 KN0423'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 KN0423'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0719 ***********************************************************************
 LO0719  DESIGNATION -  BALD
 LO0719  PID         -  LO0719
 LO0719  STATE/COUNTY-  UT/WASATCH
 LO0719  COUNTRY     -  US
 LO0719  USGS QUAD   -  HEBER CITY (2017)
 LO0719
 LO0719                         *CURRENT SURVEY CONTROL
 LO0719  ______________________________________________________________________
 LO0719* NAD 83(1994) POSITION- 40 36 32.02674(N) 111 28 50.44259(W)   ADJUSTED
 LO0719* NAVD 88 ORTHO HEIGHT -  2850.    (meters)     9350.    (feet) VERTCON3
 LO0719  ______________________________________________________________________
 LO0719  GEOID HEIGHT    -        -15.449 (meters)                     GEOID18
 LO0719  LAPLACE CORR    -         -9.74  (seconds)                    DEFLEC18
 LO0719  HORZ ORDER      -  THIRD
 LO0719
 LO0719.The horizontal coordinates were established by classical geodetic methods
 LO0719.and adjusted by the National Geodetic Survey in November 1997.
 LO0719
 LO0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0719
 LO0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0719.GEOID18 height accuracy estimate available here.
 LO0719
 LO0719.Click photographs - Photos may exist for this station.
 LO0719
 LO0719.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0719
 LO0719. The following values were computed from the NAD 83(1994) position.
 LO0719
 LO0719;                    North         East     Units Scale Factor Converg.
 LO0719;SPC UT C     - 2,252,639.409   501,635.173   MT  0.99999003   +0 00 44.6
 LO0719;SPC UT C     - 7,390,534.46  1,645,781.40   sFT  0.99999003   +0 00 44.6
 LO0719;UTM  12      - 4,495,453.346   459,336.116   MT  0.99962035   -0 18 46.3
 LO0719
 LO0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0719!SPC UT C     -   0.99955550  x   0.99999003  =   0.99954553
 LO0719!UTM  12      -   0.99955550  x   0.99962035  =   0.99917602
 LO0719
 LO0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK5933695453(NAD 83)
 LO0719
 LO0719                          SUPERSEDED SURVEY CONTROL
 LO0719
 LO0719  NAD 83(1993)-  40 36 32.02683(N)    111 28 50.44138(W) AD(       ) 3
 LO0719  NAD 83(1986)-  40 36 32.01357(N)    111 28 50.43292(W) AD(       ) 3
 LO0719  NAD 27      -  40 36 32.19678(N)    111 28 47.72482(W) AD(       ) 3
 LO0719  NGVD 29 (07/19/86) 2849.     (m)         9347.     (f) VERT ANG       
 LO0719
 LO0719.Superseded values are not recommended for survey control.
 LO0719
 LO0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0719.See file dsdata.pdf to determine how the superseded data were derived.
 LO0719
 LO0719_MARKER: DB = BENCH MARK DISK
 LO0719_SETTING: 66 = SET IN ROCK OUTCROP
 LO0719_STAMPING: 9356
 LO0719_MARK LOGO: USGS
 LO0719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0719+STABILITY: POSITION/ELEVATION WELL
 LO0719
 LO0719  HISTORY     - Date     Condition        Report By
 LO0719  HISTORY     - UNK      MONUMENTED       USGS
 LO0719  HISTORY     - 1954     GOOD             USGS
 LO0719
 LO0719                          STATION DESCRIPTION
 LO0719
 LO0719'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LO0719'ON A HIGH ROCKY SUMMIT ABOUT 1/2 MI. S. OF ONTARIO MINE, ABOUT 2/3 MI.
 LO0719'SE. OF PARK CITY, T.2 S., R.4 E., SEC.34 ELEV. 9,353 FT.
 LO0719'
 LO0719'STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
 LO0719'
 LO0719'STATION MARK - STANDARD TABLET STAMPED ---9356 FT.---
 LO0719'
 LO0719'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0444 ***********************************************************************
 LP0444  DESIGNATION -  BALD
 LP0444  PID         -  LP0444
 LP0444  STATE/COUNTY-  UT/UTAH
 LP0444  COUNTRY     -  US
 LP0444  USGS QUAD   -  LOWE PEAK (2017)
 LP0444
 LP0444                         *CURRENT SURVEY CONTROL
 LP0444  ______________________________________________________________________
 LP0444* NAD 83(1994) POSITION- 40 23 19.57279(N) 112 08 08.80517(W)   ADJUSTED
 LP0444* NAVD 88 ORTHO HEIGHT -  2289.0   (meters)     7510.    (feet) VERTCON3
 LP0444  ______________________________________________________________________
 LP0444  GEOID HEIGHT    -        -16.921 (meters)                     GEOID18
 LP0444  LAPLACE CORR    -        -11.99  (seconds)                    DEFLEC18
 LP0444  HORZ ORDER      -  THIRD
 LP0444
 LP0444.The horizontal coordinates were established by classical geodetic methods
 LP0444.and adjusted by the National Geodetic Survey in November 1997.
 LP0444
 LP0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0444
 LP0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0444.GEOID18 height accuracy estimate available here.
 LP0444
 LP0444.Click photographs - Photos may exist for this station.
 LP0444
 LP0444.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0444
 LP0444. The following values were computed from the NAD 83(1994) position.
 LP0444
 LP0444;                    North         East     Units Scale Factor Converg.
 LP0444;SPC UT C     - 2,228,388.164   446,020.907   MT  0.99994547   -0 24 26.2
 LP0444;SPC UT C     - 7,310,970.17  1,463,320.26   sFT  0.99994547   -0 24 26.2
 LP0444;UTM  12      - 4,471,527.518   403,601.254   MT  0.99971439   -0 44 09.6
 LP0444
 LP0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0444!SPC UT C     -   0.99964370  x   0.99994547  =   0.99958919
 LP0444!UTM  12      -   0.99964370  x   0.99971439  =   0.99935820
 LP0444
 LP0444:                Primary Azimuth Mark                     Grid Az
 LP0444:SPC UT C     -  KNOB                                     010 25 24.5
 LP0444:UTM  12      -  KNOB                                     010 45 07.9
 LP0444
 LP0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK0360171527(NAD 83)
 LP0444
 LP0444|---------------------------------------------------------------------|
 LP0444| PID    Reference Object                     Distance      Geod. Az  |
 LP0444|                                                           dddmmss.s |
 LP0444| LP0440 KNOB                                APPROX. 6.5 KM 0100058.3 |
 LP0444|---------------------------------------------------------------------|
 LP0444
 LP0444                          SUPERSEDED SURVEY CONTROL
 LP0444
 LP0444  NAD 83(1993)-  40 23 19.57259(N)    112 08 08.80338(W) AD(       ) 3
 LP0444  NAD 83(1986)-  40 23 19.56249(N)    112 08 08.79955(W) AD(       ) 3
 LP0444  NAD 27      -  40 23 19.76160(N)    112 08 06.01219(W) AD(       ) 3
 LP0444  NGVD 29 (07/19/86) 2287.8    (m)         7506.     (f) VERT ANG       
 LP0444
 LP0444.Superseded values are not recommended for survey control.
 LP0444
 LP0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0444.See file dsdata.pdf to determine how the superseded data were derived.
 LP0444
 LP0444_MARKER: DB = BENCH MARK DISK
 LP0444_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0444_STAMPING: BALD 1950
 LP0444_MARK LOGO: USGS
 LP0444_PROJECTION: FLUSH
 LP0444_MAGNETIC: P = MARKER IS A STEEL PIPE
 LP0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0444
 LP0444  HISTORY     - Date     Condition        Report By
 LP0444  HISTORY     - 1950     MONUMENTED       USGS
 LP0444
 LP0444                          STATION DESCRIPTION
 LP0444
 LP0444'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LP0444'LOCATED ABOUT 4.5 MI. NNW. OF CEDAR VALLEY, ON HIGH, BARE FOOTHILL ON
 LP0444'E. SIDE OF OQUIRRH MTNS., ON HIGHEST PART OF BALD KNOLL.
 LP0444'
 LP0444'TO REACH FROM CEDAR VALLEY, DRIVE 0.3 MI. NE. ON STATE HIGHWAY 68,
 LP0444'TURN LEFT (NNW.) FOR 4.5 MI. ALONG POOR RD. TO SW. SIDE OF BARE KNOLL.
 LP0444'CLIMB 0.5 MI. N. TO SADDLE AND 0.5 MI. E. TO TOP.
 LP0444'
 LP0444'STATION MARK--STANDARD TABLET STAMPED ---BALD 1950---, WELDED TO TOP
 LP0444'OF IRON PIPE SET FLUSH WITH GROUND.
 LP0444'
 LP0444'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 LP0444'1---, WELDED TO TOP OF IRON PIPE SET FLUSH WITH GROUND, 17.73 FT.
 LP0444'FROM STATION MARK AND 0.4 FT. HIGHER, S 48 DEG 40 MIN W.
 LP0444'
 LP0444'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 LP0444'2---, WELDED TO TOP OF IRON PIPE SET FLUSH WITH GROUND, 17.90 FT.
 LP0444'FROM STATION MARK, N 32 DEG 53 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0741 ***********************************************************************
 LO0741  DESIGNATION -  BALD KNOLL
 LO0741  PID         -  LO0741
 LO0741  STATE/COUNTY-  UT/WASATCH
 LO0741  COUNTRY     -  US
 LO0741  USGS QUAD   -  HEBER MOUNTAIN (2017)
 LO0741
 LO0741                         *CURRENT SURVEY CONTROL
 LO0741  ______________________________________________________________________
 LO0741* NAD 83(1994) POSITION- 40 25 07.51542(N) 111 13 25.87021(W)   ADJUSTED
 LO0741* NAVD 88 ORTHO HEIGHT -  3078.    (meters)    10098.    (feet) VERTCON3
 LO0741  ______________________________________________________________________
 LO0741  GEOID HEIGHT    -        -14.958 (meters)                     GEOID18
 LO0741  LAPLACE CORR    -          7.99  (seconds)                    DEFLEC18
 LO0741  HORZ ORDER      -  FIRST
 LO0741
 LO0741.The horizontal coordinates were established by classical geodetic methods
 LO0741.and adjusted by the National Geodetic Survey in November 1997.
 LO0741
 LO0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0741
 LO0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0741.GEOID18 height accuracy estimate available here.
 LO0741
 LO0741.Click photographs - Photos may exist for this station.
 LO0741
 LO0741.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0741
 LO0741. The following values were computed from the NAD 83(1994) position.
 LO0741
 LO0741;                    North         East     Units Scale Factor Converg.
 LO0741;SPC UT C     - 2,231,561.824   523,435.400   MT  0.99995067   +0 10 36.8
 LO0741;SPC UT C     - 7,321,382.42  1,717,304.31   sFT  0.99995067   +0 10 36.8
 LO0741;UTM  12      - 4,474,260.587   481,009.215   MT  0.99960444   -0 08 42.5
 LO0741
 LO0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0741!SPC UT C     -   0.99951981  x   0.99995067  =   0.99947050
 LO0741!UTM  12      -   0.99951981  x   0.99960444  =   0.99912444
 LO0741
 LO0741:                Primary Azimuth Mark                     Grid Az
 LO0741:SPC UT C     -  BALD KNOLL AZ MK                         122 35 50.2
 LO0741:UTM  12      -  BALD KNOLL AZ MK                         122 55 09.5
 LO0741
 LO0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK8100974260(NAD 83)
 LO0741
 LO0741|---------------------------------------------------------------------|
 LO0741| PID    Reference Object                     Distance      Geod. Az  |
 LO0741|                                                           dddmmss.s |
 LO0741| CM4228 BALD KNOLL AZ MK                                   1224627.0 |
 LO0741| CM4229 BALD KNOLL RM 1                       8.278 METERS 16957     |
 LO0741| CM4230 BALD KNOLL RM 2                      10.506 METERS 25624     |
 LO0741|---------------------------------------------------------------------|
 LO0741
 LO0741                          SUPERSEDED SURVEY CONTROL
 LO0741
 LO0741  NAD 83(1993)-  40 25 07.51470(N)    111 13 25.86838(W) AD(       ) 1
 LO0741  NAD 83(1986)-  40 25 07.50209(N)    111 13 25.86036(W) AD(       ) 1
 LO0741  NAD 27      -  40 25 07.68200(N)    111 13 23.24500(W) AD(       ) 1
 LO0741  NGVD 29 (07/19/86) 3076.     (m)        10092.     (f) VERT ANG       
 LO0741
 LO0741.Superseded values are not recommended for survey control.
 LO0741
 LO0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0741.See file dsdata.pdf to determine how the superseded data were derived.
 LO0741
 LO0741_MARKER: DS = TRIANGULATION STATION DISK
 LO0741_SETTING: 80 = SET IN A BOULDER
 LO0741_MARK LOGO: CGS
 LO0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0741+STABILITY: SURFACE MOTION
 LO0741
 LO0741  HISTORY     - Date     Condition        Report By
 LO0741  HISTORY     - 1937     MONUMENTED       CGS
 LO0741  HISTORY     - 1938     GOOD             CGS
 LO0741  HISTORY     - 1965     GOOD             USGS
 LO0741  HISTORY     - 20250927 GOOD             PEAKBG
 LO0741
 LO0741                          STATION DESCRIPTION
 LO0741
 LO0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LO0741'STATION ABOUT 12 MILES SE FROM HEBER, UTAH, ON A HIGH BALD-TOPPED
 LO0741'KNOLL LOCALLY KNOWN AS BALD KNOLL.
 LO0741'
 LO0741'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS WEDGED
 LO0741'IN DRILL HOLES IN BOULDERS.
 LO0741'
 LO0741'STATION MARK IS SET IN AN OUTCROP BOULDER ABOUT 27 FEET N FROM
 LO0741'THE HIGHEST POINT OF THE HILL AND ABOUT 1-1/2 FEET LOWER THAN IT.
 LO0741'
 LO0741'REFERENCE MARK NO. 1 IS AT THE HIGHEST POINT OF THE HILL, 27.19
 LO0741'FEET SSW FROM THE STATION AND ABOUT 1-1/2 FEET HIGHER.  IT IS
 LO0741'IN THE TOP OF AN OUTCROP BOULDER.
 LO0741'
 LO0741'REFERENCE MARK NO. 2 IS 34.37 FEET WSW FROM THE STATION, AND
 LO0741'ABOUT 5 FEET LOWER.  IT IS IN THE TOP OF AN OUTCROP BOULDER AMONG
 LO0741'SOME SAGE BRUSH.
 LO0741'
 LO0741'AZIMUTH MARK IS ABOUT 7/8 MILE ESE FROM THE STATION ON THE W
 LO0741'SLOPE OF THE EW RIDGE LEADING FROM THE STATION.  IT IS ABOUT
 LO0741'95 YARDS (PACED) FROM THE LAST FORK IN THE DESCRIPTION OF STATION,
 LO0741'AT WHICH A DIM TRAIL ROAD LEADS RIGHT, AND IS E (BACK) FROM THIS
 LO0741'FORK.  IT IS ABOUT 15 YARDS N FROM THE CENTER OF THE ROAD, ON
 LO0741'THE TOP OF A PYRAMIDAL ROCK ABOUT 4 FEET LONG, ABOUT 3 FEET
 LO0741'WIDE, AND 2 FEET HIGH.  IT IS IN A CLUMP OF SAGE BRUSH AND NOT
 LO0741'NOTICEABLE FROM THE ROAD.
 LO0741'
 LO0741'TO REACH FROM HEBER, UTAH.  GO E FROM THE INTERSECTION OF
 LO0741'U.S. HIGHWAY 40 AT THE COURT HOUSE ALONG EAST CENTER STREET
 LO0741'AND LAKE CREEK ROAD 4.2 MILES TO A FORK WHERE A SILO AND RANCH
 LO0741'BUILDINGS LIE TO THE RIGHT, TAKE LEFT FORK AND FOLLOW
 LO0741'MAIN-TRAVELED ROAD, 10.3 MILES TO A GATE AT THE ENTRANCE TO
 LO0741'UINTA NATIONAL FOREST, GO THROUGH GATE AND ALONG MAIN-TRAVELED
 LO0741'ROAD 2.55 MILES TO A FORK AND SIGN CURRENT CREEK, WEST FK.
 LO0741'DUCHESNE, LAKE CREEK 5 MI., TAKE RIGHT FORK THAT LEADS TOWARD
 LO0741'THE RIDGE TO THE RIGHT AND GO 0.55 MILE TO A FORK, TAKE RIGHT
 LO0741'FORK AND GO 0.40 MILE TO ANOTHER FORK, CONTINUE ON RIGHT FORK
 LO0741'ACROSS RIDGES 1.70 MILES TO A FORK WITH DIM TRAIL ROAD RIGHT,
 LO0741'TAKE DIM TRAIL ROAD RIGHT FOR 0.5 MILE ALONG RIM OF RIDGE TO
 LO0741'STEEP SLOPE.  FROM THIS POINT PACK WESTERLY ABOUT 1/4 MILE ALONG
 LO0741'TRAIL AND UP STEEP SLOPE TO TOP OF BALD KNOLL AND STATION.  IT
 LO0741'IS APPROXIMATELY A 1 1/2-HOUR DRIVE FROM HEBER TO THE END OF
 LO0741'TRUCK TRAVEL AND ABOUT A 1/2-HOUR PACK.
 LO0741
 LO0741                          STATION RECOVERY (1938)
 LO0741
 LO0741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 LO0741'STATION ABOUT 12 MILES SE OF HEBER, UTAH, ON A HIGH BALD TOP
 LO0741'KNOLL KNOWN AS BALD KNOLL.  IT IS THE HIGHEST POINT OF A RIDGE
 LO0741'THAT RUNS APPROXIMATELY NW AND SE.  THE RIDGE SLOPES SMOOTHLY
 LO0741'TO THE SW AND DROPS OFF ABRUPTLY TO A ROCKY BLUFF TO THE NE.
 LO0741'
 LO0741'REFERENCE MARK NO. 1 IS STANDARD DISK SET IN CONCRETE IN A
 LO0741'DEPRESSION IN OUTCROPPING BEDROCK, IS SSW OF THE STATION ABOUT 1
 LO0741'FOOT HIGHER IN ELEVATION.
 LO0741'
 LO0741'REFERENCE MARK NO. 2, (SAME AS NO. 1) IS WSW OF THE STATION
 LO0741'ABOUT 4 FEET LOWER IN ELEVATION.
 LO0741'
 LO0741'AZIMUTH MARK IS ABOUT 7/8 MILE ESE OF THE STATION.  IT WAS NOT
 LO0741'VISITED BY THE PARTY.
 LO0741'
 LO0741'STATION REACHED FROM HEBER, UTAH, BY GOING E FROM THE COURT
 LO0741'HOUSE ON EAST CENTER STREET AND LAKE CREEK ROAD FOR 4.3 MILES
 LO0741'TO A FORK AT A BARN AND SILO ON THE RIGHT.  THENCE TAKE THE
 LO0741'LEFT FORK, THE MAIN-TRAVELED ROAD FOR 13.05 MILES TO A FORK AT
 LO0741'A SMALL POND ON THE RIGHT AND A SIGN (WEST FK. DUCHESNE HEBER
 LO0741'19).  HERE TAKE THE RIGHT FORK FOR 0.6 MILES TO ANOTHER FORK AT
 LO0741'A SIGN (CURRENT CREEK 3 MILES).  THENCE TAKE THE RIGHT FORK
 LO0741'FOR 0.35 MILES TO ANOTHER FORK.  HERE TAKE THE RIGHT FORK FOR
 LO0741'1.95 MILES TO A DIM TRACK ROAD LEADING TO THE RIGHT.  TURN
 LO0741'RIGHT AND FOLLOW THE DIM TRACKS FOR 0.5 MILE TO A PLACE WHERE A
 LO0741'TELEPHONE LINE CROSSES THE RIDGE, AND THE END OF TRUCK
 LO0741'TRAVEL.  FROM HERE PACK UP THE RIDGE, NW TO THE TOP AND THE
 LO0741'STATION SITE.
 LO0741
 LO0741                          STATION RECOVERY (1965)
 LO0741
 LO0741'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LO0741'RECOVERED.
 LO0741
 LO0741                          STATION RECOVERY (2025)
 LO0741
 LO0741'RECOVERY NOTE BY PEAK BAGGER 2025 (DG)
 LO0741'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1087 ***********************************************************************
 LO1087  DESIGNATION -  BALD KNOLL
 LO1087  PID         -  LO1087
 LO1087  STATE/COUNTY-  UT/DUCHESNE
 LO1087  COUNTRY     -  US
 LO1087  USGS QUAD   -  MOUNTAIN HOME (2017)
 LO1087
 LO1087                         *CURRENT SURVEY CONTROL
 LO1087  ______________________________________________________________________
 LO1087* NAD 83(1994) POSITION- 40 24 39.56192(N) 110 29 13.92838(W)   ADJUSTED
 LO1087* NAVD 88 ORTHO HEIGHT -  2406.0   (meters)     7894.    (feet) VERTCON3
 LO1087  ______________________________________________________________________
 LO1087  GEOID HEIGHT    -        -15.409 (meters)                     GEOID18
 LO1087  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC18
 LO1087  HORZ ORDER      -  FIRST
 LO1087
 LO1087.The horizontal coordinates were established by classical geodetic methods
 LO1087.and adjusted by the National Geodetic Survey in November 1997.
 LO1087
 LO1087.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1087
 LO1087.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1087.GEOID18 height accuracy estimate available here.
 LO1087
 LO1087.Click photographs - Photos may exist for this station.
 LO1087
 LO1087.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1087
 LO1087. The following values were computed from the NAD 83(1994) position.
 LO1087
 LO1087;                    North         East     Units Scale Factor Converg.
 LO1087;SPC UT C     - 2,231,150.138   585,959.764   MT  0.99994930   +0 38 55.6
 LO1087;SPC UT C     - 7,320,031.74  1,922,436.33   sFT  0.99994930   +0 38 55.6
 LO1087;UTM  12      - 4,473,500.869   543,508.795   MT  0.99962330   +0 19 56.8
 LO1087
 LO1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1087!SPC UT C     -   0.99962512  x   0.99994930  =   0.99957444
 LO1087!UTM  12      -   0.99962512  x   0.99962330  =   0.99924856
 LO1087
 LO1087:                Primary Azimuth Mark                     Grid Az
 LO1087:SPC UT C     -  BALD KNOLL AZ MK                         047 04 39.6
 LO1087:UTM  12      -  BALD KNOLL AZ MK                         047 23 38.4
 LO1087
 LO1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK4350873500(NAD 83)
 LO1087
 LO1087|---------------------------------------------------------------------|
 LO1087| PID    Reference Object                     Distance      Geod. Az  |
 LO1087|                                                           dddmmss.s |
 LO1087| CP5316 BALD KNOLL RM 1                       8.873 METERS 03856     |
 LO1087| CP5315 BALD KNOLL AZ MK                                   0474335.2 |
 LO1087| CP5317 BALD KNOLL RM 2                       8.303 METERS 24329     |
 LO1087|---------------------------------------------------------------------|
 LO1087
 LO1087                          SUPERSEDED SURVEY CONTROL
 LO1087
 LO1087  NAD 83(1993)-  40 24 39.56130(N)    110 29 13.92803(W) AD(       ) 1
 LO1087  NAD 83(1986)-  40 24 39.54380(N)    110 29 13.91819(W) AD(       ) 1
 LO1087  NAD 27      -  40 24 39.71800(N)    110 29 11.34400(W) AD(       ) 1
 LO1087  NGVD 29 (07/19/86) 2404.6    (m)         7889.     (f) VERT ANG       
 LO1087
 LO1087.Superseded values are not recommended for survey control.
 LO1087
 LO1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1087.See file dsdata.pdf to determine how the superseded data were derived.
 LO1087
 LO1087_MARKER: DS = TRIANGULATION STATION DISK
 LO1087_SETTING: 80 = SET IN A BOULDER
 LO1087
 LO1087  HISTORY     - Date     Condition        Report By
 LO1087  HISTORY     - 1946     MONUMENTED       CGS
 LO1087  HISTORY     - 1961     GOOD             CGS
 LO1087  HISTORY     - 1963     GOOD             USGS
 LO1087
 LO1087                          STATION DESCRIPTION
 LO1087
 LO1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1087'STATION IS LOCATED ABOUT 18 MILES AIRLINE NORTH-NORTHWEST
 LO1087'OF DUCHESNE, ABOUT 5.5 MILES AIRLINE WEST-NORTHWEST OF MOUNTAIN
 LO1087'HOME ON THE SOUTHEAST END OF A RIDGE WHICH IS EAST OF ROCK
 LO1087'CREEK.  THE RIDGE IS BARE EXCEPT FOR A FEW CEDAR AND PINE TREES
 LO1087'ON THE WEST AND SOUTH EDGE OF RIM.  THE STATION MARK IS A BRONZE
 LO1087'DISK STAMPED BALD KNOLL 1946, SET IN A BOULDER WHICH PROJECTS
 LO1087'4 INCHES.  IT IS 100 FEET NORTH OF THE SOUTH END OF RIDGE,
 LO1087'50 FEET EAST OF CEDAR TREES, 30 FEET WEST OF SHARP BREAK IN
 LO1087'RIDGE.
 LO1087'
 LO1087'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED BALD KNOLL NO
 LO1087'1 1946, SET IN A BOULDER WHICH PROJECTS 6 INCHES.  IT IS NORTHEAST
 LO1087'OF AND 6 INCHES LOWER THAN STATION MARK.
 LO1087'
 LO1087'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED BALD KNOLL NO
 LO1087'2 1946, SET IN A BOULDER WHICH PROJECTS 3 INCHES.  IT IS WEST
 LO1087'OF AND 6 INCHES HIGHER THAN STATION MARK.
 LO1087'
 LO1087'AZIMUTH IS A BRONZE DISK STAMPED BALD KNOLL 1946, SET IN
 LO1087'OUTCROPPING BEDROCK WHICH PROJECTS 8 INCHES.  IT IS ABOUT 1
 LO1087'MILE AIR LINE NORTHEAST OF STATION AND 30 FEET NORTH OF CENTER
 LO1087'LINE OF A DIM ROAD.
 LO1087'
 LO1087'TO REACH STATION FROM DUCHESNE, GO NORTH ON STATE HIGHWAY
 LO1087'35, 19.9 MILES TO STORE AND SERVICE STATION IN MOUNTAIN HOME.
 LO1087'CONTINUE STRAIGHT AHEAD 0.1 MILE TO ROAD LEFT.  TURN LEFT, GO
 LO1087'4.3 MILES TO CATTLE GUARD.  CONTINUE STRAIGHT AHEAD 0.8 MILE
 LO1087'TO FORK.  TURN LEFT, GO 0.2 MILE TO FORK.  TURN LEFT, GO 0.35
 LO1087'MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED ABOVE.  CONTINUE
 LO1087'AHEAD ON ROAD 200 YARDS THEN TURN LEFT OFF ROAD AND GO WESTERLY
 LO1087'TO FOOT OF RIDGE AND END OF TRUCK TRAVEL FOR A 2 WHEEL DRIVE
 LO1087'VEHICLE.  A FOUR WHEEL DRIVE TRUCK WAS DRIVEN TO THE STATION
 LO1087'BY CONTINUING UP SLOPE WESTERLY TO HIGHEST POINT AND STATION
 LO1087'AS DESCRIBED ABOVE.
 LO1087
 LO1087                          STATION RECOVERY (1961)
 LO1087
 LO1087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RLG)
 LO1087'STATION AND MARKS WERE FOUND AS DESCRIBED IN GOOD CONDITION.
 LO1087
 LO1087                          STATION RECOVERY (1963)
 LO1087
 LO1087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LO1087'RECOVERED.
 LO1087'
 LO1087'STATION MARK--STANDARD BRONZE DISK, STAMPED ---BALD KNOLL 1946---,
 LO1087'SET IN A BOULDER WHICH PROJECTS 4 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0448 ***********************************************************************
 LP0448  DESIGNATION -  BALD MOUNTAIN
 LP0448  PID         -  LP0448
 LP0448  STATE/COUNTY-  UT/TOOELE
 LP0448  COUNTRY     -  US
 LP0448  USGS QUAD   -  STOCKTON (2017)
 LP0448
 LP0448                         *CURRENT SURVEY CONTROL
 LP0448  ______________________________________________________________________
 LP0448* NAD 83(1994) POSITION- 40 23 55.28870(N) 112 15 51.30221(W)   ADJUSTED
 LP0448* NAVD 88 ORTHO HEIGHT -  3051.1   (meters)    10010.    (feet) VERTCON3
 LP0448  ______________________________________________________________________
 LP0448  GEOID HEIGHT    -        -16.970 (meters)                     GEOID18
 LP0448  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 LP0448  HORZ ORDER      -  THIRD
 LP0448
 LP0448.The horizontal coordinates were established by classical geodetic methods
 LP0448.and adjusted by the National Geodetic Survey in November 1997.
 LP0448
 LP0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0448
 LP0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0448.GEOID18 height accuracy estimate available here.
 LP0448
 LP0448.Click photographs - Photos may exist for this station.
 LP0448
 LP0448.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0448
 LP0448. The following values were computed from the NAD 83(1994) position.
 LP0448
 LP0448;                    North         East     Units Scale Factor Converg.
 LP0448;SPC UT C     - 2,229,575.089   435,123.050   MT  0.99994716   -0 29 22.4
 LP0448;SPC UT C     - 7,314,864.27  1,427,566.21   sFT  0.99994716   -0 29 22.4
 LP0448;UTM  12      - 4,472,776.785   392,712.779   MT  0.99974169   -0 49 10.0
 LP0448
 LP0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0448!SPC UT C     -   0.99952426  x   0.99994716  =   0.99947144
 LP0448!UTM  12      -   0.99952426  x   0.99974169  =   0.99926607
 LP0448
 LP0448:                Primary Azimuth Mark                     Grid Az
 LP0448:SPC UT C     -  HERRIMAN                                 062 13 21.5
 LP0448:UTM  12      -  HERRIMAN                                 062 33 09.1
 LP0448
 LP0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK9271272776(NAD 83)
 LP0448
 LP0448|---------------------------------------------------------------------|
 LP0448| PID    Reference Object                     Distance      Geod. Az  |
 LP0448|                                                           dddmmss.s |
 LP0448| LP0443 HERRIMAN                            APPROX. 6.3 KM 0614359.1 |
 LP0448|---------------------------------------------------------------------|
 LP0448
 LP0448                          SUPERSEDED SURVEY CONTROL
 LP0448
 LP0448  NAD 83(1993)-  40 23 55.28709(N)    112 15 51.29862(W) AD(       ) 3
 LP0448  NAD 83(1986)-  40 23 55.27934(N)    112 15 51.29486(W) AD(       ) 3
 LP0448  NAD 27      -  40 23 55.48607(N)    112 15 48.50312(W) AD(       ) 3
 LP0448  NGVD 29 (07/19/86) 3049.8    (m)        10006.     (f) VERT ANG       
 LP0448
 LP0448.Superseded values are not recommended for survey control.
 LP0448
 LP0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0448.See file dsdata.pdf to determine how the superseded data were derived.
 LP0448
 LP0448_MARKER: DB = BENCH MARK DISK
 LP0448_SETTING: 80 = SET IN A BOULDER
 LP0448_STAMPING: BALD MT 1955
 LP0448_MARK LOGO: USGS
 LP0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0448+STABILITY: SURFACE MOTION
 LP0448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0448+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2021
 LP0448
 LP0448  HISTORY     - Date     Condition        Report By
 LP0448  HISTORY     - 1955     MONUMENTED       USGS
 LP0448  HISTORY     - 20210724 GOOD             NGIA
 LP0448
 LP0448                          STATION DESCRIPTION
 LP0448
 LP0448'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LP0448'LOCATED ABOUT 11 MI. S. OF TOOELE AND 7 MI. SE. OF STOCKTON ON HIGHEST
 LP0448'PART OF BARE MOUNTAIN WITH FEW SPRAWLING TREES ON N. AND W. SIDES
 LP0448'KNOWN LOCALLY AS BALD MOUNTAIN.  REACHED BY HELICOPTER.
 LP0448'
 LP0448'TO REACH FROM JUNCTION OF FIRST STREET N. OF STOCKTON POST OFFICE AND
 LP0448'STATE HIGHWAY 36, DRIVE E. ON STREET AND FOLLOW MAIN TRAVELED RD. 2.2
 LP0448'MI. TO Y-RD., TURN RIGHT (SE.) 5.8 MI. FOLLOWING MAIN STEEP RD. AT
 LP0448'ALL TIMES TO A MINE RAILROAD CROSSING AND DIM Y-RD., TURN LEFT (NE.)
 LP0448'2.0 MI. TO SADDLE.  (AT THIS TIME, SINCE SNOWDRIFT BLOCKS RD., TRUCK
 LP0448'COULD HAVE BEEN DRIVEN 1/2 MI. MORE TO MAKE SHORTER PACK).  PACK NE.
 LP0448'TO HIGHEST POINT AND STATION.  A 1/2 HOUR PACK.
 LP0448'
 LP0448'STATION MARK--STANDARD ALUMINUM TABLET STAMPED ---BALD MT 1955---
 LP0448'CEMENTED IN TOP OF SMALL BOULDER BURIED FLUSH WITH GROUND.
 LP0448'
 LP0448'REFERENCE MARK NO. 1--COPPER NAIL WITH WASHER DRIVEN IN BLOCK OF WOOD
 LP0448'IN 1-1/2 IN. PIPE, 36.78 FT. FROM STATION MARK, S 31 DEG 06 MIN W.
 LP0448'
 LP0448'REFERENCE MARK NO. 2--COPPER NAIL WITH WASHER CEMENTED IN ROCK 26.08
 LP0448'FT. FROM STATION MARK, N 26 DEG 17 MIN W.
 LP0448
 LP0448                          STATION RECOVERY (2021)
 LP0448
 LP0448'RECOVERY NOTE BY NATIONAL GEOSPATIAL INTELL AGY 2021 (BWB)
 LP0448'MARK RECOVERED IN GOOD CONDITION IMMEDIATELY NORTHWEST OF A CAIRN OF
 LP0448'STACKED STONES AT THE PEAK OF BALD MOUNTAIN EAST.  THE REFERENCE MARKS
 LP0448'WERE NOT SEARCHED FOR.
 LP0448'
 LP0448'THE TO-REACH DESCRIPTION IS ADEQUATE, BUT THE ROAD IS NOW KNOWN AS THE
 LP0448'JACOB CITY TRAIL AND THE MINE RAILROAD IS NOW GONE.  A 4X4 TRUCK OR
 LP0448'ATV CAN BE DRIVEN TO THE SADDLE TO THE SOUTH OF THE STATION.  HIKE 0.5
 LP0448'MI (0.8 KM) NORTH UP THE RIDGE OF THE MOUNTAIN TO THE STATION AT THE
 LP0448'HIGHEST POINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0447 ***********************************************************************
 KN0447  DESIGNATION -  BALD MTN
 KN0447  PID         -  KN0447
 KN0447  STATE/COUNTY-  UT/UTAH
 KN0447  COUNTRY     -  US
 KN0447  USGS QUAD   -  SANTAQUIN (2017)
 KN0447
 KN0447                         *CURRENT SURVEY CONTROL
 KN0447  ______________________________________________________________________
 KN0447* NAD 83(1994) POSITION- 39 52 38.07033(N) 111 45 29.09492(W)   ADJUSTED
 KN0447* NAVD 88 ORTHO HEIGHT -  3328.3   (meters)    10920.    (feet) VERTCON3
 KN0447  ______________________________________________________________________
 KN0447  GEOID HEIGHT    -        -16.842 (meters)                     GEOID18
 KN0447  LAPLACE CORR    -         15.06  (seconds)                    DEFLEC18
 KN0447  HORZ ORDER      -  THIRD
 KN0447
 KN0447.The horizontal coordinates were established by classical geodetic methods
 KN0447.and adjusted by the National Geodetic Survey in November 1997.
 KN0447
 KN0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0447
 KN0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0447.GEOID18 height accuracy estimate available here.
 KN0447
 KN0447.Click photographs - Photos may exist for this station.
 KN0447
 KN0447.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0447
 KN0447. The following values were computed from the NAD 83(1994) position.
 KN0447
 KN0447;                    North         East     Units Scale Factor Converg.
 KN0447;SPC UT C     - 2,171,434.274   477,924.234   MT  0.99989909   -0 09 55.2
 KN0447;SPC UT C     - 7,124,113.95  1,567,989.76   sFT  0.99989909   -0 09 55.2
 KN0447;UTM  12      - 4,414,407.366   435,174.287   MT  0.99965173   -0 29 09.8
 KN0447
 KN0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0447!SPC UT C     -   0.99948077  x   0.99989909  =   0.99937991
 KN0447!UTM  12      -   0.99948077  x   0.99965173  =   0.99913268
 KN0447
 KN0447:                Primary Azimuth Mark                     Grid Az
 KN0447:SPC UT C     -  TWIN KNOLLS                              098 47 24.3
 KN0447:UTM  12      -  TWIN KNOLLS                              099 06 38.9
 KN0447
 KN0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK3517414407(NAD 83)
 KN0447
 KN0447|---------------------------------------------------------------------|
 KN0447| PID    Reference Object                     Distance      Geod. Az  |
 KN0447|                                                           dddmmss.s |
 KN0447| KN0425 TWIN KNOLLS                         APPROX. 6.0 KM 0983729.1 |
 KN0447|---------------------------------------------------------------------|
 KN0447
 KN0447                          SUPERSEDED SURVEY CONTROL
 KN0447
 KN0447  NAD 83(1993)-  39 52 38.06534(N)    111 45 29.09138(W) AD(       ) 3
 KN0447  NAD 83(1986)-  39 52 38.05719(N)    111 45 29.08800(W) AD(       ) 3
 KN0447  NAD 27      -  39 52 38.21996(N)    111 45 26.33458(W) AD(       ) 3
 KN0447  NGVD 29 (07/19/86) 3326.9    (m)        10915.     (f) VERT ANG       
 KN0447
 KN0447.Superseded values are not recommended for survey control.
 KN0447
 KN0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0447.See file dsdata.pdf to determine how the superseded data were derived.
 KN0447
 KN0447
 KN0447  HISTORY     - Date     Condition        Report By
 KN0447  HISTORY     - UNK      MONUMENTED       USFS
 KN0447  HISTORY     - 1950     GOOD             USGS
 KN0447
 KN0447                          STATION DESCRIPTION
 KN0447
 KN0447'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KN0447'LOCATED ABOUT 9 MI. NE. OF MONA, 6.5 MI. SSE. OF SANTAQUIN ON A
 KN0447'PROMINIENT ROCK TOPPED PEAK.
 KN0447'
 KN0447'TO REACH FROM NE. CORNER OF PAYSON FAIRGROUND, DRIVE S. INTO PAYSON
 KN0447'CANYON ON HARD SURFACED RD. FOR 4.2 MI. TO SIGN READING ---ENTERING
 KN0447'UINTA NATIONAL FOREST--- AND END OF HARD SURFACED RD., CONTINUE S. ON
 KN0447'GRAVELED RD. 7.9 MI. TO RD. FORKS, TAKE LEFT FORK SE. 0.5 MI. TO
 KN0447'CAMPGROUND AND RD. FORKS, TAKE LEFT FORK E. 0.2 MI. TO RD. FORKS, TAKE
 KN0447'LEFT FORK NE. 0.6 MI. TO RD. FORKS, TAKE RIGHT FORK S. AND CONTINUE ON
 KN0447'MAIN TRAVELED RD. 9.2 MI. TO SADDLE AND SIGN READING ---BEAR TRAP
 KN0447'RIDGE TRAIL---, CONTINUE ALONG NEBO LOOP RD. FOR 2.7 MI. TO A SADDLE
 KN0447'WITH A STONE AND CONCRETE MONUMENT ABOUT 4 FT. HIGH, TURN RIGHT ONTO A
 KN0447'RD. MAKING AN ANGLE OF ABOUT 150 DEGREES WITH NEBO LOOP RD. AND
 KN0447'CONTINUE ON THIS RD. 2.2 MI. TO A FORK BESIDE A SMALL LAKE, TAKE RIGHT
 KN0447'FORK 1.2 MI. TO A TURN OUT ON RD. AT POINT OF A RIDGE.  PROCEED UP
 KN0447'RIDGE ON FOOT TO SUMMIT AND STATION.  ABOUT 1 HOUR BACK PACK.
 KN0447'
 KN0447'STATION MARK - USDA FOREST SERVICE TABLET STAMPED ---1 TLLS RIE BALD
 KN0447'MTN---, SET IN DRILL HOLE IN ROCK OUTCROP.
 KN0447'
 KN0447'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 KN0447'---NO.1--- SET IN DRILL HOLE IN ROCK, 9.51 FT. FROM STATION MARK,
 KN0447'S 46 DEG 37 MIN W.
 KN0447'
 KN0447'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET SET IN DRILL HOLE
 KN0447'IN ROCK, 12.74 FT. FROM STATION MARK, S 18 DEG 34 MIN E.
 KN0447'
 KN0447'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1135 ***********************************************************************
 LO1135  DESIGNATION -  BALD MTN CAIRN
 LO1135  PID         -  LO1135
 LO1135  STATE/COUNTY-  UT/SUMMIT
 LO1135  COUNTRY     -  US
 LO1135  USGS QUAD   -  MIRROR LAKE (2017)
 LO1135
 LO1135                         *CURRENT SURVEY CONTROL
 LO1135  ______________________________________________________________________
 LO1135* NAD 83(1994) POSITION- 40 41 55.88696(N) 110 54 11.13090(W)   ADJUSTED
 LO1135  ______________________________________________________________________
 LO1135  GEOID HEIGHT    -        -12.842 (meters)                     GEOID18
 LO1135  LAPLACE CORR    -          2.35  (seconds)                    DEFLEC18
 LO1135  HORZ ORDER      -  THIRD
 LO1135
 LO1135.The horizontal coordinates were established by classical geodetic methods
 LO1135.and adjusted by the National Geodetic Survey in November 1997.
 LO1135
 LO1135.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1135.GEOID18 height accuracy estimate available here.
 LO1135
 LO1135.Click photographs - Photos may exist for this station.
 LO1135
 LO1135.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1135
 LO1135. The following values were computed from the NAD 83(1994) position.
 LO1135
 LO1135;                    North         East     Units Scale Factor Converg.
 LO1135;SPC UT N     - 1,040,764.370   550,448.602   MT  1.00000292   +0 23 36.9
 LO1135;SPC UT N     - 3,414,574.44  1,805,930.12   sFT  1.00000292   +0 23 36.9
 LO1135;SPC UT C     - 2,262,797.520   550,449.109   MT  1.00001252   +0 22 56.5
 LO1135;SPC UT C     - 7,423,861.53  1,805,931.79   sFT  1.00001252   +0 22 56.5
 LO1135;UTM  12      - 4,505,332.777   508,187.100   MT  0.99960083   +0 03 47.5
 LO1135
 LO1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL0818705332(NAD 83)
 LO1135
 LO1135                          SUPERSEDED SURVEY CONTROL
 LO1135
 LO1135  NAD 83(1993)-  40 41 55.88615(N)    110 54 11.13002(W) AD(       ) 3
 LO1135  NAD 83(1986)-  40 41 55.86932(N)    110 54 11.12650(W) AD(       ) 3
 LO1135  NAD 27      -  40 41 56.05800(N)    110 54 08.53500(W) AD(       ) 3
 LO1135
 LO1135.Superseded values are not recommended for survey control.
 LO1135
 LO1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1135.See file dsdata.pdf to determine how the superseded data were derived.
 LO1135
 LO1135_MARKER: 72 = CAIRN
 LO1135
 LO1135  HISTORY     - Date     Condition        Report By
 LO1135  HISTORY     - 1962     FIRST OBSERVED   CGS
 LO1135
 LO1135                          STATION DESCRIPTION
 LO1135
 LO1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO1135'THE STATION IS ON THE HIGHEST POINT OF BALD MOUNTAIN, ABOUT
 LO1135'21 MILES SOUTH OF THE UTAH-WYOMING STATE LINE, 2 MILES WEST
 LO1135'OF THE WEST EDGE OF THE WILDERNESS AREA BOUNDARY AND 1-1/2
 LO1135'MILES NORTHWEST OF MIRROR LAKE.
 LO1135'
 LO1135'THE STATION IS A CAIRN ON THE HIGHEST POINT OF THE MOUNTAIN.
 LO1135'THIS STATION WAS NOT VISITED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0479 ***********************************************************************
 LP0479  DESIGNATION -  BARE
 LP0479  PID         -  LP0479
 LP0479  STATE/COUNTY-  UT/TOOELE
 LP0479  COUNTRY     -  US
 LP0479  USGS QUAD   -  TABBYS PEAK SW (2017)
 LP0479
 LP0479                         *CURRENT SURVEY CONTROL
 LP0479  ______________________________________________________________________
 LP0479* NAD 83(1994) POSITION- 40 16 11.43009(N) 112 52 43.33041(W)   ADJUSTED
 LP0479* NAVD 88 ORTHO HEIGHT -  1763.3   (meters)     5785.    (feet) VERTCON3
 LP0479  ______________________________________________________________________
 LP0479  GEOID HEIGHT    -        -18.151 (meters)                     GEOID18
 LP0479  LAPLACE CORR    -          6.31  (seconds)                    DEFLEC18
 LP0479  HORZ ORDER      -  FIRST
 LP0479
 LP0479.The horizontal coordinates were established by classical geodetic methods
 LP0479.and adjusted by the National Geodetic Survey in November 1997.
 LP0479
 LP0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0479
 LP0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0479.GEOID18 height accuracy estimate available here.
 LP0479
 LP0479.Click photographs - Photos may exist for this station.
 LP0479
 LP0479.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0479
 LP0479. The following values were computed from the NAD 83(1994) position.
 LP0479
 LP0479;                    North         East     Units Scale Factor Converg.
 LP0479;SPC UT C     - 2,215,894.933   382,745.118   MT  0.99992757   -0 52 59.4
 LP0479;SPC UT C     - 7,269,981.96  1,255,722.94   sFT  0.99992757   -0 52 59.4
 LP0479;UTM  12      - 4,459,400.836   340,262.747   MT  0.99991410   -1 12 52.7
 LP0479
 LP0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0479!SPC UT C     -   0.99972631  x   0.99992757  =   0.99965390
 LP0479!UTM  12      -   0.99972631  x   0.99991410  =   0.99964043
 LP0479
 LP0479:                Primary Azimuth Mark                     Grid Az
 LP0479:SPC UT C     -  19 WF 4813                               245 15 52.5
 LP0479:UTM  12      -  19 WF 4813                               245 35 45.8
 LP0479
 LP0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK4026259400(NAD 83)
 LP0479
 LP0479|---------------------------------------------------------------------|
 LP0479| PID    Reference Object                     Distance      Geod. Az  |
 LP0479|                                                           dddmmss.s |
 LP0479| CM4242 BARE RM 1                             8.908 METERS 08427     |
 LP0479| CM4241 19 WF 4813                                         2442253.1 |
 LP0479| CM4243 BARE RM 2                            17.458 METERS 33640     |
 LP0479|---------------------------------------------------------------------|
 LP0479
 LP0479                          SUPERSEDED SURVEY CONTROL
 LP0479
 LP0479  NAD 83(1986)-  40 16 11.42331(N)    112 52 43.31786(W) AD(       ) 1
 LP0479  NAD 27      -  40 16 11.63861(N)    112 52 40.42207(W) AD(       ) 1
 LP0479  NGVD 29 (07/19/86) 1762.2    (m)         5781.     (f) VERT ANG       
 LP0479
 LP0479.Superseded values are not recommended for survey control.
 LP0479
 LP0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0479.See file dsdata.pdf to determine how the superseded data were derived.
 LP0479
 LP0479_MARKER: DB = BENCH MARK DISK
 LP0479_SETTING: 66 = SET IN ROCK OUTCROP
 LP0479_STAMPING: BARE 1953
 LP0479_MARK LOGO: USGS
 LP0479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0479+STABILITY: POSITION/ELEVATION WELL
 LP0479
 LP0479  HISTORY     - Date     Condition        Report By
 LP0479  HISTORY     - 1953     MONUMENTED       USGS
 LP0479  HISTORY     - 1965     GOOD             CGS
 LP0479
 LP0479                          STATION DESCRIPTION
 LP0479
 LP0479'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 LP0479'LOCATED ABOUT 14.0 MI. NW. OF DAVIS MTN., 13.0 MI. W. OF HATCH RANCH,
 LP0479'AND 10.5 MI. N. OF CAMELS BACK RIDGE (AIRLINE DISTANCES), ON RIDGE AT
 LP0479'THE S. END OF CEDAR MTNS.  STATION IS AT THE W. EDGE OF RIDGE TOP.
 LP0479'
 LP0479'TO REACH FROM JUNCTION OF STATE HIGHWAY 58 AND RD. TO TIMPIE JUNCTION,
 LP0479'DRIVE W. 10.0 MI., TURN RIGHT 0.3 MI., BEAR LEFT ALONG W. SIDE OF
 LP0479'FENCE AND GO 0.1 MI., TAKE RIGHT FORK 7.4 MI., TAKE RIGHT FORK 1.3
 LP0479'MI., TAKE RIGHT FORK FOR 5.5 MI., TAKE RIGHT FORK 1.3 MI., LEAVE
 LP0479'TRUCK AND PACK W. TO RIDGE TOP AND STATION.
 LP0479'
 LP0479'STATION MARK--STANDARD TABLET, STAMPED ---BARE 1953---, CEMENTED IN
 LP0479'ROCK.
 LP0479'
 LP0479'REFERENCE MARK NO. 1--STANDARD RM TABLET, STAMPED ---NO 1 1953---,
 LP0479'CEMENTED IN ROCK, 29.35 FT. FROM STATION MARK.
 LP0479'
 LP0479'REFERENCE MARK NO. 2--STANDARD RM TABLET, STAMPED ---NO 2 1953---,
 LP0479'CEMENTED IN ROCK, 57.70 FT. FROM STATION MARK.
 LP0479
 LP0479                          STATION RECOVERY (1965)
 LP0479
 LP0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0479'STATION IS LOCATED ON THE DUGWAY PROVING GROUNDS AND IS AIRLINE,
 LP0479'ABOUT 8 MILES NORTHWEST OF EASY AREA, 6-1/2 MILES NORTH-NORTHEAST
 LP0479'OF DOG AREA AND IS ON THE HIGHEST PART OF A BARE, ROCKY MOUNTAIN
 LP0479'HAVING STEEP, ROCKY CLIFFS ON THE WEST SIDE.
 LP0479'
 LP0479'TO REACH THE STATION FROM THE ADMINISTRATION BUILDING IN EASY
 LP0479'AREA, GO WEST ON A PAVED ROAD FOR 3.5 MILES TO A GRAVEL SIDE
 LP0479'ROAD RIGHT AND SIGN PISTOL RANGE, HILL 5700.  TURN RIGHT
 LP0479'AND GO NORTH ON A GRAVEL ROAD FOR 1.0 MILE TO A FORK.  KEEP
 LP0479'LEFT FORK AND CONTINUE NORTH ON THE GRAVEL ROAD FOR 1.0 MILE
 LP0479'TO A TRACK ROAD LEFT.  TURN LEFT AND GO WEST AND NORTH ON THE
 LP0479'TRACK ROAD FOR 5.4 MILES TO AZIMUTH MARK ON THE LEFT.  CONTINUE
 LP0479'NORTH ON THE TRACK ROAD FOR 1.1 MILES TO A WIRE CORRAL ON
 LP0479'THE RIGHT.  CONTINUE NORTH ON THE TRACK ROAD FOR 0.1 MILE
 LP0479'TO A FORK.  TAKE THE RIGHT FORK AND GO NORTHEAST ON A TRACK
 LP0479'ROAD FOR 0.45 MILE TO A POINT JUST EAST OF A SMALL WASH.  BEAR
 LP0479'RIGHT AND GO SOUTH, CROSS COUNTRY, FOLLOWING ALONG THE EAST SIDE
 LP0479'OF THE WASH FOR 0.35 MILES TO THE END OF TRUCK TRAVEL.  PACK
 LP0479'SOUTHERLY UP A WASH, ONTO A RIDGE AND CONTINUE SOUTH
 LP0479'FOLLOWING RIDGE FOR A DISTANCE OF ABOUT 3/4 MILE TO THE
 LP0479'HIGHEST POINT AND THE STATION.  ABOUT A 1-1/4 HOUR PACK.
 LP0479'
 LP0479'STATION MARK IS A U.S. GEOLOGICAL BENCH MARK DISK, STAMPED
 LP0479'BARE 1953, CEMENTED IN A DRILL HOLE IN OUTCROP WHICH PROJECTS
 LP0479'ABOUT 4 INCHES AND IS ON THE HIGHEST POINT OF MOUNTAIN.
 LP0479'
 LP0479'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 LP0479'DISK, STAMPED NO 1 1953, CEMENTED IN A DRILL HOLE IN AN OUTCROP
 LP0479'WHICH PROJECTS ABOUT 18 INCHES AND IS ABOUT THE SAME ELEVATION
 LP0479'AS THE STATION.
 LP0479'
 LP0479'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 LP0479'DISK, STAMPED NO 2 1953, CEMENTED IN A DRILL HOLE IN AN OUTCROP
 LP0479'WHICH PROJECTS ABOUT 14 INCHES AND IS ABOUT 4 FEET LOWER IN
 LP0479'ELEVATION THAN THE STATION.
 LP0479'
 LP0479'AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED
 LP0479'4813 19WF 1953, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT
 LP0479'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LP0479'66 FEET SOUTH-SOUTHWEST OF AN 8-INCH JUNIPER TREE AND 18
 LP0479'FEET WEST OF THE CENTER OF THE TRACK ROAD.
 LP0479'
 LP0479'A NEW TO REACH FOLLOWS DUE TO THE BUILDING OF A NEW ROAD TO
 LP0479'THE STATION.
 LP0479'
 LP0479'TO REACH THE STATION FROM THE ADMINISTRATION BUILDING AT
 LP0479'DUGWAY, (ENGLISH VILLAGE) GO WEST ON STARK ROAD FOR 3.5 MILES
 LP0479'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON A GRAVEL
 LP0479'ROAD FOR 1.0 MILE TO A FORK.  KEEP THE LEFT FORK AND CONTINUE
 LP0479'NORTH ON THE ROAD FOR 1.0 MILE TO A FORK.  KEEP THE LEFT
 LP0479'FORK AND GO WEST ON ON A TRACK ROAD FOR 1.0 MILE TO A FORK.
 LP0479'KEEP THE RIGHT FORK AND FOLLOW BLADED ROAD NORTHERLY FOR 7.0
 LP0479'MILES TO THE TOP OF HILL AND STATION.
 LP0479'
 LP0479'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0817 ***********************************************************************
 HN0817  DESIGNATION -  BARNEY TOP
 HN0817  PID         -  HN0817
 HN0817  STATE/COUNTY-  UT/GARFIELD
 HN0817  COUNTRY     -  US
 HN0817  USGS QUAD   -  GRIFFIN POINT (2017)
 HN0817
 HN0817                         *CURRENT SURVEY CONTROL
 HN0817  ______________________________________________________________________
 HN0817* NAD 83(1994) POSITION- 37 45 45.18401(N) 111 52 13.15994(W)   ADJUSTED
 HN0817* NAVD 88 ORTHO HEIGHT -  3217.5   (meters)    10556.    (feet) VERTCON3
 HN0817  ______________________________________________________________________
 HN0817  GEOID HEIGHT    -        -19.461 (meters)                     GEOID18
 HN0817  LAPLACE CORR    -         -9.59  (seconds)                    DEFLEC18
 HN0817  HORZ ORDER      -  SECOND
 HN0817
 HN0817.The horizontal coordinates were established by classical geodetic methods
 HN0817.and adjusted by the National Geodetic Survey in November 1997.
 HN0817
 HN0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0817
 HN0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0817.GEOID18 height accuracy estimate available here.
 HN0817
 HN0817.Click photographs - Photos may exist for this station.
 HN0817
 HN0817.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0817
 HN0817. The following values were computed from the NAD 83(1994) position.
 HN0817
 HN0817;                    North         East     Units Scale Factor Converg.
 HN0817;SPC UT S     - 3,121,689.576   467,370.766   MT  0.99995137   -0 13 36.8
 HN0817;SPC UT S     -10,241,743.22  1,533,365.59   sFT  0.99995137   -0 13 36.8
 HN0817;UTM  12      - 4,179,826.667   423,341.571   MT  0.99967238   -0 31 58.8
 HN0817
 HN0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0817!SPC UT S     -   0.99949841  x   0.99995137  =   0.99944981
 HN0817!UTM  12      -   0.99949841  x   0.99967238  =   0.99917096
 HN0817
 HN0817:                Primary Azimuth Mark                     Grid Az
 HN0817:SPC UT S     -  MUD                                      352 23 32.9
 HN0817:UTM  12      -  MUD                                      352 41 54.9
 HN0817
 HN0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG2334179826(NAD 83)
 HN0817
 HN0817|---------------------------------------------------------------------|
 HN0817| PID    Reference Object                     Distance      Geod. Az  |
 HN0817|                                                           dddmmss.s |
 HN0817| CH2691 BARNEY TOP RM 2                      18.080 METERS 12550     |
 HN0817| CH2690 BARNEY TOP RM 1                       4.392 METERS 22749     |
 HN0817| HN0820 MUD                                 APPROX.16.0 KM 3520956.1 |
 HN0817|---------------------------------------------------------------------|
 HN0817
 HN0817                          SUPERSEDED SURVEY CONTROL
 HN0817
 HN0817  NAD 83(1986)-  37 45 45.17948(N)    111 52 13.16469(W) AD(       ) 2
 HN0817  NAD 27      -  37 45 45.21735(N)    111 52 10.50126(W) AD(       ) 2
 HN0817  NGVD 29 (07/19/86) 3216.0    (m)        10551.     (f) VERT ANG       
 HN0817
 HN0817.Superseded values are not recommended for survey control.
 HN0817
 HN0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0817.See file dsdata.pdf to determine how the superseded data were derived.
 HN0817
 HN0817_MARKER: DD = SURVEY DISK
 HN0817_SETTING: 66 = SET IN ROCK OUTCROP
 HN0817_MARK LOGO: USFS
 HN0817_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0817+STABILITY: POSITION/ELEVATION WELL
 HN0817
 HN0817  HISTORY     - Date     Condition        Report By
 HN0817  HISTORY     - 1969     MONUMENTED       USFS
 HN0817  HISTORY     - 1969     GOOD             USGS
 HN0817
 HN0817                          STATION DESCRIPTION
 HN0817
 HN0817'DESCRIBED BY US FOREST SERVICE 1969
 HN0817'LOCATED ABOUT 5 MI S. OF POINT WHERE RD. FROM WIDTSOE TO ESCALANTE
 HN0817'CROSSES DIVIDE, ON A POINT ON THE E. EDGE OF RIM OF A PART OF THE
 HN0817'ESCALANTE MOUNTAINS KNOWN AS BARNEY TOP.
 HN0817'
 HN0817'REACHED BY HELICOPTER.  A HELIPORT IS ON A ROCK OUTCROP ABOUT
 HN0817'200 FT. N. OF STATION.
 HN0817'
 HN0817'TRUCK CAN BE DRIVEN WITHIN 5 MIN. WALK OF STATION BY FOLLOWING THE
 HN0817'MAIN LOGGING RD. S. ONTO BARNEY TOP.
 HN0817'
 HN0817'STATION MARK--BRONZE USFS TABLET SET IN DETACHED GRANITE ROCK,
 HN0817'UNDER CAIRN.  (NOT STAMPED)
 HN0817'
 HN0817'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED BARNEY TOP USFS NO 1
 HN0817'1969 CEMENTED IN DRILL HOLE IN SLAB ROCK.
 HN0817'
 HN0817'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED BARNEY TOP USFS NO 2
 HN0817'1969 CEMENTED IN DRILL HOLE IN SLAB ROCK.
 HN0817
 HN0817                          STATION RECOVERY (1969)
 HN0817
 HN0817'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 HN0817'LOCATED ABOUT 5 MI. S. OF POINT WHERE RD. FROM WIDTSOE TO ESCALANTE
 HN0817'CROSSES DIVIDE, ON A POINT ON THE E. EDGE OF RIM OF A PART OF THE
 HN0817'ESCALANTE MOUNTAINS KNOWN AS BARNEY TOP.
 HN0817'
 HN0817'REACHED BY HELICOPTER.  A HELIPORT IS ON A ROCK OUTCROP ABOUT 200 FT.
 HN0817'N. OF STATION.
 HN0817'
 HN0817'TRUCK CAN BE DRIVEN WITHIN 5 MINUTES WALK OF STATION BY FOLLOWING THE
 HN0817'MAIN LOGGING RD. S. ONTO BARNEY TOP.
 HN0817'
 HN0817'STATION MARK--BRONZE USFS TABLET, NOT STAMPED, SET IN DETACHED GRANITE
 HN0817'ROCK, UNDER CAIRN.
 HN0817'
 HN0817'REFERENCE MARK NO. 1--STANDARD TABLET, STAMPED ---BARNEY TOP USFS
 HN0817'NO 1 1969---, CEMENTED IN DRILL HOLE IN SLAB ROCK.
 HN0817'
 HN0817'REFERENCE MARK NO. 2--STANDARD TABLET, STAMPED ---BARNEY TOP USFS
 HN0817'NO 2 1969---, CEMENTED IN DRILL HOLE IN SLAB ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0514 ***********************************************************************
 LP0514  FBN         -  This is a Federal Base Network Control Station.
 LP0514  DESIGNATION -  BARRO
 LP0514  PID         -  LP0514
 LP0514  STATE/COUNTY-  UT/TOOELE
 LP0514  COUNTRY     -  US
 LP0514  USGS QUAD   -  BARRO (2017)
 LP0514
 LP0514                         *CURRENT SURVEY CONTROL
 LP0514  ______________________________________________________________________
 LP0514* NAD 83(2011) POSITION- 40 43 39.86738(N) 113 28 27.68799(W)   ADJUSTED
 LP0514* NAD 83(2011) ELLIP HT-  1268.742 (meters)        (06/27/12)   ADJUSTED
 LP0514* NAD 83(2011) EPOCH   -  2010.00
 LP0514* NAVD 88 ORTHO HEIGHT -  1286.8   (meters)     4222.    (feet) GPS OBS
 LP0514  ______________________________________________________________________
 LP0514  NAVD 88 orthometric height was determined with geoid model    GEOID09
 LP0514  GEOID HEIGHT    -        -18.087 (meters)                     GEOID09
 LP0514  GEOID HEIGHT    -        -18.058 (meters)                     GEOID18
 LP0514  NAD 83(2011) X  - -1,928,490.225 (meters)                     COMP
 LP0514  NAD 83(2011) Y  - -4,440,657.607 (meters)                     COMP
 LP0514  NAD 83(2011) Z  -  4,140,385.539 (meters)                     COMP
 LP0514  LAPLACE CORR    -          1.16  (seconds)                    DEFLEC18
 LP0514
 LP0514  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LP0514  Standards:
 LP0514         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LP0514            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LP0514  -------------------------------------------------------------------
 LP0514  NETWORK    0.66   1.27           0.29   0.24   0.65     -0.22973113
 LP0514  -------------------------------------------------------------------
 LP0514  Click here for local accuracies and other accuracy information.
 LP0514
 LP0514.The horizontal coordinates were established by GPS observations
 LP0514.and adjusted by the National Geodetic Survey in June 2012.
 LP0514
 LP0514.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LP0514.been affixed to the stable North American tectonic plate. See 
 LP0514.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LP0514
 LP0514.The horizontal coordinates are valid at the epoch date displayed above
 LP0514.which is a decimal equivalence of Year/Month/Day.
 LP0514
 LP0514.The orthometric height was determined by GPS observations and a
 LP0514.high-resolution geoid model.
 LP0514
 LP0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0514.GEOID18 height accuracy estimate available here.
 LP0514
 LP0514.Click photographs - Photos may exist for this station.
 LP0514
 LP0514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LP0514
 LP0514.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0514
 LP0514.The ellipsoidal height was determined by GPS observations
 LP0514.and is referenced to NAD 83.
 LP0514
 LP0514. The following values were computed from the NAD 83(2011) position.
 LP0514
 LP0514;                    North         East     Units Scale Factor Converg.
 LP0514;SPC UT C     - 2,267,677.546   333,215.556   MT  1.00002027   -1 15 53.0
 LP0514;SPC UT C     - 7,439,872.08  1,093,224.70   sFT  1.00002027   -1 15 53.0
 LP0514;UTM  12      - 4,511,479.394   291,039.009   MT  1.00013748   -1 36 54.1
 LP0514
 LP0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0514!SPC UT C     -   0.99980102  x   1.00002027  =   0.99982128
 LP0514!UTM  12      -   0.99980102  x   1.00013748  =   0.99993847
 LP0514
 LP0514:                Primary Azimuth Mark                     Grid Az
 LP0514:SPC UT C     -  Y 79                                     265 56 06.7
 LP0514:UTM  12      -  Y 79                                     266 17 07.8
 LP0514
 LP0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL9103911479(NAD 83)
 LP0514
 LP0514|---------------------------------------------------------------------|
 LP0514| PID    Reference Object                     Distance      Geod. Az  |
 LP0514|                                                           dddmmss.s |
 LP0514| CM4244 BARRO RM 1                           16.700 METERS 01152     |
 LP0514| CM4245 BARRO RM 2                           14.938 METERS 08730     |
 LP0514| LP0515 SAN FRANCIS SALT LK AWY BN 55       446.164 METERS 0972724.8 |
 LP0514| LP0131 Y 79                                APPROX. 0.9 KM 2644013.7 |
 LP0514|---------------------------------------------------------------------|
 LP0514
 LP0514                          SUPERSEDED SURVEY CONTROL
 LP0514
 LP0514  NAD 83(2007)-  40 43 39.86710(N)    113 28 27.68807(W) AD(2002.00) 0
 LP0514  ELLIP H (02/10/07) 1268.754  (m)                       GP(2002.00)    
 LP0514  ELLIP H (06/28/00) 1268.762  (m)                       GP(       ) 4 1
 LP0514  NAD 83(1994)-  40 43 39.86637(N)    113 28 27.68597(W) AD(       ) B
 LP0514  ELLIP H (04/21/95) 1268.830  (m)                       GP(       ) 4 1
 LP0514  NAD 83(1986)-  40 43 39.85587(N)    113 28 27.67797(W) AD(       ) 1
 LP0514  NAD 27      -  40 43 40.09684(N)    113 28 24.70796(W) AD(       ) 1
 LP0514  NAVD 88 (04/21/95) 1286.9    (m)  GEOID93  model used  GPS OBS        
 LP0514  NGVD 29 (07/19/86) 1286.0    (m)         4219.     (f) VERT ANG       
 LP0514
 LP0514.Superseded values are not recommended for survey control.
 LP0514
 LP0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0514.See file dsdata.pdf to determine how the superseded data were derived.
 LP0514
 LP0514_MARKER: DS = TRIANGULATION STATION DISK
 LP0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0514_STAMPING: BARRO 1940
 LP0514_MARK LOGO: CGS
 LP0514_MAGNETIC: N = NO MAGNETIC MATERIAL
 LP0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0514+STABILITY: SURFACE MOTION
 LP0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0514+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1999
 LP0514
 LP0514  HISTORY     - Date     Condition        Report By
 LP0514  HISTORY     - 1940     MONUMENTED       CGS
 LP0514  HISTORY     - 1974     GOOD             NGS
 LP0514  HISTORY     - 1983     GOOD             DMA
 LP0514  HISTORY     - 1988     GOOD             DMA
 LP0514  HISTORY     - 19931003 GOOD             NGS
 LP0514  HISTORY     - 19990212 GOOD             NGS
 LP0514
 LP0514                          STATION DESCRIPTION
 LP0514
 LP0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LP0514'STATION IS ABOUT 29 MILES E OF WENDOVER, 10 MILES W OF KNOLLS,
 LP0514'AND ABOUT 0.15 MILE NE OF BARRO SECTION HOUSES ON THE FLAT
 LP0514'SURFACE OF SALT LAKE DESERT.
 LP0514'
 LP0514'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 LP0514'IN TOPS OF CONCRETE CYLINDERS.
 LP0514'
 LP0514'UNDERGROUND MARK IS A BLOCK OF CONCRETE BELOW GROUND CONTAINING
 LP0514'AT THE CENTER OF ITS UPPER SURFACE A COPPER BOLT PROJECTING
 LP0514'SLIGHTLY ABOVE THE CONCRETE.  MARKS ARE STAMPED BARRO 1940.
 LP0514'
 LP0514'AZIMUTH MARK IS A STANDARD BENCH MARK STAMPED Y 79, 1934, AND
 LP0514'IS SITUATED BETWEEN THE RAILROAD AND THE HIGHWAY, 0.35 MILE
 LP0514'W.  IT IS AT MILEPOST 835 AND 51.8 FEET N OF THE CENTER OF
 LP0514'THE MAIN LINE OF THE RAILROAD.
 LP0514'
 LP0514'TO REACH FROM WENDOVER, GO E ON U.S. HIGHWAY 40, 29 MILES TO
 LP0514'BARRO SECTION HOUSES ON RIGHT, AND STATION ON LEFT, ABOUT
 LP0514'301.5 FEET N OF THE CENTER OF HIGHWAY.
 LP0514'
 LP0514'TO REACH FROM KNOLLS, GO W ON U.S. HIGHWAY 40, 10 MILES TO
 LP0514'AIR BEACON 55.  CONTINUE 0.25 MILE TO STATION ON RIGHT.
 LP0514
 LP0514                          STATION RECOVERY (1974)
 LP0514
 LP0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LP0514'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND BENCH MARK Y 79,
 LP0514'(AZIMUTH MARK) WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A
 LP0514'GREATER DISTANCE OF 0.006 METER TO REFERENCE MARK 1 AND 0.008 METER
 LP0514'TO REFERENCE MARK 2 WERE NOTED AT THIS DATE.  THE DIRECTION TO THE
 LP0514'REFERENCE MARKS COMPARED FAVORABLY WITH THE 1940 OBSERVATIONS.  A
 LP0514'COMPLETE NEW DESCRIPTION FOLLOWS--
 LP0514'
 LP0514'THE STATION IS LOCATED ABOUT 30 MILES EAST OF WENDOVER, 10 MILES
 LP0514'WEST OF KNOLLS AND 0.2 MILE SOUTH OF INTERSTATE HIGHWAY 80 ON FLAT
 LP0514'SALT DESERT.
 LP0514'
 LP0514'TO REACH THE STATION FROM THE SOUTH END OF THE OVERPASS OF
 LP0514'INTERSTATE HIGHWAY 80 AT THE KNOLLS EXIT GO WEST ON THE FRONTAGE
 LP0514'ROAD FOR 11.0 MILES TO THE STATION ON THE RIGHT.  (TO REACH THE
 LP0514'BENCH MARK, USED AS AN AZIMUTH MARK, CONTINUE WEST ON THE FRONTAGE
 LP0514'ROAD FOR 0.6 MILE TO THE MARK ON THE RIGHT.)
 LP0514'
 LP0514'THE STATION MARK IS A STANDARD DISK STAMPED BARRO 1940, SET IN THE
 LP0514'TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE
 LP0514'GROUND SURFACE.  IT IS 48 PACES NORTH OF THE RIGHT-OF-WAY FENCE FOR
 LP0514'THE FRONTAGE ROAD AND 3 FEET SOUTH OF A METAL WITNESS POST.
 LP0514'
 LP0514'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BARRO NO 1 1940, SET IN
 LP0514'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 LP0514'AND PARTIALLY ERODED AT THE GROUND SURFACE.  IT IS 51 FEET NORTH OF
 LP0514'THE METAL WITNESS POST AND THE SAME ELEVATION AS THE STATION.
 LP0514'
 LP0514'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BARRO NO 2 1940, SET IN
 LP0514'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 LP0514'AND PARTIALLY ERODED AT THE GROUND SURFACE.  IT IS 48 PACES NORTH
 LP0514'OF THE RIGHT-OF-WAY FENCE FOR THE FRONTAGE ROAD, 49 FEET EAST OF
 LP0514'THE METAL WITNESS POST AND THE SAME ELEVATION AS THE STATION.
 LP0514'
 LP0514'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED Y 79 1934, SET
 LP0514'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 LP0514'AND PARTIALLY ERODED AT THE GROUND SURFACE.  IT IS 67 FEET SOUTH OF
 LP0514'THE CENTER OF THE SURFACED FRONTAGE ROAD, 33 FEET NORTH OF THE
 LP0514'NORTH RAIL OF THE WESTERN PACIFIC RAILROAD TRACK AND 1 FOOT NORTH
 LP0514'OF A METAL WITNESS POST.  THIS MARK WAS USED AS AN AZIMUTH MARK.
 LP0514'
 LP0514'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LP0514'10 MILES WEST OF KNOLLS.
 LP0514
 LP0514                          STATION RECOVERY (1983)
 LP0514
 LP0514'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983 (DAC)
 LP0514'BARRO 1940 RECOVERED GOOD.
 LP0514'
 LP0514'DESCRIPTION ADEQUATE AND CORRECT.
 LP0514'
 LP0514'RM 1 AND RM 2 RECOVERED IN GOOD CONDITION.
 LP0514'
 LP0514'AZ MK BM Y79 1934 USC AND GS RECOVERED IN GOOD CONDITION.
 LP0514
 LP0514                          STATION RECOVERY (1988)
 LP0514
 LP0514'RECOVERY NOTE BY DEFENSE MAP AGENCY 1988 (RFA)
 LP0514'RECOVERED IN GOOD CONDITION.
 LP0514
 LP0514                          STATION RECOVERY (1993)
 LP0514
 LP0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 LP0514'STATION IS LOCATED ABOUT 46 KM (28.60 MI) EAST OF WENDOVER, 16 KM
 LP0514'(9.95 MI) WEST OF KNOLLS, 0.5 KM (0.30 MI) SOUTH OF INTERSTATE HIGHWAY
 LP0514'80, ACROSS OLD HIGHWAY FROM THE OLD BARRO SIDING, 0.4 KM (0.25 MI)
 LP0514'WEST OF A FENCED US AIR FORCE WEATHER STATION, IN THE GREAT SALT
 LP0514'DESERT, AT RAILROAD MILE 835.55, IN SOUTH CENTRAL SECTION 18, T 1 S, R
 LP0514'14 W.  OWNERSHIP--US BUREAU OF LAND MANAGEMENT. TO REACH FROM THE
 LP0514'OVERPASS OF THE EASTBOUND LANES OF INTERSTATE HIGHWAY 80 AT KNOLLS
 LP0514'(EXIT 41), GO SOUTH, THEN WEST, ON OLD HIGHWAY 40 FOR 18.60 KM (11.55
 LP0514'MI) TO THE WEATHER STATION ON THE RIGHT. CONTINUE AHEAD FOR 0.43 KM
 LP0514'(0.25 MI) TO THE STATION ON THE RIGHT, JUST BEFORE REACHING A METAL
 LP0514'RAILROAD BUILDING ON THE LEFT. STATION MARK IS A DISK SET IN THE TOP
 LP0514'OF A 30-CM CORRODED ROUND CONCRETE POST PROJECTING 10 CM ABOVE GROUND.
 LP0514'IT IS 91.3 M (299.5 FT) NORTH OF, AND 1 M (3.3 FT) LOWER THAN THE ROAD
 LP0514'CENTER, 46.2 M (151.6 FT) NORTH OF AN OLD RAILROAD-TIE FENCE LINE,
 LP0514'72.2 M (236.9 FT) WEST-NORTHWEST OF A UTILITY POLE WITH DOUBLE GUY
 LP0514'WIRES, AND 0.9 M (3.0 FT) SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 LP0514'DESCRIBED BY G.R.HEID
 LP0514
 LP0514                          STATION RECOVERY (1999)
 LP0514
 LP0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 LP0514'RECOVERED AS DESCRIBED.  NOTE--THE CONCRETE POST THE STATION IS SET IN
 LP0514'HAS STARTED TO PARTIALLY ERODE AT THE GROUND SURFACE, BUT THE CONCRETE
 LP0514'POST REMAINS IN STABLE CONDITION.  THE TOP OF THE POST WAS REINFORCED
 LP0514'AT THIS DATE AND IS ENCASED IN A 30 CM PLASTIC PIPE PROJECTING ABOUT
 LP0514'18 CM ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0774 ***********************************************************************
 LO0774  DESIGNATION -  BARTHOLOMEW
 LO0774  PID         -  LO0774
 LO0774  STATE/COUNTY-  UT/UTAH
 LO0774  COUNTRY     -  US
 LO0774  USGS QUAD   -  SPRINGVILLE (2017)
 LO0774
 LO0774                         *CURRENT SURVEY CONTROL
 LO0774  ______________________________________________________________________
 LO0774* NAD 83(1994) POSITION- 40 13 35.04099(N) 111 30 13.36067(W)   ADJUSTED
 LO0774* NAVD 88 ORTHO HEIGHT -  2079.5   (meters)     6822.    (feet) VERTCON3
 LO0774  ______________________________________________________________________
 LO0774  GEOID HEIGHT    -        -16.292 (meters)                     GEOID18
 LO0774  LAPLACE CORR    -         -4.27  (seconds)                    DEFLEC18
 LO0774  HORZ ORDER      -  THIRD
 LO0774
 LO0774.The horizontal coordinates were established by classical geodetic methods
 LO0774.and adjusted by the National Geodetic Survey in November 1997.
 LO0774
 LO0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0774
 LO0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0774.GEOID18 height accuracy estimate available here.
 LO0774
 LO0774.Click photographs - Photos may exist for this station.
 LO0774
 LO0774.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0774
 LO0774. The following values were computed from the NAD 83(1994) position.
 LO0774
 LO0774;                    North         East     Units Scale Factor Converg.
 LO0774;SPC UT C     - 2,210,167.882   499,684.152   MT  0.99992211   -0 00 08.6
 LO0774;SPC UT C     - 7,251,192.46  1,639,380.42   sFT  0.99992211   -0 00 08.6
 LO0774;UTM  12      - 4,453,007.584   457,145.599   MT  0.99962261   -0 19 31.1
 LO0774
 LO0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0774!SPC UT C     -   0.99967643  x   0.99992211  =   0.99959857
 LO0774!UTM  12      -   0.99967643  x   0.99962261  =   0.99929917
 LO0774
 LO0774:                Primary Azimuth Mark                     Grid Az
 LO0774:SPC UT C     -  DICK                                     167 51 42.9
 LO0774:UTM  12      -  DICK                                     168 11 05.4
 LO0774
 LO0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK5714553007(NAD 83)
 LO0774
 LO0774|---------------------------------------------------------------------|
 LO0774| PID    Reference Object                     Distance      Geod. Az  |
 LO0774|                                                           dddmmss.s |
 LO0774| LO0759 DICK                                APPROX. 9.7 KM 1675134.3 |
 LO0774|---------------------------------------------------------------------|
 LO0774
 LO0774                          SUPERSEDED SURVEY CONTROL
 LO0774
 LO0774  NAD 83(1993)-  40 13 35.04008(N)    111 30 13.35921(W) AD(       ) 3
 LO0774  NAD 83(1986)-  40 13 35.03135(N)    111 30 13.35318(W) AD(       ) 3
 LO0774  NAD 27      -  40 13 35.17167(N)    111 30 10.68244(W) AD(       ) 3
 LO0774  NGVD 29 (07/19/86) 2078.4    (m)         6819.     (f) VERT ANG       
 LO0774
 LO0774.Superseded values are not recommended for survey control.
 LO0774
 LO0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0774.See file dsdata.pdf to determine how the superseded data were derived.
 LO0774
 LO0774_MARKER: DD = SURVEY DISK
 LO0774_SETTING: 80 = SET IN A BOULDER
 LO0774_STAMPING: BARTHOLOMEW 1946
 LO0774_MARK LOGO: USGS
 LO0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0774+STABILITY: SURFACE MOTION
 LO0774
 LO0774  HISTORY     - Date     Condition        Report By
 LO0774  HISTORY     - 1946     MONUMENTED       USGS
 LO0774
 LO0774                          STATION DESCRIPTION
 LO0774
 LO0774'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 LO0774'LOCATED ABOUT 8 MI. E. OF PROVO ON THE RIDGE TO THE NE. OF
 LO0774'BARTHOLOMEWS CANYON, WHICH IS A SHORT CANYON TRIBUTARY TO LEFT FORK
 LO0774'HOBBLE CREEK.  STATION IS NEAR THE W. EDGE OF RIDGE AND ABOUT 0.3 MI.
 LO0774'AND A LITTLE N. OF THE FORKS IN BARTHOLOMEW CANYON.
 LO0774'
 LO0774'TO REACH FROM SPRINGVILLE POST OFFICE, TAKE HOBBLE CREEK RD. FOR 6.6
 LO0774'MI. TO MAIN FORKS, TAKE RD. UP LEFT FORK 2.6 MI. TO MOUTH OF
 LO0774'BARTHOLOMEWS CANYON, TURN LEFT UP CANYON FOR 2.05 MI., TAKE RIGHT
 LO0774'FORK FOR 0.1 MI. AND LEAVE CAR.  STATION IS ON TOP OF RIDGE ABOUT 0.25
 LO0774'MI. TO RIGHT.
 LO0774'
 LO0774'STATION MARK - STANDARD TABLET STAMPED ---BARTHOLOMEW 1946--- CEMENTED
 LO0774'IN TOP OF BOULDER.
 LO0774'
 LO0774'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0411 ***********************************************************************
 LP0411  DESIGNATION -  BASELINE MON 34
 LP0411  PID         -  LP0411
 LP0411  STATE/COUNTY-  UT/SALT LAKE
 LP0411  COUNTRY     -  US
 LP0411  USGS QUAD   -  BINGHAM CANYON (2017)
 LP0411
 LP0411                         *CURRENT SURVEY CONTROL
 LP0411  ______________________________________________________________________
 LP0411* NAD 83(1994) POSITION- 40 30 04.99428(N) 112 08 16.36752(W)   ADJUSTED
 LP0411* NAVD 88 ORTHO HEIGHT -  2257.9   (meters)     7408.    (feet) VERTCON3
 LP0411  ______________________________________________________________________
 LP0411  GEOID HEIGHT    -        -16.921 (meters)                     GEOID18
 LP0411  LAPLACE CORR    -        -13.58  (seconds)                    DEFLEC18
 LP0411  HORZ ORDER      -  THIRD
 LP0411
 LP0411.The horizontal coordinates were established by classical geodetic methods
 LP0411.and adjusted by the National Geodetic Survey in November 1997.
 LP0411
 LP0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0411
 LP0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0411.GEOID18 height accuracy estimate available here.
 LP0411
 LP0411.Click photographs - Photos may exist for this station.
 LP0411
 LP0411.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0411
 LP0411. The following values were computed from the NAD 83(1994) position.
 LP0411
 LP0411;                    North         East     Units Scale Factor Converg.
 LP0411;SPC UT C     - 2,240,893.921   445,931.739   MT  0.99996641   -0 24 31.0
 LP0411;SPC UT C     - 7,351,999.47  1,463,027.71   sFT  0.99996641   -0 24 31.0
 LP0411;UTM  12      - 4,484,030.564   403,584.032   MT  0.99971443   -0 44 20.7
 LP0411
 LP0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0411!SPC UT C     -   0.99964859  x   0.99996641  =   0.99961501
 LP0411!UTM  12      -   0.99964859  x   0.99971443  =   0.99936312
 LP0411
 LP0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK0358484030(NAD 83)
 LP0411
 LP0411                          SUPERSEDED SURVEY CONTROL
 LP0411
 LP0411  NAD 83(1993)-  40 30 04.99345(N)    112 08 16.36584(W) AD(       ) 3
 LP0411  NAD 83(1986)-  40 30 04.98408(N)    112 08 16.36121(W) AD(       ) 3
 LP0411  NAD 27      -  40 30 05.17248(N)    112 08 13.57284(W) AD(       ) 3
 LP0411  NGVD 29 (07/19/86) 2256.7    (m)         7404.     (f) VERT ANG       
 LP0411
 LP0411.Superseded values are not recommended for survey control.
 LP0411
 LP0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0411.See file dsdata.pdf to determine how the superseded data were derived.
 LP0411
 LP0411
 LP0411  HISTORY     - Date     Condition        Report By
 LP0411  HISTORY     - 1933     MONUMENTED       USGS
 LP0411  HISTORY     - 1967     GOOD             USGS
 LP0411
 LP0411                          STATION DESCRIPTION
 LP0411
 LP0411'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 LP0411'LOCATED 5 MI. W. OF HERRIMAN, 2.5 MI. S. OF BINGHAM, 3.5 MI. SW. OF
 LP0411'LARK, ON LOWER TOP AT U.S. SMELTING COMPANY MINES.
 LP0411'
 LP0411'TO REACH FROM OLD HERRIMAN SCHOOL IN HERRIMAN,
 LP0411'PROCEED W. ON HIGHWAY 111 3.8 MI. TO BLACKTOP RD. GOING LEFT AND
 LP0411'GOING TO KENNICOT COPPER MINE MACHINE SHOPS, DRIVE 3.8 MI. TO MACHINE
 LP0411'SHOP, AT SHOPS SECURE PASS FROM SECURITY GUARD AND PROCEED 0.75 MI.
 LP0411'SW. ON MINE RDS. TO STATION MARK ON SMALL TOP.
 LP0411'
 LP0411'STATION MARK--A HOLE IN THE CENTER OF 1-1/4 IN. IRON PIPE IN CONCRETE
 LP0411'MINING MONUMENT WITH ---XXXIV--- INITIALED IN SIDE AND BASE STENCILED
 LP0411'---1933---.
 LP0411'
 LP0411'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0749 ***********************************************************************
 MS0749  DESIGNATION -  BAY ET
 MS0749  PID         -  MS0749
 MS0749  STATE/COUNTY-  UT/BOX ELDER
 MS0749  COUNTRY     -  US
 MS0749  USGS QUAD   -  COYOTE POINT (2017)
 MS0749
 MS0749                         *CURRENT SURVEY CONTROL
 MS0749  ______________________________________________________________________
 MS0749* NAD 83(1994) POSITION- 41 33 39.86503(N) 112 47 45.74095(W)   ADJUSTED
 MS0749* NAVD 88 ORTHO HEIGHT -  1323.4   (meters)     4342.    (feet) VERTCON3
 MS0749  ______________________________________________________________________
 MS0749  GEOID HEIGHT    -        -16.161 (meters)                     GEOID18
 MS0749  LAPLACE CORR    -          2.59  (seconds)                    DEFLEC18
 MS0749  HORZ ORDER      -  SECOND
 MS0749
 MS0749.The horizontal coordinates were established by classical geodetic methods
 MS0749.and adjusted by the National Geodetic Survey in November 1997.
 MS0749
 MS0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0749
 MS0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0749.GEOID18 height accuracy estimate available here.
 MS0749
 MS0749.Click photographs - Photos may exist for this station.
 MS0749
 MS0749.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0749
 MS0749. The following values were computed from the NAD 83(1994) position.
 MS0749
 MS0749;                    North         East     Units Scale Factor Converg.
 MS0749;SPC UT N     - 1,137,148.913   391,894.518   MT  0.99997148   -0 51 16.4
 MS0749;SPC UT N     - 3,730,796.06  1,285,740.60   sFT  0.99997148   -0 51 16.4
 MS0749;UTM  12      - 4,602,602.126   350,235.531   MT  0.99987602   -1 11 30.3
 MS0749
 MS0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0749!SPC UT N     -   0.99979500  x   0.99997148  =   0.99976649
 MS0749!UTM  12      -   0.99979500  x   0.99987602  =   0.99967105
 MS0749
 MS0749:                Primary Azimuth Mark                     Grid Az
 MS0749:SPC UT N     -  CEDAR ET                                 046 08 55.3
 MS0749:UTM  12      -  CEDAR ET                                 046 29 09.2
 MS0749
 MS0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM5023502602(NAD 83)
 MS0749
 MS0749|---------------------------------------------------------------------|
 MS0749| PID    Reference Object                     Distance      Geod. Az  |
 MS0749|                                                           dddmmss.s |
 MS0749| MS0748 CEDAR ET                            APPROX.12.5 KM 0451738.9 |
 MS0749|---------------------------------------------------------------------|
 MS0749
 MS0749                          SUPERSEDED SURVEY CONTROL
 MS0749
 MS0749  NAD 83(1986)-  41 33 39.85508(N)    112 47 45.72124(W) AD(       ) 2
 MS0749  NAD 27      -  41 33 40.12267(N)    112 47 42.79894(W) AD(       ) 2
 MS0749  NGVD 29 (07/19/86) 1322.4    (m)         4339.     (f) VERT ANG       
 MS0749
 MS0749.Superseded values are not recommended for survey control.
 MS0749
 MS0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0749.See file dsdata.pdf to determine how the superseded data were derived.
 MS0749
 MS0749_MARKER: DD = SURVEY DISK
 MS0749_SETTING: 66 = SET IN ROCK OUTCROP
 MS0749_STAMPING: BAY ET 1966
 MS0749_MARK LOGO: USGS
 MS0749_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0749+STABILITY: POSITION/ELEVATION WELL
 MS0749
 MS0749  HISTORY     - Date     Condition        Report By
 MS0749  HISTORY     - 1966     MONUMENTED       USGS
 MS0749
 MS0749                          STATION DESCRIPTION
 MS0749
 MS0749'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (RWH)
 MS0749'LOCATED ABOUT 14 MI. (AIRLINE) WSW. OF GOLDEN SPIKE MONUMENT.
 MS0749'ABOUT 13 MI. SE. OF LOCOMOTIVE SPRINGS.  ABOUT 9.8 MI. SW. OF
 MS0749'CEDAR SPRING.  ON SMALL ROCKY HILL PROJECTING INTO GREAT SALT
 MS0749'LAKE.
 MS0749'
 MS0749'TO REACH FROM GOLDEN SPIKE MONUMENT TAKE GRAVEL RD. W. FOR 5.6
 MS0749'MI. TO RD. FORK.  CONTINUE W. FOR 0.3 MI. TO RD. FORK.  TAKE
 MS0749'RIGHT FORK AND DRIVE N. AND W. ALONG OLD RR. GRADE FOR 4.6 MI.
 MS0749'TO RD. FORK BY GATE AND CATTLEGUARD.  TAKE LEFT FORK AND TRAVEL
 MS0749'S. AND W. FOR 2.2 MI. TO RANCH HOUSE.  TAKE LEFT FORK (S.) FOR
 MS0749'0.3 MI. TO RD. FORK.  CONTINUE S. FOR 3.3 MI. TO RD. FORK BY
 MS0749'WINDMILL.  TAKE RIGHT FORK FOR 2 MI. TO RD. FORK.  TAKE RIGHT
 MS0749'FORK (N.) FOR 1.8 MI. TO RD. FORK.  TAKE LEFT FORK (W.) FOR 1
 MS0749'MI. TO RD. FORK.  TAKE LEFT FORK W. FOR 0.9 MI. TO END OF
 MS0749'TRUCK TRAVEL.  PACK W. TO HIGHEST POINT OF TOP AND STATION.
 MS0749'ABOUT A 10-MINUTE PACK.
 MS0749'
 MS0749'STATION MARK--A STANDARD TABLET STAMPED BAY ET 1966 SET IN ROCK
 MS0749'OUTCROP.
 MS0749'
 MS0749'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0142 ***********************************************************************
 MS0142  DESIGNATION -  BB 333
 MS0142  PID         -  MS0142
 MS0142  STATE/COUNTY-  UT/DAVIS
 MS0142  COUNTRY     -  US
 MS0142  USGS QUAD   -  CLEARFIELD (2017)
 MS0142
 MS0142                         *CURRENT SURVEY CONTROL
 MS0142  ______________________________________________________________________
 MS0142* NAD 83(1986) POSITION- 41 06 48.8    (N) 112 01 34.7    (W)   HD_HELD2
 MS0142* NAVD 88 ORTHO HEIGHT -  1369.044 (meters)     4491.61  (feet) ADJUSTED
 MS0142  ______________________________________________________________________
 MS0142  GEOID HEIGHT    -        -16.976 (meters)                     GEOID18
 MS0142  DYNAMIC HEIGHT  -       1367.979 (meters)     4488.11  (feet) COMP
 MS0142  MODELED GRAVITY -    979,799.0   (mgal)                       NAVD 88
 MS0142
 MS0142  VERT ORDER      -  FIRST     CLASS I
 MS0142
 MS0142.The horizontal coordinates were established by autonomous hand held GPS
 MS0142.observations and have an estimated accuracy of +/- 10 meters.
 MS0142
 MS0142.The orthometric height was determined by differential leveling and
 MS0142.adjusted by the NATIONAL GEODETIC SURVEY
 MS0142.in June 1991.
 MS0142
 MS0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0142.GEOID18 height accuracy estimate available here.
 MS0142
 MS0142.Click photographs - Photos may exist for this station.
 MS0142
 MS0142.The dynamic height is computed by dividing the NAVD 88
 MS0142.geopotential number by the normal gravity value computed on the
 MS0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0142.degrees latitude (g = 980.6199 gals.).
 MS0142
 MS0142.The modeled gravity was interpolated from observed gravity values.
 MS0142
 MS0142;                    North         East    Units  Estimated Accuracy
 MS0142;SPC UT N     - 1,086,777.      455,797.      MT  (+/- 10 meters HH2 GPS)
 MS0142
 MS0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1383351870(NAD 83)
 MS0142
 MS0142                          SUPERSEDED SURVEY CONTROL
 MS0142
 MS0142  NGVD 29 (??/??/92) 1368.048  (m)         4488.34   (f) ADJ UNCH    1 1
 MS0142
 MS0142.Superseded values are not recommended for survey control.
 MS0142
 MS0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0142.See file dsdata.pdf to determine how the superseded data were derived.
 MS0142
 MS0142_MARKER: DB = BENCH MARK DISK
 MS0142_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MS0142_SP_SET: SIDEWALK
 MS0142_STAMPING: BB 333 1945
 MS0142_MARK LOGO: CGS
 MS0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0142
 MS0142  HISTORY     - Date     Condition        Report By
 MS0142  HISTORY     - 1945     MONUMENTED       CGS
 MS0142  HISTORY     - 1967     GOOD             CGS
 MS0142
 MS0142                          STATION DESCRIPTION
 MS0142
 MS0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0142'IN CLEARFIELD.
 MS0142'AT CLEARFIELD, 0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 91 (STATE STREET)
 MS0142'FROM THE POST OFFICE, AT THE JUNCTION OF MAIN AND CENTER STREETS,
 MS0142'ABOUT 175 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, IN THE TOP OF
 MS0142'THE WEST CONCRETE SIDEWALK OF MAIN STREET, 20.7 FEET NORTH OF THE
 MS0142'SOUTHEAST CORNER OF BARLOWS FURNITURE STORE, 16.0 FEET SOUTH OF THE
 MS0142'CENTER LINE OF THE EAST ENTRANCE TO THE BUILDING, 1.3 FEET EAST OF THE
 MS0142'EAST WALL OF THE BUILDING, AND ABOUT LEVEL WITH THE STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DK7418 ***********************************************************************
 DK7418  SACS        -  This is a Secondary Airport Control Station.
 DK7418  DESIGNATION -  BCE A
 DK7418  PID         -  DK7418
 DK7418  STATE/COUNTY-  UT/GARFIELD
 DK7418  COUNTRY     -  US
 DK7418  USGS QUAD   -  BRYCE CANYON (2017)
 DK7418
 DK7418                         *CURRENT SURVEY CONTROL
 DK7418  ______________________________________________________________________
 DK7418* NAD 83(2011) POSITION- 37 42 28.99589(N) 112 08 44.15230(W)   ADJUSTED
 DK7418* NAD 83(2011) ELLIP HT-  2285.663 (meters)        (06/27/12)   ADJUSTED
 DK7418* NAD 83(2011) EPOCH   -  2010.00
 DK7418* NAVD 88 ORTHO HEIGHT -  2305.81  (meters)     7565.0   (feet) GPS OBS
 DK7418  ______________________________________________________________________
 DK7418  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK7418  GEOID HEIGHT    -        -19.936 (meters)                     GEOID03
 DK7418  GEOID HEIGHT    -        -19.975 (meters)                     GEOID18
 DK7418  NAD 83(2011) X  - -1,905,209.600 (meters)                     COMP
 DK7418  NAD 83(2011) Y  - -4,681,274.386 (meters)                     COMP
 DK7418  NAD 83(2011) Z  -  3,881,256.452 (meters)                     COMP
 DK7418  LAPLACE CORR    -          1.91  (seconds)                    DEFLEC18
 DK7418
 DK7418  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7418  Standards:
 DK7418         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7418            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7418  -------------------------------------------------------------------
 DK7418  NETWORK    0.56   1.10           0.26   0.19   0.56     -0.08270066
 DK7418  -------------------------------------------------------------------
 DK7418  Click here for local accuracies and other accuracy information.
 DK7418
 DK7418.This mark is at Bryce Canyon Airport  (BCE)
 DK7418
 DK7418.The horizontal coordinates were established by GPS observations
 DK7418.and adjusted by the National Geodetic Survey in June 2012.
 DK7418
 DK7418.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7418.been affixed to the stable North American tectonic plate. See 
 DK7418.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK7418
 DK7418.The horizontal coordinates are valid at the epoch date displayed above
 DK7418.which is a decimal equivalence of Year/Month/Day.
 DK7418
 DK7418.The orthometric height was determined by GPS observations and a
 DK7418.high-resolution geoid model.
 DK7418
 DK7418.GPS derived orthometric heights for airport stations designated as
 DK7418.PACS or SACS are published to 2 decimal places.  This maintains
 DK7418.centimeter relative accuracy between the PACS and SACS.  It does
 DK7418.not indicate centimeter accuracy relative to other marks which are
 DK7418.part of the published vertical control network.
 DK7418
 DK7418.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7418.GEOID18 height accuracy estimate available here.
 DK7418
 DK7418.Click photographs - Photos may exist for this station.
 DK7418
 DK7418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7418
 DK7418.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK7418
 DK7418.The ellipsoidal height was determined by GPS observations
 DK7418.and is referenced to NAD 83.
 DK7418
 DK7418. The following values were computed from the NAD 83(2011) position.
 DK7418
 DK7418;                    North         East     Units Scale Factor Converg.
 DK7418;SPC UT S     - 3,115,773.090   443,074.667   MT  0.99995217   -0 23 44.0
 DK7418;SPC UT S     -10,222,332.21  1,453,654.14   sFT  0.99995217   -0 23 44.0
 DK7418;UTM  12      - 4,174,041.361   399,020.430   MT  0.99972559   -0 42 02.7
 DK7418
 DK7418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7418!SPC UT S     -   0.99964146  x   0.99995217  =   0.99959365
 DK7418!UTM  12      -   0.99964146  x   0.99972559  =   0.99936715
 DK7418
 DK7418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG9902074041(NAD 83)
 DK7418
 DK7418                          SUPERSEDED SURVEY CONTROL
 DK7418
 DK7418  NAD 83(2007)-  37 42 28.99526(N)    112 08 44.15278(W) AD(2002.00) 1
 DK7418  ELLIP H (11/05/08) 2285.671  (m)                       GP(2002.00) 3 1
 DK7418
 DK7418.Superseded values are not recommended for survey control.
 DK7418
 DK7418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7418.See file dsdata.pdf to determine how the superseded data were derived.
 DK7418
 DK7418_MARKER: DD = SURVEY DISK
 DK7418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7418_STAMPING: BCE A 2008
 DK7418_MARK LOGO: WOOLPT
 DK7418_PROJECTION: FLUSH
 DK7418_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7418+STABILITY: SURFACE MOTION
 DK7418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7418+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2008
 DK7418
 DK7418  HISTORY     - Date     Condition        Report By
 DK7418  HISTORY     - 20080614 MONUMENTED       WOOLPT
 DK7418
 DK7418                          STATION DESCRIPTION
 DK7418
 DK7418'DESCRIBED BY WOOLPERT CONSULTANTS 2008
 DK7418'DESCRIBED BY WOOLPERT INCORPORATED 2008 (DJK) STATION IS LOCATED ABOUT
 DK7418'28.5 KM (17.7 MI) SOUTHEAST OF PANGUITCH, 1.5 KM (0.9 MI)
 DK7418'NORTH-NORTHWEST OF THE JUNCTION OF STATE HIGHWAYS 12 AND 63 (BRYCE
 DK7418'CANYON JUNCTION), AT THE BRYCE CANYON AIRPORT.  ALONG THE MAIN
 DK7418'PARALLEL TAXIWAY APPROXIMATELY 1000 FT (304.8 M) SOUTH SOUTHWEST OF AN
 DK7418'ANGLE POINT IN AN EIGHT FOOT TALL ELECTRIC PERIMETER FENCE.
 DK7418'OWNERSHIP--GARFIELD COUNTY, COUNTY COURTHOUSE, PANGUITCH, UT 84759.
 DK7418'AIRPORT MANAGER IS GREG POLLOCK, PHONE 435-834-5239   TO REACH FROM
 DK7418'THE JUNCTION OF STATE HIGHWAYS 12 AND 63 AT BRYCE CANYON JUNCTION, GO
 DK7418'NORTHWEST ON HIGHWAY 12 FOR 0.75 KM (0.5 MI) TO A PAVED ROAD RIGHT.
 DK7418'TURN RIGHT, NORTH, ON THE AIRPORT ENTRANCE ROAD FOR 0.97 KM (0.6 MI)
 DK7418'TO AN ASPHALT ROAD DIRECTLY NORTH OF A WOOD SIDED HOUSE.  TURN RIGHT
 DK7418'(EAST) FOR 122.0 M (400.3 FT) FOLLOWING THE ROAD CROSSING THE APRON TO
 DK7418'THE MAIN PARALLEL TAXIWAY.  TURN LEFT (NORTHEAST) ON THE MAIN PARALLEL
 DK7418'TAXIWAY FOR 1.05 KM (0.7 MI) TO THE STATION ON THE LEFT (WEST).
 DK7418'
 DK7418'STATION IS A WOOLPERT AIRPORT CONTROL DISK SET IN THE TOP OF A 4.0 FT
 DK7418'(1.2 M) CONCRETE POST FLUSH WITH THE GROUND.  IT IS 21.10 M (69.2 FT)
 DK7418'WEST OF THE WEST EDGE OF THE MAIN PARALLEL TAXIWAY, 20.72 M (68.0 FT)
 DK7418'SOUTHWEST OF A BLUE TAXIWAY LIGHT, AND 1.23 M (4.0 FT) EAST OF A
 DK7418'FIBERGLASS WITNESS POST.  THIS STATION IS DESIGNATED AS A SECONDARY
 DK7418'AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DK7419 ***********************************************************************
 DK7419  SACS        -  This is a Secondary Airport Control Station.
 DK7419  DESIGNATION -  BCE B
 DK7419  PID         -  DK7419
 DK7419  STATE/COUNTY-  UT/GARFIELD
 DK7419  COUNTRY     -  US
 DK7419  USGS QUAD   -  BRYCE CANYON (2017)
 DK7419
 DK7419                         *CURRENT SURVEY CONTROL
 DK7419  ______________________________________________________________________
 DK7419* NAD 83(2011) POSITION- 37 42 51.02485(N) 112 08 12.80891(W)   ADJUSTED
 DK7419* NAD 83(2011) ELLIP HT-  2281.193 (meters)        (06/27/12)   ADJUSTED
 DK7419* NAD 83(2011) EPOCH   -  2010.00
 DK7419* NAVD 88 ORTHO HEIGHT -  2301.32  (meters)     7550.2   (feet) GPS OBS
 DK7419  ______________________________________________________________________
 DK7419  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK7419  GEOID HEIGHT    -        -19.911 (meters)                     GEOID03
 DK7419  GEOID HEIGHT    -        -19.944 (meters)                     GEOID18
 DK7419  NAD 83(2011) X  - -1,904,340.292 (meters)                     COMP
 DK7419  NAD 83(2011) Y  - -4,681,175.616 (meters)                     COMP
 DK7419  NAD 83(2011) Z  -  3,881,791.207 (meters)                     COMP
 DK7419  LAPLACE CORR    -          2.00  (seconds)                    DEFLEC18
 DK7419
 DK7419  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7419  Standards:
 DK7419         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7419            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7419  -------------------------------------------------------------------
 DK7419  NETWORK    0.56   1.10           0.26   0.19   0.56     -0.08711040
 DK7419  -------------------------------------------------------------------
 DK7419  Click here for local accuracies and other accuracy information.
 DK7419
 DK7419.This mark is at Bryce Canyon Airport  (BCE)
 DK7419
 DK7419.The horizontal coordinates were established by GPS observations
 DK7419.and adjusted by the National Geodetic Survey in June 2012.
 DK7419
 DK7419.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7419.been affixed to the stable North American tectonic plate. See 
 DK7419.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK7419
 DK7419.The horizontal coordinates are valid at the epoch date displayed above
 DK7419.which is a decimal equivalence of Year/Month/Day.
 DK7419
 DK7419.The orthometric height was determined by GPS observations and a
 DK7419.high-resolution geoid model.
 DK7419
 DK7419.GPS derived orthometric heights for airport stations designated as
 DK7419.PACS or SACS are published to 2 decimal places.  This maintains
 DK7419.centimeter relative accuracy between the PACS and SACS.  It does
 DK7419.not indicate centimeter accuracy relative to other marks which are
 DK7419.part of the published vertical control network.
 DK7419
 DK7419.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7419.GEOID18 height accuracy estimate available here.
 DK7419
 DK7419.Click photographs - Photos may exist for this station.
 DK7419
 DK7419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7419
 DK7419.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK7419
 DK7419.The ellipsoidal height was determined by GPS observations
 DK7419.and is referenced to NAD 83.
 DK7419
 DK7419. The following values were computed from the NAD 83(2011) position.
 DK7419
 DK7419;                    North         East     Units Scale Factor Converg.
 DK7419;SPC UT S     - 3,116,446.949   443,846.973   MT  0.99995204   -0 23 24.8
 DK7419;SPC UT S     -10,224,543.03  1,456,187.94   sFT  0.99995204   -0 23 24.8
 DK7419;UTM  12      - 4,174,710.943   399,796.138   MT  0.99972367   -0 41 43.9
 DK7419
 DK7419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7419!SPC UT S     -   0.99964216  x   0.99995204  =   0.99959422
 DK7419!UTM  12      -   0.99964216  x   0.99972367  =   0.99936593
 DK7419
 DK7419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG9979674710(NAD 83)
 DK7419
 DK7419                          SUPERSEDED SURVEY CONTROL
 DK7419
 DK7419  NAD 83(2007)-  37 42 51.02423(N)    112 08 12.80939(W) AD(2002.00) 1
 DK7419  ELLIP H (11/05/08) 2281.201  (m)                       GP(2002.00) 3 1
 DK7419
 DK7419.Superseded values are not recommended for survey control.
 DK7419
 DK7419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7419.See file dsdata.pdf to determine how the superseded data were derived.
 DK7419
 DK7419_MARKER: DD = SURVEY DISK
 DK7419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7419_STAMPING: BCE B 2008
 DK7419_MARK LOGO: WOOLPT
 DK7419_PROJECTION: FLUSH
 DK7419_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7419+STABILITY: SURFACE MOTION
 DK7419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7419+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2008
 DK7419
 DK7419  HISTORY     - Date     Condition        Report By
 DK7419  HISTORY     - 20080614 MONUMENTED       WOOLPT
 DK7419
 DK7419                          STATION DESCRIPTION
 DK7419
 DK7419'DESCRIBED BY WOOLPERT CONSULTANTS 2008
 DK7419'DESCRIBED BY WOOLPERT INCORPORATED 2008 (DJK) STATION IS LOCATED ABOUT
 DK7419'28.5 KM (17.7 MI) SOUTHEAST OF PANGUITCH, 1.5 KM (0.9 MI)
 DK7419'NORTH-NORTHWEST OF THE JUNCTION OF STATE HIGHWAYS 12 AND 63 (BRYCE
 DK7419'CANYON JUNCTION), AT THE BRYCE CANYON AIRPORT.  AT THE  NORTH END OF
 DK7419'THE MAIN PARALLEL TAXIWAY.   OWNERSHIP--GARFIELD COUNTY, COUNTY
 DK7419'COURTHOUSE, PANGUITCH, UT 84759.   AIRPORT MANAGER IS GREG POLLOCK,
 DK7419'PHONE 435-834-5239  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 12
 DK7419'AND 63 AT BRYCE CANYON JUNCTION, GO NORTHWEST ON HIGHWAY 12 FOR 0.75
 DK7419'KM (0.5 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, NORTH, ON THE AIRPORT
 DK7419'ENTRANCE ROAD FOR 0.97 KM (0.6 MI) TO AN ASPHALT ROAD DIRECTLY NORTH
 DK7419'OF  A WOOD SIDED HOUSE.  TURN RIGHT (EAST) FOR 122.0 M (400.3 FT)
 DK7419'FOLLOWING  THE ROAD CROSSING THE APRON TO THE MAIN PARALLEL TAXIWAY.
 DK7419'TURN LEFT (NORTHEAST) ON THE MAIN PARALLEL TAXIWAY FOR 2.01 KM (1.2
 DK7419'MI) TO THE  NORTH END OF THE MAIN PARALLEL TAXIWAY AND THE STATION
 DK7419'DEAD AHEAD ON THE  EXTENDED EAST EDGE OF THE TAXIWAY.
 DK7419'
 DK7419'STATION IS A WOOLPERT AIRPORT  CONTROL DISK SET IN THE TOP OF A 4.0 FT
 DK7419'(1.2 M) CONCRETE POST FLUSH WITH THE  GROUND.  IT IS 33.28 M (109.2
 DK7419'FT) NORTH NORTH EAST  OF THE NORTH EDGE OF THE MAIN PARALLEL TAXIWAY,
 DK7419'12.65 M (41.5 FT)  SOUTHEAST OF A SINGLE FENCE POST WITH NO WIRE, 4.85
 DK7419'M (15.9 FT) EAST  OF A 4 FT (1.2 M) BARB WIRE FENCE SECTION, AND 1.0 M
 DK7419'(3.3 FT) SOUTH OF A  FIBERGLASS WITNESS POST.  THIS STATION IS
 DK7419'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0600 ***********************************************************************
 HO0600  DESIGNATION -  BEACON
 HO0600  PID         -  HO0600
 HO0600  STATE/COUNTY-  UT/IRON
 HO0600  COUNTRY     -  US
 HO0600  USGS QUAD   -  CEDAR CITY (2017)
 HO0600
 HO0600                         *CURRENT SURVEY CONTROL
 HO0600  ______________________________________________________________________
 HO0600* NAD 83(1994) POSITION- 37 40 41.23476(N) 113 05 49.65793(W)   ADJUSTED
 HO0600* NAVD 88 ORTHO HEIGHT -  1789.4   (meters)     5871.    (feet) VERTCON3
 HO0600  ______________________________________________________________________
 HO0600  GEOID HEIGHT    -        -21.562 (meters)                     GEOID18
 HO0600  LAPLACE CORR    -         10.29  (seconds)                    DEFLEC18
 HO0600  HORZ ORDER      -  THIRD
 HO0600
 HO0600.The horizontal coordinates were established by classical geodetic methods
 HO0600.and adjusted by the National Geodetic Survey in November 1997.
 HO0600
 HO0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0600
 HO0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0600.GEOID18 height accuracy estimate available here.
 HO0600
 HO0600.Click photographs - Photos may exist for this station.
 HO0600
 HO0600.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0600
 HO0600. The following values were computed from the NAD 83(1994) position.
 HO0600
 HO0600;                    North         East     Units Scale Factor Converg.
 HO0600;SPC UT S     - 3,113,457.425   359,122.940   MT  0.99995300   -0 58 42.7
 HO0600;SPC UT S     -10,214,734.90  1,178,222.51   sFT  0.99995300   -0 58 42.7
 HO0600;UTM  12      - 4,172,172.024   315,065.441   MT  1.00002127   -1 16 55.8
 HO0600
 HO0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0600!SPC UT S     -   0.99972267  x   0.99995300  =   0.99967568
 HO0600!UTM  12      -   0.99972267  x   1.00002127  =   0.99974393
 HO0600
 HO0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG1506572172(NAD 83)
 HO0600
 HO0600                          SUPERSEDED SURVEY CONTROL
 HO0600
 HO0600  NAD 83(1986)-  37 40 41.23212(N)    113 05 49.65116(W) AD(       ) 3
 HO0600  NAD 27      -  37 40 41.31460(N)    113 05 46.83373(W) AD(       ) 3
 HO0600  NGVD 29 (07/19/86) 1788.3    (m)         5867.     (f) VERT ANG       
 HO0600
 HO0600.Superseded values are not recommended for survey control.
 HO0600
 HO0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0600.See file dsdata.pdf to determine how the superseded data were derived.
 HO0600
 HO0600_MARKER: 22 = AIRWAY BEACON
 HO0600
 HO0600  HISTORY     - Date     Condition        Report By
 HO0600  HISTORY     - 1948     FIRST OBSERVED   USGS
 HO0600
 HO0600                          STATION DESCRIPTION
 HO0600
 HO0600'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 HO0600'LOCATED ABOUT 1.0 MI. W. OF CEDAR CITY, ON A SMALL HILL ABOUT 0.3 MI.
 HO0600'S. OF STATE HIGHWAY 56, ON LAS VEGAS-SALT LAKE AIR ROUTE.  NO BEACON
 HO0600'NUMBER GIVEN.
 HO0600'
 HO0600'STATION MARK--CENTER OF LIGHT AND TOWER.
 HO0600'
 HO0600'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0972 ***********************************************************************
 LO0972  DESIGNATION -  BEACON
 LO0972  PID         -  LO0972
 LO0972  STATE/COUNTY-  UT/SALT LAKE
 LO0972  COUNTRY     -  US
 LO0972  USGS QUAD   -  FORT DOUGLAS (2017)
 LO0972
 LO0972                         *CURRENT SURVEY CONTROL
 LO0972  ______________________________________________________________________
 LO0972* NAD 83(1994) POSITION- 40 46 14.10831(N) 111 47 54.30160(W)   ADJUSTED
 LO0972* NAVD 88 ORTHO HEIGHT -  2176.5   (meters)     7141.    (feet) VERTCON3
 LO0972  ______________________________________________________________________
 LO0972  GEOID HEIGHT    -        -16.204 (meters)                     GEOID18
 LO0972  LAPLACE CORR    -         12.03  (seconds)                    DEFLEC18
 LO0972  HORZ ORDER      -  FIRST
 LO0972
 LO0972.The horizontal coordinates were established by classical geodetic methods
 LO0972.and adjusted by the National Geodetic Survey in November 1997.
 LO0972
 LO0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0972
 LO0972.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0972.GEOID18 height accuracy estimate available here.
 LO0972
 LO0972.Click photographs - Photos may exist for this station.
 LO0972
 LO0972.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0972
 LO0972. The following values were computed from the NAD 83(1994) position.
 LO0972
 LO0972;                    North         East     Units Scale Factor Converg.
 LO0972;SPC UT C     - 2,270,636.713   474,805.002   MT  1.00003224   -0 11 28.2
 LO0972;SPC UT C     - 7,449,580.62  1,557,756.08   sFT  1.00003224   -0 11 28.2
 LO0972;UTM  12      - 4,513,596.993   432,619.289   MT  0.99965588   -0 31 17.1
 LO0972
 LO0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0972!SPC UT C     -   0.99966124  x   1.00003224  =   0.99969347
 LO0972!UTM  12      -   0.99966124  x   0.99965588  =   0.99931723
 LO0972
 LO0972:                Primary Azimuth Mark                     Grid Az
 LO0972:SPC UT C     -  SALT LAKE CITY ST CAPITOL DOME           275 54 51.2
 LO0972:UTM  12      -  SALT LAKE CITY ST CAPITOL DOME           276 14 40.1
 LO0972
 LO0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3261913596(NAD 83)
 LO0972
 LO0972|---------------------------------------------------------------------|
 LO0972| PID    Reference Object                     Distance      Geod. Az  |
 LO0972|                                                           dddmmss.s |
 LO0972| CM4246 BEACON RM 1                           3.323 METERS 06352     |
 LO0972| LO0975 AIR BEACON O B                        6.774 METERS 07520     |
 LO0972| CM4248 BEACON RM 3                           6.061 METERS 11452     |
 LO0972| CM4249 BEACON RM 4                           7.281 METERS 20242     |
 LO0972| LO0982 SALT LAKE CITY UNIV UTAH DOME       APPROX. 3.5 KM 2542823.3 |
 LO0972| LO0996 SALT LAKE CITY ST CAPITOL DOME      APPROX. 7.6 KM 2754323.0 |
 LO0972| CM4247 BEACON RM 2                           5.639 METERS 35248     |
 LO0972|---------------------------------------------------------------------|
 LO0972
 LO0972                          SUPERSEDED SURVEY CONTROL
 LO0972
 LO0972  NAD 83(1993)-  40 46 14.10835(N)    111 47 54.30122(W) AD(       ) 1
 LO0972  NAD 83(1986)-  40 46 14.09643(N)    111 47 54.29226(W) AD(       ) 1
 LO0972  NAD 27      -  40 46 14.28919(N)    111 47 51.53193(W) AD(       ) 1
 LO0972  NGVD 29 (07/19/86) 2175.5    (m)         7137.     (f) VERT ANG       
 LO0972
 LO0972.Superseded values are not recommended for survey control.
 LO0972
 LO0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0972.See file dsdata.pdf to determine how the superseded data were derived.
 LO0972
 LO0972_MARKER: DS = TRIANGULATION STATION DISK
 LO0972_SETTING: 66 = SET IN ROCK OUTCROP
 LO0972_STAMPING: BEACON 1962
 LO0972_MARK LOGO: CGS
 LO0972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0972+STABILITY: POSITION/ELEVATION WELL
 LO0972
 LO0972  HISTORY     - Date     Condition        Report By
 LO0972  HISTORY     - 1962     MONUMENTED       CGS
 LO0972  HISTORY     - 1973     GOOD             NGS
 LO0972
 LO0972                          STATION DESCRIPTION
 LO0972
 LO0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0972'THE STATION IS ABOUT 5 MILES EAST OF SALT LAKE CITY, ON THE
 LO0972'HIGHEST POINT OF A BARE TOPPED HILL, LYING BETWEEN EMIGRATION
 LO0972'CANYON AND RED BUTTE CREEK AND OCCUPIED BY AN AIRWAY BEACON.
 LO0972'THE STATION IS REACHED FROM SALT LAKE CITY AS FOLLOWS--
 LO0972'
 LO0972'TO REACH THE STATION FROM 4TH. SOUTH STREET AND 7TH. EAST
 LO0972'STREET, GO EAST ON 4TH. STREET SOUTH AND U.S. HIGHWAY ALTERNATE
 LO0972'40 FOR 1.9 MILES TO THE ENTRANCE TO FORT DOUGLAS AT THE ARMY
 LO0972'RESERVE BUILDING.  TURN LEFT AND GO 0.05 MILE TO A FORK.
 LO0972'TAKE THE RIGHT FORK FOR 0.35 MILE.  TURN LEFT, THEN RIGHT
 LO0972'FOR 0.1 MILE TO CONNOR ROAD.  TURN RIGHT AND GO 0.25 MILE
 LO0972'TO A GATE AT A SIGN FIRING ON RANGE STOP.  PASS THROUGH THE
 LO0972'GATE, TURN LEFT AND GO 0.1 MILE TO A FORK AT THE NORTHEAST
 LO0972'CORNER OF A GRAVEYARD.  TAKE THE LEFT FORK, DIRT ROAD, AND GO
 LO0972'0.25 MILE TO A REVERSE FORK.  CONTINUE STRAIGHT AHEAD FOR
 LO0972'0.3 MILE TO A GAP IN A FENCE.  PASS THROUGH THE GAP AND
 LO0972'CONTINUE FOR 0.15 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 LO0972'AND GO 0.15 MILE TO A T-JUNCTION.  TURN LEFT AND GO 0.2
 LO0972'MILE TO A SIDE ROAD ON THE LEFT.  CONTINUE STRAIGHT AHEAD
 LO0972'FOR 0.2 MILE TO A GATE.  PASS THROUGH THE GATE AND
 LO0972'CONTINUE FOR 0.1 MILE TO A T-JUNCTION.  TURN LEFT AND GO
 LO0972'UP GRADE FOR 0.15 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 LO0972'0.2 MILE TO A PIPE LINE.  TURN RIGHT AND AND FOLLOW THE PIPE LINE
 LO0972'ROAD FOR 0.1 MILE TO A CROSSROADS AT THE SUMMIT OF A
 LO0972'RIDGE.  TURN LEFT AND GO UP GRADE FOR 0.2 MILE TO THE END OF
 LO0972'TRUCK TRAVEL.  FROM THIS POINT PACK NORTH UP STEEP SLOPE,
 LO0972'FOLLOWING POWERLINE POLES FOR 1-1/2 HOURS TO THE HIGHEST POINT
 LO0972'AND THE STATION.
 LO0972'
 LO0972'THE STATION MARK IS A STANDARD DISK, STAMPED BEACON 1962,
 LO0972'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP FLUSH WITH THE
 LO0972'GROUND.  IT IS 26.9 FEET NORTHEAST OF A TRANSFORMER POLE,
 LO0972'10.6 FEET WEST OF THE SOUTHWEST CORNER OF THE FENCE SURROUNDING
 LO0972'THE BEACON AND 21.6 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 LO0972'THE FENCE.
 LO0972'
 LO0972'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEACON NO 1 1962,
 LO0972'CEMENTED IN A DRILL HOLE IN AN 8 BY 8 INCH ROCK OUTCROP FLUSH
 LO0972'WITH THE GROUND.  IT IS 37.2 FEET NORTHEAST OF THE TRANSFORMER
 LO0972'POLE, 1.5 FEET WEST OF THE FENCE AND AT ABOUT THE SAME ELEVATION
 LO0972'AS THE STATION.
 LO0972'
 LO0972'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEACON NO 2 1962,
 LO0972'CEMENTED IN A DRILL HOLE IN AN 8 BY 10 INCH ROCK OUTCROP
 LO0972'FLUSH WITH THE GROUND.  IT IS 40.9 FEET NORTH OF THE TRANSFORMER
 LO0972'POLE, 15.5 FEET WEST OF THE FENCE AND ABOUT 1 FOOT LOWER THAN THE
 LO0972'STATION.
 LO0972'
 LO0972'THERE IS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.  A 4-WHEEL
 LO0972'DRIVE VEHICLE REQUIRED.
 LO0972
 LO0972                          STATION RECOVERY (1973)
 LO0972
 LO0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0972'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD
 LO0972'CONDITION.  REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED AND ARE
 LO0972'BELIEVED TO HAVE BEEN DESTROYED.  REFERENCE MARKS 3 AND 4 WERE
 LO0972'ESTABLISHED AT THIS DATE.  THERE IS NO SUITABLE PLACE TO SET A
 LO0972'REFERENCE MARK 5, (AZIMUTH MARK).  DUE TO CHANGES IN THE AREA A
 LO0972'COMPLETE NEW DESCRIPTION FOLLOWS--
 LO0972'
 LO0972'THE STATION IS LOCATED ABOUT 5 MILES EAST OF SALT LAKE CITY, ON
 LO0972'THE HIGHEST POINT OF A BARE TOPPED HILL ON THE NORTH SIDE OF
 LO0972'EMIGRATION CANYON.  THERE IS AN ABANDONED AIR-WAY BEACON JUST EAST
 LO0972'OF THE STATION, THE PROPERTY IS OWNED BY THE U.S. FOREST SERVICE,
 LO0972'3070 EAST 3300 SOUTH, SALT LAKE CITY, PHONE NUMBER 524-5042.
 LO0972'
 LO0972'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 40
 LO0972'(2100 EAST) AND SUNNY SIDE AVENUE, (840 SOUTH), GO EAST ON SUNNY
 LO0972'SIDE AVENUE FOR 3.3 MILES TO CAMP KOSTOPULOS ON THE RIGHT.
 LO0972'CONTINUE EAST UP THE CANYON FOR 0.2 MILE TO A SIDE ROAD AND A FORK.
 LO0972'TURN LEFT AND GO NORTHEAST ON THE TRACK ROAD, UP THE DRAW FOR
 LO0972'0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 LO0972'NORTHEASTERLY UP THE DRAW FOR 0.1 MILE TO A FORK AT A PIPELINE
 LO0972'CROSSING.  TAKE THE RIGHT FORK AND GO EASTERLY UP VERY STEEP
 LO0972'HILL FOR 0.2 MILE TO THE SUMMIT AND A FORK.  TAKE THE LEFT FORK
 LO0972'AND CONTINUE NORTHEAST ON THE MAIN TRAVELED TRACK ROAD FOR 0.3
 LO0972'MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH UP HILL FOR 1.4
 LO0972'MILES TO THE TOP OF THE RIDGE.  TURN LEFT AND GO WEST
 LO0972'ALONG THE TOP OF THE RIDGE FOR 1.4 MILES TO THE BEACON AND THE
 LO0972'STATION.  THIS IS A VERY TOUGH FOUR-WHEEL DRIVE AND
 LO0972'SHOULD NOT BE ATTEMPTED IN WET WEATHER.  IT WAS ALSO REACHED BY
 LO0972'HELICOPTER.
 LO0972'
 LO0972'THE STATION MARK IS A STANDARD DISK STAMPED BEACON 1962, CEMENTED
 LO0972'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 LO0972'GROUND SURFACE.  IT IS 28 FEET NORTH-NORTHEAST OF A CUT OFF POWER
 LO0972'POLE PROJECTING 2 FEET ABOVE THE GROUND SURFACE, 25 FEET NORTHWEST
 LO0972'OF THE CENTER OF THE TRACK ROAD AND 10.5 FEET SOUTHWEST OF THE
 LO0972'SOUTHWEST CORNER OF THE FENCE AROUND THE BEACON.
 LO0972'
 LO0972'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BEACON NO 3 1962 1973,
 LO0972'BRAZED TO THE TOP OF A 2-1/2 INCH PIPE THAT PROJECTS 12 INCHES ABOVE
 LO0972'THE GROUND SURFACE.  IT IS 39 FEET NORTHEAST OF THE CUT OFF POWER
 LO0972'POLE, 9.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE FENCE AND
 LO0972'9.5 FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF THE FENCE.
 LO0972'
 LO0972'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BEACON NO 4 1962 1973,
 LO0972'BRAZED TO THE TOP OF A 2-1/2 INCH PIPE THAT PROJECTS 12 INCHES
 LO0972'ABOVE THE GROUND SURFACE.  IT IS 27.5 FEET SOUTHWEST OF THE
 LO0972'SOUTHWEST CORNER OF THE FENCE, 25 FEET NORTHWEST OF THE CENTER OF
 LO0972'THE TRACK ROAD AND 10 FEET EAST OF THE CUT OFF POWER POLE.
 LO0972'
 LO0972'THE SALT LAKE CITY CAP DOME 1962 CAN BE USED AS AN AZIMUTH.
 LO0972'
 LO0972'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO0972'5 MILES EAST OF SALT LAKE CITY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0447 ***********************************************************************
 LP0447  DESIGNATION -  BEACON 59 AT STOCKTON 61A
 LP0447  PID         -  LP0447
 LP0447  STATE/COUNTY-  UT/TOOELE
 LP0447  COUNTRY     -  US
 LP0447  USGS QUAD   -  STOCKTON (2017)
 LP0447
 LP0447                         *CURRENT SURVEY CONTROL
 LP0447  ______________________________________________________________________
 LP0447* NAD 83(1994) POSITION- 40 27 30.21959(N) 112 21 49.52131(W)   ADJUSTED
 LP0447  ______________________________________________________________________
 LP0447  GEOID HEIGHT    -        -17.390 (meters)                     GEOID18
 LP0447  LAPLACE CORR    -          5.13  (seconds)                    DEFLEC18
 LP0447  HORZ ORDER      -  THIRD
 LP0447
 LP0447.The horizontal coordinates were established by classical geodetic methods
 LP0447.and adjusted by the National Geodetic Survey in November 1997.
 LP0447
 LP0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0447.GEOID18 height accuracy estimate available here.
 LP0447
 LP0447.Click photographs - Photos may exist for this station.
 LP0447
 LP0447.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0447
 LP0447. The following values were computed from the NAD 83(1994) position.
 LP0447
 LP0447;                    North         East     Units Scale Factor Converg.
 LP0447;SPC UT C     - 2,236,280.934   426,740.347   MT  0.99995796   -0 33 11.9
 LP0447;SPC UT C     - 7,336,865.03  1,400,063.96   sFT  0.99995796   -0 33 11.9
 LP0447;UTM  12      - 4,479,529.568   384,370.596   MT  0.99976458   -0 53 06.1
 LP0447
 LP0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK8437079529(NAD 83)
 LP0447
 LP0447                          SUPERSEDED SURVEY CONTROL
 LP0447
 LP0447  NAD 83(1993)-  40 27 30.21902(N)    112 21 49.52188(W) AD(       ) 3
 LP0447  NAD 83(1986)-  40 27 30.21707(N)    112 21 49.51269(W) AD(       ) 3
 LP0447  NAD 27      -  40 27 30.41672(N)    112 21 46.70118(W) AD(       ) 3
 LP0447
 LP0447.Superseded values are not recommended for survey control.
 LP0447
 LP0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0447.See file dsdata.pdf to determine how the superseded data were derived.
 LP0447
 LP0447_MARKER: 22 = AIRWAY BEACON
 LP0447
 LP0447  HISTORY     - Date     Condition        Report By
 LP0447  HISTORY     - 1938     FIRST OBSERVED   CGS
 LP0447  HISTORY     - 1940     GOOD             CGS
 LP0447
 LP0447                          STATION DESCRIPTION
 LP0447
 LP0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 LP0447'A STANDARD, FLASHING BEACON ON THE SL AND LA LINE, SITTING ON A
 LP0447'FLAT-TOPPED RIDGE THAT RUNS N-S AND ENDS AT STOCKTON.
 LP0447'
 LP0447'THE BEACON IS ABOUT 3/4 MILE NNW OF STOCKTON AND ABOUT 300 FEET
 LP0447'HIGHER.  IT IS ABOUT 50 FEET S OF THE POWER LINE RUNNING FROM
 LP0447'THE W TO STOCKTON AND ABOUT 3/8 MILE SSE OF A DEEP CUT OF THE
 LP0447'UNION PACIFIC RAILROAD.
 LP0447'
 LP0447'IT SITS IN THE CENTER OF A LARGE, YELLOW, CONCRETE ARROW, THE
 LP0447'BUTT OF WHICH POINTS TOWARD STOCKTON AND THE POINT POINTS N BY
 LP0447'E.
 LP0447'
 LP0447'THE NUMBER 61 A IS PAINTED WITH WHITE PAINT ON THE BUTT OF
 LP0447'THE ARROW.
 LP0447
 LP0447                          STATION RECOVERY (1940)
 LP0447
 LP0447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LP0447'THIS BEACON WAS NUMBERED 61A (AT STOCKTON) IN 1938, BUT SINCE
 LP0447'THEN THE NUMBER HAS BEEN CHANGED TO 59 (AT STOCKTON).  A NEW
 LP0447'POSITION OF THIS BEACON WAS DETERMINED, WHICH CHECKS WITH THE
 LP0447'1938 NO-CHECK POSITION OF THIS BEACON.  THE DESCRIPTION IS
 LP0447'ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0424 ***********************************************************************
 LP0424  DESIGNATION -  BEACON 61A NEAR STA LAKE POINT
 LP0424  PID         -  LP0424
 LP0424  STATE/COUNTY-  UT/TOOELE
 LP0424  COUNTRY     -  US
 LP0424  USGS QUAD   -  MILLS JUNCTION (2017)
 LP0424
 LP0424                         *CURRENT SURVEY CONTROL
 LP0424  ______________________________________________________________________
 LP0424* NAD 83(1994) POSITION- 40 42 16.39463(N) 112 15 13.05399(W)   ADJUSTED
 LP0424  ______________________________________________________________________
 LP0424  GEOID HEIGHT    -        -17.328 (meters)                     GEOID18
 LP0424  LAPLACE CORR    -         14.12  (seconds)                    DEFLEC18
 LP0424  HORZ ORDER      -  THIRD
 LP0424
 LP0424.The horizontal coordinates were established by classical geodetic methods
 LP0424.and adjusted by the National Geodetic Survey in November 1997.
 LP0424
 LP0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0424.GEOID18 height accuracy estimate available here.
 LP0424
 LP0424.Click photographs - Photos may exist for this station.
 LP0424
 LP0424.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0424
 LP0424. The following values were computed from the NAD 83(1994) position.
 LP0424
 LP0424;                    North         East     Units Scale Factor Converg.
 LP0424;SPC UT C     - 2,263,530.097   436,311.105   MT  1.00001403   -0 28 57.9
 LP0424;SPC UT C     - 7,426,264.99  1,431,464.02   sFT  1.00001403   -0 28 57.9
 LP0424;UTM  12      - 4,506,716.239   394,097.466   MT  0.99973804   -0 49 03.5
 LP0424
 LP0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL9409706716(NAD 83)
 LP0424
 LP0424                          SUPERSEDED SURVEY CONTROL
 LP0424
 LP0424  NAD 83(1993)-  40 42 16.38616(N)    112 15 13.05476(W) AD(       ) 3
 LP0424  NAD 83(1986)-  40 42 16.38493(N)    112 15 13.04908(W) AD(       ) 3
 LP0424  NAD 27      -  40 42 16.58741(N)    112 15 10.24092(W) AD(       ) 3
 LP0424
 LP0424.Superseded values are not recommended for survey control.
 LP0424
 LP0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0424.See file dsdata.pdf to determine how the superseded data were derived.
 LP0424
 LP0424_MARKER: 22 = AIRWAY BEACON
 LP0424
 LP0424  HISTORY     - Date     Condition        Report By
 LP0424  HISTORY     - 1938     FIRST OBSERVED   CGS
 LP0424
 LP0424                          STATION DESCRIPTION
 LP0424
 LP0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 LP0424'BEACON IS APPROXIMATELY 250 YARDS NORTH OF LAKE POINT ON EXTREME
 LP0424'NW POINT OF THE OQUIRRH MOUNTAIN RANGE.  IT IS ON THE FIRST
 LP0424'ROCKY POINT EAST OF HIGHWAY U.S. 40.  IT LIES APPROXIMATELY
 LP0424'13 MILES NE OF GRANTSVILLE AND 11 MILES NNE OF TOOELE.
 LP0424'
 LP0424'THE BEACON IS MARKED 61 A ON THE SALT LAKE CITY, SECTIONAL
 LP0424'AERONAUTICAL CHART.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0428 ***********************************************************************
 KO0428  DESIGNATION -  BEAK
 KO0428  PID         -  KO0428
 KO0428  STATE/COUNTY-  UT/MILLARD
 KO0428  COUNTRY     -  US
 KO0428  USGS QUAD   -  CLEAR LAKE (2017)
 KO0428
 KO0428                         *CURRENT SURVEY CONTROL
 KO0428  ______________________________________________________________________
 KO0428* NAD 83(1994) POSITION- 39 06 08.63940(N) 112 42 04.45935(W)   ADJUSTED
 KO0428* NAVD 88 ORTHO HEIGHT -  1399.71  (+/-2cm)     4592.2   (feet) VERTCON3
 KO0428  ______________________________________________________________________
 KO0428  GEOID HEIGHT    -        -20.058 (meters)                     GEOID18
 KO0428  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 KO0428  HORZ ORDER      -  SECOND
 KO0428  VERT ORDER      -  THIRD ? (See Below)
 KO0428
 KO0428.The horizontal coordinates were established by classical geodetic methods
 KO0428.and adjusted by the National Geodetic Survey in November 1997.
 KO0428
 KO0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0428
 KO0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0428.GEOID18 height accuracy estimate available here.
 KO0428
 KO0428.The vertical order pertains to the NGVD 29 superseded value.
 KO0428
 KO0428.Click photographs - Photos may exist for this station.
 KO0428
 KO0428.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0428
 KO0428. The following values were computed from the NAD 83(1994) position.
 KO0428
 KO0428;                    North         East     Units Scale Factor Converg.
 KO0428;SPC UT C     - 2,086,079.949   396,096.375   MT  0.99997994   -0 46 10.2
 KO0428;SPC UT C     - 6,844,080.63  1,299,526.19   sFT  0.99997994   -0 46 10.2
 KO0428;UTM  12      - 4,329,517.756   352,894.860   MT  0.99986646   -1 04 23.4
 KO0428
 KO0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0428!SPC UT C     -   0.99978359  x   0.99997994  =   0.99976353
 KO0428!UTM  12      -   0.99978359  x   0.99986646  =   0.99965008
 KO0428
 KO0428:                Primary Azimuth Mark                     Grid Az
 KO0428:SPC UT C     -  BEAK AZ MK                               305 40 03.4
 KO0428:UTM  12      -  BEAK AZ MK                               305 58 16.6
 KO0428
 KO0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ5289429517(NAD 83)
 KO0428
 KO0428|---------------------------------------------------------------------|
 KO0428| PID    Reference Object                     Distance      Geod. Az  |
 KO0428|                                                           dddmmss.s |
 KO0428| KO0423 DELTA WATER TANK                    APPROX.30.5 KM 0202825.8 |
 KO0428| CM4251 BEAK RM 1                            20.412 METERS 09151     |
 KO0428| KO0429 AIRWAY BEACON 50                     21.904 METERS 09333     |
 KO0428| CM4250 BEAK AZ MK                                         3045353.2 |
 KO0428| CM4252 BEAK RM 2                            16.595 METERS 35824     |
 KO0428|---------------------------------------------------------------------|
 KO0428
 KO0428                          SUPERSEDED SURVEY CONTROL
 KO0428
 KO0428  NAD 83(1986)-  39 06 08.63285(N)    112 42 04.45262(W) AD(       ) 2
 KO0428  NAD 27      -  39 06 08.77790(N)    112 42 01.63620(W) AD(       ) 2
 KO0428  NGVD 29            1398.62   (m)         4588.6    (f) LEVELING    3  
 KO0428
 KO0428.Superseded values are not recommended for survey control.
 KO0428
 KO0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0428.See file dsdata.pdf to determine how the superseded data were derived.
 KO0428
 KO0428_MARKER: DS = TRIANGULATION STATION DISK
 KO0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0428_STAMPING: BEAK 1957
 KO0428_MARK LOGO: CGS
 KO0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0428+STABILITY: SURFACE MOTION
 KO0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0428+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2004
 KO0428
 KO0428  HISTORY     - Date     Condition        Report By
 KO0428  HISTORY     - 1957     MONUMENTED       CGS
 KO0428  HISTORY     - 20040404 GOOD             INDIV
 KO0428
 KO0428                          STATION DESCRIPTION
 KO0428
 KO0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0428'THE STATION IS LOCATED NEAR AN AIRWAY BEACON ON THE SOUTH SIDE
 KO0428'OF A GRAVELED ROAD, AIRLINE ABOUT 18 MILES SOUTH-SOUTHWEST OF
 KO0428'DELTA, 22 MILES WEST-NORTHWEST OF FILLMORE, AND 23 MILES WEST
 KO0428'OF HOLDEN.
 KO0428'
 KO0428'TO REACH THE STATION FROM THE POST OFFICE IN DELTA GO SOUTH ABOUT
 KO0428'50 YARDS TO AN INTERSECTION.  TURN RIGHT ONTO U.S. HIGHWAY 6
 KO0428'AND GO WEST, SOUTHWEST, AND WEST 4.5 MILES TO A CROSS ROAD AT
 KO0428'A SIGN DESERET.  TURN LEFT ONTO STATE HIGHWAY 140 AND GO SOUTH
 KO0428'2.9 MILES TO A CROSS ROAD IN THE VILLAGE OF DESERET.  KEEP
 KO0428'STRAIGHT AHEAD AS PER SIGN MILFORD 69 AND GO SOUTH THEN
 KO0428'SOUTH-SOUTHWEST ON A GRAVELED ROAD ALONG THE WEST SIDE OF A
 KO0428'RAILROAD TRACK 12.3 MILES TO A SIDE ROAD AND THE CLEAR LAKE
 KO0428'RAILROAD SIDING ON THE LEFT.  TURN LEFT, CROSS THE RAILROAD
 KO0428'TRACK, AND GO EAST 1.8 MILES TO THE AZIMUTH MARK ON THE
 KO0428'RIGHT.  CONTINUE EAST ON THE ROAD 0.4 MILE TO THE AIRWAY
 KO0428'BEACON AND THE STATION ON THE RIGHT.
 KO0428'
 KO0428'THE STATION MARK IS A STANDARD DISK STAMPED BEAK 1957 SET IN THE
 KO0428'TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 KO0428'ABOVE THE GROUND.  IT IS 13 FEET NORTHEAST OF A WITNESS POST,
 KO0428'255 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 61 FEET
 KO0428'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A SMALL BUILDING.
 KO0428'
 KO0428'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BEAK NO 1
 KO0428'1957 CEMENTED IN A DRILL HOLE IN THE TOP AND CENTER OF THE
 KO0428'CONCRETE STEP UNDER THE LADDER THAT GOES UP THE WEST SIDE OF
 KO0428'THE AIRWAY BEACON TOWER.  IT PROJECTS 6 INCHES ABOVE THE GROUND
 KO0428'AND IS THE SAME ELEVATION AS THE STATION.
 KO0428'
 KO0428'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BEAK NO 2
 KO0428'1957 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 KO0428'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 1 FOOT LOWER THAN
 KO0428'THE STATION.
 KO0428'
 KO0428'THE AZIMUTH MARK IS LOCATED ON THE SOUTH SIDE OF THE ROAD
 KO0428'LEADING TO THE STATION AND IS A STANDARD DISK STAMPED BEAK 1957
 KO0428'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 KO0428'3 INCHES ABOVE THE GROUND.  IT IS 24 FEET SOUTH OF THE CENTERLINE
 KO0428'OF THE ROAD.
 KO0428
 KO0428                          STATION RECOVERY (2004)
 KO0428
 KO0428'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HDM)
 KO0428'STATION MARK AND BOTH REFERENCE MARKS ARE IN GOOD CONDITION.  AZIMUTH
 KO0428'MARK IS FLUSH WITH THE GROUND AT THE OUTSIDE EDGE OF EARTH GRADED FROM
 KO0428'ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0204 ***********************************************************************
 LO0204  DESIGNATION -  BEAR
 LO0204  PID         -  LO0204
 LO0204  STATE/COUNTY-  UT/SUMMIT
 LO0204  COUNTRY     -  US
 LO0204  USGS QUAD   -  DEADMAN MOUNTAIN (2017)
 LO0204
 LO0204                         *CURRENT SURVEY CONTROL
 LO0204  ______________________________________________________________________
 LO0204* NAD 83(1994) POSITION- 40 57 23.75287(N) 110 50 36.90100(W)   ADJUSTED
 LO0204* NAVD 88 ORTHO HEIGHT -  2464.516 (meters)     8085.67  (feet) ADJUSTED
 LO0204  ______________________________________________________________________
 LO0204  GEOID HEIGHT    -        -13.657 (meters)                     GEOID18
 LO0204  LAPLACE CORR    -          8.26  (seconds)                    DEFLEC18
 LO0204  DYNAMIC HEIGHT  -       2462.046 (meters)     8077.56  (feet) COMP
 LO0204  MODELED GRAVITY -    979,532.4   (mgal)                       NAVD 88
 LO0204
 LO0204  HORZ ORDER      -  THIRD
 LO0204  VERT ORDER      -  SECOND    CLASS 0
 LO0204
 LO0204.The horizontal coordinates were established by classical geodetic methods
 LO0204.and adjusted by the National Geodetic Survey in November 1997.
 LO0204
 LO0204.The orthometric height was determined by differential leveling and
 LO0204.adjusted by the NATIONAL GEODETIC SURVEY
 LO0204.in June 1991.
 LO0204
 LO0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0204.GEOID18 height accuracy estimate available here.
 LO0204
 LO0204.Click photographs - Photos may exist for this station.
 LO0204
 LO0204.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0204
 LO0204.The dynamic height is computed by dividing the NAVD 88
 LO0204.geopotential number by the normal gravity value computed on the
 LO0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0204.degrees latitude (g = 980.6199 gals.).
 LO0204
 LO0204.The modeled gravity was interpolated from observed gravity values.
 LO0204
 LO0204. The following values were computed from the NAD 83(1994) position.
 LO0204
 LO0204;                    North         East     Units Scale Factor Converg.
 LO0204;SPC UT N     - 1,069,421.623   555,261.740   MT  0.99996995   +0 25 58.1
 LO0204;SPC UT N     - 3,508,594.11  1,821,721.23   sFT  0.99996995   +0 25 58.1
 LO0204;SPC WY W     -   150,979.769   735,997.994   MT  0.99998790   -0 29 54.1
 LO0204;SPC WY W     -   495,339.46  2,414,686.75   sFT  0.99998790   -0 29 54.1
 LO0204;UTM  12      - 4,533,950.826   513,163.486   MT  0.99960213   +0 06 09.1
 LO0204
 LO0204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0204!SPC UT N     -   0.99961570  x   0.99996995  =   0.99958567
 LO0204!SPC WY W     -   0.99961570  x   0.99998790  =   0.99960361
 LO0204!UTM  12      -   0.99961570  x   0.99960213  =   0.99921799
 LO0204
 LO0204:                Primary Azimuth Mark                     Grid Az
 LO0204:SPC UT N     -  BEAR AZ MK                               347 37 48.9
 LO0204:SPC WY W     -  BEAR AZ MK                               348 33 41.1
 LO0204:UTM  12      -  BEAR AZ MK                               347 57 37.9
 LO0204
 LO0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL1316333950(NAD 83)
 LO0204
 LO0204|---------------------------------------------------------------------|
 LO0204| PID    Reference Object                     Distance      Geod. Az  |
 LO0204|                                                           dddmmss.s |
 LO0204| MR0817 MICROWAVE TWR 10 MI E EVANSTON      APPROX.36.6 KM 0080653.7 |
 LO0204| LO0203 BEAR RM 1                            11.832 METERS 22043     |
 LO0204| LO0205 BEAR RM 2                            12.655 METERS 33505     |
 LO0204| LO0206 BEAR AZ MK                                         3480347.0 |
 LO0204|---------------------------------------------------------------------|
 LO0204
 LO0204                          SUPERSEDED SURVEY CONTROL
 LO0204
 LO0204  NAD 83(1993)-  40 57 23.75293(N)    110 50 36.90100(W) AD(       ) 3
 LO0204  NAD 83(1986)-  40 57 23.73835(N)    110 50 36.89085(W) AD(       ) 3
 LO0204  NAD 27      -  40 57 23.92820(N)    110 50 34.27200(W) AD(       ) 3
 LO0204  NGVD 29 (??/??/92) 2463.024  (m)         8080.77   (f) ADJ UNCH    2 0
 LO0204  NGVD 29 (07/19/86) 2462.6    (m)         8079.     (f) VERT ANG       
 LO0204
 LO0204.Superseded values are not recommended for survey control.
 LO0204
 LO0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0204.See file dsdata.pdf to determine how the superseded data were derived.
 LO0204
 LO0204_MARKER: DS = TRIANGULATION STATION DISK
 LO0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0204_STAMPING: BEAR 1962
 LO0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0204+STABILITY: SURFACE MOTION
 LO0204
 LO0204  HISTORY     - Date     Condition        Report By
 LO0204  HISTORY     - 1962     MONUMENTED       CGS
 LO0204  HISTORY     - 1962     GOOD             CGS
 LO0204  HISTORY     - 1966     GOOD             USGS
 LO0204
 LO0204                          STATION DESCRIPTION
 LO0204
 LO0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0204'THE STATION IS LOCATED ON THE WEST RIGHT-OF-WAY OF UTAH STATE
 LO0204'HIGHWAY 150, ABOUT 31 MILES NORTHEAST OF KAMAS, UTAH, 22 MILES
 LO0204'SOUTH-SOUTHEAST OF EVANSTON, WYOMING AND 2-1/2 MILES SOUTH
 LO0204'OF THE UTAH-WYOMING STATE LINE.
 LO0204'
 LO0204'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30S
 LO0204'AND FRONT STREET IN EVANSTON, WHERE THE HIGHWAY TURNS EAST UNDER
 LO0204'A RAILROAD OVERPASS, GO SOUTH ON FRONT STREET FOR 0.8 MILE
 LO0204'TO THE WYOMING STATE HOSPITAL ON THE LEFT.  CONTINUE SOUTHERLY
 LO0204'ON WYOMING SECONDARY ROAD 2100 FOR 7.5 MILES TO THE BRIDGE
 LO0204'OVER BEAR RIVER.  CONTINUE SOUTH ON THE PAVED ROAD FOR 14.5
 LO0204'MILES TO THE UTAH-WYOMING STATE LINE.  CONTINUE SOUTHERLY
 LO0204'ON UTAH STATE HIGHWAY 150 FOR 2.5 MILES TO THE AZIMUTH MARK
 LO0204'ON THE LEFT.  CONTINUE SOUTH FOR 0.5 MILE TO THE STATION
 LO0204'ON THE RIGHT.
 LO0204'
 LO0204'THE STATION IS A STANDARD DISK, STAMPED BEAR 1962, SET IN THE
 LO0204'TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 LO0204'IT IS 85 FEET WEST OF THE CENTERLINE OF UTAH STATE HIGHWAY
 LO0204'150, 9.7 FEET EAST OF A FENCE LINE AND 3.5 FEET NORTHWEST
 LO0204'OF A METAL WITNESS POST.
 LO0204'
 LO0204'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEAR NO 1 1962,
 LO0204'CEMENTED IN A DRILL HOLE IN A BOULDER WITH 26 INCHES BY 15
 LO0204'INCHES EXPOSED SURFACE WHICH PROJECTS 6 INCHES.  IT IS 23
 LO0204'FEET WEST OF THE FENCE LINE, ABOUT THE SAME ELEVATION AS THE
 LO0204'STATION AND IN AN OLD ROAD BED.
 LO0204'
 LO0204'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEAR NO 2 1962,
 LO0204'CEMENTED IN A DRILL HOLE IN A BOULDER WITH 3 FEET BY 15 INCHES
 LO0204'EXPOSED SURFACE WHICH PROJECTS 8 INCHES.  IT IS 89 FEET WEST
 LO0204'OF THE CENTERLINE OF THE HIGHWAY, 3.5 FEET EAST OF THE FENCE LINE
 LO0204'AND A FENCE POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 LO0204'
 LO0204'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BEAR 1962, SET
 LO0204'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 6
 LO0204'INCHES.  IT IS 100 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 LO0204'36 FEET SOUTH OF THE SOUTH EDGE OF A GROVE OF TREES, 2.5 FEET
 LO0204'SOUTHEAST OF A METAL WITNESS POST AND 15 INCHES WEST OF A
 LO0204'FENCE LINE.
 LO0204'
 LO0204'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 189 ALTERNATE
 LO0204'AT KAMAS, GO 53.1 MILES NORTHEAST ALONG STATE HIGHWAY 150,
 LO0204'STATION IS 0.1 MILE SOUTH AND ACROSS THE HIGHWAY FROM MILEPOST
 LO0204'52, 89 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LO0204'41.5 FEET SOUTHEAST OF R.M. 2, 38.55 FEET NORTHEAST OF R.M. 1,
 LO0204'9.8 FEET EAST-NORTHEAST OF A FENCE, 3.3 FEET WEST OF A WITNESS
 LO0204'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 LO0204'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LO0204'
 LO0204'REFERENCE MARK NO. 1--IN THE TOP OF A 1- BY 2-FOOT BOULDER
 LO0204'WHICH PROJECTS ABOUT 0.5 FOOT ABOVE THE GROUND, 38.55 FEET
 LO0204'SOUTHWEST OF THE STATION.
 LO0204'
 LO0204'REFERENCE MARK NO. 2.  IN THE TOP OF A 1 1/2- BY 3-FOOT BOULDER
 LO0204'WHICH PROJECTS ABOUT 0.3 FOOT ABOVE THE GROUND, 67.5 FEET NORTH
 LO0204'OF R.M. 1, 41.5 FEET NORTHWEST OF THE STATION.
 LO0204'
 LO0204'AZIMUTH MARK--0.5 MILE NORTHEAST OF THE STATION, IN THE TOP
 LO0204'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND, 99
 LO0204'FEET EAST-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.1
 LO0204'FEET WEST-SOUTHWEST OF A FENCE, 2.6 FEET EAST-SOUTHEAST OF
 LO0204'A WITNESS POST.
 LO0204
 LO0204                          STATION RECOVERY (1962)
 LO0204
 LO0204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LO0204'53.1 MI NE FROM KAMAS.
 LO0204'53.1 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0204'HIGHWAY 189 ALTERNATE AT KAMAS, 0.1 MILE SOUTH AND ACROSS THE HIGHWAY
 LO0204'FROM MILEPOST 52, 89 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE
 LO0204'HIGHWAY, 41.5 FEET SOUTHEAST OF R.M. 2, 38.55 FEET NORTHEAST OF R. M.
 LO0204'1, 9.8 FEET EAST-NORTHEAST OF A FENCE, 3.3 FEET WEST OF A WITNESS
 LO0204'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 LO0204'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LO0204
 LO0204                          STATION RECOVERY (1966)
 LO0204
 LO0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LO0204'RECOVERED.
 LO0204'
 LO0204'STATION MARK--STANDARD DISK, STAMPED ---BEAR 1962---, SET IN THE TOP
 LO0204'OF A 12 IN. SQUARE CONCRETE POST WHICH PROJECTS 6 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0495 ***********************************************************************
 JO0495  DESIGNATION -  BEAR
 JO0495  PID         -  JO0495
 JO0495  STATE/COUNTY-  UT/IRON
 JO0495  COUNTRY     -  US
 JO0495  USGS QUAD   -  FREMONT PASS (2017)
 JO0495
 JO0495                         *CURRENT SURVEY CONTROL
 JO0495  ______________________________________________________________________
 JO0495* NAD 83(1994) POSITION- 38 00 43.22979(N) 112 29 06.32800(W)   ADJUSTED
 JO0495* NAVD 88 ORTHO HEIGHT -  2550.3   (meters)     8367.    (feet) VERTCON3
 JO0495  ______________________________________________________________________
 JO0495  GEOID HEIGHT    -        -20.025 (meters)                     GEOID18
 JO0495  LAPLACE CORR    -          8.36  (seconds)                    DEFLEC18
 JO0495  HORZ ORDER      -  FIRST
 JO0495
 JO0495.The horizontal coordinates were established by classical geodetic methods
 JO0495.and adjusted by the National Geodetic Survey in June 1998.
 JO0495
 JO0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0495
 JO0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0495.GEOID18 height accuracy estimate available here.
 JO0495
 JO0495.Click photographs - Photos may exist for this station.
 JO0495
 JO0495.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0495
 JO0495. The following values were computed from the NAD 83(1994) position.
 JO0495
 JO0495;                    North         East     Units Scale Factor Converg.
 JO0495;SPC UT S     - 3,149,767.641   413,496.265   MT  0.99995919   -0 36 12.8
 JO0495;SPC UT S     -10,333,862.67  1,356,612.33   sFT  0.99995919   -0 36 12.8
 JO0495;UTM  12      - 4,208,187.977   369,630.670   MT  0.99980933   -0 54 52.9
 JO0495
 JO0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0495!SPC UT S     -   0.99960312  x   0.99995919  =   0.99956233
 JO0495!UTM  12      -   0.99960312  x   0.99980933  =   0.99941253
 JO0495
 JO0495:                Primary Azimuth Mark                     Grid Az
 JO0495:SPC UT S     -  SANFORD                                  145 56 01.9
 JO0495:UTM  12      -  SANFORD                                  146 14 42.0
 JO0495
 JO0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH6963008187(NAD 83)
 JO0495
 JO0495|---------------------------------------------------------------------|
 JO0495| PID    Reference Object                     Distance      Geod. Az  |
 JO0495|                                                           dddmmss.s |
 JO0495| CM4253 BEAR RM 1                             3.416 METERS 01903     |
 JO0495| CM4254 BEAR RM 2                             8.340 METERS 11236     |
 JO0495| HO0539 SANFORD                             APPROX. 9.6 KM 1451949.1 |
 JO0495|---------------------------------------------------------------------|
 JO0495
 JO0495                          SUPERSEDED SURVEY CONTROL
 JO0495
 JO0495  NAD 83(1986)-  38 00 43.22710(N)    112 29 06.32713(W) AD(       ) 1
 JO0495  NAD 27      -  38 00 43.32200(N)    112 29 03.56800(W) AD(       ) 1
 JO0495  NGVD 29 (07/19/86) 2549.0    (m)         8363.     (f) VERT ANG       
 JO0495
 JO0495.Superseded values are not recommended for survey control.
 JO0495
 JO0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0495.See file dsdata.pdf to determine how the superseded data were derived.
 JO0495
 JO0495_MARKER: DS = TRIANGULATION STATION DISK
 JO0495_SETTING: 80 = SET IN A BOULDER
 JO0495_STAMPING: BEAR 1938
 JO0495_MARK LOGO: CGS
 JO0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0495+STABILITY: SURFACE MOTION
 JO0495
 JO0495  HISTORY     - Date     Condition        Report By
 JO0495  HISTORY     - 1938     MONUMENTED       CGS
 JO0495  HISTORY     - 1971     GOOD             USGS
 JO0495  HISTORY     - 20180806 GOOD             INDIV
 JO0495
 JO0495                          STATION DESCRIPTION
 JO0495
 JO0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JO0495'STATION IS ABOUT 21-1/2 MILES AIRLINE NE OF PAROWAN AND ABOUT
 JO0495'12-1/2 MILES AIRLINE N OF PANGUITCH, JUST NE OF LOWER BEAR
 JO0495'VALLEY, AND NEAR GARFIELD COUNTY LINE, ON HIGHEST POINT OF A
 JO0495'HIGH ROCKY HILL WHICH IS HIGHEST IN IMMEDIATE VICINITY.
 JO0495'
 JO0495'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 JO0495'BOULDERS.
 JO0495'
 JO0495'REACHED FROM PAROWAN BY GOING N ON U.S. 91 4.45 MILES TO LOG
 JO0495'CABIN SERVICE STATION IN PARAGONAH.  THENCE CONTINUE N ON U.S. 91
 JO0495'0.6 MILE TO A SIDE ROAD, R, AT SIGN--PANGUITCH 38, BEAR VALLEY.
 JO0495'TURN R ON THIS ROAD AND FOLLOW IT E AND N UP CANYON 7.45 MILES TO
 JO0495'FORK.  THENCE L FORK, MAIN TRAVELED GRADED ROAD, E AND N 2.85
 JO0495'MILES TO SUMMIT OF DIVIDE.  THENCE CONTINUE NE ON MAIN ROAD DOWN
 JO0495'BEAR VALLEY 11.2 MILES TO A YELLOW SIGN ON L SIDE OF ROAD, AT A
 JO0495'SIDE ROAD L, WHICH READS--BEAVER 31 MILES.  THENCE CONTINUE ON
 JO0495'MAIN ROAD 0.1 MILE, CROSSING SMALL WASH, TO A DIM SIDE ROAD
 JO0495'L.  THENCE LEAVE MAIN TRAVELED ROAD AND MAKE SHARP L TURN ON
 JO0495'DIM TRAIL ROAD AND GO N 0.6 MILE.  TURN R OFF ROAD AND GO E
 JO0495'50 YARDS TO A DEEP WASH AND END OF TRUCK TRAVEL.  FROM HERE
 JO0495'PACK NE ACROSS WASH AND UP STEEP HILL TO HIGHEST POINT AND
 JO0495'STATION.  NOTE--THERE ARE SOME STEEP ROCK CLIFFS NEAR TOP AND
 JO0495'THEY ARE BEST ASCENDED FROM W SIDE.  IT IS A 1-1/2
 JO0495'HOUR PACK.
 JO0495'
 JO0495'FOR AZIMUTH MARK, USE EXTRA WHICH IS ON S SIDE OF MAIN TRAVELED
 JO0495'ROAD, ON A LOW HILL 0.3 MILE W OF YELLOW SIGN--BEAVER 31 MILES--AND
 JO0495'IS 10.9 MILES FROM DIVIDE AT HEAD OF BEAR VALLEY.
 JO0495
 JO0495                          STATION RECOVERY (1971)
 JO0495
 JO0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JO0495'R.M. 1 DOES NOT AGREE WITH C AND GS IN AZIMUTH.
 JO0495'
 JO0495'R.M. 1, TO R.M. 2, NOT MEASURED
 JO0495'
 JO0495'INSTRUMENT STAND 4.7 FT ABOVE STATION MARK.
 JO0495'
 JO0495'ALL MARKS IN GOOD CONDITION.  NEW TO
 JO0495'REACH FOLLOWS--
 JO0495'
 JO0495'TO REACH FROM THE INTERSECTION OF MAIN AND CENTER STREETS IN
 JO0495'PANGUITCH, DRIVE N. ON U.S. HIGHWAY 89 FOR 10.1 MI TO BEAR VALLEY
 JO0495'JCT.  TURN LEFT ON STATE HIGHWAY 20 AND FOLLOW HWY. 4.9 MI TO A
 JO0495'DIRT RD. ON THE RIGHT.  TURN RIGHT ON DIRT RD. FOR 3.6 MI TO TOP
 JO0495'AND STATION, 15 FT DUE S. OF CONC. BLOCK REPEATER STATION.
 JO0495'(FOUR-WHEEL DRIVE USED)
 JO0495
 JO0495                          STATION RECOVERY (2018)
 JO0495
 JO0495'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (TWG)
 JO0495'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0379 ***********************************************************************
 KN0379  DESIGNATION -  BEAR
 KN0379  PID         -  KN0379
 KN0379  STATE/COUNTY-  UT/UTAH
 KN0379  COUNTRY     -  US
 KN0379  USGS QUAD   -  C CANYON (2017)
 KN0379
 KN0379                         *CURRENT SURVEY CONTROL
 KN0379  ______________________________________________________________________
 KN0379* NAD 83(1994) POSITION- 39 51 28.21047(N) 111 18 51.94058(W)   ADJUSTED
 KN0379* NAVD 88 ORTHO HEIGHT -  2861.5   (meters)     9388.    (feet) VERTCON3
 KN0379  ______________________________________________________________________
 KN0379  GEOID HEIGHT    -        -16.009 (meters)                     GEOID18
 KN0379  LAPLACE CORR    -          4.55  (seconds)                    DEFLEC18
 KN0379  HORZ ORDER      -  THIRD
 KN0379  VERT ORDER      -  THIRD ? (See Below)
 KN0379
 KN0379.The horizontal coordinates were established by classical geodetic methods
 KN0379.and adjusted by the National Geodetic Survey in November 1997.
 KN0379
 KN0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0379
 KN0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0379.GEOID18 height accuracy estimate available here.
 KN0379
 KN0379.The vertical order pertains to the NGVD 29 superseded value.
 KN0379
 KN0379.Click photographs - Photos may exist for this station.
 KN0379
 KN0379.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0379
 KN0379. The following values were computed from the NAD 83(1994) position.
 KN0379
 KN0379;                    North         East     Units Scale Factor Converg.
 KN0379;SPC UT C     - 2,169,264.479   515,877.911   MT  0.99989890   +0 07 07.9
 KN0379;SPC UT C     - 7,116,995.21  1,692,509.45   sFT  0.99989890   +0 07 07.9
 KN0379;UTM  12      - 4,412,025.922   473,104.925   MT  0.99960890   -0 12 05.4
 KN0379
 KN0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0379!SPC UT C     -   0.99955379  x   0.99989890  =   0.99945273
 KN0379!UTM  12      -   0.99955379  x   0.99960890  =   0.99916286
 KN0379
 KN0379:                Primary Azimuth Mark                     Grid Az
 KN0379:SPC UT C     -  SKY                                      331 02 18.0
 KN0379:UTM  12      -  SKY                                      331 21 31.3
 KN0379
 KN0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK7310412025(NAD 83)
 KN0379
 KN0379|---------------------------------------------------------------------|
 KN0379| PID    Reference Object                     Distance      Geod. Az  |
 KN0379|                                                           dddmmss.s |
 KN0379| KN0384 SKY                                 APPROX.12.9 KM 3310925.9 |
 KN0379|---------------------------------------------------------------------|
 KN0379
 KN0379                          SUPERSEDED SURVEY CONTROL
 KN0379
 KN0379  NAD 83(1993)-  39 51 28.20651(N)    111 18 51.93760(W) AD(       ) 3
 KN0379  NAD 83(1986)-  39 51 28.19932(N)    111 18 51.93449(W) AD(       ) 3
 KN0379  NAD 27      -  39 51 28.33912(N)    111 18 49.28895(W) AD(       ) 3
 KN0379
 KN0379.Superseded values are not recommended for survey control.
 KN0379
 KN0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0379.See file dsdata.pdf to determine how the superseded data were derived.
 KN0379
 KN0379
 KN0379  HISTORY     - Date     Condition        Report By
 KN0379  HISTORY     - 1937     MONUMENTED       USGS
 KN0379  HISTORY     - 1964     GOOD             USGS
 KN0379
 KN0379                          STATION DESCRIPTION
 KN0379
 KN0379'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 KN0379'LOCATED 9.3 MI. S. OF THISTLE, THEN 10.2 MI. E. OF, ON TOP OF
 KN0379'DIVIDE BETWEEN LAKE FORK AND SOUTH FORK OF SOLDIER CREEK, ON TOP OF
 KN0379'HIGHEST POINT OF SPANISH RIDGE, ABOUT 0.2 MI. NW. OF ITS JUNCTION
 KN0379'WITH BEAR RIDGE, IN GRASSEY AREA, ABOUT 60 YARDS N. OF SKYLINE DRIVE.
 KN0379'
 KN0379'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 91 AND STATE HIGHWAY 31 IN
 KN0379'FAIRVIEW, GO E. ON STATE HIGHWAY 31 FOR 8.6 MI. TO SKYLINE DRIVE,
 KN0379'THEN N. 18.1 MI. ON SKYLINE DRIVE TO RD. FORK, GO N. 0.1 MI. TO
 KN0379'STATION MARK LOCATED 26 FT. E. OF RD.
 KN0379'
 KN0379'STATION MARK - STANDARD TABLET STAMPED ---BEAR 1937 9384--- CEMENTED
 KN0379'IN BOULDER SET IN EARTH.
 KN0379'
 KN0379'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---1---
 KN0379'137.49 FT. FROM STATION MARK, S 22 DEG 07 MIN W.
 KN0379'
 KN0379'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---2---
 KN0379'70.12 FT. DISTANT FROM STATION MARK, S 50 DEG 10 MIN E.
 KN0379'
 KN0379'REFERENCE MARK NO.2 NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0819 ***********************************************************************
 LO0819  DESIGNATION -  BEAR
 LO0819  PID         -  LO0819
 LO0819  STATE/COUNTY-  UT/SALT LAKE
 LO0819  COUNTRY     -  US
 LO0819  USGS QUAD   -  MOUNTAIN DELL (2017)
 LO0819
 LO0819                         *CURRENT SURVEY CONTROL
 LO0819  ______________________________________________________________________
 LO0819* NAD 83(1994) POSITION- 40 47 32.64701(N) 111 38 55.29716(W)   ADJUSTED
 LO0819* NAVD 88 ORTHO HEIGHT -  2398.7   (meters)     7870.    (feet) VERTCON3
 LO0819  ______________________________________________________________________
 LO0819  GEOID HEIGHT    -        -15.837 (meters)                     GEOID18
 LO0819  LAPLACE CORR    -          6.55  (seconds)                    DEFLEC18
 LO0819  HORZ ORDER      -  FIRST
 LO0819
 LO0819.The horizontal coordinates were established by classical geodetic methods
 LO0819.and adjusted by the National Geodetic Survey in November 1997.
 LO0819
 LO0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0819
 LO0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0819.GEOID18 height accuracy estimate available here.
 LO0819
 LO0819.Click photographs - Photos may exist for this station.
 LO0819
 LO0819.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0819
 LO0819. The following values were computed from the NAD 83(1994) position.
 LO0819
 LO0819;                    North         East     Units Scale Factor Converg.
 LO0819;SPC UT C     - 2,273,027.894   487,449.984   MT  1.00003855   -0 05 42.9
 LO0819;SPC UT C     - 7,457,425.68  1,599,242.16   sFT  1.00003855   -0 05 42.9
 LO0819;UTM  12      - 4,515,914.532   445,272.881   MT  0.99963686   -0 25 25.7
 LO0819
 LO0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0819!SPC UT C     -   0.99962635  x   1.00003855  =   0.99966489
 LO0819!UTM  12      -   0.99962635  x   0.99963686  =   0.99926335
 LO0819
 LO0819:                Primary Azimuth Mark                     Grid Az
 LO0819:SPC UT C     -  SMELTZER                                 196 58 39.1
 LO0819:UTM  12      -  SMELTZER                                 197 18 21.9
 LO0819
 LO0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL4527215914(NAD 83)
 LO0819
 LO0819|---------------------------------------------------------------------|
 LO0819| PID    Reference Object                     Distance      Geod. Az  |
 LO0819|                                                           dddmmss.s |
 LO0819| CM4256 BEAR RM 2                             8.042 METERS 03715     |
 LO0819| CM4255 BEAR RM 1                             7.565 METERS 17521     |
 LO0819| LO0845 SMELTZER                            APPROX.15.5 KM 1965256.2 |
 LO0819|---------------------------------------------------------------------|
 LO0819
 LO0819                          SUPERSEDED SURVEY CONTROL
 LO0819
 LO0819  NAD 83(1993)-  40 47 32.64725(N)    111 38 55.29641(W) AD(       ) 1
 LO0819  NAD 83(1986)-  40 47 32.63469(N)    111 38 55.28717(W) AD(       ) 1
 LO0819  NAD 27      -  40 47 32.82681(N)    111 38 52.54416(W) AD(       ) 1
 LO0819  NGVD 29 (07/19/86) 2397.5    (m)         7866.     (f) VERT ANG       
 LO0819
 LO0819.Superseded values are not recommended for survey control.
 LO0819
 LO0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0819.See file dsdata.pdf to determine how the superseded data were derived.
 LO0819
 LO0819_MARKER: DH = HORIZONTAL CONTROL DISK
 LO0819_SETTING: 80 = SET IN A BOULDER
 LO0819_STAMPING: BEAR 1973
 LO0819_MARK LOGO: NGS
 LO0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0819+STABILITY: SURFACE MOTION
 LO0819
 LO0819  HISTORY     - Date     Condition        Report By
 LO0819  HISTORY     - 1973     MONUMENTED       NGS
 LO0819
 LO0819                          STATION DESCRIPTION
 LO0819
 LO0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0819'THE STATION IS LOCATED ABOUT 11 MILES EAST-NORTHEAST OF SALT LAKE
 LO0819'CITY, NEAR THE SALT LAKE- SUMMIT COUNTY LINE, ON TOP OF BALD
 LO0819'MOUNTAIN AND ON PROPERTY OF THE U.S. FOREST SERVICE.
 LO0819'
 LO0819'TO REACH THE STATION FROM INTERSTATE HIGHWAY 80 AND EAST CANYON
 LO0819'ROAD (STATE HIGHWAY 65) ABOUT 12 MILES EAST OF SALT LAKE CITY, GO
 LO0819'NORTH AND EAST ON EAST CANYON ROAD FOR 8.4 MILES TO SUMMIT OF GRADE
 LO0819'AND SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHEASTERLY ON MAIN
 LO0819'WINDING WOODS ROAD FOR 3.7 MILES TO THE STATION ON TOP OF A BARE
 LO0819'RIDGE.
 LO0819'
 LO0819'THE STATION MARK IS A STANDARD DISK STAMPED BEAR 1973, CEMENTED IN
 LO0819'A DRILL HOLE IN 1X1-FOOT BOULDER THAT PROJECTS 3 INCHES.
 LO0819'
 LO0819'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BEAR NO 1 1973,
 LO0819'CEMENTED IN A DRILL HOLE IN A 2X2-FOOT BOULDER THAT PROJECTS 10
 LO0819'INCHES.
 LO0819'
 LO0819'THE MARK USED AS REFERENCE MARK 2 IS A SPIKE STAMPED BALD, SET IN
 LO0819'THE TOP OF A IRREGULAR MASS OF CONCRETE THAT PROJECTS 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0206 ***********************************************************************
 LO0206  DESIGNATION -  BEAR AZ MK
 LO0206  PID         -  LO0206
 LO0206  STATE/COUNTY-  UT/SUMMIT
 LO0206  COUNTRY     -  US
 LO0206  USGS QUAD   -  DEADMAN MOUNTAIN (2017)
 LO0206
 LO0206                         *CURRENT SURVEY CONTROL
 LO0206  ______________________________________________________________________
 LO0206* NAD 83(1986) POSITION- 40 57 49.     (N) 110 50 44.     (W)   SCALED
 LO0206* NAVD 88 ORTHO HEIGHT -  2451.467 (meters)     8042.85  (feet) ADJUSTED
 LO0206  ______________________________________________________________________
 LO0206  GEOID HEIGHT    -        -13.705 (meters)                     GEOID18
 LO0206  DYNAMIC HEIGHT  -       2449.015 (meters)     8034.81  (feet) COMP
 LO0206  MODELED GRAVITY -    979,534.9   (mgal)                       NAVD 88
 LO0206
 LO0206  VERT ORDER      -  SECOND    CLASS 0
 LO0206
 LO0206.The horizontal coordinates were scaled from a map and have
 LO0206.an estimated accuracy of +/- 6 seconds.
 LO0206
 LO0206.The orthometric height was determined by differential leveling and
 LO0206.adjusted by the NATIONAL GEODETIC SURVEY
 LO0206.in June 1991.
 LO0206
 LO0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0206.GEOID18 height accuracy estimate available here.
 LO0206
 LO0206.Click photographs - Photos may exist for this station.
 LO0206
 LO0206.The dynamic height is computed by dividing the NAVD 88
 LO0206.geopotential number by the normal gravity value computed on the
 LO0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0206.degrees latitude (g = 980.6199 gals.).
 LO0206
 LO0206.The modeled gravity was interpolated from observed gravity values.
 LO0206
 LO0206;                    North         East    Units  Estimated Accuracy
 LO0206;SPC UT N     - 1,070,200.      555,090.      MT  (+/- 180 meters Scaled)
 LO0206
 LO0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL129347(NAD 83)
 LO0206
 LO0206                          SUPERSEDED SURVEY CONTROL
 LO0206
 LO0206  NGVD 29 (??/??/92) 2449.976  (m)         8037.96   (f) ADJ UNCH    2 0
 LO0206
 LO0206.Superseded values are not recommended for survey control.
 LO0206
 LO0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0206.See file dsdata.pdf to determine how the superseded data were derived.
 LO0206
 LO0206_MARKER: DZ = AZIMUTH MARK DISK
 LO0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0206_STAMPING: BEAR 1962
 LO0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0206+STABILITY: SURFACE MOTION
 LO0206
 LO0206  HISTORY     - Date     Condition        Report By
 LO0206  HISTORY     - 1962     MONUMENTED       CGS
 LO0206
 LO0206                          STATION DESCRIPTION
 LO0206
 LO0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0206'53.6 MI NE FROM KAMAS.
 LO0206'53.6 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0206'HIGHWAY 189 ALTERNATE AT KAMAS, AT THE SOUTH EDGE OF AN ASPEN GROVE,
 LO0206'99 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.1 FEET
 LO0206'WEST-SOUTHWEST OF A FENCE, 2.6 FEET EAST-SOUTHEAST OF A WITNESS POST,
 LO0206'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 LO0206'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3659 ***********************************************************************
 AA3659  CBN         -  This is a Cooperative Base Network Control Station.
 AA3659  DESIGNATION -  BEAR LAKE SLR
 AA3659  PID         -  AA3659
 AA3659  STATE/COUNTY-  UT/RICH
 AA3659  COUNTRY     -  US
 AA3659  USGS QUAD   -  GARDEN CITY (2017)
 AA3659
 AA3659                         *CURRENT SURVEY CONTROL
 AA3659  ______________________________________________________________________
 AA3659* NAD 83(2011) POSITION- 41 56 00.71920(N) 111 25 14.50306(W)   ADJUSTED
 AA3659* NAD 83(2011) ELLIP HT-  1963.872 (meters)        (06/27/12)   ADJUSTED
 AA3659* NAD 83(2011) EPOCH   -  2010.00
 AA3659* NAVD 88 ORTHO HEIGHT -  1978.1   (meters)     6490.    (feet) GPS OBS
 AA3659  ______________________________________________________________________
 AA3659  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3659  GEOID HEIGHT    -         -13.94 (meters)                     GEOID93
 AA3659  GEOID HEIGHT    -        -14.277 (meters)                     GEOID18
 AA3659  NAD 83(2011) X  - -1,736,002.552 (meters)                     COMP
 AA3659  NAD 83(2011) Y  - -4,425,050.893 (meters)                     COMP
 AA3659  NAD 83(2011) Z  -  4,241,426.985 (meters)                     COMP
 AA3659  LAPLACE CORR    -         -8.99  (seconds)                    DEFLEC18
 AA3659
 AA3659  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3659  Standards:
 AA3659         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3659            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3659  -------------------------------------------------------------------
 AA3659  NETWORK    1.36   2.61           0.59   0.52   1.33      0.04389717
 AA3659  -------------------------------------------------------------------
 AA3659  Click here for local accuracies and other accuracy information.
 AA3659
 AA3659.The horizontal coordinates were established by GPS observations
 AA3659.and adjusted by the National Geodetic Survey in June 2012.
 AA3659
 AA3659.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3659.been affixed to the stable North American tectonic plate. See 
 AA3659.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3659
 AA3659.The horizontal coordinates are valid at the epoch date displayed above
 AA3659.which is a decimal equivalence of Year/Month/Day.
 AA3659
 AA3659.The orthometric height was determined by GPS observations and a
 AA3659.high-resolution geoid model.
 AA3659
 AA3659.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3659.GEOID18 height accuracy estimate available here.
 AA3659
 AA3659.Click photographs - Photos may exist for this station.
 AA3659
 AA3659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3659
 AA3659.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3659
 AA3659.The ellipsoidal height was determined by GPS observations
 AA3659.and is referenced to NAD 83.
 AA3659
 AA3659. The following values were computed from the NAD 83(2011) position.
 AA3659
 AA3659;                    North         East     Units Scale Factor Converg.
 AA3659;SPC UT N     - 1,177,714.030   506,577.471   MT  1.00002783   +0 03 08.2
 AA3659;SPC UT N     - 3,863,883.45  1,661,996.25   sFT  1.00002783   +0 03 08.2
 AA3659;UTM  12      - 4,642,482.093   465,122.748   MT  0.99961497   -0 16 52.1
 AA3659
 AA3659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3659!SPC UT N     -   0.99969208  x   1.00002783  =   0.99971990
 AA3659!UTM  12      -   0.99969208  x   0.99961497  =   0.99930716
 AA3659
 AA3659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM6512242482(NAD 83)
 AA3659
 AA3659                          SUPERSEDED SURVEY CONTROL
 AA3659
 AA3659  NAD 83(2007)-  41 56 00.71884(N)    111 25 14.50403(W) AD(2002.00) 0
 AA3659  ELLIP H (02/10/07) 1963.897  (m)                       GP(2002.00)    
 AA3659  ELLIP H (11/14/01) 1963.901  (m)                       GP(       ) 4 2
 AA3659  NAD 83(1994)-  41 56 00.71797(N)    111 25 14.50282(W) AD(       ) B
 AA3659  ELLIP H (04/21/95) 1963.970  (m)                       GP(       ) 4 1
 AA3659
 AA3659.Superseded values are not recommended for survey control.
 AA3659
 AA3659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3659.See file dsdata.pdf to determine how the superseded data were derived.
 AA3659
 AA3659_MARKER: DD = SURVEY DISK
 AA3659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3659_STAMPING: 7046 SEP 88
 AA3659_MARK LOGO: NASA
 AA3659_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3659+STABILITY: SURFACE MOTION
 AA3659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3659+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2009
 AA3659
 AA3659  HISTORY     - Date     Condition        Report By
 AA3659  HISTORY     - 1988     MONUMENTED       NASA
 AA3659  HISTORY     - 19931002 GOOD             NGS
 AA3659  HISTORY     - 20090516 GOOD             NGS
 AA3659
 AA3659                          STATION DESCRIPTION
 AA3659
 AA3659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 AA3659'STATION HAS TWO LOCKED GATES. STATION IS LOCATED ABOUT 3 KM (1.85 MI)
 AA3659'WEST-SOUTHWEST OF GARDEN CITY (LOCATED ON THE WEST SHORE OF BEAR
 AA3659'LAKE), ON THE FIRST RANGE OF HILLS BETWEEN THE LAKE AND THE MOUNTAIN
 AA3659'RANGE, IN A FENCED ENCLOSURE WITH A TRAILER AND STORED POWER COMPANY
 AA3659'EQUIPMENT, IN A SMALL CONCRETE PAD SET INTO A LARGE CONCRETE PAD, AT
 AA3659'NASA SITE 22, IN A 80 ACRE SECTION SEPARATE FROM THE WASATCH NATIONAL
 AA3659'FOREST AND MONITORED BY UTAH STATE UNIVERSITY, IN THE NORTHEAST 1/4 OF
 AA3659'SECTION 30, T 14 N, R 6 E. OWNERSHIP--US DEPARTMENT OF AGRICULTURE.
 AA3659'MONITORED BY THE UTAH STATE UNIVERSITY, SPACE DYNAMICS LAB, LOGAN,
 AA3659'UTAH 84322-4140.  CONTACT PAT ESPY AT 801-797-3570 OR PETER MACE AT
 AA3659'797-1242 FOR LOCK COMBINATION OR ACCESS TO A KEY. TO REACH FROM THE
 AA3659'JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 30 IN GARDEN CITY, GO WEST
 AA3659'ON HIGHWAYS 89 AND 30 FOR 3.78 KM (2.35 MI) TO A NARROW PAVED ROAD
 AA3659'RIGHT ON THE OUTSIDE OF A SHARP CURVE (MILE 409.45) .  TURN SHARP
 AA3659'RIGHT, NORTHEAST, FOR 20 M (65.6 FT) TO A LOCKED PIPE GATE.  PASS
 AA3659'THROUGH GATE AND FOLLOW PAVED ROAD FOR 0.37 KM (0.20 MI) TO THE OUTER
 AA3659'PERIMETER GATE.  CONTINUE AHEAD FOR 40 M (131.2 FT) TO THE LOCKED
 AA3659'INNER PERIMETER GATE.  PASS THROUGH GATE TO STATION IN THE MIDDLE OF
 AA3659'THE INNER FENCE. STATION MARK IS A DISK SET NEAR THE MIDDLE OF A 1.2 M
 AA3659'(3.9 FT) SQUARE CONCRETE PAD NEAR THE SOUTHWEST END OF A 8 M (26.2 FT)
 AA3659'X 16 M (52.5 FT) METER CONCRETE PAD.  IT IS CENTERED BETWEEN THREE
 AA3659'BOLTS SET 0.3 M (1.0 FT) FROM THE DISK, 0.5 M (1.6 FT) NORTHEAST OF
 AA3659'THE SOUTHWEST SIDE OF THE SMALL PAD, AND 2.3 M (7.5 FT) NORTHEAST OF
 AA3659'THE SOUTHWEST END OF THE LARGE PAD. DESCRIBED BY G.R.HEID
 AA3659
 AA3659                          STATION RECOVERY (2009)
 AA3659
 AA3659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2009 (DW)
 AA3659'NEW CONTACTS FOR BEAR LAKE OBSERVATORY, MICHAEL TAYLOR AT 435-797-3919
 AA3659'
 AA3659'AND SHAUNA JOHNSON AT 435-797-2902.  7046 RM 1 IS ALSO OK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0203 ***********************************************************************
 LO0203  DESIGNATION -  BEAR RM 1
 LO0203  PID         -  LO0203
 LO0203  STATE/COUNTY-  UT/SUMMIT
 LO0203  COUNTRY     -  US
 LO0203  USGS QUAD   -  DEADMAN MOUNTAIN (2017)
 LO0203
 LO0203                         *CURRENT SURVEY CONTROL
 LO0203  ______________________________________________________________________
 LO0203* NAD 83(1986) POSITION- 40 57 23.46   (N) 110 50 37.23   (W)   HD_HELD1
 LO0203* NAVD 88 ORTHO HEIGHT -  2464.164 (meters)     8084.51  (feet) ADJUSTED
 LO0203  ______________________________________________________________________
 LO0203  GEOID HEIGHT    -        -13.657 (meters)                     GEOID18
 LO0203  DYNAMIC HEIGHT  -       2461.694 (meters)     8076.41  (feet) COMP
 LO0203  MODELED GRAVITY -    979,532.4   (mgal)                       NAVD 88
 LO0203
 LO0203  VERT ORDER      -  SECOND    CLASS 0
 LO0203
 LO0203.The horizontal coordinates were determined by differentially corrected
 LO0203.hand held GPS observations or other comparable positioning techniques
 LO0203.and have an estimated accuracy of +/- 3 meters.
 LO0203
 LO0203.The orthometric height was determined by differential leveling and
 LO0203.adjusted by the NATIONAL GEODETIC SURVEY
 LO0203.in June 1991.
 LO0203
 LO0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0203.GEOID18 height accuracy estimate available here.
 LO0203
 LO0203.Click photographs - Photos may exist for this station.
 LO0203
 LO0203.The dynamic height is computed by dividing the NAVD 88
 LO0203.geopotential number by the normal gravity value computed on the
 LO0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0203.degrees latitude (g = 980.6199 gals.).
 LO0203
 LO0203.The modeled gravity was interpolated from observed gravity values.
 LO0203
 LO0203;                    North         East    Units  Estimated Accuracy
 LO0203;SPC UT N     - 1,069,412.5     555,254.1     MT  (+/- 3 meters HH1 GPS) 
 LO0203
 LO0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL1315533941(NAD 83)
 LO0203
 LO0203                          SUPERSEDED SURVEY CONTROL
 LO0203
 LO0203  NGVD 29 (??/??/92) 2462.672  (m)         8079.62   (f) ADJ UNCH    2 0
 LO0203
 LO0203.Superseded values are not recommended for survey control.
 LO0203
 LO0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0203.See file dsdata.pdf to determine how the superseded data were derived.
 LO0203
 LO0203_MARKER: DR = REFERENCE MARK DISK
 LO0203_SETTING: 80 = SET IN A BOULDER
 LO0203_STAMPING: BEAR NO 1 1962
 LO0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0203+STABILITY: SURFACE MOTION
 LO0203
 LO0203  HISTORY     - Date     Condition        Report By
 LO0203  HISTORY     - 1962     MONUMENTED       CGS
 LO0203
 LO0203                          STATION DESCRIPTION
 LO0203
 LO0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0203'53.1 MI NE FROM KAMAS.
 LO0203'53.1 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0203'HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP OF A 1-BY 2-FOOT BOULDER
 LO0203'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, 120 FEET WEST-SOUTHWEST OF
 LO0203'THE CENTER LINE OF THE HIGHWAY, 38.55 FEET SOUTHWEST OF THE STATION,
 LO0203'67.5 FEET SOUTH OF R.M. 2, 22 FEET WEST-SOUTHWEST OF A FENCE, AND
 LO0203'ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0205 ***********************************************************************
 LO0205  DESIGNATION -  BEAR RM 2
 LO0205  PID         -  LO0205
 LO0205  STATE/COUNTY-  UT/SUMMIT
 LO0205  COUNTRY     -  US
 LO0205  USGS QUAD   -  DEADMAN MOUNTAIN (2017)
 LO0205
 LO0205                         *CURRENT SURVEY CONTROL
 LO0205  ______________________________________________________________________
 LO0205* NAD 83(1986) POSITION- 40 57 24.12   (N) 110 50 37.13   (W)   HD_HELD1
 LO0205* NAVD 88 ORTHO HEIGHT -  2464.112 (meters)     8084.34  (feet) ADJUSTED
 LO0205  ______________________________________________________________________
 LO0205  GEOID HEIGHT    -        -13.658 (meters)                     GEOID18
 LO0205  DYNAMIC HEIGHT  -       2461.642 (meters)     8076.24  (feet) COMP
 LO0205  MODELED GRAVITY -    979,532.4   (mgal)                       NAVD 88
 LO0205
 LO0205  VERT ORDER      -  SECOND    CLASS 0
 LO0205
 LO0205.The horizontal coordinates were determined by differentially corrected
 LO0205.hand held GPS observations or other comparable positioning techniques
 LO0205.and have an estimated accuracy of +/- 3 meters.
 LO0205
 LO0205.The orthometric height was determined by differential leveling and
 LO0205.adjusted by the NATIONAL GEODETIC SURVEY
 LO0205.in June 1991.
 LO0205
 LO0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0205.GEOID18 height accuracy estimate available here.
 LO0205
 LO0205.Click photographs - Photos may exist for this station.
 LO0205
 LO0205.The dynamic height is computed by dividing the NAVD 88
 LO0205.geopotential number by the normal gravity value computed on the
 LO0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0205.degrees latitude (g = 980.6199 gals.).
 LO0205
 LO0205.The modeled gravity was interpolated from observed gravity values.
 LO0205
 LO0205;                    North         East    Units  Estimated Accuracy
 LO0205;SPC UT N     - 1,069,432.9     555,256.3     MT  (+/- 3 meters HH1 GPS) 
 LO0205
 LO0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL1315833962(NAD 83)
 LO0205
 LO0205                          SUPERSEDED SURVEY CONTROL
 LO0205
 LO0205  NGVD 29 (??/??/92) 2462.619  (m)         8079.44   (f) ADJ UNCH    2 0
 LO0205
 LO0205.Superseded values are not recommended for survey control.
 LO0205
 LO0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0205.See file dsdata.pdf to determine how the superseded data were derived.
 LO0205
 LO0205_MARKER: DR = REFERENCE MARK DISK
 LO0205_SETTING: 80 = SET IN A BOULDER
 LO0205_STAMPING: BEAR NO 2 1962
 LO0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0205+STABILITY: SURFACE MOTION
 LO0205
 LO0205  HISTORY     - Date     Condition        Report By
 LO0205  HISTORY     - 1962     MONUMENTED       CGS
 LO0205
 LO0205                          STATION DESCRIPTION
 LO0205
 LO0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0205'53.1 MI NE FROM KAMAS.
 LO0205'53.1 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0205'HIGHWAY 189 ALTERNATE AT KAMAS, 97 FEET WEST-SOUTHWEST OF THE CENTER
 LO0205'LINE OF THE HIGHWAY, IN THE TOP OF A 1 1/2-BY 3- FOOT BOULDER WHICH
 LO0205'PROJECTS 0.3 FOOT ABOVE THE GROUND, 41.5 FEET NORTHWEST OF THE
 LO0205'STATION, 67.5 FEET NORTH OF R. M. 1, 2.8 FEET EAST-NORTHEAST OF A
 LO0205'FENCE, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0381 ***********************************************************************
 JN0381  DESIGNATION -  BEAR VALLEY
 JN0381  PID         -  JN0381
 JN0381  STATE/COUNTY-  UT/SEVIER
 JN0381  COUNTRY     -  US
 JN0381  USGS QUAD   -  BOOBE HOLE RESERVOIR (2017)
 JN0381
 JN0381                         *CURRENT SURVEY CONTROL
 JN0381  ______________________________________________________________________
 JN0381* NAD 83(1994) POSITION- 38 39 19.25465(N) 111 52 28.85878(W)   ADJUSTED
 JN0381* NAVD 88 ORTHO HEIGHT -  2632.0   (meters)     8635.    (feet) VERTCON3
 JN0381  ______________________________________________________________________
 JN0381  GEOID HEIGHT    -        -17.896 (meters)                     GEOID18
 JN0381  LAPLACE CORR    -          3.52  (seconds)                    DEFLEC18
 JN0381  HORZ ORDER      -  THIRD
 JN0381
 JN0381.The horizontal coordinates were established by classical geodetic methods
 JN0381.and adjusted by the National Geodetic Survey in November 1997.
 JN0381
 JN0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0381
 JN0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0381.GEOID18 height accuracy estimate available here.
 JN0381
 JN0381.Click photographs - Photos may exist for this station.
 JN0381
 JN0381.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0381
 JN0381. The following values were computed from the NAD 83(1994) position.
 JN0381
 JN0381;                    North         East     Units Scale Factor Converg.
 JN0381;SPC UT C     - 2,035,820.002   467,382.237   MT  1.00010873   -0 14 24.1
 JN0381;SPC UT C     - 6,679,186.12  1,533,403.22   sFT  1.00010873   -0 14 24.1
 JN0381;UTM  12      - 4,278,894.253   423,892.944   MT  0.99967133   -0 32 47.0
 JN0381
 JN0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0381!SPC UT C     -   0.99959000  x   1.00010873  =   0.99969869
 JN0381!UTM  12      -   0.99959000  x   0.99967133  =   0.99926147
 JN0381
 JN0381:                Primary Azimuth Mark                     Grid Az
 JN0381:SPC UT C     -  FISH LAKE                                114 13 38.5
 JN0381:UTM  12      -  FISH LAKE                                114 32 01.4
 JN0381
 JN0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH2389278894(NAD 83)
 JN0381
 JN0381|---------------------------------------------------------------------|
 JN0381| PID    Reference Object                     Distance      Geod. Az  |
 JN0381|                                                           dddmmss.s |
 JN0381| CM4258 BEAR VALLEY RM 2                     10.578 METERS 08427     |
 JN0381| JN0377 FISH LAKE                           APPROX.12.9 KM 1135914.4 |
 JN0381| CM4257 BEAR VALLEY RM 1                     13.828 METERS 20404     |
 JN0381|---------------------------------------------------------------------|
 JN0381
 JN0381                          SUPERSEDED SURVEY CONTROL
 JN0381
 JN0381  NAD 83(1986)-  38 39 19.24969(N)    111 52 28.85629(W) AD(       ) 3
 JN0381  NAD 27      -  38 39 19.34487(N)    111 52 26.17014(W) AD(       ) 3
 JN0381  NGVD 29 (07/19/86) 2630.7    (m)         8631.     (f) VERT ANG       
 JN0381
 JN0381.Superseded values are not recommended for survey control.
 JN0381
 JN0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0381.See file dsdata.pdf to determine how the superseded data were derived.
 JN0381
 JN0381_MARKER: DB = BENCH MARK DISK
 JN0381_SETTING: 80 = SET IN A BOULDER
 JN0381_STAMPING: BEAR VALLEY 1968
 JN0381_MARK LOGO: USGS
 JN0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0381+STABILITY: SURFACE MOTION
 JN0381
 JN0381  HISTORY     - Date     Condition        Report By
 JN0381  HISTORY     - 1968     MONUMENTED       USGS
 JN0381
 JN0381                          STATION DESCRIPTION
 JN0381
 JN0381'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (ELS)
 JN0381'LOCATED ABOUT 10 MI. (AIRLINE) NNE. OF KOOSHAREM.  ABOUT 9.8
 JN0381'MI. SE. OF GLENWOOD AT THE HIGHEST POINT OF A SPARSELY TIMBERED
 JN0381'N.-S. RIDGE.  ABOUT 5 FT. S. OF A FENCE WHICH SURROUNDS A
 JN0381'MICRO-WAVE RELAY STATION WHICH OCCUPIES THE HIGHEST POINT OF TOP.
 JN0381'
 JN0381'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 89 AND UTAH STATE
 JN0381'HIGHWAY 119 NEAR THE E. EDGE OF RICHFIELD, UTAH, DRIVE E. ALONG
 JN0381'UTAH STATE HIGHWAY 119 FOR 9 MI. TO UTAH STATE HIGHWAY 24.  TURN
 JN0381'RIGHT ONTO UTAH HIGHWAY 24 AND GO 6.95 MI. TO Y-RD. FORK.  TAKE
 JN0381'THE RIGHT FORK AND FOLLOW GRADED DIRT RD. FOR 3 MI. TO T-RD. FORK
 JN0381'JUST W. OF ABANDONED HOUSE.  TURN RIGHT UPHILL FOR 1.3 MI. TO
 JN0381'RD. FORK AT TOP OF RIDGE.  CONTINUE STRAIGHT AHEAD (N.) UPHILL
 JN0381'FOR 0.95 MI. TO HIGHEST POINT OF RIDGE AND STATION.
 JN0381'
 JN0381'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED BEAR VALLEY 1968
 JN0381'CEMENTED IN TOP OF A NATURALLY EMBEDDED BOULDER PROJECTING ABOUT
 JN0381'0.2 FT. ABOVE NATURAL GROUND.
 JN0381'
 JN0381'REFERENCE MARK NO. 1--A STANDARD BRONZE TABLET STAMPED NO 1 1968
 JN0381'CEMENTED IN TOP OF A NATURALLY EMBEDDED BOULDER.
 JN0381'
 JN0381'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET STAMPED NO 2 1968
 JN0381'CEMENTED IN TOP OF A NATURALLY EMBEDDED BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0554 ***********************************************************************
 HM0554  DESIGNATION -  BEARS EARS
 HM0554  PID         -  HM0554
 HM0554  STATE/COUNTY-  UT/SAN JUAN
 HM0554  COUNTRY     -  US
 HM0554  USGS QUAD   -  KIGALIA POINT (2017)
 HM0554
 HM0554                         *CURRENT SURVEY CONTROL
 HM0554  ______________________________________________________________________
 HM0554* NAD 83(1994) POSITION- 37 37 36.61227(N) 109 51 20.19402(W)   ADJUSTED
 HM0554* NAVD 88 ORTHO HEIGHT -  2762.1   (meters)     9062.    (feet) VERTCON3
 HM0554  ______________________________________________________________________
 HM0554  GEOID HEIGHT    -        -19.215 (meters)                     GEOID18
 HM0554  LAPLACE CORR    -          1.71  (seconds)                    DEFLEC18
 HM0554  HORZ ORDER      -  FIRST
 HM0554
 HM0554.The horizontal coordinates were established by classical geodetic methods
 HM0554.and adjusted by the National Geodetic Survey in November 1997.
 HM0554
 HM0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0554
 HM0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0554.GEOID18 height accuracy estimate available here.
 HM0554
 HM0554.Click photographs - Photos may exist for this station.
 HM0554
 HM0554.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0554
 HM0554. The following values were computed from the NAD 83(1994) position.
 HM0554
 HM0554;                    North         East     Units Scale Factor Converg.
 HM0554;SPC UT S     - 3,107,838.812   645,145.652   MT  0.99995504   +1 00 27.0
 HM0554;SPC UT S     -10,196,301.17  2,116,615.36   sFT  0.99995504   +1 00 27.0
 HM0554;UTM  12      - 4,165,028.841   600,983.146   MT  0.99972561   +0 41 55.4
 HM0554
 HM0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0554!SPC UT S     -   0.99956978  x   0.99995504  =   0.99952484
 HM0554!UTM  12      -   0.99956978  x   0.99972561  =   0.99929550
 HM0554
 HM0554:                Primary Azimuth Mark                     Grid Az
 HM0554:SPC UT S     -  BEARS EARS AZ MK                         002 41 24.7
 HM0554:UTM  12      -  BEARS EARS AZ MK                         002 59 56.3
 HM0554
 HM0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG0098365028(NAD 83)
 HM0554
 HM0554|---------------------------------------------------------------------|
 HM0554| PID    Reference Object                     Distance      Geod. Az  |
 HM0554|                                                           dddmmss.s |
 HM0554| CM6898 BEARS EARS AZ MK                                   0034151.7 |
 HM0554| CM6900 BEARS EARS RM 2                       4.606 METERS 02419     |
 HM0554| HM0555 BEARS EARS CAIRN                      3.660 METERS 21929     |
 HM0554| CM6899 BEARS EARS RM 1                       5.620 METERS 28520     |
 HM0554|---------------------------------------------------------------------|
 HM0554
 HM0554                          SUPERSEDED SURVEY CONTROL
 HM0554
 HM0554  NAD 83(1986)-  37 37 36.60598(N)    109 51 20.19790(W) AD(       ) 1
 HM0554  NAD 27      -  37 37 36.62551(N)    109 51 17.72035(W) AD(       ) 1
 HM0554  NGVD 29 (07/19/86) 2760.8    (m)         9058.     (f) VERT ANG       
 HM0554
 HM0554.Superseded values are not recommended for survey control.
 HM0554
 HM0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0554.See file dsdata.pdf to determine how the superseded data were derived.
 HM0554
 HM0554_MARKER: DB = BENCH MARK DISK
 HM0554_SETTING: 80 = SET IN A BOULDER
 HM0554_STAMPING: BEARS EARS 1934
 HM0554_MARK LOGO: USGS
 HM0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0554+STABILITY: SURFACE MOTION
 HM0554
 HM0554  HISTORY     - Date     Condition        Report By
 HM0554  HISTORY     - 1934     MONUMENTED       USGS
 HM0554  HISTORY     - 1936     GOOD             CGS
 HM0554  HISTORY     - 1951     GOOD             CGS
 HM0554  HISTORY     - 1960     GOOD             CGS
 HM0554  HISTORY     - 1963     GOOD             CGS
 HM0554  HISTORY     - 1972     GOOD             NGS
 HM0554
 HM0554                          STATION DESCRIPTION
 HM0554
 HM0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HM0554'ABOUT 32 MILES SOUTHWEST OF MONTICELLO, ABOUT 21 MILES WEST OF
 HM0554'BLANDING, IN LA SAL NATIONAL FOREST, ON TOP OF EASTERLY AND HIGHER
 HM0554'OF TWO MOUNTAIN PEAKS KNOWN AS BEARS EARS, IN SEC. 29, T. 36 S.,
 HM0554'R. 19 E., AT SOUTHEASTERLY END OF PINE, QUAKING ASPEN AND
 HM0554'CEDAR-COVERED MOUNTAIN PEAK, ABOUT 50 FEET NORTH OF SOUTH SLOPE,
 HM0554'AND ABOUT 10 FEET WEST OF EAST SLOPE OF MOUNTAIN.  THERE ARE NO
 HM0554'TREES IN IMMEDIATE VICINITY OF STATION, AND LONG LINE HAS BEEN
 HM0554'CLEARED OVER TOP OF MOUNTAIN TO NORTHWEST.  TO REACH FROM UTAH
 HM0554'OIL REFINING STATION IN BLANDING FOLLOW NATURAL BRIDGES ROAD
 HM0554'WESTERLY 28.1 MILES TO KIGALIA RANGER STATION.  CONTINUE 4.0
 HM0554'MILES ON SAME ROAD TO POINT ON SLOPE OF MOUNTAIN ABOUT 0.15
 HM0554'MILE NORTHEAST OF CATTLE GUARD.  TURN LEFT AND CLIMB MOUNTAIN TO
 HM0554'SOUTHEAST ABOUT 0.6 MILE TO TOP AND STATION SITE.  MARKED
 HM0554'BY STANDARD U.S.  GEOLOGICAL SURVEY DISK STAMPED BEARS EARS 1934
 HM0554'IN TOP OF BURIED BOULDER WHICH IS FLUSH WITH GROUND.
 HM0554'REFERENCE MARKS ARE STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 HM0554'DISKS IN TOP OF BURIED BOULDERS WHICH ARE FLUSH WITH GROUND.
 HM0554'NO. 1 STAMPED NO. 1 1934 BEARS EARS IS 5.616 METERS (18.43
 HM0554'FEET) WEST OF STATION N 74 DEG 45 MIN W.  NO. 2 STAMPED
 HM0554'NO. 2 1934 BEARS EARS IS 4.615 METERS (15.14 FEET) NORTH OF
 HM0554'STATION N 24 DEG 21 MIN E.  DISTANCE BETWEEN REFERENCE
 HM0554'MARKS IS 25.62 FEET.  AZIMUTH MARK IS STANDARD AZIMUTH DISK IN
 HM0554'TOP OF 4-INCH TERRA COTTA PIPE FILLED WITH CONCRETE AND
 HM0554'PROJECTING 12 INCHES ABOVE GROUND, STAMPED BEARS EARS
 HM0554'U.S.G.S. 1936, 28 FEET WEST OF CENTER LINE OF GRADED ROAD AND
 HM0554'1-1/2 MILES NORTH-NORTHEAST OF STATION N 03 DEG 42 MIN E.
 HM0554'FOLLOWING DISTANCES AND BEARINGS ARE FROM
 HM0554'STATION--SOUTH END OF SHORT FLAT RIDGE, 5 MILES, S 64 DEG 41 MIN W.
 HM0554'CENTER OF CORRAL, 0.5 MILE, N 57 DEG 33 MIN E.  BLANDING HIGH SCHOOL
 HM0554'CHIMNEY, ABOUT 21 MILES, N 69 DEG 33 MIN E. AND SOUTHEAST
 HM0554'END OF LONG RIDGE, 3 MILES, S 81 DEG 37 MIN E.
 HM0554
 HM0554                          STATION RECOVERY (1951)
 HM0554
 HM0554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 HM0554'THE STATION WAS VISITED BY A LIGHTKEEPER ONLY.  ALL MARKS WERE
 HM0554'FOUND IN GOOD CONDITION AS DESCRIBED.
 HM0554'
 HM0554'THE STATION IS LOCATED ABOUT 32 MILES SOUTHWEST OF MONTICELLO,
 HM0554'AND 21 MILES WEST OF BLANDING, IN THE LA SAL NATIONAL FOREST,
 HM0554'ON THE EASTERLY OR HIGHER OF TWO PEAKS KNOWN AS BEARS EARS, AT
 HM0554'THE SOUTHEASTERLY END OF A PINE, QUAKING ASPEN AND CEDAR-COVERED
 HM0554'PEAK, ABOUT 50 FEET NORTH OF THE SOUTH SLOPE, AND ABOUT 10
 HM0554'FEET WEST OF EAST SLOPE OF MOUNTAIN.
 HM0554'
 HM0554'TO REACH THE STATION FROM BLANDING, UTAH, GO WEST FROM THE MAIN
 HM0554'INTERSECTION ON THE NATURAL BRIDGES ROAD FOR 0.35 MILE TO
 HM0554'INTERSECTION.  TURN RIGHT (NORTH) AND GO 0.55 MILE.  TURN LEFT
 HM0554'AND GO WESTERLY ON THE NATURAL BRIDGES ROAD AND STATE HIGHWAY 95
 HM0554'FOLLOWING THE MAIN TRAVELED ROAD FOR 10.0 MILES TO A Y FORK.
 HM0554'KEEP RIGHT AS PER SIGN NATURAL BRIDGES NATIONAL MONUMENT 40 AND
 HM0554'FOLLOW THE MAIN TRAVELED ROAD WESTERLY FOR 15.1 MILES TO A Y
 HM0554'FORK.  KEEP LEFT AS PER SIGN KIGALIA RS 2 AND GO 2.0 MILES TO A Y
 HM0554'FORK.  KEEP LEFT FORK AND GO 2.75 MILES TO A CATTLE GUARD.
 HM0554'CROSS CATTLE GUARD AND CONTINUE SOUTHEASTERLY FOR 0.25 MILE TO A
 HM0554'FORK.  KEEP RIGHT FORK AND GO WESTERLY ON MAIN TRAVELED ROAD
 HM0554'FOR 0.4 MILE AND END OF TRUCK TRAVEL.  BACK PACK SOUTH
 HM0554'SOUTHEASTERLY INTO SADDLE.  THENCE LEFT AND GO EASTERLY TO THE
 HM0554'HIGHEST POINT AND STATION ON THE SOUTH SOUTHEAST END OF THE
 HM0554'EAST BUTTE.  A 30 MINUTE PACK.
 HM0554'
 HM0554'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED
 HM0554'BEARS EARS 1934.  SET IN TOP OF A BURIED BOULDER FLUSH WITH
 HM0554'THE GROUND.
 HM0554'
 HM0554'REFERENCE MARK NO. 1 IS A STANDARD U.S. GEOLOGICAL SURVEY
 HM0554'REFERENCE DISK SET IN TOP OF A BURIED BOULDER FLUSH WITH THE
 HM0554'GROUND.  STAMPED NO 1 1934 BEARS EARS.  IT IS 5.616 METERS,
 HM0554'(18.43 FEET) WEST OF STATION N 74 DEG 45 MIN W.
 HM0554'
 HM0554'REFERENCE MARK NO. 2 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 HM0554'DISK SET IN TOP OF A BURIED BOULDER FLUSH WITH THE GROUND.
 HM0554'STAMPED NO 2 1934 BEARS EARS.  IT IS 4.615 METERS, (15.14 FEET)
 HM0554'NORTH OF STATION N 24 DEG 21 MIN E.
 HM0554'
 HM0554'THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK SET IN TOP OF
 HM0554'A 4-INCH TERRA COTTA PIPE FILLED WITH CONCRETE AND PROJECTING 12
 HM0554'INCHES ABOVE THE GROUND, STAMPED BEARS EARS U.S.G.S. 1936, 28
 HM0554'FEET WEST OF CENTER LINE OF GRADED ROAD AND 1-1/2 MILES NORTH
 HM0554'NORTHEAST OF STATION N 03 DEG 42 MIN E.
 HM0554
 HM0554                          STATION RECOVERY (1960)
 HM0554
 HM0554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RFA)
 HM0554'THE STATION AND THE TWO REFERENCE MARKS WERE RECOVERED AND FOUND
 HM0554'IN GOOD CONDITION.  THE AZIMUTH WAS NOT SEARCHED FOR.
 HM0554'
 HM0554'A NEW TO REACH FOLLOWS.
 HM0554'
 HM0554'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 47 AND 95 IN
 HM0554'BLANDING--GO SOUTH ON STATE HIGHWAY 47 AND 95 FOR 3.8 MILES
 HM0554'TO A SIDE ROAD RIGHT, STATE HIGHWAWY 47 CONTINUES SOUTH, AND
 HM0554'STATE HIGHWAY 95 GOES WESTERLY.  TURN RIGHT AND WESTERLY ON
 HM0554'STATE HIGHWAY 95, AND GO FOR 8.4 MILES TO A SIDE ROAD RIGHT,
 HM0554'CONTINUE LEFT ON STATE HIGHWAY 95, AND GO FOR 23.1 MILES TO
 HM0554'THE JUNCTION OF STATE HIGHWAY 95 AND 261.  KEEP RIGHT ON STATE
 HM0554'HIGHWAY 95 AS PER SIGN NATURAL BRIDGE AND FERRY AND CROSSING
 HM0554'CATTLE GUARD GO FOR 1.4 MILES TO A Y FORK, AND PER SIGN BEARS
 HM0554'EARS AND DEER FLAT KEEP THE RIGHT ROAD AND GO FOR 1.0 MILE TO
 HM0554'CROSSROADS.  TURN SHARP RIGHT ON TRACK ROAD AS PER SIGN BLANDING AND
 HM0554'GO NORTHERLY FOR 6.2 MILES PASSING AROUND THE WESTERN SIDE OF THE
 HM0554'HIGHEST OF THE TWO BEARS EARS MOUNTAIN, AND A (U.S.G.S.) B.M. AS
 HM0554'PER B.M. ELEVATION 8508 FEET 1934 ON THE LEFT AND THE WESTERN SIDE
 HM0554'OF THE TRACK ROAD APPROXIMATELY 50 FEET FROM THE CENTER LINE OF
 HM0554'THE ROAD, THE SHORTER OF THE TWO BEARS EARS IS ALSO ON THE
 HM0554'LEFT AND WESTERN SIDE OF THE ROAD, CONTINUE AROUND THE LEFT
 HM0554'SIDE OF THE HIGHEST BEARS EARS FOR 0.4 MILE AND THE END OF
 HM0554'TRUCK TRAVEL.  PACK SOUTH SOUTHEASTERLY INTO THE SADDLE.
 HM0554'THENCE LEFT AND GO EASTERLY TO THE HIGHEST POINT AND STATION
 HM0554'ON THE SOUTH SOUTHEAST END OF THE EAST BUTTE.  ITS A ONE
 HM0554'HOUR PACK.
 HM0554
 HM0554                          STATION RECOVERY (1963)
 HM0554
 HM0554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HM0554'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HM0554'RECOVERED AND WERE FOUND TO BE IN APPARENT GOOD CONDITION.  A
 HM0554'DISCREPANCY WAS NOTED IN THE DISTANCE TO BOTH REFERENCE MARKS
 HM0554'AND THE DIRECTION TO REFERENCE MARK 1.  THE CURRENT VALUES
 HM0554'WERE VERIFIED.
 HM0554'
 HM0554'THE STATION IS LOCATED IN THE LA SAL NATIONAL FOREST, ABOUT 34
 HM0554'MILES EAST-SOUTHEAST OF HITE, 33 MILES SOUTHWEST OF MONTICELLO,
 HM0554'21 MILES WEST OF BLANDING, 8-1/2 MILES EAST-NORTHEAST OF THE
 HM0554'NATURAL BRIDGES NATIONAL MONUMENT ON THE EASTERNMOST AND HIGHEST
 HM0554'OF TWO PEAKS KNOWN AS BEARS EARS.  IT IS ON THE SOUTHEAST END
 HM0554'OF THE TIMBERED PEAK.
 HM0554'
 HM0554'THE ROUTE TO THE STATION WAS NOT VERIFIED AS THE STATION WAS
 HM0554'REACHED BY HELICOPTER AS FOLLOWS.
 HM0554'
 HM0554'TO REACH BY HELICOPTER FROM HITE, FLY IN A SOUTHEASTERLY DIRECTION
 HM0554'ON A TRUE COURSE OF 110 DEGREES FOR 34 MILES TO THE PEAK AND
 HM0554'STATION.
 HM0554'THE STATION MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 HM0554'BEARS EARS 1934, IS SET IN A DRILL HOLE IN THE TOP OF AN IRREGULAR
 HM0554'SHAPED BOULDER THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS
 HM0554'12 FEET WEST OF THE EAST RIM OF THE BUTTE AND 12 FEET
 HM0554'NORTH-NORTHEAST OF A 3-FOOT CAIRN.
 HM0554'
 HM0554'REFERENCE MARK 1, A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 HM0554'STAMPED BEARS EARS NO 1 1934, IS SET IN A DRILL HOLE IN THE
 HM0554'TOP OF A 12 X 14-INCH BOULDER THAT PROJECTS 1 INCH ABOVE THE
 HM0554'GROUND.  IT IS 17.6 FEET NORTHWEST OF A 3-FOOT CAIRN.
 HM0554'
 HM0554'REFERENCE MARK 2, A U.S. GEOLOGICAL SURVEY REFERENCE DISK STAMPED
 HM0554'BEARS EARS NO 2 1934, IS SET IN A DRILL HOLE IN THE TOP OF A
 HM0554'12X14-INCH BOULDER THAT IS FLUSH WITH THE GROUND.  IT IS 10 FEET
 HM0554'WEST OF THE EAST RIM OF THE BUTTE.
 HM0554'
 HM0554'THE AZIMUTH MARK, A STANDARD DISK STAMPED BEARS EARS USGS 1936,
 HM0554'IS SET IN THE TOP OF A CEMENT FILLED TERRA COTTA PIPE THAT
 HM0554'PROJECTS 12 INCHES ABOVE THE GROUND.  IT IS AT A CURVE IN THE
 HM0554'ROAD, 28 FEET WEST OF THE CENTER OF THE ROAD AND 2 FEET INSIDE
 HM0554'THE FENCE LINE.
 HM0554
 HM0554                          STATION RECOVERY (1972)
 HM0554
 HM0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HM0554'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 HM0554'GOOD CONDITION.
 HM0554'
 HM0554'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 HM0554'
 HM0554'THE PRESENT DESCRIPTION WAS FOUND TO BE ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0555 ***********************************************************************
 HM0555  DESIGNATION -  BEARS EARS CAIRN
 HM0555  PID         -  HM0555
 HM0555  STATE/COUNTY-  UT/SAN JUAN
 HM0555  COUNTRY     -  US
 HM0555  USGS QUAD   -  KIGALIA POINT (2017)
 HM0555
 HM0555                         *CURRENT SURVEY CONTROL
 HM0555  ______________________________________________________________________
 HM0555* NAD 83(1994) POSITION- 37 37 36.52064(N) 109 51 20.28892(W)   ADJUSTED
 HM0555* NAVD 88 ORTHO HEIGHT -  2761.    (meters)     9058.    (feet) SCALED
 HM0555  ______________________________________________________________________
 HM0555  GEOID HEIGHT    -        -19.215 (meters)                     GEOID18
 HM0555  LAPLACE CORR    -          1.73  (seconds)                    DEFLEC18
 HM0555  HORZ ORDER      -  SECOND
 HM0555
 HM0555.The horizontal coordinates were established by classical geodetic methods
 HM0555.and adjusted by the National Geodetic Survey in November 1997.
 HM0555
 HM0555.The orthometric height was scaled from a topographic map.
 HM0555
 HM0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0555.GEOID18 height accuracy estimate available here.
 HM0555
 HM0555.Click photographs - Photos may exist for this station.
 HM0555
 HM0555.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0555
 HM0555. The following values were computed from the NAD 83(1994) position.
 HM0555
 HM0555;                    North         East     Units Scale Factor Converg.
 HM0555;SPC UT S     - 3,107,835.946   645,143.375   MT  0.99995505   +1 00 26.9
 HM0555;SPC UT S     -10,196,291.77  2,116,607.89   sFT  0.99995505   +1 00 26.9
 HM0555;UTM  12      - 4,165,025.989   600,980.855   MT  0.99972560   +0 41 55.4
 HM0555
 HM0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0555!SPC UT S     -   0.99956990  x   0.99995505  =   0.99952497
 HM0555!UTM  12      -   0.99956990  x   0.99972560  =   0.99929562
 HM0555
 HM0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG0098065025(NAD 83)
 HM0555
 HM0555                          SUPERSEDED SURVEY CONTROL
 HM0555
 HM0555  NAD 83(1986)-  37 37 36.51435(N)    109 51 20.29280(W) AD(       ) 2
 HM0555  NAD 27      -  37 37 36.53388(N)    109 51 17.81525(W) AD(       ) 2
 HM0555
 HM0555.Superseded values are not recommended for survey control.
 HM0555
 HM0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0555.See file dsdata.pdf to determine how the superseded data were derived.
 HM0555
 HM0555_MARKER: 72 = CAIRN
 HM0555
 HM0555  HISTORY     - Date     Condition        Report By
 HM0555  HISTORY     - 1963     FIRST OBSERVED   CGS
 HM0555
 HM0555                          STATION DESCRIPTION
 HM0555
 HM0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HM0555'THE STATION IS LOCATED IN THE LA SAL NATIONAL FOREST, ABOUT 34
 HM0555'MILES EAST-SOUTHEAST OF HITE, 33 MILES SOUTHWEST OF MONTICELLO,
 HM0555'21 MILES WEST OF BLANDING, 8-1/2 MILES EAST-NORTHEAST OF THE
 HM0555'NATURAL BRIDGES NATIONAL MONUMENT ON THE EASTERNMOST AND HIGHEST
 HM0555'OF TWO PEAKS KNOWN AS BEARS EARS.  IT IS ON THE SOUTHEAST END
 HM0555'OF THE TIMBERED PEAK.
 HM0555'
 HM0555'THE ROUTE TO THE STATION WAS NOT VERIFIED AS THE STATION WAS
 HM0555'REACHED BY HELICOPTER AS FOLLOWS.
 HM0555'
 HM0555'TO REACH BY HELICOPTER FROM HITE, FLY IN A SOUTHEASTERLY DIRECTION
 HM0555'ON A TRUE COURSE OF 110 DEGREES FOR 34 MILES TO THE PEAK AND
 HM0555'STATION.
 HM0555'
 HM0555'THE STATION MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 HM0555'BEARS EARS 1934, IS SET IN A DRILL HOLE IN THE TOP OF AN IRREGULAR
 HM0555'SHAPED BOULDER THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS
 HM0555'12 FEET WEST OF THE EAST RIM OF THE BUTTE AND 12 FEET
 HM0555'NORTH-NORTHEAST OF A 3-FOOT CAIRN.
 HM0555'SEE STATION BEARS EARS USGS
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0634 ***********************************************************************
 HO0634  DESIGNATION -  BEAVER
 HO0634  PID         -  HO0634
 HO0634  STATE/COUNTY-  UT/WASHINGTON
 HO0634  COUNTRY     -  US
 HO0634  USGS QUAD   -  WEST MOUNTAIN PEAK (2017)
 HO0634
 HO0634                         *CURRENT SURVEY CONTROL
 HO0634  ______________________________________________________________________
 HO0634* NAD 83(1994) POSITION- 37 09 18.71317(N) 113 52 59.80187(W)   ADJUSTED
 HO0634* NAVD 88 ORTHO HEIGHT -  2342.    (meters)     7684.    (feet) SCALED
 HO0634  ______________________________________________________________________
 HO0634  GEOID HEIGHT    -        -24.397 (meters)                     GEOID18
 HO0634  LAPLACE CORR    -         13.53  (seconds)                    DEFLEC18
 HO0634  HORZ ORDER      -  FIRST
 HO0634
 HO0634.The horizontal coordinates were established by classical geodetic methods
 HO0634.and adjusted by the National Geodetic Survey in November 1997.
 HO0634
 HO0634.The orthometric height was scaled from a topographic map.
 HO0634
 HO0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0634.GEOID18 height accuracy estimate available here.
 HO0634
 HO0634.Click photographs - Photos may exist for this station.
 HO0634
 HO0634.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0634
 HO0634. The following values were computed from the NAD 83(1994) position.
 HO0634
 HO0634;                    North         East     Units Scale Factor Converg.
 HO0634;SPC UT S     - 3,056,916.627   288,312.919   MT  1.00001111   -1 27 36.7
 HO0634;SPC UT S     -10,029,233.97    945,906.64   sFT  1.00001111   -1 27 36.7
 HO0634;UTM  12      - 4,115,982.260   243,950.098   MT  1.00040771   -1 44 32.6
 HO0634
 HO0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0634!SPC UT S     -   0.99963644  x   1.00001111  =   0.99964754
 HO0634!UTM  12      -   0.99963644  x   1.00040771  =   1.00004400
 HO0634
 HO0634:                Primary Azimuth Mark                     Grid Az
 HO0634:SPC UT S     -  BEAVER AZ MK                             140 22 33.2
 HO0634:UTM  12      -  BEAVER AZ MK                             140 39 29.1
 HO0634
 HO0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG4395015982(NAD 83)
 HO0634
 HO0634|---------------------------------------------------------------------|
 HO0634| PID    Reference Object                     Distance      Geod. Az  |
 HO0634|                                                           dddmmss.s |
 HO0634| CH2696 BEAVER RM 1                           4.158 METERS 07255     |
 HO0634| HO0622 LOS ANGELES SALT LK AWY BN 37B      APPROX.35.4 KM 0964035.7 |
 HO0634| HO0627 LOS ANGELES SALT LK AWY BN 37A      APPROX.26.8 KM 1050657.0 |
 HO0634| CH2695 BEAVER AZ MK                                       1385456.5 |
 HO0634| CH2697 BEAVER RM 2                           4.192 METERS 16638     |
 HO0634| GQ0425 LOS ANGELES SALT LK AWY BCN 34      APPROX.22.8 KM 1914939.2 |
 HO0634| HO0635 LOS ANGELES SALT LK AWY BN 36       APPROX.21.0 KM 3521333.6 |
 HO0634|---------------------------------------------------------------------|
 HO0634
 HO0634                          SUPERSEDED SURVEY CONTROL
 HO0634
 HO0634  NAD 83(1992)-  37 09 18.71135(N)    113 52 59.80324(W) AD(       ) 1
 HO0634  NAD 83(1986)-  37 09 18.70911(N)    113 52 59.80233(W) AD(       ) 1
 HO0634  NAD 27      -  37 09 18.78800(N)    113 52 56.92200(W) AD(       ) 1
 HO0634
 HO0634.Superseded values are not recommended for survey control.
 HO0634
 HO0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0634.See file dsdata.pdf to determine how the superseded data were derived.
 HO0634
 HO0634_MARKER: DS = TRIANGULATION STATION DISK
 HO0634_SETTING: 66 = SET IN ROCK OUTCROP
 HO0634_STAMPING: BEAVER 1938
 HO0634_MARK LOGO: CGS
 HO0634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0634+STABILITY: POSITION/ELEVATION WELL
 HO0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0634+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2008
 HO0634
 HO0634  HISTORY     - Date     Condition        Report By
 HO0634  HISTORY     - 1938     MONUMENTED       CGS
 HO0634  HISTORY     - 1973     GOOD             USGS
 HO0634  HISTORY     - 20080613 GOOD             INDIV
 HO0634  HISTORY     - 20170730 GOOD             GEOCAC
 HO0634
 HO0634                          STATION DESCRIPTION
 HO0634
 HO0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0634'STATION IS ON THE HIGHEST POINT OF THE BEAVER DAM MOUNTAINS
 HO0634'AND LIES ABOUT 16.5 MILES WNW OF ST. GEORGE AND ABOUT 14 MILES
 HO0634'NE FROM THE SOUTHWEST CORNER OF THE STATE OF UTAH.  IT IS IN
 HO0634'THE NW SECTION OF THE BEAVER DAM MOUNTAINS.  STATION IS ABOUT
 HO0634'5 MILES NNW OF HIGHWAY U.S. 91.  REACHED FROM ST. GEORGE, UTAH
 HO0634'AS FOLLOWS--GO WEST ON U.S. 91 FOR 16.2 MILES, OR 4 MILES PAST
 HO0634'INDIAN VILLAGE.  TURN RIGHT OFF HIGHWAY ON TRACK ROAD THAT
 HO0634'GOES UP BIG WASH, GO 0.5 MILE TO CROSSING OF A BIG WASH TO
 HO0634'THE LEFT AND END OF TRUCK TRAVEL.  GO LEFT UP THE BIG WASH
 HO0634'ABOUT 1 MILE, BEAR LEFT UP MAIN WASH, PASSING THROUGH ROCK
 HO0634'GORGE, FOR ABOUT 1.5 MILES, TO A POINT JUST NORTH OF A
 HO0634'PROMINENT ROCK PEAK ON LEFT.  TAKE RIGHT WASH (STRAIGHT AHEAD,
 HO0634'WESTERLY) AND FOLLOW IT TO ITS HEAD ON A SADDLE, ABOUT 2
 HO0634'MILES.  CROSS OVER SADDLE AND TAKE FIRST BIG WASH ON THE
 HO0634'RIGHT, NORTHWEST AND FOLLOW IT TO HEAD ON ANOTHER SADDLE,
 HO0634'ABOUT 1.5 MILES (THIS SADDLE IS THE FIRST POINT FROM
 HO0634'WHICH THE STATION PEAK CAN BE SEEN).  THE STATION LIES
 HO0634'ABOUT 1.5 MILES NORTHWEST OF THIS SADDLE, HORSES CAN BE
 HO0634'TAKEN TO THIS SADDLE, AND IT IS A 1-1/4 HOUR PACK TO
 HO0634'STATION.  FOLLOW THE RIDGE TO THE BASE OF THE PEAK, JUST
 HO0634'WEST OF THE VERTICAL CLIFFS, THEN NNW UP PEAK TO STATION.
 HO0634'AZIMUTH IS ON THE NORTH END OF THE FIRST BUMP ON THE
 HO0634'RIDGE ABOUT 1/2 MILE FROM THE SADDLE.  PACK HORSES WERE HIRED
 HO0634'FROM JOSEPH JOHN, AN INDIAN, AT THE INDIAN VILLAGE MENTIONED
 HO0634'IN THE DESCRIPTION.  TIME REQUIRED WAS THREE HOURS ON
 HO0634'HORSES AND 1-1/4 HOURS BACK PACKING.  THERE WOULD PROBABLY
 HO0634'BE ABOUT 7 HOURS BACK PACKING FROM THE END OF TRUCK TRAVEL.
 HO0634'
 HO0634'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE BRONZE TABLETS SET
 HO0634'IN BEDROCK.
 HO0634'
 HO0634'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 HO0634
 HO0634                          STATION RECOVERY (1973)
 HO0634
 HO0634'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (PGJ)
 HO0634'TO REACH FROM THE POST OFFICE IN MESQUITE, NEVADA, GO NORTHEASTERLY
 HO0634'ON HIGHWAY 91 FOR 27.55 MILES TO A DIRT ROAD LEFT.  CONTINUE
 HO0634'ON DIRT ROAD, WESTERLY, UP DRAINS, FOR 1.2 MILES TO FORK.  TAKE
 HO0634'RIGHT FORK AND CONTINUE WESTERLY 3.15 MILES TO A FORK IN
 HO0634'DIVIDE AND SIGN HELL HOLE PASS.  TAKE RIGHT FORK
 HO0634'AND CONTINUE NORTHERLY FOR 2.45 MILES TO A MICROWAVE STATION
 HO0634'ON HIGHEST POINT OF MOUNTAINS.  THE STATION MARK IS IN GOOD
 HO0634'CONDITION AND IS 14 FEET SOUTH OF THE MOST NORTHERLY OF TWO
 HO0634'STEEL TOWERS ON THE HIGHEST POINT OF THE TOP.
 HO0634
 HO0634                          STATION RECOVERY (2008)
 HO0634
 HO0634'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (TCG)
 HO0634'RECOVERED IN GOOD CONDITION.  MARK IS NOW NEAR COMMUNICATIONS
 HO0634'FACILITY.  APPROX. NE 19 FEET FROM NE CORNER OF SMALL BUILDING.
 HO0634'APPROX. NW 24 FEET FROM NW CORNER OF LARGE BUILDING.  APPROX. 16 FEET
 HO0634'SOUTH OF CL COMMUNICATIONS TOWER.
 HO0634
 HO0634                          STATION RECOVERY (2017)
 HO0634
 HO0634'RECOVERY NOTE BY GEOCACHING 2017 (DG)
 HO0634'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0543 ***********************************************************************
 JO0543  DESIGNATION -  BEAVER
 JO0543  PID         -  JO0543
 JO0543  STATE/COUNTY-  UT/MILLARD
 JO0543  COUNTRY     -  US
 JO0543  USGS QUAD   -  IRON MINE PASS (2017)
 JO0543
 JO0543                         *CURRENT SURVEY CONTROL
 JO0543  ______________________________________________________________________
 JO0543* NAD 83(1994) POSITION- 38 39 34.81277(N) 113 08 37.23306(W)   ADJUSTED
 JO0543* NAVD 88 ORTHO HEIGHT -  2032.8   (meters)     6669.    (feet) VERTCON3
 JO0543  ______________________________________________________________________
 JO0543  GEOID HEIGHT    -        -20.528 (meters)                     GEOID18
 JO0543  LAPLACE CORR    -          3.49  (seconds)                    DEFLEC18
 JO0543  HORZ ORDER      -  THIRD
 JO0543
 JO0543.The horizontal coordinates were established by classical geodetic methods
 JO0543.and adjusted by the National Geodetic Survey in November 1997.
 JO0543
 JO0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0543
 JO0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0543.GEOID18 height accuracy estimate available here.
 JO0543
 JO0543.Click photographs - Photos may exist for this station.
 JO0543
 JO0543.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0543
 JO0543. The following values were computed from the NAD 83(1994) position.
 JO0543
 JO0543;                    North         East     Units Scale Factor Converg.
 JO0543;SPC UT C     - 2,037,546.115   356,927.413   MT  1.00010720   -1 03 10.5
 JO0543;SPC UT C     - 6,684,849.21  1,171,019.35   sFT  1.00010720   -1 03 10.5
 JO0543;UTM  12      - 4,281,191.206   313,479.750   MT  1.00002843   -1 20 22.3
 JO0543
 JO0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0543!SPC UT C     -   0.99968437  x   1.00010720  =   0.99979154
 JO0543!UTM  12      -   0.99968437  x   1.00002843  =   0.99971279
 JO0543
 JO0543:                Primary Azimuth Mark                     Grid Az
 JO0543:SPC UT C     -  SOLUS                                    171 49 49.0
 JO0543:UTM  12      -  SOLUS                                    172 07 00.8
 JO0543
 JO0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH1347981191(NAD 83)
 JO0543
 JO0543|---------------------------------------------------------------------|
 JO0543| PID    Reference Object                     Distance      Geod. Az  |
 JO0543|                                                           dddmmss.s |
 JO0543| JO0542 SOLUS                               APPROX.13.6 KM 1704638.5 |
 JO0543|---------------------------------------------------------------------|
 JO0543
 JO0543                          SUPERSEDED SURVEY CONTROL
 JO0543
 JO0543  NAD 83(1986)-  38 39 34.80808(N)    113 08 37.23095(W) AD(       ) 3
 JO0543  NAD 27      -  38 39 34.96248(N)    113 08 34.37679(W) AD(       ) 3
 JO0543  NGVD 29 (07/19/86) 2031.5    (m)         6665.     (f) VERT ANG       
 JO0543
 JO0543.Superseded values are not recommended for survey control.
 JO0543
 JO0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0543.See file dsdata.pdf to determine how the superseded data were derived.
 JO0543
 JO0543_MARKER: DB = BENCH MARK DISK
 JO0543_SETTING: 66 = SET IN ROCK OUTCROP
 JO0543_STAMPING: BEAVER 1958
 JO0543_MARK LOGO: USGS
 JO0543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0543+STABILITY: POSITION/ELEVATION WELL
 JO0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0543+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2020
 JO0543
 JO0543  HISTORY     - Date     Condition        Report By
 JO0543  HISTORY     - 1958     MONUMENTED       USGS
 JO0543  HISTORY     - 20200319 GOOD             INDIV
 JO0543
 JO0543                          STATION DESCRIPTION
 JO0543
 JO0543'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JO0543'LOCATED ABOUT 19.6 MI. NW. OF MILFORD, 5.0 MI. S. OF S. END OF SEVIER
 JO0543'LAKE, ON HIGHEST POINT OF BEAVER MTS.
 JO0543'
 JO0543'TO REACH FROM MILFORD POST OFFICE, DRIVE W. ON STATE HIGHWAY 21 FOR
 JO0543'1.2 MI. TO T-RD. N., ON W. SIDE OF CATTLEGUARD, TURN RIGHT (N.) ON
 JO0543'DIRT RD. FOR 3.2 MI. TO RD. FORKS (LEFT FORK GOES TO OLD HICKORY
 JO0543'MINE), CONTINUE STRAIGHT AHEAD ON RIGHT FORK (MAIN TRAVELED RD.) FOR
 JO0543'15.0 MI. TO A PASS (SUMMIT OF RD. IN SADDLE) AND END TRUCK TRAVEL.
 JO0543'PACK N. 2.0 MI. ALONG RIDGE TO HIGHEST TOP AND STATION.  ABOUT A 2
 JO0543'HOUR PACK.
 JO0543'
 JO0543'STATION MARK--STANDARD TABLET, STAMPED ---BEAVER 1958---, CEMENTED IN
 JO0543'OUTCROPPING OF BEDROCK.
 JO0543'
 JO0543'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, IN BASE OF JUNIPER TREE.
 JO0543'
 JO0543'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, IN BASE OF JUNIPER TREE.
 JO0543
 JO0543                          STATION RECOVERY (2020)
 JO0543
 JO0543'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (TWG)
 JO0543'COPPER NAIL AND WASHER REFERENCE MARKS WERE NOT FOUND.  NEW TO REACH
 JO0543'DIRECTIONS FROM THE INTERSECTION OF UT-21 AND UT-257 IN MILFORD GO
 JO0543'NORTH ON UT-257 FOR 22.5 MI (36.2 KM), THEN TURN WEST ONTO CRYSTAL
 JO0543'PEAK ROAD AND GO 8.6 MI (13.8 KM), THEN TURN SOUTH ONTO A MINOR JEEP
 JO0543'TRAIL AND GO 1.8 MI (2.9 KM) TO END OF VEHICLE TRAVEL.  FROM HERE HIKE
 JO0543'SOUTHEAST UP A RIDGE TO THE STATION.  ABOUT A 1.5 HOUR HIKE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0481 ***********************************************************************
 JM0481  DESIGNATION -  BEAVER
 JM0481  PID         -  JM0481
 JM0481  STATE/COUNTY-  UT/GRAND
 JM0481  COUNTRY     -  US
 JM0481  USGS QUAD   -  MOUNT WAAS (2017)
 JM0481
 JM0481                         *CURRENT SURVEY CONTROL
 JM0481  ______________________________________________________________________
 JM0481* NAD 83(1994) POSITION- 38 34 48.09451(N) 109 07 48.37902(W)   ADJUSTED
 JM0481* NAVD 88 ORTHO HEIGHT -  2657.3   (meters)     8718.    (feet) VERTCON3
 JM0481  ______________________________________________________________________
 JM0481  GEOID HEIGHT    -        -18.190 (meters)                     GEOID18
 JM0481  LAPLACE CORR    -          2.61  (seconds)                    DEFLEC18
 JM0481  HORZ ORDER      -  THIRD
 JM0481
 JM0481.The horizontal coordinates were established by classical geodetic methods
 JM0481.and adjusted by the National Geodetic Survey in November 1997.
 JM0481
 JM0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0481
 JM0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0481.GEOID18 height accuracy estimate available here.
 JM0481
 JM0481.Click photographs - Photos may exist for this station.
 JM0481
 JM0481.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0481
 JM0481. The following values were computed from the NAD 83(1994) position.
 JM0481
 JM0481;                    North         East     Units Scale Factor Converg.
 JM0481;SPC UT C     - 2,030,125.234   706,507.517   MT  1.00013631   +1 31 05.2
 JM0481;SPC UT C     - 6,660,502.54  2,317,933.41   sFT  1.00013631   +1 31 05.2
 JM0481;UTM  12      - 4,271,831.083   662,876.772   MT  0.99992670   +1 09 58.8
 JM0481
 JM0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0481!SPC UT C     -   0.99958608  x   1.00013631  =   0.99972234
 JM0481!UTM  12      -   0.99958608  x   0.99992670  =   0.99951281
 JM0481
 JM0481:                Primary Azimuth Mark                     Grid Az
 JM0481:SPC UT C     -  POLAR                                    349 34 59.5
 JM0481:UTM  12      -  POLAR                                    349 56 05.9
 JM0481
 JM0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH6287671831(NAD 83)
 JM0481
 JM0481|---------------------------------------------------------------------|
 JM0481| PID    Reference Object                     Distance      Geod. Az  |
 JM0481|                                                           dddmmss.s |
 JM0481| JM0482 POLAR                               APPROX. 8.7 KM 3510604.7 |
 JM0481|---------------------------------------------------------------------|
 JM0481
 JM0481                          SUPERSEDED SURVEY CONTROL
 JM0481
 JM0481  NAD 83(1992)-  38 34 48.08519(N)    109 07 48.38187(W) AD(       ) 3
 JM0481  NAD 83(1986)-  38 34 48.08376(N)    109 07 48.37858(W) AD(       ) 3
 JM0481  NAD 27      -  38 34 48.13738(N)    109 07 45.97524(W) AD(       ) 3
 JM0481  NGVD 29 (07/19/86) 2656.0    (m)         8714.     (f) VERT ANG       
 JM0481
 JM0481.Superseded values are not recommended for survey control.
 JM0481
 JM0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0481.See file dsdata.pdf to determine how the superseded data were derived.
 JM0481
 JM0481_MARKER: DB = BENCH MARK DISK
 JM0481_SETTING: 80 = SET IN A BOULDER
 JM0481_STAMPING: BEAVER 1954
 JM0481_MARK LOGO: USGS
 JM0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0481+STABILITY: SURFACE MOTION
 JM0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0481+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2009
 JM0481
 JM0481  HISTORY     - Date     Condition        Report By
 JM0481  HISTORY     - 1954     MONUMENTED       USGS
 JM0481  HISTORY     - 20091106 GOOD             GEOCAC
 JM0481
 JM0481                          STATION DESCRIPTION
 JM0481
 JM0481'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0481'LOCATED ABOUT 23 MI. E. OF MOAB, 11 MI. SW. OF GATEWAY, COLORADO, ON
 JM0481'SOUTH BEAVER MESA AND ON N. END OF A N-S. RIDGE, ABOUT 500 FT. E. OF
 JM0481'THE CASTLETON-GATEWAY ROADS, ON THE LOCALLY HIGHEST POINT AND 250 FT.
 JM0481'N. OF POLE FENCE, 26 FT. S. OF N. BREAK OF TOP AND 45 FT. E. OF W.
 JM0481'BREAK OF TOP.
 JM0481'
 JM0481'TO REACH FROM INTERSECTION OF STATE HIGHWAY 128 WITH U.S. HIGHWAY 160
 JM0481'AT THE S. END OF OLD BRIDGE OVER COLORADO RIVER (NEW BRIDGE UNDER
 JM0481'CONSTRUCTION) ABOUT 2 MI. N. OF MOAB, DRIVE EASTERLY ON STATE HIGHWAY
 JM0481'128 PER SIGN ---FISHER TOWERS--- FOR 15.7 MI. TO Y-FORKS, KEEP RIGHT
 JM0481'FORK PER SIGN ---POLAR MESA--- FOR 18.8 MI. ON MAIN RD. TO T-RD. S.,
 JM0481'TURN RIGHT PER SIGN ---GATEWAY, COLORADO--- FOR 5.0 MI. TO Y-FORKS,
 JM0481'TAKE LEFT FORK 1.3 MI. TO A TRACK RD. RIGHT.  STATION IS VISIBLE E. OF
 JM0481'THIS POINT.  (A FOUR-WHEEL DRIVE VEHICLE CAN FOLLOW TRACK TO TOP AND
 JM0481'STATION, ABOUT 0.5 MI.).
 JM0481'
 JM0481'STATION MARK--STANDARD TABLET STAMPED ---BEAVER 1954--- IN FLAT
 JM0481'BOULDER SET FLUSH WITH GROUND.
 JM0481'
 JM0481'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER CEMENTED IN ROCK SET
 JM0481'FLUSH WITH GROUND, 17.89 FT. FROM STATION MARK, S 40 DEG 26 MIN W.
 JM0481'
 JM0481'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED IN ROCK SET
 JM0481'FLUSH WITH GROUND, 13.94 FT. FROM STATION MARK, N 27 DEG 18 MIN W.
 JM0481
 JM0481                          STATION RECOVERY (2009)
 JM0481
 JM0481'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0481'RM 1 AND RM 2 ALSO FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0464 ***********************************************************************
 JN0464  DESIGNATION -  BEAVER
 JN0464  PID         -  JN0464
 JN0464  STATE/COUNTY-  UT/WAYNE
 JN0464  COUNTRY     -  US
 JN0464  USGS QUAD   -  ANGEL COVE (2017)
 JN0464
 JN0464                         *CURRENT SURVEY CONTROL
 JN0464  ______________________________________________________________________
 JN0464* NAD 83(1994) POSITION- 38 16 43.25720(N) 110 35 48.71869(W)   ADJUSTED
 JN0464* NAVD 88 ORTHO HEIGHT -  1542.5   (meters)     5061.    (feet) VERTCON3
 JN0464  ______________________________________________________________________
 JN0464  GEOID HEIGHT    -        -20.307 (meters)                     GEOID18
 JN0464  LAPLACE CORR    -          1.79  (seconds)                    DEFLEC18
 JN0464  HORZ ORDER      -  SECOND
 JN0464
 JN0464.The horizontal coordinates were established by classical geodetic methods
 JN0464.and adjusted by the National Geodetic Survey in November 1997.
 JN0464
 JN0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0464
 JN0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0464.GEOID18 height accuracy estimate available here.
 JN0464
 JN0464.Click photographs - Photos may exist for this station.
 JN0464
 JN0464.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0464
 JN0464. The following values were computed from the NAD 83(1994) position.
 JN0464
 JN0464;                    North         East     Units Scale Factor Converg.
 JN0464;SPC UT S     - 3,179,293.414   579,021.191   MT  0.99998849   +0 33 12.0
 JN0464;SPC UT S     -10,430,731.81  1,899,672.02   sFT  0.99998849   +0 33 12.0
 JN0464;UTM  12      - 4,236,813.008   535,259.769   MT  0.99961531   +0 14 59.1
 JN0464
 JN0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0464!SPC UT S     -   0.99976121  x   0.99998849  =   0.99974970
 JN0464!UTM  12      -   0.99976121  x   0.99961531  =   0.99937661
 JN0464
 JN0464:                Primary Azimuth Mark                     Grid Az
 JN0464:SPC UT S     -  BEAVER AZ MK                             156 27 48.2
 JN0464:UTM  12      -  BEAVER AZ MK                             156 46 01.1
 JN0464
 JN0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH3525936813(NAD 83)
 JN0464
 JN0464|---------------------------------------------------------------------|
 JN0464| PID    Reference Object                     Distance      Geod. Az  |
 JN0464|                                                           dddmmss.s |
 JN0464| CM6902 BEAVER RM 1                           7.468 METERS 09707     |
 JN0464| CM6901 BEAVER AZ MK                                       1570100.2 |
 JN0464| CM6903 BEAVER RM 2                           7.593 METERS 21429     |
 JN0464|---------------------------------------------------------------------|
 JN0464
 JN0464                          SUPERSEDED SURVEY CONTROL
 JN0464
 JN0464  NAD 83(1986)-  38 16 43.24980(N)    110 35 48.71627(W) AD(       ) 2
 JN0464  NAD 27      -  38 16 43.30415(N)    110 35 46.18097(W) AD(       ) 2
 JN0464  NGVD 29 (07/19/86) 1541.5    (m)         5057.     (f) VERT ANG       
 JN0464
 JN0464.Superseded values are not recommended for survey control.
 JN0464
 JN0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0464.See file dsdata.pdf to determine how the superseded data were derived.
 JN0464
 JN0464_MARKER: DS = TRIANGULATION STATION DISK
 JN0464_SETTING: 0 = UNSPECIFIED SETTING
 JN0464
 JN0464  HISTORY     - Date     Condition        Report By
 JN0464  HISTORY     - 1963     MONUMENTED       CGS
 JN0464
 JN0464                          STATION DESCRIPTION
 JN0464
 JN0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JN0464'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF HANKSVILLE,
 JN0464'3-1/2 MILES EAST OF UTAH STATE HIGHWAY 95 AND 2-1/2 MILES
 JN0464'WEST-NORTHWEST OF BEAVER WASH.
 JN0464'
 JN0464'TO REACH FROM THE FAA AIRPORT IN HANKSVILLE BY HELICOPTER, FLY
 JN0464'SOUTHEAST ON A TRUE COURSE OF 148 DEGREES FOR ABOUT 10 MILES TO
 JN0464'A LANDING ON THE NARROW RIDGE ABOUT 35 YARDS NORTHEAST OF THE
 JN0464'STATION.
 JN0464'
 JN0464'THE STATION MARK, STAMPED BEAVER 1963, IS A STANDARD DISK
 JN0464'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE SET IN CONCRETE.
 JN0464'IT PROJECTS 2-1/2 INCHES AND IS 21 FEET NORTHWEST OF THE SOUTH
 JN0464'EDGE OF THE RIDGE AND 16 FEET SOUTH OF THE NORTH EDGE OF THE
 JN0464'RIDGE.
 JN0464'
 JN0464'REFERENCE MARK 1, STAMPED BEAVER NO 1 1963, IS A STANDARD DISK
 JN0464'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE SET IN CONCRETE,
 JN0464'PROJECTING 3 INCHES.  IT IS 50 FEET SOUTHEAST OF THE NORTHWEST
 JN0464'EDGE OF THE RIDGE AND 20 FEET NORTHWEST OF THE SOUTH EDGE.
 JN0464'
 JN0464'REFERENCE MARK 2, STAMPED BEAVER NO 2 1963, IS A STANDARD
 JN0464'DISK WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE SET IN
 JN0464'CONCRETE.  IT PROJECTS 3 INCHES AND IS 11 FEET SOUTHEAST OF THE
 JN0464'NORTHWEST EDGE OF THE RIDGE.
 JN0464'
 JN0464'THE AZIMUTH MARK, STAMPED BEAVER 1963, IS A STANDARD DISK
 JN0464'CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE SANDSTONE OUTCROP
 JN0464'SOUTHEAST OF THE STATION.  IT IS ABOUT A 10 MINUTE PACK FROM THE
 JN0464'STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0521 ***********************************************************************
 KN0521  DESIGNATION -  BEAVER
 KN0521  PID         -  KN0521
 KN0521  STATE/COUNTY-  UT/CARBON
 KN0521  COUNTRY     -  US
 KN0521  USGS QUAD   -  KYUNE (2017)
 KN0521
 KN0521                         *CURRENT SURVEY CONTROL
 KN0521  ______________________________________________________________________
 KN0521* NAD 83(1994) POSITION- 39 45 21.33085(N) 110 59 28.92399(W)   ADJUSTED
 KN0521* NAVD 88 ORTHO HEIGHT -  2989.    (meters)     9806.    (feet) VERTCON3
 KN0521  ______________________________________________________________________
 KN0521  GEOID HEIGHT    -        -15.814 (meters)                     GEOID18
 KN0521  LAPLACE CORR    -          3.18  (seconds)                    DEFLEC18
 KN0521  HORZ ORDER      -  THIRD
 KN0521
 KN0521.The horizontal coordinates were established by classical geodetic methods
 KN0521.and adjusted by the National Geodetic Survey in November 1997.
 KN0521
 KN0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0521
 KN0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0521.GEOID18 height accuracy estimate available here.
 KN0521
 KN0521.Click photographs - Photos may exist for this station.
 KN0521
 KN0521.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0521
 KN0521. The following values were computed from the NAD 83(1994) position.
 KN0521
 KN0521;                    North         East     Units Scale Factor Converg.
 KN0521;SPC UT C     - 2,158,057.799   543,583.710   MT  0.99989977   +0 19 32.9
 KN0521;SPC UT C     - 7,080,227.96  1,783,407.56   sFT  0.99989977   +0 19 32.9
 KN0521;UTM  12      - 4,400,667.915   500,739.461   MT  0.99960001   +0 00 19.9
 KN0521
 KN0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0521!SPC UT C     -   0.99953372  x   0.99989977  =   0.99943354
 KN0521!UTM  12      -   0.99953372  x   0.99960001  =   0.99913392
 KN0521
 KN0521:                Primary Azimuth Mark                     Grid Az
 KN0521:SPC UT C     -  FORD                                     096 08 36.2
 KN0521:UTM  12      -  FORD                                     096 27 49.2
 KN0521
 KN0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK0073900667(NAD 83)
 KN0521
 KN0521|---------------------------------------------------------------------|
 KN0521| PID    Reference Object                     Distance      Geod. Az  |
 KN0521|                                                           dddmmss.s |
 KN0521| KN0520 FORD                                APPROX. 2.7 KM 0962809.1 |
 KN0521|---------------------------------------------------------------------|
 KN0521
 KN0521                          SUPERSEDED SURVEY CONTROL
 KN0521
 KN0521  NAD 83(1993)-  39 45 21.33000(N)    110 59 28.92020(W) AD(       ) 3
 KN0521  NAD 83(1986)-  39 45 21.31967(N)    110 59 28.91933(W) AD(       ) 3
 KN0521  NAD 27      -  39 45 21.46747(N)    110 59 26.32966(W) AD(       ) 3
 KN0521  NGVD 29 (07/19/86) 2988.     (m)         9803.     (f) VERT ANG       
 KN0521
 KN0521.Superseded values are not recommended for survey control.
 KN0521
 KN0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0521.See file dsdata.pdf to determine how the superseded data were derived.
 KN0521
 KN0521_MARKER: DD = SURVEY DISK
 KN0521_SETTING: 0 = UNSPECIFIED SETTING
 KN0521_STAMPING: BEAVER 1937 1910
 KN0521_MARK LOGO: USGS
 KN0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KN0521+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 KN0521
 KN0521  HISTORY     - Date     Condition        Report By
 KN0521  HISTORY     - 1910     MONUMENTED       USGS
 KN0521  HISTORY     - 20040808 GOOD             INDIV
 KN0521
 KN0521                          STATION DESCRIPTION
 KN0521
 KN0521'DESCRIBED BY US GEOLOGICAL SURVEY 1910
 KN0521'LOCATED ABOUT 7 MI. SE. OF COLTON, 4 MI. S. OF KYUNE, 2 MI. E. OF
 KN0521'RICHARDSONS SHEEP RANCH ON BEAVER CREEK, ON HIGHEST GRASSY HILL OF
 KN0521'FORD RIDGE BETWEEN BEAVER AND SPRING CREEKS.  THE HILL IS VERY
 KN0521'PROMINENT AND IS VISIBLE FROM ALL DIRECTIONS.  THE STATION IS EASILY
 KN0521'REACHED FROM KYUNE OR BEAVER CREEK SIDE.
 KN0521'
 KN0521'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 50 AND THE DETOUR
 KN0521'U.S. HIGHWAYS 6 AND 50 (THIS POINT IS ABOUT 9 MI. SE. OF SOLDIER
 KN0521'SUMMIT ALONG U.S. HIGHWAYS 6 AND 50), GO W. ON U.S. HIGHWAYS 6 AND
 KN0521'50 FOR 0.7 MI. TO A RD. FORK, TURN SHARP LEFT ONTO AN OLD HIGHWAY
 KN0521'AND GO E. FOR 0.7 MI. TO A RD. FORK, TAKE RIGHT FORK UP A HILL AND
 KN0521'GO SW. FOR 5.5 MI. TO THE HIGHEST POINT ON THE RIDGE AND THE STATION.
 KN0521'THIS STATION IS AMONG A GROUP OF RADIO FACILITIES AND IS NEXT TO THE
 KN0521'W. SIDE OF ONE OF THE FACILITIES.
 KN0521'
 KN0521'STATION MARK--A STANDARD TABLET, STAMPED ---BEAVER 1937 1910---.
 KN0521'
 KN0521'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---1---,
 KN0521'CEMENTED IN NATURALLY EMBEDDED BOULDER.
 KN0521'
 KN0521'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---2---.
 KN0521
 KN0521                          STATION RECOVERY (2004)
 KN0521
 KN0521'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HDM)
 KN0521'STATION MARK IS 7 PACES WEST OF SW CORNER OF RADIO FACILITY BUILDING.
 KN0521'RM1 IS 7 PACES WEST OF STATION MARK.  RM2 NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0578 ***********************************************************************
 LN0578  DESIGNATION -  BEAVER
 LN0578  PID         -  LN0578
 LN0578  STATE/COUNTY-  UT/DAGGETT
 LN0578  COUNTRY     -  US
 LN0578  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 LN0578
 LN0578                         *CURRENT SURVEY CONTROL
 LN0578  ______________________________________________________________________
 LN0578* NAD 83(1994) POSITION- 40 57 01.62123(N) 109 06 35.87118(W)   ADJUSTED
 LN0578* NAVD 88 ORTHO HEIGHT -  2530.2   (meters)     8301.    (feet) VERTCON3
 LN0578  ______________________________________________________________________
 LN0578  GEOID HEIGHT    -        -14.036 (meters)                     GEOID18
 LN0578  LAPLACE CORR    -          0.30  (seconds)                    DEFLEC18
 LN0578  HORZ ORDER      -  THIRD
 LN0578
 LN0578.The horizontal coordinates were established by classical geodetic methods
 LN0578.and adjusted by the National Geodetic Survey in November 1997.
 LN0578
 LN0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0578
 LN0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0578.GEOID18 height accuracy estimate available here.
 LN0578
 LN0578.Click photographs - Photos may exist for this station.
 LN0578
 LN0578.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0578
 LN0578. The following values were computed from the NAD 83(1994) position.
 LN0578
 LN0578;                    North         East     Units Scale Factor Converg.
 LN0578;SPC UT N     - 1,071,297.386   701,205.312   MT  0.99997050   +1 34 33.2
 LN0578;SPC UT N     - 3,514,748.17  2,300,537.76   sFT  0.99997050   +1 34 33.2
 LN0578;UTM  12      - 4,534,976.582   659,078.007   MT  0.99991147   +1 14 20.4
 LN0578
 LN0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0578!SPC UT N     -   0.99960547  x   0.99997050  =   0.99957598
 LN0578!UTM  12      -   0.99960547  x   0.99991147  =   0.99951698
 LN0578
 LN0578:                Primary Azimuth Mark                     Grid Az
 LN0578:SPC UT N     -  33 HJH                                   333 29 01.2
 LN0578:UTM  12      -  33 HJH                                   333 49 14.0
 LN0578
 LN0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL5907834976(NAD 83)
 LN0578
 LN0578|---------------------------------------------------------------------|
 LN0578| PID    Reference Object                     Distance      Geod. Az  |
 LN0578|                                                           dddmmss.s |
 LN0578| LN0579 33 HJH                              APPROX. 2.6 KM 3350334.4 |
 LN0578|---------------------------------------------------------------------|
 LN0578
 LN0578                          SUPERSEDED SURVEY CONTROL
 LN0578
 LN0578  NAD 83(1993)-  40 57 01.62184(N)    109 06 35.87007(W) AD(       ) 3
 LN0578  NAD 83(1992)-  40 57 01.60511(N)    109 06 35.85820(W) AD(       ) 3
 LN0578  NAD 83(1986)-  40 57 01.60374(N)    109 06 35.86173(W) AD(       ) 3
 LN0578  NAD 27      -  40 57 01.74900(N)    109 06 33.41112(W) AD(       ) 3
 LN0578  NGVD 29 (07/19/86) 2528.8    (m)         8297.     (f) VERT ANG       
 LN0578
 LN0578.Superseded values are not recommended for survey control.
 LN0578
 LN0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0578.See file dsdata.pdf to determine how the superseded data were derived.
 LN0578
 LN0578_MARKER: DD = SURVEY DISK
 LN0578_SETTING: 66 = SET IN ROCK OUTCROP
 LN0578_STAMPING: BEAVER 1950
 LN0578_MARK LOGO: USGS
 LN0578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0578+STABILITY: POSITION/ELEVATION WELL
 LN0578
 LN0578  HISTORY     - Date     Condition        Report By
 LN0578  HISTORY     - 1950     MONUMENTED       USGS
 LN0578
 LN0578                          STATION DESCRIPTION
 LN0578
 LN0578'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LN0578'LOCATED ABOUT 6.5 MI. SE. OF CLAY BASIN CAMP AND 7 MI. N. OF BROWNS
 LN0578'PARK, ON A PROMINIENT WHITE TOPPED HILL.
 LN0578'
 LN0578'TO REACH FROM CLAY BASIN DRIVE S. ON MAIN BROWNS PARK RD. FOR 4.3 MI.
 LN0578'TO BRIDGE AND RD. GOING UP DUGWAY ON S. SIDE OF SPUR. TURN LEFT UP
 LN0578'DUGWAY FOR 1.7 MI. ALONG MAIN TRAVELED RD. TO RD. FORKS AT EDGE OF
 LN0578'GULCH, TURN RIGHT AND GO 0.8 MI. TO A LARGE SPRING AND E.T.T. PACK SE.
 LN0578'TO TOP OF RIDGE AND STATION.  HILL IS STEEP AND ROCKY AS SEEN FROM
 LN0578'SPRING. A 45 MINUTE PACK.
 LN0578'
 LN0578'STATION MARK - STANDARD TABLET, STAMPED ---BEAVER 1950--- SET DOWN IN
 LN0578'PROJECTING BEDROCK.
 LN0578'
 LN0578'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 LN0578'---1 1950--- SET IN BEDROCK, 11.42 FT. FROM STATION MARK,
 LN0578'N 58 DEG 56 MIN E.
 LN0578'
 LN0578'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED
 LN0578'---2 1950--- SET IN BEDROCK, 12.36 FT. FROM STATION MARK,
 LN0578'S 04 DEG 44 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1036 ***********************************************************************
 LO1036  DESIGNATION -  BEAVER
 LO1036  PID         -  LO1036
 LO1036  STATE/COUNTY-  UT/SUMMIT
 LO1036  COUNTRY     -  US
 LO1036  USGS QUAD   -  HOLE IN THE ROCK (2017)
 LO1036
 LO1036                         *CURRENT SURVEY CONTROL
 LO1036  ______________________________________________________________________
 LO1036* NAD 83(1994) POSITION- 40 56 16.55247(N) 110 12 23.87809(W)   ADJUSTED
 LO1036* NAVD 88 ORTHO HEIGHT -  2992.8   (meters)     9819.    (feet) VERTCON3
 LO1036  ______________________________________________________________________
 LO1036  GEOID HEIGHT    -        -12.425 (meters)                     GEOID18
 LO1036  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC18
 LO1036  HORZ ORDER      -  THIRD
 LO1036
 LO1036.The horizontal coordinates were established by classical geodetic methods
 LO1036.and adjusted by the National Geodetic Survey in November 1997.
 LO1036
 LO1036.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1036
 LO1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1036.GEOID18 height accuracy estimate available here.
 LO1036
 LO1036.Click photographs - Photos may exist for this station.
 LO1036
 LO1036.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1036
 LO1036. The following values were computed from the NAD 83(1994) position.
 LO1036
 LO1036;                    North         East     Units Scale Factor Converg.
 LO1036;SPC UT N     - 1,067,950.500   608,912.599   MT  0.99997166   +0 51 10.0
 LO1036;SPC UT N     - 3,503,767.60  1,997,740.75   sFT  0.99997166   +0 51 10.0
 LO1036;UTM  12      - 4,532,169.866   566,786.256   MT  0.99965490   +0 31 11.5
 LO1036
 LO1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1036!SPC UT N     -   0.99953271  x   0.99997166  =   0.99950438
 LO1036!UTM  12      -   0.99953271  x   0.99965490  =   0.99918777
 LO1036
 LO1036:                Primary Azimuth Mark                     Grid Az
 LO1036:SPC UT N     -  BETSY                                    319 32 47.6
 LO1036:UTM  12      -  BETSY                                    319 52 46.1
 LO1036
 LO1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL6678632169(NAD 83)
 LO1036
 LO1036|---------------------------------------------------------------------|
 LO1036| PID    Reference Object                     Distance      Geod. Az  |
 LO1036|                                                           dddmmss.s |
 LO1036| LO1054 BETSY                               APPROX. 8.4 KM 3202357.6 |
 LO1036|---------------------------------------------------------------------|
 LO1036
 LO1036                          SUPERSEDED SURVEY CONTROL
 LO1036
 LO1036  NAD 83(1993)-  40 56 16.55228(N)    110 12 23.87802(W) AD(       ) 3
 LO1036  NAD 83(1986)-  40 56 16.53076(N)    110 12 23.87020(W) AD(       ) 3
 LO1036  NAD 27      -  40 56 16.70454(N)    110 12 21.30082(W) AD(       ) 3
 LO1036  NGVD 29 (07/19/86) 2991.3    (m)         9814.     (f) VERT ANG       
 LO1036
 LO1036.Superseded values are not recommended for survey control.
 LO1036
 LO1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1036.See file dsdata.pdf to determine how the superseded data were derived.
 LO1036
 LO1036_MARKER: DD = SURVEY DISK
 LO1036_SETTING: 66 = SET IN ROCK OUTCROP
 LO1036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO1036+STABILITY: POSITION/ELEVATION WELL
 LO1036
 LO1036  HISTORY     - Date     Condition        Report By
 LO1036  HISTORY     - 1965     MONUMENTED       USGS
 LO1036
 LO1036                          STATION DESCRIPTION
 LO1036
 LO1036'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 LO1036'LOCATED ABOUT 9.5 MI. ESE. OF BRIDGER LAKE, ABOUT 2.5 MI. SW. OF HOLE
 LO1036'IN ROCK GUARD STATION, ON HIGH POINT OF HOGBACK RIDGE N. OF WILLOW
 LO1036'PARK.
 LO1036'
 LO1036'TO REACH FROM POST OFFICE IN MOUNTAINVIEW, WYOMING, GO 1/2 BLOCK E.
 LO1036'AND 1 BLOCK N. ON WYOMING SECONDARY ROAD 101, FOLLOW THIS HIGHWAY FOR
 LO1036'6.5 MI. TO BEND IN HIGHWAY AND RD. JUNCTION, PROCEED S. ON GRAVEL RD.
 LO1036'FOR 5 MI. TO RD. FORK, CONTINUE STRAIGHT AHEAD FOR 2.9 MI. TO Y-FORK,
 LO1036'TAKE LEFT FORK FOR 4.7 MI. TO A RD. FORK, TAKE LEFT FORK FOR 4.5 MI.
 LO1036'TO DAHLGREN CAMP, CONTINUE ON MAIN RD. FOR 5.1 MI. TO HENRYS FORK
 LO1036'CREEK, CROSS BRIDGE FOR 5.7 MI. TO T-FORK E., TURN E. (RIGHT) FOR
 LO1036'0.7 MI. TO T-FORK S., CONTINUE STRAIGHT AHEAD FOR 0.2 MI. TO W. FORK
 LO1036'OF BEAVER CREEK, CONTINUE ON MAIN TRAVELED RD. FOR 1.6 MI. TO SADDLE,
 LO1036'TURN LEFT ON DIM TRACKS AND GO UP STEEP GRADE FOR 0.2 MI. TO END OF
 LO1036'TRUCK TRAVEL.  PACK NNE. UP TO HIGH POINT AND STATION.  A 20 MINUTE
 LO1036'PACK.
 LO1036'
 LO1036'STATION MARK--STANDARD TABLET, STAMPED ---BEAVER 1965---, CEMENTED
 LO1036'ON TOP OF BEDROCK.
 LO1036'
 LO1036'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED
 LO1036'---BEAVER 1 1965---, CEMENTED IN ROCK, 1 FT. BELOW STATION MARK.
 LO1036'
 LO1036'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED
 LO1036'---BEAVER 2 1965---, CEMENTED IN ROCK, LEVEL WITH STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0511 ***********************************************************************
 JO0511  DESIGNATION -  BEAVER BROOKLWN MILK PLT S STK
 JO0511  PID         -  JO0511
 JO0511  STATE/COUNTY-  UT/BEAVER
 JO0511  COUNTRY     -  US
 JO0511  USGS QUAD   -  BEAVER (2017)
 JO0511
 JO0511                         *CURRENT SURVEY CONTROL
 JO0511  ______________________________________________________________________
 JO0511* NAD 83(1994) POSITION- 38 16 23.99340(N) 112 39 32.84555(W)   ADJUSTED
 JO0511  ______________________________________________________________________
 JO0511  GEOID HEIGHT    -        -20.302 (meters)                     GEOID18
 JO0511  LAPLACE CORR    -          8.47  (seconds)                    DEFLEC18
 JO0511  HORZ ORDER      -  THIRD
 JO0511
 JO0511.The horizontal coordinates were established by classical geodetic methods
 JO0511.and adjusted by the National Geodetic Survey in November 1997.
 JO0511
 JO0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0511.GEOID18 height accuracy estimate available here.
 JO0511
 JO0511.Click photographs - Photos may exist for this station.
 JO0511
 JO0511.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0511
 JO0511. The following values were computed from the NAD 83(1994) position.
 JO0511
 JO0511;                    North         East     Units Scale Factor Converg.
 JO0511;SPC UT S     - 3,178,946.459   398,574.189   MT  0.99998768   -0 42 36.6
 JO0511;SPC UT S     -10,429,593.51  1,307,655.49   sFT  0.99998768   -0 42 36.6
 JO0511;UTM  12      - 4,237,444.181   354,870.918   MT  0.99985940   -1 01 40.3
 JO0511
 JO0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH5487037444(NAD 83)
 JO0511
 JO0511                          SUPERSEDED SURVEY CONTROL
 JO0511
 JO0511  NAD 83(1986)-  38 16 23.98970(N)    112 39 32.84452(W) AD(       ) 3
 JO0511  NAD 27      -  38 16 24.09800(N)    112 39 30.05000(W) AD(       ) 3
 JO0511
 JO0511.Superseded values are not recommended for survey control.
 JO0511
 JO0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0511.See file dsdata.pdf to determine how the superseded data were derived.
 JO0511
 JO0511_MARKER: 63 = STACK
 JO0511
 JO0511  HISTORY     - Date     Condition        Report By
 JO0511  HISTORY     - 1938     FIRST OBSERVED   CGS
 JO0511
 JO0511                          STATION DESCRIPTION
 JO0511
 JO0511'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0514 ***********************************************************************
 JO0514  DESIGNATION -  BEAVER BROOKLWN MILK PLT N STK
 JO0514  PID         -  JO0514
 JO0514  STATE/COUNTY-  UT/BEAVER
 JO0514  COUNTRY     -  US
 JO0514  USGS QUAD   -  BEAVER (2017)
 JO0514
 JO0514                         *CURRENT SURVEY CONTROL
 JO0514  ______________________________________________________________________
 JO0514* NAD 83(1994) POSITION- 38 16 24.12244(N) 112 39 32.86297(W)   ADJUSTED
 JO0514* NAVD 88 ORTHO HEIGHT -  1819.3   (meters)     5969.    (feet) VERTCON3
 JO0514  ______________________________________________________________________
 JO0514  GEOID HEIGHT    -        -20.302 (meters)                     GEOID18
 JO0514  LAPLACE CORR    -          8.47  (seconds)                    DEFLEC18
 JO0514  HORZ ORDER      -  THIRD
 JO0514
 JO0514.The horizontal coordinates were established by classical geodetic methods
 JO0514.and adjusted by the National Geodetic Survey in November 1997.
 JO0514
 JO0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0514
 JO0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0514.GEOID18 height accuracy estimate available here.
 JO0514
 JO0514.Click photographs - Photos may exist for this station.
 JO0514
 JO0514.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0514
 JO0514. The following values were computed from the NAD 83(1994) position.
 JO0514
 JO0514;                    North         East     Units Scale Factor Converg.
 JO0514;SPC UT S     - 3,178,950.442   398,573.815   MT  0.99998769   -0 42 36.7
 JO0514;SPC UT S     -10,429,606.58  1,307,654.26   sFT  0.99998769   -0 42 36.7
 JO0514;UTM  12      - 4,237,448.166   354,870.566   MT  0.99985940   -1 01 40.3
 JO0514
 JO0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0514!SPC UT S     -   0.99971780  x   0.99998769  =   0.99970549
 JO0514!UTM  12      -   0.99971780  x   0.99985940  =   0.99957724
 JO0514
 JO0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH5487037448(NAD 83)
 JO0514
 JO0514                          SUPERSEDED SURVEY CONTROL
 JO0514
 JO0514  NAD 83(1986)-  38 16 24.11860(N)    112 39 32.85991(W) AD(       ) 3
 JO0514  NAD 27      -  38 16 24.22500(N)    112 39 30.06300(W) AD(       ) 3
 JO0514  NGVD 29 (07/19/86) 1818.1    (m)         5965.     (f) VERT ANG       
 JO0514
 JO0514.Superseded values are not recommended for survey control.
 JO0514
 JO0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0514.See file dsdata.pdf to determine how the superseded data were derived.
 JO0514
 JO0514_MARKER: 63 = STACK
 JO0514
 JO0514  HISTORY     - Date     Condition        Report By
 JO0514  HISTORY     - 1938     FIRST OBSERVED   CGS
 JO0514  HISTORY     - 1971     GOOD             USGS
 JO0514
 JO0514                          STATION DESCRIPTION
 JO0514
 JO0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JO0514'POINTS INTERSECTED WERE THE TWIN STACKS OF THE BROOKLAWN DRY
 JO0514'MILK PLANT WHICH ARE OF METAL ABOUT 2 FT. IN DIAMETER AND ABOUT
 JO0514'SIXTY FEET IN HEIGHT.  THEY SET ON A N AND S LINE AND ARE ABOUT
 JO0514'THIRTY FEET APART.
 JO0514'
 JO0514'THE PLANT IS LOCATED 0.7 MILE W OF CITY HALL OF BEAVER, UTAH,
 JO0514'AND IS ON S SIDE OF UTAH 31, BEING ABOUT 300 FEET FROM HIGHWAY.
 JO0514
 JO0514                          STATION RECOVERY (1971)
 JO0514
 JO0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JO0514'RECOVERED AS DESCRIBED WITH THE FOLLOWING NOTE
 JO0514'
 JO0514'THE MANAGER OF THE BEAVER BROOKLAWN DRY MILK PLANT SAYS BOTH THE N.
 JO0514'STACK AND THE S. STACK HAVE BEEN REPLACED BUT THEY REMAIN IN THE
 JO0514'SAME POSITION.  THE N. STACK IS ABOUT 120 FT. HIGH AND THE S. STACK
 JO0514'IS 90 FT. HIGH.
 JO0514'
 JO0514'STATION MARK--TWIN STACKS OF THE ---BROOKLAWN DRY MILK PLANT---.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0512 ***********************************************************************
 JO0512  DESIGNATION -  BEAVER COURTHOUSE CLOCK TOWER
 JO0512  PID         -  JO0512
 JO0512  STATE/COUNTY-  UT/BEAVER
 JO0512  COUNTRY     -  US
 JO0512  USGS QUAD   -  BEAVER (2017)
 JO0512
 JO0512                         *CURRENT SURVEY CONTROL
 JO0512  ______________________________________________________________________
 JO0512* NAD 83(1994) POSITION- 38 16 26.38217(N) 112 38 23.28400(W)   ADJUSTED
 JO0512* NAVD 88 ORTHO HEIGHT -  1819.    (meters)     5968.    (feet) SCALED
 JO0512  ______________________________________________________________________
 JO0512  GEOID HEIGHT    -        -20.209 (meters)                     GEOID18
 JO0512  LAPLACE CORR    -          9.47  (seconds)                    DEFLEC18
 JO0512  HORZ ORDER      -  THIRD
 JO0512
 JO0512.The horizontal coordinates were established by classical geodetic methods
 JO0512.and adjusted by the National Geodetic Survey in November 1997.
 JO0512
 JO0512.The orthometric height was scaled from a topographic map.
 JO0512
 JO0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0512.GEOID18 height accuracy estimate available here.
 JO0512
 JO0512.Click photographs - Photos may exist for this station.
 JO0512
 JO0512.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0512
 JO0512. The following values were computed from the NAD 83(1994) position.
 JO0512
 JO0512;                    North         East     Units Scale Factor Converg.
 JO0512;SPC UT S     - 3,178,999.325   400,265.776   MT  0.99998778   -0 41 54.0
 JO0512;SPC UT S     -10,429,766.95  1,313,205.30   sFT  0.99998778   -0 41 54.0
 JO0512;UTM  12      - 4,237,487.663   356,562.550   MT  0.99985339   -1 00 57.3
 JO0512
 JO0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0512!SPC UT S     -   0.99971780  x   0.99998778  =   0.99970558
 JO0512!UTM  12      -   0.99971780  x   0.99985339  =   0.99957123
 JO0512
 JO0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH5656237487(NAD 83)
 JO0512
 JO0512                          SUPERSEDED SURVEY CONTROL
 JO0512
 JO0512  NAD 83(1986)-  38 16 26.37846(N)    112 38 23.28107(W) AD(       ) 3
 JO0512  NAD 27      -  38 16 26.48300(N)    112 38 20.48600(W) AD(       ) 3
 JO0512
 JO0512.Superseded values are not recommended for survey control.
 JO0512
 JO0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0512.See file dsdata.pdf to determine how the superseded data were derived.
 JO0512
 JO0512_MARKER: 55 = TOWER
 JO0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JO0512+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2010
 JO0512
 JO0512  HISTORY     - Date     Condition        Report By
 JO0512  HISTORY     - 1938     FIRST OBSERVED   CGS
 JO0512  HISTORY     - 1971     GOOD             USGS
 JO0512  HISTORY     - 20100805 GOOD             GEOCAC
 JO0512  HISTORY     - 20180612 GOOD             NGS
 JO0512
 JO0512                          STATION DESCRIPTION
 JO0512
 JO0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JO0512'OBJECT INTERSECTED IS CLOCK TOWER ATOP COUNTY COURTHOUSE.
 JO0512'COURTHOUSE IS A THREE-STORY RED BRICK BUILDING LOCATED ONE
 JO0512'BLOCK E OF U.S. 91, THE MAIN STREET OF BEAVER, AND ON NE CORNER
 JO0512'OF FIRST BLOCK E OF CITY HALL AND CITY PARK.
 JO0512'
 JO0512'CLOCK TOWER EXTENDS ABOVE BUILDING, HAS A CUPOLA-SHAPED TOP
 JO0512'WITH A WEATHER VANE ON TOP, AND A CLOCK BELOW CUPOLA.
 JO0512
 JO0512                          STATION RECOVERY (1971)
 JO0512
 JO0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JO0512'RECOVERED IN GOOD CONDITION.
 JO0512'
 JO0512'STATION MARK--CLOCK TOWER, ATOP COUNTY COURTHOUSE.
 JO0512
 JO0512                          STATION RECOVERY (2010)
 JO0512
 JO0512'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 JO0512'STILL STANDING.  DID NOT LOOK FOR AND DID NOT FIND JO0158 NEARBY.
 JO0512'
 JO0512
 JO0512                          STATION RECOVERY (2018)
 JO0512
 JO0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 JO0512'FORMER COURT HOUSE BUILDING.  IS NOW USED AS DAUGHTERS OF UTAH
 JO0512'PIONEERS MUSEUM.  AT SOUTHWEST CORNER OF CENTER ST.=BEAVER BOULEVARD.
 JO0512'AND 100 EAST ROAD=CHAMPIONSHIP WAY.  ONE BLOCK EAST OF ROUTES UT 21,
 JO0512'UT 160 AND BL 15.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0810 ***********************************************************************
 HN0810  DESIGNATION -  BECK
 HN0810  PID         -  HN0810
 HN0810  STATE/COUNTY-  UT/GARFIELD
 HN0810  COUNTRY     -  US
 HN0810  USGS QUAD   -  POSY LAKE (2017)
 HN0810
 HN0810                         *CURRENT SURVEY CONTROL
 HN0810  ______________________________________________________________________
 HN0810* NAD 83(1994) POSITION- 37 55 53.34578(N) 111 44 12.67670(W)   ADJUSTED
 HN0810* NAVD 88 ORTHO HEIGHT -  3187.4   (meters)    10457.    (feet) VERTCON3
 HN0810  ______________________________________________________________________
 HN0810  GEOID HEIGHT    -        -18.630 (meters)                     GEOID18
 HN0810  LAPLACE CORR    -         -3.45  (seconds)                    DEFLEC18
 HN0810  HORZ ORDER      -  THIRD
 HN0810
 HN0810.The horizontal coordinates were established by classical geodetic methods
 HN0810.and adjusted by the National Geodetic Survey in November 1997.
 HN0810
 HN0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0810
 HN0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0810.GEOID18 height accuracy estimate available here.
 HN0810
 HN0810.Click photographs - Photos may exist for this station.
 HN0810
 HN0810.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0810
 HN0810. The following values were computed from the NAD 83(1994) position.
 HN0810
 HN0810;                    North         East     Units Scale Factor Converg.
 HN0810;SPC UT S     - 3,140,401.014   479,178.102   MT  0.99995460   -0 08 42.4
 HN0810;SPC UT S     -10,303,132.33  1,572,103.49   sFT  0.99995460   -0 08 42.4
 HN0810;UTM  12      - 4,198,469.146   435,245.548   MT  0.99965164   -0 27 10.7
 HN0810
 HN0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0810!SPC UT S     -   0.99950302  x   0.99995460  =   0.99945765
 HN0810!UTM  12      -   0.99950302  x   0.99965164  =   0.99915484
 HN0810
 HN0810:                Primary Azimuth Mark                     Grid Az
 HN0810:SPC UT S     -  SKULL                                    145 06 15.4
 HN0810:UTM  12      -  SKULL                                    145 24 43.7
 HN0810
 HN0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG3524598469(NAD 83)
 HN0810
 HN0810|---------------------------------------------------------------------|
 HN0810| PID    Reference Object                     Distance      Geod. Az  |
 HN0810|                                                           dddmmss.s |
 HN0810| HN0809 SKULL                               APPROX. 7.1 KM 1445733.0 |
 HN0810|---------------------------------------------------------------------|
 HN0810
 HN0810                          SUPERSEDED SURVEY CONTROL
 HN0810
 HN0810  NAD 83(1986)-  37 55 53.34214(N)    111 44 12.68270(W) AD(       ) 3
 HN0810  NAD 27      -  37 55 53.39577(N)    111 44 10.02623(W) AD(       ) 3
 HN0810  NGVD 29 (07/19/86) 3185.8    (m)        10452.     (f) VERT ANG       
 HN0810
 HN0810.Superseded values are not recommended for survey control.
 HN0810
 HN0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0810.See file dsdata.pdf to determine how the superseded data were derived.
 HN0810
 HN0810_MARKER: DD = SURVEY DISK
 HN0810_SETTING: 80 = SET IN A BOULDER
 HN0810_STAMPING: BECK 1959
 HN0810_MARK LOGO: USGS
 HN0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0810+STABILITY: SURFACE MOTION
 HN0810
 HN0810  HISTORY     - Date     Condition        Report By
 HN0810  HISTORY     - 1959     MONUMENTED       USGS
 HN0810
 HN0810                          STATION DESCRIPTION
 HN0810
 HN0810'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0810'LOCATED ABOUT 8 MI. NW. OF ESCALANTE, ABOUT 5 MI. (AIRLINE) SE. OF
 HN0810'CLAYTON RANGER STATION AT THE EXTREME SOUTHERN POINT OF A POINT ON
 HN0810'THE AQUARIUS PLATEAU, ON THE POINT OF A PLATEAU JUST AFTER IT BREAKS
 HN0810'OFF TO A SMALL SADDLE LEADING TO A SMALL PROMINENT TOP.  STATION
 HN0810'REACHED BY HELICOPTER.
 HN0810'
 HN0810'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---BECK 1959---,
 HN0810'CEMENTED IN DRILL HOLE IN LARGE BOULDER.
 HN0810'
 HN0810'REFERENCE MARK NO. 1--STANDARD BRONZE TABLET, STAMPED ---NO 1
 HN0810'1959---, CEMENTED IN DRILL HOLE IN LARGE BOULDER, 23.13 FT. FROM
 HN0810'STATION MARK, S 61 DEG 39 MIN W.
 HN0810'
 HN0810'REFERENCE MARK NO. 2--COPPER NAIL WITH WASHER, SET IN BLAZE ON 18 IN.
 HN0810'FIR TREE, 14.25 FT. FROM STATION MARK, S 84 DEG 12 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0757 ***********************************************************************
 LO0757  DESIGNATION -  BECK
 LO0757  PID         -  LO0757
 LO0757  STATE/COUNTY-  UT/UTAH
 LO0757  COUNTRY     -  US
 LO0757  USGS QUAD   -  BILLIES MOUNTAIN (2017)
 LO0757
 LO0757                         *CURRENT SURVEY CONTROL
 LO0757  ______________________________________________________________________
 LO0757* NAD 83(1994) POSITION- 40 04 37.53952(N) 111 23 33.23332(W)   ADJUSTED
 LO0757* NAVD 88 ORTHO HEIGHT -  1676.7   (meters)     5501.    (feet) VERTCON3
 LO0757  ______________________________________________________________________
 LO0757  GEOID HEIGHT    -        -16.379 (meters)                     GEOID18
 LO0757  LAPLACE CORR    -          8.13  (seconds)                    DEFLEC18
 LO0757  HORZ ORDER      -  FIRST
 LO0757
 LO0757.The horizontal coordinates were established by classical geodetic methods
 LO0757.and adjusted by the National Geodetic Survey in November 1997.
 LO0757
 LO0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0757
 LO0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0757.GEOID18 height accuracy estimate available here.
 LO0757
 LO0757.Click photographs - Photos may exist for this station.
 LO0757
 LO0757.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0757
 LO0757. The following values were computed from the NAD 83(1994) position.
 LO0757
 LO0757;                    North         East     Units Scale Factor Converg.
 LO0757;SPC UT C     - 2,193,596.230   509,163.132   MT  0.99990772   +0 04 07.8
 LO0757;SPC UT C     - 7,196,823.63  1,670,479.38   sFT  0.99990772   +0 04 07.8
 LO0757;UTM  12      - 4,436,387.815   466,528.455   MT  0.99961379   -0 15 09.9
 LO0757
 LO0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0757!SPC UT C     -   0.99973960  x   0.99990772  =   0.99964734
 LO0757!UTM  12      -   0.99973960  x   0.99961379  =   0.99935349
 LO0757
 LO0757:                Primary Azimuth Mark                     Grid Az
 LO0757:SPC UT C     -  BECK AZ MK                               170 32 08.9
 LO0757:UTM  12      -  BECK AZ MK                               170 51 26.6
 LO0757
 LO0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK6652836387(NAD 83)
 LO0757
 LO0757|---------------------------------------------------------------------|
 LO0757| PID    Reference Object                     Distance      Geod. Az  |
 LO0757|                                                           dddmmss.s |
 LO0757| CQ5957 BECK AZ MK                                         1703616.7 |
 LO0757| CQ5958 BECK RM 1                             6.982 METERS 26351     |
 LO0757| CQ5959 BECK RM 2                             4.779 METERS 35509     |
 LO0757|---------------------------------------------------------------------|
 LO0757
 LO0757                          SUPERSEDED SURVEY CONTROL
 LO0757
 LO0757  NAD 83(1993)-  40 04 37.53871(N)    111 23 33.23187(W) AD(       ) 1
 LO0757  NAD 83(1986)-  40 04 37.52826(N)    111 23 33.22581(W) AD(       ) 1
 LO0757  NAD 27      -  40 04 37.68500(N)    111 23 30.58100(W) AD(       ) 1
 LO0757  NGVD 29 (07/19/86) 1675.6    (m)         5497.     (f) VERT ANG       
 LO0757
 LO0757.Superseded values are not recommended for survey control.
 LO0757
 LO0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0757.See file dsdata.pdf to determine how the superseded data were derived.
 LO0757
 LO0757_MARKER: DS = TRIANGULATION STATION DISK
 LO0757_SETTING: 80 = SET IN A BOULDER
 LO0757_STAMPING: BECK 1947
 LO0757_MARK LOGO: CGS
 LO0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0757+STABILITY: SURFACE MOTION
 LO0757
 LO0757  HISTORY     - Date     Condition        Report By
 LO0757  HISTORY     - 1947     MONUMENTED       CGS
 LO0757
 LO0757                          STATION DESCRIPTION
 LO0757
 LO0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LO0757'STATION IS LOCATED APPROXIMATELY HALFWAY UP LOW SPUR OF RIDGE
 LO0757'RUNNING TO A HIGH PEAK A SHORT DISTANCE TO THE NORTHWEST.
 LO0757'ON NORTH SIDE OF DIAMOND FORK CREEK.  WEST OF RED HOLLOW.
 LO0757'17.5 MILES AIR LINE SOUTHEAST OF PROVO.  13.5 MILES AIR LINE
 LO0757'EAST OF SPANISH FORK.  APPROXIMATELY 10 FEET SOUTHEAST OF
 LO0757'AN OLD, FORKED STUMP.  PROJECTING 1 FOOT, AND STAMPED--BECK
 LO0757'1947.
 LO0757'
 LO0757'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN STATION,
 LO0757'PROJECTING 2 FEET AND STAMPED--BECK NO 1 1947.
 LO0757'
 LO0757'REFERENCE MARK NO. 2 IS APPROXIMATELY 3 FEET HIGHER THAN
 LO0757'STATION, FLUSH WITH GROUND, AND STAMPED--BECK NO 2 1947.
 LO0757'
 LO0757'AZIMUTH MARK IS APPROXIMATELY 50 FEET EAST OF DIM ROAD LEADING
 LO0757'SOUTH ACROSS CREEK, 10 PACES SOUTH OF INTERSECTION OF ROAD
 LO0757'GOING UP RED HOLLOW, SET FLUSH WITH GROUND, AND STAMPED--BECK
 LO0757'1947.
 LO0757'
 LO0757'TO REACH FROM SPANISH FORK AT JUNCTION OF HIGHWAYS 91 AND 6,
 LO0757'GO EAST ON HIGHWAY 6 FOR 4.2 MILES TO JUNCTION OF HIGHWAYS
 LO0757'50 AND 89 WITH HIGHWAY 6.  CONTINUE ON HIGHWAY FOR 6.2 MILES
 LO0757'TO A GRADED ROAD ON LEFT.  TURN LEFT ON GRADED ROAD AND
 LO0757'FOLLOW IT UP DIAMOND FORK CREEK FOR 5.1 MILES TO A MONUMENT
 LO0757'ON LEFT COMMENERATING BATTLE OF DIAMOND FORK.  CONTINUE ON
 LO0757'THE GRADED ROAD FOR 0.15 MILE TO FORK.  TAKE RIGHT FORK AND GO
 LO0757'0.35 MILE TO SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD FOR 2.3
 LO0757'MILES TO A DIM ROAD RIGHT, AND A SIDE ROAD LEFT.  (AZIMUTH MARK
 LO0757'IS AT THIS POINT AS DESCRIBED ABOVE) TURN LEFT ON SIDE
 LO0757'ROAD AND GO 0.05 MILE TO SOUTH END OF RIDGE ON LEFT OF
 LO0757'ROAD, THIS IS END OF TRUCK TRAVEL.  FOLLOW DIM PATH UP
 LO0757'RIDGE IN NORTHWESTERLY DIRECTION FOR APPROXIMATELY 175
 LO0757'YARDS TO OLD FORKED STUMP AND STATION AS DESCRIBED ABOVE.
 LO0757'A 5 MINUTE PACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5798 ***********************************************************************
 AI5798  CBN         -  This is a Cooperative Base Network Control Station.
 AI5798  DESIGNATION -  BEITLER
 AI5798  PID         -  AI5798
 AI5798  STATE/COUNTY-  UT/SALT LAKE
 AI5798  COUNTRY     -  US
 AI5798  USGS QUAD   -  BAILEYS LAKE (2017)
 AI5798
 AI5798                         *CURRENT SURVEY CONTROL
 AI5798  ______________________________________________________________________
 AI5798* NAD 83(2011) POSITION- 40 46 14.11653(N) 112 03 46.41299(W)   ADJUSTED
 AI5798* NAD 83(2011) ELLIP HT-  1278.299 (meters)        (06/27/12)   ADJUSTED
 AI5798* NAD 83(2011) EPOCH   -  2010.00
 AI5798* NAVD 88 ORTHO HEIGHT -  1295.5   (meters)     4250.    (feet) GPS OBS
 AI5798  ______________________________________________________________________
 AI5798  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5798  GEOID HEIGHT    -        -17.148 (meters)                     GEOID09
 AI5798  GEOID HEIGHT    -        -17.156 (meters)                     GEOID18
 AI5798  NAD 83(2011) X  - -1,817,357.660 (meters)                     COMP
 AI5798  NAD 83(2011) Y  - -4,483,940.945 (meters)                     COMP
 AI5798  NAD 83(2011) Z  -  4,143,997.127 (meters)                     COMP
 AI5798  LAPLACE CORR    -          2.35  (seconds)                    DEFLEC18
 AI5798
 AI5798  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5798  Standards:
 AI5798         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5798            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5798  -------------------------------------------------------------------
 AI5798  NETWORK    0.52   0.80           0.24   0.18   0.41     -0.04056857
 AI5798  -------------------------------------------------------------------
 AI5798  Click here for local accuracies and other accuracy information.
 AI5798
 AI5798.The horizontal coordinates were established by GPS observations
 AI5798.and adjusted by the National Geodetic Survey in June 2012.
 AI5798
 AI5798.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5798.been affixed to the stable North American tectonic plate. See 
 AI5798.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5798
 AI5798.The horizontal coordinates are valid at the epoch date displayed above
 AI5798.which is a decimal equivalence of Year/Month/Day.
 AI5798
 AI5798.The orthometric height was determined by GPS observations and a
 AI5798.high-resolution geoid model.
 AI5798
 AI5798.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5798.GEOID18 height accuracy estimate available here.
 AI5798
 AI5798.Click photographs - Photos may exist for this station.
 AI5798
 AI5798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5798
 AI5798.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5798
 AI5798.The ellipsoidal height was determined by GPS observations
 AI5798.and is referenced to NAD 83.
 AI5798
 AI5798. The following values were computed from the NAD 83(2011) position.
 AI5798
 AI5798;                    North         East     Units Scale Factor Converg.
 AI5798;SPC UT C     - 2,270,744.478   452,475.890   MT  1.00003224   -0 21 38.1
 AI5798;SPC UT C     - 7,449,934.17  1,484,497.98   sFT  1.00003224   -0 21 38.1
 AI5798;UTM  12      - 4,513,834.022   410,299.121   MT  0.99969904   -0 41 38.9
 AI5798
 AI5798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5798!SPC UT C     -   0.99979952  x   1.00003224  =   0.99983175
 AI5798!UTM  12      -   0.99979952  x   0.99969904  =   0.99949862
 AI5798
 AI5798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1029913834(NAD 83)
 AI5798
 AI5798                          SUPERSEDED SURVEY CONTROL
 AI5798
 AI5798  NAD 83(2007)-  40 46 14.11621(N)    112 03 46.41350(W) AD(2002.00) 0
 AI5798  ELLIP H (02/10/07) 1278.315  (m)                       GP(2002.00)    
 AI5798  NAD 83(1994)-  40 46 14.11566(N)    112 03 46.41283(W) AD(       ) A
 AI5798  ELLIP H (06/28/00) 1278.333  (m)                       GP(       ) 4 1
 AI5798  NAVD 88 (06/28/00) 1295.5    (m)  GEOID99  model used  GPS OBS        
 AI5798
 AI5798.Superseded values are not recommended for survey control.
 AI5798
 AI5798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5798.See file dsdata.pdf to determine how the superseded data were derived.
 AI5798
 AI5798_MARKER: DD = SURVEY DISK
 AI5798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5798_STAMPING: 1999 BEITLER
 AI5798_MARK LOGO: SLCS
 AI5798_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5798+STABILITY: SURFACE MOTION
 AI5798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5798+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2010
 AI5798
 AI5798  HISTORY     - Date     Condition        Report By
 AI5798  HISTORY     - 1999     MONUMENTED       SLCS
 AI5798  HISTORY     - 2002     GOOD             SLCS
 AI5798  HISTORY     - 20100104 GOOD             INDIV
 AI5798
 AI5798                          STATION DESCRIPTION
 AI5798
 AI5798'DESCRIBED BY SALT LAKE COUNTY SURVEYOR 1999 (CS)
 AI5798'THE STATION IS LOCATED ABOUT 13.7 KM (8.50 MI) WEST OF SALT LAKE CITY,
 AI5798'ABOUT 11.3 KM (7.00 MI) NORTHWEST OF WEST VALLEY CITY AND 7.2 KM (4.45
 AI5798'MI) NORTHEAST OF MAGNA.  OWNERSHIP--UDOT.  TO REACH FROM THE JUNCTION
 AI5798'OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 172, 5600 WEST, GO WEST ON
 AI5798'HIGHWAY 80 FOR 2.9 KM (1.80 MI) TO EXIT 111, 7200 WEST. TAKE THE EXIT
 AI5798'AND GO 0.3 KM (0.20 MI) TO 7200 WEST.  TURN LEFT AND GO SOUTH ON 7200
 AI5798'WEST FOR 0.2 KM (0.10 MI) TO THE STATION ON THE LEFT. THE STATION IS A
 AI5798'TRIANGULAR DISK IN TOP OF A 0.6 M (2.0 FT) ROUND CONCRETE MONUMENT
 AI5798'THAT IS FLUSH WITH THE GROUND.  IT IS 4.9 M (16.1 FT) SOUTHEAST OF THE
 AI5798'SOUTHEAST CORNER OF THE OVERPASS OVER HIGHWAY 80, 4.4 M (14.4 FT) EAST
 AI5798'OF THE EAST EDGE OF 7200 WEST, 1.1 M (3.6 FT) WEST OF A STEEL WITNESS
 AI5798'POST AND 0.08 M (0.26 FT) BELOW A PROTECTIVE RING AND LID.
 AI5798
 AI5798                          STATION RECOVERY (2002)
 AI5798
 AI5798'RECOVERY NOTE BY SALT LAKE COUNTY SURVEYOR 2002
 AI5798'RECOVERED AS DESCRIBED.
 AI5798
 AI5798                          STATION RECOVERY (2010)
 AI5798
 AI5798'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (LR)
 AI5798'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0487 ***********************************************************************
 KO0487  DESIGNATION -  BENCH
 KO0487  PID         -  KO0487
 KO0487  STATE/COUNTY-  UT/JUAB
 KO0487  COUNTRY     -  US
 KO0487  USGS QUAD   -  GOSHUTE (2017)
 KO0487
 KO0487                         *CURRENT SURVEY CONTROL
 KO0487  ______________________________________________________________________
 KO0487* NAD 83(1994) POSITION- 39 52 32.57584(N) 113 59 41.75044(W)   ADJUSTED
 KO0487* NAVD 88 ORTHO HEIGHT -  1897.    (meters)     6224.    (feet) SCALED
 KO0487  ______________________________________________________________________
 KO0487  GEOID HEIGHT    -        -18.872 (meters)                     GEOID18
 KO0487  LAPLACE CORR    -          4.28  (seconds)                    DEFLEC18
 KO0487  HORZ ORDER      -  THIRD
 KO0487
 KO0487.The horizontal coordinates were established by classical geodetic methods
 KO0487.and adjusted by the National Geodetic Survey in November 1997.
 KO0487
 KO0487.The orthometric height was scaled from a topographic map.
 KO0487
 KO0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0487.GEOID18 height accuracy estimate available here.
 KO0487
 KO0487.Click photographs - Photos may exist for this station.
 KO0487
 KO0487.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0487
 KO0487. The following values were computed from the NAD 83(1994) position.
 KO0487
 KO0487;                    North         East     Units Scale Factor Converg.
 KO0487;SPC UT C     - 2,174,209.282   286,611.707   MT  0.99989907   -1 35 53.5
 KO0487;SPC UT C     - 7,133,218.29    940,325.24   sFT  0.99989907   -1 35 53.5
 KO0487;UTM  12      - 4,418,256.929   243,869.756   MT  1.00040771   -1 55 16.2
 KO0487;UTM  11      - 4,418,286.067   756,997.456   MT  1.00041319   +1 55 39.6
 KO0487
 KO0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0487!SPC UT C     -   0.99970541  x   0.99989907  =   0.99960451
 KO0487!UTM  12      -   0.99970541  x   1.00040771  =   1.00011300
 KO0487!UTM  11      -   0.99970541  x   1.00041319  =   1.00011848
 KO0487
 KO0487:                Primary Azimuth Mark                     Grid Az
 KO0487:SPC UT C     -  IBEPAH AZ MK                             109 20 33.0
 KO0487:UTM  12      -  IBEPAH AZ MK                             109 39 55.7
 KO0487:UTM  11      -  IBEPAH AZ MK                             105 48 59.9
 KO0487
 KO0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK4386918256(NAD 83)
 KO0487
 KO0487|---------------------------------------------------------------------|
 KO0487| PID    Reference Object                     Distance      Geod. Az  |
 KO0487|                                                           dddmmss.s |
 KO0487| LP0575 NORTH PEAK TREE EAST PRONG          APPROX.20.8 KM 0241136.9 |
 KO0487| KO0485 IBEPAH AZ MK                        APPROX. 8.0 KM 1074439.5 |
 KO0487|---------------------------------------------------------------------|
 KO0487
 KO0487                          SUPERSEDED SURVEY CONTROL
 KO0487
 KO0487  NAD 83(1986)-  39 52 32.57305(N)    113 59 41.75674(W) AD(       ) 3
 KO0487  NAD 27      -  39 52 32.79600(N)    113 59 38.75700(W) AD(       ) 3
 KO0487  USCA        -  39 52 27.30000(N)    113 59 44.38000(W) AD(       ) 3
 KO0487  USSD        -  39 52 33.66800(N)    113 59 39.54700(W) AD(       ) 3
 KO0487
 KO0487.Superseded values are not recommended for survey control.
 KO0487
 KO0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0487.See file dsdata.pdf to determine how the superseded data were derived.
 KO0487
 KO0487
 KO0487  HISTORY     - Date     Condition        Report By
 KO0487  HISTORY     - 1889     MONUMENTED       CGS
 KO0487  HISTORY     - 1971     SEE DESCRIPTION  USGS
 KO0487
 KO0487                          STATION DESCRIPTION
 KO0487
 KO0487'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (BAB)
 KO0487'THIS MARK SEARCHED FOR, BUT NOT FOUND.
 KO0487'
 KO0487'THIS MARK MAY BE FOUND DURING POST FIELD COMPLETION, WHEN IT
 KO0487'CAN BE PLOTTED ACCURATELY ON THE FIELD SHEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0800 ***********************************************************************
 LO0800  DESIGNATION -  BENCH
 LO0800  PID         -  LO0800
 LO0800  STATE/COUNTY-  UT/UTAH
 LO0800  COUNTRY     -  US
 LO0800  USGS QUAD   -  LEHI (2017)
 LO0800
 LO0800                         *CURRENT SURVEY CONTROL
 LO0800  ______________________________________________________________________
 LO0800* NAD 83(1994) POSITION- 40 25 11.75062(N) 111 45 38.31358(W)   ADJUSTED
 LO0800* NAVD 88 ORTHO HEIGHT -  1559.1   (meters)     5115.    (feet) VERTCON3
 LO0800  ______________________________________________________________________
 LO0800  GEOID HEIGHT    -        -16.779 (meters)                     GEOID18
 LO0800  LAPLACE CORR    -         15.57  (seconds)                    DEFLEC18
 LO0800  HORZ ORDER      -  THIRD
 LO0800
 LO0800.The horizontal coordinates were established by classical geodetic methods
 LO0800.and adjusted by the National Geodetic Survey in November 1997.
 LO0800
 LO0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0800
 LO0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0800.GEOID18 height accuracy estimate available here.
 LO0800
 LO0800.Click photographs - Photos may exist for this station.
 LO0800
 LO0800.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0800
 LO0800. The following values were computed from the NAD 83(1994) position.
 LO0800
 LO0800;                    North         East     Units Scale Factor Converg.
 LO0800;SPC UT C     - 2,231,688.504   477,880.776   MT  0.99995088   -0 10 01.1
 LO0800;SPC UT C     - 7,321,798.03  1,567,847.18   sFT  0.99995088   -0 10 01.1
 LO0800;UTM  12      - 4,474,644.852   435,470.943   MT  0.99965126   -0 29 35.5
 LO0800
 LO0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0800!SPC UT C     -   0.99975811  x   0.99995088  =   0.99970900
 LO0800!UTM  12      -   0.99975811  x   0.99965126  =   0.99940945
 LO0800
 LO0800:                Primary Azimuth Mark                     Grid Az
 LO0800:SPC UT C     -  POLE                                     145 47 50.2
 LO0800:UTM  12      -  POLE                                     146 07 24.6
 LO0800
 LO0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK3547074644(NAD 83)
 LO0800
 LO0800|---------------------------------------------------------------------|
 LO0800| PID    Reference Object                     Distance      Geod. Az  |
 LO0800|                                                           dddmmss.s |
 LO0800| LO0771 POLE                                APPROX. 4.5 KM 1453749.1 |
 LO0800| LO0803 LEHI LDS TEMPLE STEEPLE             APPROX. 8.2 KM 2462518.5 |
 LO0800|---------------------------------------------------------------------|
 LO0800
 LO0800                          SUPERSEDED SURVEY CONTROL
 LO0800
 LO0800  NAD 83(1993)-  40 25 11.75007(N)    111 45 38.31251(W) AD(       ) 3
 LO0800  NAD 83(1986)-  40 25 11.73866(N)    111 45 38.30780(W) AD(       ) 3
 LO0800  NAD 27      -  40 25 11.91026(N)    111 45 35.56226(W) AD(       ) 3
 LO0800  NGVD 29 (07/19/86) 1558.1    (m)         5112.     (f) VERT ANG       
 LO0800
 LO0800.Superseded values are not recommended for survey control.
 LO0800
 LO0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0800.See file dsdata.pdf to determine how the superseded data were derived.
 LO0800
 LO0800_MARKER: DB = BENCH MARK DISK
 LO0800_SETTING: 80 = SET IN A BOULDER
 LO0800_STAMPING: BENCH 1946
 LO0800_MARK LOGO: USGS
 LO0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0800+STABILITY: SURFACE MOTION
 LO0800
 LO0800  HISTORY     - Date     Condition        Report By
 LO0800  HISTORY     - 1946     MONUMENTED       USGS
 LO0800  HISTORY     - 1950     SEE DESCRIPTION  USGS
 LO0800
 LO0800                          STATION DESCRIPTION
 LO0800
 LO0800'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LO0800'ON PLATEAU EXTENDING W. FROM MOUNTAINS ABOUT 1 MI. IN AIRLINE S. OF
 LO0800'AMERICAN FORK RIVER, 3.5 MI. A LITTLE E. OF N. OF PLEASANT GROVE,
 LO0800'AND 4.5 MI. NE. OF AMERICAN FORK.  A FEW TREES AND SOME BRUSH ARE
 LO0800'SCATTERED OVER THE PLATEAU, BUT THESE ARE NOT HIGH ENOUGH TO PREVENT
 LO0800'SIGHTS FROM THE STATION.
 LO0800'
 LO0800'STATION MARK--TABLET SET IN ROCK.
 LO0800'
 LO0800'DESCRIBED IN OREM AND PROVO 15-MINUTE QUADRANGLES MULTILITH AS FOLLOWS
 LO0800'
 LO0800'AN OLD USGS STATION ESTABLISHED IN 1922,
 LO0800'BUT PROBABLY NOT IN ITS ORIGINAL POSITION AS ROCK CONTAINING TABLET
 LO0800'WAS LYING LOOSE ON TOP OF GROUND.  ROCK WAS BURIED IN POSITION FOUND.
 LO0800'
 LO0800'LOCATED ON PLATEAU EXTENDING W. FROM MOUNTAINS, ABOUT 1.0 MI. S. OF
 LO0800'AMERICAN FORK RIVER, ABOUT 4.0 MI. A LITTLE W. OF N. OF PLEASANT
 LO0800'GROVE, AND 3.5 MI. NE. OF AMERICAN FORK.  STATION IS NEAR SE. EDGE
 LO0800'OF SOME SCRUB OAK.
 LO0800'
 LO0800'TO REACH FROM PLEASANT GROVE DRIVE N. ON RD. TO AMERICAN FORK CANYON
 LO0800'FOR 3.9 MI., TURN LEFT ONTO SECOND CLASS RD. THAT LEADS ONTO BENCH
 LO0800'AND GO N. AND W. AROUND FENCE FOR ABOUT 0.7 MI., FROM HERE STATION IS
 LO0800'ABOUT 75 YDS. S.
 LO0800'
 LO0800'STATION MARK--STANDARD TABLET STAMPED ---BENCH 1946---, CEMENTED IN
 LO0800'BOULDER.
 LO0800'
 LO0800'STATION MARK RECOVERED AS DESCRIBED.  LARGE BANKS
 LO0800'OF GRAVEL SURROUND STATION LIMITING OBSERVATIONS EXCEPT FROM ECCENTRIC
 LO0800'SET UP ON TOP OF GRAVEL PILES.  IT IS BELIEVED STATION WILL BE LOST AS
 LO0800'HILL IS PART OF AN ADVANCING GRAVEL PIT.
 LO0800'
 LO0800'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0652 ***********************************************************************
 LN0652  DESIGNATION -  BENCH
 LN0652  PID         -  LN0652
 LN0652  STATE/COUNTY-  UT/UINTAH
 LN0652  COUNTRY     -  US
 LN0652  USGS QUAD   -  PARIETTE DRAW SW (2017)
 LN0652
 LN0652                         *CURRENT SURVEY CONTROL
 LN0652  ______________________________________________________________________
 LN0652* NAD 83(1994) POSITION- 40 00 19.93643(N) 109 57 42.97907(W)   ADJUSTED
 LN0652* NAVD 88 ORTHO HEIGHT -  1605.    (meters)     5266.    (feet) VERTCON3
 LN0652  ______________________________________________________________________
 LN0652  GEOID HEIGHT    -        -17.934 (meters)                     GEOID18
 LN0652  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 LN0652  HORZ ORDER      -  FIRST
 LN0652
 LN0652.The horizontal coordinates were established by classical geodetic methods
 LN0652.and adjusted by the National Geodetic Survey in November 1997.
 LN0652
 LN0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0652
 LN0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0652.GEOID18 height accuracy estimate available here.
 LN0652
 LN0652.Click photographs - Photos may exist for this station.
 LN0652
 LN0652.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0652
 LN0652. The following values were computed from the NAD 83(1994) position.
 LN0652
 LN0652;                    North         East     Units Scale Factor Converg.
 LN0652;SPC UT C     - 2,186,775.213   631,311.202   MT  0.99990324   +0 59 06.9
 LN0652;SPC UT C     - 7,174,445.01  2,071,226.84   sFT  0.99990324   +0 59 06.9
 LN0652;UTM  12      - 4,428,887.882   588,602.300   MT  0.99969664   +0 40 02.5
 LN0652
 LN0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0652!SPC UT C     -   0.99975106  x   0.99990324  =   0.99965432
 LN0652!UTM  12      -   0.99975106  x   0.99969664  =   0.99944777
 LN0652
 LN0652:                Primary Azimuth Mark                     Grid Az
 LN0652:SPC UT C     -  BENCH AZ MK                              027 19 42.8
 LN0652:UTM  12      -  BENCH AZ MK                              027 38 47.2
 LN0652
 LN0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK8860228887(NAD 83)
 LN0652
 LN0652|---------------------------------------------------------------------|
 LN0652| PID    Reference Object                     Distance      Geod. Az  |
 LN0652|                                                           dddmmss.s |
 LN0652| CP4511 BENCH AZ MK                                        0281849.7 |
 LN0652| CP4513 BENCH RM 2                           13.320 METERS 03632     |
 LN0652| CP4512 BENCH RM 1                           12.685 METERS 30144     |
 LN0652|---------------------------------------------------------------------|
 LN0652
 LN0652                          SUPERSEDED SURVEY CONTROL
 LN0652
 LN0652  NAD 83(1993)-  40 00 19.92806(N)    109 57 42.97918(W) AD(       ) 1
 LN0652  NAD 83(1986)-  40 00 19.91435(N)    109 57 42.97075(W) AD(       ) 1
 LN0652  NAD 27      -  40 00 20.04400(N)    109 57 40.43700(W) AD(       ) 1
 LN0652  NGVD 29 (07/19/86) 1604.     (m)         5262.     (f) VERT ANG       
 LN0652
 LN0652.Superseded values are not recommended for survey control.
 LN0652
 LN0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0652.See file dsdata.pdf to determine how the superseded data were derived.
 LN0652
 LN0652_MARKER: DS = TRIANGULATION STATION DISK
 LN0652_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 LN0652_STAMPING: BENCH 1936
 LN0652_MARK LOGO: CGS
 LN0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0652
 LN0652  HISTORY     - Date     Condition        Report By
 LN0652  HISTORY     - 1936     MONUMENTED       CGS
 LN0652  HISTORY     - 1963     GOOD             USGS
 LN0652
 LN0652                          STATION DESCRIPTION
 LN0652
 LN0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 LN0652'ABOUT 20.5 MILES SOUTH AND 1.5 MILES EAST OF ROOSEVELT, 7.0
 LN0652'MILES SOUTHEAST OF PARIETTE GILSONITE MINE, 0.9 MILE EAST OF
 LN0652'THE DUCHESNE COUNTY LINE, IN SEC. 25, T. 5 S., R. 1 E., ON LOW
 LN0652'FLAT SAGE-COVERED MESA WHICH BREAKS OFF TO WEST AND IS KNOWN
 LN0652'AS PARIETTE BENCH.  STATION IS 75 YARDS EAST OF THE BREAKS,
 LN0652'AND 24 FEET EAST OF CENTER LINE OF TRACK ROAD.  TO REACH
 LN0652'FROM MYTON, GO WEST 0.45 MILE ON U.S. HIGHWAY 40 TO BLACK AND
 LN0652'YELLOW WATER TANK.  CONTINUE WEST ON HIGHWAY 1.4 MILES TO
 LN0652'GRADED SIDE ROAD.  LEAVE HIGHWAY AND GO SOUTH AND WEST ON
 LN0652'GRADED ROAD 0.6 MILE TO THREE FORKS.  TAKE MIDDLE FORK UP
 LN0652'HILL AND TO TOP OF MESA 1.1 MILES TO FORKS AND SIGN PRICE.
 LN0652'TAKE LEFT FORK AND FOLLOW GRADED DIRT ROAD SOUTH AND
 LN0652'SOUTHEAST TO FORK (TOTAL DISTANCE OF 7.05 MILES).  TAKE LEFT
 LN0652'FORK 0.5 MILE TO SIDE ROAD WEST TO PARIETTE GILSONITE MINE.
 LN0652'KEEP STRAIGHT AHEAD ON LEFT FORK, CROSS CREEK AND GO 0.05
 LN0652'MILE TO ANOTHER SIDE ROAD WEST TO SAME MINE.  KEEP TO LEFT
 LN0652'FORK AND FOLLOW UNIMPROVED ROAD SOUTHEAST 1.8 MILES TO FORK IN
 LN0652'WASH.  TAKE LEFT FORK (SOUTH) UP OUT OF WASH FOR 0.3 MILE
 LN0652'TO OLD MINE AND STEAM BOILER ON RIGHT.  CONTINUE ON MAIN ROAD
 LN0652'EAST AND SOUTH 0.45 MILE TO FORK AND OLD MINE ON RIGHT.
 LN0652'TAKE LEFT FORK STRAIGHT AHEAD ON MAIN ROAD 0.2 MILE TO
 LN0652'FORK WITH U.S. BENCH MARK, ELEVATION 5,188.6 FEET, ON LEFT.
 LN0652'TAKE LEFT FORK AND GO SOUTHEAST AND EAST 3.7 MILES.  TAKE RIGHT
 LN0652'FORK SOUTHEAST 0.25 MILE.  TAKE RIGHT FORK 0.05 MILE TO DIM
 LN0652'FORK AND CONTINUE STRAIGHT AHEAD (SOUTH) ON LEFT FORK 2.0 MILES
 LN0652'TO STATION SITE ON LEFT SIDE OF ROAD.  MARKED BY STANDARD
 LN0652'STATION DISK IN PIPE PROJECTING 6 INCHES ABOVE GROUND.
 LN0652'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN PIPES PROJECTING
 LN0652'6 INCHES ABOVE GROUND.  NO. 1 IS 18 FEET WEST OF
 LN0652'CENTER LINE OF TRACK ROAD, AND 12.685 METERS (41.62 FEET)
 LN0652'WEST-NORTHWEST OF STATION N 58 DEG 26 MIN W.  NO. 2
 LN0652'IS 40 FEET EAST OF CENTER LINE OF TRACK ROAD, AND 13.320
 LN0652'METERS (43.70 FEET) NORTHEAST OF STATION N 36 DEG 32 MIN E.
 LN0652'DISTANCE BETWEEN REFERENCE MARKS IS 62.83 FEET.
 LN0652'AZIMUTH MARK IS STANDARD DISK IN CONCRETE POST PROJECTING 4
 LN0652'INCHES ABOVE GROUND, 65 YARDS EAST OF CENTER
 LN0652'LINE OF TRACK ROAD, AND 0.5 MILE NORTH-NORTHEAST OF
 LN0652'STATION N 28 DEG 29 MIN EC.  BEARING FROM
 LN0652'STATION TO CAIRN 13 MILES SOUTH-SOUTHWEST IS S 24 DEG 39 MIN W.
 LN0652
 LN0652                          STATION RECOVERY (1963)
 LN0652
 LN0652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LN0652'RECOVERED.
 LN0652'
 LN0652'STATION MARK--STANDARD STATION DISK, IN PIPE PROJECTING 6 IN. ABOVE
 LN0652'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0716 ***********************************************************************
 MS0716  DESIGNATION -  BENNET
 MS0716  PID         -  MS0716
 MS0716  STATE/COUNTY-  UT/DAVIS
 MS0716  COUNTRY     -  US
 MS0716  USGS QUAD   -  ANTELOPE ISLAND NORTH (2017)
 MS0716
 MS0716                         *CURRENT SURVEY CONTROL
 MS0716  ______________________________________________________________________
 MS0716* NAD 83(1994) POSITION- 41 02 30.86461(N) 112 14 06.29795(W)   ADJUSTED
 MS0716* NAVD 88 ORTHO HEIGHT -  1345.1   (meters)     4413.    (feet) VERTCON3
 MS0716  ______________________________________________________________________
 MS0716  GEOID HEIGHT    -        -16.982 (meters)                     GEOID18
 MS0716  LAPLACE CORR    -          1.49  (seconds)                    DEFLEC18
 MS0716  HORZ ORDER      -  FIRST
 MS0716
 MS0716.The horizontal coordinates were established by classical geodetic methods
 MS0716.and adjusted by the National Geodetic Survey in November 1997.
 MS0716
 MS0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0716
 MS0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0716.GEOID18 height accuracy estimate available here.
 MS0716
 MS0716.Click photographs - Photos may exist for this station.
 MS0716
 MS0716.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0716
 MS0716. The following values were computed from the NAD 83(1994) position.
 MS0716
 MS0716;                    North         East     Units Scale Factor Converg.
 MS0716;SPC UT N     - 1,078,947.868   438,195.860   MT  0.99996345   -0 29 04.9
 MS0716;SPC UT N     - 3,539,848.13  1,437,647.58   sFT  0.99996345   -0 29 04.9
 MS0716;UTM  12      - 4,544,143.847   396,192.342   MT  0.99973263   -0 48 39.7
 MS0716
 MS0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0716!SPC UT N     -   0.99979172  x   0.99996345  =   0.99975518
 MS0716!UTM  12      -   0.99979172  x   0.99973263  =   0.99952440
 MS0716
 MS0716:                Primary Azimuth Mark                     Grid Az
 MS0716:SPC UT N     -  BENNET RM 3 AZIMUTH                      094 43 36.7
 MS0716:UTM  12      -  BENNET RM 3 AZIMUTH                      095 03 11.5
 MS0716
 MS0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL9619244143(NAD 83)
 MS0716
 MS0716|---------------------------------------------------------------------|
 MS0716| PID    Reference Object                     Distance      Geod. Az  |
 MS0716|                                                           dddmmss.s |
 MS0716| CM4263 BENNET RM 1                          17.348 METERS 00547     |
 MS0716| CM4265 BENNET RM 3 AZIMUTH                                0941431.8 |
 MS0716| CM4264 BENNET RM 2                          13.026 METERS 11351     |
 MS0716|---------------------------------------------------------------------|
 MS0716
 MS0716                          SUPERSEDED SURVEY CONTROL
 MS0716
 MS0716  NAD 83(1993)-  41 02 30.86358(N)    112 14 06.29810(W) AD(       ) 1
 MS0716  NAD 83(1986)-  41 02 30.85331(N)    112 14 06.28871(W) AD(       ) 1
 MS0716  NAD 27      -  41 02 31.06698(N)    112 14 03.47125(W) AD(       ) 1
 MS0716  NGVD 29 (07/19/86) 1344.2    (m)         4410.     (f) VERT ANG       
 MS0716
 MS0716.Superseded values are not recommended for survey control.
 MS0716
 MS0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0716.See file dsdata.pdf to determine how the superseded data were derived.
 MS0716
 MS0716_MARKER: DD = SURVEY DISK
 MS0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0716_STAMPING: BENNET 1972
 MS0716_MARK LOGO: USGS
 MS0716_PROJECTION: FLUSH
 MS0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0716+STABILITY: SURFACE MOTION
 MS0716
 MS0716  HISTORY     - Date     Condition        Report By
 MS0716  HISTORY     - 1972     MONUMENTED       USGS
 MS0716  HISTORY     - 20200821 GOOD             USPSQD
 MS0716
 MS0716                          STATION DESCRIPTION
 MS0716
 MS0716'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JRS)
 MS0716'THE STATION IS LOCATED ABOUT 26 MILES NORTHWEST OF SALT LAKE CITY,
 MS0716'19 MILES SOUTHWEST OF OGDEN, 1.4 MILES SOUTH-SOUTHEAST OF THE
 MS0716'NORTH END OF ANTELOPE ISLAND, IN THE NW 1/4 OF SECTION 31 T4N
 MS0716'R3W.  THE STATION IS ON THE PROPERTY OF THE UTAH STATE PARKS, 1596
 MS0716'WEST NORTH TEMPLE, SALT LAKE CITY, UTAH, TELEPHONE NUMBER
 MS0716'328-5881.  TO REACH THE STATION FROM THE SOUTH END OF ANTELOPE
 MS0716'ISLAND, PERMISSION MUST BE OBTAINED FROM THE ISLAND RANCH
 MS0716'COMPANY, RANCH FOREMAN MR. GEORGE SLAW, WHO LIVES NEAR DUGWAY,
 MS0716'UTAH.  TELEPHONE NUMBER (ASK OPERATOR) SKULL VALLEY NO
 MS0716'4.  THERE IS ALSO A CARETAKER ON THE ISLAND WHO CAN BE REACHED
 MS0716'BY MOBILE TELEPHONE NUMBER QR6-3635.  NOTE--THERE IS A
 MS0716'CAUSEWAY UNDER CONSTRUCTION ON THE NORTH END OF THE ISLAND
 MS0716'AT THIS TIME AND THE STATION COULD BE REACHED FROM THIS
 MS0716'CAUSEWAY AFTER COMPLETION.
 MS0716'
 MS0716'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND REDWOOD ROAD
 MS0716'IN WEST SALT LAKE CITY, GO WEST ON U.S. HIGHWAY 40 FOR 5.1 MILES TO
 MS0716'A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 0.9 MILE TO A
 MS0716'T-ROAD.  TURN LEFT AND GO WEST FOR 0.8 MILE TO A SIDE ROAD
 MS0716'RIGHT.  TURN RIGHT AND GO NORTHERLY ON GRAVELED ROAD FOR 1.5
 MS0716'MILES TO A GATE.  CONTINUE NORTH FOR 0.5 MILE TO A FORK.  TURN
 MS0716'LEFT AND GO WEST FOR 1.6 MILES TO A CATTLE GUARD, CONTINUE WEST
 MS0716'FOR 0.55 MILES TO A CATTLE GUARD, CONTINUE WEST FOR 2.5 MILES
 MS0716'TO A FORK.  KEEP RIGHT AND CONTINUE NORTH FOR 0.6 MILE
 MS0716'TO THE SOUTHEAST END OF A CAUSEWAY.  CONTINUE NORTHWEST ACROSS
 MS0716'THE CAUSEWAY FOR 3.05 MILES TO A LOCKED GATE.  PASS THROUGH THE
 MS0716'GATE AND GO WEST FOR 0.05 MILE TO A T-ROAD.  TURN RIGHT AND
 MS0716'GO NORTH ON GRADED ROAD FOR 4.75 MILE TO A FORK AT A RANCH HOUSE.
 MS0716'BEAR LEFT AND GO NORTHEAST AND NORTH FOR 0.35 MILE TO A GATE.
 MS0716'CONTINUE NORTH FOR 0.5 MILE TO A GATE, CONTINUE NORTH FOR 0.35
 MS0716'MILE TO A GATE.  CONTINUE NORTH FOR 1.1 MILES TO A GATE.  CONTINUE
 MS0716'NORTH AND WEST FOR 8.05 MILE TO THE AZIMUTH MARK ON THE LEFT.
 MS0716'CONTINUE WEST FOR 0.05 MILE TO A GATE.  PASS THROUGH GATE,
 MS0716'TURN LEFT AND GO SOUTHERLY UPHILL FOR 0.1 MILE TO A SIDE ROAD
 MS0716'RIGHT.  TURN RIGHT AND GO WEST FOR 0.2 MILE TO THE WEST ONE OF
 MS0716'TWO TRAILER HOUSES.  TURN RIGHT AND NORTHWEST FOR 250 FEET TO
 MS0716'THE STATION.
 MS0716'
 MS0716'THE STATION IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED BENNET
 MS0716'1972, CEMENTED IN AN IRREGULAR MASS OF CONCRETE FLUSH WITH THE
 MS0716'GROUND SURFACE.  IT IS 6 FEET SOUTHEAST OF A METAL WITNESS POST
 MS0716'WITH SIGN ATTACHED AND ABOUT 250 FEET NORTH-NORTHWEST OF THE WEST
 MS0716'ONE OF TWO MOBILE HOMES.
 MS0716'
 MS0716'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BENNET USGS NO 1
 MS0716'1974, CEMENTED IN A DRILL HOLE IN A 1-1/2 X 2 FOOT OUTCROP, FLUSH
 MS0716'WITH THE GROUND.  IT IS 56 FEET NORTH OF THE METAL WITNESS POST
 MS0716'WITH SIGN ATTACHED.
 MS0716'
 MS0716'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BENNET USGS NO 2
 MS0716'1974, CEMENTED IN A DRILL HOLE IN A 1X3 FOOT OUTCROP, WHICH
 MS0716'PROJECTS ABOUT 4 INCHES.  IT IS 48.5 FEET EAST OF THE METAL WITNESS
 MS0716'POST WITH SIGN ATTACHED.
 MS0716'
 MS0716'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BENNET USGS NO 3
 MS0716'1974 AZ, CEMENTED IN A DRILL HOLE IN A LARGE OUTCROP WHICH PROJECTS
 MS0716'ABOUT 6 FEET.  THE MARK IS ABOUT 5 FEET WEST AND 1 FOOT LOWER THAN
 MS0716'THE HIGHEST POINT OF THE OUTCROP.  IT IS 58 FEET SOUTH OF A GRAVEL
 MS0716'ROAD AND 20 FEET HIGHER THAN THE ROAD AND 3 FEET SOUTHWEST OF A
 MS0716'METAL WITNESS POST WITH SIGN ATTACHED.
 MS0716
 MS0716                          STATION RECOVERY (2020)
 MS0716
 MS0716'RECOVERY NOTE BY US POWER SQUADRON 2020 (BSM)
 MS0716'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0366 ***********************************************************************
 KN0366  DESIGNATION -  BENNION
 KN0366  PID         -  KN0366
 KN0366  STATE/COUNTY-  UT/UTAH
 KN0366  COUNTRY     -  US
 KN0366  USGS QUAD   -  SCOFIELD RESERVOIR (2017)
 KN0366
 KN0366                         *CURRENT SURVEY CONTROL
 KN0366  ______________________________________________________________________
 KN0366* NAD 83(1994) POSITION- 39 50 05.20374(N) 111 13 50.61921(W)   ADJUSTED
 KN0366* NAVD 88 ORTHO HEIGHT -  2821.2   (meters)     9256.    (feet) VERTCON3
 KN0366  ______________________________________________________________________
 KN0366  GEOID HEIGHT    -        -15.919 (meters)                     GEOID18
 KN0366  LAPLACE CORR    -         -4.47  (seconds)                    DEFLEC18
 KN0366  HORZ ORDER      -  SECOND
 KN0366
 KN0366.The horizontal coordinates were established by classical geodetic methods
 KN0366.and adjusted by the National Geodetic Survey in November 1997.
 KN0366
 KN0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0366
 KN0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0366.GEOID18 height accuracy estimate available here.
 KN0366
 KN0366.Click photographs - Photos may exist for this station.
 KN0366
 KN0366.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0366
 KN0366. The following values were computed from the NAD 83(1994) position.
 KN0366
 KN0366;                    North         East     Units Scale Factor Converg.
 KN0366;SPC UT C     - 2,166,722.854   523,047.169   MT  0.99989882   +0 10 21.0
 KN0366;SPC UT C     - 7,108,656.56  1,716,030.59   sFT  0.99989882   +0 10 21.0
 KN0366;UTM  12      - 4,409,445.009   480,257.770   MT  0.99960480   -0 08 52.1
 KN0366
 KN0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0366!SPC UT C     -   0.99956009  x   0.99989882  =   0.99945895
 KN0366!UTM  12      -   0.99956009  x   0.99960480  =   0.99916506
 KN0366
 KN0366:                Primary Azimuth Mark                     Grid Az
 KN0366:SPC UT C     -  INDIAN HEAD                              080 14 23.9
 KN0366:UTM  12      -  INDIAN HEAD                              080 33 37.0
 KN0366
 KN0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK8025709445(NAD 83)
 KN0366
 KN0366|---------------------------------------------------------------------|
 KN0366| PID    Reference Object                     Distance      Geod. Az  |
 KN0366|                                                           dddmmss.s |
 KN0366| KN0525 INDIAN HEAD                         APPROX.28.6 KM 0802444.9 |
 KN0366| CM4270 BENNION RM 2                          6.255 METERS 14904     |
 KN0366| KN0367 BENNION                             APPROX. 1.2 KM 1985838.0 |
 KN0366| CM4269 BENNION RM 1                         10.885 METERS 27858     |
 KN0366|---------------------------------------------------------------------|
 KN0366
 KN0366                          SUPERSEDED SURVEY CONTROL
 KN0366
 KN0366  NAD 83(1993)-  39 50 05.20256(N)    111 13 50.61636(W) AD(       ) 2
 KN0366  NAD 83(1986)-  39 50 05.19332(N)    111 13 50.61321(W) AD(       ) 2
 KN0366  NAD 27      -  39 50 05.33700(N)    111 13 47.99100(W) AD(       ) 2
 KN0366  NGVD 29 (07/19/86) 2819.9    (m)         9252.     (f) VERT ANG       
 KN0366
 KN0366.Superseded values are not recommended for survey control.
 KN0366
 KN0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0366.See file dsdata.pdf to determine how the superseded data were derived.
 KN0366
 KN0366_MARKER: DS = TRIANGULATION STATION DISK
 KN0366_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KN0366
 KN0366  HISTORY     - Date     Condition        Report By
 KN0366  HISTORY     - 1937     MONUMENTED       CGS
 KN0366  HISTORY     - 1974     GOOD             NGS
 KN0366
 KN0366                          STATION DESCRIPTION
 KN0366
 KN0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KN0366'STATION IS LOCATED AT THE E END OF BEAR RIDGE, THE DIVIDE
 KN0366'BETWEEN BENNION CREEK ON N AND PONTOWN CREEK ON S.  ON THE HIGHEST
 KN0366'END OF THE PROMINENT ASPEN RIDGE.
 KN0366'
 KN0366'STATION MARK IS A STANDARD DISK, WELDED IN THE TOP OF IRON PIPE
 KN0366'IMBEDDED IN THE GROUND, AND PROJECTING ABOUT 6 INCHES ABOVE THE
 KN0366'SURFACE.
 KN0366'
 KN0366'REFERENCE MARK NO. 1, W OF STATION, AND ABOUT 3 FEET HIGHER THAN
 KN0366'STATION, IS A STANDARD DISK WELDED IN THE TOP OF A PIPE
 KN0366'EMBEDDED IN THE GROUND AND PROJECTING ABOUT SIX INCHES ABOVE THE
 KN0366'SURFACE.
 KN0366'
 KN0366'REFERENCE MARK NO. 2, IS S OF STATION IN A LARGE OUTCROP ROCK,
 KN0366'ABOUT 4 FEET LOWER THAN STATION.
 KN0366'
 KN0366'AZIMUTH MARK IS LOCATED ON THE SUMMIT OF SMALL SHARP PEAK, ABOUT
 KN0366'1/4 MILE SE OF END OF TRUCK TRAVEL.  THIS PEAK HAS SMALL
 KN0366'ASPENS ON THE N SLOPE AND BARE WHITE SLOPE TO SW.  THE MARK IS A
 KN0366'STANDARD USGS DISK CEMENTED IN A DRILL HOLE IN OUTCROP ROCK.
 KN0366'
 KN0366'REACHED FROM SOLDIER SUMMIT BY U.S. HIGHWAY 50 W 7.0 MILES TO OLD
 KN0366'TUCKER, WHICH IS NOW ONLY A STORE AND TOURIST CAMP.  AT W EDGE
 KN0366'OF CAMP, AT SIGN READING SKYLINE DRIVE TO FAIRVIEW, TURN S ON
 KN0366'GRADED DIRT ROAD AND FOLLOW MAIN ROAD UP MOUNTAIN 10.1 MILES
 KN0366'TO A ROAD TO LEFT, E, LEADING DOWN A CREEK AT BENNION CREEK
 KN0366'SIGN.  FOLLOW THIS ROAD, WHICH FOLLOWS THE CREEK A DISTANCE,
 KN0366'THEN SWINGS S ONTO THE RIDGE AND THEN FOLLOWS RIDGE E, 5.55
 KN0366'MILES TO ITS END NEAR SITE OF SHEEP CAMP AND END OF TRUCK
 KN0366'TRAVEL.  FOLLOW A PLAIN TRAIL N DOWN A SLOPE AND ACROSS A SADDLE
 KN0366'THROUGH TIMBER ABOUT 1000 YARDS THEN BEAR RIGHT FOR
 KN0366'ABOUT 300 YARDS TO POINT OF ASPEN RIDGE AND STATION.
 KN0366'
 KN0366'HEIGHT OF LIGHT ABOVE STATION MARK - 0 METERS.
 KN0366
 KN0366                          STATION RECOVERY (1974)
 KN0366
 KN0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 KN0366'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 KN0366'CONDITION.  THE AZIMUTH MARK (USGS) WAS NOT FOUND.  DISTANCE
 KN0366'TO REFERENCE MARK 1 CHECKED .010 LONGER AND TO REFERENCE MARK
 KN0366'2 .028 LONGER THAN IN 1937 WHILE THE ANGLE TO REFERENCE MARK 1
 KN0366'WAS 01 MIN 39 SEC LESS AND TO REFERENCE MARK 2 WAS 01 MIN 07
 KN0366'SEC GREATER THAN IN 1937.  A COMPLETE DESCRIPTION FOLLOWS--
 KN0366'
 KN0366'THE STATION IS LOCATED 30.5 MILES NORTHWEST OF PRICE, 27 MILES
 KN0366'SOUTHEAST OF SPANISH FORK AND 11.5 MILES SOUTHWEST OF SOLDIER
 KN0366'SUMMIT.  IT IS AT THE EAST END OF BEAR RIDGE, AT THE HEAD OF
 KN0366'BENNION CREEK ON THE WEST SIDE OF THE DRAINAGE AND IN A THICK
 KN0366'GROWTH OF ASPEN TREES UP TO 50 FEET TALL.  AN OPEN SLOPE TO THE
 KN0366'SOUTHEAST ALLOWS SOME VISIBILITY IN THAT DIRECTION.
 KN0366'
 KN0366'TO REACH THE STATION FROM THE UTAH COUNTY LINE ON TOP OF SOLDIER
 KN0366'SUMMIT GO WEST ON U.S. HIGHWAYS 6 AND 50 FOR 6.7 MILES TO A REST
 KN0366'AREA ON THE LEFT.  TURN LEFT AND GO SOUTH ON GRAVEL AND DIRT
 KN0366'ROAD OUT OF THE EXTREME EAST END OF THE REST AREA UP CANYON FOR
 KN0366'7.6 MILES TO A FORK AND SIGN KELLYS CANYON.  TAKE LEFT FORK
 KN0366'AND CONTINUE SOUTH 0.4 MILE TO A SIDE ROAD LEFT.  CONTINUE
 KN0366'SOUTHERLY, UPHILL, 2.9 MILES TO A FORK ON RIDGE AND SIGN BEAR
 KN0366'RIDGE-SKYLINE DRIVE.  TURN RIGHT AND CLIMB WESTERLY ON TRACK
 KN0366'ROAD FOR 1.9 MILES TO A T-ROAD.  TURN LEFT AND GO NORTHWEST
 KN0366'ON TRACK ROAD 0.6 MILE TO A FORK AT SHEEP CAMPSITE.  TAKE
 KN0366'RIGHT FORK AND GO NORTH-NORTHEAST THROUGH WOODS ON TRACK ROAD
 KN0366'FOR 0.8 MILE TO TRIANGULAR BLAZED TREES ON EACH SIDE OF
 KN0366'ROAD AND END OF TRUCK TRAVEL.  PACK EASTERLY THROUGH TREES
 KN0366'FOR ABOUT 5 MINUTES TO POINT OF RIDGE AND STATION.
 KN0366'
 KN0366'THE STATION MARK IS A STANDARD DISK STAMPED BENNION 1937 WELDED
 KN0366'TO THE TOP OF A 4-INCH IRON PIPE PROJECTING 5 INCHES ABOVE
 KN0366'GROUND.
 KN0366'
 KN0366'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BENNION NO 1
 KN0366'1937 WELDED TO THE TOP OF A 2-INCH IRON PIPE PROJECTING 8 INCHES
 KN0366'ABOVE GROUND.  IT IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 KN0366'
 KN0366'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BENNION NO 2 1937
 KN0366'CEMENTED IN A DRILL HOLE IN A 10 X 5-FOOT BOULDER PROJECTING
 KN0366'2 FEET ABOVE GROUND ON THE DOWNHILL SIDE.  IT IS ABOUT 3 FEET
 KN0366'LOWER THAN THE STATION.
 KN0366'
 KN0366'REFERENCE MARK 1 TO REFERENCE MARK 2 MEASUREMENT BLOCKED BY
 KN0366'TREES.
 KN0366'
 KN0366'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--27 MILES
 KN0366'SOUTHEAST OF SPANISH FORK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0367 ***********************************************************************
 KN0367  DESIGNATION -  BENNION
 KN0367  PID         -  KN0367
 KN0367  STATE/COUNTY-  UT/UTAH
 KN0367  COUNTRY     -  US
 KN0367  USGS QUAD   -  SCOFIELD RESERVOIR (2017)
 KN0367
 KN0367                         *CURRENT SURVEY CONTROL
 KN0367  ______________________________________________________________________
 KN0367* NAD 83(1994) POSITION- 39 49 29.65878(N) 111 14 06.47173(W)   ADJUSTED
 KN0367* NAVD 88 ORTHO HEIGHT -  2807.0   (meters)     9209.    (feet) VERTCON3
 KN0367  ______________________________________________________________________
 KN0367  GEOID HEIGHT    -        -15.924 (meters)                     GEOID18
 KN0367  LAPLACE CORR    -          1.92  (seconds)                    DEFLEC18
 KN0367  HORZ ORDER      -  THIRD
 KN0367
 KN0367.The horizontal coordinates were established by classical geodetic methods
 KN0367.and adjusted by the National Geodetic Survey in November 1997.
 KN0367
 KN0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0367
 KN0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0367.GEOID18 height accuracy estimate available here.
 KN0367
 KN0367.Click photographs - Photos may exist for this station.
 KN0367
 KN0367.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0367
 KN0367. The following values were computed from the NAD 83(1994) position.
 KN0367
 KN0367;                    North         East     Units Scale Factor Converg.
 KN0367;SPC UT C     - 2,165,625.565   522,673.520   MT  0.99989884   +0 10 10.8
 KN0367;SPC UT C     - 7,105,056.54  1,714,804.71   sFT  0.99989884   +0 10 10.8
 KN0367;UTM  12      - 4,408,350.148   479,878.105   MT  0.99960498   -0 09 02.1
 KN0367
 KN0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0367!SPC UT C     -   0.99956232  x   0.99989884  =   0.99946120
 KN0367!UTM  12      -   0.99956232  x   0.99960498  =   0.99916747
 KN0367
 KN0367:                Primary Azimuth Mark                     Grid Az
 KN0367:SPC UT C     -  BENNION                                  018 48 17.1
 KN0367:UTM  12      -  BENNION                                  019 07 30.0
 KN0367
 KN0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK7987808350(NAD 83)
 KN0367
 KN0367|---------------------------------------------------------------------|
 KN0367| PID    Reference Object                     Distance      Geod. Az  |
 KN0367|                                                           dddmmss.s |
 KN0367| KN0366 BENNION                             APPROX. 1.2 KM 0185827.9 |
 KN0367|---------------------------------------------------------------------|
 KN0367
 KN0367                          SUPERSEDED SURVEY CONTROL
 KN0367
 KN0367  NAD 83(1993)-  39 49 29.65664(N)    111 14 06.46920(W) AD(       ) 3
 KN0367  NAD 83(1986)-  39 49 29.64799(N)    111 14 06.46593(W) AD(       ) 3
 KN0367  NAD 27      -  39 49 29.79734(N)    111 14 03.83943(W) AD(       ) 3
 KN0367  NGVD 29 (07/19/86) 2805.7    (m)         9205.     (f) VERT ANG       
 KN0367
 KN0367.Superseded values are not recommended for survey control.
 KN0367
 KN0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0367.See file dsdata.pdf to determine how the superseded data were derived.
 KN0367
 KN0367
 KN0367  HISTORY     - Date     Condition        Report By
 KN0367  HISTORY     - 1937     MONUMENTED       USGS
 KN0367  HISTORY     - 1964     GOOD             USGS
 KN0367
 KN0367                          STATION DESCRIPTION
 KN0367
 KN0367'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 KN0367'LOCATED 6.1 MI. S. OF SOLDIER SUMMIT, THEN 8.2 MI. W. OF ON BEAR
 KN0367'RIDGE, AT STEEP E. BREAK BETWEEN BENNION AND PORTOWN CREEKS, AT E.
 KN0367'BREAK OF KNOLL WHICH IS AT E. END OF SHALLOW SADDLE.
 KN0367'
 KN0367'TO REACH FROM THE JUNCTION OF SKYLINE DRIVE AND U.S. HIGHWAY 50, GO
 KN0367'S. ON SKYLINE DRIVE FOR 9.8 MI. TO BENNION CREEK RD., THEN E. ON
 KN0367'BENNION CREEK RD. FOR 5.8 MI. TO STATION.  STATION IS ABOUT 300 FT.
 KN0367'N. OF RD.
 KN0367'
 KN0367'STATION MARK - STANDARD TABLET STAMPED ---BENNION 1937--- CEMENTED IN
 KN0367'SANDSTONE OUTCROP.
 KN0367'
 KN0367'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---1---
 KN0367'CEMENTED IN SANDSTONE OUTCROP, 20.18 FT. FROM STATION MARK,
 KN0367'N 70 DEG 18 MIN W.
 KN0367'
 KN0367'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER IN BLAZE ON S. SIDE
 KN0367'OF 8 IN. ASPEN TREE, 48.06 FT. DISTANT FROM STATION MARK,
 KN0367'N 36 DEG 57 MIN E.
 KN0367'
 KN0367'REFERENCE MARK NO.2 NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0437 ***********************************************************************
 KO0437  DESIGNATION -  BENNION
 KO0437  PID         -  KO0437
 KO0437  STATE/COUNTY-  UT/TOOELE
 KO0437  COUNTRY     -  US
 KO0437  USGS QUAD   -  ERICKSON KNOLL (2017)
 KO0437
 KO0437                         *CURRENT SURVEY CONTROL
 KO0437  ______________________________________________________________________
 KO0437* NAD 83(1994) POSITION- 39 59 04.22717(N) 112 32 25.39530(W)   ADJUSTED
 KO0437* NAVD 88 ORTHO HEIGHT -  2827.9   (meters)     9278.    (feet) VERTCON3
 KO0437  ______________________________________________________________________
 KO0437  GEOID HEIGHT    -        -17.842 (meters)                     GEOID18
 KO0437  LAPLACE CORR    -          5.27  (seconds)                    DEFLEC18
 KO0437  HORZ ORDER      -  THIRD
 KO0437
 KO0437.The horizontal coordinates were established by classical geodetic methods
 KO0437.and adjusted by the National Geodetic Survey in November 1997.
 KO0437
 KO0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0437
 KO0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0437.GEOID18 height accuracy estimate available here.
 KO0437
 KO0437.Click photographs - Photos may exist for this station.
 KO0437
 KO0437.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0437
 KO0437. The following values were computed from the NAD 83(1994) position.
 KO0437
 KO0437;                    North         East     Units Scale Factor Converg.
 KO0437;SPC UT C     - 2,183,828.072   411,147.910   MT  0.99990221   -0 39 59.2
 KO0437;SPC UT C     - 7,164,775.93  1,348,907.77   sFT  0.99990221   -0 39 59.2
 KO0437;UTM  12      - 4,427,173.904   368,480.473   MT  0.99981294   -0 59 23.9
 KO0437
 KO0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0437!SPC UT C     -   0.99955935  x   0.99990221  =   0.99946161
 KO0437!UTM  12      -   0.99955935  x   0.99981294  =   0.99937237
 KO0437
 KO0437:                Primary Azimuth Mark                     Grid Az
 KO0437:SPC UT C     -  SKULL 2                                  278 43 08.2
 KO0437:UTM  12      -  SKULL 2                                  279 02 32.9
 KO0437
 KO0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK6848027173(NAD 83)
 KO0437
 KO0437|---------------------------------------------------------------------|
 KO0437| PID    Reference Object                     Distance      Geod. Az  |
 KO0437|                                                           dddmmss.s |
 KO0437| LP0460 SKULL 2                             APPROX.15.8 KM 2780309.0 |
 KO0437|---------------------------------------------------------------------|
 KO0437
 KO0437                          SUPERSEDED SURVEY CONTROL
 KO0437
 KO0437  NAD 83(1993)-  39 59 04.21856(N)    112 32 25.38371(W) AD(       ) 3
 KO0437  NAD 83(1986)-  39 59 04.22049(N)    112 32 25.38324(W) AD(       ) 3
 KO0437  NAD 27      -  39 59 04.42197(N)    112 32 22.54263(W) AD(       ) 3
 KO0437  NGVD 29 (07/19/86) 2826.6    (m)         9274.     (f) VERT ANG       
 KO0437
 KO0437.Superseded values are not recommended for survey control.
 KO0437
 KO0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0437.See file dsdata.pdf to determine how the superseded data were derived.
 KO0437
 KO0437_MARKER: DB = BENCH MARK DISK
 KO0437_SETTING: 66 = SET IN ROCK OUTCROP
 KO0437_MARK LOGO: USGS
 KO0437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0437+STABILITY: POSITION/ELEVATION WELL
 KO0437
 KO0437  HISTORY     - Date     Condition        Report By
 KO0437  HISTORY     - 1952     MONUMENTED       USGS
 KO0437  HISTORY     - 1952     GOOD             USGS
 KO0437
 KO0437                          STATION DESCRIPTION
 KO0437
 KO0437'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 KO0437'LOCATED ABOUT 7.5 MI. SW. OF VERNON, 6.0 MI. W. OF DEPARTMENT OF
 KO0437'AGRICULTURE EXPERIMENT STATION AT BENMORE, ON THE SUMMIT OF A ROCKY
 KO0437'PEAK AT THE HEAD OF NORTH PINE CANYON.
 KO0437'
 KO0437'TO REACH FROM VERNON, DRIVE SE. ON STATE HIGHWAY 36 FOR 0.7 MI. TO
 KO0437'Y-RD., GO RIGHT (S.) 4.9 MI. TO DEPARTMENT OF AGRICULTURE STATION
 KO0437'AT E-W. RD., GO RIGHT (W.) 6.8 MI. UP NORTH OAK BRUSH CANYON TO MINE
 KO0437'AND MILL SITE AND END OF RD.  WALK NW. 0.75 MI. TO SECOND PEAK NW.
 KO0437'OF THE MINE AND STATION.  ABOUT 1-1/2 HOUR PACK.
 KO0437'
 KO0437'THE TABLET DESCRIBED AS A
 KO0437'REFERENCE MARK IS A STANDARD STATION MARK TABLET AND WAS USED AS
 KO0437'THE NEW STATION MARK.  IT COULD NOT BE OCCUPIED ON CENTER WITHOUT
 KO0437'CONSTRUCTING A SPECIAL INSTRUMENT STAND AS IT IS CEMENTED IN THE
 KO0437'TOP OF A 2 X 3 FT. ROUNDED TOP ROCK THAT PROJECTS 4 FT. ABOVE THE
 KO0437'SURROUNDING ROCKS.  THIS ROCK HAS THE APPEARANCE OF A CAIRN WHEN
 KO0437'SEEN FROM A DISTANCE.
 KO0437'
 KO0437'STATION MARK--STANDARD TABLET, NOT STAMPED, CEMENTED IN TOP OF
 KO0437'HIGHEST OUTCROP.  (THIS WAS REFERENCE MARK FOR ORIGINAL STATION
 KO0437'---BENNION---.)
 KO0437'
 KO0437'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0679 ***********************************************************************
 MS0679  DESIGNATION -  BERGESON 2
 MS0679  PID         -  MS0679
 MS0679  STATE/COUNTY-  UT/CACHE
 MS0679  COUNTRY     -  US
 MS0679  USGS QUAD   -  CLARKSTON (2017)
 MS0679
 MS0679                         *CURRENT SURVEY CONTROL
 MS0679  ______________________________________________________________________
 MS0679* NAD 83(1994) POSITION- 41 59 37.62993(N) 112 00 01.11592(W)   ADJUSTED
 MS0679* NAVD 88 ORTHO HEIGHT -  1818.9   (meters)     5968.    (feet) VERTCON3
 MS0679  ______________________________________________________________________
 MS0679  GEOID HEIGHT    -        -14.705 (meters)                     GEOID18
 MS0679  LAPLACE CORR    -         -3.68  (seconds)                    DEFLEC18
 MS0679  HORZ ORDER      -  THIRD
 MS0679
 MS0679.The horizontal coordinates were established by classical geodetic methods
 MS0679.and adjusted by the National Geodetic Survey in November 1997.
 MS0679
 MS0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0679
 MS0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0679.GEOID18 height accuracy estimate available here.
 MS0679
 MS0679.Click photographs - Photos may exist for this station.
 MS0679
 MS0679.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0679
 MS0679. The following values were computed from the NAD 83(1994) position.
 MS0679
 MS0679;                    North         East     Units Scale Factor Converg.
 MS0679;SPC UT N     - 1,184,523.056   458,543.437   MT  1.00004094   -0 19 47.6
 MS0679;SPC UT N     - 3,886,222.73  1,504,404.59   sFT  1.00004094   -0 19 47.6
 MS0679;UTM  12      - 4,649,570.213   417,148.198   MT  0.99968446   -0 40 09.5
 MS0679
 MS0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0679!SPC UT N     -   0.99971711  x   1.00004094  =   0.99975804
 MS0679!UTM  12      -   0.99971711  x   0.99968446  =   0.99940166
 MS0679
 MS0679:                Primary Azimuth Mark                     Grid Az
 MS0679:SPC UT N     -  CLARK                                    234 08 27.0
 MS0679:UTM  12      -  CLARK                                    234 28 48.9
 MS0679
 MS0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM1714849570(NAD 83)
 MS0679
 MS0679|---------------------------------------------------------------------|
 MS0679| PID    Reference Object                     Distance      Geod. Az  |
 MS0679|                                                           dddmmss.s |
 MS0679| MS0686 CLARK                               APPROX.13.0 KM 2334839.4 |
 MS0679|---------------------------------------------------------------------|
 MS0679
 MS0679                          SUPERSEDED SURVEY CONTROL
 MS0679
 MS0679  NAD 83(1993)-  41 59 37.62965(N)    112 00 01.10350(W) AD(       ) 3
 MS0679  NAD 83(1992)-  41 59 37.63181(N)    112 00 01.09830(W) AD(       ) 3
 MS0679  NAD 83(1986)-  41 59 37.63145(N)    112 00 01.09179(W) AD(       ) 3
 MS0679  NAD 27      -  41 59 37.90432(N)    111 59 58.26038(W) AD(       ) 3
 MS0679  NGVD 29 (07/19/86) 1817.8    (m)         5964.     (f) VERT ANG       
 MS0679
 MS0679.Superseded values are not recommended for survey control.
 MS0679
 MS0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0679.See file dsdata.pdf to determine how the superseded data were derived.
 MS0679
 MS0679_MARKER: DS = TRIANGULATION STATION DISK
 MS0679_SETTING: 0 = UNSPECIFIED SETTING
 MS0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0679
 MS0679  HISTORY     - Date     Condition        Report By
 MS0679  HISTORY     - 1963     MONUMENTED       USGS
 MS0679
 MS0679                          STATION DESCRIPTION
 MS0679
 MS0679'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MS0679'LOCATED ABOUT 6 MI. NE. OF CLARKSTON, 3 MI. NW. OF CORNISH, AND
 MS0679'APPROXIMATELY 0.3 MI. S. OF IDAHO-UTAH BORDER, ON THE TOP OF THE
 MS0679'HIGHEST HILL KNOWN LOCALLY AS BERGESON HILL.
 MS0679'NOTE--STATION --BERGESON-- SET BY H. H. HODGESON, 1913 WAS SEARCHED
 MS0679'FOR BUT NOT FOUND.
 MS0679'TO REACH FROM POST OFFICE AND GENERAL STORE IN CORNISH, GO W. 1.1 MI.
 MS0679'TO END OF BLACKTOP, CONTINUE STRAIGHT ON GRAVELED RD. 0.2 MI. TO GATE,
 MS0679'PASS THROUGH GATE AND KEEP MAIN TRAVELED RD. SW., THEN N. FOR 4 MI. TO
 MS0679'S. BASE OF A STEEP HILL, DRIVE N. TO TOP AND STATION 0.25 MI. (4-WHEEL
 MS0679'VEHICLE NEEDED FOR LAST DISTANCE).
 MS0679'STATION MARK--STANDARD TABLET STAMPED---BERGESON 2 1963---, CEMENTED
 MS0679'IN TOP OF CONCRETE POST PROJECTING 0.2 FT. ABOVE GROUND.
 MS0679'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 MS0679'1963---, SET IN TOP OF CONCRETE POST PROJECTING 0.4 FT. ABOVE GROUND,
 MS0679'35.58 FT. FROM STATION 205 DEGREES SW 44 MINUTES 34 SECONDS.
 MS0679'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 MS0679'1963---, SET IN TOP OF CONCRETE POST PROJECTING 0.3 FT. ABOVE GROUND,
 MS0679'38.17 FT. FROM STATION 285 DEGREES NW 57 MINUTES 50 SECONDS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0459 ***********************************************************************
 JN0459  DESIGNATION -  BERT
 JN0459  PID         -  JN0459
 JN0459  STATE/COUNTY-  UT/WAYNE
 JN0459  COUNTRY     -  US
 JN0459  USGS QUAD   -  BURR POINT (2017)
 JN0459
 JN0459                         *CURRENT SURVEY CONTROL
 JN0459  ______________________________________________________________________
 JN0459* NAD 83(1994) POSITION- 38 09 43.98405(N) 110 27 38.06425(W)   ADJUSTED
 JN0459* NAVD 88 ORTHO HEIGHT -  1703.7   (meters)     5590.    (feet) VERTCON3
 JN0459  ______________________________________________________________________
 JN0459  GEOID HEIGHT    -        -20.308 (meters)                     GEOID18
 JN0459  LAPLACE CORR    -         -5.28  (seconds)                    DEFLEC18
 JN0459  HORZ ORDER      -  THIRD
 JN0459
 JN0459.The horizontal coordinates were established by classical geodetic methods
 JN0459.and adjusted by the National Geodetic Survey in November 1997.
 JN0459
 JN0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0459
 JN0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0459.GEOID18 height accuracy estimate available here.
 JN0459
 JN0459.Click photographs - Photos may exist for this station.
 JN0459
 JN0459.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0459
 JN0459. The following values were computed from the NAD 83(1994) position.
 JN0459
 JN0459;                    North         East     Units Scale Factor Converg.
 JN0459;SPC UT S     - 3,166,490.659   591,089.592   MT  0.99997302   +0 38 12.6
 JN0459;SPC UT S     -10,388,728.10  1,939,266.44   sFT  0.99997302   +0 38 12.6
 JN0459;UTM  12      - 4,223,951.123   547,255.866   MT  0.99962750   +0 19 59.9
 JN0459
 JN0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0459!SPC UT S     -   0.99973592  x   0.99997302  =   0.99970895
 JN0459!UTM  12      -   0.99973592  x   0.99962750  =   0.99936352
 JN0459
 JN0459:                Primary Azimuth Mark                     Grid Az
 JN0459:SPC UT S     -  ADOBE                                    325 45 19.0
 JN0459:UTM  12      -  ADOBE                                    326 03 31.7
 JN0459
 JN0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH4725523951(NAD 83)
 JN0459
 JN0459|---------------------------------------------------------------------|
 JN0459| PID    Reference Object                     Distance      Geod. Az  |
 JN0459|                                                           dddmmss.s |
 JN0459| JN0458 ADOBE                               APPROX. 5.1 KM 3262331.6 |
 JN0459|---------------------------------------------------------------------|
 JN0459
 JN0459                          SUPERSEDED SURVEY CONTROL
 JN0459
 JN0459  NAD 83(1986)-  38 09 43.97672(N)    110 27 38.06270(W) AD(       ) 3
 JN0459  NAD 27      -  38 09 44.02833(N)    110 27 35.54624(W) AD(       ) 3
 JN0459  NGVD 29 (07/19/86) 1702.7    (m)         5586.     (f) VERT ANG       
 JN0459
 JN0459.Superseded values are not recommended for survey control.
 JN0459
 JN0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0459.See file dsdata.pdf to determine how the superseded data were derived.
 JN0459
 JN0459_MARKER: DD = SURVEY DISK
 JN0459_SETTING: 80 = SET IN A BOULDER
 JN0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0459+STABILITY: SURFACE MOTION
 JN0459
 JN0459  HISTORY     - Date     Condition        Report By
 JN0459  HISTORY     - 1952     MONUMENTED       USGS
 JN0459
 JN0459                          STATION DESCRIPTION
 JN0459
 JN0459'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0459'LOCATED ABOUT 24 MI. N. OF HITE 5.5 MI. NW. OF INTERSECTION OF POISON
 JN0459'SPRING CANYON AND DIRTY DEVIL RIVER, 0.7 MI. W. OF THE DIRTY DEVIL
 JN0459'RIVER THE EASTERN-MOST PART OF BURR POINT.
 JN0459'
 JN0459'STATION MARK - STANDARD TABLET STAMPED ---BERT 1952--- CEMENTED IN
 JN0459'BOULDER SET FLUSH WITH GROUND.
 JN0459'
 JN0459'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---BERT
 JN0459'NO.1 1952--- CEMENTED IN SANDSTONE OUTCROP 71.90 FT. FROM STATION
 JN0459'MARK, S 51 DEG 52 MIN W.
 JN0459'
 JN0459'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---BERT
 JN0459'NO.2 1952--- CEMENTED IN SANDSTONE OUTCROP, 81.20 FT. FROM STATION
 JN0459'MARK, S 37 DEG 30 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1054 ***********************************************************************
 LO1054  DESIGNATION -  BETSY
 LO1054  PID         -  LO1054
 LO1054  STATE/COUNTY-  UT/SUMMIT
 LO1054  COUNTRY     -  US
 LO1054  USGS QUAD   -  GILBERT PEAK NE (2017)
 LO1054
 LO1054                         *CURRENT SURVEY CONTROL
 LO1054  ______________________________________________________________________
 LO1054* NAD 83(1994) POSITION- 40 59 46.26535(N) 110 16 12.93476(W)   ADJUSTED
 LO1054* NAVD 88 ORTHO HEIGHT -  2644.1   (meters)     8675.    (feet) VERTCON3
 LO1054  ______________________________________________________________________
 LO1054  GEOID HEIGHT    -        -12.895 (meters)                     GEOID18
 LO1054  LAPLACE CORR    -         -4.61  (seconds)                    DEFLEC18
 LO1054  HORZ ORDER      -  THIRD
 LO1054
 LO1054.The horizontal coordinates were established by classical geodetic methods
 LO1054.and adjusted by the National Geodetic Survey in November 1997.
 LO1054
 LO1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1054
 LO1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1054.GEOID18 height accuracy estimate available here.
 LO1054
 LO1054.Click photographs - Photos may exist for this station.
 LO1054
 LO1054.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1054
 LO1054. The following values were computed from the NAD 83(1994) position.
 LO1054
 LO1054;                    North         East     Units Scale Factor Converg.
 LO1054;SPC UT N     - 1,074,341.117   603,463.494   MT  0.99996666   +0 48 39.0
 LO1054;SPC UT N     - 3,524,734.15  1,979,863.15   sFT  0.99996666   +0 48 39.0
 LO1054;UTM  12      - 4,538,589.952   561,376.054   MT  0.99964636   +0 28 43.4
 LO1054
 LO1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1054!SPC UT N     -   0.99958743  x   0.99996666  =   0.99955411
 LO1054!UTM  12      -   0.99958743  x   0.99964636  =   0.99923394
 LO1054
 LO1054:                Primary Azimuth Mark                     Grid Az
 LO1054:SPC UT N     -  ET 65                                    249 11 12.8
 LO1054:UTM  12      -  ET 65                                    249 31 08.4
 LO1054
 LO1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL6137638589(NAD 83)
 LO1054
 LO1054|---------------------------------------------------------------------|
 LO1054| PID    Reference Object                     Distance      Geod. Az  |
 LO1054|                                                           dddmmss.s |
 LO1054| LO1056 ET 65                               APPROX. 6.1 KM 2495951.8 |
 LO1054|---------------------------------------------------------------------|
 LO1054
 LO1054                          SUPERSEDED SURVEY CONTROL
 LO1054
 LO1054  NAD 83(1993)-  40 59 46.26536(N)    110 16 12.93461(W) AD(       ) 3
 LO1054  NAD 83(1986)-  40 59 46.24380(N)    110 16 12.92873(W) AD(       ) 3
 LO1054  NAD 27      -  40 59 46.43050(N)    110 16 10.36236(W) AD(       ) 3
 LO1054  NGVD 29 (07/19/86) 2642.6    (m)         8670.     (f) VERT ANG       
 LO1054
 LO1054.Superseded values are not recommended for survey control.
 LO1054
 LO1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1054.See file dsdata.pdf to determine how the superseded data were derived.
 LO1054
 LO1054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO1054+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2008
 LO1054
 LO1054  HISTORY     - Date     Condition        Report By
 LO1054  HISTORY     - 1958     MONUMENTED       USFS
 LO1054  HISTORY     - 1965     GOOD             USGS
 LO1054  HISTORY     - 20080918 GOOD             UINTA
 LO1054
 LO1054                          STATION DESCRIPTION
 LO1054
 LO1054'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 LO1054'LOCATED ABOUT 7.3 MI. SW. OF LONETREE, WYOMING, ABOUT 0.4 MI. SE. OF
 LO1054'HENRYS FORK CREEK, JUST N. OF THE WYOMING-UTAH STATE LINE, ABOUT 400
 LO1054'FT. NW. OF A RD. GOING FROM LONETREE TO HENRYS FORK, ON A LOW,
 LO1054'ROUNDED, BARE RIDGE.
 LO1054'
 LO1054'TO REACH FROM LONETREE, GO S. 0.2 MI. TO T-RD. FORK, TURN RIGHT (W.)
 LO1054'AND DRIVE 0.7 MI. TO ANOTHER T-RD. FORK, TURN LEFT (S.) AND GO 1.3
 LO1054'MI. TO RD. FORK AT SIGN ---HENRYS FORK PARK 10---, TURN RIGHT TOWARDS
 LO1054'HENRYS FORK PARK AND PROCEED 0.4 MI. TO A Y-FORK, TAKE RIGHT FORK FOR
 LO1054'4.5 MI. TO ANOTHER Y-FORK, TAKE RIGHT FORK FOR 1.1 MI. TO CREST OF A
 LO1054'HILL, TURN RIGHT OFF RD. AND GO ABOUT 400 FT. NW. TO STATION.
 LO1054'
 LO1054'RECOVERED.
 LO1054'
 LO1054'STATION MARK--A USDA FOREST SERVICE TABLET, STAMPED ---BETSY 1958---,
 LO1054'CEMENTED IN BOULDER.
 LO1054'
 LO1054'REFERENCE MARKS NOT FOUND.
 LO1054'
 LO1054'REFERENCE MARK NO. 1--CHISELED CROSS, ON ROCK.
 LO1054'
 LO1054'REFERENCE MARK NO. 2--CHISELED CROSS, ON ROCK.
 LO1054
 LO1054                          STATION RECOVERY (2008)
 LO1054
 LO1054'RECOVERY NOTE BY UINTA ENGINEERING INC 2008 (ENW)
 LO1054'THIS STATION IS LOCATED IN UINTA COUNTY, WYOMING.  NGS DATA CONTROL
 LO1054'SHEEETS INCORRECTLY LIST THE STATION AS BEING IN SUMMIT COUNTY, UTAH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DN6720 ***********************************************************************
 DN6720  HT_MOD      -  This is a Height Modernization Survey Station.
 DN6720  DESIGNATION -  BF 1
 DN6720  PID         -  DN6720
 DN6720  STATE/COUNTY-  UT/KANE
 DN6720  COUNTRY     -  US
 DN6720  USGS QUAD   -  BULLFROG (2017)
 DN6720
 DN6720                         *CURRENT SURVEY CONTROL
 DN6720  ______________________________________________________________________
 DN6720* NAD 83(2011) POSITION- 37 30 42.06009(N) 110 43 05.23097(W)   ADJUSTED
 DN6720* NAD 83(2011) ELLIP HT-  1108.963 (meters)        (06/27/12)   ADJUSTED
 DN6720* NAD 83(2011) EPOCH   -  2010.00
 DN6720* NAVD 88 ORTHO HEIGHT -  1131.39  (meters)     3711.9   (feet) GPS OBS
 DN6720  ______________________________________________________________________
 DN6720  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DN6720  GEOID HEIGHT    -        -22.406 (meters)                     GEOID09
 DN6720  GEOID HEIGHT    -        -22.353 (meters)                     GEOID18
 DN6720  NAD 83(2011) X  - -1,792,377.249 (meters)                     COMP
 DN6720  NAD 83(2011) Y  - -4,738,855.835 (meters)                     COMP
 DN6720  NAD 83(2011) Z  -  3,863,268.035 (meters)                     COMP
 DN6720  LAPLACE CORR    -          1.62  (seconds)                    DEFLEC18
 DN6720
 DN6720  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6720  Standards:
 DN6720         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6720            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6720  -------------------------------------------------------------------
 DN6720  NETWORK    0.27   0.69           0.12   0.10   0.35      0.01370271
 DN6720  -------------------------------------------------------------------
 DN6720  Click here for local accuracies and other accuracy information.
 DN6720
 DN6720.The horizontal coordinates were established by GPS observations
 DN6720.and adjusted by the National Geodetic Survey in June 2012.
 DN6720
 DN6720.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6720.been affixed to the stable North American tectonic plate. See 
 DN6720.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6720
 DN6720.The horizontal coordinates are valid at the epoch date displayed above
 DN6720.which is a decimal equivalence of Year/Month/Day.
 DN6720
 DN6720.The orthometric height was determined by GPS observations and a
 DN6720.high-resolution geoid model using precise GPS observation and
 DN6720.processing techniques.
 DN6720
 DN6720.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6720.GEOID18 height accuracy estimate available here.
 DN6720
 DN6720.Click photographs - Photos may exist for this station.
 DN6720
 DN6720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6720
 DN6720.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6720
 DN6720.The ellipsoidal height was determined by GPS observations
 DN6720.and is referenced to NAD 83.
 DN6720
 DN6720. The following values were computed from the NAD 83(2011) position.
 DN6720
 DN6720;                    North         East     Units Scale Factor Converg.
 DN6720;SPC UT S     - 3,094,071.469   569,123.943   MT  0.99996254   +0 28 44.6
 DN6720;SPC UT S     -10,151,132.81  1,867,200.80   sFT  0.99996254   +0 28 44.6
 DN6720;UTM  12      - 4,151,674.840   524,911.563   MT  0.99960764   +0 10 17.9
 DN6720
 DN6720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6720!SPC UT S     -   0.99982601  x   0.99996254  =   0.99978856
 DN6720!UTM  12      -   0.99982601  x   0.99960764  =   0.99943372
 DN6720
 DN6720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2491151674(NAD 83)
 DN6720
 DN6720                          SUPERSEDED SURVEY CONTROL
 DN6720
 DN6720  NAD 83(2007)-  37 30 42.05951(N)    110 43 05.23129(W) AD(2002.00) B
 DN6720  ELLIP H (03/19/12) 1108.986  (m)                       GP(2002.00) 3 1
 DN6720
 DN6720.Superseded values are not recommended for survey control.
 DN6720
 DN6720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6720.See file dsdata.pdf to determine how the superseded data were derived.
 DN6720
 DN6720_MARKER: DH = HORIZONTAL CONTROL DISK
 DN6720_SETTING: 66 = SET IN ROCK OUTCROP
 DN6720_STAMPING: BF 1 2006
 DN6720_MARK LOGO: NGS
 DN6720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN6720+STABILITY: POSITION/ELEVATION WELL
 DN6720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6720+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2020
 DN6720
 DN6720  HISTORY     - Date     Condition        Report By
 DN6720  HISTORY     - 20060509 MONUMENTED       NGS
 DN6720  HISTORY     - 20200215 GOOD             INDIV
 DN6720
 DN6720                          STATION DESCRIPTION
 DN6720
 DN6720'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 DN6720'STATION BF 1 IS LOCATED ON THE NORTH SIDE OF THE PERMANENT FERRY RAMP
 DN6720'AT THE END OF UTAH HIGHWAY 276 LOCATED WITHIN THE NATIONAL PARK
 DN6720'SERVICE'S BULLFROG MARINA PROPERTY ON THE NORTHERLY SHORE AT
 DN6720'APPROXIMATELY MID-POINT OF LAKE POWELL - NOTE THAT THE ACTIVE FERRY
 DN6720'RAMP MAY CHANGE WITH THE LAKE'S WATER LEVEL  DO NOT ASSUME THE ACTIVE
 DN6720'RAMP IS THE PERMANENT RAMP AND DO NOT ASSUME SIGNS TO THE FERRY RAMP
 DN6720'WILL GUIDE YOU TO THE CORRECT LOCATION.
 DN6720'
 DN6720'TO REACH THE STATION FROM THE NPS FEE STATION AT THE ENTRANCE TO
 DN6720'BULLFROG MARINA ON UTAH HIGHWAY 276, PROCEED SOUTHERLY 0.75 MILES (1.2
 DN6720'KM) TO A LEFT TURN.  TURN LEFT (SOUTH) AND PROCEED 1.6 MILES (2.6 KM)
 DN6720'TO THE HEAD OF THE FERRY RAMP AND A ASPHALT PARKING AREA ON THE RIGHT
 DN6720'(NORTH).  PARK AT THIS LOCATION AND WALK TOWARD THE LAKE ALONG THE TOP
 DN6720'OF THE CUT FOR THE RAMP TO THE EXPOSED SANDSTONE.
 DN6720'
 DN6720'THE STATION IS A BRASS DISK, STAMPED BF 1 2006, SET IN EXPOSED
 DN6720'SANDSTONE BEDROCK.  IT IS APPROX.  10 M (32.8 FT) NORTH OF THE NORTH
 DN6720'EDGE OF THE CONCRETE FERRY RAMP, APPROXIMATELY 81.9 M (268.7 FT) WEST
 DN6720'OF THE  BULL FROG FERRY RAMP  SIGN AT THE PARKING / OUTHOUSE AREA, AND
 DN6720'APPROXIMATELY 2 M (6.6 FT) BELOW THE GRAVEL/SOIL/COBBLE LAYER ATOP
 DN6720'BARE ROCK.
 DN6720'
 DN6720'STATION FH 6 IS VISIBLE FROM THIS STATION.
 DN6720
 DN6720                          STATION RECOVERY (2020)
 DN6720
 DN6720'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 DN6720'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DN6717 ***********************************************************************
 DN6717  HT_MOD      -  This is a Height Modernization Survey Station.
 DN6717  DESIGNATION -  BF 2
 DN6717  PID         -  DN6717
 DN6717  STATE/COUNTY-  UT/KANE
 DN6717  COUNTRY     -  US
 DN6717  USGS QUAD   -  BULLFROG (2017)
 DN6717
 DN6717                         *CURRENT SURVEY CONTROL
 DN6717  ______________________________________________________________________
 DN6717* NAD 83(2011) POSITION- 37 31 54.48461(N) 110 42 36.64281(W)   ADJUSTED
 DN6717* NAD 83(2011) ELLIP HT-  1206.969 (meters)        (06/27/12)   ADJUSTED
 DN6717* NAD 83(2011) EPOCH   -  2010.00
 DN6717* NAVD 88 ORTHO HEIGHT -  1229.34  (meters)     4033.3   (feet) GPS OBS
 DN6717  ______________________________________________________________________
 DN6717  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DN6717  GEOID HEIGHT    -        -22.351 (meters)                     GEOID09
 DN6717  GEOID HEIGHT    -        -22.283 (meters)                     GEOID18
 DN6717  NAD 83(2011) X  - -1,791,266.901 (meters)                     COMP
 DN6717  NAD 83(2011) Y  - -4,737,904.629 (meters)                     COMP
 DN6717  NAD 83(2011) Z  -  3,865,098.962 (meters)                     COMP
 DN6717  LAPLACE CORR    -          1.61  (seconds)                    DEFLEC18
 DN6717
 DN6717  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6717  Standards:
 DN6717         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6717            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6717  -------------------------------------------------------------------
 DN6717  NETWORK    0.29   0.69           0.13   0.10   0.35      0.01050294
 DN6717  -------------------------------------------------------------------
 DN6717  Click here for local accuracies and other accuracy information.
 DN6717
 DN6717.The horizontal coordinates were established by GPS observations
 DN6717.and adjusted by the National Geodetic Survey in June 2012.
 DN6717
 DN6717.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6717.been affixed to the stable North American tectonic plate. See 
 DN6717.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6717
 DN6717.The horizontal coordinates are valid at the epoch date displayed above
 DN6717.which is a decimal equivalence of Year/Month/Day.
 DN6717
 DN6717.The orthometric height was determined by GPS observations and a
 DN6717.high-resolution geoid model using precise GPS observation and
 DN6717.processing techniques.
 DN6717
 DN6717.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6717.GEOID18 height accuracy estimate available here.
 DN6717
 DN6717.Click photographs - Photos may exist for this station.
 DN6717
 DN6717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6717
 DN6717.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6717
 DN6717.The ellipsoidal height was determined by GPS observations
 DN6717.and is referenced to NAD 83.
 DN6717
 DN6717. The following values were computed from the NAD 83(2011) position.
 DN6717
 DN6717;                    North         East     Units Scale Factor Converg.
 DN6717;SPC UT S     - 3,096,310.040   569,807.125   MT  0.99996094   +0 29 02.1
 DN6717;SPC UT S     -10,158,477.19  1,869,442.21   sFT  0.99996094   +0 29 02.1
 DN6717;UTM  12      - 4,153,908.923   525,606.499   MT  0.99960808   +0 10 35.6
 DN6717
 DN6717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6717!SPC UT S     -   0.99981064  x   0.99996094  =   0.99977158
 DN6717!UTM  12      -   0.99981064  x   0.99960808  =   0.99941879
 DN6717
 DN6717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2560653908(NAD 83)
 DN6717
 DN6717                          SUPERSEDED SURVEY CONTROL
 DN6717
 DN6717  NAD 83(2007)-  37 31 54.48402(N)    110 42 36.64313(W) AD(2002.00) B
 DN6717  ELLIP H (03/19/12) 1206.992  (m)                       GP(2002.00) 3 1
 DN6717
 DN6717.Superseded values are not recommended for survey control.
 DN6717
 DN6717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6717.See file dsdata.pdf to determine how the superseded data were derived.
 DN6717
 DN6717_MARKER: DH = HORIZONTAL CONTROL DISK
 DN6717_SETTING: 66 = SET IN ROCK OUTCROP
 DN6717_STAMPING: BF 2 2006
 DN6717_MARK LOGO: NGS
 DN6717_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN6717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN6717+STABILITY: POSITION/ELEVATION WELL
 DN6717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6717+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2006
 DN6717
 DN6717  HISTORY     - Date     Condition        Report By
 DN6717  HISTORY     - 20060509 MONUMENTED       NGS
 DN6717
 DN6717                          STATION DESCRIPTION
 DN6717
 DN6717'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 DN6717'STATION BF 2 IS LOCATED ON AN EXPOSED KNOB OF SANDSTONE BEHIND, AND
 DN6717'ABOVE, THE WATER TANKS FOR BULLFROG MARINA. IT IS WITHIN THE NATIONAL
 DN6717'PARK SERVICE'S BULLFROG MARINA PROPERTY LOCATED ON THE NORTHERLY SHORE
 DN6717'AT APPROXIMATELY MID-POINT OF LAKE POWELL
 DN6717'
 DN6717'TO REACH THE STATION FROM THE NPS FEE STATION AT THE ENTRANCE TO
 DN6717'BULLFROG MARINA ON UTAH HIGHWAY 276, PROCEED SOUTHERLY 0.8 MILES (1.3
 DN6717'KM) PAST THE LEFT TURN TO THE FERRY RAMP (UTAH HIGHWAY 276) TO A RIGHT
 DN6717'TURN AND ACCESS TO THE TWIN WATER TANKS.  PROCEED THROUGH THE LOCKED
 DN6717'GATE 0.1 MILES (0.16 KM) TO THE BASE OF THE WATER TANKS AND THE
 DN6717'PARKING AREA.  FROM THE PARKING AREA, WALK BETWEEN THE TANKS, TENDING
 DN6717'TO THE RIGHT, TOWARD A LOW PORTION OF THE CUT BANK BEHIND THE TANKS.
 DN6717'WALK UP THE CUT BANK AT THIS LOW SPOT AND PROCEED TO THE TOP OF THE
 DN6717'KNOB OF EXPOSED SANDSTONE / SLICKROCK AND THE STATION.
 DN6717'
 DN6717'THE STATION IS A BRASS DISK, STAMPED BF 2 2006, SET IN EXPOSED
 DN6717'SANDSTONE BEDROCK.  IT IS APPROXIMATELY 80 M (262.5 FT) ON A MAGNETIC
 DN6717'BEARING OF 031 FROM THE PARKING AREA AT THE BASE OF THE TANKS AND
 DN6717'APPROXIMATELY 2 M (6.6 FT) BEHIND (EAST OF) THE HIGHEST POINT ON THE
 DN6717'KNOB OF ROCK.
 DN6717'
 DN6717'STATION FH 6, HC 1 AND HC 2 ARE VISIBLE FROM THIS STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0721 ***********************************************************************
 LO0721  DESIGNATION -  BIG
 LO0721  PID         -  LO0721
 LO0721  STATE/COUNTY-  UT/WASATCH
 LO0721  COUNTRY     -  US
 LO0721  USGS QUAD   -  PARK CITY EAST (2017)
 LO0721
 LO0721                         *CURRENT SURVEY CONTROL
 LO0721  ______________________________________________________________________
 LO0721* NAD 83(1994) POSITION- 40 40 35.79257(N) 111 23 25.86218(W)   ADJUSTED
 LO0721* NAVD 88 ORTHO HEIGHT -  2404.7   (meters)     7889.    (feet) VERTCON3
 LO0721  ______________________________________________________________________
 LO0721  GEOID HEIGHT    -        -15.411 (meters)                     GEOID18
 LO0721  LAPLACE CORR    -          8.17  (seconds)                    DEFLEC18
 LO0721  HORZ ORDER      -  THIRD
 LO0721
 LO0721.The horizontal coordinates were established by classical geodetic methods
 LO0721.and adjusted by the National Geodetic Survey in November 1997.
 LO0721
 LO0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0721
 LO0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0721.GEOID18 height accuracy estimate available here.
 LO0721
 LO0721.Click photographs - Photos may exist for this station.
 LO0721
 LO0721.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0721
 LO0721. The following values were computed from the NAD 83(1994) position.
 LO0721
 LO0721;                    North         East     Units Scale Factor Converg.
 LO0721;SPC UT C     - 2,260,164.181   509,256.284   MT  1.00000673   +0 04 12.5
 LO0721;SPC UT C     - 7,415,221.98  1,670,784.99   sFT  1.00000673   +0 04 12.5
 LO0721;UTM  12      - 4,502,931.916   466,996.860   MT  0.99961341   -0 15 16.3
 LO0721
 LO0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0721!SPC UT C     -   0.99962534  x   1.00000673  =   0.99963207
 LO0721!UTM  12      -   0.99962534  x   0.99961341  =   0.99923889
 LO0721
 LO0721:                Primary Azimuth Mark                     Grid Az
 LO0721:SPC UT C     -  ROSS                                     168 09 19.4
 LO0721:UTM  12      -  ROSS                                     168 28 48.2
 LO0721
 LO0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL6699602931(NAD 83)
 LO0721
 LO0721|---------------------------------------------------------------------|
 LO0721| PID    Reference Object                     Distance      Geod. Az  |
 LO0721|                                                           dddmmss.s |
 LO0721| LO0720 ROSS                                APPROX. 2.0 KM 1681331.9 |
 LO0721|---------------------------------------------------------------------|
 LO0721
 LO0721                          SUPERSEDED SURVEY CONTROL
 LO0721
 LO0721  NAD 83(1993)-  40 40 35.79280(N)    111 23 25.86046(W) AD(       ) 3
 LO0721  NAD 83(1986)-  40 40 35.77929(N)    111 23 25.85201(W) AD(       ) 3
 LO0721  NAD 27      -  40 40 35.95988(N)    111 23 23.14666(W) AD(       ) 3
 LO0721  NGVD 29 (07/19/86) 2403.4    (m)         7885.     (f) VERT ANG       
 LO0721
 LO0721.Superseded values are not recommended for survey control.
 LO0721
 LO0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0721.See file dsdata.pdf to determine how the superseded data were derived.
 LO0721
 LO0721_MARKER: DB = BENCH MARK DISK
 LO0721_SETTING: 80 = SET IN A BOULDER
 LO0721_STAMPING: BIG 1954
 LO0721_MARK LOGO: USGS
 LO0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0721+STABILITY: SURFACE MOTION
 LO0721
 LO0721  HISTORY     - Date     Condition        Report By
 LO0721  HISTORY     - 1954     MONUMENTED       USGS
 LO0721
 LO0721                          STATION DESCRIPTION
 LO0721
 LO0721'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LO0721'LOCATED ABOUT 7 MI. NE. OF PARK CITY, 3 MI. NE., OF KEETELY ON A
 LO0721'SPARSELY TREE-COVERED TOP AT HEAD OF BIG HOLLOW.
 LO0721'
 LO0721'TO REACH FROM CUT-OFF OF U.S. HIGHWAY 40 AT THE N. ENTRANCE TO PARK
 LO0721'CITY, DRIVE E. ON U.S. HIGHWAY 40 FOR 7.5 MI. TOWARD HEBER TO DIRT
 LO0721'Y-RD. OLD KAMAS RD. TURN LEFT SE. 3.2 MI. TO DIM Y-RD.
 LO0721'
 LO0721'NOTE - THIS DESCRIPTION FOLLOWS PRESENT U.S. HIGHWAY 40 AND A NEW
 LO0721'SECTION OF THIS HIGHWAY IS NOW UNDER CONSTRUCTION 1/4 MI. W. OF THIS
 LO0721'POINT DRIVE NE. 0.4 MI. TO A Y-RD.  TURN LEFT NW. 0.1 MI. TO A Y-RD.
 LO0721'TURN RIGHT W. 0.2 MI. TO A Y-RD., TURN LEFT N. 0.3 MI. TO Y-RD. GO
 LO0721'RIGHT N. 1.4 MI. TO Y-RD. TURN RIGHT N. 500 FT. TO DIM Y-RD. THEN LEFT
 LO0721'N. 0.4 MI. TO X-RD., GO STRAIGHT AHEAD N. 0.3 MI. TO RIDGE.  PACK ONTO
 LO0721'RIDGE PAST ONE SMALL TOP AND ACROSS TWO SMALL VALLEYS TO HIGHEST PART
 LO0721'OF TOP AND STATION.  ABOUT 1/2 HOUR PACK.
 LO0721'
 LO0721'STATION MARK - STANDARD TABLET STAMPED ---BIG 1954--- CEMENTED IN
 LO0721'LARGE BOULDER.
 LO0721'
 LO0721'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER IN TREE, 27.28 FT. FROM
 LO0721'STATION MARK, S 51 DEG 38 MIN W.
 LO0721'
 LO0721'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER CEMENTED IN BOULDER,
 LO0721'14.34 FT. FROM STATION MARK, N 38 DEG 37 MIN W.
 LO0721'
 LO0721'NOTE - WASATCH-SUMMIT COUNTY LINE MARK NO.196 OR 961 IS BRASS CAP
 LO0721'STAMPED ---196--- ON 1 1/2 IN. PIPE IN GROUND, 18.71 FT. FROM STATION,
 LO0721'MARK, N 12 DEG 33 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0550 ***********************************************************************
 JM0550  DESIGNATION -  BIG
 JM0550  PID         -  JM0550
 JM0550  STATE/COUNTY-  UT/SAN JUAN
 JM0550  COUNTRY     -  US
 JM0550  USGS QUAD   -  UPHEAVAL DOME (2017)
 JM0550
 JM0550                         *CURRENT SURVEY CONTROL
 JM0550  ______________________________________________________________________
 JM0550* NAD 83(1994) POSITION- 38 29 57.77153(N) 109 56 25.76378(W)   ADJUSTED
 JM0550* NAVD 88 ORTHO HEIGHT -  1587.3   (meters)     5208.    (feet) VERTCON3
 JM0550  ______________________________________________________________________
 JM0550  GEOID HEIGHT    -        -20.492 (meters)                     GEOID18
 JM0550  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 JM0550  HORZ ORDER      -  SECOND
 JM0550
 JM0550.The horizontal coordinates were established by classical geodetic methods
 JM0550.and adjusted by the National Geodetic Survey in November 1997.
 JM0550
 JM0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0550
 JM0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0550.GEOID18 height accuracy estimate available here.
 JM0550
 JM0550.Click photographs - Photos may exist for this station.
 JM0550
 JM0550.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0550
 JM0550. The following values were computed from the NAD 83(1994) position.
 JM0550
 JM0550;                    North         East     Units Scale Factor Converg.
 JM0550;SPC UT S     - 3,204,544.749   636,039.202   MT  1.00002916   +0 57 19.8
 JM0550;SPC UT S     -10,513,577.23  2,086,738.62   sFT  1.00002916   +0 57 19.8
 JM0550;UTM  12      - 4,261,756.534   592,389.012   MT  0.99970512   +0 39 34.6
 JM0550
 JM0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0550!SPC UT S     -   0.99975422  x   1.00002916  =   0.99978337
 JM0550!UTM  12      -   0.99975422  x   0.99970512  =   0.99945941
 JM0550
 JM0550:                Primary Azimuth Mark                     Grid Az
 JM0550:SPC UT S     -  BIG AZ MK                                138 45 52.6
 JM0550:UTM  12      -  BIG AZ MK                                139 03 37.8
 JM0550
 JM0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH9238961756(NAD 83)
 JM0550
 JM0550|---------------------------------------------------------------------|
 JM0550| PID    Reference Object                     Distance      Geod. Az  |
 JM0550|                                                           dddmmss.s |
 JM0550| CM6058 BIG RM 1                              4.619 METERS 07253     |
 JM0550| CM6057 BIG AZ MK                                          1394312.4 |
 JM0550| CM6059 BIG RM 2                              4.715 METERS 34121     |
 JM0550|---------------------------------------------------------------------|
 JM0550
 JM0550                          SUPERSEDED SURVEY CONTROL
 JM0550
 JM0550  NAD 83(1986)-  38 29 57.75967(N)    109 56 25.76197(W) AD(       ) 2
 JM0550  NAD 27      -  38 29 57.82577(N)    109 56 23.31581(W) AD(       ) 2
 JM0550  NGVD 29 (07/19/86) 1586.3    (m)         5204.     (f) VERT ANG       
 JM0550
 JM0550.Superseded values are not recommended for survey control.
 JM0550
 JM0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0550.See file dsdata.pdf to determine how the superseded data were derived.
 JM0550
 JM0550_MARKER: DS = TRIANGULATION STATION DISK
 JM0550_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0550_STAMPING: BIG 1963
 JM0550_MARK LOGO: CGS
 JM0550_MAGNETIC: P = MARKER IS A STEEL PIPE
 JM0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0550+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2009
 JM0550
 JM0550  HISTORY     - Date     Condition        Report By
 JM0550  HISTORY     - 1963     MONUMENTED       CGS
 JM0550  HISTORY     - 20091128 GOOD             GEOCAC
 JM0550
 JM0550                          STATION DESCRIPTION
 JM0550
 JM0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JM0550'THE STATION IS LOCATED ABOUT 20 MILES SOUTHWEST OF MOAB,
 JM0550'1 MILE NORTH OF THE BIG DRAW ON THE EAST SIDE OF A SIZEABLE BUNCH
 JM0550'GRASS FLAT, ABOUT 1/4 MILE SOUTH OF THE BASE OF A HIGHER
 JM0550'RIMROCK FORMATION.
 JM0550'
 JM0550'TO REACH THE STATION FROM THE POST OFFICE IN MOAB GO NORTHERLY
 JM0550'ON U.S. HIGHWAY 160 FOR 11.0 MILES TO A SIDE ROAD LEFT JUST
 JM0550'AFTER CROSSING A SMALL BRIDGE.  TURN LEFT AND FOLLOW THE
 JM0550'ROAD WESTERLY UP THE CANYON AND ONTO THE TOP OF THE MESA FOR
 JM0550'8.3 MILES TO A FORK AND SIGNS DEAD HORSE POINT THE NECK 14
 JM0550'ETC.  KEEP THE LEFT FORK AND FOLLOW THE MAIN ROAD SOUTHERLY
 JM0550'FOR 3.8 MILES TO ANOTHER FORK.  KEEP THE LEFT FORK AND GO
 JM0550'SOUTHERLY FOR 2.5 MILES TO A FORK WHICH IS 1/3 MILE SOUTHWEST
 JM0550'OF A SHARP KNOLL.  TAKE THE RIGHT FORK SOUTH FOR 0.6 MILE TO
 JM0550'A ROAD LEFT LEADING TO AN OIL WELL.  CONTINUE SOUTH ON THE
 JM0550'MAIN ROAD FOR 0.4 MILE TO A TRACK ROAD ON THE RIGHT.  TURN
 JM0550'RIGHT AND FOLLOW THE TRACK ROAD WESTERLY FOR 2.6 MILE TO A
 JM0550'FORK.  TAKE THE LEFT FORK SOUTHERLY TOWARD BEEHIVE BUTTE
 JM0550'FOR 6.0 MILES TO AN OLD RESERVOIR.  CROSS OVER DAM AND GO
 JM0550'WEST SOUTHWEST FOR 0.9 MILES ON A TRACK ROAD TO THE CREST
 JM0550'OF A RIDGE.  CONTINUE FOR 0.1 MILE TO THE AZIMUTH MARK
 JM0550'ON THE RIGHT.  TURN RIGHT AND GO ACROSS SAND DUNES NORTHWEST
 JM0550'FOR 0.2 MILE TO THE STATION.
 JM0550'
 JM0550'THE STATION MARK, STAMPED BIG 1963, IS A STANDARD DISK BRAZED
 JM0550'TO THE TOP OF A 2-1/2 INCH PIPE THAT PROJECTS 12 INCHES AND
 JM0550'IS 5 FEET WEST OF A COUNTY BOUNDARY MARKER.
 JM0550'
 JM0550'REFERENCE MARK 1, STAMPED BIG NO 1 1963, IS A STANDARD DISK
 JM0550'BRAZED TO THE TOP OF A 2-1/2 INCH PIPE THAT PROJECTS 10 INCHES
 JM0550'AND IS 10 FEET NORTHWEST OF THE COUNTY BOUNDARY MARKER.
 JM0550'
 JM0550'REFERENCE MARK 2, STAMPED BIG NO 2 1963, IS A STANDARD DISK
 JM0550'BRAZED TO THE TOP OF A 2-1/2 INCH PIPE THAT PROJECTS 9 INCHES
 JM0550'AND IS 17 FEET NORTH OF THE COUNTY BOUNDARY MARKER.
 JM0550'
 JM0550'THE AZIMUTH MARK, STAMPED BIG 1963, IS A STANDARD DISK BRAZED
 JM0550'TO THE TOP OF A 2-1/2 INCH PIPE THAT PROJECTS 10 INCHES.  IT
 JM0550'IS 72 FEET NORTHWEST OF THE CENTER OF A TRACK ROAD AND 4 FEET
 JM0550'WEST OF A METAL WITNESS POST AND SIGN.
 JM0550'
 JM0550'THE COUNTY BOUNDARY MARKER IS A COUNTY BOUNDARY MARKER DISK SET
 JM0550'IN THE TOP OF AN 8 INCH CYLINDRICAL CONCRETE POST.  CAST IN
 JM0550'THE DISK ARE THE WORDS COUNTY BOUNDARY GRAND COUNTY SAN JUAN
 JM0550'COUNTY YEAR 1962.
 JM0550
 JM0550                          STATION RECOVERY (2009)
 JM0550
 JM0550'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0550'RM 1, RM 2 AND AZ ALSO FOUND.  THE AZ ARROW IS 180 DEGREES OUT.  THE
 JM0550'NEARBY COUNTY BOUNDARY MARKER IS APPARENTLY NOT ON THE COUNTY LINE
 JM0550'AND THE CAST LETTERING HAS BEEN OBLITERATED EXCEPT FOR THE YEAR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0362 ***********************************************************************
 JN0362  DESIGNATION -  BIG HOLLOW
 JN0362  PID         -  JN0362
 JN0362  STATE/COUNTY-  UT/WAYNE
 JN0362  COUNTRY     -  US
 JN0362  USGS QUAD   -  MORONI PEAK (2017)
 JN0362
 JN0362                         *CURRENT SURVEY CONTROL
 JN0362  ______________________________________________________________________
 JN0362* NAD 83(1994) POSITION- 38 15 37.87201(N) 111 41 44.32776(W)   ADJUSTED
 JN0362* NAVD 88 ORTHO HEIGHT -  2607.2   (meters)     8554.    (feet) VERTCON3
 JN0362  ______________________________________________________________________
 JN0362  GEOID HEIGHT    -        -17.831 (meters)                     GEOID18
 JN0362  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 JN0362  HORZ ORDER      -  SECOND
 JN0362
 JN0362.The horizontal coordinates were established by classical geodetic methods
 JN0362.and adjusted by the National Geodetic Survey in November 1997.
 JN0362
 JN0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0362
 JN0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0362.GEOID18 height accuracy estimate available here.
 JN0362
 JN0362.Click photographs - Photos may exist for this station.
 JN0362
 JN0362.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0362
 JN0362. The following values were computed from the NAD 83(1994) position.
 JN0362
 JN0362;                    North         East     Units Scale Factor Converg.
 JN0362;SPC UT S     - 3,176,913.699   482,877.103   MT  0.99998580   -0 07 11.5
 JN0362;SPC UT S     -10,422,924.36  1,584,239.30   sFT  0.99998580   -0 07 11.5
 JN0362;UTM  12      - 4,234,949.687   439,140.433   MT  0.99964561   -0 25 50.8
 JN0362
 JN0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0362!SPC UT S     -   0.99959386  x   0.99998580  =   0.99957967
 JN0362!UTM  12      -   0.99959386  x   0.99964561  =   0.99923962
 JN0362
 JN0362:                Primary Azimuth Mark                     Grid Az
 JN0362:SPC UT S     -  HUNT                                     125 43 28.3
 JN0362:UTM  12      -  HUNT                                     126 02 07.6
 JN0362
 JN0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH3914034949(NAD 83)
 JN0362
 JN0362|---------------------------------------------------------------------|
 JN0362| PID    Reference Object                     Distance      Geod. Az  |
 JN0362|                                                           dddmmss.s |
 JN0362| CM4272 BIG HOLLOW RM 2                      10.312 METERS 10408     |
 JN0362| JN0365 HUNT                                APPROX. 7.7 KM 1253616.8 |
 JN0362| CM4271 BIG HOLLOW RM 1                       7.853 METERS 23940     |
 JN0362|---------------------------------------------------------------------|
 JN0362
 JN0362                          SUPERSEDED SURVEY CONTROL
 JN0362
 JN0362  NAD 83(1986)-  38 15 37.86669(N)    111 41 44.32752(W) AD(       ) 2
 JN0362  NAD 27      -  38 15 37.93179(N)    111 41 41.65673(W) AD(       ) 2
 JN0362  NGVD 29 (07/19/86) 2605.8    (m)         8549.     (f) VERT ANG       
 JN0362
 JN0362.Superseded values are not recommended for survey control.
 JN0362
 JN0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0362.See file dsdata.pdf to determine how the superseded data were derived.
 JN0362
 JN0362_MARKER: Z = SEE DESCRIPTION
 JN0362_SETTING: 0 = UNSPECIFIED SETTING
 JN0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0362+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2010
 JN0362
 JN0362  HISTORY     - Date     Condition        Report By
 JN0362  HISTORY     - 1969     MONUMENTED       USGS
 JN0362  HISTORY     - 20100509 GOOD             GEOCAC
 JN0362
 JN0362                          STATION DESCRIPTION
 JN0362
 JN0362'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 JN0362'FOUND AS DESCRIBED BY J. CLARK, 1952.
 JN0362'
 JN0362'ALL MARKS IN GOOD CONDITION.
 JN0362'
 JN0362'LOCATED ABOUT 10 MI. SSW. OF LOA.  10 MI. SW. OF BICKNELL.  2
 JN0362'MI. N. OF DRY LAKE.  1 MI. SE. OF SPARSELY TIMBERED FLAT-TOPPED
 JN0362'MESA.  ON HIGHEST POINT OF PROMINENT NE.-SW. RIDGE.
 JN0362'
 JN0362'TO REACH FROM WAYNE COUNTY COURTHOUSE IN LOA, DRIVE S. ON STATE
 JN0362'HIGHWAY 24 FOR 0.3 MI.  CONTINUE STRAIGHT AHEAD (S.) ON DIRT
 JN0362'RD. FOR 2.0 MI. TO RD. FORKS.  TAKE RIGHT FORK FOR 6.0 MI.  TURN
 JN0362'RIGHT WSW. ON LESSER TRAVELED RD. FOR 3.35 MI.  TURN LEFT AT DIM
 JN0362'RD. FORKS.  GO 0.3 MI.  TAKE LEFT FORK FOR 2.6 MI. (PASS FENCED
 JN0362'WATER HOLE AT 1.8 MI.).  TURN LEFT OFF RD. AND TRAVEL
 JN0362'CROSS-COUNTRY TO HIGHEST POINT AND STATION.
 JN0362'
 JN0362'STATION MARK--STANDARD TABLET STAMPED BIG HOLLOW 1952 CEMENTED IN
 JN0362'DRILL HOLE IN SMALL BOULDER OUTCROP SET FLUSH WITH GROUND.
 JN0362'
 JN0362'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED NO 1
 JN0362'1952 CEMENTED IN DRILL HOLE IN BOULDER, LEVEL WITH STATION MARK.
 JN0362'
 JN0362'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED NO 2
 JN0362'1952 CEMENTED IN BOULDER, 2.6 FT. LOWER THAN STATION MARK.
 JN0362
 JN0362                          STATION RECOVERY (2010)
 JN0362
 JN0362'RECOVERY NOTE BY GEOCACHING 2010 (JAC)
 JN0362'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0481 ***********************************************************************
 KN0481  DESIGNATION -  BIG HORN
 KN0481  PID         -  KN0481
 KN0481  STATE/COUNTY-  UT/EMERY
 KN0481  COUNTRY     -  US
 KN0481  USGS QUAD   -  JENNY CANYON (2017)
 KN0481
 KN0481                         *CURRENT SURVEY CONTROL
 KN0481  ______________________________________________________________________
 KN0481* NAD 83(1994) POSITION- 39 14 16.54181(N) 110 08 04.76359(W)   ADJUSTED
 KN0481* NAVD 88 ORTHO HEIGHT -  1944.    (meters)     6378.    (feet) SCALED
 KN0481  ______________________________________________________________________
 KN0481  GEOID HEIGHT    -        -18.931 (meters)                     GEOID18
 KN0481  LAPLACE CORR    -          2.21  (seconds)                    DEFLEC18
 KN0481  HORZ ORDER      -  SECOND
 KN0481
 KN0481.The horizontal coordinates were established by classical geodetic methods
 KN0481.and adjusted by the National Geodetic Survey in November 1997.
 KN0481
 KN0481.The orthometric height was scaled from a topographic map.
 KN0481
 KN0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0481.GEOID18 height accuracy estimate available here.
 KN0481
 KN0481.Click photographs - Photos may exist for this station.
 KN0481
 KN0481.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0481
 KN0481. The following values were computed from the NAD 83(1994) position.
 KN0481
 KN0481;                    North         East     Units Scale Factor Converg.
 KN0481;SPC UT C     - 2,101,327.534   617,867.507   MT  0.99995274   +0 52 28.6
 KN0481;SPC UT C     - 6,894,105.42  2,027,120.31   sFT  0.99995274   +0 52 28.6
 KN0481;UTM  12      - 4,343,537.020   574,680.579   MT  0.99966867   +0 32 50.6
 KN0481
 KN0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0481!SPC UT C     -   0.99969805  x   0.99995274  =   0.99965080
 KN0481!UTM  12      -   0.99969805  x   0.99966867  =   0.99936682
 KN0481
 KN0481:                Primary Azimuth Mark                     Grid Az
 KN0481:SPC UT C     -  BIG HORN AZ MK                           322 27 56.8
 KN0481:UTM  12      -  BIG HORN AZ MK                           322 47 34.8
 KN0481
 KN0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ7468043537(NAD 83)
 KN0481
 KN0481|---------------------------------------------------------------------|
 KN0481| PID    Reference Object                     Distance      Geod. Az  |
 KN0481|                                                           dddmmss.s |
 KN0481| CM6061 BIG HORN RM 1                        20.800 METERS 09916     |
 KN0481| CM6060 BIG HORN AZ MK                                     3232025.4 |
 KN0481| CM6062 BIG HORN RM 2                        20.586 METERS 35316     |
 KN0481|---------------------------------------------------------------------|
 KN0481
 KN0481                          SUPERSEDED SURVEY CONTROL
 KN0481
 KN0481  NAD 83(1986)-  39 14 16.50418(N)    110 08 04.75774(W) AD(       ) 2
 KN0481  NAD 27      -  39 14 16.62900(N)    110 08 02.21200(W) AD(       ) 2
 KN0481
 KN0481.Superseded values are not recommended for survey control.
 KN0481
 KN0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0481.See file dsdata.pdf to determine how the superseded data were derived.
 KN0481
 KN0481_MARKER: DS = TRIANGULATION STATION DISK
 KN0481_SETTING: 66 = SET IN ROCK OUTCROP
 KN0481
 KN0481  HISTORY     - Date     Condition        Report By
 KN0481  HISTORY     - 1936     MONUMENTED       CGS
 KN0481
 KN0481                          STATION DESCRIPTION
 KN0481
 KN0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 KN0481'ABOUT 4 MILES NORTHWEST OF JUNCTION OF PRICE AND GREEN RIVERS,
 KN0481'IN ABOUT CENTER OF T. 18 S., R. 16 E., ON SOUTH END OF HIGHEST
 KN0481'FLAT-TOPPED RIDGE BETWEEN GREEN AND PRICE RIVERS.  RIDGE RUNS
 KN0481'IN GENERAL NORTH-AND-SOUTH DIRECTION AND IS LOCALLY KNOWN AS
 KN0481'BIG HORN MOUNTAIN.  TOP OF MOUNTAIN IS ABOUT 600 FEET WIDE
 KN0481'AT SOUTH END.  ON NORTH IT NARROWS IN FROM EAST AND WIDENS
 KN0481'OUT TO WEST.  SOUTH END IS ALMOST RECTANGULAR WITH SOUTH EDGE
 KN0481'LYING ALMOST DIRECTLY EAST AND WEST.  STATION IS NEAR
 KN0481'SOUTHWEST CORNER OF RECTANGULAR TOP, 15 FEET NORTH OF SOUTH
 KN0481'RIM OF TOP PROJECTED TO WEST AND 4 FEET EAST OF WEST EDGE
 KN0481'OF RIM OF CAP-ROCK.  TO REACH FROM WHITE RIVER, GO NORTH 2.8 MILES
 KN0481'FROM WHITEWAY SERVICE STATION ON GRAVEL ROAD (POWER HOUSE
 KN0481'ROAD).  TURN RIGHT (EAST) AND FOLLOW MAIN ROAD EAST AND NORTH
 KN0481'1.0 MILE TO ANOTHER RIGHT-HAND TURN.  TURN RIGHT (EAST) AND
 KN0481'GO 0.5 MILE.  TURN LEFT (NORTH) AND FOLLOW MAIN-TRAVELED
 KN0481'ROAD 2.4 MILES TO SOME TIN SHACKS AND POWER HOUSE ON RIGHT
 KN0481'AT END OF IMPROVED ROAD.  KEEP STRAIGHT AHEAD ON TRACK ROAD
 KN0481'ALONG RIVER 0.5 MILE TO SIDE ROAD RIGHT ON TOP OF HILL.
 KN0481'CONTINUE ON TRACK ROAD (LEFT-HAND ROAD) 2.0 MILES TO
 KN0481'FIRST RANCH HOUSE ON LEFT.  CONTINUE ON 0.2 MILE TO PAT
 KN0481'BROWNS RANCH (GET GUIDE AND HORSES HERE).  FROM HERE
 KN0481'ROAD LEADS ACROSS FIELDS TO NORTH AND EAST ABOUT 2.0
 KN0481'MILES TO POINT WHERE ROAD COMES TO RIVER BANK AT BLUFF.
 KN0481'PACK UP TRAIL ALONG WEST BANK OF GREEN RIVER FOR ABOUT 8.0
 KN0481'MILES TO MOUTH OF PRICE RIVER (FIRST CANYON WITH FLOW OF WATER).
 KN0481'FORD PRICE RIVER AND CONTINUE UP GREEN RIVER ABOUT 5.0 MILES
 KN0481'TO WHERE THERE IS LARGE ROCK PINNACLE ON BANK OF
 KN0481'RIVER, AND TRAIL LEAVES EDGE OF RIVER AND FOLLOWS DRAW
 KN0481'AROUND WEST SIDE OF PINNACLE.  FROM NORTH END OF PINNACLE
 KN0481'GO ABOUT 50 YARDS TO GRAVEL WASH AND NARROW CANYON COMING IN FROM
 KN0481'LEFT.  CONTINUE ON ANOTHER 50 YARDS TO ROCKY DRAW ON LEFT.  TURN
 KN0481'LEFT (WEST) UP DRAW ON WELL-WORN SHEEP TRAIL WHICH GOES UP AROUND
 KN0481'LEDGE ROCK AND DROPS INTO CANYON ABOUT 1/2 MILE ABOVE.  CONTINUE
 KN0481'UP DRY WASH IN BOTTOM OF CANYON, IN WESTERLY DIRECTION, ABOUT 1
 KN0481'1/2 MILES TO WHERE CREEK BED IS BLOCKED BY LARGE BOULDERS
 KN0481'AND BECOMES IMPASSABLE TO HORSE TRAVEL.  LEAVE CREEK BED
 KN0481'AND FOLLOW DIM SHEEP TRAIL ALONG RIGHT BANK ABOUT 1/2 MILE TO
 KN0481'SMALL CANYON FORKING LEFT AND ENDING IN ROCK WALL ABOUT
 KN0481'400 YARDS FROM MAIN CANYON.  KEEP TO RIGHT (MAIN CANYON)
 KN0481'ABOUT 500 YARDS TO Y-FORK, WITH BOTH BRANCHES ENDING IN
 KN0481'ROCK WALLS ABOUT 200 YARDS FROM THE FORK.  CONTINUE STRAIGHT
 KN0481'AHEAD BETWEEN FORKS UP STEEP GRADE ON DIM TRAIL WHICH
 KN0481'SWITCH-BACKS UP HILL AND TO LEFT AND COMES OUT ON TOP OF
 KN0481'CLIFF ABOUT 250 YARDS FROM FORK.  TURN LEFT ACROSS SMALL DRY
 KN0481'WASH AND FOLLOW STEEP BUNCH-GRASS COVERED HOGBACK IN
 KN0481'SOUTHERLY DIRECTION TO TOP OF RIDGE.  TURN RIGHT (WEST) AND
 KN0481'GO ALONG TOP OF RIDGE TO PROMINENT FLAT-TOPPED MESA AND
 KN0481'STATION SITE.  MARKED BY STANDARD STATION DISK IN
 KN0481'OUTCROPPING BEDROCK.  REFERENCE MARKS ARE STANDARD
 KN0481'REFERENCE DISKS IN OUTCROPPING BEDROCK.  NO. 1 IS
 KN0481'3 FEET NORTH OF POINT WHERE MOUNTAIN BREAKS OFF SHARPLY TO SOUTH,
 KN0481'AND IS 20.800 METERS (68.24 FEET) EAST OF STATION S 80 DEG
 KN0481'44 MIN E.  NO. 2 IS 3 FEET EAST OF POINT WHERE MOUNTAIN
 KN0481'BREAKS OFF SHARPLY TO WEST, AND IS 20.586 METERS (67.54 FEET)
 KN0481'NORTH OF STATION N 06 DEG 44 MIN W.  DISTANCE BETWEEN
 KN0481'REFERENCE MARKS IS 108.52 FEET.  AZIMUTH MARK IS STANDARD
 KN0481'DISK IN OUTCROPPING BEDROCK, ON TOP OF FIRST
 KN0481'WELL-DEFINED WESTERN POINT OF MOUNTAIN FROM SOUTH END, 8
 KN0481'FEET NORTH OF SOUTH EDGE OF RIM OF CAP ROCK ON POINT, AND 3
 KN0481'FEET EAST OF WEST EDGE OF RIM OF CAP ROCK ON POINT, AT
 KN0481'SLIGHTLY LOWER ELEVATION THAN STATION MARK, AND 1/2 MILE
 KN0481'NORTH-NORTHWEST OF STATION N 36 DEG 40 MIN W.
 KN0481'THE LINE OF SIGHT FROM STATION TO AZIMUTH MARK FORMS
 KN0481'CHORD OF NATURAL ARC OF CIRCLE DESCRIBED BY CAP ROCK ON
 KN0481'TOP OF MOUNTAIN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0639 ***********************************************************************
 HO0639  DESIGNATION -  BIG MOUNTAIN
 HO0639  PID         -  HO0639
 HO0639  STATE/COUNTY-  UT/WASHINGTON
 HO0639  COUNTRY     -  US
 HO0639  USGS QUAD   -  ENTERPRISE (2017)
 HO0639
 HO0639                         *CURRENT SURVEY CONTROL
 HO0639  ______________________________________________________________________
 HO0639* NAD 83(1994) POSITION- 37 30 38.81714(N) 113 39 25.24791(W)   ADJUSTED
 HO0639* NAVD 88 ORTHO HEIGHT -  2206.    (meters)     7238.    (feet) SCALED
 HO0639  ______________________________________________________________________
 HO0639  GEOID HEIGHT    -        -23.166 (meters)                     GEOID18
 HO0639  LAPLACE CORR    -          1.74  (seconds)                    DEFLEC18
 HO0639  HORZ ORDER      -  FIRST
 HO0639
 HO0639.The horizontal coordinates were established by classical geodetic methods
 HO0639.and adjusted by the National Geodetic Survey in November 1997.
 HO0639
 HO0639.The orthometric height was scaled from a topographic map.
 HO0639
 HO0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0639.GEOID18 height accuracy estimate available here.
 HO0639
 HO0639.Click photographs - Photos may exist for this station.
 HO0639
 HO0639.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0639
 HO0639. The following values were computed from the NAD 83(1994) position.
 HO0639
 HO0639;                    North         East     Units Scale Factor Converg.
 HO0639;SPC UT S     - 3,095,881.753   309,316.610   MT  0.99996261   -1 19 17.7
 HO0639;SPC UT S     -10,157,072.05  1,014,816.24   sFT  0.99996261   -1 19 17.7
 HO0639;UTM  12      - 4,154,854.601   265,158.214   MT  1.00027938   -1 37 07.0
 HO0639
 HO0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0639!SPC UT S     -   0.99965756  x   0.99996261  =   0.99962018
 HO0639!UTM  12      -   0.99965756  x   1.00027938  =   0.99993684
 HO0639
 HO0639:                Primary Azimuth Mark                     Grid Az
 HO0639:SPC UT S     -  BIG MOUNTAIN AZ MK                       047 52 01.3
 HO0639:UTM  12      -  BIG MOUNTAIN AZ MK                       048 09 50.6
 HO0639
 HO0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG6515854854(NAD 83)
 HO0639
 HO0639|---------------------------------------------------------------------|
 HO0639| PID    Reference Object                     Distance      Geod. Az  |
 HO0639|                                                           dddmmss.s |
 HO0639| CH2721 BIG MOUNTAIN AZ MK                                 0463243.6 |
 HO0639| CH2722 BIG MOUNTAIN RM 1                     7.572 METERS 14050     |
 HO0639| CH2723 BIG MOUNTAIN RM 2                     5.833 METERS 25433     |
 HO0639|---------------------------------------------------------------------|
 HO0639
 HO0639                          SUPERSEDED SURVEY CONTROL
 HO0639
 HO0639  NAD 83(1986)-  37 30 38.81336(N)    113 39 25.24739(W) AD(       ) 1
 HO0639  NAD 27      -  37 30 38.89200(N)    113 39 22.38200(W) AD(       ) 1
 HO0639
 HO0639.Superseded values are not recommended for survey control.
 HO0639
 HO0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0639.See file dsdata.pdf to determine how the superseded data were derived.
 HO0639
 HO0639_MARKER: DS = TRIANGULATION STATION DISK
 HO0639_SETTING: 80 = SET IN A BOULDER
 HO0639_STAMPING: BIG MTN 1938
 HO0639_MARK LOGO: CGS
 HO0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0639+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2018
 HO0639
 HO0639  HISTORY     - Date     Condition        Report By
 HO0639  HISTORY     - 1938     MONUMENTED       CGS
 HO0639  HISTORY     - 1943     GOOD             CGS
 HO0639  HISTORY     - 20180720 GOOD             INDIV
 HO0639
 HO0639                          STATION DESCRIPTION
 HO0639
 HO0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0639'STATION IS ABOUT 5 MILES AIRLINE SOUTHEAST OF ENTERPRISE,
 HO0639'UTAH, ABOUT 28 MILES NORTH OF ST. GEORGE, AND ABOUT 1 MILE
 HO0639'WEST OF THE ST. GEORGE-ENTERPRISE HIGHWAY.  ON THE TOP OF A
 HO0639'LARGE BARE ROUNDED MOUNTAIN KNOWN AS BIG MOUNTAIN.  STATION
 HO0639'IS 25 FEET EAST OF A FENCE LINE ON THE SOUTHERNMOST OF THE
 HO0639'TWO HIGHEST POINTS OF THE MOUNTAIN.
 HO0639'
 HO0639'SURFACE MARK IS A BRONZE TABLET WEDGED IN A BOULDER.
 HO0639'REFERENCE AND AZIMUTH MARKS ARE BRONZE TABLETS
 HO0639'SET IN CONCRETE.
 HO0639'
 HO0639'REFERENCE MARK NO. 1 IS SSE OF THE STATION AND ABOUT 4 FEET
 HO0639'BELOW THE STATION IN ELEVATION.
 HO0639'
 HO0639'REFERENCE MARK NO. 2 IS SSW OF THE STATION AT THE SAME ELEVATION.
 HO0639'
 HO0639'THE AZIMUTH MARK IS THE TIP OF THE ARROW ON A STANDARD REFERENCE
 HO0639'MARK NO. 1 FOR U.S.G.S. STATION BIG MOUNTAIN ABOUT 350 YARDS
 HO0639'NORTH OF THE STATION AT ABOUT THE SAME ELEVATION.
 HO0639'
 HO0639'STATION IS REACHED FROM ST. GEORGE, UTAH, BY GOING EAST ON
 HO0639'U.S. HIGHWAY 91 FOR 1.7 MILES TO A FORK AT SIGN (ENTERPRISE 42)
 HO0639'AND JUST BEFORE ARRIVING AT A CABIN CAMP.  THENCE LEAVE HIGHWAY
 HO0639'91 AND TAKE LEFT FORK AND FOLLOW ENTERPRISE ROAD, NORTHERLY
 HO0639'FOR 20.7 MILES TO CROSSROADS AT THE SMALL TOWN OF VEYO, UTAH,
 HO0639'AND SIGN (ENTERPRISE 22-ST. GEORGE 22).  THENCE CONTINUE
 HO0639'NORTHERLY ON ENTERPRISE ROAD FOR 6.8 MILES TO A SIDE ROAD
 HO0639'RIGHT AND SIGN (PINE VALLEY 8-GRASS VALLEY 13).  THENCE
 HO0639'CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO DIXIE FOREST BOUNDARY.
 HO0639'THENCE CONTINUE NORTHERLY ON ENTERPRISE ROAD FOR 6.95 MILES
 HO0639'TO A SIDE ROAD RIGHT AND SIGN (PLATT RANCH 3-PINTO 10).
 HO0639'THENCE CONTINUE STRAIGHT AHEAD ON ENTERPRISE ROAD
 HO0639'NORTHERLY FOR 1.7 MILES TO A CATTLE GUARD ON TOP OF DIVIDE.
 HO0639'THENCE CONTINUE ABOUT 50 FEET BEYOND CATTLE GUARD AND
 HO0639'THEN LEAVE ENTERPRISE ROAD, TURN LEFT ON A DIM TRAIL ROAD
 HO0639'AND GO SOUTH THRU BRUSH FOR 0.1 MILE TO THE END OF THE
 HO0639'TRUCK TRAVEL AT THE BASE OF A SMALL HILL.  FROM HERE PACK
 HO0639'SOUTH UP HILL ON A WELL DEFINED TRAIL ALONG THE WEST SIDE
 HO0639'OF FENCE.  THE TRAIL PASSES THRU GATES IN FENCE THREE
 HO0639'TIMES BEFORE REACHING THE TOP AND THE STATION SITE.
 HO0639
 HO0639                          STATION RECOVERY (1943)
 HO0639
 HO0639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (HJB)
 HO0639'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION ADEQUATE.
 HO0639
 HO0639                          STATION RECOVERY (2018)
 HO0639
 HO0639'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (TWG)
 HO0639'THERE ARE NOW SEVERAL TOWERS ON THIS SUMMIT.
 HO0639'
 HO0639'TO REACH FROM ENTERPRISE UT, GO SOUTH ON UT 18 FOR 4.3 MI (6.9 KM) TO
 HO0639'A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON FOREST ROAD 198
 HO0639'FOR 3.2 MI (5.1 KM) TO THE SUMMIT AND STATION.
 HO0639'
 HO0639'THE STATION MARK IS NO LONGER WEDGED INTO A BOULDER, IT HAS BEEN
 HO0639'CEMENTED INTO ROCK.  REFERENCE MARK 1 IS ABOUT 21 FT (6.4 M) WEST OF
 HO0639'THE STATION MARK AND REFERENCE MARK 2 IS ABOUT 25 FT (7.6 M) SOUTHEAST
 HO0639'OF THE STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0450 ***********************************************************************
 LP0450  DESIGNATION -  BILL
 LP0450  PID         -  LP0450
 LP0450  STATE/COUNTY-  UT/TOOELE
 LP0450  COUNTRY     -  US
 LP0450  USGS QUAD   -  SOUTH MOUNTAIN (2017)
 LP0450
 LP0450                         *CURRENT SURVEY CONTROL
 LP0450  ______________________________________________________________________
 LP0450* NAD 83(1994) POSITION- 40 24 39.98946(N) 112 23 18.63144(W)   ADJUSTED
 LP0450* NAVD 88 ORTHO HEIGHT -  1521.2   (meters)     4991.    (feet) VERTCON3
 LP0450  ______________________________________________________________________
 LP0450  GEOID HEIGHT    -        -17.499 (meters)                     GEOID18
 LP0450  LAPLACE CORR    -          5.92  (seconds)                    DEFLEC18
 LP0450  HORZ ORDER      -  THIRD
 LP0450
 LP0450.The horizontal coordinates were established by classical geodetic methods
 LP0450.and adjusted by the National Geodetic Survey in November 1997.
 LP0450
 LP0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0450
 LP0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0450.GEOID18 height accuracy estimate available here.
 LP0450
 LP0450.Click photographs - Photos may exist for this station.
 LP0450
 LP0450.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0450
 LP0450. The following values were computed from the NAD 83(1994) position.
 LP0450
 LP0450;                    North         East     Units Scale Factor Converg.
 LP0450;SPC UT C     - 2,231,051.206   424,588.843   MT  0.99994932   -0 34 09.0
 LP0450;SPC UT C     - 7,319,707.17  1,393,005.23   sFT  0.99994932   -0 34 09.0
 LP0450;UTM  12      - 4,474,313.341   382,189.284   MT  0.99977085   -0 54 00.8
 LP0450
 LP0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0450!SPC UT C     -   0.99976416  x   0.99994932  =   0.99971350
 LP0450!UTM  12      -   0.99976416  x   0.99977085  =   0.99953507
 LP0450
 LP0450:                Primary Azimuth Mark                     Grid Az
 LP0450:SPC UT C     -  MORGAN                                   246 03 23.3
 LP0450:UTM  12      -  MORGAN                                   246 23 15.1
 LP0450
 LP0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK8218974313(NAD 83)
 LP0450
 LP0450|---------------------------------------------------------------------|
 LP0450| PID    Reference Object                     Distance      Geod. Az  |
 LP0450|                                                           dddmmss.s |
 LP0450| LP0451 MORGAN                              APPROX. 4.1 KM 2452914.3 |
 LP0450|---------------------------------------------------------------------|
 LP0450
 LP0450                          SUPERSEDED SURVEY CONTROL
 LP0450
 LP0450  NAD 83(1993)-  40 24 39.98612(N)    112 23 18.62517(W) AD(       ) 3
 LP0450  NAD 83(1986)-  40 24 39.98041(N)    112 23 18.62285(W) AD(       ) 3
 LP0450  NAD 27      -  40 24 40.18478(N)    112 23 15.80261(W) AD(       ) 3
 LP0450  NGVD 29 (07/19/86) 1520.1    (m)         4987.     (f) VERT ANG       
 LP0450
 LP0450.Superseded values are not recommended for survey control.
 LP0450
 LP0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0450.See file dsdata.pdf to determine how the superseded data were derived.
 LP0450
 LP0450_MARKER: DD = SURVEY DISK
 LP0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0450_STAMPING: BILL 1955
 LP0450_MARK LOGO: USGS
 LP0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0450+STABILITY: SURFACE MOTION
 LP0450
 LP0450  HISTORY     - Date     Condition        Report By
 LP0450  HISTORY     - 1955     MONUMENTED       USGS
 LP0450
 LP0450                          STATION DESCRIPTION
 LP0450
 LP0450'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LP0450'LOCATED ABOUT 6 MI. NE. OF ST. JOHN, 3 MI. S. OF STOCKTON, 50 FT. E.
 LP0450'OF UNION PACIFIC RAILROAD TRACKS AND 3 FT. E. OF RAILROAD RIGHT-OF-WAY
 LP0450'FENCE ON THE HIGHEST PART OF A SMALL KNOLL.
 LP0450'
 LP0450'TO REACH FROM STOCKTON, DRIVE SW. ALONG THE UNION PACIFIC RAILROAD 19
 LP0450'TELEPHONE POLES S. OF MILEPOST 740, THEN STATION IS ABOUT 200 FT. NE.
 LP0450'OF THIS POINT ON SMALL KNOLL.
 LP0450'
 LP0450'STATION MARK--STANDARD TABLET STAMPED ---BILL 1955--- SET IN CONCRETE
 LP0450'POST PROJECTING 0.4 FT. ABOVE GROUND.
 LP0450'
 LP0450'REFERENCE MARK NO. 1--COPPER NAIL WITH WASHER, IN T-POLE 57.45 FT.
 LP0450'FROM STATION MARK, S 30 DEG 45 MIN W.
 LP0450'
 LP0450'REFERENCE MARK NO. 2--COPPER NAIL WITH WASHER, IN T-POLE 78.00 FT.
 LP0450'FROM STATION MARK, N 13 DEG 07 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0493 ***********************************************************************
 JO0493  DESIGNATION -  BIRCH
 JO0493  PID         -  JO0493
 JO0493  STATE/COUNTY-  UT/PIUTE
 JO0493  COUNTRY     -  US
 JO0493  USGS QUAD   -  CIRCLEVILLE (2017)
 JO0493
 JO0493                         *CURRENT SURVEY CONTROL
 JO0493  ______________________________________________________________________
 JO0493* NAD 83(1994) POSITION- 38 09 24.59650(N) 112 16 54.99597(W)   ADJUSTED
 JO0493* NAVD 88 ORTHO HEIGHT -  1857.2   (meters)     6093.    (feet) VERTCON3
 JO0493  ______________________________________________________________________
 JO0493  GEOID HEIGHT    -        -19.373 (meters)                     GEOID18
 JO0493  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 JO0493  HORZ ORDER      -  THIRD
 JO0493
 JO0493.The horizontal coordinates were established by classical geodetic methods
 JO0493.and adjusted by the National Geodetic Survey in November 1997.
 JO0493
 JO0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0493
 JO0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0493.GEOID18 height accuracy estimate available here.
 JO0493
 JO0493.Click photographs - Photos may exist for this station.
 JO0493
 JO0493.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0493
 JO0493. The following values were computed from the NAD 83(1994) position.
 JO0493
 JO0493;                    North         East     Units Scale Factor Converg.
 JO0493;SPC UT S     - 3,165,673.175   431,469.206   MT  0.99997241   -0 28 44.7
 JO0493;SPC UT S     -10,386,046.07  1,415,578.55   sFT  0.99997241   -0 28 44.7
 JO0493;UTM  12      - 4,223,992.461   387,686.679   MT  0.99975535   -0 47 31.5
 JO0493
 JO0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0493!SPC UT S     -   0.99971170  x   0.99997241  =   0.99968412
 JO0493!UTM  12      -   0.99971170  x   0.99975535  =   0.99946712
 JO0493
 JO0493:                Primary Azimuth Mark                     Grid Az
 JO0493:SPC UT S     -  MT DUTTON                                159 53 38.8
 JO0493:UTM  12      -  MT DUTTON                                160 12 25.6
 JO0493
 JO0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH8768623992(NAD 83)
 JO0493
 JO0493|---------------------------------------------------------------------|
 JO0493| PID    Reference Object                     Distance      Geod. Az  |
 JO0493|                                                           dddmmss.s |
 JO0493| CM4276 BIRCH RM 1                            9.269 METERS 04758     |
 JO0493| JO0491 MT DUTTON                           APPROX.16.2 KM 1592454.1 |
 JO0493| CM4277 BIRCH RM 2                            8.232 METERS 22002     |
 JO0493|---------------------------------------------------------------------|
 JO0493
 JO0493                          SUPERSEDED SURVEY CONTROL
 JO0493
 JO0493  NAD 83(1986)-  38 09 24.59256(N)    112 16 54.99556(W) AD(       ) 3
 JO0493  NAD 27      -  38 09 24.65622(N)    112 16 52.24866(W) AD(       ) 3
 JO0493  NGVD 29 (07/19/86) 1856.0    (m)         6089.     (f) VERT ANG       
 JO0493
 JO0493.Superseded values are not recommended for survey control.
 JO0493
 JO0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0493.See file dsdata.pdf to determine how the superseded data were derived.
 JO0493
 JO0493_MARKER: DD = SURVEY DISK
 JO0493_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JO0493+WITH SETTING: INFORMATION.
 JO0493_STAMPING: BIRCH 1971
 JO0493_MARK LOGO: USGS
 JO0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0493
 JO0493  HISTORY     - Date     Condition        Report By
 JO0493  HISTORY     - 1971     MONUMENTED       USGS
 JO0493  HISTORY     - 20120613 MARK NOT FOUND   GEOCAC
 JO0493
 JO0493                          STATION DESCRIPTION
 JO0493
 JO0493'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0493'RM 1, TO RM 2, NOT MEASURED.
 JO0493'
 JO0493'LOCATED ABOUT 1 MI SW. OF CIRCLEVILLE, UTAH ALONG HIGHWAY
 JO0493'89.  0.75 MI NE. OF INTERSECTION HIGHWAY 87 AND BIRCH CREEK.
 JO0493'
 JO0493'TO REACH FROM CIRCLEVILLE POST OFFICE DRIVE 1.35 MI S. ON HIGHWAY
 JO0493'89.  STATION IS 39 FT W. OF CENTERLINE OF HIGHWAY 89.  ABOUT 250
 JO0493'FT S. OF INTERSECTION OF HIGHWAY 89 AND T-RD. INTERSECTION TO
 JO0493'E. AND T-RD. INTERSECTION TO W. LEADING TO A FARM.
 JO0493'
 JO0493'STATION MARK--A STANDARD USGS TABLET STAMPED BIRCH 1971 FASTENED
 JO0493'TO COPPER ROD.
 JO0493'
 JO0493'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED BIRCH 1971
 JO0493'NO 1 FASTENED TO COPPER ROD.
 JO0493'
 JO0493'REFERENCE MARK NO. 2--A STANDARD USGS TABLET STAMPED BIRCH 1971
 JO0493'NO 2 FASTENED TO COPPER ROD.
 JO0493
 JO0493                          STATION RECOVERY (2012)
 JO0493
 JO0493'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 JO0493'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0666 ***********************************************************************
 MR0666  DESIGNATION -  BIRCH
 MR0666  PID         -  MR0666
 MR0666  STATE/COUNTY-  UT/RICH
 MR0666  COUNTRY     -  US
 MR0666  USGS QUAD   -  BIRCH CREEK RESERVOIRS (2017)
 MR0666
 MR0666                         *CURRENT SURVEY CONTROL
 MR0666  ______________________________________________________________________
 MR0666* NAD 83(1994) POSITION- 41 30 14.11592(N) 111 16 12.29682(W)   ADJUSTED
 MR0666* NAVD 88 ORTHO HEIGHT -  2191.    (meters)     7188.    (feet) SCALED
 MR0666  ______________________________________________________________________
 MR0666  GEOID HEIGHT    -        -15.083 (meters)                     GEOID18
 MR0666  LAPLACE CORR    -         -4.11  (seconds)                    DEFLEC18
 MR0666  HORZ ORDER      -  SECOND
 MR0666
 MR0666.The horizontal coordinates were established by classical geodetic methods
 MR0666.and adjusted by the National Geodetic Survey in November 1997.
 MR0666
 MR0666.The orthometric height was scaled from a topographic map.
 MR0666
 MR0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0666.GEOID18 height accuracy estimate available here.
 MR0666
 MR0666.Click photographs - Photos may exist for this station.
 MR0666
 MR0666.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0666
 MR0666. The following values were computed from the NAD 83(1994) position.
 MR0666
 MR0666;                    North         East     Units Scale Factor Converg.
 MR0666;SPC UT N     - 1,130,020.707   519,195.413   MT  0.99996658   +0 09 05.8
 MR0666;SPC UT N     - 3,707,409.60  1,703,393.62   sFT  0.99996658   +0 09 05.8
 MR0666;UTM  12      - 4,594,734.744   477,459.520   MT  0.99960625   -0 10 44.3
 MR0666
 MR0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0666!SPC UT N     -   0.99965877  x   0.99996658  =   0.99962536
 MR0666!UTM  12      -   0.99965877  x   0.99960625  =   0.99926515
 MR0666
 MR0666:                Primary Azimuth Mark                     Grid Az
 MR0666:SPC UT N     -  BIRCH AZ MK                              002 34 48.0
 MR0666:UTM  12      -  BIRCH AZ MK                              002 54 38.1
 MR0666
 MR0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL7745994734(NAD 83)
 MR0666
 MR0666|---------------------------------------------------------------------|
 MR0666| PID    Reference Object                     Distance      Geod. Az  |
 MR0666|                                                           dddmmss.s |
 MR0666| CM4273 BIRCH AZ MK                                        0024353.8 |
 MR0666| CM4274 BIRCH RM 1                           14.033 METERS 24340     |
 MR0666| CM4275 BIRCH RM 2                           22.619 METERS 30317     |
 MR0666|---------------------------------------------------------------------|
 MR0666
 MR0666                          SUPERSEDED SURVEY CONTROL
 MR0666
 MR0666  NAD 83(1993)-  41 30 14.11583(N)    111 16 12.29661(W) AD(       ) 2
 MR0666  NAD 83(1986)-  41 30 14.10464(N)    111 16 12.28802(W) AD(       ) 2
 MR0666  NAD 27      -  41 30 14.31400(N)    111 16 09.57520(W) AD(       ) 2
 MR0666
 MR0666.Superseded values are not recommended for survey control.
 MR0666
 MR0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0666.See file dsdata.pdf to determine how the superseded data were derived.
 MR0666
 MR0666_MARKER: DS = TRIANGULATION STATION DISK
 MR0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0666
 MR0666  HISTORY     - Date     Condition        Report By
 MR0666  HISTORY     - 1938     MONUMENTED       CGS
 MR0666  HISTORY     - 1962     GOOD             USGS
 MR0666  HISTORY     - 1965     GOOD             USGS
 MR0666
 MR0666                          STATION DESCRIPTION
 MR0666
 MR0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 MR0666'STATION IS ABOUT 5 MILES WEST OF THE TOWN OF WOODRUFF, AND ABOUT
 MR0666'1/2 MILE NORTH OF BIRCH CREEK ON THE TOP OF A LOW CEDAR-COVERED
 MR0666'HILL.
 MR0666'
 MR0666'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 MR0666'BRONZE DISKS SET IN CONCRETE.
 MR0666'
 MR0666'STATION IS REACHED FROM OGDEN AS FOLLOWS--FROM THE INTERSECTION
 MR0666'OF WASHINGTON BLVD. AND 24TH STREET, GO EAST 1.1 MILES ON STATE
 MR0666'HIGHWAY UTAH 39 TO HARRISON BLVD.  THENCE TURN LEFT (NORTH) AND
 MR0666'FOLLOW STATE HIGHWAY UTAH 39 FOR 7.0 MILES TO PINE VIEW LAKE
 MR0666'DAM AND A FORK.  TAKE THE RIGHT FORK (STRAIGHT AHEAD) AND GO
 MR0666'EAST AND NORTH FOR 4.4 MILES TO CROSS ROAD AT THE NW EDGE OF
 MR0666'HUNTSVILLE.  HERE TURN RIGHT (EAST) AND FOLLOW STATE HIGHWAY
 MR0666'UTAH 39 (MONTE CRISTO ROAD) 23.2 MILES TO A SIDE ROAD TO THE
 MR0666'LEFT, AND A SIGN--DRY BREAD POND.  THENCE CONTINUE STRAIGHT
 MR0666'AHEAD (RIGHT FORK) ON STATE HIGHWAY UTAH 39 FOR 6.8 MILES
 MR0666'TO CROSS ROAD AND SIGN--MONTE CRISTO RECREATION AREA.
 MR0666'CONTINUE STRAIGHT AHEAD ON MAIN ROAD, UTAH 39, FOR 14.7 MILES
 MR0666'TO A SIDE ROAD TO THE LEFT AND SOME LOG BUILDINGS AND
 MR0666'CORRALS TO THE RIGHT.  CONTINUE STRAIGHT AHEAD DOWN THE
 MR0666'VALLEY FOR 0.6 MILE TO A DIM ROAD TURNING LEFT (NORTH) UP A DRAW.
 MR0666'TURN LEFT UP THE DRAW AND FOLLOW THE DIM TRAIL ROAD UP THE DRAW
 MR0666'FOR 1.45 MILES TO A DIM FORK ON THE TOP OF THE RIDGE,
 MR0666'THENCE TAKE LEFT FORK ABOUT 50 YARDS TO THE STATION.
 MR0666'
 MR0666'THE STATION IS ON THE HIGHEST POINT OF THE RIDGE, IT BEING
 MR0666'THE HIGHEST IN THE IMMEDIATE VICINITY.  THE AZIMUTH MARK IS
 MR0666'LOCATED ABOUT 0.4 MILE NNE ALONG THE RIDGE, ABOUT 25 PACES
 MR0666'SOUTH OF WEST OF THE HIGHEST POINT AT THAT LOCATION.  IT HAS
 MR0666'ABOUT THE SAME ELEVATION AS THE STATION.  AZIMUTH MARK IS A
 MR0666'STANDARD DISK AZIMUTH MARK.  STATION MARK IS STAMPED BIRCH 1938.
 MR0666
 MR0666                          STATION RECOVERY (1962)
 MR0666
 MR0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MR0666'RECOVERED IN GOOD CONDITION.
 MR0666
 MR0666                          STATION RECOVERY (1965)
 MR0666
 MR0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MR0666'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0550 ***********************************************************************
 LP0550  DESIGNATION -  BIRD 100000
 LP0550  PID         -  LP0550
 LP0550  STATE/COUNTY-  UT/TOOELE
 LP0550  COUNTRY     -  US
 LP0550  USGS QUAD   -  GRANITE PEAK (2017)
 LP0550
 LP0550                         *CURRENT SURVEY CONTROL
 LP0550  ______________________________________________________________________
 LP0550* NAD 83(1994) POSITION- 40 10 56.46236(N) 113 16 54.57407(W)   ADJUSTED
 LP0550* NAVD 88 ORTHO HEIGHT -  1307.3   (meters)     4289.    (feet) VERTCON3
 LP0550  ______________________________________________________________________
 LP0550  GEOID HEIGHT    -        -18.826 (meters)                     GEOID18
 LP0550  LAPLACE CORR    -          1.32  (seconds)                    DEFLEC18
 LP0550  HORZ ORDER      -  FIRST
 LP0550
 LP0550.The horizontal coordinates were established by classical geodetic methods
 LP0550.and adjusted by the National Geodetic Survey in November 1997.
 LP0550
 LP0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0550
 LP0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0550.GEOID18 height accuracy estimate available here.
 LP0550
 LP0550.Click photographs - Photos may exist for this station.
 LP0550
 LP0550.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0550
 LP0550. The following values were computed from the NAD 83(1994) position.
 LP0550
 LP0550;                    North         East     Units Scale Factor Converg.
 LP0550;SPC UT C     - 2,206,788.422   348,271.115   MT  0.99991716   -1 08 29.0
 LP0550;SPC UT C     - 7,240,105.01  1,142,619.48   sFT  0.99991716   -1 08 29.0
 LP0550;UTM  12      - 4,450,493.344   305,734.402   MT  1.00006459   -1 28 21.9
 LP0550
 LP0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0550!SPC UT C     -   0.99979791  x   0.99991716  =   0.99971508
 LP0550!UTM  12      -   0.99979791  x   1.00006459  =   0.99986248
 LP0550
 LP0550:                Primary Azimuth Mark                     Grid Az
 LP0550:SPC UT C     -  TRAIL 945 NW                             091 03 48.7
 LP0550:UTM  12      -  TRAIL 945 NW                             091 23 41.6
 LP0550
 LP0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK0573450493(NAD 83)
 LP0550
 LP0550|---------------------------------------------------------------------|
 LP0550| PID    Reference Object                     Distance      Geod. Az  |
 LP0550|                                                           dddmmss.s |
 LP0550| LP0551 DUGWAY V GRID TOWER                 APPROX. 3.4 KM 0065631.5 |
 LP0550| LP0545 TRAIL 945 NW                        APPROX. 5.0 KM 0895519.7 |
 LP0550| CM4278 BIRD 100000 RM 1                     11.114 METERS 15851     |
 LP0550| CM4279 BIRD 100000 RM 2                     10.288 METERS 26125     |
 LP0550|---------------------------------------------------------------------|
 LP0550
 LP0550                          SUPERSEDED SURVEY CONTROL
 LP0550
 LP0550  NAD 83(1986)-  40 10 56.45393(N)    113 16 54.56149(W) AD(       ) 1
 LP0550  NAD 27      -  40 10 56.67241(N)    113 16 51.62740(W) AD(       ) 1
 LP0550  NGVD 29 (07/19/86) 1306.3    (m)         4286.     (f) VERT ANG       
 LP0550
 LP0550.Superseded values are not recommended for survey control.
 LP0550
 LP0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0550.See file dsdata.pdf to determine how the superseded data were derived.
 LP0550
 LP0550_MARKER: DD = SURVEY DISK
 LP0550_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LP0550_STAMPING: 100000 W 1951
 LP0550_MARK LOGO: BLM
 LP0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0550
 LP0550  HISTORY     - Date     Condition        Report By
 LP0550  HISTORY     - 1951     MONUMENTED       BLM
 LP0550  HISTORY     - 1965     GOOD             CGS
 LP0550
 LP0550                          STATION DESCRIPTION
 LP0550
 LP0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0550'THE STATION IS LOCATED ON THE DUGWAY PROVING GROUNDS.  IT IS
 LP0550'30-1/2 MILES NORTHEAST OF CALLAO, 29-1/2 MILES EAST OF GOLD
 LP0550'HILL AND 6 MILES NORTH OF THE GRANITE MOUNTAIN.
 LP0550'
 LP0550'TO REACH THE STATION FROM THE DITTO TECHNICAL CENTER AT
 LP0550'DUGWAY GO WEST FOR 1.8 MILES TO A GUARD GATE AND A FORK.  TAKE
 LP0550'THE LEFT FORK AND GO WEST AND SOUTHWEST FOR 18.0 MILES ALONG
 LP0550'STARK ROAD TO A FORK WITH A GOOD GRAVEL ROAD.  TAKE THE RIGHT
 LP0550'FORK AND GO WEST FOR 0.65 MILE TO 5 FORKS.  TAKE THE WEST 1
 LP0550'OF 2 FORKS LEADING NORTH AND GO 0.45 MILE TO A SIDE ROAD
 LP0550'LEFT JUST BEFORE REACHING A GROUP OF BUILDINGS.  TURN LEFT
 LP0550'AND GO 0.05 MILE TO A TELEPHONE LINE CROSSING AND THE STATION
 LP0550'ON THE LEFT.
 LP0550'
 LP0550'THE STATION MARK IS A BUREAU OF LAND MANAGEMENT DISK STAMPED
 LP0550'BLM 100000 W 1951.  IT IS SET IN THE TOP OF A 6 INCH ROUND
 LP0550'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 13 FEET
 LP0550'SOUTH OF THE CENTER LINE OF THE ROAD AND 6-1/2 FEET WEST
 LP0550'OF THE WITNESS POST.
 LP0550'
 LP0550'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BIRD 100000 BLM
 LP0550'NO 1 1965.  IT IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 LP0550'WHICH PROJECTS 5 INCHES.  IT IS 34 FEET SOUTH OF THE CENTER
 LP0550'LINE OF THE ROAD AND 31-1/2 FEET SOUTH-SOUTHEAST OF THE WITNESS
 LP0550'POST.
 LP0550'
 LP0550'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BIRD 100000 BLM
 LP0550'NO 2 1965.  IT IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 LP0550'WHICH PROJECTS 8 INCHES.  IT IS 38 FEET SOUTH OF THE CENTER
 LP0550'LINE OF THE ROAD AND 38-1/2 FEET WEST OF THE WITNESS POST.
 LP0550'
 LP0550'NOTE.  NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.
 LP0550'
 LP0550'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0528 ***********************************************************************
 LP0528  DESIGNATION -  BIRD 40000
 LP0528  PID         -  LP0528
 LP0528  STATE/COUNTY-  UT/TOOELE
 LP0528  COUNTRY     -  US
 LP0528  USGS QUAD   -  DUGWAY PROVING GROUND NE (2017)
 LP0528
 LP0528                         *CURRENT SURVEY CONTROL
 LP0528  ______________________________________________________________________
 LP0528* NAD 83(1994) POSITION- 40 10 56.48307(N) 113 04 01.59951(W)   ADJUSTED
 LP0528* NAVD 88 ORTHO HEIGHT -  1313.6   (meters)     4310.    (feet) VERTCON3
 LP0528  ______________________________________________________________________
 LP0528  GEOID HEIGHT    -        -18.699 (meters)                     GEOID18
 LP0528  LAPLACE CORR    -          2.25  (seconds)                    DEFLEC18
 LP0528  HORZ ORDER      -  FIRST
 LP0528
 LP0528.The horizontal coordinates were established by classical geodetic methods
 LP0528.and adjusted by the National Geodetic Survey in November 1997.
 LP0528
 LP0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0528
 LP0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0528.GEOID18 height accuracy estimate available here.
 LP0528
 LP0528.Click photographs - Photos may exist for this station.
 LP0528
 LP0528.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0528
 LP0528. The following values were computed from the NAD 83(1994) position.
 LP0528
 LP0528;                    North         East     Units Scale Factor Converg.
 LP0528;SPC UT C     - 2,206,446.769   366,552.893   MT  0.99991716   -1 00 13.9
 LP0528;SPC UT C     - 7,238,984.11  1,202,598.95   sFT  0.99991716   -1 00 13.9
 LP0528;UTM  12      - 4,450,046.104   324,015.823   MT  0.99998126   -1 20 02.7
 LP0528
 LP0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0528!SPC UT C     -   0.99979690  x   0.99991716  =   0.99971408
 LP0528!UTM  12      -   0.99979690  x   0.99998126  =   0.99977816
 LP0528
 LP0528:                Primary Azimuth Mark                     Grid Az
 LP0528:SPC UT C     -  BIRD 36000 W                             091 04 27.9
 LP0528:UTM  12      -  BIRD 36000 W                             091 24 16.7
 LP0528
 LP0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK2401550046(NAD 83)
 LP0528
 LP0528|---------------------------------------------------------------------|
 LP0528| PID    Reference Object                     Distance      Geod. Az  |
 LP0528|                                                           dddmmss.s |
 LP0528| LP0527 DUGWAY BAKER AREA WATER TANK        APPROX. 1.8 KM 0743711.8 |
 LP0528| CM4283 BIRD 36000 W                                       0900414.0 |
 LP0528| CM4284 BIRD 40000 RM 1                      11.274 METERS 19143     |
 LP0528| CM4285 BIRD 40000 RM 2                       9.950 METERS 27352     |
 LP0528|---------------------------------------------------------------------|
 LP0528
 LP0528                          SUPERSEDED SURVEY CONTROL
 LP0528
 LP0528  NAD 83(1986)-  40 10 56.47563(N)    113 04 01.58633(W) AD(       ) 1
 LP0528  NAD 27      -  40 10 56.69075(N)    113 03 58.67492(W) AD(       ) 1
 LP0528  NGVD 29 (07/19/86) 1312.6    (m)         4306.     (f) VERT ANG       
 LP0528
 LP0528.Superseded values are not recommended for survey control.
 LP0528
 LP0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0528.See file dsdata.pdf to determine how the superseded data were derived.
 LP0528
 LP0528_MARKER: DD = SURVEY DISK
 LP0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0528_STAMPING: BIRD 40000 W 1951
 LP0528_MARK LOGO: BLM
 LP0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0528+STABILITY: SURFACE MOTION
 LP0528
 LP0528  HISTORY     - Date     Condition        Report By
 LP0528  HISTORY     - 1965     MONUMENTED       BLM
 LP0528
 LP0528                          STATION DESCRIPTION
 LP0528
 LP0528'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1965 (CAA)
 LP0528'STATION IS LOCATED AIRLINE, ABOUT 11-1/2 MILES EAST-NORTHEAST
 LP0528'OF GRANITE PEAK, 7 MILES WEST OF DUGWAY (DOG AREA), 1-1/4 MILES
 LP0528'WEST OF DUGWAY (BAKER AREA) AND IS THE 40000 FEET POINT OF THE
 LP0528'BIRD BASELINE.
 LP0528'
 LP0528'TO REACH THE STATION FROM DUGWAY (DOG AREA), GO WEST ON STARK
 LP0528'ROAD FOR 1.8 MILES TO A GUARD GATE AND FORK.  KEEP THE RIGHT FORK
 LP0528'AND CONTINUE WESTERLY ON A PAVED ROAD FOR 4.6 MILES TO A PAVED
 LP0528'SIDE ROAD LEFT, WHICH IS JUST AFTER PASSING THE BUILDINGS AT
 LP0528'BAKER AREA.  TURN LEFT AND CONTINUE WESTERLY ON A PAVED ROAD
 LP0528'FOR 1.4 MILES TO A BLADED SIDE ROAD LEFT WHICH LEADS BACK TO THE
 LP0528'EAST.  TURN SHARP LEFT AND GO EAST ON THE BLADED ROAD FOR
 LP0528'0.3 MILE TO A FORK AND THE STATION ON THE RIGHT.  TO REACH THE
 LP0528'AZIMUTH MARK FROM THE STATION, TAKE THE LEFT FORK AND GO EAST
 LP0528'ON A BLADED ROAD FOR 0.8 MILE TO THE MARK ON THE RIGHT.
 LP0528'
 LP0528'STATION MARK IS A U.S. CADASTRAL SURVEY, BUREAU OF LAND MANAGEMENT
 LP0528'DISK, STAMPED BLM 40000 W 1951, SET IN THE TOP OF A ROUND
 LP0528'CONCRETE POST 8 INCHES IN DIAMETER AND PROJECTS ABOUT 4 INCHES
 LP0528'ABOVE THE SURFACE OF THE GROUND.  IT IS 39 FEET SOUTHWEST OF
 LP0528'A ROAD INTERSECTION, 26 FEET SOUTHWEST OF A BLADED ROAD AND 5.4
 LP0528'FEET WEST OF A METAL WITNESS POST.
 LP0528'
 LP0528'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BIRD 40000
 LP0528'NO 1 1965, SET IN THE TOP OF A 14-INCH ROUND CONCRETE POST WHICH
 LP0528'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 63 FEET
 LP0528'SOUTHWEST OF THE BLADED ROAD AND ABOUT THE SAME ELEVATION AS
 LP0528'THE STATION.
 LP0528'
 LP0528'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BIRD 40000 NO 2
 LP0528'1965, SET IN THE TOP OF A 14-INCH ROUND CONCRETE POST WHICH
 LP0528'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 28
 LP0528'FEET SOUTHWEST OF THE BLADED ROAD AND ABOUT THE SAME ELEVATION AS
 LP0528'THE STATION.
 LP0528'
 LP0528'AZIMUTH MARK IS A U.S. CADASTRAL SURVEY, BUREAU OF LAND MANAGEMENT
 LP0528'DISK, STAMPED BLM 36000 W 1951, SET IN THE TOP OF AN 8-INCH
 LP0528'CONCRETE POST WHICH PROJECTS ABOUT 10 INCHES ABOVE THE GROUND
 LP0528'SURFACE.  IT IS 38 FEET SOUTH OF THE BLADED ROAD AND 5.5 FEET
 LP0528'SOUTH OF A METAL WITNESS POST.
 LP0528'
 LP0528'NOTE--DUGWAY (DOG AREA) HAS BEEN CHANGED TO DITTO TECHNICAL
 LP0528'AREA.
 LP0528'
 LP0528'HEIGHT OF LIGHT ABOVE STATION MARK 4.4 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0547 ***********************************************************************
 LP0547  DESIGNATION -  BIRD 68
 LP0547  PID         -  LP0547
 LP0547  STATE/COUNTY-  UT/TOOELE
 LP0547  COUNTRY     -  US
 LP0547  USGS QUAD   -  DUGWAY PROVING GROUND NW (2017)
 LP0547
 LP0547                         *CURRENT SURVEY CONTROL
 LP0547  ______________________________________________________________________
 LP0547* NAD 83(1994) POSITION- 40 10 56.67612(N) 113 10 19.18412(W)   ADJUSTED
 LP0547* NAVD 88 ORTHO HEIGHT -  1311.3   (meters)     4302.    (feet) VERTCON3
 LP0547  ______________________________________________________________________
 LP0547  GEOID HEIGHT    -        -18.788 (meters)                     GEOID18
 LP0547  LAPLACE CORR    -          1.19  (seconds)                    DEFLEC18
 LP0547  HORZ ORDER      -  FIRST
 LP0547
 LP0547.The horizontal coordinates were established by classical geodetic methods
 LP0547.and adjusted by the National Geodetic Survey in November 1997.
 LP0547
 LP0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0547
 LP0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0547.GEOID18 height accuracy estimate available here.
 LP0547
 LP0547.Click photographs - Photos may exist for this station.
 LP0547
 LP0547.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0547
 LP0547. The following values were computed from the NAD 83(1994) position.
 LP0547
 LP0547;                    North         East     Units Scale Factor Converg.
 LP0547;SPC UT C     - 2,206,614.442   357,622.578   MT  0.99991716   -1 04 15.8
 LP0547;SPC UT C     - 7,239,534.22  1,173,300.07   sFT  0.99991716   -1 04 15.8
 LP0547;UTM  12      - 4,450,265.306   315,085.876   MT  1.00002094   -1 24 06.5
 LP0547
 LP0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0547!SPC UT C     -   0.99979728  x   0.99991716  =   0.99971445
 LP0547!UTM  12      -   0.99979728  x   1.00002094  =   0.99981821
 LP0547
 LP0547:                Primary Azimuth Mark                     Grid Az
 LP0547:SPC UT C     -  BIRD 68 AZ MK                            091 04 12.3
 LP0547:UTM  12      -  BIRD 68 AZ MK                            091 24 03.0
 LP0547
 LP0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK1508550265(NAD 83)
 LP0547
 LP0547|---------------------------------------------------------------------|
 LP0547| PID    Reference Object                     Distance      Geod. Az  |
 LP0547|                                                           dddmmss.s |
 LP0547| CM4287 BIRD 68 RM 1                         11.052 METERS 02815     |
 LP0547| CM4286 BIRD 68 AZ MK                                      0895956.5 |
 LP0547| CM4288 BIRD 68 RM 2                         13.595 METERS 11614     |
 LP0547| LP0536 DUGWAY ASG TOWER                    APPROX. 7.2 KM 1525519.8 |
 LP0547| LP0542 DUGWAY HORIZONTAL GRID TOWER        APPROX. 3.1 KM 3513507.0 |
 LP0547|---------------------------------------------------------------------|
 LP0547
 LP0547                          SUPERSEDED SURVEY CONTROL
 LP0547
 LP0547  NAD 83(1986)-  40 10 56.66817(N)    113 10 19.17126(W) AD(       ) 1
 LP0547  NAD 27      -  40 10 56.88484(N)    113 10 16.24861(W) AD(       ) 1
 LP0547  NGVD 29 (07/19/86) 1310.3    (m)         4299.     (f) VERT ANG       
 LP0547
 LP0547.Superseded values are not recommended for survey control.
 LP0547
 LP0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0547.See file dsdata.pdf to determine how the superseded data were derived.
 LP0547
 LP0547_MARKER: DS = TRIANGULATION STATION DISK
 LP0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0547_STAMPING: BIRD-68 1965
 LP0547_MARK LOGO: CGS
 LP0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0547+STABILITY: SURFACE MOTION
 LP0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0547+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2014
 LP0547
 LP0547  HISTORY     - Date     Condition        Report By
 LP0547  HISTORY     - 1965     MONUMENTED       CGS
 LP0547  HISTORY     - 1987     GOOD             DMA
 LP0547  HISTORY     - 20140721 GOOD             INDIV
 LP0547  HISTORY     - 20140729 GOOD             INDIV
 LP0547
 LP0547                          STATION DESCRIPTION
 LP0547
 LP0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0547'STATION IS LOCATED ABOUT 6-1/2 MILES WEST OF DUGWAY (BAKER AREA),
 LP0547'12-1/2 MILES WEST OF DUGWAY (DITTO TECHNICAL CENTER) AND 6-3/4
 LP0547'MILES NORTHEAST OF GRANITE PEAK.
 LP0547'
 LP0547'TO REACH THE STATION FROM THE DITTO TECHNICAL CENTER, GO WEST ON
 LP0547'STARK ROAD FOR 1.8 MILES TO GUARD BUILDING AND ROAD FORK.  TAKE
 LP0547'THE RIGHT FORK AND CONTINUE WESTERLY ON HORIZONTAL ROAD FOR 4.6
 LP0547'MILES TO A PAVED ROAD LEFT WHICH IS ON THE WEST EDGE OF BAKER
 LP0547'AREA.  TURN LEFT AND CONTINUE WEST ON A PAVED ROAD FOR 4.5 MILES
 LP0547'TO A FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTHWEST ON BURNS
 LP0547'ROAD FOR 1.95 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 LP0547'SOUTHWEST ON THE ROAD FOR 0.1 MILE TO A CROSSROAD.  BEAR RIGHT
 LP0547'AND GO NORTHWEST ON THE LEFT ONE OF TWO ROADS FOR 0.05 MILE
 LP0547'TO A TRACK CROSSROAD.  TURN LEFT AND GO WEST ON TRACK ROAD FOR
 LP0547'0.1 MILE TO THE STATION ON THE LEFT.
 LP0547'
 LP0547'STATION MARK IS A STANDARD DISK, STAMPED BIRD-68 1965, SET
 LP0547'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT 5
 LP0547'INCHES.  IT IS 8 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND
 LP0547'5.7 FEET NORTH OF A METAL WITNESS POST.
 LP0547'
 LP0547'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BIRD-68 NO 1 1965,
 LP0547'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 LP0547'ABOUT 2 INCHES.  IT IS 41.9 FEET NORTHEAST OF THE WITNESS POST,
 LP0547'23 FEET NORTH OF THE CENTER OF THE TRACK ROAD AND ABOUT THE
 LP0547'SAME ELEVATION AS THE STATION.
 LP0547'
 LP0547'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BIRD-68 NO 2 1965,
 LP0547'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT
 LP0547'2 INCHES.  IT IS 26 FEET SOUTH OF THE CENTER OF THE TRACK ROAD
 LP0547'AND ABOUT THE SAME ELEVATION AS THE STATION.
 LP0547'
 LP0547'AZIMUTH MARK IS A U.S. CADASTRAL SURVEY BUREAU OF LAND MANAGEMENT
 LP0547'DISK, STAMPED BLM 68000 W 1951, SET IN THE TOP OF A 6-INCH
 LP0547'ROUND CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE THE
 LP0547'GROUND SURFACE.  IT IS 19 FEET NORTH OF THE CENTER OF A ROAD
 LP0547'AND 1.4 FEET WEST OF A METAL WITNESS POST.
 LP0547'
 LP0547'HEIGHT OF LIGHT ABOVE STATION MARK 3.0 METERS.
 LP0547
 LP0547                          STATION RECOVERY (1987)
 LP0547
 LP0547'RECOVERY NOTE BY DEFENSE MAP AGENCY 1987 (RFA)
 LP0547'RECOVERED IN GOOD CONDITION.
 LP0547
 LP0547                          STATION RECOVERY (2014)
 LP0547
 LP0547'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (TS)
 LP0547'RECOVERED IN GOOD CONDITION.
 LP0547
 LP0547                          STATION RECOVERY (2014)
 LP0547
 LP0547'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (TS)
 LP0547'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0541 ***********************************************************************
 LP0541  DESIGNATION -  BIRD 76
 LP0541  PID         -  LP0541
 LP0541  STATE/COUNTY-  UT/TOOELE
 LP0541  COUNTRY     -  US
 LP0541  USGS QUAD   -  DUGWAY PROVING GROUND NW (2017)
 LP0541
 LP0541                         *CURRENT SURVEY CONTROL
 LP0541  ______________________________________________________________________
 LP0541* NAD 83(1994) POSITION- 40 10 56.66639(N) 113 11 52.96972(W)   ADJUSTED
 LP0541* NAVD 88 ORTHO HEIGHT -  1310.2   (meters)     4299.    (feet) VERTCON3
 LP0541  ______________________________________________________________________
 LP0541  GEOID HEIGHT    -        -18.801 (meters)                     GEOID18
 LP0541  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 LP0541  HORZ ORDER      -  FIRST
 LP0541
 LP0541.The horizontal coordinates were established by classical geodetic methods
 LP0541.and adjusted by the National Geodetic Survey in November 1997.
 LP0541
 LP0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0541
 LP0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0541.GEOID18 height accuracy estimate available here.
 LP0541
 LP0541.Click photographs - Photos may exist for this station.
 LP0541
 LP0541.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0541
 LP0541. The following values were computed from the NAD 83(1994) position.
 LP0541
 LP0541;                    North         East     Units Scale Factor Converg.
 LP0541;SPC UT C     - 2,206,655.934   355,404.438   MT  0.99991716   -1 05 15.8
 LP0541;SPC UT C     - 7,239,670.34  1,166,022.73   sFT  0.99991716   -1 05 15.8
 LP0541;UTM  12      - 4,450,319.611   312,867.771   MT  1.00003110   -1 25 07.1
 LP0541
 LP0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0541!SPC UT C     -   0.99979745  x   0.99991716  =   0.99971463
 LP0541!UTM  12      -   0.99979745  x   1.00003110  =   0.99982854
 LP0541
 LP0541:                Primary Azimuth Mark                     Grid Az
 LP0541:SPC UT C     -  BIRD 76 AZ MK                            271 04 03.6
 LP0541:UTM  12      -  BIRD 76 AZ MK                            271 23 54.9
 LP0541
 LP0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK1286750319(NAD 83)
 LP0541
 LP0541|---------------------------------------------------------------------|
 LP0541| PID    Reference Object                     Distance      Geod. Az  |
 LP0541|                                                           dddmmss.s |
 LP0541| LP0542 DUGWAY HORIZONTAL GRID TOWER        APPROX. 3.6 KM 0294240.2 |
 LP0541| LP0536 DUGWAY ASG TOWER                    APPROX. 8.4 KM 1392112.5 |
 LP0541| CM4290 BIRD 76 RM 1                         15.472 METERS 24206     |
 LP0541| CM4289 BIRD 76 AZ MK                                      2695847.8 |
 LP0541| CM4291 BIRD 76 RM 2                         13.945 METERS 32936     |
 LP0541|---------------------------------------------------------------------|
 LP0541
 LP0541                          SUPERSEDED SURVEY CONTROL
 LP0541
 LP0541  NAD 83(1986)-  40 10 56.65834(N)    113 11 52.95698(W) AD(       ) 1
 LP0541  NAD 27      -  40 10 56.87533(N)    113 11 50.03174(W) AD(       ) 1
 LP0541  NGVD 29 (07/19/86) 1309.2    (m)         4295.     (f) VERT ANG       
 LP0541
 LP0541.Superseded values are not recommended for survey control.
 LP0541
 LP0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0541.See file dsdata.pdf to determine how the superseded data were derived.
 LP0541
 LP0541_MARKER: DS = TRIANGULATION STATION DISK
 LP0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0541_STAMPING: BIRD-76 1965
 LP0541_MARK LOGO: CGS
 LP0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0541+STABILITY: SURFACE MOTION
 LP0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0541+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2014
 LP0541
 LP0541  HISTORY     - Date     Condition        Report By
 LP0541  HISTORY     - 1966     MONUMENTED       CGS
 LP0541  HISTORY     - 20141110 GOOD             INDIV
 LP0541
 LP0541                          STATION DESCRIPTION
 LP0541
 LP0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (CAA)
 LP0541'THE STATION IS LOCATED ON THE DUGWAY PROVING GROUNDS, ABOUT
 LP0541'14 MILES WEST OF DUGWAY (DITTO TECHNICAL CENTER), ABOUT 8
 LP0541'MILES WEST OF DUGWAY (BAKER AREA) AND ABOUT 6 MILES NORTHEAST
 LP0541'OF GRANITE PEAK ALONG THE BIRD BASE LINE.
 LP0541'
 LP0541'TO REACH FROM DITTO TECHNICAL CENTER, GO WEST ON STARK ROAD FOR
 LP0541'1.8 MILES TO GUARD BUILDING AND ROAD FORK, TAKE THE RIGHT FORK
 LP0541'AND GO WEST ON HORIZONTAL ROAD FOR 4.6 MILES TO A PAVED SIDE
 LP0541'ROAD LEFT, TURN LEFT AND CONTINUE WEST FOR 4.5 MILES TO FORK,
 LP0541'TAKE THE LEFT FORK AND GO SOUTHWEST ON BURNS ROAD FOR 2.1
 LP0541'MILES TO THE INTERSECTION OF BURNS ROAD AND 101, CONTINUE
 LP0541'SOUTHWEST ON BURNS ROAD FOR 1.6 MILES TO A CROSSROAD, TURN
 LP0541'RIGHT AND GO NORTHEAST FOR 0.45 MILE TO A CROSS ROAD, TURN
 LP0541'LEFT AND GO NORTHWEST FOR 0.1 MILE TO A DIAGONAL CROSSROAD AND
 LP0541'STATION IN THE SOUTHEAST CORNER OF INTERSECTION.
 LP0541'
 LP0541'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON TRACK
 LP0541'ROAD FOR 0.65 MILE TO MARK ON LEFT.
 LP0541'
 LP0541'STATION MARK, A STANDARD DISK STAMPED BIRD-76 1965, IS SET IN
 LP0541'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  THE
 LP0541'MARK IS 31 FEET SOUTHEAST OF CENTER OF INTERSECTION, 12 FEET
 LP0541'NORTHEAST OF CENTER OF ROAD, 9 FEET SOUTH OF CENTER OF ROAD AND
 LP0541'5.6 FEET NORTHWEST OF WITNESS POST.
 LP0541'
 LP0541'REFERENCE MARK 1, A STANDARD DISK STAMPED BIRD-76 NO 1 1965,
 LP0541'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND
 LP0541'THE SAME ELEVATION AS THE STATION.  THE MARK IS 40 FEET SOUTHWEST
 LP0541'OF THE CENTER OF INTERSECTION, 54 FEET WEST OF WITNESS POST,
 LP0541'39 FEET WEST OF CENTER OF ROAD AND 33 FEET SOUTH OF CENTER OF
 LP0541'ROAD.
 LP0541'
 LP0541'REFERENCE MARK 2, A STANDARD DISK STAMPED BIRD-76 NO 2 1965 IS
 LP0541'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES
 LP0541'AND THE SAME ELEVATION AS THE STATION.  THE MARK IS 50.8 FEET
 LP0541'NORTH OF WITNESS POST, 36 FEET NORTH OF CENTER OF ROAD, 26 FEET
 LP0541'NORTHEAST OF CENTER OF INTERSECTION AND 19 FEET EAST OF CENTER
 LP0541'OF ROAD.
 LP0541'
 LP0541'AZIMUTH MARK, A U.S. CASDASTRAL SURVEY BUREAU OF LAND MANAGEMENT
 LP0541'DISK STAMPED BLM 80000 W 1951, IS SET IN THE TOP OF A 6 INCH
 LP0541'ROUND CONCRETE POST WHICH PROJECTS 10 INCHES.  THE MARK IS 6
 LP0541'FEET SOUTH OF CENTER OF ROAD AND 1 FOOT SOUTHEAST OF WITNESS POST.
 LP0541
 LP0541                          STATION RECOVERY (2014)
 LP0541
 LP0541'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (TS)
 LP0541'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0731 ***********************************************************************
 MS0731  DESIGNATION -  BIRD ISLAND ET
 MS0731  PID         -  MS0731
 MS0731  STATE/COUNTY-  UT/BOX ELDER
 MS0731  COUNTRY     -  US
 MS0731  USGS QUAD   -  CARRINGTON ISLAND (2017)
 MS0731
 MS0731                         *CURRENT SURVEY CONTROL
 MS0731  ______________________________________________________________________
 MS0731* NAD 83(1994) POSITION- 41 04 14.14823(N) 112 35 09.33526(W)   ADJUSTED
 MS0731* NAVD 88 ORTHO HEIGHT -  1303.8   (meters)     4278.    (feet) VERTCON3
 MS0731  ______________________________________________________________________
 MS0731  GEOID HEIGHT    -        -17.138 (meters)                     GEOID18
 MS0731  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 MS0731  HORZ ORDER      -  SECOND
 MS0731
 MS0731.The horizontal coordinates were established by classical geodetic methods
 MS0731.and adjusted by the National Geodetic Survey in November 1997.
 MS0731
 MS0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0731
 MS0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0731.GEOID18 height accuracy estimate available here.
 MS0731
 MS0731.Click photographs - Photos may exist for this station.
 MS0731
 MS0731.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0731
 MS0731. The following values were computed from the NAD 83(1994) position.
 MS0731
 MS0731;                    North         East     Units Scale Factor Converg.
 MS0731;SPC UT N     - 1,082,442.736   408,738.797   MT  0.99996176   -0 42 57.6
 MS0731;SPC UT N     - 3,551,314.21  1,341,003.87   sFT  0.99996176   -0 42 57.6
 MS0731;SPC UT C     - 2,304,468.381   408,723.136   MT  1.00013189   -0 41 44.2
 MS0731;SPC UT C     - 7,560,576.68  1,340,952.49   sFT  1.00013189   -0 41 44.2
 MS0731;UTM  12      - 4,547,805.670   366,761.211   MT  0.99981849   -1 02 31.5
 MS0731
 MS0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0731!SPC UT N     -   0.99979821  x   0.99996176  =   0.99975998
 MS0731!SPC UT C     -   0.99979821  x   1.00013189  =   0.99993008
 MS0731!UTM  12      -   0.99979821  x   0.99981849  =   0.99961674
 MS0731
 MS0731:                Primary Azimuth Mark                     Grid Az
 MS0731:SPC UT N     -  CARRINGTON ET                            170 14 03.2
 MS0731:SPC UT C     -  CARRINGTON ET                            170 12 49.8
 MS0731:UTM  12      -  CARRINGTON ET                            170 33 37.1
 MS0731
 MS0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL6676147805(NAD 83)
 MS0731
 MS0731|---------------------------------------------------------------------|
 MS0731| PID    Reference Object                     Distance      Geod. Az  |
 MS0731|                                                           dddmmss.s |
 MS0731| MS0733 CARRINGTON ET                       APPROX. 7.1 KM 1693105.6 |
 MS0731|---------------------------------------------------------------------|
 MS0731
 MS0731                          SUPERSEDED SURVEY CONTROL
 MS0731
 MS0731  NAD 83(1993)-  41 04 14.13654(N)    112 35 09.32494(W) AD(       ) 2
 MS0731  NAD 83(1986)-  41 04 14.13662(N)    112 35 09.32423(W) AD(       ) 2
 MS0731  NAD 27      -  41 04 14.36761(N)    112 35 06.43422(W) AD(       ) 2
 MS0731  NGVD 29 (07/19/86) 1302.9    (m)         4275.     (f) VERT ANG       
 MS0731
 MS0731.Superseded values are not recommended for survey control.
 MS0731
 MS0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0731.See file dsdata.pdf to determine how the superseded data were derived.
 MS0731
 MS0731_MARKER: DD = SURVEY DISK
 MS0731_SETTING: 66 = SET IN ROCK OUTCROP
 MS0731_STAMPING: ET BIRD ISLAND 1966
 MS0731_MARK LOGO: USGS
 MS0731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0731+STABILITY: POSITION/ELEVATION WELL
 MS0731
 MS0731  HISTORY     - Date     Condition        Report By
 MS0731  HISTORY     - 1966     MONUMENTED       USGS
 MS0731
 MS0731                          STATION DESCRIPTION
 MS0731
 MS0731'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (YY)
 MS0731'LOCATED ABOUT 38 MI. N. AND 6.5 MI. W. OF GRANTSVILLE.  ON THE
 MS0731'SECOND HIGHEST POINT ON BIRD ISLAND IN THE GREAT SALT LAKE.
 MS0731'
 MS0731'REACHED BY HELICOPTER.
 MS0731'
 MS0731'STATION MARK--A STANDARD TABLET STAMPED BIRD ISLAND 1966 ET
 MS0731'CEMENTED IN A DRILL HOLE IN BEDROCK E. OF A 4 FT. ROCK OUTCROP.
 MS0731'
 MS0731'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0474 ***********************************************************************
 LP0474  DESIGNATION -  BIRD O
 LP0474  PID         -  LP0474
 LP0474  STATE/COUNTY-  UT/TOOELE
 LP0474  COUNTRY     -  US
 LP0474  USGS QUAD   -  CAMELS BACK RIDGE NW (2017)
 LP0474
 LP0474                         *CURRENT SURVEY CONTROL
 LP0474  ______________________________________________________________________
 LP0474* NAD 83(1994) POSITION- 40 10 55.69759(N) 112 55 26.28733(W)   ADJUSTED
 LP0474* NAVD 88 ORTHO HEIGHT -  1324.6   (meters)     4346.    (feet) VERTCON3
 LP0474  ______________________________________________________________________
 LP0474  GEOID HEIGHT    -        -18.537 (meters)                     GEOID18
 LP0474  LAPLACE CORR    -          3.21  (seconds)                    DEFLEC18
 LP0474  HORZ ORDER      -  SECOND
 LP0474
 LP0474.The horizontal coordinates were established by classical geodetic methods
 LP0474.and adjusted by the National Geodetic Survey in November 1997.
 LP0474
 LP0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0474
 LP0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0474.GEOID18 height accuracy estimate available here.
 LP0474
 LP0474.Click photographs - Photos may exist for this station.
 LP0474
 LP0474.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0474
 LP0474. The following values were computed from the NAD 83(1994) position.
 LP0474
 LP0474;                    North         East     Units Scale Factor Converg.
 LP0474;SPC UT C     - 2,206,218.736   378,740.685   MT  0.99991713   -0 54 43.8
 LP0474;SPC UT C     - 7,238,235.97  1,242,585.06   sFT  0.99991713   -0 54 43.8
 LP0474;UTM  12      - 4,449,747.897   336,202.568   MT  0.99993028   -1 14 30.0
 LP0474
 LP0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0474!SPC UT C     -   0.99979515  x   0.99991713  =   0.99971229
 LP0474!UTM  12      -   0.99979515  x   0.99993028  =   0.99972544
 LP0474
 LP0474:                Primary Azimuth Mark                     Grid Az
 LP0474:SPC UT C     -  SIMPSON 0 NW                             091 04 07.3
 LP0474:UTM  12      -  SIMPSON 0 NW                             091 23 53.5
 LP0474
 LP0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK3620249747(NAD 83)
 LP0474
 LP0474|---------------------------------------------------------------------|
 LP0474| PID    Reference Object                     Distance      Geod. Az  |
 LP0474|                                                           dddmmss.s |
 LP0474| LP0477 SIMPSON 0 NW                        APPROX. 0.6 KM 0900923.5 |
 LP0474|---------------------------------------------------------------------|
 LP0474
 LP0474                          SUPERSEDED SURVEY CONTROL
 LP0474
 LP0474  NAD 83(1986)-  40 10 55.69114(N)    112 55 26.27383(W) AD(       ) 2
 LP0474  NAD 27      -  40 10 55.90401(N)    112 55 23.37714(W) AD(       ) 2
 LP0474  NGVD 29 (07/19/86) 1323.6    (m)         4343.     (f) VERT ANG       
 LP0474
 LP0474.Superseded values are not recommended for survey control.
 LP0474
 LP0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0474.See file dsdata.pdf to determine how the superseded data were derived.
 LP0474
 LP0474_MARKER: DD = SURVEY DISK
 LP0474_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LP0474_STAMPING: BIRD O 1951
 LP0474_MARK LOGO: BLM
 LP0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0474
 LP0474  HISTORY     - Date     Condition        Report By
 LP0474  HISTORY     - 1951     MONUMENTED       BLM
 LP0474  HISTORY     - 1966     GOOD             CGS
 LP0474
 LP0474                          STATION DESCRIPTION
 LP0474
 LP0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (CAA)
 LP0474'STATION IS LOCATED AT THE APPROXIMATE CENTER OF THE INTERSECTION
 LP0474'OF 1 ST. AND A ST. AT DUGWAY (DITTO TECHNICAL CENTER).
 LP0474'
 LP0474'STATION MARK IS A U.S. CADASTRAL SURVEY BUREAU OF LAND MANAGEMENT
 LP0474'DISK, STAMPED BL O 1951.  THE FACE OF THE DISK IS SO SCRATCHED
 LP0474'AND MARED THAT THE STAMPING IS HARD TO DISTINGUISH.
 LP0474'
 LP0474'THE MARK IS 57.7 FEET NORTHEAST OF A FIRE HYDRANT, 53.2 FEET
 LP0474'SOUTHWEST OF A SIGN POLAR TEST TEAM ETC., 33.3 FEET NORTHWEST
 LP0474'OF 1 ST AND A ST. SIGNPOST, 32.3 FEET SOUTHWEST OF POWER LINE
 LP0474'POLE NO. D 135 AND 25 FEET SOUTH-SOUTHWEST OF A 4 X 4-INCH
 LP0474'WHITE WOODEN POST.
 LP0474'
 LP0474'NO REFERENCE MARKS ESTABLISHED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0421 ***********************************************************************
 KN0421  DESIGNATION -  BIRDSEYE
 KN0421  PID         -  KN0421
 KN0421  STATE/COUNTY-  UT/UTAH
 KN0421  COUNTRY     -  US
 KN0421  USGS QUAD   -  BIRDSEYE (2017)
 KN0421
 KN0421                         *CURRENT SURVEY CONTROL
 KN0421  ______________________________________________________________________
 KN0421* NAD 83(1994) POSITION- 39 55 20.14752(N) 111 31 18.29735(W)   ADJUSTED
 KN0421* NAVD 88 ORTHO HEIGHT -  2280.5   (meters)     7482.    (feet) VERTCON3
 KN0421  ______________________________________________________________________
 KN0421  GEOID HEIGHT    -        -16.624 (meters)                     GEOID18
 KN0421  LAPLACE CORR    -         14.02  (seconds)                    DEFLEC18
 KN0421  HORZ ORDER      -  THIRD
 KN0421
 KN0421.The horizontal coordinates were established by classical geodetic methods
 KN0421.and adjusted by the National Geodetic Survey in November 1997.
 KN0421
 KN0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0421
 KN0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0421.GEOID18 height accuracy estimate available here.
 KN0421
 KN0421.Click photographs - Photos may exist for this station.
 KN0421
 KN0421.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0421
 KN0421. The following values were computed from the NAD 83(1994) position.
 KN0421
 KN0421;                    North         East     Units Scale Factor Converg.
 KN0421;SPC UT C     - 2,176,401.002   498,140.828   MT  0.99989998   -0 00 50.2
 KN0421;SPC UT C     - 7,140,408.95  1,634,317.03   sFT  0.99989998   -0 00 50.2
 KN0421;UTM  12      - 4,419,259.535   455,413.068   MT  0.99962447   -0 20 05.4
 KN0421
 KN0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0421!SPC UT C     -   0.99964498  x   0.99989998  =   0.99954499
 KN0421!UTM  12      -   0.99964498  x   0.99962447  =   0.99926958
 KN0421
 KN0421:                Primary Azimuth Mark                     Grid Az
 KN0421:SPC UT C     -  LAKE                                     115 06 23.6
 KN0421:UTM  12      -  LAKE                                     115 25 38.8
 KN0421
 KN0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK5541319259(NAD 83)
 KN0421
 KN0421|---------------------------------------------------------------------|
 KN0421| PID    Reference Object                     Distance      Geod. Az  |
 KN0421|                                                           dddmmss.s |
 KN0421| KN0383 LAKE                                APPROX. 5.0 KM 1150533.4 |
 KN0421|---------------------------------------------------------------------|
 KN0421
 KN0421                          SUPERSEDED SURVEY CONTROL
 KN0421
 KN0421  NAD 83(1993)-  39 55 20.14170(N)    111 31 18.29507(W) AD(       ) 3
 KN0421  NAD 83(1986)-  39 55 20.13466(N)    111 31 18.29154(W) AD(       ) 3
 KN0421  NAD 27      -  39 55 20.28503(N)    111 31 15.59564(W) AD(       ) 3
 KN0421  NGVD 29 (07/19/86) 2279.3    (m)         7478.     (f) VERT ANG       
 KN0421
 KN0421.Superseded values are not recommended for survey control.
 KN0421
 KN0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0421.See file dsdata.pdf to determine how the superseded data were derived.
 KN0421
 KN0421
 KN0421  HISTORY     - Date     Condition        Report By
 KN0421  HISTORY     - 1964     MONUMENTED       USGS
 KN0421  HISTORY     - 1964     GOOD             USGS
 KN0421
 KN0421                          STATION DESCRIPTION
 KN0421
 KN0421'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 KN0421'LOCATED ABOUT 4.5 MI. S. AND 1 MI. W. OF THISTLE JUNCTION.
 KN0421'
 KN0421'TO REACH FROM THISTLE JUNCTION, DRIVE S. ON U.S. HIGHWAY 89 FOR 4.6
 KN0421'MI. TO T-RD. E., DRIVE LEFT E., 500 FT. TO RD. FORKS IN DRAIN, TAKE
 KN0421'LEFT FORK N. 500 FT. TO ANOTHER RD. FORKS, TAKE RIGHT FORK SE. AND
 KN0421'CONTINUE 1.4 MI. TO GATE AND CATTLEGUARD,  CONTINUE UP THE MOUNTAIN
 KN0421'SSE. FOR 1.3 MI. TO RD. FORKS, TAKE RIGHT FORK S. 0.6 MI. TO RD. FORKS
 KN0421'TAKE RIGHT FORK S. 0.1 MI. TO ABANDONED MARBLE QUARRY AND END OF RD.
 KN0421'HIKE E. TO TOP OF ROCKY PEAK AND STATION.
 KN0421'
 KN0421'STATION MARK - STANDARD TABLET STAMPED ---BIRDSEYE 1964--- CEMENTED IN
 KN0421'ROCK OUTCROP, STAMPED IN 1964.
 KN0421'
 KN0421'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 KN0421'---NO.1--- CEMENTED IN ROCK OUTCROP, 14.96 FT. FROM STATION MARK,
 KN0421'S 68 DEG 43 MIN 49 SEC W.
 KN0421'
 KN0421'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.2--
 KN0421'CEMENTED IN ROCK OUTCROP, 21.86 FT. FROM STATION MARK,
 KN0421'N 05 DEG 55 MIN 08 SEC W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0355 ***********************************************************************
 JN0355  DESIGNATION -  BITTER
 JN0355  PID         -  JN0355
 JN0355  STATE/COUNTY-  UT/GARFIELD
 JN0355  COUNTRY     -  US
 JN0355  USGS QUAD   -  BEAR CANYON (2017)
 JN0355
 JN0355                         *CURRENT SURVEY CONTROL
 JN0355  ______________________________________________________________________
 JN0355* NAD 83(1994) POSITION- 38 00 23.22798(N) 111 08 14.88520(W)   ADJUSTED
 JN0355* NAVD 88 ORTHO HEIGHT -  2329.9   (meters)     7644.    (feet) VERTCON3
 JN0355  ______________________________________________________________________
 JN0355  GEOID HEIGHT    -        -19.653 (meters)                     GEOID18
 JN0355  LAPLACE CORR    -         -8.63  (seconds)                    DEFLEC18
 JN0355  HORZ ORDER      -  SECOND
 JN0355
 JN0355.The horizontal coordinates were established by classical geodetic methods
 JN0355.and adjusted by the National Geodetic Survey in November 1997.
 JN0355
 JN0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0355
 JN0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0355.GEOID18 height accuracy estimate available here.
 JN0355
 JN0355.Click photographs - Photos may exist for this station.
 JN0355
 JN0355.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0355
 JN0355. The following values were computed from the NAD 83(1994) position.
 JN0355
 JN0355;                    North         East     Units Scale Factor Converg.
 JN0355;SPC UT S     - 3,148,757.057   531,837.887   MT  0.99995881   +0 13 19.6
 JN0355;SPC UT S     -10,330,547.11  1,744,871.47   sFT  0.99995881   +0 13 19.6
 JN0355;UTM  12      - 4,206,539.822   487,931.722   MT  0.99960179   -0 05 04.7
 JN0355
 JN0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0355!SPC UT S     -   0.99963763  x   0.99995881  =   0.99959645
 JN0355!UTM  12      -   0.99963763  x   0.99960179  =   0.99923956
 JN0355
 JN0355:                Primary Azimuth Mark                     Grid Az
 JN0355:SPC UT S     -  BITTER AZ MK                             190 05 30.5
 JN0355:UTM  12      -  BITTER AZ MK                             190 23 54.8
 JN0355
 JN0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH8793106539(NAD 83)
 JN0355
 JN0355|---------------------------------------------------------------------|
 JN0355| PID    Reference Object                     Distance      Geod. Az  |
 JN0355|                                                           dddmmss.s |
 JN0355| CM4294 BITTER RM 2                           4.200 METERS 07233     |
 JN0355| CM4292 BITTER AZ MK                                       1901850.1 |
 JN0355| CM4293 BITTER RM 1                           5.057 METERS 33434     |
 JN0355|---------------------------------------------------------------------|
 JN0355
 JN0355                          SUPERSEDED SURVEY CONTROL
 JN0355
 JN0355  NAD 83(1986)-  38 00 23.22389(N)    111 08 14.88347(W) AD(       ) 2
 JN0355  NAD 27      -  38 00 23.27825(N)    111 08 12.29732(W) AD(       ) 2
 JN0355  NGVD 29 (07/19/86) 2328.6    (m)         7640.     (f) VERT ANG       
 JN0355
 JN0355.Superseded values are not recommended for survey control.
 JN0355
 JN0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0355.See file dsdata.pdf to determine how the superseded data were derived.
 JN0355
 JN0355_MARKER: DD = SURVEY DISK
 JN0355_SETTING: 80 = SET IN A BOULDER
 JN0355
 JN0355  HISTORY     - Date     Condition        Report By
 JN0355  HISTORY     - 1963     MONUMENTED       CGS
 JN0355
 JN0355                          STATION DESCRIPTION
 JN0355
 JN0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JN0355'THE STATION IS ABOUT 30 MILES NORTHEAST OF ESCALANTE, 23 MILES
 JN0355'SOUTH-SOUTHWEST OF CAINSVILLE AND 3-1/2 MILES WEST OF DAVIS
 JN0355'CANYON, ON A WHITE SANDSTONE BUTTE WHICH IS THE ONLY WHITE-COLORED
 JN0355'ONE IN THE IMMEDIATE VICINITY.  ALL OTHERS ARE RED-COLORED.
 JN0355'
 JN0355'THE STATION WAS REACHED BY HELICOPTER FROM HOLE-IN-THE-ROCK
 JN0355'BY FLYING NORTHWESTERLY ON A TRUE COURSE OF 348 DEGREES FOR
 JN0355'A DISTANCE OF ABOUT 53 MILES TO THE WHITE SANDSTONE BUTTE AND
 JN0355'THE STATION.
 JN0355'
 JN0355'THE STATION IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED
 JN0355'BITTER 1952, SET FLUSH IN A DRILL HOLE IN A SMALL BOULDER WHICH
 JN0355'IS ON THE HIGHEST POINT OF THE BUTTE.  IT IS 10 FEET WEST OF A
 JN0355'CAIRN AND 6 FEET NORTHEAST OF A 6-INCH SCRUB-PINE TREE.
 JN0355'
 JN0355'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK,
 JN0355'STAMPED NO 1 1952, SET FLUSH IN A DRILL HOLE IN A SMALL BOULDER
 JN0355'WHICH PROJECTS ABOUT 2 INCHES.  IT IS 13 FEET SOUTHEAST OF THE
 JN0355'NORTHWEST EDGE OF THE BUTTE, 6 FEET SOUTH OF THE NORTH EDGE
 JN0355'OF THE BUTTE AND 5 FEET NORTH OF A 4-INCH SCRUB-PINE TREE.
 JN0355'
 JN0355'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 JN0355'DISK, STAMPED NO 2 1952, SET FLUSH IN A DRILL HOLE IN A SMALL
 JN0355'BOULDER WHICH PROJECTS ABOUT 1 INCH.  IT IS 12 FEET NORTH OF THE
 JN0355'CAIRN, 12 FEET WEST OF THE EAST EDGE OF THE BUTTE AND 5 FEET
 JN0355'SOUTH OF THE NORTH EDGE OF THE BUTTE.
 JN0355'
 JN0355'THE AZIMUTH MARK, STAMPED BITTER USGS 1963, IS A STANDARD DISK
 JN0355'SET FLUSH IN A DRILL HOLE ON THE SECOND LAYER OF ROCK OUTCROP.
 JN0355'IT IS 6 FEET WEST OF THE EAST EDGE OF THE OUTCROP AND 5 FEET
 JN0355'NORTH OF A CAIRN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0347 ***********************************************************************
 KM0347  DESIGNATION -  BITTER
 KM0347  PID         -  KM0347
 KM0347  STATE/COUNTY-  UT/GRAND
 KM0347  COUNTRY     -  US
 KM0347  USGS QUAD   -  BRYSON CANYON (2017)
 KM0347
 KM0347                         *CURRENT SURVEY CONTROL
 KM0347  ______________________________________________________________________
 KM0347* NAD 83(1994) POSITION- 39 15 56.78986(N) 109 12 22.46411(W)   ADJUSTED
 KM0347* NAVD 88 ORTHO HEIGHT -  1601.1   (meters)     5253.    (feet) VERTCON3
 KM0347  ______________________________________________________________________
 KM0347  GEOID HEIGHT    -        -17.805 (meters)                     GEOID18
 KM0347  LAPLACE CORR    -          1.11  (seconds)                    DEFLEC18
 KM0347  HORZ ORDER      -  SECOND
 KM0347
 KM0347.The horizontal coordinates were established by classical geodetic methods
 KM0347.and adjusted by the National Geodetic Survey in November 1997.
 KM0347
 KM0347.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0347
 KM0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0347.GEOID18 height accuracy estimate available here.
 KM0347
 KM0347.Click photographs - Photos may exist for this station.
 KM0347
 KM0347.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0347
 KM0347. The following values were computed from the NAD 83(1994) position.
 KM0347
 KM0347;                    North         East     Units Scale Factor Converg.
 KM0347;SPC UT C     - 2,106,057.270   697,922.659   MT  0.99994783   +1 28 09.6
 KM0347;SPC UT C     - 6,909,622.89  2,289,767.92   sFT  0.99994783   +1 28 09.6
 KM0347;UTM  12      - 4,347,804.009   654,747.148   MT  0.99989485   +1 08 07.9
 KM0347
 KM0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0347!SPC UT C     -   0.99975165  x   0.99994783  =   0.99969949
 KM0347!UTM  12      -   0.99975165  x   0.99989485  =   0.99964653
 KM0347
 KM0347:                Primary Azimuth Mark                     Grid Az
 KM0347:SPC UT C     -  BITTER AZ MK                             168 00 24.8
 KM0347:UTM  12      -  BITTER AZ MK                             168 20 26.5
 KM0347
 KM0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ5474747804(NAD 83)
 KM0347
 KM0347|---------------------------------------------------------------------|
 KM0347| PID    Reference Object                     Distance      Geod. Az  |
 KM0347|                                                           dddmmss.s |
 KM0347| CM6064 BITTER RM 1                          10.798 METERS 02946     |
 KM0347| CM6065 BITTER RM 2                          11.450 METERS 11552     |
 KM0347| CM6063 BITTER AZ MK                                       1692834.4 |
 KM0347|---------------------------------------------------------------------|
 KM0347
 KM0347                          SUPERSEDED SURVEY CONTROL
 KM0347
 KM0347  NAD 83(1992)-  39 15 56.77917(N)    109 12 22.46438(W) AD(       ) 2
 KM0347  NAD 83(1986)-  39 15 56.77577(N)    109 12 22.46372(W) AD(       ) 2
 KM0347  NAD 27      -  39 15 56.85300(N)    109 12 20.03500(W) AD(       ) 2
 KM0347  NGVD 29 (07/19/86) 1600.0    (m)         5249.     (f) VERT ANG       
 KM0347
 KM0347.Superseded values are not recommended for survey control.
 KM0347
 KM0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0347.See file dsdata.pdf to determine how the superseded data were derived.
 KM0347
 KM0347_MARKER: DS = TRIANGULATION STATION DISK
 KM0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0347+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2003
 KM0347
 KM0347  HISTORY     - Date     Condition        Report By
 KM0347  HISTORY     - 1937     MONUMENTED       CGS
 KM0347  HISTORY     - 20030912 GOOD             INDIV
 KM0347
 KM0347                          STATION DESCRIPTION
 KM0347
 KM0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KM0347'STATION IS LOCATED 22.0 MILES AIRLINE N BY E OF CISCO, UTAH,
 KM0347'AND IS 9.5 MILES W OF THE COLORADO-UTAH STATE LINE, AT THE
 KM0347'HIGHEST POINT OF A BARE ROUNDTOP HILL, WHICH IS THE HEAD OF A
 KM0347'LOW RIDGE SLOPING TO THE S.  THE RIDGE IS COVERED WITH SCATTERED
 KM0347'SCRUB CEDARS EXCEPT AT THE STATION SITE.
 KM0347'
 KM0347'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KM0347'DISKS SET IN CONCRETE.
 KM0347'
 KM0347'TO REACH FROM CISCO, GO EASTWARD FROM THE RAILROAD STATION ON
 KM0347'U.S. HIGHWAY 50 FOR 20.5 MILES TO A DIRT T-ROAD LEFT.  (NW).  THIS
 KM0347'ROAD IS 3.4 MILES W OF THE COLORADO-UTAH STATE LINE.  GO ON
 KM0347'THIS ROAD FOR 0.2 MILE TO WHERE IT CROSSES AN OLD ABANDONED
 KM0347'HIGHWAY.  CONTINUE STRAIGHT AHEAD UP A HILL ON THE DIRT ROAD FOR
 KM0347'5.3 MILES TO A T-INTERSECTION.  TURN RIGHT AND GO NORTHWARD
 KM0347'FOR 2.1 MILES TO WHERE THE ROAD BENDS RIGHT AND CROSSES A WASH,
 KM0347'LEAVE ROAD BEFORE CROSSING WASH AND GO 0.1 MILE N
 KM0347'CROSS-COUNTRY AND THEN W 0.1 MILE UP A RIDGE TO A SADDLE, THEN
 KM0347'LEFT (S) TO TOP OF THE RIDGE AND STATION SITE, (0.1 MILE).
 KM0347'THE AZIMUTH MARK IS ON THE S END OF THE SAME RIDGE AT A
 KM0347'LOWER ELEVATION.
 KM0347
 KM0347                          STATION RECOVERY (2003)
 KM0347
 KM0347'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HDM)
 KM0347'STATION MARK, BOTH REFERENCE MARKS, AND AZIMUTH MARK FOUND IN GOOD
 KM0347'CONDITION.
 KM0347'TO REACH FROM EXIT 220 ON I-70 GO EAST ON THE FRONTAGE ROAD ON THE
 KM0347'NORTH SIDE OF THE FREEWAY 1.4 MILE TO A ROAD FORK.  TAKE THE LEFT FORK
 KM0347'NORTH 3.5 MILE TO A ROAD FORK.  TAKE RIGHT FORK UP DRAW AND CONTINUING
 KM0347'NORTH 4.7 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO NORTHEAST 0.4
 KM0347'MILE TO A PAVED ROAD RIGHT.  CONTINUE STRAIGHT AHEAD NORTH 2 MILE.
 KM0347'WALK LEFT (WEST) ABOUT 500 FEET TO TOP OF RIDGE.  STATION IS ON HIGH
 KM0347'POINT AT NORTHWEST END OF RIDGE.  AZIMUTH MARK IS ABOUT 0.2 MILE SOUTH
 KM0347'ON A LOCAL HIGH POINT OF THE SAME RIDGE NEAR THE WEST SIDE OF THE
 KM0347'RIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0529 ***********************************************************************
 HO0529  DESIGNATION -  BLACK
 HO0529  PID         -  HO0529
 HO0529  STATE/COUNTY-  UT/GARFIELD
 HO0529  COUNTRY     -  US
 HO0529  USGS QUAD   -  TROPIC RESERVOIR (2017)
 HO0529
 HO0529                         *CURRENT SURVEY CONTROL
 HO0529  ______________________________________________________________________
 HO0529* NAD 83(1994) POSITION- 37 33 46.57881(N) 112 21 01.49362(W)   ADJUSTED
 HO0529* NAVD 88 ORTHO HEIGHT -  2915.0   (meters)     9564.    (feet) VERTCON3
 HO0529  ______________________________________________________________________
 HO0529  GEOID HEIGHT    -        -20.388 (meters)                     GEOID18
 HO0529  LAPLACE CORR    -          5.17  (seconds)                    DEFLEC18
 HO0529  HORZ ORDER      -  SECOND
 HO0529
 HO0529.The horizontal coordinates were established by classical geodetic methods
 HO0529.and adjusted by the National Geodetic Survey in November 1997.
 HO0529
 HO0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0529
 HO0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0529.GEOID18 height accuracy estimate available here.
 HO0529
 HO0529.Click photographs - Photos may exist for this station.
 HO0529
 HO0529.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0529
 HO0529. The following values were computed from the NAD 83(1994) position.
 HO0529
 HO0529;                    North         East     Units Scale Factor Converg.
 HO0529;SPC UT S     - 3,099,812.587   424,868.986   MT  0.99995871   -0 31 15.7
 HO0529;SPC UT S     -10,169,968.46  1,393,924.33   sFT  0.99995871   -0 31 15.7
 HO0529;UTM  12      - 4,158,180.878   380,734.123   MT  0.99977521   -0 49 24.1
 HO0529
 HO0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0529!SPC UT S     -   0.99954597  x   0.99995871  =   0.99950470
 HO0529!UTM  12      -   0.99954597  x   0.99977521  =   0.99932129
 HO0529
 HO0529:                Primary Azimuth Mark                     Grid Az
 HO0529:SPC UT S     -  WILSON                                   012 46 36.0
 HO0529:UTM  12      -  WILSON                                   013 04 44.4
 HO0529
 HO0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG8073458180(NAD 83)
 HO0529
 HO0529|---------------------------------------------------------------------|
 HO0529| PID    Reference Object                     Distance      Geod. Az  |
 HO0529|                                                           dddmmss.s |
 HO0529| HO0526 WILSON                              APPROX.13.6 KM 0121520.3 |
 HO0529| CH2747 BLACK RM 1                            8.835 METERS 28442     |
 HO0529|---------------------------------------------------------------------|
 HO0529
 HO0529                          SUPERSEDED SURVEY CONTROL
 HO0529
 HO0529  NAD 83(1986)-  37 33 46.57663(N)    112 21 01.49468(W) AD(       ) 2
 HO0529  NAD 27      -  37 33 46.63991(N)    112 20 58.76865(W) AD(       ) 2
 HO0529  NGVD 29 (07/19/86) 2913.5    (m)         9559.     (f) VERT ANG       
 HO0529
 HO0529.Superseded values are not recommended for survey control.
 HO0529
 HO0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0529.See file dsdata.pdf to determine how the superseded data were derived.
 HO0529
 HO0529_MARKER: DD = SURVEY DISK
 HO0529_SETTING: 66 = SET IN ROCK OUTCROP
 HO0529_STAMPING: BLACK 1964
 HO0529_MARK LOGO: USGS
 HO0529_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0529+STABILITY: POSITION/ELEVATION WELL
 HO0529
 HO0529  HISTORY     - Date     Condition        Report By
 HO0529  HISTORY     - 1964     MONUMENTED       USGS
 HO0529  HISTORY     - 1971     GOOD             USGS
 HO0529
 HO0529                          STATION DESCRIPTION
 HO0529
 HO0529'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 HO0529'LOCATED ABOUT 14 MI. (AIRLINE) SW. OF THE BRYCE CANYON AIRPORT, ABOUT
 HO0529'11 MI. NE. OF LONG VALLEY JUNCTION, ABOUT 8 MI. SE. OF HATCH, ON TOP
 HO0529'OF BLACK BUTTE.  REACHED BY HELICOPTER.
 HO0529'
 HO0529'TO REACH FROM THE JUNCTION OF HIGHWAYS 12 AND 22, GO W. ON HIGHWAY 12
 HO0529'FOR 3.0 MI. TO A RD. LEFT AND U.S. FOREST SERVICE SIGN ---EAST FORK
 HO0529'SEVIER RIVER ROAD---, GO LEFT ON RIVER RD., PAST TROPIC LAKE FOR 12.0
 HO0529'MI. TO A T-RD. RIGHT AND U.S. FOREST SERVICE SIGN ---BLUBBER CR.---,
 HO0529'TAKE RD. UP BLUBBER CR. FOR 1.9 MI. TO A Y-RD., TAKE RIGHT FORK AND
 HO0529'FOLLOW THE MAIN TRAVELED RD. FOR 2.5 MI. TO Y-RD., TAKE THE LEFT FORK
 HO0529'AND FOLLOW THE MAIN LOGGING RD. FOR 1.3 MI. TO A SPOT WHERE THE TIMBER
 HO0529'HAS BEEN CLEAR CUT AND A DIM LOGGING RD. RIGHT, TAKE THE DIM LOGGING
 HO0529'RD. FOR 0.9 MI. THROUGH THE CLEAR CUT AREA INTO A SECOND CLEAR CUT
 HO0529'AREA, GO TO END OF CLEAR CUT AREA AND END OF TRUCK TRAVEL, PACK NNE.
 HO0529'ALONG RIDGE TO TOP AND STATION MARK.  ABOUT A 5 MINUTE PACK.
 HO0529'
 HO0529'STATION MARK--STANDARD USGS TABLET, STAMPED ---BLACK 1964---, CEMENTED
 HO0529'IN A ROCK OUTCROP.
 HO0529'
 HO0529'REFERENCE MARKS--NONE.
 HO0529
 HO0529                          STATION RECOVERY (1971)
 HO0529
 HO0529'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HO0529'LOCATED ABOUT 14 MI (AIRLINE) SW. OF THE BRYCE CANYON
 HO0529'AIRPORT.  ABOUT 11 MI NE. OF LONG VALLEY JCT.  ABOUT 8 MI SE. OF
 HO0529'HATCH.  ON TOP OF BLACK BUTTE.
 HO0529'
 HO0529'REACHED BY HELICOPTER.
 HO0529'
 HO0529'TO REACH FROM THE JCT. OF HIGHWAYS 12 AND 22 GO W. ON HIGHWAY 12
 HO0529'FOR 3.0 MI TO A RD. LEFT AND U.S. FOREST SERVICE SIGN EAST FORK
 HO0529'SEVIER RIVER ROAD.  GO LEFT ON RIVER RD., PAST TROPIC LAKE FOR
 HO0529'12.0 MI TO A T-RD. RIGHT AND U.S. FOREST SERVICE SIGN BLUBBER
 HO0529'CR.  TAKE RD. UP BLUBBER CR. FOR 1.9 MI TO A Y-RD.  TAKE RIGHT
 HO0529'FORK AND FOLLOW THE MAIN-TRAVELED RD. FOR 2.5 MI TO Y-RD.  TAKE
 HO0529'THE LEFT FORK AND FOLLOW THE MAIN LOGGING RD. FOR 1.3 MI TO A
 HO0529'SPOT WHERE THE TIMBER HAS BEEN CLEAR CUT AND A DIM LOGGING
 HO0529'RD. RIGHT.  TAKE THE DIM LOGGING RD. FOR 0.9 MI THROUGH THE
 HO0529'CLEAR CUT AREA INTO A SECOND CLEAR CUT AREA.  GO TO END OF CLEAR
 HO0529'CUT AREA AND END OF TRUCK TRAVEL.  PACK NNE. ALONG RIDGE TO
 HO0529'TOP AND STATION MARK.  ABOUT A 5-MINUTE PACK.
 HO0529'
 HO0529'STATION MARK--A STANDARD USGS TABLET STAMPED BLACK 1964 CEMENTED
 HO0529'IN A ROCK OUTCROP.
 HO0529'
 HO0529'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE TABLET STAMPED
 HO0529'RM 1 1964 CEMENTED IN A ROCK OUTCROP.
 HO0529'
 HO0529'NOTE--A SECOND REFERENCE MARK WAS NOT SET DUE TO THE LACK OF A
 HO0529'SUITABLE LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0397 ***********************************************************************
 KO0397  DESIGNATION -  BLACK
 KO0397  PID         -  KO0397
 KO0397  STATE/COUNTY-  UT/JUAB
 KO0397  COUNTRY     -  US
 KO0397  USGS QUAD   -  TANNER CREEK NARROWS (2017)
 KO0397
 KO0397                         *CURRENT SURVEY CONTROL
 KO0397  ______________________________________________________________________
 KO0397* NAD 83(1994) POSITION- 39 41 37.03618(N) 112 18 07.59349(W)   ADJUSTED
 KO0397* NAVD 88 ORTHO HEIGHT -  1777.6   (meters)     5832.    (feet) VERTCON3
 KO0397  ______________________________________________________________________
 KO0397  GEOID HEIGHT    -        -18.182 (meters)                     GEOID18
 KO0397  LAPLACE CORR    -          3.07  (seconds)                    DEFLEC18
 KO0397  HORZ ORDER      -  THIRD
 KO0397
 KO0397.The horizontal coordinates were established by classical geodetic methods
 KO0397.and adjusted by the National Geodetic Survey in November 1997.
 KO0397
 KO0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0397
 KO0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0397.GEOID18 height accuracy estimate available here.
 KO0397
 KO0397.Click photographs - Photos may exist for this station.
 KO0397
 KO0397.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0397
 KO0397. The following values were computed from the NAD 83(1994) position.
 KO0397
 KO0397;                    North         East     Units Scale Factor Converg.
 KO0397;SPC UT C     - 2,151,325.443   431,207.330   MT  0.99990185   -0 30 49.7
 KO0397;SPC UT C     - 7,058,140.22  1,414,719.38   sFT  0.99990185   -0 30 49.7
 KO0397;UTM  12      - 4,394,563.389   388,355.400   MT  0.99975346   -0 49 54.2
 KO0397
 KO0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0397!SPC UT C     -   0.99972406  x   0.99990185  =   0.99962594
 KO0397!UTM  12      -   0.99972406  x   0.99975346  =   0.99947759
 KO0397
 KO0397:                Primary Azimuth Mark                     Grid Az
 KO0397:SPC UT C     -  DYER                                     124 07 42.3
 KO0397:UTM  12      -  DYER                                     124 26 46.8
 KO0397
 KO0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ8835594563(NAD 83)
 KO0397
 KO0397|---------------------------------------------------------------------|
 KO0397| PID    Reference Object                     Distance      Geod. Az  |
 KO0397|                                                           dddmmss.s |
 KO0397| KO0396 DYER                                APPROX. 4.2 KM 1233652.6 |
 KO0397|---------------------------------------------------------------------|
 KO0397
 KO0397                          SUPERSEDED SURVEY CONTROL
 KO0397
 KO0397  NAD 83(1993)-  39 41 37.02810(N)    112 18 07.58816(W) AD(       ) 3
 KO0397  NAD 83(1986)-  39 41 37.02538(N)    112 18 07.58369(W) AD(       ) 3
 KO0397  NAD 27      -  39 41 37.21482(N)    112 18 04.77903(W) AD(       ) 3
 KO0397  NGVD 29 (07/19/86) 1776.4    (m)         5828.     (f) VERT ANG       
 KO0397
 KO0397.Superseded values are not recommended for survey control.
 KO0397
 KO0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0397.See file dsdata.pdf to determine how the superseded data were derived.
 KO0397
 KO0397_MARKER: DD = SURVEY DISK
 KO0397_SETTING: 66 = SET IN ROCK OUTCROP
 KO0397_STAMPING: BLACK 1961
 KO0397_MARK LOGO: USGS
 KO0397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0397+STABILITY: POSITION/ELEVATION WELL
 KO0397
 KO0397  HISTORY     - Date     Condition        Report By
 KO0397  HISTORY     - 1961     MONUMENTED       USGS
 KO0397
 KO0397                          STATION DESCRIPTION
 KO0397
 KO0397'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 KO0397'LOCATED ABOUT 12.5 MI. N-NE. OF LYNNDYL, 6.5 MI. SW. OF JERICHO, AND
 KO0397'2.5 MI. W. OF U.S. HIGHWAY 6, ON THE HIGHEST POINT OF A TOP ON THE
 KO0397'NE. END OF THE HIGHEST RIDGE IN WHAT IS KNOWN LOCALLY AS THE BLACK
 KO0397'HILLS.
 KO0397'
 KO0397'TO REACH FROM JUNCTION OF HIGHWAY 6 AND STATE HIGHWAY 148, GO W.
 KO0397'CROSSING RAILROAD FOR 2.4 MI. TO INTERSECTION OF RD. FROM RIGHT,
 KO0397'KEEP LEFT 0.75 MI. TO TRACK RD. ON LEFT, TURN LEFT 0.25 MI. TO FORKS,
 KO0397'TAKE RIGHT FORK 0.35 MI. TO FORKS, TAKE LEFT FORK 1.05 MI. TO FORKS,
 KO0397'TAKE RIGHT FORK 1.4 MI. TO POINT AT BASE OF HILL, TURN LEFT (S.)
 KO0397'UP SLOPE 0.5 MI. TO ROCK LEDGE AND END OF TRUCK TRAVEL.  (FOUR-WHEEL
 KO0397'DRIVE FOR LAST DISTANCE.)  HIKE TO TOP AND STATION (5 MI. PACK).
 KO0397'
 KO0397'STATION MARK--STANDARD USGS TABLET, STAMPED ---BLACK 1961---, CEMENTED
 KO0397'IN DRILL HOLE IN TOP OF ROCK OUTCROP ON HIGHEST POINT OF HILL.
 KO0397'
 KO0397'REFERENCE MARK NO. 1--STANDARD USGS RM TABLET, STAMPED ---NO 1
 KO0397'1961---, CEMENTED IN DRILL HOLE IN TOP OF ROCK OUTCROP, 15.47 FT.
 KO0397'FROM STATION, N 88 DEG 21 MIN W.
 KO0397'
 KO0397'REFERENCE MARK NO. 2--STANDARD USGS RM TABLET, STAMPED ---NO 2
 KO0397'1961---, CEMENTED IN DRILL HOLE IN TOP OF ROCK OUTCROP, 18.40 FT.
 KO0397'FROM STATION, N 08 DEG 37 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0434 ***********************************************************************
 KO0434  DESIGNATION -  BLACK
 KO0434  PID         -  KO0434
 KO0434  STATE/COUNTY-  UT/MILLARD
 KO0434  COUNTRY     -  US
 KO0434  USGS QUAD   -  RED PASS (2017)
 KO0434
 KO0434                         *CURRENT SURVEY CONTROL
 KO0434  ______________________________________________________________________
 KO0434* NAD 83(1994) POSITION- 39 02 51.19888(N) 112 54 56.89211(W)   ADJUSTED
 KO0434* NAVD 88 ORTHO HEIGHT -  1926.4   (meters)     6320.    (feet) VERTCON3
 KO0434  ______________________________________________________________________
 KO0434  GEOID HEIGHT    -        -19.948 (meters)                     GEOID18
 KO0434  LAPLACE CORR    -          2.31  (seconds)                    DEFLEC18
 KO0434  HORZ ORDER      -  FIRST
 KO0434
 KO0434.The horizontal coordinates were established by classical geodetic methods
 KO0434.and adjusted by the National Geodetic Survey in November 1997.
 KO0434
 KO0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0434
 KO0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0434.GEOID18 height accuracy estimate available here.
 KO0434
 KO0434.Click photographs - Photos may exist for this station.
 KO0434
 KO0434.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0434
 KO0434. The following values were computed from the NAD 83(1994) position.
 KO0434
 KO0434;                    North         East     Units Scale Factor Converg.
 KO0434;SPC UT C     - 2,080,263.630   377,442.222   MT  0.99999252   -0 54 25.0
 KO0434;SPC UT C     - 6,824,998.26  1,238,325.02   sFT  0.99999252   -0 54 25.0
 KO0434;UTM  12      - 4,323,800.320   334,211.888   MT  0.99993845   -1 12 25.8
 KO0434
 KO0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0434!SPC UT C     -   0.99970098  x   0.99999252  =   0.99969351
 KO0434!UTM  12      -   0.99970098  x   0.99993845  =   0.99963945
 KO0434
 KO0434:                Primary Azimuth Mark                     Grid Az
 KO0434:SPC UT C     -  BLACK AZ MK                              123 56 40.7
 KO0434:UTM  12      -  BLACK AZ MK                              124 14 41.5
 KO0434
 KO0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ3421123800(NAD 83)
 KO0434
 KO0434|---------------------------------------------------------------------|
 KO0434| PID    Reference Object                     Distance      Geod. Az  |
 KO0434|                                                           dddmmss.s |
 KO0434| KO0435 BLACK ROCK CAIRN                    APPROX. 0.5 KM 0031412.1 |
 KO0434| CM4295 BLACK AZ MK                                        1230215.7 |
 KO0434| CM4296 BLACK RM 1                            6.900 METERS 13540     |
 KO0434| CM4297 BLACK RM 2                            7.570 METERS 23350     |
 KO0434|---------------------------------------------------------------------|
 KO0434
 KO0434                          SUPERSEDED SURVEY CONTROL
 KO0434
 KO0434  NAD 83(1986)-  39 02 51.19286(N)    112 54 56.88612(W) AD(       ) 1
 KO0434  NAD 27      -  39 02 51.34200(N)    112 54 54.05260(W) AD(       ) 1
 KO0434  NGVD 29 (07/19/86) 1925.2    (m)         6316.     (f) VERT ANG       
 KO0434
 KO0434.Superseded values are not recommended for survey control.
 KO0434
 KO0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0434.See file dsdata.pdf to determine how the superseded data were derived.
 KO0434
 KO0434_MARKER: DS = TRIANGULATION STATION DISK
 KO0434_SETTING: 80 = SET IN A BOULDER
 KO0434_STAMPING: BLACK 1957
 KO0434_MARK LOGO: CGS
 KO0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0434+STABILITY: SURFACE MOTION
 KO0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0434+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2018
 KO0434
 KO0434  HISTORY     - Date     Condition        Report By
 KO0434  HISTORY     - 1957     MONUMENTED       CGS
 KO0434  HISTORY     - 20181002 GOOD             INDIV
 KO0434
 KO0434                          STATION DESCRIPTION
 KO0434
 KO0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0434'THE STATION IS LOCATED AIRLINE, ABOUT 32 MILES WEST-NORTHWEST
 KO0434'OF FILLMORE AND ABOUT 26 MILES SOUTHWEST OF DESERET ON A HIGH,
 KO0434'ROCKY PEAK ON THE NORTH END OF THE CRICKET MOUNTAIN RANGE.
 KO0434'
 KO0434'THE STATION IS A STANDARD DISK STAMPED BLACK 1957 SET IN A
 KO0434'DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT 4 INCHES
 KO0434'ABOVE THE GROUND.  IT IS 9 FEET NORTHEAST OF THE CENTER OF
 KO0434'A SMALL CAIRN.
 KO0434'
 KO0434'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BLACK
 KO0434'NO 1 1957 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 KO0434'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT 3 FEET
 KO0434'LOWER THAN THE STATION.
 KO0434'
 KO0434'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BLACK
 KO0434'NO 2 1957 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS
 KO0434'ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT 18 INCHES LOWER
 KO0434'THAN THE STATION.
 KO0434'
 KO0434'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLACK 1957 SET
 KO0434'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2
 KO0434'FEET ABOVE THE GROUND ON THE WEST SIDE AND IS FLUSH WITH THE
 KO0434'GROUND ON THE EAST SIDE.  IT IS ABOUT 100 YARDS EAST OF THE
 KO0434'CENTER LINE OF A TRACK ROAD ON A SMALL ROCKY RIDGE, 18 INCHES
 KO0434'EAST OF THE WEST EDGE OF THE ROCKY RIDGE AND 2 FEET SOUTH
 KO0434'OF THE CENTER OF A SMALL CAIRN.
 KO0434'
 KO0434'TO REACH THE STATION FROM THE POST OFFICE IN DESERET, GO WEST
 KO0434'FOR 0.1 MILE TO THE MAIN INTERSECTION OF THE TOWN.  TURN LEFT
 KO0434'AND GO SOUTH ON THE PAVED ROAD WHICH LATER TURNS TO A GRAVELED
 KO0434'ROAD, FOR 1.9 MILES.  TAKE THE LEFT FORK AND CONTINUE SOUTH ON
 KO0434'THE GRAVELED ROAD FOR 20.1 MILES TO SOME RAILROAD BUILDINGS
 KO0434'ON THE LEFT, NAMED BORDEN, AND A SIDE ROAD, RIGHT.  TURN RIGHT
 KO0434'OFF THE MAIN ROAD AND GO WESTERLY ON A TRACK ROAD FOR 0.7
 KO0434'MILE.  KEEP STRAIGHT AHEAD ON THE RIGHT FORK, WESTERLY FOR
 KO0434'2.7 MILES.  KEEP STRAIGHT AHEAD ON THE RIGHT FORK,
 KO0434'NORTHWESTERLY FOR 1.4 MILES.  KEEP STRAIGHT AHEAD ON THE RIGHT
 KO0434'FORK, NORTHWESTERLY FOR 0.7 MILE.  TAKE THE RIGHT
 KO0434'FORK AND GO NORTH, PASSING TO THE RIGHT, EAST SIDE OF A RED
 KO0434'STOCK CORRAL FOR 0.6 MILE.  TAKE THE RIGHT FORK,
 KO0434'STRAIGHT AHEAD, NORTHERLY FOR 0.3 MILE.  TAKE THE LEFT
 KO0434'FORK AND GO NORTH FOR 1.8 MILES TO A CAIRN ON A ROCKY
 KO0434'RIDGE, ON THE RIGHT, EAST SIDE AND THE AZIMUTH MARK.  TURN
 KO0434'LEFT OFF THE TRACK ROAD AND GO CROSS COUNTRY, THROUGH
 KO0434'SAGEBRUSH, NORTHWESTERLY FOR 0.9 MILE TO THE BASE OF THE
 KO0434'PEAK AND THE END OF TRUCK TRAVEL.  PACK NORTHWESTERLY AND
 KO0434'NORTHERLY UP THE RAVINE TO THE TOP OF THE PEAK, A SMALL
 KO0434'CAIRN AND THE STATION.  PACKING TIME IS ABOUT 40 MINUTES FOR
 KO0434'AN OBSERVING PARTY.  A TWO-WHEEL DRIVE VEHICLE CAN BE DRIVEN
 KO0434'TO THE END OF TRUCK TRAVEL.
 KO0434'
 KO0434'HEIGHT OF LIGHT ABOVE STATION MARK 1.64 METERS.
 KO0434
 KO0434                          STATION RECOVERY (2018)
 KO0434
 KO0434'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (TWG)
 KO0434'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0512 ***********************************************************************
 LP0512  DESIGNATION -  BLACK
 LP0512  PID         -  LP0512
 LP0512  STATE/COUNTY-  UT/TOOELE
 LP0512  COUNTRY     -  US
 LP0512  USGS QUAD   -  ARAGONITE NW (2017)
 LP0512
 LP0512                         *CURRENT SURVEY CONTROL
 LP0512  ______________________________________________________________________
 LP0512* NAD 83(1994) POSITION- 40 44 34.45599(N) 113 08 37.28101(W)   ADJUSTED
 LP0512* NAVD 88 ORTHO HEIGHT -  1394.6   (meters)     4575.    (feet) VERTCON3
 LP0512  ______________________________________________________________________
 LP0512  GEOID HEIGHT    -        -17.772 (meters)                     GEOID18
 LP0512  LAPLACE CORR    -          0.76  (seconds)                    DEFLEC18
 LP0512  HORZ ORDER      -  FIRST
 LP0512
 LP0512.The horizontal coordinates were established by classical geodetic methods
 LP0512.and adjusted by the National Geodetic Survey in November 1997.
 LP0512
 LP0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0512
 LP0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0512.GEOID18 height accuracy estimate available here.
 LP0512
 LP0512.Click photographs - Photos may exist for this station.
 LP0512
 LP0512.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0512
 LP0512. The following values were computed from the NAD 83(1994) position.
 LP0512
 LP0512;                    North         East     Units Scale Factor Converg.
 LP0512;SPC UT C     - 2,268,796.222   361,176.365   MT  1.00002444   -1 03 10.5
 LP0512;SPC UT C     - 7,443,542.27  1,184,959.46   sFT  1.00002444   -1 03 10.5
 LP0512;UTM  12      - 4,512,428.053   319,007.401   MT  1.00000322   -1 23 58.2
 LP0512
 LP0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0512!SPC UT C     -   0.99978407  x   1.00002444  =   0.99980851
 LP0512!UTM  12      -   0.99978407  x   1.00000322  =   0.99978729
 LP0512
 LP0512:                Primary Azimuth Mark                     Grid Az
 LP0512:SPC UT C     -  BLACK RM 3 AZIMUTH                       116 23 41.7
 LP0512:UTM  12      -  BLACK RM 3 AZIMUTH                       116 44 29.4
 LP0512
 LP0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL1900712428(NAD 83)
 LP0512
 LP0512|---------------------------------------------------------------------|
 LP0512| PID    Reference Object                     Distance      Geod. Az  |
 LP0512|                                                           dddmmss.s |
 LP0512| LP0498 CEDAR MTN ATT MICROWAVE             APPROX.22.4 KM 0733743.7 |
 LP0512| CM4300 BLACK RM 3 AZIMUTH                                 1152031.2 |
 LP0512| CM4299 BLACK RM 2                            6.049 METERS 26339     |
 LP0512| CM4298 BLACK RM 1                            6.928 METERS 35757     |
 LP0512|---------------------------------------------------------------------|
 LP0512
 LP0512                          SUPERSEDED SURVEY CONTROL
 LP0512
 LP0512  NAD 83(1986)-  40 44 34.44581(N)    113 08 37.27220(W) AD(       ) 1
 LP0512  NAD 27      -  40 44 34.67913(N)    113 08 34.33951(W) AD(       ) 1
 LP0512  NGVD 29 (07/19/86) 1393.6    (m)         4572.     (f) VERT ANG       
 LP0512
 LP0512.Superseded values are not recommended for survey control.
 LP0512
 LP0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0512.See file dsdata.pdf to determine how the superseded data were derived.
 LP0512
 LP0512_MARKER: DH = HORIZONTAL CONTROL DISK
 LP0512_SETTING: 66 = SET IN ROCK OUTCROP
 LP0512_STAMPING: BLACK 1974
 LP0512_MARK LOGO: NGS
 LP0512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0512+STABILITY: POSITION/ELEVATION WELL
 LP0512
 LP0512  HISTORY     - Date     Condition        Report By
 LP0512  HISTORY     - 1974     MONUMENTED       NGS
 LP0512
 LP0512                          STATION DESCRIPTION
 LP0512
 LP0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LP0512'THE STATION IS LOCATED ABOUT 17 MILES WEST OF DELLE, 8 MILES
 LP0512'EAST-NORTHEAST OF KNOLLS, 1 MILE NORTH OF INTERSTATE HIGHWAY 80
 LP0512'AND ON THE SOUTH END OF A ROCKY NORTH-SOUTH RIDGE THAT IS MUCH
 LP0512'HIGHER TO THE NORTH.  THE PROPERTY IS CONTROLLED BY THE U.S.
 LP0512'BUREAU OF LAND MANAGEMENT.
 LP0512'
 LP0512'TO REACH THE STATION FROM THE NORTH END OF THE OVERPASS ON
 LP0512'INTERSTATE HIGHWAY 80 AT THE ARAGONITE EXIT, ABOUT 62 MILES WEST
 LP0512'OF SALT LAKE CITY GO WEST ON THE NORTH FRONTAGE ROAD FOR 7.2
 LP0512'MILES TO AN OVERPASS ON THE LEFT OVER INTERSTATE HIGHWAY 80.  (TO
 LP0512'REACH REFERENCE MARK 3, AZIMUTH MARK, TURN LEFT AND GO SOUTH ON
 LP0512'THE SURFACED ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT IN THE
 LP0512'GUARD RAIL AT THE NORTHWEST END OF THE OVERPASS.) CONTINUE
 LP0512'WEST ON THE GRAVELED FRONTAGE ROAD FOR 1.5 MILES TO A SIDE ROAD
 LP0512'RIGHT.  TURN RIGHT AND GO NORTHEASTERLY ON THE GRAVELED
 LP0512'ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 LP0512'NORTHERLY ON THE DIM TRACK ROAD, PICKING THE WAY AROUND THE
 LP0512'WEST AND NORTHWEST SIDE OF A LARGE GRAVEL PIT FOR 1.0 MILES
 LP0512'TO A DIM TRACK ROAD LEFT.  TURN LEFT AND GO WESTERLY ACROSS
 LP0512'COUNTRY FOR 0.05 MILE TO THE SOUTH END OF THE RIDGE AND THE END
 LP0512'OF TRUCK TRAVEL.  HERE PACK WEST UP THE HILL TO THE TOP OF
 LP0512'THE RIDGE AND THE STATION.  ABOUT A 5 MINUTE PACK.
 LP0512'
 LP0512'THE STATION MARK IS A STANDARD DISK STAMPED BLACK 1974, CEMENTED
 LP0512'IN A DRILL HOLE IN A 3X4 FOOT OUTCROP OF BEDROCK.
 LP0512'
 LP0512'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BLACK NO 1 1974,
 LP0512'CEMENTED IN A DRILL HOLE IN A 4X5 FOOT OUTCROP OF BEDROCK THAT
 LP0512'PROJECTS 3 FEET ABOVE THE GROUND SURFACE.  IT IS ABOUT 4 FEET
 LP0512'HIGHER THAN THE STATION.
 LP0512'
 LP0512'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BLACK NO 2 1974,
 LP0512'CEMENTED IN A DRILL HOLE IN A 3X4 FOOT OUTCROP OF BEDROCK THAT
 LP0512'IS FLUSH WITH THE GROUND ON THE NORTH SIDE AND PROJECTS 12 INCHES
 LP0512'ON THE SOUTH SIDE.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 LP0512'
 LP0512'REFERENCE MARK 3, USED AS AN AZIMUTH MARK, IS A STANDARD DISK
 LP0512'STAMPED BLACK NO 3 1974 AZ, CEMENTED IN A DRILL HOLE IN THE NORTH
 LP0512'END OF THE WEST GUARD RAIL OF THE OVERPASS.  IT IS 16 FEET EAST
 LP0512'OF THE CENTER OF THE OVERPASS AND 8 FEET SOUTH OF THE NORTH END
 LP0512'OF THE WEST GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0512 ***********************************************************************
 JM0512  DESIGNATION -  BLACK
 JM0512  PID         -  JM0512
 JM0512  STATE/COUNTY-  UT/SAN JUAN
 JM0512  COUNTRY     -  US
 JM0512  USGS QUAD   -  KANE SPRINGS (2017)
 JM0512
 JM0512                         *CURRENT SURVEY CONTROL
 JM0512  ______________________________________________________________________
 JM0512* NAD 83(1994) POSITION- 38 23 17.94331(N) 109 26 05.21841(W)   ADJUSTED
 JM0512* NAVD 88 ORTHO HEIGHT -  1948.7   (meters)     6393.    (feet) VERTCON3
 JM0512  ______________________________________________________________________
 JM0512  GEOID HEIGHT    -        -19.210 (meters)                     GEOID18
 JM0512  LAPLACE CORR    -         13.91  (seconds)                    DEFLEC18
 JM0512  HORZ ORDER      -  THIRD
 JM0512
 JM0512.The horizontal coordinates were established by classical geodetic methods
 JM0512.and adjusted by the National Geodetic Survey in November 1997.
 JM0512
 JM0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0512
 JM0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0512.GEOID18 height accuracy estimate available here.
 JM0512
 JM0512.Click photographs - Photos may exist for this station.
 JM0512
 JM0512.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0512
 JM0512. The following values were computed from the NAD 83(1994) position.
 JM0512
 JM0512;                    North         East     Units Scale Factor Converg.
 JM0512;SPC UT S     - 3,193,073.884   680,419.002   MT  1.00000683   +1 15 55.2
 JM0512;SPC UT S     -10,475,943.23  2,232,341.34   sFT  1.00000683   +1 15 55.2
 JM0512;UTM  12      - 4,250,060.744   636,698.019   MT  0.99983013   +0 58 19.7
 JM0512
 JM0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0512!SPC UT S     -   0.99969734  x   1.00000683  =   0.99970417
 JM0512!UTM  12      -   0.99969734  x   0.99983013  =   0.99952752
 JM0512
 JM0512:                Primary Azimuth Mark                     Grid Az
 JM0512:SPC UT S     -  CANE SPRINGS                             139 52 15.3
 JM0512:UTM  12      -  CANE SPRINGS                             140 09 50.8
 JM0512
 JM0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH3669850060(NAD 83)
 JM0512
 JM0512|---------------------------------------------------------------------|
 JM0512| PID    Reference Object                     Distance      Geod. Az  |
 JM0512|                                                           dddmmss.s |
 JM0512| JM0496 MOUNT PEALE                         APPROX.18.8 KM 0724244.9 |
 JM0512| JM0510 CANE SPRINGS                        APPROX. 2.8 KM 1410810.5 |
 JM0512|---------------------------------------------------------------------|
 JM0512
 JM0512                          SUPERSEDED SURVEY CONTROL
 JM0512
 JM0512  NAD 83(1986)-  38 23 17.93245(N)    109 26 05.21946(W) AD(       ) 3
 JM0512  NAD 27      -  38 23 17.98184(N)    109 26 02.81498(W) AD(       ) 3
 JM0512  NGVD 29 (07/19/86) 1947.7    (m)         6390.     (f) VERT ANG       
 JM0512
 JM0512.Superseded values are not recommended for survey control.
 JM0512
 JM0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0512.See file dsdata.pdf to determine how the superseded data were derived.
 JM0512
 JM0512_MARKER: DB = BENCH MARK DISK
 JM0512_SETTING: 66 = SET IN ROCK OUTCROP
 JM0512_STAMPING: BLACK 1954
 JM0512_MARK LOGO: USGS
 JM0512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0512+STABILITY: POSITION/ELEVATION WELL
 JM0512
 JM0512  HISTORY     - Date     Condition        Report By
 JM0512  HISTORY     - 1954     MONUMENTED       USGS
 JM0512
 JM0512                          STATION DESCRIPTION
 JM0512
 JM0512'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0512'LOCATED ABOUT 14 MI. SE. OF MOAB, 10 MI. NW. OF LA SAL AND 1.3 MI.
 JM0512'E. OF U.S. HIGHWAY 160, ON A SMALL TOP NEAR THE NW. END OF A TIMBERED
 JM0512'RIDGE.
 JM0512'
 JM0512'STATION REACHED BY HELICOPTER.
 JM0512'
 JM0512'STATION MARK--STANDARD TABLET STAMPED ---BLACK 1954--- CEMENTED IN
 JM0512'DRILL HOLE IN ROCK.
 JM0512'
 JM0512'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN TREE, 69.22 FT. FROM
 JM0512'STATION MARK, N 62 DEG 19 MIN E.
 JM0512'
 JM0512'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN TREE, 23.81 FT. FROM
 JM0512'STATION MARK, S 00 DEG 06 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0677 ***********************************************************************
 LN0677  DESIGNATION -  BLACK
 LN0677  PID         -  LN0677
 LN0677  STATE/COUNTY-  UT/UINTAH
 LN0677  COUNTRY     -  US
 LN0677  USGS QUAD   -  DRY FORK (2017)
 LN0677
 LN0677                         *CURRENT SURVEY CONTROL
 LN0677  ______________________________________________________________________
 LN0677* NAD 83(1994) POSITION- 40 36 43.08411(N) 109 41 22.62747(W)   ADJUSTED
 LN0677* NAVD 88 ORTHO HEIGHT -  2743.8   (meters)     9002.    (feet) VERTCON3
 LN0677  ______________________________________________________________________
 LN0677  GEOID HEIGHT    -        -14.634 (meters)                     GEOID18
 LN0677  LAPLACE CORR    -         -3.88  (seconds)                    DEFLEC18
 LN0677  HORZ ORDER      -  FIRST
 LN0677
 LN0677.The horizontal coordinates were established by classical geodetic methods
 LN0677.and adjusted by the National Geodetic Survey in November 1997.
 LN0677
 LN0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0677
 LN0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0677.GEOID18 height accuracy estimate available here.
 LN0677
 LN0677.Click photographs - Photos may exist for this station.
 LN0677
 LN0677.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0677
 LN0677. The following values were computed from the NAD 83(1994) position.
 LN0677
 LN0677;                    North         East     Units Scale Factor Converg.
 LN0677;SPC UT C     - 2,254,530.723   653,194.658   MT  0.99999076   +1 09 34.9
 LN0677;SPC UT C     - 7,396,739.55  2,143,022.81   sFT  0.99999076   +1 09 34.9
 LN0677;UTM  12      - 4,496,508.461   610,850.338   MT  0.99975125   +0 51 11.0
 LN0677
 LN0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0677!SPC UT C     -   0.99957206  x   0.99999076  =   0.99956283
 LN0677!UTM  12      -   0.99957206  x   0.99975125  =   0.99932342
 LN0677
 LN0677:                Primary Azimuth Mark                     Grid Az
 LN0677:SPC UT C     -  LITTLE                                   186 21 53.6
 LN0677:UTM  12      -  LITTLE                                   186 40 17.5
 LN0677
 LN0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK1085096508(NAD 83)
 LN0677
 LN0677|---------------------------------------------------------------------|
 LN0677| PID    Reference Object                     Distance      Geod. Az  |
 LN0677|                                                           dddmmss.s |
 LN0677| CP4540 BLACK RM 1                           29.828 METERS 16436     |
 LN0677| LN0678 LITTLE                              APPROX.10.2 KM 1873128.5 |
 LN0677| CP4541 BLACK RM 2                           26.228 METERS 24109     |
 LN0677|---------------------------------------------------------------------|
 LN0677
 LN0677                          SUPERSEDED SURVEY CONTROL
 LN0677
 LN0677  NAD 83(1993)-  40 36 43.08400(N)    109 41 22.62769(W) AD(       ) 1
 LN0677  NAD 83(1986)-  40 36 43.06370(N)    109 41 22.61448(W) AD(       ) 1
 LN0677  NAD 27      -  40 36 43.22100(N)    109 41 20.09700(W) AD(       ) 1
 LN0677  NGVD 29 (07/19/86) 2742.3    (m)         8997.     (f) VERT ANG       
 LN0677
 LN0677.Superseded values are not recommended for survey control.
 LN0677
 LN0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0677.See file dsdata.pdf to determine how the superseded data were derived.
 LN0677
 LN0677_MARKER: DS = TRIANGULATION STATION DISK
 LN0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0677_STAMPING: BLACK 1947
 LN0677_MARK LOGO: CGS
 LN0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0677+STABILITY: SURFACE MOTION
 LN0677
 LN0677  HISTORY     - Date     Condition        Report By
 LN0677  HISTORY     - 1947     MONUMENTED       CGS
 LN0677  HISTORY     - 1963     GOOD             CGS
 LN0677
 LN0677                          STATION DESCRIPTION
 LN0677
 LN0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LN0677'THE STATION IS LOCATED ABOUT 14 MILES AIRLINE NORTHWEST OF VERNAL
 LN0677'ON A WOODED BENCH NEAR THE SOUTHERN END OF DRY FORK MOUNTAIN.
 LN0677'THE STATION MARK IS A BRONZE DISK SET 22 FEET EAST-NORTHEAST
 LN0677'OF A TRIANGULAR BLAZED TREE AND 16 FEET EAST OF THE CENTER
 LN0677'LINE OF A ROAD.  IT PROJECTS 4 INCHES AND IS STAMPED, BLACK
 LN0677'1947.
 LN0677'
 LN0677'REFERENCE MARK NO. 1 IS A BRONZE DISK SET 24 FEET WEST OF THE
 LN0677'CENTER LINE OF A ROAD, PROJECTS 6 INCHES, IS SAME ELEVATION
 LN0677'AS THE STATION MARK AND IS STAMPED, BLACK NO 1 1947.
 LN0677'
 LN0677'REFERENCE MARK NO. 2 IS A BRONZE DISK SET 72 FEET WEST OF
 LN0677'THE CENTER LINE OF A ROAD, PROJECTS 2 INCHES, IS SAME ELEVATION
 LN0677'AS THE STATION MARK AND IS STAMPED, BLACK NO 2 1947.
 LN0677'
 LN0677'TO REACH THE STATION FROM VERNAL--GO NORTH ON STATE HIGHWAY
 LN0677'121, 0.5 MILE TO A CROSSROAD.  TURN LEFT, GO 3.0 MILES TO A
 LN0677'CROSSROAD.  TURN RIGHT, GO 4.4 MILES TO A FORK.  KEEP ON
 LN0677'MAIN ROAD TO LEFT, GO 4.3 MILES TO A FORK.  TURN RIGHT, GO 1.6
 LN0677'MILE TO A ROAD RIGHT.  TURN RIGHT, GO 3.0 MILES UP STEEP,
 LN0677'ROCKY ROAD TO A GATE.  PASS THROUGH GATE CONTINUE 1.8 MILE
 LN0677'TO A TRIANGULAR BLAZED TREE ON LEFT AND STATION ON RIGHT.
 LN0677'A DRIVE STATION.
 LN0677
 LN0677                          STATION RECOVERY (1963)
 LN0677
 LN0677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLG)
 LN0677'STATION AND MARKS WERE FOUND AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0383 ***********************************************************************
 JN0383  DESIGNATION -  BLACK CAP
 JN0383  PID         -  JN0383
 JN0383  STATE/COUNTY-  UT/SEVIER
 JN0383  COUNTRY     -  US
 JN0383  USGS QUAD   -  SALINA (2017)
 JN0383
 JN0383                         *CURRENT SURVEY CONTROL
 JN0383  ______________________________________________________________________
 JN0383* NAD 83(1994) POSITION- 38 57 18.98892(N) 111 49 15.18846(W)   ADJUSTED
 JN0383* NAVD 88 ORTHO HEIGHT -  2013.2   (meters)     6605.    (feet) VERTCON3
 JN0383  ______________________________________________________________________
 JN0383  GEOID HEIGHT    -        -18.437 (meters)                     GEOID18
 JN0383  LAPLACE CORR    -         12.04  (seconds)                    DEFLEC18
 JN0383  HORZ ORDER      -  THIRD
 JN0383
 JN0383.The horizontal coordinates were established by classical geodetic methods
 JN0383.and adjusted by the National Geodetic Survey in November 1997.
 JN0383
 JN0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0383
 JN0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0383.GEOID18 height accuracy estimate available here.
 JN0383
 JN0383.Click photographs - Photos may exist for this station.
 JN0383
 JN0383.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0383
 JN0383. The following values were computed from the NAD 83(1994) position.
 JN0383
 JN0383;                    North         East     Units Scale Factor Converg.
 JN0383;SPC UT C     - 2,069,098.911   472,184.958   MT  1.00001572   -0 12 20.0
 JN0383;SPC UT C     - 6,788,368.68  1,549,160.15   sFT  1.00001572   -0 12 20.0
 JN0383;UTM  12      - 4,312,133.745   428,872.825   MT  0.99966229   -0 30 58.0
 JN0383
 JN0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0383!SPC UT C     -   0.99968712  x   1.00001572  =   0.99970284
 JN0383!UTM  12      -   0.99968712  x   0.99966229  =   0.99934952
 JN0383
 JN0383:                Primary Azimuth Mark                     Grid Az
 JN0383:SPC UT C     -  MOUNT CATHERINE                          279 07 58.2
 JN0383:UTM  12      -  MOUNT CATHERINE                          279 26 36.2
 JN0383
 JN0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ2887212133(NAD 83)
 JN0383
 JN0383|---------------------------------------------------------------------|
 JN0383| PID    Reference Object                     Distance      Geod. Az  |
 JN0383|                                                           dddmmss.s |
 JN0383| CM4303 BLACK CAP RM 3                        5.977 METERS 00534     |
 JN0383| CM4301 BLACK CAP RM 1                        1.564 METERS 15319     |
 JN0383| CM4302 BLACK CAP RM 2                        2.271 METERS 26230     |
 JN0383| JO0466 RED PYRAMID=BEEHIVE                 APPROX.22.4 KM 2643313.2 |
 JN0383| JO0469 MOUNT CATHERINE                     APPROX.28.0 KM 2785538.2 |
 JN0383| KN0415 STEVENS 20                          APPROX.19.2 KM 3071928.6 |
 JN0383|---------------------------------------------------------------------|
 JN0383
 JN0383                          SUPERSEDED SURVEY CONTROL
 JN0383
 JN0383  NAD 83(1986)-  38 57 18.98067(N)    111 49 15.18597(W) AD(       ) 3
 JN0383  NAD 27      -  38 57 19.11200(N)    111 49 12.48800(W) AD(       ) 3
 JN0383  USSD        -  38 57 19.86500(N)    111 49 13.17700(W) AD(       ) 3
 JN0383  NGVD 29 (07/19/86) 2012.0    (m)         6601.     (f) VERT ANG       
 JN0383
 JN0383.Superseded values are not recommended for survey control.
 JN0383
 JN0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0383.See file dsdata.pdf to determine how the superseded data were derived.
 JN0383
 JN0383_MARKER: X = CHISELED CROSS
 JN0383_SETTING: 0 = UNSPECIFIED SETTING
 JN0383
 JN0383  HISTORY     - Date     Condition        Report By
 JN0383  HISTORY     - 1919     MONUMENTED       CGS
 JN0383
 JN0383                          STATION DESCRIPTION
 JN0383
 JN0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (GDC)
 JN0383'ON A LOW BUT PROMINENT PEAK ABOUT THREE MILES EAST OF SALINA.
 JN0383'THE STATION IS MARKED BY A CROSS CUT IN THE ROCK, SURMOUNTED
 JN0383'BY A POLE SIGNAL AROUND THE BASE OF WHICH IS A CAIRN ABOUT
 JN0383'FOUR FEET HIGH.  THREE REFERENCE MARKS, EACH A CROSS CUT IN
 JN0383'A ROCK, ARE RESPECTIVELY 2.271 METERS (7.45 FEET) DISTANT
 JN0383'S 26 DEG 40 MIN E 1.564 METERS (5.13 FEET) DISTANT
 JN0383'S 82 DEG 30 MIN W, AND 5.974 METERS (19.61 FEET) N 05 DEG 35 MIN E
 JN0383'FROM THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0477 ***********************************************************************
 KN0477  DESIGNATION -  BLACK HILL
 KN0477  PID         -  KN0477
 KN0477  STATE/COUNTY-  UT/EMERY
 KN0477  COUNTRY     -  US
 KN0477  USGS QUAD   -  LIGHTHOUSE CANYON (2017)
 KN0477
 KN0477                         *CURRENT SURVEY CONTROL
 KN0477  ______________________________________________________________________
 KN0477* NAD 83(1994) POSITION- 39 26 55.73202(N) 110 08 08.67781(W)   ADJUSTED
 KN0477* NAVD 88 ORTHO HEIGHT -  2835.    (meters)     9301.    (feet) SCALED
 KN0477  ______________________________________________________________________
 KN0477  GEOID HEIGHT    -        -17.837 (meters)                     GEOID18
 KN0477  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 KN0477  HORZ ORDER      -  FIRST
 KN0477
 KN0477.The horizontal coordinates were established by classical geodetic methods
 KN0477.and adjusted by the National Geodetic Survey in November 1997.
 KN0477
 KN0477.The orthometric height was scaled from a topographic map.
 KN0477
 KN0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0477.GEOID18 height accuracy estimate available here.
 KN0477
 KN0477.Click photographs - Photos may exist for this station.
 KN0477
 KN0477.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0477
 KN0477. The following values were computed from the NAD 83(1994) position.
 KN0477
 KN0477;                    North         East     Units Scale Factor Converg.
 KN0477;SPC UT C     - 2,124,734.892   617,416.577   MT  0.99992140   +0 52 26.1
 KN0477;SPC UT C     - 6,970,901.06  2,025,640.89   sFT  0.99992140   +0 52 26.1
 KN0477;UTM  12      - 4,366,940.301   574,362.916   MT  0.99966808   +0 32 57.0
 KN0477
 KN0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0477!SPC UT C     -   0.99955817  x   0.99992140  =   0.99947960
 KN0477!UTM  12      -   0.99955817  x   0.99966808  =   0.99922639
 KN0477
 KN0477:                Primary Azimuth Mark                     Grid Az
 KN0477:SPC UT C     -  BLACK HILL AZ MK                         096 08 29.6
 KN0477:UTM  12      -  BLACK HILL AZ MK                         096 27 58.7
 KN0477
 KN0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ7436266940(NAD 83)
 KN0477
 KN0477|---------------------------------------------------------------------|
 KN0477| PID    Reference Object                     Distance      Geod. Az  |
 KN0477|                                                           dddmmss.s |
 KN0477| CM6067 BLACK HILL AZ MK                                   0970055.7 |
 KN0477| CM6068 BLACK HILL RM 1                      15.413 METERS 14440     |
 KN0477| CM6069 BLACK HILL RM 2                      25.710 METERS 22708     |
 KN0477|---------------------------------------------------------------------|
 KN0477
 KN0477                          SUPERSEDED SURVEY CONTROL
 KN0477
 KN0477  NAD 83(1986)-  39 26 55.70018(N)    110 08 08.67233(W) AD(       ) 1
 KN0477  NAD 27      -  39 26 55.83000(N)    110 08 06.12300(W) AD(       ) 1
 KN0477
 KN0477.Superseded values are not recommended for survey control.
 KN0477
 KN0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0477.See file dsdata.pdf to determine how the superseded data were derived.
 KN0477
 KN0477_MARKER: DS = TRIANGULATION STATION DISK
 KN0477_SETTING: 80 = SET IN A BOULDER
 KN0477
 KN0477  HISTORY     - Date     Condition        Report By
 KN0477  HISTORY     - 1936     MONUMENTED       CGS
 KN0477
 KN0477                          STATION DESCRIPTION
 KN0477
 KN0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 KN0477'ABOUT 2-1/2 MILES SOUTHEAST OF CARBON AND EMERY COUNTIES,
 KN0477'BOUNDARY MARKER (SEE GEOGRAPHIC POSITION AND DESCRIPTION
 KN0477'THEREOF), ON SECOND HIGH POINT ABOUT 1/4 MILE FROM SOUTHEAST
 KN0477'END OF RANGE VALLEY MOUNTAIN, ON TOP OF FLAT SAGE-COVERED
 KN0477'RIDGE RUNNING IN NORTHWESTERLY-SOUTHEASTERLY DIRECTION, 300
 KN0477'FEET NORTH OF WHERE SLOPE OF RIDGE BREAKS OFF SHARPLY TO SOUTH,
 KN0477'AND ABOUT 1/2 MILE SOUTH OF CABIN IN ASPEN GROVE IN DRAW.
 KN0477'TO REACH FROM SUNNYSIDE, WHICH IS ABOUT 25 MILES BY ROAD
 KN0477'EAST-NORTHEAST OF PRICE--FROM GENERAL STORE ON EAST SIDE OF
 KN0477'RAILROAD TRACKS FOLLOW MAIN-TRAVELED ROAD (ASPHALT) UP
 KN0477'CANYON IN NORTHERLY DIRECTION 2.8 MILES TO ASPHALT BUNKERS
 KN0477'ON RIGHT AT END OF CABLEWAY THAT COMES DOWN RIGHT-HAND
 KN0477'CANYON FROM ASPHALT MINE.  CONTINUE STRAIGHT AHEAD UP
 KN0477'RIGHT-HAND CANYON ALONG CABLEWAY IN NORTHEASTERLY
 KN0477'DIRECTION 2.7 MILES TO CABLEWAY TOWER AT EDGE OF ROAD ON LEFT.
 KN0477'SMALL GREEN HOUSE IS ON RIGHT OF ROAD ABOUT 200 YARDS BACK
 KN0477'DOWN MOUNTAIN FROM THIS TOWER.  LEAVE ROAD ABOUT 50 YARDS
 KN0477'PAST TOWER, TURN SHARPLY TO LEFT AND PACK SOUTHWESTERLY
 KN0477'ON GOOD TRAIL.  FOLLOW TRAIL ABOUT 1 MILE, TO WHERE TRAIL
 KN0477'TURNS SHARPLY TO RIGHT AND GOES IN NORTHEASTERLY
 KN0477'DIRECTION ABOUT 1-1/2 OR 2 MILES TO TOP OF MOUNTAIN.
 KN0477'THIS POINT IS DIRECTLY ABOVE ASPHALT MINE.  TAKE LEFT-HAND
 KN0477'TRAIL, STRAIGHT AHEAD, THEN BEAR TO RIGHT AND GO IN
 KN0477'SOUTHEASTERLY DIRECTION ALONG TOP OF RANGE VALLEY MOUNTAIN
 KN0477'FOR ABOUT 20 MILES TO BURIED BOULDER 57 FEET TO LEFT OF
 KN0477'TRAIL.  THIS BOULDER MARKS LINE BETWEEN CARBON AND EMERY
 KN0477'COUNTIES.  IT IS ON LOW SAGEBRUSH-COVERED KNOLL ABOUT 100
 KN0477'YARDS BEYOND LARGE POLE CORRAL THROUGH WHICH TRAIL PASSES.
 KN0477'CONTINUE ABOUT 1/4 MILE TO WHERE MAIN TRAIL TURNS LEFT
 KN0477'(EASTERLY).  LEAVE MAIN TRAIL AND FOLLOW DIM SHEEP TRAILS ALONG
 KN0477'TOP OF RIM SOUTHEASTERLY ABOUT 2 MILES TO STATION, PASSING
 KN0477'THROUGH GATE ABOUT 1/4 MILE FROM WHERE TRAIL FORKS.
 KN0477'ABOUT 8-HOUR PACK WITH HORSES FROM END OF TRUCK TRAVEL.
 KN0477'GOOD WATER AT SHEEP CAMP IN CANYON ABOUT 1-1/2 MILES
 KN0477'NORTHEAST OF STATION.  MARK IS STANDARD DISK STATION MARK
 KN0477'FLUSH IN TOP OF 18- BY 24-INCH BOULDER WHICH IS FLUSH WITH
 KN0477'GROUND.  REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 KN0477'IN BOULDERS.  NO. 1 IS IN TOP OF 18- BY
 KN0477'24-INCH SANDSTONE BOULDER WHICH IS FLUSH WITH GROUND, AT
 KN0477'SAME ELEVATION AS STATION, AND IS 15.413 METERS (50.57
 KN0477'FEET) SOUTHEAST OF STATION S 35 DEG 20 MIN E.  NO.
 KN0477'2 IS AT SLIGHTLY LOWER ELEVATION THAN STATION, ABOUT 6
 KN0477'FEET TO RIGHT OF LINE FROM STATION TO TWO SHARP CONE-SHAPED PEAKS
 KN0477'TO SOUTHWEST, ONE OF WHICH IS DISTANT ABOUT 5 MILES AND
 KN0477'OTHER ABOUT 30 MILES AND ON HORIZON.  IT IS IN CENTER OF 2-FOOT
 KN0477'SQUARE, FLAT-TOPPED SANDSTONE BOULDER, FLUSH WITH GROUND,
 KN0477'AND IS 25.710 METERS (84.35 FEET) SOUTHWEST OF STATION S 47 DEG
 KN0477'08 MIN W.  DISTANCE BETWEEN REFERENCE MARKS IS 92.47
 KN0477'FEET.  AZIMUTH MARK IS ON TOP OF BARE FLAT-TOPPED RIDGE
 KN0477'RUNNING NORTH AND SOUTH.  THIS IS FIRST RIDGE EAST-SOUTHEAST
 KN0477'OF STATION, AND SLOPES SHARPLY TO EAST TO GREEN RIVER.  MARK
 KN0477'IS IN CENTER OF TOP OF 2- BY 5-FOOT FLAT-TOPPED SANDSTONE
 KN0477'BOULDER WHICH PROJECTS 5 INCHES ABOVE GROUND, AND IS ABOUT
 KN0477'1/2 MILE FROM STATION S 82 DEG 59 MIN E.
 KN0477'CARBON AND EMERY COUNTIES, BOUNDARY MARKER IS ABOUT 2-1/2
 KN0477'MILES FROM STATION N 40 DEG 48 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0360 ***********************************************************************
 KM0360  DESIGNATION -  BLACK KNOLL
 KM0360  PID         -  KM0360
 KM0360  STATE/COUNTY-  UT/UINTAH
 KM0360  COUNTRY     -  US
 KM0360  USGS QUAD   -  BLACK KNOLLS (2017)
 KM0360
 KM0360                         *CURRENT SURVEY CONTROL
 KM0360  ______________________________________________________________________
 KM0360* NAD 83(1994) POSITION- 39 28 42.22108(N) 109 41 34.90437(W)   ADJUSTED
 KM0360* NAVD 88 ORTHO HEIGHT -  2420.3   (meters)     7941.    (feet) VERTCON3
 KM0360  ______________________________________________________________________
 KM0360  GEOID HEIGHT    -        -17.154 (meters)                     GEOID18
 KM0360  LAPLACE CORR    -          1.59  (seconds)                    DEFLEC18
 KM0360  HORZ ORDER      -  FIRST
 KM0360
 KM0360.The horizontal coordinates were established by classical geodetic methods
 KM0360.and adjusted by the National Geodetic Survey in November 1997.
 KM0360
 KM0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0360
 KM0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0360.GEOID18 height accuracy estimate available here.
 KM0360
 KM0360.Click photographs - Photos may exist for this station.
 KM0360
 KM0360.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0360
 KM0360. The following values were computed from the NAD 83(1994) position.
 KM0360
 KM0360;                    North         East     Units Scale Factor Converg.
 KM0360;SPC UT C     - 2,128,693.549   655,448.551   MT  0.99991807   +1 09 27.0
 KM0360;SPC UT C     - 6,983,888.75  2,150,417.45   sFT  0.99991807   +1 09 27.0
 KM0360;UTM  12      - 4,370,681.952   612,408.751   MT  0.99975557   +0 49 51.8
 KM0360
 KM0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0360!SPC UT C     -   0.99962312  x   0.99991807  =   0.99954122
 KM0360!UTM  12      -   0.99962312  x   0.99975557  =   0.99937878
 KM0360
 KM0360:                Primary Azimuth Mark                     Grid Az
 KM0360:SPC UT C     -  BLACK KNOLL AZ MK                        071 08 48.3
 KM0360:UTM  12      -  BLACK KNOLL AZ MK                        071 28 23.5
 KM0360
 KM0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ1240870681(NAD 83)
 KM0360
 KM0360|---------------------------------------------------------------------|
 KM0360| PID    Reference Object                     Distance      Geod. Az  |
 KM0360|                                                           dddmmss.s |
 KM0360| CM6070 BLACK KNOLL AZ MK                                  0721815.3 |
 KM0360| CM6071 BLACK KNOLL RM 1                      9.491 METERS 18827     |
 KM0360| CM6072 BLACK KNOLL RM 2                      8.428 METERS 30000     |
 KM0360|---------------------------------------------------------------------|
 KM0360
 KM0360                          SUPERSEDED SURVEY CONTROL
 KM0360
 KM0360  NAD 83(1986)-  39 28 42.19123(N)    109 41 34.88797(W) AD(       ) 1
 KM0360  NAD 27      -  39 28 42.31700(N)    109 41 32.40300(W) AD(       ) 1
 KM0360  NGVD 29 (07/19/86) 2419.0    (m)         7936.     (f) VERT ANG       
 KM0360
 KM0360.Superseded values are not recommended for survey control.
 KM0360
 KM0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0360.See file dsdata.pdf to determine how the superseded data were derived.
 KM0360
 KM0360_MARKER: DS = TRIANGULATION STATION DISK
 KM0360_SETTING: 66 = SET IN ROCK OUTCROP
 KM0360
 KM0360  HISTORY     - Date     Condition        Report By
 KM0360  HISTORY     - 1936     MONUMENTED       CGS
 KM0360  HISTORY     - 1960     GOOD             USGS
 KM0360
 KM0360                          STATION DESCRIPTION
 KM0360
 KM0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 KM0360'ABOUT 42 MILES SOUTH OF OURAY, ON NORTHERLY AND HIGHER OF ROW
 KM0360'OF TIMBERED HILLS KNOWN AS THE BLACK KNOLLS, ON DIVIDE BETWEEN
 KM0360'HILL CREEK ON WEST AND WILLOW CREEK ON EAST, 1 MILE NORTH OF
 KM0360'UINTAH-GRAND COUNTY LINE, AND PROBABLY IN SEC. 32, T. 15 S.,
 KM0360'R. 20 E.  TO REACH FROM OURAY, DRIVE SOUTH ACROSS GREEN RIDGE
 KM0360'BRIDGE 10.2 MILES TO FORK WHICH IS 0.85 MILE SOUTH OF ROCK
 KM0360'HOUSE ON RIGHT.  TAKE LEFT FORK (SOUTH) ON WILLOW CREEK ROAD
 KM0360'AND GO 21.35 MILES TO ROAD ON RIGHT INTO SANTIOS RANCH.  TURN
 KM0360'RIGHT (WEST) ACROSS SMALL BRIDGE AND BETWEEN TWO SMALL HOUSES
 KM0360'AND GO 0.2 MILE TO WIRE GATE.  PASS THROUGH GATE AND KEEP TO
 KM0360'ALL RIGHT-HAND FORKS FOR 0.4 MILE, THEN GO TO LEFT UP NARROW
 KM0360'DUGWAY TO TOP OF RIDGE.  FOLLOW THIS ROAD FROM
 KM0360'ABOVE-MENTIONED GATE 3.2 MILES TO FORK.  TAKE LEFT FORK
 KM0360'(SOUTH) AND GO 18.0 MILES TO OPENING IN LOG AND BUSH DRIFT
 KM0360'FENCE.  CONTINUE SOUTH 2.0 MILES TO POINT EAST OF STATION.
 KM0360'TURN RIGHT (WEST) AND DRIVE ACROSS COUNTRY TO EDGE OF
 KM0360'CLEARING AND END OF TRUCK TRAVEL.  PACK WEST TO TOP OF KNOLL AND
 KM0360'STATION.  TEN-MINUTE PACK.  STATION MARK IS STANDARD
 KM0360'DISK IN OUTCROPPING BEDROCK.  REFERENCE MARK NO. 1 IS
 KM0360'STANDARD DISK IN TOP OF IRON PIPE WITH ARROW POINTING TO
 KM0360'STATION, SET IN GROUND AND PROJECTING 6 INCHES ABOVE THE
 KM0360'SURFACE, AND 9.490 METERS (31.14 FEET) SOUTH OF STATION
 KM0360'S 08 DEG 28 MIN W.  REFERENCE MARK NO. 2 IS
 KM0360'STANDARD DISK IN TOP OF 1- BY 2-FOOT BOUNDER, FLUSH WITH GROUND,
 KM0360'AND IS 8.428 METERS (27.65 FEET) WEST-NORTHWEST OF
 KM0360'STATION N 60 DEG W.  DISTANCE BETWEEN REFERENCE
 KM0360'MARKS IS 48.70 FEET.  AZIMUTH MARK IS STANDARD DISK,
 KM0360'IN 6 BY 8 FOOT SLAB OF BEDROCK CRACKED OFF SOUTHWEST
 KM0360'SIDE OF ROCK LEDGE WHICH EXTENDS TO SOUTH, SLAB IS APPROXIMATELY
 KM0360'100 FEET NORTHWEST OF END OF LEDGE.  MARK IS 4 FEET NORTH OF
 KM0360'SOUTH EDGE OF SLAB, AND ABOUT 1.0 MILE EAST-NORTHEAST FROM
 KM0360'STATION N 72 DEG 18 MIN E.  FROM LEDGE THERE ARE
 KM0360'ABRUPT DROPS TO SOUTHEAST, AND SOUTHWEST.
 KM0360
 KM0360                          STATION RECOVERY (1960)
 KM0360
 KM0360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 KM0360'RECOVERED.
 KM0360'
 KM0360'STATION MARK--STANDARD DISK, IN OUTCROPPING BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0552 ***********************************************************************
 HM0552  DESIGNATION -  BLACK MESA BUTTE
 HM0552  PID         -  HM0552
 HM0552  STATE/COUNTY-  UT/SAN JUAN
 HM0552  COUNTRY     -  US
 HM0552  USGS QUAD   -  BLACK MESA BUTTE (2017)
 HM0552
 HM0552                         *CURRENT SURVEY CONTROL
 HM0552  ______________________________________________________________________
 HM0552* NAD 83(1994) POSITION- 37 31 00.09921(N) 109 36 25.63467(W)   ADJUSTED
 HM0552* NAVD 88 ORTHO HEIGHT -  1834.7   (meters)     6019.    (feet) VERTCON3
 HM0552  ______________________________________________________________________
 HM0552  GEOID HEIGHT    -        -20.119 (meters)                     GEOID18
 HM0552  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 HM0552  HORZ ORDER      -  FIRST
 HM0552
 HM0552.The horizontal coordinates were established by classical geodetic methods
 HM0552.and adjusted by the National Geodetic Survey in November 1997.
 HM0552
 HM0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0552
 HM0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0552.GEOID18 height accuracy estimate available here.
 HM0552
 HM0552.Click photographs - Photos may exist for this station.
 HM0552
 HM0552.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0552
 HM0552. The following values were computed from the NAD 83(1994) position.
 HM0552
 HM0552;                    North         East     Units Scale Factor Converg.
 HM0552;SPC UT S     - 3,096,032.102   667,323.654   MT  0.99996213   +1 09 35.1
 HM0552;SPC UT S     -10,157,565.32  2,189,377.69   sFT  0.99996213   +1 09 35.1
 HM0552;UTM  12      - 4,153,104.728   623,092.449   MT  0.99978663   +0 50 54.1
 HM0552
 HM0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0552!SPC UT S     -   0.99971533  x   0.99996213  =   0.99967747
 HM0552!UTM  12      -   0.99971533  x   0.99978663  =   0.99950202
 HM0552
 HM0552:                Primary Azimuth Mark                     Grid Az
 HM0552:SPC UT S     -  BLACK MESA BUTTE AZ MK                   342 39 51.6
 HM0552:UTM  12      -  BLACK MESA BUTTE AZ MK                   342 58 32.6
 HM0552
 HM0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG2309253104(NAD 83)
 HM0552
 HM0552|---------------------------------------------------------------------|
 HM0552| PID    Reference Object                     Distance      Geod. Az  |
 HM0552|                                                           dddmmss.s |
 HM0552| CM6075 BLACK MESA BUTTE RM 2                 3.354 METERS 04628     |
 HM0552| CM6076 BLACK MESA BUTTE RM 3                 4.105 METERS 22001     |
 HM0552| CM6074 BLACK MESA BUTTE RM 1                 3.530 METERS 29450     |
 HM0552| CM6073 BLACK MESA BUTTE AZ MK                             3434926.7 |
 HM0552|---------------------------------------------------------------------|
 HM0552
 HM0552                          SUPERSEDED SURVEY CONTROL
 HM0552
 HM0552  NAD 83(1986)-  37 31 00.09049(N)    109 36 25.63801(W) AD(       ) 1
 HM0552  NAD 27      -  37 31 00.08238(N)    109 36 23.19443(W) AD(       ) 1
 HM0552  NGVD 29 (07/19/86) 1833.7    (m)         6016.     (f) VERT ANG       
 HM0552
 HM0552.Superseded values are not recommended for survey control.
 HM0552
 HM0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0552.See file dsdata.pdf to determine how the superseded data were derived.
 HM0552
 HM0552_MARKER: DB = BENCH MARK DISK
 HM0552_SETTING: 66 = SET IN ROCK OUTCROP
 HM0552_STAMPING: MESA BUTTE 1934
 HM0552_MARK LOGO: USGS
 HM0552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0552+STABILITY: POSITION/ELEVATION WELL
 HM0552
 HM0552  HISTORY     - Date     Condition        Report By
 HM0552  HISTORY     - 1934     MONUMENTED       USGS
 HM0552  HISTORY     - 1966     GOOD             CGS
 HM0552  HISTORY     - 1972     GOOD             USGS
 HM0552
 HM0552                          STATION DESCRIPTION
 HM0552
 HM0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JCC)
 HM0552'THE STATION IS LOCATED 10 MILES SOUTHWEST OF BLANDING, 3.5
 HM0552'MILES WEST OF COTTONWOOD CANYON AND IS ON U.S. GOVERNMENT LAND.
 HM0552'
 HM0552'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HM0552'CENTER STREET, IN BLANDING, GO SOUTH ALONG MAIN STREET (STATE
 HM0552'HIGHWAY 47) FOR 4.0 MILES TO JUNCTION WITH STATE HIGHWAY 95.
 HM0552'BEAR LEFT AND CONTINUE SOUTHERLY ON STATE HIGHWAY 47 FOR 2.8
 HM0552'MILES TO A DIRT SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 HM0552'WESTERLY FOR 4.0 MILES TO THE BOTTOM OF COTTONWOOD CANYON.
 HM0552'CROSS CANYON AND CONTINUE WESTERLY FOR 1.7 MILES TO A Y-ROAD
 HM0552'FORK.  BEAR RIGHT AND CONTINUE WESTERLY FOR 0.6 MILE TO A
 HM0552'CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO A Y-ROAD
 HM0552'FORK.  BEAR LEFT AND CONTINUE WESTERLY FOR 0.4 MILE TO
 HM0552'THE TOP OF THE BUTTE AND THE STATION.
 HM0552'
 HM0552'THE STATION, A USGS DISK STAMPED BLACK MESA BUTTE 1934, IS
 HM0552'CEMENTED IN A DRILL HOLE IN OUTCROPPING OF BEDROCK.  IT IS
 HM0552'APPROXIMATELY 15 FEET EAST OF THE SOUTHWEST RIM OF THE BUTTE.
 HM0552'
 HM0552'REFERENCE MARK 1, A USGS REFERENCE DISK STAMPED NO 1 1934, IS
 HM0552'CEMENTED IN A DRILL HOLE ON OUTCROPPING BEDROCK.  IT IS 6
 HM0552'FEET EAST OF THE SOUTHWEST RIM OF THE BUTTE.
 HM0552'
 HM0552'REFERENCE MARK 2, A USGS REFERENCE MARK DISK STAMPED NO 2 1934,
 HM0552'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 26
 HM0552'FEET EAST OF THE SOUTHWEST RIM OF THE BUTTE.
 HM0552'
 HM0552'REFERENCE MARK 3, A STANDARD DISK STAMPED BLACK MESA BUTTE NO
 HM0552'3 1966, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 HM0552'IT IS 4 FEET EAST OF THE SOUTHWEST RIM OF THE BUTTE.
 HM0552'
 HM0552'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
 HM0552
 HM0552                          STATION RECOVERY (1972)
 HM0552
 HM0552'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HM0552'THE STATION MARK AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN
 HM0552'GOOD CONDITION.
 HM0552'
 HM0552'THE DESCRIPTION OF 1966 BY JCC SHOULD BE REVISED AS FOLLOWS--
 HM0552'
 HM0552'THE STATION IS LOCATED ON A MISSILE FIRING COMPLEX OF THE WHITE SANDS
 HM0552'MISSILE RANGE.  IT IS 10 MILES SOUTHWEST OF BLANDING AND 3.5 MILES
 HM0552'WEST OF COTTONWOOD CANYON.
 HM0552'
 HM0552'TO REACH THE STATION FROM THE POST OFFICE IN BLANDING, GO SOUTH ON
 HM0552'U. S. ROUTE 163 FOR 4.0 MILES TO JUNCTION WITH STATE ROUTE 95W.
 HM0552'TURN RIGHT ON ROUTE 95W AND GO WEST AND SOUTH FOR 5.9 MILES TO
 HM0552'BRIDGE OVER COTTONWOOD WASH.  FROM THE BRIDGE CONTINUE ON ROUTE
 HM0552'95W FOR 1.4 MILES TO INTERSECTION WITH ROAD FROM THE LEFT.  TURN
 HM0552'LEFT AND GO 0.6 MILE TO ROAD FORK BUTLER WASH TO RIGHT.  TAKE
 HM0552'LEFT FORK AND GO 3.1 MILES TO PROMINENT CROSS ROADS AT U. S. ARMY
 HM0552'RESTRICTED AREA COMPLEX.  TURN RIGHT AND GO WEST FOR 0.9 MILE TO
 HM0552'INTERSECTION WITH ROAD FROM THE SOUTH.  FROM THIS POINT CONTINUE
 HM0552'STRAIGHT AHEAD, UPGRADE FOR 0.9 MILE TO HIGH POINT AND SITE OF
 HM0552'STATION ON WEST SIDE OF MESA.
 HM0552'
 HM0552'STATION MARK--A STANDARD USGS TABLET STAMPED--BLACK MESA BUTTE 1934
 HM0552'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 15 FEET EAST
 HM0552'OF THE SOUTHWEST RIM OF THE BUTTE.
 HM0552'
 HM0552'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE-MARK TABLET
 HM0552'STAMPED--NO 1 1934 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 HM0552'3.530 METERS WEST-NORTHWEST OF THE STATION.
 HM0552'
 HM0552'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE-MARK TABLET
 HM0552'STAMPED--NO 2 1934 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 HM0552'3.354 METERS NORTHEAST OF THE STATION.
 HM0552'
 HM0552'REFERENCE MARK NO. 3--A STANDARD USC AND GS REFERENCE-MARK DISK
 HM0552'STAMPED--BLACK MESA BUTTE NO 3 1966 CEMENTED IN A DRILL HOLE IN
 HM0552'OUTCROPPING BEDROCK 4.105 METERS SOUTHWEST OF THE STATION.
 HM0552'
 HM0552'AZIMUTH MARK--A CORPS OF ENGINEERS DISK STAMPED--BLACK MESA BUTTE
 HM0552'AZ. MK. 1972 TPC CEMENTED IN GRANITE OUTCROPPING ABOUT 0.6 MILE
 HM0552'NORTHWEST OF THE STATION.  TO REACH FROM THE STATION GO NORTH ON
 HM0552'ROAD FOR ABOUT 0.7 MILE TO HIGHEST POINT OF MESA AND SITE OF
 HM0552'STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0525 ***********************************************************************
 JO0525  DESIGNATION -  BLACK RIDGE
 JO0525  PID         -  JO0525
 JO0525  STATE/COUNTY-  UT/MILLARD
 JO0525  COUNTRY     -  US
 JO0525  USGS QUAD   -  SIXMILE POINT (2017)
 JO0525
 JO0525                         *CURRENT SURVEY CONTROL
 JO0525  ______________________________________________________________________
 JO0525* NAD 83(1994) POSITION- 38 51 25.01840(N) 112 37 19.37200(W)   ADJUSTED
 JO0525* NAVD 88 ORTHO HEIGHT -  1552.0   (meters)     5092.    (feet) VERTCON3
 JO0525  ______________________________________________________________________
 JO0525  GEOID HEIGHT    -        -19.976 (meters)                     GEOID18
 JO0525  LAPLACE CORR    -          7.03  (seconds)                    DEFLEC18
 JO0525  HORZ ORDER      -  FIRST
 JO0525
 JO0525.The horizontal coordinates were established by classical geodetic methods
 JO0525.and adjusted by the National Geodetic Survey in November 1997.
 JO0525
 JO0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0525
 JO0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0525.GEOID18 height accuracy estimate available here.
 JO0525
 JO0525.Click photographs - Photos may exist for this station.
 JO0525
 JO0525.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0525
 JO0525. The following values were computed from the NAD 83(1994) position.
 JO0525
 JO0525;                    North         East     Units Scale Factor Converg.
 JO0525;SPC UT C     - 2,058,744.172   402,603.964   MT  1.00004324   -0 43 07.5
 JO0525;SPC UT C     - 6,754,396.50  1,320,876.51   sFT  1.00004324   -0 43 07.5
 JO0525;UTM  12      - 4,302,152.374   359,257.612   MT  0.99984392   -1 01 04.1
 JO0525
 JO0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0525!SPC UT C     -   0.99975969  x   1.00004324  =   0.99980291
 JO0525!UTM  12      -   0.99975969  x   0.99984392  =   0.99960364
 JO0525
 JO0525:                Primary Azimuth Mark                     Grid Az
 JO0525:SPC UT C     -  BLACK RIDGE AZ MK                        165 55 41.2
 JO0525:UTM  12      -  BLACK RIDGE AZ MK                        166 13 37.8
 JO0525
 JO0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ5925702152(NAD 83)
 JO0525
 JO0525|---------------------------------------------------------------------|
 JO0525| PID    Reference Object                     Distance      Geod. Az  |
 JO0525|                                                           dddmmss.s |
 JO0525| CM4305 BLACK RIDGE RM 1                      6.582 METERS 11925     |
 JO0525| CM4304 BLACK RIDGE AZ MK                                  1651233.7 |
 JO0525| CM4306 BLACK RIDGE RM 2                      5.748 METERS 21144     |
 JO0525|---------------------------------------------------------------------|
 JO0525
 JO0525                          SUPERSEDED SURVEY CONTROL
 JO0525
 JO0525  NAD 83(1986)-  38 51 25.01212(N)    112 37 19.36535(W) AD(       ) 1
 JO0525  NAD 27      -  38 51 25.13800(N)    112 37 16.56900(W) AD(       ) 1
 JO0525  NGVD 29 (07/19/86) 1550.9    (m)         5088.     (f) VERT ANG       
 JO0525
 JO0525.Superseded values are not recommended for survey control.
 JO0525
 JO0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0525.See file dsdata.pdf to determine how the superseded data were derived.
 JO0525
 JO0525_MARKER: DS = TRIANGULATION STATION DISK
 JO0525_SETTING: 80 = SET IN A BOULDER
 JO0525_STAMPING: BLACK RIDGE 1947
 JO0525_MARK LOGO: CGS
 JO0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0525+STABILITY: SURFACE MOTION
 JO0525
 JO0525  HISTORY     - Date     Condition        Report By
 JO0525  HISTORY     - 1947     MONUMENTED       CGS
 JO0525  HISTORY     - 1953     GOOD             CGS
 JO0525  HISTORY     - 1957     SEE DESCRIPTION  CGS
 JO0525
 JO0525                          STATION DESCRIPTION
 JO0525
 JO0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 JO0525'THE STATION IS LOCATED ABOUT 17.5 MILES AIR LINE SOUTHWEST OF
 JO0525'FILLMORE, ABOUT 12 MILES AIR LINE SOUTHWEST OF MEADOW, ABOUT
 JO0525'10.5 MILES WEST-NORTHWEST OF KANOSH, IN OPEN DESERT COUNTRY ON
 JO0525'A HIGH BENCH WHICH IS PARTLY COVERED WITH SAGEBRUSH.  THE
 JO0525'BENCH HAS SCATTERED CEDAR TREES AT THE SOUTHEAST END AND A ROCKY
 JO0525'RIM ON THE EASTERN EDGE.  IT IS LOCALLY KNOWN AS BLACK RIDGE.
 JO0525'THE STATION IS ABOUT 75 YARDS WEST OF THE EAST RIM, 20 FEET
 JO0525'SOUTH OF A 6-FOOT CAIRN, PROJECTS 6 INCHES AND IS
 JO0525'STAMPED--BLACK RIDGE 1947.
 JO0525'
 JO0525'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 JO0525'STATION, 30 FEET SOUTHEAST OF A 6-FOOT CAIRN, SET FLUSH, AND IS
 JO0525'STAMPED--BLACK RIDGE NO 1 1947.
 JO0525'
 JO0525'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 JO0525'STATION, 40 FEET SOUTH OF A 6-FOOT CAIRN, PROJECTS 10 INCHES
 JO0525'AND IS STAMPED--BLACK RIDGE NO 2 1947.
 JO0525'
 JO0525'THE AZIMUTH MARK IS ALONG THE ROAD TO STATION, 16 PACES SOUTHEAST
 JO0525'OF THE CENTERLINE OF A DIAGONAL CROSS ROAD, 6 PACES EAST OF THE
 JO0525'CENTER LINE OF ROAD TO STATION, 2 FEET NORTHEAST OF A 2 FOOT
 JO0525'CAIRN, PROJECTS 4 INCHES AND IS STAMPED BLACKRIDGE 1947.
 JO0525'
 JO0525'TO REACH FROM THE POST OFFICE IN KANOSH--GO NORTH ON U.S. HIGHWAY
 JO0525'91 FOR 0.3 MILE TO A CROSS ROAD.  TURN LEFT (W) AND FOLLOW A GOOD
 JO0525'GRADED ROAD FOR 2.2 MILES TO A FORK.  KEEP THE RIGHT FORK MAIN
 JO0525'TRAVELED ROAD AND GO 5.5 MILES TO A FORK.  KEEP THE RIGHT FORK
 JO0525'STRAIGHT AHEAD AND GO WEST FOR 1.8 MILES TO A TRACK CROSS ROAD.
 JO0525'HERE LEAVE GRADED ROAD AND TURN RIGHT AND FOLLOW TRACK ROAD
 JO0525'NORTHWEST FOR 1.2 MILE TO A DIAGONAL CROSS ROAD AND AZIMUTH
 JO0525'MARK ON RIGHT AS DESCRIBED ABOVE.  CONTINUE STRAIGHT AHEAD
 JO0525'NORTHWEST FOR ABOUT 0.2 MILE TO A POINT EAST OF THE SOUTH END
 JO0525'OF A LARGE MASS OF BLACK ROCK ON THE RIM TO THE WEST.  TURN
 JO0525'LEFT (W) FOR 0.1 MILE TO SOUTH END OF MASS OF ROCK ON RIM TO
 JO0525'WEST AND END OF TRUCK TRAVEL.  THENCE PACK TO TOP OF BENCH AND
 JO0525'STATION AS DESCRIBED ABOVE.  A 100 YARD PACK.
 JO0525
 JO0525                          STATION RECOVERY (1953)
 JO0525
 JO0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCS)
 JO0525'STATION, R.M. 1 AND R.M. 2 RECOVERED IN GOOD CONDITION.  DESCRIPTION
 JO0525'IS ADEQUATE FOR RECOVERY EXCEPT THAT IT WAS VERY VAGUE AS TO
 JO0525'RECOVERY OF AZIMUTH MARK, WHICH COULD NOT BE LOCATED.
 JO0525'
 JO0525'STATION IS ABOUT 0.8 MILES NORTH OF SOUTH END OF LAVA FLOW AT
 JO0525'HIGHEST POINT IN VICINITY.  THERE IS A TRACK ROAD ABOUT 150
 JO0525'YARDS EAST OF STATION
 JO0525
 JO0525                          STATION RECOVERY (1957)
 JO0525
 JO0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 JO0525'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JO0525'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 JO0525'
 JO0525'THE STATION IS LOCATED AIRLINE, ABOUT 17-1/2 MILES SOUTHWEST OF
 JO0525'FILLMORE, ABOUT 12 MILES SOUTHWEST OF MEADOW AND ABOUT 10-1/2
 JO0525'MILES WEST-NORTHWEST OF KANOSH ON A SAGEBRUSH COVERED, ROCKY
 JO0525'BENCH IN OPEN DESERT COUNTRY.
 JO0525'
 JO0525'THE STATION IS A STANDARD DISK STAMPED BLACK RIDGE 1947 SET IN A
 JO0525'DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 6 INCHES
 JO0525'ABOVE THE GROUND.  IT IS 20 FEET SOUTHWEST OF A CAIRN WHICH IS
 JO0525'ABOUT 6 FEET HIGH AND ABOUT 75 YARDS WEST OF THE EAST EDGE OF
 JO0525'THE ROCKY RIM OF THE RIDGE.
 JO0525'
 JO0525'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BLACK RIDGE
 JO0525'NO 1 1947 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 JO0525'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT 1 FOOT
 JO0525'LOWER THAN THE STATION.
 JO0525'
 JO0525'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BLACK RIDGE
 JO0525'NO 2 1947 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 JO0525'PROJECTS ABOUT 10 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 JO0525'ELEVATION AS THE STATION.
 JO0525'
 JO0525'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLACK RIDGE 1947
 JO0525'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT
 JO0525'4 INCHES ABOVE THE GROUND.  IT IS 48 FEET SOUTH-SOUTHEAST OF THE
 JO0525'CENTER LINE OF THE DIAGONAL CROSS-ROAD, 18 FEET EAST OF THE
 JO0525'CENTER LINE OF THE TRACK ROAD WHICH LEADS TO THE STATION AND
 JO0525'2 FEET NORTHEAST OF THE CENTER OF A SMALL CAIRN.
 JO0525'
 JO0525'TO REACH THE STATION FROM THE POST OFFICE IN KANOSH, GO NORTH
 JO0525'ON U.S. HIGHWAY 91 FOR 0.15 MILE.  TURN LEFT OFF THE HIGHWAY AND
 JO0525'GO WEST ON A GRAVELED ROAD FOR 2.1 MILES.  TAKE THE RIGHT FORK AND
 JO0525'GO NORTH AND WEST FOR 6.9 MILES.  TURN RIGHT AT THE DIM CROSSROAD
 JO0525'AND GO NORTH ON THE TRACK ROAD FOR 2.2 MILES.  TAKE THE RIGHT
 JO0525'FORK, STRAIGHT AHEAD ON THE DIM TRACK ROAD FOR 0.6 MILE TO A
 JO0525'DIAGONAL CROSS-ROAD, A CAIRN ON THE RIGHT, EAST SIDE AND THE
 JO0525'AZIMUTH MARK.  CONTINUE STRAIGHT AHEAD ON THE MAIN TRACK ROAD FOR
 JO0525'0.25 MILE.  TURN LEFT OFF THE TRACK ROAD AND GO WEST CROSS COUNTRY
 JO0525'THROUGH THE SAGEBRUSH FOR 0.05 MILE TO THE EAST SLOPE OF THE
 JO0525'RIDGE AND THE END OF TRUCK TRAVEL.  PACK WEST TO THE TOP OF
 JO0525'THE RIDGE WHICH IS ABOUT 100 YARDS TO THE CAIRN AND THE
 JO0525'STATION.  A TWO-WHEEL DRIVE VEHICLE IS SATISFACTORY TO REACH
 JO0525'THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0435 ***********************************************************************
 KO0435  DESIGNATION -  BLACK ROCK CAIRN
 KO0435  PID         -  KO0435
 KO0435  STATE/COUNTY-  UT/MILLARD
 KO0435  COUNTRY     -  US
 KO0435  USGS QUAD   -  RED PASS (2017)
 KO0435
 KO0435                         *CURRENT SURVEY CONTROL
 KO0435  ______________________________________________________________________
 KO0435* NAD 83(1994) POSITION- 39 03 08.09599(N) 112 54 55.66662(W)   ADJUSTED
 KO0435  ______________________________________________________________________
 KO0435  GEOID HEIGHT    -        -19.953 (meters)                     GEOID18
 KO0435  LAPLACE CORR    -          3.53  (seconds)                    DEFLEC18
 KO0435  HORZ ORDER      -  THIRD
 KO0435
 KO0435.The horizontal coordinates were established by classical geodetic methods
 KO0435.and adjusted by the National Geodetic Survey in June 1998.
 KO0435
 KO0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0435.GEOID18 height accuracy estimate available here.
 KO0435
 KO0435.Click photographs - Photos may exist for this station.
 KO0435
 KO0435.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0435
 KO0435. The following values were computed from the NAD 83(1994) position.
 KO0435
 KO0435;                    North         East     Units Scale Factor Converg.
 KO0435;SPC UT C     - 2,080,784.166   377,479.932   MT  0.99999141   -0 54 24.2
 KO0435;SPC UT C     - 6,826,706.05  1,238,448.74   sFT  0.99999141   -0 54 24.2
 KO0435;UTM  12      - 4,324,320.622   334,252.324   MT  0.99993828   -1 12 25.5
 KO0435
 KO0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ3425224320(NAD 83)
 KO0435
 KO0435                          SUPERSEDED SURVEY CONTROL
 KO0435
 KO0435  NAD 83(1986)-  39 03 08.09038(N)    112 54 55.66152(W) AD(       ) 3
 KO0435  NAD 27      -  39 03 08.24700(N)    112 54 52.82900(W) AD(       ) 3
 KO0435
 KO0435.Superseded values are not recommended for survey control.
 KO0435
 KO0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0435.See file dsdata.pdf to determine how the superseded data were derived.
 KO0435
 KO0435_MARKER: 72 = CAIRN
 KO0435
 KO0435  HISTORY     - Date     Condition        Report By
 KO0435  HISTORY     - 1957     FIRST OBSERVED   CGS
 KO0435  HISTORY     - 20181002 GOOD             INDIV
 KO0435
 KO0435                          STATION DESCRIPTION
 KO0435
 KO0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0435'THE STATION IS LOCATED ABOUT 22 MILES AIRLINE WEST NORTHWEST
 KO0435'OF FILLMORE, UTAH, 21 MILES SOUTHWEST OF DESERET, UTAH AND ON
 KO0435'NORTH END OF A ROCKY RIDGE WHICH IS A PART OF CRICKET MOUNTAIN
 KO0435'RANGE.
 KO0435'
 KO0435'THE CAIRN IS ABOUT 6 FEET HIGH AND 4 FEET IN DIAMETER.  THE
 KO0435'POINT OF INTERSECTION WAS THE TOP OF CAIRN.
 KO0435
 KO0435                          STATION RECOVERY (2018)
 KO0435
 KO0435'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (TWG)
 KO0435'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3694 ***********************************************************************
 AA3694  CBN         -  This is a Cooperative Base Network Control Station.
 AA3694  DESIGNATION -  BLACK SOUTH
 AA3694  PID         -  AA3694
 AA3694  STATE/COUNTY-  UT/WASHINGTON
 AA3694  COUNTRY     -  US
 AA3694  USGS QUAD   -  SAINT GEORGE (2017)
 AA3694
 AA3694                         *CURRENT SURVEY CONTROL
 AA3694  ______________________________________________________________________
 AA3694* NAD 83(2011) POSITION- 37 05 43.35717(N) 113 36 12.57787(W)   ADJUSTED
 AA3694* NAD 83(2011) ELLIP HT-   964.767 (meters)        (06/27/12)   ADJUSTED
 AA3694* NAD 83(2011) EPOCH   -  2010.00
 AA3694* NAVD 88 ORTHO HEIGHT -   989.3   (meters)     3246.    (feet) GPS OBS
 AA3694  ______________________________________________________________________
 AA3694  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3694  GEOID HEIGHT    -         -24.27 (meters)                     GEOID93
 AA3694  GEOID HEIGHT    -        -24.585 (meters)                     GEOID18
 AA3694  NAD 83(2011) X  - -2,039,816.981 (meters)                     COMP
 AA3694  NAD 83(2011) Y  - -4,668,180.646 (meters)                     COMP
 AA3694  NAD 83(2011) Z  -  3,826,423.144 (meters)                     COMP
 AA3694  LAPLACE CORR    -          2.13  (seconds)                    DEFLEC18
 AA3694
 AA3694  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3694  Standards:
 AA3694         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3694            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3694  -------------------------------------------------------------------
 AA3694  NETWORK    1.11   1.94           0.51   0.37   0.99     -0.08681119
 AA3694  -------------------------------------------------------------------
 AA3694  Click here for local accuracies and other accuracy information.
 AA3694
 AA3694.This mark is at St George Airport (SGU)
 AA3694
 AA3694.The horizontal coordinates were established by GPS observations
 AA3694.and adjusted by the National Geodetic Survey in June 2012.
 AA3694
 AA3694.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3694.been affixed to the stable North American tectonic plate. See 
 AA3694.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3694
 AA3694.The horizontal coordinates are valid at the epoch date displayed above
 AA3694.which is a decimal equivalence of Year/Month/Day.
 AA3694
 AA3694.The orthometric height was determined by GPS observations and a
 AA3694.high-resolution geoid model.
 AA3694
 AA3694.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3694.GEOID18 height accuracy estimate available here.
 AA3694
 AA3694.Click photographs - Photos may exist for this station.
 AA3694
 AA3694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3694
 AA3694.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3694
 AA3694.The ellipsoidal height was determined by GPS observations
 AA3694.and is referenced to NAD 83.
 AA3694
 AA3694. The following values were computed from the NAD 83(2011) position.
 AA3694
 AA3694;                    North         East     Units Scale Factor Converg.
 AA3694;SPC UT S     - 3,049,683.079   313,010.085   MT  1.00002301   -1 17 19.6
 AA3694;SPC UT S     -10,005,501.90  1,026,933.92   sFT  1.00002301   -1 17 19.6
 AA3694;UTM  12      - 4,108,624.864   268,619.123   MT  1.00025956   -1 34 15.5
 AA3694
 AA3694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3694!SPC UT S     -   0.99984862  x   1.00002301  =   0.99987163
 AA3694!UTM  12      -   0.99984862  x   1.00025956  =   1.00010814
 AA3694
 AA3694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG6861908624(NAD 83)
 AA3694
 AA3694                          SUPERSEDED SURVEY CONTROL
 AA3694
 AA3694  NAD 83(2007)-  37 05 43.35658(N)    113 36 12.57810(W) AD(2002.00) 0
 AA3694  ELLIP H (02/10/07)  964.780  (m)                       GP(2002.00)    
 AA3694  ELLIP H (11/14/01)  964.786  (m)                       GP(       ) 4 2
 AA3694  NAD 83(1994)-  37 05 43.35588(N)    113 36 12.57593(W) AD(       ) B
 AA3694  ELLIP H (04/21/95)  964.882  (m)                       GP(       ) 4 1
 AA3694
 AA3694.Superseded values are not recommended for survey control.
 AA3694
 AA3694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3694.See file dsdata.pdf to determine how the superseded data were derived.
 AA3694
 AA3694_MARKER: DD = SURVEY DISK
 AA3694_SETTING: 0 = UNSPECIFIED SETTING
 AA3694_STAMPING: BLACK SOUTH 1988
 AA3694_MARK LOGO: BLM
 AA3694_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3694+STABILITY: SURFACE MOTION
 AA3694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3694+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AA3694
 AA3694  HISTORY     - Date     Condition        Report By
 AA3694  HISTORY     - 1988     MONUMENTED       BLM
 AA3694  HISTORY     - 20071022 POOR             GEOCAC
 AA3694
 AA3694                          STATION DESCRIPTION
 AA3694
 AA3694'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1988
 AA3694'STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTHWEST OF ST GEORGE, 1 KM
 AA3694'(0.60 MI) WEST OF THE AIRPORT, ON THE SOUTH END OF A LONG MESA, IN THE
 AA3694'SOUTHWEST 1/4 OF SECTION 25, T 42 S, R 16 W.  OWNERSHIP--US BUREAU OF
 AA3694'LAND MANAGEMENT.  PRIVATED PROPERTY MAY BE CROSSED TO REACH THE
 AA3694'STATION. TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 AA3694'HIGHWAY 15 AND STATE HIGHWAY 18 (EXIT 6, BLUFF STREET) ON THE SOUTH
 AA3694'SIDE OF ST GEORGE, GO NORTHWEST ON HIGHWAY 18 (BLUFF STREET) FOR 3.15
 AA3694'KM (1.95 MI) TO A CROSS STREET.  CONTINUE AHEAD FOR 0.59 KM (0.35 MI)
 AA3694'TO A CROSS STREET.  TURN LEFT, WESTERLY, UP STEEP GRADE ON DON LEE
 AA3694'DRIVE FOR 0.31 KM (0.20 MI) TO A FORK.  BEAR LEFT, SOUTH, ON DON LEE
 AA3694'DRIVE FOR 0.18 KM (0.10 MI) TO A GRAVEL DRIVEWAY ON THE RIGHT ON THE
 AA3694'SOUTH SIDE OF THE RESIDENCE AT 365 (GRAY FRAME HOUSE).  TURN RIGHT ON
 AA3694'DRIVEWAY, THEN TRACK ROAD, SOUTHWEST, UP SIDE OF MESA FOR 0.27 KM
 AA3694'(0.15 MI) TO A FORK.  KEEP RIGHT, UPHILL, THEN ACROSS TOP OF MESA,
 AA3694'SOUTHERLY, ON ROUGH TRACK ROAD FOR 1.96 KM (1.20 MI) TO ROAD END AND
 AA3694'END OF TRUCK TRAVEL.  PACK SOUTH FOR 30 M (98.4 FT) TO THE STATION
 AA3694'ADJACENT TO A LINE OF LAVA ROCKS AT THE MESA EDGE. STATION MARK IS AN
 AA3694'ALUMINUM DISK ON AN ALUMINUM ROD DRIVEN TO REFUSAL, PROJECTING 1 CM
 AA3694'ABOVE GROUND.  IT IS 1.5 M (4.9 FT) NORTH OF THE LINE OF LAVA ROCKS,
 AA3694'AND 0.8 M (2.6 FT) EAST OF A FIBERGLASS WITNESS POST. DESCRIBED BY
 AA3694'G.R.HEID
 AA3694
 AA3694                          STATION RECOVERY (2007)
 AA3694
 AA3694'RECOVERY NOTE BY GEOCACHING 2007 (LRS)
 AA3694'BENCHMARK DISK IS LAYING LOOSE, NOT ATTACHED TO ANY ROD OR STRUCTURE.
 AA3694'THER IS A FIBERGLASS POST NEXT TO THE DISK.  THE DISK ITSELF IS IN
 AA3694'GOOD REPAIR AND IS USABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1089 ***********************************************************************
 LO1089  DESIGNATION -  BLACK TAIL
 LO1089  PID         -  LO1089
 LO1089  STATE/COUNTY-  UT/DUCHESNE
 LO1089  COUNTRY     -  US
 LO1089  USGS QUAD   -  BLACKTAIL MOUNTAIN (2017)
 LO1089
 LO1089                         *CURRENT SURVEY CONTROL
 LO1089  ______________________________________________________________________
 LO1089* NAD 83(1994) POSITION- 40 15 14.42131(N) 110 35 18.21954(W)   ADJUSTED
 LO1089* NAVD 88 ORTHO HEIGHT -  2318.5   (meters)     7607.    (feet) VERTCON3
 LO1089  ______________________________________________________________________
 LO1089  GEOID HEIGHT    -        -16.378 (meters)                     GEOID18
 LO1089  LAPLACE CORR    -         -6.47  (seconds)                    DEFLEC18
 LO1089  HORZ ORDER      -  FIRST
 LO1089
 LO1089.The horizontal coordinates were established by classical geodetic methods
 LO1089.and adjusted by the National Geodetic Survey in November 1997.
 LO1089
 LO1089.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1089
 LO1089.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1089.GEOID18 height accuracy estimate available here.
 LO1089
 LO1089.Click photographs - Photos may exist for this station.
 LO1089
 LO1089.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1089
 LO1089. The following values were computed from the NAD 83(1994) position.
 LO1089
 LO1089;                    North         East     Units Scale Factor Converg.
 LO1089;SPC UT C     - 2,213,628.144   577,549.199   MT  0.99992551   +0 35 02.2
 LO1089;SPC UT C     - 7,262,545.00  1,894,842.66   sFT  0.99992551   +0 35 02.2
 LO1089;UTM  12      - 4,456,031.257   535,004.058   MT  0.99961508   +0 15 57.5
 LO1089
 LO1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1089!SPC UT C     -   0.99963899  x   0.99992551  =   0.99956453
 LO1089!UTM  12      -   0.99963899  x   0.99961508  =   0.99925421
 LO1089
 LO1089:                Primary Azimuth Mark                     Grid Az
 LO1089:SPC UT C     -  BLACK TAIL AZ MK                         326 04 56.1
 LO1089:UTM  12      -  BLACK TAIL AZ MK                         326 24 00.8
 LO1089
 LO1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK3500456031(NAD 83)
 LO1089
 LO1089|---------------------------------------------------------------------|
 LO1089| PID    Reference Object                     Distance      Geod. Az  |
 LO1089|                                                           dddmmss.s |
 LO1089| CP4550 BLACK TAIL RM 2                       8.058 METERS 17900     |
 LO1089| CP4548 BLACK TAIL AZ MK                                   3263958.3 |
 LO1089| CP4549 BLACK TAIL RM 1                      13.755 METERS 33746     |
 LO1089|---------------------------------------------------------------------|
 LO1089
 LO1089                          SUPERSEDED SURVEY CONTROL
 LO1089
 LO1089  NAD 83(1993)-  40 15 14.42115(N)    110 35 18.21888(W) AD(       ) 1
 LO1089  NAD 83(1986)-  40 15 14.40391(N)    110 35 18.21106(W) AD(       ) 1
 LO1089  NAD 27      -  40 15 14.56800(N)    110 35 15.64410(W) AD(       ) 1
 LO1089  NGVD 29 (07/19/86) 2317.1    (m)         7602.     (f) VERT ANG       
 LO1089
 LO1089.Superseded values are not recommended for survey control.
 LO1089
 LO1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1089.See file dsdata.pdf to determine how the superseded data were derived.
 LO1089
 LO1089_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LO1089_SETTING: 66 = SET IN ROCK OUTCROP
 LO1089
 LO1089  HISTORY     - Date     Condition        Report By
 LO1089  HISTORY     - 1946     MONUMENTED       CGS
 LO1089  HISTORY     - 1962     GOOD             CGS
 LO1089  HISTORY     - 1963     GOOD             USGS
 LO1089
 LO1089                          STATION DESCRIPTION
 LO1089
 LO1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1089'THE STATION IS LOCATED ON A HIGH POINT PROTRUDING TO THE
 LO1089'SOUTH ON THE WEST END OF THE MOUNTAIN.  IT DROPS OFF ABRUPTLY
 LO1089'ON THE SOUTH SIDE ALSO ON THE SOUTHEAST AND SOUTHWEST MAKING
 LO1089'A POINT.  THERE IS HIGHER GROUND TO THE NORTH AND NORTHWEST.
 LO1089'THE STATION IS ABOUT 14 MILES AIRLINE EAST-NORTHEAST OF
 LO1089'FRUITLAND.  ABOUT 11.5 MILES AIRLINE NORTHWEST OF DUCHESNE, ABOUT
 LO1089'10.5 MILES AIRLINE SOUTHEAST OF TABIONA, ON A CEDAR COVERED
 LO1089'RIDGE, 34 PACES NORTH OF ABRUPT SOUTH BREAK OF RIDGE, 6
 LO1089'PACES SOUTHWEST OF A TRIANGLE BLAZED CEDAR, SET IN
 LO1089'OUTCROPPING BEDROCK WHICH PROJECTS 4 INCHES AND IS STAMPED.
 LO1089'BLACKTAIL 1946.
 LO1089'
 LO1089'REFERENCE MARK NO. 1 IS APPROXIMATELY 18 INCHES LOWER THAN
 LO1089'THE STATION, 11 PACES NORTH-NORTHWEST OF A TRIANGLE BLAZED
 LO1089'CEDAR TREE, SET IN OUTCROPPING BEDROCK WHICH PROJECTS 4 INCHES
 LO1089'AND IS STAMPED.  BLACKTAIL NO 1 1946.
 LO1089'
 LO1089'REFERENCE MARK NO. 2 IS APPROXIMATELY 18 INCHES LOWER THAN
 LO1089'THE STATION, 25 PACES NORTH OF THE ABRUPT SOUTH BREAK OF RIDGE,
 LO1089'15 PACES SOUTH-SOUTHWEST OF A TRIANGLE BLAZED CEDAR TREE,
 LO1089'SET IN OUTCROPPING BEDROCK FLUSH WITH GROUND SURFACE AND
 LO1089'STAMPED.  BLACKTAIL NO 2 1946
 LO1089'
 LO1089'THE AZIMUTH MARK IS ON A BOLD KNOLL, 14 PACES EAST OF A
 LO1089'TRIANGLE BLAZED 16 INCH CEDAR TREE, 3 FEET EAST OF A 3 FOOT ROCK
 LO1089'CAIRN, SET IN OUTCROPPING BEDROCK FLUSH WITH GROUND SURFACE
 LO1089'AND STAMPED.  BLACKTAIL 1946.
 LO1089'
 LO1089'TO REACH FROM POST OFFICE AT DUCHESNE.  GO WEST ON U.S. HIGHWAY
 LO1089'40 FOR 19.3 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT (N) AND
 LO1089'GO 7.9 MILES TO FORK.  TURN RIGHT ON TRACK ROAD AND GO 0.2
 LO1089'MILE TO FORK.  TURN LEFT AND GO 1.7 MILES TO FORK.  TURN RIGHT
 LO1089'AND GO 0.25 MILE TO STEEP HILL AND END OF TRUCK TRAVEL FOR
 LO1089'TWO WHEEL DRIVE VEHICLE.  IT TAKES APPROXIMATELY 2-1/2 HOURS
 LO1089'TO DRIVE TO STATION WITH A FOUR WHEEL DRIVE VEHICLE FROM
 LO1089'THIS POINT, THE ROAD BEING MERELY A SET OF TRACKS VERY ROUGH
 LO1089'AND HARD TO FOLLOW IN PLACES.  FROM THE END OF TRUCK TRAVEL.
 LO1089'FOLLOW MAIN TRACKS PASSING OVER RIDGE FOR 1.35 MILES TO
 LO1089'FORK.  TURN RIGHT AND GO 1.1 MILE TO ANOTHER STEEP RIDGE.
 LO1089'FOLLOW MAIN TRACKS FOR 4.4 MILES ACROSS BARE FLAT ROCKY
 LO1089'AREA.  BEAR RIGHT AND FOLLOW TRACKS ACROSS SAGE BRUSH AND
 LO1089'THROUGH CEDARS FOR 1.3 MILE.  AT THIS POINT TRACKS BEAR
 LO1089'LEFT (SE) FOLLOW THESE TRACKS FOR 1.3 MILE TO STATION AS
 LO1089'DESCRIBED ABOVE.  THIS STATION MAY BE PACKED IN
 LO1089'APPROXIMATELY 90 MINUTES BY LEAVING THE HIGHWAY AND
 LO1089'PICKING WAY ACROSS COUNTRY TO BASE OF MOUNTAIN AND END OF
 LO1089'TRUCK TRAVEL, THEN PICKING WAY TO SUMMIT AND STATION AS
 LO1089'DESCRIBED ABOVE.
 LO1089
 LO1089                          STATION RECOVERY (1962)
 LO1089
 LO1089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO1089'STATION RECOVERED AS DESCRIBED.  THE MARKS ARE IN GOOD CONDITION.
 LO1089'THE AZIMUTH MARK IS NOT ON A BALD KNOLL AS DESCRIBED IN 1946.
 LO1089'IT IS ON THE SOUTH SLOPE OF THE FIRST RIDGE TO THE NORTHWEST
 LO1089'AND MARKED BY A 3 FOOT CAIRN.  THE ROUTE TO THE STATION HAS
 LO1089'SOME CHANGES.  A COMPLETE TO REACH FOLLOWS.
 LO1089'
 LO1089'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY
 LO1089'35, IN DUCHESNE, GO WEST ON U.S. HIGHWAY 40 FOR 19.0 MILES
 LO1089'TO THE JUNCTION OF STATE HIGHWAY 208 ON THE RIGHT.  TURN
 LO1089'RIGHT ON HIGHWAY 208 AND GO 7.6 MILES TO A DIRT SIDE ROAD
 LO1089'RIGHT, JUST AFTER PASSING A SIGN STEEP GRADE NEXT 1 MILE.
 LO1089'TURN RIGHT AND FOLLOW THE MAIN ROAD FOR 2.1 MILES TO A STEEP
 LO1089'UPGRADE.  CONTINUE UPGRADE AND ON THE MAIN ROAD FOR 2.2 MILES
 LO1089'TO ANOTHER STEEP UPGRADE.  CONTINUE UPGRADE FOR 0.35 MILE TO A
 LO1089'WIRE GATE.  PASS THROUGH AND CONTINUE FOR 0.9 MILE TO A DETOUR TO
 LO1089'THE LEFT AROUND A ROCK.  CONTINUE ON THE MAIN ROAD FOR 3.1 MILES TO
 LO1089'A DIM CROSS ROAD.  CONTINUE AHEAD FOR 0.9 MILE TO A DIM
 LO1089'SIDE ROAD ON THE RIGHT AT THE BOTTOM OF A SMALL VALLEY.
 LO1089'TURN RIGHT AND FOLLOW DIM TRACK ROAD FOR 100 YARDS TO A
 LO1089'LARGE FLAT ROCK.  CROSS OVER ROCK, THEN BEAR LEFT
 LO1089'THROUGH OPEN COUNTRY FOR 0.5 MILE TO THE HIGHEST PART
 LO1089'OF THE RIDGE AND THE STATION.
 LO1089'
 LO1089'THE ROAD IS VERY ROUGH AFTER LEAVING THE HIGHWAY.  A FOUR
 LO1089'WHEEL DRIVE VEHICLE IS RECOMMENDED AS THERE ARE LARGE ROCKS AND
 LO1089'SANDY STRIPS TO CROSS OVER.
 LO1089
 LO1089                          STATION RECOVERY (1963)
 LO1089
 LO1089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LO1089'RECOVERED.
 LO1089'
 LO1089'STATION MARK--STANDARD DISK, STAMPED ---BLACKTAIL 1946---, SET IN
 LO1089'OUTCROPPING BEDROCK WHICH PROJECTS 4 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0698 ***********************************************************************
 HN0698  DESIGNATION -  BLACKBURN
 HN0698  PID         -  HN0698
 HN0698  STATE/COUNTY-  UT/KANE
 HN0698  COUNTRY     -  US
 HN0698  USGS QUAD   -  BLACKBURN CANYON (2017)
 HN0698
 HN0698                         *CURRENT SURVEY CONTROL
 HN0698  ______________________________________________________________________
 HN0698* NAD 83(1994) POSITION- 37 18 33.99717(N) 111 09 47.59455(W)   ADJUSTED
 HN0698* NAVD 88 ORTHO HEIGHT -  2301.3   (meters)     7550.    (feet) VERTCON3
 HN0698  ______________________________________________________________________
 HN0698  GEOID HEIGHT    -        -22.326 (meters)                     GEOID18
 HN0698  LAPLACE CORR    -          0.53  (seconds)                    DEFLEC18
 HN0698  HORZ ORDER      -  SECOND
 HN0698
 HN0698.The horizontal coordinates were established by classical geodetic methods
 HN0698.and adjusted by the National Geodetic Survey in November 1997.
 HN0698
 HN0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0698
 HN0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0698.GEOID18 height accuracy estimate available here.
 HN0698
 HN0698.Click photographs - Photos may exist for this station.
 HN0698
 HN0698.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0698
 HN0698. The following values were computed from the NAD 83(1994) position.
 HN0698
 HN0698;                    North         East     Units Scale Factor Converg.
 HN0698;SPC UT S     - 3,071,391.217   529,854.870   MT  0.99998539   +0 12 22.8
 HN0698;SPC UT S     -10,076,722.68  1,738,365.52   sFT  0.99998539   +0 12 22.8
 HN0698;UTM  12      - 4,129,213.346   485,536.322   MT  0.99960258   -0 05 56.2
 HN0698
 HN0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0698!SPC UT S     -   0.99964249  x   0.99998539  =   0.99962789
 HN0698!UTM  12      -   0.99964249  x   0.99960258  =   0.99924522
 HN0698
 HN0698:                Primary Azimuth Mark                     Grid Az
 HN0698:SPC UT S     -  BLACKBURN AZ MK                          305 29 26.1
 HN0698:UTM  12      -  BLACKBURN AZ MK                          305 47 45.1
 HN0698
 HN0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG8553629213(NAD 83)
 HN0698
 HN0698|---------------------------------------------------------------------|
 HN0698| PID    Reference Object                     Distance      Geod. Az  |
 HN0698|                                                           dddmmss.s |
 HN0698| CH2749 BLACKBURN RM 1                       14.412 METERS 15631     |
 HN0698| CH2750 BLACKBURN RM 2                       10.435 METERS 29255     |
 HN0698| CH2748 BLACKBURN AZ MK                                    3054148.9 |
 HN0698|---------------------------------------------------------------------|
 HN0698
 HN0698                          SUPERSEDED SURVEY CONTROL
 HN0698
 HN0698  NAD 83(1992)-  37 18 33.99336(N)    111 09 47.59429(W) AD(       ) 2
 HN0698  NAD 83(1986)-  37 18 33.99287(N)    111 09 47.59442(W) AD(       ) 2
 HN0698  NAD 27      -  37 18 34.02759(N)    111 09 45.02271(W) AD(       ) 2
 HN0698  NGVD 29 (07/19/86) 2300.1    (m)         7546.     (f) VERT ANG       
 HN0698
 HN0698.Superseded values are not recommended for survey control.
 HN0698
 HN0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0698.See file dsdata.pdf to determine how the superseded data were derived.
 HN0698
 HN0698_MARKER: DS = TRIANGULATION STATION DISK
 HN0698_SETTING: 66 = SET IN ROCK OUTCROP
 HN0698_STAMPING: BLACKBURN 1963
 HN0698_MARK LOGO: CGS
 HN0698_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0698+STABILITY: POSITION/ELEVATION WELL
 HN0698
 HN0698  HISTORY     - Date     Condition        Report By
 HN0698  HISTORY     - 1963     MONUMENTED       CGS
 HN0698
 HN0698                          STATION DESCRIPTION
 HN0698
 HN0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0698'THE STATION IS ON THE KAIPAROWITS PLATEAU, ABOUT 39-1/2 MILES
 HN0698'SOUTHEAST OF ESCALANTE, UTAH, 1-1/2 MILES SOUTHEAST OF BLACKBURN
 HN0698'CREEK, 14 MILES WEST-NORTHWEST OF HOLE-IN-THE-ROCK AND 2 MILES
 HN0698'SOUTHWEST OF THE NORTH RIM OF THE PLATEAU.
 HN0698'
 HN0698'TO REACH BY HELICOPTER FROM THE AIRSTRIP AT HOLE-IN-THE-ROCK,
 HN0698'GO WEST-NORTHWEST ON A TRUE COURSE OF 285 DEGREES FOR ABOUT 14
 HN0698'MILES TO A CLEARING ON THE PLATEAU AND THE STATION.
 HN0698'
 HN0698'THE STATION MARK, STAMPED BLACKBURN 1963, IS A STANDARD DISK
 HN0698'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 75 YARDS SOUTHEAST
 HN0698'OF THE CLEARING AND 22 FEET SOUTHWEST OF A METAL WITNESS POST
 HN0698'WITH SIGN.
 HN0698'
 HN0698'THE REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN DRILL HOLES
 HN0698'IN BEDROCK, STAMPED BLACKBURN NO 1 1963 AND BLACKBURN NO 2 1963
 HN0698'RESPECTIVELY.
 HN0698'
 HN0698'THE AZIMUTH MARK, STAMPED BLACKBURN 1963, IS A STANDARD DISK
 HN0698'CEMENTED IN A DRILL HOLE IN A ROUNDED BOULDER WITH A TRIANGLE
 HN0698'CHISELED IN THE NORTHEAST SIDE.  THIS IS ABOUT A 15 MINUTE
 HN0698'PACK NORTHWESTERLY FROM THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0572 ***********************************************************************
 JM0572  DESIGNATION -  BLADE RESET
 JM0572  PID         -  JM0572
 JM0572  STATE/COUNTY-  UT/GRAND
 JM0572  COUNTRY     -  US
 JM0572  USGS QUAD   -  MERRIMAC BUTTE (2017)
 JM0572
 JM0572                         *CURRENT SURVEY CONTROL
 JM0572  ______________________________________________________________________
 JM0572* NAD 83(1994) POSITION- 38 44 59.34956(N) 109 44 40.72521(W)   ADJUSTED
 JM0572* NAVD 88 ORTHO HEIGHT -  1383.    (meters)     4537.    (feet) VERTCON3
 JM0572  ______________________________________________________________________
 JM0572  GEOID HEIGHT    -        -20.729 (meters)                     GEOID18
 JM0572  LAPLACE CORR    -          0.61  (seconds)                    DEFLEC18
 JM0572  HORZ ORDER      -  SECOND
 JM0572
 JM0572.The horizontal coordinates were established by classical geodetic methods
 JM0572.and adjusted by the National Geodetic Survey in November 1997.
 JM0572
 JM0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0572
 JM0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0572.GEOID18 height accuracy estimate available here.
 JM0572
 JM0572.Click photographs - Photos may exist for this station.
 JM0572
 JM0572.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0572
 JM0572. The following values were computed from the NAD 83(1994) position.
 JM0572
 JM0572;                    North         East     Units Scale Factor Converg.
 JM0572;SPC UT C     - 2,047,737.251   652,595.929   MT  1.00007653   +1 07 28.0
 JM0572;SPC UT C     - 6,718,284.63  2,141,058.48   sFT  1.00007653   +1 07 28.0
 JM0572;UTM  12      - 4,289,762.436   609,086.988   MT  0.99974654   +0 47 09.0
 JM0572
 JM0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0572!SPC UT C     -   0.99978630  x   1.00007653  =   0.99986282
 JM0572!UTM  12      -   0.99978630  x   0.99974654  =   0.99953290
 JM0572
 JM0572:                Primary Azimuth Mark                     Grid Az
 JM0572:SPC UT C     -  AIRPORT BCN CANYONLANDS APT              003 28 42.0
 JM0572:UTM  12      -  AIRPORT BCN CANYONLANDS APT              003 49 01.0
 JM0572
 JM0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH0908689762(NAD 83)
 JM0572
 JM0572|---------------------------------------------------------------------|
 JM0572| PID    Reference Object                     Distance      Geod. Az  |
 JM0572|                                                           dddmmss.s |
 JM0572| JM0559 AIRPORT BCN CANYONLANDS APT         APPROX. 1.2 KM 0043610.0 |
 JM0572| CM6082 BLADE RM 1                           11.172 METERS 07001     |
 JM0572| CM6081 BLADE AZ MK                                        1024201.8 |
 JM0572| CM6084 BLADE RM 3                           13.339 METERS 16010     |
 JM0572| CM6083 BLADE RM 2                           13.328 METERS 16016     |
 JM0572| JM0558 CANYONLANDS AIRPORT ARP STA B        69.363 METERS 28707     |
 JM0572| CM6085 BLADE RP 1                           36.393 METERS 32330     |
 JM0572|---------------------------------------------------------------------|
 JM0572
 JM0572                          SUPERSEDED SURVEY CONTROL
 JM0572
 JM0572  NAD 83(1986)-  38 44 59.33695(N)    109 44 40.72351(W) AD(       ) 2
 JM0572  NAD 27      -  38 44 59.42000(N)    109 44 38.28600(W) AD(       ) 2
 JM0572  NGVD 29 (07/19/86) 1382.     (m)         4534.     (f) VERT ANG       
 JM0572
 JM0572.Superseded values are not recommended for survey control.
 JM0572
 JM0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0572.See file dsdata.pdf to determine how the superseded data were derived.
 JM0572
 JM0572_MARKER: DS = TRIANGULATION STATION DISK
 JM0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0572_STAMPING: BLADE 1937 1972
 JM0572_MARK LOGO: CGS
 JM0572_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JM0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0572+STABILITY: SURFACE MOTION
 JM0572
 JM0572  HISTORY     - Date     Condition        Report By
 JM0572  HISTORY     - 1972     MONUMENTED       NGS
 JM0572  HISTORY     - 1976     GOOD             NGS
 JM0572  HISTORY     - 1980     POOR             NGS
 JM0572  HISTORY     - 19940114 GOOD             LOCENG
 JM0572  HISTORY     - 20091123 POOR             GEOCAC
 JM0572
 JM0572                          STATION DESCRIPTION
 JM0572
 JM0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JM0572'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND RESET
 JM0572'BY UNKNOWN FORCES.  THE DISKS HAD BEEN BROKEN FROM THE OLD
 JM0572'MONUMENTS WHICH WERE GRADED OUT AND PLACED IN NEW MONUMENTS.
 JM0572'THE UNDERGROUND STATION MARK MAY HAVE BEEN MOVED ALSO AS
 JM0572'THE ANGLE TO THE AZIMUTH MARK FAILED.  THE STATION WAS REBUILT
 JM0572'OVER THE UNDERGROUND MARK AND RESURVEYED FROM THE NATIONAL
 JM0572'NET.  A NEW DESCRIPTION FOLLOWS.
 JM0572'
 JM0572'THE STATION MARK IS A NGS DISK STAMPED, BLADE 1937 1972.
 JM0572'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 JM0572'PROJECTS 4 INCHES.  IT IS 119-1/2 FEET SOUTHEAST OF A RAILROAD
 JM0572'SPIKE WHICH IS DRIVEN AT THE SOUTH CENTERLINE OF THE CANYONLANDS
 JM0572'AIRPORT RUNWAY, 98 FEET SOUTH OF THE LINE OF BLUE LIGHTS.
 JM0572'
 JM0572'REFERENCE MARK 3 IS AN ORIGINAL DISK WHICH IS STAMPED, BLADE 1937
 JM0572'1972 NO 3.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT
 JM0572'WHICH PROJECTS ABOUT 1 INCH.  141 FEET SOUTH OF THE ROW OF
 JM0572'BLUE LIGHTS AND ABOUT THE SAME ELEVATION AS THE STATION.
 JM0572'
 JM0572'AP STA B IS SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT
 JM0572'74-1/2 FEET WEST OF THE SOUTHWEST CORNER OF THE RUNWAY.
 JM0572'
 JM0572'RP 1 IS A RAILROAD SPIKE WITH A CROSS ON TOP.  IT IS DRIVEN
 JM0572'FLUSH WITH THE SOUTH CENTERLINE OF THE RUNWAY.
 JM0572'
 JM0572'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, BLADE 1937.  IT IS
 JM0572'SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WITH A CHIP
 JM0572'ON THE WEST SIDE.  102 FEET NORTH OF THE CENTER OF A DIRT
 JM0572'ROAD, 42 FEET WEST OF THE CENTERLINE OF U.S. 163 AND 2 FEET NORTH
 JM0572'OF A WITNESS POST AND SIGN.
 JM0572'
 JM0572'TO REACH THE STATION FROM MAIN AND EAST CENTER STREETS IN MOAB,
 JM0572'GO NORTH ALONG U.S. HIGHWAY 163 FOR 16.95 MILES TO BRIDGE
 JM0572'OVER KLONDYKE WASH, CONTINUE NORTH FOR 0.45 MILE TO A SIDE
 JM0572'ROAD LEFT AND THE AZIMUTH ON THE LEFT.  TURN LEFT FOR 0.2
 JM0572'MILE TO A DIM SIDE ROAD RIGHT.  TURN RIGHT FOR 0.15 MILE TO
 JM0572'TOP OF LOW RISE AND STATION.  VISITORS SHOULD WALK THE LAST
 JM0572'0.15 MILE DUE TO LOW FLYING AIRCRAFT.
 JM0572'
 JM0572'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JM0572'
 JM0572'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17 MILES
 JM0572'NORTHWEST OF MOAB
 JM0572
 JM0572                          STATION RECOVERY (1976)
 JM0572
 JM0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 JM0572'THE STATION, RM 3, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 JM0572'CONDITION AS DESCRIBED BY L. F. SMITH IN 1972.
 JM0572'
 JM0572'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CANYONLANDS
 JM0572'FIELD (AIRPORT).
 JM0572
 JM0572                          STATION RECOVERY (1980)
 JM0572
 JM0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EEE)
 JM0572'STATION MARK, AZIMUTH MARK, AND REFERENCE MARK NO. 3 WERE
 JM0572'RECOVERED AS DESCRIBED BY LFS IN 1972.  THE STATION MARK HAS BEEN
 JM0572'DISTURBED SLIGHTLY.  GROUND HEAVE IS THE APPARENT CAUSE OF THE
 JM0572'DISTURBANCE.
 JM0572'
 JM0572'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17 MILES NW OF
 JM0572'MOAB.
 JM0572
 JM0572                          STATION RECOVERY (1994)
 JM0572
 JM0572'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (WEK)
 JM0572'USED IN GPS SURVEY, PHOTO MAPPING OF MOAB SLOUGH.  FOUND STATION
 JM0572'LEANING SLIGHTLY TO EAST.  FOUND RM 3 ONLY.  DID NOT HAVE DRIVE TO
 JM0572'DESCRIPTION FOUND BY TOPO.
 JM0572
 JM0572                          STATION RECOVERY (2009)
 JM0572
 JM0572'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0572'STATION POST IS STILL MOVING.  RM 3 APPEARS TO BE THE 1937 RM
 JM0572'1 DISK THAT WAS MOVED, RE-USED, AND OVER-STAMPED. A RR STYLE LONG NAIL
 JM0572'WAS FOUND AT THE CALL DISTANCE FOR RP 1, BUT IT HAS BEEN PULLED OUT OF
 JM0572'THE ABANDONED RUNWAY.  REFERENCE OBJECT JM0558 CANYONLANDS AIRPORT ARP
 JM0572'STA B WAS FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0530 ***********************************************************************
 HM0530  DESIGNATION -  BLANDING MINLAND TEL MW MAST
 HM0530  PID         -  HM0530
 HM0530  STATE/COUNTY-  UT/SAN JUAN
 HM0530  COUNTRY     -  US
 HM0530  USGS QUAD   -  BLANDING SOUTH (2017)
 HM0530
 HM0530                         *CURRENT SURVEY CONTROL
 HM0530  ______________________________________________________________________
 HM0530* NAD 83(1994) POSITION- 37 37 18.15825(N) 109 28 26.61942(W)   ADJUSTED
 HM0530  ______________________________________________________________________
 HM0530  GEOID HEIGHT    -        -19.845 (meters)                     GEOID18
 HM0530  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 HM0530  HORZ ORDER      -  THIRD
 HM0530
 HM0530.The horizontal coordinates were established by classical geodetic methods
 HM0530.and adjusted by the National Geodetic Survey in November 1997.
 HM0530
 HM0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0530.GEOID18 height accuracy estimate available here.
 HM0530
 HM0530.Click photographs - Photos may exist for this station.
 HM0530
 HM0530.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0530
 HM0530. The following values were computed from the NAD 83(1994) position.
 HM0530
 HM0530;                    North         East     Units Scale Factor Converg.
 HM0530;SPC UT S     - 3,107,930.924   678,831.398   MT  0.99995529   +1 14 28.6
 HM0530;SPC UT S     -10,196,603.37  2,227,132.68   sFT  0.99995529   +1 14 28.6
 HM0530;UTM  12      - 4,164,939.185   634,662.734   MT  0.99982336   +0 55 53.9
 HM0530
 HM0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3466264939(NAD 83)
 HM0530
 HM0530                          SUPERSEDED SURVEY CONTROL
 HM0530
 HM0530  NAD 83(1986)-  37 37 18.14769(N)    109 28 26.62184(W) AD(       ) 3
 HM0530  NAD 27      -  37 37 18.15620(N)    109 28 24.18600(W) AD(       ) 3
 HM0530
 HM0530.Superseded values are not recommended for survey control.
 HM0530
 HM0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0530.See file dsdata.pdf to determine how the superseded data were derived.
 HM0530
 HM0530_MARKER: 44 = MICROWAVE MAST
 HM0530
 HM0530  HISTORY     - Date     Condition        Report By
 HM0530  HISTORY     - 1966     FIRST OBSERVED   CGS
 HM0530
 HM0530                          STATION DESCRIPTION
 HM0530
 HM0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JCC)
 HM0530'THE MAST, 160 FEET IN HEIGHT, IS A STEEL MICROWAVE MAST
 HM0530'LOCATED IN SOUTHEAST BLANDING, ABOUT 300 FEET NORTHEAST OF
 HM0530'THE INTERSECTION OF 300 SOUTH STREET AND 200 EAST STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0531 ***********************************************************************
 HM0531  DESIGNATION -  BLANDING MUN AIRPORT BEACON
 HM0531  PID         -  HM0531
 HM0531  STATE/COUNTY-  UT/SAN JUAN
 HM0531  COUNTRY     -  US
 HM0531  USGS QUAD   -  BLANDING SOUTH (2017)
 HM0531
 HM0531                         *CURRENT SURVEY CONTROL
 HM0531  ______________________________________________________________________
 HM0531* NAD 83(1994) POSITION- 37 34 56.62493(N) 109 28 49.64261(W)   ADJUSTED
 HM0531  ______________________________________________________________________
 HM0531  GEOID HEIGHT    -        -20.072 (meters)                     GEOID18
 HM0531  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 HM0531  HORZ ORDER      -  THIRD
 HM0531
 HM0531.This mark is at Blanding Airport (BDG)
 HM0531
 HM0531.The horizontal coordinates were established by classical geodetic methods
 HM0531.and adjusted by the National Geodetic Survey in November 1997.
 HM0531
 HM0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0531.GEOID18 height accuracy estimate available here.
 HM0531
 HM0531.Click photographs - Photos may exist for this station.
 HM0531
 HM0531.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0531
 HM0531. The following values were computed from the NAD 83(1994) position.
 HM0531
 HM0531;                    North         East     Units Scale Factor Converg.
 HM0531;SPC UT S     - 3,103,556.411   678,361.187   MT  0.99995746   +1 14 14.5
 HM0531;SPC UT S     -10,182,251.33  2,225,589.99   sFT  0.99995746   +1 14 14.5
 HM0531;UTM  12      - 4,160,567.866   634,168.925   MT  0.99982173   +0 55 36.9
 HM0531
 HM0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3416860567(NAD 83)
 HM0531
 HM0531                          SUPERSEDED SURVEY CONTROL
 HM0531
 HM0531  NAD 83(1986)-  37 34 56.61425(N)    109 28 49.64490(W) AD(       ) 3
 HM0531  NAD 27      -  37 34 56.61332(N)    109 28 47.20876(W) AD(       ) 3
 HM0531
 HM0531.Superseded values are not recommended for survey control.
 HM0531
 HM0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0531.See file dsdata.pdf to determine how the superseded data were derived.
 HM0531
 HM0531_MARKER: 21 = AIRPORT BEACON
 HM0531
 HM0531  HISTORY     - Date     Condition        Report By
 HM0531  HISTORY     - 1966     FIRST OBSERVED   CGS
 HM0531  HISTORY     - 19910514 GOOD             NGS
 HM0531
 HM0531                          STATION DESCRIPTION
 HM0531
 HM0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JCC)
 HM0531'THE BEACON IS ON THE TOP OF A 50 STEEL TOWER THAT IS LOCATED
 HM0531'2.9 MILES SOUTH OF BLANDING, 1000 FEET WEST OF STATE HIGHWAY
 HM0531'47 AND 500 FEET EAST OF THE RUNWAY.
 HM0531
 HM0531                          STATION RECOVERY (1991)
 HM0531
 HM0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (NGS)
 HM0531'THE STATION IS LOCATED AT THE BLANDING MUNICIPAL AIRPORT NE OF THE
 HM0531'TERMINAL BUILDING.  IT IS ON HIGH GROUND EAST OF THE RAMP AREA AND THE
 HM0531'HANGARS.  THE STATION IS THE SHAFT OF THE DOUBLE ROTATING BEACON
 HM0531'MOUNTED ATOP A STRUCTURAL STEEL TOWER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0534 ***********************************************************************
 HM0534  DESIGNATION -  BLANDING RADIO STA KUTA MAST
 HM0534  PID         -  HM0534
 HM0534  STATE/COUNTY-  UT/SAN JUAN
 HM0534  COUNTRY     -  US
 HM0534  USGS QUAD   -  BLANDING NORTH (2017)
 HM0534
 HM0534                         *CURRENT SURVEY CONTROL
 HM0534  ______________________________________________________________________
 HM0534* NAD 83(1994) POSITION- 37 39 46.79346(N) 109 27 13.82064(W)   ADJUSTED
 HM0534  ______________________________________________________________________
 HM0534  GEOID HEIGHT    -        -19.624 (meters)                     GEOID18
 HM0534  LAPLACE CORR    -         -5.40  (seconds)                    DEFLEC18
 HM0534  HORZ ORDER      -  THIRD
 HM0534
 HM0534.The horizontal coordinates were established by classical geodetic methods
 HM0534.and adjusted by the National Geodetic Survey in November 1997.
 HM0534
 HM0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0534.GEOID18 height accuracy estimate available here.
 HM0534
 HM0534.Click photographs - Photos may exist for this station.
 HM0534
 HM0534.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0534
 HM0534. The following values were computed from the NAD 83(1994) position.
 HM0534
 HM0534;                    North         East     Units Scale Factor Converg.
 HM0534;SPC UT S     - 3,112,550.976   680,515.863   MT  0.99995352   +1 15 13.2
 HM0534;SPC UT S     -10,211,760.99  2,232,659.13   sFT  0.99995352   +1 15 13.2
 HM0534;UTM  12      - 4,169,549.489   636,371.889   MT  0.99982907   +0 56 41.5
 HM0534
 HM0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3637169549(NAD 83)
 HM0534
 HM0534                          SUPERSEDED SURVEY CONTROL
 HM0534
 HM0534  NAD 83(1986)-  37 39 46.78158(N)    109 27 13.82327(W) AD(       ) 3
 HM0534  NAD 27      -  37 39 46.79840(N)    109 27 11.38600(W) AD(       ) 3
 HM0534
 HM0534.Superseded values are not recommended for survey control.
 HM0534
 HM0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0534.See file dsdata.pdf to determine how the superseded data were derived.
 HM0534
 HM0534_MARKER: 42 = RADIO/TV MAST
 HM0534
 HM0534  HISTORY     - Date     Condition        Report By
 HM0534  HISTORY     - 1966     FIRST OBSERVED   CGS
 HM0534  HISTORY     - 1985     GOOD             USPSQD
 HM0534  HISTORY     - 19850615 GOOD             NGS
 HM0534
 HM0534                          STATION DESCRIPTION
 HM0534
 HM0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JCC)
 HM0534'STATION IS THE TOP OF A 265 FOOT HIGH, STEEL MAST THAT IS
 HM0534'LOCATED ABOUT 3.0 MILES NORTH NORTHWEST OF BLANDING AND
 HM0534'0.2 MILE WEST OF STATE HIGHWAY 47.
 HM0534
 HM0534                          STATION RECOVERY (1985)
 HM0534
 HM0534'RECOVERY NOTE BY US POWER SQUADRON 1985 (EWP)
 HM0534'RECOVERED IN GOOD CONDITION.
 HM0534
 HM0534                          STATION RECOVERY (1985)
 HM0534
 HM0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 HM0534'THE STATION IS A RADIO MAST.  THE MAST WAS RECOVERED IN GOOD CONDITION
 HM0534'AND THE DESCRIPTION WAS GOOD WITH THE FOLLOWING ADDITION.  THE MAST
 HM0534'HAS RED AND WHITE SECTIONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3664 ***********************************************************************
 AA3664  CBN         -  This is a Cooperative Base Network Control Station.
 AA3664  PACS        -  This is a Primary Airport Control Station.
 AA3664  DESIGNATION -  BLANDPORT
 AA3664  PID         -  AA3664
 AA3664  STATE/COUNTY-  UT/SAN JUAN
 AA3664  COUNTRY     -  US
 AA3664  USGS QUAD   -  BLANDING SOUTH (2017)
 AA3664
 AA3664                         *CURRENT SURVEY CONTROL
 AA3664  ______________________________________________________________________
 AA3664* NAD 83(2011) POSITION- 37 34 52.52664(N) 109 28 59.13597(W)   ADJUSTED
 AA3664* NAD 83(2011) ELLIP HT-  1749.337 (meters)        (06/27/12)   ADJUSTED
 AA3664* NAD 83(2011) EPOCH   -  2010.00
 AA3664* NAVD 88 ORTHO HEIGHT -  1769.33  (meters)     5804.9   (feet) GPS OBS
 AA3664  ______________________________________________________________________
 AA3664  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3664  GEOID HEIGHT    -         -19.80 (meters)                     GEOID93
 AA3664  GEOID HEIGHT    -        -20.075 (meters)                     GEOID18
 AA3664  NAD 83(2011) X  - -1,688,420.916 (meters)                     COMP
 AA3664  NAD 83(2011) Y  - -4,772,428.527 (meters)                     COMP
 AA3664  NAD 83(2011) Z  -  3,869,782.020 (meters)                     COMP
 AA3664  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 AA3664
 AA3664  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3664  Standards:
 AA3664         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3664            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3664  -------------------------------------------------------------------
 AA3664  NETWORK    0.84   1.43           0.39   0.27   0.73     -0.15403721
 AA3664  -------------------------------------------------------------------
 AA3664  Click here for local accuracies and other accuracy information.
 AA3664
 AA3664.This mark is at Blanding Airport (BDG)
 AA3664
 AA3664.The horizontal coordinates were established by GPS observations
 AA3664.and adjusted by the National Geodetic Survey in June 2012.
 AA3664
 AA3664.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3664.been affixed to the stable North American tectonic plate. See 
 AA3664.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3664
 AA3664.The horizontal coordinates are valid at the epoch date displayed above
 AA3664.which is a decimal equivalence of Year/Month/Day.
 AA3664
 AA3664.The orthometric height was determined by GPS observations and a
 AA3664.high-resolution geoid model.
 AA3664
 AA3664.GPS derived orthometric heights for airport stations designated as
 AA3664.PACS or SACS are published to 2 decimal places.  This maintains
 AA3664.centimeter relative accuracy between the PACS and SACS.  It does
 AA3664.not indicate centimeter accuracy relative to other marks which are
 AA3664.part of the published vertical control network.
 AA3664
 AA3664.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3664.GEOID18 height accuracy estimate available here.
 AA3664
 AA3664.Click photographs - Photos may exist for this station.
 AA3664
 AA3664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3664
 AA3664.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3664
 AA3664.The ellipsoidal height was determined by GPS observations
 AA3664.and is referenced to NAD 83.
 AA3664
 AA3664. The following values were computed from the NAD 83(2011) position.
 AA3664
 AA3664;                    North         East     Units Scale Factor Converg.
 AA3664;SPC UT S     - 3,103,425.069   678,131.050   MT  0.99995753   +1 14 08.6
 AA3664;SPC UT S     -10,181,820.41  2,224,834.95   sFT  0.99995753   +1 14 08.6
 AA3664;UTM  12      - 4,160,437.790   633,938.112   MT  0.99982097   +0 55 31.0
 AA3664
 AA3664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3664!SPC UT S     -   0.99972557  x   0.99995753  =   0.99968311
 AA3664!UTM  12      -   0.99972557  x   0.99982097  =   0.99954659
 AA3664
 AA3664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3393860437(NAD 83)
 AA3664
 AA3664                          SUPERSEDED SURVEY CONTROL
 AA3664
 AA3664  NAD 83(2007)-  37 34 52.52609(N)    109 28 59.13658(W) AD(2002.00) 0
 AA3664  ELLIP H (02/10/07) 1749.356  (m)                       GP(2002.00)    
 AA3664  ELLIP H (11/14/01) 1749.380  (m)                       GP(       ) 4 2
 AA3664  NAD 83(1994)-  37 34 52.52559(N)    109 28 59.13637(W) AD(       ) B
 AA3664  ELLIP H (04/21/95) 1749.448  (m)                       GP(       ) 4 1
 AA3664
 AA3664.Superseded values are not recommended for survey control.
 AA3664
 AA3664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3664.See file dsdata.pdf to determine how the superseded data were derived.
 AA3664
 AA3664_MARKER: I = METAL ROD
 AA3664_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3664_STAMPING: BLANDPORT 1988
 AA3664_MARK LOGO: NGS
 AA3664_PROJECTION: FLUSH
 AA3664_MAGNETIC: I = MARKER IS A STEEL ROD
 AA3664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3664+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1993
 AA3664_ROD/PIPE-DEPTH: 3.35 meters
 AA3664_SLEEVE-DEPTH  : 0.9 meters
 AA3664
 AA3664  HISTORY     - Date     Condition        Report By
 AA3664  HISTORY     - 1988     MONUMENTED       NGS
 AA3664  HISTORY     - 19931031 GOOD             NGS
 AA3664
 AA3664                          STATION DESCRIPTION
 AA3664
 AA3664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 AA3664'STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTH OF BLANDING, 0.5 KM
 AA3664'(0.30 MI) WEST OF US HIGHWAY 191, AT THE BLANDING MUNICIPAL AIRPORT,
 AA3664'AT THE JUNCTION OF THE RUNWAY AND THE TAXI, IN THE SOUTHEAST 1/4 OF
 AA3664'SECTION 10. T 37 S, R 22.  OWNERSHIP--CITY OF BLANDING, CITY BUILDING,
 AA3664'50 WEST 100 SOUTH, BLANDING, UT 84511.  AIRPORT MANAGER IS JOHN HUNT,
 AA3664'PHONE 801-678-3222. TO REACH FROM THE JUNCTION OF MAIN AND CENTER
 AA3664'STREETS IN BLANDING (WHERE HIGHWAY 191 MAKES A SHARP TURN), GO SOUTH
 AA3664'ON MAIN STREET (HIGHWAY 191) FOR 4.96 KM (3.10 MI) TO A PAVED ROAD
 AA3664'RIGHT.  TURN RIGHT, WEST, ON THE AIRPORT ENTRANCE ROAD FOR 0.30 KM
 AA3664'(0.20 MI) TO A LOCKED GATE ON THE RIGHT.  TURN RIGHT, PASSING THROUGH
 AA3664'GATE, THEN TURN LEFT, WEST, ON APRON, THEN TAXI FOR 0.45 KM (0.25 MI)
 AA3664'TO THE RUNWAY AND STATION ON THE LEFT. STATION MARK IS A PUNCH HOLE ON
 AA3664'A STEEL ROD ENCASED IN A PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST
 AA3664'10-CM BELOW GROUND.  IT IS 17.5 M (57.4 FT) EAST OF THE RUNWAY CENTER,
 AA3664'16.0 M (52.5 FT) SOUTH OF THE TAXI CENTER, 5.2 M (17.1 FT)
 AA3664'NORTH-NORTHEAST OF THE EAST ONE OF TWO TAXI LIGHTS, 3.3 M (10.8 FT)
 AA3664'SOUTHEAST OF THE PAVEMENT CURVE, 36.8 M (120.7 FT) NORTHWEST OF THE
 AA3664'SOUTHWEST CORNER OF THE APRON AT A FENCE CORNER, AND 19.9 M (65.3 FT)
 AA3664'WEST OF THE SOUTHWEST CORNER OF THE CONCRETE PAD SUPPORTING THE
 AA3664'ILLUMINATED 35-17 SIGN. DESCRIBED BY G.R.HEID
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1122 ***********************************************************************
 LO1122  DESIGNATION -  BLIND STREAM
 LO1122  PID         -  LO1122
 LO1122  STATE/COUNTY-  UT/DUCHESNE
 LO1122  COUNTRY     -  US
 LO1122  USGS QUAD   -  TWOROOSE PASS (2017)
 LO1122
 LO1122                         *CURRENT SURVEY CONTROL
 LO1122  ______________________________________________________________________
 LO1122* NAD 83(1994) POSITION- 40 31 25.72326(N) 110 43 46.15188(W)   ADJUSTED
 LO1122* NAVD 88 ORTHO HEIGHT -  3447.9   (meters)    11312.    (feet) VERTCON3
 LO1122  ______________________________________________________________________
 LO1122  GEOID HEIGHT    -        -13.577 (meters)                     GEOID18
 LO1122  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC18
 LO1122  HORZ ORDER      -  FIRST
 LO1122
 LO1122.The horizontal coordinates were established by classical geodetic methods
 LO1122.and adjusted by the National Geodetic Survey in November 1997.
 LO1122
 LO1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1122
 LO1122.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1122.GEOID18 height accuracy estimate available here.
 LO1122
 LO1122.Click photographs - Photos may exist for this station.
 LO1122
 LO1122.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1122
 LO1122. The following values were computed from the NAD 83(1994) position.
 LO1122
 LO1122;                    North         East     Units Scale Factor Converg.
 LO1122;SPC UT C     - 2,243,472.404   565,288.898   MT  0.99997105   +0 29 36.9
 LO1122;SPC UT C     - 7,360,459.05  1,854,618.66   sFT  0.99997105   +0 29 36.9
 LO1122;UTM  12      - 4,485,933.014   522,913.548   MT  0.99960646   +0 10 32.8
 LO1122
 LO1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1122!SPC UT C     -   0.99946155  x   0.99997105  =   0.99943261
 LO1122!UTM  12      -   0.99946155  x   0.99960646  =   0.99906822
 LO1122
 LO1122:                Primary Azimuth Mark                     Grid Az
 LO1122:SPC UT C     -  BLIND STREAM AZ MK                       239 29 57.5
 LO1122:UTM  12      -  BLIND STREAM AZ MK                       239 49 01.6
 LO1122
 LO1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK2291385933(NAD 83)
 LO1122
 LO1122|---------------------------------------------------------------------|
 LO1122| PID    Reference Object                     Distance      Geod. Az  |
 LO1122|                                                           dddmmss.s |
 LO1122| CP4559 BLIND STREAM RM 1                    10.369 METERS 12135     |
 LO1122| CP4560 BLIND STREAM RM 2                     9.969 METERS 22152     |
 LO1122| CP4558 BLIND STREAM AZ MK                                 2395934.4 |
 LO1122|---------------------------------------------------------------------|
 LO1122
 LO1122                          SUPERSEDED SURVEY CONTROL
 LO1122
 LO1122  NAD 83(1993)-  40 31 25.72279(N)    110 43 46.15143(W) AD(       ) 1
 LO1122  NAD 83(1986)-  40 31 25.70723(N)    110 43 46.14097(W) AD(       ) 1
 LO1122  NAD 27      -  40 31 25.90800(N)    110 43 43.55400(W) AD(       ) 1
 LO1122  NGVD 29 (07/19/86) 3446.3    (m)        11307.     (f) VERT ANG       
 LO1122
 LO1122.Superseded values are not recommended for survey control.
 LO1122
 LO1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1122.See file dsdata.pdf to determine how the superseded data were derived.
 LO1122
 LO1122_MARKER: DS = TRIANGULATION STATION DISK
 LO1122_SETTING: 80 = SET IN A BOULDER
 LO1122_STAMPING: BLIND STREAM 1946
 LO1122_MARK LOGO: CGS
 LO1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1122+STABILITY: SURFACE MOTION
 LO1122
 LO1122  HISTORY     - Date     Condition        Report By
 LO1122  HISTORY     - 1946     MONUMENTED       CGS
 LO1122  HISTORY     - 1966     GOOD             USGS
 LO1122
 LO1122                          STATION DESCRIPTION
 LO1122
 LO1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1122'THE STATION IS LOCATED ON THE NORTHERLY OF TWO ROUND BALD
 LO1122'PEAKS, OR SMALL MESA EAST OF BLIND STREAM AND SOUTH OF THE
 LO1122'SOUTH FORK OF ROCK CREEK, ABOUT 11 MILES AIRLINE NORTH-NORTHWEST
 LO1122'OF TABIONA AND ABOUT 5.5 MILES NORTHEAST OF THE SMALL VILLAGE
 LO1122'OF HANNA, ON THE NORTH EDGE OF MESA ABOUT 50 YARDS EAST OF
 LO1122'HIGHEST POINT, 8 FEET SOUTH OF THE NORTH BRIM, SET FLUSH AND
 LO1122'IS STAMPED BLIND STREAM 1946.
 LO1122'
 LO1122'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN
 LO1122'STATION, 10 FEET SOUTH OF THE NORTH BRIM, PROJECTS 5 INCHES AND
 LO1122'IS STAMPED BLIND STREAM NO 1 1946.
 LO1122'
 LO1122'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 INCHES LOWER THAN
 LO1122'STATION, ABOUT 50 YARDS EAST OF THE HIGHEST POINT, 40 FEET
 LO1122'SOUTH OF THE NORTH BRIM, PROJECTS 6 INCHES AND IS STAMPED
 LO1122'BLIND STREAM NO 2 1946.
 LO1122'
 LO1122'THE AZIMUTH MARK IS IN A SADDLE AT THE SOUTH END OF A FLAT
 LO1122'BETWEEN THE TWO PEAKS ABOUT 40 PACES NORTH OF THE BASE OF
 LO1122'SOUTH PEAK, 21 FEET SOUTHWEST OF THE NORTH BRIM, 40 PACES
 LO1122'NORTHEAST OF A SMALL PATCH OF UNDER BRUSH, 4 FEET SOUTH OF
 LO1122'A 2 FOOT ROCK CAIRN, PROJECTS 6 INCHES AND IS STAMPED BLIND
 LO1122'STREAM 1946.
 LO1122'
 LO1122'TO REACH FROM THE GENERAL STORE AND SERVICE STATION AT TABIONA.
 LO1122'GO NORTHWESTERLY ON STATE HIGHWAY 35 FOR 8.3 MILES TO A DIRT
 LO1122'ROAD RIGHT AND A SIGN BLIND STREAM ROAD.  TURN RIGHT UP
 LO1122'BLIND STREAM ROAD FOR 2.1 MILES TO A FORK.  KEEP THE RIGHT
 LO1122'FORK STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD FOR 8.4 MILES
 LO1122'TO A SAW MILL AND END OF TRUCK TRAVEL.  HERE PACK NORTHERLY
 LO1122'UP FOREST SERVICE TRAIL TO SADDLE.  LEAVE TRAIL AND TURN
 LO1122'RIGHT (E) AND GO TOWARD A BALD PEAK WITH A RIM OF SLIDE-ROCK
 LO1122'NEAR TOP.  FOLLOW TOE OF SLIDE-ROCK NORTHERLY TO A SADDLE
 LO1122'BETWEEN TWO BALD PEAKS (THE AZIMUTH MARK IS IN THIS SADDLE).
 LO1122'PACK NORTHERLY APPROXIMATELY 0.6 MILE TO HIGHEST POINT AND
 LO1122'STATION SITE.
 LO1122'
 LO1122'A ONE HOUR AND 5 MINUTES, PUSHING.
 LO1122
 LO1122                          STATION RECOVERY (1966)
 LO1122
 LO1122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LO1122'RECOVERED.
 LO1122'
 LO1122'STATION MARK--STANDARD DISK, STAMPED ---BLIND STREAM 1946---, SET
 LO1122'FLUSH IN GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3706 ***********************************************************************
 AA3706  CBN         -  This is a Cooperative Base Network Control Station.
 AA3706  DESIGNATION -  BLM OFFICE ROOF
 AA3706  PID         -  AA3706
 AA3706  STATE/COUNTY-  UT/SALT LAKE
 AA3706  COUNTRY     -  US
 AA3706  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 AA3706
 AA3706                         *CURRENT SURVEY CONTROL
 AA3706  ______________________________________________________________________
 AA3706* NAD 83(2011) POSITION- 40 43 11.05640(N) 111 57 02.90508(W)   ADJUSTED
 AA3706* NAD 83(2011) ELLIP HT-  1281.592 (meters)        (06/27/12)   ADJUSTED
 AA3706* NAD 83(2011) EPOCH   -  2010.00
 AA3706* NAVD 88 ORTHO HEIGHT -  1298.8   (meters)     4261.    (feet) GPS OBS
 AA3706  ______________________________________________________________________
 AA3706  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3706  GEOID HEIGHT    -         -16.86 (meters)                     GEOID93
 AA3706  GEOID HEIGHT    -        -17.124 (meters)                     GEOID18
 AA3706  NAD 83(2011) X  - -1,809,961.379 (meters)                     COMP
 AA3706  NAD 83(2011) Y  - -4,490,909.070 (meters)                     COMP
 AA3706  NAD 83(2011) Z  -  4,139,720.253 (meters)                     COMP
 AA3706  LAPLACE CORR    -          4.37  (seconds)                    DEFLEC18
 AA3706
 AA3706  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3706  Standards:
 AA3706         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3706            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3706  -------------------------------------------------------------------
 AA3706  NETWORK    1.06   1.88           0.47   0.39   0.96     -0.12714609
 AA3706  -------------------------------------------------------------------
 AA3706  Click here for local accuracies and other accuracy information.
 AA3706
 AA3706.The horizontal coordinates were established by GPS observations
 AA3706.and adjusted by the National Geodetic Survey in June 2012.
 AA3706
 AA3706.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3706.been affixed to the stable North American tectonic plate. See 
 AA3706.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3706
 AA3706.The horizontal coordinates are valid at the epoch date displayed above
 AA3706.which is a decimal equivalence of Year/Month/Day.
 AA3706
 AA3706.The orthometric height was determined by GPS observations and a
 AA3706.high-resolution geoid model.
 AA3706
 AA3706.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3706.GEOID18 height accuracy estimate available here.
 AA3706
 AA3706.Click photographs - Photos may exist for this station.
 AA3706
 AA3706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3706
 AA3706.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3706
 AA3706.The ellipsoidal height was determined by GPS observations
 AA3706.and is referenced to NAD 83.
 AA3706
 AA3706. The following values were computed from the NAD 83(2011) position.
 AA3706
 AA3706;                    North         East     Units Scale Factor Converg.
 AA3706;SPC UT C     - 2,265,043.938   461,910.540   MT  1.00001810   -0 17 19.6
 AA3706;SPC UT C     - 7,431,231.65  1,515,451.50   sFT  1.00001810   -0 17 19.6
 AA3706;UTM  12      - 4,508,080.756   419,697.367   MT  0.99967937   -0 37 13.1
 AA3706
 AA3706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3706!SPC UT C     -   0.99979900  x   1.00001810  =   0.99981710
 AA3706!UTM  12      -   0.99979900  x   0.99967937  =   0.99947844
 AA3706
 AA3706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1969708080(NAD 83)
 AA3706
 AA3706                          SUPERSEDED SURVEY CONTROL
 AA3706
 AA3706  NAD 83(2007)-  40 43 11.05609(N)    111 57 02.90580(W) AD(2002.00) 0
 AA3706  ELLIP H (02/10/07) 1281.606  (m)                       GP(2002.00)    
 AA3706  ELLIP H (11/14/01) 1281.623  (m)                       GP(       ) 4 2
 AA3706  NAD 83(1994)-  40 43 11.05514(N)    111 57 02.90425(W) AD(       ) B
 AA3706  ELLIP H (04/21/95) 1281.695  (m)                       GP(       ) 4 1
 AA3706
 AA3706.Superseded values are not recommended for survey control.
 AA3706
 AA3706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3706.See file dsdata.pdf to determine how the superseded data were derived.
 AA3706
 AA3706_MARKER: DD = SURVEY DISK
 AA3706_SETTING: 0 = UNSPECIFIED SETTING
 AA3706_SP_SET: UNSPECIFIED
 AA3706_MARK LOGO: NGS
 AA3706_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3706+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA3706
 AA3706  HISTORY     - Date     Condition        Report By
 AA3706  HISTORY     - 1994     MONUMENTED       NGS
 AA3706
 AA3706                          STATION DESCRIPTION
 AA3706
 AA3706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AA3706'CORS STATION, NOT DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0445 ***********************************************************************
 JN0445  DESIGNATION -  BLOCK
 JN0445  PID         -  JN0445
 JN0445  STATE/COUNTY-  UT/GARFIELD
 JN0445  COUNTRY     -  US
 JN0445  USGS QUAD   -  CLEARWATER CANYON (2017)
 JN0445
 JN0445                         *CURRENT SURVEY CONTROL
 JN0445  ______________________________________________________________________
 JN0445* NAD 83(1994) POSITION- 38 02 34.90689(N) 110 12 25.03634(W)   ADJUSTED
 JN0445* NAVD 88 ORTHO HEIGHT -  2153.4   (meters)     7065.    (feet) VERTCON3
 JN0445  ______________________________________________________________________
 JN0445  GEOID HEIGHT    -        -20.271 (meters)                     GEOID18
 JN0445  LAPLACE CORR    -          1.22  (seconds)                    DEFLEC18
 JN0445  HORZ ORDER      -  SECOND
 JN0445
 JN0445.The horizontal coordinates were established by classical geodetic methods
 JN0445.and adjusted by the National Geodetic Survey in November 1997.
 JN0445
 JN0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0445
 JN0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0445.GEOID18 height accuracy estimate available here.
 JN0445
 JN0445.Click photographs - Photos may exist for this station.
 JN0445
 JN0445.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0445
 JN0445. The following values were computed from the NAD 83(1994) position.
 JN0445
 JN0445;                    North         East     Units Scale Factor Converg.
 JN0445;SPC UT S     - 3,153,539.847   613,496.983   MT  0.99996148   +0 47 32.0
 JN0445;SPC UT S     -10,346,238.65  2,012,781.35   sFT  0.99996148   +0 47 32.0
 JN0445;UTM  12      - 4,210,886.061   569,587.109   MT  0.99965964   +0 29 19.5
 JN0445
 JN0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0445!SPC UT S     -   0.99966540  x   0.99996148  =   0.99962689
 JN0445!UTM  12      -   0.99966540  x   0.99965964  =   0.99932515
 JN0445
 JN0445:                Primary Azimuth Mark                     Grid Az
 JN0445:SPC UT S     -  BLOCK AZ MK                              074 01 06.5
 JN0445:UTM  12      -  BLOCK AZ MK                              074 19 19.0
 JN0445
 JN0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH6958710886(NAD 83)
 JN0445
 JN0445|---------------------------------------------------------------------|
 JN0445| PID    Reference Object                     Distance      Geod. Az  |
 JN0445|                                                           dddmmss.s |
 JN0445| CM6094 BLOCK RM 1                           10.093 METERS 00849     |
 JN0445| CM6093 BLOCK AZ MK                                        0744838.5 |
 JN0445| CM6095 BLOCK RM 2                            8.207 METERS 29014     |
 JN0445|---------------------------------------------------------------------|
 JN0445
 JN0445                          SUPERSEDED SURVEY CONTROL
 JN0445
 JN0445  NAD 83(1986)-  38 02 34.89951(N)    110 12 25.03620(W) AD(       ) 2
 JN0445  NAD 27      -  38 02 34.94757(N)    110 12 22.54533(W) AD(       ) 2
 JN0445  NGVD 29 (07/19/86) 2152.3    (m)         7061.     (f) VERT ANG       
 JN0445
 JN0445.Superseded values are not recommended for survey control.
 JN0445
 JN0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0445.See file dsdata.pdf to determine how the superseded data were derived.
 JN0445
 JN0445_MARKER: DS = TRIANGULATION STATION DISK
 JN0445_SETTING: 0 = UNSPECIFIED SETTING
 JN0445
 JN0445  HISTORY     - Date     Condition        Report By
 JN0445  HISTORY     - 1963     MONUMENTED       CGS
 JN0445
 JN0445                          STATION DESCRIPTION
 JN0445
 JN0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JN0445'THE STATION IS LOCATED ABOUT 36 MILES SOUTHEAST OF HANKSVILLE,
 JN0445'20-1/2 MILES SOUTHWEST OF THE JUNCTION OF THE GREEN AND COLORADO
 JN0445'RIVERS, 20 MILES NORTHEAST OF THE SMALL TOWN OF HITE ON THE
 JN0445'SOUTHEAST END OF A BENCH THAT IS THE HIGHEST POINT ON A MESA
 JN0445'KNOWN AS THE BLOCK.  THE BENCH SLOPES GENTLY TO THE NORTHWEST
 JN0445'BUT FALLS RATHER STEEPLY TO THE LEVEL OF THE MESA PROPER ON
 JN0445'THE SOUTHEAST.
 JN0445'
 JN0445'TO REACH THE STATION BY HELICOPTER FROM HITE FLY NORTHEAST
 JN0445'ON A TRUE COURSE OF 40 DEGREES FOR ABOUT 20 MILES TO THE HIGHEST
 JN0445'POINT OF THE MESA AND THE STATION.  TO REACH THE AZIMUTH MARK
 JN0445'FROM THE STATION PACK EAST DOWN OFF THE BENCH AND THROUGH THE
 JN0445'PINES FOR 0.3 MILE TO A FLAT ROCK POINT AND THE MARK.
 JN0445'
 JN0445'THE STATION MARK IS A STANDARD DISK, STAMPED BLOCK 1963, WELDED
 JN0445'TO THE TOP OF A 2-INCH GALVANIZED PIPE 3 FEET LONG THAT
 JN0445'IS SET IN CONCRETE AND PROJECTS ONE FOOT ABOVE THE GROUND.
 JN0445'IT IS 200 YARDS NORTHWEST OF THE SOUTHEAST RIM OF THE MESA,
 JN0445'12 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE BENCH AND
 JN0445'7.5 FEET EAST OF A 4 FOOT CAIRN.
 JN0445'
 JN0445'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLOCK NO 1 1963,
 JN0445'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE 3 FEET LONG
 JN0445'THAT IS SET IN CONCRETE AND PROJECTS ONE FOOT ABOVE THE
 JN0445'GROUND.  IT IS 30 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE
 JN0445'BENCH.
 JN0445'
 JN0445'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLOCK NO 2 1963,
 JN0445'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE 3 FEET LONG THAT
 JN0445'IS SET IN CONCRETE AND PROJECTS ONE FOOT ABOVE THE GROUND.
 JN0445'IT IS 40 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE BENCH.
 JN0445'
 JN0445'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BLOCK 1963, CEMENTED
 JN0445'IN A DRILL HOLE IN BEDROCK ON A FLAT ROCK POINT ON THE SOUTHEAST
 JN0445'RIM OF THE MESA AND ABOUT 75 FEET LOWER THAN THE STATION.
 JN0445'IT IS 15.0 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE MESA AND
 JN0445'6.0 FEET SOUTHEAST OF A THREE FOOT CAIRN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0473 ***********************************************************************
 JN0473  DESIGNATION -  BLOCK
 JN0473  PID         -  JN0473
 JN0473  STATE/COUNTY-  UT/EMERY
 JN0473  COUNTRY     -  US
 JN0473  USGS QUAD   -  TWIN KNOLLS (2017)
 JN0473
 JN0473                         *CURRENT SURVEY CONTROL
 JN0473  ______________________________________________________________________
 JN0473* NAD 83(1994) POSITION- 38 48 14.02913(N) 110 44 15.34749(W)   ADJUSTED
 JN0473* NAVD 88 ORTHO HEIGHT -  2264.3   (meters)     7429.    (feet) VERTCON3
 JN0473  ______________________________________________________________________
 JN0473  GEOID HEIGHT    -        -18.330 (meters)                     GEOID18
 JN0473  LAPLACE CORR    -         -4.86  (seconds)                    DEFLEC18
 JN0473  HORZ ORDER      -  THIRD
 JN0473
 JN0473.The horizontal coordinates were established by classical geodetic methods
 JN0473.and adjusted by the National Geodetic Survey in November 1997.
 JN0473
 JN0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0473
 JN0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0473.GEOID18 height accuracy estimate available here.
 JN0473
 JN0473.Click photographs - Photos may exist for this station.
 JN0473
 JN0473.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0473
 JN0473. The following values were computed from the NAD 83(1994) position.
 JN0473
 JN0473;                    North         East     Units Scale Factor Converg.
 JN0473;SPC UT C     - 2,052,525.739   566,229.314   MT  1.00005930   +0 29 18.2
 JN0473;SPC UT C     - 6,733,994.86  1,857,704.01   sFT  1.00005930   +0 29 18.2
 JN0473;UTM  12      - 4,295,047.882   522,784.582   MT  0.99960639   +0 09 52.0
 JN0473
 JN0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0473!SPC UT C     -   0.99964773  x   1.00005930  =   0.99970701
 JN0473!UTM  12      -   0.99964773  x   0.99960639  =   0.99925426
 JN0473
 JN0473:                Primary Azimuth Mark                     Grid Az
 JN0473:SPC UT C     -  RAFAEL                                   181 24 10.9
 JN0473:UTM  12      -  RAFAEL                                   181 43 37.1
 JN0473
 JN0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH2278495047(NAD 83)
 JN0473
 JN0473|---------------------------------------------------------------------|
 JN0473| PID    Reference Object                     Distance      Geod. Az  |
 JN0473|                                                           dddmmss.s |
 JN0473| JN0472 RAFAEL                              APPROX. 5.0 KM 1815329.1 |
 JN0473|---------------------------------------------------------------------|
 JN0473
 JN0473                          SUPERSEDED SURVEY CONTROL
 JN0473
 JN0473  NAD 83(1986)-  38 48 14.01960(N)    110 44 15.34234(W) AD(       ) 3
 JN0473  NAD 27      -  38 48 14.10113(N)    110 44 12.76061(W) AD(       ) 3
 JN0473  NGVD 29 (07/19/86) 2263.1    (m)         7425.     (f) VERT ANG       
 JN0473
 JN0473.Superseded values are not recommended for survey control.
 JN0473
 JN0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0473.See file dsdata.pdf to determine how the superseded data were derived.
 JN0473
 JN0473_MARKER: DB = BENCH MARK DISK
 JN0473_SETTING: 80 = SET IN A BOULDER
 JN0473_STAMPING: BLOCK 1952
 JN0473_MARK LOGO: USGS
 JN0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0473+STABILITY: SURFACE MOTION
 JN0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0473+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2020
 JN0473
 JN0473  HISTORY     - Date     Condition        Report By
 JN0473  HISTORY     - 1952     MONUMENTED       USGS
 JN0473  HISTORY     - 20201024 GOOD             PEAKBG
 JN0473
 JN0473                          STATION DESCRIPTION
 JN0473
 JN0473'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0473'LOCATED ABOUT 9.0 MI. NNW. OF TEMPLE MOUNTAIN AND 7.0 MI. E. OF SAN
 JN0473'RAFAEL KNOB ON S. TIP OF A PROMINIENT BUTTE.
 JN0473'
 JN0473'STATION REACHED BY HELICOPTER.
 JN0473'
 JN0473'STATION MARK - STANDARD TABLET STAMPED ---BLOCK 1952--- SET IN DRILL
 JN0473'HOLE IN FLAT NATURALLY EMBEDDED BOULDER.
 JN0473'
 JN0473'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 JN0473'---1 1952--- SET IN DRILL HOLE IN BEDROCK, 7.5 FT. FROM STATION MARK,
 JN0473'N 63 DEG 22 MIN E.
 JN0473'
 JN0473'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER IN TRIANGULAR BLAZE IN
 JN0473'JUNIPER TREE, 37.5 FT. FROM STATION MARK, N 39 DEG 11 MIN W.
 JN0473
 JN0473                          STATION RECOVERY (2020)
 JN0473
 JN0473'RECOVERY NOTE BY PEAK BAGGER 2020 (TWG)
 JN0473'TO REACH FROM IH-70, TAKE THE TEMPLE MOUNT EXIT SOUTH AND FOLLOW THE
 JN0473'FRONTAGE ROAD WEST UNTIL IT TURNS TO A WELL GRADED DIRT ROAD.  FROM
 JN0473'THE START OF THE DIRT ROAD GO 3.5 MI (5.6 KM) AND TAKE THE RIGHT FORK.
 JN0473'CONTINUE FOR 1.3 MI (2.1 KM) TO A REVERSE Y AND VEER RIGHT.  GO 0.25
 JN0473'MI (0.40 KM) AND TURN LEFT ONTO A DIM ROAD WHICH ENDS IN 500 FEET.
 JN0473'FROM HERE HIKE SOUTH TOWARD THE BUTTE.  THE EASIEST ROUTE THROUGH THE
 JN0473'RIM ROCK IS UP THE RIDGE ON THE NORTH SIDE, THEN PASS JUST TO THE
 JN0473'RIGHT OF THE PROMINENT ROCK WALL THAT MAKES UP THE CORNER OF THE
 JN0473'BUTTE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0724 ***********************************************************************
 LO0724  DESIGNATION -  BLONQUIST
 LO0724  PID         -  LO0724
 LO0724  STATE/COUNTY-  UT/SUMMIT
 LO0724  COUNTRY     -  US
 LO0724  USGS QUAD   -  TURNER HOLLOW (2017)
 LO0724
 LO0724                         *CURRENT SURVEY CONTROL
 LO0724  ______________________________________________________________________
 LO0724* NAD 83(1994) POSITION- 40 52 36.44615(N) 111 15 04.28728(W)   ADJUSTED
 LO0724* NAVD 88 ORTHO HEIGHT -  2442.0   (meters)     8012.    (feet) VERTCON3
 LO0724  ______________________________________________________________________
 LO0724  GEOID HEIGHT    -        -15.199 (meters)                     GEOID18
 LO0724  LAPLACE CORR    -          9.88  (seconds)                    DEFLEC18
 LO0724  HORZ ORDER      -  THIRD
 LO0724
 LO0724.The horizontal coordinates were established by classical geodetic methods
 LO0724.and adjusted by the National Geodetic Survey in November 1997.
 LO0724
 LO0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0724
 LO0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0724.GEOID18 height accuracy estimate available here.
 LO0724
 LO0724.Click photographs - Photos may exist for this station.
 LO0724
 LO0724.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0724
 LO0724. The following values were computed from the NAD 83(1994) position.
 LO0724
 LO0724;                    North         East     Units Scale Factor Converg.
 LO0724;SPC UT N     - 1,060,380.357   520,972.042   MT  0.99997802   +0 09 50.6
 LO0724;SPC UT N     - 3,478,931.22  1,709,222.44   sFT  0.99997802   +0 09 50.6
 LO0724;UTM  12      - 4,525,110.158   478,835.160   MT  0.99960551   -0 09 51.8
 LO0724
 LO0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0724!SPC UT N     -   0.99961948  x   0.99997802  =   0.99959750
 LO0724!UTM  12      -   0.99961948  x   0.99960551  =   0.99922514
 LO0724
 LO0724:                Primary Azimuth Mark                     Grid Az
 LO0724:SPC UT N     -  SPRING                                   281 23 43.1
 LO0724:UTM  12      -  SPRING                                   281 43 25.5
 LO0724
 LO0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL7883525110(NAD 83)
 LO0724
 LO0724|---------------------------------------------------------------------|
 LO0724| PID    Reference Object                     Distance      Geod. Az  |
 LO0724|                                                           dddmmss.s |
 LO0724| LO0725 SPRING                              APPROX. 5.1 KM 2813333.7 |
 LO0724|---------------------------------------------------------------------|
 LO0724
 LO0724                          SUPERSEDED SURVEY CONTROL
 LO0724
 LO0724  NAD 83(1993)-  40 52 36.44661(N)    111 15 04.28682(W) AD(       ) 3
 LO0724  NAD 83(1986)-  40 52 36.43274(N)    111 15 04.27687(W) AD(       ) 3
 LO0724  NAD 27      -  40 52 36.62215(N)    111 15 01.59726(W) AD(       ) 3
 LO0724  NGVD 29 (07/19/86) 2440.6    (m)         8007.     (f) VERT ANG       
 LO0724
 LO0724.Superseded values are not recommended for survey control.
 LO0724
 LO0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0724.See file dsdata.pdf to determine how the superseded data were derived.
 LO0724
 LO0724_MARKER: DD = SURVEY DISK
 LO0724_SETTING: 66 = SET IN ROCK OUTCROP
 LO0724_STAMPING: BLONQUIST 1965
 LO0724_MARK LOGO: USGS
 LO0724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0724+STABILITY: POSITION/ELEVATION WELL
 LO0724
 LO0724  HISTORY     - Date     Condition        Report By
 LO0724  HISTORY     - 1965     MONUMENTED       USGS
 LO0724
 LO0724                          STATION DESCRIPTION
 LO0724
 LO0724'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 LO0724'LOCATED ON LODGEPOLE MOUNTAIN, ABOUT 6.8 MI. AIR E. OF HOYTSVILLE,
 LO0724'ABOUT 6 MI. S. OF UPTON, ABOUT 3.4 MI. SSE. OF THE CONFLUENCE OF
 LO0724'ELKHORN CANYON AND THE S. FORK CHALK CREEK.
 LO0724'
 LO0724'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 189 AND STATE ROUTE 133
 LO0724'IN COALVILLE, DRIVE ON ROUTE 133 FOR 6.9 MI. TO THE BLONQUIST RANCH,
 LO0724'TURN RIGHT FOR 0.3 MI. TO THE RANCH BUILDINGS, TURN LEFT FOR 0.1 MI.
 LO0724'AND A Y-JUNCTION, BEAR RIGHT FOR 0.9 MI. TO A Y-JUNCTION, BEAR LEFT
 LO0724'FOR 2.5 MI. TO A Y-JUNCTION, BEAR RIGHT FOR 0.3 MI. TO OLD RANCH
 LO0724'BUILDINGS, CONTINUE IN A SOUTHERLY DIRECTION (THROUGH THE OLD RANCH
 LO0724'AREA) FOR 0.3 MI. TO A SHARP LEFT TURN IN THE MAIN TRAVELED RD., BEAR
 LO0724'RIGHT ON A DIM TRACK RD. FOR 1 MI. TO A SHARP LEFT TURN AND A STREAM
 LO0724'CROSSING (4 WHEEL DRIVE), CROSS SAID STREAM AND TURN RIGHT, CONTINUE
 LO0724'FOR 0.5 MI. TO A STREAM CROSSING, CROSS THE STREAM AND CONTINUE UP A
 LO0724'SMALL DRAW FOR 0.4 MI. TO A DIM Y-JUNCTION, BEAR LEFT ON A MAIN
 LO0724'TRAVELED RD. FOR 1 MI. TO A T-JUNCTION LEFT, TURN LEFT AND CONTINUE
 LO0724'ON FOR 0.7 MI. TO A STOCK POND, CONTINUE FOR 0.7 MI. TO A T-JUNCTION
 LO0724'LEFT AT A SALT LICK, TURN LEFT AND CONTINUE FOR ABOUT 1 MI. TO THE TOP
 LO0724'AND THE STATION SITE.
 LO0724'
 LO0724'STATION MARK - A STANDARD TRIANGULATION TABLET STAMPED ---BLONQUIST
 LO0724'1965--- SET IN A ROCK IN PLACE.
 LO0724'
 LO0724'REFERENCE MARK NO.1 - A STANDARD USGS TABLET (VERY OLD AND OXIDIZED)
 LO0724'STAMPED ---8048--- SET IN A ROCK OUTCROP, 31.35 FT. FROM STATION
 LO0724'MARK, S 68 DEG 08 MIN W.
 LO0724'
 LO0724'REFERENCE MARK NO.2 - A STANDARD REFERENCE MARK TABLET STAMPED ---NO.2
 LO0724'1965--- SET IN A ROCK IN PLACE, 34.53 FT. FROM STATION MARK,
 LO0724'N 42 DEG 04 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0536 ***********************************************************************
 JO0536  DESIGNATION -  BLOOM
 JO0536  PID         -  JO0536
 JO0536  STATE/COUNTY-  UT/MILLARD
 JO0536  COUNTRY     -  US
 JO0536  USGS QUAD   -  BORDEN (2017)
 JO0536
 JO0536                         *CURRENT SURVEY CONTROL
 JO0536  ______________________________________________________________________
 JO0536* NAD 83(1994) POSITION- 38 54 28.11440(N) 112 49 10.22457(W)   ADJUSTED
 JO0536* NAVD 88 ORTHO HEIGHT -  1482.0   (meters)     4862.    (feet) VERTCON3
 JO0536  ______________________________________________________________________
 JO0536  GEOID HEIGHT    -        -20.107 (meters)                     GEOID18
 JO0536  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 JO0536  HORZ ORDER      -  FIRST
 JO0536
 JO0536.The horizontal coordinates were established by classical geodetic methods
 JO0536.and adjusted by the National Geodetic Survey in November 1997.
 JO0536
 JO0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0536
 JO0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0536.GEOID18 height accuracy estimate available here.
 JO0536
 JO0536.Click photographs - Photos may exist for this station.
 JO0536
 JO0536.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0536
 JO0536. The following values were computed from the NAD 83(1994) position.
 JO0536
 JO0536;                    North         East     Units Scale Factor Converg.
 JO0536;SPC UT C     - 2,064,623.826   385,548.560   MT  1.00002864   -0 50 42.9
 JO0536;SPC UT C     - 6,773,686.67  1,264,920.57   sFT  1.00002864   -0 50 42.9
 JO0536;UTM  12      - 4,308,119.806   342,235.804   MT  0.99990649   -1 08 34.8
 JO0536
 JO0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0536!SPC UT C     -   0.99977068  x   1.00002864  =   0.99979932
 JO0536!UTM  12      -   0.99977068  x   0.99990649  =   0.99967720
 JO0536
 JO0536:                Primary Azimuth Mark                     Grid Az
 JO0536:SPC UT C     -  BLOOM AZ MK                              031 00 42.1
 JO0536:UTM  12      -  BLOOM AZ MK                              031 18 34.0
 JO0536
 JO0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ4223508119(NAD 83)
 JO0536
 JO0536|---------------------------------------------------------------------|
 JO0536| PID    Reference Object                     Distance      Geod. Az  |
 JO0536|                                                           dddmmss.s |
 JO0536| CM4312 BLOOM AZ MK                                        0300959.2 |
 JO0536| CM4313 BLOOM RM 1                           24.783 METERS 11153     |
 JO0536| CM4314 BLOOM RM 2                           25.672 METERS 33549     |
 JO0536|---------------------------------------------------------------------|
 JO0536
 JO0536                          SUPERSEDED SURVEY CONTROL
 JO0536
 JO0536  NAD 83(1986)-  38 54 28.10794(N)    112 49 10.21875(W) AD(       ) 1
 JO0536  NAD 27      -  38 54 28.24360(N)    112 49 07.40340(W) AD(       ) 1
 JO0536  NGVD 29 (07/19/86) 1480.9    (m)         4859.     (f) VERT ANG       
 JO0536
 JO0536.Superseded values are not recommended for survey control.
 JO0536
 JO0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0536.See file dsdata.pdf to determine how the superseded data were derived.
 JO0536
 JO0536_MARKER: DS = TRIANGULATION STATION DISK
 JO0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0536_STAMPING: BLOOM 1957
 JO0536_MARK LOGO: CGS
 JO0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0536+STABILITY: SURFACE MOTION
 JO0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0536+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2012
 JO0536
 JO0536  HISTORY     - Date     Condition        Report By
 JO0536  HISTORY     - 1957     MONUMENTED       CGS
 JO0536  HISTORY     - 20120113 GOOD             GEOCAC
 JO0536
 JO0536                          STATION DESCRIPTION
 JO0536
 JO0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 JO0536'THE STATION IS LOCATED ON THE TOP OF A SLIGHT RISE ON THE WEST
 JO0536'SIDE OF A GRAVELED ROAD, AIRLINE ABOUT 21 MILES WEST-NORTHWEST
 JO0536'OF KANOSH, 33 MILES SOUTH-SOUTHWEST OF DELTA, AND 27 MILES
 JO0536'WEST-SOUTHWEST OF FILMORE.
 JO0536'
 JO0536'TO REACH THE STATION FROM THE POST OFFICE IN DELTA GO SOUTH
 JO0536'ABOUT 50 YARDS TO AN INTERSECTION.  TURN RIGHT ONTO U.S. HIGHWAY
 JO0536'6 AND GO WEST, SOUTHWEST, AND WEST 4.5 MILES TO A CROSS ROAD AT
 JO0536'A SIGN DESERET.  TURN LEFT ONTO STATE HIGHWAY 140 AND GO SOUTH
 JO0536'2.9 MILES TO A CROSS ROAD IN THE VILLAGE OF DESERET.  KEEP
 JO0536'STRAIGHT AHEAD AS PER SIGN MILFORD 69 AND GO SOUTH THEN
 JO0536'SOUTH-SOUTHWEST ON A GRAVELED ROAD ALONG THE WEST SIDE OF A
 JO0536'RAILROAD TRACK 12.3 MILES TO THE CLEAR LAKE RAILROAD SIDING ON THE
 JO0536'LEFT.  CONTINUE SOUTH-SOUTHWEST ON THE ROAD 9.6 MILES TO THE
 JO0536'BORDEN RAILROAD SIDING ON THE LEFT.  CONTINUE
 JO0536'SOUTH-SOUTHWEST ON THE ROAD 4.8 MILES TO A SIDE ROAD AND THE
 JO0536'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON THE ROAD 0.4 MILE.
 JO0536'TURN RIGHT AND GO SOUTHWEST CROSS COUNTRY 0.1 MILE TO
 JO0536'THE TOP OF A RISE AND THE STATION.
 JO0536'
 JO0536'THE STATION MARK IS A STANDARD DISK STAMPED BLOOM 1957 SET IN THE
 JO0536'TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 JO0536'ABOVE THE GROUND.  IT IS 6 FEET NORTH OF A WITNESS POST AND
 JO0536'ABOUT 200 YARDS WEST OF THE CENTERLINE OF THE ROAD.
 JO0536'
 JO0536'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BLOOM NO
 JO0536'1 1957 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 JO0536'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 1 FOOT LOWER THAN
 JO0536'THE STATION.
 JO0536'
 JO0536'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BLOOM NO 2
 JO0536'1957 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 JO0536'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS THE SAME ELEVATION AS
 JO0536'THE STATION.
 JO0536'
 JO0536'THE AZIMUTH MARK IS LOCATED NEAR THE INTERSECTION OF AN EAST-WEST
 JO0536'DIRT ROAD WITH A NORTH-SOUTH GRAVELED ROAD AND IS A STANDARD
 JO0536'DISK STAMPED BLOOM 1957 SET IN THE TOP OF A 10-INCH SQUARE
 JO0536'CONCRETE POST THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS
 JO0536'24 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD AND 38 FEET
 JO0536'WEST OF THE CENTERLINE OF THE GRAVELED ROAD.
 JO0536
 JO0536                          STATION RECOVERY (2012)
 JO0536
 JO0536'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 JO0536'AZIMUTH MARK FOUND IN GOOD CONDITION AT SOUTHWEST CORNER OF UTAH
 JO0536'HIGHWAY 257 AND GRAVEL ROAD LEADING WEST. STATION AND REFERENCE MARKS
 JO0536'NOT SEARCHED. GRAVEL ROAD IN DESCRIPTION, SOUTHBOUND OUT OF DESERET,
 JO0536'IS NOW ASPHALT PAVED UTAH HIGHWAY 257.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0622 ***********************************************************************
 LN0622  DESIGNATION -  BLUE
 LN0622  PID         -  LN0622
 LN0622  STATE/COUNTY-  UT/UINTAH
 LN0622  COUNTRY     -  US
 LN0622  USGS QUAD   -  SNAKE JOHN REEF (2017)
 LN0622
 LN0622                         *CURRENT SURVEY CONTROL
 LN0622  ______________________________________________________________________
 LN0622* NAD 83(1994) POSITION- 40 22 29.53807(N) 109 03 55.80278(W)   ADJUSTED
 LN0622* NAVD 88 ORTHO HEIGHT -  2553.5   (meters)     8378.    (feet) VERTCON3
 LN0622  ______________________________________________________________________
 LN0622  GEOID HEIGHT    -        -16.018 (meters)                     GEOID18
 LN0622  LAPLACE CORR    -          3.21  (seconds)                    DEFLEC18
 LN0622  HORZ ORDER      -  FIRST
 LN0622
 LN0622.The horizontal coordinates were established by classical geodetic methods
 LN0622.and adjusted by the National Geodetic Survey in November 1997.
 LN0622
 LN0622.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0622
 LN0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0622.GEOID18 height accuracy estimate available here.
 LN0622
 LN0622.Click photographs - Photos may exist for this station.
 LN0622
 LN0622.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0622
 LN0622. The following values were computed from the NAD 83(1994) position.
 LN0622
 LN0622;                    North         East     Units Scale Factor Converg.
 LN0622;SPC UT C     - 2,229,466.430   706,712.710   MT  0.99994316   +1 33 34.2
 LN0622;SPC UT C     - 7,314,507.78  2,318,606.62   sFT  0.99994316   +1 33 34.2
 LN0622;UTM  12      - 4,471,161.970   664,226.825   MT  0.99993200   +1 15 12.3
 LN0622
 LN0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0622!SPC UT C     -   0.99960211  x   0.99994316  =   0.99954529
 LN0622!UTM  12      -   0.99960211  x   0.99993200  =   0.99953413
 LN0622
 LN0622:                Primary Azimuth Mark                     Grid Az
 LN0622:SPC UT C     -  BLUE AZ MK                               044 04 36.8
 LN0622:UTM  12      -  BLUE AZ MK                               044 22 58.7
 LN0622
 LN0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK6422671161(NAD 83)
 LN0622
 LN0622|---------------------------------------------------------------------|
 LN0622| PID    Reference Object                     Distance      Geod. Az  |
 LN0622|                                                           dddmmss.s |
 LN0622| CP6102 ZENOBIA CENTER OF PEAK                             0323644.9 |
 LN0622| CP4565 BLUE AZ MK                                         0453811.0 |
 LN0622| CP6554 S EDGE SHARP BLUFF 1 MI EAST                       0471134.0 |
 LN0622| CP4566 BLUE RM 1                             4.125 METERS 06447     |
 LN0622| CP6420 PINNACLE S SLOPE MT 2 MI SW                        2482246.2 |
 LN0622| CP4567 BLUE RM 2                             9.372 METERS 30506     |
 LN0622|---------------------------------------------------------------------|
 LN0622
 LN0622                          SUPERSEDED SURVEY CONTROL
 LN0622
 LN0622  NAD 83(1993)-  40 22 29.53172(N)    109 03 55.79605(W) AD(       ) 1
 LN0622  NAD 83(1992)-  40 22 29.52344(N)    109 03 55.78903(W) AD(       ) 1
 LN0622  NAD 83(1986)-  40 22 29.52301(N)    109 03 55.78898(W) AD(       ) 1
 LN0622  NAD 27      -  40 22 29.64900(N)    109 03 53.35900(W) AD(       ) 1
 LN0622  NGVD 29 (07/19/86) 2552.1    (m)         8373.     (f) VERT ANG       
 LN0622
 LN0622.Superseded values are not recommended for survey control.
 LN0622
 LN0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0622.See file dsdata.pdf to determine how the superseded data were derived.
 LN0622
 LN0622_MARKER: DS = TRIANGULATION STATION DISK
 LN0622_SETTING: 66 = SET IN ROCK OUTCROP
 LN0622_STAMPING: BLUE 1931
 LN0622_MARK LOGO: CGS
 LN0622_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0622+STABILITY: POSITION/ELEVATION WELL
 LN0622
 LN0622  HISTORY     - Date     Condition        Report By
 LN0622  HISTORY     - 1931     MONUMENTED       CGS
 LN0622  HISTORY     - 1937     GOOD             CGS
 LN0622  HISTORY     - 1946     GOOD             CGS
 LN0622  HISTORY     - 1966     GOOD             USGS
 LN0622
 LN0622                          STATION DESCRIPTION
 LN0622
 LN0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 LN0622'ABOUT 13 MILES E OF JENSEN, ABOUT 2 MILES W OF STATE BOUNDARY,
 LN0622'ABOUT 6 MILES NNW OF K RANCH ON U.S. HIGHWAY 40, IN E CENTRAL
 LN0622'PART OF T 5 N, R 25 E, AND ON SECOND HIGHEST END OF STUANTS RIDGE
 LN0622'ON BLUE MOUNTAIN.  TO REACH FROM BRIDGE OVER GREEN RIVER AT
 LN0622'JENSEN, FOLLOW HIGHWAY 40 E 16.5 MILES (OR FROM STATE LINE
 LN0622'GO W 3.3 MILES) TO 40-INCH ROAD SIGN, WHERE ROAD TURNS N AND
 LN0622'GOES DOWN INTO DRAW BETWEEN TWO LARGE TREES (LARGE BOX-ELDER ON
 LN0622'W AND LARGE COTTONWOOD ON E), FOLLOW MAIN-TRAVELED ROAD N 11.5
 LN0622'MILES TO FORK JUST BEYOND TOP OF MOUNTAIN, FOLLOW LEFT FORK W
 LN0622'2.1 MILES TO CROSS ROAD (JUST BEFORE BOTTOM OF DRAW), TURN
 LN0622'LEFT AND GO 3.9 MILES ON USED ROAD THROUGH SAGE (PASSING
 LN0622'THROUGH TWO GATES) TO THIRD GATE NEAR CORNER OF PASTURE,
 LN0622'GO THROUGH GATE, TURN LEFT AND FOLLOW TRAIL 1.0 MILE TO
 LN0622'FOOT OF HIGH RIDGE, CLIMB RIDGE AND GO WESTWARD ALONG TOP TO
 LN0622'STATION SITE.  MARKED BY STANDARD STATION DISK WEDGED IN A
 LN0622'DRILL HOLE IN OUTCROPPING BEDROCK.  REFERENCE MARKS ARE
 LN0622'STANDARD REFERENCE DISKS WEDGED IN DRILL HOLES IN
 LN0622'OUTCROPPING BEDROCK.  NO. 1 IS 4.15 METERS (13.61 FEET)
 LN0622'FROM STATION N 64 DEG 35 MIN E.  NO. 2 IS 9.428
 LN0622'METERS (30.93 FEET) FROM STATION N 54 DEG 54 MIN W.
 LN0622'BEARINGS FROM STATION TO FOLLOWING POINTS ARE--PINNACLE ON
 LN0622'S SLOPE OF MOUNTAIN, 2 MILES DISTANT, S 68 DEG 23 MIN W.
 LN0622'ZENOBIA, CENTER OF PEAK, N 54 DEG 54 MIN W.  AND S EDGE
 LN0622'OF SHARP BLUFF, 1.0 MILE DISTANT, N 47 DEG 12 MIN E.
 LN0622
 LN0622                          STATION RECOVERY (1937)
 LN0622
 LN0622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LN0622'THIS STATION IS LOCATED ABOUT 13 MILES AIR LINE E OF JENSEN,
 LN0622'ABOUT 2 MILES W OF THE COLORADO-UTAH BOUNDARY, ON THE SECOND
 LN0622'HIGHEST POINT OF BLUE MOUNTAIN, A PROMINENT, HALF-MOON-SHAPED
 LN0622'MESA.
 LN0622'
 LN0622'TO REACH FROM JENSEN GO E ON U.S. HIGHWAY 40 TO THE BRIDGE OVER
 LN0622'GREEN RIVER.  CONTINUE E FOR 11.7 MILES ON THE HIGHWAY.  THEN
 LN0622'TURN LEFT ON THE OLD HIGHWAY FOR 1.1 MILES TO A FORK.  TAKE
 LN0622'LEFT FORK ACROSS A DRAW AND GO N ON THIS ROAD FOLLOWING THE
 LN0622'MAIN-TRAVELED ROAD AS IT WINDS UP ONTO THE MOUNTAIN FOR 11.5
 LN0622'MILES TO A FORK JUST AFTER THE TOP IS REACHED.  TURN W ON THE
 LN0622'LEFT FORK AND FOLLOW 2.1 MILES TO A CROSS ROAD JUST BEFORE
 LN0622'REACHING THE BOTTOM OF A DRAW.  THE ROAD TO THE LEFT HAS BEEN
 LN0622'USED RECENTLY, THE ROAD TO THE RIGHT HAS NOT.  TURN LEFT AND
 LN0622'FOLLOW THE TRAIL ROAD THROUGH THE SAGEBRUSH FOR 1.2 MILES
 LN0622'THROUGH TWO GATES AND TO A THIRD GATE NEAR THE CORNER OF A
 LN0622'PASTURE.  PASS THROUGH THE GATE, BEAR LEFT AND FOLLOW VERY
 LN0622'DIM TRAIL ROAD ABOUT ONE MILE TO THE FOOT OF A HIGH RIDGE.
 LN0622'THENCE CONTINUE ON THE S SIDE OF THE RIDGE ON ROUGH BENCH
 LN0622'ABOUT 1.2 MILES TO THE END OF TRUCK TRAVEL WHERE THE GROUND
 LN0622'IS TOO ROUGH TO CONTINUE.  HERE CLIMB N UP TO THE TOP OF THE
 LN0622'RIDGE AND FOLLOW WESTERLY ALONG THE TOP OF THE RIDGE AND
 LN0622'FOLLOW WESTERLY ALONG THE TOP OF THE RIDGE DOWN THROUGH A
 LN0622'SADDLE AND TO THE HIGHEST POINT AFTER PASSING THE SADDLE
 LN0622'AND STATION SITE.  IT IS ABOUT 20 MINUTES PACK TO THE
 LN0622'STATION.  STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 LN0622'CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED AND MARKED 1937 AND
 LN0622'IS ON THE FIRST HIGH POINT ON THE SAME RIDGE ABOUT 0.3
 LN0622'MILES E OF THE STATION.
 LN0622'
 LN0622'NOTE--THE 1931 DESCRIPTION STATES THAT THE STATION IS ON THE
 LN0622'SECOND HIGHEST POINT OF STUANTS RIDGE ON BLUE MOUNTAIN.  HOWEVER,
 LN0622'STUANTS RIDGE IS APPARENTLY A LOCAL NAME AND ITS AUTHENTICITY
 LN0622'COULD NOT BE VERIFIED.
 LN0622
 LN0622                          STATION RECOVERY (1946)
 LN0622
 LN0622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0622'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION AS DESCRIBED
 LN0622'WITH THE EXCEPTION OF THE DISTANCE OF REFERENCE MARK NO. 2.
 LN0622'THE CORRECT DISTANCE ALONG WITH A NEW DESCRIPTION IS GIVEN
 LN0622'BELOW--
 LN0622'
 LN0622'STATION IS LOCATED ABOUT 13 MILES EAST OF JENSEN, ABOUT 2 MILES
 LN0622'WEST OF THE STATE BOUNDARY, ABOUT 6 MILES NORTH-NORTHWEST OF
 LN0622'K-RANCH ON U.S. HIGHWAY 40, IN EASTERN CENTRAL PART OF T-5NR-25E,
 LN0622'AND ON SECOND HIGHEST BENCH OF STAUNTS RIDGE ON BLUE MOUNTAIN.
 LN0622'THE STATION IS 4 FEET WEST OF THE RIM AT THE CREST OF THE
 LN0622'MOUNTAIN, SET IN BEDROCK OUTCROP, PROJECTS 2 INCHES,
 LN0622'AND IS STAMPED--BLUE 1931.
 LN0622'
 LN0622'REFERENCE MARK NO. 1 IS SET IN BEDROCK OUTCROP
 LN0622'AND PROJECTS 3 INCHES.  IT IS ABOUT 8 INCHES HIGHER THAN THE
 LN0622'STATION AND IS STAMPED--BLUE NO 1 1931.
 LN0622'
 LN0622'REFERENCE MARK NO. 2 IS SET IN BEDROCK OUTCROP,
 LN0622'AND PROJECTS 10 INCHES.  IT IS ABOUT 2 FEET LOWER THAN THE
 LN0622'STATION AND IS STAMPED--BLUE NO 2 1931.
 LN0622'
 LN0622'THE AZIMUTH MARK IS ON THE FIRST HIGH POINT OF THE SAME RIDGE,
 LN0622'3 FEET WEST OF EDGE OF HIGH RIM.  THE MARK IS SET IN BEDROCK,
 LN0622'AND IS STAMPED--BLUE 1937.
 LN0622'
 LN0622'TO REACH STATION FROM THE GREEN RIVER BRIDGE AT JENSEN, GO EAST
 LN0622'ON HIGHWAY 40 FOR 12.3 MILES TO ROAD LEFT.  TURN LEFT OFF HIGHWAY,
 LN0622'GO 1.1 MILE TO ROAD LEFT.  TURN LEFT, FOLLOW MAIN GRADED ROAD
 LN0622'11.6 MILES TO FORK AT TOP OF MOUNTAIN.  TURN LEFT, GO 2.1
 LN0622'MILES TO CROSSROAD.  TURN LEFT, GO 0.35 MILE TO FORK JUST AFTER
 LN0622'PASSING THROUGH GATE.  TURN RIGHT, GO 0.2 MILE TO FORK.  TURN
 LN0622'LEFT, GO 0.3 MILE TO A DAM.  PASS DAM ON RIGHT, FOLLOW LEFT
 LN0622'HAND DRAW 0.3 MILE TO HEAD OF DEEP CANYON.  TURN RIGHT AND
 LN0622'FOLLOW TRAIL 2.8 MILES TO END OF TRUCK TRAVEL AT A BARE,
 LN0622'SANDY SPOT ON RIDGE JUST AFTER PASSING HEAD OF CANYON.  FROM
 LN0622'HERE WALK NORTHWESTERLY TO TOP OF RIM AND STATION SITE.  A
 LN0622'5 MINUTE PACK.  OBSERVATIONS MADE FROM A 1.6 METER TRIPOD.
 LN0622
 LN0622                          STATION RECOVERY (1966)
 LN0622
 LN0622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (PHJ)
 LN0622'REVISED DESCRIPTION FOLLOWS--TO REACH STATION FROM INTERSECTION
 LN0622'OF U.S. HIGHWAY 40 AND STATE HIGHWAY 64 IN DINOSAUR, COLORADO, GO
 LN0622'EAST ON U.S. HIGHWAY 40 FOR 2.0 MILES TO DINOSAUR NATIONAL
 LN0622'MONUMENT HEADQUARTERS.  TURN LEFT (N) AND FOLLOW BLACKTOP HIGHWAY
 LN0622'FOR 14.1 MILES TO SIDE ROAD TO LEFT.  TURN LEFT AND GO 0.1 MILE
 LN0622'TO ROAD FORK.  TAKE LEFT FORK (W) AND FOLLOW ROAD 0.2 MILE TO
 LN0622'IRON GATE.  PASS THROUGH GATE AND GO 0.1 MILE TO ROAD BETWEEN
 LN0622'TWO SMALL BUILDINGS.  FOLLOW THIS ROAD UP VALLEY (W) FOR 0.2
 LN0622'MILE Y-FORK.  TAKE LEFT FORK AND GO 0.3 MILE TO SMALL RESERVOIR.
 LN0622'CONTINUE 0.3 MILE TO T-ROAD.  FOLLOW ROAD GOING IN WNW DIRECTION
 LN0622'FOR 0.9 MILE TO Y-FORK.  TAKE LEFT FORK AND GO 1.0 MILE TO
 LN0622'COLORADO-UTAH STATE LINE FENCE.  CONTINUE ABOUT 0.8 MILE TO END
 LN0622'OF TRUCK TRAVEL.  IT MAY BE NECESSARY TO USE 4-WHEEL DRIVE VEHICLE
 LN0622'FOR PART OF LAST 0.8 MILE.  FROM ETT PACK NW TO HIGHEST
 LN0622'POINT ON RIDGE AND STATION SITE - ABOUT A 20 MINUTE PACK.
 LN0622'
 LN0622'STATION MARK--STANDARD STATION DISK, WEDGED IN A DRILL HOLE IN
 LN0622'OUTCROPPING BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1075 ***********************************************************************
 LO1075  CBN         -  This is a Cooperative Base Network Control Station.
 LO1075  DESIGNATION -  BLUE BENCH
 LO1075  PID         -  LO1075
 LO1075  STATE/COUNTY-  UT/DUCHESNE
 LO1075  COUNTRY     -  US
 LO1075  USGS QUAD   -  DUCHESNE NE (2017)
 LO1075
 LO1075                         *CURRENT SURVEY CONTROL
 LO1075  ______________________________________________________________________
 LO1075* NAD 83(2011) POSITION- 40 12 56.61949(N) 110 17 02.46881(W)   ADJUSTED
 LO1075* NAD 83(2011) ELLIP HT-  1787.744 (meters)        (06/27/12)   ADJUSTED
 LO1075* NAD 83(2011) EPOCH   -  2010.00
 LO1075* NAVD 88 ORTHO HEIGHT -  1805.0   (meters)     5922.    (feet) GPS OBS
 LO1075  ______________________________________________________________________
 LO1075  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LO1075  GEOID HEIGHT    -         -16.96 (meters)                     GEOID93
 LO1075  GEOID HEIGHT    -        -17.278 (meters)                     GEOID18
 LO1075  NAD 83(2011) X  - -1,691,298.239 (meters)                     COMP
 LO1075  NAD 83(2011) Y  - -4,576,095.430 (meters)                     COMP
 LO1075  NAD 83(2011) Z  -  4,097,460.418 (meters)                     COMP
 LO1075  LAPLACE CORR    -         -7.42  (seconds)                    DEFLEC18
 LO1075
 LO1075  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LO1075  Standards:
 LO1075         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LO1075            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LO1075  -------------------------------------------------------------------
 LO1075  NETWORK    1.26   2.08           0.59   0.39   1.06     -0.15298084
 LO1075  -------------------------------------------------------------------
 LO1075  Click here for local accuracies and other accuracy information.
 LO1075
 LO1075.The horizontal coordinates were established by GPS observations
 LO1075.and adjusted by the National Geodetic Survey in June 2012.
 LO1075
 LO1075.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LO1075.been affixed to the stable North American tectonic plate. See 
 LO1075.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LO1075
 LO1075.The horizontal coordinates are valid at the epoch date displayed above
 LO1075.which is a decimal equivalence of Year/Month/Day.
 LO1075
 LO1075.The orthometric height was determined by GPS observations and a
 LO1075.high-resolution geoid model.
 LO1075
 LO1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1075.GEOID18 height accuracy estimate available here.
 LO1075
 LO1075.Click photographs - Photos may exist for this station.
 LO1075
 LO1075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LO1075
 LO1075.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1075
 LO1075.The ellipsoidal height was determined by GPS observations
 LO1075.and is referenced to NAD 83.
 LO1075
 LO1075. The following values were computed from the NAD 83(2011) position.
 LO1075
 LO1075;                    North         East     Units Scale Factor Converg.
 LO1075;SPC UT C     - 2,209,686.427   603,498.413   MT  0.99992085   +0 46 44.2
 LO1075;SPC UT C     - 7,249,612.89  1,979,977.71   sFT  0.99992085   +0 46 44.2
 LO1075;UTM  12      - 4,451,947.108   560,923.420   MT  0.99964569   +0 27 44.3
 LO1075
 LO1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1075!SPC UT C     -   0.99971963  x   0.99992085  =   0.99964050
 LO1075!UTM  12      -   0.99971963  x   0.99964569  =   0.99936542
 LO1075
 LO1075:                Primary Azimuth Mark                     Grid Az
 LO1075:SPC UT C     -  BLUE BENCH AZ MK                         263 12 35.4
 LO1075:UTM  12      -  BLUE BENCH AZ MK                         263 31 35.3
 LO1075
 LO1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK6092351947(NAD 83)
 LO1075
 LO1075|---------------------------------------------------------------------|
 LO1075| PID    Reference Object                     Distance      Geod. Az  |
 LO1075|                                                           dddmmss.s |
 LO1075| CP4569 BLUE BENCH RM 1                      18.499 METERS 19538     |
 LO1075| CP4568 BLUE BENCH AZ MK                                   2635919.6 |
 LO1075| CP4570 BLUE BENCH RM 2                      22.364 METERS 29753     |
 LO1075|---------------------------------------------------------------------|
 LO1075
 LO1075                          SUPERSEDED SURVEY CONTROL
 LO1075
 LO1075  NAD 83(2007)-  40 12 56.61903(N)    110 17 02.46937(W) AD(2002.00) 0
 LO1075  ELLIP H (02/10/07) 1787.763  (m)                       GP(2002.00)    
 LO1075  ELLIP H (11/14/01) 1787.766  (m)                       GP(       ) 4 2
 LO1075  NAD 83(1994)-  40 12 56.61838(N)    110 17 02.46859(W) AD(       ) B
 LO1075  ELLIP H (04/21/95) 1787.800  (m)                       GP(       ) 4 1
 LO1075  NAD 83(1986)-  40 12 56.59806(N)    110 17 02.45918(W) AD(       ) 1
 LO1075  NAD 27      -  40 12 56.74900(N)    110 16 59.90400(W) AD(       ) 1
 LO1075  NGVD 29 (07/19/86) 1805.1    (m)         5922.     (f) VERT ANG       
 LO1075
 LO1075.Superseded values are not recommended for survey control.
 LO1075
 LO1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1075.See file dsdata.pdf to determine how the superseded data were derived.
 LO1075
 LO1075_MARKER: DS = TRIANGULATION STATION DISK
 LO1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO1075_STAMPING: BLUE BENCH 1936
 LO1075_MARK LOGO: CGS
 LO1075_MAGNETIC: N = NO MAGNETIC MATERIAL
 LO1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1075+STABILITY: SURFACE MOTION
 LO1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO1075+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1993
 LO1075
 LO1075  HISTORY     - Date     Condition        Report By
 LO1075  HISTORY     - 1936     MONUMENTED       CGS
 LO1075  HISTORY     - 1946     GOOD             CGS
 LO1075  HISTORY     - 1963     GOOD             USGS
 LO1075  HISTORY     - 19931013 GOOD             NGS
 LO1075
 LO1075                          STATION DESCRIPTION
 LO1075
 LO1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 LO1075'TWELVE MILES WEST OF MYTON AND 7 MILES EAST-NORTHEAST OF DUCHESNE (AIR
 LO1075'LINE DISTANCES), 8 MILES WEST OF JUNCTION OF LAKE FORK AND DUCHESNE
 LO1075'RIVERS, ON WHAT IS KNOWN LOCALLY AS BLUE BENCH, ON PROPERTY OF THE
 LO1075'JESSE KNIGHT INVESTMENT COMPANY, ON LONG NORTH-AND-SOUTH BENCH, 20
 LO1075'FEET SOUTHWEST OF EDGE OF RIM, 96 FEET NORTH OF Y-INTERSECTION OF
 LO1075'TRACK ROADS, 670.82 FEET NORTH OF GENERAL LAND OFFICE MARK, AND 27
 LO1075'FEET NORTH OF FIFTH TRANSMISSION-LINE POLE FROM WEST EDGE OF RIM.
 LO1075'
 LO1075'TO REACH FROM DUCHESNE POST OFFICE--GO NORTH ON GRADED ROAD 6.15 MILES
 LO1075'TO TRACK ROAD LEADING RIGHT AT GENERAL LAND OFFICE MARK STAMPED T-3-S.
 LO1075'R-5 AND 4-W.  S6, S7, S1 AND S12-1914 FROM THIS POINT GO EAST (ON MTR)
 LO1075'6.15 MILES TO HIGHEST POINT OF BENCH AND EDGE OF RIM, AND STATION ON
 LO1075'THE LEFT AT Y-INTERSECTION.
 LO1075'
 LO1075'THE SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE.
 LO1075'
 LO1075'THE UNDERGROUND MARK IS STANDARD DISK STATION MARK IN CONCRETE.
 LO1075'
 LO1075'REFERENCE MARKS ARE STANDARD DISKS IN CONCRETE.  RM NO. 1 PROJECTS 6
 LO1075'INCHES ABOVE GROUND, IS 50 FEET WEST OF EDGE OF RIM, 36 FEET NORTH OF
 LO1075'Y-INTERSTECTION, AND 18.510 METERS (60.73 FEET) SOUTH OF STATION.  RM
 LO1075'NO. 2 PROJECTS 4 INCHES, IS 65 FEET WEST-SOUTHWEST OF EDGE OF RIM, 20
 LO1075'FEET NORTHEAST OF CENTER LINE OF NORTHERNMOST TRACK ROAD, AND 22.366
 LO1075'METERS (73.38 FEET) WEST-NORTHWEST FROM STATION.  DISTANCE BETWEEN
 LO1075'REFERENCE MARKS IS 104.30 FEET.
 LO1075'
 LO1075'THE AZIMUTH MARK IS B.M. M 93 (U.S.G.S.), 1934, MARKED BY 8-INCH
 LO1075'CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND, IN SOUTHWEST ANGLE OF
 LO1075'GRADED CROSSROADS, 1 FOOT EAST OF WEST RIGHT-OF-WAY FENCE LINE, 12
 LO1075'FEET SOUTH OF FENCE CORNER, 22 FEET SOUTH OF IRRIGATION DITCH, 30 FEET
 LO1075'WEST OF CENTER LINE OF NORTH-AND-SOUTH GRADED ROAD, 75 FEET SOUTHWEST
 LO1075'OF INTERSECTION OF EAST-WEST AND NORTH-SOUTH ROADS, AND APPROXIMATELY
 LO1075'2 MILES EAST OF STATION.
 LO1075'
 LO1075'CHIMNEY OF WHITE SCHOOLHOUSE ON WEST SIDE OF NORTH-AND-SOUTH ROAD IS
 LO1075'ABOUT 1.5 MILES EAST-NORTHEAST OF STATION N 79 DEG 22 MIN E.  BEARING
 LO1075'FROM STATION TO GENERAL LAND OFFICE MARK, T3S, R4W, SECS. 13 AND 24,
 LO1075'QUARTER CORNER, DISTANT 204.466 METERS (670.82 FEET), IS 8 DEG 04 S 08
 LO1075'DEG 05 MIN W.  AZIMUTH TO MYTON WATER TANK, DISTANT APPROXIMATELY
 LO1075'12-1/2 MILES, IS S 82 DEG 41 MIN E.  BEARING FROM STATION TO TRAIL
 LO1075'INTERSECTION, DISTANT 96 FEET, IS S 12 DEG 04 MIN W.  WHILE EDGE OF
 LO1075'RIM, N 65 DEG E, IS DISTANT 20 FEET.
 LO1075
 LO1075                          STATION RECOVERY (1946)
 LO1075
 LO1075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1075'STATION AND TWO REFERENCE MARKS FOUND IN GOOD CONDITION AND AS
 LO1075'DESCRIBED.  A NEW AZIMUTH MARK WAS SET.
 LO1075'
 LO1075'THE STATION IS LOCATED ABOUT 12 MILES AIR LINE WEST OF MYTON, 7 MILES
 LO1075'AIR LINE EAST-NORTHEAST OF DUCHESNE ON A PROMINENT BENCH KNOWN LOCALLY
 LO1075'AS BLUE BENCH.
 LO1075'
 LO1075'THE STATION IS A BRONZE DISK STAMPED--BLUE BENCH 1936, SET IN A SQUARE
 LO1075'12-INCH BLOCK OF CONCRETE WHICH PROJECTS 8 INCHES.  IT IS 96 FEET
 LO1075'EAST-NORTHEAST OF A Y INTERSECTION OF ROADS, AND 20 FEET SOUTHWEST OF
 LO1075'EDGE OF RIM.
 LO1075'
 LO1075'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED--BLUE BENCH NO 1 1936,
 LO1075'SET IN A SQUARE 12-INCH BLOCK OF CONCRETE WHICH PROJECTS 6 INCHES.  IT
 LO1075'IS 50 FEET WEST OF EDGE OF RIM, AND SOUTH-SOUTHWEST OF AND 2 FEET
 LO1075'LOWER THAN STATION MARK.
 LO1075'
 LO1075'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED--BLUE BENCH NO 2 1936,
 LO1075'SET IN A SQUARE 12-INCH BLOCK OF CONCRETE WHICH PROJECTS 8 INCHES.  IT
 LO1075'IS 65 FEET WEST-SOUTHWEST OF EDGE OF RIM, AND 1 FOOT LOWER THAN
 LO1075'STATION MARK.
 LO1075'
 LO1075'THE AZIMUTH MARK IS A BRONZE DISK STAMPED--BLUE BENCH 1946, SET IN A
 LO1075'BOULDER WHICH PROJECTS 8 INCHES.  IT IS 45 FEET EAST OF A POWER LINE
 LO1075'POLE, 33 FEET SOUTH OF CENTERLINE OF ROAD AND 1.3 MILE WEST OF
 LO1075'STATION.
 LO1075'
 LO1075'TO REACH STATION FROM DUCHESNE.  GO NORTH ON STATE HIGHWAY 35 FOR 4.3
 LO1075'MILES TO ROAD RIGHT.  TURN RIGHT, GO 4.6 MILES TO AZIMUTH MARK ON THE
 LO1075'RIGHT AS DESCRIBED ABOVE.  CONTINUE ON ROAD 1.3 MILE TO THE STATION ON
 LO1075'THE LEFT AS DESCRIBED.
 LO1075
 LO1075                          STATION RECOVERY (1963)
 LO1075
 LO1075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LO1075'NEW ROUTE DESCRIPTION FOLLOWS--TO REACH STATION FROM DUCHESNE.
 LO1075'GO NORTH ON STATE HIGHWAY 35 FOR 3.4 MI. TO POWER LINE ROAD AND
 LO1075'TRANSFORMERS ON RIGHT.  TURN RIGHT, GO 4.6 MI. TO AZIMUTH MARK
 LO1075'ON RIGHT.  CONTINUE ON 1.3 MI. TO STATION ON LEFT AS DESCRIBED.
 LO1075'
 LO1075'STATION MARK--BRONZE DISK, STAMPED ---BLUE BENCH 1936---, SET IN A
 LO1075'SQUARE 12 IN. BLOCK OF CONCRETE WHICH PROJECTS 8 IN.
 LO1075
 LO1075                          STATION RECOVERY (1993)
 LO1075
 LO1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 LO1075'THE STATION IS LOCATED ABOUT 11 KM (6.85 MI) NORTHEAST OF DUCHESNE, 9
 LO1075'KM (5.60 MI) EAST OF STATE HIGHWAY 87, AT A BLUFF EDGE ON BLUE BENCH,
 LO1075'ALONG A TRACK ROAD, ABOUT 217 M (711.9 FT) SOUTH A WOODEN POLE POWER
 LO1075'LINE, IN SOUTH CENTRAL SECTION 13, T 3 S, R 4 W.  OWNERSHIP--UNKNOWN,
 LO1075'OPEN RANGE.
 LO1075'
 LO1075'TO REACH FROM THE JUNCTION OF US HIGHWAYS 40 AND 191 IN DUCHESNE, GO
 LO1075'EAST ON HIGHWAYS 40 AND 191 FOR 0.14 KM (0.10 MI) TO A PAVED ROAD
 LO1075'LEFT. TURN LEFT (NORTH) ON STATE HIGHWAY 87 FOR 5.68 KM (3.50 MI) TO A
 LO1075'GRADED ROAD RIGHT (6000 SOUTH) AT ELECTRIC SUBSTATION.  TURN RIGHT
 LO1075'(EAST) ON GRADED, THEN TRACK ROAD FOR 6.23 KM (3.85 MI) TO A PIPELINE
 LO1075'ROAD CROSSING.  CONTINUE AHEAD FOR 2.87 KM (1.80 MI) TO THE EDGE OF
 LO1075'BLUFF AND STATION ON THE LEFT.
 LO1075'
 LO1075'THE STATION IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 LO1075'PROJECTING 12 CM ABOVE GROUND.  IT IS 6.5 M (21.3 FT) WEST OF THE
 LO1075'BLUFF EDGE, AND 30.2 M (99.1 FT) NORTH OF THE ROAD CENTER IN CURVE.
 LO1075'DESCRIBED BY G.R. HEID.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0700 ***********************************************************************
 MS0700  DESIGNATION -  BLUE CREEK
 MS0700  PID         -  MS0700
 MS0700  STATE/COUNTY-  UT/BOX ELDER
 MS0700  COUNTRY     -  US
 MS0700  USGS QUAD   -  HOWELL (2017)
 MS0700
 MS0700                         *CURRENT SURVEY CONTROL
 MS0700  ______________________________________________________________________
 MS0700* NAD 83(1994) POSITION- 41 51 43.78254(N) 112 27 24.91439(W)   ADJUSTED
 MS0700* NAVD 88 ORTHO HEIGHT -  1430.7   (meters)     4694.    (feet) VERTCON3
 MS0700  ______________________________________________________________________
 MS0700  GEOID HEIGHT    -        -15.095 (meters)                     GEOID18
 MS0700  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 MS0700  HORZ ORDER      -  THIRD
 MS0700
 MS0700.The horizontal coordinates were established by classical geodetic methods
 MS0700.and adjusted by the National Geodetic Survey in November 1997.
 MS0700
 MS0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0700
 MS0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0700.GEOID18 height accuracy estimate available here.
 MS0700
 MS0700.Click photographs - Photos may exist for this station.
 MS0700
 MS0700.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0700
 MS0700. The following values were computed from the NAD 83(1994) position.
 MS0700
 MS0700;                    North         East     Units Scale Factor Converg.
 MS0700;SPC UT N     - 1,170,221.036   420,548.041   MT  1.00001375   -0 37 51.4
 MS0700;SPC UT N     - 3,839,300.18  1,379,748.03   sFT  1.00001375   -0 37 51.4
 MS0700;UTM  12      - 4,635,498.470   379,079.804   MT  0.99977992   -0 58 20.6
 MS0700
 MS0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0700!SPC UT N     -   0.99977801  x   1.00001375  =   0.99979176
 MS0700!UTM  12      -   0.99977801  x   0.99977992  =   0.99955798
 MS0700
 MS0700:                Primary Azimuth Mark                     Grid Az
 MS0700:SPC UT N     -  THATCHER 2                               149 15 44.3
 MS0700:UTM  12      -  THATCHER 2                               149 36 13.5
 MS0700
 MS0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM7907935498(NAD 83)
 MS0700
 MS0700|---------------------------------------------------------------------|
 MS0700| PID    Reference Object                     Distance      Geod. Az  |
 MS0700|                                                           dddmmss.s |
 MS0700| CM5185 BLUE CREEK RM 2                      11.352 METERS 14136     |
 MS0700| MS0696 THATCHER 2                          APPROX.18.4 KM 1483752.9 |
 MS0700| CM4315 BLUE CREEK RM 1                      25.804 METERS 25806     |
 MS0700|---------------------------------------------------------------------|
 MS0700
 MS0700                          SUPERSEDED SURVEY CONTROL
 MS0700
 MS0700  NAD 83(1993)-  41 51 43.77743(N)    112 27 24.90301(W) AD(       ) 3
 MS0700  NAD 83(1986)-  41 51 43.77296(N)    112 27 24.89924(W) AD(       ) 3
 MS0700  NAD 27      -  41 51 44.03663(N)    112 27 22.02294(W) AD(       ) 3
 MS0700  NGVD 29 (07/19/86) 1429.7    (m)         4691.     (f) VERT ANG       
 MS0700
 MS0700.Superseded values are not recommended for survey control.
 MS0700
 MS0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0700.See file dsdata.pdf to determine how the superseded data were derived.
 MS0700
 MS0700_MARKER: DD = SURVEY DISK
 MS0700_SETTING: 0 = UNSPECIFIED SETTING
 MS0700
 MS0700  HISTORY     - Date     Condition        Report By
 MS0700  HISTORY     - 1968     MONUMENTED       USGS
 MS0700
 MS0700                          STATION DESCRIPTION
 MS0700
 MS0700'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JAB)
 MS0700'LOCATED ABOUT 13.0 MI. E. OF.  7.0 MI. S. OF SNOWVILLE.  JUST
 MS0700'W. OF INTERSTATE 80N RIGHT-OF-WAY FENCE.
 MS0700'
 MS0700'TO REACH FROM THE SIGNAL LIGHT IN TREMONTON GO W. ON U.S. HIGHWAY
 MS0700'30S FOR 19.1 MI. TO A SIGN VALLEY EXIT.  TURN RIGHT OFF FREEWAY
 MS0700'AND GO 0.3 MI. TO STOP SIGN.  TURN LEFT ACROSS OVERPASS FOR 0.2
 MS0700'MI. TO FRONTAGE RD..  TURN RIGHT ON FRONTAGE RD. AND GO 1.9 MI.
 MS0700'TO STATION ON RIGHT AT Y-RD.
 MS0700'
 MS0700'STATION MARK--A STANDARD USGS TABLET STAMPED BLUE CREEK 1968
 MS0700'SET ON A COPPERWELD ROD, PROJECTING ABOUT 0.2 FT. ABOVE GROUND.
 MS0700'
 MS0700'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 MS0700'NO 1 1968 SET ON A COPPERWELD ROD, ABOUT LEVEL WITH STATION
 MS0700'MARK.
 MS0700'
 MS0700'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 MS0700'NO 2 1968 SET ON A COPPERWELD ROD, ABOUT LEVEL WITH THE STATION
 MS0700'MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0568 ***********************************************************************
 JO0568  DESIGNATION -  BLUE KNOLL
 JO0568  PID         -  JO0568
 JO0568  STATE/COUNTY-  UT/IRON
 JO0568  COUNTRY     -  US
 JO0568  USGS QUAD   -  LATIMER (2017)
 JO0568
 JO0568                         *CURRENT SURVEY CONTROL
 JO0568  ______________________________________________________________________
 JO0568* NAD 83(1994) POSITION- 38 05 51.52181(N) 113 15 05.95804(W)   ADJUSTED
 JO0568* NAVD 88 ORTHO HEIGHT -  1716.1   (meters)     5630.    (feet) VERTCON3
 JO0568  ______________________________________________________________________
 JO0568  GEOID HEIGHT    -        -21.867 (meters)                     GEOID18
 JO0568  LAPLACE CORR    -          4.50  (seconds)                    DEFLEC18
 JO0568  HORZ ORDER      -  FIRST
 JO0568
 JO0568.The horizontal coordinates were established by classical geodetic methods
 JO0568.and adjusted by the National Geodetic Survey in November 1997.
 JO0568
 JO0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0568
 JO0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0568.GEOID18 height accuracy estimate available here.
 JO0568
 JO0568.Click photographs - Photos may exist for this station.
 JO0568
 JO0568.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0568
 JO0568. The following values were computed from the NAD 83(1994) position.
 JO0568
 JO0568;                    North         East     Units Scale Factor Converg.
 JO0568;SPC UT S     - 3,160,256.036   346,366.225   MT  0.99996623   -1 04 23.6
 JO0568;SPC UT S     -10,368,273.34  1,136,369.86   sFT  0.99996623   -1 04 23.6
 JO0568;UTM  12      - 4,219,043.417   302,560.870   MT  1.00008013   -1 23 23.0
 JO0568
 JO0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0568!SPC UT S     -   0.99973423  x   0.99996623  =   0.99970047
 JO0568!UTM  12      -   0.99973423  x   1.00008013  =   0.99981433
 JO0568
 JO0568:                Primary Azimuth Mark                     Grid Az
 JO0568:SPC UT S     -  BLUE KNOLL AZ MK                         286 15 45.5
 JO0568:UTM  12      -  BLUE KNOLL AZ MK                         286 34 44.9
 JO0568
 JO0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH0256019043(NAD 83)
 JO0568
 JO0568|---------------------------------------------------------------------|
 JO0568| PID    Reference Object                     Distance      Geod. Az  |
 JO0568|                                                           dddmmss.s |
 JO0568| CM5187 BLUE KNOLL RM 1                       7.362 METERS 12910     |
 JO0568| CM5188 BLUE KNOLL RM 2                       7.319 METERS 20656     |
 JO0568| CM5186 BLUE KNOLL AZ MK                                   2851121.9 |
 JO0568|---------------------------------------------------------------------|
 JO0568
 JO0568                          SUPERSEDED SURVEY CONTROL
 JO0568
 JO0568  NAD 83(1986)-  38 05 51.51731(N)    113 15 05.95363(W) AD(       ) 1
 JO0568  NAD 27      -  38 05 51.63200(N)    113 15 03.08900(W) AD(       ) 1
 JO0568  NGVD 29 (07/19/86) 1715.0    (m)         5627.     (f) VERT ANG       
 JO0568
 JO0568.Superseded values are not recommended for survey control.
 JO0568
 JO0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0568.See file dsdata.pdf to determine how the superseded data were derived.
 JO0568
 JO0568_MARKER: DS = TRIANGULATION STATION DISK
 JO0568_SETTING: 80 = SET IN A BOULDER
 JO0568_STAMPING: BLUE KNOLL 1938
 JO0568_MARK LOGO: CGS
 JO0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0568+STABILITY: SURFACE MOTION
 JO0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0568+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2019
 JO0568
 JO0568  HISTORY     - Date     Condition        Report By
 JO0568  HISTORY     - 1938     MONUMENTED       CGS
 JO0568  HISTORY     - 1971     GOOD             USGS
 JO0568  HISTORY     - 20190412 GOOD             INDIV
 JO0568
 JO0568                          STATION DESCRIPTION
 JO0568
 JO0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JO0568'STATION IS ABOUT 20 MILES WSW OF MINERSVILLE, ABOUT 12 MILES
 JO0568'NNE OF LUND, AND ABOUT 3-1/2 MILES S OF NADA RAILROAD STATION
 JO0568'ON TOP OF A LONE BLACK ROCKY BUTTE, LOCALLY KNOWN AS NADA
 JO0568'BUTTE.  THAT IS SITE OF AIRWAY BEACON 42.
 JO0568'
 JO0568'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 JO0568'BOULDERS.  AZIMUTH MARK IS
 JO0568'A STANDARD BRONZE DISK IN CONCRETE.
 JO0568'
 JO0568'STATION IS REACHED FROM MINERSVILLE AS FOLLOWS--FROM POST
 JO0568'OFFICE AND LIBRARY GO W ON MAIN STREET 0.35 MILE TO A T ROAD.
 JO0568'THENCE TURN R, N, AND GO 0.4 MILE, THEN TURN L, W, AND FOLLOW
 JO0568'MAIN ROAD 1.5 MILES TO A FORK.  TAKE R FORK, WESTERLY, AND
 JO0568'GO 0.25 MILE.  THENCE CONTINUE STRAIGHT AHEAD, WESTERLY,
 JO0568'0.25 MILE ON A R FORK.  CONTINUE STRAIGHT AHEAD 0.1 MILE
 JO0568'TO ANOTHER FORK, TAKE R FORK, WESTERLY, 0.1 MILE, THEN TAKE
 JO0568'L FORK, NORTHWESTERLY, 0.8 MILE TO A FORK, TAKE R FORK,
 JO0568'NORTH-NORTHWESTERLY, 0.8 MILE, THEN TAKE R FORK, NNW, 0.5
 JO0568'MILE TO A DIM L FORK, CONTINUE ON MAIN ROAD (R FORK) 1.1
 JO0568'MILES TO A CROSS ROAD.  THENCE CONTINUE STRAIGHT AHEAD
 JO0568'(NORTH-NORTHWESTERLY) 0.6 MILE TO A TELEPHONE LINE.  PASS UNDER LINE
 JO0568'AND CONTINUE STRAIGHT AHEAD ON MAIN ROAD, W, 1.0 MILE.
 JO0568'THENCE CONTINUE STRAIGHT AHEAD, W, 0.9 MILE TO AN
 JO0568'ELECTRIC POWER TRANSMISSION LINE.  PASS UNDER LINE AND
 JO0568'CONTINUE STRAIGHT AHEAD, W, 1.6 MILES TO A FORK, TAKE R
 JO0568'FORK STRAIGHT AHEAD 0.7 MILE TO RR TRACKS AT LAHO
 JO0568'SIDING, ABOUT 1/4 MILE S OF SIGN LAHO.  THENCE CONTINUE
 JO0568'STRAIGHT AHEAD, W, 0.45 MILE TO A FORK, TAKE L FORK,
 JO0568'SOUTHWESTERLY, AND GO ABOUT 100 FEET, THEN TAKE ANOTHER L FORK,
 JO0568'SOUTHWESTERLY, 0.55 MILE TO A SE FENCE CORNER.  CONTINUE
 JO0568'STRAIGHT AHEAD DUE W ALONG S SIDE OF AN E AND W FENCE LINE
 JO0568'0.4 MILE TO A FORK, TAKE R FORK, W, ALONG FENCE LINE 0.1 MILE
 JO0568'TO A SW FENCE CORNER (THERE IS AN AIRWAY BEACON 0.15 MILE
 JO0568'SSW OF THIS FENCE CORNER).  THENCE TURN R, N, ALONG A N AND
 JO0568'S FENCE LINE AND GO ABOUT 200 YARDS, THEN BEAR NORTHWESTERLY
 JO0568'AWAY FROM FENCE LINE AND GO 2.5 MILES, WESTERLY AND
 JO0568'SOUTHWESTERLY, TO A FORK, TAKE L FORK, SOUTHWESTERLY, AND GO 0.6
 JO0568'MILE TO A FENCE CORNER (THERMO RR STATION LIES ABOUT 1
 JO0568'MILE S).  THENCE TURN R, W, ONTO A TRAIL ROAD AND FOLLOW ALONG
 JO0568'N SIDE OF AN E AND W FENCE LINE 1.0 MILE TO A SECTION
 JO0568'CORNER MARK, JUNCTION OF SOUTHERN BOUNDARIES OF SECTIONS 33
 JO0568'AND 34 OF T 29 S, R 12 W.  CONTINUE STRAIGHT AHEAD, W, ABOUT 50
 JO0568'YARDS TO A GATE AT N END OF A N AND S LANE.  THENCE TURN L,
 JO0568'S, ALONG LANE 1.5 MILES TO A SE FENCE CORNER, THEN TURN
 JO0568'R, W, ALONG S SIDE OF AN E AND W FENCE LINE (THERE IS
 JO0568'AN OLD ABANDONED RANCH ON S SIDE OF ROAD) AND GO 1.7 MILES
 JO0568'TO A FORK.  TAKE L FORK, SW, AND GO 2.45 MILES TO A FORK,
 JO0568'TAKE L FORK, S, AND GO 0.45 MILE.  THENCE CONTINUE STRAIGHT
 JO0568'AHEAD 0.7 MILE TO A CROSS ROAD, THENCE CONTINUE
 JO0568'STRAIGHT AHEAD, S, 0.2 MILE TO A FORK, TAKE L FORK,
 JO0568'EASTERLY, AND GO 1.3 MILES TO RR TRACKS AND NADA POST OFFICE
 JO0568'(A RANCH).  THENCE CONTINUE S AND W ALONG RR TRACKS 1.1 MILES
 JO0568'TO NADA RR STATION, THEN CONTINUE ALONG RR TRACKS 0.8 MILE
 JO0568'TO A FORK, TAKE L FORK (LEAVING RR TRACKS) AND GO SW AND S
 JO0568'2.25 MILES TO A FORK.  THENCE TAKE L FORK, SE, 1.0 MILE TO BASE
 JO0568'OF A BLACK ROCKY BUTTE AND END OF TRUCK TRAVEL.  THEN PACK
 JO0568'SE AND E UP BUTTE TO STATION, ABOUT A 20-MINUTE PACK.
 JO0568'
 JO0568'NOTE--AZIMUTH IS A STANDARD DISK AZIMUTH MARK.  IT IS ABOUT 1/2
 JO0568'MILE WNW OF STATION, ABOUT 35 FEET NNE OF ROAD LEADING TO
 JO0568'BASE OF BUTTE, AND IS ABOUT 300 FEET LOWER THAN STATION.
 JO0568'
 JO0568'THIS IS A DIFFERENT ROUTE THAN THAT OF RECONNAISSANCE PARTY.
 JO0568
 JO0568                          STATION RECOVERY (1971)
 JO0568
 JO0568'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JO0568'INSTRUMENT STAND IS 4.5 FT ABOVE STATION MARK.
 JO0568'
 JO0568'ALL MARKS FOUND IN GOOD CONDITION.
 JO0568'
 JO0568'REACHED BY HELICOPTER.
 JO0568'
 JO0568'STATION MARK--STANDARD USC AND GS DISK STAMPED BLUE KNOLL 1938
 JO0568'CEMENTED IN DRILL HOLE IN BOULDER.
 JO0568'
 JO0568'REFERENCE MARK NO. 1--STANDARD USC AND GS DISK STAMPED BLUE
 JO0568'KNOLL NO 1 1938 CEMENTED IN DRILL HOLE IN BOULDER.
 JO0568'
 JO0568'REFERENCE MARK NO. 2--STANDARD USC AND GS DISK STAMPED BLUE
 JO0568'KNOLL NO 2 1938 CEMENTED IN DRILL HOLE IN BOULDER.
 JO0568
 JO0568                          STATION RECOVERY (2019)
 JO0568
 JO0568'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (TWG)
 JO0568'TO REACH FROM THE INTERSECTION OF THE LUND HIGHWAY AND MIDVALLEY ROAD
 JO0568'IN ENOCH, GO NORTH ON THE LUND HIGHWAY FOR 12 MI (19.3 KM).  THEN TURN
 JO0568'RIGHT ONTO A WELL GRADED ROAD AND GO 13.2 MI (21.2 KM), DISREGARDING
 JO0568'ALL SIDE ROADS.  AT 13.2 MI (21.2 KM) TAKE THE LEFT FORK AND GO HALF A
 JO0568'MILE, THEN TAKE THE RIGHT FORK AND GO 0.8 MI (1.3 KM), THEN TURN RIGHT
 JO0568'ONTO A DIM 4WD ROAD AND GO ONE QUARTER MILE TO THE END OF VEHICLE
 JO0568'TRAVEL.  HIKE EAST TO HIGHEST POINT AND STATION, ABOUT ONE QUARTER
 JO0568'MILE AND ABOUT 20 MINUTES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0538 ***********************************************************************
 HM0538  DESIGNATION -  BLUE MTN
 HM0538  PID         -  HM0538
 HM0538  STATE/COUNTY-  UT/SAN JUAN
 HM0538  COUNTRY     -  US
 HM0538  USGS QUAD   -  ABAJO PEAK (2017)
 HM0538
 HM0538                         *CURRENT SURVEY CONTROL
 HM0538  ______________________________________________________________________
 HM0538* NAD 83(1994) POSITION- 37 50 25.16242(N) 109 27 41.67271(W)   ADJUSTED
 HM0538* NAVD 88 ORTHO HEIGHT -  3461.5   (meters)    11357.    (feet) VERTCON3
 HM0538  ______________________________________________________________________
 HM0538  GEOID HEIGHT    -        -18.493 (meters)                     GEOID18
 HM0538  LAPLACE CORR    -         -8.47  (seconds)                    DEFLEC18
 HM0538  HORZ ORDER      -  FIRST
 HM0538
 HM0538.The horizontal coordinates were established by classical geodetic methods
 HM0538.and adjusted by the National Geodetic Survey in November 1997.
 HM0538
 HM0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0538
 HM0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0538.GEOID18 height accuracy estimate available here.
 HM0538
 HM0538.Click photographs - Photos may exist for this station.
 HM0538
 HM0538.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0538
 HM0538. The following values were computed from the NAD 83(1994) position.
 HM0538
 HM0538;                    North         East     Units Scale Factor Converg.
 HM0538;SPC UT S     - 3,132,212.033   679,404.469   MT  0.99995178   +1 14 56.1
 HM0538;SPC UT S     -10,276,265.64  2,229,012.83   sFT  0.99995178   +1 14 56.1
 HM0538;UTM  12      - 4,189,213.768   635,365.945   MT  0.99982569   +0 56 38.1
 HM0538
 HM0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0538!SPC UT S     -   0.99946002  x   0.99995178  =   0.99941183
 HM0538!UTM  12      -   0.99946002  x   0.99982569  =   0.99928581
 HM0538
 HM0538:                Primary Azimuth Mark                     Grid Az
 HM0538:SPC UT S     -  BLUE MTN AZ MK                           196 24 51.5
 HM0538:UTM  12      -  BLUE MTN AZ MK                           196 43 09.5
 HM0538
 HM0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3536589213(NAD 83)
 HM0538
 HM0538|---------------------------------------------------------------------|
 HM0538| PID    Reference Object                     Distance      Geod. Az  |
 HM0538|                                                           dddmmss.s |
 HM0538| CM6109 BLUE MTN RM 2                        21.901 METERS 05238     |
 HM0538| HM0539 BLUE MTN ASTRO                       30.461 METERS 06447     |
 HM0538| CM6108 BLUE MTN RM 1                        26.269 METERS 07224     |
 HM0538| CM6107 BLUE MTN AZ MK                                     1973947.6 |
 HM0538| CM6110 BLUE MTN RM 3                        18.465 METERS 20628     |
 HM0538|---------------------------------------------------------------------|
 HM0538
 HM0538                          SUPERSEDED SURVEY CONTROL
 HM0538
 HM0538  NAD 83(1986)-  37 50 25.15652(N)    109 27 41.67626(W) AD(       ) 1
 HM0538  NAD 27      -  37 50 25.17983(N)    109 27 39.25561(W) AD(       ) 1
 HM0538  NGVD 29 (07/19/86) 3460.1    (m)        11352.     (f) VERT ANG       
 HM0538
 HM0538.Superseded values are not recommended for survey control.
 HM0538
 HM0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0538.See file dsdata.pdf to determine how the superseded data were derived.
 HM0538
 HM0538_MARKER: DD = SURVEY DISK
 HM0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0538_STAMPING: BLUE MTN TPC 1972
 HM0538_MARK LOGO: USACE
 HM0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0538+STABILITY: SURFACE MOTION
 HM0538
 HM0538  HISTORY     - Date     Condition        Report By
 HM0538  HISTORY     - 1972     MONUMENTED       DMA
 HM0538
 HM0538                          STATION DESCRIPTION
 HM0538
 HM0538'DESCRIBED BY DEFENSE MAP AGENCY 1972
 HM0538'THE STATION IS LOCATED ON BLUE MOUNTAIN ABOUT 6 MILES WEST-SOUTHWEST
 HM0538'OF MONTICELLO AND 15 MILES NORTH OF BLANDING.  IT IS ON THE
 HM0538'HIGHEST RIDGE AT A HAIRPIN CURVE IN THE ROAD JUST BEFORE REACHING
 HM0538'THE TOP OF THE MOUNTAIN.
 HM0538'
 HM0538'TO REACH FROM THE POST OFFICE IN MONTICELLO GO WEST ON CENTER
 HM0538'STREET FOR 0.2 MILE TO POINT WHERE CENTER STREET CHANGES TO
 HM0538'ABAJO DRIVE.  CONTINUE ON ABAJO DRIVE FOR 0.6 MILE TO INTERSECTION
 HM0538'WITH ROAD FROM SOUTH AND SIGN ABAJO PEAK DEAD END ROAD.  TURN LEFT
 HM0538'AND GO SOUTH AND WEST FOR 6.6 MILES TO INTERSECTION WITH ROAD
 HM0538'FROM THE RIGHT.  CONTINUE STRAIGHT AHEAD, UP GRADE, FOR 5.7
 HM0538'MILES TO A SADDLE.  (THE AZIMUTH MARK IS LOCATED ON THE RIDGE TO
 HM0538'THE RIGHT ABOUT 1,000 FEET FROM THE SADDLE.) FROM THE SADDLE
 HM0538'CONTINUE UP GRADE FOR 0.8 MILE TO A HAIRPIN CURVE NEAR THE TOP OF
 HM0538'THE MOUNTAIN AND THE SITE OF STATION, LOCATED 7.2 FEET EAST
 HM0538'OF THE NORTHEAST CORNER OF A SMALL METAL BUILDING, 10.4 FEET
 HM0538'NORTHEAST OF THE SOUTHEAST CORNER OF METAL BUILDING AND 60
 HM0538'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD AT ITS NORTHEAST
 HM0538'MOST POINT.
 HM0538'
 HM0538'STATION MARK--A CORPS OF ENGINEERS DISK STAMPED--BLUE MTN TPC 1972
 HM0538'SET IN A 12-INCH DIAMETER CONCRETE POST THAT PROJECTS 1.0 FOOT
 HM0538'ABOVE GROUND.
 HM0538'
 HM0538'UNDERGROUND MARK--A CORPS OF ENGINEERS DISK STAMPED--BLUE MTN TPC
 HM0538'1972
 HM0538'
 HM0538'REFERENCE MARK NO. 1--A CORPS OF ENGINEERS DISK STAMPED--BLUE MTN
 HM0538'RM 1 TPC 1972 SET IN A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH
 HM0538'WITH THE GROUND, 26.269 METERS EAST-NORTHEAST OF THE STATION.
 HM0538'
 HM0538'REFERENCE MARK NO. 2--A CORPS OF ENGINEERS DISK STAMPED--BLUE MTN
 HM0538'RM 2 TPC 1972 SET IN A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 HM0538'0.2 FOOT ABOVE GROUND, 21.901 METERS NORTHEAST OF STATION.
 HM0538'
 HM0538'REFERENCE MARK NO. 3--A CORPS OF ENGINEERS DISK STAMPED--BLUE MTN
 HM0538'RM 3 TPC 1972 SET IN A 12-INCH SQUARE CONCRETE POST FLUSH WITH
 HM0538'THE GROUND, 18.465 METERS SOUTH-SOUTHWEST OF THE STATION.
 HM0538'
 HM0538'AZIMUTH MARK--A CORPS OF ENGINEERS DISK STAMPED--BLUE MTN AZ MK
 HM0538'TPC 1972 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 HM0538'WITH THE GROUND, ABOUT 0.7 MILE SOUTH-SOUTHWEST OF THE STATION.
 HM0538'
 HM0538'BLUE MTN ASTRO--A CORPS OF ENGINEERS DISK STAMPED--BLUE MTN ASTRO
 HM0538'TPC 1972 SET IN A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 0.2
 HM0538'FOOT ABOVE GROUND.  IT IS 30.461 METERS NORTHEAST OF THE STATION
 HM0538'AND ABOUT 24 FEET LOWER IN ELEVATION.  NOTE--THIS MARK WAS
 HM0538'INTENDED TO BE USED AS THE MAIN STATION, HOWEVER, DUE TO
 HM0538'CONSTRUCTIONS PLANS OF THE U.S. FOREST SERVICE THE MARK IS
 HM0538'SUBJECT TO DESTRUCTION IN THE NEAR FUTURE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0539 ***********************************************************************
 HM0539  DESIGNATION -  BLUE MTN ASTRO
 HM0539  PID         -  HM0539
 HM0539  STATE/COUNTY-  UT/SAN JUAN
 HM0539  COUNTRY     -  US
 HM0539  USGS QUAD   -  ABAJO PEAK (2017)
 HM0539
 HM0539                         *CURRENT SURVEY CONTROL
 HM0539  ______________________________________________________________________
 HM0539* NAD 83(1994) POSITION- 37 50 25.58327(N) 109 27 40.54558(W)   ADJUSTED
 HM0539* NAVD 88 ORTHO HEIGHT -  3454.3   (meters)    11333.    (feet) VERTCON3
 HM0539  ______________________________________________________________________
 HM0539  GEOID HEIGHT    -        -18.493 (meters)                     GEOID18
 HM0539  LAPLACE CORR    -         -8.59  (seconds)                    DEFLEC18
 HM0539  HORZ ORDER      -  SECOND
 HM0539
 HM0539.The horizontal coordinates were established by classical geodetic methods
 HM0539.and adjusted by the National Geodetic Survey in November 1997.
 HM0539
 HM0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0539
 HM0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0539.GEOID18 height accuracy estimate available here.
 HM0539
 HM0539.Click photographs - Photos may exist for this station.
 HM0539
 HM0539.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0539
 HM0539. The following values were computed from the NAD 83(1994) position.
 HM0539
 HM0539;                    North         East     Units Scale Factor Converg.
 HM0539;SPC UT S     - 3,132,225.605   679,431.737   MT  0.99995178   +1 14 56.8
 HM0539;SPC UT S     -10,276,310.17  2,229,102.29   sFT  0.99995178   +1 14 56.8
 HM0539;UTM  12      - 4,189,227.194   635,393.282   MT  0.99982578   +0 56 38.8
 HM0539
 HM0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0539!SPC UT S     -   0.99946115  x   0.99995178  =   0.99941296
 HM0539!UTM  12      -   0.99946115  x   0.99982578  =   0.99928703
 HM0539
 HM0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3539389227(NAD 83)
 HM0539
 HM0539                          SUPERSEDED SURVEY CONTROL
 HM0539
 HM0539  NAD 83(1986)-  37 50 25.57736(N)    109 27 40.54913(W) AD(       ) 2
 HM0539  NAD 27      -  37 50 25.60069(N)    109 27 38.12850(W) AD(       ) 2
 HM0539  NGVD 29 (07/19/86) 3452.9    (m)        11328.     (f) VERT ANG       
 HM0539
 HM0539.Superseded values are not recommended for survey control.
 HM0539
 HM0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0539.See file dsdata.pdf to determine how the superseded data were derived.
 HM0539
 HM0539_MARKER: DD = SURVEY DISK
 HM0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0539_STAMPING: BLUE MTN ASTRO TPC 1972
 HM0539_MARK LOGO: USACE
 HM0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0539+STABILITY: SURFACE MOTION
 HM0539
 HM0539  HISTORY     - Date     Condition        Report By
 HM0539  HISTORY     - 1972     MONUMENTED       DMA
 HM0539  HISTORY     - 1985     GOOD             USPSQD
 HM0539
 HM0539                          STATION DESCRIPTION
 HM0539
 HM0539'DESCRIBED BY DEFENSE MAP AGENCY 1972
 HM0539'BLUE MTN ASTRO--A CORPS OF ENGINEERS DISK STAMPED--BLUE MTN ASTRO
 HM0539'TPC 1972 SET IN A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 HM0539'0.2 FOOT ABOVE GROUND.  IT IS 30.461 METERS NORTHEAST OF THE
 HM0539'STATION AND ABOUT 24 FEET LOWER IN ELEVATION.  NOTE--THIS MARK
 HM0539'WAS INTENDED TO BE USED AS THE MAIN STATION, HOWEVER, DUE TO
 HM0539'CONSTRUCTIONS PLANS OF THE U.S. FOREST SERVICE THE MARK IS
 HM0539'SUBJECT TO DESTRUCTION IN THE NEAR FUTURE.
 HM0539
 HM0539                          STATION RECOVERY (1985)
 HM0539
 HM0539'RECOVERY NOTE BY US POWER SQUADRON 1985 (EWP)
 HM0539'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0572 ***********************************************************************
 JO0572  DESIGNATION -  BLUE PEAK
 JO0572  PID         -  JO0572
 JO0572  STATE/COUNTY-  UT/BEAVER
 JO0572  COUNTRY     -  US
 JO0572  USGS QUAD   -  BLUE MOUNTAIN (2017)
 JO0572
 JO0572                         *CURRENT SURVEY CONTROL
 JO0572  ______________________________________________________________________
 JO0572* NAD 83(1994) POSITION- 38 10 32.55847(N) 113 23 30.52494(W)   ADJUSTED
 JO0572* NAVD 88 ORTHO HEIGHT -  2315.85  (+/-2cm)     7597.9   (feet) VERTCON3
 JO0572  ______________________________________________________________________
 JO0572  GEOID HEIGHT    -        -21.697 (meters)                     GEOID18
 JO0572  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 JO0572  HORZ ORDER      -  SECOND
 JO0572  VERT ORDER      -  THIRD ? (See Below)
 JO0572
 JO0572.The horizontal coordinates were established by classical geodetic methods
 JO0572.and adjusted by the National Geodetic Survey in November 1997.
 JO0572
 JO0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0572
 JO0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0572.GEOID18 height accuracy estimate available here.
 JO0572
 JO0572.The vertical order pertains to the NGVD 29 superseded value.
 JO0572
 JO0572.Click photographs - Photos may exist for this station.
 JO0572
 JO0572.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0572
 JO0572. The following values were computed from the NAD 83(1994) position.
 JO0572
 JO0572;                    North         East     Units Scale Factor Converg.
 JO0572;SPC UT S     - 3,169,158.700   334,250.218   MT  0.99997460   -1 09 32.7
 JO0572;SPC UT S     -10,397,481.50  1,096,619.26   sFT  0.99997460   -1 09 32.7
 JO0572;UTM  12      - 4,228,014.468   290,492.792   MT  1.00014061   -1 28 43.9
 JO0572
 JO0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0572!SPC UT S     -   0.99964015  x   0.99997460  =   0.99961476
 JO0572!UTM  12      -   0.99964015  x   1.00014061  =   0.99978071
 JO0572
 JO0572:                Primary Azimuth Mark                     Grid Az
 JO0572:SPC UT S     -  WAH                                      321 49 57.3
 JO0572:UTM  12      -  WAH                                      322 09 08.5
 JO0572
 JO0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH9049228014(NAD 83)
 JO0572
 JO0572|---------------------------------------------------------------------|
 JO0572| PID    Reference Object                     Distance      Geod. Az  |
 JO0572|                                                           dddmmss.s |
 JO0572| CM5189 BLUE PEAK RM 1                       10.902 METERS 12058     |
 JO0572| CM5190 BLUE PEAK RM 2                       15.880 METERS 17309     |
 JO0572| JO0577 WAH                                 APPROX.26.5 KM 3204024.6 |
 JO0572|---------------------------------------------------------------------|
 JO0572
 JO0572                          SUPERSEDED SURVEY CONTROL
 JO0572
 JO0572  NAD 83(1986)-  38 10 32.55335(N)    113 23 30.52115(W) AD(       ) 2
 JO0572  NAD 27      -  38 10 32.67755(N)    113 23 27.64302(W) AD(       ) 2
 JO0572  NGVD 29            2314.66   (m)         7594.0    (f) LEVELING    3  
 JO0572
 JO0572.Superseded values are not recommended for survey control.
 JO0572
 JO0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0572.See file dsdata.pdf to determine how the superseded data were derived.
 JO0572
 JO0572_MARKER: DD = SURVEY DISK
 JO0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0572_STAMPING: BLUE PEAK 1971
 JO0572_MARK LOGO: USGS
 JO0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0572+STABILITY: SURFACE MOTION
 JO0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0572+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2018
 JO0572
 JO0572  HISTORY     - Date     Condition        Report By
 JO0572  HISTORY     - 1971     MONUMENTED       USGS
 JO0572  HISTORY     - 20181005 GOOD             INDIV
 JO0572
 JO0572                          STATION DESCRIPTION
 JO0572
 JO0572'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0572'RM 1 - RM 2 NOT MEASURED.
 JO0572'
 JO0572'LOCATED 26 MI (AIRLINE) WSW. OF MINERSVILLE.  ABOUT 12 MI N. OF
 JO0572'LUND.  ON THE HIGHEST POINT OF THE EXTREME EAST MOUNTAIN OF THE
 JO0572'WAH WAH MTNS. OVERLOOKING ESCALANTE DESERT.
 JO0572'
 JO0572'TO REACH FROM LUND, DRIVE W. ON GRAVEL RD. 1.4 MI TO
 JO0572'T-RD. N.  TURN RIGHT (N.) FOR 7.3 MI TO A RD. FK.  TAKE LEFT FORK
 JO0572'FOR 1.7 MI TO A RD. FK.  TAKE RIGHT FORK FOR 1.9 MI TO A LARGE
 JO0572'CEDAR TREE ABOUT 50 FT E. OF RD. AND DIM TRACKS LEADING TO THE
 JO0572'RIGHT.  - TURN RIGHT AND FOLLOW TRACKS NE. TOWARD HIGHEST PEAK
 JO0572'ABOUT 3.0 MI TO BASE OF PEAK AND END OF 4-WHEEL DRIVE TRUCK
 JO0572'TRAVEL.  PACK NE. UP STEEP RIDGE TO HIGHEST POINT AND STATION -
 JO0572'A 1-HOUR PACK.
 JO0572'
 JO0572'GOOD HELICOPTER LANDING ABOUT 30 FT FROM STATION.
 JO0572'
 JO0572'STATION MARK--STANDARD USGS ALUMINUM STATION MARK TABLET STAMPED
 JO0572'BLUE PEAK - 1971, SET IN CONC. POST.
 JO0572'
 JO0572'REFERENCE MARK NO. 1--STANDARD USGS BRONZE REFERENCE MARK TABLET
 JO0572'STAMPED BLUE PEAK NO 1 1971 CEMENTED IN DRILL HOLE IN BOULDER.
 JO0572'
 JO0572'REFERENCE MARK NO. 2--STANDARD USGS BRONZE REFERENCE MARK TABLET
 JO0572'STAMPED BLUE PEAK NO 2 1971 CEMENTED IN DRILL HOLE IN BOULDER.
 JO0572'
 JO0572'1-35 X--DRILL HOLE IN ROCK.
 JO0572
 JO0572                          STATION RECOVERY (2018)
 JO0572
 JO0572'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (TWG)
 JO0572'THE DIM TRACK HAS BEEN WASHED OUT AND IS NO LONGER A USABLE DRIVING
 JO0572'ROUTE.  THE HIKE FROM THE ROAD WAS 1 HOUR AND 50 MINUTES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0460 ***********************************************************************
 JN0460  DESIGNATION -  BLUEJOHN
 JN0460  PID         -  JN0460
 JN0460  STATE/COUNTY-  UT/WAYNE
 JN0460  COUNTRY     -  US
 JN0460  USGS QUAD   -  WHITBECK KNOLL (2017)
 JN0460
 JN0460                         *CURRENT SURVEY CONTROL
 JN0460  ______________________________________________________________________
 JN0460* NAD 83(1994) POSITION- 38 22 45.68325(N) 110 18 58.67304(W)   ADJUSTED
 JN0460* NAVD 88 ORTHO HEIGHT -  1809.2   (meters)     5936.    (feet) VERTCON3
 JN0460  ______________________________________________________________________
 JN0460  GEOID HEIGHT    -        -20.005 (meters)                     GEOID18
 JN0460  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 JN0460  HORZ ORDER      -  SECOND
 JN0460
 JN0460.The horizontal coordinates were established by classical geodetic methods
 JN0460.and adjusted by the National Geodetic Survey in November 1997.
 JN0460
 JN0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0460
 JN0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0460.GEOID18 height accuracy estimate available here.
 JN0460
 JN0460.Click photographs - Photos may exist for this station.
 JN0460
 JN0460.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0460
 JN0460. The following values were computed from the NAD 83(1994) position.
 JN0460
 JN0460;                    North         East     Units Scale Factor Converg.
 JN0460;SPC UT S     - 3,190,741.463   603,427.373   MT  1.00000519   +0 43 30.9
 JN0460;SPC UT S     -10,468,290.95  1,979,744.64   sFT  1.00000519   +0 43 30.9
 JN0460;UTM  12      - 4,248,127.988   559,716.992   MT  0.99964392   +0 25 28.2
 JN0460
 JN0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0460!SPC UT S     -   0.99971934  x   1.00000519  =   0.99972453
 JN0460!UTM  12      -   0.99971934  x   0.99964392  =   0.99936336
 JN0460
 JN0460:                Primary Azimuth Mark                     Grid Az
 JN0460:SPC UT S     -  BLUEJOHN AZ MK                           226 27 51.6
 JN0460:UTM  12      -  BLUEJOHN AZ MK                           226 45 54.3
 JN0460
 JN0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH5971648127(NAD 83)
 JN0460
 JN0460|---------------------------------------------------------------------|
 JN0460| PID    Reference Object                     Distance      Geod. Az  |
 JN0460|                                                           dddmmss.s |
 JN0460| CM6112 BLUEJOHN RM 1                         9.782 METERS 20119     |
 JN0460| CM6111 BLUEJOHN AZ MK                                     2271122.5 |
 JN0460| CM6113 BLUEJOHN RM 2                         9.547 METERS 28501     |
 JN0460|---------------------------------------------------------------------|
 JN0460
 JN0460                          SUPERSEDED SURVEY CONTROL
 JN0460
 JN0460  NAD 83(1986)-  38 22 45.67432(N)    110 18 58.67087(W) AD(       ) 2
 JN0460  NAD 27      -  38 22 45.73338(N)    110 18 56.17772(W) AD(       ) 2
 JN0460  NGVD 29 (07/19/86) 1808.1    (m)         5932.     (f) VERT ANG       
 JN0460
 JN0460.Superseded values are not recommended for survey control.
 JN0460
 JN0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0460.See file dsdata.pdf to determine how the superseded data were derived.
 JN0460
 JN0460_MARKER: DS = TRIANGULATION STATION DISK
 JN0460_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JN0460_STAMPING: BLUEJOHN 1963
 JN0460_MARK LOGO: CGS
 JN0460_PROJECTION: PROJECTING 13 CENTIMETERS
 JN0460_MAGNETIC: P = MARKER IS A STEEL PIPE
 JN0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0460+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2021
 JN0460
 JN0460  HISTORY     - Date     Condition        Report By
 JN0460  HISTORY     - 1963     MONUMENTED       CGS
 JN0460  HISTORY     - 20210926 GOOD             INDIV
 JN0460
 JN0460                          STATION DESCRIPTION
 JN0460
 JN0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JN0460'THE STATION IS LOCATED ABOUT 21-1/4 MILES EAST OF HANKSVILLE,
 JN0460'8 MILES SOUTH OF THE EMERY-WAYNE COUNTY LINE, 3 MILES WEST
 JN0460'OF BLUEJOHN CANYON, 0.5 MILE WEST OF ROOST FLATS AIRSTRIP
 JN0460'ON A LOW, RED, SANDY, SAGE-COVERED HILL.
 JN0460'
 JN0460'TO REACH THE STATION BY HELICOPTER FROM THE HANKSVILLE AIRPORT
 JN0460'FLY EASTERLY ON A TRUE COURSE OF 95 DEGREES FOR ABOUT 20-1/2
 JN0460'MILES TO THE SAND HILL AND THE STATION.  TO REACH THE AZIMUTH
 JN0460'MARK FROM THE STATION PACK SOUTHWEST FOR 0.65 MILE TO A LOW
 JN0460'SAND HILL AND THE MARK.
 JN0460'
 JN0460'THE STATION MARK IS A STANDARD DISK, STAMPED BLUEJOHN 1963,
 JN0460'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE 3 FEET LONG
 JN0460'THAT IS SET IN CONCRETE AND PROJECTS 5 INCHES.  IT IS 300
 JN0460'FEET WEST OF A SMALL GRAVEL PIT AND 150 FEET SOUTHWEST OF
 JN0460'THE HIGHEST POINT OF THE HILL.
 JN0460'
 JN0460'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLUEJOHN NO 1
 JN0460'1963, WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE 3 FEET
 JN0460'LONG THAT IS SET IN CONCRETE AND PROJECTS 4 INCHES.  IT IS
 JN0460'ABOUT LEVEL WITH THE STATION.
 JN0460'
 JN0460'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLUEJOHN NO
 JN0460'2 1963, WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE 3 FEET
 JN0460'LONG THAT IS SET IN CONCRETE AND PROJECTS 4 INCHES.  IT IS
 JN0460'ON THE WEST SLOPE OF THE HILL AND ABOUT 1 FOOT LOWER THAN THE
 JN0460'STATION.
 JN0460'
 JN0460'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BLUEJOHN 1963,
 JN0460'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE 3 FEET LONG
 JN0460'THAT IS SET IN CONCRETE AND PROJECTS 3 INCHES.  IT IS ON A
 JN0460'LOW SAND HILL 66 FEET NORTHEAST OF A PINON BUSH, 30 FEET SOUTH
 JN0460'OF THE SOUTH CORNER OF A SMALL GRAVEL PIT, 21 FEET NORTHWEST
 JN0460'OF A BLADED ROAD AND 2.4 FT. SOUTH OF A SMALL CAIRN.
 JN0460
 JN0460                          STATION RECOVERY (2021)
 JN0460
 JN0460'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 JN0460'TO REACH FROM IH-70 IN UTAH, TAKE EXIT 149 AND GO SOUTH ON UT-24 FOR
 JN0460'24.5 MI (39.4 KM).  TURN LEFT ONTO CR1010 AND GO 24 MI (38.6 KM)
 JN0460'TOWARD HANS FLATS RANGER STATION.  AT THE INTERSECTION AT 24 MI (38.6
 JN0460'KM) TURN RIGHT ONTO CR114 AND GO 7.1 MI (11.4 KM) THEN TURN RIGHT ONTO
 JN0460'CR115 AND GO 0.6 MI (1.0 KM).  PARK AND HIKE NORTH TO THE STATION
 JN0460'ABOUT 1200 FT (365.8 M).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0546 ***********************************************************************
 HM0546  DESIGNATION -  BLUFF
 HM0546  PID         -  HM0546
 HM0546  STATE/COUNTY-  UT/SAN JUAN
 HM0546  COUNTRY     -  US
 HM0546  USGS QUAD   -  RECAPTURE POCKET (2017)
 HM0546
 HM0546                         *CURRENT SURVEY CONTROL
 HM0546  ______________________________________________________________________
 HM0546* NAD 83(1994) POSITION- 37 19 23.77266(N) 109 29 26.91825(W)   ADJUSTED
 HM0546* NAVD 88 ORTHO HEIGHT -  1594.    (meters)     5230.    (feet) SCALED
 HM0546  ______________________________________________________________________
 HM0546  GEOID HEIGHT    -        -20.873 (meters)                     GEOID18
 HM0546  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 HM0546  HORZ ORDER      -  FIRST
 HM0546
 HM0546.The horizontal coordinates were established by classical geodetic methods
 HM0546.and adjusted by the National Geodetic Survey in November 1997.
 HM0546
 HM0546.The orthometric height was scaled from a topographic map.
 HM0546
 HM0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0546.GEOID18 height accuracy estimate available here.
 HM0546
 HM0546.Click photographs - Photos may exist for this station.
 HM0546
 HM0546.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0546
 HM0546. The following values were computed from the NAD 83(1994) position.
 HM0546
 HM0546;                    North         East     Units Scale Factor Converg.
 HM0546;SPC UT S     - 3,074,784.893   678,064.688   MT  0.99998343   +1 13 51.6
 HM0546;SPC UT S     -10,087,856.77  2,224,617.23   sFT  0.99998343   +1 13 51.6
 HM0546;UTM  12      - 4,131,802.649   633,715.253   MT  0.99982025   +0 54 54.6
 HM0546
 HM0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0546!SPC UT S     -   0.99975320  x   0.99998343  =   0.99973663
 HM0546!UTM  12      -   0.99975320  x   0.99982025  =   0.99957349
 HM0546
 HM0546:                Primary Azimuth Mark                     Grid Az
 HM0546:SPC UT S     -  BLUFF AZ MK                              303 53 01.6
 HM0546:UTM  12      -  BLUFF AZ MK                              304 11 58.6
 HM0546
 HM0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3371531802(NAD 83)
 HM0546
 HM0546|---------------------------------------------------------------------|
 HM0546| PID    Reference Object                     Distance      Geod. Az  |
 HM0546|                                                           dddmmss.s |
 HM0546| CM6115 BLUFF RM 1                           13.650 METERS 12842     |
 HM0546| CM6116 BLUFF RM 2                           10.400 METERS 20423     |
 HM0546| CM6114 BLUFF AZ MK                                        3050653.2 |
 HM0546|---------------------------------------------------------------------|
 HM0546
 HM0546                          SUPERSEDED SURVEY CONTROL
 HM0546
 HM0546  NAD 83(1992)-  37 19 23.76782(N)    109 29 26.92044(W) AD(       ) 1
 HM0546  NAD 83(1992)-  37 19 23.76737(N)    109 29 26.92049(W) AD(       ) 1
 HM0546  NAD 83(1986)-  37 19 23.76702(N)    109 29 26.92062(W) AD(       ) 1
 HM0546  NAD 27      -  37 19 23.77003(N)    109 29 24.48271(W) AD(       ) 1
 HM0546
 HM0546.Superseded values are not recommended for survey control.
 HM0546
 HM0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0546.See file dsdata.pdf to determine how the superseded data were derived.
 HM0546
 HM0546_MARKER: DS = TRIANGULATION STATION DISK
 HM0546_SETTING: 80 = SET IN A BOULDER
 HM0546_STAMPING: BLUFF 1936
 HM0546_MARK LOGO: CGS
 HM0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0546+STABILITY: SURFACE MOTION
 HM0546
 HM0546  HISTORY     - Date     Condition        Report By
 HM0546  HISTORY     - 1936     MONUMENTED       CGS
 HM0546  HISTORY     - 1949     POOR             USGS
 HM0546
 HM0546                          STATION DESCRIPTION
 HM0546
 HM0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HM0546'ABOUT 3 MILES NORTH OF BLUFF CITY, 3 MILES EAST OF BLUFF
 HM0546'CITY-BLANDING ROAD, ON SOUTHEAST END OF BADLANDS MESA.  TO
 HM0546'REACH FROM BLANDING, GO SOUTH ON BLUFF CITY-BLANDING ROAD
 HM0546'15.8 MILES TO WHERE ROAD TURNS EAST AT BOTTOM OF STEEP HILL.
 HM0546'CONTINUE STRAIGHT AHEAD (SOUTH) ON MAIN ROAD 1.1 MILES TO THREE
 HM0546'BOARD SHACKS ON WEST SIDE OF ROAD.  CONTINUE SOUTH 6.0 MILES
 HM0546'TO SECOND PLANK BRIDGE OVER SMALL WASH.  CONTINUE SOUTH
 HM0546'0.75 MILE TO SMALL ROCK CAIRN ON LEFT SIDE OF ROAD AND TRUCK
 HM0546'TRACKS TURNING EAST ACROSS PRAIRIE (THIS ROCK CAIRN IS ABOUT
 HM0546'3 MILES NORTH OF BLUFF CITY).  FOLLOW TRACKS EAST ACROSS
 HM0546'COUNTRY 1.0 MILE TO END OF TRUCK TRAVEL.  CONTINUE EAST
 HM0546'ACROSS DUNES TO BASE OF MESA (ABOUT 1 MILE ACROSS THESE
 HM0546'DUNES.  CLIMB TO TOP OF MESA, TURN RIGHT (SOUTHEAST)
 HM0546'AND GO ALONG TOP OF MESA TO EXTREME SOUTHEAST END AND
 HM0546'STATION.  MARKED BY STANDARD STATION DISK IN BOULDER 18
 HM0546'INCHES IN DIAMETER.  REFERENCE AND AZIMUTH MARKS
 HM0546'ARE STANDARD DISKS IN BOULDERS.  NO. 1 IS 13.651
 HM0546'METERS (44.79 FEET) EAST OF STATION S 51 DEG 18 MIN E.
 HM0546'NO. 2 IS ON SOUTH SLOPE OF STATION RIDGE, 10.400 METERS
 HM0546'(34.12 FEET) FROM STATION S 24 DEG 23 MIN W.
 HM0546'DISTANCE BETWEEN REFERENCE MARKS IS 49.12 FEET.  AZIMUTH MARK
 HM0546'IS 12 FEET SOUTH OF ROCK CAIRN AND 0.35 MILE
 HM0546'WEST-NORTHWEST OF STATION N 54 DEG 53 MIN W.
 HM0546
 HM0546                          STATION RECOVERY (1949)
 HM0546
 HM0546'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 HM0546'STATION NOT IN GOOD CONDITION.  THE STATION MARK DISK STAMPED
 HM0546'BLUFF 1936 SET IN SMALL ROCK IS LOOSE IN GROUND.
 HM0546'
 HM0546'REFERENCE MARK 1 NOT FOUND.  A STANDARD U.S.G.S. REFERENCE MARK
 HM0546'TABLET STAMPED 1 CEMENTED IN SOLID ROCK WAS SET 140.00 FEET
 HM0546'FROM STATION MARK IN TRUE AZIMUTH 106 DEG 24 MIN.
 HM0546'
 HM0546'REFERENCE MARK 2 A STANDARD REFERENCE MARK DISK STAMPED
 HM0546'BLUFF NO 2 1936 CEMENTED IN A ROCK IS 36.01 FEET FROM STATION
 HM0546'MARK IN TRUE AZIMUTH 32 DEG 41 MIN.
 HM0546'
 HM0546'A 1/2 INCH IRON PIPE IS SET IN EARTH, 0.55 FEET FROM STATION
 HM0546'MARK IN TRUE AZIMUTH 87 DEG 44 MIN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1106 ***********************************************************************
 LO1106  DESIGNATION -  BLUFF
 LO1106  PID         -  LO1106
 LO1106  STATE/COUNTY-  UT/WASATCH
 LO1106  COUNTRY     -  US
 LO1106  USGS QUAD   -  WOLF CREEK (2017)
 LO1106
 LO1106                         *CURRENT SURVEY CONTROL
 LO1106  ______________________________________________________________________
 LO1106* NAD 83(1994) POSITION- 40 28 01.72503(N) 110 54 43.23099(W)   ADJUSTED
 LO1106* NAVD 88 ORTHO HEIGHT -  2602.8   (meters)     8539.    (feet) VERTCON3
 LO1106  ______________________________________________________________________
 LO1106  GEOID HEIGHT    -        -14.260 (meters)                     GEOID18
 LO1106  LAPLACE CORR    -          3.41  (seconds)                    DEFLEC18
 LO1106  HORZ ORDER      -  FIRST
 LO1106
 LO1106.The horizontal coordinates were established by classical geodetic methods
 LO1106.and adjusted by the National Geodetic Survey in November 1997.
 LO1106
 LO1106.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1106
 LO1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1106.GEOID18 height accuracy estimate available here.
 LO1106
 LO1106.Click photographs - Photos may exist for this station.
 LO1106
 LO1106.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1106
 LO1106. The following values were computed from the NAD 83(1994) position.
 LO1106
 LO1106;                    North         East     Units Scale Factor Converg.
 LO1106;SPC UT C     - 2,237,062.859   549,864.650   MT  0.99995964   +0 22 36.0
 LO1106;SPC UT C     - 7,339,430.40  1,804,014.27   sFT  0.99995964   +0 22 36.0
 LO1106;UTM  12      - 4,479,611.653   507,459.486   MT  0.99960068   +0 03 25.6
 LO1106
 LO1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1106!SPC UT C     -   0.99959410  x   0.99995964  =   0.99955376
 LO1106!UTM  12      -   0.99959410  x   0.99960068  =   0.99919494
 LO1106
 LO1106:                Primary Azimuth Mark                     Grid Az
 LO1106:SPC UT C     -  BLUFF AZ MK                              150 46 09.3
 LO1106:UTM  12      -  BLUFF AZ MK                              151 05 19.7
 LO1106
 LO1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK0745979611(NAD 83)
 LO1106
 LO1106|---------------------------------------------------------------------|
 LO1106| PID    Reference Object                     Distance      Geod. Az  |
 LO1106|                                                           dddmmss.s |
 LO1106| CP4575 BLUFF RM 1                            5.960 METERS 11926     |
 LO1106| CP4574 BLUFF AZ MK                                        1510845.3 |
 LO1106| CP4576 BLUFF RM 2                            9.690 METERS 24441     |
 LO1106|---------------------------------------------------------------------|
 LO1106
 LO1106                          SUPERSEDED SURVEY CONTROL
 LO1106
 LO1106  NAD 83(1993)-  40 28 01.72430(N)    110 54 43.22980(W) AD(       ) 1
 LO1106  NAD 83(1986)-  40 28 01.71001(N)    110 54 43.22014(W) AD(       ) 1
 LO1106  NAD 27      -  40 28 01.90300(N)    110 54 40.62600(W) AD(       ) 1
 LO1106  NGVD 29 (07/19/86) 2601.4    (m)         8535.     (f) VERT ANG       
 LO1106
 LO1106.Superseded values are not recommended for survey control.
 LO1106
 LO1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1106.See file dsdata.pdf to determine how the superseded data were derived.
 LO1106
 LO1106_MARKER: DS = TRIANGULATION STATION DISK
 LO1106_SETTING: 66 = SET IN ROCK OUTCROP
 LO1106_STAMPING: BLUFF 1946
 LO1106_MARK LOGO: CGS
 LO1106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO1106+STABILITY: POSITION/ELEVATION WELL
 LO1106
 LO1106  HISTORY     - Date     Condition        Report By
 LO1106  HISTORY     - 1946     MONUMENTED       CGS
 LO1106
 LO1106                          STATION DESCRIPTION
 LO1106
 LO1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1106'STATION IS LOCATED ON THE HIGHEST POINT OF A HIGH BLUFF ON
 LO1106'THE SOUTH EDGE OF WOLF CREEK, AND IS ON THE MOST PROMINENT,
 LO1106'SAGE BRUSH COVERED POINT IN THAT VICINITY, ABOUT 30 MILES
 LO1106'AIR LINE NORTHWEST OF DUCHESNE, AND 27 MILES AIR LINE EAST
 LO1106'AND A LITTLE SOUTH OF HEBER, NEAR THE WASATCH AND UINTA NATIONAL
 LO1106'FOREST BOUNDARY LINES, AND ALSO NEAR THE WASATCH AND DUCHESNE
 LO1106'COUNTY LINES.  STATION IS 6 FEET SOUTH OF THE NORTH EDGE OF
 LO1106'BLUFF, PROJECTS APPROXIMATELY 2 INCHES AND IS STAMPED--BLUFF
 LO1106'1946.
 LO1106'
 LO1106'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN
 LO1106'STATION MARK, LOCATED ON NORTH EDGE OF BLUFF, SET FLUSH WITH
 LO1106'GROUND, AND STAMPED--BLUFF NO 1 1946.
 LO1106'
 LO1106'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 INCHES LOWER THAN
 LO1106'STATION MARK, 8 FEET SOUTH OF NORTH EDGE OF BLUFF, SET FLUSH
 LO1106'WITH GROUND, AND STAMPED--BLUFF NO 2 1946.
 LO1106'
 LO1106'AZIMUTH MARK IS APPROXIMATELY 10 FEET WEST OF CENTER LINE OF
 LO1106'TRACK ROAD, PROJECTS 10 INCHES AND IS STAMPED--BLUFF 1946.
 LO1106'
 LO1106'TO REACH FROM DUCHESNE, GO WEST ON U.S. HIGHWAY 40 FOR 19.2
 LO1106'MILES TO SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW MAIN ROAD
 LO1106'FOR 10.9 MILES TO T INTERSECTION WITH STATE HIGHWAY 35--TURN
 LO1106'LEFT AND FOLLOW MAIN ROAD FOR 11.0 MILES TO STOCKMORE RANGER
 LO1106'STATION ON LEFT, (PASSING THROUGH THE SMALL VILLAGES OF
 LO1106'TABIONA AND HANNA).  CONTINUE STRAIGHT AHEAD FOR 3.7 MILES TO
 LO1106'A DIM TRACK ROAD LEFT (ROAD CAN BE SEEN FORDING CREEK A SHORT
 LO1106'DISTANCE FROM HIGHWAY).  TURN LEFT ON TRACK ROAD AND GO 0.3
 LO1106'MILE TO FORKS.  KEEP RIGHT FORK STRAIGHT AHEAD AND GO UP
 LO1106'DUGWAY FOR 0.7 MILE TO END OF DUGWAY AND DIM FORKS.  TURN
 LO1106'RIGHT ON DIM TRACKS AND GO 0.05 MILE TO AZIMUTH AS
 LO1106'DESCRIBED ABOVE.  THIS IS THE END OF TRUCK TRAVEL FOR
 LO1106'TRUCK WITH TWO WHEEL DRIVE.  WITH TRUCK WITH FOUR WHEEL
 LO1106'DRIVE, PICK WAY TO TOP OF RIDGE, THEN ALONG RIDGE TO
 LO1106'FENCE AND GATE (GATE IS SHORT DISTANCE DOWN SOUTH SLOPE
 LO1106'FROM TOP OF RIDGE).  PASS THROUGH GATE AND FOLLOW ALONG
 LO1106'RIDGE TO HIGHEST POINT AND STATION AS DESCRIBED ABOVE.
 LO1106'A DRIVE STATION IN A TRUCK WITH FOUR WHEEL DRIVE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0815 ***********************************************************************
 LO0815  DESIGNATION -  BLUFFDALE SCHOOL
 LO0815  PID         -  LO0815
 LO0815  STATE/COUNTY-  UT/SALT LAKE
 LO0815  COUNTRY     -  US
 LO0815  USGS QUAD   -  JORDAN NARROWS (2017)
 LO0815
 LO0815                         *CURRENT SURVEY CONTROL
 LO0815  ______________________________________________________________________
 LO0815* NAD 83(1994) POSITION- 40 29 23.68815(N) 111 56 25.58411(W)   ADJUSTED
 LO0815* NAVD 88 ORTHO HEIGHT -  1358.    (meters)     4455.    (feet) SCALED
 LO0815  ______________________________________________________________________
 LO0815  GEOID HEIGHT    -        -17.331 (meters)                     GEOID18
 LO0815  LAPLACE CORR    -          1.62  (seconds)                    DEFLEC18
 LO0815  HORZ ORDER      -  THIRD
 LO0815
 LO0815.The horizontal coordinates were established by classical geodetic methods
 LO0815.and adjusted by the National Geodetic Survey in November 1997.
 LO0815
 LO0815.The orthometric height was scaled from a topographic map.
 LO0815
 LO0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0815.GEOID18 height accuracy estimate available here.
 LO0815
 LO0815.Click photographs - Photos may exist for this station.
 LO0815
 LO0815.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0815
 LO0815. The following values were computed from the NAD 83(1994) position.
 LO0815
 LO0815;                    North         East     Units Scale Factor Converg.
 LO0815;SPC UT C     - 2,239,518.988   462,660.784   MT  0.99996410   -0 16 55.7
 LO0815;SPC UT C     - 7,347,488.55  1,517,912.92   sFT  0.99996410   -0 16 55.7
 LO0815;UTM  12      - 4,482,559.847   420,300.387   MT  0.99967819   -0 36 38.4
 LO0815
 LO0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0815!SPC UT C     -   0.99978974  x   0.99996410  =   0.99975384
 LO0815!UTM  12      -   0.99978974  x   0.99967819  =   0.99946799
 LO0815
 LO0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2030082559(NAD 83)
 LO0815
 LO0815                          SUPERSEDED SURVEY CONTROL
 LO0815
 LO0815  NAD 83(1993)-  40 29 23.68797(N)    111 56 25.58206(W) AD(       ) 3
 LO0815  NAD 83(1986)-  40 29 23.67702(N)    111 56 25.57737(W) AD(       ) 3
 LO0815  NAD 27      -  40 29 23.85801(N)    111 56 22.80720(W) AD(       ) 3
 LO0815
 LO0815.Superseded values are not recommended for survey control.
 LO0815
 LO0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0815.See file dsdata.pdf to determine how the superseded data were derived.
 LO0815
 LO0815_MARKER: 87 = DOME
 LO0815
 LO0815  HISTORY     - Date     Condition        Report By
 LO0815  HISTORY     - 1950     FIRST OBSERVED   USGS
 LO0815
 LO0815                          STATION DESCRIPTION
 LO0815
 LO0815'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LO0815'LOCATED AT BLUFFDALE NEAR STATE HIGHWAY 68, ON BLUFF IN NW. CORNER OF
 LO0815'INTERSECTION AND FACING COUNTY RD. ON S.  BUILDING IS CONCRETE, CREAM
 LO0815'COLORED WITH CUPOLA AND DOME ON S. FRONT.  BUILDING MAY ALSO BE USED
 LO0815'AS L.D.S. CHURCH.
 LO0815'
 LO0815'STATION MARK--CENTER OF DOME.
 LO0815'
 LO0815'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0450 ***********************************************************************
 MR0450  DESIGNATION -  BM
 MR0450  PID         -  MR0450
 MR0450  STATE/COUNTY-  UT/CACHE
 MR0450  COUNTRY     -  US
 MR0450  USGS QUAD   -  LOGAN (2017)
 MR0450
 MR0450                         *CURRENT SURVEY CONTROL
 MR0450  ______________________________________________________________________
 MR0450* NAD 83(1986) POSITION- 41 44 24.4    (N) 111 48 46.3    (W)   HD_HELD2
 MR0450* NAVD 88 ORTHO HEIGHT -  1458.006 (meters)     4783.47  (feet) ADJUSTED
 MR0450  ______________________________________________________________________
 MR0450  GEOID HEIGHT    -        -15.446 (meters)                     GEOID18
 MR0450  DYNAMIC HEIGHT  -       1456.918 (meters)     4779.91  (feet) COMP
 MR0450  MODELED GRAVITY -    979,826.9   (mgal)                       NAVD 88
 MR0450
 MR0450  VERT ORDER      -  SECOND    CLASS 0
 MR0450
 MR0450.The horizontal coordinates were established by autonomous hand held GPS
 MR0450.observations and have an estimated accuracy of +/- 10 meters.
 MR0450
 MR0450.The orthometric height was determined by differential leveling and
 MR0450.adjusted by the NATIONAL GEODETIC SURVEY
 MR0450.in June 1991.
 MR0450
 MR0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0450.GEOID18 height accuracy estimate available here.
 MR0450
 MR0450.Click photographs - Photos may exist for this station.
 MR0450
 MR0450.The dynamic height is computed by dividing the NAVD 88
 MR0450.geopotential number by the normal gravity value computed on the
 MR0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0450.degrees latitude (g = 980.6199 gals.).
 MR0450
 MR0450.The modeled gravity was interpolated from observed gravity values.
 MR0450
 MR0450;                    North         East    Units  Estimated Accuracy
 MR0450;SPC UT N     - 1,156,274.      473,974.      MT  (+/- 10 meters HH2 GPS)
 MR0450
 MR0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM3240721240(NAD 83)
 MR0450
 MR0450                          SUPERSEDED SURVEY CONTROL
 MR0450
 MR0450  NGVD 29 (??/??/92) 1456.926  (m)         4779.93   (f) ADJ UNCH    2 0
 MR0450
 MR0450.Superseded values are not recommended for survey control.
 MR0450
 MR0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0450.See file dsdata.pdf to determine how the superseded data were derived.
 MR0450
 MR0450_MARKER: DB = BENCH MARK DISK
 MR0450_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MR0450_SP_SET: STEP
 MR0450_STAMPING: U S A C 1934 U S C G
 MR0450_MARK LOGO: CGS
 MR0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0450
 MR0450  HISTORY     - Date     Condition        Report By
 MR0450  HISTORY     - 1934     MONUMENTED       LOCENG
 MR0450  HISTORY     - 1934     GOOD             CGS
 MR0450
 MR0450                          STATION DESCRIPTION
 MR0450
 MR0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0450'IN LOGAN.
 MR0450'AT LOGAN, CACHE COUNTY, AT THE UTAH STATE AGRICULTURAL COLLEGE, ON THE
 MR0450'SOUTH SIDE OF THE CAMPUS, AT THE ENGINEERING BUILDING, IN THE TOP OF
 MR0450'THE WEST END OF THE STEP NEXT TO THE TOP, 58 FEET EAST OF THE
 MR0450'NORTHWEST CORNER OF THE BUILDING, 28 FEET SOUTH OF THE CENTER LINE OF
 MR0450'THE DRIVEWAY IN FRONT OF THE BUILDING, AND ABOUT 4 FEET ABOVE GROUND.
 MR0450'A UTAH STATE AGRICULTURAL COLLEGE STANDARD DISK, STAMPED U S A C 1934
 MR0450'U S C G.  NOTE-- THE LETTERS AND NUMBERS STAMPED ON THE DISK (USAC 100
 MR0450'1934) DO NOT CORRESPOND WITH THOSE LISTED IN THE DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0228 ***********************************************************************
 MS0228  DESIGNATION -  BM
 MS0228  PID         -  MS0228
 MS0228  STATE/COUNTY-  UT/BOX ELDER
 MS0228  COUNTRY     -  US
 MS0228  USGS QUAD   -  SNOWVILLE (2017)
 MS0228
 MS0228                         *CURRENT SURVEY CONTROL
 MS0228  ______________________________________________________________________
 MS0228* NAD 83(1986) POSITION- 41 56 22.     (N) 112 39 35.     (W)   SCALED
 MS0228* NAVD 88 ORTHO HEIGHT -  1511.016 (meters)     4957.39  (feet) ADJUSTED
 MS0228  ______________________________________________________________________
 MS0228  GEOID HEIGHT    -        -14.925 (meters)                     GEOID18
 MS0228  DYNAMIC HEIGHT  -       1509.987 (meters)     4954.02  (feet) COMP
 MS0228  MODELED GRAVITY -    979,887.7   (mgal)                       NAVD 88
 MS0228
 MS0228  VERT ORDER      -  SECOND    CLASS 0
 MS0228
 MS0228.The horizontal coordinates were scaled from a map and have
 MS0228.an estimated accuracy of +/- 6 seconds.
 MS0228
 MS0228.The orthometric height was determined by differential leveling and
 MS0228.adjusted by the NATIONAL GEODETIC SURVEY
 MS0228.in June 1991.
 MS0228
 MS0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0228.GEOID18 height accuracy estimate available here.
 MS0228
 MS0228.Click photographs - Photos may exist for this station.
 MS0228
 MS0228.The dynamic height is computed by dividing the NAVD 88
 MS0228.geopotential number by the normal gravity value computed on the
 MS0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0228.degrees latitude (g = 980.6199 gals.).
 MS0228
 MS0228.The modeled gravity was interpolated from observed gravity values.
 MS0228
 MS0228;                    North         East    Units  Estimated Accuracy
 MS0228;SPC UT N     - 1,179,010.      403,830.      MT  (+/- 180 meters Scaled)
 MS0228
 MS0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM624443(NAD 83)
 MS0228
 MS0228                          SUPERSEDED SURVEY CONTROL
 MS0228
 MS0228  NGVD 29 (??/??/92) 1509.969  (m)         4953.96   (f) ADJ UNCH    2 0
 MS0228
 MS0228.Superseded values are not recommended for survey control.
 MS0228
 MS0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0228.See file dsdata.pdf to determine how the superseded data were derived.
 MS0228
 MS0228_MARKER: P = PIPE CAP
 MS0228_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MS0228_MARK LOGO: UTDH
 MS0228_MAGNETIC: P = MARKER IS A STEEL PIPE
 MS0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0228
 MS0228  HISTORY     - Date     Condition        Report By
 MS0228  HISTORY     - UNK      MONUMENTED       UTDH
 MS0228  HISTORY     - 1960     GOOD             CGS
 MS0228
 MS0228                          STATION DESCRIPTION
 MS0228
 MS0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MS0228'3.4 MI SE FROM SNOWVILLE.
 MS0228'3.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 S FROM THE CAFE BUILDING AT
 MS0228'SNOWVILLE, BOX ELDER COUNTY, AND 50 FEET NORTH OF THE CENTERLINE OF
 MS0228'THE HIGHWAY.  A UTAH STATE ROAD COMMISSION STANDARD CAP, FASTENED ON
 MS0228'THE TOP OF AN IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0248 ***********************************************************************
 MR0248  DESIGNATION -  BM
 MR0248  PID         -  MR0248
 MR0248  STATE/COUNTY-  UT/RICH
 MR0248  COUNTRY     -  US
 MR0248  USGS QUAD   -  GARDEN CITY (2017)
 MR0248
 MR0248                         *CURRENT SURVEY CONTROL
 MR0248  ______________________________________________________________________
 MR0248* NAD 83(1986) POSITION- 41 56 49.     (N) 111 23 39.     (W)   SCALED
 MR0248* NAVD 88 ORTHO HEIGHT -  1820.034 (meters)     5971.23  (feet) ADJUSTED
 MR0248  ______________________________________________________________________
 MR0248  GEOID HEIGHT    -        -14.299 (meters)                     GEOID18
 MR0248  DYNAMIC HEIGHT  -       1818.593 (meters)     5966.50  (feet) COMP
 MR0248  MODELED GRAVITY -    979,766.2   (mgal)                       NAVD 88
 MR0248
 MR0248  VERT ORDER      -  SECOND    CLASS 0
 MR0248
 MR0248.The horizontal coordinates were scaled from a map and have
 MR0248.an estimated accuracy of +/- 6 seconds.
 MR0248
 MR0248.The orthometric height was determined by differential leveling and
 MR0248.adjusted by the NATIONAL GEODETIC SURVEY
 MR0248.in June 1991.
 MR0248
 MR0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0248.GEOID18 height accuracy estimate available here.
 MR0248
 MR0248.Click photographs - Photos may exist for this station.
 MR0248
 MR0248.The dynamic height is computed by dividing the NAVD 88
 MR0248.geopotential number by the normal gravity value computed on the
 MR0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0248.degrees latitude (g = 980.6199 gals.).
 MR0248
 MR0248.The modeled gravity was interpolated from observed gravity values.
 MR0248
 MR0248;                    North         East    Units  Estimated Accuracy
 MR0248;SPC UT N     - 1,179,210.      508,780.      MT  (+/- 180 meters Scaled)
 MR0248
 MR0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM673439(NAD 83)
 MR0248
 MR0248                          SUPERSEDED SURVEY CONTROL
 MR0248
 MR0248  NGVD 29 (??/??/92) 1818.797  (m)         5967.17   (f) ADJ UNCH    2 0
 MR0248
 MR0248.Superseded values are not recommended for survey control.
 MR0248
 MR0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0248.See file dsdata.pdf to determine how the superseded data were derived.
 MR0248
 MR0248_MARKER: DD = SURVEY DISK
 MR0248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0248_SP_SET: CULVERT
 MR0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0248
 MR0248  HISTORY     - Date     Condition        Report By
 MR0248  HISTORY     - UNK      MONUMENTED       BPR
 MR0248  HISTORY     - 1934     GOOD             CGS
 MR0248
 MR0248                          STATION DESCRIPTION
 MR0248
 MR0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0248'IN GARDEN CITY.
 MR0248'AT GARDEN CITY, RICH COUNTY, ON U.S. HIGHWAY 89, ABOUT 200 FEET WEST
 MR0248'OF THE T-JUNCTION WITH STATE HIGHWAY 3, AT A CONCRETE CULVERT, AND IN
 MR0248'THE TOP OF THE NORTH HEAD WALL.  A UNITED STATES BUREAU OF PUBLIC
 MR0248'ROADS STANDARD DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0079 ***********************************************************************
 KN0079  DESIGNATION -  BM
 KN0079  PID         -  KN0079
 KN0079  STATE/COUNTY-  UT/EMERY
 KN0079  COUNTRY     -  US
 KN0079  USGS QUAD   -  HUNTINGTON (2017)
 KN0079
 KN0079                         *CURRENT SURVEY CONTROL
 KN0079  ______________________________________________________________________
 KN0079* NAD 83(1986) POSITION- 39 20 19.     (N) 110 57 43.     (W)   SCALED
 KN0079* NAVD 88 ORTHO HEIGHT -  1752.377 (meters)     5749.26  (feet) ADJUSTED
 KN0079  ______________________________________________________________________
 KN0079  GEOID HEIGHT    -        -17.118 (meters)                     GEOID18
 KN0079  DYNAMIC HEIGHT  -       1750.628 (meters)     5743.52  (feet) COMP
 KN0079  MODELED GRAVITY -    979,567.0   (mgal)                       NAVD 88
 KN0079
 KN0079  VERT ORDER      -  SECOND    CLASS 0
 KN0079
 KN0079.The horizontal coordinates were scaled from a map and have
 KN0079.an estimated accuracy of +/- 6 seconds.
 KN0079
 KN0079.The orthometric height was determined by differential leveling and
 KN0079.adjusted by the NATIONAL GEODETIC SURVEY
 KN0079.in June 1991.
 KN0079
 KN0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0079.GEOID18 height accuracy estimate available here.
 KN0079
 KN0079.Click photographs - Photos may exist for this station.
 KN0079
 KN0079.The dynamic height is computed by dividing the NAVD 88
 KN0079.geopotential number by the normal gravity value computed on the
 KN0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0079.degrees latitude (g = 980.6199 gals.).
 KN0079
 KN0079.The modeled gravity was interpolated from observed gravity values.
 KN0079
 KN0079;                    North         East    Units  Estimated Accuracy
 KN0079;SPC UT C     - 2,111,750.      546,380.      MT  (+/- 180 meters Scaled)
 KN0079
 KN0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ032543(NAD 83)
 KN0079
 KN0079                          SUPERSEDED SURVEY CONTROL
 KN0079
 KN0079  NGVD 29 (??/??/92) 1751.296  (m)         5745.71   (f) ADJ UNCH    2 0
 KN0079
 KN0079.Superseded values are not recommended for survey control.
 KN0079
 KN0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0079.See file dsdata.pdf to determine how the superseded data were derived.
 KN0079
 KN0079_MARKER: X = CHISELED CROSS
 KN0079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0079_SP_SET: PIER
 KN0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0079
 KN0079  HISTORY     - Date     Condition        Report By
 KN0079  HISTORY     - UNK      MONUMENTED       USDA
 KN0079  HISTORY     - 1934     GOOD             CGS
 KN0079  HISTORY     - 20091022 MARK NOT FOUND   GEOCAC
 KN0079
 KN0079                          STATION DESCRIPTION
 KN0079
 KN0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0079'0.9 MI N FROM HUNTINGTON.
 KN0079'ABOUT 0.9 MILE NORTH OF THE HIGH SCHOOL BUILDING AT HUNTINGTON, EMERY
 KN0079'COUNTY, ON THE TOP OF A CONCRETE PIER, AND NEAR A COPPER NAIL.  A
 KN0079'CHISELED CROSS IN IRON.
 KN0079
 KN0079                          STATION RECOVERY (2009)
 KN0079
 KN0079'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 KN0079'BRIDGE HAS BEEN REPLACED WITH MULTIPLE BOX CULVERTS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0152 ***********************************************************************
 KN0152  DESIGNATION -  BM
 KN0152  PID         -  KN0152
 KN0152  STATE/COUNTY-  UT/UTAH
 KN0152  COUNTRY     -  US
 KN0152  USGS QUAD   -  COLTON (2017)
 KN0152
 KN0152                         *CURRENT SURVEY CONTROL
 KN0152  ______________________________________________________________________
 KN0152* NAD 83(1986) POSITION- 39 50 52.     (N) 111 00 43.     (W)   SCALED
 KN0152* NAVD 88 ORTHO HEIGHT -  2188.378 (meters)     7179.70  (feet) ADJUSTED
 KN0152  ______________________________________________________________________
 KN0152  GEOID HEIGHT    -        -15.857 (meters)                     GEOID18
 KN0152  DYNAMIC HEIGHT  -       2186.061 (meters)     7172.10  (feet) COMP
 KN0152  MODELED GRAVITY -    979,489.0   (mgal)                       NAVD 88
 KN0152
 KN0152  VERT ORDER      -  SECOND    CLASS 0
 KN0152
 KN0152.The horizontal coordinates were scaled from a map and have
 KN0152.an estimated accuracy of +/- 6 seconds.
 KN0152
 KN0152.The orthometric height was determined by differential leveling and
 KN0152.adjusted by the NATIONAL GEODETIC SURVEY
 KN0152.in June 1991.
 KN0152
 KN0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0152.GEOID18 height accuracy estimate available here.
 KN0152
 KN0152.Click photographs - Photos may exist for this station.
 KN0152
 KN0152.The dynamic height is computed by dividing the NAVD 88
 KN0152.geopotential number by the normal gravity value computed on the
 KN0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0152.degrees latitude (g = 980.6199 gals.).
 KN0152
 KN0152.The modeled gravity was interpolated from observed gravity values.
 KN0152
 KN0152;                    North         East    Units  Estimated Accuracy
 KN0152;SPC UT C     - 2,168,250.      541,770.      MT  (+/- 180 meters Scaled)
 KN0152
 KN0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK989108(NAD 83)
 KN0152
 KN0152                          SUPERSEDED SURVEY CONTROL
 KN0152
 KN0152  NGVD 29 (??/??/92) 2187.088  (m)         7175.47   (f) ADJ UNCH    2 0
 KN0152
 KN0152.Superseded values are not recommended for survey control.
 KN0152
 KN0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0152.See file dsdata.pdf to determine how the superseded data were derived.
 KN0152
 KN0152_MARKER: DD = SURVEY DISK
 KN0152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0152_SP_SET: ABUTMENT
 KN0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0152
 KN0152  HISTORY     - Date     Condition        Report By
 KN0152  HISTORY     - UNK      MONUMENTED       USGS
 KN0152  HISTORY     - 1935     GOOD             CGS
 KN0152
 KN0152                          STATION DESCRIPTION
 KN0152
 KN0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0152'IN COLTON.
 KN0152'AT COLTON, UTAH COUNTY, ON THE DENVER AND RIO GRANDE WESTERN RAILROAD,
 KN0152'ABOUT 15 YARDS WEST OF THE WESTERMOST WATER TANK, AT A CONCRETE
 KN0152'CULVERT, IN THE TOP OF THE NORTH ABUTMENT, AND ABOUT 9 YARDS NORTH OF
 KN0152'THE NORTH TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0515 ***********************************************************************
 LO0515  DESIGNATION -  BM
 LO0515  PID         -  LO0515
 LO0515  STATE/COUNTY-  UT/UTAH
 LO0515  COUNTRY     -  US
 LO0515  USGS QUAD   -  SARATOGA SPRINGS (2017)
 LO0515
 LO0515                         *CURRENT SURVEY CONTROL
 LO0515  ______________________________________________________________________
 LO0515* NAD 83(1986) POSITION- 40 21 33.     (N) 111 53 50.     (W)   SCALED
 LO0515* NAVD 88 ORTHO HEIGHT -  1371.621 (meters)     4500.06  (feet) ADJUSTED
 LO0515  ______________________________________________________________________
 LO0515  GEOID HEIGHT    -        -17.351 (meters)                     GEOID18
 LO0515  DYNAMIC HEIGHT  -       1370.471 (meters)     4496.29  (feet) COMP
 LO0515  MODELED GRAVITY -    979,740.2   (mgal)                       NAVD 88
 LO0515
 LO0515  VERT ORDER      -  SECOND    CLASS 0
 LO0515
 LO0515.The horizontal coordinates were scaled from a map and have
 LO0515.an estimated accuracy of +/- 6 seconds.
 LO0515
 LO0515.The orthometric height was determined by differential leveling and
 LO0515.adjusted by the NATIONAL GEODETIC SURVEY
 LO0515.in June 1991.
 LO0515
 LO0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0515.GEOID18 height accuracy estimate available here.
 LO0515
 LO0515.Click photographs - Photos may exist for this station.
 LO0515
 LO0515.The dynamic height is computed by dividing the NAVD 88
 LO0515.geopotential number by the normal gravity value computed on the
 LO0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0515.degrees latitude (g = 980.6199 gals.).
 LO0515
 LO0515.The modeled gravity was interpolated from observed gravity values.
 LO0515
 LO0515;                    North         East    Units  Estimated Accuracy
 LO0515;SPC UT C     - 2,224,980.      466,260.      MT  (+/- 180 meters Scaled)
 LO0515
 LO0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK238680(NAD 83)
 LO0515
 LO0515                          SUPERSEDED SURVEY CONTROL
 LO0515
 LO0515  NGVD 29 (??/??/92) 1370.644  (m)         4496.85   (f) ADJ UNCH    2 0
 LO0515
 LO0515.Superseded values are not recommended for survey control.
 LO0515
 LO0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0515.See file dsdata.pdf to determine how the superseded data were derived.
 LO0515
 LO0515_MARKER: DD = SURVEY DISK
 LO0515_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LO0515_SP_SET: COPING
 LO0515_MARK LOGO: USGS
 LO0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0515
 LO0515  HISTORY     - Date     Condition        Report By
 LO0515  HISTORY     - UNK      MONUMENTED       USGS
 LO0515  HISTORY     - 1934     GOOD             CGS
 LO0515  HISTORY     - 19900416 MARK NOT FOUND   USGS
 LO0515
 LO0515                          STATION DESCRIPTION
 LO0515
 LO0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0515'IN UTAH LAKE PUMPING STATION.
 LO0515'AT THE UTAH LAKE PUMPING STATION, UTAH COUNTY, ON THE WEST SIDE OF
 LO0515'JORDAN RIVER, AND IN THE CENTER OF THE TOP OF THE EAST SIDE OF A
 LO0515'CONCRETE COPING.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK.
 LO0515
 LO0515                          STATION RECOVERY (1990)
 LO0515
 LO0515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (JLD)
 LO0515'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0094 ***********************************************************************
 LP0094  DESIGNATION -  BM
 LP0094  PID         -  LP0094
 LP0094  STATE/COUNTY-  UT/TOOELE
 LP0094  COUNTRY     -  US
 LP0094  USGS QUAD   -  FLUX (2017)
 LP0094
 LP0094                         *CURRENT SURVEY CONTROL
 LP0094  ______________________________________________________________________
 LP0094* NAD 83(1986) POSITION- 40 43 24.     (N) 112 33 48.     (W)   SCALED
 LP0094* NAVD 88 ORTHO HEIGHT -  1284.717 (meters)     4214.94  (feet) ADJUSTED
 LP0094  ______________________________________________________________________
 LP0094  GEOID HEIGHT    -        -17.490 (meters)                     GEOID18
 LP0094  DYNAMIC HEIGHT  -       1283.744 (meters)     4211.75  (feet) COMP
 LP0094  MODELED GRAVITY -    979,823.1   (mgal)                       NAVD 88
 LP0094
 LP0094  VERT ORDER      -  SECOND    CLASS 0
 LP0094
 LP0094.The horizontal coordinates were scaled from a map and have
 LP0094.an estimated accuracy of +/- 6 seconds.
 LP0094
 LP0094.The orthometric height was determined by differential leveling and
 LP0094.adjusted by the NATIONAL GEODETIC SURVEY
 LP0094.in June 1991.
 LP0094
 LP0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0094.GEOID18 height accuracy estimate available here.
 LP0094
 LP0094.Click photographs - Photos may exist for this station.
 LP0094
 LP0094.The dynamic height is computed by dividing the NAVD 88
 LP0094.geopotential number by the normal gravity value computed on the
 LP0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0094.degrees latitude (g = 980.6199 gals.).
 LP0094
 LP0094.The modeled gravity was interpolated from observed gravity values.
 LP0094
 LP0094;                    North         East    Units  Estimated Accuracy
 LP0094;SPC UT C     - 2,265,880.      410,160.      MT  (+/- 180 meters Scaled)
 LP0094
 LP0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL679092(NAD 83)
 LP0094
 LP0094                          SUPERSEDED SURVEY CONTROL
 LP0094
 LP0094  NGVD 29 (??/??/92) 1283.715  (m)         4211.66   (f) ADJ UNCH    2 0
 LP0094
 LP0094.Superseded values are not recommended for survey control.
 LP0094
 LP0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0094.See file dsdata.pdf to determine how the superseded data were derived.
 LP0094
 LP0094_MARKER: P = PIPE CAP
 LP0094_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0094
 LP0094  HISTORY     - Date     Condition        Report By
 LP0094  HISTORY     - UNK      MONUMENTED       USGLO
 LP0094  HISTORY     - 1934     GOOD             CGS
 LP0094
 LP0094                          STATION DESCRIPTION
 LP0094
 LP0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0094'6.1 MI W FROM BURMESTER.
 LP0094'6.1 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION AT
 LP0094'BURMESTER, TOOELE COUNTY, 14-1/2 POLES WEST OF MILEPOST 891, 25 FEET
 LP0094'SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 5 FEET LOWER THAN THE
 LP0094'TRACK.  A UNITED STATES GENERAL LAND OFFICE STANDARD CAP, FASTENED ON
 LP0094'THE TOP OF AN IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0061 ***********************************************************************
 LP0061  DESIGNATION -  BM
 LP0061  PID         -  LP0061
 LP0061  STATE/COUNTY-  UT/TOOELE
 LP0061  COUNTRY     -  US
 LP0061  USGS QUAD   -  LOFGREEN (2017)
 LP0061
 LP0061                         *CURRENT SURVEY CONTROL
 LP0061  ______________________________________________________________________
 LP0061* NAD 83(1986) POSITION- 40 04 16.     (N) 112 15 31.     (W)   SCALED
 LP0061* NAVD 88 ORTHO HEIGHT -  1667.922 (meters)     5472.17  (feet) ADJUSTED
 LP0061  ______________________________________________________________________
 LP0061  GEOID HEIGHT    -        -17.733 (meters)                     GEOID18
 LP0061  DYNAMIC HEIGHT  -       1666.395 (meters)     5467.16  (feet) COMP
 LP0061  MODELED GRAVITY -    979,651.4   (mgal)                       NAVD 88
 LP0061
 LP0061  VERT ORDER      -  SECOND    CLASS 0
 LP0061
 LP0061.The horizontal coordinates were scaled from a map and have
 LP0061.an estimated accuracy of +/- 6 seconds.
 LP0061
 LP0061.The orthometric height was determined by differential leveling and
 LP0061.adjusted by the NATIONAL GEODETIC SURVEY
 LP0061.in June 1991.
 LP0061
 LP0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0061.GEOID18 height accuracy estimate available here.
 LP0061
 LP0061.Click photographs - Photos may exist for this station.
 LP0061
 LP0061.The dynamic height is computed by dividing the NAVD 88
 LP0061.geopotential number by the normal gravity value computed on the
 LP0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0061.degrees latitude (g = 980.6199 gals.).
 LP0061
 LP0061.The modeled gravity was interpolated from observed gravity values.
 LP0061
 LP0061;                    North         East    Units  Estimated Accuracy
 LP0061;SPC UT C     - 2,193,200.      435,290.      MT  (+/- 180 meters Scaled)
 LP0061
 LP0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK926364(NAD 83)
 LP0061
 LP0061                          SUPERSEDED SURVEY CONTROL
 LP0061
 LP0061  NGVD 29 (??/??/92) 1666.785  (m)         5468.44   (f) ADJ UNCH    2 0
 LP0061
 LP0061.Superseded values are not recommended for survey control.
 LP0061
 LP0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0061.See file dsdata.pdf to determine how the superseded data were derived.
 LP0061
 LP0061_MARKER: B = BOLT
 LP0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LP0061_SP_SET: CONCRETE MASS
 LP0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0061
 LP0061  HISTORY     - Date     Condition        Report By
 LP0061  HISTORY     - UNK      MONUMENTED       USGS
 LP0061  HISTORY     - 1934     GOOD             CGS
 LP0061
 LP0061                          STATION DESCRIPTION
 LP0061
 LP0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0061'6.4 MI S FROM TOPLIFF.
 LP0061'6.4 MILES SOUTH ALONG THE OLD ROADBED OF THE ABANDONED UNION PACIFIC
 LP0061'RAILROAD FROM THE WATER TANK AT TOPLIFF, TOOELE COUNTY, AT AN OLD
 LP0061'ABANDONED MINE AND A RAILROAD STATION, AND 55 FEET EAST OF THE
 LP0061'CENTERLINE OF THE OLD ROADBED.  THE TOP OF AN EYE BOLT, SET IN
 LP0061'CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0289 ***********************************************************************
 JN0289  DESIGNATION -  BM
 JN0289  PID         -  JN0289
 JN0289  STATE/COUNTY-  UT/SEVIER
 JN0289  COUNTRY     -  US
 JN0289  USGS QUAD   -  STEVES MOUNTAIN (2017)
 JN0289
 JN0289                         *CURRENT SURVEY CONTROL
 JN0289  ______________________________________________________________________
 JN0289* NAD 83(1986) POSITION- 38 54 48.     (N) 111 42 59.     (W)   SCALED
 JN0289* NAVD 88 ORTHO HEIGHT -  1772.354 (meters)     5814.80  (feet) ADJUSTED
 JN0289  ______________________________________________________________________
 JN0289  GEOID HEIGHT    -        -17.882 (meters)                     GEOID18
 JN0289  DYNAMIC HEIGHT  -       1770.453 (meters)     5808.56  (feet) COMP
 JN0289  MODELED GRAVITY -    979,493.0   (mgal)                       NAVD 88
 JN0289
 JN0289  VERT ORDER      -  SECOND    CLASS 0
 JN0289
 JN0289.The horizontal coordinates were scaled from a map and have
 JN0289.an estimated accuracy of +/- 6 seconds.
 JN0289
 JN0289.The orthometric height was determined by differential leveling and
 JN0289.adjusted by the NATIONAL GEODETIC SURVEY
 JN0289.in June 1991.
 JN0289
 JN0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0289.GEOID18 height accuracy estimate available here.
 JN0289
 JN0289.Click photographs - Photos may exist for this station.
 JN0289
 JN0289.The dynamic height is computed by dividing the NAVD 88
 JN0289.geopotential number by the normal gravity value computed on the
 JN0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0289.degrees latitude (g = 980.6199 gals.).
 JN0289
 JN0289.The modeled gravity was interpolated from observed gravity values.
 JN0289
 JN0289;                    North         East    Units  Estimated Accuracy
 JN0289;SPC UT C     - 2,064,420.      481,230.      MT  (+/- 180 meters Scaled)
 JN0289
 JN0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ378074(NAD 83)
 JN0289
 JN0289                          SUPERSEDED SURVEY CONTROL
 JN0289
 JN0289  NGVD 29 (??/??/92) 1771.122  (m)         5810.76   (f) ADJ UNCH    2 0
 JN0289
 JN0289.Superseded values are not recommended for survey control.
 JN0289
 JN0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0289.See file dsdata.pdf to determine how the superseded data were derived.
 JN0289
 JN0289_MARKER: P = PIPE CAP
 JN0289_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JN0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0289
 JN0289  HISTORY     - Date     Condition        Report By
 JN0289  HISTORY     - UNK      MONUMENTED       BPR
 JN0289  HISTORY     - 1934     GOOD             CGS
 JN0289  HISTORY     - 1966     MARK NOT FOUND   USGS
 JN0289
 JN0289                          STATION DESCRIPTION
 JN0289
 JN0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0289'10.2 MI E FROM SALINA.
 JN0289'ABOUT 10.2 MILES EAST ALONG STATE HIGHWAY 10 FROM THE DENVER AND RIO
 JN0289'GRANDE WESTERN RAILROAD STATION AT SALINA, SEVIER COUNTY, IN FISHLAKE
 JN0289'NATIONAL FOREST, ABOUT 0.4 MILE WEST OF THE WEST ENTRANCE TO A DENVER
 JN0289'AND RIO GRNADE WESTERN RAILROAD TUNNEL, AND 6 FEET NORTH OF THE CENTER
 JN0289'LINE OF THE TRACK.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD
 JN0289'CAP, FASTENED ON THE TOP OF A 2-INCH PIPE.
 JN0289
 JN0289                          STATION RECOVERY (1966)
 JN0289
 JN0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JN0289'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0098 ***********************************************************************
 LP0098  DESIGNATION -  BM
 LP0098  PID         -  LP0098
 LP0098  STATE/COUNTY-  UT/TOOELE
 LP0098  COUNTRY     -  US
 LP0098  USGS QUAD   -  TIMPIE (2017)
 LP0098
 LP0098                         *CURRENT SURVEY CONTROL
 LP0098  ______________________________________________________________________
 LP0098* NAD 83(1986) POSITION- 40 44 40.     (N) 112 38 10.     (W)   SCALED
 LP0098* NAVD 88 ORTHO HEIGHT -  1286.964 (meters)     4222.31  (feet) ADJUSTED
 LP0098  ______________________________________________________________________
 LP0098  GEOID HEIGHT    -        -17.502 (meters)                     GEOID18
 LP0098  DYNAMIC HEIGHT  -       1285.996 (meters)     4219.14  (feet) COMP
 LP0098  MODELED GRAVITY -    979,828.5   (mgal)                       NAVD 88
 LP0098
 LP0098  VERT ORDER      -  SECOND    CLASS 0
 LP0098
 LP0098.The horizontal coordinates were scaled from a map and have
 LP0098.an estimated accuracy of +/- 6 seconds.
 LP0098
 LP0098.The orthometric height was determined by differential leveling and
 LP0098.adjusted by the NATIONAL GEODETIC SURVEY
 LP0098.in June 1991.
 LP0098
 LP0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0098.GEOID18 height accuracy estimate available here.
 LP0098
 LP0098.Click photographs - Photos may exist for this station.
 LP0098
 LP0098.The dynamic height is computed by dividing the NAVD 88
 LP0098.geopotential number by the normal gravity value computed on the
 LP0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0098.degrees latitude (g = 980.6199 gals.).
 LP0098
 LP0098.The modeled gravity was interpolated from observed gravity values.
 LP0098
 LP0098;                    North         East    Units  Estimated Accuracy
 LP0098;SPC UT C     - 2,268,300.      404,050.      MT  (+/- 180 meters Scaled)
 LP0098
 LP0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL618116(NAD 83)
 LP0098
 LP0098                          SUPERSEDED SURVEY CONTROL
 LP0098
 LP0098  NGVD 29 (??/??/92) 1285.968  (m)         4219.05   (f) ADJ UNCH    2 0
 LP0098
 LP0098.Superseded values are not recommended for survey control.
 LP0098
 LP0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0098.See file dsdata.pdf to determine how the superseded data were derived.
 LP0098
 LP0098_MARKER: P = PIPE CAP
 LP0098_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0098
 LP0098  HISTORY     - Date     Condition        Report By
 LP0098  HISTORY     - UNK      MONUMENTED       UTDH
 LP0098  HISTORY     - 1934     GOOD             CGS
 LP0098  HISTORY     - 1955     MARK NOT FOUND   USGS
 LP0098
 LP0098                          STATION DESCRIPTION
 LP0098
 LP0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0098'10.2 MI W FROM BURMESTER.
 LP0098'10.2 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION AT
 LP0098'BURMESTER, TOOELE COUNTY, AT THE JUNCTION OF U.S. HIGHWAY 40 AND 50
 LP0098'AND THE ROAD LEADING TO ORRS RANCH, NEAR BENCH MARK L 87 DESCRIBED
 LP0098'ABOVE, AND 11 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A UTAH STATE
 LP0098'HIGHWAY DEPARTMENT STANDARD CAP, FASTENED ON THE TOP OF AN IRON PIPE
 LP0098'PAINTED WHITE.
 LP0098
 LP0098                          STATION RECOVERY (1955)
 LP0098
 LP0098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LP0098'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0280 ***********************************************************************
 JN0280  DESIGNATION -  BM
 JN0280  PID         -  JN0280
 JN0280  STATE/COUNTY-  UT/SEVIER
 JN0280  COUNTRY     -  US
 JN0280  USGS QUAD   -  SALINA (2017)
 JN0280
 JN0280                         *CURRENT SURVEY CONTROL
 JN0280  ______________________________________________________________________
 JN0280* NAD 83(1986) POSITION- 38 57 25.     (N) 111 52 03.     (W)   SCALED
 JN0280* NAVD 88 ORTHO HEIGHT -  1570.150 (meters)     5151.40  (feet) ADJUSTED
 JN0280  ______________________________________________________________________
 JN0280  GEOID HEIGHT    -        -18.659 (meters)                     GEOID18
 JN0280  DYNAMIC HEIGHT  -       1568.508 (meters)     5146.01  (feet) COMP
 JN0280  MODELED GRAVITY -    979,528.0   (mgal)                       NAVD 88
 JN0280
 JN0280  VERT ORDER      -  SECOND    CLASS 0
 JN0280
 JN0280.The horizontal coordinates were scaled from a map and have
 JN0280.an estimated accuracy of +/- 6 seconds.
 JN0280
 JN0280.The orthometric height was determined by differential leveling and
 JN0280.adjusted by the NATIONAL GEODETIC SURVEY
 JN0280.in June 1991.
 JN0280
 JN0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0280.GEOID18 height accuracy estimate available here.
 JN0280
 JN0280.Click photographs - Photos may exist for this station.
 JN0280
 JN0280.The dynamic height is computed by dividing the NAVD 88
 JN0280.geopotential number by the normal gravity value computed on the
 JN0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0280.degrees latitude (g = 980.6199 gals.).
 JN0280
 JN0280.The modeled gravity was interpolated from observed gravity values.
 JN0280
 JN0280;                    North         East    Units  Estimated Accuracy
 JN0280;SPC UT C     - 2,069,300.      468,150.      MT  (+/- 180 meters Scaled)
 JN0280
 JN0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ248123(NAD 83)
 JN0280
 JN0280                          SUPERSEDED SURVEY CONTROL
 JN0280
 JN0280  NGVD 29 (??/??/92) 1568.965  (m)         5147.51   (f) ADJ UNCH    2 0
 JN0280
 JN0280.Superseded values are not recommended for survey control.
 JN0280
 JN0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0280.See file dsdata.pdf to determine how the superseded data were derived.
 JN0280
 JN0280_MARKER: DB = BENCH MARK DISK
 JN0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0280+STABILITY: SURFACE MOTION
 JN0280
 JN0280  HISTORY     - Date     Condition        Report By
 JN0280  HISTORY     - UNK      MONUMENTED       CGS
 JN0280  HISTORY     - 1934     GOOD             CGS
 JN0280
 JN0280                          STATION DESCRIPTION
 JN0280
 JN0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0280'IN SALINA.
 JN0280'AT SALINA, SEVIER COUNTY, ON THE DENVER AND RIO GRANDE WESTERN
 JN0280'RAILROAD, ABOUT 200 FEET EAST OF THE CROSSING OF U.S. HIGHWAY 89,
 JN0280'DIRECTLY SOUTH OF A HIGHWAY BRIDGE, AND 30 FEET SOUTH OF THE CENTER
 JN0280'LINE OF THE HIGHWAY.  THE TOP OF A CONCRETE POST, FLUSH WITH THE
 JN0280'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0181 ***********************************************************************
 HO0181  DESIGNATION -  BM
 HO0181  PID         -  HO0181
 HO0181  STATE/COUNTY-  UT/IRON
 HO0181  COUNTRY     -  US
 HO0181  USGS QUAD   -  PARAGONAH (2017)
 HO0181
 HO0181                         *CURRENT SURVEY CONTROL
 HO0181  ______________________________________________________________________
 HO0181* NAD 83(1986) POSITION- 37 59 05.     (N) 112 45 22.     (W)   SCALED
 HO0181* NAVD 88 ORTHO HEIGHT -  1794.01  (+/-2cm)     5885.8   (feet) VERTCON3
 HO0181  ______________________________________________________________________
 HO0181  GEOID HEIGHT    -        -20.793 (meters)                     GEOID18
 HO0181  VERT ORDER      -  ? (See Below)
 HO0181
 HO0181.The horizontal coordinates were scaled from a map and have
 HO0181.an estimated accuracy of +/- 6 seconds.
 HO0181
 HO0181.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0181
 HO0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0181.GEOID18 height accuracy estimate available here.
 HO0181
 HO0181.The vertical order pertains to the NGVD 29 superseded value.
 HO0181
 HO0181.Click photographs - Photos may exist for this station.
 HO0181
 HO0181;                    North         East    Units  Estimated Accuracy
 HO0181;SPC UT S     - 3,147,030.      389,660.      MT  (+/- 180 meters Scaled)
 HO0181
 HO0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH457055(NAD 83)
 HO0181
 HO0181                          SUPERSEDED SURVEY CONTROL
 HO0181
 HO0181  NGVD 29 (??/??/92) 1792.854  (m)         5882.06   (f) ADJ UNCH       
 HO0181
 HO0181.Superseded values are not recommended for survey control.
 HO0181
 HO0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0181.See file dsdata.pdf to determine how the superseded data were derived.
 HO0181
 HO0181_MARKER: P = PIPE CAP
 HO0181_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HO0181_STAMPING: T.32 S. R.8 W. SECS.27 28 33 AND 34 1910
 HO0181_MARK LOGO: USGLO
 HO0181_MAGNETIC: P = MARKER IS A STEEL PIPE
 HO0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0181
 HO0181  HISTORY     - Date     Condition        Report By
 HO0181  HISTORY     - 1910     MONUMENTED       USGS
 HO0181  HISTORY     - 1934     GOOD             CGS
 HO0181
 HO0181                          STATION DESCRIPTION
 HO0181
 HO0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0181'1.4 MI NE FROM PARAGONAH.
 HO0181'ABOUT 1.4 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM PARAGONAH, IRON
 HO0181'COUNTY.  A GENERAL LAND OFFICE STANDARD CAP, STAMPED T. 32 S., R. 8
 HO0181'W., SECS. 27, 28, 33, AND 34 1910 AND FASTENED ON THE TOP OF AN IRON
 HO0181'PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0891 ***********************************************************************
 MR0891  DESIGNATION -  BM 5 EAM
 MR0891  PID         -  MR0891
 MR0891  STATE/COUNTY-  UT/CACHE
 MR0891  COUNTRY     -  US
 MR0891  USGS QUAD   -  SMITHFIELD (2017)
 MR0891
 MR0891                         *CURRENT SURVEY CONTROL
 MR0891  ______________________________________________________________________
 MR0891* NAD 83(2011) POSITION- 41 46 47.90060(N) 111 50 58.75624(W)   ADJUSTED
 MR0891* NAD 83(2011) ELLIP HT-  1342.652 (meters)        (06/27/12)   ADJUSTED
 MR0891* NAD 83(2011) EPOCH   -  2010.00
 MR0891* NAVD 88 ORTHO HEIGHT -  1358.19  (+/-2cm)     4456.0   (feet) VERTCON3
 MR0891  ______________________________________________________________________
 MR0891  GEOID HEIGHT    -        -15.501 (meters)                     GEOID18
 MR0891  NAD 83(2011) X  - -1,773,147.438 (meters)                     COMP
 MR0891  NAD 83(2011) Y  - -4,422,066.708 (meters)                     COMP
 MR0891  NAD 83(2011) Z  -  4,228,305.545 (meters)                     COMP
 MR0891  LAPLACE CORR    -          6.18  (seconds)                    DEFLEC18
 MR0891  VERT ORDER      -  THIRD ? (See Below)
 MR0891
 MR0891  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MR0891  Standards:
 MR0891         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MR0891            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MR0891  -------------------------------------------------------------------
 MR0891  NETWORK    2.67   6.41           1.13   1.02   3.27      0.31827799
 MR0891  -------------------------------------------------------------------
 MR0891  Click here for local accuracies and other accuracy information.
 MR0891
 MR0891.This mark is at Logan-Cache Airport (LGU)
 MR0891
 MR0891.The horizontal coordinates were established by GPS observations
 MR0891.and adjusted by the National Geodetic Survey in June 2012.
 MR0891
 MR0891.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MR0891.been affixed to the stable North American tectonic plate. See 
 MR0891.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MR0891
 MR0891.The horizontal coordinates are valid at the epoch date displayed above
 MR0891.which is a decimal equivalence of Year/Month/Day.
 MR0891
 MR0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0891
 MR0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0891.GEOID18 height accuracy estimate available here.
 MR0891
 MR0891.The vertical order pertains to the NGVD 29 superseded value.
 MR0891
 MR0891.Click photographs - Photos may exist for this station.
 MR0891
 MR0891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MR0891
 MR0891.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0891
 MR0891.The ellipsoidal height was determined by GPS observations
 MR0891.and is referenced to NAD 83.
 MR0891
 MR0891. The following values were computed from the NAD 83(2011) position.
 MR0891
 MR0891;                    North         East     Units Scale Factor Converg.
 MR0891;SPC UT N     - 1,160,713.222   470,931.370   MT  0.99999946   -0 13 50.0
 MR0891;SPC UT N     - 3,808,106.63  1,545,047.34   sFT  0.99999946   -0 13 50.0
 MR0891;UTM  12      - 4,625,696.112   429,391.455   MT  0.99966135   -0 33 58.0
 MR0891
 MR0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0891!SPC UT N     -   0.99978945  x   0.99999946  =   0.99978892
 MR0891!UTM  12      -   0.99978945  x   0.99966135  =   0.99945088
 MR0891
 MR0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2939125696(NAD 83)
 MR0891
 MR0891                          SUPERSEDED SURVEY CONTROL
 MR0891
 MR0891  NAD 83(2007)-  41 46 47.90025(N)    111 50 58.75740(W) AD(2002.00) 0
 MR0891  ELLIP H (02/10/07) 1342.668  (m)                       GP(2002.00)    
 MR0891  ELLIP H (01/22/02) 1342.691  (m)                       GP(       ) 4 1
 MR0891  NAD 83(1994)-  41 46 47.89932(N)    111 50 58.75559(W) AD(       ) 2
 MR0891  ELLIP H (11/04/97) 1342.702  (m)                       GP(       ) 4 1
 MR0891  NAD 83(1993)-  41 46 47.89934(N)    111 50 58.75537(W) AD(       ) 2
 MR0891  NAD 83(1986)-  41 46 47.89022(N)    111 50 58.74090(W) AD(       ) 2
 MR0891  NGVD 29            1357.12   (m)         4452.5    (f) LEVELING    3  
 MR0891
 MR0891.Superseded values are not recommended for survey control.
 MR0891
 MR0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0891.See file dsdata.pdf to determine how the superseded data were derived.
 MR0891
 MR0891_MARKER: DB = BENCH MARK DISK
 MR0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0891_STAMPING: 5 EAM 1963 4453
 MR0891_MARK LOGO: USGS
 MR0891_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MR0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0891+STABILITY: SURFACE MOTION
 MR0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0891+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1992
 MR0891
 MR0891  HISTORY     - Date     Condition        Report By
 MR0891  HISTORY     - 1963     MONUMENTED       USGS
 MR0891  HISTORY     - 19860708 GOOD             NGS
 MR0891  HISTORY     - 19920710 GOOD
 MR0891
 MR0891                          STATION DESCRIPTION
 MR0891
 MR0891'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MR0891'STATION IS LOCATED AT THE LOGAN-CACHE AIRPORT WEST OF THE SOUTH END OF
 MR0891'THE NORTH-SOUTH RUNWAY.
 MR0891'TO REACH THE STATION FROM THE EAST SIDE OF THE ABANDONED CONTROL TOWER
 MR0891', GO SOUTHERLY ON THE RAMP FOR 0.3 MI (0.48 KM) TO A TAXIWAY ON LEFT.
 MR0891'TURN LEFT AND GO 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT JUST
 MR0891'BEFORE REACHING THE RUNWAY.
 MR0891'STATION IS A STANDARD USGS BM DISK SET IN THE TOP OF A ROUND CONCRETE
 MR0891'MONUMENT WHICH PROJECTS ABOUT .5 FT (0.15 M) .
 MR0891'IT IS ABOUT 126 FT (38.40 M) WEST OF THE CENTERLINE END OF THE RUNWAY,
 MR0891'49.0 FT (14.94 M) EAST OF THE CENTER OF THE TAXIWAY, 447.2 FT
 MR0891'(136.31 M) NORTH OF A BLUE TAXIWAY LIGHT, AND 12.0 FT (3.66 M) SOUTH
 MR0891'OF A BLUE TAXIWAY LIGHT.
 MR0891
 MR0891                          STATION RECOVERY (1986)
 MR0891
 MR0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (NGS)
 MR0891'BM 5 EAM 1963 IS LOCATED IN THE SOUTH PART OF THE AIRPORT, WEST OF RWY
 MR0891'END 35.  THE STATION IS IN LINE WITH THE THRESHOLD LIGHTS AND IS 126
 MR0891'FT (38.4 M) WEST OF CL END 35.  THE STATION IS A USGS STANDARD TABLET
 MR0891'SET IN A CONCRETE POST PROJECTING APPROXIMATELY 4 INCHES AND IS
 MR0891'STAMPED 5 EAM 1963 4453.
 MR0891
 MR0891                          STATION RECOVERY (1992)
 MR0891
 MR0891'RECOVERED 1992
 MR0891'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AE2221 ***********************************************************************
 AE2221  SACS        -  This is a Secondary Airport Control Station.
 AE2221  DESIGNATION -  BMC A
 AE2221  PID         -  AE2221
 AE2221  STATE/COUNTY-  UT/BOX ELDER
 AE2221  COUNTRY     -  US
 AE2221  USGS QUAD   -  BRIGHAM CITY (2017)
 AE2221
 AE2221                         *CURRENT SURVEY CONTROL
 AE2221  ______________________________________________________________________
 AE2221* NAD 83(2011) POSITION- 41 33 16.98126(N) 112 03 35.94729(W)   ADJUSTED
 AE2221* NAD 83(2011) ELLIP HT-  1271.639 (meters)        (06/27/12)   ADJUSTED
 AE2221* NAD 83(2011) EPOCH   -  2010.00
 AE2221* NAVD 88 ORTHO HEIGHT -  1287.69  (meters)     4224.7   (feet) GPS OBS
 AE2221  ______________________________________________________________________
 AE2221  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AE2221  GEOID HEIGHT    -        -16.042 (meters)                     GEOID99
 AE2221  GEOID HEIGHT    -        -16.086 (meters)                     GEOID18
 AE2221  NAD 83(2011) X  - -1,795,596.795 (meters)                     COMP
 AE2221  NAD 83(2011) Y  - -4,430,896.470 (meters)                     COMP
 AE2221  NAD 83(2011) Z  -  4,209,565.334 (meters)                     COMP
 AE2221  LAPLACE CORR    -          8.45  (seconds)                    DEFLEC18
 AE2221
 AE2221  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE2221  Standards:
 AE2221         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE2221            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE2221  -------------------------------------------------------------------
 AE2221  NETWORK    0.88   1.80           0.38   0.34   0.92      0.10363292
 AE2221  -------------------------------------------------------------------
 AE2221  Click here for local accuracies and other accuracy information.
 AE2221
 AE2221.This mark is at Brigham City Airport (BMC)
 AE2221
 AE2221.The horizontal coordinates were established by GPS observations
 AE2221.and adjusted by the National Geodetic Survey in June 2012.
 AE2221
 AE2221.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE2221.been affixed to the stable North American tectonic plate. See 
 AE2221.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE2221
 AE2221.The horizontal coordinates are valid at the epoch date displayed above
 AE2221.which is a decimal equivalence of Year/Month/Day.
 AE2221
 AE2221.The orthometric height was determined by GPS observations and a
 AE2221.high-resolution geoid model.
 AE2221
 AE2221.GPS derived orthometric heights for airport stations designated as
 AE2221.PACS or SACS are published to 2 decimal places.  This maintains
 AE2221.centimeter relative accuracy between the PACS and SACS.  It does
 AE2221.not indicate centimeter accuracy relative to other marks which are
 AE2221.part of the published vertical control network.
 AE2221
 AE2221.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2221.GEOID18 height accuracy estimate available here.
 AE2221
 AE2221.Click photographs - Photos may exist for this station.
 AE2221
 AE2221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2221
 AE2221.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE2221
 AE2221.The ellipsoidal height was determined by GPS observations
 AE2221.and is referenced to NAD 83.
 AE2221
 AE2221. The following values were computed from the NAD 83(2011) position.
 AE2221
 AE2221;                    North         East     Units Scale Factor Converg.
 AE2221;SPC UT N     - 1,135,787.267   453,284.429   MT  0.99997088   -0 22 09.2
 AE2221;SPC UT N     - 3,726,328.73  1,487,150.66   sFT  0.99997088   -0 22 09.2
 AE2221;UTM  12      - 4,600,881.309   411,604.578   MT  0.99969616   -0 42 11.4
 AE2221
 AE2221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2221!SPC UT N     -   0.99980058  x   0.99997088  =   0.99977147
 AE2221!UTM  12      -   0.99980058  x   0.99969616  =   0.99949680
 AE2221
 AE2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM1160400881(NAD 83)
 AE2221
 AE2221                          SUPERSEDED SURVEY CONTROL
 AE2221
 AE2221  NAD 83(2007)-  41 33 16.98097(N)    112 03 35.94841(W) AD(2002.00) 0
 AE2221  ELLIP H (02/10/07) 1271.654  (m)                       GP(2002.00)    
 AE2221  NAD 83(1994)-  41 33 16.98013(N)    112 03 35.94681(W) AD(       ) 1
 AE2221  ELLIP H (09/03/03) 1271.670  (m)                       GP(       ) 4 2
 AE2221
 AE2221.Superseded values are not recommended for survey control.
 AE2221
 AE2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2221.See file dsdata.pdf to determine how the superseded data were derived.
 AE2221
 AE2221_MARKER: DD = SURVEY DISK
 AE2221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2221_STAMPING: BMC A 1990
 AE2221_MARK LOGO: NOS
 AE2221_PROJECTION: FLUSH
 AE2221_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2221+STABILITY: SURFACE MOTION
 AE2221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2221+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2003
 AE2221
 AE2221  HISTORY     - Date     Condition        Report By
 AE2221  HISTORY     - 1990     MONUMENTED       NOS
 AE2221  HISTORY     - 19940630 GOOD             NGS
 AE2221  HISTORY     - 20030721 GOOD             NGS
 AE2221
 AE2221                          STATION DESCRIPTION
 AE2221
 AE2221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (NGS)
 AE2221'THE STATION IS A STANDARD NATIONAL OCEAN SURVEY DISK STAMPED BCM A
 AE2221'1990 SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND. THE
 AE2221'STATION IS LOCATED EAST OF RUNWAY 16-34, 1106.2 FT (337.2 M)
 AE2221'SOUTH-SOUTHEAST OF CL END RWY 16, 326.9 FT (99.6 M) NORTHEAST OF
 AE2221'WINDSOCK, 19.6 FT (6.0 M) SOUTHWEST OF A FENCE CORNER, 15.8 FT (4.8 M)
 AE2221'SOUTH OF A FENCE AND 12.2 FT (3.7 M) WEST OF A FENCE.
 AE2221
 AE2221                          STATION RECOVERY (2003)
 AE2221
 AE2221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (SB)
 AE2221'THIS STATION IS LOCATED AT THE BRIGHAM CITY MUNICIPAL AIRPORT EAST OF
 AE2221'THE RUNWAY ALONG A NORTH SOUTH PERIMETER FENCE.  ABOUT 4500 FT
 AE2221'(1371.6 M) NORTHEAST OF RUNWAY END 34 AND ABOUT 3100 FT (944.9 M)
 AE2221'SOUTHEAST OF RUNWAY END 16.  OWNERSHIP IS BRIGHAM CITY PUBLIC WORKS,
 AE2221'20 NORTH MAIN, BRIGHAM CITY, UTAH 84302.  AIRPORT MANAGER IS BRUCE
 AE2221'LEONARD.  PHONE (435) 734-2001.  PERMISSION FROM AIRPORT MANAGER MUST
 AE2221'BE OBTAINED BEFORE ACCESSING AIRCRAFT MOVEMENT AREA.
 AE2221'
 AE2221'TO REACH THIS STATION FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE
 AE2221'15, 84 AND UT 13 (EXIT 368), ABOUT 6 KM (3.7 MI) NORTHWEST OF BRIGHAM
 AE2221'CITY, GO SOUTHEAST ON HIGHWAY 13 FOR 0.5 KILOMETSRS TO A PAVED AIRPORT
 AE2221'ROAD ON THE LEFT.  LEFT AND CONTINUE NORTH ON AIRPORT ROAD FOR 0.7 MI
 AE2221'(1.1 KM) TO AIRPORT ENTRANCE ON THE RIGHT.  RIGHT AND CONTINUE EAST
 AE2221'INTO AIRCRAFT HANGAR AREA 0.05 MILE.  RIGHT AND SOUTH THROUGH HANGAR
 AE2221'AREA TO AIRCRAFT PARKING APRON.  LEFT AND CONTINUE EAST ON AIRCRAFT
 AE2221'PARKING APRON AND ACROSS RUNWAY END 34 0.1 MILE.  CONTINUE NORTH AND
 AE2221'EAST OF RUNWAY 0.9 MILES.
 AE2221'
 AE2221'THE STATION IS 15.0 FT (4.6 M) WEST OF A NORTH-SOUTH PERIMETER FENCE,
 AE2221'477 FT (145.4 M) EAST OF THE EAST EDGE OF RUNWAY PAVEMENT, 1.5 FT
 AE2221'(0.5 M) NORTH OF A FIBER GLASS WITNESS POST.  THIS STATION HAS BEEN
 AE2221'DESIGNATED AS SECONDARY AIRPORT CONTROL STATION OR SACS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AE2222 ***********************************************************************
 AE2222  DESIGNATION -  BMC B
 AE2222  PID         -  AE2222
 AE2222  STATE/COUNTY-  UT/BOX ELDER
 AE2222  COUNTRY     -  US
 AE2222  USGS QUAD   -  BRIGHAM CITY (2017)
 AE2222
 AE2222                         *CURRENT SURVEY CONTROL
 AE2222  ______________________________________________________________________
 AE2222* NAD 83(2011) POSITION- 41 32 34.72412(N) 112 03 36.74034(W)   ADJUSTED
 AE2222* NAD 83(2011) ELLIP HT-  1271.877 (meters)        (06/27/12)   ADJUSTED
 AE2222* NAD 83(2011) EPOCH   -  2010.00
 AE2222* NAVD 88 ORTHO HEIGHT -  1288.0   (meters)     4226.    (feet) GPS OBS
 AE2222  ______________________________________________________________________
 AE2222  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AE2222  GEOID HEIGHT    -        -16.079 (meters)                     GEOID99
 AE2222  GEOID HEIGHT    -        -16.123 (meters)                     GEOID18
 AE2222  NAD 83(2011) X  - -1,795,938.720 (meters)                     COMP
 AE2222  NAD 83(2011) Y  - -4,431,691.269 (meters)                     COMP
 AE2222  NAD 83(2011) Z  -  4,208,589.631 (meters)                     COMP
 AE2222  LAPLACE CORR    -          8.66  (seconds)                    DEFLEC18
 AE2222
 AE2222  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE2222  Standards:
 AE2222         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE2222            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE2222  -------------------------------------------------------------------
 AE2222  NETWORK    0.98   1.72           0.43   0.37   0.88      0.03476925
 AE2222  -------------------------------------------------------------------
 AE2222  Click here for local accuracies and other accuracy information.
 AE2222
 AE2222.This mark is at Brigham City Airport (BMC)
 AE2222
 AE2222.The horizontal coordinates were established by GPS observations
 AE2222.and adjusted by the National Geodetic Survey in June 2012.
 AE2222
 AE2222.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE2222.been affixed to the stable North American tectonic plate. See 
 AE2222.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE2222
 AE2222.The horizontal coordinates are valid at the epoch date displayed above
 AE2222.which is a decimal equivalence of Year/Month/Day.
 AE2222
 AE2222.The orthometric height was determined by GPS observations and a
 AE2222.high-resolution geoid model.
 AE2222
 AE2222.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2222.GEOID18 height accuracy estimate available here.
 AE2222
 AE2222.Click photographs - Photos may exist for this station.
 AE2222
 AE2222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2222
 AE2222.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE2222
 AE2222.The ellipsoidal height was determined by GPS observations
 AE2222.and is referenced to NAD 83.
 AE2222
 AE2222. The following values were computed from the NAD 83(2011) position.
 AE2222
 AE2222;                    North         East     Units Scale Factor Converg.
 AE2222;SPC UT N     - 1,134,483.765   453,257.648   MT  0.99996982   -0 22 09.7
 AE2222;SPC UT N     - 3,722,052.15  1,487,062.80   sFT  0.99996982   -0 22 09.7
 AE2222;UTM  12      - 4,599,578.343   411,570.211   MT  0.99969623   -0 42 11.4
 AE2222
 AE2222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2222!SPC UT N     -   0.99980055  x   0.99996982  =   0.99977037
 AE2222!UTM  12      -   0.99980055  x   0.99969623  =   0.99949684
 AE2222
 AE2222:                Primary Azimuth Mark                     Grid Az
 AE2222:SPC UT N     -  BRIGAIR                                  218 57 00.7
 AE2222:UTM  12      -  BRIGAIR                                  219 17 02.4
 AE2222
 AE2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1157099578(NAD 83)
 AE2222
 AE2222|---------------------------------------------------------------------|
 AE2222| PID    Reference Object                     Distance      Geod. Az  |
 AE2222|                                                           dddmmss.s |
 AE2222| MS0692 BRIGAIR                             APPROX. 0.5 KM 2183451.0 |
 AE2222|---------------------------------------------------------------------|
 AE2222
 AE2222                          SUPERSEDED SURVEY CONTROL
 AE2222
 AE2222  NAD 83(2007)-  41 32 34.72383(N)    112 03 36.74146(W) AD(2002.00) 0
 AE2222  ELLIP H (02/10/07) 1271.893  (m)                       GP(2002.00)    
 AE2222  NAD 83(1994)-  41 32 34.72299(N)    112 03 36.73987(W) AD(       ) 3
 AE2222  ELLIP H (09/03/03) 1271.909  (m)                       GP(       ) 4 2
 AE2222
 AE2222.Superseded values are not recommended for survey control.
 AE2222
 AE2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2222.See file dsdata.pdf to determine how the superseded data were derived.
 AE2222
 AE2222_MARKER: DD = SURVEY DISK
 AE2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2222_STAMPING: BMC B 1990
 AE2222_MARK LOGO: NOS
 AE2222_PROJECTION: FLUSH
 AE2222_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2222+STABILITY: SURFACE MOTION
 AE2222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2222+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2003
 AE2222
 AE2222  HISTORY     - Date     Condition        Report By
 AE2222  HISTORY     - 1990     MONUMENTED       NOS
 AE2222  HISTORY     - 19940630 GOOD             NGS
 AE2222  HISTORY     - 20030721 GOOD             NGS
 AE2222
 AE2222                          STATION DESCRIPTION
 AE2222
 AE2222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (NGS)
 AE2222'THE STATION IS A STANDARD NATIONAL OCEAN SERVICE DISK STAMPED BCM B
 AE2222'1990 SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND. THE
 AE2222'STATION IS LOCATED EAST OF RUNWAY 16-34, 618.6 FT (188.5 M) NORTHEAST
 AE2222'OF CL END RWY 34, 493.0 FT (150.3 M) EAST OF THE SECOND RUNWAY LIGHT
 AE2222'NORTH OF END 34, 78.3 FT (23.9 M) WEST OF A FENCE CORNER AND 38.0 FT
 AE2222'(11.6 M) NORTH OF A LIGHTED WINDSOCK.  THE STATION IS IN SIDE THE
 AE2222'SEGMENTED CIRCLE AROUND THE WINDSOCK.
 AE2222
 AE2222                          STATION RECOVERY (2003)
 AE2222
 AE2222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (SB)
 AE2222'THIS STATION IS LOCATED AT THE BRIGHAM CITY MUNICIPAL AIRPORT, ABOUT
 AE2222'640 FT (195.1 M) EAST OF RUNWAY END 34.
 AE2222'
 AE2222'THE STATION IS CAN FOUND ON THE NORTH SIDE OF THE WINDSOCK.  OWNERSHIP
 AE2222'IS BRIGHAM CITY PUBLIC WORKS, 20 NORTH MAIN, BRIGAM CITY, UTAH 84302.
 AE2222'AIRPORT MANAGER IS BRUCE LEONARD.  PHONE (435) 734-2001.  PERMISSION
 AE2222'FROM AIRPORT MANAGER MUST BE OBTAINED BEFORE ACCESSING AIRCRAFT
 AE2222'MOVEMENT AREA.
 AE2222'
 AE2222'TO REACH THIS STATION FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE
 AE2222'15, 84 AND UT 13 (EXIT 368), ABOUT 6 KM (3.7 MI) NORTHWEST OF BRIGHAM
 AE2222'CITY, GO SOUTHEAST ON HIGHWAY 13 FOR 0.5 KM (0.3 MI) TO A PAVED
 AE2222'AIRPORT ROAD ON THE LEFT.  LEFT AND CONTINUE NORTH ON THE AIRPORT ROAD
 AE2222'FOR 0.7 MI (1.1 KM) TO AIRPORT ENTRANCE ON THE RIGHT.  RIGHT AND
 AE2222'CONTINUE EAST INTO AIRCRAFT HANGAR AREA 0.05 MILE.  RIGHT AND SOUTH
 AE2222'THROUGH THE HANGAR AREA TO AIRCRAFT PARKING APRON.  LEFT AND CONTINUE
 AE2222'EAST 0.15 MI (0.24 KM) ON AIRCRAFT PARKING APRON AND ACROSS RUNWAY END
 AE2222'34 TO STATION ON THE LEFT.
 AE2222'
 AE2222'THE STATION IS JUST INSIDE A METAL SEGMENTED CIRCLE AROUND THE
 AE2222'WINDSOCK.  THE STATION IS 38.4 FT (11.7 M) NORTH OF THE WINDSOCK, 12.0
 AE2222'FT (3.7 M) SOUTH OF THE SOUTHEAST CORNER OF 8 X 3 FT (0.9 M) METAL
 AE2222'SEGMENT, 2.0 FT (0.6 M) EAST OF A FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0485 ***********************************************************************
 LP0485  DESIGNATION -  BONNIE
 LP0485  PID         -  LP0485
 LP0485  STATE/COUNTY-  UT/TOOELE
 LP0485  COUNTRY     -  US
 LP0485  USGS QUAD   -  FLUX (2017)
 LP0485
 LP0485                         *CURRENT SURVEY CONTROL
 LP0485  ______________________________________________________________________
 LP0485* NAD 83(1994) POSITION- 40 41 25.71798(N) 112 32 49.62849(W)   ADJUSTED
 LP0485* NAVD 88 ORTHO HEIGHT -  1288.2   (meters)     4226.    (feet) VERTCON3
 LP0485  ______________________________________________________________________
 LP0485  GEOID HEIGHT    -        -17.480 (meters)                     GEOID18
 LP0485  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 LP0485  HORZ ORDER      -  THIRD
 LP0485
 LP0485.The horizontal coordinates were established by classical geodetic methods
 LP0485.and adjusted by the National Geodetic Survey in November 1997.
 LP0485
 LP0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0485
 LP0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0485.GEOID18 height accuracy estimate available here.
 LP0485
 LP0485.Click photographs - Photos may exist for this station.
 LP0485
 LP0485.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0485
 LP0485. The following values were computed from the NAD 83(1994) position.
 LP0485
 LP0485;                    North         East     Units Scale Factor Converg.
 LP0485;SPC UT C     - 2,262,216.654   411,490.711   MT  1.00001032   -0 40 14.7
 LP0485;SPC UT C     - 7,421,955.81  1,350,032.44   sFT  1.00001032   -0 40 14.7
 LP0485;UTM  12      - 4,505,548.858   369,275.727   MT  0.99981034   -1 00 31.8
 LP0485
 LP0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0485!SPC UT C     -   0.99980071  x   1.00001032  =   0.99981102
 LP0485!UTM  12      -   0.99980071  x   0.99981034  =   0.99961108
 LP0485
 LP0485:                Primary Azimuth Mark                     Grid Az
 LP0485:SPC UT C     -  WOOLLEY                                  168 25 21.9
 LP0485:UTM  12      -  WOOLLEY                                  168 45 39.0
 LP0485
 LP0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL6927505548(NAD 83)
 LP0485
 LP0485|---------------------------------------------------------------------|
 LP0485| PID    Reference Object                     Distance      Geod. Az  |
 LP0485|                                                           dddmmss.s |
 LP0485| LP0484 WOOLLEY                             APPROX. 6.7 KM 1674507.2 |
 LP0485|---------------------------------------------------------------------|
 LP0485
 LP0485                          SUPERSEDED SURVEY CONTROL
 LP0485
 LP0485  NAD 83(1993)-  40 41 25.70808(N)    112 32 49.62134(W) AD(       ) 3
 LP0485  NAD 83(1986)-  40 41 25.70768(N)    112 32 49.61872(W) AD(       ) 3
 LP0485  NAD 27      -  40 41 25.92024(N)    112 32 46.76624(W) AD(       ) 3
 LP0485  NGVD 29 (07/19/86) 1287.2    (m)         4223.     (f) VERT ANG       
 LP0485
 LP0485.Superseded values are not recommended for survey control.
 LP0485
 LP0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0485.See file dsdata.pdf to determine how the superseded data were derived.
 LP0485
 LP0485_MARKER: DD = SURVEY DISK
 LP0485_SETTING: 80 = SET IN A BOULDER
 LP0485_STAMPING: BONNIE 1955
 LP0485_MARK LOGO: USGS
 LP0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0485+STABILITY: SURFACE MOTION
 LP0485
 LP0485  HISTORY     - Date     Condition        Report By
 LP0485  HISTORY     - 1955     MONUMENTED       USGS
 LP0485
 LP0485                          STATION DESCRIPTION
 LP0485
 LP0485'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LP0485'LOCATED ABOUT 7 MI. NW. OF GRANTSVILLE, 1 MI. NE. OF BONNIEVILLE
 LP0485'SERVICE STATION ON HIGHWAY 40 AND 127 FT. W. OF RAILROAD CROSSING.
 LP0485'
 LP0485'TO REACH FROM BONNIEVILLE SERVICE STATION, DRIVE 7.6 MI. NW. OF
 LP0485'GRANTSVILLE ON HIGHWAY 40, SE. ON HIGHWAY 40 FOR 100 FT. TO DIRT
 LP0485'---ISLAND ROAD--- ON LEFT, GO 0.8 MI. TO RAILROAD CROSSING.  STATION
 LP0485'IS 127 FT. W. OF THIS POINT AND ABOUT 16 FT. NW. OF TELEPHONE POLE.
 LP0485'
 LP0485'STATION MARK--STANDARD TABLET STAMPED ---BONNIE 1955---, CEMENTED IN
 LP0485'BOULDER.
 LP0485'
 LP0485'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN TELEPHONE POLE, 16.05
 LP0485'FT. FROM STATION MARK, N 78 DEG 44 MIN E.
 LP0485'
 LP0485'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN RAILROAD TIE, 173.67
 LP0485'FT. FROM STATION MARK, S 00 DEG 59 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0754 ***********************************************************************
 LO0754  DESIGNATION -  BOOT
 LO0754  PID         -  LO0754
 LO0754  STATE/COUNTY-  UT/UTAH
 LO0754  COUNTRY     -  US
 LO0754  USGS QUAD   -  TWO TOM HILL (2017)
 LO0754
 LO0754                         *CURRENT SURVEY CONTROL
 LO0754  ______________________________________________________________________
 LO0754* NAD 83(1994) POSITION- 40 07 41.95387(N) 111 22 04.55739(W)   ADJUSTED
 LO0754* NAVD 88 ORTHO HEIGHT -  2470.6   (meters)     8106.    (feet) VERTCON3
 LO0754  ______________________________________________________________________
 LO0754  GEOID HEIGHT    -        -16.144 (meters)                     GEOID18
 LO0754  LAPLACE CORR    -          5.33  (seconds)                    DEFLEC18
 LO0754  HORZ ORDER      -  FIRST
 LO0754
 LO0754.The horizontal coordinates were established by classical geodetic methods
 LO0754.and adjusted by the National Geodetic Survey in November 1997.
 LO0754
 LO0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0754
 LO0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0754.GEOID18 height accuracy estimate available here.
 LO0754
 LO0754.Click photographs - Photos may exist for this station.
 LO0754
 LO0754.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0754
 LO0754. The following values were computed from the NAD 83(1994) position.
 LO0754
 LO0754;                    North         East     Units Scale Factor Converg.
 LO0754;SPC UT C     - 2,199,286.507   511,255.609   MT  0.99991189   +0 05 04.6
 LO0754;SPC UT C     - 7,215,492.48  1,677,344.44   sFT  0.99991189   +0 05 04.6
 LO0754;UTM  12      - 4,442,064.570   468,652.214   MT  0.99961210   -0 14 13.7
 LO0754
 LO0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0754!SPC UT C     -   0.99961511  x   0.99991189  =   0.99952703
 LO0754!UTM  12      -   0.99961511  x   0.99961210  =   0.99922736
 LO0754
 LO0754:                Primary Azimuth Mark                     Grid Az
 LO0754:SPC UT C     -  BOOT AZ MK                               224 14 54.1
 LO0754:UTM  12      -  BOOT AZ MK                               224 34 12.4
 LO0754
 LO0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK6865242064(NAD 83)
 LO0754
 LO0754|---------------------------------------------------------------------|
 LO0754| PID    Reference Object                     Distance      Geod. Az  |
 LO0754|                                                           dddmmss.s |
 LO0754| CM5195 BOOT RM 1                             9.586 METERS 00856     |
 LO0754| CM5196 BOOT RM 2                            13.377 METERS 11704     |
 LO0754| CM5194 BOOT AZ MK                                         2241958.7 |
 LO0754|---------------------------------------------------------------------|
 LO0754
 LO0754                          SUPERSEDED SURVEY CONTROL
 LO0754
 LO0754  NAD 83(1993)-  40 07 41.95324(N)    111 22 04.55532(W) AD(       ) 1
 LO0754  NAD 83(1986)-  40 07 41.94320(N)    111 22 04.54952(W) AD(       ) 1
 LO0754  NAD 27      -  40 07 42.09700(N)    111 22 01.90800(W) AD(       ) 1
 LO0754  NGVD 29 (07/19/86) 2469.4    (m)         8102.     (f) VERT ANG       
 LO0754
 LO0754.Superseded values are not recommended for survey control.
 LO0754
 LO0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0754.See file dsdata.pdf to determine how the superseded data were derived.
 LO0754
 LO0754_MARKER: DS = TRIANGULATION STATION DISK
 LO0754_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0754_STAMPING: BOOT 1947
 LO0754_MARK LOGO: CGS
 LO0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0754
 LO0754  HISTORY     - Date     Condition        Report By
 LO0754  HISTORY     - 1947     MONUMENTED       CGS
 LO0754
 LO0754                          STATION DESCRIPTION
 LO0754
 LO0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LO0754'THE STATION IS LOCATED ON A HIGH POINT OF RIDGE BETWEEN RED
 LO0754'HOLLOW AND DIAMOND FORK, ABOUT 15 MILES AIR LINE NORTHEAST OF
 LO0754'THE TOWN OF SPANISH FORK, ABOUT 13 MILES AIR LINE SOUTHEAST
 LO0754'OF SPRINGVILLE, ABOUT 1.0 MILE AIR LINE SOUTH OF A PEAK LOCALLY
 LO0754'KNOWN AS MOLLYS NIPPLE, ABOUT 300 YARDS NORTHEAST OF A RED
 LO0754'VERTICAL CLIFF, 15 FEET EAST OF THE WEST BRIM, PROJECTS 8
 LO0754'INCHES AND IS STAMPED BOOT 1947.
 LO0754'
 LO0754'REFERENCE MARK NO. 1 IS APPROXIMATELY 4 FEET LOWER THAN STATION,
 LO0754'22 FEET EAST OF THE WEST BRIM, PROJECTS 8 INCHES AND IS
 LO0754'STAMPED BOOT NO 1 1947.
 LO0754'
 LO0754'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 FEET LOWER THAN THE
 LO0754'STATION IN A SADDLE AT POINT WHERE RIDGE FLATTENS OUT, 20 FEET
 LO0754'EAST OF WEST BRIM, PROJECTS 6 INCHES AND IS STAMPED BOOT NO
 LO0754'2 1947.
 LO0754'
 LO0754'THE AZIMUTH MARK IS LOCATED ALONG THE TRACK ROAD TO STATION,
 LO0754'ABOUT 0.05 MILE NORTH OF AN OLD ABANDONED OIL CAMP, ABOUT
 LO0754'0.05 MILE SOUTH OF AN OLD OIL DERRICK MENTIONED IN THE DESCRIPTION,
 LO0754'20 FEET WEST OF AND APPROXIMATELY 2 FEET LOWER THAN THE CENTER
 LO0754'LINE OF ROAD TO STATION, 7 FEET SOUTHEAST OF A 6 INCH TREE WITH
 LO0754'A TRIANGLE BLAZE ON THE EAST SIDE, PROJECTS 8 INCHES AND IS
 LO0754'STAMPED--BOOT 1947.
 LO0754'
 LO0754'TO REACH FROM THE POST OFFICE IN SPANISH FORK.  GO SOUTH
 LO0754'ON MAIN STREET FOR 0.45 MILE TO THE JUNCTION OF U.S. HIGHWAY
 LO0754'91 AND STATE HIGHWAY 6.  TURN LEFT (E) ON STATE HIGHWAY 6
 LO0754'AND GO 4.2 MILES TO THE JUNCTION OF U.S. HIGHWAYS 50 AND 89.
 LO0754'CONTINUE STRAIGHT AHEAD (E) FOR 6.2 MILES TO A GRADED ROAD
 LO0754'LEFT (N) AT A CATTLE GUARD CROSSING.  TURN LEFT (N) AND FOLLOW
 LO0754'THIS ROAD UP DIAMOND FORK CREEK FOR 5.1 MILES TO A MONUMENT
 LO0754'ON LEFT COMMEMORATING BATTLE OF DIAMOND FORK, CONTINUE
 LO0754'STRAIGHT AHEAD ON GRADED ROAD FOR 0.5 MILE TO A FORK.  KEEP
 LO0754'RIGHT FORK ON MAIN TRAVELED ROAD AND GO 2.3 MILES TO A ROAD
 LO0754'RIGHT CROSSING BRIDGE OVER DIAMOND FORK CREEK, AND A ROAD LEFT
 LO0754'UP RED HOLLOW.  TURN LEFT (N) ON ROAD GOING UP RED HOLLOW AND
 LO0754'GO 1.1 MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE
 LO0754'ON ROAD FOR 2.35 MILES, PASSING A CABIN AND AN OLD
 LO0754'ABANDONED OIL CAMP, TO AN OLD OIL DERRICK ON LEFT.  FROM
 LO0754'THE OIL DERRICK THE STATION SITE CAN BE SEEN IN A
 LO0754'NORTHEASTERLY DIRECTION TO THE LEFT OR NORTH OF THE
 LO0754'VERTICAL RED CLIFF.  FROM THIS POINT CONTINUE NORTH ON A
 LO0754'FIELD ROAD FOR 0.4 MILE TO A WIRE GATE.  PASS THROUGH
 LO0754'GATE, THENCE EAST UP HOLLOW FOR A SHORT DISTANCE TO END OF
 LO0754'TRUCK TRAVEL.  PACK UP RIDGE TO STATION AS DESCRIBED ABOVE.  A
 LO0754'1-HOUR PACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5799 ***********************************************************************
 AI5799  CBN         -  This is a Cooperative Base Network Control Station.
 AI5799  DESIGNATION -  BOOTH
 AI5799  PID         -  AI5799
 AI5799  STATE/COUNTY-  UT/SALT LAKE
 AI5799  COUNTRY     -  US
 AI5799  USGS QUAD   -  MAGNA (2017)
 AI5799
 AI5799                         *CURRENT SURVEY CONTROL
 AI5799  ______________________________________________________________________
 AI5799* NAD 83(2011) POSITION- 40 40 03.54438(N) 112 05 29.48205(W)   ADJUSTED
 AI5799* NAD 83(2011) ELLIP HT-  1461.287 (meters)        (06/27/12)   ADJUSTED
 AI5799* NAD 83(2011) EPOCH   -  2010.00
 AI5799* NAVD 88 ORTHO HEIGHT -  1478.4   (meters)     4850.    (feet) GPS OBS
 AI5799  ______________________________________________________________________
 AI5799  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5799  GEOID HEIGHT    -        -17.142 (meters)                     GEOID09
 AI5799  GEOID HEIGHT    -        -17.176 (meters)                     GEOID18
 AI5799  NAD 83(2011) X  - -1,822,455.273 (meters)                     COMP
 AI5799  NAD 83(2011) Y  - -4,490,071.803 (meters)                     COMP
 AI5799  NAD 83(2011) Z  -  4,135,450.916 (meters)                     COMP
 AI5799  LAPLACE CORR    -         -3.61  (seconds)                    DEFLEC18
 AI5799
 AI5799  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5799  Standards:
 AI5799         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5799            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5799  -------------------------------------------------------------------
 AI5799  NETWORK    0.69   1.72           0.29   0.27   0.88      0.07185968
 AI5799  -------------------------------------------------------------------
 AI5799  Click here for local accuracies and other accuracy information.
 AI5799
 AI5799.The horizontal coordinates were established by GPS observations
 AI5799.and adjusted by the National Geodetic Survey in June 2012.
 AI5799
 AI5799.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5799.been affixed to the stable North American tectonic plate. See 
 AI5799.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5799
 AI5799.The horizontal coordinates are valid at the epoch date displayed above
 AI5799.which is a decimal equivalence of Year/Month/Day.
 AI5799
 AI5799.The orthometric height was determined by GPS observations and a
 AI5799.high-resolution geoid model.
 AI5799
 AI5799.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5799.GEOID18 height accuracy estimate available here.
 AI5799
 AI5799.Click photographs - Photos may exist for this station.
 AI5799
 AI5799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5799
 AI5799.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5799
 AI5799.The ellipsoidal height was determined by GPS observations
 AI5799.and is referenced to NAD 83.
 AI5799
 AI5799. The following values were computed from the NAD 83(2011) position.
 AI5799
 AI5799;                    North         East     Units Scale Factor Converg.
 AI5799;SPC UT C     - 2,259,329.155   449,983.117   MT  1.00000444   -0 22 44.1
 AI5799;SPC UT C     - 7,412,482.40  1,476,319.61   sFT  1.00000444   -0 22 44.1
 AI5799;UTM  12      - 4,502,436.985   407,740.851   MT  0.99970477   -0 42 40.9
 AI5799
 AI5799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5799!SPC UT C     -   0.99977083  x   1.00000444  =   0.99977527
 AI5799!UTM  12      -   0.99977083  x   0.99970477  =   0.99947566
 AI5799
 AI5799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0774002436(NAD 83)
 AI5799
 AI5799                          SUPERSEDED SURVEY CONTROL
 AI5799
 AI5799  NAD 83(2007)-  40 40 03.54407(N)    112 05 29.48255(W) AD(2002.00) 0
 AI5799  ELLIP H (02/10/07) 1461.299  (m)                       GP(2002.00)    
 AI5799  NAD 83(1994)-  40 40 03.54362(N)    112 05 29.48209(W) AD(       ) A
 AI5799  ELLIP H (06/28/00) 1461.321  (m)                       GP(       ) 4 1
 AI5799  NAVD 88 (06/28/00) 1478.5    (m)  GEOID99  model used  GPS OBS        
 AI5799
 AI5799.Superseded values are not recommended for survey control.
 AI5799
 AI5799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5799.See file dsdata.pdf to determine how the superseded data were derived.
 AI5799
 AI5799_MARKER: DD = SURVEY DISK
 AI5799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5799_STAMPING: BOOTH 1999
 AI5799_MARK LOGO: SLCS
 AI5799_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5799+STABILITY: SURFACE MOTION
 AI5799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5799+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5799
 AI5799  HISTORY     - Date     Condition        Report By
 AI5799  HISTORY     - 1999     MONUMENTED       SLCS
 AI5799
 AI5799                          STATION DESCRIPTION
 AI5799
 AI5799'DESCRIBED BY SALT LAKE COUNTY SURVEYOR 1999 (DJW)
 AI5799'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) SOUTHWEST OF SALT LAKE
 AI5799'CITY, 9.7 KM (6.00 MI) WEST-NORTHWEST OF KEARNS AND 3.2 KM (2.00 MI)
 AI5799'SOUTHEAST OF MAGNA.  OWNERSHIP--UDOT.  TO REACH THE STATION FROM THE
 AI5799'JUNCTION OF STATE HIGHWAYS 201, 2100 SOUTH, AND U111, 8400 WEST, GO
 AI5799'SOUTH ON HIGHWAY U111 FOR 5.65 KM (3.50 MI) TO THE STATION ON THE
 AI5799'LEFT.  THE STATION IS A TRIANGULAR DISK SET IN TOP OF A 0.6 M (2.0 FT)
 AI5799'ROUND BY 1.5 M (4.9 FT) DEEP CONCRETE AND REBAR MONUMENT. IT IS 305 M
 AI5799'(1000.7 FT) SOUTH OF A BRAKE CHECK STATION, 24.4 M (80.1 FT) EAST OF
 AI5799'THE CENTERLINE OF HIGHWAY U111, 7.3 M (24.0 FT) WEST OF THE EAST
 AI5799'RIGHT-OF-WAY FENCE, 1.5 M (4.9 FT) WEST OF A STEEL WITNESS POST AND ON
 AI5799'A 1.8 M (5.9 FT) HIGH DIRT SLOPE ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0534 ***********************************************************************
 JO0534  DESIGNATION -  BORDEN
 JO0534  PID         -  JO0534
 JO0534  STATE/COUNTY-  UT/MILLARD
 JO0534  COUNTRY     -  US
 JO0534  USGS QUAD   -  BORDEN (2017)
 JO0534
 JO0534                         *CURRENT SURVEY CONTROL
 JO0534  ______________________________________________________________________
 JO0534* NAD 83(1994) POSITION- 38 57 28.80462(N) 112 48 14.80340(W)   ADJUSTED
 JO0534* NAVD 88 ORTHO HEIGHT -  1459.48  (+/-2cm)     4788.3   (feet) VERTCON3
 JO0534  ______________________________________________________________________
 JO0534  GEOID HEIGHT    -        -20.090 (meters)                     GEOID18
 JO0534  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 JO0534  HORZ ORDER      -  SECOND
 JO0534  VERT ORDER      -  THIRD ? (See Below)
 JO0534
 JO0534.The horizontal coordinates were established by classical geodetic methods
 JO0534.and adjusted by the National Geodetic Survey in June 1998.
 JO0534
 JO0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0534
 JO0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0534.GEOID18 height accuracy estimate available here.
 JO0534
 JO0534.The vertical order pertains to the NGVD 29 superseded value.
 JO0534
 JO0534.Click photographs - Photos may exist for this station.
 JO0534
 JO0534.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0534
 JO0534. The following values were computed from the NAD 83(1994) position.
 JO0534
 JO0534;                    North         East     Units Scale Factor Converg.
 JO0534;SPC UT C     - 2,070,175.765   386,965.017   MT  1.00001500   -0 50 07.4
 JO0534;SPC UT C     - 6,791,901.66  1,269,567.73   sFT  1.00001500   -0 50 07.4
 JO0534;UTM  12      - 4,313,663.636   343,680.993   MT  0.99990090   -1 08 04.4
 JO0534
 JO0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0534!SPC UT C     -   0.99977421  x   1.00001500  =   0.99978921
 JO0534!UTM  12      -   0.99977421  x   0.99990090  =   0.99967514
 JO0534
 JO0534:                Primary Azimuth Mark                     Grid Az
 JO0534:SPC UT C     -  BORDEN AZ MK                             192 09 06.9
 JO0534:UTM  12      -  BORDEN AZ MK                             192 27 03.9
 JO0534
 JO0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ4368013663(NAD 83)
 JO0534
 JO0534|---------------------------------------------------------------------|
 JO0534| PID    Reference Object                     Distance      Geod. Az  |
 JO0534|                                                           dddmmss.s |
 JO0534| CM5200 BORDEN AZ MK                                       1911859.5 |
 JO0534| CM5201 BORDEN RM 1                          12.750 METERS 21225     |
 JO0534| CM5202 BORDEN RM 2                          15.279 METERS 29225     |
 JO0534| KO0435 BLACK ROCK CAIRN                    APPROX.14.2 KM 3172149.5 |
 JO0534|---------------------------------------------------------------------|
 JO0534
 JO0534                          SUPERSEDED SURVEY CONTROL
 JO0534
 JO0534  NAD 83(1986)-  38 57 28.79828(N)    112 48 14.79738(W) AD(       ) 2
 JO0534  NAD 27      -  38 57 28.93560(N)    112 48 11.98070(W) AD(       ) 2
 JO0534  NGVD 29            1458.38   (m)         4784.7    (f) LEVELING    3  
 JO0534
 JO0534.Superseded values are not recommended for survey control.
 JO0534
 JO0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0534.See file dsdata.pdf to determine how the superseded data were derived.
 JO0534
 JO0534_MARKER: DS = TRIANGULATION STATION DISK
 JO0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0534_STAMPING: BORDEN 1957
 JO0534_MARK LOGO: CGS
 JO0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0534+STABILITY: SURFACE MOTION
 JO0534
 JO0534  HISTORY     - Date     Condition        Report By
 JO0534  HISTORY     - 1957     MONUMENTED       CGS
 JO0534  HISTORY     - 1971     GOOD             USGS
 JO0534
 JO0534                          STATION DESCRIPTION
 JO0534
 JO0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 JO0534'THE STATION IS LOCATED AIRLINE ABOUT 22 MILES WEST-NORTHWEST
 JO0534'OF KANOSH, 29 MILES SOUTH-SOUTHWEST OF DELTA, AND 26 MILES WEST
 JO0534'OF FILLMORE, ON THE TOP OF A SLIGHT RISE ON THE EAST-SOUTHEAST
 JO0534'SIDE OF A GRAVELED ROAD THAT RUNS NORTH-NORTHEAST PAST THE
 JO0534'STATION AND BETWEEN THE ROAD AND A RAILROAD TRACK.
 JO0534'
 JO0534'TO REACH THE STATION FROM THE POST OFFICE IN DELTA GO SOUTH ABOUT
 JO0534'50 YARDS TO AN INTERSECTION.  TURN RIGHT ONTO U.S. HIGHWAY 6
 JO0534'AND GO WEST, SOUTHWEST, AND WEST 4.5 MILES TO A CROSS ROAD AT A
 JO0534'SIGN DESERET.  TURN LEFT ONTO STATE HIGHWAY 140 AND GO SOUTH
 JO0534'2.9 MILES TO A CROSS ROAD IN THE VILLAGE OF DESERET.  KEEP
 JO0534'STRAIGHT AHEAD AS PER SIGN MILFORD 69 AND GO SOUTH THEN
 JO0534'SOUTH-SOUTHWEST ON A GRAVELED ROAD ALONG THE WEST SIDE OF A
 JO0534'RAILROAD TRACK 12.3 MILES TO THE CLEAR LAKE RAILROAD SIDING ON THE
 JO0534'LEFT.  CONTINUE SOUTH-SOUTHWEST ON THE ROAD 9.6 MILES TO THE
 JO0534'BORDEN RAILROAD SIDING ON THE LEFT.  CONTINUE
 JO0534'SOUTH-SOUTHWEST 1.7 MILES TO THE TOP OF A RISE AND THE STATION
 JO0534'ON THE LEFT.
 JO0534'
 JO0534'THE STATION MARK IS A STANDARD DISK STAMPED BORDEN 1957 SET IN
 JO0534'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 JO0534'ABOVE THE GROUND.  IT IS 14 FEET EAST-SOUTHEAST OF A FENCE LINE,
 JO0534'16 FEET SOUTHEAST OF A TELEPHONE POLE, 29 FEET EAST-SOUTHEAST OF
 JO0534'THE CENTERLINE OF THE ROAD, AND ABOUT 100 FEET WEST-NORTHWEST OF
 JO0534'AND ABOUT 30 FEET HIGHER THAN A RAILROAD TRACK.
 JO0534'
 JO0534'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BORDEN NO 1
 JO0534'1957 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 JO0534'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 3 FEET EAST-SOUTHEAST
 JO0534'OF A FENCE LINE, 15 FEET EAST-SOUTHEAST OF THE CENTERLINE OF
 JO0534'THE ROAD, AND THE SAME ELEVATION AS THE STATION.
 JO0534'
 JO0534'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BORDEN NO
 JO0534'2 1957 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 JO0534'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 21 FEET WEST-NORTHWEST
 JO0534'OF THE CENTERLINE OF THE ROAD AND 3 FEET HIGHER THAN THE
 JO0534'STATION.
 JO0534'
 JO0534'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BORDEN 1957 SET IN
 JO0534'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 JO0534'ABOVE THE GROUND.  IT IS 3 FEET WEST OF A TRIANGULAR-BLAZED
 JO0534'TELEPHONE POLE, 3 FEET EAST OF A FENCE LINE, AND 21 FEET EAST
 JO0534'OF THE CENTERLINE OF THE ROAD.
 JO0534'
 JO0534'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH-SOUTHWEST
 JO0534'AND SOUTH ON A GRAVELED ROAD 0.5 MILE TO THE AZIMUTH MARK ON THE
 JO0534'LEFT.
 JO0534
 JO0534                          STATION RECOVERY (1971)
 JO0534
 JO0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (DMK)
 JO0534'THE STATION MARK AND REFERENCE MARK NUMBER ONE WERE FOUND IN
 JO0534'GOOD CONDITION.  REFERENCE MARK NUMBER TWO WAS NOT FOUND.  NEW
 JO0534'ROAD WORK IN THE AREA HAS PROBABLY DESTROYED IT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0411 ***********************************************************************
 JN0411  DESIGNATION -  BORIS
 JN0411  PID         -  JN0411
 JN0411  STATE/COUNTY-  UT/GRAND
 JN0411  COUNTRY     -  US
 JN0411  USGS QUAD   -  GREEN RIVER (2017)
 JN0411
 JN0411                         *CURRENT SURVEY CONTROL
 JN0411  ______________________________________________________________________
 JN0411* NAD 83(1994) POSITION- 38 56 21.35860(N) 110 07 37.48664(W)   ADJUSTED
 JN0411* NAVD 88 ORTHO HEIGHT -  1375.4   (meters)     4512.    (feet) VERTCON3
 JN0411  ______________________________________________________________________
 JN0411  GEOID HEIGHT    -        -20.330 (meters)                     GEOID18
 JN0411  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 JN0411  HORZ ORDER      -  SECOND
 JN0411
 JN0411.The horizontal coordinates were established by classical geodetic methods
 JN0411.and adjusted by the National Geodetic Survey in November 1997.
 JN0411
 JN0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0411
 JN0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0411.GEOID18 height accuracy estimate available here.
 JN0411
 JN0411.Click photographs - Photos may exist for this station.
 JN0411
 JN0411.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0411
 JN0411. The following values were computed from the NAD 83(1994) position.
 JN0411
 JN0411;                    North         East     Units Scale Factor Converg.
 JN0411;SPC UT C     - 2,068,185.367   619,030.468   MT  1.00002000   +0 52 46.1
 JN0411;SPC UT C     - 6,785,371.49  2,030,935.79   sFT  1.00002000   +0 52 46.1
 JN0411;UTM  12      - 4,310,399.149   575,652.905   MT  0.99967047   +0 32 55.2
 JN0411
 JN0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0411!SPC UT C     -   0.99978744  x   1.00002000  =   0.99980744
 JN0411!UTM  12      -   0.99978744  x   0.99967047  =   0.99945798
 JN0411
 JN0411:                Primary Azimuth Mark                     Grid Az
 JN0411:SPC UT C     -  SALERATUS                                303 02 00.9
 JN0411:UTM  12      -  SALERATUS                                303 21 51.8
 JN0411
 JN0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ7565210399(NAD 83)
 JN0411
 JN0411|---------------------------------------------------------------------|
 JN0411| PID    Reference Object                     Distance      Geod. Az  |
 JN0411|                                                           dddmmss.s |
 JN0411| JN0386 GREEN RIV WHITE SAND M RNG MST      APPROX. 4.6 KM 0213943.3 |
 JN0411| JN0388 GREEN RIVER US ARMY MET TOWER       APPROX. 4.4 KM 0853049.1 |
 JN0411| CM6120 BORIS RM 1                           20.812 METERS 16400     |
 JN0411| JN0399 MICROWAVE                            20.653 METERS 26227     |
 JN0411| JN0410 GREEN RIV DENVER RIO GR RR MST        5.907 METERS 27307     |
 JN0411| KN0483 SALERATUS                           APPROX.18.6 KM 3035447.0 |
 JN0411| JN0400 GREEN RIV MTN STATES TT CO MST      APPROX. 6.0 KM 3215935.4 |
 JN0411| JN0401 GREEN RIVER UNION CARBIDE TANK      APPROX. 4.5 KM 3470801.9 |
 JN0411|---------------------------------------------------------------------|
 JN0411
 JN0411                          SUPERSEDED SURVEY CONTROL
 JN0411
 JN0411  NAD 83(1986)-  38 56 21.34671(N)    110 07 37.48105(W) AD(       ) 2
 JN0411  NAD 27      -  38 56 21.44829(N)    110 07 35.00842(W) AD(       ) 2
 JN0411  NGVD 29 (07/19/86) 1374.4    (m)         4509.     (f) VERT ANG       
 JN0411
 JN0411.Superseded values are not recommended for survey control.
 JN0411
 JN0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0411.See file dsdata.pdf to determine how the superseded data were derived.
 JN0411
 JN0411_MARKER: DS = TRIANGULATION STATION DISK
 JN0411_SETTING: 66 = SET IN ROCK OUTCROP
 JN0411
 JN0411  HISTORY     - Date     Condition        Report By
 JN0411  HISTORY     - 1966     MONUMENTED       CGS
 JN0411  HISTORY     - 1972     GOOD             NGS
 JN0411
 JN0411                          STATION DESCRIPTION
 JN0411
 JN0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 JN0411'THE STATION IS ABOUT 4-1/2 MILES SOUTHEAST OF GREEN RIVER ON THE
 JN0411'WHITE SANDS MISSILE RANGE, LOCATED ON THE HIGHEST POINT OF A
 JN0411'LARGE ROCK COVERED HILL.
 JN0411'
 JN0411'TO REACH THE STATION FROM THE POST OFFICE IN GREEN RIVER, GO
 JN0411'NORTH ON BROADWAY FOR 0.1 MILE TO THE INTERSECTION OF BROADWAY
 JN0411'AND U.S. HIGHWAYS 6 AND 50, TURN RIGHT AND GO EAST ON U.S.
 JN0411'HIGHWAYS 6 AND 50 FOR 4.75 MILES TO A RAILROAD UNDERPASS, CONTINUE
 JN0411'STRAIGHT AHEAD FOR 0.25 MILE TO A GRAVELED ROAD ON THE RIGHT,
 JN0411'TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 1.1 MILES TO THE
 JN0411'CREST OF A RIDGE AND A DIM GRAVELED CROSSROADS, CONTINUE AHEAD
 JN0411'OVER THE RIDGE AND DOWNHILL FOR 0.4 MILE TO A PAVED CROSSROADS
 JN0411'AND A GUARD HOUSE IN THE SOUTHEAST ANGLE, CONTINUE STRAIGHT
 JN0411'AHEAD AND GO SOUTH ON GRAVELED ROAD FOR 1.2 MILES TO A CURVE TO
 JN0411'THE LEFT AND A FEW LARGE BOULDERS ON THE RIGHT, TURN SHARP
 JN0411'RIGHT ON A VERY DIM TRACK ROAD FOR 2.3 MILES TO A MICRO-WAVE
 JN0411'TOWER AT THE TOP OF THE HILL AND THE STATION.
 JN0411'
 JN0411'THE STATION MARK IS A STANDARD DISK, STAMPED BORIS 1966, CEMENTED
 JN0411'IN A DRILL HOLE IN BEDROCK, THAT IS ABOUT 6 INCHES BELOW THE
 JN0411'SURFACE OF THE GROUND.  IT IS 49 FEET EAST OF A POWERLINE POLE
 JN0411'WITH A TRANSFORMER, 16 FEET SOUTH OF THE EDGE OF A BLUFF AND 14.5
 JN0411'FEET EAST OF THE NORTHEAST CORNER OF A CINDER BLOCK BUILDING.
 JN0411'
 JN0411'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BORIS NO 1 1966,
 JN0411'CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BEDROCK, THAT IS
 JN0411'FLUSH WITH THE GROUND.  IT IS 54.5 FEET SOUTHEAST OF THE SOUTHEAST
 JN0411'CORNER OF THE CINDER BLOCK BUILDING AND 26 FEET NORTH OF THE EDGE
 JN0411'OF A BLUFF, ABOUT THE SAME ELEVATION AS THE STATION.
 JN0411'
 JN0411'MICROWAVE (WSMR) IS A STANDARD WHITE SANDS MISSILE RANGE STATION
 JN0411'DISK, STAMPED MICROWAVE (WSMR) 1963, SET IN A DRILL HOLE IN A
 JN0411'BEDROCK, THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT
 JN0411'IS 43 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CINDER BLOCK
 JN0411'BUILDING, 32 FEET WEST OF A POWERLINE POLE WITH TRANSFORMER, 13
 JN0411'FEET SOUTH OF THE EDGE OF THE BLUFF AND ABOUT 1 FOOT HIGHER THAN
 JN0411'THE STATION.
 JN0411'
 JN0411'HEIGHT OF LIGHT ABOVE STATION MARK 3.61 METERS.
 JN0411
 JN0411                          STATION RECOVERY (1972)
 JN0411
 JN0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JN0411'THE STATION MARK, REFERENCE MARK NO. 1, STATION MICROWAVE WSGC
 JN0411'1963 AND THE MICROWAVE TOWER WERE RECOVERED.
 JN0411'
 JN0411'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF GREEN RIVER IN
 JN0411'THE WHITE SANDS MISSILE RANGE, GREEN RIVER MISSILE LAUNCHING
 JN0411'COMPLEX.  IT IS ON THE TOP OF AN ISOLATED HILL WITH A MICROWAVE
 JN0411'TOWER AND CONCRETE BLOCK BUILDING.
 JN0411'
 JN0411'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 6 AND 50
 JN0411'AND THE MAIN ENTRANCE ROAD TO THE GREEN RIVER MISSILE LAUNCHING
 JN0411'COMPLEX WHICH IS LOCATED ABOUT 3 MILES EAST OF GREEN RIVER, GO
 JN0411'SOUTH ON BLACK TOP ROAD FOR 0.4 MILE TO INTERSECTION WITH A
 JN0411'GRAVEL ROAD FROM THE RIGHT (THIS INTERSECTION IS JUST BEFORE THE
 JN0411'BLACK TOP ROAD TURNS SHARPLY TO THE LEFT) TURN RIGHT AND
 JN0411'CONTINUE ON GRAVEL ROAD FOR 1.0 MILE TO A U.S. ARMY LIVING AND
 JN0411'MAINTENANCE FACILITY ON THE RIGHT.  FROM THIS FACILITY CONTINUE
 JN0411'SOUTH ON THE SAME ROAD FOR 1.6 MILES TO A Y INTERSECTION.  KEEP
 JN0411'TO THE RIGHT AND GO 0.6 MILE TO A MISSILE LAUNCH COMPLEX.
 JN0411'PASS THROUGH THE COMPLEX AND TAKE DIRT ROAD TO THE RIGHT FOR
 JN0411'0.5 MILE TO TOP OF HILL AND THE STATION LOCATED 5 METERS EAST OF
 JN0411'THE BASE OF THE MICROWAVE TOWER.
 JN0411'
 JN0411'STATION MARK--A STANDARD USC AND GS DISK STAMPED--BORIS 1966
 JN0411'CEMENTED IN A DRILL HOLE IN BEDROCK ABOUT 6 INCHES BELOW GROUND
 JN0411'SURFACE.
 JN0411'
 JN0411'REFERENCE MARK NO. 1--A STANDARD USC AND GS DISK STAMPED--BORIS
 JN0411'NO 1 1966 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH
 JN0411'WITH THE GROUND, 20.813 METERS SOUTH-SOUTHEAST OF THE STATION.
 JN0411'
 JN0411'STATION MICROWAVE 1963 IS A WHITE SANDS GEODETIC CONTROL DISK
 JN0411'STAMPED--MICROWAVE 1963 CEMENTED IN A DRILL HOLE IN BEDROCK THAT
 JN0411'PROJECTS 6 INCHES ABOVE GROUND, 20.653 METERS WEST OF THE STATION.
 JN0411'
 JN0411'NOTE--VISITATIONS TO THE STATION WILL REQUIRE THE PERMISSION OF
 JN0411'THE DIRECTOR, RANGE OPERATIONS, WHITE SANDS MISSILE RANGE, NEW
 JN0411'MEXICO 88002.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0698 ***********************************************************************
 MS0698  DESIGNATION -  BOTHWELL
 MS0698  PID         -  MS0698
 MS0698  STATE/COUNTY-  UT/BOX ELDER
 MS0698  COUNTRY     -  US
 MS0698  USGS QUAD   -  BLIND SPRINGS (2017)
 MS0698
 MS0698                         *CURRENT SURVEY CONTROL
 MS0698  ______________________________________________________________________
 MS0698* NAD 83(1994) POSITION- 41 45 24.39246(N) 112 15 38.00523(W)   ADJUSTED
 MS0698* NAVD 88 ORTHO HEIGHT -  1376.1   (meters)     4515.    (feet) VERTCON3
 MS0698  ______________________________________________________________________
 MS0698  GEOID HEIGHT    -        -15.434 (meters)                     GEOID18
 MS0698  LAPLACE CORR    -          4.69  (seconds)                    DEFLEC18
 MS0698  HORZ ORDER      -  THIRD
 MS0698
 MS0698.The horizontal coordinates were established by classical geodetic methods
 MS0698.and adjusted by the National Geodetic Survey in November 1997.
 MS0698
 MS0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0698
 MS0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0698.GEOID18 height accuracy estimate available here.
 MS0698
 MS0698.Click photographs - Photos may exist for this station.
 MS0698
 MS0698.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0698
 MS0698. The following values were computed from the NAD 83(1994) position.
 MS0698
 MS0698;                    North         East     Units Scale Factor Converg.
 MS0698;SPC UT N     - 1,158,355.117   436,748.959   MT  0.99999580   -0 30 05.3
 MS0698;SPC UT N     - 3,800,370.08  1,432,900.54   sFT  0.99999580   -0 30 05.3
 MS0698;UTM  12      - 4,623,539.663   395,206.090   MT  0.99973514   -0 50 22.4
 MS0698
 MS0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0698!SPC UT N     -   0.99978663  x   0.99999580  =   0.99978243
 MS0698!UTM  12      -   0.99978663  x   0.99973514  =   0.99952183
 MS0698
 MS0698:                Primary Azimuth Mark                     Grid Az
 MS0698:SPC UT N     -  SPRINGS                                  177 42 25.4
 MS0698:UTM  12      -  SPRINGS                                  178 02 42.5
 MS0698
 MS0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9520623539(NAD 83)
 MS0698
 MS0698|---------------------------------------------------------------------|
 MS0698| PID    Reference Object                     Distance      Geod. Az  |
 MS0698|                                                           dddmmss.s |
 MS0698| CM5204 BOTHWELL RM 2                        11.329 METERS 15448     |
 MS0698| MS0694 SPRINGS                             APPROX.17.8 KM 1771220.1 |
 MS0698| CM5203 BOTHWELL RM 1                        11.661 METERS 35156     |
 MS0698|---------------------------------------------------------------------|
 MS0698
 MS0698                          SUPERSEDED SURVEY CONTROL
 MS0698
 MS0698  NAD 83(1993)-  41 45 24.38893(N)    112 15 37.99910(W) AD(       ) 3
 MS0698  NAD 83(1986)-  41 45 24.38499(N)    112 15 37.99268(W) AD(       ) 3
 MS0698  NAD 27      -  41 45 24.64731(N)    112 15 35.15564(W) AD(       ) 3
 MS0698  NGVD 29 (07/19/86) 1375.1    (m)         4511.     (f) VERT ANG       
 MS0698
 MS0698.Superseded values are not recommended for survey control.
 MS0698
 MS0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0698.See file dsdata.pdf to determine how the superseded data were derived.
 MS0698
 MS0698_MARKER: DD = SURVEY DISK
 MS0698_SETTING: 0 = UNSPECIFIED SETTING
 MS0698
 MS0698  HISTORY     - Date     Condition        Report By
 MS0698  HISTORY     - 1968     MONUMENTED       USGS
 MS0698
 MS0698                          STATION DESCRIPTION
 MS0698
 MS0698'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (WAO)
 MS0698'LOCATED ABOUT 22.0 MI. NW. OF BRIGHAM CITY, UTAH.  6.0 MI. NW.
 MS0698'OF TREMENTON.  3.4 MI. N. OF BOTHWELL.  ABOUT 170 FT. E. OF THE
 MS0698'CENTERLINE OF U.S. HIGHWAY 30.  7 FT. W. OF A RIGHT-OF-WAY FENCE.
 MS0698'6 FT. SW. OF A METAL WITNESS POST.
 MS0698'
 MS0698'TO REACH FROM THE SIGNAL LIGHT AT TREMONT AND MAIN STREETS
 MS0698'IN TREMONTON DRIVE W. ON U.S. HIGHWAY 30S FOR 6.4 MI. TO
 MS0698'STATION MARK ON RIGHT.
 MS0698'
 MS0698'STATION MARK--A STANDARD USGS TABLET STAMPED BOTHWELL 1968 ON
 MS0698'COPPERWELD ROD.
 MS0698'
 MS0698'REFERENCE MARK NO. 1--A STANDARD USGS R.M. TABLET STAMPED NO 1
 MS0698'1968 ON COPPERWELD ROD.
 MS0698'
 MS0698'REFERENCE MARK NO. 2--A STANDARD USGS R.M. TABLET STAMPED NO
 MS0698'2 1968 ON COPPERWELD ROD.
 MS0698'
 MS0698'AZIMUTH MARK CENTERLINE WINDMILL ABOUT 1.5 MI. W. OF STATION
 MS0698'MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0693 ***********************************************************************
 HN0693  DESIGNATION -  BOULDER
 HN0693  PID         -  HN0693
 HN0693  STATE/COUNTY-  UT/GARFIELD
 HN0693  COUNTRY     -  US
 HN0693  USGS QUAD   -  STEEP CREEK BENCH (2017)
 HN0693
 HN0693                         *CURRENT SURVEY CONTROL
 HN0693  ______________________________________________________________________
 HN0693* NAD 83(1994) POSITION- 37 53 08.00819(N) 111 22 07.53407(W)   ADJUSTED
 HN0693* NAVD 88 ORTHO HEIGHT -  2025.7   (meters)     6646.    (feet) VERTCON3
 HN0693  ______________________________________________________________________
 HN0693  GEOID HEIGHT    -        -19.624 (meters)                     GEOID18
 HN0693  LAPLACE CORR    -         -5.57  (seconds)                    DEFLEC18
 HN0693  HORZ ORDER      -  THIRD
 HN0693
 HN0693.The horizontal coordinates were established by classical geodetic methods
 HN0693.and adjusted by the National Geodetic Survey in November 1997.
 HN0693
 HN0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0693
 HN0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0693.GEOID18 height accuracy estimate available here.
 HN0693
 HN0693.Click photographs - Photos may exist for this station.
 HN0693
 HN0693.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0693
 HN0693. The following values were computed from the NAD 83(1994) position.
 HN0693
 HN0693;                    North         East     Units Scale Factor Converg.
 HN0693;SPC UT S     - 3,135,285.315   511,544.522   MT  0.99995286   +0 04 49.5
 HN0693;SPC UT S     -10,286,348.57  1,678,292.32   sFT  0.99995286   +0 04 49.5
 HN0693;UTM  12      - 4,193,181.627   467,573.600   MT  0.99961295   -0 13 35.2
 HN0693
 HN0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0693!SPC UT S     -   0.99968532  x   0.99995286  =   0.99963819
 HN0693!UTM  12      -   0.99968532  x   0.99961295  =   0.99929839
 HN0693
 HN0693:                Primary Azimuth Mark                     Grid Az
 HN0693:SPC UT S     -  RIVER                                    178 13 31.5
 HN0693:UTM  12      -  RIVER                                    178 31 56.2
 HN0693
 HN0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG6757393181(NAD 83)
 HN0693
 HN0693|---------------------------------------------------------------------|
 HN0693| PID    Reference Object                     Distance      Geod. Az  |
 HN0693|                                                           dddmmss.s |
 HN0693| HN0694 RIVER                               APPROX.12.9 KM 1781821.0 |
 HN0693|---------------------------------------------------------------------|
 HN0693
 HN0693                          SUPERSEDED SURVEY CONTROL
 HN0693
 HN0693  NAD 83(1986)-  37 53 08.00593(N)    111 22 07.53801(W) AD(       ) 3
 HN0693  NAD 27      -  37 53 08.04626(N)    111 22 04.93356(W) AD(       ) 3
 HN0693  NGVD 29 (07/19/86) 2024.5    (m)         6642.     (f) VERT ANG       
 HN0693
 HN0693.Superseded values are not recommended for survey control.
 HN0693
 HN0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0693.See file dsdata.pdf to determine how the superseded data were derived.
 HN0693
 HN0693_MARKER: DD = SURVEY DISK
 HN0693_SETTING: 66 = SET IN ROCK OUTCROP
 HN0693_STAMPING: BOULDER 1953
 HN0693_MARK LOGO: USGS
 HN0693_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0693+STABILITY: POSITION/ELEVATION WELL
 HN0693
 HN0693  HISTORY     - Date     Condition        Report By
 HN0693  HISTORY     - 1953     MONUMENTED       USGS
 HN0693  HISTORY     - 1959     GOOD             USGS
 HN0693
 HN0693                          STATION DESCRIPTION
 HN0693
 HN0693'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0693'LOCATED ABOUT 16.2 MI. ENE. OF ESCALANTE AND 3 MI. SE. OF BOULDER,
 HN0693'AT SE. END OF BOULDER VALLEY ON EXTREME SE. END OF WHITE SANDSTONE
 HN0693'BUTTE COVERED WITH TIMBER ON THE TOP.
 HN0693'
 HN0693'STATION MARK--STANDARD TABLET, STAMPED ---BOULDER 1953---, SET IN
 HN0693'LARGE IGNEOUS ROCK.
 HN0693'
 HN0693'REFERENCE MARK NO. 1--COPPER NAIL WITH WASHER, CEMENTED IN LARGE
 HN0693'BOULDER, NO DISTANCE MEASURED FROM STATION, S 43 DEG 32 MIN W.
 HN0693'
 HN0693'REFERENCE MARK NO. 2--COPPER NAIL WITH WASHER, CEMENTED IN LARGE
 HN0693'BOULDER, NO DISTANCE MEASURED FROM STATION, N 65 DEG 13 MIN W.
 HN0693'
 HN0693'NOTE BY USGS, 1959--STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD
 HN0693'CONDITION.  STATION REACHED BY HELICOPTER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0550 ***********************************************************************
 HO0550  DESIGNATION -  BOUNDARY
 HO0550  PID         -  HO0550
 HO0550  STATE/COUNTY-  UT/KANE
 HO0550  COUNTRY     -  US
 HO0550  USGS QUAD   -  PINE HOLLOW CANYON (2017)
 HO0550
 HO0550                         *CURRENT SURVEY CONTROL
 HO0550  ______________________________________________________________________
 HO0550* NAD 83(1994) POSITION- 37 00 41.94225(N) 112 06 35.71054(W)   ADJUSTED
 HO0550* NAVD 88 ORTHO HEIGHT -  1968.6   (meters)     6459.    (feet) VERTCON3
 HO0550  ______________________________________________________________________
 HO0550  GEOID HEIGHT    -        -22.215 (meters)                     GEOID18
 HO0550  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 HO0550  HORZ ORDER      -  THIRD
 HO0550
 HO0550.The horizontal coordinates were established by classical geodetic methods
 HO0550.and adjusted by the National Geodetic Survey in November 1997.
 HO0550
 HO0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0550
 HO0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0550.GEOID18 height accuracy estimate available here.
 HO0550
 HO0550.Click photographs - Photos may exist for this station.
 HO0550
 HO0550.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0550
 HO0550. The following values were computed from the NAD 83(1994) position.
 HO0550
 HO0550;                    North         East     Units Scale Factor Converg.
 HO0550;SPC UT S     - 3,038,464.845   445,716.455   MT  1.00004147   -0 22 25.3
 HO0550;SPC UT S     - 9,968,696.75  1,462,321.40   sFT  1.00004147   -0 22 25.3
 HO0550;UTM  12      - 4,096,740.593   401,257.073   MT  0.99972011   -0 40 05.5
 HO0550
 HO0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0550!SPC UT S     -   0.99969465  x   1.00004147  =   0.99973610
 HO0550!UTM  12      -   0.99969465  x   0.99972011  =   0.99941484
 HO0550
 HO0550:                Primary Azimuth Mark                     Grid Az
 HO0550:SPC UT S     -  DUFFER                                   129 53 41.2
 HO0550:UTM  12      -  DUFFER                                   130 11 21.4
 HO0550
 HO0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF0125796740(NAD 83)
 HO0550
 HO0550|---------------------------------------------------------------------|
 HO0550| PID    Reference Object                     Distance      Geod. Az  |
 HO0550|                                                           dddmmss.s |
 HO0550| GQ0272 DUFFER                              APPROX.11.1 KM 1293115.9 |
 HO0550|---------------------------------------------------------------------|
 HO0550
 HO0550                          SUPERSEDED SURVEY CONTROL
 HO0550
 HO0550  NAD 83(1992)-  37 00 41.94221(N)    112 06 35.71066(W) AD(       ) 3
 HO0550  NAD 83(1986)-  37 00 41.93698(N)    112 06 35.70017(W) AD(       ) 3
 HO0550  NAD 27      -  37 00 41.98277(N)    112 06 33.00770(W) AD(       ) 3
 HO0550  NGVD 29 (07/19/86) 1967.5    (m)         6455.     (f) VERT ANG       
 HO0550
 HO0550.Superseded values are not recommended for survey control.
 HO0550
 HO0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0550.See file dsdata.pdf to determine how the superseded data were derived.
 HO0550
 HO0550_MARKER: DS = TRIANGULATION STATION DISK
 HO0550_SETTING: 66 = SET IN ROCK OUTCROP
 HO0550_STAMPING: BOUNDARY 1933
 HO0550_MARK LOGO: USGS
 HO0550_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0550+STABILITY: POSITION/ELEVATION WELL
 HO0550
 HO0550  HISTORY     - Date     Condition        Report By
 HO0550  HISTORY     - 1933     MONUMENTED       USGS
 HO0550  HISTORY     - 1954     GOOD             USGS
 HO0550
 HO0550                          STATION DESCRIPTION
 HO0550
 HO0550'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 HO0550'LOCATED 2.75 MI S. AND 24.5 MI E. OF KANAB, ABOUT 0.5 MI N. OF
 HO0550'UTAH-ARIZONA STATE LINE.  ON TOP AND AT SOUTH EDGE OF PLATEAU
 HO0550'WHERE GROUND FALLS SHARPLY S. TO HEAD OF PINE HOLLOW.
 HO0550'
 HO0550'TO REACH FROM KANAB, GO 15 MI E. OF JCT. OF COLO. BRIDGE AND
 HO0550'PARIA RD.  GO 2 MI SE. ON PARIA RD. TO T-RD. E. OF WHITNEY
 HO0550'MCDONALDS RANCH HOUSE.  GO 3 MI E. TO TOE OF KAIBAB PLATEAU ON DIM
 HO0550'RD., GO N. TO FIRST RD. INTERSECTION FROM W.  GO SE. TO TOP OF
 HO0550'PLATEAU RD. FORKS E. AND S.  GO ABOUT 300 YARDS E. TO GOOD CAMP
 HO0550'SPOT, WALK ABOUT 350 YARDS TO STATION.
 HO0550'
 HO0550'STATION MARK--STANDARD BRONZE TABLET STAMPED---BOUNDARY 1933---,
 HO0550'CEMENTED IN LOW, LIMESTONE OUTCROP.
 HO0550'
 HO0550'RM 1--COPPER NAIL AND WASHER IN BLAZE ON 4-INCH JUNIPER (CEDAR)
 HO0550'TREE.
 HO0550'
 HO0550'RM 2--COPPER NAIL AND WASHER IN BLAZE ON 3-INCH JUNIPER (CEDAR)
 HO0550'TREE.
 HO0550
 HO0550                          STATION RECOVERY (1954)
 HO0550
 HO0550'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 HO0550'TO REACH FROM INTERSECTION OF HIGHWAY 89 WITH STATE HIGHWAY 136 IN
 HO0550'KANAB, DRIVE E. ON STATE HIGHWAY 136 FOR 8.0 MI. TO Y-FORK AT SIGN
 HO0550'---ALTON ARIA--- KEEP RIGHT FORK 7.9 MI. TO Y-FORK, KEEP LEFT FORK PER
 HO0550'SIGN ---KING-MANGANESE CORP--- FOR 5.4 MI. TO DIRT T-RD. S. TURN RIGHT
 HO0550'OFF MAIN RD. AND GO 0.2 MI. TO Y-FORK,KEEP RIGHT FORK 0.5 MI. TO
 HO0550'Y-FORK, KEEP LEFT FORK 0.1 MI. TO Y-FORK, KEEP LEFT FORK 1.4 MI. TO A
 HO0550'Y-FORK AT A DRAIN, KEEP LEFT FORK 1.3 MI. TO GATE, PASS THROUGH GATE
 HO0550'AND CONTINUE 0.4 MI. TO Y-FORK, KEEP LEFT FORK 0.9 MI. TO A Y-FORK,
 HO0550'TURN HARD LEFT AND GO 0.15 MI. TO DIM Y-FORK, KEEP RIGHT FORK THROUGH
 HO0550'BRUSH UPHILL 0.05 MI. TO TOP AND STATION.
 HO0550'
 HO0550'STATION MARK - STANDARD TABLET STAMPED ---BOUNDARY 1933--- CEMENTED IN
 HO0550'LIMESTONE OUTCROP.
 HO0550'
 HO0550'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER IN BLAZE ON 4 IN. JUNIPER
 HO0550'TREE, 75.28 FT. FROM STATION MARK, N 30 DEG 57 MIN W.
 HO0550'
 HO0550'REFERENCE MARK NO.3 - COPPER NAIL AND WASHER IN BLAZE ON 3 IN. JUNIPER
 HO0550'TREE 63.90 FT. FROM STATION MARK, N 35 DEG 02 MIN E.
 HO0550'
 HO0550'NOTE - NOTHING BUT SCATTERED ROCKS REMAIN OF CAIRN PREVIOUSLY
 HO0550'DESCRIBED AS REFERENCE MARK NO.2.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0474 ***********************************************************************
 KN0474  DESIGNATION -  BOUNDARY
 KN0474  PID         -  KN0474
 KN0474  STATE/COUNTY-  UT/DUCHESNE
 KN0474  COUNTRY     -  US
 KN0474  USGS QUAD   -  ANTHRO MOUNTAIN (2017)
 KN0474
 KN0474                         *CURRENT SURVEY CONTROL
 KN0474  ______________________________________________________________________
 KN0474* NAD 83(1994) POSITION- 39 53 03.79994(N) 110 26 22.11003(W)   ADJUSTED
 KN0474* NAVD 88 ORTHO HEIGHT -  2748.0   (meters)     9016.    (feet) VERTCON3
 KN0474  ______________________________________________________________________
 KN0474  GEOID HEIGHT    -        -16.515 (meters)                     GEOID18
 KN0474  LAPLACE CORR    -          0.84  (seconds)                    DEFLEC18
 KN0474  HORZ ORDER      -  THIRD
 KN0474
 KN0474.The horizontal coordinates were established by classical geodetic methods
 KN0474.and adjusted by the National Geodetic Survey in November 1997.
 KN0474
 KN0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0474
 KN0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0474.GEOID18 height accuracy estimate available here.
 KN0474
 KN0474.Click photographs - Photos may exist for this station.
 KN0474
 KN0474.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0474
 KN0474. The following values were computed from the NAD 83(1994) position.
 KN0474
 KN0474;                    North         East     Units Scale Factor Converg.
 KN0474;SPC UT C     - 2,172,733.644   590,703.594   MT  0.99989919   +0 40 45.7
 KN0474;SPC UT C     - 7,128,376.96  1,938,000.04   sFT  0.99989919   +0 40 45.7
 KN0474;UTM  12      - 4,415,075.974   547,926.975   MT  0.99962828   +0 21 34.0
 KN0474
 KN0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0474!SPC UT C     -   0.99957167  x   0.99989919  =   0.99947090
 KN0474!UTM  12      -   0.99957167  x   0.99962828  =   0.99920010
 KN0474
 KN0474:                Primary Azimuth Mark                     Grid Az
 KN0474:SPC UT C     -  ANTHRIO                                  113 56 45.4
 KN0474:UTM  12      -  ANTHRIO                                  114 15 57.1
 KN0474
 KN0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK4792615075(NAD 83)
 KN0474
 KN0474|---------------------------------------------------------------------|
 KN0474| PID    Reference Object                     Distance      Geod. Az  |
 KN0474|                                                           dddmmss.s |
 KN0474| KN0472 ANTHRIO                             APPROX. 3.9 KM 1143731.1 |
 KN0474|---------------------------------------------------------------------|
 KN0474
 KN0474                          SUPERSEDED SURVEY CONTROL
 KN0474
 KN0474  NAD 83(1993)-  39 53 03.79904(N)    110 26 22.10689(W) AD(       ) 3
 KN0474  NAD 83(1986)-  39 53 03.78537(N)    110 26 22.10200(W) AD(       ) 3
 KN0474  NAD 27      -  39 53 03.93229(N)    110 26 19.53884(W) AD(       ) 3
 KN0474  NGVD 29 (07/19/86) 2746.6    (m)         9011.     (f) VERT ANG       
 KN0474
 KN0474.Superseded values are not recommended for survey control.
 KN0474
 KN0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0474.See file dsdata.pdf to determine how the superseded data were derived.
 KN0474
 KN0474_MARKER: DD = SURVEY DISK
 KN0474_SETTING: 66 = SET IN ROCK OUTCROP
 KN0474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0474+STABILITY: POSITION/ELEVATION WELL
 KN0474
 KN0474  HISTORY     - Date     Condition        Report By
 KN0474  HISTORY     - 1966     MONUMENTED       USGS
 KN0474
 KN0474                          STATION DESCRIPTION
 KN0474
 KN0474'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KN0474'LOCATED 28 MI. (AIRLINE) NE. OF PRICE, UTAH, 19 MI. SW. OF DUCHESNE,
 KN0474'ON A HIGH RIDGE BETWEEN SOWERS CANYON AND ARGYLE CANYON.
 KN0474'
 KN0474'TO REACH FROM JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 33 AT
 KN0474'DUCHESNE, UTAH, GO E. 10 MI. ON U.S. HIGHWAY 40, TURN RIGHT AT
 KN0474'CROSSROADS AND GO 0.3 MI. TO RD. FORK RIGHT, CROSS CANAL AND BEAR
 KN0474'LEFT CONTINUING ON MAIN RD. 5.9 MI. TO SIGN ---SOWERS CANYON--- AND
 KN0474'RD. FORK RIGHT, THENCE 2.2 MI. TO RD. FORK LEFT, THENCE 0.3 MI. TO
 KN0474'RD. FORK RIGHT UP RIDGE, CONTINUE 6.7 MI. TO U.S. FOREST SERVICE
 KN0474'BOUNDARY FENCE, THENCE 7 MI. TO GATE AT ANTHRO MTN. RESEEDING AREA,
 KN0474'THENCE 2.3 MI. TO RD. FORK LEFT, THENCE 0.6 MI. TO DIM RD. FORK
 KN0474'RIGHT, THENCE 1.5 MI. TO GATE AND FENCE, TURN RIGHT UP FENCE LINE
 KN0474'APPROXIMATELY 500 FT. TO TOP AND STATION.
 KN0474'
 KN0474'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED --- BOUNDARY 1966---,
 KN0474'AND CEMENTED IN TOP OF LARGE ROCK PROJECTING 0.3 FT. ABOVE GROUND.
 KN0474'
 KN0474'REFERENCE MARK NO. 1--STANDARD BRONZE TABLET, STAMPED ---RM 1 1966---,
 KN0474'CEMENTED IN ROCK.
 KN0474'
 KN0474'REFERENCE MARK NO. 2--U.S. DEPARTMENT OF AGRICULTURE (FOREST SERVICE)
 KN0474'TABLET, NOT STAMPED, CEMENTED IN ROCK.
 KN0474'
 KN0474'REFERENCE MARK NO. 3--NOTCHED ROCK, SCRIBED ---UIR--- (UINTA INDIAN
 KN0474'RESERVATION), ON THE N. SIDE P.L. (PUBLIC LANDS) ON THE S. SIDE SET
 KN0474'IN GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0723 ***********************************************************************
 LO0723  DESIGNATION -  BOUNDARY 1408 SUMMIT WASATCH
 LO0723  PID         -  LO0723
 LO0723  STATE/COUNTY-  UT/WASATCH
 LO0723  COUNTRY     -  US
 LO0723  USGS QUAD   -  PARK CITY EAST (2017)
 LO0723
 LO0723                         *CURRENT SURVEY CONTROL
 LO0723  ______________________________________________________________________
 LO0723* NAD 83(1994) POSITION- 40 38 42.22720(N) 111 28 17.75552(W)   ADJUSTED
 LO0723* NAVD 88 ORTHO HEIGHT -  2324.3   (meters)     7626.    (feet) VERTCON3
 LO0723  ______________________________________________________________________
 LO0723  GEOID HEIGHT    -        -15.507 (meters)                     GEOID18
 LO0723  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 LO0723  HORZ ORDER      -  THIRD
 LO0723
 LO0723.The horizontal coordinates were established by classical geodetic methods
 LO0723.and adjusted by the National Geodetic Survey in November 1997.
 LO0723
 LO0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0723
 LO0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0723.GEOID18 height accuracy estimate available here.
 LO0723
 LO0723.Click photographs - Photos may exist for this station.
 LO0723
 LO0723.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0723
 LO0723. The following values were computed from the NAD 83(1994) position.
 LO0723
 LO0723;                    North         East     Units Scale Factor Converg.
 LO0723;SPC UT C     - 2,256,655.795   502,402.313   MT  0.99999878   +0 01 05.5
 LO0723;SPC UT C     - 7,403,711.55  1,648,298.26   sFT  0.99999878   +0 01 05.5
 LO0723;UTM  12      - 4,499,463.809   460,125.753   MT  0.99961957   -0 18 25.9
 LO0723
 LO0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0723!SPC UT C     -   0.99963796  x   0.99999878  =   0.99963674
 LO0723!UTM  12      -   0.99963796  x   0.99961957  =   0.99925767
 LO0723
 LO0723:                Primary Azimuth Mark                     Grid Az
 LO0723:SPC UT C     -  BALD                                     190 48 48.4
 LO0723:UTM  12      -  BALD                                     191 08 19.8
 LO0723
 LO0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK6012599463(NAD 83)
 LO0723
 LO0723|---------------------------------------------------------------------|
 LO0723| PID    Reference Object                     Distance      Geod. Az  |
 LO0723|                                                           dddmmss.s |
 LO0723| LO0719 BALD                                APPROX. 4.1 KM 1904953.9 |
 LO0723|---------------------------------------------------------------------|
 LO0723
 LO0723                          SUPERSEDED SURVEY CONTROL
 LO0723
 LO0723  NAD 83(1993)-  40 38 42.22737(N)    111 28 17.75404(W) AD(       ) 3
 LO0723  NAD 83(1986)-  40 38 42.21397(N)    111 28 17.74542(W) AD(       ) 3
 LO0723  NAD 27      -  40 38 42.39701(N)    111 28 15.03594(W) AD(       ) 3
 LO0723  NGVD 29 (07/19/86) 2323.0    (m)         7621.     (f) VERT ANG       
 LO0723
 LO0723.Superseded values are not recommended for survey control.
 LO0723
 LO0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0723.See file dsdata.pdf to determine how the superseded data were derived.
 LO0723
 LO0723_MARKER: 71 = BOUNDARY MONUMENT
 LO0723
 LO0723  HISTORY     - Date     Condition        Report By
 LO0723  HISTORY     - 1954     FIRST OBSERVED   USGS
 LO0723
 LO0723                          STATION DESCRIPTION
 LO0723
 LO0723'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LO0723'ON A HIGH BARE HILL 1 MI. DUE E. OF PARK CITY AND 1/8 MI. N. OF HEBER
 LO0723'PARK CITY WAGON RD. WHERE IT CROSSES DIVIDE.  ABOUT 1.25 MI. IN AIR E.
 LO0723'OF PARK CITY AND JUST S. OF TELEPHONE LINE.  T.2 S., R.4 E., SEC.14.
 LO0723'
 LO0723'STATION MARK - STANDARD COUNTY LINE BRASS TABLET RIVETED ON 1 1/2 IN.
 LO0723'PIPE PROJECTING 1.0 FT. ABOVE GROUND.
 LO0723'
 LO0723'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0714 ***********************************************************************
 LO0714  DESIGNATION -  BOUNDARY 2494 SUMMIT WASATCH
 LO0714  PID         -  LO0714
 LO0714  STATE/COUNTY-  UT/WASATCH
 LO0714  COUNTRY     -  US
 LO0714  USGS QUAD   -  FRANCIS (2017)
 LO0714
 LO0714                         *CURRENT SURVEY CONTROL
 LO0714  ______________________________________________________________________
 LO0714* NAD 83(1994) POSITION- 40 37 02.05914(N) 111 19 01.72967(W)   ADJUSTED
 LO0714* NAVD 88 ORTHO HEIGHT -  2163.1   (meters)     7097.    (feet) VERTCON3
 LO0714  ______________________________________________________________________
 LO0714  GEOID HEIGHT    -        -15.260 (meters)                     GEOID18
 LO0714  LAPLACE CORR    -          6.13  (seconds)                    DEFLEC18
 LO0714  HORZ ORDER      -  THIRD
 LO0714
 LO0714.The horizontal coordinates were established by classical geodetic methods
 LO0714.and adjusted by the National Geodetic Survey in November 1997.
 LO0714
 LO0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0714
 LO0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0714.GEOID18 height accuracy estimate available here.
 LO0714
 LO0714.Click photographs - Photos may exist for this station.
 LO0714
 LO0714.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0714
 LO0714. The following values were computed from the NAD 83(1994) position.
 LO0714
 LO0714;                    North         East     Units Scale Factor Converg.
 LO0714;SPC UT C     - 2,253,581.426   515,472.879   MT  0.99999201   +0 07 01.7
 LO0714;SPC UT C     - 7,393,625.06  1,691,180.60   sFT  0.99999201   +0 07 01.7
 LO0714;UTM  12      - 4,496,316.670   473,173.718   MT  0.99960886   -0 12 23.3
 LO0714
 LO0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0714!SPC UT C     -   0.99966319  x   0.99999201  =   0.99965521
 LO0714!UTM  12      -   0.99966319  x   0.99960886  =   0.99927219
 LO0714
 LO0714:                Primary Azimuth Mark                     Grid Az
 LO0714:SPC UT C     -  ROSS                                     308 47 00.3
 LO0714:UTM  12      -  ROSS                                     309 06 25.3
 LO0714
 LO0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK7317396316(NAD 83)
 LO0714
 LO0714|---------------------------------------------------------------------|
 LO0714| PID    Reference Object                     Distance      Geod. Az  |
 LO0714|                                                           dddmmss.s |
 LO0714| LO0720 ROSS                                APPROX. 7.5 KM 3085402.0 |
 LO0714|---------------------------------------------------------------------|
 LO0714
 LO0714                          SUPERSEDED SURVEY CONTROL
 LO0714
 LO0714  NAD 83(1993)-  40 37 02.05926(N)    111 19 01.72768(W) AD(       ) 3
 LO0714  NAD 83(1986)-  40 37 02.04567(N)    111 19 01.71944(W) AD(       ) 3
 LO0714  NAD 27      -  40 37 02.22632(N)    111 18 59.03193(W) AD(       ) 3
 LO0714  NGVD 29 (07/19/86) 2161.8    (m)         7093.     (f) VERT ANG       
 LO0714
 LO0714.Superseded values are not recommended for survey control.
 LO0714
 LO0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0714.See file dsdata.pdf to determine how the superseded data were derived.
 LO0714
 LO0714_MARKER: P = PIPE CAP
 LO0714_SETTING: 66 = SET IN ROCK OUTCROP
 LO0714_STAMPING: SUMMIT-WASATCH COUNTY LINE 2494
 LO0714_MARK LOGO: USGS
 LO0714_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0714+STABILITY: POSITION/ELEVATION WELL
 LO0714
 LO0714  HISTORY     - Date     Condition        Report By
 LO0714  HISTORY     - 1965     MONUMENTED       USGS
 LO0714
 LO0714                          STATION DESCRIPTION
 LO0714
 LO0714'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 LO0714'LOCATED ABOUT 4.7 MI. AIR E. OF HAILSTONE, ABOUT 2 MI. W. OF FRANCIS
 LO0714'ABOUT 0.5 MI. N. OF HIGHWAY 189, ON A SMALL TOP NEAR THE SOUTHEASTERLY
 LO0714'END OF A NW. SE. RIDGE.
 LO0714'
 LO0714'STATION MARK - THE TOP OF A BRASS CAP STAMPED ---SUMMIT-WASATCH COUNTY
 LO0714'LINE--- STAMPED ---2494--- ON A 2 IN. IRON PIPE SET IN ROCK OUTCROP,
 LO0714'PROJECTING  0.7 FT. ABOVE THE NORMAL SURROUNDING GROUND, 0.4 FT. LOWER
 LO0714'THAN THE SMALL ROCKY  RIDGE THAT LIES DIRECTLY TO THE NE.
 LO0714'
 LO0714'REFERENCE MARK - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0453 ***********************************************************************
 MR0453  DESIGNATION -  BOUNDARY 5
 MR0453  PID         -  MR0453
 MR0453  STATE/COUNTY-  UT/CACHE
 MR0453  COUNTRY     -  US
 MR0453  USGS QUAD   -  LOGAN (2017)
 MR0453
 MR0453                         *CURRENT SURVEY CONTROL
 MR0453  ______________________________________________________________________
 MR0453* NAD 83(1986) POSITION- 41 44 30.     (N) 111 46 24.     (W)   SCALED
 MR0453* NAVD 88 ORTHO HEIGHT -  1444.803 (meters)     4740.16  (feet) ADJUSTED
 MR0453  ______________________________________________________________________
 MR0453  GEOID HEIGHT    -        -15.201 (meters)                     GEOID18
 MR0453  DYNAMIC HEIGHT  -       1443.703 (meters)     4736.55  (feet) COMP
 MR0453  MODELED GRAVITY -    979,812.1   (mgal)                       NAVD 88
 MR0453
 MR0453  VERT ORDER      -  SECOND    CLASS 0
 MR0453
 MR0453.The horizontal coordinates were scaled from a map and have
 MR0453.an estimated accuracy of +/- 6 seconds.
 MR0453
 MR0453.The orthometric height was determined by differential leveling and
 MR0453.adjusted by the NATIONAL GEODETIC SURVEY
 MR0453.in June 1991.
 MR0453
 MR0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0453.GEOID18 height accuracy estimate available here.
 MR0453
 MR0453.Click photographs - Photos may exist for this station.
 MR0453
 MR0453.The dynamic height is computed by dividing the NAVD 88
 MR0453.geopotential number by the normal gravity value computed on the
 MR0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0453.degrees latitude (g = 980.6199 gals.).
 MR0453
 MR0453.The modeled gravity was interpolated from observed gravity values.
 MR0453
 MR0453;                    North         East    Units  Estimated Accuracy
 MR0453;SPC UT N     - 1,156,440.      477,260.      MT  (+/- 180 meters Scaled)
 MR0453
 MR0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM356213(NAD 83)
 MR0453
 MR0453                          SUPERSEDED SURVEY CONTROL
 MR0453
 MR0453  NGVD 29 (??/??/92) 1443.695  (m)         4736.52   (f) ADJ UNCH    2 0
 MR0453
 MR0453.Superseded values are not recommended for survey control.
 MR0453
 MR0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0453.See file dsdata.pdf to determine how the superseded data were derived.
 MR0453
 MR0453_MARKER: P = PIPE CAP
 MR0453_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MR0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0453
 MR0453  HISTORY     - Date     Condition        Report By
 MR0453  HISTORY     - UNK      MONUMENTED       USFS
 MR0453  HISTORY     - 1934     GOOD             CGS
 MR0453
 MR0453                          STATION DESCRIPTION
 MR0453
 MR0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0453'3.6 MI E FROM LOGAN.
 MR0453'ABOUT 3.6 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 MR0453'LOGAN, CACHE COUNTY, ON THE SLOPE OF A CUT, AT A STANDARD FOREST
 MR0453'RESERVE BOUNDARY SIGN, AND 20 FEET SOUTH OF THE CENTER LINE OF THE
 MR0453'HIGHWAY.  A UNITED STATES FOREST SERVICE STANDARD CAP, FASTENED ON THE
 MR0453'TOP OF A 3-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0476 ***********************************************************************
 KN0476  DESIGNATION -  BOUNDARY CARBON EMERY
 KN0476  PID         -  KN0476
 KN0476  STATE/COUNTY-  UT/CARBON
 KN0476  COUNTRY     -  US
 KN0476  USGS QUAD   -  LIGHTHOUSE CANYON (2017)
 KN0476
 KN0476                         *CURRENT SURVEY CONTROL
 KN0476  ______________________________________________________________________
 KN0476* NAD 83(1994) POSITION- 39 28 09.35792(N) 110 09 30.69461(W)   ADJUSTED
 KN0476* NAVD 88 ORTHO HEIGHT -  2855.    (meters)     9367.    (feet) SCALED
 KN0476  ______________________________________________________________________
 KN0476  GEOID HEIGHT    -        -17.716 (meters)                     GEOID18
 KN0476  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 KN0476  HORZ ORDER      -  SECOND
 KN0476
 KN0476.The horizontal coordinates were established by classical geodetic methods
 KN0476.and adjusted by the National Geodetic Survey in November 1997.
 KN0476
 KN0476.The orthometric height was scaled from a topographic map.
 KN0476
 KN0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0476.GEOID18 height accuracy estimate available here.
 KN0476
 KN0476.Click photographs - Photos may exist for this station.
 KN0476
 KN0476.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0476
 KN0476. The following values were computed from the NAD 83(1994) position.
 KN0476
 KN0476;                    North         East     Units Scale Factor Converg.
 KN0476;SPC UT C     - 2,126,975.426   615,421.872   MT  0.99991907   +0 51 33.5
 KN0476;SPC UT C     - 6,978,251.88  2,019,096.59   sFT  0.99991907   +0 51 33.5
 KN0476;UTM  12      - 4,369,191.526   572,381.439   MT  0.99966450   +0 32 05.7
 KN0476
 KN0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0476!SPC UT C     -   0.99955501  x   0.99991907  =   0.99947411
 KN0476!UTM  12      -   0.99955501  x   0.99966450  =   0.99921965
 KN0476
 KN0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ7238169191(NAD 83)
 KN0476
 KN0476                          SUPERSEDED SURVEY CONTROL
 KN0476
 KN0476  NAD 83(1986)-  39 28 09.32619(N)    110 09 30.68933(W) AD(       ) 2
 KN0476  NAD 27      -  39 28 09.45200(N)    110 09 28.13400(W) AD(       ) 2
 KN0476
 KN0476.Superseded values are not recommended for survey control.
 KN0476
 KN0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0476.See file dsdata.pdf to determine how the superseded data were derived.
 KN0476
 KN0476_MARKER: Z = SEE DESCRIPTION
 KN0476_SETTING: 0 = UNSPECIFIED SETTING
 KN0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0476
 KN0476  HISTORY     - Date     Condition        Report By
 KN0476  HISTORY     - 1936     MONUMENTED       CGS
 KN0476
 KN0476                          STATION DESCRIPTION
 KN0476
 KN0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 KN0476'ABOUT 2-1/2 MILES NORTHWEST OF STATION BLACK HILL (SEE
 KN0476'GEOGRAPHIC POSITION AND DESCRIPTION THEREOF), 57 FEET NORTHEAST
 KN0476'OF TRAIL LEADING FROM END OF TRUCK TRAVEL TO THAT STATION,
 KN0476'AND 100 YARDS SOUTHEAST OF LARGE POLE CORRAL THROUGH WHICH
 KN0476'TRAIL PASSES.  MARKED BY BOULDER 8 INCHES THICK, 10 INCHES
 KN0476'WIDE AT TOP AND 14 INCHES WIDE AT GROUND, AND PROJECTING 2
 KN0476'FEET ABOVE GROUND.  ON TOP OF BOULDER IS 4- BY 8-INCH TIN
 KN0476'PLATE WITH CARBON COUNTY STAMPED ON ONE SIDE, AND EMERY
 KN0476'COUNTY ON OTHER.  TO REACH, FOLLOW DIRECTIONS GIVEN IN
 KN0476'DESCRIPTION OF STATION BLACK HILL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA2136 ***********************************************************************
 AA2136  CBN         -  This is a Cooperative Base Network Control Station.
 AA2136  DESIGNATION -  BOUNDARY COR ID UT WY
 AA2136  PID         -  AA2136
 AA2136  STATE/COUNTY-  UT/RICH
 AA2136  COUNTRY     -  US
 AA2136  USGS QUAD   -  BOUNDARY RIDGE (2017)
 AA2136
 AA2136                         *CURRENT SURVEY CONTROL
 AA2136  ______________________________________________________________________
 AA2136* NAD 83(2011) POSITION- 42 00 05.84529(N) 111 02 48.29406(W)   ADJUSTED
 AA2136* NAD 83(2011) ELLIP HT-  2137.204 (meters)        (06/27/12)   ADJUSTED
 AA2136* NAD 83(2011) EPOCH   -  2010.00
 AA2136* NAVD 88 ORTHO HEIGHT -  2151.0   (meters)     7057.    (feet) GPS OBS
 AA2136  ______________________________________________________________________
 AA2136  NAVD 88 orthometric height was determined with an earlier geoid model
 AA2136  GEOID HEIGHT    -        -13.888 (meters)                     GEOID18
 AA2136  NAD 83(2011) X  - -1,705,314.639 (meters)                     COMP
 AA2136  NAD 83(2011) Y  - -4,431,685.469 (meters)                     COMP
 AA2136  NAD 83(2011) Z  -  4,247,167.973 (meters)                     COMP
 AA2136  LAPLACE CORR    -          4.64  (seconds)                    DEFLEC18
 AA2136
 AA2136  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA2136  Standards:
 AA2136         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA2136            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA2136  -------------------------------------------------------------------
 AA2136  NETWORK    1.44   2.70           0.62   0.55   1.38      0.08934617
 AA2136  -------------------------------------------------------------------
 AA2136  Click here for local accuracies and other accuracy information.
 AA2136
 AA2136.The horizontal coordinates were established by GPS observations
 AA2136.and adjusted by the National Geodetic Survey in June 2012.
 AA2136
 AA2136.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA2136.been affixed to the stable North American tectonic plate. See 
 AA2136.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA2136
 AA2136.The horizontal coordinates are valid at the epoch date displayed above
 AA2136.which is a decimal equivalence of Year/Month/Day.
 AA2136
 AA2136.The orthometric height was determined by GPS observations and a
 AA2136.high-resolution geoid model.
 AA2136
 AA2136.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA2136.GEOID18 height accuracy estimate available here.
 AA2136
 AA2136.Click photographs - Photos may exist for this station.
 AA2136
 AA2136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2136
 AA2136.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA2136
 AA2136.The ellipsoidal height was determined by GPS observations
 AA2136.and is referenced to NAD 83.
 AA2136
 AA2136. The following values were computed from the NAD 83(2011) position.
 AA2136
 AA2136;                    North         East     Units Scale Factor Converg.
 AA2136;SPC UT N     - 1,185,372.233   537,552.724   MT  1.00004273   +0 17 55.9
 AA2136;SPC UT N     - 3,889,008.73  1,763,620.90   sFT  1.00004273   +0 17 55.9
 AA2136;SPC UT C     - 2,407,449.833   537,574.378   MT  1.00061914   +0 17 25.2
 AA2136;SPC UT C     - 7,898,441.66  1,763,691.94   sFT  1.00061914   +0 17 25.2
 AA2136;UTM  12      - 4,649,957.558   496,128.511   MT  0.99960018   -0 01 52.6
 AA2136
 AA2136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2136!SPC UT N     -   0.99966491  x   1.00004273  =   0.99970763
 AA2136!SPC UT C     -   0.99966491  x   1.00061914  =   1.00028384
 AA2136!UTM  12      -   0.99966491  x   0.99960018  =   0.99926522
 AA2136
 AA2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM9612849957(NAD 83)
 AA2136
 AA2136                          SUPERSEDED SURVEY CONTROL
 AA2136
 AA2136  NAD 83(2007)-  42 00 05.84498(N)    111 02 48.29459(W) AD(2002.00) 0
 AA2136  ELLIP H (02/10/07) 2137.236  (m)                       GP(2002.00)    
 AA2136  ELLIP H (11/14/01) 2137.238  (m)                       GP(       ) 4 2
 AA2136  NAD 83(1993)-  42 00 05.84402(N)    111 02 48.29401(W) AD(       ) B
 AA2136  ELLIP H (10/19/94) 2137.321  (m)                       GP(       ) 4 1
 AA2136  NAVD 88 (10/19/94) 2151.3    (m)  GEOID93  model used  GPS OBS        
 AA2136
 AA2136.Superseded values are not recommended for survey control.
 AA2136
 AA2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2136.See file dsdata.pdf to determine how the superseded data were derived.
 AA2136
 AA2136_MARKER: DD = SURVEY DISK
 AA2136_STAMPING: IDAHO UTAH WYOMING 1874 1992
 AA2136_MARK LOGO: BLM
 AA2136_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA2136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2136+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2023
 AA2136
 AA2136  HISTORY     - Date     Condition        Report By
 AA2136  HISTORY     - 1992     MONUMENTED       BLM
 AA2136  HISTORY     - 19931005 GOOD             NGS
 AA2136  HISTORY     - 20050529 GOOD             DJC
 AA2136  HISTORY     - 20230830 GOOD             INDIV
 AA2136
 AA2136                          STATION DESCRIPTION
 AA2136
 AA2136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 AA2136'NOTE--MONUMENT IS ONLY 0.4 M (1.3 FT) IN GROUND, NOT SUBSTANTIAL
 AA2136'ENOUGH FOR A B-ORDER STATION.  DO NOT ATTEMPT TO DRIVE UP THE RAVINE
 AA2136'TO THE STATION AS AREA HAS BEEN RESEEDED.  STATION IS SURROUNDED BY
 AA2136'HIGHER GROUND IN ALL DIRECTIONS. STATION IS LOCATED ON THE
 AA2136'IDAHO-UTAH-WYOMING JUNCTION CORNER, ON THE NORTHWEST SLOPE OF A RIDGE
 AA2136'LEADING SOUTHWEST AND DOWNHILL FROM THE HIGH GROUND, SLIGHTLY LOWER
 AA2136'THAN THE RIDGEBACK, IN A TRIANGULAR-FENCED ENCLOSURE ABOUT 30 M (98.4
 AA2136'FT) ON A SIDE. OWNERSHIP--U.S. BUREAU OF LAND MANAGEMENT. TO REACH
 AA2136'FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAYS 89 AND 231 ON
 AA2136'THE EAST SIDE OF COKEVILLE, WYOMING, GO WEST ON HIGHWAY 231 THROUGH
 AA2136'TOWN FOR 1.53 KM (0.95 MI) TO A T-ROAD.  TURN LEFT, SOUTH, ON COUNTY
 AA2136'ROAD 207 FOR 8.94 KM (5.55 MI) TO THE SECOND OF TWO CATTLEGUARDS.
 AA2136'CONTINUE AHEAD FOR 3.02 KM (1.85 MI) TO A TRACK ROAD RIGHT AT
 AA2136'ARROW-SHAPED SIGN-MONUMENT 4 MI.  TURN RIGHT, WEST-NORTHWEST, ON THE
 AA2136'TRACK ROAD FOR 5.12 KM (3.20 MI) TO A GATE AT THE STATE LINE. CONTINUE
 AA2136'AHEAD ON ROAD FOR 0.25 KM (0.15 MI) TO A TRACK ROAD RIGHT AND SIGN
 AA2136'MONUMENT ON THE LEFT.  TURN RIGHT, NORTH, ON ROAD INTO A RAVINE FOR
 AA2136'0.59 KM (0.35 MI) TO THE END OF TRUCK TRAVEL AT ARROW ON STEEL POST
 AA2136'POINTING UP THE RAVINE, JUST BEFORE REACHING A GATE. PACK EAST UP 30
 AA2136'DEGREE SLOPE IN NARROW RAVINE FOR 250 M (820.2 FT) TO THE STATION.
 AA2136'STATION MARK IS A DISK SET IN THE TOP OF A BOUNDARY-SHAPED RED
 AA2136'SANDSTONE MONUMENT PROJECTING 0.9 M (3.0 FT)  ABOVE THE GROUND, SET IN
 AA2136'THE MIDDLE OF A 1.2 M (3.9 FT) ROUND CONCRETE PAD OF UNDETERMINED
 AA2136'DEPTH, NEAR THE MIDDLE OF A FENCED TRIANGLE.  IT IS 5.8 M (19.0 FT)
 AA2136'NORTHWEST OF, AND 1.3 M (4.3 FT) LOWER THAN THE FENCE ALONG THE
 AA2136'RIDGEBACK, 10.2 M (33.5 FT) SOUTHEAST OF THE NORTHEAST FENCE CORNER,
 AA2136'13.9 M (45.6 FT) NORTH OF THE SOUTH FENCE CORNER, 19.1 M (62.7 FT)
 AA2136'(SLOPE) EAST OF THE WEST FENCE CORNER, AND 1.3 M (4.3 FT) NORTH OF A
 AA2136'SMALL BRONZE PLAQUE SET IN THE GROUND. DESCRIBED BY G.R. HEID.
 AA2136
 AA2136                          STATION RECOVERY (2005)
 AA2136
 AA2136'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2005 (DJC)
 AA2136'RECOVERED IN GOOD CONDITION.
 AA2136
 AA2136                          STATION RECOVERY (2023)
 AA2136
 AA2136'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (ET)
 AA2136'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0547 ***********************************************************************
 JM0547  DESIGNATION -  BOUNDARY GRAND SAN JUAN AT SAND
 JM0547  PID         -  JM0547
 JM0547  STATE/COUNTY-  UT/SAN JUAN
 JM0547  COUNTRY     -  US
 JM0547  USGS QUAD   -  UPHEAVAL DOME (2017)
 JM0547
 JM0547                         *CURRENT SURVEY CONTROL
 JM0547  ______________________________________________________________________
 JM0547* NAD 83(1994) POSITION- 38 29 56.73211(N) 109 59 21.65690(W)   ADJUSTED
 JM0547* NAVD 88 ORTHO HEIGHT -  1527.    (meters)     5010.    (feet) VERTCON3
 JM0547  ______________________________________________________________________
 JM0547  GEOID HEIGHT    -        -20.486 (meters)                     GEOID18
 JM0547  LAPLACE CORR    -          2.35  (seconds)                    DEFLEC18
 JM0547  HORZ ORDER      -  SECOND
 JM0547
 JM0547.The horizontal coordinates were established by classical geodetic methods
 JM0547.and adjusted by the National Geodetic Survey in November 1997.
 JM0547
 JM0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0547
 JM0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0547.GEOID18 height accuracy estimate available here.
 JM0547
 JM0547.Click photographs - Photos may exist for this station.
 JM0547
 JM0547.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0547
 JM0547. The following values were computed from the NAD 83(1994) position.
 JM0547
 JM0547;                    North         East     Units Scale Factor Converg.
 JM0547;SPC UT S     - 3,204,442.738   631,778.010   MT  1.00002910   +0 55 32.0
 JM0547;SPC UT S     -10,513,242.55  2,072,758.35   sFT  1.00002910   +0 55 32.0
 JM0547;UTM  12      - 4,261,676.576   588,128.751   MT  0.99969564   +0 37 45.0
 JM0547
 JM0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0547!SPC UT S     -   0.99976368  x   1.00002910  =   0.99979277
 JM0547!UTM  12      -   0.99976368  x   0.99969564  =   0.99945939
 JM0547
 JM0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH8812861676(NAD 83)
 JM0547
 JM0547                          SUPERSEDED SURVEY CONTROL
 JM0547
 JM0547  NAD 83(1986)-  38 29 56.72097(N)    109 59 21.65571(W) AD(       ) 2
 JM0547  NAD 27      -  38 29 56.78552(N)    109 59 19.20673(W) AD(       ) 2
 JM0547  NGVD 29 (07/19/86) 1526.     (m)         5007.     (f) VERT ANG       
 JM0547
 JM0547.Superseded values are not recommended for survey control.
 JM0547
 JM0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0547.See file dsdata.pdf to determine how the superseded data were derived.
 JM0547
 JM0547_MARKER: DD = SURVEY DISK
 JM0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0547+STABILITY: SURFACE MOTION
 JM0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0547+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2009
 JM0547
 JM0547  HISTORY     - Date     Condition        Report By
 JM0547  HISTORY     - 1963     MONUMENTED       CGS
 JM0547  HISTORY     - 20091129 GOOD             GEOCAC
 JM0547
 JM0547                          STATION DESCRIPTION
 JM0547
 JM0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JM0547'THE STATION SAND IS ABOUT 23 MILES SOUTHWEST OF MOAB, 12 MILES
 JM0547'WEST SOUTHWEST OF BIG FLAT ON A SAND AND SAGE COVERED RIDGE
 JM0547'WHERE THE MAIN HORSE THIEF RIDGE NARROWS AND EXTENDS WEST ABOUT
 JM0547'2-1/2 MILES INTO A BIG LOOP OF THE GREEN RIVER.
 JM0547'
 JM0547'TO REACH FROM THE POST OFFICE IN MOAB, GO NORTHERLY ON U.S.
 JM0547'HIGHWAY 160 FOR 11.0 MILES TO A SIDE ROAD LEFT AND SIGN DEAD
 JM0547'HORSE POINT.  TURN LEFT AS PER SIGN AND FOLLOW THE ROAD
 JM0547'WESTERLY UP THE CANYON AND ONTO THE TOP OF THE MESA FOR 8.3
 JM0547'MILES TO A FORK AT SIGNS, DEAD HORSE POINT THE NECK 14 ETC.
 JM0547'KEEP LEFT FORK AND FOLLOW THE MAIN ROAD FOR 3.7 MILES TO ANOTHER
 JM0547'FORK AND SIGN THE GREEN RIVER VIA HORSE THIEF CANYON.  KEEP
 JM0547'RIGHT FORK AND GO SOUTH SOUTHWEST ON A GRADED ROAD FOR 12.5
 JM0547'MILES TO A TRACK ROAD LEFT JUST AFTER PASSING ALONG THE NORTH
 JM0547'SIDE OF TWO FLAT RIMROCK POINTS.  TURN LEFT AND FOLLOW TRACK
 JM0547'ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT.  TURN
 JM0547'RIGHT AND FOLLOW TRACKS SOUTHWESTERLY ACROSS SAND AND SAGE
 JM0547'COUNTRY FOR 0.6 MILE TO THE STATION.
 JM0547'
 JM0547'REFERENCE MARK 2 IS A COUNTY LINE MARKER SET IN THE TOP OF
 JM0547'AN 8-INCH CYLINDRICAL CONCRETE POST THAT PROJECTS 18-INCHES.
 JM0547'THERE IS NO STAMPING ON THE DISK.
 JM0547
 JM0547                          STATION RECOVERY (2009)
 JM0547
 JM0547'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0547'THIS 1962 COUNTY BOUNDARY MARKER IS APPARENTLY NOT ON THE COUNTY LINE
 JM0547'AND THE CAST LETTERING HAS BEEN OBLITERATED EXCEPT FOR THE YEAR. A
 JM0547'NEWER LOOKING COUNTY BOUNDARY MONUMENT - SMALLER DISK IN A SMALL
 JM0547'RECTANGULAR POST THAT PROTRUDES ABOUT ONE FOOT- WAS FOUND ON A 006
 JM0547'BEARING, 325 FEET, SET IN AN EAST-WEST LINE OF CANYONLANDS NP BOUNDARY
 JM0547'MARKERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0551 ***********************************************************************
 JM0551  DESIGNATION -  BOUNDARY GRAND SAN JUAN AT THIEF
 JM0551  PID         -  JM0551
 JM0551  STATE/COUNTY-  UT/SAN JUAN
 JM0551  COUNTRY     -  US
 JM0551  USGS QUAD   -  UPHEAVAL DOME (2017)
 JM0551
 JM0551                         *CURRENT SURVEY CONTROL
 JM0551  ______________________________________________________________________
 JM0551* NAD 83(1994) POSITION- 38 29 57.11952(N) 109 58 12.64765(W)   ADJUSTED
 JM0551* NAVD 88 ORTHO HEIGHT -  1560.    (meters)     5118.    (feet) VERTCON3
 JM0551  ______________________________________________________________________
 JM0551  GEOID HEIGHT    -        -20.486 (meters)                     GEOID18
 JM0551  LAPLACE CORR    -          0.60  (seconds)                    DEFLEC18
 JM0551  HORZ ORDER      -  SECOND
 JM0551
 JM0551.The horizontal coordinates were established by classical geodetic methods
 JM0551.and adjusted by the National Geodetic Survey in November 1997.
 JM0551
 JM0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0551
 JM0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0551.GEOID18 height accuracy estimate available here.
 JM0551
 JM0551.Click photographs - Photos may exist for this station.
 JM0551
 JM0551.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0551
 JM0551. The following values were computed from the NAD 83(1994) position.
 JM0551
 JM0551;                    North         East     Units Scale Factor Converg.
 JM0551;SPC UT S     - 3,204,481.867   633,449.849   MT  1.00002912   +0 56 14.3
 JM0551;SPC UT S     -10,513,370.93  2,078,243.38   sFT  1.00002912   +0 56 14.3
 JM0551;UTM  12      - 4,261,707.048   589,800.215   MT  0.99969931   +0 38 28.0
 JM0551
 JM0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0551!SPC UT S     -   0.99975850  x   1.00002912  =   0.99978762
 JM0551!UTM  12      -   0.99975850  x   0.99969931  =   0.99945789
 JM0551
 JM0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH8980061707(NAD 83)
 JM0551
 JM0551                          SUPERSEDED SURVEY CONTROL
 JM0551
 JM0551  NAD 83(1986)-  38 29 57.10830(N)    109 58 12.64654(W) AD(       ) 2
 JM0551  NAD 27      -  38 29 57.17268(N)    109 58 10.19816(W) AD(       ) 2
 JM0551  NGVD 29 (07/19/86) 1559.     (m)         5115.     (f) VERT ANG       
 JM0551
 JM0551.Superseded values are not recommended for survey control.
 JM0551
 JM0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0551.See file dsdata.pdf to determine how the superseded data were derived.
 JM0551
 JM0551_MARKER: 71 = BOUNDARY MONUMENT
 JM0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0551+STABILITY: SURFACE MOTION
 JM0551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0551+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2009
 JM0551
 JM0551  HISTORY     - Date     Condition        Report By
 JM0551  HISTORY     - 1963     FIRST OBSERVED   CGS
 JM0551  HISTORY     - 20091128 GOOD             GEOCAC
 JM0551
 JM0551                          STATION DESCRIPTION
 JM0551
 JM0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JM0551'THE STATION IS LOCATED ABOUT 22 MILES SOUTHWEST OF MOAB, 11 MILES
 JM0551'WEST SOUTHWEST OF BIG FLAT ON THE CREST OF A LIGHT COLORED
 JM0551'RIDGE WHICH IS BETWEEN TWO SMALL WASHES.  IT IS ABOUT 100
 JM0551'YARDS SOUTH SOUTHWEST OF THE SOUTH EDGE OF A HIGHER BENCH OR
 JM0551'FLAT KNOLL.
 JM0551'
 JM0551'TO REACH THE STATION FROM THE POST OFFICE IN MOAB, GO NORTHERLY
 JM0551'ON U.S. HIGHWAY 160 FOR 11.0 MILES TO A SIDE ROAD LEFT AND
 JM0551'SIGN DEAD HORSE POINT.  TURN LEFT AS PER SIGN AND FOLLOW
 JM0551'ROAD WESTERLY UP THE CANYON AND ONTO THE TOP OF THE MESA FOR
 JM0551'8.3 MILES TO A FORK AND SIGNS DEAD HORSE POINT, THE NECK 14
 JM0551'ETC.  KEEP LEFT FORK AND FOLLOW THE MAIN ROAD FOR 3.7 MILES
 JM0551'TO ANOTHER FORK AND SIGN THE GREEN RIVER VIA HORSE THIEF
 JM0551'CANYON.  KEEP RIGHT FORK AND GO SOUTH SOUTHWEST ON A GRADED
 JM0551'ROAD FOR 12.5 MILES TO A TRACK ROAD LEFT, JUST AFTER PASSING
 JM0551'ALONG THE NORTH SIDE OF TWO FLAT RIMROCK POINTS.  TURN LEFT
 JM0551'AND FOLLOW TRACK ROAD SOUTHEAST FOR 1.1 MILES TO THE
 JM0551'AZIMUTH MARK ON THE LEFT.  TURN LEFT AND GO NORTHEAST FOR
 JM0551'ABOUT 0.3 MILE TO A JUNIPER TREE AND THE STATION.
 JM0551'
 JM0551'REFERENCE MARK 2, A COUNTY LINE MARKER, IS SET IN THE TOP
 JM0551'OF AN 8-INCH CYLINDRICAL CONCRETE POST THAT PROJECTS 18-INCHES
 JM0551'ABOVE THE GROUND.  THERE IS NO STAMPING ON THE DISK.  CAST
 JM0551'IN THE DISK ARE THE WORDS COUNTY BOUNDARY GRAND COUNTY SAN
 JM0551'JUAN COUNTY YEAR 1962.  IT IS 47 FEET SOUTH SOUTHWEST OF THE
 JM0551'JUNIPER TREE.
 JM0551
 JM0551                          STATION RECOVERY (2009)
 JM0551
 JM0551'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0551'THIS 1962 COUNTY BOUNDARY MARKER IS APPARENTLY NOT ON THE COUNTY LINE
 JM0551'AND THE CAST LETTERING HAS BEEN OBLITERATED EXCEPT FOR THE YEAR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0552 ***********************************************************************
 JM0552  DESIGNATION -  BOUNDARY GRAND SAN JUAN AT BIG
 JM0552  PID         -  JM0552
 JM0552  STATE/COUNTY-  UT/SAN JUAN
 JM0552  COUNTRY     -  US
 JM0552  USGS QUAD   -  UPHEAVAL DOME (2017)
 JM0552
 JM0552                         *CURRENT SURVEY CONTROL
 JM0552  ______________________________________________________________________
 JM0552* NAD 83(1994) POSITION- 38 29 57.76773(N) 109 56 25.69540(W)   ADJUSTED
 JM0552* NAVD 88 ORTHO HEIGHT -  1587.    (meters)     5207.    (feet) VERTCON3
 JM0552  ______________________________________________________________________
 JM0552  GEOID HEIGHT    -        -20.492 (meters)                     GEOID18
 JM0552  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC18
 JM0552  HORZ ORDER      -  SECOND
 JM0552
 JM0552.The horizontal coordinates were established by classical geodetic methods
 JM0552.and adjusted by the National Geodetic Survey in November 1997.
 JM0552
 JM0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0552
 JM0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0552.GEOID18 height accuracy estimate available here.
 JM0552
 JM0552.Click photographs - Photos may exist for this station.
 JM0552
 JM0552.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0552
 JM0552. The following values were computed from the NAD 83(1994) position.
 JM0552
 JM0552;                    North         East     Units Scale Factor Converg.
 JM0552;SPC UT S     - 3,204,544.659   636,040.861   MT  1.00002916   +0 57 19.8
 JM0552;SPC UT S     -10,513,576.94  2,086,744.06   sFT  1.00002916   +0 57 19.8
 JM0552;UTM  12      - 4,261,756.436   592,390.670   MT  0.99970512   +0 39 34.6
 JM0552
 JM0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0552!SPC UT S     -   0.99975427  x   1.00002916  =   0.99978342
 JM0552!UTM  12      -   0.99975427  x   0.99970512  =   0.99945946
 JM0552
 JM0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH9239061756(NAD 83)
 JM0552
 JM0552                          SUPERSEDED SURVEY CONTROL
 JM0552
 JM0552  NAD 83(1986)-  38 29 57.75588(N)    109 56 25.69359(W) AD(       ) 2
 JM0552  NAD 27      -  38 29 57.82197(N)    109 56 23.24743(W) AD(       ) 2
 JM0552  NGVD 29 (07/19/86) 1586.     (m)         5203.     (f) VERT ANG       
 JM0552
 JM0552.Superseded values are not recommended for survey control.
 JM0552
 JM0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0552.See file dsdata.pdf to determine how the superseded data were derived.
 JM0552
 JM0552_MARKER: 71 = BOUNDARY MONUMENT
 JM0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0552+STABILITY: SURFACE MOTION
 JM0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0552+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2009
 JM0552
 JM0552  HISTORY     - Date     Condition        Report By
 JM0552  HISTORY     - 1963     FIRST OBSERVED   CGS
 JM0552  HISTORY     - 20091128 GOOD             GEOCAC
 JM0552
 JM0552                          STATION DESCRIPTION
 JM0552
 JM0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JM0552'THE STATION BIG IS LOCATED ABOUT 20 MILES SOUTHWEST OF MOAB,
 JM0552'1 MILE NORTH OF THE BIG DRAW ON THE EAST SIDE OF A SIZEABLE BUNCH
 JM0552'GRASS FLAT, ABOUT 1/4 MILE SOUTH OF THE BASE OF A HIGHER
 JM0552'RIMROCK FORMATION.
 JM0552'
 JM0552'TO REACH THE STATION FROM THE POST OFFICE IN MOAB GO NORTHERLY
 JM0552'ON U.S. HIGHWAY 160 FOR 11.0 MILES TO A SIDE ROAD LEFT JUST
 JM0552'AFTER CROSSING A SMALL BRIDGE.  TURN LEFT AND FOLLOW THE
 JM0552'ROAD WESTERLY UP THE CANYON AND ONTO THE TOP OF THE MESA FOR
 JM0552'8.3 MILES TO A FORK AND SIGNS DEAD HORSE POINT THE NECK 14
 JM0552'ETC.  KEEP THE LEFT FORK AND FOLLOW THE MAIN ROAD SOUTHERLY
 JM0552'FOR 3.8 MILES TO ANOTHER FORK.  KEEP THE LEFT FORK AND GO
 JM0552'SOUTHERLY FOR 2.5 MILES TO A FORK WHICH IS 1/3 MILE SOUTHWEST
 JM0552'OF A SHARP KNOLL.  TAKE THE RIGHT FORK SOUTH FOR 0.6 MILE TO
 JM0552'A ROAD LEFT LEADING TO AN OIL WELL.  CONTINUE SOUTH ON THE
 JM0552'MAIN ROAD FOR 0.4 MILE TO A TRACK ROAD ON THE RIGHT.  TURN
 JM0552'RIGHT AND FOLLOW THE TRACK ROAD WESTERLY FOR 2.6 MILE TO A
 JM0552'FORK.  TAKE THE LEFT FORK SOUTHERLY TOWARD BEEHIVE BUTTE
 JM0552'FOR 6.0 MILES TO AN OLD RESERVOIR.  CROSS OVER DAM AND GO
 JM0552'WEST SOUTHWEST FOR 0.9 MILES ON A TRACK ROAD TO THE CREST
 JM0552'OF A RIDGE.  CONTINUE FOR 0.1 MILE TO THE AZIMUTH MARK
 JM0552'ON THE RIGHT.  TURN RIGHT AND GO ACROSS SAND DUNES NORTHWEST
 JM0552'FOR 0.2 MILE TO THE STATION.
 JM0552'
 JM0552'THE COUNTY BOUNDARY MARKER IS A COUNTY BOUNDARY MARKER DISK SET
 JM0552'IN THE TOP OF AN 8 INCH CYLINDRICAL CONCRETE POST.  CAST IN
 JM0552'THE DISK ARE THE WORDS COUNTY BOUNDARY GRAND COUNTY SAN JUAN
 JM0552'COUNTY YEAR 1962.
 JM0552
 JM0552                          STATION RECOVERY (2009)
 JM0552
 JM0552'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0552'THIS 1962 COUNTY BOUNDARY MARKER IS APPARENTLY NOT ON THE COUNTY LINE
 JM0552'AND THE CAST LETTERING HAS BEEN OBLITERATED EXCEPT FOR THE YEAR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0571 ***********************************************************************
 JM0571  DESIGNATION -  BOUNDARY GRAND SAN JUAN AT PETRO
 JM0571  PID         -  JM0571
 JM0571  STATE/COUNTY-  UT/GRAND
 JM0571  COUNTRY     -  US
 JM0571  USGS QUAD   -  GOLD BAR CANYON (2017)
 JM0571
 JM0571                         *CURRENT SURVEY CONTROL
 JM0571  ______________________________________________________________________
 JM0571* NAD 83(1994) POSITION- 38 30 01.06788(N) 109 43 45.62715(W)   ADJUSTED
 JM0571* NAVD 88 ORTHO HEIGHT -  1809.    (meters)     5935.    (feet) VERTCON3
 JM0571  ______________________________________________________________________
 JM0571  GEOID HEIGHT    -        -20.416 (meters)                     GEOID18
 JM0571  LAPLACE CORR    -          1.19  (seconds)                    DEFLEC18
 JM0571  HORZ ORDER      -  SECOND
 JM0571
 JM0571.The horizontal coordinates were established by classical geodetic methods
 JM0571.and adjusted by the National Geodetic Survey in November 1997.
 JM0571
 JM0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0571
 JM0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0571.GEOID18 height accuracy estimate available here.
 JM0571
 JM0571.Click photographs - Photos may exist for this station.
 JM0571
 JM0571.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0571
 JM0571. The following values were computed from the NAD 83(1994) position.
 JM0571
 JM0571;                    North         East     Units Scale Factor Converg.
 JM0571;SPC UT C     - 2,020,066.471   654,474.618   MT  1.00016735   +1 08 03.3
 JM0571;SPC UT C     - 6,627,501.41  2,147,222.14   sFT  1.00016735   +1 08 03.3
 JM0571;SPC UT S     - 3,204,974.332   654,454.166   MT  1.00002936   +1 05 05.5
 JM0571;SPC UT S     -10,514,986.62  2,147,155.04   sFT  1.00002936   +1 05 05.5
 JM0571;UTM  12      - 4,262,091.251   610,800.384   MT  0.99975119   +0 47 27.9
 JM0571
 JM0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0571!SPC UT C     -   0.99971944  x   1.00016735  =   0.99988674
 JM0571!SPC UT S     -   0.99971944  x   1.00002936  =   0.99974879
 JM0571!UTM  12      -   0.99971944  x   0.99975119  =   0.99947070
 JM0571
 JM0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH1080062091(NAD 83)
 JM0571
 JM0571                          SUPERSEDED SURVEY CONTROL
 JM0571
 JM0571  NAD 83(1986)-  38 30 01.05540(N)    109 43 45.62752(W) AD(       ) 2
 JM0571  NAD 27      -  38 30 01.11645(N)    109 43 43.20547(W) AD(       ) 2
 JM0571  NGVD 29 (07/19/86) 1808.     (m)         5932.     (f) VERT ANG       
 JM0571
 JM0571.Superseded values are not recommended for survey control.
 JM0571
 JM0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0571.See file dsdata.pdf to determine how the superseded data were derived.
 JM0571
 JM0571_MARKER: DD = SURVEY DISK
 JM0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0571+STABILITY: SURFACE MOTION
 JM0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0571+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2009
 JM0571
 JM0571  HISTORY     - Date     Condition        Report By
 JM0571  HISTORY     - 1963     MONUMENTED       CGS
 JM0571  HISTORY     - 20091201 GOOD             GEOCAC
 JM0571
 JM0571                          STATION DESCRIPTION
 JM0571
 JM0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JM0571'THE STATION PETRO IS ABOUT 11 MILES SOUTHWEST OF MOAB, ABOUT 4-1/4
 JM0571'MILES WEST OF THE COLORADO RIVER AND IS NEAR THE SOUTHEAST
 JM0571'CORNER OF BIG FLAT AND ON THE SOUTHEAST SLOPE OF A SANDY
 JM0571'RIDGE.
 JM0571'
 JM0571'TO REACH FROM THE POST OFFICE IN MOAB, GO NORTHERLY ON U.S.
 JM0571'HIGHWAY 160 FOR 11.0 MILES TO DEAD HORSE POINT ROAD ON THE
 JM0571'LEFT, AS PER SIGN.  TURN LEFT AND FOLLOW ROAD WESTERLY UP
 JM0571'CANYON AND ONTO TOP OF MESA FOR 8.3 MILES TO A FORK.  KEEP
 JM0571'LEFT AND FOLLOW MAIN ROAD FOR 3.7 MILES TO ANOTHER FORK.  KEEP
 JM0571'LEFT AND FOLLOW MAIN ROAD FOR 2.4 MILES TO A FORK AT THE TOP
 JM0571'OF A RIDGE.  KEEP LEFT AND FOLLOW ROAD LEADING TOWARDS DEAD
 JM0571'HORSE POINT FOR 1.9 MILES TO A FORK.  KEEP RIGHT AND GO SOUTH
 JM0571'ON THE MAIN ROAD FOR 4.05 MILES TO A POINT WEST OF THE
 JM0571'STATION.  TURN LEFT AND GO ACROSS COUNTRY FOR 0.15 MILE TO THE
 JM0571'STATION.
 JM0571'GRAND-SAN JUAN C.B.M., IS A COUNTY BOUNDARY MARKER DISK SET
 JM0571'IN THE TOP OF AN 8-INCH CYLINDRICAL CONCRETE POST THAT PROJECTS
 JM0571'3 FEET ABOVE THE GROUND.  THE DISK HAS NO STAMPINGS.  PRE-CAST
 JM0571'IN THE DISK IS COUNTY BOUNDARY GRAND COUNTY SAN JUAN COUNTY
 JM0571'YEAR 1962.  IT IS ON THE BOUNDARY LINE BETWEEN GRAND AND SAN
 JM0571'JUAN COUNTIES.
 JM0571
 JM0571                          STATION RECOVERY (2009)
 JM0571
 JM0571'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0571'THIS 1962 COUNTY BOUNDARY MARKER IS APPARENTLY NOT ON THE COUNTY LINE
 JM0571'AND THE CAST LETTERING HAS BEEN OBLITERATED EXCEPT FOR THE YEAR.  A
 JM0571'NEWER COUNTY BOUNDARY MONUMENT WAS FOUND 114 FEET SOUTH OF THE OLD
 JM0571'BOUNDARY MARKER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HP0314 ***********************************************************************
 HP0314  DESIGNATION -  BOUNDARY INITIAL MON AZ NV UT
 HP0314  PID         -  HP0314
 HP0314  STATE/COUNTY-  UT/WASHINGTON
 HP0314  COUNTRY     -  US
 HP0314  USGS QUAD   -  TERRY BENCHES (2018)
 HP0314
 HP0314                         *CURRENT SURVEY CONTROL
 HP0314  ______________________________________________________________________
 HP0314* NAD 83(1994) POSITION- 37 00 00.68789(N) 114 03 00.18270(W)   ADJUSTED
 HP0314* NAVD 88 ORTHO HEIGHT -   824.    (meters)     2703.    (feet) VERTCON3
 HP0314  ______________________________________________________________________
 HP0314  GEOID HEIGHT    -        -25.860 (meters)                     GEOID18
 HP0314  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC18
 HP0314  HORZ ORDER      -  SECOND
 HP0314
 HP0314.The horizontal coordinates were established by classical geodetic methods
 HP0314.and adjusted by the National Geodetic Survey in November 1997.
 HP0314
 HP0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0314
 HP0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 HP0314.GEOID18 height accuracy estimate available here.
 HP0314
 HP0314.Click photographs - Photos may exist for this station.
 HP0314
 HP0314.The Laplace correction was computed from DEFLEC18 derived deflections.
 HP0314
 HP0314. The following values were computed from the NAD 83(1994) position.
 HP0314
 HP0314;                    North         East     Units Scale Factor Converg.
 HP0314;SPC UT S     - 3,040,110.738   273,034.394   MT  1.00004416   -1 33 44.6
 HP0314;SPC UT S     - 9,974,096.65    895,780.34   sFT  1.00004416   -1 33 44.6
 HP0314;SPC UT S     - 9,974,096.65    895,780.34   sFT  1.00004416   -1 33 44.6
 HP0314;SPC NV E     - 8,250,747.973   336,470.589   MT  1.00012937   +0 55 22.4
 HP0314;SPC NV E     -27,069,328.97  1,103,903.92   sFT  1.00012937   +0 55 22.4
 HP0314;SPC UT S     - 3,040,110.738   273,034.394   MT  1.00004416   -1 33 44.6
 HP0314;UTM  11      - 4,098,962.562   762,506.475   MT  1.00044899   +1 46 34.8
 HP0314;UTM  12      - 4,099,243.585   228,583.516   MT  1.00050761   -1 50 12.1
 HP0314
 HP0314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0314!SPC UT S     -   0.99987480  x   1.00004416  =   0.99991895
 HP0314!SPC NV E     -   0.99987480  x   1.00012937  =   1.00000415
 HP0314!SPC UT S     -   0.99987480  x   1.00004416  =   0.99991895
 HP0314!UTM  11      -   0.99987480  x   1.00044899  =   1.00032373
 HP0314!UTM  12      -   0.99987480  x   1.00050761  =   1.00038235
 HP0314
 HP0314:                Primary Azimuth Mark                     Grid Az
 HP0314:SPC UT S     -  INITIAL MESA                             061 52 15.0
 HP0314:SPC NV E     -  INITIAL MESA                             059 23 08.0
 HP0314:SPC UT S     -  INITIAL MESA                             061 52 15.0
 HP0314:UTM  11      -  INITIAL MESA                             058 31 55.6
 HP0314:UTM  12      -  INITIAL MESA                             062 08 42.5
 HP0314
 HP0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6250698962(NAD 83)
 HP0314
 HP0314|---------------------------------------------------------------------|
 HP0314| PID    Reference Object                     Distance      Geod. Az  |
 HP0314|                                                           dddmmss.s |
 HP0314| HP0313 INITIAL MESA                        APPROX. 0.5 KM 0601830.4 |
 HP0314| GR1811 INITIAL                             286.502 METERS 15458     |
 HP0314|---------------------------------------------------------------------|
 HP0314
 HP0314                          SUPERSEDED SURVEY CONTROL
 HP0314
 HP0314  NAD 83(1992)-  37 00 00.68787(N)    114 03 00.18269(W) AD(       ) 2
 HP0314  NAD 83(1986)-  37 00 00.68513(N)    114 03 00.18231(W) AD(       ) 2
 HP0314  NAD 27      -  37 00 00.77700(N)    114 02 57.29500(W) AD(       ) 2
 HP0314  NGVD 29 (07/19/86)  823.     (m)         2700.     (f) VERT ANG       
 HP0314
 HP0314.Superseded values are not recommended for survey control.
 HP0314
 HP0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0314.See file dsdata.pdf to determine how the superseded data were derived.
 HP0314
 HP0314_MARKER: DR = REFERENCE MARK DISK
 HP0314_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HP0314_MARK LOGO: CGS
 HP0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0314
 HP0314  HISTORY     - Date     Condition        Report By
 HP0314  HISTORY     - 1925     MONUMENTED       CGS
 HP0314  HISTORY     - 1973     GOOD             USGS
 HP0314
 HP0314                          STATION DESCRIPTION
 HP0314
 HP0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (WM)
 HP0314'ABOUT 24 MILES SOUTH OF WEST OF ST. GEORGE, UTAH, AND 9 MILES
 HP0314'NORTHWEST OF LITTLEFIELD, ARIZ., AT THE CORNER COMMON TO
 HP0314'UTAH, NEVADA, AND ARIZONA.  MONUMENT IS SANDSTONE POST 6 FEET
 HP0314'BY 16 INCHES BY 12 INCHES SET IN A PILE OF STONES AND MARKED
 HP0314'NEVADA ON THE NORTHWEST, UTAH ON THE NORTHEAST, ARIZONA
 HP0314'ON THE SOUTHEAST, AND 37 N.L. 1901 ON THE SOUTHWEST.  IN
 HP0314'1925, A STANDARD REFERENCE DISK WAS PLACED IN THE TOP OF THIS
 HP0314'MONUMENT AND IS 286.69 METERS (940.58 FEET) FROM STATION
 HP0314'INITIAL N 25 DEG 02 MIN W.
 HP0314
 HP0314                          STATION RECOVERY (1973)
 HP0314
 HP0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (PGJ)
 HP0314'FROM THE BRIDGE ACROSS BEAVER DAM WASH, WHICH IS 10.1 MILES
 HP0314'NE ALONG HWY 91 FROM THE POST OFFICE IN MESQUITE, GO SOUTH
 HP0314'ON HWY 91 FOR 0.8 MILE TO DIRT ROAD RIGHT, 0.05 MILE SOUTH
 HP0314'OF LITTLEFIELD TURN-OFF.  CONTINUE SOUTH ON DIRT ROAD, THROUGH
 HP0314'GATE, PARELLELING FENCE ON WEST SIDE, FOR 0.65 MILE TO WHERE
 HP0314'ROAD LEAVES FENCE AND TURNS WEST.  CONTINUE WEST FOR 4.25
 HP0314'MILES TO CROSSROADS.  TURN RIGHT AND CONTINUE ON THE MAIN
 HP0314'TRAVELED ROAD, NORTHERLY AND WESTERLY, FOR 11.65 MILES TO A
 HP0314'BLADED CROSSROADS.  TURN RIGHT AND GO ENE FOR 0.15 TO
 HP0314'FENCELINE.  TURN RIGHT AND FOLLOW ALONG THE SOUTH SIDE OF THE
 HP0314'FENCE, EASTERLY, FOR 2.0 MILES TO THE JUNCTION OF THIS
 HP0314'FENCE WITH A N-S FENCE.  GO THROUGH GATE IN E-W FENCE AND
 HP0314'GO NORTH 0.05 MILE TO END OF TRUCK TRAVEL.  PACK NORTH 500
 HP0314'FEET TO MONUMENT AT JUNCTION OF N-S FENCE WITH A FENCE TO
 HP0314'NE.
 HP0314'
 HP0314'NOTE--THERE IS NO STAMPING ON THE CAP CEMENTED IN THE TOP
 HP0314'OF THE MONUMENT AND THE 1953 USC AND GS DESCRIPTION OF THE
 HP0314'ENGRAVING OF THE MONUMENT IS CORRECT.  THIS ENGRAVING DESCRIPTION
 HP0314'WAS INCLUDED IN DESCRIPTION OF INITIAL MESA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0282 ***********************************************************************
 KO0282  DESIGNATION -  BOUNDARY MARKER
 KO0282  PID         -  KO0282
 KO0282  STATE/COUNTY-  UT/JUAB
 KO0282  COUNTRY     -  US
 KO0282  USGS QUAD   -  LADY LAIRD PEAK (2017)
 KO0282
 KO0282                         *CURRENT SURVEY CONTROL
 KO0282  ______________________________________________________________________
 KO0282* NAD 83(1986) POSITION- 39 32 54.     (N) 113 03 35.     (W)   SCALED
 KO0282* NAVD 88 ORTHO HEIGHT -  1819.77  (+/-2cm)     5970.4   (feet) VERTCON3
 KO0282  ______________________________________________________________________
 KO0282  GEOID HEIGHT    -        -19.315 (meters)                     GEOID18
 KO0282  VERT ORDER      -  ? (See Below)
 KO0282
 KO0282.The horizontal coordinates were scaled from a map and have
 KO0282.an estimated accuracy of +/- 6 seconds.
 KO0282
 KO0282.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0282
 KO0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0282.GEOID18 height accuracy estimate available here.
 KO0282
 KO0282.The vertical order pertains to the NGVD 29 superseded value.
 KO0282
 KO0282.Click photographs - Photos may exist for this station.
 KO0282
 KO0282;                    North         East    Units  Estimated Accuracy
 KO0282;SPC UT C     - 2,136,060.      365,960.      MT  (+/- 180 meters Scaled)
 KO0282
 KO0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ230796(NAD 83)
 KO0282
 KO0282                          SUPERSEDED SURVEY CONTROL
 KO0282
 KO0282  NGVD 29 (??/??/92) 1818.569  (m)         5966.42   (f) ADJ UNCH       
 KO0282
 KO0282.Superseded values are not recommended for survey control.
 KO0282
 KO0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0282.See file dsdata.pdf to determine how the superseded data were derived.
 KO0282
 KO0282_MARKER: DU = BOUNDARY MARKER
 KO0282_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0282_STAMPING: JUAB/MILLARD
 KO0282_MARK LOGO: CGS
 KO0282_MAGNETIC: P = MARKER IS A STEEL PIPE
 KO0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0282
 KO0282  HISTORY     - Date     Condition        Report By
 KO0282  HISTORY     - UNK      MONUMENTED       CGS
 KO0282  HISTORY     - 1934     GOOD             CGS
 KO0282
 KO0282                          STATION DESCRIPTION
 KO0282
 KO0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0282'23.8 MI NW FROM ABRAHAM.
 KO0282'23.8 MILES NORTHWEST ALONG THE HINCKLEY-CALLAO ROAD FROM ABRAHAM ON
 KO0282'THE MILLARD, JAUB COUNTY LINE.  25 FEET SOUTH OF DRY WASH, AND 9 FEET
 KO0282'EAST OF CENTERLINE OF ROAD.  FASTENED ON TOP OF 2-INCH PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0792 ***********************************************************************
 HN0792  DESIGNATION -  BOUNDARY MON 130 M AZ UT
 HN0792  PID         -  HN0792
 HN0792  STATE/COUNTY-  UT/KANE
 HN0792  COUNTRY     -  US
 HN0792  USGS QUAD   -  BIG WATER (2017)
 HN0792
 HN0792                         *CURRENT SURVEY CONTROL
 HN0792  ______________________________________________________________________
 HN0792* NAD 83(1994) POSITION- 37 00 04.70287(N) 111 41 38.69940(W)   ADJUSTED
 HN0792* NAVD 88 ORTHO HEIGHT -  1755.    (meters)     5758.    (feet) SCALED
 HN0792  ______________________________________________________________________
 HN0792  GEOID HEIGHT    -        -23.154 (meters)                     GEOID18
 HN0792  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 HN0792  HORZ ORDER      -  SECOND
 HN0792
 HN0792.The horizontal coordinates were established by classical geodetic methods
 HN0792.and adjusted by the National Geodetic Survey in November 1997.
 HN0792
 HN0792.The orthometric height was scaled from a topographic map.
 HN0792
 HN0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0792.GEOID18 height accuracy estimate available here.
 HN0792
 HN0792.Click photographs - Photos may exist for this station.
 HN0792
 HN0792.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0792
 HN0792. The following values were computed from the NAD 83(1994) position.
 HN0792
 HN0792;                    North         East     Units Scale Factor Converg.
 HN0792;SPC UT S     - 3,037,157.717   482,723.882   MT  1.00004390   -0 07 08.1
 HN0792;SPC UT S     - 9,964,408.28  1,583,736.60   sFT  1.00004390   -0 07 08.1
 HN0792;UTM  12      - 4,095,242.415   438,243.846   MT  0.99964698   -0 25 03.8
 HN0792
 HN0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0792!SPC UT S     -   0.99972829  x   1.00004390  =   0.99977218
 HN0792!UTM  12      -   0.99972829  x   0.99964698  =   0.99937537
 HN0792
 HN0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF3824395242(NAD 83)
 HN0792
 HN0792                          SUPERSEDED SURVEY CONTROL
 HN0792
 HN0792  NAD 83(1992)-  37 00 04.70271(N)    111 41 38.69939(W) AD(       ) 2
 HN0792  NAD 83(1986)-  37 00 04.69700(N)    111 41 38.69641(W) AD(       ) 2
 HN0792  NAD 27      -  37 00 04.75000(N)    111 41 36.09900(W) AD(       ) 2
 HN0792
 HN0792.Superseded values are not recommended for survey control.
 HN0792
 HN0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0792.See file dsdata.pdf to determine how the superseded data were derived.
 HN0792
 HN0792_MARKER: 71 = BOUNDARY MONUMENT
 HN0792
 HN0792  HISTORY     - Date     Condition        Report By
 HN0792  HISTORY     - 1934     FIRST OBSERVED   CGS
 HN0792
 HN0792                          STATION DESCRIPTION
 HN0792
 HN0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HN0792'CEDAR MT, ABOUT 4 MILES SOUTHWEST OF WAHWEAP CREEK, 4 MILES NORTHEAST
 HN0792'OF PARIA CREEK, ON HIGHEST POINT OF LONG RIDGE KNOWN LOCALLY AS
 HN0792'CEDAR MOUNTAIN.  TO REACH FROM KANAB, FOLLOW JOHNSON ROAD
 HN0792'EAST 8.6 MILES.  TURN RIGHT AND GO 7.7 MILES.  TAKE LEFT FORK
 HN0792'WITH SIGN PAHREAH AND GO 12.8 MILES.  KEEP TO LEFT-HAND ROAD,
 HN0792'PASSING OLD CORRALS ON LEFT, AND GO 17.0 MILES TO PARIA RIVER
 HN0792'AND PAHREAH RANCH, NOW OWNED BY JAMES E. SMITH.  FROM RANCH,
 HN0792'STATION IS REACHED BY WAGON OR HORSEBACK ALONG ROAD DOWN PARIA
 HN0792'RIVER ABOUT 10 MILES, THENCE EASTWARD OVER SMALL RIDGE AND
 HN0792'ALONG WAGON TRACKS AROUND SOUTHERN END OF BLUE-GREY HILLS,
 HN0792'CONTINUING IN EASTERLY DIRECTION TO WAHWEAP CANYON,
 HN0792'APPROXIMATELY 20 MILES.  FOLLOW DOWN CANYON ABOUT 4 MILES,
 HN0792'PASSING COTTONWOOD SPRING, AND ON 6 MILES TO SMALL SPRING
 HN0792'ON LEFT AND RED SANDY RIDGE ON RIGHT.  TURN RIGHT, FOLLOWING
 HN0792'UP RED RIDGE, AND GO ACROSS COUNTRY IN WESTERLY DIRECTION TO
 HN0792'MOUNTAIN AND STATION, APPROXIMATELY 5 MILES, WITH NO TRAIL.
 HN0792'FROM PAHREAH RANCH TO STATION IS 2-DAY TRIP.  CAMP AT WHITE
 HN0792'ROCK SPRINGS (ALKALINE WATER), ABOUT 3 MILES WEST OF
 HN0792'WAHWEAP CANYON.  STATION MARK IS STANDARD DISK IN OUTCROPPING
 HN0792'2) WERE RECOVERED IN GOOD CONDITION.  THE UTAH AND ARIZONA
 HN0792'BOUNDARY MARK 143 M WAS NOT RECOVERED NOR SEARCHED FOR.
 HN0792'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0785 ***********************************************************************
 HN0785  DESIGNATION -  BOUNDARY MON 140 M AZ UT
 HN0785  PID         -  HN0785
 HN0785  STATE/COUNTY-  UT/KANE
 HN0785  COUNTRY     -  US
 HN0785  USGS QUAD   -  LONE ROCK (2017)
 HN0785
 HN0785                         *CURRENT SURVEY CONTROL
 HN0785  ______________________________________________________________________
 HN0785* NAD 83(1994) POSITION- 37 00 05.62439(N) 111 30 47.49499(W)   ADJUSTED
 HN0785* NAVD 88 ORTHO HEIGHT -  1185.    (meters)     3888.    (feet) SCALED
 HN0785  ______________________________________________________________________
 HN0785  GEOID HEIGHT    -        -23.454 (meters)                     GEOID18
 HN0785  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 HN0785  HORZ ORDER      -  SECOND
 HN0785
 HN0785.The horizontal coordinates were established by classical geodetic methods
 HN0785.and adjusted by the National Geodetic Survey in November 1997.
 HN0785
 HN0785.The orthometric height was scaled from a topographic map.
 HN0785
 HN0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0785.GEOID18 height accuracy estimate available here.
 HN0785
 HN0785.Click photographs - Photos may exist for this station.
 HN0785
 HN0785.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0785
 HN0785. The following values were computed from the NAD 83(1994) position.
 HN0785
 HN0785;                    North         East     Units Scale Factor Converg.
 HN0785;SPC UT S     - 3,037,168.281   498,825.637   MT  1.00004384   -0 00 29.1
 HN0785;SPC UT S     - 9,964,442.94  1,636,563.78   sFT  1.00004384   -0 00 29.1
 HN0785;UTM  12      - 4,095,168.757   454,338.865   MT  0.99962568   -0 18 31.9
 HN0785
 HN0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0785!SPC UT S     -   0.99981776  x   1.00004384  =   0.99986160
 HN0785!UTM  12      -   0.99981776  x   0.99962568  =   0.99944351
 HN0785
 HN0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5433895168(NAD 83)
 HN0785
 HN0785                          SUPERSEDED SURVEY CONTROL
 HN0785
 HN0785  NAD 83(1986)-  37 00 05.61944(N)    111 30 47.49654(W) AD(       ) 2
 HN0785  NAD 27      -  37 00 05.66600(N)    111 30 44.91700(W) AD(       ) 2
 HN0785
 HN0785.Superseded values are not recommended for survey control.
 HN0785
 HN0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0785.See file dsdata.pdf to determine how the superseded data were derived.
 HN0785
 HN0785_MARKER: 71 = BOUNDARY MONUMENT
 HN0785
 HN0785  HISTORY     - Date     Condition        Report By
 HN0785  HISTORY     - 1934     FIRST OBSERVED   CGS
 HN0785
 HN0785                          STATION DESCRIPTION
 HN0785
 HN0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HN0785'CEDAR MT, ABOUT 4 MILES SOUTHWEST OF WAHWEAP CREEK, 4 MILES NORTHEAST
 HN0785'OF PARIA CREEK, ON HIGHEST POINT OF LONG RIDGE KNOWN LOCALLY AS
 HN0785'CEDAR MOUNTAIN.  TO REACH FROM KANAB, FOLLOW JOHNSON ROAD
 HN0785'EAST 8.6 MILES.  TURN RIGHT AND GO 7.7 MILES.  TAKE LEFT FORK
 HN0785'WITH SIGN PAHREAH AND GO 12.8 MILES.  KEEP TO LEFT-HAND ROAD,
 HN0785'PASSING OLD CORRALS ON LEFT, AND GO 17.0 MILES TO PARIA RIVER
 HN0785'AND PAHREAH RANCH, NOW OWNED BY JAMES E. SMITH.  FROM RANCH,
 HN0785'STATION IS REACHED BY WAGON OR HORSEBACK ALONG ROAD DOWN PARIA
 HN0785'RIVER ABOUT 10 MILES, THENCE EASTWARD OVER SMALL RIDGE AND
 HN0785'ALONG WAGON TRACKS AROUND SOUTHERN END OF BLUE-GREY HILLS,
 HN0785'CONTINUING IN EASTERLY DIRECTION TO WAHWEAP CANYON,
 HN0785'APPROXIMATELY 20 MILES.  FOLLOW DOWN CANYON ABOUT 4 MILES,
 HN0785'PASSING COTTONWOOD SPRING, AND ON 6 MILES TO SMALL SPRING
 HN0785'ON LEFT AND RED SANDY RIDGE ON RIGHT.  TURN RIGHT, FOLLOWING
 HN0785'UP RED RIDGE, AND GO ACROSS COUNTRY IN WESTERLY DIRECTION TO
 HN0785'MOUNTAIN AND STATION, APPROXIMATELY 5 MILES, WITH NO TRAIL.
 HN0785'FROM PAHREAH RANCH TO STATION IS 2-DAY TRIP.  CAMP AT WHITE
 HN0785'ROCK SPRINGS (ALKALINE WATER), ABOUT 3 MILES WEST OF
 HN0785'WAHWEAP CANYON.  STATION MARK IS STANDARD DISK IN OUTCROPPING
 HN0785'
 HN0785'THE STATION WAS NOT OCCUPIED BUT USED FOR CHECK ANGLE ONLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0637 ***********************************************************************
 LQ0637  DESIGNATION -  BOUNDARY MON 91 M 35 CH NV UT
 LQ0637  PID         -  LQ0637
 LQ0637  STATE/COUNTY-  UT/TOOELE
 LQ0637  COUNTRY     -  US
 LQ0637  USGS QUAD   -  FERBER PEAK SE (2018)
 LQ0637
 LQ0637                         *CURRENT SURVEY CONTROL
 LQ0637  ______________________________________________________________________
 LQ0637* NAD 83(1994) POSITION- 40 00 18.74096(N) 114 02 48.37450(W)   ADJUSTED
 LQ0637* NAVD 88 ORTHO HEIGHT -  1672.    (meters)     5486.    (feet) SCALED
 LQ0637  ______________________________________________________________________
 LQ0637  GEOID HEIGHT    -        -19.063 (meters)                     GEOID18
 LQ0637  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 LQ0637  HORZ ORDER      -  SECOND
 LQ0637
 LQ0637.The horizontal coordinates were established by classical geodetic methods
 LQ0637.and adjusted by the National Geodetic Survey in November 1997.
 LQ0637
 LQ0637.The orthometric height was scaled from a topographic map.
 LQ0637
 LQ0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0637.GEOID18 height accuracy estimate available here.
 LQ0637
 LQ0637.Click photographs - Photos may exist for this station.
 LQ0637
 LQ0637.The Laplace correction was computed from DEFLEC18 derived deflections.
 LQ0637
 LQ0637. The following values were computed from the NAD 83(1994) position.
 LQ0637
 LQ0637;                    North         East     Units Scale Factor Converg.
 LQ0637;SPC UT C     - 2,188,704.749   282,588.370   MT  0.99990322   -1 37 53.1
 LQ0637;SPC UT C     - 7,180,775.50    927,125.34   sFT  0.99990322   -1 37 53.1
 LQ0637;UTM  11      - 4,432,513.515   752,087.205   MT  1.00038239   +1 53 58.2
 LQ0637;UTM  12      - 4,432,782.570   239,926.819   MT  1.00043275   -1 57 35.0
 LQ0637
 LQ0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0637!SPC UT C     -   0.99974074  x   0.99990322  =   0.99964398
 LQ0637!UTM  11      -   0.99974074  x   1.00038239  =   1.00012303
 LQ0637!UTM  12      -   0.99974074  x   1.00043275  =   1.00017337
 LQ0637
 LQ0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE5208732513(NAD 83)
 LQ0637
 LQ0637                          SUPERSEDED SURVEY CONTROL
 LQ0637
 LQ0637  NAD 83(1986)-  40 00 18.73460(N)    114 02 48.37471(W) AD(       ) 2
 LQ0637  NAD 27      -  40 00 18.95800(N)    114 02 45.36100(W) AD(       ) 2
 LQ0637
 LQ0637.Superseded values are not recommended for survey control.
 LQ0637
 LQ0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0637.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0637
 LQ0637_MARKER: 71 = BOUNDARY MONUMENT
 LQ0637_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LQ0637_MARK LOGO: USGLO
 LQ0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0637
 LQ0637  HISTORY     - Date     Condition        Report By
 LQ0637  HISTORY     - 1918     FIRST OBSERVED   USGLO
 LQ0637
 LQ0637                          STATION DESCRIPTION
 LQ0637
 LQ0637'DESCRIBED BY US GENERAL LAND OFFICE 1918
 LQ0637'TO REACH STATION FROM IBAPAH SCHOOLHOUSE AND POST OFFICE, GO S ON MAIN
 LQ0637'ROAD TOWARD ELY FOR 0.6 MILE TO A T-JUNCTION AND HISTORICAL MONUMENT
 LQ0637'NO. 97 - DEEP CREEK STATION - PONY EXPRESS.  TURN RIGHT AND GO W 0.5
 LQ0637'MILE TO RIGHT-ANGLE TURN, LEAVE MAIN ROAD AND CONTINUE W ON TRACK
 LQ0637'ROAD, THENCE N GENERALLY ALONG FENCE FOR 0.3 MILE TO FORKS.  TAKE
 LQ0637'RIGHT FORK AND GO 1.2 MILES TO FORKS ON N SIDE OF DEEP GULLY.  TAKE
 LQ0637'RIGHT FORK AND GO 0.2 MILE AND TAKE RIGHT FORK, THEN 0.3 MILE TO
 LQ0637'AZIMUTH MARK ON THE RIGHT.  TURN SHARP LEFT AT AZIMUTH MARK AND GO W
 LQ0637'ON TRACK ROAD FOR 0.9 MILE.  TURN RIGHT ACROSS COUNTRY AND CIRCLE
 LQ0637'AROUND HILL TO NW SIDE, THENCE UP SLOPE TO STATION, 0.4 MILE.
 LQ0637'
 LQ0637'THE MARK IS A GENERAL LAND OFFICE BRASS CAP RIVETED TO A 2-3/4-INCH
 LQ0637'IRON PIPE PROJECTING 14 INCHES ABOVE THE GROUND.  IT IS STAMPED 91 M +
 LQ0637'35 CH 1918 N U.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0685 ***********************************************************************
 MR0685  DESIGNATION -  BOUNDARY MON MORGAN RICH SUMMIT
 MR0685  PID         -  MR0685
 MR0685  STATE/COUNTY-  UT/RICH
 MR0685  COUNTRY     -  US
 MR0685  USGS QUAD   -  SHEARING CORRAL (2017)
 MR0685
 MR0685                         *CURRENT SURVEY CONTROL
 MR0685  ______________________________________________________________________
 MR0685* NAD 83(1994) POSITION- 41 09 49.88746(N) 111 14 40.29387(W)   ADJUSTED
 MR0685* NAVD 88 ORTHO HEIGHT -  2259.1   (meters)     7412.    (feet) VERTCON3
 MR0685  ______________________________________________________________________
 MR0685  GEOID HEIGHT    -        -15.548 (meters)                     GEOID18
 MR0685  LAPLACE CORR    -          3.00  (seconds)                    DEFLEC18
 MR0685  HORZ ORDER      -  THIRD
 MR0685
 MR0685.The horizontal coordinates were established by classical geodetic methods
 MR0685.and adjusted by the National Geodetic Survey in November 1997.
 MR0685
 MR0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0685
 MR0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0685.GEOID18 height accuracy estimate available here.
 MR0685
 MR0685.Click photographs - Photos may exist for this station.
 MR0685
 MR0685.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0685
 MR0685. The following values were computed from the NAD 83(1994) position.
 MR0685
 MR0685;                    North         East     Units Scale Factor Converg.
 MR0685;SPC UT N     - 1,092,260.791   521,440.095   MT  0.99995799   +0 10 06.4
 MR0685;SPC UT N     - 3,583,525.61  1,710,758.05   sFT  0.99995799   +0 10 06.4
 MR0685;UTM  12      - 4,556,975.886   479,485.989   MT  0.99960518   -0 09 39.4
 MR0685
 MR0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0685!SPC UT N     -   0.99964821  x   0.99995799  =   0.99960621
 MR0685!UTM  12      -   0.99964821  x   0.99960518  =   0.99925353
 MR0685
 MR0685:                Primary Azimuth Mark                     Grid Az
 MR0685:SPC UT N     -  DESERET                                  186 56 49.7
 MR0685:UTM  12      -  DESERET                                  187 16 35.5
 MR0685
 MR0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL7948556975(NAD 83)
 MR0685
 MR0685|---------------------------------------------------------------------|
 MR0685| PID    Reference Object                     Distance      Geod. Az  |
 MR0685|                                                           dddmmss.s |
 MR0685| MR0687 DESERET                             APPROX. 5.0 KM 1870656.1 |
 MR0685|---------------------------------------------------------------------|
 MR0685
 MR0685                          SUPERSEDED SURVEY CONTROL
 MR0685
 MR0685  NAD 83(1993)-  41 09 49.88739(N)    111 14 40.29374(W) AD(       ) 3
 MR0685  NAD 83(1986)-  41 09 49.87347(N)    111 14 40.28357(W) AD(       ) 3
 MR0685  NAD 27      -  41 09 50.06770(N)    111 14 37.59799(W) AD(       ) 3
 MR0685  NGVD 29 (07/19/86) 2257.7    (m)         7407.     (f) VERT ANG       
 MR0685
 MR0685.Superseded values are not recommended for survey control.
 MR0685
 MR0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0685.See file dsdata.pdf to determine how the superseded data were derived.
 MR0685
 MR0685_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 MR0685_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MR0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0685
 MR0685  HISTORY     - Date     Condition        Report By
 MR0685  HISTORY     - 1963     MONUMENTED       USGS
 MR0685
 MR0685                          STATION DESCRIPTION
 MR0685
 MR0685'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MR0685'LOCATED ABOUT 16.5 MI. NE. OF ECHO, UTAH AND 8 MI. SW. OF WASATCH
 MR0685'ALONG A PROMINIENT RIDGE.
 MR0685'
 MR0685'STATION MARK - A 2 IN. GALVANIZED IRON PIPE AND BRASS CAP STAMPED
 MR0685'---MORGAN-RICH-SUMMIT--- PROJECTING 1.6 FT. ABOVE GROUND AT THE POINT
 MR0685'IN BRUSH.
 MR0685'
 MR0685'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0684 ***********************************************************************
 MR0684  DESIGNATION -  BOUNDARY MON RICH SUMMIT
 MR0684  PID         -  MR0684
 MR0684  STATE/COUNTY-  UT/RICH
 MR0684  COUNTRY     -  US
 MR0684  USGS QUAD   -  SHEARING CORRAL (2017)
 MR0684
 MR0684                         *CURRENT SURVEY CONTROL
 MR0684  ______________________________________________________________________
 MR0684* NAD 83(1994) POSITION- 41 12 24.72916(N) 111 07 59.82279(W)   ADJUSTED
 MR0684* NAVD 88 ORTHO HEIGHT -  2163.3   (meters)     7097.    (feet) VERTCON3
 MR0684  ______________________________________________________________________
 MR0684  GEOID HEIGHT    -        -15.394 (meters)                     GEOID18
 MR0684  LAPLACE CORR    -          4.14  (seconds)                    DEFLEC18
 MR0684  HORZ ORDER      -  THIRD
 MR0684
 MR0684.The horizontal coordinates were established by classical geodetic methods
 MR0684.and adjusted by the National Geodetic Survey in November 1997.
 MR0684
 MR0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0684
 MR0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0684.GEOID18 height accuracy estimate available here.
 MR0684
 MR0684.Click photographs - Photos may exist for this station.
 MR0684
 MR0684.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0684
 MR0684. The following values were computed from the NAD 83(1994) position.
 MR0684
 MR0684;                    North         East     Units Scale Factor Converg.
 MR0684;SPC UT N     - 1,097,070.727   530,755.631   MT  0.99995713   +0 14 30.5
 MR0684;SPC UT N     - 3,599,306.21  1,741,320.77   sFT  0.99995713   +0 14 30.5
 MR0684;UTM  12      - 4,561,730.482   488,825.722   MT  0.99960154   -0 05 16.1
 MR0684
 MR0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0684!SPC UT N     -   0.99966320  x   0.99995713  =   0.99962034
 MR0684!UTM  12      -   0.99966320  x   0.99960154  =   0.99926487
 MR0684
 MR0684:                Primary Azimuth Mark                     Grid Az
 MR0684:SPC UT N     -  SHEARING                                 001 34 52.4
 MR0684:UTM  12      -  SHEARING                                 001 54 39.0
 MR0684
 MR0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL8882561730(NAD 83)
 MR0684
 MR0684|---------------------------------------------------------------------|
 MR0684| PID    Reference Object                     Distance      Geod. Az  |
 MR0684|                                                           dddmmss.s |
 MR0684| MR0683 SHEARING                            APPROX. 3.7 KM 0014922.9 |
 MR0684|---------------------------------------------------------------------|
 MR0684
 MR0684                          SUPERSEDED SURVEY CONTROL
 MR0684
 MR0684  NAD 83(1993)-  41 12 24.72914(N)    111 07 59.82268(W) AD(       ) 3
 MR0684  NAD 83(1986)-  41 12 24.71504(N)    111 07 59.81276(W) AD(       ) 3
 MR0684  NAD 27      -  41 12 24.91153(N)    111 07 57.13627(W) AD(       ) 3
 MR0684  NGVD 29 (07/19/86) 2162.0    (m)         7093.     (f) VERT ANG       
 MR0684
 MR0684.Superseded values are not recommended for survey control.
 MR0684
 MR0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0684.See file dsdata.pdf to determine how the superseded data were derived.
 MR0684
 MR0684_MARKER: U = CONCRETE POST
 MR0684_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 MR0684_SP_SET: OBJECT DRIVEN INTO GROUND
 MR0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0684
 MR0684  HISTORY     - Date     Condition        Report By
 MR0684  HISTORY     - 1966     MONUMENTED       USGS
 MR0684
 MR0684                          STATION DESCRIPTION
 MR0684
 MR0684'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MR0684'LOCATED ABOUT 1 MI. W. OF WASATCH, UTAH, ABOUT 11 MI. SW. OF
 MR0684'EVANSTON WYOMING.
 MR0684'
 MR0684'STATION MARK - A CONCRETE POST PROTRUDING 2.9 FT. ABOVE GROUND WITH
 MR0684'---RICH--- ON ONE SITE AND ---SUMMIT--- ON THE OTHER.
 MR0684'
 MR0684'REFERENCE MARK - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KP0316 ***********************************************************************
 KP0316  DESIGNATION -  BOUNDARY MONUMENT NV UT
 KP0316  PID         -  KP0316
 KP0316  STATE/COUNTY-  UT/MILLARD
 KP0316  COUNTRY     -  US
 KP0316  USGS QUAD   -  THE COVE (2018)
 KP0316
 KP0316                         *CURRENT SURVEY CONTROL
 KP0316  ______________________________________________________________________
 KP0316* NAD 83(1994) POSITION- 39 09 44.86075(N) 114 02 55.28465(W)   ADJUSTED
 KP0316* NAVD 88 ORTHO HEIGHT -  1988.    (meters)     6522.    (feet) SCALED
 KP0316  ______________________________________________________________________
 KP0316  GEOID HEIGHT    -        -20.274 (meters)                     GEOID18
 KP0316  LAPLACE CORR    -         -4.67  (seconds)                    DEFLEC18
 KP0316  HORZ ORDER      -  THIRD
 KP0316
 KP0316.The horizontal coordinates were established by classical geodetic methods
 KP0316.and adjusted by the National Geodetic Survey in November 1997.
 KP0316
 KP0316.The orthometric height was scaled from a topographic map.
 KP0316
 KP0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 KP0316.GEOID18 height accuracy estimate available here.
 KP0316
 KP0316.Click photographs - Photos may exist for this station.
 KP0316
 KP0316.The Laplace correction was computed from DEFLEC18 derived deflections.
 KP0316
 KP0316. The following values were computed from the NAD 83(1994) position.
 KP0316
 KP0316;                    North         East     Units Scale Factor Converg.
 KP0316;SPC UT C     - 2,095,188.034   279,758.950   MT  0.99996721   -1 37 57.5
 KP0316;SPC UT C     - 6,873,962.74    917,842.49   sFT  0.99996721   -1 37 57.5
 KP0316;UTM  11      - 4,338,954.864   754,996.699   MT  1.00040071   +1 51 53.3
 KP0316;UTM  12      - 4,339,233.386   236,587.926   MT  1.00045444   -1 55 35.1
 KP0316
 KP0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0316!SPC UT C     -   0.99969135  x   0.99996721  =   0.99965857
 KP0316!UTM  11      -   0.99969135  x   1.00040071  =   1.00009194
 KP0316!UTM  12      -   0.99969135  x   1.00045444  =   1.00014565
 KP0316
 KP0316:                Primary Azimuth Mark                     Grid Az
 KP0316:SPC UT C     -  SNAKE CREEK                              165 20 16.0
 KP0316:UTM  11      -  SNAKE CREEK                              161 50 25.2
 KP0316:UTM  12      -  SNAKE CREEK                              165 37 53.6
 KP0316
 KP0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD5499638954(NAD 83)
 KP0316
 KP0316|---------------------------------------------------------------------|
 KP0316| PID    Reference Object                     Distance      Geod. Az  |
 KP0316|                                                           dddmmss.s |
 KP0316| JO0601 SNAKE CREEK                         APPROX.22.6 KM 1634218.5 |
 KP0316|---------------------------------------------------------------------|
 KP0316
 KP0316                          SUPERSEDED SURVEY CONTROL
 KP0316
 KP0316  NAD 83(1986)-  39 09 44.85672(N)    114 02 55.28864(W) AD(       ) 3
 KP0316  NAD 27      -  39 09 45.06600(N)    114 02 52.29800(W) AD(       ) 3
 KP0316  USCA        -  39 09 39.56000(N)    114 02 57.96000(W) AD(       ) 3
 KP0316  USSD        -  39 09 45.91800(N)    114 02 53.13000(W) AD(       ) 3
 KP0316
 KP0316.Superseded values are not recommended for survey control.
 KP0316
 KP0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0316.See file dsdata.pdf to determine how the superseded data were derived.
 KP0316
 KP0316_MARKER: 71 = BOUNDARY MONUMENT
 KP0316
 KP0316  HISTORY     - Date     Condition        Report By
 KP0316  HISTORY     - UNK      FIRST OBSERVED   CGS
 KP0316
 KP0316                          STATION DESCRIPTION
 KP0316
 KP0316'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JP0335 ***********************************************************************
 JP0335  DESIGNATION -  BOUNDARY MP 181 NV UT
 JP0335  PID         -  JP0335
 JP0335  STATE/COUNTY-  UT/MILLARD
 JP0335  COUNTRY     -  US
 JP0335  USGS QUAD   -  TWEEDY WASH (2018)
 JP0335
 JP0335                         *CURRENT SURVEY CONTROL
 JP0335  ______________________________________________________________________
 JP0335* NAD 83(1994) POSITION- 38 42 48.50977(N) 114 02 59.04459(W)   ADJUSTED
 JP0335* NAVD 88 ORTHO HEIGHT -  1705.8   (meters)     5596.    (feet) VERTCON3
 JP0335  ______________________________________________________________________
 JP0335  GEOID HEIGHT    -        -20.942 (meters)                     GEOID18
 JP0335  LAPLACE CORR    -          3.29  (seconds)                    DEFLEC18
 JP0335  HORZ ORDER      -  THIRD
 JP0335
 JP0335.The horizontal coordinates were established by classical geodetic methods
 JP0335.and adjusted by the National Geodetic Survey in November 1997.
 JP0335
 JP0335.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0335
 JP0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 JP0335.GEOID18 height accuracy estimate available here.
 JP0335
 JP0335.Click photographs - Photos may exist for this station.
 JP0335
 JP0335.The Laplace correction was computed from DEFLEC18 derived deflections.
 JP0335
 JP0335. The following values were computed from the NAD 83(1994) position.
 JP0335
 JP0335;                    North         East     Units Scale Factor Converg.
 JP0335;SPC UT C     - 2,045,365.809   278,248.004   MT  1.00008860   -1 37 59.9
 JP0335;SPC UT C     - 6,710,504.33    912,885.33   sFT  1.00008860   -1 37 59.9
 JP0335;SPC UT S     - 3,230,201.115   278,246.713   MT  1.00008288   -1 33 43.9
 JP0335;SPC UT S     -10,597,751.49    912,881.09   sFT  1.00008288   -1 33 43.9
 JP0335;UTM  11      - 4,289,113.953   756,520.709   MT  1.00041039   +1 50 46.2
 JP0335;UTM  12      - 4,289,397.493   234,828.843   MT  1.00046598   -1 54 30.6
 JP0335
 JP0335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0335!SPC UT C     -   0.99973572  x   1.00008860  =   0.99982430
 JP0335!SPC UT S     -   0.99973572  x   1.00008288  =   0.99981858
 JP0335!UTM  11      -   0.99973572  x   1.00041039  =   1.00014600
 JP0335!UTM  12      -   0.99973572  x   1.00046598  =   1.00020158
 JP0335
 JP0335:                Primary Azimuth Mark                     Grid Az
 JP0335:SPC UT C     -  BOUNDARY MP 181 AZ MK                    336 10 37.4
 JP0335:SPC UT S     -  BOUNDARY MP 181 AZ MK                    336 06 21.4
 JP0335:UTM  11      -  BOUNDARY MP 181 AZ MK                    332 41 51.3
 JP0335:UTM  12      -  BOUNDARY MP 181 AZ MK                    336 27 08.1
 JP0335
 JP0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC5652089113(NAD 83)
 JP0335
 JP0335|---------------------------------------------------------------------|
 JP0335| PID    Reference Object                     Distance      Geod. Az  |
 JP0335|                                                           dddmmss.s |
 JP0335| DD6960 BOUNDARY MP 181 RM 1                  6.762 METERS 07306     |
 JP0335| DD6959 BOUNDARY MP 181 AZ MK                              3343237.5 |
 JP0335| DD6961 BOUNDARY MP 181 RM 2                  7.059 METERS 33728     |
 JP0335|---------------------------------------------------------------------|
 JP0335
 JP0335                          SUPERSEDED SURVEY CONTROL
 JP0335
 JP0335  NAD 83(1986)-  38 42 48.49254(N)    114 02 59.03596(W) AD(       ) 3
 JP0335  NAD 83(1986)-  38 42 48.51051(N)    114 02 59.05710(W) AD(       ) 2
 JP0335  NAD 27      -  38 42 48.68100(N)    114 02 56.11100(W) AD(       ) 2
 JP0335  NGVD 29 (07/19/86) 1704.6    (m)         5593.     (f) VERT ANG       
 JP0335
 JP0335.Superseded values are not recommended for survey control.
 JP0335
 JP0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0335.See file dsdata.pdf to determine how the superseded data were derived.
 JP0335
 JP0335_MARKER: I = METAL ROD
 JP0335_SETTING: 0 = UNSPECIFIED SETTING
 JP0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JP0335
 JP0335  HISTORY     - Date     Condition        Report By
 JP0335  HISTORY     - 1944     MONUMENTED       USGLO
 JP0335  HISTORY     - 1944     GOOD             USGLO
 JP0335  HISTORY     - 1971     GOOD             USGS
 JP0335
 JP0335                          STATION DESCRIPTION
 JP0335
 JP0335'DESCRIBED BY US GENERAL LAND OFFICE 1944 (EHB)
 JP0335'STATION IS LOCATED ON THE UTAH-NEVADA STATE LINE, ABOUT 15
 JP0335'MILES (AIR LINE) S OF GARRISON, UTAH, ABOUT 56 MILES SE OF
 JP0335'ELY, NEVADA, ABOUT 5 MILES DUE E OF BIG SPRINGS RANCH, ALONG
 JP0335'BARE SLOPES ON THE E SIDE OF THE BIG SPRINGS VALLEY.
 JP0335'
 JP0335'STATION MARK IS A 3-INCH PIPE PROJECTING ABOUT 8 INCHES SET
 JP0335'BY THE GENERAL LAND OFFICE AND IS STAMPED 181 M N U 1923.
 JP0335'IT IS LOCATED ON LAND WHICH SLOPES UP SLIGHTLY TO THE E AND
 JP0335'IS 11.0 FEET N OF A U.S. GRAZING SERVICE LIMIT SIGN AND A
 JP0335'4-INCH-SQUARE WHITE WITNESS POST.
 JP0335'
 JP0335'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 JP0335'POST WHICH PROJECTS ABOUT 2 INCHES.  IT IS AT ABOUT THE SAME
 JP0335'ELEVATION AS THE STATION MARK AND IS STAMPED UTAH NEVADA 181
 JP0335'NO 1 1944.
 JP0335'
 JP0335'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 JP0335'POST WHICH PROJECTS ABOUT 4 INCHES.  IT IS ABOUT 8 INCHES LOWER
 JP0335'IN ELEVATION THAN THE STATION MARK AND IS STAMPED UTAH NEVADA
 JP0335'181 NO 2 1944.
 JP0335'
 JP0335'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CONCRETE POST
 JP0335'WHICH PROJECTS ABOUT 1 INCH AND IS STAMPED UTAH NEVADA 181
 JP0335'1944.  IT IS 196 FEET S OF THE ROAD FORKS (SEE BELOW) WHERE
 JP0335'THE RIGHT FORK GOES TO THE BIG SPRINGS RANCH, 33 FEET E OF
 JP0335'THE CENTER LINE OF TRACK ROAD MENTIONED BELOW, AND 1.6 FEET
 JP0335'E OF A 4-INCH-SQUARE WHITE WITNESS POST.
 JP0335'
 JP0335'TO REACH STATION FROM GARRISON, UTAH GO S FROM THE GENERAL
 JP0335'STORE ON GRADED STATE HIGHWAY 21 FOR 11.0 MILES TO A ROAD FORKS
 JP0335'AND A SIGN RYANS RANCH BESIDE U.S.C. AND G.S. B.M. L 34 1934.
 JP0335'TAKE THE RIGHT FORK ON A GRADED ROAD SW FOR 0.4 MILE, THEN
 JP0335'TAKE THE LEFT FORK SSW FOR 1.2 MILES.  FOLLOW THE LEFT FORK
 JP0335'AGAIN, ON A BLADED ROAD, FOR 0.7 MILE, THEN TAKE ANOTHER LEFT
 JP0335'FORK AND CONTINUE SW FOR 4.2 MILES.  AT THIS POINT THE RIGHT
 JP0335'FORK GOES WSW TO THE BIG SPRINGS RANCH.  TAKE THE LEFT FORK
 JP0335'AND CONTINUE S ON TRACK ROAD FOR 0.3 MILE, THEN TURN LEFT (E)
 JP0335'OFF THE ROAD AND GO CROSS COUNTRY 0.3 MILE TO THE STATION
 JP0335'AT A U.S. GRAZING SERVICE LIMIT SIGN.
 JP0335
 JP0335                          STATION RECOVERY (1944)
 JP0335
 JP0335'RECOVERY NOTE BY US GENERAL LAND OFFICE 1944
 JP0335'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38114-1, STATION 1009.
 JP0335'ALL MARKS IN GOOD CONDITION.
 JP0335'
 JP0335'STATION MARK  A 3 INCH PIPE--STAMPED 181 M N U 1923--PROJECTING
 JP0335'ABOUT 8 INCHES.
 JP0335
 JP0335                          STATION RECOVERY (1971)
 JP0335
 JP0335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JP0335'ALL MARKS IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1032 ***********************************************************************
 LO1032  DESIGNATION -  BOUNDARY MP 314 UT WY
 LO1032  PID         -  LO1032
 LO1032  STATE/COUNTY-  UT/SUMMIT
 LO1032  COUNTRY     -  US
 LO1032  USGS QUAD   -  HOOP LAKE (2017)
 LO1032
 LO1032                         *CURRENT SURVEY CONTROL
 LO1032  ______________________________________________________________________
 LO1032* NAD 83(1994) POSITION- 40 59 50.46800(N) 110 01 51.82861(W)   ADJUSTED
 LO1032* NAVD 88 ORTHO HEIGHT -  2350.3   (meters)     7711.    (feet) VERTCON3
 LO1032  ______________________________________________________________________
 LO1032  GEOID HEIGHT    -        -13.371 (meters)                     GEOID18
 LO1032  LAPLACE CORR    -         -8.37  (seconds)                    DEFLEC18
 LO1032  HORZ ORDER      -  THIRD
 LO1032
 LO1032.The horizontal coordinates were established by classical geodetic methods
 LO1032.and adjusted by the National Geodetic Survey in November 1997.
 LO1032
 LO1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1032
 LO1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1032.GEOID18 height accuracy estimate available here.
 LO1032
 LO1032.Click photographs - Photos may exist for this station.
 LO1032
 LO1032.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1032
 LO1032. The following values were computed from the NAD 83(1994) position.
 LO1032
 LO1032;                    North         East     Units Scale Factor Converg.
 LO1032;SPC UT N     - 1,074,783.233   623,584.172   MT  0.99996657   +0 58 06.8
 LO1032;SPC UT N     - 3,526,184.66  2,045,875.74   sFT  0.99996657   +0 58 06.8
 LO1032;UTM  12      - 4,538,915.202   581,492.853   MT  0.99968174   +0 38 08.5
 LO1032
 LO1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1032!SPC UT N     -   0.99963356  x   0.99996657  =   0.99960014
 LO1032!UTM  12      -   0.99963356  x   0.99968174  =   0.99931541
 LO1032
 LO1032:                Primary Azimuth Mark                     Grid Az
 LO1032:SPC UT N     -  WIDDOP                                   218 26 19.3
 LO1032:UTM  12      -  WIDDOP                                   218 46 17.6
 LO1032
 LO1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL8149238915(NAD 83)
 LO1032
 LO1032|---------------------------------------------------------------------|
 LO1032| PID    Reference Object                     Distance      Geod. Az  |
 LO1032|                                                           dddmmss.s |
 LO1032| LO1033 WIDDOP                              APPROX. 5.1 KM 2192426.1 |
 LO1032|---------------------------------------------------------------------|
 LO1032
 LO1032                          SUPERSEDED SURVEY CONTROL
 LO1032
 LO1032  NAD 83(1993)-  40 59 50.46828(N)    110 01 51.82857(W) AD(       ) 3
 LO1032  NAD 83(1986)-  40 59 50.44780(N)    110 01 51.81541(W) AD(       ) 3
 LO1032  NAD 27      -  40 59 50.63159(N)    110 01 49.23912(W) AD(       ) 3
 LO1032  NGVD 29 (07/19/86) 2348.9    (m)         7706.     (f) VERT ANG       
 LO1032
 LO1032.Superseded values are not recommended for survey control.
 LO1032
 LO1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1032.See file dsdata.pdf to determine how the superseded data were derived.
 LO1032
 LO1032_MARKER: A = ALUMINUM MARKER
 LO1032_SETTING: 80 = SET IN A BOULDER
 LO1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1032+STABILITY: SURFACE MOTION
 LO1032
 LO1032  HISTORY     - Date     Condition        Report By
 LO1032  HISTORY     - 1898     MONUMENTED       USGS
 LO1032
 LO1032                          STATION DESCRIPTION
 LO1032
 LO1032'DESCRIBED BY US GEOLOGICAL SURVEY 1898
 LO1032'LOCATED ABOUT 16.4 MI. (AIRLINE) W. OF MANILA, 7.9 MI. NE. OF HOLE
 LO1032'IN THE ROCK GUARD STATION, ABOUT 0.6 MI. W. OF BURNT FORK CREEK ON
 LO1032'THE UTAH-WYOMING LINE.
 LO1032'
 LO1032'TO REACH FROM THE POST OFFICE AT MCKINNON, WYOMING, GO W. ON MAIN
 LO1032'RD. FOR 4.6 MI., TURN LEFT (S.) FOR 0.8 MI. TO A Y-RD., TAKE RIGHT
 LO1032'FORK AND CONTINUE S. ON MAIN TRAVEL RD. FOR 1.4 MI. TO GATE, TURN
 LO1032'LEFT (E.) AND GO ABOUT 300 FT. ALONG FENCE TO A SMALL TOP AND STATION
 LO1032'MARK ABOUT 10 FT. S. OF FENCE.
 LO1032'
 LO1032'STATION MARK--ALUMINUM TABLET, CEMENTED IN 500 POUND WATERWORN
 LO1032'BOULDER.
 LO1032'
 LO1032'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0633 ***********************************************************************
 HO0633  DESIGNATION -  BOUNDARY MP 8 AZ UT
 HO0633  PID         -  HO0633
 HO0633  STATE/COUNTY-  UT/WASHINGTON
 HO0633  COUNTRY     -  US
 HO0633  USGS QUAD   -  CASTLE CLIFF (2017)
 HO0633
 HO0633                         *CURRENT SURVEY CONTROL
 HO0633  ______________________________________________________________________
 HO0633* NAD 83(1994) POSITION- 37 00 00.62632(N) 113 54 19.85833(W)   ADJUSTED
 HO0633* NAVD 88 ORTHO HEIGHT -   810.5   (meters)     2659.    (feet) VERTCON3
 HO0633  ______________________________________________________________________
 HO0633  GEOID HEIGHT    -        -25.402 (meters)                     GEOID18
 HO0633  LAPLACE CORR    -         10.82  (seconds)                    DEFLEC18
 HO0633  HORZ ORDER      -  FIRST
 HO0633
 HO0633.The horizontal coordinates were established by classical geodetic methods
 HO0633.and adjusted by the National Geodetic Survey in November 1997.
 HO0633
 HO0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0633
 HO0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0633.GEOID18 height accuracy estimate available here.
 HO0633
 HO0633.Click photographs - Photos may exist for this station.
 HO0633
 HO0633.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0633
 HO0633. The following values were computed from the NAD 83(1994) position.
 HO0633
 HO0633;                    North         East     Units Scale Factor Converg.
 HO0633;SPC UT S     - 3,039,767.989   285,895.625   MT  1.00004417   -1 28 25.8
 HO0633;SPC UT S     - 9,972,972.14    937,975.90   sFT  1.00004417   -1 28 25.8
 HO0633;SPC UT S     - 9,972,972.14    937,975.90   sFT  1.00004417   -1 28 25.8
 HO0633;SPC NV E     - 8,250,963.096   349,335.972   MT  1.00017465   +1 00 35.7
 HO0633;SPC NV E     -27,070,034.76  1,146,113.10   sFT  1.00017465   +1 00 35.7
 HO0633;SPC UT S     - 3,039,767.989   285,895.625   MT  1.00004417   -1 28 25.8
 HO0633;UTM  12      - 4,098,838.936   241,448.369   MT  1.00042360   -1 44 58.4
 HO0633
 HO0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0633!SPC UT S     -   0.99987681  x   1.00004417  =   0.99992098
 HO0633!SPC NV E     -   0.99987681  x   1.00017465  =   1.00005144
 HO0633!SPC UT S     -   0.99987681  x   1.00004417  =   0.99992098
 HO0633!UTM  12      -   0.99987681  x   1.00042360  =   1.00030036
 HO0633
 HO0633:                Primary Azimuth Mark                     Grid Az
 HO0633:SPC UT S     -  V 57                                     273 58 21.5
 HO0633:SPC NV E     -  V 57                                     271 29 20.0
 HO0633:SPC UT S     -  V 57                                     273 58 21.5
 HO0633:UTM  12      -  V 57                                     274 14 54.1
 HO0633
 HO0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF4144898838(NAD 83)
 HO0633
 HO0633|---------------------------------------------------------------------|
 HO0633| PID    Reference Object                     Distance      Geod. Az  |
 HO0633|                                                           dddmmss.s |
 HO0633| CH2157 BOUNDARY MP 8 RM 1                   20.147 METERS 09006     |
 HO0633| CH2158 BOUNDARY MP 8 RM 2                   14.342 METERS 17521     |
 HO0633| GQ0425 LOS ANGELES SALT LK AWY BCN 34      APPROX. 5.8 KM 2074122.0 |
 HO0633| CH2349 T43S R19 18W SECS 31 36 CC                         2700118.9 |
 HO0633| HO0243 V 57                                               2722955.7 |
 HO0633|---------------------------------------------------------------------|
 HO0633
 HO0633                          SUPERSEDED SURVEY CONTROL
 HO0633
 HO0633  NAD 83(1992)-  37 00 00.62657(N)    113 54 19.85881(W) AD(       ) 1
 HO0633  NAD 83(1986)-  37 00 00.62371(N)    113 54 19.85848(W) AD(       ) 1
 HO0633  NAD 27      -  37 00 00.71100(N)    113 54 16.98400(W) AD(       ) 1
 HO0633  NGVD 29 (07/19/86)  809.7    (m)         2656.     (f) VERT ANG       
 HO0633
 HO0633.Superseded values are not recommended for survey control.
 HO0633
 HO0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0633.See file dsdata.pdf to determine how the superseded data were derived.
 HO0633
 HO0633_MARKER: DS = TRIANGULATION STATION DISK
 HO0633_SETTING: 80 = SET IN A BOULDER
 HO0633_STAMPING: 1938
 HO0633_MARK LOGO: CGS
 HO0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0633+STABILITY: SURFACE MOTION
 HO0633
 HO0633  HISTORY     - Date     Condition        Report By
 HO0633  HISTORY     - 1925     MONUMENTED       CGS
 HO0633  HISTORY     - 1938     GOOD             CGS
 HO0633  HISTORY     - 1952     GOOD             CGS
 HO0633  HISTORY     - 1972     GOOD             USGS
 HO0633
 HO0633                          STATION DESCRIPTION
 HO0633
 HO0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (WM)
 HO0633'ABOUT 16 MILES BY AIRLINE OR 31 MILES BY ROAD WEST-SOUTHWEST OF
 HO0633'ST. GEORGE, UTAH, AND 7 MILES NORTH-NORTHEAST OF LITTLEFIELD,
 HO0633'ARIZ., ON THE STATE LINE IN OPEN DESERT BETWEEN TWO DEEP WASHES,
 HO0633'AND ABOUT 1/2 MILE EAST OF ARROWHEAD TRAIL.  THE MONUMENT IS
 HO0633'A STONE PROJECTING ABOUT 1 FOOT ABOVE GROUND, MARKED ON THE
 HO0633'WEST 8M, ON THE NORTH UTAH AND ON THE SOUTH ARIZONA.  STATION
 HO0633'MARK IS A STANDARD DISK STATION MARK SET IN THE TOP OF THE
 HO0633'MONUMENT.  A STANDARD DISK REFERENCE MARK SET IN A BOULDER IS
 HO0633'20.15 METERS (66.1 FEET) FROM THE STATION.
 HO0633
 HO0633                          STATION RECOVERY (1938)
 HO0633
 HO0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0633'STATION MARK IN GOOD CONDITION, SET IN BURIED BOULDER AND
 HO0633'STAMPED 1938.
 HO0633'
 HO0633'REFERENCE MARK 1 (OLD) IS SET IN BURIED BOULDER AND STAMPED
 HO0633'1938.
 HO0633'
 HO0633'REFERENCE MARK 2 (NEW) IS SET IN BURIED BOULDER AND STAMPED 1938.
 HO0633'
 HO0633'STATION IS ON THE SLOPING GROUND, JUST E OF THE S END OF THE
 HO0633'BEAVER DAM MOUNTAINS.  IT LIES 20 MILES SW OF ST. GEORGE, 8
 HO0633'MILES E OF THE SW CORNER OF UTAH, AND 3/4 MILE E OF U.S. HIGHWAY
 HO0633'91 ON THE UTAH-ARIZONA STATE LINE.
 HO0633'
 HO0633'U.S.C. AND G.S. B.M. V 57, 1934, IS A BRONZE BENCH-MARK DISK
 HO0633'SET IN CONCRETE POST, JUST E OF HIGHWAY 91 ABOUT 50 YARDS N
 HO0633'OF STATE LINE.  IT IS USED AS AN AZIMUTH MARK.
 HO0633'
 HO0633'G.L.O. CORNER IS AN IRON PIPE WITH CAP AND IS ON STATE LINE
 HO0633'ABOUT 100 YARDS E OF HIGHWAY.  IT IS NEAR A ROCK CAIRN AND IS
 HO0633'USED AS AN AZIMUTH MARK.
 HO0633'
 HO0633'REACHED FROM ST. GEORGE AS FOLLOWS--GO SW ON U.S. HIGHWAY 91
 HO0633'FOR 31 MILES TO THE ARIZONA STATE LINE.  FROM A POINT 0.35 MILE
 HO0633'ENE OF WHERE HIGHWAY CROSSES STATE LINE, AT SIGN 24 MILES GATES
 HO0633'SER., TURN S ON OLD HIGHWAY GRADE AND FOLLOW IT S 0.4 MILE.
 HO0633'TURN SHARP LEFT (NE) ON OLD DIM WAGON TRAIL AND FOLLOW IT IN AN
 HO0633'E DIRECTION FOR 0.45 MILE, TURN RIGHT (SW) OFF OLD ROAD AND GO
 HO0633'ABOUT 50 YARDS TO STATION.
 HO0633
 HO0633                          STATION RECOVERY (1952)
 HO0633
 HO0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 HO0633'STATION WAS RECOVERED, AND ALL THE MARKS WERE FOUND AS DESCRIBED IN
 HO0633'THE 1938 DESCRIPTION.
 HO0633'
 HO0633'THE 1938 DESCRIPTION IS ADEQUATE TO REACH THE STATION.
 HO0633
 HO0633                          STATION RECOVERY (1972)
 HO0633
 HO0633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (PGJ)
 HO0633'FROM THE POST OFFICE IN MESQUITE, GO NORTHEASTERLY ON HWY. 91 FOR
 HO0633'17.6 MILES TO ARIZONA-UTAH STATE LINE.  CONTINUE 1.9 MILES,
 HO0633'ON THE HIGHWAY TO A DIRT ROAD RIGHT.  CONTINUE EAST ON DIRT
 HO0633'ROAD FOR 1.0 MILE TO T-ROAD.  TURN RIGHT AND GO SOUTH ON ROAD
 HO0633'FOR 1.3 MILES TO GATE IN FENCE ON ARIZONA-UTAH STATE LINE.
 HO0633'TURN RIGHT AND FOLLOW TRACK ROAD WEST ALONG THE NORTH SIDE
 HO0633'OF FENCE FOR 0.35 MILE TO STATION, 12 FEET NORTH OF FENCE.
 HO0633'
 HO0633'NOTE--NEW TO REACH DESCRIPTION ONLY.  ALL OTHER DATA, USC AND GS,
 HO0633'1938, IS CORRECT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0969 ***********************************************************************
 LO0969  DESIGNATION -  BOUNTIFUL PK
 LO0969  PID         -  LO0969
 LO0969  STATE/COUNTY-  UT/DAVIS
 LO0969  COUNTRY     -  US
 LO0969  USGS QUAD   -  BOUNTIFUL PEAK (2017)
 LO0969
 LO0969                         *CURRENT SURVEY CONTROL
 LO0969  ______________________________________________________________________
 LO0969* NAD 83(1994) POSITION- 40 57 51.75041(N) 111 49 04.83484(W)   ADJUSTED
 LO0969* NAVD 88 ORTHO HEIGHT -  2823.44  (+/-2cm)     9263.2   (feet) VERTCON3
 LO0969  ______________________________________________________________________
 LO0969  GEOID HEIGHT    -        -16.038 (meters)                     GEOID18
 LO0969  LAPLACE CORR    -          4.69  (seconds)                    DEFLEC18
 LO0969  HORZ ORDER      -  FIRST
 LO0969  VERT ORDER      -  THIRD ? (See Below)
 LO0969
 LO0969.The horizontal coordinates were established by classical geodetic methods
 LO0969.and adjusted by the National Geodetic Survey in November 1997.
 LO0969
 LO0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0969
 LO0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0969.GEOID18 height accuracy estimate available here.
 LO0969
 LO0969.The vertical order pertains to the NGVD 29 superseded value.
 LO0969
 LO0969.Click photographs - Photos may exist for this station.
 LO0969
 LO0969.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0969
 LO0969. The following values were computed from the NAD 83(1994) position.
 LO0969
 LO0969;                    North         East     Units Scale Factor Converg.
 LO0969;SPC UT N     - 1,070,125.526   473,230.678   MT  0.99996926   -0 12 34.9
 LO0969;SPC UT N     - 3,510,903.50  1,552,590.98   sFT  0.99996926   -0 12 34.9
 LO0969;UTM  12      - 4,535,124.519   431,166.772   MT  0.99965831   -0 32 10.7
 LO0969
 LO0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0969!SPC UT N     -   0.99955982  x   0.99996926  =   0.99952910
 LO0969!UTM  12      -   0.99955982  x   0.99965831  =   0.99921828
 LO0969
 LO0969:                Primary Azimuth Mark                     Grid Az
 LO0969:SPC UT N     -  BOUNTIFUL PK RM 3 AZIMUTH                245 22 58.0
 LO0969:UTM  12      -  BOUNTIFUL PK RM 3 AZIMUTH                245 42 33.8
 LO0969
 LO0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3116635124(NAD 83)
 LO0969
 LO0969|---------------------------------------------------------------------|
 LO0969| PID    Reference Object                     Distance      Geod. Az  |
 LO0969|                                                           dddmmss.s |
 LO0969| CM5205 BOUNTIFUL PK RM 1                     4.922 METERS 20041     |
 LO0969| CM5207 BOUNTIFUL PK RM 3 AZIMUTH                          2451023.1 |
 LO0969| CM5206 BOUNTIFUL PK RM 2                     8.148 METERS 26017     |
 LO0969| MR0700 FRANCIS PEAK ANG RADAR DOME         APPROX. 7.8 KM 3470419.7 |
 LO0969| MR0699 FRANCIS PK FAA RADAR DOME           APPROX. 7.8 KM 3471559.0 |
 LO0969|---------------------------------------------------------------------|
 LO0969
 LO0969                          SUPERSEDED SURVEY CONTROL
 LO0969
 LO0969  NAD 83(1993)-  40 57 51.75007(N)    111 49 04.83447(W) AD(       ) 1
 LO0969  NAD 83(1986)-  40 57 51.73924(N)    111 49 04.82457(W) AD(       ) 1
 LO0969  NAD 27      -  40 57 51.93706(N)    111 49 02.05493(W) AD(       ) 1
 LO0969  NGVD 29            2822.22   (m)         9259.2    (f) LEVELING    3  
 LO0969
 LO0969.Superseded values are not recommended for survey control.
 LO0969
 LO0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0969.See file dsdata.pdf to determine how the superseded data were derived.
 LO0969
 LO0969_MARKER: DD = SURVEY DISK
 LO0969_SETTING: 66 = SET IN ROCK OUTCROP
 LO0969_STAMPING: BOUNTIFUL PEAK 1950
 LO0969_MARK LOGO: USGS
 LO0969_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0969+STABILITY: POSITION/ELEVATION WELL
 LO0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0969+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2013
 LO0969
 LO0969  HISTORY     - Date     Condition        Report By
 LO0969  HISTORY     - 1950     MONUMENTED       USGS
 LO0969  HISTORY     - 1954     GOOD             USGS
 LO0969  HISTORY     - 1974     GOOD             CGS
 LO0969  HISTORY     - 20081021 GOOD             INDIV
 LO0969  HISTORY     - 20130915 GOOD             INDIV
 LO0969
 LO0969                          STATION DESCRIPTION
 LO0969
 LO0969'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LO0969'LOCATED ABOUT 5.0 MI. NE. OF CENTERVILLE, 4.0 MI. SE. OF FARMINGTON,
 LO0969'IN WASATCH NATIONAL FOREST, ON HIGHEST PEAK OF N-S. RIDGE.
 LO0969'
 LO0969'TO REACH FROM BOUNTIFUL L.D.S. TABERNACLE, DRIVE 0.3 MI. S. ON MAIN
 LO0969'STREET, TO INTERSECTION OF MAIN STREET AND FIFTH STREET S., TURN E.
 LO0969'ON FIFTH STREET S. FOR 1.2 MI. TO T-INTERSECTION, TAKE LEFT FORK NE.
 LO0969'FOR 0.35 MI. TO T-INTERSECTION, TAKE LEFT FORK N. 0.35 MI. TO YELLOW
 LO0969'FOREST SERVICE SIGN AT BEGINNING OF FOREST SERVICE ROAD INTO WASATCH
 LO0969'NATIONAL FOREST, TURN RIGHT (E.) UP ---WARD CANYON--- (USFS SIGN) FOR
 LO0969'6.4 MI. TO FORKS IN RD. AT SADDLE NEAR HEAD OF ---CENTERVILLE
 LO0969'CANYON--- (USFS SIGN), TAKE LEFT FORK AND CONTINUE ALONG W. SIDE OF
 LO0969'MAIN RIDGE 1.5 MI. TO USFS SIGN ---WASATCH EXPERIMENTAL STATION---,
 LO0969'TAKE RIGHT FORK 1.9 MI. TO OBSERVATION POINT IN SADDLE AND USFS SIGN
 LO0969'---BOUNTIFUL PEAK - ELEV 9264---, PACK E. UP SLOPE TO HIGHEST POINT
 LO0969'AND STATION.
 LO0969'
 LO0969'STATION MARK--STANDARD TABLET STAMPED ---BOUNTIFUL PEAK 1950---, SET
 LO0969'IN ROCK OUTCROP.
 LO0969'
 LO0969'REFERENCE MARK NO. 1--STANDARD RM TABLET STAMPED ---BOUNTIFUL PEAK
 LO0969'NO 1 1950--- SET IN BOULDER, 16.15 FT. FROM STATION MARK,
 LO0969'S 20 DEG 43 MIN W.
 LO0969'
 LO0969'REFERENCE MARK NO. 2--STANDARD RM TABLET STAMPED ---BOUNTIFUL PEAK
 LO0969'NO 2 1950--- SET IN BOULDER, 26.82 FT. FROM STATION MARK,
 LO0969'S 80 DEG 15 MIN W.
 LO0969'
 LO0969'NOTE--NGS STATION ---BOUNTIFUL PEAK OR FRANCIS PEAK, CAIRN, 1892---,
 LO0969'S.P. 209, WAS IN IMMEDIATE VICINITY BUT WAS NOT REPORTED RECOVERED.
 LO0969'
 LO0969'FOUND AS DESCRIBED AND ALL MARKS IN GOOD CONDITION.
 LO0969
 LO0969                          STATION RECOVERY (1974)
 LO0969
 LO0969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1974 (JRS)
 LO0969'NO MEASUREMENT BETWEEN RM 1 AND RM 2
 LO0969'
 LO0969'THE STATION IS LOCATED ABOUT 20.0 MILES WEST OF ECHO, 12.5 MILES
 LO0969'NORTH-NORTHEAST OF THE UTAH STATE CAPITOL, 11.0 MILES
 LO0969'NORTH-NORTHEAST OF BOUNTIFUL, 3.5 MILES SOUTHEAST OF FARMINGTON AND
 LO0969'ON THE HIGHEST POINT OF BOUNTIFUL PEAK.  IT IS ON PROPERTY OWNED
 LO0969'BY THE U.S. GOVERNMENT.
 LO0969'
 LO0969'TO REACH FROM MAIN STREET AND 500 SOUTH IN BOUNTIFUL, GO EAST ON
 LO0969'500 SOUTH FOR 1.2 MILES TO 1100 EAST.  TURN LEFT AND GO NORTH ON
 LO0969'1100 EAST FOR 0.1 MILE TO 300 SOUTH.  TURN RIGHT AND GO EAST UPHILL
 LO0969'ON 300 SOUTH FOR 0.3 MILE TO 1300 EAST.  TURN LEFT AND GO NORTH TO
 LO0969'END OF PAVEMENT FOR 0.6 MILE.  CONTINUE ON GRAVEL ROAD UPHILL FOR
 LO0969'1.0 MILE TO A SIGN BOUNTIFUL PEAK 10 ON THE LEFT.  CONTINUE
 LO0969'UPHILL ON THE MAIN WINDING ROAD FOR 5.5 MILES TO A SIDE ROAD
 LO0969'RIGHT.  KEEP LEFT ON THE MAIN LEFT FORK AND CONTINUE UPHILL ON
 LO0969'THE PAVED ROAD FOR 01.55 MILES TO A FORK.  KEEP THE RIGHT FORK
 LO0969'UPHILL FOR 2.05 MILES TO A PARKING AREA ON LEFT AND SIGN
 LO0969'BOUNTIFUL PEAK 9259.  (TO REACH THE REFERENCE MARK 3, PACK
 LO0969'SOUTHERLY FOR 250 FEET TO THE MARK SET IN A ROCK WITH WITNESS
 LO0969'POST CLOSE BY, ABOUT 20 FEET HIGHER THAN PARKING AREA.) FROM
 LO0969'THE PARKING AREA PACK NORTHEASTERLY TO HIGHEST POINT OF HILL AND
 LO0969'STATION.  ABOUT A 10 MINUTE PACK.
 LO0969'
 LO0969'STATION MARK IS THE STEM OF A OLD DISK THAT HAS BEEN BROKEN OFF,
 LO0969'A POINT IN THE CENTER WAS PLUMBED TO.  IT IS CEMENTED IN A DRILL
 LO0969'HOLE IN OUTCROPPING BEDROCK WHICH IS 3 FEET BY 2 FEET PROJECTING
 LO0969'14 INCHES ABOVE GROUND.  IT IS 14 FEET WEST-NORTHWEST OF THE EAST
 LO0969'SIDE OF A DROPOFF, 9 FEET SOUTH OF THE NORTH EDGE OF DROPOFF.
 LO0969'
 LO0969'REFERENCE MARK 1 IS A STANDARD U.S. GEOLOGICAL SURVEY DISK
 LO0969'STAMPED BOUNTIFUL PK NO 1 1950 CEMENTED IN A DRILL HOLE IN
 LO0969'OUTCROPPING BEDROCK WHICH IS 4 FEET BY 2.5 FEET PROJECTING 18
 LO0969'INCHES.  IT 5 FEET SOUTH OF A FOOT TRAIL AND ABOUT THE SAME
 LO0969'ELEVATION AS STATION.
 LO0969'
 LO0969'REFERENCE MARK 2 IS A STANDARD U.S. GEOLOGICAL SURVEY DISK
 LO0969'STAMPED BOUNTIFUL PK NO 2 1950 CEMENTED IN A DRILL HOLE IN
 LO0969'OUTCROPPING BEDROCK 6 FEET BY 4 FEET PROJECTING 1 FOOT.  IT IS 9
 LO0969'FEET NORTH OF A FOOT TRAIL AND ABOUT 3 FEET LOWER IN ELEVATION
 LO0969'THAN STATION.
 LO0969'
 LO0969'REFERENCE MARK 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 LO0969'STAMPED BOUNTIFUL PEAK USGS NO 3 1974 AZ CEMENTED IN A DRILL HOLE
 LO0969'IN OUTCROPPING BEDROCK 3.5 FEET BY 3 FEET PROJECTING 2 FEET.  IT
 LO0969'IS 239 FEET WEST-SOUTHWEST OF THE PAVEMENT, 3.5 FEET SOUTH OF A
 LO0969'METAL WITNESS POST, IT IS ABOUT 10 FEET HIGHER IN ELEVATION THAN
 LO0969'THE STATION.
 LO0969
 LO0969                          STATION RECOVERY (2008)
 LO0969
 LO0969'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008
 LO0969'DAVIS COUNTY SURVEYOR'S OFFICE FOUND ACTUAL MONUMENT ALONG WITH BOTH
 LO0969'REFERENCE MARKS INTACT. NO SIGNS OF VANDALISM.
 LO0969
 LO0969                          STATION RECOVERY (2013)
 LO0969
 LO0969'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JEC)
 LO0969'REFERENCE MARKS 1, 2, AND 3 ALL RECOVERED IN GOOD CONDITION. AS
 LO0969'DESCRIBED IN THE 1974 STATION DESCRIPTION, THE DISK OF THE STATION
 LO0969'MARK HAS BEEN SHEARED OFF WITH THE STEM REMAINING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0967 ***********************************************************************
 LO0967  DESIGNATION -  BOUNTIFUL PK=FRANCIS PK CAIRN
 LO0967  PID         -  LO0967
 LO0967  STATE/COUNTY-  UT/DAVIS
 LO0967  COUNTRY     -  US
 LO0967  USGS QUAD   -  BOUNTIFUL PEAK (2017)
 LO0967
 LO0967                         *CURRENT SURVEY CONTROL
 LO0967  ______________________________________________________________________
 LO0967* NAD 83(1994) POSITION- 40 57 51.74825(N) 111 49 04.84068(W)   ADJUSTED
 LO0967  ______________________________________________________________________
 LO0967  GEOID HEIGHT    -        -16.038 (meters)                     GEOID18
 LO0967  LAPLACE CORR    -          4.69  (seconds)                    DEFLEC18
 LO0967  HORZ ORDER      -  THIRD
 LO0967
 LO0967.The horizontal coordinates were established by classical geodetic methods
 LO0967.and adjusted by the National Geodetic Survey in November 1997.
 LO0967
 LO0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0967.GEOID18 height accuracy estimate available here.
 LO0967
 LO0967.Click photographs - Photos may exist for this station.
 LO0967
 LO0967.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0967
 LO0967. The following values were computed from the NAD 83(1994) position.
 LO0967
 LO0967;                    North         East     Units Scale Factor Converg.
 LO0967;SPC UT N     - 1,070,125.460   473,230.542   MT  0.99996926   -0 12 34.9
 LO0967;SPC UT N     - 3,510,903.28  1,552,590.54   sFT  0.99996926   -0 12 34.9
 LO0967;SPC UT C     - 2,292,164.124   473,227.214   MT  1.00009343   -0 12 13.4
 LO0967;SPC UT C     - 7,520,208.46  1,552,579.62   sFT  1.00009343   -0 12 13.4
 LO0967;UTM  12      - 4,535,124.454   431,166.635   MT  0.99965831   -0 32 10.7
 LO0967
 LO0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3116635124(NAD 83)
 LO0967
 LO0967                          SUPERSEDED SURVEY CONTROL
 LO0967
 LO0967  NAD 83(1993)-  40 57 51.74772(N)    111 49 04.83867(W) AD(       ) 3
 LO0967  NAD 83(1986)-  40 57 51.73623(N)    111 49 04.83696(W) AD(       ) 3
 LO0967  NAD 27      -  40 57 51.95200(N)    111 49 02.04500(W) AD(       ) 3
 LO0967  USSD        -  40 57 52.79800(N)    111 49 02.63400(W) AD(       ) 3
 LO0967
 LO0967.Superseded values are not recommended for survey control.
 LO0967
 LO0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0967.See file dsdata.pdf to determine how the superseded data were derived.
 LO0967
 LO0967_MARKER: 72 = CAIRN
 LO0967
 LO0967  HISTORY     - Date     Condition        Report By
 LO0967  HISTORY     - 1892     FIRST OBSERVED   CGS
 LO0967  HISTORY     - 20130926 MARK NOT FOUND   INDIV
 LO0967
 LO0967                          STATION DESCRIPTION
 LO0967
 LO0967'DESCRIBED BY INDIVIDUAL CONTRIBUTORS 2013 (JEC)
 LO0967'NOT RECOVERED. NO CAIRN EXISTS IN THE IMMEDIATE VICINITY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0359 ***********************************************************************
 JN0359  DESIGNATION -  BOWNS POINT
 JN0359  PID         -  JN0359
 JN0359  STATE/COUNTY-  UT/GARFIELD
 JN0359  COUNTRY     -  US
 JN0359  USGS QUAD   -  LOWER BOWNS RESERVOIR (2017)
 JN0359
 JN0359                         *CURRENT SURVEY CONTROL
 JN0359  ______________________________________________________________________
 JN0359* NAD 83(1994) POSITION- 38 03 04.15977(N) 111 21 22.22144(W)   ADJUSTED
 JN0359* NAVD 88 ORTHO HEIGHT -  3320.6   (meters)    10894.    (feet) VERTCON3
 JN0359  ______________________________________________________________________
 JN0359  GEOID HEIGHT    -        -18.397 (meters)                     GEOID18
 JN0359  LAPLACE CORR    -        -15.42  (seconds)                    DEFLEC18
 JN0359  HORZ ORDER      -  FIRST
 JN0359
 JN0359.The horizontal coordinates were established by classical geodetic methods
 JN0359.and adjusted by the National Geodetic Survey in November 1997.
 JN0359
 JN0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0359
 JN0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0359.GEOID18 height accuracy estimate available here.
 JN0359
 JN0359.Click photographs - Photos may exist for this station.
 JN0359
 JN0359.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0359
 JN0359. The following values were computed from the NAD 83(1994) position.
 JN0359
 JN0359;                    North         East     Units Scale Factor Converg.
 JN0359;SPC UT S     - 3,153,666.785   512,623.449   MT  0.99996213   +0 05 17.2
 JN0359;SPC UT S     -10,346,655.11  1,681,832.10   sFT  0.99996213   +0 05 17.2
 JN0359;UTM  12      - 4,211,550.720   468,750.681   MT  0.99961203   -0 13 10.3
 JN0359
 JN0359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0359!SPC UT S     -   0.99948211  x   0.99996213  =   0.99944426
 JN0359!UTM  12      -   0.99948211  x   0.99961203  =   0.99909434
 JN0359
 JN0359:                Primary Azimuth Mark                     Grid Az
 JN0359:SPC UT S     -  TANTLUS                                  002 35 05.8
 JN0359:UTM  12      -  TANTLUS                                  002 53 33.3
 JN0359
 JN0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH6875011550(NAD 83)
 JN0359
 JN0359|---------------------------------------------------------------------|
 JN0359| PID    Reference Object                     Distance      Geod. Az  |
 JN0359|                                                           dddmmss.s |
 JN0359| JN0357 TANTLUS                             APPROX. 9.6 KM 0024023.0 |
 JN0359| CM5212 BOWNS POINT RM 1                      4.820 METERS 17215     |
 JN0359| JN0360 BOWNS POINT                           2.180 METERS 32406     |
 JN0359| CM5213 BOWNS POINT RM 2                      9.395 METERS 32422     |
 JN0359|---------------------------------------------------------------------|
 JN0359
 JN0359                          SUPERSEDED SURVEY CONTROL
 JN0359
 JN0359  NAD 83(1986)-  38 03 04.15832(N)    111 21 22.22754(W) AD(       ) 1
 JN0359  NAD 27      -  38 03 04.22700(N)    111 21 19.61500(W) AD(       ) 1
 JN0359  NGVD 29 (07/19/86) 3319.0    (m)        10889.     (f) VERT ANG       
 JN0359
 JN0359.Superseded values are not recommended for survey control.
 JN0359
 JN0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0359.See file dsdata.pdf to determine how the superseded data were derived.
 JN0359
 JN0359_MARKER: DS = TRIANGULATION STATION DISK
 JN0359_SETTING: 66 = SET IN ROCK OUTCROP
 JN0359
 JN0359  HISTORY     - Date     Condition        Report By
 JN0359  HISTORY     - 1934     MONUMENTED       CGS
 JN0359  HISTORY     - 1952     GOOD             USGS
 JN0359  HISTORY     - 1969     GOOD             USGS
 JN0359
 JN0359                          STATION DESCRIPTION
 JN0359
 JN0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 JN0359'FIVE MILES SOUTHWEST OF WILDCAT RANGER STATION, ABOUT 1 MILE
 JN0359'SOUTH OF BOWNS RESERVOIR, ON SOUTHEASTERN POINT OF RIM OF BOULDER
 JN0359'TOP.  TO REACH FROM TEASDALE, FOLLOW ROAD TO POWELL NATIONAL
 JN0359'FOREST EAST 8.6 MILES TO GROVER.  TURN SHARPLY TO RIGHT AT
 JN0359'RANCH HOUSE AND GO 0.4 MILE.  TAKE RIGHT FORK (SIGN READS
 JN0359'BOULDER 20, WILDCAT RANGER STATION 10) AND GO 11.2 MILES.  TURN
 JN0359'RIGHT OFF ROAD AND GO 0.1 MILE TO END OF TRUCK TRAVEL.
 JN0359'CONTINUE UP TRAIL TO SIGN TRAIL CARVED ON TREE WITH ARROW
 JN0359'CARVED BELOW IT.  TAKE RIGHT FORK AND CONTINUE TO OPEN
 JN0359'MEADOW AND SIGN BOULDER TOP 1 MILE, PLEASANT CREEK
 JN0359'MEADOW 4 MILES.  FOLLOW BOULDER TOP TRAIL 1.0 MILE TO TOP
 JN0359'OF RIM, THENCE DOWN RIDGE 100 YARDS TO STATION.  ABOUT
 JN0359'3-HOUR PACK.  STATION MARK IS STANDARD DISK IN
 JN0359'OUTCROPPING BOULDER.  REFERENCE MARKS ARE STANDARD
 JN0359'DISKS IN OUTCROPPING BOULDERS. NO. 1 IS SOUTH OF
 JN0359'STATION, 4.820 METERS (15.81 FEET) DISTANT.
 JN0359'NO. 2 IS TO NORTH-NORTHWEST, 9.393 METERS (30.82
 JN0359'FEET) DISTANT.  STATION BOWNS
 JN0359'POINT (U.S.F.S.) (SEE GEOGRAPHIC POSITION AND DESCRIPTION
 JN0359'THEREOF) IS 2.180 METERS (7.15 FEET) FROM STATION.
 JN0359
 JN0359                          STATION RECOVERY (1952)
 JN0359
 JN0359'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 JN0359'STATION RECOVERED IN GOOD CONDITION.
 JN0359'
 JN0359'TO REACH FROM TEASDALE, DRIVE 9.0 MILES EASTERLY ON STATE
 JN0359'HIGHWAY 117 TO GROVER.  TURN RIGHT AND CONTINUE ON FOREST
 JN0359'SERVICE ROAD 0.5 MILE TO A FORKS.  TAKE RIGHT FORK 10.2 MILES TO
 JN0359'THE WILDCAT RANGER STATION.  KEEP STRAIGHT AHEAD 5.9 MILES TO
 JN0359'A TRACK ROAD ON THE RIGHT.  TURN RIGHT (W) AND FOLLOW THE TRACK
 JN0359'ROAD W AND S ABOUT 1 MILE TO A WHITE PIT IN A SMALL SADDLE OF
 JN0359'AN E - W RIDGE.  PACK W UP THE RIDGE TO THE SOUTHEASTERN
 JN0359'POINT OF BOULDER TOP RIM.  THE STATION IS ABOUT 100 YARDS E
 JN0359'OF THE RIM TOP AND 30 FEET LOWER.  ABOUT 1-HOUR PACK.
 JN0359
 JN0359                          STATION RECOVERY (1969)
 JN0359
 JN0359'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JN0359'ALL STATIONS VISIBLE FROM GROUND.
 JN0359'
 JN0359'ALL MARKS IN GOOD CONDITION.
 JN0359'
 JN0359'REACHED BY HELICOPTER.  LANDING SITE IS ABOUT 500 FT. NW. OF
 JN0359'STATION MARK.
 JN0359'
 JN0359'STATION MARK--STANDARD C AND GS DISK STAMPED BOWNS PT 1934
 JN0359'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP.
 JN0359'
 JN0359'REFERENCE MARK NO. 1--A STANDARD C AND GS DISK STAMPED BOWNS
 JN0359'PT NO 1 1934 CEMENTED IN A DRILL HOLE IN LARGE LAVA ROCK.
 JN0359'
 JN0359'REFERENCE MARK NO. 2--A STANDARD C AND GS REFERENCE MARK DISK
 JN0359'STAMPED BOWNS PT 1934 NO 2 CEMENTED IN A DRILL HOLE IN A LARGE
 JN0359'LAVA ROCK.
 JN0359'
 JN0359'CHISELED CROSS--A CHISELED CROSS IN SOLID LAVA ROCK.
 JN0359'
 JN0359'STATION BOWNS POINT (USFS)--U.S. DEPARTMENT OF AGRICULTURE
 JN0359'FOREST SERVICE BRONZE TABLET, NOT STAMPED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0360 ***********************************************************************
 JN0360  DESIGNATION -  BOWNS POINT
 JN0360  PID         -  JN0360
 JN0360  STATE/COUNTY-  UT/GARFIELD
 JN0360  COUNTRY     -  US
 JN0360  USGS QUAD   -  LOWER BOWNS RESERVOIR (2017)
 JN0360
 JN0360                         *CURRENT SURVEY CONTROL
 JN0360  ______________________________________________________________________
 JN0360* NAD 83(1994) POSITION- 38 03 04.21704(N) 111 21 22.27388(W)   ADJUSTED
 JN0360* NAVD 88 ORTHO HEIGHT -  3322.    (meters)    10899.    (feet) SCALED
 JN0360  ______________________________________________________________________
 JN0360  GEOID HEIGHT    -        -18.397 (meters)                     GEOID18
 JN0360  LAPLACE CORR    -        -15.42  (seconds)                    DEFLEC18
 JN0360  HORZ ORDER      -  SECOND
 JN0360
 JN0360.The horizontal coordinates were established by classical geodetic methods
 JN0360.and adjusted by the National Geodetic Survey in November 1997.
 JN0360
 JN0360.The orthometric height was scaled from a topographic map.
 JN0360
 JN0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0360.GEOID18 height accuracy estimate available here.
 JN0360
 JN0360.Click photographs - Photos may exist for this station.
 JN0360
 JN0360.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0360
 JN0360. The following values were computed from the NAD 83(1994) position.
 JN0360
 JN0360;                    North         East     Units Scale Factor Converg.
 JN0360;SPC UT S     - 3,153,668.549   512,622.168   MT  0.99996213   +0 05 17.2
 JN0360;SPC UT S     -10,346,660.90  1,681,827.90   sFT  0.99996213   +0 05 17.2
 JN0360;UTM  12      - 4,211,552.490   468,749.410   MT  0.99961203   -0 13 10.4
 JN0360
 JN0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0360!SPC UT S     -   0.99948196  x   0.99996213  =   0.99944411
 JN0360!UTM  12      -   0.99948196  x   0.99961203  =   0.99909419
 JN0360
 JN0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH6874911552(NAD 83)
 JN0360
 JN0360                          SUPERSEDED SURVEY CONTROL
 JN0360
 JN0360  NAD 83(1986)-  38 03 04.21559(N)    111 21 22.27998(W) AD(       ) 2
 JN0360  NAD 27      -  38 03 04.28400(N)    111 21 19.66800(W) AD(       ) 2
 JN0360
 JN0360.Superseded values are not recommended for survey control.
 JN0360
 JN0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0360.See file dsdata.pdf to determine how the superseded data were derived.
 JN0360
 JN0360_MARKER: DD = SURVEY DISK
 JN0360_SETTING: 0 = UNSPECIFIED SETTING
 JN0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0360
 JN0360  HISTORY     - Date     Condition        Report By
 JN0360  HISTORY     - 1934     MONUMENTED       USFS
 JN0360
 JN0360                          STATION DESCRIPTION
 JN0360
 JN0360'DESCRIBED BY US FOREST SERVICE 1934
 JN0360'FIVE MILES SOUTHWEST OF WILDCAT RANGER STATION, ABOUT 1 MILE
 JN0360'SOUTH OF BOWNS RESERVOIR, ON SOUTHEASTERN POINT OF RIM OF BOULDER
 JN0360'TOP.  TO REACH FROM TEASDALE, FOLLOW ROAD TO POWELL NATIONAL
 JN0360'FOREST EAST 8.6 MILES TO GROVER.  TURN SHARPLY TO RIGHT AT
 JN0360'RANCH HOUSE AND GO 0.4 MILE.  TAKE RIGHT FORK (SIGN READS
 JN0360'BOULDER 20, WILDCAT RANGER STATION 10) AND GO 11.2 MILES.  TURN
 JN0360'RIGHT OFF ROAD AND GO 0.1 MILE TO END OF TRUCK TRAVEL.
 JN0360'CONTINUE UP TRAIL TO SIGN TRAIL CARVED ON TREE WITH ARROW
 JN0360'CARVED BELOW IT.  TAKE RIGHT FORK AND CONTINUE TO OPEN
 JN0360'MEADOW AND SIGN BOULDER TOP 1 MILE, PLEASANT CREEK
 JN0360'MEADOW 4 MILES.  FOLLOW BOULDER TOP TRAIL 1.0 MILE TO TOP
 JN0360'OF RIM, THENCE DOWN RIDGE 100 YARDS TO STATION.
 JN0360'STATION BOWNS
 JN0360'POINT (U.S.F.S.) (SEE GEOGRAPHIC POSITION AND DESCRIPTION
 JN0360'THEREOF) IS 2.180 METERS (7.15 FEET) FROM STATION.
 JN0360'
 JN0360'STATION BOWNS POINT (USFS)--U.S. DEPARTMENT OF AGRICULTURE
 JN0360'FOREST SERVICE BRONZE TABLET, NOT STAMPED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0808 ***********************************************************************
 HN0808  DESIGNATION -  BOX
 HN0808  PID         -  HN0808
 HN0808  STATE/COUNTY-  UT/GARFIELD
 HN0808  COUNTRY     -  US
 HN0808  USGS QUAD   -  ESCALANTE (2017)
 HN0808
 HN0808                         *CURRENT SURVEY CONTROL
 HN0808  ______________________________________________________________________
 HN0808* NAD 83(1994) POSITION- 37 49 46.57604(N) 111 35 23.06175(W)   ADJUSTED
 HN0808* NAVD 88 ORTHO HEIGHT -  2295.4   (meters)     7531.    (feet) VERTCON3
 HN0808  ______________________________________________________________________
 HN0808  GEOID HEIGHT    -        -19.575 (meters)                     GEOID18
 HN0808  LAPLACE CORR    -         -2.81  (seconds)                    DEFLEC18
 HN0808  HORZ ORDER      -  THIRD
 HN0808
 HN0808.The horizontal coordinates were established by classical geodetic methods
 HN0808.and adjusted by the National Geodetic Survey in November 1997.
 HN0808
 HN0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0808
 HN0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0808.GEOID18 height accuracy estimate available here.
 HN0808
 HN0808.Click photographs - Photos may exist for this station.
 HN0808
 HN0808.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0808
 HN0808. The following values were computed from the NAD 83(1994) position.
 HN0808
 HN0808;                    North         East     Units Scale Factor Converg.
 HN0808;SPC UT S     - 3,129,070.825   492,100.151   MT  0.99995161   -0 03 17.9
 HN0808;SPC UT S     -10,265,959.87  1,614,498.58   sFT  0.99995161   -0 03 17.9
 HN0808;UTM  12      - 4,187,073.366   448,102.655   MT  0.99963317   -0 21 42.1
 HN0808
 HN0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0808!SPC UT S     -   0.99964301  x   0.99995161  =   0.99959463
 HN0808!UTM  12      -   0.99964301  x   0.99963317  =   0.99927631
 HN0808
 HN0808:                Primary Azimuth Mark                     Grid Az
 HN0808:SPC UT S     -  SKULL                                    301 54 13.4
 HN0808:UTM  12      -  SKULL                                    302 12 37.6
 HN0808
 HN0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG4810287073(NAD 83)
 HN0808
 HN0808|---------------------------------------------------------------------|
 HN0808| PID    Reference Object                     Distance      Geod. Az  |
 HN0808|                                                           dddmmss.s |
 HN0808| HN0809 SKULL                               APPROX.10.5 KM 3015055.5 |
 HN0808|---------------------------------------------------------------------|
 HN0808
 HN0808                          SUPERSEDED SURVEY CONTROL
 HN0808
 HN0808  NAD 83(1986)-  37 49 46.57248(N)    111 35 23.06596(W) AD(       ) 3
 HN0808  NAD 27      -  37 49 46.61955(N)    111 35 20.43322(W) AD(       ) 3
 HN0808  NGVD 29 (07/19/86) 2294.2    (m)         7527.     (f) VERT ANG       
 HN0808
 HN0808.Superseded values are not recommended for survey control.
 HN0808
 HN0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0808.See file dsdata.pdf to determine how the superseded data were derived.
 HN0808
 HN0808_MARKER: DD = SURVEY DISK
 HN0808_SETTING: 66 = SET IN ROCK OUTCROP
 HN0808_STAMPING: BOX 1959
 HN0808_MARK LOGO: USGS
 HN0808_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0808+STABILITY: POSITION/ELEVATION WELL
 HN0808
 HN0808  HISTORY     - Date     Condition        Report By
 HN0808  HISTORY     - 1959     MONUMENTED       USGS
 HN0808
 HN0808                          STATION DESCRIPTION
 HN0808
 HN0808'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0808'LOCATED ABOUT 5 MI. (AIRLINE) NNE. OF ESCALANTE, ABOUT 4.0 MI. N. OF
 HN0808'THE ESCALANTE RIVER ON A RED SANDSTONE MESA TYPE TOP, ON THE E. EDGE
 HN0808'OF MESA, ABOUT 40 FT. N. OF THE S. RIM OF MESA, ON HIGHEST PART OF
 HN0808'TOP.  STATION REACHED BY HELICOPTER.
 HN0808'
 HN0808'STATION MARK--STANDARD TABLET, STAMPED ---BOX 1959---, CEMENTED IN
 HN0808'DRILL HOLE IN SANDSTONE OUTCROP FLUSH WITH GROUND.
 HN0808'
 HN0808'REFERENCE MARK NO. 1--COPPER NAIL WITH WASHER, WEDGED IN SANDSTONE
 HN0808'ROCK, 21.41 FT. FROM STATION MARK, N 49 DEG 45 MIN W.
 HN0808'
 HN0808'REFERENCE MARK NO. 2--COPPER NAIL WITH WASHER, DRIVEN IN TRUNK OF A
 HN0808'12 IN. TREE, 24.87 FT. FROM STATION MARK, AND 3.5 FT. ABOVE GROUND,
 HN0808'N 23 DEG 55 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0683 ***********************************************************************
 MS0683  DESIGNATION -  BOX
 MS0683  PID         -  MS0683
 MS0683  STATE/COUNTY-  UT/BOX ELDER
 MS0683  COUNTRY     -  US
 MS0683  USGS QUAD   -  PORTAGE (2017)
 MS0683
 MS0683                         *CURRENT SURVEY CONTROL
 MS0683  ______________________________________________________________________
 MS0683* NAD 83(1994) POSITION- 41 59 16.36624(N) 112 11 28.12208(W)   ADJUSTED
 MS0683* NAVD 88 ORTHO HEIGHT -  1440.7   (meters)     4727.    (feet) VERTCON3
 MS0683  ______________________________________________________________________
 MS0683  GEOID HEIGHT    -        -14.721 (meters)                     GEOID18
 MS0683  LAPLACE CORR    -          8.74  (seconds)                    DEFLEC18
 MS0683  HORZ ORDER      -  SECOND
 MS0683
 MS0683.The horizontal coordinates were established by classical geodetic methods
 MS0683.and adjusted by the National Geodetic Survey in November 1997.
 MS0683
 MS0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0683
 MS0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0683.GEOID18 height accuracy estimate available here.
 MS0683
 MS0683.Click photographs - Photos may exist for this station.
 MS0683
 MS0683.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0683
 MS0683. The following values were computed from the NAD 83(1994) position.
 MS0683
 MS0683;                    North         East     Units Scale Factor Converg.
 MS0683;SPC UT N     - 1,183,975.394   442,725.579   MT  1.00003961   -0 27 20.6
 MS0683;SPC UT N     - 3,884,425.94  1,452,508.84   sFT  1.00003961   -0 27 20.6
 MS0683;UTM  12      - 4,649,116.665   401,332.725   MT  0.99971979   -0 47 48.9
 MS0683
 MS0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0683!SPC UT N     -   0.99977640  x   1.00003961  =   0.99981600
 MS0683!UTM  12      -   0.99977640  x   0.99971979  =   0.99949626
 MS0683
 MS0683:                Primary Azimuth Mark                     Grid Az
 MS0683:SPC UT N     -  BOX AZ MK                                325 50 01.9
 MS0683:UTM  12      -  BOX AZ MK                                326 10 30.2
 MS0683
 MS0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM0133249116(NAD 83)
 MS0683
 MS0683|---------------------------------------------------------------------|
 MS0683| PID    Reference Object                     Distance      Geod. Az  |
 MS0683|                                                           dddmmss.s |
 MS0683| CM5215 BOX RM 1                             14.053 METERS 07835     |
 MS0683| CM5216 BOX RM 2                             11.164 METERS 17108     |
 MS0683| CM5214 BOX AZ MK                                          3252241.3 |
 MS0683|---------------------------------------------------------------------|
 MS0683
 MS0683                          SUPERSEDED SURVEY CONTROL
 MS0683
 MS0683  NAD 83(1993)-  41 59 16.36248(N)    112 11 28.11311(W) AD(       ) 2
 MS0683  NAD 83(1986)-  41 59 16.36082(N)    112 11 28.11200(W) AD(       ) 2
 MS0683  NAD 27      -  41 59 16.63580(N)    112 11 25.25230(W) AD(       ) 2
 MS0683  NGVD 29 (08/09/96) 1439.6    (m)         4723.     (f) VERT ANG       
 MS0683  NGVD 29 (07/19/86) 1439.7    (m)         4723.     (f) VERT ANG       
 MS0683
 MS0683.Superseded values are not recommended for survey control.
 MS0683
 MS0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0683.See file dsdata.pdf to determine how the superseded data were derived.
 MS0683
 MS0683_MARKER: DS = TRIANGULATION STATION DISK
 MS0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0683+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2009
 MS0683
 MS0683  HISTORY     - Date     Condition        Report By
 MS0683  HISTORY     - 1960     MONUMENTED       CGS
 MS0683  HISTORY     - 1963     GOOD             CGS
 MS0683  HISTORY     - 1963     GOOD             USGS
 MS0683  HISTORY     - 20090925 GOOD             BLM
 MS0683
 MS0683                          STATION DESCRIPTION
 MS0683
 MS0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 MS0683'THE STATION IS 14 MILES SOUTH OF MALAD, IDAHO AND 3 MILES
 MS0683'EAST OF PORTAGE, UTAH, 1 MILE SOUTH OF THE UTAH-IDAHO STATE
 MS0683'LINE AND ON THE CREST OF THE FIRST PROMINENT RIDGE SOUTH OF
 MS0683'THE STATE LINE 0.3 MILE EAST OF U.S. HIGHWAY 191.
 MS0683'
 MS0683'THE STATION MARK AND UNDERGROUND MARK, STAMPED BOX 1960, ARE
 MS0683'STANDARD DISKS WITH THE SURFACE MARK SET IN A CYLINDRICAL
 MS0683'CONCRETE MONUMENT PROJECTING 2 INCHES, 70 FEET NORTH OF AN
 MS0683'EAST-WEST FENCE LINE AND 6 FEET WEST OF A METAL WITNESS POST
 MS0683'WITH SIGN ATTACHED.
 MS0683'
 MS0683'REFERENCE MARK 1, STAMPED BOX NO 1 1960, IS A STANDARD DISK SET
 MS0683'IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING 2 INCHES AND
 MS0683'70 FEET NORTH OF THE EAST-WEST FENCE LINE.
 MS0683'
 MS0683'REFERENCE MARK 2, STAMPED BOX NO 2 1960, IS A STANDARD DISK
 MS0683'SET IN A CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 MS0683'ABOUT 1 FOOT LOWER THAN THE STATION AND 34 FEET NORTH OF THE
 MS0683'EAST-WEST FENCE LINE.
 MS0683'
 MS0683'THE AZIMUTH MARK, STAMPED BOX 1960, IS A STANDARD DISK CEMENTED
 MS0683'IN A DRILL HOLE AND FLUSH WITH THE SURFACE OF THE GROUND.
 MS0683'IT IS 0.3 MILE SOUTH OF THE UTAH-IDAHO STATE LINE, 103 FEET
 MS0683'EAST OF THE CENTER LINE OF U.S. HIGHWAY 191, 8 FEET SOUTHEAST
 MS0683'OF A METAL WITNESS POST WITH SIGN ATTACHED AND 4 FEET EAST OF THE
 MS0683'EAST RIGHT OF WAY FENCE LINE AT A STEEL GATE.
 MS0683'
 MS0683'TO REACH THE STATION FROM THE UTAH-IDAHO STATE LINE, PROCEED
 MS0683'SOUTH ALONG U.S. HIGHWAY 191 FOR 0.3 MILES TO THE AZIMUTH MARK
 MS0683'ON THE LEFT, EAST, SIDE OF THE HIGHWAY, CONTINUE SOUTH FOR
 MS0683'0.35 MILE TO A RANCH ON THE LEFT, EAST, TURN LEFT INTO THE
 MS0683'RANCH YARDS AND PASSING ALONG THE SOUTH SIDE OF THE HOUSE, BARNS
 MS0683'AND A BOARD FENCE FOR 0.1 MILE TO A WOODEN GATE, THE STATION
 MS0683'IS ON THE CREST OF THE RIDGE TO THE SOUTHEAST.  WITH A 4-WHEEL
 MS0683'DRIVE VEHICLE FOLLOW THE TRACK ROAD SOUTHEAST FOR 0.5 MILES TO
 MS0683'THE CREST OF THE RIDGE AND THE STATION SITE.
 MS0683
 MS0683                          STATION RECOVERY (1963)
 MS0683
 MS0683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MS0683'ALL MARKS WERE RECOVERED AS DESCRIBED.  THE DESCRIPTION TO
 MS0683'REACH THE STATION IS ADEQUATE.
 MS0683
 MS0683                          STATION RECOVERY (1963)
 MS0683
 MS0683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MS0683'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 41112-1,
 MS0683'STATION 1001.
 MS0683
 MS0683                          STATION RECOVERY (2009)
 MS0683
 MS0683'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 2009
 MS0683'ROADS IN AREA HAVE CHANGED DUE TO LARGE POWERLINE CONSTRUCTION.
 MS0683'MONUMENT FALLS APPROX. 30 FEET NORTH OF NEW POWERLINE ACCESS ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0688 ***********************************************************************
 MS0688  DESIGNATION -  BOX
 MS0688  PID         -  MS0688
 MS0688  STATE/COUNTY-  UT/BOX ELDER
 MS0688  COUNTRY     -  US
 MS0688  USGS QUAD   -  HONEYVILLE (2017)
 MS0688
 MS0688                         *CURRENT SURVEY CONTROL
 MS0688  ______________________________________________________________________
 MS0688* NAD 83(1994) POSITION- 41 38 08.26111(N) 112 00 52.37614(W)   ADJUSTED
 MS0688* NAVD 88 ORTHO HEIGHT -  2857.9   (meters)     9376.    (feet) VERTCON3
 MS0688  ______________________________________________________________________
 MS0688  GEOID HEIGHT    -        -15.545 (meters)                     GEOID18
 MS0688  LAPLACE CORR    -         13.91  (seconds)                    DEFLEC18
 MS0688  HORZ ORDER      -  FIRST
 MS0688
 MS0688.The horizontal coordinates were established by classical geodetic methods
 MS0688.and adjusted by the National Geodetic Survey in November 1997.
 MS0688
 MS0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0688
 MS0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0688.GEOID18 height accuracy estimate available here.
 MS0688
 MS0688.Click photographs - Photos may exist for this station.
 MS0688
 MS0688.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0688
 MS0688. The following values were computed from the NAD 83(1994) position.
 MS0688
 MS0688;                    North         East     Units Scale Factor Converg.
 MS0688;SPC UT N     - 1,144,749.871   457,128.030   MT  0.99997936   -0 20 21.4
 MS0688;SPC UT N     - 3,755,733.54  1,499,760.88   sFT  0.99997936   -0 20 21.4
 MS0688;UTM  12      - 4,609,818.799   415,499.318   MT  0.99968787   -0 40 26.7
 MS0688
 MS0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0688!SPC UT N     -   0.99955438  x   0.99997936  =   0.99953375
 MS0688!UTM  12      -   0.99955438  x   0.99968787  =   0.99924239
 MS0688
 MS0688:                Primary Azimuth Mark                     Grid Az
 MS0688:SPC UT N     -  WELLSVILLE                               005 09 32.3
 MS0688:UTM  12      -  WELLSVILLE                               005 29 37.6
 MS0688
 MS0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM1549909818(NAD 83)
 MS0688
 MS0688|---------------------------------------------------------------------|
 MS0688| PID    Reference Object                     Distance      Geod. Az  |
 MS0688|                                                           dddmmss.s |
 MS0688| CM6746 WELLSVILLE                                         0044910.9 |
 MS0688| MR0739 AMALGA ROCKY MTN DAIRY STACK        APPROX.26.0 KM 0240254.8 |
 MS0688| MR0736 LOGAN MUN AIRPORT BEACON            APPROX.21.1 KM 0390849.0 |
 MS0688| CM5218 BOX RM 2                              5.155 METERS 06611     |
 MS0688| MS0691 BRIGHAM CITY BOX TABERNA SPIRE      APPROX.14.5 KM 1800942.1 |
 MS0688| CM5217 BOX RM 1                              3.914 METERS 31721     |
 MS0688|---------------------------------------------------------------------|
 MS0688
 MS0688                          SUPERSEDED SURVEY CONTROL
 MS0688
 MS0688  NAD 83(1993)-  41 38 08.26093(N)    112 00 52.37285(W) AD(       ) 1
 MS0688  NAD 83(1986)-  41 38 08.25209(N)    112 00 52.36420(W) AD(       ) 1
 MS0688  NAD 27      -  41 38 08.50050(N)    112 00 49.55200(W) AD(       ) 1
 MS0688  NGVD 29 (07/19/86) 2856.7    (m)         9372.     (f) VERT ANG       
 MS0688
 MS0688.Superseded values are not recommended for survey control.
 MS0688
 MS0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0688.See file dsdata.pdf to determine how the superseded data were derived.
 MS0688
 MS0688_MARKER: DD = SURVEY DISK
 MS0688_SETTING: 66 = SET IN ROCK OUTCROP
 MS0688_STAMPING: BOX 1954
 MS0688_MARK LOGO: USGS
 MS0688_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0688+STABILITY: POSITION/ELEVATION WELL
 MS0688
 MS0688  HISTORY     - Date     Condition        Report By
 MS0688  HISTORY     - 1963     MONUMENTED       USGS
 MS0688  HISTORY     - 20250705 POOR             PEAKBG
 MS0688
 MS0688                          STATION DESCRIPTION
 MS0688
 MS0688'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (JCC)
 MS0688'THE STATION IS LOCATED ABOUT 12-1/2 MILES WEST OF LOGAN,
 MS0688'9-1/2 MILES SOUTHEAST OF TREMONTON, 3-1/2 MILES WEST NORTHWEST
 MS0688'OF WELLSVILLE ON THE HIGHEST POINT OF A RANGE OF MOUNTAINS
 MS0688'THAT IS BETWEEN U.S. HIGHWAYS 191 AND 89-91 AND ON THE CACHE-BOX
 MS0688'ELDER COUNTY LINE.
 MS0688'
 MS0688'TO REACH THE STATION FROM THE POST OFFICE IN MENDON GO SOUTH
 MS0688'FOR 0.5 MILE TO A FORK, TAKE THE RIGHT FORK STRAIGHT AHEAD
 MS0688'FOR 0.1 MILE TO UTAH STATE HIGHWAY 23.  CONTINUE STRAIGHT
 MS0688'AHEAD CROSSING THE HIGHWAY FOR 0.1 MILE ON A GRAVELED ROAD
 MS0688'TO A FORK.  TAKE THE RIGHT FORK AND GO 0.9 MILE TO A FORK,
 MS0688'TAKE THE RIGHT FORK AND GO 0.35 MILE TO A WIRE GATE.  PASS
 MS0688'THROUGH THE GATE AND GO 2.25 MILES TO COLD WATER SPRINGS AND
 MS0688'THE END OF THE ROAD.  PACK HORSES WERE USED TO GO TO THE
 MS0688'CABIN AT THE END OF HORSE TRAVEL AND WERE RENTED FROM DUNBAR
 MS0688'STABLES IN LOGAN.  GO SOUTHERLY UP THE TRAIL FOR 1/2 HOUR
 MS0688'TO COLD WATER LAKE, THENCE SOUTHEAST FOR 5 MINUTES TO A
 MS0688'FORK IN THE TRAIL AND SIGN ON TREE TRAIL.  TAKE THE RIGHT
 MS0688'FORK UP HILL AND FOLLOW THE TRAIL FOR ABOUT 2 HOURS TO
 MS0688'STEWARTS PASS AND SIGN DIVIDE TRAIL WELLSVILLE CONE-3 DEEP
 MS0688'CAN.  GO LEFT, EASTERLY, ON THE DIVIDE TRAIL AROUND
 MS0688'WELLSVILLE CONE FOR ABOUT 1 HOUR TO TWIN PEAKS SPRING
 MS0688'AND AN OLD CABIN IN A SMALL BASIN AT THE BASE OF THREE
 MS0688'PEAKS.  THIS IS THE END OF HORSE TRAVEL AND THERE IS GOOD
 MS0688'WATER AND CAMP SITE HERE.  FROM THE BASIN PACK WEST TO
 MS0688'THE BARE SADDLE THAT IS JUST WEST OF THE BASIN THENCE
 MS0688'SOUTHERLY UP THE RIDGE TO THE HIGHEST POINT AND THE
 MS0688'STATION.  A 3-1/2 HOUR HORSE PACK AND 1-1/2 HOUR BACK
 MS0688'PACK.  TO REACH THE AZIMUTH MARK FROM THE BARE SADDLE
 MS0688'PACK NORTHERLY UP THE RIDGE TO THE HIGHEST POINT AND THE
 MS0688'MARK.
 MS0688'
 MS0688'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 MS0688'BOX 1954, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH
 MS0688'THE GROUND.  IT IS 8.3 FEET NORTHEAST OF A 3-FOOT CAIRN.
 MS0688'
 MS0688'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 MS0688'DISK, STAMPED BOX NO 1 1954, CEMENTED IN A DRILL HOLE IN A BOULDER
 MS0688'1 BY 2 FEET IN CROSS SECTION AND PROJECTING 3 INCHES.  IT
 MS0688'IS 11.9 FEET NORTH OF THE CAIRN AND ABOUT 6 INCHES LOWER
 MS0688'THAN THE STATION.
 MS0688'
 MS0688'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BOX USGS NO 2
 MS0688'1963, CEMENTED IN A DRILL HOLE IN BEDROCK 4 BY 1 FEET IN CROSS
 MS0688'SECTION FLUSH WITH THE GROUND.  IT IS ABOUT 6 INCHES LOWER
 MS0688'THAN THE STATION.
 MS0688'
 MS0688'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 MS0688'WELLSVILLE 1958, CEMENTED IN A DRILL HOLE IN A BOULDER 1 FOOT
 MS0688'BY 6 INCHES IN CROSS SECTION AND PROJECTING 1 INCH ABOVE THE
 MS0688'GROUND.  IT IS ON THE HIGHEST POINT OF A ROUNDED PEAK KNOWN
 MS0688'AS WELLSVILLE CONE, 1.0 FEET SOUTH OF A 2-FOOT CAIRN.
 MS0688
 MS0688                          STATION RECOVERY (2025)
 MS0688
 MS0688'RECOVERY NOTE BY PEAK BAGGER 2025 (DG)
 MS0688'STATION MARK AND BOTH REFERENCE MARKS FOUND IN SLIGHTLY DAMAGED
 MS0688'CONDITION NEAR CAIRN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0689 ***********************************************************************
 MS0689  DESIGNATION -  BOX ELDER PK=WILLARD PK CAIRN
 MS0689  PID         -  MS0689
 MS0689  STATE/COUNTY-  UT/BOX ELDER
 MS0689  COUNTRY     -  US
 MS0689  USGS QUAD   -  HONEYVILLE (2017)
 MS0689
 MS0689                         *CURRENT SURVEY CONTROL
 MS0689  ______________________________________________________________________
 MS0689* NAD 83(1994) POSITION- 41 38 08.41601(N) 112 00 52.27642(W)   ADJUSTED
 MS0689  ______________________________________________________________________
 MS0689  GEOID HEIGHT    -        -15.545 (meters)                     GEOID18
 MS0689  LAPLACE CORR    -         13.83  (seconds)                    DEFLEC18
 MS0689  HORZ ORDER      -  THIRD
 MS0689
 MS0689.The horizontal coordinates were established by classical geodetic methods
 MS0689.and adjusted by the National Geodetic Survey in November 1997.
 MS0689
 MS0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0689.GEOID18 height accuracy estimate available here.
 MS0689
 MS0689.Click photographs - Photos may exist for this station.
 MS0689
 MS0689.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0689
 MS0689. The following values were computed from the NAD 83(1994) position.
 MS0689
 MS0689;                    North         East     Units Scale Factor Converg.
 MS0689;SPC UT N     - 1,144,754.637   457,130.366   MT  0.99997937   -0 20 21.3
 MS0689;SPC UT N     - 3,755,749.17  1,499,768.54   sFT  0.99997937   -0 20 21.3
 MS0689;UTM  12      - 4,609,823.549   415,501.681   MT  0.99968786   -0 40 26.7
 MS0689
 MS0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM1550109823(NAD 83)
 MS0689
 MS0689                          SUPERSEDED SURVEY CONTROL
 MS0689
 MS0689  NAD 83(1993)-  41 38 08.41440(N)    112 00 52.27916(W) AD(       ) 3
 MS0689  NAD 83(1986)-  41 38 08.39874(N)    112 00 52.26846(W) AD(       ) 3
 MS0689  NAD 27      -  41 38 08.65000(N)    112 00 49.41000(W) AD(       ) 3
 MS0689  USSD        -  41 38 09.52000(N)    112 00 49.96900(W) AD(       ) 3
 MS0689
 MS0689.Superseded values are not recommended for survey control.
 MS0689
 MS0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0689.See file dsdata.pdf to determine how the superseded data were derived.
 MS0689
 MS0689_MARKER: 72 = CAIRN
 MS0689
 MS0689  HISTORY     - Date     Condition        Report By
 MS0689  HISTORY     - 1888     FIRST OBSERVED   CGS
 MS0689
 MS0689                          STATION DESCRIPTION
 MS0689
 MS0689'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0392 ***********************************************************************
 JN0392  DESIGNATION -  BOYD
 JN0392  PID         -  JN0392
 JN0392  STATE/COUNTY-  UT/GRAND
 JN0392  COUNTRY     -  US
 JN0392  USGS QUAD   -  GREEN RIVER NE (2017)
 JN0392
 JN0392                         *CURRENT SURVEY CONTROL
 JN0392  ______________________________________________________________________
 JN0392* NAD 83(1994) POSITION- 38 58 44.27147(N) 110 06 41.91096(W)   ADJUSTED
 JN0392* NAVD 88 ORTHO HEIGHT -  1317.3   (meters)     4322.    (feet) VERTCON3
 JN0392  ______________________________________________________________________
 JN0392  GEOID HEIGHT    -        -20.221 (meters)                     GEOID18
 JN0392  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 JN0392  HORZ ORDER      -  FIRST
 JN0392
 JN0392.The horizontal coordinates were established by classical geodetic methods
 JN0392.and adjusted by the National Geodetic Survey in November 1997.
 JN0392
 JN0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0392
 JN0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0392.GEOID18 height accuracy estimate available here.
 JN0392
 JN0392.Click photographs - Photos may exist for this station.
 JN0392
 JN0392.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0392
 JN0392. The following values were computed from the NAD 83(1994) position.
 JN0392
 JN0392;                    North         East     Units Scale Factor Converg.
 JN0392;SPC UT C     - 2,072,612.625   620,300.384   MT  1.00000952   +0 53 21.7
 JN0392;SPC UT C     - 6,799,896.59  2,035,102.18   sFT  1.00000952   +0 53 21.7
 JN0392;UTM  12      - 4,314,817.488   576,947.905   MT  0.99967291   +0 33 31.8
 JN0392
 JN0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0392!SPC UT C     -   0.99979654  x   1.00000952  =   0.99980605
 JN0392!UTM  12      -   0.99979654  x   0.99967291  =   0.99946951
 JN0392
 JN0392:                Primary Azimuth Mark                     Grid Az
 JN0392:SPC UT C     -  GREEN RIVER US ARMY MET TOWER            142 39 22.0
 JN0392:UTM  12      -  GREEN RIVER US ARMY MET TOWER            142 59 11.9
 JN0392
 JN0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ7694714817(NAD 83)
 JN0392
 JN0392|---------------------------------------------------------------------|
 JN0392| PID    Reference Object                     Distance      Geod. Az  |
 JN0392|                                                           dddmmss.s |
 JN0392| CM6123 BOYD RM 1                            42.773 METERS 08020     |
 JN0392| JN0394 BOYD A POINT                         14.453 METERS 09201     |
 JN0392| JN0386 GREEN RIV WHITE SAND M RNG MST      383.949 METERS 10908     |
 JN0392| JN0388 GREEN RIVER US ARMY MET TOWER       APPROX. 5.1 KM 1433243.7 |
 JN0392| JN0393 BOYD RM 2                            20.601 METERS 28707     |
 JN0392|---------------------------------------------------------------------|
 JN0392
 JN0392                          SUPERSEDED SURVEY CONTROL
 JN0392
 JN0392  NAD 83(1986)-  38 58 44.25959(N)    110 06 41.90525(W) AD(       ) 1
 JN0392  NAD 27      -  38 58 44.36090(N)    110 06 39.43329(W) AD(       ) 1
 JN0392  NGVD 29 (07/19/86) 1316.3    (m)         4319.     (f) VERT ANG       
 JN0392
 JN0392.Superseded values are not recommended for survey control.
 JN0392
 JN0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0392.See file dsdata.pdf to determine how the superseded data were derived.
 JN0392
 JN0392_MARKER: DS = TRIANGULATION STATION DISK
 JN0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0392_STAMPING: BOYD 1966
 JN0392_MARK LOGO: CGS
 JN0392_PROJECTION: PROJECTING 8 CENTIMETERS
 JN0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0392+STABILITY: SURFACE MOTION
 JN0392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0392+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2019
 JN0392
 JN0392  HISTORY     - Date     Condition        Report By
 JN0392  HISTORY     - 1966     MONUMENTED       CGS
 JN0392  HISTORY     - 1974     GOOD             NGS
 JN0392  HISTORY     - 1986     GOOD
 JN0392  HISTORY     - 20091107 GOOD             GEOCAC
 JN0392  HISTORY     - 20190923 GOOD             NGSTM
 JN0392
 JN0392                          STATION DESCRIPTION
 JN0392
 JN0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 JN0392'THE STATION IS LOCATED ABOUT 2 MILES EAST OF GREEN RIVER
 JN0392'AT THE GREEN RIVER TEST COMPLEX OF THE WHITE SANDS MISSLE
 JN0392'RANGE.
 JN0392'
 JN0392'TO REACH THE STATION FROM THE POST OFFICE IN GREEN RIVER,
 JN0392'GO NORTH FOR 0.1 MILE TO THE JUNCTION OF BROADWAY AND U.S.
 JN0392'HIGHWAYS 6 AND 50, TURN RIGHT AND GO EAST ON U.S. HIGHWAYS
 JN0392'6 AND 50 FOR 3.25 MILES TO A PAVED SIDE ROAD LEADING TO
 JN0392'THE RIGHT, TURN RIGHT AND GO SOUTH FOR 0.6 MILE TO A SECURITY
 JN0392'GUARD GATE, PASS THROUGH THE GATE AND BEAR SHARP LEFT FOR
 JN0392'0.05 MILE, TURN RIGHT AND GO ALONG EAST SIDE OF RADAR BUILDINGS
 JN0392'FOR ABOUT 0.05 MILE TO THE SOUTHEAST CORNER OF RANGER
 JN0392'COMMUNICATIONS STATION BUILDING NUMBER 401 AND STATION ON
 JN0392'THE LEFT.
 JN0392'
 JN0392'STATION MARK IS A STANDARD DISK, STAMPED BOYD 1966, SET IN
 JN0392'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 JN0392'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 133 FEET EAST
 JN0392'SOUTHEAST OF THE SOUTHEAST CORNER OF RANGER COMMUNICATIONS
 JN0392'STATION BUILDING NUMBER 401, 32 FEET SOUTHEAST OF A BURIED
 JN0392'CABLE SIGN, 21 FEET NORTH OF A RIDGE AND 4.8 FEET SOUTHEAST
 JN0392'OF A WITNESS POST.
 JN0392'
 JN0392'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOYD NO 1 1966,
 JN0392'CEMENTED IN A DRILL HOLE, IN THE NORTH CORNER OF A CONCRETE SLAB
 JN0392'THAT IS 6 BY 12 FEET IN DIAMETER AND IS USED FOR A DOOR STEP
 JN0392'TO BUILDING NUMBER 50320.  IT IS 69 FEET SOUTH OF THE CENTERLINE
 JN0392'OF THE EAST-WEST PAVED ROAD, 11.3 FEET NORTHWEST OF THE
 JN0392'SOUTHWEST CORNER OF THE BUILDING, 8 FEET NORTHWEST OF THE
 JN0392'CENTER OF THE SOUTHWEST DOOR AND ABOUT 2 FEET LOWER IN
 JN0392'ELEVATION THAN THE STATION.
 JN0392'
 JN0392'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BOYD NO 2 1966,
 JN0392'CEMENTED IN A DRILL HOLE, IN A 12 BY 12 FOOT CONCRETE SLAB,
 JN0392'IN THE NORTHEAST CORNER.  IT IS 77 FEET SOUTHEAST OF THE
 JN0392'SOUTHEAST CORNER OF RANGER COMMUNICATIONS STATION BUILDING
 JN0392'NUMBER 401, 53 FEET NORTH OF THE SOUTH EDGE OF THE RIDGE
 JN0392'AND ABOUT THE SAME ELEVATION AS THE STATION.
 JN0392
 JN0392                          STATION RECOVERY (1974)
 JN0392
 JN0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 JN0392'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 JN0392'IN GOOD CONDITION, THE DIRECTIONS AND DISTANCES TO THE MARKS
 JN0392'COMPARED WITH THE OLD DATA.  A NEW AND COMPLETE DESCRIPTION
 JN0392'FOLLOWS--
 JN0392'
 JN0392'STATION IS LOCATED ABOUT 2 MILES EAST OF GREEN RIVER, 0.6
 JN0392'MILE SOUTH OF U.S. HIGHWAYS 6 AND 50 AND ON THE GREEN RIVER
 JN0392'TEST COMPLEX OF THE WHITE SANDS MISSILE RANGE.
 JN0392'
 JN0392'TO REACH FROM THE GREEN RIVER POST OFFICE, GO NORTH ON BROADWAY
 JN0392'FOR 0.1 MILE TO U.S. HIGHWAYS 6 AND 50 (THIRD STREET).  TURN
 JN0392'RIGHT AND GO EAST ON U.S. HIGHWAYS 6 AND 50 FOR 3.55 MILES
 JN0392'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.05 MILE
 JN0392'TO RAILROAD TRACKS.  CONTINUE SOUTH ON THE ROAD FOR 0.1 MILE
 JN0392'TO A LOCKED GATE.  PASS THROUGH AND CONTINUE SOUTH UPHILL
 JN0392'FOR 0.5 MILE TO A SIDE ROAD LEFT AND RADAR BUILDINGS.  THE
 JN0392'STATION IS ABOUT 150 FEET SOUTH OF THE ROAD.
 JN0392'
 JN0392'STATION MARK IS A STANDARD DISK STAMPED BOYD 1966, SET IN THE
 JN0392'TOP OF A 12 INCH DIAMETER CONCRETE POST THAT PROJECTS 3
 JN0392'INCHES ABOVE GROUND SURFACE.  IT IS 147.0 FEET SOUTH OF
 JN0392'CENTER OF THE ROAD, 139.0 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 JN0392'CORNER OF A BUILDING AND 4 FEET SOUTH OF A METAL WITNESS
 JN0392'POST.
 JN0392'
 JN0392'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOYD NO 1 1966,
 JN0392'CEMENTED IN THE NORTH CORNER OF A SIDEWALK FLUSH WITH THE
 JN0392'SURFACE.  IT 132.0 FEET EAST-NORTHEAST OF A METAL WITNESS
 JN0392'POST, 67.0 FEET SOUTH OF CENTER OF THE ROAD, 11.0 FEET NORTH
 JN0392'OF THE SOUTHWEST CORNER OF THE BUILDING AND ABOUT 2 FEET
 JN0392'LOWER IN ELEVATION THAN STATION.
 JN0392'
 JN0392'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BOYD NO 2 1966,
 JN0392'CEMENTED IN A DRILL HOLE IN A 12X12 FOOT CONCRETE SLAB, SET
 JN0392'FLUSH.  IT IS 162.0 FEET SOUTH OF CENTER OF THE ROAD, 66.0
 JN0392'FEET WEST OF A METAL WITNESS POST, 59.0 FEET SOUTHEAST OF
 JN0392'THE SOUTHEAST CORNER OF A BUILDING AND ABOUT THE SAME ELEVATION
 JN0392'AS THE STATION.
 JN0392'
 JN0392'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 JN0392'EAST OF GREEN RIVER
 JN0392
 JN0392                          STATION RECOVERY (1986)
 JN0392
 JN0392'RECOVERED 1986
 JN0392'RECOVERED IN GOOD CONDITION.
 JN0392
 JN0392                          STATION RECOVERY (2009)
 JN0392
 JN0392'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JN0392'MILITARY TEST COMPLEX HAS BEEN ABANDONED.
 JN0392
 JN0392                          STATION RECOVERY (2019)
 JN0392
 JN0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (DW)
 JN0392'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0393 ***********************************************************************
 JN0393  DESIGNATION -  BOYD RM 2
 JN0393  PID         -  JN0393
 JN0393  STATE/COUNTY-  UT/GRAND
 JN0393  COUNTRY     -  US
 JN0393  USGS QUAD   -  GREEN RIVER NE (2017)
 JN0393
 JN0393                         *CURRENT SURVEY CONTROL
 JN0393  ______________________________________________________________________
 JN0393* NAD 83(1994) POSITION- 38 58 44.46816(N) 110 06 42.72888(W)   ADJUSTED
 JN0393* NAVD 88 ORTHO HEIGHT -  1317.    (meters)     4321.    (feet) SCALED
 JN0393  ______________________________________________________________________
 JN0393  GEOID HEIGHT    -        -20.221 (meters)                     GEOID18
 JN0393  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 JN0393  HORZ ORDER      -  SECOND
 JN0393
 JN0393.The horizontal coordinates were established by classical geodetic methods
 JN0393.and adjusted by the National Geodetic Survey in November 1997.
 JN0393
 JN0393.The orthometric height was scaled from a topographic map.
 JN0393
 JN0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0393.GEOID18 height accuracy estimate available here.
 JN0393
 JN0393.Click photographs - Photos may exist for this station.
 JN0393
 JN0393.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0393
 JN0393. The following values were computed from the NAD 83(1994) position.
 JN0393
 JN0393;                    North         East     Units Scale Factor Converg.
 JN0393;SPC UT C     - 2,072,618.384   620,280.605   MT  1.00000950   +0 53 21.1
 JN0393;SPC UT C     - 6,799,915.48  2,035,037.28   sFT  1.00000950   +0 53 21.1
 JN0393;UTM  12      - 4,314,823.359   576,928.166   MT  0.99967287   +0 33 31.3
 JN0393
 JN0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0393!SPC UT C     -   0.99979658  x   1.00000950  =   0.99980608
 JN0393!UTM  12      -   0.99979658  x   0.99967287  =   0.99946952
 JN0393
 JN0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ7692814823(NAD 83)
 JN0393
 JN0393                          SUPERSEDED SURVEY CONTROL
 JN0393
 JN0393  NAD 83(1986)-  38 58 44.45629(N)    110 06 42.72317(W) AD(       ) 2
 JN0393  NAD 27      -  38 58 44.55768(N)    110 06 40.25122(W) AD(       ) 2
 JN0393
 JN0393.Superseded values are not recommended for survey control.
 JN0393
 JN0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0393.See file dsdata.pdf to determine how the superseded data were derived.
 JN0393
 JN0393_MARKER: DS = TRIANGULATION STATION DISK
 JN0393_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JN0393_SP_SET: SLAB
 JN0393_STAMPING: BOYD NO 2 1966
 JN0393_MARK LOGO: CGS
 JN0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0393+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2019
 JN0393
 JN0393  HISTORY     - Date     Condition        Report By
 JN0393  HISTORY     - 1966     MONUMENTED       CGS
 JN0393  HISTORY     - 20091107 GOOD             GEOCAC
 JN0393  HISTORY     - 20190923 GOOD             NGSTM
 JN0393
 JN0393                          STATION DESCRIPTION
 JN0393
 JN0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JN0393'THE STATION IS LOCATED ABOUT 2 MILES EAST OF GREEN RIVER
 JN0393'AT THE GREEN RIVER TEST COMPLEX OF THE WHITE SANDS MISSLE
 JN0393'RANGE.
 JN0393'
 JN0393'TO REACH THE STATION FROM THE POST OFFICE IN GREEN RIVER,
 JN0393'GO NORTH FOR 0.1 MILE TO THE JUNCTION OF BROADWAY AND U.S.
 JN0393'HIGHWAYS 6 AND 50, TURN RIGHT AND GO EAST ON U.S. HIGHWAYS
 JN0393'6 AND 50 FOR 3.25 MILES TO A PAVED SIDE ROAD LEADING TO
 JN0393'THE RIGHT, TURN RIGHT AND GO SOUTH FOR 0.6 MILE TO A SECURITY
 JN0393'GUARD GATE, PASS THROUGH THE GATE AND BEAR SHARP LEFT FOR
 JN0393'0.05 MILE, TURN RIGHT AND GO ALONG EAST SIDE OF RADAR BUILDINGS
 JN0393'FOR ABOUT 0.05 MILE TO THE SOUTHEAST CORNER OF RANGER
 JN0393'COMMUNICATIONS STATION BUILDING NUMBER 401 AND STATION ON
 JN0393'THE LEFT.
 JN0393'
 JN0393'MARK 2 IS A STANDARD DISK, STAMPED BOYD NO 2 1966,
 JN0393'CEMENTED IN A DRILL HOLE, IN A 12 BY 12 FOOT CONCRETE SLAB,
 JN0393'IN THE NORTHEAST CORNER.  IT IS 77 FEET SOUTHEAST OF THE
 JN0393'SOUTHEAST CORNER OF RANGER COMMUNICATIONS STATION BUILDING
 JN0393'NUMBER 401, 53 FEET NORTH OF THE SOUTH EDGE OF THE RIDGE
 JN0393'AND ABOUT THE SAME ELEVATION AS THE STATION.
 JN0393
 JN0393                          STATION RECOVERY (2009)
 JN0393
 JN0393'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JN0393'MILITARY TEST COMPLEX HAS BEEN ABANDONED.
 JN0393
 JN0393                          STATION RECOVERY (2019)
 JN0393
 JN0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (DW)
 JN0393'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0385 ***********************************************************************
 JN0385  DESIGNATION -  BRADLEY
 JN0385  PID         -  JN0385
 JN0385  STATE/COUNTY-  UT/GRAND
 JN0385  COUNTRY     -  US
 JN0385  USGS QUAD   -  GREEN RIVER NE (2017)
 JN0385
 JN0385                         *CURRENT SURVEY CONTROL
 JN0385  ______________________________________________________________________
 JN0385* NAD 83(1994) POSITION- 38 58 48.09134(N) 110 06 56.24269(W)   ADJUSTED
 JN0385* NAVD 88 ORTHO HEIGHT -  1319.3   (meters)     4328.    (feet) VERTCON3
 JN0385  ______________________________________________________________________
 JN0385  GEOID HEIGHT    -        -20.216 (meters)                     GEOID18
 JN0385  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 JN0385  HORZ ORDER      -  SECOND
 JN0385
 JN0385.The horizontal coordinates were established by classical geodetic methods
 JN0385.and adjusted by the National Geodetic Survey in November 1997.
 JN0385
 JN0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0385
 JN0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0385.GEOID18 height accuracy estimate available here.
 JN0385
 JN0385.Click photographs - Photos may exist for this station.
 JN0385
 JN0385.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0385
 JN0385. The following values were computed from the NAD 83(1994) position.
 JN0385
 JN0385;                    North         East     Units Scale Factor Converg.
 JN0385;SPC UT C     - 2,072,725.060   619,953.634   MT  1.00000924   +0 53 12.5
 JN0385;SPC UT C     - 6,800,265.47  2,033,964.55   sFT  1.00000924   +0 53 12.5
 JN0385;UTM  12      - 4,314,931.883   576,601.926   MT  0.99967225   +0 33 22.8
 JN0385
 JN0385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0385!SPC UT C     -   0.99979622  x   1.00000924  =   0.99980546
 JN0385!UTM  12      -   0.99979622  x   0.99967225  =   0.99946854
 JN0385
 JN0385:                Primary Azimuth Mark                     Grid Az
 JN0385:SPC UT C     -  GREEN RIVER US ARMY MET TOWER            140 26 16.5
 JN0385:UTM  12      -  GREEN RIVER US ARMY MET TOWER            140 46 06.2
 JN0385
 JN0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ7660114931(NAD 83)
 JN0385
 JN0385|---------------------------------------------------------------------|
 JN0385| PID    Reference Object                     Distance      Geod. Az  |
 JN0385|                                                           dddmmss.s |
 JN0385| CM6124 BRADLEY RM 1                          8.062 METERS 10042     |
 JN0385| JN0386 GREEN RIV WHITE SAND M RNG MST      APPROX. 0.7 KM 1085944.2 |
 JN0385| JN0388 GREEN RIVER US ARMY MET TOWER       APPROX. 5.4 KM 1411929.0 |
 JN0385| CM6125 BRADLEY RM 2                          8.161 METERS 23708     |
 JN0385| JN0400 GREEN RIV MTN STATES TT CO MST      APPROX. 4.7 KM 2721848.4 |
 JN0385|---------------------------------------------------------------------|
 JN0385
 JN0385                          SUPERSEDED SURVEY CONTROL
 JN0385
 JN0385  NAD 83(1986)-  38 58 48.07946(N)    110 06 56.23698(W) AD(       ) 2
 JN0385  NAD 27      -  38 58 48.18151(N)    110 06 53.76497(W) AD(       ) 2
 JN0385  NGVD 29 (07/19/86) 1318.3    (m)         4325.     (f) VERT ANG       
 JN0385
 JN0385.Superseded values are not recommended for survey control.
 JN0385
 JN0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0385.See file dsdata.pdf to determine how the superseded data were derived.
 JN0385
 JN0385_MARKER: DS = TRIANGULATION STATION DISK
 JN0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0385_STAMPING: BRADLEY 1966
 JN0385_MARK LOGO: CGS
 JN0385_PROJECTION: PROJECTING 5 CENTIMETERS
 JN0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0385+STABILITY: SURFACE MOTION
 JN0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0385+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2019
 JN0385
 JN0385  HISTORY     - Date     Condition        Report By
 JN0385  HISTORY     - 1966     MONUMENTED       CGS
 JN0385  HISTORY     - 20091107 GOOD             GEOCAC
 JN0385  HISTORY     - 20190923 GOOD             NGSTM
 JN0385
 JN0385                          STATION DESCRIPTION
 JN0385
 JN0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 JN0385'THE STATION IS LOCATED ABOUT 2 MILES EAST OF GREEN RIVER
 JN0385'AT THE GREEN RIVER TEST COMPLEX OF THE WHITE SANDS MISSILE
 JN0385'RANGE.
 JN0385'
 JN0385'TO REACH THE STATION FROM THE POST OFFICE IN GREEN RIVER,
 JN0385'GO NORTH FOR 0.1 MILE TO THE JUNCTION OF BROADWAY AND U.S.
 JN0385'HIGHWAYS 6 AND 50, TURN RIGHT AND GO EAST ON U.S. HIGHWAYS
 JN0385'6 AND 50 FOR 3.25 MILES TO A PAVED SIDE ROAD LEADING TO THE
 JN0385'RIGHT, TURN RIGHT AND GO SOUTH FOR 0.6 MILE TO A SECURITY
 JN0385'GUARD GATE, PASS THROUGH THE GATE AND GO 0.05 MILE THROUGH
 JN0385'A PARKING LOT TO A GRAVELED ROAD LEADING TO THE RIGHT, TURN
 JN0385'RIGHT AND GO WESTERLY FOR 0.2 MILE TO THE STATION ON THE
 JN0385'LEFT.
 JN0385'
 JN0385'THE STATION MARK IS A STANDARD DISK, STAMPED BRADLEY 1966,
 JN0385'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 JN0385'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 35.5 FEET
 JN0385'SOUTH OF THE CENTERLINE OF AN EAST-WEST TRACK ROAD, 19 FEET
 JN0385'NORTH OF THE EDGE OF A BLUFF AND 6 FEET NORTHWEST OF THE
 JN0385'WITNESS POST.
 JN0385'
 JN0385'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRADLEY NO 1
 JN0385'1966, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 JN0385'DIAMETER, THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS
 JN0385'34 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST TRACK ROAD,
 JN0385'21 FEET EAST OF THE WITNESS POST, 8 FEET NORTH OF THE EDGE
 JN0385'OF THE BLUFF AND ABOUT THE SAME ELEVATION AS THE STATION.
 JN0385'
 JN0385'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRADLEY NO 2 1966,
 JN0385'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 JN0385'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 54 FEET SOUTH
 JN0385'OF THE CENTERLINE OF AN EAST-WEST TRACK ROAD, 29.8 FEET WEST
 JN0385'OF THE WITNESS POST, 8 FEET NORTH OF THE EDGE OF THE BLUFF
 JN0385'AND ABOUT 2 FEET HIGHER THAT THE STATION.
 JN0385'
 JN0385'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
 JN0385
 JN0385                          STATION RECOVERY (2009)
 JN0385
 JN0385'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JN0385'MILITARY TEST COMPLEX HAS BEEN ABANDONED.
 JN0385
 JN0385                          STATION RECOVERY (2019)
 JN0385
 JN0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (DW)
 JN0385'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0595 ***********************************************************************
 HO0595  DESIGNATION -  BRAFFITS
 HO0595  PID         -  HO0595
 HO0595  STATE/COUNTY-  UT/IRON
 HO0595  COUNTRY     -  US
 HO0595  USGS QUAD   -  ENOCH (2017)
 HO0595
 HO0595                         *CURRENT SURVEY CONTROL
 HO0595  ______________________________________________________________________
 HO0595* NAD 83(1994) POSITION- 37 47 15.41977(N) 113 00 23.61825(W)   ADJUSTED
 HO0595* NAVD 88 ORTHO HEIGHT -  1771.    (meters)     5810.    (feet) VERTCON3
 HO0595  ______________________________________________________________________
 HO0595  GEOID HEIGHT    -        -21.389 (meters)                     GEOID18
 HO0595  LAPLACE CORR    -          9.83  (seconds)                    DEFLEC18
 HO0595  HORZ ORDER      -  THIRD
 HO0595
 HO0595.The horizontal coordinates were established by classical geodetic methods
 HO0595.and adjusted by the National Geodetic Survey in November 1997.
 HO0595
 HO0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0595
 HO0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0595.GEOID18 height accuracy estimate available here.
 HO0595
 HO0595.Click photographs - Photos may exist for this station.
 HO0595
 HO0595.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0595
 HO0595. The following values were computed from the NAD 83(1994) position.
 HO0595
 HO0595;                    North         East     Units Scale Factor Converg.
 HO0595;SPC UT S     - 3,125,475.796   367,306.565   MT  0.99995130   -0 55 23.0
 HO0595;SPC UT S     -10,254,165.17  1,205,071.62   sFT  0.99995130   -0 55 23.0
 HO0595;UTM  12      - 4,184,147.238   323,313.393   MT  0.99998452   -1 13 47.3
 HO0595
 HO0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0595!SPC UT S     -   0.99972551  x   0.99995130  =   0.99967682
 HO0595!UTM  12      -   0.99972551  x   0.99998452  =   0.99971003
 HO0595
 HO0595:                Primary Azimuth Mark                     Grid Az
 HO0595:SPC UT S     -  ENOCH                                    178 01 58.4
 HO0595:UTM  12      -  ENOCH                                    178 20 22.7
 HO0595
 HO0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG2331384147(NAD 83)
 HO0595
 HO0595|---------------------------------------------------------------------|
 HO0595| PID    Reference Object                     Distance      Geod. Az  |
 HO0595|                                                           dddmmss.s |
 HO0595| HO0599 ENOCH                               APPROX. 6.5 KM 1770635.4 |
 HO0595| CH2791 BRAFFITS RM 1                         9.010 METERS 18346     |
 HO0595| CH2792 BRAFFITS RM 2                        11.724 METERS 24626     |
 HO0595|---------------------------------------------------------------------|
 HO0595
 HO0595                          SUPERSEDED SURVEY CONTROL
 HO0595
 HO0595  NAD 83(1986)-  37 47 15.41686(N)    113 00 23.61300(W) AD(       ) 3
 HO0595  NAD 27      -  37 47 15.50400(N)    113 00 20.80100(W) AD(       ) 3
 HO0595  NGVD 29 (07/19/86) 1770.     (m)         5807.     (f) VERT ANG       
 HO0595
 HO0595.Superseded values are not recommended for survey control.
 HO0595
 HO0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0595.See file dsdata.pdf to determine how the superseded data were derived.
 HO0595
 HO0595_MARKER: DS = TRIANGULATION STATION DISK
 HO0595_SETTING: 80 = SET IN A BOULDER
 HO0595
 HO0595  HISTORY     - Date     Condition        Report By
 HO0595  HISTORY     - 1938     MONUMENTED       CGS
 HO0595  HISTORY     - 1963     GOOD             CGS
 HO0595  HISTORY     - 1971     GOOD             USGS
 HO0595  HISTORY     - 19801010 GOOD             USGS
 HO0595
 HO0595                          STATION DESCRIPTION
 HO0595
 HO0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0595'STATION IS LOCATED ABOUT 8.0 MILES NNE OF CEDAR CITY, 4-1/2
 HO0595'MILES W OF SUMMIT, 11.0 MILES W BY S OF PAROWAN AND ABOUT
 HO0595'1-1/4 MILES NE OF VILLAGE OF ENOCH, ON TOP OF ONE OF SEVERAL
 HO0595'LOW CEDAR-COVERED HILLS.  THERE IS HIGHER GROUND ABOUT 0.4
 HO0595'MILE NE OF STATION.
 HO0595'
 HO0595'SURFACE, REFERENCE, AND AZIMUTH (REFERENCE MARK NO. 3) MARKS
 HO0595'ARE STANDARD BRONZE DISKS IN BOULDERS.
 HO0595'
 HO0595'STATION IS REACHED FROM PAROWAN POST OFFICE BY GOING SW ON
 HO0595'U.S. 91 6.8 MILES TO SUMMIT.  THENCE CONTINUE W ON U.S. 91
 HO0595'1.6 MILES TO A CONCRETE BRIDGE.  THENCE CONTINUE ON U.S. 91
 HO0595'1.85 MILES TO A VERY DIM SIDE ROAD R ABOUT 30 YARDS W OF TELEPHONE
 HO0595'POLE NO. 10676.  THENCE LEAVE U.S. 91, TURN R ON DIM TRACK
 HO0595'ROAD AND GO N THRU SAGEBRUSH 0.35 MILE TO WHERE IT TURNS L
 HO0595'IN A GRASSY FLAT.  TURN L AND FOLLOW TRACK ROAD 0.35 MILE
 HO0595'TO FORK.  THENCE STRAIGHT AHEAD ON R FORK 0.55 MILE TO A BLAZE
 HO0595'ON BASE OF A CEDAR TREE.  THEN GO N 45 YARDS TO HIGHEST
 HO0595'GROUND AND STATION.  IT IS A DRIVE STATION.
 HO0595'
 HO0595'AZIMUTH MARK IS LOCATED ABOUT 0.3 MILE NNE OF STATION, ACROSS
 HO0595'A SMALL VALLEY, AND IS ABOUT 20 FEET LOWER THAN STATION.  IT
 HO0595'IS ON S SLOPE OF FIRST RIDGE NNE OF STATION.
 HO0595
 HO0595                          STATION RECOVERY (1963)
 HO0595
 HO0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WTJ)
 HO0595'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  A
 HO0595'NEW TO REACH DESCRIPTION FOLLOWS--
 HO0595'
 HO0595'TO REACH FROM THE POST OFFICE IN CEDAR CITY, GO NORTHERLY
 HO0595'ON U.S. HWY. 91 FOR 8.65 MI. TO TRACK ROAD LEFT (N) AT A FENCE
 HO0595'CORNER.  TURN LEFT (N) ON TRACK ROAD AND FOLLOW ALONG THE
 HO0595'EAST SIDE OF FENCE LINE FOR 0.5 MI. TO A FENCE CORNER AND DIM
 HO0595'TRACK ROAD LEFT (W).  TURN LEFT AND GO WEST ON DIM TRACK ROAD
 HO0595'FOR 0.1 MI. TO POWER LINE ROAD (BLADED) AND TRANSMISSION TOWER
 HO0595'NO. 226.  TURN LEFT (SW) ON BLADED POWER LINE ROAD THAT
 HO0595'FOLLOWS, AND IS DIRECTLY UNDER, THE POWER LINE AND GO 0.4 MI.
 HO0595'TO TRACK ROAD WHICH CROSSES POWER LINE ROAD.  TURN RIGHT AND
 HO0595'GO WEST AND NORTH-NORTHWEST ON TRACK ROAD FOR 0.75 MI. TO
 HO0595'STATION ON THE RIGHT AS DESCRIBED BY F.G.J., 1938.
 HO0595
 HO0595                          STATION RECOVERY (1971)
 HO0595
 HO0595'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HO0595'RECOVERED IN GOOD CONDITION.
 HO0595'
 HO0595'STATION MARK--STANDARD BRONZE DISK IN BOULDER.
 HO0595
 HO0595                          STATION RECOVERY (1980)
 HO0595
 HO0595'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980 (JEP)
 HO0595'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0851 ***********************************************************************
 LO0851  DESIGNATION -  BRAMMER
 LO0851  PID         -  LO0851
 LO0851  STATE/COUNTY-  UT/SALT LAKE
 LO0851  COUNTRY     -  US
 LO0851  USGS QUAD   -  SUGAR HOUSE (2017)
 LO0851
 LO0851                         *CURRENT SURVEY CONTROL
 LO0851  ______________________________________________________________________
 LO0851* NAD 83(1994) POSITION- 40 42 25.54742(N) 111 45 35.07291(W)   ADJUSTED
 LO0851* NAVD 88 ORTHO HEIGHT -  2529.0   (meters)     8297.    (feet) VERTCON3
 LO0851  ______________________________________________________________________
 LO0851  GEOID HEIGHT    -        -16.057 (meters)                     GEOID18
 LO0851  LAPLACE CORR    -         13.92  (seconds)                    DEFLEC18
 LO0851  HORZ ORDER      -  FIRST
 LO0851
 LO0851.The horizontal coordinates were established by classical geodetic methods
 LO0851.and adjusted by the National Geodetic Survey in November 1997.
 LO0851
 LO0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0851
 LO0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0851.GEOID18 height accuracy estimate available here.
 LO0851
 LO0851.Click photographs - Photos may exist for this station.
 LO0851
 LO0851.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0851
 LO0851. The following values were computed from the NAD 83(1994) position.
 LO0851
 LO0851;                    North         East     Units Scale Factor Converg.
 LO0851;SPC UT C     - 2,263,575.993   478,049.771   MT  1.00001471   -0 09 59.0
 LO0851;SPC UT C     - 7,426,415.57  1,568,401.62   sFT  1.00001471   -0 09 59.0
 LO0851;UTM  12      - 4,506,520.340   435,822.190   MT  0.99965070   -0 29 43.9
 LO0851
 LO0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0851!SPC UT C     -   0.99960596  x   1.00001471  =   0.99962066
 LO0851!UTM  12      -   0.99960596  x   0.99965070  =   0.99925680
 LO0851
 LO0851:                Primary Azimuth Mark                     Grid Az
 LO0851:SPC UT C     -  SALT LAKE CITY ST CAPITOL DOME           305 56 30.1
 LO0851:UTM  12      -  SALT LAKE CITY ST CAPITOL DOME           306 16 15.0
 LO0851
 LO0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3582206520(NAD 83)
 LO0851
 LO0851|---------------------------------------------------------------------|
 LO0851| PID    Reference Object                     Distance      Geod. Az  |
 LO0851|                                                           dddmmss.s |
 LO0851| CM5219 BRAMMER RM 1                          5.753 METERS 17706     |
 LO0851| CM5220 BRAMMER RM 2                          4.168 METERS 23505     |
 LO0851| LO0996 SALT LAKE CITY ST CAPITOL DOME      APPROX.13.4 KM 3054631.1 |
 LO0851|---------------------------------------------------------------------|
 LO0851
 LO0851                          SUPERSEDED SURVEY CONTROL
 LO0851
 LO0851  NAD 83(1993)-  40 42 25.54741(N)    111 45 35.07191(W) AD(       ) 1
 LO0851  NAD 83(1986)-  40 42 25.53531(N)    111 45 35.06393(W) AD(       ) 1
 LO0851  NAD 27      -  40 42 25.72534(N)    111 45 32.30882(W) AD(       ) 1
 LO0851  NGVD 29 (07/19/86) 2527.9    (m)         8294.     (f) VERT ANG       
 LO0851
 LO0851.Superseded values are not recommended for survey control.
 LO0851
 LO0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0851.See file dsdata.pdf to determine how the superseded data were derived.
 LO0851
 LO0851_MARKER: DH = HORIZONTAL CONTROL DISK
 LO0851_SETTING: 80 = SET IN A BOULDER
 LO0851_STAMPING: BRAMMER 1973
 LO0851_MARK LOGO: NGS
 LO0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0851+STABILITY: SURFACE MOTION
 LO0851
 LO0851  HISTORY     - Date     Condition        Report By
 LO0851  HISTORY     - 1973     MONUMENTED       NGS
 LO0851  HISTORY     - 20101020 MARK NOT FOUND   GEOCAC
 LO0851
 LO0851                          STATION DESCRIPTION
 LO0851
 LO0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0851'THE STATION IS LOCATED ABOUT 7 MILES EAST OF SALT LAKE CITY, 1.5
 LO0851'MILES SOUTH OF PARLEYS CANYON, 1 MILE NORTH OF MILL CREEK CANYON,
 LO0851'ON TOP OF WHAT IS LOCALLY KNOWN AS GRANDEUR PEAK AND ON PROPERTY
 LO0851'OWNED BY THE U.S. FOREST SERVICE OF SALT LAKE CITY, UTAH.
 LO0851'
 LO0851'THE STATION WAS REACHED BY HELICOPTER, IT CAN BE LANDED ABOUT
 LO0851'0.1 MILE WEST OF THE STATION AND ABOUT 200 FEET LOWER THAN THE
 LO0851'STATION.  PACK EAST AND UPHILL FOR ABOUT 5 MINUTES TO THE TOP OF
 LO0851'THE MOUNTAIN AND THE STATION.
 LO0851'
 LO0851'THE STATION MARK IS A STANDARD DISK STAMPED BRAMMER 1973, CEMENTED
 LO0851'IN A DRILL HOLE IN THE TOP OF A 1X1 FOOT BOULDER THAT PROJECTS 3
 LO0851'INCHES ABOVE THE GROUND.
 LO0851'
 LO0851'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BRAMMER NO 1 1973,
 LO0851'CEMENTED IN A DRILL HOLE IN A 4X5-FOOT OUTCROPPING BEDROCK THAT
 LO0851'PROJECTS 10 INCHES ABOVE THE GROUND.
 LO0851'
 LO0851'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BRAMMER NO 2 1973,
 LO0851'CEMENTED IN A DRILL HOLE IN A 3X3-FOOT OUTCROPPING BEDROCK THAT
 LO0851'PROJECTS 3 FEET ABOVE THE GROUND.
 LO0851'
 LO0851'THE SALT LAKE CITY CAP DOME 1962 CAN BE USED AS AN AZIMUTH FOR
 LO0851'THIS STATION.
 LO0851
 LO0851                          STATION RECOVERY (2010)
 LO0851
 LO0851'RECOVERY NOTE BY GEOCACHING 2010
 LO0851'MARK NOT FOUND. NEITHER WAS RM2. RM1 FOUND AND IN GOOD SHAPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0586 ***********************************************************************
 HO0586  DESIGNATION -  BRIAN
 HO0586  PID         -  HO0586
 HO0586  STATE/COUNTY-  UT/IRON
 HO0586  COUNTRY     -  US
 HO0586  USGS QUAD   -  BRIAN HEAD (2017)
 HO0586
 HO0586                         *CURRENT SURVEY CONTROL
 HO0586  ______________________________________________________________________
 HO0586* NAD 83(1994) POSITION- 37 40 52.41546(N) 112 49 52.70375(W)   ADJUSTED
 HO0586* NAVD 88 ORTHO HEIGHT -  3445.5   (meters)    11304.    (feet) VERTCON3
 HO0586  ______________________________________________________________________
 HO0586  GEOID HEIGHT    -        -20.204 (meters)                     GEOID18
 HO0586  LAPLACE CORR    -         12.61  (seconds)                    DEFLEC18
 HO0586  HORZ ORDER      -  FIRST
 HO0586
 HO0586.The horizontal coordinates were established by classical geodetic methods
 HO0586.and adjusted by the National Geodetic Survey in November 1997.
 HO0586
 HO0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0586
 HO0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0586.GEOID18 height accuracy estimate available here.
 HO0586
 HO0586.Click photographs - Photos may exist for this station.
 HO0586
 HO0586.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0586
 HO0586. The following values were computed from the NAD 83(1994) position.
 HO0586
 HO0586;                    North         East     Units Scale Factor Converg.
 HO0586;SPC UT S     - 3,113,434.957   382,573.220   MT  0.99995290   -0 48 56.4
 HO0586;SPC UT S     -10,214,661.19  1,255,158.97   sFT  0.99995290   -0 48 56.4
 HO0586;UTM  12      - 4,172,025.208   338,515.675   MT  0.99992120   -1 07 10.8
 HO0586
 HO0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0586!SPC UT S     -   0.99946279  x   0.99995290  =   0.99941572
 HO0586!UTM  12      -   0.99946279  x   0.99992120  =   0.99938404
 HO0586
 HO0586:                Primary Azimuth Mark                     Grid Az
 HO0586:SPC UT S     -  BRIAN AZ MK                              058 42 44.3
 HO0586:UTM  12      -  BRIAN AZ MK                              059 00 58.7
 HO0586
 HO0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG3851572025(NAD 83)
 HO0586
 HO0586|---------------------------------------------------------------------|
 HO0586| PID    Reference Object                     Distance      Geod. Az  |
 HO0586|                                                           dddmmss.s |
 HO0586| CH2793 BRIAN AZ MK                                        0575347.9 |
 HO0586| CH2794 BRIAN RM 1                           24.496 METERS 06932     |
 HO0586| CH2796 BRIAN RM 3                            7.677 METERS 12630     |
 HO0586| CH2795 BRIAN RM 2                           22.210 METERS 30519     |
 HO0586|---------------------------------------------------------------------|
 HO0586
 HO0586                          SUPERSEDED SURVEY CONTROL
 HO0586
 HO0586  NAD 83(1986)-  37 40 52.41178(N)    112 49 52.70215(W) AD(       ) 1
 HO0586  NAD 27      -  37 40 52.49500(N)    112 49 49.90100(W) AD(       ) 1
 HO0586  NGVD 29 (07/19/86) 3443.9    (m)        11299.     (f) VERT ANG       
 HO0586
 HO0586.Superseded values are not recommended for survey control.
 HO0586
 HO0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0586.See file dsdata.pdf to determine how the superseded data were derived.
 HO0586
 HO0586_MARKER: DS = TRIANGULATION STATION DISK
 HO0586_SETTING: 66 = SET IN ROCK OUTCROP
 HO0586_STAMPING: BRIAN 1925
 HO0586_MARK LOGO: CGS
 HO0586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0586+STABILITY: POSITION/ELEVATION WELL
 HO0586
 HO0586  HISTORY     - Date     Condition        Report By
 HO0586  HISTORY     - 1925     MONUMENTED       CGS
 HO0586  HISTORY     - 1938     GOOD             CGS
 HO0586  HISTORY     - 1953     SEE DESCRIPTION  FAS
 HO0586  HISTORY     - 1957     SEE DESCRIPTION  USGS
 HO0586  HISTORY     - 20140628 GOOD             GEOCAC
 HO0586
 HO0586                          STATION DESCRIPTION
 HO0586
 HO0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (WM)
 HO0586'ABOUT 14 MILES E OF CEDAR CITY, ON SUMMIT OF BRIAN HEAD,
 HO0586'HIGHEST PEAK OF CEDAR MTS.  STATION MAY BE REACHED FROM
 HO0586'EITHER CEDAR CITY OR PAROWAN BY WAY OF CEDAR BREAKS, A WELL
 HO0586'KNOWN NATIONAL MONUMENT.  ABOUT 1 MILE N OF A SMALL HOTEL
 HO0586'TAKE ROAD LEADING E TO OLD MITCHELL SAWMILL.  FROM HERE A
 HO0586'TRUCK CAN BE DRIVEN TO A SPRING AT SE BASE OF PEAK AND ABOUT
 HO0586'1/2 MILE SE OF STATION.  STATION IS ON BRINK OF CLIFF FACING
 HO0586'SW AND WILL SOON BE LOST THROUGH EROSION.  STATION IS MARKED
 HO0586'BY A STANDARD DISK STATION MARK SET IN ROCK.  TWO STANDARD
 HO0586'DISK REFERENCE MARKS ARE AT FOLLOWING DISTANCES AND BEARINGS
 HO0586'FROM STATION--24.50 METERS (80.4 FEET).
 HO0586'AND 22.21 METERS (72.9 FEET).  REFERENCE
 HO0586'MARKS ARE WELL BACK FROM STATION ON SOLID GROUND.
 HO0586
 HO0586                          STATION RECOVERY (1938)
 HO0586
 HO0586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0586'STATION IS LOCATED ON BALD KNOB OF BRIAN HEAD MOUNTAIN BETWEEN
 HO0586'U.S. 91 AND 89, ABOUT 12 MILES AIRLINE ENE OF CEDAR CITY,
 HO0586'ABOUT 11 MILES S OF PAROWAN AND ABOUT 3 MILES N OF N BOUNDARY
 HO0586'OF CEDAR BREAKS NATIONAL MONUMENT.  IT IS ABOUT SIX FEET E
 HO0586'OF W FACE OF MOUNTAIN AND 25 FEET WNW OF N DOOR OF A STONE
 HO0586'LOOKOUT HOUSE.
 HO0586'
 HO0586'THIS PEAK IS HIGHEST ONE IN VICINITY AND MAY BE SEEN OVER
 HO0586'COUNTRYSIDE TO S THRU W TO N.  IT IS A VERY PROMINENT PEAK SEEN
 HO0586'ABOUT 8 MILES N FROM MONUMENT.
 HO0586'
 HO0586'STATION IS REACHED FROM MAIN LODGE AT MONUMENT BY GOING N
 HO0586'ON A GRADED DIRT ROAD 0.3 MILE TO A FORK.  THENCE R FORK,
 HO0586'NE, MAIN TRAVELED ROAD, 0.75 MILE TO A FORK WITH A CCC CAMP
 HO0586'LOCATED ON R.  THENCE L FORK, STRAIGHT AHEAD ABOUT 2.5 MILES
 HO0586'TO A FORK WITH A SIGN MARKED--PAROWAN 18, PANGUITCH LAKE.
 HO0586'THENCE L FORK, GRADED DIRT ROAD ABOUT 2.5 MILES TO ANOTHER
 HO0586'FORK WITH A SIGN POINTING NE MARKED BRIAN HEAD PEAK.  THENCE
 HO0586'R FORK ON GRADED DIRT ROAD WHICH LEADS AROUND S AND UP E FACE
 HO0586'OF PEAK TO A SWITCHBACK TO TOP AND AS FAR AS TRUCK MAY BE
 HO0586'DRIVEN.  FROM HERE PACK 10 MINUTES ACROSS TOP TO W TO STONE
 HO0586'LOOKOUT HOUSE AND STATION.
 HO0586'
 HO0586'AZIMUTH MARK IS SET ABOUT 0.25 MILE NE, ABOUT 100 FT. LOWER
 HO0586'THAN STATION.  REFERENCE MARK NO. 2 1925 IS OBSTRUCTED BY
 HO0586'NE CORNER OF STONE LOOKOUT HOUSE.  REFERENCE MARK NO. 3 WAS
 HO0586'SET IN N DOOR OF HOUSE.  REFERENCE MARKS NOS. 1 AND 3, 1925
 HO0586'AND 1938 RESPECTIVELY, ARE STANDARD BRONZE DISKS IN BOULDERS
 HO0586'AS DESCRIBED.
 HO0586
 HO0586                          STATION RECOVERY (1953)
 HO0586
 HO0586'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1953 (GCS)
 HO0586'RECOVERED REFERENCE MARKS 1 AND 3 IN GOOD CONDITION.  STATION
 HO0586'MARK HAS BEEN DESTROYED AND WAS FOUND LYING LOOSE ON THE FLOOR
 HO0586'OF A STONE LOOKOUT HOUSE.  THE ROAD GOING N FROM THE MAIN
 HO0586'LODGE AT CEDAR BREAKS NATIONAL MONUMENT IS NOW PAVED.
 HO0586
 HO0586                          STATION RECOVERY (1957)
 HO0586
 HO0586'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 HO0586'NOTE --STATION FOUND AS DESCRIBED BUT OLD STATION MARK
 HO0586'DISK HAS BEEN REMOVED.  NEW STATION ---BRIAN 2--- WAS ESTABLISHED BY
 HO0586'USGS AND NGS REFERENCE MARKS TIED TO NEW TABLET UNDER LOOKOUT HOUSE.
 HO0586'
 HO0586'STATION MARK--STANDARD DISK SET IN ROCK.
 HO0586
 HO0586                          STATION RECOVERY (2014)
 HO0586
 HO0586'RECOVERY NOTE BY GEOCACHING 2014 (GLZ)
 HO0586'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0588 ***********************************************************************
 HO0588  DESIGNATION -  BRIAN 2
 HO0588  PID         -  HO0588
 HO0588  STATE/COUNTY-  UT/IRON
 HO0588  COUNTRY     -  US
 HO0588  USGS QUAD   -  BRIAN HEAD (2017)
 HO0588
 HO0588                         *CURRENT SURVEY CONTROL
 HO0588  ______________________________________________________________________
 HO0588* NAD 83(1994) POSITION- 37 40 52.19772(N) 112 49 52.47561(W)   ADJUSTED
 HO0588* NAVD 88 ORTHO HEIGHT -  3448.0   (meters)    11312.    (feet) VERTCON3
 HO0588  ______________________________________________________________________
 HO0588  GEOID HEIGHT    -        -20.204 (meters)                     GEOID18
 HO0588  LAPLACE CORR    -         12.56  (seconds)                    DEFLEC18
 HO0588  HORZ ORDER      -  THIRD
 HO0588
 HO0588.The horizontal coordinates were established by classical geodetic methods
 HO0588.and adjusted by the National Geodetic Survey in November 1997.
 HO0588
 HO0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0588
 HO0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0588.GEOID18 height accuracy estimate available here.
 HO0588
 HO0588.Click photographs - Photos may exist for this station.
 HO0588
 HO0588.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0588
 HO0588. The following values were computed from the NAD 83(1994) position.
 HO0588
 HO0588;                    North         East     Units Scale Factor Converg.
 HO0588;SPC UT S     - 3,113,428.166   382,578.714   MT  0.99995290   -0 48 56.3
 HO0588;SPC UT S     -10,214,638.91  1,255,177.00   sFT  0.99995290   -0 48 56.3
 HO0588;UTM  12      - 4,172,018.388   338,521.132   MT  0.99992118   -1 07 10.6
 HO0588
 HO0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0588!SPC UT S     -   0.99946240  x   0.99995290  =   0.99941533
 HO0588!UTM  12      -   0.99946240  x   0.99992118  =   0.99938362
 HO0588
 HO0588:                Primary Azimuth Mark                     Grid Az
 HO0588:SPC UT S     -  MACFARLANE                               217 52 09.9
 HO0588:UTM  12      -  MACFARLANE                               218 10 24.2
 HO0588
 HO0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG3852172018(NAD 83)
 HO0588
 HO0588|---------------------------------------------------------------------|
 HO0588| PID    Reference Object                     Distance      Geod. Az  |
 HO0588|                                                           dddmmss.s |
 HO0588| HO0590 MACFARLANE                          APPROX.15.6 KM 2170313.6 |
 HO0588| HO0586 BRIAN                                 8.736 METERS 32013     |
 HO0588|---------------------------------------------------------------------|
 HO0588
 HO0588                          SUPERSEDED SURVEY CONTROL
 HO0588
 HO0588  NAD 83(1986)-  37 40 52.19404(N)    112 49 52.47401(W) AD(       ) 3
 HO0588  NAD 27      -  37 40 52.27735(N)    112 49 49.67296(W) AD(       ) 3
 HO0588  NGVD 29 (07/19/86) 3446.4    (m)        11307.     (f) VERT ANG       
 HO0588
 HO0588.Superseded values are not recommended for survey control.
 HO0588
 HO0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0588.See file dsdata.pdf to determine how the superseded data were derived.
 HO0588
 HO0588_MARKER: DB = BENCH MARK DISK
 HO0588_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HO0588_SP_SET: LOOKOUT HOUSE FLOOR
 HO0588_STAMPING: BRIAN 2 1957
 HO0588_MARK LOGO: USGS
 HO0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0588
 HO0588  HISTORY     - Date     Condition        Report By
 HO0588  HISTORY     - 1957     MONUMENTED       USGS
 HO0588  HISTORY     - 1957     POOR             USGS
 HO0588  HISTORY     - 20140628 GOOD             GEOCAC
 HO0588  HISTORY     - 20170728 GOOD             GEOCAC
 HO0588
 HO0588                          STATION DESCRIPTION
 HO0588
 HO0588'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 HO0588'RECOVERED.  USC AND GS
 HO0588'STATION DISK, MARKED ---BRIAN 1925---, WAS FOUND LYING LOOSE ON THE
 HO0588'FLOOR OF STONE LOOKOUT HOUSE.
 HO0588'
 HO0588'A NEW USGS TABLET WAS SET AND TIED AS NEARLY AS POSSIBLE TO POSITION
 HO0588'OCCUPIED BY ORIGINAL TABLET.  REFERENCE MARKS FOR ORIGINAL TABLET
 HO0588'WERE FOUND AND TIED TO THE NEW STATION.  NEW DESCRIPTION FOLLOWS
 HO0588'
 HO0588'LOCATED ABOUT 12 MI. ENE. OF CEDAR CITY, 11 MI. S. OF PAROWAN AND 3
 HO0588'MI. N. OF CEDAR BREAKS NATIONAL MONUMENT BOUNDARY, ON BALD KNOB OF
 HO0588'BRIAN HEAD MOUNTAIN.
 HO0588'
 HO0588'TO REACH FROM MAIN LODGE AT CEDAR BREAKS NATIONAL MONUMENT, DRIVE N.
 HO0588'ON SURFACED RD. 0.3 MI. TO RD. FORKS, TAKE RIGHT FORK, LEAVING
 HO0588'SURFACED RD. AND FOLLOW WELL GRADED RD. 3.2 MI. TO RD. FORKS AND
 HO0588'SIGN ---PANGUITCH LAKE 14---, TAKE LEFT FORK AND CONTINUE N. ON MAIN
 HO0588'TRAVELED RD. 2.5 MI. TO RD. FORKS AND SIGN ---BRIAN HEAD 3---, TAKE
 HO0588'RIGHT FORK AND FOLLOW GRADED RD. 3 MI. TO TOP AND STATION.
 HO0588'
 HO0588'STATION MARK--STANDARD USGS TABLET, STAMPED ---BRIAN 2 1957---,
 HO0588'CEMENTED IN FLOOR OF STONE LOOKOUT HOUSE, AT EXACT CENTER OF LOOKOUT
 HO0588'HOUSE.
 HO0588'
 HO0588'REFERENCE MARK NO. 1--STANDARD USC AND GS DISK, STAMPED ---BRIAN---,
 HO0588'CEMENTED IN LARGE ROCK, 75.90 FT. FROM STATION MARK,
 HO0588'N 49 DEG 33 MIN E.
 HO0588'
 HO0588'REFERENCE MARK NO. 2--STANDARD USC AND GS DISK, STAMPED ---BRIAN---,
 HO0588'CEMENTED IN LARGE ROCK, 47.13 FT. FROM STATION MARK,
 HO0588'S 63 DEG 18 MIN E.
 HO0588'
 HO0588'REFERENCE MARK NO. 3--STANDARD USC AND GS DISK, STAMPED ---BRIAN---,
 HO0588'CEMENTED IN FLOOR OF LOOKOUT HOUSE NEAR N. DOOR, 6.61 FT. FROM STATION
 HO0588'MARK, N 23 DEG 12 MIN E.
 HO0588'
 HO0588'NOTE--BRIAN (NGS) 1925, DRILL HOLE IS 27.46 FT. FROM STATION MARK,
 HO0588'N 39 DEG 56 MIN W.
 HO0588'
 HO0588'NOTE--U.S. FOREST SERVICE STONE LOOKOUT HOUSE IS CENTERED OVER STATION
 HO0588'MARK.
 HO0588
 HO0588                          STATION RECOVERY (2014)
 HO0588
 HO0588'RECOVERY NOTE BY GEOCACHING 2014 (GLZ)
 HO0588'RECOVERED IN GOOD CONDITION.
 HO0588
 HO0588                          STATION RECOVERY (2017)
 HO0588
 HO0588'RECOVERY NOTE BY GEOCACHING 2017 (DG)
 HO0588'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1074 ***********************************************************************
 LO1074  DESIGNATION -  BRIDGELAND
 LO1074  PID         -  LO1074
 LO1074  STATE/COUNTY-  UT/DUCHESNE
 LO1074  COUNTRY     -  US
 LO1074  USGS QUAD   -  BRIDGELAND (2017)
 LO1074
 LO1074                         *CURRENT SURVEY CONTROL
 LO1074  ______________________________________________________________________
 LO1074* NAD 83(1994) POSITION- 40 07 40.77214(N) 110 10 54.44351(W)   ADJUSTED
 LO1074* NAVD 88 ORTHO HEIGHT -  1700.8   (meters)     5580.    (feet) VERTCON3
 LO1074  ______________________________________________________________________
 LO1074  GEOID HEIGHT    -        -17.663 (meters)                     GEOID18
 LO1074  LAPLACE CORR    -         -3.95  (seconds)                    DEFLEC18
 LO1074  HORZ ORDER      -  THIRD
 LO1074
 LO1074.The horizontal coordinates were established by classical geodetic methods
 LO1074.and adjusted by the National Geodetic Survey in November 1997.
 LO1074
 LO1074.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1074
 LO1074.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1074.GEOID18 height accuracy estimate available here.
 LO1074
 LO1074.Click photographs - Photos may exist for this station.
 LO1074
 LO1074.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1074
 LO1074. The following values were computed from the NAD 83(1994) position.
 LO1074
 LO1074;                    North         East     Units Scale Factor Converg.
 LO1074;SPC UT C     - 2,200,069.612   612,342.626   MT  0.99991186   +0 50 39.9
 LO1074;SPC UT C     - 7,218,061.72  2,008,994.10   sFT  0.99991186   +0 50 39.9
 LO1074;UTM  12      - 4,442,284.082   569,712.003   MT  0.99965982   +0 31 38.5
 LO1074
 LO1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1074!SPC UT C     -   0.99973603  x   0.99991186  =   0.99964791
 LO1074!UTM  12      -   0.99973603  x   0.99965982  =   0.99939594
 LO1074
 LO1074:                Primary Azimuth Mark                     Grid Az
 LO1074:SPC UT C     -  BRIDGELAND AZ MK                         200 31 07.6
 LO1074:UTM  12      -  BRIDGELAND AZ MK                         200 50 09.0
 LO1074
 LO1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK6971242284(NAD 83)
 LO1074
 LO1074|---------------------------------------------------------------------|
 LO1074| PID    Reference Object                     Distance      Geod. Az  |
 LO1074|                                                           dddmmss.s |
 LO1074| CQ5467 BRIDGELAND RM 1                      13.597 METERS 19615     |
 LO1074| CQ5466 BRIDGELAND AZ MK                                   2012147.5 |
 LO1074| CQ5468 BRIDGELAND RM 2                       9.842 METERS 28058     |
 LO1074|---------------------------------------------------------------------|
 LO1074
 LO1074                          SUPERSEDED SURVEY CONTROL
 LO1074
 LO1074  NAD 83(1993)-  40 07 40.77168(N)    110 10 54.44339(W) AD(       ) 3
 LO1074  NAD 83(1986)-  40 07 40.75107(N)    110 10 54.43511(W) AD(       ) 3
 LO1074  NAD 27      -  40 07 40.89200(N)    110 10 51.89000(W) AD(       ) 3
 LO1074  NGVD 29 (07/19/86) 1699.5    (m)         5576.     (f) VERT ANG       
 LO1074
 LO1074.Superseded values are not recommended for survey control.
 LO1074
 LO1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1074.See file dsdata.pdf to determine how the superseded data were derived.
 LO1074
 LO1074_MARKER: DS = TRIANGULATION STATION DISK
 LO1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO1074_STAMPING: BRIDGELAND 1946
 LO1074_MARK LOGO: CGS
 LO1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1074+STABILITY: SURFACE MOTION
 LO1074
 LO1074  HISTORY     - Date     Condition        Report By
 LO1074  HISTORY     - 1946     MONUMENTED       CGS
 LO1074  HISTORY     - 1963     GOOD             USGS
 LO1074
 LO1074                          STATION DESCRIPTION
 LO1074
 LO1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1074'STATION IS LOCATED ON THE LOW, FLAT, GRASS-COVERED MESA AREA,
 LO1074'AND IS SLIGHTLY HIGHER THAN THE SURROUNDING AREA.  IT IS
 LO1074'APPROXIMATELY 12 MILES AIR LINE SOUTHEAST OF DUCHESNE, 8 MILES
 LO1074'AIR LINE SOUTHWEST OF MYTON, 4 MILES SOUTHEAST OF BRIDGELAND
 LO1074'POST OFFICE, 150 YARDS WEST OF PILE OF ROCK BELIEVED TO BE MARKER
 LO1074'FOR SECTION CORNER OF SECTIONS 13, 14, 23, 24, T. 8 S., R. 15 E,
 LO1074'AND 125 YARDS NORTH OF SOUTH RIM OF MESA.  MARK PROJECTS 4
 LO1074'INCHES AND IS STAMPED--BRIDGELAND 1946.
 LO1074'
 LO1074'REFERENCE MARK NO. 1 IS STAMPED--BRIDGELAND NO 1 1946 AND PROJECTS
 LO1074'4 INCHES.
 LO1074'
 LO1074'REFERENCE MARK NO. 2 IS STAMPED--BRIDGELAND NO 2 1946 AND PROJECTS
 LO1074'4 INCHES.
 LO1074'
 LO1074'AZIMUTH MARK IS STAMPED--BRIDGELAND 1946.  IT IS ON THE NORTH
 LO1074'SLOPE OF GRASSY MESA, APPROXIMATELY 0.05 MILE FROM HIGHEST
 LO1074'POINT.  THE MARK PROJECTS 4 INCHES.
 LO1074'
 LO1074'TO REACH FROM DUCHESNE, GO EAST ON U.S. HIGHWAY 40 FOR 9.7 MILES
 LO1074'TO BRIDGELAND STORE AND POST OFFICE AT LARGE STEEL BRIDGE OVER
 LO1074'DUCHESNE RIVER.  CONTINUE EAST ON HIGHWAY FOR 1.9 MILES TO ROAD
 LO1074'RIGHT (SOUTH).  TURN RIGHT AND GO 0.45 MILE TO CROSSROADS.
 LO1074'CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO FORK, JUST AFTER
 LO1074'CROSSING CANAL.  TAKE LEFT FORK AND GO 1.4 MILES TO FORK.  TAKE
 LO1074'LEFT FORK AND GO 0.9 MILES (AT WHICH POINT THE AZIMUTH MARK IS
 LO1074'0.3 MILE SOUTH, UP HILL) CONTINUE ON ROAD FOR 0.2 MILE TO
 LO1074'FORK.  TURN LEFT AND FOLLOW TRACK ROAD UP HILL FOR 0.25 MILE TO
 LO1074'PILE OF ROCK ON RIGHT.  TURN LEFT ACROSS COUNTRY AND GO
 LO1074'NORTHWESTERLY FOR 0.1 MILE TO STATION AS DESCRIBED.  A DRIVE
 LO1074'STATION.
 LO1074
 LO1074                          STATION RECOVERY (1963)
 LO1074
 LO1074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LO1074'RECOVERED.
 LO1074'
 LO1074'STATION MARK--STANDARD DISK, STAMPED ---BRIDGELAND 1946---, PROJECTING
 LO1074'4 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0532 ***********************************************************************
 JM0532  DESIGNATION -  BRIDGER
 JM0532  PID         -  JM0532
 JM0532  STATE/COUNTY-  UT/SAN JUAN
 JM0532  COUNTRY     -  US
 JM0532  USGS QUAD   -  SOUTH SIX-SHOOTER PEAK (2017)
 JM0532
 JM0532                         *CURRENT SURVEY CONTROL
 JM0532  ______________________________________________________________________
 JM0532* NAD 83(1994) POSITION- 38 00 03.59482(N) 109 37 42.19811(W)   ADJUSTED
 JM0532* NAVD 88 ORTHO HEIGHT -  2167.3   (meters)     7111.    (feet) VERTCON3
 JM0532  ______________________________________________________________________
 JM0532  GEOID HEIGHT    -        -18.877 (meters)                     GEOID18
 JM0532  LAPLACE CORR    -          2.98  (seconds)                    DEFLEC18
 JM0532  HORZ ORDER      -  THIRD
 JM0532
 JM0532.The horizontal coordinates were established by classical geodetic methods
 JM0532.and adjusted by the National Geodetic Survey in November 1997.
 JM0532
 JM0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0532
 JM0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0532.GEOID18 height accuracy estimate available here.
 JM0532
 JM0532.Click photographs - Photos may exist for this station.
 JM0532
 JM0532.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0532
 JM0532. The following values were computed from the NAD 83(1994) position.
 JM0532
 JM0532;                    North         East     Units Scale Factor Converg.
 JM0532;SPC UT S     - 3,149,734.912   664,368.222   MT  0.99995844   +1 08 48.2
 JM0532;SPC UT S     -10,333,755.29  2,179,681.41   sFT  0.99995844   +1 08 48.2
 JM0532;UTM  12      - 4,206,813.364   620,425.015   MT  0.99977861   +0 50 40.4
 JM0532
 JM0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0532!SPC UT S     -   0.99966300  x   0.99995844  =   0.99962145
 JM0532!UTM  12      -   0.99966300  x   0.99977861  =   0.99944168
 JM0532
 JM0532:                Primary Azimuth Mark                     Grid Az
 JM0532:SPC UT S     -  COTTON                                   023 04 40.3
 JM0532:UTM  12      -  COTTON                                   023 22 48.1
 JM0532
 JM0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH2042506813(NAD 83)
 JM0532
 JM0532|---------------------------------------------------------------------|
 JM0532| PID    Reference Object                     Distance      Geod. Az  |
 JM0532|                                                           dddmmss.s |
 JM0532| JM0530 COTTON                              APPROX. 7.0 KM 0241328.5 |
 JM0532|---------------------------------------------------------------------|
 JM0532
 JM0532                          SUPERSEDED SURVEY CONTROL
 JM0532
 JM0532  NAD 83(1986)-  38 00 03.58638(N)    109 37 42.20255(W) AD(       ) 3
 JM0532  NAD 27      -  38 00 03.62695(N)    109 37 39.77739(W) AD(       ) 3
 JM0532  NGVD 29 (07/19/86) 2166.2    (m)         7107.     (f) VERT ANG       
 JM0532
 JM0532.Superseded values are not recommended for survey control.
 JM0532
 JM0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0532.See file dsdata.pdf to determine how the superseded data were derived.
 JM0532
 JM0532_MARKER: DD = SURVEY DISK
 JM0532_SETTING: 66 = SET IN ROCK OUTCROP
 JM0532_STAMPING: BRIDGER 1953
 JM0532_MARK LOGO: USGS
 JM0532_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0532+STABILITY: POSITION/ELEVATION WELL
 JM0532
 JM0532  HISTORY     - Date     Condition        Report By
 JM0532  HISTORY     - 1953     MONUMENTED       USGS
 JM0532
 JM0532                          STATION DESCRIPTION
 JM0532
 JM0532'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (JCS)
 JM0532'LOCATED ABOUT 41 MI. SSW. OF MOAB, 6 MI. SW. OF DUGOUT RANCH, 5.5 MI.
 JM0532'SW. OF JUNCTION OF INDIAN CREEK AND COTTONWOOD CANYON, 1.5 MI. W. OF
 JM0532'COTTONWOOD CANYON, ON PROMINENT SANDSTONE TOP PROJECTING ABOVE TIMBER
 JM0532'ON MESA THAT IS KNOWN LOCALLY AS BRIDGER JACK MESA.
 JM0532'
 JM0532'RECOVERED AS DESCRIBED, ALL MARKS IN GOOD
 JM0532'CONDITION.  A ---TO REACH--- DESCRIPTION IS AS FOLLOWS
 JM0532'
 JM0532'TO REACH FROM THE SAN JUAN COUNTY COURTHOUSE IN MONTICELLO, DRIVE N.
 JM0532'ON U.S. HIGHWAY 160 FOR 14.9 MI. TO SIDE RD. ON LEFT OPPOSITE CHURCH
 JM0532'ROCK AND AT THE TOP OF A RISE AND SIGN ---HOME OF TRUTH---, TURN LEFT
 JM0532'AND FOLLOW RD. INTO INDIAN CREEK FOR 20.3 MI. TO RD. FORKS AND SIGN
 JM0532'---GOOSEBERRY G S 32---, TAKE LEFT FORK FOR 0.4 MI. TO A GATE AT THE
 JM0532'DUGOUT RANCH, PASS THROUGH GATE AND CONTINUE FOR 0.3 MI. TO ANOTHER
 JM0532'GATE, GO THROUGH THIS GATE AND CONTINUE 3 MI. TO RD. FORKS AND SIGN
 JM0532'---GOOSEBERRY G S 29---, TAKE RIGHT FORK ACROSS COTTONWOOD CREEK FOR
 JM0532'4.4 MI. TO A SHARP TURN IN BOTTOM OF DRAIN AND END OF RD.  PROCEED
 JM0532'ON FOOT N. TO SMALL RIDGE, THENCE W. UP RIDGE TO SHEER SANDSTONE
 JM0532'CLIFFS, FROM HERE PROCEED W. UP DRAIN ON RIGHT TO THE TOP OF
 JM0532'BRIDGER JACK MESA.  PROCEED NNW. TO SMALL BARE SANDSTONE TOP WHICH
 JM0532'CLEARS THE TIMBER (ABOUT 2/3 OF A MI.).  THE STATION IS ON THIS TOP.
 JM0532'THERE IS A LARGE MESA ABOUT 1,000 FT. NE. AND SMALL SANDSTONE BUTTE
 JM0532'ABOUT 1,500 FT. E. OF THIS TOP.  ABOUT 75-MINUTE BACK PACK.
 JM0532'
 JM0532'STATION REACHED BY HELICOPTER.
 JM0532'
 JM0532'STATION MARK--STANDARD TABLET STAMPED ---BRIDGER 1953--- CEMENTED
 JM0532'IN SANDSTONE SURFACE.
 JM0532'
 JM0532'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 JM0532'1 1953--- CEMENTED IN SANDSTONE SURFACE, 6.50 FT. FROM STATION MARK,
 JM0532'S 89 DEG 46 MIN W.
 JM0532'
 JM0532'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 JM0532'2 1953--- CEMENTED IN SANDSTONE SURFACE, 9.22 FT. FROM STATION MARK,
 JM0532'N 61 DEG 48 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0549 ***********************************************************************
 HM0549  DESIGNATION -  BRIDGER JACK
 HM0549  PID         -  HM0549
 HM0549  STATE/COUNTY-  UT/SAN JUAN
 HM0549  COUNTRY     -  US
 HM0549  USGS QUAD   -  CATHEDRAL BUTTE (2017)
 HM0549
 HM0549                         *CURRENT SURVEY CONTROL
 HM0549  ______________________________________________________________________
 HM0549* NAD 83(1994) POSITION- 37 57 52.14117(N) 109 39 54.63155(W)   ADJUSTED
 HM0549* NAVD 88 ORTHO HEIGHT -  2298.3   (meters)     7540.    (feet) VERTCON3
 HM0549  ______________________________________________________________________
 HM0549  GEOID HEIGHT    -        -18.849 (meters)                     GEOID18
 HM0549  LAPLACE CORR    -          7.56  (seconds)                    DEFLEC18
 HM0549  HORZ ORDER      -  SECOND
 HM0549
 HM0549.The horizontal coordinates were established by classical geodetic methods
 HM0549.and adjusted by the National Geodetic Survey in November 1997.
 HM0549
 HM0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0549
 HM0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0549.GEOID18 height accuracy estimate available here.
 HM0549
 HM0549.Click photographs - Photos may exist for this station.
 HM0549
 HM0549.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0549
 HM0549. The following values were computed from the NAD 83(1994) position.
 HM0549
 HM0549;                    North         East     Units Scale Factor Converg.
 HM0549;SPC UT S     - 3,145,618.828   661,217.449   MT  0.99995624   +1 07 27.0
 HM0549;SPC UT S     -10,320,251.10  2,169,344.25   sFT  0.99995624   +1 07 27.0
 HM0549;UTM  12      - 4,202,714.726   617,253.134   MT  0.99976933   +0 49 16.5
 HM0549
 HM0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0549!SPC UT S     -   0.99964245  x   0.99995624  =   0.99959871
 HM0549!UTM  12      -   0.99964245  x   0.99976933  =   0.99941186
 HM0549
 HM0549:                Primary Azimuth Mark                     Grid Az
 HM0549:SPC UT S     -  HORSE                                    223 09 27.7
 HM0549:UTM  12      -  HORSE                                    223 27 38.2
 HM0549
 HM0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH1725302714(NAD 83)
 HM0549
 HM0549|---------------------------------------------------------------------|
 HM0549| PID    Reference Object                     Distance      Geod. Az  |
 HM0549|                                                           dddmmss.s |
 HM0549| CM6126 BRIDGER JACK RM 1                     8.426 METERS 20014     |
 HM0549| HM0559 HORSE                               APPROX.14.3 KM 2241654.7 |
 HM0549| CM6127 BRIDGER JACK RM 2                     3.970 METERS 30740     |
 HM0549|---------------------------------------------------------------------|
 HM0549
 HM0549                          SUPERSEDED SURVEY CONTROL
 HM0549
 HM0549  NAD 83(1986)-  37 57 52.13419(N)    109 39 54.63427(W) AD(       ) 2
 HM0549  NAD 27      -  37 57 52.17006(N)    109 39 52.16320(W) AD(       ) 2
 HM0549  NGVD 29 (07/19/86) 2297.2    (m)         7537.     (f) VERT ANG       
 HM0549
 HM0549.Superseded values are not recommended for survey control.
 HM0549
 HM0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0549.See file dsdata.pdf to determine how the superseded data were derived.
 HM0549
 HM0549_MARKER: DS = TRIANGULATION STATION DISK
 HM0549_SETTING: 66 = SET IN ROCK OUTCROP
 HM0549_STAMPING: BRIDGE JACK 1936
 HM0549_MARK LOGO: CGS
 HM0549_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0549+STABILITY: POSITION/ELEVATION WELL
 HM0549
 HM0549  HISTORY     - Date     Condition        Report By
 HM0549  HISTORY     - 1936     MONUMENTED       CGS
 HM0549
 HM0549                          STATION DESCRIPTION
 HM0549
 HM0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HM0549'ABOUT 19 MILES WEST-NORTHWEST OF MONTICELLO, 9.0 MILES SOUTHWEST
 HM0549'OF DUGOUT RANCH, ABOUT 150 YARDS NORTH OF EXTREME SOUTHWEST
 HM0549'POINT OF BRIDGER JACK MESA, AND IN SEC. 25, T. 32 S., R. 20 E.
 HM0549'TO REACH FROM MONTICELLO, FOLLOW U.S. HIGHWAY 450 NORTH 15.25
 HM0549'MILES TO SMALL BOARD SHACK AND SIGN READING HOME OF TRUTH ON
 HM0549'LEFT.  LEAVE HIGHWAY AND GO WEST ON UNGRADED ROAD PAST HOME
 HM0549'OF TRUTH 20.65 MILES TO DUGOUT RANCH.  JUST BEFORE ASCENDING
 HM0549'SHORT GRADE TO RANCH GATE, BEAR LEFT DOWN CREEK BETWEEN BANK
 HM0549'AND SMALL BUILDINGS ON VERY DIM TRACKS CROSSING INDIAN CREEK
 HM0549'AND FOLLOWING UP WEST SIDE OF COTTONWOOD CREEK 8.1 MILES TO
 HM0549'OLD CORRALS AT DESERTED HI WILSON RANCH AND END OF TRUCK
 HM0549'TRAVEL (LAST 8.1 MILES OF TRUCK TRAVEL ARE VERY BAD).
 HM0549'FROM RANCH FOLLOW MAIN CATTLE TRAIL UP WEST SIDE OF CANYON
 HM0549'2.0 MILES TO FIRST LARGE SIDE CANYON TO WEST (THIS
 HM0549'CANYON IS JUST ABOVE MOUTH OF BLIND CANYON AND LOW RED RIDGE
 HM0549'EXTENDS OUT FROM WEST SIDE OF COTTONWOOD CANYON JUST
 HM0549'BELOW IT).  FOLLOW TRAIL UP SIDE CANYON, ACROSS SAGE BRUSH
 HM0549'FLATS ABOUT 0.5 MILE.  THENCE UP ALONG SOUTH WALL 0.5 MILE TO
 HM0549'WHERE IT CLIMBS ONTO MESA NEAR FOOT OF HIGH STEEP MESA TO
 HM0549'WEST.  BEAR SOUTH ACROSS JUNIPER MESA ABOUT 0.25 MILE TO
 HM0549'FOOT OF STEEP RIDGE EXTENDING EASTWARD FROM HIGH MESA TO
 HM0549'WHERE WELL-MARKED TRAIL WILL BE FOUND, CIRCLING UP
 HM0549'THROUGH RIM ROCK ABOUT 1.0 MILE TO SUMMIT OF MAIN MESA.
 HM0549'FROM TOP OF MESA, FOLLOW TRAIL NORTHWEST ALONG NARROW RIDGE ABOUT
 HM0549'0.75 MILE TO POINT WHERE MESA WIDENS.  FROM HERE FOLLOW
 HM0549'NEAR LEFT-HAND (SOUTH) RIM ABOUT 0.5 MILE TO EXTREME
 HM0549'SOUTHWEST AND HIGHEST POINT AND STATION SITE.  BACK PACKING
 HM0549'REQUIRES 5 HOURS.  MARKED BY STANDARD STATION DISK IN OUTCROPPING
 HM0549'BEDROCK.  REFERENCE MARKS ARE STANDARD REFERENCE
 HM0549'DISKS IN OUTCROPPING BEDROCK.  NO 1 IS 8.426 METERS
 HM0549'(27.64 FEET) SOUTH-SOUTHWEST OF STATION S 20 DEG 14 MIN W.
 HM0549'NO. 2 IS 3.970 METERS (13.02 FEET) NORTHWEST OF
 HM0549'STATION N 52 DEG 20 MIN W.  DISTANCE BETWEEN REFERENCE
 HM0549'MARKS IS 33.89 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0550 ***********************************************************************
 HM0550  DESIGNATION -  BRIDGER JACK AZ MK
 HM0550  PID         -  HM0550
 HM0550  STATE/COUNTY-  UT/SAN JUAN
 HM0550  COUNTRY     -  US
 HM0550  USGS QUAD   -  CATHEDRAL BUTTE (2017)
 HM0550
 HM0550                         *CURRENT SURVEY CONTROL
 HM0550  ______________________________________________________________________
 HM0550* NAD 83(1994) POSITION- 37 57 44.97994(N) 109 39 29.76439(W)   ADJUSTED
 HM0550* NAVD 88 ORTHO HEIGHT -  2272.    (meters)     7454.    (feet) SCALED
 HM0550  ______________________________________________________________________
 HM0550  GEOID HEIGHT    -        -18.837 (meters)                     GEOID18
 HM0550  LAPLACE CORR    -          3.34  (seconds)                    DEFLEC18
 HM0550  HORZ ORDER      -  SECOND
 HM0550
 HM0550.The horizontal coordinates were established by classical geodetic methods
 HM0550.and adjusted by the National Geodetic Survey in November 1997.
 HM0550
 HM0550.The orthometric height was scaled from a topographic map.
 HM0550
 HM0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0550.GEOID18 height accuracy estimate available here.
 HM0550
 HM0550.Click photographs - Photos may exist for this station.
 HM0550
 HM0550.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0550
 HM0550. The following values were computed from the NAD 83(1994) position.
 HM0550
 HM0550;                    North         East     Units Scale Factor Converg.
 HM0550;SPC UT S     - 3,145,410.015   661,828.653   MT  0.99995613   +1 07 42.3
 HM0550;SPC UT S     -10,319,566.02  2,171,349.51   sFT  0.99995613   +1 07 42.3
 HM0550;UTM  12      - 4,202,502.724   617,863.112   MT  0.99977110   +0 49 31.6
 HM0550
 HM0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0550!SPC UT S     -   0.99964656  x   0.99995613  =   0.99960270
 HM0550!UTM  12      -   0.99964656  x   0.99977110  =   0.99941774
 HM0550
 HM0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH1786302502(NAD 83)
 HM0550
 HM0550                          SUPERSEDED SURVEY CONTROL
 HM0550
 HM0550  NAD 83(1986)-  37 57 44.97292(N)    109 39 29.76743(W) AD(       ) 2
 HM0550  NAD 27      -  37 57 45.00848(N)    109 39 27.29960(W) AD(       ) 2
 HM0550
 HM0550.Superseded values are not recommended for survey control.
 HM0550
 HM0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0550.See file dsdata.pdf to determine how the superseded data were derived.
 HM0550
 HM0550_MARKER: DZ = AZIMUTH MARK DISK
 HM0550_SETTING: 66 = SET IN ROCK OUTCROP
 HM0550_STAMPING: BRIDGER JACK 1936
 HM0550_MARK LOGO: CGS
 HM0550_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0550+STABILITY: POSITION/ELEVATION WELL
 HM0550
 HM0550  HISTORY     - Date     Condition        Report By
 HM0550  HISTORY     - 1936     MONUMENTED       CGS
 HM0550
 HM0550                          STATION DESCRIPTION
 HM0550
 HM0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HM0550'ABOUT 19 MILES WEST-NORTHWEST OF MONTICELLO, 9.0 MILES SOUTHWEST
 HM0550'OF DUGOUT RANCH, IN LA SAL NATIONAL FOREST.  TO REACH, FOLLOW
 HM0550'ROUTE TO STATION BRIDGER JACK (SEE GEOGRAPHIC POSITION AND
 HM0550'DESCRIPTION THEREOF) TO TOP OF MAIN MESA.  FROM HERE FOLLOW
 HM0550'TRAIL NORTHWEST ALONG NARROW RIDGE ABOUT 1/2 MILE TO HIGHEST
 HM0550'POINT OF NARROW RIDGE AND AZIMUTH MARK SITE.  MARKED BY STANDARD
 HM0550'AZIMUTH DISK IN OUTCROPPING BEDROCK FLUSH WITH SURFACE OF
 HM0550'GROUND.  DUE TO EXCESSIVE CLEARING REQUIRED, THIS
 HM0550'MARK WAS NOT OBSERVED FROM STATION BRIDGER JACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0262 ***********************************************************************
 HM0262  DESIGNATION -  BRIDGES 2
 HM0262  PID         -  HM0262
 HM0262  STATE/COUNTY-  UT/SAN JUAN
 HM0262  COUNTRY     -  US
 HM0262  USGS QUAD   -  KANE GULCH (2017)
 HM0262
 HM0262                         *CURRENT SURVEY CONTROL
 HM0262  ______________________________________________________________________
 HM0262* NAD 83(1994) POSITION- 37 32 50.72161(N) 109 59 09.94077(W)   NO CHECK
 HM0262* NAVD 88 ORTHO HEIGHT -  1968.41  (+/-2cm)     6458.0   (feet) VERTCON3
 HM0262  ______________________________________________________________________
 HM0262  GEOID HEIGHT    -        -19.866 (meters)                     GEOID18
 HM0262  LAPLACE CORR    -          6.29  (seconds)                    DEFLEC18
 HM0262  HORZ ORDER      -  THIRD
 HM0262  VERT ORDER      -  THIRD (See Below)
 HM0262
 HM0262.The horizontal coordinates were established by classical geodetic methods
 HM0262.and adjusted by the National Geodetic Survey in November 1997.
 HM0262
 HM0262.No horizontal observational check was made to the station.
 HM0262
 HM0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0262
 HM0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0262.GEOID18 height accuracy estimate available here.
 HM0262
 HM0262.The vertical order pertains to the NGVD 29 superseded value.
 HM0262
 HM0262.Click photographs - Photos may exist for this station.
 HM0262
 HM0262.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0262
 HM0262. The following values were computed from the NAD 83(1994) position.
 HM0262
 HM0262;                    North         East     Units Scale Factor Converg.
 HM0262;SPC UT S     - 3,098,831.789   633,771.822   MT  0.99995978   +0 55 39.2
 HM0262;SPC UT S     -10,166,750.63  2,079,299.72   sFT  0.99995978   +0 55 39.2
 HM0262;UTM  12      - 4,156,085.526   589,563.675   MT  0.99969881   +0 37 04.6
 HM0262
 HM0262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0262!SPC UT S     -   0.99969432  x   0.99995978  =   0.99965412
 HM0262!UTM  12      -   0.99969432  x   0.99969881  =   0.99939323
 HM0262
 HM0262:                Primary Azimuth Mark                     Grid Az
 HM0262:SPC UT S     -  BRIDGES AZ MK                            125 05 06.9
 HM0262:UTM  12      -  BRIDGES AZ MK                            125 23 41.5
 HM0262
 HM0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG8956356085(NAD 83)
 HM0262
 HM0262|---------------------------------------------------------------------|
 HM0262| PID    Reference Object                     Distance      Geod. Az  |
 HM0262|                                                           dddmmss.s |
 HM0262| HM0263 BRIDGES 2 RM 4                       11.733 METERS 06154     |
 HM0262| CM6129 BRIDGES AZ MK                                      1260046.1 |
 HM0262| HM0316 BRIDGES RESET                        26.043 METERS 22641     |
 HM0262| HM0264 BRIDGES 2 RM 5                       11.803 METERS 31725     |
 HM0262|---------------------------------------------------------------------|
 HM0262
 HM0262                          SUPERSEDED SURVEY CONTROL
 HM0262
 HM0262  NAD 83(1986)-  37 32 50.71600(N)    109 59 09.94366(W) AD(       ) 3
 HM0262  NGVD 29 (??/??/??) 1967.34   (m)         6454.5    (f) RESET       3  
 HM0262  NGVD 29            1967.34   (m)         6454.5    (f) LEVELING    3  
 HM0262
 HM0262.Superseded values are not recommended for survey control.
 HM0262
 HM0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0262.See file dsdata.pdf to determine how the superseded data were derived.
 HM0262
 HM0262_MARKER: DS = TRIANGULATION STATION DISK
 HM0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0262_STAMPING: BRIDGES 2 B.M. RESET 1969
 HM0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0262+STABILITY: SURFACE MOTION
 HM0262
 HM0262  HISTORY     - Date     Condition        Report By
 HM0262  HISTORY     - 1969     MONUMENTED       CGS
 HM0262  HISTORY     - 1969     GOOD             CGS
 HM0262
 HM0262                          STATION DESCRIPTION
 HM0262
 HM0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LS)
 HM0262'THE STATION IS LOCATED ABOUT 28 MILES WEST-SOUTHWEST OF BLANDING,
 HM0262'4-1/2 MILES SOUTHEAST OF THE STORE AND SERVICE STATION AT FRY
 HM0262'CANYON, 7 MILES WEST OF THE JUNCTION OF STATE HIGHWAYS 95 AND
 HM0262'261, AND ON THE TOP OF A CUT-BANK ON THE NORTHEAST SIDE OF
 HM0262'HIGHWAY 95.  IT IS IN SECTION 24 OR 25, T 37 S, R 17 E.
 HM0262'
 HM0262'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 95
 HM0262'AND 261, ABOUT 37 MILES WEST-SOUTHWEST OF BLANDING, DRIVE WEST
 HM0262'ON STATE HIGHWAY 95 FOR 1.4 MILES TO A Y-FORK.  KEEP THE
 HM0262'LEFT FORK AND CONTINUE WEST FOR 5.3 MILES TO A CURVE TO THE
 HM0262'NORTH AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHERLY
 HM0262'ON THE HIGHWAY FOR 0.65 MILE TO A SUMMIT AND THE STATION ON
 HM0262'THE RIGHT.
 HM0262'
 HM0262'THE UNDERGROUND-STATION MARK IS A STANDARD DISK SET IN CONCRETE
 HM0262'3 FEET BELOW THE GROUND SURFACE, AND IS STAMPED BRIDGES 2
 HM0262'1969.
 HM0262'
 HM0262'THE SURFACE-STATION MARK IS A STANDARD DISK, STAMPED BRIDGES 2
 HM0262'B.M. RESET 1969, SET IN THE TOP OF A CYLINDRICAL CONCRETE
 HM0262'MONUMENT THAT IS 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES
 HM0262'ABOVE THE GROUND.  IT IS 68 FEET NORTHEAST OF THE CENTER OF THE
 HM0262'HIGHWAY, 15.0 FEET NORTHEAST OF THE TOP OF THE CUT-BANK,
 HM0262'AND 3.0 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN
 HM0262'ATTACHED.
 HM0262'
 HM0262'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED BRIDGES 2 NO 4
 HM0262'1969, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT
 HM0262'IS 10 INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND.
 HM0262'IT IS 106 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 52 FEET
 HM0262'NORTHEAST OF THE TOP OF THE CUT-BANK, AND 1.5 FEET
 HM0262'SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 HM0262'
 HM0262'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED BRIDGES NO 5 1969,
 HM0262'SET IN THE TOP OF A 10 INCHES IN DIAMETER CONCRETE CYLINDER
 HM0262'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 75 FEET
 HM0262'NORTHEAST OF THE CENTER OF THE HIGHWAY, 19.0 FEET NORTHEAST OF
 HM0262'THE TOP OF THE CUT-BANK, 4.5 FEET EAST OF THE EAST BASE OF A
 HM0262'10 INCHES IN DIAMETER CEDAR TREE, AND 1.2 FEET SOUTHEAST OF
 HM0262'A METAL WITNESS POST WITH SIGN.
 HM0262'
 HM0262'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BRIDGES 1936,
 HM0262'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 HM0262'GROUND.  IT IS 0.4 MILE WEST OF THE DIVISION OF THE OLD AND
 HM0262'NEW STATE HIGHWAY 95 (NOW UNDER CONSTRUCTION), AT A POINT WHERE
 HM0262'THE HIGHWAY CURVES FROM EAST-WEST TO NORTH-SOUTH, 0.05 MILE
 HM0262'SOUTHEAST OF A SCENIC TURN-OUT AND OBSERVATION POINT ALONG THE
 HM0262'OLD HIGHWAY, 158 FEET SOUTHWEST, AND ABOUT 20 FEET ABOVE, THE
 HM0262'STAKED CENTER LINE OF THE NEW HIGHWAY, 56.0 FEET
 HM0262'EAST-NORTHEAST OF THE CENTER OF THE OLD HIGHWAY, AND 2.0 FEET
 HM0262'SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 HM0262
 HM0262                          STATION RECOVERY (1969)
 HM0262
 HM0262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HM0262'14.5 MI SE FROM FRY CANYON.
 HM0262'ABOUT 14.7 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HM0262'AT FRY CANYON OR 7.2 MILES WEST-NORTHWEST OF THE JUNCTION OF STATE
 HM0262'HIGHWAYS 95 AND 261, AT A SUMMIT, 68.0 FEET NORTHEAST OF THE CENTER OF
 HM0262'HIGHWAY 95, 15.0 FEET NORTHEAST OF THE TOP EDGE OF A CUTBANK, AND 3.0
 HM0262'FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN. THE BRONZE DISK IS
 HM0262'SET IN THE TOP OF A 12 INCH IN DIAMETER CYLINDRICAL CONCRETE MONUMENT
 HM0262'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE. SECTION 24 OR 25, T
 HM0262'37 S., R 17 E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0263 ***********************************************************************
 HM0263  DESIGNATION -  BRIDGES 2 RM 4
 HM0263  PID         -  HM0263
 HM0263  STATE/COUNTY-  UT/SAN JUAN
 HM0263  COUNTRY     -  US
 HM0263  USGS QUAD   -  KANE GULCH (2017)
 HM0263
 HM0263                         *CURRENT SURVEY CONTROL
 HM0263  ______________________________________________________________________
 HM0263* NAD 83(1986) POSITION- 37 32 50.90   (N) 109 59 09.52   (W)   HD_HELD1
 HM0263* NAVD 88 ORTHO HEIGHT -  1968.48  (+/-2cm)     6458.3   (feet) VERTCON3
 HM0263  ______________________________________________________________________
 HM0263  GEOID HEIGHT    -        -19.866 (meters)                     GEOID18
 HM0263  VERT ORDER      -  THIRD (See Below)
 HM0263
 HM0263.The horizontal coordinates were determined by differentially corrected
 HM0263.hand held GPS observations or other comparable positioning techniques
 HM0263.and have an estimated accuracy of +/- 3 meters.
 HM0263
 HM0263.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0263
 HM0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0263.GEOID18 height accuracy estimate available here.
 HM0263
 HM0263.The vertical order pertains to the NGVD 29 superseded value.
 HM0263
 HM0263.Click photographs - Photos may exist for this station.
 HM0263
 HM0263;                    North         East    Units  Estimated Accuracy
 HM0263;SPC UT S     - 3,098,837.5     633,782.1     MT  (+/- 3 meters HH1 GPS) 
 HM0263
 HM0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG8957356091(NAD 83)
 HM0263
 HM0263                          SUPERSEDED SURVEY CONTROL
 HM0263
 HM0263  NGVD 29 (??/??/??) 1967.42   (m)         6454.8    (f) RESET       3  
 HM0263
 HM0263.Superseded values are not recommended for survey control.
 HM0263
 HM0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0263.See file dsdata.pdf to determine how the superseded data were derived.
 HM0263
 HM0263_MARKER: DR = REFERENCE MARK DISK
 HM0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0263_STAMPING: BRIDGES 2 NO 4 1969
 HM0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0263+STABILITY: SURFACE MOTION
 HM0263
 HM0263  HISTORY     - Date     Condition        Report By
 HM0263  HISTORY     - 1969     MONUMENTED       CGS
 HM0263
 HM0263                          STATION DESCRIPTION
 HM0263
 HM0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HM0263'4.5 MI SE FROM FRY CANYON.
 HM0263'ABOUT 14.7 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HM0263'AT FRY CANYON, OR 7.2 MILES WEST-NORTHWEST OF THE JUNCTION OF STATE
 HM0263'HIGHWAYS 95 AND 261, AT A SUMMIT, 106.0 FEET NORTHEAST OF THE CENTER
 HM0263'OF HIGHWAY 95, 52.0 FEET NORTHEAST OF THE TOP EDGE OF A CUTBANK,
 HM0263'38.485 FEET NORTHEAST OF TRIANGULATION STATION BRIDGES 2 1969, AND 1.5
 HM0263'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN. THE BRONZE
 HM0263'DISK IS SET IN THE TOP OF A 10 INCHES IN DIAMETER CYLINDRICAL CONCRETE
 HM0263'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE. SECTION 24
 HM0263'OR 25, T 37S., R 17 E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0264 ***********************************************************************
 HM0264  DESIGNATION -  BRIDGES 2 RM 5
 HM0264  PID         -  HM0264
 HM0264  STATE/COUNTY-  UT/SAN JUAN
 HM0264  COUNTRY     -  US
 HM0264  USGS QUAD   -  KANE GULCH (2017)
 HM0264
 HM0264                         *CURRENT SURVEY CONTROL
 HM0264  ______________________________________________________________________
 HM0264* NAD 83(1986) POSITION- 37 32 51.00   (N) 109 59 10.27   (W)   HD_HELD1
 HM0264* NAVD 88 ORTHO HEIGHT -  1968.41  (+/-2cm)     6458.0   (feet) VERTCON3
 HM0264  ______________________________________________________________________
 HM0264  GEOID HEIGHT    -        -19.866 (meters)                     GEOID18
 HM0264  VERT ORDER      -  THIRD (See Below)
 HM0264
 HM0264.The horizontal coordinates were determined by differentially corrected
 HM0264.hand held GPS observations or other comparable positioning techniques
 HM0264.and have an estimated accuracy of +/- 3 meters.
 HM0264
 HM0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0264
 HM0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0264.GEOID18 height accuracy estimate available here.
 HM0264
 HM0264.The vertical order pertains to the NGVD 29 superseded value.
 HM0264
 HM0264.Click photographs - Photos may exist for this station.
 HM0264
 HM0264;                    North         East    Units  Estimated Accuracy
 HM0264;SPC UT S     - 3,098,840.2     633,763.6     MT  (+/- 3 meters HH1 GPS) 
 HM0264
 HM0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG8955556094(NAD 83)
 HM0264
 HM0264                          SUPERSEDED SURVEY CONTROL
 HM0264
 HM0264  NGVD 29 (??/??/??) 1967.34   (m)         6454.5    (f) RESET       3  
 HM0264
 HM0264.Superseded values are not recommended for survey control.
 HM0264
 HM0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0264.See file dsdata.pdf to determine how the superseded data were derived.
 HM0264
 HM0264_MARKER: DR = REFERENCE MARK DISK
 HM0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0264_STAMPING: BRIDGES 2 NO 5 1969
 HM0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0264+STABILITY: SURFACE MOTION
 HM0264
 HM0264  HISTORY     - Date     Condition        Report By
 HM0264  HISTORY     - 1969     MONUMENTED       CGS
 HM0264
 HM0264                          STATION DESCRIPTION
 HM0264
 HM0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HM0264'14.5 MI SE FROM FRY CANYON.
 HM0264'ABOUT 14.7 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HM0264'AT FRY CANYON, OR 7.2 MILES WEST-NORTHWEST OF THE JUNCTION OF STATE
 HM0264'HIGHWAYS 95 AND 261, AT A SUMMIT, 75.0 FEET NORTHEAST OF THE CENTER OF
 HM0264'HIGHWAY 95, 38.72 FEET NORTHWEST OF TRIANGULATION STATION BRIDGES 2
 HM0264'1969, 19.0 FEET NORTHEAST OF THE TOP OF A CUT-BANK, 4.5 FEET EAST OF
 HM0264'THE EAST BASE OF A 10 INCHES IN DIAMETER CEDAR TREE, AND 1.2 FEET
 HM0264'SOUTHEAST OF A METAL WITNESS POST WITH SIGN.  THE BRONZE DISK IS SET
 HM0264'IN THE TOP OF A 10 INCHES IN DIAMETER CYLINDRICAL CONCRETE MONUMENT
 HM0264'THAT PROJECTS 2 INCHES ABOVE THE GROUND. SECTION 24 OR 25, 37 S., R 17
 HM0264'E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0692 ***********************************************************************
 MS0692  CBN         -  This is a Cooperative Base Network Control Station.
 MS0692  PACS        -  This is a Primary Airport Control Station.
 MS0692  DESIGNATION -  BRIGAIR
 MS0692  PID         -  MS0692
 MS0692  STATE/COUNTY-  UT/BOX ELDER
 MS0692  COUNTRY     -  US
 MS0692  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0692
 MS0692                         *CURRENT SURVEY CONTROL
 MS0692  ______________________________________________________________________
 MS0692* NAD 83(2011) POSITION- 41 32 21.55182(N) 112 03 50.72615(W)   ADJUSTED
 MS0692* NAD 83(2011) ELLIP HT-  1272.437 (meters)        (06/27/12)   ADJUSTED
 MS0692* NAD 83(2011) EPOCH   -  2010.00
 MS0692* NAVD 88 ORTHO HEIGHT -  1288.55  (meters)     4227.5   (feet) GPS OBS
 MS0692  ______________________________________________________________________
 MS0692  NAVD 88 orthometric height was determined with geoid model    GEOID93
 MS0692  GEOID HEIGHT    -         -15.87 (meters)                     GEOID93
 MS0692  GEOID HEIGHT    -        -16.148 (meters)                     GEOID18
 MS0692  NAD 83(2011) X  - -1,796,340.619 (meters)                     COMP
 MS0692  NAD 83(2011) Y  - -4,431,819.682 (meters)                     COMP
 MS0692  NAD 83(2011) Z  -  4,208,285.773 (meters)                     COMP
 MS0692  LAPLACE CORR    -          8.28  (seconds)                    DEFLEC18
 MS0692
 MS0692  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MS0692  Standards:
 MS0692         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MS0692            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MS0692  -------------------------------------------------------------------
 MS0692  NETWORK    0.86   1.67           0.37   0.33   0.85      0.09989243
 MS0692  -------------------------------------------------------------------
 MS0692  Click here for local accuracies and other accuracy information.
 MS0692
 MS0692.This mark is at Brigham City Airport (BMC)
 MS0692
 MS0692.The horizontal coordinates were established by GPS observations
 MS0692.and adjusted by the National Geodetic Survey in June 2012.
 MS0692
 MS0692.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MS0692.been affixed to the stable North American tectonic plate. See 
 MS0692.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MS0692
 MS0692.The horizontal coordinates are valid at the epoch date displayed above
 MS0692.which is a decimal equivalence of Year/Month/Day.
 MS0692
 MS0692.The orthometric height was determined by GPS observations and a
 MS0692.high-resolution geoid model.
 MS0692
 MS0692.GPS derived orthometric heights for airport stations designated as
 MS0692.PACS or SACS are published to 2 decimal places.  This maintains
 MS0692.centimeter relative accuracy between the PACS and SACS.  It does
 MS0692.not indicate centimeter accuracy relative to other marks which are
 MS0692.part of the published vertical control network.
 MS0692
 MS0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0692.GEOID18 height accuracy estimate available here.
 MS0692
 MS0692.Click photographs - Photos may exist for this station.
 MS0692
 MS0692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MS0692
 MS0692.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0692
 MS0692.The ellipsoidal height was determined by GPS observations
 MS0692.and is referenced to NAD 83.
 MS0692
 MS0692. The following values were computed from the NAD 83(2011) position.
 MS0692
 MS0692;                    North         East     Units Scale Factor Converg.
 MS0692;SPC UT N     - 1,134,079.502   452,930.863   MT  0.99996950   -0 22 19.0
 MS0692;SPC UT N     - 3,720,725.83  1,485,990.67   sFT  0.99996950   -0 22 19.0
 MS0692;UTM  12      - 4,599,176.100   411,241.166   MT  0.99969695   -0 42 20.4
 MS0692
 MS0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0692!SPC UT N     -   0.99980046  x   0.99996950  =   0.99976996
 MS0692!UTM  12      -   0.99980046  x   0.99969695  =   0.99949747
 MS0692
 MS0692:                Primary Azimuth Mark                     Grid Az
 MS0692:SPC UT N     -  BMC B                                    038 57 00.8
 MS0692:UTM  12      -  BMC B                                    039 17 02.2
 MS0692
 MS0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1124199176(NAD 83)
 MS0692
 MS0692|---------------------------------------------------------------------|
 MS0692| PID    Reference Object                     Distance      Geod. Az  |
 MS0692|                                                           dddmmss.s |
 MS0692| AE2222 BMC B                               APPROX. 0.5 KM 0383441.8 |
 MS0692| MS0052 M 93                                  8.387 METERS 09844     |
 MS0692| MS0691 BRIGHAM CITY BOX TABERNA SPIRE      APPROX. 5.6 KM 1323505.8 |
 MS0692| CM5224 BRIGAIR RM 1                         10.296 METERS 35542     |
 MS0692| MS0053 N 93                                330.518 METERS 35921     |
 MS0692| MS0693 BRIGHAM CITY MUN APT BEACON         360.930 METERS 35957     |
 MS0692|---------------------------------------------------------------------|
 MS0692
 MS0692                          SUPERSEDED SURVEY CONTROL
 MS0692
 MS0692  NAD 83(2007)-  41 32 21.55153(N)    112 03 50.72727(W) AD(2002.00) 0
 MS0692  ELLIP H (02/10/07) 1272.452  (m)                       GP(2002.00)    
 MS0692  ELLIP H (11/14/01) 1272.468  (m)                       GP(       ) 4 2
 MS0692  NAD 83(1994)-  41 32 21.55069(N)    112 03 50.72567(W) AD(       ) B
 MS0692  ELLIP H (04/21/95) 1272.522  (m)                       GP(       ) 4 1
 MS0692  NAD 83(1986)-  41 32 21.54376(N)    112 03 50.71718(W) AD(       ) 2
 MS0692  NAD 27      -  41 32 21.78310(N)    112 03 47.91040(W) AD(       ) 2
 MS0692  NGVD 29 (07/19/86) 1287.6    (m)         4224.     (f) VERT ANG       
 MS0692
 MS0692.Superseded values are not recommended for survey control.
 MS0692
 MS0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0692.See file dsdata.pdf to determine how the superseded data were derived.
 MS0692
 MS0692_MARKER: DS = TRIANGULATION STATION DISK
 MS0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0692_STAMPING: BRIGAIR 1963
 MS0692_MARK LOGO: CGS
 MS0692_PROJECTION: PROJECTING 2 CENTIMETERS
 MS0692_MAGNETIC: N = NO MAGNETIC MATERIAL
 MS0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0692+STABILITY: SURFACE MOTION
 MS0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0692+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2011
 MS0692
 MS0692  HISTORY     - Date     Condition        Report By
 MS0692  HISTORY     - 1963     MONUMENTED       CGS
 MS0692  HISTORY     - 19931001 GOOD             NGS
 MS0692  HISTORY     - 20010314 GOOD             CHANCE
 MS0692  HISTORY     - 20030718 GOOD             NGS
 MS0692  HISTORY     - 20061002 GOOD             INDIV
 MS0692  HISTORY     - 20110215 GOOD             INDIV
 MS0692
 MS0692                          STATION DESCRIPTION
 MS0692
 MS0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MS0692'THE STATION IS ABOUT 13 MILES SOUTHWEST OF HYRUM, 6 MILES
 MS0692'SOUTHEAST OF BEAR RIVER CITY AND 3 MILES NORTHWEST OF BRIGHAM
 MS0692'CITY, ON THE BRIGHAM CITY MUNICIPAL AIRPORT.
 MS0692'
 MS0692'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 191,
 MS0692'91, 89 AND 30S IN BRIGHAM CITY, GO NORTH AND WEST ON U.S.
 MS0692'HIGHWAYS 191 AND 30S FOR 3.95 MILES TO A PAVED ROAD RIGHT
 MS0692'AND A SIGN AIRPORT.  TURN RIGHT AND FOLLOW PAVED ROAD NORTH
 MS0692'AND WEST FOR 0.7 MILE TO THE ENTRANCE TO THE AIRPORT AND BENCH
 MS0692'MARK N 93 ON THE RIGHT.  TURN RIGHT, PASSING THROUGH GATE THEN
 MS0692'TURN RIGHT AND GO SOUTH ALONG EAST SIDE OF FENCE FOR 0.25 MILE
 MS0692'TO A FENCE CORNER AND THE STATION.
 MS0692'
 MS0692'STATION MARK IS A STANDARD DISK, STAMPED BRIGAIR 1963, SET
 MS0692'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 MS0692'INCHES.  IT IS 39 FEET EAST OF THE CENTERLINE OF A PAVED
 MS0692'ROAD, 4 FEET SOUTHEAST OF A WITNESS POST AND 3.5 FEET NORTHEAST
 MS0692'OF THE FENCE CORNER.
 MS0692'
 MS0692'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRIGAIR NO 1
 MS0692'1963, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MS0692'2 INCHES.  IT IS 36 FEET EAST OF THE CENTERLINE OF THE ROAD,
 MS0692'36 FEET NORTH OF THE FENCE CORNER, 1 FOOT EAST OF A FENCE
 MS0692'AND ABOUT THE SAME ELEVATION AS THE STATION.
 MS0692'
 MS0692'BENCH MARK M 93 IS A STANDARD DISK, STAMPED M 93 1953, SET
 MS0692'IN THE TOP OF A ROUND CONCRETE POST 10 INCHES IN DIAMETER
 MS0692'AND FLUSH WITH THE GROUND.  IT IS 66 FEET EAST OF THE CENTERLINE
 MS0692'OF THE ROAD, 30 FEET EAST OF THE FENCE CORNER, 1 FOOT SOUTH
 MS0692'OF A FENCE, 1 FOOT WEST OF A WITNESS POST AND ABOUT THE SAME
 MS0692'ELEVATION AS THE STATION.
 MS0692'
 MS0692'BENCH MARK N 93 IS A STANDARD DISK, STAMPED N 93 1953, SET
 MS0692'IN THE TOP OF A ROUND CONCRETE POST 10 INCHES IN DIAMETER AND
 MS0692'FLUSH WITH THE GROUND.  IT IS 95 FEET SOUTH OF THE CENTER
 MS0692'OF THE BASE OF THE AIRPORT BEACON, 68 FEET WEST OF THE SOUTHWEST
 MS0692'CORNER OF THE HANGER, 31 FEET EAST OF THE CENTERLINE OF A
 MS0692'PAVED ROAD, 31 FEET NORTH OF THE NORTH GATE POST OF A GATE
 MS0692'AND 2 FEET SOUTH OF A WITNESS POST.
 MS0692
 MS0692                          STATION RECOVERY (1993)
 MS0692
 MS0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 MS0692'STATION IS LOCATED ABOUT 5 KM (3.10 MI)  NORTHWEST OF BRIGHAM CITY,
 MS0692'ALONG THE ENTRANCE ROAD TO THE BRIGHAM CITY AIRPORT, AT THE NORTH END
 MS0692'OF A ROAD TURN, ADJACENT TO THE AIRPORT PERIMETER FENCE.
 MS0692'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE
 MS0692'UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAYS 15, 84 AND STATE
 MS0692'HIGHWAY 133 (EXIT 368), ABOUT 6 KM (3.70 MI) NORTHWEST OF BRIGHAM
 MS0692'CITY, GO SOUTHEAST ON HIGHWAY 13 FOR 0.50 KM (0.30 MI)  TO A PAVED
 MS0692'ROAD LEFT.  TURN LEFT, NORTH, ON 1850 WEST FOR 0.75 KM (0.45 MI) TO A
 MS0692'RIGHT TURN IN ROAD AND STATION ON THE RIGHT, OUTSIDE OF THE PERIMETER
 MS0692'FENCE. STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 MS0692'PROJECTING 2 CM ABOVE GROUND.  IT IS 8.6 M (28.2 FT)  EAST OF, AND 0.5
 MS0692'M (1.6 FT)  LOWER THAN THE ROAD CENTER, 0.6 M (2.0 FT)  WEST OF THE
 MS0692'FENCE, 0.4 M (1.3 FT)  NORTH OF A FIBERGLASS WITNESS POST, 1.8 M (5.9
 MS0692'FT)  SOUTH OF A BENT METAL WITNESS POST IN CONCRETE POST PARTIALLY OUT
 MS0692'OF THE GROUND, 7.7 M (25.3 FT)  SOUTH OF AN UNDERGROUND CABLE WITNESS
 MS0692'POST IN THE FENCE LINE, AND ON THE EXTENDED FENCE LINE LEADING SOUTH.
 MS0692'DESCRIBED BY G.R.HEID
 MS0692
 MS0692                          STATION RECOVERY (2001)
 MS0692
 MS0692'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 2001 (FJO)
 MS0692'RECOVERED IN GOOD CONDITION.
 MS0692
 MS0692                          STATION RECOVERY (2003)
 MS0692
 MS0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (SB)
 MS0692'THIS STATION IS NOW THE PRIMARY AIRPORT CONTROL STATION (PACS) FOR THE
 MS0692'BRIGHAM CITY =AIRPORT.
 MS0692
 MS0692                          STATION RECOVERY (2006)
 MS0692
 MS0692'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RCW)
 MS0692'RECOVERED IN GOOD CONDITION.
 MS0692
 MS0692                          STATION RECOVERY (2011)
 MS0692
 MS0692'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RCW)
 MS0692'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0783 ***********************************************************************
 MS0783  DESIGNATION -  BRIGHAM
 MS0783  PID         -  MS0783
 MS0783  STATE/COUNTY-  UT/BOX ELDER
 MS0783  COUNTRY     -  US
 MS0783  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0783
 MS0783                         *CURRENT SURVEY CONTROL
 MS0783  ______________________________________________________________________
 MS0783* NAD 83(1994) POSITION- 41 30 06.59937(N) 112 00 16.39944(W)   ADJUSTED
 MS0783* NAVD 88 ORTHO HEIGHT -  1412.5   (meters)     4634.    (feet) VERTCON3
 MS0783  ______________________________________________________________________
 MS0783  GEOID HEIGHT    -        -15.962 (meters)                     GEOID18
 MS0783  LAPLACE CORR    -         11.75  (seconds)                    DEFLEC18
 MS0783  HORZ ORDER      -  SECOND
 MS0783
 MS0783.The horizontal coordinates were established by classical geodetic methods
 MS0783.and adjusted by the National Geodetic Survey in November 1997.
 MS0783
 MS0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0783
 MS0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0783.GEOID18 height accuracy estimate available here.
 MS0783
 MS0783.Click photographs - Photos may exist for this station.
 MS0783
 MS0783.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0783
 MS0783. The following values were computed from the NAD 83(1994) position.
 MS0783
 MS0783;                    North         East     Units Scale Factor Converg.
 MS0783;SPC UT N     - 1,129,885.726   457,874.397   MT  0.99996642   -0 19 57.7
 MS0783;SPC UT N     - 3,706,966.75  1,502,209.58   sFT  0.99996642   -0 19 57.7
 MS0783;UTM  12      - 4,594,954.798   416,158.856   MT  0.99968650   -0 39 56.5
 MS0783
 MS0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0783!SPC UT N     -   0.99978100  x   0.99996642  =   0.99974743
 MS0783!UTM  12      -   0.99978100  x   0.99968650  =   0.99946757
 MS0783
 MS0783:                Primary Azimuth Mark                     Grid Az
 MS0783:SPC UT N     -  BRIGHAM AZ MK                            193 26 46.7
 MS0783:UTM  12      -  BRIGHAM AZ MK                            193 46 45.5
 MS0783
 MS0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1615894954(NAD 83)
 MS0783
 MS0783|---------------------------------------------------------------------|
 MS0783| PID    Reference Object                     Distance      Geod. Az  |
 MS0783|                                                           dddmmss.s |
 MS0783| CM5225 BRIGHAM AZ MK                                      1930649.0 |
 MS0783| CM5226 BRIGHAM RM 1                          8.103 METERS 25750     |
 MS0783| MS0691 BRIGHAM CITY BOX TABERNA SPIRE      APPROX. 1.0 KM 2942845.9 |
 MS0783| MS0693 BRIGHAM CITY MUN APT BEACON         APPROX. 6.7 KM 3122007.2 |
 MS0783| CM5227 BRIGHAM RM 2                          9.173 METERS 33037     |
 MS0783|---------------------------------------------------------------------|
 MS0783
 MS0783                          SUPERSEDED SURVEY CONTROL
 MS0783
 MS0783  NAD 83(1993)-  41 30 06.59748(N)    112 00 16.39744(W) AD(       ) 2
 MS0783  NAD 83(1986)-  41 30 06.58955(N)    112 00 16.38701(W) AD(       ) 2
 MS0783  NAD 27      -  41 30 06.82160(N)    112 00 13.58340(W) AD(       ) 2
 MS0783  NGVD 29 (07/19/86) 1411.5    (m)         4631.     (f) VERT ANG       
 MS0783
 MS0783.Superseded values are not recommended for survey control.
 MS0783
 MS0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0783.See file dsdata.pdf to determine how the superseded data were derived.
 MS0783
 MS0783_MARKER: DS = TRIANGULATION STATION DISK
 MS0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0783_STAMPING: BRIGHAM 1963
 MS0783_MARK LOGO: CGS
 MS0783_PROJECTION: FLUSH
 MS0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0783+STABILITY: SURFACE MOTION
 MS0783
 MS0783  HISTORY     - Date     Condition        Report By
 MS0783  HISTORY     - 1963     MONUMENTED       CGS
 MS0783
 MS0783                          STATION DESCRIPTION
 MS0783
 MS0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MS0783'THE STATION IS ABOUT 1 MILE EAST-SOUTHEAST OF THE CENTER OF THE
 MS0783'TOWN OF BRIGHAM CITY, ON THE EXTREME WEST END OF A LOW RIDGE,
 MS0783'OVERLOOKING THE ENTIRE TOWN OF BRIGHAM CITY.
 MS0783'
 MS0783'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 91,
 MS0783'89, 191 AND 30S GO EASTERLY ON U.S. HIGHWAYS 91 AND 89 FOR 0.5
 MS0783'MILE TO 6TH STREET EAST.  TURN RIGHT ON 6TH STREET EAST FOR 0.2
 MS0783'MILE.  (TO REACH THE AZIMUTH MARK FROM THIS POINT.  CONTINUE
 MS0783'ON 6TH STREET EAST FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 MS0783'LEFT).  TURN LEFT, EAST, ON GRAVELED ROAD FOR 0.1 MILE TO A
 MS0783'FORK, TAKE THE RIGHT FORK, SOUTHEASTERLY, FOR 0.2 MILE TO THE
 MS0783'TOP OF THE RIDGE, THEN LEFT ALONG THE SOUTH SIDE OF A
 MS0783'FENCE FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 MS0783'
 MS0783'THE STATION MARK IS A STANDARD DISK, STAMPED BRIGHAM 1963, SET
 MS0783'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 MS0783'GROUND.  IT IS 102 FEET NORTH-NORTHWEST OF A FENCE CORNER POST,
 MS0783'41 FEET EAST OF THE WEST EDGE OF THE HILL, 8 FEET OF THE
 MS0783'CENTERLINE OF A TRACK ROAD, 6.2 FEET NORTHWEST OF A METAL WITNESS
 MS0783'POST AND 3.6 FEET WEST OF A FENCE.
 MS0783'
 MS0783'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRIGHAM NO 1 1963,
 MS0783'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 MS0783'GROUND.  IT IS 29 FEET WEST OF A FENCE, 124 FEET NORTH OF THE FENCE
 MS0783'CORNER POST, 18 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD,
 MS0783'12 FEET EAST OF THE WEST EDGE OF THE HILL AND ABOUT 1 FOOT LOWER
 MS0783'THAN THE STATION.
 MS0783'
 MS0783'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRIGHAM NO 2 1963,
 MS0783'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 MS0783'GROUND.  IT IS 132 FEET NORTH OF THE FENCE CORNER POST, 36 FEET
 MS0783'EAST OF THE WEST EDGE OF THE HILL, 9 FEET EAST OF THE CENTERLINE
 MS0783'OF THE TRACK ROAD, 3.6 FEET WEST OF A FENCE AND ABOUT THE SAME
 MS0783'ELEVATION AS THE STATION.
 MS0783'
 MS0783'AZIMUTH MARK IS A STANDARD DISK, STAMPED BRIGHAM 1963, SET IN
 MS0783'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 MS0783'IT IS 54 FEET EAST OF THE CENTERLINE OF 6TH STREET EAST, 42
 MS0783'FEET NORTH OF THE CENTERLINE OF AN EAST-WEST ROAD, 9.4 FEET NORTH
 MS0783'OF A POWER LINE POLE, 8.4 FEET NORTH OF A FENCE CORNER POST
 MS0783'AND 2 FEET NORTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0691 ***********************************************************************
 MS0691  DESIGNATION -  BRIGHAM CITY BOX TABERNA SPIRE
 MS0691  PID         -  MS0691
 MS0691  STATE/COUNTY-  UT/BOX ELDER
 MS0691  COUNTRY     -  US
 MS0691  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0691
 MS0691                         *CURRENT SURVEY CONTROL
 MS0691  ______________________________________________________________________
 MS0691* NAD 83(1994) POSITION- 41 30 19.51308(N) 112 00 54.13580(W)   ADJUSTED
 MS0691  ______________________________________________________________________
 MS0691  GEOID HEIGHT    -        -16.009 (meters)                     GEOID18
 MS0691  LAPLACE CORR    -         10.17  (seconds)                    DEFLEC18
 MS0691  HORZ ORDER      -  THIRD
 MS0691
 MS0691.The horizontal coordinates were established by classical geodetic methods
 MS0691.and adjusted by the National Geodetic Survey in November 1997.
 MS0691
 MS0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0691.GEOID18 height accuracy estimate available here.
 MS0691
 MS0691.Click photographs - Photos may exist for this station.
 MS0691
 MS0691.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0691
 MS0691. The following values were computed from the NAD 83(1994) position.
 MS0691
 MS0691;                    North         East     Units Scale Factor Converg.
 MS0691;SPC UT N     - 1,130,289.242   457,001.593   MT  0.99996670   -0 20 22.5
 MS0691;SPC UT N     - 3,708,290.62  1,499,346.06   sFT  0.99996670   -0 20 22.5
 MS0691;UTM  12      - 4,595,363.266   415,288.656   MT  0.99968831   -0 40 21.7
 MS0691
 MS0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1528895363(NAD 83)
 MS0691
 MS0691                          SUPERSEDED SURVEY CONTROL
 MS0691
 MS0691  NAD 83(1993)-  41 30 19.51145(N)    112 00 54.13388(W) AD(       ) 3
 MS0691  NAD 83(1986)-  41 30 19.50279(N)    112 00 54.12579(W) AD(       ) 3
 MS0691  NAD 27      -  41 30 19.73600(N)    112 00 51.32200(W) AD(       ) 3
 MS0691
 MS0691.Superseded values are not recommended for survey control.
 MS0691
 MS0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0691.See file dsdata.pdf to determine how the superseded data were derived.
 MS0691
 MS0691_MARKER: 89 = SPIRE
 MS0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MS0691+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2011
 MS0691
 MS0691  HISTORY     - Date     Condition        Report By
 MS0691  HISTORY     - 1963     FIRST OBSERVED   CGS
 MS0691  HISTORY     - 20110401 GOOD             GEOCAC
 MS0691
 MS0691                          STATION DESCRIPTION
 MS0691
 MS0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MS0691'THE STATION IS THE APEX OF THE BOX ELDER TABERNACLE SPIRE, LOCATED
 MS0691'IN THE CENTRAL PART OF BRIGHAM CITY.  THE STRUCTURE IS BUILT
 MS0691'OF BRICK AND WOOD AND IS ABOUT 130 FEET HIGH.
 MS0691
 MS0691                          STATION RECOVERY (2011)
 MS0691
 MS0691'RECOVERY NOTE BY GEOCACHING 2011 (BRB)
 MS0691'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0693 ***********************************************************************
 MS0693  DESIGNATION -  BRIGHAM CITY MUN APT BEACON
 MS0693  PID         -  MS0693
 MS0693  STATE/COUNTY-  UT/BOX ELDER
 MS0693  COUNTRY     -  US
 MS0693  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0693
 MS0693                         *CURRENT SURVEY CONTROL
 MS0693  ______________________________________________________________________
 MS0693* NAD 83(1994) POSITION- 41 32 33.25083(N) 112 03 50.73585(W)   ADJUSTED
 MS0693  ______________________________________________________________________
 MS0693  GEOID HEIGHT    -        -16.138 (meters)                     GEOID18
 MS0693  LAPLACE CORR    -          8.25  (seconds)                    DEFLEC18
 MS0693  HORZ ORDER      -  THIRD
 MS0693
 MS0693.This mark is at Brigham City Airport (BMC)
 MS0693
 MS0693.The horizontal coordinates were established by classical geodetic methods
 MS0693.and adjusted by the National Geodetic Survey in November 1997.
 MS0693
 MS0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0693.GEOID18 height accuracy estimate available here.
 MS0693
 MS0693.Click photographs - Photos may exist for this station.
 MS0693
 MS0693.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0693
 MS0693. The following values were computed from the NAD 83(1994) position.
 MS0693
 MS0693;                    North         East     Units Scale Factor Converg.
 MS0693;SPC UT N     - 1,134,440.413   452,932.981   MT  0.99996978   -0 22 19.0
 MS0693;SPC UT N     - 3,721,909.92  1,485,997.62   sFT  0.99996978   -0 22 19.0
 MS0693;UTM  12      - 4,599,536.894   411,245.385   MT  0.99969694   -0 42 20.6
 MS0693
 MS0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1124599536(NAD 83)
 MS0693
 MS0693                          SUPERSEDED SURVEY CONTROL
 MS0693
 MS0693  NAD 83(1993)-  41 32 33.25083(N)    112 03 50.73556(W) AD(       ) 3
 MS0693  NAD 83(1986)-  41 32 33.24281(N)    112 03 50.72955(W) AD(       ) 3
 MS0693  NAD 27      -  41 32 33.48300(N)    112 03 47.92300(W) AD(       ) 3
 MS0693
 MS0693.Superseded values are not recommended for survey control.
 MS0693
 MS0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0693.See file dsdata.pdf to determine how the superseded data were derived.
 MS0693
 MS0693_MARKER: 21 = AIRPORT BEACON
 MS0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MS0693+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2010
 MS0693
 MS0693  HISTORY     - Date     Condition        Report By
 MS0693  HISTORY     - 1963     FIRST OBSERVED   CGS
 MS0693  HISTORY     - 19940630 GOOD             NGS
 MS0693  HISTORY     - 20100929 GOOD             GEOCAC
 MS0693
 MS0693                          STATION DESCRIPTION
 MS0693
 MS0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MS0693'THE STATION IS THE TOP CENTER OF A 50 FOOT HIGH AIRPORT BEACON,
 MS0693'BUILT OF STRUCTURAL STEEL AND HAS A REVOLVING GREEN AND WHITE
 MS0693'LIGHT ON TOP.  IT IS ABOUT 6 MILES SOUTHEAST OF BEAR RIVER
 MS0693'CITY AND 3-1/4 MILES NORTHWEST OF BRIGHAM CITY NEAR THE
 MS0693'HANGER.
 MS0693
 MS0693                          STATION RECOVERY (1994)
 MS0693
 MS0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (NGS)
 MS0693'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF AIRPORT WEST OF
 MS0693'SEAGULL AVIATION HANGAR.  THE STATION IS A STANDARD 36 INCH ROTATING
 MS0693'GREEN AND CLEAR BEACON LIGHT ATOP A SKELETAL STEEL TOWER PAINTED
 MS0693'ALTERNATELY RED AND WHITE.  THE POINT OBSERVED WAS THE SPINDLE OF THE
 MS0693'BEACON.
 MS0693
 MS0693                          STATION RECOVERY (2010)
 MS0693
 MS0693'RECOVERY NOTE BY GEOCACHING 2010 (BRB)
 MS0693'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0829 ***********************************************************************
 LO0829  DESIGNATION -  BRIGHTON
 LO0829  PID         -  LO0829
 LO0829  STATE/COUNTY-  UT/SALT LAKE
 LO0829  COUNTRY     -  US
 LO0829  USGS QUAD   -  BRIGHTON (2017)
 LO0829
 LO0829                         *CURRENT SURVEY CONTROL
 LO0829  ______________________________________________________________________
 LO0829* NAD 83(1994) POSITION- 40 35 52.06624(N) 111 35 24.15626(W)   ADJUSTED
 LO0829* NAVD 88 ORTHO HEIGHT -  2791.7   (meters)     9159.    (feet) VERTCON3
 LO0829  ______________________________________________________________________
 LO0829  GEOID HEIGHT    -        -15.454 (meters)                     GEOID18
 LO0829  LAPLACE CORR    -          1.20  (seconds)                    DEFLEC18
 LO0829  HORZ ORDER      -  SECOND
 LO0829
 LO0829.The horizontal coordinates were established by classical geodetic methods
 LO0829.and adjusted by the National Geodetic Survey in November 1997.
 LO0829
 LO0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0829
 LO0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0829.GEOID18 height accuracy estimate available here.
 LO0829
 LO0829.Click photographs - Photos may exist for this station.
 LO0829
 LO0829.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0829
 LO0829. The following values were computed from the NAD 83(1994) position.
 LO0829
 LO0829;                    North         East     Units Scale Factor Converg.
 LO0829;SPC UT C     - 2,251,410.454   492,378.414   MT  0.99998743   -0 03 27.6
 LO0829;SPC UT C     - 7,386,502.46  1,615,411.51   sFT  0.99998743   -0 03 27.6
 LO0829;UTM  12      - 4,494,277.470   450,075.885   MT  0.99963068   -0 23 02.3
 LO0829
 LO0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0829!SPC UT C     -   0.99956468  x   0.99998743  =   0.99955212
 LO0829!UTM  12      -   0.99956468  x   0.99963068  =   0.99919552
 LO0829
 LO0829:                Primary Azimuth Mark                     Grid Az
 LO0829:SPC UT C     -  8730                                     037 31 25.4
 LO0829:UTM  12      -  8730                                     037 51 00.1
 LO0829
 LO0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK5007594277(NAD 83)
 LO0829
 LO0829|---------------------------------------------------------------------|
 LO0829| PID    Reference Object                     Distance      Geod. Az  |
 LO0829|                                                           dddmmss.s |
 LO0829| LO0827 8730                                APPROX. 0.8 KM 0372757.8 |
 LO0829| LO0828 2S3E 3511                           485.900 METERS 0674453.1 |
 LO0829| CM5228 BRIGHTON RM 1                         6.367 METERS 16816     |
 LO0829| LO0830 BRIGHTON RM A                        16.538 METERS 28402     |
 LO0829| CM5229 BRIGHTON RM 2                        15.640 METERS 29946     |
 LO0829|---------------------------------------------------------------------|
 LO0829
 LO0829                          SUPERSEDED SURVEY CONTROL
 LO0829
 LO0829  NAD 83(1993)-  40 35 52.06622(N)    111 35 24.15475(W) AD(       ) 2
 LO0829  NAD 83(1986)-  40 35 52.05320(N)    111 35 24.14707(W) AD(       ) 2
 LO0829  NAD 27      -  40 35 52.23588(N)    111 35 21.41541(W) AD(       ) 2
 LO0829  NGVD 29 (07/19/86) 2790.3    (m)         9155.     (f) VERT ANG       
 LO0829
 LO0829.Superseded values are not recommended for survey control.
 LO0829
 LO0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0829.See file dsdata.pdf to determine how the superseded data were derived.
 LO0829
 LO0829_MARKER: DH = HORIZONTAL CONTROL DISK
 LO0829_SETTING: 80 = SET IN A BOULDER
 LO0829_STAMPING: BRIGHTON 1973
 LO0829_MARK LOGO: NGS
 LO0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0829+STABILITY: SURFACE MOTION
 LO0829
 LO0829  HISTORY     - Date     Condition        Report By
 LO0829  HISTORY     - 1973     MONUMENTED       NGS
 LO0829
 LO0829                          STATION DESCRIPTION
 LO0829
 LO0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0829'THE STATION IS LOCATED ABOUT 0.5 MILE WEST OF THE VILLAGE OF
 LO0829'BRIGHTON, AT THE HEAD OF BIG COTTONWOOD CANYON AND NEAR TOWER
 LO0829'NUMBER 7 OF THE MILLICENT CHAIR LIFT.  PERMISSION WAS OBTAINED FROM
 LO0829'MRS. MIKE DOYLE AT THE LIFT, PHONE NUMBER 277-3964.
 LO0829'
 LO0829'TO REACH THE STATION FROM THE BRIGHTON VILLAGE STORE GO
 LO0829'SOUTHERLY ON THE SURFACED ROAD FOR 0.3 MILE TO THE MILLICENT CHAIR
 LO0829'LIFT ON THE RIGHT.  TURN RIGHT AND GO WEST ALONG THE SOUTH SIDE OF
 LO0829'THE BUILDING FOR ABOUT 300 FEET TO A GATE.  PASS THROUGH THE GATE
 LO0829'AND CONTINUE WEST ON THE TRACK ROAD FOR 0.1 MILE TO A
 LO0829'T-INTERSECTION.  TURN RIGHT AND GO WESTERLY UPHILL ON THE TRACK
 LO0829'ROAD FOR 0.5 MILE TO TOWER NUMBER 7 AND THE STATION AS
 LO0829'DESCRIBED.
 LO0829'
 LO0829'THE STATION MARK IS A STANDARD DISK STAMPED BRIGHTON 1973
 LO0829'CEMENTED IN A DRILL HOLE IN AN 18 X 24-INCH BOULDER THAT IS FLUSH
 LO0829'WITH THE GROUND SURFACE.  IT IS 35 FEET SOUTH-SOUTHEAST OF THE
 LO0829'CENTER OF TOWER NUMBER 7.
 LO0829'
 LO0829'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BRIGHTON NO 1 1973
 LO0829'CEMENTED IN A DRILL HOLE IN A 2 X 4-FOOT BOULDER THAT PROJECTS 6
 LO0829'INCHES ABOVE THE GROUND SURFACE.  IT IS 55 FEET SOUTH-SOUTHEAST OF
 LO0829'THE CENTER OF TOWER NUMBER 7.
 LO0829'
 LO0829'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BRIGHTON NO 2 1973
 LO0829'CEMENTED IN A DRILL HOLE IN A 2 X 3-FOOT BOULDER THAT PROJECTS
 LO0829'12 INCHES ABOVE THE GROUND SURFACE.  IT IS 30 FEET WEST-NORTHWEST
 LO0829'OF THE CENTER OF TOWER NUMBER 7.
 LO0829'
 LO0829'A U.S. GEOLOGICAL SURVEY BENCH MARK WILL SERVE AS THE AZIMUTH
 LO0829'MARK.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 LO0829'DISK STAMPED 8730 CEMENTED IN A DRILL HOLE IN A 7 X 13-FOOT
 LO0829'GRANITE BOULDER PROJECTING 3 FEET ABOVE THE GROUND.  IT IS 115.5
 LO0829'FEET WEST OF THE BRIGHTON PIONEER MONUMENT AND 7 FEET SOUTH OF A
 LO0829'DIRT ROAD.
 LO0829'
 LO0829'TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0839 ***********************************************************************
 LO0839  DESIGNATION -  BRIGHTON
 LO0839  PID         -  LO0839
 LO0839  STATE/COUNTY-  UT/SALT LAKE
 LO0839  COUNTRY     -  US
 LO0839  USGS QUAD   -  BRIGHTON (2017)
 LO0839
 LO0839                         *CURRENT SURVEY CONTROL
 LO0839  ______________________________________________________________________
 LO0839* NAD 83(1994) POSITION- 40 35 54.44188(N) 111 36 36.53328(W)   ADJUSTED
 LO0839* NAVD 88 ORTHO HEIGHT -  3195.4   (meters)    10484.    (feet) VERTCON3
 LO0839  ______________________________________________________________________
 LO0839  GEOID HEIGHT    -        -15.497 (meters)                     GEOID18
 LO0839  LAPLACE CORR    -          4.34  (seconds)                    DEFLEC18
 LO0839  HORZ ORDER      -  THIRD
 LO0839
 LO0839.The horizontal coordinates were established by classical geodetic methods
 LO0839.and adjusted by the National Geodetic Survey in November 1997.
 LO0839
 LO0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0839
 LO0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0839.GEOID18 height accuracy estimate available here.
 LO0839
 LO0839.Click photographs - Photos may exist for this station.
 LO0839
 LO0839.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0839
 LO0839. The following values were computed from the NAD 83(1994) position.
 LO0839
 LO0839;                    North         East     Units Scale Factor Converg.
 LO0839;SPC UT C     - 2,251,485.637   490,676.771   MT  0.99998758   -0 04 14.0
 LO0839;SPC UT C     - 7,386,749.13  1,609,828.71   sFT  0.99998758   -0 04 14.0
 LO0839;UTM  12      - 4,494,362.315   448,375.303   MT  0.99963280   -0 23 49.4
 LO0839
 LO0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0839!SPC UT C     -   0.99950142  x   0.99998758  =   0.99948901
 LO0839!UTM  12      -   0.99950142  x   0.99963280  =   0.99913440
 LO0839
 LO0839:                Primary Azimuth Mark                     Grid Az
 LO0839:SPC UT C     -  SUGARLOAF=11049                          198 59 09.0
 LO0839:UTM  12      -  SUGARLOAF=11049                          199 18 44.4
 LO0839
 LO0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4837594362(NAD 83)
 LO0839
 LO0839|---------------------------------------------------------------------|
 LO0839| PID    Reference Object                     Distance      Geod. Az  |
 LO0839|                                                           dddmmss.s |
 LO0839| LO0840 SUGARLOAF=11049                     APPROX. 3.8 KM 1985455.0 |
 LO0839|---------------------------------------------------------------------|
 LO0839
 LO0839                          SUPERSEDED SURVEY CONTROL
 LO0839
 LO0839  NAD 83(1993)-  40 35 54.44194(N)    111 36 36.53193(W) AD(       ) 3
 LO0839  NAD 83(1986)-  40 35 54.42911(N)    111 36 36.52411(W) AD(       ) 3
 LO0839  NAD 27      -  40 35 54.61350(N)    111 36 33.79556(W) AD(       ) 3
 LO0839  NGVD 29 (07/19/86) 3194.0    (m)        10479.     (f) VERT ANG       
 LO0839
 LO0839.Superseded values are not recommended for survey control.
 LO0839
 LO0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0839.See file dsdata.pdf to determine how the superseded data were derived.
 LO0839
 LO0839_MARKER: DB = BENCH MARK DISK
 LO0839_SETTING: 66 = SET IN ROCK OUTCROP
 LO0839_MARK LOGO: USGS
 LO0839_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0839+STABILITY: POSITION/ELEVATION WELL
 LO0839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0839+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2023
 LO0839
 LO0839  HISTORY     - Date     Condition        Report By
 LO0839  HISTORY     - 1954     MONUMENTED       USGS
 LO0839  HISTORY     - 1954     GOOD             USGS
 LO0839  HISTORY     - 20230702 POOR             INDIV
 LO0839
 LO0839                          STATION DESCRIPTION
 LO0839
 LO0839'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LO0839'ON LIMESTONE BLUFF ON DIVIDE 1,500 FT. N. OF BRIGHTON AND ALTA TRAIL.
 LO0839'ABOUT 1.25 MI. NE. OF ALTA AND 0.4 MI. NW. OF W. ONE OF TWIN LAKES,
 LO0839'T.2 S., R.3 E., SEC. 33, ELEVATION 10,472 FT.
 LO0839'
 LO0839'STATION MARK - STANDARD TABLET CEMENTED IN SOLID LIMESTONE ROCK.
 LO0839'
 LO0839'STATION FOUND AS DESCRIBED.
 LO0839'
 LO0839'REFERENCE MARKS - NONE.
 LO0839
 LO0839                          STATION RECOVERY (2023)
 LO0839
 LO0839'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (MPF)
 LO0839'MARKER SCRATCHED/GOUGED SUCH THAT NO LOCATION-SPECIFIC INFORMATION
 LO0839'(NAME, ELEVATION) IS VISIBLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0830 ***********************************************************************
 LO0830  DESIGNATION -  BRIGHTON RM A
 LO0830  PID         -  LO0830
 LO0830  STATE/COUNTY-  UT/SALT LAKE
 LO0830  COUNTRY     -  US
 LO0830  USGS QUAD   -  BRIGHTON (2017)
 LO0830
 LO0830                         *CURRENT SURVEY CONTROL
 LO0830  ______________________________________________________________________
 LO0830* NAD 83(1994) POSITION- 40 35 52.19619(N) 111 35 24.83867(W)   ADJUSTED
 LO0830* NAVD 88 ORTHO HEIGHT -  2792.8   (meters)     9163.    (feet) VERTCON3
 LO0830  ______________________________________________________________________
 LO0830  GEOID HEIGHT    -        -15.455 (meters)                     GEOID18
 LO0830  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 LO0830  HORZ ORDER      -  SECOND
 LO0830
 LO0830.The horizontal coordinates were established by classical geodetic methods
 LO0830.and adjusted by the National Geodetic Survey in November 1997.
 LO0830
 LO0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0830
 LO0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0830.GEOID18 height accuracy estimate available here.
 LO0830
 LO0830.Click photographs - Photos may exist for this station.
 LO0830
 LO0830.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0830
 LO0830. The following values were computed from the NAD 83(1994) position.
 LO0830
 LO0830;                    North         East     Units Scale Factor Converg.
 LO0830;SPC UT C     - 2,251,414.479   492,362.373   MT  0.99998744   -0 03 28.1
 LO0830;SPC UT C     - 7,386,515.67  1,615,358.89   sFT  0.99998744   -0 03 28.1
 LO0830;UTM  12      - 4,494,281.585   450,059.873   MT  0.99963070   -0 23 02.8
 LO0830
 LO0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0830!SPC UT C     -   0.99956451  x   0.99998744  =   0.99955195
 LO0830!UTM  12      -   0.99956451  x   0.99963070  =   0.99919537
 LO0830
 LO0830:                Primary Azimuth Mark                     Grid Az
 LO0830:SPC UT C     -  SILVER                                   357 09 20.8
 LO0830:UTM  12      -  SILVER                                   357 28 55.5
 LO0830
 LO0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK5005994281(NAD 83)
 LO0830
 LO0830|---------------------------------------------------------------------|
 LO0830| PID    Reference Object                     Distance      Geod. Az  |
 LO0830|                                                           dddmmss.s |
 LO0830| LO0829 BRIGHTON                             16.538 METERS 10402     |
 LO0830| LO0824 SILVER                              APPROX. 6.0 KM 3570552.7 |
 LO0830|---------------------------------------------------------------------|
 LO0830
 LO0830                          SUPERSEDED SURVEY CONTROL
 LO0830
 LO0830  NAD 83(1993)-  40 35 52.19616(N)    111 35 24.83716(W) AD(       ) 2
 LO0830  NAD 83(1986)-  40 35 52.18316(N)    111 35 24.82956(W) AD(       ) 2
 LO0830  NAD 27      -  40 35 52.36583(N)    111 35 22.09779(W) AD(       ) 2
 LO0830  NGVD 29 (07/19/86) 2791.4    (m)         9158.     (f) VERT ANG       
 LO0830
 LO0830.Superseded values are not recommended for survey control.
 LO0830
 LO0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0830.See file dsdata.pdf to determine how the superseded data were derived.
 LO0830
 LO0830_MARKER: DH = HORIZONTAL CONTROL DISK
 LO0830_SETTING: 80 = SET IN A BOULDER
 LO0830_STAMPING: BRIGHTON RM A 1973
 LO0830_MARK LOGO: NGS
 LO0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0830+STABILITY: SURFACE MOTION
 LO0830
 LO0830  HISTORY     - Date     Condition        Report By
 LO0830  HISTORY     - 1973     MONUMENTED       NGS
 LO0830
 LO0830                          STATION DESCRIPTION
 LO0830
 LO0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0830'THE STATION IS LOCATED ABOUT 0.5 MILE WEST OF THE VILLAGE OF
 LO0830'BRIGHTON, AT THE HEAD OF BIG COTTONWOOD CANYON AND NEAR TOWER 7 OF
 LO0830'THE MILLICENT CHAIR LIFT.  PERMISSION WAS OBTAINED FROM MRS. MIKE
 LO0830'DOYLE AT THE LIFT, PHONE NUMBER 277-3964.
 LO0830'
 LO0830'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR TRAVERSE
 LO0830'STATION BRIGHTON 1973.
 LO0830'
 LO0830'THE STATION MARK IS A STANDARD DISK STAMPED BRIGHTON RM A 1973,
 LO0830'CEMENTED IN A DRILL HOLE IN A 1-1/2X3-FOOT BOULDER THAT PROJECTS
 LO0830'12 INCHES ABOVE THE GROUND SURFACE.
 LO0830'
 LO0830'IT IS 42.5 FEET WEST OF THE CENTER OF TOWER 7.
 LO0830'
 LO0830'A TRAVERSE CONNECTION WAS MADE TO TRAVERSE STATION BRIGHTON 1973,
 LO0830'THE DISTANCE AND DIRECTION IS NOTED.
 LO0830'
 LO0830'THE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0464 ***********************************************************************
 KN0464  DESIGNATION -  BRUIN
 KN0464  PID         -  KN0464
 KN0464  STATE/COUNTY-  UT/CARBON
 KN0464  COUNTRY     -  US
 KN0464  USGS QUAD   -  BRUIN POINT (2017)
 KN0464
 KN0464                         *CURRENT SURVEY CONTROL
 KN0464  ______________________________________________________________________
 KN0464* NAD 83(1994) POSITION- 39 38 39.00462(N) 110 20 53.38160(W)   ADJUSTED
 KN0464* NAVD 88 ORTHO HEIGHT -  3106.    (meters)    10190.    (feet) SCALED
 KN0464  ______________________________________________________________________
 KN0464  GEOID HEIGHT    -        -16.987 (meters)                     GEOID18
 KN0464  LAPLACE CORR    -          9.61  (seconds)                    DEFLEC18
 KN0464  HORZ ORDER      -  SECOND
 KN0464
 KN0464.The horizontal coordinates were established by classical geodetic methods
 KN0464.and adjusted by the National Geodetic Survey in November 1997.
 KN0464
 KN0464.The orthometric height was scaled from a topographic map.
 KN0464
 KN0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0464.GEOID18 height accuracy estimate available here.
 KN0464
 KN0464.Click photographs - Photos may exist for this station.
 KN0464
 KN0464.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0464
 KN0464. The following values were computed from the NAD 83(1994) position.
 KN0464
 KN0464;                    North         East     Units Scale Factor Converg.
 KN0464;SPC UT C     - 2,146,163.345   598,856.381   MT  0.99990434   +0 44 16.2
 KN0464;SPC UT C     - 7,041,204.24  1,964,747.98   sFT  0.99990434   +0 44 16.2
 KN0464;UTM  12      - 4,388,467.542   555,928.693   MT  0.99963851   +0 24 57.2
 KN0464
 KN0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0464!SPC UT C     -   0.99951569  x   0.99990434  =   0.99942008
 KN0464!UTM  12      -   0.99951569  x   0.99963851  =   0.99915438
 KN0464
 KN0464:                Primary Azimuth Mark                     Grid Az
 KN0464:SPC UT C     -  BRUIN AZ MK                              212 47 22.1
 KN0464:UTM  12      -  BRUIN AZ MK                              213 06 41.1
 KN0464
 KN0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ5592888467(NAD 83)
 KN0464
 KN0464|---------------------------------------------------------------------|
 KN0464| PID    Reference Object                     Distance      Geod. Az  |
 KN0464|                                                           dddmmss.s |
 KN0464| CM6141 BRUIN RM 1                            8.940 METERS 15836     |
 KN0464| CM6142 BRUIN RM 2                            9.275 METERS 18934     |
 KN0464| CM6140 BRUIN AZ MK                                        2133138.3 |
 KN0464|---------------------------------------------------------------------|
 KN0464
 KN0464                          SUPERSEDED SURVEY CONTROL
 KN0464
 KN0464  NAD 83(1993)-  39 38 39.00017(N)    110 20 53.37316(W) AD(       ) 2
 KN0464  NAD 83(1986)-  39 38 38.99089(N)    110 20 53.37396(W) AD(       ) 2
 KN0464  NAD 27      -  39 38 39.11900(N)    110 20 50.80800(W) AD(       ) 2
 KN0464
 KN0464.Superseded values are not recommended for survey control.
 KN0464
 KN0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0464.See file dsdata.pdf to determine how the superseded data were derived.
 KN0464
 KN0464_MARKER: DD = SURVEY DISK
 KN0464_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KN0464_STAMPING: BRUIN 1910 1966
 KN0464_MARK LOGO: USGS
 KN0464_PROJECTION: PROJECTING 15 CENTIMETERS
 KN0464_MAGNETIC: P = MARKER IS A STEEL PIPE
 KN0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0464+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2014
 KN0464
 KN0464  HISTORY     - Date     Condition        Report By
 KN0464  HISTORY     - 1937     MONUMENTED       USGS
 KN0464  HISTORY     - 1966     GOOD             USGS
 KN0464  HISTORY     - 20140723 GOOD             INDIV
 KN0464  HISTORY     - 20170716 GOOD             GEOCAC
 KN0464
 KN0464                          STATION DESCRIPTION
 KN0464
 KN0464'DESCRIBED BY US GEOLOGICAL SURVEY 1937 (FGJ)
 KN0464'LOCATED ABOUT 25 MILES, AIRLINE, E OF PRICE, 5 MILES N BY E OF
 KN0464'SUNNYSIDE, ON A HIGH BARE, KNOLL AT THE HEAD OF RANGE CREEK AND
 KN0464'THE DIVIDE BETWEEN WHITMORE CREEK AND MINNIE MEUD CREEK.  THIS
 KN0464'IS THE HIGHEST POINT ON THE SW SIDE OF THE WEST TAVAPUTS PLATEAU.
 KN0464'
 KN0464'STATION MARK IS A STANDARD USGS DISK CEMENTED IN BEDROCK, FLUSH
 KN0464'WITH THE SURFACE.
 KN0464'
 KN0464'REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES IN
 KN0464'BOULDERS.
 KN0464'
 KN0464'AZIMUTH MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN
 KN0464'OUTCROPPING BEDROCK.  THE AZIMUTH MARK IS LOCATED ON A CONSPICUOUS
 KN0464'ROCKY OUTCROP POINT AT THE CREST OF THE RIDGE ABOUT 1 MILE FROM
 KN0464'STATION.
 KN0464'
 KN0464'TO REACH THE STATION FROM SUNNYSIDE, GO NORTHERLY ON THE MAIN
 KN0464'ROAD UP WHITMORE CANYON FOR 5.5 MILES TO A RANCH HOUSE ON THE
 KN0464'RIGHT SIDE OF THE ROAD.  CONTINUE UP ROAD 200 YARDS TO A HORSE
 KN0464'TRAIL LEADING SHARP LEFT UP SIDE OF RIDGE AND END OF TRUCK
 KN0464'TRAVEL.  FOLLOW THIS TRAIL TO CREST OF RIDGE AND ALONG CREST
 KN0464'TO SADDLE AT TOP OF MOUNTAIN.  GO N ABOUT 250 YARDS TO THE
 KN0464'HIGHEST POINT AND THE STATION.
 KN0464
 KN0464                          STATION RECOVERY (1966)
 KN0464
 KN0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0464'RECOVERED.
 KN0464'
 KN0464'STATION MARK--STANDARD TABLET, STAMPED ---BRUIN 1910 1966---, CEMENTED
 KN0464'IN THE TOP OF AN IRON PIPE PROJECTING 0.5 FT. ABOVE GROUND.
 KN0464
 KN0464                          STATION RECOVERY (2014)
 KN0464
 KN0464'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (BG)
 KN0464'RECOVERED AS DESCRIBED DID NOT LOOK FOR AZIMUTH MARK
 KN0464
 KN0464                          STATION RECOVERY (2017)
 KN0464
 KN0464'RECOVERY NOTE BY GEOCACHING 2017 (AK)
 KN0464'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0667 ***********************************************************************
 LN0667  CBN         -  This is a Cooperative Base Network Control Station.
 LN0667  DESIGNATION -  BRUSH
 LN0667  PID         -  LN0667
 LN0667  STATE/COUNTY-  UT/UINTAH
 LN0667  COUNTRY     -  US
 LN0667  USGS QUAD   -  DYER MOUNTAIN (2017)
 LN0667
 LN0667                         *CURRENT SURVEY CONTROL
 LN0667  ______________________________________________________________________
 LN0667* NAD 83(2011) POSITION- 40 38 00.16195(N) 109 35 45.06742(W)   ADJUSTED
 LN0667* NAD 83(2011) ELLIP HT-  2621.368 (meters)        (06/27/12)   ADJUSTED
 LN0667* NAD 83(2011) EPOCH   -  2010.00
 LN0667* NAVD 88 ORTHO HEIGHT -  2636.1   (meters)     8649.    (feet) GPS OBS
 LN0667  ______________________________________________________________________
 LN0667  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LN0667  GEOID HEIGHT    -         -14.44 (meters)                     GEOID93
 LN0667  GEOID HEIGHT    -        -14.622 (meters)                     GEOID18
 LN0667  NAD 83(2011) X  - -1,626,338.449 (meters)                     COMP
 LN0667  NAD 83(2011) Y  - -4,568,335.501 (meters)                     COMP
 LN0667  NAD 83(2011) Z  -  4,133,318.185 (meters)                     COMP
 LN0667  LAPLACE CORR    -         -6.09  (seconds)                    DEFLEC18
 LN0667
 LN0667  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LN0667  Standards:
 LN0667         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LN0667            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LN0667  -------------------------------------------------------------------
 LN0667  NETWORK    1.24   2.08           0.58   0.40   1.06     -0.13355520
 LN0667  -------------------------------------------------------------------
 LN0667  Click here for local accuracies and other accuracy information.
 LN0667
 LN0667.The horizontal coordinates were established by GPS observations
 LN0667.and adjusted by the National Geodetic Survey in June 2012.
 LN0667
 LN0667.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LN0667.been affixed to the stable North American tectonic plate. See 
 LN0667.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LN0667
 LN0667.The horizontal coordinates are valid at the epoch date displayed above
 LN0667.which is a decimal equivalence of Year/Month/Day.
 LN0667
 LN0667.The orthometric height was determined by GPS observations and a
 LN0667.high-resolution geoid model.
 LN0667
 LN0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0667.GEOID18 height accuracy estimate available here.
 LN0667
 LN0667.Click photographs - Photos may exist for this station.
 LN0667
 LN0667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LN0667
 LN0667.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0667
 LN0667.The ellipsoidal height was determined by GPS observations
 LN0667.and is referenced to NAD 83.
 LN0667
 LN0667. The following values were computed from the NAD 83(2011) position.
 LN0667
 LN0667;                    North         East     Units Scale Factor Converg.
 LN0667;SPC UT C     - 2,257,072.491   661,077.425   MT  0.99999591   +1 13 11.1
 LN0667;SPC UT C     - 7,405,078.66  2,168,884.85   sFT  0.99999591   +1 13 11.1
 LN0667;UTM  12      - 4,499,007.523   618,744.740   MT  0.99977356   +0 54 52.2
 LN0667
 LN0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0667!SPC UT C     -   0.99958896  x   0.99999591  =   0.99958488
 LN0667!UTM  12      -   0.99958896  x   0.99977356  =   0.99936262
 LN0667
 LN0667:                Primary Azimuth Mark                     Grid Az
 LN0667:SPC UT C     -  BRUSH AZ MK                              127 21 34.4
 LN0667:UTM  12      -  BRUSH AZ MK                              127 39 53.3
 LN0667
 LN0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK1874499007(NAD 83)
 LN0667
 LN0667|---------------------------------------------------------------------|
 LN0667| PID    Reference Object                     Distance      Geod. Az  |
 LN0667|                                                           dddmmss.s |
 LN0667| CP4599 BRUSH RM 1                            9.578 METERS 12748     |
 LN0667| CP4598 BRUSH AZ MK                                        1283445.5 |
 LN0667| CP4600 BRUSH RM 2                            7.568 METERS 20757     |
 LN0667|---------------------------------------------------------------------|
 LN0667
 LN0667                          SUPERSEDED SURVEY CONTROL
 LN0667
 LN0667  NAD 83(2007)-  40 38 00.16156(N)    109 35 45.06807(W) AD(2002.00) 0
 LN0667  ELLIP H (02/10/07) 2621.387  (m)                       GP(2002.00)    
 LN0667  ELLIP H (11/14/01) 2621.389  (m)                       GP(       ) 4 2
 LN0667  NAD 83(1994)-  40 38 00.16090(N)    109 35 45.06730(W) AD(       ) B
 LN0667  ELLIP H (04/21/95) 2621.425  (m)                       GP(       ) 4 1
 LN0667  NAD 83(1986)-  40 38 00.14101(N)    109 35 45.05365(W) AD(       ) 1
 LN0667  NAD 27      -  40 38 00.29300(N)    109 35 42.54700(W) AD(       ) 1
 LN0667  NGVD 29            2634.48   (m)         8643.3    (f) LEVELING    3  
 LN0667
 LN0667.Superseded values are not recommended for survey control.
 LN0667
 LN0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0667.See file dsdata.pdf to determine how the superseded data were derived.
 LN0667
 LN0667_MARKER: DS = TRIANGULATION STATION DISK
 LN0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0667_STAMPING: BRUSH 1937
 LN0667_MARK LOGO: CGS
 LN0667_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LN0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0667+STABILITY: SURFACE MOTION
 LN0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0667+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1994
 LN0667
 LN0667  HISTORY     - Date     Condition        Report By
 LN0667  HISTORY     - 1937     MONUMENTED       CGS
 LN0667  HISTORY     - 1946     GOOD             CGS
 LN0667  HISTORY     - 1961     GOOD             USGS
 LN0667  HISTORY     - 1963     GOOD             USGS
 LN0667  HISTORY     - 19940914 GOOD             NGS
 LN0667
 LN0667                          STATION DESCRIPTION
 LN0667
 LN0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LN0667'THIS STATION IS ABOUT 12-1/2 MILES N AND 3-1/2 MILES W OF
 LN0667'VERNAL, UTAH.  STATION IS LOCATED ON A HIGH MESA COVERED WITH
 LN0667'SAGEBRUSH, WITHIN THE LIMITS OF THE ASHLEY NATIONAL FOREST.
 LN0667'THE MESA IS FAIRLY FLAT ON TOP WITH INTERMITTENT SMALL GROVES
 LN0667'OF ASPEN TREES GROWING ON THE SLOPES.  THE STATION IS ABOUT
 LN0667'150 FEET S OF THE ROAD.
 LN0667'
 LN0667'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARK ARE STANDARD
 LN0667'BRONZE DISKS SET IN CONCRETE
 LN0667'
 LN0667'REFERENCE MARK NO. 1 IS SE OF THE STATION AT THE SAME ELEVATION.
 LN0667'
 LN0667'REFERENCE MARK NO. 2 IS SW OF THE STATION AT THE SAME ELEVATION.
 LN0667'
 LN0667'AZIMUTH MARK IS ABOUT 1/4 MILE E OF THE STATION ABOUT 10
 LN0667'FEET N OF THE ROAD.
 LN0667'
 LN0667'STATION IS REACHED FROM THE POST OFFICE IN VERNAL, UTAH, BY
 LN0667'GOING W ON THE MAIN STREET FOR 0.5 MILE TO WHERE THE FEDERAL
 LN0667'HIGHWAY 40 TURNS S.  THENCE TURN RIGHT, N AND GO 0.5 MILE ON
 LN0667'GRAVEL ROAD TO CROSSROADS.  THENCE TURN LEFT, W, AND GO 2 MILES
 LN0667'TO CROSSROADS.  THENCE TURN RIGHT, N AND GO 2.5 MILES ON
 LN0667'GRADED ROAD TO A FORK.  THENCE TAKE LEFT FORK, MAIN-TRAVELED
 LN0667'ROAD FOR 0.3 MILE TO ANOTHER FORK JUST AFTER PASSING A LONE
 LN0667'SHACK ON THE RIGHT SIDE OF THE ROAD.  TAKE THE MIDDLE FORK
 LN0667'STRAIGHT AHEAD FOR 3.1 MILES TO TWO DESERTED LOG CABINS ON
 LN0667'THE LEFT.  THENCE CONTINUE FOR 1.2 MILES TO A FORK.  THENCE
 LN0667'TURN RIGHT ON A TRACK ROAD PASSING UNDER A TELEPHONE LINE
 LN0667'AT 0.2 MILE.  CONTINUE ON THE TRACK ROAD GENERALLY NE AND
 LN0667'N FOR 2.6 MILES TO A SIGN AT THE RIGHT (BOUNDARY ASHLEY
 LN0667'NATIONAL FOREST).  THENCE CONTINUE FOR 3.0 MILES TO A CORRAL IN
 LN0667'AN ASPEN GROVE WHICH IS ABOUT 0.1 MILE TO THE RIGHT OF
 LN0667'THE ROAD.  THENCE CONTINUE FOR 0.7 MILE TO THE TOP OF THE
 LN0667'RIDGE AND THE STATION.
 LN0667
 LN0667                          STATION RECOVERY (1946)
 LN0667
 LN0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0667'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 LN0667'DESCRIBED WITH THE EXCEPTION OF DIFFERENCE IN DISTANCE TO
 LN0667'R.M. NO. 1 AND DIFFERENCE IN DIRECTION TO ALL REFERENCE MARKS.
 LN0667'
 LN0667'THE STATION IS LOCATED ON A HIGH MESA COVERED WITH SAGEBRUSH,
 LN0667'THE MESA IS FAIRLY FLAT ON TOP WITH INTERMITTENT GROVES OF
 LN0667'ASPEN TREES GROWING ON THE SLOPES, IT IS WITHIN THE LIMITS
 LN0667'OF ASHLEY NATIONAL FOREST, ABOUT 12.5 MILES NORTH AND 3.5
 LN0667'MILES WEST OF VERNAL, ON AN OPEN RIDGE, 43 PACES WEST OF
 LN0667'THE CENTER LINE OF ROAD, SET IN A CONCRETE POST WHICH PROJECTS
 LN0667'8 INCHES AND IS STAMPED--BRUSH 1937.
 LN0667'
 LN0667'REFERENCE MARK NO. 1 IS APPROX. THE SAME ELEVATION AS STATION,
 LN0667'39 PACES WEST OF CENTER LINE OF ROAD, SET IN A CONCRETE POST
 LN0667'WHICH PROJECTS 8 INCHES AND IS STAMPED--BRUSH NO 1 1937.
 LN0667'
 LN0667'REFERENCE MARK NO. 2 IS APPROX. THE SAME ELEVATION AS THE
 LN0667'STATION, 50 PACES WEST OF THE CENTER LINE OF ROAD, SET IN
 LN0667'A CONCRETE POST WHICH PROJECTS 8 INCHES AND IS STAMPED--BRUSH
 LN0667'NO 2 1937.
 LN0667'
 LN0667'AZIMUTH MARK IS 4 PACES NORTH OF THE CENTER LINE OF ROAD TO
 LN0667'STATION, SET IN A CONCRETE POST WHICH PROJECTS 8 INCHES AND
 LN0667'IS STAMPED.  BRUSH 1937.
 LN0667'
 LN0667'TO REACH FROM THE POST OFFICE AT VERNAL, GO WEST ON MAIN
 LN0667'STREET FOR 0.5 MILE TO INTERSECTION OF STATE HIGHWAY 121.  TURN
 LN0667'RIGHT (N) AND FOLLOW HIGHWAY 121 FOR 2.5 MILES TO A CROSSROAD
 LN0667'AT MAESERS STORE.  TURN RIGHT (N) AND CONTINUE ON MAIN TRAVELED
 LN0667'ROAD FOR 7.3 MILES TO A FORK.  TAKE RIGHT FORK FOR 1.0 MILE
 LN0667'TO A FORK.  TAKE RIGHT FORK, GO 5.7 MILES TO TOP OF RIDGE
 LN0667'JUST AFTER PASSING A GROVE OF ASPEN TREES ON THE LEFT.  STATION
 LN0667'IS ON THE LEFT SIDE OF THE ROAD.  A DRIVE STATION.
 LN0667
 LN0667                          STATION RECOVERY (1961)
 LN0667
 LN0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LN0667'THE POST FOR R.M. 1 HAS HAD THE TOP KNOCKED OFF AND THE TABLET
 LN0667'REMOVED.  THE OTHER MARKS WERE FOUND IN GOOD CONDITION.
 LN0667
 LN0667                          STATION RECOVERY (1963)
 LN0667
 LN0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LN0667'RECOVERED, AND REDESCRIBED AS FOLLOWS.
 LN0667'THIS IS NOW A DRIVE STATION AND THE FOLLOWING IS A ROUTE DESCRIPTION
 LN0667'FROM THE MAXON RANCH TO STATION SITE.
 LN0667'
 LN0667'FROM GATE AT MAXON RANCH PROCEED SSW. ALONG MAIN TRAVELED RD. 0.4 MI.
 LN0667'TO RD. FORK, TURN RIGHT SW. 3.9 MI. ALONG MOUNTAIN RD. ALONG RIDGE AND
 LN0667'UP A CANYON TO TOP OF AN EASTERN SPUR OF LITTLE MOUNTAIN.
 LN0667'LEAVE RD. LEFT, 0.1 MI. TO TOP AND STATION SITE.
 LN0667'
 LN0667'STATION MARK - STANDARD USGS TABLET STAMPED ---BROWN 1955--- AND NOT
 LN0667'1931.
 LN0667'
 LN0667'NOTE - REFERENCE MARK NO.1 WAS CHAINED AND SLOPE DISTANCE O 378.6 FT.
 LN0667'DOES NOT AGREE WITH DESCRIPTION OF 373.9 AS LISTED BY NGS.  REFERENCE
 LN0667'MARK NO.2 WAS ALRIGHT AT 34.73 FT.
 LN0667
 LN0667                          STATION RECOVERY (1994)
 LN0667
 LN0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 LN0667'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0376 ***********************************************************************
 KN0376  DESIGNATION -  BRUSH KNOB
 KN0376  PID         -  KN0376
 KN0376  STATE/COUNTY-  UT/SANPETE
 KN0376  COUNTRY     -  US
 KN0376  USGS QUAD   -  MOUNT PLEASANT (2017)
 KN0376
 KN0376                         *CURRENT SURVEY CONTROL
 KN0376  ______________________________________________________________________
 KN0376* NAD 83(1994) POSITION- 39 30 12.24856(N) 111 23 13.05802(W)   ADJUSTED
 KN0376* NAVD 88 ORTHO HEIGHT -  2355.    (meters)     7726.    (feet) SCALED
 KN0376  ______________________________________________________________________
 KN0376  GEOID HEIGHT    -        -16.515 (meters)                     GEOID18
 KN0376  LAPLACE CORR    -         23.91  (seconds)                    DEFLEC18
 KN0376  HORZ ORDER      -  SECOND
 KN0376
 KN0376.The horizontal coordinates were established by classical geodetic methods
 KN0376.and adjusted by the National Geodetic Survey in November 1997.
 KN0376
 KN0376.The orthometric height was scaled from a topographic map.
 KN0376
 KN0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0376.GEOID18 height accuracy estimate available here.
 KN0376
 KN0376.Click photographs - Photos may exist for this station.
 KN0376
 KN0376.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0376
 KN0376. The following values were computed from the NAD 83(1994) position.
 KN0376
 KN0376;                    North         East     Units Scale Factor Converg.
 KN0376;SPC UT C     - 2,129,905.667   509,721.610   MT  0.99991547   +0 04 20.7
 KN0376;SPC UT C     - 6,987,865.51  1,672,311.65   sFT  0.99991547   +0 04 20.7
 KN0376;UTM  12      - 4,372,713.572   466,731.086   MT  0.99961363   -0 14 46.2
 KN0376
 KN0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0376!SPC UT C     -   0.99963321  x   0.99991547  =   0.99954871
 KN0376!UTM  12      -   0.99963321  x   0.99961363  =   0.99924698
 KN0376
 KN0376:                Primary Azimuth Mark                     Grid Az
 KN0376:SPC UT C     -  BRUSH KNOB AZ MK                         270 37 03.8
 KN0376:UTM  12      -  BRUSH KNOB AZ MK                         270 56 10.7
 KN0376
 KN0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ6673172713(NAD 83)
 KN0376
 KN0376|---------------------------------------------------------------------|
 KN0376| PID    Reference Object                     Distance      Geod. Az  |
 KN0376|                                                           dddmmss.s |
 KN0376| CM5233 BRUSH KNOB RM 1                      14.658 METERS 11309     |
 KN0376| CM5234 BRUSH KNOB RM 2                       8.390 METERS 20434     |
 KN0376| CM5232 BRUSH KNOB AZ MK                                   2704124.5 |
 KN0376|---------------------------------------------------------------------|
 KN0376
 KN0376                          SUPERSEDED SURVEY CONTROL
 KN0376
 KN0376  NAD 83(1993)-  39 30 12.23813(N)    111 23 13.05422(W) AD(       ) 2
 KN0376  NAD 83(1986)-  39 30 12.23723(N)    111 23 13.05336(W) AD(       ) 2
 KN0376  NAD 27      -  39 30 12.37000(N)    111 23 10.38500(W) AD(       ) 2
 KN0376
 KN0376.Superseded values are not recommended for survey control.
 KN0376
 KN0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0376.See file dsdata.pdf to determine how the superseded data were derived.
 KN0376
 KN0376_MARKER: DS = TRIANGULATION STATION DISK
 KN0376_SETTING: 80 = SET IN A BOULDER
 KN0376_STAMPING: BRUSH KNOB 1938
 KN0376_MARK LOGO: CGS
 KN0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0376+STABILITY: SURFACE MOTION
 KN0376
 KN0376  HISTORY     - Date     Condition        Report By
 KN0376  HISTORY     - 1938     MONUMENTED       CGS
 KN0376
 KN0376                          STATION DESCRIPTION
 KN0376
 KN0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0376'STATION IS IN CENTRAL PART OF UTAH AND EXTREME EASTERN PART OF
 KN0376'SANPETE COUNTY ON WESTERN PART OF WASATCH PLATEAU AND ABOUT
 KN0376'WESTERN BOUNDARY OF MANTI NATIONAL FOREST.  STATION IS LOCATED
 KN0376'ON TOP OF OAK BRUSH COVERED RIDGE ABOUT HALF WAY UP WASATCH
 KN0376'PLATEAU.
 KN0376'
 KN0376'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 KN0376'IN BOULDERS.  UNDERGROUND
 KN0376'MARK IS A STANDARD BRONZE DISK IN CONCRETE.
 KN0376'
 KN0376'IT IS ABOUT 7 MILES AIRLINE E OF U.S. HIGHWAY 89, ABOUT 6
 KN0376'MILES AIRLINE SE OF MT. PLEASANT, AND ABOUT 7.5 MILES AIRLINE ENE
 KN0376'OF SPRING CITY.
 KN0376'
 KN0376'REACHED FROM POST OFFICE IN MT. PLEASANT BY CONTINUING E ON GRAVEL
 KN0376'STREET FROM POINT WHERE U.S. HIGHWAY 89 TURNS N 0.35 MILE TO A
 KN0376'CROSS STREET JUST W OF A BRIDGE.  FROM HERE TURN R, S, AND FOLLOW
 KN0376'MAIN TRAVELED DIRT ROAD 0.7 MILE TO CROSS ROAD.  THENCE E 0.3
 KN0376'MILE.  THENCE S 1.0 MILE.  THENCE E 0.2 MILE.  THENCE S BY A
 KN0376'LARGE HOUSE AND BARN ON R.  THENCE E 1.0 MILE BY A HOUSE AND
 KN0376'BARN ON R TO A GATE AT END OF LANE ABOUT 100 YARDS BEYOND A
 KN0376'ROTTEN POLE BRIDGE ACROSS A CREEK.  GO THRU GATE AND SWING R, S,
 KN0376'0.15 MILE, TO AN OLD SHACK.  PASS TO L OF SHACK AND TO R
 KN0376'OF CORRAL AND CONTINUE SOUTHERLY 0.15 MILE TO AN OLD GATE
 KN0376'AT N EDGE OF BRUSH.  AZIMUTH MARK IS ABOUT 75 FEET N OF THIS
 KN0376'POINT.  CONTINUE SOUTHERLY 0.05 MILE TO TOP OF RIDGE.  FROM HERE
 KN0376'STATION IS UP CANYON TO EASTWARD BEARING 73 DEG MAGNETIC.
 KN0376'CONTINUE TOWARD STATION ACROSS FIELD, ALONG L SIDE OF A
 KN0376'SMALL WASH AND THRU AN OLD FENCE 0.4 MILE TO AN OLD ROAD
 KN0376'LEADING EASTWARD UP RIDGE.  CONTINUE TO EASTWARD ON OLD ROAD
 KN0376'ABOUT 1/4 MILE WHICH IS AS FAR AS BRUSH WILL ALLOW TRUCK
 KN0376'TO TRAVEL.  FROM HERE PACK ACROSS DRAW AND TO TOP OF
 KN0376'RIDGE AND STATION.  FROM AZIMUTH MARK STATION JUST CLEARS
 KN0376'SOUTH EDGE OF A WHITE-SIDED BRUSH-COVERED RIDGE ABOUT 1/4
 KN0376'MILE E OF AZIMUTH.  THERE IS NO TRAIL TO STATION.  GAME TRAILS
 KN0376'CAN BE PICKED UP IN PLACES.  IT IS ABOUT A 45-MINUTE PACK FROM
 KN0376'END OF TRUCK TRAVEL.
 KN0376'
 KN0376'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0522 ***********************************************************************
 HO0522  DESIGNATION -  BRYCE
 HO0522  PID         -  HO0522
 HO0522  STATE/COUNTY-  UT/GARFIELD
 HO0522  COUNTRY     -  US
 HO0522  USGS QUAD   -  BRYCE POINT (2017)
 HO0522
 HO0522                         *CURRENT SURVEY CONTROL
 HO0522  ______________________________________________________________________
 HO0522* NAD 83(1994) POSITION- 37 36 19.71043(N) 112 09 27.24837(W)   ADJUSTED
 HO0522* NAVD 88 ORTHO HEIGHT -  2530.0   (meters)     8301.    (feet) VERTCON3
 HO0522  ______________________________________________________________________
 HO0522  GEOID HEIGHT    -        -20.324 (meters)                     GEOID18
 HO0522  LAPLACE CORR    -         -3.45  (seconds)                    DEFLEC18
 HO0522  HORZ ORDER      -  THIRD
 HO0522
 HO0522.The horizontal coordinates were established by classical geodetic methods
 HO0522.and adjusted by the National Geodetic Survey in November 1997.
 HO0522
 HO0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0522
 HO0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0522.GEOID18 height accuracy estimate available here.
 HO0522
 HO0522.Click photographs - Photos may exist for this station.
 HO0522
 HO0522.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0522
 HO0522. The following values were computed from the NAD 83(1994) position.
 HO0522
 HO0522;                    North         East     Units Scale Factor Converg.
 HO0522;SPC UT S     - 3,104,395.976   441,939.082   MT  0.99995613   -0 24 10.4
 HO0522;SPC UT S     -10,185,005.80  1,449,928.47   sFT  0.99995613   -0 24 10.4
 HO0522;UTM  12      - 4,162,673.019   397,824.692   MT  0.99972859   -0 42 23.2
 HO0522
 HO0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0522!SPC UT S     -   0.99960633  x   0.99995613  =   0.99956248
 HO0522!UTM  12      -   0.99960633  x   0.99972859  =   0.99933503
 HO0522
 HO0522:                Primary Azimuth Mark                     Grid Az
 HO0522:SPC UT S     -  TROPIC                                   066 29 19.2
 HO0522:UTM  12      -  TROPIC                                   066 47 32.0
 HO0522
 HO0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG9782462673(NAD 83)
 HO0522
 HO0522|---------------------------------------------------------------------|
 HO0522| PID    Reference Object                     Distance      Geod. Az  |
 HO0522|                                                           dddmmss.s |
 HO0522| HO0519 TROPIC                              APPROX. 8.0 KM 0660508.8 |
 HO0522|---------------------------------------------------------------------|
 HO0522
 HO0522                          SUPERSEDED SURVEY CONTROL
 HO0522
 HO0522  NAD 83(1986)-  37 36 19.70766(N)    112 09 27.25423(W) AD(       ) 3
 HO0522  NAD 27      -  37 36 19.77214(N)    112 09 24.54861(W) AD(       ) 3
 HO0522  NGVD 29 (07/19/86) 2528.6    (m)         8296.     (f) VERT ANG       
 HO0522
 HO0522.Superseded values are not recommended for survey control.
 HO0522
 HO0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0522.See file dsdata.pdf to determine how the superseded data were derived.
 HO0522
 HO0522_MARKER: DB = BENCH MARK DISK
 HO0522_SETTING: 66 = SET IN ROCK OUTCROP
 HO0522_STAMPING: BRYCE 8295 VA
 HO0522_MARK LOGO: USGS
 HO0522_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0522+STABILITY: POSITION/ELEVATION WELL
 HO0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0522+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2016
 HO0522
 HO0522  HISTORY     - Date     Condition        Report By
 HO0522  HISTORY     - 1929     MONUMENTED       USGS
 HO0522  HISTORY     - 20120612 GOOD             GEOCAC
 HO0522  HISTORY     - 20150619 GOOD             GEOCAC
 HO0522  HISTORY     - 20160228 GOOD             INDIV
 HO0522
 HO0522                          STATION DESCRIPTION
 HO0522
 HO0522'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 HO0522'LOCATED ABOUT 21 MI. SE. OF PANGUITCH, 4 MI. WSW. OF TROPIC, T37S,
 HO0522'R3W, N. 1/2 SEC. 7, ON BRYCE POINT, 125 FT. S. OF ACUTE ANGLE IN
 HO0522'CLIFF AND SLIGHTLY HIGHER THAN CLIFF LEVEL.
 HO0522'
 HO0522'TO REACH FROM THE BRYCE CANYON NATIONAL PARK ADMINISTRATION BUILDING,
 HO0522'DRIVE S. ALONG MAIN RD. FOR 1.5 MI. TO FORK WITH PARK SIGN POINTING TO
 HO0522'BRYCE POINT, THENCE LEFT 0.1 MI., THENCE RIGHT 1.2 MI., THENCE LEFT
 HO0522'0.6 MI. TO END OF RD. FOLLOWING SIGNS TO BRYCE POINT.  HIKE OUT TO
 HO0522'THE OBSERVATION POINT AND STATION.
 HO0522'
 HO0522'STATION MARK--STANDARD TABLET, STAMPED ---BRYCE 8294 VA BM---,
 HO0522'CEMENTED IN ROCK.
 HO0522'
 HO0522'REFERENCE MARK--STANDARD TABLET, STAMPED ---BRYCE---, CEMENTED IN
 HO0522'ROCK, 52.81 FT. FROM STATION MARK, S 23 DEG 50 MIN E.
 HO0522
 HO0522                          STATION RECOVERY (2012)
 HO0522
 HO0522'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0522'RECOVERED AS DESCRIBED.  THE STATION MARK AND REFERENCE MARK IN GOOD
 HO0522'CONDITION.
 HO0522
 HO0522                          STATION RECOVERY (2015)
 HO0522
 HO0522'RECOVERY NOTE BY GEOCACHING 2015 (JMH)
 HO0522'REFERENCE MARK ALSO RECOVERED IN GOOD CONDITION.
 HO0522
 HO0522                          STATION RECOVERY (2016)
 HO0522
 HO0522'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JEC)
 HO0522'STATION MARK AND REFERENCE MARK RECOVERED AS DESCRIBED IN GOOD
 HO0522'CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0523 ***********************************************************************
 HO0523  CBN         -  This is a Cooperative Base Network Control Station.
 HO0523  PACS        -  This is a Primary Airport Control Station.
 HO0523  DESIGNATION -  BRYCE
 HO0523  PID         -  HO0523
 HO0523  STATE/COUNTY-  UT/GARFIELD
 HO0523  COUNTRY     -  US
 HO0523  USGS QUAD   -  BRYCE CANYON (2017)
 HO0523
 HO0523                         *CURRENT SURVEY CONTROL
 HO0523  ______________________________________________________________________
 HO0523* NAD 83(2011) POSITION- 37 42 14.14457(N) 112 09 13.83292(W)   ADJUSTED
 HO0523* NAD 83(2011) ELLIP HT-  2308.803 (meters)        (06/27/12)   ADJUSTED
 HO0523* NAD 83(2011) EPOCH   -  2010.00
 HO0523* NAVD 88 ORTHO HEIGHT -  2328.97  (meters)     7641.0   (feet) GPS OBS
 HO0523  ______________________________________________________________________
 HO0523  NAVD 88 orthometric height was determined with geoid model    GEOID03
 HO0523  GEOID HEIGHT    -        -19.952 (meters)                     GEOID03
 HO0523  GEOID HEIGHT    -        -19.998 (meters)                     GEOID18
 HO0523  NAD 83(2011) X  - -1,905,995.740 (meters)                     COMP
 HO0523  NAD 83(2011) Y  - -4,681,276.605 (meters)                     COMP
 HO0523  NAD 83(2011) Z  -  3,880,908.219 (meters)                     COMP
 HO0523  LAPLACE CORR    -          1.43  (seconds)                    DEFLEC18
 HO0523
 HO0523  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HO0523  Standards:
 HO0523         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HO0523            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HO0523  -------------------------------------------------------------------
 HO0523  NETWORK    0.55   1.10           0.25   0.19   0.56     -0.08910192
 HO0523  -------------------------------------------------------------------
 HO0523  Click here for local accuracies and other accuracy information.
 HO0523
 HO0523.This mark is at Bryce Canyon Airport  (BCE)
 HO0523
 HO0523.The horizontal coordinates were established by GPS observations
 HO0523.and adjusted by the National Geodetic Survey in June 2012.
 HO0523
 HO0523.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HO0523.been affixed to the stable North American tectonic plate. See 
 HO0523.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HO0523
 HO0523.The horizontal coordinates are valid at the epoch date displayed above
 HO0523.which is a decimal equivalence of Year/Month/Day.
 HO0523
 HO0523.The orthometric height was determined by GPS observations and a
 HO0523.high-resolution geoid model.
 HO0523
 HO0523.GPS derived orthometric heights for airport stations designated as
 HO0523.PACS or SACS are published to 2 decimal places.  This maintains
 HO0523.centimeter relative accuracy between the PACS and SACS.  It does
 HO0523.not indicate centimeter accuracy relative to other marks which are
 HO0523.part of the published vertical control network.
 HO0523
 HO0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0523.GEOID18 height accuracy estimate available here.
 HO0523
 HO0523.Click photographs - Photos may exist for this station.
 HO0523
 HO0523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HO0523
 HO0523.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0523
 HO0523.The ellipsoidal height was determined by GPS observations
 HO0523.and is referenced to NAD 83.
 HO0523
 HO0523. The following values were computed from the NAD 83(2011) position.
 HO0523
 HO0523;                    North         East     Units Scale Factor Converg.
 HO0523;SPC UT S     - 3,115,320.296   442,344.512   MT  0.99995227   -0 24 02.2
 HO0523;SPC UT S     -10,220,846.67  1,451,258.62   sFT  0.99995227   -0 24 02.2
 HO0523;UTM  12      - 4,173,592.563   398,288.039   MT  0.99972742   -0 42 20.6
 HO0523
 HO0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0523!SPC UT S     -   0.99963784  x   0.99995227  =   0.99959012
 HO0523!UTM  12      -   0.99963784  x   0.99972742  =   0.99936535
 HO0523
 HO0523:                Primary Azimuth Mark                     Grid Az
 HO0523:SPC UT S     -  VAT 2                                    083 19 05.8
 HO0523:UTM  12      -  VAT 2                                    083 37 24.2
 HO0523
 HO0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG9828873592(NAD 83)
 HO0523
 HO0523|---------------------------------------------------------------------|
 HO0523| PID    Reference Object                     Distance      Geod. Az  |
 HO0523|                                                           dddmmss.s |
 HO0523| HO0517 VAT 2                               APPROX. 6.7 KM 0825503.6 |
 HO0523| CH2805 BRYCE RM 2                           11.167 METERS 09230     |
 HO0523| AA3663 BRYCE AZ MK 2                       APPROX. 0.6 KM 2060528.1 |
 HO0523| CH2804 BRYCE RM 1                           16.265 METERS 35633     |
 HO0523|---------------------------------------------------------------------|
 HO0523
 HO0523                          SUPERSEDED SURVEY CONTROL
 HO0523
 HO0523  NAD 83(2007)-  37 42 14.14393(N)    112 09 13.83347(W) AD(2002.00) 0
 HO0523  ELLIP H (02/10/07) 2308.811  (m)                       GP(2002.00)    
 HO0523  ELLIP H (11/14/01) 2308.816  (m)                       GP(       ) 4 2
 HO0523  NAD 83(1994)-  37 42 14.14313(N)    112 09 13.83188(W) AD(       ) B
 HO0523  ELLIP H (04/21/95) 2308.900  (m)                       GP(       ) 4 1
 HO0523  NAD 83(1986)-  37 42 14.14074(N)    112 09 13.84081(W) AD(       ) 2
 HO0523  NAD 27      -  37 42 14.20545(N)    112 09 11.13670(W) AD(       ) 2
 HO0523  NAVD 88 (04/21/95) 2328.81   (m)  GEOID93  model used  GPS OBS        
 HO0523  NGVD 29 (07/19/86) 2327.4    (m)         7636.     (f) VERT ANG       
 HO0523
 HO0523.Superseded values are not recommended for survey control.
 HO0523
 HO0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0523.See file dsdata.pdf to determine how the superseded data were derived.
 HO0523
 HO0523_MARKER: DD = SURVEY DISK
 HO0523_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0523_STAMPING: BRYCE 1971
 HO0523_MARK LOGO: USGS
 HO0523_PROJECTION: PROJECTING 5 CENTIMETERS
 HO0523_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HO0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0523+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2008
 HO0523
 HO0523  HISTORY     - Date     Condition        Report By
 HO0523  HISTORY     - 1971     MONUMENTED       USGS
 HO0523  HISTORY     - 19931111 GOOD             NGS
 HO0523  HISTORY     - 20080614 GOOD             WOOLPT
 HO0523
 HO0523                          STATION DESCRIPTION
 HO0523
 HO0523'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HO0523'LOCATED ABOUT 17.0 MI (AIRLINE) SE. OF PANGUITCH, UTAH.  ABOUT 16.0
 HO0523'MI NE. OF HATCH.  ON A SMALL HILL AT THE BRYCE CANYON AIRPORT.
 HO0523'
 HO0523'TO REACH FROM BRYCE CANYON AIRPORT COMMUNICATION BUILDING DRIVE
 HO0523'N. ON TRACT RD. FOR 0.2 MI TO TOP OF SMALL HILL AND STATION.
 HO0523'
 HO0523'STATION MARK--A STANDARD USGS BRASS TABLET STAMPED BRYCE 1971
 HO0523'SET ON A COPPER-COATED ROD IN PLACE, 5.7 FT S. OF METAL WITNESS
 HO0523'POST.
 HO0523'
 HO0523'REFERENCE MARK NO. 1--A STANDARD USGS BRASS TABLET STAMPED
 HO0523'BRYCE NO 1 1971 CEMENTED IN DRILL HOLE IN SOLID ROCK, PROJECTING
 HO0523'0.4 FT ABOVE THE GROUND.
 HO0523'
 HO0523'REFERENCE MARK NO. 2--A STANDARD USGS BRASS TABLET STAMPED BRYCE
 HO0523'NO 2 1971 ON A COPPER-COATED ROD IN PLACE.
 HO0523
 HO0523                          STATION RECOVERY (1993)
 HO0523
 HO0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 HO0523'STATION IS LOCATED ABOUT 28 KM (17.40 MI) SOUTHEAST OF PANGUITCH, 2 KM
 HO0523'(1.25 MI) NORTH-NORTHWEST OF THE JUNCTION OF STATE HIGHWAYS 12 AND 63
 HO0523'(BRYCE CANYON TURNOFF), ON A LOW BARE HILL ON THE NORTHWEST SIDE OF
 HO0523'THE BRYCE CANYON AIRPORT.  OWNERSHIP--GARFIELD COUNTY, COUNTY
 HO0523'COURTHOUSE, PANGUITCH, UT 84759.  AIRPORT MANAGER IS DOM GRIMMER,
 HO0523'PHONE 801-834-5205. TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 12
 HO0523'AND 63 AT BRYCE CANYON JUNCTION, GO NORTHWEST ON HIGHWAY 12 FOR 0.75
 HO0523'KM (0.45 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, NORTH, ON THE AIRPORT
 HO0523'ENTRANCE ROAD FOR 0.63 KM (0.40 MI) TO A CATTLE GUARD AND AZIMUTH MARK
 HO0523'2 ON THE RIGHT. CONTINUE AHEAD FOR 0.16 KM (0.10 MI) TO A SLIM FORK.
 HO0523'BEAR RIGHT, CROSSING APRON, FOR 0.22 KM (0.15 MI) TO THE OLD FAA
 HO0523'BUILDING AT CIRCULAR DRIVE.  TURN RIGHT, NORTH, ON WEST SIDE OF FAA
 HO0523'BUILDING, PICKING UP DIM TRACK ROAD AND GO 0.27 KM (0.15 MI) TO TOP OF
 HO0523'HILL AND STATION. STATION MARK IS A DISK ON A ROD IN A 15-CM SLEEVE
 HO0523'PROJECTING 5 CM ABOVE GROUND.  IT IS 1.8 M (5.9 FT) SOUTH OF A METAL
 HO0523'WITNESS POST, AND 13.4 M (44.0 FT) WEST OF A SMALL WINDSOCK POLE.
 HO0523'DESCRIBED BY G.R.HEID
 HO0523
 HO0523                          STATION RECOVERY (2008)
 HO0523
 HO0523'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (KCH)
 HO0523'RECOVERY NOTE BY WOOLPERT, 2008 DJK.  RECOVERED AS DESCRIBED. THIS
 HO0523'STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3663 ***********************************************************************
 AA3663  FBN         -  This is a Federal Base Network Control Station.
 AA3663  DESIGNATION -  BRYCE AZ MK 2
 AA3663  PID         -  AA3663
 AA3663  STATE/COUNTY-  UT/GARFIELD
 AA3663  COUNTRY     -  US
 AA3663  USGS QUAD   -  BRYCE CANYON (2017)
 AA3663
 AA3663                         *CURRENT SURVEY CONTROL
 AA3663  ______________________________________________________________________
 AA3663* NAD 83(2011) POSITION- 37 41 56.35043(N) 112 09 24.79955(W)   ADJUSTED
 AA3663* NAD 83(2011) ELLIP HT-  2293.750 (meters)        (06/27/12)   ADJUSTED
 AA3663* NAD 83(2011) EPOCH   -  2010.00
 AA3663* NAVD 88 ORTHO HEIGHT -  2313.9   (meters)     7592.    (feet) GPS OBS
 AA3663  ______________________________________________________________________
 AA3663  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AA3663  GEOID HEIGHT    -        -20.177 (meters)                     GEOID09
 AA3663  GEOID HEIGHT    -        -20.017 (meters)                     GEOID18
 AA3663  NAD 83(2011) X  - -1,906,366.716 (meters)                     COMP
 AA3663  NAD 83(2011) Y  - -4,681,475.067 (meters)                     COMP
 AA3663  NAD 83(2011) Z  -  3,880,464.794 (meters)                     COMP
 AA3663  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 AA3663
 AA3663  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3663  Standards:
 AA3663         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3663            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3663  -------------------------------------------------------------------
 AA3663  NETWORK    0.45   0.98           0.20   0.16   0.50     -0.09527591
 AA3663  -------------------------------------------------------------------
 AA3663  Click here for local accuracies and other accuracy information.
 AA3663
 AA3663.The horizontal coordinates were established by GPS observations
 AA3663.and adjusted by the National Geodetic Survey in June 2012.
 AA3663
 AA3663.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3663.been affixed to the stable North American tectonic plate. See 
 AA3663.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3663
 AA3663.The horizontal coordinates are valid at the epoch date displayed above
 AA3663.which is a decimal equivalence of Year/Month/Day.
 AA3663
 AA3663.The orthometric height was determined by GPS observations and a
 AA3663.high-resolution geoid model.
 AA3663
 AA3663.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3663.GEOID18 height accuracy estimate available here.
 AA3663
 AA3663.Click photographs - Photos may exist for this station.
 AA3663
 AA3663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3663
 AA3663.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3663
 AA3663.The ellipsoidal height was determined by GPS observations
 AA3663.and is referenced to NAD 83.
 AA3663
 AA3663. The following values were computed from the NAD 83(2011) position.
 AA3663
 AA3663;                    North         East     Units Scale Factor Converg.
 AA3663;SPC UT S     - 3,114,773.610   442,072.043   MT  0.99995239   -0 24 08.9
 AA3663;SPC UT S     -10,219,053.09  1,450,364.69   sFT  0.99995239   -0 24 08.9
 AA3663;UTM  12      - 4,173,047.459   398,012.725   MT  0.99972811   -0 42 27.0
 AA3663
 AA3663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3663!SPC UT S     -   0.99964020  x   0.99995239  =   0.99959260
 AA3663!UTM  12      -   0.99964020  x   0.99972811  =   0.99936840
 AA3663
 AA3663:                Primary Azimuth Mark                     Grid Az
 AA3663:SPC UT S     -  BRYCE                                    026 29 30.3
 AA3663:UTM  12      -  BRYCE                                    026 47 48.4
 AA3663
 AA3663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG9801273047(NAD 83)
 AA3663
 AA3663|---------------------------------------------------------------------|
 AA3663| PID    Reference Object                     Distance      Geod. Az  |
 AA3663|                                                           dddmmss.s |
 AA3663| HO0523 BRYCE                               APPROX. 0.6 KM 0260521.4 |
 AA3663|---------------------------------------------------------------------|
 AA3663
 AA3663                          SUPERSEDED SURVEY CONTROL
 AA3663
 AA3663  NAD 83(2007)-  37 41 56.34978(N)    112 09 24.80011(W) AD(2002.00) 0
 AA3663  ELLIP H (02/10/07) 2293.759  (m)                       GP(2002.00)    
 AA3663  ELLIP H (06/28/00) 2293.769  (m)                       GP(       ) 4 1
 AA3663  NAD 83(1994)-  37 41 56.34894(N)    112 09 24.79852(W) AD(       ) B
 AA3663  ELLIP H (04/21/95) 2293.854  (m)                       GP(       ) 4 1
 AA3663  NAVD 88 (06/28/00) 2313.7    (m)  GEOID99  model used  GPS OBS        
 AA3663  NAVD 88 (04/21/95) 2313.8    (m)  GEOID93  model used  GPS OBS        
 AA3663
 AA3663.Superseded values are not recommended for survey control.
 AA3663
 AA3663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3663.See file dsdata.pdf to determine how the superseded data were derived.
 AA3663
 AA3663_MARKER: I = METAL ROD
 AA3663_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3663_STAMPING: BRYCE AZ MK 2 1988
 AA3663_MARK LOGO: NGS
 AA3663_PROJECTION: FLUSH
 AA3663_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3663+STABILITY: POSITION/ELEVATION WELL
 AA3663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3663+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1999
 AA3663_ROD/PIPE-DEPTH: 5.18 meters
 AA3663_SLEEVE-DEPTH  : 0.9 meters
 AA3663
 AA3663  HISTORY     - Date     Condition        Report By
 AA3663  HISTORY     - 1988     MONUMENTED       NGS
 AA3663  HISTORY     - 19931111 GOOD             NGS
 AA3663  HISTORY     - 19990204 SEE DESCRIPTION  NGS
 AA3663
 AA3663                          STATION DESCRIPTION
 AA3663
 AA3663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 AA3663'STATION IS LOCATED ABOUT 28.5 KM (17.70 MI) SOUTHEAST OF PANGUITCH,
 AA3663'1.5 KM (0.95 MI) NORTH-NORTHWEST OF THE JUNCTION OF STATE HIGHWAYS 12
 AA3663'AND 63 (BRYCE CANYON JUNCTION), ALONG THE ENTRANCE ROAD TO THE BRYCE
 AA3663'CANYON AIRPORT, AT A CATTLE GUARD.  OWNERSHIP--GARFIELD COUNTY, COUNTY
 AA3663'COURTHOUSE, PANGUITCH, UT 84759.  AIRPORT MANAGER IS DOM GRIMMER,
 AA3663'PHONE 801-834-5205. TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 12
 AA3663'AND 63 AT BRYCE CANYON JUNCTION, GO NORTHWEST ON HIGHWAY 12 FOR 0.75
 AA3663'KM (0.45 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, NORTH, ON THE AIRPORT
 AA3663'ENTRANCE ROAD FOR 0.63 KM (0.40 MI) TO A CATTLE GUARD AND THE STATION
 AA3663'ON THE RIGHT. STATION MARK IS A PUNCH HOLE TOP CENTER ON A STEEL ROD
 AA3663'ENCASED IN A PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST FLUSH WITH
 AA3663'THE GROUND. IT IS 13.7 M (44.9 FT) SOUTHEAST OF THE ROAD CENTER, 0.8 M
 AA3663'(2.6 FT) NORTHEAST OF THE PERIMETER FENCE, AND 0.6 M (2.0 FT)
 AA3663'NORTHEAST OF A FIBERGLASS WITNESS POST. DESCRIBED BY G.R.HEID
 AA3663
 AA3663                          STATION RECOVERY (1999)
 AA3663
 AA3663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AA3663'RECOVERED AS DESCRIBED.  NOTE--AN EIGHT FOOT HIGH, HIGH VOLTAGE
 AA3663'ELECTRICAL PERIMETER FENCE HAS BEEN ERECTED AROUND THE AIRPORT.  THE
 AA3663'STATION IS NOW 0.3 M (1.0 FT) NORTHEAST OF THE ELECTRICAL FENCE,
 AA3663'CAUTION SHOULD BE USED WHEN ACCESSING THIS STATION AS IT IS VERY CLOSE
 AA3663'TO THE FENCE AND CREATES HAZARDOUS WORKING CONDITIONS.  THE AIRPORT
 AA3663'MANAGER STATED TO CONTACT HIM ONE DAY IN ADVANCE OF OCCUPYING THIS
 AA3663'STATION AND HE WOULD TURN THE POWER OFF TO THIS SECTION OF PERIMETER
 AA3663'FENCE FOR THE DURATION OF SURVEY.  AIRPORT MANAGER, GREG POLLOCK, PO
 AA3663'BOX 640037, BRYCE, UTAH 84764.  OFFICE PHONE 435-834-5239.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0511 ***********************************************************************
 JM0511  DESIGNATION -  BUCK
 JM0511  PID         -  JM0511
 JM0511  STATE/COUNTY-  UT/SAN JUAN
 JM0511  COUNTRY     -  US
 JM0511  USGS QUAD   -  LA SAL JUNCTION (2017)
 JM0511
 JM0511                         *CURRENT SURVEY CONTROL
 JM0511  ______________________________________________________________________
 JM0511* NAD 83(1994) POSITION- 38 19 01.72134(N) 109 22 57.51864(W)   ADJUSTED
 JM0511* NAVD 88 ORTHO HEIGHT -  2073.1   (meters)     6801.    (feet) VERTCON3
 JM0511  ______________________________________________________________________
 JM0511  GEOID HEIGHT    -        -18.939 (meters)                     GEOID18
 JM0511  LAPLACE CORR    -          9.96  (seconds)                    DEFLEC18
 JM0511  HORZ ORDER      -  THIRD
 JM0511
 JM0511.The horizontal coordinates were established by classical geodetic methods
 JM0511.and adjusted by the National Geodetic Survey in November 1997.
 JM0511
 JM0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0511
 JM0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0511.GEOID18 height accuracy estimate available here.
 JM0511
 JM0511.Click photographs - Photos may exist for this station.
 JM0511
 JM0511.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0511
 JM0511. The following values were computed from the NAD 83(1994) position.
 JM0511
 JM0511;                    North         East     Units Scale Factor Converg.
 JM0511;SPC UT S     - 3,185,277.363   685,151.986   MT  0.99999450   +1 17 50.2
 JM0511;SPC UT S     -10,450,364.15  2,247,869.47   sFT  0.99999450   +1 17 50.2
 JM0511;UTM  12      - 4,242,241.330   641,390.206   MT  0.99984620   +1 00 10.6
 JM0511
 JM0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0511!SPC UT S     -   0.99967779  x   0.99999450  =   0.99967229
 JM0511!UTM  12      -   0.99967779  x   0.99984620  =   0.99952404
 JM0511
 JM0511:                Primary Azimuth Mark                     Grid Az
 JM0511:SPC UT S     -  RATTLESNAKE                              148 07 36.4
 JM0511:UTM  12      -  RATTLESNAKE                              148 25 16.0
 JM0511
 JM0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH4139042241(NAD 83)
 JM0511
 JM0511|---------------------------------------------------------------------|
 JM0511| PID    Reference Object                     Distance      Geod. Az  |
 JM0511|                                                           dddmmss.s |
 JM0511| JM0496 MOUNT PEALE                         APPROX.19.0 KM 0444945.0 |
 JM0511| JM0509 RATTLESNAKE                         APPROX. 5.6 KM 1492526.6 |
 JM0511|---------------------------------------------------------------------|
 JM0511
 JM0511                          SUPERSEDED SURVEY CONTROL
 JM0511
 JM0511  NAD 83(1986)-  38 19 01.71102(N)    109 22 57.51969(W) AD(       ) 3
 JM0511  NAD 27      -  38 19 01.76358(N)    109 22 55.12240(W) AD(       ) 3
 JM0511  NGVD 29 (07/19/86) 2072.0    (m)         6798.     (f) VERT ANG       
 JM0511
 JM0511.Superseded values are not recommended for survey control.
 JM0511
 JM0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0511.See file dsdata.pdf to determine how the superseded data were derived.
 JM0511
 JM0511_MARKER: DB = BENCH MARK DISK
 JM0511_SETTING: 80 = SET IN A BOULDER
 JM0511_STAMPING: BUCK 1954
 JM0511_MARK LOGO: USGS
 JM0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0511+STABILITY: SURFACE MOTION
 JM0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0511+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2024
 JM0511
 JM0511  HISTORY     - Date     Condition        Report By
 JM0511  HISTORY     - 1954     MONUMENTED       USGS
 JM0511  HISTORY     - 20240522 GOOD             CODOT
 JM0511
 JM0511                          STATION DESCRIPTION
 JM0511
 JM0511'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0511'LOCATED ABOUT 20 MI. SSE. OF MOAB, 6 MI. W. OF LA SAL, 1.3 MI. ENE.
 JM0511'OF JUNCTION OF U.S. HIGHWAY 160 AND STATE HIGHWAY 46, ON HIGHEST
 JM0511'POINT OF A TIMBERED TOP.
 JM0511'
 JM0511'STATION REACHED BY HELICOPTER.  (HOWEVER, STATION COULD BE REACHED
 JM0511'BY DRIVING UP MINING RDS. ON S. SIDE OF MOUNTAIN, THEN PACKING N.
 JM0511'TO HIGHEST POINT AND STATION.  PROBABLY 1/2-HOUR CLIMB.)
 JM0511'
 JM0511'STATION MARK--STANDARD TABLET STAMPED ---BUCK 1954--- CEMENTED ON
 JM0511'TOP OF BOULDER.
 JM0511'
 JM0511'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER CEMENTED ON TOP OF
 JM0511'OUTCROP, 18.94 FT. FROM STATION MARK, S 00 DEG 42 MIN W.
 JM0511'
 JM0511'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER ON E. SIDE OF DEAD CEDAR
 JM0511'STUMP, 33.61 FT. FROM STATION MARK, N 80 DEG 03 MIN W.
 JM0511
 JM0511                          STATION RECOVERY (2024)
 JM0511
 JM0511'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2024 (MW)
 JM0511'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0368 ***********************************************************************
 KM0368  DESIGNATION -  BUCK
 KM0368  PID         -  KM0368
 KM0368  STATE/COUNTY-  UT/UINTAH
 KM0368  COUNTRY     -  US
 KM0368  USGS QUAD   -  BIG PACK MOUNTAIN SE (2017)
 KM0368
 KM0368                         *CURRENT SURVEY CONTROL
 KM0368  ______________________________________________________________________
 KM0368* NAD 83(1994) POSITION- 39 45 25.63510(N) 109 32 26.26113(W)   ADJUSTED
 KM0368* NAVD 88 ORTHO HEIGHT -  1996.2   (meters)     6549.    (feet) VERTCON3
 KM0368  ______________________________________________________________________
 KM0368  GEOID HEIGHT    -        -17.325 (meters)                     GEOID18
 KM0368  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 KM0368  HORZ ORDER      -  FIRST
 KM0368
 KM0368.The horizontal coordinates were established by classical geodetic methods
 KM0368.and adjusted by the National Geodetic Survey in November 1997.
 KM0368
 KM0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0368
 KM0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0368.GEOID18 height accuracy estimate available here.
 KM0368
 KM0368.Click photographs - Photos may exist for this station.
 KM0368
 KM0368.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0368
 KM0368. The following values were computed from the NAD 83(1994) position.
 KM0368
 KM0368;                    North         East     Units Scale Factor Converg.
 KM0368;SPC UT C     - 2,159,905.485   667,879.354   MT  0.99989974   +1 15 18.5
 KM0368;SPC UT C     - 7,086,289.91  2,191,200.85   sFT  0.99989974   +1 15 18.5
 KM0368;UTM  12      - 4,401,818.906   625,014.265   MT  0.99979241   +0 56 00.4
 KM0368
 KM0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0368!SPC UT C     -   0.99968965  x   0.99989974  =   0.99958942
 KM0368!UTM  12      -   0.99968965  x   0.99979241  =   0.99948212
 KM0368
 KM0368:                Primary Azimuth Mark                     Grid Az
 KM0368:SPC UT C     -  BUCK AZ MK                               160 09 58.9
 KM0368:UTM  12      -  BUCK AZ MK                               160 29 17.0
 KM0368
 KM0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK2501401818(NAD 83)
 KM0368
 KM0368|---------------------------------------------------------------------|
 KM0368| PID    Reference Object                     Distance      Geod. Az  |
 KM0368|                                                           dddmmss.s |
 KM0368| CM6143 BUCK AZ MK                                         1612517.4 |
 KM0368| CM6144 BUCK RM 1                             7.248 METERS 23335     |
 KM0368| CM6145 BUCK RM 2                            12.290 METERS 28825     |
 KM0368|---------------------------------------------------------------------|
 KM0368
 KM0368                          SUPERSEDED SURVEY CONTROL
 KM0368
 KM0368  NAD 83(1993)-  39 45 25.61427(N)    109 32 26.24396(W) AD(       ) 1
 KM0368  NAD 83(1992)-  39 45 25.61051(N)    109 32 26.24515(W) AD(       ) 1
 KM0368  NAD 83(1986)-  39 45 25.60954(N)    109 32 26.24423(W) AD(       ) 1
 KM0368  NAD 27      -  39 45 25.72900(N)    109 32 23.78600(W) AD(       ) 1
 KM0368  NGVD 29 (07/19/86) 1995.0    (m)         6545.     (f) VERT ANG       
 KM0368
 KM0368.Superseded values are not recommended for survey control.
 KM0368
 KM0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0368.See file dsdata.pdf to determine how the superseded data were derived.
 KM0368
 KM0368_MARKER: DS = TRIANGULATION STATION DISK
 KM0368_SETTING: 66 = SET IN ROCK OUTCROP
 KM0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0368+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2008
 KM0368
 KM0368  HISTORY     - Date     Condition        Report By
 KM0368  HISTORY     - 1936     MONUMENTED       CGS
 KM0368  HISTORY     - 1937     GOOD             CGS
 KM0368  HISTORY     - 1966     GOOD             USGS
 KM0368  HISTORY     - 20080715 GOOD             INDIV
 KM0368
 KM0368                          STATION DESCRIPTION
 KM0368
 KM0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 KM0368'ABOUT 25 MILES SSE OF OURAY, 24 MILES WSW OF WATSON, IN OR NEAR
 KM0368'SE 1/4 SEC. 27, T 12 S, R 21 E, ON HIGHEST POINT OF CEDAR-COVERED
 KM0368'RIDGE LYING BETWEEN WILLOW CREEK ON W AND SAND DRAW ON E, ABOUT
 KM0368'2 MILES NW OF HEAD OF BUCK CANYON, ON HIGHEST POINT IN VICINITY,
 KM0368'ON SMALL KNOLL, 15 FEET NW OF SW EDGE OF KNOLL, AND 32 FEET NE
 KM0368'OF THE SW EDGE.  STATION KNOLL SLOPES OFF ABRUPTLY TO SE AND S
 KM0368'AND GENTLY TO SW AND W.  TO REACH FROM OURAY, DRIVE S ACROSS
 KM0368'BRIDGE OVER GREEN RIVER 3.0 MILES TO BRIDGE OVER WHITE RIVER.
 KM0368'CROSS BRIDGE AND CONTINUE ON MAIN TRAIL (LEFT FORK) 2.0
 KM0368'MILES.  TAKE RIGHT FORK (S) DOWN INTO ROCKY CANYON AND GO 4.4
 KM0368'MILES TO STONE HOUSE ON WILLOW CREEK.  CONTINUE UP WILLOW
 KM0368'CREEK 0.85 MILE TO JUNCTION WITH HILL CREEK ROAD.  TAKE LEFT
 KM0368'FORK AND GO UP WILLOW CREEK CANYON (THERE IS ONLY ONE ROAD
 KM0368'UP CANYON) 23.05 MILES TO ROAD LEADING LEFT UP SIDE CANYON.
 KM0368'TURN LEFT (E) AND GO 3.6 MILES TO CROSSROADS AT HEAD OF
 KM0368'BUCK CANYON.  TURN LEFT (N) AND GO 0.4 MILE TO DIM SHEEP
 KM0368'WAGON ROAD ON LEFT.  TURN LEFT ONTO THIS ROAD AND FOLLOW RIM
 KM0368'NORTHWESTERLY 1.25 MILES TO FORK.  TAKE RIGHT FORK AND GO
 KM0368'ALONG RIM 1.4 MILES TO WHERE WELL BEATEN TRAIL BEARS TO
 KM0368'RIGHT.  TURN TO RIGHT UP STEEP GRADE AND GO 0.15 MILE.  LEAVE
 KM0368'TRAIL AND DRIVE TO RIGHT (EASTERLY) ACROSS COUNTRY ALONG RIDGE
 KM0368'0.35 MILE TO TOP OF KNOLL AND STATION.  STATION MARK IS
 KM0368'DISK IN OUTCROPPING BEDROCK.  REFERENCE AND AZIMUTH MARKS
 KM0368'ARE STANDARD DISKS IN OUTCROPPING BEDROCK.  NO. 1 IS 6 FEET NE
 KM0368'OF SW EDGE OF STATION KNOLL, AND 7.244 METERS (23.77
 KM0368'FEET) SW FROM STATION S 53 DEG 35 MIN W.  NO. 2 IS AT W
 KM0368'EDGE OF STATION KNOLL, AND 12.290 METERS (40.32 FEET) WNW
 KM0368'FROM STATION N 71 DEG 35 MIN W.  DISTANCE BETWEEN
 KM0368'REFERENCE MARKS IS 32.95 FEET.  AZIMUTH MARK IS 18 FEET E OF
 KM0368'ROCK RIM, 30 FEET W OF TRAIL ROAD, AND ABOUT 0.5 MILE SSE OF
 KM0368'STATION S 18 DEG 35 MIN E.
 KM0368
 KM0368                          STATION RECOVERY (1937)
 KM0368
 KM0368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KM0368'THIS STATION WAS RECOVERED AS DESCRIBED.  ABOUT 25 MILES SE
 KM0368'OF OURAY, UTAH, AND ABOUT 24 MILES WSW OF WATSON, UTAH.  STATION
 KM0368'IS LOCATED ON THE HIGHEST POINT OF AN E AND W CEDAR RIDGE ABOUT
 KM0368'2 MILES NW OF THE HEAD OF BUCK CANYON.  THIS RIDGE BREAKS OFF
 KM0368'SHARPLY IN CLIFFS TO THE S AND SLOPES MORE GENTLY TO THE N.
 KM0368'STATION MARK IS A STANDARD DISK SET IN CONCRETE.
 KM0368'REFERENCE MARK NO. 1 IS 1 FOOT BELOW AND IS SW OF THE
 KM0368'STATION ABOUT 6 FEET NE OF THE SW EDGE OF THE RIDGE.  THE
 KM0368'AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE NOT RECOVERED AT THE
 KM0368'TIME THE STATION WAS RECOVERED.  THEY WERE BOTH LATER
 KM0368'RECOVERED BUT NEITHER REMEASURED NOR REOBSERVED.
 KM0368'
 KM0368'STATION WAS REACHED FROM OURAY POST OFFICE BY GOING S FOR 0.15
 KM0368'MILE TO A BRIDGE ACROSS THE GREEN RIVER.  THENCE CROSS BRIDGE AND
 KM0368'CONTINUE ON THE MAIN-TRAVELED ROAD FOR 1.5 MILES TO A BRIDGE
 KM0368'ACROSS THE WHITE RIVER.  CROSS THE BRIDGE AND CONTINUE ON THE
 KM0368'MAIN-TRAVELED ROAD FOR 7.3 MILES TO A STONE HOUSE ON THE
 KM0368'WILLOW CREEK CANYON.  THENCE CONTINUE UP WILLOW CREEK CANYON FOR
 KM0368'0.85 MILE TO THE JUNCTION WITH THE HILL CREEK ROAD.  THENCE
 KM0368'TAKE THE LEFT FORK UP THE WILLOW CREEK CANYON FOR 23.05 MILES
 KM0368'TO A ROAD LEADING UP BUCK CANYON.  TURN LEFT AND CONTINUE UP
 KM0368'BUCK CANYON FOR 3.6 MILES TO CROSSROADS AT THE HEAD OF BUCK
 KM0368'CANYON.  THIS ROAD IS PARTIALLY WASHED OUT AND FOLLOWS THE
 KM0368'SANDY CREEK BED AT INTERVALS.  THENCE TURN LEFT, N AND GO
 KM0368'0.4 MILE TO A FORK.  KEEP THE LEFT FORK, A TRACK ROAD FOR
 KM0368'1.25 MILES TO ANOTHER FORK.  THENCE KEEP THE RIGHT FORK AND
 KM0368'FOLLOW A DIM TRACK ROAD FOR 1.55 MILES TO A STEEP GRADE.
 KM0368'COMPOUND LOW GEAR IS REQUIRED TO CLIMB THIS GRADE.  THENCE
 KM0368'CLIMB GRADE AND FOLLOW OLD ROAD TO THE RIGHT TO THE TOP OF THE
 KM0368'RIDGE, THE HIGHEST POINT AND THE STATION.
 KM0368
 KM0368                          STATION RECOVERY (1966)
 KM0368
 KM0368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KM0368'RECOVERED.
 KM0368'
 KM0368'STATION MARK--STANDARD DISK, IN OUTCROPPING BEDROCK.
 KM0368
 KM0368                          STATION RECOVERY (2008)
 KM0368
 KM0368'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (RCW)
 KM0368'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1091 ***********************************************************************
 LO1091  DESIGNATION -  BUCK KNOLL
 LO1091  PID         -  LO1091
 LO1091  STATE/COUNTY-  UT/DUCHESNE
 LO1091  COUNTRY     -  US
 LO1091  USGS QUAD   -  BUCK KNOLL (2017)
 LO1091
 LO1091                         *CURRENT SURVEY CONTROL
 LO1091  ______________________________________________________________________
 LO1091* NAD 83(1994) POSITION- 40 02 55.22979(N) 110 35 11.13081(W)   ADJUSTED
 LO1091* NAVD 88 ORTHO HEIGHT -  2459.5   (meters)     8069.    (feet) VERTCON3
 LO1091  ______________________________________________________________________
 LO1091  GEOID HEIGHT    -        -16.537 (meters)                     GEOID18
 LO1091  LAPLACE CORR    -         -4.44  (seconds)                    DEFLEC18
 LO1091  HORZ ORDER      -  THIRD
 LO1091
 LO1091.The horizontal coordinates were established by classical geodetic methods
 LO1091.and adjusted by the National Geodetic Survey in November 1997.
 LO1091
 LO1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1091
 LO1091.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1091.GEOID18 height accuracy estimate available here.
 LO1091
 LO1091.Click photographs - Photos may exist for this station.
 LO1091
 LO1091.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1091
 LO1091. The following values were computed from the NAD 83(1994) position.
 LO1091
 LO1091;                    North         East     Units Scale Factor Converg.
 LO1091;SPC UT C     - 2,190,833.542   577,949.550   MT  0.99990576   +0 35 06.8
 LO1091;SPC UT C     - 7,187,759.71  1,896,156.15   sFT  0.99990576   +0 35 06.8
 LO1091;UTM  12      - 4,433,241.608   535,277.593   MT  0.99961532   +0 15 58.0
 LO1091
 LO1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1091!SPC UT C     -   0.99961689  x   0.99990576  =   0.99952269
 LO1091!UTM  12      -   0.99961689  x   0.99961532  =   0.99923236
 LO1091
 LO1091:                Primary Azimuth Mark                     Grid Az
 LO1091:SPC UT C     -  COTTONWOOD                               105 10 27.9
 LO1091:UTM  12      -  COTTONWOOD                               105 29 36.7
 LO1091
 LO1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK3527733241(NAD 83)
 LO1091
 LO1091|---------------------------------------------------------------------|
 LO1091| PID    Reference Object                     Distance      Geod. Az  |
 LO1091|                                                           dddmmss.s |
 LO1091| LO1078 COTTONWOOD                          APPROX. 9.0 KM 1054534.7 |
 LO1091|---------------------------------------------------------------------|
 LO1091
 LO1091                          SUPERSEDED SURVEY CONTROL
 LO1091
 LO1091  NAD 83(1993)-  40 02 55.22909(N)    110 35 11.13015(W) AD(       ) 3
 LO1091  NAD 83(1986)-  40 02 55.21330(N)    110 35 11.12396(W) AD(       ) 3
 LO1091  NAD 27      -  40 02 55.35753(N)    110 35 08.56230(W) AD(       ) 3
 LO1091  NGVD 29 (07/19/86) 2458.2    (m)         8065.     (f) VERT ANG       
 LO1091
 LO1091.Superseded values are not recommended for survey control.
 LO1091
 LO1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1091.See file dsdata.pdf to determine how the superseded data were derived.
 LO1091
 LO1091_MARKER: DD = SURVEY DISK
 LO1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO1091_STAMPING: BUCK KNOLL 1959
 LO1091_MARK LOGO: USGS
 LO1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1091+STABILITY: SURFACE MOTION
 LO1091
 LO1091  HISTORY     - Date     Condition        Report By
 LO1091  HISTORY     - 1959     MONUMENTED       USGS
 LO1091
 LO1091                          STATION DESCRIPTION
 LO1091
 LO1091'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO1091'LOCATED ABOUT 13 MI. SW. OF DUCHESNE ON THE MAIN RIDGE BETWEEN LAKE
 LO1091'CANYON AND THE RIGHT FORK OF INDIAN CANYON ON A HILL LOCALLY KNOWN
 LO1091'AS BUCK KNOLL.
 LO1091'
 LO1091'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 33,
 LO1091'PROCEED S. ON STATE HIGHWAY 33 FOR 3.6 MI. TO A SIDE RD. ON RIGHT,
 LO1091'TURN RIGHT (W.) OFF STATE HIGHWAY 33 AND FOLLOW RD. UP CANYON FOR
 LO1091'2.6 MI. TO SADDLE AND RD. FORK, KEEP LEFT THROUGH SADDLE FOR 0.05
 LO1091'MI. TO RD. FORK, TURN LEFT (S.) FOR 2.3 MI. TO RD. FORK, KEEP RIGHT
 LO1091'ON MAIN TRAVELED RD. ALONG TOP OF RIDGE FOR 6 MI. TO AREA USED AS
 LO1091'CAMPING SPOT ON RIDGE AT BEND IN RD., CONTINUE ON MAIN TRAVELED RD.
 LO1091'FOR 0.5 MI. TO RD. FORK NEAR HEAD OF GRASSY DRAIN, TURN LEFT AND GO
 LO1091'0.1 MI. UP STEEP GRADE TO SADDLE AND END OF TRUCK TRAVEL, PACK RIGHT
 LO1091'(W.) TO HIGH POINT AND STATION.  A 10 MINUTE PACK.
 LO1091'
 LO1091'STATION MARK--STANDARD TABLET, SET IN CONCRETE LEVEL WITH THE GROUND,
 LO1091'AND STAMPED ---BUCK KNOLL 1959---.
 LO1091'
 LO1091'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED
 LO1091'---BUCK KNOLL NO 1 1959---, SET IN CONCRETE LEVEL WITH THE GROUND,
 LO1091'22.55 FT. FROM STATION MARK, N 21 DEG 23 MIN W.
 LO1091'
 LO1091'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED
 LO1091'---BUCK KNOLL NO 2 1959---, SET IN CONCRETE LEVEL WITH THE GROUND,
 LO1091'20.40 FT. FROM STATION MARK, N 57 DEG 55 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0497 ***********************************************************************
 KN0497  DESIGNATION -  BUCKHORN
 KN0497  PID         -  KN0497
 KN0497  STATE/COUNTY-  UT/EMERY
 KN0497  COUNTRY     -  US
 KN0497  USGS QUAD   -  HADDEN HOLES (2017)
 KN0497
 KN0497                         *CURRENT SURVEY CONTROL
 KN0497  ______________________________________________________________________
 KN0497* NAD 83(1994) POSITION- 39 12 36.72048(N) 110 56 30.84832(W)   ADJUSTED
 KN0497* NAVD 88 ORTHO HEIGHT -  1786.1   (meters)     5860.    (feet) VERTCON3
 KN0497  ______________________________________________________________________
 KN0497  GEOID HEIGHT    -        -17.626 (meters)                     GEOID18
 KN0497  LAPLACE CORR    -         -5.53  (seconds)                    DEFLEC18
 KN0497  HORZ ORDER      -  SECOND
 KN0497
 KN0497.The horizontal coordinates were established by classical geodetic methods
 KN0497.and adjusted by the National Geodetic Survey in November 1997.
 KN0497
 KN0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0497
 KN0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0497.GEOID18 height accuracy estimate available here.
 KN0497
 KN0497.Click photographs - Photos may exist for this station.
 KN0497
 KN0497.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0497
 KN0497. The following values were computed from the NAD 83(1994) position.
 KN0497
 KN0497;                    North         East     Units Scale Factor Converg.
 KN0497;SPC UT C     - 2,097,500.046   548,200.279   MT  0.99995785   +0 21 27.0
 KN0497;SPC UT C     - 6,881,548.07  1,798,553.75   sFT  0.99995785   +0 21 27.0
 KN0497;UTM  12      - 4,340,104.747   505,015.862   MT  0.99960031   +0 02 12.2
 KN0497
 KN0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0497!SPC UT C     -   0.99972262  x   0.99995785  =   0.99968048
 KN0497!UTM  12      -   0.99972262  x   0.99960031  =   0.99932304
 KN0497
 KN0497:                Primary Azimuth Mark                     Grid Az
 KN0497:SPC UT C     -  BUCKHORN AZ MK                           001 38 33.5
 KN0497:UTM  12      -  BUCKHORN AZ MK                           001 57 48.3
 KN0497
 KN0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ0501540104(NAD 83)
 KN0497
 KN0497|---------------------------------------------------------------------|
 KN0497| PID    Reference Object                     Distance      Geod. Az  |
 KN0497|                                                           dddmmss.s |
 KN0497| CM6152 BUCKHORN AZ MK                                     0020000.5 |
 KN0497| CM6153 BUCKHORN RM 1                        12.026 METERS 20347     |
 KN0497| CM6154 BUCKHORN RM 2                        11.655 METERS 30106     |
 KN0497|---------------------------------------------------------------------|
 KN0497
 KN0497                          SUPERSEDED SURVEY CONTROL
 KN0497
 KN0497  NAD 83(1986)-  39 12 36.71026(N)    110 56 30.84313(W) AD(       ) 2
 KN0497  NAD 27      -  39 12 36.81800(N)    110 56 28.23600(W) AD(       ) 2
 KN0497  NGVD 29 (07/19/86) 1785.0    (m)         5856.     (f) VERT ANG       
 KN0497
 KN0497.Superseded values are not recommended for survey control.
 KN0497
 KN0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0497.See file dsdata.pdf to determine how the superseded data were derived.
 KN0497
 KN0497_MARKER: DS = TRIANGULATION STATION DISK
 KN0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0497+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2010
 KN0497
 KN0497  HISTORY     - Date     Condition        Report By
 KN0497  HISTORY     - 1937     MONUMENTED       CGS
 KN0497  HISTORY     - 1947     GOOD             CGS
 KN0497  HISTORY     - 20020708 GOOD             BLM
 KN0497  HISTORY     - 20100602 GOOD             INDIV
 KN0497
 KN0497                          STATION DESCRIPTION
 KN0497
 KN0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KN0497'THIS STATION IS ABOUT 4 MILES DUE E OF CASTLE DALE, ON THE
 KN0497'HIGHEST POINT OF A BALD, GRASSY AND GENTLY ROUNDED HILL, OR
 KN0497'SWELL, LYING BETWEEN COTTONWOOD AND HUNTINGTON CREEKS AND ABOUT
 KN0497'4 MILES N OF THEIR JUNCTION WHICH FORMS THE SAN RAFAEL RIVER,
 KN0497'0.6 MILE S OF THE GRADED ROAD KNOWN AS THE BUCKHORN TRUCK
 KN0497'TRAIL, ABOUT 100 YARDS S OF A WAGON ROAD ALONG THE CREST OF
 KN0497'THE SWELL AT THE POINT WHERE THE ROAD BEARS W OFF THE CREST,
 KN0497'283 PACES E OF TWO CASED OIL WELLS AND A CONCRETE SUMP ON
 KN0497'THE ROAD TO THE W.
 KN0497'
 KN0497'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KN0497'BRONZE DISKS SET IN CONCRETE.
 KN0497'
 KN0497'REFERENCE MARK NO. 1 IS SSW OF THE STATION.
 KN0497'
 KN0497'REFERENCE MARK NO. 2 IS WNW OF THE STATION.
 KN0497'
 KN0497'AZIMUTH MARK IS 0.5 MILE DUE N OF THE STATION, ALONG THE
 KN0497'WAGON ROAD, 0.1 MILE S ALONG THE WAGON ROAD FROM ITS JUNCTION
 KN0497'WITH THE BUCKHORN TRUCK TRAIL, 18 FEET W OF THE CENTER OF THE
 KN0497'ROAD.
 KN0497'
 KN0497'TO REACH THE STATION FROM CASTLE DALE, GO E AND N ON STATE
 KN0497'HIGHWAY 10 FOR 1.5 MILES AND TURN RIGHT ON GRAVEL ROAD AT
 KN0497'SIGN BUCKHORN TRUCK TRAIL, THENCE E, N AND E FOR 3.3 MILES TO
 KN0497'CREST OF SWELL, TURN RIGHT AND GO S ON AN OLD WAGON ROAD
 KN0497'ALONG THE CREST FOR 0.55 MILE AND KEEP STRAIGHT AHEAD WHERE
 KN0497'THE ROAD BEARS W, THENCE ABOUT 0.05 MILE TO THE STATION ON
 KN0497'THE HIGH POINT.
 KN0497'
 KN0497'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 KN0497
 KN0497                          STATION RECOVERY (1947)
 KN0497
 KN0497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CRR)
 KN0497'THE STATION AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD
 KN0497'CONDITION.  THE DESCRIPTION BY F.G.J. IN 1937 WAS FOUND TO
 KN0497'BE COMPLETE AND ADEQUATE.
 KN0497
 KN0497                          STATION RECOVERY (2002)
 KN0497
 KN0497'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 2002 (JFC)
 KN0497'RECOVERED IN GOOD CONDITION.
 KN0497
 KN0497                          STATION RECOVERY (2010)
 KN0497
 KN0497'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (LMS)
 KN0497'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0425 ***********************************************************************
 JN0425  DESIGNATION -  BUCKMASTER
 JN0425  PID         -  JN0425
 JN0425  STATE/COUNTY-  UT/EMERY
 JN0425  COUNTRY     -  US
 JN0425  USGS QUAD   -  JESSIES TWIST (2017)
 JN0425
 JN0425                         *CURRENT SURVEY CONTROL
 JN0425  ______________________________________________________________________
 JN0425* NAD 83(1994) POSITION- 38 57 50.74876(N) 110 21 06.79860(W)   ADJUSTED
 JN0425* NAVD 88 ORTHO HEIGHT -  1398.5   (meters)     4588.    (feet) VERTCON3
 JN0425  ______________________________________________________________________
 JN0425  GEOID HEIGHT    -        -19.670 (meters)                     GEOID18
 JN0425  LAPLACE CORR    -         -7.43  (seconds)                    DEFLEC18
 JN0425  HORZ ORDER      -  THIRD
 JN0425
 JN0425.The horizontal coordinates were established by classical geodetic methods
 JN0425.and adjusted by the National Geodetic Survey in November 1997.
 JN0425
 JN0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0425
 JN0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0425.GEOID18 height accuracy estimate available here.
 JN0425
 JN0425.Click photographs - Photos may exist for this station.
 JN0425
 JN0425.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0425
 JN0425. The following values were computed from the NAD 83(1994) position.
 JN0425
 JN0425;                    North         East     Units Scale Factor Converg.
 JN0425;SPC UT C     - 2,070,667.064   599,505.614   MT  1.00001339   +0 44 07.6
 JN0425;SPC UT C     - 6,793,513.53  1,966,878.00   sFT  1.00001339   +0 44 07.6
 JN0425;UTM  12      - 4,312,992.093   556,149.716   MT  0.99963882   +0 24 27.2
 JN0425
 JN0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0425!SPC UT C     -   0.99978372  x   1.00001339  =   0.99979710
 JN0425!UTM  12      -   0.99978372  x   0.99963882  =   0.99942261
 JN0425
 JN0425:                Primary Azimuth Mark                     Grid Az
 JN0425:SPC UT C     -  HATT                                     179 02 56.4
 JN0425:UTM  12      -  HATT                                     179 22 36.8
 JN0425
 JN0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ5614912992(NAD 83)
 JN0425
 JN0425|---------------------------------------------------------------------|
 JN0425| PID    Reference Object                     Distance      Geod. Az  |
 JN0425|                                                           dddmmss.s |
 JN0425| JN0424 HATT                                APPROX. 7.9 KM 1794704.0 |
 JN0425|---------------------------------------------------------------------|
 JN0425
 JN0425                          SUPERSEDED SURVEY CONTROL
 JN0425
 JN0425  NAD 83(1986)-  38 57 50.73711(N)    110 21 06.79264(W) AD(       ) 3
 JN0425  NAD 27      -  38 57 50.83057(N)    110 21 04.27061(W) AD(       ) 3
 JN0425  NGVD 29 (07/19/86) 1397.5    (m)         4585.     (f) VERT ANG       
 JN0425
 JN0425.Superseded values are not recommended for survey control.
 JN0425
 JN0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0425.See file dsdata.pdf to determine how the superseded data were derived.
 JN0425
 JN0425_MARKER: DD = SURVEY DISK
 JN0425_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JN0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0425
 JN0425  HISTORY     - Date     Condition        Report By
 JN0425  HISTORY     - 1952     MONUMENTED       USGS
 JN0425  HISTORY     - 1954     GOOD             USGS
 JN0425
 JN0425                          STATION DESCRIPTION
 JN0425
 JN0425'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0425'LOCATED ABOUT 11.0 MI. WSW. OF TOWN OF GREEN RIVER, 3.0 MI. W. OF SAN
 JN0425'RAFAEL RIVER WHERE IT PASSES THROUGH SAN RAFAEL REEF, 1.0 MI. E. OF
 JN0425'BUCKMASTER DRAW AND CAMP VINERO, ON LOW SHALE-ADOBE RIDGE THAT SLOPES
 JN0425'GENTLY TO E. AND BREAKS SHARPLY TO W.  STATION IS ON W. EDGE OF FOURTH
 JN0425'PROMINIENT POINT OF RIM S. OF DRAINAGE THROUGH RIDGE.
 JN0425'
 JN0425'STATION WAS REACHED BY HELICOPTER.  MAY BE REACHED FROM GREEN RIVER BY
 JN0425'DRIVING W. ON U.S. HIGHWAY 50 FOR ABOUT 8.5 MI. TO WELL TRAVELED RD.
 JN0425'TO LEFT NW., FOLLOW RD. NW.TO FIRST RD. FORK S. AFTER EMERGING FROM
 JN0425'CANYON THROUGH LOW REEF, TURN LEFT S. AND CONTINUE ALONG W. SIDE OF
 JN0425'REEF UNTIL FIRST DRAINAGE  FROM E. IS CROSSED ABOUT 3.0 MI., TURN LEFT
 JN0425'E., OFF RD. AND DRIVE CROSS COUNTRY UP SMALL DRAIN, THEN S. ABOUT 1.0
 JN0425'MI. ALONG W. EDGE OF RIM TO STATION.
 JN0425'
 JN0425'STATION MARK - STANDARD TABLET STAMPED ---BUCKMASTER 1952---, WELDED
 JN0425'TO TOP OF 2 IN.IRON PIPE DRIVEN FLUSH WITH THE GROUND.
 JN0425'
 JN0425'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.1
 JN0425'1952--- WELDED TO TOP OF 2 IN. PIPE AND PROJECTING ABOUT 8 IN. 62.60
 JN0425'FT. FROM STATION MARK, N 06 DEG 53 MIN E.
 JN0425'
 JN0425'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.2
 JN0425'1952--- WELDED TO TOP OF 2 IN. PIPE PROJECTING ABOUT 8 IN., 72.16 FT.
 JN0425'FROM STATION MARK, S 22 DEG 11 MIN E.
 JN0425
 JN0425                          STATION RECOVERY (1954)
 JN0425
 JN0425'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JN0425'RECOVERED, STATION REFERENCE MARKS FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0548 ***********************************************************************
 HO0548  DESIGNATION -  BUCKSKIN
 HO0548  PID         -  HO0548
 HO0548  STATE/COUNTY-  UT/KANE
 HO0548  COUNTRY     -  US
 HO0548  USGS QUAD   -  PINE HOLLOW CANYON (2017)
 HO0548
 HO0548                         *CURRENT SURVEY CONTROL
 HO0548  ______________________________________________________________________
 HO0548* NAD 83(1994) POSITION- 37 07 01.52517(N) 112 00 08.54019(W)   ADJUSTED
 HO0548* NAVD 88 ORTHO HEIGHT -  1840.0   (meters)     6037.    (feet) VERTCON3
 HO0548  ______________________________________________________________________
 HO0548  GEOID HEIGHT    -        -22.390 (meters)                     GEOID18
 HO0548  LAPLACE CORR    -         -6.56  (seconds)                    DEFLEC18
 HO0548  HORZ ORDER      -  THIRD
 HO0548
 HO0548.The horizontal coordinates were established by classical geodetic methods
 HO0548.and adjusted by the National Geodetic Survey in November 1997.
 HO0548
 HO0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0548
 HO0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0548.GEOID18 height accuracy estimate available here.
 HO0548
 HO0548.Click photographs - Photos may exist for this station.
 HO0548
 HO0548.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0548
 HO0548. The following values were computed from the NAD 83(1994) position.
 HO0548
 HO0548;                    North         East     Units Scale Factor Converg.
 HO0548;SPC UT S     - 3,050,109.676   455,351.052   MT  1.00001856   -0 18 28.1
 HO0548;SPC UT S     -10,006,901.50  1,493,930.91   sFT  1.00001856   -0 18 28.1
 HO0548;UTM  12      - 4,108,331.799   410,948.555   MT  0.99969769   -0 36 17.7
 HO0548
 HO0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0548!SPC UT S     -   0.99971484  x   1.00001856  =   0.99973339
 HO0548!UTM  12      -   0.99971484  x   0.99969769  =   0.99941262
 HO0548
 HO0548:                Primary Azimuth Mark                     Grid Az
 HO0548:SPC UT S     -  BUCKSKIN AZ MK                           005 13 28.9
 HO0548:UTM  12      -  BUCKSKIN AZ MK                           005 31 18.5
 HO0548
 HO0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG1094808331(NAD 83)
 HO0548
 HO0548|---------------------------------------------------------------------|
 HO0548| PID    Reference Object                     Distance      Geod. Az  |
 HO0548|                                                           dddmmss.s |
 HO0548| CH2812 BUCKSKIN AZ MK                                     0045500.8 |
 HO0548| CH2813 BUCKSKIN RM 1                         6.235 METERS 19513     |
 HO0548| CH2814 BUCKSKIN RM 2                         3.876 METERS 28558     |
 HO0548| HO0540 MOLLIES NIPPLE                      APPROX.17.7 KM 3443956.1 |
 HO0548|---------------------------------------------------------------------|
 HO0548
 HO0548                          SUPERSEDED SURVEY CONTROL
 HO0548
 HO0548  NAD 83(1992)-  37 07 01.52440(N)    112 00 08.54034(W) AD(       ) 3
 HO0548  NAD 83(1986)-  37 07 01.52213(N)    112 00 08.53904(W) AD(       ) 3
 HO0548  NAD 27      -  37 07 01.57900(N)    112 00 05.87600(W) AD(       ) 3
 HO0548  NGVD 29 (07/19/86) 1839.0    (m)         6033.     (f) VERT ANG       
 HO0548
 HO0548.Superseded values are not recommended for survey control.
 HO0548
 HO0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0548.See file dsdata.pdf to determine how the superseded data were derived.
 HO0548
 HO0548_MARKER: DS = TRIANGULATION STATION DISK
 HO0548_SETTING: 66 = SET IN ROCK OUTCROP
 HO0548_STAMPING: BUCKSKIN 1938
 HO0548_MARK LOGO: CGS
 HO0548_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0548+STABILITY: POSITION/ELEVATION WELL
 HO0548
 HO0548  HISTORY     - Date     Condition        Report By
 HO0548  HISTORY     - 1938     MONUMENTED       CGS
 HO0548  HISTORY     - 1953     GOOD             CGS
 HO0548  HISTORY     - 1972     GOOD             LAWPC
 HO0548
 HO0548                          STATION DESCRIPTION
 HO0548
 HO0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0548'STATION IS ON THE HIGHEST POINT OF THE BROAD MESA THAT LIES
 HO0548'BETWEEN THE PARIA RIVER AND BUCKSKIN GULCH.  IT IS ABOUT 30 MILES
 HO0548'ENE OF KANAB, 27 MILES W OF N OF HOUSE ROCK AND 8 MILES N OF THE
 HO0548'ARIZONA STATE LINE.  THE MESA SLOPES OFF GRADUALLY TO THE WEST
 HO0548'AND NORTH AND BREAKS OFF SHARP TO THE EAST AND SOUTHEAST.  IT IS
 HO0548'COVERED WITH SCRUB TREES.
 HO0548'
 HO0548'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 HO0548'SET IN BEDROCK.
 HO0548'
 HO0548'REACHED FROM ST. GEORGE AS FOLLOWS--GO EAST ON JOHNSON ROAD
 HO0548'8.25 MILES, THEN EAST ON R FORK, GRADED ROAD 7.3 MILES TO FORK,
 HO0548'SIGN IN TREE (PAHREAH RANCH-COLO. RIVER) TAKE R FORK (SE) 0.8
 HO0548'MILE, THEN R FORK 1.0 MILE, THEN L FORK (NE) 1.8 MILES, PASSING
 HO0548'THROUGH GATES TO SHACK ON LEFT, CONTINUE NE ON MAIN BLADED ROAD
 HO0548'2.7 MILES, TAKE LEFT FORK AND GO 1.7 MILES.  NEW ROAD COMES IN
 HO0548'ON LEFT, STRAIGHT AHEAD 3.1 MILES, TAKE RIGHT FORK 0.2 MILE,
 HO0548'THEN LEFT FORK AND GO 3.1 MILES TO LARGE WASH.  CROSS WASH AND
 HO0548'FOLLOW UP EAST BANK 1.65 MILES.  KEEP LEFT, STRAIGHT AHEAD
 HO0548'(RIGHT TO SHEEP SHEDS), 1.1 MILES TO CROSSROADS, STRAIGHT
 HO0548'AHEAD 0.25 MILE TO SIGN CCC, TAKE RIGHT FORK, GO 0.95 MILE TO
 HO0548'CCC ROAD JCT., CONTINUE STRAIGHT AHEAD 2.3 MILES (EARTH DAM
 HO0548'VISIBLE TO SOUTH) JUST AFTER CROSSING SMALL WASH, TURN RIGHT
 HO0548'ON TRACK ROAD AND GO 0.2 MILE TO DAM, CONTINUE S ON TRACK ROAD
 HO0548'0.5 MILE TO FORK JUST AFTER SWINGING ACROSS WASH, TAKE LEFT
 HO0548'FORK, BLADED ROAD S 1.1 MILES TO ROAD END.  FROM THIS POINT
 HO0548'THE STATION LIES S ABOUT 3-1/2 MILES.  TRUCK CAN BE DRIVEN
 HO0548'TO STATION BY PICKING WAY THROUGH BRUSH AND ROCKS AND
 HO0548'CIRCLING AROUND SEVERAL SMALL DRAWS.  STATION IS ON LAST OF
 HO0548'SEVERAL RIDGES, INCREASING SLIGHTLY IN ELEVATION TO THE
 HO0548'SOUTH.
 HO0548'
 HO0548'AZIMUTH MARK IS NORTH ABOUT 1/2 MILE, ACROSS SADDLE, ON NEXT POINT
 HO0548'OF RIDGE.
 HO0548
 HO0548                          STATION RECOVERY (1953)
 HO0548
 HO0548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 HO0548'THE STATION MARK, A STANDARD DISK STAMPED BUCKSKIN 1938 AND SET
 HO0548'IN A DRILL HOLE IN OUTCROPPING BEDROCK, WAS RECOVERED IN GOOD
 HO0548'CONDITION.  REFERENCE MARKS 1 AND 2, STANDARD DISKS STAMPED
 HO0548'BUCKSKIN NO 1 AND NO 2 1938, RESPECTIVELY, AND SET IN DRILL HOLES
 HO0548'IN OUTCROPPING BEDROCK, WERE RECOVERED IN GOOD CONDITION AND AS
 HO0548'DESCRIBED.  THE AZIMUTH MARK, A STANDARD DISK STAMPED BUCKSKIN
 HO0548'1938 AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, WAS
 HO0548'RECOVERED IN GOOD CONDITION.  IT WAS FOUND TO BE 0.3 MILE FROM
 HO0548'THE STATION, INSTEAD OF 1/2 MILE.  A CAIRN WAS BUILT 3 FEET EAST
 HO0548'OF THE AZIMUTH MARK AT THIS TIME.  THE ORIGINAL TO REACH IS NOW
 HO0548'OBSOLETE.  A NEW ONE IS GIVEN BELOW.
 HO0548'
 HO0548'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 136 AND U.S. HIGHWAY
 HO0548'89 IN KANAB, GO EAST ON STATE HIGHWAY 136 FOR 8.2 MILES TO A FORK
 HO0548'AND SIGN KING MANGANESE CORP.  TAKE THE RIGHT FORK AND FOLLOW
 HO0548'THE GRADED ROAD EAST FOR 8.0 MILES TO A FORK AND SIGN KING
 HO0548'MANGANESE CORP.  TAKE THE LEFT FORK AND FOLLOW THE GRADED ROAD
 HO0548'EAST FOR 12.2 MILES TO A FORK AND SIGN KING MANGANESE CORP.
 HO0548'TAKE THE RIGHT FORK AND FOLLOW THE GRADED ROAD EAST FOR 1.6
 HO0548'MILES TO A FORK.  TAKE THE RIGHT FORK, SOUTH, AND GO 0.2 MILE TO
 HO0548'A RESERVOIR.  FOLLOW THE ROAD ON THE WEST SIDE OF THE
 HO0548'RESERVOIR AND CONTINUE SOUTH FOR 0.5 MILE TO A FORK.  TAKE THE
 HO0548'LEFT FORK AND GO EASTERLY FOR 4.3 MILES TO A FORK AND SIGN DO
 HO0548'YOU THINK YOURE SAFE.  TAKE THE LEFT FORK AND FOLLOW THIS TRACK
 HO0548'ROAD NORTH FOR 0.7 MILE.  TURN RIGHT AND PICK WAY ACROSS COUNTRY
 HO0548'FOR 0.2 MILE TO THE HIGHEST POINT AND THE STATION.  A DRIVE
 HO0548'STATION.
 HO0548'
 HO0548'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN TO THE TRACK
 HO0548'ROAD, TURN RIGHT AND FOLLOW THE TRACK ROAD NORTH FOR 0.3 MILE.
 HO0548'TURN RIGHT AND PICK WAY EAST ACROSS COUNTRY FOR 0.1 MILE TO THE
 HO0548'CAIRN AND AZIMUTH MARK.
 HO0548'
 HO0548'THE STATION IS LOCATED ON THE HIGHEST POINT OF A BROAD, SCRUB TREE
 HO0548'COVERED MESA THAT LIES BETWEEN PARIA RIVER AND BUCKSKIN GULCH.
 HO0548'IT IS ASBOUT 30 MILE, AIR-LINE, EAST-NORTHEAST OF KANAB, 27 MILES,
 HO0548'AIR-LINE, NORTH-NORTHEAST OF HOUSE ROCK (NOT WEST OF NORTH AS
 HO0548'PREVIOUSLY DESCRIBED) AND 8 MILES, AIR-LINE, NORTH OF THE
 HO0548'ARIZONA-UTAH STATE LINE.
 HO0548
 HO0548                          STATION RECOVERY (1972)
 HO0548
 HO0548'RECOVERY NOTE BY LA WTR AND PWR COMM 1972 (MSB)
 HO0548'BUCKSKIN - 1938 - GOOD
 HO0548'
 HO0548'BUCKSKIN AZIMUTH 1938 - GOOD
 HO0548'
 HO0548'FOUND BY HELICOPTER
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0994 ***********************************************************************
 HN0994  DESIGNATION -  BULLFROG
 HN0994  PID         -  HN0994
 HN0994  STATE/COUNTY-  UT/KANE
 HN0994  COUNTRY     -  US
 HN0994  USGS QUAD   -  HALL MESA (2017)
 HN0994
 HN0994                         *CURRENT SURVEY CONTROL
 HN0994  ______________________________________________________________________
 HN0994* NAD 83(1994) POSITION- 37 30 10.56384(N) 110 45 09.07046(W)   ADJUSTED
 HN0994* NAVD 88 ORTHO HEIGHT -  1224.1   (meters)     4016.    (feet) VERTCON3
 HN0994  ______________________________________________________________________
 HN0994  GEOID HEIGHT    -        -22.379 (meters)                     GEOID18
 HN0994  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 HN0994  HORZ ORDER      -  SECOND
 HN0994
 HN0994.The horizontal coordinates were established by classical geodetic methods
 HN0994.and adjusted by the National Geodetic Survey in November 1997.
 HN0994
 HN0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0994
 HN0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0994.GEOID18 height accuracy estimate available here.
 HN0994
 HN0994.Click photographs - Photos may exist for this station.
 HN0994
 HN0994.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0994
 HN0994. The following values were computed from the NAD 83(1994) position.
 HN0994
 HN0994;                    North         East     Units Scale Factor Converg.
 HN0994;SPC UT S     - 3,093,075.646   566,090.571   MT  0.99996327   +0 27 28.7
 HN0994;SPC UT S     -10,147,865.68  1,857,248.82   sFT  0.99996327   +0 27 28.7
 HN0994;UTM  12      - 4,150,695.652   521,873.975   MT  0.99960589   +0 09 02.4
 HN0994
 HN0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0994!SPC UT S     -   0.99981146  x   0.99996327  =   0.99977473
 HN0994!UTM  12      -   0.99981146  x   0.99960589  =   0.99941742
 HN0994
 HN0994:                Primary Azimuth Mark                     Grid Az
 HN0994:SPC UT S     -  BULLFROG AZ MK                           326 57 01.6
 HN0994:UTM  12      -  BULLFROG AZ MK                           327 15 27.9
 HN0994
 HN0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2187350695(NAD 83)
 HN0994
 HN0994|---------------------------------------------------------------------|
 HN0994| PID    Reference Object                     Distance      Geod. Az  |
 HN0994|                                                           dddmmss.s |
 HN0994| CM6162 BULLFROG RM 1                         9.130 METERS 22128     |
 HN0994| CM6163 BULLFROG RM 2                        11.134 METERS 32607     |
 HN0994| CM6161 BULLFROG AZ MK                                     3272430.3 |
 HN0994|---------------------------------------------------------------------|
 HN0994
 HN0994                          SUPERSEDED SURVEY CONTROL
 HN0994
 HN0994  NAD 83(1986)-  37 30 10.55911(N)    110 45 09.07029(W) AD(       ) 2
 HN0994  NAD 27      -  37 30 10.59325(N)    110 45 06.55238(W) AD(       ) 2
 HN0994  NGVD 29 (07/19/86) 1223.1    (m)         4013.     (f) VERT ANG       
 HN0994
 HN0994.Superseded values are not recommended for survey control.
 HN0994
 HN0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0994.See file dsdata.pdf to determine how the superseded data were derived.
 HN0994
 HN0994_MARKER: DS = TRIANGULATION STATION DISK
 HN0994_SETTING: 80 = SET IN A BOULDER
 HN0994_STAMPING: BULLFROG 1936
 HN0994_MARK LOGO: CGS
 HN0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0994+STABILITY: SURFACE MOTION
 HN0994
 HN0994  HISTORY     - Date     Condition        Report By
 HN0994  HISTORY     - 1936     MONUMENTED       CGS
 HN0994  HISTORY     - 1959     GOOD             USGS
 HN0994  HISTORY     - 1963     GOOD             CGS
 HN0994
 HN0994                          STATION DESCRIPTION
 HN0994
 HN0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HN0994'ABOUT 2-1/2 MILES NORTH OF OLD HALLS CROSSING, 5-1/2 MILES
 HN0994'SOUTHEAST OF BAKERS RANCH, ABOUT 2 MILES NORTHWEST OF COLORADO
 HN0994'RIVER, ON NORTH END AND HIGHEST POINT OF FLAT-TOPPED
 HN0994'SAGEBRUSH-COVERED MESA (80 FEET FROM EAST EDGE, 30 FEET FROM
 HN0994'WEST EDGE, AND 36 FEET FROM NORTH EDGE) THAT HAS STEEP RED
 HN0994'ROCK WALLS ON ALL SIDES, BETWEEN HALL CREEK AND BULLFROG
 HN0994'CREEK.  TO REACH FROM BAKERS RANCH (WHICH IS APPROXIMATELY
 HN0994'60 MILES SOUTH OF NOTOM) ON HALL CREEK, GO DOWN CREEK FOR
 HN0994'ABOUT 1 HOURS TRAVEL ON HORSEBACK TO WHERE FENCE LINE MADE OF
 HN0994'POLES COMES INTO CREEK FROM EAST.  GO EAST ALONG FENCE LINE
 HN0994'ABOUT 200 YARDS TO GATE.  TURN SOUTH THROUGH GATE AND
 HN0994'CONTINUE STRAIGHT AHEAD ABOUT 400 YARDS TO TOP OF RED ROCK
 HN0994'MESA.  FROM HERE STATION SITE CAN BE SEEN IN MAGNETIC
 HN0994'BEARING, 108 DEG.  HEAD ACROSS COUNTRY TOWARD SADDLE
 HN0994'BETWEEN MESAS ON MAGNETIC BEARING 96 DEG FOR ABOUT 25
 HN0994'MINUTES TRAVEL TO DIVIDE BETWEEN TWO MESAS AND DIVIDE
 HN0994'BETWEEN HALL CREEK AND BULLFROG CREEK.  JUST BEFORE
 HN0994'REACHING DIVIDE, GENERAL LAND OFFICE MARK WILL BE FOUND
 HN0994'ON NORTH SIDE OF DIVIDE.  MARK PROJECTS ABOUT 1-1/2 FEET
 HN0994'AND IS STAMPED 1923, SEC. 12, SEC. 13.  FROM HERE HEAD
 HN0994'EASTERLY ALONG BASE OF RED ROCK HILL ON RIGHT FOR ABOUT 300
 HN0994'YARDS, CLIMB UP TO RIGHT TO SADDLE IN RED ROCK HILL, AND
 HN0994'THENCE SOUTHEASTERLY AND SOUTH UP HILL TO HIGHEST POINT ON
 HN0994'NORTH END OF MESA AND STATION SITE.  TRUCK MAY BE DRIVEN ABOUT
 HN0994'HALFWAY TO BAKERS RANCH.  MARKED BY STANDARD STATION DISK IN
 HN0994'BOULDER.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS
 HN0994'IN BOULDERS.  NO. 1 IS AT WEST EDGE OF MESA, 9.145
 HN0994'METERS (30.00 FEET) SOUTHWEST OF STATION.
 HN0994'NO. 2 IS AT NORTH EDGE OF MESA, 11.148 METERS (36.57
 HN0994'FEET) NORTHWEST OF STATION.
 HN0994'DISTANCE BETWEEN REFERENCE MARKS IS 52.83 FEET.  AZIMUTH MARK
 HN0994'IS STANDARD DISK IN BOULDER, ON CONE-SHAPED SAND
 HN0994'ROCK, APPROXIMATELY 0.3 MILES NORTHWEST OF STATION.
 HN0994
 HN0994                          STATION RECOVERY (1959)
 HN0994
 HN0994'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HN0994'RECOVERED IN GOOD CONDITION.
 HN0994'
 HN0994'STATION MARK--STANDARD DISK, STAMPED ---BULLFROG 1936---, CEMENTED
 HN0994'FLUSH IN A DRILL HOLE IN A 6 X 12 IN. BOULDER WHICH PROJECTS 6 IN.
 HN0994
 HN0994                          STATION RECOVERY (1963)
 HN0994
 HN0994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0994'THE STATION AND REFERENCE MARKS WERE RECOVERED AND IN GOOD
 HN0994'CONDITION.  A SLIGHT DIFFERENCE IN THE DIRECTION TO REFERENCE
 HN0994'MARK 1 WAS FOUND AND NOTED IN THE FIELD.  THE MEASUREMENTS
 HN0994'TO BOTH MARKS COMPARED FAVORABLY WITH THE ORIGINAL DATA.
 HN0994'THE AZIMUTH MARK DISK WAS FOUND LYING ON TOP OF THE ROCK
 HN0994'NEAR ITS ORIGINAL LOCATION AND THE SAND STONE HAD ERODED
 HN0994'AWAY.  IT WAS RESET NEAR ITS ORIGINAL LOCATION, HOWEVER IT
 HN0994'WAS NOT STAMPED RESET AND BEARS ONLY THE ORIGINAL STAMPING.
 HN0994'
 HN0994'THE STATION IS ABOUT 28 MILES SOUTHWEST OF THE HITE CROSSING
 HN0994'ON THE COLORADO RIVER AND ABOUT 18 MILES NORTH-NORTHEAST
 HN0994'OF THE HOLE-IN-THE-ROCK, ON THE NORTHWEST END OF A FLAT-TOPPED
 HN0994'MESA.
 HN0994'
 HN0994'TO REACH BY HELICOPTER FROM HOLE-IN-THE-ROCK, FLY NORTHEAST
 HN0994'ON A TRUE COURSE OF 31 DEGREES FOR ABOUT 20-1/2 MILES TO A
 HN0994'LANDING AT THE STATION.
 HN0994'
 HN0994'THE STATION MARK IS 32 FEET SOUTH OF THE NORTH EDGE
 HN0994'OF THE MESA AND 29 FEET NORTHEAST OF SOUTHWEST EDGE.  IT IS
 HN0994'A STANDARD DISK CEMENTED FLUSH IN A DRILL HOLE IN A
 HN0994'6 X 12-INCH BOULDER WHICH PROJECTS 6 INCHES AND IS STAMPED
 HN0994'BULLFROG 1936.
 HN0994'
 HN0994'REFERENCE MARK 1 IS ON THE WEST SLOPE OF THE MESA
 HN0994'ABOUT 1-1/2 FEET LOWER THAN THE STATION AND 10 INCHES NORTHEAST
 HN0994'OF THE SOUTHWEST EDGE.  IT IS A STANDARD DISK CEMENTED IN
 HN0994'A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH, AND IS STAMPED
 HN0994'BULLFROG NO 1 1936.
 HN0994'
 HN0994'REFERENCE MARK 2 IS ON THE NORTHWEST EDGE OF THE
 HN0994'MESA ABOUT 1-1/2 FEET LOWER THAN THE STATION AND 2 FEET
 HN0994'SOUTHEAST OF THE NORTHWEST EDGE.  IT IS A STANDARD DISK
 HN0994'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH, AND
 HN0994'IS STAMPED BULLFROG NO 2 1936.
 HN0994'
 HN0994'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN
 HN0994'A DRILL HOLE IN THE TOP OF A LARGE SANDSTONE OUTCROP AND STAMPED
 HN0994'BULLFROG 1936.  THIS IS ABOUT A 10-MINUTE PACK NORTHWEST FROM
 HN0994'THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0553 ***********************************************************************
 LP0553  DESIGNATION -  BUMPY
 LP0553  PID         -  LP0553
 LP0553  STATE/COUNTY-  UT/TOOELE
 LP0553  COUNTRY     -  US
 LP0553  USGS QUAD   -  GRANITE PEAK (2017)
 LP0553
 LP0553                         *CURRENT SURVEY CONTROL
 LP0553  ______________________________________________________________________
 LP0553* NAD 83(1994) POSITION- 40 10 56.09018(N) 113 21 40.47622(W)   ADJUSTED
 LP0553* NAVD 88 ORTHO HEIGHT -  1310.6   (meters)     4300.    (feet) VERTCON3
 LP0553  ______________________________________________________________________
 LP0553  GEOID HEIGHT    -        -18.890 (meters)                     GEOID18
 LP0553  LAPLACE CORR    -          2.17  (seconds)                    DEFLEC18
 LP0553  HORZ ORDER      -  FIRST
 LP0553
 LP0553.The horizontal coordinates were established by classical geodetic methods
 LP0553.and adjusted by the National Geodetic Survey in November 1997.
 LP0553
 LP0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0553
 LP0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0553.GEOID18 height accuracy estimate available here.
 LP0553
 LP0553.Click photographs - Photos may exist for this station.
 LP0553
 LP0553.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0553
 LP0553. The following values were computed from the NAD 83(1994) position.
 LP0553
 LP0553;                    North         East     Units Scale Factor Converg.
 LP0553;SPC UT C     - 2,206,914.668   341,509.167   MT  0.99991715   -1 11 32.2
 LP0553;SPC UT C     - 7,240,519.21  1,120,434.66   sFT  0.99991715   -1 11 32.2
 LP0553;UTM  12      - 4,450,658.744   298,972.190   MT  1.00009750   -1 31 26.5
 LP0553
 LP0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0553!SPC UT C     -   0.99979740  x   0.99991715  =   0.99971457
 LP0553!UTM  12      -   0.99979740  x   1.00009750  =   0.99989488
 LP0553
 LP0553:                Primary Azimuth Mark                     Grid Az
 LP0553:SPC UT C     -  LAKE                                     038 35 15.8
 LP0553:UTM  12      -  LAKE                                     038 55 10.1
 LP0553
 LP0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK9897250658(NAD 83)
 LP0553
 LP0553|---------------------------------------------------------------------|
 LP0553| PID    Reference Object                     Distance      Geod. Az  |
 LP0553|                                                           dddmmss.s |
 LP0553| LP0524 LAKE                                APPROX.16.7 KM 0372343.6 |
 LP0553| CM5244 BUMPY RM 2                           15.011 METERS 26905     |
 LP0553| CM5243 BUMPY RM 1                           12.648 METERS 35534     |
 LP0553|---------------------------------------------------------------------|
 LP0553
 LP0553                          SUPERSEDED SURVEY CONTROL
 LP0553
 LP0553  NAD 83(1986)-  40 10 56.08136(N)    113 21 40.46372(W) AD(       ) 1
 LP0553  NAD 27      -  40 10 56.30236(N)    113 21 37.52102(W) AD(       ) 1
 LP0553  NGVD 29 (07/19/86) 1309.6    (m)         4297.     (f) VERT ANG       
 LP0553
 LP0553.Superseded values are not recommended for survey control.
 LP0553
 LP0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0553.See file dsdata.pdf to determine how the superseded data were derived.
 LP0553
 LP0553_MARKER: DS = TRIANGULATION STATION DISK
 LP0553_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0553_STAMPING: BUMPY 1965
 LP0553_MARK LOGO: CGS
 LP0553_MAGNETIC: P = MARKER IS A STEEL PIPE
 LP0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0553
 LP0553  HISTORY     - Date     Condition        Report By
 LP0553  HISTORY     - 1965     MONUMENTED       CGS
 LP0553
 LP0553                          STATION DESCRIPTION
 LP0553
 LP0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0553'STATION IS LOCATED AIRLINE, ABOUT 28 MILES NORTHEAST OF CALLAO,
 LP0553'25 MILES EAST OF GOLD HILL, 16-1/2 MILES WEST OF DUGWAY
 LP0553'(BAKER AREA) AND 6 MILES NORTHWEST OF GRANITE PEAK.
 LP0553'
 LP0553'TO REACH THE STATION FROM DUGWAY (DOG AREA), GO WEST ON
 LP0553'STARK ROAD FOR 1.8 MILES TO A GUARD GATE AND FORK.  KEEP
 LP0553'THE LEFT FORK AND GO WESTERLY ON STARK ROAD FOR 18.3 MILES
 LP0553'TO A FORK.  KEEP THE RIGHT FORK AND CONTINUE WESTERLY ON A
 LP0553'GRAVEL ROAD FOR 0.65 MILE TO A CROSSROAD AND A SMALL METAL
 LP0553'BUILDING ON THE RIGHT.  CONTINUE WESTERLY ON THE GRAVEL ROAD
 LP0553'FOR 2.15 MILES.  TURN RIGHT AND GO CROSS COUNTRY IN A
 LP0553'NORTH-NORTHWEST DIRECTION FOR 2.1 MILES TO THE HIGHEST SANDY POINT
 LP0553'IN THE VICINITY AND THE STATION ABOUT 250 FEET SOUTH OF
 LP0553'THE HIGHEST POINT.
 LP0553'
 LP0553'STATION MARK IS A STANDARD DISK, STAMPED BUMPY 1965, BRAZED
 LP0553'TO THE TOP OF A 2-INCH CAST IRON SOIL PIPE WHICH PROJECTS
 LP0553'ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 9 FEET SOUTH
 LP0553'OF A METAL WITNESS POST.
 LP0553'
 LP0553'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUMPY NO 1 1965,
 LP0553'BRAZED TO THE TOP OF A 2-INCH CAST IRON SOIL PIPE WHICH
 LP0553'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 32.5
 LP0553'FEET SOUTH OF THE WITNESS POST.
 LP0553'
 LP0553'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUMPY NO 2 1965,
 LP0553'BRAZED TO THE TOP OF A 2-INCH CAST IRON SOIL PIPE WHICH
 LP0553'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 50
 LP0553'FEET NORTHWEST OF THE WITNESS POST.
 LP0553'
 LP0553'NOTE--DUGWAY, DOG AREA HAS BEEN CHANGED TO DITTO TECHNICAL
 LP0553'AREA.
 LP0553'
 LP0553'HEIGHT OF LIGHT ABOVE STATION MARK 4.1 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0569 ***********************************************************************
 HO0569  DESIGNATION -  BUNTING
 HO0569  PID         -  HO0569
 HO0569  STATE/COUNTY-  UT/KANE
 HO0569  COUNTRY     -  US
 HO0569  USGS QUAD   -  KANAB (2017)
 HO0569
 HO0569                         *CURRENT SURVEY CONTROL
 HO0569  ______________________________________________________________________
 HO0569* NAD 83(1994) POSITION- 37 01 21.44556(N) 112 35 40.08345(W)   ADJUSTED
 HO0569* NAVD 88 ORTHO HEIGHT -  1952.4   (meters)     6405.    (feet) VERTCON3
 HO0569  ______________________________________________________________________
 HO0569  GEOID HEIGHT    -        -22.061 (meters)                     GEOID18
 HO0569  LAPLACE CORR    -          4.13  (seconds)                    DEFLEC18
 HO0569  HORZ ORDER      -  THIRD
 HO0569
 HO0569.The horizontal coordinates were established by classical geodetic methods
 HO0569.and adjusted by the National Geodetic Survey in November 1997.
 HO0569
 HO0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0569
 HO0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0569.GEOID18 height accuracy estimate available here.
 HO0569
 HO0569.Click photographs - Photos may exist for this station.
 HO0569
 HO0569.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0569
 HO0569. The following values were computed from the NAD 83(1994) position.
 HO0569
 HO0569;                    North         East     Units Scale Factor Converg.
 HO0569;SPC UT S     - 3,040,075.579   402,606.910   MT  1.00003893   -0 40 14.0
 HO0569;SPC UT S     - 9,973,981.30  1,320,886.17   sFT  1.00003893   -0 40 14.0
 HO0569;UTM  12      - 4,098,570.588   358,167.504   MT  0.99984782   -0 57 36.9
 HO0569
 HO0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0569!SPC UT S     -   0.99969715  x   1.00003893  =   0.99973607
 HO0569!UTM  12      -   0.99969715  x   0.99984782  =   0.99954502
 HO0569
 HO0569:                Primary Azimuth Mark                     Grid Az
 HO0569:SPC UT S     -  MOQUITCH                                 254 06 57.6
 HO0569:UTM  12      -  MOQUITCH                                 254 24 20.5
 HO0569
 HO0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF5816798570(NAD 83)
 HO0569
 HO0569|---------------------------------------------------------------------|
 HO0569| PID    Reference Object                     Distance      Geod. Az  |
 HO0569|                                                           dddmmss.s |
 HO0569| GQ0329 MOQUITCH                            APPROX. 9.5 KM 2532643.6 |
 HO0569|---------------------------------------------------------------------|
 HO0569
 HO0569                          SUPERSEDED SURVEY CONTROL
 HO0569
 HO0569  NAD 83(1992)-  37 01 21.44481(N)    112 35 40.08443(W) AD(       ) 3
 HO0569  NAD 83(1986)-  37 01 21.44307(N)    112 35 40.08187(W) AD(       ) 3
 HO0569  NAD 27      -  37 01 21.50057(N)    112 35 37.35050(W) AD(       ) 3
 HO0569  NGVD 29 (07/19/86) 1951.5    (m)         6403.     (f) VERT ANG       
 HO0569
 HO0569.Superseded values are not recommended for survey control.
 HO0569
 HO0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0569.See file dsdata.pdf to determine how the superseded data were derived.
 HO0569
 HO0569_MARKER: DD = SURVEY DISK
 HO0569_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HO0569_STAMPING: BUNTING 1954
 HO0569_MARK LOGO: USGS
 HO0569_PROJECTION: PROJECTING 9 CENTIMETERS
 HO0569_MAGNETIC: P = MARKER IS A STEEL PIPE
 HO0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0569+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2021
 HO0569
 HO0569  HISTORY     - Date     Condition        Report By
 HO0569  HISTORY     - 1954     MONUMENTED       USGS
 HO0569  HISTORY     - 20211030 GOOD             INDIV
 HO0569
 HO0569                          STATION DESCRIPTION
 HO0569
 HO0569'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HO0569'LOCATED ABOUT 4.5 MI. SW. OF KANAB UTAH, 6.0 MI. NW. OF FREDONIA,
 HO0569'ARIZONA, ON TOP OF FIRST HIGH MESA W. OF U.S. HIGHWAY 89, 0.2 MI. N.
 HO0569'OF SOUTHERNMOST POINT OF MESA, ON A LOW SAND HILL BETWEEN TWO SHALLOW
 HO0569'DRAINS ON WESTERN EDGE OF MESA ON HIGHEST POINT OF TOP, 27 FT. NE. OF
 HO0569'SMALL PINON TREE.
 HO0569'
 HO0569'STATION WAS REACHED BY HELICOPTER.  DIRECTIONS WERE OBTAINED LOCALLY
 HO0569'FOR CLIMBING MESA ON FOOT.
 HO0569'
 HO0569'STATION MARK - STANDARD TABLET STAMPED ---BUNTING 1954--- BRAZED TO
 HO0569'IRON PIPE 0.3 FT. ABOVE GROUND.
 HO0569'
 HO0569'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON 3
 HO0569'IN. PINON TREE, 1.8 FT. ABOVE GROUND 26.98 FT. FROM STATION MARK,
 HO0569'S 34 DEG 57 MIN W.
 HO0569'
 HO0569'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON
 HO0569'PINE STUMP, ABOVE GROUND, 43.69 FT. FROM STATION MARK,
 HO0569'N 15 DEG 37 MIN W.
 HO0569
 HO0569                          STATION RECOVERY (2021)
 HO0569
 HO0569'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 HO0569'THE STATION CAN BE REACHED BY FOOT AS FOLLOWS.  START AT THE BUNTING
 HO0569'TRAILHEAD IN SW KANAB UTAH.  FOLLOW THE BUNTING TRAIL UP TO THE TOP OF
 HO0569'THE MESA, THEN HIKE ACROSS THE MESA IN A WEST-SOUTHWEST DIRECTION TO
 HO0569'THE STATION.  THIS IS A 7.25 MI (11.67 KM) ROUND TRIP HIKE.
 HO0569'
 HO0569'REFERENCE MARKS WERE NOT FOUND.  THE TREE IN WHICH REFERENCE MARK NO.
 HO0569'1 WAS LOCATED IS NOW A 10 INCH (25 CM) DIAMETER TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0592 ***********************************************************************
 JO0592  DESIGNATION -  BURBANK
 JO0592  PID         -  JO0592
 JO0592  STATE/COUNTY-  UT/MILLARD
 JO0592  COUNTRY     -  US
 JO0592  USGS QUAD   -  TUNNEL SPRING (2017)
 JO0592
 JO0592                         *CURRENT SURVEY CONTROL
 JO0592  ______________________________________________________________________
 JO0592* NAD 83(1994) POSITION- 38 43 26.95423(N) 113 52 20.98783(W)   ADJUSTED
 JO0592* NAVD 88 ORTHO HEIGHT -  1801.0   (meters)     5909.    (feet) VERTCON3
 JO0592  ______________________________________________________________________
 JO0592  GEOID HEIGHT    -        -20.776 (meters)                     GEOID18
 JO0592  LAPLACE CORR    -          1.16  (seconds)                    DEFLEC18
 JO0592  HORZ ORDER      -  THIRD
 JO0592
 JO0592.The horizontal coordinates were established by classical geodetic methods
 JO0592.and adjusted by the National Geodetic Survey in November 1997.
 JO0592
 JO0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0592
 JO0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0592.GEOID18 height accuracy estimate available here.
 JO0592
 JO0592.Click photographs - Photos may exist for this station.
 JO0592
 JO0592.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0592
 JO0592. The following values were computed from the NAD 83(1994) position.
 JO0592
 JO0592;                    North         East     Units Scale Factor Converg.
 JO0592;SPC UT C     - 2,046,126.828   293,690.195   MT  1.00008501   -1 31 11.2
 JO0592;SPC UT C     - 6,713,001.10    963,548.58   sFT  1.00008501   -1 31 11.2
 JO0592;UTM  12      - 4,290,084.167   250,279.620   MT  1.00036799   -1 47 52.4
 JO0592
 JO0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0592!SPC UT C     -   0.99972076  x   1.00008501  =   0.99980575
 JO0592!UTM  12      -   0.99972076  x   1.00036799  =   1.00008865
 JO0592
 JO0592:                Primary Azimuth Mark                     Grid Az
 JO0592:SPC UT C     -  DESERT                                   072 43 56.9
 JO0592:UTM  12      -  DESERT                                   073 00 38.1
 JO0592
 JO0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH5027990084(NAD 83)
 JO0592
 JO0592|---------------------------------------------------------------------|
 JO0592| PID    Reference Object                     Distance      Geod. Az  |
 JO0592|                                                           dddmmss.s |
 JO0592| JO0597 DESERT                              APPROX. 9.9 KM 0711245.7 |
 JO0592|---------------------------------------------------------------------|
 JO0592
 JO0592                          SUPERSEDED SURVEY CONTROL
 JO0592
 JO0592  NAD 83(1986)-  38 43 26.94779(N)    113 52 20.98258(W) AD(       ) 3
 JO0592  NAD 27      -  38 43 27.11494(N)    113 52 18.05012(W) AD(       ) 3
 JO0592  NGVD 29 (07/19/86) 1799.8    (m)         5905.     (f) VERT ANG       
 JO0592
 JO0592.Superseded values are not recommended for survey control.
 JO0592
 JO0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0592.See file dsdata.pdf to determine how the superseded data were derived.
 JO0592
 JO0592_MARKER: DD = SURVEY DISK
 JO0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0592_STAMPING: BURBANK 1958
 JO0592_MARK LOGO: USGS
 JO0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0592+STABILITY: SURFACE MOTION
 JO0592
 JO0592  HISTORY     - Date     Condition        Report By
 JO0592  HISTORY     - 1958     MONUMENTED       USGS
 JO0592
 JO0592                          STATION DESCRIPTION
 JO0592
 JO0592'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JO0592'LOCATED ABOUT 52.0 MI. NW. OF MILFORD, 13.0 MI. SE. OF GARRISON, AND
 JO0592'2.7 MI. NE. OF STATE HIGHWAY 21, NEAR THE MIDDLE OF ANTELOPE VALLEY.
 JO0592'
 JO0592'TO REACH FROM VICINITY OF GARRISON STORE AND POST OFFICE, DRIVE S. ON
 JO0592'STATE HIGHWAY 21 ABOUT 17.0 MI. TO CATTLEGUARD ACROSS THE HIGHWAY AT
 JO0592'---THE GAP---, CONTINUE SE. ON HIGHWAY 1.1 MI., TURN LEFT (N.) FOR
 JO0592'1.0 MI. TO GATE IN E-W. FENCE LINE, PASS THROUGH GATE AND CONTINUE N.
 JO0592'FOR 0.2 MI. TO AN E-W. DRAIN, PROCEED ACROSS DRAIN (N.) FOR 0.1 MI.,
 JO0592'TAKE RIGHT FORK IMMEDIATELY PAST SMALL EARTH RESERVOIR DAM AND GO E.
 JO0592'ON TRACK RD. 1.0 MI., TAKE LEFT FORK (NE.) ON TRACK RD. 0.9 MI., TURN
 JO0592'LEFT (NW.) CROSS-COUNTRY 0.5 MI. (TOWARDS MT. WHEELER IN DISTANCE) AND
 JO0592'STATION.
 JO0592'
 JO0592'STATION MARK--STANDARD USGS TABLET, STAMPED ---BURBANK 1958---, SET
 JO0592'IN CONCRETE POST PROJECTING 0.4 FT. ABOVE GROUND.
 JO0592'
 JO0592'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET, STAMPED
 JO0592'---NO 1 1958---, SET IN CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND.
 JO0592'
 JO0592'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET, STAMPED
 JO0592'---NO 2 1958---, SET IN CONCRETE POST PROJECTING 0.4 FT. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0624 ***********************************************************************
 HO0624  DESIGNATION -  BURGER
 HO0624  PID         -  HO0624
 HO0624  STATE/COUNTY-  UT/WASHINGTON
 HO0624  COUNTRY     -  US
 HO0624  USGS QUAD   -  SADDLE MOUNTAIN (2017)
 HO0624
 HO0624                         *CURRENT SURVEY CONTROL
 HO0624  ______________________________________________________________________
 HO0624* NAD 83(1994) POSITION- 37 19 31.78645(N) 113 30 04.31583(W)   ADJUSTED
 HO0624* NAVD 88 ORTHO HEIGHT -  3148.3   (meters)    10329.    (feet) VERTCON3
 HO0624  ______________________________________________________________________
 HO0624  GEOID HEIGHT    -        -23.058 (meters)                     GEOID18
 HO0624  LAPLACE CORR    -         18.94  (seconds)                    DEFLEC18
 HO0624  HORZ ORDER      -  FIRST
 HO0624
 HO0624.The horizontal coordinates were established by classical geodetic methods
 HO0624.and adjusted by the National Geodetic Survey in November 1997.
 HO0624
 HO0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0624
 HO0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0624.GEOID18 height accuracy estimate available here.
 HO0624
 HO0624.Click photographs - Photos may exist for this station.
 HO0624
 HO0624.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0624
 HO0624. The following values were computed from the NAD 83(1994) position.
 HO0624
 HO0624;                    North         East     Units Scale Factor Converg.
 HO0624;SPC UT S     - 3,075,016.703   322,648.653   MT  0.99998312   -1 13 34.0
 HO0624;SPC UT S     -10,088,617.30  1,058,556.46   sFT  0.99998312   -1 13 34.0
 HO0624;UTM  12      - 4,133,915.767   278,386.584   MT  1.00020502   -1 31 01.9
 HO0624
 HO0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0624!SPC UT S     -   0.99950980  x   0.99998312  =   0.99949293
 HO0624!UTM  12      -   0.99950980  x   1.00020502  =   0.99971472
 HO0624
 HO0624:                Primary Azimuth Mark                     Grid Az
 HO0624:SPC UT S     -  BURGER AZ MK                             214 41 21.1
 HO0624:UTM  12      -  BURGER AZ MK                             214 58 49.0
 HO0624
 HO0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG7838633915(NAD 83)
 HO0624
 HO0624|---------------------------------------------------------------------|
 HO0624| PID    Reference Object                     Distance      Geod. Az  |
 HO0624|                                                           dddmmss.s |
 HO0624| CH2824 BURGER RM 1                           8.452 METERS 09133     |
 HO0624| GQ0422 MOUNT BANGS                         APPROX.67.0 KM 2080659.5 |
 HO0624| CH2823 BURGER AZ MK                                       2132747.1 |
 HO0624| GR1818 WEST VIRGIN PEAK                    APPROX.96.9 KM 2142020.1 |
 HO0624| CH2825 BURGER RM 2                          10.609 METERS 24856     |
 HO0624|---------------------------------------------------------------------|
 HO0624
 HO0624                          SUPERSEDED SURVEY CONTROL
 HO0624
 HO0624  NAD 83(1992)-  37 19 31.78288(N)    113 30 04.31474(W) AD(       ) 1
 HO0624  NAD 83(1986)-  37 19 31.78156(N)    113 30 04.31408(W) AD(       ) 1
 HO0624  NAD 27      -  37 19 31.85200(N)    113 30 01.48000(W) AD(       ) 1
 HO0624  NGVD 29 (07/19/86) 3147.0    (m)        10325.     (f) VERT ANG       
 HO0624
 HO0624.Superseded values are not recommended for survey control.
 HO0624
 HO0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0624.See file dsdata.pdf to determine how the superseded data were derived.
 HO0624
 HO0624_MARKER: DS = TRIANGULATION STATION DISK
 HO0624_SETTING: 66 = SET IN ROCK OUTCROP
 HO0624_STAMPING: BURGER 1925
 HO0624_MARK LOGO: CGS
 HO0624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0624+STABILITY: POSITION/ELEVATION WELL
 HO0624
 HO0624  HISTORY     - Date     Condition        Report By
 HO0624  HISTORY     - 1925     MONUMENTED       CGS
 HO0624  HISTORY     - 1938     GOOD             CGS
 HO0624  HISTORY     - 20170729 GOOD             GEOCAC
 HO0624
 HO0624                          STATION DESCRIPTION
 HO0624
 HO0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (WM)
 HO0624'ABOUT 18 MILES NORTH OF ST. GEORGE AND 9 MILES BY TRAIL SOUTHEAST
 HO0624'FROM PINE VALLEY, ON ONE OF THE HIGHEST PEAKS ON THE SOUTHERN
 HO0624'END OF THE PINE VALLEY MOUNTAINS.  STATION IS BEST REACHED BY
 HO0624'FOREST SERVICE TRAIL UP FORSYTHE CANYON.  AFTER REACHING THE
 HO0624'SUMMIT WHERE THE TRAIL BECOMES LEVEL, BEAR TO THE LEFT TO THE
 HO0624'SUMMIT OF A ROCKY PEAK.  THE STATION IS ON THE HIGHEST POINT ON
 HO0624'A SMALL, STEEP, ROCK KNOB.  STATION IS MARKED BY A STANDARD
 HO0624'DISK STATION MARK SET IN SOLID ROCK.  A STANDARD DISK
 HO0624'REFERENCE MARK, WITH THE ARROW POINTING DIRECTLY AWAY FROM THE
 HO0624'STATION, IS 8.463 METERS (27.76 FEET) FROM THE STATION.
 HO0624
 HO0624                          STATION RECOVERY (1938)
 HO0624
 HO0624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0624'STATION IS ABOUT 16 MILES NORTH OF ST. GEORGE, UTAH AND ABOUT
 HO0624'5 MILES SOUTH-SOUTHEAST OF PINE VALLEY, UTAH, ON ONE OF THE
 HO0624'HIGHEST PEAKS ON THE SOUTHERN END OF THE PINE VALLEY MOUNTAINS.
 HO0624'STATION MARK IS A STANDARD DISK ON THE HIGHEST POINT
 HO0624'OF A SMALL POINT OF A SMALL STEEP, ROCKY KNOB.  REFERENCE
 HO0624'MARK NO. 1 ESTABLISHED IN 1925 IS EAST OF AND
 HO0624'ABOUT 2 FEET LOWER IN ELEVATION.  THE ARROW POINTS DIRECTLY
 HO0624'AWAY FROM THE STATION.  REFERENCE MARK NO. 2 IS
 HO0624'WEST-SOUTHWEST OF AND AT THE SAME ELEVATION AS THE STATION.
 HO0624'AZIMUTH MARK IS ABOUT 100 YARDS SOUTHWEST OF THE
 HO0624'STATION ON A STEEP OUTCROPPING ROCK.  IT IS ABOUT 5 FEET
 HO0624'LOWER THAN THE STATION.
 HO0624'
 HO0624'THE STATION IS REACHED FROM ST. GEORGE, UTAH, BY GOING EAST
 HO0624'ON U.S. HIGHWAY 91 FOR 1.65 MILES TO A ROAD LEADING TO THE
 HO0624'LEFT AT SIGN (VEYO).  THENCE TURN LEFT ON THE VEYO ROAD AND
 HO0624'FOLLOW THE MAIN TRAVELED ROAD FOR 13.45 MILES TO A FORK WITH
 HO0624'AN EXTINCT VOLCANO CRATER ABOUT 300 METERS TO THE LEFT.  HERE
 HO0624'LEAVE THE MAIN TRAVELED ROAD AND TAKE THE RIGHT FORK AND
 HO0624'GO 3.4 MILES TO A GATE.  THENCE GO THRU THE GATE AND CONTINUE
 HO0624'ON FOR 3.5 MILES TO A FORK.  THENCE TAKE LEFT FORK AND GO 0.9
 HO0624'MILE TO A RANCH HOUSE OWNED BY SHERMAN LAMB IN 1938 AND THE
 HO0624'END OF THE TRUCK TRAVEL.  FROM HERE A TRAIL LEADS SOUTHEAST
 HO0624'FOR ABOUT 1.0 MILE AND THEN TURN LEFT UP A CANYON.  THIS
 HO0624'TRAIL GOES UP CANYON AND OVER A SADDLE CONTINUING FOR
 HO0624'ABOUT 2.5 MILES NORTHEAST TO THE NORTH SLOPE OF THE MOUNTAIN.
 HO0624'FROM HERE A TRAIL BRANCHES BACK TO THE SOUTH GOING AROUND THE
 HO0624'WEST SLOPE FOR ABOUT 1.5 MILES COMING OUT ON TOP NEAR THE
 HO0624'STATION SITE.
 HO0624'
 HO0624'THE DISTANCE MEASURED TO REFERENCE MARK NO. 1 IN 1938 DIFFERED
 HO0624'BY 0.011 METER FROM THE DISTANCE MEASURED IN 1925.  THE
 HO0624'LATER MEASUREMENT IS CORRECT.  ALL STATIONS WERE VISIBLE FROM
 HO0624'A FOUR FOOT STAND.
 HO0624
 HO0624                          STATION RECOVERY (2017)
 HO0624
 HO0624'RECOVERY NOTE BY GEOCACHING 2017 (DG)
 HO0624'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0483 ***********************************************************************
 LP0483  DESIGNATION -  BURMESTER
 LP0483  PID         -  LP0483
 LP0483  STATE/COUNTY-  UT/TOOELE
 LP0483  COUNTRY     -  US
 LP0483  USGS QUAD   -  FLUX (2017)
 LP0483
 LP0483                         *CURRENT SURVEY CONTROL
 LP0483  ______________________________________________________________________
 LP0483* NAD 83(1994) POSITION- 40 44 48.22207(N) 112 31 02.81925(W)   ADJUSTED
 LP0483* NAVD 88 ORTHO HEIGHT -  1286.5   (meters)     4221.    (feet) VERTCON3
 LP0483  ______________________________________________________________________
 LP0483  GEOID HEIGHT    -        -17.501 (meters)                     GEOID18
 LP0483  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 LP0483  HORZ ORDER      -  FIRST
 LP0483
 LP0483.The horizontal coordinates were established by classical geodetic methods
 LP0483.and adjusted by the National Geodetic Survey in November 1997.
 LP0483
 LP0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0483
 LP0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0483.GEOID18 height accuracy estimate available here.
 LP0483
 LP0483.Click photographs - Photos may exist for this station.
 LP0483
 LP0483.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0483
 LP0483. The following values were computed from the NAD 83(1994) position.
 LP0483
 LP0483;                    North         East     Units Scale Factor Converg.
 LP0483;SPC UT C     - 2,268,434.020   414,069.494   MT  1.00002551   -0 39 06.3
 LP0483;SPC UT C     - 7,442,353.95  1,358,493.00   sFT  1.00002551   -0 39 06.3
 LP0483;UTM  12      - 4,511,749.571   371,890.638   MT  0.99980201   -0 59 26.2
 LP0483
 LP0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0483!SPC UT C     -   0.99980098  x   1.00002551  =   0.99982648
 LP0483!UTM  12      -   0.99980098  x   0.99980201  =   0.99960303
 LP0483
 LP0483:                Primary Azimuth Mark                     Grid Az
 LP0483:SPC UT C     -  BURMESTER AZ MK RESET                    335 11 34.3
 LP0483:UTM  12      -  BURMESTER AZ MK RESET                    335 31 54.2
 LP0483
 LP0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL7189011749(NAD 83)
 LP0483
 LP0483|---------------------------------------------------------------------|
 LP0483| PID    Reference Object                     Distance      Geod. Az  |
 LP0483|                                                           dddmmss.s |
 LP0483| CM5250 BURMESTER RM 1                        5.273 METERS 20340     |
 LP0483| CM5248 BURMESTER AZ MK                                    2385057.2 |
 LP0483| LP0498 CEDAR MTN ATT MICROWAVE             APPROX.31.9 KM 2804347.1 |
 LP0483| CM5251 BURMESTER RM 2                        6.201 METERS 29806     |
 LP0483| CM5249 BURMESTER AZ MK RESET                              3343228.0 |
 LP0483|---------------------------------------------------------------------|
 LP0483
 LP0483                          SUPERSEDED SURVEY CONTROL
 LP0483
 LP0483  NAD 83(1986)-  40 44 48.21092(N)    112 31 02.81013(W) AD(       ) 1
 LP0483  NAD 27      -  40 44 48.42361(N)    112 30 59.95934(W) AD(       ) 1
 LP0483  NGVD 29 (07/19/86) 1285.5    (m)         4218.     (f) VERT ANG       
 LP0483
 LP0483.Superseded values are not recommended for survey control.
 LP0483
 LP0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0483.See file dsdata.pdf to determine how the superseded data were derived.
 LP0483
 LP0483_MARKER: DS = TRIANGULATION STATION DISK
 LP0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0483_STAMPING: BURMESTER 1938
 LP0483_MARK LOGO: CGS
 LP0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0483+STABILITY: SURFACE MOTION
 LP0483
 LP0483  HISTORY     - Date     Condition        Report By
 LP0483  HISTORY     - 1938     MONUMENTED       CGS
 LP0483  HISTORY     - 1955     GOOD             USGS
 LP0483  HISTORY     - 1963     GOOD             CGS
 LP0483  HISTORY     - 1966     GOOD             USGS
 LP0483  HISTORY     - 1974     GOOD             NGS
 LP0483
 LP0483                          STATION DESCRIPTION
 LP0483
 LP0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 LP0483'STATION IS LOCATED NEAR THE SOUTHWEST SHORE OF THE GREAT SALT
 LP0483'LAKE ON AN OBLONG SAGE AND SALTWATER CEDAR COVERED RIDGE.
 LP0483'THIS RIDGE RUNS EAST AND WEST AND IS SLIGHTLY HIGHER THAN
 LP0483'SURROUNDING TERRITORY.  IT IS ABOUT 10.5 MILES AIRLINE
 LP0483'NORTH-NORTHWEST OF GRANTSVILLE, ABOUT 5-1/2 MILES NORTHWEST
 LP0483'OF BURMESTER AND ABOUT 9 MILES EAST-NORTHEAST OF TEMPLE.
 LP0483'
 LP0483'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 LP0483'DISKS SET IN CONCRETE AS DESCRIBED.
 LP0483'
 LP0483'REACHED FROM THE POST OFFICE IN GRANTSVILLE BY GOING WEST
 LP0483'AND NORTHWEST ON U.S. HIGHWAY 40 AND 50 FOR 7.45 MILES TO A
 LP0483'BLADED ROAD LEADING RIGHT, NORTH, OPPOSITE A ROCK QUARRY ON
 LP0483'THE LEFT AND ABOUT 0.2 MILE SOUTH OF A RAILROAD TRACK.  TURN
 LP0483'RIGHT ON BLADED ROAD AND GO 2.8 MILES TO THE MAIN LINE OF THE
 LP0483'WESTERN PACIFIC R.R.  THENCE CROSS TRACK AND CONTINUE SOUTH
 LP0483'2.3 MILES TO THE SOUTH EDGE OF THE THIRD SALT FLAT.  FROM HERE
 LP0483'THE STATION IS ABOUT 1/4 MILE BEARING 62 DEG MAGNETIC.  TURN
 LP0483'RIGHT ALONG EDGE OF SALT FLAT 0.15 MILE.  THENCE SHARP LEFT,
 LP0483'ACROSS NARROW SPIT TO OPPOSITE RIDGE AND STATION.
 LP0483'
 LP0483'THE AZIMUTH MARK IS JUST TO THE LEFT, WEST, OF BLADED ROAD AND
 LP0483'ABOUT 0.15 MILE SOUTH OF SOUTH SIDE OF THIRD SALT FLAT MENTIONED
 LP0483'ABOVE.
 LP0483'
 LP0483'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 LP0483
 LP0483                          STATION RECOVERY (1955)
 LP0483
 LP0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LP0483'RECOVERED.
 LP0483'
 LP0483'STATION MARK--STANDARD DISK, STAMPED ---BURMESTER 1938---, SET IN
 LP0483'THE TOP OF A 4 IN. CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 IN.
 LP0483
 LP0483                          STATION RECOVERY (1963)
 LP0483
 LP0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 LP0483'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 LP0483'THE AZIMUTH MARK WAS NOT FOUND.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 LP0483'
 LP0483'AZIMUTH MARK IS A STANDARD DISK, STAMPED BURMESTER 1938 RESET
 LP0483'1963, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 LP0483'3 INCHES.  IT IS 74 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 LP0483'GRAVELED ROAD, 22 FEET NORTHEAST OF THE NORTHEAST EDGE OF
 LP0483'THE SALT FLAT AND 3 FEET EAST OF A METAL WITNESS POST.  TO
 LP0483'REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG THE
 LP0483'SOUTH EDGE OF THE SALT FLAT FOR 0.15 MILE TO A NORTH-SOUTH
 LP0483'GRAVELED ROAD, TURN RIGHT, NORTH, FOR 0.5 MILE TO THE AZIMUTH
 LP0483'MARK ON THE RIGHT.
 LP0483
 LP0483                          STATION RECOVERY (1966)
 LP0483
 LP0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LP0483'STATION FOUND IN GOOD CONDITION.  THE OLD DESCRIPTION IS
 LP0483'ADEQUATE.
 LP0483
 LP0483                          STATION RECOVERY (1974)
 LP0483
 LP0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LP0483'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 LP0483'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  DUE TO ROAD
 LP0483'CHANGES FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LP0483'
 LP0483'STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHWEST OF GRANTSVILLE,
 LP0483'5-1/2 MILES NORTHWEST OF BURMESTER, 9 MILES NORTHEAST OF TEMPIE,
 LP0483'1/4 MILE EAST OF A NORTH-SOUTH GRAVEL ROAD AND ON THE SUMMIT OF
 LP0483'A LOW, EAST-SOUTHEAST-WEST-NORTHWEST SAND COVERED RIDGE.
 LP0483'
 LP0483'TO REACH FROM THE POST OFFICE IN GRANTSVILLE, GO WEST AND
 LP0483'NORTHWEST ON STATE HIGHWAY 138 FOR 7.55 MILES TO WHERE THE
 LP0483'HIGHWAY CURVES, CONTINUE NORTH ON THE HIGHWAY FOR 2.75 MILES TO
 LP0483'AN OVERPASS AND INTERSTATE HIGHWAY 80.  CONTINUE NORTH ON A PAVED
 LP0483'ROAD FOR 0.2 MILE TO A T-ROAD.  TURN LEFT AND GO WEST AND NORTH
 LP0483'ON THE ROAD FOR 0.3 MILE TO A RAILROAD CROSSING.  CONTINUE NORTH
 LP0483'ON THE ROAD FOR 2.4 MILES TO A TRACK ROAD ON THE RIGHT.  (TO
 LP0483'REACH THE AZIMUTH MARK, CONTINUE NORTH ON THE ROAD (CAUSEWAY) FOR
 LP0483'0.5 MILE TO THE MARK ON THE RIGHT.) TURN RIGHT AND GO EAST
 LP0483'AND NORTH ON THE TRACK ROAD FOR 0.25 MILE TO THE SUMMIT OF A LOW
 LP0483'RIDGE AND THE STATION ON THE LEFT.
 LP0483'
 LP0483'STATION MARK IS A STANDARD DISK, STAMPED BURMESTER 1938, SET IN
 LP0483'THE TOP OF A 4-INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 LP0483'INCHES.  IT IS 64.0 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 LP0483'A TRACK ROAD AND 4.4 FEET SOUTH OF A METAL WITNESS POST.
 LP0483'
 LP0483'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BURMESTER NO 1 1938,
 LP0483'SET IN THE TOP OF A 4-INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT
 LP0483'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 57 FEET WEST OF THE ROAD
 LP0483'AND 21.4 FEET SOUTH OF THE WITNESS POST.
 LP0483'
 LP0483'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BURMESTER NO 2
 LP0483'1938, SET IN THE TOP OF A 4-INCH CONCRETE MONUMENT WHICH PROJECTS
 LP0483'ABOUT 2 INCHES.  IT IS 83 FEET NORTHWEST OF THE ROAD AND 18.4 FEET
 LP0483'WEST OF THE WITNESS POST.
 LP0483'
 LP0483'AZIMUTH MARK IS A STANDARD DISK, STAMPED BURMESTER 1938 RESET
 LP0483'1963, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 LP0483'PROJECTS 6 INCHES.  IT IS 74 FEET EAST OF THE APPROXIMATE CENTER
 LP0483'OF A GRAVEL ROAD, 8 FEET NORTH OF THE NORTHERN EDGE OF A BRUSH
 LP0483'LINE AND 2.3 FEET NORTHEAST OF A METAL WITNESS POST WITHOUT SIGN.
 LP0483'
 LP0483'HEIGHT OF LIGHT ABOVE STATION MARK 4.6 FEET.
 LP0483'
 LP0483'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LP0483'9-1/2 MILES NORTH-NORTHWEST OF GRANTSVILLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0532 ***********************************************************************
 JO0532  DESIGNATION -  BURNT
 JO0532  PID         -  JO0532
 JO0532  STATE/COUNTY-  UT/MILLARD
 JO0532  COUNTRY     -  US
 JO0532  USGS QUAD   -  ANTELOPE VALLEY (2017)
 JO0532
 JO0532                         *CURRENT SURVEY CONTROL
 JO0532  ______________________________________________________________________
 JO0532* NAD 83(1994) POSITION- 38 41 04.95156(N) 112 43 45.51769(W)   ADJUSTED
 JO0532* NAVD 88 ORTHO HEIGHT -  1943.5   (meters)     6376.    (feet) VERTCON3
 JO0532  ______________________________________________________________________
 JO0532  GEOID HEIGHT    -        -20.092 (meters)                     GEOID18
 JO0532  LAPLACE CORR    -          4.34  (seconds)                    DEFLEC18
 JO0532  HORZ ORDER      -  FIRST
 JO0532
 JO0532.The horizontal coordinates were established by classical geodetic methods
 JO0532.and adjusted by the National Geodetic Survey in November 1997.
 JO0532
 JO0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0532
 JO0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0532.GEOID18 height accuracy estimate available here.
 JO0532
 JO0532.Click photographs - Photos may exist for this station.
 JO0532
 JO0532.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0532
 JO0532. The following values were computed from the NAD 83(1994) position.
 JO0532
 JO0532;                    North         East     Units Scale Factor Converg.
 JO0532;SPC UT C     - 2,039,746.377   393,031.101   MT  1.00009843   -0 47 14.9
 JO0532;SPC UT C     - 6,692,067.91  1,289,469.54   sFT  1.00009843   -0 47 14.9
 JO0532;SPC UT S     - 3,224,687.336   393,033.337   MT  1.00007484   -0 45 11.5
 JO0532;SPC UT S     -10,579,661.70  1,289,476.87   sFT  1.00007484   -0 45 11.5
 JO0532;UTM  12      - 4,283,208.311   349,588.631   MT  0.99987860   -1 04 51.9
 JO0532
 JO0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0532!SPC UT C     -   0.99969830  x   1.00009843  =   0.99979670
 JO0532!SPC UT S     -   0.99969830  x   1.00007484  =   0.99977312
 JO0532!UTM  12      -   0.99969830  x   0.99987860  =   0.99957693
 JO0532
 JO0532:                Primary Azimuth Mark                     Grid Az
 JO0532:SPC UT C     -  BURNT AZ MK                              036 26 26.1
 JO0532:SPC UT S     -  BURNT AZ MK                              036 24 22.7
 JO0532:UTM  12      -  BURNT AZ MK                              036 44 03.1
 JO0532
 JO0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH4958883208(NAD 83)
 JO0532
 JO0532|---------------------------------------------------------------------|
 JO0532| PID    Reference Object                     Distance      Geod. Az  |
 JO0532|                                                           dddmmss.s |
 JO0532| CM5252 BURNT AZ MK                                        0353911.2 |
 JO0532| CM5253 BURNT RM 1                            5.623 METERS 13845     |
 JO0532| CM5254 BURNT RM 2                            7.684 METERS 23032     |
 JO0532|---------------------------------------------------------------------|
 JO0532
 JO0532                          SUPERSEDED SURVEY CONTROL
 JO0532
 JO0532  NAD 83(1986)-  38 41 04.94613(N)    112 43 45.51154(W) AD(       ) 1
 JO0532  NAD 27      -  38 41 05.05700(N)    112 43 42.70300(W) AD(       ) 1
 JO0532  NGVD 29 (07/19/86) 1942.3    (m)         6372.     (f) VERT ANG       
 JO0532
 JO0532.Superseded values are not recommended for survey control.
 JO0532
 JO0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0532.See file dsdata.pdf to determine how the superseded data were derived.
 JO0532
 JO0532_MARKER: DS = TRIANGULATION STATION DISK
 JO0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0532_STAMPING: BURNT 1947
 JO0532_MARK LOGO: CGS
 JO0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0532+STABILITY: SURFACE MOTION
 JO0532
 JO0532  HISTORY     - Date     Condition        Report By
 JO0532  HISTORY     - 1947     MONUMENTED       CGS
 JO0532
 JO0532                          STATION DESCRIPTION
 JO0532
 JO0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 JO0532'THE STATION IS LOCATED ABOUT 17.5 MILES AIRLINE SOUTHWEST
 JO0532'OF KANOSH AND ABOUT 10.0 MILES NORTHWEST OF COVE FORT ON A CONE
 JO0532'SHAPED HILL COVERED WITH RED MOLTEN ROCKS AND CEDAR TREES.
 JO0532'THE STATION MARK IS A BRONZE DISK, PROJECTS 6 INCHES, SET ON
 JO0532'HIGHEST POINT OF HILL, 5 FEET SOUTH OF A WHITE WITNESS POST.
 JO0532'IT IS STAMPED, BURNT 1947.
 JO0532'
 JO0532'REFERENCE MARK NO. 1 IS A BRONZE DISK, PROJECTS 6 INCHES, IS
 JO0532'1 FOOT LOWER THAN THE STATION MARK AND IS STAMPED, BURNT NO
 JO0532'1 1947.
 JO0532'
 JO0532'REFERENCE MARK NO. 2 IS A BRONZE DISK, PROJECTS 4 INCHES
 JO0532'IS 6 INCHES LOWER THAN THE STATION MARK AND IS STAMPED, BURNT
 JO0532'NO 2 1947.
 JO0532'
 JO0532'THE AZIMUTH MARK IS A BRONZE DISK SET FLUSH IN A SAGEBRUSH COVERED
 JO0532'FLAT, 26 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, 2 FEET
 JO0532'SOUTHWEST OF A CAIRN.  IT IS STAMPED, BURNT 1947.
 JO0532'
 JO0532'TO REACH THE STATION FROM KANOSH--GO SOUTHWEST ON U.S. HIGHWAY
 JO0532'91, TO A BLADED ROAD ON RIGHT.  TURN RIGHT, GO WEST 1.4 MILE
 JO0532'TO FORK.  CONTINUE TO RIGHT 2.7 MILES TO A FORK.  TURN LEFT,
 JO0532'GO 2.3 MILES TO A DIAGONAL CROSSROAD.  TURN LEFT, GO 2.05 MILES
 JO0532'TO AZIMUTH MARK ON LEFT.  CONTINUE 0.35 MILE TO A DIM ROAD
 JO0532'TO LEFT.  TURN LEFT, GO 2.6 MILES TO WHERE ROAD STARTS DOWN
 JO0532'CANYON.  LEAVE ROAD, TURN LEFT, GO EASTERLY TO TOP OF RIDGE.
 JO0532'TURN LEFT, FOLLOW TOP OF RIDGE NORTHERLY TO TOP OF SECOND
 JO0532'HILL AND STATION.  A DRIVE STATION WITH A 4 WHEEL DRIVE
 JO0532'VEHICLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0977 ***********************************************************************
 LO0977  DESIGNATION -  BURRO
 LO0977  PID         -  LO0977
 LO0977  STATE/COUNTY-  UT/SALT LAKE
 LO0977  COUNTRY     -  US
 LO0977  USGS QUAD   -  FORT DOUGLAS (2017)
 LO0977
 LO0977                         *CURRENT SURVEY CONTROL
 LO0977  ______________________________________________________________________
 LO0977* NAD 83(1994) POSITION- 40 50 31.98822(N) 111 46 57.14678(W)   ADJUSTED
 LO0977* NAVD 88 ORTHO HEIGHT -  2730.6   (meters)     8959.    (feet) VERTCON3
 LO0977  ______________________________________________________________________
 LO0977  GEOID HEIGHT    -        -15.978 (meters)                     GEOID18
 LO0977  LAPLACE CORR    -         13.63  (seconds)                    DEFLEC18
 LO0977  HORZ ORDER      -  FIRST
 LO0977
 LO0977.The horizontal coordinates were established by classical geodetic methods
 LO0977.and adjusted by the National Geodetic Survey in November 1997.
 LO0977
 LO0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0977
 LO0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0977.GEOID18 height accuracy estimate available here.
 LO0977
 LO0977.Click photographs - Photos may exist for this station.
 LO0977
 LO0977.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0977
 LO0977. The following values were computed from the NAD 83(1994) position.
 LO0977
 LO0977;                    North         East     Units Scale Factor Converg.
 LO0977;SPC UT C     - 2,278,587.551   476,170.547   MT  1.00005351   -0 10 51.6
 LO0977;SPC UT C     - 7,475,665.99  1,562,236.20   sFT  1.00005351   -0 10 51.6
 LO0977;UTM  12      - 4,521,536.740   434,030.130   MT  0.99965356   -0 30 42.4
 LO0977
 LO0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0977!SPC UT C     -   0.99957436  x   1.00005351  =   0.99962785
 LO0977!UTM  12      -   0.99957436  x   0.99965356  =   0.99922807
 LO0977
 LO0977:                Primary Azimuth Mark                     Grid Az
 LO0977:SPC UT C     -  VORTAC SALT LAKE CITY SLC                273 17 11.1
 LO0977:UTM  12      -  VORTAC SALT LAKE CITY SLC                273 37 01.9
 LO0977
 LO0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3403021536(NAD 83)
 LO0977
 LO0977|---------------------------------------------------------------------|
 LO0977| PID    Reference Object                     Distance      Geod. Az  |
 LO0977|                                                           dddmmss.s |
 LO0977| CM5256 BURRO RM 1                            8.560 METERS 01508     |
 LO0977| CM5257 BURRO RM 2                           10.641 METERS 24408     |
 LO0977| LO1024 VORTAC SALT LAKE CITY SLC           APPROX.16.8 KM 2730619.5 |
 LO0977| CM5255 BURRO AZ MK                                        2754036.3 |
 LO0977|---------------------------------------------------------------------|
 LO0977
 LO0977                          SUPERSEDED SURVEY CONTROL
 LO0977
 LO0977  NAD 83(1993)-  40 50 31.98836(N)    111 46 57.14621(W) AD(       ) 1
 LO0977  NAD 83(1986)-  40 50 31.97656(N)    111 46 57.13670(W) AD(       ) 1
 LO0977  NAD 27      -  40 50 32.17167(N)    111 46 54.37645(W) AD(       ) 1
 LO0977  NGVD 29 (07/19/86) 2729.4    (m)         8955.     (f) VERT ANG       
 LO0977
 LO0977.Superseded values are not recommended for survey control.
 LO0977
 LO0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0977.See file dsdata.pdf to determine how the superseded data were derived.
 LO0977
 LO0977_MARKER: DS = TRIANGULATION STATION DISK
 LO0977_SETTING: 66 = SET IN ROCK OUTCROP
 LO0977_STAMPING: BURRO 1962
 LO0977_MARK LOGO: CGS
 LO0977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0977+STABILITY: POSITION/ELEVATION WELL
 LO0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0977+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2002
 LO0977
 LO0977  HISTORY     - Date     Condition        Report By
 LO0977  HISTORY     - 1962     MONUMENTED       CGS
 LO0977  HISTORY     - 1973     GOOD             NGS
 LO0977  HISTORY     - 20021013 GOOD             INDIV
 LO0977
 LO0977                          STATION DESCRIPTION
 LO0977
 LO0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0977'STATION IS ON THE HIGHEST POINT WEST OF GRAND VIEW PEAK, 1/4
 LO0977'MILE SOUTH OF THE SALT LAKE-DAVIS COUNTY LINE, 6 MILES SOUTHEAST
 LO0977'OF BOUNTIFUL AND 7-1/2 MILES NORTHEAST OF THE CAPITOL BUILDING
 LO0977'IN SALT LAKE CITY.  IT IS ON THE HIGHEST POINT OF A HIGH,
 LO0977'TIMBERED COVERED MOUNTAIN.
 LO0977'
 LO0977'TO REACH FROM 5TH STREET SOUTH AND MAIN STREET IN BOUNTIFUL,
 LO0977'GO EAST ON 5TH STREET SOUTH FOR 0.45 MILE TO 400 EAST STREET.
 LO0977'TURN RIGHT, SOUTH, ON 400 EAST STREET, WHICH LATER BECOMES
 LO0977'ORCHARD DRIVE FOR 1.3 MILES TO VIRGINIA IN. STREET.  TURN LEFT,
 LO0977'ON VIRGINIA IN. STREET FOR 0.1 MILE TO A CROSS ROAD.  TURN
 LO0977'RIGHT, SOUTH, FOR 0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT,
 LO0977'EAST, FOR 0.2 MILE TO A T-INTERSECTION.  TURN RIGHT, SOUTH,
 LO0977'FOR 0.15 MILE TO THE END OF PAVED ROAD.  TURN LEFT, EAST, ON
 LO0977'PAVED ROAD FOR 0.1 MILE TO THE END OF PAVED ROAD.  TURN
 LO0977'RIGHT, SOUTHERLY, ON GRADED ROAD FOR 0.2 MILE TO A SIDE ROAD
 LO0977'LEFT.  CONTINUE AHEAD, SOUTHERLY, ON GRADED ROAD FOR 0.15
 LO0977'MILE TO A LARGE BRICK HOUSE ON THE RIGHT.  TURN LEFT, JUST
 LO0977'ABOVE THE BRICK HOUSE, EASTERLY, ON GRADED ROAD FOR 0.2
 LO0977'MILE TO A T-INTERSECTION.  TURN RIGHT, SOUTHERLY, ON
 LO0977'GRADED ROAD FOR 0.25 MILE TO A SIDE ROAD LEFT.  CONTINUE AHEAD
 LO0977'FOR 0.05 MILE TO A DIAGONAL CROSS ROAD.  CONTINUE AHEAD,
 LO0977'SOUTHERLY, ON GRADED ROAD FOR 0.1 MILE TO A REVERSE FORK ON
 LO0977'THE RIGHT.  CONTINUE AHEAD, ON THE MAIN ROAD FOR 0.2 MILE
 LO0977'TO A BARN, CORRALS AND A REVERSE FORK ON THE RIGHT.  PASS
 LO0977'TO THE RIGHT OF THE BARN AND CONTINUE ON THE MAIN ROAD FOR
 LO0977'0.55 MILE TO A CABIN ON THE RIGHT.  CONTINUE AHEAD ON
 LO0977'THE MAIN ROAD FOR 1.1 MILES TO A CONCRETE BLOCK CABIN ON
 LO0977'THE RIGHT.  FROM HERE A JEEP IS NEEDED.  CONTINUE AHEAD, ON JEEP
 LO0977'ROAD FOR 0.5 MILE TO THE END OF ROAD.  FROM HERE PACK
 LO0977'EASTERLY, ON HORSE TRAIL FOR ABOUT 1/2 MILE TO THE TOP OF
 LO0977'RIDGE.  HERE TURN LEFT, FOLLOWING GOOD TRAIL, ALONG THE
 LO0977'SOUTH SIDE OF RIDGE FOR ABOUT 1/2 MILE TO RUBY FLAT.  CONTINUE
 LO0977'ON THE TRAIL FOR ABOUT 3/4 MILE TO THE TOP OF THE NEXT
 LO0977'RIDGE.  HERE TURN LEFT, ON THE SOUTH SIDE OF THE RIDGE,
 LO0977'FOLLOWING THE TRAIL FOR ABOUT 3/4 MILE TO WHERE THE TRAIL DROPS
 LO0977'DOWN IN A SADDLE AND AZIMUTH MARK ON THE RIGHT.  CONTINUE ON
 LO0977'THE TRAIL, DOWN HILL AND UP DRAW FOR ABOUT 1/2 MILE TO THE TOP
 LO0977'OF A RIDGE AND TRAIL TURNS RIGHT.  TURN LEFT, UP HILL FOR
 LO0977'ABOUT 1/4 MILE TO THE HIGHEST POINT AND STATION.  ABOUT A 4
 LO0977'HOUR PACK.
 LO0977'
 LO0977'STATION MARK IS A STANDARD DISK, STAMPED BURRO 1962, CEMENTED
 LO0977'IN A DRILL HOLE IN A 2 X 2 FOOT ROCK OUTCROP PROJECTING 10
 LO0977'INCHES.  IT IS ON THE HIGHEST POINT OF THE HILL.
 LO0977'
 LO0977'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BURRO NO 1 1962,
 LO0977'CEMENTED IN A DRILL HOLE IN A 3 X 3 FOOT ROCK OUTCROP FLUSH
 LO0977'WITH THE GROUND.  IT IS ON THE NORTH SLOPE OF THE HILL AND
 LO0977'ABOUT 6 FEET LOWER THAN THE STATION.
 LO0977'
 LO0977'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BURRO NO 2 1962,
 LO0977'CEMENTED IN A DRILL HOLE IN A 1-1/2 X 1/2 FOOT ROCK OUTCROP
 LO0977'FLUSH WITH THE GROUND.  IT IS ON THE NORTHWEST SLOPE OF THE
 LO0977'HILL AND ABOUT 6 FEET LOWER THAN THE STATION.
 LO0977'
 LO0977'AZIMUTH MARK IS A STANDARD DISK, STAMPED BURRO 1962, CEMENTED
 LO0977'IN A DRILL HOLE IN A 2 X 3 FOOT ROCK OUTCROP PROJECTING 1 FOOT.
 LO0977'IT IS 5 FEET SOUTHEAST OF THE TRAIL AND 4 FEET EAST OF A CAIRN.
 LO0977
 LO0977                          STATION RECOVERY (1973)
 LO0977
 LO0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0977'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 LO0977'TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR
 LO0977'AT THIS DATE.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 LO0977'COMPARED FAVORABLY WITH THE 1962 DATA.  A COMPLETE NEW DESCRIPTION
 LO0977'FOLLOWS--
 LO0977'
 LO0977'THE STATION IS LOCATED ABOUT 7.5 MILES NORTHEAST OF SALT LAKE CITY,
 LO0977'6 MILES SOUTHEAST OF BOUNTIFUL, JUST SOUTH OF THE SALT LAKE-DAVIS
 LO0977'COUNTY LINE AND ON THE SUMMIT OF THE FIRST HIGH TIMBERED RIDGE
 LO0977'WEST OF GRAND VIEW PEAK.  THE PROPERTY IS CONTROLLED BY THE U S
 LO0977'FOREST SERVICE, 3070 EAST 33RD SOUTH, SALT LAKE CITY, PHONE
 LO0977'NUMBER 524-5042.
 LO0977'
 LO0977'THE STATION WAS REACHED BY HELICOPTER.  IT CAN BE LANDED ON A
 LO0977'ROCKY POINT OF THE RIDGE ABOUT 0.2 MILE NORTH OF THE HIGHEST POINT
 LO0977'OF THE HILL.  PACK SOUTHERLY UPHILL FOR ABOUT 5 MINUTES TO THE
 LO0977'STATION AS DESCRIBED.
 LO0977'
 LO0977'THE STATION MARK IS A STANDARD DISK STAMPED BURRO 1962, CEMENTED
 LO0977'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS EXPOSED 2X2 FEET
 LO0977'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS ON THE HIGHEST POINT
 LO0977'OF THE HILL.
 LO0977'
 LO0977'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BURRO NO 1 1962,
 LO0977'CEMENTED IN A DRILL HOLE IN A 3X4 FOOT OUTCROP OF BEDROCK THAT IS
 LO0977'FLUSH WITH THE GROUND SURFACE.  IT IS ON THE NORTH SLOPE OF THE
 LO0977'HILL AND ABOUT 5 FEET LOWER THAN THE STATION.
 LO0977'
 LO0977'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BURRO NO 2 1962,
 LO0977'CEMENTED IN A DRILL HOLE IN A 2X2 FOOT OUTCROP OF BEDROCK THAT IS
 LO0977'FLUSH WITH THE GROUND SURFACE.  IT IS 4 FEET WEST OF THE CREST OF
 LO0977'THE HILL AND ABOUT 6 FEET LOWER THAN THE STATION.
 LO0977'
 LO0977'THE VORTAC SALT LAKE CITY SLC 1963 CAN BE USED AS AN AZIMUTH FOR
 LO0977'THIS STATION.
 LO0977'
 LO0977'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO0977'6 MILES SOUTHEAST OF BOUNTIFUL.
 LO0977
 LO0977                          STATION RECOVERY (2002)
 LO0977
 LO0977'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DGS)
 LO0977'STATION MARK RECOVERED IN GOOD CONDITION.
 LO0977'REFERENCE MARK NUMBER 1 AND REFERENCE MARK NUMBER 2 WERE ALSO
 LO0977'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0449 ***********************************************************************
 KO0449  DESIGNATION -  BUSH
 KO0449  PID         -  KO0449
 KO0449  STATE/COUNTY-  UT/MILLARD
 KO0449  COUNTRY     -  US
 KO0449  USGS QUAD   -  LONG RIDGE SE (2017)
 KO0449
 KO0449                         *CURRENT SURVEY CONTROL
 KO0449  ______________________________________________________________________
 KO0449* NAD 83(1994) POSITION- 39 07 06.61311(N) 113 01 44.78100(W)   ADJUSTED
 KO0449* NAVD 88 ORTHO HEIGHT -  1391.4   (meters)     4565.    (feet) VERTCON3
 KO0449  ______________________________________________________________________
 KO0449  GEOID HEIGHT    -        -20.174 (meters)                     GEOID18
 KO0449  LAPLACE CORR    -          0.64  (seconds)                    DEFLEC18
 KO0449  HORZ ORDER      -  FIRST
 KO0449
 KO0449.The horizontal coordinates were established by classical geodetic methods
 KO0449.and adjusted by the National Geodetic Survey in November 1997.
 KO0449
 KO0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0449
 KO0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0449.GEOID18 height accuracy estimate available here.
 KO0449
 KO0449.Click photographs - Photos may exist for this station.
 KO0449
 KO0449.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0449
 KO0449. The following values were computed from the NAD 83(1994) position.
 KO0449
 KO0449;                    North         East     Units Scale Factor Converg.
 KO0449;SPC UT C     - 2,088,300.300   367,769.858   MT  0.99997642   -0 58 46.2
 KO0449;SPC UT C     - 6,851,365.23  1,206,591.61   sFT  0.99997642   -0 58 46.2
 KO0449;UTM  12      - 4,331,887.417   324,582.072   MT  0.99997890   -1 16 50.0
 KO0449
 KO0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0449!SPC UT C     -   0.99978491  x   0.99997642  =   0.99976134
 KO0449!UTM  12      -   0.99978491  x   0.99997890  =   0.99976382
 KO0449
 KO0449:                Primary Azimuth Mark                     Grid Az
 KO0449:SPC UT C     -  BUSH AZ MK                               019 01 37.5
 KO0449:UTM  12      -  BUSH AZ MK                               019 19 41.3
 KO0449
 KO0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ2458231887(NAD 83)
 KO0449
 KO0449|---------------------------------------------------------------------|
 KO0449| PID    Reference Object                     Distance      Geod. Az  |
 KO0449|                                                           dddmmss.s |
 KO0449| CM5258 BUSH AZ MK                                         0180251.3 |
 KO0449| CM5259 BUSH RM 1                             9.842 METERS 07720     |
 KO0449| KO0435 BLACK ROCK CAIRN                    APPROX.12.3 KM 1264546.5 |
 KO0449| CM5260 BUSH RM 2                            14.837 METERS 34721     |
 KO0449|---------------------------------------------------------------------|
 KO0449
 KO0449                          SUPERSEDED SURVEY CONTROL
 KO0449
 KO0449  NAD 83(1986)-  39 07 06.60798(N)    113 01 44.77495(W) AD(       ) 1
 KO0449  NAD 27      -  39 07 06.76650(N)    113 01 41.92450(W) AD(       ) 1
 KO0449  NGVD 29 (07/19/86) 1390.3    (m)         4561.     (f) VERT ANG       
 KO0449
 KO0449.Superseded values are not recommended for survey control.
 KO0449
 KO0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0449.See file dsdata.pdf to determine how the superseded data were derived.
 KO0449
 KO0449_MARKER: DS = TRIANGULATION STATION DISK
 KO0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0449_STAMPING: BUSH 1957
 KO0449_MARK LOGO: CGS
 KO0449_PROJECTION: PROJECTING
 KO0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0449+STABILITY: SURFACE MOTION
 KO0449
 KO0449  HISTORY     - Date     Condition        Report By
 KO0449  HISTORY     - 1957     MONUMENTED       CGS
 KO0449
 KO0449                          STATION DESCRIPTION
 KO0449
 KO0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0449'THE STATION IS LOCATED AIRLINE, ABOUT 38 MILES WEST-NORTHWEST
 KO0449'OF FILLMORE AND ABOUT 28 MILES SOUTHWEST OF DELTA IN FLAT,
 KO0449'OPEN RANGE LAND.
 KO0449'
 KO0449'THE STATION IS A STANDARD DISK STAMPED BUSH 1957 SET IN TOP
 KO0449'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 KO0449'4 INCHES ABOVE THE GROUND.  IT IS 7 FEET EAST OF A WHITE
 KO0449'WITNESS POST AND 25 FEET EAST-SOUTHEAST OF A LONE, LARGE
 KO0449'CLUMP OF TALL BRUSH.
 KO0449'
 KO0449'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BUSH
 KO0449'NO 1 1957 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 KO0449'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 KO0449'THE SAME ELEVATION AS THE STATION.
 KO0449'
 KO0449'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BUSH
 KO0449'NO 2 1957 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 KO0449'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 KO0449'THE SAME ELEVATION AS THE STATION.
 KO0449'
 KO0449'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUSH 1957 SET
 KO0449'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KO0449'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 10 FEET SOUTH OF THE
 KO0449'CENTER LINE OF A TRACK ROAD.
 KO0449'
 KO0449'TO REACH THE STATION FROM THE POST OFFICE IN DELTA, GO SOUTH
 KO0449'FOR 0.05 MILE.  TURN RIGHT AND GO WESTERLY ON U.S. HIGHWAY 50
 KO0449'AND 6 FOR 25.4 MILES TO A SIDE ROAD, LEFT.  TURN LEFT OFF
 KO0449'THE HIGHWAY AND GO SOUTHEASTERLY FOR 4.0 MILES TO A T-ROAD.
 KO0449'TURN RIGHT AND GO WEST FOR 0.7 MILE.  TAKE THE RIGHT FORK,
 KO0449'STRAIGHT AHEAD, WEST FOR 3.1 MILES TO THE AZIMUTH MARK ON THE
 KO0449'LEFT, SOUTH SIDE OF THE ROAD.  TURN LEFT OFF THE TRACK ROAD
 KO0449'AND GO SOUTHWEST CROSS COUNTRY FOR 0.6 MILE TO A WHITE WITNESS
 KO0449'POST, A LARGE CLUMP OF BRUSH AND THE STATION.
 KO0449'
 KO0449'HEIGHT OF LIGHT ABOVE STATION MARK 1.33 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0515 ***********************************************************************
 HO0515  DESIGNATION -  BUTLER
 HO0515  PID         -  HO0515
 HO0515  STATE/COUNTY-  UT/GARFIELD
 HO0515  COUNTRY     -  US
 HO0515  USGS QUAD   -  FLAKE MOUNTAIN WEST (2017)
 HO0515
 HO0515                         *CURRENT SURVEY CONTROL
 HO0515  ______________________________________________________________________
 HO0515* NAD 83(1994) POSITION- 37 50 14.81719(N) 112 14 49.86380(W)   ADJUSTED
 HO0515* NAVD 88 ORTHO HEIGHT -  2855.6   (meters)     9369.    (feet) VERTCON3
 HO0515  ______________________________________________________________________
 HO0515  GEOID HEIGHT    -        -19.612 (meters)                     GEOID18
 HO0515  LAPLACE CORR    -          9.93  (seconds)                    DEFLEC18
 HO0515  HORZ ORDER      -  SECOND
 HO0515
 HO0515.The horizontal coordinates were established by classical geodetic methods
 HO0515.and adjusted by the National Geodetic Survey in November 1997.
 HO0515
 HO0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0515
 HO0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0515.GEOID18 height accuracy estimate available here.
 HO0515
 HO0515.Click photographs - Photos may exist for this station.
 HO0515
 HO0515.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0515
 HO0515. The following values were computed from the NAD 83(1994) position.
 HO0515
 HO0515;                    North         East     Units Scale Factor Converg.
 HO0515;SPC UT S     - 3,130,200.451   434,232.237   MT  0.99995173   -0 27 28.0
 HO0515;SPC UT S     -10,269,665.98  1,424,643.60   sFT  0.99995173   -0 27 28.0
 HO0515;UTM  12      - 4,188,512.669   390,257.120   MT  0.99974834   -0 45 54.5
 HO0515
 HO0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0515!SPC UT S     -   0.99955518  x   0.99995173  =   0.99950693
 HO0515!UTM  12      -   0.99955518  x   0.99974834  =   0.99930363
 HO0515
 HO0515:                Primary Azimuth Mark                     Grid Az
 HO0515:SPC UT S     -  CANYON                                   186 16 23.0
 HO0515:UTM  12      -  CANYON                                   186 34 49.5
 HO0515
 HO0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG9025788512(NAD 83)
 HO0515
 HO0515|---------------------------------------------------------------------|
 HO0515| PID    Reference Object                     Distance      Geod. Az  |
 HO0515|                                                           dddmmss.s |
 HO0515| CH2841 BUTLER RM 1                           5.894 METERS 04349     |
 HO0515| CH2842 BUTLER RM 2                           7.813 METERS 13954     |
 HO0515| HO0525 CANYON                              APPROX.13.0 KM 1854855.0 |
 HO0515|---------------------------------------------------------------------|
 HO0515
 HO0515                          SUPERSEDED SURVEY CONTROL
 HO0515
 HO0515  NAD 83(1986)-  37 50 14.81535(N)    112 14 49.86516(W) AD(       ) 2
 HO0515  NAD 27      -  37 50 14.89322(N)    112 14 47.13991(W) AD(       ) 2
 HO0515  NGVD 29 (07/19/86) 2854.1    (m)         9364.     (f) VERT ANG       
 HO0515
 HO0515.Superseded values are not recommended for survey control.
 HO0515
 HO0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0515.See file dsdata.pdf to determine how the superseded data were derived.
 HO0515
 HO0515_MARKER: DD = SURVEY DISK
 HO0515_SETTING: 66 = SET IN ROCK OUTCROP
 HO0515_STAMPING: BUTLER 1971
 HO0515_MARK LOGO: USGS
 HO0515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0515+STABILITY: POSITION/ELEVATION WELL
 HO0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0515+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2021
 HO0515
 HO0515  HISTORY     - Date     Condition        Report By
 HO0515  HISTORY     - 1971     MONUMENTED       USGS
 HO0515  HISTORY     - 20210618 GOOD             INDIV
 HO0515
 HO0515                          STATION DESCRIPTION
 HO0515
 HO0515'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HO0515'LOCATED ABOUT 13.0 MI (AIRLINE) SE. OF ORTON OR BEAR VALLEY
 HO0515'JUNCTION, UTAH (JCT. OF HIGHWAYS 20 AND 89).  ABOUT 10.0 MI E. OF
 HO0515'PANGUITCH.  ABOUT 9.0 MI NW. OF BRYCE CANYON AIRPORT.  ABOUT
 HO0515'1.8 MI NW. OF CASTO BLUFF, ON A ROCKY CLIFF.
 HO0515'
 HO0515'REACHED BY HELICOPTER.
 HO0515'
 HO0515'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED BUTLER 1971
 HO0515'CEMENTED IN DRILL HOLE IN SOLID ROCK PROJECTING 0.5 FT ABOVE
 HO0515'THE GROUND.
 HO0515'
 HO0515'REFERENCE MARK NO. 1--A STANDARD USGS BRASS TABLET STAMPED BUTLER
 HO0515'NO. 1 1971 CEMENTED IN DRILL HOLE IN SOLID ROCK PROJECTING 1.6
 HO0515'FT ABOVE THE GROUND.
 HO0515'
 HO0515'REFERENCE MARK NO. 2--A STANDARD USGS BRASS TABLET STAMPED
 HO0515'BUTLER NO. 2 1971 CEMENTED IN A DRILL HOLE IN SOLID ROCK
 HO0515'PROJECTING 1.4 FT ABOVE THE GROUND.
 HO0515
 HO0515                          STATION RECOVERY (2021)
 HO0515
 HO0515'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 HO0515'TO REACH FROM THE CENTER OF PANGUITCH UTAH, TAKE US-89 SOUTH FOR 6.9
 HO0515'MI (11.1 KM) AND TURN LEFT, EAST, ONTO UT-12.  GO 7.6 MI (12.2 KM) AND
 HO0515'TURN LEFT ONTO FOREST SERVICE ROAD 117, SIGNED 'TOMS BEST SPRING' ROAD
 HO0515'AND GO 6.9 MI (11.1 KM).  THEN TURN LEFT ONTO FOREST SERVICE ROAD 118,
 HO0515'AKA SHOWALTER CREEK ROAD AND GO 1 MI (1.6 KM) TO A FORK.  TAKE THE
 HO0515'LEFT FORK AND GO 0.5 MI (0.8 KM) TO A FORK.  TAKE THE RIGHT FORK AND
 HO0515'CONTINUE NORTH ON THIS ROAD TO THE JUDD PASTURE TROUGHS AND END OF
 HO0515'VEHICLE TRAVEL.
 HO0515'
 HO0515'FROM HERE HIKE ALONG THE MAINTAINED TRAIL FOR 1.7 MI (2.7 KM) TO A
 HO0515'FORK.  TAKE THE LEFT FORK AND CONTINUE WESTWARD.  THE BLUFF WHERE THE
 HO0515'MARK IS LOCATED WILL BE CLEARLY VISIBLE TO THE SOUTHWEST AFTER ABOUT
 HO0515'100 FT (30.5 M) AFTER THE FORK.  HIKE TO THE TOP OF THE BLUFF AND THE
 HO0515'STATION, ABOUT A 2.1 MI (3.4 KM) HIKE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0465 ***********************************************************************
 JN0465  DESIGNATION -  BUTLER
 JN0465  PID         -  JN0465
 JN0465  STATE/COUNTY-  UT/GARFIELD
 JN0465  COUNTRY     -  US
 JN0465  USGS QUAD   -  RAGGY CANYON (2017)
 JN0465
 JN0465                         *CURRENT SURVEY CONTROL
 JN0465  ______________________________________________________________________
 JN0465* NAD 83(1994) POSITION- 38 05 59.27359(N) 110 38 22.42336(W)   ADJUSTED
 JN0465* NAVD 88 ORTHO HEIGHT -  1723.4   (meters)     5654.    (feet) VERTCON3
 JN0465  ______________________________________________________________________
 JN0465  GEOID HEIGHT    -        -20.220 (meters)                     GEOID18
 JN0465  LAPLACE CORR    -         -6.27  (seconds)                    DEFLEC18
 JN0465  HORZ ORDER      -  SECOND
 JN0465
 JN0465.The horizontal coordinates were established by classical geodetic methods
 JN0465.and adjusted by the National Geodetic Survey in November 1997.
 JN0465
 JN0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0465
 JN0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0465.GEOID18 height accuracy estimate available here.
 JN0465
 JN0465.Click photographs - Photos may exist for this station.
 JN0465
 JN0465.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0465
 JN0465. The following values were computed from the NAD 83(1994) position.
 JN0465
 JN0465;                    North         East     Units Scale Factor Converg.
 JN0465;SPC UT S     - 3,159,403.320   575,468.254   MT  0.99996644   +0 31 37.8
 JN0465;SPC UT S     -10,365,475.73  1,888,015.43   sFT  0.99996644   +0 31 37.8
 JN0465;UTM  12      - 4,216,949.270   531,602.606   MT  0.99961230   +0 13 20.7
 JN0465
 JN0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0465!SPC UT S     -   0.99973282  x   0.99996644  =   0.99969927
 JN0465!UTM  12      -   0.99973282  x   0.99961230  =   0.99934523
 JN0465
 JN0465:                Primary Azimuth Mark                     Grid Az
 JN0465:SPC UT S     -  BUTLER AZ MK                             192 09 26.2
 JN0465:UTM  12      -  BUTLER AZ MK                             192 27 43.3
 JN0465
 JN0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH3160216949(NAD 83)
 JN0465
 JN0465|---------------------------------------------------------------------|
 JN0465| PID    Reference Object                     Distance      Geod. Az  |
 JN0465|                                                           dddmmss.s |
 JN0465| CM6169 BUTLER RM 2                           7.530 METERS 05521     |
 JN0465| CM6167 BUTLER AZ MK                                       1924104.0 |
 JN0465| CM6168 BUTLER RM 1                          11.208 METERS 33901     |
 JN0465|---------------------------------------------------------------------|
 JN0465
 JN0465                          SUPERSEDED SURVEY CONTROL
 JN0465
 JN0465  NAD 83(1986)-  38 05 59.26726(N)    110 38 22.42157(W) AD(       ) 2
 JN0465  NAD 27      -  38 05 59.31484(N)    110 38 19.88272(W) AD(       ) 2
 JN0465  NGVD 29 (07/19/86) 1722.3    (m)         5651.     (f) VERT ANG       
 JN0465
 JN0465.Superseded values are not recommended for survey control.
 JN0465
 JN0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0465.See file dsdata.pdf to determine how the superseded data were derived.
 JN0465
 JN0465_MARKER: DD = SURVEY DISK
 JN0465_SETTING: 66 = SET IN ROCK OUTCROP
 JN0465
 JN0465  HISTORY     - Date     Condition        Report By
 JN0465  HISTORY     - 1963     MONUMENTED       USGS
 JN0465
 JN0465                          STATION DESCRIPTION
 JN0465
 JN0465'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (LGB)
 JN0465'THE STATION IS IN THE FOOT HILLS ON EAST SIDE OF MOUNT ELLEN
 JN0465'AND ON A FLAT TOPPED MESA WITH A ROUNDED BUMP ON THE WEST
 JN0465'END.  ABOUT 22-1/2 MILES NORTHWEST OF NITE, 19 MILES SOUTH
 JN0465'OF HANKSVILLE AND ABOUT 1-1/2 MILE WEST OF STATE ROUTE 95.
 JN0465'
 JN0465'TO REACH BY HELICOPTER FROM THE FAA AIRPORT IN HANKSVILLE,
 JN0465'FLY SOUTHEAST ON A TRUE COURSE OF 170 DEGREES FOR ABOUT 22
 JN0465'MILES TO A LANDING ABOUT 35 YARDS EAST OF THE STATION.
 JN0465'
 JN0465'THE STATION MARK, IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 JN0465'STAMPED BUTLER 1952, CEMENTED IN A DRILL HOLE IN BEDROCK.
 JN0465'IT IS 30-1/2 FEET NORTHWEST OF THE SOUTH EDGE OF THE MESA
 JN0465'AND 8-1/2 FEET NORTHEAST OF A CAIRN 3-1/2 FEET HIGH.
 JN0465'
 JN0465'REFERENCE MARKS 1 AND 2 BOTH BEAR THE SAME STAMPING, NO 2 1952.
 JN0465'
 JN0465'REFERENCE MARK 1, IS A U.S. GEOLOGICAL SURVEY REFERENCE
 JN0465'MARK DISK DRIVEN INTO THE TOP OF A 1 INCH PIPE WHICH IS SET
 JN0465'IN THE GROUND, MARK PROJECTS 6 INCHES AND IS 39 FEET NORTH
 JN0465'OF THE CAIRN AND 13 FEET SOUTHEAST OF THE NORTHWEST EDGE
 JN0465'OF THE MESA.
 JN0465'
 JN0465'REFERENCE MARK 2, IS A U.S. GEOLOGICAL SURVEY REFERENCE
 JN0465'MARK DISK DRIVEN INTO THE TOP OF A 1 INCH PIPE WHICH IS SET
 JN0465'IN THE GROUND, MARK PROJECTS 11 INCHES AND IS 33 FEET NORTHEAST
 JN0465'OF THE CAIRN AND 24-1/2 FEET NORTHWEST OF THE SOUTHEAST EDGE
 JN0465'OF THE MESA.
 JN0465'
 JN0465'THE AZIMUTH MARK, STAMPED BUTLER USGS 1963, IS A STANDARD DISK
 JN0465'SET IN A DRILL HOLE IN A LARGE SANDSTONE OUTCROP.  IT IS ABOUT
 JN0465'25 YARDS SOUTHWEST OF A BULLDOZED TRAIL.  THIS IS ABOUT A
 JN0465'20 MINUTE PACK SOUTH-SOUTHWESTERLY FROM THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5800 ***********************************************************************
 AI5800  CBN         -  This is a Cooperative Base Network Control Station.
 AI5800  DESIGNATION -  BUTLER
 AI5800  PID         -  AI5800
 AI5800  STATE/COUNTY-  UT/SALT LAKE
 AI5800  COUNTRY     -  US
 AI5800  USGS QUAD   -  LEHI (2017)
 AI5800
 AI5800                         *CURRENT SURVEY CONTROL
 AI5800  ______________________________________________________________________
 AI5800* NAD 83(2011) POSITION- 40 29 24.03560(N) 111 51 17.72437(W)   ADJUSTED
 AI5800* NAD 83(2011) ELLIP HT-  1547.479 (meters)        (06/27/12)   ADJUSTED
 AI5800* NAD 83(2011) EPOCH   -  2010.00
 AI5800* NAVD 88 ORTHO HEIGHT -  1564.5   (meters)     5133.    (feet) GPS OBS
 AI5800  ______________________________________________________________________
 AI5800  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5800  GEOID HEIGHT    -        -17.040 (meters)                     GEOID09
 AI5800  GEOID HEIGHT    -        -17.020 (meters)                     GEOID18
 AI5800  NAD 83(2011) X  - -1,808,700.566 (meters)                     COMP
 AI5800  NAD 83(2011) Y  - -4,509,532.397 (meters)                     COMP
 AI5800  NAD 83(2011) Z  -  4,120,521.077 (meters)                     COMP
 AI5800  LAPLACE CORR    -         14.71  (seconds)                    DEFLEC18
 AI5800
 AI5800  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5800  Standards:
 AI5800         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5800            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5800  -------------------------------------------------------------------
 AI5800  NETWORK    0.72   1.65           0.33   0.24   0.84     -0.14612156
 AI5800  -------------------------------------------------------------------
 AI5800  Click here for local accuracies and other accuracy information.
 AI5800
 AI5800.The horizontal coordinates were established by GPS observations
 AI5800.and adjusted by the National Geodetic Survey in June 2012.
 AI5800
 AI5800.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5800.been affixed to the stable North American tectonic plate. See 
 AI5800.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5800
 AI5800.The horizontal coordinates are valid at the epoch date displayed above
 AI5800.which is a decimal equivalence of Year/Month/Day.
 AI5800
 AI5800.The orthometric height was determined by GPS observations and a
 AI5800.high-resolution geoid model.
 AI5800
 AI5800.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5800.GEOID18 height accuracy estimate available here.
 AI5800
 AI5800.Click photographs - Photos may exist for this station.
 AI5800
 AI5800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5800
 AI5800.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5800
 AI5800.The ellipsoidal height was determined by GPS observations
 AI5800.and is referenced to NAD 83.
 AI5800
 AI5800. The following values were computed from the NAD 83(2011) position.
 AI5800
 AI5800;                    North         East     Units Scale Factor Converg.
 AI5800;SPC UT C     - 2,239,497.471   469,910.630   MT  0.99996412   -0 13 38.5
 AI5800;SPC UT C     - 7,347,417.95  1,541,698.46   sFT  0.99996412   -0 13 38.5
 AI5800;UTM  12      - 4,482,496.825   427,547.868   MT  0.99966461   -0 33 18.5
 AI5800
 AI5800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5800!SPC UT C     -   0.99975731  x   0.99996412  =   0.99972144
 AI5800!UTM  12      -   0.99975731  x   0.99966461  =   0.99942200
 AI5800
 AI5800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2754782496(NAD 83)
 AI5800
 AI5800                          SUPERSEDED SURVEY CONTROL
 AI5800
 AI5800  NAD 83(2007)-  40 29 24.03529(N)    111 51 17.72505(W) AD(2002.00) 0
 AI5800  ELLIP H (02/10/07) 1547.492  (m)                       GP(2002.00)    
 AI5800  NAD 83(1994)-  40 29 24.03481(N)    111 51 17.72444(W) AD(       ) A
 AI5800  ELLIP H (06/28/00) 1547.513  (m)                       GP(       ) 4 1
 AI5800  NAVD 88 (06/28/00) 1564.5    (m)  GEOID99  model used  GPS OBS        
 AI5800
 AI5800.Superseded values are not recommended for survey control.
 AI5800
 AI5800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5800.See file dsdata.pdf to determine how the superseded data were derived.
 AI5800
 AI5800_MARKER: DD = SURVEY DISK
 AI5800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5800_STAMPING: BUTLER 1999
 AI5800_MARK LOGO: SLCS
 AI5800_PROJECTION: RECESSED 10 CENTIMETERS
 AI5800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5800+STABILITY: SURFACE MOTION
 AI5800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5800+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2020
 AI5800
 AI5800  HISTORY     - Date     Condition        Report By
 AI5800  HISTORY     - 1999     MONUMENTED       SLCS
 AI5800  HISTORY     - 20200315 GOOD             NONE
 AI5800
 AI5800                          STATION DESCRIPTION
 AI5800
 AI5800'DESCRIBED BY SALT LAKE COUNTY SURVEYOR 1999 (DB)
 AI5800'THE STATION IS LOCATED ABOUT 30.6 KM (19.00 MI) SOUTH OF SALT LAKE
 AI5800'CITY, 8.9 KM (5.55 MI) EAST OF BLUFFDALE AND 3.2 KM (2.00 MI) SOUTH OF
 AI5800'DRAPER.  OWNERSHIP--SOUTH MOUNTAIN GOLF COURSE.  TO REACH FROM THE
 AI5800'JUNCTION OF INTERSTATE HIGHWAY 15 AND STATE HIGHWAY 71, 12300 SOUTH,
 AI5800'GO EAST ON HIGHWAY 71 FOR 3.2 KM (2.00 MI) TO INTERSECTION OF 1300
 AI5800'EAST.  TURN RIGHT AND GO SOUTH ON 1300 EAST FOR 2.1 KM (1.30 MI) TO
 AI5800'THE INTERSECTION OF HIGHLAND DRIVE.  TURN RIGHT AND GO WEST ON
 AI5800'HIGHLAND DRIVE FOR 0.3 KM (0.20 MI) TO THE INTERSECTION OF RAMBLING
 AI5800'ROAD, 1220 EAST.  TURN LEFT AND GO SOUTH ON RAMBLING ROAD FOR 2.98 KM
 AI5800'(1.85 MI) TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO WEST ON
 AI5800'DRIVEWAY INTO THE SOUTH MOUNTAIN GOLF COURSE AND THEN TURN RIGHT AND
 AI5800'GO NORTH IN THE PARKING AREA FOR 55.2 M (181.1 FT) TO THE STATION ON
 AI5800'THE LEFT IN THE LAWN.  THE STATION IS A TRIANGULAR DISK SET IN TOP OF
 AI5800'A 0.6 M (2.0 FT) DIAMETER ROUND BY 1.5 M (4.9 FT) DEEP CONCRETE AND
 AI5800'REBAR MONUMENT RECESSED 10 CM BELOW A RING AND LID.  IT IS 55.5 M
 AI5800'(182.1 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE SOUTH MOUNTAIN
 AI5800'CLUBHOUSE, 48.3 M (158.5 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 AI5800'THE CLUBHOUSE, 21.9 M (71.9 FT) WEST OF A PARKING LOT LIGHT POLE, 18.2
 AI5800'M (59.7 FT) NORTH OF A PARKING LOT LIGHT POLE AND 2.9 M (9.5 FT) WEST
 AI5800'OF A RIVET IN THE TOP BACK OF A CURB.
 AI5800
 AI5800                          STATION RECOVERY (2020)
 AI5800
 AI5800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2020 (CG)
 AI5800'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0776 ***********************************************************************
 MS0776  DESIGNATION -  BUTTE
 MS0776  PID         -  MS0776
 MS0776  STATE/COUNTY-  UT/BOX ELDER
 MS0776  COUNTRY     -  US
 MS0776  USGS QUAD   -  LEMAY ISLAND (2017)
 MS0776
 MS0776                         *CURRENT SURVEY CONTROL
 MS0776  ______________________________________________________________________
 MS0776* NAD 83(1994) POSITION- 41 09 39.87811(N) 113 51 19.27964(W)   ADJUSTED
 MS0776* NAVD 88 ORTHO HEIGHT -  1496.4   (meters)     4909.    (feet) VERTCON3
 MS0776  ______________________________________________________________________
 MS0776  GEOID HEIGHT    -        -17.229 (meters)                     GEOID18
 MS0776  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 MS0776  HORZ ORDER      -  THIRD
 MS0776
 MS0776.The horizontal coordinates were established by classical geodetic methods
 MS0776.and adjusted by the National Geodetic Survey in November 1997.
 MS0776
 MS0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0776
 MS0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0776.GEOID18 height accuracy estimate available here.
 MS0776
 MS0776.Click photographs - Photos may exist for this station.
 MS0776
 MS0776.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0776
 MS0776. The following values were computed from the NAD 83(1994) position.
 MS0776
 MS0776;                    North         East     Units Scale Factor Converg.
 MS0776;SPC UT N     - 1,094,599.383   302,347.456   MT  0.99995806   -1 33 10.9
 MS0776;SPC UT N     - 3,591,198.14    991,951.61   sFT  0.99995806   -1 33 10.9
 MS0776;UTM  12      - 4,560,569.138   260,432.379   MT  1.00030641   -1 52 48.8
 MS0776
 MS0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0776!SPC UT N     -   0.99976804  x   0.99995806  =   0.99972611
 MS0776!UTM  12      -   0.99976804  x   1.00030641  =   1.00007438
 MS0776
 MS0776:                Primary Azimuth Mark                     Grid Az
 MS0776:SPC UT N     -  GRASSY CAIRN                             312 06 49.0
 MS0776:UTM  12      -  GRASSY CAIRN                             312 26 26.9
 MS0776
 MS0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL6043260569(NAD 83)
 MS0776
 MS0776|---------------------------------------------------------------------|
 MS0776| PID    Reference Object                     Distance      Geod. Az  |
 MS0776|                                                           dddmmss.s |
 MS0776| MS0772 DESERT PEAK CAIRN                   APPROX.41.0 KM 0855752.3 |
 MS0776| LP0581 EAST PENINSULA PEAK                 APPROX.28.4 KM 1751031.7 |
 MS0776| LP0583 WEST PENINSULA PEAK                 APPROX.36.6 KM 1870841.1 |
 MS0776| MT0739 PILOT PEAK AZ MK                    APPROX.22.5 KM 2335204.8 |
 MS0776| MT0733 GRASSY CAIRN                        APPROX.17.7 KM 3103338.1 |
 MS0776|---------------------------------------------------------------------|
 MS0776
 MS0776                          SUPERSEDED SURVEY CONTROL
 MS0776
 MS0776  NAD 83(1986)-  41 09 39.88052(N)    113 51 19.27787(W) AD(       ) 3
 MS0776  NAD 83(1986)-  41 09 39.87653(N)    113 51 19.22946(W) AD(       ) 3
 MS0776  NAD 27      -  41 09 40.13500(N)    113 51 16.21700(W) AD(       ) 3
 MS0776  USCA        -  41 09 34.69000(N)    113 51 21.84000(W) AD(       ) 3
 MS0776  USSD        -  41 09 41.07000(N)    113 51 16.91000(W) AD(       ) 3
 MS0776  NGVD 29 (07/31/96) 1495.4    (m)         4906.     (f) VERT ANG       
 MS0776
 MS0776.Superseded values are not recommended for survey control.
 MS0776
 MS0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0776.See file dsdata.pdf to determine how the superseded data were derived.
 MS0776
 MS0776_MARKER: DS = TRIANGULATION STATION DISK
 MS0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0776_STAMPING: BUTTE 1939
 MS0776_MARK LOGO: CGS
 MS0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0776+STABILITY: SURFACE MOTION
 MS0776
 MS0776  HISTORY     - Date     Condition        Report By
 MS0776  HISTORY     - 1892     MONUMENTED       CGS
 MS0776  HISTORY     - 1939     GOOD             USGS
 MS0776
 MS0776                          STATION DESCRIPTION
 MS0776
 MS0776'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 MS0776'LOCATED 12.5 MI. (AIRLINE) S. OF LUCIN NEAR THE SE. END OF A PROMINENT
 MS0776'BUTTE, 100 YDS. E. OF AN ALMOST PERPENDICULAR DROP TO BENCH, ON A
 MS0776'ROUNDED LEDGE WHICH FORMS THE HIGHEST POINT.
 MS0776'TO REACH FROM S.P. STATION AT LUCIN, DRIVE S. 0.4 MI. (CROSSING WOODEN
 MS0776'BRIDGE) AND TAKE FORK OF RD. LEADING S. ON E. SIDE OF SIGNS MARKED
 MS0776'--MONTELLO 18, PARK VALLEY 55--, GO 0.1 MI. AND TAKE RIGHT FORK
 MS0776'PASSING ALONG E. TOE OF A BUTTE AND GO 2.3 MI. CONTINUING S. AT T-RD.
 MS0776'W., CONTINUE S. 3.2 MI. TO WASH AT E. TOE OF BUTTE, CONTINUE SOUTHERLY
 MS0776'DIRECTION 1.5 MI. TO METAL TANK AND PUMP HOUSE 200 YDS. E., GO SW. AND
 MS0776'S. PASSING ALONG N. END OF A JUNIPER GROVE, THENCE SE. AND EMERGE FROM
 MS0776'S. END OF GROVE 2.9 MI. FROM PUMPING PLANT ABOVE, GO SE. 2 MI. AND
 MS0776'TURN S. AT FORK N., GO S. 0.2 MI. AND TAKE DIM T-RD. E., DRIVE 0.2 MI.
 MS0776'AND TAKE RIGHT FORK S. FROM BENCH TO BOTTOM TURNING E. BETWEEN SALT
 MS0776'FLATS AND RIDGE (S. OF RIDGE), CONTINUE FROM LAST FORK 2 MI. AND TURN
 MS0776'LEFT (N.) FROM RD., DRIVING N. AND E. 1.2 MI. TO STEEP LEDGE ON RIDGE.
 MS0776'FROM HERE CONTINUE E. TO BUTTE TOP 300 YDS. ON FOOT.
 MS0776'STATION MARK--STANDARD TABLET STAMPED---BUTTE 1939---, CEMENTED IN
 MS0776'SOLID ROCK.  THE STATION MARK OCCUPIES EXACT CENTER OF EXISTING CAIRN.
 MS0776'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---NO 1
 MS0776'1939---, CEMENTED IN SOLID ROCK, 11.92 FT. FROM STATION MARK 25
 MS0776'DEGREES 09 MINUTES EAST.
 MS0776'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED---NO 2
 MS0776'1939---, CEMENTED IN SOLID ROCK, 26.71 FT. FROM STATION MARK 244
 MS0776'DEGREES 35 MINUTES SW.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0605 ***********************************************************************
 LN0605  DESIGNATION -  BUTTE
 LN0605  PID         -  LN0605
 LN0605  STATE/COUNTY-  UT/UINTAH
 LN0605  COUNTRY     -  US
 LN0605  USGS QUAD   -  JENSEN RIDGE (2017)
 LN0605
 LN0605                         *CURRENT SURVEY CONTROL
 LN0605  ______________________________________________________________________
 LN0605* NAD 83(1994) POSITION- 40 32 48.87975(N) 109 16 54.81091(W)   ADJUSTED
 LN0605* NAVD 88 ORTHO HEIGHT -  1907.4   (meters)     6258.    (feet) VERTCON3
 LN0605  ______________________________________________________________________
 LN0605  GEOID HEIGHT    -        -15.880 (meters)                     GEOID18
 LN0605  LAPLACE CORR    -          3.10  (seconds)                    DEFLEC18
 LN0605  HORZ ORDER      -  SECOND
 LN0605
 LN0605.The horizontal coordinates were established by classical geodetic methods
 LN0605.and adjusted by the National Geodetic Survey in November 1997.
 LN0605
 LN0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0605
 LN0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0605.GEOID18 height accuracy estimate available here.
 LN0605
 LN0605.Click photographs - Photos may exist for this station.
 LN0605
 LN0605.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0605
 LN0605. The following values were computed from the NAD 83(1994) position.
 LN0605
 LN0605;                    North         East     Units Scale Factor Converg.
 LN0605;SPC UT C     - 2,248,085.744   687,869.256   MT  0.99997598   +1 25 15.1
 LN0605;SPC UT C     - 7,375,594.65  2,256,784.38   sFT  0.99997598   +1 25 15.1
 LN0605;UTM  12      - 4,489,880.092   645,483.889   MT  0.99986053   +1 07 01.5
 LN0605
 LN0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0605!SPC UT C     -   0.99970337  x   0.99997598  =   0.99967935
 LN0605!UTM  12      -   0.99970337  x   0.99986053  =   0.99956394
 LN0605
 LN0605:                Primary Azimuth Mark                     Grid Az
 LN0605:SPC UT C     -  BUTTE AZ MK                              280 32 46.8
 LN0605:UTM  12      -  BUTTE AZ MK                              280 51 00.4
 LN0605
 LN0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK4548389880(NAD 83)
 LN0605
 LN0605|---------------------------------------------------------------------|
 LN0605| PID    Reference Object                     Distance      Geod. Az  |
 LN0605|                                                           dddmmss.s |
 LN0605| CP4626 BUTTE RM 1                           12.087 METERS 24720     |
 LN0605| CP4625 BUTTE AZ MK                                        2815801.9 |
 LN0605| CP4627 BUTTE RM 2                           12.593 METERS 34319     |
 LN0605|---------------------------------------------------------------------|
 LN0605
 LN0605                          SUPERSEDED SURVEY CONTROL
 LN0605
 LN0605  NAD 83(1993)-  40 32 48.87810(N)    109 16 54.80769(W) AD(       ) 2
 LN0605  NAD 83(1986)-  40 32 48.86116(N)    109 16 54.79813(W) AD(       ) 2
 LN0605  NAD 27      -  40 32 49.00000(N)    109 16 52.32900(W) AD(       ) 2
 LN0605  NGVD 29 (07/19/86) 1906.2    (m)         6254.     (f) VERT ANG       
 LN0605
 LN0605.Superseded values are not recommended for survey control.
 LN0605
 LN0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0605.See file dsdata.pdf to determine how the superseded data were derived.
 LN0605
 LN0605_MARKER: DS = TRIANGULATION STATION DISK
 LN0605_SETTING: 80 = SET IN A BOULDER
 LN0605
 LN0605  HISTORY     - Date     Condition        Report By
 LN0605  HISTORY     - 1946     MONUMENTED       CGS
 LN0605
 LN0605                          STATION DESCRIPTION
 LN0605
 LN0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0605'STATION IS LOCATED NEAR THE HIGHEST POINT OF A PROMINENT
 LN0605'JUNIPER COVERED HILL WHICH DROPS OFF ABRUPTLY TO THE NORTHWEST
 LN0605'AND TO SOUTHEAST AND SLOPES GRADUALLY TO THE SOUTHWEST.  IT
 LN0605'IS IN A LARGE OPEN DESERT AREA UNDER THE RIM OF DIAMOND
 LN0605'MOUNTAIN PLATEAU, ABOUT 15 MILES AIRLINE NORTHEAST OF VERNAL.
 LN0605'AND 12 MILES AIRLINE NORTH AND EAST OF JENSEN.  AND 7 MILES
 LN0605'AIRLINE NORTHWEST OF ISLAND PARK, ON A RIDGE 7 PACES WEST
 LN0605'OF EAST SLOPE, 6 PACES SOUTH OF HIGHEST POINT, PROJECTS
 LN0605'APPROX. 8 INCHES, STAMPED BUTTE 1946.
 LN0605'
 LN0605'REFERENCE MARK NO. 1 IS APPROX. 14 INCHES LOWER THAN STATION,
 LN0605'PROJECTS APPROX. 8 INCHES, STAMPED BUTTE NO. 1 1946.
 LN0605'
 LN0605'REFERENCE MARK NO. 2 IS APPROX. 6 INCHES HIGHER THAN STATION,
 LN0605'3 PACES WEST OF EAST SLOPE OF RIDGE, PROJECTS APPROX. 4 INCHES,
 LN0605'STAMPED BUTTE NO. 2 1946.
 LN0605'
 LN0605'AZIMUTH MARK IS 3 PACES EAST OF CENTER LINE OF ROAD (POINT
 LN0605'WHERE ROAD BREAKS OVER RIDGE, PROJECTS APPROX. 10 INCHES,
 LN0605'STAMPED BUTTE 1946.
 LN0605'
 LN0605'TO REACH FROM VERNAL, GO NORTH ON STATE HIGHWAY NO. 44 FOR
 LN0605'0.5 MILE TO CROSSROAD.  TURN RIGHT (E) AND GO 5.15 MILES
 LN0605'TO FORK JUST AFTER CROSSING SMALL WOODEN BRIDGE.  TAKE LEFT
 LN0605'FORK, AND GO 6.0 MILES TO FORK AT TOP OF SMALL HILL.  TAKE
 LN0605'RIGHT FORK, AND GO 1.6 MILES TO FORK AT GATE.  TAKE RIGHT FORK,
 LN0605'AND GO 1.3 MILES TO FORK.  TAKE LEFT FORK CROSSING BRUSH CREEK
 LN0605'AND GO 0.7 MILE TO TRACK ROAD LEFT UP CANYON.  TURN LEFT ON
 LN0605'TRACK ROAD, AND GO 4.0 MILES TO FORK.  TAKE RIGHT FORK DOWN
 LN0605'HILL, AND GO 3.0 MILES TO TOP OF RIDGE.  KEEP THE MAIN
 LN0605'TRAVELED ROAD ALONG RIDGE FOR 1.1 MILE.  AT THIS POINT LEAVE
 LN0605'TRACK ROAD AND PICK ROUTE ACROSS COUNTRY FOR 0.6 MILE TO
 LN0605'SOUTHEAST END OF BUTTE AND END OF TRUCK TRAVEL.  HERE PACK
 LN0605'NORTHEAST ALONG RIDGE TO STATION AS DESCRIBED.  A 20
 LN0605'MINUTE PACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0846 ***********************************************************************
 LO0846  DESIGNATION -  BUTTE=10242
 LO0846  PID         -  LO0846
 LO0846  STATE/COUNTY-  UT/SALT LAKE
 LO0846  COUNTRY     -  US
 LO0846  USGS QUAD   -  MOUNT AIRE (2017)
 LO0846
 LO0846                         *CURRENT SURVEY CONTROL
 LO0846  ______________________________________________________________________
 LO0846* NAD 83(1994) POSITION- 40 40 15.00154(N) 111 40 58.02137(W)   ADJUSTED
 LO0846* NAVD 88 ORTHO HEIGHT -  3124.4   (meters)    10251.    (feet) VERTCON3
 LO0846  ______________________________________________________________________
 LO0846  GEOID HEIGHT    -        -15.694 (meters)                     GEOID18
 LO0846  LAPLACE CORR    -         13.04  (seconds)                    DEFLEC18
 LO0846  HORZ ORDER      -  THIRD
 LO0846
 LO0846.The horizontal coordinates were established by classical geodetic methods
 LO0846.and adjusted by the National Geodetic Survey in November 1997.
 LO0846
 LO0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0846
 LO0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0846.GEOID18 height accuracy estimate available here.
 LO0846
 LO0846.Click photographs - Photos may exist for this station.
 LO0846
 LO0846.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0846
 LO0846. The following values were computed from the NAD 83(1994) position.
 LO0846
 LO0846;                    North         East     Units Scale Factor Converg.
 LO0846;SPC UT C     - 2,259,532.972   484,545.135   MT  1.00000525   -0 07 01.5
 LO0846;SPC UT C     - 7,413,151.09  1,589,711.83   sFT  1.00000525   -0 07 01.5
 LO0846;UTM  12      - 4,502,441.629   442,291.910   MT  0.99964099   -0 26 42.0
 LO0846
 LO0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0846!SPC UT C     -   0.99951259  x   1.00000525  =   0.99951784
 LO0846!UTM  12      -   0.99951259  x   0.99964099  =   0.99915375
 LO0846
 LO0846:                Primary Azimuth Mark                     Grid Az
 LO0846:SPC UT C     -  VA 8620                                  349 14 35.3
 LO0846:UTM  12      -  VA 8620                                  349 34 15.8
 LO0846
 LO0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL4229102441(NAD 83)
 LO0846
 LO0846|---------------------------------------------------------------------|
 LO0846| PID    Reference Object                     Distance      Geod. Az  |
 LO0846|                                                           dddmmss.s |
 LO0846| LO0847 VA 8620                             APPROX. 5.6 KM 3490733.8 |
 LO0846|---------------------------------------------------------------------|
 LO0846
 LO0846                          SUPERSEDED SURVEY CONTROL
 LO0846
 LO0846  NAD 83(1993)-  40 40 15.00141(N)    111 40 58.02005(W) AD(       ) 3
 LO0846  NAD 83(1986)-  40 40 14.98866(N)    111 40 58.01169(W) AD(       ) 3
 LO0846  NAD 27      -  40 40 15.18020(N)    111 40 55.27291(W) AD(       ) 3
 LO0846  NGVD 29 (07/19/86) 3123.1    (m)        10246.     (f) VERT ANG       
 LO0846
 LO0846.Superseded values are not recommended for survey control.
 LO0846
 LO0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0846.See file dsdata.pdf to determine how the superseded data were derived.
 LO0846
 LO0846_MARKER: DB = BENCH MARK DISK
 LO0846_SETTING: 66 = SET IN ROCK OUTCROP
 LO0846_STAMPING: 10242 VA
 LO0846_MARK LOGO: USGS
 LO0846_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0846+STABILITY: POSITION/ELEVATION WELL
 LO0846
 LO0846  HISTORY     - Date     Condition        Report By
 LO0846  HISTORY     - 1954     MONUMENTED       USGS
 LO0846
 LO0846                          STATION DESCRIPTION
 LO0846
 LO0846'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LO0846'LOCATED ABOUT 10.0 MI. NW. OF BRIGHTON AND 10.0 MI. SE. OF SALT LAKE
 LO0846'CITY, AT HEAD OF VALLEY CONTAINING THE BUTTE FORK OF BIG COTTONWOOD
 LO0846'CREEK AND ON THE NE. END OF HIGHEST PEAK OF A LONG TOP.
 LO0846'
 LO0846'TO REACH FROM THE INTERSECTION OF 37TH STREET E. AND WASATCH BOULEVARD
 LO0846'IN SALT LAKE CITY, DRIVE E. ON MILL CREEK RD. FOR 4.5 MI. TO T-RD.,
 LO0846'TURN RIGHT, CROSSING BRIDGE AT A LOCKED GATE -KEY CAN BE OBTAINED FROM
 LO0846'THE GUARD STATION ABOUT 0.2 MI. FURTHER E. ON MILL CREEK RD. AND
 LO0846'CONTINUE E. ON MILL CREEK RD. AND CONTINUE ON MAIN RD. UP CANYON
 LO0846'PASSING ONE Y-RD. AND KEEPING TO THE RIGHT FOR 1.2 MI. PACK S. ALONG
 LO0846'TRAIL TO SADDLE AND FOLLOW RIDGE E. ABOUT 0.5 MI. TO HIGHEST POINT AND
 LO0846'STATION.  ABOUT 4 HOUR PACK.
 LO0846'
 LO0846'STATION MARK - EXISTING VABM TABLET STAMPED ---10242--- AND
 LO0846'ADDITIONALLY STAMPED ---BUTTE 1954--- CEMENTED IN LIMESTONE OUTCROP.
 LO0846'
 LO0846'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER IN TREE, 38.17 FT. FROM
 LO0846'STATION MARK, S 36 DEG 44 MIN W.
 LO0846'
 LO0846'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER IN TREE, 37.47 FT. FROM
 LO0846'STATION MARK, N 05 DEG 28 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0401 ***********************************************************************
 MR0401  DESIGNATION -  C
 MR0401  PID         -  MR0401
 MR0401  STATE/COUNTY-  UT/WEBER
 MR0401  COUNTRY     -  US
 MR0401  USGS QUAD   -  OGDEN (2017)
 MR0401
 MR0401                         *CURRENT SURVEY CONTROL
 MR0401  ______________________________________________________________________
 MR0401* NAD 83(1986) POSITION- 41 13 16.4    (N) 111 58 43.3    (W)   HD_HELD2
 MR0401* NAVD 88 ORTHO HEIGHT -  1311.946 (meters)     4304.28  (feet) ADJUSTED
 MR0401  ______________________________________________________________________
 MR0401  GEOID HEIGHT    -        -16.699 (meters)                     GEOID18
 MR0401  DYNAMIC HEIGHT  -       1310.947 (meters)     4301.00  (feet) COMP
 MR0401  MODELED GRAVITY -    979,817.6   (mgal)                       NAVD 88
 MR0401
 MR0401  VERT ORDER      -  FIRST     CLASS I
 MR0401
 MR0401.The horizontal coordinates were scaled from a map and have
 MR0401.an estimated accuracy of +/- 6 seconds.
 MR0401
 MR0401.The orthometric height was determined by differential leveling and
 MR0401.adjusted by the NATIONAL GEODETIC SURVEY
 MR0401.in June 1991.
 MR0401
 MR0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0401.GEOID18 height accuracy estimate available here.
 MR0401
 MR0401.Click photographs - Photos may exist for this station.
 MR0401
 MR0401.The dynamic height is computed by dividing the NAVD 88
 MR0401.geopotential number by the normal gravity value computed on the
 MR0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0401.degrees latitude (g = 980.6199 gals.).
 MR0401
 MR0401.The modeled gravity was interpolated from observed gravity values.
 MR0401
 MR0401;                    North         East    Units  Estimated Accuracy
 MR0401;SPC UT N     - 1,098,710.      459,862.      MT  (+/- 10 meters HH2 GPS)
 MR0401
 MR0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1796563777(NAD 83)
 MR0401
 MR0401                          SUPERSEDED SURVEY CONTROL
 MR0401
 MR0401  NGVD 29 (??/??/92) 1310.946  (m)         4301.00   (f) ADJ UNCH    1 1
 MR0401
 MR0401.Superseded values are not recommended for survey control.
 MR0401
 MR0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0401.See file dsdata.pdf to determine how the superseded data were derived.
 MR0401
 MR0401_MARKER: B = BOLT
 MR0401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0401_SP_SET: WALL
 MR0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0401
 MR0401  HISTORY     - Date     Condition        Report By
 MR0401  HISTORY     - 1903     MONUMENTED       CGS
 MR0401  HISTORY     - 19030502 GOOD             CGS
 MR0401  HISTORY     - 1953     GOOD             CGS
 MR0401  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0401
 MR0401                          STATION DESCRIPTION
 MR0401
 MR0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (RLL)
 MR0401'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) NORTH-NORTHEAST OF ROY,
 MR0401'4.8 MI (7.7 KM) NORTHEAST OF ROY PARK ADDITION SUBDIVISION AND IN THE
 MR0401'TOWN OF OGDEN, UT.
 MR0401
 MR0401                          STATION RECOVERY (1953)
 MR0401
 MR0401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 MR0401'IN OGDEN.
 MR0401'AT OGDEN, AT THE T JUNCTION OF 25TH. STREET AND WALL AVENUE, ACROSS
 MR0401'WALL AVENUE FROM UNION STATION, ON THE SOUTH SIDE OF AN ALLEY, AT THE
 MR0401'EARLE HOTEL (A BRICK AND STONE BUILDING), LEADED VERTICALLY IN THE
 MR0401'NORTH WALL, IN THE APPROXIMATE CENTER OF THE SECOND STONE FROM THE
 MR0401'BOTTOM, 0.9 FOOT EAST OF THE NORTHWEST CORNER, AND 4.6 FEET ABOVE THE
 MR0401'GROUND.
 MR0401
 MR0401                          STATION RECOVERY (1983)
 MR0401
 MR0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0401'THE BUILDING HAS BEEN TORN DOWN AND THE MARK SHOULD BE CONSIDERED
 MR0401'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DK9772 ***********************************************************************
 DK9772  HT_MOD      -  This is a Height Modernization Survey Station.
 DK9772  DESIGNATION -  C 1/4 S29 T43S R10W
 DK9772  PID         -  DK9772
 DK9772  STATE/COUNTY-  UT/WASHINGTON
 DK9772  COUNTRY     -  US
 DK9772  USGS QUAD   -  SMITHSONIAN BUTTE (2017)
 DK9772
 DK9772                         *CURRENT SURVEY CONTROL
 DK9772  ______________________________________________________________________
 DK9772* NAD 83(2011) POSITION- 37 01 05.07055(N) 113 00 26.69954(W)   ADJUSTED
 DK9772* NAD 83(2011) ELLIP HT-  1543.568 (meters)        (06/27/12)   ADJUSTED
 DK9772* NAD 83(2011) EPOCH   -  2010.00
 DK9772* NAVD 88 ORTHO HEIGHT -  1566.32  (meters)     5138.8   (feet) GPS OBS
 DK9772  ______________________________________________________________________
 DK9772  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DK9772  GEOID HEIGHT    -        -22.742 (meters)                     GEOID09
 DK9772  GEOID HEIGHT    -        -22.719 (meters)                     GEOID18
 DK9772  NAD 83(2011) X  - -1,993,343.499 (meters)                     COMP
 DK9772  NAD 83(2011) Y  - -4,694,333.442 (meters)                     COMP
 DK9772  NAD 83(2011) Z  -  3,819,924.317 (meters)                     COMP
 DK9772  LAPLACE CORR    -          9.60  (seconds)                    DEFLEC18
 DK9772
 DK9772  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK9772  Standards:
 DK9772         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK9772            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK9772  -------------------------------------------------------------------
 DK9772  NETWORK    0.87   2.14           0.39   0.30   1.09      0.23135269
 DK9772  -------------------------------------------------------------------
 DK9772  Click here for local accuracies and other accuracy information.
 DK9772
 DK9772.The horizontal coordinates were established by GPS observations
 DK9772.and adjusted by the National Geodetic Survey in June 2012.
 DK9772
 DK9772.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK9772.been affixed to the stable North American tectonic plate. See 
 DK9772.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK9772
 DK9772.The horizontal coordinates are valid at the epoch date displayed above
 DK9772.which is a decimal equivalence of Year/Month/Day.
 DK9772
 DK9772.The orthometric height was determined by GPS observations and a
 DK9772.high-resolution geoid model using precise GPS observation and
 DK9772.processing techniques.
 DK9772
 DK9772.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK9772.GEOID18 height accuracy estimate available here.
 DK9772
 DK9772.Click photographs - Photos may exist for this station.
 DK9772
 DK9772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK9772
 DK9772.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK9772
 DK9772.The ellipsoidal height was determined by GPS observations
 DK9772.and is referenced to NAD 83.
 DK9772
 DK9772. The following values were computed from the NAD 83(2011) position.
 DK9772
 DK9772;                    North         East     Units Scale Factor Converg.
 DK9772;SPC UT S     - 3,040,082.029   365,854.548   MT  1.00003998   -0 55 24.9
 DK9772;SPC UT S     - 9,974,002.46  1,200,307.80   sFT  1.00003998   -0 55 24.9
 DK9772;UTM  12      - 4,098,761.436   321,420.116   MT  0.99999288   -1 12 32.1
 DK9772
 DK9772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK9772!SPC UT S     -   0.99975782  x   1.00003998  =   0.99979779
 DK9772!UTM  12      -   0.99975782  x   0.99999288  =   0.99975071
 DK9772
 DK9772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF2142098761(NAD 83)
 DK9772
 DK9772                          SUPERSEDED SURVEY CONTROL
 DK9772
 DK9772  NAD 83(2007)-  37 01 05.06994(N)    113 00 26.69977(W) AD(2002.00) A
 DK9772  ELLIP H (02/17/09) 1543.576  (m)                       GP(2007.00) 4 1
 DK9772  NAVD 88 (02/17/09) 1566.27   (m)  GEOID03  model used  GPS OBS        
 DK9772
 DK9772.Superseded values are not recommended for survey control.
 DK9772
 DK9772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK9772.See file dsdata.pdf to determine how the superseded data were derived.
 DK9772
 DK9772_MARKER: DD = SURVEY DISK
 DK9772_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK9772+WITH SETTING: INTO GROUND
 DK9772_STAMPING: T43S R10W C 1/4 S29 1994
 DK9772_MARK LOGO: BLM
 DK9772_PROJECTION: PROJECTING 10 CENTIMETERS
 DK9772_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK9772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK9772+STABILITY: SURFACE MOTION
 DK9772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9772+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2008
 DK9772_ROD/PIPE-DEPTH: 0.8 meters
 DK9772
 DK9772  HISTORY     - Date     Condition        Report By
 DK9772  HISTORY     - 20080909 MONUMENTED       LOCENG
 DK9772
 DK9772                          STATION DESCRIPTION
 DK9772
 DK9772'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2008
 DK9772'THE STATION IS LOCATED ALONG THE NORTHERN BOUNDARY OF HILDALE, UTAH,
 DK9772'APPROXIMATELY 0.8 MI (1.3 KM) NORTH OF THE INTERSECTION OF UTAH STATE
 DK9772'ROUTE 59 AND MULBERRY STREET, ABOUT 2.4 AIRLINE MILES WEST NORTHWEST
 DK9772'FROM THE HILDALE CITY, UTAH, TOWN HALL, AND ABOUT 2.6 AIRLINE MILES
 DK9772'NORTHWEST FROM THE COLORADO CITY, ARIZONA, TOWN HALL.  IT LIES IN AN
 DK9772'EXTENSIVE AREA OF NATIVE BRUSH, SMALL CACTI, AND SCATTERED JUNIPER
 DK9772'TREES.
 DK9772'
 DK9772'OWNERSHIP--BUREAU OF LAND MANAGEMENT, UTAH STATE OFFICE, COLOR COUNTRY
 DK9772'DISTRICT, 176 EAST D.L.  SARGENT DR., CEDAR CITY, UTAH, 84721, PHONE
 DK9772'435-586-2401.
 DK9772'
 DK9772'TO REACH FROM THE INTERSECTION OF UTAH STATE ROUTE 59 AND MULBERRY
 DK9772'STREET (WHICH IS ABOUT 0.65 MI (1.0 KM) NORTHWEST ALONG SR59 FROM THE
 DK9772'UTAH/ARIZONA BORDER), PROCEED NORTH APPROXIMATELY 240 FT (73.2 M) TO A
 DK9772'CATTLE GUARD, THENCE NORTH ALONG A PRIVATE DIRT ROAD 0.5 MI (0.8 KM)
 DK9772'TO A GOVERNMENT BARBED WIRE FENCE AND WIRE STOCK GATE.  THE STATION
 DK9772'MAY THEN BE REACHED BY PROCEEDING NORTH 0.25 MI (0.4 KM) FROM THE
 DK9772'GOVERNMENT FENCE THROUGH BRUSH AND SCATTERED JUNIPER.  ALTERNATIVELY,
 DK9772'IT MAY BE REACHED BY PROCEEDING NORTHEASTERLY ALONG A DIRT JEEP TRAIL
 DK9772'0.35 MI (0.6 KM) FROM THE GOVERNMENT GATE TO THE INTERSECTION WITH
 DK9772'ANOTHER DIRT JEEP TRAIL, THENCE NORTHWESTERLY, THENCE SOUTHWESTERLY,
 DK9772'THENCE NORTHWESTERLY 0.25 MI (0.4 KM) ALONG THE JEEP TRAIL AND THROUGH
 DK9772'A SMALL WASH.  THE STATION THEN LIES DUE WEST APPROXIMATELY 435 FT
 DK9772'(132.6 M) THROUGH BRUSH AND SCATTERED JUNIPER.
 DK9772'
 DK9772'THE STATION IS THE TOP CENTER OF A 3.25 INCH (8 CM) DIAMETER ALUMINUM
 DK9772'CAP MOUNTED ON A 2 INCH (5 CM) DIAMETER (NOMINAL) PIPE.  THE TOP OF
 DK9772'THE CAP IS ELEVATED 3 TO 4 INCHES (10 CM) ABOVE THE NATIVE SANDY
 DK9772'GROUND SURFACE.  A PILE OF SANDSTONE BOULDERS, 1 FT (0.3 M) HIGH AND
 DK9772'2.5 FT (0.8 M) BY 3.5 FT (1.1 M) IN EXTENT WAS FOUND ALONG THE WEST
 DK9772'SIDE OF THE STATION.  NO PERMANENT, IDENTIFIABLE OBJECTS WERE FOUND IN
 DK9772'THE VICINITY OF THE STATION, OTHER THAN JUNIPER TREES.  MEASUREMENTS
 DK9772'TO THE THREE CLOSEST JUNIPER TREES ARE GIVEN BELOW (NOTE THAT NORTH
 DK9772'AZIMUTHS HAVE BEEN CORRECTED FOR LOCAL MAGNETIC DECLINATION).  15
 DK9772'DEGREES AZIMUTH, 78.1 FT (23.8 M) TO 6 INCH (15 CM) CALIPER TREE.  175
 DK9772'DEGREES AZIMUTH, 115.2 FT (35.1 M) TO 9 INCH (23 CM) CALIPER TREE.
 DK9772'315 DEGREES AZIMUTH, 67.4 FT (20.5 M) TO 8 INCH (20 CM) CALIPER TREE.
 DK9772'DESCRIBED BY SAM MUSSER (CANAAN PEAKS ENGINEERING).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0196 ***********************************************************************
 MS0196  DESIGNATION -  C 10
 MS0196  PID         -  MS0196
 MS0196  STATE/COUNTY-  UT/BOX ELDER
 MS0196  COUNTRY     -  US
 MS0196  USGS QUAD   -  ROZEL (2017)
 MS0196
 MS0196                         *CURRENT SURVEY CONTROL
 MS0196  ______________________________________________________________________
 MS0196* NAD 83(1986) POSITION- 41 36 05.04   (N) 112 41 46.08   (W)   HD_HELD1
 MS0196* NAVD 88 ORTHO HEIGHT -  1399.999 (meters)     4593.16  (feet) ADJUSTED
 MS0196  ______________________________________________________________________
 MS0196  GEOID HEIGHT    -        -15.877 (meters)                     GEOID18
 MS0196  DYNAMIC HEIGHT  -       1399.046 (meters)     4590.04  (feet) COMP
 MS0196  MODELED GRAVITY -    979,893.4   (mgal)                       NAVD 88
 MS0196
 MS0196  VERT ORDER      -  FIRST     CLASS II
 MS0196
 MS0196.The horizontal coordinates were determined by differentially corrected
 MS0196.hand held GPS observations or other comparable positioning techniques
 MS0196.and have an estimated accuracy of +/- 3 meters.
 MS0196
 MS0196.The orthometric height was determined by differential leveling and
 MS0196.adjusted by the NATIONAL GEODETIC SURVEY
 MS0196.in June 1991.
 MS0196
 MS0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0196.GEOID18 height accuracy estimate available here.
 MS0196
 MS0196.Click photographs - Photos may exist for this station.
 MS0196
 MS0196.The dynamic height is computed by dividing the NAVD 88
 MS0196.geopotential number by the normal gravity value computed on the
 MS0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0196.degrees latitude (g = 980.6199 gals.).
 MS0196
 MS0196.The modeled gravity was interpolated from observed gravity values.
 MS0196
 MS0196;                    North         East    Units  Estimated Accuracy
 MS0196;SPC UT N     - 1,141,507.7     400,289.0     MT  (+/- 3 meters HH1 GPS) 
 MS0196
 MS0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM5865406910(NAD 83)
 MS0196
 MS0196                          SUPERSEDED SURVEY CONTROL
 MS0196
 MS0196  NGVD 29 (??/??/92) 1398.990  (m)         4589.85   (f) ADJ UNCH    1 2
 MS0196
 MS0196.Superseded values are not recommended for survey control.
 MS0196
 MS0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0196.See file dsdata.pdf to determine how the superseded data were derived.
 MS0196
 MS0196_MARKER: P = PIPE CAP
 MS0196_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MS0196_STAMPING: C 10 1911 ELEV. 4589.853 FT.
 MS0196_MARK LOGO: CGS
 MS0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0196
 MS0196  HISTORY     - Date     Condition        Report By
 MS0196  HISTORY     - 1911     MONUMENTED       CGS
 MS0196  HISTORY     - 1953     GOOD             CGS
 MS0196
 MS0196                          STATION DESCRIPTION
 MS0196
 MS0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0196'10.4 MI W FROM PROMONTORY.
 MS0196'3.1 MILES SOUTHWEST ALONG A COUNTY GRAVELED ROAD FROM THE GOLDEN SPIKE
 MS0196'MONUMENT AT PROMONTORY, THENCE 7.3 MILES WEST ALONG A GRAVELED ROAD ON
 MS0196'THE ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED.  0.45 MILE
 MS0196'(17-3/4 POLES) SOUTHEAST OF MILEPOLE 762, DIRECTLY ACROSS THE ROAD
 MS0196'FROM A LONG OUTCROP OF BROKEN ROCK, 164 FEET SOUTH OF AND ACROSS THE
 MS0196'ROAD FROM A TELEPHONE POLE MARKED BY THE WHITE PAINTED LETTERS BM, 58
 MS0196'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTHEAST OF A
 MS0196'WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE ROAD, AND SCREWED ON TOP
 MS0196'OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0192 ***********************************************************************
 HM0192  DESIGNATION -  C 100
 HM0192  PID         -  HM0192
 HM0192  STATE/COUNTY-  UT/SAN JUAN
 HM0192  COUNTRY     -  US
 HM0192  USGS QUAD   -  BLACK MESA BUTTE (2017)
 HM0192
 HM0192                         *CURRENT SURVEY CONTROL
 HM0192  ______________________________________________________________________
 HM0192* NAD 83(1986) POSITION- 37 34 37.1    (N) 109 31 23.4    (W)   HD_HELD2
 HM0192* NAVD 88 ORTHO HEIGHT -  1747.214 (meters)     5732.32  (feet) ADJUSTED
 HM0192  ______________________________________________________________________
 HM0192  GEOID HEIGHT    -        -20.038 (meters)                     GEOID18
 HM0192  DYNAMIC HEIGHT  -       1745.163 (meters)     5725.59  (feet) COMP
 HM0192  MODELED GRAVITY -    979,395.0   (mgal)                       NAVD 88
 HM0192
 HM0192  VERT ORDER      -  FIRST     CLASS II
 HM0192
 HM0192.The horizontal coordinates were established by autonomous hand held GPS
 HM0192.observations and have an estimated accuracy of +/- 10 meters.
 HM0192
 HM0192.The orthometric height was determined by differential leveling and
 HM0192.adjusted by the NATIONAL GEODETIC SURVEY
 HM0192.in June 1991.
 HM0192
 HM0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0192.GEOID18 height accuracy estimate available here.
 HM0192
 HM0192.Click photographs - Photos may exist for this station.
 HM0192
 HM0192.The dynamic height is computed by dividing the NAVD 88
 HM0192.geopotential number by the normal gravity value computed on the
 HM0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0192.degrees latitude (g = 980.6199 gals.).
 HM0192
 HM0192.The modeled gravity was interpolated from observed gravity values.
 HM0192
 HM0192;                    North         East    Units  Estimated Accuracy
 HM0192;SPC UT S     - 3,102,874.      674,602.      MT  (+/- 10 meters HH2 GPS)
 HM0192
 HM0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3040759905(NAD 83)
 HM0192
 HM0192                          SUPERSEDED SURVEY CONTROL
 HM0192
 HM0192  NGVD 29 (??/??/92) 1746.145  (m)         5728.81   (f) ADJ UNCH    1 2
 HM0192
 HM0192.Superseded values are not recommended for survey control.
 HM0192
 HM0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0192.See file dsdata.pdf to determine how the superseded data were derived.
 HM0192
 HM0192_MARKER: DB = BENCH MARK DISK
 HM0192_SETTING: 66 = SET IN ROCK OUTCROP
 HM0192_STAMPING: C 100 1958
 HM0192_MARK LOGO: CGS
 HM0192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0192+STABILITY: POSITION/ELEVATION WELL
 HM0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0192+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2012
 HM0192
 HM0192  HISTORY     - Date     Condition        Report By
 HM0192  HISTORY     - 1958     MONUMENTED       CGS
 HM0192  HISTORY     - 1959     GOOD             CGS
 HM0192  HISTORY     - 1979     GOOD             NGS
 HM0192  HISTORY     - 20120906 GOOD             GEOCAC
 HM0192
 HM0192                          STATION DESCRIPTION
 HM0192
 HM0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0192'6.15 MI SW FROM BLANDING.
 HM0192'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0192'BLANDING, THENCE 2.25 MILES WEST ALONG STATE HIGHWAY 95, 0.05 MILE
 HM0192'EAST OF THE JUNCTION OF A GARVEL ROAD SOUTHWEST, ON THE WEST BANK OF A
 HM0192'WASH AND IN THE TOP OF A LARGE SANDSTONE OUTCROP WHICH PROJECTS ABOUT
 HM0192'1 FOOT, 99 FEET WEST OF THE NORTHEAST END OF A 36-INCH PIPE CULVERT,
 HM0192'53 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 93 FEET EAST OF
 HM0192'THE NORTH END OF A 24-INCH PIPE CULVERT, 4 FEET NORTH OF A WITNESS
 HM0192'POST, 3 FEET EAST OF A CAIRN AND ABOUT LEVEL WITH THE HIGHWAY.
 HM0192
 HM0192                          STATION RECOVERY (1979)
 HM0192
 HM0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0192'RECOVERED IN GOOD CONDITION.
 HM0192
 HM0192                          STATION RECOVERY (2012)
 HM0192
 HM0192'RECOVERY NOTE BY GEOCACHING 2012 (BA)
 HM0192'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0059 ***********************************************************************
 LO0059  DESIGNATION -  C 101
 LO0059  PID         -  LO0059
 LO0059  STATE/COUNTY-  UT/DUCHESNE
 LO0059  COUNTRY     -  US
 LO0059  USGS QUAD   -  TALMAGE (2017)
 LO0059
 LO0059                         *CURRENT SURVEY CONTROL
 LO0059  ______________________________________________________________________
 LO0059* NAD 83(1986) POSITION- 40 17 01.     (N) 110 29 27.     (W)   SCALED
 LO0059* NAVD 88 ORTHO HEIGHT -  1830.652 (meters)     6006.06  (feet) ADJUSTED
 LO0059  ______________________________________________________________________
 LO0059  GEOID HEIGHT    -        -16.493 (meters)                     GEOID18
 LO0059  DYNAMIC HEIGHT  -       1828.813 (meters)     6000.03  (feet) COMP
 LO0059  MODELED GRAVITY -    979,557.7   (mgal)                       NAVD 88
 LO0059
 LO0059  VERT ORDER      -  SECOND    CLASS 0
 LO0059
 LO0059.The horizontal coordinates were scaled from a map and have
 LO0059.an estimated accuracy of +/- 6 seconds.
 LO0059
 LO0059.The orthometric height was determined by differential leveling and
 LO0059.adjusted by the NATIONAL GEODETIC SURVEY
 LO0059.in June 1991.
 LO0059
 LO0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0059.GEOID18 height accuracy estimate available here.
 LO0059
 LO0059.Click photographs - Photos may exist for this station.
 LO0059
 LO0059.The dynamic height is computed by dividing the NAVD 88
 LO0059.geopotential number by the normal gravity value computed on the
 LO0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0059.degrees latitude (g = 980.6199 gals.).
 LO0059
 LO0059.The modeled gravity was interpolated from observed gravity values.
 LO0059
 LO0059;                    North         East    Units  Estimated Accuracy
 LO0059;SPC UT C     - 2,217,000.      585,810.      MT  (+/- 180 meters Scaled)
 LO0059
 LO0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK432593(NAD 83)
 LO0059
 LO0059                          SUPERSEDED SURVEY CONTROL
 LO0059
 LO0059  NGVD 29 (??/??/92) 1829.284  (m)         6001.58   (f) ADJ UNCH    2 0
 LO0059
 LO0059.Superseded values are not recommended for survey control.
 LO0059
 LO0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0059.See file dsdata.pdf to determine how the superseded data were derived.
 LO0059
 LO0059_MARKER: DB = BENCH MARK DISK
 LO0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0059_SP_SET: CULVERT
 LO0059_STAMPING: C 101 1962
 LO0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0059
 LO0059  HISTORY     - Date     Condition        Report By
 LO0059  HISTORY     - 1962     MONUMENTED       CGS
 LO0059
 LO0059                          STATION DESCRIPTION
 LO0059
 LO0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0059'14.2 MI SE FROM TABIONA.
 LO0059'14.2 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0059'TABIONA, 12.85 MILES NORTHWEST OF DUCHESNE, IN THE TOP OF THE NORTH
 LO0059'EDGE OF A LARGE OUTCROPPING BOULDER IN THE MOUTH OF A CANYON, 32 FEET
 LO0059'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 22 FEET SOUTH-SOUTHEAST OF
 LO0059'THE SOUTH END OF AN 18-INCH PIPE CULVERT, 3.0 FEET SOUTHWEST OF A
 LO0059'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND 0.8 FOOT ABOVE THE
 LO0059'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0358 ***********************************************************************
 LN0358  DESIGNATION -  C 102
 LN0358  PID         -  LN0358
 LN0358  STATE/COUNTY-  UT/DAGGETT
 LN0358  COUNTRY     -  US
 LN0358  USGS QUAD   -  FLAMING GORGE (2017)
 LN0358
 LN0358                         *CURRENT SURVEY CONTROL
 LN0358  ______________________________________________________________________
 LN0358* NAD 83(1986) POSITION- 40 59 13.     (N) 109 35 18.     (W)   SCALED
 LN0358* NAVD 88 ORTHO HEIGHT -  1786.923 (meters)     5862.60  (feet) ADJUSTED
 LN0358  ______________________________________________________________________
 LN0358  GEOID HEIGHT    -        -14.281 (meters)                     GEOID18
 LN0358  DYNAMIC HEIGHT  -       1785.297 (meters)     5857.26  (feet) COMP
 LN0358  MODELED GRAVITY -    979,651.9   (mgal)                       NAVD 88
 LN0358
 LN0358  VERT ORDER      -  SECOND    CLASS 0
 LN0358
 LN0358.The horizontal coordinates were scaled from a map and have
 LN0358.an estimated accuracy of +/- 6 seconds.
 LN0358
 LN0358.The orthometric height was determined by differential leveling and
 LN0358.adjusted by the NATIONAL GEODETIC SURVEY
 LN0358.in June 1991.
 LN0358
 LN0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0358.GEOID18 height accuracy estimate available here.
 LN0358
 LN0358.Click photographs - Photos may exist for this station.
 LN0358
 LN0358.The dynamic height is computed by dividing the NAVD 88
 LN0358.geopotential number by the normal gravity value computed on the
 LN0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0358.degrees latitude (g = 980.6199 gals.).
 LN0358
 LN0358.The modeled gravity was interpolated from observed gravity values.
 LN0358
 LN0358;                    North         East    Units  Estimated Accuracy
 LN0358;SPC UT N     - 1,074,350.      660,850.      MT  (+/- 180 meters Scaled)
 LN0358
 LN0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL187382(NAD 83)
 LN0358
 LN0358                          SUPERSEDED SURVEY CONTROL
 LN0358
 LN0358  NGVD 29 (??/??/92) 1785.626  (m)         5858.34   (f) ADJ UNCH    2 0
 LN0358
 LN0358.Superseded values are not recommended for survey control.
 LN0358
 LN0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0358.See file dsdata.pdf to determine how the superseded data were derived.
 LN0358
 LN0358_MARKER: DB = BENCH MARK DISK
 LN0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0358_STAMPING: C 102 1962
 LN0358_MARK LOGO: CGS
 LN0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0358+STABILITY: SURFACE MOTION
 LN0358
 LN0358  HISTORY     - Date     Condition        Report By
 LN0358  HISTORY     - 1962     MONUMENTED       CGS
 LN0358
 LN0358                          STATION DESCRIPTION
 LN0358
 LN0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0358'4.0 MI SE FROM LINWOOD.
 LN0358'4.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0358'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, 72 FEET NORTH OF THE
 LN0358'CENTER OF THE JUNCTION OF A TRACK ROAD NORTH-NORTHEAST, 34 FEET
 LN0358'NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTHEAST OF A
 LN0358'WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF
 LN0358'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0232 ***********************************************************************
 LN0232  DESIGNATION -  C 103
 LN0232  PID         -  LN0232
 LN0232  STATE/COUNTY-  UT/DAGGETT
 LN0232  COUNTRY     -  US
 LN0232  USGS QUAD   -  CLAY BASIN (2017)
 LN0232
 LN0232                         *CURRENT SURVEY CONTROL
 LN0232  ______________________________________________________________________
 LN0232* NAD 83(1986) POSITION- 40 56 20.     (N) 109 08 53.     (W)   SCALED
 LN0232* NAVD 88 ORTHO HEIGHT -  2068.739 (meters)     6787.19  (feet) ADJUSTED
 LN0232  ______________________________________________________________________
 LN0232  GEOID HEIGHT    -        -14.073 (meters)                     GEOID18
 LN0232  DYNAMIC HEIGHT  -       2066.927 (meters)     6781.24  (feet) COMP
 LN0232  MODELED GRAVITY -    979,673.2   (mgal)                       NAVD 88
 LN0232
 LN0232  VERT ORDER      -  SECOND    CLASS 0
 LN0232
 LN0232.The horizontal coordinates were scaled from a map and have
 LN0232.an estimated accuracy of +/- 6 seconds.
 LN0232
 LN0232.The orthometric height was determined by differential leveling and
 LN0232.adjusted by the NATIONAL GEODETIC SURVEY
 LN0232.in June 1991.
 LN0232
 LN0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0232.GEOID18 height accuracy estimate available here.
 LN0232
 LN0232.Click photographs - Photos may exist for this station.
 LN0232
 LN0232.The dynamic height is computed by dividing the NAVD 88
 LN0232.geopotential number by the normal gravity value computed on the
 LN0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0232.degrees latitude (g = 980.6199 gals.).
 LN0232
 LN0232.The modeled gravity was interpolated from observed gravity values.
 LN0232
 LN0232;                    North         East    Units  Estimated Accuracy
 LN0232;SPC UT N     - 1,069,930.      698,030.      MT  (+/- 180 meters Scaled)
 LN0232
 LN0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL558336(NAD 83)
 LN0232
 LN0232                          SUPERSEDED SURVEY CONTROL
 LN0232
 LN0232  NGVD 29 (??/??/92) 2067.524  (m)         6783.20   (f) ADJ UNCH    2 0
 LN0232
 LN0232.Superseded values are not recommended for survey control.
 LN0232
 LN0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0232.See file dsdata.pdf to determine how the superseded data were derived.
 LN0232
 LN0232_MARKER: DB = BENCH MARK DISK
 LN0232_SETTING: 80 = SET IN A BOULDER
 LN0232_STAMPING: C 103 1962
 LN0232_MARK LOGO: CGS
 LN0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0232+STABILITY: SURFACE MOTION
 LN0232
 LN0232  HISTORY     - Date     Condition        Report By
 LN0232  HISTORY     - 1962     MONUMENTED       CGS
 LN0232
 LN0232                          STATION DESCRIPTION
 LN0232
 LN0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0232'32.2 MI E FROM LINWOOD.
 LN0232'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0232'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 27.2 MILES
 LN0232'EAST ALONG CLAY BASIN ROAD, SET VERTICALLY IN THE SOUTH FACE OF A
 LN0232'LARGE BOULDER AT THE MOUTH OF A SMALL WASH, 17 FEET NORTHEAST OF THE
 LN0232'CENTER LINE OF THE ROAD, 10 FEET WEST OF A LARGE JUNIPER TREE, 6 FEET
 LN0232'NORTHWEST OF THE CENTER OF A WASH, ABOUT 3 FEET HIGHER THAN THE ROAD,
 LN0232'AND 2.1 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0073 ***********************************************************************
 LO0073  DESIGNATION -  C 104
 LO0073  PID         -  LO0073
 LO0073  STATE/COUNTY-  UT/DUCHESNE
 LO0073  COUNTRY     -  US
 LO0073  USGS QUAD   -  FRUITLAND (2017)
 LO0073
 LO0073                         *CURRENT SURVEY CONTROL
 LO0073  ______________________________________________________________________
 LO0073* NAD 83(1986) POSITION- 40 12 35.     (N) 110 45 47.     (W)   SCALED
 LO0073* NAVD 88 ORTHO HEIGHT -  1956.932 (meters)     6420.37  (feet) ADJUSTED
 LO0073  ______________________________________________________________________
 LO0073  GEOID HEIGHT    -        -16.197 (meters)                     GEOID18
 LO0073  DYNAMIC HEIGHT  -       1954.954 (meters)     6413.88  (feet) COMP
 LO0073  MODELED GRAVITY -    979,545.4   (mgal)                       NAVD 88
 LO0073
 LO0073  VERT ORDER      -  SECOND    CLASS 0
 LO0073
 LO0073.The horizontal coordinates were scaled from a map and have
 LO0073.an estimated accuracy of +/- 6 seconds.
 LO0073
 LO0073.The orthometric height was determined by differential leveling and
 LO0073.adjusted by the NATIONAL GEODETIC SURVEY
 LO0073.in June 1991.
 LO0073
 LO0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0073.GEOID18 height accuracy estimate available here.
 LO0073
 LO0073.Click photographs - Photos may exist for this station.
 LO0073
 LO0073.The dynamic height is computed by dividing the NAVD 88
 LO0073.geopotential number by the normal gravity value computed on the
 LO0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0073.degrees latitude (g = 980.6199 gals.).
 LO0073
 LO0073.The modeled gravity was interpolated from observed gravity values.
 LO0073
 LO0073;                    North         East    Units  Estimated Accuracy
 LO0073;SPC UT C     - 2,208,580.      562,730.      MT  (+/- 180 meters Scaled)
 LO0073
 LO0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK201510(NAD 83)
 LO0073
 LO0073                          SUPERSEDED SURVEY CONTROL
 LO0073
 LO0073  NGVD 29 (??/??/92) 1955.584  (m)         6415.95   (f) ADJ UNCH    2 0
 LO0073
 LO0073.Superseded values are not recommended for survey control.
 LO0073
 LO0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0073.See file dsdata.pdf to determine how the superseded data were derived.
 LO0073
 LO0073_MARKER: DB = BENCH MARK DISK
 LO0073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0073_SP_SET: ABUTMENT
 LO0073_STAMPING: C 104 1962
 LO0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0073
 LO0073  HISTORY     - Date     Condition        Report By
 LO0073  HISTORY     - 1962     MONUMENTED       CGS
 LO0073
 LO0073                          STATION DESCRIPTION
 LO0073
 LO0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0073'4.65 MI E FROM FRUITLAND.
 LO0073'4.65 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LO0073'FRUITLAND, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 LO0073'ABUTMENT OF A CONCRETE BRIDGE OVER SAND WASH RIVER, 21 FEET NORTHWEST
 LO0073'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0287 ***********************************************************************
 LO0287  DESIGNATION -  C 105
 LO0287  PID         -  LO0287
 LO0287  STATE/COUNTY-  UT/SUMMIT
 LO0287  COUNTRY     -  US
 LO0287  USGS QUAD   -  FRANCIS (2017)
 LO0287
 LO0287                         *CURRENT SURVEY CONTROL
 LO0287  ______________________________________________________________________
 LO0287* NAD 83(1986) POSITION- 40 36 38.     (N) 111 15 45.     (W)   SCALED
 LO0287* NAVD 88 ORTHO HEIGHT -  2016.576 (meters)     6616.05  (feet) ADJUSTED
 LO0287  ______________________________________________________________________
 LO0287  GEOID HEIGHT    -        -15.017 (meters)                     GEOID18
 LO0287  DYNAMIC HEIGHT  -       2014.656 (meters)     6609.75  (feet) COMP
 LO0287  MODELED GRAVITY -    979,600.5   (mgal)                       NAVD 88
 LO0287
 LO0287  VERT ORDER      -  SECOND    CLASS 0
 LO0287
 LO0287.The horizontal coordinates were scaled from a map and have
 LO0287.an estimated accuracy of +/- 6 seconds.
 LO0287
 LO0287.The orthometric height was determined by differential leveling and
 LO0287.adjusted by the NATIONAL GEODETIC SURVEY
 LO0287.in June 1991.
 LO0287
 LO0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0287.GEOID18 height accuracy estimate available here.
 LO0287
 LO0287.Click photographs - Photos may exist for this station.
 LO0287
 LO0287.The dynamic height is computed by dividing the NAVD 88
 LO0287.geopotential number by the normal gravity value computed on the
 LO0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0287.degrees latitude (g = 980.6199 gals.).
 LO0287
 LO0287.The modeled gravity was interpolated from observed gravity values.
 LO0287
 LO0287;                    North         East    Units  Estimated Accuracy
 LO0287;SPC UT N     - 1,030,810.      520,100.      MT  (+/- 180 meters Scaled)
 LO0287
 LO0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK777955(NAD 83)
 LO0287
 LO0287                          SUPERSEDED SURVEY CONTROL
 LO0287
 LO0287  NGVD 29 (??/??/92) 2015.287  (m)         6611.82   (f) ADJ UNCH    2 0
 LO0287
 LO0287.Superseded values are not recommended for survey control.
 LO0287
 LO0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0287.See file dsdata.pdf to determine how the superseded data were derived.
 LO0287
 LO0287_MARKER: DB = BENCH MARK DISK
 LO0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0287_STAMPING: C 105 1962
 LO0287_MARK LOGO: CGS
 LO0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0287+STABILITY: SURFACE MOTION
 LO0287
 LO0287  HISTORY     - Date     Condition        Report By
 LO0287  HISTORY     - 1962     MONUMENTED       CGS
 LO0287  HISTORY     - 20101211 MARK NOT FOUND   GEOCAC
 LO0287
 LO0287                          STATION DESCRIPTION
 LO0287
 LO0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0287'0.95 MI E FROM FRANCIS.
 LO0287'0.95 MILE EAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0287'HIGHWAY 189 AT FRANCIS, 0.05 MILE WEST OF THE JUNCTION OF A PAVED
 LO0287'ROAD, 22 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 23 FEET WEST OF
 LO0287'A SPEED LIMIT SIGN, 12 FEET SOUTH OF A FENCE, 2 FEET EAST OF A
 LO0287'TELEPHONE POLE, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT LOWER
 LO0287'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 LO0287'FOOT ABOVE THE GROUND.
 LO0287
 LO0287                          STATION RECOVERY (2010)
 LO0287
 LO0287'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 LO0287'ROAD HAS BEEN WIDENED AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0268 ***********************************************************************
 LO0268  DESIGNATION -  C 106
 LO0268  PID         -  LO0268
 LO0268  STATE/COUNTY-  UT/WASATCH
 LO0268  COUNTRY     -  US
 LO0268  USGS QUAD   -  SOAPSTONE BASIN (2017)
 LO0268
 LO0268                         *CURRENT SURVEY CONTROL
 LO0268  ______________________________________________________________________
 LO0268* NAD 83(1986) POSITION- 40 31 00.     (N) 111 04 27.     (W)   SCALED
 LO0268* NAVD 88 ORTHO HEIGHT -  2413.354 (meters)     7917.81  (feet) ADJUSTED
 LO0268  ______________________________________________________________________
 LO0268  GEOID HEIGHT    -        -14.206 (meters)                     GEOID18
 LO0268  DYNAMIC HEIGHT  -       2410.852 (meters)     7909.60  (feet) COMP
 LO0268  MODELED GRAVITY -    979,501.3   (mgal)                       NAVD 88
 LO0268
 LO0268  VERT ORDER      -  SECOND    CLASS 0
 LO0268
 LO0268.The horizontal coordinates were scaled from a map and have
 LO0268.an estimated accuracy of +/- 6 seconds.
 LO0268
 LO0268.The orthometric height was determined by differential leveling and
 LO0268.adjusted by the NATIONAL GEODETIC SURVEY
 LO0268.in June 1991.
 LO0268
 LO0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0268.GEOID18 height accuracy estimate available here.
 LO0268
 LO0268.Click photographs - Photos may exist for this station.
 LO0268
 LO0268.The dynamic height is computed by dividing the NAVD 88
 LO0268.geopotential number by the normal gravity value computed on the
 LO0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0268.degrees latitude (g = 980.6199 gals.).
 LO0268
 LO0268.The modeled gravity was interpolated from observed gravity values.
 LO0268
 LO0268;                    North         East    Units  Estimated Accuracy
 LO0268;SPC UT C     - 2,242,480.      536,090.      MT  (+/- 180 meters Scaled)
 LO0268
 LO0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK937851(NAD 83)
 LO0268
 LO0268                          SUPERSEDED SURVEY CONTROL
 LO0268
 LO0268  NGVD 29 (??/??/92) 2411.918  (m)         7913.10   (f) ADJ UNCH    2 0
 LO0268
 LO0268.Superseded values are not recommended for survey control.
 LO0268
 LO0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0268.See file dsdata.pdf to determine how the superseded data were derived.
 LO0268
 LO0268_MARKER: DB = BENCH MARK DISK
 LO0268_SETTING: 66 = SET IN ROCK OUTCROP
 LO0268_STAMPING: C 106 1962
 LO0268_MARK LOGO: CGS
 LO0268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0268+STABILITY: POSITION/ELEVATION WELL
 LO0268
 LO0268  HISTORY     - Date     Condition        Report By
 LO0268  HISTORY     - 1962     MONUMENTED       CGS
 LO0268  HISTORY     - 1972     MARK NOT FOUND   USGS
 LO0268
 LO0268                          STATION DESCRIPTION
 LO0268
 LO0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0268'15.4 MI SE FROM FRANCIS.
 LO0268'15.4 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0268'HIGHWAY 189 AT FRANCIS, SET VERTICALLY IN THE SOUTH FACE OF AN
 LO0268'OUTCROP, 15 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 4 1/2
 LO0268'FEET HIGHER THAN THE HIGHWAY, AND 0.8 FOOT ABOVE THE GROUND.
 LO0268
 LO0268                          STATION RECOVERY (1972)
 LO0268
 LO0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 LO0268'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0307 ***********************************************************************
 LO0307  DESIGNATION -  C 107
 LO0307  PID         -  LO0307
 LO0307  STATE/COUNTY-  UT/SUMMIT
 LO0307  COUNTRY     -  US
 LO0307  USGS QUAD   -  WANSHIP (2017)
 LO0307
 LO0307                         *CURRENT SURVEY CONTROL
 LO0307  ______________________________________________________________________
 LO0307* NAD 83(1986) POSITION- 40 46 48.     (N) 111 24 32.     (W)   SCALED
 LO0307* NAVD 88 ORTHO HEIGHT -  1850.275 (meters)     6070.44  (feet) ADJUSTED
 LO0307  ______________________________________________________________________
 LO0307  GEOID HEIGHT    -        -15.658 (meters)                     GEOID18
 LO0307  DYNAMIC HEIGHT  -       1848.580 (meters)     6064.88  (feet) COMP
 LO0307  MODELED GRAVITY -    979,643.1   (mgal)                       NAVD 88
 LO0307
 LO0307  VERT ORDER      -  SECOND    CLASS 0
 LO0307
 LO0307.The horizontal coordinates were scaled from a map and have
 LO0307.an estimated accuracy of +/- 6 seconds.
 LO0307
 LO0307.The orthometric height was determined by differential leveling and
 LO0307.adjusted by the NATIONAL GEODETIC SURVEY
 LO0307.in June 1991.
 LO0307
 LO0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0307.GEOID18 height accuracy estimate available here.
 LO0307
 LO0307.Click photographs - Photos may exist for this station.
 LO0307
 LO0307.The dynamic height is computed by dividing the NAVD 88
 LO0307.geopotential number by the normal gravity value computed on the
 LO0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0307.degrees latitude (g = 980.6199 gals.).
 LO0307
 LO0307.The modeled gravity was interpolated from observed gravity values.
 LO0307
 LO0307;                    North         East    Units  Estimated Accuracy
 LO0307;SPC UT N     - 1,049,610.      507,690.      MT  (+/- 180 meters Scaled)
 LO0307
 LO0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL654144(NAD 83)
 LO0307
 LO0307                          SUPERSEDED SURVEY CONTROL
 LO0307
 LO0307  NGVD 29 (??/??/92) 1849.000  (m)         6066.26   (f) ADJ UNCH    2 0
 LO0307
 LO0307.Superseded values are not recommended for survey control.
 LO0307
 LO0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0307.See file dsdata.pdf to determine how the superseded data were derived.
 LO0307
 LO0307_MARKER: DB = BENCH MARK DISK
 LO0307_SETTING: 66 = SET IN ROCK OUTCROP
 LO0307_STAMPING: C 107 1962
 LO0307_MARK LOGO: CGS
 LO0307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0307+STABILITY: POSITION/ELEVATION WELL
 LO0307
 LO0307  HISTORY     - Date     Condition        Report By
 LO0307  HISTORY     - 1962     MONUMENTED       CGS
 LO0307
 LO0307                          STATION DESCRIPTION
 LO0307
 LO0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0307'2.2 MI S FROM WANSHIP.
 LO0307'2.2 MILES SOUTH ALONG U.S. HIGHWAY 189 FROM THE LATTER DAY SAINTS
 LO0307'CHURCH AT WANSHIP, SET VERTICALLY IN THE NORTHEAST FACE OF A LARGE
 LO0307'OUTCROP, 26 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 LO0307'FOOT LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0020 ***********************************************************************
 JN0020  DESIGNATION -  C 111
 JN0020  PID         -  JN0020
 JN0020  STATE/COUNTY-  UT/WAYNE
 JN0020  COUNTRY     -  US
 JN0020  USGS QUAD   -  STEAMBOAT POINT (2017)
 JN0020
 JN0020                         *CURRENT SURVEY CONTROL
 JN0020  ______________________________________________________________________
 JN0020* NAD 83(1986) POSITION- 38 22 09.0    (N) 110 49 08.4    (W)   HD_HELD2
 JN0020* NAVD 88 ORTHO HEIGHT -  1354.279 (meters)     4443.16  (feet) ADJUSTED
 JN0020  ______________________________________________________________________
 JN0020  GEOID HEIGHT    -        -20.220 (meters)                     GEOID18
 JN0020  DYNAMIC HEIGHT  -       1352.882 (meters)     4438.58  (feet) COMP
 JN0020  MODELED GRAVITY -    979,550.8   (mgal)                       NAVD 88
 JN0020
 JN0020  VERT ORDER      -  FIRST     CLASS II
 JN0020
 JN0020.The horizontal coordinates were established by autonomous hand held GPS
 JN0020.observations and have an estimated accuracy of +/- 10 meters.
 JN0020
 JN0020.The orthometric height was determined by differential leveling and
 JN0020.adjusted by the NATIONAL GEODETIC SURVEY
 JN0020.in June 1991.
 JN0020
 JN0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0020.GEOID18 height accuracy estimate available here.
 JN0020
 JN0020.Click photographs - Photos may exist for this station.
 JN0020
 JN0020.The dynamic height is computed by dividing the NAVD 88
 JN0020.geopotential number by the normal gravity value computed on the
 JN0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0020.degrees latitude (g = 980.6199 gals.).
 JN0020
 JN0020.The modeled gravity was interpolated from observed gravity values.
 JN0020
 JN0020;                    North         East    Units  Estimated Accuracy
 JN0020;SPC UT S     - 3,189,172.      559,512.      MT  (+/- 10 meters HH2 GPS)
 JN0020
 JN0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH1581146791(NAD 83)
 JN0020
 JN0020                          SUPERSEDED SURVEY CONTROL
 JN0020
 JN0020  NGVD 29 (??/??/92) 1353.226  (m)         4439.71   (f) ADJ UNCH    1 2
 JN0020
 JN0020.Superseded values are not recommended for survey control.
 JN0020
 JN0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0020.See file dsdata.pdf to determine how the superseded data were derived.
 JN0020
 JN0020_MARKER: DB = BENCH MARK DISK
 JN0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0020_STAMPING: C 111 1958
 JN0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0020+STABILITY: SURFACE MOTION
 JN0020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0020+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2009
 JN0020
 JN0020  HISTORY     - Date     Condition        Report By
 JN0020  HISTORY     - 1958     MONUMENTED       CGS
 JN0020  HISTORY     - 20091228 GOOD             GEOCAC
 JN0020
 JN0020                          STATION DESCRIPTION
 JN0020
 JN0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0020'7.5 MI W FROM HANKSVILLE.
 JN0020'7.5 MILES WEST ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0020'HANKSVILLE, 0.18 MILE WEST OF A BRIDGE OVER A DEEP WASH, AT A SUMMIT,
 JN0020'42 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3.5 FEET NORTH OF
 JN0020'A WITNESS POST, LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 JN0020'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 JN0020
 JN0020                          STATION RECOVERY (2009)
 JN0020
 JN0020'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JN0020'STATION IS ALONG THE OLD ROADWAY WHICH IS 0.10 MI NORTH OF UT 24.
 JN0020'FROM THE ABEAM POINT ON UT 24 TRAVEL WEST ABOUT ONE QUARTER OF A MILE,
 JN0020'TURN LEFT (NORTH) ON A DIRT TRACK FOR ABOUT 1OO METERS, THEN TURN
 JN0020'RIGHT ONTO THE OLD ROADBED FOR ABOUT 1200 FEET TO THE STATION ON THE
 JN0020'RIGHT.  POST NOW PROTRUDES ABOUT ONE FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0092 ***********************************************************************
 JN0092  DESIGNATION -  C 112
 JN0092  PID         -  JN0092
 JN0092  STATE/COUNTY-  UT/WAYNE
 JN0092  COUNTRY     -  US
 JN0092  USGS QUAD   -  SKYLINE RIM (2017)
 JN0092
 JN0092                         *CURRENT SURVEY CONTROL
 JN0092  ______________________________________________________________________
 JN0092* NAD 83(1986) POSITION- 38 22 46.     (N) 110 49 51.     (W)   SCALED
 JN0092* NAVD 88 ORTHO HEIGHT -  1350.790 (meters)     4431.72  (feet) ADJUSTED
 JN0092  ______________________________________________________________________
 JN0092  GEOID HEIGHT    -        -20.176 (meters)                     GEOID18
 JN0092  DYNAMIC HEIGHT  -       1349.397 (meters)     4427.15  (feet) COMP
 JN0092  MODELED GRAVITY -    979,551.8   (mgal)                       NAVD 88
 JN0092
 JN0092  VERT ORDER      -  FIRST     CLASS II
 JN0092
 JN0092.The horizontal coordinates were scaled from a map and have
 JN0092.an estimated accuracy of +/- 6 seconds.
 JN0092
 JN0092.The orthometric height was determined by differential leveling and
 JN0092.adjusted by the NATIONAL GEODETIC SURVEY
 JN0092.in June 1991.
 JN0092
 JN0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0092.GEOID18 height accuracy estimate available here.
 JN0092
 JN0092.Click photographs - Photos may exist for this station.
 JN0092
 JN0092.The dynamic height is computed by dividing the NAVD 88
 JN0092.geopotential number by the normal gravity value computed on the
 JN0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0092.degrees latitude (g = 980.6199 gals.).
 JN0092
 JN0092.The modeled gravity was interpolated from observed gravity values.
 JN0092
 JN0092;                    North         East    Units  Estimated Accuracy
 JN0092;SPC UT S     - 3,190,310.      558,470.      MT  (+/- 180 meters Scaled)
 JN0092
 JN0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH147479(NAD 83)
 JN0092
 JN0092                          SUPERSEDED SURVEY CONTROL
 JN0092
 JN0092  NGVD 29 (??/??/92) 1349.734  (m)         4428.25   (f) ADJ UNCH    1 2
 JN0092
 JN0092.Superseded values are not recommended for survey control.
 JN0092
 JN0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0092.See file dsdata.pdf to determine how the superseded data were derived.
 JN0092
 JN0092_MARKER: DB = BENCH MARK DISK
 JN0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0092_STAMPING: C 112 1958
 JN0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0092+STABILITY: SURFACE MOTION
 JN0092
 JN0092  HISTORY     - Date     Condition        Report By
 JN0092  HISTORY     - 1958     MONUMENTED       CGS
 JN0092
 JN0092                          STATION DESCRIPTION
 JN0092
 JN0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0092'8.9 MI W FROM HANKSVILLE.
 JN0092'8.2 MILES WEST ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0092'HANKSVILLE, THENCE 0.7 MILE NORTH ALONG A DIRT ROAD, 0.65 MILE
 JN0092'SOUTHWEST OF THE CROSSING OF A WASH, 30 FEET NORTHWEST OF THE CENTER
 JN0092'LINE OF THE ROAD, 2.2 FEET SOUTHEAST OF A WITNESS POST, LEVEL WITH THE
 JN0092'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 JN0092'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0058 ***********************************************************************
 JN0058  DESIGNATION -  C 113
 JN0058  PID         -  JN0058
 JN0058  STATE/COUNTY-  UT/GARFIELD
 JN0058  COUNTRY     -  US
 JN0058  USGS QUAD   -  BAKING SKILLET KNOLL (2017)
 JN0058
 JN0058                         *CURRENT SURVEY CONTROL
 JN0058  ______________________________________________________________________
 JN0058* NAD 83(1986) POSITION- 38 08 28.     (N) 110 36 33.     (W)   SCALED
 JN0058* NAVD 88 ORTHO HEIGHT -  1491.703 (meters)     4894.03  (feet) ADJUSTED
 JN0058  ______________________________________________________________________
 JN0058  GEOID HEIGHT    -        -20.305 (meters)                     GEOID18
 JN0058  DYNAMIC HEIGHT  -       1490.118 (meters)     4888.83  (feet) COMP
 JN0058  MODELED GRAVITY -    979,514.7   (mgal)                       NAVD 88
 JN0058
 JN0058  VERT ORDER      -  FIRST     CLASS II
 JN0058
 JN0058.The horizontal coordinates were scaled from a map and have
 JN0058.an estimated accuracy of +/- 6 seconds.
 JN0058
 JN0058.The orthometric height was determined by differential leveling and
 JN0058.adjusted by the NATIONAL GEODETIC SURVEY
 JN0058.in June 1991.
 JN0058
 JN0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0058.GEOID18 height accuracy estimate available here.
 JN0058
 JN0058.Click photographs - Photos may exist for this station.
 JN0058
 JN0058.The dynamic height is computed by dividing the NAVD 88
 JN0058.geopotential number by the normal gravity value computed on the
 JN0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0058.degrees latitude (g = 980.6199 gals.).
 JN0058
 JN0058.The modeled gravity was interpolated from observed gravity values.
 JN0058
 JN0058;                    North         East    Units  Estimated Accuracy
 JN0058;SPC UT S     - 3,164,010.      578,090.      MT  (+/- 180 meters Scaled)
 JN0058
 JN0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH342215(NAD 83)
 JN0058
 JN0058                          SUPERSEDED SURVEY CONTROL
 JN0058
 JN0058  NGVD 29 (??/??/92) 1490.651  (m)         4890.58   (f) ADJ UNCH    1 2
 JN0058
 JN0058.Superseded values are not recommended for survey control.
 JN0058
 JN0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0058.See file dsdata.pdf to determine how the superseded data were derived.
 JN0058
 JN0058_MARKER: DB = BENCH MARK DISK
 JN0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0058_STAMPING: C 113 1958
 JN0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0058+STABILITY: SURFACE MOTION
 JN0058
 JN0058  HISTORY     - Date     Condition        Report By
 JN0058  HISTORY     - 1958     MONUMENTED       CGS
 JN0058
 JN0058                          STATION DESCRIPTION
 JN0058
 JN0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0058'18.35 MI SE FROM HANKSVILLE.
 JN0058'18.35 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE SCHOOL AT
 JN0058'HANKSVILLE, IN R12E T31S S5, 0.35 MILE SOUTH OF THE WAYNE-GARFIELD
 JN0058'COUNTY LINE, 90 FEET NORTH OF THE CENTER OF A WASH IN POISON SPRING
 JN0058'CANYON, 75 FEET SOUTH OF THE CENTER OF THE Y JUNCTION OF A GRAVEL ROAD
 JN0058'LEADING EAST ALONG A WASH, 46 FEET SOUTHWEST OF THE CENTER LINE OF THE
 JN0058'HIGHWAY, 36 FEET EAST OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTH
 JN0058'ACROSS THE WASH, 2.3 FEET NORTHEAST OF A WITNESS POST, 1 FOOT HIGHER
 JN0058'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 JN0058'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0009 ***********************************************************************
 HN0009  DESIGNATION -  C 114
 HN0009  PID         -  HN0009
 HN0009  STATE/COUNTY-  UT/GARFIELD
 HN0009  COUNTRY     -  US
 HN0009  USGS QUAD   -  HITE NORTH (2017)
 HN0009
 HN0009                         *CURRENT SURVEY CONTROL
 HN0009  ______________________________________________________________________
 HN0009* NAD 83(1986) POSITION- 37 55 31.     (N) 110 27 54.     (W)   SCALED
 HN0009* NAVD 88 ORTHO HEIGHT -  1177.087 (meters)     3861.83  (feet) ADJUSTED
 HN0009  ______________________________________________________________________
 HN0009  GEOID HEIGHT    -        -20.863 (meters)                     GEOID18
 HN0009  DYNAMIC HEIGHT  -       1175.870 (meters)     3857.83  (feet) COMP
 HN0009  MODELED GRAVITY -    979,556.6   (mgal)                       NAVD 88
 HN0009
 HN0009  VERT ORDER      -  FIRST     CLASS II
 HN0009
 HN0009.The horizontal coordinates were scaled from a map and have
 HN0009.an estimated accuracy of +/- 6 seconds.
 HN0009
 HN0009.The orthometric height was determined by differential leveling and
 HN0009.adjusted by the NATIONAL GEODETIC SURVEY
 HN0009.in June 1991.
 HN0009
 HN0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0009.GEOID18 height accuracy estimate available here.
 HN0009
 HN0009.Click photographs - Photos may exist for this station.
 HN0009
 HN0009.The dynamic height is computed by dividing the NAVD 88
 HN0009.geopotential number by the normal gravity value computed on the
 HN0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0009.degrees latitude (g = 980.6199 gals.).
 HN0009
 HN0009.The modeled gravity was interpolated from observed gravity values.
 HN0009
 HN0009;                    North         East    Units  Estimated Accuracy
 HN0009;SPC UT S     - 3,140,190.      590,990.      MT  (+/- 180 meters Scaled)
 HN0009
 HN0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG470976(NAD 83)
 HN0009
 HN0009                          SUPERSEDED SURVEY CONTROL
 HN0009
 HN0009  NGVD 29 (??/??/92) 1176.107  (m)         3858.61   (f) ADJ UNCH    1 2
 HN0009
 HN0009.Superseded values are not recommended for survey control.
 HN0009
 HN0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0009.See file dsdata.pdf to determine how the superseded data were derived.
 HN0009
 HN0009_MARKER: DB = BENCH MARK DISK
 HN0009_SETTING: 66 = SET IN ROCK OUTCROP
 HN0009_STAMPING: C 114 1958
 HN0009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0009+STABILITY: POSITION/ELEVATION WELL
 HN0009
 HN0009  HISTORY     - Date     Condition        Report By
 HN0009  HISTORY     - 1958     MONUMENTED       CGS
 HN0009  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0009  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0009
 HN0009                          STATION DESCRIPTION
 HN0009
 HN0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0009'40.95 MI SE FROM HANKSVILLE.
 HN0009'ABOUT 40.95 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE
 HN0009'SCHOOL AT HANKSVILLE, 50 FEET NORTH OF THE CENTER OF A CROSSING OF
 HN0009'NORTH WASH, IN THE TOP OF A 7 X 9-FOOT SANDSTONE OUTCROP, 14 1/2 FEET
 HN0009'WEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 6 FEET ABOVE THE
 HN0009'HIGHWAY.
 HN0009
 HN0009                          STATION RECOVERY (1982)
 HN0009
 HN0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0009'MARK NOT FOUND.
 HN0009
 HN0009                          STATION RECOVERY (1982)
 HN0009
 HN0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0009'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0042 ***********************************************************************
 HN0042  DESIGNATION -  C 115
 HN0042  PID         -  HN0042
 HN0042  STATE/COUNTY-  UT/SAN JUAN
 HN0042  COUNTRY     -  US
 HN0042  USGS QUAD   -  COPPER POINT (2017)
 HN0042
 HN0042                         *CURRENT SURVEY CONTROL
 HN0042  ______________________________________________________________________
 HN0042* NAD 83(1986) POSITION- 37 45 05.     (N) 110 16 48.     (W)   SCALED
 HN0042* NAVD 88 ORTHO HEIGHT -  1430.750 (meters)     4694.05  (feet) ADJUSTED
 HN0042  ______________________________________________________________________
 HN0042  GEOID HEIGHT    -        -20.811 (meters)                     GEOID18
 HN0042  DYNAMIC HEIGHT  -       1429.208 (meters)     4688.99  (feet) COMP
 HN0042  MODELED GRAVITY -    979,502.4   (mgal)                       NAVD 88
 HN0042
 HN0042  VERT ORDER      -  FIRST     CLASS II
 HN0042
 HN0042.The horizontal coordinates were scaled from a map and have
 HN0042.an estimated accuracy of +/- 6 seconds.
 HN0042
 HN0042.The orthometric height was determined by differential leveling and
 HN0042.adjusted by the NATIONAL GEODETIC SURVEY
 HN0042.in June 1991.
 HN0042
 HN0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0042.GEOID18 height accuracy estimate available here.
 HN0042
 HN0042.Click photographs - Photos may exist for this station.
 HN0042
 HN0042.The dynamic height is computed by dividing the NAVD 88
 HN0042.geopotential number by the normal gravity value computed on the
 HN0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0042.degrees latitude (g = 980.6199 gals.).
 HN0042
 HN0042.The modeled gravity was interpolated from observed gravity values.
 HN0042
 HN0042;                    North         East    Units  Estimated Accuracy
 HN0042;SPC UT S     - 3,121,090.      607,510.      MT  (+/- 180 meters Scaled)
 HN0042
 HN0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG634784(NAD 83)
 HN0042
 HN0042                          SUPERSEDED SURVEY CONTROL
 HN0042
 HN0042  NGVD 29 (??/??/92) 1429.762  (m)         4690.81   (f) ADJ UNCH    1 2
 HN0042
 HN0042.Superseded values are not recommended for survey control.
 HN0042
 HN0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0042.See file dsdata.pdf to determine how the superseded data were derived.
 HN0042
 HN0042_MARKER: DB = BENCH MARK DISK
 HN0042_SETTING: 66 = SET IN ROCK OUTCROP
 HN0042_STAMPING: C 115 1958
 HN0042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0042+STABILITY: POSITION/ELEVATION WELL
 HN0042
 HN0042  HISTORY     - Date     Condition        Report By
 HN0042  HISTORY     - 1958     MONUMENTED       CGS
 HN0042  HISTORY     - 1981     MARK NOT FOUND   USGS
 HN0042  HISTORY     - 1981     MARK NOT FOUND   USGS
 HN0042
 HN0042                          STATION DESCRIPTION
 HN0042
 HN0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0042'11.45 MI NW FROM FRY CANYON.
 HN0042'ABOUT 11.45 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST
 HN0042'OFFICE AT FRY CANYON, 0.4 MILE SOUTH OF THE MAIN ENTRANCE TO HAPPY
 HN0042'JACK MINE, 45 FEET NORTHEAST OF THE NORTHEAST APEX OF TRIANGLE FORMED
 HN0042'BY THE HIGHWAY AND A MINING ROAD LEADING WEST, 33 FEET EAST OF THE
 HN0042'CENTER LINE OF THE HIGHWAY, IN THE TOP OF A SANDSTONE OUTCROP, 3 FEET
 HN0042'SOUTHEAST OF A CAIRN AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 HN0042
 HN0042                          STATION RECOVERY (1981)
 HN0042
 HN0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 HN0042'MARK NOT FOUND.
 HN0042
 HN0042                          STATION RECOVERY (1981)
 HN0042
 HN0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 HN0042'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0066 ***********************************************************************
 HN0066  DESIGNATION -  C 116
 HN0066  PID         -  HN0066
 HN0066  STATE/COUNTY-  UT/SAN JUAN
 HN0066  COUNTRY     -  US
 HN0066  USGS QUAD   -  MOSS BACK BUTTE (2017)
 HN0066
 HN0066                         *CURRENT SURVEY CONTROL
 HN0066  ______________________________________________________________________
 HN0066* NAD 83(1986) POSITION- 37 35 10.     (N) 110 02 19.     (W)   SCALED
 HN0066* NAVD 88 ORTHO HEIGHT -  1841.992 (meters)     6043.27  (feet) ADJUSTED
 HN0066  ______________________________________________________________________
 HN0066  GEOID HEIGHT    -        -19.912 (meters)                     GEOID18
 HN0066  DYNAMIC HEIGHT  -       1839.854 (meters)     6036.25  (feet) COMP
 HN0066  MODELED GRAVITY -    979,403.8   (mgal)                       NAVD 88
 HN0066
 HN0066  VERT ORDER      -  FIRST     CLASS II
 HN0066
 HN0066.The horizontal coordinates were scaled from a map and have
 HN0066.an estimated accuracy of +/- 6 seconds.
 HN0066
 HN0066.The orthometric height was determined by differential leveling and
 HN0066.adjusted by the NATIONAL GEODETIC SURVEY
 HN0066.in June 1991.
 HN0066
 HN0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0066.GEOID18 height accuracy estimate available here.
 HN0066
 HN0066.Click photographs - Photos may exist for this station.
 HN0066
 HN0066.The dynamic height is computed by dividing the NAVD 88
 HN0066.geopotential number by the normal gravity value computed on the
 HN0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0066.degrees latitude (g = 980.6199 gals.).
 HN0066
 HN0066.The modeled gravity was interpolated from observed gravity values.
 HN0066
 HN0066;                    North         East    Units  Estimated Accuracy
 HN0066;SPC UT S     - 3,103,050.      629,070.      MT  (+/- 180 meters Scaled)
 HN0066
 HN0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG848603(NAD 83)
 HN0066
 HN0066                          SUPERSEDED SURVEY CONTROL
 HN0066
 HN0066  NGVD 29 (??/??/92) 1840.927  (m)         6039.77   (f) ADJ UNCH    1 2
 HN0066
 HN0066.Superseded values are not recommended for survey control.
 HN0066
 HN0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0066.See file dsdata.pdf to determine how the superseded data were derived.
 HN0066
 HN0066_MARKER: DB = BENCH MARK DISK
 HN0066_SETTING: 80 = SET IN A BOULDER
 HN0066_STAMPING: C 116 1958
 HN0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0066+STABILITY: SURFACE MOTION
 HN0066
 HN0066  HISTORY     - Date     Condition        Report By
 HN0066  HISTORY     - 1958     MONUMENTED       CGS
 HN0066  HISTORY     - 1982     GOOD             USGS
 HN0066  HISTORY     - 1982     GOOD             USGS
 HN0066
 HN0066                          STATION DESCRIPTION
 HN0066
 HN0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0066'10.2 MI SE FROM FRY CANYON.
 HN0066'ABOUT 10.2 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0066'AT FRY CANYON, 0.5 MILE SOUTH OF THE JUNCTION OF A ROAD NORTHEAST TO
 HN0066'KACHINA BRIDGE, AT THE SUMMIT OF A RIDGE AND ON THE OUTSIDE OF A
 HN0066'CURVE, 95 FEET EAST AND ACROSS THE OLD HIGHWAY FROM THE CENTER LINE OF
 HN0066'THE NEW HIGHWAY, 19 FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY,
 HN0066'IN THE TOP OF A 6 X 8-FOOT SANDSTONE BOULDER, ABOUT LEVEL WITH THE OLD
 HN0066'ROAD AND ABOUT 12 FEET LOWER THAN THE NEW HIGHWAY.
 HN0066
 HN0066                          STATION RECOVERY (1982)
 HN0066
 HN0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0066'ABOUT 7 MILES SOUTHEAST ALONG STATE HWY. 95 (BICENTENNIAL HWY) FROM
 HN0066'THE POST OFFICE AT FRY CANYON, AT A CUT BANK ON THE OUTSIDE OF A
 HN0066'CURVE, ABOUT 0.1 MILE NORTH OF A DRIVEWAY EAST TO ATOMIC ROCK,
 HN0066'APPROX. 220 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 19 FEET EAST
 HN0066'OF THE EASTERNMOST OF TWO OLD HIGHWAY GRADES, AT A SHARP CURVE AND
 HN0066'SUMMIT, IN THE TOP OF A 6' X 8' SANDSTONE BOULDER, AND ABOUT LEVEL
 HN0066'WITH THE OLD GRADE.
 HN0066
 HN0066                          STATION RECOVERY (1982)
 HN0066
 HN0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0066'ABOUT 7 MILES SOUTHEAST ALONG STATE HWY. 95 (BICENTENNIAL HWY) FROM
 HN0066'THE POST OFFICE AT FRY CANYON, AT A CUT BANK ON THE OUTSIDE OF A
 HN0066'CURVE, ABOUT 0.1 MILE NORTH OF A DRIVEWAY EAST TO ATOMIC ROCK,
 HN0066'APPROX. 220 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 19 FEET EAST
 HN0066'OF THE EASTERNMOST OF TWO OLD HIGHWAY GRADES, AT A SHARP CURVE AND
 HN0066'SUMMIT, IN THE TOP OF A 6' X 8' SANDSTONE BOULDER, AND ABOUT LEVEL
 HN0066'WITH THE OLD GRADE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0292 ***********************************************************************
 HM0292  DESIGNATION -  C 117
 HM0292  PID         -  HM0292
 HM0292  STATE/COUNTY-  UT/SAN JUAN
 HM0292  COUNTRY     -  US
 HM0292  USGS QUAD   -  HOTEL ROCK (2017)
 HM0292
 HM0292                         *CURRENT SURVEY CONTROL
 HM0292  ______________________________________________________________________
 HM0292* NAD 83(1986) POSITION- 37 32 40.     (N) 109 43 42.     (W)   SCALED
 HM0292* NAVD 88 ORTHO HEIGHT -  1825.226 (meters)     5988.26  (feet) ADJUSTED
 HM0292  ______________________________________________________________________
 HM0292  GEOID HEIGHT    -        -19.764 (meters)                     GEOID18
 HM0292  DYNAMIC HEIGHT  -       1823.111 (meters)     5981.32  (feet) COMP
 HM0292  MODELED GRAVITY -    979,406.4   (mgal)                       NAVD 88
 HM0292
 HM0292  VERT ORDER      -  FIRST     CLASS II
 HM0292
 HM0292.The horizontal coordinates were scaled from a map and have
 HM0292.an estimated accuracy of +/- 6 seconds.
 HM0292
 HM0292.The orthometric height was determined by differential leveling and
 HM0292.adjusted by the NATIONAL GEODETIC SURVEY
 HM0292.in June 1991.
 HM0292
 HM0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0292.GEOID18 height accuracy estimate available here.
 HM0292
 HM0292.Click photographs - Photos may exist for this station.
 HM0292
 HM0292.The dynamic height is computed by dividing the NAVD 88
 HM0292.geopotential number by the normal gravity value computed on the
 HM0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0292.degrees latitude (g = 980.6199 gals.).
 HM0292
 HM0292.The modeled gravity was interpolated from observed gravity values.
 HM0292
 HM0292;                    North         East    Units  Estimated Accuracy
 HM0292;SPC UT S     - 3,098,900.      656,550.      MT  (+/- 180 meters Scaled)
 HM0292
 HM0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG123560(NAD 83)
 HM0292
 HM0292                          SUPERSEDED SURVEY CONTROL
 HM0292
 HM0292  NGVD 29 (??/??/92) 1824.177  (m)         5984.82   (f) ADJ UNCH    1 2
 HM0292
 HM0292.Superseded values are not recommended for survey control.
 HM0292
 HM0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0292.See file dsdata.pdf to determine how the superseded data were derived.
 HM0292
 HM0292_MARKER: DB = BENCH MARK DISK
 HM0292_SETTING: 66 = SET IN ROCK OUTCROP
 HM0292_STAMPING: C 117 1958
 HM0292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0292+STABILITY: POSITION/ELEVATION WELL
 HM0292
 HM0292  HISTORY     - Date     Condition        Report By
 HM0292  HISTORY     - 1958     MONUMENTED       CGS
 HM0292  HISTORY     - 1959     GOOD             CGS
 HM0292
 HM0292                          STATION DESCRIPTION
 HM0292
 HM0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0292'22.45 MI W FROM BLANDING.
 HM0292'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0292'BLANDING, THENCE 18.55 MILES WEST ALONG STATE HIGHWAY 95, IN THE TOP
 HM0292'OF A MASSIVE SANDSTONE OUTCROP, 65 FEET NORTH OF THE NORTH CORNER OF
 HM0292'THE BRIDGE OVER THE NORTH FORK OF MULE CANYON, 48 FEET NORTHWEST OF
 HM0292'THE CENTER LINE OF THE HIGHWAY, 20 FEET SOUTHWEST OF A WITNESS POST, 3
 HM0292'FEET SOUTHWEST OF A CAIRN AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0106 ***********************************************************************
 JN0106  DESIGNATION -  C 12
 JN0106  PID         -  JN0106
 JN0106  STATE/COUNTY-  UT/WAYNE
 JN0106  COUNTRY     -  US
 JN0106  USGS QUAD   -  TOWN POINT (2017)
 JN0106
 JN0106                         *CURRENT SURVEY CONTROL
 JN0106  ______________________________________________________________________
 JN0106* NAD 83(1986) POSITION- 38 20 53.     (N) 110 58 31.     (W)   SCALED
 JN0106* NAVD 88 ORTHO HEIGHT -  1386.741 (meters)     4549.67  (feet) ADJUSTED
 JN0106  ______________________________________________________________________
 JN0106  GEOID HEIGHT    -        -19.873 (meters)                     GEOID18
 JN0106  DYNAMIC HEIGHT  -       1385.302 (meters)     4544.95  (feet) COMP
 JN0106  MODELED GRAVITY -    979,543.4   (mgal)                       NAVD 88
 JN0106
 JN0106  VERT ORDER      -  FIRST     CLASS II
 JN0106
 JN0106.The horizontal coordinates were scaled from a map and have
 JN0106.an estimated accuracy of +/- 6 seconds.
 JN0106
 JN0106.The orthometric height was determined by differential leveling and
 JN0106.adjusted by the NATIONAL GEODETIC SURVEY
 JN0106.in June 1991.
 JN0106
 JN0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0106.GEOID18 height accuracy estimate available here.
 JN0106
 JN0106.Click photographs - Photos may exist for this station.
 JN0106
 JN0106.The dynamic height is computed by dividing the NAVD 88
 JN0106.geopotential number by the normal gravity value computed on the
 JN0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0106.degrees latitude (g = 980.6199 gals.).
 JN0106
 JN0106.The modeled gravity was interpolated from observed gravity values.
 JN0106
 JN0106;                    North         East    Units  Estimated Accuracy
 JN0106;SPC UT S     - 3,186,740.      545,870.      MT  (+/- 180 meters Scaled)
 JN0106
 JN0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH021444(NAD 83)
 JN0106
 JN0106                          SUPERSEDED SURVEY CONTROL
 JN0106
 JN0106  NGVD 29 (??/??/92) 1385.675  (m)         4546.17   (f) ADJ UNCH    1 2
 JN0106
 JN0106.Superseded values are not recommended for survey control.
 JN0106
 JN0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0106.See file dsdata.pdf to determine how the superseded data were derived.
 JN0106
 JN0106_MARKER: DB = BENCH MARK DISK
 JN0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0106_STAMPING: C 12 1921
 JN0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0106+STABILITY: SURFACE MOTION
 JN0106
 JN0106  HISTORY     - Date     Condition        Report By
 JN0106  HISTORY     - 1921     MONUMENTED       CGS
 JN0106  HISTORY     - 1934     MARK NOT FOUND   CGS
 JN0106  HISTORY     - 20091228 MARK NOT FOUND   GEOCAC
 JN0106
 JN0106                          STATION DESCRIPTION
 JN0106
 JN0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0106'2.75 MI NE FROM CAINEVILLE.
 JN0106'2-3/4 MILES NORTHEAST ALONG THE HANKSVILLE ROAD FROM CAINEVILLE, WAYNE
 JN0106'COUNTY, AT A SMALL 1-ACRE FLAT, 45 FEET WEST OF THE ROAD, 20 FEET EAST
 JN0106'OF THE FOOT OF THE HILLS, AND NEAR A CAIRN.  A STANDARD DISK, STAMPED
 JN0106'C 12 1921 AND SET IN THE TOP OF A CONCRETE POST.
 JN0106
 JN0106                          STATION RECOVERY (2009)
 JN0106
 JN0106'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JN0106'THIS STATION IS IN WAYNE COUNTY, UTAH.
 JN0106'ROCK CAIRN NOT SEEN, STATION MAY BE UNDER SEVERAL INCHES OF SILT
 JN0106'WASHED DOWN FROM CLAY BLUFFS.
 JN0106'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0267 ***********************************************************************
 HO0267  DESIGNATION -  C 123
 HO0267  PID         -  HO0267
 HO0267  STATE/COUNTY-  UT/WASHINGTON
 HO0267  COUNTRY     -  US
 HO0267  USGS QUAD   -  WASHINGTON (2017)
 HO0267
 HO0267                         *CURRENT SURVEY CONTROL
 HO0267  ______________________________________________________________________
 HO0267* NAD 83(1986) POSITION- 37 10 42.27   (N) 113 34 10.80   (W)   HD_HELD1
 HO0267* NAVD 88 ORTHO HEIGHT -  1139.136 (meters)     3737.32  (feet) ADJUSTED
 HO0267  ______________________________________________________________________
 HO0267  GEOID HEIGHT    -        -24.256 (meters)                     GEOID18
 HO0267  DYNAMIC HEIGHT  -       1137.924 (meters)     3733.34  (feet) COMP
 HO0267  MODELED GRAVITY -    979,528.4   (mgal)                       NAVD 88
 HO0267
 HO0267  VERT ORDER      -  SECOND    CLASS 0
 HO0267
 HO0267.The horizontal coordinates were determined by differentially corrected
 HO0267.hand held GPS observations or other comparable positioning techniques
 HO0267.and have an estimated accuracy of +/- 3 meters.
 HO0267
 HO0267.The orthometric height was determined by differential leveling and
 HO0267.adjusted by the NATIONAL GEODETIC SURVEY
 HO0267.in June 1991.
 HO0267
 HO0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0267.GEOID18 height accuracy estimate available here.
 HO0267
 HO0267.Click photographs - Photos may exist for this station.
 HO0267
 HO0267.The dynamic height is computed by dividing the NAVD 88
 HO0267.geopotential number by the normal gravity value computed on the
 HO0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0267.degrees latitude (g = 980.6199 gals.).
 HO0267
 HO0267.The modeled gravity was interpolated from observed gravity values.
 HO0267
 HO0267;                    North         East    Units  Estimated Accuracy
 HO0267;SPC UT S     - 3,058,828.7     316,220.6     MT  (+/- 3 meters HH1 GPS) 
 HO0267
 HO0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG7187517756(NAD 83)
 HO0267
 HO0267                          SUPERSEDED SURVEY CONTROL
 HO0267
 HO0267  NGVD 29 (??/??/92) 1138.220  (m)         3734.31   (f) ADJ UNCH    2 0
 HO0267
 HO0267.Superseded values are not recommended for survey control.
 HO0267
 HO0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0267.See file dsdata.pdf to determine how the superseded data were derived.
 HO0267
 HO0267_MARKER: DB = BENCH MARK DISK
 HO0267_SETTING: 80 = SET IN A BOULDER
 HO0267_STAMPING: C 123 1934
 HO0267_MARK LOGO: CGS
 HO0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0267+STABILITY: SURFACE MOTION
 HO0267
 HO0267  HISTORY     - Date     Condition        Report By
 HO0267  HISTORY     - 1934     MONUMENTED       CGS
 HO0267
 HO0267                          STATION DESCRIPTION
 HO0267
 HO0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0267'1.7 MI NE FROM ST GEORGE.
 HO0267'1.7 MILES NORTHEAST ALONG U. S. HIGHWAY 91 FROM THE COURTHOUSE AT ST.
 HO0267'GEORGE, WASHINGTON COUNTY, THENCE 4.8 MILES NORTH ALONG THE 1934 ROUTE
 HO0267'OF STATE HIGHWAY 18.  0.2 MILE WEST OF THE ENTRANCE TO A C.C.C. CAMP
 HO0267'IN 1938, 100 FEET EAST OF A SMALL DRY WASH, 90 FEET SOUTHWEST OF A
 HO0267'FENCE CORNER, 45 FEET WEST OF THE CENTERLINE OF THE OLD HIGHWAY, IN
 HO0267'THE TOP OF A BROKEN LAVA BOULDER, AND ABOUT 4 FEET BELOW THE LEVEL OF
 HO0267'THE HIGHWAY.  A STANDARD DISK, STAMPED C 123 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0468 ***********************************************************************
 MR0468  DESIGNATION -  C 126
 MR0468  PID         -  MR0468
 MR0468  STATE/COUNTY-  UT/CACHE
 MR0468  COUNTRY     -  US
 MR0468  USGS QUAD   -  TONY GROVE CREEK (2017)
 MR0468
 MR0468                         *CURRENT SURVEY CONTROL
 MR0468  ______________________________________________________________________
 MR0468* NAD 83(1986) POSITION- 41 55 29.     (N) 111 33 37.     (W)   SCALED
 MR0468* NAVD 88 ORTHO HEIGHT -  2010.479 (meters)     6596.05  (feet) ADJUSTED
 MR0468  ______________________________________________________________________
 MR0468  GEOID HEIGHT    -        -14.139 (meters)                     GEOID18
 MR0468  DYNAMIC HEIGHT  -       2008.769 (meters)     6590.44  (feet) COMP
 MR0468  MODELED GRAVITY -    979,700.7   (mgal)                       NAVD 88
 MR0468
 MR0468  VERT ORDER      -  SECOND    CLASS 0
 MR0468
 MR0468.The horizontal coordinates were scaled from a map and have
 MR0468.an estimated accuracy of +/- 6 seconds.
 MR0468
 MR0468.The orthometric height was determined by differential leveling and
 MR0468.adjusted by the NATIONAL GEODETIC SURVEY
 MR0468.in June 1991.
 MR0468
 MR0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0468.GEOID18 height accuracy estimate available here.
 MR0468
 MR0468.Click photographs - Photos may exist for this station.
 MR0468
 MR0468.The dynamic height is computed by dividing the NAVD 88
 MR0468.geopotential number by the normal gravity value computed on the
 MR0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0468.degrees latitude (g = 980.6199 gals.).
 MR0468
 MR0468.The modeled gravity was interpolated from observed gravity values.
 MR0468
 MR0468;                    North         East    Units  Estimated Accuracy
 MR0468;SPC UT N     - 1,176,730.      495,000.      MT  (+/- 180 meters Scaled)
 MR0468
 MR0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM535415(NAD 83)
 MR0468
 MR0468                          SUPERSEDED SURVEY CONTROL
 MR0468
 MR0468  NGVD 29 (??/??/92) 2009.158  (m)         6591.71   (f) ADJ UNCH    2 0
 MR0468
 MR0468.Superseded values are not recommended for survey control.
 MR0468
 MR0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0468.See file dsdata.pdf to determine how the superseded data were derived.
 MR0468
 MR0468_MARKER: DB = BENCH MARK DISK
 MR0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0468_STAMPING: C 126 1934
 MR0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0468+STABILITY: SURFACE MOTION
 MR0468
 MR0468  HISTORY     - Date     Condition        Report By
 MR0468  HISTORY     - 1934     MONUMENTED       CGS
 MR0468  HISTORY     - 1969     MARK NOT FOUND   USGS
 MR0468
 MR0468                          STATION DESCRIPTION
 MR0468
 MR0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0468'24.7 MI NE FROM LOGAN.
 MR0468'ABOUT 24.7 MILES NORTHEAST ALONG U.S. HIGHWAY 89 FROM THE JUNIOR HIGH
 MR0468'SCHOOL AT LOGAN, CACHE COUNTY, ABOUT 0.4 MILE SOUTH OF THE ROAD
 MR0468'LEADING TO FISHERMANS CAMP AND FRANKLIN BASIN, ABOUT 0.3 MILE
 MR0468'SOUTHEAST OF A SMALL LOG HOUSE ON THE SIDE OF A HILL, ABOUT 0.3 MILE
 MR0468'NORTH OF THE GREEN CAMP, AND 45 FEET NORTHEAST OF THE CENTER LINE OF
 MR0468'THE HIGHWAY.  A STANDARD DISK, STAMPED C 126 1934 AND SET IN THE TOP
 MR0468'OF A CONCRETE POST.
 MR0468
 MR0468                          STATION RECOVERY (1969)
 MR0468
 MR0468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MR0468'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0364 ***********************************************************************
 LN0364  DESIGNATION -  C 127
 LN0364  PID         -  LN0364
 LN0364  STATE/COUNTY-  UT/DAGGETT
 LN0364  COUNTRY     -  US
 LN0364  USGS QUAD   -  JESSEN BUTTE (2017)
 LN0364
 LN0364                         *CURRENT SURVEY CONTROL
 LN0364  ______________________________________________________________________
 LN0364* NAD 83(1986) POSITION- 40 58 34.     (N) 109 45 39.     (W)   SCALED
 LN0364* NAVD 88 ORTHO HEIGHT -  2043.488 (meters)     6704.34  (feet) ADJUSTED
 LN0364  ______________________________________________________________________
 LN0364  GEOID HEIGHT    -        -13.951 (meters)                     GEOID18
 LN0364  DYNAMIC HEIGHT  -       2041.604 (meters)     6698.16  (feet) COMP
 LN0364  MODELED GRAVITY -    979,629.3   (mgal)                       NAVD 88
 LN0364
 LN0364  VERT ORDER      -  SECOND    CLASS 0
 LN0364
 LN0364.The horizontal coordinates were scaled from a map and have
 LN0364.an estimated accuracy of +/- 6 seconds.
 LN0364
 LN0364.The orthometric height was determined by differential leveling and
 LN0364.adjusted by the NATIONAL GEODETIC SURVEY
 LN0364.in June 1991.
 LN0364
 LN0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0364.GEOID18 height accuracy estimate available here.
 LN0364
 LN0364.Click photographs - Photos may exist for this station.
 LN0364
 LN0364.The dynamic height is computed by dividing the NAVD 88
 LN0364.geopotential number by the normal gravity value computed on the
 LN0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0364.degrees latitude (g = 980.6199 gals.).
 LN0364
 LN0364.The modeled gravity was interpolated from observed gravity values.
 LN0364
 LN0364;                    North         East    Units  Estimated Accuracy
 LN0364;SPC UT N     - 1,072,850.      646,360.      MT  (+/- 180 meters Scaled)
 LN0364
 LN0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL042368(NAD 83)
 LN0364
 LN0364                          SUPERSEDED SURVEY CONTROL
 LN0364
 LN0364  NGVD 29 (??/??/92) 2042.173  (m)         6700.03   (f) ADJ UNCH    2 0
 LN0364
 LN0364.Superseded values are not recommended for survey control.
 LN0364
 LN0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0364.See file dsdata.pdf to determine how the superseded data were derived.
 LN0364
 LN0364_MARKER: DB = BENCH MARK DISK
 LN0364_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LN0364_STAMPING: C 127 1934
 LN0364_MARK LOGO: CGS
 LN0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0364
 LN0364  HISTORY     - Date     Condition        Report By
 LN0364  HISTORY     - 1934     MONUMENTED       CGS
 LN0364  HISTORY     - 1964     MARK NOT FOUND   USGS
 LN0364
 LN0364                          STATION DESCRIPTION
 LN0364
 LN0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0364'2.2 MI W FROM MANILA.
 LN0364'2.2 MILES WEST ALONG THE ROAD LEADING TO MCKINNON FROM THE COUNTY
 LN0364'COURTHOUSE AT MANILA, DAGGETT COUNTY, 270 FEET SOUTHWEST OF A SUMMIT
 LN0364'IN THE ROAD, MIDWAY BETWEEN TWO WATER-COURSES 255 FEET APART, ON A
 LN0364'SUMMIT, 50 FEET NORTH OF A RAVINE, 65 FEET SOUTH OF THE CENTER LINE OF
 LN0364'THE ROAD, AND 1 FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED C 127
 LN0364'1934 AND SET IN THE TOP OF A CONCRETE POST.
 LN0364
 LN0364                          STATION RECOVERY (1964)
 LN0364
 LN0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LN0364'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0331 ***********************************************************************
 HN0331  DESIGNATION -  C 13
 HN0331  PID         -  HN0331
 HN0331  STATE/COUNTY-  UT/GARFIELD
 HN0331  COUNTRY     -  US
 HN0331  USGS QUAD   -  HALL MESA (2017)
 HN0331
 HN0331                         *CURRENT SURVEY CONTROL
 HN0331  ______________________________________________________________________
 HN0331* NAD 83(1986) POSITION- 37 33 19.     (N) 110 51 39.     (W)   SCALED
 HN0331* NAVD 88 ORTHO HEIGHT -  1149.244 (meters)     3770.48  (feet) ADJUSTED
 HN0331  ______________________________________________________________________
 HN0331  GEOID HEIGHT    -        -22.094 (meters)                     GEOID18
 HN0331  DYNAMIC HEIGHT  -       1147.921 (meters)     3766.14  (feet) COMP
 HN0331  MODELED GRAVITY -    979,442.1   (mgal)                       NAVD 88
 HN0331
 HN0331  VERT ORDER      -  FIRST     CLASS II
 HN0331
 HN0331.The horizontal coordinates were scaled from a map and have
 HN0331.an estimated accuracy of +/- 6 seconds.
 HN0331
 HN0331.The orthometric height was determined by differential leveling and
 HN0331.adjusted by the NATIONAL GEODETIC SURVEY
 HN0331.in June 1991.
 HN0331
 HN0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0331.GEOID18 height accuracy estimate available here.
 HN0331
 HN0331.Click photographs - Photos may exist for this station.
 HN0331
 HN0331.The dynamic height is computed by dividing the NAVD 88
 HN0331.geopotential number by the normal gravity value computed on the
 HN0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0331.degrees latitude (g = 980.6199 gals.).
 HN0331
 HN0331.The modeled gravity was interpolated from observed gravity values.
 HN0331
 HN0331;                    North         East    Units  Estimated Accuracy
 HN0331;SPC UT S     - 3,098,810.      556,470.      MT  (+/- 180 meters Scaled)
 HN0331
 HN0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG122564(NAD 83)
 HN0331
 HN0331                          SUPERSEDED SURVEY CONTROL
 HN0331
 HN0331  NGVD 29 (??/??/92) 1148.148  (m)         3766.88   (f) ADJ UNCH    1 2
 HN0331
 HN0331.Superseded values are not recommended for survey control.
 HN0331
 HN0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0331.See file dsdata.pdf to determine how the superseded data were derived.
 HN0331
 HN0331_MARKER: DB = BENCH MARK DISK
 HN0331_SETTING: 66 = SET IN ROCK OUTCROP
 HN0331_STAMPING: C 13 1921
 HN0331_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0331+STABILITY: POSITION/ELEVATION WELL
 HN0331
 HN0331  HISTORY     - Date     Condition        Report By
 HN0331  HISTORY     - 1921     MONUMENTED       CGS
 HN0331  HISTORY     - 1962     GOOD             CGS
 HN0331
 HN0331                          STATION DESCRIPTION
 HN0331
 HN0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0331'5.4 MI SE FROM HALL DIVIDE.
 HN0331'ABOUT 5.4 MILES SOUTH-SOUTHEAST ALONG HALL CREEK FROM THE TOP OF HALL
 HN0331'DIVIDE, SOUTHWEST OF AND AT THE BASE OF A LARGE SANDSTONE FORMATION
 HN0331'WHICH FORMS A PART OF A CANYON WALL, ABOUT 60 FEET NORTHEAST OF THE
 HN0331'CENTER OF HALL CREEK, 7.5 FEET NORTHWEST OF A ROCK CAIRN, 5.3 FEET
 HN0331'WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HN0331'GROUND, ABOUT 10 FEET ABOVE THE LEVEL OF THE CREEK BOTTOM, AND SET IN
 HN0331'THE BOTTOM OF A 1 FOOT BY 1 FOOT ROUND POCKET WHICH IS IN THE
 HN0331'SOUTHWEST SLOPE OF THE SANDSTONE FORMATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0212 ***********************************************************************
 KN0212  DESIGNATION -  C 132
 KN0212  PID         -  KN0212
 KN0212  STATE/COUNTY-  UT/SANPETE
 KN0212  COUNTRY     -  US
 KN0212  USGS QUAD   -  FAIRVIEW (2017)
 KN0212
 KN0212                         *CURRENT SURVEY CONTROL
 KN0212  ______________________________________________________________________
 KN0212* NAD 83(1986) POSITION- 39 38 29.     (N) 111 25 07.     (W)   SCALED
 KN0212* NAVD 88 ORTHO HEIGHT -  1931.191 (meters)     6335.92  (feet) ADJUSTED
 KN0212  ______________________________________________________________________
 KN0212  GEOID HEIGHT    -        -16.686 (meters)                     GEOID18
 KN0212  DYNAMIC HEIGHT  -       1929.220 (meters)     6329.45  (feet) COMP
 KN0212  MODELED GRAVITY -    979,536.8   (mgal)                       NAVD 88
 KN0212
 KN0212  VERT ORDER      -  SECOND    CLASS 0
 KN0212
 KN0212.The horizontal coordinates were scaled from a map and have
 KN0212.an estimated accuracy of +/- 6 seconds.
 KN0212
 KN0212.The orthometric height was determined by differential leveling and
 KN0212.adjusted by the NATIONAL GEODETIC SURVEY
 KN0212.in June 1991.
 KN0212
 KN0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0212.GEOID18 height accuracy estimate available here.
 KN0212
 KN0212.Click photographs - Photos may exist for this station.
 KN0212
 KN0212.The dynamic height is computed by dividing the NAVD 88
 KN0212.geopotential number by the normal gravity value computed on the
 KN0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0212.degrees latitude (g = 980.6199 gals.).
 KN0212
 KN0212.The modeled gravity was interpolated from observed gravity values.
 KN0212
 KN0212;                    North         East    Units  Estimated Accuracy
 KN0212;SPC UT C     - 2,145,220.      506,990.      MT  (+/- 180 meters Scaled)
 KN0212
 KN0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ640880(NAD 83)
 KN0212
 KN0212                          SUPERSEDED SURVEY CONTROL
 KN0212
 KN0212  NGVD 29 (??/??/92) 1930.022  (m)         6332.08   (f) ADJ UNCH    2 0
 KN0212
 KN0212.Superseded values are not recommended for survey control.
 KN0212
 KN0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0212.See file dsdata.pdf to determine how the superseded data were derived.
 KN0212
 KN0212_MARKER: DB = BENCH MARK DISK
 KN0212_SETTING: 66 = SET IN ROCK OUTCROP
 KN0212_STAMPING: C 132 1935
 KN0212_MARK LOGO: CGS
 KN0212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0212+STABILITY: POSITION/ELEVATION WELL
 KN0212
 KN0212  HISTORY     - Date     Condition        Report By
 KN0212  HISTORY     - 1935     MONUMENTED       CGS
 KN0212  HISTORY     - 1964     MARK NOT FOUND   USGS
 KN0212
 KN0212                          STATION DESCRIPTION
 KN0212
 KN0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0212'1.7 MI E FROM FAIRVIEW.
 KN0212'ABOUT 1.7 MILES EAST ALONG STATE HIGHWAY 31 FROM THE POST OFFICE AT
 KN0212'FAIRVIEW, SANPETE COUNTY, OPPOSITE A RED BRICK FARMHOUSE, ABOUT 89
 KN0212'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, NEAR A FENCE CORNER, AND
 KN0212'IN THE TOP OF A SANDSTONE SLAB.  A STANDARD DISK, STAMPED C 132 1935.
 KN0212
 KN0212                          STATION RECOVERY (1964)
 KN0212
 KN0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KN0212'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0314 ***********************************************************************
 MR0314  DESIGNATION -  C 134
 MR0314  PID         -  MR0314
 MR0314  STATE/COUNTY-  UT/SUMMIT
 MR0314  COUNTRY     -  US
 MR0314  USGS QUAD   -  HEINERS CREEK (2017)
 MR0314
 MR0314                         *CURRENT SURVEY CONTROL
 MR0314  ______________________________________________________________________
 MR0314* NAD 83(1986) POSITION- 41 03 11.     (N) 111 17 58.     (W)   SCALED
 MR0314* NAVD 88 ORTHO HEIGHT -  1808.511 (meters)     5933.42  (feet) ADJUSTED
 MR0314  ______________________________________________________________________
 MR0314  GEOID HEIGHT    -        -15.701 (meters)                     GEOID18
 MR0314  DYNAMIC HEIGHT  -       1806.871 (meters)     5928.04  (feet) COMP
 MR0314  MODELED GRAVITY -    979,654.0   (mgal)                       NAVD 88
 MR0314
 MR0314  VERT ORDER      -  FIRST     CLASS II
 MR0314
 MR0314.The horizontal coordinates were scaled from a map and have
 MR0314.an estimated accuracy of +/- 6 seconds.
 MR0314
 MR0314.The orthometric height was determined by differential leveling and
 MR0314.adjusted by the NATIONAL GEODETIC SURVEY
 MR0314.in June 1991.
 MR0314
 MR0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0314.GEOID18 height accuracy estimate available here.
 MR0314
 MR0314.Click photographs - Photos may exist for this station.
 MR0314
 MR0314.The dynamic height is computed by dividing the NAVD 88
 MR0314.geopotential number by the normal gravity value computed on the
 MR0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0314.degrees latitude (g = 980.6199 gals.).
 MR0314
 MR0314.The modeled gravity was interpolated from observed gravity values.
 MR0314
 MR0314;                    North         East    Units  Estimated Accuracy
 MR0314;SPC UT N     - 1,079,940.      516,860.      MT  (+/- 180 meters Scaled)
 MR0314
 MR0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL748446(NAD 83)
 MR0314
 MR0314                          SUPERSEDED SURVEY CONTROL
 MR0314
 MR0314  NGVD 29 (??/??/92) 1807.176  (m)         5929.04   (f) SUPERSEDED  1 2
 MR0314  NGVD 29 (06/08/92) 1807.270  (m)         5929.35   (f) ADJUSTED    1 2
 MR0314
 MR0314.Superseded values are not recommended for survey control.
 MR0314
 MR0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0314.See file dsdata.pdf to determine how the superseded data were derived.
 MR0314
 MR0314_MARKER: DB = BENCH MARK DISK
 MR0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0314_STAMPING: C 134 1958
 MR0314_MARK LOGO: CGS
 MR0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0314+STABILITY: SURFACE MOTION
 MR0314
 MR0314  HISTORY     - Date     Condition        Report By
 MR0314  HISTORY     - 1958     MONUMENTED       CGS
 MR0314  HISTORY     - 1983     GOOD             NGS
 MR0314
 MR0314                          STATION DESCRIPTION
 MR0314
 MR0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0314'9.9 MI NE FROM ECHO.
 MR0314'ABOUT 9.9 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0314'STATION AT ECHO, 7 TELEPHONE POLES NORTHEAST OF MILE POST 943, ABOUT
 MR0314'0.35 MILE NORTHEAST OF THE EMORY STATION SIGN, 62 FEET NORTHWEST OF
 MR0314'THE NEAR RAIL OF THE MAIN TRACK, 45 FEET NORTHWEST OF THE NEAR RAIL OF
 MR0314'A SIDE TRACK, 108 FEET SOUTHEAST OF THE CENTER LINE OF U. S. HIGHWAY
 MR0314'30S, 27 FEET SOUTHWEST OF THE CENTER LINE OF A GATE, 3 FEET NORTHEAST
 MR0314'OF A BOARD FENCE AND STOCK PEN, 3 FEET SOUTHWEST OF A CONCRETE WITNESS
 MR0314'POST, ABOUT LEVEL THE TRACK, AND IN THE TOP OF A CONCRETE POST
 MR0314'PROJECTING 5 INCHES.
 MR0314
 MR0314                          STATION RECOVERY (1983)
 MR0314
 MR0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0314'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MR0314'FOLLOWING EXCEPTIONS, DELETE 3 FEET SOUTHWEST OF A CONCRETE WITNESS
 MR0314'POST, AND ADD 2.2 METERS
 MR0314'(7.2 FT) SOUTH OF A FENCE CORNER AND WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0360 ***********************************************************************
 MR0360  DESIGNATION -  C 135
 MR0360  PID         -  MR0360
 MR0360  STATE/COUNTY-  UT/MORGAN
 MR0360  COUNTRY     -  US
 MR0360  USGS QUAD   -  MORGAN (2017)
 MR0360
 MR0360                         *CURRENT SURVEY CONTROL
 MR0360  ______________________________________________________________________
 MR0360* NAD 83(1986) POSITION- 41 03 28.2    (N) 111 41 56.1    (W)   HD_HELD2
 MR0360* NAVD 88 ORTHO HEIGHT -  1534.959 (meters)     5035.94  (feet) ADJUSTED
 MR0360  ______________________________________________________________________
 MR0360  GEOID HEIGHT    -        -16.204 (meters)                     GEOID18
 MR0360  DYNAMIC HEIGHT  -       1533.674 (meters)     5031.73  (feet) COMP
 MR0360  MODELED GRAVITY -    979,733.8   (mgal)                       NAVD 88
 MR0360
 MR0360  VERT ORDER      -  FIRST     CLASS II
 MR0360
 MR0360.The horizontal coordinates were established by autonomous hand held GPS
 MR0360.observations and have an estimated accuracy of +/- 10 meters.
 MR0360
 MR0360.The orthometric height was determined by differential leveling and
 MR0360.adjusted by the NATIONAL GEODETIC SURVEY
 MR0360.in June 1991.
 MR0360
 MR0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0360.GEOID18 height accuracy estimate available here.
 MR0360
 MR0360.Click photographs - Photos may exist for this station.
 MR0360
 MR0360.The dynamic height is computed by dividing the NAVD 88
 MR0360.geopotential number by the normal gravity value computed on the
 MR0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0360.degrees latitude (g = 980.6199 gals.).
 MR0360
 MR0360.The modeled gravity was interpolated from observed gravity values.
 MR0360
 MR0360;                    North         East    Units  Estimated Accuracy
 MR0360;SPC UT N     - 1,080,474.      483,279.      MT  (+/- 10 meters HH2 GPS)
 MR0360
 MR0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL4127145412(NAD 83)
 MR0360
 MR0360                          SUPERSEDED SURVEY CONTROL
 MR0360
 MR0360  NGVD 29 (??/??/92) 1533.761  (m)         5032.01   (f) SUPERSEDED  1 2
 MR0360  NGVD 29 (06/08/92) 1533.846  (m)         5032.29   (f) ADJUSTED    1 2
 MR0360
 MR0360.Superseded values are not recommended for survey control.
 MR0360
 MR0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0360.See file dsdata.pdf to determine how the superseded data were derived.
 MR0360
 MR0360_MARKER: DB = BENCH MARK DISK
 MR0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0360_STAMPING: C 135 1958
 MR0360_MARK LOGO: CGS
 MR0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0360+STABILITY: SURFACE MOTION
 MR0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0360+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2010
 MR0360
 MR0360  HISTORY     - Date     Condition        Report By
 MR0360  HISTORY     - 1958     MONUMENTED       CGS
 MR0360  HISTORY     - 1983     GOOD             NGS
 MR0360  HISTORY     - 20030815 GOOD             INDIV
 MR0360  HISTORY     - 20101211 GOOD             GEOCAC
 MR0360
 MR0360                          STATION DESCRIPTION
 MR0360
 MR0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0360'1.8 MI NW FROM MORGAN.
 MR0360'ABOUT 1.8 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0360'STATION AT MORGAN, 8 TELEPHONE POLES SOUTHEAST OF MILE POST 970, 101
 MR0360'FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD CROSSING, 82 FEET
 MR0360'NORTHEAST OF THE NEAR RAIL, 74 FEET NORTH OF A TELEPHONE AND POWER
 MR0360'POLE, 20 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE ROAD, 1 1/2
 MR0360'FEET SOUTHWEST OF A FENCE, 1 1/2 FEET SOUTHEAST OF A METAL WITNESS
 MR0360'POST, ABOUT 4 1/2 FEET ABOVE THE TRACK, AND IN THE TOP OF A CONCRETE
 MR0360'POST PROJECTING 8 INCHES.
 MR0360
 MR0360                          STATION RECOVERY (1983)
 MR0360
 MR0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0360'RECOVERED IN GOOD CONDITION.
 MR0360
 MR0360                          STATION RECOVERY (2003)
 MR0360
 MR0360'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RW)
 MR0360'RECOVERED IN GOOD CONDITION.
 MR0360
 MR0360                          STATION RECOVERY (2010)
 MR0360
 MR0360'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 MR0360'MARK IS NOW INSIDE THE I-84 ROW, ONE FOOT NE OF THE FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0218 ***********************************************************************
 LO0218  DESIGNATION -  C 136
 LO0218  PID         -  LO0218
 LO0218  STATE/COUNTY-  UT/SUMMIT
 LO0218  COUNTRY     -  US
 LO0218  USGS QUAD   -  COALVILLE (2017)
 LO0218
 LO0218                         *CURRENT SURVEY CONTROL
 LO0218  ______________________________________________________________________
 LO0218* NAD 83(1986) POSITION- 40 58 39.     (N) 111 26 39.     (W)   SCALED
 LO0218* NAVD 88 ORTHO HEIGHT -  1665.027 (meters)     5462.68  (feet) ADJUSTED
 LO0218  ______________________________________________________________________
 LO0218  GEOID HEIGHT    -        -16.004 (meters)                     GEOID18
 LO0218  DYNAMIC HEIGHT  -       1663.564 (meters)     5457.88  (feet) COMP
 LO0218  MODELED GRAVITY -    979,687.7   (mgal)                       NAVD 88
 LO0218
 LO0218  VERT ORDER      -  FIRST     CLASS II
 LO0218
 LO0218.The horizontal coordinates were scaled from a map and have
 LO0218.an estimated accuracy of +/- 6 seconds.
 LO0218
 LO0218.The orthometric height was determined by differential leveling and
 LO0218.adjusted by the NATIONAL GEODETIC SURVEY
 LO0218.in June 1991.
 LO0218
 LO0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0218.GEOID18 height accuracy estimate available here.
 LO0218
 LO0218.Click photographs - Photos may exist for this station.
 LO0218
 LO0218.The dynamic height is computed by dividing the NAVD 88
 LO0218.geopotential number by the normal gravity value computed on the
 LO0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0218.degrees latitude (g = 980.6199 gals.).
 LO0218
 LO0218.The modeled gravity was interpolated from observed gravity values.
 LO0218
 LO0218;                    North         East    Units  Estimated Accuracy
 LO0218;SPC UT N     - 1,071,540.      504,700.      MT  (+/- 180 meters Scaled)
 LO0218
 LO0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL626363(NAD 83)
 LO0218
 LO0218                          SUPERSEDED SURVEY CONTROL
 LO0218
 LO0218  NGVD 29 (??/??/92) 1663.747  (m)         5458.48   (f) ADJ UNCH    1 2
 LO0218
 LO0218.Superseded values are not recommended for survey control.
 LO0218
 LO0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0218.See file dsdata.pdf to determine how the superseded data were derived.
 LO0218
 LO0218_MARKER: DB = BENCH MARK DISK
 LO0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0218_STAMPING: C 136 1958
 LO0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0218+STABILITY: SURFACE MOTION
 LO0218
 LO0218  HISTORY     - Date     Condition        Report By
 LO0218  HISTORY     - 1958     MONUMENTED       CGS
 LO0218  HISTORY     - 1983     MARK NOT FOUND   NGS
 LO0218
 LO0218                          STATION DESCRIPTION
 LO0218
 LO0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LO0218'IN ECHO.
 LO0218'AT ECHO, 2 1/2 FEET NORTH OF THE NORTH CORNER OF THE UNION PACIFIC
 LO0218'RAILROAD STATION, 58 FEET NORTHEAST OF THE NEAR RAIL, 34 FEET
 LO0218'SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST TRAFFIC LANE OF U. S.
 LO0218'HIGHWAY 30S, 6 1/2 FEET SOUTH OF A POWER POLE, AND IN THE TOP OF A
 LO0218'CONCRETE POST PROJECTING 5 INCHES.
 LO0218
 LO0218                          STATION RECOVERY (1983)
 LO0218
 LO0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LO0218'NOTE=THERE HAS BEEN EXTENSIVE GRADING AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0076 ***********************************************************************
 HO0076  HT_MOD      -  This is a Height Modernization Survey Station.
 HO0076  CBN         -  This is a Cooperative Base Network Control Station.
 HO0076  DESIGNATION -  C 137
 HO0076  PID         -  HO0076
 HO0076  STATE/COUNTY-  UT/KANE
 HO0076  COUNTRY     -  US
 HO0076  USGS QUAD   -  THOMPSON POINT (2017)
 HO0076
 HO0076                         *CURRENT SURVEY CONTROL
 HO0076  ______________________________________________________________________
 HO0076* NAD 83(2011) POSITION- 37 01 47.37551(N) 112 29 54.14521(W)   ADJUSTED
 HO0076* NAD 83(2011) ELLIP HT-  1516.643 (meters)        (06/27/12)   ADJUSTED
 HO0076* NAD 83(2011) EPOCH   -  2010.00
 HO0076* NAVD 88 ORTHO HEIGHT -  1538.74  (meters)     5048.3   (feet) GPS OBS
 HO0076  ______________________________________________________________________
 HO0076  NAVD 88 orthometric height was determined with geoid model    GEOID09
 HO0076  GEOID HEIGHT    -        -22.070 (meters)                     GEOID09
 HO0076  GEOID HEIGHT    -        -22.088 (meters)                     GEOID18
 HO0076  NAD 83(2011) X  - -1,951,249.898 (meters)                     COMP
 HO0076  NAD 83(2011) Y  - -4,711,112.191 (meters)                     COMP
 HO0076  NAD 83(2011) Z  -  3,820,949.563 (meters)                     COMP
 HO0076  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC18
 HO0076
 HO0076  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HO0076  Standards:
 HO0076         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HO0076            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HO0076  -------------------------------------------------------------------
 HO0076  NETWORK    0.64   1.27           0.29   0.23   0.65      0.04884160
 HO0076  -------------------------------------------------------------------
 HO0076  Click here for local accuracies and other accuracy information.
 HO0076
 HO0076.The horizontal coordinates were established by GPS observations
 HO0076.and adjusted by the National Geodetic Survey in June 2012.
 HO0076
 HO0076.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HO0076.been affixed to the stable North American tectonic plate. See 
 HO0076.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HO0076
 HO0076.The horizontal coordinates are valid at the epoch date displayed above
 HO0076.which is a decimal equivalence of Year/Month/Day.
 HO0076
 HO0076.The orthometric height was determined by GPS observations and a
 HO0076.high-resolution geoid model using precise GPS observation and
 HO0076.processing techniques.
 HO0076
 HO0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0076.GEOID18 height accuracy estimate available here.
 HO0076
 HO0076.Click photographs - Photos may exist for this station.
 HO0076
 HO0076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HO0076
 HO0076.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0076
 HO0076.The ellipsoidal height was determined by GPS observations
 HO0076.and is referenced to NAD 83.
 HO0076
 HO0076. The following values were computed from the NAD 83(2011) position.
 HO0076
 HO0076;                    North         East     Units Scale Factor Converg.
 HO0076;SPC UT S     - 3,040,779.228   411,166.190   MT  1.00003729   -0 36 42.1
 HO0076;SPC UT S     - 9,976,289.85  1,348,967.74   sFT  1.00003729   -0 36 42.1
 HO0076;UTM  12      - 4,099,230.734   366,728.484   MT  0.99981880   -0 54 09.0
 HO0076
 HO0076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0076!SPC UT S     -   0.99976205  x   1.00003729  =   0.99979933
 HO0076!UTM  12      -   0.99976205  x   0.99981880  =   0.99958089
 HO0076
 HO0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6672899230(NAD 83)
 HO0076
 HO0076                          SUPERSEDED SURVEY CONTROL
 HO0076
 HO0076  ELLIP H (02/17/09) 1516.675  (m)                       GP(       ) 4 1
 HO0076  NAD 83(2007)-  37 01 47.37479(N)    112 29 54.14549(W) AD(2002.00) 0
 HO0076  ELLIP H (02/10/07) 1516.648  (m)                       GP(2002.00)    
 HO0076  ELLIP H (01/12/01) 1516.661  (m)                       GP(       ) 4 1
 HO0076  NAD 83(1994)-  37 01 47.37423(N)    112 29 54.14397(W) AD(       ) B
 HO0076  ELLIP H (04/21/95) 1516.743  (m)                       GP(       ) 4 1
 HO0076  NAVD 88 (02/17/09) 1538.75   (m)  GEOID03  model used  GPS OBS        
 HO0076  NAVD 88            1538.70   (m)         5048.2    (f) LEVELING    3  
 HO0076  NAVD 88 (06/15/91) 1538.698  (m)         5048.21   (f) ADJUSTED    1 2
 HO0076  NGVD 29 (??/??/92) 1537.666  (m)         5044.83   (f) ADJ UNCH    1 2
 HO0076
 HO0076.Superseded values are not recommended for survey control.
 HO0076
 HO0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0076.See file dsdata.pdf to determine how the superseded data were derived.
 HO0076
 HO0076_MARKER: DB = BENCH MARK DISK
 HO0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0076_STAMPING: C 137 1962
 HO0076_MARK LOGO: CGS
 HO0076_PROJECTION: PROJECTING 10 CENTIMETERS
 HO0076_MAGNETIC: N = NO MAGNETIC MATERIAL
 HO0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0076+STABILITY: SURFACE MOTION
 HO0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0076+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2008
 HO0076
 HO0076  HISTORY     - Date     Condition        Report By
 HO0076  HISTORY     - 1962     MONUMENTED       CGS
 HO0076  HISTORY     - 1983     GOOD             NGS
 HO0076  HISTORY     - 19931118 GOOD             NGS
 HO0076  HISTORY     - 19951212 GOOD             CHANCE
 HO0076  HISTORY     - 20080909 GOOD             NGS
 HO0076  HISTORY     - 20080910 GOOD             GEOANA
 HO0076
 HO0076                          STATION DESCRIPTION
 HO0076
 HO0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0076'2.45 MI SE FROM KANAB.
 HO0076'ABOUT 2.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY
 HO0076'SAINTS CHURCH AT KANAB, 0.1 MILE WEST OF A CURVE IN THE HIGHWAY, 45
 HO0076'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 14.5 FEET
 HO0076'SOUTH-SOUTHWEST OF MILEPOST NUMBER 2, 1.3 FEET NORTH OF A FENCE, 1.5
 HO0076'FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 HO0076'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HO0076
 HO0076                          STATION RECOVERY (1983)
 HO0076
 HO0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0076'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.76 KM
 HO0076'(1.1 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0076'SAINTS IN KANAB, THENCE 2.15 KM (1.35 MI) SOUTHEAST ALONG OLD US
 HO0076'HIGHWAY 89, 0.35 KM (0.2 MI) WEST OF A CEMENT PLANT, 0.1 KM (0.05 MI)
 HO0076'WEST OF THE WEST END OF A CURVE IN THE OLD HIGHWAY, 13.7 METERS
 HO0076'(45 FT) SOUTH OF THE OLD HIGHWAY CENTERLINE, 25.9 METERS (85 FT)
 HO0076'SOUTH-SOUTHWEST ACROSS THE HIGHWAY FROM THE FIRST POWER POLE WEST OF
 HO0076'THE CURVE, 0.3 METER (1 FT) NORTH OF THE RIGHT OF WAY FENCE.
 HO0076'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 HO0076'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HO0076
 HO0076                          STATION RECOVERY (1993)
 HO0076
 HO0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 HO0076'MARK IS LOCATED ABOUT 3 KM (1.85 MI) EAST OF KANAB, 3.4 KM (2.10 MI)
 HO0076'WEST OF A SMALL ELECTRIC SUBSTATION, ALONG OLD HIGHWAY 89, ON THE
 HO0076'RIGHT-OF-WAY, IN THE NORTHWEST 1/4 OF SECTION 35, T 43 S, R 2 W.
 HO0076'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE
 HO0076'JUNCTION OF US HIGHWAYS 89 AND 89 ALTERNATE ON THE SOUTHEAST SIDE OF
 HO0076'KANAB, GO EAST ON HIGHWAY 89 FOR 1.1 KM (0.70 MI) TO A PAVED
 HO0076'CROSSROAD.  TURN RIGHT, SOUTHERLY FOR 0.1 KM (0.05 MI) TO A PAVED
 HO0076'ROAD.  TURN LEFT, EASTERLY FOR 0.8 KM (0.50 MI) TO AN ELECTRIC
 HO0076'SUBSTATION ON THE RIGHT.  CONTINUE AHEAD FOR 1.19 KM (0.75 MI) TO THE
 HO0076'MARK ON THE RIGHT. MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE
 HO0076'POST PROJECTING 10 CM ABOVE GROUND.  IT IS 12.9 M (42.3 FT) SOUTH OF,
 HO0076'AND LEVEL WITH THE ROAD CENTER, 0.4 M (1.3 FT) NORTH OF A RIGHT-OF-WAY
 HO0076'FENCE, 0.5 M (1.6 FT) EAST OF A METAL WITNESS POST, 0.5 M (1.6 FT)
 HO0076'EAST-SOUTHEAST OF A FIBERGLASS WITNESS POST, 21.6 M (70.9 FT) EAST OF
 HO0076'A POWERLINE POLE, AND 25.9 M (85.0 FT) SOUTHWEST OF A UTILITY POLE
 HO0076'WITH GUY WIRE. DESCRIBED BY G.R.HEID
 HO0076
 HO0076                          STATION RECOVERY (1995)
 HO0076
 HO0076'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (MFY)
 HO0076'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 HO0076
 HO0076                          STATION RECOVERY (2008)
 HO0076
 HO0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (DHM)
 HO0076'RECOVERED IN GOOD CONDITION.
 HO0076
 HO0076                          STATION RECOVERY (2008)
 HO0076
 HO0076'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 HO0076'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0115 ***********************************************************************
 HO0115  DESIGNATION -  C 138
 HO0115  PID         -  HO0115
 HO0115  STATE/COUNTY-  UT/KANE
 HO0115  COUNTRY     -  US
 HO0115  USGS QUAD   -  KANAB (2017)
 HO0115
 HO0115                         *CURRENT SURVEY CONTROL
 HO0115  ______________________________________________________________________
 HO0115* NAD 83(1986) POSITION- 37 00 34.4    (N) 112 31 38.1    (W)   HD_HELD2
 HO0115* NAVD 88 ORTHO HEIGHT -  1476.228 (meters)     4843.26  (feet) ADJUSTED
 HO0115  ______________________________________________________________________
 HO0115  GEOID HEIGHT    -        -22.114 (meters)                     GEOID18
 HO0115  DYNAMIC HEIGHT  -       1474.561 (meters)     4837.79  (feet) COMP
 HO0115  MODELED GRAVITY -    979,450.2   (mgal)                       NAVD 88
 HO0115
 HO0115  VERT ORDER      -  FIRST     CLASS II
 HO0115
 HO0115.This mark is at Kanab Airport (KNB)
 HO0115
 HO0115.The horizontal coordinates were established by autonomous hand held GPS
 HO0115.observations and have an estimated accuracy of +/- 10 meters.
 HO0115
 HO0115.The orthometric height was determined by differential leveling and
 HO0115.adjusted by the NATIONAL GEODETIC SURVEY
 HO0115.in June 1991.
 HO0115
 HO0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0115.GEOID18 height accuracy estimate available here.
 HO0115
 HO0115.Click photographs - Photos may exist for this station.
 HO0115
 HO0115.The dynamic height is computed by dividing the NAVD 88
 HO0115.geopotential number by the normal gravity value computed on the
 HO0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0115.degrees latitude (g = 980.6199 gals.).
 HO0115
 HO0115.The modeled gravity was interpolated from observed gravity values.
 HO0115
 HO0115;                    North         East    Units  Estimated Accuracy
 HO0115;SPC UT S     - 3,038,557.      408,572.      MT  (+/- 10 meters HH2 GPS)
 HO0115
 HO0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6412397022(NAD 83)
 HO0115
 HO0115                          SUPERSEDED SURVEY CONTROL
 HO0115
 HO0115  NGVD 29 (??/??/92) 1475.301  (m)         4840.22   (f) ADJ UNCH    1 2
 HO0115
 HO0115.Superseded values are not recommended for survey control.
 HO0115
 HO0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0115.See file dsdata.pdf to determine how the superseded data were derived.
 HO0115
 HO0115_MARKER: DB = BENCH MARK DISK
 HO0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0115_STAMPING: C 138 1962
 HO0115_MARK LOGO: CGS
 HO0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0115+STABILITY: SURFACE MOTION
 HO0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0115+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2016
 HO0115
 HO0115  HISTORY     - Date     Condition        Report By
 HO0115  HISTORY     - 1962     MONUMENTED       CGS
 HO0115  HISTORY     - 1983     GOOD             NGS
 HO0115  HISTORY     - 20160704 GOOD             NGS
 HO0115
 HO0115                          STATION DESCRIPTION
 HO0115
 HO0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0115'2.9 MI S FROM KANAB.
 HO0115'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY SAINTS
 HO0115'CHURCH AT KANAB.  THENCE 2.45 MILES SOUTH ALONG U.S. HIGHWAY 89
 HO0115'ALTERNATE, AT THE ENTRANCE OF THE KANAB MUNICIPAL AIRPORT, 153 FEET
 HO0115'NORTHWEST OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY AND THE
 HO0115'ENTRANCE TO THE AIRPORT, 85 FEET WEST OF THE CENTER LINE OF THE
 HO0115'HIGHWAY, 126 FEET NORTH OF THE CENTER LINE OF THE AIRPORT ENTRANCE
 HO0115'ROAD, 44 FEET WEST OF A FENCE, 5 1/2 FEET EAST OF A POWER POLE, 1.6
 HO0115'FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 HO0115'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HO0115
 HO0115                          STATION RECOVERY (1983)
 HO0115
 HO0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0115'RECOVERED IN GOOD CONDITION.
 HO0115
 HO0115                          STATION RECOVERY (2016)
 HO0115
 HO0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016 (DW)
 HO0115'STATION IS BEHIND AIRPORT SECURITY FENCE.  MONUMENT IS TILTED
 HO0115'SLIGHTLY TO SOUTH.
 HO0115'THIS IS GRAVITY BASE STATION 'KANAB J,' DOD 4632-1, IGB 12072J, UUT
 HO0115'DZ-197 AND UM-502.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0524 ***********************************************************************
 HN0524  DESIGNATION -  C 139
 HN0524  PID         -  HN0524
 HN0524  STATE/COUNTY-  UT/KANE
 HN0524  COUNTRY     -  US
 HN0524  USGS QUAD   -  WEST CLARK BENCH (2017)
 HN0524
 HN0524                         *CURRENT SURVEY CONTROL
 HN0524  ______________________________________________________________________
 HN0524* NAD 83(1986) POSITION- 37 06 38.3    (N) 111 55 22.8    (W)   HD_HELD2
 HN0524* NAVD 88 ORTHO HEIGHT -  1345.967 (meters)     4415.89  (feet) ADJUSTED
 HN0524  ______________________________________________________________________
 HN0524  GEOID HEIGHT    -        -22.670 (meters)                     GEOID18
 HN0524  DYNAMIC HEIGHT  -       1344.431 (meters)     4410.85  (feet) COMP
 HN0524  MODELED GRAVITY -    979,443.9   (mgal)                       NAVD 88
 HN0524
 HN0524  VERT ORDER      -  FIRST     CLASS II
 HN0524
 HN0524.The horizontal coordinates were established by autonomous hand held GPS
 HN0524.observations and have an estimated accuracy of +/- 10 meters.
 HN0524
 HN0524.The orthometric height was determined by differential leveling and
 HN0524.adjusted by the NATIONAL GEODETIC SURVEY
 HN0524.in June 1991.
 HN0524
 HN0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0524.GEOID18 height accuracy estimate available here.
 HN0524
 HN0524.Click photographs - Photos may exist for this station.
 HN0524
 HN0524.The dynamic height is computed by dividing the NAVD 88
 HN0524.geopotential number by the normal gravity value computed on the
 HN0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0524.degrees latitude (g = 980.6199 gals.).
 HN0524
 HN0524.The modeled gravity was interpolated from observed gravity values.
 HN0524
 HN0524;                    North         East    Units  Estimated Accuracy
 HN0524;SPC UT S     - 3,049,359.      462,402.      MT  (+/- 10 meters HH2 GPS)
 HN0524
 HN0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG1799307544(NAD 83)
 HN0524
 HN0524                          SUPERSEDED SURVEY CONTROL
 HN0524
 HN0524  NGVD 29 (??/??/92) 1345.014  (m)         4412.77   (f) ADJ UNCH    1 2
 HN0524
 HN0524.Superseded values are not recommended for survey control.
 HN0524
 HN0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0524.See file dsdata.pdf to determine how the superseded data were derived.
 HN0524
 HN0524_MARKER: DB = BENCH MARK DISK
 HN0524_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HN0524+WITH SETTING: INFORMATION.
 HN0524_STAMPING: C 139 1962
 HN0524_MARK LOGO: CGS
 HN0524_MAGNETIC: I = MARKER IS A STEEL ROD
 HN0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0524
 HN0524  HISTORY     - Date     Condition        Report By
 HN0524  HISTORY     - 1962     MONUMENTED       CGS
 HN0524  HISTORY     - 1983     GOOD             NGS
 HN0524
 HN0524                          STATION DESCRIPTION
 HN0524
 HN0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0524'30.45 MI W FROM PAGE, AZ.
 HN0524'ABOUT 30.45 MILES WEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END OF
 HN0524'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.9 MILE WEST OF THE PARIA
 HN0524'RIVER BRIDGE, 0.45 MILE WEST OF MILEPOST NUMBER 43, 257 FEET NORTH OF
 HN0524'THE CENTERLINE OF THE HIGHWAY, 5 FEET SOUTH OF A GUYED POWER LINE
 HN0524'POLE, 1 FOOT SOUTH OF A FENCE, 1.0 FEET NORTH OF A METAL WITNESS POST,
 HN0524'ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET ON TOP OF A
 HN0524'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 10 FEET AND
 HN0524'ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
 HN0524
 HN0524                          STATION RECOVERY (1983)
 HN0524
 HN0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0524'RECOVERED IN GOOD CONDITION.  OMIT--0.45 MI WEST OF MILEPOST 43.
 HN0524'ADD--0.2 KM (0.1 MI) WEST OF MILEPOST 22.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0374 ***********************************************************************
 HN0374  DESIGNATION -  C 14
 HN0374  PID         -  HN0374
 HN0374  STATE/COUNTY-  UT/KANE
 HN0374  COUNTRY     -  US
 HN0374  USGS QUAD   -  GUNSIGHT BUTTE (2017)
 HN0374
 HN0374                         *CURRENT SURVEY CONTROL
 HN0374  ______________________________________________________________________
 HN0374* NAD 83(1986) POSITION- 37 01 06.     (N) 111 19 03.     (W)   SCALED
 HN0374* NAVD 88 ORTHO HEIGHT -   977.985 (meters)     3208.61  (feet) POSTED
 HN0374  ______________________________________________________________________
 HN0374  GEOID HEIGHT    -        -23.459 (meters)                     GEOID18
 HN0374  DYNAMIC HEIGHT  -        976.81  (meters)     3204.8   (feet) COMP
 HN0374  MODELED GRAVITY -    979,397.8   (mgal)                       NAVD 88
 HN0374
 HN0374  VERT ORDER      -  * POSTED, SEE BELOW
 HN0374
 HN0374.The horizontal coordinates were scaled from a map and have
 HN0374.an estimated accuracy of +/- 6 seconds.
 HN0374
 HN0374.The orthometric height was determined by differential leveling
 HN0374.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0374
 HN0374.* This is a POSTED BENCH MARK height.
 HN0374
 HN0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0374.GEOID18 height accuracy estimate available here.
 HN0374
 HN0374.Click photographs - Photos may exist for this station.
 HN0374
 HN0374.The dynamic height is computed by dividing the NAVD 88
 HN0374.geopotential number by the normal gravity value computed on the
 HN0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0374.degrees latitude (g = 980.6199 gals.).
 HN0374
 HN0374.The modeled gravity was interpolated from observed gravity values.
 HN0374
 HN0374;                    North         East    Units  Estimated Accuracy
 HN0374;SPC UT S     - 3,039,050.      516,240.      MT  (+/- 180 meters Scaled)
 HN0374
 HN0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF717969(NAD 83)
 HN0374
 HN0374                          SUPERSEDED SURVEY CONTROL
 HN0374
 HN0374  NGVD 29 (??/??/92)  976.994  (m)         3205.35   (f) ADJ UNCH    1 2
 HN0374
 HN0374.Superseded values are not recommended for survey control.
 HN0374
 HN0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0374.See file dsdata.pdf to determine how the superseded data were derived.
 HN0374
 HN0374_MARKER: DB = BENCH MARK DISK
 HN0374_SETTING: 66 = SET IN ROCK OUTCROP
 HN0374_STAMPING: U 7 1921
 HN0374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0374+STABILITY: POSITION/ELEVATION WELL
 HN0374
 HN0374  HISTORY     - Date     Condition        Report By
 HN0374  HISTORY     - 1921     MONUMENTED       CGS
 HN0374  HISTORY     - 1953     MARK NOT FOUND   USGS
 HN0374
 HN0374                          STATION DESCRIPTION
 HN0374
 HN0374'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0374'35.0 MI N FROM LEES FERRY.
 HN0374'IN KANE COUNTY, UTAH, 35 MILES NORTH ALONG COLORADO RIVER FROM LEES
 HN0374'FERRY, COCONIO COUNTY, ARIZONA, ON THE LEFT BANK OF THE RIVER (LOOKING
 HN0374'UPSTREAM), BACK OF SOME WILLOW TREES ON THE RIVERS EDGE, IN THE STONE
 HN0374'AT THE EDGE OF A RED SANDSTONE BLUFF, AND BEYOND A WEEDY FLAT. A
 HN0374'STANDARD DISK, ERRONEOUSLY STAMPED U 7 1921.  NOTE-- C 14 ERRONEOUSLY
 HN0374'STAMPED U 7 1921.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0545 ***********************************************************************
 HN0545  DESIGNATION -  C 140
 HN0545  PID         -  HN0545
 HN0545  STATE/COUNTY-  UT/KANE
 HN0545  COUNTRY     -  US
 HN0545  USGS QUAD   -  LONE ROCK (2017)
 HN0545
 HN0545                         *CURRENT SURVEY CONTROL
 HN0545  ______________________________________________________________________
 HN0545* NAD 83(1986) POSITION- 37 01 56.97   (N) 111 36 32.97   (W)   HD_HELD1
 HN0545* NAVD 88 ORTHO HEIGHT -  1220.022 (meters)     4002.69  (feet) ADJUSTED
 HN0545  ______________________________________________________________________
 HN0545  GEOID HEIGHT    -        -23.358 (meters)                     GEOID18
 HN0545  DYNAMIC HEIGHT  -       1218.649 (meters)     3998.18  (feet) COMP
 HN0545  MODELED GRAVITY -    979,464.9   (mgal)                       NAVD 88
 HN0545
 HN0545  VERT ORDER      -  FIRST     CLASS II
 HN0545
 HN0545.The horizontal coordinates were determined by differentially corrected
 HN0545.hand held GPS observations or other comparable positioning techniques
 HN0545.and have an estimated accuracy of +/- 3 meters.
 HN0545
 HN0545.The orthometric height was determined by differential leveling and
 HN0545.adjusted by the NATIONAL GEODETIC SURVEY
 HN0545.in June 1991.
 HN0545
 HN0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0545.GEOID18 height accuracy estimate available here.
 HN0545
 HN0545.Click photographs - Photos may exist for this station.
 HN0545
 HN0545.The dynamic height is computed by dividing the NAVD 88
 HN0545.geopotential number by the normal gravity value computed on the
 HN0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0545.degrees latitude (g = 980.6199 gals.).
 HN0545
 HN0545.The modeled gravity was interpolated from observed gravity values.
 HN0545
 HN0545;                    North         East    Units  Estimated Accuracy
 HN0545;SPC UT S     - 3,040,606.5     490,287.4     MT  (+/- 3 meters HH1 GPS) 
 HN0545
 HN0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4582298650(NAD 83)
 HN0545
 HN0545                          SUPERSEDED SURVEY CONTROL
 HN0545
 HN0545  NGVD 29 (??/??/92) 1219.115  (m)         3999.71   (f) ADJ UNCH    1 2
 HN0545
 HN0545.Superseded values are not recommended for survey control.
 HN0545
 HN0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0545.See file dsdata.pdf to determine how the superseded data were derived.
 HN0545
 HN0545_MARKER: DB = BENCH MARK DISK
 HN0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0545_STAMPING: C 140 1962
 HN0545_MARK LOGO: CGS
 HN0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0545+STABILITY: SURFACE MOTION
 HN0545
 HN0545  HISTORY     - Date     Condition        Report By
 HN0545  HISTORY     - 1962     MONUMENTED       CGS
 HN0545  HISTORY     - 1973     GOOD             NGS
 HN0545  HISTORY     - 1973     GOOD             NGS
 HN0545  HISTORY     - 1983     GOOD             NGS
 HN0545
 HN0545                          STATION DESCRIPTION
 HN0545
 HN0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0545'10.6 MI NW FROM PAGE, AZ.
 HN0545'ABOUT 10.6 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 HN0545'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.1 MILE NORTHWEST OF
 HN0545'MILEPOST NUMBER 62, 175 FEET NORTH OF A TELEPHONE POLE NUMBERED 1, 133
 HN0545'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.5 FEET NORTHEAST OF
 HN0545'A FENCE, 2.3 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET
 HN0545'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HN0545'PROJECTING 6 INCHES.
 HN0545
 HN0545                          STATION RECOVERY (1973)
 HN0545
 HN0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HN0545'RECOVERED IN GOOD CONDITION.
 HN0545
 HN0545                          STATION RECOVERY (1973)
 HN0545
 HN0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HN0545'RECOVERED IN GOOD CONDITION.
 HN0545
 HN0545                          STATION RECOVERY (1983)
 HN0545
 HN0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0545'RECOVERED IN GOOD CONDITION.  OMIT--0.1 MI NORTHWEST OF MILEPOST 62.
 HN0545'ADD--0.1 KM (0.05 MI) SOUTHEAST OF MILEPOST 3.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0166 ***********************************************************************
 HN0166  DESIGNATION -  C 141
 HN0166  PID         -  HN0166
 HN0166  STATE/COUNTY-  UT/SAN JUAN
 HN0166  COUNTRY     -  US
 HN0166  USGS QUAD   -  CLAY HILLS (2017)
 HN0166
 HN0166                         *CURRENT SURVEY CONTROL
 HN0166  ______________________________________________________________________
 HN0166* NAD 83(1986) POSITION- 37 23 17.4    (N) 110 17 39.2    (W)   HD_HELD2
 HN0166* NAVD 88 ORTHO HEIGHT -  1419.598 (meters)     4657.46  (feet) ADJUSTED
 HN0166  ______________________________________________________________________
 HN0166  GEOID HEIGHT    -        -21.404 (meters)                     GEOID18
 HN0166  DYNAMIC HEIGHT  -       1418.020 (meters)     4652.29  (feet) COMP
 HN0166  MODELED GRAVITY -    979,469.9   (mgal)                       NAVD 88
 HN0166
 HN0166  VERT ORDER      -  FIRST     CLASS II
 HN0166
 HN0166.The horizontal coordinates were established by autonomous hand held GPS
 HN0166.observations and have an estimated accuracy of +/- 10 meters.
 HN0166
 HN0166.The orthometric height was determined by differential leveling and
 HN0166.adjusted by the NATIONAL GEODETIC SURVEY
 HN0166.in June 1991.
 HN0166
 HN0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0166.GEOID18 height accuracy estimate available here.
 HN0166
 HN0166.Click photographs - Photos may exist for this station.
 HN0166
 HN0166.The dynamic height is computed by dividing the NAVD 88
 HN0166.geopotential number by the normal gravity value computed on the
 HN0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0166.degrees latitude (g = 980.6199 gals.).
 HN0166
 HN0166.The modeled gravity was interpolated from observed gravity values.
 HN0166
 HN0166;                    North         East    Units  Estimated Accuracy
 HN0166;SPC UT S     - 3,080,763.      606,775.      MT  (+/- 10 meters HH2 GPS)
 HN0166
 HN0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG6247738168(NAD 83)
 HN0166
 HN0166                          SUPERSEDED SURVEY CONTROL
 HN0166
 HN0166  NGVD 29 (??/??/92) 1418.646  (m)         4654.34   (f) ADJ UNCH    1 2
 HN0166
 HN0166.Superseded values are not recommended for survey control.
 HN0166
 HN0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0166.See file dsdata.pdf to determine how the superseded data were derived.
 HN0166
 HN0166_MARKER: DB = BENCH MARK DISK
 HN0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0166_STAMPING: C 141 1962
 HN0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0166+STABILITY: SURFACE MOTION
 HN0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0166+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2012
 HN0166
 HN0166  HISTORY     - Date     Condition        Report By
 HN0166  HISTORY     - 1962     MONUMENTED       CGS
 HN0166  HISTORY     - 20120906 GOOD             GEOCAC
 HN0166
 HN0166                          STATION DESCRIPTION
 HN0166
 HN0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0166'34.0 MI S FROM FRY CANYON.
 HN0166'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH STATE HIGHWAY 95 FROM THE POST
 HN0166'OFFICE AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT
 HN0166'ROAD.  THENCE 2.0 MILES SOUTHWEST ALONG A BULLDOZED ROAD LEADING TO
 HN0166'THE SAN JUAN RIVER, 57 FEET NORTHWEST OF THE CENTERLINE OF THE
 HN0166'BULLDOZED ROAD, 3.1 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 5
 HN0166'1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 HN0166'POST PROJECTING 6 INCHES.
 HN0166
 HN0166                          STATION RECOVERY (2012)
 HN0166
 HN0166'RECOVERY NOTE BY GEOCACHING 2012 (BA)
 HN0166'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0122 ***********************************************************************
 HN0122  DESIGNATION -  C 142
 HN0122  PID         -  HN0122
 HN0122  STATE/COUNTY-  UT/SAN JUAN
 HN0122  COUNTRY     -  US
 HN0122  USGS QUAD   -  OLJATO (2017)
 HN0122
 HN0122                         *CURRENT SURVEY CONTROL
 HN0122  ______________________________________________________________________
 HN0122* NAD 83(1986) POSITION- 37 02 18.9    (N) 110 20 30.4    (W)   HD_HELD2
 HN0122* NAVD 88 ORTHO HEIGHT -  1503.487 (meters)     4932.69  (feet) ADJUSTED
 HN0122  ______________________________________________________________________
 HN0122  GEOID HEIGHT    -        -21.267 (meters)                     GEOID18
 HN0122  DYNAMIC HEIGHT  -       1501.762 (meters)     4927.03  (feet) COMP
 HN0122  MODELED GRAVITY -    979,431.4   (mgal)                       NAVD 88
 HN0122
 HN0122  VERT ORDER      -  FIRST     CLASS II
 HN0122
 HN0122.The horizontal coordinates were established by autonomous hand held GPS
 HN0122.observations and have an estimated accuracy of +/- 10 meters.
 HN0122
 HN0122.The orthometric height was determined by differential leveling and
 HN0122.adjusted by the NATIONAL GEODETIC SURVEY
 HN0122.in June 1991.
 HN0122
 HN0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0122.GEOID18 height accuracy estimate available here.
 HN0122
 HN0122.Click photographs - Photos may exist for this station.
 HN0122
 HN0122.The dynamic height is computed by dividing the NAVD 88
 HN0122.geopotential number by the normal gravity value computed on the
 HN0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0122.degrees latitude (g = 980.6199 gals.).
 HN0122
 HN0122.The modeled gravity was interpolated from observed gravity values.
 HN0122
 HN0122;                    North         East    Units  Estimated Accuracy
 HN0122;SPC UT S     - 3,041,915.      603,044.      MT  (+/- 10 meters HH2 GPS)
 HN0122
 HN0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF5853699355(NAD 83)
 HN0122
 HN0122                          SUPERSEDED SURVEY CONTROL
 HN0122
 HN0122  NGVD 29 (??/??/92) 1502.569  (m)         4929.68   (f) ADJ UNCH    1 2
 HN0122
 HN0122.Superseded values are not recommended for survey control.
 HN0122
 HN0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0122.See file dsdata.pdf to determine how the superseded data were derived.
 HN0122
 HN0122_MARKER: DB = BENCH MARK DISK
 HN0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0122_STAMPING: C 142 1962
 HN0122_MARK LOGO: CGS
 HN0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0122+STABILITY: SURFACE MOTION
 HN0122
 HN0122  HISTORY     - Date     Condition        Report By
 HN0122  HISTORY     - 1962     MONUMENTED       CGS
 HN0122  HISTORY     - 1982     GOOD             USGS
 HN0122  HISTORY     - 1982     GOOD             USGS
 HN0122
 HN0122                          STATION DESCRIPTION
 HN0122
 HN0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0122'1.4 MI SW FROM OLJETO.
 HN0122'ABOUT 1.4 MILES SOUTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0122'FROM THE TRADING POST AT OLJETO, ABOUT 500 FEET SOUTH OF HOLIDAY MESA,
 HN0122'41 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1.5 FEET NORTH OF A METAL
 HN0122'WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 HN0122'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 HN0122
 HN0122                          STATION RECOVERY (1982)
 HN0122
 HN0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0122'OLJETO, 1.4 MILES SOUTHWEST OF, ABOUT 1.5 MILES WEST ALONG A DIRT
 HN0122'ROAD LEADING TO PIUTE FARMS FROM THE TRADING POST AT OLJETO, ABOUT
 HN0122'300 YD SOUTH OF HOLIDAY MESA, 400 FT EAST OF A SHALLOW DRAIN, 15 FT
 HN0122'NORTH OF ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 HN0122'A STANDARD DISK.
 HN0122
 HN0122                          STATION RECOVERY (1982)
 HN0122
 HN0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0122'OLJETO, 1.4 MILES SOUTHWEST OF, ABOUT 1.5 MILES WEST ALONG A DIRT
 HN0122'ROAD LEADING TO PIUTE FARMS FROM THE TRADING POST AT OLJETO, ABOUT
 HN0122'300 YD SOUTH OF HOLIDAY MESA, 400 FT EAST OF A SHALLOW DRAIN, 15 FT
 HN0122'NORTH OF ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 HN0122'A STANDARD DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0185 ***********************************************************************
 HN0185  DESIGNATION -  C 143
 HN0185  PID         -  HN0185
 HN0185  STATE/COUNTY-  UT/SAN JUAN
 HN0185  COUNTRY     -  US
 HN0185  USGS QUAD   -  MIKES MESA (2017)
 HN0185
 HN0185                         *CURRENT SURVEY CONTROL
 HN0185  ______________________________________________________________________
 HN0185* NAD 83(1986) POSITION- 37 15 00.     (N) 110 25 57.     (W)   SCALED
 HN0185* NAVD 88 ORTHO HEIGHT -  1119.662 (meters)     3673.42  (feet) ADJUSTED
 HN0185  ______________________________________________________________________
 HN0185  GEOID HEIGHT    -        -21.867 (meters)                     GEOID18
 HN0185  DYNAMIC HEIGHT  -       1118.450 (meters)     3669.45  (feet) COMP
 HN0185  MODELED GRAVITY -    979,511.1   (mgal)                       NAVD 88
 HN0185
 HN0185  VERT ORDER      -  FIRST     CLASS II
 HN0185
 HN0185.The horizontal coordinates were scaled from a map and have
 HN0185.an estimated accuracy of +/- 6 seconds.
 HN0185
 HN0185.The orthometric height was determined by differential leveling and
 HN0185.adjusted by the NATIONAL GEODETIC SURVEY
 HN0185.in June 1991.
 HN0185
 HN0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0185.GEOID18 height accuracy estimate available here.
 HN0185
 HN0185.Click photographs - Photos may exist for this station.
 HN0185
 HN0185.The dynamic height is computed by dividing the NAVD 88
 HN0185.geopotential number by the normal gravity value computed on the
 HN0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0185.degrees latitude (g = 980.6199 gals.).
 HN0185
 HN0185.The modeled gravity was interpolated from observed gravity values.
 HN0185
 HN0185;                    North         East    Units  Estimated Accuracy
 HN0185;SPC UT S     - 3,065,280.      594,710.      MT  (+/- 180 meters Scaled)
 HN0185
 HN0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG503227(NAD 83)
 HN0185
 HN0185                          SUPERSEDED SURVEY CONTROL
 HN0185
 HN0185  NGVD 29 (??/??/92) 1118.787  (m)         3670.55   (f) ADJ UNCH    1 2
 HN0185
 HN0185.Superseded values are not recommended for survey control.
 HN0185
 HN0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0185.See file dsdata.pdf to determine how the superseded data were derived.
 HN0185
 HN0185_MARKER: DB = BENCH MARK DISK
 HN0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0185_STAMPING: C 143 1962
 HN0185_MARK LOGO: CGS
 HN0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0185+STABILITY: SURFACE MOTION
 HN0185
 HN0185  HISTORY     - Date     Condition        Report By
 HN0185  HISTORY     - 1962     MONUMENTED       CGS
 HN0185  HISTORY     - 1982     GOOD             USGS
 HN0185  HISTORY     - 1982     GOOD             USGS
 HN0185
 HN0185                          STATION DESCRIPTION
 HN0185
 HN0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0185'19.0 MI NW FROM OLJATO.
 HN0185'ABOUT 19.0 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0185'FROM THE TRADING POST AT OLJATO, 0.5 MILE SOUTHEAST OF A GROUP OF
 HN0185'INDIAN HOGANS AT PIUTE FARMS, 28 FEET NORTH OF THE CENTERLINE OF THE
 HN0185'DIRT ROAD, 3.0 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 HN0185'THE DIRT ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 HN0185'INCHES.
 HN0185
 HN0185                          STATION RECOVERY (1982)
 HN0185
 HN0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0185'BM IS NORMALLY UNDER WATER. BM IS ALMOST COVERED WITH MUD FROM THE
 HN0185'FLUCTUATION OF THE WATER LEVEL.
 HN0185
 HN0185                          STATION RECOVERY (1982)
 HN0185
 HN0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0185'BM IS NORMALLY UNDER WATER. BM IS ALMOST COVERED WITH MUD FROM THE
 HN0185'FLUCTUATION OF THE WATER LEVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0564 ***********************************************************************
 HN0564  DESIGNATION -  C 144
 HN0564  PID         -  HN0564
 HN0564  STATE/COUNTY-  UT/KANE
 HN0564  COUNTRY     -  US
 HN0564  USGS QUAD   -  LONE ROCK (2017)
 HN0564
 HN0564                         *CURRENT SURVEY CONTROL
 HN0564  ______________________________________________________________________
 HN0564* NAD 83(1986) POSITION- 37 04 47.5    (N) 111 31 35.0    (W)   HD_HELD2
 HN0564* NAVD 88 ORTHO HEIGHT -  1226.515 (meters)     4023.99  (feet) ADJUSTED
 HN0564  ______________________________________________________________________
 HN0564  GEOID HEIGHT    -        -23.304 (meters)                     GEOID18
 HN0564  DYNAMIC HEIGHT  -       1225.140 (meters)     4019.48  (feet) COMP
 HN0564  MODELED GRAVITY -    979,468.3   (mgal)                       NAVD 88
 HN0564
 HN0564  VERT ORDER      -  FIRST     CLASS II
 HN0564
 HN0564.The horizontal coordinates were established by autonomous hand held GPS
 HN0564.observations and have an estimated accuracy of +/- 10 meters.
 HN0564
 HN0564.The orthometric height was determined by differential leveling and
 HN0564.adjusted by the NATIONAL GEODETIC SURVEY
 HN0564.in June 1991.
 HN0564
 HN0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0564.GEOID18 height accuracy estimate available here.
 HN0564
 HN0564.Click photographs - Photos may exist for this station.
 HN0564
 HN0564.The dynamic height is computed by dividing the NAVD 88
 HN0564.geopotential number by the normal gravity value computed on the
 HN0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0564.degrees latitude (g = 980.6199 gals.).
 HN0564
 HN0564.The modeled gravity was interpolated from observed gravity values.
 HN0564
 HN0564;                    North         East    Units  Estimated Accuracy
 HN0564;SPC UT S     - 3,045,858.      497,653.      MT  (+/- 10 meters HH2 GPS)
 HN0564
 HN0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG5321203861(NAD 83)
 HN0564
 HN0564                          SUPERSEDED SURVEY CONTROL
 HN0564
 HN0564  NGVD 29 (??/??/92) 1225.613  (m)         4021.03   (f) ADJ UNCH    1 2
 HN0564
 HN0564.Superseded values are not recommended for survey control.
 HN0564
 HN0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0564.See file dsdata.pdf to determine how the superseded data were derived.
 HN0564
 HN0564_MARKER: DB = BENCH MARK DISK
 HN0564_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HN0564+WITH SETTING: INFORMATION.
 HN0564_STAMPING: C 144 1962
 HN0564_MARK LOGO: CGS
 HN0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0564
 HN0564  HISTORY     - Date     Condition        Report By
 HN0564  HISTORY     - 1962     MONUMENTED       CGS
 HN0564  HISTORY     - 1977     GOOD             USGS
 HN0564  HISTORY     - 1977     GOOD             USGS
 HN0564
 HN0564                          STATION DESCRIPTION
 HN0564
 HN0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0564'9.2 MI E FROM GLEN CANYON CITY.
 HN0564'ABOUT 9.2 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0564'SERVICE STATION AT GLEN CANYON CITY, 55 FEET SOUTHEAST OF THE
 HN0564'CENTERLINE OF THE ROAD, 2.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 HN0564'LEVEL WITH THE ROAD, AND SET ON TOP OF A 5/8 INCH COPPER-COATED ROD
 HN0564'THAT IS DRIVEN TO A DEPTH OF 9 1/2 FEET AND IS ENCASED IN A 6 INCH
 HN0564'TILE PROJECTING ABOUT 12 INCHES.
 HN0564
 HN0564                          STATION RECOVERY (1977)
 HN0564
 HN0564'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0564'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E. ON GRAIDED
 HN0564'DIRT ROAD FOR 8.65 MILES TO A BEND IN ROAD. BM IS ABOUT 0.2 MILES SE
 HN0564'OF ROAD AND SET ON TOP OF 5/8 INCH ROD, ENCASED IN A 6 INCH TILE
 HN0564'PROJECTING ABOUT 8 INCHES.
 HN0564
 HN0564                          STATION RECOVERY (1977)
 HN0564
 HN0564'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0564'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E. ON GRAIDED
 HN0564'DIRT ROAD FOR 8.65 MILES TO A BEND IN ROAD. BM IS ABOUT 0.2 MILES SE
 HN0564'OF ROAD AND SET ON TOP OF 5/8 INCH ROD, ENCASED IN A 6 INCH TILE
 HN0564'PROJECTING ABOUT 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0407 ***********************************************************************
 HN0407  DESIGNATION -  C 145
 HN0407  PID         -  HN0407
 HN0407  STATE/COUNTY-  UT/KANE
 HN0407  COUNTRY     -  US
 HN0407  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0407
 HN0407                         *CURRENT SURVEY CONTROL
 HN0407  ______________________________________________________________________
 HN0407* NAD 83(1986) POSITION- 37 06 28.7    (N) 111 29 45.9    (W)   HD_HELD2
 HN0407* NAVD 88 ORTHO HEIGHT -  1230.357 (meters)     4036.60  (feet) ADJUSTED
 HN0407  ______________________________________________________________________
 HN0407  GEOID HEIGHT    -        -23.242 (meters)                     GEOID18
 HN0407  DYNAMIC HEIGHT  -       1228.985 (meters)     4032.10  (feet) COMP
 HN0407  MODELED GRAVITY -    979,473.9   (mgal)                       NAVD 88
 HN0407
 HN0407  VERT ORDER      -  FIRST     CLASS II
 HN0407
 HN0407.The horizontal coordinates were established by autonomous hand held GPS
 HN0407.observations and have an estimated accuracy of +/- 10 meters.
 HN0407
 HN0407.The orthometric height was determined by differential leveling and
 HN0407.adjusted by the NATIONAL GEODETIC SURVEY
 HN0407.in June 1991.
 HN0407
 HN0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0407.GEOID18 height accuracy estimate available here.
 HN0407
 HN0407.Click photographs - Photos may exist for this station.
 HN0407
 HN0407.The dynamic height is computed by dividing the NAVD 88
 HN0407.geopotential number by the normal gravity value computed on the
 HN0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0407.degrees latitude (g = 980.6199 gals.).
 HN0407
 HN0407.The modeled gravity was interpolated from observed gravity values.
 HN0407
 HN0407;                    North         East    Units  Estimated Accuracy
 HN0407;SPC UT S     - 3,048,978.      500,348.      MT  (+/- 10 meters HH2 GPS)
 HN0407
 HN0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG5592206965(NAD 83)
 HN0407
 HN0407                          SUPERSEDED SURVEY CONTROL
 HN0407
 HN0407  NGVD 29 (??/??/92) 1229.463  (m)         4033.66   (f) ADJ UNCH    1 2
 HN0407
 HN0407.Superseded values are not recommended for survey control.
 HN0407
 HN0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0407.See file dsdata.pdf to determine how the superseded data were derived.
 HN0407
 HN0407_MARKER: DB = BENCH MARK DISK
 HN0407_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HN0407_STAMPING: C 145 1962
 HN0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0407
 HN0407  HISTORY     - Date     Condition        Report By
 HN0407  HISTORY     - 1962     MONUMENTED       CGS
 HN0407  HISTORY     - 1977     GOOD             USGS
 HN0407  HISTORY     - 1977     GOOD             USGS
 HN0407
 HN0407                          STATION DESCRIPTION
 HN0407
 HN0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0407'12.0 MI E FROM GLEN CANYON CITY.
 HN0407'ABOUT 12.0 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0407'SERVICE STATION AT GLEN CANYON CITY, ABOUT 300 FEET SOUTHWEST OF THE
 HN0407'BASE OF A CLAY KNOLL, 68 FEET WEST OF THE CENTERLINE OF THE ROAD, 3.0
 HN0407'FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 HN0407'ROAD, AND SET ON THE TOP OF A 5/8 INCH COPPER-COATED ROD THAT IS
 HN0407'DRIVEN TO A DEPTH OF 10 FEET AND IS ENCASED IN A 6 INCH TILE
 HN0407'PROJECTING ABOUT 6 INCHES.
 HN0407
 HN0407                          STATION RECOVERY (1977)
 HN0407
 HN0407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0407'TO REACH FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY GO E ON A
 HN0407'GRAIDED DIRT ROAD FOR 11.5 MILES. ABOUT 300 FT. SW OF THE BASE OF A
 HN0407'CLAY KNOLL. 68 FT. W OF CTR. RD. 3.0 FT. W OF A METAL WITNESS POST.
 HN0407'ABOUT 3 FT. ABOVE THE LEVEL OF THE RD. SET ON TOP OF A 5/8 INCH
 HN0407'COPPER ROD. ENCASED IN A 6 INCH TILE, PROJECTING ABOUT 6 INCHES.
 HN0407
 HN0407                          STATION RECOVERY (1977)
 HN0407
 HN0407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0407'TO REACH FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY GO E ON A
 HN0407'GRAIDED DIRT ROAD FOR 11.5 MILES. ABOUT 300 FT. SW OF THE BASE OF A
 HN0407'CLAY KNOLL. 68 FT. W OF CTR. RD. 3.0 FT. W OF A METAL WITNESS POST.
 HN0407'ABOUT 3 FT. ABOVE THE LEVEL OF THE RD. SET ON TOP OF A 5/8 INCH
 HN0407'COPPER ROD. ENCASED IN A 6 INCH TILE, PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0444 ***********************************************************************
 HN0444  DESIGNATION -  C 146
 HN0444  PID         -  HN0444
 HN0444  STATE/COUNTY-  UT/KANE
 HN0444  COUNTRY     -  US
 HN0444  USGS QUAD   -  NAVAJO POINT (2017)
 HN0444
 HN0444                         *CURRENT SURVEY CONTROL
 HN0444  ______________________________________________________________________
 HN0444* NAD 83(1986) POSITION- 37 08 14.     (N) 111 06 15.     (W)   SCALED
 HN0444* NAVD 88 ORTHO HEIGHT -  1529.765 (meters)     5018.90  (feet) ADJUSTED
 HN0444  ______________________________________________________________________
 HN0444  GEOID HEIGHT    -        -22.980 (meters)                     GEOID18
 HN0444  DYNAMIC HEIGHT  -       1527.927 (meters)     5012.87  (feet) COMP
 HN0444  MODELED GRAVITY -    979,376.9   (mgal)                       NAVD 88
 HN0444
 HN0444  VERT ORDER      -  FIRST     CLASS II
 HN0444
 HN0444.The horizontal coordinates were scaled from a map and have
 HN0444.an estimated accuracy of +/- 6 seconds.
 HN0444
 HN0444.The orthometric height was determined by differential leveling and
 HN0444.adjusted by the NATIONAL GEODETIC SURVEY
 HN0444.in June 1991.
 HN0444
 HN0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0444.GEOID18 height accuracy estimate available here.
 HN0444
 HN0444.Click photographs - Photos may exist for this station.
 HN0444
 HN0444.The dynamic height is computed by dividing the NAVD 88
 HN0444.geopotential number by the normal gravity value computed on the
 HN0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0444.degrees latitude (g = 980.6199 gals.).
 HN0444
 HN0444.The modeled gravity was interpolated from observed gravity values.
 HN0444
 HN0444;                    North         East    Units  Estimated Accuracy
 HN0444;SPC UT S     - 3,052,300.      535,170.      MT  (+/- 180 meters Scaled)
 HN0444
 HN0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG907101(NAD 83)
 HN0444
 HN0444                          SUPERSEDED SURVEY CONTROL
 HN0444
 HN0444  NGVD 29 (??/??/92) 1528.760  (m)         5015.61   (f) ADJ UNCH    1 2
 HN0444
 HN0444.Superseded values are not recommended for survey control.
 HN0444
 HN0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0444.See file dsdata.pdf to determine how the superseded data were derived.
 HN0444
 HN0444_MARKER: DB = BENCH MARK DISK
 HN0444_SETTING: 66 = SET IN ROCK OUTCROP
 HN0444_STAMPING: C 146 1962
 HN0444_MARK LOGO: CGS
 HN0444_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0444+STABILITY: POSITION/ELEVATION WELL
 HN0444
 HN0444  HISTORY     - Date     Condition        Report By
 HN0444  HISTORY     - 1962     MONUMENTED       CGS
 HN0444
 HN0444                          STATION DESCRIPTION
 HN0444
 HN0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0444'25.2 MI SW FROM HOLE-IN-THE-ROCK.
 HN0444'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0444'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0444'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0444'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0444'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0444'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0444'PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0444'HILL AND THE BASE OF STRAIGHT CLIFFS AND FIFTYMILE POINT OF STRAIGHT
 HN0444'CLIFFS.  THENCE 2.4 MILES SOUTH-SOUTHEAST ALONG A COW PATH. THENCE 3.1
 HN0444'MILES SOUTH ACROSS ROCKY COUNTRY TOWARDS NAVAJO POINT. THENCE 3.0
 HN0444'MILES NORTHWEST ALONG A COW PATH AND AROUND NAVAJO POINT. THENCE 4.95
 HN0444'MILES SOUTHWEST DOWNHILL AND ACROSS ROCKY COUNTRY LEADING TO BILLIE
 HN0444'FLAT, ON BILLIE FLAT TOP, 40.0 FEET NORTH OF A METAL WITNESS POST, AND
 HN0444'SET IN THE TOP OF A ROCK OUTCROP WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0105 ***********************************************************************
 HN0105  DESIGNATION -  C 147
 HN0105  PID         -  HN0105
 HN0105  STATE/COUNTY-  UT/SAN JUAN
 HN0105  COUNTRY     -  US
 HN0105  USGS QUAD   -  BURNT SPRING (2017)
 HN0105
 HN0105                         *CURRENT SURVEY CONTROL
 HN0105  ______________________________________________________________________
 HN0105* NAD 83(1986) POSITION- 37 24 35.     (N) 110 23 48.     (W)   SCALED
 HN0105* NAVD 88 ORTHO HEIGHT -  1598.290 (meters)     5243.72  (feet) ADJUSTED
 HN0105  ______________________________________________________________________
 HN0105  GEOID HEIGHT    -        -21.661 (meters)                     GEOID18
 HN0105  DYNAMIC HEIGHT  -       1596.453 (meters)     5237.70  (feet) COMP
 HN0105  MODELED GRAVITY -    979,425.2   (mgal)                       NAVD 88
 HN0105
 HN0105  VERT ORDER      -  FIRST     CLASS II
 HN0105
 HN0105.The horizontal coordinates were scaled from a map and have
 HN0105.an estimated accuracy of +/- 6 seconds.
 HN0105
 HN0105.The orthometric height was determined by differential leveling and
 HN0105.adjusted by the NATIONAL GEODETIC SURVEY
 HN0105.in June 1991.
 HN0105
 HN0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0105.GEOID18 height accuracy estimate available here.
 HN0105
 HN0105.Click photographs - Photos may exist for this station.
 HN0105
 HN0105.The dynamic height is computed by dividing the NAVD 88
 HN0105.geopotential number by the normal gravity value computed on the
 HN0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0105.degrees latitude (g = 980.6199 gals.).
 HN0105
 HN0105.The modeled gravity was interpolated from observed gravity values.
 HN0105
 HN0105;                    North         East    Units  Estimated Accuracy
 HN0105;SPC UT S     - 3,083,040.      597,680.      MT  (+/- 180 meters Scaled)
 HN0105
 HN0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG533404(NAD 83)
 HN0105
 HN0105                          SUPERSEDED SURVEY CONTROL
 HN0105
 HN0105  NGVD 29 (??/??/92) 1597.268  (m)         5240.37   (f) ADJ UNCH    1 2
 HN0105
 HN0105.Superseded values are not recommended for survey control.
 HN0105
 HN0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0105.See file dsdata.pdf to determine how the superseded data were derived.
 HN0105
 HN0105_MARKER: DB = BENCH MARK DISK
 HN0105_SETTING: 66 = SET IN ROCK OUTCROP
 HN0105_STAMPING: C 147 1962
 HN0105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0105+STABILITY: POSITION/ELEVATION WELL
 HN0105
 HN0105  HISTORY     - Date     Condition        Report By
 HN0105  HISTORY     - 1962     MONUMENTED       CGS
 HN0105
 HN0105                          STATION DESCRIPTION
 HN0105
 HN0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0105'40.8 MI SW FROM FRY CANYON.
 HN0105'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0105'AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 HN0105'THENCE 8.8 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH CLAY
 HN0105'HILLS DIVIDE, 1.25 MILES WEST OF GREEN WATER SPRING, 29 FEET WEST OF
 HN0105'THE CENTERLINE OF THE ROAD, 28 FEET NORTHEAST OF A CEDAR TREE, 7.5
 HN0105'FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 HN0105'ROAD, AND SET IN THE TOP OF A SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0286 ***********************************************************************
 HN0286  DESIGNATION -  C 148
 HN0286  PID         -  HN0286
 HN0286  STATE/COUNTY-  UT/SAN JUAN
 HN0286  COUNTRY     -  US
 HN0286  USGS QUAD   -  HALLS CROSSING NE (2017)
 HN0286
 HN0286                         *CURRENT SURVEY CONTROL
 HN0286  ______________________________________________________________________
 HN0286* NAD 83(1986) POSITION- 37 24 53.     (N) 110 30 33.     (W)   SCALED
 HN0286* NAVD 88 ORTHO HEIGHT -  1453.524 (meters)     4768.77  (feet) ADJUSTED
 HN0286  ______________________________________________________________________
 HN0286  GEOID HEIGHT    -        -22.088 (meters)                     GEOID18
 HN0286  DYNAMIC HEIGHT  -       1451.848 (meters)     4763.27  (feet) COMP
 HN0286  MODELED GRAVITY -    979,427.5   (mgal)                       NAVD 88
 HN0286
 HN0286  VERT ORDER      -  FIRST     CLASS II
 HN0286
 HN0286.The horizontal coordinates were scaled from a map and have
 HN0286.an estimated accuracy of +/- 6 seconds.
 HN0286
 HN0286.The orthometric height was determined by differential leveling and
 HN0286.adjusted by the NATIONAL GEODETIC SURVEY
 HN0286.in June 1991.
 HN0286
 HN0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0286.GEOID18 height accuracy estimate available here.
 HN0286
 HN0286.Click photographs - Photos may exist for this station.
 HN0286
 HN0286.The dynamic height is computed by dividing the NAVD 88
 HN0286.geopotential number by the normal gravity value computed on the
 HN0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0286.degrees latitude (g = 980.6199 gals.).
 HN0286
 HN0286.The modeled gravity was interpolated from observed gravity values.
 HN0286
 HN0286;                    North         East    Units  Estimated Accuracy
 HN0286;SPC UT S     - 3,083,490.      587,710.      MT  (+/- 180 meters Scaled)
 HN0286
 HN0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG434409(NAD 83)
 HN0286
 HN0286                          SUPERSEDED SURVEY CONTROL
 HN0286
 HN0286  NGVD 29 (??/??/92) 1452.480  (m)         4765.34   (f) ADJ UNCH    1 2
 HN0286
 HN0286.Superseded values are not recommended for survey control.
 HN0286
 HN0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0286.See file dsdata.pdf to determine how the superseded data were derived.
 HN0286
 HN0286_MARKER: DB = BENCH MARK DISK
 HN0286_SETTING: 66 = SET IN ROCK OUTCROP
 HN0286_STAMPING: C 148 1962
 HN0286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0286+STABILITY: POSITION/ELEVATION WELL
 HN0286
 HN0286  HISTORY     - Date     Condition        Report By
 HN0286  HISTORY     - 1962     MONUMENTED       CGS
 HN0286
 HN0286                          STATION DESCRIPTION
 HN0286
 HN0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0286'49.45 MI SW FROM FRY CANYON.
 HN0286'12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE AT FRY
 HN0286'CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD. THENCE
 HN0286'15.0 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH CLAY HILLS
 HN0286'DIVIDE.  THENCE 2.45 MILES NORTHWEST ALONG A BULLDOZED ROAD LEADING TO
 HN0286'HALLS CROSSING ON THE COLORADO RIVER, 9.9 MILES WEST OF GREEN WATER
 HN0286'SPRING, 2.45 MILES NORTHWEST OF A 4X4 INCH WHITE WOODEN REFERENCE POST
 HN0286'WHICH PROJECTS 16 FEET, 0.2 MILE NORTH OF AND ACROSS THE ROAD FROM A
 HN0286'SANDSTONE HILL, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 HN0286'IN THE TOP OF A LARGE SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0245 ***********************************************************************
 HN0245  DESIGNATION -  C 149
 HN0245  PID         -  HN0245
 HN0245  STATE/COUNTY-  UT/SAN JUAN
 HN0245  COUNTRY     -  US
 HN0245  USGS QUAD   -  ALCOVE CANYON (2017)
 HN0245
 HN0245                         *CURRENT SURVEY CONTROL
 HN0245  ______________________________________________________________________
 HN0245* NAD 83(1986) POSITION- 37 20 36.     (N) 110 38 40.     (W)   SCALED
 HN0245* NAVD 88 ORTHO HEIGHT -  1307.202 (meters)     4288.71  (feet) ADJUSTED
 HN0245  ______________________________________________________________________
 HN0245  GEOID HEIGHT    -        -22.372 (meters)                     GEOID18
 HN0245  DYNAMIC HEIGHT  -       1305.699 (meters)     4283.78  (feet) COMP
 HN0245  MODELED GRAVITY -    979,437.0   (mgal)                       NAVD 88
 HN0245
 HN0245  VERT ORDER      -  FIRST     CLASS II
 HN0245
 HN0245.The horizontal coordinates were scaled from a map and have
 HN0245.an estimated accuracy of +/- 6 seconds.
 HN0245
 HN0245.The orthometric height was determined by differential leveling and
 HN0245.adjusted by the NATIONAL GEODETIC SURVEY
 HN0245.in June 1991.
 HN0245
 HN0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0245.GEOID18 height accuracy estimate available here.
 HN0245
 HN0245.Click photographs - Photos may exist for this station.
 HN0245
 HN0245.The dynamic height is computed by dividing the NAVD 88
 HN0245.geopotential number by the normal gravity value computed on the
 HN0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0245.degrees latitude (g = 980.6199 gals.).
 HN0245
 HN0245.The modeled gravity was interpolated from observed gravity values.
 HN0245
 HN0245;                    North         East    Units  Estimated Accuracy
 HN0245;SPC UT S     - 3,075,450.      575,810.      MT  (+/- 180 meters Scaled)
 HN0245
 HN0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG314330(NAD 83)
 HN0245
 HN0245                          SUPERSEDED SURVEY CONTROL
 HN0245
 HN0245  NGVD 29 (??/??/92) 1306.172  (m)         4285.33   (f) ADJ UNCH    1 2
 HN0245
 HN0245.Superseded values are not recommended for survey control.
 HN0245
 HN0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0245.See file dsdata.pdf to determine how the superseded data were derived.
 HN0245
 HN0245_MARKER: DB = BENCH MARK DISK
 HN0245_SETTING: 66 = SET IN ROCK OUTCROP
 HN0245_STAMPING: C 149 1962
 HN0245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0245+STABILITY: POSITION/ELEVATION WELL
 HN0245
 HN0245  HISTORY     - Date     Condition        Report By
 HN0245  HISTORY     - 1962     MONUMENTED       CGS
 HN0245
 HN0245                          STATION DESCRIPTION
 HN0245
 HN0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0245'60.05 MI SW FROM FRY CANYON.
 HN0245'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0245'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0245'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0245'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0245'TRAIL ROAD.  THENCE 5.45 MILES SOUTHWEST ALONG A TRAIL ROAD.  55 FEET
 HN0245'EAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A LEDGE AT THE
 HN0245'FOOT OF A SLOPING SANDSTONE OUTCROP, ABOUT 5 INCHES ABOVE THE LEVEL OF
 HN0245'THE GROUND, AND ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0142 ***********************************************************************
 KN0142  DESIGNATION -  C 15
 KN0142  PID         -  KN0142
 KN0142  STATE/COUNTY-  UT/UTAH
 KN0142  COUNTRY     -  US
 KN0142  USGS QUAD   -  COLTON (2017)
 KN0142
 KN0142                         *CURRENT SURVEY CONTROL
 KN0142  ______________________________________________________________________
 KN0142* NAD 83(1986) POSITION- 39 51 04.     (N) 111 00 57.     (W)   SCALED
 KN0142* NAVD 88 ORTHO HEIGHT -  2190.151 (meters)     7185.52  (feet) ADJUSTED
 KN0142  ______________________________________________________________________
 KN0142  GEOID HEIGHT    -        -15.855 (meters)                     GEOID18
 KN0142  DYNAMIC HEIGHT  -       2187.829 (meters)     7177.90  (feet) COMP
 KN0142  MODELED GRAVITY -    979,487.8   (mgal)                       NAVD 88
 KN0142
 KN0142  VERT ORDER      -  FIRST     CLASS II
 KN0142
 KN0142.The horizontal coordinates were scaled from a map and have
 KN0142.an estimated accuracy of +/- 6 seconds.
 KN0142
 KN0142.The orthometric height was determined by differential leveling and
 KN0142.adjusted by the NATIONAL GEODETIC SURVEY
 KN0142.in June 1991.
 KN0142
 KN0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0142.GEOID18 height accuracy estimate available here.
 KN0142
 KN0142.Click photographs - Photos may exist for this station.
 KN0142
 KN0142.The dynamic height is computed by dividing the NAVD 88
 KN0142.geopotential number by the normal gravity value computed on the
 KN0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0142.degrees latitude (g = 980.6199 gals.).
 KN0142
 KN0142.The modeled gravity was interpolated from observed gravity values.
 KN0142
 KN0142;                    North         East    Units  Estimated Accuracy
 KN0142;SPC UT C     - 2,168,610.      541,430.      MT  (+/- 180 meters Scaled)
 KN0142
 KN0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK986112(NAD 83)
 KN0142
 KN0142                          SUPERSEDED SURVEY CONTROL
 KN0142
 KN0142  NGVD 29 (??/??/92) 2188.858  (m)         7181.28   (f) ADJ UNCH    1 2
 KN0142
 KN0142.Superseded values are not recommended for survey control.
 KN0142
 KN0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0142.See file dsdata.pdf to determine how the superseded data were derived.
 KN0142
 KN0142_MARKER: DB = BENCH MARK DISK
 KN0142_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0142_SP_SET: CULVERT HEADWALL
 KN0142_STAMPING: 7181.278 C 15 1927
 KN0142_MARK LOGO: CGS
 KN0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0142+STABILITY: SURFACE MOTION
 KN0142
 KN0142  HISTORY     - Date     Condition        Report By
 KN0142  HISTORY     - 1927     MONUMENTED       CGS
 KN0142  HISTORY     - 1938     GOOD             CGS
 KN0142  HISTORY     - 1974     MARK NOT FOUND   USGS
 KN0142
 KN0142                          STATION DESCRIPTION
 KN0142
 KN0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KN0142'0.4 MI NW FROM COLTON.
 KN0142'0.4 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0142'FROM COLTON, UTAH COUNTY, 80 FEET NORTHWEST OF A ROAD CROSSING, AT A
 KN0142'CONCRETE CULVERT UNDER THE TRACK, IN THE TOP OF THE EAST END OF THE
 KN0142'NORTH HEADWALL, AND 40 FEET NORTHEAST OF THE CENTERLINE OF THE NORTH
 KN0142'TRACK.  A STANDARD DISK, STAMPED 7181.278 C 15 1927.
 KN0142
 KN0142                          STATION RECOVERY (1974)
 KN0142
 KN0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KN0142'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0334 ***********************************************************************
 HN0334  DESIGNATION -  C 150
 HN0334  PID         -  HN0334
 HN0334  STATE/COUNTY-  UT/KANE
 HN0334  COUNTRY     -  US
 HN0334  USGS QUAD   -  HALL MESA (2017)
 HN0334
 HN0334                         *CURRENT SURVEY CONTROL
 HN0334  ______________________________________________________________________
 HN0334* NAD 83(1986) POSITION- 37 31 56.     (N) 110 50 38.     (W)   SCALED
 HN0334* NAVD 88 ORTHO HEIGHT -  1138.025 (meters)     3733.67  (feet) ADJUSTED
 HN0334  ______________________________________________________________________
 HN0334  GEOID HEIGHT    -        -22.203 (meters)                     GEOID18
 HN0334  DYNAMIC HEIGHT  -       1136.719 (meters)     3729.39  (feet) COMP
 HN0334  MODELED GRAVITY -    979,446.4   (mgal)                       NAVD 88
 HN0334
 HN0334  VERT ORDER      -  FIRST     CLASS II
 HN0334
 HN0334.The horizontal coordinates were scaled from a map and have
 HN0334.an estimated accuracy of +/- 6 seconds.
 HN0334
 HN0334.The orthometric height was determined by differential leveling and
 HN0334.adjusted by the NATIONAL GEODETIC SURVEY
 HN0334.in June 1991.
 HN0334
 HN0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0334.GEOID18 height accuracy estimate available here.
 HN0334
 HN0334.Click photographs - Photos may exist for this station.
 HN0334
 HN0334.The dynamic height is computed by dividing the NAVD 88
 HN0334.geopotential number by the normal gravity value computed on the
 HN0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0334.degrees latitude (g = 980.6199 gals.).
 HN0334
 HN0334.The modeled gravity was interpolated from observed gravity values.
 HN0334
 HN0334;                    North         East    Units  Estimated Accuracy
 HN0334;SPC UT S     - 3,096,270.      557,990.      MT  (+/- 180 meters Scaled)
 HN0334
 HN0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG137539(NAD 83)
 HN0334
 HN0334                          SUPERSEDED SURVEY CONTROL
 HN0334
 HN0334  NGVD 29 (??/??/92) 1136.941  (m)         3730.11   (f) ADJ UNCH    1 2
 HN0334
 HN0334.Superseded values are not recommended for survey control.
 HN0334
 HN0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0334.See file dsdata.pdf to determine how the superseded data were derived.
 HN0334
 HN0334_MARKER: DB = BENCH MARK DISK
 HN0334_SETTING: 66 = SET IN ROCK OUTCROP
 HN0334_STAMPING: C 150 1962
 HN0334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0334+STABILITY: POSITION/ELEVATION WELL
 HN0334
 HN0334  HISTORY     - Date     Condition        Report By
 HN0334  HISTORY     - 1962     MONUMENTED       CGS
 HN0334  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0334  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0334
 HN0334                          STATION DESCRIPTION
 HN0334
 HN0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0334'7.6 MI S FROM HALL DIVIDE.
 HN0334'ABOUT 7.6 MILES SOUTH-SOUTHEAST ALONG HALL CREEK FROM THE TOP OF HALL
 HN0334'DIVIDE, ABOUT 125 YARDS SOUTHEAST OF THE CENTER OF THE CREEK AT A
 HN0334'SHARP CURVE, 57 FEET SOUTHEAST OF A LONE 20-INCH CEDAR TREE, AND SET
 HN0334'IN THE TOP AND SOUTHEAST END OF A LARGE LOAF SHAPED SANDSTONE
 HN0334'FORMATION WHICH PROJECTS ABOUT 18-INCHES ABOVE THE GROUND.
 HN0334
 HN0334                          STATION RECOVERY (1982)
 HN0334
 HN0334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0334'MARK NOT FOUND.
 HN0334
 HN0334                          STATION RECOVERY (1982)
 HN0334
 HN0334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0334'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0414 ***********************************************************************
 HN0414  DESIGNATION -  C 151
 HN0414  PID         -  HN0414
 HN0414  STATE/COUNTY-  UT/KANE
 HN0414  COUNTRY     -  US
 HN0414  USGS QUAD   -  SMOKY HOLLOW (2017)
 HN0414
 HN0414                         *CURRENT SURVEY CONTROL
 HN0414  ______________________________________________________________________
 HN0414* NAD 83(1986) POSITION- 37 07 57.4    (N) 111 26 47.9    (W)   HD_HELD2
 HN0414* NAVD 88 ORTHO HEIGHT -  1278.826 (meters)     4195.62  (feet) ADJUSTED
 HN0414  ______________________________________________________________________
 HN0414  GEOID HEIGHT    -        -23.184 (meters)                     GEOID18
 HN0414  DYNAMIC HEIGHT  -       1277.379 (meters)     4190.87  (feet) COMP
 HN0414  MODELED GRAVITY -    979,455.9   (mgal)                       NAVD 88
 HN0414
 HN0414  VERT ORDER      -  FIRST     CLASS II
 HN0414
 HN0414.The horizontal coordinates were established by autonomous hand held GPS
 HN0414.observations and have an estimated accuracy of +/- 10 meters.
 HN0414
 HN0414.The orthometric height was determined by differential leveling and
 HN0414.adjusted by the NATIONAL GEODETIC SURVEY
 HN0414.in June 1991.
 HN0414
 HN0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0414.GEOID18 height accuracy estimate available here.
 HN0414
 HN0414.Click photographs - Photos may exist for this station.
 HN0414
 HN0414.The dynamic height is computed by dividing the NAVD 88
 HN0414.geopotential number by the normal gravity value computed on the
 HN0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0414.degrees latitude (g = 980.6199 gals.).
 HN0414
 HN0414.The modeled gravity was interpolated from observed gravity values.
 HN0414
 HN0414;                    North         East    Units  Estimated Accuracy
 HN0414;SPC UT S     - 3,051,714.      504,742.      MT  (+/- 10 meters HH2 GPS)
 HN0414
 HN0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG6032809676(NAD 83)
 HN0414
 HN0414                          SUPERSEDED SURVEY CONTROL
 HN0414
 HN0414  NGVD 29 (??/??/92) 1277.908  (m)         4192.60   (f) ADJ UNCH    1 2
 HN0414
 HN0414.Superseded values are not recommended for survey control.
 HN0414
 HN0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0414.See file dsdata.pdf to determine how the superseded data were derived.
 HN0414
 HN0414_MARKER: DB = BENCH MARK DISK
 HN0414_SETTING: 66 = SET IN ROCK OUTCROP
 HN0414_STAMPING: C 151 1962
 HN0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0414+STABILITY: POSITION/ELEVATION WELL
 HN0414
 HN0414  HISTORY     - Date     Condition        Report By
 HN0414  HISTORY     - 1962     MONUMENTED       CGS
 HN0414  HISTORY     - 1979     GOOD             USGS
 HN0414  HISTORY     - 1979     GOOD             USGS
 HN0414
 HN0414                          STATION DESCRIPTION
 HN0414
 HN0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0414'16.95 MI E FROM GLEN CANYON CITY.
 HN0414'ABOUT 16.95 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0414'SERVICE STATION AT GLEN CANYON CITY, AT A POINT WHERE THE ROAD BEGINS
 HN0414'TO SKIRT THE SOUTHERN EDGE OF A SERIES OF HILLS, 135 FEET
 HN0414'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 22.0 FEET NORTH OF A
 HN0414'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 HN0414'IN THE TOP OF A FLAT ROCK OUTCROP WHICH PROJECTS ABOVE THE GROUND
 HN0414'ABOUT 15 INCHES.
 HN0414
 HN0414                          STATION RECOVERY (1979)
 HN0414
 HN0414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HN0414'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E. ON GRAIDED
 HN0414'DIRT ROAD FOR 13.7 MILES TO ROAD FORK WITH SIGN ESCALANTE 88 MILES
 HN0414'AND GRAND BENCH 27 MILES. GO RIGHT E. ON DIRT ROAD FOR 2.15 MILES TO
 HN0414'BM SITE. 127 FT. S. CENTER OF ROAD. SET IN THE TOP OF A FLAT ROCK
 HN0414'OUTCROP.
 HN0414
 HN0414                          STATION RECOVERY (1979)
 HN0414
 HN0414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HN0414'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E. ON GRAIDED
 HN0414'DIRT ROAD FOR 13.7 MILES TO ROAD FORK WITH SIGN ESCALANTE 88 MILES
 HN0414'AND GRAND BENCH 27 MILES. GO RIGHT E. ON DIRT ROAD FOR 2.15 MILES TO
 HN0414'BM SITE. 127 FT. S. CENTER OF ROAD. SET IN THE TOP OF A FLAT ROCK
 HN0414'OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0275 ***********************************************************************
 HN0275  DESIGNATION -  C 152
 HN0275  PID         -  HN0275
 HN0275  STATE/COUNTY-  UT/KANE
 HN0275  COUNTRY     -  US
 HN0275  USGS QUAD   -  NASJA MESA (2017)
 HN0275
 HN0275                         *CURRENT SURVEY CONTROL
 HN0275  ______________________________________________________________________
 HN0275* NAD 83(1986) POSITION- 37 11 31.     (N) 110 56 57.     (W)   SCALED
 HN0275* NAVD 88 ORTHO HEIGHT -  1319.222 (meters)     4328.15  (feet) ADJUSTED
 HN0275  ______________________________________________________________________
 HN0275  GEOID HEIGHT    -        -22.793 (meters)                     GEOID18
 HN0275  DYNAMIC HEIGHT  -       1317.627 (meters)     4322.91  (feet) COMP
 HN0275  MODELED GRAVITY -    979,378.3   (mgal)                       NAVD 88
 HN0275
 HN0275  VERT ORDER      -  FIRST     CLASS II
 HN0275
 HN0275.The horizontal coordinates were scaled from a map and have
 HN0275.an estimated accuracy of +/- 6 seconds.
 HN0275
 HN0275.The orthometric height was determined by differential leveling and
 HN0275.adjusted by the NATIONAL GEODETIC SURVEY
 HN0275.in June 1991.
 HN0275
 HN0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0275.GEOID18 height accuracy estimate available here.
 HN0275
 HN0275.Click photographs - Photos may exist for this station.
 HN0275
 HN0275.The dynamic height is computed by dividing the NAVD 88
 HN0275.geopotential number by the normal gravity value computed on the
 HN0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0275.degrees latitude (g = 980.6199 gals.).
 HN0275
 HN0275.The modeled gravity was interpolated from observed gravity values.
 HN0275
 HN0275;                    North         East    Units  Estimated Accuracy
 HN0275;SPC UT S     - 3,058,440.      548,910.      MT  (+/- 180 meters Scaled)
 HN0275
 HN0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG045161(NAD 83)
 HN0275
 HN0275                          SUPERSEDED SURVEY CONTROL
 HN0275
 HN0275  NGVD 29 (??/??/92) 1318.145  (m)         4324.61   (f) ADJ UNCH    1 2
 HN0275
 HN0275.Superseded values are not recommended for survey control.
 HN0275
 HN0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0275.See file dsdata.pdf to determine how the superseded data were derived.
 HN0275
 HN0275_MARKER: DB = BENCH MARK DISK
 HN0275_SETTING: 66 = SET IN ROCK OUTCROP
 HN0275_STAMPING: C 152 1962
 HN0275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0275+STABILITY: POSITION/ELEVATION WELL
 HN0275
 HN0275  HISTORY     - Date     Condition        Report By
 HN0275  HISTORY     - 1962     MONUMENTED       CGS
 HN0275
 HN0275                          STATION DESCRIPTION
 HN0275
 HN0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0275'10.4 MI SW FROM HOLE-IN-THE-ROCK.
 HN0275'10.4 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK. ABOUT
 HN0275'0.2 MILE EAST OF THE BASE OF A HIGH ROCK CLIFF, SET IN THE TOP OF A
 HN0275'ROCK OUTCROP WHICH PROJECTS ABOUT 8 INCHES, NEAR THE EAST EDGE OF A
 HN0275'ROCK, AND 71 FEET SOUTH OF A CAIRN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0468 ***********************************************************************
 HN0468  DESIGNATION -  C 153
 HN0468  PID         -  HN0468
 HN0468  STATE/COUNTY-  UT/KANE
 HN0468  COUNTRY     -  US
 HN0468  USGS QUAD   -  NAVAJO POINT (2017)
 HN0468
 HN0468                         *CURRENT SURVEY CONTROL
 HN0468  ______________________________________________________________________
 HN0468* NAD 83(1986) POSITION- 37 12 15.     (N) 111 01 02.     (W)   SCALED
 HN0468* NAVD 88 ORTHO HEIGHT -  1927.631 (meters)     6324.24  (feet) ADJUSTED
 HN0468  ______________________________________________________________________
 HN0468  GEOID HEIGHT    -        -22.708 (meters)                     GEOID18
 HN0468  DYNAMIC HEIGHT  -       1925.161 (meters)     6316.13  (feet) COMP
 HN0468  MODELED GRAVITY -    979,281.6   (mgal)                       NAVD 88
 HN0468
 HN0468  VERT ORDER      -  FIRST     CLASS II
 HN0468
 HN0468.The horizontal coordinates were scaled from a map and have
 HN0468.an estimated accuracy of +/- 6 seconds.
 HN0468
 HN0468.The orthometric height was determined by differential leveling and
 HN0468.adjusted by the NATIONAL GEODETIC SURVEY
 HN0468.in June 1991.
 HN0468
 HN0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0468.GEOID18 height accuracy estimate available here.
 HN0468
 HN0468.Click photographs - Photos may exist for this station.
 HN0468
 HN0468.The dynamic height is computed by dividing the NAVD 88
 HN0468.geopotential number by the normal gravity value computed on the
 HN0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0468.degrees latitude (g = 980.6199 gals.).
 HN0468
 HN0468.The modeled gravity was interpolated from observed gravity values.
 HN0468
 HN0468;                    North         East    Units  Estimated Accuracy
 HN0468;SPC UT S     - 3,059,760.      542,860.      MT  (+/- 180 meters Scaled)
 HN0468
 HN0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG984175(NAD 83)
 HN0468
 HN0468                          SUPERSEDED SURVEY CONTROL
 HN0468
 HN0468  NGVD 29 (??/??/92) 1926.508  (m)         6320.55   (f) ADJ UNCH    1 2
 HN0468
 HN0468.Superseded values are not recommended for survey control.
 HN0468
 HN0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0468.See file dsdata.pdf to determine how the superseded data were derived.
 HN0468
 HN0468_MARKER: DB = BENCH MARK DISK
 HN0468_SETTING: 80 = SET IN A BOULDER
 HN0468_STAMPING: C 153 1962
 HN0468_MARK LOGO: CGS
 HN0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0468+STABILITY: SURFACE MOTION
 HN0468
 HN0468  HISTORY     - Date     Condition        Report By
 HN0468  HISTORY     - 1962     MONUMENTED       CGS
 HN0468
 HN0468                          STATION DESCRIPTION
 HN0468
 HN0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0468'12.8 MI SW FROM HOLE IN THE ROCK.
 HN0468'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0468'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0468'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0468'AROUND THE BASE OF A LARGE SANDSTONE FORMATION. THENCE 1.5 MILES
 HN0468'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU. THENCE 0.3
 HN0468'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0468'PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0468'HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0468'CLIFFS.  THENCE 1.05 MILES SOUTH-SOUTHEAST ALONG A COW PATH, 38 FEET
 HN0468'EAST OF THE COW PATH, 6.0 FEET EAST OF A METAL WITNESS POST, AND SET
 HN0468'IN THE TOP OF A LARGE BOULDER WHICH PROJECTS ABOUT 12-INCHES ABOVE THE
 HN0468'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0309 ***********************************************************************
 HN0309  DESIGNATION -  C 154
 HN0309  PID         -  HN0309
 HN0309  STATE/COUNTY-  UT/KANE
 HN0309  COUNTRY     -  US
 HN0309  USGS QUAD   -  THE RINCON NE (2017)
 HN0309
 HN0309                         *CURRENT SURVEY CONTROL
 HN0309  ______________________________________________________________________
 HN0309* NAD 83(1986) POSITION- 37 27 24.     (N) 110 45 37.     (W)   SCALED
 HN0309* NAVD 88 ORTHO HEIGHT -  1197.616 (meters)     3929.18  (feet) ADJUSTED
 HN0309  ______________________________________________________________________
 HN0309  GEOID HEIGHT    -        -22.468 (meters)                     GEOID18
 HN0309  DYNAMIC HEIGHT  -       1196.273 (meters)     3924.77  (feet) COMP
 HN0309  MODELED GRAVITY -    979,469.2   (mgal)                       NAVD 88
 HN0309
 HN0309  VERT ORDER      -  FIRST     CLASS II
 HN0309
 HN0309.The horizontal coordinates were scaled from a map and have
 HN0309.an estimated accuracy of +/- 6 seconds.
 HN0309
 HN0309.The orthometric height was determined by differential leveling and
 HN0309.adjusted by the NATIONAL GEODETIC SURVEY
 HN0309.in June 1991.
 HN0309
 HN0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0309.GEOID18 height accuracy estimate available here.
 HN0309
 HN0309.Click photographs - Photos may exist for this station.
 HN0309
 HN0309.The dynamic height is computed by dividing the NAVD 88
 HN0309.geopotential number by the normal gravity value computed on the
 HN0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0309.degrees latitude (g = 980.6199 gals.).
 HN0309
 HN0309.The modeled gravity was interpolated from observed gravity values.
 HN0309
 HN0309;                    North         East    Units  Estimated Accuracy
 HN0309;SPC UT S     - 3,087,940.      565,450.      MT  (+/- 180 meters Scaled)
 HN0309
 HN0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG212455(NAD 83)
 HN0309
 HN0309                          SUPERSEDED SURVEY CONTROL
 HN0309
 HN0309  NGVD 29 (??/??/92) 1196.585  (m)         3925.80   (f) ADJ UNCH    1 2
 HN0309
 HN0309.Superseded values are not recommended for survey control.
 HN0309
 HN0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0309.See file dsdata.pdf to determine how the superseded data were derived.
 HN0309
 HN0309_MARKER: DB = BENCH MARK DISK
 HN0309_SETTING: 66 = SET IN ROCK OUTCROP
 HN0309_STAMPING: C 154 1962
 HN0309_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0309+STABILITY: POSITION/ELEVATION WELL
 HN0309
 HN0309  HISTORY     - Date     Condition        Report By
 HN0309  HISTORY     - 1962     MONUMENTED       CGS
 HN0309
 HN0309                          STATION DESCRIPTION
 HN0309
 HN0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0309'16.45 MI S FROM HALL DIVIDE.
 HN0309'7.6 MILES SOUTH-SOUTHEAST ALONG HALL CREEK FROM THE TOP OF HALL
 HN0309'DIVIDE.  THENCE 8.85 MILES SOUTH-SOUTHEAST ACROSS COUNTRY TOWARDS THE
 HN0309'COLORADO RIVER, ABOUT 0.2 MILE NORTHWEST OF THE CENTER OF A DEEP
 HN0309'NARROW CANYON, ABOUT 500 FEET SOUTHEAST OF AND BELOW THE EDGE OF A
 HN0309'MESA, AND SET IN THE TOP OF BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0315 ***********************************************************************
 MS0315  DESIGNATION -  C 155
 MS0315  PID         -  MS0315
 MS0315  STATE/COUNTY-  UT/BOX ELDER
 MS0315  COUNTRY     -  US
 MS0315  USGS QUAD   -  BOVINE SE (2017)
 MS0315
 MS0315                         *CURRENT SURVEY CONTROL
 MS0315  ______________________________________________________________________
 MS0315* NAD 83(1986) POSITION- 41 18 13.     (N) 113 31 17.     (W)   SCALED
 MS0315* NAVD 88 ORTHO HEIGHT -  1285.941 (meters)     4218.96  (feet) ADJUSTED
 MS0315  ______________________________________________________________________
 MS0315  GEOID HEIGHT    -        -16.960 (meters)                     GEOID18
 MS0315  DYNAMIC HEIGHT  -       1285.039 (meters)     4216.00  (feet) COMP
 MS0315  MODELED GRAVITY -    979,878.1   (mgal)                       NAVD 88
 MS0315
 MS0315  VERT ORDER      -  SECOND    CLASS 0
 MS0315
 MS0315.The horizontal coordinates were scaled from a map and have
 MS0315.an estimated accuracy of +/- 6 seconds.
 MS0315
 MS0315.The orthometric height was determined by differential leveling and
 MS0315.adjusted by the NATIONAL GEODETIC SURVEY
 MS0315.in June 1991.
 MS0315
 MS0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0315.GEOID18 height accuracy estimate available here.
 MS0315
 MS0315.Click photographs - Photos may exist for this station.
 MS0315
 MS0315.The dynamic height is computed by dividing the NAVD 88
 MS0315.geopotential number by the normal gravity value computed on the
 MS0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0315.degrees latitude (g = 980.6199 gals.).
 MS0315
 MS0315.The modeled gravity was interpolated from observed gravity values.
 MS0315
 MS0315;                    North         East    Units  Estimated Accuracy
 MS0315;SPC UT N     - 1,109,720.      330,740.      MT  (+/- 180 meters Scaled)
 MS0315
 MS0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL889755(NAD 83)
 MS0315
 MS0315                          SUPERSEDED SURVEY CONTROL
 MS0315
 MS0315  NGVD 29 (??/??/92) 1284.948  (m)         4215.70   (f) ADJ UNCH    2 0
 MS0315
 MS0315.Superseded values are not recommended for survey control.
 MS0315
 MS0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0315.See file dsdata.pdf to determine how the superseded data were derived.
 MS0315
 MS0315_MARKER: DB = BENCH MARK DISK
 MS0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0315_STAMPING: C 155 1966
 MS0315_MARK LOGO: CGS
 MS0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0315+STABILITY: SURFACE MOTION
 MS0315
 MS0315  HISTORY     - Date     Condition        Report By
 MS0315  HISTORY     - 1966     MONUMENTED       CGS
 MS0315
 MS0315                          STATION DESCRIPTION
 MS0315
 MS0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0315'20.6 MI E FROM LUCIN.
 MS0315'20.6 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE CROSSING
 MS0315'OF STATE HIGHWAY 70 AT LUCIN, 21.0 MILES WEST OF HOGUP, 2 FEET EAST OF
 MS0315'MILE POST 700, 58.8 FEET NORTH OF THE NORTH RAIL, 1.9 FEET WEST OF A
 MS0315'WITNESS POST, ABOUT 7 FEET LOWER THAN THE TRACK AND IN THE TOP OF A
 MS0315'CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0157 ***********************************************************************
 LO0157  DESIGNATION -  C 159
 LO0157  PID         -  LO0157
 LO0157  STATE/COUNTY-  UT/SUMMIT
 LO0157  COUNTRY     -  US
 LO0157  USGS QUAD   -  IRON MINE MOUNTAIN (2017)
 LO0157
 LO0157                         *CURRENT SURVEY CONTROL
 LO0157  ______________________________________________________________________
 LO0157* NAD 83(1986) POSITION- 40 35 42.     (N) 110 58 33.     (W)   SCALED
 LO0157* NAVD 88 ORTHO HEIGHT -  2530.498 (meters)     8302.14  (feet) ADJUSTED
 LO0157  ______________________________________________________________________
 LO0157  GEOID HEIGHT    -        -13.505 (meters)                     GEOID18
 LO0157  DYNAMIC HEIGHT  -       2527.821 (meters)     8293.36  (feet) COMP
 LO0157  MODELED GRAVITY -    979,475.2   (mgal)                       NAVD 88
 LO0157
 LO0157  VERT ORDER      -  SECOND    CLASS 0
 LO0157
 LO0157.The horizontal coordinates were scaled from a map and have
 LO0157.an estimated accuracy of +/- 6 seconds.
 LO0157
 LO0157.The orthometric height was determined by differential leveling and
 LO0157.adjusted by the NATIONAL GEODETIC SURVEY
 LO0157.in June 1991.
 LO0157
 LO0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0157.GEOID18 height accuracy estimate available here.
 LO0157
 LO0157.Click photographs - Photos may exist for this station.
 LO0157
 LO0157.The dynamic height is computed by dividing the NAVD 88
 LO0157.geopotential number by the normal gravity value computed on the
 LO0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0157.degrees latitude (g = 980.6199 gals.).
 LO0157
 LO0157.The modeled gravity was interpolated from observed gravity values.
 LO0157
 LO0157;                    North         East    Units  Estimated Accuracy
 LO0157;SPC UT N     - 1,029,190.      544,370.      MT  (+/- 180 meters Scaled)
 LO0157
 LO0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK020938(NAD 83)
 LO0157
 LO0157                          SUPERSEDED SURVEY CONTROL
 LO0157
 LO0157  NGVD 29 (??/??/92) 2528.985  (m)         8297.18   (f) ADJ UNCH    2 0
 LO0157
 LO0157.Superseded values are not recommended for survey control.
 LO0157
 LO0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0157.See file dsdata.pdf to determine how the superseded data were derived.
 LO0157
 LO0157_MARKER: DB = BENCH MARK DISK
 LO0157_SETTING: 80 = SET IN A BOULDER
 LO0157_STAMPING: C 159 1962
 LO0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0157+STABILITY: SURFACE MOTION
 LO0157
 LO0157  HISTORY     - Date     Condition        Report By
 LO0157  HISTORY     - 1962     MONUMENTED       CGS
 LO0157
 LO0157                          STATION DESCRIPTION
 LO0157
 LO0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0157'19.55 MI E FROM KAMAS.
 LO0157'19.55 MILES EAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0157'HIGHWAY 189 ALTERNATE AT KAMAS, AT THE JUNCTION OF A ROAD TO COBBLE
 LO0157'REST FOREST CAMP, IN THE TOP OF A 4- BY 6-FOOT BOULDER, 45 FEET
 LO0157'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 6.2 FEET NORTH OF A
 LO0157'WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND 1.4 FEET ABOVE
 LO0157'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0171 ***********************************************************************
 LO0171  DESIGNATION -  C 160
 LO0171  PID         -  LO0171
 LO0171  STATE/COUNTY-  UT/SUMMIT
 LO0171  COUNTRY     -  US
 LO0171  USGS QUAD   -  MIRROR LAKE (2017)
 LO0171
 LO0171                         *CURRENT SURVEY CONTROL
 LO0171  ______________________________________________________________________
 LO0171* NAD 83(1986) POSITION- 40 40 59.     (N) 110 54 15.     (W)   SCALED
 LO0171* NAVD 88 ORTHO HEIGHT -  3228.436 (meters)    10591.96  (feet) ADJUSTED
 LO0171  ______________________________________________________________________
 LO0171  GEOID HEIGHT    -        -12.863 (meters)                     GEOID18
 LO0171  DYNAMIC HEIGHT  -       3224.936 (meters)    10580.48  (feet) COMP
 LO0171  MODELED GRAVITY -    979,420.0   (mgal)                       NAVD 88
 LO0171
 LO0171  VERT ORDER      -  SECOND    CLASS 0
 LO0171
 LO0171.The horizontal coordinates were scaled from a map and have
 LO0171.an estimated accuracy of +/- 6 seconds.
 LO0171
 LO0171.The orthometric height was determined by differential leveling and
 LO0171.adjusted by the NATIONAL GEODETIC SURVEY
 LO0171.in June 1991.
 LO0171
 LO0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0171.GEOID18 height accuracy estimate available here.
 LO0171
 LO0171.Click photographs - Photos may exist for this station.
 LO0171
 LO0171.The dynamic height is computed by dividing the NAVD 88
 LO0171.geopotential number by the normal gravity value computed on the
 LO0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0171.degrees latitude (g = 980.6199 gals.).
 LO0171
 LO0171.The modeled gravity was interpolated from observed gravity values.
 LO0171
 LO0171;                    North         East    Units  Estimated Accuracy
 LO0171;SPC UT N     - 1,039,010.      550,370.      MT  (+/- 180 meters Scaled)
 LO0171
 LO0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL080035(NAD 83)
 LO0171
 LO0171                          SUPERSEDED SURVEY CONTROL
 LO0171
 LO0171  NGVD 29 (??/??/92) 3226.890  (m)        10586.89   (f) ADJ UNCH    2 0
 LO0171
 LO0171.Superseded values are not recommended for survey control.
 LO0171
 LO0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0171.See file dsdata.pdf to determine how the superseded data were derived.
 LO0171
 LO0171_MARKER: DD = SURVEY DISK
 LO0171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0171_SP_SET: CULVERT
 LO0171_STAMPING: C 160
 LO0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0171
 LO0171  HISTORY     - Date     Condition        Report By
 LO0171  HISTORY     - UNK      MONUMENTED       USFWA
 LO0171  HISTORY     - 1962     GOOD             CGS
 LO0171
 LO0171                          STATION DESCRIPTION
 LO0171
 LO0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0171'29.5 MI NE FROM KAMAS.
 LO0171'29.5 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0171'HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP OF THE CENTER OF THE
 LO0171'SOUTHEAST CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT, 16 FEET
 LO0171'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 LO0171'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0195 ***********************************************************************
 LO0195  DESIGNATION -  C 161
 LO0195  PID         -  LO0195
 LO0195  STATE/COUNTY-  UT/SUMMIT
 LO0195  COUNTRY     -  US
 LO0195  USGS QUAD   -  CHRISTMAS MEADOWS (2017)
 LO0195
 LO0195                         *CURRENT SURVEY CONTROL
 LO0195  ______________________________________________________________________
 LO0195* NAD 83(1986) POSITION- 40 52 03.     (N) 110 50 20.     (W)   SCALED
 LO0195* NAVD 88 ORTHO HEIGHT -  2602.019 (meters)     8536.79  (feet) ADJUSTED
 LO0195  ______________________________________________________________________
 LO0195  GEOID HEIGHT    -        -13.091 (meters)                     GEOID18
 LO0195  DYNAMIC HEIGHT  -       2599.342 (meters)     8528.01  (feet) COMP
 LO0195  MODELED GRAVITY -    979,500.7   (mgal)                       NAVD 88
 LO0195
 LO0195  VERT ORDER      -  SECOND    CLASS 0
 LO0195
 LO0195.The horizontal coordinates were scaled from a map and have
 LO0195.an estimated accuracy of +/- 6 seconds.
 LO0195
 LO0195.The orthometric height was determined by differential leveling and
 LO0195.adjusted by the NATIONAL GEODETIC SURVEY
 LO0195.in June 1991.
 LO0195
 LO0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0195.GEOID18 height accuracy estimate available here.
 LO0195
 LO0195.Click photographs - Photos may exist for this station.
 LO0195
 LO0195.The dynamic height is computed by dividing the NAVD 88
 LO0195.geopotential number by the normal gravity value computed on the
 LO0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0195.degrees latitude (g = 980.6199 gals.).
 LO0195
 LO0195.The modeled gravity was interpolated from observed gravity values.
 LO0195
 LO0195;                    North         East    Units  Estimated Accuracy
 LO0195;SPC UT N     - 1,059,530.      555,730.      MT  (+/- 180 meters Scaled)
 LO0195
 LO0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL135240(NAD 83)
 LO0195
 LO0195                          SUPERSEDED SURVEY CONTROL
 LO0195
 LO0195  NGVD 29 (??/??/92) 2600.487  (m)         8531.76   (f) ADJ UNCH    2 0
 LO0195
 LO0195.Superseded values are not recommended for survey control.
 LO0195
 LO0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0195.See file dsdata.pdf to determine how the superseded data were derived.
 LO0195
 LO0195_MARKER: DB = BENCH MARK DISK
 LO0195_SETTING: 80 = SET IN A BOULDER
 LO0195_STAMPING: C 161 1962
 LO0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0195+STABILITY: SURFACE MOTION
 LO0195
 LO0195  HISTORY     - Date     Condition        Report By
 LO0195  HISTORY     - 1962     MONUMENTED       CGS
 LO0195
 LO0195                          STATION DESCRIPTION
 LO0195
 LO0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0195'46.5 MI NE FROM KAMAS.
 LO0195'46.5 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0195'HIGHWAY 189 ALTERNATE AT KAMAS, AT THE JUNCTION OF A DIRT ROAD
 LO0195'NORTHWEST, 72 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 24
 LO0195'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 55 FEET NORTHWEST OF A
 LO0195'WITNESS POST, IN THE TOP OF A 4- BY 4-FOOT BOULDER WHICH PROJECTS 1.5
 LO0195'FEET ABOVE THE GROUND, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0351 ***********************************************************************
 LO0351  DESIGNATION -  C 162
 LO0351  PID         -  LO0351
 LO0351  STATE/COUNTY-  UT/SUMMIT
 LO0351  COUNTRY     -  US
 LO0351  USGS QUAD   -  RED HOLE (2017)
 LO0351
 LO0351                         *CURRENT SURVEY CONTROL
 LO0351  ______________________________________________________________________
 LO0351* NAD 83(1986) POSITION- 40 58 48.     (N) 111 05 12.     (W)   SCALED
 LO0351* NAVD 88 ORTHO HEIGHT -  2126.467 (meters)     6976.58  (feet) ADJUSTED
 LO0351  ______________________________________________________________________
 LO0351  GEOID HEIGHT    -        -14.828 (meters)                     GEOID18
 LO0351  DYNAMIC HEIGHT  -       2124.443 (meters)     6969.94  (feet) COMP
 LO0351  MODELED GRAVITY -    979,596.4   (mgal)                       NAVD 88
 LO0351
 LO0351  VERT ORDER      -  SECOND    CLASS 0
 LO0351
 LO0351.The horizontal coordinates were scaled from a map and have
 LO0351.an estimated accuracy of +/- 6 seconds.
 LO0351
 LO0351.The orthometric height was determined by differential leveling and
 LO0351.adjusted by the NATIONAL GEODETIC SURVEY
 LO0351.in June 1991.
 LO0351
 LO0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0351.GEOID18 height accuracy estimate available here.
 LO0351
 LO0351.Click photographs - Photos may exist for this station.
 LO0351
 LO0351.The dynamic height is computed by dividing the NAVD 88
 LO0351.geopotential number by the normal gravity value computed on the
 LO0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0351.degrees latitude (g = 980.6199 gals.).
 LO0351
 LO0351.The modeled gravity was interpolated from observed gravity values.
 LO0351
 LO0351;                    North         East    Units  Estimated Accuracy
 LO0351;SPC UT N     - 1,071,890.      534,790.      MT  (+/- 180 meters Scaled)
 LO0351
 LO0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL927365(NAD 83)
 LO0351
 LO0351                          SUPERSEDED SURVEY CONTROL
 LO0351
 LO0351  NGVD 29 (??/??/92) 2125.080  (m)         6972.03   (f) ADJ UNCH    2 0
 LO0351
 LO0351.Superseded values are not recommended for survey control.
 LO0351
 LO0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0351.See file dsdata.pdf to determine how the superseded data were derived.
 LO0351
 LO0351_MARKER: DB = BENCH MARK DISK
 LO0351_SETTING: 66 = SET IN ROCK OUTCROP
 LO0351_STAMPING: C 162 1962
 LO0351_MARK LOGO: CGS
 LO0351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0351+STABILITY: POSITION/ELEVATION WELL
 LO0351
 LO0351  HISTORY     - Date     Condition        Report By
 LO0351  HISTORY     - 1962     MONUMENTED       CGS
 LO0351
 LO0351                          STATION DESCRIPTION
 LO0351
 LO0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0351'20.9 MI E FROM COALVILLE.
 LO0351'20.9 MILES EAST ALONG STATE HIGHWAY 133 FROM THE COURT HOUSE AT
 LO0351'COALVILLE, 305 FEET NORTH OF THE CENTER OF THE JUNCTION OF A DIRT ROAD
 LO0351'SOUTHEAST, ON A KNOLL, IN THE TOP OF AN OUTCROP WHICH PROJECTS 1/2
 LO0351'FOOT ABOVE THE GROUND, 152 FEET NORTHWEST OF THE CENTER LINE OF THE
 LO0351'HIGHWAY, 115 FEET NORTHWEST OF TELEPHONE POLE 1753, 55.1 FEET
 LO0351'NORTHWEST OF A WITNESS POST, AND ABOUT 25 FEET HIGHER THAN THE
 LO0351'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0582 ***********************************************************************
 HN0582  DESIGNATION -  C 163
 HN0582  PID         -  HN0582
 HN0582  STATE/COUNTY-  UT/GARFIELD
 HN0582  COUNTRY     -  US
 HN0582  USGS QUAD   -  POSY LAKE (2017)
 HN0582
 HN0582                         *CURRENT SURVEY CONTROL
 HN0582  ______________________________________________________________________
 HN0582* NAD 83(1986) POSITION- 37 52 55.     (N) 111 40 04.     (W)   SCALED
 HN0582* NAVD 88 ORTHO HEIGHT -  2097.001 (meters)     6879.91  (feet) ADJUSTED
 HN0582  ______________________________________________________________________
 HN0582  GEOID HEIGHT    -        -19.130 (meters)                     GEOID18
 HN0582  DYNAMIC HEIGHT  -       2094.460 (meters)     6871.57  (feet) COMP
 HN0582  MODELED GRAVITY -    979,342.8   (mgal)                       NAVD 88
 HN0582
 HN0582  VERT ORDER      -  SECOND    CLASS 0
 HN0582
 HN0582.The horizontal coordinates were scaled from a map and have
 HN0582.an estimated accuracy of +/- 6 seconds.
 HN0582
 HN0582.The orthometric height was determined by differential leveling and
 HN0582.adjusted by the NATIONAL GEODETIC SURVEY
 HN0582.in June 1991.
 HN0582
 HN0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0582.GEOID18 height accuracy estimate available here.
 HN0582
 HN0582.Click photographs - Photos may exist for this station.
 HN0582
 HN0582.The dynamic height is computed by dividing the NAVD 88
 HN0582.geopotential number by the normal gravity value computed on the
 HN0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0582.degrees latitude (g = 980.6199 gals.).
 HN0582
 HN0582.The modeled gravity was interpolated from observed gravity values.
 HN0582
 HN0582;                    North         East    Units  Estimated Accuracy
 HN0582;SPC UT S     - 3,134,890.      485,240.      MT  (+/- 180 meters Scaled)
 HN0582
 HN0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG412929(NAD 83)
 HN0582
 HN0582                          SUPERSEDED SURVEY CONTROL
 HN0582
 HN0582  NGVD 29 (??/??/92) 2095.696  (m)         6875.63   (f) ADJ UNCH    2 0
 HN0582
 HN0582.Superseded values are not recommended for survey control.
 HN0582
 HN0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0582.See file dsdata.pdf to determine how the superseded data were derived.
 HN0582
 HN0582_MARKER: DB = BENCH MARK DISK
 HN0582_SETTING: 80 = SET IN A BOULDER
 HN0582_STAMPING: C 163 1962
 HN0582_MARK LOGO: CGS
 HN0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0582+STABILITY: SURFACE MOTION
 HN0582
 HN0582  HISTORY     - Date     Condition        Report By
 HN0582  HISTORY     - 1962     MONUMENTED       CGS
 HN0582  HISTORY     - 1963     GOOD             CGS
 HN0582
 HN0582                          STATION DESCRIPTION
 HN0582
 HN0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0582'10.1 MI N FROM ESCALANTE.
 HN0582'10.1 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 HN0582'ESCALANTE, IN THE TOP OF A 4- BY 4 1/2-FOOT BLACK BOULDER WHICH
 HN0582'PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 25 FEET EAST OF THE CENTER
 HN0582'LINE OF THE ROAD, 45 FEET SOUTH OF THE CENTER OF THE EAST END OF A
 HN0582'36-INCH PIPE CULVERT, 3.7 FEET EAST OF A WITNESS POST, AND ABOUT 4 1/2
 HN0582'FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0647 ***********************************************************************
 HN0647  DESIGNATION -  C 164
 HN0647  PID         -  HN0647
 HN0647  STATE/COUNTY-  UT/GARFIELD
 HN0647  COUNTRY     -  US
 HN0647  USGS QUAD   -  UPPER VALLEY (2017)
 HN0647
 HN0647                         *CURRENT SURVEY CONTROL
 HN0647  ______________________________________________________________________
 HN0647* NAD 83(1986) POSITION- 37 42 52.7    (N) 111 47 07.8    (W)   HD_HELD2
 HN0647* NAVD 88 ORTHO HEIGHT -  2099.301 (meters)     6887.46  (feet) ADJUSTED
 HN0647  ______________________________________________________________________
 HN0647  GEOID HEIGHT    -        -19.886 (meters)                     GEOID18
 HN0647  DYNAMIC HEIGHT  -       2096.734 (meters)     6879.03  (feet) COMP
 HN0647  MODELED GRAVITY -    979,331.9   (mgal)                       NAVD 88
 HN0647
 HN0647  VERT ORDER      -  SECOND    CLASS 0
 HN0647
 HN0647.The horizontal coordinates were established by autonomous hand held GPS
 HN0647.observations and have an estimated accuracy of +/- 10 meters.
 HN0647
 HN0647.The orthometric height was determined by differential leveling and
 HN0647.adjusted by the NATIONAL GEODETIC SURVEY
 HN0647.in June 1991.
 HN0647
 HN0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0647.GEOID18 height accuracy estimate available here.
 HN0647
 HN0647.Click photographs - Photos may exist for this station.
 HN0647
 HN0647.The dynamic height is computed by dividing the NAVD 88
 HN0647.geopotential number by the normal gravity value computed on the
 HN0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0647.degrees latitude (g = 980.6199 gals.).
 HN0647
 HN0647.The modeled gravity was interpolated from observed gravity values.
 HN0647
 HN0647;                    North         East    Units  Estimated Accuracy
 HN0647;SPC UT S     - 3,116,346.      474,828.      MT  (+/- 10 meters HH2 GPS)
 HN0647
 HN0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG3076874444(NAD 83)
 HN0647
 HN0647                          SUPERSEDED SURVEY CONTROL
 HN0647
 HN0647  NGVD 29 (??/??/92) 2097.976  (m)         6883.11   (f) ADJ UNCH    2 0
 HN0647
 HN0647.Superseded values are not recommended for survey control.
 HN0647
 HN0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0647.See file dsdata.pdf to determine how the superseded data were derived.
 HN0647
 HN0647_MARKER: DB = BENCH MARK DISK
 HN0647_SETTING: 66 = SET IN ROCK OUTCROP
 HN0647_STAMPING: C 164 1963
 HN0647_MARK LOGO: CGS
 HN0647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0647+STABILITY: POSITION/ELEVATION WELL
 HN0647
 HN0647  HISTORY     - Date     Condition        Report By
 HN0647  HISTORY     - 1963     MONUMENTED       CGS
 HN0647
 HN0647                          STATION DESCRIPTION
 HN0647
 HN0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0647'12.05 MI SW FROM ESCALANTE.
 HN0647'12.05 MILES SOUTHWEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD
 HN0647'CHURCH AT ESCALANTE, 0.1 MILE SOUTH-SOUTHWEST OF A LARGE LONE PINE
 HN0647'TREE ALONG THE EAST-SOUTHEAST SHOULDER OF THE HIGHWAY, IN THE TOP OF A
 HN0647'10- BY 15-FOOT SANDSTONE OUTCROP, 18 FEET WEST-NORTHWEST OF THE CENTER
 HN0647'LINE OF THE HIGHWAY, 2.5 FEET WEST OF A WITNESS POST, AND ABOUT 3 1/2
 HN0647'FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0059 ***********************************************************************
 HO0059  DESIGNATION -  C 165
 HO0059  PID         -  HO0059
 HO0059  STATE/COUNTY-  UT/GARFIELD
 HO0059  COUNTRY     -  US
 HO0059  USGS QUAD   -  CANNONVILLE (2017)
 HO0059
 HO0059                         *CURRENT SURVEY CONTROL
 HO0059  ______________________________________________________________________
 HO0059* NAD 83(1986) POSITION- 37 34 03.1    (N) 112 03 04.1    (W)   HD_HELD2
 HO0059* NAVD 88 ORTHO HEIGHT -  1791.802 (meters)     5878.60  (feet) ADJUSTED
 HO0059  ______________________________________________________________________
 HO0059  GEOID HEIGHT    -        -20.540 (meters)                     GEOID18
 HO0059  DYNAMIC HEIGHT  -       1789.701 (meters)     5871.71  (feet) COMP
 HO0059  MODELED GRAVITY -    979,394.1   (mgal)                       NAVD 88
 HO0059
 HO0059  VERT ORDER      -  SECOND    CLASS 0
 HO0059
 HO0059.The horizontal coordinates were established by autonomous hand held GPS
 HO0059.observations and have an estimated accuracy of +/- 10 meters.
 HO0059
 HO0059.The orthometric height was determined by differential leveling and
 HO0059.adjusted by the NATIONAL GEODETIC SURVEY
 HO0059.in June 1991.
 HO0059
 HO0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0059.GEOID18 height accuracy estimate available here.
 HO0059
 HO0059.Click photographs - Photos may exist for this station.
 HO0059
 HO0059.The dynamic height is computed by dividing the NAVD 88
 HO0059.geopotential number by the normal gravity value computed on the
 HO0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0059.degrees latitude (g = 980.6199 gals.).
 HO0059
 HO0059.The modeled gravity was interpolated from observed gravity values.
 HO0059
 HO0059;                    North         East    Units  Estimated Accuracy
 HO0059;SPC UT S     - 3,100,124.      451,312.      MT  (+/- 10 meters HH2 GPS)
 HO0059
 HO0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0717258352(NAD 83)
 HO0059
 HO0059                          SUPERSEDED SURVEY CONTROL
 HO0059
 HO0059  NGVD 29 (??/??/92) 1790.547  (m)         5874.49   (f) ADJ UNCH    2 0
 HO0059
 HO0059.Superseded values are not recommended for survey control.
 HO0059
 HO0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0059.See file dsdata.pdf to determine how the superseded data were derived.
 HO0059
 HO0059_MARKER: DB = BENCH MARK DISK
 HO0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HO0059_SP_SET: ABUTMENT
 HO0059_STAMPING: C 165 1963
 HO0059_MARK LOGO: CGS
 HO0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0059
 HO0059  HISTORY     - Date     Condition        Report By
 HO0059  HISTORY     - 1963     MONUMENTED       CGS
 HO0059
 HO0059                          STATION DESCRIPTION
 HO0059
 HO0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0059'4.8 MI S FROM TROPIC.
 HO0059'4.8 MILES SOUTH ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT TROPIC,
 HO0059'ABOUT 0.2 MILE EAST OF THE JUNCTION OF A ROAD LEADING TO CANNONVILLE,
 HO0059'IN THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF BRIDGE
 HO0059'12.4 OVER PARIA CREEK, 17 FEET NORTH OF THE CENTER LINE OF THE
 HO0059'HIGHWAY, 2.3 FEET NORTH OF THE NORTH CONCRETE GUARDRAIL, AND ABOUT
 HO0059'LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0610 ***********************************************************************
 HN0610  DESIGNATION -  C 166
 HN0610  PID         -  HN0610
 HN0610  STATE/COUNTY-  UT/GARFIELD
 HN0610  COUNTRY     -  US
 HN0610  USGS QUAD   -  GRIFFIN POINT (2017)
 HN0610
 HN0610                         *CURRENT SURVEY CONTROL
 HN0610  ______________________________________________________________________
 HN0610* NAD 83(1986) POSITION- 37 49 53.     (N) 111 51 27.     (W)   SCALED
 HN0610* NAVD 88 ORTHO HEIGHT -  2497.313 (meters)     8193.27  (feet) ADJUSTED
 HN0610  ______________________________________________________________________
 HN0610  GEOID HEIGHT    -        -19.188 (meters)                     GEOID18
 HN0610  DYNAMIC HEIGHT  -       2494.097 (meters)     8182.72  (feet) COMP
 HN0610  MODELED GRAVITY -    979,251.2   (mgal)                       NAVD 88
 HN0610
 HN0610  VERT ORDER      -  SECOND    CLASS 0
 HN0610
 HN0610.The horizontal coordinates were scaled from a map and have
 HN0610.an estimated accuracy of +/- 6 seconds.
 HN0610
 HN0610.The orthometric height was determined by differential leveling and
 HN0610.adjusted by the NATIONAL GEODETIC SURVEY
 HN0610.in June 1991.
 HN0610
 HN0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0610.GEOID18 height accuracy estimate available here.
 HN0610
 HN0610.Click photographs - Photos may exist for this station.
 HN0610
 HN0610.The dynamic height is computed by dividing the NAVD 88
 HN0610.geopotential number by the normal gravity value computed on the
 HN0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0610.degrees latitude (g = 980.6199 gals.).
 HN0610
 HN0610.The modeled gravity was interpolated from observed gravity values.
 HN0610
 HN0610;                    North         East    Units  Estimated Accuracy
 HN0610;SPC UT S     - 3,129,330.      468,530.      MT  (+/- 180 meters Scaled)
 HN0610
 HN0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG245874(NAD 83)
 HN0610
 HN0610                          SUPERSEDED SURVEY CONTROL
 HN0610
 HN0610  NGVD 29 (??/??/92) 2495.847  (m)         8188.46   (f) ADJ UNCH    2 0
 HN0610
 HN0610.Superseded values are not recommended for survey control.
 HN0610
 HN0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0610.See file dsdata.pdf to determine how the superseded data were derived.
 HN0610
 HN0610_MARKER: DB = BENCH MARK DISK
 HN0610_SETTING: 66 = SET IN ROCK OUTCROP
 HN0610_STAMPING: C 166 1963
 HN0610_MARK LOGO: CGS
 HN0610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0610+STABILITY: POSITION/ELEVATION WELL
 HN0610
 HN0610  HISTORY     - Date     Condition        Report By
 HN0610  HISTORY     - 1963     MONUMENTED       CGS
 HN0610
 HN0610                          STATION DESCRIPTION
 HN0610
 HN0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0610'16.6 MI NW FROM ESCALANTE.
 HN0610'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0610'AT ESCALANTE, THENCE 11.75 MILES NORTHWEST ALONG A DIRT ROAD, ON THE
 HN0610'OUTSIDE OF A SHORT SHARP CURVE, IN THE TOP OF A 6- BY 15-FOOT OUTCROP
 HN0610'WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND, 46 FEET SOUTHEAST OF THE
 HN0610'CENTER LINE OF THE ROAD, 13 FEET NORTHEAST OF THE CENTER LINE OF A
 HN0610'TRACK ROAD SOUTHEAST, 5.0 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT
 HN0610'9 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0216 ***********************************************************************
 JN0216  DESIGNATION -  C 167
 JN0216  PID         -  JN0216
 JN0216  STATE/COUNTY-  UT/WAYNE
 JN0216  COUNTRY     -  US
 JN0216  USGS QUAD   -  SMOOTH KNOLL (2017)
 JN0216
 JN0216                         *CURRENT SURVEY CONTROL
 JN0216  ______________________________________________________________________
 JN0216* NAD 83(1986) POSITION- 38 09 26.     (N) 111 40 20.     (W)   SCALED
 JN0216* NAVD 88 ORTHO HEIGHT -  2826.767 (meters)     9274.15  (feet) ADJUSTED
 JN0216  ______________________________________________________________________
 JN0216  GEOID HEIGHT    -        -17.766 (meters)                     GEOID18
 JN0216  DYNAMIC HEIGHT  -       2823.077 (meters)     9262.05  (feet) COMP
 JN0216  MODELED GRAVITY -    979,219.8   (mgal)                       NAVD 88
 JN0216
 JN0216  VERT ORDER      -  SECOND    CLASS 0
 JN0216
 JN0216.The horizontal coordinates were scaled from a map and have
 JN0216.an estimated accuracy of +/- 6 seconds.
 JN0216
 JN0216.The orthometric height was determined by differential leveling and
 JN0216.adjusted by the NATIONAL GEODETIC SURVEY
 JN0216.in June 1991.
 JN0216
 JN0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0216.GEOID18 height accuracy estimate available here.
 JN0216
 JN0216.Click photographs - Photos may exist for this station.
 JN0216
 JN0216.The dynamic height is computed by dividing the NAVD 88
 JN0216.geopotential number by the normal gravity value computed on the
 JN0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0216.degrees latitude (g = 980.6199 gals.).
 JN0216
 JN0216.The modeled gravity was interpolated from observed gravity values.
 JN0216
 JN0216;                    North         East    Units  Estimated Accuracy
 JN0216;SPC UT S     - 3,165,440.      484,910.      MT  (+/- 180 meters Scaled)
 JN0216
 JN0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH411234(NAD 83)
 JN0216
 JN0216                          SUPERSEDED SURVEY CONTROL
 JN0216
 JN0216  NGVD 29 (??/??/92) 2825.257  (m)         9269.20   (f) ADJ UNCH    2 0
 JN0216
 JN0216.Superseded values are not recommended for survey control.
 JN0216
 JN0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0216.See file dsdata.pdf to determine how the superseded data were derived.
 JN0216
 JN0216_MARKER: DB = BENCH MARK DISK
 JN0216_SETTING: 80 = SET IN A BOULDER
 JN0216_STAMPING: C 167 1963
 JN0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0216+STABILITY: SURFACE MOTION
 JN0216
 JN0216  HISTORY     - Date     Condition        Report By
 JN0216  HISTORY     - 1963     MONUMENTED       CGS
 JN0216
 JN0216                          STATION DESCRIPTION
 JN0216
 JN0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0216'19.0 MI S FROM LOA.
 JN0216'19.0 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0216'24 AT LOA, NEAR THE FOOT OF THE NORTH SLOPE OF A GRADE, IN THE TOP OF
 JN0216'A 3- BY 4-FOOT BOULDER WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND,
 JN0216'44 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTHEAST OF A
 JN0216'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0237 ***********************************************************************
 JN0237  DESIGNATION -  C 168
 JN0237  PID         -  JN0237
 JN0237  STATE/COUNTY-  UT/WAYNE
 JN0237  COUNTRY     -  US
 JN0237  USGS QUAD   -  LOA (2017)
 JN0237
 JN0237                         *CURRENT SURVEY CONTROL
 JN0237  ______________________________________________________________________
 JN0237* NAD 83(1986) POSITION- 38 22 42.30   (N) 111 38 32.66   (W)   HD_HELD1
 JN0237* NAVD 88 ORTHO HEIGHT -  2150.058 (meters)     7053.98  (feet) ADJUSTED
 JN0237  ______________________________________________________________________
 JN0237  GEOID HEIGHT    -        -17.756 (meters)                     GEOID18
 JN0237  DYNAMIC HEIGHT  -       2147.555 (meters)     7045.77  (feet) COMP
 JN0237  MODELED GRAVITY -    979,387.0   (mgal)                       NAVD 88
 JN0237
 JN0237  VERT ORDER      -  SECOND    CLASS 0
 JN0237
 JN0237.The horizontal coordinates were determined by differentially corrected
 JN0237.hand held GPS observations or other comparable positioning techniques
 JN0237.and have an estimated accuracy of +/- 3 meters.
 JN0237
 JN0237.The orthometric height was determined by differential leveling and
 JN0237.adjusted by the NATIONAL GEODETIC SURVEY
 JN0237.in June 1991.
 JN0237
 JN0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0237.GEOID18 height accuracy estimate available here.
 JN0237
 JN0237.Click photographs - Photos may exist for this station.
 JN0237
 JN0237.The dynamic height is computed by dividing the NAVD 88
 JN0237.geopotential number by the normal gravity value computed on the
 JN0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0237.degrees latitude (g = 980.6199 gals.).
 JN0237
 JN0237.The modeled gravity was interpolated from observed gravity values.
 JN0237
 JN0237;                    North         East    Units  Estimated Accuracy
 JN0237;SPC UT S     - 3,189,992.0     487,556.7     MT  (+/- 3 meters HH1 GPS) 
 JN0237
 JN0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH4388947997(NAD 83)
 JN0237
 JN0237                          SUPERSEDED SURVEY CONTROL
 JN0237
 JN0237  NGVD 29 (??/??/92) 2148.743  (m)         7049.67   (f) ADJ UNCH    2 0
 JN0237
 JN0237.Superseded values are not recommended for survey control.
 JN0237
 JN0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0237.See file dsdata.pdf to determine how the superseded data were derived.
 JN0237
 JN0237_MARKER: DB = BENCH MARK DISK
 JN0237_SETTING: 80 = SET IN A BOULDER
 JN0237_STAMPING: C 168 1963
 JN0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0237+STABILITY: SURFACE MOTION
 JN0237
 JN0237  HISTORY     - Date     Condition        Report By
 JN0237  HISTORY     - 1963     MONUMENTED       CGS
 JN0237
 JN0237                          STATION DESCRIPTION
 JN0237
 JN0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0237'1.35 MI S FROM LOA.
 JN0237'1.35 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0237'24 AT LOA, AT THE SOUTH END OF A CURVE, IN THE TOP OF A 3- BY 4-FOOT
 JN0237'BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 57 FEET
 JN0237'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 36 FEET SOUTHWEST OF A
 JN0237'FENCE, 5.1 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 2 1/2 FEET
 JN0237'HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0496 ***********************************************************************
 HN0496  DESIGNATION -  C 169
 HN0496  PID         -  HN0496
 HN0496  STATE/COUNTY-  UT/KANE
 HN0496  COUNTRY     -  US
 HN0496  USGS QUAD   -  BIG HOLLOW WASH (2017)
 HN0496
 HN0496                         *CURRENT SURVEY CONTROL
 HN0496  ______________________________________________________________________
 HN0496* NAD 83(1986) POSITION- 37 23 18.     (N) 111 08 15.     (W)   SCALED
 HN0496* NAVD 88 ORTHO HEIGHT -  1433.196 (meters)     4702.08  (feet) ADJUSTED
 HN0496  ______________________________________________________________________
 HN0496  GEOID HEIGHT    -        -22.282 (meters)                     GEOID18
 HN0496  DYNAMIC HEIGHT  -       1431.547 (meters)     4696.67  (feet) COMP
 HN0496  MODELED GRAVITY -    979,430.6   (mgal)                       NAVD 88
 HN0496
 HN0496  VERT ORDER      -  SECOND    CLASS 0
 HN0496
 HN0496.The horizontal coordinates were scaled from a map and have
 HN0496.an estimated accuracy of +/- 6 seconds.
 HN0496
 HN0496.The orthometric height was determined by differential leveling and
 HN0496.adjusted by the NATIONAL GEODETIC SURVEY
 HN0496.in June 1991.
 HN0496
 HN0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0496.GEOID18 height accuracy estimate available here.
 HN0496
 HN0496.Click photographs - Photos may exist for this station.
 HN0496
 HN0496.The dynamic height is computed by dividing the NAVD 88
 HN0496.geopotential number by the normal gravity value computed on the
 HN0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0496.degrees latitude (g = 980.6199 gals.).
 HN0496
 HN0496.The modeled gravity was interpolated from observed gravity values.
 HN0496
 HN0496;                    North         East    Units  Estimated Accuracy
 HN0496;SPC UT S     - 3,080,160.      532,100.      MT  (+/- 180 meters Scaled)
 HN0496
 HN0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG878379(NAD 83)
 HN0496
 HN0496                          SUPERSEDED SURVEY CONTROL
 HN0496
 HN0496  NGVD 29 (??/??/92) 1432.137  (m)         4698.60   (f) ADJ UNCH    2 0
 HN0496
 HN0496.Superseded values are not recommended for survey control.
 HN0496
 HN0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0496.See file dsdata.pdf to determine how the superseded data were derived.
 HN0496
 HN0496_MARKER: DB = BENCH MARK DISK
 HN0496_SETTING: 66 = SET IN ROCK OUTCROP
 HN0496_STAMPING: C 169 1963
 HN0496_MARK LOGO: CGS
 HN0496_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0496+STABILITY: POSITION/ELEVATION WELL
 HN0496
 HN0496  HISTORY     - Date     Condition        Report By
 HN0496  HISTORY     - 1963     MONUMENTED       CGS
 HN0496
 HN0496                          STATION DESCRIPTION
 HN0496
 HN0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0496'37.95 MI SE FROM ESCALANTE.
 HN0496'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0496'AT ESCALANTE, THENCE 32.95 MILES SOUTHEAST ALONG A DIRT ROAD, 0.2 MILE
 HN0496'NORTHWEST OF A SPRING AND CATTLEGUARD AT WILLOW TANK, AT THE SOUTHEAST
 HN0496'END OF A SHARP CURVE, IN THE TOP OF A LARGE FLAT RED SANDSTONE OUTCROP
 HN0496'WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 56 FEET NORTHEAST OF
 HN0496'THE CENTER LINE OF THE ROAD, ABOUT 40 FEET WEST OF THE WEST RIM OF A
 HN0496'DEEP WASH, 1.0 FOOT SOUTHEAST OF A WITNESS POST, AND ABOUT 3 FEET
 HN0496'HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0010 ***********************************************************************
 MS0010  DESIGNATION -  C 170
 MS0010  PID         -  MS0010
 MS0010  STATE/COUNTY-  UT/BOX ELDER
 MS0010  COUNTRY     -  US
 MS0010  USGS QUAD   -  CUTLER DAM (2017)
 MS0010
 MS0010                         *CURRENT SURVEY CONTROL
 MS0010  ______________________________________________________________________
 MS0010* NAD 83(1986) POSITION- 41 50 05.     (N) 112 02 59.     (W)   SCALED
 MS0010* NAVD 88 ORTHO HEIGHT -  1372.994 (meters)     4504.56  (feet) ADJUSTED
 MS0010  ______________________________________________________________________
 MS0010  GEOID HEIGHT    -        -15.261 (meters)                     GEOID18
 MS0010  DYNAMIC HEIGHT  -       1372.057 (meters)     4501.49  (feet) COMP
 MS0010  MODELED GRAVITY -    979,893.1   (mgal)                       NAVD 88
 MS0010
 MS0010  VERT ORDER      -  FIRST     CLASS I
 MS0010
 MS0010.The horizontal coordinates were scaled from a map and have
 MS0010.an estimated accuracy of +/- 6 seconds.
 MS0010
 MS0010.The orthometric height was determined by differential leveling and
 MS0010.adjusted by the NATIONAL GEODETIC SURVEY
 MS0010.in June 1991.
 MS0010
 MS0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0010.GEOID18 height accuracy estimate available here.
 MS0010
 MS0010.Click photographs - Photos may exist for this station.
 MS0010
 MS0010.The dynamic height is computed by dividing the NAVD 88
 MS0010.geopotential number by the normal gravity value computed on the
 MS0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0010.degrees latitude (g = 980.6199 gals.).
 MS0010
 MS0010.The modeled gravity was interpolated from observed gravity values.
 MS0010
 MS0010;                    North         East    Units  Estimated Accuracy
 MS0010;SPC UT N     - 1,166,880.      454,340.      MT  (+/- 180 meters Scaled)
 MS0010
 MS0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM128319(NAD 83)
 MS0010
 MS0010                          SUPERSEDED SURVEY CONTROL
 MS0010
 MS0010  NGVD 29 (??/??/92) 1371.987  (m)         4501.26   (f) ADJ UNCH    1 1
 MS0010
 MS0010.Superseded values are not recommended for survey control.
 MS0010
 MS0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0010.See file dsdata.pdf to determine how the superseded data were derived.
 MS0010
 MS0010_MARKER: DB = BENCH MARK DISK
 MS0010_SETTING: 66 = SET IN ROCK OUTCROP
 MS0010_STAMPING: C 170 1967
 MS0010_MARK LOGO: CGS
 MS0010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0010+STABILITY: POSITION/ELEVATION WELL
 MS0010
 MS0010  HISTORY     - Date     Condition        Report By
 MS0010  HISTORY     - 1967     MONUMENTED       CGS
 MS0010
 MS0010                          STATION DESCRIPTION
 MS0010
 MS0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0010'3.7 MI W FROM CACHE JUNCTION.
 MS0010'3.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MS0010'CACHE JUNCTION, ABOUT 6 POLE NORTHEAST OF MILEPOLE 45, AT THE
 MS0010'SOUTHWEST ENTRANCE TO A 220-FOOT LONG TUNNEL, SET VERTICALLY IN THE
 MS0010'NORTHWEST FACE OF AN OUTCROP, 8.9 FEET SOUTHEAST OF THE SOUTHEAST
 MS0010'RAIL, 12 FEET SOUTHWEST OF THE SOUTHWEST END OF THE TUNNEL, AND ABOUT
 MS0010'3 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0096 ***********************************************************************
 MS0096  DESIGNATION -  C 171
 MS0096  PID         -  MS0096
 MS0096  STATE/COUNTY-  UT/BOX ELDER
 MS0096  COUNTRY     -  US
 MS0096  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0096
 MS0096                         *CURRENT SURVEY CONTROL
 MS0096  ______________________________________________________________________
 MS0096* NAD 83(1986) POSITION- 41 34 43.0    (N) 112 02 04.9    (W)   HD_HELD2
 MS0096* NAVD 88 ORTHO HEIGHT -  1299.751 (meters)     4264.27  (feet) ADJUSTED
 MS0096  ______________________________________________________________________
 MS0096  GEOID HEIGHT    -        -15.886 (meters)                     GEOID18
 MS0096  DYNAMIC HEIGHT  -       1298.835 (meters)     4261.26  (feet) COMP
 MS0096  MODELED GRAVITY -    979,873.9   (mgal)                       NAVD 88
 MS0096
 MS0096  VERT ORDER      -  FIRST     CLASS I
 MS0096
 MS0096.The horizontal coordinates were established by autonomous hand held GPS
 MS0096.observations and have an estimated accuracy of +/- 10 meters.
 MS0096
 MS0096.The orthometric height was determined by differential leveling and
 MS0096.adjusted by the NATIONAL GEODETIC SURVEY
 MS0096.in June 1991.
 MS0096
 MS0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0096.GEOID18 height accuracy estimate available here.
 MS0096
 MS0096.Click photographs - Photos may exist for this station.
 MS0096
 MS0096.The dynamic height is computed by dividing the NAVD 88
 MS0096.geopotential number by the normal gravity value computed on the
 MS0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0096.degrees latitude (g = 980.6199 gals.).
 MS0096
 MS0096.The modeled gravity was interpolated from observed gravity values.
 MS0096
 MS0096;                    North         East    Units  Estimated Accuracy
 MS0096;SPC UT N     - 1,138,428.      455,411.      MT  (+/- 10 meters HH2 GPS)
 MS0096
 MS0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM1374503508(NAD 83)
 MS0096
 MS0096                          SUPERSEDED SURVEY CONTROL
 MS0096
 MS0096  NGVD 29 (??/??/92) 1298.756  (m)         4261.00   (f) ADJ UNCH    1 1
 MS0096
 MS0096.Superseded values are not recommended for survey control.
 MS0096
 MS0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0096.See file dsdata.pdf to determine how the superseded data were derived.
 MS0096
 MS0096_MARKER: DB = BENCH MARK DISK
 MS0096_SETTING: 66 = SET IN ROCK OUTCROP
 MS0096_STAMPING: C 171 1967
 MS0096_MARK LOGO: CGS
 MS0096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0096+STABILITY: POSITION/ELEVATION WELL
 MS0096
 MS0096  HISTORY     - Date     Condition        Report By
 MS0096  HISTORY     - 1967     MONUMENTED       CGS
 MS0096
 MS0096                          STATION DESCRIPTION
 MS0096
 MS0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0096'5.0 MI N FROM BRIGHAM CITY.
 MS0096'1.2 MILES NORTH ALONG MAIN STREET FROM THE COURTHOUSE AT BRIGHAM CITY,
 MS0096'THENCE 3.8 MILES NORTH ALONG STATE HIGHWAY 69, 4.75 MILES SOUTHEAST OF
 MS0096'HONEYVILLE, IN THE FRONT LAWN OF MR. JOSEPH L. YATES PROPERTY, IN THE
 MS0096'TOP OF THE NORTH END OF A 5 1/2- BY 12-FOOT BLACK OUTCROP WHICH
 MS0096'PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 93 1/2 FEET SOUTHWEST OF THE
 MS0096'CENTER LINE OF THE HIGHWAY, 40.7 FEET EAST OF THE NORTHEAST CORNER OF
 MS0096'A RANCHHOUSE, 67 FEET SOUTHWEST OF A POWER POLE BEARING A TRANSFORMER,
 MS0096'AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0181 ***********************************************************************
 MS0181  DESIGNATION -  C 172
 MS0181  PID         -  MS0181
 MS0181  STATE/COUNTY-  UT/BOX ELDER
 MS0181  COUNTRY     -  US
 MS0181  USGS QUAD   -  PLAIN CITY (2017)
 MS0181
 MS0181                         *CURRENT SURVEY CONTROL
 MS0181  ______________________________________________________________________
 MS0181* NAD 83(1986) POSITION- 41 20 13.1    (N) 112 01 45.7    (W)   HD_HELD2
 MS0181* NAVD 88 ORTHO HEIGHT -  1308.269 (meters)     4292.21  (feet) ADJUSTED
 MS0181  ______________________________________________________________________
 MS0181  GEOID HEIGHT    -        -16.503 (meters)                     GEOID18
 MS0181  DYNAMIC HEIGHT  -       1307.315 (meters)     4289.08  (feet) COMP
 MS0181  MODELED GRAVITY -    979,849.3   (mgal)                       NAVD 88
 MS0181
 MS0181  VERT ORDER      -  FIRST     CLASS I
 MS0181
 MS0181.The horizontal coordinates were established by autonomous hand held GPS
 MS0181.observations and have an estimated accuracy of +/- 10 meters.
 MS0181
 MS0181.The orthometric height was determined by differential leveling and
 MS0181.adjusted by the NATIONAL GEODETIC SURVEY
 MS0181.in June 1991.
 MS0181
 MS0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0181.GEOID18 height accuracy estimate available here.
 MS0181
 MS0181.Click photographs - Photos may exist for this station.
 MS0181
 MS0181.The dynamic height is computed by dividing the NAVD 88
 MS0181.geopotential number by the normal gravity value computed on the
 MS0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0181.degrees latitude (g = 980.6199 gals.).
 MS0181
 MS0181.The modeled gravity was interpolated from observed gravity values.
 MS0181
 MS0181;                    North         East    Units  Estimated Accuracy
 MS0181;SPC UT N     - 1,111,589.      455,692.      MT  (+/- 10 meters HH2 GPS)
 MS0181
 MS0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1387076676(NAD 83)
 MS0181
 MS0181                          SUPERSEDED SURVEY CONTROL
 MS0181
 MS0181  NGVD 29 (??/??/92) 1307.287  (m)         4288.99   (f) ADJ UNCH    1 1
 MS0181
 MS0181.Superseded values are not recommended for survey control.
 MS0181
 MS0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0181.See file dsdata.pdf to determine how the superseded data were derived.
 MS0181
 MS0181_MARKER: DB = BENCH MARK DISK
 MS0181_SETTING: 66 = SET IN ROCK OUTCROP
 MS0181_STAMPING: C 172 1967
 MS0181_MARK LOGO: CGS
 MS0181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0181+STABILITY: POSITION/ELEVATION WELL
 MS0181
 MS0181  HISTORY     - Date     Condition        Report By
 MS0181  HISTORY     - 1967     MONUMENTED       CGS
 MS0181
 MS0181                          STATION DESCRIPTION
 MS0181
 MS0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0181'8.75 MI N FROM OGDEN.
 MS0181'8.75 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MS0181'OGDEN, 1 POLE SOUTH OF MILEPOLE 8.75, AT WEBER-BOX ELDER COUNTY LINE,
 MS0181'173.5 FEET EAST OF AND ACROSS A CONCRETE ROAD FROM THE EAST MAIN
 MS0181'TRACK, 145 FEET EAST OF THE 1ST TELEPHONE POLE SOUTH OF MILEPOLE 8.75,
 MS0181'IN THE TOP OF A LARGE OUTCROP PROJECTS 3 FEET ABOVE THE GROUND, 81.8
 MS0181'FEET EAST-SOUTHEAST OF BENCH MARK H 17 (USGS), 99.5 FEET SOUTH OF
 MS0181'BENCH MARK B 172, 33 FEET EAST OF THE CENTER LINE OF A CONCRETE ROAD,
 MS0181'19.0 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 MS0181'GROUND, ABOUT 7 FEET HIGHER THAN THE ROAD, AND 10 FEET HIGHER THAN THE
 MS0181'TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0411 ***********************************************************************
 MR0411  DESIGNATION -  C 173
 MR0411  PID         -  MR0411
 MR0411  STATE/COUNTY-  UT/DAVIS
 MR0411  COUNTRY     -  US
 MR0411  USGS QUAD   -  KAYSVILLE (2017)
 MR0411
 MR0411                         *CURRENT SURVEY CONTROL
 MR0411  ______________________________________________________________________
 MR0411* NAD 83(1986) POSITION- 41 03 31.60   (N) 111 57 56.31   (W)   HD_HELD1
 MR0411* NAVD 88 ORTHO HEIGHT -  1326.955 (meters)     4353.52  (feet) ADJUSTED
 MR0411  ______________________________________________________________________
 MR0411  GEOID HEIGHT    -        -16.844 (meters)                     GEOID18
 MR0411  DYNAMIC HEIGHT  -       1325.929 (meters)     4350.15  (feet) COMP
 MR0411  MODELED GRAVITY -    979,805.9   (mgal)                       NAVD 88
 MR0411  OBS GRAVITY     -    979,808.1   (mgal)                       GRAV_OBS
 MR0411
 MR0411  VERT ORDER      -  FIRST     CLASS I
 MR0411
 MR0411.The horizontal coordinates were determined by differentially corrected
 MR0411.hand held GPS observations or other comparable positioning techniques
 MR0411.and have an estimated accuracy of +/- 3 meters.
 MR0411
 MR0411.The orthometric height was determined by differential leveling and
 MR0411.adjusted by the NATIONAL GEODETIC SURVEY
 MR0411.in June 1991.
 MR0411
 MR0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0411.GEOID18 height accuracy estimate available here.
 MR0411
 MR0411.Click photographs - Photos may exist for this station.
 MR0411
 MR0411.The dynamic height is computed by dividing the NAVD 88
 MR0411.geopotential number by the normal gravity value computed on the
 MR0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0411.degrees latitude (g = 980.6199 gals.).
 MR0411
 MR0411.The modeled gravity was interpolated from observed gravity values.
 MR0411
 MR0411.The observed gravity was obtained from relative gravimeter ties
 MR0411.to the IGSN71 gravity network.
 MR0411
 MR0411;                    North         East    Units  Estimated Accuracy
 MR0411;SPC UT N     - 1,080,664.9     460,859.6     MT  (+/- 3 meters HH1 GPS) 
 MR0411
 MR0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1885945731(NAD 83)
 MR0411
 MR0411                          SUPERSEDED SURVEY CONTROL
 MR0411
 MR0411  NGVD 29 (??/??/92) 1325.975  (m)         4350.30   (f) ADJ UNCH    1 1
 MR0411
 MR0411.Superseded values are not recommended for survey control.
 MR0411
 MR0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0411.See file dsdata.pdf to determine how the superseded data were derived.
 MR0411
 MR0411_MARKER: DB = BENCH MARK DISK
 MR0411_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MR0411_SP_SET: WALL
 MR0411_STAMPING: C 173 1967
 MR0411_MARK LOGO: CGS
 MR0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0411+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2001
 MR0411
 MR0411  HISTORY     - Date     Condition        Report By
 MR0411  HISTORY     - 1967     MONUMENTED       CGS
 MR0411  HISTORY     - 20010831 GOOD             INDIV
 MR0411
 MR0411                          STATION DESCRIPTION
 MR0411
 MR0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0411'0.1 MI SE FROM LAYTON.
 MR0411'0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 91 (MAIN STREET) FROM THE
 MR0411'JUNCTION OF GENTILE STREET AT LAYTON, AT THE CROSSING OF KAYS CREEK,
 MR0411'IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE WALL OF AN
 MR0411'8- BY 9 1/2-FOOT IRRIGATION DRAIN STRUCTURE WITH A VALVE, 40 FEET
 MR0411'SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANES OF THE HIGHWAY, 19
 MR0411'FEET NORTHWEST OF THE CENTER LINE OF A DRIVEWAY SOUTHWEST TO 74 MAIN
 MR0411'STREET, 1.4 FEET SOUTHWEST OF THE EAST CORNER OF THE STRUCTURE, AND
 MR0411'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 MR0411
 MR0411                          STATION RECOVERY (2001)
 MR0411
 MR0411'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (DLV)
 MR0411'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0232 ***********************************************************************
 LP0232  DESIGNATION -  C 174
 LP0232  PID         -  LP0232
 LP0232  STATE/COUNTY-  UT/SALT LAKE
 LP0232  COUNTRY     -  US
 LP0232  USGS QUAD   -  FARNSWORTH PEAK (2017)
 LP0232
 LP0232                         *CURRENT SURVEY CONTROL
 LP0232  ______________________________________________________________________
 LP0232* NAD 83(1986) POSITION- 40 43 34.     (N) 112 12 19.     (W)   SCALED
 LP0232* NAVD 88 ORTHO HEIGHT -  1290.485 (meters)     4233.87  (feet) ADJUSTED
 LP0232  ______________________________________________________________________
 LP0232  GEOID HEIGHT    -        -17.261 (meters)                     GEOID18
 LP0232  DYNAMIC HEIGHT  -       1289.500 (meters)     4230.63  (feet) COMP
 LP0232  MODELED GRAVITY -    979,816.1   (mgal)                       NAVD 88
 LP0232
 LP0232  VERT ORDER      -  FIRST     CLASS I
 LP0232
 LP0232.The horizontal coordinates were scaled from a map and have
 LP0232.an estimated accuracy of +/- 6 seconds.
 LP0232
 LP0232.The orthometric height was determined by differential leveling and
 LP0232.adjusted by the NATIONAL GEODETIC SURVEY
 LP0232.in June 1991.
 LP0232
 LP0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0232.GEOID18 height accuracy estimate available here.
 LP0232
 LP0232.Click photographs - Photos may exist for this station.
 LP0232
 LP0232.The dynamic height is computed by dividing the NAVD 88
 LP0232.geopotential number by the normal gravity value computed on the
 LP0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0232.degrees latitude (g = 980.6199 gals.).
 LP0232
 LP0232.The modeled gravity was interpolated from observed gravity values.
 LP0232
 LP0232;                    North         East    Units  Estimated Accuracy
 LP0232;SPC UT C     - 2,265,890.      440,420.      MT  (+/- 180 meters Scaled)
 LP0232
 LP0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL982090(NAD 83)
 LP0232
 LP0232                          SUPERSEDED SURVEY CONTROL
 LP0232
 LP0232  NGVD 29 (??/??/92) 1289.49   (m)         4230.6    (f) COMPUTED    1 1
 LP0232
 LP0232.Superseded values are not recommended for survey control.
 LP0232
 LP0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0232.See file dsdata.pdf to determine how the superseded data were derived.
 LP0232
 LP0232_MARKER: DB = BENCH MARK DISK
 LP0232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LP0232_SP_SET: ABUTMENT
 LP0232_STAMPING: C 174 1970
 LP0232_MARK LOGO: CGS
 LP0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0232
 LP0232  HISTORY     - Date     Condition        Report By
 LP0232  HISTORY     - 1970     MONUMENTED       NGS
 LP0232
 LP0232                          STATION DESCRIPTION
 LP0232
 LP0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0232'5.9 MI W FROM MAGNA.
 LP0232'0.5 MILE NORTH ALONG 9180 WEST STREET FROM WEBSTER SCHOOL AT MAGNA,
 LP0232'THENCE 5.4 MILES WEST ALONG U.S. HIGHWAY 40 AND 50 ALTERNATE, 0.25
 LP0232'MILE WEST OF SMELTER SIDING SIGN, IN THE TOP AND 1.5 FEET NORTH OF THE
 LP0232'SOUTH END OF THE WEST ABUTMENT OF RAILROAD BRIDGE 766.17, 186 FEET
 LP0232'NORTH OF THE CENTER LINE OF THE HIGHWAY, 6.0 FEET SOUTH OF THE SOUTH
 LP0232'RAIL AND 1 1/2 FEET LOWER THAN THE TRACK.  SECTION 17, T 3 W, R 1 S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0635 ***********************************************************************
 LO0635  DESIGNATION -  C 175
 LO0635  PID         -  LO0635
 LO0635  STATE/COUNTY-  UT/SALT LAKE
 LO0635  COUNTRY     -  US
 LO0635  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0635
 LO0635                         *CURRENT SURVEY CONTROL
 LO0635  ______________________________________________________________________
 LO0635* NAD 83(1986) POSITION- 40 46 56.     (N) 111 54 07.     (W)   SCALED
 LO0635* NAVD 88 ORTHO HEIGHT -  1290.713 (meters)     4234.61  (feet) ADJUSTED
 LO0635  ______________________________________________________________________
 LO0635  GEOID HEIGHT    -        -16.807 (meters)                     GEOID18
 LO0635  DYNAMIC HEIGHT  -       1289.706 (meters)     4231.31  (feet) COMP
 LO0635  MODELED GRAVITY -    979,800.0   (mgal)                       NAVD 88
 LO0635  OBS GRAVITY     -    979,800.3   (mgal)                       GRAV_OBS
 LO0635
 LO0635  VERT ORDER      -  FIRST     CLASS I
 LO0635
 LO0635.The horizontal coordinates were scaled from a map and have
 LO0635.an estimated accuracy of +/- 6 seconds.
 LO0635
 LO0635.The orthometric height was determined by differential leveling and
 LO0635.adjusted by the NATIONAL GEODETIC SURVEY
 LO0635.in June 1991.
 LO0635
 LO0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0635.GEOID18 height accuracy estimate available here.
 LO0635
 LO0635.Click photographs - Photos may exist for this station.
 LO0635
 LO0635.The dynamic height is computed by dividing the NAVD 88
 LO0635.geopotential number by the normal gravity value computed on the
 LO0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0635.degrees latitude (g = 980.6199 gals.).
 LO0635
 LO0635.The modeled gravity was interpolated from observed gravity values.
 LO0635
 LO0635.The observed gravity was obtained from relative gravimeter ties
 LO0635.to the IGSN71 gravity network.
 LO0635
 LO0635;                    North         East    Units  Estimated Accuracy
 LO0635;SPC UT C     - 2,271,960.      466,070.      MT  (+/- 180 meters Scaled)
 LO0635
 LO0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL238149(NAD 83)
 LO0635
 LO0635                          SUPERSEDED SURVEY CONTROL
 LO0635
 LO0635  NGVD 29 (??/??/92) 1289.78   (m)         4231.6    (f) COMPUTED    1 1
 LO0635
 LO0635.Superseded values are not recommended for survey control.
 LO0635
 LO0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0635.See file dsdata.pdf to determine how the superseded data were derived.
 LO0635
 LO0635_MARKER: DB = BENCH MARK DISK
 LO0635_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0635_SP_SET: OVERPASS
 LO0635_STAMPING: C 175 1970
 LO0635_MARK LOGO: CGS
 LO0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0635
 LO0635  HISTORY     - Date     Condition        Report By
 LO0635  HISTORY     - 1970     MONUMENTED       NGS
 LO0635  HISTORY     - 19970914 MARK NOT FOUND   NGS
 LO0635
 LO0635                          STATION DESCRIPTION
 LO0635
 LO0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LO0635'IN SALT LAKE CITY.
 LO0635'AT THE OVERPASS OF FIFTH NORTH STREET OVER THIRD WEST STREET AND
 LO0635'RAILROAD TRACKS, 40 FEET EAST OF THE CENTER LINE OF THIRD WEST STREET,
 LO0635'SET VERTICALLY IN THE NORTH FACE OF THE SOUTH ONE OF THE FIRST ROW OF
 LO0635'COLUMNS EAST OF THIRD WEST STREET, 4 FEET HIGHER THAN THE STREET.
 LO0635'SECTION 36, T 1 W, R 1 N.
 LO0635
 LO0635                          STATION RECOVERY (1997)
 LO0635
 LO0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 LO0635'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  THE OVERPASS HAS
 LO0635'BEEN REMOVED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0276 ***********************************************************************
 LP0276  DESIGNATION -  C 176
 LP0276  PID         -  LP0276
 LP0276  STATE/COUNTY-  UT/TOOELE
 LP0276  COUNTRY     -  US
 LP0276  USGS QUAD   -  FAUST (2017)
 LP0276
 LP0276                         *CURRENT SURVEY CONTROL
 LP0276  ______________________________________________________________________
 LP0276* NAD 83(1986) POSITION- 40 14 10.68   (N) 112 23 23.25   (W)   HD_HELD1
 LP0276* NAVD 88 ORTHO HEIGHT -  1556.843 (meters)     5107.74  (feet) ADJUSTED
 LP0276  ______________________________________________________________________
 LP0276  GEOID HEIGHT    -        -17.800 (meters)                     GEOID18
 LP0276  DYNAMIC HEIGHT  -       1555.472 (meters)     5103.24  (feet) COMP
 LP0276  MODELED GRAVITY -    979,690.5   (mgal)                       NAVD 88
 LP0276  OBS GRAVITY     -    979,684.8   (mgal)                       GRAV_OBS
 LP0276
 LP0276  VERT ORDER      -  FIRST     CLASS I
 LP0276
 LP0276.The horizontal coordinates were determined by differentially corrected
 LP0276.hand held GPS observations or other comparable positioning techniques
 LP0276.and have an estimated accuracy of +/- 3 meters.
 LP0276
 LP0276.The orthometric height was determined by differential leveling and
 LP0276.adjusted by the NATIONAL GEODETIC SURVEY
 LP0276.in June 1991.
 LP0276
 LP0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0276.GEOID18 height accuracy estimate available here.
 LP0276
 LP0276.Click photographs - Photos may exist for this station.
 LP0276
 LP0276.The dynamic height is computed by dividing the NAVD 88
 LP0276.geopotential number by the normal gravity value computed on the
 LP0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0276.degrees latitude (g = 980.6199 gals.).
 LP0276
 LP0276.The modeled gravity was interpolated from observed gravity values.
 LP0276
 LP0276.The observed gravity was obtained from relative gravimeter ties
 LP0276.to the IGSN71 gravity network.
 LP0276
 LP0276;                    North         East    Units  Estimated Accuracy
 LP0276;SPC UT C     - 2,211,643.6     424,286.9     MT  (+/- 3 meters HH1 GPS) 
 LP0276
 LP0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK8177554911(NAD 83)
 LP0276
 LP0276                          SUPERSEDED SURVEY CONTROL
 LP0276
 LP0276  NGVD 29 (??/??/92) 1555.69   (m)         5104.0    (f) COMPUTED    1 1
 LP0276
 LP0276.Superseded values are not recommended for survey control.
 LP0276
 LP0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0276.See file dsdata.pdf to determine how the superseded data were derived.
 LP0276
 LP0276_MARKER: DB = BENCH MARK DISK
 LP0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0276_STAMPING: C 176 1970
 LP0276_MARK LOGO: CGS
 LP0276_PROJECTION: PROJECTING 9 CENTIMETERS
 LP0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0276+STABILITY: SURFACE MOTION
 LP0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0276+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2023
 LP0276
 LP0276  HISTORY     - Date     Condition        Report By
 LP0276  HISTORY     - 1970     MONUMENTED       NGS
 LP0276  HISTORY     - 20230228 GOOD             INDIV
 LP0276
 LP0276                          STATION DESCRIPTION
 LP0276
 LP0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0276'15.55 MI S FROM STOCKTON.
 LP0276'15.55 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM AN ASPHALT
 LP0276'ROAD CROSSING AT STOCKTON, 1 1/2 FEET SOUTH OF MILE POST 727, 42.8
 LP0276'FEET WEST OF THE WEST RAIL, 22 FEET WEST OF THE CENTER LINE OF A TRACK
 LP0276'ROAD, 54.4 FEET EAST OF THE FENCE LINE, 1.7 FEET NORTH OF A WITNESS
 LP0276'POST, ABOUT 3 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE
 LP0276'POST PROJECTING 0.3 FOOT.  SECTION 3, T 5W, R 7S.
 LP0276
 LP0276                          STATION RECOVERY (2023)
 LP0276
 LP0276'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (JB)
 LP0276'ALONG A RAILROAD, DUE WEST FROM MILE POST 727.  33 FT (10.1 M) WEST OF
 LP0276'THE CENTERLINE OF THE TRACK.  1 FT (0.3 M) NORTH OF A SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0069 ***********************************************************************
 KO0069  DESIGNATION -  C 177
 KO0069  PID         -  KO0069
 KO0069  STATE/COUNTY-  UT/TOOELE
 KO0069  COUNTRY     -  US
 KO0069  USGS QUAD   -  SABIE MOUNTAIN (2017)
 KO0069
 KO0069                         *CURRENT SURVEY CONTROL
 KO0069  ______________________________________________________________________
 KO0069* NAD 83(1986) POSITION- 39 58 45.     (N) 112 15 50.     (W)   SCALED
 KO0069* NAVD 88 ORTHO HEIGHT -  1822.227 (meters)     5978.42  (feet) ADJUSTED
 KO0069  ______________________________________________________________________
 KO0069  GEOID HEIGHT    -        -17.767 (meters)                     GEOID18
 KO0069  DYNAMIC HEIGHT  -       1820.485 (meters)     5972.71  (feet) COMP
 KO0069  MODELED GRAVITY -    979,605.2   (mgal)                       NAVD 88
 KO0069  OBS GRAVITY     -    979,605.6   (mgal)                       GRAV_OBS
 KO0069
 KO0069  VERT ORDER      -  FIRST     CLASS I
 KO0069
 KO0069.The horizontal coordinates were scaled from a map and have
 KO0069.an estimated accuracy of +/- 6 seconds.
 KO0069
 KO0069.The orthometric height was determined by differential leveling and
 KO0069.adjusted by the NATIONAL GEODETIC SURVEY
 KO0069.in June 1991.
 KO0069
 KO0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0069.GEOID18 height accuracy estimate available here.
 KO0069
 KO0069.Click photographs - Photos may exist for this station.
 KO0069
 KO0069.The dynamic height is computed by dividing the NAVD 88
 KO0069.geopotential number by the normal gravity value computed on the
 KO0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0069.degrees latitude (g = 980.6199 gals.).
 KO0069
 KO0069.The modeled gravity was interpolated from observed gravity values.
 KO0069
 KO0069.The observed gravity was obtained from relative gravimeter ties
 KO0069.to the IGSN71 gravity network.
 KO0069
 KO0069;                    North         East    Units  Estimated Accuracy
 KO0069;SPC UT C     - 2,183,000.      434,760.      MT  (+/- 180 meters Scaled)
 KO0069
 KO0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK920262(NAD 83)
 KO0069
 KO0069                          SUPERSEDED SURVEY CONTROL
 KO0069
 KO0069  NGVD 29 (??/??/92) 1821.10   (m)         5974.7    (f) COMPUTED    1 1
 KO0069
 KO0069.Superseded values are not recommended for survey control.
 KO0069
 KO0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0069.See file dsdata.pdf to determine how the superseded data were derived.
 KO0069
 KO0069_MARKER: DB = BENCH MARK DISK
 KO0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KO0069_SP_SET: CULVERT
 KO0069_STAMPING: C 177 1970
 KO0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0069
 KO0069  HISTORY     - Date     Condition        Report By
 KO0069  HISTORY     - 1970     MONUMENTED       NGS
 KO0069
 KO0069                          STATION DESCRIPTION
 KO0069
 KO0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0069'4.5 MI SE FROM LOFGREEN.
 KO0069'4.5 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0069'SIGN AT LOFGREEN, 2 3/4 POLES SOUTHEAST OF MILE POST 705.50, IN THE
 KO0069'TOP AND 1.6 FEET SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST
 KO0069'CONCRETE HEAD WALL OF CULVERT 705.44, 19.9 FEET NORTHEAST OF THE
 KO0069'NORTHEAST RAIL AND ABOUT 8 1/2 FEET LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0031 ***********************************************************************
 KO0031  DESIGNATION -  C 178
 KO0031  PID         -  KO0031
 KO0031  STATE/COUNTY-  UT/JUAB
 KO0031  COUNTRY     -  US
 KO0031  USGS QUAD   -  JERICHO (2017)
 KO0031
 KO0031                         *CURRENT SURVEY CONTROL
 KO0031  ______________________________________________________________________
 KO0031* NAD 83(1986) POSITION- 39 42 51.3    (N) 112 12 13.5    (W)   HD_HELD2
 KO0031* NAVD 88 ORTHO HEIGHT -  1587.464 (meters)     5208.20  (feet) ADJUSTED
 KO0031  ______________________________________________________________________
 KO0031  GEOID HEIGHT    -        -18.086 (meters)                     GEOID18
 KO0031  DYNAMIC HEIGHT  -       1585.993 (meters)     5203.38  (feet) COMP
 KO0031  MODELED GRAVITY -    979,643.8   (mgal)                       NAVD 88
 KO0031  OBS GRAVITY     -    979,642.6   (mgal)                       GRAV_OBS
 KO0031
 KO0031  VERT ORDER      -  FIRST     CLASS I
 KO0031
 KO0031.The horizontal coordinates were established by autonomous hand held GPS
 KO0031.observations and have an estimated accuracy of +/- 10 meters.
 KO0031
 KO0031.The orthometric height was determined by differential leveling and
 KO0031.adjusted by the NATIONAL GEODETIC SURVEY
 KO0031.in June 1991.
 KO0031
 KO0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0031.GEOID18 height accuracy estimate available here.
 KO0031
 KO0031.Click photographs - Photos may exist for this station.
 KO0031
 KO0031.The dynamic height is computed by dividing the NAVD 88
 KO0031.geopotential number by the normal gravity value computed on the
 KO0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0031.degrees latitude (g = 980.6199 gals.).
 KO0031
 KO0031.The modeled gravity was interpolated from observed gravity values.
 KO0031
 KO0031.The observed gravity was obtained from relative gravimeter ties
 KO0031.to the IGSN71 gravity network.
 KO0031
 KO0031;                    North         East    Units  Estimated Accuracy
 KO0031;SPC UT C     - 2,153,545.      439,661.      MT  (+/- 10 meters HH2 GPS)
 KO0031
 KO0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ9681996735(NAD 83)
 KO0031
 KO0031                          SUPERSEDED SURVEY CONTROL
 KO0031
 KO0031.No superseded survey control is available for this station.
 KO0031
 KO0031_MARKER: DB = BENCH MARK DISK
 KO0031_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KO0031+WITH SETTING: INFORMATION.
 KO0031_STAMPING: C 178 1970
 KO0031_MARK LOGO: CGS
 KO0031_MAGNETIC: I = MARKER IS A STEEL ROD
 KO0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0031_ROD/PIPE-DEPTH: 2.4 meters
 KO0031
 KO0031  HISTORY     - Date     Condition        Report By
 KO0031  HISTORY     - 1970     MONUMENTED       NGS
 KO0031
 KO0031                          STATION DESCRIPTION
 KO0031
 KO0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0031'15.7 MI S FROM TINTIC JUNCTION.
 KO0031'15.7 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 KO0031'TINTIC JUNCTION, 4 1/2 POLES SOUTHWEST OF AND ACROSS THE TRACK FROM
 KO0031'MILEPOLE 683, 86.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT 300
 KO0031'FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 50 AND 6, 156 FEET
 KO0031'NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 126 FEET NORTHEAST OF
 KO0031'THE SOUTHEAST END OF A STEEL GATE, 12.3 FEET NORTHWEST OF THE
 KO0031'SOUTHEAST RIGHT-OF-WAY FENCE, 1 FOOT SOUTHWEST OF A TELEPHONE POLE
 KO0031'WITH A GUY WIRE, 2.2 FEET NORTHEAST OF A WITNESS POST, ABOUT 8 FEET
 KO0031'LOWER THAN THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 KO0031'ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 8 FEET.  THE UPPER PORTION
 KO0031'OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 KO0031'GROUND.  SECTION 5, T 13S, R 3W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0098 ***********************************************************************
 KO0098  DESIGNATION -  C 179
 KO0098  PID         -  KO0098
 KO0098  STATE/COUNTY-  UT/MILLARD
 KO0098  COUNTRY     -  US
 KO0098  USGS QUAD   -  STRONG (2017)
 KO0098
 KO0098                         *CURRENT SURVEY CONTROL
 KO0098  ______________________________________________________________________
 KO0098* NAD 83(1986) POSITION- 39 27 40.74   (N) 112 26 24.90   (W)   HD_HELD1
 KO0098* NAVD 88 ORTHO HEIGHT -  1458.065 (meters)     4783.67  (feet) ADJUSTED
 KO0098  ______________________________________________________________________
 KO0098  GEOID HEIGHT    -        -18.859 (meters)                     GEOID18
 KO0098  DYNAMIC HEIGHT  -       1456.741 (meters)     4779.32  (feet) COMP
 KO0098  MODELED GRAVITY -    979,667.9   (mgal)                       NAVD 88
 KO0098
 KO0098  VERT ORDER      -  FIRST     CLASS I
 KO0098
 KO0098.The horizontal coordinates were determined by differentially corrected
 KO0098.hand held GPS observations or other comparable positioning techniques
 KO0098.and have an estimated accuracy of +/- 3 meters.
 KO0098
 KO0098.The orthometric height was determined by differential leveling and
 KO0098.adjusted by the NATIONAL GEODETIC SURVEY
 KO0098.in June 1991.
 KO0098
 KO0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0098.GEOID18 height accuracy estimate available here.
 KO0098
 KO0098.Click photographs - Photos may exist for this station.
 KO0098
 KO0098.The dynamic height is computed by dividing the NAVD 88
 KO0098.geopotential number by the normal gravity value computed on the
 KO0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0098.degrees latitude (g = 980.6199 gals.).
 KO0098
 KO0098.The modeled gravity was interpolated from observed gravity values.
 KO0098
 KO0098;                    North         East    Units  Estimated Accuracy
 KO0098;SPC UT C     - 2,125,652.6     419,089.0     MT  (+/- 3 meters HH1 GPS) 
 KO0098
 KO0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ7609768961(NAD 83)
 KO0098
 KO0098                          SUPERSEDED SURVEY CONTROL
 KO0098
 KO0098  NGVD 29 (??/??/92) 1456.94   (m)         4780.0    (f) COMPUTED    1 1
 KO0098
 KO0098.Superseded values are not recommended for survey control.
 KO0098
 KO0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0098.See file dsdata.pdf to determine how the superseded data were derived.
 KO0098
 KO0098_MARKER: DB = BENCH MARK DISK
 KO0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0098_STAMPING: C 179 1970
 KO0098_MARK LOGO: CGS
 KO0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0098+STABILITY: SURFACE MOTION
 KO0098
 KO0098  HISTORY     - Date     Condition        Report By
 KO0098  HISTORY     - 1970     MONUMENTED       NGS
 KO0098  HISTORY     - 20210610 GOOD             GEOCAC
 KO0098
 KO0098                          STATION DESCRIPTION
 KO0098
 KO0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0098'5.35 MI SW FROM LYNNDYL.
 KO0098'5.35 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0098'SIGN AT LYNNDYL, 189 FEET SOUTHEAST AND ACROSS THE TRACK FROM MILEPOLE
 KO0098'660.50, 92.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2 FEET NORTHEAST OF
 KO0098'A TELEPHONE POLE, 5.7 FEET NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY
 KO0098'FENCE, 2.1 FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN
 KO0098'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 KO0098'ABOVE THE GROUND.  SECTION 5, T 16 S, R 5 W.
 KO0098
 KO0098                          STATION RECOVERY (2021)
 KO0098
 KO0098'RECOVERY NOTE BY GEOCACHING 2021
 KO0098'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0561 ***********************************************************************
 LO0561  DESIGNATION -  C 18
 LO0561  PID         -  LO0561
 LO0561  STATE/COUNTY-  UT/SALT LAKE
 LO0561  COUNTRY     -  US
 LO0561  USGS QUAD   -  MIDVALE (2017)
 LO0561
 LO0561                         *CURRENT SURVEY CONTROL
 LO0561  ______________________________________________________________________
 LO0561* NAD 83(1986) POSITION- 40 33 58.     (N) 111 54 01.     (W)   SCALED
 LO0561* NAVD 88 ORTHO HEIGHT -  1335.943 (meters)     4383.01  (feet) ADJUSTED
 LO0561  ______________________________________________________________________
 LO0561  GEOID HEIGHT    -        -17.176 (meters)                     GEOID18
 LO0561  DYNAMIC HEIGHT  -       1334.827 (meters)     4379.34  (feet) COMP
 LO0561  MODELED GRAVITY -    979,744.5   (mgal)                       NAVD 88
 LO0561
 LO0561  VERT ORDER      -  FIRST     CLASS II
 LO0561
 LO0561.The horizontal coordinates were scaled from a map and have
 LO0561.an estimated accuracy of +/- 6 seconds.
 LO0561
 LO0561.The orthometric height was determined by differential leveling and
 LO0561.adjusted by the NATIONAL GEODETIC SURVEY
 LO0561.in June 1991.
 LO0561
 LO0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0561.GEOID18 height accuracy estimate available here.
 LO0561
 LO0561.Click photographs - Photos may exist for this station.
 LO0561
 LO0561.The dynamic height is computed by dividing the NAVD 88
 LO0561.geopotential number by the normal gravity value computed on the
 LO0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0561.degrees latitude (g = 980.6199 gals.).
 LO0561
 LO0561.The modeled gravity was interpolated from observed gravity values.
 LO0561
 LO0561;                    North         East    Units  Estimated Accuracy
 LO0561;SPC UT C     - 2,247,960.      466,100.      MT  (+/- 180 meters Scaled)
 LO0561
 LO0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK237909(NAD 83)
 LO0561
 LO0561                          SUPERSEDED SURVEY CONTROL
 LO0561
 LO0561  NGVD 29 (??/??/92) 1334.966  (m)         4379.80   (f) ADJ UNCH    1 2
 LO0561
 LO0561.Superseded values are not recommended for survey control.
 LO0561
 LO0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0561.See file dsdata.pdf to determine how the superseded data were derived.
 LO0561
 LO0561_MARKER: DB = BENCH MARK DISK
 LO0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0561_STAMPING: 4379.801 C 18 1927
 LO0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0561+STABILITY: SURFACE MOTION
 LO0561
 LO0561  HISTORY     - Date     Condition        Report By
 LO0561  HISTORY     - 1927     MONUMENTED       CGS
 LO0561  HISTORY     - 1934     GOOD             CGS
 LO0561  HISTORY     - 1983     MARK NOT FOUND   NGS
 LO0561
 LO0561                          STATION DESCRIPTION
 LO0561
 LO0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0561'2.8 MI N FROM RIVERTON.
 LO0561'ABOUT 2-3/4 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN
 LO0561'RAILROAD FROM RIVERTON, SALT LAKE COUNTY, 0.4 MILE NORTH OF MILEPOST
 LO0561'731, 50 FEET EAST OF THE CENTERLINE OF THE TRACK, AND AT A FENCE
 LO0561'CORNER NORTH OF A ROAD CROSSING.  A STANDARD DISK, STAMPED 4379.801 C
 LO0561'18 1927 AND SET IN THE TOP OF A CONCRETE POST.
 LO0561
 LO0561                          STATION RECOVERY (1983)
 LO0561
 LO0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LO0561'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0203 ***********************************************************************
 KO0203  DESIGNATION -  C 180
 KO0203  PID         -  KO0203
 KO0203  STATE/COUNTY-  UT/MILLARD
 KO0203  COUNTRY     -  US
 KO0203  USGS QUAD   -  SUNSTONE KNOLL (2017)
 KO0203
 KO0203                         *CURRENT SURVEY CONTROL
 KO0203  ______________________________________________________________________
 KO0203* NAD 83(2011) POSITION- 39 10 52.70850(N) 112 42 07.80419(W)   ADJUSTED
 KO0203* NAD 83(2011) ELLIP HT-  1387.805 (meters)        (06/27/12)   ADJUSTED
 KO0203* NAD 83(2011) EPOCH   -  2010.00
 KO0203* NAVD 88 ORTHO HEIGHT -  1407.788 (meters)     4618.72  (feet) ADJUSTED
 KO0203  ______________________________________________________________________
 KO0203  GEOID HEIGHT    -        -19.979 (meters)                     GEOID18
 KO0203  NAD 83(2011) X  - -1,911,068.117 (meters)                     COMP
 KO0203  NAD 83(2011) Y  - -4,568,069.904 (meters)                     COMP
 KO0203  NAD 83(2011) Z  -  4,008,816.363 (meters)                     COMP
 KO0203  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 KO0203  DYNAMIC HEIGHT  -       1406.458 (meters)     4614.35  (feet) COMP
 KO0203  MODELED GRAVITY -    979,633.7   (mgal)                       NAVD 88
 KO0203
 KO0203  VERT ORDER      -  FIRST     CLASS I
 KO0203
 KO0203  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KO0203  Standards:
 KO0203         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KO0203            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KO0203  -------------------------------------------------------------------
 KO0203  NETWORK    1.51   3.90           0.67   0.55   1.99      0.10329788
 KO0203  -------------------------------------------------------------------
 KO0203  Click here for local accuracies and other accuracy information.
 KO0203
 KO0203.The horizontal coordinates were established by GPS observations
 KO0203.and adjusted by the National Geodetic Survey in June 2012.
 KO0203
 KO0203.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KO0203.been affixed to the stable North American tectonic plate. See 
 KO0203.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KO0203
 KO0203.The horizontal coordinates are valid at the epoch date displayed above
 KO0203.which is a decimal equivalence of Year/Month/Day.
 KO0203
 KO0203.The orthometric height was determined by differential leveling and
 KO0203.adjusted by the NATIONAL GEODETIC SURVEY
 KO0203.in June 1991.
 KO0203
 KO0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0203.GEOID18 height accuracy estimate available here.
 KO0203
 KO0203.Click photographs - Photos may exist for this station.
 KO0203
 KO0203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KO0203
 KO0203.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0203
 KO0203.The ellipsoidal height was determined by GPS observations
 KO0203.and is referenced to NAD 83.
 KO0203
 KO0203.The dynamic height is computed by dividing the NAVD 88
 KO0203.geopotential number by the normal gravity value computed on the
 KO0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0203.degrees latitude (g = 980.6199 gals.).
 KO0203
 KO0203.The modeled gravity was interpolated from observed gravity values.
 KO0203
 KO0203. The following values were computed from the NAD 83(2011) position.
 KO0203
 KO0203;                    North         East     Units Scale Factor Converg.
 KO0203;SPC UT C     - 2,094,840.221   396,133.748   MT  0.99996343   -0 46 12.3
 KO0203;SPC UT C     - 6,872,821.63  1,299,648.80   sFT  0.99996343   -0 46 12.3
 KO0203;UTM  12      - 4,338,276.783   352,978.795   MT  0.99986615   -1 04 32.1
 KO0203
 KO0203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0203!SPC UT C     -   0.99978231  x   0.99996343  =   0.99974575
 KO0203!UTM  12      -   0.99978231  x   0.99986615  =   0.99964849
 KO0203
 KO0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ5297838276(NAD 83)
 KO0203
 KO0203                          SUPERSEDED SURVEY CONTROL
 KO0203
 KO0203  NAD 83(2007)-  39 10 52.70823(N)    112 42 07.80449(W) AD(2002.00) 1
 KO0203  ELLIP H (05/26/09) 1387.814  (m)                       GP(2002.00) 4 1
 KO0203  NAD 83(1994)-  39 10 52.70779(N)    112 42 07.80387(W) AD(       ) 1
 KO0203  ELLIP H (01/03/06) 1387.820  (m)                       GP(       ) 4 1
 KO0203  NAVD 88            1407.79   (m)         4618.7    (f) LEVELING    3  
 KO0203
 KO0203.Superseded values are not recommended for survey control.
 KO0203
 KO0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0203.See file dsdata.pdf to determine how the superseded data were derived.
 KO0203
 KO0203_MARKER: DB = BENCH MARK DISK
 KO0203_SETTING: 66 = SET IN ROCK OUTCROP
 KO0203_STAMPING: C 180 1970
 KO0203_MARK LOGO: CGS
 KO0203_MAGNETIC: N = NO MAGNETIC MATERIAL
 KO0203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0203+STABILITY: POSITION/ELEVATION WELL
 KO0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0203+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 KO0203
 KO0203  HISTORY     - Date     Condition        Report By
 KO0203  HISTORY     - 1970     MONUMENTED       NGS
 KO0203  HISTORY     - 20050801 GOOD             SUNENG
 KO0203  HISTORY     - 20051020 GOOD             SUNENG
 KO0203
 KO0203                          STATION DESCRIPTION
 KO0203
 KO0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0203'13.8 MI SW FROM DELTA.
 KO0203'13.65 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KO0203'STATION AT DELTA, THENCE 0.15 MILE WEST ALONG A DIRT TRACK ROAD, ABOUT
 KO0203'0.15 MILE WEST OF MILEPOLE 635.75 ON THE TOP AND ALONG THE SOUTH EDGE
 KO0203'OF A LAVA ROCK COVERED HILL, IN THE TOP OF A 10- BY 10-FOOT LAVA ROCK
 KO0203'OUTCROP, 161 FEET NORTH OF THE CENTER LINE OF THE ROAD, 84.5 FEET WEST
 KO0203'OF BENCH MARK B 180, ABOUT 44 FEET HIGHER THAN THE ROAD AND ABOUT 2
 KO0203'FEET HIGHER THAN BENCH MARK B 180.
 KO0203
 KO0203                          STATION RECOVERY (2005)
 KO0203
 KO0203'RECOVERY NOTE BY SUNRISE ENGINEERING 2005
 KO0203'RECOVERED IN GOOD CONDITION.
 KO0203
 KO0203                          STATION RECOVERY (2005)
 KO0203
 KO0203'RECOVERY NOTE BY SUNRISE ENGINEERING 2005 (BLC)
 KO0203'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0250 ***********************************************************************
 JO0250  DESIGNATION -  C 181
 JO0250  PID         -  JO0250
 JO0250  STATE/COUNTY-  UT/MILLARD
 JO0250  COUNTRY     -  US
 JO0250  USGS QUAD   -  BORDEN (2017)
 JO0250
 JO0250                         *CURRENT SURVEY CONTROL
 JO0250  ______________________________________________________________________
 JO0250* NAD 83(1986) POSITION- 38 53 34.     (N) 112 49 03.     (W)   SCALED
 JO0250* NAVD 88 ORTHO HEIGHT -  1454.834 (meters)     4773.07  (feet) ADJUSTED
 JO0250  ______________________________________________________________________
 JO0250  GEOID HEIGHT    -        -20.121 (meters)                     GEOID18
 JO0250  DYNAMIC HEIGHT  -       1453.413 (meters)     4768.41  (feet) COMP
 JO0250  MODELED GRAVITY -    979,600.4   (mgal)                       NAVD 88
 JO0250
 JO0250  VERT ORDER      -  FIRST     CLASS I
 JO0250
 JO0250.The horizontal coordinates were scaled from a map and have
 JO0250.an estimated accuracy of +/- 6 seconds.
 JO0250
 JO0250.The orthometric height was determined by differential leveling and
 JO0250.adjusted by the NATIONAL GEODETIC SURVEY
 JO0250.in June 1991.
 JO0250
 JO0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0250.GEOID18 height accuracy estimate available here.
 JO0250
 JO0250.Click photographs - Photos may exist for this station.
 JO0250
 JO0250.The dynamic height is computed by dividing the NAVD 88
 JO0250.geopotential number by the normal gravity value computed on the
 JO0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0250.degrees latitude (g = 980.6199 gals.).
 JO0250
 JO0250.The modeled gravity was interpolated from observed gravity values.
 JO0250
 JO0250;                    North         East    Units  Estimated Accuracy
 JO0250;SPC UT C     - 2,062,950.      385,700.      MT  (+/- 180 meters Scaled)
 JO0250
 JO0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ423064(NAD 83)
 JO0250
 JO0250                          SUPERSEDED SURVEY CONTROL
 JO0250
 JO0250  NGVD 29 (??/??/92) 1453.75   (m)         4769.5    (f) COMPUTED    1 1
 JO0250
 JO0250.Superseded values are not recommended for survey control.
 JO0250
 JO0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0250.See file dsdata.pdf to determine how the superseded data were derived.
 JO0250
 JO0250_MARKER: DB = BENCH MARK DISK
 JO0250_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JO0250_SP_SET: ABUTMENT
 JO0250_STAMPING: C 181 1970
 JO0250_MARK LOGO: CGS
 JO0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0250
 JO0250  HISTORY     - Date     Condition        Report By
 JO0250  HISTORY     - 1970     MONUMENTED       NGS
 JO0250
 JO0250                          STATION DESCRIPTION
 JO0250
 JO0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0250'15.3 MI NE FROM BLACK ROCK.
 JO0250'15.3 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JO0250'AT BLACK ROCK, 1/2 POLE NORTH OF MILEPOLE 614.75, IN THE TOP AND 0.7
 JO0250'FOOT WEST OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF BRIDGE
 JO0250'614.71, 7.8 FEET EAST OF THE EAST RAIL, AND ABOUT LEVEL WITH THE
 JO0250'TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0218 ***********************************************************************
 JO0218  DESIGNATION -  C 182
 JO0218  PID         -  JO0218
 JO0218  STATE/COUNTY-  UT/MILLARD
 JO0218  COUNTRY     -  US
 JO0218  USGS QUAD   -  BLACK ROCK (2017)
 JO0218
 JO0218                         *CURRENT SURVEY CONTROL
 JO0218  ______________________________________________________________________
 JO0218* NAD 83(1986) POSITION- 38 40 07.     (N) 112 58 50.     (W)   SCALED
 JO0218* NAVD 88 ORTHO HEIGHT -  1494.673 (meters)     4903.77  (feet) ADJUSTED
 JO0218  ______________________________________________________________________
 JO0218  GEOID HEIGHT    -        -20.506 (meters)                     GEOID18
 JO0218  DYNAMIC HEIGHT  -       1493.182 (meters)     4898.88  (feet) COMP
 JO0218  MODELED GRAVITY -    979,577.8   (mgal)                       NAVD 88
 JO0218  OBS GRAVITY     -    979,575.0   (mgal)                       GRAV_OBS
 JO0218
 JO0218  VERT ORDER      -  FIRST     CLASS I
 JO0218
 JO0218.The horizontal coordinates were scaled from a map and have
 JO0218.an estimated accuracy of +/- 6 seconds.
 JO0218
 JO0218.The orthometric height was determined by differential leveling and
 JO0218.adjusted by the NATIONAL GEODETIC SURVEY
 JO0218.in June 1991.
 JO0218
 JO0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0218.GEOID18 height accuracy estimate available here.
 JO0218
 JO0218.Click photographs - Photos may exist for this station.
 JO0218
 JO0218.The dynamic height is computed by dividing the NAVD 88
 JO0218.geopotential number by the normal gravity value computed on the
 JO0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0218.degrees latitude (g = 980.6199 gals.).
 JO0218
 JO0218.The modeled gravity was interpolated from observed gravity values.
 JO0218
 JO0218.The observed gravity was obtained from relative gravimeter ties
 JO0218.to the IGSN71 gravity network.
 JO0218
 JO0218;                    North         East    Units  Estimated Accuracy
 JO0218;SPC UT C     - 2,038,290.      371,140.      MT  (+/- 180 meters Scaled)
 JO0218
 JO0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH276818(NAD 83)
 JO0218
 JO0218                          SUPERSEDED SURVEY CONTROL
 JO0218
 JO0218  NGVD 29 (??/??/92) 1493.375  (m)         4899.51   (f) ADJ UNCH    1 1
 JO0218
 JO0218.Superseded values are not recommended for survey control.
 JO0218
 JO0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0218.See file dsdata.pdf to determine how the superseded data were derived.
 JO0218
 JO0218_MARKER: DB = BENCH MARK DISK
 JO0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0218_STAMPING: C 182 1970
 JO0218_MARK LOGO: CGS
 JO0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0218+STABILITY: SURFACE MOTION
 JO0218
 JO0218  HISTORY     - Date     Condition        Report By
 JO0218  HISTORY     - 1970     MONUMENTED       NGS
 JO0218
 JO0218                          STATION DESCRIPTION
 JO0218
 JO0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0218'3.3 MI S FROM BLACK ROCK.
 JO0218'3.3 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JO0218'BLACK ROCK, 3 POLES NORTH OF MILEPOLE 596, 90.3 FEET WEST OF THE WEST
 JO0218'RAIL, 45 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 257, 9.1 FEET
 JO0218'EAST OF A FENCE, 1 1/2 FEET SOUTH OF A TELEPHONE POLE, 1.6 FEET NORTH
 JO0218'OF A WITNESS POST, ABOUT 8 1/2 FEET LOWER THAN THE TRACK, ABOUT LEVEL
 JO0218'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 JO0218'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0330 ***********************************************************************
 JO0330  DESIGNATION -  C 183
 JO0330  PID         -  JO0330
 JO0330  STATE/COUNTY-  UT/BEAVER
 JO0330  COUNTRY     -  US
 JO0330  USGS QUAD   -  MILFORD (2017)
 JO0330
 JO0330                         *CURRENT SURVEY CONTROL
 JO0330  ______________________________________________________________________
 JO0330* NAD 83(1986) POSITION- 38 24 59.     (N) 113 05 06.     (W)   SCALED
 JO0330* NAVD 88 ORTHO HEIGHT -  1608.720 (meters)     5277.94  (feet) ADJUSTED
 JO0330  ______________________________________________________________________
 JO0330  GEOID HEIGHT    -        -20.904 (meters)                     GEOID18
 JO0330  DYNAMIC HEIGHT  -       1607.039 (meters)     5272.43  (feet) COMP
 JO0330  MODELED GRAVITY -    979,527.4   (mgal)                       NAVD 88
 JO0330
 JO0330  VERT ORDER      -  FIRST     CLASS I
 JO0330
 JO0330.The horizontal coordinates were scaled from a map and have
 JO0330.an estimated accuracy of +/- 6 seconds.
 JO0330
 JO0330.The orthometric height was determined by differential leveling and
 JO0330.adjusted by the NATIONAL GEODETIC SURVEY
 JO0330.in June 1991.
 JO0330
 JO0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0330.GEOID18 height accuracy estimate available here.
 JO0330
 JO0330.Click photographs - Photos may exist for this station.
 JO0330
 JO0330.The dynamic height is computed by dividing the NAVD 88
 JO0330.geopotential number by the normal gravity value computed on the
 JO0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0330.degrees latitude (g = 980.6199 gals.).
 JO0330
 JO0330.The modeled gravity was interpolated from observed gravity values.
 JO0330
 JO0330;                    North         East    Units  Estimated Accuracy
 JO0330;SPC UT S     - 3,195,370.      361,580.      MT  (+/- 180 meters Scaled)
 JO0330
 JO0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH179540(NAD 83)
 JO0330
 JO0330                          SUPERSEDED SURVEY CONTROL
 JO0330
 JO0330.No superseded survey control is available for this station.
 JO0330
 JO0330_MARKER: DB = BENCH MARK DISK
 JO0330_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JO0330_SP_SET: CURB
 JO0330_STAMPING: C 183 1970
 JO0330_MARK LOGO: CGS
 JO0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0330
 JO0330  HISTORY     - Date     Condition        Report By
 JO0330  HISTORY     - 1970     MONUMENTED       NGS
 JO0330  HISTORY     - 1984     GOOD             NGS
 JO0330
 JO0330                          STATION DESCRIPTION
 JO0330
 JO0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0330'4.45 MI NW FROM MILFORD.
 JO0330'4.45 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF MAIN
 JO0330'STREET AT MILFORD, IN THE TOP AND 1.0 FOOT SOUTHEAST OF THE NORTHWEST
 JO0330'END OF THE SOUTHWEST CONCRETE CURB OF CONCRETE BRIDGE 73.8, 13 FEET
 JO0330'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER
 JO0330'THAN THE HIGHWAY.  SECTION 33, T27S, R11W.
 JO0330
 JO0330                          STATION RECOVERY (1984)
 JO0330
 JO0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0330'RECOVERED IN GOOD CONDITION.  THE 1970 DESCRIPTION IS ADEQUATE EXCEPT
 JO0330'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0302 ***********************************************************************
 JM0302  DESIGNATION -  C 19
 JM0302  PID         -  JM0302
 JM0302  STATE/COUNTY-  UT/GRAND
 JM0302  COUNTRY     -  US
 JM0302  USGS QUAD   -  MERRIMAC BUTTE (2017)
 JM0302
 JM0302                         *CURRENT SURVEY CONTROL
 JM0302  ______________________________________________________________________
 JM0302* NAD 83(1986) POSITION- 38 42 15.2    (N) 109 42 08.4    (W)   HD_HELD2
 JM0302* NAVD 88 ORTHO HEIGHT -  1345.840 (meters)     4415.48  (feet) ADJUSTED
 JM0302  ______________________________________________________________________
 JM0302  GEOID HEIGHT    -        -20.724 (meters)                     GEOID18
 JM0302  DYNAMIC HEIGHT  -       1344.462 (meters)     4410.96  (feet) COMP
 JM0302  MODELED GRAVITY -    979,558.8   (mgal)                       NAVD 88
 JM0302
 JM0302  VERT ORDER      -  FIRST     CLASS II
 JM0302
 JM0302.The horizontal coordinates were established by autonomous hand held GPS
 JM0302.observations and have an estimated accuracy of +/- 10 meters.
 JM0302
 JM0302.The orthometric height was determined by differential leveling and
 JM0302.adjusted by the NATIONAL GEODETIC SURVEY
 JM0302.in June 1991.
 JM0302
 JM0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0302.GEOID18 height accuracy estimate available here.
 JM0302
 JM0302.Click photographs - Photos may exist for this station.
 JM0302
 JM0302.The dynamic height is computed by dividing the NAVD 88
 JM0302.geopotential number by the normal gravity value computed on the
 JM0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0302.degrees latitude (g = 980.6199 gals.).
 JM0302
 JM0302.The modeled gravity was interpolated from observed gravity values.
 JM0302
 JM0302;                    North         East    Units  Estimated Accuracy
 JM0302;SPC UT C     - 2,042,749.      656,375.      MT  (+/- 10 meters HH2 GPS)
 JM0302
 JM0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH1283584753(NAD 83)
 JM0302
 JM0302                          SUPERSEDED SURVEY CONTROL
 JM0302
 JM0302  NGVD 29 (??/??/92) 1344.838  (m)         4412.19   (f) ADJ UNCH    1 2
 JM0302
 JM0302.Superseded values are not recommended for survey control.
 JM0302
 JM0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0302.See file dsdata.pdf to determine how the superseded data were derived.
 JM0302
 JM0302_MARKER: DB = BENCH MARK DISK
 JM0302_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JM0302_SP_SET: BOX CULVERT
 JM0302_STAMPING: 4412.189 C 19 1933
 JM0302_MARK LOGO: CGS
 JM0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0302+STABILITY: SURFACE MOTION
 JM0302
 JM0302  HISTORY     - Date     Condition        Report By
 JM0302  HISTORY     - 1933     MONUMENTED       CGS
 JM0302  HISTORY     - 1934     GOOD             CGS
 JM0302  HISTORY     - 20091122 GOOD             GEOCAC
 JM0302
 JM0302                          STATION DESCRIPTION
 JM0302
 JM0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0302'13.9 MI N FROM MOAB.
 JM0302'13.9 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT MOAB,
 JM0302'GRAND COUNTY, AT THE NORTH END OF A STRAIGHT STRETCH ACROSS A FLAT, AT
 JM0302'A 6-FOOT CONCRETE CULVERT, AND IN THE TOP OF THE NORTH END OF THE WEST
 JM0302'HEAD WALL.  A STANDARD DISK, STAMPED 4412.189 C 19 1933.
 JM0302
 JM0302                          STATION RECOVERY (2009)
 JM0302
 JM0302'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0302'THIS SECTION OF THE ABANDONED HIGHWAY IS NOW CLOSED TO VEHICLES.  EASY
 JM0302'ACCESS FROM ABEAM ON US 191.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0227 ***********************************************************************
 JM0227  DESIGNATION -  C 20
 JM0227  PID         -  JM0227
 JM0227  STATE/COUNTY-  UT/SAN JUAN
 JM0227  COUNTRY     -  US
 JM0227  USGS QUAD   -  KANE SPRINGS (2017)
 JM0227
 JM0227                         *CURRENT SURVEY CONTROL
 JM0227  ______________________________________________________________________
 JM0227* NAD 83(1986) POSITION- 38 25 32.     (N) 109 25 32.     (W)   SCALED
 JM0227* NAVD 88 ORTHO HEIGHT -  1671.745 (meters)     5484.72  (feet) ADJUSTED
 JM0227  ______________________________________________________________________
 JM0227  GEOID HEIGHT    -        -19.286 (meters)                     GEOID18
 JM0227  DYNAMIC HEIGHT  -       1669.935 (meters)     5478.78  (feet) COMP
 JM0227  MODELED GRAVITY -    979,487.6   (mgal)                       NAVD 88
 JM0227
 JM0227  VERT ORDER      -  FIRST     CLASS II
 JM0227
 JM0227.The horizontal coordinates were scaled from a map and have
 JM0227.an estimated accuracy of +/- 6 seconds.
 JM0227
 JM0227.The orthometric height was determined by differential leveling and
 JM0227.adjusted by the NATIONAL GEODETIC SURVEY
 JM0227.in June 1991.
 JM0227
 JM0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0227.GEOID18 height accuracy estimate available here.
 JM0227
 JM0227.Click photographs - Photos may exist for this station.
 JM0227
 JM0227.The dynamic height is computed by dividing the NAVD 88
 JM0227.geopotential number by the normal gravity value computed on the
 JM0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0227.degrees latitude (g = 980.6199 gals.).
 JM0227
 JM0227.The modeled gravity was interpolated from observed gravity values.
 JM0227
 JM0227;                    North         East    Units  Estimated Accuracy
 JM0227;SPC UT S     - 3,197,220.      681,130.      MT  (+/- 180 meters Scaled)
 JM0227
 JM0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH374542(NAD 83)
 JM0227
 JM0227                          SUPERSEDED SURVEY CONTROL
 JM0227
 JM0227  NGVD 29 (??/??/92) 1670.698  (m)         5481.28   (f) ADJ UNCH    1 2
 JM0227
 JM0227.Superseded values are not recommended for survey control.
 JM0227
 JM0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0227.See file dsdata.pdf to determine how the superseded data were derived.
 JM0227
 JM0227_MARKER: DB = BENCH MARK DISK
 JM0227_SETTING: 66 = SET IN ROCK OUTCROP
 JM0227_STAMPING: 5481.282 C 20 1933
 JM0227_MARK LOGO: CGS
 JM0227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0227+STABILITY: POSITION/ELEVATION WELL
 JM0227
 JM0227  HISTORY     - Date     Condition        Report By
 JM0227  HISTORY     - 1933     MONUMENTED       CGS
 JM0227  HISTORY     - 1934     GOOD             CGS
 JM0227  HISTORY     - 1982     MARK NOT FOUND   USGS
 JM0227
 JM0227                          STATION DESCRIPTION
 JM0227
 JM0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0227'13.1 MI SE FROM MOAB.
 JM0227'IN SAN JUAN COUNTY, 13.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 450 FROM
 JM0227'THE COURTHOUSE AT MOAB, GRAND COUNTY, ON BLUE HILL, 1/4 MILE NORTHEAST
 JM0227'OF THE SUMMIT, 40 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AT
 JM0227'THE NORTH END OF A LARGE GROUP OF OUTCROPS, 4 FEET NORTH OF THE MIDDLE
 JM0227'OF A 24-INCH CULVERT, 6 FEET SOUTHWEST OF THE EDGE OF A SANSTONE LEDGE
 JM0227'AND IN BEDROCK.  A STANDARD DISK, STAMPED 5481.282 C 20 1933.
 JM0227
 JM0227                          STATION RECOVERY (1982)
 JM0227
 JM0227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0227'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0255 ***********************************************************************
 JM0255  CBN         -  This is a Cooperative Base Network Control Station.
 JM0255  DESIGNATION -  C 21
 JM0255  PID         -  JM0255
 JM0255  STATE/COUNTY-  UT/SAN JUAN
 JM0255  COUNTRY     -  US
 JM0255  USGS QUAD   -  SANDSTONE DRAW (2017)
 JM0255
 JM0255                         *CURRENT SURVEY CONTROL
 JM0255  ______________________________________________________________________
 JM0255* NAD 83(2011) POSITION- 38 08 02.43208(N) 109 22 06.85146(W)   ADJUSTED
 JM0255* NAD 83(2011) ELLIP HT-  1834.529 (meters)        (06/27/12)   ADJUSTED
 JM0255* NAD 83(2011) EPOCH   -  2010.00
 JM0255* NAVD 88 ORTHO HEIGHT -  1853.470 (meters)     6080.93  (feet) ADJUSTED
 JM0255  ______________________________________________________________________
 JM0255  GEOID HEIGHT    -        -18.915 (meters)                     GEOID18
 JM0255  NAD 83(2011) X  - -1,666,410.215 (meters)                     COMP
 JM0255  NAD 83(2011) Y  - -4,740,326.514 (meters)                     COMP
 JM0255  NAD 83(2011) Z  -  3,918,287.488 (meters)                     COMP
 JM0255  LAPLACE CORR    -          0.11  (seconds)                    DEFLEC18
 JM0255  DYNAMIC HEIGHT  -       1851.391 (meters)     6074.11  (feet) COMP
 JM0255  MODELED GRAVITY -    979,441.5   (mgal)                       NAVD 88
 JM0255
 JM0255  VERT ORDER      -  FIRST     CLASS II
 JM0255
 JM0255  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JM0255  Standards:
 JM0255         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JM0255            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JM0255  -------------------------------------------------------------------
 JM0255  NETWORK    0.83   1.43           0.39   0.26   0.73     -0.16671478
 JM0255  -------------------------------------------------------------------
 JM0255  Click here for local accuracies and other accuracy information.
 JM0255
 JM0255.The horizontal coordinates were established by GPS observations
 JM0255.and adjusted by the National Geodetic Survey in June 2012.
 JM0255
 JM0255.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JM0255.been affixed to the stable North American tectonic plate. See 
 JM0255.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JM0255
 JM0255.The horizontal coordinates are valid at the epoch date displayed above
 JM0255.which is a decimal equivalence of Year/Month/Day.
 JM0255
 JM0255.The orthometric height was determined by differential leveling and
 JM0255.adjusted by the NATIONAL GEODETIC SURVEY
 JM0255.in June 1991.
 JM0255
 JM0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0255.GEOID18 height accuracy estimate available here.
 JM0255
 JM0255.Click photographs - Photos may exist for this station.
 JM0255
 JM0255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JM0255
 JM0255.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0255
 JM0255.The ellipsoidal height was determined by GPS observations
 JM0255.and is referenced to NAD 83.
 JM0255
 JM0255.The dynamic height is computed by dividing the NAVD 88
 JM0255.geopotential number by the normal gravity value computed on the
 JM0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0255.degrees latitude (g = 980.6199 gals.).
 JM0255
 JM0255.The modeled gravity was interpolated from observed gravity values.
 JM0255
 JM0255. The following values were computed from the NAD 83(2011) position.
 JM0255
 JM0255;                    North         East     Units Scale Factor Converg.
 JM0255;SPC UT S     - 3,164,982.757   686,845.769   MT  0.99996990   +1 18 21.2
 JM0255;SPC UT S     -10,383,780.93  2,253,426.49   sFT  0.99996990   +1 18 21.2
 JM0255;UTM  12      - 4,221,940.923   642,978.800   MT  0.99985178   +1 00 27.3
 JM0255
 JM0255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0255!SPC UT S     -   0.99971222  x   0.99996990  =   0.99968213
 JM0255!UTM  12      -   0.99971222  x   0.99985178  =   0.99956405
 JM0255
 JM0255:                Primary Azimuth Mark                     Grid Az
 JM0255:SPC UT S     -  VANADIUM                                 098 06 33.6
 JM0255:UTM  12      -  VANADIUM                                 098 24 27.5
 JM0255
 JM0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH4297821940(NAD 83)
 JM0255
 JM0255|---------------------------------------------------------------------|
 JM0255| PID    Reference Object                     Distance      Geod. Az  |
 JM0255|                                                           dddmmss.s |
 JM0255| JM0502 VANADIUM                            APPROX.10.0 KM 0992454.8 |
 JM0255|---------------------------------------------------------------------|
 JM0255
 JM0255                          SUPERSEDED SURVEY CONTROL
 JM0255
 JM0255  NAD 83(2007)-  38 08 02.43158(N)    109 22 06.85207(W) AD(2002.00) 0
 JM0255  ELLIP H (02/10/07) 1834.547  (m)                       GP(2002.00)    
 JM0255  ELLIP H (11/14/01) 1834.571  (m)                       GP(       ) 4 2
 JM0255  NAD 83(1994)-  38 08 02.43089(N)    109 22 06.85202(W) AD(       ) B
 JM0255  ELLIP H (04/21/95) 1834.636  (m)                       GP(       ) 4 1
 JM0255  NAD 83(1986)-  38 08 02.41499(N)    109 22 06.85944(W) AD(       ) 3
 JM0255  NAD 27      -  38 08 02.45168(N)    109 22 04.45516(W) AD(       ) 3
 JM0255  NAVD 88            1853.47   (m)         6080.9    (f) LEVELING    3  
 JM0255  NGVD 29 (??/??/92) 1852.409  (m)         6077.45   (f) ADJ UNCH    1 2
 JM0255  NGVD 29            1852.41   (m)         6077.4    (f) LEVELING    3  
 JM0255
 JM0255.Superseded values are not recommended for survey control.
 JM0255
 JM0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0255.See file dsdata.pdf to determine how the superseded data were derived.
 JM0255
 JM0255_MARKER: DB = BENCH MARK DISK
 JM0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0255_STAMPING: 6077.445 C 21 1933
 JM0255_MARK LOGO: CGS
 JM0255_MAGNETIC: N = NO MAGNETIC MATERIAL
 JM0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0255+STABILITY: SURFACE MOTION
 JM0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0255+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 JM0255
 JM0255  HISTORY     - Date     Condition        Report By
 JM0255  HISTORY     - 1933     MONUMENTED       CGS
 JM0255  HISTORY     - 1934     GOOD             CGS
 JM0255  HISTORY     - 1954     GOOD             USGS
 JM0255  HISTORY     - 1982     GOOD             USGS
 JM0255  HISTORY     - 19931101 GOOD             NGS
 JM0255
 JM0255                          STATION DESCRIPTION
 JM0255
 JM0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0255'18.8 MI N FROM MONTICELLO.
 JM0255'18.8 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 JM0255'MONTICELLO, SAN JUAN COUNTY, 0.9 MILE SOUTH OF THE JUNCTION OF A ROAD
 JM0255'LEADING TO THE INTERNATIONAL VANADIUM CORP. MINE, AT THE TOP OF A LONG
 JM0255'HILL, 60 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTH OF A
 JM0255'POLE, AND THE CENTERLINE OF THE HIGHWAY. A STANDARD DISK, STAMPED
 JM0255'6077.445 C 21 1933 AND SET IN THE TOP OF A CONCRETE POST.
 JM0255
 JM0255                          STATION RECOVERY (1954)
 JM0255
 JM0255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (LBM)
 JM0255'ABOUT 18.8 MI. N. ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 JM0255'MONTICELLO, SAN JUAN COUNTY, ABOUT 0.9 MI. S. OF JUNCTION OF RD.
 JM0255'LEADING TO INTERNATIONAL VANADIUM CORP. MINE, AT TOP OF LONG HILL,
 JM0255'60 FT. E. OF CENTER OF HIGHWAY, 2 FT. N. OF POLE AND ABOUT 2 FT.
 JM0255'HIGHER THAN HIGHWAY.  A STANDARD DISK STAMPED ---6077.445 C 21
 JM0255'1933--- AND SET IN TOP OF CONCRETE POST.  (1,852.409 METERS OR
 JM0255'6,077.445 FT.)
 JM0255'
 JM0255'STATION FOUND AS DESCRIBED.
 JM0255'MARK FOUND IN GOOD CONDITION.
 JM0255'
 JM0255'REFERENCE MARKS--NONE.
 JM0255
 JM0255                          STATION RECOVERY (1982)
 JM0255
 JM0255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0255'LA SAL JUNCTION, 12.6 MILES SOUTHEAST ALONG U.S. HWY. 191 FROM LA SAL
 JM0255'JUNCTION, AT A TRACK ROAD EAST. 365 FT. EAST CENTERLINE OF HWY. 25
 JM0255'FT. EAST CENTERLINE OF OLD HWY. AT THE CREST OF A SMALL HILL. A
 JM0255'STANDARD DISK STAMPED 6077.445 D-21 1933 SET IN THE TOP OF A CONCRETE
 JM0255'POST, PROJECTING 0.6 FT. ABOVE GROUND.
 JM0255
 JM0255                          STATION RECOVERY (1993)
 JM0255
 JM0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 JM0255'STATION IS LOCATED ABOUT 30 KM (18.65 MI) NORTH OF MONTICELLO, 19 KM
 JM0255'(11.80 MI) SOUTH OF LA SAL JUNCTION, 1.50 KM (0.95 MI) SOUTH OF A
 JM0255'PAVED ROAD LEADING EAST, 110 M (360.9 FT) EAST OF US HIGHWAY 191, ON
 JM0255'THE EAST SIDE OF A SMALL CUT AT OLD ROAD, NEAR THE NORTHEAST CORNER OF
 JM0255'A LARGE STATE GRAVEL STORAGE SITE, AT HIGHWAY MILE 90.5, ON A LOW
 JM0255'RISE, IN CENTRAL SECTION 35, T 30 S, R 23 E.  OWNERSHIP--US BUREAU OF
 JM0255'LAND MANAGEMENT. TO REACH FROM THE JUNCTION OF US HIGHWAYS 191 AND 666
 JM0255'IN MONTICELLO, GO NORTH ON HIGHWAY 191 FOR 23.13 KM (14.35 MI) TO ITS
 JM0255'JUNCTION WITH STATE HIGHWAY 211 ON THE LEFT.  CONTINUE AHEAD FOR 6.86
 JM0255'KM (4.25 MI) TO THE NORTH ONE OF TWO DIRT LANES ON THE RIGHT AT TOP OF
 JM0255'RISE.  TURN RIGHT, EAST, ON LANE, INTO GRAVEL STORAGE AREA FOR 0.08 KM
 JM0255'(0.05 MI) TO THE EAST PERIMETER FENCE AND STATION. STATION IS A DISK
 JM0255'SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST PROJECTING 5 CM ABOVE
 JM0255'GROUND.  IT IS 33.2 M (108.9 FT) EAST OF THE FENCE, 40.8 M (133.9 FT)
 JM0255'SOUTHEAST OF THE NORTHEAST FENCE CORNER TO THE STORAGE AREA, 22.0 M
 JM0255'(72.2 FT) SOUTH OF THE EXTENDED NORTH FENCE OF THE STORAGE AREA, 5 M
 JM0255'(16.4 FT) EAST OF A CUTBANK EDGE, 17.3 M (56.8 FT) SOUTH-SOUTHEAST OF
 JM0255'AN OLD PIPE RIGHT-OF-WAY MARKER, AND 0.9 M (3.0 FT) WEST OF A
 JM0255'FIBERGLASS WITNESS POST. DESCRIBED BY G.R.HEID
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0164 ***********************************************************************
 HM0164  DESIGNATION -  C 22
 HM0164  PID         -  HM0164
 HM0164  STATE/COUNTY-  UT/SAN JUAN
 HM0164  COUNTRY     -  US
 HM0164  USGS QUAD   -  ABAJO PEAK (2017)
 HM0164
 HM0164                         *CURRENT SURVEY CONTROL
 HM0164  ______________________________________________________________________
 HM0164* NAD 83(1986) POSITION- 37 46 08.7    (N) 109 22 37.9    (W)   HD_HELD2
 HM0164* NAVD 88 ORTHO HEIGHT -  2182.708 (meters)     7161.10  (feet) ADJUSTED
 HM0164  ______________________________________________________________________
 HM0164  GEOID HEIGHT    -        -19.171 (meters)                     GEOID18
 HM0164  DYNAMIC HEIGHT  -       2180.036 (meters)     7152.33  (feet) COMP
 HM0164  MODELED GRAVITY -    979,327.0   (mgal)                       NAVD 88
 HM0164
 HM0164  VERT ORDER      -  FIRST     CLASS II
 HM0164
 HM0164.The horizontal coordinates were established by autonomous hand held GPS
 HM0164.observations and have an estimated accuracy of +/- 10 meters.
 HM0164
 HM0164.The orthometric height was determined by differential leveling and
 HM0164.adjusted by the NATIONAL GEODETIC SURVEY
 HM0164.in June 1991.
 HM0164
 HM0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0164.GEOID18 height accuracy estimate available here.
 HM0164
 HM0164.Click photographs - Photos may exist for this station.
 HM0164
 HM0164.The dynamic height is computed by dividing the NAVD 88
 HM0164.geopotential number by the normal gravity value computed on the
 HM0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0164.degrees latitude (g = 980.6199 gals.).
 HM0164
 HM0164.The modeled gravity was interpolated from observed gravity values.
 HM0164
 HM0164;                    North         East    Units  Estimated Accuracy
 HM0164;SPC UT S     - 3,124,473.      687,009.      MT  (+/- 10 meters HH2 GPS)
 HM0164
 HM0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG4292881434(NAD 83)
 HM0164
 HM0164                          SUPERSEDED SURVEY CONTROL
 HM0164
 HM0164  NGVD 29 (??/??/92) 2181.519  (m)         7157.20   (f) ADJ UNCH    1 2
 HM0164
 HM0164.Superseded values are not recommended for survey control.
 HM0164
 HM0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0164.See file dsdata.pdf to determine how the superseded data were derived.
 HM0164
 HM0164_MARKER: DB = BENCH MARK DISK
 HM0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0164_STAMPING: 7157.200 C 22 1933
 HM0164_MARK LOGO: CGS
 HM0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0164+STABILITY: SURFACE MOTION
 HM0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0164+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2011
 HM0164
 HM0164  HISTORY     - Date     Condition        Report By
 HM0164  HISTORY     - 1933     MONUMENTED       CGS
 HM0164  HISTORY     - 1956     GOOD             USGS
 HM0164  HISTORY     - 1980     GOOD             USGS
 HM0164  HISTORY     - 1980     GOOD             USGS
 HM0164  HISTORY     - 20111112 GOOD             GEOCAC
 HM0164
 HM0164                          STATION DESCRIPTION
 HM0164
 HM0164'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 HM0164'8.6 MI SW FROM MONTICELLO.
 HM0164'8.6 MILES SOUTHWEST ALONG STATE HIGHWAY 47 FROM THE COURTHOUSE AT
 HM0164'MONTICELLO, SAN JUAN COUNTY, 210 YARDS WEST OF THE BOTTOM OF A RAVINE
 HM0164'AT THE Y-JUNCTION OF A ROAD LEADING NORTHEAST, 100 FEET EAST OF AN
 HM0164'18-INCH CULVERT, 53 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 HM0164'AND 12 FEET NORTH OF THE CENTERLINE OF THE SIDE ROAD.  A STANDARD
 HM0164'DISK, STAMPED 7157.200 C 22 1933 AND SET IN THE TOP OF A CONCRETE
 HM0164'POST.
 HM0164
 HM0164                          STATION RECOVERY (1980)
 HM0164
 HM0164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0164'8.6 MILES SOUTHWEST ALONG US 163 FROM THE SAN JUAN CO. COURT HOUSE AT
 HM0164'MONTICELLO , 0.1 MI. SOUTHWEST OF A CULVERT, 204 FT NORTH OF THE
 HM0164'CENTER OF US 163, 54 FEET NORTH OF THE NORTH R.O.W FENCE WHICH RUNS
 HM0164'IN THE CENTER OF THE ROADBED OF THE OLD ROAD, SET IN THE TOP OF A
 HM0164'CONCRETE POST PROJECTING 1.3 FT. A STANDARD TABLET STAMPED 7157.200 C
 HM0164'22 1933.
 HM0164
 HM0164                          STATION RECOVERY (1980)
 HM0164
 HM0164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0164'8.6 MILES SOUTHWEST ALONG US 163 FROM THE SAN JUAN CO. COURT HOUSE AT
 HM0164'MONTICELLO , 0.1 MI. SOUTHWEST OF A CULVERT, 204 FT NORTH OF THE
 HM0164'CENTER OF US 163, 54 FEET NORTH OF THE NORTH R.O.W FENCE WHICH RUNS
 HM0164'IN THE CENTER OF THE ROADBED OF THE OLD ROAD, SET IN THE TOP OF A
 HM0164'CONCRETE POST PROJECTING 1.3 FT. A STANDARD TABLET STAMPED 7157.200 C
 HM0164'22 1933.
 HM0164
 HM0164                          STATION RECOVERY (2011)
 HM0164
 HM0164'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 HM0164'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0230 ***********************************************************************
 HM0230  DESIGNATION -  C 23
 HM0230  PID         -  HM0230
 HM0230  STATE/COUNTY-  UT/SAN JUAN
 HM0230  COUNTRY     -  US
 HM0230  USGS QUAD   -  BIG BENCH (2017)
 HM0230
 HM0230                         *CURRENT SURVEY CONTROL
 HM0230  ______________________________________________________________________
 HM0230* NAD 83(1986) POSITION- 37 25 55.     (N) 109 28 01.     (W)   SCALED
 HM0230* NAVD 88 ORTHO HEIGHT -  1593.980 (meters)     5229.58  (feet) ADJUSTED
 HM0230  ______________________________________________________________________
 HM0230  GEOID HEIGHT    -        -20.584 (meters)                     GEOID18
 HM0230  DYNAMIC HEIGHT  -       1592.162 (meters)     5223.62  (feet) COMP
 HM0230  MODELED GRAVITY -    979,433.9   (mgal)                       NAVD 88
 HM0230
 HM0230  VERT ORDER      -  FIRST     CLASS II
 HM0230
 HM0230.The horizontal coordinates were scaled from a map and have
 HM0230.an estimated accuracy of +/- 6 seconds.
 HM0230
 HM0230.The orthometric height was determined by differential leveling and
 HM0230.adjusted by the NATIONAL GEODETIC SURVEY
 HM0230.in June 1991.
 HM0230
 HM0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0230.GEOID18 height accuracy estimate available here.
 HM0230
 HM0230.Click photographs - Photos may exist for this station.
 HM0230
 HM0230.The dynamic height is computed by dividing the NAVD 88
 HM0230.geopotential number by the normal gravity value computed on the
 HM0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0230.degrees latitude (g = 980.6199 gals.).
 HM0230
 HM0230.The modeled gravity was interpolated from observed gravity values.
 HM0230
 HM0230;                    North         East    Units  Estimated Accuracy
 HM0230;SPC UT S     - 3,086,890.      679,920.      MT  (+/- 180 meters Scaled)
 HM0230
 HM0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG356438(NAD 83)
 HM0230
 HM0230                          SUPERSEDED SURVEY CONTROL
 HM0230
 HM0230  NGVD 29 (??/??/92) 1592.986  (m)         5226.32   (f) ADJ UNCH    1 2
 HM0230
 HM0230.Superseded values are not recommended for survey control.
 HM0230
 HM0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0230.See file dsdata.pdf to determine how the superseded data were derived.
 HM0230
 HM0230_MARKER: DD = SURVEY DISK
 HM0230_SETTING: 66 = SET IN ROCK OUTCROP
 HM0230_STAMPING: 5226.322 C 23 1933
 HM0230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0230+STABILITY: POSITION/ELEVATION WELL
 HM0230
 HM0230  HISTORY     - Date     Condition        Report By
 HM0230  HISTORY     - 1933     MONUMENTED       CGS
 HM0230  HISTORY     - 1962     GOOD             USGS
 HM0230  HISTORY     - 1983     MARK NOT FOUND   NGS
 HM0230
 HM0230                          STATION DESCRIPTION
 HM0230
 HM0230'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HM0230'12.0 MI N FROM BLUFF.
 HM0230'12.0 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT BLUFF,
 HM0230'SAN JUAN COUNTY, 0.3 MILES EAST ALONG A DIRT ROAD, FROM A T-ROAD EAST,
 HM0230'AND 0.3 MILES SOUTH ALONG THE OLD HIGHWAY, 135 FEET NORTH OF A SHARP
 HM0230'CURVE LEADING DOWN INTO A CANYON, 37 FEET SOUTHEAST OF THE CENTERLINE
 HM0230'OF THE OLD HIGHWAY IN THE TOP OF A SANDSTONE CLIFF, 25 FEET NORTHWEST
 HM0230'OF THE EDGE.  A STANDARD DISK, STAMPED 5226.322 C 23 1933.
 HM0230
 HM0230                          STATION RECOVERY (1983)
 HM0230
 HM0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0230'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0127 ***********************************************************************
 JO0127  DESIGNATION -  C 232
 JO0127  PID         -  JO0127
 JO0127  STATE/COUNTY-  UT/PIUTE
 JO0127  COUNTRY     -  US
 JO0127  USGS QUAD   -  CIRCLEVILLE (2017)
 JO0127
 JO0127                         *CURRENT SURVEY CONTROL
 JO0127  ______________________________________________________________________
 JO0127* NAD 83(1986) POSITION- 38 14 42.     (N) 112 20 38.     (W)   SCALED
 JO0127* NAVD 88 ORTHO HEIGHT -  2882.800 (meters)     9457.99  (feet) ADJUSTED
 JO0127  ______________________________________________________________________
 JO0127  GEOID HEIGHT    -        -19.028 (meters)                     GEOID18
 JO0127  DYNAMIC HEIGHT  -       2879.045 (meters)     9445.67  (feet) COMP
 JO0127  MODELED GRAVITY -    979,220.5   (mgal)                       NAVD 88
 JO0127
 JO0127  VERT ORDER      -  SECOND    CLASS 0
 JO0127
 JO0127.The horizontal coordinates were scaled from a map and have
 JO0127.an estimated accuracy of +/- 6 seconds.
 JO0127
 JO0127.The orthometric height was determined by differential leveling and
 JO0127.adjusted by the NATIONAL GEODETIC SURVEY
 JO0127.in June 1991.
 JO0127
 JO0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0127.GEOID18 height accuracy estimate available here.
 JO0127
 JO0127.Click photographs - Photos may exist for this station.
 JO0127
 JO0127.The dynamic height is computed by dividing the NAVD 88
 JO0127.geopotential number by the normal gravity value computed on the
 JO0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0127.degrees latitude (g = 980.6199 gals.).
 JO0127
 JO0127.The modeled gravity was interpolated from observed gravity values.
 JO0127
 JO0127;                    North         East    Units  Estimated Accuracy
 JO0127;SPC UT S     - 3,175,510.      426,130.      MT  (+/- 180 meters Scaled)
 JO0127
 JO0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH824338(NAD 83)
 JO0127
 JO0127                          SUPERSEDED SURVEY CONTROL
 JO0127
 JO0127  NGVD 29 (??/??/92) 2881.298  (m)         9453.06   (f) ADJ UNCH    2 0
 JO0127
 JO0127.Superseded values are not recommended for survey control.
 JO0127
 JO0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0127.See file dsdata.pdf to determine how the superseded data were derived.
 JO0127
 JO0127_MARKER: DB = BENCH MARK DISK
 JO0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0127_STAMPING: C 232 1935
 JO0127_MARK LOGO: CGS
 JO0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0127+STABILITY: SURFACE MOTION
 JO0127
 JO0127  HISTORY     - Date     Condition        Report By
 JO0127  HISTORY     - 1935     MONUMENTED       CGS
 JO0127
 JO0127                          STATION DESCRIPTION
 JO0127
 JO0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0127'10.6 MI NW FROM JUNCTION.
 JO0127'ABOUT 10.6 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM JUNCTION, PIUTE
 JO0127'COUNTY, AT A SMALL HILL, AND 37 FEET SOUTH OF THE CENTER LINE OF THE
 JO0127'HIGHWAY.  A STANDARD DISK, STAMPED C 232 1935 AND SET IN THE TOP OF A
 JO0127'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0155 ***********************************************************************
 KN0155  DESIGNATION -  C 239
 KN0155  PID         -  KN0155
 KN0155  STATE/COUNTY-  UT/CARBON
 KN0155  COUNTRY     -  US
 KN0155  USGS QUAD   -  COLTON (2017)
 KN0155
 KN0155                         *CURRENT SURVEY CONTROL
 KN0155  ______________________________________________________________________
 KN0155* NAD 83(1986) POSITION- 39 47 22.     (N) 111 01 39.     (W)   SCALED
 KN0155* NAVD 88 ORTHO HEIGHT -  2260.537 (meters)     7416.45  (feet) ADJUSTED
 KN0155  ______________________________________________________________________
 KN0155  GEOID HEIGHT    -        -15.841 (meters)                     GEOID18
 KN0155  DYNAMIC HEIGHT  -       2258.049 (meters)     7408.28  (feet) COMP
 KN0155  MODELED GRAVITY -    979,444.9   (mgal)                       NAVD 88
 KN0155
 KN0155  VERT ORDER      -  SECOND    CLASS 0
 KN0155
 KN0155.The horizontal coordinates were scaled from a map and have
 KN0155.an estimated accuracy of +/- 6 seconds.
 KN0155
 KN0155.The orthometric height was determined by differential leveling and
 KN0155.adjusted by the NATIONAL GEODETIC SURVEY
 KN0155.in June 1991.
 KN0155
 KN0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0155.GEOID18 height accuracy estimate available here.
 KN0155
 KN0155.Click photographs - Photos may exist for this station.
 KN0155
 KN0155.The dynamic height is computed by dividing the NAVD 88
 KN0155.geopotential number by the normal gravity value computed on the
 KN0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0155.degrees latitude (g = 980.6199 gals.).
 KN0155
 KN0155.The modeled gravity was interpolated from observed gravity values.
 KN0155
 KN0155;                    North         East    Units  Estimated Accuracy
 KN0155;SPC UT C     - 2,161,760.      540,470.      MT  (+/- 180 meters Scaled)
 KN0155
 KN0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK976043(NAD 83)
 KN0155
 KN0155                          SUPERSEDED SURVEY CONTROL
 KN0155
 KN0155  NGVD 29 (??/??/92) 2259.172  (m)         7411.97   (f) ADJ UNCH    2 0
 KN0155
 KN0155.Superseded values are not recommended for survey control.
 KN0155
 KN0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0155.See file dsdata.pdf to determine how the superseded data were derived.
 KN0155
 KN0155_MARKER: DB = BENCH MARK DISK
 KN0155_SETTING: 80 = SET IN A BOULDER
 KN0155_STAMPING: C 239 1935
 KN0155_MARK LOGO: CGS
 KN0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0155+STABILITY: SURFACE MOTION
 KN0155
 KN0155  HISTORY     - Date     Condition        Report By
 KN0155  HISTORY     - 1935     MONUMENTED       CGS
 KN0155
 KN0155                          STATION DESCRIPTION
 KN0155
 KN0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0155'4.4 MI SW FROM COLTON.
 KN0155'IN CARBON COUNTY, ABOUT 4.4 MILES SOUTHWEST ALONG THE DENVER AND RIO
 KN0155'GRANDE WESTERN RAILROAD FROM COLTON, UTAH COUNTY, ABOUT 160 YARDS
 KN0155'SOUTHWEST OF MILEPOST C 4, IN THE TOP OF A LARGE SANDSTONE BOULDER,
 KN0155'ABOUT 21 FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 3 FEET
 KN0155'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED C 239 1935.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0156 ***********************************************************************
 JN0156  DESIGNATION -  C 25
 JN0156  PID         -  JN0156
 JN0156  STATE/COUNTY-  UT/WAYNE
 JN0156  COUNTRY     -  US
 JN0156  USGS QUAD   -  CAINEVILLE (2017)
 JN0156
 JN0156                         *CURRENT SURVEY CONTROL
 JN0156  ______________________________________________________________________
 JN0156* NAD 83(1986) POSITION- 38 17 22.93   (N) 111 02 48.76   (W)   HD_HELD1
 JN0156* NAVD 88 ORTHO HEIGHT -  1431.420 (meters)     4696.25  (feet) ADJUSTED
 JN0156  ______________________________________________________________________
 JN0156  GEOID HEIGHT    -        -19.713 (meters)                     GEOID18
 JN0156  DYNAMIC HEIGHT  -       1429.921 (meters)     4691.33  (feet) COMP
 JN0156  MODELED GRAVITY -    979,532.3   (mgal)                       NAVD 88
 JN0156
 JN0156  VERT ORDER      -  FIRST     CLASS II
 JN0156
 JN0156.The horizontal coordinates were determined by differentially corrected
 JN0156.hand held GPS observations or other comparable positioning techniques
 JN0156.and have an estimated accuracy of +/- 3 meters.
 JN0156
 JN0156.The orthometric height was determined by differential leveling and
 JN0156.adjusted by the NATIONAL GEODETIC SURVEY
 JN0156.in June 1991.
 JN0156
 JN0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0156.GEOID18 height accuracy estimate available here.
 JN0156
 JN0156.Click photographs - Photos may exist for this station.
 JN0156
 JN0156.The dynamic height is computed by dividing the NAVD 88
 JN0156.geopotential number by the normal gravity value computed on the
 JN0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0156.degrees latitude (g = 980.6199 gals.).
 JN0156
 JN0156.The modeled gravity was interpolated from observed gravity values.
 JN0156
 JN0156;                    North         East    Units  Estimated Accuracy
 JN0156;SPC UT S     - 3,180,231.1     539,641.2     MT  (+/- 3 meters HH1 GPS) 
 JN0156
 JN0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH9590037959(NAD 83)
 JN0156
 JN0156                          SUPERSEDED SURVEY CONTROL
 JN0156
 JN0156  NGVD 29 (??/??/92) 1430.342  (m)         4692.71   (f) ADJ UNCH    1 2
 JN0156
 JN0156.Superseded values are not recommended for survey control.
 JN0156
 JN0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0156.See file dsdata.pdf to determine how the superseded data were derived.
 JN0156
 JN0156_MARKER: DB = BENCH MARK DISK
 JN0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0156_STAMPING: C 25 1934
 JN0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0156+STABILITY: SURFACE MOTION
 JN0156
 JN0156  HISTORY     - Date     Condition        Report By
 JN0156  HISTORY     - 1934     MONUMENTED       CGS
 JN0156  HISTORY     - 1974     GOOD             LOCENG
 JN0156
 JN0156                          STATION DESCRIPTION
 JN0156
 JN0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0156'3.8 MI W FROM CAINEVILLE.
 JN0156'3.8 MILES WEST ALONG STATE HIGHWAY 24 FROM THE PUBLIC SCHOOL AT
 JN0156'CAINEVILLE, WAYNE COUNTY, 0.1 MILE EAST OF THE G.T. BEAN FARMHOUSE,
 JN0156'135 FEET SOUTHEAST OF A WIRE GATE, 128 FEET SOUTHEAST OF AN IRRIGATION
 JN0156'CANAL, AND 45 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY. A
 JN0156'STANDARD DISK, STAMPED C 25 1934 AND SET IN THE TOP OF A CONCRETE
 JN0156'POST.
 JN0156
 JN0156                          STATION RECOVERY (1974)
 JN0156
 JN0156'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 JN0156'FOUND 22.0 MILES WEST OF HANKSVILLE, UTAH ON STATE HWY. 24, 0.2 WEST
 JN0156'OF MILE POST 96, 0.25 W/O CONCRETE BRIDGE OVER FREMONT RIVER, 106
 JN0156'EASTLY OF C/L HWY 24. 57 FT. SLY. OF UTAH HWY R/W BR. CAP. STA
 JN0156'880+74.1.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0125 ***********************************************************************
 KM0125  DESIGNATION -  C 26
 KM0125  PID         -  KM0125
 KM0125  STATE/COUNTY-  UT/UINTAH
 KM0125  COUNTRY     -  US
 KM0125  USGS QUAD   -  DRAGON (2017)
 KM0125
 KM0125                         *CURRENT SURVEY CONTROL
 KM0125  ______________________________________________________________________
 KM0125* NAD 83(1986) POSITION- 39 48 41.8    (N) 109 05 40.9    (W)   HD_HELD2
 KM0125* NAVD 88 ORTHO HEIGHT -  1729.466 (meters)     5674.09  (feet) ADJUSTED
 KM0125  ______________________________________________________________________
 KM0125  GEOID HEIGHT    -        -16.709 (meters)                     GEOID18
 KM0125  DYNAMIC HEIGHT  -       1727.810 (meters)     5668.66  (feet) COMP
 KM0125  MODELED GRAVITY -    979,607.9   (mgal)                       NAVD 88
 KM0125
 KM0125  VERT ORDER      -  FIRST     CLASS II
 KM0125
 KM0125.The horizontal coordinates were established by autonomous hand held GPS
 KM0125.observations and have an estimated accuracy of +/- 10 meters.
 KM0125
 KM0125.The orthometric height was determined by differential leveling and
 KM0125.adjusted by the NATIONAL GEODETIC SURVEY
 KM0125.in June 1991.
 KM0125
 KM0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0125.GEOID18 height accuracy estimate available here.
 KM0125
 KM0125.Click photographs - Photos may exist for this station.
 KM0125
 KM0125.The dynamic height is computed by dividing the NAVD 88
 KM0125.geopotential number by the normal gravity value computed on the
 KM0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0125.degrees latitude (g = 980.6199 gals.).
 KM0125
 KM0125.The modeled gravity was interpolated from observed gravity values.
 KM0125
 KM0125;                    North         East    Units  Estimated Accuracy
 KM0125;SPC UT C     - 2,166,885.      705,916.      MT  (+/- 10 meters HH2 GPS)
 KM0125
 KM0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK6308708584(NAD 83)
 KM0125
 KM0125                          SUPERSEDED SURVEY CONTROL
 KM0125
 KM0125  NGVD 29 (??/??/92) 1728.244  (m)         5670.08   (f) ADJ UNCH    1 2
 KM0125
 KM0125.Superseded values are not recommended for survey control.
 KM0125
 KM0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0125.See file dsdata.pdf to determine how the superseded data were derived.
 KM0125
 KM0125_MARKER: DB = BENCH MARK DISK
 KM0125_SETTING: 66 = SET IN ROCK OUTCROP
 KM0125_STAMPING: C 26 1933 5670.080
 KM0125_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0125+STABILITY: POSITION/ELEVATION WELL
 KM0125
 KM0125  HISTORY     - Date     Condition        Report By
 KM0125  HISTORY     - 1933     MONUMENTED       CGS
 KM0125  HISTORY     - 1966     GOOD             USGS
 KM0125
 KM0125                          STATION DESCRIPTION
 KM0125
 KM0125'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0125'19.8 MI S FROM BONANZA.
 KM0125'19.8 MILES SOUTH ALONG THE BAXTER PASS ROAD (STATE HWY. 45) FROM
 KM0125'BONANZA, UINTAH COUNTY, ABOUT 2.3 MILES NORTHWEST OF A SIGN
 KM0125'DESIGNATION THE LOCATION OF THE FORMER TOWN OF DRAGON, ABOUT 155 FEET
 KM0125'SOUTH SOUTHWEST OF A DISMENTLED RAILROAD, ABOUT 450 FEET NORTHEAST OF
 KM0125'DRAIN AT ROAD CROSSING, ON EAST BANK OF A GULCH, IN THE TOP OF A
 KM0125'SANDSTONE LEDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0269 ***********************************************************************
 LN0269  DESIGNATION -  C 27
 LN0269  PID         -  LN0269
 LN0269  STATE/COUNTY-  UT/UINTAH
 LN0269  COUNTRY     -  US
 LN0269  USGS QUAD   -  RED WASH NW (2017)
 LN0269
 LN0269                         *CURRENT SURVEY CONTROL
 LN0269  ______________________________________________________________________
 LN0269* NAD 83(1986) POSITION- 40 13 58.7    (N) 109 23 53.0    (W)   HD_HELD2
 LN0269* NAVD 88 ORTHO HEIGHT -  1609.063 (meters)     5279.07  (feet) ADJUSTED
 LN0269  ______________________________________________________________________
 LN0269  GEOID HEIGHT    -        -17.610 (meters)                     GEOID18
 LN0269  DYNAMIC HEIGHT  -       1607.589 (meters)     5274.23  (feet) COMP
 LN0269  MODELED GRAVITY -    979,653.6   (mgal)                       NAVD 88
 LN0269
 LN0269  VERT ORDER      -  FIRST     CLASS II
 LN0269
 LN0269.The horizontal coordinates were established by autonomous hand held GPS
 LN0269.observations and have an estimated accuracy of +/- 10 meters.
 LN0269
 LN0269.The orthometric height was determined by differential leveling and
 LN0269.adjusted by the NATIONAL GEODETIC SURVEY
 LN0269.in June 1991.
 LN0269
 LN0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0269.GEOID18 height accuracy estimate available here.
 LN0269
 LN0269.Click photographs - Photos may exist for this station.
 LN0269
 LN0269.The dynamic height is computed by dividing the NAVD 88
 LN0269.geopotential number by the normal gravity value computed on the
 LN0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0269.degrees latitude (g = 980.6199 gals.).
 LN0269
 LN0269.The modeled gravity was interpolated from observed gravity values.
 LN0269
 LN0269;                    North         East    Units  Estimated Accuracy
 LN0269;SPC UT C     - 2,212,999.      678,851.      MT  (+/- 10 meters HH2 GPS)
 LN0269
 LN0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK3627854846(NAD 83)
 LN0269
 LN0269                          SUPERSEDED SURVEY CONTROL
 LN0269
 LN0269  NGVD 29 (??/??/92) 1607.858  (m)         5275.11   (f) ADJ UNCH    1 2
 LN0269
 LN0269.Superseded values are not recommended for survey control.
 LN0269
 LN0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0269.See file dsdata.pdf to determine how the superseded data were derived.
 LN0269
 LN0269_MARKER: DB = BENCH MARK DISK
 LN0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0269_STAMPING: 5275.114 C 27 1933
 LN0269_MARK LOGO: CGS
 LN0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0269+STABILITY: SURFACE MOTION
 LN0269
 LN0269  HISTORY     - Date     Condition        Report By
 LN0269  HISTORY     - 1933     MONUMENTED       CGS
 LN0269  HISTORY     - 1964     GOOD             CGS
 LN0269  HISTORY     - 1981     GOOD             NGS
 LN0269
 LN0269                          STATION DESCRIPTION
 LN0269
 LN0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LN0269'12.0 MI S FROM JENSEN.
 LN0269'ABOUT 12.0 MILES SOUTH OF JENSEN, 11.2 MILES SOUTH ALONG STATE HIGHWAY
 LN0269'264 FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 264 EAST OF
 LN0269'JENSEN, TO Y-ROAD, THENCE LEFT 0.8 MILES, 52 FEET WEST OF CENTERLINE
 LN0269'OF ROAD AND 91 FEET SOUTHEAST OF A FENCE CORNER.
 LN0269
 LN0269                          STATION RECOVERY (1981)
 LN0269
 LN0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LN0269'A WITNESS POST WAS SET NEAR THE MARK AT THIS TIME AND NEW
 LN0269'MEASUREMENTS ARE GIVEN. THE BENCH MARK IS 28.0 M (92 FEET) SOUTHEAST
 LN0269'FROM A FENCE CORNER, 16.2 M (53 FEET) WEST FROM THE CENTER LINE OF A
 LN0269'DIRT ROAD, AND 1.0 M (3.5 FEET) NORTH OF A METAL WITNESS POST WITH
 LN0269'SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0201 ***********************************************************************
 LN0201  DESIGNATION -  C 28
 LN0201  PID         -  LN0201
 LN0201  STATE/COUNTY-  UT/UINTAH
 LN0201  COUNTRY     -  US
 LN0201  USGS QUAD   -  DONKEY FLAT (2017)
 LN0201
 LN0201                         *CURRENT SURVEY CONTROL
 LN0201  ______________________________________________________________________
 LN0201* NAD 83(1986) POSITION- 40 37 20.     (N) 109 28 24.     (W)   SCALED
 LN0201* NAVD 88 ORTHO HEIGHT -  1981.925 (meters)     6502.37  (feet) ADJUSTED
 LN0201  ______________________________________________________________________
 LN0201  GEOID HEIGHT    -        -15.094 (meters)                     GEOID18
 LN0201  DYNAMIC HEIGHT  -       1980.067 (meters)     6496.27  (feet) COMP
 LN0201  MODELED GRAVITY -    979,616.4   (mgal)                       NAVD 88
 LN0201
 LN0201  VERT ORDER      -  FIRST     CLASS II
 LN0201
 LN0201.The horizontal coordinates were scaled from a map and have
 LN0201.an estimated accuracy of +/- 6 seconds.
 LN0201
 LN0201.The orthometric height was determined by differential leveling and
 LN0201.adjusted by the NATIONAL GEODETIC SURVEY
 LN0201.in June 1991.
 LN0201
 LN0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0201.GEOID18 height accuracy estimate available here.
 LN0201
 LN0201.Click photographs - Photos may exist for this station.
 LN0201
 LN0201.The dynamic height is computed by dividing the NAVD 88
 LN0201.geopotential number by the normal gravity value computed on the
 LN0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0201.degrees latitude (g = 980.6199 gals.).
 LN0201
 LN0201.The modeled gravity was interpolated from observed gravity values.
 LN0201
 LN0201;                    North         East    Units  Estimated Accuracy
 LN0201;SPC UT C     - 2,256,060.      671,470.      MT  (+/- 180 meters Scaled)
 LN0201
 LN0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK291979(NAD 83)
 LN0201
 LN0201                          SUPERSEDED SURVEY CONTROL
 LN0201
 LN0201  NGVD 29 (??/??/92) 1980.608  (m)         6498.04   (f) ADJ UNCH    1 2
 LN0201
 LN0201.Superseded values are not recommended for survey control.
 LN0201
 LN0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0201.See file dsdata.pdf to determine how the superseded data were derived.
 LN0201
 LN0201_MARKER: DB = BENCH MARK DISK
 LN0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0201_STAMPING: 6498.045 C 28 1933
 LN0201_MARK LOGO: CGS
 LN0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0201+STABILITY: SURFACE MOTION
 LN0201
 LN0201  HISTORY     - Date     Condition        Report By
 LN0201  HISTORY     - 1933     MONUMENTED       CGS
 LN0201  HISTORY     - 1964     POOR             USGS
 LN0201  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0201
 LN0201                          STATION DESCRIPTION
 LN0201
 LN0201'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LN0201'14.6 MI N FROM VERNAL.
 LN0201'ABOUT 14.6 MILES NORTH ALONG STATE HIGHWAY 44 FROM THE JUNCTION OF
 LN0201'U.S. HIGHWAY 40 AND STATE HIGHWAY 44 AT VERNAL, UINTAH COUNTY, AT A
 LN0201'TURN IN A RIDGE PROJECTING SOUTHWESTERLY, 94 FEET WEST OF CENTERLINE
 LN0201'OF HIGHWAY.  NOTE-- BENCH MARK HAS BEEN HIT BY BULLDOZER, TABLET IS
 LN0201'LOOSE IN CEMENT POST.
 LN0201
 LN0201                          STATION RECOVERY (1984)
 LN0201
 LN0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0201'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0337 ***********************************************************************
 LN0337  DESIGNATION -  C 29
 LN0337  PID         -  LN0337
 LN0337  STATE/COUNTY-  UT/DAGGETT
 LN0337  COUNTRY     -  US
 LN0337  USGS QUAD   -  MANILA (2017)
 LN0337
 LN0337                         *CURRENT SURVEY CONTROL
 LN0337  ______________________________________________________________________
 LN0337* NAD 83(1986) POSITION- 40 53 43.     (N) 109 44 44.     (W)   SCALED
 LN0337* NAVD 88 ORTHO HEIGHT -  2532.530 (meters)     8308.81  (feet) ADJUSTED
 LN0337  ______________________________________________________________________
 LN0337  GEOID HEIGHT    -        -13.275 (meters)                     GEOID18
 LN0337  DYNAMIC HEIGHT  -       2530.110 (meters)     8300.87  (feet) COMP
 LN0337  MODELED GRAVITY -    979,575.4   (mgal)                       NAVD 88
 LN0337
 LN0337  VERT ORDER      -  FIRST     CLASS II
 LN0337
 LN0337.The horizontal coordinates were scaled from a map and have
 LN0337.an estimated accuracy of +/- 6 seconds.
 LN0337
 LN0337.The orthometric height was determined by differential leveling and
 LN0337.adjusted by the NATIONAL GEODETIC SURVEY
 LN0337.in June 1991.
 LN0337
 LN0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0337.GEOID18 height accuracy estimate available here.
 LN0337
 LN0337.Click photographs - Photos may exist for this station.
 LN0337
 LN0337.The dynamic height is computed by dividing the NAVD 88
 LN0337.geopotential number by the normal gravity value computed on the
 LN0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0337.degrees latitude (g = 980.6199 gals.).
 LN0337
 LN0337.The modeled gravity was interpolated from observed gravity values.
 LN0337
 LN0337;                    North         East    Units  Estimated Accuracy
 LN0337;SPC UT N     - 1,063,900.      647,830.      MT  (+/- 180 meters Scaled)
 LN0337
 LN0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL056278(NAD 83)
 LN0337
 LN0337                          SUPERSEDED SURVEY CONTROL
 LN0337
 LN0337  NGVD 29 (??/??/92) 2531.187  (m)         8304.40   (f) ADJ UNCH    1 2
 LN0337
 LN0337.Superseded values are not recommended for survey control.
 LN0337
 LN0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0337.See file dsdata.pdf to determine how the superseded data were derived.
 LN0337
 LN0337_MARKER: DB = BENCH MARK DISK
 LN0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0337_STAMPING: 8304.403 C 29 1933
 LN0337_MARK LOGO: CGS
 LN0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0337+STABILITY: SURFACE MOTION
 LN0337
 LN0337  HISTORY     - Date     Condition        Report By
 LN0337  HISTORY     - 1933     MONUMENTED       CGS
 LN0337  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0337
 LN0337                          STATION DESCRIPTION
 LN0337
 LN0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0337'14.0 MI S FROM MANILA.
 LN0337'ABOUT 14.0 MILES SOUTH ALONG STATE HIGHWAY 44 FROM MANILA, DAGGETT
 LN0337'COUNTY, AT THE HIGHEST POINT OF THE HIGHWAY BETWEEN CARTER AND SHEEP
 LN0337'CREEKS, ON THE NORTH SLOPE OF A HILL, NEAR THE MIDDLE OF A LEVEL
 LN0337'TANGENT BETWEEN TWO GRADES, AND ABOUT 50 FEET NORTH OF THE CENTER LINE
 LN0337'OF THE HIGHWAY.  A STANDARD DISK, STAMPED 8304.403 C 29 1933 AND SET
 LN0337'IN THE TOP OF A CONCRETE POST.
 LN0337
 LN0337                          STATION RECOVERY (1984)
 LN0337
 LN0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0337'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0010 ***********************************************************************
 JO0010  DESIGNATION -  C 31
 JO0010  PID         -  JO0010
 JO0010  STATE/COUNTY-  UT/SEVIER
 JO0010  COUNTRY     -  US
 JO0010  USGS QUAD   -  RICHFIELD (2017)
 JO0010
 JO0010                         *CURRENT SURVEY CONTROL
 JO0010  ______________________________________________________________________
 JO0010* NAD 83(1986) POSITION- 38 45 55.     (N) 112 04 37.     (W)   SCALED
 JO0010* NAVD 88 ORTHO HEIGHT -  1615.006 (meters)     5298.57  (feet) ADJUSTED
 JO0010  ______________________________________________________________________
 JO0010  GEOID HEIGHT    -        -18.862 (meters)                     GEOID18
 JO0010  DYNAMIC HEIGHT  -       1613.272 (meters)     5292.88  (feet) COMP
 JO0010  MODELED GRAVITY -    979,498.8   (mgal)                       NAVD 88
 JO0010
 JO0010  VERT ORDER      -  FIRST     CLASS II
 JO0010
 JO0010.The horizontal coordinates were scaled from a map and have
 JO0010.an estimated accuracy of +/- 6 seconds.
 JO0010
 JO0010.The orthometric height was determined by differential leveling and
 JO0010.adjusted by the NATIONAL GEODETIC SURVEY
 JO0010.in June 1991.
 JO0010
 JO0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0010.GEOID18 height accuracy estimate available here.
 JO0010
 JO0010.Click photographs - Photos may exist for this station.
 JO0010
 JO0010.The dynamic height is computed by dividing the NAVD 88
 JO0010.geopotential number by the normal gravity value computed on the
 JO0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0010.degrees latitude (g = 980.6199 gals.).
 JO0010
 JO0010.The modeled gravity was interpolated from observed gravity values.
 JO0010
 JO0010;                    North         East    Units  Estimated Accuracy
 JO0010;SPC UT C     - 2,048,120.      449,850.      MT  (+/- 180 meters Scaled)
 JO0010
 JO0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH064912(NAD 83)
 JO0010
 JO0010                          SUPERSEDED SURVEY CONTROL
 JO0010
 JO0010  NGVD 29 (??/??/92) 1613.794  (m)         5294.59   (f) ADJ UNCH    1 2
 JO0010
 JO0010.Superseded values are not recommended for survey control.
 JO0010
 JO0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0010.See file dsdata.pdf to determine how the superseded data were derived.
 JO0010
 JO0010_MARKER: DB = BENCH MARK DISK
 JO0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0010_STAMPING: C 31 1934
 JO0010_MARK LOGO: CGS
 JO0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0010+STABILITY: SURFACE MOTION
 JO0010
 JO0010  HISTORY     - Date     Condition        Report By
 JO0010  HISTORY     - 1934     MONUMENTED       CGS
 JO0010  HISTORY     - 1982     GOOD             USGS
 JO0010
 JO0010                          STATION DESCRIPTION
 JO0010
 JO0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0010'IN RICHFIELD.
 JO0010'AT RICHFIELD, SEVIER COUNTY, 0.3 MILE SOUTH ALONG THE DENVER AND RIO
 JO0010'GRANDE WESTERN RAILROAD FROM THE STATION, 42 FEET SOUTHEAST OF
 JO0010'MILEPOST 104, 49 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT
 JO0010'WEST OF THE FENCE.  A STANDARD DISK, STAMPED C 31 1934 AND SET IN THE
 JO0010'TOP OF A CONCRETE POST.
 JO0010
 JO0010                          STATION RECOVERY (1982)
 JO0010
 JO0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JO0010'AT RICHFIELD SEVIER COUNTY, 0.3 MILES SOUTH ALONG THE DENVER-RIO
 JO0010'GRANDE WESTERN RAILROAD FROM THE STATION, 37 FEET SOUTHWEST OF MILE
 JO0010'POST 104, 47 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 39 FEET
 JO0010'NORTHWEST OF THE NORTH EDGE OF THE CANAL, 135 FEET SOUTHEAST OF
 JO0010'CENTERLINE OF TRACK AT SWITCH FOR SIDING NORTH, 2 FEET NORTHWEST OF A
 JO0010'FENCE. A STANDARD DISK, STAMPED C 31 1934 AND SET IN TOP OF A
 JO0010'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0153 ***********************************************************************
 JO0153  DESIGNATION -  C 32
 JO0153  PID         -  JO0153
 JO0153  STATE/COUNTY-  UT/BEAVER
 JO0153  COUNTRY     -  US
 JO0153  USGS QUAD   -  GILLIES HILL (2017)
 JO0153
 JO0153                         *CURRENT SURVEY CONTROL
 JO0153  ______________________________________________________________________
 JO0153* NAD 83(1986) POSITION- 38 24 17.     (N) 112 38 29.     (W)   SCALED
 JO0153* NAVD 88 ORTHO HEIGHT -  1944.382 (meters)     6379.19  (feet) ADJUSTED
 JO0153  ______________________________________________________________________
 JO0153  GEOID HEIGHT    -        -19.991 (meters)                     GEOID18
 JO0153  DYNAMIC HEIGHT  -       1942.151 (meters)     6371.87  (feet) COMP
 JO0153  MODELED GRAVITY -    979,412.1   (mgal)                       NAVD 88
 JO0153
 JO0153  VERT ORDER      -  FIRST     CLASS II
 JO0153
 JO0153.The horizontal coordinates were scaled from a map and have
 JO0153.an estimated accuracy of +/- 6 seconds.
 JO0153
 JO0153.The orthometric height was determined by differential leveling and
 JO0153.adjusted by the NATIONAL GEODETIC SURVEY
 JO0153.in June 1991.
 JO0153
 JO0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0153.GEOID18 height accuracy estimate available here.
 JO0153
 JO0153.Click photographs - Photos may exist for this station.
 JO0153
 JO0153.The dynamic height is computed by dividing the NAVD 88
 JO0153.geopotential number by the normal gravity value computed on the
 JO0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0153.degrees latitude (g = 980.6199 gals.).
 JO0153
 JO0153.The modeled gravity was interpolated from observed gravity values.
 JO0153
 JO0153;                    North         East    Units  Estimated Accuracy
 JO0153;SPC UT S     - 3,193,510.      400,300.      MT  (+/- 180 meters Scaled)
 JO0153
 JO0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH566519(NAD 83)
 JO0153
 JO0153                          SUPERSEDED SURVEY CONTROL
 JO0153
 JO0153  NGVD 29 (??/??/92) 1943.102  (m)         6374.99   (f) ADJ UNCH    1 2
 JO0153
 JO0153.Superseded values are not recommended for survey control.
 JO0153
 JO0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0153.See file dsdata.pdf to determine how the superseded data were derived.
 JO0153
 JO0153_MARKER: DB = BENCH MARK DISK
 JO0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0153_STAMPING: C 32 1934
 JO0153_MARK LOGO: CGS
 JO0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0153+STABILITY: SURFACE MOTION
 JO0153
 JO0153  HISTORY     - Date     Condition        Report By
 JO0153  HISTORY     - 1934     MONUMENTED       CGS
 JO0153  HISTORY     - 1954     GOOD             USGS
 JO0153
 JO0153                          STATION DESCRIPTION
 JO0153
 JO0153'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JO0153'9.1 MI N FROM BEAVER.
 JO0153'9.1 MILES NORTH ALONG OLD U.S. HIGHWAY 91 FROM THE COURTHOUSE AT
 JO0153'BEAVER, BEAVER COUNTY, 0.3 MILE NORTH OF THE JUNCTION OF THE OLD AND
 JO0153'NEW HIGHWAYS, AT THE JUNCTION OF A DIM ROAD LEADING EAST, 54 FEET EAST
 JO0153'OF THE CENTERLINE OF THE OLD HIGHWAY, AND 45 FEET SOUTH OF THE DIM
 JO0153'ROAD.  A STANDARD DISK, STAMPED C 32 1934 AND SET IN THE TOP OF A
 JO0153'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0291 ***********************************************************************
 JO0291  DESIGNATION -  C 33
 JO0291  PID         -  JO0291
 JO0291  STATE/COUNTY-  UT/BEAVER
 JO0291  COUNTRY     -  US
 JO0291  USGS QUAD   -  MILFORD (2017)
 JO0291
 JO0291                         *CURRENT SURVEY CONTROL
 JO0291  ______________________________________________________________________
 JO0291* NAD 83(1986) POSITION- 38 27 33.     (N) 113 07 26.     (W)   SCALED
 JO0291* NAVD 88 ORTHO HEIGHT -  1694.466 (meters)     5559.26  (feet) ADJUSTED
 JO0291  ______________________________________________________________________
 JO0291  GEOID HEIGHT    -        -20.821 (meters)                     GEOID18
 JO0291  DYNAMIC HEIGHT  -       1692.678 (meters)     5553.39  (feet) COMP
 JO0291  MODELED GRAVITY -    979,513.1   (mgal)                       NAVD 88
 JO0291
 JO0291  VERT ORDER      -  FIRST     CLASS II
 JO0291
 JO0291.The horizontal coordinates were scaled from a map and have
 JO0291.an estimated accuracy of +/- 6 seconds.
 JO0291
 JO0291.The orthometric height was determined by differential leveling and
 JO0291.adjusted by the NATIONAL GEODETIC SURVEY
 JO0291.in June 1991.
 JO0291
 JO0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0291.GEOID18 height accuracy estimate available here.
 JO0291
 JO0291.Click photographs - Photos may exist for this station.
 JO0291
 JO0291.The dynamic height is computed by dividing the NAVD 88
 JO0291.geopotential number by the normal gravity value computed on the
 JO0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0291.degrees latitude (g = 980.6199 gals.).
 JO0291
 JO0291.The modeled gravity was interpolated from observed gravity values.
 JO0291
 JO0291;                    North         East    Units  Estimated Accuracy
 JO0291;SPC UT S     - 3,200,180.      358,270.      MT  (+/- 180 meters Scaled)
 JO0291
 JO0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH146588(NAD 83)
 JO0291
 JO0291                          SUPERSEDED SURVEY CONTROL
 JO0291
 JO0291  NGVD 29 (??/??/92) 1693.354  (m)         5555.61   (f) ADJ UNCH    1 2
 JO0291
 JO0291.Superseded values are not recommended for survey control.
 JO0291
 JO0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0291.See file dsdata.pdf to determine how the superseded data were derived.
 JO0291
 JO0291_MARKER: DB = BENCH MARK DISK
 JO0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0291_STAMPING: C 33 1934
 JO0291_MARK LOGO: CGS
 JO0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0291+STABILITY: SURFACE MOTION
 JO0291
 JO0291  HISTORY     - Date     Condition        Report By
 JO0291  HISTORY     - 1934     MONUMENTED       CGS
 JO0291  HISTORY     - 1984     GOOD             NGS
 JO0291
 JO0291                          STATION DESCRIPTION
 JO0291
 JO0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0291'9.0 MI W FROM MILFORD.
 JO0291'9.0 MILES WEST ALONG THE ABANDONED LOS ANGELES AND SALT LAKE RAILROAD
 JO0291'FROM THE STATION AT MILFORD, BEAVER COUNTY, 24 FEET NORTHWEST OF
 JO0291'MILEPOST 9, AT THE SOUTH EDGE OF A DIM WAGON ROAD, AND 54 FEET NORTH
 JO0291'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED C 33 1934
 JO0291'AND SET IN THE TOP OF A CONCRETE POST.
 JO0291
 JO0291                          STATION RECOVERY (1984)
 JO0291
 JO0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0291'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0477 ***********************************************************************
 MR0477  DESIGNATION -  C 331
 MR0477  PID         -  MR0477
 MR0477  STATE/COUNTY-  UT/CACHE
 MR0477  COUNTRY     -  US
 MR0477  USGS QUAD   -  TRENTON (2017)
 MR0477
 MR0477                         *CURRENT SURVEY CONTROL
 MR0477  ______________________________________________________________________
 MR0477* NAD 83(1986) POSITION- 41 57 07.     (N) 111 57 00.     (W)   SCALED
 MR0477* NAVD 88 ORTHO HEIGHT -  1363.631 (meters)     4473.85  (feet) ADJUSTED
 MR0477  ______________________________________________________________________
 MR0477  GEOID HEIGHT    -        -14.998 (meters)                     GEOID18
 MR0477  DYNAMIC HEIGHT  -       1362.680 (meters)     4470.73  (feet) COMP
 MR0477  MODELED GRAVITY -    979,878.0   (mgal)                       NAVD 88
 MR0477
 MR0477  VERT ORDER      -  FIRST     CLASS II
 MR0477
 MR0477.The horizontal coordinates were scaled from a map and have
 MR0477.an estimated accuracy of +/- 6 seconds.
 MR0477
 MR0477.The orthometric height was determined by differential leveling and
 MR0477.adjusted by the NATIONAL GEODETIC SURVEY
 MR0477.in June 1991.
 MR0477
 MR0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0477.GEOID18 height accuracy estimate available here.
 MR0477
 MR0477.Click photographs - Photos may exist for this station.
 MR0477
 MR0477.The dynamic height is computed by dividing the NAVD 88
 MR0477.geopotential number by the normal gravity value computed on the
 MR0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0477.degrees latitude (g = 980.6199 gals.).
 MR0477
 MR0477.The modeled gravity was interpolated from observed gravity values.
 MR0477
 MR0477;                    North         East    Units  Estimated Accuracy
 MR0477;SPC UT N     - 1,179,850.      462,690.      MT  (+/- 180 meters Scaled)
 MR0477
 MR0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM212448(NAD 83)
 MR0477
 MR0477                          SUPERSEDED SURVEY CONTROL
 MR0477
 MR0477.No superseded survey control is available for this station.
 MR0477
 MR0477_MARKER: DB = BENCH MARK DISK
 MR0477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0477_SP_SET: CONCRETE BASE
 MR0477_STAMPING: C-331 1937
 MR0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0477
 MR0477  HISTORY     - Date     Condition        Report By
 MR0477  HISTORY     - 1937     MONUMENTED       CGS
 MR0477
 MR0477                          STATION DESCRIPTION
 MR0477
 MR0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 MR0477'1.7 MI S FROM CORNISH.
 MR0477'1.7 MILES SOUTH ALONG O.S.L.R.R. FROM THE DEPOT.  ABOUT TWO MILES
 MR0477'NORTH OF THE RAILWAY STATION AT TRENTON.  MARK SET IN CONCRETE BASE OF
 MR0477'SEMAPHORE NO. 59.1.  5 POLES AND 15 FEET NORTH OF MILE POST NO. 59. 10
 MR0477'FEET EAST OF THE CENTERLINE OF TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0478 ***********************************************************************
 MR0478  DESIGNATION -  C 331 RESET
 MR0478  PID         -  MR0478
 MR0478  STATE/COUNTY-  UT/CACHE
 MR0478  COUNTRY     -  US
 MR0478  USGS QUAD   -  TRENTON (2017)
 MR0478
 MR0478                         *CURRENT SURVEY CONTROL
 MR0478  ______________________________________________________________________
 MR0478* NAD 83(1986) POSITION- 41 57 07.     (N) 111 57 01.     (W)   SCALED
 MR0478* NAVD 88 ORTHO HEIGHT -  1362.631 (meters)     4470.57  (feet) ADJUSTED
 MR0478  ______________________________________________________________________
 MR0478  GEOID HEIGHT    -        -14.998 (meters)                     GEOID18
 MR0478  DYNAMIC HEIGHT  -       1361.680 (meters)     4467.45  (feet) COMP
 MR0478  MODELED GRAVITY -    979,878.0   (mgal)                       NAVD 88
 MR0478
 MR0478  VERT ORDER      -  FIRST     CLASS I
 MR0478
 MR0478.The horizontal coordinates were scaled from a map and have
 MR0478.an estimated accuracy of +/- 6 seconds.
 MR0478
 MR0478.The orthometric height was determined by differential leveling and
 MR0478.adjusted by the NATIONAL GEODETIC SURVEY
 MR0478.in June 1991.
 MR0478
 MR0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0478.GEOID18 height accuracy estimate available here.
 MR0478
 MR0478.Click photographs - Photos may exist for this station.
 MR0478
 MR0478.The dynamic height is computed by dividing the NAVD 88
 MR0478.geopotential number by the normal gravity value computed on the
 MR0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0478.degrees latitude (g = 980.6199 gals.).
 MR0478
 MR0478.The modeled gravity was interpolated from observed gravity values.
 MR0478
 MR0478;                    North         East    Units  Estimated Accuracy
 MR0478;SPC UT N     - 1,179,850.      462,670.      MT  (+/- 180 meters Scaled)
 MR0478
 MR0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM212448(NAD 83)
 MR0478
 MR0478                          SUPERSEDED SURVEY CONTROL
 MR0478
 MR0478  NGVD 29 (??/??/92) 1361.579  (m)         4467.11   (f) ADJ UNCH    1 1
 MR0478
 MR0478.Superseded values are not recommended for survey control.
 MR0478
 MR0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0478.See file dsdata.pdf to determine how the superseded data were derived.
 MR0478
 MR0478_MARKER: DB = BENCH MARK DISK
 MR0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0478_STAMPING: C 331 1937 RESET 1950
 MR0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0478+STABILITY: SURFACE MOTION
 MR0478
 MR0478  HISTORY     - Date     Condition        Report By
 MR0478  HISTORY     - 1950     MONUMENTED       CGS
 MR0478  HISTORY     - 1967     GOOD             CGS
 MR0478
 MR0478                          STATION DESCRIPTION
 MR0478
 MR0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0478'2.4 MI N FROM TRENTON.
 MR0478'2.4 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 MR0478'STATE HIGHWAY 170 AT TRENTON, 5 POLES NORTH OF MILEPOLE 59, 47.6 FEET
 MR0478'WEST OF THE WEST RAIL, 72.1 FEET NORTHWEST OF THE NORTHWEST SIDE OF
 MR0478'SEMAPHORE 592, 11 1/2 FEET SOUTHWEST OF THE FIFTH TELEPHONE POLE NORTH
 MR0478'OF THE MILEPOLE, 0.8 FOOT EAST OF A FENCE, 1.7 FEET SOUTH OF A WITNESS
 MR0478'POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 MR0478'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0322 ***********************************************************************
 JO0322  DESIGNATION -  C 332
 JO0322  PID         -  JO0322
 JO0322  STATE/COUNTY-  UT/BEAVER
 JO0322  COUNTRY     -  US
 JO0322  USGS QUAD   -  MILFORD (2017)
 JO0322
 JO0322                         *CURRENT SURVEY CONTROL
 JO0322  ______________________________________________________________________
 JO0322* NAD 83(1986) POSITION- 38 25 10.     (N) 113 00 35.     (W)   SCALED
 JO0322* NAVD 88 ORTHO HEIGHT -  1534.102 (meters)     5033.13  (feet) ADJUSTED
 JO0322  ______________________________________________________________________
 JO0322  GEOID HEIGHT    -        -20.931 (meters)                     GEOID18
 JO0322  DYNAMIC HEIGHT  -       1532.493 (meters)     5027.85  (feet) COMP
 JO0322  MODELED GRAVITY -    979,526.5   (mgal)                       NAVD 88
 JO0322  OBS GRAVITY     -    979,523.4   (mgal)                       GRAV_OBS
 JO0322
 JO0322  VERT ORDER      -  FIRST     CLASS II
 JO0322
 JO0322.This mark is at Milford Municipal Airport (MLF)
 JO0322
 JO0322.The horizontal coordinates were scaled from a map and have
 JO0322.an estimated accuracy of +/- 6 seconds.
 JO0322
 JO0322.The orthometric height was determined by differential leveling and
 JO0322.adjusted by the NATIONAL GEODETIC SURVEY
 JO0322.in June 1991.
 JO0322
 JO0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0322.GEOID18 height accuracy estimate available here.
 JO0322
 JO0322.Click photographs - Photos may exist for this station.
 JO0322
 JO0322.The dynamic height is computed by dividing the NAVD 88
 JO0322.geopotential number by the normal gravity value computed on the
 JO0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0322.degrees latitude (g = 980.6199 gals.).
 JO0322
 JO0322.The modeled gravity was interpolated from observed gravity values.
 JO0322
 JO0322.The observed gravity was obtained from relative gravimeter ties
 JO0322.to the IGSN71 gravity network.
 JO0322
 JO0322;                    North         East    Units  Estimated Accuracy
 JO0322;SPC UT S     - 3,195,600.      368,160.      MT  (+/- 180 meters Scaled)
 JO0322
 JO0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH245542(NAD 83)
 JO0322
 JO0322                          SUPERSEDED SURVEY CONTROL
 JO0322
 JO0322  NGVD 29 (??/??/92) 1533.034  (m)         5029.63   (f) ADJ UNCH    1 2
 JO0322
 JO0322.Superseded values are not recommended for survey control.
 JO0322
 JO0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0322.See file dsdata.pdf to determine how the superseded data were derived.
 JO0322
 JO0322_MARKER: DB = BENCH MARK DISK
 JO0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0322_STAMPING: C 332 1945
 JO0322_MARK LOGO: CGS
 JO0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0322+STABILITY: SURFACE MOTION
 JO0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JO0322+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1994
 JO0322
 JO0322  HISTORY     - Date     Condition        Report By
 JO0322  HISTORY     - 1945     MONUMENTED       CGS
 JO0322  HISTORY     - 1984     GOOD             NGS
 JO0322  HISTORY     - 19940603 GOOD             NGS
 JO0322
 JO0322                          STATION DESCRIPTION
 JO0322
 JO0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JO0322'IN MILFORD MUNICIPAL AP.
 JO0322'AT MILFORD MUNICIPAL AIRPORT, BEAVER COUNTY, NEAR THE SOUTHEAST CORNER
 JO0322'OF THE AIRPORT, AT THE MAIN GATE, 7.6 FEET SOUTH OF THE SOUTH
 JO0322'GATEPOST, 5.8 FEET EAST OF THE NORTHEAST LEG OF THE AIRWAY BEACON, 1
 JO0322'FOOT EAST OF THE EAST FENCE, AND 1 FOOT NORTH OF A WHITE WOODEN
 JO0322'WITNESS POST.  A STANDARD DISK, STAMPED C 332 1945 AND SET IN THE TOP
 JO0322'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 JO0322
 JO0322                          STATION RECOVERY (1984)
 JO0322
 JO0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0322'RECOVERED IN GOOD CONDITION.
 JO0322
 JO0322                          STATION RECOVERY (1994)
 JO0322
 JO0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DW)
 JO0322'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0620 ***********************************************************************
 LO0620  DESIGNATION -  C 333
 LO0620  PID         -  LO0620
 LO0620  STATE/COUNTY-  UT/SALT LAKE
 LO0620  COUNTRY     -  US
 LO0620  USGS QUAD   -  MIDVALE (2017)
 LO0620
 LO0620                         *CURRENT SURVEY CONTROL
 LO0620  ______________________________________________________________________
 LO0620* NAD 83(1986) POSITION- 40 36 41.     (N) 111 59 50.     (W)   SCALED
 LO0620* NAVD 88 ORTHO HEIGHT -  1410.420 (meters)     4627.35  (feet) ADJUSTED
 LO0620  ______________________________________________________________________
 LO0620  GEOID HEIGHT    -        -17.265 (meters)                     GEOID18
 LO0620  DYNAMIC HEIGHT  -       1409.243 (meters)     4623.49  (feet) COMP
 LO0620  MODELED GRAVITY -    979,742.1   (mgal)                       NAVD 88
 LO0620
 LO0620  VERT ORDER      -  FIRST     CLASS II
 LO0620
 LO0620.This mark is at Salt Lake City #2 Airport (U42)
 LO0620
 LO0620.The horizontal coordinates were scaled from a map and have
 LO0620.an estimated accuracy of +/- 6 seconds.
 LO0620
 LO0620.The orthometric height was determined by differential leveling and
 LO0620.adjusted by the NATIONAL GEODETIC SURVEY
 LO0620.in June 1991.
 LO0620
 LO0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0620.GEOID18 height accuracy estimate available here.
 LO0620
 LO0620.Click photographs - Photos may exist for this station.
 LO0620
 LO0620.The dynamic height is computed by dividing the NAVD 88
 LO0620.geopotential number by the normal gravity value computed on the
 LO0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0620.degrees latitude (g = 980.6199 gals.).
 LO0620
 LO0620.The modeled gravity was interpolated from observed gravity values.
 LO0620
 LO0620;                    North         East    Units  Estimated Accuracy
 LO0620;SPC UT C     - 2,253,030.      457,920.      MT  (+/- 180 meters Scaled)
 LO0620
 LO0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK156960(NAD 83)
 LO0620
 LO0620                          SUPERSEDED SURVEY CONTROL
 LO0620
 LO0620  NGVD 29 (??/??/92) 1409.43   (m)         4624.1    (f) COMPUTED    1 2
 LO0620
 LO0620.Superseded values are not recommended for survey control.
 LO0620
 LO0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0620.See file dsdata.pdf to determine how the superseded data were derived.
 LO0620
 LO0620_MARKER: DB = BENCH MARK DISK
 LO0620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0620_SP_SET: CULVERT
 LO0620_STAMPING: C 333 1945
 LO0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0620
 LO0620  HISTORY     - Date     Condition        Report By
 LO0620  HISTORY     - 1945     MONUMENTED       CGS
 LO0620  HISTORY     - 1983     MARK NOT FOUND   NGS
 LO0620
 LO0620                          STATION DESCRIPTION
 LO0620
 LO0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LO0620'IN SALT LAKE AIRPORT NO 2.
 LO0620'AT SALT LAKE AIRPORT NO.2, SALT LAKE COUNTY, 0.5 MILE SOUTH ALONG A
 LO0620'COUNTY ROAD FROM THE MAIN GATE, 0.1 NORTH OF THE SOUTHWEST CORNER OF
 LO0620'THE FIELD, NEAR THE SOUTH END OF AN S-CURVE, AT A LARGE CONCRETE
 LO0620'CULVERT, IN THE NORTH END OF THE EAST HEADWALL, 29 FEET EAST OF THE
 LO0620'CENTERLINE OF THE ROAD, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 LO0620'STAMPED C 33 1945.
 LO0620
 LO0620                          STATION RECOVERY (1983)
 LO0620
 LO0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LO0620'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0424 ***********************************************************************
 MR0424  DESIGNATION -  C 334
 MR0424  PID         -  MR0424
 MR0424  STATE/COUNTY-  UT/DAVIS
 MR0424  COUNTRY     -  US
 MR0424  USGS QUAD   -  KAYSVILLE (2017)
 MR0424
 MR0424                         *CURRENT SURVEY CONTROL
 MR0424  ______________________________________________________________________
 MR0424* NAD 83(1986) POSITION- 41 06 13.     (N) 111 58 23.     (W)   SCALED
 MR0424* NAVD 88 ORTHO HEIGHT -  1447.739 (meters)     4749.79  (feet) ADJUSTED
 MR0424  ______________________________________________________________________
 MR0424  GEOID HEIGHT    -        -16.790 (meters)                     GEOID18
 MR0424  DYNAMIC HEIGHT  -       1446.607 (meters)     4746.08  (feet) COMP
 MR0424  MODELED GRAVITY -    979,791.4   (mgal)                       NAVD 88
 MR0424
 MR0424  VERT ORDER      -  FIRST     CLASS II
 MR0424
 MR0424.The horizontal coordinates were scaled from a map and have
 MR0424.an estimated accuracy of +/- 6 seconds.
 MR0424
 MR0424.The orthometric height was determined by differential leveling and
 MR0424.adjusted by the NATIONAL GEODETIC SURVEY
 MR0424.in June 1991.
 MR0424
 MR0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0424.GEOID18 height accuracy estimate available here.
 MR0424
 MR0424.Click photographs - Photos may exist for this station.
 MR0424
 MR0424.The dynamic height is computed by dividing the NAVD 88
 MR0424.geopotential number by the normal gravity value computed on the
 MR0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0424.degrees latitude (g = 980.6199 gals.).
 MR0424
 MR0424.The modeled gravity was interpolated from observed gravity values.
 MR0424
 MR0424;                    North         East    Units  Estimated Accuracy
 MR0424;SPC UT N     - 1,085,650.      460,260.      MT  (+/- 180 meters Scaled)
 MR0424
 MR0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL182507(NAD 83)
 MR0424
 MR0424                          SUPERSEDED SURVEY CONTROL
 MR0424
 MR0424  NGVD 29 (??/??/92) 1446.80   (m)         4746.7    (f) COMPUTED    1 2
 MR0424
 MR0424.Superseded values are not recommended for survey control.
 MR0424
 MR0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0424.See file dsdata.pdf to determine how the superseded data were derived.
 MR0424
 MR0424_MARKER: DB = BENCH MARK DISK
 MR0424_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MR0424+WITH SETTING: PAVEMENT
 MR0424_SP_SET: BLOCK
 MR0424_STAMPING: C 334 1945
 MR0424_MARK LOGO: CGS
 MR0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0424+STABILITY: SURFACE MOTION
 MR0424
 MR0424  HISTORY     - Date     Condition        Report By
 MR0424  HISTORY     - 1945     MONUMENTED       CGS
 MR0424
 MR0424                          STATION DESCRIPTION
 MR0424
 MR0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 MR0424'IN HILL FIELD.
 MR0424'AT HILL FIELD, SET AT THE MAIN GATE, IN THE CENTER OF THE LARGE
 MR0424'CONCRETE BLOCK LOCATED BETWEEN THE MAIN GATE AND THE DRIVEWAY FOR THE
 MR0424'BUSES, 44.5 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE GUARD
 MR0424'HOUSE, 1.5 FEET ABOVE ROAD LEVEL.  BRONZE BENCH MARK DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0425 ***********************************************************************
 MR0425  DESIGNATION -  C 334 RESET
 MR0425  PID         -  MR0425
 MR0425  STATE/COUNTY-  UT/DAVIS
 MR0425  COUNTRY     -  US
 MR0425  USGS QUAD   -  KAYSVILLE (2017)
 MR0425
 MR0425                         *CURRENT SURVEY CONTROL
 MR0425  ______________________________________________________________________
 MR0425* NAD 83(1986) POSITION- 41 06 13.     (N) 111 58 24.     (W)   SCALED
 MR0425* NAVD 88 ORTHO HEIGHT -  1447.624 (meters)     4749.41  (feet) ADJUSTED
 MR0425  ______________________________________________________________________
 MR0425  GEOID HEIGHT    -        -16.791 (meters)                     GEOID18
 MR0425  DYNAMIC HEIGHT  -       1446.491 (meters)     4745.70  (feet) COMP
 MR0425  MODELED GRAVITY -    979,791.3   (mgal)                       NAVD 88
 MR0425
 MR0425  VERT ORDER      -  FIRST     CLASS II
 MR0425
 MR0425.The horizontal coordinates were scaled from a map and have
 MR0425.an estimated accuracy of +/- 6 seconds.
 MR0425
 MR0425.The orthometric height was determined by differential leveling and
 MR0425.adjusted by the NATIONAL GEODETIC SURVEY
 MR0425.in June 1991.
 MR0425
 MR0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0425.GEOID18 height accuracy estimate available here.
 MR0425
 MR0425.Click photographs - Photos may exist for this station.
 MR0425
 MR0425.The dynamic height is computed by dividing the NAVD 88
 MR0425.geopotential number by the normal gravity value computed on the
 MR0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0425.degrees latitude (g = 980.6199 gals.).
 MR0425
 MR0425.The modeled gravity was interpolated from observed gravity values.
 MR0425
 MR0425;                    North         East    Units  Estimated Accuracy
 MR0425;SPC UT N     - 1,085,650.      460,240.      MT  (+/- 180 meters Scaled)
 MR0425
 MR0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL182507(NAD 83)
 MR0425
 MR0425                          SUPERSEDED SURVEY CONTROL
 MR0425
 MR0425  NGVD 29 (??/??/92) 1446.678  (m)         4746.31   (f) ADJ UNCH    1 2
 MR0425
 MR0425.Superseded values are not recommended for survey control.
 MR0425
 MR0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0425.See file dsdata.pdf to determine how the superseded data were derived.
 MR0425
 MR0425_MARKER: DB = BENCH MARK DISK
 MR0425_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MR0425_SP_SET: CURB
 MR0425_STAMPING: C 334 1945 RESET 1952
 MR0425_MARK LOGO: CGS
 MR0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0425
 MR0425  HISTORY     - Date     Condition        Report By
 MR0425  HISTORY     - 1952     MONUMENTED       CGS
 MR0425  HISTORY     - 1953     GOOD             CGS
 MR0425  HISTORY     - 19880401 MARK NOT FOUND   USGS
 MR0425
 MR0425                          STATION DESCRIPTION
 MR0425
 MR0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MR0425'IN HILL AIR FORCE BASE.
 MR0425'AT HILL AIR FORCE BASE, AT THE MAIN ENTRANCE, IN THE TOP OF THE SOUTH
 MR0425'END OF A U-SHAPED CURB BETWEEN THE CIVILIAN AND MILITARY PERSONNEL
 MR0425'ENTRANCES, 150 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 193,
 MR0425'31.5 FEET EAST OF THE EAST SIDE OF A CURB SURROUNDING A GRASSY PLOT IN
 MR0425'THE CENTER OF THE MILITARY PERSONNEL ENTRANCE ROAD, 29.0 FEET WEST OF
 MR0425'THE CENTER LINE OF THE CIVILIAN PERSONNEL ENTRANCE ROAD, 14 1/2 FEET
 MR0425'SOUTHEAST OF A LIGHTPOST, AND 0.9 FOOT ABOVE THE ASPHALT SURFACING.
 MR0425
 MR0425                          STATION RECOVERY (1988)
 MR0425
 MR0425'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (GH)
 MR0425'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MT0045 ***********************************************************************
 MT0045  DESIGNATION -  C 337
 MT0045  PID         -  MT0045
 MT0045  STATE/COUNTY-  UT/BOX ELDER
 MT0045  COUNTRY     -  US
 MT0045  USGS QUAD   -  NILE SPRING (2018)
 MT0045
 MT0045                         *CURRENT SURVEY CONTROL
 MT0045  ______________________________________________________________________
 MT0045* NAD 83(1986) POSITION- 41 54 07.     (N) 114 00 44.     (W)   SCALED
 MT0045* NAVD 88 ORTHO HEIGHT -  1641.691 (meters)     5386.11  (feet) ADJUSTED
 MT0045  ______________________________________________________________________
 MT0045  GEOID HEIGHT    -        -15.210 (meters)                     GEOID18
 MT0045  DYNAMIC HEIGHT  -       1640.493 (meters)     5382.18  (feet) COMP
 MT0045  MODELED GRAVITY -    979,834.8   (mgal)                       NAVD 88
 MT0045
 MT0045  VERT ORDER      -  SECOND    CLASS 0
 MT0045
 MT0045.The horizontal coordinates were scaled from a map and have
 MT0045.an estimated accuracy of +/- 6 seconds.
 MT0045
 MT0045.The orthometric height was determined by differential leveling and
 MT0045.adjusted by the NATIONAL GEODETIC SURVEY
 MT0045.in June 1991.
 MT0045
 MT0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 MT0045.GEOID18 height accuracy estimate available here.
 MT0045
 MT0045.Click photographs - Photos may exist for this station.
 MT0045
 MT0045.The dynamic height is computed by dividing the NAVD 88
 MT0045.geopotential number by the normal gravity value computed on the
 MT0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0045.degrees latitude (g = 980.6199 gals.).
 MT0045
 MT0045.The modeled gravity was interpolated from observed gravity values.
 MT0045
 MT0045;                    North         East    Units  Estimated Accuracy
 MT0045;SPC UT N     - 1,177,220.      291,570.      MT  (+/- 180 meters Scaled)
 MT0045
 MT0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG478432(NAD 83)
 MT0045
 MT0045                          SUPERSEDED SURVEY CONTROL
 MT0045
 MT0045  NGVD 29 (??/??/92) 1640.564  (m)         5382.42   (f) ADJ UNCH    2 0
 MT0045
 MT0045.Superseded values are not recommended for survey control.
 MT0045
 MT0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0045.See file dsdata.pdf to determine how the superseded data were derived.
 MT0045
 MT0045_MARKER: DB = BENCH MARK DISK
 MT0045_SETTING: 66 = SET IN ROCK OUTCROP
 MT0045_STAMPING: C 337 1951
 MT0045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0045+STABILITY: POSITION/ELEVATION WELL
 MT0045
 MT0045  HISTORY     - Date     Condition        Report By
 MT0045  HISTORY     - 1951     MONUMENTED       CGS
 MT0045  HISTORY     - 1969     GOOD             USAF
 MT0045
 MT0045                          STATION DESCRIPTION
 MT0045
 MT0045'DESCRIBED BY US AIR FORCE 1969
 MT0045'17.0 MI NW FROM GROUSE CREEK.
 MT0045'17 MILES NORTHWEST OF BOX ELDER, UTAH, ALONG THE ROAD TO BURNEY,
 MT0045'IDAHO, VIA HARDESTY CREEK.  NEAR THE T INTERSECTION TO THE LEFT (WEST)
 MT0045'TO MEADOW CREEK, EAST OF THE MAIN ROAD.  ABOUT 25 FEET ON THE TOP OF A
 MT0045'FLAT ROCK OUTCROP, AND ABOUT 7 FEET ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0500 ***********************************************************************
 MR0500  DESIGNATION -  C 338
 MR0500  PID         -  MR0500
 MR0500  STATE/COUNTY-  UT/CACHE
 MR0500  COUNTRY     -  US
 MR0500  USGS QUAD   -  RICHMOND (2017)
 MR0500
 MR0500                         *CURRENT SURVEY CONTROL
 MR0500  ______________________________________________________________________
 MR0500* NAD 83(1986) POSITION- 41 58 34.41   (N) 111 49 50.39   (W)   HD_HELD1
 MR0500* NAVD 88 ORTHO HEIGHT -  1366.946 (meters)     4484.72  (feet) ADJUSTED
 MR0500  ______________________________________________________________________
 MR0500  GEOID HEIGHT    -        -14.709 (meters)                     GEOID18
 MR0500  DYNAMIC HEIGHT  -       1366.006 (meters)     4481.64  (feet) COMP
 MR0500  MODELED GRAVITY -    979,887.2   (mgal)                       NAVD 88
 MR0500
 MR0500  VERT ORDER      -  SECOND    CLASS 0
 MR0500
 MR0500.The horizontal coordinates were determined by differentially corrected
 MR0500.hand held GPS observations or other comparable positioning techniques
 MR0500.and have an estimated accuracy of +/- 3 meters.
 MR0500
 MR0500.The orthometric height was determined by differential leveling and
 MR0500.adjusted by the NATIONAL GEODETIC SURVEY
 MR0500.in June 1991.
 MR0500
 MR0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0500.GEOID18 height accuracy estimate available here.
 MR0500
 MR0500.Click photographs - Photos may exist for this station.
 MR0500
 MR0500.The dynamic height is computed by dividing the NAVD 88
 MR0500.geopotential number by the normal gravity value computed on the
 MR0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0500.degrees latitude (g = 980.6199 gals.).
 MR0500
 MR0500.The modeled gravity was interpolated from observed gravity values.
 MR0500
 MR0500;                    North         East    Units  Estimated Accuracy
 MR0500;SPC UT N     - 1,182,505.2     472,593.1     MT  (+/- 3 meters HH1 GPS) 
 MR0500
 MR0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM3118047470(NAD 83)
 MR0500
 MR0500                          SUPERSEDED SURVEY CONTROL
 MR0500
 MR0500  NGVD 29 (??/??/92) 1365.959  (m)         4481.48   (f) ADJ UNCH    2 0
 MR0500
 MR0500.Superseded values are not recommended for survey control.
 MR0500
 MR0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0500.See file dsdata.pdf to determine how the superseded data were derived.
 MR0500
 MR0500_MARKER: DB = BENCH MARK DISK
 MR0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0500_STAMPING: C 338 1951
 MR0500_MARK LOGO: CGS
 MR0500_PROJECTION: PROJECTING 9 CENTIMETERS
 MR0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0500+STABILITY: SURFACE MOTION
 MR0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0500+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2003
 MR0500
 MR0500  HISTORY     - Date     Condition        Report By
 MR0500  HISTORY     - 1951     MONUMENTED       CGS
 MR0500  HISTORY     - 20030828 GOOD             INDIV
 MR0500
 MR0500                          STATION DESCRIPTION
 MR0500
 MR0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MR0500'1.4 MI E FROM LEWISTON.
 MR0500'1.4 MILES EAST ALONG STATE HIGHWAY 61 FROM THE LEWISTON STATE BANK AT
 MR0500'LEWISTON, AT THE MAIN ENTRANCE TO THE LEWISTON CEMETERY, AT THE
 MR0500'JUNCTION OF AN ASPHALT ROAD LEADING SOUTH, 40 1/2 FEET NORTH OF THE
 MR0500'CENTER LINE OF THE HIGHWAY, 23 FEET WEST OF THE CENTER LINE OF THE
 MR0500'MAIN ENTRANCE TO THE CEMETERY, 1.1 FEET SOUTH OF THE SOUTH BOUNDARY
 MR0500'FENCE, 2.0 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 MR0500'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 MR0500'ABOVE THE GROUND.
 MR0500
 MR0500                          STATION RECOVERY (2003)
 MR0500
 MR0500'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RCW)
 MR0500'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0343 ***********************************************************************
 JO0343  DESIGNATION -  C 34
 JO0343  PID         -  JO0343
 JO0343  STATE/COUNTY-  UT/MILLARD
 JO0343  COUNTRY     -  US
 JO0343  USGS QUAD   -  HALFWAY SUMMIT (2017)
 JO0343
 JO0343                         *CURRENT SURVEY CONTROL
 JO0343  ______________________________________________________________________
 JO0343* NAD 83(1986) POSITION- 38 36 55.     (N) 113 50 29.     (W)   SCALED
 JO0343* NAVD 88 ORTHO HEIGHT -  1889.712 (meters)     6199.83  (feet) ADJUSTED
 JO0343  ______________________________________________________________________
 JO0343  GEOID HEIGHT    -        -20.966 (meters)                     GEOID18
 JO0343  DYNAMIC HEIGHT  -       1887.651 (meters)     6193.07  (feet) COMP
 JO0343  MODELED GRAVITY -    979,470.0   (mgal)                       NAVD 88
 JO0343
 JO0343  VERT ORDER      -  FIRST     CLASS II
 JO0343
 JO0343.The horizontal coordinates were scaled from a map and have
 JO0343.an estimated accuracy of +/- 6 seconds.
 JO0343
 JO0343.The orthometric height was determined by differential leveling and
 JO0343.adjusted by the NATIONAL GEODETIC SURVEY
 JO0343.in June 1991.
 JO0343
 JO0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0343.GEOID18 height accuracy estimate available here.
 JO0343
 JO0343.Click photographs - Photos may exist for this station.
 JO0343
 JO0343.The dynamic height is computed by dividing the NAVD 88
 JO0343.geopotential number by the normal gravity value computed on the
 JO0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0343.degrees latitude (g = 980.6199 gals.).
 JO0343
 JO0343.The modeled gravity was interpolated from observed gravity values.
 JO0343
 JO0343;                    North         East    Units  Estimated Accuracy
 JO0343;SPC UT C     - 2,033,970.      296,080.      MT  (+/- 180 meters Scaled)
 JO0343
 JO0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH526779(NAD 83)
 JO0343
 JO0343                          SUPERSEDED SURVEY CONTROL
 JO0343
 JO0343  NGVD 29 (??/??/92) 1888.462  (m)         6195.73   (f) ADJ UNCH    1 2
 JO0343
 JO0343.Superseded values are not recommended for survey control.
 JO0343
 JO0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0343.See file dsdata.pdf to determine how the superseded data were derived.
 JO0343
 JO0343_MARKER: DB = BENCH MARK DISK
 JO0343_SETTING: 66 = SET IN ROCK OUTCROP
 JO0343_STAMPING: C 34 1934
 JO0343_MARK LOGO: CGS
 JO0343_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0343+STABILITY: POSITION/ELEVATION WELL
 JO0343
 JO0343  HISTORY     - Date     Condition        Report By
 JO0343  HISTORY     - 1934     MONUMENTED       CGS
 JO0343  HISTORY     - 1984     MARK NOT FOUND   NGS
 JO0343
 JO0343                          STATION DESCRIPTION
 JO0343
 JO0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0343'26.4 MI SE FROM GARRISON.
 JO0343'26.4 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 JO0343'GARRISON, MILLARD COUNTY, 4.8 MILES NORTHWEST OF THE BEAVER-MILLARD
 JO0343'COUNTY LINE, 0.1 MILES SOUTHEAST OF THE SUMMIT OF A HILL, 45 FEET
 JO0343'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF THE MOST
 JO0343'PROMINENT POINT OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED C 34
 JO0343'1934.
 JO0343
 JO0343                          STATION RECOVERY (1984)
 JO0343
 JO0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0343'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0183 ***********************************************************************
 JO0183  DESIGNATION -  C 35
 JO0183  PID         -  JO0183
 JO0183  STATE/COUNTY-  UT/IRON
 JO0183  COUNTRY     -  US
 JO0183  USGS QUAD   -  BUCKHORN FLAT (2017)
 JO0183
 JO0183                         *CURRENT SURVEY CONTROL
 JO0183  ______________________________________________________________________
 JO0183* NAD 83(1986) POSITION- 38 03 27.94   (N) 112 41 36.79   (W)   HD_HELD1
 JO0183* NAVD 88 ORTHO HEIGHT -  1790.813 (meters)     5875.36  (feet) ADJUSTED
 JO0183  ______________________________________________________________________
 JO0183  GEOID HEIGHT    -        -20.536 (meters)                     GEOID18
 JO0183  DYNAMIC HEIGHT  -       1788.754 (meters)     5868.60  (feet) COMP
 JO0183  MODELED GRAVITY -    979,416.7   (mgal)                       NAVD 88
 JO0183
 JO0183  VERT ORDER      -  SECOND    CLASS 0
 JO0183
 JO0183.The horizontal coordinates were determined by differentially corrected
 JO0183.hand held GPS observations or other comparable positioning techniques
 JO0183.and have an estimated accuracy of +/- 3 meters.
 JO0183
 JO0183.The orthometric height was determined by differential leveling and
 JO0183.adjusted by the NATIONAL GEODETIC SURVEY
 JO0183.in June 1991.
 JO0183
 JO0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0183.GEOID18 height accuracy estimate available here.
 JO0183
 JO0183.Click photographs - Photos may exist for this station.
 JO0183
 JO0183.The dynamic height is computed by dividing the NAVD 88
 JO0183.geopotential number by the normal gravity value computed on the
 JO0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0183.degrees latitude (g = 980.6199 gals.).
 JO0183
 JO0183.The modeled gravity was interpolated from observed gravity values.
 JO0183
 JO0183;                    North         East    Units  Estimated Accuracy
 JO0183;SPC UT S     - 3,155,058.7     395,256.4     MT  (+/- 3 meters HH1 GPS) 
 JO0183
 JO0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH5142213577(NAD 83)
 JO0183
 JO0183                          SUPERSEDED SURVEY CONTROL
 JO0183
 JO0183  NGVD 29 (??/??/92) 1789.636  (m)         5871.50   (f) ADJ UNCH    2 0
 JO0183
 JO0183.Superseded values are not recommended for survey control.
 JO0183
 JO0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0183.See file dsdata.pdf to determine how the superseded data were derived.
 JO0183
 JO0183_MARKER: DB = BENCH MARK DISK
 JO0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0183_STAMPING: C 35 1934
 JO0183_MARK LOGO: CGS
 JO0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0183+STABILITY: SURFACE MOTION
 JO0183
 JO0183  HISTORY     - Date     Condition        Report By
 JO0183  HISTORY     - 1934     MONUMENTED       CGS
 JO0183  HISTORY     - 1971     GOOD             USGS
 JO0183  HISTORY     - 20101209 GOOD             GEOCAC
 JO0183
 JO0183                          STATION DESCRIPTION
 JO0183
 JO0183'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0183'17.1 MI N FROM PAROWAN.
 JO0183'18.3 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE HIGH SCHOOL IN
 JO0183'PAROWAN, IRON CO., ABOUT 1.0 MILES SOUTH OF JUNCTION OF U.S. HIGHWAY
 JO0183'91 AND UTAH STATE HIGHWAY 20, TO A GATE ON THE EAST SIDE OF THE
 JO0183'HIGHWAY, PROCEED THROUGH THE GATE 0.2 MILES SOUTHEAST FROM THE GATE TO
 JO0183'MARK.  MARK LOCATED 47 FEET WEST CENTER LINE OLD HIGHWAY 91, 360 FEET
 JO0183'EAST-OF A WELL, A U.S.G.S. SURVEY WITNESS SIGN ON A STEEL POST 3 FEET
 JO0183'TO EAST, AND CEMENTED IN THE TOP OF A CONCRETE POST.
 JO0183
 JO0183                          STATION RECOVERY (2010)
 JO0183
 JO0183'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 JO0183'METAL WP TAG IS MISSING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0336 ***********************************************************************
 HO0336  DESIGNATION -  C 364
 HO0336  PID         -  HO0336
 HO0336  STATE/COUNTY-  UT/WASHINGTON
 HO0336  COUNTRY     -  US
 HO0336  USGS QUAD   -  HURRICANE (2017)
 HO0336
 HO0336                         *CURRENT SURVEY CONTROL
 HO0336  ______________________________________________________________________
 HO0336* NAD 83(1986) POSITION- 37 13 00.78   (N) 113 15 49.86   (W)   HD_HELD1
 HO0336* NAVD 88 ORTHO HEIGHT -  1043.368 (meters)     3423.12  (feet) ADJUSTED
 HO0336  ______________________________________________________________________
 HO0336  GEOID HEIGHT    -        -23.462 (meters)                     GEOID18
 HO0336  DYNAMIC HEIGHT  -       1042.260 (meters)     3419.48  (feet) COMP
 HO0336  MODELED GRAVITY -    979,534.1   (mgal)                       NAVD 88
 HO0336
 HO0336  VERT ORDER      -  FIRST     CLASS II
 HO0336
 HO0336.The horizontal coordinates were determined by differentially corrected
 HO0336.hand held GPS observations or other comparable positioning techniques
 HO0336.and have an estimated accuracy of +/- 3 meters.
 HO0336
 HO0336.The orthometric height was determined by differential leveling and
 HO0336.adjusted by the NATIONAL GEODETIC SURVEY
 HO0336.in June 1991.
 HO0336
 HO0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0336.GEOID18 height accuracy estimate available here.
 HO0336
 HO0336.Click photographs - Photos may exist for this station.
 HO0336
 HO0336.The dynamic height is computed by dividing the NAVD 88
 HO0336.geopotential number by the normal gravity value computed on the
 HO0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0336.degrees latitude (g = 980.6199 gals.).
 HO0336
 HO0336.The modeled gravity was interpolated from observed gravity values.
 HO0336
 HO0336;                    North         East    Units  Estimated Accuracy
 HO0336;SPC UT S     - 3,062,541.4     343,453.1     MT  (+/- 3 meters HH1 GPS) 
 HO0336
 HO0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG9913021333(NAD 83)
 HO0336
 HO0336                          SUPERSEDED SURVEY CONTROL
 HO0336
 HO0336.No superseded survey control is available for this station.
 HO0336
 HO0336_MARKER: DB = BENCH MARK DISK
 HO0336_SETTING: 66 = SET IN ROCK OUTCROP
 HO0336_STAMPING: C 364 1982
 HO0336_MARK LOGO: NGS
 HO0336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0336+STABILITY: POSITION/ELEVATION WELL
 HO0336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HO0336+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 HO0336
 HO0336  HISTORY     - Date     Condition        Report By
 HO0336  HISTORY     - 1982     MONUMENTED       NGS
 HO0336  HISTORY     - 1982     GOOD             NGS
 HO0336  HISTORY     - 1984     GOOD             NGS
 HO0336  HISTORY     - 20050915 GOOD             INDIV
 HO0336
 HO0336                          STATION DESCRIPTION
 HO0336
 HO0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0336'1.2 KM (0.8 MI) NE FROM LA VERKIN.
 HO0336'1.25 KM (0.8 MI) EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 HO0336'HIGHWAY 17 IN LA VERKIN, IN TOP OF THE WEST EDGE OF A 2 BY 9 FOOT FLAT
 HO0336'TOP ROCK SHELF AT THE BASE OF THE OLD HIGHWAY CONCLOMERATE BEDROCK CUT
 HO0336'AND ON THE SOUTHEAST CORNER OF THE JUNCTION OF THE OLD AND NEW
 HO0336'HIGHWAYS AT THE NORTHEAST END OF A CURVE, 117.3 METERS (385 FT)
 HO0336'SOUTHWEST OF MILEPOST 13, 9.9 METERS (32.5 FT) EAST OF THE EAST BOUND
 HO0336'HIGHWAY CENTERLINE, 3.6 METERS (12 FT) SOUTH OF AND 0.6 METER (2 FT)
 HO0336'ABOVE THE OLD HIGHWAY CENTERLINE, 3.6 METERS (12 FT) EAST OF THE WEST
 HO0336'END OF THE OLD BEDROCK CUT, 0.3 METER (1 FT) SOUTH OF THE NORTH EDGE
 HO0336'OF THE ROCK SHELF.
 HO0336'THE MARK IS 0.35 METERS  W FROM A WITNESS POST.
 HO0336'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 HO0336
 HO0336                          STATION RECOVERY (1982)
 HO0336
 HO0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0336'RECOVERED IN GOOD CONDITION.
 HO0336
 HO0336                          STATION RECOVERY (1984)
 HO0336
 HO0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HO0336'RECOVERED IN GOOD CONDITION.
 HO0336
 HO0336                          STATION RECOVERY (2005)
 HO0336
 HO0336'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RW)
 HO0336'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0361 ***********************************************************************
 HO0361  DESIGNATION -  C 365
 HO0361  PID         -  HO0361
 HO0361  STATE/COUNTY-  UT/WASHINGTON
 HO0361  COUNTRY     -  US
 HO0361  USGS QUAD   -  SANTA CLARA (2017)
 HO0361
 HO0361                         *CURRENT SURVEY CONTROL
 HO0361  ______________________________________________________________________
 HO0361* NAD 83(1986) POSITION- 37 07 59.05   (N) 113 39 14.20   (W)   HD_HELD1
 HO0361* NAVD 88 ORTHO HEIGHT -   841.807 (meters)     2761.83  (feet) ADJUSTED
 HO0361  ______________________________________________________________________
 HO0361  GEOID HEIGHT    -        -24.526 (meters)                     GEOID18
 HO0361  DYNAMIC HEIGHT  -        840.965 (meters)     2759.07  (feet) COMP
 HO0361  MODELED GRAVITY -    979,602.7   (mgal)                       NAVD 88
 HO0361  OBS GRAVITY     -    979,602.7   (mgal)                       GRAV_OBS
 HO0361
 HO0361  VERT ORDER      -  FIRST     CLASS II
 HO0361
 HO0361.The horizontal coordinates were determined by differentially corrected
 HO0361.hand held GPS observations or other comparable positioning techniques
 HO0361.and have an estimated accuracy of +/- 3 meters.
 HO0361
 HO0361.The orthometric height was determined by differential leveling and
 HO0361.adjusted by the NATIONAL GEODETIC SURVEY
 HO0361.in June 1991.
 HO0361
 HO0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0361.GEOID18 height accuracy estimate available here.
 HO0361
 HO0361.Click photographs - Photos may exist for this station.
 HO0361
 HO0361.The dynamic height is computed by dividing the NAVD 88
 HO0361.geopotential number by the normal gravity value computed on the
 HO0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0361.degrees latitude (g = 980.6199 gals.).
 HO0361
 HO0361.The modeled gravity was interpolated from observed gravity values.
 HO0361
 HO0361.The observed gravity was obtained from relative gravimeter ties
 HO0361.to the IGSN71 gravity network.
 HO0361
 HO0361;                    North         East    Units  Estimated Accuracy
 HO0361;SPC UT S     - 3,053,967.2     308,622.4     MT  (+/- 3 meters HH1 GPS) 
 HO0361
 HO0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG6425112931(NAD 83)
 HO0361
 HO0361                          SUPERSEDED SURVEY CONTROL
 HO0361
 HO0361.No superseded survey control is available for this station.
 HO0361
 HO0361_MARKER: DV = VERTICAL CONTROL DISK
 HO0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HO0361_SP_SET: FOUNDATION
 HO0361_STAMPING: C 365 1982
 HO0361_MARK LOGO: NGS
 HO0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0361+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2008
 HO0361
 HO0361  HISTORY     - Date     Condition        Report By
 HO0361  HISTORY     - 1982     MONUMENTED       NGS
 HO0361  HISTORY     - 20080419 GOOD             GEOCAC
 HO0361  HISTORY     - 20120130 GOOD             GEOCAC
 HO0361
 HO0361                          STATION DESCRIPTION
 HO0361
 HO0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0361'IN SANTA CLARA.
 HO0361'IN SANTA CLARA, VERTICALLY IN THE SOUTH FACE AT THE SOUTHEAST CORNER
 HO0361'OF THE CONCRETE FOUNDATION FOR THE CHURCH OF LATTER DAY SAINTS TEMPLE,
 HO0361'11.9 METERS (39 FT) NORTH OF THE NORTH CURB OF SANTA CLARA DRIVE, 0.35
 HO0361'METER (1.2 FT) ABOVE THE GROUND.
 HO0361'THE MARK IS 0.3 M ABOVE SANTA CLARA DRIVE.
 HO0361
 HO0361                          STATION RECOVERY (2008)
 HO0361
 HO0361'RECOVERY NOTE BY GEOCACHING 2008 (DEL)
 HO0361'RECOVERED IN GOOD CONDITION.
 HO0361
 HO0361                          STATION RECOVERY (2012)
 HO0361
 HO0361'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 HO0361'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0400 ***********************************************************************
 HO0400  DESIGNATION -  C 366
 HO0400  PID         -  HO0400
 HO0400  STATE/COUNTY-  UT/WASHINGTON
 HO0400  COUNTRY     -  US
 HO0400  USGS QUAD   -  HURRICANE (2017)
 HO0400
 HO0400                         *CURRENT SURVEY CONTROL
 HO0400  ______________________________________________________________________
 HO0400* NAD 83(1986) POSITION- 37 13 15.12   (N) 113 15 04.16   (W)   HD_HELD1
 HO0400* NAVD 88 ORTHO HEIGHT -  1141.264 (meters)     3744.30  (feet) ADJUSTED
 HO0400  ______________________________________________________________________
 HO0400  GEOID HEIGHT    -        -23.387 (meters)                     GEOID18
 HO0400  DYNAMIC HEIGHT  -       1140.044 (meters)     3740.29  (feet) COMP
 HO0400  MODELED GRAVITY -    979,522.6   (mgal)                       NAVD 88
 HO0400
 HO0400  VERT ORDER      -  FIRST     CLASS II
 HO0400
 HO0400.The horizontal coordinates were determined by differentially corrected
 HO0400.hand held GPS observations or other comparable positioning techniques
 HO0400.and have an estimated accuracy of +/- 3 meters.
 HO0400
 HO0400.The orthometric height was determined by differential leveling and
 HO0400.adjusted by the NATIONAL GEODETIC SURVEY
 HO0400.in June 1991.
 HO0400
 HO0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0400.GEOID18 height accuracy estimate available here.
 HO0400
 HO0400.Click photographs - Photos may exist for this station.
 HO0400
 HO0400.The dynamic height is computed by dividing the NAVD 88
 HO0400.geopotential number by the normal gravity value computed on the
 HO0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0400.degrees latitude (g = 980.6199 gals.).
 HO0400
 HO0400.The modeled gravity was interpolated from observed gravity values.
 HO0400
 HO0400;                    North         East    Units  Estimated Accuracy
 HO0400;SPC UT S     - 3,062,962.2     344,587.9     MT  (+/- 3 meters HH1 GPS) 
 HO0400
 HO0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG0026721748(NAD 83)
 HO0400
 HO0400                          SUPERSEDED SURVEY CONTROL
 HO0400
 HO0400.No superseded survey control is available for this station.
 HO0400
 HO0400_MARKER: I = METAL ROD
 HO0400_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0400_STAMPING: C 366 1982
 HO0400_MARK LOGO: NGS
 HO0400_PROJECTION: FLUSH
 HO0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0400_ROD/PIPE-DEPTH: 1.5 meters
 HO0400
 HO0400  HISTORY     - Date     Condition        Report By
 HO0400  HISTORY     - 1982     MONUMENTED       NGS
 HO0400
 HO0400                          STATION DESCRIPTION
 HO0400
 HO0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0400'3.6 KM (2.2 MI) EAST FROM LA VERKIN.
 HO0400'3.6 KM (2.25 MI) EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 HO0400'HIGHWAY 17 IN LA VERKIN, 0.6 KM (0.4 MI) SOUTH OF MILEPOST 14, AT THE
 HO0400'CREST OF A HIGHWAY GRADE, 21.6 METERS (71 FT) WEST OF THE HIGHWAY
 HO0400'CENTERLINE, 35.9 METERS (118 FT) SOUTH OF AN EASTBOUND HIGHWAY CURVE
 HO0400'SIGN.
 HO0400'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 HO0400'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0424 ***********************************************************************
 HO0424  DESIGNATION -  C 367
 HO0424  PID         -  HO0424
 HO0424  STATE/COUNTY-  UT/KANE
 HO0424  COUNTRY     -  US
 HO0424  USGS QUAD   -  THE BARRACKS (2017)
 HO0424
 HO0424                         *CURRENT SURVEY CONTROL
 HO0424  ______________________________________________________________________
 HO0424* NAD 83(1986) POSITION- 37 14 10.74   (N) 112 51 34.50   (W)   HD_HELD1
 HO0424* NAVD 88 ORTHO HEIGHT -  1773.793 (meters)     5819.52  (feet) ADJUSTED
 HO0424  ______________________________________________________________________
 HO0424  GEOID HEIGHT    -        -22.038 (meters)                     GEOID18
 HO0424  DYNAMIC HEIGHT  -       1771.673 (meters)     5812.56  (feet) COMP
 HO0424  MODELED GRAVITY -    979,372.5   (mgal)                       NAVD 88
 HO0424
 HO0424  VERT ORDER      -  FIRST     CLASS II
 HO0424
 HO0424.The horizontal coordinates were determined by differentially corrected
 HO0424.hand held GPS observations or other comparable positioning techniques
 HO0424.and have an estimated accuracy of +/- 3 meters.
 HO0424
 HO0424.The orthometric height was determined by differential leveling and
 HO0424.adjusted by the NATIONAL GEODETIC SURVEY
 HO0424.in June 1991.
 HO0424
 HO0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0424.GEOID18 height accuracy estimate available here.
 HO0424
 HO0424.Click photographs - Photos may exist for this station.
 HO0424
 HO0424.The dynamic height is computed by dividing the NAVD 88
 HO0424.geopotential number by the normal gravity value computed on the
 HO0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0424.degrees latitude (g = 980.6199 gals.).
 HO0424
 HO0424.The modeled gravity was interpolated from observed gravity values.
 HO0424
 HO0424;                    North         East    Units  Estimated Accuracy
 HO0424;SPC UT S     - 3,064,098.7     379,361.4     MT  (+/- 3 meters HH1 GPS) 
 HO0424
 HO0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG3504722708(NAD 83)
 HO0424
 HO0424                          SUPERSEDED SURVEY CONTROL
 HO0424
 HO0424.No superseded survey control is available for this station.
 HO0424
 HO0424_MARKER: DV = VERTICAL CONTROL DISK
 HO0424_SETTING: 66 = SET IN ROCK OUTCROP
 HO0424_STAMPING: C 367 1983
 HO0424_MARK LOGO: NGS
 HO0424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0424+STABILITY: POSITION/ELEVATION WELL
 HO0424
 HO0424  HISTORY     - Date     Condition        Report By
 HO0424  HISTORY     - 1983     MONUMENTED       NGS
 HO0424
 HO0424                          STATION DESCRIPTION
 HO0424
 HO0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0424'21.4 KM (13.4 MI) EAST FROM SPRINGDALE.
 HO0424'21.45 KM (13.4 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF
 HO0424'LATTER DAY SAINTS IN SPRINGDALE, IN TOP OF A SMALL SHELF OF SANDSTONE
 HO0424'IN THE EAST END OF A SANDSTONE BEDROCK CUT, 0.6 KM (0.4 MI) WEST OF
 HO0424'MILEPOST 45, 0.45 KM (0.3 MI) EAST OF THE ZION NATIONAL PARK BOUNDARY,
 HO0424'6.5 METERS (21.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 52.7 METERS
 HO0424'(173 FT) WEST OF THE NORTH END OF A 24-INCH CORRUGATED METAL PIPE
 HO0424'CULVERT.
 HO0424'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 HO0424'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0448 ***********************************************************************
 HO0448  DESIGNATION -  C 368
 HO0448  PID         -  HO0448
 HO0448  STATE/COUNTY-  UT/KANE
 HO0448  COUNTRY     -  US
 HO0448  USGS QUAD   -  WHITE TOWER (2017)
 HO0448
 HO0448                         *CURRENT SURVEY CONTROL
 HO0448  ______________________________________________________________________
 HO0448* NAD 83(1986) POSITION- 37 07 42.0    (N) 112 33 53.2    (W)   HD_HELD2
 HO0448* NAVD 88 ORTHO HEIGHT -  1635.398 (meters)     5365.47  (feet) ADJUSTED
 HO0448  ______________________________________________________________________
 HO0448  GEOID HEIGHT    -        -21.903 (meters)                     GEOID18
 HO0448  DYNAMIC HEIGHT  -       1633.496 (meters)     5359.23  (feet) COMP
 HO0448  MODELED GRAVITY -    979,409.8   (mgal)                       NAVD 88
 HO0448
 HO0448  VERT ORDER      -  FIRST     CLASS II
 HO0448
 HO0448.The horizontal coordinates were established by autonomous hand held GPS
 HO0448.observations and have an estimated accuracy of +/- 10 meters.
 HO0448
 HO0448.The orthometric height was determined by differential leveling and
 HO0448.adjusted by the NATIONAL GEODETIC SURVEY
 HO0448.in June 1991.
 HO0448
 HO0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0448.GEOID18 height accuracy estimate available here.
 HO0448
 HO0448.Click photographs - Photos may exist for this station.
 HO0448
 HO0448.The dynamic height is computed by dividing the NAVD 88
 HO0448.geopotential number by the normal gravity value computed on the
 HO0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0448.degrees latitude (g = 980.6199 gals.).
 HO0448
 HO0448.The modeled gravity was interpolated from observed gravity values.
 HO0448
 HO0448;                    North         East    Units  Estimated Accuracy
 HO0448;SPC UT S     - 3,051,776.      405,382.      MT  (+/- 10 meters HH2 GPS)
 HO0448
 HO0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG6100110254(NAD 83)
 HO0448
 HO0448                          SUPERSEDED SURVEY CONTROL
 HO0448
 HO0448.No superseded survey control is available for this station.
 HO0448
 HO0448_MARKER: DV = VERTICAL CONTROL DISK
 HO0448_SETTING: 66 = SET IN ROCK OUTCROP
 HO0448_STAMPING: C 368 1983
 HO0448_MARK LOGO: NGS
 HO0448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0448+STABILITY: POSITION/ELEVATION WELL
 HO0448
 HO0448  HISTORY     - Date     Condition        Report By
 HO0448  HISTORY     - 1983     MONUMENTED       NGS
 HO0448
 HO0448                          STATION DESCRIPTION
 HO0448
 HO0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0448'10.1 KM (6.3 MI) NORTH FROM KANAB.
 HO0448'10.15 KM (6.35 MI) NORTH ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER
 HO0448'DAY SAINTS IN KANAB, IN TOP OF THE SOUTH END OF A 1- BY 3-FOOT FLAT
 HO0448'TOP SHELF OF SANDSTONE IN THE NORTH END OF A SANDSTONE BEDROCK CUT,
 HO0448'0.4 KM (0.25 MI) SOUTH OF THE SOUTH END OF THE SOUTH ONE OF THREE
 HO0448'SMALL LAKES, 16.0 METERS (52.5 FT) SOUTH OF MILEPOST 71, 12.8 METERS
 HO0448'(42.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 37.6 METERS (123.5 FT)
 HO0448'SOUTH-SOUTHEAST ACROSS THE HIGHWAY FROM THE SOUTH END OF A SHORT STEEL
 HO0448'GUARDRAIL.
 HO0448'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 HO0448'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0399 ***********************************************************************
 JO0399  DESIGNATION -  C 369
 JO0399  PID         -  JO0399
 JO0399  STATE/COUNTY-  UT/BEAVER
 JO0399  COUNTRY     -  US
 JO0399  USGS QUAD   -  MINERSVILLE (2017)
 JO0399
 JO0399                         *CURRENT SURVEY CONTROL
 JO0399  ______________________________________________________________________
 JO0399* NAD 83(1986) POSITION- 38 09 45.     (N) 112 57 20.     (W)   SCALED
 JO0399* NAVD 88 ORTHO HEIGHT -  1687.031 (meters)     5534.87  (feet) ADJUSTED
 JO0399  ______________________________________________________________________
 JO0399  GEOID HEIGHT    -        -20.972 (meters)                     GEOID18
 JO0399  DYNAMIC HEIGHT  -       1685.183 (meters)     5528.80  (feet) COMP
 JO0399  MODELED GRAVITY -    979,474.1   (mgal)                       NAVD 88
 JO0399  OBS GRAVITY     -    979,478.0   (mgal)                       GRAV_OBS
 JO0399
 JO0399  VERT ORDER      -  FIRST     CLASS II
 JO0399
 JO0399.The horizontal coordinates were scaled from a map and have
 JO0399.an estimated accuracy of +/- 6 seconds.
 JO0399
 JO0399.The orthometric height was determined by differential leveling and
 JO0399.adjusted by the NATIONAL GEODETIC SURVEY
 JO0399.in June 1991.
 JO0399
 JO0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0399.GEOID18 height accuracy estimate available here.
 JO0399
 JO0399.Click photographs - Photos may exist for this station.
 JO0399
 JO0399.The dynamic height is computed by dividing the NAVD 88
 JO0399.geopotential number by the normal gravity value computed on the
 JO0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0399.degrees latitude (g = 980.6199 gals.).
 JO0399
 JO0399.The modeled gravity was interpolated from observed gravity values.
 JO0399
 JO0399.The observed gravity was obtained from relative gravimeter ties
 JO0399.to the IGSN71 gravity network.
 JO0399
 JO0399;                    North         East    Units  Estimated Accuracy
 JO0399;SPC UT S     - 3,167,010.      372,450.      MT  (+/- 180 meters Scaled)
 JO0399
 JO0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH286256(NAD 83)
 JO0399
 JO0399                          SUPERSEDED SURVEY CONTROL
 JO0399
 JO0399.No superseded survey control is available for this station.
 JO0399
 JO0399_MARKER: I = METAL ROD
 JO0399_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JO0399+WITH SETTING: INFORMATION.
 JO0399_STAMPING: C 369 1984
 JO0399_MARK LOGO: NGS
 JO0399_PROJECTION: FLUSH
 JO0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0399_ROD/PIPE-DEPTH: 2.4 meters
 JO0399
 JO0399  HISTORY     - Date     Condition        Report By
 JO0399  HISTORY     - 1984     MONUMENTED       NGS
 JO0399
 JO0399                          STATION DESCRIPTION
 JO0399
 JO0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0399'6.6 KM (4.1 MI) SOUTH FROM MINERSVILLE.
 JO0399'6.55 KM (4.07 MI) SOUTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 JO0399'AT MINERSVILLE, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A TRACK
 JO0399'ROAD LEADING EAST, 0.09 KM (0.05 MI) SOUTHWEST OF MILEPOST 38,
 JO0399'29.9 METERS (98 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 4.4 METERS
 JO0399'(14 FT) NORTHEAST OF THE NORTHEAST GATE POST FOR A WIRE GATE AND
 JO0399'1.0 METER (3.3 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 JO0399'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 JO0399'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0272 ***********************************************************************
 KN0272  DESIGNATION -  C 37
 KN0272  PID         -  KN0272
 KN0272  STATE/COUNTY-  UT/SANPETE
 KN0272  COUNTRY     -  US
 KN0272  USGS QUAD   -  REDMOND (2017)
 KN0272
 KN0272                         *CURRENT SURVEY CONTROL
 KN0272  ______________________________________________________________________
 KN0272* NAD 83(1986) POSITION- 39 05 03.     (N) 111 48 44.     (W)   SCALED
 KN0272* NAVD 88 ORTHO HEIGHT -  1566.761 (meters)     5140.28  (feet) ADJUSTED
 KN0272  ______________________________________________________________________
 KN0272  GEOID HEIGHT    -        -18.467 (meters)                     GEOID18
 KN0272  DYNAMIC HEIGHT  -       1565.151 (meters)     5135.00  (feet) COMP
 KN0272  MODELED GRAVITY -    979,545.3   (mgal)                       NAVD 88
 KN0272
 KN0272  VERT ORDER      -  SECOND    CLASS 0
 KN0272
 KN0272.The horizontal coordinates were scaled from a map and have
 KN0272.an estimated accuracy of +/- 6 seconds.
 KN0272
 KN0272.The orthometric height was determined by differential leveling and
 KN0272.adjusted by the NATIONAL GEODETIC SURVEY
 KN0272.in June 1991.
 KN0272
 KN0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0272.GEOID18 height accuracy estimate available here.
 KN0272
 KN0272.Click photographs - Photos may exist for this station.
 KN0272
 KN0272.The dynamic height is computed by dividing the NAVD 88
 KN0272.geopotential number by the normal gravity value computed on the
 KN0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0272.degrees latitude (g = 980.6199 gals.).
 KN0272
 KN0272.The modeled gravity was interpolated from observed gravity values.
 KN0272
 KN0272;                    North         East    Units  Estimated Accuracy
 KN0272;SPC UT C     - 2,083,410.      472,990.      MT  (+/- 180 meters Scaled)
 KN0272
 KN0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ297264(NAD 83)
 KN0272
 KN0272                          SUPERSEDED SURVEY CONTROL
 KN0272
 KN0272  NGVD 29 (??/??/92) 1565.599  (m)         5136.47   (f) ADJ UNCH    2 0
 KN0272
 KN0272.Superseded values are not recommended for survey control.
 KN0272
 KN0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0272.See file dsdata.pdf to determine how the superseded data were derived.
 KN0272
 KN0272_MARKER: DB = BENCH MARK DISK
 KN0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0272_STAMPING: C 37 1934
 KN0272_MARK LOGO: CGS
 KN0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0272+STABILITY: SURFACE MOTION
 KN0272
 KN0272  HISTORY     - Date     Condition        Report By
 KN0272  HISTORY     - 1934     MONUMENTED       CGS
 KN0272  HISTORY     - 20101210 MARK NOT FOUND   GEOCAC
 KN0272
 KN0272                          STATION DESCRIPTION
 KN0272
 KN0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0272'4.1 MI S FROM GUNNISON.
 KN0272'ABOUT 4.1 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0272'FROM THE STATION AT GUNNISON, SANPETE COUNTY, ABOUT 144 FEET SOUTH OF
 KN0272'MILEPOST 77, 31 FEET SOUTH OF AN EAST-AND-WEST ROAD, AND 51 FEET EAST
 KN0272'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED C 37 1934
 KN0272'AND SET IN THE TOP OF A CONCRETE POST.
 KN0272
 KN0272                          STATION RECOVERY (2010)
 KN0272
 KN0272'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 KN0272'LOCATION IS IN A CULTIVATED FIELD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0528 ***********************************************************************
 MR0528  DESIGNATION -  C 370
 MR0528  PID         -  MR0528
 MR0528  STATE/COUNTY-  UT/WEBER
 MR0528  COUNTRY     -  US
 MR0528  USGS QUAD   -  OGDEN (2017)
 MR0528
 MR0528                         *CURRENT SURVEY CONTROL
 MR0528  ______________________________________________________________________
 MR0528* NAD 83(1986) POSITION- 41 09 26.     (N) 111 59 02.     (W)   SCALED
 MR0528* NAVD 88 ORTHO HEIGHT -  1342.607 (meters)     4404.87  (feet) ADJUSTED
 MR0528  ______________________________________________________________________
 MR0528  GEOID HEIGHT    -        -16.787 (meters)                     GEOID18
 MR0528  DYNAMIC HEIGHT  -       1341.558 (meters)     4401.43  (feet) COMP
 MR0528  MODELED GRAVITY -    979,797.5   (mgal)                       NAVD 88
 MR0528
 MR0528  VERT ORDER      -  FIRST     CLASS II
 MR0528
 MR0528.The horizontal coordinates were scaled from a map and have
 MR0528.an estimated accuracy of +/- 6 seconds.
 MR0528
 MR0528.The orthometric height was determined by differential leveling and
 MR0528.adjusted by the NATIONAL GEODETIC SURVEY
 MR0528.in June 1991.
 MR0528
 MR0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0528.GEOID18 height accuracy estimate available here.
 MR0528
 MR0528.Click photographs - Photos may exist for this station.
 MR0528
 MR0528.The dynamic height is computed by dividing the NAVD 88
 MR0528.geopotential number by the normal gravity value computed on the
 MR0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0528.degrees latitude (g = 980.6199 gals.).
 MR0528
 MR0528.The modeled gravity was interpolated from observed gravity values.
 MR0528
 MR0528;                    North         East    Units  Estimated Accuracy
 MR0528;SPC UT N     - 1,091,610.      459,390.      MT  (+/- 180 meters Scaled)
 MR0528
 MR0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL174566(NAD 83)
 MR0528
 MR0528                          SUPERSEDED SURVEY CONTROL
 MR0528
 MR0528  NGVD 29 (06/08/92) 1341.579  (m)         4401.50   (f) ADJUSTED    1 2
 MR0528
 MR0528.Superseded values are not recommended for survey control.
 MR0528
 MR0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0528.See file dsdata.pdf to determine how the superseded data were derived.
 MR0528
 MR0528_MARKER: I = METAL ROD
 MR0528_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0528_STAMPING: C 370 1983
 MR0528_MARK LOGO: NGS
 MR0528_PROJECTION: FLUSH
 MR0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0528_ROD/PIPE-DEPTH: 12.2 meters
 MR0528
 MR0528  HISTORY     - Date     Condition        Report By
 MR0528  HISTORY     - 1983     MONUMENTED       NGS
 MR0528
 MR0528                          STATION DESCRIPTION
 MR0528
 MR0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0528'7.7 KM (4.8 MI) SE FROM OGDEN.
 MR0528'7.7 KM (4.8 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0528'STATION IN OGDEN, 0.2 KM (0.1 MI) SOUTHEAST OF MILEPOST 998, 10.7
 MR0528'METERS (35.1 FT) NORTH OF THE NEAR RAIL, 7.6 METERS (24.9 FT) WEST OF
 MR0528'THE CENTER OF A FIELD ENTRANCE AND 2.5 METERS (8.2 FT) NORTH OF A
 MR0528'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 MR0528'CAP.
 MR0528'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 MR0528'THE MARK IS 1.0 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0577 ***********************************************************************
 MR0577  DESIGNATION -  C 371
 MR0577  PID         -  MR0577
 MR0577  STATE/COUNTY-  UT/SUMMIT
 MR0577  COUNTRY     -  US
 MR0577  USGS QUAD   -  SHEARING CORRAL (2017)
 MR0577
 MR0577                         *CURRENT SURVEY CONTROL
 MR0577  ______________________________________________________________________
 MR0577* NAD 83(2011) POSITION- 41 07 57.15715(N) 111 09 26.67079(W)   NO CHECK
 MR0577* NAD 83(2011) ELLIP HT-  1914.220 (meters)        (06/27/12)   NO CHECK
 MR0577* NAD 83(2011) EPOCH   -  2010.00
 MR0577* NAVD 88 ORTHO HEIGHT -  1929.646 (meters)     6330.85  (feet) ADJUSTED
 MR0577  ______________________________________________________________________
 MR0577  GEOID HEIGHT    -        -15.413 (meters)                     GEOID18
 MR0577  NAD 83(2011) X  - -1,736,932.990 (meters)                     COMP
 MR0577  NAD 83(2011) Y  - -4,487,972.954 (meters)                     COMP
 MR0577  NAD 83(2011) Z  -  4,174,780.269 (meters)                     COMP
 MR0577  LAPLACE CORR    -          5.85  (seconds)                    DEFLEC18
 MR0577  DYNAMIC HEIGHT  -       1927.885 (meters)     6325.07  (feet) COMP
 MR0577  MODELED GRAVITY -    979,643.4   (mgal)                       NAVD 88
 MR0577
 MR0577  VERT ORDER      -  FIRST     CLASS II
 MR0577
 MR0577  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MR0577  Standards:
 MR0577         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MR0577            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MR0577  -------------------------------------------------------------------
 MR0577  NETWORK    0.67   1.82           0.31   0.22   0.93     -0.03236427
 MR0577  -------------------------------------------------------------------
 MR0577  Click here for local accuracies and other accuracy information.
 MR0577
 MR0577.The horizontal coordinates were established by GPS observations
 MR0577.and adjusted by the National Geodetic Survey in June 2012.
 MR0577
 MR0577.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MR0577.been affixed to the stable North American tectonic plate. See 
 MR0577.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MR0577
 MR0577.The horizontal coordinates are valid at the epoch date displayed above
 MR0577.which is a decimal equivalence of Year/Month/Day.
 MR0577
 MR0577.No horizontal observational check was made to the station.
 MR0577
 MR0577.The orthometric height was determined by differential leveling and
 MR0577.adjusted by the NATIONAL GEODETIC SURVEY
 MR0577.in June 1991.
 MR0577
 MR0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0577.GEOID18 height accuracy estimate available here.
 MR0577
 MR0577.Click photographs - Photos may exist for this station.
 MR0577
 MR0577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MR0577
 MR0577.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0577
 MR0577.The ellipsoidal height was determined by GPS observations
 MR0577.and is referenced to NAD 83.
 MR0577
 MR0577.The dynamic height is computed by dividing the NAVD 88
 MR0577.geopotential number by the normal gravity value computed on the
 MR0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0577.degrees latitude (g = 980.6199 gals.).
 MR0577
 MR0577.The modeled gravity was interpolated from observed gravity values.
 MR0577
 MR0577. The following values were computed from the NAD 83(2011) position.
 MR0577
 MR0577;                    North         East     Units Scale Factor Converg.
 MR0577;SPC UT N     - 1,088,808.493   528,764.921   MT  0.99995896   +0 13 33.2
 MR0577;SPC UT N     - 3,572,199.20  1,734,789.58   sFT  0.99995896   +0 13 33.2
 MR0577;UTM  12      - 4,553,482.772   486,788.253   MT  0.99960215   -0 06 12.8
 MR0577
 MR0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0577!SPC UT N     -   0.99969983  x   0.99995896  =   0.99965880
 MR0577!UTM  12      -   0.99969983  x   0.99960215  =   0.99930210
 MR0577
 MR0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL8678853482(NAD 83)
 MR0577
 MR0577                          SUPERSEDED SURVEY CONTROL
 MR0577
 MR0577  NAD 83(2007)-  41 07 57.15687(N)    111 09 26.67131(W) AD(2002.00) 2
 MR0577  ELLIP H (04/07/09) 1914.226  (m)                       GP(2002.00) 3 1
 MR0577  NAD 83(1994)-  41 07 57.15687(N)    111 09 26.67113(W) AD(       ) 2
 MR0577  ELLIP H (05/08/06) 1914.242  (m)                       GP(       ) 3 1
 MR0577  NAVD 88            1929.65   (m)         6330.9    (f) LEVELING    3  
 MR0577  NGVD 29 (06/08/92) 1928.382  (m)         6326.70   (f) ADJUSTED    1 2
 MR0577
 MR0577.Superseded values are not recommended for survey control.
 MR0577
 MR0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0577.See file dsdata.pdf to determine how the superseded data were derived.
 MR0577
 MR0577_MARKER: DB = BENCH MARK DISK
 MR0577_SETTING: 66 = SET IN ROCK OUTCROP
 MR0577_STAMPING: C 371 1983
 MR0577_MARK LOGO: NGS
 MR0577_MAGNETIC: N = NO MAGNETIC MATERIAL
 MR0577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0577+STABILITY: POSITION/ELEVATION WELL
 MR0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0577+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2006
 MR0577
 MR0577  HISTORY     - Date     Condition        Report By
 MR0577  HISTORY     - 1983     MONUMENTED       NGS
 MR0577  HISTORY     - 20060105 GOOD             WASHGP
 MR0577
 MR0577                          STATION DESCRIPTION
 MR0577
 MR0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0577'9.2 KM (5.7 MI) SW FROM WAHSATCH.
 MR0577'9.2 KM (5.7 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 80 FROM THE
 MR0577'UNION PACIFIC RAILROAD STATION IN WAHSATCH, IN THE CENTER OF A 24 BY
 MR0577'70 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.2 KM (0.1 MI) NORTHEAST
 MR0577'OF MILEPOST 187, 21.3 (69.9 FT) NORTHWEST OF THE CENTERLINE OF THE
 MR0577'WEST BOUND LANES OF THE HIGHWAY, 16.2 METERS (53.1 FT) SOUTHEAST OF A
 MR0577'FENCE, AND 6.1 METERS (20.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 MR0577'ROCK OUTCROP.
 MR0577'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 MR0577'THE MARK IS 3.7 M ABOVE THE HIGHWAY.
 MR0577
 MR0577                          STATION RECOVERY (2006)
 MR0577
 MR0577'RECOVERY NOTE BY WASHINGTON GROUP INTERNATIONAL INC 2006 (SFM)
 MR0577'DESCRIBED BY WASHINGTON GROUP INTERNATIONAL, INC. 2006 (SFM)
 MR0577'THE STATION IS LOCATED IN THE SE 1/4 S28,T5N,R7E, IN SUMMIT CO,
 MR0577'UT., 8.8 KM (5.5 MI), SOUTHWESTERLY ALONG I-80 FROM (EXIT 191)
 MR0577'WAHSATCH, UT.
 MR0577'
 MR0577'OWNERSHIP--UTAH DEPARTMENT OF TRANSPORTATION
 MR0577'TO REACH FROM THE JUNCTION OF INTERSTATE 80 (OVERPASS AT EXIT NO. 3)
 MR0577'WITH U.S. 189 BUSINESS ROUTE (BEING ALSO NAMED INTERSTATE 80
 MR0577'BUSINESS ROUTE AND ALSO BEING NAMED HARRISON DRIVE) IN EVANSTON, WY.,
 MR0577'GO SOUTHWESTERLY ALONG INTERSTATE 80 5.1 KM (3.2 MI) TO THE WY PORT
 MR0577'OF ENTRY, CONTINUE SOUTHWESTERLY ALONG INTERSTATE 80, 8.9 KM (5.5 MI)
 MR0577'TO EXIT 191 (WAHSATCH EXIT), CONTINUE SOUTHWESTERLY ALONG INTERSTATE
 MR0577'80 6.3 KM (3.9 MI) TO EXIT 187 (RANCH EXIT), CONTINUE SOUTHWESTERLY
 MR0577'ALONG INTERSTATE 80, 2.6 KM (1.6 MI) TO APPROXIMATE MILE POST 186.1
 MR0577'AND TO MARK ON THE RIGHT.
 MR0577'
 MR0577'THE MARK IS A 8.9 CM (3.5 INCH) BRASS BM DISK STAMPED--C 371 1983--,
 MR0577'SET FLUSH IN A 6.1 M (20.O FT) BY 18.3 M (60.0 FT) OUTCROP, MARK IS
 MR0577'21.O M (69 FT) NORTHWESTERLY FROM CENTER OF WESTBOUND I-80, 16.2 M
 MR0577'(53.0 FT) SOUTHEASTERLY FROM THE NORTWESTERLY I-80 BARBED-WOVEN
 MR0577'RIGHT OF WAY FENCE, 20. M (6.5 FT) NORTHWESTERLY FROM THE
 MR0577'SOUTHWESTERLY END OF SAID ROCK OUTCROP, 1.5 M (5.0 FT) WESTERLY FROM
 MR0577'THE EASTERLY EDGE OF SAID OUTCROP, 0.2 M (0.7 FT) NORTWESTERLY FROM A
 MR0577'CARSONITE WITNESS POST AND 3.7 M (12.0 FT) ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0469 ***********************************************************************
 MS0469  DESIGNATION -  C 372
 MS0469  PID         -  MS0469
 MS0469  STATE/COUNTY-  UT/WEBER
 MS0469  COUNTRY     -  US
 MS0469  USGS QUAD   -  ROY (2017)
 MS0469
 MS0469                         *CURRENT SURVEY CONTROL
 MS0469  ______________________________________________________________________
 MS0469* NAD 83(1986) POSITION- 41 09 45.74   (N) 112 02 59.60   (W)   HD_HELD1
 MS0469* NAVD 88 ORTHO HEIGHT -  1334.785 (meters)     4379.21  (feet) ADJUSTED
 MS0469  ______________________________________________________________________
 MS0469  GEOID HEIGHT    -        -17.007 (meters)                     GEOID18
 MS0469  DYNAMIC HEIGHT  -       1333.759 (meters)     4375.84  (feet) COMP
 MS0469  MODELED GRAVITY -    979,810.2   (mgal)                       NAVD 88
 MS0469
 MS0469  VERT ORDER      -  FIRST     CLASS II
 MS0469
 MS0469.The horizontal coordinates were determined by differentially corrected
 MS0469.hand held GPS observations or other comparable positioning techniques
 MS0469.and have an estimated accuracy of +/- 3 meters.
 MS0469
 MS0469.The orthometric height was determined by differential leveling and
 MS0469.adjusted by the NATIONAL GEODETIC SURVEY
 MS0469.in June 1991.
 MS0469
 MS0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0469.GEOID18 height accuracy estimate available here.
 MS0469
 MS0469.Click photographs - Photos may exist for this station.
 MS0469
 MS0469.The dynamic height is computed by dividing the NAVD 88
 MS0469.geopotential number by the normal gravity value computed on the
 MS0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0469.degrees latitude (g = 980.6199 gals.).
 MS0469
 MS0469.The modeled gravity was interpolated from observed gravity values.
 MS0469
 MS0469;                    North         East    Units  Estimated Accuracy
 MS0469;SPC UT N     - 1,092,247.4     453,851.2     MT  (+/- 3 meters HH1 GPS) 
 MS0469
 MS0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1191957350(NAD 83)
 MS0469
 MS0469                          SUPERSEDED SURVEY CONTROL
 MS0469
 MS0469.No superseded survey control is available for this station.
 MS0469
 MS0469_MARKER: DV = VERTICAL CONTROL DISK
 MS0469_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MS0469_SP_SET: FOUNDATION
 MS0469_STAMPING: C 372 1983
 MS0469_MARK LOGO: NGS
 MS0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0469+STABILITY: SURFACE MOTION
 MS0469
 MS0469  HISTORY     - Date     Condition        Report By
 MS0469  HISTORY     - 1983     MONUMENTED       NGS
 MS0469
 MS0469                          STATION DESCRIPTION
 MS0469
 MS0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MS0469'IN ROY.
 MS0469'IN ROY, AT 2888 WEST 5600 SOUTH STREET, SET VERTICALLY IN THE
 MS0469'NORTHWEST FACE OF THE CONCRETE FOUNDATION OF THE NEW ROY ELEMENTARY
 MS0469'SCHOOL, 114.0 METERS (374.0 FT) SOUTH OF BM B 372, 1.9 METERS (6.2 FT)
 MS0469'NORTHWEST OF THE CENTER OF THE SOUTHWEST ENTRANCE, AND 0.3 METERS (1.0
 MS0469'FT) NORTHEAST OF THE SOUTH CORNER OF THE BUILDING.
 MS0469'THE MARK IS 0.4 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0367 ***********************************************************************
 HM0367  DESIGNATION -  C 373
 HM0367  PID         -  HM0367
 HM0367  STATE/COUNTY-  UT/SAN JUAN
 HM0367  COUNTRY     -  US
 HM0367  USGS QUAD   -  BLUFF SW (2017)
 HM0367
 HM0367                         *CURRENT SURVEY CONTROL
 HM0367  ______________________________________________________________________
 HM0367* NAD 83(1986) POSITION- 37 16 46.3    (N) 109 42 15.9    (W)   HD_HELD2
 HM0367* NAVD 88 ORTHO HEIGHT -  1510.663 (meters)     4956.23  (feet) ADJUSTED
 HM0367  ______________________________________________________________________
 HM0367  GEOID HEIGHT    -        -20.684 (meters)                     GEOID18
 HM0367  DYNAMIC HEIGHT  -       1509.005 (meters)     4950.79  (feet) COMP
 HM0367  MODELED GRAVITY -    979,479.7   (mgal)                       NAVD 88
 HM0367
 HM0367  VERT ORDER      -  FIRST     CLASS II
 HM0367
 HM0367.The horizontal coordinates were established by autonomous hand held GPS
 HM0367.observations and have an estimated accuracy of +/- 10 meters.
 HM0367
 HM0367.The orthometric height was determined by differential leveling and
 HM0367.adjusted by the NATIONAL GEODETIC SURVEY
 HM0367.in June 1991.
 HM0367
 HM0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0367.GEOID18 height accuracy estimate available here.
 HM0367
 HM0367.Click photographs - Photos may exist for this station.
 HM0367
 HM0367.The dynamic height is computed by dividing the NAVD 88
 HM0367.geopotential number by the normal gravity value computed on the
 HM0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0367.degrees latitude (g = 980.6199 gals.).
 HM0367
 HM0367.The modeled gravity was interpolated from observed gravity values.
 HM0367
 HM0367;                    North         East    Units  Estimated Accuracy
 HM0367;SPC UT S     - 3,069,546.      659,229.      MT  (+/- 10 meters HH2 GPS)
 HM0367
 HM0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG1485526668(NAD 83)
 HM0367
 HM0367                          SUPERSEDED SURVEY CONTROL
 HM0367
 HM0367.No superseded survey control is available for this station.
 HM0367
 HM0367_MARKER: DV = VERTICAL CONTROL DISK
 HM0367_SETTING: 66 = SET IN ROCK OUTCROP
 HM0367_STAMPING: C 373 1983
 HM0367_MARK LOGO: NGS
 HM0367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0367+STABILITY: POSITION/ELEVATION WELL
 HM0367
 HM0367  HISTORY     - Date     Condition        Report By
 HM0367  HISTORY     - 1983     MONUMENTED       NGS
 HM0367
 HM0367                          STATION DESCRIPTION
 HM0367
 HM0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0367'15.2 KM (9.45 MI) SW FROM BLUFF.
 HM0367'15.2 KM (9.45 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0367'OFFICE IN BLUFF, 1.3 KM (0.8 MI) NORTHEAST OF A POWER LINE CROSSING,
 HM0367'0.2 KM (0.1 MI) SOUTHWEST OF MILEPOST 36, IN AN EXPOSED AREA OF
 HM0367'BEDROCK NEAR THE SOUTHWEST END OF A HIGHWAY CUT, 19.0 METERS (62.3 FT)
 HM0367'NORTHEAST OF THE SOUTH END OF A 24-INCH METAL CULVERT, 18.5 METERS
 HM0367'(60.7 FT) NORTHEAST OF THE SOUTHWEST END OF A HIGHWAY CUT, AND
 HM0367'9.5 METERS (31.2 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 HM0367'THE MARK IS 0.2 METERS  NE FROM A WITNESS POST.
 HM0367'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0684 ***********************************************************************
 HN0684  DESIGNATION -  C 374
 HN0684  PID         -  HN0684
 HN0684  STATE/COUNTY-  UT/SAN JUAN
 HN0684  COUNTRY     -  US
 HN0684  USGS QUAD   -  MONUMENT PASS (2017)
 HN0684
 HN0684                         *CURRENT SURVEY CONTROL
 HN0684  ______________________________________________________________________
 HN0684* NAD 83(1986) POSITION- 37 03 03.     (N) 110 05 26.     (W)   SCALED
 HN0684* NAVD 88 ORTHO HEIGHT -  1724.410 (meters)     5657.50  (feet) ADJUSTED
 HN0684  ______________________________________________________________________
 HN0684  GEOID HEIGHT    -        -21.039 (meters)                     GEOID18
 HN0684  DYNAMIC HEIGHT  -       1722.356 (meters)     5650.76  (feet) COMP
 HN0684  MODELED GRAVITY -    979,378.7   (mgal)                       NAVD 88
 HN0684
 HN0684  VERT ORDER      -  FIRST     CLASS II
 HN0684
 HN0684.The horizontal coordinates were scaled from a map and have
 HN0684.an estimated accuracy of +/- 6 seconds.
 HN0684
 HN0684.The orthometric height was determined by differential leveling and
 HN0684.adjusted by the NATIONAL GEODETIC SURVEY
 HN0684.in June 1991.
 HN0684
 HN0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0684.GEOID18 height accuracy estimate available here.
 HN0684
 HN0684.Click photographs - Photos may exist for this station.
 HN0684
 HN0684.The dynamic height is computed by dividing the NAVD 88
 HN0684.geopotential number by the normal gravity value computed on the
 HN0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0684.degrees latitude (g = 980.6199 gals.).
 HN0684
 HN0684.The modeled gravity was interpolated from observed gravity values.
 HN0684
 HN0684;                    North         East    Units  Estimated Accuracy
 HN0684;SPC UT S     - 3,043,580.      625,370.      MT  (+/- 180 meters Scaled)
 HN0684
 HN0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG808008(NAD 83)
 HN0684
 HN0684                          SUPERSEDED SURVEY CONTROL
 HN0684
 HN0684.No superseded survey control is available for this station.
 HN0684
 HN0684_MARKER: DV = VERTICAL CONTROL DISK
 HN0684_SETTING: 66 = SET IN ROCK OUTCROP
 HN0684_STAMPING: C 374 1983
 HN0684_MARK LOGO: NGS
 HN0684_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0684+STABILITY: POSITION/ELEVATION WELL
 HN0684
 HN0684  HISTORY     - Date     Condition        Report By
 HN0684  HISTORY     - 1983     MONUMENTED       NGS
 HN0684
 HN0684                          STATION DESCRIPTION
 HN0684
 HN0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HN0684'24.4 KM (15.15 MI) SW FROM MEXICAN HAT.
 HN0684'24.4 KM (15.15 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HN0684'OFFICE IN MEXICAN HAT, 0.4 KM (0.25 MI) NORTHEAST OF MILEPOST 6,
 HN0684'0.2 KM (0.1 MI) SOUTHWEST OF A PAVED ROAD LEADING NORTH, IN THE CENTER
 HN0684'OF A 4- BY 6-FOOT EXPOSED AREA OF BEDROCK AT THE NORTHEAST END OF A
 HN0684'HIGHWAY CUT, 14.8 METERS (48.6 FT) SOUTHEAST OF THE CENTERLINE OF THE
 HN0684'HIGHWAY, 3.0 METERS (9.8 FT) NORTHEAST OF THE NORTHEAST END OF THE
 HN0684'HIGHWAY CUT, AND 2.5 METERS (8.2 FT) SOUTH OF THE NORTH EDGE OF A
 HN0684'LEDGE.
 HN0684'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 HN0684'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0505 ***********************************************************************
 HO0505  DESIGNATION -  C 375
 HO0505  PID         -  HO0505
 HO0505  STATE/COUNTY-  UT/WASHINGTON
 HO0505  COUNTRY     -  US
 HO0505  USGS QUAD   -  PINTURA (2017)
 HO0505
 HO0505                         *CURRENT SURVEY CONTROL
 HO0505  ______________________________________________________________________
 HO0505* NAD 83(1986) POSITION- 37 16 36.8    (N) 113 18 12.2    (W)   HD_HELD2
 HO0505* NAVD 88 ORTHO HEIGHT -  1153.456 (meters)     3784.30  (feet) ADJUSTED
 HO0505  ______________________________________________________________________
 HO0505  GEOID HEIGHT    -        -23.288 (meters)                     GEOID18
 HO0505  DYNAMIC HEIGHT  -       1152.223 (meters)     3780.25  (feet) COMP
 HO0505  MODELED GRAVITY -    979,522.3   (mgal)                       NAVD 88
 HO0505
 HO0505  VERT ORDER      -  FIRST     CLASS II
 HO0505
 HO0505.The horizontal coordinates were established by autonomous hand held GPS
 HO0505.observations and have an estimated accuracy of +/- 10 meters.
 HO0505
 HO0505.The orthometric height was determined by differential leveling and
 HO0505.adjusted by the NATIONAL GEODETIC SURVEY
 HO0505.in June 1991.
 HO0505
 HO0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0505.GEOID18 height accuracy estimate available here.
 HO0505
 HO0505.Click photographs - Photos may exist for this station.
 HO0505
 HO0505.The dynamic height is computed by dividing the NAVD 88
 HO0505.geopotential number by the normal gravity value computed on the
 HO0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0505.degrees latitude (g = 980.6199 gals.).
 HO0505
 HO0505.The modeled gravity was interpolated from observed gravity values.
 HO0505
 HO0505;                    North         East    Units  Estimated Accuracy
 HO0505;SPC UT S     - 3,069,267.      340,073.      MT  (+/- 10 meters HH2 GPS)
 HO0505
 HO0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG9578428076(NAD 83)
 HO0505
 HO0505                          SUPERSEDED SURVEY CONTROL
 HO0505
 HO0505.No superseded survey control is available for this station.
 HO0505
 HO0505_MARKER: DV = VERTICAL CONTROL DISK
 HO0505_SETTING: 66 = SET IN ROCK OUTCROP
 HO0505_STAMPING: C 375 1984
 HO0505_MARK LOGO: NGS
 HO0505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0505+STABILITY: POSITION/ELEVATION WELL
 HO0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0505+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 HO0505
 HO0505  HISTORY     - Date     Condition        Report By
 HO0505  HISTORY     - 1984     MONUMENTED       NGS
 HO0505  HISTORY     - 20050921 GOOD             INDIV
 HO0505
 HO0505                          STATION DESCRIPTION
 HO0505
 HO0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0505'4.1 KM (2.5 MI) NORTH FROM TOQUERVILLE.
 HO0505'4.08 KM (2.53 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 HO0505'TOQUERVILLE, IN TOP OF A LARGE SLOPING PORTION OF RED SANDSTONE
 HO0505'OUTCROP FLUSH WITH THE SLOPE OF A RED CUT, ON THE OUTSIDE OF A CURVE,
 HO0505'0.84 KM (0.52 MI) SOUTH OF THE JUNCTION OF INTERSTATE 15, 0.77 KM
 HO0505'(0.48 MI) NORTHWEST OF MILEPOST 5 AND 11.9 METERS (39 FT) NORTHEAST OF
 HO0505'THE HIGHWAY CENTERLINE.
 HO0505'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 HO0505'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
 HO0505
 HO0505                          STATION RECOVERY (2005)
 HO0505
 HO0505'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RW)
 HO0505'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0476 ***********************************************************************
 HO0476  DESIGNATION -  C 376
 HO0476  PID         -  HO0476
 HO0476  STATE/COUNTY-  UT/IRON
 HO0476  COUNTRY     -  US
 HO0476  USGS QUAD   -  CEDAR CITY (2017)
 HO0476
 HO0476                         *CURRENT SURVEY CONTROL
 HO0476  ______________________________________________________________________
 HO0476* NAD 83(1986) POSITION- 37 38 25.34   (N) 113 05 32.28   (W)   HD_HELD1
 HO0476* NAVD 88 ORTHO HEIGHT -  1795.573 (meters)     5890.98  (feet) ADJUSTED
 HO0476  ______________________________________________________________________
 HO0476  GEOID HEIGHT    -        -21.444 (meters)                     GEOID18
 HO0476  DYNAMIC HEIGHT  -       1793.484 (meters)     5884.12  (feet) COMP
 HO0476  MODELED GRAVITY -    979,403.4   (mgal)                       NAVD 88
 HO0476  OBS GRAVITY     -    979,404.2   (mgal)                       GRAV_OBS
 HO0476
 HO0476  VERT ORDER      -  FIRST     CLASS II
 HO0476
 HO0476.The horizontal coordinates were determined by differentially corrected
 HO0476.hand held GPS observations or other comparable positioning techniques
 HO0476.and have an estimated accuracy of +/- 3 meters.
 HO0476
 HO0476.The orthometric height was determined by differential leveling and
 HO0476.adjusted by the NATIONAL GEODETIC SURVEY
 HO0476.in June 1991.
 HO0476
 HO0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0476.GEOID18 height accuracy estimate available here.
 HO0476
 HO0476.Click photographs - Photos may exist for this station.
 HO0476
 HO0476.The dynamic height is computed by dividing the NAVD 88
 HO0476.geopotential number by the normal gravity value computed on the
 HO0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0476.degrees latitude (g = 980.6199 gals.).
 HO0476
 HO0476.The modeled gravity was interpolated from observed gravity values.
 HO0476
 HO0476.The observed gravity was obtained from relative gravimeter ties
 HO0476.to the IGSN71 gravity network.
 HO0476
 HO0476;                    North         East    Units  Estimated Accuracy
 HO0476;SPC UT S     - 3,109,261.3     359,477.4     MT  (+/- 3 meters HH1 GPS) 
 HO0476
 HO0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG1539767973(NAD 83)
 HO0476
 HO0476                          SUPERSEDED SURVEY CONTROL
 HO0476
 HO0476.No superseded survey control is available for this station.
 HO0476
 HO0476_MARKER: I = METAL ROD
 HO0476_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0476_STAMPING: C 376 1984
 HO0476_MARK LOGO: NGS
 HO0476_PROJECTION: FLUSH
 HO0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0476_ROD/PIPE-DEPTH: 12.2 meters
 HO0476
 HO0476  HISTORY     - Date     Condition        Report By
 HO0476  HISTORY     - 1984     MONUMENTED       NGS
 HO0476
 HO0476                          STATION DESCRIPTION
 HO0476
 HO0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0476'5.2 KM (3.2 MI) SW FROM CEDAR CITY.
 HO0476'3.28 KM (2.04 MI) SOUTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 HO0476'AT CEDAR CITY, THENCE 1.90 KM (1.18 MI) SOUTHWEST ALONG OLD US HIGHWAY
 HO0476'91, AT A GATE IN THE SOUTHEAST RIGHT OF WAY FENCE, 0.15 KM (0.09 MI)
 HO0476'SOUTHWEST OF INTERSTATE 15 MILEPOST 56, 14.9 METERS (49 FT) SOUTHEAST
 HO0476'OF THE HIGHWAY CENTERLINE, 50.9 METERS (167 FT) SOUTHEAST ACROSS THE
 HO0476'HIGHWAY FROM THE CENTERLINE OF THE NORTH BOUND LANES OF INTERSTATE 15,
 HO0476'3.8 METERS (12.5 FT) SOUTH OF THE SOUTHWEST GATE POST, 3.3 METERS
 HO0476'(10 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE AND 3.3 METERS (10 FT)
 HO0476'NORTHWEST OF THE NORTHWEST EDGE OF A DEEP DITCH.
 HO0476'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 HO0476'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0458 ***********************************************************************
 JO0458  DESIGNATION -  C 377 B CO
 JO0458  PID         -  JO0458
 JO0458  STATE/COUNTY-  UT/BEAVER
 JO0458  COUNTRY     -  US
 JO0458  USGS QUAD   -  MILFORD NW (2017)
 JO0458
 JO0458                         *CURRENT SURVEY CONTROL
 JO0458  ______________________________________________________________________
 JO0458* NAD 83(1986) POSITION- 38 27 28.     (N) 113 13 47.     (W)   SCALED
 JO0458* NAVD 88 ORTHO HEIGHT -  1910.513 (meters)     6268.07  (feet) ADJUSTED
 JO0458  ______________________________________________________________________
 JO0458  GEOID HEIGHT    -        -20.823 (meters)                     GEOID18
 JO0458  DYNAMIC HEIGHT  -       1908.423 (meters)     6261.22  (feet) COMP
 JO0458  MODELED GRAVITY -    979,466.3   (mgal)                       NAVD 88
 JO0458
 JO0458  VERT ORDER      -  FIRST     CLASS II
 JO0458
 JO0458.The horizontal coordinates were scaled from a map and have
 JO0458.an estimated accuracy of +/- 6 seconds.
 JO0458
 JO0458.The orthometric height was determined by differential leveling and
 JO0458.adjusted by the NATIONAL GEODETIC SURVEY
 JO0458.in June 1991.
 JO0458
 JO0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0458.GEOID18 height accuracy estimate available here.
 JO0458
 JO0458.Click photographs - Photos may exist for this station.
 JO0458
 JO0458.The dynamic height is computed by dividing the NAVD 88
 JO0458.geopotential number by the normal gravity value computed on the
 JO0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0458.degrees latitude (g = 980.6199 gals.).
 JO0458
 JO0458.The modeled gravity was interpolated from observed gravity values.
 JO0458
 JO0458;                    North         East    Units  Estimated Accuracy
 JO0458;SPC UT S     - 3,200,190.      349,030.      MT  (+/- 180 meters Scaled)
 JO0458
 JO0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH054589(NAD 83)
 JO0458
 JO0458                          SUPERSEDED SURVEY CONTROL
 JO0458
 JO0458.No superseded survey control is available for this station.
 JO0458
 JO0458_MARKER: DV = VERTICAL CONTROL DISK
 JO0458_SETTING: 66 = SET IN ROCK OUTCROP
 JO0458_STAMPING: C 377 1984
 JO0458_MARK LOGO: NGS
 JO0458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0458+STABILITY: POSITION/ELEVATION WELL
 JO0458
 JO0458  HISTORY     - Date     Condition        Report By
 JO0458  HISTORY     - 1984     MONUMENTED       NGS
 JO0458
 JO0458                          STATION DESCRIPTION
 JO0458
 JO0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0458'20.4 KM (12.7 MI) NW FROM MILFORD.
 JO0458'20.42 KM (12.69 MI) NORTHWEST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION
 JO0458'WITH STATE HIGHWAY 257 AT MILFORD, IN TOP OF AND 2.4 METERS (8 FT)
 JO0458'EAST OF THE WEST EDGE OF A MASSIVE GRAY SANDSTONE OUTCROP, IN THE
 JO0458'SOUTH CORNER OF THE CROSSING OF THE OLD RAILROAD BED, 0.45 KM
 JO0458'(0.28 MI) SOUTHEAST OF MILEPOST 64, 25.6 METERS (84 FT) SOUTH OF THE
 JO0458'HIGHWAY CENTERLINE AND 67.0 METERS (220 FT) EAST-SOUTHEAST OF THE
 JO0458'CENTER OF THE OLD RAILROAD CROSSING.
 JO0458'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 JO0458'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0612 ***********************************************************************
 MS0612  DESIGNATION -  C 377 BE CO
 MS0612  PID         -  MS0612
 MS0612  STATE/COUNTY-  UT/BOX ELDER
 MS0612  COUNTRY     -  US
 MS0612  USGS QUAD   -  KELTON PASS SE (2017)
 MS0612
 MS0612                         *CURRENT SURVEY CONTROL
 MS0612  ______________________________________________________________________
 MS0612* NAD 83(1986) POSITION- 41 45 06.     (N) 113 02 13.     (W)   SCALED
 MS0612* NAVD 88 ORTHO HEIGHT -  1287.165 (meters)     4222.97  (feet) ADJUSTED
 MS0612  ______________________________________________________________________
 MS0612  GEOID HEIGHT    -        -15.584 (meters)                     GEOID18
 MS0612  DYNAMIC HEIGHT  -       1286.328 (meters)     4220.23  (feet) COMP
 MS0612  MODELED GRAVITY -    979,927.8   (mgal)                       NAVD 88
 MS0612
 MS0612  VERT ORDER      -  FIRST     CLASS II
 MS0612
 MS0612.The horizontal coordinates were scaled from a map and have
 MS0612.an estimated accuracy of +/- 6 seconds.
 MS0612
 MS0612.The orthometric height was determined by differential leveling and
 MS0612.adjusted by the NATIONAL GEODETIC SURVEY
 MS0612.in June 1991.
 MS0612
 MS0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0612.GEOID18 height accuracy estimate available here.
 MS0612
 MS0612.Click photographs - Photos may exist for this station.
 MS0612
 MS0612.The dynamic height is computed by dividing the NAVD 88
 MS0612.geopotential number by the normal gravity value computed on the
 MS0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0612.degrees latitude (g = 980.6199 gals.).
 MS0612
 MS0612.The modeled gravity was interpolated from observed gravity values.
 MS0612
 MS0612;                    North         East    Units  Estimated Accuracy
 MS0612;SPC UT N     - 1,158,640.      372,180.      MT  (+/- 180 meters Scaled)
 MS0612
 MS0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM306242(NAD 83)
 MS0612
 MS0612                          SUPERSEDED SURVEY CONTROL
 MS0612
 MS0612.No superseded survey control is available for this station.
 MS0612
 MS0612_MARKER: I = METAL ROD
 MS0612_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0612_STAMPING: C 377 1984
 MS0612_MARK LOGO: NGS
 MS0612_PROJECTION: FLUSH
 MS0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0612_ROD/PIPE-DEPTH: 12.2 meters
 MS0612
 MS0612  HISTORY     - Date     Condition        Report By
 MS0612  HISTORY     - 1984     MONUMENTED       NGS
 MS0612
 MS0612                          STATION DESCRIPTION
 MS0612
 MS0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0612'31.5 KM (19.6 MI) SE FROM PARK VALLEY.
 MS0612'14.83 KM (9.22 MI) EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE IN
 MS0612'PARK VALLEY, THENCE 10.94 KM (6.80 MI) SOUTH ALONG A DIRT ROAD, THENCE
 MS0612'5.74 KM (3.57 MI) EAST ALONG THE OLD CENTRAL PACIFIC RAILROAD GRADE,
 MS0612'AT THE TOP OF AND NEAR THE APPROXIMATE CENTER OF A LOW CUT, 0.11 KM
 MS0612'(0.07 MI) WEST OF A 24-INCH CONCRETE PIPE CULVERT UNDER THE OLD
 MS0612'RAILROAD BED, 18.3 METERS (60 FT) SOUTH OF THE CENTER OF THE OLD
 MS0612'RAILROAD BED.
 MS0612'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 MS0612'THE MARK IS 0.7 M ABOVE THE RAILROAD BED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0636 ***********************************************************************
 MS0636  DESIGNATION -  C 378 BE CO
 MS0636  PID         -  MS0636
 MS0636  STATE/COUNTY-  UT/BOX ELDER
 MS0636  COUNTRY     -  US
 MS0636  USGS QUAD   -  ROSETTE (2017)
 MS0636
 MS0636                         *CURRENT SURVEY CONTROL
 MS0636  ______________________________________________________________________
 MS0636* NAD 83(1986) POSITION- 41 49 06.     (N) 113 24 51.     (W)   SCALED
 MS0636* NAVD 88 ORTHO HEIGHT -  1732.845 (meters)     5685.18  (feet) ADJUSTED
 MS0636  ______________________________________________________________________
 MS0636  GEOID HEIGHT    -        -14.958 (meters)                     GEOID18
 MS0636  DYNAMIC HEIGHT  -       1731.560 (meters)     5680.96  (feet) COMP
 MS0636  MODELED GRAVITY -    979,819.3   (mgal)                       NAVD 88
 MS0636
 MS0636  VERT ORDER      -  FIRST     CLASS II
 MS0636
 MS0636.The horizontal coordinates were scaled from a map and have
 MS0636.an estimated accuracy of +/- 6 seconds.
 MS0636
 MS0636.The orthometric height was determined by differential leveling and
 MS0636.adjusted by the NATIONAL GEODETIC SURVEY
 MS0636.in June 1991.
 MS0636
 MS0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0636.GEOID18 height accuracy estimate available here.
 MS0636
 MS0636.Click photographs - Photos may exist for this station.
 MS0636
 MS0636.The dynamic height is computed by dividing the NAVD 88
 MS0636.geopotential number by the normal gravity value computed on the
 MS0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0636.degrees latitude (g = 980.6199 gals.).
 MS0636
 MS0636.The modeled gravity was interpolated from observed gravity values.
 MS0636
 MS0636;                    North         East    Units  Estimated Accuracy
 MS0636;SPC UT N     - 1,166,670.      340,970.      MT  (+/- 180 meters Scaled)
 MS0636
 MS0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM994324(NAD 83)
 MS0636
 MS0636                          SUPERSEDED SURVEY CONTROL
 MS0636
 MS0636.No superseded survey control is available for this station.
 MS0636
 MS0636_MARKER: I = METAL ROD
 MS0636_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0636_STAMPING: C 378 1984
 MS0636_MARK LOGO: NGS
 MS0636_PROJECTION: FLUSH
 MS0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0636_ROD/PIPE-DEPTH: 8.5 meters
 MS0636
 MS0636  HISTORY     - Date     Condition        Report By
 MS0636  HISTORY     - 1984     MONUMENTED       NGS
 MS0636
 MS0636                          STATION DESCRIPTION
 MS0636
 MS0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0636'8.0 KM (5.0 MI) WEST FROM PARK VALLEY.
 MS0636'8.01 KM (4.98 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MS0636'PARK VALLEY, AT ROSETTE, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF
 MS0636'A DIRT DRIVEWAY LEADING SOUTH TO A BRICK HOUSE, 0.34 KM (0.21 MI) WEST
 MS0636'OF MILEPOST 51, 14.4 METERS (47 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 MS0636'26.5 METERS (87 FT) WEST OF THE CENTER OF THE DRIVEWAY, 21.2 METERS
 MS0636'(69.5 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A SMALL WOOD
 MS0636'GARAGE, 6.1 METERS (20 FT) EAST OF A FENCE T JUNCTION AND 0.6 METER
 MS0636'(2 FT) NORTH OF A FENCE.
 MS0636'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 MS0636'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0422 ***********************************************************************
 JO0422  DESIGNATION -  C 378 MI CO
 JO0422  PID         -  JO0422
 JO0422  STATE/COUNTY-  UT/MILLARD
 JO0422  COUNTRY     -  US
 JO0422  USGS QUAD   -  HALFWAY SUMMIT (2017)
 JO0422
 JO0422                         *CURRENT SURVEY CONTROL
 JO0422  ______________________________________________________________________
 JO0422* NAD 83(1986) POSITION- 38 36 25.     (N) 113 50 05.     (W)   SCALED
 JO0422* NAVD 88 ORTHO HEIGHT -  1827.928 (meters)     5997.13  (feet) ADJUSTED
 JO0422  ______________________________________________________________________
 JO0422  GEOID HEIGHT    -        -20.997 (meters)                     GEOID18
 JO0422  DYNAMIC HEIGHT  -       1825.956 (meters)     5990.66  (feet) COMP
 JO0422  MODELED GRAVITY -    979,484.1   (mgal)                       NAVD 88
 JO0422
 JO0422  VERT ORDER      -  FIRST     CLASS II
 JO0422
 JO0422.The horizontal coordinates were scaled from a map and have
 JO0422.an estimated accuracy of +/- 6 seconds.
 JO0422
 JO0422.The orthometric height was determined by differential leveling and
 JO0422.adjusted by the NATIONAL GEODETIC SURVEY
 JO0422.in June 1991.
 JO0422
 JO0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0422.GEOID18 height accuracy estimate available here.
 JO0422
 JO0422.Click photographs - Photos may exist for this station.
 JO0422
 JO0422.The dynamic height is computed by dividing the NAVD 88
 JO0422.geopotential number by the normal gravity value computed on the
 JO0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0422.degrees latitude (g = 980.6199 gals.).
 JO0422
 JO0422.The modeled gravity was interpolated from observed gravity values.
 JO0422
 JO0422;                    North         East    Units  Estimated Accuracy
 JO0422;SPC UT C     - 2,033,030.      296,640.      MT  (+/- 180 meters Scaled)
 JO0422
 JO0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH531769(NAD 83)
 JO0422
 JO0422                          SUPERSEDED SURVEY CONTROL
 JO0422
 JO0422.No superseded survey control is available for this station.
 JO0422
 JO0422_MARKER: DB = BENCH MARK DISK
 JO0422_SETTING: 66 = SET IN ROCK OUTCROP
 JO0422_STAMPING: C 378 1984
 JO0422_MARK LOGO: NGS
 JO0422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0422+STABILITY: POSITION/ELEVATION WELL
 JO0422
 JO0422  HISTORY     - Date     Condition        Report By
 JO0422  HISTORY     - 1984     MONUMENTED       NGS
 JO0422
 JO0422                          STATION DESCRIPTION
 JO0422
 JO0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0422'41.7 KM (26.0 MI) SE FROM GARRISON.
 JO0422'41.7 KM (26.05 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0422'OFFICE AT GARRISON, IN TOP OF AND 0.5 METER (1.5 FT) SOUTH OF THE
 JO0422'NORTH END OF A 6 BY 10 FOOT PORTION OF RYOLITE OUTCROP PROJECTING 1
 JO0422'FOOT ABOVE THE SURFACE OF THE GROUND, ON THE EAST BANK OF A SMALL DRY
 JO0422'WASH, 52.4 METERS (172 FT) EAST OF THE HIGHWAY CENTERLINE,
 JO0422'100.9 METERS (331 FT) NORTHEAST ACROSS THE HIGHWAY FROM MILEPOST 27
 JO0422'AND 6.1 METERS (20 FT) EAST OF THE RIGHT OF WAY FENCE.
 JO0422'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 JO0422'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0467 ***********************************************************************
 LN0467  DESIGNATION -  C 379
 LN0467  PID         -  LN0467
 LN0467  STATE/COUNTY-  UT/DAGGETT
 LN0467  COUNTRY     -  US
 LN0467  USGS QUAD   -  MOUNT LENA (2017)
 LN0467
 LN0467                         *CURRENT SURVEY CONTROL
 LN0467  ______________________________________________________________________
 LN0467* NAD 83(1986) POSITION- 40 48 04.3    (N) 109 27 59.1    (W)   HD_HELD2
 LN0467* NAVD 88 ORTHO HEIGHT -  2482.850 (meters)     8145.82  (feet) ADJUSTED
 LN0467  ______________________________________________________________________
 LN0467  GEOID HEIGHT    -        -13.754 (meters)                     GEOID18
 LN0467  DYNAMIC HEIGHT  -       2480.411 (meters)     8137.82  (feet) COMP
 LN0467  MODELED GRAVITY -    979,551.3   (mgal)                       NAVD 88
 LN0467
 LN0467  VERT ORDER      -  FIRST     CLASS II
 LN0467
 LN0467.The horizontal coordinates were established by autonomous hand held GPS
 LN0467.observations and have an estimated accuracy of +/- 10 meters.
 LN0467
 LN0467.The orthometric height was determined by differential leveling and
 LN0467.adjusted by the NATIONAL GEODETIC SURVEY
 LN0467.in June 1991.
 LN0467
 LN0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0467.GEOID18 height accuracy estimate available here.
 LN0467
 LN0467.Click photographs - Photos may exist for this station.
 LN0467
 LN0467.The dynamic height is computed by dividing the NAVD 88
 LN0467.geopotential number by the normal gravity value computed on the
 LN0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0467.degrees latitude (g = 980.6199 gals.).
 LN0467
 LN0467.The modeled gravity was interpolated from observed gravity values.
 LN0467
 LN0467;                    North         East    Units  Estimated Accuracy
 LN0467;SPC UT N     - 1,053,963.      671,591.      MT  (+/- 10 meters HH2 GPS)
 LN0467
 LN0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL2936517819(NAD 83)
 LN0467
 LN0467                          SUPERSEDED SURVEY CONTROL
 LN0467
 LN0467.No superseded survey control is available for this station.
 LN0467
 LN0467_MARKER: I = METAL ROD
 LN0467_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0467+WITH SETTING: INFORMATION.
 LN0467_STAMPING: C 379 1984
 LN0467_MARK LOGO: NGS
 LN0467_PROJECTION: FLUSH
 LN0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0467_ROD/PIPE-DEPTH: 1.3 meters
 LN0467
 LN0467  HISTORY     - Date     Condition        Report By
 LN0467  HISTORY     - 1984     MONUMENTED       NGS
 LN0467
 LN0467                          STATION DESCRIPTION
 LN0467
 LN0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0467'47.3 KM (29.35 MI) NORT FROM VERNAL.
 LN0467'47.3 KM (29.35 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0467'WITH U.S. HIGHWAY 40 IN VERNAL, 0.8 KM (0.5 MI) SOUTH OF ASHLEY
 LN0467'NATIONAL FOREST RED SPRINGS CAMPGROUND, 0.7 KM (0.45 MI) NORTH OF
 LN0467'MILEPOST 230, 0.5 KM (0.3 MI) NORTH OF A DIRT ROAD LEADING NORTHEAST
 LN0467'TO GREEN DRAW, AND 22.9 M (75.1 FT) EAST OF THE CENTERLINE OF THE
 LN0467'HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE DATUM
 LN0467'POINT IS THROUGH A 5-INCH LOGO CAP.
 LN0467'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LN0467'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0460 ***********************************************************************
 HM0460  DESIGNATION -  C 379
 HM0460  PID         -  HM0460
 HM0460  STATE/COUNTY-  UT/SAN JUAN
 HM0460  COUNTRY     -  US
 HM0460  USGS QUAD   -  NAVAJO CANYON (2017)
 HM0460
 HM0460                         *CURRENT SURVEY CONTROL
 HM0460  ______________________________________________________________________
 HM0460* NAD 83(1986) POSITION- 37 19 50.8    (N) 109 09 50.5    (W)   HD_HELD2
 HM0460* NAVD 88 ORTHO HEIGHT -  1581.984 (meters)     5190.23  (feet) ADJUSTED
 HM0460  ______________________________________________________________________
 HM0460  GEOID HEIGHT    -        -20.590 (meters)                     GEOID18
 HM0460  DYNAMIC HEIGHT  -       1580.174 (meters)     5184.29  (feet) COMP
 HM0460  MODELED GRAVITY -    979,431.3   (mgal)                       NAVD 88
 HM0460
 HM0460  VERT ORDER      -  FIRST     CLASS II
 HM0460
 HM0460.The horizontal coordinates were established by autonomous hand held GPS
 HM0460.observations and have an estimated accuracy of +/- 10 meters.
 HM0460
 HM0460.The orthometric height was determined by differential leveling and
 HM0460.adjusted by the NATIONAL GEODETIC SURVEY
 HM0460.in June 1991.
 HM0460
 HM0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0460.GEOID18 height accuracy estimate available here.
 HM0460
 HM0460.Click photographs - Photos may exist for this station.
 HM0460
 HM0460.The dynamic height is computed by dividing the NAVD 88
 HM0460.geopotential number by the normal gravity value computed on the
 HM0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0460.degrees latitude (g = 980.6199 gals.).
 HM0460
 HM0460.The modeled gravity was interpolated from observed gravity values.
 HM0460
 HM0460;                    North         East    Units  Estimated Accuracy
 HM0460;SPC UT S     - 3,076,291.      706,999.      MT  (+/- 10 meters HH2 GPS)
 HM0460
 HM0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG6265433148(NAD 83)
 HM0460
 HM0460                          SUPERSEDED SURVEY CONTROL
 HM0460
 HM0460.No superseded survey control is available for this station.
 HM0460
 HM0460_MARKER: DV = VERTICAL CONTROL DISK
 HM0460_SETTING: 66 = SET IN ROCK OUTCROP
 HM0460_STAMPING: C 379 1984
 HM0460_MARK LOGO: NGS
 HM0460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0460+STABILITY: POSITION/ELEVATION WELL
 HM0460
 HM0460  HISTORY     - Date     Condition        Report By
 HM0460  HISTORY     - 1984     MONUMENTED       NGS
 HM0460
 HM0460                          STATION DESCRIPTION
 HM0460
 HM0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0460'54.8 KM (34.05 MI) NE FROM BLUFF.
 HM0460'18.2 KM (11.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0460'OFFICE IN BLUFF, THENCE 13.5 KM (8.4 MI) EASTERLY ALONG STATE HIGHWAY
 HM0460'262, THENCE 10.8 KM (6.7 MI) SOUTHEASTERLY ALONG A PAVED ROAD, THENCE
 HM0460'12.3 KM (7.65 MI) SOUTH AND EAST ALONG A GRAVELED ROAD, NEAR THE NORTH
 HM0460'EAST END OF A VERY LARGE EXPOSED AREA OF OUTCROPPING BEDROCK ALONG THE
 HM0460'WEST BANK OF A DRY WASH, 158.5 METERS (520.0 FT) SOUTHWEST OF THE
 HM0460'SOUTHWEST CORNER OF A CONCRETE HOUSE, 132.0 METERS (433.1 FT)
 HM0460'SOUTHWEST OF THE CENTER OF THE ROAD, 14.0 METERS (45.9 FT) SOUTHEAST
 HM0460'OF THE NORTH EDGE OF THE OUTCROP, 11.0 METERS (36.1 FT) SOUTHWEST OF
 HM0460'THE NORTHEAST EDGE OF THE OUTCROP, 10.0 METERS (32.8 FT) NORTHWEST OF
 HM0460'THE EAST EDGE OF A LEDGE OF THE OUTCROP.
 HM0460'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 HM0460'THE MARK IS 4.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0096 ***********************************************************************
 JO0096  DESIGNATION -  C 38
 JO0096  PID         -  JO0096
 JO0096  STATE/COUNTY-  UT/PIUTE
 JO0096  COUNTRY     -  US
 JO0096  USGS QUAD   -  CIRCLEVILLE (2017)
 JO0096
 JO0096                         *CURRENT SURVEY CONTROL
 JO0096  ______________________________________________________________________
 JO0096* NAD 83(1986) POSITION- 38 09 09.     (N) 112 17 15.     (W)   SCALED
 JO0096* NAVD 88 ORTHO HEIGHT -  1861.014 (meters)     6105.68  (feet) ADJUSTED
 JO0096  ______________________________________________________________________
 JO0096  GEOID HEIGHT    -        -19.381 (meters)                     GEOID18
 JO0096  DYNAMIC HEIGHT  -       1858.852 (meters)     6098.58  (feet) COMP
 JO0096  MODELED GRAVITY -    979,401.9   (mgal)                       NAVD 88
 JO0096
 JO0096  VERT ORDER      -  SECOND    CLASS 0
 JO0096
 JO0096.The horizontal coordinates were scaled from a map and have
 JO0096.an estimated accuracy of +/- 6 seconds.
 JO0096
 JO0096.The orthometric height was determined by differential leveling and
 JO0096.adjusted by the NATIONAL GEODETIC SURVEY
 JO0096.in June 1991.
 JO0096
 JO0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0096.GEOID18 height accuracy estimate available here.
 JO0096
 JO0096.Click photographs - Photos may exist for this station.
 JO0096
 JO0096.The dynamic height is computed by dividing the NAVD 88
 JO0096.geopotential number by the normal gravity value computed on the
 JO0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0096.degrees latitude (g = 980.6199 gals.).
 JO0096
 JO0096.The modeled gravity was interpolated from observed gravity values.
 JO0096
 JO0096;                    North         East    Units  Estimated Accuracy
 JO0096;SPC UT S     - 3,165,200.      430,980.      MT  (+/- 180 meters Scaled)
 JO0096
 JO0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH871235(NAD 83)
 JO0096
 JO0096                          SUPERSEDED SURVEY CONTROL
 JO0096
 JO0096  NGVD 29 (??/??/92) 1859.781  (m)         6101.63   (f) ADJ UNCH    2 0
 JO0096
 JO0096.Superseded values are not recommended for survey control.
 JO0096
 JO0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0096.See file dsdata.pdf to determine how the superseded data were derived.
 JO0096
 JO0096_MARKER: DB = BENCH MARK DISK
 JO0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0096_STAMPING: C 38 1934
 JO0096_MARK LOGO: CGS
 JO0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0096+STABILITY: SURFACE MOTION
 JO0096
 JO0096  HISTORY     - Date     Condition        Report By
 JO0096  HISTORY     - 1934     MONUMENTED       CGS
 JO0096
 JO0096                          STATION DESCRIPTION
 JO0096
 JO0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0096'8.6 MI S FROM JUNCTION.
 JO0096'ABOUT 8.6 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 JO0096'JUNCTION, PIUTE COUNTY, ABOUT 104 FEET SOUTH OF THE FOOT OF A LARGE
 JO0096'ROCKY BLUFF, 34 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 JO0096'NORTH OF THE FENCE, AND 40 FEET EAST OF A COTTONWOOD TREE.  A STANDARD
 JO0096'DISK, STAMPED C 38 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0587 ***********************************************************************
 MS0587  DESIGNATION -  C 380
 MS0587  PID         -  MS0587
 MS0587  STATE/COUNTY-  UT/BOX ELDER
 MS0587  COUNTRY     -  US
 MS0587  USGS QUAD   -  SUNSET PASS (2017)
 MS0587
 MS0587                         *CURRENT SURVEY CONTROL
 MS0587  ______________________________________________________________________
 MS0587* NAD 83(1986) POSITION- 41 37 59.6    (N) 112 34 03.8    (W)   HD_HELD2
 MS0587* NAVD 88 ORTHO HEIGHT -  1547.978 (meters)     5078.66  (feet) ADJUSTED
 MS0587  ______________________________________________________________________
 MS0587  GEOID HEIGHT    -        -15.680 (meters)                     GEOID18
 MS0587  DYNAMIC HEIGHT  -       1546.870 (meters)     5075.02  (feet) COMP
 MS0587  MODELED GRAVITY -    979,852.9   (mgal)                       NAVD 88
 MS0587
 MS0587  VERT ORDER      -  FIRST     CLASS II
 MS0587
 MS0587.The horizontal coordinates were established by autonomous hand held GPS
 MS0587.observations and have an estimated accuracy of +/- 10 meters.
 MS0587
 MS0587.The orthometric height was determined by differential leveling and
 MS0587.adjusted by the NATIONAL GEODETIC SURVEY
 MS0587.in June 1991.
 MS0587
 MS0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0587.GEOID18 height accuracy estimate available here.
 MS0587
 MS0587.Click photographs - Photos may exist for this station.
 MS0587
 MS0587.The dynamic height is computed by dividing the NAVD 88
 MS0587.geopotential number by the normal gravity value computed on the
 MS0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0587.degrees latitude (g = 980.6199 gals.).
 MS0587
 MS0587.The modeled gravity was interpolated from observed gravity values.
 MS0587
 MS0587;                    North         East    Units  Estimated Accuracy
 MS0587;SPC UT N     - 1,144,902.      411,036.      MT  (+/- 10 meters HH2 GPS)
 MS0587
 MS0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM6942010241(NAD 83)
 MS0587
 MS0587                          SUPERSEDED SURVEY CONTROL
 MS0587
 MS0587.No superseded survey control is available for this station.
 MS0587
 MS0587_MARKER: I = METAL ROD
 MS0587_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0587_STAMPING: C 380 1984
 MS0587_MARK LOGO: NGS
 MS0587_PROJECTION: FLUSH
 MS0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0587+STABILITY: POSITION/ELEVATION WELL
 MS0587_ROD/PIPE-DEPTH: 7 meters
 MS0587
 MS0587  HISTORY     - Date     Condition        Report By
 MS0587  HISTORY     - 1984     MONUMENTED       NGS
 MS0587
 MS0587                          STATION DESCRIPTION
 MS0587
 MS0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0587'3.2 KM (2.0 MI) NW FROM PROMONTORY.
 MS0587'1.58 KM (0.98 MI) NORTH ALONG A PAVED ROAD FROM THE GOLDEN SPIKE
 MS0587'MONUMENT IN PROMONTORY, THENCE 1.63 KM (1.01 MI) WEST ALONG A GRAVEL
 MS0587'ROAD, 0.68 KM (0.42 MI) SOUTH OF THE Y JUNCTION OF A DIRT ROAD LEADING
 MS0587'NORTH TO A STOCKYARDS, 19.2 METERS (63 FT) SOUTHWEST OF THE CENTER OF
 MS0587'THE ROAD, 7.3 METERS (24 FT) NORTHEAST OF THE NORTHEAST EDGE OF A DEEP
 MS0587'WASH AND 1.5 METERS (5 FT) WEST OF A POWER POLE WITH TWO GUY WIRES AND
 MS0587'ON THE OUTSIDE OF A SHARP CURVE.  NOTE--ROD WAS DRIVEN TO A DEPTH OF
 MS0587'23 FEET AND ANCHORED IN BEDROCK WHICH IS VISIBLE IN THE WASH.
 MS0587'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 MS0587'THE MARK IS 0.5 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0668 ***********************************************************************
 MS0668  DESIGNATION -  C 381
 MS0668  PID         -  MS0668
 MS0668  STATE/COUNTY-  UT/BOX ELDER
 MS0668  COUNTRY     -  US
 MS0668  USGS QUAD   -  BOVINE (2017)
 MS0668
 MS0668                         *CURRENT SURVEY CONTROL
 MS0668  ______________________________________________________________________
 MS0668* NAD 83(1986) POSITION- 41 26 15.     (N) 113 44 20.     (W)   SCALED
 MS0668* NAVD 88 ORTHO HEIGHT -  1402.643 (meters)     4601.84  (feet) ADJUSTED
 MS0668  ______________________________________________________________________
 MS0668  GEOID HEIGHT    -        -16.529 (meters)                     GEOID18
 MS0668  DYNAMIC HEIGHT  -       1401.640 (meters)     4598.55  (feet) COMP
 MS0668  MODELED GRAVITY -    979,859.9   (mgal)                       NAVD 88
 MS0668
 MS0668  VERT ORDER      -  FIRST     CLASS II
 MS0668
 MS0668.The horizontal coordinates were scaled from a map and have
 MS0668.an estimated accuracy of +/- 6 seconds.
 MS0668
 MS0668.The orthometric height was determined by differential leveling and
 MS0668.adjusted by the NATIONAL GEODETIC SURVEY
 MS0668.in June 1991.
 MS0668
 MS0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0668.GEOID18 height accuracy estimate available here.
 MS0668
 MS0668.Click photographs - Photos may exist for this station.
 MS0668
 MS0668.The dynamic height is computed by dividing the NAVD 88
 MS0668.geopotential number by the normal gravity value computed on the
 MS0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0668.degrees latitude (g = 980.6199 gals.).
 MS0668
 MS0668.The modeled gravity was interpolated from observed gravity values.
 MS0668
 MS0668;                    North         East    Units  Estimated Accuracy
 MS0668;SPC UT N     - 1,125,030.      312,910.      MT  (+/- 180 meters Scaled)
 MS0668
 MS0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL711909(NAD 83)
 MS0668
 MS0668                          SUPERSEDED SURVEY CONTROL
 MS0668
 MS0668.No superseded survey control is available for this station.
 MS0668
 MS0668_MARKER: I = METAL ROD
 MS0668_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0668_STAMPING: C 381 1984
 MS0668_MARK LOGO: NGS
 MS0668_PROJECTION: FLUSH
 MS0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0668_ROD/PIPE-DEPTH: 4.9 meters
 MS0668
 MS0668  HISTORY     - Date     Condition        Report By
 MS0668  HISTORY     - 1984     MONUMENTED       NGS
 MS0668
 MS0668                          STATION DESCRIPTION
 MS0668
 MS0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0668'62.9 KM (39.1 MI) SW FROM PARK VALLEY.
 MS0668'62.90 KM (39.09 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0668'AT PARK VALLEY, AT THE TOP OF A SMALL CUT IN THE NORTHWEST CORNER OF
 MS0668'THE T JUNCTION OF A GRAVEL ROAD LEADING NORTH TO A RADIO TOWER,
 MS0668'0.64 KM (0.40 MI) WEST OF MILEPOST 17, 0.20 KM (0.12 MI) EAST OF A
 MS0668'POWER LINE CROSSING, 23.0 METERS (75.5 FT) NORTH OF THE HIGHWAY
 MS0668'CENTERLINE, 47.8 METERS (157 FT) WEST OF THE CENTER OF THE GRAVEL
 MS0668'ROAD, 40.2 METERS (132 FT) WEST-NORTHWEST OF THE NORTH END OF THE WEST
 MS0668'HEADWALL FOR A CULVERT UNDER THE GRAVEL ROAD AND 17.7 METERS (58 FT)
 MS0668'NORTHEAST OF THE WEST END OF THE CUT.
 MS0668'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 MS0668'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0497 ***********************************************************************
 LN0497  DESIGNATION -  C 383
 LN0497  PID         -  LN0497
 LN0497  STATE/COUNTY-  UT/UINTAH
 LN0497  COUNTRY     -  US
 LN0497  USGS QUAD   -  DONKEY FLAT (2017)
 LN0497
 LN0497                         *CURRENT SURVEY CONTROL
 LN0497  ______________________________________________________________________
 LN0497* NAD 83(1986) POSITION- 40 35 07.     (N) 109 28 06.     (W)   SCALED
 LN0497* NAVD 88 ORTHO HEIGHT -  1756.362 (meters)     5762.33  (feet) ADJUSTED
 LN0497  ______________________________________________________________________
 LN0497  GEOID HEIGHT    -        -15.543 (meters)                     GEOID18
 LN0497  DYNAMIC HEIGHT  -       1754.765 (meters)     5757.09  (feet) COMP
 LN0497  MODELED GRAVITY -    979,654.0   (mgal)                       NAVD 88
 LN0497
 LN0497  VERT ORDER      -  FIRST     CLASS II
 LN0497
 LN0497.The horizontal coordinates were scaled from a map and have
 LN0497.an estimated accuracy of +/- 6 seconds.
 LN0497
 LN0497.The orthometric height was determined by differential leveling and
 LN0497.adjusted by the NATIONAL GEODETIC SURVEY
 LN0497.in June 1991.
 LN0497
 LN0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0497.GEOID18 height accuracy estimate available here.
 LN0497
 LN0497.Click photographs - Photos may exist for this station.
 LN0497
 LN0497.The dynamic height is computed by dividing the NAVD 88
 LN0497.geopotential number by the normal gravity value computed on the
 LN0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0497.degrees latitude (g = 980.6199 gals.).
 LN0497
 LN0497.The modeled gravity was interpolated from observed gravity values.
 LN0497
 LN0497;                    North         East    Units  Estimated Accuracy
 LN0497;SPC UT C     - 2,251,970.      671,980.      MT  (+/- 180 meters Scaled)
 LN0497
 LN0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK296938(NAD 83)
 LN0497
 LN0497                          SUPERSEDED SURVEY CONTROL
 LN0497
 LN0497.No superseded survey control is available for this station.
 LN0497
 LN0497_MARKER: DV = VERTICAL CONTROL DISK
 LN0497_SETTING: 66 = SET IN ROCK OUTCROP
 LN0497_STAMPING: C 383 1984
 LN0497_MARK LOGO: NGS
 LN0497_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0497+STABILITY: POSITION/ELEVATION WELL
 LN0497
 LN0497  HISTORY     - Date     Condition        Report By
 LN0497  HISTORY     - 1984     MONUMENTED       NGS
 LN0497
 LN0497                          STATION DESCRIPTION
 LN0497
 LN0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0497'17.1 KM (10.6 MI) NORTH FROM VERNAL.
 LN0497'17.1 KM (10.6 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0497'WITH U.S. HIGHWAY 40 IN VERNAL, 0.8 KM (0.5 MI) NORTH OF A PAVED ROAD
 LN0497'LEADING TO RED FLEET RECREATION AREA, IN THE NORTH END OF AN EXPOSED
 LN0497'AREA OF BEDROCK AT THE NORTH END OF A HIGHWAY CUT, 9.3 M (30.5 FT)
 LN0497'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 4.0 M (13.1 FT) SOUTH OF
 LN0497'THE NORTH END OF THE CUT.
 LN0497'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 LN0497'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0423 ***********************************************************************
 LN0423  DESIGNATION -  C 385
 LN0423  PID         -  LN0423
 LN0423  STATE/COUNTY-  UT/DAGGETT
 LN0423  COUNTRY     -  US
 LN0423  USGS QUAD   -  MANILA (2017)
 LN0423
 LN0423                         *CURRENT SURVEY CONTROL
 LN0423  ______________________________________________________________________
 LN0423* NAD 83(1986) POSITION- 40 57 18.     (N) 109 42 47.     (W)   SCALED
 LN0423* NAVD 88 ORTHO HEIGHT -  1968.157 (meters)     6457.20  (feet) ADJUSTED
 LN0423  ______________________________________________________________________
 LN0423  GEOID HEIGHT    -        -13.875 (meters)                     GEOID18
 LN0423  DYNAMIC HEIGHT  -       1966.406 (meters)     6451.45  (feet) COMP
 LN0423  MODELED GRAVITY -    979,663.7   (mgal)                       NAVD 88
 LN0423
 LN0423  VERT ORDER      -  FIRST     CLASS II
 LN0423
 LN0423.The horizontal coordinates were scaled from a map and have
 LN0423.an estimated accuracy of +/- 6 seconds.
 LN0423
 LN0423.The orthometric height was determined by differential leveling and
 LN0423.adjusted by the NATIONAL GEODETIC SURVEY
 LN0423.in June 1991.
 LN0423
 LN0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0423.GEOID18 height accuracy estimate available here.
 LN0423
 LN0423.Click photographs - Photos may exist for this station.
 LN0423
 LN0423.The dynamic height is computed by dividing the NAVD 88
 LN0423.geopotential number by the normal gravity value computed on the
 LN0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0423.degrees latitude (g = 980.6199 gals.).
 LN0423
 LN0423.The modeled gravity was interpolated from observed gravity values.
 LN0423
 LN0423;                    North         East    Units  Estimated Accuracy
 LN0423;SPC UT N     - 1,070,580.      650,430.      MT  (+/- 180 meters Scaled)
 LN0423
 LN0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL083345(NAD 83)
 LN0423
 LN0423                          SUPERSEDED SURVEY CONTROL
 LN0423
 LN0423.No superseded survey control is available for this station.
 LN0423
 LN0423_MARKER: DV = VERTICAL CONTROL DISK
 LN0423_SETTING: 66 = SET IN ROCK OUTCROP
 LN0423_STAMPING: C 385 1984
 LN0423_MARK LOGO: NGS
 LN0423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0423+STABILITY: POSITION/ELEVATION WELL
 LN0423
 LN0423  HISTORY     - Date     Condition        Report By
 LN0423  HISTORY     - 1984     MONUMENTED       NGS
 LN0423
 LN0423                          STATION DESCRIPTION
 LN0423
 LN0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0423'4.0 KM (2.5 MI) SOUTH FROM MANILA.
 LN0423'4.0 KM (2.5 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0423'WITH STATE HIGHWAY 43 IN MANILA, IN AN EXPOSED AREA OF BEDROCK, IN
 LN0423'ABOUT THE CENTER OF A HIGHWAY CUT, 0.7 KM (0.45 MI) NORTH OF MILEPOST
 LN0423'25, 85.6 M (280.8 FT) NORTH OF THE SOUTH END OF THE HIGHWAY CUT AND A
 LN0423'DIRT ROAD LEADING SOUTHWEST, AND 9.5 M (31.2 FT) WEST OF THE
 LN0423'CENTERLINE OF THE HIGHWAY.
 LN0423'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LN0423'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0445 ***********************************************************************
 LN0445  DESIGNATION -  C 386
 LN0445  PID         -  LN0445
 LN0445  STATE/COUNTY-  UT/DAGGETT
 LN0445  COUNTRY     -  US
 LN0445  USGS QUAD   -  ELK PARK (2017)
 LN0445
 LN0445                         *CURRENT SURVEY CONTROL
 LN0445  ______________________________________________________________________
 LN0445* NAD 83(1986) POSITION- 40 51 50.     (N) 109 41 05.     (W)   SCALED
 LN0445* NAVD 88 ORTHO HEIGHT -  2303.421 (meters)     7557.14  (feet) ADJUSTED
 LN0445  ______________________________________________________________________
 LN0445  GEOID HEIGHT    -        -13.350 (meters)                     GEOID18
 LN0445  DYNAMIC HEIGHT  -       2301.236 (meters)     7549.97  (feet) COMP
 LN0445  MODELED GRAVITY -    979,592.0   (mgal)                       NAVD 88
 LN0445
 LN0445  VERT ORDER      -  FIRST     CLASS II
 LN0445
 LN0445.The horizontal coordinates were scaled from a map and have
 LN0445.an estimated accuracy of +/- 6 seconds.
 LN0445
 LN0445.The orthometric height was determined by differential leveling and
 LN0445.adjusted by the NATIONAL GEODETIC SURVEY
 LN0445.in June 1991.
 LN0445
 LN0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0445.GEOID18 height accuracy estimate available here.
 LN0445
 LN0445.Click photographs - Photos may exist for this station.
 LN0445
 LN0445.The dynamic height is computed by dividing the NAVD 88
 LN0445.geopotential number by the normal gravity value computed on the
 LN0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0445.degrees latitude (g = 980.6199 gals.).
 LN0445
 LN0445.The modeled gravity was interpolated from observed gravity values.
 LN0445
 LN0445;                    North         East    Units  Estimated Accuracy
 LN0445;SPC UT N     - 1,060,520.      653,030.      MT  (+/- 180 meters Scaled)
 LN0445
 LN0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL108244(NAD 83)
 LN0445
 LN0445                          SUPERSEDED SURVEY CONTROL
 LN0445
 LN0445.No superseded survey control is available for this station.
 LN0445
 LN0445_MARKER: DV = VERTICAL CONTROL DISK
 LN0445_SETTING: 66 = SET IN ROCK OUTCROP
 LN0445_STAMPING: C 386 1984
 LN0445_MARK LOGO: NGS
 LN0445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0445+STABILITY: POSITION/ELEVATION WELL
 LN0445
 LN0445  HISTORY     - Date     Condition        Report By
 LN0445  HISTORY     - 1984     MONUMENTED       NGS
 LN0445
 LN0445                          STATION DESCRIPTION
 LN0445
 LN0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0445'24.7 KM (15.4 MI) SOUTH FROM MANILA.
 LN0445'24.7 KM (15.4 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0445'WITH STATE HIGHWAY 43 IN MANILA, SET IN THE CENTER OF A 2 BY 6 FOOT
 LN0445'EXPOSED AREA OF OUTCROPPING BEDROCK, 1.5 KM (0.95 MI) SOUTH OF A
 LN0445'GRAVEL ROAD LEADING TO HIDEOUT-EAGLE BASIN TRAIL, 0.6 KM (0.35 MI)
 LN0445'NORTH OF MILEPOST 12, AND 20.5 M (67.3 FT) EAST OF THE CENTERLINE OF
 LN0445'THE HIGHWAY.
 LN0445'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 LN0445'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DE6276 ***********************************************************************
 DE6276  DESIGNATION -  C 388
 DE6276  PID         -  DE6276
 DE6276  STATE/COUNTY-  UT/DUCHESNE
 DE6276  COUNTRY     -  US
 DE6276  USGS QUAD   -  MYTON SW (2017)
 DE6276
 DE6276                         *CURRENT SURVEY CONTROL
 DE6276  ______________________________________________________________________
 DE6276* NAD 83(1986) POSITION- 40 03 37.     (N) 110 08 23.     (W)   SCALED
 DE6276* NAVD 88 ORTHO HEIGHT -  1768.650 (meters)     5802.65  (feet) ADJUSTED
 DE6276  ______________________________________________________________________
 DE6276  GEOID HEIGHT    -        -17.694 (meters)                     GEOID18
 DE6276  DYNAMIC HEIGHT  -       1766.921 (meters)     5796.97  (feet) COMP
 DE6276  MODELED GRAVITY -    979,586.7   (mgal)                       NAVD 88
 DE6276
 DE6276  VERT ORDER      -  SECOND    CLASS II
 DE6276
 DE6276.The horizontal coordinates were scaled from a map and have
 DE6276.an estimated accuracy of +/- 6 seconds.
 DE6276
 DE6276.The orthometric height was determined by differential leveling and
 DE6276.adjusted by the NATIONAL GEODETIC SURVEY
 DE6276.in August 2002.
 DE6276
 DE6276.No vertical observational check was made to the station.
 DE6276
 DE6276.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6276.GEOID18 height accuracy estimate available here.
 DE6276
 DE6276.Click photographs - Photos may exist for this station.
 DE6276
 DE6276.The dynamic height is computed by dividing the NAVD 88
 DE6276.geopotential number by the normal gravity value computed on the
 DE6276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6276.degrees latitude (g = 980.6199 gals.).
 DE6276
 DE6276.The modeled gravity was interpolated from observed gravity values.
 DE6276
 DE6276;                    North         East    Units  Estimated Accuracy
 DE6276;SPC UT C     - 2,192,610.      616,040.      MT  (+/- 180 meters Scaled)
 DE6276
 DE6276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK733348(NAD 83)
 DE6276
 DE6276                          SUPERSEDED SURVEY CONTROL
 DE6276
 DE6276.No superseded survey control is available for this station.
 DE6276
 DE6276_MARKER: DV = VERTICAL CONTROL DISK
 DE6276_SETTING: 66 = SET IN ROCK OUTCROP
 DE6276_STAMPING: C 388 2002
 DE6276_MARK LOGO: NGS
 DE6276_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DE6276+STABILITY: POSITION/ELEVATION WELL
 DE6276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6276+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2002
 DE6276
 DE6276  HISTORY     - Date     Condition        Report By
 DE6276  HISTORY     - 20020425 MONUMENTED       NGS
 DE6276
 DE6276                          STATION DESCRIPTION
 DE6276
 DE6276'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 DE6276'2.2 KM (1.4 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 40 FROM THE JUNCTION
 DE6276'OF MAIN STREET IN MYTON, THENCE 2.7 KM (1.7 MI) SOUTHERLY ALONG ROAD
 DE6276'5550 W, THENCE 7.4 KM (4.6 MI) SOUTHWESTERLY AND SOUTHERLY ALONG ROAD
 DE6276'6000 W (ROAD TO SAND WASH), THENCE 8.8 KM (5.5 MI) SOUTHWESTERLY ALONG
 DE6276'A GRAVELED ROAD JUST NORTHWEST OF A SIGN (ENTERING BLM ADMINISTERED
 DE6276'LAND, PRAIRIE WETLANDS 17 MILES), NEAR THE WEST EDGE OF A 7 BY 15-FOOT
 DE6276'AREA OF ROCK OUTCROP, 95.0 M (311.7 FT) WEST OF THE CENTER OF THE
 DE6276'ROAD, 14.8 M (48.6 FT) SOUTHWEST AND DOWNHILL OF A WITNESS POST AND
 DE6276'0.6 M (2.0 FT) EAST OF THE WEST EDGE OF THE ROCK.
 DE6276'
 DE6276'NOTE-THE MARK IS ON PROPERTY OWNED BY THE BUREAU OF LAND MANAGEMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0038 ***********************************************************************
 KN0038  DESIGNATION -  C 39
 KN0038  PID         -  KN0038
 KN0038  STATE/COUNTY-  UT/EMERY
 KN0038  COUNTRY     -  US
 KN0038  USGS QUAD   -  DESERT (2017)
 KN0038
 KN0038                         *CURRENT SURVEY CONTROL
 KN0038  ______________________________________________________________________
 KN0038* NAD 83(1986) POSITION- 39 00 06.     (N) 110 17 35.     (W)   SCALED
 KN0038* NAVD 88 ORTHO HEIGHT -  1315.416 (meters)     4315.66  (feet) ADJUSTED
 KN0038  ______________________________________________________________________
 KN0038  GEOID HEIGHT    -        -19.826 (meters)                     GEOID18
 KN0038  DYNAMIC HEIGHT  -       1314.145 (meters)     4311.49  (feet) COMP
 KN0038  MODELED GRAVITY -    979,616.2   (mgal)                       NAVD 88
 KN0038
 KN0038  VERT ORDER      -  SECOND    CLASS 0
 KN0038
 KN0038.The horizontal coordinates were scaled from a map and have
 KN0038.an estimated accuracy of +/- 6 seconds.
 KN0038
 KN0038.The orthometric height was determined by differential leveling and
 KN0038.adjusted by the NATIONAL GEODETIC SURVEY
 KN0038.in June 1991.
 KN0038
 KN0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0038.GEOID18 height accuracy estimate available here.
 KN0038
 KN0038.Click photographs - Photos may exist for this station.
 KN0038
 KN0038.The dynamic height is computed by dividing the NAVD 88
 KN0038.geopotential number by the normal gravity value computed on the
 KN0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0038.degrees latitude (g = 980.6199 gals.).
 KN0038
 KN0038.The modeled gravity was interpolated from observed gravity values.
 KN0038
 KN0038;                    North         East    Units  Estimated Accuracy
 KN0038;SPC UT C     - 2,074,910.      604,550.      MT  (+/- 180 meters Scaled)
 KN0038
 KN0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ612171(NAD 83)
 KN0038
 KN0038                          SUPERSEDED SURVEY CONTROL
 KN0038
 KN0038  NGVD 29 (??/??/92) 1314.433  (m)         4312.44   (f) ADJ UNCH    2 0
 KN0038
 KN0038.Superseded values are not recommended for survey control.
 KN0038
 KN0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0038.See file dsdata.pdf to determine how the superseded data were derived.
 KN0038
 KN0038_MARKER: DB = BENCH MARK DISK
 KN0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0038_STAMPING: C 39 1934
 KN0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0038+STABILITY: SURFACE MOTION
 KN0038
 KN0038  HISTORY     - Date     Condition        Report By
 KN0038  HISTORY     - 1934     MONUMENTED       CGS
 KN0038  HISTORY     - 1969     MARK NOT FOUND   USGS
 KN0038
 KN0038                          STATION DESCRIPTION
 KN0038
 KN0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0038'7.9 MI NW FROM GREEN RIVER.
 KN0038'ABOUT 7.9 MILES NORTHWEST OF GREEN RIVER, EMERY COUNTY, ABOUT 2 MILES
 KN0038'ALONG THE TRAIL TO CASTLE DALE FROM U.S. HIGHWAY 50 AND THE DENVER AND
 KN0038'RIO GRANDE WESTERN RAILROAD, ON THE NORTH BANK OF SAN LARDOS STREAM
 KN0038'WHERE IT HEADS AT LOST SPRING WASH AND COTTON WOOD WASH, AT THE UPPER
 KN0038'END OF THE SPINKS RAILROAD SWITCH WHICH IS VISIBLE 1 MILE NORTH OF THE
 KN0038'MARK, AND 10 FEET SOUTH OF THE CENTER LINE OF THE TRAIL. A STANDARD
 KN0038'DISK, STAMPED C 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KN0038
 KN0038                          STATION RECOVERY (1969)
 KN0038
 KN0038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KN0038'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0096 ***********************************************************************
 KO0096  DESIGNATION -  C 4
 KO0096  PID         -  KO0096
 KO0096  STATE/COUNTY-  UT/MILLARD
 KO0096  COUNTRY     -  US
 KO0096  USGS QUAD   -  STRONG (2017)
 KO0096
 KO0096                         *CURRENT SURVEY CONTROL
 KO0096  ______________________________________________________________________
 KO0096* NAD 83(1986) POSITION- 39 26 20.     (N) 112 27 56.     (W)   SCALED
 KO0096* NAVD 88 ORTHO HEIGHT -  1453.923 (meters)     4770.08  (feet) ADJUSTED
 KO0096  ______________________________________________________________________
 KO0096  GEOID HEIGHT    -        -18.977 (meters)                     GEOID18
 KO0096  DYNAMIC HEIGHT  -       1452.596 (meters)     4765.73  (feet) COMP
 KO0096  MODELED GRAVITY -    979,663.4   (mgal)                       NAVD 88
 KO0096
 KO0096  VERT ORDER      -  FIRST     CLASS I
 KO0096
 KO0096.The horizontal coordinates were scaled from a map and have
 KO0096.an estimated accuracy of +/- 6 seconds.
 KO0096
 KO0096.The orthometric height was determined by differential leveling and
 KO0096.adjusted by the NATIONAL GEODETIC SURVEY
 KO0096.in June 1991.
 KO0096
 KO0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0096.GEOID18 height accuracy estimate available here.
 KO0096
 KO0096.Click photographs - Photos may exist for this station.
 KO0096
 KO0096.The dynamic height is computed by dividing the NAVD 88
 KO0096.geopotential number by the normal gravity value computed on the
 KO0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0096.degrees latitude (g = 980.6199 gals.).
 KO0096
 KO0096.The modeled gravity was interpolated from observed gravity values.
 KO0096
 KO0096;                    North         East    Units  Estimated Accuracy
 KO0096;SPC UT C     - 2,123,190.      416,890.      MT  (+/- 180 meters Scaled)
 KO0096
 KO0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ738665(NAD 83)
 KO0096
 KO0096                          SUPERSEDED SURVEY CONTROL
 KO0096
 KO0096  NGVD 29 (??/??/92) 1452.775  (m)         4766.31   (f) ADJ UNCH    1 1
 KO0096
 KO0096.Superseded values are not recommended for survey control.
 KO0096
 KO0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0096.See file dsdata.pdf to determine how the superseded data were derived.
 KO0096
 KO0096_MARKER: P = PIPE CAP
 KO0096_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0096_STAMPING: ELEV. 4766.473 FT.
 KO0096_MARK LOGO: CGS
 KO0096_MAGNETIC: P = MARKER IS A STEEL PIPE
 KO0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0096
 KO0096  HISTORY     - Date     Condition        Report By
 KO0096  HISTORY     - 1908     MONUMENTED       CGS
 KO0096  HISTORY     - 1970     GOOD             NGS
 KO0096
 KO0096                          STATION DESCRIPTION
 KO0096
 KO0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0096'7.4 MI SW FROM LYNNDYL.
 KO0096'7.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0096'SIGN AT LYNNDYL, 30 FEET SOUTHWEST OF THE SECOND TELEPHONE POLE
 KO0096'SOUTHWEST OF MILEPOLE 658.50, AT STRONG SIDING, 84.9 FEET NORTHWEST OF
 KO0096'THE NORTHWEST RAIL OF THE MAIN TRACK, 12.7 FEET SOUTHEAST OF THE
 KO0096'NORTHWEST RIGHT-OF-WAY FENCE, 1.4 FEET NORTHEAST OF A WITNESS POST,
 KO0096'ABOUT 2 1/2 FEET LOWER THAN THE TRACK, A CAP SCREWED ON THE TOP OF A 3
 KO0096'1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.  SEC 12, T 16
 KO0096'S, R 6 W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0222 ***********************************************************************
 KN0222  DESIGNATION -  C 41
 KN0222  PID         -  KN0222
 KN0222  STATE/COUNTY-  UT/EMERY
 KN0222  COUNTRY     -  US
 KN0222  USGS QUAD   -  MAHOGANY POINT (2017)
 KN0222
 KN0222                         *CURRENT SURVEY CONTROL
 KN0222  ______________________________________________________________________
 KN0222* NAD 83(1986) POSITION- 39 16 14.     (N) 111 09 01.     (W)   SCALED
 KN0222* NAVD 88 ORTHO HEIGHT -  1891.834 (meters)     6206.79  (feet) ADJUSTED
 KN0222  ______________________________________________________________________
 KN0222  GEOID HEIGHT    -        -16.670 (meters)                     GEOID18
 KN0222  DYNAMIC HEIGHT  -       1889.732 (meters)     6199.90  (feet) COMP
 KN0222  MODELED GRAVITY -    979,450.3   (mgal)                       NAVD 88
 KN0222
 KN0222  VERT ORDER      -  SECOND    CLASS 0
 KN0222
 KN0222.The horizontal coordinates were scaled from a map and have
 KN0222.an estimated accuracy of +/- 6 seconds.
 KN0222
 KN0222.The orthometric height was determined by differential leveling and
 KN0222.adjusted by the NATIONAL GEODETIC SURVEY
 KN0222.in June 1991.
 KN0222
 KN0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0222.GEOID18 height accuracy estimate available here.
 KN0222
 KN0222.Click photographs - Photos may exist for this station.
 KN0222
 KN0222.The dynamic height is computed by dividing the NAVD 88
 KN0222.geopotential number by the normal gravity value computed on the
 KN0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0222.degrees latitude (g = 980.6199 gals.).
 KN0222
 KN0222.The modeled gravity was interpolated from observed gravity values.
 KN0222
 KN0222;                    North         East    Units  Estimated Accuracy
 KN0222;SPC UT C     - 2,104,110.      530,180.      MT  (+/- 180 meters Scaled)
 KN0222
 KN0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ870468(NAD 83)
 KN0222
 KN0222                          SUPERSEDED SURVEY CONTROL
 KN0222
 KN0222  NGVD 29 (??/??/92) 1890.547  (m)         6202.57   (f) ADJ UNCH    2 0
 KN0222
 KN0222.Superseded values are not recommended for survey control.
 KN0222
 KN0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0222.See file dsdata.pdf to determine how the superseded data were derived.
 KN0222
 KN0222_MARKER: DB = BENCH MARK DISK
 KN0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0222_STAMPING: C 41 1934
 KN0222_MARK LOGO: CGS
 KN0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0222+STABILITY: SURFACE MOTION
 KN0222
 KN0222  HISTORY     - Date     Condition        Report By
 KN0222  HISTORY     - 1934     MONUMENTED       CGS
 KN0222  HISTORY     - 1974     GOOD             USGS
 KN0222
 KN0222                          STATION DESCRIPTION
 KN0222
 KN0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0222'6.5 MI W FROM ORANGEVILLE.
 KN0222'ABOUT 6.5 MILES WEST ALONG STATE HIGHWAY 29 FROM THE PUBLIC SCHOOL AT
 KN0222'ORANGEVILLE, EMERY COUNTY, ON THE OUTSIDE OF A CURVE, ALONG A RIVER
 KN0222'WHERE A CANYON LEAVES THE HIGHWAY TO THE NORTH, AND 30 FEET NORTH OF
 KN0222'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 41 1934
 KN0222'AND SET IN THE TOP OF A CONCRETE POST.
 KN0222
 KN0222                          STATION RECOVERY (1974)
 KN0222
 KN0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KN0222'6.5 MILES WEST ALONG STATE HIGHWAY 29 FROM THE PUBLIC SCHOOL AT
 KN0222'ORANGEVILLE, EMERY COUNTY, ON THE OUTSIDE OF A CURVE ON THE OLD ROAD,
 KN0222'ALONG COTTONWOOD CREEK WHERE A CANYON LEAVES THE HIGHWAY TO THE
 KN0222'NORTH, AND 30 FEET NORTH OF THE OLD ROAD, 220 FEET NORTH OF THE
 KN0222'CENTER LINE OF THE NEW HIGHWAY. A STANDARD DISK, STAMPED D 41 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0328 ***********************************************************************
 KN0328  DESIGNATION -  C 42
 KN0328  PID         -  KN0328
 KN0328  STATE/COUNTY-  UT/UTAH
 KN0328  COUNTRY     -  US
 KN0328  USGS QUAD   -  BIRDSEYE (2017)
 KN0328
 KN0328                         *CURRENT SURVEY CONTROL
 KN0328  ______________________________________________________________________
 KN0328* NAD 83(1986) POSITION- 39 56 35.     (N) 111 32 29.     (W)   SCALED
 KN0328* NAVD 88 ORTHO HEIGHT -  1625.476 (meters)     5332.92  (feet) POSTED
 KN0328  ______________________________________________________________________
 KN0328  GEOID HEIGHT    -        -16.710 (meters)                     GEOID18
 KN0328  DYNAMIC HEIGHT  -       1623.95  (meters)     5327.9   (feet) COMP
 KN0328  MODELED GRAVITY -    979,630.0   (mgal)                       NAVD 88
 KN0328
 KN0328  VERT ORDER      -  * POSTED, SEE BELOW
 KN0328
 KN0328.The horizontal coordinates were scaled from a map and have
 KN0328.an estimated accuracy of +/- 6 seconds.
 KN0328
 KN0328.The orthometric height was determined by differential leveling
 KN0328.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KN0328
 KN0328.* This is a POSTED BENCH MARK height.
 KN0328
 KN0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0328.GEOID18 height accuracy estimate available here.
 KN0328
 KN0328.Click photographs - Photos may exist for this station.
 KN0328
 KN0328.The dynamic height is computed by dividing the NAVD 88
 KN0328.geopotential number by the normal gravity value computed on the
 KN0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0328.degrees latitude (g = 980.6199 gals.).
 KN0328
 KN0328.The modeled gravity was interpolated from observed gravity values.
 KN0328
 KN0328;                    North         East    Units  Estimated Accuracy
 KN0328;SPC UT C     - 2,178,710.      496,460.      MT  (+/- 180 meters Scaled)
 KN0328
 KN0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK537215(NAD 83)
 KN0328
 KN0328                          SUPERSEDED SURVEY CONTROL
 KN0328
 KN0328  NGVD 29 (??/??/92) 1624.385  (m)         5329.34   (f) ADJ UNCH    2 0
 KN0328
 KN0328.Superseded values are not recommended for survey control.
 KN0328
 KN0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0328.See file dsdata.pdf to determine how the superseded data were derived.
 KN0328
 KN0328_MARKER: DB = BENCH MARK DISK
 KN0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0328_STAMPING: C 42 1934
 KN0328_MARK LOGO: CGS
 KN0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0328+STABILITY: SURFACE MOTION
 KN0328
 KN0328  HISTORY     - Date     Condition        Report By
 KN0328  HISTORY     - 1934     MONUMENTED       CGS
 KN0328  HISTORY     - 1975     MARK NOT FOUND   USGS
 KN0328
 KN0328                          STATION DESCRIPTION
 KN0328
 KN0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0328'4.3 MI S FROM THISTLE.
 KN0328'ABOUT 4.3 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0328'FROM THE STATION AT THISTLE, UTAH COUNTY, ABOUT 0.7 MILE SOUTH OF
 KN0328'MILEPOST 4, AT A SWITCH FOR LOADING BROWN GRANITE NEAR A BOX CAR
 KN0328'STATION, ABOUT 100 FEET NORTH OF A CROSSING, 42 FEET SOUTH OF A
 KN0328'PROPERTY CORNER AND A CURVE IN A ROAD, 30 FEET WEST OF THE TRACK, AND
 KN0328'IN LINE WITH THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 42
 KN0328'1934 AND SET IN THE TOP OF A CONCRETE POST.
 KN0328
 KN0328                          STATION RECOVERY (1975)
 KN0328
 KN0328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KN0328'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0072 ***********************************************************************
 KO0072  DESIGNATION -  C 45
 KO0072  PID         -  KO0072
 KO0072  STATE/COUNTY-  UT/JUAB
 KO0072  COUNTRY     -  US
 KO0072  USGS QUAD   -  SAGE VALLEY (2017)
 KO0072
 KO0072                         *CURRENT SURVEY CONTROL
 KO0072  ______________________________________________________________________
 KO0072* NAD 83(1986) POSITION- 39 32 10.     (N) 112 06 37.     (W)   SCALED
 KO0072* NAVD 88 ORTHO HEIGHT -  1489.551 (meters)     4886.97  (feet) ADJUSTED
 KO0072  ______________________________________________________________________
 KO0072  GEOID HEIGHT    -        -18.219 (meters)                     GEOID18
 KO0072  DYNAMIC HEIGHT  -       1488.141 (meters)     4882.34  (feet) COMP
 KO0072  MODELED GRAVITY -    979,628.2   (mgal)                       NAVD 88
 KO0072
 KO0072  VERT ORDER      -  SECOND    CLASS 0
 KO0072
 KO0072.The horizontal coordinates were scaled from a map and have
 KO0072.an estimated accuracy of +/- 6 seconds.
 KO0072
 KO0072.The orthometric height was determined by differential leveling and
 KO0072.adjusted by the NATIONAL GEODETIC SURVEY
 KO0072.in June 1991.
 KO0072
 KO0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0072.GEOID18 height accuracy estimate available here.
 KO0072
 KO0072.Click photographs - Photos may exist for this station.
 KO0072
 KO0072.The dynamic height is computed by dividing the NAVD 88
 KO0072.geopotential number by the normal gravity value computed on the
 KO0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0072.degrees latitude (g = 980.6199 gals.).
 KO0072
 KO0072.The modeled gravity was interpolated from observed gravity values.
 KO0072
 KO0072;                    North         East    Units  Estimated Accuracy
 KO0072;SPC UT C     - 2,133,710.      447,540.      MT  (+/- 180 meters Scaled)
 KO0072
 KO0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ045768(NAD 83)
 KO0072
 KO0072                          SUPERSEDED SURVEY CONTROL
 KO0072
 KO0072  NGVD 29 (??/??/92) 1488.366  (m)         4883.08   (f) ADJ UNCH    2 0
 KO0072
 KO0072.Superseded values are not recommended for survey control.
 KO0072
 KO0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0072.See file dsdata.pdf to determine how the superseded data were derived.
 KO0072
 KO0072_MARKER: DB = BENCH MARK DISK
 KO0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0072_STAMPING: C 45 1934
 KO0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0072+STABILITY: SURFACE MOTION
 KO0072
 KO0072  HISTORY     - Date     Condition        Report By
 KO0072  HISTORY     - 1934     MONUMENTED       CGS
 KO0072
 KO0072                          STATION DESCRIPTION
 KO0072
 KO0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0072'5.8 MI NE FROM MILLS.
 KO0072'ABOUT 5.8 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KO0072'WATER TANK AT MILLS, JUAB COUNTY, ABOUT 6 POLES WEST OF MILEPOST 684,
 KO0072'ABOUT 2 RAILS EAST OF BRIDGE 683.79, 93 FEET WEST OF THE CENTER LINE
 KO0072'OF THE TRACK, AND IN THE RIGHT-OF-WAY LINE.  A STANDARD DISK, STAMPED
 KO0072'C 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0367 ***********************************************************************
 JO0367  DESIGNATION -  C 46
 JO0367  PID         -  JO0367
 JO0367  STATE/COUNTY-  UT/MILLARD
 JO0367  COUNTRY     -  US
 JO0367  USGS QUAD   -  FILLMORE (2017)
 JO0367
 JO0367                         *CURRENT SURVEY CONTROL
 JO0367  ______________________________________________________________________
 JO0367* NAD 83(1986) POSITION- 38 59 49.     (N) 112 21 12.     (W)   SCALED
 JO0367* NAVD 88 ORTHO HEIGHT -  1503.151 (meters)     4931.59  (feet) ADJUSTED
 JO0367  ______________________________________________________________________
 JO0367  GEOID HEIGHT    -        -18.895 (meters)                     GEOID18
 JO0367  DYNAMIC HEIGHT  -       1501.707 (meters)     4926.85  (feet) COMP
 JO0367  MODELED GRAVITY -    979,613.9   (mgal)                       NAVD 88
 JO0367
 JO0367  VERT ORDER      -  SECOND    CLASS 0
 JO0367
 JO0367.The horizontal coordinates were scaled from a map and have
 JO0367.an estimated accuracy of +/- 6 seconds.
 JO0367
 JO0367.The orthometric height was determined by differential leveling and
 JO0367.adjusted by the NATIONAL GEODETIC SURVEY
 JO0367.in June 1991.
 JO0367
 JO0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0367.GEOID18 height accuracy estimate available here.
 JO0367
 JO0367.Click photographs - Photos may exist for this station.
 JO0367
 JO0367.The dynamic height is computed by dividing the NAVD 88
 JO0367.geopotential number by the normal gravity value computed on the
 JO0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0367.degrees latitude (g = 980.6199 gals.).
 JO0367
 JO0367.The modeled gravity was interpolated from observed gravity values.
 JO0367
 JO0367;                    North         East    Units  Estimated Accuracy
 JO0367;SPC UT C     - 2,074,030.      426,080.      MT  (+/- 180 meters Scaled)
 JO0367
 JO0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ828173(NAD 83)
 JO0367
 JO0367                          SUPERSEDED SURVEY CONTROL
 JO0367
 JO0367  NGVD 29 (??/??/92) 1502.054  (m)         4927.99   (f) ADJ UNCH    2 0
 JO0367
 JO0367.Superseded values are not recommended for survey control.
 JO0367
 JO0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0367.See file dsdata.pdf to determine how the superseded data were derived.
 JO0367
 JO0367_MARKER: DB = BENCH MARK DISK
 JO0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0367_STAMPING: C 46 1934
 JO0367_MARK LOGO: CGS
 JO0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0367+STABILITY: SURFACE MOTION
 JO0367
 JO0367  HISTORY     - Date     Condition        Report By
 JO0367  HISTORY     - 1934     MONUMENTED       CGS
 JO0367
 JO0367                          STATION DESCRIPTION
 JO0367
 JO0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0367'3.6 MI NW FROM FILLMORE.
 JO0367'ABOUT 3.6 MILES NORTHWEST ALONG THE LOS ANGELES AND SALT LAKE RAILROAD
 JO0367'FROM THE COURTHOUSE AT FILLMORE, MILLARD COUNTY, ABOUT 6 POLES SOUTH
 JO0367'OF MILEPOST 30, NEAR BRIDGE 30.24, 15 FEET SOUTH OF THE CENTER OF A
 JO0367'CROSSING, AND 15 FEET WEST OF THE CENTER LINE OF THE TRACK. A STANDARD
 JO0367'DISK, STAMPED C 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0248 ***********************************************************************
 JN0248  DESIGNATION -  C 47
 JN0248  PID         -  JN0248
 JN0248  STATE/COUNTY-  UT/PIUTE
 JN0248  COUNTRY     -  US
 JN0248  USGS QUAD   -  ANGLE (2017)
 JN0248
 JN0248                         *CURRENT SURVEY CONTROL
 JN0248  ______________________________________________________________________
 JN0248* NAD 83(1986) POSITION- 38 14 43.98   (N) 111 59 07.98   (W)   HD_HELD1
 JN0248* NAVD 88 ORTHO HEIGHT -  1957.384 (meters)     6421.85  (feet) ADJUSTED
 JN0248  ______________________________________________________________________
 JN0248  GEOID HEIGHT    -        -18.551 (meters)                     GEOID18
 JN0248  DYNAMIC HEIGHT  -       1955.116 (meters)     6414.41  (feet) COMP
 JN0248  MODELED GRAVITY -    979,400.9   (mgal)                       NAVD 88
 JN0248
 JN0248  VERT ORDER      -  SECOND    CLASS 0
 JN0248
 JN0248.The horizontal coordinates were determined by differentially corrected
 JN0248.hand held GPS observations or other comparable positioning techniques
 JN0248.and have an estimated accuracy of +/- 3 meters.
 JN0248
 JN0248.The orthometric height was determined by differential leveling and
 JN0248.adjusted by the NATIONAL GEODETIC SURVEY
 JN0248.in June 1991.
 JN0248
 JN0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0248.GEOID18 height accuracy estimate available here.
 JN0248
 JN0248.Click photographs - Photos may exist for this station.
 JN0248
 JN0248.The dynamic height is computed by dividing the NAVD 88
 JN0248.geopotential number by the normal gravity value computed on the
 JN0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0248.degrees latitude (g = 980.6199 gals.).
 JN0248
 JN0248.The modeled gravity was interpolated from observed gravity values.
 JN0248
 JN0248;                    North         East    Units  Estimated Accuracy
 JN0248;SPC UT S     - 3,175,344.5     457,496.4     MT  (+/- 3 meters HH1 GPS) 
 JN0248
 JN0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH1375933519(NAD 83)
 JN0248
 JN0248                          SUPERSEDED SURVEY CONTROL
 JN0248
 JN0248  NGVD 29 (??/??/92) 1956.126  (m)         6417.72   (f) ADJ UNCH    2 0
 JN0248
 JN0248.Superseded values are not recommended for survey control.
 JN0248
 JN0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0248.See file dsdata.pdf to determine how the superseded data were derived.
 JN0248
 JN0248_MARKER: DB = BENCH MARK DISK
 JN0248_SETTING: 0 = UNSPECIFIED SETTING
 JN0248_STAMPING: C 47 1934
 JN0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0248+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2010
 JN0248
 JN0248  HISTORY     - Date     Condition        Report By
 JN0248  HISTORY     - 1934     MONUMENTED       CGS
 JN0248  HISTORY     - 1969     GOOD             USGS
 JN0248  HISTORY     - 20101210 GOOD             GEOCAC
 JN0248
 JN0248                          STATION DESCRIPTION
 JN0248
 JN0248'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 JN0248'0.6 MI N FROM ANTIMONY.
 JN0248'IN PIUTE COUNTY, 0.6 MILE NORTH ALONG STATE HIGHWAY 62 FROM THE
 JN0248'JUNCTION OF STATE HIGHWAYS 22 AND 62 TO A Y ROAD FORK, TAKE THE RIGHT
 JN0248'FORK AND FOLLOW THE OLD ROAD 4.7 MILES, 39 FEET SOUTH OF A ROAD FORK
 JN0248'TO ANGLE, AND 37 FEET EAST OF THE CENTERLINE OF THE OLD ROAD.
 JN0248
 JN0248                          STATION RECOVERY (2010)
 JN0248
 JN0248'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 JN0248'MARK IS 12.2 FT E OF THE CENTER OF A MANHOLE COVER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0139 ***********************************************************************
 JO0139  DESIGNATION -  C 48
 JO0139  PID         -  JO0139
 JO0139  STATE/COUNTY-  UT/PIUTE
 JO0139  COUNTRY     -  US
 JO0139  USGS QUAD   -  JUNCTION (2017)
 JO0139
 JO0139                         *CURRENT SURVEY CONTROL
 JO0139  ______________________________________________________________________
 JO0139* NAD 83(1986) POSITION- 38 12 03.     (N) 112 10 07.     (W)   SCALED
 JO0139* NAVD 88 ORTHO HEIGHT -  1839.531 (meters)     6035.19  (feet) ADJUSTED
 JO0139  ______________________________________________________________________
 JO0139  GEOID HEIGHT    -        -19.131 (meters)                     GEOID18
 JO0139  DYNAMIC HEIGHT  -       1837.409 (meters)     6028.23  (feet) COMP
 JO0139  MODELED GRAVITY -    979,410.4   (mgal)                       NAVD 88
 JO0139
 JO0139  VERT ORDER      -  SECOND    CLASS 0
 JO0139
 JO0139.The horizontal coordinates were scaled from a map and have
 JO0139.an estimated accuracy of +/- 6 seconds.
 JO0139
 JO0139.The orthometric height was determined by differential leveling and
 JO0139.adjusted by the NATIONAL GEODETIC SURVEY
 JO0139.in June 1991.
 JO0139
 JO0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0139.GEOID18 height accuracy estimate available here.
 JO0139
 JO0139.Click photographs - Photos may exist for this station.
 JO0139
 JO0139.The dynamic height is computed by dividing the NAVD 88
 JO0139.geopotential number by the normal gravity value computed on the
 JO0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0139.degrees latitude (g = 980.6199 gals.).
 JO0139
 JO0139.The modeled gravity was interpolated from observed gravity values.
 JO0139
 JO0139;                    North         East    Units  Estimated Accuracy
 JO0139;SPC UT S     - 3,170,480.      441,440.      MT  (+/- 180 meters Scaled)
 JO0139
 JO0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH976287(NAD 83)
 JO0139
 JO0139                          SUPERSEDED SURVEY CONTROL
 JO0139
 JO0139  NGVD 29 (??/??/92) 1838.295  (m)         6031.14   (f) ADJ UNCH    2 0
 JO0139
 JO0139.Superseded values are not recommended for survey control.
 JO0139
 JO0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0139.See file dsdata.pdf to determine how the superseded data were derived.
 JO0139
 JO0139_MARKER: DB = BENCH MARK DISK
 JO0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0139_STAMPING: C 48 1934
 JO0139_MARK LOGO: CGS
 JO0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0139+STABILITY: SURFACE MOTION
 JO0139
 JO0139  HISTORY     - Date     Condition        Report By
 JO0139  HISTORY     - 1934     MONUMENTED       CGS
 JO0139  HISTORY     - 1966     MARK NOT FOUND   CGS
 JO0139
 JO0139                          STATION DESCRIPTION
 JO0139
 JO0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JO0139'3.5 MI E FROM JUNCTION.
 JO0139'3.5 MILES EAST ALONG STATE HIGHWAY 22 FROM THE JUNCTION WITH U.S.
 JO0139'HIGHWAY 89 AT JUNCTION, PIUTE COUNTY, AT THE FOOT OF A HIGH RIM ROCK,
 JO0139'AND 30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND SET IN THE TOP
 JO0139'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0207 ***********************************************************************
 JO0207  DESIGNATION -  C 5
 JO0207  PID         -  JO0207
 JO0207  STATE/COUNTY-  UT/BEAVER
 JO0207  COUNTRY     -  US
 JO0207  USGS QUAD   -  READ (2017)
 JO0207
 JO0207                         *CURRENT SURVEY CONTROL
 JO0207  ______________________________________________________________________
 JO0207* NAD 83(1986) POSITION- 38 34 20.3    (N) 112 59 05.5    (W)   HD_HELD2
 JO0207* NAVD 88 ORTHO HEIGHT -  1489.659 (meters)     4887.32  (feet) ADJUSTED
 JO0207  ______________________________________________________________________
 JO0207  GEOID HEIGHT    -        -20.733 (meters)                     GEOID18
 JO0207  DYNAMIC HEIGHT  -       1488.134 (meters)     4882.32  (feet) COMP
 JO0207  MODELED GRAVITY -    979,552.8   (mgal)                       NAVD 88
 JO0207  OBS GRAVITY     -    979,550.3   (mgal)                       GRAV_OBS
 JO0207
 JO0207  VERT ORDER      -  FIRST     CLASS I
 JO0207
 JO0207.The horizontal coordinates were established by autonomous hand held GPS
 JO0207.observations and have an estimated accuracy of +/- 10 meters.
 JO0207
 JO0207.The orthometric height was determined by differential leveling and
 JO0207.adjusted by the NATIONAL GEODETIC SURVEY
 JO0207.in June 1991.
 JO0207
 JO0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0207.GEOID18 height accuracy estimate available here.
 JO0207
 JO0207.Click photographs - Photos may exist for this station.
 JO0207
 JO0207.The dynamic height is computed by dividing the NAVD 88
 JO0207.geopotential number by the normal gravity value computed on the
 JO0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0207.degrees latitude (g = 980.6199 gals.).
 JO0207
 JO0207.The modeled gravity was interpolated from observed gravity values.
 JO0207
 JO0207.The observed gravity was obtained from relative gravimeter ties
 JO0207.to the IGSN71 gravity network.
 JO0207
 JO0207;                    North         East    Units  Estimated Accuracy
 JO0207;SPC UT S     - 3,212,533.      370,601.      MT  (+/- 10 meters HH2 GPS)
 JO0207
 JO0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH2708971184(NAD 83)
 JO0207
 JO0207                          SUPERSEDED SURVEY CONTROL
 JO0207
 JO0207  NGVD 29 (??/??/92) 1488.593  (m)         4883.83   (f) ADJ UNCH    1 1
 JO0207
 JO0207.Superseded values are not recommended for survey control.
 JO0207
 JO0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0207.See file dsdata.pdf to determine how the superseded data were derived.
 JO0207
 JO0207_MARKER: Q = CHISELED SQUARE
 JO0207_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JO0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0207+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2012
 JO0207
 JO0207  HISTORY     - Date     Condition        Report By
 JO0207  HISTORY     - 1908     MONUMENTED       CGS
 JO0207  HISTORY     - 1970     GOOD             NGS
 JO0207  HISTORY     - 20120229 GOOD             GEOCAC
 JO0207
 JO0207                          STATION DESCRIPTION
 JO0207
 JO0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0207'9.95 MI S FROM BLACK ROCK.
 JO0207'9.95 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JO0207'BLACK ROCK, 2 1/2 POLES SOUTH AND ACROSS THE TRACK FROM MILEPOLE
 JO0207'589.50, 61.3 FEET EAST OF THE EAST RAIL, 39.0 FEET WEST OF A FENCE, 64
 JO0207'FEET NORTHWEST OF A POWER POLE, 99 FEET SOUTHWEST OF A POWER POLE, 1.0
 JO0207'FOOT SOUTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, THE
 JO0207'BOTTOM OF A SQUARE HOLE IN THE TOP OF A STONE POST PROJECTING 0.2 FOOT
 JO0207'ABOVE THE GROUND.  NOTE-- THE WEST SIDE OF THE POST IS CHIPPED BUT IS
 JO0207'STILL SOLID.
 JO0207
 JO0207                          STATION RECOVERY (2012)
 JO0207
 JO0207'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 JO0207'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0295 ***********************************************************************
 JN0295  DESIGNATION -  C 50
 JN0295  PID         -  JN0295
 JN0295  STATE/COUNTY-  UT/SEVIER
 JN0295  COUNTRY     -  US
 JN0295  USGS QUAD   -  STEVES MOUNTAIN (2017)
 JN0295
 JN0295                         *CURRENT SURVEY CONTROL
 JN0295  ______________________________________________________________________
 JN0295* NAD 83(1986) POSITION- 38 54 07.     (N) 111 37 57.     (W)   SCALED
 JN0295* NAVD 88 ORTHO HEIGHT -  1935.760 (meters)     6350.91  (feet) ADJUSTED
 JN0295  ______________________________________________________________________
 JN0295  GEOID HEIGHT    -        -17.419 (meters)                     GEOID18
 JN0295  DYNAMIC HEIGHT  -       1933.660 (meters)     6344.02  (feet) COMP
 JN0295  MODELED GRAVITY -    979,474.0   (mgal)                       NAVD 88
 JN0295
 JN0295  VERT ORDER      -  SECOND    CLASS 0
 JN0295
 JN0295.The horizontal coordinates were scaled from a map and have
 JN0295.an estimated accuracy of +/- 6 seconds.
 JN0295
 JN0295.The orthometric height was determined by differential leveling and
 JN0295.adjusted by the NATIONAL GEODETIC SURVEY
 JN0295.in June 1991.
 JN0295
 JN0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0295.GEOID18 height accuracy estimate available here.
 JN0295
 JN0295.Click photographs - Photos may exist for this station.
 JN0295
 JN0295.The dynamic height is computed by dividing the NAVD 88
 JN0295.geopotential number by the normal gravity value computed on the
 JN0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0295.degrees latitude (g = 980.6199 gals.).
 JN0295
 JN0295.The modeled gravity was interpolated from observed gravity values.
 JN0295
 JN0295;                    North         East    Units  Estimated Accuracy
 JN0295;SPC UT C     - 2,063,140.      488,510.      MT  (+/- 180 meters Scaled)
 JN0295
 JN0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ451060(NAD 83)
 JN0295
 JN0295                          SUPERSEDED SURVEY CONTROL
 JN0295
 JN0295  NGVD 29 (??/??/92) 1934.508  (m)         6346.80   (f) ADJ UNCH    2 0
 JN0295
 JN0295.Superseded values are not recommended for survey control.
 JN0295
 JN0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0295.See file dsdata.pdf to determine how the superseded data were derived.
 JN0295
 JN0295_MARKER: DD = SURVEY DISK
 JN0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0295_STAMPING: C 50 1934
 JN0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0295+STABILITY: SURFACE MOTION
 JN0295
 JN0295  HISTORY     - Date     Condition        Report By
 JN0295  HISTORY     - 1934     MONUMENTED       BPR
 JN0295
 JN0295                          STATION DESCRIPTION
 JN0295
 JN0295'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1934
 JN0295'15.6 MI E FROM SALINA.
 JN0295'ABOUT 15.6 MILE EAST ALONG STATE HIGHWAY 10 FROM THE DENVER AND RIO
 JN0295'GRANDE WESTERN RAILROAD STATION AT SALINA, SEVIER COUNTY, AND 44 FEET
 JN0295'NORTH OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF
 JN0295'PUBLIC ROADS STANDARD DISK, STAMPED C 50 1934 AND SET IN THE TOP OF A
 JN0295'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0136 ***********************************************************************
 KN0136  DESIGNATION -  C 51
 KN0136  PID         -  KN0136
 KN0136  STATE/COUNTY-  UT/CARBON
 KN0136  COUNTRY     -  US
 KN0136  USGS QUAD   -  PRICE (2017)
 KN0136
 KN0136                         *CURRENT SURVEY CONTROL
 KN0136  ______________________________________________________________________
 KN0136* NAD 83(1986) POSITION- 39 31 29.0    (N) 110 49 19.8    (W)   HD_HELD2
 KN0136* NAVD 88 ORTHO HEIGHT -  1713.411 (meters)     5621.42  (feet) ADJUSTED
 KN0136  ______________________________________________________________________
 KN0136  GEOID HEIGHT    -        -17.009 (meters)                     GEOID18
 KN0136  DYNAMIC HEIGHT  -       1711.748 (meters)     5615.96  (feet) COMP
 KN0136  MODELED GRAVITY -    979,595.6   (mgal)                       NAVD 88
 KN0136
 KN0136  VERT ORDER      -  SECOND    CLASS 0
 KN0136
 KN0136.The horizontal coordinates were established by autonomous hand held GPS
 KN0136.observations and have an estimated accuracy of +/- 10 meters.
 KN0136
 KN0136.The orthometric height was determined by differential leveling and
 KN0136.adjusted by the NATIONAL GEODETIC SURVEY
 KN0136.in June 1991.
 KN0136
 KN0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0136.GEOID18 height accuracy estimate available here.
 KN0136
 KN0136.Click photographs - Photos may exist for this station.
 KN0136
 KN0136.The dynamic height is computed by dividing the NAVD 88
 KN0136.geopotential number by the normal gravity value computed on the
 KN0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0136.degrees latitude (g = 980.6199 gals.).
 KN0136
 KN0136.The modeled gravity was interpolated from observed gravity values.
 KN0136
 KN0136;                    North         East    Units  Estimated Accuracy
 KN0136;SPC UT C     - 2,132,487.      558,276.      MT  (+/- 10 meters HH2 GPS)
 KN0136
 KN0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ1528475023(NAD 83)
 KN0136
 KN0136                          SUPERSEDED SURVEY CONTROL
 KN0136
 KN0136  NGVD 29 (??/??/92) 1712.366  (m)         5617.99   (f) ADJ UNCH    2 0
 KN0136
 KN0136.Superseded values are not recommended for survey control.
 KN0136
 KN0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0136.See file dsdata.pdf to determine how the superseded data were derived.
 KN0136
 KN0136_MARKER: DB = BENCH MARK DISK
 KN0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0136_SP_SET: BRIDGE
 KN0136_STAMPING: C 51 1934
 KN0136_MARK LOGO: CGS
 KN0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KN0136+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2014
 KN0136
 KN0136  HISTORY     - Date     Condition        Report By
 KN0136  HISTORY     - 1934     MONUMENTED       CGS
 KN0136  HISTORY     - 1972     GOOD             USGS
 KN0136  HISTORY     - 20091022 GOOD             GEOCAC
 KN0136  HISTORY     - 20140305 GOOD             INDIV
 KN0136
 KN0136                          STATION DESCRIPTION
 KN0136
 KN0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0136'5.4 MI SE FROM PRICE.
 KN0136'ABOUT 5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 KN0136'AT PRICE, CARBON COUNTY, ABOUT 2 MILES WEST OF A HOUSE, ABOUT 300 FEET
 KN0136'NORTH OF A MAIL BOX, AT A FARM ROAD LEADING EAST, AT A CONCRETE BRIDGE
 KN0136'OVER A CAUAL, AND IN THE SOUTHEAST WING.  A STANDARD DISK, STAMPED C
 KN0136'51 1934.
 KN0136
 KN0136                          STATION RECOVERY (1972)
 KN0136
 KN0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KN0136'THE ALIGNMENT OF HWY 10 HAS BEEN CHANGED SUCH THAT THE BM IS NOW
 KN0136'ABOUT 0.1 MILE TO THE EAST OF THE HWY.
 KN0136
 KN0136                          STATION RECOVERY (2009)
 KN0136
 KN0136'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 KN0136'RECOVERED IN GOOD CONDITION.
 KN0136
 KN0136                          STATION RECOVERY (2014)
 KN0136
 KN0136'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (BG)
 KN0136'NOT SUITABLE FOR LONG DURATION GPS SURVEY SINCE IT IS IN A CONCRETE
 KN0136'WALL WITH NO POTENTIAL FOR TRIPOD PLACEMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0016 ***********************************************************************
 KN0016  DESIGNATION -  C 52
 KN0016  PID         -  KN0016
 KN0016  STATE/COUNTY-  UT/CARBON
 KN0016  COUNTRY     -  US
 KN0016  USGS QUAD   -  WOOD CANYON (2017)
 KN0016
 KN0016                         *CURRENT SURVEY CONTROL
 KN0016  ______________________________________________________________________
 KN0016* NAD 83(1986) POSITION- 39 46 30.     (N) 110 27 18.     (W)   SCALED
 KN0016* NAVD 88 ORTHO HEIGHT -  2017.334 (meters)     6618.54  (feet) ADJUSTED
 KN0016  ______________________________________________________________________
 KN0016  GEOID HEIGHT    -        -16.620 (meters)                     GEOID18
 KN0016  DYNAMIC HEIGHT  -       2015.234 (meters)     6611.65  (feet) COMP
 KN0016  MODELED GRAVITY -    979,513.5   (mgal)                       NAVD 88
 KN0016
 KN0016  VERT ORDER      -  SECOND    CLASS 0
 KN0016
 KN0016.The horizontal coordinates were scaled from a map and have
 KN0016.an estimated accuracy of +/- 6 seconds.
 KN0016
 KN0016.The orthometric height was determined by differential leveling and
 KN0016.adjusted by the NATIONAL GEODETIC SURVEY
 KN0016.in June 1991.
 KN0016
 KN0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0016.GEOID18 height accuracy estimate available here.
 KN0016
 KN0016.Click photographs - Photos may exist for this station.
 KN0016
 KN0016.The dynamic height is computed by dividing the NAVD 88
 KN0016.geopotential number by the normal gravity value computed on the
 KN0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0016.degrees latitude (g = 980.6199 gals.).
 KN0016
 KN0016.The modeled gravity was interpolated from observed gravity values.
 KN0016
 KN0016;                    North         East    Units  Estimated Accuracy
 KN0016;SPC UT C     - 2,160,570.      589,520.      MT  (+/- 180 meters Scaled)
 KN0016
 KN0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK466029(NAD 83)
 KN0016
 KN0016                          SUPERSEDED SURVEY CONTROL
 KN0016
 KN0016  NGVD 29 (??/??/92) 2016.056  (m)         6614.34   (f) ADJ UNCH    2 0
 KN0016
 KN0016.Superseded values are not recommended for survey control.
 KN0016
 KN0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0016.See file dsdata.pdf to determine how the superseded data were derived.
 KN0016
 KN0016_MARKER: DB = BENCH MARK DISK
 KN0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0016_STAMPING: C 52 1934
 KN0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0016+STABILITY: SURFACE MOTION
 KN0016
 KN0016  HISTORY     - Date     Condition        Report By
 KN0016  HISTORY     - 1934     MONUMENTED       CGS
 KN0016
 KN0016                          STATION DESCRIPTION
 KN0016
 KN0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0016'3.9 MI E FROM WELLINGTON.
 KN0016'ABOUT 3.9 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE DENVER AND RIO
 KN0016'GRANDE WESTERN RAILROAD STATION AT WELLINGTON, CARBON COUNTY, THENCE
 KN0016'ABOUT 22.3 MILES NORTHEAST ALONG STATE HIGHWAY 53.  ABOUT 11.5 MILES
 KN0016'NORTHEAST OF THE NINE MILE COAL MINE, ABOUT 200 FEET NORTHWEST OF A
 KN0016'RANCH CABIN, IN A SMALL CLEARING UNDER AN IRRIGATION DITCH, AND 33
 KN0016'FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 KN0016'C 52 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0432 ***********************************************************************
 LO0432  DESIGNATION -  C 54
 LO0432  PID         -  LO0432
 LO0432  STATE/COUNTY-  UT/WASATCH
 LO0432  COUNTRY     -  US
 LO0432  USGS QUAD   -  STRAWBERRY RESERVOIR NW (2017)
 LO0432
 LO0432                         *CURRENT SURVEY CONTROL
 LO0432  ______________________________________________________________________
 LO0432* NAD 83(1986) POSITION- 40 09 28.     (N) 111 12 04.     (W)   SCALED
 LO0432* NAVD 88 ORTHO HEIGHT -  2417.826 (meters)     7932.48  (feet) ADJUSTED
 LO0432  ______________________________________________________________________
 LO0432  GEOID HEIGHT    -        -15.757 (meters)                     GEOID18
 LO0432  DYNAMIC HEIGHT  -       2415.281 (meters)     7924.13  (feet) COMP
 LO0432  MODELED GRAVITY -    979,485.2   (mgal)                       NAVD 88
 LO0432
 LO0432  VERT ORDER      -  SECOND    CLASS 0
 LO0432
 LO0432.The horizontal coordinates were scaled from a map and have
 LO0432.an estimated accuracy of +/- 6 seconds.
 LO0432
 LO0432.The orthometric height was determined by differential leveling and
 LO0432.adjusted by the NATIONAL GEODETIC SURVEY
 LO0432.in June 1991.
 LO0432
 LO0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0432.GEOID18 height accuracy estimate available here.
 LO0432
 LO0432.Click photographs - Photos may exist for this station.
 LO0432
 LO0432.The dynamic height is computed by dividing the NAVD 88
 LO0432.geopotential number by the normal gravity value computed on the
 LO0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0432.degrees latitude (g = 980.6199 gals.).
 LO0432
 LO0432.The modeled gravity was interpolated from observed gravity values.
 LO0432
 LO0432;                    North         East    Units  Estimated Accuracy
 LO0432;SPC UT C     - 2,202,590.      525,460.      MT  (+/- 180 meters Scaled)
 LO0432
 LO0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK828452(NAD 83)
 LO0432
 LO0432                          SUPERSEDED SURVEY CONTROL
 LO0432
 LO0432  NGVD 29 (??/??/92) 2416.471  (m)         7928.04   (f) ADJ UNCH    2 0
 LO0432
 LO0432.Superseded values are not recommended for survey control.
 LO0432
 LO0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0432.See file dsdata.pdf to determine how the superseded data were derived.
 LO0432
 LO0432_MARKER: DB = BENCH MARK DISK
 LO0432_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0432_SP_SET: CULVERT HEADWALL
 LO0432_STAMPING: C 54 1934
 LO0432_MARK LOGO: CGS
 LO0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0432+STABILITY: SURFACE MOTION
 LO0432
 LO0432  HISTORY     - Date     Condition        Report By
 LO0432  HISTORY     - 1934     MONUMENTED       CGS
 LO0432  HISTORY     - 1964     GOOD             USGS
 LO0432
 LO0432                          STATION DESCRIPTION
 LO0432
 LO0432'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LO0432'22.8 MI W FROM FRUITLAND.
 LO0432'IN WASATCH COUNTY, 22.8 MILES WEST ON US 40 FROM FRUITLAND, DUCHESNE
 LO0432'COUNTY, THENCE 5.4 MILES SOUTH ALONG PAVED ROAD TO EAST PORTAL, THENCE
 LO0432'1.0 MILES SOUTH ALONG ROAD TO SPANISH FORK, 0.2 MILES NORTH OF ROAD TO
 LO0432'INDIAN CREEK, ON THE OUTSIDE OF A CURVE, AT A STONE CULVERT, 14.0 FEET
 LO0432'WEST OF CENTERLINE OF ROAD, AND IN THE TOP OF THE WEST STONE HEADWALL.
 LO0432'A STANDARD DISK STAMPED C 54 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0497 ***********************************************************************
 LO0497  DESIGNATION -  C 55
 LO0497  PID         -  LO0497
 LO0497  STATE/COUNTY-  UT/UTAH
 LO0497  COUNTRY     -  US
 LO0497  USGS QUAD   -  WEST MOUNTAIN (2017)
 LO0497
 LO0497                         *CURRENT SURVEY CONTROL
 LO0497  ______________________________________________________________________
 LO0497* NAD 83(1986) POSITION- 40 00 45.     (N) 111 46 32.     (W)   SCALED
 LO0497* NAVD 88 ORTHO HEIGHT -  1428.412 (meters)     4686.38  (feet) ADJUSTED
 LO0497  ______________________________________________________________________
 LO0497  GEOID HEIGHT    -        -17.423 (meters)                     GEOID18
 LO0497  DYNAMIC HEIGHT  -       1427.146 (meters)     4682.23  (feet) COMP
 LO0497  MODELED GRAVITY -    979,690.1   (mgal)                       NAVD 88
 LO0497
 LO0497  VERT ORDER      -  SECOND    CLASS 0
 LO0497
 LO0497.The horizontal coordinates were scaled from a map and have
 LO0497.an estimated accuracy of +/- 6 seconds.
 LO0497
 LO0497.The orthometric height was determined by differential leveling and
 LO0497.adjusted by the NATIONAL GEODETIC SURVEY
 LO0497.in June 1991.
 LO0497
 LO0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0497.GEOID18 height accuracy estimate available here.
 LO0497
 LO0497.Click photographs - Photos may exist for this station.
 LO0497
 LO0497.The dynamic height is computed by dividing the NAVD 88
 LO0497.geopotential number by the normal gravity value computed on the
 LO0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0497.degrees latitude (g = 980.6199 gals.).
 LO0497
 LO0497.The modeled gravity was interpolated from observed gravity values.
 LO0497
 LO0497;                    North         East    Units  Estimated Accuracy
 LO0497;SPC UT C     - 2,186,460.      476,480.      MT  (+/- 180 meters Scaled)
 LO0497
 LO0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK338294(NAD 83)
 LO0497
 LO0497                          SUPERSEDED SURVEY CONTROL
 LO0497
 LO0497  NGVD 29 (??/??/92) 1427.358  (m)         4682.92   (f) ADJ UNCH    2 0
 LO0497
 LO0497.Superseded values are not recommended for survey control.
 LO0497
 LO0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0497.See file dsdata.pdf to determine how the superseded data were derived.
 LO0497
 LO0497_MARKER: DB = BENCH MARK DISK
 LO0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0497_STAMPING: C 55 1934
 LO0497_MARK LOGO: CGS
 LO0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0497+STABILITY: SURFACE MOTION
 LO0497
 LO0497  HISTORY     - Date     Condition        Report By
 LO0497  HISTORY     - 1934     MONUMENTED       CGS
 LO0497  HISTORY     - 19900401 MARK NOT FOUND   USGS
 LO0497
 LO0497                          STATION DESCRIPTION
 LO0497
 LO0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0497'2.4 MI SW FROM PAYSON.
 LO0497'ABOUT 2.4 MILES SOUTHWEST ALONG THE LOS ANGELES AND SALT LAKE RAILROAD
 LO0497'FROM THE STATION AT PAYSON, UTAH COUNTY, ABOUT 1 RAIL SOUTH OF THE
 LO0497'CENTER OF A ROAD CROSSING, NEAR CULVERT 734.54, AND 39 FEET NORTHWEST
 LO0497'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED C 55 1934
 LO0497'AND SET IN THE TOP OF A CONCRETE POST.
 LO0497
 LO0497                          STATION RECOVERY (1990)
 LO0497
 LO0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SB)
 LO0497'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0337 ***********************************************************************
 KN0337  DESIGNATION -  C 56
 KN0337  PID         -  KN0337
 KN0337  STATE/COUNTY-  UT/UTAH
 KN0337  COUNTRY     -  US
 KN0337  USGS QUAD   -  GOSHEN (2017)
 KN0337
 KN0337                         *CURRENT SURVEY CONTROL
 KN0337  ______________________________________________________________________
 KN0337* NAD 83(1986) POSITION- 39 57 41.09   (N) 111 53 55.77   (W)   HD_HELD1
 KN0337* NAVD 88 ORTHO HEIGHT -  1382.539 (meters)     4535.88  (feet) ADJUSTED
 KN0337  ______________________________________________________________________
 KN0337  GEOID HEIGHT    -        -17.697 (meters)                     GEOID18
 KN0337  DYNAMIC HEIGHT  -       1381.315 (meters)     4531.86  (feet) COMP
 KN0337  MODELED GRAVITY -    979,693.4   (mgal)                       NAVD 88
 KN0337
 KN0337  VERT ORDER      -  SECOND    CLASS 0
 KN0337
 KN0337.The horizontal coordinates were determined by differentially corrected
 KN0337.hand held GPS observations or other comparable positioning techniques
 KN0337.and have an estimated accuracy of +/- 3 meters.
 KN0337
 KN0337.The orthometric height was determined by differential leveling and
 KN0337.adjusted by the NATIONAL GEODETIC SURVEY
 KN0337.in June 1991.
 KN0337
 KN0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0337.GEOID18 height accuracy estimate available here.
 KN0337
 KN0337.Click photographs - Photos may exist for this station.
 KN0337
 KN0337.The dynamic height is computed by dividing the NAVD 88
 KN0337.geopotential number by the normal gravity value computed on the
 KN0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0337.degrees latitude (g = 980.6199 gals.).
 KN0337
 KN0337.The modeled gravity was interpolated from observed gravity values.
 KN0337
 KN0337;                    North         East    Units  Estimated Accuracy
 KN0337;SPC UT C     - 2,180,823.3     465,927.1     MT  (+/- 3 meters HH1 GPS) 
 KN0337
 KN0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK2323223861(NAD 83)
 KN0337
 KN0337                          SUPERSEDED SURVEY CONTROL
 KN0337
 KN0337  NGVD 29 (??/??/92) 1381.473  (m)         4532.38   (f) ADJ UNCH    2 0
 KN0337
 KN0337.Superseded values are not recommended for survey control.
 KN0337
 KN0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0337.See file dsdata.pdf to determine how the superseded data were derived.
 KN0337
 KN0337_MARKER: DB = BENCH MARK DISK
 KN0337_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KN0337+WITH SETTING: PAVEMENT
 KN0337_SP_SET: WATER TOWER
 KN0337_STAMPING: C 56 1934
 KN0337_MARK LOGO: CGS
 KN0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0337
 KN0337  HISTORY     - Date     Condition        Report By
 KN0337  HISTORY     - 1934     MONUMENTED       CGS
 KN0337
 KN0337                          STATION DESCRIPTION
 KN0337
 KN0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0337'IN GOSHEN.
 KN0337'AT GOSHEN, UTAH COUNTY, ABOUT 6 RAILS WEST OF THE DENVER AND RIO
 KN0337'GRANDE WESTERN RAILROAD STATION, AT THE WATER TOWER, IN THE TOP OF THE
 KN0337'SOUTHEAST BASE, AND 9 FEET NORTH OF THE CENTER LINE OF THE TRACK. A
 KN0337'STANDARD DISK, STAMPED C 56 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0123 ***********************************************************************
 HO0123  DESIGNATION -  C 57 RESET
 HO0123  PID         -  HO0123
 HO0123  STATE/COUNTY-  UT/KANE
 HO0123  COUNTRY     -  US
 HO0123  USGS QUAD   -  KANAB (2017)
 HO0123
 HO0123                         *CURRENT SURVEY CONTROL
 HO0123  ______________________________________________________________________
 HO0123* NAD 83(1986) POSITION- 37 04 26.88   (N) 112 32 09.66   (W)   HD_HELD1
 HO0123* NAVD 88 ORTHO HEIGHT -  1533.016 (meters)     5029.57  (feet) ADJUSTED
 HO0123  ______________________________________________________________________
 HO0123  GEOID HEIGHT    -        -21.979 (meters)                     GEOID18
 HO0123  DYNAMIC HEIGHT  -       1531.254 (meters)     5023.79  (feet) COMP
 HO0123  MODELED GRAVITY -    979,427.6   (mgal)                       NAVD 88
 HO0123
 HO0123  VERT ORDER      -  FIRST     CLASS II
 HO0123
 HO0123.The horizontal coordinates were determined by differentially corrected
 HO0123.hand held GPS observations or other comparable positioning techniques
 HO0123.and have an estimated accuracy of +/- 3 meters.
 HO0123
 HO0123.The orthometric height was determined by differential leveling and
 HO0123.adjusted by the NATIONAL GEODETIC SURVEY
 HO0123.in June 1991.
 HO0123
 HO0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0123.GEOID18 height accuracy estimate available here.
 HO0123
 HO0123.Click photographs - Photos may exist for this station.
 HO0123
 HO0123.The dynamic height is computed by dividing the NAVD 88
 HO0123.geopotential number by the normal gravity value computed on the
 HO0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0123.degrees latitude (g = 980.6199 gals.).
 HO0123
 HO0123.The modeled gravity was interpolated from observed gravity values.
 HO0123
 HO0123;                    North         East    Units  Estimated Accuracy
 HO0123;SPC UT S     - 3,045,732.6     407,871.4     MT  (+/- 3 meters HH1 GPS) 
 HO0123
 HO0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG6345904199(NAD 83)
 HO0123
 HO0123                          SUPERSEDED SURVEY CONTROL
 HO0123
 HO0123  NGVD 29 (??/??/??) 1532.35   (m)         5027.4    (f) RESET       3  
 HO0123
 HO0123.Superseded values are not recommended for survey control.
 HO0123
 HO0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0123.See file dsdata.pdf to determine how the superseded data were derived.
 HO0123
 HO0123_MARKER: DB = BENCH MARK DISK
 HO0123_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0123_SP_SET: CULVERT
 HO0123_STAMPING: C 57 RESET 1952
 HO0123_MARK LOGO: CGS
 HO0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0123+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2012
 HO0123
 HO0123  HISTORY     - Date     Condition        Report By
 HO0123  HISTORY     - 1952     MONUMENTED       CGS
 HO0123  HISTORY     - 1983     GOOD             NGS
 HO0123  HISTORY     - 20120610 GOOD             GEOCAC
 HO0123
 HO0123                          STATION DESCRIPTION
 HO0123
 HO0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HO0123'2.1 MI NW FROM KANAB.
 HO0123'2.1 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM KANAB, KANE COUNTY, AT
 HO0123'A 6- BY 6-FOOT CONCRETE-BOX CULVERT AT STATION 73+92, IN THE SOUTH END
 HO0123'OF THE EAST HEAD WALL, AND 42 FEET EAST OF THE CENTERLINE OF THE
 HO0123'HIGHWAY.  A STANDARD DISK, STAMPED C 57 RESET 1952.
 HO0123
 HO0123                          STATION RECOVERY (1983)
 HO0123
 HO0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0123'RECOVERED IN GOOD CONDITION.  ADD--3.4 KM (2.1 MI) NORTHWEST OF THE
 HO0123'CHURCH OF LATTER DAY SAINTS IN KANAB.
 HO0123
 HO0123                          STATION RECOVERY (2012)
 HO0123
 HO0123'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0123'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0250 ***********************************************************************
 HO0250  DESIGNATION -  C 58
 HO0250  PID         -  HO0250
 HO0250  STATE/COUNTY-  UT/WASHINGTON
 HO0250  COUNTRY     -  US
 HO0250  USGS QUAD   -  SHIVWITS (2017)
 HO0250
 HO0250                         *CURRENT SURVEY CONTROL
 HO0250  ______________________________________________________________________
 HO0250* NAD 83(1986) POSITION- 37 08 22.     (N) 113 49 08.     (W)   SCALED
 HO0250* NAVD 88 ORTHO HEIGHT -  1285.284 (meters)     4216.80  (feet) POSTED
 HO0250  ______________________________________________________________________
 HO0250  GEOID HEIGHT    -        -24.499 (meters)                     GEOID18
 HO0250  DYNAMIC HEIGHT  -       1283.90  (meters)     4212.3   (feet) COMP
 HO0250  MODELED GRAVITY -    979,509.1   (mgal)                       NAVD 88
 HO0250
 HO0250  VERT ORDER      -  * POSTED, SEE BELOW
 HO0250
 HO0250.The horizontal coordinates were scaled from a map and have
 HO0250.an estimated accuracy of +/- 6 seconds.
 HO0250
 HO0250.The orthometric height was determined by differential leveling
 HO0250.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0250
 HO0250.* This is a POSTED BENCH MARK height.
 HO0250
 HO0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0250.GEOID18 height accuracy estimate available here.
 HO0250
 HO0250.Click photographs - Photos may exist for this station.
 HO0250
 HO0250.The dynamic height is computed by dividing the NAVD 88
 HO0250.geopotential number by the normal gravity value computed on the
 HO0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0250.degrees latitude (g = 980.6199 gals.).
 HO0250
 HO0250.The modeled gravity was interpolated from observed gravity values.
 HO0250
 HO0250;                    North         East    Units  Estimated Accuracy
 HO0250;SPC UT S     - 3,055,030.      293,990.      MT  (+/- 180 meters Scaled)
 HO0250
 HO0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG496140(NAD 83)
 HO0250
 HO0250                          SUPERSEDED SURVEY CONTROL
 HO0250
 HO0250  NGVD 29 (??/??/92) 1284.38   (m)         4213.8    (f) COMPUTED    2 0
 HO0250
 HO0250.Superseded values are not recommended for survey control.
 HO0250
 HO0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0250.See file dsdata.pdf to determine how the superseded data were derived.
 HO0250
 HO0250_MARKER: DB = BENCH MARK DISK
 HO0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0250_STAMPING: C 58 1934
 HO0250_MARK LOGO: CGS
 HO0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0250+STABILITY: SURFACE MOTION
 HO0250
 HO0250  HISTORY     - Date     Condition        Report By
 HO0250  HISTORY     - 1934     MONUMENTED       CGS
 HO0250  HISTORY     - 1954     POOR             USGS
 HO0250
 HO0250                          STATION DESCRIPTION
 HO0250
 HO0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0250'17.2 MI W FROM ST GEORGE.
 HO0250'17.2 MILES WEST ALONG US HWY NO. 91.  ON US HWY NO. 91, 100 FEET SOUTH
 HO0250'OF A 30 FOOT THRU CUT ON THE HIGHWAY GRADE, AND 100 FEET WEST OF A DRY
 HO0250'WASH.  20 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT HALF
 HO0250'WAY BETWEEN TWO HIGHWAY SIGNS (ON THE EAST SIDE OF THE HIGHWAY) MARKED
 HO0250'SLOW AND WINDING ROAD.  NOTE-- CONCRETE POST IS LYING AT AN ALMOST
 HO0250'HORIZONTAL POSITION.
 HO0250
 HO0250                          STATION RECOVERY (1954)
 HO0250
 HO0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 HO0250'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0197 ***********************************************************************
 MS0197  DESIGNATION -  C 61
 MS0197  PID         -  MS0197
 MS0197  STATE/COUNTY-  UT/BOX ELDER
 MS0197  COUNTRY     -  US
 MS0197  USGS QUAD   -  ROZEL (2017)
 MS0197
 MS0197                         *CURRENT SURVEY CONTROL
 MS0197  ______________________________________________________________________
 MS0197* NAD 83(1986) POSITION- 41 36 51.5    (N) 112 42 04.6    (W)   HD_HELD2
 MS0197* NAVD 88 ORTHO HEIGHT -  1388.196 (meters)     4554.44  (feet) ADJUSTED
 MS0197  ______________________________________________________________________
 MS0197  GEOID HEIGHT    -        -15.846 (meters)                     GEOID18
 MS0197  DYNAMIC HEIGHT  -       1387.250 (meters)     4551.34  (feet) COMP
 MS0197  MODELED GRAVITY -    979,893.2   (mgal)                       NAVD 88
 MS0197
 MS0197  VERT ORDER      -  FIRST     CLASS II
 MS0197
 MS0197.The horizontal coordinates were established by autonomous hand held GPS
 MS0197.observations and have an estimated accuracy of +/- 10 meters.
 MS0197
 MS0197.The orthometric height was determined by differential leveling and
 MS0197.adjusted by the NATIONAL GEODETIC SURVEY
 MS0197.in June 1991.
 MS0197
 MS0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0197.GEOID18 height accuracy estimate available here.
 MS0197
 MS0197.Click photographs - Photos may exist for this station.
 MS0197
 MS0197.The dynamic height is computed by dividing the NAVD 88
 MS0197.geopotential number by the normal gravity value computed on the
 MS0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0197.degrees latitude (g = 980.6199 gals.).
 MS0197
 MS0197.The modeled gravity was interpolated from observed gravity values.
 MS0197
 MS0197;                    North         East    Units  Estimated Accuracy
 MS0197;SPC UT N     - 1,142,947.      399,880.      MT  (+/- 10 meters HH2 GPS)
 MS0197
 MS0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM5825408352(NAD 83)
 MS0197
 MS0197                          SUPERSEDED SURVEY CONTROL
 MS0197
 MS0197  NGVD 29 (??/??/92) 1387.185  (m)         4551.12   (f) ADJ UNCH    1 2
 MS0197
 MS0197.Superseded values are not recommended for survey control.
 MS0197
 MS0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0197.See file dsdata.pdf to determine how the superseded data were derived.
 MS0197
 MS0197_MARKER: DB = BENCH MARK DISK
 MS0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0197_STAMPING: C 61 1934
 MS0197_MARK LOGO: CGS
 MS0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0197+STABILITY: SURFACE MOTION
 MS0197
 MS0197  HISTORY     - Date     Condition        Report By
 MS0197  HISTORY     - 1934     MONUMENTED       CGS
 MS0197  HISTORY     - 1953     GOOD             CGS
 MS0197
 MS0197                          STATION DESCRIPTION
 MS0197
 MS0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0197'11.4 MI W FROM PROMONTORY.
 MS0197'3.1 MILES SOUTHWEST ALONG A COUNTY GRAVELED ROAD FROM THE GOLDEN SPIKE
 MS0197'MONUMENT AT PROMONTORY, THENCE 8.3 MILES WEST ALONG A GRAVELED ROAD ON
 MS0197'THE ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED.  0.4 MILE (17
 MS0197'POLES) SOUTH OF MILEPOLE 761, 325 FEET SOUTH OF THE SOUTHEAST CORNER
 MS0197'OF A CATTLE GUARD ACROSS THE ROAD, 89 FEET EAST OF THE CENTER LINE OF
 MS0197'THE ROAD, 34 1/2 FEET EAST OF A TELEPHONE POLE MARKED BY THE WHITE
 MS0197'PAINTED LETTERS BM, 1.5 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH
 MS0197'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 MS0197'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0281 ***********************************************************************
 MR0281  DESIGNATION -  C 61
 MR0281  PID         -  MR0281
 MR0281  STATE/COUNTY-  UT/RICH
 MR0281  COUNTRY     -  US
 MR0281  USGS QUAD   -  GARDEN CITY (2017)
 MR0281
 MR0281                         *CURRENT SURVEY CONTROL
 MR0281  ______________________________________________________________________
 MR0281* NAD 83(1986) POSITION- 41 57 58.     (N) 111 23 58.     (W)   SCALED
 MR0281* NAVD 88 ORTHO HEIGHT -  1810.747 (meters)     5940.76  (feet) ADJUSTED
 MR0281  ______________________________________________________________________
 MR0281  GEOID HEIGHT    -        -14.232 (meters)                     GEOID18
 MR0281  DYNAMIC HEIGHT  -       1809.311 (meters)     5936.05  (feet) COMP
 MR0281  MODELED GRAVITY -    979,765.6   (mgal)                       NAVD 88
 MR0281
 MR0281  VERT ORDER      -  SECOND    CLASS 0
 MR0281
 MR0281.The horizontal coordinates were scaled from a map and have
 MR0281.an estimated accuracy of +/- 6 seconds.
 MR0281
 MR0281.The orthometric height was determined by differential leveling and
 MR0281.adjusted by the NATIONAL GEODETIC SURVEY
 MR0281.in June 1991.
 MR0281
 MR0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0281.GEOID18 height accuracy estimate available here.
 MR0281
 MR0281.Click photographs - Photos may exist for this station.
 MR0281
 MR0281.The dynamic height is computed by dividing the NAVD 88
 MR0281.geopotential number by the normal gravity value computed on the
 MR0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0281.degrees latitude (g = 980.6199 gals.).
 MR0281
 MR0281.The modeled gravity was interpolated from observed gravity values.
 MR0281
 MR0281;                    North         East    Units  Estimated Accuracy
 MR0281;SPC UT N     - 1,181,330.      508,340.      MT  (+/- 180 meters Scaled)
 MR0281
 MR0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM669460(NAD 83)
 MR0281
 MR0281                          SUPERSEDED SURVEY CONTROL
 MR0281
 MR0281  NGVD 29 (??/??/92) 1809.51   (m)         5936.7    (f) COMPUTED    2 0
 MR0281
 MR0281.Superseded values are not recommended for survey control.
 MR0281
 MR0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0281.See file dsdata.pdf to determine how the superseded data were derived.
 MR0281
 MR0281_MARKER: DB = BENCH MARK DISK
 MR0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0281_STAMPING: C 61 1934
 MR0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0281+STABILITY: SURFACE MOTION
 MR0281
 MR0281  HISTORY     - Date     Condition        Report By
 MR0281  HISTORY     - 1934     MONUMENTED       CGS
 MR0281  HISTORY     - 1969     MARK NOT FOUND   USGS
 MR0281
 MR0281                          STATION DESCRIPTION
 MR0281
 MR0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0281'1.7 MI N FROM GARDEN CITY.
 MR0281'1.7 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT GARDEN
 MR0281'CITY, RICH COUNTY, UTAH, 55 FEET EAST OF THE SOUTHEAST CORNER OF THE
 MR0281'CHARLES HILDT HOME, 50 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 3,
 MR0281'9 FEET SOUTH OF THE CENTERLINE OF A GATE, 6 FEET WEST OF POLE 1343,
 MR0281'AND 2.6 FEET EAST OF THE CHARLES HILDT PROPERTY FENCE.  A STANDARD
 MR0281'DISK, STAMPED C 61 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 MR0281'THE AREA THAT THE BM IS IN, NO LONGER FITS THE DESCRIPTION AND NO
 MR0281'TRACE OF THE BM WAS FOUND, THOUGH IT IS BELIEVED THAT THE RIGHT AREA
 MR0281'WAS SEARCHED.
 MR0281
 MR0281                          STATION RECOVERY (1969)
 MR0281
 MR0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MR0281'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0285 ***********************************************************************
 LN0285  DESIGNATION -  C 62
 LN0285  PID         -  LN0285
 LN0285  STATE/COUNTY-  UT/UINTAH
 LN0285  COUNTRY     -  US
 LN0285  USGS QUAD   -  SNAKE JOHN REEF (2017)
 LN0285
 LN0285                         *CURRENT SURVEY CONTROL
 LN0285  ______________________________________________________________________
 LN0285* NAD 83(1986) POSITION- 40 17 07.     (N) 109 07 07.     (W)   SCALED
 LN0285* NAVD 88 ORTHO HEIGHT -  1630.743 (meters)     5350.20  (feet) POSTED
 LN0285  ______________________________________________________________________
 LN0285  GEOID HEIGHT    -        -16.613 (meters)                     GEOID18
 LN0285  DYNAMIC HEIGHT  -       1629.26  (meters)     5345.3   (feet) COMP
 LN0285  MODELED GRAVITY -    979,661.7   (mgal)                       NAVD 88
 LN0285
 LN0285  VERT ORDER      -  * POSTED, SEE BELOW
 LN0285
 LN0285.The horizontal coordinates were scaled from a map and have
 LN0285.an estimated accuracy of +/- 6 seconds.
 LN0285
 LN0285.The orthometric height was determined by differential leveling
 LN0285.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LN0285
 LN0285.* This is a POSTED BENCH MARK height.
 LN0285
 LN0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0285.GEOID18 height accuracy estimate available here.
 LN0285
 LN0285.Click photographs - Photos may exist for this station.
 LN0285
 LN0285.The dynamic height is computed by dividing the NAVD 88
 LN0285.geopotential number by the normal gravity value computed on the
 LN0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0285.degrees latitude (g = 980.6199 gals.).
 LN0285
 LN0285.The modeled gravity was interpolated from observed gravity values.
 LN0285
 LN0285;                    North         East    Units  Estimated Accuracy
 LN0285;SPC UT C     - 2,219,400.      702,470.      MT  (+/- 180 meters Scaled)
 LN0285
 LN0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK599611(NAD 83)
 LN0285
 LN0285                          SUPERSEDED SURVEY CONTROL
 LN0285
 LN0285  NGVD 29 (??/??/92) 1629.520  (m)         5346.18   (f) ADJ UNCH    1 2
 LN0285
 LN0285.Superseded values are not recommended for survey control.
 LN0285
 LN0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0285.See file dsdata.pdf to determine how the superseded data were derived.
 LN0285
 LN0285_MARKER: DB = BENCH MARK DISK
 LN0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0285_STAMPING: C 62 1934
 LN0285_MARK LOGO: CGS
 LN0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0285+STABILITY: SURFACE MOTION
 LN0285
 LN0285  HISTORY     - Date     Condition        Report By
 LN0285  HISTORY     - 1934     MONUMENTED       CGS
 LN0285  HISTORY     - 1968     MARK NOT FOUND   USGS
 LN0285  HISTORY     - 1981     MARK NOT FOUND   NGS
 LN0285
 LN0285                          STATION DESCRIPTION
 LN0285
 LN0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0285'13.2 MI E FROM JENSEN.
 LN0285'13.2 MILES EAST ALONG U. S. HIGHWAY 40 FROM JENSEN, UINTAH COUNTY, 90
 LN0285'FEET NORTHEAST OF THE NORTH HEADWALL OF A 30-INCH CULVERT, AND 41 FEET
 LN0285'NORTH OF THE CENTER-LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C
 LN0285'62 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LN0285
 LN0285                          STATION RECOVERY (1968)
 LN0285
 LN0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 LN0285'MARK NOT FOUND.
 LN0285
 LN0285                          STATION RECOVERY (1981)
 LN0285
 LN0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LN0285'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0212 ***********************************************************************
 HM0212  DESIGNATION -  C 63
 HM0212  PID         -  HM0212
 HM0212  STATE/COUNTY-  UT/SAN JUAN
 HM0212  COUNTRY     -  US
 HM0212  USGS QUAD   -  WICKIUP CANYON (2017)
 HM0212
 HM0212                         *CURRENT SURVEY CONTROL
 HM0212  ______________________________________________________________________
 HM0212* NAD 83(1986) POSITION- 37 21 29.     (N) 109 05 03.     (W)   SCALED
 HM0212* NAVD 88 ORTHO HEIGHT -  1575.341 (meters)     5168.43  (feet) ADJUSTED
 HM0212  ______________________________________________________________________
 HM0212  GEOID HEIGHT    -        -20.448 (meters)                     GEOID18
 HM0212  DYNAMIC HEIGHT  -       1573.536 (meters)     5162.51  (feet) COMP
 HM0212  MODELED GRAVITY -    979,429.9   (mgal)                       NAVD 88
 HM0212
 HM0212  VERT ORDER      -  FIRST     CLASS II
 HM0212
 HM0212.The horizontal coordinates were scaled from a map and have
 HM0212.an estimated accuracy of +/- 6 seconds.
 HM0212
 HM0212.The orthometric height was determined by differential leveling and
 HM0212.adjusted by the NATIONAL GEODETIC SURVEY
 HM0212.in June 1991.
 HM0212
 HM0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0212.GEOID18 height accuracy estimate available here.
 HM0212
 HM0212.Click photographs - Photos may exist for this station.
 HM0212
 HM0212.The dynamic height is computed by dividing the NAVD 88
 HM0212.geopotential number by the normal gravity value computed on the
 HM0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0212.degrees latitude (g = 980.6199 gals.).
 HM0212
 HM0212.The modeled gravity was interpolated from observed gravity values.
 HM0212
 HM0212;                    North         East    Units  Estimated Accuracy
 HM0212;SPC UT S     - 3,079,500.      714,000.      MT  (+/- 180 meters Scaled)
 HM0212
 HM0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG696363(NAD 83)
 HM0212
 HM0212                          SUPERSEDED SURVEY CONTROL
 HM0212
 HM0212  NGVD 29 (??/??/92) 1574.334  (m)         5165.13   (f) ADJ UNCH    1 2
 HM0212
 HM0212.Superseded values are not recommended for survey control.
 HM0212
 HM0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0212.See file dsdata.pdf to determine how the superseded data were derived.
 HM0212
 HM0212_MARKER: DB = BENCH MARK DISK
 HM0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0212_STAMPING: C 63 1934
 HM0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0212+STABILITY: SURFACE MOTION
 HM0212
 HM0212  HISTORY     - Date     Condition        Report By
 HM0212  HISTORY     - 1934     MONUMENTED       CGS
 HM0212  HISTORY     - 1984     MARK NOT FOUND   NGS
 HM0212
 HM0212                          STATION DESCRIPTION
 HM0212
 HM0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0212'35.1 MI W FROM CORTEZ, CO.
 HM0212'IN SAN JUAN COUNTY, UTAH, ABOUT 35.1 MILES WEST ALONG THE ROAD LEADING
 HM0212'TO BLUFF FROM CORTEZ, MONTEZUMA COUNTY, COLORADO, ABOUT 4.2 MILES WEST
 HM0212'OF THE COLORADO-UTAH STATE LINE, ABOUT 1,050 FEET EAST ALONG THE ROAD
 HM0212'FROM UNITED STATES GENERAL LAND OFFICE STANDARD DISK S 32 S 29 1912,
 HM0212'ABOUT 325 FEET FROM THE JUNCTION WITH A ROAD LEADING SOUTH ACROSS A
 HM0212'MESA, AND 25 FEET NORTH OF THE CENTER LINE OF THE CORTEZ-BLUFF ROAD. A
 HM0212'STANDARD DISK, STAMPED C 63 1934 AND SET IN THE TOP OF A CONCRETE
 HM0212'POST.
 HM0212
 HM0212                          STATION RECOVERY (1984)
 HM0212
 HM0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0212'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0026 ***********************************************************************
 LO0026  DESIGNATION -  C 65
 LO0026  PID         -  LO0026
 LO0026  STATE/COUNTY-  UT/DUCHESNE
 LO0026  COUNTRY     -  US
 LO0026  USGS QUAD   -  DUCHESNE (2017)
 LO0026
 LO0026                         *CURRENT SURVEY CONTROL
 LO0026  ______________________________________________________________________
 LO0026* NAD 83(1986) POSITION- 40 09 48.2    (N) 110 23 33.7    (W)   HD_HELD2
 LO0026* NAVD 88 ORTHO HEIGHT -  1678.902 (meters)     5508.20  (feet) ADJUSTED
 LO0026  ______________________________________________________________________
 LO0026  GEOID HEIGHT    -        -17.203 (meters)                     GEOID18
 LO0026  DYNAMIC HEIGHT  -       1677.271 (meters)     5502.85  (feet) COMP
 LO0026  MODELED GRAVITY -    979,596.0   (mgal)                       NAVD 88
 LO0026
 LO0026  VERT ORDER      -  FIRST     CLASS II
 LO0026
 LO0026.The horizontal coordinates were established by autonomous hand held GPS
 LO0026.observations and have an estimated accuracy of +/- 10 meters.
 LO0026
 LO0026.The orthometric height was determined by differential leveling and
 LO0026.adjusted by the NATIONAL GEODETIC SURVEY
 LO0026.in June 1991.
 LO0026
 LO0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0026.GEOID18 height accuracy estimate available here.
 LO0026
 LO0026.Click photographs - Photos may exist for this station.
 LO0026
 LO0026.The dynamic height is computed by dividing the NAVD 88
 LO0026.geopotential number by the normal gravity value computed on the
 LO0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0026.degrees latitude (g = 980.6199 gals.).
 LO0026
 LO0026.The modeled gravity was interpolated from observed gravity values.
 LO0026
 LO0026;                    North         East    Units  Estimated Accuracy
 LO0026;SPC UT C     - 2,203,756.      594,321.      MT  (+/- 10 meters HH2 GPS)
 LO0026
 LO0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK5171546068(NAD 83)
 LO0026
 LO0026                          SUPERSEDED SURVEY CONTROL
 LO0026
 LO0026.No superseded survey control is available for this station.
 LO0026
 LO0026_MARKER: DB = BENCH MARK DISK
 LO0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0026_SP_SET: ABUTMENT
 LO0026_STAMPING: C 65 1934
 LO0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0026
 LO0026  HISTORY     - Date     Condition        Report By
 LO0026  HISTORY     - 1934     MONUMENTED       CGS
 LO0026  HISTORY     - 1962     GOOD             CGS
 LO0026  HISTORY     - 20091021 MARK NOT FOUND   GEOCAC
 LO0026
 LO0026                          STATION DESCRIPTION
 LO0026
 LO0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0026'0.45 MI E FROM DUCHESNE.
 LO0026'0.45 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF STATE
 LO0026'HIGHWAY 35 AT DUCHESNE, 0.35 MILES EAST OF THE POST OFFICE, IN THE TOP
 LO0026'OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF A STEEL TRUSS BRIDGE
 LO0026'OVER DUCHESNE RIVER, 15 FEET SOUTH OF THE CENTER LINE HIGHWAY, AND
 LO0026'ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- A NEW BRIDGE IS BEING
 LO0026'CONSTRUCTED BUT OLD BRIDGE WILL BE LEFT UNDISTURBED.
 LO0026
 LO0026                          STATION RECOVERY (2009)
 LO0026
 LO0026'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LO0026'THE OLD BRIDGE STRUCTURE HAS BEEN COMPLETELY REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0114 ***********************************************************************
 KN0114  DESIGNATION -  C 66
 KN0114  PID         -  KN0114
 KN0114  STATE/COUNTY-  UT/CARBON
 KN0114  COUNTRY     -  US
 KN0114  USGS QUAD   -  HELPER (2017)
 KN0114
 KN0114                         *CURRENT SURVEY CONTROL
 KN0114  ______________________________________________________________________
 KN0114* NAD 83(1986) POSITION- 39 44 48.     (N) 110 50 00.     (W)   SCALED
 KN0114* NAVD 88 ORTHO HEIGHT -  1981.356 (meters)     6500.50  (feet) POSTED
 KN0114  ______________________________________________________________________
 KN0114  GEOID HEIGHT    -        -16.104 (meters)                     GEOID18
 KN0114  DYNAMIC HEIGHT  -       1979.34  (meters)     6493.9   (feet) COMP
 KN0114  MODELED GRAVITY -    979,538.5   (mgal)                       NAVD 88
 KN0114
 KN0114  VERT ORDER      -  * POSTED, SEE BELOW
 KN0114
 KN0114.The horizontal coordinates were scaled from a map and have
 KN0114.an estimated accuracy of +/- 6 seconds.
 KN0114
 KN0114.The orthometric height was determined by differential leveling
 KN0114.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KN0114
 KN0114.* This is a POSTED BENCH MARK height.
 KN0114
 KN0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0114.GEOID18 height accuracy estimate available here.
 KN0114
 KN0114.Click photographs - Photos may exist for this station.
 KN0114
 KN0114.The dynamic height is computed by dividing the NAVD 88
 KN0114.geopotential number by the normal gravity value computed on the
 KN0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0114.degrees latitude (g = 980.6199 gals.).
 KN0114
 KN0114.The modeled gravity was interpolated from observed gravity values.
 KN0114
 KN0114;                    North         East    Units  Estimated Accuracy
 KN0114;SPC UT C     - 2,157,120.      557,130.      MT  (+/- 180 meters Scaled)
 KN0114
 KN0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ142996(NAD 83)
 KN0114
 KN0114                          SUPERSEDED SURVEY CONTROL
 KN0114
 KN0114  NGVD 29 (??/??/92) 1980.176  (m)         6496.63   (f) ADJ UNCH    1 2
 KN0114
 KN0114.Superseded values are not recommended for survey control.
 KN0114
 KN0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0114.See file dsdata.pdf to determine how the superseded data were derived.
 KN0114
 KN0114_MARKER: DB = BENCH MARK DISK
 KN0114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0114_SP_SET: BRIDGE
 KN0114_STAMPING: C 66 1934
 KN0114_MARK LOGO: CGS
 KN0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0114
 KN0114  HISTORY     - Date     Condition        Report By
 KN0114  HISTORY     - 1934     MONUMENTED       CGS
 KN0114  HISTORY     - 1972     MARK NOT FOUND   USGS
 KN0114
 KN0114                          STATION DESCRIPTION
 KN0114
 KN0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0114'2.8 MI NE FROM CASTLEGATE.
 KN0114'2.8 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM CASTLEGATE, CARBON
 KN0114'COUNTY, AT THE BRIDGE OVER WILLOW CREEK, IN THE TOP OF THE NORTHWEST
 KN0114'STONE WING WALL, AND 6 FEET NORTHWEST OF THE NORTH END POST OF THE
 KN0114'GUARDRAIL.  A STANDARD DISK, STAMPED C 66 1934.
 KN0114
 KN0114                          STATION RECOVERY (1972)
 KN0114
 KN0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KN0114'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0078 ***********************************************************************
 LP0078  DESIGNATION -  C 67
 LP0078  PID         -  LP0078
 LP0078  STATE/COUNTY-  UT/TOOELE
 LP0078  COUNTRY     -  US
 LP0078  USGS QUAD   -  CAMELS BACK RIDGE NE (2017)
 LP0078
 LP0078                         *CURRENT SURVEY CONTROL
 LP0078  ______________________________________________________________________
 LP0078* NAD 83(1986) POSITION- 40 11 04.77   (N) 112 49 49.64   (W)   HD_HELD1
 LP0078* NAVD 88 ORTHO HEIGHT -  1410.234 (meters)     4626.74  (feet) ADJUSTED
 LP0078  ______________________________________________________________________
 LP0078  GEOID HEIGHT    -        -18.307 (meters)                     GEOID18
 LP0078  DYNAMIC HEIGHT  -       1409.060 (meters)     4622.89  (feet) COMP
 LP0078  MODELED GRAVITY -    979,743.3   (mgal)                       NAVD 88
 LP0078
 LP0078  VERT ORDER      -  FIRST     CLASS II
 LP0078
 LP0078.The horizontal coordinates were determined by differentially corrected
 LP0078.hand held GPS observations or other comparable positioning techniques
 LP0078.and have an estimated accuracy of +/- 3 meters.
 LP0078
 LP0078.The orthometric height was determined by differential leveling and
 LP0078.adjusted by the NATIONAL GEODETIC SURVEY
 LP0078.in June 1991.
 LP0078
 LP0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0078.GEOID18 height accuracy estimate available here.
 LP0078
 LP0078.Click photographs - Photos may exist for this station.
 LP0078
 LP0078.The dynamic height is computed by dividing the NAVD 88
 LP0078.geopotential number by the normal gravity value computed on the
 LP0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0078.degrees latitude (g = 980.6199 gals.).
 LP0078
 LP0078.The modeled gravity was interpolated from observed gravity values.
 LP0078
 LP0078;                    North         East    Units  Estimated Accuracy
 LP0078;SPC UT C     - 2,206,375.9     386,707.4     MT  (+/- 3 meters HH1 GPS) 
 LP0078
 LP0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK4417049859(NAD 83)
 LP0078
 LP0078                          SUPERSEDED SURVEY CONTROL
 LP0078
 LP0078  NGVD 29 (??/??/92) 1409.172  (m)         4623.26   (f) ADJ UNCH    1 2
 LP0078
 LP0078.Superseded values are not recommended for survey control.
 LP0078
 LP0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0078.See file dsdata.pdf to determine how the superseded data were derived.
 LP0078
 LP0078_MARKER: DB = BENCH MARK DISK
 LP0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0078_STAMPING: C 67 1934
 LP0078_MARK LOGO: CGS
 LP0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0078+STABILITY: SURFACE MOTION
 LP0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0078+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2016
 LP0078
 LP0078  HISTORY     - Date     Condition        Report By
 LP0078  HISTORY     - 1934     MONUMENTED       CGS
 LP0078  HISTORY     - 19890524 GOOD             USGS
 LP0078  HISTORY     - 20160301 GOOD             INDIV
 LP0078
 LP0078                          STATION DESCRIPTION
 LP0078
 LP0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0078'10.4 MI W FROM ORRS RANCH.
 LP0078'ABOUT 10.4 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0078'TOOELE COUNTY, AT THE TOP OF A SMALL RIDGE ABOUT 24 FEET SOUTH OF THE
 LP0078'CENTER LINE OF THE HIGHWAY, AND ABOUT 71 YARDS NORTH OF A 24-INCH
 LP0078'JUNIPER TREE.  A STANDARD DISK, STAMPED C 67 1934 AND SET IN THE TOP
 LP0078'OF A CONCRETE POST.
 LP0078
 LP0078                          STATION RECOVERY (1989)
 LP0078
 LP0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (SB)
 LP0078'RECOVERED IN GOOD CONDITION.
 LP0078
 LP0078                          STATION RECOVERY (2016)
 LP0078
 LP0078'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (TS)
 LP0078'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0164 ***********************************************************************
 LP0164  DESIGNATION -  C 68
 LP0164  PID         -  LP0164
 LP0164  STATE/COUNTY-  UT/TOOELE
 LP0164  COUNTRY     -  US
 LP0164  USGS QUAD   -  GOSHUTE WASH (2017)
 LP0164
 LP0164                         *CURRENT SURVEY CONTROL
 LP0164  ______________________________________________________________________
 LP0164* NAD 83(1986) POSITION- 40 05 28.     (N) 113 38 45.     (W)   SCALED
 LP0164* NAVD 88 ORTHO HEIGHT -  1297.879 (meters)     4258.12  (feet) ADJUSTED
 LP0164  ______________________________________________________________________
 LP0164  GEOID HEIGHT    -        -19.156 (meters)                     GEOID18
 LP0164  DYNAMIC HEIGHT  -       1296.814 (meters)     4254.63  (feet) COMP
 LP0164  MODELED GRAVITY -    979,760.0   (mgal)                       NAVD 88
 LP0164
 LP0164  VERT ORDER      -  FIRST     CLASS II
 LP0164
 LP0164.The horizontal coordinates were scaled from a map and have
 LP0164.an estimated accuracy of +/- 6 seconds.
 LP0164
 LP0164.The orthometric height was determined by differential leveling and
 LP0164.adjusted by the NATIONAL GEODETIC SURVEY
 LP0164.in June 1991.
 LP0164
 LP0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0164.GEOID18 height accuracy estimate available here.
 LP0164
 LP0164.Click photographs - Photos may exist for this station.
 LP0164
 LP0164.The dynamic height is computed by dividing the NAVD 88
 LP0164.geopotential number by the normal gravity value computed on the
 LP0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0164.degrees latitude (g = 980.6199 gals.).
 LP0164
 LP0164.The modeled gravity was interpolated from observed gravity values.
 LP0164
 LP0164;                    North         East    Units  Estimated Accuracy
 LP0164;SPC UT C     - 2,197,340.      317,040.      MT  (+/- 180 meters Scaled)
 LP0164
 LP0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK744412(NAD 83)
 LP0164
 LP0164                          SUPERSEDED SURVEY CONTROL
 LP0164
 LP0164  NGVD 29 (??/??/92) 1296.868  (m)         4254.81   (f) ADJ UNCH    1 2
 LP0164
 LP0164.Superseded values are not recommended for survey control.
 LP0164
 LP0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0164.See file dsdata.pdf to determine how the superseded data were derived.
 LP0164
 LP0164_MARKER: DB = BENCH MARK DISK
 LP0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0164_STAMPING: C 68 1934
 LP0164_MARK LOGO: CGS
 LP0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0164+STABILITY: SURFACE MOTION
 LP0164
 LP0164  HISTORY     - Date     Condition        Report By
 LP0164  HISTORY     - 1934     MONUMENTED       CGS
 LP0164
 LP0164                          STATION DESCRIPTION
 LP0164
 LP0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0164'13.3 MI E FROM GOLD HILL.
 LP0164'ABOUT 13.3 MILES EAST ALONG THE OLD LINCOLN HIGHWAY FROM GOLD HILL,
 LP0164'TOOELE COUNTY, ABOUT 1,565 FEET EAST OF THE SOUTH END OF A 3- BY
 LP0164'5-FOOT WOODEN CULVERT, AND 67 FEET SOUTH OF THE CENTER LINE OF THE
 LP0164'HIGHWAY.  A STANDARD DISK, STAMPED C 68 1934 AND SET IN THE TOP OF A
 LP0164'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0314 ***********************************************************************
 KO0314  DESIGNATION -  C 74
 KO0314  PID         -  KO0314
 KO0314  STATE/COUNTY-  UT/MILLARD
 KO0314  COUNTRY     -  US
 KO0314  USGS QUAD   -  SWASEY PEAK SW (2017)
 KO0314
 KO0314                         *CURRENT SURVEY CONTROL
 KO0314  ______________________________________________________________________
 KO0314* NAD 83(1986) POSITION- 39 16 14.     (N) 113 29 20.     (W)   SCALED
 KO0314* NAVD 88 ORTHO HEIGHT -  1351.330 (meters)     4433.49  (feet) ADJUSTED
 KO0314  ______________________________________________________________________
 KO0314  GEOID HEIGHT    -        -20.061 (meters)                     GEOID18
 KO0314  DYNAMIC HEIGHT  -       1350.076 (meters)     4429.37  (feet) COMP
 KO0314  MODELED GRAVITY -    979,652.3   (mgal)                       NAVD 88
 KO0314
 KO0314  VERT ORDER      -  SECOND    CLASS 0
 KO0314
 KO0314.The horizontal coordinates were scaled from a map and have
 KO0314.an estimated accuracy of +/- 6 seconds.
 KO0314
 KO0314.The orthometric height was determined by differential leveling and
 KO0314.adjusted by the NATIONAL GEODETIC SURVEY
 KO0314.in June 1991.
 KO0314
 KO0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0314.GEOID18 height accuracy estimate available here.
 KO0314
 KO0314.Click photographs - Photos may exist for this station.
 KO0314
 KO0314.The dynamic height is computed by dividing the NAVD 88
 KO0314.geopotential number by the normal gravity value computed on the
 KO0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0314.degrees latitude (g = 980.6199 gals.).
 KO0314
 KO0314.The modeled gravity was interpolated from observed gravity values.
 KO0314
 KO0314;                    North         East    Units  Estimated Accuracy
 KO0314;SPC UT C     - 2,105,960.      328,390.      MT  (+/- 180 meters Scaled)
 KO0314
 KO0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ852497(NAD 83)
 KO0314
 KO0314                          SUPERSEDED SURVEY CONTROL
 KO0314
 KO0314  NGVD 29 (??/??/92) 1350.225  (m)         4429.86   (f) ADJ UNCH    2 0
 KO0314
 KO0314.Superseded values are not recommended for survey control.
 KO0314
 KO0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0314.See file dsdata.pdf to determine how the superseded data were derived.
 KO0314
 KO0314_MARKER: DB = BENCH MARK DISK
 KO0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0314_STAMPING: C 74 1934
 KO0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0314+STABILITY: SURFACE MOTION
 KO0314
 KO0314  HISTORY     - Date     Condition        Report By
 KO0314  HISTORY     - 1934     MONUMENTED       CGS
 KO0314  HISTORY     - 1958     GOOD             USGS
 KO0314
 KO0314                          STATION DESCRIPTION
 KO0314
 KO0314'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 KO0314'31.1 MI E FROM ROBINSONS RANCH.
 KO0314'31.1 MILES EAST ALONG OLD U.S. HIGHWAY 6 FROM ROBINSONS RANCH, MILLARD
 KO0314'COUNTY 495 FEET EAST OF THE POINT WHERE HIGHWAY CROSSES OVER A SMALL
 KO0314'HILL, AND 48 FEET NORTH OF THE CENTERLINE OF HIGHWAY.  A STANDARD DISK
 KO0314'STAMPED C-74 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0348 ***********************************************************************
 KO0348  DESIGNATION -  C 75
 KO0348  PID         -  KO0348
 KO0348  STATE/COUNTY-  UT/MILLARD
 KO0348  COUNTRY     -  US
 KO0348  USGS QUAD   -  GANDY (2017)
 KO0348
 KO0348                         *CURRENT SURVEY CONTROL
 KO0348  ______________________________________________________________________
 KO0348* NAD 83(1986) POSITION- 39 23 08.     (N) 113 59 46.     (W)   SCALED
 KO0348* NAVD 88 ORTHO HEIGHT -  1485.856 (meters)     4874.85  (feet) ADJUSTED
 KO0348  ______________________________________________________________________
 KO0348  GEOID HEIGHT    -        -20.082 (meters)                     GEOID18
 KO0348  DYNAMIC HEIGHT  -       1484.429 (meters)     4870.16  (feet) COMP
 KO0348  MODELED GRAVITY -    979,615.3   (mgal)                       NAVD 88
 KO0348
 KO0348  VERT ORDER      -  SECOND    CLASS 0
 KO0348
 KO0348.The horizontal coordinates were scaled from a map and have
 KO0348.an estimated accuracy of +/- 6 seconds.
 KO0348
 KO0348.The orthometric height was determined by differential leveling and
 KO0348.adjusted by the NATIONAL GEODETIC SURVEY
 KO0348.in June 1991.
 KO0348
 KO0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0348.GEOID18 height accuracy estimate available here.
 KO0348
 KO0348.Click photographs - Photos may exist for this station.
 KO0348
 KO0348.The dynamic height is computed by dividing the NAVD 88
 KO0348.geopotential number by the normal gravity value computed on the
 KO0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0348.degrees latitude (g = 980.6199 gals.).
 KO0348
 KO0348.The modeled gravity was interpolated from observed gravity values.
 KO0348
 KO0348;                    North         East    Units  Estimated Accuracy
 KO0348;SPC UT C     - 2,119,820.      284,990.      MT  (+/- 180 meters Scaled)
 KO0348
 KO0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ419638(NAD 83)
 KO0348
 KO0348                          SUPERSEDED SURVEY CONTROL
 KO0348
 KO0348  NGVD 29 (??/??/92) 1484.745  (m)         4871.20   (f) ADJ UNCH    2 0
 KO0348
 KO0348.Superseded values are not recommended for survey control.
 KO0348
 KO0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0348.See file dsdata.pdf to determine how the superseded data were derived.
 KO0348
 KO0348_MARKER: DB = BENCH MARK DISK
 KO0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0348_STAMPING: C 75 1934
 KO0348_MARK LOGO: CGS
 KO0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0348+STABILITY: SURFACE MOTION
 KO0348
 KO0348  HISTORY     - Date     Condition        Report By
 KO0348  HISTORY     - 1934     MONUMENTED       CGS
 KO0348  HISTORY     - 1950     GOOD             CGS
 KO0348
 KO0348                          STATION DESCRIPTION
 KO0348
 KO0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0348'11.4 MI N FROM ROBINSON RANCH.
 KO0348'11.4 MILES NORTH ALONG THE ROAD LEADING TO TROUT CREEK FROM ROBINSON
 KO0348'RANCH, 0.1 MILE WEST OF TWO SMALL SAND KNOBS, 75 FEET NORTH OF A SIDE
 KO0348'ROAD LEADING WEST, AND 42 FEET WEST OF THE CENTER LINE OF THE MAIN
 KO0348'ROAD.  SET IN THE TOP OF A CONCRETE POST.
 KO0348
 KO0348                          STATION RECOVERY (1950)
 KO0348
 KO0348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KO0348'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0373 ***********************************************************************
 KO0373  DESIGNATION -  C 76
 KO0373  PID         -  KO0373
 KO0373  STATE/COUNTY-  UT/JUAB
 KO0373  COUNTRY     -  US
 KO0373  USGS QUAD   -  CALLAO (2017)
 KO0373
 KO0373                         *CURRENT SURVEY CONTROL
 KO0373  ______________________________________________________________________
 KO0373* NAD 83(1986) POSITION- 39 54 09.     (N) 113 43 28.     (W)   SCALED
 KO0373* NAVD 88 ORTHO HEIGHT -  1328.676 (meters)     4359.16  (feet) ADJUSTED
 KO0373  ______________________________________________________________________
 KO0373  GEOID HEIGHT    -        -19.385 (meters)                     GEOID18
 KO0373  DYNAMIC HEIGHT  -       1327.521 (meters)     4355.38  (feet) COMP
 KO0373  MODELED GRAVITY -    979,711.2   (mgal)                       NAVD 88
 KO0373
 KO0373  VERT ORDER      -  SECOND    CLASS 0
 KO0373
 KO0373.The horizontal coordinates were scaled from a map and have
 KO0373.an estimated accuracy of +/- 6 seconds.
 KO0373
 KO0373.The orthometric height was determined by differential leveling and
 KO0373.adjusted by the NATIONAL GEODETIC SURVEY
 KO0373.in June 1991.
 KO0373
 KO0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0373.GEOID18 height accuracy estimate available here.
 KO0373
 KO0373.Click photographs - Photos may exist for this station.
 KO0373
 KO0373.The dynamic height is computed by dividing the NAVD 88
 KO0373.geopotential number by the normal gravity value computed on the
 KO0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0373.degrees latitude (g = 980.6199 gals.).
 KO0373
 KO0373.The modeled gravity was interpolated from observed gravity values.
 KO0373
 KO0373;                    North         East    Units  Estimated Accuracy
 KO0373;SPC UT C     - 2,176,570.      309,820.      MT  (+/- 180 meters Scaled)
 KO0373
 KO0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK670204(NAD 83)
 KO0373
 KO0373                          SUPERSEDED SURVEY CONTROL
 KO0373
 KO0373  NGVD 29 (??/??/92) 1327.647  (m)         4355.79   (f) ADJ UNCH    2 0
 KO0373
 KO0373.Superseded values are not recommended for survey control.
 KO0373
 KO0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0373.See file dsdata.pdf to determine how the superseded data were derived.
 KO0373
 KO0373_MARKER: DB = BENCH MARK DISK
 KO0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0373_STAMPING: C 76 1934
 KO0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0373+STABILITY: SURFACE MOTION
 KO0373
 KO0373  HISTORY     - Date     Condition        Report By
 KO0373  HISTORY     - 1934     MONUMENTED       CGS
 KO0373
 KO0373                          STATION DESCRIPTION
 KO0373
 KO0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0373'0.6 MI W FROM CALLAO.
 KO0373'0.6 MILE WEST OF THE POST OFFICE AT CALLAO, AT THE JUNCTION OF THE
 KO0373'TROUT CREEK-GOLD HILL AND THE CALLAO-HINCKLEY ROADS, 39 FEET EAST OF
 KO0373'THE TROUT CREEK-GOLD HILL ROAD, AND 2 FEET NORTHEAST OF A FENCE
 KO0373'CORNER.  SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0060 ***********************************************************************
 LQ0060  DESIGNATION -  C 77
 LQ0060  PID         -  LQ0060
 LQ0060  STATE/COUNTY-  UT/TOOELE
 LQ0060  COUNTRY     -  US
 LQ0060  USGS QUAD   -  WENDOVER SE (2018)
 LQ0060
 LQ0060                         *CURRENT SURVEY CONTROL
 LQ0060  ______________________________________________________________________
 LQ0060* NAD 83(1986) POSITION- 40 31 28.     (N) 114 02 43.     (W)   SCALED
 LQ0060* NAVD 88 ORTHO HEIGHT -  1294.477 (meters)     4246.96  (feet) ADJUSTED
 LQ0060  ______________________________________________________________________
 LQ0060  GEOID HEIGHT    -        -18.529 (meters)                     GEOID18
 LQ0060  DYNAMIC HEIGHT  -       1293.460 (meters)     4243.63  (feet) COMP
 LQ0060  MODELED GRAVITY -    979,794.8   (mgal)                       NAVD 88
 LQ0060
 LQ0060  VERT ORDER      -  SECOND    CLASS 0
 LQ0060
 LQ0060.The horizontal coordinates were scaled from a map and have
 LQ0060.an estimated accuracy of +/- 6 seconds.
 LQ0060
 LQ0060.The orthometric height was determined by differential leveling and
 LQ0060.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0060.in June 1991.
 LQ0060
 LQ0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0060.GEOID18 height accuracy estimate available here.
 LQ0060
 LQ0060.Click photographs - Photos may exist for this station.
 LQ0060
 LQ0060.The dynamic height is computed by dividing the NAVD 88
 LQ0060.geopotential number by the normal gravity value computed on the
 LQ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0060.degrees latitude (g = 980.6199 gals.).
 LQ0060
 LQ0060.The modeled gravity was interpolated from observed gravity values.
 LQ0060
 LQ0060;                    North         East    Units  Estimated Accuracy
 LQ0060;SPC UT C     - 2,246,330.      284,360.      MT  (+/- 180 meters Scaled)
 LQ0060
 LQ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE502901(NAD 83)
 LQ0060
 LQ0060                          SUPERSEDED SURVEY CONTROL
 LQ0060
 LQ0060  NGVD 29 (??/??/92) 1293.512  (m)         4243.80   (f) ADJ UNCH    2 0
 LQ0060
 LQ0060.Superseded values are not recommended for survey control.
 LQ0060
 LQ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0060.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0060
 LQ0060_MARKER: DB = BENCH MARK DISK
 LQ0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0060_STAMPING: C 77 1934
 LQ0060_MARK LOGO: CGS
 LQ0060_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0060+STABILITY: SURFACE MOTION
 LQ0060
 LQ0060  HISTORY     - Date     Condition        Report By
 LQ0060  HISTORY     - 1934     MONUMENTED       CGS
 LQ0060  HISTORY     - 19910826 GOOD             DOD
 LQ0060
 LQ0060                          STATION DESCRIPTION
 LQ0060
 LQ0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LQ0060'14.5 MI S FROM WENDOVER.
 LQ0060'14.5 MILES SOUTH ALONG THE DEEP CREEK RAILROAD FROM THE TRI-STATE
 LQ0060'MERCANTILE CO. STORE AT WENDOVER, TOOELE COUNTY, ABOUT 65 FEET WEST OF
 LQ0060'MILEPOST 15, 30 FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 2
 LQ0060'FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED C 77 1934 AND SET
 LQ0060'IN THE TOP OF A CONCRETE POST.
 LQ0060
 LQ0060                          STATION RECOVERY (1991)
 LQ0060
 LQ0060'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1991 (RFA)
 LQ0060'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0254 ***********************************************************************
 KO0254  DESIGNATION -  C 78
 KO0254  PID         -  KO0254
 KO0254  STATE/COUNTY-  UT/MILLARD
 KO0254  COUNTRY     -  US
 KO0254  USGS QUAD   -  SUTHERLAND (2017)
 KO0254
 KO0254                         *CURRENT SURVEY CONTROL
 KO0254  ______________________________________________________________________
 KO0254* NAD 83(1986) POSITION- 39 23 17.     (N) 112 42 30.     (W)   SCALED
 KO0254* NAVD 88 ORTHO HEIGHT -  1401.062 (meters)     4596.65  (feet) ADJUSTED
 KO0254  ______________________________________________________________________
 KO0254  GEOID HEIGHT    -        -19.745 (meters)                     GEOID18
 KO0254  DYNAMIC HEIGHT  -       1399.765 (meters)     4592.40  (feet) COMP
 KO0254  MODELED GRAVITY -    979,652.4   (mgal)                       NAVD 88
 KO0254
 KO0254  VERT ORDER      -  SECOND    CLASS 0
 KO0254
 KO0254.The horizontal coordinates were scaled from a map and have
 KO0254.an estimated accuracy of +/- 6 seconds.
 KO0254
 KO0254.The orthometric height was determined by differential leveling and
 KO0254.adjusted by the NATIONAL GEODETIC SURVEY
 KO0254.in June 1991.
 KO0254
 KO0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0254.GEOID18 height accuracy estimate available here.
 KO0254
 KO0254.Click photographs - Photos may exist for this station.
 KO0254
 KO0254.The dynamic height is computed by dividing the NAVD 88
 KO0254.geopotential number by the normal gravity value computed on the
 KO0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0254.degrees latitude (g = 980.6199 gals.).
 KO0254
 KO0254.The modeled gravity was interpolated from observed gravity values.
 KO0254
 KO0254;                    North         East    Units  Estimated Accuracy
 KO0254;SPC UT C     - 2,117,800.      395,910.      MT  (+/- 180 meters Scaled)
 KO0254
 KO0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ528612(NAD 83)
 KO0254
 KO0254                          SUPERSEDED SURVEY CONTROL
 KO0254
 KO0254  NGVD 29 (??/??/92) 1399.956  (m)         4593.02   (f) ADJ UNCH    2 0
 KO0254
 KO0254.Superseded values are not recommended for survey control.
 KO0254
 KO0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0254.See file dsdata.pdf to determine how the superseded data were derived.
 KO0254
 KO0254_MARKER: DB = BENCH MARK DISK
 KO0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0254_STAMPING: C 78 1934
 KO0254_MARK LOGO: CGS
 KO0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0254+STABILITY: SURFACE MOTION
 KO0254
 KO0254  HISTORY     - Date     Condition        Report By
 KO0254  HISTORY     - 1934     MONUMENTED       CGS
 KO0254
 KO0254                          STATION DESCRIPTION
 KO0254
 KO0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0254'1.1 MI SE FROM ABRAHAM.
 KO0254'1.1 MILES SOUTHEAST ALONG THE HINCKLEY-CALLAO ROAD FROM ABRAHAM.  211
 KO0254'FEET SOUTHWEST OF SMALL FRAME FARMHOUSE, IN LINE OF LONG ROW OF
 KO0254'COTTONWOOD TREES.  30 FEET EAST OF CENTERLINE OF ROAD.  SET IN TOP OF
 KO0254'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0294 ***********************************************************************
 KO0294  DESIGNATION -  C 79
 KO0294  PID         -  KO0294
 KO0294  STATE/COUNTY-  UT/JUAB
 KO0294  COUNTRY     -  US
 KO0294  USGS QUAD   -  SAND PASS NE (2017)
 KO0294
 KO0294                         *CURRENT SURVEY CONTROL
 KO0294  ______________________________________________________________________
 KO0294* NAD 83(1986) POSITION- 39 42 19.     (N) 113 18 39.     (W)   SCALED
 KO0294* NAVD 88 ORTHO HEIGHT -  1344.304 (meters)     4410.44  (feet) ADJUSTED
 KO0294  ______________________________________________________________________
 KO0294  GEOID HEIGHT    -        -19.510 (meters)                     GEOID18
 KO0294  DYNAMIC HEIGHT  -       1343.129 (meters)     4406.58  (feet) COMP
 KO0294  MODELED GRAVITY -    979,706.0   (mgal)                       NAVD 88
 KO0294
 KO0294  VERT ORDER      -  SECOND    CLASS 0
 KO0294
 KO0294.The horizontal coordinates were scaled from a map and have
 KO0294.an estimated accuracy of +/- 6 seconds.
 KO0294
 KO0294.The orthometric height was determined by differential leveling and
 KO0294.adjusted by the NATIONAL GEODETIC SURVEY
 KO0294.in June 1991.
 KO0294
 KO0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0294.GEOID18 height accuracy estimate available here.
 KO0294
 KO0294.Click photographs - Photos may exist for this station.
 KO0294
 KO0294.The dynamic height is computed by dividing the NAVD 88
 KO0294.geopotential number by the normal gravity value computed on the
 KO0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0294.degrees latitude (g = 980.6199 gals.).
 KO0294
 KO0294.The modeled gravity was interpolated from observed gravity values.
 KO0294
 KO0294;                    North         East    Units  Estimated Accuracy
 KO0294;SPC UT C     - 2,153,880.      344,730.      MT  (+/- 180 meters Scaled)
 KO0294
 KO0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ018975(NAD 83)
 KO0294
 KO0294                          SUPERSEDED SURVEY CONTROL
 KO0294
 KO0294  NGVD 29 (??/??/92) 1343.260  (m)         4407.01   (f) ADJ UNCH    2 0
 KO0294
 KO0294.Superseded values are not recommended for survey control.
 KO0294
 KO0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0294.See file dsdata.pdf to determine how the superseded data were derived.
 KO0294
 KO0294_MARKER: DB = BENCH MARK DISK
 KO0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0294_STAMPING: C 79 1934
 KO0294_MARK LOGO: CGS
 KO0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0294+STABILITY: SURFACE MOTION
 KO0294
 KO0294  HISTORY     - Date     Condition        Report By
 KO0294  HISTORY     - 1934     MONUMENTED       CGS
 KO0294  HISTORY     - 1967     GOOD             USGS
 KO0294
 KO0294                          STATION DESCRIPTION
 KO0294
 KO0294'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 KO0294'15.0 MI SE FROM FISH SPRINGS.
 KO0294'15.0 MI. SE ALONG THE HINCKLEY-CALLAO ROAD FROM FISH SPRINGS, ROAD
 KO0294'FORK AT WELL NO. 22 NEAR SAND PASS ROAD IN SW 1/4 SEC 4 T 14S R 12W,
 KO0294'4.1 MI. NW OF ALONG MAIN TRAVELED ROAD, THENCE 3.7 MI. NW ALONG OLD
 KO0294'HINCKLEY-CALLAO ROAD, 60 FT. SW OF TRACK ROAD, 22 FT. NE OF OLD RUTS
 KO0294'(2 FT. DEEP) OF FORMER ROAD.  PROJECTING 0.9 FT. AND SET IN TOP OF A
 KO0294'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0300 ***********************************************************************
 HO0300  DESIGNATION -  C 8
 HO0300  PID         -  HO0300
 HO0300  STATE/COUNTY-  UT/IRON
 HO0300  COUNTRY     -  US
 HO0300  USGS QUAD   -  MODENA (2017)
 HO0300
 HO0300                         *CURRENT SURVEY CONTROL
 HO0300  ______________________________________________________________________
 HO0300* NAD 83(1986) POSITION- 37 46 41.5    (N) 113 58 04.4    (W)   HD_HELD2
 HO0300* NAVD 88 ORTHO HEIGHT -  1680.003 (meters)     5511.81  (feet) ADJUSTED
 HO0300  ______________________________________________________________________
 HO0300  GEOID HEIGHT    -        -23.041 (meters)                     GEOID18
 HO0300  DYNAMIC HEIGHT  -       1678.102 (meters)     5505.57  (feet) COMP
 HO0300  MODELED GRAVITY -    979,439.2   (mgal)                       NAVD 88
 HO0300
 HO0300  VERT ORDER      -  FIRST     CLASS II
 HO0300
 HO0300.The horizontal coordinates were established by autonomous hand held GPS
 HO0300.observations and have an estimated accuracy of +/- 10 meters.
 HO0300
 HO0300.The orthometric height was determined by differential leveling and
 HO0300.adjusted by the NATIONAL GEODETIC SURVEY
 HO0300.in June 1991.
 HO0300
 HO0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0300.GEOID18 height accuracy estimate available here.
 HO0300
 HO0300.Click photographs - Photos may exist for this station.
 HO0300
 HO0300.The dynamic height is computed by dividing the NAVD 88
 HO0300.geopotential number by the normal gravity value computed on the
 HO0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0300.degrees latitude (g = 980.6199 gals.).
 HO0300
 HO0300.The modeled gravity was interpolated from observed gravity values.
 HO0300
 HO0300;                    North         East    Units  Estimated Accuracy
 HO0300;SPC UT S     - 3,126,230.      282,624.      MT  (+/- 10 meters HH2 GPS)
 HO0300
 HO0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG3861485355(NAD 83)
 HO0300
 HO0300                          SUPERSEDED SURVEY CONTROL
 HO0300
 HO0300  NGVD 29 (??/??/92) 1678.824  (m)         5507.94   (f) ADJ UNCH    1 2
 HO0300
 HO0300.Superseded values are not recommended for survey control.
 HO0300
 HO0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0300.See file dsdata.pdf to determine how the superseded data were derived.
 HO0300
 HO0300_MARKER: B = BOLT
 HO0300_SETTING: 80 = SET IN A BOULDER
 HO0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0300+STABILITY: SURFACE MOTION
 HO0300
 HO0300  HISTORY     - Date     Condition        Report By
 HO0300  HISTORY     - 1908     MONUMENTED       CGS
 HO0300  HISTORY     - 1934     GOOD             CGS
 HO0300  HISTORY     - 1971     MARK NOT FOUND   NGS
 HO0300  HISTORY     - 1972     MARK NOT FOUND   USGS
 HO0300  HISTORY     - 20120228 GOOD             GEOCAC
 HO0300
 HO0300                          STATION DESCRIPTION
 HO0300
 HO0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0300'2.9 MI SE FROM MODENA.
 HO0300'ABOUT 2.9 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 HO0300'MODENA, IRON COUNTY, ABOUT 260 FEET NORTHEAST OF BRIDGE 506.91, ABOUT
 HO0300'1 POLE SOUTHWEST OF MILE POLE 507, ABOUT 151 FEET SOUTHEAST OF THE
 HO0300'CENTER LINE OF THE TRACK, IN THE TOP OF A LARGE BOULDER LYING AT THE
 HO0300'FOOT OF THE FIRST ROCKY POINT NORTHEAST OF THE TOMAS SIDING, AND ABOUT
 HO0300'2 FEET HIGHER THAN THE TOP OF THE RAIL.  A COPPER BOLT.
 HO0300
 HO0300                          STATION RECOVERY (1971)
 HO0300
 HO0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HO0300'MARK NOT FOUND.
 HO0300
 HO0300                          STATION RECOVERY (1972)
 HO0300
 HO0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HO0300'MARK NOT FOUND.
 HO0300
 HO0300                          STATION RECOVERY (2012)
 HO0300
 HO0300'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 HO0300'MARK BEARS 067 DEGREES 284 FT FROM THE CENTER OF RR BRIDGE 506.91, AT
 HO0300'THE TOP OF THE STEEP BANK OF THE BARROW DITCH.  THE COPPER BOLT IS
 HO0300'LETTERED 'USBM'.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0308 ***********************************************************************
 KO0308  DESIGNATION -  C 81
 KO0308  PID         -  KO0308
 KO0308  STATE/COUNTY-  UT/JUAB
 KO0308  COUNTRY     -  US
 KO0308  USGS QUAD   -  FISH SPRINGS SE (2017)
 KO0308
 KO0308                         *CURRENT SURVEY CONTROL
 KO0308  ______________________________________________________________________
 KO0308* NAD 83(1986) POSITION- 39 50 41.     (N) 113 18 50.     (W)   SCALED
 KO0308* NAVD 88 ORTHO HEIGHT -  1318.777 (meters)     4326.69  (feet) ADJUSTED
 KO0308  ______________________________________________________________________
 KO0308  GEOID HEIGHT    -        -19.332 (meters)                     GEOID18
 KO0308  DYNAMIC HEIGHT  -       1317.646 (meters)     4322.98  (feet) COMP
 KO0308  MODELED GRAVITY -    979,722.9   (mgal)                       NAVD 88
 KO0308
 KO0308  VERT ORDER      -  SECOND    CLASS 0
 KO0308
 KO0308.The horizontal coordinates were scaled from a map and have
 KO0308.an estimated accuracy of +/- 6 seconds.
 KO0308
 KO0308.The orthometric height was determined by differential leveling and
 KO0308.adjusted by the NATIONAL GEODETIC SURVEY
 KO0308.in June 1991.
 KO0308
 KO0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0308.GEOID18 height accuracy estimate available here.
 KO0308
 KO0308.Click photographs - Photos may exist for this station.
 KO0308
 KO0308.The dynamic height is computed by dividing the NAVD 88
 KO0308.geopotential number by the normal gravity value computed on the
 KO0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0308.degrees latitude (g = 980.6199 gals.).
 KO0308
 KO0308.The modeled gravity was interpolated from observed gravity values.
 KO0308
 KO0308;                    North         East    Units  Estimated Accuracy
 KO0308;SPC UT C     - 2,169,370.      344,780.      MT  (+/- 180 meters Scaled)
 KO0308
 KO0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK020130(NAD 83)
 KO0308
 KO0308                          SUPERSEDED SURVEY CONTROL
 KO0308
 KO0308  NGVD 29 (??/??/92) 1317.748  (m)         4323.31   (f) ADJ UNCH    2 0
 KO0308
 KO0308.Superseded values are not recommended for survey control.
 KO0308
 KO0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0308.See file dsdata.pdf to determine how the superseded data were derived.
 KO0308
 KO0308_MARKER: DB = BENCH MARK DISK
 KO0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0308_STAMPING: C 81 1934
 KO0308_MARK LOGO: CGS
 KO0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0308+STABILITY: SURFACE MOTION
 KO0308
 KO0308  HISTORY     - Date     Condition        Report By
 KO0308  HISTORY     - 1934     MONUMENTED       CGS
 KO0308  HISTORY     - 1967     GOOD             USGS
 KO0308
 KO0308                          STATION DESCRIPTION
 KO0308
 KO0308'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 KO0308'5.7 MI NE FROM FISH SPRINGS.
 KO0308'FISH SPRINGS NATIONAL WILDLIFE REFUGE HEADQUARTERS, 6.6 MI. SOUTH AND
 KO0308'EAST OF ALONG PONY EXPRESS ROAD, ABOUT 500 FEET NW OF ROAD, 96 FT. NE
 KO0308'OF A LARGE BLACK LAVA OUTCROP, 38 FT. NORTH OF OLD ROAD.  AND SET IN
 KO0308'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0213 ***********************************************************************
 LP0213  DESIGNATION -  C 83
 LP0213  PID         -  LP0213
 LP0213  STATE/COUNTY-  UT/TOOELE
 LP0213  COUNTRY     -  US
 LP0213  USGS QUAD   -  TETZLAFF PEAK (2017)
 LP0213
 LP0213                         *CURRENT SURVEY CONTROL
 LP0213  ______________________________________________________________________
 LP0213* NAD 83(1986) POSITION- 40 46 51.     (N) 113 59 42.     (W)   SCALED
 LP0213* NAVD 88 ORTHO HEIGHT -  1378.641 (meters)     4523.09  (feet) ADJUSTED
 LP0213  ______________________________________________________________________
 LP0213  GEOID HEIGHT    -        -18.015 (meters)                     GEOID18
 LP0213  DYNAMIC HEIGHT  -       1377.592 (meters)     4519.65  (feet) COMP
 LP0213  MODELED GRAVITY -    979,814.7   (mgal)                       NAVD 88
 LP0213
 LP0213  VERT ORDER      -  SECOND    CLASS 0
 LP0213
 LP0213.The horizontal coordinates were scaled from a map and have
 LP0213.an estimated accuracy of +/- 6 seconds.
 LP0213
 LP0213.The orthometric height was determined by differential leveling and
 LP0213.adjusted by the NATIONAL GEODETIC SURVEY
 LP0213.in June 1991.
 LP0213
 LP0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0213.GEOID18 height accuracy estimate available here.
 LP0213
 LP0213.Click photographs - Photos may exist for this station.
 LP0213
 LP0213.The dynamic height is computed by dividing the NAVD 88
 LP0213.geopotential number by the normal gravity value computed on the
 LP0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0213.degrees latitude (g = 980.6199 gals.).
 LP0213
 LP0213.The modeled gravity was interpolated from observed gravity values.
 LP0213
 LP0213;                    North         East    Units  Estimated Accuracy
 LP0213;SPC UT C     - 2,274,670.      289,410.      MT  (+/- 180 meters Scaled)
 LP0213
 LP0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL472187(NAD 83)
 LP0213
 LP0213                          SUPERSEDED SURVEY CONTROL
 LP0213
 LP0213  NGVD 29 (??/??/92) 1377.676  (m)         4519.93   (f) ADJ UNCH    2 0
 LP0213
 LP0213.Superseded values are not recommended for survey control.
 LP0213
 LP0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0213.See file dsdata.pdf to determine how the superseded data were derived.
 LP0213
 LP0213_MARKER: DB = BENCH MARK DISK
 LP0213_SETTING: 66 = SET IN ROCK OUTCROP
 LP0213_STAMPING: C 83 1958
 LP0213_MARK LOGO: CGS
 LP0213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0213+STABILITY: POSITION/ELEVATION WELL
 LP0213
 LP0213  HISTORY     - Date     Condition        Report By
 LP0213  HISTORY     - 1958     MONUMENTED       CGS
 LP0213
 LP0213                          STATION DESCRIPTION
 LP0213
 LP0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LP0213'4.7 MI NE FROM WENDOVER.
 LP0213'0.9 MILE EAST ALONG U. S. HIGHWAY 40 AND 50 ALTERNATE FROM THE
 LP0213'NEVADA-UTAH STATE LINE AT WENDOVER, THENCE 3.8 MILES NORTHEAST ALONG A
 LP0213'GRAVEL ROAD, 0.2 MILE NORTHWEST OF A RESERVOIR, IN THE TOP OF THE EAST
 LP0213'END OF A LARGE OUTCROP, 176 FEET SOUTHWEST AND ACROSS A SIDE ROAD FROM
 LP0213'THE CENTER LINE OF THE GRAVEL ROAD, 195 FEET WEST OF THE WEST CORNER
 LP0213'OF A SMALL FRAME BUILDING, 29 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 LP0213'THE SIDE ROAD, ABOUT 15 FEET HIGHER THAN THE GRAVEL ROAD, AND ABOUT 5
 LP0213'1/2 FEET HIGHER THAN THE SIDE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0385 ***********************************************************************
 MS0385  DESIGNATION -  C 84
 MS0385  PID         -  MS0385
 MS0385  STATE/COUNTY-  UT/BOX ELDER
 MS0385  COUNTRY     -  US
 MS0385  USGS QUAD   -  CRATER ISLAND NW (2017)
 MS0385
 MS0385                         *CURRENT SURVEY CONTROL
 MS0385  ______________________________________________________________________
 MS0385* NAD 83(1986) POSITION- 41 12 59.     (N) 113 55 15.     (W)   SCALED
 MS0385* NAVD 88 ORTHO HEIGHT -  1423.100 (meters)     4668.95  (feet) ADJUSTED
 MS0385  ______________________________________________________________________
 MS0385  GEOID HEIGHT    -        -17.031 (meters)                     GEOID18
 MS0385  DYNAMIC HEIGHT  -       1422.060 (meters)     4665.54  (feet) COMP
 MS0385  MODELED GRAVITY -    979,842.9   (mgal)                       NAVD 88
 MS0385
 MS0385  VERT ORDER      -  SECOND    CLASS 0
 MS0385
 MS0385.The horizontal coordinates were scaled from a map and have
 MS0385.an estimated accuracy of +/- 6 seconds.
 MS0385
 MS0385.The orthometric height was determined by differential leveling and
 MS0385.adjusted by the NATIONAL GEODETIC SURVEY
 MS0385.in June 1991.
 MS0385
 MS0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0385.GEOID18 height accuracy estimate available here.
 MS0385
 MS0385.Click photographs - Photos may exist for this station.
 MS0385
 MS0385.The dynamic height is computed by dividing the NAVD 88
 MS0385.geopotential number by the normal gravity value computed on the
 MS0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0385.degrees latitude (g = 980.6199 gals.).
 MS0385
 MS0385.The modeled gravity was interpolated from observed gravity values.
 MS0385
 MS0385;                    North         East    Units  Estimated Accuracy
 MS0385;SPC UT N     - 1,100,890.      297,030.      MT  (+/- 180 meters Scaled)
 MS0385
 MS0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL551668(NAD 83)
 MS0385
 MS0385                          SUPERSEDED SURVEY CONTROL
 MS0385
 MS0385  NGVD 29 (??/??/92) 1422.06   (m)         4665.5    (f) COMPUTED    2 0
 MS0385
 MS0385.Superseded values are not recommended for survey control.
 MS0385
 MS0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0385.See file dsdata.pdf to determine how the superseded data were derived.
 MS0385
 MS0385_MARKER: DB = BENCH MARK DISK
 MS0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0385_STAMPING: C 84 1958
 MS0385_MARK LOGO: CGS
 MS0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0385+STABILITY: SURFACE MOTION
 MS0385
 MS0385  HISTORY     - Date     Condition        Report By
 MS0385  HISTORY     - 1958     MONUMENTED       CGS
 MS0385
 MS0385                          STATION DESCRIPTION
 MS0385
 MS0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MS0385'9.65 MI S FROM LUCIN.
 MS0385'9.65 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT LUCIN, 32
 MS0385'FEET WEST OF THE CENTER LINE OF THE ROAD, 203 FEET SOUTH OF THE CENTER
 MS0385'OF THE INTERSECTION OF AN ABANDONED ROAD, 20 1/2 FEET EAST OF THE
 MS0385'CENTER LINE OF THE ABANDONED ROAD, 2.5 FEET NORTH OF A WITNESS POST,
 MS0385'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 MS0385'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0501 ***********************************************************************
 LO0501  DESIGNATION -  C 85
 LO0501  PID         -  LO0501
 LO0501  STATE/COUNTY-  UT/UTAH
 LO0501  COUNTRY     -  US
 LO0501  USGS QUAD   -  BRIDAL VEIL FALLS (2017)
 LO0501
 LO0501                         *CURRENT SURVEY CONTROL
 LO0501  ______________________________________________________________________
 LO0501* NAD 83(1986) POSITION- 40 19 51.78   (N) 111 37 10.79   (W)   HD_HELD1
 LO0501* NAVD 88 ORTHO HEIGHT -  1526.557 (meters)     5008.38  (feet) ADJUSTED
 LO0501  ______________________________________________________________________
 LO0501  GEOID HEIGHT    -        -16.390 (meters)                     GEOID18
 LO0501  DYNAMIC HEIGHT  -       1525.204 (meters)     5003.94  (feet) COMP
 LO0501  MODELED GRAVITY -    979,685.7   (mgal)                       NAVD 88
 LO0501
 LO0501  VERT ORDER      -  SECOND    CLASS 0
 LO0501
 LO0501.The horizontal coordinates were determined by differentially corrected
 LO0501.hand held GPS observations or other comparable positioning techniques
 LO0501.and have an estimated accuracy of +/- 3 meters.
 LO0501
 LO0501.The orthometric height was determined by differential leveling and
 LO0501.adjusted by the NATIONAL GEODETIC SURVEY
 LO0501.in June 1991.
 LO0501
 LO0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0501.GEOID18 height accuracy estimate available here.
 LO0501
 LO0501.Click photographs - Photos may exist for this station.
 LO0501
 LO0501.The dynamic height is computed by dividing the NAVD 88
 LO0501.geopotential number by the normal gravity value computed on the
 LO0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0501.degrees latitude (g = 980.6199 gals.).
 LO0501
 LO0501.The modeled gravity was interpolated from observed gravity values.
 LO0501
 LO0501;                    North         East    Units  Estimated Accuracy
 LO0501;SPC UT C     - 2,221,794.2     489,831.6     MT  (+/- 3 meters HH1 GPS) 
 LO0501
 LO0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4736164685(NAD 83)
 LO0501
 LO0501                          SUPERSEDED SURVEY CONTROL
 LO0501
 LO0501  NGVD 29 (??/??/92) 1525.482  (m)         5004.85   (f) ADJ UNCH    2 0
 LO0501
 LO0501.Superseded values are not recommended for survey control.
 LO0501
 LO0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0501.See file dsdata.pdf to determine how the superseded data were derived.
 LO0501
 LO0501_MARKER: DB = BENCH MARK DISK
 LO0501_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0501_SP_SET: BRIDGE
 LO0501_STAMPING: C 85 1934
 LO0501_MARK LOGO: CGS
 LO0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0501
 LO0501  HISTORY     - Date     Condition        Report By
 LO0501  HISTORY     - 1934     MONUMENTED       CGS
 LO0501  HISTORY     - 20020401 POOR             INDIV
 LO0501
 LO0501                          STATION DESCRIPTION
 LO0501
 LO0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0501'0.30 MI SW FROM PROVO.
 LO0501'1/3 MILE SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 LO0501'FROM THE STATION SIGN AT NUNNS, UTAH COUNTY, AT BRIDGE 8 H, AND IN THE
 LO0501'TOP OF THE SOUTHWEST STONE ABUTMENT.  A STANDARD DISK, STAMPED C 85
 LO0501'1934.
 LO0501
 LO0501                          STATION RECOVERY (2002)
 LO0501
 LO0501'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WRJ)
 LO0501'7.0 MI NE FROM PROVO STRAIGHT LINE. 0.6 MI SW FROM NUNNS
 LO0501'STRAIGHT LINE. DISK IS LOCATED IN THE SW STONE ABUTMENT OF A
 LO0501'FOOTBRIDGE ON THE PROVO RIVER PARKWAY TRAIL IN PROVO CANYON.
 LO0501'TRAIL RUNS ON AN OLD RAILROAD BED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0605 ***********************************************************************
 LO0605  DESIGNATION -  C 86
 LO0605  PID         -  LO0605
 LO0605  STATE/COUNTY-  UT/SUMMIT
 LO0605  COUNTRY     -  US
 LO0605  USGS QUAD   -  PARK CITY WEST (2017)
 LO0605
 LO0605                         *CURRENT SURVEY CONTROL
 LO0605  ______________________________________________________________________
 LO0605* NAD 83(1986) POSITION- 40 40 55.     (N) 111 32 02.     (W)   SCALED
 LO0605* NAVD 88 ORTHO HEIGHT -  2022.220 (meters)     6634.57  (feet) POSTED
 LO0605  ______________________________________________________________________
 LO0605  GEOID HEIGHT    -        -15.577 (meters)                     GEOID18
 LO0605  DYNAMIC HEIGHT  -       2020.30  (meters)     6628.3   (feet) COMP
 LO0605  MODELED GRAVITY -    979,602.6   (mgal)                       NAVD 88
 LO0605
 LO0605  VERT ORDER      -  * POSTED, SEE BELOW
 LO0605
 LO0605.The horizontal coordinates were scaled from a map and have
 LO0605.an estimated accuracy of +/- 6 seconds.
 LO0605
 LO0605.The orthometric height was determined by differential leveling
 LO0605.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LO0605
 LO0605.* This is a POSTED BENCH MARK height.
 LO0605
 LO0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0605.GEOID18 height accuracy estimate available here.
 LO0605
 LO0605.Click photographs - Photos may exist for this station.
 LO0605
 LO0605.The dynamic height is computed by dividing the NAVD 88
 LO0605.geopotential number by the normal gravity value computed on the
 LO0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0605.degrees latitude (g = 980.6199 gals.).
 LO0605
 LO0605.The modeled gravity was interpolated from observed gravity values.
 LO0605
 LO0605;                    North         East    Units  Estimated Accuracy
 LO0605;SPC UT N     - 1,038,710.      497,140.      MT  (+/- 180 meters Scaled)
 LO0605
 LO0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL548035(NAD 83)
 LO0605
 LO0605                          SUPERSEDED SURVEY CONTROL
 LO0605
 LO0605  NGVD 29 (??/??/92) 2020.933  (m)         6630.34   (f) ADJ UNCH    2 0
 LO0605
 LO0605.Superseded values are not recommended for survey control.
 LO0605
 LO0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0605.See file dsdata.pdf to determine how the superseded data were derived.
 LO0605
 LO0605_MARKER: DB = BENCH MARK DISK
 LO0605_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0605_SP_SET: BRIDGE
 LO0605_STAMPING: C 86 1934
 LO0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0605
 LO0605  HISTORY     - Date     Condition        Report By
 LO0605  HISTORY     - 1934     MONUMENTED       CGS
 LO0605
 LO0605                          STATION DESCRIPTION
 LO0605
 LO0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0605'0.8 MI S FROM SNYDERVILLE.
 LO0605'0.8 MILE SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 LO0605'THE STATION SIGN AT SNYDERVILLE, SUMMIT COUNTY, AT AN ABANDONED ROAD
 LO0605'CROSSING, IN THE TOP OF THE NORTH PARAPET WALL OF A HIGHWAY BRIDGE,
 LO0605'AND 66 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 LO0605'DISK, STAMPED C 86 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0117 ***********************************************************************
 LP0117  DESIGNATION -  C 87
 LP0117  PID         -  LP0117
 LP0117  STATE/COUNTY-  UT/TOOELE
 LP0117  COUNTRY     -  US
 LP0117  USGS QUAD   -  SALT MOUNTAIN (2017)
 LP0117
 LP0117                         *CURRENT SURVEY CONTROL
 LP0117  ______________________________________________________________________
 LP0117* NAD 83(1986) POSITION- 40 30 50.     (N) 112 44 51.     (W)   SCALED
 LP0117* NAVD 88 ORTHO HEIGHT -  1358.336 (meters)     4456.47  (feet) ADJUSTED
 LP0117  ______________________________________________________________________
 LP0117  GEOID HEIGHT    -        -17.580 (meters)                     GEOID18
 LP0117  DYNAMIC HEIGHT  -       1357.252 (meters)     4452.92  (feet) COMP
 LP0117  MODELED GRAVITY -    979,779.8   (mgal)                       NAVD 88
 LP0117
 LP0117  VERT ORDER      -  SECOND    CLASS 0
 LP0117
 LP0117.The horizontal coordinates were scaled from a map and have
 LP0117.an estimated accuracy of +/- 6 seconds.
 LP0117
 LP0117.The orthometric height was determined by differential leveling and
 LP0117.adjusted by the NATIONAL GEODETIC SURVEY
 LP0117.in June 1991.
 LP0117
 LP0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0117.GEOID18 height accuracy estimate available here.
 LP0117
 LP0117.Click photographs - Photos may exist for this station.
 LP0117
 LP0117.The dynamic height is computed by dividing the NAVD 88
 LP0117.geopotential number by the normal gravity value computed on the
 LP0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0117.degrees latitude (g = 980.6199 gals.).
 LP0117
 LP0117.The modeled gravity was interpolated from observed gravity values.
 LP0117
 LP0117;                    North         East    Units  Estimated Accuracy
 LP0117;SPC UT C     - 2,242,830.      394,280.      MT  (+/- 180 meters Scaled)
 LP0117
 LP0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK519862(NAD 83)
 LP0117
 LP0117                          SUPERSEDED SURVEY CONTROL
 LP0117
 LP0117  NGVD 29 (??/??/92) 1357.287  (m)         4453.03   (f) ADJ UNCH    2 0
 LP0117
 LP0117.Superseded values are not recommended for survey control.
 LP0117
 LP0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0117.See file dsdata.pdf to determine how the superseded data were derived.
 LP0117
 LP0117_MARKER: DB = BENCH MARK DISK
 LP0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0117_STAMPING: C 87 1934
 LP0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0117+STABILITY: SURFACE MOTION
 LP0117
 LP0117  HISTORY     - Date     Condition        Report By
 LP0117  HISTORY     - 1934     MONUMENTED       CGS
 LP0117  HISTORY     - 1955     MARK NOT FOUND   USGS
 LP0117
 LP0117                          STATION DESCRIPTION
 LP0117
 LP0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0117'14.9 MI N FROM ORRS RANCH.
 LP0117'ABOUT 14.9 MILES NORTH ALONG THE ROAD TO TIMPIE FROM THE ROAD
 LP0117'INTERSECTION NORTHWEST OF ORRS RANCH, TOOELE COUNTY, ABOUT 0.1 MILE
 LP0117'NORTH OF A FENCE CORNER, 30 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LP0117'AND IN LINE WITH THE FENCE.  A STANDARD DISK, STAMPED C 87 1934 AND
 LP0117'SET IN THE TOP OF A CONCRETE POST.
 LP0117
 LP0117                          STATION RECOVERY (1955)
 LP0117
 LP0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LP0117'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0021 ***********************************************************************
 LP0021  DESIGNATION -  C 88
 LP0021  PID         -  LP0021
 LP0021  STATE/COUNTY-  UT/TOOELE
 LP0021  COUNTRY     -  US
 LP0021  USGS QUAD   -  GRANTSVILLE (2017)
 LP0021
 LP0021                         *CURRENT SURVEY CONTROL
 LP0021  ______________________________________________________________________
 LP0021* NAD 83(1986) POSITION- 40 36 19.     (N) 112 23 22.     (W)   SCALED
 LP0021* NAVD 88 ORTHO HEIGHT -  1308.713 (meters)     4293.67  (feet) ADJUSTED
 LP0021  ______________________________________________________________________
 LP0021  GEOID HEIGHT    -        -17.590 (meters)                     GEOID18
 LP0021  DYNAMIC HEIGHT  -       1307.673 (meters)     4290.26  (feet) COMP
 LP0021  MODELED GRAVITY -    979,785.5   (mgal)                       NAVD 88
 LP0021
 LP0021  VERT ORDER      -  SECOND    CLASS 0
 LP0021
 LP0021.The horizontal coordinates were scaled from a map and have
 LP0021.an estimated accuracy of +/- 6 seconds.
 LP0021
 LP0021.The orthometric height was determined by differential leveling and
 LP0021.adjusted by the NATIONAL GEODETIC SURVEY
 LP0021.in June 1991.
 LP0021
 LP0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0021.GEOID18 height accuracy estimate available here.
 LP0021
 LP0021.Click photographs - Photos may exist for this station.
 LP0021
 LP0021.The dynamic height is computed by dividing the NAVD 88
 LP0021.geopotential number by the normal gravity value computed on the
 LP0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0021.degrees latitude (g = 980.6199 gals.).
 LP0021
 LP0021.The modeled gravity was interpolated from observed gravity values.
 LP0021
 LP0021;                    North         East    Units  Estimated Accuracy
 LP0021;SPC UT C     - 2,252,610.      424,720.      MT  (+/- 180 meters Scaled)
 LP0021
 LP0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK824958(NAD 83)
 LP0021
 LP0021                          SUPERSEDED SURVEY CONTROL
 LP0021
 LP0021  NGVD 29 (??/??/92) 1307.661  (m)         4290.22   (f) ADJ UNCH    2 0
 LP0021
 LP0021.Superseded values are not recommended for survey control.
 LP0021
 LP0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0021.See file dsdata.pdf to determine how the superseded data were derived.
 LP0021
 LP0021_MARKER: DB = BENCH MARK DISK
 LP0021_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0021_SP_SET: CULVERT HEADWALL
 LP0021_STAMPING: C 88 1934
 LP0021_MARK LOGO: CGS
 LP0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0021+STABILITY: SURFACE MOTION
 LP0021
 LP0021  HISTORY     - Date     Condition        Report By
 LP0021  HISTORY     - 1934     MONUMENTED       CGS
 LP0021  HISTORY     - 1955     MARK NOT FOUND   USGS
 LP0021
 LP0021                          STATION DESCRIPTION
 LP0021
 LP0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0021'3.5 MI E FROM GRANTSVILLE.
 LP0021'3.5 MILES EAST ALONG U.S. HIGHWAY 40 AND 50 FROM GRANTSVILLE, TOOELE
 LP0021'COUNTY, ABOUT 1/4 MILE EAST OF A RAILROAD CROSSING, AND IN THE TOP OF
 LP0021'THE SOUTH HEADWALL OF A CULVERT.  A STANDARD DISK, STAMPED C 88 1934.
 LP0021'NOTE-- THE CONCRETE HEADWALL HAD BEEN COVERED BY CONSTRUCTION CREWS IN
 LP0021'THE AREA, BUT HAS RECENTLY BEEN UNCOVERED AND IS TO REMAIN IN ITS
 LP0021'PRESENT POSITION WITH THE BM IN PLACE.  THE HEADWALL HAS NOT BEEN
 LP0021'DISTURBED AND WAS FOUND AS DESCRIBED IN THE CONTROL FOLDER.
 LP0021
 LP0021                          STATION RECOVERY (1955)
 LP0021
 LP0021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LP0021'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0231 ***********************************************************************
 MS0231  DESIGNATION -  C 89
 MS0231  PID         -  MS0231
 MS0231  STATE/COUNTY-  UT/BOX ELDER
 MS0231  COUNTRY     -  US
 MS0231  USGS QUAD   -  SNOWVILLE (2017)
 MS0231
 MS0231                         *CURRENT SURVEY CONTROL
 MS0231  ______________________________________________________________________
 MS0231* NAD 83(1986) POSITION- 41 57 56.5    (N) 112 42 37.3    (W)   HD_HELD2
 MS0231* NAVD 88 ORTHO HEIGHT -  1388.003 (meters)     4553.81  (feet) ADJUSTED
 MS0231  ______________________________________________________________________
 MS0231  GEOID HEIGHT    -        -14.942 (meters)                     GEOID18
 MS0231  DYNAMIC HEIGHT  -       1387.069 (meters)     4550.74  (feet) COMP
 MS0231  MODELED GRAVITY -    979,901.5   (mgal)                       NAVD 88
 MS0231
 MS0231  VERT ORDER      -  SECOND    CLASS 0
 MS0231
 MS0231.The horizontal coordinates were established by autonomous hand held GPS
 MS0231.observations and have an estimated accuracy of +/- 10 meters.
 MS0231
 MS0231.The orthometric height was determined by differential leveling and
 MS0231.adjusted by the NATIONAL GEODETIC SURVEY
 MS0231.in June 1991.
 MS0231
 MS0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0231.GEOID18 height accuracy estimate available here.
 MS0231
 MS0231.Click photographs - Photos may exist for this station.
 MS0231
 MS0231.The dynamic height is computed by dividing the NAVD 88
 MS0231.geopotential number by the normal gravity value computed on the
 MS0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0231.degrees latitude (g = 980.6199 gals.).
 MS0231
 MS0231.The modeled gravity was interpolated from observed gravity values.
 MS0231
 MS0231;                    North         East    Units  Estimated Accuracy
 MS0231;SPC UT N     - 1,181,982.      399,667.      MT  (+/- 10 meters HH2 GPS)
 MS0231
 MS0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM5827347382(NAD 83)
 MS0231
 MS0231                          SUPERSEDED SURVEY CONTROL
 MS0231
 MS0231  NGVD 29 (??/??/92) 1386.961  (m)         4550.39   (f) ADJ UNCH    2 0
 MS0231
 MS0231.Superseded values are not recommended for survey control.
 MS0231
 MS0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0231.See file dsdata.pdf to determine how the superseded data were derived.
 MS0231
 MS0231_MARKER: DB = BENCH MARK DISK
 MS0231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0231_SP_SET: BUILDING
 MS0231_STAMPING: C 89 1934
 MS0231_MARK LOGO: CGS
 MS0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MS0231+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2007
 MS0231
 MS0231  HISTORY     - Date     Condition        Report By
 MS0231  HISTORY     - 1934     MONUMENTED       CGS
 MS0231  HISTORY     - 1960     GOOD             CGS
 MS0231  HISTORY     - 19970318 GOOD             NGS
 MS0231  HISTORY     - 20070713 GOOD             NGS
 MS0231
 MS0231                          STATION DESCRIPTION
 MS0231
 MS0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MS0231'IN SNOWVILLE.
 MS0231'AT SNOWVILLE, AT THE JUNCTION OF U.S. HIGHWAY 30S AND THE ROAD LEADING
 MS0231'TO HOLBROOK, AT THE NELSON BRICK CAFE BUILDING, SET VERTICALLY IN THE
 MS0231'WEST END OF THE SOUTH WALL AND 4 FEET ABOVE THE GROUND.
 MS0231
 MS0231                          STATION RECOVERY (1997)
 MS0231
 MS0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (DW)
 MS0231'DISK IS NEXT TO AIR CONDITIONER IN WALL OF MOLINE CAFE.  E-W ROAD IS
 MS0231'NO LONGER US 30S.  EXITS TO INTERSTATE 84 ARE ABOUT A HALF MILE OT
 MS0231'SOUTH AND A HALF MILE TO WEST (ALSO TO UT 30).  GRAVITY BASE STATION
 MS0231''SNOWVILLE J', DOD 4644-1, IGB 15612J. IS 4 FEET BELOW ON PAVEMENT.
 MS0231
 MS0231                          STATION RECOVERY (2007)
 MS0231
 MS0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DW)
 MS0231'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0037 ***********************************************************************
 MS0037  DESIGNATION -  C 90
 MS0037  PID         -  MS0037
 MS0037  STATE/COUNTY-  UT/BOX ELDER
 MS0037  COUNTRY     -  US
 MS0037  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0037
 MS0037                         *CURRENT SURVEY CONTROL
 MS0037  ______________________________________________________________________
 MS0037* NAD 83(1986) POSITION- 41 34 14.     (N) 112 02 48.     (W)   SCALED
 MS0037* NAVD 88 ORTHO HEIGHT -  1287.805 (meters)     4225.07  (feet) ADJUSTED
 MS0037  ______________________________________________________________________
 MS0037  GEOID HEIGHT    -        -15.977 (meters)                     GEOID18
 MS0037  DYNAMIC HEIGHT  -       1286.899 (meters)     4222.10  (feet) COMP
 MS0037  MODELED GRAVITY -    979,875.2   (mgal)                       NAVD 88
 MS0037
 MS0037  VERT ORDER      -  FIRST     CLASS II
 MS0037
 MS0037.The horizontal coordinates were scaled from a map and have
 MS0037.an estimated accuracy of +/- 6 seconds.
 MS0037
 MS0037.The orthometric height was determined by differential leveling and
 MS0037.adjusted by the NATIONAL GEODETIC SURVEY
 MS0037.in June 1991.
 MS0037
 MS0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0037.GEOID18 height accuracy estimate available here.
 MS0037
 MS0037.Click photographs - Photos may exist for this station.
 MS0037
 MS0037.The dynamic height is computed by dividing the NAVD 88
 MS0037.geopotential number by the normal gravity value computed on the
 MS0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0037.degrees latitude (g = 980.6199 gals.).
 MS0037
 MS0037.The modeled gravity was interpolated from observed gravity values.
 MS0037
 MS0037;                    North         East    Units  Estimated Accuracy
 MS0037;SPC UT N     - 1,137,540.      454,410.      MT  (+/- 180 meters Scaled)
 MS0037
 MS0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM127026(NAD 83)
 MS0037
 MS0037                          SUPERSEDED SURVEY CONTROL
 MS0037
 MS0037  NGVD 29 (??/??/92) 1286.82   (m)         4221.8    (f) COMPUTED    1 2
 MS0037
 MS0037.Superseded values are not recommended for survey control.
 MS0037
 MS0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0037.See file dsdata.pdf to determine how the superseded data were derived.
 MS0037
 MS0037_MARKER: DB = BENCH MARK DISK
 MS0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0037_STAMPING: C 90 1934
 MS0037_MARK LOGO: CGS
 MS0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0037+STABILITY: SURFACE MOTION
 MS0037
 MS0037  HISTORY     - Date     Condition        Report By
 MS0037  HISTORY     - 1934     MONUMENTED       CGS
 MS0037  HISTORY     - 1954     POOR             USGS
 MS0037  HISTORY     - 1987     MARK NOT FOUND   USGS
 MS0037
 MS0037                          STATION DESCRIPTION
 MS0037
 MS0037'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 MS0037'IN BAKERS.
 MS0037'AT BAKERS, BOX ELDER COUNTY, ON THE UNION PACIFIC RAILROAD, 6 POLES
 MS0037'NORTH OF THE STATION SIGN, 7 POLES SOUTH OF A WATCHMANS SHACK, AT A
 MS0037'ROAD CROSSING, 45 FEET EAST OF THE CENTERLINE OF THE EAST-BOUND TRACK,
 MS0037'32 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 2 FEET SOUTH OF A
 MS0037'FENCE CORNER.  A STANDARD DISK, STAMPED C 90 1934 AND SET IN THE TOP
 MS0037'OF A CONCRETE POST.  NOTE-- THIS BM IS IN MARSHY GROUND AND CAN BE
 MS0037'MOVED FROM SIDE TO SIDE IN ITS HOLE.
 MS0037
 MS0037                          STATION RECOVERY (1987)
 MS0037
 MS0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (GH)
 MS0037'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0612 ***********************************************************************
 LO0612  DESIGNATION -  C 91
 LO0612  PID         -  LO0612
 LO0612  STATE/COUNTY-  UT/SALT LAKE
 LO0612  COUNTRY     -  US
 LO0612  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0612
 LO0612                         *CURRENT SURVEY CONTROL
 LO0612  ______________________________________________________________________
 LO0612* NAD 83(1986) POSITION- 40 43 32.     (N) 111 58 29.     (W)   SCALED
 LO0612* NAVD 88 ORTHO HEIGHT -  1293.180 (meters)     4242.71  (feet) ADJUSTED
 LO0612  ______________________________________________________________________
 LO0612  GEOID HEIGHT    -        -17.150 (meters)                     GEOID18
 LO0612  DYNAMIC HEIGHT  -       1292.157 (meters)     4239.35  (feet) COMP
 LO0612  MODELED GRAVITY -    979,789.0   (mgal)                       NAVD 88
 LO0612
 LO0612  VERT ORDER      -  FIRST     CLASS II
 LO0612
 LO0612.The horizontal coordinates were scaled from a map and have
 LO0612.an estimated accuracy of +/- 6 seconds.
 LO0612
 LO0612.The orthometric height was determined by differential leveling and
 LO0612.adjusted by the NATIONAL GEODETIC SURVEY
 LO0612.in June 1991.
 LO0612
 LO0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0612.GEOID18 height accuracy estimate available here.
 LO0612
 LO0612.Click photographs - Photos may exist for this station.
 LO0612
 LO0612.The dynamic height is computed by dividing the NAVD 88
 LO0612.geopotential number by the normal gravity value computed on the
 LO0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0612.degrees latitude (g = 980.6199 gals.).
 LO0612
 LO0612.The modeled gravity was interpolated from observed gravity values.
 LO0612
 LO0612;                    North         East    Units  Estimated Accuracy
 LO0612;SPC UT C     - 2,265,700.      459,890.      MT  (+/- 180 meters Scaled)
 LO0612
 LO0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL176087(NAD 83)
 LO0612
 LO0612                          SUPERSEDED SURVEY CONTROL
 LO0612
 LO0612  NGVD 29 (??/??/92) 1292.245  (m)         4239.64   (f) ADJ UNCH    1 2
 LO0612
 LO0612.Superseded values are not recommended for survey control.
 LO0612
 LO0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0612.See file dsdata.pdf to determine how the superseded data were derived.
 LO0612
 LO0612_MARKER: DB = BENCH MARK DISK
 LO0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0612_STAMPING: C 91 1953
 LO0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0612+STABILITY: SURFACE MOTION
 LO0612
 LO0612  HISTORY     - Date     Condition        Report By
 LO0612  HISTORY     - 1953     MONUMENTED       CGS
 LO0612
 LO0612                          STATION DESCRIPTION
 LO0612
 LO0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LO0612'6.1 MI SW FROM SALT LAKE CITY.
 LO0612'2.7 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 LO0612'THE FREIGHT DEPOT AT SALT LAKE CITY, THENCE 3.4 MILES WEST ALONG STATE
 LO0612'HIGHWAY 201.  AT THE UTAH CENTRAL AIRPORT, 126.7 FEET SOUTH OF THE
 LO0612'CENTER LINE OF THE HIGHWAY, 1.2 FEET SOUTHEAST OF THE NORTHEAST CORNER
 LO0612'OF A STUCCOED OFFICE BUILDING OF RUSSELL AIRCRAFT SALES, AND SET IN
 LO0612'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0153 ***********************************************************************
 MS0153  DESIGNATION -  C 92
 MS0153  PID         -  MS0153
 MS0153  STATE/COUNTY-  UT/DAVIS
 MS0153  COUNTRY     -  US
 MS0153  USGS QUAD   -  CLEARFIELD (2017)
 MS0153
 MS0153                         *CURRENT SURVEY CONTROL
 MS0153  ______________________________________________________________________
 MS0153* NAD 83(1986) POSITION- 41 07 05.76   (N) 112 02 43.38   (W)   HD_HELD1
 MS0153* NAVD 88 ORTHO HEIGHT -  1348.960 (meters)     4425.71  (feet) ADJUSTED
 MS0153  ______________________________________________________________________
 MS0153  GEOID HEIGHT    -        -17.018 (meters)                     GEOID18
 MS0153  DYNAMIC HEIGHT  -       1347.922 (meters)     4422.31  (feet) COMP
 MS0153  MODELED GRAVITY -    979,807.8   (mgal)                       NAVD 88
 MS0153
 MS0153  VERT ORDER      -  FIRST     CLASS II
 MS0153
 MS0153.The horizontal coordinates were determined by differentially corrected
 MS0153.hand held GPS observations or other comparable positioning techniques
 MS0153.and have an estimated accuracy of +/- 3 meters.
 MS0153
 MS0153.The orthometric height was determined by differential leveling and
 MS0153.adjusted by the NATIONAL GEODETIC SURVEY
 MS0153.in June 1991.
 MS0153
 MS0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0153.GEOID18 height accuracy estimate available here.
 MS0153
 MS0153.Click photographs - Photos may exist for this station.
 MS0153
 MS0153.The dynamic height is computed by dividing the NAVD 88
 MS0153.geopotential number by the normal gravity value computed on the
 MS0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0153.degrees latitude (g = 980.6199 gals.).
 MS0153
 MS0153.The modeled gravity was interpolated from observed gravity values.
 MS0153
 MS0153;                    North         East    Units  Estimated Accuracy
 MS0153;SPC UT N     - 1,087,310.0     454,198.3     MT  (+/- 3 meters HH1 GPS) 
 MS0153
 MS0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1223852412(NAD 83)
 MS0153
 MS0153                          SUPERSEDED SURVEY CONTROL
 MS0153
 MS0153  NGVD 29 (??/??/92) 1348.034  (m)         4422.67   (f) ADJ UNCH    1 2
 MS0153
 MS0153.Superseded values are not recommended for survey control.
 MS0153
 MS0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0153.See file dsdata.pdf to determine how the superseded data were derived.
 MS0153
 MS0153_MARKER: DB = BENCH MARK DISK
 MS0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0153_STAMPING: C 92 1953
 MS0153_MARK LOGO: CGS
 MS0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0153+STABILITY: SURFACE MOTION
 MS0153
 MS0153  HISTORY     - Date     Condition        Report By
 MS0153  HISTORY     - 1953     MONUMENTED       CGS
 MS0153
 MS0153                          STATION DESCRIPTION
 MS0153
 MS0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0153'1.4 MI W FROM CLEARFIELD.
 MS0153'0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE AT
 MS0153'CLEARFIELD, THENCE 1.0 MILE WEST ALONG WEST POINT ROAD (300 NORTH
 MS0153'STREET), AT THE INTERSECTION OF 1000 WEST STREET, IN LINE WITH A ROW
 MS0153'OF POWER LINE POLES, 62.1 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 MS0153'24 1/2 FEET WEST OF THE CENTER LINE OF THE STREET, 41 FEET NORTH OF A
 MS0153'POWER LINE POLE, 30 FEET NORTH OF A FENCE CORNER, 1.1 FEET EAST OF A
 MS0153'FENCE, 1.6 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE STREETS,
 MS0153'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 MS0153'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0118 ***********************************************************************
 MS0118  DESIGNATION -  C 93
 MS0118  PID         -  MS0118
 MS0118  STATE/COUNTY-  UT/BOX ELDER
 MS0118  COUNTRY     -  US
 MS0118  USGS QUAD   -  WILLARD (2017)
 MS0118
 MS0118                         *CURRENT SURVEY CONTROL
 MS0118  ______________________________________________________________________
 MS0118* NAD 83(1986) POSITION- 41 27 24.     (N) 112 03 07.     (W)   SCALED
 MS0118* NAVD 88 ORTHO HEIGHT -  1300.469 (meters)     4266.62  (feet) ADJUSTED
 MS0118  ______________________________________________________________________
 MS0118  GEOID HEIGHT    -        -16.259 (meters)                     GEOID18
 MS0118  DYNAMIC HEIGHT  -       1299.528 (meters)     4263.53  (feet) COMP
 MS0118  MODELED GRAVITY -    979,855.7   (mgal)                       NAVD 88
 MS0118
 MS0118  VERT ORDER      -  FIRST     CLASS II
 MS0118
 MS0118.The horizontal coordinates were scaled from a map and have
 MS0118.an estimated accuracy of +/- 6 seconds.
 MS0118
 MS0118.The orthometric height was determined by differential leveling and
 MS0118.adjusted by the NATIONAL GEODETIC SURVEY
 MS0118.in June 1991.
 MS0118
 MS0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0118.GEOID18 height accuracy estimate available here.
 MS0118
 MS0118.Click photographs - Photos may exist for this station.
 MS0118
 MS0118.The dynamic height is computed by dividing the NAVD 88
 MS0118.geopotential number by the normal gravity value computed on the
 MS0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0118.degrees latitude (g = 980.6199 gals.).
 MS0118
 MS0118.The modeled gravity was interpolated from observed gravity values.
 MS0118
 MS0118;                    North         East    Units  Estimated Accuracy
 MS0118;SPC UT N     - 1,124,890.      453,890.      MT  (+/- 180 meters Scaled)
 MS0118
 MS0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL121899(NAD 83)
 MS0118
 MS0118                          SUPERSEDED SURVEY CONTROL
 MS0118
 MS0118  NGVD 29 (??/??/92) 1299.478  (m)         4263.37   (f) ADJ UNCH    1 2
 MS0118
 MS0118.Superseded values are not recommended for survey control.
 MS0118
 MS0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0118.See file dsdata.pdf to determine how the superseded data were derived.
 MS0118
 MS0118_MARKER: DB = BENCH MARK DISK
 MS0118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0118_SP_SET: FOUNDATION
 MS0118_STAMPING: C 93 1953
 MS0118_MARK LOGO: CGS
 MS0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0118
 MS0118  HISTORY     - Date     Condition        Report By
 MS0118  HISTORY     - 1953     MONUMENTED       CGS
 MS0118  HISTORY     - 20081115 MARK NOT FOUND   USFWS
 MS0118
 MS0118                          STATION DESCRIPTION
 MS0118
 MS0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0118'3.9 MI S FROM BRIGHAM CITY.
 MS0118'3.9 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MS0118'BRIGHAM CITY, AT PERRY, 0.2 MILE (8-1/3 POLES) NORTH OF MILEPOLE 17,
 MS0118'AT THE CROSSING OF A PAVED ROAD LEADING EAST AND A GRAVELED ROAD
 MS0118'LEADING WEST, AT THE PERRY CANNING COMPANY BUILDING, SET VERTICALLY IN
 MS0118'THE CONCRETE FOUNDATION OF THE WEST CONCRETE BLOCK WALL, 0.9 FOOT
 MS0118'SOUTH OF THE NORTHWEST CORNER, 79.2 FEET EAST OF THE EAST RAIL OF THE
 MS0118'MAIN TRACK, 25 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 1.3 FEET
 MS0118'ABOVE THE GROUND.
 MS0118
 MS0118                          STATION RECOVERY (2008)
 MS0118
 MS0118'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2008 (RJA)
 MS0118'THIS MARK WAS APPARENTLY DETSROYED.  THE DESCRIPTION REFERS TO THE
 MS0118'MARK BEING SET IN THE FOUNDATION WALL OF A BUILDING.  NEIGHBORS ACROSS
 MS0118'THE STREET CONFIRMED THAT THE BUILDING ONCE EXISTED BUT IT WAS
 MS0118'DEMOLISHED SEVERAL YEARS AGO.  THERE IS NO SIGN OF THE FOUNDATION -
 MS0118'THE LOT HAS BEEN BULLDOZED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0076 ***********************************************************************
 MS0076  DESIGNATION -  C 94
 MS0076  PID         -  MS0076
 MS0076  STATE/COUNTY-  UT/BOX ELDER
 MS0076  COUNTRY     -  US
 MS0076  USGS QUAD   -  PUBLIC SHOOTING GROUNDS (2017)
 MS0076
 MS0076                         *CURRENT SURVEY CONTROL
 MS0076  ______________________________________________________________________
 MS0076* NAD 83(1986) POSITION- 41 36 10.     (N) 112 18 40.     (W)   SCALED
 MS0076* NAVD 88 ORTHO HEIGHT -  1290.989 (meters)     4235.52  (feet) ADJUSTED
 MS0076  ______________________________________________________________________
 MS0076  GEOID HEIGHT    -        -16.056 (meters)                     GEOID18
 MS0076  DYNAMIC HEIGHT  -       1290.086 (meters)     4232.56  (feet) COMP
 MS0076  MODELED GRAVITY -    979,879.3   (mgal)                       NAVD 88
 MS0076
 MS0076  VERT ORDER      -  FIRST     CLASS II
 MS0076
 MS0076.The horizontal coordinates were scaled from a map and have
 MS0076.an estimated accuracy of +/- 6 seconds.
 MS0076
 MS0076.The orthometric height was determined by differential leveling and
 MS0076.adjusted by the NATIONAL GEODETIC SURVEY
 MS0076.in June 1991.
 MS0076
 MS0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0076.GEOID18 height accuracy estimate available here.
 MS0076
 MS0076.Click photographs - Photos may exist for this station.
 MS0076
 MS0076.The dynamic height is computed by dividing the NAVD 88
 MS0076.geopotential number by the normal gravity value computed on the
 MS0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0076.degrees latitude (g = 980.6199 gals.).
 MS0076
 MS0076.The modeled gravity was interpolated from observed gravity values.
 MS0076
 MS0076;                    North         East    Units  Estimated Accuracy
 MS0076;SPC UT N     - 1,141,290.      432,390.      MT  (+/- 180 meters Scaled)
 MS0076
 MS0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM907065(NAD 83)
 MS0076
 MS0076                          SUPERSEDED SURVEY CONTROL
 MS0076
 MS0076  NGVD 29 (??/??/92) 1289.996  (m)         4232.26   (f) ADJ UNCH    1 2
 MS0076
 MS0076.Superseded values are not recommended for survey control.
 MS0076
 MS0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0076.See file dsdata.pdf to determine how the superseded data were derived.
 MS0076
 MS0076_MARKER: DB = BENCH MARK DISK
 MS0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0076_STAMPING: C 94 1953
 MS0076_MARK LOGO: CGS
 MS0076_PROJECTION: PROJECTING 9 CENTIMETERS
 MS0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0076+STABILITY: SURFACE MOTION
 MS0076
 MS0076  HISTORY     - Date     Condition        Report By
 MS0076  HISTORY     - 1953     MONUMENTED       CGS
 MS0076
 MS0076                          STATION DESCRIPTION
 MS0076
 MS0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0076'11.2 MI W FROM CORINNE.
 MS0076'0.2 MILE NORTH ALONG FOURTH STREET FROM THE PUBLIC SCHOOL AT CORINNE,
 MS0076'THENCE 11.0 MILES WEST ALONG STATE HIGHWAY 83.  ON THE SLOPE OF THE
 MS0076'EAST BANK OF A WIDE GRASSY FLAT, 173.4 FEET SOUTHEAST OF THE SOUTHEAST
 MS0076'END OF THE SOUTHEAST WING WALL OF A WOODEN BRIDGE, 44.2 FEET SOUTH OF
 MS0076'THE CENTER LINE OF THE HIGHWAY, 1.2 FEET NORTH OF A FENCE, 1.7 FEET
 MS0076'WEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET
 MS0076'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0077 ***********************************************************************
 MS0077  DESIGNATION -  C 94 RESET
 MS0077  PID         -  MS0077
 MS0077  STATE/COUNTY-  UT/BOX ELDER
 MS0077  COUNTRY     -  US
 MS0077  USGS QUAD   -  PUBLIC SHOOTING GROUNDS (2017)
 MS0077
 MS0077                         *CURRENT SURVEY CONTROL
 MS0077  ______________________________________________________________________
 MS0077* NAD 83(1986) POSITION- 41 36 08.6    (N) 112 18 38.2    (W)   HD_HELD2
 MS0077* NAVD 88 ORTHO HEIGHT -  1291.094 (meters)     4235.86  (feet) ADJUSTED
 MS0077  ______________________________________________________________________
 MS0077  GEOID HEIGHT    -        -16.058 (meters)                     GEOID18
 MS0077  DYNAMIC HEIGHT  -       1290.191 (meters)     4232.90  (feet) COMP
 MS0077  MODELED GRAVITY -    979,878.9   (mgal)                       NAVD 88
 MS0077
 MS0077  VERT ORDER      -  FIRST     CLASS II
 MS0077
 MS0077.The horizontal coordinates were established by autonomous hand held GPS
 MS0077.observations and have an estimated accuracy of +/- 10 meters.
 MS0077
 MS0077.The orthometric height was determined by differential leveling and
 MS0077.adjusted by the NATIONAL GEODETIC SURVEY
 MS0077.in June 1991.
 MS0077
 MS0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0077.GEOID18 height accuracy estimate available here.
 MS0077
 MS0077.Click photographs - Photos may exist for this station.
 MS0077
 MS0077.The dynamic height is computed by dividing the NAVD 88
 MS0077.geopotential number by the normal gravity value computed on the
 MS0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0077.degrees latitude (g = 980.6199 gals.).
 MS0077
 MS0077.The modeled gravity was interpolated from observed gravity values.
 MS0077
 MS0077;                    North         East    Units  Estimated Accuracy
 MS0077;SPC UT N     - 1,141,246.      432,426.      MT  (+/- 10 meters HH2 GPS)
 MS0077
 MS0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9078406460(NAD 83)
 MS0077
 MS0077                          SUPERSEDED SURVEY CONTROL
 MS0077
 MS0077.No superseded survey control is available for this station.
 MS0077
 MS0077_MARKER: DB = BENCH MARK DISK
 MS0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0077_STAMPING: C 94 RESET 1961
 MS0077_MARK LOGO: CGS
 MS0077_PROJECTION: PROJECTING 10 CENTIMETERS
 MS0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0077+STABILITY: SURFACE MOTION
 MS0077
 MS0077  HISTORY     - Date     Condition        Report By
 MS0077  HISTORY     - 1961     MONUMENTED       UTDH
 MS0077  HISTORY     - 1984     GOOD             NGS
 MS0077
 MS0077                          STATION DESCRIPTION
 MS0077
 MS0077'DESCRIBED BY UTAH STATE DEPARTMENT OF HIGHWAYS 1961
 MS0077'11.2 MI NW FROM CORINNE.
 MS0077'THIS MARK IS LOCATED 0.2 MILE ALONG FOURTH STREET FROM THE PUBLIC
 MS0077'SCHOOL AT CORINNE, THENCE 11.0 MILES WEST ALONG STATE HIGHWAY 83.  ON
 MS0077'THE SLOPE OF THE EAST BANK OF A WIDE GRASSY FLAT, 226.4 FEET SOUTHEAST
 MS0077'OF THE SOUTHEAST END OF THE SOUTHEAST WING WALL OF A WOODEN BRIDGE,
 MS0077'124.0 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.0 FEET NORTH OF A
 MS0077'FENCE, 1.7 FEET WEST OF A WITNESS POST, ABOUT 0.6 FOOT HIGHER THAN THE
 MS0077'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 MS0077'ABOVE THE GROUND.
 MS0077
 MS0077                          STATION RECOVERY (1984)
 MS0077
 MS0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0077'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.54 KM
 MS0077'(6.55 MI) NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE IN
 MS0077'BRIGHAM CITY, THENCE 17.68 KM (10.99 MI) NORTHWEST ALONG STATE HIGHWAY
 MS0077'83, ON THE WEST SLOPE OF A LOW GRASSY HILL, 38.1 KM (125 FT) SOUTHWEST
 MS0077'OF THE HIGHWAY CENTERLINE, 78.3 METERS (257 FT) SOUTHEAST OF THE
 MS0077'SOUTHWEST END OF A 72-INCH CORRUGATED METAL PIPE CULVERT, 20.1 METERS
 MS0077'(66 FT) NORTHWEST AND DOWNHILL FROM THE NORTH POLE OF A DOUBLE POWER
 MS0077'POLE STRUCTURE AND 0.3 METER (1 FT) NORTHEAST OF THE RIGHT OF WAY
 MS0077'FENCE.
 MS0077'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 MS0077'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0206 ***********************************************************************
 MS0206  DESIGNATION -  C 95
 MS0206  PID         -  MS0206
 MS0206  STATE/COUNTY-  UT/BOX ELDER
 MS0206  COUNTRY     -  US
 MS0206  USGS QUAD   -  MONUMENT POINT (2017)
 MS0206
 MS0206                         *CURRENT SURVEY CONTROL
 MS0206  ______________________________________________________________________
 MS0206* NAD 83(1986) POSITION- 41 42 50.     (N) 112 45 17.     (W)   SCALED
 MS0206* NAVD 88 ORTHO HEIGHT -  1286.806 (meters)     4221.80  (feet) ADJUSTED
 MS0206  ______________________________________________________________________
 MS0206  GEOID HEIGHT    -        -15.651 (meters)                     GEOID18
 MS0206  DYNAMIC HEIGHT  -       1285.951 (meters)     4218.99  (feet) COMP
 MS0206  MODELED GRAVITY -    979,913.9   (mgal)                       NAVD 88
 MS0206
 MS0206  VERT ORDER      -  FIRST     CLASS II
 MS0206
 MS0206.The horizontal coordinates were scaled from a map and have
 MS0206.an estimated accuracy of +/- 6 seconds.
 MS0206
 MS0206.The orthometric height was determined by differential leveling and
 MS0206.adjusted by the NATIONAL GEODETIC SURVEY
 MS0206.in June 1991.
 MS0206
 MS0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0206.GEOID18 height accuracy estimate available here.
 MS0206
 MS0206.Click photographs - Photos may exist for this station.
 MS0206
 MS0206.The dynamic height is computed by dividing the NAVD 88
 MS0206.geopotential number by the normal gravity value computed on the
 MS0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0206.degrees latitude (g = 980.6199 gals.).
 MS0206
 MS0206.The modeled gravity was interpolated from observed gravity values.
 MS0206
 MS0206;                    North         East    Units  Estimated Accuracy
 MS0206;SPC UT N     - 1,154,070.      395,590.      MT  (+/- 180 meters Scaled)
 MS0206
 MS0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM540194(NAD 83)
 MS0206
 MS0206                          SUPERSEDED SURVEY CONTROL
 MS0206
 MS0206  NGVD 29 (??/??/92) 1285.807  (m)         4218.52   (f) ADJ UNCH    1 2
 MS0206
 MS0206.Superseded values are not recommended for survey control.
 MS0206
 MS0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0206.See file dsdata.pdf to determine how the superseded data were derived.
 MS0206
 MS0206_MARKER: DB = BENCH MARK DISK
 MS0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0206_STAMPING: C 95 1953
 MS0206_MARK LOGO: CGS
 MS0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0206+STABILITY: SURFACE MOTION
 MS0206
 MS0206  HISTORY     - Date     Condition        Report By
 MS0206  HISTORY     - 1953     MONUMENTED       CGS
 MS0206
 MS0206                          STATION DESCRIPTION
 MS0206
 MS0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0206'10.5 MI SE FROM LOCOMOTIVE SPRINGS.
 MS0206'1.4 MILES NORTHEAST ALONG A DIRT ROAD FROM THE NORTHWEST SPRING OF
 MS0206'LOCOMOTIVE SPRINGS, THENCE 9.1 MILES SOUTHEAST ALONG A GRAVELED ROAD
 MS0206'ON THE ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED.  0.35 MILE
 MS0206'(14-3/4 POLES) EAST OF MILEPOLE 753, 358 FEET WEST OF THE SOUTHWEST
 MS0206'CORNER OF A SMALL WOODEN BRIDGE, ON THE NORTHEAST END OF A LOW RIDGE
 MS0206'BETWEEN TWO SALT FLATS, 93 1/2 FEET SOUTHWEST OF AND ACROSS THE ROAD
 MS0206'FROM A TELEPHONE POLE MARKED BY THE WHITE PAINTED LETTERS BM, 45 FEET
 MS0206'SOUTH OF THE CENTER LINE OF THE ROAD, 1.3 FEET NORTH OF A WITNESS
 MS0206'POST, ABOUT 3 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 MS0206'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0298 ***********************************************************************
 MS0298  DESIGNATION -  C 96
 MS0298  PID         -  MS0298
 MS0298  STATE/COUNTY-  UT/BOX ELDER
 MS0298  COUNTRY     -  US
 MS0298  USGS QUAD   -  RED DOME (2017)
 MS0298
 MS0298                         *CURRENT SURVEY CONTROL
 MS0298  ______________________________________________________________________
 MS0298* NAD 83(1986) POSITION- 41 31 43.     (N) 113 25 43.     (W)   SCALED
 MS0298* NAVD 88 ORTHO HEIGHT -  1435.403 (meters)     4709.32  (feet) ADJUSTED
 MS0298  ______________________________________________________________________
 MS0298  GEOID HEIGHT    -        -16.202 (meters)                     GEOID18
 MS0298  DYNAMIC HEIGHT  -       1434.403 (meters)     4706.04  (feet) COMP
 MS0298  MODELED GRAVITY -    979,876.0   (mgal)                       NAVD 88
 MS0298
 MS0298  VERT ORDER      -  FIRST     CLASS II
 MS0298
 MS0298.The horizontal coordinates were scaled from a map and have
 MS0298.an estimated accuracy of +/- 6 seconds.
 MS0298
 MS0298.The orthometric height was determined by differential leveling and
 MS0298.adjusted by the NATIONAL GEODETIC SURVEY
 MS0298.in June 1991.
 MS0298
 MS0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0298.GEOID18 height accuracy estimate available here.
 MS0298
 MS0298.Click photographs - Photos may exist for this station.
 MS0298
 MS0298.The dynamic height is computed by dividing the NAVD 88
 MS0298.geopotential number by the normal gravity value computed on the
 MS0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0298.degrees latitude (g = 980.6199 gals.).
 MS0298
 MS0298.The modeled gravity was interpolated from observed gravity values.
 MS0298
 MS0298;                    North         East    Units  Estimated Accuracy
 MS0298;SPC UT N     - 1,134,520.      339,060.      MT  (+/- 180 meters Scaled)
 MS0298
 MS0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM973002(NAD 83)
 MS0298
 MS0298                          SUPERSEDED SURVEY CONTROL
 MS0298
 MS0298  NGVD 29 (??/??/92) 1434.364  (m)         4705.91   (f) ADJ UNCH    1 2
 MS0298
 MS0298.Superseded values are not recommended for survey control.
 MS0298
 MS0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0298.See file dsdata.pdf to determine how the superseded data were derived.
 MS0298
 MS0298_MARKER: DB = BENCH MARK DISK
 MS0298_SETTING: 66 = SET IN ROCK OUTCROP
 MS0298_STAMPING: C 96 1953
 MS0298_MARK LOGO: CGS
 MS0298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0298+STABILITY: POSITION/ELEVATION WELL
 MS0298
 MS0298  HISTORY     - Date     Condition        Report By
 MS0298  HISTORY     - 1953     MONUMENTED       CGS
 MS0298
 MS0298                          STATION DESCRIPTION
 MS0298
 MS0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0298'8.7 MI NE FROM WATERCRESS.
 MS0298'8.7 MILES NORTHEAST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0298'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0298'WATERCRESS, 0.2 MILE (8-1/4 POLES) NORTHEAST OF MILEPOLE 708, 141 FEET
 MS0298'NORTH OF TELEPHONE POLE 39B, IN THE TOP OF THE APPROXIMATE CENTER OF A
 MS0298'10- BY 40-FOOT OUTCROP MARKED BY THE WHITE PAINTED LETTERS BM, 117
 MS0298'FEET WEST OF THE CENTER LINE OF THE ROAD, 34 FEET NORTHWEST OF A
 MS0298'TELEPHONE POLE MARKED BY THE WHITE PAINTED LETTERS BM, ABOUT 1/2 FOOT
 MS0298'ABOVE THE GROUND, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0365 ***********************************************************************
 MS0365  DESIGNATION -  C 97
 MS0365  PID         -  MS0365
 MS0365  STATE/COUNTY-  UT/BOX ELDER
 MS0365  COUNTRY     -  US
 MS0365  USGS QUAD   -  LUCIN (2017)
 MS0365
 MS0365                         *CURRENT SURVEY CONTROL
 MS0365  ______________________________________________________________________
 MS0365* NAD 83(1986) POSITION- 41 21 52.     (N) 113 57 06.     (W)   SCALED
 MS0365* NAVD 88 ORTHO HEIGHT -  1391.371 (meters)     4564.86  (feet) ADJUSTED
 MS0365  ______________________________________________________________________
 MS0365  GEOID HEIGHT    -        -16.689 (meters)                     GEOID18
 MS0365  DYNAMIC HEIGHT  -       1390.367 (meters)     4561.56  (feet) COMP
 MS0365  MODELED GRAVITY -    979,854.0   (mgal)                       NAVD 88
 MS0365
 MS0365  VERT ORDER      -  FIRST     CLASS II
 MS0365
 MS0365.The horizontal coordinates were scaled from a map and have
 MS0365.an estimated accuracy of +/- 6 seconds.
 MS0365
 MS0365.The orthometric height was determined by differential leveling and
 MS0365.adjusted by the NATIONAL GEODETIC SURVEY
 MS0365.in June 1991.
 MS0365
 MS0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0365.GEOID18 height accuracy estimate available here.
 MS0365
 MS0365.Click photographs - Photos may exist for this station.
 MS0365
 MS0365.The dynamic height is computed by dividing the NAVD 88
 MS0365.geopotential number by the normal gravity value computed on the
 MS0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0365.degrees latitude (g = 980.6199 gals.).
 MS0365
 MS0365.The modeled gravity was interpolated from observed gravity values.
 MS0365
 MS0365;                    North         East    Units  Estimated Accuracy
 MS0365;SPC UT N     - 1,117,400.      294,910.      MT  (+/- 180 meters Scaled)
 MS0365
 MS0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL531834(NAD 83)
 MS0365
 MS0365                          SUPERSEDED SURVEY CONTROL
 MS0365
 MS0365  NGVD 29 (??/??/92) 1390.342  (m)         4561.48   (f) ADJ UNCH    1 2
 MS0365
 MS0365.Superseded values are not recommended for survey control.
 MS0365
 MS0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0365.See file dsdata.pdf to determine how the superseded data were derived.
 MS0365
 MS0365_MARKER: DB = BENCH MARK DISK
 MS0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0365_STAMPING: C 97 1953
 MS0365_MARK LOGO: CGS
 MS0365_PROJECTION: PROJECTING 5 CENTIMETERS
 MS0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0365+STABILITY: SURFACE MOTION
 MS0365
 MS0365  HISTORY     - Date     Condition        Report By
 MS0365  HISTORY     - 1953     MONUMENTED       CGS
 MS0365  HISTORY     - 1984     GOOD             NGS
 MS0365
 MS0365                          STATION DESCRIPTION
 MS0365
 MS0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0365'2.8 MI NW FROM LUCIN.
 MS0365'2.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 MS0365'EAST-BOUND TRACK, 17 RAILS SOUTHEAST OF A 36-INCH CAST IRON PIPE
 MS0365'CULVERT, 278 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM MILEPOLE 677,
 MS0365'196.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2.4 FEET NORTHEAST OF A
 MS0365'FENCE, 1 FOOT NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 MS0365'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 MS0365'THE GROUND.
 MS0365
 MS0365                          STATION RECOVERY (1984)
 MS0365
 MS0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0365'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  24.59 KM
 MS0365'(15.28 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE POST
 MS0365'OFFICE AT MONTELLO NV, ALONG THE SOUTHWEST RIGHT OF WAY FENCE, NEAR
 MS0365'MILEPOLE 677, 59.8 METERS (196.5 FT) SOUTHWEST OF THE SOUTHWEST RAIL,
 MS0365'84.7 METERS (278 FT) SOUTHWEST ACROSS THE TRACKS FROM MILEPOLE 677 AND
 MS0365'0.7 METER (2.4 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 MS0365'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 MS0365'THE MARK IS 0.3 M ABOVE THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AE4643 ***********************************************************************
 AE4643  DESIGNATION -  C1 1
 AE4643  PID         -  AE4643
 AE4643  STATE/COUNTY-  UT/SALT LAKE
 AE4643  COUNTRY     -  US
 AE4643  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 AE4643
 AE4643                         *CURRENT SURVEY CONTROL
 AE4643  ______________________________________________________________________
 AE4643* NAD 83(1986) POSITION- 40 45 39.     (N) 111 54 02.     (W)   SCALED
 AE4643* NAVD 88 ORTHO HEIGHT -  1293.217 (meters)     4242.83  (feet) ADJUSTED
 AE4643  ______________________________________________________________________
 AE4643  GEOID HEIGHT    -        -16.876 (meters)                     GEOID18
 AE4643  DYNAMIC HEIGHT  -       1292.187 (meters)     4239.45  (feet) COMP
 AE4643  MODELED GRAVITY -    979,783.9   (mgal)                       NAVD 88
 AE4643
 AE4643  VERT ORDER      -  FIRST     CLASS II
 AE4643
 AE4643.The horizontal coordinates were scaled from a map and have
 AE4643.an estimated accuracy of +/- 6 seconds.
 AE4643
 AE4643.The orthometric height was determined by differential leveling and
 AE4643.adjusted by the NATIONAL GEODETIC SURVEY
 AE4643.in July 2002.
 AE4643
 AE4643.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4643.GEOID18 height accuracy estimate available here.
 AE4643
 AE4643.Click photographs - Photos may exist for this station.
 AE4643
 AE4643.The dynamic height is computed by dividing the NAVD 88
 AE4643.geopotential number by the normal gravity value computed on the
 AE4643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4643.degrees latitude (g = 980.6199 gals.).
 AE4643
 AE4643.The modeled gravity was interpolated from observed gravity values.
 AE4643
 AE4643;                    North         East    Units  Estimated Accuracy
 AE4643;SPC UT C     - 2,269,590.      466,180.      MT  (+/- 180 meters Scaled)
 AE4643
 AE4643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL239125(NAD 83)
 AE4643
 AE4643                          SUPERSEDED SURVEY CONTROL
 AE4643
 AE4643.No superseded survey control is available for this station.
 AE4643
 AE4643_MARKER: DD = SURVEY DISK
 AE4643_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE4643_SP_SET: BRIDGE RAIL
 AE4643_STAMPING: B.M. C1-1 1981
 AE4643_MARK LOGO: UT-035
 AE4643_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE4643_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4643+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1997
 AE4643
 AE4643  HISTORY     - Date     Condition        Report By
 AE4643  HISTORY     - 1981     MONUMENTED       SLCPS
 AE4643  HISTORY     - 19970922 GOOD             NGS
 AE4643
 AE4643                          STATION DESCRIPTION
 AE4643
 AE4643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4643'IN SALT LAKE CITY, AT THE INTERSECTION OF 300 WEST AND 400 SOUTH
 AE4643'STREETS, NEAR THE EAST END OF THE NORTH CONCRETE BRIDGE RAIL OF THE
 AE4643'SOUTH STREET OVERPASS OF THE UNION PACIFIC RAILROAD, 31.1 M (102.0 FT)
 AE4643'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF WEST STREET, 7.8 M
 AE4643'(25.6 FT) NORTH OF THE CENTERLINE OF SOUTH STREET, 1.7 M (5.6 FT) WEST
 AE4643'OF THE EAST END OF THE BRIDGE RAIL, AND 0.7 M (2.3 FT) ABOVE THE LEVEL
 AE4643'OF SOUTH STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AE4646 ***********************************************************************
 AE4646  DESIGNATION -  C1 7
 AE4646  PID         -  AE4646
 AE4646  STATE/COUNTY-  UT/SALT LAKE
 AE4646  COUNTRY     -  US
 AE4646  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 AE4646
 AE4646                         *CURRENT SURVEY CONTROL
 AE4646  ______________________________________________________________________
 AE4646* NAD 83(1986) POSITION- 40 43 30.8    (N) 111 54 32.3    (W)   HD_HELD2
 AE4646* NAVD 88 ORTHO HEIGHT -  1289.987 (meters)     4232.23  (feet) ADJUSTED
 AE4646  ______________________________________________________________________
 AE4646  GEOID HEIGHT    -        -16.996 (meters)                     GEOID18
 AE4646  DYNAMIC HEIGHT  -       1288.956 (meters)     4228.85  (feet) COMP
 AE4646  MODELED GRAVITY -    979,780.9   (mgal)                       NAVD 88
 AE4646
 AE4646  VERT ORDER      -  FIRST     CLASS II
 AE4646
 AE4646.The horizontal coordinates were established by autonomous hand held GPS
 AE4646.observations and have an estimated accuracy of +/- 10 meters.
 AE4646
 AE4646.The orthometric height was determined by differential leveling and
 AE4646.adjusted by the NATIONAL GEODETIC SURVEY
 AE4646.in July 2002.
 AE4646
 AE4646.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4646.GEOID18 height accuracy estimate available here.
 AE4646
 AE4646.Click photographs - Photos may exist for this station.
 AE4646
 AE4646.The dynamic height is computed by dividing the NAVD 88
 AE4646.geopotential number by the normal gravity value computed on the
 AE4646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4646.degrees latitude (g = 980.6199 gals.).
 AE4646
 AE4646.The modeled gravity was interpolated from observed gravity values.
 AE4646
 AE4646;                    North         East    Units  Estimated Accuracy
 AE4646;SPC UT C     - 2,265,636.      465,448.      MT  (+/- 10 meters HH2 GPS)
 AE4646
 AE4646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2323608652(NAD 83)
 AE4646
 AE4646                          SUPERSEDED SURVEY CONTROL
 AE4646
 AE4646.No superseded survey control is available for this station.
 AE4646
 AE4646_MARKER: DD = SURVEY DISK
 AE4646_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE4646_SP_SET: CULVERT HEADWALL
 AE4646_STAMPING: BM C1-7 1981
 AE4646_MARK LOGO: UT-035
 AE4646_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4646+STABILITY: SURFACE MOTION
 AE4646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4646+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1997
 AE4646
 AE4646  HISTORY     - Date     Condition        Report By
 AE4646  HISTORY     - 1981     MONUMENTED       SLCPS
 AE4646  HISTORY     - 19970922 GOOD             NGS
 AE4646
 AE4646                          STATION DESCRIPTION
 AE4646
 AE4646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4646'IN SOUTH SALT LAKE CITY, AT THE INTERSECTION OF 2100 SOUTH STREET AND
 AE4646'THE UNION PACIFIC RAILROAD, IN TOP OF AND 0.4 M (1.3 FT) SOUTH OF THE
 AE4646'NORTH END OF THE CONCRETE HEADWALL OF A CULVERT UNDER THE TRACK, 48.3
 AE4646'M (158.5 FT) SOUTH OF THE STREET CENTER, 6.1 M (20.0 FT) NORTHEAST OF
 AE4646'THE CENTER OF A MANHOLE COVER, 6.0 M (19.7 FT) WEST OF THE NEAR RAIL,
 AE4646'AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AE4642 ***********************************************************************
 AE4642  DESIGNATION -  C29 1
 AE4642  PID         -  AE4642
 AE4642  STATE/COUNTY-  UT/SALT LAKE
 AE4642  COUNTRY     -  US
 AE4642  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 AE4642
 AE4642                         *CURRENT SURVEY CONTROL
 AE4642  ______________________________________________________________________
 AE4642* NAD 83(1986) POSITION- 40 46 32.94   (N) 111 53 16.74   (W)   HD_HELD1
 AE4642* NAVD 88 ORTHO HEIGHT -  1373.172 (meters)     4505.15  (feet) ADJUSTED
 AE4642  ______________________________________________________________________
 AE4642  GEOID HEIGHT    -        -16.754 (meters)                     GEOID18
 AE4642  DYNAMIC HEIGHT  -       1372.092 (meters)     4501.61  (feet) COMP
 AE4642  MODELED GRAVITY -    979,790.0   (mgal)                       NAVD 88
 AE4642
 AE4642  VERT ORDER      -  FIRST     CLASS II
 AE4642
 AE4642.The horizontal coordinates were determined by differentially corrected
 AE4642.hand held GPS observations or other comparable positioning techniques
 AE4642.and have an estimated accuracy of +/- 3 meters.
 AE4642
 AE4642.The orthometric height was determined by differential leveling and
 AE4642.adjusted by the NATIONAL GEODETIC SURVEY
 AE4642.in July 2002.
 AE4642
 AE4642.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4642.GEOID18 height accuracy estimate available here.
 AE4642
 AE4642.Click photographs - Photos may exist for this station.
 AE4642
 AE4642.The dynamic height is computed by dividing the NAVD 88
 AE4642.geopotential number by the normal gravity value computed on the
 AE4642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4642.degrees latitude (g = 980.6199 gals.).
 AE4642
 AE4642.The modeled gravity was interpolated from observed gravity values.
 AE4642
 AE4642;                    North         East    Units  Estimated Accuracy
 AE4642;SPC UT C     - 2,271,246.6     467,245.6     MT  (+/- 3 meters HH1 GPS) 
 AE4642
 AE4642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2506614250(NAD 83)
 AE4642
 AE4642                          SUPERSEDED SURVEY CONTROL
 AE4642
 AE4642.No superseded survey control is available for this station.
 AE4642
 AE4642_MARKER: DD = SURVEY DISK
 AE4642_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE4642_SP_SET: HEADWALL
 AE4642_STAMPING: C29-1 3-86
 AE4642_MARK LOGO: UT-035
 AE4642_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4642+STABILITY: SURFACE MOTION
 AE4642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4642+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1997
 AE4642
 AE4642  HISTORY     - Date     Condition        Report By
 AE4642  HISTORY     - 1986     MONUMENTED       SLCPS
 AE4642  HISTORY     - 19970913 GOOD             NGS
 AE4642  HISTORY     - 19970916 GOOD             NGS
 AE4642
 AE4642                          STATION DESCRIPTION
 AE4642
 AE4642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4642'IN SALT LAKE CITY, AT THE INTERSECTION OF STATE AND 300 NORTH STREETS,
 AE4642'NEAR THE EAST END OF A CONCRETE STORM DRAIN, 21.2 M (69.6 FT) EAST OF
 AE4642'THE CENTER OF STATE STREET, 11.8 M (38.7 FT) SOUTH OF THE CENTER OF
 AE4642'NORTH STREET, 0.3 M (1.0 FT) BELOW THE LEVEL OF NORTH STREET, AND
 AE4642'FLUSH WITH THE GROUND SURFACE.
 AE4642
 AE4642                          STATION RECOVERY (1997)
 AE4642
 AE4642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4642'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AE4641 ***********************************************************************
 AE4641  DESIGNATION -  C4 56
 AE4641  PID         -  AE4641
 AE4641  STATE/COUNTY-  UT/SALT LAKE
 AE4641  COUNTRY     -  US
 AE4641  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 AE4641
 AE4641                         *CURRENT SURVEY CONTROL
 AE4641  ______________________________________________________________________
 AE4641* NAD 83(1986) POSITION- 40 46 48.02   (N) 111 53 21.50   (W)   HD_HELD1
 AE4641* NAVD 88 ORTHO HEIGHT -  1379.506 (meters)     4525.93  (feet) ADJUSTED
 AE4641  ______________________________________________________________________
 AE4641  GEOID HEIGHT    -        -16.743 (meters)                     GEOID18
 AE4641  DYNAMIC HEIGHT  -       1378.423 (meters)     4522.38  (feet) COMP
 AE4641  MODELED GRAVITY -    979,791.2   (mgal)                       NAVD 88
 AE4641
 AE4641  VERT ORDER      -  FIRST     CLASS II
 AE4641
 AE4641.The horizontal coordinates were determined by differentially corrected
 AE4641.hand held GPS observations or other comparable positioning techniques
 AE4641.and have an estimated accuracy of +/- 3 meters.
 AE4641
 AE4641.The orthometric height was determined by differential leveling and
 AE4641.adjusted by the NATIONAL GEODETIC SURVEY
 AE4641.in July 2002.
 AE4641
 AE4641.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4641.GEOID18 height accuracy estimate available here.
 AE4641
 AE4641.Click photographs - Photos may exist for this station.
 AE4641
 AE4641.The dynamic height is computed by dividing the NAVD 88
 AE4641.geopotential number by the normal gravity value computed on the
 AE4641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4641.degrees latitude (g = 980.6199 gals.).
 AE4641
 AE4641.The modeled gravity was interpolated from observed gravity values.
 AE4641
 AE4641;                    North         East    Units  Estimated Accuracy
 AE4641;SPC UT C     - 2,271,712.3     467,136.0     MT  (+/- 3 meters HH1 GPS) 
 AE4641
 AE4641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2495914716(NAD 83)
 AE4641
 AE4641                          SUPERSEDED SURVEY CONTROL
 AE4641
 AE4641.No superseded survey control is available for this station.
 AE4641
 AE4641_MARKER: DD = SURVEY DISK
 AE4641_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE4641_SP_SET: FIRE HYDRANT FOOTING
 AE4641_STAMPING: B.M. C4-56 7-1984
 AE4641_MARK LOGO: UT-035
 AE4641_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4641+STABILITY: SURFACE MOTION
 AE4641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4641+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1997
 AE4641
 AE4641  HISTORY     - Date     Condition        Report By
 AE4641  HISTORY     - 1984     MONUMENTED       SLCPS
 AE4641  HISTORY     - 19970913 GOOD             NGS
 AE4641  HISTORY     - 19970916 GOOD             NGS
 AE4641
 AE4641                          STATION DESCRIPTION
 AE4641
 AE4641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4641'IN SALT LAKE CITY, AT THE INTERSECTION OF 500 NORTH AND COLUMBUS
 AE4641'STREETS, NEAR THE NORTHEAST CORNER OF A CONCRETE FOOTING FOR A FIRE
 AE4641'HYDRANT, 57.1 M (187.3 FT) EAST OF THE CENTERLINE OF COLUMBUS STREET,
 AE4641'12.0 M (39.4 FT) SOUTH OF THE SOUTHEAST CORNER OF A HOUSE AT 17 NORTH
 AE4641'STREET, 11.1 M (36.4 FT) NORTH OF THE CENTERLINE OF NORTH STREET, 0.6
 AE4641'M (2.0 FT) NORTHEAST OF THE FIRE HYDRANT, 0.3 M (1.0 FT) ABOVE THE
 AE4641'LEVEL OF NORTH STREET, AND FLUSH WITH THE GROUND SURFACE.
 AE4641
 AE4641                          STATION RECOVERY (1997)
 AE4641
 AE4641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4641'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AE4739 ***********************************************************************
 AE4739  DESIGNATION -  C7 1
 AE4739  PID         -  AE4739
 AE4739  STATE/COUNTY-  UT/SALT LAKE
 AE4739  COUNTRY     -  US
 AE4739  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 AE4739
 AE4739                         *CURRENT SURVEY CONTROL
 AE4739  ______________________________________________________________________
 AE4739* NAD 83(1986) POSITION- 40 46 09.     (N) 111 52 57.     (W)   SCALED
 AE4739* NAVD 88 ORTHO HEIGHT -  1329.179 (meters)     4360.81  (feet) ADJUSTED
 AE4739  ______________________________________________________________________
 AE4739  GEOID HEIGHT    -        -16.749 (meters)                     GEOID18
 AE4739  DYNAMIC HEIGHT  -       1328.125 (meters)     4357.36  (feet) COMP
 AE4739  MODELED GRAVITY -    979,786.2   (mgal)                       NAVD 88
 AE4739
 AE4739  VERT ORDER      -  FIRST     CLASS II
 AE4739
 AE4739.The horizontal coordinates were scaled from a map and have
 AE4739.an estimated accuracy of +/- 6 seconds.
 AE4739
 AE4739.The orthometric height was determined by differential leveling and
 AE4739.adjusted by the NATIONAL GEODETIC SURVEY
 AE4739.in July 2002.
 AE4739
 AE4739.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4739.GEOID18 height accuracy estimate available here.
 AE4739
 AE4739.Click photographs - Photos may exist for this station.
 AE4739
 AE4739.The dynamic height is computed by dividing the NAVD 88
 AE4739.geopotential number by the normal gravity value computed on the
 AE4739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4739.degrees latitude (g = 980.6199 gals.).
 AE4739
 AE4739.The modeled gravity was interpolated from observed gravity values.
 AE4739
 AE4739;                    North         East    Units  Estimated Accuracy
 AE4739;SPC UT C     - 2,270,510.      467,710.      MT  (+/- 180 meters Scaled)
 AE4739
 AE4739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL255135(NAD 83)
 AE4739
 AE4739                          SUPERSEDED SURVEY CONTROL
 AE4739
 AE4739.No superseded survey control is available for this station.
 AE4739
 AE4739_MARKER: DD = SURVEY DISK
 AE4739_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE4739_SP_SET: CLEAN OUT BOX
 AE4739_STAMPING: C7-1 4-1985
 AE4739_MARK LOGO: UT-035
 AE4739_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4739+STABILITY: SURFACE MOTION
 AE4739_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4739+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1997
 AE4739
 AE4739  HISTORY     - Date     Condition        Report By
 AE4739  HISTORY     - 1985     MONUMENTED       SLCPS
 AE4739  HISTORY     - 19970916 GOOD             NGS
 AE4739
 AE4739                          STATION DESCRIPTION
 AE4739
 AE4739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4739'IN SALT LAKE CITY, AT THE INTERSECTION OF SOUTH TEMPLE AND 300 EAST
 AE4739'STREETS, NEAR THE NORTHWEST CORNER OF A CONCRETE CLEAN OUT BOX, 13.1 M
 AE4739'(43.0 FT) SOUTH OF THE CENTER OF THE EASTBOUND LANES OF TEMPLE STREET,
 AE4739'10.8 M (35.4 FT) EAST OF THE CENTER OF EAST STREET, 3.4 M (11.2 FT)
 AE4739'SOUTH OF UTILITY LIGHT POLE NUMBER 35 WITH A GUY CABLE, 0.2 M (0.7 FT)
 AE4739'ABOVE THE LEVEL OF EAST STREET, AND FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AE4740 ***********************************************************************
 AE4740  DESIGNATION -  C7 2
 AE4740  PID         -  AE4740
 AE4740  STATE/COUNTY-  UT/SALT LAKE
 AE4740  COUNTRY     -  US
 AE4740  USGS QUAD   -  FORT DOUGLAS (2017)
 AE4740
 AE4740                         *CURRENT SURVEY CONTROL
 AE4740  ______________________________________________________________________
 AE4740* NAD 83(1986) POSITION- 40 46 09.     (N) 111 52 28.     (W)   SCALED
 AE4740* NAVD 88 ORTHO HEIGHT -  1338.286 (meters)     4390.69  (feet) ADJUSTED
 AE4740  ______________________________________________________________________
 AE4740  GEOID HEIGHT    -        -16.703 (meters)                     GEOID18
 AE4740  DYNAMIC HEIGHT  -       1337.225 (meters)     4387.21  (feet) COMP
 AE4740  MODELED GRAVITY -    979,785.7   (mgal)                       NAVD 88
 AE4740
 AE4740  VERT ORDER      -  FIRST     CLASS II
 AE4740
 AE4740.The horizontal coordinates were scaled from a map and have
 AE4740.an estimated accuracy of +/- 6 seconds.
 AE4740
 AE4740.The orthometric height was determined by differential leveling and
 AE4740.adjusted by the NATIONAL GEODETIC SURVEY
 AE4740.in July 2002.
 AE4740
 AE4740.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4740.GEOID18 height accuracy estimate available here.
 AE4740
 AE4740.Click photographs - Photos may exist for this station.
 AE4740
 AE4740.The dynamic height is computed by dividing the NAVD 88
 AE4740.geopotential number by the normal gravity value computed on the
 AE4740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4740.degrees latitude (g = 980.6199 gals.).
 AE4740
 AE4740.The modeled gravity was interpolated from observed gravity values.
 AE4740
 AE4740;                    North         East    Units  Estimated Accuracy
 AE4740;SPC UT C     - 2,270,500.      468,390.      MT  (+/- 180 meters Scaled)
 AE4740
 AE4740_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL262135(NAD 83)
 AE4740
 AE4740                          SUPERSEDED SURVEY CONTROL
 AE4740
 AE4740.No superseded survey control is available for this station.
 AE4740
 AE4740_MARKER: DD = SURVEY DISK
 AE4740_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE4740_SP_SET: MANHOLE
 AE4740_STAMPING: C7-2 4-1985
 AE4740_MARK LOGO: UT-035
 AE4740_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4740+STABILITY: SURFACE MOTION
 AE4740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4740+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1997
 AE4740
 AE4740  HISTORY     - Date     Condition        Report By
 AE4740  HISTORY     - 1985     MONUMENTED       SLCPS
 AE4740  HISTORY     - 19970916 GOOD             NGS
 AE4740
 AE4740                          STATION DESCRIPTION
 AE4740
 AE4740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4740'IN SALT LAKE CITY, AT THE INTERSECTION OF SOUTH TEMPLE AND 600 EAST
 AE4740'STREETS, NEAR THE NORTHWEST CORNER OF A CONCRETE MANHOLE, 10.1 M (33.1
 AE4740'FT) WEST OF THE CENTER OF THE SOUTHBOUND LANE OF EAST STREET, 5.6 M
 AE4740'(18.4 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND
 AE4740'LANES OF TEMPLE STREET, 0.9 M (3.0 FT) NORTHWEST OF THE CENTER OF THE
 AE4740'MANHOLE COVER, AND FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AE4741 ***********************************************************************
 AE4741  DESIGNATION -  C7 3
 AE4741  PID         -  AE4741
 AE4741  STATE/COUNTY-  UT/SALT LAKE
 AE4741  COUNTRY     -  US
 AE4741  USGS QUAD   -  FORT DOUGLAS (2017)
 AE4741
 AE4741                         *CURRENT SURVEY CONTROL
 AE4741  ______________________________________________________________________
 AE4741* NAD 83(1986) POSITION- 40 46 10.     (N) 111 51 56.     (W)   SCALED
 AE4741* NAVD 88 ORTHO HEIGHT -  1354.923 (meters)     4445.28  (feet) ADJUSTED
 AE4741  ______________________________________________________________________
 AE4741  GEOID HEIGHT    -        -16.648 (meters)                     GEOID18
 AE4741  DYNAMIC HEIGHT  -       1353.848 (meters)     4441.75  (feet) COMP
 AE4741  MODELED GRAVITY -    979,784.3   (mgal)                       NAVD 88
 AE4741
 AE4741  VERT ORDER      -  FIRST     CLASS II
 AE4741
 AE4741.The horizontal coordinates were scaled from a map and have
 AE4741.an estimated accuracy of +/- 6 seconds.
 AE4741
 AE4741.The orthometric height was determined by differential leveling and
 AE4741.adjusted by the NATIONAL GEODETIC SURVEY
 AE4741.in July 2002.
 AE4741
 AE4741.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4741.GEOID18 height accuracy estimate available here.
 AE4741
 AE4741.Click photographs - Photos may exist for this station.
 AE4741
 AE4741.The dynamic height is computed by dividing the NAVD 88
 AE4741.geopotential number by the normal gravity value computed on the
 AE4741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4741.degrees latitude (g = 980.6199 gals.).
 AE4741
 AE4741.The modeled gravity was interpolated from observed gravity values.
 AE4741
 AE4741;                    North         East    Units  Estimated Accuracy
 AE4741;SPC UT C     - 2,270,530.      469,140.      MT  (+/- 180 meters Scaled)
 AE4741
 AE4741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL269135(NAD 83)
 AE4741
 AE4741                          SUPERSEDED SURVEY CONTROL
 AE4741
 AE4741.No superseded survey control is available for this station.
 AE4741
 AE4741_MARKER: DD = SURVEY DISK
 AE4741_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE4741_SP_SET: FOOTING
 AE4741_STAMPING: C7-3 4-1985
 AE4741_MARK LOGO: UT-035
 AE4741_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4741+STABILITY: SURFACE MOTION
 AE4741_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4741+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1997
 AE4741
 AE4741  HISTORY     - Date     Condition        Report By
 AE4741  HISTORY     - 1985     MONUMENTED       SLCPS
 AE4741  HISTORY     - 19970916 GOOD             NGS
 AE4741
 AE4741                          STATION DESCRIPTION
 AE4741
 AE4741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4741'IN SALT LAKE CITY, AT THE INTERSECTION OF SOUTH TEMPLE AND 900 EAST
 AE4741'STREETS, NEAR THE SOUTHWEST CORNER OF A CONCRETE FOOTING FOR A FIRE
 AE4741'HYDRANT, 14.0 M (45.9 FT) EAST OF THE CENTER OF M STREET EAST, 10.3 M
 AE4741'(33.8 FT) NORTH OF THE CENTER OF TEMPLE STREET, 9.1 M (29.9 FT) WEST
 AE4741'OF THE EXTENDED CENTER OF EAST STREET, 1.7 M (5.6 FT) EAST OF A
 AE4741'TRAFFIC SIGNAL POLE, 1.2 M (3.9 FT) SOUTH OF THE FIRE HYDRANT, 0.3 M
 AE4741'(1.0 FT) ABOVE THE LEVEL OF TEMPLE STREET, AND FLUSH WITH THE GROUND
 AE4741'SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AE4743 ***********************************************************************
 AE4743  DESIGNATION -  C7 5
 AE4743  PID         -  AE4743
 AE4743  STATE/COUNTY-  UT/SALT LAKE
 AE4743  COUNTRY     -  US
 AE4743  USGS QUAD   -  FORT DOUGLAS (2017)
 AE4743
 AE4743                         *CURRENT SURVEY CONTROL
 AE4743  ______________________________________________________________________
 AE4743* NAD 83(1986) POSITION- 40 45 46.5    (N) 111 51 14.6    (W)   HD_HELD2
 AE4743* NAVD 88 ORTHO HEIGHT -  1398.380 (meters)     4587.85  (feet) ADJUSTED
 AE4743  ______________________________________________________________________
 AE4743  GEOID HEIGHT    -        -16.601 (meters)                     GEOID18
 AE4743  DYNAMIC HEIGHT  -       1397.267 (meters)     4584.20  (feet) COMP
 AE4743  MODELED GRAVITY -    979,780.3   (mgal)                       NAVD 88
 AE4743
 AE4743  VERT ORDER      -  FIRST     CLASS II
 AE4743
 AE4743.The horizontal coordinates were established by autonomous hand held GPS
 AE4743.observations and have an estimated accuracy of +/- 10 meters.
 AE4743
 AE4743.The orthometric height was determined by differential leveling and
 AE4743.adjusted by the NATIONAL GEODETIC SURVEY
 AE4743.in July 2002.
 AE4743
 AE4743.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4743.GEOID18 height accuracy estimate available here.
 AE4743
 AE4743.Click photographs - Photos may exist for this station.
 AE4743
 AE4743.The dynamic height is computed by dividing the NAVD 88
 AE4743.geopotential number by the normal gravity value computed on the
 AE4743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4743.degrees latitude (g = 980.6199 gals.).
 AE4743
 AE4743.The modeled gravity was interpolated from observed gravity values.
 AE4743
 AE4743;                    North         East    Units  Estimated Accuracy
 AE4743;SPC UT C     - 2,269,802.      470,104.      MT  (+/- 10 meters HH2 GPS)
 AE4743
 AE4743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2791512789(NAD 83)
 AE4743
 AE4743                          SUPERSEDED SURVEY CONTROL
 AE4743
 AE4743.No superseded survey control is available for this station.
 AE4743
 AE4743_MARKER: DD = SURVEY DISK
 AE4743_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AE4743+WITH SETTING: PAVEMENT
 AE4743_SP_SET: TRAFFIC SIGNAL POLE BASE
 AE4743_STAMPING: C7-5 4-1985
 AE4743_MARK LOGO: UT-035
 AE4743_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4743+STABILITY: SURFACE MOTION
 AE4743_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4743+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1997
 AE4743
 AE4743  HISTORY     - Date     Condition        Report By
 AE4743  HISTORY     - 1985     MONUMENTED       SLCPS
 AE4743  HISTORY     - 19970916 GOOD             NGS
 AE4743
 AE4743                          STATION DESCRIPTION
 AE4743
 AE4743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4743'IN SALT LAKE CITY, AT THE INTERSECTION OF 1300 EAST AND 300 SOUTH
 AE4743'STREETS, NEAR THE SOUTHEAST CORNER OF A CONCRETE FOOTING FOR A TRAFFIC
 AE4743'SIGNAL POLE WITH A CONTROL BOX ATTACHED, 16.5 M (54.1 FT) SOUTHEAST OF
 AE4743'THE SOUTHEAST CORNER OF THE KEY BANK UNIVERSITY OFFICE, 14.1 M (46.3
 AE4743'FT) WEST OF THE CENTER OF EAST STREET, 10.7 M (35.1 FT) NORTH OF THE
 AE4743'CENTER OF SOUTH STREET, 0.3 M (1.0 FT) BELOW THE LEVEL OF EAST STREET,
 AE4743'AND FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5808 ***********************************************************************
 AI5808  CBN         -  This is a Cooperative Base Network Control Station.
 AI5808  DESIGNATION -  CACHE JUNCTION
 AI5808  PID         -  AI5808
 AI5808  STATE/COUNTY-  UT/CACHE
 AI5808  COUNTRY     -  US
 AI5808  USGS QUAD   -  NEWTON (2017)
 AI5808
 AI5808                         *CURRENT SURVEY CONTROL
 AI5808  ______________________________________________________________________
 AI5808* NAD 83(2011) POSITION- 41 48 54.80597(N) 111 59 47.30877(W)   ADJUSTED
 AI5808* NAD 83(2011) ELLIP HT-  1342.055 (meters)        (06/27/12)   ADJUSTED
 AI5808* NAD 83(2011) EPOCH   -  2010.00
 AI5808* NAVD 88 ORTHO HEIGHT -  1357.5   (meters)     4454.    (feet) GPS OBS
 AI5808  ______________________________________________________________________
 AI5808  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5808  GEOID HEIGHT    -        -15.425 (meters)                     GEOID09
 AI5808  GEOID HEIGHT    -        -15.424 (meters)                     GEOID18
 AI5808  NAD 83(2011) X  - -1,783,495.333 (meters)                     COMP
 AI5808  NAD 83(2011) Y  - -4,415,087.958 (meters)                     COMP
 AI5808  NAD 83(2011) Z  -  4,231,224.680 (meters)                     COMP
 AI5808  LAPLACE CORR    -         -4.39  (seconds)                    DEFLEC18
 AI5808
 AI5808  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5808  Standards:
 AI5808         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5808            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5808  -------------------------------------------------------------------
 AI5808  NETWORK    0.76   1.59           0.33   0.29   0.81     -0.14353541
 AI5808  -------------------------------------------------------------------
 AI5808  Click here for local accuracies and other accuracy information.
 AI5808
 AI5808.The horizontal coordinates were established by GPS observations
 AI5808.and adjusted by the National Geodetic Survey in June 2012.
 AI5808
 AI5808.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5808.been affixed to the stable North American tectonic plate. See 
 AI5808.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5808
 AI5808.The horizontal coordinates are valid at the epoch date displayed above
 AI5808.which is a decimal equivalence of Year/Month/Day.
 AI5808
 AI5808.The orthometric height was determined by GPS observations and a
 AI5808.high-resolution geoid model.
 AI5808
 AI5808.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5808.GEOID18 height accuracy estimate available here.
 AI5808
 AI5808.Click photographs - Photos may exist for this station.
 AI5808
 AI5808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5808
 AI5808.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5808
 AI5808.The ellipsoidal height was determined by GPS observations
 AI5808.and is referenced to NAD 83.
 AI5808
 AI5808. The following values were computed from the NAD 83(2011) position.
 AI5808
 AI5808;                    North         East     Units Scale Factor Converg.
 AI5808;SPC UT N     - 1,164,687.954   458,747.918   MT  1.00000533   -0 19 38.5
 AI5808;SPC UT N     - 3,821,147.06  1,505,075.46   sFT  1.00000533   -0 19 38.5
 AI5808;UTM  12      - 4,629,740.953   417,235.553   MT  0.99968429   -0 39 51.9
 AI5808
 AI5808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5808!SPC UT N     -   0.99978955  x   1.00000533  =   0.99979488
 AI5808!UTM  12      -   0.99978955  x   0.99968429  =   0.99947391
 AI5808
 AI5808_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM1723529740(NAD 83)
 AI5808
 AI5808                          SUPERSEDED SURVEY CONTROL
 AI5808
 AI5808  NAD 83(2007)-  41 48 54.80565(N)    111 59 47.30979(W) AD(2002.00) 0
 AI5808  ELLIP H (02/10/07) 1342.067  (m)                       GP(2002.00)    
 AI5808  NAD 83(1994)-  41 48 54.80502(N)    111 59 47.30912(W) AD(       ) A
 AI5808  ELLIP H (06/28/00) 1342.085  (m)                       GP(       ) 4 1
 AI5808  NAVD 88 (06/28/00) 1357.5    (m)  GEOID99  model used  GPS OBS        
 AI5808
 AI5808.Superseded values are not recommended for survey control.
 AI5808
 AI5808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5808.See file dsdata.pdf to determine how the superseded data were derived.
 AI5808
 AI5808_MARKER: DD = SURVEY DISK
 AI5808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5808_STAMPING: GPS STA JUNC
 AI5808_MARK LOGO: UT-005
 AI5808_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5808+STABILITY: SURFACE MOTION
 AI5808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5808+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5808
 AI5808  HISTORY     - Date     Condition        Report By
 AI5808  HISTORY     - 1999     MONUMENTED       UT-005
 AI5808
 AI5808                          STATION DESCRIPTION
 AI5808
 AI5808'DESCRIBED BY CACHE COUNTY UTAH 1999 (JB)
 AI5808'THE STATION IS LOCATED ABOUT 15.9 KM (9.85 MI) NORTHWEST OF LOGAN,
 AI5808'11.6 KM (7.20 MI) NORTH OF MENDON AND 5.1 KM (3.15 MI) SOUTH OF
 AI5808'NEWTON.  OWNERSHIP--UDOT.  TO REACH THE STATION FROM THE JUNCTION OF
 AI5808'US HIGHWAYS 89 AND 91 AND STATE HIGHWAY 30, 200 NORTH STREET IN LOGAN,
 AI5808'GO WEST ON HIGHWAY 30 FOR 12.1 KM (7.50 MI) TO THE JUNCTION OF STATE
 AI5808'HIGHWAY 23.  TURN RIGHT AND GO NORTH ON HIGHWAY 23 FOR 7.2 KM (4.45
 AI5808'MI) TO THE STATION ON THE RIGHT.  THE STATION IS A DISK SET IN TOP OF
 AI5808'A CONCRETE MONUMENT THAT PROJECTS 9 CM (3.5 IN) ABOVE THE GROUND.  IT
 AI5808'IS 7.9 M (25.9 FT) EAST OF THE CENTER OF HIGHWAY 23, 2.4 M (7.9 FT)
 AI5808'SOUTH OF A 10 CM (4 IN) BY 10 CM (4 IN) WITNESS POST AND 1.5 M (4.9
 AI5808'FT) WEST OF A FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0550 ***********************************************************************
 JO0550  DESIGNATION -  CAIRN
 JO0550  PID         -  JO0550
 JO0550  STATE/COUNTY-  UT/MILLARD
 JO0550  COUNTRY     -  US
 JO0550  USGS QUAD   -  THE BARN (2017)
 JO0550
 JO0550                         *CURRENT SURVEY CONTROL
 JO0550  ______________________________________________________________________
 JO0550* NAD 83(1994) POSITION- 38 54 14.95696(N) 113 29 18.79900(W)   ADJUSTED
 JO0550* NAVD 88 ORTHO HEIGHT -  2367.    (meters)     7766.    (feet) SCALED
 JO0550  ______________________________________________________________________
 JO0550  GEOID HEIGHT    -        -20.286 (meters)                     GEOID18
 JO0550  LAPLACE CORR    -         -8.13  (seconds)                    DEFLEC18
 JO0550  HORZ ORDER      -  SECOND
 JO0550
 JO0550.The horizontal coordinates were established by classical geodetic methods
 JO0550.and adjusted by the National Geodetic Survey in November 1997.
 JO0550
 JO0550.The orthometric height was scaled from a topographic map.
 JO0550
 JO0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0550.GEOID18 height accuracy estimate available here.
 JO0550
 JO0550.Click photographs - Photos may exist for this station.
 JO0550
 JO0550.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0550
 JO0550. The following values were computed from the NAD 83(1994) position.
 JO0550
 JO0550;                    North         East     Units Scale Factor Converg.
 JO0550;SPC UT C     - 2,065,291.302   327,515.539   MT  1.00002967   -1 16 25.8
 JO0550;SPC UT C     - 6,775,876.55  1,074,523.90   sFT  1.00002967   -1 16 25.8
 JO0550;UTM  12      - 4,309,084.752   284,206.737   MT  1.00017345   -1 33 48.5
 JO0550
 JO0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0550!SPC UT C     -   0.99963190  x   1.00002967  =   0.99966156
 JO0550!UTM  12      -   0.99963190  x   1.00017345  =   0.99980529
 JO0550
 JO0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ8420609084(NAD 83)
 JO0550
 JO0550                          SUPERSEDED SURVEY CONTROL
 JO0550
 JO0550  NAD 83(1986)-  38 54 14.95188(N)    113 29 18.79742(W) AD(       ) 2
 JO0550  NAD 27      -  38 54 15.12100(N)    113 29 15.90200(W) AD(       ) 2
 JO0550
 JO0550.Superseded values are not recommended for survey control.
 JO0550
 JO0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0550.See file dsdata.pdf to determine how the superseded data were derived.
 JO0550
 JO0550_MARKER: 72 = CAIRN
 JO0550
 JO0550  HISTORY     - Date     Condition        Report By
 JO0550  HISTORY     - 1957     FIRST OBSERVED   CGS
 JO0550  HISTORY     - 20211107 GOOD             INDIV
 JO0550
 JO0550                          STATION DESCRIPTION
 JO0550
 JO0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JO0550'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT DOUBLE
 JO0550'TOPPED MOUNTAIN, THE HIGHEST IN THE VICINITY.  IT IS ABOUT
 JO0550'35 MILES AIRLINE EAST-SOUTHEAST OF BAKER, 9 MILES AIRLINE
 JO0550'SOUTHWEST OF U.S. HIGHWAY 6 AND 17 MILES AIRLINE SOUTH-SOUTHWEST
 JO0550'OF NOTCH PEAK.
 JO0550'
 JO0550'TO REACH FROM THE U.S. POST OFFICE IN HINCKLEY, GO NORTH
 JO0550'FOR 0.3 MILE TO U.S. HIGHWAY 6.  TURN LEFT AND GO WEST AND
 JO0550'SOUTHWEST ON U.S. HIGHWAY 6 FOR 43.1 MILES TO A SIDE ROAD
 JO0550'LEFT.  TAKE SIDE ROAD AND GO SOUTHERLY FOR 13.3 MILES TO A
 JO0550'SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 10.5 MILES TO A
 JO0550'FORK JUST AFTER PASSING A CORRAL.  TAKE RIGHT FORK AND GO
 JO0550'NORTHERLY FOR 1.5 MILES TO A LARGE LONE JUNIPER ON THE LEFT
 JO0550'IN A NARROW CANYON.  DOUBLE AZ MK IS 100 YARDS WEST
 JO0550'OF THIS POINT.  CONTINUE NORTHERLY FOR 1.5 MILES TO A DIM
 JO0550'REVERSE Y.  LEAVE ROAD AND GO NORTHEAST, CROSS COUNTRY, FOR 0.9
 JO0550'MILE TO MOUTH OF NARROW DRAW.  PACK NORTHEAST UP DRAW FOR
 JO0550'25 MINUTES TO A STEEP WASH RUNNING UP WESTERLY.  PACK UP WASH TO
 JO0550'SADDLE THEN BEAR NORTH, PASSING AROUND EAST SIDE OF RIMROCK, TO
 JO0550'HIGHEST POINT AND STATION.  NOTE--4-WHEEL DRIVE VEHICLE
 JO0550'REQUIRED FOR LAST 0.9 MILE OF TRAVEL.  PACKING TIME ABOUT
 JO0550'1-1/2 HOURS.
 JO0550'
 JO0550'CAIRN IS 4 FEET IN DIAMETER AND 5 FEET HIGH, WITH A 2 X 2-INCH
 JO0550'POST 8 FEET HIGH PROJECTING FROM THE CENTER.
 JO0550
 JO0550                          STATION RECOVERY (2021)
 JO0550
 JO0550'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 JO0550'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0479 ***********************************************************************
 JM0479  DESIGNATION -  CAIRN
 JM0479  PID         -  JM0479
 JM0479  STATE/COUNTY-  UT/GRAND
 JM0479  COUNTRY     -  US
 JM0479  USGS QUAD   -  MOUNT WAAS (2017)
 JM0479
 JM0479                         *CURRENT SURVEY CONTROL
 JM0479  ______________________________________________________________________
 JM0479* NAD 83(1994) POSITION- 38 36 25.44952(N) 109 13 25.85281(W)   ADJUSTED
 JM0479* NAVD 88 ORTHO HEIGHT -  2735.    (meters)     8973.    (feet) VERTCON3
 JM0479  ______________________________________________________________________
 JM0479  GEOID HEIGHT    -        -18.564 (meters)                     GEOID18
 JM0479  LAPLACE CORR    -          8.06  (seconds)                    DEFLEC18
 JM0479  HORZ ORDER      -  THIRD
 JM0479
 JM0479.The horizontal coordinates were established by classical geodetic methods
 JM0479.and adjusted by the National Geodetic Survey in November 1997.
 JM0479
 JM0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0479
 JM0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0479.GEOID18 height accuracy estimate available here.
 JM0479
 JM0479.Click photographs - Photos may exist for this station.
 JM0479
 JM0479.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0479
 JM0479. The following values were computed from the NAD 83(1994) position.
 JM0479
 JM0479;                    North         East     Units Scale Factor Converg.
 JM0479;SPC UT C     - 2,032,914.491   698,264.382   MT  1.00012621   +1 27 29.0
 JM0479;SPC UT C     - 6,669,653.63  2,290,889.06   sFT  1.00012621   +1 27 29.0
 JM0479;SPC UT S     - 3,217,777.875   698,251.974   MT  1.00005442   +1 23 40.5
 JM0479;SPC UT S     -10,556,992.91  2,290,848.35   sFT  1.00005442   +1 23 40.5
 JM0479;UTM  12      - 4,274,670.110   654,652.678   MT  0.99989454   +1 06 30.6
 JM0479
 JM0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0479!SPC UT C     -   0.99957391  x   1.00012621  =   0.99970007
 JM0479!SPC UT S     -   0.99957391  x   1.00005442  =   0.99962831
 JM0479!UTM  12      -   0.99957391  x   0.99989454  =   0.99946850
 JM0479
 JM0479:                Primary Azimuth Mark                     Grid Az
 JM0479:SPC UT C     -  CAIRN AZ MK                              342 00 03.8
 JM0479:SPC UT S     -  CAIRN AZ MK                              342 03 52.3
 JM0479:UTM  12      -  CAIRN AZ MK                              342 21 02.2
 JM0479
 JM0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH5465274670(NAD 83)
 JM0479
 JM0479|---------------------------------------------------------------------|
 JM0479| PID    Reference Object                     Distance      Geod. Az  |
 JM0479|                                                           dddmmss.s |
 JM0479| CM6186 CAIRN RM 1                            8.535 METERS 00440     |
 JM0479| CM6187 CAIRN RM 2                            9.067 METERS 11703     |
 JM0479| JM0480 CAIRN ROCK CAIRN SSE                  4.500 METERS 14554     |
 JM0479| CM6185 CAIRN AZ MK                                        3432732.8 |
 JM0479|---------------------------------------------------------------------|
 JM0479
 JM0479                          SUPERSEDED SURVEY CONTROL
 JM0479
 JM0479  NAD 83(1992)-  38 36 25.43969(N)    109 13 25.85226(W) AD(       ) 3
 JM0479  NAD 83(1986)-  38 36 25.43839(N)    109 13 25.85100(W) AD(       ) 3
 JM0479  NAD 27      -  38 36 25.49600(N)    109 13 23.44200(W) AD(       ) 3
 JM0479  NGVD 29 (07/19/86) 2734.     (m)         8970.     (f) VERT ANG       
 JM0479
 JM0479.Superseded values are not recommended for survey control.
 JM0479
 JM0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0479.See file dsdata.pdf to determine how the superseded data were derived.
 JM0479
 JM0479_MARKER: DS = TRIANGULATION STATION DISK
 JM0479_SETTING: 66 = SET IN ROCK OUTCROP
 JM0479_STAMPING: CAIRN 1937
 JM0479_MARK LOGO: CGS
 JM0479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0479+STABILITY: POSITION/ELEVATION WELL
 JM0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0479+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2009
 JM0479
 JM0479  HISTORY     - Date     Condition        Report By
 JM0479  HISTORY     - 1937     MONUMENTED       CGS
 JM0479  HISTORY     - 1954     GOOD             USGS
 JM0479  HISTORY     - 20091106 GOOD             GEOCAC
 JM0479
 JM0479                          STATION DESCRIPTION
 JM0479
 JM0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JM0479'STATION IS ABOUT 4.5 MILES E OF CASTLETON, UTAH, AND ABOUT 5
 JM0479'MILES N OF MOUNT WAAS.  ON THE HIGHEST PART OF THE FIRST
 JM0479'RIDGE LYING 1/4 MILE S OF THE ROAD AT THE SUMMIT OF THE DIVIDE.
 JM0479'IT IS ABOUT 500 FEET HIGHER THAN THE ROAD AND IS IN BEDROCK
 JM0479'OUTCROP FLUSH WITH THE GROUND.  A ROCK CAIRN 7 FEET HIGH AND
 JM0479'4 FEET IN DIAMETER LIES 4.5 METERS SSE OF STATION.
 JM0479'
 JM0479'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS WEDGED
 JM0479'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 JM0479'
 JM0479'REFERENCE MARK NO. 1 IS 9 FEET LOWER THAN STATION.
 JM0479'
 JM0479'REFERENCE MARK NO. 2 IS 3 FEET LOWER THAN STATION.
 JM0479'
 JM0479'AZIMUTH MARK IS 3/4 MILE N OF STATION, ABOUT 700 FEET LOWER.
 JM0479'IN CLEARING 1/2 MILE N OF ROAD.  IT IS ABOUT 18 YARDS E OF
 JM0479'MIDDLE OF 3 PINE TREES WHICH IS TAGGED SALT GROUND NO. 9.
 JM0479'THERE IS A SMALL CAIRN, AT THE MARK.
 JM0479'
 JM0479'TO REACH FROM MOAB, UTAH, GO 2.85 MILES NW ON U.S. HIGHWAY
 JM0479'450.  TURN RIGHT AT SE END OF BRIDGE AND FOLLOW RIVER ROAD
 JM0479'16.1 MILES TO FORK AND SIGN CASTLETON 10 MI.  TURN RIGHT AND
 JM0479'FOLLOW MAIN-TRAVELED ROAD 9.45 MILES TO CASTLETON POST OFFICE.
 JM0479'CONTINUE ON MAIN-TRAVELED ROAD ABOUT 4-1/2 MILES UP CANYON
 JM0479'HEAD TO SUMMIT OF DIVIDE.  AND PACK ABOUT 1/4 MILE S UP TO
 JM0479'TOP OF FIRST RIDGE AND STATION.
 JM0479'
 JM0479'NOTE--ALL MEASUREMENTS IN FEET AND IN METERS ARE ACTUAL
 JM0479'MEASUREMENTS IN THE FIELD.
 JM0479
 JM0479                          STATION RECOVERY (1954)
 JM0479
 JM0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JM0479'RECOVERED IN GOOD CONDITION.
 JM0479
 JM0479                          STATION RECOVERY (2009)
 JM0479
 JM0479'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0479'RM 1 AND RM 2 ALSO FOUND.  AZ NOT FOUND AFTER MORE THAN AN HOUR SEARCH
 JM0479'ON TWO DIFFERENT DAYS ALONG THE BEARING, AND CALL DISTANCE ARC.  MAY
 JM0479'HAVE BEEN TAKEN BY THE NEW ROAD ALIGNMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0490 ***********************************************************************
 KN0490  DESIGNATION -  CAIRN AND POLE
 KN0490  PID         -  KN0490
 KN0490  STATE/COUNTY-  UT/EMERY
 KN0490  COUNTRY     -  US
 KN0490  USGS QUAD   -  CHIMNEY ROCK (2017)
 KN0490
 KN0490                         *CURRENT SURVEY CONTROL
 KN0490  ______________________________________________________________________
 KN0490* NAD 83(1994) POSITION- 39 10 15.25589(N) 110 37 07.87667(W)   ADJUSTED
 KN0490* NAVD 88 ORTHO HEIGHT -  2339.    (meters)     7674.    (feet) SCALED
 KN0490  ______________________________________________________________________
 KN0490  GEOID HEIGHT    -        -18.338 (meters)                     GEOID18
 KN0490  LAPLACE CORR    -         -8.63  (seconds)                    DEFLEC18
 KN0490  HORZ ORDER      -  SECOND
 KN0490
 KN0490.The horizontal coordinates were established by classical geodetic methods
 KN0490.and adjusted by the National Geodetic Survey in November 1997.
 KN0490
 KN0490.The orthometric height was scaled from a topographic map.
 KN0490
 KN0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0490.GEOID18 height accuracy estimate available here.
 KN0490
 KN0490.Click photographs - Photos may exist for this station.
 KN0490
 KN0490.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0490
 KN0490. The following values were computed from the NAD 83(1994) position.
 KN0490
 KN0490;                    North         East     Units Scale Factor Converg.
 KN0490;SPC UT C     - 2,093,362.318   576,142.630   MT  0.99996550   +0 33 52.0
 KN0490;SPC UT C     - 6,867,972.87  1,890,227.95   sFT  0.99996550   +0 33 52.0
 KN0490;UTM  12      - 4,335,811.480   532,924.551   MT  0.99961335   +0 14 26.7
 KN0490
 KN0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0490!SPC UT C     -   0.99963601  x   0.99996550  =   0.99960153
 KN0490!UTM  12      -   0.99963601  x   0.99961335  =   0.99924950
 KN0490
 KN0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ3292435811(NAD 83)
 KN0490
 KN0490                          SUPERSEDED SURVEY CONTROL
 KN0490
 KN0490  NAD 83(1986)-  39 10 15.24539(N)    110 37 07.87036(W) AD(       ) 2
 KN0490  NAD 27      -  39 10 15.34000(N)    110 37 05.28000(W) AD(       ) 2
 KN0490
 KN0490.Superseded values are not recommended for survey control.
 KN0490
 KN0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0490.See file dsdata.pdf to determine how the superseded data were derived.
 KN0490
 KN0490_MARKER: 72 = CAIRN
 KN0490
 KN0490  HISTORY     - Date     Condition        Report By
 KN0490  HISTORY     - 1937     FIRST OBSERVED   CGS
 KN0490
 KN0490                          STATION DESCRIPTION
 KN0490
 KN0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 KN0490'U.S.G.S. CAIRN AND POLE IS A SMALL CAIRN AND POLE, ON THE
 KN0490'EDGE OF THE TOP OF THE PLATEAU.  IN 1937 THE POLE WAS DOWN,
 KN0490'BUT ITS POSITION WHEN STANDING WAS WELL DEFINED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0480 ***********************************************************************
 JM0480  DESIGNATION -  CAIRN ROCK CAIRN SSE
 JM0480  PID         -  JM0480
 JM0480  STATE/COUNTY-  UT/GRAND
 JM0480  COUNTRY     -  US
 JM0480  USGS QUAD   -  MOUNT WAAS (2017)
 JM0480
 JM0480                         *CURRENT SURVEY CONTROL
 JM0480  ______________________________________________________________________
 JM0480* NAD 83(1994) POSITION- 38 36 25.32868(N) 109 13 25.74852(W)   ADJUSTED
 JM0480* NAVD 88 ORTHO HEIGHT -  2735.    (meters)     8973.    (feet) SCALED
 JM0480  ______________________________________________________________________
 JM0480  GEOID HEIGHT    -        -18.564 (meters)                     GEOID18
 JM0480  LAPLACE CORR    -          8.05  (seconds)                    DEFLEC18
 JM0480  HORZ ORDER      -  SECOND
 JM0480
 JM0480.The horizontal coordinates were established by classical geodetic methods
 JM0480.and adjusted by the National Geodetic Survey in November 1997.
 JM0480
 JM0480.The orthometric height was scaled from a topographic map.
 JM0480
 JM0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0480.GEOID18 height accuracy estimate available here.
 JM0480
 JM0480.Click photographs - Photos may exist for this station.
 JM0480
 JM0480.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0480
 JM0480. The following values were computed from the NAD 83(1994) position.
 JM0480
 JM0480;                    North         East     Units Scale Factor Converg.
 JM0480;SPC UT C     - 2,032,910.830   698,267.000   MT  1.00012622   +1 27 29.1
 JM0480;SPC UT C     - 6,669,641.61  2,290,897.65   sFT  1.00012622   +1 27 29.1
 JM0480;SPC UT S     - 3,217,774.211   698,254.587   MT  1.00005441   +1 23 40.5
 JM0480;SPC UT S     -10,556,980.89  2,290,856.92   sFT  1.00005441   +1 23 40.5
 JM0480;UTM  12      - 4,274,666.434   654,655.272   MT  0.99989455   +1 06 30.6
 JM0480
 JM0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0480!SPC UT C     -   0.99957391  x   1.00012622  =   0.99970008
 JM0480!SPC UT S     -   0.99957391  x   1.00005441  =   0.99962830
 JM0480!UTM  12      -   0.99957391  x   0.99989455  =   0.99946851
 JM0480
 JM0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH5465574666(NAD 83)
 JM0480
 JM0480                          SUPERSEDED SURVEY CONTROL
 JM0480
 JM0480  NAD 83(1992)-  38 36 25.31886(N)    109 13 25.74796(W) AD(       ) 2
 JM0480  NAD 83(1986)-  38 36 25.31755(N)    109 13 25.74671(W) AD(       ) 2
 JM0480  NAD 27      -  38 36 25.38000(N)    109 13 23.34000(W) AD(       ) 2
 JM0480
 JM0480.Superseded values are not recommended for survey control.
 JM0480
 JM0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0480.See file dsdata.pdf to determine how the superseded data were derived.
 JM0480
 JM0480_MARKER: 72 = CAIRN
 JM0480
 JM0480  HISTORY     - Date     Condition        Report By
 JM0480  HISTORY     - 1937     FIRST OBSERVED   CGS
 JM0480
 JM0480                          STATION DESCRIPTION
 JM0480
 JM0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 JM0480'STATION CAIRN IS ABOUT 4.5 MILES E OF CASTLETON, UTAH, AND ABOUT 5
 JM0480'MILES N OF MOUNT WAAS.  ON THE HIGHEST PART OF THE FIRST
 JM0480'RIDGE LYING 1/4 MILE S OF THE ROAD AT THE SUMMIT OF THE DIVIDE.
 JM0480'IT IS ABOUT 500 FEET HIGHER THAN THE ROAD AND IS IN BEDROCK
 JM0480'OUTCROP FLUSH WITH THE GROUND.  A ROCK CAIRN 7 FEET HIGH AND
 JM0480'4 FEET IN DIAMETER LIES 4.5 METERS SSE OF STATION.
 JM0480'
 JM0480'TO REACH FROM MOAB, UTAH, GO 2.85 MILES NW ON U.S. HIGHWAY
 JM0480'450.  TURN RIGHT AT SE END OF BRIDGE AND FOLLOW RIVER ROAD
 JM0480'16.1 MILES TO FORK AND SIGN CASTLETON 10 MI.  TURN RIGHT AND
 JM0480'FOLLOW MAIN-TRAVELED ROAD 9.45 MILES TO CASTLETON POST OFFICE.
 JM0480'CONTINUE ON MAIN-TRAVELED ROAD ABOUT 4-1/2 MILES UP CANYON
 JM0480'HEAD TO SUMMIT OF DIVIDE.  AND PACK ABOUT 1/4 MILE S UP TO
 JM0480'TOP OF FIRST RIDGE AND STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0681 ***********************************************************************
 MS0681  DESIGNATION -  CAL MTN
 MS0681  PID         -  MS0681
 MS0681  STATE/COUNTY-  UT/BOX ELDER
 MS0681  COUNTRY     -  US
 MS0681  USGS QUAD   -  RIVERSIDE (2017)
 MS0681
 MS0681                         *CURRENT SURVEY CONTROL
 MS0681  ______________________________________________________________________
 MS0681* NAD 83(1994) POSITION- 41 47 05.47687(N) 112 13 57.69465(W)   ADJUSTED
 MS0681* NAVD 88 ORTHO HEIGHT -  2098.0   (meters)     6883.    (feet) VERTCON3
 MS0681  ______________________________________________________________________
 MS0681  GEOID HEIGHT    -        -15.241 (meters)                     GEOID18
 MS0681  LAPLACE CORR    -          2.01  (seconds)                    DEFLEC18
 MS0681  HORZ ORDER      -  SECOND
 MS0681
 MS0681.The horizontal coordinates were established by classical geodetic methods
 MS0681.and adjusted by the National Geodetic Survey in November 1997.
 MS0681
 MS0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0681
 MS0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0681.GEOID18 height accuracy estimate available here.
 MS0681
 MS0681.Click photographs - Photos may exist for this station.
 MS0681
 MS0681.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0681
 MS0681. The following values were computed from the NAD 83(1994) position.
 MS0681
 MS0681;                    North         East     Units Scale Factor Converg.
 MS0681;SPC UT N     - 1,161,453.792   439,092.487   MT  1.00000025   -0 28 59.2
 MS0681;SPC UT N     - 3,810,536.32  1,440,589.27   sFT  1.00000025   -0 28 59.2
 MS0681;UTM  12      - 4,626,623.630   397,567.242   MT  0.99972911   -0 49 17.2
 MS0681
 MS0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0681!SPC UT N     -   0.99967343  x   1.00000025  =   0.99967368
 MS0681!UTM  12      -   0.99967343  x   0.99972911  =   0.99940263
 MS0681
 MS0681:                Primary Azimuth Mark                     Grid Az
 MS0681:SPC UT N     -  CAL MTN AZ MK                            325 14 48.0
 MS0681:UTM  12      -  CAL MTN AZ MK                            325 35 06.0
 MS0681
 MS0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9756726623(NAD 83)
 MS0681
 MS0681|---------------------------------------------------------------------|
 MS0681| PID    Reference Object                     Distance      Geod. Az  |
 MS0681|                                                           dddmmss.s |
 MS0681| MR0739 AMALGA ROCKY MTN DAIRY STACK        APPROX.29.6 KM 0755448.3 |
 MS0681| CM5266 CAL MTN RM 1                         10.593 METERS 19852     |
 MS0681| CM5267 CAL MTN RM 2                          9.777 METERS 30855     |
 MS0681| CM5265 CAL MTN AZ MK                                      3244548.8 |
 MS0681|---------------------------------------------------------------------|
 MS0681
 MS0681                          SUPERSEDED SURVEY CONTROL
 MS0681
 MS0681  NAD 83(1993)-  41 47 05.47402(N)    112 13 57.68706(W) AD(       ) 2
 MS0681  NAD 83(1986)-  41 47 05.46960(N)    112 13 57.68272(W) AD(       ) 2
 MS0681  NAD 27      -  41 47 05.73420(N)    112 13 54.84450(W) AD(       ) 2
 MS0681  NGVD 29 (07/19/86) 2097.0    (m)         6880.     (f) VERT ANG       
 MS0681
 MS0681.Superseded values are not recommended for survey control.
 MS0681
 MS0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0681.See file dsdata.pdf to determine how the superseded data were derived.
 MS0681
 MS0681_MARKER: DD = SURVEY DISK
 MS0681_SETTING: 66 = SET IN ROCK OUTCROP
 MS0681
 MS0681  HISTORY     - Date     Condition        Report By
 MS0681  HISTORY     - 1963     MONUMENTED       USFS
 MS0681  HISTORY     - 1968     GOOD             USGS
 MS0681
 MS0681                          STATION DESCRIPTION
 MS0681
 MS0681'DESCRIBED BY US FOREST SERVICE 1963 (JCC)
 MS0681'THE STATION IS ABOUT 8 MILES SOUTHWEST OF PLYMOUTH, 6 MILES
 MS0681'NORTHWEST OF TREMONTON, 5 MILES WEST OF RIVERSIDE, ON THE SOUTH
 MS0681'END OF A PROMINENT MOUNTAIN OF THE WEST MOUNTAIN RANGE.
 MS0681'
 MS0681'TO REACH THE STATION FROM THE MOTEL AND GAS STATION IN RIVERSIDE,
 MS0681'GO NORTH ON U.S. HIGHWAY 191 FOR 1.8 MILES TO A SIDE ROAD
 MS0681'ON THE LEFT AT A SINCLAIR GAS STATION.  TURN LEFT, WEST, ON A
 MS0681'GRAVELED ROAD FOR 0.9 MILE TO A CROSSROAD.  CONTINUE AHEAD
 MS0681'FOR 0.1 MILE TO A T-ROAD.  TURN RIGHT, NORTH, FOR 0.3 MILE TO
 MS0681'A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.45
 MS0681'MILE TO A FARM HOUSE ON THE RIGHT.  PASS THROUGH THE FARM YARD
 MS0681'AND CONTINUE WESTERLY ON THE MAIN ROAD FOR 0.25 MILE TO A
 MS0681'CATTLE GUARD.  PASS OVER THE CATTLE GUARD AND GO WESTERLY
 MS0681'ON THE MAIN ROAD FOR 2.15 MILES TO A POLE CORRAL ON THE
 MS0681'LEFT.  CONTINUE AHEAD ON THE MAIN ROAD FOR 1.55 MILES TO A
 MS0681'FORK, TAKE THE LEFT FORK AND GO SOUTHWESTERLY FOR 0.4 MILE TO
 MS0681'THE TOP OF A LOW DIVIDE AND A FIRE BREAK LEADING TO THE
 MS0681'LEFT.  TURN LEFT AND FOLLOW THE FIRE BREAK UP STEEP GRADE FOR
 MS0681'0.3 MILE TO THE END OF TRUCK TRAVEL.  FROM THE END OF TRUCK
 MS0681'TRAVEL, PACK EAST, UP FIRE BREAK FOR ABOUT 1/4 MILE TO THE
 MS0681'TOP OF THE FIRST HILL THEN LEFT ALONG THE RIDGE TO THE NORTH
 MS0681'FOR ABOUT 1/2 MILE TO AN EAST-WEST FENCE LINE.  CROSS
 MS0681'OVER FENCE AND GO NORTH AND EAST FOR ABOUT 1 MILE TO THE
 MS0681'HIGHEST POINT AND THE STATION.  FOUR WHEEL DRIVE VEHICLE AND
 MS0681'1-HOUR PACK.  THE AZIMUTH MARK IS ABOUT 150 YARDS SOUTH OF
 MS0681'THE EAST-WEST FENCE LINE MENTIONED ABOVE.
 MS0681'
 MS0681'THE STATION MARK IS A BRONZE DISK OF THE U.S. FOREST SERVICE,
 MS0681'STAMPED USFS CAL MTN 1957, CEMENTED IN A DRILL HOLE IN A 2 BY
 MS0681'3 FOOT ROCK OUTCROP PROJECTING 1 FOOT.  IT IS 65 FEET EAST
 MS0681'OF THE WEST EDGE OF THE HILL AND 28 FEET SOUTHWEST OF THE
 MS0681'NORTHEAST EDGE OF THE HILL.
 MS0681'
 MS0681'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAL MTN USFS NO
 MS0681'1 1963, CEMENTED IN A DRILL HOLE IN A 1 BY 4 FOOT ROCK OUTCROP
 MS0681'PROJECTING 8 INCHES.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 MS0681'
 MS0681'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAL MTN USFS
 MS0681'NO 2 1963, CEMENTED IN A DRILL HOLE IN A 1 BY 3 FOOT ROCK
 MS0681'OUTCROP PROJECTING 6 INCHES.  IT IS ABOUT 2 FEET LOWER THAN
 MS0681'THE STATION.
 MS0681'
 MS0681'AZIMUTH MARK IS A STANDARD DISK, STAMPED CAL MTN USFS 1963,
 MS0681'CEMENTED IN A DRILL HOLE IN A 1 BY 2 FOOT ROCK OUTCROP PROJECTING
 MS0681'3 INCHES.  IT IS 150 FEET SOUTH OF THE TOP OF A RIDGE AND
 MS0681'ABOUT 4 FEET LOWER AND 150 YARDS SOUTH OF AN EAST-WEST FENCE
 MS0681'LINE.
 MS0681
 MS0681                          STATION RECOVERY (1968)
 MS0681
 MS0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (FLA)
 MS0681'TO REACH FROM THE GAS STATION IN RIVERSIDE, DRIVE N. ON U.S.
 MS0681'HIGHWAY 191 FOR 0.2 MI. TO A CROSSROAD.  TURN LEFT AND DRIVE
 MS0681'0.8 MI. TO A T-RD. TO THE RIGHT.  TURN RIGHT AND DRIVE N. 1
 MS0681'MI. TO CORRALS ON THE LEFT.  PASS THROUGH THE CORRALS ON THE
 MS0681'S. SIDE OF TWO WINDMILL TOWERS AND DRIVE UP THE TRAIL FOR 0.8
 MS0681'MI. TO A GATE AND A RD. FORK.  TAKE THE LEFT FORK FOR 0.2 MI.
 MS0681'TO A RD. FORK, TAKE THE RIGHT FORK FOR 0.6 MI. TO A RD. FORK
 MS0681'AT A GRAIN FIELD.  TAKE THE RIGHT FORK FOR 0.7 MI. UP A SMALL
 MS0681'CANYON TO A STOCK POND ON THE LEFT.  TURN RIGHT AND UP HILL
 MS0681'ON A RD. WHICH BECOMES A JEEP TRAIL FOR 3 MI. TO THE HIGHEST
 MS0681'GROUND AND THE STATION.  A 4-WHEEL DRIVE REQUIRED.
 MS0681'
 MS0681'ALL MARKS FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0600 ***********************************************************************
 LN0600  DESIGNATION -  CALDER
 LN0600  PID         -  LN0600
 LN0600  STATE/COUNTY-  UT/UINTAH
 LN0600  COUNTRY     -  US
 LN0600  USGS QUAD   -  BLAIR BASIN (2017)
 LN0600
 LN0600                         *CURRENT SURVEY CONTROL
 LN0600  ______________________________________________________________________
 LN0600* NAD 83(1994) POSITION- 40 43 39.16666(N) 109 17 25.30541(W)   ADJUSTED
 LN0600* NAVD 88 ORTHO HEIGHT -  2724.5   (meters)     8939.    (feet) VERTCON3
 LN0600  ______________________________________________________________________
 LN0600  GEOID HEIGHT    -        -14.292 (meters)                     GEOID18
 LN0600  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 LN0600  HORZ ORDER      -  THIRD
 LN0600
 LN0600.The horizontal coordinates were established by classical geodetic methods
 LN0600.and adjusted by the National Geodetic Survey in November 1997.
 LN0600
 LN0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0600
 LN0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0600.GEOID18 height accuracy estimate available here.
 LN0600
 LN0600.Click photographs - Photos may exist for this station.
 LN0600
 LN0600.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0600
 LN0600. The following values were computed from the NAD 83(1994) position.
 LN0600
 LN0600;                    North         East     Units Scale Factor Converg.
 LN0600;SPC UT C     - 2,268,120.795   686,656.463   MT  1.00002022   +1 24 55.6
 LN0600;SPC UT C     - 7,441,326.31  2,252,805.41   sFT  1.00002022   +1 24 55.6
 LN0600;UTM  12      - 4,509,918.473   644,376.790   MT  0.99985657   +1 06 56.4
 LN0600
 LN0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0600!SPC UT C     -   0.99957505  x   1.00002022  =   0.99959526
 LN0600!UTM  12      -   0.99957505  x   0.99985657  =   0.99943168
 LN0600
 LN0600:                Primary Azimuth Mark                     Grid Az
 LN0600:SPC UT C     -  LANSON                                   123 54 13.0
 LN0600:UTM  12      -  LANSON                                   124 12 12.2
 LN0600
 LN0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL4437609918(NAD 83)
 LN0600
 LN0600|---------------------------------------------------------------------|
 LN0600| PID    Reference Object                     Distance      Geod. Az  |
 LN0600|                                                           dddmmss.s |
 LN0600| LN0599 LANSON                              APPROX. 3.7 KM 1251908.6 |
 LN0600|---------------------------------------------------------------------|
 LN0600
 LN0600                          SUPERSEDED SURVEY CONTROL
 LN0600
 LN0600  NAD 83(1993)-  40 43 39.16665(N)    109 17 25.30293(W) AD(       ) 3
 LN0600  NAD 83(1986)-  40 43 39.14813(N)    109 17 25.29442(W) AD(       ) 3
 LN0600  NAD 27      -  40 43 39.29426(N)    109 17 22.81985(W) AD(       ) 3
 LN0600  NGVD 29 (07/19/86) 2723.1    (m)         8934.     (f) VERT ANG       
 LN0600
 LN0600.Superseded values are not recommended for survey control.
 LN0600
 LN0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0600.See file dsdata.pdf to determine how the superseded data were derived.
 LN0600
 LN0600_MARKER: DD = SURVEY DISK
 LN0600_SETTING: 66 = SET IN ROCK OUTCROP
 LN0600_STAMPING: CALDER 1949
 LN0600_MARK LOGO: USGS
 LN0600_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0600+STABILITY: POSITION/ELEVATION WELL
 LN0600
 LN0600  HISTORY     - Date     Condition        Report By
 LN0600  HISTORY     - 1949     MONUMENTED       USGS
 LN0600
 LN0600                          STATION DESCRIPTION
 LN0600
 LN0600'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LN0600'THIS STATION LIES ABOUT 20 MI. N. OF AND 12 MI. E. OF VERNAL, UTAH.
 LN0600'
 LN0600'TO REACH BY AUTOMOBILE FROM VERNAL, UTAH, GO N. FROM MAIN STREET ON
 LN0600'UTAH STATE HIGHWAY 44 OR 27.05 MI. TO RD. FORK RIGHT AND SIGN DIAMOND
 LN0600'MOUNTAIN RD., THEN RIGHT EASTERLY ON DIAMOND MOUNTAIN RD. FOR 4.8 MI.
 LN0600'TO THE E. ENTRANCE TO ASHLEY NATIONAL FOREST.  CONTINUE EASTERLY FOR
 LN0600'2.5 MI. TO FORK. TAKE RIGHT FORK AND CONTINUE ON MAIN TRAVELED RD. FOR
 LN0600'1.6 MI. TO FORK.  TAKE RIGHT FORK FOR 0.4 MI. TO FORK.  TAKE LEFT FORK
 LN0600'AROUND BASE OF HILL FOR 0.7 MI. TO FORK.  TAKE LEFT FORK UP VALLEY FOR
 LN0600'1.1 MI. TO TANK IN DRAIN.  STATION LIES ABOUT 1/2 MI. E. ON HIGHEST
 LN0600'TOP IN VICINITY.
 LN0600'
 LN0600'STATION MARK - STANDARD TABLET CEMENTED INTO ROCK, STAMPED CALDER
 LN0600'1949.
 LN0600'
 LN0600'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET, STAMPED ---1---,
 LN0600'DISTANCE 113.40 FT. FROM STATION MARK, N 37 DEG 59 MIN E.
 LN0600'
 LN0600'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET, STAMPED ---2---
 LN0600'48.20 FT. FROM STATION, N 68 DEG 32 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0469 ***********************************************************************
 LP0469  DESIGNATION -  CAMEL
 LP0469  PID         -  LP0469
 LP0469  STATE/COUNTY-  UT/TOOELE
 LP0469  COUNTRY     -  US
 LP0469  USGS QUAD   -  CAMELS BACK RIDGE SW (2017)
 LP0469
 LP0469                         *CURRENT SURVEY CONTROL
 LP0469  ______________________________________________________________________
 LP0469* NAD 83(1994) POSITION- 40 07 24.63337(N) 112 57 20.01382(W)   ADJUSTED
 LP0469* NAVD 88 ORTHO HEIGHT -  1638.7   (meters)     5376.    (feet) VERTCON3
 LP0469  ______________________________________________________________________
 LP0469  GEOID HEIGHT    -        -18.593 (meters)                     GEOID18
 LP0469  LAPLACE CORR    -          2.48  (seconds)                    DEFLEC18
 LP0469  HORZ ORDER      -  FIRST
 LP0469
 LP0469.The horizontal coordinates were established by classical geodetic methods
 LP0469.and adjusted by the National Geodetic Survey in November 1997.
 LP0469
 LP0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0469
 LP0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0469.GEOID18 height accuracy estimate available here.
 LP0469
 LP0469.Click photographs - Photos may exist for this station.
 LP0469
 LP0469.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0469
 LP0469. The following values were computed from the NAD 83(1994) position.
 LP0469
 LP0469;                    North         East     Units Scale Factor Converg.
 LP0469;SPC UT C     - 2,199,753.443   375,944.860   MT  0.99991147   -0 55 56.6
 LP0469;SPC UT C     - 7,217,024.42  1,233,412.43   sFT  0.99991147   -0 55 56.6
 LP0469;UTM  12      - 4,443,298.614   333,369.623   MT  0.99994181   -1 15 37.9
 LP0469
 LP0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0469!SPC UT C     -   0.99974590  x   0.99991147  =   0.99965740
 LP0469!UTM  12      -   0.99974590  x   0.99994181  =   0.99968773
 LP0469
 LP0469:                Primary Azimuth Mark                     Grid Az
 LP0469:SPC UT C     -  CAMEL AZ MK                              281 42 16.8
 LP0469:UTM  12      -  CAMEL AZ MK                              282 01 58.1
 LP0469
 LP0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK3336943298(NAD 83)
 LP0469
 LP0469|---------------------------------------------------------------------|
 LP0469| PID    Reference Object                     Distance      Geod. Az  |
 LP0469|                                                           dddmmss.s |
 LP0469| LP0471 DUGWAY DOG AREA W WATER TANK        APPROX. 6.7 KM 0193925.5 |
 LP0469| LP0476 DUGWAY DOG AREA E WATER TANK        APPROX. 7.0 KM 0241349.0 |
 LP0469| LP0478 DUGWAY CHARLIE AREA WATER TANK      APPROX. 7.3 KM 0494818.1 |
 LP0469| LP0468 DUGWAY ROCKET TOWER                 APPROX. 3.2 KM 2323155.8 |
 LP0469| CM5269 CAMEL RM 1                            8.035 METERS 25928     |
 LP0469| CM5268 CAMEL AZ MK                                        2804620.2 |
 LP0469| CM5270 CAMEL RM 2                            8.290 METERS 33736     |
 LP0469|---------------------------------------------------------------------|
 LP0469
 LP0469                          SUPERSEDED SURVEY CONTROL
 LP0469
 LP0469  NAD 83(1986)-  40 07 24.62624(N)    112 57 20.00018(W) AD(       ) 1
 LP0469  NAD 27      -  40 07 24.83571(N)    112 57 17.10296(W) AD(       ) 1
 LP0469  NGVD 29 (07/19/86) 1637.7    (m)         5373.     (f) VERT ANG       
 LP0469
 LP0469.Superseded values are not recommended for survey control.
 LP0469
 LP0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0469.See file dsdata.pdf to determine how the superseded data were derived.
 LP0469
 LP0469_MARKER: DS = TRIANGULATION STATION DISK
 LP0469_SETTING: 66 = SET IN ROCK OUTCROP
 LP0469_STAMPING: CAMEL 1965
 LP0469_MARK LOGO: CGS
 LP0469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0469+STABILITY: POSITION/ELEVATION WELL
 LP0469
 LP0469  HISTORY     - Date     Condition        Report By
 LP0469  HISTORY     - 1965     MONUMENTED       CGS
 LP0469  HISTORY     - 1985     GOOD             DMA
 LP0469
 LP0469                          STATION DESCRIPTION
 LP0469
 LP0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0469'STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF DUGWAY (ENGLISH
 LP0469'VILLAGE), 6-1/2 MILES SOUTHEAST OF DUGWAY (BAKER AREA), 4
 LP0469'MILES SOUTH OF DUGWAY (DITTO TECHNICAL CENTER) AND ON A FLAT
 LP0469'BENCH AREA ABOUT 0.05 MILE SOUTHEAST OF THE HIGHEST POINT OF
 LP0469'CAMELSBACK RIDGE.
 LP0469'
 LP0469'TO REACH THE STATION FROM THE INTERSECTION OF B AND 3 RD
 LP0469'STREET IN DUGWAY (DITTO TECHNICAL CENTER), GO WEST ON B STREET
 LP0469'(STARK ROAD) FOR 2.0 MILES TO SECURITY CHECK STATION AND ROAD
 LP0469'FORK.  KEEP THE LEFT FORK AND GO SOUTHWEST ON STARK ROAD FOR
 LP0469'2.5 MILES TO A PAVED SIDE ROAD LEFT.  TURN LEFT AND GO 1.35
 LP0469'MILES TO A FORK.  KEEP THE LEFT FORK AND CONTINUE SOUTHERLY
 LP0469'FOR 2.55 MILES TO A SIDE ROAD LEFT WHICH IS JUST AFTER PASSING
 LP0469'TOWER GRID BUILDINGS ON THE LEFT.  TURN LEFT AND GO EASTERLY
 LP0469'ON A BLADED ROAD FOR 1.0 MILE TO A FORK.  TAKE THE LEFT FORK AND
 LP0469'GO NORTHERLY ON A BLADED ROAD FOR 0.65 MILE TO WHERE THE ROAD
 LP0469'CURVES TO THE RIGHT AND THE AZIMUTH MARK 0.05 MILE WEST
 LP0469'OF THE ROAD.  CONTINUE ON THE MAIN ROAD EASTERLY FOR 1.2 MILES TO
 LP0469'THE END OF THE ROAD AND THE STATION AS DESCRIBED.
 LP0469'
 LP0469'STATION MARK IS A STANDARD DISK, STAMPED CAMEL 1965, CEMENTED
 LP0469'IN A DRILL HOLE IN AN OUTCROP WHICH IS FLUSH WITH THE GROUND
 LP0469'SURFACE.  IT IS 25 FEET SOUTHEAST OF A BARREL TARGET WHICH
 LP0469'IS PAINTED RED AND WHITE AND IS ABOUT 25 FEET HIGH.
 LP0469'
 LP0469'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAMEL NO 1 1965,
 LP0469'CEMENTED IN A DRILL HOLE IN AN OUTCROP.  IT IS 20 FEET SOUTHWEST
 LP0469'OF THE BARREL TARGET AND ABOUT 2-1/2 FEET LOWER IN ELEVATION
 LP0469'THAN THE STATION.
 LP0469'
 LP0469'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAMEL NO 2 1965,
 LP0469'CEMENTED IN A DRILL HOLE IN AN OUTCROP.  IT IS 15.5 FEET
 LP0469'NORTHEAST OF THE BARREL TARGET AND ABOUT 1-1/2 FEET HIGHER
 LP0469'IN ELEVATION THAN THE STATION.
 LP0469'
 LP0469'AZIMUTH MARK IS A STANDARD DISK, STAMPED CAMEL 1965, CEMENTED
 LP0469'IN A DRILL HOLE IN AN OUTCROP WHICH PROJECTS ABOUT 1-1/2 FEET
 LP0469'AND IS 5 BY 6 FEET IN SIZE.  THE MARK IS 0.05 WEST OF THE
 LP0469'BLADED ROAD, 9 FEET WEST OF AN OUTCROP WHICH PROJECTS ABOUT 2-1/2
 LP0469'FEET AND IS 4.6 FEET NORTHWEST OF A METAL WITNESS POST.
 LP0469'
 LP0469'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LP0469
 LP0469                          STATION RECOVERY (1985)
 LP0469
 LP0469'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (DAB)
 LP0469'CAMEL 1965 FOUND GOOD.
 LP0469'CAMEL NO 1 1965 FOUND GOOD.
 LP0469'CAMEL NO 2 1965 FOUND GOOD.
 LP0469'
 LP0469'TO REACH IS ADEQUATE WITH THE EXCEPTION THAT THE SECURITY CHECK POINT
 LP0469'HAS BEEN MOVED 1.8 MILES EAST FROM PAST POSITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0733 ***********************************************************************
 LO0733  DESIGNATION -  CAMP
 LO0733  PID         -  LO0733
 LO0733  STATE/COUNTY-  UT/WASATCH
 LO0733  COUNTRY     -  US
 LO0733  USGS QUAD   -  WOLF CREEK SUMMIT (2017)
 LO0733
 LO0733                         *CURRENT SURVEY CONTROL
 LO0733  ______________________________________________________________________
 LO0733* NAD 83(1994) POSITION- 40 29 08.47837(N) 111 02 26.10819(W)   ADJUSTED
 LO0733* NAVD 88 ORTHO HEIGHT -  2973.3   (meters)     9755.    (feet) VERTCON3
 LO0733  ______________________________________________________________________
 LO0733  GEOID HEIGHT    -        -14.235 (meters)                     GEOID18
 LO0733  LAPLACE CORR    -          8.60  (seconds)                    DEFLEC18
 LO0733  HORZ ORDER      -  THIRD
 LO0733
 LO0733.The horizontal coordinates were established by classical geodetic methods
 LO0733.and adjusted by the National Geodetic Survey in November 1997.
 LO0733
 LO0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0733
 LO0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0733.GEOID18 height accuracy estimate available here.
 LO0733
 LO0733.Click photographs - Photos may exist for this station.
 LO0733
 LO0733.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0733
 LO0733. The following values were computed from the NAD 83(1994) position.
 LO0733
 LO0733;                    North         East     Units Scale Factor Converg.
 LO0733;SPC UT C     - 2,239,057.949   538,950.203   MT  0.99996326   +0 17 39.4
 LO0733;SPC UT C     - 7,345,975.95  1,768,205.79   sFT  0.99996326   +0 17 39.4
 LO0733;UTM  12      - 4,481,666.943   496,560.294   MT  0.99960015   -0 01 34.9
 LO0733
 LO0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0733!SPC UT C     -   0.99953604  x   0.99996326  =   0.99949931
 LO0733!UTM  12      -   0.99953604  x   0.99960015  =   0.99913637
 LO0733
 LO0733:                Primary Azimuth Mark                     Grid Az
 LO0733:SPC UT C     -  TREE                                     069 47 30.4
 LO0733:UTM  12      -  TREE                                     070 06 44.7
 LO0733
 LO0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK9656081666(NAD 83)
 LO0733
 LO0733|---------------------------------------------------------------------|
 LO0733| PID    Reference Object                     Distance      Geod. Az  |
 LO0733|                                                           dddmmss.s |
 LO0733| LO0732 TREE                                APPROX. 2.3 KM 0700509.8 |
 LO0733|---------------------------------------------------------------------|
 LO0733
 LO0733                          SUPERSEDED SURVEY CONTROL
 LO0733
 LO0733  NAD 83(1993)-  40 29 08.47776(N)    111 02 26.10696(W) AD(       ) 3
 LO0733  NAD 83(1986)-  40 29 08.46423(N)    111 02 26.09726(W) AD(       ) 3
 LO0733  NAD 27      -  40 29 08.66401(N)    111 02 23.50089(W) AD(       ) 3
 LO0733  NGVD 29 (07/19/86) 2971.8    (m)         9750.     (f) VERT ANG       
 LO0733
 LO0733.Superseded values are not recommended for survey control.
 LO0733
 LO0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0733.See file dsdata.pdf to determine how the superseded data were derived.
 LO0733
 LO0733_MARKER: DD = SURVEY DISK
 LO0733_SETTING: 0 = UNSPECIFIED SETTING
 LO0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0733
 LO0733  HISTORY     - Date     Condition        Report By
 LO0733  HISTORY     - 1964     MONUMENTED       USFS
 LO0733
 LO0733                          STATION DESCRIPTION
 LO0733
 LO0733'DESCRIBED BY US FOREST SERVICE 1964
 LO0733'STATION IS LOCATED ABOUT 11.3 MI. AIR SOUTH AND 13.3 MI. AIR EAST OF
 LO0733'KAMAS, UTAH. IT IS LOCATED 0.25 MI. AIR NORTHWEST OF THE WOLF CREEK
 LO0733'GUARD.  STATION IS IN THE CENTER OF SECTION 9, T3S, R7E, ON THE
 LO0733'NORTHEAST PART OF A RIDGE SCATTERED WITH FIR TREES AND SAGE.
 LO0733'
 LO0733'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 189 AND STATE HIGHWAY 35
 LO0733'IN FRANCIS, UTAH, PROCEED IN AN EAST-SOUTHEAST DIRECTION ON STATE
 LO0733'HIGHWAY 35 FOR 9.4 MI. TO THE END OF THE PAVED RD.  THEN PROCEED ALONG
 LO0733'THE GRAVEL RD. FOR 6.6 MI. TO A RD. FORK, A SWITCHBACK AND A MONUMENT
 LO0733'ERECTED TO A JAPANESE PILOT.  PROCEED SOUTH 3.5 MI. TO A T-RD. FORK,
 LO0733'THEN PROCEED SW. 1.0 MI. PASSING THE WOLF CREEK GUARD STATION AND TURN
 LO0733'RIGHT THROUGH THE FOREST SERVICE DUMP, PROCEED ALONG TRACK RD. IN A
 LO0733'NE. DIRECTION TO EDGE OF THE HILL AND STATION.
 LO0733'
 LO0733'STATION MARK - A STANDARD USFS BRONZE TABLET CEMENTED IN A 1 IN. IRON
 LO0733'PIPE FLUSH WITH THE GROUND, TABLET IS STAMPED ---CAMP 1963---.
 LO0733'
 LO0733'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0726 ***********************************************************************
 MR0726  DESIGNATION -  CAMPUS
 MR0726  PID         -  MR0726
 MR0726  STATE/COUNTY-  UT/CACHE
 MR0726  COUNTRY     -  US
 MR0726  USGS QUAD   -  LOGAN (2017)
 MR0726
 MR0726                         *CURRENT SURVEY CONTROL
 MR0726  ______________________________________________________________________
 MR0726* NAD 83(2011) POSITION- 41 44 24.14783(N) 111 48 40.29957(W)   ADJUSTED
 MR0726* NAD 83(2011) ELLIP HT-  1442.757 (meters)        (06/27/12)   ADJUSTED
 MR0726* NAD 83(2011) EPOCH   -  2010.00
 MR0726* NAVD 88 ORTHO HEIGHT -  1458.2   (meters)     4784.    (feet) VERTCON3
 MR0726  ______________________________________________________________________
 MR0726  GEOID HEIGHT    -        -15.437 (meters)                     GEOID18
 MR0726  NAD 83(2011) X  - -1,771,304.178 (meters)                     COMP
 MR0726  NAD 83(2011) Y  - -4,426,068.261 (meters)                     COMP
 MR0726  NAD 83(2011) Z  -  4,225,063.156 (meters)                     COMP
 MR0726  LAPLACE CORR    -         12.80  (seconds)                    DEFLEC18
 MR0726
 MR0726  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MR0726  Standards:
 MR0726         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MR0726            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MR0726  -------------------------------------------------------------------
 MR0726  NETWORK    2.83   6.59           1.19   1.08   3.36      0.34491981
 MR0726  -------------------------------------------------------------------
 MR0726  Click here for local accuracies and other accuracy information.
 MR0726
 MR0726.The horizontal coordinates were established by GPS observations
 MR0726.and adjusted by the National Geodetic Survey in June 2012.
 MR0726
 MR0726.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MR0726.been affixed to the stable North American tectonic plate. See 
 MR0726.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MR0726
 MR0726.The horizontal coordinates are valid at the epoch date displayed above
 MR0726.which is a decimal equivalence of Year/Month/Day.
 MR0726
 MR0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0726
 MR0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0726.GEOID18 height accuracy estimate available here.
 MR0726
 MR0726.Click photographs - Photos may exist for this station.
 MR0726
 MR0726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MR0726
 MR0726.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0726
 MR0726.The ellipsoidal height was determined by GPS observations
 MR0726.and is referenced to NAD 83.
 MR0726
 MR0726. The following values were computed from the NAD 83(2011) position.
 MR0726
 MR0726;                    North         East     Units Scale Factor Converg.
 MR0726;SPC UT N     - 1,156,265.992   474,112.872   MT  0.99999326   -0 12 18.7
 MR0726;SPC UT N     - 3,793,516.01  1,555,485.31   sFT  0.99999326   -0 12 18.7
 MR0726;UTM  12      - 4,621,231.851   432,545.816   MT  0.99965599   -0 32 24.3
 MR0726
 MR0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0726!SPC UT N     -   0.99977376  x   0.99999326  =   0.99976702
 MR0726!UTM  12      -   0.99977376  x   0.99965599  =   0.99942983
 MR0726
 MR0726:                Primary Azimuth Mark                     Grid Az
 MR0726:SPC UT N     -  CAMPUS AZ MK                             308 15 35.7
 MR0726:UTM  12      -  CAMPUS AZ MK                             308 35 41.3
 MR0726
 MR0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM3254521231(NAD 83)
 MR0726
 MR0726|---------------------------------------------------------------------|
 MR0726| PID    Reference Object                     Distance      Geod. Az  |
 MR0726|                                                           dddmmss.s |
 MR0726| CM5272 CAMPUS RM 1                          17.207 METERS 25231     |
 MR0726| CM5271 CAMPUS AZ MK                                       3080317.0 |
 MR0726| MR0728 ATE COLLEGE                          26.402 METERS 32259     |
 MR0726|---------------------------------------------------------------------|
 MR0726
 MR0726                          SUPERSEDED SURVEY CONTROL
 MR0726
 MR0726  NAD 83(2007)-  41 44 24.14748(N)    111 48 40.30069(W) AD(2002.00) 0
 MR0726  ELLIP H (02/10/07) 1442.773  (m)                       GP(2002.00)    
 MR0726  ELLIP H (01/22/02) 1442.800  (m)                       GP(       ) 4 1
 MR0726  NAD 83(1994)-  41 44 24.14657(N)    111 48 40.29885(W) AD(       ) 2
 MR0726  ELLIP H (11/04/97) 1442.811  (m)                       GP(       ) 4 1
 MR0726  NAD 83(1993)-  41 44 24.14658(N)    111 48 40.29862(W) AD(       ) 2
 MR0726  NAD 83(1986)-  41 44 24.13718(N)    111 48 40.28067(W) AD(       ) 2
 MR0726  NAD 27      -  41 44 24.38890(N)    111 48 37.47840(W) AD(       ) 2
 MR0726  NGVD 29 (02/22/93) 1457.1    (m)  UNKNOWN  model used  GPS OBS        
 MR0726  NGVD 29 (07/19/86) 1457.5    (m)         4782.     (f) VERT ANG       
 MR0726
 MR0726.Superseded values are not recommended for survey control.
 MR0726
 MR0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0726.See file dsdata.pdf to determine how the superseded data were derived.
 MR0726
 MR0726_MARKER: DS = TRIANGULATION STATION DISK
 MR0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0726_STAMPING: CAMPUS 1963
 MR0726_MARK LOGO: CGS
 MR0726_MAGNETIC: N = NO MAGNETIC MATERIAL
 MR0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0726+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1992
 MR0726
 MR0726  HISTORY     - Date     Condition        Report By
 MR0726  HISTORY     - 1963     MONUMENTED       CGS
 MR0726  HISTORY     - 1963     GOOD             CGS
 MR0726  HISTORY     - 1977     GOOD             NGS
 MR0726  HISTORY     - 19920713 GOOD             NOS
 MR0726
 MR0726                          STATION DESCRIPTION
 MR0726
 MR0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MR0726'THE STATION IS ABOUT 1-1/2 MILES EAST OF THE CENTER OF THE TOWN
 MR0726'OF LOGAN AND ON THE SOUTH SIDE OF THE UTAH STATE COLLEGE GROUNDS.
 MR0726'
 MR0726'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LOGAN, GO
 MR0726'NORTH ON HIGHWAY 91 AND 89 FOR 0.3 MILE TO THEIR JUNCTION.  TURN
 MR0726'RIGHT AND GO EAST ON U.S. HIGHWAY 89 FOR 1.3 MILES TO A DRIVEWAY
 MR0726'LEADING INTO THE COLLEGE GROUNDS AND THE STATION.
 MR0726'
 MR0726'THE STATION MARK IS A STANDARD DISK, STAMPED CAMPUS 1963, SET
 MR0726'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 MR0726'GROUND.  IT IS 89 FEET WEST OF A METAL LIGHT POLE, 182 FEET
 MR0726'SOUTH OF THE SOUTHEAST CORNER OF THE LIBRARY, 74 FEET EAST OF
 MR0726'THE CENTERLINE OF THE DRIVEWAY LEADING INTO THE COLLEGE GROUNDS,
 MR0726'49 FEET NORTH OF THE CENTERLINE OF THE MEDIAN OF U.S. HIGHWAY
 MR0726'89 AND 20 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST PAVED
 MR0726'ROAD.
 MR0726'
 MR0726'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAMPUS NO 1 1963,
 MR0726'CEMENTED IN A DRILL HOLE IN THE TOP OF THE EAST CONCRETE
 MR0726'CURBING OF THE DRIVEWAY LEADING INTO THE COLLEGE GROUNDS.  IT
 MR0726'IS 204 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 MR0726'LIBRARY, 52 FEET NORTH OF THE CENTERLINE OF THE MEDIAN OF U.S.
 MR0726'HIGHWAY 89, 46 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 MR0726'PAVED ROAD AND 18 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY
 MR0726'LEADING INTO THE COLLEGE GROUNDS.
 MR0726'
 MR0726'BENCH MARK ATE COLLEGE IS A STANDARD DISK, STAMPED ATE COLLEGE,
 MR0726'CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDE WALK 4 INCHES BELOW
 MR0726'THE SURFACE.  139 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 MR0726'OF THE LIBRARY, 20 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH
 MR0726'PAVED ROAD AND 34 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST
 MR0726'PAVED ROAD.
 MR0726'
 MR0726'AZIMUTH MARK IS A STANDARD DISK, STAMPED CAMPUS 1963, CEMENTED IN
 MR0726'A DRILL HOLE IN THE TOP OF THE EAST CONCRETE CURBING OF A
 MR0726'NORTH-SOUTH PAVED ROAD.  IT IS 200 FEET SOUTHWEST OF THE SOUTHWEST
 MR0726'CORNER OF THE WIDTSOE HALL BUILDING, 27.5 FEET EAST OF A FIRE
 MR0726'HYDRANT, 27 FEET WEST OF A SIDE WALK AND 11.5 FEET EAST OF THE
 MR0726'CENTERLINE OF A NORTH-SOUTH PAVED ROAD.
 MR0726
 MR0726                          STATION RECOVERY (1963)
 MR0726
 MR0726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MR0726'RECOVERED IN GOOD CONDITION.
 MR0726
 MR0726                          STATION RECOVERY (1977)
 MR0726
 MR0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TGR)
 MR0726'STATION MARK AND AZIMUTH MARK RECOVERED AS DESCRIBED.
 MR0726'
 MR0726'RM 1 AND BM ATE COLLEGE SEARCHED FOR BUT NOT FOUND.
 MR0726'
 MR0726'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MR0726'AT LOGAN, UTAH STATE UNIVERSITY CAMPUS.
 MR0726
 MR0726                          STATION RECOVERY (1992)
 MR0726
 MR0726'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 MR0726'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0813 ***********************************************************************
 HN0813  DESIGNATION -  CANAAN
 HN0813  PID         -  HN0813
 HN0813  STATE/COUNTY-  UT/GARFIELD
 HN0813  COUNTRY     -  US
 HN0813  USGS QUAD   -  CANAAN PEAK (2017)
 HN0813
 HN0813                         *CURRENT SURVEY CONTROL
 HN0813  ______________________________________________________________________
 HN0813* NAD 83(1994) POSITION- 37 36 31.42693(N) 111 48 03.18922(W)   ADJUSTED
 HN0813* NAVD 88 ORTHO HEIGHT -  2833.9   (meters)     9298.    (feet) VERTCON3
 HN0813  ______________________________________________________________________
 HN0813  GEOID HEIGHT    -        -20.336 (meters)                     GEOID18
 HN0813  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 HN0813  HORZ ORDER      -  THIRD
 HN0813
 HN0813.The horizontal coordinates were established by classical geodetic methods
 HN0813.and adjusted by the National Geodetic Survey in November 1997.
 HN0813
 HN0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0813
 HN0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0813.GEOID18 height accuracy estimate available here.
 HN0813
 HN0813.Click photographs - Photos may exist for this station.
 HN0813
 HN0813.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0813
 HN0813. The following values were computed from the NAD 83(1994) position.
 HN0813
 HN0813;                    North         East     Units Scale Factor Converg.
 HN0813;SPC UT S     - 3,104,595.789   473,433.874   MT  0.99995596   -0 11 03.7
 HN0813;SPC UT S     -10,185,661.35  1,553,257.63   sFT  0.99995596   -0 11 03.7
 HN0813;UTM  12      - 4,162,705.722   429,311.817   MT  0.99966155   -0 29 19.6
 HN0813
 HN0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0813!SPC UT S     -   0.99955868  x   0.99995596  =   0.99951466
 HN0813!UTM  12      -   0.99955868  x   0.99966155  =   0.99922038
 HN0813
 HN0813:                Primary Azimuth Mark                     Grid Az
 HN0813:SPC UT S     -  STUMP                                    271 36 54.3
 HN0813:UTM  12      -  STUMP                                    271 55 10.2
 HN0813
 HN0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG2931162705(NAD 83)
 HN0813
 HN0813|---------------------------------------------------------------------|
 HN0813| PID    Reference Object                     Distance      Geod. Az  |
 HN0813|                                                           dddmmss.s |
 HN0813| HN0815 STUMP                               APPROX.10.6 KM 2712550.6 |
 HN0813|---------------------------------------------------------------------|
 HN0813
 HN0813                          SUPERSEDED SURVEY CONTROL
 HN0813
 HN0813  NAD 83(1986)-  37 36 31.42340(N)    111 48 03.19282(W) AD(       ) 3
 HN0813  NAD 27      -  37 36 31.47843(N)    111 48 00.54496(W) AD(       ) 3
 HN0813  NGVD 29 (07/19/86) 2832.5    (m)         9293.     (f) VERT ANG       
 HN0813
 HN0813.Superseded values are not recommended for survey control.
 HN0813
 HN0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0813.See file dsdata.pdf to determine how the superseded data were derived.
 HN0813
 HN0813_MARKER: DB = BENCH MARK DISK
 HN0813_SETTING: 66 = SET IN ROCK OUTCROP
 HN0813_STAMPING: CANAAN 1959
 HN0813_MARK LOGO: USGS
 HN0813_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0813+STABILITY: POSITION/ELEVATION WELL
 HN0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0813+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2020
 HN0813
 HN0813  HISTORY     - Date     Condition        Report By
 HN0813  HISTORY     - 1959     MONUMENTED       USGS
 HN0813  HISTORY     - 20200925 GOOD             INDIV
 HN0813
 HN0813                          STATION DESCRIPTION
 HN0813
 HN0813'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0813'LOCATED ABOUT 15.3 MI. (AIRLINE) SW. OF ESCALANTE, ABOUT 15.4 MI. E.
 HN0813'OF TROPIC, ABOUT 7.2 MI. SE. OF TABLE CLIFF, 60 FT. S. OF THE OPEN
 HN0813'TOP, ON A BROKEN RIDGE EXTENDING TO THE S.
 HN0813'
 HN0813'FOUND AS DESCRIBED WITH ALL MARKS IN GOOD CONDITION.  STATION WAS
 HN0813'REACHED BY HELICOPTER.
 HN0813'
 HN0813'STATION MARK--STANDARD TABLET, STAMPED ---CANAAN 1959---, CEMENTED IN
 HN0813'ROCK IN PLACE.
 HN0813'
 HN0813'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HN0813'1 1959---, CEMENTED IN ROCK IN PLACE, 14.8 FT. FROM AND 3 FT. LOWER
 HN0813'THAN STATION MARK, S 49 DEG 42 MIN E.
 HN0813'
 HN0813'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HN0813'2 1959---, CEMENTED IN ROCK IN PLACE, 18.1 FT. FROM AND 2 FT. HIGHER
 HN0813'THAN STATION MARK, N 23 DEG 45 MIN W.
 HN0813
 HN0813                          STATION RECOVERY (2020)
 HN0813
 HN0813'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (TWG)
 HN0813'TO REACH FROM THE HENRIEVILLE UTAH POST OFFICE, GO EAST ON UT-12 FOR
 HN0813'15.4 MI (24.8 KM).  THEN TURN RIGHT (SOUTH) ONTO FOREST ROAD 146.
 HN0813'THIS IS ALSO AT VIRTUAL MILE MARKER 44.6.  FOLLOW FR-146 FOR 4.6 MI
 HN0813'(7.4 KM), DISREGARDING ALL SIDE ROADS, THEN TURN RIGHT ONTO A LESSER
 HN0813'ROAD AND PARK.  FROM HERE FOLLOW THE CANAAN MOUNTAIN TRAIL #005 FOR 2
 HN0813'MI (3.2 KM).  THEN LEAVE THE TRAIL TO THE LEFT AND ASCEND THE WEST
 HN0813'SIDE RIDGE TO THE SUMMIT OF THE PEAK.
 HN0813'
 HN0813'THE MARK IS LOCATED SOUTH OF THE SUMMIT.  THE PROTRUDING RIDGE UPON
 HN0813'WHICH THE MARK IS LOCATED IS CRUMBLING AWAY WITH MANY CRACKS AND
 HN0813'FRACTURES IN THE BRITTLE ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0647 ***********************************************************************
 LN0647  DESIGNATION -  CANAL
 LN0647  PID         -  LN0647
 LN0647  STATE/COUNTY-  UT/UINTAH
 LN0647  COUNTRY     -  US
 LN0647  USGS QUAD   -  VERNAL SW (2017)
 LN0647
 LN0647                         *CURRENT SURVEY CONTROL
 LN0647  ______________________________________________________________________
 LN0647* NAD 83(2011) POSITION- 40 19 00.49684(N) 109 44 38.28047(W)   ADJUSTED
 LN0647* NAD 83(2011) ELLIP HT-  1602.929 (meters)        (06/27/12)   ADJUSTED
 LN0647* NAD 83(2011) EPOCH   -  2010.00
 LN0647* NAVD 88 ORTHO HEIGHT -  1620.5   (meters)     5317.    (feet) VERTCON3
 LN0647  ______________________________________________________________________
 LN0647  GEOID HEIGHT    -        -17.549 (meters)                     GEOID18
 LN0647  NAD 83(2011) X  - -1,645,591.980 (meters)                     COMP
 LN0647  NAD 83(2011) Y  - -4,584,871.237 (meters)                     COMP
 LN0647  NAD 83(2011) Z  -  4,105,907.380 (meters)                     COMP
 LN0647  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 LN0647
 LN0647  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LN0647  Standards:
 LN0647         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LN0647            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LN0647  -------------------------------------------------------------------
 LN0647  NETWORK    2.10   7.84           0.97   0.70   4.00     -0.13801367
 LN0647  -------------------------------------------------------------------
 LN0647  Click here for local accuracies and other accuracy information.
 LN0647
 LN0647.The horizontal coordinates were established by GPS observations
 LN0647.and adjusted by the National Geodetic Survey in June 2012.
 LN0647
 LN0647.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LN0647.been affixed to the stable North American tectonic plate. See 
 LN0647.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LN0647
 LN0647.The horizontal coordinates are valid at the epoch date displayed above
 LN0647.which is a decimal equivalence of Year/Month/Day.
 LN0647
 LN0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0647
 LN0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0647.GEOID18 height accuracy estimate available here.
 LN0647
 LN0647.Click photographs - Photos may exist for this station.
 LN0647
 LN0647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LN0647
 LN0647.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0647
 LN0647.The ellipsoidal height was determined by GPS observations
 LN0647.and is referenced to NAD 83.
 LN0647
 LN0647. The following values were computed from the NAD 83(2011) position.
 LN0647
 LN0647;                    North         East     Units Scale Factor Converg.
 LN0647;SPC UT C     - 2,221,670.688   649,239.738   MT  0.99993412   +1 07 29.6
 LN0647;SPC UT C     - 7,288,931.25  2,130,047.37   sFT  0.99993412   +1 07 29.6
 LN0647;UTM  12      - 4,463,677.308   606,718.907   MT  0.99974019   +0 48 45.9
 LN0647
 LN0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0647!SPC UT C     -   0.99974861  x   0.99993412  =   0.99968274
 LN0647!UTM  12      -   0.99974861  x   0.99974019  =   0.99948886
 LN0647
 LN0647:                Primary Azimuth Mark                     Grid Az
 LN0647:SPC UT C     -  CANAL AZ MK                              164 30 20.5
 LN0647:UTM  12      -  CANAL AZ MK                              164 49 04.2
 LN0647
 LN0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK0671863677(NAD 83)
 LN0647
 LN0647|---------------------------------------------------------------------|
 LN0647| PID    Reference Object                     Distance      Geod. Az  |
 LN0647|                                                           dddmmss.s |
 LN0647| CP4644 CANAL RM 1                           10.428 METERS 02459     |
 LN0647| CP4645 CANAL RM 2                           10.042 METERS 10808     |
 LN0647| CP4643 CANAL AZ MK                                        1653750.1 |
 LN0647|---------------------------------------------------------------------|
 LN0647
 LN0647                          SUPERSEDED SURVEY CONTROL
 LN0647
 LN0647  NAD 83(2007)-  40 19 00.49621(N)    109 44 38.28094(W) AD(2002.00) 0
 LN0647  ELLIP H (02/10/07) 1602.940  (m)                       GP(2002.00)    
 LN0647  ELLIP H (01/22/02) 1602.876  (m)                       GP(       ) 4 1
 LN0647  NAD 83(1994)-  40 19 00.49517(N)    109 44 38.27978(W) AD(       ) 1
 LN0647  ELLIP H (11/04/97) 1602.904  (m)                       GP(       ) 4 1
 LN0647  NAD 83(1993)-  40 19 00.49495(N)    109 44 38.27958(W) AD(       ) 1
 LN0647  NAD 83(1986)-  40 19 00.47117(N)    109 44 38.27021(W) AD(       ) 1
 LN0647  NAD 27      -  40 19 00.61300(N)    109 44 35.75600(W) AD(       ) 1
 LN0647  NGVD 29 (12/30/92) 1619.3    (m)  UNKNOWN  model used  GPS OBS        
 LN0647  NGVD 29 (07/19/86) 1619.4    (m)         5313.     (f) VERT ANG       
 LN0647
 LN0647.Superseded values are not recommended for survey control.
 LN0647
 LN0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0647.See file dsdata.pdf to determine how the superseded data were derived.
 LN0647
 LN0647_MARKER: DS = TRIANGULATION STATION DISK
 LN0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0647_STAMPING: CANAL 1936
 LN0647_MARK LOGO: CGS
 LN0647_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LN0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0647+STABILITY: SURFACE MOTION
 LN0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0647+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2009
 LN0647
 LN0647  HISTORY     - Date     Condition        Report By
 LN0647  HISTORY     - 1936     MONUMENTED       CGS
 LN0647  HISTORY     - 1936     GOOD             CGS
 LN0647  HISTORY     - 1947     GOOD             CGS
 LN0647  HISTORY     - 1961     GOOD             CGS
 LN0647  HISTORY     - 19920730 GOOD             NOS
 LN0647  HISTORY     - 20091021 GOOD             GEOCAC
 LN0647
 LN0647                          STATION DESCRIPTION
 LN0647
 LN0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 LN0647'ABOUT 13 MILES E AND 1 MILE N OF ROOSEVELT, 6 MILES E AND 2
 LN0647'MILES N OF FORT DUCHESNE, 0.3 MILE N OF U.S. HIGHWAY 40, 0.05
 LN0647'MILE W OF OURAY VALLEY CANAL, ON TOP OF SMALL DIVIDE BETWEEN
 LN0647'THE UINTA RIVER AND HOLLOW CREEK, IN NE CORNER OF SEC. 11,
 LN0647'T 6 S, R 2 E.  TO REACH FROM N EDGE OF ROOSEVELT FOLLOW U.S.
 LN0647'HIGHWAY 40 E 7.2 MILES TO BRIDGE OVER UINTAH RIVER.  CONTINUE
 LN0647'E ON HIGHWAY 6.3 MILES TO METAL CORRUGATED CULVERT WHICH
 LN0647'CROSSES HIGHWAY AT TOP OF RIDGE.  LEAVE HIGHWAY JUST W OF
 LN0647'CULVERT AND GO N AND NW ON DIM ROAD ALONG W SIDE OF DRY
 LN0647'CANAL 0.2 MILE TO DIM CROSSROADS.  CONTINUE NW ALONG
 LN0647'CANAL ON DIM ROAD 0.15 MILE.  TURN LEFT, LEAVING CANAL, AND
 LN0647'GO WSW ALONG TOP OF SMALL RIDGE 0.5 MILE TO STATION SITE.
 LN0647'STATION RIDGE IS SANDY.  SURFACE AND UNDERGROUND MARKS ARE
 LN0647'STANDARD DISKS IN CONCRETE  REFERENCE
 LN0647'AND AZIMUTH MARKS ARE STANDARD DISKS IN CONCRETE POSTS,
 LN0647'NO. 1 PROJECTS 8 INCHES, AND IS 10.434 METERS
 LN0647'(34.23 FEET) NNE OF STATION N 24 DEG 59 MIN E.
 LN0647'NO. 2 PROJECTS 6 INCHES AND IS 10.050 METERS (32.97
 LN0647'FEET) ESE OF STATION S 71 DEG 54 MIN E.  DISTANCE
 LN0647'BETWEEN REFERENCE MARKS IS 44.58 FEET.  AZIMUTH MARK PROJECTS
 LN0647'10 INCHES, IS 65 YARDS SW OF FENCE CORNER, 1-1/2 FEET SE OF
 LN0647'RIGHT-OF-WAY FENCE, AND 45 FEET NW OF CENTER LINE OF U.S. HIGHWAY
 LN0647'40, AND 0.3 MILE S OF STATION S 14 DEG 22 MIN E.
 LN0647
 LN0647                          STATION RECOVERY (1936)
 LN0647
 LN0647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 LN0647'RECOVERED IN GOOD CONDITION.
 LN0647
 LN0647                          STATION RECOVERY (1947)
 LN0647
 LN0647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LN0647'STATION RECOVERED AND ALL MARKS FOUND AS DESCRIBED AND IN GOOD
 LN0647'CONDITION.
 LN0647'
 LN0647'THE STATION IS LOCATED ABOUT 12 MILES AIRLINE EAST-NORTHEAST OF
 LN0647'ROOSEVELT, 0.3 MILE NORTH OF U.S. HIGHWAY 40 AND 0.1 MILE
 LN0647'SOUTH-SOUTHWEST OF AN IRRIGATION CANAL ON THE HIGHEST POINT OF
 LN0647'A SMALL, SANDY RIDGE.  THE STATION MARK IS A BRONZE DISK AS
 LN0647'DESCRIBED, PROJECTS 8 INCHES AND IS STAMPED, CANAL
 LN0647'1936.
 LN0647'
 LN0647'REFERENCE MARK NO. 1 IS A BRONZE DISK
 LN0647'PROJECTS 8 INCHES, IS SAME ELEVATION AS STATION MARK AND IS
 LN0647'STAMPED, CANAL NO 1 1936.
 LN0647'
 LN0647'REFERENCE MARK NO. 2 IS A BRONZE DISK
 LN0647'PROJECTS 4 INCHES, 1 FOOT LOWER THAN THE STATION MARK AND IS
 LN0647'STAMPED, CANAL NO 2 1936.
 LN0647'
 LN0647'THE AZIMUTH MARK IS A BRONZE DISK AS DESCRIBED
 LN0647'PROJECTS 10 INCHES, SET 45 FEET NORTH OF U.S. HIGHWAY 40, 22
 LN0647'FEET WEST OF A TRACK ROAD AND IS STAMPED, CANAL 1936.
 LN0647'
 LN0647'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 LN0647'STATE HIGHWAY 88.  GO EAST ON U.S. HIGHWAY 40, 6.3 MILES TO A
 LN0647'TRACK ROAD LEFT AND AZIMUTH MARK ON LEFT.  TURN LEFT ON TRACK
 LN0647'ROAD.  GO 0.3 MILE TO TOP OF RIDGE AND STATION.  A DRIVE STATION.
 LN0647'
 LN0647'OBSERVATIONS MADE FROM A 1.1 M TRIPOD.
 LN0647
 LN0647                          STATION RECOVERY (1961)
 LN0647
 LN0647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RLG)
 LN0647'STATION AND MARKS WERE FOUND AS DESCRIBED IN GOOD CONDITION.
 LN0647
 LN0647                          STATION RECOVERY (1992)
 LN0647
 LN0647'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 LN0647'THE STATION AND RM2 WERE RECOVERED IN GOOD CONDITION, RM1 WAS
 LN0647'RECOVERED BUT FOUND TO BE DISTURBED.
 LN0647'A NEW TO REACH FOLLOWS.
 LN0647'TO REACH THE STATION FROM THE JCT OF STATE ROUTE 40 AND 191 IN VERNAL
 LN0647'GO WEST ON ROUTE 40 FOR 16.5 MI (26.55 KM) TO A CANAL AND TRACK ROAD.
 LN0647'THE TRACK ROAD IS 2.5 MI (4.02 KM) WEST OF ROUTE 88 SOUTHWEST OF THE
 LN0647'CANAL AND TRACK ROAD). THE TRACK ROAD RUNS ALONG THE WEST OF THE
 LN0647'CANAL, GO .5 MI (0.80 KM) NORTH ON THE TRACK ROAD TO THE STATION ON
 LN0647'THE LEFT.
 LN0647
 LN0647                          STATION RECOVERY (2009)
 LN0647
 LN0647'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LN0647'RM 1 AND RM 2 ALSO FOUND.  AZ NOT FOUND.  US 40 HAS BEEN WIDENED AT
 LN0647'ITS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0539 ***********************************************************************
 JM0539  DESIGNATION -  CANDLESTICK SPIRE
 JM0539  PID         -  JM0539
 JM0539  STATE/COUNTY-  UT/WAYNE
 JM0539  COUNTRY     -  US
 JM0539  USGS QUAD   -  SPANISH BOTTOM (2017)
 JM0539
 JM0539                         *CURRENT SURVEY CONTROL
 JM0539  ______________________________________________________________________
 JM0539* NAD 83(1994) POSITION- 38 10 35.77508(N) 109 59 29.02561(W)   ADJUSTED
 JM0539  ______________________________________________________________________
 JM0539  GEOID HEIGHT    -        -19.962 (meters)                     GEOID18
 JM0539  LAPLACE CORR    -          0.74  (seconds)                    DEFLEC18
 JM0539  HORZ ORDER      -  THIRD
 JM0539
 JM0539.The horizontal coordinates were established by classical geodetic methods
 JM0539.and adjusted by the National Geodetic Survey in November 1997.
 JM0539
 JM0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0539.GEOID18 height accuracy estimate available here.
 JM0539
 JM0539.Click photographs - Photos may exist for this station.
 JM0539
 JM0539.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0539
 JM0539. The following values were computed from the NAD 83(1994) position.
 JM0539
 JM0539;                    North         East     Units Scale Factor Converg.
 JM0539;SPC UT S     - 3,168,647.437   632,176.930   MT  0.99997471   +0 55 27.5
 JM0539;SPC UT S     -10,395,804.13  2,074,067.14   sFT  0.99997471   +0 55 27.5
 JM0539;UTM  12      - 4,225,890.541   588,341.040   MT  0.99969611   +0 37 24.4
 JM0539
 JM0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH8834125890(NAD 83)
 JM0539
 JM0539                          SUPERSEDED SURVEY CONTROL
 JM0539
 JM0539  NAD 83(1986)-  38 10 35.76803(N)    109 59 29.02685(W) AD(       ) 3
 JM0539  NAD 27      -  38 10 35.82069(N)    109 59 26.57193(W) AD(       ) 3
 JM0539
 JM0539.Superseded values are not recommended for survey control.
 JM0539
 JM0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0539.See file dsdata.pdf to determine how the superseded data were derived.
 JM0539
 JM0539_MARKER: 89 = SPIRE
 JM0539
 JM0539  HISTORY     - Date     Condition        Report By
 JM0539  HISTORY     - 1963     FIRST OBSERVED   CGS
 JM0539
 JM0539                          STATION DESCRIPTION
 JM0539
 JM0539'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0993 ***********************************************************************
 HN0993  DESIGNATION -  CANE
 HN0993  PID         -  HN0993
 HN0993  STATE/COUNTY-  UT/GARFIELD
 HN0993  COUNTRY     -  US
 HN0993  USGS QUAD   -  CLAY POINT (2017)
 HN0993
 HN0993                         *CURRENT SURVEY CONTROL
 HN0993  ______________________________________________________________________
 HN0993* NAD 83(1994) POSITION- 37 37 48.25868(N) 110 46 21.20130(W)   ADJUSTED
 HN0993* NAVD 88 ORTHO HEIGHT -  1485.6   (meters)     4874.    (feet) VERTCON3
 HN0993  ______________________________________________________________________
 HN0993  GEOID HEIGHT    -        -21.941 (meters)                     GEOID18
 HN0993  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 HN0993  HORZ ORDER      -  SECOND
 HN0993
 HN0993.The horizontal coordinates were established by classical geodetic methods
 HN0993.and adjusted by the National Geodetic Survey in November 1997.
 HN0993
 HN0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0993
 HN0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0993.GEOID18 height accuracy estimate available here.
 HN0993
 HN0993.Click photographs - Photos may exist for this station.
 HN0993
 HN0993.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0993
 HN0993. The following values were computed from the NAD 83(1994) position.
 HN0993
 HN0993;                    North         East     Units Scale Factor Converg.
 HN0993;SPC UT S     - 3,107,171.434   564,209.278   MT  0.99995489   +0 26 44.5
 HN0993;SPC UT S     -10,194,111.61  1,851,076.61   sFT  0.99995489   +0 26 44.5
 HN0993;UTM  12      - 4,164,796.337   520,068.889   MT  0.99960496   +0 08 19.9
 HN0993
 HN0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0993!SPC UT S     -   0.99977037  x   0.99995489  =   0.99972527
 HN0993!UTM  12      -   0.99977037  x   0.99960496  =   0.99937542
 HN0993
 HN0993:                Primary Azimuth Mark                     Grid Az
 HN0993:SPC UT S     -  PINE                                     359 08 29.2
 HN0993:UTM  12      -  PINE                                     359 26 53.8
 HN0993
 HN0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2006864796(NAD 83)
 HN0993
 HN0993|---------------------------------------------------------------------|
 HN0993| PID    Reference Object                     Distance      Geod. Az  |
 HN0993|                                                           dddmmss.s |
 HN0993| CM6190 CANE RM 1                             6.025 METERS 00425     |
 HN0993| CM6191 CANE RM 2                            13.862 METERS 20502     |
 HN0993| CM7796 PINE                                               3593513.7 |
 HN0993|---------------------------------------------------------------------|
 HN0993
 HN0993                          SUPERSEDED SURVEY CONTROL
 HN0993
 HN0993  NAD 83(1986)-  37 37 48.25361(N)    110 46 21.20101(W) AD(       ) 2
 HN0993  NAD 27      -  37 37 48.29049(N)    110 46 18.67409(W) AD(       ) 2
 HN0993  NGVD 29 (07/19/86) 1484.6    (m)         4871.     (f) VERT ANG       
 HN0993
 HN0993.Superseded values are not recommended for survey control.
 HN0993
 HN0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0993.See file dsdata.pdf to determine how the superseded data were derived.
 HN0993
 HN0993_MARKER: DS = TRIANGULATION STATION DISK
 HN0993_SETTING: 66 = SET IN ROCK OUTCROP
 HN0993_STAMPING: CANE 1963
 HN0993_MARK LOGO: CGS
 HN0993_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0993+STABILITY: POSITION/ELEVATION WELL
 HN0993
 HN0993  HISTORY     - Date     Condition        Report By
 HN0993  HISTORY     - 1963     MONUMENTED       CGS
 HN0993
 HN0993                          STATION DESCRIPTION
 HN0993
 HN0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0993'THE STATION IS ABOUT 4 MILES NORTHWEST OF CANE SPRING, 27
 HN0993'MILES NORTH-NORTHEAST OF HOLE-IN-THE-ROCK, 23-1/2 MILES
 HN0993'SOUTHWEST OF HITE, ON A ROUGH, ROCKY BUTTE.
 HN0993'
 HN0993'TO REACH BY HELICOPTER FROM HITE, FLY SOUTHWEST ON A TRUE
 HN0993'COURSE OF 235 DEGREES FOR ABOUT 22-1/2 MILES TO THE STATION.
 HN0993'
 HN0993'THE STATION IS A STANDARD DISK, STAMPED CANE 1963, SET FLUSH
 HN0993'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 10 FEET SOUTH
 HN0993'OF A CAIRN AND IS SURROUNDED BY LARGE BLACK-COLORED BOULDERS.
 HN0993'
 HN0993'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CANE NO 1 1963,
 HN0993'SET FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 2
 HN0993'FEET SOUTH OF THE NORTH EDGE OF THE OUTCROP AND ABOUT 2 FEET
 HN0993'LOWER THAN THE STATION.
 HN0993'
 HN0993'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CANE NO 2 1963,
 HN0993'SET FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 1
 HN0993'FOOT SOUTH OF THE NORTH EDGE OF THE OUTCROP AND ABOUT 2 FEET
 HN0993'LOWER THAN THE STATION.
 HN0993'
 HN0993'PINE (USGS) IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED PINE
 HN0993'1953, SET FLUSH IN A DRILL HOLE IN A BLACK-COLORED BOULDER
 HN0993'NEAR THE NORTH END OF THE BUTTE.  THE MARK WAS USED FOR AN
 HN0993'AZIMUTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0518 ***********************************************************************
 JM0518  DESIGNATION -  CANE
 JM0518  PID         -  JM0518
 JM0518  STATE/COUNTY-  UT/SAN JUAN
 JM0518  COUNTRY     -  US
 JM0518  USGS QUAD   -  EIGHTMILE ROCK (2017)
 JM0518
 JM0518                         *CURRENT SURVEY CONTROL
 JM0518  ______________________________________________________________________
 JM0518* NAD 83(1994) POSITION- 38 18 46.93959(N) 109 32 46.31951(W)   ADJUSTED
 JM0518* NAVD 88 ORTHO HEIGHT -  1898.2   (meters)     6228.    (feet) VERTCON3
 JM0518  ______________________________________________________________________
 JM0518  GEOID HEIGHT    -        -19.464 (meters)                     GEOID18
 JM0518  LAPLACE CORR    -          3.70  (seconds)                    DEFLEC18
 JM0518  HORZ ORDER      -  THIRD
 JM0518
 JM0518.The horizontal coordinates were established by classical geodetic methods
 JM0518.and adjusted by the National Geodetic Survey in November 1997.
 JM0518
 JM0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0518
 JM0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0518.GEOID18 height accuracy estimate available here.
 JM0518
 JM0518.Click photographs - Photos may exist for this station.
 JM0518
 JM0518.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0518
 JM0518. The following values were computed from the NAD 83(1994) position.
 JM0518
 JM0518;                    North         East     Units Scale Factor Converg.
 JM0518;SPC UT S     - 3,184,510.364   670,861.555   MT  0.99999384   +1 11 49.4
 JM0518;SPC UT S     -10,447,847.75  2,200,984.95   sFT  0.99999384   +1 11 49.4
 JM0518;UTM  12      - 4,241,548.036   627,098.475   MT  0.99979894   +0 54 05.1
 JM0518
 JM0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0518!SPC UT S     -   0.99970530  x   0.99999384  =   0.99969915
 JM0518!UTM  12      -   0.99970530  x   0.99979894  =   0.99950430
 JM0518
 JM0518:                Primary Azimuth Mark                     Grid Az
 JM0518:SPC UT S     -  PINON 2                                  251 50 34.8
 JM0518:UTM  12      -  PINON 2                                  252 08 19.1
 JM0518
 JM0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH2709841548(NAD 83)
 JM0518
 JM0518|---------------------------------------------------------------------|
 JM0518| PID    Reference Object                     Distance      Geod. Az  |
 JM0518|                                                           dddmmss.s |
 JM0518| JM0517 PINON 2                             APPROX. 3.9 KM 2530224.2 |
 JM0518|---------------------------------------------------------------------|
 JM0518
 JM0518                          SUPERSEDED SURVEY CONTROL
 JM0518
 JM0518  NAD 83(1986)-  38 18 46.92979(N)    109 32 46.31947(W) AD(       ) 3
 JM0518  NAD 27      -  38 18 46.98457(N)    109 32 43.90732(W) AD(       ) 3
 JM0518  NGVD 29 (07/19/86) 1897.1    (m)         6224.     (f) VERT ANG       
 JM0518
 JM0518.Superseded values are not recommended for survey control.
 JM0518
 JM0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0518.See file dsdata.pdf to determine how the superseded data were derived.
 JM0518
 JM0518_MARKER: DB = BENCH MARK DISK
 JM0518_SETTING: 80 = SET IN A BOULDER
 JM0518_STAMPING: CANE 1954
 JM0518_MARK LOGO: USGS
 JM0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0518+STABILITY: SURFACE MOTION
 JM0518
 JM0518  HISTORY     - Date     Condition        Report By
 JM0518  HISTORY     - 1954     MONUMENTED       USGS
 JM0518
 JM0518                          STATION DESCRIPTION
 JM0518
 JM0518'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0518'LOCATED ABOUT 18 MI. S. OF MOAB, 8 MI. W. OF JUNCTION OF STATE HIGHWAY
 JM0518'46 WITH U.S. HIGHWAY 160, ON THE E. EDGE OF HATCH POINT AND IS ON THE
 JM0518'HIGHEST PART OF A SPARSELY TIMBERED KNOLL.
 JM0518'
 JM0518'TO REACH FROM COUNTY COURTHOUSE IN MOAB, DRIVE S. ON U.S. HIGHWAY 160
 JM0518'FOR 22.7 MI. TO LA SAL JUNCTION, CONTINUE ON U.S. HIGHWAY 160 FOR 6.3
 JM0518'MI. TO SIDE RD. ON RIGHT, TURN RIGHT (W.) OFF MAIN HIGHWAY ONTO DIRT
 JM0518'RD. FOR 2.1 MI. TO T-RD. N., CONTINUE STRAIGHT AHEAD 4.2 MI. TO FORKS,
 JM0518'TAKE RIGHT FORK 5.7 MI. TO FORKS, TAKE RIGHT FORK 2.2 MI. TO
 JM0518'CROSSROADS, TURN RIGHT 2 MI. TO FORKS, TAKE LEFT FORK 0.4 MI. TO
 JM0518'WHERE RD. PASSES THROUGH SADDLE, TURN RIGHT AND DRIVE CROSS-COUNTRY
 JM0518'0.1 MI. TO TOP AND STATION.
 JM0518'
 JM0518'STATION MARK--STANDARD TABLET STAMPED ---CANE 1954--- CEMENTED ON
 JM0518'TOP OF BURIED BOULDER.
 JM0518'
 JM0518'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER ON N. SIDE OF CEDAR
 JM0518'TREE 3.2 FT. ABOVE GROUND, 71.63 FT. FROM STATION MARK,
 JM0518'S 23 DEG 59 MIN W.
 JM0518'
 JM0518'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER ON S. SIDE OF BRANCH OF
 JM0518'A CEDAR TREE 1.7 FT. ABOVE GROUND, 59.56 FT. FROM STATION MARK,
 JM0518'N 13 DEG 17 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0510 ***********************************************************************
 JM0510  DESIGNATION -  CANE SPRINGS
 JM0510  PID         -  JM0510
 JM0510  STATE/COUNTY-  UT/SAN JUAN
 JM0510  COUNTRY     -  US
 JM0510  USGS QUAD   -  LA SAL JUNCTION (2017)
 JM0510
 JM0510                         *CURRENT SURVEY CONTROL
 JM0510  ______________________________________________________________________
 JM0510* NAD 83(1994) POSITION- 38 22 08.42964(N) 109 24 54.07049(W)   ADJUSTED
 JM0510* NAVD 88 ORTHO HEIGHT -  1933.    (meters)     6342.    (feet) VERTCON3
 JM0510  ______________________________________________________________________
 JM0510  GEOID HEIGHT    -        -19.084 (meters)                     GEOID18
 JM0510  LAPLACE CORR    -         10.37  (seconds)                    DEFLEC18
 JM0510  HORZ ORDER      -  SECOND
 JM0510
 JM0510.The horizontal coordinates were established by classical geodetic methods
 JM0510.and adjusted by the National Geodetic Survey in November 1997.
 JM0510
 JM0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0510
 JM0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0510.GEOID18 height accuracy estimate available here.
 JM0510
 JM0510.Click photographs - Photos may exist for this station.
 JM0510
 JM0510.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0510
 JM0510. The following values were computed from the NAD 83(1994) position.
 JM0510
 JM0510;                    North         East     Units Scale Factor Converg.
 JM0510;SPC UT S     - 3,190,969.309   682,193.040   MT  1.00000333   +1 16 38.8
 JM0510;SPC UT S     -10,469,038.47  2,238,161.67   sFT  1.00000333   +1 16 38.8
 JM0510;UTM  12      - 4,247,947.477   638,460.957   MT  0.99983610   +0 59 02.4
 JM0510
 JM0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0510!SPC UT S     -   0.99969978  x   1.00000333  =   0.99970311
 JM0510!UTM  12      -   0.99969978  x   0.99983610  =   0.99953593
 JM0510
 JM0510:                Primary Azimuth Mark                     Grid Az
 JM0510:SPC UT S     -  CANE SPRINGS AZ MK                       329 52 46.3
 JM0510:UTM  12      -  CANE SPRINGS AZ MK                       330 10 22.7
 JM0510
 JM0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH3846047947(NAD 83)
 JM0510
 JM0510|---------------------------------------------------------------------|
 JM0510| PID    Reference Object                     Distance      Geod. Az  |
 JM0510|                                                           dddmmss.s |
 JM0510| CM6193 CANE SPRINGS RM 1                     4.550 METERS 23521     |
 JM0510| CM6192 CANE SPRINGS AZ MK                                 3310925.1 |
 JM0510| CM6194 CANE SPRINGS RM 2                     5.378 METERS 35800     |
 JM0510|---------------------------------------------------------------------|
 JM0510
 JM0510                          SUPERSEDED SURVEY CONTROL
 JM0510
 JM0510  NAD 83(1986)-  38 22 08.41862(N)    109 24 54.07145(W) AD(       ) 2
 JM0510  NAD 27      -  38 22 08.45927(N)    109 24 51.66311(W) AD(       ) 2
 JM0510  NGVD 29 (07/19/86) 1932.     (m)         6339.     (f) VERT ANG       
 JM0510
 JM0510.Superseded values are not recommended for survey control.
 JM0510
 JM0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0510.See file dsdata.pdf to determine how the superseded data were derived.
 JM0510
 JM0510_MARKER: DB = BENCH MARK DISK
 JM0510_SETTING: 80 = SET IN A BOULDER
 JM0510_STAMPING: CAMP SPRING 1934
 JM0510_MARK LOGO: USGS
 JM0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0510+STABILITY: SURFACE MOTION
 JM0510
 JM0510  HISTORY     - Date     Condition        Report By
 JM0510  HISTORY     - 1934     MONUMENTED       USGS
 JM0510  HISTORY     - 1937     GOOD             USGS
 JM0510  HISTORY     - 1958     GOOD             CGS
 JM0510
 JM0510                          STATION DESCRIPTION
 JM0510
 JM0510'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 JM0510'LOCATED ABOUT 13.5 MI. SE. OF MOAB, ABOUT 10 MI. NW. OF LA SAL, ABOUT
 JM0510'8 MI. SSW. OF WILSON, ON THE HIGH, ROLLING MESA LYING ALONG THE N.
 JM0510'SIDE OF BLACK CANYON, E. OF U.S. HIGHWAY 450, AND ABOVE THE OLD
 JM0510'SETTLEMENT OF CANE (OR KANE) SPRINGS, WHICH LIES AT THE NW. FOOT OF
 JM0510'THE MESA, ON THE SE. EXTREMITY OF THE E. AND HIGHEST BENCH OF THE
 JM0510'MESA, 3 MI. SE. OF CANE SPRINGS, 2 MI. E. OF HIGHWAY 450, ABOUT 30
 JM0510'FT. E. OF THE W. EDGE OF THE BENCH, 25 FT. N. OF THE S. EDGE OF THE
 JM0510'BENCH.
 JM0510'
 JM0510'TO REACH THE STATION FROM MOAB, GO SE. ON U.S. HIGHWAY 450 FOR 19.45
 JM0510'MI., OR 3.1 MI. PAST A STUCCO HOUSE AND MAILBOX ON LEFT TO END OF
 JM0510'TRUCK TRAVEL AT E. END OF HIGHWAY BRIDGE AT POINT WHERE HIGHWAY MAKES
 JM0510'A U TURN.  FOLLOW A BROAD, STEEPLY SLOPING, LEDGE NORTHERLY UP W.
 JM0510'FACE OF CLIFF, (PARALLEL TO HIGHWAY), FOR ABOUT 1/4 MI. TO TOP OF THE
 JM0510'FIRST BENCH OF THE MESA, THENCE EASTERLY ACROSS THE SANDY FLAT FOR
 JM0510'ABOUT 5/8 MI. TO MOUTH OF WASH AT NEXT LOW RIDGE, THENCE SE. UP THE
 JM0510'WASH FOR ABOUT 1/2 MI. TO BASE OF S. POINT OF THE E. BENCH OF THE
 JM0510'MESA, THENCE N. UP THE STEEP, ROCKY SLOPE FOR 1/8 MI. TO THE STATION
 JM0510'ON THE SUMMIT.  ABOUT 1-1/2 MI., 40-MINUTES EASY PACKING.
 JM0510'
 JM0510'STATION MARK--STANDARD USGS TRIANGULATION STATION DISK STAMPED
 JM0510'---CANE SPRING 1934---, IT IS SET IN TOP OF A LARGE, FLAT BOULDER.
 JM0510'
 JM0510'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE DISK STAMPED ---CANE
 JM0510'SPRING NO 1 1934---.  IT IS SW. OF THE STATION.
 JM0510'
 JM0510'REFERENCE MARK NO. 2--STANDARD USC AND GS REFERENCE DISK STAMPED
 JM0510'---CANE SPRINGS USGS NO 2---.  IT IS NW. BY W. OF THE STATION, ALONG
 JM0510'THE RIDGE LINE OF THE BENCH.
 JM0510
 JM0510                          STATION RECOVERY (1937)
 JM0510
 JM0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1937 (FGJ)
 JM0510'STATION ABOUT 13-1/2 MILES SE OF MOAB, ABOUT 10 MILES NW
 JM0510'OF LASAL, ABOUT 8 MILES SSW OF WILSON, ON THE HIGH, ROLLING
 JM0510'MESA LYING ALONG THE N SIDE OF BLACK CANYON, E OF U.S. HIGHWAY
 JM0510'450, AND ABOVE THE OLD SETTLEMENT OF CANE (OR KANE) SPRINGS,
 JM0510'WHICH LIES AT THE NW FOOT OF THE MESA, ON THE SE EXTREMITY
 JM0510'OF THE E AND HIGHEST BENCH OF THE MESA, 3 MILES SE OF CANE
 JM0510'SPRINGS, 2 MILES E OF HIGHWAY 450, ABOUT 30 FEET E OF THE
 JM0510'W EDGE OF THE BENCH, 25 FEET N OF THE S EDGE OF THE BENCH.
 JM0510'
 JM0510'STATION MARK IS A STANDARD USGS TRIANGULATION STATION DISK,
 JM0510'STAMPED CANE SPRING 1934, IT IS SET IN TOP OF A LARGE, FLAT,
 JM0510'BOULDER.
 JM0510'
 JM0510'REFERENCE MARK NO. 1 AND AZIMUTH MARK ARE WEDGED IN DRILL
 JM0510'HOLES IN OUTCROPPING BEDROCK.
 JM0510'
 JM0510'REFERENCE MARK NO. 2 IS WEDGED IN DRILL HOLES IN A BOULDER.
 JM0510'
 JM0510'REFERENCE MARK NO. 1, IS A STANDARD USGS REFERENCE DISK,
 JM0510'STAMPED CANE SPRING NO. 1, 1934.  IT IS SW OF THE STATION.
 JM0510'
 JM0510'REFERENCE MARK NO. 2 IS A STANDARD USC AND GS REFERENCE DISK,
 JM0510'STAMPED CANE SPRINGS, USGS NO. 2.  IT IS NW BY W OF THE
 JM0510'STATION, ALONG THE RIDGE LINE OF THE BENCH.
 JM0510'
 JM0510'THE AZIMUTH MARK IS A STANDARD USC AND GS AZIMUTH DISK, STAMPED
 JM0510'CANE SPRINGS USGS 1934.  IT IS APPROXIMATELY 0.4 MILE NNW
 JM0510'OF THE STATION, ALONG THE W RIM OF THE SAME BENCH OF THE
 JM0510'MESA, ON THE FIRST KNOLL N OF THE STATION, ABOUT 1/4 MILE
 JM0510'S OF A PROMINENT PROJECTION OF THE RIM, 4 FEET E OF THE RIM.
 JM0510'
 JM0510'TO REACH THE STATION FROM MOAB, GO SE ON U.S. HIGHWAY 450
 JM0510'FOR 19.45 MILES, OR 3.1 MILES PAST A STUCCO HOUSE AND MAILBOX
 JM0510'ON LEFT TO END OF TRUCK TRAVEL AT E END OF HIGHWAY BRIDGE
 JM0510'AT POINT WHERE HIGHWAY MAKES A U TURN.  FOLLOW A BROAD, STEEPLY
 JM0510'SLOPING, LEDGE NORTHERLY UP W FACE OF CLIFF, (PARALLEL TO
 JM0510'HIGHWAY), FOR ABOUT 1/4 MILE TO TOP OF THE FIRST BENCH OF
 JM0510'THE MESA THENCE EASTERLY ACROSS THE SANDY FLAT FOR ABOUT
 JM0510'5/8 MILE TO MOUTH OF WASH AT NEXT LOW RIDGE, THENCE SE UP
 JM0510'THE WASH FOR ABOUT 1/2 MILE TO BASE OF S POINT OF THE E BENCH
 JM0510'OF THE MESA, THENCE N UP THE STEEP, ROCKY SLOPE FOR 1/8
 JM0510'MILE TO THE STATION ON THE SUMMIT.  ABOUT 1-1/2 MILES, 40
 JM0510'MINUTES EASY PACKING.
 JM0510'
 JM0510'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 JM0510
 JM0510                          STATION RECOVERY (1958)
 JM0510
 JM0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JDA)
 JM0510'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 JM0510'WERE RECOVERED AND IN GOOD CONDITION.
 JM0510'
 JM0510'THIS IS NOW A DRIVE STATION.  SEE RECONNAISSANCE DESCRIPTION
 JM0510'FOR NEW ROUTE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0520 ***********************************************************************
 HO0520  DESIGNATION -  CANNONVILLE
 HO0520  PID         -  HO0520
 HO0520  STATE/COUNTY-  UT/GARFIELD
 HO0520  COUNTRY     -  US
 HO0520  USGS QUAD   -  CANNONVILLE (2017)
 HO0520
 HO0520                         *CURRENT SURVEY CONTROL
 HO0520  ______________________________________________________________________
 HO0520* NAD 83(1994) POSITION- 37 34 24.22669(N) 112 00 46.16664(W)   ADJUSTED
 HO0520* NAVD 88 ORTHO HEIGHT -  2020.5   (meters)     6629.    (feet) VERTCON3
 HO0520  ______________________________________________________________________
 HO0520  GEOID HEIGHT    -        -20.495 (meters)                     GEOID18
 HO0520  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 HO0520  HORZ ORDER      -  THIRD
 HO0520
 HO0520.The horizontal coordinates were established by classical geodetic methods
 HO0520.and adjusted by the National Geodetic Survey in November 1997.
 HO0520
 HO0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0520
 HO0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0520.GEOID18 height accuracy estimate available here.
 HO0520
 HO0520.Click photographs - Photos may exist for this station.
 HO0520
 HO0520.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0520
 HO0520. The following values were computed from the NAD 83(1994) position.
 HO0520
 HO0520;                    North         East     Units Scale Factor Converg.
 HO0520;SPC UT S     - 3,100,755.819   454,699.856   MT  0.99995802   -0 18 51.1
 HO0520;SPC UT S     -10,173,063.05  1,491,794.44   sFT  0.99995802   -0 18 51.1
 HO0520;UTM  12      - 4,158,966.227   410,562.899   MT  0.99969853   -0 37 03.5
 HO0520
 HO0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0520!SPC UT S     -   0.99968626  x   0.99995802  =   0.99964429
 HO0520!UTM  12      -   0.99968626  x   0.99969853  =   0.99938489
 HO0520
 HO0520:                Primary Azimuth Mark                     Grid Az
 HO0520:SPC UT S     -  TROPIC                                   321 39 48.9
 HO0520:UTM  12      -  TROPIC                                   321 58 01.3
 HO0520
 HO0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG1056258966(NAD 83)
 HO0520
 HO0520|---------------------------------------------------------------------|
 HO0520| PID    Reference Object                     Distance      Geod. Az  |
 HO0520|                                                           dddmmss.s |
 HO0520| HO0519 TROPIC                              APPROX. 8.7 KM 3212057.8 |
 HO0520|---------------------------------------------------------------------|
 HO0520
 HO0520                          SUPERSEDED SURVEY CONTROL
 HO0520
 HO0520  NAD 83(1986)-  37 34 24.22284(N)    112 00 46.17013(W) AD(       ) 3
 HO0520  NAD 27      -  37 34 24.28388(N)    112 00 43.48939(W) AD(       ) 3
 HO0520  NGVD 29 (07/19/86) 2019.2    (m)         6625.     (f) VERT ANG       
 HO0520
 HO0520.Superseded values are not recommended for survey control.
 HO0520
 HO0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0520.See file dsdata.pdf to determine how the superseded data were derived.
 HO0520
 HO0520_MARKER: DD = SURVEY DISK
 HO0520_SETTING: 66 = SET IN ROCK OUTCROP
 HO0520_STAMPING: CANNONVILLE 1959
 HO0520_MARK LOGO: USGS
 HO0520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0520+STABILITY: POSITION/ELEVATION WELL
 HO0520
 HO0520  HISTORY     - Date     Condition        Report By
 HO0520  HISTORY     - 1959     MONUMENTED       USGS
 HO0520
 HO0520                          STATION DESCRIPTION
 HO0520
 HO0520'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HO0520'LOCATED ABOUT 2 MI. (AIRLINE) W. OF HENRIEVILLE, 2 MI. NE. OF
 HO0520'CANNONVILLE, ABOUT 1 MI. N. OF STATE HIGHWAY 82, 200 FT. N. OF THE S.
 HO0520'RIM OF THE TOP, ON A SMALL SANDY KNOLL COVERED WITH GRASS.  THERE IS
 HO0520'AN OLD ABANDONED COAL MINE ON THE S. FACE OF THE RIM.
 HO0520'
 HO0520'TO REACH FROM THE POST OFFICE IN CANNONVILLE, GO N. 0.3 MI. TO
 HO0520'HIGHWAY 54 (STATE), TURN RIGHT (E.) AND FOLLOW STATE HIGHWAY 54 FOR
 HO0520'2.6 MI. TO A SIDE RD. ON LEFT, TURN LEFT AND FOLLOW THE DIRT RD. NW.
 HO0520'FOR 0.8 MI. TO END OF TRUCK TRAVEL.  PACK AROUND THE W. SIDE WORKING
 HO0520'YOUR WAY TO THE TOP AND THEN TRAVEL S. TO THE END OF THE PLATEAU AND
 HO0520'THE STATION MARK.
 HO0520'
 HO0520'STATION MARK--STANDARD TABLET, STAMPED ---CANNONVILLE 1959---,
 HO0520'CEMENTED IN DRILL HOLE IN ROCK IN PLACE.
 HO0520'
 HO0520'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, DRIVEN IN THE STUMP
 HO0520'OF A JUNIPER TREE, 57.05 FT. FROM STATION MARK, S 06 DEG 05 MIN W.
 HO0520'
 HO0520'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, DRIVEN IN A JUNIPER
 HO0520'TREE, 64.75 FT. FROM STATION MARK, N 68 DEG 40 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0525 ***********************************************************************
 HO0525  DESIGNATION -  CANYON
 HO0525  PID         -  HO0525
 HO0525  STATE/COUNTY-  UT/GARFIELD
 HO0525  COUNTRY     -  US
 HO0525  USGS QUAD   -  WILSON PEAK (2017)
 HO0525
 HO0525                         *CURRENT SURVEY CONTROL
 HO0525  ______________________________________________________________________
 HO0525* NAD 83(1994) POSITION- 37 43 15.22286(N) 112 15 43.66215(W)   ADJUSTED
 HO0525* NAVD 88 ORTHO HEIGHT -  2385.9   (meters)     7828.    (feet) VERTCON3
 HO0525  ______________________________________________________________________
 HO0525  GEOID HEIGHT    -        -20.050 (meters)                     GEOID18
 HO0525  LAPLACE CORR    -          2.72  (seconds)                    DEFLEC18
 HO0525  HORZ ORDER      -  SECOND
 HO0525
 HO0525.The horizontal coordinates were established by classical geodetic methods
 HO0525.and adjusted by the National Geodetic Survey in November 1997.
 HO0525
 HO0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0525
 HO0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0525.GEOID18 height accuracy estimate available here.
 HO0525
 HO0525.Click photographs - Photos may exist for this station.
 HO0525
 HO0525.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0525
 HO0525. The following values were computed from the NAD 83(1994) position.
 HO0525
 HO0525;                    North         East     Units Scale Factor Converg.
 HO0525;SPC UT S     - 3,117,275.528   432,811.461   MT  0.99995190   -0 28 01.0
 HO0525;SPC UT S     -10,227,261.46  1,419,982.27   sFT  0.99995190   -0 28 01.0
 HO0525;UTM  12      - 4,175,598.125   388,767.560   MT  0.99975239   -0 46 20.2
 HO0525
 HO0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0525!SPC UT S     -   0.99962888  x   0.99995190  =   0.99958080
 HO0525!UTM  12      -   0.99962888  x   0.99975239  =   0.99938137
 HO0525
 HO0525:                Primary Azimuth Mark                     Grid Az
 HO0525:SPC UT S     -  PINE                                     112 06 11.5
 HO0525:UTM  12      -  PINE                                     112 24 30.7
 HO0525
 HO0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG8876775598(NAD 83)
 HO0525
 HO0525|---------------------------------------------------------------------|
 HO0525| PID    Reference Object                     Distance      Geod. Az  |
 HO0525|                                                           dddmmss.s |
 HO0525| CH2870 CANYON RM 1                           9.855 METERS 10354     |
 HO0525| HO0524 PINE                                APPROX. 4.7 KM 1113810.5 |
 HO0525| CH2871 CANYON RM 2                           7.030 METERS 29841     |
 HO0525|---------------------------------------------------------------------|
 HO0525
 HO0525                          SUPERSEDED SURVEY CONTROL
 HO0525
 HO0525  NAD 83(1986)-  37 43 15.22201(N)    112 15 43.66903(W) AD(       ) 2
 HO0525  NAD 27      -  37 43 15.29273(N)    112 15 40.95214(W) AD(       ) 2
 HO0525  NGVD 29 (07/19/86) 2384.5    (m)         7823.     (f) VERT ANG       
 HO0525
 HO0525.Superseded values are not recommended for survey control.
 HO0525
 HO0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0525.See file dsdata.pdf to determine how the superseded data were derived.
 HO0525
 HO0525_MARKER: DD = SURVEY DISK
 HO0525_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HO0525+WITH SETTING: INFORMATION.
 HO0525_STAMPING: CANYON 1971
 HO0525_MARK LOGO: USGS
 HO0525_PROJECTION: FLUSH
 HO0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0525+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 HO0525
 HO0525  HISTORY     - Date     Condition        Report By
 HO0525  HISTORY     - 1971     MONUMENTED       USGS
 HO0525  HISTORY     - 20110709 GOOD             GEOCAC
 HO0525  HISTORY     - 20120612 GOOD             GEOCAC
 HO0525
 HO0525                          STATION DESCRIPTION
 HO0525
 HO0525'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HO0525'LOCATED 12 MI (AIRLINE) SE. OF PANGUITCH.  6 MI NW. OF THE
 HO0525'JCT. STATE HIGHWAY 22 AND STATE HIGHWAY 12.  AT THE TOP OF RED
 HO0525'CANYON.  AT THE X-RD. LEADING NE. TO TOM BEST SPRING.  120 FT N. OF
 HO0525'STATE HIGHWAY 12.  211 FT NW. OF CENTERLINE RD. INTERSECTION TO
 HO0525'TOM BEST SPRING.  5 FT S. OF WIRE FENCE.  5.8 FT N. OF WITNESS
 HO0525'POST.
 HO0525'
 HO0525'TO REACH FROM PANGUITCH, UTAH.  DRIVE 7.0 MI SW. ON STATE HIGHWAY
 HO0525'89.  TURN LEFT (E.) 8.2 MI ON STATE HIGHWAY 12 TO RD. LEADING
 HO0525'N. TO TOM BEST SPRINGS.
 HO0525'
 HO0525'STATION MARK--A STANDARD TABLET STAMPED CANYON 1971 FASTENED TO
 HO0525'COPPERWELD ROD SET FLUSH WITH THE GROUND.
 HO0525'
 HO0525'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED CANYON NO 1
 HO0525'1971.  FASTENED TO COPPERWELD ROD FLUSH WITH THE GROUND, 0.8 FT
 HO0525'BELOW STATION MARK.
 HO0525'
 HO0525'REFERENCE MARK NO. 2--A STANDARD USGS TABLET STAMPED CANYON
 HO0525'NO 2 1971 FASTENED TO COPPERWELD ROD FLUSH WITH THE GROUND, 0.1
 HO0525'FT ABOVE STATION MARK.
 HO0525
 HO0525                          STATION RECOVERY (2011)
 HO0525
 HO0525'RECOVERY NOTE BY GEOCACHING 2011 (BA)
 HO0525'RECOVERED STATION CANYON ALONG WITH RM 1 AND RM 2, ALL IN GOOD
 HO0525'CONDITION.
 HO0525
 HO0525                          STATION RECOVERY (2012)
 HO0525
 HO0525'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0525'RECOVERED AS DESCRIBED.  THE STATION MARK, RM1 AND RM2 ALL IN GOOD
 HO0525'CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0557 ***********************************************************************
 JM0557  DESIGNATION -  CANYONLANDS AIRPORT ARP
 JM0557  PID         -  JM0557
 JM0557  STATE/COUNTY-  UT/GRAND
 JM0557  COUNTRY     -  US
 JM0557  USGS QUAD   -  KLONDIKE BLUFFS (2017)
 JM0557
 JM0557                         *CURRENT SURVEY CONTROL
 JM0557  ______________________________________________________________________
 JM0557* NAD 83(1994) POSITION- 38 45 34.18539(N) 109 44 48.49707(W)   ADJUSTED
 JM0557* NAVD 88 ORTHO HEIGHT -  1387.4   (meters)     4552.    (feet) VERTCON3
 JM0557  ______________________________________________________________________
 JM0557  GEOID HEIGHT    -        -20.723 (meters)                     GEOID18
 JM0557  LAPLACE CORR    -          0.53  (seconds)                    DEFLEC18
 JM0557  HORZ ORDER      -  THIRD
 JM0557
 JM0557.This mark is at Canyonlands Field Airport (CNY)
 JM0557
 JM0557.The horizontal coordinates were established by classical geodetic methods
 JM0557.and adjusted by the National Geodetic Survey in November 1997.
 JM0557
 JM0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0557
 JM0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0557.GEOID18 height accuracy estimate available here.
 JM0557
 JM0557.Click photographs - Photos may exist for this station.
 JM0557
 JM0557.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0557
 JM0557. The following values were computed from the NAD 83(1994) position.
 JM0557
 JM0557;                    North         East     Units Scale Factor Converg.
 JM0557;SPC UT C     - 2,048,807.654   652,387.225   MT  1.00007338   +1 07 23.0
 JM0557;SPC UT C     - 6,721,796.44  2,140,373.75   sFT  1.00007338   +1 07 23.0
 JM0557;UTM  12      - 4,290,833.700   608,884.678   MT  0.99974599   +0 47 04.7
 JM0557
 JM0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0557!SPC UT C     -   0.99978561  x   1.00007338  =   0.99985898
 JM0557!UTM  12      -   0.99978561  x   0.99974599  =   0.99953166
 JM0557
 JM0557:                Primary Azimuth Mark                     Grid Az
 JM0557:SPC UT C     -  CANYONLANDS AIRPORT ARP STA A            343 12 16.4
 JM0557:UTM  12      -  CANYONLANDS AIRPORT ARP STA A            343 32 34.7
 JM0557
 JM0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH0888490833(NAD 83)
 JM0557
 JM0557|---------------------------------------------------------------------|
 JM0557| PID    Reference Object                     Distance      Geod. Az  |
 JM0557|                                                           dddmmss.s |
 JM0557| JM0559 AIRPORT BCN CANYONLANDS APT         293.683 METERS 07306     |
 JM0557| JM0560 CANYONLANDS AIRPORT ARP STA A       APPROX. 1.0 KM 3441939.4 |
 JM0557|---------------------------------------------------------------------|
 JM0557
 JM0557                          SUPERSEDED SURVEY CONTROL
 JM0557
 JM0557  NAD 83(1986)-  38 45 34.17283(N)    109 44 48.49556(W) AD(       ) 3
 JM0557  NAD 27      -  38 45 34.25850(N)    109 44 46.05425(W) AD(       ) 3
 JM0557  NGVD 29 (07/19/86) 1386.4    (m)         4549.     (f) VERT ANG       
 JM0557
 JM0557.Superseded values are not recommended for survey control.
 JM0557
 JM0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0557.See file dsdata.pdf to determine how the superseded data were derived.
 JM0557
 JM0557_MARKER: DT = TOPOGRAPHIC STATION DISK
 JM0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0557_STAMPING: ARP 1968
 JM0557_MARK LOGO: CGS
 JM0557_PROJECTION: FLUSH
 JM0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0557+STABILITY: SURFACE MOTION
 JM0557
 JM0557  HISTORY     - Date     Condition        Report By
 JM0557  HISTORY     - 1968     MONUMENTED       CGS
 JM0557  HISTORY     - 20091123 MARK NOT FOUND   GEOCAC
 JM0557
 JM0557                          STATION DESCRIPTION
 JM0557
 JM0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (DLW)
 JM0557'LOCATED AT THE APPROXIMATE CENTER OF LANDING AREA, 50 FT EAST
 JM0557'OF THE EAST EDGE OF THE NW-SE RUNWAY, 187.5 FT SOUTHEAST OF
 JM0557'THE NORTHERN END OF THE SECOND RWY STRIPE SOUTH OF THE TAXIWAY,
 JM0557'219.5 FT NORTHEAST OF THE SOUTHERN END OF THE THIRD RWY STRIPE
 JM0557'SOUTH OF THE TAXIWAY, AND DIRECTLY IN LINE WITH THE NORTHERN
 JM0557'EDGE OF THE SOUTHERN MOST HANGER.  A STANDARD TOPO DISK SET IN
 JM0557'THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND, AND
 JM0557'STAMPED ARP 1968.
 JM0557
 JM0557                          STATION RECOVERY (2009)
 JM0557
 JM0557'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0557'THIS LOCATION HAS BEEN DISTURBED SINCE THE OLD RUNWAY WAS ABANDONED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0558 ***********************************************************************
 JM0558  DESIGNATION -  CANYONLANDS AIRPORT ARP STA B
 JM0558  PID         -  JM0558
 JM0558  STATE/COUNTY-  UT/GRAND
 JM0558  COUNTRY     -  US
 JM0558  USGS QUAD   -  KLONDIKE BLUFFS (2017)
 JM0558
 JM0558                         *CURRENT SURVEY CONTROL
 JM0558  ______________________________________________________________________
 JM0558* NAD 83(1994) POSITION- 38 45 00.01147(N) 109 44 43.47052(W)   ADJUSTED
 JM0558* NAVD 88 ORTHO HEIGHT -  1382.0   (meters)     4534.    (feet) VERTCON3
 JM0558  ______________________________________________________________________
 JM0558  GEOID HEIGHT    -        -20.729 (meters)                     GEOID18
 JM0558  LAPLACE CORR    -          0.58  (seconds)                    DEFLEC18
 JM0558  HORZ ORDER      -  THIRD
 JM0558
 JM0558.The horizontal coordinates were established by classical geodetic methods
 JM0558.and adjusted by the National Geodetic Survey in November 1997.
 JM0558
 JM0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0558
 JM0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0558.GEOID18 height accuracy estimate available here.
 JM0558
 JM0558.Click photographs - Photos may exist for this station.
 JM0558
 JM0558.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0558
 JM0558. The following values were computed from the NAD 83(1994) position.
 JM0558
 JM0558;                    North         East     Units Scale Factor Converg.
 JM0558;SPC UT C     - 2,047,756.359   652,529.244   MT  1.00007647   +1 07 26.2
 JM0558;SPC UT C     - 6,718,347.32  2,140,839.69   sFT  1.00007647   +1 07 26.2
 JM0558;UTM  12      - 4,289,781.931   609,020.440   MT  0.99974636   +0 47 07.3
 JM0558
 JM0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0558!SPC UT C     -   0.99978646  x   1.00007647  =   0.99986292
 JM0558!UTM  12      -   0.99978646  x   0.99974636  =   0.99953288
 JM0558
 JM0558:                Primary Azimuth Mark                     Grid Az
 JM0558:SPC UT C     -  CANYONLANDS AIRPORT ARP                  352 18 23.3
 JM0558:UTM  12      -  CANYONLANDS AIRPORT ARP                  352 38 42.2
 JM0558
 JM0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH0902089781(NAD 83)
 JM0558
 JM0558|---------------------------------------------------------------------|
 JM0558| PID    Reference Object                     Distance      Geod. Az  |
 JM0558|                                                           dddmmss.s |
 JM0558| JM0572 BLADE RESET                          69.363 METERS 10707     |
 JM0558| JM0557 CANYONLANDS AIRPORT ARP             APPROX. 1.1 KM 3532549.5 |
 JM0558|---------------------------------------------------------------------|
 JM0558
 JM0558                          SUPERSEDED SURVEY CONTROL
 JM0558
 JM0558  NAD 83(1986)-  38 44 59.99893(N)    109 44 43.46907(W) AD(       ) 3
 JM0558  NAD 27      -  38 45 00.08539(N)    109 44 41.02842(W) AD(       ) 3
 JM0558  NGVD 29 (07/19/86) 1381.0    (m)         4531.     (f) VERT ANG       
 JM0558
 JM0558.Superseded values are not recommended for survey control.
 JM0558
 JM0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0558.See file dsdata.pdf to determine how the superseded data were derived.
 JM0558
 JM0558_MARKER: DT = TOPOGRAPHIC STATION DISK
 JM0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0558_STAMPING: AP 1968 STA B
 JM0558_MARK LOGO: CGS
 JM0558_PROJECTION: FLUSH
 JM0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0558+STABILITY: SURFACE MOTION
 JM0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0558+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2009
 JM0558
 JM0558  HISTORY     - Date     Condition        Report By
 JM0558  HISTORY     - 1968     MONUMENTED       CGS
 JM0558  HISTORY     - 20091123 GOOD             GEOCAC
 JM0558
 JM0558                          STATION DESCRIPTION
 JM0558
 JM0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (DLW)
 JM0558'LOCATED AT THE SE END OF THE NW-SE RUNWAY, 75 FT WEST OF THE
 JM0558'WEST EDGE OF THE RUNWAY, 65.7 FT NORTHWEST OF THE WESTERN
 JM0558'MOST THRESHOLD LIGHT, AND 228.34 FT NORTHWEST OF TRIANGULATION
 JM0558'STATION BLADE 1937 A STANDARD TOPO DISK SET IN THE TOP OF A
 JM0558'CONCRETE MONUMENT FLUSH WITH THE GROUND, AND STAMPED AP 1968
 JM0558'STA. B.
 JM0558'
 JM0558'TRIANGULATION STATION BLADE 1937 IS LOCATED 228.34 FEET FROM
 JM0558'AP 1968 STA B.  THE FOLLOWING POSITION IS FROM THE 1968 AIRPORT
 JM0558'SURVEY.
 JM0558
 JM0558                          STATION RECOVERY (2009)
 JM0558
 JM0558'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0558'THE ADJACENT RUNWAY HAS BEEN ABANDONED DUE TO CONSTANT BUCKLING
 JM0558'CAUSED BY THE NATIVE SOIL SWELLING AND SHRINKING WITH MOISTURE
 JM0558'CHANGES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0560 ***********************************************************************
 JM0560  DESIGNATION -  CANYONLANDS AIRPORT ARP STA A
 JM0560  PID         -  JM0560
 JM0560  STATE/COUNTY-  UT/GRAND
 JM0560  COUNTRY     -  US
 JM0560  USGS QUAD   -  VALLEY CITY (2017)
 JM0560
 JM0560                         *CURRENT SURVEY CONTROL
 JM0560  ______________________________________________________________________
 JM0560* NAD 83(1994) POSITION- 38 46 06.92313(N) 109 45 00.22969(W)   ADJUSTED
 JM0560* NAVD 88 ORTHO HEIGHT -  1394.5   (meters)     4575.    (feet) VERTCON3
 JM0560  ______________________________________________________________________
 JM0560  GEOID HEIGHT    -        -20.717 (meters)                     GEOID18
 JM0560  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 JM0560  HORZ ORDER      -  THIRD
 JM0560
 JM0560.The horizontal coordinates were established by classical geodetic methods
 JM0560.and adjusted by the National Geodetic Survey in November 1997.
 JM0560
 JM0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0560
 JM0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0560.GEOID18 height accuracy estimate available here.
 JM0560
 JM0560.Click photographs - Photos may exist for this station.
 JM0560
 JM0560.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0560
 JM0560. The following values were computed from the NAD 83(1994) position.
 JM0560
 JM0560;                    North         East     Units Scale Factor Converg.
 JM0560;SPC UT C     - 2,049,811.499   652,084.233   MT  1.00007045   +1 07 15.5
 JM0560;SPC UT C     - 6,725,089.89  2,139,379.69   sFT  1.00007045   +1 07 15.5
 JM0560;UTM  12      - 4,291,838.989   608,587.716   MT  0.99974520   +0 46 57.9
 JM0560
 JM0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0560!SPC UT C     -   0.99978450  x   1.00007045  =   0.99985493
 JM0560!UTM  12      -   0.99978450  x   0.99974520  =   0.99952975
 JM0560
 JM0560:                Primary Azimuth Mark                     Grid Az
 JM0560:SPC UT C     -  CANYONLANDS AIRPORT ARP                  163 12 16.5
 JM0560:UTM  12      -  CANYONLANDS AIRPORT ARP                  163 32 34.1
 JM0560
 JM0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH0858791838(NAD 83)
 JM0560
 JM0560|---------------------------------------------------------------------|
 JM0560| PID    Reference Object                     Distance      Geod. Az  |
 JM0560|                                                           dddmmss.s |
 JM0560| JM0557 CANYONLANDS AIRPORT ARP             APPROX. 1.0 KM 1641932.0 |
 JM0560|---------------------------------------------------------------------|
 JM0560
 JM0560                          SUPERSEDED SURVEY CONTROL
 JM0560
 JM0560  NAD 83(1986)-  38 46 06.91053(N)    109 45 00.22811(W) AD(       ) 3
 JM0560  NAD 27      -  38 46 06.99620(N)    109 44 57.78606(W) AD(       ) 3
 JM0560  NGVD 29 (07/19/86) 1393.5    (m)         4572.     (f) VERT ANG       
 JM0560
 JM0560.Superseded values are not recommended for survey control.
 JM0560
 JM0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0560.See file dsdata.pdf to determine how the superseded data were derived.
 JM0560
 JM0560_MARKER: DT = TOPOGRAPHIC STATION DISK
 JM0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0560_STAMPING: AP 1968 STA A
 JM0560_MARK LOGO: CGS
 JM0560_PROJECTION: FLUSH
 JM0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0560+STABILITY: SURFACE MOTION
 JM0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0560+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2009
 JM0560
 JM0560  HISTORY     - Date     Condition        Report By
 JM0560  HISTORY     - 1968     MONUMENTED       CGS
 JM0560  HISTORY     - 20091123 GOOD             GEOCAC
 JM0560
 JM0560                          STATION DESCRIPTION
 JM0560
 JM0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (DLW)
 JM0560'LOCATED AT THE NW END OF THE NW-SE RUNWAY, 75 FT SOUTHWEST OF
 JM0560'THE WEST EDGE OF THE RUNWAY, 65.8 FT SOUTHWEST OF THE WESTERN
 JM0560'MOST THRESHOLD LIGHT.  A STANDARD TOPO DISK SET IN THE TOP OF
 JM0560'A CONCRETE MONUMENT FLUSH WITH THE GROUND, AND STAMPED AP 1968
 JM0560'STA.A.
 JM0560
 JM0560                          STATION RECOVERY (2009)
 JM0560
 JM0560'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0560'THE ADJACENT RUNWAY HAS BEEN ABANDONED DUE TO CONSTANT BUCKLING CAUSED
 JM0560'BY THE NATIVE SOIL SWELLING AND SHRINKING WITH MOISTURE CHANGES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0390 ***********************************************************************
 KN0390  DESIGNATION -  CAP
 KN0390  PID         -  KN0390
 KN0390  STATE/COUNTY-  UT/EMERY
 KN0390  COUNTRY     -  US
 KN0390  USGS QUAD   -  THE CAP (2017)
 KN0390
 KN0390                         *CURRENT SURVEY CONTROL
 KN0390  ______________________________________________________________________
 KN0390* NAD 83(1994) POSITION- 39 13 01.05079(N) 111 14 21.48690(W)   ADJUSTED
 KN0390* NAVD 88 ORTHO HEIGHT -  2936.    (meters)     9633.    (feet) SCALED
 KN0390  ______________________________________________________________________
 KN0390  GEOID HEIGHT    -        -16.455 (meters)                     GEOID18
 KN0390  LAPLACE CORR    -          4.32  (seconds)                    DEFLEC18
 KN0390  HORZ ORDER      -  SECOND
 KN0390
 KN0390.The horizontal coordinates were established by classical geodetic methods
 KN0390.and adjusted by the National Geodetic Survey in November 1997.
 KN0390
 KN0390.The orthometric height was scaled from a topographic map.
 KN0390
 KN0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0390.GEOID18 height accuracy estimate available here.
 KN0390
 KN0390.Click photographs - Photos may exist for this station.
 KN0390
 KN0390.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0390
 KN0390. The following values were computed from the NAD 83(1994) position.
 KN0390
 KN0390;                    North         East     Units Scale Factor Converg.
 KN0390;SPC UT C     - 2,098,132.763   522,513.198   MT  0.99995659   +0 10 01.2
 KN0390;SPC UT C     - 6,883,623.91  1,714,278.72   sFT  0.99995659   +0 10 01.2
 KN0390;UTM  12      - 4,340,880.432   479,341.847   MT  0.99960525   -0 09 04.7
 KN0390
 KN0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0390!SPC UT C     -   0.99954209  x   0.99995659  =   0.99949870
 KN0390!UTM  12      -   0.99954209  x   0.99960525  =   0.99914752
 KN0390
 KN0390:                Primary Azimuth Mark                     Grid Az
 KN0390:SPC UT C     -  CAP AZ MK                                162 44 00.4
 KN0390:UTM  12      -  CAP AZ MK                                163 03 06.3
 KN0390
 KN0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ7934140880(NAD 83)
 KN0390
 KN0390|---------------------------------------------------------------------|
 KN0390| PID    Reference Object                     Distance      Geod. Az  |
 KN0390|                                                           dddmmss.s |
 KN0390| CM5274 CAP RM 1                             30.404 METERS 05837     |
 KN0390| CM5273 CAP AZ MK                                          1625401.6 |
 KN0390|---------------------------------------------------------------------|
 KN0390
 KN0390                          SUPERSEDED SURVEY CONTROL
 KN0390
 KN0390  NAD 83(1986)-  39 13 01.04136(N)    111 14 21.48147(W) AD(       ) 2
 KN0390  NAD 27      -  39 13 01.16800(N)    111 14 18.87000(W) AD(       ) 2
 KN0390
 KN0390.Superseded values are not recommended for survey control.
 KN0390
 KN0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0390.See file dsdata.pdf to determine how the superseded data were derived.
 KN0390
 KN0390_MARKER: DS = TRIANGULATION STATION DISK
 KN0390_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KN0390_STAMPING: CAP 1937
 KN0390_MARK LOGO: CGS
 KN0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0390
 KN0390  HISTORY     - Date     Condition        Report By
 KN0390  HISTORY     - 1937     MONUMENTED       CGS
 KN0390
 KN0390                          STATION DESCRIPTION
 KN0390
 KN0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KN0390'ABOUT 10 MILES W OF ORANGEVILLE, IN THE MANTI NATIONAL FOREST,
 KN0390'AND ON THE SW CORNER OF A HIGH FLAT PLATEAU OR MESA, HEAVILY
 KN0390'WOODED, AND ON THE TOP OF HORN MOUNTAIN, THE MESA BEING KNOWN
 KN0390'AS THE CAP.
 KN0390'
 KN0390'THE STATION MARK AND REFERENCE MARK ARE STANDARD DISKS WELDED
 KN0390'IN THE TOP OF WROUGHT IRON PIPES.
 KN0390'
 KN0390'AZIMUTH MARK IS A STANDARD REFERENCE MARK WEDGED IN A DRILL
 KN0390'HOLE IN A BOULDER.
 KN0390'
 KN0390'REACHED AS FOLLOWS FROM ORANGEVILLE--GO N ON THE HIGHWAY ACROSS
 KN0390'THE BRIDGE TO A TURN E, THENCE CONTINUE N AND W ON WHAT IS
 KN0390'KNOWN AS THE EPHRAIM ROAD, FOR 14.1 MILES TO LOWER JOES VALLEY,
 KN0390'JUST PAST THE HEAD OF STRAIGHT CANYON, THENCE S ACROSS TWO
 KN0390'SMALL TIMBER BRIDGES, IMMEDIATELY PASSING THE PARK RANGER
 KN0390'STATION, CONTINUE ON THIS ROAD FOR 6.75 MILES TO A BLADED
 KN0390'ROAD ON THE LEFT, TURN LEFT AND CONTINUE FOR 7.0 MILES TO THE
 KN0390'END OF TRUCK TRAVEL AND AZIMUTH MARK IN BOULDER ON THE E
 KN0390'SIDE OF END OF ROAD.  STATION CAN BE SEEN TO THE N.  A PACK
 KN0390'OF ABOUT FIFTY MINUTES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0392 ***********************************************************************
 KO0392  DESIGNATION -  CAPPS
 KO0392  PID         -  KO0392
 KO0392  STATE/COUNTY-  UT/JUAB
 KO0392  COUNTRY     -  US
 KO0392  USGS QUAD   -  FURNER RIDGE (2017)
 KO0392
 KO0392                         *CURRENT SURVEY CONTROL
 KO0392  ______________________________________________________________________
 KO0392* NAD 83(1994) POSITION- 39 39 43.87548(N) 112 02 47.39982(W)   ADJUSTED
 KO0392* NAVD 88 ORTHO HEIGHT -  1724.1   (meters)     5656.    (feet) VERTCON3
 KO0392  ______________________________________________________________________
 KO0392  GEOID HEIGHT    -        -17.963 (meters)                     GEOID18
 KO0392  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 KO0392  HORZ ORDER      -  FIRST
 KO0392
 KO0392.The horizontal coordinates were established by classical geodetic methods
 KO0392.and adjusted by the National Geodetic Survey in November 1997.
 KO0392
 KO0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0392
 KO0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0392.GEOID18 height accuracy estimate available here.
 KO0392
 KO0392.Click photographs - Photos may exist for this station.
 KO0392
 KO0392.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0392
 KO0392. The following values were computed from the NAD 83(1994) position.
 KO0392
 KO0392;                    North         East     Units Scale Factor Converg.
 KO0392;SPC UT C     - 2,147,670.562   453,107.933   MT  0.99990335   -0 21 00.3
 KO0392;SPC UT C     - 7,046,149.17  1,486,571.61   sFT  0.99990335   -0 21 00.3
 KO0392;UTM  12      - 4,390,787.726   410,231.510   MT  0.99969921   -0 40 04.7
 KO0392
 KO0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0392!SPC UT C     -   0.99973241  x   0.99990335  =   0.99963578
 KO0392!UTM  12      -   0.99973241  x   0.99969921  =   0.99943170
 KO0392
 KO0392:                Primary Azimuth Mark                     Grid Az
 KO0392:SPC UT C     -  CAPPS AZ MK                              053 21 12.2
 KO0392:UTM  12      -  CAPPS AZ MK                              053 40 16.6
 KO0392
 KO0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ1023190787(NAD 83)
 KO0392
 KO0392|---------------------------------------------------------------------|
 KO0392| PID    Reference Object                     Distance      Geod. Az  |
 KO0392|                                                           dddmmss.s |
 KO0392| CM5275 CAPPS AZ MK                                        0530011.9 |
 KO0392| CM5276 CAPPS RM 1                            7.404 METERS 18647     |
 KO0392| CM5277 CAPPS RM 2                            7.690 METERS 27915     |
 KO0392|---------------------------------------------------------------------|
 KO0392
 KO0392                          SUPERSEDED SURVEY CONTROL
 KO0392
 KO0392  NAD 83(1993)-  39 39 43.86659(N)    112 02 47.39841(W) AD(       ) 1
 KO0392  NAD 83(1986)-  39 39 43.86326(N)    112 02 47.39203(W) AD(       ) 1
 KO0392  NAD 27      -  39 39 44.04300(N)    112 02 44.59800(W) AD(       ) 1
 KO0392  NGVD 29 (07/19/86) 1722.9    (m)         5653.     (f) VERT ANG       
 KO0392
 KO0392.Superseded values are not recommended for survey control.
 KO0392
 KO0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0392.See file dsdata.pdf to determine how the superseded data were derived.
 KO0392
 KO0392_MARKER: DS = TRIANGULATION STATION DISK
 KO0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0392_STAMPING: CAPPS 1947
 KO0392_MARK LOGO: CGS
 KO0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0392+STABILITY: SURFACE MOTION
 KO0392
 KO0392  HISTORY     - Date     Condition        Report By
 KO0392  HISTORY     - 1947     MONUMENTED       CGS
 KO0392
 KO0392                          STATION DESCRIPTION
 KO0392
 KO0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KO0392'STATION IS LOCATED ON A LOW RIDGE, WHICH HAS SCATTERED CEDAR
 KO0392'TREES ON IT.  RIDGE IS ON SOUTH END OF A RANGE OF HILLS THAT
 KO0392'ARE CONSIDERABLY HIGHER TO THE NORTH AND ON THE WEST SIDE OF
 KO0392'A LARGE, DRY FARMING AREA.  STATION IS ABOUT 12 MILES AIRLINE
 KO0392'NORTHWEST OF LEVAN, 11.5 MILES AIRLINE WEST AND SOUTH OF NEPHI,
 KO0392'4 FEET NORTHWEST OF WHITE WITNESS POST, PROJECTS 4 INCHES,
 KO0392'AND STAMPED--CAPPS 1947.
 KO0392'
 KO0392'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES LOWER THAN
 KO0392'STATION, PROJECTS 2 INCHES, AND STAMPED--CAPPS NO 1 1947.
 KO0392'
 KO0392'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN STATION,
 KO0392'PROJECTS 3 INCHES, AND STAMPED--CAPPS NO 2 1947.
 KO0392'
 KO0392'AZIMUTH MARK IS 24 PACES NORTHWEST OF CENTERLINE OF STATE
 KO0392'ROUTE 132, 30 INCHES WEST OF WHITE WITNESS POST, 8 INCHES
 KO0392'SOUTH OF FENCE LINE, PROJECTS 4 INCHES, AND STAMPED--CAPPS
 KO0392'1947.
 KO0392'
 KO0392'REACHED FROM JUNCTIONS OF U.S. HIGHWAY 91 AND STATE ROUTE
 KO0392'132 IN NEPHI, BY GOING WEST ON STATE ROUTE 132 FOR 9.6 MILES
 KO0392'TO AZIMUTH MARK ON RIGHT AS DESCRIBED ABOVE.  CONTINUE ON HIGHWAY
 KO0392'FOR 1.5 MILE TO SMALL CUT BANKS ON EACH SIDE OF HIGHWAY,
 KO0392'JUST BEFORE REACHING TOP OF HILL.  LEAVE HIGHWAY, TURN LEFT,
 KO0392'SOUTH, AND GO 0.2 MILE TO STATION AS DESCRIBED ABOVE.  A
 KO0392'DRIVE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AJ2124 ***********************************************************************
 AJ2124  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ2124  DESIGNATION -  CARBON COUNTY COU CORS ARP
 AJ2124  CORS_ID     -  PUC1
 AJ2124  PID         -  AJ2124
 AJ2124  STATE/COUNTY-  UT/CARBON
 AJ2124  COUNTRY     -  US
 AJ2124  USGS QUAD   -  PRICE (2017)
 AJ2124
 AJ2124                         *CURRENT SURVEY CONTROL
 AJ2124  ______________________________________________________________________
 AJ2124* NAD 83(2011) POSITION- 39 35 57.06625(N) 110 48 31.32935(W)   ADJUSTED
 AJ2124* NAD 83(2011) ELLIP HT-  1693.259 (meters)        (04/??/25)   ADJUSTED
 AJ2124* NAD 83(2011) EPOCH   -  2010.00
 AJ2124  ______________________________________________________________________
 AJ2124  GEOID HEIGHT    -        -16.802 (meters)                     GEOID18
 AJ2124  NAD 83(2011) X  - -1,748,712.473 (meters)                     COMP
 AJ2124  NAD 83(2011) Y  - -4,601,412.588 (meters)                     COMP
 AJ2124  NAD 83(2011) Z  -  4,044,873.981 (meters)                     COMP
 AJ2124
 AJ2124  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ2124  Standards:
 AJ2124         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ2124            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ2124  -------------------------------------------------------------------
 AJ2124  NETWORK    0.29   0.49           0.11   0.12   0.25     -0.32643500
 AJ2124  -------------------------------------------------------------------
 AJ2124
 AJ2124.The coordinates were established by GPS observations
 AJ2124.and adjusted by the National Geodetic Survey in April 2025.
 AJ2124
 AJ2124.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ2124.been affixed to the stable North American Tectonic Plate. 
 AJ2124
 AJ2124.The coordinates are valid at the epoch date displayed above
 AJ2124.which is a decimal equivalence of Year/Month/Day.
 AJ2124
 AJ2124.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AJ2124.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AJ2124.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AJ2124.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AJ2124.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AJ2124.published epoch of 2010.00.
 AJ2124
 AJ2124.Additional information on MYCS is available at:
 AJ2124.https://geodesy.noaa.gov/CORS/index.shtml
 AJ2124
 AJ2124.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ2124.GEOID18 height accuracy estimate available here.
 AJ2124
 AJ2124.The PID for the CORS L1 Phase Center is DM2832.
 AJ2124
 AJ2124.Click photographs - Photos may exist for this station.
 AJ2124
 AJ2124.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ2124
 AJ2124.The ellipsoidal height was determined by GPS observations
 AJ2124.and is referenced to NAD 83.
 AJ2124
 AJ2124. The following values were computed from the NAD 83(2011) position.
 AJ2124
 AJ2124;                    North         East     Units Scale Factor Converg.
 AJ2124;SPC UT C     - 2,140,762.383   559,370.153   MT  0.99990724   +0 26 34.2
 AJ2124;SPC UT C     - 7,023,484.58  1,835,200.24   sFT  0.99990724   +0 26 34.2
 AJ2124;UTM  12      - 4,383,289.700   516,424.166   MT  0.99960332   +0 07 19.0
 AJ2124
 AJ2124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2124!SPC UT C     -   0.99973442  x   0.99990724  =   0.99964169
 AJ2124!UTM  12      -   0.99973442  x   0.99960332  =   0.99933785
 AJ2124
 AJ2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ1642483289(NAD 83)
 AJ2124
 AJ2124                          SUPERSEDED SURVEY CONTROL
 AJ2124
 AJ2124  NAD 83(2011)-  39 35 57.06631(N)    110 48 31.32949(W) AD(2010.00) c
 AJ2124  ELLIP H (06/??/19) 1693.253  (m)                       GP(2010.00) c c
 AJ2124  NAD 83(2011)-  39 35 57.06653(N)    110 48 31.32930(W) AD(2010.00) c
 AJ2124  NAD 83(2011)-  39 35 57.06634(N)    110 48 31.32939(W) AD(2010.00) c
 AJ2124  ELLIP H (08/??/11) 1693.253  (m)                       GP(2010.00) c c
 AJ2124  NAD 83(CORS)-  39 35 57.06631(N)    110 48 31.32988(W) AD(2002.00) c
 AJ2124  ELLIP H (03/??/02) 1693.262  (m)                       GP(2002.00) c c
 AJ2124  NAD 83(CORS)-  39 35 57.06631(N)    110 48 31.32988(W) AD(1997.00) c
 AJ2124  ELLIP H (03/??/01) 1693.262  (m)                       GP(1997.00) c c
 AJ2124
 AJ2124.Superseded values are not recommended for survey control.
 AJ2124
 AJ2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2124.See file dsdata.pdf to determine how the superseded data were derived.
 AJ2124
 AJ2124_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ2124
 AJ2124                          STATION DESCRIPTION
 AJ2124
 AJ2124'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AJ2124'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AJ2124'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AJ2124'AND LOG FILES ACCESSIBLE AT:
 AJ2124'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DP9024 ***********************************************************************
 DP9024  CORS        -  This is a GPS Continuously Operating Reference Station.
 DP9024  DESIGNATION -  CARBON COUNTY UT CORS ARP
 DP9024  CORS_ID     -  PUC2
 DP9024  PID         -  DP9024
 DP9024  STATE/COUNTY-  UT/CARBON
 DP9024  COUNTRY     -  US
 DP9024  USGS QUAD   -  PRICE (2017)
 DP9024
 DP9024                         *CURRENT SURVEY CONTROL
 DP9024  ______________________________________________________________________
 DP9024* NAD 83(2011) POSITION- 39 35 38.10038(N) 110 45 41.52485(W)   ADJUSTED
 DP9024* NAD 83(2011) ELLIP HT-  1714.256 (meters)        (04/??/25)   ADJUSTED
 DP9024* NAD 83(2011) EPOCH   -  2010.00
 DP9024  ______________________________________________________________________
 DP9024  GEOID HEIGHT    -        -16.906 (meters)                     GEOID18
 DP9024  NAD 83(2011) X  - -1,745,061.761 (meters)                     COMP
 DP9024  NAD 83(2011) Y  - -4,603,214.459 (meters)                     COMP
 DP9024  NAD 83(2011) Z  -  4,044,436.530 (meters)                     COMP
 DP9024
 DP9024  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9024  Standards:
 DP9024         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9024            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9024  -------------------------------------------------------------------
 DP9024  NETWORK    0.14   0.31           0.07   0.04   0.16     -0.47120000
 DP9024  -------------------------------------------------------------------
 DP9024
 DP9024.The coordinates were established by GPS observations
 DP9024.and adjusted by the National Geodetic Survey in April 2025.
 DP9024
 DP9024.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9024.been affixed to the stable North American Tectonic Plate. 
 DP9024
 DP9024.The coordinates are valid at the epoch date displayed above
 DP9024.which is a decimal equivalence of Year/Month/Day.
 DP9024
 DP9024.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DP9024.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DP9024.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DP9024.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DP9024.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DP9024.published epoch of 2010.00.
 DP9024
 DP9024.Additional information on MYCS is available at:
 DP9024.https://geodesy.noaa.gov/CORS/index.shtml
 DP9024
 DP9024.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9024.GEOID18 height accuracy estimate available here.
 DP9024
 DP9024.The PID for the CORS L1 Phase Center is DP9025.
 DP9024
 DP9024.Click photographs - Photos may exist for this station.
 DP9024
 DP9024.The XYZ, and position/ellipsoidal ht. are equivalent.
 DP9024
 DP9024.The ellipsoidal height was determined by GPS observations
 DP9024.and is referenced to NAD 83.
 DP9024
 DP9024. The following values were computed from the NAD 83(2011) position.
 DP9024
 DP9024;                    North         East     Units Scale Factor Converg.
 DP9024;SPC UT C     - 2,140,209.911   563,425.778   MT  0.99990763   +0 28 23.0
 DP9024;SPC UT C     - 7,021,672.02  1,848,506.07   sFT  0.99990763   +0 28 23.0
 DP9024;UTM  12      - 4,382,714.692   520,475.403   MT  0.99960516   +0 09 07.1
 DP9024
 DP9024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9024!SPC UT C     -   0.99973113  x   0.99990763  =   0.99963879
 DP9024!UTM  12      -   0.99973113  x   0.99960516  =   0.99933640
 DP9024
 DP9024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ2047582714(NAD 83)
 DP9024
 DP9024                          SUPERSEDED SURVEY CONTROL
 DP9024
 DP9024  NAD 83(2011)-  39 35 38.10033(N)    110 45 41.52531(W) AD(2010.00) c
 DP9024  ELLIP H (06/??/19) 1714.255  (m)                       GP(2010.00) c c
 DP9024  NAD 83(2011)-  39 35 38.10058(N)    110 45 41.52524(W) AD(2010.00) c
 DP9024  ELLIP H (09/??/15) 1714.255  (m)                       GP(2010.00) c c
 DP9024
 DP9024.Superseded values are not recommended for survey control.
 DP9024
 DP9024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP9024.See file dsdata.pdf to determine how the superseded data were derived.
 DP9024
 DP9024_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DP9024
 DP9024                          STATION DESCRIPTION
 DP9024
 DP9024'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DP9024'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DP9024'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DP9024'AND LOG FILES ACCESSIBLE AT:
 DP9024'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0570 ***********************************************************************
 HO0570  DESIGNATION -  CARMEL
 HO0570  PID         -  HO0570
 HO0570  STATE/COUNTY-  UT/KANE
 HO0570  COUNTRY     -  US
 HO0570  USGS QUAD   -  MOUNT CARMEL (2017)
 HO0570
 HO0570                         *CURRENT SURVEY CONTROL
 HO0570  ______________________________________________________________________
 HO0570* NAD 83(1994) POSITION- 37 11 32.08272(N) 112 37 42.02888(W)   ADJUSTED
 HO0570* NAVD 88 ORTHO HEIGHT -  2151.0   (meters)     7057.    (feet) VERTCON3
 HO0570  ______________________________________________________________________
 HO0570  GEOID HEIGHT    -        -21.780 (meters)                     GEOID18
 HO0570  LAPLACE CORR    -          5.10  (seconds)                    DEFLEC18
 HO0570  HORZ ORDER      -  THIRD
 HO0570
 HO0570.The horizontal coordinates were established by classical geodetic methods
 HO0570.and adjusted by the National Geodetic Survey in November 1997.
 HO0570
 HO0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0570
 HO0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0570.GEOID18 height accuracy estimate available here.
 HO0570
 HO0570.Click photographs - Photos may exist for this station.
 HO0570
 HO0570.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0570
 HO0570. The following values were computed from the NAD 83(1994) position.
 HO0570
 HO0570;                    North         East     Units Scale Factor Converg.
 HO0570;SPC UT S     - 3,058,934.955   399,819.874   MT  1.00000428   -0 41 28.8
 HO0570;SPC UT S     -10,035,855.76  1,311,742.37   sFT  1.00000428   -0 41 28.8
 HO0570;UTM  12      - 4,117,440.717   355,476.876   MT  0.99985730   -0 59 04.2
 HO0570
 HO0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0570!SPC UT S     -   0.99966597  x   1.00000428  =   0.99967025
 HO0570!UTM  12      -   0.99966597  x   0.99985730  =   0.99952332
 HO0570
 HO0570:                Primary Azimuth Mark                     Grid Az
 HO0570:SPC UT S     -  YELLOW                                   231 21 14.5
 HO0570:UTM  12      -  YELLOW                                   231 38 49.9
 HO0570
 HO0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG5547617440(NAD 83)
 HO0570
 HO0570|---------------------------------------------------------------------|
 HO0570| PID    Reference Object                     Distance      Geod. Az  |
 HO0570|                                                           dddmmss.s |
 HO0570| HO0571 YELLOW                              APPROX. 9.2 KM 2303945.7 |
 HO0570|---------------------------------------------------------------------|
 HO0570
 HO0570                          SUPERSEDED SURVEY CONTROL
 HO0570
 HO0570  NAD 83(1992)-  37 11 32.08196(N)    112 37 42.03044(W) AD(       ) 3
 HO0570  NAD 83(1986)-  37 11 32.08027(N)    112 37 42.02839(W) AD(       ) 3
 HO0570  NAD 27      -  37 11 32.14895(N)    112 37 39.29305(W) AD(       ) 3
 HO0570  NGVD 29 (07/19/86) 2150.0    (m)         7054.     (f) VERT ANG       
 HO0570
 HO0570.Superseded values are not recommended for survey control.
 HO0570
 HO0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0570.See file dsdata.pdf to determine how the superseded data were derived.
 HO0570
 HO0570_MARKER: DB = BENCH MARK DISK
 HO0570_SETTING: 66 = SET IN ROCK OUTCROP
 HO0570_STAMPING: 1954 CARMEL
 HO0570_MARK LOGO: USGS
 HO0570_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0570+STABILITY: POSITION/ELEVATION WELL
 HO0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0570+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2021
 HO0570
 HO0570  HISTORY     - Date     Condition        Report By
 HO0570  HISTORY     - 1954     MONUMENTED       USGS
 HO0570  HISTORY     - 20210508 GOOD             INDIV
 HO0570
 HO0570                          STATION DESCRIPTION
 HO0570
 HO0570'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HO0570'LOCATED ABOUT 10.0 MI. NNW. OF KANAB, 1.0 MI. N. OF U.S. HIGHWAY 89 ON
 HO0570'S. END OF PROMINIENT SPUR OF WHITE CLIFFS.  THE STATION IS VERY
 HO0570'CONSPICUOUS FROM THE E. S. AND W.
 HO0570'
 HO0570'TO REACH FROM CARMEL JUNCTION  JUNCTION OF STATE HIGHWAY 15 AND U.S.
 HO0570'HIGHWAY 89 DRIVE SE. ON U.S. HIGHWAY 89 FOR 4.9 MI. TO DIRT RD. ON
 HO0570'LEFT, TURN LEFT ON THIS DIRT RD. 0.4 MI. TO A POINT WHERE POWER LINE
 HO0570'CROSSES RD. AND END OF RD. PROCEED E. ON FOOT TO SOUTHERNMOST OF THE
 HO0570'THREE SADDLES ON THE SPUR RIDGE EXTENDING FROM THE WHITE CLIFFS (THIS
 HO0570'SADDLE IS NOT VISABLE FROM END OF RD. BUT CAN BE SEEN AS ONE
 HO0570'APPROACHES THE SPUR) FROM THIS SADDLE GO N. ON W. FACE ON RIDGE TO THE
 HO0570'SECOND SADDLE THEN PROCEED ALONG RIDGE TO THIRD SADDLE AND UP RIDGE TO
 HO0570'HIGHEST LEVEL AND STATION.
 HO0570'
 HO0570'STATION MARK - STANDARD TABLET STAMPED ---CARMEL 1954--- CEMENTED IN
 HO0570'DRILL HOLE IN SOLID ROCK OUTCROP.
 HO0570'
 HO0570'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER IN 10 IN. PINE TREE
 HO0570'24.11 FT. FROM STATION MARK, S 46 DEG 46 MIN W.
 HO0570'
 HO0570'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER IN 4 IN. LIMB OF CEDAR
 HO0570'TREE, 20.66 FT. FROM STATION MARK, N 41 DEG 24 MIN E.
 HO0570
 HO0570                          STATION RECOVERY (2021)
 HO0570
 HO0570'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 HO0570'TO REACH FROM THE GLENDALE POST OFFICE, GO NORTH ON US 89 FOR 0.9 MI
 HO0570'(1.4 KM) AND TURN RIGHT ONTO THE GLENDALE BENCH ROAD.  GO 1.47 TO A
 HO0570'MAJOR DIRT ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW THIS MAJOR DIRT
 HO0570'ROAD.  STAY ON THE MAJOR DIRT ROAD IGNORING ALL SIDE ROADS FOR 6.6 MI
 HO0570'(10.6 KM).  HERE THE ROAD PASSES THROUGH A LARGE GATE ONTO PRIVATE
 HO0570'PROPERTY.  AFTER PASSING THROUGH THE GATE CONTINUE ON THE MAJOR DIRT
 HO0570'ROAD FOR 1.41 MI (2.27 KM) TO A FORK.  TAKE THE RIGHT FORK, A LESSER
 HO0570'ROAD AND GO 1.1 MI (1.8 KM) TO THE END OF VEHICLE TRAVEL.  FROM HERE
 HO0570'HIKE WEST ACROSS A DEEP SADDLE.  SMALL CLIFF BANDS ALONG THE SADDLE
 HO0570'ARE EASIEST TO PASS ALONG THE SOUTHERN SIDE.  ONCE ATOP THE WEST SIDE
 HO0570'HIKE TO THE SOUTH FOLLOWING THE MESA AND RIDGE FOR 1.9 MI (3.1 KM) TO
 HO0570'THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0433 ***********************************************************************
 KO0433  DESIGNATION -  CARR
 KO0433  PID         -  KO0433
 KO0433  STATE/COUNTY-  UT/MILLARD
 KO0433  COUNTRY     -  US
 KO0433  USGS QUAD   -  POT MOUNTAIN (2017)
 KO0433
 KO0433                         *CURRENT SURVEY CONTROL
 KO0433  ______________________________________________________________________
 KO0433* NAD 83(1994) POSITION- 39 13 29.16584(N) 112 45 24.37022(W)   ADJUSTED
 KO0433* NAVD 88 ORTHO HEIGHT -  1508.0   (meters)     4947.    (feet) VERTCON3
 KO0433  ______________________________________________________________________
 KO0433  GEOID HEIGHT    -        -19.931 (meters)                     GEOID18
 KO0433  LAPLACE CORR    -          1.81  (seconds)                    DEFLEC18
 KO0433  HORZ ORDER      -  THIRD
 KO0433
 KO0433.The horizontal coordinates were established by classical geodetic methods
 KO0433.and adjusted by the National Geodetic Survey in November 1997.
 KO0433
 KO0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0433
 KO0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0433.GEOID18 height accuracy estimate available here.
 KO0433
 KO0433.Click photographs - Photos may exist for this station.
 KO0433
 KO0433.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0433
 KO0433. The following values were computed from the NAD 83(1994) position.
 KO0433
 KO0433;                    North         East     Units Scale Factor Converg.
 KO0433;SPC UT C     - 2,099,729.336   391,484.305   MT  0.99995514   -0 48 18.2
 KO0433;SPC UT C     - 6,888,862.00  1,284,394.76   sFT  0.99995514   -0 48 18.2
 KO0433;UTM  12      - 4,343,190.227   348,355.902   MT  0.99988315   -1 06 40.1
 KO0433
 KO0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0433!SPC UT C     -   0.99976659  x   0.99995514  =   0.99972174
 KO0433!UTM  12      -   0.99976659  x   0.99988315  =   0.99964976
 KO0433
 KO0433:                Primary Azimuth Mark                     Grid Az
 KO0433:SPC UT C     -  CLEAR LAKE                               188 33 47.2
 KO0433:UTM  12      -  CLEAR LAKE                               188 52 09.1
 KO0433
 KO0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ4835543190(NAD 83)
 KO0433
 KO0433|---------------------------------------------------------------------|
 KO0433| PID    Reference Object                     Distance      Geod. Az  |
 KO0433|                                                           dddmmss.s |
 KO0433| KO0432 CLEAR LAKE                          APPROX.10.7 KM 1874529.0 |
 KO0433|---------------------------------------------------------------------|
 KO0433
 KO0433                          SUPERSEDED SURVEY CONTROL
 KO0433
 KO0433  NAD 83(1986)-  39 13 29.15901(N)    112 45 24.36267(W) AD(       ) 3
 KO0433  NAD 27      -  39 13 29.31285(N)    112 45 21.53568(W) AD(       ) 3
 KO0433  NGVD 29 (07/19/86) 1506.9    (m)         4944.     (f) VERT ANG       
 KO0433
 KO0433.Superseded values are not recommended for survey control.
 KO0433
 KO0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0433.See file dsdata.pdf to determine how the superseded data were derived.
 KO0433
 KO0433_MARKER: DB = BENCH MARK DISK
 KO0433_SETTING: 66 = SET IN ROCK OUTCROP
 KO0433_STAMPING: CARR 1961
 KO0433_MARK LOGO: USGS
 KO0433_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0433+STABILITY: POSITION/ELEVATION WELL
 KO0433
 KO0433  HISTORY     - Date     Condition        Report By
 KO0433  HISTORY     - 1961     MONUMENTED       USGS
 KO0433
 KO0433                          STATION DESCRIPTION
 KO0433
 KO0433'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 KO0433'LOCATED ABOUT 13.0 MI. (AIRLINE) SW. OF DELTA, ABOUT 8.0 MI. NNW. OF
 KO0433'CLEAR LAKE STATION ON THE UNION PACIFIC RAILROAD, ABOUT 4.0 MI. SE.
 KO0433'OF CARR LAKE, ON THE N. END OF A LARGE FLAT TOPPED LAVA BUTTE.
 KO0433'
 KO0433'TO REACH FROM CENTER BUSINESS DISTRICT IN DELTA, DRIVE W. ON U.S.
 KO0433'HIGHWAY 6 FOR 4.5 MI. TO STATE HIGHWAY 140 AND SIGN
 KO0433'---DESERET-MILFORD---, TURN LEFT ON HIGHWAY 140 FOR 3.0 MI. TO
 KO0433'JUNCTION OF STATE HIGHWAYS 140 AND 257 IN DESERET, CONTINUE S. ON
 KO0433'STATE HIGHWAY 257 FOR 7.4 MI. TO DIRT RD. W., WHICH SKIRTS SHOULDER
 KO0433'OF HILL, FOLLOW DIRT RD. W. FOR 0.4 MI. TO Y-RD., TAKE RIGHT FORK NW.
 KO0433'FOR 0.6 MI. TO CROSSROADS, CONTINUE STRAIGHT AHEAD FOR 0.6 MI. TO
 KO0433'Y-RD. FORK, TAKE RIGHT FORK FOR 0.5 MI. TO Y-RD., TAKE RIGHT FORK
 KO0433'FOR 2.5 MI. TO END OF RD.  STATION IS ABOUT 200 FT. N. OF END OF RD.
 KO0433'
 KO0433'STATION MARK--STANDARD TABLET, STAMPED ---CARR 1961---, CEMENTED IN
 KO0433'FLAT ROCK OUTCROP FLUSH WITH GROUND.
 KO0433'
 KO0433'REFERENCE MARK NO. 1--STANDARD RM TABLET, STAMPED ---NO 1 1961---,
 KO0433'CEMENTED IN NATURALLY EMBEDDED BOULDER.
 KO0433'
 KO0433'REFERENCE MARK NO. 2--STANDARD RM TABLET, STAMPED ---NO 2 1961---,
 KO0433'CEMENTED IN LARGE NATURALLY EMBEDDED LAVA BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0733 ***********************************************************************
 MS0733  DESIGNATION -  CARRINGTON ET
 MS0733  PID         -  MS0733
 MS0733  STATE/COUNTY-  UT/TOOELE
 MS0733  COUNTRY     -  US
 MS0733  USGS QUAD   -  CARRINGTON ISLAND (2017)
 MS0733
 MS0733                         *CURRENT SURVEY CONTROL
 MS0733  ______________________________________________________________________
 MS0733* NAD 83(1994) POSITION- 41 00 27.05953(N) 112 34 13.87366(W)   ADJUSTED
 MS0733* NAVD 88 ORTHO HEIGHT -  1441.6   (meters)     4730.    (feet) VERTCON3
 MS0733  ______________________________________________________________________
 MS0733  GEOID HEIGHT    -        -17.210 (meters)                     GEOID18
 MS0733  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 MS0733  HORZ ORDER      -  SECOND
 MS0733
 MS0733.The horizontal coordinates were established by classical geodetic methods
 MS0733.and adjusted by the National Geodetic Survey in November 1997.
 MS0733
 MS0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0733
 MS0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0733.GEOID18 height accuracy estimate available here.
 MS0733
 MS0733.Click photographs - Photos may exist for this station.
 MS0733
 MS0733.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0733
 MS0733. The following values were computed from the NAD 83(1994) position.
 MS0733
 MS0733;                    North         East     Units Scale Factor Converg.
 MS0733;SPC UT C     - 2,297,447.081   409,934.163   MT  1.00010863   -0 41 08.7
 MS0733;SPC UT C     - 7,537,540.96  1,344,925.67   sFT  1.00010863   -0 41 08.7
 MS0733;UTM  12      - 4,540,779.325   367,929.499   MT  0.99981468   -1 01 50.4
 MS0733
 MS0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0733!SPC UT C     -   0.99977662  x   1.00010863  =   0.99988522
 MS0733!UTM  12      -   0.99977662  x   0.99981468  =   0.99959134
 MS0733
 MS0733:                Primary Azimuth Mark                     Grid Az
 MS0733:SPC UT C     -  BIRD ISLAND ET                           350 12 50.7
 MS0733:UTM  12      -  BIRD ISLAND ET                           350 33 32.4
 MS0733
 MS0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL6792940779(NAD 83)
 MS0733
 MS0733|---------------------------------------------------------------------|
 MS0733| PID    Reference Object                     Distance      Geod. Az  |
 MS0733|                                                           dddmmss.s |
 MS0733| MS0732 T3N R76W SECS 7 12 1/4 COR           56.961 METERS 19212     |
 MS0733| MS0731 BIRD ISLAND ET                      APPROX. 7.1 KM 3493142.0 |
 MS0733|---------------------------------------------------------------------|
 MS0733
 MS0733                          SUPERSEDED SURVEY CONTROL
 MS0733
 MS0733  NAD 83(1993)-  41 00 27.04780(N)    112 34 13.86353(W) AD(       ) 2
 MS0733  NAD 83(1986)-  41 00 27.04784(N)    112 34 13.86295(W) AD(       ) 2
 MS0733  NAD 27      -  41 00 27.27537(N)    112 34 10.97943(W) AD(       ) 2
 MS0733  NGVD 29 (07/19/86) 1440.7    (m)         4727.     (f) VERT ANG       
 MS0733
 MS0733.Superseded values are not recommended for survey control.
 MS0733
 MS0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0733.See file dsdata.pdf to determine how the superseded data were derived.
 MS0733
 MS0733_MARKER: DD = SURVEY DISK
 MS0733_SETTING: 80 = SET IN A BOULDER
 MS0733_STAMPING: ET CARRINGTON 1966
 MS0733_MARK LOGO: USGS
 MS0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0733+STABILITY: SURFACE MOTION
 MS0733
 MS0733  HISTORY     - Date     Condition        Report By
 MS0733  HISTORY     - 1966     MONUMENTED       USGS
 MS0733
 MS0733                          STATION DESCRIPTION
 MS0733
 MS0733'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JJR)
 MS0733'LOCATED ABOUT 29 MI. (AIRLINE) SW. OF CLEARFIELD.  ABOUT 15.5
 MS0733'MI. SSW. OF PROMONTORY POINT.  ON HIGHEST POINT OF CARRINGTON
 MS0733'ISLAND.
 MS0733'
 MS0733'REACHED BY HELICOPTER.
 MS0733'
 MS0733'STATION MARK--A STANDARD TABLET STAMPED CARRINGTON ET 1966
 MS0733'CEMENTED IN ROCK.
 MS0733'
 MS0733'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0473 ***********************************************************************
 LP0473  DESIGNATION -  CASTLE 2
 LP0473  PID         -  LP0473
 LP0473  STATE/COUNTY-  UT/TOOELE
 LP0473  COUNTRY     -  US
 LP0473  USGS QUAD   -  CAMELS BACK RIDGE SW (2017)
 LP0473
 LP0473                         *CURRENT SURVEY CONTROL
 LP0473  ______________________________________________________________________
 LP0473* NAD 83(1994) POSITION- 40 07 29.94209(N) 112 57 24.96612(W)   ADJUSTED
 LP0473* NAVD 88 ORTHO HEIGHT -  1665.    (meters)     5463.    (feet) VERTCON3
 LP0473  ______________________________________________________________________
 LP0473  GEOID HEIGHT    -        -18.594 (meters)                     GEOID18
 LP0473  LAPLACE CORR    -          2.73  (seconds)                    DEFLEC18
 LP0473  HORZ ORDER      -  THIRD
 LP0473
 LP0473.The horizontal coordinates were established by classical geodetic methods
 LP0473.and adjusted by the National Geodetic Survey in November 1997.
 LP0473
 LP0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0473
 LP0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0473.GEOID18 height accuracy estimate available here.
 LP0473
 LP0473.Click photographs - Photos may exist for this station.
 LP0473
 LP0473.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0473
 LP0473. The following values were computed from the NAD 83(1994) position.
 LP0473
 LP0473;                    North         East     Units Scale Factor Converg.
 LP0473;SPC UT C     - 2,199,919.056   375,830.293   MT  0.99991160   -0 55 59.8
 LP0473;SPC UT C     - 7,217,567.77  1,233,036.55   sFT  0.99991160   -0 55 59.8
 LP0473;UTM  12      - 4,443,464.886   333,256.004   MT  0.99994228   -1 15 41.2
 LP0473
 LP0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0473!SPC UT C     -   0.99974178  x   0.99991160  =   0.99965340
 LP0473!UTM  12      -   0.99974178  x   0.99994228  =   0.99968407
 LP0473
 LP0473:                Primary Azimuth Mark                     Grid Az
 LP0473:SPC UT C     -  BARE                                     023 24 15.1
 LP0473:UTM  12      -  BARE                                     023 43 56.5
 LP0473
 LP0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK3325643464(NAD 83)
 LP0473
 LP0473|---------------------------------------------------------------------|
 LP0473| PID    Reference Object                     Distance      Geod. Az  |
 LP0473|                                                           dddmmss.s |
 LP0473| LP0479 BARE                                APPROX.17.4 KM 0222815.3 |
 LP0473|---------------------------------------------------------------------|
 LP0473
 LP0473                          SUPERSEDED SURVEY CONTROL
 LP0473
 LP0473  NAD 83(1986)-  40 07 29.93489(N)    112 57 24.95244(W) AD(       ) 3
 LP0473  NAD 27      -  40 07 30.14595(N)    112 57 22.05636(W) AD(       ) 3
 LP0473  NGVD 29 (07/19/86) 1664.     (m)         5459.     (f) VERT ANG       
 LP0473
 LP0473.Superseded values are not recommended for survey control.
 LP0473
 LP0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0473.See file dsdata.pdf to determine how the superseded data were derived.
 LP0473
 LP0473_MARKER: DB = BENCH MARK DISK
 LP0473_SETTING: 66 = SET IN ROCK OUTCROP
 LP0473_STAMPING: CASTLE 2 1953
 LP0473_MARK LOGO: USGS
 LP0473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0473+STABILITY: POSITION/ELEVATION WELL
 LP0473
 LP0473  HISTORY     - Date     Condition        Report By
 LP0473  HISTORY     - 1953     MONUMENTED       USGS
 LP0473  HISTORY     - 1965     GOOD             CGS
 LP0473
 LP0473                          STATION DESCRIPTION
 LP0473
 LP0473'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 LP0473'LOCATED ABOUT 14.9 MI. NW. OF SIMPSON MTNS., 12.1 MI. W. OF DAVIS
 LP0473'MTN., 5.0 MI. NW. OF SIMPSON BUTTES (AIRLINE DISTANCES), ON CAMELS
 LP0473'BACK RIDGE AT TOP OF A PROMINENT ROCK OUTCROP.
 LP0473'
 LP0473'TO REACH FROM JUNCTION OF STATE HIGHWAY 58 AND RD. TO TIMPIE JUNCTION,
 LP0473'DRIVE W. FOR 13.4 MI., TAKE LEFT FORK 0.4 MI., TAKE LEFT FORK OFF
 LP0473'PAVED RD. FOR 1.0 MI. TO CROSSROADS, CONTINUE STRAIGHT AHEAD 1.2 MI.,
 LP0473'TAKE CENTER FORK 0.1 MI., TURN LEFT FOR 0.2 MI., TAKE RIGHT FORK 0.4
 LP0473'MI., TURN RIGHT ALONG TRACK RD. 1.8 MI., TURN LEFT UPHILL 0.2 MI.,
 LP0473'LEAVE TRUCK AND PACK SE. TO RIDGE TOP, THENCE N. ALONG RIDGE TO
 LP0473'STATION ON HIGHEST POINT.  STATION CAN BE REACHED ONLY BY THIS ROUTE.
 LP0473'ABOUT 45 MINUTE PACK.
 LP0473'
 LP0473'STATION MARK--STANDARD TABLET, STAMPED ---CASTLE 2 1953---, CEMENTED
 LP0473'IN ROCK.
 LP0473'
 LP0473'REFERENCE MARK NO. 1--STANDARD RM TABLET, STAMPED ---NO 1 1953---,
 LP0473'CEMENTED IN ROCK, 9.85 FT. FROM STATION MARK, S 09 DEG 07 MIN E.
 LP0473'
 LP0473'REFERENCE MARK NO. 2--STANDARD RM TABLET, STAMPED ---NO 2 1953---,
 LP0473'CEMENTED IN ROCK, 10.0 FT. FROM STATION MARK, S 78 DEG 55 MIN W.
 LP0473
 LP0473                          STATION RECOVERY (1965)
 LP0473
 LP0473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0473'THE STATION IS LOCATED ON THE DUGWAY PROVING GROUNDS.  IT
 LP0473'IS ON THE HIGHEST POINT OF A PROMINENT LANDMARK WHICH IS LOCALLY
 LP0473'KNOWN AS CAMEL BACK RIDGE.  A TARGET WAS PLACED OVER THE
 LP0473'STATION AT THIS TIME.  THE STATION MARK AND 2 REFERENCE MARKS
 LP0473'WERE FOUND IN GOOD CONDITION BY THE BUILDING PARTY.
 LP0473'
 LP0473'TO REACH THE STATION FROM THE DITTO TECHNICAL CENTER GO WEST FOR
 LP0473'1.8 MILES TO A GUARD GATE AND A FORK.  TAKE THE LEFT FORK AND GO
 LP0473'SOUTHWEST FOR 2.5 MILES TO A PAVED ROAD LEFT.  TURN LEFT FOR
 LP0473'1.35 MILES TO A FORK, KEEP LEFT AND GO 2.55 MILES TO A SIDE ROAD
 LP0473'LEFT JUST PAST TOWER GRID.  TURN LEFT ON BLADED ROAD FOR 1.0
 LP0473'MILE TO A FORK.  TAKE THE LEFT FORK NORTHERY FOR 1.8 MILES
 LP0473'TO THE TOP OF THE RIDGE AND STATION CAMEL.  PACK TO THE TOP OF
 LP0473'THE MOUNTAIN AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0545 ***********************************************************************
 JM0545  DESIGNATION -  CASTLE BUTTE
 JM0545  PID         -  JM0545
 JM0545  STATE/COUNTY-  UT/WAYNE
 JM0545  COUNTRY     -  US
 JM0545  USGS QUAD   -  TURKS HEAD (2017)
 JM0545
 JM0545                         *CURRENT SURVEY CONTROL
 JM0545  ______________________________________________________________________
 JM0545* NAD 83(1994) POSITION- 38 17 11.44627(N) 109 59 02.08099(W)   ADJUSTED
 JM0545* NAVD 88 ORTHO HEIGHT -  1898.9   (meters)     6230.    (feet) VERTCON3
 JM0545  ______________________________________________________________________
 JM0545  GEOID HEIGHT    -        -20.176 (meters)                     GEOID18
 JM0545  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 JM0545  HORZ ORDER      -  SECOND
 JM0545
 JM0545.The horizontal coordinates were established by classical geodetic methods
 JM0545.and adjusted by the National Geodetic Survey in November 1997.
 JM0545
 JM0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0545
 JM0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0545.GEOID18 height accuracy estimate available here.
 JM0545
 JM0545.Click photographs - Photos may exist for this station.
 JM0545
 JM0545.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0545
 JM0545. The following values were computed from the NAD 83(1994) position.
 JM0545
 JM0545;                    North         East     Units Scale Factor Converg.
 JM0545;SPC UT S     - 3,180,856.174   632,634.865   MT  0.99998967   +0 55 44.0
 JM0545;SPC UT S     -10,435,858.96  2,075,569.55   sFT  0.99998967   +0 55 44.0
 JM0545;UTM  12      - 4,238,093.232   588,862.760   MT  0.99969725   +0 37 46.6
 JM0545
 JM0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0545!SPC UT S     -   0.99970529  x   0.99998967  =   0.99969496
 JM0545!UTM  12      -   0.99970529  x   0.99969725  =   0.99940263
 JM0545
 JM0545:                Primary Azimuth Mark                     Grid Az
 JM0545:SPC UT S     -  CASTLE BUTTE AZ MK                       297 12 41.0
 JM0545:UTM  12      -  CASTLE BUTTE AZ MK                       297 30 38.4
 JM0545
 JM0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH8886238093(NAD 83)
 JM0545
 JM0545|---------------------------------------------------------------------|
 JM0545| PID    Reference Object                     Distance      Geod. Az  |
 JM0545|                                                           dddmmss.s |
 JM0545| CM6215 CASTLE BUTTE RM 3                     3.809 METERS 15545     |
 JM0545| CM6214 CASTLE BUTTE RM 1                     4.668 METERS 27357     |
 JM0545| CM6213 CASTLE BUTTE AZ MK                                 2980825.0 |
 JM0545|---------------------------------------------------------------------|
 JM0545
 JM0545                          SUPERSEDED SURVEY CONTROL
 JM0545
 JM0545  NAD 83(1986)-  38 17 11.43674(N)    109 59 02.08044(W) AD(       ) 2
 JM0545  NAD 27      -  38 17 11.49480(N)    109 58 59.62673(W) AD(       ) 2
 JM0545  NGVD 29 (07/19/86) 1898.0    (m)         6227.     (f) VERT ANG       
 JM0545
 JM0545.Superseded values are not recommended for survey control.
 JM0545
 JM0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0545.See file dsdata.pdf to determine how the superseded data were derived.
 JM0545
 JM0545_MARKER: DD = SURVEY DISK
 JM0545_SETTING: 66 = SET IN ROCK OUTCROP
 JM0545_STAMPING: CASTLE BUTTE 1951
 JM0545_MARK LOGO: USGS
 JM0545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0545+STABILITY: POSITION/ELEVATION WELL
 JM0545
 JM0545  HISTORY     - Date     Condition        Report By
 JM0545  HISTORY     - 1951     MONUMENTED       USGS
 JM0545  HISTORY     - 1963     GOOD             CGS
 JM0545  HISTORY     - 1963     GOOD             USGS
 JM0545
 JM0545                          STATION DESCRIPTION
 JM0545
 JM0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JM0545'THE STATION IS LOCATED ABOUT 42 MILES NORTHEAST OF HITE, 31
 JM0545'MILES SOUTHWEST OF MOAB, 8-1/2 MILES NORTHWEST OF THE JUNCTION
 JM0545'OF THE GREEN AND COLORADO RIVERS, 2 MILES WEST OF THE GREEN
 JM0545'RIVER ON A HIGH, PROMINENT BUTTE KNOWN AS CASTLE BUTTE.
 JM0545'
 JM0545'TO REACH THE STATION BY HELICOPTER FROM HITE FLY NORTHEAST ON
 JM0545'A TRUE COURSE OF 36 DEGREES FOR ABOUT 42 MILES TO THE BUTTE
 JM0545'AND STATION.  THE WALLS OF THE BUTTE ARE VERTICAL AND THERE
 JM0545'IS NO OTHER FEASIBLE WAY TO REACH THE STATION EXCEPT BY
 JM0545'HELICOPTER.
 JM0545'
 JM0545'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 JM0545'CASTLE BUTTE 1951, SET FLUSH IN A DRILL HOLE IN OUTCROPPING
 JM0545'BEDROCK, 12 FEET NORTH OF THE SOUTH EDGE OF THE BUTTE, 10
 JM0545'FEET NORTHEAST OF A CAIRN AND 10 FEET SOUTH OF THE NORTH EDGE
 JM0545'OF THE BUTTE.
 JM0545'
 JM0545'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 JM0545'DISK, STAMPED CASTLE BUTTE NO 1 1951, SET FLUSH IN A DRILL
 JM0545'HOLE IN OUTCROPPING BEDROCK, 4 FEET SOUTHWEST OF THE CAIRN
 JM0545'AND 3 FEET NORTH OF THE SOUTH EDGE OF THE BEDROCK.
 JM0545'
 JM0545'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CASTLE BUTTE
 JM0545'USGS NO 3 1963, SET FLUSH IN A DRILL HOLE IN OUTCROPPING
 JM0545'BEDROCK, 21 FEET EAST OF THE CAIRN AND 3 FEET SOUTH OF THE
 JM0545'NORTH EDGE OF THE BUTTE.
 JM0545'
 JM0545'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CASTLE BUTTE
 JM0545'USGS 1963, SET FLUSH IN A DRILL HOLE, 19 FEET SOUTH OF THE
 JM0545'NORTH EDGE OF THE BUTTE AND 3 FEET EAST OF A CAIRN.
 JM0545
 JM0545                          STATION RECOVERY (1963)
 JM0545
 JM0545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JM0545'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5830 ***********************************************************************
 AI5830  DESIGNATION -  CASTLE GPS BASE STATION ARP
 AI5830  PID         -  AI5830
 AI5830  STATE/COUNTY-  UT/EMERY
 AI5830  COUNTRY     -  US
 AI5830  USGS QUAD   -  BOB HILL KNOLL (2017)
 AI5830
 AI5830                         *CURRENT SURVEY CONTROL
 AI5830  ______________________________________________________________________
 AI5830* NAD 83(2011) POSITION- 39 11 27.66141(N) 110 40 38.28098(W)   ADJUSTED
 AI5830* NAD 83(2011) ELLIP HT-  2245.895 (meters)        (06/27/12)   ADJUSTED
 AI5830* NAD 83(2011) EPOCH   -  2010.00
 AI5830* NAVD 88 ORTHO HEIGHT -  2264.0   (meters)     7428.    (feet) GPS OBS
 AI5830  ______________________________________________________________________
 AI5830  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5830  GEOID HEIGHT    -        -18.110 (meters)                     GEOID09
 AI5830  GEOID HEIGHT    -        -18.154 (meters)                     GEOID18
 AI5830  NAD 83(2011) X  - -1,748,464.360 (meters)                     COMP
 AI5830  NAD 83(2011) Y  - -4,632,726.670 (meters)                     COMP
 AI5830  NAD 83(2011) Z  -  4,010,194.256 (meters)                     COMP
 AI5830  LAPLACE CORR    -          2.83  (seconds)                    DEFLEC18
 AI5830
 AI5830  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5830  Standards:
 AI5830         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5830            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5830  -------------------------------------------------------------------
 AI5830  NETWORK    0.14   0.29           0.06   0.05   0.15     -0.00560636
 AI5830  -------------------------------------------------------------------
 AI5830  Click here for local accuracies and other accuracy information.
 AI5830
 AI5830.The horizontal coordinates were established by GPS observations
 AI5830.and adjusted by the National Geodetic Survey in June 2012.
 AI5830
 AI5830.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5830.been affixed to the stable North American tectonic plate. See 
 AI5830.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5830
 AI5830.The horizontal coordinates are valid at the epoch date displayed above
 AI5830.which is a decimal equivalence of Year/Month/Day.
 AI5830
 AI5830.The orthometric height was determined by GPS observations and a
 AI5830.high-resolution geoid model.
 AI5830
 AI5830.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5830.GEOID18 height accuracy estimate available here.
 AI5830
 AI5830.Click photographs - Photos may exist for this station.
 AI5830
 AI5830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5830
 AI5830.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5830
 AI5830.The ellipsoidal height was determined by GPS observations
 AI5830.and is referenced to NAD 83.
 AI5830
 AI5830. The following values were computed from the NAD 83(2011) position.
 AI5830
 AI5830;                    North         East     Units Scale Factor Converg.
 AI5830;SPC UT C     - 2,095,546.923   571,071.763   MT  0.99996153   +0 31 37.2
 AI5830;SPC UT C     - 6,875,140.20  1,873,591.28   sFT  0.99996153   +0 31 37.2
 AI5830;UTM  12      - 4,338,023.891   527,867.877   MT  0.99960956   +0 12 14.1
 AI5830
 AI5830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5830!SPC UT C     -   0.99964776  x   0.99996153  =   0.99960930
 AI5830!UTM  12      -   0.99964776  x   0.99960956  =   0.99925746
 AI5830
 AI5830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ2786738023(NAD 83)
 AI5830
 AI5830                          SUPERSEDED SURVEY CONTROL
 AI5830
 AI5830  NAD 83(2007)-  39 11 27.66093(N)    110 40 38.28181(W) AD(2002.00) 0
 AI5830  ELLIP H (02/10/07) 2245.909  (m)                       GP(2002.00)    
 AI5830  NAD 83(1994)-  39 11 27.66060(N)    110 40 38.28138(W) AD(       ) A
 AI5830  ELLIP H (06/28/00) 2245.925  (m)                       GP(       ) 4 1
 AI5830  NAVD 88 (06/28/00) 2264.0    (m)  GEOID99  model used  GPS OBS        
 AI5830
 AI5830.Superseded values are not recommended for survey control.
 AI5830
 AI5830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5830.See file dsdata.pdf to determine how the superseded data were derived.
 AI5830
 AI5830_MARKER: Z = SEE DESCRIPTION
 AI5830_SETTING: 0 = UNSPECIFIED SETTING
 AI5830_MARK LOGO: NONE
 AI5830_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5830+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1999
 AI5830
 AI5830  HISTORY     - Date     Condition        Report By
 AI5830  HISTORY     - 1996     MONUMENTED
 AI5830  HISTORY     - 19990615 GOOD             NGS
 AI5830
 AI5830                          STATION DESCRIPTION
 AI5830
 AI5830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AI5830'THE STATION IS A GPS BASE STATION ARP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0535 ***********************************************************************
 HO0535  DESIGNATION -  CASTO
 HO0535  PID         -  HO0535
 HO0535  STATE/COUNTY-  UT/GARFIELD
 HO0535  COUNTRY     -  US
 HO0535  USGS QUAD   -  PANGUITCH (2017)
 HO0535
 HO0535                         *CURRENT SURVEY CONTROL
 HO0535  ______________________________________________________________________
 HO0535* NAD 83(1994) POSITION- 37 46 23.65129(N) 112 23 06.77179(W)   ADJUSTED
 HO0535* NAVD 88 ORTHO HEIGHT -  2088.1   (meters)     6851.    (feet) VERTCON3
 HO0535  ______________________________________________________________________
 HO0535  GEOID HEIGHT    -        -20.251 (meters)                     GEOID18
 HO0535  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 HO0535  HORZ ORDER      -  SECOND
 HO0535
 HO0535.The horizontal coordinates were established by classical geodetic methods
 HO0535.and adjusted by the National Geodetic Survey in November 1997.
 HO0535
 HO0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0535
 HO0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0535.GEOID18 height accuracy estimate available here.
 HO0535
 HO0535.Click photographs - Photos may exist for this station.
 HO0535
 HO0535.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0535
 HO0535. The following values were computed from the NAD 83(1994) position.
 HO0535
 HO0535;                    North         East     Units Scale Factor Converg.
 HO0535;SPC UT S     - 3,123,180.004   422,015.601   MT  0.99995131   -0 32 32.5
 HO0535;SPC UT S     -10,246,633.06  1,384,562.85   sFT  0.99995131   -0 32 32.5
 HO0535;UTM  12      - 4,181,559.033   378,005.344   MT  0.99978331   -0 50 55.0
 HO0535
 HO0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0535!SPC UT S     -   0.99967563  x   0.99995131  =   0.99962695
 HO0535!UTM  12      -   0.99967563  x   0.99978331  =   0.99945901
 HO0535
 HO0535:                Primary Azimuth Mark                     Grid Az
 HO0535:SPC UT S     -  RED                                      163 07 41.2
 HO0535:UTM  12      -  RED                                      163 26 03.7
 HO0535
 HO0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG7800581559(NAD 83)
 HO0535
 HO0535|---------------------------------------------------------------------|
 HO0535| PID    Reference Object                     Distance      Geod. Az  |
 HO0535|                                                           dddmmss.s |
 HO0535| CH2880 CASTO RM 1                            9.143 METERS 06946     |
 HO0535| HO0534 RED                                 APPROX. 2.6 KM 1623508.7 |
 HO0535| CH2881 CASTO RM 2                           10.221 METERS 18325     |
 HO0535|---------------------------------------------------------------------|
 HO0535
 HO0535                          SUPERSEDED SURVEY CONTROL
 HO0535
 HO0535  NAD 83(1986)-  37 46 23.64958(N)    112 23 06.77295(W) AD(       ) 2
 HO0535  NAD 27      -  37 46 23.72879(N)    112 23 04.03557(W) AD(       ) 2
 HO0535  NGVD 29 (07/19/86) 2086.7    (m)         6846.     (f) VERT ANG       
 HO0535
 HO0535.Superseded values are not recommended for survey control.
 HO0535
 HO0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0535.See file dsdata.pdf to determine how the superseded data were derived.
 HO0535
 HO0535_MARKER: DD = SURVEY DISK
 HO0535_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HO0535+WITH SETTING: INFORMATION.
 HO0535_STAMPING: CASTO 1971
 HO0535_MARK LOGO: USGS
 HO0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0535
 HO0535  HISTORY     - Date     Condition        Report By
 HO0535  HISTORY     - 1971     MONUMENTED       USGS
 HO0535
 HO0535                          STATION DESCRIPTION
 HO0535
 HO0535'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HO0535'LOCATED ABOUT 4 MI (AIRLINE) SSE. OF PANGUITCH, UTAH.  NEAR THE
 HO0535'NOSE OF A BARE RIDGE ABOVE THE SEVIER RIVER.
 HO0535'
 HO0535'TO REACH FROM THE TRAFFIC LIGHT IN PANGUITCH, DRIVE S. ON
 HO0535'U.S. HIGHWAY 89 FOR 3.9 MI TO A RD. JCT.  TURN LEFT ONTO A
 HO0535'GRAVEL RD. FOR 0.1 MI TO A Y-FORK WHICH IS 100 FT PAST A WOODEN
 HO0535'BRIDGE ACROSS THE SEVIER RIVER.  TAKE THE RIGHT FORK 0.2 MI TO A
 HO0535'RD. INTERSECTION AT THE CORNER OF A CORRAL.  TURN RIGHT ALONG
 HO0535'A WIRE FENCE FOR 0.5 MI TO A RD. FK.  TAKE A TRACK RD. LEFT
 HO0535'0.1 MI TO A RIDGE.  TURN LEFT AND DRIVE CROSS-COUNTRY UP THE
 HO0535'RIDGE FOR 0.1 MI AND THE STATION.
 HO0535'
 HO0535'STATION MARK--A STANDARD USGS BRASS TABLET STAMPED CASTO 1971
 HO0535'SET ON COPPER-COATED ROD.
 HO0535'
 HO0535'REFERENCE MARK NO. 1--A STANDARD USGS BRASS TABLET STAMPED
 HO0535'CASTO 1 1971 SET ON COPPER-COATED ROD.
 HO0535'
 HO0535'REFERENCE MARK NO. 2--A STANDARD USGS BRASS TABLET STAMPED
 HO0535'CASTO 2 1971 SET ON A COPPER-COATED ROD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0524 ***********************************************************************
 JM0524  DESIGNATION -  CAT
 JM0524  PID         -  JM0524
 JM0524  STATE/COUNTY-  UT/SAN JUAN
 JM0524  COUNTRY     -  US
 JM0524  USGS QUAD   -  HARTS POINT NORTH (2017)
 JM0524
 JM0524                         *CURRENT SURVEY CONTROL
 JM0524  ______________________________________________________________________
 JM0524* NAD 83(1994) POSITION- 38 13 09.06822(N) 109 30 46.73482(W)   ADJUSTED
 JM0524* NAVD 88 ORTHO HEIGHT -  1914.0   (meters)     6280.    (feet) VERTCON3
 JM0524  ______________________________________________________________________
 JM0524  GEOID HEIGHT    -        -19.241 (meters)                     GEOID18
 JM0524  LAPLACE CORR    -          2.45  (seconds)                    DEFLEC18
 JM0524  HORZ ORDER      -  THIRD
 JM0524
 JM0524.The horizontal coordinates were established by classical geodetic methods
 JM0524.and adjusted by the National Geodetic Survey in November 1997.
 JM0524
 JM0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0524
 JM0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0524.GEOID18 height accuracy estimate available here.
 JM0524
 JM0524.Click photographs - Photos may exist for this station.
 JM0524
 JM0524.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0524
 JM0524. The following values were computed from the NAD 83(1994) position.
 JM0524
 JM0524;                    North         East     Units Scale Factor Converg.
 JM0524;SPC UT S     - 3,174,156.219   673,987.401   MT  0.99998007   +1 13 02.7
 JM0524;SPC UT S     -10,413,877.53  2,211,240.33   sFT  0.99998007   +1 13 02.7
 JM0524;UTM  12      - 4,231,179.752   630,170.139   MT  0.99980868   +0 55 12.4
 JM0524
 JM0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0524!SPC UT S     -   0.99970279  x   0.99998007  =   0.99968286
 JM0524!UTM  12      -   0.99970279  x   0.99980868  =   0.99951153
 JM0524
 JM0524:                Primary Azimuth Mark                     Grid Az
 JM0524:SPC UT S     -  HATCH ROCK                               077 27 05.3
 JM0524:UTM  12      -  HATCH ROCK                               077 44 55.6
 JM0524
 JM0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH3017031179(NAD 83)
 JM0524
 JM0524|---------------------------------------------------------------------|
 JM0524| PID    Reference Object                     Distance      Geod. Az  |
 JM0524|                                                           dddmmss.s |
 JM0524| JM0506 HATCH ROCK                          APPROX. 5.1 KM 0784008.0 |
 JM0524|---------------------------------------------------------------------|
 JM0524
 JM0524                          SUPERSEDED SURVEY CONTROL
 JM0524
 JM0524  NAD 83(1986)-  38 13 09.05805(N)    109 30 46.73637(W) AD(       ) 3
 JM0524  NAD 27      -  38 13 09.10478(N)    109 30 44.32489(W) AD(       ) 3
 JM0524  NGVD 29 (07/19/86) 1912.9    (m)         6276.     (f) VERT ANG       
 JM0524
 JM0524.Superseded values are not recommended for survey control.
 JM0524
 JM0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0524.See file dsdata.pdf to determine how the superseded data were derived.
 JM0524
 JM0524_MARKER: DD = SURVEY DISK
 JM0524_SETTING: 66 = SET IN ROCK OUTCROP
 JM0524_STAMPING: CAT 1953
 JM0524_MARK LOGO: USGS
 JM0524_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0524+STABILITY: POSITION/ELEVATION WELL
 JM0524
 JM0524  HISTORY     - Date     Condition        Report By
 JM0524  HISTORY     - 1953     MONUMENTED       USGS
 JM0524  HISTORY     - 1954     GOOD             USGS
 JM0524
 JM0524                          STATION DESCRIPTION
 JM0524
 JM0524'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JM0524'LOCATED ABOUT 23 MI. S. OF MOAB, 21 MI. ENE. OF CONFLUENCE OF GREEN
 JM0524'AND COLORADO RIVERS, ON HIGHEST POINT OF SMOOTH BARE PINK SANDSTONE
 JM0524'OUTCROP.
 JM0524'
 JM0524'STATION REACHED BY HELICOPTER.  (MAY BE REACHED BY TRUCK BY DRIVING
 JM0524'OUT RD. TO LOCKHART POINT.  THE RD. WHICH ENDS NEAR LOCKHART POINT
 JM0524'MAKES SHARP TURN W. AND PASSES BETWEEN THIS SANDSTONE OUTCROP AND
 JM0524'ANOTHER EXACTLY SIMILAR TO THE S.  (THESE OUTCROPS OF SANDSTONE ARE
 JM0524'ABOUT 60 FT. HIGH.)
 JM0524'
 JM0524'STATION MARK--STANDARD TABLET STAMPED ---CAT 1953--- CEMENTED IN
 JM0524'DRILL HOLE IN SOFT SANDSTONE.
 JM0524'
 JM0524'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---1
 JM0524'1953--- CEMENTED IN DRILL HOLE IN SANDSTONE TOP, 9.23 FT. FROM
 JM0524'STATION MARK, S 13 DEG 45 MIN W.
 JM0524'
 JM0524'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED ---2
 JM0524'1953--- CEMENTED IN DRILL HOLE IN SANDSTONE TOP, 9.29 FT. FROM
 JM0524'STATION MARK, N 60 DEG 39 MIN W.
 JM0524
 JM0524                          STATION RECOVERY (1954)
 JM0524
 JM0524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (CLP)
 JM0524'FOUND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0490 ***********************************************************************
 JN0490  DESIGNATION -  CAT
 JN0490  PID         -  JN0490
 JN0490  STATE/COUNTY-  UT/EMERY
 JN0490  COUNTRY     -  US
 JN0490  USGS QUAD   -  TOMSICH BUTTE (2017)
 JN0490
 JN0490                         *CURRENT SURVEY CONTROL
 JN0490  ______________________________________________________________________
 JN0490* NAD 83(1994) POSITION- 38 44 52.43807(N) 110 58 46.18052(W)   ADJUSTED
 JN0490* NAVD 88 ORTHO HEIGHT -  2204.0   (meters)     7231.    (feet) VERTCON3
 JN0490  ______________________________________________________________________
 JN0490  GEOID HEIGHT    -        -18.349 (meters)                     GEOID18
 JN0490  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 JN0490  HORZ ORDER      -  THIRD
 JN0490
 JN0490.The horizontal coordinates were established by classical geodetic methods
 JN0490.and adjusted by the National Geodetic Survey in November 1997.
 JN0490
 JN0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0490
 JN0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0490.GEOID18 height accuracy estimate available here.
 JN0490
 JN0490.Click photographs - Photos may exist for this station.
 JN0490
 JN0490.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0490
 JN0490. The following values were computed from the NAD 83(1994) position.
 JN0490
 JN0490;                    North         East     Units Scale Factor Converg.
 JN0490;SPC UT C     - 2,046,158.368   545,252.313   MT  1.00007716   +0 20 00.3
 JN0490;SPC UT C     - 6,713,104.58  1,788,881.96   sFT  1.00007716   +0 20 00.3
 JN0490;UTM  12      - 4,288,801.521   501,781.883   MT  0.99960004   +0 00 46.2
 JN0490
 JN0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0490!SPC UT C     -   0.99965719  x   1.00007716  =   0.99973432
 JN0490!UTM  12      -   0.99965719  x   0.99960004  =   0.99925737
 JN0490
 JN0490:                Primary Azimuth Mark                     Grid Az
 JN0490:SPC UT C     -  SQUARE TOP                               067 44 39.5
 JN0490:UTM  12      -  SQUARE TOP                               068 03 53.6
 JN0490
 JN0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH0178188801(NAD 83)
 JN0490
 JN0490|---------------------------------------------------------------------|
 JN0490| PID    Reference Object                     Distance      Geod. Az  |
 JN0490|                                                           dddmmss.s |
 JN0490| JN0495 SQUARE TOP                          APPROX. 7.8 KM 0680439.8 |
 JN0490|---------------------------------------------------------------------|
 JN0490
 JN0490                          SUPERSEDED SURVEY CONTROL
 JN0490
 JN0490  NAD 83(1986)-  38 44 52.42915(N)    110 58 46.17513(W) AD(       ) 3
 JN0490  NAD 27      -  38 44 52.51302(N)    110 58 43.58628(W) AD(       ) 3
 JN0490  NGVD 29 (07/19/86) 2202.8    (m)         7227.     (f) VERT ANG       
 JN0490
 JN0490.Superseded values are not recommended for survey control.
 JN0490
 JN0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0490.See file dsdata.pdf to determine how the superseded data were derived.
 JN0490
 JN0490_MARKER: DD = SURVEY DISK
 JN0490_SETTING: 0 = UNSPECIFIED SETTING
 JN0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0490
 JN0490  HISTORY     - Date     Condition        Report By
 JN0490  HISTORY     - 1952     MONUMENTED       USGS
 JN0490
 JN0490                          STATION DESCRIPTION
 JN0490
 JN0490'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0490'LOCATED ABOUT 28.0 MI. NW. OF HANKSVILLE, 18.0 MI. SW. OF EMERY, 4.5
 JN0490'MI. N. OF JUNCTION OF REDS CANYON AND MUDDY RIVER 1.5 MI. CAT CANYON,
 JN0490'ON S. END OF HIGH TIMBERED SLOPE WHICH BREAKS ABRUPTLY TO S. AND
 JN0490'OVERLOOKS MUDDY RIVER.
 JN0490'
 JN0490'STATION REACHED BY HELICOPTER LANDING AT CLEARING N. OF STATION.
 JN0490'THERE IS A MINE RD. INTO TOMSICH MOUNTAIN, ABOUT 3.5 MI. S. OF STATION
 JN0490'BUT LAND TRAVEL FROM S. APPEARS DIFFICULT, STATION COULD MOST EASILY
 JN0490'BE REACHED FROM MULLIGAN WASH BY PACKING E. UP SPARSLY TIMBERED SLOPE.
 JN0490'
 JN0490'STATION MARK - STANDARD TABLET STAMPED ---CAT 1952--- WELDED TO 2 IN.
 JN0490'PIPE PROJECTING ABOUT 6 IN. ABOVE GROUND.
 JN0490'
 JN0490'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER IN TOP OF SAWED STUMP,
 JN0490'5.59 FT. FROM STATION MARK, S 49 DEG 47 MIN E.
 JN0490'
 JN0490'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER IN TOP OF SAWED STUMP
 JN0490'25.66 FT. FROM STATION MARK, S 75 DEG 16 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0447 ***********************************************************************
 JN0447  DESIGNATION -  CATARACT
 JN0447  PID         -  JN0447
 JN0447  STATE/COUNTY-  UT/GARFIELD
 JN0447  COUNTRY     -  US
 JN0447  USGS QUAD   -  CLEARWATER CANYON (2017)
 JN0447
 JN0447                         *CURRENT SURVEY CONTROL
 JN0447  ______________________________________________________________________
 JN0447* NAD 83(1994) POSITION- 38 00 32.52101(N) 110 12 09.91331(W)   ADJUSTED
 JN0447* NAVD 88 ORTHO HEIGHT -  2129.8   (meters)     6988.    (feet) VERTCON3
 JN0447  ______________________________________________________________________
 JN0447  GEOID HEIGHT    -        -20.346 (meters)                     GEOID18
 JN0447  LAPLACE CORR    -          0.30  (seconds)                    DEFLEC18
 JN0447  HORZ ORDER      -  THIRD
 JN0447
 JN0447.The horizontal coordinates were established by classical geodetic methods
 JN0447.and adjusted by the National Geodetic Survey in November 1997.
 JN0447
 JN0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0447
 JN0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0447.GEOID18 height accuracy estimate available here.
 JN0447
 JN0447.Click photographs - Photos may exist for this station.
 JN0447
 JN0447.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0447
 JN0447. The following values were computed from the NAD 83(1994) position.
 JN0447
 JN0447;                    North         East     Units Scale Factor Converg.
 JN0447;SPC UT S     - 3,149,772.006   613,918.030   MT  0.99995898   +0 47 41.3
 JN0447;SPC UT S     -10,333,876.99  2,014,162.74   sFT  0.99995898   +0 47 41.3
 JN0447;UTM  12      - 4,207,117.172   569,988.059   MT  0.99966033   +0 29 27.4
 JN0447
 JN0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0447!SPC UT S     -   0.99966911  x   0.99995898  =   0.99962810
 JN0447!UTM  12      -   0.99966911  x   0.99966033  =   0.99932955
 JN0447
 JN0447:                Primary Azimuth Mark                     Grid Az
 JN0447:SPC UT S     -  ORANGE=ET U 204                          248 38 36.9
 JN0447:UTM  12      -  ORANGE=ET U 204                          248 56 50.8
 JN0447
 JN0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH6998807117(NAD 83)
 JN0447
 JN0447|---------------------------------------------------------------------|
 JN0447| PID    Reference Object                     Distance      Geod. Az  |
 JN0447|                                                           dddmmss.s |
 JN0447| HN0844 ORANGE=ET U 204                     APPROX. 8.5 KM 2492618.2 |
 JN0447|---------------------------------------------------------------------|
 JN0447
 JN0447                          SUPERSEDED SURVEY CONTROL
 JN0447
 JN0447  NAD 83(1986)-  38 00 32.51380(N)    110 12 09.91325(W) AD(       ) 3
 JN0447  NAD 27      -  38 00 32.56176(N)    110 12 07.42247(W) AD(       ) 3
 JN0447  NGVD 29 (07/19/86) 2128.7    (m)         6984.     (f) VERT ANG       
 JN0447
 JN0447.Superseded values are not recommended for survey control.
 JN0447
 JN0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0447.See file dsdata.pdf to determine how the superseded data were derived.
 JN0447
 JN0447
 JN0447  HISTORY     - Date     Condition        Report By
 JN0447  HISTORY     - 1952     MONUMENTED       USGS
 JN0447  HISTORY     - 1953     GOOD             USGS
 JN0447
 JN0447                          STATION DESCRIPTION
 JN0447
 JN0447'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JN0447'LOCATED ABOUT 10 MI. FROM MILLE CRAG BEND IN COLORADO RIVER AND 7 MI.
 JN0447'N. OF JUNCTION OF COLORADO  RIVER AND DARK CANYON, ON S. TIP OF SHARP
 JN0447'SE. STRIKING RIDGE KNOWN AS RED POINT.  STATION OVERLOOKS CATARACT
 JN0447'CANYON IN COLORADO RIVER TO S.
 JN0447'
 JN0447'STATION REACHED BY HELICOPTER.
 JN0447'
 JN0447'STATION MARK - STANDARD TABLET STAMPED ---CATARACT 1952--- CEMENTED IN
 JN0447'DRILL HOLE IN RED SANDSTONE.
 JN0447'
 JN0447'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED---R.M. 1
 JN0447'1952--- CEMENTED IN DRILL HOLE IN RED SANDSTONE, 16.4 FT. FROM
 JN0447'STATION MARK, N 60 DEG 10 MIN E.
 JN0447'
 JN0447'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---R.M. 2
 JN0447'1952--- CEMENTED IN DRILL HOLE IN RED SANDSTONE, 12.5 FT. FROM STATION
 JN0447'MARK, N 46 DEG 26 MIN W.
 JN0447'
 JN0447'STATION FOUND AS DESCRIBED.  ALL MARKS FOUND IN GOOD
 JN0447'CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0719 ***********************************************************************
 MS0719  DESIGNATION -  CAUSEWAY
 MS0719  PID         -  MS0719
 MS0719  STATE/COUNTY-  UT/BOX ELDER
 MS0719  COUNTRY     -  US
 MS0719  USGS QUAD   -  PROMONTORY POINT (2017)
 MS0719
 MS0719                         *CURRENT SURVEY CONTROL
 MS0719  ______________________________________________________________________
 MS0719* NAD 83(1994) POSITION- 41 13 59.62803(N) 112 22 58.56597(W)   ADJUSTED
 MS0719* NAVD 88 ORTHO HEIGHT -  1281.4   (meters)     4204.    (feet) VERTCON3
 MS0719  ______________________________________________________________________
 MS0719  GEOID HEIGHT    -        -16.741 (meters)                     GEOID18
 MS0719  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 MS0719  HORZ ORDER      -  SECOND
 MS0719
 MS0719.The horizontal coordinates were established by classical geodetic methods
 MS0719.and adjusted by the National Geodetic Survey in November 1997.
 MS0719
 MS0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0719
 MS0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0719.GEOID18 height accuracy estimate available here.
 MS0719
 MS0719.Click photographs - Photos may exist for this station.
 MS0719
 MS0719.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0719
 MS0719. The following values were computed from the NAD 83(1994) position.
 MS0719
 MS0719;                    North         East     Units Scale Factor Converg.
 MS0719;SPC UT N     - 1,100,309.334   425,981.043   MT  0.99995689   -0 34 55.8
 MS0719;SPC UT N     - 3,609,931.54  1,397,572.81   sFT  0.99995689   -0 34 55.8
 MS0719;UTM  12      - 4,565,570.343   384,102.502   MT  0.99976531   -0 54 41.9
 MS0719
 MS0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0719!SPC UT N     -   0.99980167  x   0.99995689  =   0.99975857
 MS0719!UTM  12      -   0.99980167  x   0.99976531  =   0.99956702
 MS0719
 MS0719:                Primary Azimuth Mark                     Grid Az
 MS0719:SPC UT N     -  POINT                                    231 29 40.4
 MS0719:UTM  12      -  POINT                                    231 49 26.5
 MS0719
 MS0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL8410265570(NAD 83)
 MS0719
 MS0719|---------------------------------------------------------------------|
 MS0719| PID    Reference Object                     Distance      Geod. Az  |
 MS0719|                                                           dddmmss.s |
 MS0719| MS0720 CORNER DIKE                           1.890 METERS 03958     |
 MS0719| CM5282 CAUSEWAY RM 2                         6.754 METERS 09119     |
 MS0719| MS0718 POINT                               APPROX. 5.0 KM 2305444.6 |
 MS0719| MS0721 PROMONTORY PT AIRPORT BEACON        APPROX. 4.5 KM 2391328.7 |
 MS0719| CM5281 CAUSEWAY RM 1                         6.184 METERS 35730     |
 MS0719|---------------------------------------------------------------------|
 MS0719
 MS0719                          SUPERSEDED SURVEY CONTROL
 MS0719
 MS0719  NAD 83(1993)-  41 13 59.62669(N)    112 22 58.56486(W) AD(       ) 2
 MS0719  NAD 83(1986)-  41 13 59.61721(N)    112 22 58.55583(W) AD(       ) 2
 MS0719  NAD 27      -  41 13 59.84739(N)    112 22 55.71630(W) AD(       ) 2
 MS0719  NGVD 29 (07/19/86) 1280.5    (m)         4201.     (f) VERT ANG       
 MS0719
 MS0719.Superseded values are not recommended for survey control.
 MS0719
 MS0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0719.See file dsdata.pdf to determine how the superseded data were derived.
 MS0719
 MS0719_MARKER: DD = SURVEY DISK
 MS0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0719_STAMPING: CAUSEWAY ET 1966
 MS0719_MARK LOGO: USGS
 MS0719_PROJECTION: PROJECTING 15 CENTIMETERS
 MS0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0719+STABILITY: SURFACE MOTION
 MS0719
 MS0719  HISTORY     - Date     Condition        Report By
 MS0719  HISTORY     - 1966     MONUMENTED       USGS
 MS0719
 MS0719                          STATION DESCRIPTION
 MS0719
 MS0719'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (RWH)
 MS0719'LOCATED ABOUT 21 MI. (AIRLINE) SW. OF WILLARD.  ABOUT 19 MI.
 MS0719'WNW. OF ROY.  ABOUT 3.5 MI. NE. OF PROMONTORY POINT AIRSTRIP.
 MS0719'ABOUT 0.4 MI. N. OF LUCIN CUTOFF CAUSEWAY..  AT THE CORNER
 MS0719'OF A DIKE IN THE MUD FLATS.
 MS0719'
 MS0719'TO REACH FROM THE JUNCTION OF U.S. 30S, 191 AND STATE HIGHWAY
 MS0719'83 IN CORINNE, GO W. ON STATE 83 FOR 16.85 MI. TO RD. FORK.  TAKE
 MS0719'LEFT FORK (W.) AND CONTINUE ON STATE 83 FOR 2.05 MI.  TAKE
 MS0719'LEFT FORK S. TO PROMONTORY POINT FOR 29.7 MI. TO TRACK RD.
 MS0719'GOING E. (WHICH IS JUST S. OF AN ABANDONED HOUSE).  TURN LEFT
 MS0719'ON TRACK RD. FOR 0.6 MI. TO EDGE OF MUD FLATS.  PACK E. ACROSS
 MS0719'MUD FLATS TO CORNER OF SMALL DIKE.  ABOUT A 10-MINUTE PACK.
 MS0719'
 MS0719'STATION MARK--STANDARD TABLET STAMPED CAUSEWAY ET 1966 SET
 MS0719'IN TOP OF A CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND.
 MS0719'
 MS0719'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 MS0719'NO 1 1966 SET IN TOP OF A CONCRETE POST PROJECTING 0.2 FT.
 MS0719'ABOVE GROUND.
 MS0719'
 MS0719'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 MS0719'NO 2 1966 SET IN TOP OF A CONCRETE POST PROJECTING 0.5 FT.
 MS0719'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0552 ***********************************************************************
 LP0552  DESIGNATION -  CAUSEWAY E
 LP0552  PID         -  LP0552
 LP0552  STATE/COUNTY-  UT/TOOELE
 LP0552  COUNTRY     -  US
 LP0552  USGS QUAD   -  GRANITE PEAK (2017)
 LP0552
 LP0552                         *CURRENT SURVEY CONTROL
 LP0552  ______________________________________________________________________
 LP0552* NAD 83(1994) POSITION- 40 09 09.60413(N) 113 22 13.04666(W)   ADJUSTED
 LP0552* NAVD 88 ORTHO HEIGHT -  1302.    (meters)     4272.    (feet) SCALED
 LP0552  ______________________________________________________________________
 LP0552  GEOID HEIGHT    -        -18.937 (meters)                     GEOID18
 LP0552  LAPLACE CORR    -          2.20  (seconds)                    DEFLEC18
 LP0552  HORZ ORDER      -  FIRST
 LP0552
 LP0552.The horizontal coordinates were established by classical geodetic methods
 LP0552.and adjusted by the National Geodetic Survey in November 1997.
 LP0552
 LP0552.The orthometric height was scaled from a topographic map.
 LP0552
 LP0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0552.GEOID18 height accuracy estimate available here.
 LP0552
 LP0552.Click photographs - Photos may exist for this station.
 LP0552
 LP0552.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0552
 LP0552. The following values were computed from the NAD 83(1994) position.
 LP0552
 LP0552;                    North         East     Units Scale Factor Converg.
 LP0552;SPC UT C     - 2,203,647.294   340,670.201   MT  0.99991415   -1 11 53.0
 LP0552;SPC UT C     - 7,229,799.50  1,117,682.15   sFT  0.99991415   -1 11 53.0
 LP0552;UTM  12      - 4,447,395.676   298,114.186   MT  1.00010176   -1 31 44.2
 LP0552
 LP0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0552!SPC UT C     -   0.99979876  x   0.99991415  =   0.99971293
 LP0552!UTM  12      -   0.99979876  x   1.00010176  =   0.99990050
 LP0552
 LP0552:                Primary Azimuth Mark                     Grid Az
 LP0552:SPC UT C     -  CAUSEWAY E AZ MK                         255 36 15.0
 LP0552:UTM  12      -  CAUSEWAY E AZ MK                         255 56 06.2
 LP0552
 LP0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK9811447395(NAD 83)
 LP0552
 LP0552|---------------------------------------------------------------------|
 LP0552| PID    Reference Object                     Distance      Geod. Az  |
 LP0552|                                                           dddmmss.s |
 LP0552| CM5279 CAUSEWAY E RM 1                      24.508 METERS 08030     |
 LP0552| CM5278 CAUSEWAY E AZ MK                                   2542422.0 |
 LP0552| CM5280 CAUSEWAY E RM 2                      23.446 METERS 26031     |
 LP0552|---------------------------------------------------------------------|
 LP0552
 LP0552                          SUPERSEDED SURVEY CONTROL
 LP0552
 LP0552  NAD 83(1986)-  40 09 09.59522(N)    113 22 13.03398(W) AD(       ) 1
 LP0552  NAD 27      -  40 09 09.81487(N)    113 22 10.09171(W) AD(       ) 1
 LP0552  NGVD 29 (07/19/86) 1297.8    (m)         4258.     (f) VERT ANG       
 LP0552
 LP0552.Superseded values are not recommended for survey control.
 LP0552
 LP0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0552.See file dsdata.pdf to determine how the superseded data were derived.
 LP0552
 LP0552_MARKER: DS = TRIANGULATION STATION DISK
 LP0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0552_STAMPING: CAUSEWAY E 1965
 LP0552_MARK LOGO: CGS
 LP0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0552+STABILITY: SURFACE MOTION
 LP0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0552+SATELLITE: SATELLITE OBSERVATIONS - 1986
 LP0552
 LP0552  HISTORY     - Date     Condition        Report By
 LP0552  HISTORY     - 1965     MONUMENTED       CGS
 LP0552  HISTORY     - 1986     GOOD
 LP0552
 LP0552                          STATION DESCRIPTION
 LP0552
 LP0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0552'STATION IS LOCATED ABOUT 37 MILES WEST OF DUGWAY (ENGLISH
 LP0552'VILLAGE AREA), 25 MILES WEST OF DUGWAY (DITTO TECHNICAL AREA),
 LP0552'25 MILES EAST OF GOLD HILL, ABOUT 5 MILES NORTHWEST OF GRANITE
 LP0552'MOUNTAIN AND ON NORTH SIDE OF ROAD IN RESTRICTED AREA OF DUGWAY
 LP0552'PROVING GROUND.
 LP0552'
 LP0552'TO REACH FROM THE INTERSECTION OF B-STREET AND 3RD. STREET IN
 LP0552'DITTO TECHNICAL AREA (DUGWAY), GO WEST ON B-STREET FOR 2.0
 LP0552'MILES TO SECURITY CHECK POINT AND ROAD FORK, KEEP LEFT AND GO
 LP0552'SOUTHWESTERLY THENCE NORTHWESTERLY ON STARK ROAD FOR 18 MILES
 LP0552'TO A FORK, KEEP RIGHT ON GRAVELED ROAD AND CONTINUE WESTERLY
 LP0552'FOR 0.65 MILES TO A CROSSROAD, CONTINUE WESTERLY STRAIGHT
 LP0552'AHEAD ON GRAVELED ROAD FOR 0.65 MILE TO A FORK, KEEP RIGHT
 LP0552'AND CONTINUE SOUTHWESTERLY ON THE GRAVELED ROAD 2.6 MILES TO
 LP0552'A FORK, KEEP RIGHT AND CONTINUE WESTERLY ON GRAVELED ROAD
 LP0552'FOR 1.85 MILES TO THE STATION ON RIGHT AS DESCRIBED.
 LP0552'
 LP0552'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED CAUSEWAY E
 LP0552'1965, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 LP0552'ABOVE THE SURFACE OF GROUND ABOUT 8 INCHES.  THE MARK IS 16
 LP0552'FEET NORTH OF CENTER OF ROAD, 2.8 FEET SOUTH OF WOODEN 2 BY
 LP0552'2 INCH WITNESS POST AND IS ABOUT 3 FEET LOWER IN ELEVATION THAN
 LP0552'THE ROAD.
 LP0552'
 LP0552'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED CAUSEWAY-E
 LP0552'NO 1 1965, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH
 LP0552'PROJECTS ABOUT 1 FOOT.  THE MARK IS 80.5 FEET NORTHEAST OF
 LP0552'WITNESS POST, 18 FEET NORTH OF CENTER OF ROAD AND IS ABOUT 2
 LP0552'FEET LOWER IN ELEVATION THAN THE ROAD.
 LP0552'
 LP0552'REFERENCE MARK 2, A STANDARD AZIMUTH DISK STAMPED CAUSEWAY-E
 LP0552'NO 2 1965, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH
 LP0552'PROJECTS ABOUT 8 INCHES.  THE MARK IS 76.9 FEET SOUTHWEST OF
 LP0552'WITNESS POST, 18 FEET NORTH OF CENTER OF ROAD AND IS ABOUT
 LP0552'1 FOOT LOWER IN ELEVATION THAN THE ROAD.
 LP0552'
 LP0552'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED CAUSEWAY-E 1965,
 LP0552'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 LP0552'3 INCHES.  THE MARK IS 70 FEET EAST OF A BLADED AREA, 28 FEET
 LP0552'SOUTH OF WITNESS POST, 19 FEET NORTH OF CENTER OF ROAD,
 LP0552'31.6 FEET SOUTH OF TRIANGULATION STATION PHOTO 10 AND IS ABOUT
 LP0552'3 FEET HIGHER IN ELEVATION THAN THE ROAD.
 LP0552'
 LP0552'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 LP0552'ROAD 0.4 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 LP0552'
 LP0552'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LP0552
 LP0552                          STATION RECOVERY (1986)
 LP0552
 LP0552'RECOVERED 1986
 LP0552'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0567 ***********************************************************************
 LP0567  DESIGNATION -  CAUSEWAY W
 LP0567  PID         -  LP0567
 LP0567  STATE/COUNTY-  UT/TOOELE
 LP0567  COUNTRY     -  US
 LP0567  USGS QUAD   -  GOSHUTE WASH (2017)
 LP0567
 LP0567                         *CURRENT SURVEY CONTROL
 LP0567  ______________________________________________________________________
 LP0567* NAD 83(1994) POSITION- 40 05 09.96772(N) 113 40 11.15796(W)   ADJUSTED
 LP0567* NAVD 88 ORTHO HEIGHT -  1329.9   (meters)     4363.    (feet) VERTCON3
 LP0567  ______________________________________________________________________
 LP0567  GEOID HEIGHT    -        -19.143 (meters)                     GEOID18
 LP0567  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 LP0567  HORZ ORDER      -  FIRST
 LP0567
 LP0567.The horizontal coordinates were established by classical geodetic methods
 LP0567.and adjusted by the National Geodetic Survey in November 1997.
 LP0567
 LP0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0567
 LP0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0567.GEOID18 height accuracy estimate available here.
 LP0567
 LP0567.Click photographs - Photos may exist for this station.
 LP0567
 LP0567.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0567
 LP0567. The following values were computed from the NAD 83(1994) position.
 LP0567
 LP0567;                    North         East     Units Scale Factor Converg.
 LP0567;SPC UT C     - 2,196,835.047   314,983.331   MT  0.99990840   -1 23 23.7
 LP0567;SPC UT C     - 7,207,449.65  1,033,407.81   sFT  0.99990840   -1 23 23.7
 LP0567;UTM  12      - 4,440,729.987   272,381.832   MT  1.00023785   -1 43 11.6
 LP0567
 LP0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0567!SPC UT C     -   0.99979441  x   0.99990840  =   0.99970283
 LP0567!UTM  12      -   0.99979441  x   1.00023785  =   1.00003221
 LP0567
 LP0567:                Primary Azimuth Mark                     Grid Az
 LP0567:SPC UT C     -  D 68                                     242 23 56.7
 LP0567:UTM  12      -  D 68                                     242 43 44.6
 LP0567
 LP0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK7238140729(NAD 83)
 LP0567
 LP0567|---------------------------------------------------------------------|
 LP0567| PID    Reference Object                     Distance      Geod. Az  |
 LP0567|                                                           dddmmss.s |
 LP0567| CM5284 CAUSEWAY W RM 1                      16.176 METERS 01318     |
 LP0567| CM5285 CAUSEWAY W RM 2                      12.457 METERS 18833     |
 LP0567| CM5283 D 68                                               2410033.0 |
 LP0567|---------------------------------------------------------------------|
 LP0567
 LP0567                          SUPERSEDED SURVEY CONTROL
 LP0567
 LP0567  NAD 83(1986)-  40 05 09.95737(N)    113 40 11.14516(W) AD(       ) 1
 LP0567  NAD 27      -  40 05 10.18015(N)    113 40 08.17492(W) AD(       ) 1
 LP0567  NGVD 29 (07/19/86) 1328.9    (m)         4360.     (f) VERT ANG       
 LP0567
 LP0567.Superseded values are not recommended for survey control.
 LP0567
 LP0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0567.See file dsdata.pdf to determine how the superseded data were derived.
 LP0567
 LP0567_MARKER: DE = TRAVERSE STATION DISK
 LP0567_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0567_STAMPING: CAUSEWAY W 1965
 LP0567_MARK LOGO: CGS
 LP0567_MAGNETIC: P = MARKER IS A STEEL PIPE
 LP0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0567
 LP0567  HISTORY     - Date     Condition        Report By
 LP0567  HISTORY     - 1965     MONUMENTED       CGS
 LP0567  HISTORY     - 1983     POOR             DMA
 LP0567
 LP0567                          STATION DESCRIPTION
 LP0567
 LP0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0567'THE STATION IS LOCATED ON TOP OF A LOW RIDGE ALONG THE WEST
 LP0567'SIDE OF THE SALT FLATS.  IT IS 13-1/2 MILES AIRLINE NORTH OF
 LP0567'CALLAO, 10 MILES SOUTHEAST OF GOLD HILL AND 34 MILES WEST OF
 LP0567'DUGWAY DITTO TECHNICAL CENTER.
 LP0567'
 LP0567'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 40
 LP0567'AND ALT. 50 IN WENDOVER, GO SOUTH ALONG U.S. HIGHWAY 50 ALTERNATE
 LP0567'FOR 24.3 MILES TO A HIGHWAY MAINTENANCE STATION ON THE RIGHT,
 LP0567'CONTINUE SOUTH ALONG THE HIGHWAY FOR 2.9 MILES TO A SIDE ROAD
 LP0567'LEFT AT SIGN GOLD HILL, IBAPAH AND CALLAO.  TURN LEFT AND GO
 LP0567'SOUTHEAST ALONG THE MAIN GRAVELED ROAD FOR 15.15 MILES TO A SIDE
 LP0567'ROAD LEFT AT SIGN LAST CHANCE RANCH, ELEPHANT KNOLL, CONTINUE
 LP0567'SOUTHEAST FOR 2.25 MILES TO A FORK AND SIGN GOLD HILL 12,
 LP0567'CALLAO 36.  TURN LEFT AND CONTINUE SOUTHEAST FOR 12.3 MILES TO
 LP0567'THE MAIN INTERSECTION IN GOLD HILL.  TURN LEFT AND GO EAST
 LP0567'ALONG THE MAIN ROAD FOR ABOUT 0.6 MILE TO A FORK.  TAKE
 LP0567'THE RIGHT FORK LEADING OUT OF THE WASH AND GO EAST AND
 LP0567'SOUTHEAST EAST FOR 5.4 MILES TO A FORK AT THE RODENHOUSE
 LP0567'WASH.  TAKE THE LEFT FORK AND GO SOUTH FOR 2.0 MILES TO A
 LP0567'FORK.  TAKE THE LEFT FORK LEAVING THE MAIN ROAD FOR 4.0
 LP0567'MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE ALONG THE
 LP0567'TRACK ROAD FOR 0.25 MILE TO A FORK.  TAKE THE LEFT FORK FOR
 LP0567'0.4 MILE ALONG THE TOP OF THE RIDGE TO THE HIGHEST POINT AND THE
 LP0567'STATION.
 LP0567'
 LP0567'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED CAUSEWAY
 LP0567'W 1965.  IT IS BRAZED TO THE TOP OF A LENGTH OF SOIL PIPE WHICH
 LP0567'PROJECTS 2 INCHES.
 LP0567'
 LP0567'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CAUSEWAY W NO 1
 LP0567'1965.  IT IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK
 LP0567'WHICH IS ABOUT 10 FEET LOWER THAN THE STATION.
 LP0567'
 LP0567'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CAUSEWAY W NO 2
 LP0567'1965.  IT IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH
 LP0567'IS ABOUT 2 FEET LOWER THAN THE STATION.
 LP0567'
 LP0567'THE AZIMUTH MARK IS A COAST AND GEODETIC SURVEY BENCH MARK
 LP0567'STAMPED D 68 1934.  IT IS SET IN THE TOP OF A 8 X 8 INCH CONCRETE
 LP0567'MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 18 FEET EAST OF THE
 LP0567'TRACK ROAD AND 3 FEET NORTHEAST OF THE WITNESS POST.
 LP0567'
 LP0567'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
 LP0567
 LP0567                          STATION RECOVERY (1983)
 LP0567
 LP0567'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983 (DAC)
 LP0567'CAUSEWAY W 1965 RECOVERED POOR.
 LP0567'
 LP0567'STATION IS ON BOMBING RANGE (DUGWAY) STATION WAS REACHED BY
 LP0567'HELICOPTER MAY 1983.
 LP0567'
 LP0567'STATION WAS VISITED AGAIN IN AUG 83 BY GROUND VEHICLE (2 WD)
 LP0567'DESCRIPTION ADEQUATE.  ANTENNA IS STANDING NEARBY AND SOLAR.
 LP0567'COLLECTOR IS OVER MARK, IT CANNOT BE OCCUPIED.
 LP0567'
 LP0567'RM 1 AND RM 2 AND AZ MK IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5801 ***********************************************************************
 AI5801  HT_MOD      -  This is a Height Modernization Survey Station.
 AI5801  CBN         -  This is a Cooperative Base Network Control Station.
 AI5801  DESIGNATION -  CAUSEY
 AI5801  PID         -  AI5801
 AI5801  STATE/COUNTY-  UT/WEBER
 AI5801  COUNTRY     -  US
 AI5801  USGS QUAD   -  CAUSEY DAM (2017)
 AI5801
 AI5801                         *CURRENT SURVEY CONTROL
 AI5801  ______________________________________________________________________
 AI5801* NAD 83(2011) POSITION- 41 17 50.26311(N) 111 35 05.50259(W)   ADJUSTED
 AI5801* NAD 83(2011) ELLIP HT-  1746.039 (meters)        (06/27/12)   ADJUSTED
 AI5801* NAD 83(2011) EPOCH   -  2010.00
 AI5801* NAVD 88 ORTHO HEIGHT -  1761.45  (meters)     5779.0   (feet) GPS OBS
 AI5801  ______________________________________________________________________
 AI5801  GEOID HEIGHT    -        -15.402 (meters)                     GEOID18
 AI5801  NAD 83(2011) X  - -1,765,883.891 (meters)                     COMP
 AI5801  NAD 83(2011) Y  - -4,463,558.776 (meters)                     COMP
 AI5801  NAD 83(2011) Z  -  4,188,437.208 (meters)                     COMP
 AI5801  LAPLACE CORR    -          6.77  (seconds)                    DEFLEC18
 AI5801
 AI5801  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5801  Standards:
 AI5801         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5801            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5801  -------------------------------------------------------------------
 AI5801  NETWORK    0.22   0.49           0.10   0.08   0.25     -0.02217540
 AI5801  -------------------------------------------------------------------
 AI5801  Click here for local accuracies and other accuracy information.
 AI5801
 AI5801.The horizontal coordinates were established by GPS observations
 AI5801.and adjusted by the National Geodetic Survey in June 2012.
 AI5801
 AI5801.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5801.been affixed to the stable North American tectonic plate. See 
 AI5801.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5801
 AI5801.The horizontal coordinates are valid at the epoch date displayed above
 AI5801.which is a decimal equivalence of Year/Month/Day.
 AI5801
 AI5801.The orthometric height was determined by GPS observations and a
 AI5801.high-resolution geoid model using precise GPS observation and
 AI5801.processing techniques.
 AI5801
 AI5801.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5801.GEOID18 height accuracy estimate available here.
 AI5801
 AI5801.Click photographs - Photos may exist for this station.
 AI5801
 AI5801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5801
 AI5801.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5801
 AI5801.The ellipsoidal height was determined by GPS observations
 AI5801.and is referenced to NAD 83.
 AI5801
 AI5801. The following values were computed from the NAD 83(2011) position.
 AI5801
 AI5801;                    North         East     Units Scale Factor Converg.
 AI5801;SPC UT N     - 1,107,051.481   492,892.618   MT  0.99995717   -0 03 21.4
 AI5801;SPC UT N     - 3,632,051.40  1,617,098.53   sFT  0.99995717   -0 03 21.4
 AI5801;UTM  12      - 4,571,925.456   451,033.793   MT  0.99962951   -0 23 09.6
 AI5801
 AI5801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5801!SPC UT N     -   0.99972620  x   0.99995717  =   0.99968338
 AI5801!UTM  12      -   0.99972620  x   0.99962951  =   0.99935581
 AI5801
 AI5801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL5103371925(NAD 83)
 AI5801
 AI5801                          SUPERSEDED SURVEY CONTROL
 AI5801
 AI5801  NAD 83(2007)-  41 17 50.26277(N)    111 35 05.50349(W) AD(2002.00) 0
 AI5801  ELLIP H (02/10/07) 1746.051  (m)                       GP(2002.00)    
 AI5801  NAD 83(1994)-  41 17 50.26222(N)    111 35 05.50297(W) AD(       ) A
 AI5801  ELLIP H (06/28/00) 1746.072  (m)                       GP(       ) 4 1
 AI5801  NAVD 88 (01/04/12) 1761.5    (m)  GEOID09  model used  GPS OBS        
 AI5801  NAVD 88 (06/28/00) 1761.4    (m)  GEOID99  model used  GPS OBS        
 AI5801
 AI5801.Superseded values are not recommended for survey control.
 AI5801
 AI5801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5801.See file dsdata.pdf to determine how the superseded data were derived.
 AI5801
 AI5801_MARKER: DD = SURVEY DISK
 AI5801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5801_STAMPING: 1991 CAUSEY
 AI5801_MARK LOGO: UT-057
 AI5801_PROJECTION: FLUSH
 AI5801_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5801+STABILITY: SURFACE MOTION
 AI5801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5801+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2015
 AI5801
 AI5801  HISTORY     - Date     Condition        Report By
 AI5801  HISTORY     - 1991     MONUMENTED       UT-057
 AI5801  HISTORY     - 19990608 GOOD             UT-057
 AI5801  HISTORY     - 20151112 GOOD             UT-057
 AI5801
 AI5801                          STATION DESCRIPTION
 AI5801
 AI5801'DESCRIBED BY WEBER COUNTY UTAH 1999 (EDR)
 AI5801'THE STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 34 T7N R3E,
 AI5801'SALT LAKE BASE AND MERIDIAN, ABOUT 53.1 KM (33.00 MI) WEST OF
 AI5801'EVANSTON, WY, 37.3 KM (23.15 MI) SOUTHEAST OF BRIGHAM CITY AND 31.9 KM
 AI5801'(19.80 MI) EAST-NORTHEAST OF OGDEN.  TO REACH THE STATION FROM THE
 AI5801'JUNCTION OF STATE HIGHWAYS 39 AND 166 ON THE EAST SIDE OF HUNTSVILLE,
 AI5801'GO EAST ON HIGHWAY 39 FOR 13.4 KM (8.30 MI) TO CAUSEY ROAD ON THE
 AI5801'RIGHT.  TURN RIGHT AND GO EAST ON CAUSEY ROAD FOR 2.6 KM (1.60 MI) TO
 AI5801'A DIRT ROAD RIGHT LEADING TO THE CAUSEY DAM SPILLWAY.  CONTINUE AHEAD
 AI5801'AND ACROSS THE DAM FOR 0.65 KM (0.40 MI) TO A ROAD SPLIT.  TURN LEFT
 AI5801'AND GO NORTH TO THE END OF A GUARDRAIL AT AN LOOKOUT AND THE STATION
 AI5801'ON THE LEFT.  IT IS 11.1 FT (3.4 M) NORTHWEST OF A NAIL AND WASHER IN
 AI5801'THE WEST SIDE OF THE MIDDLE GUARDRAIL POST, 1.22 M (4.00 FT) WEST OF
 AI5801'THE NORTH END OF THE GUARDRAIL AND 1.1 M (3.6 FT) SOUTHWEST OF A NAIL
 AI5801'AND WASHER ON THE SOUTH SIDE OF THE NORTH GUARDRAIL POST.
 AI5801
 AI5801                          STATION RECOVERY (2015)
 AI5801
 AI5801'RECOVERY NOTE BY WEBER COUNTY UTAH 2015 (DJM)
 AI5801'RECOVERED AS DESCRIBED. MARK IS LOCATED ON SKULL CRACK CANYON ROAD,
 AI5801'WEBER COUNTY, UTAH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0670 ***********************************************************************
 LN0670  DESIGNATION -  CAVE
 LN0670  PID         -  LN0670
 LN0670  STATE/COUNTY-  UT/UINTAH
 LN0670  COUNTRY     -  US
 LN0670  USGS QUAD   -  DYER MOUNTAIN (2017)
 LN0670
 LN0670                         *CURRENT SURVEY CONTROL
 LN0670  ______________________________________________________________________
 LN0670* NAD 83(1994) POSITION- 40 42 00.36601(N) 109 34 40.62907(W)   ADJUSTED
 LN0670* NAVD 88 ORTHO HEIGHT -  2678.2   (meters)     8787.    (feet) VERTCON3
 LN0670  ______________________________________________________________________
 LN0670  GEOID HEIGHT    -        -14.023 (meters)                     GEOID18
 LN0670  LAPLACE CORR    -         -6.70  (seconds)                    DEFLEC18
 LN0670  HORZ ORDER      -  SECOND
 LN0670
 LN0670.The horizontal coordinates were established by classical geodetic methods
 LN0670.and adjusted by the National Geodetic Survey in November 1997.
 LN0670
 LN0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0670
 LN0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0670.GEOID18 height accuracy estimate available here.
 LN0670
 LN0670.Click photographs - Photos may exist for this station.
 LN0670
 LN0670.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0670
 LN0670. The following values were computed from the NAD 83(1994) position.
 LN0670
 LN0670;                    North         East     Units Scale Factor Converg.
 LN0670;SPC UT C     - 2,264,512.658   662,432.158   MT  1.00001285   +1 13 52.4
 LN0670;SPC UT C     - 7,429,488.61  2,173,329.51   sFT  1.00001285   +1 13 52.4
 LN0670;UTM  12      - 4,506,438.685   620,138.679   MT  0.99977765   +0 55 38.7
 LN0670
 LN0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0670!SPC UT C     -   0.99958226  x   1.00001285  =   0.99959510
 LN0670!UTM  12      -   0.99958226  x   0.99977765  =   0.99936000
 LN0670
 LN0670:                Primary Azimuth Mark                     Grid Az
 LN0670:SPC UT C     -  CAVE AZ MK                               055 24 38.1
 LN0670:UTM  12      -  CAVE AZ MK                               055 42 51.8
 LN0670
 LN0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL2013806438(NAD 83)
 LN0670
 LN0670|---------------------------------------------------------------------|
 LN0670| PID    Reference Object                     Distance      Geod. Az  |
 LN0670|                                                           dddmmss.s |
 LN0670| CP4660 CAVE RM 1                            10.897 METERS 04843     |
 LN0670| CP4659 CAVE AZ MK                                         0563830.5 |
 LN0670| CP4661 CAVE RM 2                             8.912 METERS 32127     |
 LN0670|---------------------------------------------------------------------|
 LN0670
 LN0670                          SUPERSEDED SURVEY CONTROL
 LN0670
 LN0670  NAD 83(1993)-  40 42 00.36614(N)    109 34 40.62905(W) AD(       ) 2
 LN0670  NAD 83(1986)-  40 42 00.34640(N)    109 34 40.61584(W) AD(       ) 2
 LN0670  NAD 27      -  40 42 00.49900(N)    109 34 38.10900(W) AD(       ) 2
 LN0670  NGVD 29 (07/19/86) 2676.7    (m)         8782.     (f) VERT ANG       
 LN0670
 LN0670.Superseded values are not recommended for survey control.
 LN0670
 LN0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0670.See file dsdata.pdf to determine how the superseded data were derived.
 LN0670
 LN0670_MARKER: DS = TRIANGULATION STATION DISK
 LN0670_SETTING: 80 = SET IN A BOULDER
 LN0670_STAMPING: CAVE 1946
 LN0670_MARK LOGO: CGS
 LN0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0670+STABILITY: SURFACE MOTION
 LN0670
 LN0670  HISTORY     - Date     Condition        Report By
 LN0670  HISTORY     - 1946     MONUMENTED       CGS
 LN0670
 LN0670                          STATION DESCRIPTION
 LN0670
 LN0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0670'STATION IS LOCATED ON HIGHEST POINT OF A LOW, ROCKY, SAGE BRUSH
 LN0670'AND SCATTERED PINE TREE COVERED HILL ON THE EAST SIDE OF BRUSH
 LN0670'CREEK, APPROXIMATELY 6 MILES AIRLINE SOUTHEAST OF TROUT CREEK
 LN0670'PARK, 17 MILES AIRLINE NORTH OF VERNAL, 22 MILES AIRLINE SOUTH
 LN0670'AND A LITTLE EAST OF MANILA, SET FLUSH AND STAMPED--CAVE 1946.
 LN0670'
 LN0670'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN
 LN0670'STATION, PROJECTING 2 INCHES, AND STAMPED--CAVE NO 1 1946.
 LN0670'
 LN0670'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN STATION,
 LN0670'PROJECTING 3 INCHES, AND STAMPED--CAVE NO 2 1946.
 LN0670'
 LN0670'AZIMUTH MARK IS APPROXIMATELY 25 FEET NORTH OF CENTERLINE
 LN0670'OF ROAD, AND 8 FEET HIGHER THAN ROAD, SET FLUSH, AND STAMPED--CAVE
 LN0670'1946.
 LN0670'
 LN0670'TO REACH FROM VERNAL, GO NORTH ON STATE HIGHWAY 44 FOR 19.9 MILES
 LN0670'TO FORKS.  TAKE LEFT FORK AND GO 1.7 MILES TO FORKS.  TAKE LEFT
 LN0670'FORK AND GO 1.8 MILES TO AZIMUTH MARK AS DESCRIBED ABOVE.
 LN0670'CONTINUE ON ROAD FOR 0.45 MILE TO CURVE IN ROAD AT SADDLE,
 LN0670'JUST BEFORE GOING DOWN HILL INTO BRUSH CREEK, AND END OF
 LN0670'TRUCK TRAVEL.  PACK UP HILL TO SOUTH TO STATION AS DESCRIBED
 LN0670'ABOVE.  A 10-MINUTE PACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0727 ***********************************************************************
 MS0727  DESIGNATION -  CAVE ET
 MS0727  PID         -  MS0727
 MS0727  STATE/COUNTY-  UT/BOX ELDER
 MS0727  COUNTRY     -  US
 MS0727  USGS QUAD   -  INDIAN COVE (2017)
 MS0727
 MS0727                         *CURRENT SURVEY CONTROL
 MS0727  ______________________________________________________________________
 MS0727* NAD 83(1994) POSITION- 41 21 02.04925(N) 112 30 49.11241(W)   ADJUSTED
 MS0727* NAVD 88 ORTHO HEIGHT -  1638.4   (meters)     5375.    (feet) VERTCON3
 MS0727  ______________________________________________________________________
 MS0727  GEOID HEIGHT    -        -16.386 (meters)                     GEOID18
 MS0727  LAPLACE CORR    -          7.99  (seconds)                    DEFLEC18
 MS0727  HORZ ORDER      -  SECOND
 MS0727
 MS0727.The horizontal coordinates were established by classical geodetic methods
 MS0727.and adjusted by the National Geodetic Survey in November 1997.
 MS0727
 MS0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0727
 MS0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0727.GEOID18 height accuracy estimate available here.
 MS0727
 MS0727.Click photographs - Photos may exist for this station.
 MS0727
 MS0727.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0727
 MS0727. The following values were computed from the NAD 83(1994) position.
 MS0727
 MS0727;                    North         East     Units Scale Factor Converg.
 MS0727;SPC UT N     - 1,113,459.110   415,175.941   MT  0.99995835   -0 40 06.1
 MS0727;SPC UT N     - 3,653,073.76  1,362,123.07   sFT  0.99995835   -0 40 06.1
 MS0727;UTM  12      - 4,578,779.918   373,375.344   MT  0.99979732   -1 00 00.5
 MS0727
 MS0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0727!SPC UT N     -   0.99974565  x   0.99995835  =   0.99970401
 MS0727!UTM  12      -   0.99974565  x   0.99979732  =   0.99954302
 MS0727
 MS0727:                Primary Azimuth Mark                     Grid Az
 MS0727:SPC UT N     -  LUCIN ET                                 184 15 26.9
 MS0727:UTM  12      -  LUCIN ET                                 184 35 21.3
 MS0727
 MS0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL7337578779(NAD 83)
 MS0727
 MS0727|---------------------------------------------------------------------|
 MS0727| PID    Reference Object                     Distance      Geod. Az  |
 MS0727|                                                           dddmmss.s |
 MS0727| MS0730 LUCIN ET                            APPROX.14.9 KM 1833520.8 |
 MS0727|---------------------------------------------------------------------|
 MS0727
 MS0727                          SUPERSEDED SURVEY CONTROL
 MS0727
 MS0727  NAD 83(1993)-  41 21 02.04846(N)    112 30 49.10823(W) AD(       ) 2
 MS0727  NAD 83(1986)-  41 21 02.03927(N)    112 30 49.10006(W) AD(       ) 2
 MS0727  NAD 27      -  41 21 02.28972(N)    112 30 46.22647(W) AD(       ) 2
 MS0727  NGVD 29 (07/19/86) 1637.4    (m)         5372.     (f) VERT ANG       
 MS0727
 MS0727.Superseded values are not recommended for survey control.
 MS0727
 MS0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0727.See file dsdata.pdf to determine how the superseded data were derived.
 MS0727
 MS0727_MARKER: DD = SURVEY DISK
 MS0727_SETTING: 80 = SET IN A BOULDER
 MS0727_STAMPING: ET CAVE 1966
 MS0727_MARK LOGO: USGS
 MS0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0727+STABILITY: SURFACE MOTION
 MS0727
 MS0727  HISTORY     - Date     Condition        Report By
 MS0727  HISTORY     - 1966     MONUMENTED       USGS
 MS0727
 MS0727                          STATION DESCRIPTION
 MS0727
 MS0727'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (DHK)
 MS0727'LOCATED ABOUT 29 MI. NW. OF ROY.  28 MI. SW. OF BRIGHAM CITY.
 MS0727'19 MI. S. OF PROMONTORY.  ON A HIGH ROCKY TOP ABOUT 1 MI. E. OF
 MS0727'A PROMINENT INDIAN CAVE.
 MS0727'
 MS0727'REACHED BY HELICOPTER.
 MS0727'
 MS0727'STATION MARK--A STANDARD TABLET STAMPED CAVE 1966 ET SET IN
 MS0727'A DRILL HOLE IN ROCK.
 MS0727'
 MS0727'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0232 ***********************************************************************
 MS0232  DESIGNATION -  CC 89
 MS0232  PID         -  MS0232
 MS0232  STATE/COUNTY-  UT/BOX ELDER
 MS0232  COUNTRY     -  US
 MS0232  USGS QUAD   -  SNOWVILLE (2017)
 MS0232
 MS0232                         *CURRENT SURVEY CONTROL
 MS0232  ______________________________________________________________________
 MS0232* NAD 83(1986) POSITION- 41 57 57.     (N) 112 43 49.     (W)   SCALED
 MS0232* NAVD 88 ORTHO HEIGHT -  1382.658 (meters)     4536.27  (feet) ADJUSTED
 MS0232  ______________________________________________________________________
 MS0232  GEOID HEIGHT    -        -14.946 (meters)                     GEOID18
 MS0232  DYNAMIC HEIGHT  -       1381.739 (meters)     4533.26  (feet) COMP
 MS0232  MODELED GRAVITY -    979,909.6   (mgal)                       NAVD 88
 MS0232
 MS0232  VERT ORDER      -  SECOND    CLASS 0
 MS0232
 MS0232.The horizontal coordinates were scaled from a map and have
 MS0232.an estimated accuracy of +/- 6 seconds.
 MS0232
 MS0232.The orthometric height was determined by differential leveling and
 MS0232.adjusted by the NATIONAL GEODETIC SURVEY
 MS0232.in June 1991.
 MS0232
 MS0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0232.GEOID18 height accuracy estimate available here.
 MS0232
 MS0232.Click photographs - Photos may exist for this station.
 MS0232
 MS0232.The dynamic height is computed by dividing the NAVD 88
 MS0232.geopotential number by the normal gravity value computed on the
 MS0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0232.degrees latitude (g = 980.6199 gals.).
 MS0232
 MS0232.The modeled gravity was interpolated from observed gravity values.
 MS0232
 MS0232;                    North         East    Units  Estimated Accuracy
 MS0232;SPC UT N     - 1,182,020.      398,020.      MT  (+/- 180 meters Scaled)
 MS0232
 MS0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM566474(NAD 83)
 MS0232
 MS0232                          SUPERSEDED SURVEY CONTROL
 MS0232
 MS0232  NGVD 29 (??/??/92) 1381.628  (m)         4532.89   (f) ADJ UNCH    2 0
 MS0232
 MS0232.Superseded values are not recommended for survey control.
 MS0232
 MS0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0232.See file dsdata.pdf to determine how the superseded data were derived.
 MS0232
 MS0232_MARKER: DB = BENCH MARK DISK
 MS0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0232_STAMPING: CC 89 1960
 MS0232_MARK LOGO: CGS
 MS0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0232+STABILITY: SURFACE MOTION
 MS0232
 MS0232  HISTORY     - Date     Condition        Report By
 MS0232  HISTORY     - 1960     MONUMENTED       CGS
 MS0232
 MS0232                          STATION DESCRIPTION
 MS0232
 MS0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MS0232'1.0 MI W FROM SNOWVILLE.
 MS0232'1.0 MILE WEST ON U.S. HIGHWAY 30S FROM THE NELSON CAFE, 51.6 FEET
 MS0232'NORTH OF THE CENTERLINE OF THE HIGHWAY 1.4 FEET SOUTH OF A FENCE LINE,
 MS0232'ON THE EAST SLOPE OF A HILL, 2 FEET WEST OF A METAL WITNESS POST WITH
 MS0232'SIGN, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES AND ABOUT
 MS0232'2 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0204 ***********************************************************************
 HO0204  DESIGNATION -  CCA 1
 HO0204  PID         -  HO0204
 HO0204  STATE/COUNTY-  UT/IRON
 HO0204  COUNTRY     -  US
 HO0204  USGS QUAD   -  CEDAR CITY (2017)
 HO0204
 HO0204                         *CURRENT SURVEY CONTROL
 HO0204  ______________________________________________________________________
 HO0204* NAD 83(1986) POSITION- 37 42 23.     (N) 113 06 23.     (W)   SCALED
 HO0204* NAVD 88 ORTHO HEIGHT -  1698.82  (+/-2cm)     5573.5   (feet) VERTCON3
 HO0204  ______________________________________________________________________
 HO0204  GEOID HEIGHT    -        -21.674 (meters)                     GEOID18
 HO0204  VERT ORDER      -  SECOND    CLASS 0 (See Below)
 HO0204
 HO0204.This mark is at Cedar City Airport (CDC)
 HO0204
 HO0204.The horizontal coordinates were scaled from a map and have
 HO0204.an estimated accuracy of +/- 6 seconds.
 HO0204
 HO0204.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0204
 HO0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0204.GEOID18 height accuracy estimate available here.
 HO0204
 HO0204.The vertical order pertains to the NGVD 29 superseded value.
 HO0204
 HO0204.Click photographs - Photos may exist for this station.
 HO0204
 HO0204;                    North         East    Units  Estimated Accuracy
 HO0204;SPC UT S     - 3,116,610.      358,360.      MT  (+/- 180 meters Scaled)
 HO0204
 HO0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG143753(NAD 83)
 HO0204
 HO0204                          SUPERSEDED SURVEY CONTROL
 HO0204
 HO0204  NGVD 29 (??/??/92) 1697.719  (m)         5569.93   (f) ADJ UNCH    2 0
 HO0204
 HO0204.Superseded values are not recommended for survey control.
 HO0204
 HO0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0204.See file dsdata.pdf to determine how the superseded data were derived.
 HO0204
 HO0204_MARKER: DT = TOPOGRAPHIC STATION DISK
 HO0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0204_STAMPING: CCA 1 1963
 HO0204_MARK LOGO: CGS
 HO0204_PROJECTION: FLUSH
 HO0204_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HO0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0204+STABILITY: SURFACE MOTION
 HO0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0204+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2001
 HO0204
 HO0204  HISTORY     - Date     Condition        Report By
 HO0204  HISTORY     - 1963     MONUMENTED       CGS
 HO0204  HISTORY     - 1968     GOOD             CGS
 HO0204  HISTORY     - 1977     GOOD             NGS
 HO0204  HISTORY     - 1984     GOOD             NGS
 HO0204  HISTORY     - 19960630 GOOD             NGS
 HO0204  HISTORY     - 20010722 GOOD             INDIV
 HO0204
 HO0204                          STATION DESCRIPTION
 HO0204
 HO0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HO0204'3.0 MI NW FROM CEDAR CITY.
 HO0204'THIS STATION IS LOCATED IN THE NORTHWESTERN SECTION OF THE CEDAR CITY
 HO0204'MUNICIPAL AIRPORT, NORTH OF RUNWAY END 8.  IT IS 0.23 MILE NORTH OF
 HO0204'THE WEST END OF THE RUNWAY.  70.0 FEET SOUTH OF THE CENTERLINE OF A
 HO0204'DIRT ROAD.  37.5 FEET SOUTH OF AN EAST-WEST FENCE.  24.0 FEET WEST OF
 HO0204'A TRACK ROAD.  8.1 FEET EAST OF A NORTH-SOUTH FENCE.  5.0 FEET SOUTH
 HO0204'OF A METAL WITNESS POST.  A STANDARD TOPOGRAPHIC DISK SET IN THE TOP
 HO0204'OF A 10 INCH CONCRETE POST FLUSH WITH THE GROUND AND STAMPED CCA 1
 HO0204'1963.
 HO0204
 HO0204                          STATION RECOVERY (1977)
 HO0204
 HO0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HO0204'RECOVERED IN GOOD CONDITION.
 HO0204
 HO0204                          STATION RECOVERY (1984)
 HO0204
 HO0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HO0204'RECOVERED IN GOOD CONDITION.
 HO0204
 HO0204                          STATION RECOVERY (1996)
 HO0204
 HO0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (NGS)
 HO0204'THIS STATION IS LOCATED IN THE NORTHWESTERN SECTION OF THE CEDAR CITY
 HO0204'MUNICIPAL AIRPORT, NORTH OF RUNWAY END 8.  IT IS 0.23 MILE (0.37 KM)
 HO0204'NORTH OF THE WEST END OF THE RUNWAY, 70.0 FT (21.3 M) SOUTH OF THE
 HO0204'CENTERLINE OF A DIRT ROAD, 37.5 FT (11.4 M) SOUTH OF AN EAST-WEST
 HO0204'FENCE LINE, 24.0 FT (7.3 M) WEST OF A TRACK ROAD, 8.1 FT (2.5 M) EAST
 HO0204'OF A NORTH-SOUTH FENCE LINE, 5.0 FT (1.5 M) SOUTH OF A METAL WITNESS
 HO0204'POST.  A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 10 INCH
 HO0204'CONCRETE POST FLUSH WITH THE GROUND AND STAMPED CCA 1 1963.
 HO0204
 HO0204                          STATION RECOVERY (2001)
 HO0204
 HO0204'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RW)
 HO0204'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0601 ***********************************************************************
 HO0601  DESIGNATION -  CEDAR
 HO0601  PID         -  HO0601
 HO0601  STATE/COUNTY-  UT/IRON
 HO0601  COUNTRY     -  US
 HO0601  USGS QUAD   -  CEDAR CITY (2017)
 HO0601
 HO0601                         *CURRENT SURVEY CONTROL
 HO0601  ______________________________________________________________________
 HO0601* NAD 83(1994) POSITION- 37 39 30.64756(N) 113 06 46.30665(W)   ADJUSTED
 HO0601* NAVD 88 ORTHO HEIGHT -  1863.4   (meters)     6114.    (feet) VERTCON3
 HO0601  ______________________________________________________________________
 HO0601  GEOID HEIGHT    -        -21.604 (meters)                     GEOID18
 HO0601  LAPLACE CORR    -         11.06  (seconds)                    DEFLEC18
 HO0601  HORZ ORDER      -  THIRD
 HO0601
 HO0601.The horizontal coordinates were established by classical geodetic methods
 HO0601.and adjusted by the National Geodetic Survey in November 1997.
 HO0601
 HO0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0601
 HO0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0601.GEOID18 height accuracy estimate available here.
 HO0601
 HO0601.Click photographs - Photos may exist for this station.
 HO0601
 HO0601.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0601
 HO0601. The following values were computed from the NAD 83(1994) position.
 HO0601
 HO0601;                    North         East     Units Scale Factor Converg.
 HO0601;SPC UT S     - 3,111,305.426   357,697.551   MT  0.99995369   -0 59 17.5
 HO0601;SPC UT S     -10,207,674.55  1,173,546.05   sFT  0.99995369   -0 59 17.5
 HO0601;UTM  12      - 4,170,027.448   313,628.576   MT  1.00002785   -1 17 28.4
 HO0601
 HO0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0601!SPC UT S     -   0.99971107  x   0.99995369  =   0.99966477
 HO0601!UTM  12      -   0.99971107  x   1.00002785  =   0.99973891
 HO0601
 HO0601:                Primary Azimuth Mark                     Grid Az
 HO0601:SPC UT S     -  GRAFF                                    197 52 31.2
 HO0601:UTM  12      -  GRAFF                                    198 10 42.1
 HO0601
 HO0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG1362870027(NAD 83)
 HO0601
 HO0601|---------------------------------------------------------------------|
 HO0601| PID    Reference Object                     Distance      Geod. Az  |
 HO0601|                                                           dddmmss.s |
 HO0601| HO0605 GRAFF                               APPROX. 9.4 KM 1965313.7 |
 HO0601|---------------------------------------------------------------------|
 HO0601
 HO0601                          SUPERSEDED SURVEY CONTROL
 HO0601
 HO0601  NAD 83(1986)-  37 39 30.64490(N)    113 06 46.30002(W) AD(       ) 3
 HO0601  NAD 27      -  37 39 30.72855(N)    113 06 43.47947(W) AD(       ) 3
 HO0601  NGVD 29 (07/19/86) 1862.3    (m)         6110.     (f) VERT ANG       
 HO0601
 HO0601.Superseded values are not recommended for survey control.
 HO0601
 HO0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0601.See file dsdata.pdf to determine how the superseded data were derived.
 HO0601
 HO0601_MARKER: DD = SURVEY DISK
 HO0601_SETTING: 66 = SET IN ROCK OUTCROP
 HO0601_STAMPING: CEDAR 1948
 HO0601_MARK LOGO: USGS
 HO0601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0601+STABILITY: POSITION/ELEVATION WELL
 HO0601
 HO0601  HISTORY     - Date     Condition        Report By
 HO0601  HISTORY     - 1948     MONUMENTED       USGS
 HO0601
 HO0601                          STATION DESCRIPTION
 HO0601
 HO0601'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 HO0601'LOCATED ABOUT 3.5 MI. NE. OF HAMILTONS FORT, 2.5 MI. SW. OF CEDAR
 HO0601'CITY, ON HIGHEST PART OF SE. END OF LONG WOODED RIDGE SLOPING
 HO0601'GRADUALLY FROM NW. AND DROPPING SHARPLY ON NE. END.
 HO0601'
 HO0601'TO REACH FROM CEDAR CITY, DRIVE W. FOR 2.4 MI. ON STATE HIGHWAY 56,
 HO0601'TURN LEFT ON SMALL VALLEY RD. AND CONTINUE 1.5 MI. S. TO RD. FORKS,
 HO0601'CONTINUE S. FOR 0.5 MI. OVER KNOLL ALONG FENCE AND UP DRAW ON DIM RD.
 HO0601'TO END OF RD.  PACK WESTERLY 0.5 MI. TO TOP AND STATION.
 HO0601'
 HO0601'STATION MARK--STANDARD TABLET, STAMPED ---CEDAR 1948---, CEMENTED IN
 HO0601'ROCK OUTCROP.
 HO0601'
 HO0601'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0601'1---, CEMENTED IN ROCK OUTCROP.
 HO0601'
 HO0601'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0601'2---, CEMENTED IN ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0442 ***********************************************************************
 KN0442  DESIGNATION -  CEDAR
 KN0442  PID         -  KN0442
 KN0442  STATE/COUNTY-  UT/JUAB
 KN0442  COUNTRY     -  US
 KN0442  USGS QUAD   -  JUAB (2017)
 KN0442
 KN0442                         *CURRENT SURVEY CONTROL
 KN0442  ______________________________________________________________________
 KN0442* NAD 83(1994) POSITION- 39 37 29.72204(N) 111 56 42.15768(W)   ADJUSTED
 KN0442* NAVD 88 ORTHO HEIGHT -  2019.9   (meters)     6627.    (feet) VERTCON3
 KN0442  ______________________________________________________________________
 KN0442  GEOID HEIGHT    -        -17.943 (meters)                     GEOID18
 KN0442  LAPLACE CORR    -          1.40  (seconds)                    DEFLEC18
 KN0442  HORZ ORDER      -  FIRST
 KN0442
 KN0442.The horizontal coordinates were established by classical geodetic methods
 KN0442.and adjusted by the National Geodetic Survey in November 1997.
 KN0442
 KN0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0442
 KN0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0442.GEOID18 height accuracy estimate available here.
 KN0442
 KN0442.Click photographs - Photos may exist for this station.
 KN0442
 KN0442.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0442
 KN0442. The following values were computed from the NAD 83(1994) position.
 KN0442
 KN0442;                    North         East     Units Scale Factor Converg.
 KN0442;SPC UT C     - 2,143,485.323   461,792.646   MT  0.99990551   -0 17 06.3
 KN0442;SPC UT C     - 7,032,418.10  1,515,064.71   sFT  0.99990551   -0 17 06.3
 KN0442;UTM  12      - 4,386,555.292   418,891.020   MT  0.99968099   -0 36 09.9
 KN0442
 KN0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0442!SPC UT C     -   0.99968602  x   0.99990551  =   0.99959155
 KN0442!UTM  12      -   0.99968602  x   0.99968099  =   0.99936711
 KN0442
 KN0442:                Primary Azimuth Mark                     Grid Az
 KN0442:SPC UT C     -  CEDAR AZ MK                              077 50 16.9
 KN0442:UTM  12      -  CEDAR AZ MK                              078 09 20.5
 KN0442
 KN0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ1889186555(NAD 83)
 KN0442
 KN0442|---------------------------------------------------------------------|
 KN0442| PID    Reference Object                     Distance      Geod. Az  |
 KN0442|                                                           dddmmss.s |
 KN0442| CM5289 CEDAR AZ MK                                        0773310.6 |
 KN0442| CM5290 CEDAR RM 1                            6.176 METERS 17517     |
 KN0442| CM5291 CEDAR RM 2                            6.075 METERS 26422     |
 KN0442|---------------------------------------------------------------------|
 KN0442
 KN0442                          SUPERSEDED SURVEY CONTROL
 KN0442
 KN0442  NAD 83(1993)-  39 37 29.71310(N)    111 56 42.15431(W) AD(       ) 1
 KN0442  NAD 83(1986)-  39 37 29.70969(N)    111 56 42.15026(W) AD(       ) 1
 KN0442  NAD 27      -  39 37 29.88500(N)    111 56 39.37900(W) AD(       ) 1
 KN0442  USCA        -  39 37 24.51000(N)    111 56 45.20000(W) AD(       ) 3
 KN0442  USSD        -  39 37 30.67700(N)    111 56 40.08300(W) AD(       ) 3
 KN0442  NGVD 29 (07/19/86) 2018.7    (m)         6623.     (f) VERT ANG       
 KN0442
 KN0442.Superseded values are not recommended for survey control.
 KN0442
 KN0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0442.See file dsdata.pdf to determine how the superseded data were derived.
 KN0442
 KN0442_MARKER: B = BOLT
 KN0442_SETTING: 66 = SET IN ROCK OUTCROP
 KN0442
 KN0442  HISTORY     - Date     Condition        Report By
 KN0442  HISTORY     - 1884     MONUMENTED       CGS
 KN0442  HISTORY     - 1947     GOOD             CGS
 KN0442
 KN0442                          STATION DESCRIPTION
 KN0442
 KN0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1884 (WE)
 KN0442'ON THE HIGHEST PEAK OF THE MOUNTAINS IMMEDIATELY WEST OF LEVAN.
 KN0442'THE STATION IS MARKED BY A COPPER BOLT IN A DRILL HOLE IN
 KN0442'THE ROCK AT THE HIGHEST POINT OF THE PEAK.
 KN0442
 KN0442                          STATION RECOVERY (1947)
 KN0442
 KN0442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KN0442'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 KN0442'STATION WAS REMARKED WITH A BRONZE DISK.  TWO REFERENCE
 KN0442'MARKS AND AN AZIMUTH MARK WERE SET.
 KN0442'
 KN0442'LOCATED ON THE HIGHEST PEAK OF THE CEDAR-COVERED HILLS ABOUT
 KN0442'6.5 MILES AIR LINE NORTHWEST OF LEVAN, AND ABOUT 8 MILES
 KN0442'AIR LINE SOUTHWEST OF NEPHI.  MARKED BY A BRONZE DISK SET FLUSH
 KN0442'IN BEDROCK OUTCROP AND STAMPED--CEDAR 1884.
 KN0442'
 KN0442'REFERENCE MARK NO. 1 IS A BRONZE DISK SET FLUSH IN BEDROCK
 KN0442'OUTCROP ABOUT 1 FOOT LOWER THAN THE STATION AND STAMPED--CEDAR
 KN0442'NO 1 1947.
 KN0442'
 KN0442'REFERENCE MARK NO. 2 IS A BRONZE DISK SET FLUSH IN BEDROCK
 KN0442'OUTCROP ABOUT 3 FEET LOWER THAN THE STATION AND STAMPED--CEDAR
 KN0442'NO 2 1947.
 KN0442'
 KN0442'THE AZIMUTH MARK IS LOCATED ABOUT 125 FEET EAST OF THE OLD
 KN0442'HOUSE AT THE END OF TRUCK TRAVEL, 6 FEET NORTH OF THE NORTH
 KN0442'EDGE OF A WATER TANK, 5 FEET NORTH OF A FENCE LINE, AND 4
 KN0442'FEET EAST OF A 3-INCH LOCUST TREE.  THE MARK IS A BRONZE
 KN0442'DISK SET IN A BOULDER WHICH PROJECTS 2 INCHES AND IS STAMPED--
 KN0442'CEDAR 1947.
 KN0442'
 KN0442'REACHED FROM THE POST OFFICE IN NEPHI BY GOING SOUTH ON U.S.
 KN0442'HIGHWAY 91 FOR 3.0 MILES TO GRADED DIRT ROAD ON RIGHT, WEST.
 KN0442'TURN RIGHT, WEST, ON THIS GRADED ROAD AND FOLLOW IT WEST
 KN0442'AND SOUTH FOR 4.0 MILES TO A TRACK FARM ROAD ON RIGHT ABOUT
 KN0442'100 YARDS BEFORE REACHING A GRAIN ELEVATOR.  TURN RIGHT,
 KN0442'WEST, AND FOLLOW THIS WELL TRAVELED TRACK ROAD WESTERLY
 KN0442'(KEEPING RIGHT FORKS AT DIM FIELD ROADS LEFT) FOR 1.7 MILE
 KN0442'TO AN OLD HOUSE.  CONTINUE STRAIGHT AHEAD FOR ABOUT 0.1 MILE
 KN0442'TO A POLE CORRAL AND END OF TRUCK TRAVEL.  THE STATION CAN BE
 KN0442'SEEN ON THE HIGHEST HILL TO THE SOUTHWEST FROM THE HOUSE.
 KN0442'FROM THE END OF TRUCK TRAVEL, PACK LEFT, SOUTHWEST, UP
 KN0442'DRAW FOR ABOUT 0.2 MILE THEN, CLIMB ONTO THE RIDGE ON THE
 KN0442'RIGHT AND FOLLOW IT ALONG TO THE STATION.  THERE IS A
 KN0442'PATH ALONG THE RIDGE AFTER REACHING THE FIRST PROMINENT
 KN0442'BARE HILL.  IT IS ABOUT A 2 MILE PACK BUT NOT VERY
 KN0442'STEEP.
 KN0442'
 KN0442'OBSERVATIONS MADE FROM A 1.3 M TRIPOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0492 ***********************************************************************
 LP0492  DESIGNATION -  CEDAR
 LP0492  PID         -  LP0492
 LP0492  STATE/COUNTY-  UT/TOOELE
 LP0492  COUNTRY     -  US
 LP0492  USGS QUAD   -  QUINCY SPRING (2017)
 LP0492
 LP0492                         *CURRENT SURVEY CONTROL
 LP0492  ______________________________________________________________________
 LP0492* NAD 83(1994) POSITION- 40 32 33.04194(N) 112 58 06.92500(W)   ADJUSTED
 LP0492* NAVD 88 ORTHO HEIGHT -  2352.2   (meters)     7717.    (feet) VERTCON3
 LP0492  ______________________________________________________________________
 LP0492  GEOID HEIGHT    -        -17.690 (meters)                     GEOID18
 LP0492  LAPLACE CORR    -          1.99  (seconds)                    DEFLEC18
 LP0492  HORZ ORDER      -  FIRST
 LP0492
 LP0492.The horizontal coordinates were established by classical geodetic methods
 LP0492.and adjusted by the National Geodetic Survey in June 1998.
 LP0492
 LP0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0492
 LP0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0492.GEOID18 height accuracy estimate available here.
 LP0492
 LP0492.Click photographs - Photos may exist for this station.
 LP0492
 LP0492.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0492
 LP0492. The following values were computed from the NAD 83(1994) position.
 LP0492
 LP0492;                    North         East     Units Scale Factor Converg.
 LP0492;SPC UT C     - 2,246,288.938   375,598.200   MT  0.99997503   -0 56 26.7
 LP0492;SPC UT C     - 7,369,699.62  1,232,275.09   sFT  0.99997503   -0 56 26.7
 LP0492;UTM  12      - 4,489,835.486   333,293.944   MT  0.99994209   -1 16 47.6
 LP0492
 LP0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0492!SPC UT C     -   0.99963393  x   0.99997503  =   0.99960897
 LP0492!UTM  12      -   0.99963393  x   0.99994209  =   0.99957604
 LP0492
 LP0492:                Primary Azimuth Mark                     Grid Az
 LP0492:SPC UT C     -  WILDCAT                                  256 36 17.1
 LP0492:UTM  12      -  WILDCAT                                  256 56 38.0
 LP0492
 LP0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK3329389835(NAD 83)
 LP0492
 LP0492|---------------------------------------------------------------------|
 LP0492| PID    Reference Object                     Distance      Geod. Az  |
 LP0492|                                                           dddmmss.s |
 LP0492| CM5292 CEDAR AZ MK                                        0232810.9 |
 LP0492| CM5293 CEDAR RM 1                           11.590 METERS 03858     |
 LP0492| LP0564 WILDCAT                             APPROX.28.7 KM 2553950.4 |
 LP0492| CM5294 CEDAR RM 2                            5.641 METERS 28815     |
 LP0492|---------------------------------------------------------------------|
 LP0492
 LP0492                          SUPERSEDED SURVEY CONTROL
 LP0492
 LP0492  NAD 83(1986)-  40 32 33.03278(N)    112 58 06.91465(W) AD(       ) 1
 LP0492  NAD 27      -  40 32 33.25740(N)    112 58 03.99964(W) AD(       ) 1
 LP0492  NGVD 29 (07/19/86) 2351.0    (m)         7713.     (f) VERT ANG       
 LP0492
 LP0492.Superseded values are not recommended for survey control.
 LP0492
 LP0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0492.See file dsdata.pdf to determine how the superseded data were derived.
 LP0492
 LP0492_MARKER: DS = TRIANGULATION STATION DISK
 LP0492_SETTING: 66 = SET IN ROCK OUTCROP
 LP0492_STAMPING: CEDAR 1940
 LP0492_MARK LOGO: CGS
 LP0492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0492+STABILITY: POSITION/ELEVATION WELL
 LP0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0492+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2024
 LP0492
 LP0492  HISTORY     - Date     Condition        Report By
 LP0492  HISTORY     - 1940     MONUMENTED       CGS
 LP0492  HISTORY     - 1955     GOOD             USGS
 LP0492  HISTORY     - 1958     GOOD             CGS
 LP0492  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LP0492  HISTORY     - 1983     GOOD             DMA
 LP0492  HISTORY     - 20191013 GOOD             INDIV
 LP0492  HISTORY     - 20240527 GOOD             PEAKBG
 LP0492
 LP0492                          STATION DESCRIPTION
 LP0492
 LP0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LP0492'STATION IS LOCATED ABOUT 26 MILES WSW OF GRANTSVILLE, 21
 LP0492'MILES SE OF KNOLLS, AND 11-1/2 MILES W OF IOSEPA RANCH, ON
 LP0492'HIGHEST POINT OF CEDAR MOUNTAINS.
 LP0492'
 LP0492'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN BEDROCK ON
 LP0492'HIGHEST POINT OF HILL.  STAMPED CEDAR 1940.
 LP0492'
 LP0492'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A
 LP0492'BOULDER, ABOUT 38 FEET NE OF STATION AND ABOUT 4 FEET LOWER
 LP0492'IN ELEVATION.  BOULDER PROJECTS ABOUT 2 FEET ABOVE THE GROUND,
 LP0492'STAMPED CEDAR NO. 1 1940.
 LP0492'
 LP0492'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN BEDROCK
 LP0492'ABOUT 18 FEET WNW OF STATION AND ABOUT 1 FOOT LOWER THAN
 LP0492'STATION.  STAMPED CEDAR NO. 2 1940.
 LP0492'
 LP0492'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN BEDROCK ABOUT
 LP0492'0.1 MILE NNE OF STATION AND ABOUT 75 FEET LOWER IN ELEVATION,
 LP0492'ON POINT OF RIDGE TO THE NE.. STAMPED CEDAR 1940.
 LP0492'
 LP0492'STATION IS REACHED FROM POST OFFICE IN GRANTSVILLE, BY GOING
 LP0492'NW ON U.S. HIGHWAY 40 FOR 13.9 MILES TO A DIRT ROAD LEADING
 LP0492'S AT SIGN TIMPIE JUNCTION.  TURN LEFT, ON DIRT ROAD AND FOLLOW
 LP0492'IT FOR 15.8 MILES TO IOSEPA RANCH, CONTINUE S ON MAIN ROAD
 LP0492'FOR 1.6 MILES.  THENCE RIGHT AND FOLLOW GRADED ROAD FOR 6.3 MILES
 LP0492'TO WHERE ROAD IS WASHED OUT.  CONTINUE ALONG S SIDE OF WASH TO
 LP0492'END OF WASH.  CONTINUE ON GRADED ROAD TO END, A DISTANCE OF 2.4
 LP0492'MILES, GO 0.3 MILE TO CORRAL.  TURN LEFT AND GO 0.2 MILE
 LP0492'TO FORKS.  TAKE RIGHT FORK FOR 2.1 MILES TO FORKS.  TAKE
 LP0492'RIGHT FORK AND GO 1.0 MILE TO END OF TRUCK TRAVEL IN CANYON.
 LP0492'PACK UP CANYON TO TOP OF RIDGE.  TURN LEFT AND FOLLOW RIDGE
 LP0492'TO HIGHEST POINT AND STATION.  (2-HOUR PACK.)
 LP0492
 LP0492                          STATION RECOVERY (1955)
 LP0492
 LP0492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LP0492'RECOVERED.
 LP0492'
 LP0492'STATION MARK--STANDARD BRONZE DISK SET IN BEDROCK ON HIGHEST POINT
 LP0492'OF HILL, STAMPED ---CEDAR 1940---.
 LP0492
 LP0492                          STATION RECOVERY (1958)
 LP0492
 LP0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ODJ)
 LP0492'STATION WAS RECOVERED BY HELCOPTER SO ORIGINAL ROUTE DESCRIPTION
 LP0492'WAS NOT CHECKED.  STATION MARK AND REFERENCE MARKS WERE
 LP0492'RECOVERED IN GOOD CONDITION.  AZIMUTH MARK WAS NOT SEARCHED
 LP0492'FOR.
 LP0492
 LP0492                          STATION RECOVERY (1965)
 LP0492
 LP0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0492'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 LP0492'WERE RECOVERED AND FOUND IN GOOD CONDITION.  A SMALL DIFFERENCE
 LP0492'WAS NOTED IN THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS.
 LP0492'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LP0492'
 LP0492'THE STATION IS LOCATED ON THE HIGHEST PART OF CEDAR MOUNTAIN.
 LP0492'IT IS 21 MILES AIRLINE NORTH-NORTHWEST OF KNOLLS, 26 MILES
 LP0492'WEST-SOUTHWEST OF GRANTSVILLE AND 15 MILES SOUTH-SOUTHWEST OF
 LP0492'DELLE.
 LP0492'
 LP0492'TO REACH THE STATION FROM DELLE GO WEST ALONG U.S. HIGHWAY FOR
 LP0492'8.0 MILES TO THE LAKESIDE OFF RAMP, CONTINUE WEST ALONG THE
 LP0492'HIGHWAY FOR 2.7 MILES TO THE LOW SERVICE STATION ON THE RIGHT,
 LP0492'CONTINUE AHEAD FOR 4.0 MILES TO A SIDE ROAD LEFT AT SIGN ARAGONITE
 LP0492'UTAH, HASTINGS CYN. 5 AND OTHERS.  TURN LEFT ALONG THE GRAVELED
 LP0492'ROAD FOR 1.4 MILES TO ARAGONITE.  TURN LEFT CROSSING RAILROAD
 LP0492'AND CONTINUE ALONG GRAVELED ROAD FOR 2.3 MILES TO A FORK.
 LP0492'TAKE THE RIGHT FORK FOR 13.5 MILES TO A WATER TANK AND A
 LP0492'CATTLE TROUGH AT A SIDE ROAD LEFT.  TURN LEFT AND FOLLOW
 LP0492'GRADED ROAD UP CANYON FOR 0.9 MILE TO WHERE ROAD GETS
 LP0492'ROUGH, CONTINUE UP THE MAIN WASH FOR ABOUT 1.0 MILE TO THE
 LP0492'END OF TRUCK TRAVEL.  PACK EAST UP RIDGE TO THE MAIN
 LP0492'NORTH-SOUTH RIDGE, TURN RIGHT ALONG THE MAIN RIDGE FOR
 LP0492'ABOUT 0.5 MILE TO THE AZIMUTH MARK IN A THIN ROCK LEDGE
 LP0492'JUST BEFORE REACHING A SADDLE, CONTINUE ALONG THE RIDGE FOR
 LP0492'ABOUT 0.1 MILE TO THE HIGHEST POINT AND THE STATION.
 LP0492'
 LP0492'THE STATION MARK IS A STANDARD DISK STAMPED CEDAR 1940.  IT IS
 LP0492'SET IN A DRILL HOLE IN A LARGE BOULDER ON HIGHEST PART OF
 LP0492'MOUNTAIN.
 LP0492'
 LP0492'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CEDAR NO 1 1940.
 LP0492'IT IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 18 INCHES
 LP0492'AND IS ABOUT 3 FEET LOWER THAN THE STATION.
 LP0492'
 LP0492'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CEDAR NO 2 1940.
 LP0492'IT IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH IS ABOUT
 LP0492'FLUSH WITH THE GROUND.
 LP0492'
 LP0492'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CEDAR 1940.  IT IS
 LP0492'SET IN A DRILL HOLE IN A LEDGE OF BEDROCK WHICH IS ABOUT 18
 LP0492'INCHES THICK.  IT IS JUST NORTH OF THE FIRST SADDLE FROM THE
 LP0492'STATION.  A 2-1/2 HOUR PACK.
 LP0492'
 LP0492'HEIGHT OF LIGHT ABOVE STATION MARK 5.2 FEET.
 LP0492'
 LP0492'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES
 LP0492'SOUTH-SOUTHWEST OF KNOLLS
 LP0492
 LP0492                          STATION RECOVERY (1983)
 LP0492
 LP0492'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983 (DS)
 LP0492'CEDAR 1940 RECOVERED.
 LP0492
 LP0492                          STATION RECOVERY (2019)
 LP0492
 LP0492'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (TWG)
 LP0492'RECOVERED IN GOOD CONDITION.
 LP0492
 LP0492                          STATION RECOVERY (2024)
 LP0492
 LP0492'RECOVERY NOTE BY PEAK BAGGER 2024 (DG)
 LP0492'BENCH MARK AND BOTH REFERENCE MARK FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0482 ***********************************************************************
 HO0482  DESIGNATION -  CEDAR CITY CBL 0
 HO0482  PID         -  HO0482
 HO0482  STATE/COUNTY-  UT/IRON
 HO0482  COUNTRY     -  US
 HO0482  USGS QUAD   -  KANARRAVILLE (2017)
 HO0482
 HO0482                         *CURRENT SURVEY CONTROL
 HO0482  ______________________________________________________________________
 HO0482* NAD 83(1986) POSITION- 37 33 41.10   (N) 113 10 10.94   (W)   HD_HELD1
 HO0482* NAVD 88 ORTHO HEIGHT -  1683.475 (meters)     5523.20  (feet) ADJUSTED
 HO0482  ______________________________________________________________________
 HO0482  GEOID HEIGHT    -        -21.789 (meters)                     GEOID18
 HO0482  DYNAMIC HEIGHT  -       1681.545 (meters)     5516.87  (feet) COMP
 HO0482  MODELED GRAVITY -    979,424.5   (mgal)                       NAVD 88
 HO0482
 HO0482  VERT ORDER      -  FIRST     CLASS II
 HO0482
 HO0482.The horizontal coordinates were determined by differentially corrected
 HO0482.hand held GPS observations or other comparable positioning techniques
 HO0482.and have an estimated accuracy of +/- 3 meters.
 HO0482
 HO0482.The orthometric height was determined by differential leveling and
 HO0482.adjusted by the NATIONAL GEODETIC SURVEY
 HO0482.in June 1991.
 HO0482
 HO0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0482.GEOID18 height accuracy estimate available here.
 HO0482
 HO0482.Click photographs - Photos may exist for this station.
 HO0482
 HO0482.The dynamic height is computed by dividing the NAVD 88
 HO0482.geopotential number by the normal gravity value computed on the
 HO0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0482.degrees latitude (g = 980.6199 gals.).
 HO0482
 HO0482.The modeled gravity was interpolated from observed gravity values.
 HO0482
 HO0482;                    North         East    Units  Estimated Accuracy
 HO0482;SPC UT S     - 3,100,619.0     352,490.5     MT  (+/- 3 meters HH1 GPS) 
 HO0482
 HO0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG0836459367(NAD 83)
 HO0482
 HO0482                          SUPERSEDED SURVEY CONTROL
 HO0482
 HO0482.No superseded survey control is available for this station.
 HO0482
 HO0482_MARKER: DQ = CALIBRATION BASE LINE DISK
 HO0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0482_STAMPING: 0 1982
 HO0482_MARK LOGO: NGS
 HO0482_PROJECTION: FLUSH
 HO0482_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HO0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0482+STABILITY: SURFACE MOTION
 HO0482
 HO0482  HISTORY     - Date     Condition        Report By
 HO0482  HISTORY     - 1982     MONUMENTED       NGS
 HO0482  HISTORY     - 1984     GOOD             NGS
 HO0482  HISTORY     - 20170529 GOOD             USPSQD
 HO0482
 HO0482                          STATION DESCRIPTION
 HO0482
 HO0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0482'THE BASE LINE IS LOCATED ABOUT 16.09 KM (10.0 MI) SOUTHWEST OF CEDAR
 HO0482'CITY AND 1.61 KM (1.0 MI) NORTH OF KANARRAVILLE ALONG THE WEST SIDE OF
 HO0482'THE COUNTY ROAD (OLD UNITED STATES HIGHWAY 91).
 HO0482'
 HO0482'TO REACH THE 0 METER POINT FROM THE UNDERPASS AT THE JUNCTION OF
 HO0482'INTERSTATE 15 AND COUNTY ROAD (OLD UNITED STATES HIGHWAY 91) AT EXIT
 HO0482'51, GO SOUTHERLY ON COUNTY ROAD TOWARD KANARRAVILLE FOR 4.91 KM (3.05
 HO0482'MI) TO THE 0 METER POINT ON THE RIGHT.
 HO0482'
 HO0482'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE
 HO0482'NORTH END.  IT IS MADE UP OF THE 0, 150, 410 AND 1400 METER POINTS
 HO0482'WITH A POINT FOR THE CALIBRATION OF 200 FOOT TAPES SET NORTH OF THE
 HO0482'410 METER POINT.  THE 200 FOOT POINT WAS NOT TIED INTO THE BASE LINE.
 HO0482'
 HO0482'ALL OF THE MARKS ARE CALIBRATION BASE LINE DISKS SET ON ALINE BETWEEN
 HO0482'THE WEST SIDE OF THE COUNTY ROAD AND THE EAST SIDE OF THE FENCE LINE
 HO0482'ON THE ROAD RIGHT OF WAY.
 HO0482'
 HO0482'THE 0 METER POINT IS A STANDARD NGS DISK (NO STAMPING AT THIS TIME)
 HO0482'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 31 CM (12 IN) IN
 HO0482'DIAMETER FLUSH WITH GROUND LOCATED 12.86 M (42.2 FT) W FROM THE CENTER
 HO0482'LINE OF THE COUNTY ROAD, 2.16 M (7.1 FT) E FROM A WIRE FENCE AND 1.22
 HO0482'M (4.0 FT) E FROM A WITNESS POST.
 HO0482'
 HO0482'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH SOUTHERN UTAH STATE
 HO0482'COLLEGE.  FOR FURTHER INFORMATION CONTACT ENGINEERING DEPARMENT,
 HO0482'SOUTHERN UTAH STATE COLLEGE, CEDAR CITY, UT 84720.  TELEPHONE (801)
 HO0482'586-7908.
 HO0482
 HO0482                          STATION RECOVERY (1984)
 HO0482
 HO0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HO0482'2.9 KM (1.8 MI) NORTH FROM KANARRAVILLE.
 HO0482'A NGS CALIBRATION BASE LINE DISK.  2.95 KM (1.83 MI) NORTH ALONG US
 HO0482'HIGHWAY 91 FROM THE CHURCH OF LATTER DAY SAINTS AT KANARRAVILLE, AT
 HO0482'THE SOUTH END OF A DRAINAGE DITCH IN THE NORTHWEST RIGHT OF WAY,
 HO0482'13.1 METERS (43 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 150.3 METERS
 HO0482'(493 FT) NORTHEAST OF CALIBRATION BASE LINE DISK 150, 7.1 METERS
 HO0482'(23 FT) SOUTHWEST OF THE SOUTHWEST END OF THE DITCH AND 2.4 METERS
 HO0482'(8 FT) SOUTHEAST OF A FENCE.
 HO0482'THE MARK IS 1.3 METERS  NW FROM A WITNESS POST.
 HO0482'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HO0482
 HO0482                          STATION RECOVERY (2017)
 HO0482
 HO0482'RECOVERY NOTE BY US POWER SQUADRON 2017 (GDS)
 HO0482'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0486 ***********************************************************************
 HO0486  DESIGNATION -  CEDAR CITY CBL 1400
 HO0486  PID         -  HO0486
 HO0486  STATE/COUNTY-  UT/IRON
 HO0486  COUNTRY     -  US
 HO0486  USGS QUAD   -  KANARRAVILLE (2017)
 HO0486
 HO0486                         *CURRENT SURVEY CONTROL
 HO0486  ______________________________________________________________________
 HO0486* NAD 83(1986) POSITION- 37 32 59.79   (N) 113 10 35.07   (W)   HD_HELD1
 HO0486* NAVD 88 ORTHO HEIGHT -  1685.724 (meters)     5530.58  (feet) ADJUSTED
 HO0486  ______________________________________________________________________
 HO0486  GEOID HEIGHT    -        -21.813 (meters)                     GEOID18
 HO0486  DYNAMIC HEIGHT  -       1683.786 (meters)     5524.22  (feet) COMP
 HO0486  MODELED GRAVITY -    979,421.4   (mgal)                       NAVD 88
 HO0486
 HO0486  VERT ORDER      -  FIRST     CLASS II
 HO0486
 HO0486.The horizontal coordinates were determined by differentially corrected
 HO0486.hand held GPS observations or other comparable positioning techniques
 HO0486.and have an estimated accuracy of +/- 3 meters.
 HO0486
 HO0486.The orthometric height was determined by differential leveling and
 HO0486.adjusted by the NATIONAL GEODETIC SURVEY
 HO0486.in June 1991.
 HO0486
 HO0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0486.GEOID18 height accuracy estimate available here.
 HO0486
 HO0486.Click photographs - Photos may exist for this station.
 HO0486
 HO0486.The dynamic height is computed by dividing the NAVD 88
 HO0486.geopotential number by the normal gravity value computed on the
 HO0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0486.degrees latitude (g = 980.6199 gals.).
 HO0486
 HO0486.The modeled gravity was interpolated from observed gravity values.
 HO0486
 HO0486;                    North         East    Units  Estimated Accuracy
 HO0486;SPC UT S     - 3,099,356.2     351,875.6     MT  (+/- 3 meters HH1 GPS) 
 HO0486
 HO0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG0774358108(NAD 83)
 HO0486
 HO0486                          SUPERSEDED SURVEY CONTROL
 HO0486
 HO0486.No superseded survey control is available for this station.
 HO0486
 HO0486_MARKER: DQ = CALIBRATION BASE LINE DISK
 HO0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0486_STAMPING: 1400 1982
 HO0486_MARK LOGO: NGS
 HO0486_PROJECTION: FLUSH
 HO0486_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HO0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0486+STABILITY: SURFACE MOTION
 HO0486
 HO0486  HISTORY     - Date     Condition        Report By
 HO0486  HISTORY     - 1982     MONUMENTED       NGS
 HO0486  HISTORY     - 1984     GOOD             NGS
 HO0486  HISTORY     - 20170529 GOOD             USPSQD
 HO0486
 HO0486                          STATION DESCRIPTION
 HO0486
 HO0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0486'THE BASE LINE IS LOCATED ABOUT 16.09 KM (10.0 MI) SOUTHWEST OF CEDAR
 HO0486'CITY AND 1.61 KM (1.0 MI) NORTH OF KANARRAVILLE ALONG THE WEST SIDE OF
 HO0486'THE COUNTY ROAD (OLD UNITED STATES HIGHWAY 91).
 HO0486'
 HO0486'TO REACH THE 0 METER POINT FROM THE UNDERPASS AT THE JUNCTION OF
 HO0486'INTERSTATE 15 AND COUNTY ROAD (OLD UNITED STATES HIGHWAY 91) AT EXIT
 HO0486'51, GO SOUTHERLY ON COUNTY ROAD TOWARD KANARRAVILLE FOR 4.91 KM (3.05
 HO0486'MI) TO THE 0 METER POINT ON THE RIGHT.
 HO0486'
 HO0486'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE
 HO0486'NORTH END.  IT IS MADE UP OF THE 0, 150, 410 AND 1400 METER POINTS
 HO0486'WITH A POINT FOR THE CALIBRATION OF 200 FOOT TAPES SET NORTH OF THE
 HO0486'410 METER POINT.  THE 200 FOOT POINT WAS NOT TIED INTO THE BASE LINE.
 HO0486'
 HO0486'ALL OF THE MARKS ARE CALIBRATION BASE LINE DISKS SET ON ALINE BETWEEN
 HO0486'THE WEST SIDE OF THE COUNTY ROAD AND THE EAST SIDE OF THE FENCE LINE
 HO0486'ON THE ROAD RIGHT OF WAY.
 HO0486'
 HO0486'THE 1400 METER POINT IS ABOUT 34 FEET WEST OF THE CENTER LINE OF THE
 HO0486'COUNTY ROAD AND ABOUT 14 FEET EAST OF THE FENCE.  NONE OF THE MARKS
 HO0486'ARE STAMPED AT THIS TIME.
 HO0486'
 HO0486'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH SOUTHERN UTAH STATE
 HO0486'COLLEGE.  FOR FURTHER INFORMATION CONTACT ENGINEERING DEPARMENT,
 HO0486'SOUTHERN UTAH STATE COLLEGE, CEDAR CITY, UT 84720.  TELEPHONE (801)
 HO0486'586-7908.
 HO0486
 HO0486                          STATION RECOVERY (1984)
 HO0486
 HO0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HO0486'1.6 KM (1.0 MI) NORTH FROM KANARRAVILLE.
 HO0486'A NGS CALIBRATION BASE LINE DISK.  1.56 KM (0.97 MI) NORTH ALONG US
 HO0486'HIGHWAY 91 FROM THE CHURCH OF LATTER DAY SAINTS AT KANARRAVILLE, AT
 HO0486'THE BOTTOM OF A SHALLOW DITCH, 10.4 METERS (34 FT) NORTHWEST OF THE
 HO0486'HIGHWAY CENTERLINE, 71.3 METERS (234.5 FT) SOUTHWEST OF A T JUNCTION
 HO0486'FENCE POST AND 4.3 METERS (14.1 FT) SOUTHEAST OF THE RIGHT OF WAY
 HO0486'FENCE.
 HO0486'THE MARK IS 1.4 METERS  NW FROM A WITNESS POST.
 HO0486'THE MARK IS 0.7 M BELOW THE HIGHWAY.
 HO0486
 HO0486                          STATION RECOVERY (2017)
 HO0486
 HO0486'RECOVERY NOTE BY US POWER SQUADRON 2017 (GDS)
 HO0486'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0483 ***********************************************************************
 HO0483  DESIGNATION -  CEDAR CITY CBL 150
 HO0483  PID         -  HO0483
 HO0483  STATE/COUNTY-  UT/IRON
 HO0483  COUNTRY     -  US
 HO0483  USGS QUAD   -  KANARRAVILLE (2017)
 HO0483
 HO0483                         *CURRENT SURVEY CONTROL
 HO0483  ______________________________________________________________________
 HO0483* NAD 83(1986) POSITION- 37 33 36.7    (N) 113 10 13.6    (W)   HD_HELD2
 HO0483* NAVD 88 ORTHO HEIGHT -  1682.051 (meters)     5518.53  (feet) ADJUSTED
 HO0483  ______________________________________________________________________
 HO0483  GEOID HEIGHT    -        -21.792 (meters)                     GEOID18
 HO0483  DYNAMIC HEIGHT  -       1680.122 (meters)     5512.20  (feet) COMP
 HO0483  MODELED GRAVITY -    979,424.2   (mgal)                       NAVD 88
 HO0483
 HO0483  VERT ORDER      -  FIRST     CLASS II
 HO0483
 HO0483.The horizontal coordinates were established by autonomous hand held GPS
 HO0483.observations and have an estimated accuracy of +/- 10 meters.
 HO0483
 HO0483.The orthometric height was determined by differential leveling and
 HO0483.adjusted by the NATIONAL GEODETIC SURVEY
 HO0483.in June 1991.
 HO0483
 HO0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0483.GEOID18 height accuracy estimate available here.
 HO0483
 HO0483.Click photographs - Photos may exist for this station.
 HO0483
 HO0483.The dynamic height is computed by dividing the NAVD 88
 HO0483.geopotential number by the normal gravity value computed on the
 HO0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0483.degrees latitude (g = 980.6199 gals.).
 HO0483
 HO0483.The modeled gravity was interpolated from observed gravity values.
 HO0483
 HO0483;                    North         East    Units  Estimated Accuracy
 HO0483;SPC UT S     - 3,100,485.      352,423.      MT  (+/- 10 meters HH2 GPS)
 HO0483
 HO0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG0829659233(NAD 83)
 HO0483
 HO0483                          SUPERSEDED SURVEY CONTROL
 HO0483
 HO0483.No superseded survey control is available for this station.
 HO0483
 HO0483_MARKER: DQ = CALIBRATION BASE LINE DISK
 HO0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0483_STAMPING: 150 1982
 HO0483_MARK LOGO: NGS
 HO0483_PROJECTION: FLUSH
 HO0483_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HO0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0483+STABILITY: SURFACE MOTION
 HO0483
 HO0483  HISTORY     - Date     Condition        Report By
 HO0483  HISTORY     - 1982     MONUMENTED       NGS
 HO0483  HISTORY     - 1984     GOOD             NGS
 HO0483  HISTORY     - 20170529 GOOD             USPSQD
 HO0483
 HO0483                          STATION DESCRIPTION
 HO0483
 HO0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0483'THE BASE LINE IS LOCATED ABOUT 16.09 KM (10.0 MI) SOUTHWEST OF CEDAR
 HO0483'CITY AND 1.61 KM (1.0 MI) NORTH OF KANARRAVILLE ALONG THE WEST SIDE OF
 HO0483'THE COUNTY ROAD (OLD UNITED STATES HIGHWAY 91).
 HO0483'
 HO0483'TO REACH THE 0 METER POINT FROM THE UNDERPASS AT THE JUNCTION OF
 HO0483'INTERSTATE 15 AND COUNTY ROAD (OLD UNITED STATES HIGHWAY 91) AT EXIT
 HO0483'51, GO SOUTHERLY ON COUNTY ROAD TOWARD KANARRAVILLE FOR 4.91 KM (3.05
 HO0483'MI) TO THE 0 METER POINT ON THE RIGHT.
 HO0483'
 HO0483'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE
 HO0483'NORTH END.  IT IS MADE UP OF THE 0, 150, 410 AND 1400 METER POINTS
 HO0483'WITH A POINT FOR THE CALIBRATION OF 200 FOOT TAPES SET NORTH OF THE
 HO0483'410 METER POINT.  THE 200 FOOT POINT WAS NOT TIED INTO THE BASE LINE.
 HO0483'
 HO0483'ALL OF THE MARKS ARE CALIBRATION BASE LINE DISKS SET ON ALINE BETWEEN
 HO0483'THE WEST SIDE OF THE COUNTY ROAD AND THE EAST SIDE OF THE FENCE LINE
 HO0483'ON THE ROAD RIGHT OF WAY.
 HO0483'
 HO0483'THE 150 METER POINT IS ABOUT 41 FEET WEST OF THE COUNTY ROAD AND ABOUT
 HO0483'7 FEET EAST OF THE FENCE.
 HO0483'
 HO0483'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH SOUTHERN UTAH STATE
 HO0483'COLLEGE.  FOR FURTHER INFORMATION CONTACT ENGINEERING DEPARMENT,
 HO0483'SOUTHERN UTAH STATE COLLEGE, CEDAR CITY, UT 84720.  TELEPHONE (801)
 HO0483'586-7908.
 HO0483
 HO0483                          STATION RECOVERY (1984)
 HO0483
 HO0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HO0483'2.8 KM (1.7 MI) NORTH FROM KANARRAVILLE.
 HO0483'A NGS CALIBRATION BASE LINE DISK.  2.8 KM (1.74 MI) NORTH ALONG US
 HO0483'HIGHWAY 91 FROM THE CHURCH OF LATTER DAY SAINTS AT KANARRAVILLE, AT
 HO0483'THE BOTTOM OF A SHALLOW DITCH IN THE NORTHWEST RIGHT OF WAY,
 HO0483'12.7 METERS (41.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 HO0483'199.3 METERS (654 FT) NORTHEAST OF CALIBRATION BASE LINE DISK 410,
 HO0483'150.3 METERS (493 FT) SOUTHWEST OF CALIBRATION BASE LINE DISK 0,
 HO0483'2.3 METERS (7.5 FT) SOUTHEAST OF A FENCE.
 HO0483'THE MARK IS 1.2 METERS  NW FROM A WITNESS POST.
 HO0483'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 HO0483
 HO0483                          STATION RECOVERY (2017)
 HO0483
 HO0483'RECOVERY NOTE BY US POWER SQUADRON 2017 (GDS)
 HO0483'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0485 ***********************************************************************
 HO0485  DESIGNATION -  CEDAR CITY CBL 200
 HO0485  PID         -  HO0485
 HO0485  STATE/COUNTY-  UT/IRON
 HO0485  COUNTRY     -  US
 HO0485  USGS QUAD   -  KANARRAVILLE (2017)
 HO0485
 HO0485                         *CURRENT SURVEY CONTROL
 HO0485  ______________________________________________________________________
 HO0485* NAD 83(1986) POSITION- 37 33 30.87   (N) 113 10 16.95   (W)   HD_HELD1
 HO0485* NAVD 88 ORTHO HEIGHT -  1680.094 (meters)     5512.11  (feet) ADJUSTED
 HO0485  ______________________________________________________________________
 HO0485  GEOID HEIGHT    -        -21.795 (meters)                     GEOID18
 HO0485  DYNAMIC HEIGHT  -       1678.167 (meters)     5505.79  (feet) COMP
 HO0485  MODELED GRAVITY -    979,423.8   (mgal)                       NAVD 88
 HO0485
 HO0485  VERT ORDER      -  FIRST     CLASS II
 HO0485
 HO0485.The horizontal coordinates were determined by differentially corrected
 HO0485.hand held GPS observations or other comparable positioning techniques
 HO0485.and have an estimated accuracy of +/- 3 meters.
 HO0485
 HO0485.The orthometric height was determined by differential leveling and
 HO0485.adjusted by the NATIONAL GEODETIC SURVEY
 HO0485.in June 1991.
 HO0485
 HO0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0485.GEOID18 height accuracy estimate available here.
 HO0485
 HO0485.Click photographs - Photos may exist for this station.
 HO0485
 HO0485.The dynamic height is computed by dividing the NAVD 88
 HO0485.geopotential number by the normal gravity value computed on the
 HO0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0485.degrees latitude (g = 980.6199 gals.).
 HO0485
 HO0485.The modeled gravity was interpolated from observed gravity values.
 HO0485
 HO0485;                    North         East    Units  Estimated Accuracy
 HO0485;SPC UT S     - 3,100,306.3     352,337.4     MT  (+/- 3 meters HH1 GPS) 
 HO0485
 HO0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG0821059055(NAD 83)
 HO0485
 HO0485                          SUPERSEDED SURVEY CONTROL
 HO0485
 HO0485.No superseded survey control is available for this station.
 HO0485
 HO0485_MARKER: DQ = CALIBRATION BASE LINE DISK
 HO0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0485_STAMPING: 200 FT 1982
 HO0485_MARK LOGO: NGS
 HO0485_PROJECTION: FLUSH
 HO0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0485+STABILITY: SURFACE MOTION
 HO0485
 HO0485  HISTORY     - Date     Condition        Report By
 HO0485  HISTORY     - 1982     MONUMENTED       NGS
 HO0485  HISTORY     - 1984     GOOD             NGS
 HO0485  HISTORY     - 20170529 GOOD             USPSQD
 HO0485
 HO0485                          STATION DESCRIPTION
 HO0485
 HO0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0485'2.6 KM (1.6 MI) NORTH FROM KANARRAVILLE.
 HO0485'A NGS CALIBRATION BASE LINE DISK.  2.55 KM (1.58 MI) NORTH ALONG US
 HO0485'HIGHWAY 91 FROM THE CHURCH OF LATTER DAY SAINTS AT KANARRAVILLE, IN
 HO0485'THE NORTHWEST CORNER OF THE INTERSECTION OF A DIRT ROAD, 12.4 METERS
 HO0485'(40.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 61.0 METERS (200 FT)
 HO0485'SOUTHWEST OF CALIBRATION BASE LINE DISK 410, 23.8 METERS (78 FT) NORTH
 HO0485'OF THE CENTER OF THE ROAD AND 2.4 METERS (8 FT) SOUTHEAST OF THE RIGHT
 HO0485'OF WAY FENCE.
 HO0485'THE MARK IS 1.4 METERS  NW FROM A WITNESS POST.
 HO0485'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 HO0485
 HO0485                          STATION RECOVERY (2017)
 HO0485
 HO0485'RECOVERY NOTE BY US POWER SQUADRON 2017 (GDS)
 HO0485'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0484 ***********************************************************************
 HO0484  DESIGNATION -  CEDAR CITY CBL 410
 HO0484  PID         -  HO0484
 HO0484  STATE/COUNTY-  UT/IRON
 HO0484  COUNTRY     -  US
 HO0484  USGS QUAD   -  KANARRAVILLE (2017)
 HO0484
 HO0484                         *CURRENT SURVEY CONTROL
 HO0484  ______________________________________________________________________
 HO0484* NAD 83(1986) POSITION- 37 33 29.12   (N) 113 10 18.08   (W)   HD_HELD1
 HO0484* NAVD 88 ORTHO HEIGHT -  1680.473 (meters)     5513.35  (feet) ADJUSTED
 HO0484  ______________________________________________________________________
 HO0484  GEOID HEIGHT    -        -21.796 (meters)                     GEOID18
 HO0484  DYNAMIC HEIGHT  -       1678.546 (meters)     5507.03  (feet) COMP
 HO0484  MODELED GRAVITY -    979,424.0   (mgal)                       NAVD 88
 HO0484
 HO0484  VERT ORDER      -  FIRST     CLASS II
 HO0484
 HO0484.The horizontal coordinates were determined by differentially corrected
 HO0484.hand held GPS observations or other comparable positioning techniques
 HO0484.and have an estimated accuracy of +/- 3 meters.
 HO0484
 HO0484.The orthometric height was determined by differential leveling and
 HO0484.adjusted by the NATIONAL GEODETIC SURVEY
 HO0484.in June 1991.
 HO0484
 HO0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0484.GEOID18 height accuracy estimate available here.
 HO0484
 HO0484.Click photographs - Photos may exist for this station.
 HO0484
 HO0484.The dynamic height is computed by dividing the NAVD 88
 HO0484.geopotential number by the normal gravity value computed on the
 HO0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0484.degrees latitude (g = 980.6199 gals.).
 HO0484
 HO0484.The modeled gravity was interpolated from observed gravity values.
 HO0484
 HO0484;                    North         East    Units  Estimated Accuracy
 HO0484;SPC UT S     - 3,100,252.8     352,308.7     MT  (+/- 3 meters HH1 GPS) 
 HO0484
 HO0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG0818159002(NAD 83)
 HO0484
 HO0484                          SUPERSEDED SURVEY CONTROL
 HO0484
 HO0484.No superseded survey control is available for this station.
 HO0484
 HO0484_MARKER: DQ = CALIBRATION BASE LINE DISK
 HO0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0484_STAMPING: 410 1982
 HO0484_MARK LOGO: NGS
 HO0484_PROJECTION: FLUSH
 HO0484_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HO0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0484+STABILITY: SURFACE MOTION
 HO0484
 HO0484  HISTORY     - Date     Condition        Report By
 HO0484  HISTORY     - 1982     MONUMENTED       NGS
 HO0484  HISTORY     - 1984     GOOD             NGS
 HO0484  HISTORY     - 20170529 GOOD             USPSQD
 HO0484
 HO0484                          STATION DESCRIPTION
 HO0484
 HO0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0484'THE BASE LINE IS LOCATED ABOUT 16.09 KM (10.0 MI) SOUTHWEST OF CEDAR
 HO0484'CITY AND 1.61 KM (1.0 MI) NORTH OF KANARRAVILLE ALONG THE WEST SIDE OF
 HO0484'THE COUNTY ROAD (OLD UNITED STATES HIGHWAY 91).
 HO0484'
 HO0484'TO REACH THE 0 METER POINT FROM THE UNDERPASS AT THE JUNCTION OF
 HO0484'INTERSTATE 15 AND COUNTY ROAD (OLD UNITED STATES HIGHWAY 91) AT EXIT
 HO0484'51, GO SOUTHERLY ON COUNTY ROAD TOWARD KANARRAVILLE FOR 4.91 KM (3.05
 HO0484'MI) TO THE 0 METER POINT ON THE RIGHT.
 HO0484'
 HO0484'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE
 HO0484'NORTH END.  IT IS MADE UP OF THE 0, 150, 410 AND 1400 METER POINTS
 HO0484'WITH A POINT FOR THE CALIBRATION OF 200 FOOT TAPES SET NORTH OF THE
 HO0484'410 METER POINT.  THE 200 FOOT POINT WAS NOT TIED INTO THE BASE LINE.
 HO0484'
 HO0484'ALL OF THE MARKS ARE CALIBRATION BASE LINE DISKS SET ON ALINE BETWEEN
 HO0484'THE WEST SIDE OF THE COUNTY ROAD AND THE EAST SIDE OF THE FENCE LINE
 HO0484'ON THE ROAD RIGHT OF WAY.
 HO0484'
 HO0484'THE 410 METER POINT IS ABOUT 81 FEET NORTH FROM THE CENTER LINE OF A
 HO0484'BLACK TOP SIDE ROAD, ABOUT 40 FEET WEST OF THE CENTER LINE OF COUNTY
 HO0484'ROAD AND ABOUT 8 FEET EAST OF THE FENCE.
 HO0484'
 HO0484'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH SOUTHERN UTAH STATE
 HO0484'COLLEGE.  FOR FURTHER INFORMATION CONTACT ENGINEERING DEPARMENT,
 HO0484'SOUTHERN UTAH STATE COLLEGE, CEDAR CITY, UT 84720.  TELEPHONE (801)
 HO0484'586-7908.
 HO0484
 HO0484                          STATION RECOVERY (1984)
 HO0484
 HO0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HO0484'2.6 KM (1.6 MI) NORTH FROM KANARRAVILLE.
 HO0484'A NGS CALIBRATION BASE LINE DISK.  2.61 KM (1.62 MI) NORTH ALONG US
 HO0484'HIGHWAY 91 FROM THE CHURCH OF LATTER DAY SAINTS AT KANARRAVILLE, IN
 HO0484'THE NORTHWEST CORNER OF THE INTERSECTION OF A DIRT ROAD, 12.7 METERS
 HO0484'(41.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 199.3 METERS (654 FT)
 HO0484'SOUTHWEST OF CALIBRATION DISK 150, 84.7 METERS (278 FT) NORTH OF THE
 HO0484'CENTER OF THE ROAD, 61.0 METERS (200 FT) NORTHEAST OF CALIBRATION DISK
 HO0484'200 FOOT.
 HO0484'THE MARK IS 1.4 METERS  NW FROM A WITNESS POST.
 HO0484'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 HO0484
 HO0484                          STATION RECOVERY (2017)
 HO0484
 HO0484'RECOVERY NOTE BY US POWER SQUADRON 2017 (GDS)
 HO0484'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0748 ***********************************************************************
 MS0748  DESIGNATION -  CEDAR ET
 MS0748  PID         -  MS0748
 MS0748  STATE/COUNTY-  UT/BOX ELDER
 MS0748  COUNTRY     -  US
 MS0748  USGS QUAD   -  LAKE RIDGE (2017)
 MS0748
 MS0748                         *CURRENT SURVEY CONTROL
 MS0748  ______________________________________________________________________
 MS0748* NAD 83(1994) POSITION- 41 38 25.04586(N) 112 41 21.40998(W)   ADJUSTED
 MS0748* NAVD 88 ORTHO HEIGHT -  1574.7   (meters)     5166.    (feet) VERTCON3
 MS0748  ______________________________________________________________________
 MS0748  GEOID HEIGHT    -        -15.744 (meters)                     GEOID18
 MS0748  LAPLACE CORR    -          5.46  (seconds)                    DEFLEC18
 MS0748  HORZ ORDER      -  SECOND
 MS0748
 MS0748.The horizontal coordinates were established by classical geodetic methods
 MS0748.and adjusted by the National Geodetic Survey in November 1997.
 MS0748
 MS0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0748
 MS0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0748.GEOID18 height accuracy estimate available here.
 MS0748
 MS0748.Click photographs - Photos may exist for this station.
 MS0748
 MS0748.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0748
 MS0748. The following values were computed from the NAD 83(1994) position.
 MS0748
 MS0748;                    North         East     Units Scale Factor Converg.
 MS0748;SPC UT N     - 1,145,818.796   400,919.315   MT  0.99997991   -0 47 03.0
 MS0748;SPC UT N     - 3,759,240.50  1,315,349.45   sFT  0.99997991   -0 47 03.0
 MS0748;UTM  12      - 4,611,217.643   359,310.242   MT  0.99984358   -1 07 21.5
 MS0748
 MS0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0748!SPC UT N     -   0.99975554  x   0.99997991  =   0.99973545
 MS0748!UTM  12      -   0.99975554  x   0.99984358  =   0.99959916
 MS0748
 MS0748:                Primary Azimuth Mark                     Grid Az
 MS0748:SPC UT N     -  GOLDEN ET                                068 22 53.7
 MS0748:UTM  12      -  GOLDEN ET                                068 43 12.2
 MS0748
 MS0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM5931011217(NAD 83)
 MS0748
 MS0748|---------------------------------------------------------------------|
 MS0748| PID    Reference Object                     Distance      Geod. Az  |
 MS0748|                                                           dddmmss.s |
 MS0748| MS0745 GOLDEN ET                           APPROX. 7.9 KM 0673550.7 |
 MS0748|---------------------------------------------------------------------|
 MS0748
 MS0748                          SUPERSEDED SURVEY CONTROL
 MS0748
 MS0748  NAD 83(1993)-  41 38 25.04308(N)    112 41 21.40314(W) AD(       ) 2
 MS0748  NAD 83(1986)-  41 38 25.03676(N)    112 41 21.39107(W) AD(       ) 2
 MS0748  NAD 27      -  41 38 25.30629(N)    112 41 18.47900(W) AD(       ) 2
 MS0748  NGVD 29 (07/19/86) 1573.7    (m)         5163.     (f) VERT ANG       
 MS0748
 MS0748.Superseded values are not recommended for survey control.
 MS0748
 MS0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0748.See file dsdata.pdf to determine how the superseded data were derived.
 MS0748
 MS0748_MARKER: DD = SURVEY DISK
 MS0748_SETTING: 66 = SET IN ROCK OUTCROP
 MS0748_STAMPING: CEDAT ET 1966
 MS0748_MARK LOGO: USGS
 MS0748_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0748+STABILITY: POSITION/ELEVATION WELL
 MS0748
 MS0748  HISTORY     - Date     Condition        Report By
 MS0748  HISTORY     - 1966     MONUMENTED       USGS
 MS0748
 MS0748                          STATION DESCRIPTION
 MS0748
 MS0748'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (RDM)
 MS0748'LOCATED ABOUT 23 MI. (AIRLINE) S. OF SNOWVILLE.  ABOUT 14 MI.
 MS0748'SE. OF LOCOMOTIVE SPRINGS.  ABOUT 7.5 MI. W. OF GOLDEN SPIKE
 MS0748'MONUMENT.  ABOUT 2.9 MI. W. OF CEDAR SPRING.  ON THE HIGHEST
 MS0748'POINT OF A PROMINENT GRASS-COVERED RIDGE.
 MS0748'
 MS0748'TO REACH FROM GOLDEN SPIKE MONUMENT, DRIVE N. ON PAVED RD. FOR
 MS0748'1.1 MI. TO CROSSROADS.  TURN LEFT (W.) ON GRAVELED RD. (LOCOMOTIVE
 MS0748'SPRINGS RD.) FOR 5.5 MI. TO CORRAL ON LEFT.  TURN LEFT (W.) AND
 MS0748'FOLLOW FENCE LINE 1 MI. TO END OF TRUCK TRAVEL.  PACK W. TO TOP
 MS0748'AND STATION, ABOUT 1.5 MI. (35-MINUTE PACK).  (WITH 4-WHEEL
 MS0748'DRIVE YOU MAY BE ABLE TO REACH STATION.)
 MS0748'
 MS0748'STATION MARK STANDARD TABLET STAMPED CEDAR ET 1966 SET IN ROCK
 MS0748'OUTCROP ABOUT 0.6 FT. LOWER THAN TOP.
 MS0748'
 MS0748'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5831 ***********************************************************************
 AI5831  DESIGNATION -  CEDAR GPS BASE STATION ARP
 AI5831  PID         -  AI5831
 AI5831  STATE/COUNTY-  UT/TOOELE
 AI5831  COUNTRY     -  US
 AI5831  USGS QUAD   -  HASTINGS PASS NE (2017)
 AI5831
 AI5831                         *CURRENT SURVEY CONTROL
 AI5831  ______________________________________________________________________
 AI5831* NAD 83(2011) POSITION- 40 40 50.48590(N) 112 51 37.68318(W)   ADJUSTED
 AI5831* NAD 83(2011) ELLIP HT-  1473.266 (meters)        (06/27/12)   ADJUSTED
 AI5831* NAD 83(2011) EPOCH   -  2010.00
 AI5831* NAVD 88 ORTHO HEIGHT -  1490.9   (meters)     4891.    (feet) GPS OBS
 AI5831  ______________________________________________________________________
 AI5831  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5831  GEOID HEIGHT    -        -17.623 (meters)                     GEOID09
 AI5831  GEOID HEIGHT    -        -17.620 (meters)                     GEOID18
 AI5831  NAD 83(2011) X  - -1,882,185.696 (meters)                     COMP
 AI5831  NAD 83(2011) Y  - -4,464,348.272 (meters)                     COMP
 AI5831  NAD 83(2011) Z  -  4,136,557.169 (meters)                     COMP
 AI5831  LAPLACE CORR    -         -4.43  (seconds)                    DEFLEC18
 AI5831
 AI5831  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5831  Standards:
 AI5831         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5831            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5831  -------------------------------------------------------------------
 AI5831  NETWORK    0.14   0.29           0.06   0.05   0.15     -0.03099705
 AI5831  -------------------------------------------------------------------
 AI5831  Click here for local accuracies and other accuracy information.
 AI5831
 AI5831.The horizontal coordinates were established by GPS observations
 AI5831.and adjusted by the National Geodetic Survey in June 2012.
 AI5831
 AI5831.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5831.been affixed to the stable North American tectonic plate. See 
 AI5831.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5831
 AI5831.The horizontal coordinates are valid at the epoch date displayed above
 AI5831.which is a decimal equivalence of Year/Month/Day.
 AI5831
 AI5831.The orthometric height was determined by GPS observations and a
 AI5831.high-resolution geoid model.
 AI5831
 AI5831.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5831.GEOID18 height accuracy estimate available here.
 AI5831
 AI5831.Click photographs - Photos may exist for this station.
 AI5831
 AI5831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5831
 AI5831.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5831
 AI5831.The ellipsoidal height was determined by GPS observations
 AI5831.and is referenced to NAD 83.
 AI5831
 AI5831. The following values were computed from the NAD 83(2011) position.
 AI5831
 AI5831;                    North         East     Units Scale Factor Converg.
 AI5831;SPC UT C     - 2,261,486.446   384,989.739   MT  1.00000778   -0 52 17.4
 AI5831;SPC UT C     - 7,419,560.11  1,263,087.17   sFT  1.00000778   -0 52 17.4
 AI5831;UTM  12      - 4,504,975.909   342,774.951   MT  0.99990427   -1 12 46.7
 AI5831
 AI5831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5831!SPC UT C     -   0.99976895  x   1.00000778  =   0.99977673
 AI5831!UTM  12      -   0.99976895  x   0.99990427  =   0.99967324
 AI5831
 AI5831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL4277404975(NAD 83)
 AI5831
 AI5831                          SUPERSEDED SURVEY CONTROL
 AI5831
 AI5831  NAD 83(2007)-  40 40 50.48561(N)    112 51 37.68339(W) AD(2002.00) 0
 AI5831  ELLIP H (02/10/07) 1473.277  (m)                       GP(2002.00)    
 AI5831  NAD 83(1994)-  40 40 50.48513(N)    112 51 37.68287(W) AD(       ) A
 AI5831  ELLIP H (06/28/00) 1473.296  (m)                       GP(       ) 4 1
 AI5831  NAVD 88 (06/28/00) 1491.0    (m)  GEOID99  model used  GPS OBS        
 AI5831
 AI5831.Superseded values are not recommended for survey control.
 AI5831
 AI5831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5831.See file dsdata.pdf to determine how the superseded data were derived.
 AI5831
 AI5831_MARKER: Z = SEE DESCRIPTION
 AI5831_SETTING: 0 = UNSPECIFIED SETTING
 AI5831_MARK LOGO: NONE
 AI5831_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5831+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1999
 AI5831
 AI5831  HISTORY     - Date     Condition        Report By
 AI5831  HISTORY     - 1996     MONUMENTED
 AI5831  HISTORY     - 19990615 GOOD             NGS
 AI5831
 AI5831                          STATION DESCRIPTION
 AI5831
 AI5831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AI5831'THE STATION IS A GPS BASE STATION ARP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0531 ***********************************************************************
 JM0531  DESIGNATION -  CEDAR MESA
 JM0531  PID         -  JM0531
 JM0531  STATE/COUNTY-  UT/SAN JUAN
 JM0531  COUNTRY     -  US
 JM0531  USGS QUAD   -  SOUTH SIX-SHOOTER PEAK (2017)
 JM0531
 JM0531                         *CURRENT SURVEY CONTROL
 JM0531  ______________________________________________________________________
 JM0531* NAD 83(1994) POSITION- 38 00 26.91957(N) 109 43 04.13097(W)   ADJUSTED
 JM0531* NAVD 88 ORTHO HEIGHT -  2130.6   (meters)     6990.    (feet) VERTCON3
 JM0531  ______________________________________________________________________
 JM0531  GEOID HEIGHT    -        -19.027 (meters)                     GEOID18
 JM0531  LAPLACE CORR    -          5.75  (seconds)                    DEFLEC18
 JM0531  HORZ ORDER      -  SECOND
 JM0531
 JM0531.The horizontal coordinates were established by classical geodetic methods
 JM0531.and adjusted by the National Geodetic Survey in November 1997.
 JM0531
 JM0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0531
 JM0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0531.GEOID18 height accuracy estimate available here.
 JM0531
 JM0531.Click photographs - Photos may exist for this station.
 JM0531
 JM0531.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0531
 JM0531. The following values were computed from the NAD 83(1994) position.
 JM0531
 JM0531;                    North         East     Units Scale Factor Converg.
 JM0531;SPC UT S     - 3,150,300.484   656,501.962   MT  0.99995887   +1 05 30.9
 JM0531;SPC UT S     -10,335,610.84  2,153,873.52   sFT  0.99995887   +1 05 30.9
 JM0531;UTM  12      - 4,207,420.305   612,563.354   MT  0.99975605   +0 47 22.6
 JM0531
 JM0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0531!SPC UT S     -   0.99966877  x   0.99995887  =   0.99962765
 JM0531!UTM  12      -   0.99966877  x   0.99975605  =   0.99942490
 JM0531
 JM0531:                Primary Azimuth Mark                     Grid Az
 JM0531:SPC UT S     -  CEDAR MESA AZ MK                         000 24 44.5
 JM0531:UTM  12      -  CEDAR MESA AZ MK                         000 42 52.8
 JM0531
 JM0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH1256307420(NAD 83)
 JM0531
 JM0531|---------------------------------------------------------------------|
 JM0531| PID    Reference Object                     Distance      Geod. Az  |
 JM0531|                                                           dddmmss.s |
 JM0531| CM6235 CEDAR MESA AZ MK                                   0013015.4 |
 JM0531| CM6236 CEDAR MESA RM 1                       7.754 METERS 08701     |
 JM0531| CM6237 CEDAR MESA RM 2                       6.058 METERS 34330     |
 JM0531|---------------------------------------------------------------------|
 JM0531
 JM0531                          SUPERSEDED SURVEY CONTROL
 JM0531
 JM0531  NAD 83(1986)-  38 00 26.91151(N)    109 43 04.13297(W) AD(       ) 2
 JM0531  NAD 27      -  38 00 26.95333(N)    109 43 01.69080(W) AD(       ) 2
 JM0531  NGVD 29 (07/19/86) 2129.6    (m)         6987.     (f) VERT ANG       
 JM0531
 JM0531.Superseded values are not recommended for survey control.
 JM0531
 JM0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0531.See file dsdata.pdf to determine how the superseded data were derived.
 JM0531
 JM0531_MARKER: DS = TRIANGULATION STATION DISK
 JM0531_SETTING: 66 = SET IN ROCK OUTCROP
 JM0531_STAMPING: CEDAR MESA 1937
 JM0531_MARK LOGO: CGS
 JM0531_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0531+STABILITY: POSITION/ELEVATION WELL
 JM0531
 JM0531  HISTORY     - Date     Condition        Report By
 JM0531  HISTORY     - 1937     MONUMENTED       CGS
 JM0531  HISTORY     - 1953     GOOD             USGS
 JM0531  HISTORY     - 1954     GOOD             USGS
 JM0531  HISTORY     - 1963     GOOD             CGS
 JM0531
 JM0531                          STATION DESCRIPTION
 JM0531
 JM0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JM0531'STATION ABOUT 40 MILES SW OF MOAB, 23 MILES NW OF MONTICELLO,
 JM0531'UTAH, AND 9 MILES SW OF THE DUGOUT RANCH.  STATION IS ABOUT
 JM0531'12 FEET E OF THE W EDGE NEAR THE EXTREME SW POINT OF A HIGH,
 JM0531'FLAT, TILTED MESA COVERED WITH PINON AND CEDAR TREES.
 JM0531'
 JM0531'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 JM0531'DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 JM0531'
 JM0531'REFERENCE MARK NO. 1 IS E OF THE STATION AT ABOUT THE SAME
 JM0531'ELEVATION.
 JM0531'
 JM0531'REFERENCE MARK NO. 2 IS NNW OF STATION, ABOUT 2 FEET LOWER.
 JM0531'
 JM0531'AZIMUTH MARK IS ABOUT 160 METERS N, AND ABOUT 12 FEET E OF
 JM0531'THE W EDGE OF THE MESA.
 JM0531'
 JM0531'TO REACH STATION FROM MOAB, UTAH, GO S ON HIGHWAY 450, 42.5
 JM0531'MILES TO THE HOME OF TRUTH ROAD, THENCE W ON THIS ROAD 20.25
 JM0531'MILES TO THE DUGOUT RANCH.  CONTINUE NW ON MAIN RANCH ROAD
 JM0531'3.7 MILES TO FORK.  TAKE LEFT FORK AND DRIVE SW ACROSS HAY
 JM0531'FIELD TO INDIAN CREEK, THE MOUTH OF LAVENDER VALLEY AND THE
 JM0531'END OF THE TRUCK TRAVEL.  FROM HERE, PACK SW ACROSS INDIAN
 JM0531'CREEK, WHICH IS IN ROUGH, CUT BANKS, INTO THE MOUTH OF LAVENDER
 JM0531'CREEK VALLEY.  FOLLOW A STOCK TRAIL UP W SIDE OF LAVENDER
 JM0531'VALLEY (200 TO 300 YARDS E OF BLUFFS), ABOUT 2 MILES TO A
 JM0531'POCKET FORMED BY THE BLUFFS TO THE W AND A LOW DETACHED
 JM0531'BUTTE TO THE E.  TRAIL SWINGS TO RIGHT AND ASCENDS FIRST
 JM0531'BENCH THROUGH SMALL DRAW DUE W OF THIS DETACHED BUTTE.  THIS
 JM0531'DRAW IS VISIBLE FROM THE FORK OFF THE RANCH ROAD 206 DEG
 JM0531'MAGNETIC.  DO NOT CROSS THE DRAW WHICH LEADS OUT, S OF
 JM0531'DETACHED BUTTE, TRAIL ASCENDS BENCH BY NARROW RIDGE,
 JM0531'BETWEEN THIS DRAW AND NEXT ONE TO THE N.  FOLLOW BROAD BENCH,
 JM0531'SW ABOUT 2-1/2 MILES TO GAP IN HIGH RIM ROCK ON RIGHT,
 JM0531'WHICH SEPARATES MAIN BLUFFS FROM A SMALLER DETACHED RIM
 JM0531'ROCK BUTTE TO THE SW.  THE STOCK TRAIL FRAYS OUT IN PLACES.
 JM0531'KEEP WELL TO THE RIGHT TOWARD FOOT OF HIGH BLUFFS TO
 JM0531'AVOID CANYONS LEADING INTO LAVENDER CREEK.  HEAD CANYON,
 JM0531'WHICH LEADS TO E FROM GAP IN HIGH RIM AND CONTINUE SW
 JM0531'AROUND LEFT SIDE OF DETACHED MESA TO ITS SW AND, ABOUT
 JM0531'THREE-QUARTERS OF A MILE.  YOU ARE NOW ON A BROAD, FLAT,
 JM0531'PINON MESA, SLOPING GRADUALLY UPWARD SW.  CONTINUE SW ON CREST
 JM0531'OF BROAD MESA ABOUT 1.0 MILE TO ITS EXTREME SW TIP.  A
 JM0531'TRAIL LEADS DOWN FROM EXTREME POINT TO A RED HOGBACK RIDGE
 JM0531'CONNECTING THIS MESA WITH THE STATION MESA.  THE STATION SITE
 JM0531'IS VISIBLE FROM THIS POINT AT 218 DEG MAGNETIC DISTANT 3
 JM0531'MILES.  FOLLOW STOCK AND GAME TRAIL SW ALONG HOGBACK, KEEPING
 JM0531'TO RIGHT OF ANOTHER MESA, WHICH LIES TO THE E, ABOUT 2 MILES
 JM0531'TO THE NE POINT OF STATION MESA, THENCE PROCEED SW ON TOP
 JM0531'OF THIS MESA ABOUT A MILE TO THE STATION.  ALTHOUGH A LITTLE
 JM0531'WATER WAS FOUND IN POT HOLES AT VARIOUS PLACES ALONG THE
 JM0531'TRAIL SEVERAL DAYS AFTER RAIN, THERE IS NO ACCESSIBLE WATER
 JM0531'IN VICINITY OF THE STATION.
 JM0531
 JM0531                          STATION RECOVERY (1953)
 JM0531
 JM0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 JM0531'RECOVERED.
 JM0531
 JM0531                          STATION RECOVERY (1954)
 JM0531
 JM0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (JCS)
 JM0531'RECOVERED AS DESCRIBED.  ALL
 JM0531'MARKS IN GOOD CONDITION.  A BETTER ROUTE IS BELIEVED TO BE AS FOLLOWS
 JM0531'
 JM0531'TO REACH FROM MONTICELLO, DRIVE N. ON U.S. HIGHWAY 160 FOR 14.5 MI.,
 JM0531'TURN LEFT PER SIGN ---HOME OF TRUTH--- AND GO 19.7 MI. TO RD. FORKS
 JM0531'AND SIGN ---GOOSEBERRY GUARD STATION 32--- ABOUT 0.3 MI. N. OF
 JM0531'DUGOUT RANCH, TAKE RIGHT FORK AND CONTINUE FOR 3.5 MI. TO RD. FORKS,
 JM0531'TAKE LEFT FORK 1.0 MI. TO POINT WHERE RD. ENTERS INDIAN CREEK,
 JM0531'PROCEED UP INDIAN CREEK FOR 1.0 MI. TO POINT WHERE RD. LEAVES CREEK,
 JM0531'CONTINUE ON RD. 0.6 MI. TO RD. FORKS, TAKE LEFT FORK 0.2 MI., TAKE
 JM0531'LEFT FORK FOR 0.3 MI., TAKE LEFT FORK 0.7 MI., TAKE LEFT FORK 0.2 MI.,
 JM0531'TAKE LEFT FORK FOR 0.7 MI., PASSING BETWEEN AN OUTLYING BUTTE AND THE
 JM0531'MAIN MESA TO POINT WHERE THE RD. CROSSES LAVENDER WASH.  (A FOUR-WHEEL
 JM0531'DRIVE VEHICLE IS REQUIRED BEYOND THIS POINT), TURN S. UP WASH BED
 JM0531'FOR 5.2 MI. TO CANYON FORKS AND LONE COTTONWOOD TREE.  (THE CANYON
 JM0531'WALLS BECOME QUITE SHEER FROM THIS POINT ON), TAKE RIGHT FORK OF
 JM0531'CANYON FOR 3.1 MI. TO A SMALL SAND SEEP BETWEEN COTTONWOODS AND ROCK
 JM0531'BLUFF AT NARROW SECTION OF THE WASH, PROCEED 750 FT. UP WASH TO SIDE
 JM0531'CANYON ON THE W. AND END OF RD.  PROCEED ON FOOT ABOUT 200 FT. UP
 JM0531'SIDE CANYON TO A DEEP TRIBUTARY DRAIN ON LEFT, GO UP THIS DRAIN 100
 JM0531'FT. TO ITS HEAD AT A SANDSTONE WALL.  THIS WALL CAN BE CLIMBED ON THE
 JM0531'W. EDGE OF THE DRAIN (A 30 FT. ROPE IS HELPFUL IN RAISING PACKS),
 JM0531'PROCEED SW. UP CREVICE THEN UP VERY STEEP SLICK SANDSTONE WATER COURSE
 JM0531'TO A LEDGE (SLIGHTLY OVERHUNG) AT THE BASE OF A SHEER SANDSTONE WALL,
 JM0531'CONTINUE SW. ALONG THIS LEDGE TO A POINT WHERE IT IS POSSIBLE TO
 JM0531'CLIMB TO THE MESA RIM CROSSING ONLY TWO DIFFICULT LEDGES, FROM THERE
 JM0531'PROCEED ABOUT 2 MI. ALONG MESA RIM BELOW THE N. OF TWO PROMINENT TOPS
 JM0531'ON THE MESA TO SADDLE CONNECTING THIS MESA WITH THE ONE TO THE N.,
 JM0531'CROSS THIS SADDLE AND PROCEED N. UP SLOPE TO S. POINT OF MESA.  (THE
 JM0531'15 FT. SHINARUMP WALL AT THE TOP IS BEST CLIMBED AT A POINT ABOUT
 JM0531'200 FT. NE. OF THE S. POINT OF THE MESA WHERE GOOD HANDHOLDS ARE
 JM0531'AVAILABLE), PROCEED NW. ACROSS THE TOP OF MESA TO WESTERNMOST POINT
 JM0531'OF RIM AND STATION.  ABOUT 2-1/2 HOUR BACK PACK.  (THERE IS NO WATER
 JM0531'BEYOND THE END OF RD.  THE LIGHT STAND IS ON A POINT ABOUT 100 YDS.
 JM0531'S. OF THE STATION AND IS BEING USED AS DISCOVERY MONUMENT.)
 JM0531
 JM0531                          STATION RECOVERY (1963)
 JM0531
 JM0531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JM0531'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 JM0531'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCES
 JM0531'AND DIRECTIONS TO THE REFERENCE MARKS CHECKED WITH THE PREVIOUS
 JM0531'MEASUREMENTS.  THE 1937 ROUTE TO THE STATION WAS NOT CHECKED.
 JM0531'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 JM0531'
 JM0531'THE STATION IS LOCATED ABOUT 22-1/2 MILES NORTHWEST OF MONTICELLO,
 JM0531'20 MILES WEST OF U.S. HIGHWAY 160, 19 MILES EAST OF THE
 JM0531'COLORADO RIVER, 9-1/2 MILES SOUTHWEST OF THE DUGOUT RANCH ON
 JM0531'THE WEST AND HIGHEST END OF CEDAR MESA.
 JM0531'
 JM0531'TO REACH THE STATION BY HELICOPTER FROM THE DUGOUT RANCH
 JM0531'FLY SOUTHWEST ON A TRUE COURSE OF 243 DEGREES FOR ABOUT
 JM0531'9-1/2 MILES TO THE WEST END OF THE MESA AND AND THE STATION.
 JM0531'LANDING WAS MADE IN AN OPEN SPOT JUST EAST OF THE STATION.
 JM0531'TO REACH THE AZIMUTH MARK FROM THE STATION PACK NORTH ALONG
 JM0531'THE WEST RIM OF THE MESA FOR 0.1 MILE TO THE MARK.
 JM0531'
 JM0531'THE STATION MARK IS A STANDARD DISK, STAMPED CEDAR MESA
 JM0531'1937, CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK 15
 JM0531'BY 30 FEET IN CROSS SECTION.  IT IS 14 FEET EAST OF THE WEST
 JM0531'RIM OF THE MESA.
 JM0531'
 JM0531'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CEDAR MESA NO
 JM0531'1 1937, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 JM0531'GROUND.  IT IS 42 FEET EAST OF THE WEST RIM OF THE MESA.
 JM0531'
 JM0531'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CEDAR MESA
 JM0531'NO 2 1937, CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 10
 JM0531'FEET EAST OF THE WEST RIM OF THE MESA.
 JM0531'
 JM0531'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CEDAR MESA
 JM0531'1937, CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK
 JM0531'ON THE WEST RIM OF THE MESA AND ABOUT 20 FEET LOWER THAN THE
 JM0531'STATION.  IT IS 4.0 FEET EAST OF THE WEST RIM AND 1.0 FEET
 JM0531'EAST OF A SMALL CAIRN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0791 ***********************************************************************
 HN0791  DESIGNATION -  CEDAR MOUNTAIN
 HN0791  PID         -  HN0791
 HN0791  STATE/COUNTY-  UT/KANE
 HN0791  COUNTRY     -  US
 HN0791  USGS QUAD   -  BIG WATER (2017)
 HN0791
 HN0791                         *CURRENT SURVEY CONTROL
 HN0791  ______________________________________________________________________
 HN0791* NAD 83(1994) POSITION- 37 00 23.26556(N) 111 41 44.62732(W)   ADJUSTED
 HN0791* NAVD 88 ORTHO HEIGHT -  1796.6   (meters)     5894.    (feet) VERTCON3
 HN0791  ______________________________________________________________________
 HN0791  GEOID HEIGHT    -        -23.151 (meters)                     GEOID18
 HN0791  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 HN0791  HORZ ORDER      -  FIRST
 HN0791
 HN0791.The horizontal coordinates were established by classical geodetic methods
 HN0791.and adjusted by the National Geodetic Survey in November 1997.
 HN0791
 HN0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0791
 HN0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0791.GEOID18 height accuracy estimate available here.
 HN0791
 HN0791.Click photographs - Photos may exist for this station.
 HN0791
 HN0791.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0791
 HN0791. The following values were computed from the NAD 83(1994) position.
 HN0791
 HN0791;                    North         East     Units Scale Factor Converg.
 HN0791;SPC UT S     - 3,037,730.280   482,578.506   MT  1.00004269   -0 07 11.7
 HN0791;SPC UT S     - 9,966,286.76  1,583,259.65   sFT  1.00004269   -0 07 11.7
 HN0791;UTM  12      - 4,095,815.502   438,101.514   MT  0.99964720   -0 25 07.6
 HN0791
 HN0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0791!SPC UT S     -   0.99972177  x   1.00004269  =   0.99976444
 HN0791!UTM  12      -   0.99972177  x   0.99964720  =   0.99936906
 HN0791
 HN0791:                Primary Azimuth Mark                     Grid Az
 HN0791:SPC UT S     -  WAHWEAP                                  093 32 13.5
 HN0791:UTM  12      -  WAHWEAP                                  093 50 09.4
 HN0791
 HN0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF3810195815(NAD 83)
 HN0791
 HN0791|---------------------------------------------------------------------|
 HN0791| PID    Reference Object                     Distance      Geod. Az  |
 HN0791|                                                           dddmmss.s |
 HN0791| GP0275 WAHWEAP                             APPROX.16.2 KM 0932501.8 |
 HN0791| HN0792 BOUNDARY MON 130 M AZ UT            APPROX. 0.6 KM 1653800.6 |
 HN0791| CH2888 CEDAR MOUNTAIN RM 2                  10.917 METERS 20330     |
 HN0791| CH2887 CEDAR MOUNTAIN RM 1                  15.392 METERS 32213     |
 HN0791|---------------------------------------------------------------------|
 HN0791
 HN0791                          SUPERSEDED SURVEY CONTROL
 HN0791
 HN0791  NAD 83(1992)-  37 00 23.26540(N)    111 41 44.62733(W) AD(       ) 1
 HN0791  NAD 83(1986)-  37 00 23.25969(N)    111 41 44.62440(W) AD(       ) 1
 HN0791  NAD 27      -  37 00 23.31334(N)    111 41 42.02623(W) AD(       ) 1
 HN0791  NGVD 29 (07/19/86) 1795.6    (m)         5891.     (f) VERT ANG       
 HN0791
 HN0791.Superseded values are not recommended for survey control.
 HN0791
 HN0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0791.See file dsdata.pdf to determine how the superseded data were derived.
 HN0791
 HN0791_MARKER: DS = TRIANGULATION STATION DISK
 HN0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0791_STAMPING: CEDAR MOUNTAIN 1934
 HN0791_MARK LOGO: CGS
 HN0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0791+STABILITY: SURFACE MOTION
 HN0791
 HN0791  HISTORY     - Date     Condition        Report By
 HN0791  HISTORY     - 1934     MONUMENTED       CGS
 HN0791  HISTORY     - 1954     GOOD             USGS
 HN0791  HISTORY     - 1963     GOOD             CGS
 HN0791  HISTORY     - 1972     GOOD             LAWPC
 HN0791  HISTORY     - 1972     GOOD             AZHD
 HN0791  HISTORY     - 1983     GOOD             AZDT
 HN0791
 HN0791                          STATION DESCRIPTION
 HN0791
 HN0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 HN0791'ABOUT 4 MILES SOUTHWEST OF WAHWEAP CREEK, 4 MILES NORTHEAST
 HN0791'OF PARIA CREEK, ON HIGHEST POINT OF LONG RIDGE KNOWN LOCALLY AS
 HN0791'CEDAR MOUNTAIN.  TO REACH FROM KANAB, FOLLOW JOHNSON ROAD
 HN0791'EAST 8.6 MILES.  TURN RIGHT AND GO 7.7 MILES.  TAKE LEFT FORK
 HN0791'WITH SIGN PAHREAH AND GO 12.8 MILES.  KEEP TO LEFT-HAND ROAD,
 HN0791'PASSING OLD CORRALS ON LEFT, AND GO 17.0 MILES TO PARIA RIVER
 HN0791'AND PAHREAH RANCH, NOW OWNED BY JAMES E. SMITH.  FROM RANCH,
 HN0791'STATION IS REACHED BY WAGON OR HORSEBACK ALONG ROAD DOWN PARIA
 HN0791'RIVER ABOUT 10 MILES, THENCE EASTWARD OVER SMALL RIDGE AND
 HN0791'ALONG WAGON TRACKS AROUND SOUTHERN END OF BLUE-GREY HILLS,
 HN0791'CONTINUING IN EASTERLY DIRECTION TO WAHWEAP CANYON,
 HN0791'APPROXIMATELY 20 MILES.  FOLLOW DOWN CANYON ABOUT 4 MILES,
 HN0791'PASSING COTTONWOOD SPRING, AND ON 6 MILES TO SMALL SPRING
 HN0791'ON LEFT AND RED SANDY RIDGE ON RIGHT.  TURN RIGHT, FOLLOWING
 HN0791'UP RED RIDGE, AND GO ACROSS COUNTRY IN WESTERLY DIRECTION TO
 HN0791'MOUNTAIN AND STATION, APPROXIMATELY 5 MILES, WITH NO TRAIL.
 HN0791'FROM PAHREAH RANCH TO STATION IS 2-DAY TRIP.  CAMP AT WHITE
 HN0791'ROCK SPRINGS (ALKALINE WATER), ABOUT 3 MILES WEST OF
 HN0791'WAHWEAP CANYON.  STATION MARK IS STANDARD DISK IN OUTCROPPING
 HN0791'BEDROCK.  REFERENCE MARKS ARE STANDARD DISKS IN
 HN0791'OUTCROPPING BEDROCK.  NO. 1 IS 15.385 METERS (50.48
 HN0791'FEET) NORTH FROM STATION.  NO. 2
 HN0791'IS 10.935 METERS (35.88 FEET) SOUTHWEST.
 HN0791'BEARING FROM STATION TO BONDARY MONUMENT NO. 130 (SEE
 HN0791'GEOGRAPHIC POSITION THEREOF) DISTANT 590.70 METERS (1,938.0
 HN0791'FEET), S 14 DEG 22 MIN E.  AND TO BOUNDARY MONUMENT NO.
 HN0791'140 (SEE GEOGRAPHIC POSITION THEREOF) S 88 DEG 08 MIN E.
 HN0791
 HN0791                          STATION RECOVERY (1954)
 HN0791
 HN0791'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 HN0791'RECOVERED IN GOOD CONDITION.
 HN0791
 HN0791                          STATION RECOVERY (1963)
 HN0791
 HN0791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0791'STATION AND REFERENCE MARK 1 AND 2 WERE RECOVERED AND FOUND IN
 HN0791'GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE DISTANCE AND
 HN0791'DIRECTION TO REFERENCE MARK 1 AND NOTED.  THE DIRECTION TO
 HN0791'REFERENCE MARK 2 CHECKED BUT A DIFFERENCE WAS FOUND IN THE
 HN0791'DISTANCE AND NOTED.
 HN0791'
 HN0791'A DESCRIPTION FOLLOWS.
 HN0791'
 HN0791'STATION IS ABOUT 15 MILES NORTHWEST OF PAGE, ARIZONA, ABOUT
 HN0791'0.35 MILE NORTH OF THE ARIZONA-UTAH STATE LINE AND IS ON THE
 HN0791'HIGHEST POINT OF A LONG BARE RIDGE KNOWN LOCALLY AS CEDAR
 HN0791'MOUNTAIN.
 HN0791'
 HN0791'TO REACH FROM THE AIRPORT IN PAGE, ARIZONA, FLY BY HELICOPTER
 HN0791'ON A COURSE OF *290 DEGREES FOR ABOUT 15 MILES TO THE HIGHEST
 HN0791'POINT OF THE LONG BARE RIDGE AND THE STATION.
 HN0791'
 HN0791'STATION IS A STANDARD DISK STAMPED CEDAR MT 1934, SET FLUSH IN A
 HN0791'DRILL HOLE IN OUTCROPPING BEDROCK, NEAR THE NORTHWEST END OF RIDGE
 HN0791'AND IS 13 FEET SOUTHEAST OF A ROCK CAIRN.
 HN0791'
 HN0791'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CEDAR MT NO 1 1934,
 HN0791'SET FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK, 39 FEET
 HN0791'NORTHWEST OF THE ROCK CAIRN AND IS ON THE NORTHWEST SLOPE OF THE
 HN0791'HILL ABOUT 4 FEET LOWER THAN THE STATION.
 HN0791'
 HN0791'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CEDAR MT NO 2 1934,
 HN0791'SET FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK, 40 FEET SOUTH
 HN0791'OF THE ROCK CAIRN AND IS ON THE SOUTH SLOPE OF THE HILL ABOUT 1
 HN0791'FOOT LOWER THAN THE STATION.
 HN0791'
 HN0791'*290 DEGREES TRUE.
 HN0791
 HN0791                          STATION RECOVERY (1972)
 HN0791
 HN0791'RECOVERY NOTE BY LA WTR AND PWR COMM 1972 (MSB)
 HN0791'CEDAR MTN-1934 - GOOD
 HN0791'
 HN0791'FOUND BY HELICOPTER.
 HN0791
 HN0791                          STATION RECOVERY (1972)
 HN0791
 HN0791'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 HN0791'A.  GENERAL LOCATION-ABOUT 4 MILES SW OF WAHWEAP CREEK AND
 HN0791'4 MILES NE OF PARIA CREEK (IN UTAH)
 HN0791'
 HN0791'B.  TO REACH-AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 HN0791'
 HN0791'C.  STATION MARK-STD USC AND GS BC SET IN BEDROCK STAMPED
 HN0791'CEDAR MT 1934
 HN0791'
 HN0791'D.  REFERENCE MARKS-STD USC AND GS BCS SET IN BEDROCK STAMPED
 HN0791'CEDAR MT NO 1 1934 AND CEDAR MT NO 2 1934
 HN0791'
 HN0791'E.  AZIMUTH MARK-NOT OBSERVED
 HN0791
 HN0791                          STATION RECOVERY (1983)
 HN0791
 HN0791'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1983 (GH)
 HN0791'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 HN0791'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR AND NOT RECOVERED.  DUE
 HN0791'TO BAD ROADS AND PROBLEMS WITH SAND A NEW ROUTE TO THE STATION
 HN0791'FOLLOWS.
 HN0791'
 HN0791'TO REACH THE STATION FROM PAGE TRAVEL NORTHWEST ALONG U.S. HIGHWAY 89
 HN0791'TO THE BRIDG AT GLEN CANYON DAM.  TRAVEL NORTHWEST ALONG U.S. 89 FOR
 HN0791'14.9 MILES TO MILEPOST 7.35 AND A DIRT ROAD ON THE LEFT AND THE LONE
 HN0791'ROCK SERVICE STATION ON THE RIGHT.  TURN LEFT FOR 2.0 MILES TO A GATE.
 HN0791'PASS THROUGH GATE AND TURN RIGHT ON MAIN TRAVELED ROAD FOR 0.95 MILE
 HN0791'TO A DIRT ROAD RIGHT, CONTINUE AHEAD FOR 0.15 MILE TO A CONCRETE WATER
 HN0791'TANK, CONTINUE AHEAD FOR 0.2 MILE TO A ROAD JUNCTION.  TURN RIGHT FOR
 HN0791'1.25 MILES TO A JUNCTION.  TURN LEFT FOR 2.0 MILES TO A WIRE GATE,
 HN0791'CONTINUE AHEAD FOR 0.2 MILE TO A JUNCTION.  TURN LEFT FOR 0.3 MILE TO
 HN0791'A ROAD ON THE LEFT.  CONTINUE AHEAD FOR 0.35 MILE TO A METAL WATER
 HN0791'TANK ON THE RIGHT.  TRAVEL AHEAD FOR 0.15 MILE TO A CATTLE GUARD-
 HN0791'CONTINUE AHEAD FOR 1.2 MILES TO A POWER LINE, CONTINUE AHEAD FOR
 HN0791'0.15 MILES TO A SECOND POWER LINE.  TURN RIGHT AND TRAVEL ALONG POWER
 HN0791'LINE 0.1 MILE TO TOP OF HILL.  TURN RIGHT AND TRAVEL 400 FEET TO THE
 HN0791'STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0498 ***********************************************************************
 LP0498  DESIGNATION -  CEDAR MTN ATT MICROWAVE
 LP0498  PID         -  LP0498
 LP0498  STATE/COUNTY-  UT/TOOELE
 LP0498  COUNTRY     -  US
 LP0498  USGS QUAD   -  LOW (2017)
 LP0498
 LP0498                         *CURRENT SURVEY CONTROL
 LP0498  ______________________________________________________________________
 LP0498* NAD 83(1994) POSITION- 40 47 58.46636(N) 112 53 18.88914(W)   ADJUSTED
 LP0498  ______________________________________________________________________
 LP0498  GEOID HEIGHT    -        -17.401 (meters)                     GEOID18
 LP0498  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 LP0498  HORZ ORDER      -  THIRD
 LP0498
 LP0498.The horizontal coordinates were established by classical geodetic methods
 LP0498.and adjusted by the National Geodetic Survey in November 1997.
 LP0498
 LP0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0498.GEOID18 height accuracy estimate available here.
 LP0498
 LP0498.Click photographs - Photos may exist for this station.
 LP0498
 LP0498.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0498
 LP0498. The following values were computed from the NAD 83(1994) position.
 LP0498
 LP0498;                    North         East     Units Scale Factor Converg.
 LP0498;SPC UT C     - 2,274,723.568   382,818.301   MT  1.00004066   -0 53 22.2
 LP0498;SPC UT C     - 7,462,988.91  1,255,963.04   sFT  1.00004066   -0 53 22.2
 LP0498;UTM  12      - 4,518,224.267   340,683.069   MT  0.99991242   -1 14 03.4
 LP0498
 LP0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL4068318224(NAD 83)
 LP0498
 LP0498                          SUPERSEDED SURVEY CONTROL
 LP0498
 LP0498  NAD 83(1986)-  40 47 58.45495(N)    112 53 18.87887(W) AD(       ) 3
 LP0498  NAD 27      -  40 47 58.69034(N)    112 53 15.97431(W) AD(       ) 3
 LP0498
 LP0498.Superseded values are not recommended for survey control.
 LP0498
 LP0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0498.See file dsdata.pdf to determine how the superseded data were derived.
 LP0498
 LP0498_MARKER: 45 = MICROWAVE TOWER
 LP0498
 LP0498  HISTORY     - Date     Condition        Report By
 LP0498  HISTORY     - 1974     FIRST OBSERVED   NGS
 LP0498
 LP0498                          STATION DESCRIPTION
 LP0498
 LP0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LP0498'THE POINT INTERSECTED WAS THE TOP CENTER OF THE CEDAR MOUNTAIN,
 LP0498'AMERICAN TELEPHONE AND TELEGRAPH COMPANY MICROWAVE, KOB 24, TOWER
 LP0498'THAT IS LOCATED ABOUT 28 MILES NORTHWEST OF GRANTSVILLE, 21 MILES
 LP0498'EASTNORTHEAST OF KNOLLS, 6 MILES WEST-NORTHWEST OF DELLE, 2 MILES
 LP0498'SOUTH OF INTERSTATE HIGHWAY 80 AND ON THE HIGHEST POINT IN THE
 LP0498'AREA.  THE TOWER IS A FOUR LEGGED STEEL STRUCTURE, PAINTED
 LP0498'ALUMINUM IN COLOR AND HAS A FAN SHAPED ANTENNA LOCATED NEAR THE
 LP0498'TOP AT EACH OF THE FOUR CORNERS.  IT HAS AN OVERALL HEIGHT OF
 LP0498'ABOUT 110 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0816 ***********************************************************************
 LO0816  DESIGNATION -  CEDAR POINT
 LO0816  PID         -  LO0816
 LO0816  STATE/COUNTY-  UT/UTAH
 LO0816  COUNTRY     -  US
 LO0816  USGS QUAD   -  JORDAN NARROWS (2017)
 LO0816
 LO0816                         *CURRENT SURVEY CONTROL
 LO0816  ______________________________________________________________________
 LO0816* NAD 83(1994) POSITION- 40 24 51.01281(N) 111 58 55.13531(W)   ADJUSTED
 LO0816* NAVD 88 ORTHO HEIGHT -  1965.5   (meters)     6448.    (feet) VERTCON3
 LO0816  ______________________________________________________________________
 LO0816  GEOID HEIGHT    -        -17.185 (meters)                     GEOID18
 LO0816  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 LO0816  HORZ ORDER      -  THIRD
 LO0816
 LO0816.The horizontal coordinates were established by classical geodetic methods
 LO0816.and adjusted by the National Geodetic Survey in November 1997.
 LO0816
 LO0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0816
 LO0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0816.GEOID18 height accuracy estimate available here.
 LO0816
 LO0816.Click photographs - Photos may exist for this station.
 LO0816
 LO0816.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0816
 LO0816. The following values were computed from the NAD 83(1994) position.
 LO0816
 LO0816;                    North         East     Units Scale Factor Converg.
 LO0816;SPC UT C     - 2,231,126.861   459,093.687   MT  0.99994986   -0 18 31.5
 LO0816;SPC UT C     - 7,319,955.38  1,506,209.87   sFT  0.99994986   -0 18 31.5
 LO0816;UTM  12      - 4,474,190.596   416,686.266   MT  0.99968544   -0 38 12.0
 LO0816
 LO0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0816!SPC UT C     -   0.99969447  x   0.99994986  =   0.99964434
 LO0816!UTM  12      -   0.99969447  x   0.99968544  =   0.99938000
 LO0816
 LO0816:                Primary Azimuth Mark                     Grid Az
 LO0816:SPC UT C     -  WILLIAMS                                 318 22 58.6
 LO0816:UTM  12      -  WILLIAMS                                 318 42 39.1
 LO0816
 LO0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1668674190(NAD 83)
 LO0816
 LO0816|---------------------------------------------------------------------|
 LO0816| PID    Reference Object                     Distance      Geod. Az  |
 LO0816|                                                           dddmmss.s |
 LO0816| LO0802 AMERICAN FORK SCHOOL CHIM           APPROX.16.0 KM 1010853.8 |
 LO0816| LO0803 LEHI LDS TEMPLE STEEPLE             APPROX.11.6 KM 1030728.6 |
 LO0816| LP0435 WILLIAMS                            APPROX. 3.1 KM 3180427.1 |
 LO0816|---------------------------------------------------------------------|
 LO0816
 LO0816                          SUPERSEDED SURVEY CONTROL
 LO0816
 LO0816  NAD 83(1993)-  40 24 51.01228(N)    111 58 55.13384(W) AD(       ) 3
 LO0816  NAD 83(1986)-  40 24 51.00186(N)    111 58 55.12952(W) AD(       ) 3
 LO0816  NAD 27      -  40 24 51.18650(N)    111 58 52.36724(W) AD(       ) 3
 LO0816  NGVD 29 (07/19/86) 1964.4    (m)         6445.     (f) VERT ANG       
 LO0816
 LO0816.Superseded values are not recommended for survey control.
 LO0816
 LO0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0816.See file dsdata.pdf to determine how the superseded data were derived.
 LO0816
 LO0816_STAMPING: CEDAR POINT 1955
 LO0816_MARK LOGO: USGS
 LO0816
 LO0816  HISTORY     - Date     Condition        Report By
 LO0816  HISTORY     - 1950     MONUMENTED       USGS
 LO0816  HISTORY     - 1950     GOOD             USGS
 LO0816  HISTORY     - 1955     GOOD             USGS
 LO0816  HISTORY     - 20191025 MARK NOT FOUND   INDIV
 LO0816
 LO0816                          STATION DESCRIPTION
 LO0816
 LO0816'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LO0816'STATION MARK--STANDARD TABLET SET IN SOLID ROCK.
 LO0816'
 LO0816'STATION MARK RECOVERED AS DESCRIBED ON HIGHEST
 LO0816'AND THIRD RISE FROM S. END OF RANGE.
 LO0816'
 LO0816'TO REACH FROM RAILROAD CROSSING AT LEHI, FOLLOW STATE HIGHWAY 68 FOR
 LO0816'3.5 MI. W. TO HIGHWAY 73 AND 68 INTERSECTION, CONTINUE 1.0 MI. W. ON
 LO0816'STATE HIGHWAY 73 TO RAILROAD CROSSING, TURN RIGHT (N.) 0.3 MI., TURN
 LO0816'LEFT (W.) 0.7 MI., TURN LEFT (W.) 0.4 MI. TO CROSSROADS, CONTINUE
 LO0816'AHEAD 0.7 MI. W. TO RD. FORKS, TURN LEFT (W.) 1.4 MI. TO RD. FORKS,
 LO0816'TURN SHARP RIGHT (NE.) AND FOLLOW DIM RD. 0.9 MI. UP SLOPE TO END OF
 LO0816'TRUCK TRAVEL.  FOLLOW JEEP TRACKS ABOUT 1 MI. E. AND SE. TO HIGHEST
 LO0816'POINT AND STATION.
 LO0816
 LO0816                          STATION RECOVERY (1955)
 LO0816
 LO0816'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LO0816'FOUND AS DESCRIBED, BUT TRUCK WITH 4-WHEEL DRIVE
 LO0816'CAN BE DRIVEN FROM EITHER SIDE TO STATION AND 2-WHEEL DRIVE CAN BE
 LO0816'DRIVEN TO STATION FROM E. SIDE.
 LO0816'
 LO0816'STATION MARK--STANDARD TABLET STAMPED ---CEDAR POINT 1955--- BY
 LO0816'USGS IN 1955.
 LO0816'
 LO0816'REFERENCE MARKS--NONE FOUND.
 LO0816
 LO0816                          STATION RECOVERY (2019)
 LO0816
 LO0816'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (BPM)
 LO0816'BENT 1 INCH T-BAR AT LOCATION WITHIN 1 FT (0.3 M) OF DATASHEET
 LO0816'POSITION.  ROCK OUTCROPPING SEVERELY WEATHERED AND DEGRADED.  NO
 LO0816'BRASS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0339 ***********************************************************************
 JN0339  DESIGNATION -  CEDAR RIDGE
 JN0339  PID         -  JN0339
 JN0339  STATE/COUNTY-  UT/EMERY
 JN0339  COUNTRY     -  US
 JN0339  USGS QUAD   -  SHORT CANYON (2017)
 JN0339
 JN0339                         *CURRENT SURVEY CONTROL
 JN0339  ______________________________________________________________________
 JN0339* NAD 83(1994) POSITION- 38 57 25.20518(N) 111 04 39.29673(W)   ADJUSTED
 JN0339* NAVD 88 ORTHO HEIGHT -  2039.8   (meters)     6692.    (feet) VERTCON3
 JN0339  ______________________________________________________________________
 JN0339  GEOID HEIGHT    -        -17.950 (meters)                     GEOID18
 JN0339  LAPLACE CORR    -         -5.91  (seconds)                    DEFLEC18
 JN0339  HORZ ORDER      -  THIRD
 JN0339
 JN0339.The horizontal coordinates were established by classical geodetic methods
 JN0339.and adjusted by the National Geodetic Survey in November 1997.
 JN0339
 JN0339.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0339
 JN0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0339.GEOID18 height accuracy estimate available here.
 JN0339
 JN0339.Click photographs - Photos may exist for this station.
 JN0339
 JN0339.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0339
 JN0339. The following values were computed from the NAD 83(1994) position.
 JN0339
 JN0339;                    North         East     Units Scale Factor Converg.
 JN0339;SPC UT C     - 2,069,327.174   536,615.075   MT  1.00001526   +0 16 14.1
 JN0339;SPC UT C     - 6,789,117.57  1,760,544.63   sFT  1.00001526   +0 16 14.1
 JN0339;UTM  12      - 4,312,007.866   493,277.937   MT  0.99960056   -0 02 55.6
 JN0339
 JN0339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0339!SPC UT C     -   0.99968288  x   1.00001526  =   0.99969814
 JN0339!UTM  12      -   0.99968288  x   0.99960056  =   0.99928357
 JN0339
 JN0339:                Primary Azimuth Mark                     Grid Az
 JN0339:SPC UT C     -  SALT                                     114 14 26.2
 JN0339:UTM  12      -  SALT                                     114 33 35.9
 JN0339
 JN0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ9327712007(NAD 83)
 JN0339
 JN0339|---------------------------------------------------------------------|
 JN0339| PID    Reference Object                     Distance      Geod. Az  |
 JN0339|                                                           dddmmss.s |
 JN0339| JN0498 SALT                                APPROX. 7.4 KM 1143040.3 |
 JN0339|---------------------------------------------------------------------|
 JN0339
 JN0339                          SUPERSEDED SURVEY CONTROL
 JN0339
 JN0339  NAD 83(1986)-  38 57 25.19628(N)    111 04 39.29090(W) AD(       ) 3
 JN0339  NAD 27      -  38 57 25.28680(N)    111 04 36.68553(W) AD(       ) 3
 JN0339  NGVD 29 (07/19/86) 2038.6    (m)         6688.     (f) VERT ANG       
 JN0339
 JN0339.Superseded values are not recommended for survey control.
 JN0339
 JN0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0339.See file dsdata.pdf to determine how the superseded data were derived.
 JN0339
 JN0339_MARKER: DD = SURVEY DISK
 JN0339_SETTING: 0 = UNSPECIFIED SETTING
 JN0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0339
 JN0339  HISTORY     - Date     Condition        Report By
 JN0339  HISTORY     - 1952     MONUMENTED       USGS
 JN0339
 JN0339                          STATION DESCRIPTION
 JN0339
 JN0339'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0339'LOCATED ABOUT 25.0 MI. NW. OF SAN RAFAEL KNOB AND 10 MI. SE. OF
 JN0339'FERRON, ON PROMINIENT RIDGE, ON HIGHEST POINT N. OF DRY WASH OF
 JN0339'PROMINIENT N-S. RIDGE E. OF UTAH HIGHWAY 10.  STATION IS LOCATED ON
 JN0339'ONE OF SERIES OF JAGGED OVERHANGING BLOCKS OF SANDSTONE AND IS 4 FT.
 JN0339'W. OF SHEER CLIFF AND 15 FT. S. OF ANOTHER SHEER CLIFF.
 JN0339'
 JN0339'STATION REACHED BY HELICOPTER.
 JN0339'
 JN0339'STATION MARK - STANDARD TABLET STAMPED ---CEDAR RIDGE 1952---
 JN0339'CEMENTED IN DRILL HOLE IN BLOCK OF SANDSTONE.
 JN0339'
 JN0339'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 JN0339'--- 1-1952--- CEMENTED IN DRILL HOLE IN BLOCK OF SANDSTONE 11.29 FT.
 JN0339'FROM STATION MARK, N 86 DEG 10 MIN W.
 JN0339'
 JN0339'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED
 JN0339'---2-1952--- CEMENTED IN DRILL HOLE IN BLOCK OF SANDSTONE 11.83 FT.
 JN0339'FROM STATION MARK, N 24 DEG 02 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1092 ***********************************************************************
 LO1092  DESIGNATION -  CEDAR RIM
 LO1092  PID         -  LO1092
 LO1092  STATE/COUNTY-  UT/DUCHESNE
 LO1092  COUNTRY     -  US
 LO1092  USGS QUAD   -  STRAWBERRY PINNACLES (2017)
 LO1092
 LO1092                         *CURRENT SURVEY CONTROL
 LO1092  ______________________________________________________________________
 LO1092* NAD 83(1994) POSITION- 40 09 36.45752(N) 110 43 48.67524(W)   ADJUSTED
 LO1092* NAVD 88 ORTHO HEIGHT -  2351.7   (meters)     7716.    (feet) VERTCON3
 LO1092  ______________________________________________________________________
 LO1092  GEOID HEIGHT    -        -16.343 (meters)                     GEOID18
 LO1092  LAPLACE CORR    -         -0.00  (seconds)                    DEFLEC18
 LO1092  HORZ ORDER      -  FIRST
 LO1092
 LO1092.The horizontal coordinates were established by classical geodetic methods
 LO1092.and adjusted by the National Geodetic Survey in November 1997.
 LO1092
 LO1092.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1092
 LO1092.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1092.GEOID18 height accuracy estimate available here.
 LO1092
 LO1092.Click photographs - Photos may exist for this station.
 LO1092
 LO1092.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1092
 LO1092. The following values were computed from the NAD 83(1994) position.
 LO1092
 LO1092;                    North         East     Units Scale Factor Converg.
 LO1092;SPC UT C     - 2,203,091.812   565,577.052   MT  0.99991488   +0 29 35.3
 LO1092;SPC UT C     - 7,227,977.05  1,855,564.04   sFT  0.99991488   +0 29 35.3
 LO1092;UTM  12      - 4,445,564.897   522,977.236   MT  0.99960650   +0 10 26.4
 LO1092
 LO1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1092!SPC UT C     -   0.99963377  x   0.99991488  =   0.99954868
 LO1092!UTM  12      -   0.99963377  x   0.99960650  =   0.99924041
 LO1092
 LO1092:                Primary Azimuth Mark                     Grid Az
 LO1092:SPC UT C     -  CEDAR RIM AZ MK                          339 04 23.3
 LO1092:UTM  12      -  CEDAR RIM AZ MK                          339 23 32.2
 LO1092
 LO1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK2297745564(NAD 83)
 LO1092
 LO1092|---------------------------------------------------------------------|
 LO1092| PID    Reference Object                     Distance      Geod. Az  |
 LO1092|                                                           dddmmss.s |
 LO1092| CP4669 CEDAR RIM RM 1                       10.839 METERS 02122     |
 LO1092| CP4670 CEDAR RIM RM 2                        9.413 METERS 10437     |
 LO1092| CP4668 CEDAR RIM AZ MK                                    3393358.6 |
 LO1092|---------------------------------------------------------------------|
 LO1092
 LO1092                          SUPERSEDED SURVEY CONTROL
 LO1092
 LO1092  NAD 83(1993)-  40 09 36.45751(N)    110 43 48.67409(W) AD(       ) 1
 LO1092  NAD 83(1986)-  40 09 36.44171(N)    110 43 48.66807(W) AD(       ) 1
 LO1092  NAD 27      -  40 09 36.60100(N)    110 43 46.10000(W) AD(       ) 1
 LO1092  NGVD 29 (07/19/86) 2350.4    (m)         7711.     (f) VERT ANG       
 LO1092
 LO1092.Superseded values are not recommended for survey control.
 LO1092
 LO1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1092.See file dsdata.pdf to determine how the superseded data were derived.
 LO1092
 LO1092_MARKER: DS = TRIANGULATION STATION DISK
 LO1092_SETTING: 80 = SET IN A BOULDER
 LO1092_STAMPING: CEDAR RIM 1936
 LO1092_MARK LOGO: CGS
 LO1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1092+STABILITY: SURFACE MOTION
 LO1092
 LO1092  HISTORY     - Date     Condition        Report By
 LO1092  HISTORY     - 1936     MONUMENTED       CGS
 LO1092  HISTORY     - 1946     GOOD             CGS
 LO1092  HISTORY     - 1959     GOOD             USGS
 LO1092
 LO1092                          STATION DESCRIPTION
 LO1092
 LO1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 LO1092'ABOUT 14 MILES (AIR LINE) WEST OF DUCHESNE, 11 MILES (AIR LINE)
 LO1092'EAST OF FRUITLAND, 2 MILES SOUTH OF U.S. HIGHWAY 40, ON WEST
 LO1092'END OF EAST-AND-WEST RIDGE, 150 FEET FROM ITS WESTERN EDGE,
 LO1092'AND 39 FEET FROM ITS SOUTHERN EDGE.  RIDGE IS SPARSELY COVERED
 LO1092'WITH SCRUB PINE AND CEDAR TREES, IS RATHER OPEN ON NORTH SIDE,
 LO1092'AND SLOPES OFF GENTLY TO NORTH AND EAST AND ABRUPTLY TO SOUTH
 LO1092'AND WEST.  TO REACH FROM DUCHESNE POST OFFICE, GO WEST 17.1
 LO1092'MILES ON U.S. HIGHWAY 40 TO SIDE ROAD SOUTH (THIS ROAD IS 35
 LO1092'PACES WEST OF BENCH MARK K53-1934).  TURN SOUTH (LEFT) ONTO
 LO1092'THIS ROAD AND GO 0.15 MILE.  TAKE RIGHT FORK AND GO 0.2
 LO1092'MILE.  TAKE LEFT FORK AND GO 0.55 MILE.  TAKE LEFT FORK AND
 LO1092'GO 0.6 MILE TO END OF TRUCK TRAVEL.  CONTINUE ON FOOT IN
 LO1092'SOUTHWESTERLY DIRECTION TOWARDS HIGHEST POINT OF RIDGE AND
 LO1092'STATION ON SOUTHWEST POINT.  PACK IS NOT VERY STEEP AND REQUIRES
 LO1092'ABOUT 1-1/2 HOURS.  MARKED BY STANDARD STATION DISK IN BOULDER
 LO1092'FLUSH WITH GROUND.  REFERENCE MARKS ARE STANDARD
 LO1092'REFERENCE DISKS IN BOULDERS.  NO. 1 IS FLUSH
 LO1092'WITH GROUND, AND 10.842 METERS (35.57 FEET) NORTH OF
 LO1092'STATION.  NO. 2 IS IN BOULDER
 LO1092'PROJECTING 4 INCHES ABOVE GROUND, AND 9.420 METERS
 LO1092'(30.91 FEET) EAST OF STATION.
 LO1092'DISTANCE BETWEEN REFERENCE MARKS IS 44.28 FEET.  STATION
 LO1092'WATER IS
 LO1092'VISIBLE FROM GROUND.
 LO1092
 LO1092                          STATION RECOVERY (1946)
 LO1092
 LO1092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1092'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 LO1092'AS DESCRIBED AND A NEW AZIMUTH MARK WAS ESTABLISHED.  THE STATION
 LO1092'IS LOCATED ON THE WEST END OF A EAST-WEST RIDGE WHICH IS
 LO1092'PARTIALLY COVERED WITH SCRUB PINE AND CEDAR TREES.  IT IS OPEN
 LO1092'TO THE NORTH WITH A GRADUAL SLOPE BUT DROPS OFF ABRUPTLY TO
 LO1092'THE SOUTH AND WEST.  IT IS ABOUT 14 MILES AIRLINE WEST OF
 LO1092'DUCHESNE, ABOUT 7.5 MILES AIRLINE SOUTHEAST OF FRUITLAND, ABOUT
 LO1092'2 MILES AIRLINE SOUTH OF U.S. HIGHWAY 40.  IT IS 150 FEET EAST
 LO1092'OF THE WESTERN RIM, 39 FEET NORTH OF THE SOUTHERN RIM, SET IN
 LO1092'OUTCROPPING BEDROCK FLUSH WITH GROUND AND IS STAMPED.  CEDAR
 LO1092'RIM 1936.
 LO1092'
 LO1092'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF AND APPROXIMATELY
 LO1092'SAME ELEVATION AS STATION, SET IN A BOULDER FLUSH WITH GROUND
 LO1092'AND IS STAMPED.  CEDAR RIM NO 1 1936.
 LO1092'
 LO1092'REFERENCE MARK NO. 2 IS EAST-SOUTHEAST OF AND SAME ELEVATION
 LO1092'AS STATION, 12 PACES NORTH OF SOUTH RIM, SET IN A BOULDER WHICH
 LO1092'PROJECTS 4 INCHES AND IS STAMPED.  CEDAR RIM NO 2 1936.
 LO1092'
 LO1092'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTH-NORTHWEST OF
 LO1092'STATION ON A NORTHWEST-SOUTHEAST RIDGE AT THE POINT WHERE RIDGE
 LO1092'BEGINS TO SLOPE TO THE NORTHWEST AND FLATTEN OUT TO THE
 LO1092'SOUTHEAST, 10 FEET WEST OF A 12 INCH PINE TREE WITH TRIANGLE
 LO1092'BLAZE, SET IN OUTCROPPING BEDROCK FLUSH WITH GROUND AND IS
 LO1092'STAMPED.  CEDAR RIM 1946.
 LO1092'
 LO1092'TO REACH FROM DUCHESNE.  GO WEST ON U.S. HIGHWAY 40 FOR 18.15
 LO1092'MILES TO A SIDE ROAD LEFT.  TURN LEFT (S) AND FOLLOW A WELL
 LO1092'TRAVELED TRACK ROAD FOR 2.8 MILES TO AN OLD CAMP SITE AND FORK.
 LO1092'TAKE RIGHT ROAD AND GO 0.75 MILE TO FORK AND BLAZE ON A SMALL
 LO1092'PINE TREE.  TAKE LEFT ROAD AND FOLLOW DIM TRACKS FOR 0.65
 LO1092'MILE TO TOP OF RIM AND STATION SITE AS DESCRIBED ABOVE.  A
 LO1092'DRIVE STATION.
 LO1092'
 LO1092'OBSERVATIONS MADE FROM A 1.2 METER TRIPOD.
 LO1092
 LO1092                          STATION RECOVERY (1959)
 LO1092
 LO1092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LO1092'RECOVERED.
 LO1092'
 LO1092'STATION MARK--STANDARD DISK, STAMPED ---CEDAR RIM 1936---, SET IN
 LO1092'OUTCROPPING BEDROCK FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0727 ***********************************************************************
 MR0727  DESIGNATION -  CEMETERY
 MR0727  PID         -  MR0727
 MR0727  STATE/COUNTY-  UT/CACHE
 MR0727  COUNTRY     -  US
 MR0727  USGS QUAD   -  LOGAN (2017)
 MR0727
 MR0727                         *CURRENT SURVEY CONTROL
 MR0727  ______________________________________________________________________
 MR0727* NAD 83(1994) POSITION- 41 44 56.95339(N) 111 48 40.34350(W)   ADJUSTED
 MR0727* NAVD 88 ORTHO HEIGHT -  1453.0   (meters)     4767.    (feet) VERTCON3
 MR0727  ______________________________________________________________________
 MR0727  GEOID HEIGHT    -        -15.421 (meters)                     GEOID18
 MR0727  LAPLACE CORR    -         12.15  (seconds)                    DEFLEC18
 MR0727  HORZ ORDER      -  SECOND
 MR0727
 MR0727.The horizontal coordinates were established by classical geodetic methods
 MR0727.and adjusted by the National Geodetic Survey in November 1997.
 MR0727
 MR0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0727
 MR0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0727.GEOID18 height accuracy estimate available here.
 MR0727
 MR0727.Click photographs - Photos may exist for this station.
 MR0727
 MR0727.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0727
 MR0727. The following values were computed from the NAD 83(1994) position.
 MR0727
 MR0727;                    North         East     Units Scale Factor Converg.
 MR0727;SPC UT N     - 1,157,278.110   474,115.481   MT  0.99999463   -0 12 18.7
 MR0727;SPC UT N     - 3,796,836.60  1,555,493.87   sFT  0.99999463   -0 12 18.7
 MR0727;UTM  12      - 4,622,243.595   432,554.340   MT  0.99965598   -0 32 24.6
 MR0727
 MR0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0727!SPC UT N     -   0.99977458  x   0.99999463  =   0.99976921
 MR0727!UTM  12      -   0.99977458  x   0.99965598  =   0.99943063
 MR0727
 MR0727:                Primary Azimuth Mark                     Grid Az
 MR0727:SPC UT N     -  LOGAN MUN AIRPORT BEACON                 316 02 32.6
 MR0727:UTM  12      -  LOGAN MUN AIRPORT BEACON                 316 22 38.5
 MR0727
 MR0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM3255422243(NAD 83)
 MR0727
 MR0727|---------------------------------------------------------------------|
 MR0727| PID    Reference Object                     Distance      Geod. Az  |
 MR0727|                                                           dddmmss.s |
 MR0727| MR0724 UC 129                               81.306 METERS 18123     |
 MR0727| CM5295 CEMETERY RM 1                        18.705 METERS 26801     |
 MR0727| MR0736 LOGAN MUN AIRPORT BEACON            APPROX. 5.2 KM 3155013.9 |
 MR0727|---------------------------------------------------------------------|
 MR0727
 MR0727                          SUPERSEDED SURVEY CONTROL
 MR0727
 MR0727  NAD 83(1993)-  41 44 56.94998(N)    111 48 40.34183(W) AD(       ) 2
 MR0727  NAD 83(1986)-  41 44 56.94353(N)    111 48 40.32865(W) AD(       ) 2
 MR0727  NAD 27      -  41 44 57.19420(N)    111 48 37.53400(W) AD(       ) 2
 MR0727  NGVD 29 (07/19/86) 1451.9    (m)         4763.     (f) VERT ANG       
 MR0727
 MR0727.Superseded values are not recommended for survey control.
 MR0727
 MR0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0727.See file dsdata.pdf to determine how the superseded data were derived.
 MR0727
 MR0727_MARKER: DS = TRIANGULATION STATION DISK
 MR0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0727
 MR0727  HISTORY     - Date     Condition        Report By
 MR0727  HISTORY     - 1963     MONUMENTED       CGS
 MR0727  HISTORY     - 1973     GOOD             LOCENG
 MR0727  HISTORY     - 1977     MARK NOT FOUND   NGS
 MR0727
 MR0727                          STATION DESCRIPTION
 MR0727
 MR0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MR0727'THE STATION IS LOCATED IN THE EAST PART OF LOGAN AND AT THE
 MR0727'WEST SIDE OF THE LOGAN CEMETERY.
 MR0727'
 MR0727'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 91 AND
 MR0727'89 IN LOGAN, GO NORTH ON HIGHWAY 91 FOR 0.8 MILE TO 1000 NORTH
 MR0727'STREET.  TURN RIGHT AND GO EAST ON 1000 NORTH STREET FOR 1.3
 MR0727'MILE TO A SIDE STREET ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR
 MR0727'0.1 MILE TO THE STATION ON THE LEFT.
 MR0727'
 MR0727'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 MR0727'CONCRETE POST 15 INCHES IN DIAMETER AND FLUSH WITH THE
 MR0727'GROUND.  THE DISK IS STAMPED CEMETERY 1963.  IT IS 26.9 FEET
 MR0727'EAST OF THE CENTERLINE OF THE PAVED STREET, 65.9 FEET NORTH OF
 MR0727'THE CENTERLINE OF THE ENTRANCE ROAD TO THE CEMETERY AND 2.7
 MR0727'FEET WEST OF THE WEST CEMETERY FENCE.
 MR0727'
 MR0727'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CEMETERY NO 1 1963,
 MR0727'SET IN THE TOP OF A CONCRETE POST 18 INCHES IN DIAMETER AND
 MR0727'FLUSH WITH THE GROUND.  IT IS 36.0 FEET WEST OF THE CENTERLINE
 MR0727'OF THE PAVED STREET AND 8.4 FEET EAST OF A BOARD FENCE AND
 MR0727'ABOUT 1 FOOT LOWER THAN THE STATION.
 MR0727'
 MR0727'U C 129 (UTAH GEOD. S.) IS A BRONZE COAST AND GEODETIC SURVEY
 MR0727'AND STATE SURVEY DISK, NOT STAMPED, SET IN THE TOP OF A CONE
 MR0727'SHAPED CONCRETE MONUMENT THAT IS 8 INCHES IN DIAMETER AT THE
 MR0727'TOP AND 18 INCHES IN DIAMETER AT THE BASE AND ABOUT 2 FEET
 MR0727'HIGH.  IT IS 24.4 FEET EAST OF THE CENTERLINE OF THE PAVED
 MR0727'STREET AND 2.8 FEET WEST OF THE CEMETERY FENCE.
 MR0727
 MR0727                          STATION RECOVERY (1973)
 MR0727
 MR0727'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (JA)
 MR0727'RECOVERED BY VALLEY ENGINEERING
 MR0727'
 MR0727'CEMETARY 1963-EXCELLENT
 MR0727'
 MR0727'BOTH REFERENCE MARKS FOUND IN GOOD CONDITION, ONE OF WHICH IS
 MR0727'U.C. 129.
 MR0727
 MR0727                          STATION RECOVERY (1977)
 MR0727
 MR0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TGR)
 MR0727'SEARCHED FOR.  NOT FOUND.
 MR0727'
 MR0727'THERE IS A NEW FENCE AND PARKING LOT IN THE AREA.
 MR0727'
 MR0727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MR0727'AT LOGAN, UTAH STATE UNIVERSITY CAMPUS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0465 ***********************************************************************
 KO0465  DESIGNATION -  CENTER
 KO0465  PID         -  KO0465
 KO0465  STATE/COUNTY-  UT/MILLARD
 KO0465  COUNTRY     -  US
 KO0465  USGS QUAD   -  THOMPSON KNOLL (2017)
 KO0465
 KO0465                         *CURRENT SURVEY CONTROL
 KO0465  ______________________________________________________________________
 KO0465* NAD 83(1994) POSITION- 39 01 12.85636(N) 113 39 05.23710(W)   ADJUSTED
 KO0465* NAVD 88 ORTHO HEIGHT -  2336.7   (meters)     7666.    (feet) VERTCON3
 KO0465  ______________________________________________________________________
 KO0465  GEOID HEIGHT    -        -20.104 (meters)                     GEOID18
 KO0465  LAPLACE CORR    -          8.72  (seconds)                    DEFLEC18
 KO0465  HORZ ORDER      -  FIRST
 KO0465
 KO0465.The horizontal coordinates were established by classical geodetic methods
 KO0465.and adjusted by the National Geodetic Survey in November 1997.
 KO0465
 KO0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0465
 KO0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0465.GEOID18 height accuracy estimate available here.
 KO0465
 KO0465.Click photographs - Photos may exist for this station.
 KO0465
 KO0465.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0465
 KO0465. The following values were computed from the NAD 83(1994) position.
 KO0465
 KO0465;                    North         East     Units Scale Factor Converg.
 KO0465;SPC UT C     - 2,078,501.702   313,698.446   MT  0.99999912   -1 22 41.4
 KO0465;SPC UT C     - 6,819,217.67  1,029,192.32   sFT  0.99999912   -1 22 41.4
 KO0465;UTM  12      - 4,322,367.703   270,454.147   MT  1.00024886   -1 40 12.3
 KO0465
 KO0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0465!SPC UT C     -   0.99963666  x   0.99999912  =   0.99963578
 KO0465!UTM  12      -   0.99963666  x   1.00024886  =   0.99988543
 KO0465
 KO0465:                Primary Azimuth Mark                     Grid Az
 KO0465:SPC UT C     -  T21S R16W SECS 9 10 1/4 COR              148 46 09.3
 KO0465:UTM  12      -  T21S R16W SECS 9 10 1/4 COR              149 03 40.2
 KO0465
 KO0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ7045422367(NAD 83)
 KO0465
 KO0465|---------------------------------------------------------------------|
 KO0465| PID    Reference Object                     Distance      Geod. Az  |
 KO0465|                                                           dddmmss.s |
 KO0465| CM5296 CENTER RM 1                           4.007 METERS 14157     |
 KO0465| CM6560 T21S R16W SECS 9 10 1/4 COR                        1472327.9 |
 KO0465| CM5297 CENTER RM 2                           7.215 METERS 22655     |
 KO0465|---------------------------------------------------------------------|
 KO0465
 KO0465                          SUPERSEDED SURVEY CONTROL
 KO0465
 KO0465  NAD 83(1986)-  39 01 12.85213(N)    113 39 05.23652(W) AD(       ) 1
 KO0465  NAD 27      -  39 01 13.03190(N)    113 39 02.31290(W) AD(       ) 1
 KO0465  NGVD 29 (07/19/86) 2335.5    (m)         7662.     (f) VERT ANG       
 KO0465
 KO0465.Superseded values are not recommended for survey control.
 KO0465
 KO0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0465.See file dsdata.pdf to determine how the superseded data were derived.
 KO0465
 KO0465_MARKER: DS = TRIANGULATION STATION DISK
 KO0465_SETTING: 66 = SET IN ROCK OUTCROP
 KO0465_STAMPING: CENTER 1957
 KO0465_MARK LOGO: CGS
 KO0465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0465+STABILITY: POSITION/ELEVATION WELL
 KO0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0465+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2021
 KO0465
 KO0465  HISTORY     - Date     Condition        Report By
 KO0465  HISTORY     - 1957     MONUMENTED       CGS
 KO0465  HISTORY     - 1958     GOOD             USGS
 KO0465  HISTORY     - 20211113 GOOD             INDIV
 KO0465
 KO0465                          STATION DESCRIPTION
 KO0465
 KO0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0465'STATION IS LOCATED, AIRLINE, ABOUT 26 MILES EAST OF BAKER,
 KO0465'NEVADA, 22 MILES EAST NORTHEAST OF GARRISON, NEVADA, 4 MILES
 KO0465'SOUTH OF U.S. HIGHWAY 6 AND ON THE MIDDLE ONE OF THREE POINTS
 KO0465'OF A RIDGE THAT EXTENDS SOUTH FROM THE CONFUSION RANGE AND
 KO0465'OVERLOOKS THE VALLEY TO THE SOUTH.
 KO0465'
 KO0465'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 KO0465'BAKER, NEVADA, GO NORTHWEST FOR 4.7 MILES TO A FORK.  TAKE
 KO0465'THE RIGHT FORK, EAST, ON U.S. HIGHWAY 6, AND GO 22.4 MILES
 KO0465'TO A DIRT CROSSROAD AND STATION CROSS ON THE LEFT.  TURN RIGHT,
 KO0465'SOUTHERLY, AND GO 5.6 MILES TO A SIDE ROAD ON THE LEFT.  TURN
 KO0465'LEFT AND GO 2.4 MILES, CROSSING A SMALL EARTH DAM, TO A TRACK
 KO0465'ROAD ON THE LEFT JUST BEFORE CROSSING A WASH.  TURN LEFT,
 KO0465'NORTH, AND GO 1.4 MILES TO A FORK.  TAKE THE RIGHT FORK,
 KO0465'NORTHEAST, AND GO 1.1 MILES TO A FORK.  TAKE THE RIGHT
 KO0465'FORK, EASTERLY, AND GO 1.9 MILES TO A FORK.  TAKE THE LEFT
 KO0465'FORK AND GO 1.7 MILES TO A SANDY WASH.  TURN LEFT,
 KO0465'NORTHWEST, UP THE WASH AND GO 0.2 MILE TO THE U.S. GLO
 KO0465'MARK ON THE RIGHT BY AN 18 INCH CAIRN.  CONTINUE UP THE
 KO0465'WASH ON A DIM TRACK ROAD, KEEPING IN THE LEFT FORK OF THE
 KO0465'CANYON, AND GO ABOUT 0.3 MILE TO THE END OF TRUCK TRAVEL.
 KO0465'FROM HERE PACK UP THE WASH, BEARING TO THE LEFT AND THEN TO
 KO0465'THE RIGHT, TO THE JUNCTION OF THREE WASHES.  TAKE THE MIDDLE
 KO0465'ONE, NORTHWEST, AND GO TO THE LEFT BASE OF A HIGH, ROCKY
 KO0465'LEDGE, THEN AROUND THE LEFT SIDE OF THE LEDGE TO THE
 KO0465'HIGHEST POINT TO THE NORTHWEST AND THE STATION.  THE
 KO0465'STATION CANNOT BE SEEN UNTILL YOU PASS AROUND THE HIGH, ROCKY
 KO0465'LEDGE.  TIME OF PACK--1-1/4 HOURS.
 KO0465'
 KO0465'STATION MARK, STAMPED CENTER 1957, IS A STANDARD DISK CEMENTED
 KO0465'IN A DRILL HOLE IN A LARGE OUTCROP AND PROJECTS 1 FOOT FROM
 KO0465'THE MAIN OUTCROP.  THE OUTCROP IS THE HIGHEST POINT OF THE
 KO0465'HILL AND IS ABOUT 15 BY 8 FEET AND PROJECTS 4 FEET.  THE MARK
 KO0465'WAS SET IN THE CENTER OF A CROSS CHISELED IN THE ROCK WHICH
 KO0465'WAS UNDER A LARGE CAIRN WITH A POLE TARGET IN THE CENTER.
 KO0465'
 KO0465'REFERENCE MARK NUMBER 1, STAMPED CENTER NO 1 1957, IS A STANDARD
 KO0465'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 KO0465'PROJECTS 2 FEET ON THE SOUTH SIDE AND IS ABOUT 5 FEET LOWER
 KO0465'THAN THE STATION.  IT IS 1 FOOT NORTH OF THE SOUTH EDGE OF
 KO0465'THE NEXT LOWER BENCH OF THE LARGE OUTCROP.
 KO0465'
 KO0465'REFERENCE MARK NUMBER 2, STAMPED CENTER NO 2 1957, IS A STANDARD
 KO0465'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 KO0465'2 FEET ON THE SOUTH SIDE AND IS ABOUT 5 FEET LOWER THAN THE
 KO0465'STATION.  IT IS 8 INCHES NORTH OF THE SOUTH EDGE OF THE NEXT
 KO0465'LOWER BENCH OF THE LARGE OUTCROP.
 KO0465'
 KO0465'U.S. GLO S9 S10 MARK, USED FOR THE AZIMUTH MARK, IS A COPPER
 KO0465'CAP PINNED ON TOP OF A 1 INCH IRON PIPE THAT PROJECTS 12 INCHES.
 KO0465'IT IS STAMPED S9 S10 09, AND IS IN ABOUT THE MIDDLE OF A SHALLOW
 KO0465'WASH 2 FEET EAST OF A 1-1/2 FOOT CAIRN.
 KO0465'
 KO0465'HEIGHT OF LIGHT ABOVE STATION MARK 1.58 METERS.
 KO0465
 KO0465                          STATION RECOVERY (1958)
 KO0465
 KO0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 KO0465'RECOVERED IN GOOD CONDITION.
 KO0465'
 KO0465'STATION MARK--STANDARD DISK, STAMPED ---CENTER 1957---, CEMENTED IN
 KO0465'A DRILL HOLE IN A LARGE OUTCROP AND PROJECTS 1 FT. FROM THE MAIN
 KO0465'OUTCROP.
 KO0465
 KO0465                          STATION RECOVERY (2021)
 KO0465
 KO0465'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 KO0465'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0446 ***********************************************************************
 LP0446  DESIGNATION -  CENTER
 LP0446  PID         -  LP0446
 LP0446  STATE/COUNTY-  UT/TOOELE
 LP0446  COUNTRY     -  US
 LP0446  USGS QUAD   -  FAUST (2017)
 LP0446
 LP0446                         *CURRENT SURVEY CONTROL
 LP0446  ______________________________________________________________________
 LP0446* NAD 83(1994) POSITION- 40 07 38.06244(N) 112 22 53.21091(W)   ADJUSTED
 LP0446* NAVD 88 ORTHO HEIGHT -  1903.5   (meters)     6245.    (feet) VERTCON3
 LP0446  ______________________________________________________________________
 LP0446  GEOID HEIGHT    -        -17.760 (meters)                     GEOID18
 LP0446  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 LP0446  HORZ ORDER      -  THIRD
 LP0446
 LP0446.The horizontal coordinates were established by classical geodetic methods
 LP0446.and adjusted by the National Geodetic Survey in November 1997.
 LP0446
 LP0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0446
 LP0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0446.GEOID18 height accuracy estimate available here.
 LP0446
 LP0446.Click photographs - Photos may exist for this station.
 LP0446
 LP0446.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0446
 LP0446. The following values were computed from the NAD 83(1994) position.
 LP0446
 LP0446;                    North         East     Units Scale Factor Converg.
 LP0446;SPC UT C     - 2,199,528.342   424,877.538   MT  0.99991180   -0 33 52.7
 LP0446;SPC UT C     - 7,216,285.90  1,393,952.39   sFT  0.99991180   -0 33 52.7
 LP0446;UTM  12      - 4,442,794.316   382,297.265   MT  0.99977055   -0 53 25.5
 LP0446
 LP0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0446!SPC UT C     -   0.99970426  x   0.99991180  =   0.99961609
 LP0446!UTM  12      -   0.99970426  x   0.99977055  =   0.99947488
 LP0446
 LP0446:                Primary Azimuth Mark                     Grid Az
 LP0446:SPC UT C     -  AJAX                                     355 49 01.5
 LP0446:UTM  12      -  AJAX                                     356 08 34.3
 LP0446
 LP0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK8229742794(NAD 83)
 LP0446
 LP0446|---------------------------------------------------------------------|
 LP0446| PID    Reference Object                     Distance      Geod. Az  |
 LP0446|                                                           dddmmss.s |
 LP0446| LP0274 AJAX                                APPROX.15.3 KM 3551508.8 |
 LP0446|---------------------------------------------------------------------|
 LP0446
 LP0446                          SUPERSEDED SURVEY CONTROL
 LP0446
 LP0446  NAD 83(1993)-  40 07 38.06283(N)    112 22 53.20179(W) AD(       ) 3
 LP0446  NAD 83(1986)-  40 07 38.05580(N)    112 22 53.20427(W) AD(       ) 3
 LP0446  NAD 27      -  40 07 38.25960(N)    112 22 50.39285(W) AD(       ) 3
 LP0446  NGVD 29 (07/19/86) 1902.3    (m)         6241.     (f) VERT ANG       
 LP0446
 LP0446.Superseded values are not recommended for survey control.
 LP0446
 LP0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0446.See file dsdata.pdf to determine how the superseded data were derived.
 LP0446
 LP0446_MARKER: DD = SURVEY DISK
 LP0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0446_STAMPING: CENTER 1955
 LP0446_MARK LOGO: USGS
 LP0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0446+STABILITY: SURFACE MOTION
 LP0446
 LP0446  HISTORY     - Date     Condition        Report By
 LP0446  HISTORY     - 1955     MONUMENTED       USGS
 LP0446  HISTORY     - 1955     GOOD             USGS
 LP0446
 LP0446                          STATION DESCRIPTION
 LP0446
 LP0446'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LP0446'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 36 AND RD. LEADING
 LP0446'INTO VERNON, DRIVE N. ON STATE HIGHWAY 36 FOR 3.8 MI. TO TRACK RD.
 LP0446'RIGHT (E.), GO E. ALONG TRACK RD. FOR 0.7 MI. TO DIM RD. FORKS, KEEP
 LP0446'LEFT FOR 1.0 MI. TO ANOTHER FORK, KEEP RIGHT 0.5 MI. TO CROSSROADS,
 LP0446'TURN RIGHT FOR 0.7 MI., LEAVE TRACK RD. AND GO E. TOWARD HILL FOR
 LP0446'0.3 MI.  PACK UP TO SE. END OF HILL TO HIGHEST POINT AND STATION.
 LP0446'A 15 MINUTE PACK.
 LP0446'
 LP0446'STATION MARK--EXISTING TABLET STAMPED ---CENTER 1955--- BY USGS, 1955.
 LP0446'
 LP0446'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0413 ***********************************************************************
 KN0413  DESIGNATION -  CENTERFIELD GUNNISON SUG E STK
 KN0413  PID         -  KN0413
 KN0413  STATE/COUNTY-  UT/SANPETE
 KN0413  COUNTRY     -  US
 KN0413  USGS QUAD   -  REDMOND (2017)
 KN0413
 KN0413                         *CURRENT SURVEY CONTROL
 KN0413  ______________________________________________________________________
 KN0413* NAD 83(1994) POSITION- 39 06 46.11229(N) 111 49 05.25772(W)   ADJUSTED
 KN0413  ______________________________________________________________________
 KN0413  GEOID HEIGHT    -        -18.457 (meters)                     GEOID18
 KN0413  LAPLACE CORR    -          6.52  (seconds)                    DEFLEC18
 KN0413  HORZ ORDER      -  THIRD
 KN0413
 KN0413.The horizontal coordinates were established by classical geodetic methods
 KN0413.and adjusted by the National Geodetic Survey in November 1997.
 KN0413
 KN0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0413.GEOID18 height accuracy estimate available here.
 KN0413
 KN0413.Click photographs - Photos may exist for this station.
 KN0413
 KN0413.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0413
 KN0413. The following values were computed from the NAD 83(1994) position.
 KN0413
 KN0413;                    North         East     Units Scale Factor Converg.
 KN0413;SPC UT C     - 2,086,586.722   472,486.276   MT  0.99997766   -0 12 13.6
 KN0413;SPC UT C     - 6,845,743.27  1,550,148.72   sFT  0.99997766   -0 12 13.6
 KN0413;UTM  12      - 4,329,613.818   429,269.070   MT  0.99966160   -0 30 58.1
 KN0413
 KN0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ2926929613(NAD 83)
 KN0413
 KN0413                          SUPERSEDED SURVEY CONTROL
 KN0413
 KN0413  NAD 83(1986)-  39 06 46.10010(N)    111 49 05.25445(W) AD(       ) 3
 KN0413  NAD 27      -  39 06 46.23500(N)    111 49 02.52700(W) AD(       ) 3
 KN0413
 KN0413.Superseded values are not recommended for survey control.
 KN0413
 KN0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0413.See file dsdata.pdf to determine how the superseded data were derived.
 KN0413
 KN0413_MARKER: 63 = STACK
 KN0413
 KN0413  HISTORY     - Date     Condition        Report By
 KN0413  HISTORY     - 1938     FIRST OBSERVED   CGS
 KN0413
 KN0413                          STATION DESCRIPTION
 KN0413
 KN0413'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0532 ***********************************************************************
 LO0532  DESIGNATION -  CENTERVILLE
 LO0532  PID         -  LO0532
 LO0532  STATE/COUNTY-  UT/DAVIS
 LO0532  COUNTRY     -  US
 LO0532  USGS QUAD   -  FARMINGTON (2017)
 LO0532
 LO0532                         *CURRENT SURVEY CONTROL
 LO0532  ______________________________________________________________________
 LO0532* NAD 83(1986) POSITION- 40 54 47.     (N) 111 53 33.     (W)   SCALED
 LO0532* NAVD 88 ORTHO HEIGHT -  1294.894 (meters)     4248.33  (feet) ADJUSTED
 LO0532  ______________________________________________________________________
 LO0532  GEOID HEIGHT    -        -16.632 (meters)                     GEOID18
 LO0532  DYNAMIC HEIGHT  -       1293.904 (meters)     4245.08  (feet) COMP
 LO0532  MODELED GRAVITY -    979,815.7   (mgal)                       NAVD 88
 LO0532
 LO0532  VERT ORDER      -  FIRST     CLASS I
 LO0532
 LO0532.The horizontal coordinates were scaled from a map and have
 LO0532.an estimated accuracy of +/- 6 seconds.
 LO0532
 LO0532.The orthometric height was determined by differential leveling and
 LO0532.adjusted by the NATIONAL GEODETIC SURVEY
 LO0532.in June 1991.
 LO0532
 LO0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0532.GEOID18 height accuracy estimate available here.
 LO0532
 LO0532.Click photographs - Photos may exist for this station.
 LO0532
 LO0532.The dynamic height is computed by dividing the NAVD 88
 LO0532.geopotential number by the normal gravity value computed on the
 LO0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0532.degrees latitude (g = 980.6199 gals.).
 LO0532
 LO0532.The modeled gravity was interpolated from observed gravity values.
 LO0532
 LO0532;                    North         East    Units  Estimated Accuracy
 LO0532;SPC UT N     - 1,064,450.      466,940.      MT  (+/- 180 meters Scaled)
 LO0532
 LO0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL248294(NAD 83)
 LO0532
 LO0532                          SUPERSEDED SURVEY CONTROL
 LO0532
 LO0532  NGVD 29 (??/??/92) 1293.952  (m)         4245.24   (f) ADJ UNCH    1 1
 LO0532
 LO0532.Superseded values are not recommended for survey control.
 LO0532
 LO0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0532.See file dsdata.pdf to determine how the superseded data were derived.
 LO0532
 LO0532_MARKER: DD = SURVEY DISK
 LO0532_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0532_SP_SET: ABUTMENT
 LO0532_STAMPING: 4245.207
 LO0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0532
 LO0532  HISTORY     - Date     Condition        Report By
 LO0532  HISTORY     - UNK      MONUMENTED       UTDH
 LO0532  HISTORY     - 1967     GOOD             CGS
 LO0532
 LO0532                          STATION DESCRIPTION
 LO0532
 LO0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0532'2.1 MI N FROM WOODS CROSS.
 LO0532'2.1 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LO0532'WOODS CROSS, 1 POLE SOUTH OF MILEPOLE 26, AT THE CROSSING OF 3600
 LO0532'SOUTH STREET, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 LO0532'ABUTMENT OF BRIDGE 26.03, 7.6 FEET EAST OF THE EAST RAIL OF THE EAST
 LO0532'TRACK, 22 1/2 FEET SOUTH OF THE CENTER LINE OF THE STREET, AND ABOUT 3
 LO0532'FEET LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0483 ***********************************************************************
 JO0483  CBN         -  This is a Cooperative Base Network Control Station.
 JO0483  DESIGNATION -  CESSNA
 JO0483  PID         -  JO0483
 JO0483  STATE/COUNTY-  UT/MILLARD
 JO0483  COUNTRY     -  US
 JO0483  USGS QUAD   -  FILLMORE (2017)
 JO0483
 JO0483                         *CURRENT SURVEY CONTROL
 JO0483  ______________________________________________________________________
 JO0483* NAD 83(2011) POSITION- 38 57 51.90680(N) 112 21 19.41429(W)   ADJUSTED
 JO0483* NAD 83(2011) ELLIP HT-  1501.375 (meters)        (06/27/12)   ADJUSTED
 JO0483* NAD 83(2011) EPOCH   -  2010.00
 JO0483* NAVD 88 ORTHO HEIGHT -  1520.3   (meters)     4988.    (feet) GPS OBS
 JO0483  ______________________________________________________________________
 JO0483  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JO0483  GEOID HEIGHT    -         -18.55 (meters)                     GEOID93
 JO0483  GEOID HEIGHT    -        -18.892 (meters)                     GEOID18
 JO0483  NAD 83(2011) X  - -1,889,193.002 (meters)                     COMP
 JO0483  NAD 83(2011) Y  - -4,593,673.518 (meters)                     COMP
 JO0483  NAD 83(2011) Z  -  3,990,190.584 (meters)                     COMP
 JO0483  LAPLACE CORR    -          9.62  (seconds)                    DEFLEC18
 JO0483
 JO0483  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JO0483  Standards:
 JO0483         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JO0483            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JO0483  -------------------------------------------------------------------
 JO0483  NETWORK    1.32   2.21           0.62   0.41   1.13     -0.15631527
 JO0483  -------------------------------------------------------------------
 JO0483  Click here for local accuracies and other accuracy information.
 JO0483
 JO0483.The horizontal coordinates were established by GPS observations
 JO0483.and adjusted by the National Geodetic Survey in June 2012.
 JO0483
 JO0483.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JO0483.been affixed to the stable North American tectonic plate. See 
 JO0483.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JO0483
 JO0483.The horizontal coordinates are valid at the epoch date displayed above
 JO0483.which is a decimal equivalence of Year/Month/Day.
 JO0483
 JO0483.The orthometric height was determined by GPS observations and a
 JO0483.high-resolution geoid model.
 JO0483
 JO0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0483.GEOID18 height accuracy estimate available here.
 JO0483
 JO0483.Click photographs - Photos may exist for this station.
 JO0483
 JO0483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JO0483
 JO0483.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0483
 JO0483.The ellipsoidal height was determined by GPS observations
 JO0483.and is referenced to NAD 83.
 JO0483
 JO0483. The following values were computed from the NAD 83(2011) position.
 JO0483
 JO0483;                    North         East     Units Scale Factor Converg.
 JO0483;SPC UT C     - 2,070,418.638   425,863.438   MT  1.00001330   -0 32 52.6
 JO0483;SPC UT C     - 6,792,698.48  1,397,186.96   sFT  1.00001330   -0 32 52.6
 JO0483;UTM  12      - 4,313,701.586   382,573.080   MT  0.99976979   -0 51 08.7
 JO0483
 JO0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0483!SPC UT C     -   0.99976449  x   1.00001330  =   0.99977779
 JO0483!UTM  12      -   0.99976449  x   0.99976979  =   0.99953434
 JO0483
 JO0483:                Primary Azimuth Mark                     Grid Az
 JO0483:SPC UT C     -  CESSNA AZ MK                             270 54 03.5
 JO0483:UTM  12      -  CESSNA AZ MK                             271 12 19.6
 JO0483
 JO0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ8257313701(NAD 83)
 JO0483
 JO0483|---------------------------------------------------------------------|
 JO0483| PID    Reference Object                     Distance      Geod. Az  |
 JO0483|                                                           dddmmss.s |
 JO0483| JO0484 FILLMORE UP RR WATER TANK           APPROX. 0.6 KM 0170723.2 |
 JO0483| CM5300 CESSNA RM 1                          10.687 METERS 08329     |
 JO0483| CM5301 CESSNA RM 2                          11.907 METERS 17825     |
 JO0483| CM5299 CESSNA AZ MK                                       2702110.9 |
 JO0483|---------------------------------------------------------------------|
 JO0483
 JO0483                          SUPERSEDED SURVEY CONTROL
 JO0483
 JO0483  NAD 83(2007)-  38 57 51.90645(N)    112 21 19.41467(W) AD(2002.00) 0
 JO0483  ELLIP H (02/10/07) 1501.384  (m)                       GP(2002.00)    
 JO0483  ELLIP H (11/14/01) 1501.402  (m)                       GP(       ) 4 2
 JO0483  NAD 83(1994)-  38 57 51.90556(N)    112 21 19.41284(W) AD(       ) B
 JO0483  ELLIP H (04/21/95) 1501.489  (m)                       GP(       ) 4 1
 JO0483  NAD 83(1986)-  38 57 51.89769(N)    112 21 19.40758(W) AD(       ) 1
 JO0483  NAD 27      -  38 57 52.02800(N)    112 21 16.63000(W) AD(       ) 1
 JO0483  NGVD 29 (07/19/86) 1519.8    (m)         4986.     (f) VERT ANG       
 JO0483
 JO0483.Superseded values are not recommended for survey control.
 JO0483
 JO0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0483.See file dsdata.pdf to determine how the superseded data were derived.
 JO0483
 JO0483_MARKER: DS = TRIANGULATION STATION DISK
 JO0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0483_STAMPING: CESSNA 1947
 JO0483_MARK LOGO: CGS
 JO0483_MAGNETIC: N = NO MAGNETIC MATERIAL
 JO0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0483+STABILITY: SURFACE MOTION
 JO0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0483+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2012
 JO0483
 JO0483  HISTORY     - Date     Condition        Report By
 JO0483  HISTORY     - 1947     MONUMENTED       CGS
 JO0483  HISTORY     - 19931107 GOOD             NGS
 JO0483  HISTORY     - 20040304 GOOD             INDIV
 JO0483  HISTORY     - 20120129 GOOD             GEOCAC
 JO0483
 JO0483                          STATION DESCRIPTION
 JO0483
 JO0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 JO0483'THE STATION IS LOCATED AT THE FILLMORE MUNICIPAL AIRPORT WHICH
 JO0483'IS 2 MILES WEST-SOUTHWEST OF FILLMORE.  THE STATION IS A
 JO0483'BRONZE DISK SET 210 FEET NORTHEAST OF THE NORTHEAST CORNER
 JO0483'OF THE HANGAR, 32 FEET SOUTH OF THE CENTER LINE OF A GRAVEL
 JO0483'ROAD, 5 FEET SOUTH OF A WIRE FENCE AND 2.5 FEET SOUTHEAST OF
 JO0483'A WHITE WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED,
 JO0483'CESSNA 1947.
 JO0483'
 JO0483'REFERENCE MARK NO. 1 IS A BRONZE DISK SET 28 FEET SOUTH OF
 JO0483'THE CENTERLINE OF A GRAVEL ROAD AND 1 FOOT SOUTH OF A WIRE
 JO0483'FENCE.  IT PROJECTS 2 INCHES, IS SAME ELEVATION AS THE STATION
 JO0483'MARK AND IS STAMPED, CESSNA NO 1 1947.
 JO0483'
 JO0483'REFERENCE MARK NO. 2 IS A BRONZE DISK SET FLUSH 1 FOOT LOWER
 JO0483'THAN THE STATION MARK AND IS STAMPED, CESSNA NO 2 1947.
 JO0483'
 JO0483'THE AZIMUTH MARK IS A BRONZE DISK SET 28 FEET SOUTH OF THE
 JO0483'CENTERLINE OF A GRAVEL ROAD, 1 FOOT SOUTH OF A WIRE FENCE
 JO0483'AND 6 INCHES EAST OF A WHITE WITNESS POST.  IT PROJECTS 4
 JO0483'INCHES AND IS STAMPED, CESSNA 1947.
 JO0483
 JO0483                          STATION RECOVERY (1993)
 JO0483
 JO0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 JO0483'STATION IS LOCATED ABOUT 3 KM (1.85 MI) WEST OF FILLMORE, AT THE
 JO0483'FILLMORE MUNICIPAL AIRPORT, AT THE AIRPORT ENTRANCE, IN A GRADED AREA
 JO0483'ALONG THE NORTH PERIMETER FENCE, IN THE NORTHEAST 1/4 OF SECTION 25, T
 JO0483'21 S, R 5 W.  OWNERSHIP--CITY OF FILLMORE. TO REACH FROM THE OVERPASS
 JO0483'AT EXIT 163 OF INTERSTATE HIGHWAY 15 (2 KM SOUTHWEST OF FILLMORE), GO
 JO0483'WEST ON PAVED ROAD FOR 0.30 KM (0.20 MI) TO A CROSSROAD.  TURN RIGHT,
 JO0483'NORTH, ON PAVED ROAD FOR 1.62 KM (1.00 MI) TO A CROSSROAD.  TURN LEFT,
 JO0483'WEST, ON GRADED ROAD FOR 0.14 KM (0.10 MI) TO THE PAVED AIRPORT
 JO0483'ENTRANCE ROAD ON THE LEFT.  TURN LEFT, THEN RIGHT, ALONG INSIDE OF
 JO0483'FENCE FOR 25 M (82.0 FT) TO THE STATION. STATION MARK IS A DISK SET IN
 JO0483'THE TOP OF A 25-CM SQUARE CONCRETE POST PROJECTING 2 CM ABOVE GROUND.
 JO0483'IT IS 0.7 M (2.3 FT) SOUTH OF THE FENCE, 23.7 M (77.8 FT) WEST OF THE
 JO0483'SOUTHWEST CORNER OF A CATTLEGUARD IN ENTRANCE ROAD, 0.4 M (1.3 FT)
 JO0483'EAST OF A FIBERGLASS WITNESS POST, 19.7 M (64.6 FT) NORTHWEST OF THE
 JO0483'ROAD CENTER, AND 33.5 M (109.9 FT) EAST OF A UTILITY POLE IN THE
 JO0483'FENCELINE. DESCRIBED BY G.R.HEID
 JO0483
 JO0483                          STATION RECOVERY (2004)
 JO0483
 JO0483'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HDM)
 JO0483'DID NOT SEARCH FOR REFERENCE OR AZIMUTH MARKS.
 JO0483
 JO0483                          STATION RECOVERY (2012)
 JO0483
 JO0483'RECOVERY NOTE BY GEOCACHING 2012
 JO0483'WITNESS POST IS NOW RED CARSONITE. NO REFERENCE OR AZIMUTH MARKS WERE
 JO0483'SEARCHED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0595 ***********************************************************************
 JO0595  DESIGNATION -  CEUAR
 JO0595  PID         -  JO0595
 JO0595  STATE/COUNTY-  UT/MILLARD
 JO0595  COUNTRY     -  US
 JO0595  USGS QUAD   -  DEADMAN POINT (2017)
 JO0595
 JO0595                         *CURRENT SURVEY CONTROL
 JO0595  ______________________________________________________________________
 JO0595* NAD 83(1994) POSITION- 38 59 00.70163(N) 113 50 09.42776(W)   ADJUSTED
 JO0595* NAVD 88 ORTHO HEIGHT -  1573.2   (meters)     5161.    (feet) VERTCON3
 JO0595  ______________________________________________________________________
 JO0595  GEOID HEIGHT    -        -20.540 (meters)                     GEOID18
 JO0595  LAPLACE CORR    -          0.92  (seconds)                    DEFLEC18
 JO0595  HORZ ORDER      -  SECOND
 JO0595
 JO0595.The horizontal coordinates were established by classical geodetic methods
 JO0595.and adjusted by the National Geodetic Survey in November 1997.
 JO0595
 JO0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0595
 JO0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0595.GEOID18 height accuracy estimate available here.
 JO0595
 JO0595.Click photographs - Photos may exist for this station.
 JO0595
 JO0595.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0595
 JO0595. The following values were computed from the NAD 83(1994) position.
 JO0595
 JO0595;                    North         East     Units Scale Factor Converg.
 JO0595;SPC UT C     - 2,074,828.498   297,619.275   MT  1.00000834   -1 29 46.9
 JO0595;SPC UT C     - 6,807,166.50    976,439.24   sFT  1.00000834   -1 29 46.9
 JO0595;UTM  12      - 4,318,774.958   254,351.877   MT  1.00034310   -1 47 05.9
 JO0595
 JO0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0595!SPC UT C     -   0.99975645  x   1.00000834  =   0.99976479
 JO0595!UTM  12      -   0.99975645  x   1.00034310  =   1.00009946
 JO0595
 JO0595:                Primary Azimuth Mark                     Grid Az
 JO0595:SPC UT C     -  CEUAR AZ MK                              095 21 05.9
 JO0595:UTM  12      -  CEUAR AZ MK                              095 38 24.9
 JO0595
 JO0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ5435118774(NAD 83)
 JO0595
 JO0595|---------------------------------------------------------------------|
 JO0595| PID    Reference Object                     Distance      Geod. Az  |
 JO0595|                                                           dddmmss.s |
 JO0595| CM5303 CEUAR RM 1                            6.939 METERS 02851     |
 JO0595| KO0468 STANDPIPE NEAR CROSS                APPROX.12.5 KM 0300920.3 |
 JO0595| JO0594 ROCK RESERVOIR                      APPROX. 5.4 KM 0701914.7 |
 JO0595| CM5302 CEUAR AZ MK                                        0935119.0 |
 JO0595| CM5304 CEUAR RM 2                            7.962 METERS 12356     |
 JO0595|---------------------------------------------------------------------|
 JO0595
 JO0595                          SUPERSEDED SURVEY CONTROL
 JO0595
 JO0595  NAD 83(1986)-  38 59 00.69712(N)    113 50 09.42804(W) AD(       ) 2
 JO0595  NAD 27      -  38 59 00.88040(N)    113 50 06.49130(W) AD(       ) 2
 JO0595  NGVD 29 (07/19/86) 1572.1    (m)         5158.     (f) VERT ANG       
 JO0595
 JO0595.Superseded values are not recommended for survey control.
 JO0595
 JO0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0595.See file dsdata.pdf to determine how the superseded data were derived.
 JO0595
 JO0595_MARKER: DS = TRIANGULATION STATION DISK
 JO0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0595_STAMPING: CEUAR 1957
 JO0595_MARK LOGO: CGS
 JO0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0595+STABILITY: SURFACE MOTION
 JO0595
 JO0595  HISTORY     - Date     Condition        Report By
 JO0595  HISTORY     - 1957     MONUMENTED       CGS
 JO0595  HISTORY     - 1958     GOOD             USGS
 JO0595
 JO0595                          STATION DESCRIPTION
 JO0595
 JO0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 JO0595'THE STATION IS LOCATED ON THE SOUTH SIDE OF A GRAVELED ROAD,
 JO0595'AIRLINE ABOUT 11 MILES EAST-NORTHEAST OF GARRISON, 15 MILES
 JO0595'EAST-SOUTHEAST OF BAKER, NEVADA, AND 11 MILES EAST OF THE
 JO0595'UTAH-NEVADA STATE LINE.
 JO0595'
 JO0595'TO REACH THE STATION FROM THE POST OFFICE IN BAKER, NEVADA,
 JO0595'GO NORTHWEST ON STATE HIGHWAY 73 FOR 4.7 MILES TO AN INTERSECTION.
 JO0595'TURN RIGHT ONTO U.S. HIGHWAYS 6 AND 50 AND GO EAST 22.4 MILES
 JO0595'TO A CROSS ROAD.  TURN RIGHT ONTO A GRAVELED ROAD AND GO
 JO0595'SOUTH 5.6 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO WEST
 JO0595'2.45 MILES TO A SIDE ROAD AND THE AZIMUTH MARK ON THE LEFT.
 JO0595'CONTINUE WEST 0.4 MILE TO A WITNESS POST AND THE STATION ON
 JO0595'THE LEFT.
 JO0595'
 JO0595'THE STATION MARK IS A STANDARD DISK STAMPED CEUAR 1957 SET
 JO0595'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 JO0595'4 INCHES ABOVE THE GROUND.  IT IS 9 FEET WEST-SOUTHWEST OF
 JO0595'A WITNESS POST AND 123 FEET SOUTH OF THE CENTERLINE OF THE
 JO0595'ROAD.
 JO0595'
 JO0595'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CEUAR NO 1
 JO0595'1957 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 JO0595'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 17 FEET NORTH OF
 JO0595'THE WITNESS POST AND THE SAME ELEVATION AS THE STATION.
 JO0595'
 JO0595'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CEUAR NO 2
 JO0595'1957 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 JO0595'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 23 FEET SOUTHEAST
 JO0595'OF THE WITNESS POST AND THE SAME ELEVATION AS THE STATION.
 JO0595'
 JO0595'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CEUAR 1957 SET IN
 JO0595'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4
 JO0595'INCHES ABOVE THE GROUND.  IT IS 32 FEET SOUTH OF THE CENTERLINE
 JO0595'OF AN EAST-WEST ROAD, 32 FEET WEST OF THE CENTERLINE OF A
 JO0595'NORTH-SOUTH ROAD, AND 2 FEET SOUTH OF A CEDAR POST.
 JO0595
 JO0595                          STATION RECOVERY (1958)
 JO0595
 JO0595'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JO0595'RECOVERED IN GOOD CONDITION.
 JO0595'
 JO0595'STATION MARK--STANDARD DISK, STAMPED ---CEUAR 1957---, SET IN THE TOP
 JO0595'OF A 10 IN. SQUARE CONCRETE POST THAT PROJECTS 4 IN. ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0613 ***********************************************************************
 LN0613  DESIGNATION -  CGLS 1
 LN0613  PID         -  LN0613
 LN0613  STATE/COUNTY-  UT/UINTAH
 LN0613  COUNTRY     -  US
 LN0613  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0613
 LN0613                         *CURRENT SURVEY CONTROL
 LN0613  ______________________________________________________________________
 LN0613* NAD 83(1994) POSITION- 40 40 42.54210(N) 109 27 07.85657(W)   ADJUSTED
 LN0613* NAVD 88 ORTHO HEIGHT -  2512.    (meters)     8241.    (feet) VERTCON3
 LN0613  ______________________________________________________________________
 LN0613  GEOID HEIGHT    -        -14.472 (meters)                     GEOID18
 LN0613  LAPLACE CORR    -         -5.24  (seconds)                    DEFLEC18
 LN0613  HORZ ORDER      -  THIRD
 LN0613
 LN0613.The horizontal coordinates were established by classical geodetic methods
 LN0613.and adjusted by the National Geodetic Survey in November 1997.
 LN0613
 LN0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0613
 LN0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0613.GEOID18 height accuracy estimate available here.
 LN0613
 LN0613.Click photographs - Photos may exist for this station.
 LN0613
 LN0613.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0613
 LN0613. The following values were computed from the NAD 83(1994) position.
 LN0613
 LN0613;                    North         East     Units Scale Factor Converg.
 LN0613;SPC UT C     - 2,262,348.530   673,114.145   MT  1.00000721   +1 18 42.4
 LN0613;SPC UT C     - 7,422,388.47  2,208,375.32   sFT  1.00000721   +1 18 42.4
 LN0613;UTM  12      - 4,504,218.527   630,806.755   MT  0.99981061   +1 00 32.5
 LN0613
 LN0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0613!SPC UT C     -   0.99960831  x   1.00000721  =   0.99961552
 LN0613!UTM  12      -   0.99960831  x   0.99981061  =   0.99941900
 LN0613
 LN0613:                Primary Azimuth Mark                     Grid Az
 LN0613:SPC UT C     -  COLTON                                   262 02 54.3
 LN0613:UTM  12      -  COLTON                                   262 21 04.2
 LN0613
 LN0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL3080604218(NAD 83)
 LN0613
 LN0613|---------------------------------------------------------------------|
 LN0613| PID    Reference Object                     Distance      Geod. Az  |
 LN0613|                                                           dddmmss.s |
 LN0613| LN0672 COLTON                              APPROX. 5.3 KM 2632136.7 |
 LN0613|---------------------------------------------------------------------|
 LN0613
 LN0613                          SUPERSEDED SURVEY CONTROL
 LN0613
 LN0613  NAD 83(1993)-  40 40 42.54198(N)    109 27 07.85571(W) AD(       ) 3
 LN0613  NAD 83(1986)-  40 40 42.52276(N)    109 27 07.84421(W) AD(       ) 3
 LN0613  NAD 27      -  40 40 42.67068(N)    109 27 05.35186(W) AD(       ) 3
 LN0613  NGVD 29 (07/19/86) 2511.     (m)         8238.     (f) VERT ANG       
 LN0613
 LN0613.Superseded values are not recommended for survey control.
 LN0613
 LN0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0613.See file dsdata.pdf to determine how the superseded data were derived.
 LN0613
 LN0613_MARKER: DD = SURVEY DISK
 LN0613_SETTING: 80 = SET IN A BOULDER
 LN0613_STAMPING: CGLS-1
 LN0613_MARK LOGO: USGS
 LN0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0613+STABILITY: SURFACE MOTION
 LN0613
 LN0613  HISTORY     - Date     Condition        Report By
 LN0613  HISTORY     - 1949     MONUMENTED       USGS
 LN0613
 LN0613                          STATION DESCRIPTION
 LN0613
 LN0613'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LN0613'STATION LOCATED ABOUT 25.5 MI. N. OF VERNAL, UTAH AND ABOUT 3 MI. SE.
 LN0613'OF UTAH STATE HIGHWAY 44 AND ABOUT 3.5 MI. S. OF BASSET SPRING.
 LN0613'
 LN0613'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 40 AND UTAH STATE
 LN0613'HIGHWAY 44 IN VERNAL, UTAH GO N. ON STATE HIGHWAY 44 FOR 27.2 MI. TO
 LN0613'LITTLE BRUSH CREEK BRIDGE.  CONTINUE ALONG HIGHWAY 44 1.5 MI. TO RD.
 LN0613'ON RIGHT, TURN RIGHT SOUTHEASTERLY AND PROCEED FOR 1.0 MI. TO FORK.
 LN0613'TAKE RIGHT FORK, SOUTHERLY, AND PROCEED 1.9 MI. TO DIM RD. FORK.
 LN0613'TAKE RIGHT FORK AND PROCEED 0.1 MI. TO STATION.  STATION IS LOCATED ON
 LN0613'HIGHEST PORTION OF GENTLE NW-SE. RIDGE ABOUT 150 FT. FROM DIM RD. AT
 LN0613'THIS POINT.
 LN0613'
 LN0613'STATION MARK - STANDARD TABLET SET IN BURIED BOULDER FLUSH WITH GROUND
 LN0613'STAMPED ---CGLS-1---.
 LN0613'
 LN0613'REFERENCE MARK NO.1 - ARROW CHISELED IN ROCK, 73.2 FT. FROM STATION,
 LN0613'N 20 DEG 41 MIN E.
 LN0613'
 LN0613'REFERENCE MARK NO.2 - STANDARD STATION MARK TABLET SET IN BURIED
 LN0613'BOULDER, STAMPED ---CGLS-2---, 1835.6 FT. FROM STATION,
 LN0613'N 70 DEG 53 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0373 ***********************************************************************
 KN0373  DESIGNATION -  CH 7
 KN0373  PID         -  KN0373
 KN0373  STATE/COUNTY-  UT/SANPETE
 KN0373  COUNTRY     -  US
 KN0373  USGS QUAD   -  FAIRVIEW LAKES (2017)
 KN0373
 KN0373                         *CURRENT SURVEY CONTROL
 KN0373  ______________________________________________________________________
 KN0373* NAD 83(1994) POSITION- 39 43 36.00988(N) 111 15 54.54608(W)   ADJUSTED
 KN0373* NAVD 88 ORTHO HEIGHT -  2917.1   (meters)     9571.    (feet) VERTCON3
 KN0373  ______________________________________________________________________
 KN0373  GEOID HEIGHT    -        -15.994 (meters)                     GEOID18
 KN0373  LAPLACE CORR    -         11.30  (seconds)                    DEFLEC18
 KN0373  HORZ ORDER      -  THIRD
 KN0373
 KN0373.The horizontal coordinates were established by classical geodetic methods
 KN0373.and adjusted by the National Geodetic Survey in November 1997.
 KN0373
 KN0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0373
 KN0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0373.GEOID18 height accuracy estimate available here.
 KN0373
 KN0373.Click photographs - Photos may exist for this station.
 KN0373
 KN0373.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0373
 KN0373. The following values were computed from the NAD 83(1994) position.
 KN0373
 KN0373;                    North         East     Units Scale Factor Converg.
 KN0373;SPC UT C     - 2,154,712.367   520,132.310   MT  0.99990060   +0 09 01.6
 KN0373;SPC UT C     - 7,069,252.16  1,706,467.42   sFT  0.99990060   +0 09 01.6
 KN0373;UTM  12      - 4,397,454.519   477,276.733   MT  0.99960636   -0 10 10.1
 KN0373
 KN0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0373!SPC UT C     -   0.99954507  x   0.99990060  =   0.99944572
 KN0373!UTM  12      -   0.99954507  x   0.99960636  =   0.99915161
 KN0373
 KN0373:                Primary Azimuth Mark                     Grid Az
 KN0373:SPC UT C     -  GRANGER 2                                056 43 10.8
 KN0373:UTM  12      -  GRANGER 2                                057 02 22.5
 KN0373
 KN0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ7727697454(NAD 83)
 KN0373
 KN0373|---------------------------------------------------------------------|
 KN0373| PID    Reference Object                     Distance      Geod. Az  |
 KN0373|                                                           dddmmss.s |
 KN0373| KN0370 GRANGER 2                           APPROX. 4.4 KM 0565212.4 |
 KN0373|---------------------------------------------------------------------|
 KN0373
 KN0373                          SUPERSEDED SURVEY CONTROL
 KN0373
 KN0373  NAD 83(1993)-  39 43 36.00218(N)    111 15 54.54296(W) AD(       ) 3
 KN0373  NAD 83(1986)-  39 43 35.99794(N)    111 15 54.54048(W) AD(       ) 3
 KN0373  NAD 27      -  39 43 36.13254(N)    111 15 51.90935(W) AD(       ) 3
 KN0373  NGVD 29 (07/19/86) 2915.7    (m)         9566.     (f) VERT ANG       
 KN0373
 KN0373.Superseded values are not recommended for survey control.
 KN0373
 KN0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0373.See file dsdata.pdf to determine how the superseded data were derived.
 KN0373
 KN0373_MARKER: DD = SURVEY DISK
 KN0373_SETTING: 66 = SET IN ROCK OUTCROP
 KN0373_STAMPING: CH 7 1938
 KN0373_MARK LOGO: USGS
 KN0373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0373+STABILITY: POSITION/ELEVATION WELL
 KN0373
 KN0373  HISTORY     - Date     Condition        Report By
 KN0373  HISTORY     - 1919     MONUMENTED       USGS
 KN0373
 KN0373                          STATION DESCRIPTION
 KN0373
 KN0373'DESCRIBED BY US GEOLOGICAL SURVEY 1919
 KN0373'LOCATED ABOUT 15.5 MI. BY RD. AND TRAIL NE. OF TOWN OF FAIRVIEW.
 KN0373'APPARENTLY IN T.12 S., R.6 E., NEAR QUARTER CORNER ON S. SIDE OF SEC.
 KN0373'29.  ON N. RIM OF HIGH PLATEAU, 3 MI. N. AND 1.5 MI. E. OF MAMOUTH
 KN0373'STATION.  ABOUT 100 FT. N. OF GOOSEBERRY-SCOFIELD TRAIL AND OLD
 KN0373'WAGON RD.
 KN0373'
 KN0373'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 91 AND 31 IN FAIRVIEW,
 KN0373'TAKE STATE HIGHWAY 31 E. FOR 15.3 MI. TO JUNCTION OF THE JAMES CANYON
 KN0373'RD.  THEN NE. ON JAMES CANYON RD. FOR 2.3 MI. TO WINTERS QUARTERS
 KN0373'RIDGE RD., THEN 7.3 MI. N. ON WINTERS QUARTERS RIDGE RD. TO CROSSROADS
 KN0373'AND SIGN ---BEAN RIDGE---.  TAKE W. FORK 0.7 MI. TO STATION.  STATION
 KN0373'IS ABOUT 200 FT. N. OF RD.
 KN0373'
 KN0373'STATION MARK - A STANDARD TABLET STAMPED ---CH 7 1938--- CEMENTED IN
 KN0373'ROCK.
 KN0373'
 KN0373'REFERENCE MARK NO.1 - A STANDARD REFERENCE MARK TABLET STAMPED
 KN0373'---NO.1--- CEMENTED IN ROCK, 23.63 FT. FROM STATION,
 KN0373'N 42 DEG 42 MIN E.
 KN0373'
 KN0373'REFERENCE MARK NO.2 - A STANDARD REFERENCE MARK TABLET STAMPED
 KN0373'---NO.2--- CEMENTED IN ROCK, 17.88 FT. FROM STATION MARK,
 KN0373'S 44 DEG 52 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0914 ***********************************************************************
 HN0914  DESIGNATION -  CHA
 HN0914  PID         -  HN0914
 HN0914  STATE/COUNTY-  UT/SAN JUAN
 HN0914  COUNTRY     -  US
 HN0914  USGS QUAD   -  NAVAJO BEGAY (2017)
 HN0914
 HN0914                         *CURRENT SURVEY CONTROL
 HN0914  ______________________________________________________________________
 HN0914* NAD 83(1994) POSITION- 37 06 55.71735(N) 110 50 46.10221(W)   ADJUSTED
 HN0914* NAVD 88 ORTHO HEIGHT -  1659.9   (meters)     5446.    (feet) VERTCON3
 HN0914  ______________________________________________________________________
 HN0914  GEOID HEIGHT    -        -22.420 (meters)                     GEOID18
 HN0914  LAPLACE CORR    -          5.44  (seconds)                    DEFLEC18
 HN0914  HORZ ORDER      -  THIRD
 HN0914
 HN0914.The horizontal coordinates were established by classical geodetic methods
 HN0914.and adjusted by the National Geodetic Survey in November 1997.
 HN0914
 HN0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0914
 HN0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0914.GEOID18 height accuracy estimate available here.
 HN0914
 HN0914.Click photographs - Photos may exist for this station.
 HN0914
 HN0914.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0914
 HN0914. The following values were computed from the NAD 83(1994) position.
 HN0914
 HN0914;                    North         East     Units Scale Factor Converg.
 HN0914;SPC UT S     - 3,050,013.868   558,113.707   MT  1.00001889   +0 24 02.2
 HN0914;SPC UT S     -10,006,587.17  1,831,078.05   sFT  1.00001889   +0 24 02.2
 HN0914;UTM  12      - 4,107,693.814   513,669.176   MT  0.99960230   +0 05 34.2
 HN0914
 HN0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0914!SPC UT S     -   0.99974310  x   1.00001889  =   0.99976198
 HN0914!UTM  12      -   0.99974310  x   0.99960230  =   0.99934550
 HN0914
 HN0914:                Primary Azimuth Mark                     Grid Az
 HN0914:SPC UT S     -  RAINBOW=ET U 86                          243 03 19.2
 HN0914:UTM  12      -  RAINBOW=ET U 86                          243 21 47.2
 HN0914
 HN0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG1366907693(NAD 83)
 HN0914
 HN0914|---------------------------------------------------------------------|
 HN0914| PID    Reference Object                     Distance      Geod. Az  |
 HN0914|                                                           dddmmss.s |
 HN0914| HN0915 RAINBOW=ET U 86                     APPROX. 6.7 KM 2432721.4 |
 HN0914|---------------------------------------------------------------------|
 HN0914
 HN0914                          SUPERSEDED SURVEY CONTROL
 HN0914
 HN0914  NAD 83(1992)-  37 06 55.71457(N)    110 50 46.10290(W) AD(       ) 3
 HN0914  NAD 83(1986)-  37 06 55.71353(N)    110 50 46.10152(W) AD(       ) 3
 HN0914  NAD 27      -  37 06 55.73436(N)    110 50 43.57632(W) AD(       ) 3
 HN0914  NGVD 29 (07/19/86) 1658.8    (m)         5442.     (f) VERT ANG       
 HN0914
 HN0914.Superseded values are not recommended for survey control.
 HN0914
 HN0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0914.See file dsdata.pdf to determine how the superseded data were derived.
 HN0914
 HN0914_MARKER: DD = SURVEY DISK
 HN0914_SETTING: 66 = SET IN ROCK OUTCROP
 HN0914_STAMPING: CHA 1953
 HN0914_MARK LOGO: USGS
 HN0914_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0914+STABILITY: POSITION/ELEVATION WELL
 HN0914
 HN0914  HISTORY     - Date     Condition        Report By
 HN0914  HISTORY     - 1953     MONUMENTED       USGS
 HN0914
 HN0914                          STATION DESCRIPTION
 HN0914
 HN0914'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0914'LOCATED ABOUT 0.6 MI. ENE. OF RAINBOW NATURAL BRIDGE, 0.6 MI. SE. OF
 HN0914'JUNCTION OF COLORADO AND SAN JUAN RIVERS, ON SMALL TREE COVERED HILL
 HN0914'AT BASE OF NAVAJO MOUNTAIN IN LARGE ROCK PROJECTING ABOUT 1 FT. ABOVE
 HN0914'GROUND IN CENTER OF TOP OF HILL.
 HN0914'
 HN0914'STATION REACHED BY HELICOPTER.
 HN0914'
 HN0914'STATION MARK - STANDARD TABLET STAMPED ---CHA 1953--- CEMENTED IN
 HN0914'SOLID ROCK.
 HN0914'
 HN0914'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER CEMENTED IN SOLID ROCK,
 HN0914'39.44 FT. FROM STATION MARK, S 23 DEG 32 MIN 28 SEC W.
 HN0914'
 HN0914'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER IN TRUNK OF SMALL TREE
 HN0914'15.29 FT. FROM STATION MARK, S 89 DEG 48 MIN 54 SEC E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0398 ***********************************************************************
 JN0398  DESIGNATION -  CHAFFIN
 JN0398  PID         -  JN0398
 JN0398  STATE/COUNTY-  UT/EMERY
 JN0398  COUNTRY     -  US
 JN0398  USGS QUAD   -  HORSE BENCH EAST (2017)
 JN0398
 JN0398                         *CURRENT SURVEY CONTROL
 JN0398  ______________________________________________________________________
 JN0398* NAD 83(1994) POSITION- 38 47 28.05034(N) 110 12 18.61426(W)   ADJUSTED
 JN0398* NAVD 88 ORTHO HEIGHT -  1385.4   (meters)     4545.    (feet) VERTCON3
 JN0398  ______________________________________________________________________
 JN0398  GEOID HEIGHT    -        -20.416 (meters)                     GEOID18
 JN0398  LAPLACE CORR    -         -5.02  (seconds)                    DEFLEC18
 JN0398  HORZ ORDER      -  SECOND
 JN0398
 JN0398.The horizontal coordinates were established by classical geodetic methods
 JN0398.and adjusted by the National Geodetic Survey in November 1997.
 JN0398
 JN0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0398
 JN0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0398.GEOID18 height accuracy estimate available here.
 JN0398
 JN0398.Click photographs - Photos may exist for this station.
 JN0398
 JN0398.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0398
 JN0398. The following values were computed from the NAD 83(1994) position.
 JN0398
 JN0398;                    North         East     Units Scale Factor Converg.
 JN0398;SPC UT C     - 2,051,639.864   612,498.639   MT  1.00006329   +0 49 46.0
 JN0398;SPC UT C     - 6,731,088.45  2,009,505.95   sFT  1.00006329   +0 49 46.0
 JN0398;UTM  12      - 4,293,897.892   569,028.048   MT  0.99965867   +0 29 52.7
 JN0398
 JN0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0398!SPC UT C     -   0.99978588  x   1.00006329  =   0.99984916
 JN0398!UTM  12      -   0.99978588  x   0.99965867  =   0.99944463
 JN0398
 JN0398:                Primary Azimuth Mark                     Grid Az
 JN0398:SPC UT C     -  CHAFFIN AZ MK                            097 31 33.6
 JN0398:UTM  12      -  CHAFFIN AZ MK                            097 51 26.9
 JN0398
 JN0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH6902893897(NAD 83)
 JN0398
 JN0398|---------------------------------------------------------------------|
 JN0398| PID    Reference Object                     Distance      Geod. Az  |
 JN0398|                                                           dddmmss.s |
 JN0398| CM6247 CHAFFIN RM 1                          6.735 METERS 00246     |
 JN0398| JN0397 CHAFFIN AZ MK                       APPROX. 3.6 KM 0982119.6 |
 JN0398| CM6248 CHAFFIN RM 2                          8.445 METERS 13119     |
 JN0398|---------------------------------------------------------------------|
 JN0398
 JN0398                          SUPERSEDED SURVEY CONTROL
 JN0398
 JN0398  NAD 83(1986)-  38 47 28.03871(N)    110 12 18.60922(W) AD(       ) 2
 JN0398  NAD 27      -  38 47 28.12400(N)    110 12 16.12900(W) AD(       ) 2
 JN0398  NGVD 29 (07/19/86) 1384.4    (m)         4542.     (f) VERT ANG       
 JN0398
 JN0398.Superseded values are not recommended for survey control.
 JN0398
 JN0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0398.See file dsdata.pdf to determine how the superseded data were derived.
 JN0398
 JN0398_MARKER: DS = TRIANGULATION STATION DISK
 JN0398_SETTING: 66 = SET IN ROCK OUTCROP
 JN0398
 JN0398  HISTORY     - Date     Condition        Report By
 JN0398  HISTORY     - 1937     MONUMENTED       CGS
 JN0398  HISTORY     - 1954     GOOD             USGS
 JN0398  HISTORY     - 1966     GOOD             CGS
 JN0398  HISTORY     - 1970     GOOD             USAF
 JN0398
 JN0398                          STATION DESCRIPTION
 JN0398
 JN0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JN0398'ABOUT 15-1/2 MILES A LITTLE W OF S FROM GREEN RIVER, ABOUT 8
 JN0398'MILES SE OF THE GREEN RIVER-HANKSVILLE ROAD, ABOUT 5 MILES
 JN0398'W OF THE GREEN RIVER, NEAR THE SE CORNER OF THE TRIANGLE FORMED
 JN0398'BY THE GREEN RIVER, THE GREEN RIVER-HANKSVILLE ROAD AND THE SAN
 JN0398'RAFAEL RIVER, 3/4 MILE S OF A TRACK ROAD LEADING TO A RANCH ON
 JN0398'THE W SIDE OF THE GREEN RIVER, ON THE MOST WESTERLY AND HIGHEST
 JN0398'POINT OF A LOW, SANDY RIDGE, SPARSELY COVERED WITH SMALL,
 JN0398'BUNCH, GRASS.  THE RIDGE SLOPES GENTLY TO THE E END DROPS OFF
 JN0398'ABRUPTLY IN ROCKY BREAKS TO THE S AND W.  THE HIGH POINT IS
 JN0398'COVERED WITH A SCATTERING OF BROKEN ROCK.
 JN0398'
 JN0398'THE STATION MARK IS A STANDARD DISK SET IN TOP OF A FLAT OUTCROP
 JN0398'OF LEDGE ROCK, FLUSH WITH THE GROUND, 16 YARDS NNW OF A LOW
 JN0398'ROCK CAIRN AT THE S EDGE OF THE SUMMIT, ABOUT 18 FEET E OF
 JN0398'THE W POINT OF THE SUMMIT.
 JN0398'
 JN0398'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 JN0398'IN OUTCROPPING BEDROCK.
 JN0398'
 JN0398'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 JN0398'DESCRIBED.
 JN0398'
 JN0398'REFERENCE MARK NO. 1, IS N BY W OF THE STATION.
 JN0398'
 JN0398'REFERENCE MARK NO. 2, IS SSE OF THE STATION.
 JN0398'
 JN0398'THE AZIMUTH MARK, WHICH WAS ALSO OCCUPIED, IN APPROXIMATELY
 JN0398'2-1/2 MILES ESE OF THE STATION, ABOUT 1 MILE E OF THE TRACK
 JN0398'ROAD, ON THE EASTERLY POINT OF A LOW SANDY RIDGE OVERLOOKING
 JN0398'WHAT APPEARS TO BE A DRY LAKE BED.  THE RIDGE IS COVERED WITH
 JN0398'A HEAVY BUNCH GRASS AND A SCATTERING OF WHAT APPEARS TO BE A
 JN0398'STUNTED OAK SHRUB.  THE AZIMUTH MARK MAY BE REACHED FROM A POINT
 JN0398'ON THE TRACK ROAD OPPOSITE THE STATION BY GOING E AND S ON
 JN0398'THE ROAD FOR 2.0 MILES, THENCE TURN SHARP LEFT, LEAVING THE
 JN0398'ROAD AND GO NE ACROSS COUNTRY FOR 0.15 MILE TO CREST OF RIDGE,
 JN0398'THENCE EASTERLY ALONG THE CREST FOR 0.9 MILE TO THE STATION AT
 JN0398'THE EXTREME EASTERLY POINT.
 JN0398'
 JN0398'TO REACH THE STATION FROM GREEN RIVER, GO E AND S ON U.S.
 JN0398'HIGHWAY 50 FOR ABOUT 0.2 MILE AND KEEP STRAIGHT AHEAD ON TRACK
 JN0398'ROAD WHICH PARALLELS THE RAILROAD TRACKS AT POINT WHERE HIGHWAY
 JN0398'50 TURNS E AGAIN, THENCE S FOR 0.2 MILE AND TURN RIGHT ON T-ROAD,
 JN0398'CROSSING RAILROAD TRACKS AND GO 0.1 MILE AND KEEP EXTREME RIGHT
 JN0398'HAND FORK ACROSS A BROAD WASH, THENCE SOUTHWESTERLY ON THIS
 JN0398'ROAD (THE HANKSVILLE ROAD) FOR 2.4 MILES AND BEAR LEFT ON TRACK
 JN0398'ROAD AT FORK.  THENCE SOUTHERLY ACROSS A BARREN, ROCKY, DESERT
 JN0398'FOR 13.4 MILES AND KEEP RIGHT FORK, THENCE 1.1 MILES, TURN
 JN0398'RIGHT LEAVING THE ROAD AND GO ACROSS COUNTRY FOR 0.75 MILE TO
 JN0398'THE STATION AT THE W END OF THE RIDGE.
 JN0398'
 JN0398'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 JN0398
 JN0398                          STATION RECOVERY (1954)
 JN0398
 JN0398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JN0398'RECOVERED, ALL MARKS FOUND IN GOOD CONDITION.
 JN0398
 JN0398                          STATION RECOVERY (1966)
 JN0398
 JN0398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 JN0398'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND CHAFFIN AZIMUTH
 JN0398'MARK 1937 WERE RECOVERED IN GOOD CONDITION.  A NEW ROUTING TO THE
 JN0398'STATION IS NOTED BECAUSE OF ROAD CONSTRUCTION AND EXPANSION OF
 JN0398'GREEN RIVER.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 JN0398'
 JN0398'THE STATION IS ABOUT 15-1/2 MILES SOUTH OF GREEN RIVER, 5 MILES
 JN0398'WEST OF THE GREEN RIVER, ON THE MOST WESTERLY AND HIGHEST POINT
 JN0398'OF A LOW, SANDY RIDGE, SPARSELY COVERED WITH SMALL, BUNCH GRASS
 JN0398'AND ROCKS.  THE RIDGE SLOPES GENTLY TO THE EAST AND DROPS OFF
 JN0398'ABRUPTLY IN ROCKY BREAKS TO THE SOUTH AND WEST.
 JN0398'
 JN0398'TO REACH THE STATION FROM THE POST OFFICE IN GREEN RIVER, GO
 JN0398'SOUTH ON BROADWAY FOR 0.05 MILE TO WHERE THE STREET CURVES
 JN0398'SOUTHEAST AND RUNS PARALLEL TO THE RAILROAD TRACKS.  CONTINUE
 JN0398'SOUTHEAST FOR 0.45 MILE TO A CROSSROAD, TURN RIGHT ON A GRAVELED
 JN0398'ROAD, CROSSING THE RAILROAD TRACKS AND GO SOUTH FOR 0.1 MILE TO
 JN0398'A FORK, TAKE THE RIGHT FORK, CROSSING A BROAD WASH FOR 0.1
 JN0398'MILE TO A T ROAD, TURN RIGHT AND GO SOUTHWEST ON THE GRAVELED
 JN0398'ROAD FOR 2.25 MILES TO A FORK, TAKE THE LEFT FORK AND GO
 JN0398'SOUTHEAST ON THE MAIN TRAVELED ROAD, OVER A BARREN, ROCKY, DESERT
 JN0398'FOR 14.35 MILES TO A DIM TRACK ROAD ON THE RIGHT, TURN RIGHT AND
 JN0398'GO SOUTH FOR 0.55 MILE TO THE TOP OF THE RIDGE, THEN WEST
 JN0398'ACROSS THE TOP OF THE RIDGE FOR 0.15 MILE TO THE STATION ON
 JN0398'THE WEST END.
 JN0398'
 JN0398'STATION MARK IS A STANDARD DISK, STAMPED CHAFFIN 1937, CEMENTED
 JN0398'IN A DRILL HOLE IN BEDROCK, FLUSH WITH THE GROUND.  IT IS 50
 JN0398'FEET NORTH OF THE SOUTH EDGE OF THE RIDGE AND 16 FEET EAST OF
 JN0398'THE WEST EDGE.
 JN0398'
 JN0398'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHAFFIN NO 1 1937,
 JN0398'CEMENTED IN A DRILL HOLE IN BEDROCK, FLUSH WITH THE GROUND.  IT
 JN0398'IS 17 FEET EAST OF THE WEST EDGE OF THE RIDGE AND ABOUT THE
 JN0398'SAME ELEVATION AS THE STATION.
 JN0398'
 JN0398'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHAFFIN NO 2 1937,
 JN0398'CEMENTED IN A DRILL HOLE IN BEDROCK, FLUSH WITH THE GROUND.  IT
 JN0398'IS 39 FEET WEST OF THE EAST EDGE OF THE RIDGE, 22 FEET NORTH
 JN0398'OF THE SOUTH EDGE AND ABOUT THE SAME ELEVATION AS THE STATION.
 JN0398'
 JN0398'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15-1/2 MILES
 JN0398'SOUTH OF GREEN RIVER
 JN0398
 JN0398                          STATION RECOVERY (1970)
 JN0398
 JN0398'RECOVERY NOTE BY US AIR FORCE 1970
 JN0398'STATION AND BOTH REFERENCE MARKS, AND THE AZIMUTH MARK (CHAFFIN
 JN0398'AZIMUTH 1937) WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JN0398'
 JN0398'THE ROUTE DESCRIPTION WAS ADEQUATE.
 JN0398'
 JN0398'NOTE--CONSTRUCTION OF INTERSTATE 70 TO THE SOUTH OF U.S. HIGHWAYS
 JN0398'6 AND 50 MAY CHANGE THE ROUTE DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0397 ***********************************************************************
 JN0397  DESIGNATION -  CHAFFIN AZ MK
 JN0397  PID         -  JN0397
 JN0397  STATE/COUNTY-  UT/EMERY
 JN0397  COUNTRY     -  US
 JN0397  USGS QUAD   -  HORSE BENCH EAST (2017)
 JN0397
 JN0397                         *CURRENT SURVEY CONTROL
 JN0397  ______________________________________________________________________
 JN0397* NAD 83(1994) POSITION- 38 47 11.08415(N) 110 09 51.24657(W)   ADJUSTED
 JN0397* NAVD 88 ORTHO HEIGHT -  1365.2   (meters)     4479.    (feet) VERTCON3
 JN0397  ______________________________________________________________________
 JN0397  GEOID HEIGHT    -        -20.526 (meters)                     GEOID18
 JN0397  LAPLACE CORR    -         -4.81  (seconds)                    DEFLEC18
 JN0397  HORZ ORDER      -  SECOND
 JN0397
 JN0397.The horizontal coordinates were established by classical geodetic methods
 JN0397.and adjusted by the National Geodetic Survey in November 1997.
 JN0397
 JN0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0397
 JN0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0397.GEOID18 height accuracy estimate available here.
 JN0397
 JN0397.Click photographs - Photos may exist for this station.
 JN0397
 JN0397.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0397
 JN0397. The following values were computed from the NAD 83(1994) position.
 JN0397
 JN0397;                    North         East     Units Scale Factor Converg.
 JN0397;SPC UT C     - 2,051,169.011   616,062.788   MT  1.00006477   +0 51 20.4
 JN0397;SPC UT C     - 6,729,543.66  2,021,199.33   sFT  1.00006477   +0 51 20.4
 JN0397;UTM  12      - 4,293,406.606   572,587.978   MT  0.99966488   +0 31 24.8
 JN0397
 JN0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0397!SPC UT C     -   0.99978907  x   1.00006477  =   0.99985383
 JN0397!UTM  12      -   0.99978907  x   0.99966488  =   0.99945402
 JN0397
 JN0397:                Primary Azimuth Mark                     Grid Az
 JN0397:SPC UT C     -  GREEN RIVER US ARMY MET TOWER            022 44 45.8
 JN0397:UTM  12      -  GREEN RIVER US ARMY MET TOWER            023 04 41.4
 JN0397
 JN0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH7258793406(NAD 83)
 JN0397
 JN0397|---------------------------------------------------------------------|
 JN0397| PID    Reference Object                     Distance      Geod. Az  |
 JN0397|                                                           dddmmss.s |
 JN0397| JN0388 GREEN RIVER US ARMY MET TOWER       APPROX.18.9 KM 0233606.2 |
 JN0397| CM6246 CHAFFIN AZIMUTH RM 2                 12.622 METERS 19600     |
 JN0397| JN0398 CHAFFIN                             APPROX. 3.6 KM 2782251.7 |
 JN0397| CM6245 CHAFFIN AZIMUTH RM 1                 10.717 METERS 32137     |
 JN0397|---------------------------------------------------------------------|
 JN0397
 JN0397                          SUPERSEDED SURVEY CONTROL
 JN0397
 JN0397  NAD 83(1986)-  38 47 11.07241(N)    110 09 51.24187(W) AD(       ) 2
 JN0397  NAD 27      -  38 47 11.15823(N)    110 09 48.77461(W) AD(       ) 2
 JN0397  NGVD 29 (07/19/86) 1364.2    (m)         4476.     (f) VERT ANG       
 JN0397
 JN0397.Superseded values are not recommended for survey control.
 JN0397
 JN0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0397.See file dsdata.pdf to determine how the superseded data were derived.
 JN0397
 JN0397_MARKER: DS = TRIANGULATION STATION DISK
 JN0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0397
 JN0397  HISTORY     - Date     Condition        Report By
 JN0397  HISTORY     - 1937     MONUMENTED       CGS
 JN0397  HISTORY     - 1938     GOOD             CGS
 JN0397  HISTORY     - 1954     GOOD             USGS
 JN0397  HISTORY     - 1960     GOOD             USGS
 JN0397  HISTORY     - 1966     GOOD             CGS
 JN0397  HISTORY     - 1970     GOOD             USAF
 JN0397  HISTORY     - 1972     GOOD             DOD
 JN0397
 JN0397                          STATION DESCRIPTION
 JN0397
 JN0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JN0397'THIS STATION IS THE AZIMUTH MARK FOR CHAFFIN AND WAS OCCUPIED
 JN0397'TO PROVIDE THE REQUIRED SPACING ALONG THE S BOUNDARY OF THE
 JN0397'SOIL CONSTRUCTION SURVEY AREA.  IT IS A STANDARD AZIMUTH DISK,
 JN0397'STAMPED CHAFFIN 1937.  IT IS APPROXIMATELY 15-3/4 MILES
 JN0397'DUE S OF GREEN RIVER, ABOUT 2-1/2 MILES ESE OF CHAFFIN, ABOUT
 JN0397'2 MILES W OF THE GREEN RIVER, 1 MILE E OF A TRACK ROAD, ON THE
 JN0397'EASTERLY POINT OF A LOW, SANDY, IRREGULAR RIDGE, SPARSELY
 JN0397'COVERED WITH A HEAVY BUNCH GRASS AND SCATTERING OF WHAT
 JN0397'APPEARS TO BE A STUNTED OAK SHRUB, OVERLOOKING A DEEP BASIN
 JN0397'ALONG THE W SIDE OF THE GREEN RIVER, APPARENTLY A DRY LAKE
 JN0397'BED, APPROXIMATELY 15 YARDS W OF THE E POINT OF THE SUMMIT
 JN0397'WHERE IT DROPS OFF INTO A SHARPLY SLOPING SHOULDER.  THERE
 JN0397'IS SLIGHTLY HIGHER GROUND ABOUT 60 YARDS TO THE S.
 JN0397'
 JN0397'CHAFFIN IS APPROXIMATELY 2-1/2 MILES WNW OF THE AZIMUTH MARK
 JN0397'ON THE WESTERLY POINT OF A LOW, SANDY RIDGE, 3/4 MILE S OF
 JN0397'THE TRACK ROAD MENTIONED ABOVE.
 JN0397'
 JN0397'SURFACE MARK IS A STANDARD BRONZE DISK REFERENCE MARK SET
 JN0397'IN CONCRETE.
 JN0397'
 JN0397'AZIMUTH MARK CHAFFIN) IS A STANDARD BRONZE DISK STATION MARK
 JN0397'WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 JN0397'
 JN0397'TO REACH CHAFFIN AZIMUTH FROM GREEN RIVER, GO E AND S ON
 JN0397'U.S. HIGHWAY 50 FOR ABOUT 0.2 MILE AND KEEP STRAIGHT AHEAD
 JN0397'ON TRACK ROAD PARALLEL TO RAILROAD TRACK, AT POINT WHERE
 JN0397'HIGHWAY 50 TURNS E AGAIN, THEN 0.2 MILE AND TURN RIGHT ON
 JN0397'T-ROAD, CROSSING THE RAILROAD TRACKS AND GO 0.1 MILE AND TAKE
 JN0397'EXTREME RIGHT FORK ACROSS BROAD WASH, THEN SOUTHWESTERLY ON THIS
 JN0397'ROAD (THE HANKSVILLE ROAD) FOR 2.4 MILES AND BEAR LEFT ON
 JN0397'TRACK ROAD AT FORK, THENCE SOUTHERLY ON ROUGH TRACK ROAD
 JN0397'ACROSS A BARREN, ROCKY DESERT FOR 13.4 MILES AND KEEP
 JN0397'RIGHT FORK, THEN 1.1 MILES AND CHAFFIN IS 0.75 MILE S,
 JN0397'ACROSS COUNTRY, THEN CONTINUE E AND S ON THE TRACK ROAD FOR
 JN0397'2.0 MILES AND TURN SHARP LEFT, LEAVING THE ROAD AND GO
 JN0397'NE ACROSS COUNTRY FOR 0.15 MILE TO CREST OF RIDGE, THEN
 JN0397'BEAR RIGHT AND GO EASTERLY ALONG THE CREST FOR 0.9 MILE
 JN0397'TO THE STATION AT THE EXTREME EASTERLY POINT OF THE RIDGE.
 JN0397'
 JN0397'THERE ARE NO REFERENCE MARKS AT THIS STATION.
 JN0397'
 JN0397'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 JN0397
 JN0397                          STATION RECOVERY (1938)
 JN0397
 JN0397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JN0397'THIS STATION IS LOCATED ABOUT 15 MILES S OF GREEN RIVER ON
 JN0397'THE HIGHEST POINT OF A SANDY, GRASS-COVERED KNOLL AT THE
 JN0397'EASTERN END OF A SAND RIDGE, WHICH IS ABOUT 3 MILES W OF
 JN0397'THE JUNCTION OF THE GREEN AND THE SAN RAFAEL RIVERS.
 JN0397'
 JN0397'THE STATION IS A STANDARD DISK AZIMUTH MARK SET IN A CONCRETE
 JN0397'POST ABOUT 6 INCHES ABOVE THE GROUND SURFACE, AND THE MARK
 JN0397'WAS FOUND TO BE IN GOOD CONDITION.
 JN0397'
 JN0397'THERE ARE NO REFERENCE MARKS.
 JN0397'
 JN0397'THE STATION IS REACHED FROM GREEN RIVER AS FOLLOWS--FROM
 JN0397'THE POST OFFICE GO S, THEN E, AND THEN S FOR 0.3 MILE ON
 JN0397'U.S. HIGHWAY 50, TO A CORNER WHERE THE HIGHWAY TURNS E.  THEN
 JN0397'LEAVE THE HIGHWAY (STRAIGHT AHEAD) AND GO 0.2 MILE TO A
 JN0397'ROAD CROSSING A RAILROAD TRACK.  TURN RIGHT (S) CROSS TRACK
 JN0397'AND GO 0.1 MILE TO A FORK AT THE S SIDE OF A WASH THEN TAKE
 JN0397'THE EXTREME RIGHT FORK (ROAD TO HANKSVILLE) AND GO 2.4 MILES
 JN0397'TO A FORK.  THEN TAKE LEFT FORK (LEAVING THE ROAD TO
 JN0397'HANKSVILLE) AND FOLLOW THE MAIN ROAD 3.9 MILES TO A DIM FORK,
 JN0397'TAKE RIGHT FORK (LEFT FORK GOES TO THE GREEN RIVER) AND
 JN0397'FOLLOW THE MAIN ROAD 12.6 MILES.  AT THIS POINT THE STATION
 JN0397'LIES ABOUT 1 MILE TO THE NE.  TURN LEFT OFF THE ROAD, AND GO
 JN0397'NORTHEASTERLY ACROSS SANDY, GRASS-COVERED COUNTRY FOR
 JN0397'ABOUT 1 MILE TO THE END OF TRUCK TRAVEL AND THE STATION.
 JN0397
 JN0397                          STATION RECOVERY (1954)
 JN0397
 JN0397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JN0397'RECOVERED, STATION FOUND AS DESCRIBED.  REACHED BY HELICOPTER.
 JN0397'
 JN0397'RECOVERED, ALL MARKS - GOOD CONDITION.
 JN0397
 JN0397                          STATION RECOVERY (1960)
 JN0397
 JN0397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JN0397'RECOVERED.
 JN0397'STATION FOUND AS DESCRIBED.
 JN0397
 JN0397                          STATION RECOVERY (1966)
 JN0397
 JN0397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 JN0397'THE STATION MARK WAS RECOVERED.  TWO REFERENCE MARKS WERE
 JN0397'ESTABLISHED.  A NEW ROUTING TO THE STATION IS NOTED BECAUSE
 JN0397'OF ROAD CONSTRUCTION AND EXPANSION OF THE TOWN OF GREEN
 JN0397'RIVER.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 JN0397'
 JN0397'THE STATION IS ABOUT 15-1/2 MILES SOUTH OF GREEN RIVER, ON
 JN0397'THE HIGHEST POINT OF A SANDY KNOLL, SPARSELY COVERED WITH
 JN0397'SMALL, BUNCH GRASS.
 JN0397'
 JN0397'TO REACH THE STATION FROM THE POST OFFICE IN GREEN RIVER,
 JN0397'GO SOUTH ON BROADWAY FOR 0.05 MILE TO WHERE THE STREET CURVES
 JN0397'SOUTHEAST AND RUNS PARALLEL TO THE RAILROAD TRACKS.  CONTINUE
 JN0397'SOUTHEAST FOR 0.45 MILE TO A CROSSROAD, TURN RIGHT ON A
 JN0397'GRAVELED ROAD, CROSSING THE RAILROAD TRACKS AND GO SOUTH
 JN0397'FOR 0.1 MILE TO A FORK, TAKE THE RIGHT FORK, CROSSING A BROAD
 JN0397'WASH FOR 0.1 MILE TO A FORK, TAKE THE RIGHT FORK, CROSSING
 JN0397'A BROAD WASH FOR 0.1 MILE TO A T-ROAD, TURN RIGHT AND GO
 JN0397'SOUTHWEST ON THE GRAVELED ROAD FOR 2.25 MILES TO A FORK, TAKE
 JN0397'THE LEFT FORK AND GO SOUTHEAST ON THE MAIN TRAVELED ROAD,
 JN0397'OVER A BARREN, ROCKY, DESERT FOR 14.35 MILES TO A DIM TRACK
 JN0397'ROAD ON THE RIGHT, LEADING TO STATION CHAFFIN 1937,
 JN0397'CONTINUE STRAIGHT AHEAD ON MAIN TRAVELED ROAD FOR 2.0
 JN0397'MILES.  AT THIS POINT TURN LEFT AND GO EAST NORTHEAST,
 JN0397'ACROSS COUNTRY FOR 1.1 MILE TO THE TOP OF A SANDY KNOLL
 JN0397'AND THE STATION.
 JN0397'
 JN0397'STATION MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED CHAFFIN
 JN0397'1937, SET IN THE TOP OF A SQUARE CONCRETE POST, 12 INCHES
 JN0397'IN DIAMETER, THAT PROJECTS SIX INCHES ABOVE THE GROUND.  IT
 JN0397'IS 31 FEET WEST OF THE EAST EDGE OF THE KNOLL AND 6.4 FEET
 JN0397'WEST NORTHWEST OF A WITNESS POST.
 JN0397'
 JN0397'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHAFFIN AZIMUTH
 JN0397'NO 1 1937 1966, BRAZED TO THE TOP OF A 2 INCH IRON PIPE,
 JN0397'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 35 FEET WEST
 JN0397'OF THE EAST EDGE OF THE KNOLL AND ABOUT THE SAME ELEVATION
 JN0397'AS THE STATION.
 JN0397'
 JN0397'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHAFFIN AZIMUTH
 JN0397'NO 2 1937 1966, BRAZED TO THE TOP OF A 2 INCH IRON PIPE,
 JN0397'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 24 FEET WEST
 JN0397'OF THE EAST EDGE OF THE KNOLL AND ABOUT THE SAME ELEVATION
 JN0397'AS THE STATION.
 JN0397'
 JN0397'R.M. 1 TO R.M. 2 68.15 FT. 20.773 M.
 JN0397'
 JN0397'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15-1/2
 JN0397'MILES SOUTH OF GREEN RIVER
 JN0397
 JN0397                          STATION RECOVERY (1970)
 JN0397
 JN0397'RECOVERY NOTE BY US AIR FORCE 1970
 JN0397'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 JN0397'CONDITION AS DESCRIBED.
 JN0397'
 JN0397'ROUTE DESCRIPTION IS ADEQUATE.
 JN0397'
 JN0397'NOTE--CONSTRUCTION OF INTERSTATE 70 TO THE SOUTH OF GREEN
 JN0397'RIVER, UTAH, MAY CHANGE THE 1966 ROUTE DESCRIPTION.
 JN0397'
 JN0397'RECOVERED BY USAF, 1970
 JN0397
 JN0397                          STATION RECOVERY (1972)
 JN0397
 JN0397'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1972
 JN0397'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 JN0397'IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0394 ***********************************************************************
 KO0394  DESIGNATION -  CHAMPLIN
 KO0394  PID         -  KO0394
 KO0394  STATE/COUNTY-  UT/JUAB
 KO0394  COUNTRY     -  US
 KO0394  USGS QUAD   -  CHAMPLIN PEAK (2017)
 KO0394
 KO0394                         *CURRENT SURVEY CONTROL
 KO0394  ______________________________________________________________________
 KO0394* NAD 83(1994) POSITION- 39 36 59.16308(N) 112 13 13.28814(W)   ADJUSTED
 KO0394* NAVD 88 ORTHO HEIGHT -  2289.1   (meters)     7510.    (feet) VERTCON3
 KO0394  ______________________________________________________________________
 KO0394  GEOID HEIGHT    -        -18.028 (meters)                     GEOID18
 KO0394  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 KO0394  HORZ ORDER      -  FIRST
 KO0394
 KO0394.The horizontal coordinates were established by classical geodetic methods
 KO0394.and adjusted by the National Geodetic Survey in June 1998.
 KO0394
 KO0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0394
 KO0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0394.GEOID18 height accuracy estimate available here.
 KO0394
 KO0394.Click photographs - Photos may exist for this station.
 KO0394
 KO0394.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0394
 KO0394. The following values were computed from the NAD 83(1994) position.
 KO0394
 KO0394;                    North         East     Units Scale Factor Converg.
 KO0394;SPC UT C     - 2,142,696.957   438,149.550   MT  0.99990606   -0 27 41.2
 KO0394;SPC UT C     - 7,029,831.60  1,437,495.65   sFT  0.99990606   -0 27 41.2
 KO0394;UTM  12      - 4,385,897.970   395,248.624   MT  0.99973509   -0 46 41.6
 KO0394
 KO0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0394!SPC UT C     -   0.99964383  x   0.99990606  =   0.99954992
 KO0394!UTM  12      -   0.99964383  x   0.99973509  =   0.99937901
 KO0394
 KO0394:                Primary Azimuth Mark                     Grid Az
 KO0394:SPC UT C     -  CHAMPLIN AZ MK                           030 48 04.0
 KO0394:UTM  12      -  CHAMPLIN AZ MK                           031 07 04.4
 KO0394
 KO0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ9524885897(NAD 83)
 KO0394
 KO0394|---------------------------------------------------------------------|
 KO0394| PID    Reference Object                     Distance      Geod. Az  |
 KO0394|                                                           dddmmss.s |
 KO0394| CM5305 CHAMPLIN AZ MK                                     0302022.8 |
 KO0394| CM5306 CHAMPLIN RM 1                         3.751 METERS 09135     |
 KO0394| CM5307 CHAMPLIN RM 2                         3.287 METERS 26921     |
 KO0394|---------------------------------------------------------------------|
 KO0394
 KO0394                          SUPERSEDED SURVEY CONTROL
 KO0394
 KO0394  NAD 83(1993)-  39 36 59.15365(N)    112 13 13.28186(W) AD(       ) 1
 KO0394  NAD 83(1986)-  39 36 59.15209(N)    112 13 13.27900(W) AD(       ) 1
 KO0394  NAD 27      -  39 36 59.33302(N)    112 13 10.48230(W) AD(       ) 1
 KO0394  NGVD 29 (07/19/86) 2287.9    (m)         7506.     (f) VERT ANG       
 KO0394
 KO0394.Superseded values are not recommended for survey control.
 KO0394
 KO0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0394.See file dsdata.pdf to determine how the superseded data were derived.
 KO0394
 KO0394_MARKER: DS = TRIANGULATION STATION DISK
 KO0394_SETTING: 66 = SET IN ROCK OUTCROP
 KO0394_STAMPING: CHAMPLIN 1947
 KO0394_MARK LOGO: CGS
 KO0394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0394+STABILITY: POSITION/ELEVATION WELL
 KO0394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0394+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2020
 KO0394
 KO0394  HISTORY     - Date     Condition        Report By
 KO0394  HISTORY     - 1947     MONUMENTED       CGS
 KO0394  HISTORY     - 1965     GOOD             CGS
 KO0394  HISTORY     - 1965     GOOD             USGS
 KO0394  HISTORY     - 20020625 GOOD             BLM
 KO0394  HISTORY     - 20200902 GOOD             INDIV
 KO0394
 KO0394                          STATION DESCRIPTION
 KO0394
 KO0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KO0394'THE STATION IS LOCATED ABOUT 21 MILES AIR LINE WEST AND SOUTH
 KO0394'OF NEPHI, ABOUT 11 MILES AIR LINE NORTHEAST OF LYNNDYL, ABOUT
 KO0394'5 MILES AIR LINE NORTH OF THE SEVIER RIVER AND ABOUT 5 MILES
 KO0394'AIR LINE EAST OF CHAMPLIN, ON A HIGH, BARE PEAK OF A MOUNTAIN
 KO0394'WHICH APPEARS IN A CONE SHAPE FROM THE SURROUNDING COUNTRY,
 KO0394'ON THE HIGHEST POINT, 20 FEET WEST OF THE EAST BRIM, 10 FEET
 KO0394'SOUTHEAST OF A 6 FOOT ROCK CAIRN, SET FLUSH AND IS STAMPED
 KO0394'CHAMPLIN 1947.
 KO0394'
 KO0394'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN STATION,
 KO0394'5 FEET WEST OF THE EAST BRIM, SET FLUSH AND IS STAMPED CHAMPLIN
 KO0394'NO 1 1947.
 KO0394'
 KO0394'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN STATION,
 KO0394'7 FEET SOUTH OF A 6 FOOT ROCK CAIRN, SET FLUSH AND IS STAMPED
 KO0394'CHAMPLIN NO 2 1947.
 KO0394'
 KO0394'THE AZIMUTH MARK IS LOCATED ON THE FACE OF A RIDGE ALONG THE
 KO0394'ROAD TO STATION, 9 FEET NORTHWEST OF AND APPROXIMATELY THE
 KO0394'SAME ELEVATION AS THE CENTER LINE OF ROAD, 4 FEET SOUTHWEST
 KO0394'OF A 4 X 4 WHITE WITNESS POST, PROJECTS 4 INCHES AND IS STAMPED
 KO0394'CHAMPLIN 1947.
 KO0394'
 KO0394'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 91 AND STATE
 KO0394'HIGHWAY 132 IN NEPHI.  GO WEST ON STATE HIGHWAY 132 FOR
 KO0394'9.4 MILES TO A FORK.  KEEP THE RIGHT FORK MAIN ROAD AND GO
 KO0394'3.25 MILES TO A FORK AT SIGN LOAMINGTON 16, JERICO JCT 10.
 KO0394'TAKE THE RIGHT FORK AS PER SIGN JERICO, AND GO 2.7 MILES TO
 KO0394'A CATTLE GUARD CROSSING.  CONTINUE FOR 0.4 MILE TO TWO TRACK
 KO0394'ROADS ON THE LEFT A SHORT WAYS AFTER CROSSING CREEK AND TOP OF
 KO0394'SMALL GRADE.  TAKE THE SECOND TRACK ROAD (THE ONE FARTHEST
 KO0394'WEST) AND GO 3.0 MILES TO A FORK.  KEEP THE RIGHT FORK IN A
 KO0394'WESTERLY DIRECTION AND GO 0.8 MILE TO A FORK.  KEEP THE LEFT
 KO0394'FORK AND CONTINUE 0.4 MILE TO A DIM TRACK ROAD COMING IN
 KO0394'FROM FROM THE RIGHT.  KEEP STRAIGHT AHEAD AND FOLLOW THE
 KO0394'MAIN TRACK ROAD IN A SOUTHWESTERLY DIRECTION FOR 3.3
 KO0394'MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED ABOVE.
 KO0394'CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO THE END OF
 KO0394'ROAD AND THE END OF TRUCK TRAVEL, THENCE PACK UP RIDGE TO
 KO0394'THE SOUTHWEST FOR APPROXIMATELY 0.5 MILE TO STATION SITE
 KO0394'AS DESCRIBED ABOVE.  A 50 MINUTE PACK.
 KO0394
 KO0394                          STATION RECOVERY (1965)
 KO0394
 KO0394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 KO0394'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 KO0394'IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO ALL MARKS
 KO0394'CHECKED WITH ORIGINAL DESCRIPTION.  DUE TO A NEW ROUTE TO
 KO0394'STATION, A COMPLETE NEW DESCRIPTION OF STATION FOLLOWS.
 KO0394'
 KO0394'STATION IS LOCATED ABOUT 21 MILES SOUTHWEST OF NEPHI, ABOUT
 KO0394'11 MILES NORTHEAST OF LYNNDYL, ABOUT 5 MILES NORTH OF THE SEVIER
 KO0394'RIVER AND ABOUT 5 MILES EAST OF CHAMPLIN SIDING.  THE STATION
 KO0394'IS ON A HIGH BARE PEAK OF A MOUNTAIN WHICH APPEARS IN A
 KO0394'CONE SHAPE FROM THE SURROUNDING COUNTRY.
 KO0394'
 KO0394'STATION MARK, A STANDARD DISK STAMPED CHAMPLIN 1947, IS
 KO0394'SET IN A DRILL HOLE IN BEDROCK ON THE HIGHEST POINT OF HILL,
 KO0394'20 FEET WEST OF THE EAST BRIM, 13 FEET SOUTHEAST OF A CAIRN
 KO0394'AND IS SET FLUSH WITH SURROUNDING AREA.
 KO0394'
 KO0394'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED CHAMPLIN
 KO0394'NO 1 1947, IS SET IN A DRILL HOLE IN BEDROCK ABOUT 2 FEET
 KO0394'LOWER IN ELEVATION THAN THE STATION.  THE MARK IS 5 FEET
 KO0394'WEST OF THE EAST BRIM AND 23 FEET SOUTHEAST OF CAIRN.
 KO0394'
 KO0394'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED CHAMPLIN
 KO0394'NO 2 1947, IS SET IN A DRILL HOLE IN BEDROCK ABOUT 1 FOOT
 KO0394'LOWER IN ELEVATION THAN THE STATION.  THE MARK IS SET FLUSH
 KO0394'WITH SURROUNDING AREA AND IS 9 FEET SOUTH OF A CAIRN.
 KO0394'
 KO0394'AZIMUTH MARK, A STANDARD DISK STAMPED CHAMPLIN 1947, IS SET
 KO0394'IN A 3 BY 3 FEET BOULDER WHICH PROJECTS ABOUT 4 INCHES ABOVE
 KO0394'THE SURFACE OF THE GROUND.  THE MARK IS 9 FEET NORTHWEST
 KO0394'OF CENTER OF ROAD AND 4 FEET SOUTHWEST OF WITNESS POST.
 KO0394'
 KO0394'TO REACH STATION FROM EUREKA, GO SOUTHWESTERLY ON U.S. HIGHWAY
 KO0394'6 FOR 3.4 MILES TO THE JUNCTION OF STATE HIGHWAY 36, CONTINUE
 KO0394'SOUTHERLY ON U.S. HIGHWAYS 6 AND 50 FOR 15.1 MILES TO JUNCTION
 KO0394'OF STATE HIGHWAY 148, TURN LEFT AND GO EAST ON STATE HIGHWAY
 KO0394'148 FOR 2 MILES TO A GATE ON RIGHT, TURN RIGHT PASSING THROUGH
 KO0394'GATE AND KEEP RIGHT GOING SOUTHERLY FOR 1.6 MILES TO FORK,
 KO0394'KEEP LEFT FORK MAIN ROAD AND GO 0.9 MILE TO STOCK PEN, PASS
 KO0394'THROUGH GATE, THENCE TURN SHARP RIGHT THROUGH ANOTHER GATE
 KO0394'AND FOLLOW THE MAIN TRAVELED ROAD 3.2 MILES TO FORK, KEEP
 KO0394'LEFT AND GO 0.3 MILE TO THE AZIMUTH MARK ON RIGHT AS
 KO0394'DESCRIBED, CONTINUE ON MAIN TRACK ROAD IN A SOUTHWESTERLY
 KO0394'DIRECTION FOR 0.7 MILE TO END OF ROAD AND TRUCK TRAVEL.
 KO0394'THENCE PACK UP RIDGE IN A SOUTHWESTERLY DIRECTION FOR
 KO0394'APPROXIMATELY 0.5 MILE TO STATION ON HIGHEST POINT OF
 KO0394'HILL.  (APPROXIMATELY 1 HOUR PACK).
 KO0394'
 KO0394'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KO0394'
 KO0394'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 KO0394'NORTHEAST OF LYNNDYL
 KO0394
 KO0394                          STATION RECOVERY (1965)
 KO0394
 KO0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KO0394'RECOVERED IN GOOD CONDITION.
 KO0394'
 KO0394'STATION MARK--STANDARD DISK, STAMPED ---CHAMPLIN 1947---, SET IN A
 KO0394'DRILL HOLE IN BEDROCK ON THE HIGHEST POINT OF HILL, SET FLUSH WITH
 KO0394'SURROUNDING AREA.
 KO0394
 KO0394                          STATION RECOVERY (2002)
 KO0394
 KO0394'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 2002 (JFC)
 KO0394'RECOVERED IN GOOD CONDITION.
 KO0394
 KO0394                          STATION RECOVERY (2020)
 KO0394
 KO0394'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (TWG)
 KO0394'TO REACH, DEPART NEPHI UTAH WESTERLY ON UT-132 AND GO TO MILE MARKER
 KO0394'20.  TURN RIGHT ONTO UT-148 AND GO 7.2 MI (11.6 KM), THEN TURN LEFT
 KO0394'ONTO A DIRT ROAD AND GO 0.4 MI (0.6 KM).  PASS THROUGH A GATE AND
 KO0394'CONTINUE FOR 1.9 MI (3.1 KM).  PASS THROUGH A GATE AND TAKE THE RIGHT
 KO0394'FORK.  GO 3.7 MI (6.0 KM) TO END OF VEHICLE TRAVEL.  THE EASIEST
 KO0394'ASCENT IS TO FOLLOW THE RIDGE ON THE WEST SIDE OF THE MAIN DRAIN.
 KO0394'THIS RIDGE CONNECTS TO THE SUMMIT FROM THE WEST SIDE AND IS FREE OF
 KO0394'THE LOOSE ROCK AND TALUS FOUND ON THE RIDGE GOING UP THE EAST SIDE OF
 KO0394'THE MAIN DRAIN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0691 ***********************************************************************
 HN0691  DESIGNATION -  CHANCE
 HN0691  PID         -  HN0691
 HN0691  STATE/COUNTY-  UT/GARFIELD
 HN0691  COUNTRY     -  US
 HN0691  USGS QUAD   -  TENMILE FLAT (2017)
 HN0691
 HN0691                         *CURRENT SURVEY CONTROL
 HN0691  ______________________________________________________________________
 HN0691* NAD 83(1994) POSITION- 37 38 15.21869(N) 111 22 57.14833(W)   ADJUSTED
 HN0691* NAVD 88 ORTHO HEIGHT -  1768.9   (meters)     5803.    (feet) VERTCON3
 HN0691  ______________________________________________________________________
 HN0691  GEOID HEIGHT    -        -21.095 (meters)                     GEOID18
 HN0691  LAPLACE CORR    -         -5.88  (seconds)                    DEFLEC18
 HN0691  HORZ ORDER      -  THIRD
 HN0691
 HN0691.The horizontal coordinates were established by classical geodetic methods
 HN0691.and adjusted by the National Geodetic Survey in November 1997.
 HN0691
 HN0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0691
 HN0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0691.GEOID18 height accuracy estimate available here.
 HN0691
 HN0691.Click photographs - Photos may exist for this station.
 HN0691
 HN0691.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0691
 HN0691. The following values were computed from the NAD 83(1994) position.
 HN0691
 HN0691;                    North         East     Units Scale Factor Converg.
 HN0691;SPC UT S     - 3,107,759.357   510,366.789   MT  0.99995455   +0 04 19.1
 HN0691;SPC UT S     -10,196,040.49  1,674,428.37   sFT  0.99995455   +0 04 19.1
 HN0691;UTM  12      - 4,165,671.677   466,249.217   MT  0.99961403   -0 14 01.0
 HN0691
 HN0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0691!SPC UT S     -   0.99972581  x   0.99995455  =   0.99968037
 HN0691!UTM  12      -   0.99972581  x   0.99961403  =   0.99933994
 HN0691
 HN0691:                Primary Azimuth Mark                     Grid Az
 HN0691:SPC UT S     -  RIGHT                                    243 35 15.8
 HN0691:UTM  12      -  RIGHT                                    243 53 35.9
 HN0691
 HN0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG6624965671(NAD 83)
 HN0691
 HN0691|---------------------------------------------------------------------|
 HN0691| PID    Reference Object                     Distance      Geod. Az  |
 HN0691|                                                           dddmmss.s |
 HN0691| HN0690 RIGHT                               APPROX.10.9 KM 2433934.9 |
 HN0691|---------------------------------------------------------------------|
 HN0691
 HN0691                          SUPERSEDED SURVEY CONTROL
 HN0691
 HN0691  NAD 83(1986)-  37 38 15.21484(N)    111 22 57.14990(W) AD(       ) 3
 HN0691  NAD 27      -  37 38 15.25709(N)    111 22 54.55564(W) AD(       ) 3
 HN0691  NGVD 29 (07/19/86) 1767.8    (m)         5800.     (f) VERT ANG       
 HN0691
 HN0691.Superseded values are not recommended for survey control.
 HN0691
 HN0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0691.See file dsdata.pdf to determine how the superseded data were derived.
 HN0691
 HN0691_MARKER: DD = SURVEY DISK
 HN0691_SETTING: 66 = SET IN ROCK OUTCROP
 HN0691_STAMPING: CHANCE 1953
 HN0691_MARK LOGO: USGS
 HN0691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0691+STABILITY: POSITION/ELEVATION WELL
 HN0691
 HN0691  HISTORY     - Date     Condition        Report By
 HN0691  HISTORY     - 1953     MONUMENTED       USGS
 HN0691
 HN0691                          STATION DESCRIPTION
 HN0691
 HN0691'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0691'LOCATED ABOUT 24.0 MI. SE. OF ESCALANTE, 19.2 MI. S. OF BOULDER AND 6
 HN0691'FT. BACK FROM RIM ON HIGHEST PART OF TOP.
 HN0691'
 HN0691'STATION MARK--STANDARD TABLET, CEMENTED IN LARGE ROCK.
 HN0691'
 HN0691'REFERENCE MARK NO. 1--COPPER NAIL WITH WASHER, CEMENTED IN ROCK,
 HN0691'28.60 FT. FROM STATION MARK, S 86 DEG W.
 HN0691'
 HN0691'REFERENCE MARK NO. 2--COPPER NAIL WITH WASHER, CEMENTED IN ROCK,
 HN0691'29.76 FT. FROM STATION MARK, S 49 DEG 12 MIN E.
 HN0691'
 HN0691'NOTE BY USGS, 1959--ALL MARKS FOUND IN GOOD CONDITION.  STATION
 HN0691'REACHED BY HELICOPTER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0349 ***********************************************************************
 JN0349  DESIGNATION -  CHANCE
 JN0349  PID         -  JN0349
 JN0349  STATE/COUNTY-  UT/EMERY
 JN0349  COUNTRY     -  US
 JN0349  USGS QUAD   -  SALVATION CREEK (2017)
 JN0349
 JN0349                         *CURRENT SURVEY CONTROL
 JN0349  ______________________________________________________________________
 JN0349* NAD 83(1994) POSITION- 38 30 37.14028(N) 111 10 15.64233(W)   ADJUSTED
 JN0349* NAVD 88 ORTHO HEIGHT -  2014.1   (meters)     6608.    (feet) VERTCON3
 JN0349  ______________________________________________________________________
 JN0349  GEOID HEIGHT    -        -18.820 (meters)                     GEOID18
 JN0349  LAPLACE CORR    -         -5.72  (seconds)                    DEFLEC18
 JN0349  HORZ ORDER      -  SECOND
 JN0349
 JN0349.The horizontal coordinates were established by classical geodetic methods
 JN0349.and adjusted by the National Geodetic Survey in November 1997.
 JN0349
 JN0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0349
 JN0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0349.GEOID18 height accuracy estimate available here.
 JN0349
 JN0349.Click photographs - Photos may exist for this station.
 JN0349
 JN0349.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0349
 JN0349. The following values were computed from the NAD 83(1994) position.
 JN0349
 JN0349;                    North         East     Units Scale Factor Converg.
 JN0349;SPC UT C     - 2,019,702.662   528,699.083   MT  1.00016334   +0 12 38.7
 JN0349;SPC UT C     - 6,626,307.82  1,734,573.57   sFT  1.00016334   +0 12 38.7
 JN0349;SPC UT S     - 3,204,674.843   528,695.307   MT  1.00003156   +0 12 05.6
 JN0349;SPC UT S     -10,514,004.05  1,734,561.19   sFT  1.00003156   +0 12 05.6
 JN0349;UTM  12      - 4,262,452.044   485,090.261   MT  0.99960274   -0 06 23.3
 JN0349
 JN0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0349!SPC UT C     -   0.99968702  x   1.00016334  =   0.99985031
 JN0349!SPC UT S     -   0.99968702  x   1.00003156  =   0.99971857
 JN0349!UTM  12      -   0.99968702  x   0.99960274  =   0.99928989
 JN0349
 JN0349:                Primary Azimuth Mark                     Grid Az
 JN0349:SPC UT C     -  CHANCE AZ MK                             319 25 03.4
 JN0349:SPC UT S     -  CHANCE AZ MK                             319 25 36.5
 JN0349:UTM  12      -  CHANCE AZ MK                             319 44 05.4
 JN0349
 JN0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH8509062452(NAD 83)
 JN0349
 JN0349|---------------------------------------------------------------------|
 JN0349| PID    Reference Object                     Distance      Geod. Az  |
 JN0349|                                                           dddmmss.s |
 JN0349| CM5309 CHANCE RM 1                           5.607 METERS 02929     |
 JN0349| CM5310 CHANCE RM 2                           6.632 METERS 10447     |
 JN0349| JN0348 CHANCE ROCK CAIRN                     7.200 METERS 23438     |
 JN0349| CM5308 CHANCE AZ MK                                       3193742.1 |
 JN0349|---------------------------------------------------------------------|
 JN0349
 JN0349                          SUPERSEDED SURVEY CONTROL
 JN0349
 JN0349  NAD 83(1986)-  38 30 37.13224(N)    111 10 15.63717(W) AD(       ) 2
 JN0349  NAD 27      -  38 30 37.20909(N)    111 10 13.04089(W) AD(       ) 2
 JN0349  NGVD 29 (07/19/86) 2013.0    (m)         6604.     (f) VERT ANG       
 JN0349
 JN0349.Superseded values are not recommended for survey control.
 JN0349
 JN0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0349.See file dsdata.pdf to determine how the superseded data were derived.
 JN0349
 JN0349_MARKER: DS = TRIANGULATION STATION DISK
 JN0349_SETTING: 66 = SET IN ROCK OUTCROP
 JN0349_STAMPING: CHANCE 1938
 JN0349_MARK LOGO: CGS
 JN0349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0349+STABILITY: POSITION/ELEVATION WELL
 JN0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0349+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2021
 JN0349
 JN0349  HISTORY     - Date     Condition        Report By
 JN0349  HISTORY     - 1938     MONUMENTED       CGS
 JN0349  HISTORY     - 1952     GOOD             USGS
 JN0349  HISTORY     - 20210228 GOOD             INDIV
 JN0349
 JN0349                          STATION DESCRIPTION
 JN0349
 JN0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JN0349'STATION IS ABOUT 30 MILES S OF EMERY, AND ABOUT 12 MILES E
 JN0349'BY S OF JEFFERY RANCH NEAR HIGHEST POINT OF A FLAT-TOPPED
 JN0349'BUTTE, WITH A FEW CEDAR TREES ON TOP.  BUTTE HAS VERTICAL
 JN0349'CLIFFS ABOUT 100 FEET HIGH ON ALL SIDES.
 JN0349'
 JN0349'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 JN0349'OUTCROPPING BEDROCK AS DESCRIBED.  AZIMUTH
 JN0349'MARK IS A STANDARD BRONZE DISK IN A BOULDER AS DESCRIBED.
 JN0349'
 JN0349'STATION IS REACHED FROM EMERY AS FOLLOWS--FROM POST OFFICE
 JN0349'FOLLOW UTAH 10 S AND W 15.8 MILES TO A FORK AND A SIGN FISH
 JN0349'LAKE 45 MI, TAKE L FORK (SOUTHERLY OFF UTAH 10) AND GO OVER
 JN0349'MOUNTAINS ON MAIN-TRAVELED ROAD (GRADED DIRT) 24.0 MILES TO
 JN0349'A SIDE ROAD TO L AND SIGN ELKHORN R.S.9, THOUSAND LAKE MT.
 JN0349'THENCE TURN L (EASTERLY) AND GO 3.3 MILES UP MOUNTAIN TO A
 JN0349'FORK, TAKE R FORK (EASTERLY) AND GO 1.4 MILES TO A FORK AND
 JN0349'A SIGN JEFFERY RANCH 9, TAKE L FORK (EASTERLY) AND GO DOWN
 JN0349'MOUNTAIN ON MAIN ROAD (GRADED DIRT) 8.3 MILES TO JEFFERY
 JN0349'RANCH.  THENCE FOLLOW EASTERLY ALONG S SIDE OF CORRALS AND
 JN0349'RANCH BUILDINGS TO A GATE ENTERING RANCHYARD AND A
 JN0349'FORK, TAKE R FORK AND FOLLOW A TRAIL ROAD EASTERLY 2.0
 JN0349'MILES TO A FORK, TAKE R FORK (EASTERLY) AND GO 0.45 MILE TO
 JN0349'A POLE GATE AND A CORRAL.  THENCE CONTINUE STRAIGHT AHEAD
 JN0349'ON A R FORK, THRU GATE AND GO EASTERLY ACROSS A PLAIN 7.6
 JN0349'MILES TO A FORK (L FORK GOES TO AN OIL WELL), THEN TAKE R
 JN0349'FORK (EASTERLY) DOWN A WASH AND GO 0.3 MILE.  THENCE LEAVE
 JN0349'WASH (TURN R SOUTHEASTERLY ONTO A DIM ROAD ON BANK).  AZIMUTH
 JN0349'MARK LIES ABOUT 0.1 MILE W OF THIS POINT ON S BANK OF
 JN0349'WASH, AND ON A SMALL BLACK-TOPPED KNOLL ABOUT 70 YARDS FROM
 JN0349'WASH BED.  FOLLOW TRACK ROAD 0.4 MILE TO A DIM FORK, TAKE
 JN0349'R FORK (SOUTHEASTERLY) UP HILL AND GO 1.35 MILES TO A
 JN0349'NARROW FORK JUST BEFORE COMING TO CREST OF A LOW RIDGE.
 JN0349'THEN TURN L OFF TRACK ROAD AND GO EASTERLY ABOUT 0.85
 JN0349'MILE (ACROSS COUNTRY) TO FOOT OF A FLAT-TOPPED BUTTE.  END OF
 JN0349'TRUCK TRAVEL.  FROM END OF TRUCK TRAVEL PACK
 JN0349'SOUTHEASTERLY, TOWARDS S END OF BUTTE, TO A POINT AT BASE
 JN0349'OF CLIFFS ENCIRCLING BUTTE.  THENCE FOLLOW AT BASE OF CLIFFS
 JN0349'AROUND SOUTHERN END OF BUTTE TO A LARGE CLEFT ON CLIFF IN
 JN0349'S RIM OF BUTTE.  THENCE UP CLEFT TO TOP OF BUTTE, THEN PACK
 JN0349'SOUTHEASTERLY ABOUT 200 YARDS TO HIGHEST POINT AND STATION.
 JN0349'
 JN0349'STATION IS ABOUT 25 FEET N OF SOUTHERN RIM OF BUTTE, AND 7.2
 JN0349'METERS E OF A LARGE CAIRN, WHICH IS ON HIGHEST POINT OF BUTTE.
 JN0349'
 JN0349'REFERENCE MARK NO. 1 IS ABOUT 4 FEET LOWER THAN STATION,
 JN0349'AND REFERENCE MARK NO. 2 IS ABOUT 2 FEET HIGHER THAN STATION.
 JN0349'
 JN0349'AZIMUTH MARK IS A STANDARD DISK AZIMUTH MARK SET IN A BOULDER
 JN0349'(ROUND-SHAPED AND ABOUT 3 FEET THRU) ABOUT 1 FOOT ABOVE
 JN0349'GROUND SURFACE.  IT IS ABOUT 2-1/2 MILES NW OF STATION ON
 JN0349'TOP OF A SMALL BLACK-TOPPED KNOLL, AND IS ABOUT 70 YARDS S OF
 JN0349'ROAD TO STATION, WHERE ROAD PASSES UP A WASH.
 JN0349
 JN0349                          STATION RECOVERY (1952)
 JN0349
 JN0349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 JN0349'RECOVERED-ALL MARKS IN GOOD CONDITION.
 JN0349
 JN0349                          STATION RECOVERY (2021)
 JN0349
 JN0349'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 JN0349'TO REACH FROM UTAH IH-70, TAKE EXIT 91 SOUTH AND FOLLOW THE MAIN ROAD,
 JN0349'CR921, FOR 7.3 MI (11.7 KM) TO A MAJOR INTERSECTION.  CONTINUE SOUTH,
 JN0349'SIGNED CATHEDRAL FOR 3.8 MI (6.1 KM) AND TAKE THE RIGHT FORK.  STAY ON
 JN0349'THE MAIN ROAD AND GO 10 MI (16.1 KM).  THIS PASSES SOLOMON'S TEMPLE ON
 JN0349'THE WEST SIDE AND PASSES THROUGH A WASH.  AFTER EXITING THE WASH TAKE
 JN0349'THE LEFT FORK ONTO CR920 AND GO 1 MI (1.6 KM).  TAKE THE LEFT FORK AND
 JN0349'GO 6.6 MI (10.6 KM).  TURN RIGHT AND GO 0.25 MI (0.40 KM) TO THE END
 JN0349'OF VEHICLE TRAVEL.
 JN0349'
 JN0349'FROM HERE HIKE SOUTHEAST TOWARD THE BUTTE, WHEN AT THE BASE OF THE
 JN0349'BUTTE ADJACENT TO A LARGE CIRCULAR CLEFT ASCEND UP THE RIGHT SIDE TO
 JN0349'THE BASE OF THE VERTICAL CLIFF WALL.  THEN FOLLOW THE CLIFF WALL
 JN0349'AROUND TO THE SOUTH SIDE TO THE 1938 DESCRIPTION.  THE PATH TO ASCEND
 JN0349'IS OBVIOUS ONCE THERE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0348 ***********************************************************************
 JN0348  DESIGNATION -  CHANCE ROCK CAIRN
 JN0348  PID         -  JN0348
 JN0348  STATE/COUNTY-  UT/EMERY
 JN0348  COUNTRY     -  US
 JN0348  USGS QUAD   -  SALVATION CREEK (2017)
 JN0348
 JN0348                         *CURRENT SURVEY CONTROL
 JN0348  ______________________________________________________________________
 JN0348* NAD 83(1994) POSITION- 38 30 37.00512(N) 111 10 15.88466(W)   ADJUSTED
 JN0348* NAVD 88 ORTHO HEIGHT -  2015.    (meters)     6611.    (feet) SCALED
 JN0348  ______________________________________________________________________
 JN0348  GEOID HEIGHT    -        -18.820 (meters)                     GEOID18
 JN0348  LAPLACE CORR    -         -5.71  (seconds)                    DEFLEC18
 JN0348  HORZ ORDER      -  THIRD
 JN0348
 JN0348.The horizontal coordinates were established by classical geodetic methods
 JN0348.and adjusted by the National Geodetic Survey in November 1997.
 JN0348
 JN0348.The orthometric height was scaled from a topographic map.
 JN0348
 JN0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0348.GEOID18 height accuracy estimate available here.
 JN0348
 JN0348.Click photographs - Photos may exist for this station.
 JN0348
 JN0348.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0348
 JN0348. The following values were computed from the NAD 83(1994) position.
 JN0348
 JN0348;                    North         East     Units Scale Factor Converg.
 JN0348;SPC UT C     - 2,019,698.472   528,693.226   MT  1.00016336   +0 12 38.5
 JN0348;SPC UT C     - 6,626,294.07  1,734,554.36   sFT  1.00016336   +0 12 38.5
 JN0348;SPC UT S     - 3,204,670.654   528,689.450   MT  1.00003155   +0 12 05.5
 JN0348;SPC UT S     -10,513,990.30  1,734,541.97   sFT  1.00003155   +0 12 05.5
 JN0348;UTM  12      - 4,262,447.889   485,084.384   MT  0.99960274   -0 06 23.5
 JN0348
 JN0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0348!SPC UT C     -   0.99968687  x   1.00016336  =   0.99985018
 JN0348!SPC UT S     -   0.99968687  x   1.00003155  =   0.99971841
 JN0348!UTM  12      -   0.99968687  x   0.99960274  =   0.99928973
 JN0348
 JN0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH8508462447(NAD 83)
 JN0348
 JN0348                          SUPERSEDED SURVEY CONTROL
 JN0348
 JN0348  NAD 83(1986)-  38 30 36.99708(N)    111 10 15.87950(W) AD(       ) 3
 JN0348  NAD 27      -  38 30 37.07400(N)    111 10 13.28300(W) AD(       ) 3
 JN0348
 JN0348.Superseded values are not recommended for survey control.
 JN0348
 JN0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0348.See file dsdata.pdf to determine how the superseded data were derived.
 JN0348
 JN0348_MARKER: 72 = CAIRN
 JN0348
 JN0348  HISTORY     - Date     Condition        Report By
 JN0348  HISTORY     - 1938     FIRST OBSERVED   CGS
 JN0348  HISTORY     - 20210228 GOOD             INDIV
 JN0348
 JN0348                          STATION DESCRIPTION
 JN0348
 JN0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JN0348'STATION IS REACHED FROM EMERY AS FOLLOWS--FROM POST OFFICE
 JN0348'FOLLOW UTAH 10 S AND W 15.8 MILES TO A FORK AND A SIGN FISH
 JN0348'LAKE 45 MI, TAKE L FORK (SOUTHERLY OFF UTAH 10) AND GO OVER
 JN0348'MOUNTAINS ON MAIN-TRAVELED ROAD (GRADED DIRT) 24.0 MILES TO
 JN0348'A SIDE ROAD TO L AND SIGN ELKHORN R.S.9, THOUSAND LAKE MT.
 JN0348'THENCE TURN L (EASTERLY) AND GO 3.3 MILES UP MOUNTAIN TO A
 JN0348'FORK, TAKE R FORK (EASTERLY) AND GO 1.4 MILES TO A FORK AND
 JN0348'A SIGN JEFFERY RANCH 9, TAKE L FORK (EASTERLY) AND GO DOWN
 JN0348'MOUNTAIN ON MAIN ROAD (GRADED DIRT) 8.3 MILES TO JEFFERY
 JN0348'RANCH.  THENCE FOLLOW EASTERLY ALONG S SIDE OF CORRALS AND
 JN0348'RANCH BUILDINGS TO A GATE ENTERING RANCHYARD AND A
 JN0348'FORK, TAKE R FORK AND FOLLOW A TRAIL ROAD EASTERLY 2.0
 JN0348'MILES TO A FORK, TAKE R FORK (EASTERLY) AND GO 0.45 MILE TO
 JN0348'A POLE GATE AND A CORRAL.  THENCE CONTINUE STRAIGHT AHEAD
 JN0348'ON A R FORK, THRU GATE AND GO EASTERLY ACROSS A PLAIN 7.6
 JN0348'MILES TO A FORK (L FORK GOES TO AN OIL WELL), THEN TAKE R
 JN0348'FORK (EASTERLY) DOWN A WASH AND GO 0.3 MILE.  THENCE LEAVE
 JN0348'WASH (TURN R SOUTHEASTERLY ONTO A DIM ROAD ON BANK).  AZIMUTH
 JN0348'MARK LIES ABOUT 0.1 MILE W OF THIS POINT ON S BANK OF
 JN0348'WASH, AND ON A SMALL BLACK-TOPPED KNOLL ABOUT 70 YARDS FROM
 JN0348'WASH BED.  FOLLOW TRACK ROAD 0.4 MILE TO A DIM FORK, TAKE
 JN0348'R FORK (SOUTHEASTERLY) UP HILL AND GO 1.35 MILES TO A
 JN0348'NARROW FORK JUST BEFORE COMING TO CREST OF A LOW RIDGE.
 JN0348'THEN TURN L OFF TRACK ROAD AND GO EASTERLY ABOUT 0.85
 JN0348'MILE (ACROSS COUNTRY) TO FOOT OF A FLAT-TOPPED BUTTE.  END OF
 JN0348'TRUCK TRAVEL.  FROM END OF TRUCK TRAVEL PACK
 JN0348'SOUTHEASTERLY, TOWARDS S END OF BUTTE, TO A POINT AT BASE
 JN0348'OF CLIFFS ENCIRCLING BUTTE.  THENCE FOLLOW AT BASE OF CLIFFS
 JN0348'AROUND SOUTHERN END OF BUTTE TO A LARGE CLEFT ON CLIFF IN
 JN0348'S RIM OF BUTTE.  THENCE UP CLEFT TO TOP OF BUTTE, THEN PACK
 JN0348'SOUTHEASTERLY ABOUT 200 YARDS TO HIGHEST POINT AND STATION.
 JN0348'
 JN0348'STATION IS ABOUT 25 FEET N OF SOUTHERN RIM OF BUTTE, AND 7.2
 JN0348'METERS E OF A LARGE CAIRN, WHICH IS ON HIGHEST POINT OF BUTTE.
 JN0348
 JN0348                          STATION RECOVERY (2021)
 JN0348
 JN0348'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 JN0348'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0765 ***********************************************************************
 LO0765  DESIGNATION -  CHARLESTON
 LO0765  PID         -  LO0765
 LO0765  STATE/COUNTY-  UT/WASATCH
 LO0765  COUNTRY     -  US
 LO0765  USGS QUAD   -  CHARLESTON (2017)
 LO0765
 LO0765                         *CURRENT SURVEY CONTROL
 LO0765  ______________________________________________________________________
 LO0765* NAD 83(1994) POSITION- 40 28 40.77412(N) 111 27 08.84433(W)   ADJUSTED
 LO0765* NAVD 88 ORTHO HEIGHT -  1677.4   (meters)     5503.    (feet) VERTCON3
 LO0765  ______________________________________________________________________
 LO0765  GEOID HEIGHT    -        -15.813 (meters)                     GEOID18
 LO0765  LAPLACE CORR    -          3.05  (seconds)                    DEFLEC18
 LO0765  HORZ ORDER      -  THIRD
 LO0765
 LO0765.The horizontal coordinates were established by classical geodetic methods
 LO0765.and adjusted by the National Geodetic Survey in November 1997.
 LO0765
 LO0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0765
 LO0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0765.GEOID18 height accuracy estimate available here.
 LO0765
 LO0765.Click photographs - Photos may exist for this station.
 LO0765
 LO0765.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0765
 LO0765. The following values were computed from the NAD 83(1994) position.
 LO0765
 LO0765;                    North         East     Units Scale Factor Converg.
 LO0765;SPC UT C     - 2,238,104.469   504,031.297   MT  0.99996174   +0 01 49.6
 LO0765;SPC UT C     - 7,342,847.75  1,653,642.68   sFT  0.99996174   +0 01 49.6
 LO0765;UTM  12      - 4,480,910.242   461,649.005   MT  0.99961810   -0 17 37.4
 LO0765
 LO0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0765!SPC UT C     -   0.99973941  x   0.99996174  =   0.99970116
 LO0765!UTM  12      -   0.99973941  x   0.99961810  =   0.99935761
 LO0765
 LO0765:                Primary Azimuth Mark                     Grid Az
 LO0765:SPC UT C     -  MIDWAY                                   304 22 02.8
 LO0765:UTM  12      -  MIDWAY                                   304 41 29.8
 LO0765
 LO0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK6164980910(NAD 83)
 LO0765
 LO0765|---------------------------------------------------------------------|
 LO0765| PID    Reference Object                     Distance      Geod. Az  |
 LO0765|                                                           dddmmss.s |
 LO0765| LO0764 MIDWAY                              APPROX. 4.2 KM 3042352.4 |
 LO0765|---------------------------------------------------------------------|
 LO0765
 LO0765                          SUPERSEDED SURVEY CONTROL
 LO0765
 LO0765  NAD 83(1993)-  40 28 40.77356(N)    111 27 08.84258(W) AD(       ) 3
 LO0765  NAD 83(1986)-  40 28 40.76137(N)    111 27 08.83443(W) AD(       ) 3
 LO0765  NAD 27      -  40 28 40.91978(N)    111 27 06.15847(W) AD(       ) 3
 LO0765  NGVD 29 (07/19/86) 1676.3    (m)         5500.     (f) VERT ANG       
 LO0765
 LO0765.Superseded values are not recommended for survey control.
 LO0765
 LO0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0765.See file dsdata.pdf to determine how the superseded data were derived.
 LO0765
 LO0765_MARKER: DD = SURVEY DISK
 LO0765_SETTING: 80 = SET IN A BOULDER
 LO0765_STAMPING: CHARLESTON 1946
 LO0765_MARK LOGO: USGS
 LO0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0765+STABILITY: SURFACE MOTION
 LO0765
 LO0765  HISTORY     - Date     Condition        Report By
 LO0765  HISTORY     - 1946     MONUMENTED       USGS
 LO0765  HISTORY     - 20101211 MARK NOT FOUND   GEOCAC
 LO0765
 LO0765                          STATION DESCRIPTION
 LO0765
 LO0765'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 LO0765'LOCATED 1 MI. N. AND 1 MI. E. OF CHARLESTON, 25 FT. S. OF CENTER OF
 LO0765'E-W. RD., 86 FT. W. OF CENTER OF AN OLD RAILROAD GRADE, 20 FT. W. OF A
 LO0765'FENCE CORNER, IN E-W. FENCE LINE.
 LO0765'
 LO0765'TO REACH FROM HEBER POST OFFICE, DRIVE S. FOR 0.9 MI. ON U.S. HIGHWAYS
 LO0765'189 AND 40, TURN RIGHT SW. FOR 1.6 MI. ON U.S. HIGHWAY 189 TO A ZIGZAG
 LO0765'CROSSROADS, GO RIGHT W. 0.9 MI. TO END OF TRUCK TRAVEL AND THE
 LO0765'STATION.  STATION IS 30 FT. S. OF RD.
 LO0765'
 LO0765'STATION MARK - STANDARD TABLET STAMPED ---CHARLESTON 1946--- SET IN
 LO0765'TOP OF BOULDER.
 LO0765'
 LO0765'REFERENCE MARK - NGS BENCHMARK STAMPED ---J 85 1934--- SET IN TOP OF
 LO0765'CONCRETE POST, 171.23 FT. FROM STATION MARK, N 87 DEG 24 MIN E.
 LO0765
 LO0765                          STATION RECOVERY (2010)
 LO0765
 LO0765'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 LO0765'THERE IS A LANDSCAPED HUMP IN THE RESIDENTIAL YARD AT THIS LOCATION.
 LO0765'DID NOT ACQUIRE PERMISSION TO SEARCH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0530 ***********************************************************************
 LO0530  DESIGNATION -  CHASE LANE
 LO0530  PID         -  LO0530
 LO0530  STATE/COUNTY-  UT/DAVIS
 LO0530  COUNTRY     -  US
 LO0530  USGS QUAD   -  FARMINGTON (2017)
 LO0530
 LO0530                         *CURRENT SURVEY CONTROL
 LO0530  ______________________________________________________________________
 LO0530* NAD 83(1986) POSITION- 40 55 45.     (N) 111 53 33.     (W)   SCALED
 LO0530* NAVD 88 ORTHO HEIGHT -  1286.868 (meters)     4222.00  (feet) ADJUSTED
 LO0530  ______________________________________________________________________
 LO0530  GEOID HEIGHT    -        -16.627 (meters)                     GEOID18
 LO0530  DYNAMIC HEIGHT  -       1285.883 (meters)     4218.77  (feet) COMP
 LO0530  MODELED GRAVITY -    979,815.4   (mgal)                       NAVD 88
 LO0530
 LO0530  VERT ORDER      -  FIRST     CLASS I
 LO0530
 LO0530.The horizontal coordinates were scaled from a map and have
 LO0530.an estimated accuracy of +/- 6 seconds.
 LO0530
 LO0530.The orthometric height was determined by differential leveling and
 LO0530.adjusted by the NATIONAL GEODETIC SURVEY
 LO0530.in June 1991.
 LO0530
 LO0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0530.GEOID18 height accuracy estimate available here.
 LO0530
 LO0530.Click photographs - Photos may exist for this station.
 LO0530
 LO0530.The dynamic height is computed by dividing the NAVD 88
 LO0530.geopotential number by the normal gravity value computed on the
 LO0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0530.degrees latitude (g = 980.6199 gals.).
 LO0530
 LO0530.The modeled gravity was interpolated from observed gravity values.
 LO0530
 LO0530;                    North         East    Units  Estimated Accuracy
 LO0530;SPC UT N     - 1,066,240.      466,940.      MT  (+/- 180 meters Scaled)
 LO0530
 LO0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL248312(NAD 83)
 LO0530
 LO0530                          SUPERSEDED SURVEY CONTROL
 LO0530
 LO0530  NGVD 29 (??/??/92) 1285.924  (m)         4218.90   (f) ADJ UNCH    1 1
 LO0530
 LO0530.Superseded values are not recommended for survey control.
 LO0530
 LO0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0530.See file dsdata.pdf to determine how the superseded data were derived.
 LO0530
 LO0530_MARKER: DD = SURVEY DISK
 LO0530_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0530_SP_SET: CULVERT
 LO0530_STAMPING: 4218.889
 LO0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0530
 LO0530  HISTORY     - Date     Condition        Report By
 LO0530  HISTORY     - UNK      MONUMENTED       UTDH
 LO0530  HISTORY     - 1967     GOOD             CGS
 LO0530
 LO0530                          STATION DESCRIPTION
 LO0530
 LO0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0530'3.2 MI N FROM WOODS CROSS.
 LO0530'3.2 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LO0530'WOODS CROSS, 3 POLES NORTH OF MILEPOLE 25, IN THE TOP OF THE SOUTHEAST
 LO0530'END OF THE SOUTHEAST CONCRETE WING WALL OF CULVERT 24.91, 12.8 FEET
 LO0530'EAST OF THE EAST RAIL OF THE EAST TRACK, 25 FEET NORTH OF THE EXTENDED
 LO0530'CENTER LINE OF 2900 SOUTH STREET, AND ABOUT 3 FEET LOWER THAN THE
 LO0530'TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0695 ***********************************************************************
 LN0695  DESIGNATION -  CHEPETA
 LN0695  PID         -  LN0695
 LN0695  STATE/COUNTY-  UT/DAGGETT
 LN0695  COUNTRY     -  US
 LN0695  USGS QUAD   -  WHITEROCKS LAKE (2017)
 LN0695
 LN0695                         *CURRENT SURVEY CONTROL
 LN0695  ______________________________________________________________________
 LN0695* NAD 83(1994) POSITION- 40 48 35.97989(N) 109 58 21.65056(W)   ADJUSTED
 LN0695* NAVD 88 ORTHO HEIGHT -  3740.7   (meters)    12273.    (feet) VERTCON3
 LN0695  ______________________________________________________________________
 LN0695  GEOID HEIGHT    -        -12.220 (meters)                     GEOID18
 LN0695  LAPLACE CORR    -         -7.08  (seconds)                    DEFLEC18
 LN0695  HORZ ORDER      -  THIRD
 LN0695
 LN0695.The horizontal coordinates were established by classical geodetic methods
 LN0695.and adjusted by the National Geodetic Survey in November 1997.
 LN0695
 LN0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0695
 LN0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0695.GEOID18 height accuracy estimate available here.
 LN0695
 LN0695.Click photographs - Photos may exist for this station.
 LN0695
 LN0695.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0695
 LN0695. The following values were computed from the NAD 83(1994) position.
 LN0695
 LN0695;                    North         East     Units Scale Factor Converg.
 LN0695;SPC UT N     - 1,054,065.170   628,861.194   MT  0.99998625   +1 00 25.4
 LN0695;SPC UT N     - 3,458,212.15  2,063,188.77   sFT  0.99998625   +1 00 25.4
 LN0695;UTM  12      - 4,518,172.696   586,647.448   MT  0.99969241   +0 40 17.2
 LN0695
 LN0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0695!SPC UT N     -   0.99941548  x   0.99998625  =   0.99940174
 LN0695!UTM  12      -   0.99941548  x   0.99969241  =   0.99910807
 LN0695
 LN0695:                Primary Azimuth Mark                     Grid Az
 LN0695:SPC UT N     -  CLIFF                                    176 12 08.8
 LN0695:UTM  12      -  CLIFF                                    176 32 17.0
 LN0695
 LN0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL8664718172(NAD 83)
 LN0695
 LN0695|---------------------------------------------------------------------|
 LN0695| PID    Reference Object                     Distance      Geod. Az  |
 LN0695|                                                           dddmmss.s |
 LN0695| LN0689 CLIFF                               APPROX.11.2 KM 1771234.2 |
 LN0695|---------------------------------------------------------------------|
 LN0695
 LN0695                          SUPERSEDED SURVEY CONTROL
 LN0695
 LN0695  NAD 83(1993)-  40 48 35.97971(N)    109 58 21.65081(W) AD(       ) 3
 LN0695  NAD 83(1986)-  40 48 35.96032(N)    109 58 21.63907(W) AD(       ) 3
 LN0695  NAD 27      -  40 48 36.13162(N)    109 58 19.07329(W) AD(       ) 3
 LN0695  NGVD 29 (07/19/86) 3739.0    (m)        12267.     (f) VERT ANG       
 LN0695
 LN0695.Superseded values are not recommended for survey control.
 LN0695
 LN0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0695.See file dsdata.pdf to determine how the superseded data were derived.
 LN0695
 LN0695_MARKER: DD = SURVEY DISK
 LN0695_SETTING: 66 = SET IN ROCK OUTCROP
 LN0695_STAMPING: CHEPETA 1958
 LN0695_MARK LOGO: USFS
 LN0695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0695+STABILITY: POSITION/ELEVATION WELL
 LN0695
 LN0695  HISTORY     - Date     Condition        Report By
 LN0695  HISTORY     - 1958     MONUMENTED       USFS
 LN0695
 LN0695                          STATION DESCRIPTION
 LN0695
 LN0695'DESCRIBED BY US FOREST SERVICE 1958
 LN0695'LOCATED ABOUT 38 MI. SE. OF MOUNTAIN VIEW, WYOMING, 33 MI. NW. OF
 LN0695'VERNAL, UTAH, 18 MI. SW. OF MANILA, UTAH, ON A BROAD BARREN PEAK ON
 LN0695'THE E. END OF THE UINTA MOUNTAINS AT THE HEAD OF WHITEROCKS CREEK
 LN0695'AND THE S. FORK OF SHEEP CREEK, NEAR THE CORNER OF DAGGETT, UINTA AND
 LN0695'DUCHESNE COUNTIES.
 LN0695'
 LN0695'REACHED BY HELICOPTER.
 LN0695'
 LN0695'STATION MARK - STATION MARK IS A STANDARD U.S. DEPARTMENT OF
 LN0695'AGRICULTURE, FOREST SERVICE BRONZE TABLET STAMPED ---CHEPETA 1958---
 LN0695'CEMENTED IN DRILL HOLE IN SOLID ROCK.
 LN0695'
 LN0695'CHEPETA ECC., A USGS ALUMINUM TABLET STAMPED ---12,280--- CEMENTED
 LN0695'INTO DRILL HOLE IN A LARGE ROCK 8.8 FT. ABOVE STATION MARK, AND
 LN0695'LOCATED 455.07 FT. FROM THE STATION MARK, N 67 DEG 40 MIN E.
 LN0695'
 LN0695'REFERENCE MARK NO.2 AN ETCHED CROSS ON A FLAT ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0872 ***********************************************************************
 LO0872  DESIGNATION -  CHERRY
 LO0872  PID         -  LO0872
 LO0872  STATE/COUNTY-  UT/SALT LAKE
 LO0872  COUNTRY     -  US
 LO0872  USGS QUAD   -  DRAPER (2017)
 LO0872
 LO0872                         *CURRENT SURVEY CONTROL
 LO0872  ______________________________________________________________________
 LO0872* NAD 83(1994) POSITION- 40 30 52.22698(N) 111 50 04.99882(W)   ADJUSTED
 LO0872* NAVD 88 ORTHO HEIGHT -  1580.5   (meters)     5185.    (feet) VERTCON3
 LO0872  ______________________________________________________________________
 LO0872  GEOID HEIGHT    -        -16.867 (meters)                     GEOID18
 LO0872  LAPLACE CORR    -         26.79  (seconds)                    DEFLEC18
 LO0872  HORZ ORDER      -  FIRST
 LO0872
 LO0872.The horizontal coordinates were established by classical geodetic methods
 LO0872.and adjusted by the National Geodetic Survey in November 1997.
 LO0872
 LO0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0872
 LO0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0872.GEOID18 height accuracy estimate available here.
 LO0872
 LO0872.Click photographs - Photos may exist for this station.
 LO0872
 LO0872.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0872
 LO0872. The following values were computed from the NAD 83(1994) position.
 LO0872
 LO0872;                    North         East     Units Scale Factor Converg.
 LO0872;SPC UT C     - 2,242,211.078   471,633.429   MT  0.99996911   -0 12 51.9
 LO0872;SPC UT C     - 7,356,320.85  1,547,350.67   sFT  0.99996911   -0 12 51.9
 LO0872;UTM  12      - 4,485,199.710   429,285.638   MT  0.99966155   -0 32 32.2
 LO0872
 LO0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0872!SPC UT C     -   0.99975478  x   0.99996911  =   0.99972390
 LO0872!UTM  12      -   0.99975478  x   0.99966155  =   0.99941641
 LO0872
 LO0872:                Primary Azimuth Mark                     Grid Az
 LO0872:SPC UT C     -  CHERRY AZ MK                             180 18 01.4
 LO0872:UTM  12      -  CHERRY AZ MK                             180 37 41.7
 LO0872
 LO0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2928585199(NAD 83)
 LO0872
 LO0872|---------------------------------------------------------------------|
 LO0872| PID    Reference Object                     Distance      Geod. Az  |
 LO0872|                                                           dddmmss.s |
 LO0872| CM5316 CHERRY AZ MK                                       1800509.5 |
 LO0872| CM5317 CHERRY RM 1                           9.004 METERS 18541     |
 LO0872| CM5318 CHERRY RM 2                           9.596 METERS 27800     |
 LO0872|---------------------------------------------------------------------|
 LO0872
 LO0872                          SUPERSEDED SURVEY CONTROL
 LO0872
 LO0872  NAD 83(1993)-  40 30 52.22680(N)    111 50 04.99800(W) AD(       ) 1
 LO0872  NAD 83(1986)-  40 30 52.21544(N)    111 50 04.99219(W) AD(       ) 1
 LO0872  NAD 27      -  40 30 52.39796(N)    111 50 02.23624(W) AD(       ) 1
 LO0872  NGVD 29 (07/19/86) 1579.4    (m)         5182.     (f) VERT ANG       
 LO0872
 LO0872.Superseded values are not recommended for survey control.
 LO0872
 LO0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0872.See file dsdata.pdf to determine how the superseded data were derived.
 LO0872
 LO0872_MARKER: DS = TRIANGULATION STATION DISK
 LO0872_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0872_STAMPING: CHERRY 1962
 LO0872_MARK LOGO: CGS
 LO0872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0872
 LO0872  HISTORY     - Date     Condition        Report By
 LO0872  HISTORY     - 1962     MONUMENTED       CGS
 LO0872  HISTORY     - 1973     GOOD             NGS
 LO0872
 LO0872                          STATION DESCRIPTION
 LO0872
 LO0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0872'THE STATION IS ON A LOW BENCH JUST ABOVE THE VALLEY FLOOR,
 LO0872'ABOUT 2-1/2 MILES NORTH OF THE SALT LAKE-UTAH COUNTY LINE,
 LO0872'2 MILES EAST-SOUTHEAST OF DRAPER AND 1/4 MILE NORTH OF CHERRY
 LO0872'CANYON.
 LO0872'
 LO0872'TO REACH FROM THE INTERSECTION OF 900 EAST STREET AND 12400
 LO0872'SOUTH STREET IN DRAPER, GO EAST ON 12400 SOUTH STREET FOR
 LO0872'0.45 MILE TO A FORK.  TAKE THE LEFT FORK, EASTERLY, ACROSS
 LO0872'RAILROAD TRACKS FOR 1.15 MILES TO A FORK AT SIGN NO DUMPING
 LO0872'IN THIS AREA.  TAKE THE RIGHT FORK, SOUTHEASTERLY, ON GRADED
 LO0872'ROAD FOR 0.65 MILE TO A DIAGONAL CROSS ROAD.  CONTINUE AHEAD,
 LO0872'UP HILL FOR 0.3 MILE TO A DRAINAGE ON THE LEFT AND END OF
 LO0872'TRUCK TRAVEL.  TO REACH THE AZIMUTH MARK, CONTINUE AHEAD,
 LO0872'UP HILL FOR 0.5 MILE TO A FORK.  TAKE THE RIGHT FORK FOR 0.05
 LO0872'MILE TO THE AZIMUTH MARK ON THE LEFT.  FROM THE END OF TRUCK
 LO0872'TRAVEL, PACK EAST, UP DRAINAGE FOR ABOUT 25 YARDS TO A
 LO0872'TRAIL.  GO LEFT, ON TRAIL, UP STEEP HILL FOR ABOUT 1/4 MILE
 LO0872'TO THE TOP OF THE FIRST BENCH AND STATION.
 LO0872'
 LO0872'STATION MARK IS A STANDARD DISK, STAMPED CHERRY 1962, BRAZED
 LO0872'TO THE TOP OF A 2-INCH IRON PIPE PROJECTING 8 INCHES.  IT IS
 LO0872'ON THE WEST SLOPE OF A BENCH OVERLOOKING THE VALLEY.
 LO0872'
 LO0872'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHERRY NO 1
 LO0872'1962, BRAZED TO THE TOP OF A 2-INCH IRON PIPE PROJECTING 5
 LO0872'INCHES.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 LO0872'
 LO0872'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHERRY NO 2 1962,
 LO0872'BRAZED TO THE TOP OF A 2-INCH IRON PIPE PROJECTING 6 INCHES.
 LO0872'IT IS ABOUT 4 FEET LOWER THAN THE STATION.
 LO0872'
 LO0872'AZIMUTH MARK IS A STANDARD DISK, STAMPED CHERRY 1962, CEMENTED
 LO0872'IN A DRILL HOLE IN A 4 X 5 FOOT BOULDER PROJECTING 2 FEET.
 LO0872'IT IS 174 FEET SOUTH-SOUTHEAST OF THE CENTERLINES OF THE ROAD
 LO0872'FORKS, 64 FEET EAST OF THE CENTERLINE OF A DIRT ROAD AND 3.4
 LO0872'FEET EAST OF A WITNESS POST.
 LO0872
 LO0872                          STATION RECOVERY (1973)
 LO0872
 LO0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0872'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 LO0872'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 LO0872'DISTANCE AND DIRECTION TO ALL THE MARKS COMPARED FAVORABLY WITH THE
 LO0872'1962 DATA.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LO0872'
 LO0872'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH OF THE SALT
 LO0872'LAKE-UTAH COUNTY LINE, 2 MILES EAST-SOUTHEAST OF THE SMALL
 LO0872'SETTLEMENT OF DRAPER AND ON A LOW BENCH ON THE EAST SIDE OF THE
 LO0872'VALLEY.
 LO0872'
 LO0872'TO REACH THE STATION FROM THE INTERSECTION OF 12400 SOUTH AND
 LO0872'900 EAST IN THE SMALL SETTLEMENT OF DRAPER GO EAST ON 12400
 LO0872'SOUTH FOR 0.5 MILE TO A FORK AND A RAILROAD CROSSING.  CONTINUE
 LO0872'EAST ON 12400 SOUTH FOR 1.1 MILES TO A FORK.  TAKE
 LO0872'THE RIGHT FORK AND GO SOUTHEASTERLY ON THE GRAVELED ROAD FOR
 LO0872'1.5 MILES TO A REVERSE FORK ON THE LEFT.  TURN SHARP
 LO0872'LEFT AND GO NORTH ON THE TRACK ROAD FOR ABOUT 200 FEET TO THE
 LO0872'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHERLY ON THE TRACK
 LO0872'ROAD FOR 0.6 MILE TO THE END OF THE ROAD AND A DEEP
 LO0872'WASH.  (NOTE--NO ROOM TO TURN AROUND AT ETT.) PACK
 LO0872'NORTHERLY ACROSS THE WASH, STAYING ABOUT THE SAME ELEVATION,
 LO0872'TO THE NEXT POINT OF THE RIDGE AND THE STATION.
 LO0872'
 LO0872'THE STATION MARK IS A STANDARD DISK STAMPED CHERRY 1962, BRAZED
 LO0872'TO THE TOP OF A 1-1/2-INCH PIPE THAT PROJECTS 8 INCHES ABOVE
 LO0872'THE GROUND SURFACE.
 LO0872'
 LO0872'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHERRY NO 1 1962,
 LO0872'BRAZED TO THE TOP OF A 1-1/2-INCH PIPE THAT PROJECTS 6 INCHES
 LO0872'ABOVE THE GROUND SURFACE.  IT IS ABOUT THE SAME ELEVATION
 LO0872'AS THE STATION.
 LO0872'
 LO0872'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHERRY NO 2 1962,
 LO0872'BRAZED TO THE TOP OF A 1-1/2-INCH PIPE THAT PROJECTS 6 INCHES ABOVE
 LO0872'THE GROUND SURFACE.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 LO0872'
 LO0872'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHERRY 1962,
 LO0872'CEMENTED IN A DRILL HOLE IN A 4X5 FOOT BOULDER THAT PROJECTS 1
 LO0872'FOOT ABOVE THE GROUND SURFACE.  IT IS 64 FEET EAST OF THE
 LO0872'CENTER OF THE GRAVEL TRACK ROAD AND 10 FEET HIGHER THAN THE ROAD.
 LO0872'
 LO0872'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO0872'2 MILES EAST-SOUTHEAST DRAPER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0626 ***********************************************************************
 LN0626  DESIGNATION -  CHEW
 LN0626  PID         -  LN0626
 LN0626  STATE/COUNTY-  UT/UINTAH
 LN0626  COUNTRY     -  US
 LN0626  USGS QUAD   -  SPLIT MOUNTAIN (2017)
 LN0626
 LN0626                         *CURRENT SURVEY CONTROL
 LN0626  ______________________________________________________________________
 LN0626* NAD 83(1994) POSITION- 40 26 56.63054(N) 109 10 15.35016(W)   ADJUSTED
 LN0626* NAVD 88 ORTHO HEIGHT -  2359.1   (meters)     7740.    (feet) VERTCON3
 LN0626  ______________________________________________________________________
 LN0626  GEOID HEIGHT    -        -16.084 (meters)                     GEOID18
 LN0626  LAPLACE CORR    -         10.14  (seconds)                    DEFLEC18
 LN0626  HORZ ORDER      -  FIRST
 LN0626
 LN0626.The horizontal coordinates were established by classical geodetic methods
 LN0626.and adjusted by the National Geodetic Survey in November 1997.
 LN0626
 LN0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0626
 LN0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0626.GEOID18 height accuracy estimate available here.
 LN0626
 LN0626.Click photographs - Photos may exist for this station.
 LN0626
 LN0626.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0626
 LN0626. The following values were computed from the NAD 83(1994) position.
 LN0626
 LN0626;                    North         East     Units Scale Factor Converg.
 LN0626;SPC UT C     - 2,237,463.347   697,548.268   MT  0.99995620   +1 29 31.0
 LN0626;SPC UT C     - 7,340,744.33  2,288,539.61   sFT  0.99995620   +1 29 31.0
 LN0626;UTM  12      - 4,479,207.359   655,105.485   MT  0.99989614   +1 11 12.8
 LN0626
 LN0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0626!SPC UT C     -   0.99963259  x   0.99995620  =   0.99958880
 LN0626!UTM  12      -   0.99963259  x   0.99989614  =   0.99952877
 LN0626
 LN0626:                Primary Azimuth Mark                     Grid Az
 LN0626:SPC UT C     -  CHEW AZ MK                               177 11 02.3
 LN0626:UTM  12      -  CHEW AZ MK                               177 29 20.5
 LN0626
 LN0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK5510579207(NAD 83)
 LN0626
 LN0626|---------------------------------------------------------------------|
 LN0626| PID    Reference Object                     Distance      Geod. Az  |
 LN0626|                                                           dddmmss.s |
 LN0626| CP4686 CHEW RM 2                             4.353 METERS 13301     |
 LN0626| CP4685 CHEW AZ MK                                         1784033.3 |
 LN0626| CP4687 CHEW RM 3                            21.114 METERS 21518     |
 LN0626|---------------------------------------------------------------------|
 LN0626
 LN0626                          SUPERSEDED SURVEY CONTROL
 LN0626
 LN0626  NAD 83(1993)-  40 26 56.62728(N)    109 10 15.34596(W) AD(       ) 1
 LN0626  NAD 83(1992)-  40 26 56.61352(N)    109 10 15.33643(W) AD(       ) 1
 LN0626  NAD 83(1986)-  40 26 56.61333(N)    109 10 15.33651(W) AD(       ) 1
 LN0626  NAD 27      -  40 26 56.74700(N)    109 10 12.88800(W) AD(       ) 1
 LN0626  NGVD 29 (07/19/86) 2357.8    (m)         7736.     (f) VERT ANG       
 LN0626
 LN0626.Superseded values are not recommended for survey control.
 LN0626
 LN0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0626.See file dsdata.pdf to determine how the superseded data were derived.
 LN0626
 LN0626_MARKER: DD = SURVEY DISK
 LN0626_SETTING: 80 = SET IN A BOULDER
 LN0626_STAMPING: CHEW 1939
 LN0626_MARK LOGO: USGS
 LN0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0626+STABILITY: SURFACE MOTION
 LN0626
 LN0626  HISTORY     - Date     Condition        Report By
 LN0626  HISTORY     - 1939     MONUMENTED       USGS
 LN0626  HISTORY     - 1946     GOOD             CGS
 LN0626  HISTORY     - 1946     GOOD             CGS
 LN0626
 LN0626                          STATION DESCRIPTION
 LN0626
 LN0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0626'STATION IS LOCATED ON A PROMINENT SAGEBRUSH-COVERED HILL
 LN0626'WITH A FEW SCATTERED JUNIPER TREES TO SOUTH AND SOUTHWEST,
 LN0626'LOCALLY KNOWN AS YAMPA PLATEAU.  IT IS IN THE DINOSAUR NATIONAL
 LN0626'PARK AREA, ABOUT 19.0 MILES EAST OF VERNAL.  ABOUT 11.5 MILE
 LN0626'AIR LINE SOUTHWEST OF THE JUNCTION OF GREEN RIVER AND YAMPA
 LN0626'RIVER.  ABOUT 10.5 MILES AIR LINE NORTHEAST OF JENSEN, ON AN OPEN
 LN0626'HILL, SET IN A BOULDER THAT PROJECTS 4 INCHES.  IT IS A U.S.
 LN0626'GEOLOGICAL SURVEY MARK STAMPED CHEW 1939.
 LN0626'
 LN0626'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION,
 LN0626'SET IN A BOULDER WHICH PROJECTS 4 INCHES.  IT IS A U.S. GEOLOGICAL
 LN0626'SURVEY REFERENCE MARK STAMPED CHEW NO 2.
 LN0626'
 LN0626'REFERENCE MARK NO. 3 IS AT THE SAME ELEVATION AS THE STATION,
 LN0626'SET IN A BOULDER WHICH PROJECTS 4 INCHES, AND IS STAMPED--CHEW
 LN0626'NO 3 1946
 LN0626'
 LN0626'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTH OF THE STATION.
 LN0626'SET IN A BOULDER AND IS STAMPED--CHEW 1946
 LN0626'
 LN0626'TO REACH FROM JENSEN AND GREEN RIVER BRIDGE, GO EAST ON U.S.
 LN0626'HIGHWAY NO. 40 FOR 11.9 MILES TO ROAD LEFT (OLD HIGHWAY).
 LN0626'TURN LEFT (N) AND GO 1.1 MILE TO FORK.  TAKE LEFT FORK AND
 LN0626'CONTINUE ON MAIN TRAVELED ROAD FOR 11.3 MILES TO FORK AT SUMMIT.
 LN0626'TAKE LEFT FORK AND CONTINUE ON MAIN TRAVELED ROAD FOR 4.35
 LN0626'MILES TO Y.  TAKE LEFT FORK WHICH IS THE MAIN ROAD AND GO 0.25
 LN0626'MILE TO Y-INTERSECTION.  TAKE LEFT FORK FOR 0.9 MILE TO 3
 LN0626'FORKS.  TAKE RIGHT FORK FOR 0.8 MILE TO FORK.  TAKE LEFT FORK ON
 LN0626'MAIN TRAVELED ROAD FOR 1.4 MILES TO POND ON LEFT.  CONTINUE
 LN0626'FOR 1.5 MILES TO Y-INTERSECTION.  TAKE LEFT FORK LEAVING
 LN0626'MAIN TRAVELED ROAD AND GO 0.3 MILE TO CROSSROAD.
 LN0626'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO CORRAL ON RIGHT.
 LN0626'CONTINUE 0.45 MILE TO FORK.  TAKE LEFT FORK FOR 0.45 MILE
 LN0626'TO FORK.  TAKE RIGHT FORK FOR 0.3 MILE TO FORK.  TAKE LEFT
 LN0626'FORK FOR 0.5 MILE TO FORK.  TAKE LEFT FORK FOR 0.55 MILE TO
 LN0626'FORK.  TAKE LEFT FORK FOR 1.4 MILE TO FORK.  TAKE LEFT FORK
 LN0626'FOR 1.6 MILES TO A SIGN--DINOSAUR NATIONAL PARK BOUNDARY LINE,
 LN0626'AND G.L.O. SECTION CORNER MARKER.  TURN RIGHT UP DRAW
 LN0626'FOLLOWING VERY DIM TRAIL IN A NORTHWESTERLY DIRECTION FOR 1.5
 LN0626'MILE TO TOP OF SAGEBRUSH-COVERED PLATEAU AND STATION SITE.  A
 LN0626'DRIVE STATION.
 LN0626
 LN0626                          STATION RECOVERY (1946)
 LN0626
 LN0626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 LN0626'JENSEN, UTAH, 8 MI. E. AND 5 MI. N. OF, IN NE. 1/4 SEC. 26, T 4 S,
 LN0626'R 24 E, ON TOP OF HIGHEST PART OF YAMPA PLATEAU.
 LN0626'
 LN0626'STATION MARK--STANDARD USGS BRONZE TABLET CEMENTED IN LARGE BOULDER,
 LN0626'STAMPED ---CHEW - 1939---.
 LN0626'
 LN0626'REFERENCE MARK NO. 1--STANDARD USGS BRONZE REFERENCE TABLET CEMENTED
 LN0626'IN LARGE BOULDER, STAMPED ---CHEW NO. 1---, DISTANT 139.15 FT.,
 LN0626'S 71 DEG 26 MIN W.
 LN0626'
 LN0626'REFERENCE MARK NO. 2--STANDARD USGS BRONZE TABLET CEMENTED IN LARGE
 LN0626'BOULDER, STAMPED ---CHEW NO. 2---, DISTANT 14.28 FT.,
 LN0626'S 46 DEG 58 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0606 ***********************************************************************
 LN0606  DESIGNATION -  CHICKEN
 LN0606  PID         -  LN0606
 LN0606  STATE/COUNTY-  UT/UINTAH
 LN0606  COUNTRY     -  US
 LN0606  USGS QUAD   -  JENSEN RIDGE (2017)
 LN0606
 LN0606                         *CURRENT SURVEY CONTROL
 LN0606  ______________________________________________________________________
 LN0606* NAD 83(1994) POSITION- 40 36 11.78557(N) 109 18 57.38729(W)   ADJUSTED
 LN0606* NAVD 88 ORTHO HEIGHT -  2316.9   (meters)     7601.    (feet) VERTCON3
 LN0606  ______________________________________________________________________
 LN0606  GEOID HEIGHT    -        -15.349 (meters)                     GEOID18
 LN0606  LAPLACE CORR    -          6.32  (seconds)                    DEFLEC18
 LN0606  HORZ ORDER      -  THIRD
 LN0606
 LN0606.The horizontal coordinates were established by classical geodetic methods
 LN0606.and adjusted by the National Geodetic Survey in November 1997.
 LN0606
 LN0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0606
 LN0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0606.GEOID18 height accuracy estimate available here.
 LN0606
 LN0606.Click photographs - Photos may exist for this station.
 LN0606
 LN0606.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0606
 LN0606. The following values were computed from the NAD 83(1994) position.
 LN0606
 LN0606;                    North         East     Units Scale Factor Converg.
 LN0606;SPC UT C     - 2,254,271.637   684,833.141   MT  0.99998871   +1 23 56.6
 LN0606;SPC UT C     - 7,395,889.53  2,246,823.40   sFT  0.99998871   +1 23 56.6
 LN0606;UTM  12      - 4,496,081.183   642,480.946   MT  0.99984988   +1 05 46.3
 LN0606
 LN0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0606!SPC UT C     -   0.99963909  x   0.99998871  =   0.99962780
 LN0606!UTM  12      -   0.99963909  x   0.99984988  =   0.99948902
 LN0606
 LN0606:                Primary Azimuth Mark                     Grid Az
 LN0606:SPC UT C     -  PLATEAU                                  121 40 35.6
 LN0606:UTM  12      -  PLATEAU                                  121 58 45.9
 LN0606
 LN0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK4248096081(NAD 83)
 LN0606
 LN0606|---------------------------------------------------------------------|
 LN0606| PID    Reference Object                     Distance      Geod. Az  |
 LN0606|                                                           dddmmss.s |
 LN0606| LN0603 PLATEAU                             APPROX. 3.3 KM 1230432.2 |
 LN0606|---------------------------------------------------------------------|
 LN0606
 LN0606                          SUPERSEDED SURVEY CONTROL
 LN0606
 LN0606  NAD 83(1993)-  40 36 11.78488(N)    109 18 57.38467(W) AD(       ) 3
 LN0606  NAD 83(1986)-  40 36 11.76647(N)    109 18 57.37481(W) AD(       ) 3
 LN0606  NAD 27      -  40 36 11.90966(N)    109 18 54.90032(W) AD(       ) 3
 LN0606  NGVD 29 (07/19/86) 2315.6    (m)         7597.     (f) VERT ANG       
 LN0606
 LN0606.Superseded values are not recommended for survey control.
 LN0606
 LN0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0606.See file dsdata.pdf to determine how the superseded data were derived.
 LN0606
 LN0606_MARKER: DD = SURVEY DISK
 LN0606_SETTING: 66 = SET IN ROCK OUTCROP
 LN0606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0606+STABILITY: POSITION/ELEVATION WELL
 LN0606
 LN0606  HISTORY     - Date     Condition        Report By
 LN0606  HISTORY     - 1949     MONUMENTED       USGS
 LN0606
 LN0606                          STATION DESCRIPTION
 LN0606
 LN0606'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LN0606'LOCATED ABOUT 15 MI. NE. OF VERNAL, UTAH ON A LARGE SAGEBRUSH COVERED
 LN0606'PLATEAU, KNOWN AS DIAMOND MOUNTAIN, ABOUT 45 FT. N. OF THE S. RIM
 LN0606'ABOUT 300 FT. E. POINT WHERE RIM OF MOUNTAIN RUNS N. AND THEN W. AND
 LN0606'ABOUT 65 FT. S. OF THE CENTERLINE OF E-W. RD., PROBABLY IN  SEC.34
 LN0606'T.2 S., R.23 E.
 LN0606'
 LN0606'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 44 IN
 LN0606'VERNAL, UTAH, GO N. ON STATE HIGHWAY 44 FOR 0.5 MI., THEN RIGHT,
 LN0606'EASTERLY, STAYING ON MAIN TRAVELED RD. FOR 5.1 MI. TO RD. FORK,  THEN
 LN0606'ON LEFT FORK NORTHERLY ON DIAMOND MOUNTAIN RD. FOR 2.8 MI. TO RD. FORK
 LN0606'THEN ON THE LEFT FORK, STAYING ON THE MAIN TRAVELED RD. FOR 3.5 MI.
 LN0606'TO A T-RD., THEN LEFT, NORTHWESTERLY, FOR 0.4 MI. TO BRUSH CREEK
 LN0606'CROSSING.  CONTINUE ON MAIN TRAVELED DIAMOND MOUNTAIN RD. FOR 8.7 MI.
 LN0606'TO RIM OF MOUNTAIN WHERE RD. FORKS INTO FOUR RDS., THEN TAKE EXTREME
 LN0606'RIGHT FORK, SOUTHERLY FOR 0.3 MI. TO RD. FORK, THEN RIGHT WESTERLY FOR
 LN0606'0.05 MI. STATION IS ABOUT 65 FT. S. OF THIS POINT.
 LN0606'
 LN0606'STATION MARK - STANDARD TABLET SET IN ROCK FLUSH WITH GROUND, STAMPED
 LN0606'---CHICKEN 1949---.
 LN0606'
 LN0606'REFERENCE MARK NO.1 - STANDARD TABLET SET IN ROCK, STAMPED ---CHICKEN
 LN0606'NO.1 1949--- DISTANCE OF 183.4 FT. FROM STATION, S 86 DEG E.
 LN0606'
 LN0606'REFERENCE MARK NO.2 - STANDARD TABLET SET IN ROCK, STAMPED ---CHICKEN
 LN0606'NO.2 1949--- DISTANCE OF 120.2 FT. FROM STATION, S 13 DEG 29 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0483 ***********************************************************************
 JM0483  DESIGNATION -  CHIMNEY ROCK
 JM0483  PID         -  JM0483
 JM0483  STATE/COUNTY-  UT/GRAND
 JM0483  COUNTRY     -  US
 JM0483  USGS QUAD   -  FISHER TOWERS (2017)
 JM0483
 JM0483                         *CURRENT SURVEY CONTROL
 JM0483  ______________________________________________________________________
 JM0483* NAD 83(1994) POSITION- 38 39 04.66271(N) 109 22 04.01722(W)   ADJUSTED
 JM0483  ______________________________________________________________________
 JM0483  GEOID HEIGHT    -        -19.699 (meters)                     GEOID18
 JM0483  LAPLACE CORR    -         10.60  (seconds)                    DEFLEC18
 JM0483  HORZ ORDER      -  THIRD
 JM0483
 JM0483.The horizontal coordinates were established by classical geodetic methods
 JM0483.and adjusted by the National Geodetic Survey in November 1997.
 JM0483
 JM0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0483.GEOID18 height accuracy estimate available here.
 JM0483
 JM0483.Click photographs - Photos may exist for this station.
 JM0483
 JM0483.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0483
 JM0483. The following values were computed from the NAD 83(1994) position.
 JM0483
 JM0483;                    North         East     Units Scale Factor Converg.
 JM0483;SPC UT C     - 2,037,514.157   685,612.370   MT  1.00011017   +1 21 57.1
 JM0483;SPC UT C     - 6,684,744.36  2,249,379.92   sFT  1.00011017   +1 21 57.1
 JM0483;UTM  12      - 4,279,345.355   642,031.944   MT  0.99984842   +1 01 10.6
 JM0483
 JM0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH4203179345(NAD 83)
 JM0483
 JM0483                          SUPERSEDED SURVEY CONTROL
 JM0483
 JM0483  NAD 83(1986)-  38 39 04.64890(N)    109 22 04.01188(W) AD(       ) 3
 JM0483  NAD 27      -  38 39 04.72000(N)    109 22 01.59000(W) AD(       ) 3
 JM0483
 JM0483.Superseded values are not recommended for survey control.
 JM0483
 JM0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0483.See file dsdata.pdf to determine how the superseded data were derived.
 JM0483
 JM0483_MARKER: 02 = CONSPICUOUS ROCK
 JM0483
 JM0483  HISTORY     - Date     Condition        Report By
 JM0483  HISTORY     - 1937     FIRST OBSERVED   CGS
 JM0483
 JM0483                          STATION DESCRIPTION
 JM0483
 JM0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JM0483'A TALL VERTICAL ROCK, SQUARE IN CROSS-SECTION WITH A FLAT TOP,
 JM0483'RISING ABOVE THE MESA W OF MOAB AND APPARENTLY NEAR THE COLORADO
 JM0483'RIVER, ROCK IS TAN IN COLOR, PROBABLY SANDSTONE FORMATION.
 JM0483'IT APPEARED ABOUT 30 FEET IN DIAMETER FROM THE DISTANCE.  THERE
 JM0483'IS A LARGER ROCKY BUTTE CLOSE BY.
 JM0483'
 JM0483'AS SEEN FROM THE STATIONS CISCO AND DESERT THE ROCK APPEARED
 JM0483'TO BE AT THE NW FOOT OF MOUNT WAAS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0062 ***********************************************************************
 LP0062  DESIGNATION -  CHISELED SQUARE 1
 LP0062  PID         -  LP0062
 LP0062  STATE/COUNTY-  UT/TOOELE
 LP0062  COUNTRY     -  US
 LP0062  USGS QUAD   -  LOFGREEN (2017)
 LP0062
 LP0062                         *CURRENT SURVEY CONTROL
 LP0062  ______________________________________________________________________
 LP0062* NAD 83(1986) POSITION- 40 03 32.     (N) 112 15 58.     (W)   SCALED
 LP0062* NAVD 88 ORTHO HEIGHT -  1689.016 (meters)     5541.38  (feet) ADJUSTED
 LP0062  ______________________________________________________________________
 LP0062  GEOID HEIGHT    -        -17.733 (meters)                     GEOID18
 LP0062  DYNAMIC HEIGHT  -       1687.462 (meters)     5536.28  (feet) COMP
 LP0062  MODELED GRAVITY -    979,645.8   (mgal)                       NAVD 88
 LP0062
 LP0062  VERT ORDER      -  SECOND    CLASS 0
 LP0062
 LP0062.The horizontal coordinates were scaled from a map and have
 LP0062.an estimated accuracy of +/- 6 seconds.
 LP0062
 LP0062.The orthometric height was determined by differential leveling and
 LP0062.adjusted by the NATIONAL GEODETIC SURVEY
 LP0062.in June 1991.
 LP0062
 LP0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0062.GEOID18 height accuracy estimate available here.
 LP0062
 LP0062.Click photographs - Photos may exist for this station.
 LP0062
 LP0062.The dynamic height is computed by dividing the NAVD 88
 LP0062.geopotential number by the normal gravity value computed on the
 LP0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0062.degrees latitude (g = 980.6199 gals.).
 LP0062
 LP0062.The modeled gravity was interpolated from observed gravity values.
 LP0062
 LP0062;                    North         East    Units  Estimated Accuracy
 LP0062;SPC UT C     - 2,191,850.      434,640.      MT  (+/- 180 meters Scaled)
 LP0062
 LP0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK920350(NAD 83)
 LP0062
 LP0062                          SUPERSEDED SURVEY CONTROL
 LP0062
 LP0062  NGVD 29 (??/??/92) 1687.868  (m)         5537.61   (f) ADJ UNCH    2 0
 LP0062
 LP0062.Superseded values are not recommended for survey control.
 LP0062
 LP0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0062.See file dsdata.pdf to determine how the superseded data were derived.
 LP0062
 LP0062_MARKER: Q = CHISELED SQUARE
 LP0062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LP0062_SP_SET: CULVERT
 LP0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0062
 LP0062  HISTORY     - Date     Condition        Report By
 LP0062  HISTORY     - UNK      MONUMENTED       CGS
 LP0062  HISTORY     - 1934     GOOD             CGS
 LP0062
 LP0062                          STATION DESCRIPTION
 LP0062
 LP0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0062'7.0 MI N FROM BOULTER.
 LP0062'IN TOOELE COUNTY, 7.0 MILES NORTH ALONG THE OLD ROADBED OF THE
 LP0062'ABANDONED UNION PACIFIC RAILROAD FROM BOULTER, JUAB COUNTY, ABOUT 2
 LP0062'MILES NORTH OF AIRWAY BEACON 566, AT A RED SANDSTONE CULVERT, ON THE
 LP0062'TOP OF THE OUTERMOST BLOCK ON THE SOUTHWEST WING WALL, 20 FEET WEST OF
 LP0062'THE CENTERLINE OF THE OLD ROADBED, AND ABOUT 5 FEET BELOW THE LEVEL OF
 LP0062'THE ROADBED.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0446 ***********************************************************************
 LO0446  DESIGNATION -  CHISELED SQUARE 1
 LO0446  PID         -  LO0446
 LO0446  STATE/COUNTY-  UT/WASATCH
 LO0446  COUNTRY     -  US
 LO0446  USGS QUAD   -  CHARLESTON (2017)
 LO0446
 LO0446                         *CURRENT SURVEY CONTROL
 LO0446  ______________________________________________________________________
 LO0446* NAD 83(1986) POSITION- 40 27 37.1    (N) 111 28 18.1    (W)   HD_HELD2
 LO0446* NAVD 88 ORTHO HEIGHT -  1654.850 (meters)     5429.29  (feet) ADJUSTED
 LO0446  ______________________________________________________________________
 LO0446  GEOID HEIGHT    -        -15.844 (meters)                     GEOID18
 LO0446  DYNAMIC HEIGHT  -       1653.360 (meters)     5424.40  (feet) COMP
 LO0446  MODELED GRAVITY -    979,666.8   (mgal)                       NAVD 88
 LO0446
 LO0446  VERT ORDER      -  SECOND    CLASS 0
 LO0446
 LO0446.The horizontal coordinates were established by autonomous hand held GPS
 LO0446.observations and have an estimated accuracy of +/- 10 meters.
 LO0446
 LO0446.The orthometric height was determined by differential leveling and
 LO0446.adjusted by the NATIONAL GEODETIC SURVEY
 LO0446.in June 1991.
 LO0446
 LO0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0446.GEOID18 height accuracy estimate available here.
 LO0446
 LO0446.Click photographs - Photos may exist for this station.
 LO0446
 LO0446.The dynamic height is computed by dividing the NAVD 88
 LO0446.geopotential number by the normal gravity value computed on the
 LO0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0446.degrees latitude (g = 980.6199 gals.).
 LO0446
 LO0446.The modeled gravity was interpolated from observed gravity values.
 LO0446
 LO0446;                    North         East    Units  Estimated Accuracy
 LO0446;SPC UT C     - 2,236,140.      502,401.      MT  (+/- 10 meters HH2 GPS)
 LO0446
 LO0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK6000778955(NAD 83)
 LO0446
 LO0446                          SUPERSEDED SURVEY CONTROL
 LO0446
 LO0446  NGVD 29 (??/??/92) 1653.713  (m)         5425.56   (f) ADJ UNCH    2 0
 LO0446
 LO0446.Superseded values are not recommended for survey control.
 LO0446
 LO0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0446.See file dsdata.pdf to determine how the superseded data were derived.
 LO0446
 LO0446_MARKER: Q = CHISELED SQUARE
 LO0446_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0446_SP_SET: BRIDGE
 LO0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0446+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2021
 LO0446
 LO0446  HISTORY     - Date     Condition        Report By
 LO0446  HISTORY     - 1934     MONUMENTED       USGS
 LO0446  HISTORY     - 1934     GOOD             CGS
 LO0446  HISTORY     - 20101211 MARK NOT FOUND   GEOCAC
 LO0446  HISTORY     - 20210419 GOOD             INDIV
 LO0446
 LO0446                          STATION DESCRIPTION
 LO0446
 LO0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0446'IN CHARLESTON.
 LO0446'AT CHARLESTON, WASATCH COUNTY, AT A HIGHWAY CROSSING SOUTHWEST OF THE
 LO0446'DENVER AND RIO GRANDE WESTERN RAILROAD STATION, 150 FEET SOUTH OF THE
 LO0446'TRACK, AT A HIGHWAY BRIDGE OVER DANIELS CREEK, AND ON THE TOP OF THE
 LO0446'NORTH BACK WALL.  A CHISELED SQUARE.
 LO0446
 LO0446                          STATION RECOVERY (2010)
 LO0446
 LO0446'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 LO0446'THERE IS A NEW BOX CONCRETE BRIDGE AT THIS LOCATION WHICH HAS A
 LO0446'ROUGHLY SCRATCHED 2 INCH SQUARE IN THE SOUTHWEST CORNER OF THE BRIDGE
 LO0446'DECK NEAR THE EAST END OF THE RIVER LEFT DOWNSTREAM WING WALL.
 LO0446
 LO0446                          STATION RECOVERY (2021)
 LO0446
 LO0446'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (MV)
 LO0446'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0083 ***********************************************************************
 KO0083  DESIGNATION -  CHISELED SQUARE 1
 KO0083  PID         -  KO0083
 KO0083  STATE/COUNTY-  UT/UTAH
 KO0083  COUNTRY     -  US
 KO0083  USGS QUAD   -  EUREKA (2017)
 KO0083
 KO0083                         *CURRENT SURVEY CONTROL
 KO0083  ______________________________________________________________________
 KO0083* NAD 83(1986) POSITION- 39 59 40.32   (N) 112 01 11.03   (W)   HD_HELD1
 KO0083* NAVD 88 ORTHO HEIGHT -  1616.819 (meters)     5304.51  (feet) ADJUSTED
 KO0083  ______________________________________________________________________
 KO0083  GEOID HEIGHT    -        -17.643 (meters)                     GEOID18
 KO0083  DYNAMIC HEIGHT  -       1615.353 (meters)     5299.70  (feet) COMP
 KO0083  MODELED GRAVITY -    979,662.4   (mgal)                       NAVD 88
 KO0083
 KO0083  VERT ORDER      -  SECOND    CLASS 0
 KO0083
 KO0083.The horizontal coordinates were determined by differentially corrected
 KO0083.hand held GPS observations or other comparable positioning techniques
 KO0083.and have an estimated accuracy of +/- 3 meters.
 KO0083
 KO0083.The orthometric height was determined by differential leveling and
 KO0083.adjusted by the NATIONAL GEODETIC SURVEY
 KO0083.in June 1991.
 KO0083
 KO0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0083.GEOID18 height accuracy estimate available here.
 KO0083
 KO0083.Click photographs - Photos may exist for this station.
 KO0083
 KO0083.The dynamic height is computed by dividing the NAVD 88
 KO0083.geopotential number by the normal gravity value computed on the
 KO0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0083.degrees latitude (g = 980.6199 gals.).
 KO0083
 KO0083.The modeled gravity was interpolated from observed gravity values.
 KO0083
 KO0083;                    North         East    Units  Estimated Accuracy
 KO0083;SPC UT C     - 2,184,553.4     455,619.2     MT  (+/- 3 meters HH1 GPS) 
 KO0083
 KO0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK1294827648(NAD 83)
 KO0083
 KO0083                          SUPERSEDED SURVEY CONTROL
 KO0083
 KO0083  NGVD 29 (??/??/92) 1615.699  (m)         5300.84   (f) ADJ UNCH    2 0
 KO0083
 KO0083.Superseded values are not recommended for survey control.
 KO0083
 KO0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0083.See file dsdata.pdf to determine how the superseded data were derived.
 KO0083
 KO0083_MARKER: Q = CHISELED SQUARE
 KO0083_SETTING: 80 = SET IN A BOULDER
 KO0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0083+STABILITY: SURFACE MOTION
 KO0083
 KO0083  HISTORY     - Date     Condition        Report By
 KO0083  HISTORY     - 1934     MONUMENTED       CGS
 KO0083  HISTORY     - 1934     GOOD             CGS
 KO0083
 KO0083                          STATION DESCRIPTION
 KO0083
 KO0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0083'7.4 MI W FROM GOSHEN.
 KO0083'ABOUT 7.4 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KO0083'FROM THE STATION AT GOSHEN, UTAH COUNTY, ABOUT 10 RAILS EAST OF BRIDGE
 KO0083'29A, 15 FEET SOUTH OF THE CENTER LINE OF THE TRACK, ON THE TOP OF A
 KO0083'LARGE BOULDER, AND ABOUT 12 INCHES LOWER THAN THE TRACK.  A CHISELED
 KO0083'SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0297 ***********************************************************************
 MR0297  DESIGNATION -  CHISELED SQUARE 10
 MR0297  PID         -  MR0297
 MR0297  STATE/COUNTY-  UT/SUMMIT
 MR0297  COUNTRY     -  US
 MR0297  USGS QUAD   -  SHEARING CORRAL (2017)
 MR0297
 MR0297                         *CURRENT SURVEY CONTROL
 MR0297  ______________________________________________________________________
 MR0297* NAD 83(1986) POSITION- 41 09 50.     (N) 111 09 29.     (W)   SCALED
 MR0297* NAVD 88 ORTHO HEIGHT -  2018.144 (meters)     6621.19  (feet) ADJUSTED
 MR0297  ______________________________________________________________________
 MR0297  GEOID HEIGHT    -        -15.436 (meters)                     GEOID18
 MR0297  DYNAMIC HEIGHT  -       2016.288 (meters)     6615.10  (feet) COMP
 MR0297  MODELED GRAVITY -    979,632.7   (mgal)                       NAVD 88
 MR0297
 MR0297  VERT ORDER      -  FIRST     CLASS II
 MR0297
 MR0297.The horizontal coordinates were scaled from a map and have
 MR0297.an estimated accuracy of +/- 6 seconds.
 MR0297
 MR0297.The orthometric height was determined by differential leveling and
 MR0297.adjusted by the NATIONAL GEODETIC SURVEY
 MR0297.in June 1991.
 MR0297
 MR0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0297.GEOID18 height accuracy estimate available here.
 MR0297
 MR0297.Click photographs - Photos may exist for this station.
 MR0297
 MR0297.The dynamic height is computed by dividing the NAVD 88
 MR0297.geopotential number by the normal gravity value computed on the
 MR0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0297.degrees latitude (g = 980.6199 gals.).
 MR0297
 MR0297.The modeled gravity was interpolated from observed gravity values.
 MR0297
 MR0297;                    North         East    Units  Estimated Accuracy
 MR0297;SPC UT N     - 1,092,290.      528,700.      MT  (+/- 180 meters Scaled)
 MR0297
 MR0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL867569(NAD 83)
 MR0297
 MR0297                          SUPERSEDED SURVEY CONTROL
 MR0297
 MR0297  NGVD 29 (??/??/92) 2016.741  (m)         6616.59   (f) ADJ UNCH    1 2
 MR0297
 MR0297.Superseded values are not recommended for survey control.
 MR0297
 MR0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0297.See file dsdata.pdf to determine how the superseded data were derived.
 MR0297
 MR0297_MARKER: Q = CHISELED SQUARE
 MR0297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0297_SP_SET: ABUTMENT
 MR0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0297
 MR0297  HISTORY     - Date     Condition        Report By
 MR0297  HISTORY     - 1934     MONUMENTED       CGS
 MR0297  HISTORY     - 1958     GOOD             CGS
 MR0297  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0297
 MR0297                          STATION DESCRIPTION
 MR0297
 MR0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0297'3.85 MI SW FROM WAHSATCH.
 MR0297'ABOUT 3.85 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0297'STATION AT WAHSATCH, ABOUT 0.45 MILE SOUTH OF MILEPOST 931, AT THE
 MR0297'SOUTHWEST END OF TUNNEL NUMBER 6, 8 FEET EAST OF THE EAST RAIL OF THE
 MR0297'UPPER SET OF TRACKS, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS, AND
 MR0297'IN THE TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF BRIDGE
 MR0297'931.46.
 MR0297
 MR0297                          STATION RECOVERY (1983)
 MR0297
 MR0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0297'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0224 ***********************************************************************
 LO0224  DESIGNATION -  CHISELED SQUARE 14
 LO0224  PID         -  LO0224
 LO0224  STATE/COUNTY-  UT/WASATCH
 LO0224  COUNTRY     -  US
 LO0224  USGS QUAD   -  HEBER CITY (2017)
 LO0224
 LO0224                         *CURRENT SURVEY CONTROL
 LO0224  ______________________________________________________________________
 LO0224* NAD 83(1986) POSITION- 40 30 37.     (N) 111 24 49.     (W)   SCALED
 LO0224* NAVD 88 ORTHO HEIGHT -  1704.42  (+/-2cm)     5591.9   (feet) VERTCON3
 LO0224  ______________________________________________________________________
 LO0224  GEOID HEIGHT    -        -15.709 (meters)                     GEOID18
 LO0224  VERT ORDER      -  ? (See Below)
 LO0224
 LO0224.The horizontal coordinates were scaled from a map and have
 LO0224.an estimated accuracy of +/- 6 seconds.
 LO0224
 LO0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0224
 LO0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0224.GEOID18 height accuracy estimate available here.
 LO0224
 LO0224.The vertical order pertains to the NGVD 29 superseded value.
 LO0224
 LO0224.Click photographs - Photos may exist for this station.
 LO0224
 LO0224;                    North         East    Units  Estimated Accuracy
 LO0224;SPC UT C     - 2,241,690.      507,320.      MT  (+/- 180 meters Scaled)
 LO0224
 LO0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK649844(NAD 83)
 LO0224
 LO0224                          SUPERSEDED SURVEY CONTROL
 LO0224
 LO0224  NGVD 29 (??/??/92) 1703.250  (m)         5588.08   (f) ADJ UNCH       
 LO0224
 LO0224.Superseded values are not recommended for survey control.
 LO0224
 LO0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0224.See file dsdata.pdf to determine how the superseded data were derived.
 LO0224
 LO0224_MARKER: Q = CHISELED SQUARE
 LO0224_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0224_SP_SET: CULVERT HEADWALL
 LO0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0224+STABILITY: SURFACE MOTION
 LO0224
 LO0224  HISTORY     - Date     Condition        Report By
 LO0224  HISTORY     - 1934     MONUMENTED       CGS
 LO0224  HISTORY     - 1962     GOOD             CGS
 LO0224  HISTORY     - 20101211 MARK NOT FOUND   GEOCAC
 LO0224
 LO0224                          STATION DESCRIPTION
 LO0224
 LO0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0224'IN HEBER.
 LO0224'AT HEBER, WASATCH COUNTY, AT THE NORTHWEST CORNER OF THE INTERSECTION
 LO0224'OF MAIN STREET AND SECOND NORTH STREET, AT A CONCRETE CULVERT, AND ON
 LO0224'THE TOP OF THE WEST HEAD WALL.  A CHISELED SQUARE.
 LO0224
 LO0224                          STATION RECOVERY (2010)
 LO0224
 LO0224'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 LO0224'THERE ARE NO OPEN DITCHES AT THIS L0CATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0063 ***********************************************************************
 LP0063  DESIGNATION -  CHISELED SQUARE 2
 LP0063  PID         -  LP0063
 LP0063  STATE/COUNTY-  UT/TOOELE
 LP0063  COUNTRY     -  US
 LP0063  USGS QUAD   -  LOFGREEN (2017)
 LP0063
 LP0063                         *CURRENT SURVEY CONTROL
 LP0063  ______________________________________________________________________
 LP0063* NAD 83(1986) POSITION- 40 01 54.     (N) 112 15 57.     (W)   SCALED
 LP0063* NAVD 88 ORTHO HEIGHT -  1740.862 (meters)     5711.48  (feet) ADJUSTED
 LP0063  ______________________________________________________________________
 LP0063  GEOID HEIGHT    -        -17.717 (meters)                     GEOID18
 LP0063  DYNAMIC HEIGHT  -       1739.241 (meters)     5706.16  (feet) COMP
 LP0063  MODELED GRAVITY -    979,632.9   (mgal)                       NAVD 88
 LP0063
 LP0063  VERT ORDER      -  SECOND    CLASS 0
 LP0063
 LP0063.The horizontal coordinates were scaled from a map and have
 LP0063.an estimated accuracy of +/- 6 seconds.
 LP0063
 LP0063.The orthometric height was determined by differential leveling and
 LP0063.adjusted by the NATIONAL GEODETIC SURVEY
 LP0063.in June 1991.
 LP0063
 LP0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0063.GEOID18 height accuracy estimate available here.
 LP0063
 LP0063.Click photographs - Photos may exist for this station.
 LP0063
 LP0063.The dynamic height is computed by dividing the NAVD 88
 LP0063.geopotential number by the normal gravity value computed on the
 LP0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0063.degrees latitude (g = 980.6199 gals.).
 LP0063
 LP0063.The modeled gravity was interpolated from observed gravity values.
 LP0063
 LP0063;                    North         East    Units  Estimated Accuracy
 LP0063;SPC UT C     - 2,188,830.      434,640.      MT  (+/- 180 meters Scaled)
 LP0063
 LP0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK919320(NAD 83)
 LP0063
 LP0063                          SUPERSEDED SURVEY CONTROL
 LP0063
 LP0063  NGVD 29 (??/??/92) 1739.693  (m)         5707.64   (f) ADJ UNCH    2 0
 LP0063
 LP0063.Superseded values are not recommended for survey control.
 LP0063
 LP0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0063.See file dsdata.pdf to determine how the superseded data were derived.
 LP0063
 LP0063_MARKER: Q = CHISELED SQUARE
 LP0063_SETTING: 66 = SET IN ROCK OUTCROP
 LP0063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0063+STABILITY: POSITION/ELEVATION WELL
 LP0063
 LP0063  HISTORY     - Date     Condition        Report By
 LP0063  HISTORY     - 1934     MONUMENTED       CGS
 LP0063  HISTORY     - 1934     GOOD             CGS
 LP0063
 LP0063                          STATION DESCRIPTION
 LP0063
 LP0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0063'4.9 MI N FROM BOULTER.
 LP0063'IN TOOELE COUNTY, 4.9 MILES NORTH ALONG THE OLD ROADBED OF THE
 LP0063'ABANDONED UNION PACIFIC RAILROAD FROM BOULTER, JUAB COUNTY, 0.2 MILE
 LP0063'NORTH OF AIRWAY BEACON 566, AT THE SOUTH END OF A DUG-WAY IN A
 LP0063'SANDSTONE LEDGE, 20 FEET EAST OF THE CENTERLINE OF THE OLD ROADBED,
 LP0063'AND ON THE TOP OF THE LEDGE.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0085 ***********************************************************************
 KO0085  DESIGNATION -  CHISELED SQUARE 2
 KO0085  PID         -  KO0085
 KO0085  STATE/COUNTY-  UT/UTAH
 KO0085  COUNTRY     -  US
 KO0085  USGS QUAD   -  EUREKA (2017)
 KO0085
 KO0085                         *CURRENT SURVEY CONTROL
 KO0085  ______________________________________________________________________
 KO0085* NAD 83(1986) POSITION- 39 59 18.     (N) 112 02 12.     (W)   SCALED
 KO0085* NAVD 88 ORTHO HEIGHT -  1704.960 (meters)     5593.69  (feet) ADJUSTED
 KO0085  ______________________________________________________________________
 KO0085  GEOID HEIGHT    -        -17.597 (meters)                     GEOID18
 KO0085  DYNAMIC HEIGHT  -       1703.402 (meters)     5588.58  (feet) COMP
 KO0085  MODELED GRAVITY -    979,651.5   (mgal)                       NAVD 88
 KO0085
 KO0085  VERT ORDER      -  SECOND    CLASS 0
 KO0085
 KO0085.The horizontal coordinates were scaled from a map and have
 KO0085.an estimated accuracy of +/- 6 seconds.
 KO0085
 KO0085.The orthometric height was determined by differential leveling and
 KO0085.adjusted by the NATIONAL GEODETIC SURVEY
 KO0085.in June 1991.
 KO0085
 KO0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0085.GEOID18 height accuracy estimate available here.
 KO0085
 KO0085.Click photographs - Photos may exist for this station.
 KO0085
 KO0085.The dynamic height is computed by dividing the NAVD 88
 KO0085.geopotential number by the normal gravity value computed on the
 KO0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0085.degrees latitude (g = 980.6199 gals.).
 KO0085
 KO0085.The modeled gravity was interpolated from observed gravity values.
 KO0085
 KO0085;                    North         East    Units  Estimated Accuracy
 KO0085;SPC UT C     - 2,183,870.      454,170.      MT  (+/- 180 meters Scaled)
 KO0085
 KO0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK114269(NAD 83)
 KO0085
 KO0085                          SUPERSEDED SURVEY CONTROL
 KO0085
 KO0085  NGVD 29 (??/??/92) 1703.828  (m)         5589.98   (f) ADJ UNCH    2 0
 KO0085
 KO0085.Superseded values are not recommended for survey control.
 KO0085
 KO0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0085.See file dsdata.pdf to determine how the superseded data were derived.
 KO0085
 KO0085_MARKER: Q = CHISELED SQUARE
 KO0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KO0085_SP_SET: FOOTING
 KO0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0085
 KO0085  HISTORY     - Date     Condition        Report By
 KO0085  HISTORY     - 1934     MONUMENTED       CGS
 KO0085  HISTORY     - 1934     GOOD             CGS
 KO0085
 KO0085                          STATION DESCRIPTION
 KO0085
 KO0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0085'7.1 MI E FROM EUREKA.
 KO0085'IN UTAH COUNTY, ABOUT 7.1 MILES EAST ALONG THE DENVER AND RIO GRANDE
 KO0085'WESTERN RAILROAD FROM THE POST OFFICE AT EUREKA, JUAB COUNTY, ABOUT 5
 KO0085'RAILS SOUTH OF A CROSSING, ABOUT 4 RAILS WEST OF BRIDGE 31A, AT BRIDGE
 KO0085'32A, ON THE TOP OF THE WEST CORNER OF THE FOOTING, AND 6 FEET FROM THE
 KO0085'CENTER LINE OF THE TRACK.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0236 ***********************************************************************
 LO0236  DESIGNATION -  CHISELED SQUARE 3
 LO0236  PID         -  LO0236
 LO0236  STATE/COUNTY-  UT/SUMMIT
 LO0236  COUNTRY     -  US
 LO0236  USGS QUAD   -  PARK CITY EAST (2017)
 LO0236
 LO0236                         *CURRENT SURVEY CONTROL
 LO0236  ______________________________________________________________________
 LO0236* NAD 83(1986) POSITION- 40 41 32.     (N) 111 27 36.     (W)   SCALED
 LO0236* NAVD 88 ORTHO HEIGHT -  2000.542 (meters)     6563.44  (feet) ADJUSTED
 LO0236  ______________________________________________________________________
 LO0236  GEOID HEIGHT    -        -15.569 (meters)                     GEOID18
 LO0236  DYNAMIC HEIGHT  -       1998.651 (meters)     6557.24  (feet) COMP
 LO0236  MODELED GRAVITY -    979,608.1   (mgal)                       NAVD 88
 LO0236
 LO0236  VERT ORDER      -  SECOND    CLASS 0
 LO0236
 LO0236.The horizontal coordinates were scaled from a map and have
 LO0236.an estimated accuracy of +/- 6 seconds.
 LO0236
 LO0236.The orthometric height was determined by differential leveling and
 LO0236.adjusted by the NATIONAL GEODETIC SURVEY
 LO0236.in June 1991.
 LO0236
 LO0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0236.GEOID18 height accuracy estimate available here.
 LO0236
 LO0236.Click photographs - Photos may exist for this station.
 LO0236
 LO0236.The dynamic height is computed by dividing the NAVD 88
 LO0236.geopotential number by the normal gravity value computed on the
 LO0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0236.degrees latitude (g = 980.6199 gals.).
 LO0236
 LO0236.The modeled gravity was interpolated from observed gravity values.
 LO0236
 LO0236;                    North         East    Units  Estimated Accuracy
 LO0236;SPC UT N     - 1,039,860.      503,380.      MT  (+/- 180 meters Scaled)
 LO0236
 LO0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL611046(NAD 83)
 LO0236
 LO0236                          SUPERSEDED SURVEY CONTROL
 LO0236
 LO0236  NGVD 29 (??/??/92) 1999.242  (m)         6559.18   (f) ADJ UNCH    2 0
 LO0236
 LO0236.Superseded values are not recommended for survey control.
 LO0236
 LO0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0236.See file dsdata.pdf to determine how the superseded data were derived.
 LO0236
 LO0236_MARKER: Q = CHISELED SQUARE
 LO0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0236_SP_SET: CONCRETE BASE
 LO0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0236
 LO0236  HISTORY     - Date     Condition        Report By
 LO0236  HISTORY     - 1934     MONUMENTED       CGS
 LO0236  HISTORY     - 1934     GOOD             CGS
 LO0236
 LO0236                          STATION DESCRIPTION
 LO0236
 LO0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0236'10.6 MI S FROM WANSHIP.
 LO0236'10.6 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE LATTER DAY
 LO0236'SAINTS CHURCH AT WANSHIP, SUMMIT COUNTY, 6 POLES NORTH OF HOMER SPUR,
 LO0236'10 POLES SOUTH OF MILEPOST 23, AT A PENSTOCK, AND ON THE TOP OF THE
 LO0236'NORTHEAST CORNER OF THE CONCRETE BASE.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0320 ***********************************************************************
 MR0320  DESIGNATION -  CHISELED SQUARE 5
 MR0320  PID         -  MR0320
 MR0320  STATE/COUNTY-  UT/SUMMIT
 MR0320  COUNTRY     -  US
 MR0320  USGS QUAD   -  HEINERS CREEK (2017)
 MR0320
 MR0320                         *CURRENT SURVEY CONTROL
 MR0320  ______________________________________________________________________
 MR0320* NAD 83(1986) POSITION- 41 01 41.     (N) 111 20 37.     (W)   SCALED
 MR0320* NAVD 88 ORTHO HEIGHT -  1771.111 (meters)     5810.72  (feet) ADJUSTED
 MR0320  ______________________________________________________________________
 MR0320  GEOID HEIGHT    -        -15.795 (meters)                     GEOID18
 MR0320  DYNAMIC HEIGHT  -       1769.515 (meters)     5805.48  (feet) COMP
 MR0320  MODELED GRAVITY -    979,660.9   (mgal)                       NAVD 88
 MR0320
 MR0320  VERT ORDER      -  FIRST     CLASS II
 MR0320
 MR0320.The horizontal coordinates were scaled from a map and have
 MR0320.an estimated accuracy of +/- 6 seconds.
 MR0320
 MR0320.The orthometric height was determined by differential leveling and
 MR0320.adjusted by the NATIONAL GEODETIC SURVEY
 MR0320.in June 1991.
 MR0320
 MR0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0320.GEOID18 height accuracy estimate available here.
 MR0320
 MR0320.Click photographs - Photos may exist for this station.
 MR0320
 MR0320.The dynamic height is computed by dividing the NAVD 88
 MR0320.geopotential number by the normal gravity value computed on the
 MR0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0320.degrees latitude (g = 980.6199 gals.).
 MR0320
 MR0320.The modeled gravity was interpolated from observed gravity values.
 MR0320
 MR0320;                    North         East    Units  Estimated Accuracy
 MR0320;SPC UT N     - 1,077,160.      513,150.      MT  (+/- 180 meters Scaled)
 MR0320
 MR0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL711419(NAD 83)
 MR0320
 MR0320                          SUPERSEDED SURVEY CONTROL
 MR0320
 MR0320  NGVD 29 (??/??/92) 1769.774  (m)         5806.33   (f) ADJ UNCH    1 2
 MR0320
 MR0320.Superseded values are not recommended for survey control.
 MR0320
 MR0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0320.See file dsdata.pdf to determine how the superseded data were derived.
 MR0320
 MR0320_MARKER: Q = CHISELED SQUARE
 MR0320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0320_SP_SET: ABUTMENT
 MR0320_MARK LOGO: CGS
 MR0320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0320
 MR0320  HISTORY     - Date     Condition        Report By
 MR0320  HISTORY     - 1934     MONUMENTED       CGS
 MR0320  HISTORY     - 1958     GOOD             CGS
 MR0320  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0320
 MR0320                          STATION DESCRIPTION
 MR0320
 MR0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0320'6.9 MI NE FROM ECHO.
 MR0320'ABOUT 6.9 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0320'STATION AT ECHO, 8 1/2 TELEPHONE POLES NORTHEAST OF MILE POST 946, IN
 MR0320'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF
 MR0320'BRIDGE NUMBER 945.80, 6 1/2 FEET SOUTHEAST OF THE NEAR RAIL, AND ABOUT
 MR0320'2 FEET BELOW THE TRACK.
 MR0320
 MR0320                          STATION RECOVERY (1983)
 MR0320
 MR0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0320'NOTE=A THOROUGH SEARCH OF THE ABUTMENT REVEALED NO EVIDENCE OF THE
 MR0320'MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0319 ***********************************************************************
 MR0319  DESIGNATION -  CHISELED SQUARE 6
 MR0319  PID         -  MR0319
 MR0319  STATE/COUNTY-  UT/SUMMIT
 MR0319  COUNTRY     -  US
 MR0319  USGS QUAD   -  HEINERS CREEK (2017)
 MR0319
 MR0319                         *CURRENT SURVEY CONTROL
 MR0319  ______________________________________________________________________
 MR0319* NAD 83(1986) POSITION- 41 01 59.     (N) 111 20 04.     (W)   SCALED
 MR0319* NAVD 88 ORTHO HEIGHT -  1778.758 (meters)     5835.81  (feet) ADJUSTED
 MR0319  ______________________________________________________________________
 MR0319  GEOID HEIGHT    -        -15.779 (meters)                     GEOID18
 MR0319  DYNAMIC HEIGHT  -       1777.152 (meters)     5830.54  (feet) COMP
 MR0319  MODELED GRAVITY -    979,659.1   (mgal)                       NAVD 88
 MR0319
 MR0319  VERT ORDER      -  SECOND    CLASS 0
 MR0319
 MR0319.The horizontal coordinates were scaled from a map and have
 MR0319.an estimated accuracy of +/- 6 seconds.
 MR0319
 MR0319.The orthometric height was determined by differential leveling and
 MR0319.adjusted by the NATIONAL GEODETIC SURVEY
 MR0319.in June 1991.
 MR0319
 MR0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0319.GEOID18 height accuracy estimate available here.
 MR0319
 MR0319.Click photographs - Photos may exist for this station.
 MR0319
 MR0319.The dynamic height is computed by dividing the NAVD 88
 MR0319.geopotential number by the normal gravity value computed on the
 MR0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0319.degrees latitude (g = 980.6199 gals.).
 MR0319
 MR0319.The modeled gravity was interpolated from observed gravity values.
 MR0319
 MR0319;                    North         East    Units  Estimated Accuracy
 MR0319;SPC UT N     - 1,077,720.      513,920.      MT  (+/- 180 meters Scaled)
 MR0319
 MR0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL718424(NAD 83)
 MR0319
 MR0319                          SUPERSEDED SURVEY CONTROL
 MR0319
 MR0319.No superseded survey control is available for this station.
 MR0319
 MR0319_MARKER: Q = CHISELED SQUARE
 MR0319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0319_SP_SET: BRIDGE
 MR0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0319
 MR0319  HISTORY     - Date     Condition        Report By
 MR0319  HISTORY     - 1934     MONUMENTED       CGS
 MR0319  HISTORY     - 1958     MARK NOT FOUND   CGS
 MR0319
 MR0319                          STATION DESCRIPTION
 MR0319
 MR0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0319'7.1 MI NE FROM ECHO.
 MR0319'ABOUT 7.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0319'STATION AT ECHO, SUMMIT COUNTY, AT BRIDGE 945.21, ON THE TOP OF THE
 MR0319'SOUTHEAST CORNER OF THE EAST WING WALL, 8 FEET FROM THE CENTERLINE OF
 MR0319'THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0309 ***********************************************************************
 MR0309  DESIGNATION -  CHISELED SQUARE 7
 MR0309  PID         -  MR0309
 MR0309  STATE/COUNTY-  UT/SUMMIT
 MR0309  COUNTRY     -  US
 MR0309  USGS QUAD   -  CASTLE ROCK (2017)
 MR0309
 MR0309                         *CURRENT SURVEY CONTROL
 MR0309  ______________________________________________________________________
 MR0309* NAD 83(1986) POSITION- 41 05 11.     (N) 111 14 05.     (W)   SCALED
 MR0309* NAVD 88 ORTHO HEIGHT -  1861.674 (meters)     6107.84  (feet) ADJUSTED
 MR0309  ______________________________________________________________________
 MR0309  GEOID HEIGHT    -        -15.563 (meters)                     GEOID18
 MR0309  DYNAMIC HEIGHT  -       1859.970 (meters)     6102.25  (feet) COMP
 MR0309  MODELED GRAVITY -    979,643.4   (mgal)                       NAVD 88
 MR0309
 MR0309  VERT ORDER      -  FIRST     CLASS II
 MR0309
 MR0309.The horizontal coordinates were scaled from a map and have
 MR0309.an estimated accuracy of +/- 6 seconds.
 MR0309
 MR0309.The orthometric height was determined by differential leveling and
 MR0309.adjusted by the NATIONAL GEODETIC SURVEY
 MR0309.in June 1991.
 MR0309
 MR0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0309.GEOID18 height accuracy estimate available here.
 MR0309
 MR0309.Click photographs - Photos may exist for this station.
 MR0309
 MR0309.The dynamic height is computed by dividing the NAVD 88
 MR0309.geopotential number by the normal gravity value computed on the
 MR0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0309.degrees latitude (g = 980.6199 gals.).
 MR0309
 MR0309.The modeled gravity was interpolated from observed gravity values.
 MR0309
 MR0309;                    North         East    Units  Estimated Accuracy
 MR0309;SPC UT N     - 1,083,660.      522,290.      MT  (+/- 180 meters Scaled)
 MR0309
 MR0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL802483(NAD 83)
 MR0309
 MR0309                          SUPERSEDED SURVEY CONTROL
 MR0309
 MR0309  NGVD 29 (??/??/92) 1860.302  (m)         6103.34   (f) ADJ UNCH    1 2
 MR0309
 MR0309.Superseded values are not recommended for survey control.
 MR0309
 MR0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0309.See file dsdata.pdf to determine how the superseded data were derived.
 MR0309
 MR0309_MARKER: Q = CHISELED SQUARE
 MR0309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0309_SP_SET: ABUTMENT
 MR0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0309
 MR0309  HISTORY     - Date     Condition        Report By
 MR0309  HISTORY     - 1934     MONUMENTED       CGS
 MR0309  HISTORY     - 1958     GOOD             CGS
 MR0309  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0309
 MR0309                          STATION DESCRIPTION
 MR0309
 MR0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0309'11.45 MI SW FROM WAHSATCH.
 MR0309'ABOUT 11.45 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0309'STATION AT WAHSATCH, 1 1/2 POLES SOUTHWEST OF MILEPOST 939, ON THE TOP
 MR0309'OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF BRIDGE
 MR0309'939.2, 6 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST SET OF
 MR0309'TRACKS, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 MR0309
 MR0309                          STATION RECOVERY (1983)
 MR0309
 MR0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0309'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0302 ***********************************************************************
 MR0302  DESIGNATION -  CHISELED SQUARE 8
 MR0302  PID         -  MR0302
 MR0302  STATE/COUNTY-  UT/SUMMIT
 MR0302  COUNTRY     -  US
 MR0302  USGS QUAD   -  CASTLE ROCK (2017)
 MR0302
 MR0302                         *CURRENT SURVEY CONTROL
 MR0302  ______________________________________________________________________
 MR0302* NAD 83(1986) POSITION- 41 07 24.     (N) 111 11 09.     (W)   SCALED
 MR0302* NAVD 88 ORTHO HEIGHT -  1918.071 (meters)     6292.87  (feet) ADJUSTED
 MR0302  ______________________________________________________________________
 MR0302  GEOID HEIGHT    -        -15.472 (meters)                     GEOID18
 MR0302  DYNAMIC HEIGHT  -       1916.314 (meters)     6287.11  (feet) COMP
 MR0302  MODELED GRAVITY -    979,640.8   (mgal)                       NAVD 88
 MR0302
 MR0302  VERT ORDER      -  FIRST     CLASS II
 MR0302
 MR0302.The horizontal coordinates were scaled from a map and have
 MR0302.an estimated accuracy of +/- 6 seconds.
 MR0302
 MR0302.The orthometric height was determined by differential leveling and
 MR0302.adjusted by the NATIONAL GEODETIC SURVEY
 MR0302.in June 1991.
 MR0302
 MR0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0302.GEOID18 height accuracy estimate available here.
 MR0302
 MR0302.Click photographs - Photos may exist for this station.
 MR0302
 MR0302.The dynamic height is computed by dividing the NAVD 88
 MR0302.geopotential number by the normal gravity value computed on the
 MR0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0302.degrees latitude (g = 980.6199 gals.).
 MR0302
 MR0302.The modeled gravity was interpolated from observed gravity values.
 MR0302
 MR0302;                    North         East    Units  Estimated Accuracy
 MR0302;SPC UT N     - 1,087,780.      526,380.      MT  (+/- 180 meters Scaled)
 MR0302
 MR0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL844524(NAD 83)
 MR0302
 MR0302                          SUPERSEDED SURVEY CONTROL
 MR0302
 MR0302  NGVD 29 (??/??/92) 1916.681  (m)         6288.31   (f) ADJ UNCH    1 2
 MR0302
 MR0302.Superseded values are not recommended for survey control.
 MR0302
 MR0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0302.See file dsdata.pdf to determine how the superseded data were derived.
 MR0302
 MR0302_MARKER: Q = CHISELED SQUARE
 MR0302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0302_SP_SET: ABUTMENT
 MR0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0302
 MR0302  HISTORY     - Date     Condition        Report By
 MR0302  HISTORY     - 1934     MONUMENTED       CGS
 MR0302  HISTORY     - 1958     GOOD             CGS
 MR0302  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0302
 MR0302                          STATION DESCRIPTION
 MR0302
 MR0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0302'7.7 MI SW FROM WAHSATCH.
 MR0302'ABOUT 7.7 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0302'STATION AT WAHSATCH, ABOUT 0.3 MILE SOUTHWEST OF MILEPOST 935, ON THE
 MR0302'TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE OLD HIGHWAY
 MR0302'30S UNDERPASS NUMBER 935.31, 7 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT
 MR0302'1 1/2 FEET BELOW THE LEVEL OF THE TRACKS.
 MR0302
 MR0302                          STATION RECOVERY (1983)
 MR0302
 MR0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0302'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0372 ***********************************************************************
 KN0372  DESIGNATION -  CHOKE CHERRY
 KN0372  PID         -  KN0372
 KN0372  STATE/COUNTY-  UT/SANPETE
 KN0372  COUNTRY     -  US
 KN0372  USGS QUAD   -  FAIRVIEW LAKES (2017)
 KN0372
 KN0372                         *CURRENT SURVEY CONTROL
 KN0372  ______________________________________________________________________
 KN0372* NAD 83(1994) POSITION- 39 43 58.33912(N) 111 22 14.78924(W)   ADJUSTED
 KN0372* NAVD 88 ORTHO HEIGHT -  2801.    (meters)     9190.    (feet) SCALED
 KN0372  ______________________________________________________________________
 KN0372  GEOID HEIGHT    -        -16.235 (meters)                     GEOID18
 KN0372  LAPLACE CORR    -         18.97  (seconds)                    DEFLEC18
 KN0372  HORZ ORDER      -  SECOND
 KN0372
 KN0372.The horizontal coordinates were established by classical geodetic methods
 KN0372.and adjusted by the National Geodetic Survey in November 1997.
 KN0372
 KN0372.The orthometric height was scaled from a topographic map.
 KN0372
 KN0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0372.GEOID18 height accuracy estimate available here.
 KN0372
 KN0372.Click photographs - Photos may exist for this station.
 KN0372
 KN0372.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0372
 KN0372. The following values were computed from the NAD 83(1994) position.
 KN0372
 KN0372;                    North         East     Units Scale Factor Converg.
 KN0372;SPC UT C     - 2,155,382.538   511,076.812   MT  0.99990040   +0 04 58.0
 KN0372;SPC UT C     - 7,071,450.88  1,676,757.84   sFT  0.99990040   +0 04 58.0
 KN0372;UTM  12      - 4,398,175.019   468,227.753   MT  0.99961243   -0 14 13.2
 KN0372
 KN0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0372!SPC UT C     -   0.99956326  x   0.99990040  =   0.99946370
 KN0372!UTM  12      -   0.99956326  x   0.99961243  =   0.99917586
 KN0372
 KN0372:                Primary Azimuth Mark                     Grid Az
 KN0372:SPC UT C     -  CHOKE CHERRY AZ MK                       128 16 52.4
 KN0372:UTM  12      -  CHOKE CHERRY AZ MK                       128 36 03.6
 KN0372
 KN0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ6822798175(NAD 83)
 KN0372
 KN0372|---------------------------------------------------------------------|
 KN0372| PID    Reference Object                     Distance      Geod. Az  |
 KN0372|                                                           dddmmss.s |
 KN0372| CM5325 CHOKE CHERRY RM 1                    14.682 METERS 11820     |
 KN0372| CM5324 CHOKE CHERRY AZ MK                                 1282150.4 |
 KN0372| CM5326 CHOKE CHERRY RM 2                    15.270 METERS 21256     |
 KN0372| KN0428 SUGAR FACTORY NR MORONI HI STK      APPROX.31.5 KM 2151302.2 |
 KN0372|---------------------------------------------------------------------|
 KN0372
 KN0372                          SUPERSEDED SURVEY CONTROL
 KN0372
 KN0372  NAD 83(1993)-  39 43 58.32905(N)    111 22 14.78461(W) AD(       ) 2
 KN0372  NAD 83(1986)-  39 43 58.32671(N)    111 22 14.78386(W) AD(       ) 2
 KN0372  NAD 27      -  39 43 58.46000(N)    111 22 12.11200(W) AD(       ) 2
 KN0372
 KN0372.Superseded values are not recommended for survey control.
 KN0372
 KN0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0372.See file dsdata.pdf to determine how the superseded data were derived.
 KN0372
 KN0372_MARKER: DS = TRIANGULATION STATION DISK
 KN0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0372_STAMPING: CHOKE CHERRY 1938
 KN0372_MARK LOGO: CGS
 KN0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0372+STABILITY: SURFACE MOTION
 KN0372
 KN0372  HISTORY     - Date     Condition        Report By
 KN0372  HISTORY     - 1938     MONUMENTED       CGS
 KN0372  HISTORY     - 1950     GOOD             USGS
 KN0372
 KN0372                          STATION DESCRIPTION
 KN0372
 KN0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0372'ABOUT 8 MILES NNE OF TOWN OF FAIRVIEW ON A HILL LOCALLY KNOWN
 KN0372'AS CHOKE CHERRY KNOB, AND ABOUT 2 MILES W AIRLINE OF SKYLINE
 KN0372'DRIVE.
 KN0372'
 KN0372'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KN0372'BRONZE DISKS SET IN CONCRETE.
 KN0372'
 KN0372'REACHED FROM FAIRVIEW AS FOLLOWS--FROM POST OFFICE GO N ON U.S.
 KN0372'HIGHWAY 89 0.4 MILE TO A POINT WHERE U.S. 89 CURVES L, CONTINUE
 KN0372'STRAIGHT AHEAD ON GRAVEL ROAD 0.1 MILE TO UTAH STATE HIGHWAY
 KN0372'31.  THENCE TURN R, E, ON 31 AND GO UP CANYON 8.4 MILES TO
 KN0372'JUNCTION WITH SKYLINE DRIVE.  THENCE TURN L, N, ON SKYLINE DRIVE
 KN0372'AND GO 5.1 MILES TO A FORK AND SIGN--DRY CREEK DRIVEWAY.  TAKE
 KN0372'L FORK (DIM ROAD) AND GO 1.0 MILE TO ANOTHER SIGN--OAK CREEK.
 KN0372'CONTINUE WESTERLY 0.35 MILE TO A DIM FORK IN A GLADE AND A
 KN0372'SIGN--DRY CREEK DRIVEWAY.  THEN CONTINUE ON MAIN TRAVELED
 KN0372'ROAD STRAIGHT AHEAD TO RIGHT OF SIGN AROUND A HILLSIDE 0.65
 KN0372'MILE TO A FORK WHERE ROAD COMES INTO A SADDLE.  TAKE RIGHT
 KN0372'FORK AND GO 0.4 MILE TO ANOTHER SADDLE ON A RIDGE (NO BRUSH
 KN0372'IN THIS SADDLE).  FROM THIS POINT STATION IS ABOUT 0.2 MILE DUE N
 KN0372'(AT TIME OBSERVING PARTY DROVE THRU THICK BRUSH TO
 KN0372'STATION).  PACK N THRU THICK BRUSH (CHOKE CHERRY BUSHES)
 KN0372'TO SUMMIT OF KNOLL AND STATION SITE.
 KN0372'
 KN0372'STATION IS A STANDARD DISK TRIANGULATION STATION MARK SET IN
 KN0372'A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND SURFACE.
 KN0372'IT IS ON HIGHEST POINT OF KNOLL AND IS CLEAR TO W.  THERE ARE
 KN0372'CLUMPS OF ASPEN TREES TO N, E, AND S OF STATION.  OBSERVATIONS
 KN0372'WERE TAKEN FROM A 10-FOOT STAND.
 KN0372'
 KN0372'REFERENCE MARKS NOS. 1 AND 2 ARE BOTH SET IN CONCRETE POSTS
 KN0372'PROJECTING ABOUT 6 INCHES ABOVE GROUND SURFACE AND ARE ABOUT
 KN0372'SAME ELEVATION AS STATION.
 KN0372'
 KN0372'NOTE--AZIMUTH IS A STANDARD DISK AZIMUTH MARK SET IN A CONCRETE
 KN0372'POST ABOUT 1-1/2 MILES SE OF STATION.  POST PROJECTS ABOUT
 KN0372'8 INCHES ABOVE GROUND SURFACE AND IS 29 FEET NW OF SKYLINE
 KN0372'DRIVE AND IS ABOUT 30 FEET LESS ELEVATION THAN STATION.  IT IS
 KN0372'REACHED BY GOING 3.1 MILES ON SKYLINE DRIVE FROM JUNCTION OF
 KN0372'UTAH 31 AND SKYLINE DRIVE TOWARDS STATION AND IS 4.4 MILES BY
 KN0372'ROAD FROM STATION.
 KN0372'
 KN0372'STACK OBSERVED AS A CUT IS SITUATED AT A SUGAR FACTORY ABOUT
 KN0372'2-1/2 MILES S OF MORONI AND IS ABOUT 20 MILES SW OF STATION.
 KN0372'IT IS APPARENTLY 150 FEET IN HEIGHT AND ABOUT 15 FEET IN DIAMETER
 KN0372'AT TOP.  OBSERVATIONS WERE TAKEN ON TOP.  SCHOOL HOUSE NEAR
 KN0372'MORONI TAKEN AS A CUT IS A WHITE TWO STORY BUILDING AND IS ABOUT
 KN0372'18 MILES SW OF STATION.  OBSERVATIONS WERE TAKEN ON APPROXIMATE
 KN0372'CENTER OF STRUCTURE (TWO POSITIONS TAKEN).
 KN0372
 KN0372                          STATION RECOVERY (1950)
 KN0372
 KN0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 KN0372'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0420 ***********************************************************************
 KN0420  DESIGNATION -  CHRISS
 KN0420  PID         -  KN0420
 KN0420  STATE/COUNTY-  UT/JUAB
 KN0420  COUNTRY     -  US
 KN0420  USGS QUAD   -  SKINNER PEAKS (2017)
 KN0420
 KN0420                         *CURRENT SURVEY CONTROL
 KN0420  ______________________________________________________________________
 KN0420* NAD 83(1994) POSITION- 39 26 34.63887(N) 111 57 38.66061(W)   ADJUSTED
 KN0420* NAVD 88 ORTHO HEIGHT -  1666.2   (meters)     5467.    (feet) VERTCON3
 KN0420  ______________________________________________________________________
 KN0420  GEOID HEIGHT    -        -18.157 (meters)                     GEOID18
 KN0420  LAPLACE CORR    -          3.90  (seconds)                    DEFLEC18
 KN0420  HORZ ORDER      -  FIRST
 KN0420
 KN0420.The horizontal coordinates were established by classical geodetic methods
 KN0420.and adjusted by the National Geodetic Survey in November 1997.
 KN0420
 KN0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0420
 KN0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0420.GEOID18 height accuracy estimate available here.
 KN0420
 KN0420.Click photographs - Photos may exist for this station.
 KN0420
 KN0420.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0420
 KN0420. The following values were computed from the NAD 83(1994) position.
 KN0420
 KN0420;                    North         East     Units Scale Factor Converg.
 KN0420;SPC UT C     - 2,123,291.100   460,341.148   MT  0.99992209   -0 17 42.5
 KN0420;SPC UT C     - 6,966,164.22  1,510,302.58   sFT  0.99992209   -0 17 42.5
 KN0420;UTM  12      - 4,366,374.045   417,328.365   MT  0.99968415   -0 36 37.4
 KN0420
 KN0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0420!SPC UT C     -   0.99974151  x   0.99992209  =   0.99966362
 KN0420!UTM  12      -   0.99974151  x   0.99968415  =   0.99942574
 KN0420
 KN0420:                Primary Azimuth Mark                     Grid Az
 KN0420:SPC UT C     -  CHRISS AZ MK                             030 55 40.9
 KN0420:UTM  12      -  CHRISS AZ MK                             031 14 35.8
 KN0420
 KN0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ1732866374(NAD 83)
 KN0420
 KN0420|---------------------------------------------------------------------|
 KN0420| PID    Reference Object                     Distance      Geod. Az  |
 KN0420|                                                           dddmmss.s |
 KN0420| CM5327 CHRISS AZ MK                                       0303758.4 |
 KN0420| CM5328 CHRISS RM 1                           5.962 METERS 03149     |
 KN0420| KO0405 YUBA DAM GATEHOUSE S                APPROX.10.1 KM 2182245.1 |
 KN0420| CM5329 CHRISS RM 2                           5.322 METERS 27037     |
 KN0420| KO0403 MILLS UP RR WATER TANK              APPROX. 8.1 KM 3053117.3 |
 KN0420|---------------------------------------------------------------------|
 KN0420
 KN0420                          SUPERSEDED SURVEY CONTROL
 KN0420
 KN0420  NAD 83(1986)-  39 26 34.62820(N)    111 57 38.65405(W) AD(       ) 1
 KN0420  NAD 27      -  39 26 34.77700(N)    111 57 35.90500(W) AD(       ) 1
 KN0420  NGVD 29 (07/19/86) 1665.0    (m)         5463.     (f) VERT ANG       
 KN0420
 KN0420.Superseded values are not recommended for survey control.
 KN0420
 KN0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0420.See file dsdata.pdf to determine how the superseded data were derived.
 KN0420
 KN0420_MARKER: DS = TRIANGULATION STATION DISK
 KN0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0420_STAMPING: CHRISS 1947
 KN0420_MARK LOGO: CGS
 KN0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0420+STABILITY: SURFACE MOTION
 KN0420
 KN0420  HISTORY     - Date     Condition        Report By
 KN0420  HISTORY     - 1947     MONUMENTED       CGS
 KN0420
 KN0420                          STATION DESCRIPTION
 KN0420
 KN0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KN0420'THE STATION IS LOCATED ABOUT 7.0 MILES AIRLINE SOUTHWEST OF LEVAN
 KN0420'AND ABOUT 6.0 MILES AIRLINE NORTHEAST OF YUBA DAM ON A CEDAR
 KN0420'COVERED RIDGE THAT IS THE HIGHEST GROUND BETWEEN SEVIER RESERVOIR
 KN0420'AND CHICKEN CREEK RESERVOIR.  THE STATION MARK IS A BRONZE
 KN0420'DISK, PROJECTS 4 INCHES, SET ON THE HIGHEST POINT OF RIDGE, 3
 KN0420'FEET WEST OF A WHITE WITNESS POST.  IT IS STAMPED, CHRISS 1947.
 KN0420'
 KN0420'REFERENCE MARK NO. 1 IS A BRONZE DISK, PROJECTS 4 INCHES, SET
 KN0420'AT SAME ELEVATION AS THE STATION MARK AND IS STAMPED, CHRISS
 KN0420'NO 1 1947.
 KN0420'
 KN0420'REFERENCE MARK NO. 2 IS A BRONZE DISK, PROJECTS 4 INCHES, SET
 KN0420'AT SAME ELEVATION AS THE STATION MARK AND IS STAMPED, CHRISS
 KN0420'NO 2 1947.
 KN0420'
 KN0420'THE AZIMUTH MARK IS A BRONZE DISK, PROJECTS 10 INCHES, SET
 KN0420'ON A CEDAR-COVERED RIDGE, SLIGHTLY LOWER THAN THE STATION MARK,
 KN0420'10 FEET WEST OF A TRACK ROAD AND 4 FEET SOUTHWEST OF A WHITE
 KN0420'WITNESS POST.  IT IS STAMPED, CHRISS 1947.
 KN0420'
 KN0420'TO REACH THE STATION FROM LEVAN.  GO WESTERLY ON U.S. HIGHWAY 91,
 KN0420'9.1 MILES TO A ROAD LEFT JUST AFTER PASSING A DEEP CUT BANK
 KN0420'ON LEFT.  TURN LEFT, GO 0.3 MILE TO FORK AT FENCE CORNER.  KEEP
 KN0420'RIGHT ON MAIN ROAD, GO 1.5 MILE TO A WIRE GATE.  PASS THROUGH
 KN0420'GATE, GO 0.3 MILE TO A DIM ROAD RIGHT.  TURN RIGHT, GO 0.2
 KN0420'MILE TO A WIRE GATE.  PASS THROUGH GATE, TURN LEFT OFF ROAD,
 KN0420'FOLLOW TRACKS ALONG FENCE 0.5 MILE.  LEAVE FENCE LINE, FOLLOW DIM
 KN0420'ROAD UP GRADE 0.25 MILE TO AZIMUTH MARK ON RIGHT.
 KN0420'CONTINUE 0.3 MILE TO TOP OF RIDGE AND STATION.  A DRIVE
 KN0420'STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0486 ***********************************************************************
 JN0486  DESIGNATION -  CHUTE
 JN0486  PID         -  JN0486
 JN0486  STATE/COUNTY-  UT/EMERY
 JN0486  COUNTRY     -  US
 JN0486  USGS QUAD   -  HORSE VALLEY (2017)
 JN0486
 JN0486                         *CURRENT SURVEY CONTROL
 JN0486  ______________________________________________________________________
 JN0486* NAD 83(1994) POSITION- 38 37 59.91490(N) 110 47 14.97103(W)   ADJUSTED
 JN0486* NAVD 88 ORTHO HEIGHT -  1984.7   (meters)     6511.    (feet) VERTCON3
 JN0486  ______________________________________________________________________
 JN0486  GEOID HEIGHT    -        -19.035 (meters)                     GEOID18
 JN0486  LAPLACE CORR    -         -5.08  (seconds)                    DEFLEC18
 JN0486  HORZ ORDER      -  THIRD
 JN0486
 JN0486.The horizontal coordinates were established by classical geodetic methods
 JN0486.and adjusted by the National Geodetic Survey in November 1997.
 JN0486
 JN0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0486
 JN0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0486.GEOID18 height accuracy estimate available here.
 JN0486
 JN0486.Click photographs - Photos may exist for this station.
 JN0486
 JN0486.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0486
 JN0486. The following values were computed from the NAD 83(1994) position.
 JN0486
 JN0486;                    North         East     Units Scale Factor Converg.
 JN0486;SPC UT C     - 2,033,552.036   562,045.900   MT  1.00011662   +0 27 23.1
 JN0486;SPC UT C     - 6,671,745.30  1,843,978.92   sFT  1.00011662   +0 27 23.1
 JN0486;UTM  12      - 4,276,107.262   518,496.055   MT  0.99960421   +0 07 57.6
 JN0486
 JN0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0486!SPC UT C     -   0.99969168  x   1.00011662  =   0.99980826
 JN0486!UTM  12      -   0.99969168  x   0.99960421  =   0.99929601
 JN0486
 JN0486:                Primary Azimuth Mark                     Grid Az
 JN0486:SPC UT C     -  HORSE                                    135 29 32.6
 JN0486:UTM  12      -  HORSE                                    135 48 58.1
 JN0486
 JN0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH1849676107(NAD 83)
 JN0486
 JN0486|---------------------------------------------------------------------|
 JN0486| PID    Reference Object                     Distance      Geod. Az  |
 JN0486|                                                           dddmmss.s |
 JN0486| JN0484 HORSE                               APPROX. 8.4 KM 1355655.7 |
 JN0486|---------------------------------------------------------------------|
 JN0486
 JN0486                          SUPERSEDED SURVEY CONTROL
 JN0486
 JN0486  NAD 83(1986)-  38 37 59.90612(N)    110 47 14.96628(W) AD(       ) 3
 JN0486  NAD 27      -  38 37 59.98411(N)    110 47 12.40785(W) AD(       ) 3
 JN0486  NGVD 29 (07/19/86) 1983.6    (m)         6508.     (f) VERT ANG       
 JN0486
 JN0486.Superseded values are not recommended for survey control.
 JN0486
 JN0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0486.See file dsdata.pdf to determine how the superseded data were derived.
 JN0486
 JN0486_MARKER: DD = SURVEY DISK
 JN0486_SETTING: 66 = SET IN ROCK OUTCROP
 JN0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0486+STABILITY: POSITION/ELEVATION WELL
 JN0486
 JN0486  HISTORY     - Date     Condition        Report By
 JN0486  HISTORY     - 1952     MONUMENTED       USGS
 JN0486
 JN0486                          STATION DESCRIPTION
 JN0486
 JN0486'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0486'LOCATED ABOUT 42.0 MI. SW. OF GREEN RIVER, 16.0 MI. NW. OF HANKSVILLE
 JN0486'1.0 MI. W. OF CHUTE CANYON, ON NW. END OF VERY PROMINIENT ROCKY BUTTE
 JN0486'WHICH IS HIGHEST POINT OF SAN RAFAEL REEF W. OF TEMPLE MOUNTAIN.
 JN0486'
 JN0486'STATION REACHED BY HELICOPTER LANDING AT STATION.
 JN0486'
 JN0486'STATION MARK - STANDARD TABLET STAMPED ---CHUTE 1952--- SET IN ROCK.
 JN0486'
 JN0486'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 JN0486'---NO.1 1952--- SET IN ROCK, 28.90 FT. FROM STATION MARK,
 JN0486'S 10 DEG E.
 JN0486'
 JN0486'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED
 JN0486'---NO.2 1952--- SET IN ROCK, 28.90 FT. FROM STATION MARK,
 JN0486'N 75 DEG 58 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DF4642 ***********************************************************************
 DF4642  DESIGNATION -  CID1 BASE STATION
 DF4642  PID         -  DF4642
 DF4642  STATE/COUNTY-  UT/SALT LAKE
 DF4642  COUNTRY     -  US
 DF4642  USGS QUAD   -  DRAPER (2017)
 DF4642
 DF4642                         *CURRENT SURVEY CONTROL
 DF4642  ______________________________________________________________________
 DF4642* NAD 83(2011) POSITION- 40 35 40.19092(N) 111 49 57.53029(W)   ADJUSTED
 DF4642* NAD 83(2011) ELLIP HT-  1437.493 (meters)        (06/27/12)   ADJUSTED
 DF4642* NAD 83(2011) EPOCH   -  2010.00
 DF4642* NAVD 88 ORTHO HEIGHT -  1454.3   (meters)     4771.    (feet) GPS OBS
 DF4642  ______________________________________________________________________
 DF4642  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF4642  GEOID HEIGHT    -        -16.686 (meters)                     GEOID99
 DF4642  GEOID HEIGHT    -        -16.777 (meters)                     GEOID18
 DF4642  NAD 83(2011) X  - -1,804,110.595 (meters)                     COMP
 DF4642  NAD 83(2011) Y  - -4,503,155.048 (meters)                     COMP
 DF4642  NAD 83(2011) Z  -  4,129,268.955 (meters)                     COMP
 DF4642  LAPLACE CORR    -         13.60  (seconds)                    DEFLEC18
 DF4642
 DF4642  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF4642  Standards:
 DF4642         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF4642            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF4642  -------------------------------------------------------------------
 DF4642  NETWORK    0.69   1.08           0.32   0.23   0.55     -0.00068361
 DF4642  -------------------------------------------------------------------
 DF4642  Click here for local accuracies and other accuracy information.
 DF4642
 DF4642.The horizontal coordinates were established by GPS observations
 DF4642.and adjusted by the National Geodetic Survey in June 2012.
 DF4642
 DF4642.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF4642.been affixed to the stable North American tectonic plate. See 
 DF4642.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF4642
 DF4642.The horizontal coordinates are valid at the epoch date displayed above
 DF4642.which is a decimal equivalence of Year/Month/Day.
 DF4642
 DF4642.The orthometric height was determined by GPS observations and a
 DF4642.high-resolution geoid model.
 DF4642
 DF4642.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4642.GEOID18 height accuracy estimate available here.
 DF4642
 DF4642.Click photographs - Photos may exist for this station.
 DF4642
 DF4642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4642
 DF4642.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF4642
 DF4642.The ellipsoidal height was determined by GPS observations
 DF4642.and is referenced to NAD 83.
 DF4642
 DF4642. The following values were computed from the NAD 83(2011) position.
 DF4642
 DF4642;                    North         East     Units Scale Factor Converg.
 DF4642;SPC UT C     - 2,251,092.675   471,842.277   MT  0.99998666   -0 12 47.1
 DF4642;SPC UT C     - 7,385,459.88  1,548,035.87   sFT  0.99998666   -0 12 47.1
 DF4642;UTM  12      - 4,494,077.155   429,545.292   MT  0.99966110   -0 32 30.6
 DF4642
 DF4642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4642!SPC UT C     -   0.99977456  x   0.99998666  =   0.99976122
 DF4642!UTM  12      -   0.99977456  x   0.99966110  =   0.99943573
 DF4642
 DF4642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2954594077(NAD 83)
 DF4642
 DF4642                          SUPERSEDED SURVEY CONTROL
 DF4642
 DF4642  NAD 83(2007)-  40 35 40.19061(N)    111 49 57.53103(W) AD(2002.00) 0
 DF4642  ELLIP H (02/10/07) 1437.514  (m)                       GP(2002.00)    
 DF4642  NAD 83(1994)-  40 35 40.19042(N)    111 49 57.53070(W) AD(       ) 1
 DF4642  ELLIP H (03/31/03) 1437.519  (m)                       GP(       ) 4 2
 DF4642
 DF4642.Superseded values are not recommended for survey control.
 DF4642
 DF4642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4642.See file dsdata.pdf to determine how the superseded data were derived.
 DF4642
 DF4642_MARKER: Z = SEE DESCRIPTION
 DF4642_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 DF4642_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF4642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF4642+STABILITY: POSITION/ELEVATION WELL
 DF4642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4642+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 DF4642
 DF4642  HISTORY     - Date     Condition        Report By
 DF4642  HISTORY     - UNK      MONUMENTED       SLCS
 DF4642  HISTORY     - 20020827 GOOD             SLCS
 DF4642
 DF4642                          STATION DESCRIPTION
 DF4642
 DF4642'DESCRIBED BY SALT LAKE COUNTY SURVEYOR 2002
 DF4642'TO REACH THE SANDY COTTONWOOD BASE STATION FROM THE INTERSECTION OF
 DF4642'9000 SOUTH AND THE I-15 INTERSTATE FREEWAY, GO EAST ON 9000 SOUTH 1.4
 DF4642'MILES TO 700 EAST, THEN CONTINUE NORTH ON 700 EAST 0.5 MILES TO 8600
 DF4642'SOUTH, THEN CONTINUE EAST ON 8600 SOUTH 2.2 MILES TO HIGHLAND DRIVE,
 DF4642'THEN CONTINUE NORTH ON HIGHLAND DRIVE 0.4 MILES TO THE COTTONWOOD
 DF4642'IMPROVEMENT DISTRICT BUILDING AT 8620 SOUTH HIGHLAND DRIVE.
 DF4642'
 DF4642'POINT IS LOCATED ON THE ROOF OF THE NORTH BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0499 ***********************************************************************
 JO0499  DESIGNATION -  CIRCLEVILLE
 JO0499  PID         -  JO0499
 JO0499  STATE/COUNTY-  UT/PIUTE
 JO0499  COUNTRY     -  US
 JO0499  USGS QUAD   -  CIRCLEVILLE MOUNTAIN (2017)
 JO0499
 JO0499                         *CURRENT SURVEY CONTROL
 JO0499  ______________________________________________________________________
 JO0499* NAD 83(1994) POSITION- 38 11 47.39799(N) 112 24 07.39341(W)   ADJUSTED
 JO0499* NAVD 88 ORTHO HEIGHT -  3455.3   (meters)    11336.    (feet) VERTCON3
 JO0499  ______________________________________________________________________
 JO0499  GEOID HEIGHT    -        -19.121 (meters)                     GEOID18
 JO0499  LAPLACE CORR    -          6.81  (seconds)                    DEFLEC18
 JO0499  HORZ ORDER      -  SECOND
 JO0499
 JO0499.The horizontal coordinates were established by classical geodetic methods
 JO0499.and adjusted by the National Geodetic Survey in November 1997.
 JO0499
 JO0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0499
 JO0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0499.GEOID18 height accuracy estimate available here.
 JO0499
 JO0499.Click photographs - Photos may exist for this station.
 JO0499
 JO0499.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0499
 JO0499. The following values were computed from the NAD 83(1994) position.
 JO0499
 JO0499;                    North         East     Units Scale Factor Converg.
 JO0499;SPC UT S     - 3,170,170.678   420,985.308   MT  0.99997714   -0 33 09.6
 JO0499;SPC UT S     -10,400,801.63  1,381,182.63   sFT  0.99997714   -0 33 09.6
 JO0499;UTM  12      - 4,228,546.364   377,229.700   MT  0.99978563   -0 52 01.5
 JO0499
 JO0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0499!SPC UT S     -   0.99946112  x   0.99997714  =   0.99943827
 JO0499!UTM  12      -   0.99946112  x   0.99978563  =   0.99924687
 JO0499
 JO0499:                Primary Azimuth Mark                     Grid Az
 JO0499:SPC UT S     -  BAKERS                                   325 38 26.1
 JO0499:UTM  12      -  BAKERS                                   325 57 18.0
 JO0499
 JO0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH7722928546(NAD 83)
 JO0499
 JO0499|---------------------------------------------------------------------|
 JO0499| PID    Reference Object                     Distance      Geod. Az  |
 JO0499|                                                           dddmmss.s |
 JO0499| CM5334 CIRCLEVILLE RM                        9.343 METERS 00551     |
 JO0499| JO0497 CIRCLEVILLE MTN 11                  455.892 METERS 0492045.6 |
 JO0499| CM5333 CIRCLEVILLE RM 1                      6.582 METERS 09620     |
 JO0499| JO0503 BAKERS                              APPROX.14.3 KM 3250516.5 |
 JO0499|---------------------------------------------------------------------|
 JO0499
 JO0499                          SUPERSEDED SURVEY CONTROL
 JO0499
 JO0499  NAD 83(1986)-  38 11 47.39446(N)    112 24 07.39258(W) AD(       ) 2
 JO0499  NAD 27      -  38 11 47.45214(N)    112 24 04.62505(W) AD(       ) 2
 JO0499  NGVD 29 (07/19/86) 3453.7    (m)        11331.     (f) VERT ANG       
 JO0499
 JO0499.Superseded values are not recommended for survey control.
 JO0499
 JO0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0499.See file dsdata.pdf to determine how the superseded data were derived.
 JO0499
 JO0499_MARKER: DB = BENCH MARK DISK
 JO0499_SETTING: 66 = SET IN ROCK OUTCROP
 JO0499_STAMPING: CIRCLEVILLE 1971
 JO0499_MARK LOGO: USGS
 JO0499_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0499+STABILITY: POSITION/ELEVATION WELL
 JO0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0499+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2019
 JO0499
 JO0499  HISTORY     - Date     Condition        Report By
 JO0499  HISTORY     - 1971     MONUMENTED       USGS
 JO0499  HISTORY     - 20190714 GOOD             INDIV
 JO0499
 JO0499                          STATION DESCRIPTION
 JO0499
 JO0499'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0499'RM 1 TO RM NOT MEASURED.
 JO0499'
 JO0499'LOCATED ABOUT 7 MI NW. OF CIRCLEVILLE.  ON SUMMIT OF CIRCLEVILLE
 JO0499'MOUNTAIN.
 JO0499'
 JO0499'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 153 AND
 JO0499'U.S. HIGHWAY 91 IN BEAVER GO E. ON STATE HIGHWAY 153 FOR 10 MI
 JO0499'TO MAIN RD. TO LABARON AND KENTS LAKE.  TURN RIGHT FOR 12.1 MI
 JO0499'TO OLD LOGGING RD.  TURN RIGHT FOR 2.8 MI ON OLD LOGGING RD. AND
 JO0499'JEEP TRAIL TO A ROCKY AREA ON RIDGE AND END OF TRUCK
 JO0499'TRAVEL.  STATION IS 400 YARDS SW. ALONG RIDGE.  A 4-WHEEL DRIVE
 JO0499'IS NEEDED FOR LAST 2 MI OF TRUCK TRAVEL.
 JO0499'
 JO0499'STATION MARK--STANDARD TABLET STAMPED CIRCLEVILLE CEMENTED IN ROCK.
 JO0499'
 JO0499'REFERENCE MARK--REFERENCE TABLET STAMPED CIRCLEVILLE CEMENTED IN
 JO0499'ROCK.
 JO0499'
 JO0499'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 JO0499'NO 1 1971 CEMENTED IN DRILL HOLE IN ROCK.
 JO0499
 JO0499                          STATION RECOVERY (2019)
 JO0499
 JO0499'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (TWG)
 JO0499'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0497 ***********************************************************************
 JO0497  DESIGNATION -  CIRCLEVILLE MTN 11
 JO0497  PID         -  JO0497
 JO0497  STATE/COUNTY-  UT/PIUTE
 JO0497  COUNTRY     -  US
 JO0497  USGS QUAD   -  CIRCLEVILLE MOUNTAIN (2017)
 JO0497
 JO0497                         *CURRENT SURVEY CONTROL
 JO0497  ______________________________________________________________________
 JO0497* NAD 83(1994) POSITION- 38 11 57.03046(N) 112 23 53.17882(W)   ADJUSTED
 JO0497* NAVD 88 ORTHO HEIGHT -  3438.6   (meters)    11281.    (feet) VERTCON3
 JO0497  ______________________________________________________________________
 JO0497  GEOID HEIGHT    -        -19.111 (meters)                     GEOID18
 JO0497  LAPLACE CORR    -          3.74  (seconds)                    DEFLEC18
 JO0497  HORZ ORDER      -  THIRD
 JO0497
 JO0497.The horizontal coordinates were established by classical geodetic methods
 JO0497.and adjusted by the National Geodetic Survey in November 1997.
 JO0497
 JO0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0497
 JO0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0497.GEOID18 height accuracy estimate available here.
 JO0497
 JO0497.Click photographs - Photos may exist for this station.
 JO0497
 JO0497.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0497
 JO0497. The following values were computed from the NAD 83(1994) position.
 JO0497
 JO0497;                    North         East     Units Scale Factor Converg.
 JO0497;SPC UT S     - 3,170,464.331   421,334.015   MT  0.99997748   -0 33 00.9
 JO0497;SPC UT S     -10,401,765.06  1,382,326.68   sFT  0.99997748   -0 33 00.9
 JO0497;UTM  12      - 4,228,838.042   377,579.946   MT  0.99978457   -0 51 52.9
 JO0497
 JO0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0497!SPC UT S     -   0.99946374  x   0.99997748  =   0.99944123
 JO0497!UTM  12      -   0.99946374  x   0.99978457  =   0.99924842
 JO0497
 JO0497:                Primary Azimuth Mark                     Grid Az
 JO0497:SPC UT S     -  CITY CREEK PEAK M 4                      023 02 45.2
 JO0497:UTM  12      -  CITY CREEK PEAK M 4                      023 21 37.2
 JO0497
 JO0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH7757928838(NAD 83)
 JO0497
 JO0497|---------------------------------------------------------------------|
 JO0497| PID    Reference Object                     Distance      Geod. Az  |
 JO0497|                                                           dddmmss.s |
 JO0497| JO0500 CITY CREEK PEAK M 4                 APPROX.13.5 KM 0222944.3 |
 JO0497|---------------------------------------------------------------------|
 JO0497
 JO0497                          SUPERSEDED SURVEY CONTROL
 JO0497
 JO0497  NAD 83(1986)-  38 11 57.02692(N)    112 23 53.17794(W) AD(       ) 3
 JO0497  NAD 27      -  38 11 57.07800(N)    112 23 50.42000(W) AD(       ) 3
 JO0497  USSD        -  38 11 57.84000(N)    112 23 51.22700(W) AD(       ) 3
 JO0497  NGVD 29 (07/19/86) 3437.0    (m)        11276.     (f) VERT ANG       
 JO0497
 JO0497.Superseded values are not recommended for survey control.
 JO0497
 JO0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0497.See file dsdata.pdf to determine how the superseded data were derived.
 JO0497
 JO0497_MARKER: DD = SURVEY DISK
 JO0497_SETTING: 0 = UNSPECIFIED SETTING
 JO0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0497
 JO0497  HISTORY     - Date     Condition        Report By
 JO0497  HISTORY     - 1919     MONUMENTED       USFS
 JO0497
 JO0497                          STATION DESCRIPTION
 JO0497
 JO0497'DESCRIBED BY US FOREST SERVICE 1919 (GDC)
 JO0497'ABOUT 6-1/2 MILES WEST AND A LITTLE NORTH OF CIRCLEVILLE, ON THE
 JO0497'SOUTH RIM OF CIRCLEVILLE MOUNTAIN.  THERE IS A SLIGHTLY HIGHER
 JO0497'POINT ABOUT 1/2 MILE TO THE SOUTHWEST.  STATION IS MARKED BY A
 JO0497'STANDARD DISK STATION MARK, SURMOUNTED BY A POLE SIGNAL, WITH A
 JO0497'CAIRN AROUND THE BASE.  BELKNAP BEARS ABOUT N. 10 DEG W. AND
 JO0497'MONROE 2 ABOUT N. 32 DEG E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0489 ***********************************************************************
 JM0489  CBN         -  This is a Cooperative Base Network Control Station.
 JM0489  DESIGNATION -  CISCO
 JM0489  PID         -  JM0489
 JM0489  STATE/COUNTY-  UT/GRAND
 JM0489  COUNTRY     -  US
 JM0489  USGS QUAD   -  CISCO (2017)
 JM0489
 JM0489                         *CURRENT SURVEY CONTROL
 JM0489  ______________________________________________________________________
 JM0489* NAD 83(2011) POSITION- 38 57 33.75556(N) 109 18 10.53228(W)   ADJUSTED
 JM0489* NAD 83(2011) ELLIP HT-  1337.501 (meters)        (06/27/12)   ADJUSTED
 JM0489* NAD 83(2011) EPOCH   -  2010.00
 JM0489* NAVD 88 ORTHO HEIGHT -  1356.8   (meters)     4451.    (feet) GPS OBS
 JM0489  ______________________________________________________________________
 JM0489  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JM0489  GEOID HEIGHT    -         -19.12 (meters)                     GEOID93
 JM0489  GEOID HEIGHT    -        -19.315 (meters)                     GEOID18
 JM0489  NAD 83(2011) X  - -1,641,971.874 (meters)                     COMP
 JM0489  NAD 83(2011) Y  - -4,687,968.258 (meters)                     COMP
 JM0489  NAD 83(2011) Z  -  3,989,652.210 (meters)                     COMP
 JM0489  LAPLACE CORR    -          7.69  (seconds)                    DEFLEC18
 JM0489
 JM0489  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JM0489  Standards:
 JM0489         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JM0489            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JM0489  -------------------------------------------------------------------
 JM0489  NETWORK    0.96   1.63           0.45   0.31   0.83     -0.12621900
 JM0489  -------------------------------------------------------------------
 JM0489  Click here for local accuracies and other accuracy information.
 JM0489
 JM0489.The horizontal coordinates were established by GPS observations
 JM0489.and adjusted by the National Geodetic Survey in June 2012.
 JM0489
 JM0489.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JM0489.been affixed to the stable North American tectonic plate. See 
 JM0489.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JM0489
 JM0489.The horizontal coordinates are valid at the epoch date displayed above
 JM0489.which is a decimal equivalence of Year/Month/Day.
 JM0489
 JM0489.The orthometric height was determined by GPS observations and a
 JM0489.high-resolution geoid model.
 JM0489
 JM0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0489.GEOID18 height accuracy estimate available here.
 JM0489
 JM0489.Click photographs - Photos may exist for this station.
 JM0489
 JM0489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JM0489
 JM0489.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0489
 JM0489.The ellipsoidal height was determined by GPS observations
 JM0489.and is referenced to NAD 83.
 JM0489
 JM0489. The following values were computed from the NAD 83(2011) position.
 JM0489
 JM0489;                    North         East     Units Scale Factor Converg.
 JM0489;SPC UT C     - 2,071,843.184   690,417.071   MT  1.00001463   +1 24 26.6
 JM0489;SPC UT C     - 6,797,372.18  2,265,143.34   sFT  1.00001463   +1 24 26.6
 JM0489;UTM  12      - 4,313,638.030   647,041.189   MT  0.99986624   +1 04 02.1
 JM0489
 JM0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0489!SPC UT C     -   0.99979019  x   1.00001463  =   0.99980482
 JM0489!UTM  12      -   0.99979019  x   0.99986624  =   0.99965646
 JM0489
 JM0489:                Primary Azimuth Mark                     Grid Az
 JM0489:SPC UT C     -  CISCO AZ MK                              334 58 16.9
 JM0489:UTM  12      -  CISCO AZ MK                              335 18 41.4
 JM0489
 JM0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ4704113638(NAD 83)
 JM0489
 JM0489|---------------------------------------------------------------------|
 JM0489| PID    Reference Object                     Distance      Geod. Az  |
 JM0489|                                                           dddmmss.s |
 JM0489| CM6269 CISCO RM 1                           11.264 METERS 01704     |
 JM0489| JM0483 CHIMNEY ROCK                        APPROX.34.7 KM 1892228.4 |
 JM0489| CM6270 CISCO RM 2                           10.373 METERS 26844     |
 JM0489| CM6268 CISCO AZ MK                                        3362243.5 |
 JM0489|---------------------------------------------------------------------|
 JM0489
 JM0489                          SUPERSEDED SURVEY CONTROL
 JM0489
 JM0489  NAD 83(2007)-  38 57 33.75513(N)    109 18 10.53289(W) AD(2002.00) 0
 JM0489  ELLIP H (02/10/07) 1337.520  (m)                       GP(2002.00)    
 JM0489  ELLIP H (11/14/01) 1337.551  (m)                       GP(       ) 4 2
 JM0489  NAD 83(1994)-  38 57 33.75428(N)    109 18 10.53294(W) AD(       ) B
 JM0489  ELLIP H (04/21/95) 1337.605  (m)                       GP(       ) 4 1
 JM0489  NAD 83(1986)-  38 57 33.72991(N)    109 18 10.52457(W) AD(       ) 3
 JM0489  NAD 27      -  38 57 33.82800(N)    109 18 08.10600(W) AD(       ) 3
 JM0489  NGVD 29 (07/19/86) 1355.4    (m)         4447.     (f) VERT ANG       
 JM0489
 JM0489.Superseded values are not recommended for survey control.
 JM0489
 JM0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0489.See file dsdata.pdf to determine how the superseded data were derived.
 JM0489
 JM0489_MARKER: DS = TRIANGULATION STATION DISK
 JM0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0489_STAMPING: CISCO 1937
 JM0489_MARK LOGO: CGS
 JM0489_MAGNETIC: N = NO MAGNETIC MATERIAL
 JM0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0489+STABILITY: SURFACE MOTION
 JM0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0489+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1993
 JM0489
 JM0489  HISTORY     - Date     Condition        Report By
 JM0489  HISTORY     - 1937     MONUMENTED       CGS
 JM0489  HISTORY     - 1960     GOOD             USGS
 JM0489  HISTORY     - 19931021 GOOD             NGS
 JM0489
 JM0489                          STATION DESCRIPTION
 JM0489
 JM0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JM0489'STATION IS LOCATED ON A LOW BARE HILL ABOUT 1.0 MILE AIR LINE
 JM0489'SE OF THE TOWN OF CISCO, UTAH.  THE HILL RISES VERY GRADUALLY
 JM0489'FROM THE TOWN OF CISCO, AND SLOPES OFF MORE RAPIDLY TO THE
 JM0489'S OF THE STATION.
 JM0489'
 JM0489'SURFACE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE-TOPPED
 JM0489'CONCRETE POST PROJECTING 6 INCHES, STAMPED CISCO-1937.
 JM0489'
 JM0489'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 JM0489'
 JM0489'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN TOP OF
 JM0489'SQUARE-TOPPED CONCRETE POST 37 FEET NE OF STATION, PROJECTS 4
 JM0489'INCHES, STAMPED CISCO-1937.
 JM0489'
 JM0489'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 JM0489'SQUARE-TOPPED CONCRETE POST, PROJECTING 8 INCHES, STAMPED
 JM0489'CISCO-1937, LOCATED 34 FEET W OF STATION.
 JM0489'
 JM0489'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 JM0489'POST THAT PROJECTS 6 INCHES, AND IS LOCATED ABOUT 1.0 MILE
 JM0489'N OF THE STATION AND 0.65 MILE E OF THE CISCO RAILWAY STATION
 JM0489'ON NW SIDE OF HIGHWAY, AT POINT WHERE HIGHWAY TURNS N ACROSS
 JM0489'RAILROAD TRACK.  IT IS 95 FEET NW OF CENTER LINE OF ROAD AND
 JM0489'75 FEET S OF CENTER LINE OF DENVER AND REC. GRADE WESTERN
 JM0489'TRACK AND 130 FEET SW OF RAILROAD SIGNAL NO. 5038.
 JM0489'
 JM0489'TO REACH FROM CISCO RAILROAD STATION, GO E ON U.S. HIGHWAY
 JM0489'50 FOR 0.2 MILE TO A GRADED DIRT ROAD RIGHT, S, ALONG W SIDE
 JM0489'OF TOURIST CABINS.  TURN RIGHT, S AND GO 0.1 MILE TO T-ROAD,
 JM0489'TURN LEFT, E BY S AND GO 1.2 MILES TO A POINT OPPOSITE A
 JM0489'LONE TREE AND A PATCH OF BRUSH.  TURN RIGHT AND DRIVE ACROSS
 JM0489'COUNTRY 0.2 MILE TO STATION.
 JM0489'
 JM0489'CHIMNEY ROCK IS LOCATED APPARENTLY NW OF MT. WAAS ABOUT 20
 JM0489'MILES DISTANT AND JUST E OF A LARGE FLAT-TOPPED ROCK BUTTE.
 JM0489'
 JM0489'WATER TANK IS EASTERLY AND LARGEST OF THREE IN THE TOWN OF
 JM0489'CISCO.
 JM0489
 JM0489                          STATION RECOVERY (1960)
 JM0489
 JM0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JM0489'RECOVERED IN GOOD CONDITION.
 JM0489
 JM0489                          STATION RECOVERY (1993)
 JM0489
 JM0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 JM0489'STATION IS LOCATED ABOUT 45 KM (27.95 MI) EAST OF CRESCENT JUNCTION,
 JM0489'21 KM (13.05 MI) WEST OF THE UTAH-COLORADO STATE LINE, 2 KM (1.25 MI)
 JM0489'SOUTHEAST OF CISCO, ON A LOW GRASSY HILL, ALONG A TRACK ROAD, IN SOUTH
 JM0489'CENTRAL SECTION 19, T 21 S, R 24 E.  OWNERSHIP--STATE OF UTAH. TO
 JM0489'REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 70 AND
 JM0489'STATE HIGHWAY 128 (EXIT 202), ABOUT 37 KM (23.00 MI) EAST OF CRESCENT
 JM0489'JUNCTION, GO SOUTHEAST, THEN NORTHEAST ON HIGHWAY 128 FOR 4.78 KM
 JM0489'(2.95 MI) TO A PAVED ROAD RIGHT.  CONTINUE AHEAD, NORTHEAST, LEAVING
 JM0489'HIGHWAY 128, ON OLD HIGHWAY FOR 2.48 KM (1.55 MI) TO A BRIDGE OVER
 JM0489'CISCO WASH.  CONTINUE AHEAD FOR 1.83 KM (1.15 MI) TO AN OLD PAVED ROAD
 JM0489'RIGHT AT AN OLD GAS STATION ON THE EAST SIDE OF CISCO. TURN RIGHT,
 JM0489'SOUTH, ON OLD PAVED ROAD FOR 0.20 KM (0.10 MI) TO A SLANTED T-ROAD.
 JM0489'BEAR LEFT, SOUTHEAST, ON OLD ROAD FOR 0.24 KM (0.15 MI) TO A FORK.
 JM0489'KEEP RIGHT, SOUTHEAST, ON OLD ROAD FOR 1.07 KM (0.65 MI) TO A CATTLE
 JM0489'GUARD.  CONTINUE AHEAD FOR 0.78 KM (0.50 MI) TO A TRACK ROAD RIGHT
 JM0489'JUST BEFORE TOP OF RISE (BETWEEN POWERLINE POLES WHERE IT CROSSES THE
 JM0489'ROAD).  TURN SHARP RIGHT, WESTERLY, ON TRACK ROAD ALONG HIGH GROUND
 JM0489'FOR 0.40 KM (0.25 MI) TO THE STATION ON THE LEFT. STATION MARK IS A
 JM0489'DISK SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST PROJECTING 5 CM
 JM0489'ABOVE GROUND.  IT IS 4.5 M (14.8 FT) SOUTHEAST OF THE ROAD CENTER, AND
 JM0489'0.9 M (3.0 FT) NORTHWEST OF A FIBERGLASS WITNESS POST. DESCRIBED BY
 JM0489'G.R.HEID
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1006 ***********************************************************************
 LO1006  DESIGNATION -  CITY CREEK
 LO1006  PID         -  LO1006
 LO1006  STATE/COUNTY-  UT/SALT LAKE
 LO1006  COUNTRY     -  US
 LO1006  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO1006
 LO1006                         *CURRENT SURVEY CONTROL
 LO1006  ______________________________________________________________________
 LO1006* NAD 83(1994) POSITION- 40 48 26.00646(N) 111 52 51.47793(W)   ADJUSTED
 LO1006* NAVD 88 ORTHO HEIGHT -  1875.8   (meters)     6154.    (feet) VERTCON3
 LO1006  ______________________________________________________________________
 LO1006  GEOID HEIGHT    -        -16.564 (meters)                     GEOID18
 LO1006  LAPLACE CORR    -         12.76  (seconds)                    DEFLEC18
 LO1006  HORZ ORDER      -  SECOND
 LO1006
 LO1006.The horizontal coordinates were established by classical geodetic methods
 LO1006.and adjusted by the National Geodetic Survey in November 1997.
 LO1006
 LO1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1006
 LO1006.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1006.GEOID18 height accuracy estimate available here.
 LO1006
 LO1006.Click photographs - Photos may exist for this station.
 LO1006
 LO1006.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1006
 LO1006. The following values were computed from the NAD 83(1994) position.
 LO1006
 LO1006;                    North         East     Units Scale Factor Converg.
 LO1006;SPC UT C     - 2,274,731.983   467,852.859   MT  1.00004292   -0 14 38.5
 LO1006;SPC UT C     - 7,463,016.51  1,534,947.25   sFT  1.00004292   -0 14 38.5
 LO1006;UTM  12      - 4,517,730.801   425,693.521   MT  0.99966796   -0 34 32.7
 LO1006
 LO1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1006!SPC UT C     -   0.99970844  x   1.00004292  =   0.99975135
 LO1006!UTM  12      -   0.99970844  x   0.99966796  =   0.99937650
 LO1006
 LO1006:                Primary Azimuth Mark                     Grid Az
 LO1006:SPC UT C     -  SALT LAKE CITY TEMPLE W SPIRE            193 16 46.9
 LO1006:UTM  12      -  SALT LAKE CITY TEMPLE W SPIRE            193 36 41.1
 LO1006
 LO1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2569317730(NAD 83)
 LO1006
 LO1006|---------------------------------------------------------------------|
 LO1006| PID    Reference Object                     Distance      Geod. Az  |
 LO1006|                                                           dddmmss.s |
 LO1006| MR0700 FRANCIS PEAK ANG RADAR DOME         APPROX.25.3 KM 0080545.1 |
 LO1006| CM5335 CITY CREEK RM 1                       6.178 METERS 17255     |
 LO1006| LO0996 SALT LAKE CITY ST CAPITOL DOME      APPROX. 3.4 KM 1902653.5 |
 LO1006| LO1002 SALT LAKE CITY TEMPLE E SPIRE       APPROX. 4.2 KM 1922531.3 |
 LO1006| LO1000 SALT LAKE CITY TEMPLE W SPIRE       APPROX. 4.2 KM 1930208.4 |
 LO1006| DF6853 CITY CREEK RM                         5.286 METERS 26519     |
 LO1006| LO1009 LIME RM 3 AZIMUTH                   145.087 METERS 27415     |
 LO1006|---------------------------------------------------------------------|
 LO1006
 LO1006                          SUPERSEDED SURVEY CONTROL
 LO1006
 LO1006  NAD 83(1993)-  40 48 26.00617(N)    111 52 51.47773(W) AD(       ) 2
 LO1006  NAD 83(1986)-  40 48 25.99508(N)    111 52 51.46838(W) AD(       ) 2
 LO1006  NAD 27      -  40 48 26.19020(N)    111 52 48.69810(W) AD(       ) 2
 LO1006  USCA        -  40 48 20.76000(N)    111 52 54.60000(W) AD(       ) 3
 LO1006  USSD        -  40 48 27.05500(N)    111 52 49.27600(W) AD(       ) 3
 LO1006  NGVD 29 (07/19/86) 1874.8    (m)         6151.     (f) VERT ANG       
 LO1006
 LO1006.Superseded values are not recommended for survey control.
 LO1006
 LO1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1006.See file dsdata.pdf to determine how the superseded data were derived.
 LO1006
 LO1006_MARKER: B = BOLT
 LO1006_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LO1006_SP_SET: OBJECT IMBEDDED IN GROUND
 LO1006
 LO1006  HISTORY     - Date     Condition        Report By
 LO1006  HISTORY     - 1893     MONUMENTED       CGS
 LO1006  HISTORY     - 1936     GOOD             USFS
 LO1006  HISTORY     - 1950     GOOD             USGS
 LO1006  HISTORY     - 1953     GOOD             CGS
 LO1006  HISTORY     - 1974     GOOD             NGS
 LO1006
 LO1006                          STATION DESCRIPTION
 LO1006
 LO1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1893 (WE)
 LO1006'ABOUT 2-1/2 MILES NORTH OF SALT LAKE CITY, ON A LOW EAST-AND-WEST
 LO1006'RIDGE OF THE WASATCH MOUNTAINS.  THE STATION IS MARKED BY A CROSS
 LO1006'IN A BRASS BOLT IN A GRANITE MONUMENT 7 INCHES SQUARE ON TOP
 LO1006'AND 18 INCHES LONG.  THE UNDERGROUND MARK IS A BOTTLE, AND BOTH
 LO1006'IT AND THE SURFACE MARK ARE EMBEDDED IN A MASS OF CONCRETE.
 LO1006
 LO1006                          STATION RECOVERY (1936)
 LO1006
 LO1006'RECOVERY NOTE BY US FOREST SERVICE 1936
 LO1006'RECOVERED AS DESCRIBED.  SIGNAL POLE WAS LEFT AT STATION.
 LO1006
 LO1006                          STATION RECOVERY (1950)
 LO1006
 LO1006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 LO1006'RECOVERED.
 LO1006'
 LO1006'STATION MARK--A 7 X 7 IN. GRANITE POST, BRASS BOLT IN TOP, SMALL
 LO1006'CROSS IN BOLT.
 LO1006
 LO1006                          STATION RECOVERY (1953)
 LO1006
 LO1006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 LO1006'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 LO1006'IS ADEQUATE.
 LO1006
 LO1006                          STATION RECOVERY (1974)
 LO1006
 LO1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LO1006'THE STATION AND ONE U.S. GEOLOGICAL SURVEY REFERENCE
 LO1006'MARK WERE RECOVERED IN GOOD CONDITION.  A NEW
 LO1006'REFERENCE MARK NUMBER ONE WAS ESTABLISHED AND AN ELECTRONIC
 LO1006'TRAVERSE WAS MADE TO LIME RM 3.  NO DATA WAS AVAILABLE ON
 LO1006'PREVIOUS LOCAL MEASUREMENTS.  THE CAIRN ON FRANCIS PEAK NO
 LO1006'LONGER EXISTS.  A NEW DESCRIPTION FOLLOWS--
 LO1006'
 LO1006'THE STATION IS LOCATED 3 MILES NORTH-NORTHEAST OF THE
 LO1006'STATE CAPITOL BUILDING IN THE NORTH PART OF SALT
 LO1006'LAKE CITY.  IT IS IN A FLAT AREA ON A HIGH BARE RIDGE.
 LO1006'
 LO1006'TO REACH THE STATION FROM THE SOUTH ENTRANCE TO THE UTAH
 LO1006'STATE CAPITOL BUILDING AT THE INTERSECTION OF STATE STREET
 LO1006'AND 3RD NORTH STREET GO EAST ON 3RD NORTH STREET FOR 0.1
 LO1006'MILE TO EAST CAPITOL BOULEVARD.  TURN LEFT AND GO
 LO1006'NORTH ON EAST CAPITOL BOULEVARD 0.2 MILE TO CROSSROAD AND FORK
 LO1006'AT 4TH STREET NORTH.  CONTINUE ACROSS AND UPHILL ON LEFT FORK,
 LO1006'EAST CAPITOL BOULEVARD, FOR 0.55 MILE TO EDGECOMB DRIVE ON THE
 LO1006'LEFT.  TURN LEFT AND CONTINUE WEST AND NORTH FOR 0.2 MILE ON
 LO1006'EDGECOMB DRIVE TO DORCHESTER DRIVE AT A T-INTERSECTION.  TURN
 LO1006'LEFT AND GO WEST ON DORCHESTER DRIVE 0.1 MILE TO SHORT STEEP
 LO1006'SIDE ROAD ON RIGHT.  TURN RIGHT AND CLIMB 100 FEET TO
 LO1006'METAL GATE ON LEFT.  TURN LEFT THROUGH GATE AND CLIMB WEST
 LO1006'AND NORTH ON NARROW GRAVEL ROAD 0.6 MILE TO METAL GATE PASS
 LO1006'THROUGH AND CONTINUE UPHILL 1.0 MILE TO CROSSROAD AT SUMMIT OF
 LO1006'RIDGE AND MICROWAVE BUILDING ON LEFT.  TURN RIGHT AND CLIMB
 LO1006'EAST 0.3 MILE TO FORK.  TAKE RIGHT FORK AND CONTINUE UPHILL
 LO1006'0.7 MILE TO FORK AFTER REACHING FLAT ON SUMMIT.  TAKE RIGHT
 LO1006'FORK SOUTH AND WEST ON TRACK ROAD TO STATION ON
 LO1006'LEFT.  TO REACH LIME RM 3 WHICH WOULD SERVE
 LO1006'AS AN AZIMUTH MARK CONTINUE WEST ON TRACK ROAD 0.1 MILE TO
 LO1006'MARK ON LEFT.
 LO1006'
 LO1006'THE STATION MARK IS A BRASS BOLT STAMPED WITH A PUNCH MARK
 LO1006'IN THE CENTER OF A CROSS CEMENTED IN THE CENTER OF A 4X4-INCH
 LO1006'GRANITE POST PROJECTING ABOUT 1/2 INCH ABOVE GROUND.  IT
 LO1006'IS 20 FEET SOUTH OF THE CENTER OF THE TRACK ROAD AND
 LO1006'2.3 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.  THE
 LO1006'UNDERGROUND MARK IS A BOTTLE EMBEDDED IN CONCRETE.
 LO1006'
 LO1006'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED
 LO1006'CITY CREEK NO 1 1893 1974 CEMENTED IN A DRILL HOLE IN A BURIED
 LO1006'BOULDER 8 INCHES IN DIAMETER AND 18 INCHES DEEP
 LO1006'PROJECTING 1 INCH ABOVE GROUND.  IT IS 40 FEET SOUTH OF THE
 LO1006'CENTER OF THE TRACK ROAD, 22 FEET SOUTH OF THE METAL WITNESS
 LO1006'POST AT THE STATION AND AT THE SAME ELEVATION AS THE STATION.
 LO1006'
 LO1006'THE U.S. GEOLOGICAL SURVEY DISK WHICH SERVES AS REFERENCE
 LO1006'MARK 2 IS A BRONZE DISK STAMPED CITY CREEK REF NO 1 WITH
 LO1006'ARROW POINTING TOWARD THE STATION CEMENTED IN A 4X4-INCH
 LO1006'PRECAST CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  IT
 LO1006'IS 20 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 18.8
 LO1006'FEET WEST OF THE METAL WITNESS POST AT THE STATION, AND
 LO1006'AT THE SAME ELEVATION AS THE STATION.
 LO1006'
 LO1006'GEOD DISTANCE ABOVE WAS REDUCED TO SEA LEVEL.
 LO1006'
 LO1006'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO1006'3 MILES NORTH-NORTHEAST OF SALT LAKE CITY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0500 ***********************************************************************
 JO0500  DESIGNATION -  CITY CREEK PEAK M 4
 JO0500  PID         -  JO0500
 JO0500  STATE/COUNTY-  UT/PIUTE
 JO0500  COUNTRY     -  US
 JO0500  USGS QUAD   -  DELANO PEAK (2017)
 JO0500
 JO0500                         *CURRENT SURVEY CONTROL
 JO0500  ______________________________________________________________________
 JO0500* NAD 83(1994) POSITION- 38 18 42.03516(N) 112 20 20.28170(W)   ADJUSTED
 JO0500* NAVD 88 ORTHO HEIGHT -  3403.6   (meters)    11167.    (feet) VERTCON3
 JO0500  ______________________________________________________________________
 JO0500  GEOID HEIGHT    -        -18.907 (meters)                     GEOID18
 JO0500  LAPLACE CORR    -          2.72  (seconds)                    DEFLEC18
 JO0500  HORZ ORDER      -  THIRD
 JO0500
 JO0500.The horizontal coordinates were established by classical geodetic methods
 JO0500.and adjusted by the National Geodetic Survey in November 1997.
 JO0500
 JO0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0500
 JO0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0500.GEOID18 height accuracy estimate available here.
 JO0500
 JO0500.Click photographs - Photos may exist for this station.
 JO0500
 JO0500.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0500
 JO0500. The following values were computed from the NAD 83(1994) position.
 JO0500
 JO0500;                    North         East     Units Scale Factor Converg.
 JO0500;SPC UT S     - 3,182,903.327   426,625.869   MT  0.99999362   -0 30 50.5
 JO0500;SPC UT S     -10,442,575.33  1,399,688.37   sFT  0.99999362   -0 30 50.5
 JO0500;UTM  12      - 4,241,245.140   382,939.055   MT  0.99976876   -0 49 48.6
 JO0500
 JO0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0500!SPC UT S     -   0.99946920  x   0.99999362  =   0.99946282
 JO0500!UTM  12      -   0.99946920  x   0.99976876  =   0.99923808
 JO0500
 JO0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH8293941245(NAD 83)
 JO0500
 JO0500                          SUPERSEDED SURVEY CONTROL
 JO0500
 JO0500  NAD 83(1986)-  38 18 42.03130(N)    112 20 20.28019(W) AD(       ) 3
 JO0500  NAD 27      -  38 18 42.09700(N)    112 20 17.57800(W) AD(       ) 3
 JO0500  USSD        -  38 18 42.85600(N)    112 20 18.37600(W) AD(       ) 3
 JO0500  NGVD 29 (07/19/86) 3402.0    (m)        11161.     (f) VERT ANG       
 JO0500
 JO0500.Superseded values are not recommended for survey control.
 JO0500
 JO0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0500.See file dsdata.pdf to determine how the superseded data were derived.
 JO0500
 JO0500_MARKER: B = BOLT
 JO0500_SETTING: 66 = SET IN ROCK OUTCROP
 JO0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0500+STABILITY: POSITION/ELEVATION WELL
 JO0500
 JO0500  HISTORY     - Date     Condition        Report By
 JO0500  HISTORY     - 1919     MONUMENTED       USFS
 JO0500
 JO0500                          STATION DESCRIPTION
 JO0500
 JO0500'DESCRIBED BY US FOREST SERVICE 1919 (GDC)
 JO0500'NEARLY A MILE EAST OF PUFFER LAKE, ON A PROMINENT PEAK OF THE MAIN
 JO0500'DIVIDE, THE FIRST BARE PEAK NORTH OF CIRCLEVILLE MOUNTAIN.
 JO0500'STATION MARK IS A BOLT CEMENTED IN THE ROCK AND SURMOUNTED BY A
 JO0500'POLE SIGNAL WITH A CAIRN AROUND THE BASE.  MONROE 2 BEARS N.
 JO0500'47 DEG E. AND THOUSAND LAKES N. 82 DEG E. FROM THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0612 ***********************************************************************
 LN0612  DESIGNATION -  CKLS 1
 LN0612  PID         -  LN0612
 LN0612  STATE/COUNTY-  UT/UINTAH
 LN0612  COUNTRY     -  US
 LN0612  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0612
 LN0612                         *CURRENT SURVEY CONTROL
 LN0612  ______________________________________________________________________
 LN0612* NAD 83(1994) POSITION- 40 43 00.16641(N) 109 24 55.65317(W)   ADJUSTED
 LN0612* NAVD 88 ORTHO HEIGHT -  2547.    (meters)     8356.    (feet) VERTCON3
 LN0612  ______________________________________________________________________
 LN0612  GEOID HEIGHT    -        -14.228 (meters)                     GEOID18
 LN0612  LAPLACE CORR    -         -3.39  (seconds)                    DEFLEC18
 LN0612  HORZ ORDER      -  THIRD
 LN0612
 LN0612.The horizontal coordinates were established by classical geodetic methods
 LN0612.and adjusted by the National Geodetic Survey in November 1997.
 LN0612
 LN0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0612
 LN0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0612.GEOID18 height accuracy estimate available here.
 LN0612
 LN0612.Click photographs - Photos may exist for this station.
 LN0612
 LN0612.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0612
 LN0612. The following values were computed from the NAD 83(1994) position.
 LN0612
 LN0612;                    North         East     Units Scale Factor Converg.
 LN0612;SPC UT C     - 2,266,664.396   676,119.084   MT  1.00001728   +1 20 07.1
 LN0612;SPC UT C     - 7,436,548.11  2,218,234.03   sFT  1.00001728   +1 20 07.1
 LN0612;UTM  12      - 4,508,517.641   633,833.817   MT  0.99982047   +1 02 01.6
 LN0612
 LN0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0612!SPC UT C     -   0.99960279  x   1.00001728  =   0.99962006
 LN0612!UTM  12      -   0.99960279  x   0.99982047  =   0.99942333
 LN0612
 LN0612:                Primary Azimuth Mark                     Grid Az
 LN0612:SPC UT C     -  LIMESTONE                                040 37 23.8
 LN0612:UTM  12      -  LIMESTONE                                040 55 29.3
 LN0612
 LN0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL3383308517(NAD 83)
 LN0612
 LN0612|---------------------------------------------------------------------|
 LN0612| PID    Reference Object                     Distance      Geod. Az  |
 LN0612|                                                           dddmmss.s |
 LN0612| LN0611 LIMESTONE                           APPROX. 4.3 KM 0415730.9 |
 LN0612|---------------------------------------------------------------------|
 LN0612
 LN0612                          SUPERSEDED SURVEY CONTROL
 LN0612
 LN0612  NAD 83(1993)-  40 43 00.16670(N)    109 24 55.65188(W) AD(       ) 3
 LN0612  NAD 83(1986)-  40 43 00.14710(N)    109 24 55.64135(W) AD(       ) 3
 LN0612  NAD 27      -  40 43 00.29621(N)    109 24 53.15228(W) AD(       ) 3
 LN0612  NGVD 29 (07/19/86) 2546.     (m)         8353.     (f) VERT ANG       
 LN0612
 LN0612.Superseded values are not recommended for survey control.
 LN0612
 LN0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0612.See file dsdata.pdf to determine how the superseded data were derived.
 LN0612
 LN0612_MARKER: DD = SURVEY DISK
 LN0612_SETTING: 80 = SET IN A BOULDER
 LN0612_STAMPING: CKLS-1
 LN0612_MARK LOGO: USGS
 LN0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0612+STABILITY: SURFACE MOTION
 LN0612
 LN0612  HISTORY     - Date     Condition        Report By
 LN0612  HISTORY     - 1949     MONUMENTED       USGS
 LN0612
 LN0612                          STATION DESCRIPTION
 LN0612
 LN0612'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LN0612'STATION LOCATED ON TOP OF A HIGH ROLLING HILL ABOUT 27 MI. N. AND
 LN0612'ABOUT 3.5 MI. E. OF VERNAL, UTAH.
 LN0612'
 LN0612'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 40 AND UTAH STATE HIGHWAY
 LN0612'44 IN VERNAL, UTAH, GO N. ON STATE HIGHWAY 44 FOR 27.2 MI. TO LITTLE
 LN0612'BRUSH CREEK BRIDGE.  CONTINUE ON HIGHWAY 44 FOR 2.4 MI. TO TRIANGULAR
 LN0612'INTERSECTION AND SIGN ---DIAMOND MOUNTAIN RD---.  TURN RIGHT EASTERLY
 LN0612'AND PROCEED 2.1 MI. TO A T-RD. FROM THE N. TURN LEFT, NORTHERLY FOR
 LN0612'0.4 MI. TO DIM RD. FORK. TURN RIGHT, SOUTHEASTERLY FOR 0.1 MI. LEAVE
 LN0612'RD. AND PROCEED NORTHEASTERLY ALONG SERIES OF ROLLING TOPS TO STATION,
 LN0612'0.8 MI. FROM POINT OF LEAVING DIM RD. STATION LIES ON TOP OF THE
 LN0612'HIGHEST POINT IN THE IMMEDIATE AREA.
 LN0612'
 LN0612'STATION MARK - STANDARD TABLET CEMENTED INTO LARGE BOULDER, STAMPED
 LN0612'---CKLS-1---.
 LN0612'
 LN0612'REFERENCE MARK NO.1 - ARROW CHISELED IN BOULDER, 62.1 FT.,
 LN0612'S 48 DEG 27 MIN W.
 LN0612'
 LN0612'REFERENCE MARK NO.2 - ARROW CHISELED IN BOULDER, 59.2 FT.,
 LN0612'N 54 DEG 29 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0554 ***********************************************************************
 HO0554  DESIGNATION -  CLARK
 HO0554  PID         -  HO0554
 HO0554  STATE/COUNTY-  UT/KANE
 HO0554  COUNTRY     -  US
 HO0554  USGS QUAD   -  PINE POINT (2017)
 HO0554
 HO0554                         *CURRENT SURVEY CONTROL
 HO0554  ______________________________________________________________________
 HO0554* NAD 83(1994) POSITION- 37 10 12.68316(N) 112 20 21.94321(W)   ADJUSTED
 HO0554* NAVD 88 ORTHO HEIGHT -  2123.5   (meters)     6967.    (feet) VERTCON3
 HO0554  ______________________________________________________________________
 HO0554  GEOID HEIGHT    -        -21.827 (meters)                     GEOID18
 HO0554  LAPLACE CORR    -          1.38  (seconds)                    DEFLEC18
 HO0554  HORZ ORDER      -  THIRD
 HO0554
 HO0554.The horizontal coordinates were established by classical geodetic methods
 HO0554.and adjusted by the National Geodetic Survey in November 1997.
 HO0554
 HO0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0554
 HO0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0554.GEOID18 height accuracy estimate available here.
 HO0554
 HO0554.Click photographs - Photos may exist for this station.
 HO0554
 HO0554.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0554
 HO0554. The following values were computed from the NAD 83(1994) position.
 HO0554
 HO0554;                    North         East     Units Scale Factor Converg.
 HO0554;SPC UT S     - 3,056,217.423   425,448.294   MT  1.00000829   -0 30 51.5
 HO0554;SPC UT S     -10,026,940.00  1,395,824.94   sFT  1.00000829   -0 30 51.5
 HO0554;UTM  12      - 4,114,592.221   381,086.096   MT  0.99977419   -0 48 33.7
 HO0554
 HO0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0554!SPC UT S     -   0.99967030  x   1.00000829  =   0.99967858
 HO0554!UTM  12      -   0.99967030  x   0.99977419  =   0.99944456
 HO0554
 HO0554:                Primary Azimuth Mark                     Grid Az
 HO0554:SPC UT S     -  WHITE CLIFF                              061 49 37.3
 HO0554:UTM  12      -  WHITE CLIFF                              062 07 19.5
 HO0554
 HO0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG8108614592(NAD 83)
 HO0554
 HO0554|---------------------------------------------------------------------|
 HO0554| PID    Reference Object                     Distance      Geod. Az  |
 HO0554|                                                           dddmmss.s |
 HO0554| HO0553 WHITE CLIFF                         APPROX. 9.9 KM 0611845.8 |
 HO0554|---------------------------------------------------------------------|
 HO0554
 HO0554                          SUPERSEDED SURVEY CONTROL
 HO0554
 HO0554  NAD 83(1992)-  37 10 12.68254(N)    112 20 21.94359(W) AD(       ) 3
 HO0554  NAD 83(1986)-  37 10 12.68098(N)    112 20 21.94195(W) AD(       ) 3
 HO0554  NAD 27      -  37 10 12.75202(N)    112 20 19.23467(W) AD(       ) 3
 HO0554  NGVD 29 (07/19/86) 2122.4    (m)         6963.     (f) VERT ANG       
 HO0554
 HO0554.Superseded values are not recommended for survey control.
 HO0554
 HO0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0554.See file dsdata.pdf to determine how the superseded data were derived.
 HO0554
 HO0554_MARKER: DD = SURVEY DISK
 HO0554_SETTING: 66 = SET IN ROCK OUTCROP
 HO0554_STAMPING: CLARK 1954
 HO0554_MARK LOGO: USGS
 HO0554_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0554+STABILITY: POSITION/ELEVATION WELL
 HO0554
 HO0554  HISTORY     - Date     Condition        Report By
 HO0554  HISTORY     - 1954     MONUMENTED       USGS
 HO0554
 HO0554                          STATION DESCRIPTION
 HO0554
 HO0554'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HO0554'LOCATED ABOUT 5.0 MI. NNE. OF JOHNSON STATION (MOVIE TOWN) AND 2.5 MI.
 HO0554'E. OF THE JOHNSON CANYON, ON THE S. POINT OF THE MOST PROMINIENT RIDGE
 HO0554'IN THE VICINITY.
 HO0554'
 HO0554'STATION REACHED BY HELICOPTER.
 HO0554'
 HO0554'STATION MARK - STANDARD TABLET STAMPED ---CLARK 1954--- CEMENTED IN
 HO0554'LARGE STONE BURIED FLUSH WITH GROUND.
 HO0554'
 HO0554'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER IN 4 IN. PINE 26.50 FT.
 HO0554'FROM STATION MARK, N 16 DEG 01 MIN E.
 HO0554'
 HO0554'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER IN 16 IN. CEDAR, 36.87
 HO0554'FT. FROM STATION MARK, N 56 DEG 39 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0688 ***********************************************************************
 MR0688  DESIGNATION -  CLARK
 MR0688  PID         -  MR0688
 MR0688  STATE/COUNTY-  UT/SUMMIT
 MR0688  COUNTRY     -  US
 MR0688  USGS QUAD   -  HEINERS CREEK (2017)
 MR0688
 MR0688                         *CURRENT SURVEY CONTROL
 MR0688  ______________________________________________________________________
 MR0688* NAD 83(1994) POSITION- 41 01 01.65644(N) 111 16 01.07394(W)   ADJUSTED
 MR0688* NAVD 88 ORTHO HEIGHT -  2414.4   (meters)     7921.    (feet) VERTCON3
 MR0688  ______________________________________________________________________
 MR0688  GEOID HEIGHT    -        -15.519 (meters)                     GEOID18
 MR0688  LAPLACE CORR    -          6.01  (seconds)                    DEFLEC18
 MR0688  HORZ ORDER      -  THIRD
 MR0688
 MR0688.The horizontal coordinates were established by classical geodetic methods
 MR0688.and adjusted by the National Geodetic Survey in November 1997.
 MR0688
 MR0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0688
 MR0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0688.GEOID18 height accuracy estimate available here.
 MR0688
 MR0688.Click photographs - Photos may exist for this station.
 MR0688
 MR0688.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0688
 MR0688. The following values were computed from the NAD 83(1994) position.
 MR0688
 MR0688;                    North         East     Units Scale Factor Converg.
 MR0688;SPC UT N     - 1,075,960.902   519,600.661   MT  0.99996511   +0 09 13.2
 MR0688;SPC UT N     - 3,530,048.39  1,704,723.17   sFT  0.99996511   +0 09 13.2
 MR0688;UTM  12      - 4,540,692.620   477,553.638   MT  0.99960620   -0 10 30.7
 MR0688
 MR0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0688!SPC UT N     -   0.99962385  x   0.99996511  =   0.99958898
 MR0688!UTM  12      -   0.99962385  x   0.99960620  =   0.99923020
 MR0688
 MR0688:                Primary Azimuth Mark                     Grid Az
 MR0688:SPC UT N     -  DESERET                                  006 12 46.8
 MR0688:UTM  12      -  DESERET                                  006 32 30.7
 MR0688
 MR0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL7755340692(NAD 83)
 MR0688
 MR0688|---------------------------------------------------------------------|
 MR0688| PID    Reference Object                     Distance      Geod. Az  |
 MR0688|                                                           dddmmss.s |
 MR0688| MR0687 DESERET                             APPROX.11.4 KM 0062200.0 |
 MR0688|---------------------------------------------------------------------|
 MR0688
 MR0688                          SUPERSEDED SURVEY CONTROL
 MR0688
 MR0688  NAD 83(1993)-  41 01 01.65644(N)    111 16 01.07365(W) AD(       ) 3
 MR0688  NAD 83(1986)-  41 01 01.64272(N)    111 16 01.06330(W) AD(       ) 3
 MR0688  NAD 27      -  41 01 01.83528(N)    111 15 58.37407(W) AD(       ) 3
 MR0688  NGVD 29 (07/19/86) 2413.1    (m)         7917.     (f) VERT ANG       
 MR0688
 MR0688.Superseded values are not recommended for survey control.
 MR0688
 MR0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0688.See file dsdata.pdf to determine how the superseded data were derived.
 MR0688
 MR0688_MARKER: DD = SURVEY DISK
 MR0688_SETTING: 0 = UNSPECIFIED SETTING
 MR0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0688
 MR0688  HISTORY     - Date     Condition        Report By
 MR0688  HISTORY     - 1963     MONUMENTED       USGS
 MR0688
 MR0688                          STATION DESCRIPTION
 MR0688
 MR0688'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MR0688'LOCATED ABOUT 12 MI. E. OF HENEFER, ABOUT 10 MI. NE. OF COALVILLE, ON
 MR0688'A PROMINIENT TOP.
 MR0688'
 MR0688'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 189 AND STATE ROUTE 133 IN
 MR0688'COALVILLE, DRIVE E. ALONG ROUTE 133 FOR 8.7 MI. TO A SIDE RD.
 MR0688'LEADING N. TO FAA RADIO FACILITIES, TURN LEFT PAST GATE (KEY MAY BE
 MR0688'OBTAINED FROM LESTER OSWALD IN COALVILLE) AND GO 3.8 MI. TO A RD. FORK
 MR0688'ABOVE A SHARP CURVE, TURN LEFT ONTO TRACK RD. AND GO 0.2 MI. TO
 MR0688'ANOTHER RD. FORK, TAKE RIGHT FORK AND GO 0.4 MI. TO A NOT TO WELL
 MR0688'DEFINED CROSSROAD JUST N. OF THE TELEPHONE LINE, CONTINUE STRAIGHT
 MR0688'AHEAD N. UP THE CANYON, THEN AROUND TO TOP OF RIDGE FOR 1 MI. TO A DIM
 MR0688'SIDE RD. TURNING E. ALONG RIDGE, TURN RIGHT FOLLOW DIM RD. EASTERLY UP
 MR0688'RIDGE FOR 0.3 MI. (CROSSING A FENCE LINE) TO THE TOP AND STATION.
 MR0688'
 MR0688'STATION MARK - STANDARD TABLET STAMPED ---CLARK 1963--- SET IN TOP OF
 MR0688'CONCRETE POST PROJECTING 0.2 FT. ABOVE GROUND.
 MR0688'
 MR0688'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.1
 MR0688'1963--- SET IN TOP OF CONCRETE POST, 16.87 FT. FROM STATION MARK,
 MR0688'N 81 DEG 43 MIN 12 SEC W.
 MR0688'
 MR0688'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.2
 MR0688'1963--- SET IN TOP OF CONCRETE POST 16.50 FT. FROM AND 0.5 FT. LOWER
 MR0688'THAN STATION MARK, N 37 DEG 06 MIN 45 SEC E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0686 ***********************************************************************
 MS0686  DESIGNATION -  CLARK
 MS0686  PID         -  MS0686
 MS0686  STATE/COUNTY-  UT/BOX ELDER
 MS0686  COUNTRY     -  US
 MS0686  USGS QUAD   -  PORTAGE (2017)
 MS0686
 MS0686                         *CURRENT SURVEY CONTROL
 MS0686  ______________________________________________________________________
 MS0686* NAD 83(1994) POSITION- 41 55 27.66733(N) 112 07 38.16247(W)   ADJUSTED
 MS0686* NAVD 88 ORTHO HEIGHT -  2514.1   (meters)     8248.    (feet) VERTCON3
 MS0686  ______________________________________________________________________
 MS0686  GEOID HEIGHT    -        -14.827 (meters)                     GEOID18
 MS0686  LAPLACE CORR    -         10.69  (seconds)                    DEFLEC18
 MS0686  HORZ ORDER      -  FIRST
 MS0686
 MS0686.The horizontal coordinates were established by classical geodetic methods
 MS0686.and adjusted by the National Geodetic Survey in November 1997.
 MS0686
 MS0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0686
 MS0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0686.GEOID18 height accuracy estimate available here.
 MS0686
 MS0686.Click photographs - Photos may exist for this station.
 MS0686
 MS0686.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0686
 MS0686. The following values were computed from the NAD 83(1994) position.
 MS0686
 MS0686;                    North         East     Units Scale Factor Converg.
 MS0686;SPC UT N     - 1,176,879.040   447,968.017   MT  1.00002593   -0 24 48.9
 MS0686;SPC UT N     - 3,861,143.98  1,469,708.40   sFT  1.00002593   -0 24 48.9
 MS0686;UTM  12      - 4,641,991.563   406,531.250   MT  0.99970750   -0 45 11.7
 MS0686
 MS0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0686!SPC UT N     -   0.99960816  x   1.00002593  =   0.99963408
 MS0686!UTM  12      -   0.99960816  x   0.99970750  =   0.99931578
 MS0686
 MS0686:                Primary Azimuth Mark                     Grid Az
 MS0686:SPC UT N     -  CLARK AZ MK                              005 36 28.8
 MS0686:UTM  12      -  CLARK AZ MK                              005 56 51.6
 MS0686
 MS0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM0653141991(NAD 83)
 MS0686
 MS0686|---------------------------------------------------------------------|
 MS0686| PID    Reference Object                     Distance      Geod. Az  |
 MS0686|                                                           dddmmss.s |
 MS0686| CM5339 CLARK AZ MK                                        0051139.9 |
 MS0686| CM5340 CLARK RM 1                            8.909 METERS 03313     |
 MS0686| NT0566 PRESTON RADIO STA KPST MAST         APPROX.32.2 KM 0461111.2 |
 MS0686| MR0739 AMALGA ROCKY MTN DAIRY STACK        APPROX.21.6 KM 1123830.5 |
 MS0686| MS0687 CLARKSTON                             1.725 METERS 19657     |
 MS0686|---------------------------------------------------------------------|
 MS0686
 MS0686                          SUPERSEDED SURVEY CONTROL
 MS0686
 MS0686  NAD 83(1993)-  41 55 27.66503(N)    112 07 38.15353(W) AD(       ) 1
 MS0686  NAD 83(1986)-  41 55 27.65998(N)    112 07 38.14962(W) AD(       ) 1
 MS0686  NAD 27      -  41 55 27.93330(N)    112 07 35.31110(W) AD(       ) 1
 MS0686  NGVD 29 (08/09/96) 2513.0    (m)         8245.     (f) VERT ANG       
 MS0686  NGVD 29 (07/19/86) 2512.8    (m)         8244.     (f) VERT ANG       
 MS0686
 MS0686.Superseded values are not recommended for survey control.
 MS0686
 MS0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0686.See file dsdata.pdf to determine how the superseded data were derived.
 MS0686
 MS0686_MARKER: DS = TRIANGULATION STATION DISK
 MS0686_SETTING: 66 = SET IN ROCK OUTCROP
 MS0686
 MS0686  HISTORY     - Date     Condition        Report By
 MS0686  HISTORY     - 1963     MONUMENTED       CGS
 MS0686  HISTORY     - 1968     GOOD             USGS
 MS0686
 MS0686                          STATION DESCRIPTION
 MS0686
 MS0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MS0686'STATION IS LOCATED IN THE CLARKSTON MOUNTAINS AND ON GUNSIGHT
 MS0686'PEAK WHICH IS THE HIGHEST POINT IN THE VICINITY.  IT IS ABOUT
 MS0686'21 MILES NORTHWEST OF LOGAN, UTAH, 20 MILES SOUTH-SOUTHEAST OF
 MS0686'MALAD, IDAHO, AND ABOUT 4 MILES WEST OF CLARKSTON.
 MS0686'
 MS0686'TO REACH FROM THE POST OFFICE IN CLARKSTON, UTAH GO NORTH FOR 0.05
 MS0686'MILE TO CROSS STREET, TURN LEFT, WEST FOR 0.15 MILE TO CROSS
 MS0686'STREET, TURN RIGHT, NORTH, FOR 0.45 MILE TO THE PAVED ROAD.
 MS0686'CONTINUE AHEAD ON A GRAVELED ROAD, NORTH AND WEST ON THE MAIN
 MS0686'ROAD FOR 0.55 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, AND GO NORTH
 MS0686'AND WEST FOR 2.95 MILES TO A GATE ON THE LEFT AND A SMALL
 MS0686'WOODEN CULVERT AND END OF TRUCK TRAVEL.  PACK SOUTH ALONG
 MS0686'THE FENCE ON THE WEST SIDE, THEN BEAR RIGHT AND FOLLOW MAIN
 MS0686'TRAIL UP HILL FOR ABOUT 3 MILES TO THE HIGHEST POINT AND THE
 MS0686'STATION.  HORSES WERE TAKEN WITHIN 15 MINUTES OF THE
 MS0686'STATION.  MR. GODFRY WHO LIVES IN CLARKSTON AND WORKS FOR THE
 MS0686'UTAH POWER AND LIGHT CO., HAS HORSES AND KNOWS THE TRAIL TO
 MS0686'THE STATION.
 MS0686'
 MS0686'STATION IS A STANDARD DISK STAMPED, CLARK 1963, IT IS CEMENTED
 MS0686'IN A DRILL HOLE IN A 1 X 3 FOOT ROCK OUTCROP PROJECTING 1
 MS0686'FOOT.  IT IS 50 FEET NORTHEAST OF THE HIGHEST POINT OF THE
 MS0686'MOUNTAIN, AND ABOUT 3 FEET LOWER.  IT IS 16 FEET NORTHEAST OF
 MS0686'A 8 INCH PINE TREE.  THE STATION IS IN THE CENTER OF A
 MS0686'NORTH-SOUTH RIDGE THAT DROPS OFF SHARP TO THE EAST AND WEST.
 MS0686'
 MS0686'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CLARK NO 1 1963,
 MS0686'CEMENTED IN A DRILL HOLE IN A 4 X 6 FEET ROCK OUTCROP PROJECTING
 MS0686'6 FEET, AND ABOUT THE SAME ELEVATION AS THE STATION.
 MS0686'
 MS0686'AZIMUTH MARK IS A STANDARD DISK STAMPED, CLARK 1963, CEMENTED
 MS0686'IN A DRILL HOLE IN A 2 X 3 FEET ROCK OUTCROP PROJECTING 8
 MS0686'INCHES.  IT IS ABOUT 30 FEET SOUTH OF THE TOP OF THE HILL
 MS0686'AND ABOUT 5 FEET LOWER.  TO REACH FROM THE STATION GO ON THE
 MS0686'MAIN TRAIL FOR ABOUT 1/2 MILE TO WHERE THE TRAIL PASSES BETWEEN
 MS0686'TWO HILL AND A CAIRN ON THE LEFT, FROM HERE PACK NORTH UP
 MS0686'LOW HILL FOR ABOUT 3 MINUTES TO AZIMUTH MARK.
 MS0686'
 MS0686'CLARKSTON (USFS) IS A BRONZE DISK, STAMPED CLARKSTON 1957,
 MS0686'CEMENTED IN A DRILL HOLE IN A 3 BY 4 FOOT ROCK OUTCROP PROJECTING
 MS0686'2 FEET.  IT IS ABOUT 45 FEET NORTH OF THE HIGHEST POINT.
 MS0686
 MS0686                          STATION RECOVERY (1968)
 MS0686
 MS0686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MS0686'ALL MARKS FOUND IN GOOD CONDITION.
 MS0686'
 MS0686'STATION MARK--A STANDARD DISK STAMPED---CLARK 1963---, CEMENTED IN A
 MS0686'DRILL HOLE IN A 1 X 3 FOOT ROCK OUTCROP PROJECTING 1 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0687 ***********************************************************************
 MS0687  DESIGNATION -  CLARKSTON
 MS0687  PID         -  MS0687
 MS0687  STATE/COUNTY-  UT/BOX ELDER
 MS0687  COUNTRY     -  US
 MS0687  USGS QUAD   -  PORTAGE (2017)
 MS0687
 MS0687                         *CURRENT SURVEY CONTROL
 MS0687  ______________________________________________________________________
 MS0687* NAD 83(1994) POSITION- 41 55 27.61384(N) 112 07 38.18431(W)   ADJUSTED
 MS0687* NAVD 88 ORTHO HEIGHT -  2514.    (meters)     8248.    (feet) SCALED
 MS0687  ______________________________________________________________________
 MS0687  GEOID HEIGHT    -        -14.827 (meters)                     GEOID18
 MS0687  LAPLACE CORR    -         10.70  (seconds)                    DEFLEC18
 MS0687  HORZ ORDER      -  SECOND
 MS0687
 MS0687.The horizontal coordinates were established by classical geodetic methods
 MS0687.and adjusted by the National Geodetic Survey in November 1997.
 MS0687
 MS0687.The orthometric height was scaled from a topographic map.
 MS0687
 MS0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0687.GEOID18 height accuracy estimate available here.
 MS0687
 MS0687.Click photographs - Photos may exist for this station.
 MS0687
 MS0687.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0687
 MS0687. The following values were computed from the NAD 83(1994) position.
 MS0687
 MS0687;                    North         East     Units Scale Factor Converg.
 MS0687;SPC UT N     - 1,176,877.393   447,967.502   MT  1.00002593   -0 24 48.9
 MS0687;SPC UT N     - 3,861,138.58  1,469,706.71   sFT  1.00002593   -0 24 48.9
 MS0687;UTM  12      - 4,641,989.920   406,530.725   MT  0.99970750   -0 45 11.7
 MS0687
 MS0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0687!SPC UT N     -   0.99960816  x   1.00002593  =   0.99963408
 MS0687!UTM  12      -   0.99960816  x   0.99970750  =   0.99931578
 MS0687
 MS0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM0653041989(NAD 83)
 MS0687
 MS0687                          SUPERSEDED SURVEY CONTROL
 MS0687
 MS0687  NAD 83(1993)-  41 55 27.61154(N)    112 07 38.17537(W) AD(       ) 2
 MS0687  NAD 83(1986)-  41 55 27.60599(N)    112 07 38.17224(W) AD(       ) 2
 MS0687  NAD 27      -  41 55 27.87929(N)    112 07 35.33372(W) AD(       ) 2
 MS0687
 MS0687.Superseded values are not recommended for survey control.
 MS0687
 MS0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0687.See file dsdata.pdf to determine how the superseded data were derived.
 MS0687
 MS0687_MARKER: DS = TRIANGULATION STATION DISK
 MS0687_SETTING: 66 = SET IN ROCK OUTCROP
 MS0687_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0687+STABILITY: POSITION/ELEVATION WELL
 MS0687
 MS0687  HISTORY     - Date     Condition        Report By
 MS0687  HISTORY     - 1963     MONUMENTED       USFS
 MS0687
 MS0687                          STATION DESCRIPTION
 MS0687
 MS0687'DESCRIBED BY US FOREST SERVICE 1963
 MS0687'STATION IS LOCATED IN THE CLARKSTON MOUNTAINS AND ON GUNSIGHT
 MS0687'PEAK WHICH IS THE HIGHEST POINT IN THE VICINITY.  IT IS ABOUT
 MS0687'21 MILES NORTHWEST OF LOGAN, UTAH, 20 MILES SOUTH-SOUTHEAST OF
 MS0687'MALAD, IDAHO, AND ABOUT 4 MILES WEST OF CLARKSTON.
 MS0687'
 MS0687'TO REACH FROM THE POST OFFICE IN CLARKSTON, UTAH GO NORTH FOR 0.05
 MS0687'MILE TO CROSS STREET, TURN LEFT, WEST FOR 0.15 MILE TO CROSS
 MS0687'STREET, TURN RIGHT, NORTH, FOR 0.45 MILE TO THE PAVED ROAD.
 MS0687'CONTINUE AHEAD ON A GRAVELED ROAD, NORTH AND WEST ON THE MAIN
 MS0687'ROAD FOR 0.55 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, AND GO NORTH
 MS0687'AND WEST FOR 2.95 MILES TO A GATE ON THE LEFT AND A SMALL
 MS0687'WOODEN CULVERT AND END OF TRUCK TRAVEL.  PACK SOUTH ALONG
 MS0687'THE FENCE ON THE WEST SIDE, THEN BEAR RIGHT AND FOLLOW MAIN
 MS0687'TRAIL UP HILL FOR ABOUT 3 MILES TO THE HIGHEST POINT AND THE
 MS0687'STATION.  HORSES WERE TAKEN WITHIN 15 MINUTES OF THE
 MS0687'STATION.  MR. GODFRY WHO LIVES IN CLARKSTON AND WORKS FOR THE
 MS0687'UTAH POWER AND LIGHT CO., HAS HORSES AND KNOWS THE TRAIL TO
 MS0687'STATION CLARK.
 MS0687'
 MS0687'CLARKSTON (USFS) IS A BRONZE DISK, STAMPED CLARKSTON 1957,
 MS0687'CEMENTED IN A DRILL HOLE IN A 3 BY 4 FOOT ROCK OUTCROP PROJECTING
 MS0687'2 FEET.  IT IS ABOUT 45 FEET NORTH OF THE HIGHEST POINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0392 ***********************************************************************
 KN0392  DESIGNATION -  CLAY
 KN0392  PID         -  KN0392
 KN0392  STATE/COUNTY-  UT/SEVIER
 KN0392  COUNTRY     -  US
 KN0392  USGS QUAD   -  FLAGSTAFF PEAK (2017)
 KN0392
 KN0392                         *CURRENT SURVEY CONTROL
 KN0392  ______________________________________________________________________
 KN0392* NAD 83(1994) POSITION- 39 00 16.78313(N) 111 22 13.14247(W)   ADJUSTED
 KN0392* NAVD 88 ORTHO HEIGHT -  2774.4   (meters)     9102.    (feet) VERTCON3
 KN0392  ______________________________________________________________________
 KN0392  GEOID HEIGHT    -        -16.772 (meters)                     GEOID18
 KN0392  LAPLACE CORR    -         -7.55  (seconds)                    DEFLEC18
 KN0392  HORZ ORDER      -  THIRD
 KN0392
 KN0392.The horizontal coordinates were established by classical geodetic methods
 KN0392.and adjusted by the National Geodetic Survey in November 1997.
 KN0392
 KN0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0392
 KN0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0392.GEOID18 height accuracy estimate available here.
 KN0392
 KN0392.Click photographs - Photos may exist for this station.
 KN0392
 KN0392.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0392
 KN0392. The following values were computed from the NAD 83(1994) position.
 KN0392
 KN0392;                    North         East     Units Scale Factor Converg.
 KN0392;SPC UT C     - 2,074,539.945   511,233.234   MT  1.00000298   +0 04 59.1
 KN0392;SPC UT C     - 6,806,219.80  1,677,271.04   sFT  1.00000298   +0 04 59.1
 KN0392;UTM  12      - 4,317,359.146   467,935.629   MT  0.99961266   -0 13 59.1
 KN0392
 KN0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0392!SPC UT C     -   0.99956753  x   1.00000298  =   0.99957051
 KN0392!UTM  12      -   0.99956753  x   0.99961266  =   0.99918036
 KN0392
 KN0392:                Primary Azimuth Mark                     Grid Az
 KN0392:SPC UT C     -  CLAY AZ MK                               053 05 47.2
 KN0392:UTM  12      -  CLAY AZ MK                               053 24 45.4
 KN0392
 KN0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ6793517359(NAD 83)
 KN0392
 KN0392|---------------------------------------------------------------------|
 KN0392| PID    Reference Object                     Distance      Geod. Az  |
 KN0392|                                                           dddmmss.s |
 KN0392| CM5341 CLAY AZ MK                                         0531046.3 |
 KN0392| CM5342 CLAY RM 1                             3.697 METERS 10300     |
 KN0392| CM5343 CLAY RM 2                            25.149 METERS 33353     |
 KN0392|---------------------------------------------------------------------|
 KN0392
 KN0392                          SUPERSEDED SURVEY CONTROL
 KN0392
 KN0392  NAD 83(1986)-  39 00 16.77422(N)    111 22 13.13704(W) AD(       ) 3
 KN0392  NAD 27      -  39 00 16.88300(N)    111 22 10.45900(W) AD(       ) 3
 KN0392  NGVD 29 (07/19/86) 2773.0    (m)         9098.     (f) VERT ANG       
 KN0392
 KN0392.Superseded values are not recommended for survey control.
 KN0392
 KN0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0392.See file dsdata.pdf to determine how the superseded data were derived.
 KN0392
 KN0392_MARKER: DS = TRIANGULATION STATION DISK
 KN0392_SETTING: 80 = SET IN A BOULDER
 KN0392_STAMPING: CLAY 1938
 KN0392_MARK LOGO: CGS
 KN0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0392+STABILITY: SURFACE MOTION
 KN0392
 KN0392  HISTORY     - Date     Condition        Report By
 KN0392  HISTORY     - 1938     MONUMENTED       CGS
 KN0392
 KN0392                          STATION DESCRIPTION
 KN0392
 KN0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0392'STATION IS ABOUT 14 MILES ESE OF FERRON, AND ABOUT 8 MILES NW OF
 KN0392'EMERY ON TOP OF A BARE PEAK WITH SCATTERED CLUMPS OF TREES ON
 KN0392'ITS SLOPES.  IT IS ON E END OF A RIDGE WHICH IS KNOWN AS BIG
 KN0392'RIDGE, WHICH RUNS EASTWARD FROM WHITE MTS.
 KN0392'
 KN0392'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 KN0392'DISKS IN BOULDERS.
 KN0392'
 KN0392'STATION IS REACHED FROM FERRON AS FOLLOWS--FROM FOREST SERVICE
 KN0392'RANGER STATION GO W ON MAIN ROAD 21.0 MILES TO A LAKE ON L
 KN0392'(WILLOW LAKE).  THENCE CONTINUE ON MAIN ROAD 1.3 MILES TO A FORK,
 KN0392'TAKE L FORK AND FOLLOW A GRADED ROAD WESTERLY 3.9 MILES TO A FORK
 KN0392'NEAR A SAWMILL AT SW SIDE OF FERRON RESERVOIR.  THENCE TAKE L
 KN0392'FORK (WESTERLY) TO L OF SAWMILL AND GO 2.6 MILES ON MAIN ROAD
 KN0392'UP A MOUNTAIN TO A FORK AND A SIGN TWELVE MILE FLAT 1-1/2
 KN0392'MI., TAKE L FORK (SOUTHWESTERLY) AND GO 1.9 MILES TO A CROSS
 KN0392'ROAD AND SIGNPOST IN TWELVE MILE FLAT.  THENCE TURN L AND GO
 KN0392'SOUTHERLY 0.1 MILE TO A GATE IN A LOG FENCE.  GO THRU GATE
 KN0392'AND TURN R (WESTERLY) ALONG FENCE, AND GO 1.2 MILES ON MAIN
 KN0392'ROAD TO A FORK AND A SIGN CLAY SPRING R.S. 12.  THENCE TAKE L
 KN0392'FORK AND FOLLOW MAIN ROAD (SOUTHERLY AND EASTERLY) 11.3 MILES
 KN0392'TO CLAY SPRING RANGER STATION.  TURN SHARP R WHEN OPPOSITE
 KN0392'RANGER STATION GATE AND FOLLOW MAIN ROAD SOUTHEASTERLY
 KN0392'1.15 MILES TO A CABIN ON L.  THENCE TURN SHARP R
 KN0392'(SOUTHERLY), KEEPING TO R, N, OF A WATER TROUGH AND GO
 KN0392'0.05 MILE, THEN TURN SHARP L (SOUTHEASTERLY) AND FOLLOW
 KN0392'MAIN ROAD 2.4 MILES TO A LARGE PINE TREE (BLAZED WITH A
 KN0392'TRIANGLE) ABOUT 50 YARDS S OF ROAD.  THENCE TURN R, LEAVING
 KN0392'ROAD, AND GO SOUTHERLY 0.3 MILE ALONG A SMALL DRAW, THEN
 KN0392'BEAR R ALONG N EDGE OF A CLUMP OF ASPEN TREES 0.1 MILE ONTO
 KN0392'CREST OF A RIDGE, THEN BEAR L, SOUTHERLY, UP RIDGE 0.6
 KN0392'MILE, THEN BEAR R (SOUTHWESTERLY) ALONG RIDGE 0.4 MILE TO
 KN0392'HIGHEST POINT OF HILL AND STATION.
 KN0392'
 KN0392'STATION MARK IS SET IN A BOULDER WHICH PROJECTS ABOUT 6 INCHES
 KN0392'ABOVE GROUND SURFACE.  BOULDER IS ABOUT 6 BY 12 INCHES, IRREGULARLY
 KN0392'SHAPED, AND IS ON HIGHEST POINT.
 KN0392'
 KN0392'REFERENCE MARK NO. 2 IS SET IN A BOULDER (ABOUT 1 FOOT SQUARE)
 KN0392'FLUSH WITH GROUND, AND ABOUT 7 FEET LOWER THAN STATION.  REFERENCE
 KN0392'MARK NO. 1 IS SET IN A BOULDER (ABOUT 3 FEET THRU AND IRREGULARLY
 KN0392'SHAPED) ABOUT 1-1/2 FEET ABOVE GROUND SURFACE, AND ABOUT 1
 KN0392'FOOT HIGHER THAN STATION.
 KN0392'
 KN0392'AZIMUTH MARK IS A STANDARD DISK AZIMUTH MARK SET IN A BOULDER
 KN0392'(IRREGULAR SHAPE, ABOUT 2 FEET ACROSS) ABOUT 1 FOOT ABOVE GROUND
 KN0392'SURFACE.  IT IS ON CREST OF A RIDGE ABOUT 4 FEET NW OF A ROCK
 KN0392'CAIRN, ABOUT 32 FEET NW OF A TRIANGLE-BLAZED PINE TREE, AND
 KN0392'ABOUT 1/3 MILE NE OF STATION.  IT IS ABOUT 100 FEET LOWER
 KN0392'THAN STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN1005 ***********************************************************************
 HN1005  DESIGNATION -  CLAY
 HN1005  PID         -  HN1005
 HN1005  STATE/COUNTY-  UT/GARFIELD
 HN1005  COUNTRY     -  US
 HN1005  USGS QUAD   -  ANT KNOLL (2017)
 HN1005
 HN1005                         *CURRENT SURVEY CONTROL
 HN1005  ______________________________________________________________________
 HN1005* NAD 83(1994) POSITION- 37 47 44.27030(N) 110 49 55.76268(W)   ADJUSTED
 HN1005* NAVD 88 ORTHO HEIGHT -  1572.5   (meters)     5159.    (feet) VERTCON3
 HN1005  ______________________________________________________________________
 HN1005  GEOID HEIGHT    -        -21.138 (meters)                     GEOID18
 HN1005  LAPLACE CORR    -          1.70  (seconds)                    DEFLEC18
 HN1005  HORZ ORDER      -  SECOND
 HN1005
 HN1005.The horizontal coordinates were established by classical geodetic methods
 HN1005.and adjusted by the National Geodetic Survey in November 1997.
 HN1005
 HN1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN1005
 HN1005.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN1005.GEOID18 height accuracy estimate available here.
 HN1005
 HN1005.Click photographs - Photos may exist for this station.
 HN1005
 HN1005.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN1005
 HN1005. The following values were computed from the NAD 83(1994) position.
 HN1005
 HN1005;                    North         East     Units Scale Factor Converg.
 HN1005;SPC UT S     - 3,125,506.388   558,817.404   MT  0.99995132   +0 24 33.0
 HN1005;SPC UT S     -10,254,265.54  1,833,386.77   sFT  0.99995132   +0 24 33.0
 HN1005;UTM  12      - 4,183,153.474   514,777.035   MT  0.99960269   +0 06 10.3
 HN1005
 HN1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN1005!SPC UT S     -   0.99975663  x   0.99995132  =   0.99970796
 HN1005!UTM  12      -   0.99975663  x   0.99960269  =   0.99935941
 HN1005
 HN1005:                Primary Azimuth Mark                     Grid Az
 HN1005:SPC UT S     -  CLAY AZ MK                               146 10 26.9
 HN1005:UTM  12      -  CLAY AZ MK                               146 28 49.6
 HN1005
 HN1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG1477783153(NAD 83)
 HN1005
 HN1005|---------------------------------------------------------------------|
 HN1005| PID    Reference Object                     Distance      Geod. Az  |
 HN1005|                                                           dddmmss.s |
 HN1005| CM6282 CLAY RM 2                            13.266 METERS 00802     |
 HN1005| CM6280 CLAY AZ MK                                         1463459.9 |
 HN1005| CM6281 CLAY RM 1                            19.242 METERS 27506     |
 HN1005|---------------------------------------------------------------------|
 HN1005
 HN1005                          SUPERSEDED SURVEY CONTROL
 HN1005
 HN1005  NAD 83(1986)-  37 47 44.26507(N)    110 49 55.76203(W) AD(       ) 2
 HN1005  NAD 27      -  37 47 44.30407(N)    110 49 53.21837(W) AD(       ) 2
 HN1005  NGVD 29 (07/19/86) 1571.4    (m)         5156.     (f) VERT ANG       
 HN1005
 HN1005.Superseded values are not recommended for survey control.
 HN1005
 HN1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN1005.See file dsdata.pdf to determine how the superseded data were derived.
 HN1005
 HN1005_MARKER: DD = SURVEY DISK
 HN1005_SETTING: 80 = SET IN A BOULDER
 HN1005
 HN1005  HISTORY     - Date     Condition        Report By
 HN1005  HISTORY     - 1963     MONUMENTED       USGS
 HN1005
 HN1005                          STATION DESCRIPTION
 HN1005
 HN1005'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (LGB)
 HN1005'THE STATION IS LOCATED ABOUT 42 MILES EAST OF ESCALANTE,
 HN1005'38 MILES NORTH OF THE HOLE-IN-THE-ROCK CROSSING ON THE COLORADO
 HN1005'RIVER, 21-1/2 MILES WEST OF THE SMALL TOWN OF HITE ON THE
 HN1005'NORTH END AND HIGHEST POINT OF A RIDGE THAT SLOPES TO THE
 HN1005'SOUTH.  THE RIDGE HAS A SPARSE GROWTH OF SAGE BRUSH ON IT,
 HN1005'UNLIKE THE BARREN CLAY AND ROCK HILLS SURROUNDING IT.
 HN1005'
 HN1005'TO REACH THE STATION BY HELICOPTER FROM THE SMALL TOWN OF
 HN1005'HITE ON THE COLORADO RIVER FLY WEST ON A TRUE COURSE OF 268
 HN1005'DEGREES FOR ABOUT 21-1/2 MILES TO THE NORTH END OF THE RIDGE AND
 HN1005'THE STATION.  TO REACH THE AZIMUTH MARK FROM THE STATION PACK
 HN1005'SOUTHEASTERLY ALONG THE WEST EDGE OF A NARROW CANYON TO A
 HN1005'POINT JUST OPPOSITE A ROUND SAND HILL ON THE CANYON FLOOR.
 HN1005'PACK DOWN THE STEEP CLAY BANK INTO THE CANYON AND PROCEED
 HN1005'AROUND THE LEFT SIDE OF THE SAND HILL TO A WASH.  FOLLOW THE
 HN1005'WASH DOWN HILL, KEEPING ON THE EAST RIM, PASSING THROUGH
 HN1005'A MAZE OF WIND WORN ROCK AND CROSSING THREE SIDE WASHES TO
 HN1005'THE MARK.  A 3/4 MILE PACK.
 HN1005'
 HN1005'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 HN1005'CLAY 1952, CEMENTED IN A DRILL HOLE IN A BOULDER 1 BY 2 FEET
 HN1005'IN CROSS SECTION AND PROJECTING 1 FOOT.  IT IS 9.5 FEET WEST
 HN1005'OF A THREE FOOT CAIRN.
 HN1005'
 HN1005'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 HN1005'DISK, STAMPED NO 1 1952, CEMENTED IN A DRILL HOLE IN A BOULDER
 HN1005'2 BY 3 FEET IN CROSS SECTION AND PROJECTING 4 INCHES.  IT
 HN1005'IS 55.5 FEET NORTHWEST OF THE CAIRN AND 46 FEET EAST OF THE
 HN1005'WEST EDGE OF THE RIDGE.
 HN1005'
 HN1005'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CLAY USGS NO
 HN1005'2 1963, CEMENTED IN A DRILL HOLE IN A BOULDER 6 BY 6 INCHES
 HN1005'IN CROSS SECTION AND PROJECTING 2 INCHES.  IT IS 49.5 FEET
 HN1005'NORTHEAST OF THE CAIRN AND 38 FEET SOUTH OF THE NORTH EDGE OF
 HN1005'THE RIDGE.
 HN1005'
 HN1005'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CLAY USGS 1963,
 HN1005'CEMENTED IN A DRILL HOLE IN BEDROCK ON THE EAST RIM OF A DEEP
 HN1005'WASH AND ON THE SOUTH EDGE OF A SMALL SIDE WASH.  IT IS 75
 HN1005'FEET EAST OF THE EAST EDGE OF THE DEEP WASH, 33 FEET SOUTH
 HN1005'OF THE SOUTH EDGE OF THE SIDE WASH AND 2.0 FEET WEST OF
 HN1005'A THREE FOOT CAIRN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0838 ***********************************************************************
 LO0838  DESIGNATION -  CLAYTON PEAK
 LO0838  PID         -  LO0838
 LO0838  STATE/COUNTY-  UT/WASATCH
 LO0838  COUNTRY     -  US
 LO0838  USGS QUAD   -  BRIGHTON (2017)
 LO0838
 LO0838                         *CURRENT SURVEY CONTROL
 LO0838  ______________________________________________________________________
 LO0838* NAD 83(1994) POSITION- 40 35 26.46389(N) 111 33 35.63146(W)   ADJUSTED
 LO0838* NAVD 88 ORTHO HEIGHT -  3269.1   (meters)    10725.    (feet) VERTCON3
 LO0838  ______________________________________________________________________
 LO0838  GEOID HEIGHT    -        -15.399 (meters)                     GEOID18
 LO0838  LAPLACE CORR    -          2.72  (seconds)                    DEFLEC18
 LO0838  HORZ ORDER      -  THIRD
 LO0838
 LO0838.The horizontal coordinates were established by classical geodetic methods
 LO0838.and adjusted by the National Geodetic Survey in November 1997.
 LO0838
 LO0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0838
 LO0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0838.GEOID18 height accuracy estimate available here.
 LO0838
 LO0838.Click photographs - Photos may exist for this station.
 LO0838
 LO0838.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0838
 LO0838. The following values were computed from the NAD 83(1994) position.
 LO0838
 LO0838;                    North         East     Units Scale Factor Converg.
 LO0838;SPC UT C     - 2,250,618.593   494,929.528   MT  0.99998578   -0 02 18.1
 LO0838;SPC UT C     - 7,383,904.50  1,623,781.29   sFT  0.99998578   -0 02 18.1
 LO0838;UTM  12      - 4,493,471.390   452,621.540   MT  0.99962763   -0 21 51.5
 LO0838
 LO0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0838!SPC UT C     -   0.99948986  x   0.99998578  =   0.99947564
 LO0838!UTM  12      -   0.99948986  x   0.99962763  =   0.99911768
 LO0838
 LO0838:                Primary Azimuth Mark                     Grid Az
 LO0838:SPC UT C     -  BRIGHTON                                 281 31 25.2
 LO0838:UTM  12      -  BRIGHTON                                 281 50 58.6
 LO0838
 LO0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK5262193471(NAD 83)
 LO0838
 LO0838|---------------------------------------------------------------------|
 LO0838| PID    Reference Object                     Distance      Geod. Az  |
 LO0838|                                                           dddmmss.s |
 LO0838| LO0839 BRIGHTON                            APPROX. 4.3 KM 2812907.1 |
 LO0838|---------------------------------------------------------------------|
 LO0838
 LO0838                          SUPERSEDED SURVEY CONTROL
 LO0838
 LO0838  NAD 83(1993)-  40 35 26.46403(N)    111 33 35.63016(W) AD(       ) 3
 LO0838  NAD 83(1986)-  40 35 26.45099(N)    111 33 35.62259(W) AD(       ) 3
 LO0838  NAD 27      -  40 35 26.63473(N)    111 33 32.89707(W) AD(       ) 3
 LO0838  NGVD 29 (07/19/86) 3267.7    (m)        10721.     (f) VERT ANG       
 LO0838
 LO0838.Superseded values are not recommended for survey control.
 LO0838
 LO0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0838.See file dsdata.pdf to determine how the superseded data were derived.
 LO0838
 LO0838
 LO0838  HISTORY     - Date     Condition        Report By
 LO0838  HISTORY     - UNK      MONUMENTED
 LO0838  HISTORY     - 1954     GOOD             USGS
 LO0838
 LO0838                          STATION DESCRIPTION
 LO0838
 LO0838'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LO0838'ON A MOUNTAIN OF THE SAME NAME, ABOUT 6 MI. SW. OF PARK CITY.
 LO0838'ABOUT 0.25 MI. SW. OF LACKAWAXEN LAKE AND 5 MI. SW. OF PARK CITY.  T.
 LO0838'3 S.,R.3 E., SEC.1.
 LO0838'
 LO0838'STATION MARK - COPPER BOLT SET IN GRANITE ROCK NEAR HIGHEST POINT.
 LO0838'
 LO0838'STATION FOUND AS DESCRIBED.
 LO0838'
 LO0838'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0576 ***********************************************************************
 HO0576  DESIGNATION -  CLEAR CREEK
 HO0576  PID         -  HO0576
 HO0576  STATE/COUNTY-  UT/KANE
 HO0576  COUNTRY     -  US
 HO0576  USGS QUAD   -  CLEAR CREEK MOUNTAIN (2017)
 HO0576
 HO0576                         *CURRENT SURVEY CONTROL
 HO0576  ______________________________________________________________________
 HO0576* NAD 83(1994) POSITION- 37 17 37.68068(N) 112 50 51.79141(W)   ADJUSTED
 HO0576* NAVD 88 ORTHO HEIGHT -  2478.1   (meters)     8130.    (feet) VERTCON3
 HO0576  ______________________________________________________________________
 HO0576  GEOID HEIGHT    -        -21.741 (meters)                     GEOID18
 HO0576  LAPLACE CORR    -         10.50  (seconds)                    DEFLEC18
 HO0576  HORZ ORDER      -  FIRST
 HO0576
 HO0576.The horizontal coordinates were established by classical geodetic methods
 HO0576.and adjusted by the National Geodetic Survey in June 1998.
 HO0576
 HO0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0576
 HO0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0576.GEOID18 height accuracy estimate available here.
 HO0576
 HO0576.Click photographs - Photos may exist for this station.
 HO0576
 HO0576.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0576
 HO0576. The following values were computed from the NAD 83(1994) position.
 HO0576
 HO0576;                    North         East     Units Scale Factor Converg.
 HO0576;SPC UT S     - 3,070,462.390   380,505.953   MT  0.99998767   -0 49 32.6
 HO0576;SPC UT S     -10,073,675.36  1,248,376.61   sFT  0.99998767   -0 49 32.6
 HO0576;UTM  12      - 4,129,065.765   336,224.247   MT  0.99993041   -1 07 11.2
 HO0576
 HO0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0576!SPC UT S     -   0.99961468  x   0.99998767  =   0.99960236
 HO0576!UTM  12      -   0.99961468  x   0.99993041  =   0.99954512
 HO0576
 HO0576:                Primary Azimuth Mark                     Grid Az
 HO0576:SPC UT S     -  CLEAR CREEK AZ MK                        067 52 32.6
 HO0576:UTM  12      -  CLEAR CREEK AZ MK                        068 10 11.2
 HO0576
 HO0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG3622429065(NAD 83)
 HO0576
 HO0576|---------------------------------------------------------------------|
 HO0576| PID    Reference Object                     Distance      Geod. Az  |
 HO0576|                                                           dddmmss.s |
 HO0576| CH2925 CLEAR CREEK AZ MK                                  0670300.0 |
 HO0576| CH2926 CLEAR CREEK RM 1                      6.732 METERS 14657     |
 HO0576| HO0619 GUARDIAN ANGEL PEAK                 APPROX.18.8 KM 2704011.7 |
 HO0576| CH2927 CLEAR CREEK RM 2                     14.385 METERS 32844     |
 HO0576|---------------------------------------------------------------------|
 HO0576
 HO0576                          SUPERSEDED SURVEY CONTROL
 HO0576
 HO0576  NAD 83(1992)-  37 17 37.67858(N)    112 50 51.79226(W) AD(       ) 1
 HO0576  NAD 83(1986)-  37 17 37.67747(N)    112 50 51.79150(W) AD(       ) 1
 HO0576  NAD 27      -  37 17 37.73700(N)    112 50 49.01800(W) AD(       ) 1
 HO0576  NGVD 29 (07/19/86) 2476.9    (m)         8126.     (f) VERT ANG       
 HO0576
 HO0576.Superseded values are not recommended for survey control.
 HO0576
 HO0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0576.See file dsdata.pdf to determine how the superseded data were derived.
 HO0576
 HO0576_MARKER: DS = TRIANGULATION STATION DISK
 HO0576_SETTING: 80 = SET IN A BOULDER
 HO0576
 HO0576  HISTORY     - Date     Condition        Report By
 HO0576  HISTORY     - 1938     MONUMENTED       CGS
 HO0576  HISTORY     - 1953     GOOD             CGS
 HO0576  HISTORY     - 1954     GOOD             USGS
 HO0576  HISTORY     - 1957     GOOD             USGS
 HO0576
 HO0576                          STATION DESCRIPTION
 HO0576
 HO0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0576'STATION IS IN THE SOUTHERN PART OF UTAH.  IN THE WESTERN PART
 HO0576'OF KANE COUNTY ABOUT 9 MILES AIRLINE NORTHEAST OF SPRINGDALE
 HO0576'AND ABOUT 1 MILE EAST OF THE EAST BOUNDARY OF ZION NATIONAL
 HO0576'PARK ON THE HIGHEST PART OF CLEAR CREEK MOUNTAIN.  CLEAR CREEK
 HO0576'MOUNTAIN IS A ROUND TOP MOUNTAIN THICKLY COVERED WITH SCRUB
 HO0576'OAK AND SHOWS A SMALL WHITE BLUFF TO THE EAST.  THE STATION
 HO0576'SETS BACK IN THE BRUSH ABOUT 150 FEET WEST OF THIS BLUFF.
 HO0576'THERE IS A SLIGHTLY LOWER BUT LARGER POCK-MARKED WHITE
 HO0576'SANDSTONE CLIFF JUST TO THE NORTHEAST OF THE ONE MENTIONED
 HO0576'ABOVE.
 HO0576'
 HO0576'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BOULDER.
 HO0576'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HO0576'BRONZE DISKS SET IN BEDROCK.
 HO0576'
 HO0576'THE STATION IS REACHED FROM SPRINGDALE BY GOING NORTHEAST OF
 HO0576'HIGHWAY UTAH 15 12.5 MILES TO CHECKING STATION AT EAST ENTRANCE
 HO0576'TO ZION NATIONAL PARK.  CONTINUE ON UTAH 15 2.35 MILES TO A
 HO0576'TRACK ROAD LEADING LEFT JUST AFTER PASSING CUT AT CREST OF
 HO0576'HILL.  THENCE TURN LEFT ON TRACK ROAD AND GO 1.45 MILES TO
 HO0576'THE WINDER RANCH.  CONTINUE BY RANCH ON MAIN TRAVELED ROAD
 HO0576'0.35 MILE TO FORK AT FENCE CORNER ON RIGHT.  THENCE RIGHT FORK
 HO0576'1.1 MILES TO A FORK JUST BEFORE CROSSING A DEEP WASH.  THENCE
 HO0576'RIGHT FORK AND BEAR AROUND TO THE LEFT AND CROSS DEEP WASH
 HO0576'AND FOLLOW MAIN TRAVELED ROAD IN A NORTHERLY DIRECTION 1.7
 HO0576'MILES TO GATE.  THENCE THRU GATE AND FOLLOW MAIN TRAVELED
 HO0576'ROAD 0.6 MILE TO DIM TRACKS TO THE LEFT.  THENCE DIM
 HO0576'TRACKS ABOUT 50 YARDS TO END OF TRUCK TRAVEL.  FROM END OF
 HO0576'TRUCK TRAVEL PACK THRU BRUSH TO TOP OF SMALL RIDGE IN A
 HO0576'NORTHEASTERLY DIRECTION AND FROM HERE YOU CAN SEE A LARGE
 HO0576'POCK-MARKED WHITE SANDSTONE CLIFF TO THE EAST AND A DEEP
 HO0576'WASH TO THE NORTH OF CLIFF WITH A LARGE PINE TREE IN THE
 HO0576'CENTER NEAR THE TOP.  HEAD ACROSS BRUSH-COVERED FLAT FOR THIS
 HO0576'WASH AND PACK UP THE SOUTH SIDE TO TOP OF RIDGE, THEN
 HO0576'BEAR SSW ALONG TOP ABOUT 3/4 MILE TO STATION.
 HO0576'
 HO0576'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHEAST OF STATION ACROSS
 HO0576'A SMALL CANYON ABOUT 100 FEET NW AND 10 FEET NE OF FACE OF
 HO0576'BLUFF.  THE NORTHEAST SIDE OF THIS MOUNTAIN SHOWS THE WHITE
 HO0576'POCK-MARKED FACE MENTIONED ABOVE.
 HO0576'
 HO0576'STATION IS ABOUT 2 HOURS PACK FROM END OF TRUCK TRAVEL, CLEARING
 HO0576'ON ALL LINES.
 HO0576
 HO0576                          STATION RECOVERY (1953)
 HO0576
 HO0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 HO0576'ALL MARKS WERE FOUND IN GOOD CONDITION BY THE RECONNAISSANCE PARTY
 HO0576'JUST PRIOR TO THIS VISIT.  ONLY THE STATION MARK WAS RECOVERED
 HO0576'BY THIS PARTY DUE TO HEAVY SNOW.  THE STATION WAS NOT OCCUPIED
 HO0576'BY AN OBSERVING PARTY AT THIS TIME, CONSEQUENTLY NO COMPARISONS
 HO0576'WERE MADE WITH THE OLD DATA AT THE STATION.  THE ORIGINAL
 HO0576'DESCRIPTION IS ADEQUATE.
 HO0576
 HO0576                          STATION RECOVERY (1954)
 HO0576
 HO0576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 HO0576'RECOVERED --STATION WAS FOUND AND ALL MARKS WERE IN
 HO0576'GOOD CONDITION.  THE RD. HAS BEEN CHANGED AND NEW DESCRIPTION FOLLOWS
 HO0576'
 HO0576'TO REACH FROM SPRINGDALE, DRIVE NE. ON STATE HIGHWAY 15 FOR 12.5 MI.
 HO0576'TO THE E. CHECKING STATION IN ZION NATIONAL PARK, CONTINUE ON STATE
 HO0576'HIGHWAY 15 FOR 2.4 MI. TO GRAVELED RD. ON LEFT AND STOP SIGN ON E.
 HO0576'SIDE OF SMALL HILL, TURN LEFT ONTO GRAVELED RD. AND CONTINUE 3.1 MI.
 HO0576'TO SIDE RD. ON RIGHT, GO RIGHT ON THIS DIRT RD. 1.7 MI. TO A GATE,
 HO0576'PASS THROUGH GATE AND CONTINUE 0.8 MI. TO SIDE RD. ON LEFT, TURN
 HO0576'LEFT ON THIS SIDE RD. 0.5 MI. TO CATTLE TANK, CONTINUE W. ACROSS DAM
 HO0576'FOR 0.6 MI. TO RD. FORKS, KEEP RIGHT AND CONTINUE 0.6 MI.  FROM HERE
 HO0576'PROCEED N. ON FOOT TO RIDGE AND THEN NE. UP RIDGE TO TOP AND STATION.
 HO0576'ABOUT 20 MINUTE BACK PACK.  (LINES OF SIGHT WHICH LEAD TO THE
 HO0576'STATION HAVE BEEN CLEARED IN THE OAK COVERING THE TOP.)
 HO0576'
 HO0576'NOTE--STATION ---CLEAR CREEK--- (USGS)
 HO0576'IS 529.19 FT. FROM STATION MARK, S 25 DEG 33 MIN W.
 HO0576
 HO0576                          STATION RECOVERY (1957)
 HO0576
 HO0576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 HO0576'STATION WAS FOUND AS DESCRIBED.  ALL MARKS WERE
 HO0576'IN GOOD CONDITION.
 HO0576'
 HO0576'STATION MARK--STANDARD BRONZE DISK SET IN BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0432 ***********************************************************************
 KO0432  DESIGNATION -  CLEAR LAKE
 KO0432  PID         -  KO0432
 KO0432  STATE/COUNTY-  UT/MILLARD
 KO0432  COUNTRY     -  US
 KO0432  USGS QUAD   -  POT MOUNTAIN (2017)
 KO0432
 KO0432                         *CURRENT SURVEY CONTROL
 KO0432  ______________________________________________________________________
 KO0432* NAD 83(1994) POSITION- 39 07 45.18237(N) 112 46 24.53839(W)   ADJUSTED
 KO0432* NAVD 88 ORTHO HEIGHT -  1472.7   (meters)     4832.    (feet) VERTCON3
 KO0432  ______________________________________________________________________
 KO0432  GEOID HEIGHT    -        -20.014 (meters)                     GEOID18
 KO0432  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 KO0432  HORZ ORDER      -  FIRST
 KO0432
 KO0432.The horizontal coordinates were established by classical geodetic methods
 KO0432.and adjusted by the National Geodetic Survey in June 1998.
 KO0432
 KO0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0432
 KO0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0432.GEOID18 height accuracy estimate available here.
 KO0432
 KO0432.Click photographs - Photos may exist for this station.
 KO0432
 KO0432.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0432
 KO0432. The following values were computed from the NAD 83(1994) position.
 KO0432
 KO0432;                    North         East     Units Scale Factor Converg.
 KO0432;SPC UT C     - 2,089,143.242   389,890.262   MT  0.99997412   -0 48 56.8
 KO0432;SPC UT C     - 6,854,130.79  1,279,164.97   sFT  0.99997412   -0 48 56.8
 KO0432;UTM  12      - 4,332,613.590   346,705.684   MT  0.99988935   -1 07 09.9
 KO0432
 KO0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0432!SPC UT C     -   0.99977214  x   0.99997412  =   0.99974626
 KO0432!UTM  12      -   0.99977214  x   0.99988935  =   0.99966151
 KO0432
 KO0432:                Primary Azimuth Mark                     Grid Az
 KO0432:SPC UT C     -  T19S R8W SECS 28 29 32 33                115 16 19.5
 KO0432:UTM  12      -  T19S R8W SECS 28 29 32 33                115 34 32.6
 KO0432
 KO0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ4670532613(NAD 83)
 KO0432
 KO0432|---------------------------------------------------------------------|
 KO0432| PID    Reference Object                     Distance      Geod. Az  |
 KO0432|                                                           dddmmss.s |
 KO0432| CM5344 CLEAR LAKE RM 1                       3.328 METERS 04120     |
 KO0432| CM5345 CLEAR LAKE RM 2                       9.100 METERS 08444     |
 KO0432| CM5623 T19S R8W SECS 28 29 32 33                          1142722.7 |
 KO0432|---------------------------------------------------------------------|
 KO0432
 KO0432                          SUPERSEDED SURVEY CONTROL
 KO0432
 KO0432  NAD 83(1986)-  39 07 45.17606(N)    112 46 24.53157(W) AD(       ) 1
 KO0432  NAD 27      -  39 07 45.32430(N)    112 46 21.70680(W) AD(       ) 1
 KO0432  NGVD 29 (07/19/86) 1471.6    (m)         4828.     (f) VERT ANG       
 KO0432
 KO0432.Superseded values are not recommended for survey control.
 KO0432
 KO0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0432.See file dsdata.pdf to determine how the superseded data were derived.
 KO0432
 KO0432_MARKER: DS = TRIANGULATION STATION DISK
 KO0432_SETTING: 66 = SET IN ROCK OUTCROP
 KO0432_STAMPING: CLEAR LAKE 1957
 KO0432_MARK LOGO: CGS
 KO0432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0432+STABILITY: POSITION/ELEVATION WELL
 KO0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0432+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2018
 KO0432
 KO0432  HISTORY     - Date     Condition        Report By
 KO0432  HISTORY     - 1957     MONUMENTED       CGS
 KO0432  HISTORY     - 1971     GOOD             USGS
 KO0432  HISTORY     - 20181002 GOOD             INDIV
 KO0432
 KO0432                          STATION DESCRIPTION
 KO0432
 KO0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0432'STATION IS LOCATED, AIRLINE, ABOUT 26 MILES WEST NORTHWEST
 KO0432'OF FILLMORE, 19 MILES SOUTHWEST OF DELTA, 2 MILES WEST NORTHWEST
 KO0432'OF THE CLEAR LAKE RAILROAD STATION AND ON THE HIGHEST PART
 KO0432'OF A LONE, FLAT TOPPED KNOLL THAT HAS TWO SHARP ROCKY OUTCROP
 KO0432'POINTS ON IT.  IT IS LOCALLY KNOWN AS BATTLESHIP MOUNTAIN.
 KO0432'
 KO0432'STATION IS REACHED AS FOLLOWS--FROM THE CENTER OF THE BUSINESS
 KO0432'SECTION IN DELTA, GO WESTERLY ON U.S. HIGHWAY 6 FOR 4.5 MILES
 KO0432'TO A CROSSROAD.  TURN LEFT, SOUTH, AS PER SIGN DESERET, MILFORD
 KO0432'AND GO 3.2 MILES TO A CROSSROAD IN DESERET.  CONTINUE STRAIGHT
 KO0432'AHEAD, SOUTH, AND GO 1.9 MILES TO A FORK.  TAKE THE LEFT FORK
 KO0432'AND GO 10.4 MILES TO A CROSSROAD AND THE CLEAR LAKE RAILROAD
 KO0432'STATION ON THE LEFT.  TURN RIGHT, WEST, ON A TRACK ROAD AND
 KO0432'GO 1.9 MILES TO WHERE THE ROAD TURNS LEFT, WEST, AND A GLO
 KO0432'SECTION CORNER MARK ON THE RIGHT WHICH IS USED FOR THE
 KO0432'AZIMUTH MARK.  TURN LEFT AND GO 0.35 MILE TO THE END OF TRUCK
 KO0432'TRAVEL.  PACK NORTHERLY TO THE TOP OF THE KNOLL AND TO THE
 KO0432'TOP OF THE HIGHEST ROCK OUTCROP AND THE STATION.  TIME
 KO0432'OF PACK IS 10 MINUTES.
 KO0432'
 KO0432'STATION MARK, STAMPED CLEAR LAKE 1957, IS A STANDARD DISK
 KO0432'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 10
 KO0432'FEET SOUTH OF THE NORTH EDGE, 3 FEET EAST OF THE WEST EDGE AND
 KO0432'3 FEET LOWER THAN THE HIGHEST POINT OF THE ROCK OUTCROP WHICH
 KO0432'RISES 30 FEET FROM THE MAIN KNOLL.
 KO0432'
 KO0432'REFERENCE MARK NUMBER 1, STAMPED CLEAR LAKE NO 1 1957, IS A
 KO0432'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 KO0432'THAT PROJECTS 2 FEET HIGHER THAN THE STATION AND IS 8 INCHES
 KO0432'SOUTH OF THE HIGHEST POINT OF THE BEDROCK OUTCROP.
 KO0432'
 KO0432'REFERENCE MARK NUMBER 2, STAMPED CLEAR LAKE NO 2 1957, IS A
 KO0432'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 KO0432'THAT PROJECTS 2 FEET AND IS 8 FEET LOWER THAN THE STATION.
 KO0432'IT IS ON THE CENTER ONE OF THREE SMALL HUMPS WHICH MAKE THE
 KO0432'MAIN OUTCROP.
 KO0432'
 KO0432'GLO SECTION CORNER MARK, STAMPED T 19 S, R 8 W, S 29, S 28,
 KO0432'S 32, S 33, 1940, SERVES AS THE AZIMUTH MARK.  IT IS A BRASS
 KO0432'CAP ON A 1-1/4 INCH IRON PIPE THAT PROJECTS 8 INCHES AND IS
 KO0432'MARKED WITH A PILE OF STONES.  IT IS 27 FEET NORTHEAST OF THE
 KO0432'CENTERLINE OF THE CENTER OF CURVE OF THE ROAD.
 KO0432'
 KO0432'HEIGHT OF LIGHT ABOVE STATION MARK 1.64 METERS.
 KO0432
 KO0432                          STATION RECOVERY (1971)
 KO0432
 KO0432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KO0432'RECOVERED IN GOOD CONDITION.
 KO0432'
 KO0432'STATION MARK--STANDARD DISK, STAMPED ---CLEAR LAKE 1957---, CEMENTED
 KO0432'IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 KO0432
 KO0432                          STATION RECOVERY (2018)
 KO0432
 KO0432'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (TWG)
 KO0432'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0482 ***********************************************************************
 HM0482  DESIGNATION -  CLEFT
 HM0482  PID         -  HM0482
 HM0482  STATE/COUNTY-  UT/SAN JUAN
 HM0482  COUNTRY     -  US
 HM0482  USGS QUAD   -  MOSES ROCK (2017)
 HM0482
 HM0482                         *CURRENT SURVEY CONTROL
 HM0482  ______________________________________________________________________
 HM0482* NAD 83(1994) POSITION- 37 00 47.05855(N) 109 43 30.99996(W)   ADJUSTED
 HM0482* NAVD 88 ORTHO HEIGHT -  1601.4   (meters)     5254.    (feet) VERTCON3
 HM0482  ______________________________________________________________________
 HM0482  GEOID HEIGHT    -        -20.962 (meters)                     GEOID18
 HM0482  LAPLACE CORR    -         -0.06  (seconds)                    DEFLEC18
 HM0482  HORZ ORDER      -  THIRD
 HM0482
 HM0482.The horizontal coordinates were established by classical geodetic methods
 HM0482.and adjusted by the National Geodetic Survey in November 1997.
 HM0482
 HM0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0482
 HM0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0482.GEOID18 height accuracy estimate available here.
 HM0482
 HM0482.Click photographs - Photos may exist for this station.
 HM0482
 HM0482.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0482
 HM0482. The following values were computed from the NAD 83(1994) position.
 HM0482
 HM0482;                    North         East     Units Scale Factor Converg.
 HM0482;SPC UT S     - 3,039,944.284   657,940.964   MT  1.00004114   +1 05 14.5
 HM0482;SPC UT S     - 9,973,550.54  2,158,594.65   sFT  1.00004114   +1 05 14.5
 HM0482;UTM  12      - 4,097,081.963   613,402.952   MT  0.99975842   +0 46 02.9
 HM0482
 HM0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0482!SPC UT S     -   0.99975204  x   1.00004114  =   0.99979317
 HM0482!UTM  12      -   0.99975204  x   0.99975842  =   0.99951052
 HM0482
 HM0482:                Primary Azimuth Mark                     Grid Az
 HM0482:SPC UT S     -  PEAK                                     109 03 02.0
 HM0482:UTM  12      -  PEAK                                     109 22 13.6
 HM0482
 HM0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF1340297081(NAD 83)
 HM0482
 HM0482|---------------------------------------------------------------------|
 HM0482| PID    Reference Object                     Distance      Geod. Az  |
 HM0482|                                                           dddmmss.s |
 HM0482| GO0266 PEAK                                APPROX.15.9 KM 1100816.5 |
 HM0482|---------------------------------------------------------------------|
 HM0482
 HM0482                          SUPERSEDED SURVEY CONTROL
 HM0482
 HM0482  NAD 83(1992)-  37 00 47.05601(N)    109 43 31.00170(W) AD(       ) 3
 HM0482  NAD 83(1986)-  37 00 47.05388(N)    109 43 30.99988(W) AD(       ) 3
 HM0482  NGVD 29 (08/22/88) 1600.5    (m)         5251.     (f) VERT ANG       
 HM0482
 HM0482.Superseded values are not recommended for survey control.
 HM0482
 HM0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0482.See file dsdata.pdf to determine how the superseded data were derived.
 HM0482
 HM0482_MARKER: DD = SURVEY DISK
 HM0482_SETTING: 80 = SET IN A BOULDER
 HM0482_MARK LOGO: USGS
 HM0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0482+STABILITY: SURFACE MOTION
 HM0482
 HM0482  HISTORY     - Date     Condition        Report By
 HM0482  HISTORY     - 1949     MONUMENTED       USGS
 HM0482  HISTORY     - 1961     GOOD             USGS
 HM0482
 HM0482                          STATION DESCRIPTION
 HM0482
 HM0482'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 HM0482'TEXT PREVIOUSLY SUBMITTED BY RMMC.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0431 ***********************************************************************
 JN0431  DESIGNATION -  CLEO
 JN0431  PID         -  JN0431
 JN0431  STATE/COUNTY-  UT/WAYNE
 JN0431  COUNTRY     -  US
 JN0431  USGS QUAD   -  CLEOPATRAS CHAIR (2017)
 JN0431
 JN0431                         *CURRENT SURVEY CONTROL
 JN0431  ______________________________________________________________________
 JN0431* NAD 83(1994) POSITION- 38 18 11.51427(N) 110 04 46.89309(W)   ADJUSTED
 JN0431* NAVD 88 ORTHO HEIGHT -  1988.4   (meters)     6524.    (feet) VERTCON3
 JN0431  ______________________________________________________________________
 JN0431  GEOID HEIGHT    -        -20.107 (meters)                     GEOID18
 JN0431  LAPLACE CORR    -          1.97  (seconds)                    DEFLEC18
 JN0431  HORZ ORDER      -  THIRD
 JN0431
 JN0431.The horizontal coordinates were established by classical geodetic methods
 JN0431.and adjusted by the National Geodetic Survey in November 1997.
 JN0431
 JN0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0431
 JN0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0431.GEOID18 height accuracy estimate available here.
 JN0431
 JN0431.Click photographs - Photos may exist for this station.
 JN0431
 JN0431.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0431
 JN0431. The following values were computed from the NAD 83(1994) position.
 JN0431
 JN0431;                    North         East     Units Scale Factor Converg.
 JN0431;SPC UT S     - 3,182,576.517   624,227.999   MT  0.99999227   +0 52 12.7
 JN0431;SPC UT S     -10,441,503.12  2,047,988.03   sFT  0.99999227   +0 52 12.7
 JN0431;UTM  12      - 4,239,856.964   580,467.543   MT  0.99967974   +0 34 13.6
 JN0431
 JN0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0431!SPC UT S     -   0.99969125  x   0.99999227  =   0.99968352
 JN0431!UTM  12      -   0.99969125  x   0.99967974  =   0.99937109
 JN0431
 JN0431:                Primary Azimuth Mark                     Grid Az
 JN0431:SPC UT S     -  SPUR                                     320 14 34.5
 JN0431:UTM  12      -  SPUR                                     320 32 33.6
 JN0431
 JN0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH8046739856(NAD 83)
 JN0431
 JN0431|---------------------------------------------------------------------|
 JN0431| PID    Reference Object                     Distance      Geod. Az  |
 JN0431|                                                           dddmmss.s |
 JN0431| JN0432 SPUR                                APPROX. 7.8 KM 3210647.2 |
 JN0431|---------------------------------------------------------------------|
 JN0431
 JN0431                          SUPERSEDED SURVEY CONTROL
 JN0431
 JN0431  NAD 83(1986)-  38 18 11.50490(N)    110 04 46.89201(W) AD(       ) 3
 JN0431  NAD 27      -  38 18 11.56247(N)    110 04 44.42792(W) AD(       ) 3
 JN0431  NGVD 29 (07/19/86) 1987.4    (m)         6520.     (f) VERT ANG       
 JN0431
 JN0431.Superseded values are not recommended for survey control.
 JN0431
 JN0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0431.See file dsdata.pdf to determine how the superseded data were derived.
 JN0431
 JN0431_MARKER: DD = SURVEY DISK
 JN0431_SETTING: 66 = SET IN ROCK OUTCROP
 JN0431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0431+STABILITY: POSITION/ELEVATION WELL
 JN0431
 JN0431  HISTORY     - Date     Condition        Report By
 JN0431  HISTORY     - 1953     MONUMENTED       USGS
 JN0431
 JN0431                          STATION DESCRIPTION
 JN0431
 JN0431'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JN0431'LOCATED ABOUT 46 MI. S. OF GREEN RIVER, 35 MI. ESE. OF HANKSVILLE,
 JN0431'13 MI. NW. OF CONFLUENCE OF GREEN AND COLORADO RIVERS ON TOP OF
 JN0431'PROMINIENT FEATURE KNOWN AS CLEOPATRAS CHAIR, A LARGE SANDSTONE
 JN0431'MONOLITH.
 JN0431'
 JN0431'STATION MARK - STANDARD TABLET STAMPED ---CLEO 1953--- CEMENTED IN
 JN0431'SANDSTONE ROCK.
 JN0431'
 JN0431'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED--- NO.1
 JN0431'1953---, CEMENTED IN SANDSTONE ROCK, 13.85 FT. FROM STATION MARK,
 JN0431'S 53 DEG 10 MIN W.
 JN0431'
 JN0431'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.2
 JN0431'1953---, CEMENTED IN SANDSTONE ROCK, 12.48 FT. FROM STATION MARK,
 JN0431'N 50 DEG 29 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1034 ***********************************************************************
 LO1034  DESIGNATION -  CLEVE
 LO1034  PID         -  LO1034
 LO1034  STATE/COUNTY-  UT/DUCHESNE
 LO1034  COUNTRY     -  US
 LO1034  USGS QUAD   -  FOX LAKE (2017)
 LO1034
 LO1034                         *CURRENT SURVEY CONTROL
 LO1034  ______________________________________________________________________
 LO1034* NAD 83(1994) POSITION- 40 45 37.60213(N) 110 07 57.89974(W)   ADJUSTED
 LO1034* NAVD 88 ORTHO HEIGHT -  3816.1   (meters)    12520.    (feet) VERTCON3
 LO1034  ______________________________________________________________________
 LO1034  GEOID HEIGHT    -        -11.998 (meters)                     GEOID18
 LO1034  LAPLACE CORR    -        -10.52  (seconds)                    DEFLEC18
 LO1034  HORZ ORDER      -  THIRD
 LO1034
 LO1034.The horizontal coordinates were established by classical geodetic methods
 LO1034.and adjusted by the National Geodetic Survey in November 1997.
 LO1034
 LO1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1034
 LO1034.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1034.GEOID18 height accuracy estimate available here.
 LO1034
 LO1034.Click photographs - Photos may exist for this station.
 LO1034
 LO1034.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1034
 LO1034. The following values were computed from the NAD 83(1994) position.
 LO1034
 LO1034;                    North         East     Units Scale Factor Converg.
 LO1034;SPC UT C     - 2,270,350.936   615,448.212   MT  1.00002936   +0 52 33.0
 LO1034;SPC UT C     - 7,448,643.03  2,019,183.01   sFT  1.00002936   +0 52 33.0
 LO1034;UTM  12      - 4,512,526.462   573,200.912   MT  0.99966595   +0 33 58.5
 LO1034
 LO1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1034!SPC UT C     -   0.99940363  x   1.00002936  =   0.99943297
 LO1034!UTM  12      -   0.99940363  x   0.99966595  =   0.99906978
 LO1034
 LO1034:                Primary Azimuth Mark                     Grid Az
 LO1034:SPC UT C     -  CLOVER                                   143 43 09.0
 LO1034:UTM  12      -  CLOVER                                   144 01 43.5
 LO1034
 LO1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL7320012526(NAD 83)
 LO1034
 LO1034|---------------------------------------------------------------------|
 LO1034| PID    Reference Object                     Distance      Geod. Az  |
 LO1034|                                                           dddmmss.s |
 LO1034| LO1037 CLOVER                              APPROX. 6.0 KM 1443542.0 |
 LO1034|---------------------------------------------------------------------|
 LO1034
 LO1034                          SUPERSEDED SURVEY CONTROL
 LO1034
 LO1034  NAD 83(1993)-  40 45 37.60204(N)    110 07 57.89999(W) AD(       ) 3
 LO1034  NAD 83(1986)-  40 45 37.58273(N)    110 07 57.88844(W) AD(       ) 3
 LO1034  NAD 27      -  40 45 37.76417(N)    110 07 55.30688(W) AD(       ) 3
 LO1034  NGVD 29 (07/19/86) 3814.3    (m)        12514.     (f) VERT ANG       
 LO1034
 LO1034.Superseded values are not recommended for survey control.
 LO1034
 LO1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1034.See file dsdata.pdf to determine how the superseded data were derived.
 LO1034
 LO1034_MARKER: H = DRILL HOLE
 LO1034_SETTING: 80 = SET IN A BOULDER
 LO1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1034+STABILITY: SURFACE MOTION
 LO1034
 LO1034  HISTORY     - Date     Condition        Report By
 LO1034  HISTORY     - 1961     MONUMENTED       USGS
 LO1034
 LO1034                          STATION DESCRIPTION
 LO1034
 LO1034'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 LO1034'LOCATED ABOUT 27.2 MI. AIR SW. OF MANILA, 9.4 MI. N. OF UINTA PARK
 LO1034'GUARD STATION, 2.2 MI. SE. OF CRESCENT LAKE, ON THE S. TOP OF A BROAD,
 LO1034'BARREN MOUNTAIN JUST W. OF CLEVELAND LAKE.  THERE IS A LARGE CAIRN ON
 LO1034'A LOWER TOP ABOUT 0.5 MI. N. OF THE STATION.
 LO1034'
 LO1034'STATION REACHED BY HELICOPTER.
 LO1034'
 LO1034'REFERENCE MARK NO.1 - A STANDARD REFERENCE MARK TABLET STAMPED ---NO.1
 LO1034'1961--- CEMENTED IN A BOULDER IN PLACE.
 LO1034'
 LO1034'CLEVE USFS - A 1 IN. DRILL HOLE IN A BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0699 ***********************************************************************
 HN0699  DESIGNATION -  CLIFF
 HN0699  PID         -  HN0699
 HN0699  STATE/COUNTY-  UT/KANE
 HN0699  COUNTRY     -  US
 HN0699  USGS QUAD   -  BLACKBURN CANYON (2017)
 HN0699
 HN0699                         *CURRENT SURVEY CONTROL
 HN0699  ______________________________________________________________________
 HN0699* NAD 83(1994) POSITION- 37 19 31.91347(N) 111 08 36.99948(W)   ADJUSTED
 HN0699* NAVD 88 ORTHO HEIGHT -  2330.3   (meters)     7645.    (feet) VERTCON3
 HN0699  ______________________________________________________________________
 HN0699  GEOID HEIGHT    -        -22.316 (meters)                     GEOID18
 HN0699  LAPLACE CORR    -        -13.11  (seconds)                    DEFLEC18
 HN0699  HORZ ORDER      -  SECOND
 HN0699
 HN0699.The horizontal coordinates were established by classical geodetic methods
 HN0699.and adjusted by the National Geodetic Survey in November 1997.
 HN0699
 HN0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0699
 HN0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0699.GEOID18 height accuracy estimate available here.
 HN0699
 HN0699.Click photographs - Photos may exist for this station.
 HN0699
 HN0699.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0699
 HN0699. The following values were computed from the NAD 83(1994) position.
 HN0699
 HN0699;                    North         East     Units Scale Factor Converg.
 HN0699;SPC UT S     - 3,073,183.107   531,586.425   MT  0.99998312   +0 13 06.1
 HN0699;SPC UT S     -10,082,601.58  1,744,046.46   sFT  0.99998312   +0 13 06.1
 HN0699;UTM  12      - 4,130,995.302   487,276.737   MT  0.99960199   -0 05 13.5
 HN0699
 HN0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0699!SPC UT S     -   0.99963795  x   0.99998312  =   0.99962108
 HN0699!UTM  12      -   0.99963795  x   0.99960199  =   0.99924009
 HN0699
 HN0699:                Primary Azimuth Mark                     Grid Az
 HN0699:SPC UT S     -  CLIFF AZ MK                              311 08 49.8
 HN0699:UTM  12      -  CLIFF AZ MK                              311 27 09.4
 HN0699
 HN0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG8727630995(NAD 83)
 HN0699
 HN0699|---------------------------------------------------------------------|
 HN0699| PID    Reference Object                     Distance      Geod. Az  |
 HN0699|                                                           dddmmss.s |
 HN0699| CH2929 CLIFF RM 1                            9.405 METERS 09033     |
 HN0699| CH2930 CLIFF RM 2                           12.170 METERS 17216     |
 HN0699| CH2928 CLIFF AZ MK                                        3112155.9 |
 HN0699|---------------------------------------------------------------------|
 HN0699
 HN0699                          SUPERSEDED SURVEY CONTROL
 HN0699
 HN0699  NAD 83(1992)-  37 19 31.90961(N)    111 08 36.99934(W) AD(       ) 2
 HN0699  NAD 83(1986)-  37 19 31.90911(N)    111 08 36.99945(W) AD(       ) 2
 HN0699  NAD 27      -  37 19 31.94460(N)    111 08 34.42807(W) AD(       ) 2
 HN0699  NGVD 29 (07/19/86) 2329.1    (m)         7641.     (f) VERT ANG       
 HN0699
 HN0699.Superseded values are not recommended for survey control.
 HN0699
 HN0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0699.See file dsdata.pdf to determine how the superseded data were derived.
 HN0699
 HN0699_MARKER: DS = TRIANGULATION STATION DISK
 HN0699_SETTING: 80 = SET IN A BOULDER
 HN0699_STAMPING: CLIFF 1963
 HN0699_MARK LOGO: CGS
 HN0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0699+STABILITY: SURFACE MOTION
 HN0699
 HN0699  HISTORY     - Date     Condition        Report By
 HN0699  HISTORY     - 1963     MONUMENTED       CGS
 HN0699
 HN0699                          STATION DESCRIPTION
 HN0699
 HN0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0699'THE STATION IS LOCATED ABOUT 39-1/2 MILES SOUTHEAST OF
 HN0699'ESCALANTE, UTAH, 34 MILES NORTHEAST OF PAGE, ARIZONA, 14-1/2
 HN0699'MILES WEST NORTHWEST OF THE HOLE-IN-THE-ROCK CROSSING ON
 HN0699'THE COLORADO RIVER, 0.1 MILE SOUTHWEST OF THE NORTHEAST RIM
 HN0699'OF THE KAIPAROWITS PLATEAU, AND ON THE HIGHEST POINT OF THE
 HN0699'PLATEAU.  THE STATION IS ON THE NORTHWEST END OF A BENCH
 HN0699'THAT IS SLIGHTLY HIGHER THAN THE PLATEAU PROPER AND IS
 HN0699'COVERED WITH LOW PINES AND SCRUB JUNIPER.  THERE IS A GROUP
 HN0699'OF PROMINENT WIND WORN ROCK ABOUT 0.5 MILE TO THE NORTHWEST
 HN0699'AND A LITTLE LOWER.
 HN0699'
 HN0699'TO REACH THE STATION BY HELICOPTER FROM THE AIRSTRIP AT
 HN0699'HOLE-IN-THE-ROCK FLY WEST NORTHWEST ON A TRUE COURSE OF
 HN0699'289 DEGREES FOR ABOUT 13 MILES TO THE HIGHEST POINT OF THE
 HN0699'PLATEAU AND THE STATION.  TO REACH THE AZIMUTH MARK FROM
 HN0699'THE STATION PACK NORTHWEST DOWN THE STEEP SLOPE OF THE BENCH
 HN0699'AND ACROSS THE PLATEAU FOR 0.5 MILE TO THE WEST END OF THE
 HN0699'GROUP OF WIND WORN ROCK AND THE MARK.
 HN0699'
 HN0699'THE STATION MARK IS A STANDARD DISK, STAMPED CLIFF 1963,
 HN0699'CEMENTED IN A DRILL HOLE IN A BOULDER 4 BY 6 FEET IN CROSS
 HN0699'SECTION AND FLUSH WITH THE GROUND.  IT IS 8.0 FEET SOUTH OF
 HN0699'A 4-1/2 FOOT CAIRN.
 HN0699'
 HN0699'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CLIFF NO 1 1963,
 HN0699'CEMENTED IN A DRILL HOLE IN BEDROCK 4 BY 6 FEET IN CROSS
 HN0699'SECTION, FLUSH ON THE WEST EDGE AND PROJECTING 10 INCHES ON
 HN0699'THE EAST EDGE.
 HN0699'
 HN0699'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CLIFF NO 2 1963,
 HN0699'CEMENTED IN A DRILL HOLE IN A BOULDER 3 BY 3 FEET IN CROSS
 HN0699'SECTION, FLUSH WITH THE GROUND AND ABOUT 1 FOOT LOWER THAN
 HN0699'THE STATION.  IT IS 48.0 FEET SOUTH OF THE CAIRN.
 HN0699'
 HN0699'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CLIFF 1963,
 HN0699'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS
 HN0699'15 FEET ABOVE THE GROUND AND IS AT THE EXTREME WEST END OF
 HN0699'THE GROUP OF WIND WORN ROCK.  IT IS 200 FEET NORTHWEST OF
 HN0699'A LONE ROCK WITH A NATURAL WINDOW AT ITS TOP, 155 FEET NORTH
 HN0699'OF A 20 FOOT HIGH BALANCED ROCK AND 12 FEET EAST OF THE
 HN0699'WEST END OF THE BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN1002 ***********************************************************************
 HN1002  DESIGNATION -  CLIFF
 HN1002  PID         -  HN1002
 HN1002  STATE/COUNTY-  UT/GARFIELD
 HN1002  COUNTRY     -  US
 HN1002  USGS QUAD   -  STEVENS CANYON NORTH (2017)
 HN1002
 HN1002                         *CURRENT SURVEY CONTROL
 HN1002  ______________________________________________________________________
 HN1002* NAD 83(1994) POSITION- 37 34 02.44173(N) 110 55 12.63476(W)   ADJUSTED
 HN1002* NAVD 88 ORTHO HEIGHT -  2057.1   (meters)     6749.    (feet) VERTCON3
 HN1002  ______________________________________________________________________
 HN1002  GEOID HEIGHT    -        -21.805 (meters)                     GEOID18
 HN1002  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC18
 HN1002  HORZ ORDER      -  SECOND
 HN1002
 HN1002.The horizontal coordinates were established by classical geodetic methods
 HN1002.and adjusted by the National Geodetic Survey in November 1997.
 HN1002
 HN1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN1002
 HN1002.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN1002.GEOID18 height accuracy estimate available here.
 HN1002
 HN1002.Click photographs - Photos may exist for this station.
 HN1002
 HN1002.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN1002
 HN1002. The following values were computed from the NAD 83(1994) position.
 HN1002
 HN1002;                    North         East     Units Scale Factor Converg.
 HN1002;SPC UT S     - 3,100,118.803   551,222.626   MT  0.99995841   +0 21 18.9
 HN1002;SPC UT S     -10,170,973.11  1,808,469.57   sFT  0.99995841   +0 21 18.9
 HN1002;UTM  12      - 4,157,815.802   507,049.280   MT  0.99960061   +0 02 55.2
 HN1002
 HN1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN1002!SPC UT S     -   0.99968072  x   0.99995841  =   0.99963915
 HN1002!UTM  12      -   0.99968072  x   0.99960061  =   0.99928146
 HN1002
 HN1002:                Primary Azimuth Mark                     Grid Az
 HN1002:SPC UT S     -  CLIFF AZ MK                              306 14 15.1
 HN1002:UTM  12      -  CLIFF AZ MK                              306 32 38.8
 HN1002
 HN1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0704957815(NAD 83)
 HN1002
 HN1002|---------------------------------------------------------------------|
 HN1002| PID    Reference Object                     Distance      Geod. Az  |
 HN1002|                                                           dddmmss.s |
 HN1002| CM6284 CLIFF RM 1                           17.815 METERS 09504     |
 HN1002| CM6285 CLIFF RM 2                           16.700 METERS 16041     |
 HN1002| CM6283 CLIFF AZ MK                                        3063534.0 |
 HN1002|---------------------------------------------------------------------|
 HN1002
 HN1002                          SUPERSEDED SURVEY CONTROL
 HN1002
 HN1002  NAD 83(1986)-  37 34 02.43702(N)    110 55 12.63453(W) AD(       ) 2
 HN1002  NAD 27      -  37 34 02.47235(N)    110 55 10.09213(W) AD(       ) 2
 HN1002  NGVD 29 (07/19/86) 2055.9    (m)         6745.     (f) VERT ANG       
 HN1002
 HN1002.Superseded values are not recommended for survey control.
 HN1002
 HN1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN1002.See file dsdata.pdf to determine how the superseded data were derived.
 HN1002
 HN1002_MARKER: DD = SURVEY DISK
 HN1002_SETTING: 66 = SET IN ROCK OUTCROP
 HN1002
 HN1002  HISTORY     - Date     Condition        Report By
 HN1002  HISTORY     - 1963     MONUMENTED       USGS
 HN1002
 HN1002                          STATION DESCRIPTION
 HN1002
 HN1002'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (LGB)
 HN1002'THE STATION IS LOCATED ABOUT 40 MILES SOUTHEAST OF ESCALANTE,
 HN1002'22 MILES NORTH OF THE HOLE-IN-THE-ROCK CROSSING ON THE COLORADO
 HN1002'RIVER, 12-1/2 MILES NORTHWEST OF THE JUNCTION OF THE COLORADO
 HN1002'RIVER AND BULLFROG CREEK ON WATERPOCKET FOLD WHICH IS A
 HN1002'PROMINENT RIDGE EXTENDING NORTH AND SOUTH ALONG THE WEST SIDE
 HN1002'OF GRAND GULCH.  IT IS ON A WHITE, DOME SHAPED, BALD PEAK WHICH
 HN1002'IS THE HIGHEST POINT IN THE VICINITY.
 HN1002'
 HN1002'TO REACH THE STATION BY HELICOPTER FROM THE AIRSTRIP AT
 HN1002'HOLE-IN-THE-ROCK FLY NORTHERLY ON A TRUE COURSE OF 02 DEGREES
 HN1002'FOR ABOUT 20 MILES TO THE BALD PEAK AND THE STATION.  LANDING
 HN1002'WAS MADE ON THE BARE ROCK JUST NORTHWEST OF THE STATION.  FROM
 HN1002'HERE PACK SOUTHEAST TO THE TOP OF THE PEAK AND THE STATION.
 HN1002'TO REACH THE AZIMUTH MARK FROM THE STATION PACK NORTHWEST
 HN1002'DOWN OFF THE PEAK AND ACROSS THE BARE ROCK AND SAND HUMMOCKS
 HN1002'FOR 0.5 MILE TO A LARGE SANDSTONE OUTCROP AND THE MARK.
 HN1002'
 HN1002'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 HN1002'CLIFF 1952, CEMENTED IN A DRILL HOLE IN BEDROCK ON THE HIGHEST
 HN1002'POINT OF THE PEAK.  IT IS 18.3 FEET NORTHWEST OF A 4 FOOT CAIRN.
 HN1002'
 HN1002'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CLIFF USGS NO 1
 HN1002'1963, CEMENTED IN A DRILL HOLE IN BEDROCK 14 FEET LOWER THAN
 HN1002'THE STATION.  IT IS 49.2 FEET NORTHEAST OF THE CAIRN.
 HN1002'
 HN1002'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CLIFF USGS NO
 HN1002'2 1963, CEMENTED IN A DRILL HOLE IN BEDROCK 4 FEET LOWER
 HN1002'THAN THE STATION.  IT IS 38.8 FEET SOUTH OF THE CAIRN.
 HN1002'
 HN1002'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CLIFF USGS
 HN1002'1963, CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK 200
 HN1002'BY 50 FEET IN CROSS SECTION AND PROJECTING 15 FEET.  THE
 HN1002'OUTCROP APPEARS AS A SMALL BACKBONE RIDGE ON A LARGE SANDY
 HN1002'RIDGE.  THE MARK IS 0.5 FEET SOUTHEAST OF A 3 FOOT CAIRN
 HN1002'AND ABOUT 200 FEET LOWER THAN THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0480 ***********************************************************************
 KN0480  DESIGNATION -  CLIFF
 KN0480  PID         -  KN0480
 KN0480  STATE/COUNTY-  UT/EMERY
 KN0480  COUNTRY     -  US
 KN0480  USGS QUAD   -  BLUE CASTLE BUTTE (2017)
 KN0480
 KN0480                         *CURRENT SURVEY CONTROL
 KN0480  ______________________________________________________________________
 KN0480* NAD 83(1994) POSITION- 39 03 50.83449(N) 110 12 24.02601(W)   ADJUSTED
 KN0480  ______________________________________________________________________
 KN0480  GEOID HEIGHT    -        -19.795 (meters)                     GEOID18
 KN0480  LAPLACE CORR    -         -8.89  (seconds)                    DEFLEC18
 KN0480  HORZ ORDER      -  THIRD
 KN0480
 KN0480.The horizontal coordinates were established by classical geodetic methods
 KN0480.and adjusted by the National Geodetic Survey in November 1997.
 KN0480
 KN0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0480.GEOID18 height accuracy estimate available here.
 KN0480
 KN0480.Click photographs - Photos may exist for this station.
 KN0480
 KN0480.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0480
 KN0480. The following values were computed from the NAD 83(1994) position.
 KN0480
 KN0480;                    North         East     Units Scale Factor Converg.
 KN0480;SPC UT C     - 2,081,941.897   611,929.825   MT  0.99998863   +0 49 42.5
 KN0480;SPC UT C     - 6,830,504.37  2,007,639.77   sFT  0.99998863   +0 49 42.5
 KN0480;UTM  12      - 4,324,191.615   568,633.910   MT  0.99965800   +0 29 59.9
 KN0480
 KN0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ6863324191(NAD 83)
 KN0480
 KN0480                          SUPERSEDED SURVEY CONTROL
 KN0480
 KN0480  NAD 83(1986)-  39 03 50.82066(N)    110 12 24.01951(W) AD(       ) 3
 KN0480  NAD 27      -  39 03 50.93200(N)    110 12 21.52300(W) AD(       ) 3
 KN0480  USCA        -  39 03 45.63000(N)    110 12 27.57000(W) AD(       ) 3
 KN0480  USSD        -  39 03 51.60100(N)    110 12 22.12200(W) AD(       ) 3
 KN0480
 KN0480.Superseded values are not recommended for survey control.
 KN0480
 KN0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0480.See file dsdata.pdf to determine how the superseded data were derived.
 KN0480
 KN0480_MARKER: Z = SEE DESCRIPTION
 KN0480_SETTING: 0 = UNSPECIFIED SETTING
 KN0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0480
 KN0480  HISTORY     - Date     Condition        Report By
 KN0480  HISTORY     - 1898     MONUMENTED       CGS
 KN0480  HISTORY     - 20060514 GOOD             GEOCAC
 KN0480
 KN0480                          STATION DESCRIPTION
 KN0480
 KN0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (CHS)
 KN0480'THIS STATION WAS NEITHER OCCUPIED OR MARKED, AS ITS LOCATION
 KN0480'IS NEARLY INACCESSIBLE.  IT IS NORTH-NORTHWEST OF THE TOWN
 KN0480'OF GREEN RIVER ON A LOFTY BUTTE ABOUT 3 MILES LONG EAST AND
 KN0480'WEST WHICH RISES ABOUT 2,000 FEET ABOVE THE PLAIN.  THE UPPER
 KN0480'PART OF THE CLIFF IS COMPOSED OF STRATIFIED ROCK WITH THE DIP
 KN0480'VERTICAL AND HAS THE GENERAL APPEARNCE OF A HUGE BATTLESHIP.
 KN0480'THE STATION IS THE HIGHEST POINT OF THE CLIFF WHICH IS NEAR
 KN0480'THE MIDDLE OF ITS LENGTH.
 KN0480
 KN0480                          STATION RECOVERY (2006)
 KN0480
 KN0480'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KN0480'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0689 ***********************************************************************
 LN0689  DESIGNATION -  CLIFF
 LN0689  PID         -  LN0689
 LN0689  STATE/COUNTY-  UT/UINTAH
 LN0689  COUNTRY     -  US
 LN0689  USGS QUAD   -  PARADISE PARK (2017)
 LN0689
 LN0689                         *CURRENT SURVEY CONTROL
 LN0689  ______________________________________________________________________
 LN0689* NAD 83(1994) POSITION- 40 42 32.67074(N) 109 57 58.37952(W)   ADJUSTED
 LN0689* NAVD 88 ORTHO HEIGHT -  3521.5   (meters)    11553.    (feet) VERTCON3
 LN0689  ______________________________________________________________________
 LN0689  GEOID HEIGHT    -        -12.784 (meters)                     GEOID18
 LN0689  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 LN0689  HORZ ORDER      -  THIRD
 LN0689
 LN0689.The horizontal coordinates were established by classical geodetic methods
 LN0689.and adjusted by the National Geodetic Survey in November 1997.
 LN0689
 LN0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0689
 LN0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0689.GEOID18 height accuracy estimate available here.
 LN0689
 LN0689.Click photographs - Photos may exist for this station.
 LN0689
 LN0689.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0689
 LN0689. The following values were computed from the NAD 83(1994) position.
 LN0689
 LN0689;                    North         East     Units Scale Factor Converg.
 LN0689;SPC UT C     - 2,264,875.131   629,606.517   MT  1.00001523   +0 58 57.0
 LN0689;SPC UT C     - 7,430,677.83  2,065,634.05   sFT  1.00001523   +0 58 57.0
 LN0689;UTM  12      - 4,506,976.312   587,324.650   MT  0.99969386   +0 40 27.5
 LN0689
 LN0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0689!SPC UT C     -   0.99944990  x   1.00001523  =   0.99946513
 LN0689!UTM  12      -   0.99944990  x   0.99969386  =   0.99914393
 LN0689
 LN0689:                Primary Azimuth Mark                     Grid Az
 LN0689:SPC UT C     -  ROSE                                     342 02 42.3
 LN0689:UTM  12      -  ROSE                                     342 21 11.8
 LN0689
 LN0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL8732406976(NAD 83)
 LN0689
 LN0689|---------------------------------------------------------------------|
 LN0689| PID    Reference Object                     Distance      Geod. Az  |
 LN0689|                                                           dddmmss.s |
 LN0689| LN0696 ROSE                                APPROX. 8.7 KM 3430139.3 |
 LN0689|---------------------------------------------------------------------|
 LN0689
 LN0689                          SUPERSEDED SURVEY CONTROL
 LN0689
 LN0689  NAD 83(1993)-  40 42 32.67063(N)    109 57 58.37994(W) AD(       ) 3
 LN0689  NAD 83(1986)-  40 42 32.65097(N)    109 57 58.36792(W) AD(       ) 3
 LN0689  NAD 27      -  40 42 32.82104(N)    109 57 55.81038(W) AD(       ) 3
 LN0689  NGVD 29 (07/19/86) 3519.8    (m)        11548.     (f) VERT ANG       
 LN0689
 LN0689.Superseded values are not recommended for survey control.
 LN0689
 LN0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0689.See file dsdata.pdf to determine how the superseded data were derived.
 LN0689
 LN0689_MARKER: DD = SURVEY DISK
 LN0689_SETTING: 66 = SET IN ROCK OUTCROP
 LN0689_STAMPING: CLIFF 1961
 LN0689_MARK LOGO: USGS
 LN0689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0689+STABILITY: POSITION/ELEVATION WELL
 LN0689
 LN0689  HISTORY     - Date     Condition        Report By
 LN0689  HISTORY     - 1961     MONUMENTED       USGS
 LN0689
 LN0689                          STATION DESCRIPTION
 LN0689
 LN0689'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 LN0689'LOCATED ABOUT 6.4 MI. AIR NW. OF MARSH PEAK, ABOUT 4.5 MI. SW. OF
 LN0689'LEIDY PEAK, 1.0 MI. SSE. OF CLIFF LAKE, ON THE HIGHEST PART OF A FLAT
 LN0689'TOPPED MOUNTAIN.
 LN0689'
 LN0689'REACHED BY HELICOPTER.
 LN0689'
 LN0689'NOTE - USFS STATION MARGO IS 11.9 FT. LOWER THAN STATION MARK.
 LN0689'
 LN0689'STATION MARK - STANDARD TABLET STAMPED ---CLIFF 1961--- CEMENTED IN
 LN0689'DRILL HOLE IN ROCK OUTCROP.
 LN0689'
 LN0689'REFERENCE MARK NO.1 - CHISELED CROSS ON ROCK.
 LN0689'
 LN0689'REFERENCE MARK NO.2 - CHISELED CROSS ON ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0558 ***********************************************************************
 HO0558  DESIGNATION -  CLIFFE
 HO0558  PID         -  HO0558
 HO0558  STATE/COUNTY-  UT/KANE
 HO0558  COUNTRY     -  US
 HO0558  USGS QUAD   -  CUTLER POINT (2017)
 HO0558
 HO0558                         *CURRENT SURVEY CONTROL
 HO0558  ______________________________________________________________________
 HO0558* NAD 83(1994) POSITION- 37 11 15.43081(N) 112 27 24.26050(W)   ADJUSTED
 HO0558* NAVD 88 ORTHO HEIGHT -  2053.7   (meters)     6738.    (feet) VERTCON3
 HO0558  ______________________________________________________________________
 HO0558  GEOID HEIGHT    -        -21.780 (meters)                     GEOID18
 HO0558  LAPLACE CORR    -          2.25  (seconds)                    DEFLEC18
 HO0558  HORZ ORDER      -  THIRD
 HO0558
 HO0558.The horizontal coordinates were established by classical geodetic methods
 HO0558.and adjusted by the National Geodetic Survey in November 1997.
 HO0558
 HO0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0558
 HO0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0558.GEOID18 height accuracy estimate available here.
 HO0558
 HO0558.Click photographs - Photos may exist for this station.
 HO0558
 HO0558.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0558
 HO0558. The following values were computed from the NAD 83(1994) position.
 HO0558
 HO0558;                    North         East     Units Scale Factor Converg.
 HO0558;SPC UT S     - 3,058,251.779   415,049.807   MT  1.00000511   -0 35 10.3
 HO0558;SPC UT S     -10,033,614.38  1,361,709.24   sFT  1.00000511   -0 35 10.3
 HO0558;UTM  12      - 4,116,679.587   370,700.464   MT  0.99980595   -0 52 50.2
 HO0558
 HO0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0558!SPC UT S     -   0.99968124  x   1.00000511  =   0.99968634
 HO0558!UTM  12      -   0.99968124  x   0.99980595  =   0.99948725
 HO0558
 HO0558:                Primary Azimuth Mark                     Grid Az
 HO0558:SPC UT S     -  CLARK                                    101 04 12.0
 HO0558:UTM  12      -  CLARK                                    101 21 51.9
 HO0558
 HO0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG7070016679(NAD 83)
 HO0558
 HO0558|---------------------------------------------------------------------|
 HO0558| PID    Reference Object                     Distance      Geod. Az  |
 HO0558|                                                           dddmmss.s |
 HO0558| HO0554 CLARK                               APPROX.10.6 KM 1002901.7 |
 HO0558|---------------------------------------------------------------------|
 HO0558
 HO0558                          SUPERSEDED SURVEY CONTROL
 HO0558
 HO0558  NAD 83(1992)-  37 11 15.43017(N)    112 27 24.26037(W) AD(       ) 3
 HO0558  NAD 83(1986)-  37 11 15.42846(N)    112 27 24.25910(W) AD(       ) 3
 HO0558  NAD 27      -  37 11 15.50019(N)    112 27 21.53556(W) AD(       ) 3
 HO0558  NGVD 29 (07/19/86) 2052.6    (m)         6734.     (f) VERT ANG       
 HO0558
 HO0558.Superseded values are not recommended for survey control.
 HO0558
 HO0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0558.See file dsdata.pdf to determine how the superseded data were derived.
 HO0558
 HO0558_MARKER: DB = BENCH MARK DISK
 HO0558_SETTING: 80 = SET IN A BOULDER
 HO0558_STAMPING: 1954 CLIFFE
 HO0558_MARK LOGO: USGS
 HO0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0558+STABILITY: SURFACE MOTION
 HO0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0558+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2022
 HO0558
 HO0558  HISTORY     - Date     Condition        Report By
 HO0558  HISTORY     - 1954     MONUMENTED       USGS
 HO0558  HISTORY     - 20220205 GOOD             INDIV
 HO0558
 HO0558                          STATION DESCRIPTION
 HO0558
 HO0558'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HO0558'LOCATED 18.0 MI. NNW. OF KANAB, 7.0 MI. W. OF JOHNSON CANYON AND THE
 HO0558'GRANARY RANCH, ON THE S. TIP OF A HIGH PLATEAU.
 HO0558'STATION IS ON TOP WHICH IS SEPARATED FROM THE MAIN PLATEAU BY A SMALL
 HO0558'SADDLE.
 HO0558'
 HO0558'STATION REACHED BY HELICOPTER.
 HO0558'
 HO0558'STATION MARK - STANDARD TABLET STAMPED ---CLIFFE 1954--- SET IN DRILL
 HO0558'HOLE IN SANDSTONE BOULDER FLUSH WITH THE GROUND.
 HO0558'
 HO0558'REFERENCE MARKS - NONE.
 HO0558
 HO0558                          STATION RECOVERY (2022)
 HO0558
 HO0558'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2022 (TWG)
 HO0558'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0082 ***********************************************************************
 KO0082  DESIGNATION -  CLINE=CHISELED SQUARE 1
 KO0082  PID         -  KO0082
 KO0082  STATE/COUNTY-  UT/MILLARD
 KO0082  COUNTRY     -  US
 KO0082  USGS QUAD   -  STRONG (2017)
 KO0082
 KO0082                         *CURRENT SURVEY CONTROL
 KO0082  ______________________________________________________________________
 KO0082* NAD 83(1986) POSITION- 39 27 31.     (N) 112 26 34.     (W)   SCALED
 KO0082* NAVD 88 ORTHO HEIGHT -  1458.175 (meters)     4784.03  (feet) ADJUSTED
 KO0082  ______________________________________________________________________
 KO0082  GEOID HEIGHT    -        -18.871 (meters)                     GEOID18
 KO0082  DYNAMIC HEIGHT  -       1456.850 (meters)     4779.68  (feet) COMP
 KO0082  MODELED GRAVITY -    979,667.4   (mgal)                       NAVD 88
 KO0082
 KO0082  VERT ORDER      -  SECOND    CLASS 0
 KO0082
 KO0082.The horizontal coordinates were scaled from a map and have
 KO0082.an estimated accuracy of +/- 6 seconds.
 KO0082
 KO0082.The orthometric height was determined by differential leveling and
 KO0082.adjusted by the NATIONAL GEODETIC SURVEY
 KO0082.in June 1991.
 KO0082
 KO0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0082.GEOID18 height accuracy estimate available here.
 KO0082
 KO0082.Click photographs - Photos may exist for this station.
 KO0082
 KO0082.The dynamic height is computed by dividing the NAVD 88
 KO0082.geopotential number by the normal gravity value computed on the
 KO0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0082.degrees latitude (g = 980.6199 gals.).
 KO0082
 KO0082.The modeled gravity was interpolated from observed gravity values.
 KO0082
 KO0082;                    North         East    Units  Estimated Accuracy
 KO0082;SPC UT C     - 2,125,360.      418,870.      MT  (+/- 180 meters Scaled)
 KO0082
 KO0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ758686(NAD 83)
 KO0082
 KO0082                          SUPERSEDED SURVEY CONTROL
 KO0082
 KO0082  NGVD 29 (??/??/92) 1457.029  (m)         4780.27   (f) ADJ UNCH    2 0
 KO0082
 KO0082.Superseded values are not recommended for survey control.
 KO0082
 KO0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0082.See file dsdata.pdf to determine how the superseded data were derived.
 KO0082
 KO0082_MARKER: Q = CHISELED SQUARE
 KO0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KO0082_SP_SET: FOUNDATION
 KO0082_STAMPING: BM CLINE
 KO0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KO0082
 KO0082  HISTORY     - Date     Condition        Report By
 KO0082  HISTORY     - UNK      MONUMENTED       CGS
 KO0082  HISTORY     - 1951     GOOD             USGS
 KO0082  HISTORY     - 1970     MARK NOT FOUND   NGS
 KO0082
 KO0082                          STATION DESCRIPTION
 KO0082
 KO0082'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 KO0082'5.7 MI SW FROM LYNNDYL.
 KO0082'ABOUT 5.7 MILES SOUTHWEST ALONG THE UNION PACIFIC R.R. FROM THE
 KO0082'STATION AT LYNNDYL, MILLARD COUNTY, AND 7 1/2 POLES NORTH OF MILEPOST
 KO0082'660, ABOUT 11 1/2 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND ON
 KO0082'THE TOP OF NORTH EDGE OF A CIRCULAR CONCRETE PUMP FOUNDATION.  A
 KO0082'CHISELED SQUARE 1
 KO0082
 KO0082                          STATION RECOVERY (1970)
 KO0082
 KO0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KO0082'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0403 ***********************************************************************
 LP0403  DESIGNATION -  CLIPPER
 LP0403  PID         -  LP0403
 LP0403  STATE/COUNTY-  UT/TOOELE
 LP0403  COUNTRY     -  US
 LP0403  USGS QUAD   -  BINGHAM CANYON (2017)
 LP0403
 LP0403                         *CURRENT SURVEY CONTROL
 LP0403  ______________________________________________________________________
 LP0403* NAD 83(1994) POSITION- 40 30 49.13779(N) 112 11 15.44902(W)   ADJUSTED
 LP0403* NAVD 88 ORTHO HEIGHT -  2806.4   (meters)     9207.    (feet) VERTCON3
 LP0403  ______________________________________________________________________
 LP0403  GEOID HEIGHT    -        -16.896 (meters)                     GEOID18
 LP0403  LAPLACE CORR    -          7.28  (seconds)                    DEFLEC18
 LP0403  HORZ ORDER      -  FIRST
 LP0403
 LP0403.The horizontal coordinates were established by classical geodetic methods
 LP0403.and adjusted by the National Geodetic Survey in November 1997.
 LP0403
 LP0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0403
 LP0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0403.GEOID18 height accuracy estimate available here.
 LP0403
 LP0403.Click photographs - Photos may exist for this station.
 LP0403
 LP0403.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0403
 LP0403. The following values were computed from the NAD 83(1994) position.
 LP0403
 LP0403;                    North         East     Units Scale Factor Converg.
 LP0403;SPC UT C     - 2,242,286.716   441,725.790   MT  0.99996893   -0 26 25.7
 LP0403;SPC UT C     - 7,356,569.00  1,449,228.70   sFT  0.99996893   -0 26 25.7
 LP0403;UTM  12      - 4,485,447.266   399,387.236   MT  0.99972460   -0 46 17.7
 LP0403
 LP0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0403!SPC UT C     -   0.99956261  x   0.99996893  =   0.99953156
 LP0403!UTM  12      -   0.99956261  x   0.99972460  =   0.99928733
 LP0403
 LP0403:                Primary Azimuth Mark                     Grid Az
 LP0403:SPC UT C     -  9065                                     146 57 14.0
 LP0403:UTM  12      -  9065                                     147 17 06.0
 LP0403
 LP0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK9938785447(NAD 83)
 LP0403
 LP0403|---------------------------------------------------------------------|
 LP0403| PID    Reference Object                     Distance      Geod. Az  |
 LP0403|                                                           dddmmss.s |
 LP0403| LP0357 BACCHUS AF PLANT 81 TANK            APPROX.21.1 KM 0350643.8 |
 LP0403| CM5350 CLIPPER RM 2                          9.309 METERS 14022     |
 LP0403| LP0408 9065                                APPROX. 1.8 KM 1463048.3 |
 LP0403| CM5349 CLIPPER RM 1                          8.486 METERS 23113     |
 LP0403|---------------------------------------------------------------------|
 LP0403
 LP0403                          SUPERSEDED SURVEY CONTROL
 LP0403
 LP0403  NAD 83(1993)-  40 30 49.13645(N)    112 11 15.44658(W) AD(       ) 1
 LP0403  NAD 83(1986)-  40 30 49.12781(N)    112 11 15.44290(W) AD(       ) 1
 LP0403  NAD 27      -  40 30 49.31685(N)    112 11 12.65036(W) AD(       ) 1
 LP0403  NGVD 29 (07/19/86) 2805.1    (m)         9203.     (f) VERT ANG       
 LP0403
 LP0403.Superseded values are not recommended for survey control.
 LP0403
 LP0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0403.See file dsdata.pdf to determine how the superseded data were derived.
 LP0403
 LP0403_MARKER: DD = SURVEY DISK
 LP0403_SETTING: 66 = SET IN ROCK OUTCROP
 LP0403
 LP0403  HISTORY     - Date     Condition        Report By
 LP0403  HISTORY     - 1963     MONUMENTED       USGS
 LP0403  HISTORY     - 1972     MARK NOT FOUND   NGS
 LP0403  HISTORY     - 1974     GOOD             USGS
 LP0403
 LP0403                          STATION DESCRIPTION
 LP0403
 LP0403'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (JCC)
 LP0403'STATION IS ABOUT 13-3/4 MILES SOUTHWEST OF KEARNS, 13-1/2 MILES
 LP0403'SOUTH-SOUTHWEST OF MAGNA AND 11 MILES EAST OF TOOELE, ON THE
 LP0403'HIGHEST POINT OF CLIPPER MOUNTAIN.
 LP0403'
 LP0403'TO REACH THE STATION FROM THE POST OFFICE IN TOOELE, GO SOUTH
 LP0403'ON STATE HIGHWAY 36 FOR 0.1 MILE TO A CROSS STREET AND RAILROAD
 LP0403'TRACKS.  TURN LEFT AND GO EAST FOR 0.35 MILE TO WHERE THE
 LP0403'RAILROAD TRACKS TURN LEFT AND THE ROAD CONTINUES STRAIGHT
 LP0403'AHEAD.  CONTINUE AHEAD, UP THE MIDDLE CANYON FOR 10.8 MILES
 LP0403'TO THE TOP OF THE MOUNTAIN, A PARKING LOT AND THE END OF
 LP0403'TRUCK TRAVEL.  (B M 9065 IS REACHED FROM THIS POINT BY
 LP0403'PACKING EASTERLY, UP HILL FOR ABOUT 200 YARDS TO THE HIGHEST
 LP0403'POINT IN THE IMMEDIATE VICINITY AND THE MARK.) PACK,
 LP0403'NORTHWESTERLY, DOWN HILL TO A SMALL SADDLE, THEN CONTINUE
 LP0403'NORTHWESTERLY UP STEEP HILL TO THE HIGHEST POINT AND THE
 LP0403'STATION.  IT IS ABOUT A 1-1/2 HOUR PACK.
 LP0403'
 LP0403'STATION MARK IS A USGS BRONZE DISK, STAMPED CLIPPER 1950,
 LP0403'CEMENTED IN A DRILL HOLE IN BEDROCK 1 FOOT BELOW THE GROUND
 LP0403'SURFACE.
 LP0403'
 LP0403'REFERENCE MARK 1 IS A USGS BRONZE DISK, STAMPED NO 1, CEMENTED
 LP0403'IN A DRILL HOLE IN A 1 X 1 FOOT ROCK OUTCROP PROJECTING 2 INCHES.
 LP0403'IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 LP0403'
 LP0403'REFERENCE MARK 2 IS A USGS BRONZE DISK, STAMPED NO 2, CEMENTED
 LP0403'IN A DRILL HOLE IN A 1 X 1 FOOT ROCK OUTCROP FLUSH WITH THE
 LP0403'GROUND SURFACE.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 LP0403'
 LP0403'B M 9065 IS A USGS BRONZE DISK, STAMPED 9065 FT DATUM, CEMENTED
 LP0403'IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF A COUNTY LINE
 LP0403'MARKER AND PROJECTS 6 INCHES.  IT IS 1 FOOT SOUTHWEST OF A 1
 LP0403'INCH IRON PIPE THAT PROJECTS 12 INCHES AND 2 FEET SOUTH OF A
 LP0403'WITNESS POST.
 LP0403
 LP0403                          STATION RECOVERY (1972)
 LP0403
 LP0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LP0403'THE STATION WHICH WAS COVERED WITH HEAVY SNOW PACK WAS NOT
 LP0403'VISITED.  THE PERMANENT STEEL TARGET WAS INTERSECTED FROM
 LP0403'STATION SILVER.
 LP0403'
 LP0403'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES EAST
 LP0403'OF TOOELE
 LP0403
 LP0403                          STATION RECOVERY (1974)
 LP0403
 LP0403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JRS)
 LP0403'THE STATION DISK WAS RECOVERED IN GOOD CONDITION, BOTH REFERENCE
 LP0403'DISK HAD BEEN DESTROYED AND THERE WAS NO SUFFICIENT PLACE TO SET
 LP0403'NEW ONES.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 LP0403'
 LP0403'STATION IS LOCATED ABOUT 14.5 MILES SOUTHWEST OF KEARNS, 14.0 MILES
 LP0403'SOUTH-SOUTHWEST OF MAGNA, 8.0 MILES WEST OF HERRIMAN AND NEAR SALT
 LP0403'LAKE, TOOELE COUNTY LINES.  IT IS IN THE SW 1/4 SECTION 33 T 3
 LP0403'S, R 3 W, AND PROPERTY IS OWNED BY ANACONDA COPPER COMPANY OF
 LP0403'TUCSON, ARIZONA.  IT IS ON THE HIGHEST POINT OF CLIPPER MOUNTAIN.
 LP0403'
 LP0403'TO REACH THE STATION FROM STATE HIGHWAYS 48 AND 111, GO
 LP0403'SOUTHERLY ON STATE HIGHWAY 111 FOR 5.3 MILES TO A T-ROAD.  TURN
 LP0403'RIGHT AND GO WESTERLY ON THE GRAVEL ROAD FOR 4.5 MILES TO A
 LP0403'FORK.  (THIS GRAVEL ROAD IS BUTTERFIELD CANYON ROAD) KEEP RIGHT
 LP0403'AND CONTINUE WESTERLY ON THE WINDING ROAD FOR 0.4 MILE TO A
 LP0403'FORK.  KEEP LEFT AND GO SOUTHWESTERLY FOR 2.5 MILES TO A
 LP0403'CROSSROAD.  TURN RIGHT GOING UP HILL FOR 2.2 MILES TO A PARKING
 LP0403'AREA ON THE LEFT IN FRONT OF A HIGHER HILL TO THE WEST, THIS
 LP0403'WAS THE END OF TRUCK TRAVEL.  FROM HERE PACK DOWNHILL
 LP0403'NORTHERLY, THEN NORTHWESTERLY ALONG A TRAIL TO A SADDLE.
 LP0403'CONTINUE ON THE TRAIL UPHILL TO THE WEST SIDE OF A SADDLE.
 LP0403'FROM HERE PACK EASTERLY UPHILL TO THE HIGHEST POINT AND
 LP0403'STATION UNDER THE MIDDLE OF A FOUR-LEGGED TARGET, THIS IS
 LP0403'ABOUT A 1.5 HOUR PACK.  TO REACH THE BM 9065 (USGS) CONTINUE
 LP0403'UPHILL ON THE GRAVEL ROAD FOR 0.45 MILE TO THE MARK ON RIGHT,
 LP0403'ABOUT 200 FEET SOUTHEAST OF THE PARKING AREA AND HIGHER IN
 LP0403'ELEVATION.  NOTE, THE STATION MIGHT BE PACKED TO FROM THIS
 LP0403'AREA, BUT DUE TO SNOW WHEN WE WERE THERE IT WAS PACKED TO
 LP0403'FROM BELOW.
 LP0403'
 LP0403'STATION DISK IS A U.S. GEOLOGICAL SURVEY STATION DISK STAMPED
 LP0403'CLIPPER 1950 CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS 8 INCHES
 LP0403'BELOW GROUND SURFACE.  IT IS IN THE CENTER OF A FOUR-LEGGED TARGET
 LP0403'AND 8.1 FEET FROM EACH LEG.
 LP0403'
 LP0403'BM 9065 (USGS) IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 LP0403'STAMPED 9065 FT DATUM CEMENTED IN A DRILL HOLE IN 20X20 -INCH
 LP0403'BOULDER.  IT IS 200 FEET SOUTHEAST OF THE PARKING AREA, 15 INCHES
 LP0403'WEST OF A 1.5 INCH METAL PIPE AND HIGHER IN ELEVATION THAN PARKING
 LP0403'AREA.  (THIS WILL SERVE AS AN AZIMUTH MARK)
 LP0403'
 LP0403'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LP0403'8.0 MILES WEST OF HERRIMAN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0503 ***********************************************************************
 LP0503  DESIGNATION -  CLIVE RM 3
 LP0503  PID         -  LP0503
 LP0503  STATE/COUNTY-  UT/TOOELE
 LP0503  COUNTRY     -  US
 LP0503  USGS QUAD   -  ARAGONITE (2017)
 LP0503
 LP0503                         *CURRENT SURVEY CONTROL
 LP0503  ______________________________________________________________________
 LP0503* NAD 83(1994) POSITION- 40 40 53.00327(N) 113 07 28.59859(W)   ADJUSTED
 LP0503* NAVD 88 ORTHO HEIGHT -  1303.1   (meters)     4275.    (feet) VERTCON3
 LP0503  ______________________________________________________________________
 LP0503  GEOID HEIGHT    -        -17.869 (meters)                     GEOID18
 LP0503  LAPLACE CORR    -          1.53  (seconds)                    DEFLEC18
 LP0503  HORZ ORDER      -  FIRST
 LP0503
 LP0503.The horizontal coordinates were established by classical geodetic methods
 LP0503.and adjusted by the National Geodetic Survey in November 1997.
 LP0503
 LP0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0503
 LP0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0503.GEOID18 height accuracy estimate available here.
 LP0503
 LP0503.Click photographs - Photos may exist for this station.
 LP0503
 LP0503.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0503
 LP0503. The following values were computed from the NAD 83(1994) position.
 LP0503
 LP0503;                    North         East     Units Scale Factor Converg.
 LP0503;SPC UT C     - 2,261,936.700   362,663.454   MT  1.00000796   -1 02 26.5
 LP0503;SPC UT C     - 7,421,037.32  1,189,838.35   sFT  1.00000796   -1 02 26.5
 LP0503;UTM  12      - 4,505,559.796   320,453.065   MT  0.99999681   -1 23 07.1
 LP0503
 LP0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0503!SPC UT C     -   0.99979843  x   1.00000796  =   0.99980639
 LP0503!UTM  12      -   0.99979843  x   0.99999681  =   0.99979524
 LP0503
 LP0503:                Primary Azimuth Mark                     Grid Az
 LP0503:SPC UT C     -  CLIVE AZ MK 3                            352 09 30.6
 LP0503:UTM  12      -  CLIVE AZ MK 3                            352 30 11.2
 LP0503
 LP0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL2045305559(NAD 83)
 LP0503
 LP0503|---------------------------------------------------------------------|
 LP0503| PID    Reference Object                     Distance      Geod. Az  |
 LP0503|                                                           dddmmss.s |
 LP0503| CM5355 CLIVE RM 2                           37.547 METERS 15749     |
 LP0503| LP0504 CLIVE=T2 1S R11W SECS 5 6 31 32      34.329 METERS 17915     |
 LP0503| CM5354 CLIVE RM 1                           20.854 METERS 17918     |
 LP0503| CM5352 CLIVE AZ MK 2                                      3504256.9 |
 LP0503| CM5353 CLIVE AZ MK 3                                      3510704.1 |
 LP0503|---------------------------------------------------------------------|
 LP0503
 LP0503                          SUPERSEDED SURVEY CONTROL
 LP0503
 LP0503  NAD 83(1986)-  40 40 52.99378(N)    113 07 28.58902(W) AD(       ) 1
 LP0503  NAD 27      -  40 40 53.22954(N)    113 07 25.65375(W) AD(       ) 1
 LP0503  NGVD 29 (07/19/86) 1302.1    (m)         4272.     (f) VERT ANG       
 LP0503
 LP0503.Superseded values are not recommended for survey control.
 LP0503
 LP0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0503.See file dsdata.pdf to determine how the superseded data were derived.
 LP0503
 LP0503_MARKER: DR = REFERENCE MARK DISK
 LP0503_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0503_STAMPING: CLIVE NO 3 1965
 LP0503_MARK LOGO: CGS
 LP0503_MAGNETIC: P = MARKER IS A STEEL PIPE
 LP0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0503
 LP0503  HISTORY     - Date     Condition        Report By
 LP0503  HISTORY     - 1965     MONUMENTED       CGS
 LP0503  HISTORY     - 1970     GOOD             NGS
 LP0503
 LP0503                          STATION DESCRIPTION
 LP0503
 LP0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0503'STATION IS LOCATED ABOUT 38 MILES NORTHWEST OF DUGWAY, ABOUT
 LP0503'36 MILES WEST-NORTHWEST OF GRANTSVILLE, ABOUT 9 MILES SOUTHEAST
 LP0503'OF KNOLLS, ABOUT 3-1/2 MILES SOUTH OF U.S. HIGHWAY 40 AND
 LP0503'ON THE WEST SIDE OF A BLADED ROAD.
 LP0503'
 LP0503'TO REACH FROM KNOLLS, GO EASTERLY ON U.S. HIGHWAY 40 FOR
 LP0503'8.0 MILES TO HIGHWAY MILE POST NUMBER 48 AND THE AZIMUTH
 LP0503'MARK ON RIGHT AS DESCRIBED, CONTINUE EASTERLY ON U.S. HIGHWAY
 LP0503'40 0.95 MILE TO A SIDE ROAD RIGHT, JUST BEFORE REACHING
 LP0503'MILE POST 49, TURN RIGHT AND GO SOUTHERLY 0.2 MILE TO FORK,
 LP0503'KEEP RIGHT AND CONTINUE SOUTHERLY 1.35 MILE TO RAILROAD
 LP0503'TRACKS, CROSS TRACKS AND CONTINUE SOUTHERLY 1.95 MILE TO
 LP0503'STATION ON RIGHT AS DESCRIBED.
 LP0503'
 LP0503'STATION MARK, A BRONZE DISK STAMPED CLIVE NO 3 1965, IS
 LP0503'BRAZED TO THE TOP OF A 2 INCH CAST IRON SOIL PIPE WHICH
 LP0503'PROJECTS ABOUT 6 INCHES.  THE MARK IS 126 FEET NORTH OF
 LP0503'CENTER OF TRACK ROAD, 113 FEET NORTH OF WITNESS POST AND
 LP0503'95 FEET WEST OF CENTER OF BLADED ROAD.
 LP0503'
 LP0503'REFERENCE MARK 1, A STANDARD DISK STAMPED CLIVE NO 1 1940,
 LP0503'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LP0503'ABOUT 5 INCHES.  THE MARK IS 96 FEET WEST OF ROAD AND 45.4
 LP0503'FEET NORTH OF THE WITNESS POST.
 LP0503'
 LP0503'REFERENCE MARK 2, A STANDARD DISK STAMPED CLIVE NO 2 1940,
 LP0503'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LP0503'ABOUT 2 INCHES.  THE MARK IS 51 FEET WEST OF CENTER OF BLADED
 LP0503'ROAD, 39.4 FEET EAST OF WITNESS POST AND 10 FEET NORTH OF
 LP0503'TRACK ROAD.
 LP0503'
 LP0503'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED CLIVE 1965,
 LP0503'IS CEMENTED IN A DRILL HOLE IN TOP OF A 2-1/2 BY 4 FEET
 LP0503'CONCRETE FOUNDATION BASE WHICH PROJECTS ABOUT 1 FOOT.  THE MARK
 LP0503'IS 131 FEET SOUTH OF CENTER OF U.S. HIGHWAY 40, 117 FEET
 LP0503'SOUTHWEST OF HIGHWAY MILE POST NUMBER 48 AND 22 FEET SOUTH
 LP0503'OF CENTER OF A ROAD.
 LP0503'
 LP0503'STATION CLIVE (GLO) 1940, A STANDARD GENERAL LAND OFFICE
 LP0503'DISK STAMPED CLIVE 1940, T 1S, R 11 W, S 31, S 32, T 2 S,
 LP0503'S6, S5.  THE DISK IS FASTENED TO THE TOP OF A 3 INCH IRON
 LP0503'PIPE WHICH PROJECTS ABOUT 1 FOOT AND IS REINFORCED WITH A
 LP0503'CONCRETE POST.  THE MARK IS 96 FEET WEST OF BLADED ROAD,
 LP0503'13 FEET NORTH OF TRACK ROAD AND 5.8 FEET WEST OF WITNESS
 LP0503'POST.
 LP0503'
 LP0503'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LP0503
 LP0503                          STATION RECOVERY (1970)
 LP0503
 LP0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LP0503'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN VERY
 LP0503'GOOD CONDITION AT THIS TIME.  THE AZIMUTH MARK WHICH WAS SET
 LP0503'IN 1965 WAS IN THE WAY OF INTERSTATE HIGHWAY 80 CONSTRUCTION.
 LP0503'AZIMUTH MARK NO 3 WAS ESTABLISHED AT THIS TIME.  THE OLD
 LP0503'AZIMUTH WAS DESTROYED.
 LP0503'
 LP0503'THE STATION IS LOCATED IN A FLAT BRUSH COVERED AREA, 9 MILES
 LP0503'AIRLINE SOUTHEAST OF KNOLLS, 3-1/2 MILES SOUTH OF INTERSTATE
 LP0503'80 AND 1.9 MILES SOUTH OF THE WESTERN PACIFIC RAILROAD.
 LP0503'
 LP0503'TO REACH THE STATION FROM KNOLLS GO EAST ALONG INTERSTATE
 LP0503'80 FOR 8 MILES TO THE TOP OF A RIDGE.  TURN RIGHT AND GO SOUTH
 LP0503'ALONG A TRACK ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 LP0503'LEFT, CONTINUE SOUTH FOR ABOUT 1.2 MILES TO A CROSSROAD AT
 LP0503'THE RAILROAD TRACKS.  TURN LEFT FOR 0.4 MILE TO A CROSSROAD.
 LP0503'TURN RIGHT AND GO SOUTH CROSSING THE RAILROAD FOR 1.95 MILES TO
 LP0503'THE STATION ON THE RIGHT.
 LP0503'
 LP0503'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED,
 LP0503'CLIVE NO 3 1965.  IT IS BRAZED TO THE TOP OF A LENGTH OF
 LP0503'2-INCH SOIL PIPE WHICH PROJECTS 6 INCHES.  IT IS 126 FEET
 LP0503'WEST OF CENTER OF TRACK ROAD AND 113 FEET NORTH OF THE WITNESS
 LP0503'POST.
 LP0503'
 LP0503'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, CLIVE NO 1 1940.
 LP0503'IT IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 LP0503'WHICH PROJECTS 6 INCHES.  IT IS 96 FEET WEST OF THE CENTER
 LP0503'OF THE ROAD AND 45 FEET NORTH OF THE WITNESS POST.
 LP0503'
 LP0503'REFERENCE MARK 2, IS A STANDARD DISK STAMPED, CLIVE NO 2
 LP0503'1940.  IT IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LP0503'MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 51 FEET WEST OF
 LP0503'THE CENTER OF THE ROAD AND 39 FEET EAST OF THE WITNESS POST.
 LP0503'
 LP0503'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, CLIVE 1940
 LP0503'NO 3 1970.  IT IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LP0503'MONUMENT FLUSH WITH THE GROUND.  IT IS ABOUT 30 FEET EAST
 LP0503'OF THE TRACK ROAD AND 2-1/2 FEET SOUTH OF TELEPHONE POLE
 LP0503'NUMBER 61 WHICH HAS A WITNESS SIGN ON THE NORTH SIDE.
 LP0503'
 LP0503'CLIVE (GLO) 1940, IS A GENERAL LAND OFFICE DISK WHICH IS
 LP0503'STAMPED, CLIVE 1940, T 1S R 11 W S 31 S 32 T 2 S S6 S5.  IT
 LP0503'IS SET IN THE TOP OF AN IRON PIPE WHICH IS REINFORCED WITH
 LP0503'CONCRETE.  IT IS 96 FEET WEST OF THE TRACK ROAD AND 6 FEET
 LP0503'WEST OF THE WITNESS POST.
 LP0503'
 LP0503'1965 DISTANCES USED.
 LP0503'
 LP0503'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 LP0503'SOUTHEAST OF KNOLLS
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0504 ***********************************************************************
 LP0504  DESIGNATION -  CLIVE=T2 1S R11W SECS 5 6 31 32
 LP0504  PID         -  LP0504
 LP0504  STATE/COUNTY-  UT/TOOELE
 LP0504  COUNTRY     -  US
 LP0504  USGS QUAD   -  ARAGONITE (2017)
 LP0504
 LP0504                         *CURRENT SURVEY CONTROL
 LP0504  ______________________________________________________________________
 LP0504* NAD 83(1994) POSITION- 40 40 51.89047(N) 113 07 28.57964(W)   ADJUSTED
 LP0504* NAVD 88 ORTHO HEIGHT -  1302.42  (+/-2cm)     4273.0   (feet) VERTCON3
 LP0504  ______________________________________________________________________
 LP0504  GEOID HEIGHT    -        -17.869 (meters)                     GEOID18
 LP0504  LAPLACE CORR    -          1.54  (seconds)                    DEFLEC18
 LP0504  HORZ ORDER      -  FIRST
 LP0504  VERT ORDER      -  THIRD ? (See Below)
 LP0504
 LP0504.The horizontal coordinates were established by classical geodetic methods
 LP0504.and adjusted by the National Geodetic Survey in November 1997.
 LP0504
 LP0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0504
 LP0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0504.GEOID18 height accuracy estimate available here.
 LP0504
 LP0504.The vertical order pertains to the NGVD 29 superseded value.
 LP0504
 LP0504.Click photographs - Photos may exist for this station.
 LP0504
 LP0504.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0504
 LP0504. The following values were computed from the NAD 83(1994) position.
 LP0504
 LP0504;                    North         East     Units Scale Factor Converg.
 LP0504;SPC UT C     - 2,261,902.371   362,663.275   MT  1.00000788   -1 02 26.5
 LP0504;SPC UT C     - 7,420,924.70  1,189,837.76   sFT  1.00000788   -1 02 26.5
 LP0504;UTM  12      - 4,505,525.469   320,452.680   MT  0.99999681   -1 23 07.0
 LP0504
 LP0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0504!SPC UT C     -   0.99979854  x   1.00000788  =   0.99980642
 LP0504!UTM  12      -   0.99979854  x   0.99999681  =   0.99979535
 LP0504
 LP0504:                Primary Azimuth Mark                     Grid Az
 LP0504:SPC UT C     -  HASTINGS                                 067 54 54.8
 LP0504:UTM  12      -  HASTINGS                                 068 15 35.3
 LP0504
 LP0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL2045205525(NAD 83)
 LP0504
 LP0504|---------------------------------------------------------------------|
 LP0504| PID    Reference Object                     Distance      Geod. Az  |
 LP0504|                                                           dddmmss.s |
 LP0504| LP0497 HASTINGS                            APPROX.21.0 KM 0665228.3 |
 LP0504| CM5355 CLIVE RM 2                           13.739 METERS 09148     |
 LP0504| CM5351 CLIVE AZ MK                                        3485027.9 |
 LP0504| CM5352 CLIVE AZ MK 2                                      3504627.7 |
 LP0504| CM5354 CLIVE RM 1                           13.480 METERS 35912     |
 LP0504| LP0503 CLIVE RM 3                           34.329 METERS 35915     |
 LP0504|---------------------------------------------------------------------|
 LP0504
 LP0504                          SUPERSEDED SURVEY CONTROL
 LP0504
 LP0504  NAD 83(1986)-  40 40 51.88093(N)    113 07 28.57007(W) AD(       ) 1
 LP0504  NAD 27      -  40 40 52.11659(N)    113 07 25.63598(W) AD(       ) 1
 LP0504  NGVD 29            1301.43   (m)         4269.8    (f) LEVELING    3  
 LP0504
 LP0504.Superseded values are not recommended for survey control.
 LP0504
 LP0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0504.See file dsdata.pdf to determine how the superseded data were derived.
 LP0504
 LP0504_MARKER: DD = SURVEY DISK
 LP0504_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0504_STAMPING: CLIVE 1940 T1S R11W S31, S32, T2S S6, S5
 LP0504_MARK LOGO: USGLO
 LP0504_MAGNETIC: P = MARKER IS A STEEL PIPE
 LP0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0504+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2003
 LP0504
 LP0504  HISTORY     - Date     Condition        Report By
 LP0504  HISTORY     - 1940     MONUMENTED       USGLO
 LP0504  HISTORY     - 1965     GOOD             CGS
 LP0504  HISTORY     - 1970     GOOD             NGS
 LP0504  HISTORY     - 20031210 GOOD             INDIV
 LP0504
 LP0504                          STATION DESCRIPTION
 LP0504
 LP0504'DESCRIBED BY US GENERAL LAND OFFICE 1940 (JCS)
 LP0504'STATION IS ABOUT 3 MILES, AIRLINE, SW OF THE RAILROAD BUILDINGS
 LP0504'AT CLIVE, 3.5 MILES BY ROAD, SSE OF CLIVE SERVICE STATION ON
 LP0504'U.S. HIGHWAY 40, AND 9 MILES ESE OF KNOLLS.
 LP0504'
 LP0504'STATION MARK IS A STANDARD GENERAL LAND OFFICE DISK, FASTENED
 LP0504'TO THE TOP OF A 3-INCH IRON PIPE, PROJECTING ABOUT 12 INCHES
 LP0504'ABOVE THE GROUND.  THE MARK AND PIPE HAS BEEN REINFORCED BY
 LP0504'AN 8- BY 8-INCH CONCRETE POST.  THE MARK IS STAMPED T 1S, R 11 W,
 LP0504'S 31, S 32, T 2 S, S 6, S 5.
 LP0504'
 LP0504'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK ABOUT 44 FEET
 LP0504'N OF THE STATION SET IN AN 8- BY 8-INCH CONCRETE POST,
 LP0504'PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE.
 LP0504'
 LP0504'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK ABOUT 45 FEET
 LP0504'E OF THE STATION SET IN 8- BY 8-INCH CONCRETE POST, PROJECTING
 LP0504'ABOUT 3 INCHES ABOVE THE SURFACE.  A 4- BY 4-INCH SQUARE
 LP0504'WHITE POST IS SET ABOUT 5 FEET S OF IT.
 LP0504'
 LP0504'ALL REFERENCE MARKS ARE STAMPED CLIVE 1940 ON THIS DATE..
 LP0504'
 LP0504'AZIMUTH MARK IS ABOUT 3-1/2 MILES NNW OF THE STATION AND 0.2
 LP0504'MILE NNW OF CLIVE SERVICE STATION, 100 FEET W OF THE CENTER
 LP0504'OF ROAD THAT LEADS N FROM THE SERVICE STATION.  IT IS SET IN
 LP0504'A BURIED BOULDER ABOUT FLUSH WITH THE GROUND AND HAS A SMALL
 LP0504'CAIRN ERECTED 2 FEET N OF IT.
 LP0504'
 LP0504'TO REACH STATION FROM CLIVE SERVICE STATION, 7.5 MILES E OF
 LP0504'KNOLLS ON HIGHWAY 40, TAKE ROAD LEADING SE 0.3 MILE.  TAKE RIGHT
 LP0504'FORK 0.75 MILE.  THENCE RIGHT FORK 0.35 MILE.  TURN RIGHT.
 LP0504'FOLLOW ROAD ALONG RAILROAD 0.15 MILE.  TURN LEFT.  CROSS
 LP0504'RAILROAD JUST E OF MILEPOST 854 AND CONTINUE ON MAIN-TRAVELED
 LP0504'ROAD S 1.9 MILES TO STATION 100.5 FEET E OF THE CENTER OF ROAD.
 LP0504
 LP0504                          STATION RECOVERY (1965)
 LP0504
 LP0504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0504'STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED AS DESCRIBED
 LP0504'AND FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 LP0504'BOTH REFERENCE MARKS CHECKED.  THE AZIMUTH MARK WAS FOUND
 LP0504'DESTROYED.  A TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK
 LP0504'3.  DUE TO ROAD CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS--
 LP0504'
 LP0504'STATION IS LOCATED ABOUT 38 MILES NORTHWEST OF DUGWAY, 36
 LP0504'MILES WEST-NORTHWEST OF GRANTSVILLE, ABOUT 9 MILES SOUTHEAST
 LP0504'OF KNOLLS, ABOUT 3-1/2 MILES SOUTH OF U.S. HIGHWAY 40 AND ON
 LP0504'THE WEST SIDE OF A BLADED ROAD.
 LP0504'
 LP0504'TO REACH FROM KNOLLS, GO EASTERLY ON U.S. HIGHWAY 40 FOR 9.0
 LP0504'MILES TO A SIDE ROAD RIGHT, JUST WEST OF HIGHWAY MILE POST
 LP0504'NUMBER 49, TURN RIGHT AND GO 0.2 MILE SOUTH TO FORK, KEEP
 LP0504'RIGHT AND CONTINUE SOUTHERLY 1.35 MILE TO RAILROAD TRACKS, CROSS
 LP0504'TRACKS AND CONTINUE SOUTHERLY FOLLOWING MAIN ROAD FOR 1.95
 LP0504'MILES TO STATION ON RIGHT AS DESCRIBED.
 LP0504'
 LP0504'STATION MARK, A STANDARD GENERAL LAND OFFICE DISK
 LP0504'STAMPED---CLIVE 1940, T 1S, R 11 W, S 31, S 32, T 2 S, S6, S5---.
 LP0504'THE DISK IS FASTENED TO THE TOP OF A 3 INCH IRON PIPE WHICH
 LP0504'PROJECTS ABOUT 1 FOOT AND IS REINFORCED WITH A CONCRETE POST.
 LP0504'THE MARK IS 96 FEET WEST OF BLADED ROAD, 13 FEET NORTH OF
 LP0504'TRACK ROAD AND 5.8 FEET WEST OF WITNESS POST.
 LP0504'
 LP0504'REFERENCE MARK 1, A STANDARD DISK STAMPED---CLIVE NO 1 1940---,
 LP0504'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 LP0504'5 INCHES.  THE MARK IS 96 FEET WEST OF ROAD AND 45.4 FEET
 LP0504'NORTH OF WITNESS POST.
 LP0504'
 LP0504'REFERENCE MARK 2, A STANDARD DISK STAMPED---CLIVE NO 2 1940---,
 LP0504'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 LP0504'2 INCHES.  THE MARK IS 51 FEET WEST OF BLADED ROAD, 39.4
 LP0504'FEET EAST OF WITNESS POST AND 10 FEET NORTH OF TRACK ROAD.
 LP0504'
 LP0504'REFERENCE MARK 3, A DISK STAMPED---CLIVE NO 3 1965---, IS BRAZED
 LP0504'TO THE TOP OF A 2 INCH SOIL PIPE WHICH PROJECTS ABOUT 6
 LP0504'INCHES.  THE MARK IS 126 FEET NORTH OF CENTER OF TRACK ROAD,
 LP0504'113 FEET NORTH OF WITNESS POST AND 95 FEET WEST OF CENTER OF
 LP0504'ROAD.
 LP0504'
 LP0504'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LP0504'
 LP0504'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 SOUTHEAST
 LP0504'OF KNOLLS
 LP0504
 LP0504                          STATION RECOVERY (1970)
 LP0504
 LP0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LP0504'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 LP0504'GOOD CONDITION.  THE 1965 RECOVERY NOTE IS ADEQUATE.
 LP0504'
 LP0504'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 LP0504'EAST-SOUTHEAST OF KNOLLS.
 LP0504
 LP0504                          STATION RECOVERY (2003)
 LP0504
 LP0504'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JRF)
 LP0504'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1037 ***********************************************************************
 LO1037  DESIGNATION -  CLOVER
 LO1037  PID         -  LO1037
 LO1037  STATE/COUNTY-  UT/DUCHESNE
 LO1037  COUNTRY     -  US
 LO1037  USGS QUAD   -  RASMUSSEN LAKES (2017)
 LO1037
 LO1037                         *CURRENT SURVEY CONTROL
 LO1037  ______________________________________________________________________
 LO1037* NAD 83(1994) POSITION- 40 43 00.22525(N) 110 05 30.90583(W)   ADJUSTED
 LO1037* NAVD 88 ORTHO HEIGHT -  3761.5   (meters)    12341.    (feet) VERTCON3
 LO1037  ______________________________________________________________________
 LO1037  GEOID HEIGHT    -        -12.391 (meters)                     GEOID18
 LO1037  LAPLACE CORR    -         -9.82  (seconds)                    DEFLEC18
 LO1037  HORZ ORDER      -  THIRD
 LO1037
 LO1037.The horizontal coordinates were established by classical geodetic methods
 LO1037.and adjusted by the National Geodetic Survey in November 1997.
 LO1037
 LO1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1037
 LO1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1037.GEOID18 height accuracy estimate available here.
 LO1037
 LO1037.Click photographs - Photos may exist for this station.
 LO1037
 LO1037.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1037
 LO1037. The following values were computed from the NAD 83(1994) position.
 LO1037
 LO1037;                    North         East     Units Scale Factor Converg.
 LO1037;SPC UT C     - 2,265,550.325   618,972.107   MT  1.00001729   +0 54 07.2
 LO1037;SPC UT C     - 7,432,893.02  2,030,744.32   sFT  1.00001729   +0 54 07.2
 LO1037;UTM  12      - 4,507,708.586   576,697.578   MT  0.99967240   +0 35 32.6
 LO1037
 LO1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1037!SPC UT C     -   0.99941225  x   1.00001729  =   0.99942953
 LO1037!UTM  12      -   0.99941225  x   0.99967240  =   0.99908484
 LO1037
 LO1037:                Primary Azimuth Mark                     Grid Az
 LO1037:SPC UT C     -  CLEVE                                    323 43 10.8
 LO1037:UTM  12      -  CLEVE                                    324 01 45.4
 LO1037
 LO1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL7669707708(NAD 83)
 LO1037
 LO1037|---------------------------------------------------------------------|
 LO1037| PID    Reference Object                     Distance      Geod. Az  |
 LO1037|                                                           dddmmss.s |
 LO1037| LO1034 CLEVE                               APPROX. 6.0 KM 3243718.0 |
 LO1037|---------------------------------------------------------------------|
 LO1037
 LO1037                          SUPERSEDED SURVEY CONTROL
 LO1037
 LO1037  NAD 83(1993)-  40 43 00.22524(N)    110 05 30.90625(W) AD(       ) 3
 LO1037  NAD 83(1986)-  40 43 00.20569(N)    110 05 30.89445(W) AD(       ) 3
 LO1037  NAD 27      -  40 43 00.38341(N)    110 05 28.32130(W) AD(       ) 3
 LO1037  NGVD 29 (07/19/86) 3759.7    (m)        12335.     (f) VERT ANG       
 LO1037
 LO1037.Superseded values are not recommended for survey control.
 LO1037
 LO1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1037.See file dsdata.pdf to determine how the superseded data were derived.
 LO1037
 LO1037_MARKER: DD = SURVEY DISK
 LO1037_SETTING: 0 = UNSPECIFIED SETTING
 LO1037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO1037
 LO1037  HISTORY     - Date     Condition        Report By
 LO1037  HISTORY     - 1961     MONUMENTED       USGS
 LO1037
 LO1037                          STATION DESCRIPTION
 LO1037
 LO1037'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 LO1037'LOCATED ABOUT 28.0 MI. AIR SW. OF MANILA, UTAH ABOUT 14.5 MI. W. OF
 LO1037'MARSH PEAK, ON THE TOP OF A HIGH BARREN MOUNTAIN THAT FORMS
 LO1037'A PROMINIENT E-W. RIDGE DIVIDING THE DRAINAGE INTO RASMUSSEN LAKES ON
 LO1037'THE N. FROM THE DRAINAGE INTO CLOVER CREEK ON THE S.
 LO1037'
 LO1037'REACHED BY HELICOPTER.
 LO1037'
 LO1037'STATION MARK - STANDARD TABLET STAMPED ---CLOVER 1961--- CEMENTED IN
 LO1037'THE TOP OF A FLAT ROCK IN THE CENTER OF WHAT WAS A 6 FT. HIGH CAIRN.
 LO1037'
 LO1037'NOTE - THE FLAT ROCK LIES ON THE GROUND SURFACE AND IS WEDGED INTO
 LO1037'POSITION BY THE SURROUNDING ROCKS.
 LO1037'
 LO1037'REFERENCE MARK NO.12- STANDARD TABLET STAMPED ---RM NO.12 1961---
 LO1037'CEMENTED IN A DRILL HOLE IN A FLAT ROCK.
 LO1037'
 LO1037'REFERENCE MARK NO.2 - STANDARD TABLET STAMPED ---RM NO.2 1961---
 LO1037'CEMENTED IN A DRILL HOLE IN A FLAT ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0429 ***********************************************************************
 JN0429  DESIGNATION -  CLYDE
 JN0429  PID         -  JN0429
 JN0429  STATE/COUNTY-  UT/WAYNE
 JN0429  COUNTRY     -  US
 JN0429  USGS QUAD   -  HORSETHIEF CANYON (2017)
 JN0429
 JN0429                         *CURRENT SURVEY CONTROL
 JN0429  ______________________________________________________________________
 JN0429* NAD 83(1994) POSITION- 38 23 27.41156(N) 110 06 52.56244(W)   ADJUSTED
 JN0429* NAVD 88 ORTHO HEIGHT -  1887.7   (meters)     6193.    (feet) VERTCON3
 JN0429  ______________________________________________________________________
 JN0429  GEOID HEIGHT    -        -20.165 (meters)                     GEOID18
 JN0429  LAPLACE CORR    -         -4.36  (seconds)                    DEFLEC18
 JN0429  HORZ ORDER      -  SECOND
 JN0429
 JN0429.The horizontal coordinates were established by classical geodetic methods
 JN0429.and adjusted by the National Geodetic Survey in November 1997.
 JN0429
 JN0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0429
 JN0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0429.GEOID18 height accuracy estimate available here.
 JN0429
 JN0429.Click photographs - Photos may exist for this station.
 JN0429
 JN0429.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0429
 JN0429. The following values were computed from the NAD 83(1994) position.
 JN0429
 JN0429;                    North         East     Units Scale Factor Converg.
 JN0429;SPC UT S     - 3,192,270.076   621,030.668   MT  1.00000731   +0 50 55.7
 JN0429;SPC UT S     -10,473,306.07  2,037,498.12   sFT  1.00000731   +0 50 55.7
 JN0429;UTM  12      - 4,249,563.959   577,321.914   MT  0.99967363   +0 32 59.6
 JN0429
 JN0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0429!SPC UT S     -   0.99970705  x   1.00000731  =   0.99971436
 JN0429!UTM  12      -   0.99970705  x   0.99967363  =   0.99938078
 JN0429
 JN0429:                Primary Azimuth Mark                     Grid Az
 JN0429:SPC UT S     -  CLYDE AZ MK                              046 34 10.5
 JN0429:UTM  12      -  CLYDE AZ MK                              046 52 06.6
 JN0429
 JN0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH7732149563(NAD 83)
 JN0429
 JN0429|---------------------------------------------------------------------|
 JN0429| PID    Reference Object                     Distance      Geod. Az  |
 JN0429|                                                           dddmmss.s |
 JN0429| CM6289 CLYDE AZ MK                                        0472506.2 |
 JN0429| CM6290 CLYDE RM 1                           15.690 METERS 09145     |
 JN0429| CM6291 CLYDE RM 2                           17.440 METERS 18301     |
 JN0429|---------------------------------------------------------------------|
 JN0429
 JN0429                          SUPERSEDED SURVEY CONTROL
 JN0429
 JN0429  NAD 83(1986)-  38 23 27.40190(N)    110 06 52.56084(W) AD(       ) 2
 JN0429  NAD 27      -  38 23 27.46169(N)    110 06 50.09504(W) AD(       ) 2
 JN0429  NGVD 29 (07/19/86) 1886.7    (m)         6190.     (f) VERT ANG       
 JN0429
 JN0429.Superseded values are not recommended for survey control.
 JN0429
 JN0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0429.See file dsdata.pdf to determine how the superseded data were derived.
 JN0429
 JN0429_MARKER: DD = SURVEY DISK
 JN0429_SETTING: 66 = SET IN ROCK OUTCROP
 JN0429
 JN0429  HISTORY     - Date     Condition        Report By
 JN0429  HISTORY     - 1963     MONUMENTED       USGS
 JN0429  HISTORY     - 1963     GOOD             USGS
 JN0429
 JN0429                          STATION DESCRIPTION
 JN0429
 JN0429'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (LGB)
 JN0429'THE STATION IS LOCATED ABOUT 35 MILES SOUTHWEST OF MOAB, 32
 JN0429'MILES EAST OF HANKSVILLE, 18-1/2 MILES NORTHWEST OF THE JUNCTION
 JN0429'OF THE COLORADO AND GREEN RIVERS, 3 MILES SOUTHWEST OF CLYDES
 JN0429'SPRING ON A SMALL CONE SHAPED KNOB ON THE NORTHEAST END OF
 JN0429'A LARGE PLATEAU.
 JN0429'
 JN0429'TO REACH THE STATION BY HELICOPTER FROM THE HANKSVILLE AIRPORT
 JN0429'FLY EAST ON A TRUE COURSE OF 95 DEGREES FOR ABOUT 31 MILES
 JN0429'TO THE KNOB AND THE STATION.  LANDING WAS MADE IN AN OPEN
 JN0429'SANDY SPOT ABOUT 150 YARDS NORTH OF THE KNOB.  TO REACH THE
 JN0429'AZIMUTH MARK FROM THE STATION PACK NORTHEAST FOR 0.25 MILE
 JN0429'ALONG THE RIM OF THE PLATEAU TO A POINT ABOVE A LARGE, RED
 JN0429'ROCK OUTCROP, THENCE PACK DOWN TO THE OUTCROP AND THE MARK.
 JN0429'
 JN0429'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 JN0429'CLYDE 1953, CEMENTED IN A DRILL HOLE IN BEDROCK ON THE HIGHEST
 JN0429'POINT OF THE KNOB.  IT IS 9.5 FEET SOUTH OF A 4 FOOT CAIRN.
 JN0429'
 JN0429'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CLYDE USGS NO
 JN0429'1 1963, CEMENTED IN A DRILL HOLE IN BEDROCK ON THE EAST SLOPE
 JN0429'OF THE KNOB ABOUT 25 FEET LOWER THAN THE STATION.
 JN0429'
 JN0429'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CLYDE USGS NO
 JN0429'2 1963, CEMENTED IN A DRILL HOLE IN BEDROCK ON THE SOUTH SLOPE
 JN0429'OF THE KNOB ABOUT 33 FEET LOWER THAN THE STATION.
 JN0429'
 JN0429'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CLYDE USGS 1963,
 JN0429'CEMENTED IN A DRILL HOLE IN BEDROCK ON THE EAST SLOPE OF THE
 JN0429'PLATEAU ABOUT 75 FEET LOWER THAN THE LEVEL OF THE PLATEAU
 JN0429'PROPER.  IT IS 1.6 FEET NORTHWEST OF A 2 FOOT CAIRN.
 JN0429
 JN0429                          STATION RECOVERY (1963)
 JN0429
 JN0429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JN0429'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DG9776 ***********************************************************************
 DG9776  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9776  DESIGNATION -  CNRSPRNGS_UT2004 CORS ARP
 DG9776  CORS_ID     -  P122
 DG9776  PID         -  DG9776
 DG9776  STATE/COUNTY-  UT/BOX ELDER
 DG9776  COUNTRY     -  US
 DG9776  USGS QUAD   -  THATCHER MOUNTAIN (2017)
 DG9776
 DG9776                         *CURRENT SURVEY CONTROL
 DG9776  ______________________________________________________________________
 DG9776* NAD 83(2011) POSITION- 41 38 07.28939(N) 112 19 54.84888(W)   ADJUSTED
 DG9776* NAD 83(2011) ELLIP HT-  1293.879 (meters)        (04/??/25)   ADJUSTED
 DG9776* NAD 83(2011) EPOCH   -  2010.00
 DG9776  ______________________________________________________________________
 DG9776  GEOID HEIGHT    -        -15.869 (meters)                     GEOID18
 DG9776  NAD 83(2011) X  - -1,814,351.477 (meters)                     COMP
 DG9776  NAD 83(2011) Y  - -4,416,839.360 (meters)                     COMP
 DG9776  NAD 83(2011) Z  -  4,216,279.574 (meters)                     COMP
 DG9776
 DG9776  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9776  Standards:
 DG9776         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9776            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9776  -------------------------------------------------------------------
 DG9776  NETWORK    0.36   0.38           0.13   0.15   0.19     -0.54476000
 DG9776  -------------------------------------------------------------------
 DG9776
 DG9776.The coordinates were established by GPS observations
 DG9776.and adjusted by the National Geodetic Survey in April 2025.
 DG9776
 DG9776.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9776.been affixed to the stable North American Tectonic Plate. 
 DG9776
 DG9776.The coordinates are valid at the epoch date displayed above
 DG9776.which is a decimal equivalence of Year/Month/Day.
 DG9776
 DG9776.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DG9776.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DG9776.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DG9776.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DG9776.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DG9776.published epoch of 2010.00.
 DG9776
 DG9776.Additional information on MYCS is available at:
 DG9776.https://geodesy.noaa.gov/CORS/index.shtml
 DG9776
 DG9776.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9776.GEOID18 height accuracy estimate available here.
 DG9776
 DG9776.The PID for the CORS L1 Phase Center is DP1677.
 DG9776
 DG9776.Click photographs - Photos may exist for this station.
 DG9776
 DG9776.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9776
 DG9776.The ellipsoidal height was determined by GPS observations
 DG9776.and is referenced to NAD 83.
 DG9776
 DG9776. The following values were computed from the NAD 83(2011) position.
 DG9776
 DG9776;                    North         East     Units Scale Factor Converg.
 DG9776;SPC UT N     - 1,144,924.749   430,686.651   MT  0.99997933   -0 32 54.7
 DG9776;SPC UT N     - 3,756,307.28  1,413,011.12   sFT  0.99997933   -0 32 54.7
 DG9776;UTM  12      - 4,610,148.484   389,066.322   MT  0.99975144   -0 53 06.0
 DG9776
 DG9776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9776!SPC UT N     -   0.99979710  x   0.99997933  =   0.99977643
 DG9776!UTM  12      -   0.99979710  x   0.99975144  =   0.99954859
 DG9776
 DG9776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM8906610148(NAD 83)
 DG9776
 DG9776                          SUPERSEDED SURVEY CONTROL
 DG9776
 DG9776  NAD 83(2011)-  41 38 07.28945(N)    112 19 54.84900(W) AD(2010.00) c
 DG9776  ELLIP H (06/??/19) 1293.885  (m)                       GP(2010.00) c c
 DG9776  NAD 83(2011)-  41 38 07.28991(N)    112 19 54.84912(W) AD(2010.00) c
 DG9776  ELLIP H (08/??/11) 1293.876  (m)                       GP(2010.00) c c
 DG9776  NAD 83(CORS)-  41 38 07.28965(N)    112 19 54.84927(W) AD(2002.00) c
 DG9776  ELLIP H (04/??/05) 1293.863  (m)                       GP(2002.00) c c
 DG9776
 DG9776.Superseded values are not recommended for survey control.
 DG9776
 DG9776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9776.See file dsdata.pdf to determine how the superseded data were derived.
 DG9776
 DG9776_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9776
 DG9776                          STATION DESCRIPTION
 DG9776
 DG9776'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DG9776'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DG9776'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DG9776'AND LOG FILES ACCESSIBLE AT:
 DG9776'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DG9778 ***********************************************************************
 DG9778  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9778  DESIGNATION -  CNRSPRNGS_UT2004 CORS GRP
 DG9778  CORS_ID     -  P122
 DG9778  PID         -  DG9778
 DG9778  STATE/COUNTY-  UT/BOX ELDER
 DG9778  COUNTRY     -  US
 DG9778  USGS QUAD   -  THATCHER MOUNTAIN (2017)
 DG9778
 DG9778                         *CURRENT SURVEY CONTROL
 DG9778  ______________________________________________________________________
 DG9778* NAD 83(2011) POSITION- 41 38 07.28939(N) 112 19 54.84888(W)   ADJUSTED
 DG9778* NAD 83(2011) ELLIP HT-  1293.871 (meters)        (04/??/25)   ADJUSTED
 DG9778* NAD 83(2011) EPOCH   -  2010.00
 DG9778  ______________________________________________________________________
 DG9778  GEOID HEIGHT    -        -15.869 (meters)                     GEOID18
 DG9778  NAD 83(2011) X  - -1,814,351.474 (meters)                     COMP
 DG9778  NAD 83(2011) Y  - -4,416,839.354 (meters)                     COMP
 DG9778  NAD 83(2011) Z  -  4,216,279.569 (meters)                     COMP
 DG9778  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 DG9778
 DG9778  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9778  Standards:
 DG9778         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9778            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9778  -------------------------------------------------------------------
 DG9778  NETWORK    0.36   0.38           0.13   0.15   0.19     -0.54476000
 DG9778  -------------------------------------------------------------------
 DG9778
 DG9778.The horizontal coordinates were established by GPS observations
 DG9778.and adjusted by the National Geodetic Survey in April 2025.
 DG9778
 DG9778.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9778.been affixed to the stable North American Tectonic Plate. 
 DG9778
 DG9778.The horizontal coordinates are valid at the epoch date displayed above
 DG9778.which is a decimal equivalence of Year/Month/Day.
 DG9778
 DG9778.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DG9778.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DG9778.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DG9778.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DG9778.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DG9778.published epoch of 2010.00.
 DG9778
 DG9778.Additional information on MYCS is available at:
 DG9778.https://geodesy.noaa.gov/CORS/index.shtml
 DG9778
 DG9778.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9778.GEOID18 height accuracy estimate available here.
 DG9778
 DG9778.Click photographs - Photos may exist for this station.
 DG9778
 DG9778.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9778
 DG9778.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG9778
 DG9778.The ellipsoidal height was determined by GPS observations
 DG9778.and is referenced to NAD 83.
 DG9778
 DG9778. The following values were computed from the NAD 83(2011) position.
 DG9778
 DG9778;                    North         East     Units Scale Factor Converg.
 DG9778;SPC UT N     - 1,144,924.749   430,686.651   MT  0.99997933   -0 32 54.7
 DG9778;SPC UT N     - 3,756,307.28  1,413,011.12   sFT  0.99997933   -0 32 54.7
 DG9778;UTM  12      - 4,610,148.484   389,066.322   MT  0.99975144   -0 53 06.0
 DG9778
 DG9778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9778!SPC UT N     -   0.99979710  x   0.99997933  =   0.99977643
 DG9778!UTM  12      -   0.99979710  x   0.99975144  =   0.99954859
 DG9778
 DG9778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM8906610148(NAD 83)
 DG9778
 DG9778                          SUPERSEDED SURVEY CONTROL
 DG9778
 DG9778  NAD 83(2011)-  41 38 07.28945(N)    112 19 54.84900(W) AD(2010.00) A
 DG9778  ELLIP H (06/??/19) 1293.877  (m)                       GP(2010.00) 4 1
 DG9778  NAD 83(2011)-  41 38 07.28991(N)    112 19 54.84912(W) AD(2010.00) A
 DG9778  ELLIP H (08/??/11) 1293.867  (m)                       GP(2010.00) 4 1
 DG9778  NAD 83(CORS)-  41 38 07.28965(N)    112 19 54.84927(W) AD(2002.00) A
 DG9778  ELLIP H (04/??/05) 1293.854  (m)                       GP(2002.00) 4 1
 DG9778
 DG9778.Superseded values are not recommended for survey control.
 DG9778
 DG9778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9778.See file dsdata.pdf to determine how the superseded data were derived.
 DG9778
 DG9778_STAMPING: UNKNOWN
 DG9778
 DG9778                          STATION DESCRIPTION
 DG9778
 DG9778'THIS MONUMENT IS ASSOCIATED WITH STATION 'P122'
 DG9778'AND IS A PART OF THE NOAA CORS NETWORK (NCN). LATEST INFORMATION
 DG9778'INCLUDING POSITIONS AND VEOCITIES ARE AVAILABLE IN THE COORDINATE
 DG9778'AND LOG FILES ACCESSIBLE AT:
 DG9778'https://geodesy.noaa.gov/CORS/index.shtml
 DG9778'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DK7416 ***********************************************************************
 DK7416  SACS        -  This is a Secondary Airport Control Station.
 DK7416  DESIGNATION -  CNY B
 DK7416  PID         -  DK7416
 DK7416  STATE/COUNTY-  UT/GRAND
 DK7416  COUNTRY     -  US
 DK7416  USGS QUAD   -  VALLEY CITY (2017)
 DK7416
 DK7416                         *CURRENT SURVEY CONTROL
 DK7416  ______________________________________________________________________
 DK7416* NAD 83(2011) POSITION- 38 45 21.91671(N) 109 45 19.48881(W)   ADJUSTED
 DK7416* NAD 83(2011) ELLIP HT-  1368.417 (meters)        (06/27/12)   ADJUSTED
 DK7416* NAD 83(2011) EPOCH   -  2010.00
 DK7416* NAVD 88 ORTHO HEIGHT -  1389.14  (meters)     4557.5   (feet) GPS OBS
 DK7416  ______________________________________________________________________
 DK7416  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK7416  GEOID HEIGHT    -        -20.820 (meters)                     GEOID03
 DK7416  GEOID HEIGHT    -        -20.729 (meters)                     GEOID18
 DK7416  NAD 83(2011) X  - -1,683,737.930 (meters)                     COMP
 DK7416  NAD 83(2011) Y  - -4,688,205.725 (meters)                     COMP
 DK7416  NAD 83(2011) Z  -  3,972,094.327 (meters)                     COMP
 DK7416  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC18
 DK7416
 DK7416  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7416  Standards:
 DK7416         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7416            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7416  -------------------------------------------------------------------
 DK7416  NETWORK    0.42   1.16           0.19   0.15   0.59     -0.00332925
 DK7416  -------------------------------------------------------------------
 DK7416  Click here for local accuracies and other accuracy information.
 DK7416
 DK7416.This mark is at Canyonlands Field Airport (CNY)
 DK7416
 DK7416.The horizontal coordinates were established by GPS observations
 DK7416.and adjusted by the National Geodetic Survey in June 2012.
 DK7416
 DK7416.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7416.been affixed to the stable North American tectonic plate. See 
 DK7416.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK7416
 DK7416.The horizontal coordinates are valid at the epoch date displayed above
 DK7416.which is a decimal equivalence of Year/Month/Day.
 DK7416
 DK7416.The orthometric height was determined by GPS observations and a
 DK7416.high-resolution geoid model.
 DK7416
 DK7416.GPS derived orthometric heights for airport stations designated as
 DK7416.PACS or SACS are published to 2 decimal places.  This maintains
 DK7416.centimeter relative accuracy between the PACS and SACS.  It does
 DK7416.not indicate centimeter accuracy relative to other marks which are
 DK7416.part of the published vertical control network.
 DK7416
 DK7416.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7416.GEOID18 height accuracy estimate available here.
 DK7416
 DK7416.Click photographs - Photos may exist for this station.
 DK7416
 DK7416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7416
 DK7416.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK7416
 DK7416.The ellipsoidal height was determined by GPS observations
 DK7416.and is referenced to NAD 83.
 DK7416
 DK7416. The following values were computed from the NAD 83(2011) position.
 DK7416
 DK7416;                    North         East     Units Scale Factor Converg.
 DK7416;SPC UT C     - 2,048,414.745   651,646.423   MT  1.00007449   +1 07 03.2
 DK7416;SPC UT C     - 6,720,507.38  2,137,943.31   sFT  1.00007449   +1 07 03.2
 DK7416;UTM  12      - 4,290,445.302   608,141.814   MT  0.99974401   +0 46 45.1
 DK7416
 DK7416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7416!SPC UT C     -   0.99978534  x   1.00007449  =   0.99985981
 DK7416!UTM  12      -   0.99978534  x   0.99974401  =   0.99952941
 DK7416
 DK7416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH0814190445(NAD 83)
 DK7416
 DK7416                          SUPERSEDED SURVEY CONTROL
 DK7416
 DK7416  NAD 83(2007)-  38 45 21.91622(N)    109 45 19.48954(W) AD(2002.00) 1
 DK7416  ELLIP H (11/05/08) 1368.434  (m)                       GP(2002.00) 4 1
 DK7416
 DK7416.Superseded values are not recommended for survey control.
 DK7416
 DK7416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7416.See file dsdata.pdf to determine how the superseded data were derived.
 DK7416
 DK7416_MARKER: DD = SURVEY DISK
 DK7416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7416_STAMPING: CNY B 2008
 DK7416_MARK LOGO: WOOLPT
 DK7416_PROJECTION: FLUSH
 DK7416_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7416+STABILITY: SURFACE MOTION
 DK7416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7416+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2008
 DK7416
 DK7416  HISTORY     - Date     Condition        Report By
 DK7416  HISTORY     - 20080616 MONUMENTED       WOOLPT
 DK7416
 DK7416                          STATION DESCRIPTION
 DK7416
 DK7416'DESCRIBED BY WOOLPERT CONSULTANTS 2008
 DK7416'THE STATION IS LOCATED ABOUT 57.93 KM (36.00 MI) SOUTHEAST OF GREEN
 DK7416'RIVER, ABOUT 28.96 KM (18.00 MI) NORTHWEST OF MOAB AND AT THE
 DK7416'CANYONLANDS FIELD AIRPORT NEAR A FENCE CORNER 0.88 KM (0.55 MI) WEST
 DK7416'OF THE WIND SOCK LOCATED WEST AND ACROSS RUNWAY 21 FROM THE JUNCTION
 DK7416'OF TAXI ALPHA 2.  OWNERSHIP--CANYONLANDS FIELD AIRPORT, PO BOX 515,
 DK7416'MOAB, UTAH 84532, PHONE 435-259-7421.
 DK7416'
 DK7416'THE AIRPORT MANAGER IS KELLY BRAUN.  CONTACT HIM ONE DAY IN ADVANCE
 DK7416'BEFORE OCCUPYING THIS STATION.   TO REACH THE STATION FROM THE
 DK7416'UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 70 AND STATE HIGHWAY
 DK7416'191, EXIT 180, MOAB EXIT, GO SOUTHEAST ON STATE HIGHWAY 191 FOR 21.56
 DK7416'KM (13.40 MI) TO THE ENTRANCE ROAD TO THE CANYONLANDS FIELD AIRPORT ON
 DK7416'THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON THE ROAD FOR 0.16 KM (0.10
 DK7416'MI) TO THE AIRPORT TERMINAL BUILDING.  TURN LEFT AND GO SOUTHEAST ON A
 DK7416'GRAVEL ROAD FOR 0.08 KM (0.05 MI) (0.05 MI) TO A GATE ON THE RIGHT,
 DK7416'EAST OF THE AIRPORT BEACON.  TURN RIGHT AND GO SOUTHWEST PASSING
 DK7416'THROUGH THE GATE AND THEN NORTHERLY ON THE GRAVEL ROAD FOR ABOUT 45.72
 DK7416'M (150.00 FT) TO THE SOUTH-EAST CORNER OF THE APRON.  BEAR LEFT,
 DK7416'NORTHWESTERLY ACROSS THE APRON (TIE DOWN AREA) FOR 0.08 KM (0.05 MI)
 DK7416'TO THE JUNCTION OF TAXIWAYS ALPHA 2 AND ALPHA 3.   BEAR RIGHT ON TAXI
 DK7416'ALPHA 2 FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF RUNWAY 21.  CONTINUE
 DK7416'AHEAD AND CROSS THE RUNWAY TO THE WIND SOCK IN A SEGMENTED CIRCLE.
 DK7416'TURN LEFT SOUTHEAST AND DRIVE PARALLEL DOWN THE RUNWAY FOR.64 KM (.40
 DK7416'MI) TO THE STATION ON YOUR RIGHT.
 DK7416'
 DK7416'THE MARK IS A STANDARD WOOLPERT AIRPORT DISK SET IN THE TOP OF A ONE
 DK7416'FT (0.3 M) DIAMETER, FOUR FT (1.2 M) DEEP CONCRETE POST STAMPED CNY B
 DK7416'2008.  IT IS 24.8 M (81.4 FT) (81.5 FT) NORTHEAST OF AN ANGLE POINT IN
 DK7416'THE PERIMETER FENCE, 1.67 M (5.5 FT) (5.5 FT) SOUTHWEST OF A
 DK7416'FIBERGLASS WITNESS POST, AND.45 M (1.5 FT) SOUTH OF ANOTHER FIBERGLASS
 DK7416'WITNESS POST SET IN THE FENCE.  THIS STATION IS DESIGNATED AS A
 DK7416'SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DK7417 ***********************************************************************
 DK7417  SACS        -  This is a Secondary Airport Control Station.
 DK7417  DESIGNATION -  CNY C
 DK7417  PID         -  DK7417
 DK7417  STATE/COUNTY-  UT/GRAND
 DK7417  COUNTRY     -  US
 DK7417  USGS QUAD   -  VALLEY CITY (2017)
 DK7417
 DK7417                         *CURRENT SURVEY CONTROL
 DK7417  ______________________________________________________________________
 DK7417* NAD 83(2011) POSITION- 38 45 07.02922(N) 109 45 34.60346(W)   ADJUSTED
 DK7417* NAD 83(2011) ELLIP HT-  1368.271 (meters)        (06/27/12)   ADJUSTED
 DK7417* NAD 83(2011) EPOCH   -  2010.00
 DK7417* NAVD 88 ORTHO HEIGHT -  1389.00  (meters)     4557.1   (feet) GPS OBS
 DK7417  ______________________________________________________________________
 DK7417  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK7417  GEOID HEIGHT    -        -20.826 (meters)                     GEOID03
 DK7417  GEOID HEIGHT    -        -20.733 (meters)                     GEOID18
 DK7417  NAD 83(2011) X  - -1,684,178.602 (meters)                     COMP
 DK7417  NAD 83(2011) Y  - -4,688,352.733 (meters)                     COMP
 DK7417  NAD 83(2011) Z  -  3,971,736.153 (meters)                     COMP
 DK7417  LAPLACE CORR    -          0.17  (seconds)                    DEFLEC18
 DK7417
 DK7417  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7417  Standards:
 DK7417         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7417            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7417  -------------------------------------------------------------------
 DK7417  NETWORK    0.42   1.16           0.19   0.15   0.59     -0.03219367
 DK7417  -------------------------------------------------------------------
 DK7417  Click here for local accuracies and other accuracy information.
 DK7417
 DK7417.This mark is at Canyonlands Field Airport (CNY)
 DK7417
 DK7417.The horizontal coordinates were established by GPS observations
 DK7417.and adjusted by the National Geodetic Survey in June 2012.
 DK7417
 DK7417.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7417.been affixed to the stable North American tectonic plate. See 
 DK7417.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK7417
 DK7417.The horizontal coordinates are valid at the epoch date displayed above
 DK7417.which is a decimal equivalence of Year/Month/Day.
 DK7417
 DK7417.The orthometric height was determined by GPS observations and a
 DK7417.high-resolution geoid model.
 DK7417
 DK7417.GPS derived orthometric heights for airport stations designated as
 DK7417.PACS or SACS are published to 2 decimal places.  This maintains
 DK7417.centimeter relative accuracy between the PACS and SACS.  It does
 DK7417.not indicate centimeter accuracy relative to other marks which are
 DK7417.part of the published vertical control network.
 DK7417
 DK7417.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7417.GEOID18 height accuracy estimate available here.
 DK7417
 DK7417.Click photographs - Photos may exist for this station.
 DK7417
 DK7417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7417
 DK7417.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK7417
 DK7417.The ellipsoidal height was determined by GPS observations
 DK7417.and is referenced to NAD 83.
 DK7417
 DK7417. The following values were computed from the NAD 83(2011) position.
 DK7417
 DK7417;                    North         East     Units Scale Factor Converg.
 DK7417;SPC UT C     - 2,047,948.613   651,290.450   MT  1.00007583   +1 06 53.5
 DK7417;SPC UT C     - 6,718,978.07  2,136,775.42   sFT  1.00007583   +1 06 53.5
 DK7417;UTM  12      - 4,289,981.433   607,783.213   MT  0.99974306   +0 46 35.4
 DK7417
 DK7417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7417!SPC UT C     -   0.99978536  x   1.00007583  =   0.99986118
 DK7417!UTM  12      -   0.99978536  x   0.99974306  =   0.99952848
 DK7417
 DK7417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH0778389981(NAD 83)
 DK7417
 DK7417                          SUPERSEDED SURVEY CONTROL
 DK7417
 DK7417  NAD 83(2007)-  38 45 07.02875(N)    109 45 34.60420(W) AD(2002.00) 1
 DK7417  ELLIP H (11/05/08) 1368.288  (m)                       GP(2002.00) 4 1
 DK7417
 DK7417.Superseded values are not recommended for survey control.
 DK7417
 DK7417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7417.See file dsdata.pdf to determine how the superseded data were derived.
 DK7417
 DK7417_MARKER: DD = SURVEY DISK
 DK7417_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DK7417_STAMPING: CNY C 2008
 DK7417_MARK LOGO: WOOLPT
 DK7417_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7417+STABILITY: SURFACE MOTION
 DK7417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7417+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2008
 DK7417
 DK7417  HISTORY     - Date     Condition        Report By
 DK7417  HISTORY     - 20080616 MONUMENTED       WOOLPT
 DK7417
 DK7417                          STATION DESCRIPTION
 DK7417
 DK7417'DESCRIBED BY WOOLPERT CONSULTANTS 2008
 DK7417'THE STATION IS LOCATED ABOUT 57.93 KM (36.00 MI) SOUTHEAST OF GREEN
 DK7417'RIVER, ABOUT 28.96 KM (18.00 MI) NORTHWEST OF MOAB AND AT THE
 DK7417'CANYONLANDS FIELD AIRPORT NEAR A FENCE CORNER 0.88 KM (0.55 MI) WEST
 DK7417'OF  THE WIND SOCK LOCATED WEST AND ACROSS RUNWAY 21 FROM THE JUNCTION
 DK7417'OF  TAXI ALPHA 2.  OWNERSHIP--CANYONLANDS FIELD AIRPORT, PO BOX 515,
 DK7417'MOAB, UTAH 84532, PHONE 435-259-7421.  THE AIRPORT MANAGER IS KELLY
 DK7417'BRAUN.  CONTACT HIM ONE DAY IN ADVANCE BEFORE OCCUPYING THIS  STATION.
 DK7417'TO REACH THE STATION FROM THE UNDERPASS AT THE JUNCTION OF  INTERSTATE
 DK7417'HIGHWAY 70 AND STATE HIGHWAY 191, EXIT 180, MOAB EXIT, GO  SOUTHEAST
 DK7417'ON STATE HIGHWAY 191 FOR 21.56 KM (13.40 MI) TO THE ENTRANCE  ROAD TO
 DK7417'THE CANYONLANDS FIELD AIRPORT ON THE RIGHT.  TURN RIGHT AND GO
 DK7417'SOUTHWEST ON THE ROAD FOR 0.16 KM (0.10 MI) TO THE AIRPORT TERMINAL
 DK7417'BUILDING.  TURN LEFT AND GO SOUTHEAST ON A GRAVEL ROAD FOR 0.08 KM
 DK7417'(0.05 MI)  (0.05 MI) TO A GATE ON THE RIGHT, EAST OF THE AIRPORT
 DK7417'BEACON.  TURN  RIGHT AND GO SOUTHWEST PASSING THROUGH THE GATE AND
 DK7417'THEN NORTHERLY ON  THE GRAVEL ROAD FOR ABOUT 45.72 M (150.00 FT) TO
 DK7417'THE SOUTH-EAST CORNER OF  THE APRON.  BEAR LEFT, NORTHWESTERLY ACROSS
 DK7417'THE APRON (TIE DOWN AREA)  FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF
 DK7417'TAXIWAYS ALPHA 2 AND ALPHA 3.   BEAR RIGHT ON TAXI ALPHA 2 FOR 0.08 KM
 DK7417'(0.05 MI) TO THE JUNCTION OF  RUNWAY 21.  CONTINUE AHEAD AND CROSS THE
 DK7417'RUNWAY TO THE WIND SOCK IN A  SEGMENTED CIRCLE.  TURN LEFT SOUTHEAST
 DK7417'AND DRIVE PARALLEL DOWN THE RUNWAY FOR 1.29 KM (.80 MI) TO THE STATION
 DK7417'ON YOUR RIGHT.
 DK7417'
 DK7417'THE MARK IS A STANDARD  WOOLPERT AIRPORT DISK SET IN THE TOP OF A ONE
 DK7417'FT (0.3 M) DIAMETER, FOUR FT (1.2 M)  DEEP CONCRETE POST STAMPED CNY C
 DK7417'2008.  IT IS 9.1 M (30.00 FT) SOUTH SOUTHWEST  OF THE PERIMETER FENCE,
 DK7417'1.22 M (4.0 FT) NORTHEAST OF A FIBERGLASS WITNESS POST, AND 1.22 M
 DK7417'(4.0 FT) SOUTHWEST OF ANOTHER FIBERGLASS WITNESS POST.  THIS STATION
 DK7417'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0468 ***********************************************************************
 JM0468  DESIGNATION -  COACH
 JM0468  PID         -  JM0468
 JM0468  STATE/COUNTY-  UT/GRAND
 JM0468  COUNTRY     -  US
 JM0468  USGS QUAD   -  MARBLE CANYON (2017)
 JM0468
 JM0468                         *CURRENT SURVEY CONTROL
 JM0468  ______________________________________________________________________
 JM0468* NAD 83(1994) POSITION- 38 56 54.24354(N) 109 05 16.00138(W)   ADJUSTED
 JM0468* NAVD 88 ORTHO HEIGHT -  1981.1   (meters)     6500.    (feet) VERTCON3
 JM0468  ______________________________________________________________________
 JM0468  GEOID HEIGHT    -        -18.023 (meters)                     GEOID18
 JM0468  LAPLACE CORR    -         15.83  (seconds)                    DEFLEC18
 JM0468  HORZ ORDER      -  THIRD
 JM0468
 JM0468.The horizontal coordinates were established by classical geodetic methods
 JM0468.and adjusted by the National Geodetic Survey in November 1997.
 JM0468
 JM0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0468
 JM0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0468.GEOID18 height accuracy estimate available here.
 JM0468
 JM0468.Click photographs - Photos may exist for this station.
 JM0468
 JM0468.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0468
 JM0468. The following values were computed from the NAD 83(1994) position.
 JM0468
 JM0468;                    North         East     Units Scale Factor Converg.
 JM0468;SPC UT C     - 2,071,105.609   709,092.111   MT  1.00001755   +1 32 42.8
 JM0468;SPC UT C     - 6,794,952.32  2,326,413.03   sFT  1.00001755   +1 32 42.8
 JM0468;UTM  12      - 4,312,789.255   665,709.361   MT  0.99993813   +1 12 08.4
 JM0468
 JM0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0468!SPC UT C     -   0.99969209  x   1.00001755  =   0.99970963
 JM0468!UTM  12      -   0.99969209  x   0.99993813  =   0.99963024
 JM0468
 JM0468:                Primary Azimuth Mark                     Grid Az
 JM0468:SPC UT C     -  HOG                                      111 51 51.5
 JM0468:UTM  12      -  HOG                                      112 12 25.9
 JM0468
 JM0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ6570912789(NAD 83)
 JM0468
 JM0468|---------------------------------------------------------------------|
 JM0468| PID    Reference Object                     Distance      Geod. Az  |
 JM0468|                                                           dddmmss.s |
 JM0468| JM0467 HOG                                 APPROX. 6.2 KM 1132434.3 |
 JM0468|---------------------------------------------------------------------|
 JM0468
 JM0468                          SUPERSEDED SURVEY CONTROL
 JM0468
 JM0468  NAD 83(1992)-  38 56 54.21948(N)    109 05 15.99810(W) AD(       ) 3
 JM0468  NAD 83(1986)-  38 56 54.22014(N)    109 05 15.99854(W) AD(       ) 3
 JM0468  NAD 27      -  38 56 54.31197(N)    109 05 13.60067(W) AD(       ) 3
 JM0468  NGVD 29 (07/19/86) 1980.0    (m)         6496.     (f) VERT ANG       
 JM0468
 JM0468.Superseded values are not recommended for survey control.
 JM0468
 JM0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0468.See file dsdata.pdf to determine how the superseded data were derived.
 JM0468
 JM0468_MARKER: DB = BENCH MARK DISK
 JM0468_SETTING: 66 = SET IN ROCK OUTCROP
 JM0468_STAMPING: COACH 1954
 JM0468_MARK LOGO: USGS
 JM0468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0468+STABILITY: POSITION/ELEVATION WELL
 JM0468
 JM0468  HISTORY     - Date     Condition        Report By
 JM0468  HISTORY     - 1954     MONUMENTED       USGS
 JM0468
 JM0468                          STATION DESCRIPTION
 JM0468
 JM0468'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0468'LOCATED ABOUT 25 MI. SW. OF FRUITA, COLORADO, AND 13 MI. ESE. OF
 JM0468'CISCO, UTAH, 9 MI. SSE. OF WESTWATER, UTAH, 8 MI. NE. OF MOUTH OF
 JM0468'COACH WASH ON THE COLORADO RIVER NEAR S. END OF A HIGH RATHER
 JM0468'FLAT-TIMBERED TOP ABOUT 0.5 MI. N. OF COACH WASH.
 JM0468'
 JM0468'STATION REACHED BY HELICOPTER.
 JM0468'
 JM0468'STATION MARK--STANDARD TABLET STAMPED ---COACH 1954---, CEMENTED
 JM0468'IN DRILL HOLE IN ROCK.
 JM0468'
 JM0468'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET CEMENTED IN
 JM0468'DRILL HOLE IN ROCK, 22.74 FT. FROM STATION MARK, N 29 DEG 41 MIN E.
 JM0468'
 JM0468'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET CEMENTED IN
 JM0468'DRILL HOLE IN ROCK, 26.59 FT. FROM STATION MARK, S 65 DEG 55 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0021 ***********************************************************************
 HN0021  DESIGNATION -  COL RIVER
 HN0021  PID         -  HN0021
 HN0021  STATE/COUNTY-  UT/GARFIELD
 HN0021  COUNTRY     -  US
 HN0021  USGS QUAD   -  HITE SOUTH (2017)
 HN0021
 HN0021                         *CURRENT SURVEY CONTROL
 HN0021  ______________________________________________________________________
 HN0021* NAD 83(1986) POSITION- 37 48 35.     (N) 110 26 47.     (W)   SCALED
 HN0021* NAVD 88 ORTHO HEIGHT -  1056.273 (meters)     3465.46  (feet) ADJUSTED
 HN0021  ______________________________________________________________________
 HN0021  GEOID HEIGHT    -        -21.232 (meters)                     GEOID18
 HN0021  DYNAMIC HEIGHT  -       1055.193 (meters)     3461.91  (feet) COMP
 HN0021  MODELED GRAVITY -    979,573.1   (mgal)                       NAVD 88
 HN0021
 HN0021  VERT ORDER      -  FIRST     CLASS II
 HN0021
 HN0021.The horizontal coordinates were scaled from a map and have
 HN0021.an estimated accuracy of +/- 6 seconds.
 HN0021
 HN0021.The orthometric height was determined by differential leveling and
 HN0021.adjusted by the NATIONAL GEODETIC SURVEY
 HN0021.in June 1991.
 HN0021
 HN0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0021.GEOID18 height accuracy estimate available here.
 HN0021
 HN0021.Click photographs - Photos may exist for this station.
 HN0021
 HN0021.The dynamic height is computed by dividing the NAVD 88
 HN0021.geopotential number by the normal gravity value computed on the
 HN0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0021.degrees latitude (g = 980.6199 gals.).
 HN0021
 HN0021.The modeled gravity was interpolated from observed gravity values.
 HN0021
 HN0021;                    North         East    Units  Estimated Accuracy
 HN0021;SPC UT S     - 3,127,380.      592,770.      MT  (+/- 180 meters Scaled)
 HN0021
 HN0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG487848(NAD 83)
 HN0021
 HN0021                          SUPERSEDED SURVEY CONTROL
 HN0021
 HN0021  NGVD 29 (??/??/92) 1055.321  (m)         3462.33   (f) ADJ UNCH    1 2
 HN0021
 HN0021.Superseded values are not recommended for survey control.
 HN0021
 HN0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0021.See file dsdata.pdf to determine how the superseded data were derived.
 HN0021
 HN0021_MARKER: DD = SURVEY DISK
 HN0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HN0021_SP_SET: ANCHOR
 HN0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0021
 HN0021  HISTORY     - Date     Condition        Report By
 HN0021  HISTORY     - UNK      MONUMENTED       USGS
 HN0021  HISTORY     - 1958     GOOD             CGS
 HN0021
 HN0021                          STATION DESCRIPTION
 HN0021
 HN0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0021'0.7 MI W FROM HITE.
 HN0021'ABOUT 0.55 MILE WEST ALONG A DIRT ROAD FROM THE FERRY LANDING AT HITE,
 HN0021'THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD, ABOUT 200 YARDS SOUTHEAST OF
 HN0021'A MUD AND ROCK HOUSE, IN THE TOP OF THE SOUTH CORNER OF A 5 X 5-FOOT
 HN0021'CONCRETE ANCHOR FOR A CABLE AT A FORMER FERRY CROSSING, 57 FEET NORTH
 HN0021'OF THE NORTH BANK OF THE RIVER, 48 FEET NORTH OF THE EAST ONE OF TWO 2
 HN0021'X 2-FOOT CONCRETE FOUNDATIONS AND ABOUT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0404 ***********************************************************************
 KN0404  DESIGNATION -  COLLEGE
 KN0404  PID         -  KN0404
 KN0404  STATE/COUNTY-  UT/SANPETE
 KN0404  COUNTRY     -  US
 KN0404  USGS QUAD   -  EPHRAIM (2017)
 KN0404
 KN0404                         *CURRENT SURVEY CONTROL
 KN0404  ______________________________________________________________________
 KN0404* NAD 83(1994) POSITION- 39 21 16.11377(N) 111 31 23.79811(W)   ADJUSTED
 KN0404* NAVD 88 ORTHO HEIGHT -  2294.    (meters)     7526.    (feet) SCALED
 KN0404  ______________________________________________________________________
 KN0404  GEOID HEIGHT    -        -16.967 (meters)                     GEOID18
 KN0404  LAPLACE CORR    -         19.93  (seconds)                    DEFLEC18
 KN0404  HORZ ORDER      -  THIRD
 KN0404
 KN0404.The horizontal coordinates were established by classical geodetic methods
 KN0404.and adjusted by the National Geodetic Survey in November 1997.
 KN0404
 KN0404.The orthometric height was scaled from a topographic map.
 KN0404
 KN0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0404.GEOID18 height accuracy estimate available here.
 KN0404
 KN0404.Click photographs - Photos may exist for this station.
 KN0404
 KN0404.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0404
 KN0404. The following values were computed from the NAD 83(1994) position.
 KN0404
 KN0404;                    North         East     Units Scale Factor Converg.
 KN0404;SPC UT C     - 2,113,366.692   497,993.808   MT  0.99993376   -0 00 53.7
 KN0404;SPC UT C     - 6,933,603.89  1,633,834.69   sFT  0.99993376   -0 00 53.7
 KN0404;UTM  12      - 4,356,244.923   454,915.338   MT  0.99962503   -0 19 54.6
 KN0404
 KN0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0404!SPC UT C     -   0.99964285  x   0.99993376  =   0.99957663
 KN0404!UTM  12      -   0.99964285  x   0.99962503  =   0.99926802
 KN0404
 KN0404:                Primary Azimuth Mark                     Grid Az
 KN0404:SPC UT C     -  W 41                                     239 21 02.1
 KN0404:UTM  12      -  W 41                                     239 40 03.0
 KN0404
 KN0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ5491556244(NAD 83)
 KN0404
 KN0404|---------------------------------------------------------------------|
 KN0404| PID    Reference Object                     Distance      Geod. Az  |
 KN0404|                                                           dddmmss.s |
 KN0404| CM5360 COLLEGE RM 1                          5.800 METERS 02354     |
 KN0404| CM5361 COLLEGE RM 2                          4.013 METERS 20642     |
 KN0404| KN0405 MANTI MORMON TEMPLE E TWR LT        APPROX.13.1 KM 2262709.7 |
 KN0404| KN0276 W 41                                               2392008.4 |
 KN0404|---------------------------------------------------------------------|
 KN0404
 KN0404                          SUPERSEDED SURVEY CONTROL
 KN0404
 KN0404  NAD 83(1986)-  39 21 16.10294(N)    111 31 23.79113(W) AD(       ) 3
 KN0404  NAD 27      -  39 21 16.24600(N)    111 31 21.11400(W) AD(       ) 3
 KN0404
 KN0404.Superseded values are not recommended for survey control.
 KN0404
 KN0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0404.See file dsdata.pdf to determine how the superseded data were derived.
 KN0404
 KN0404_MARKER: DS = TRIANGULATION STATION DISK
 KN0404_SETTING: 66 = SET IN ROCK OUTCROP
 KN0404_STAMPING: COLLEGE 1938
 KN0404_MARK LOGO: CGS
 KN0404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0404+STABILITY: POSITION/ELEVATION WELL
 KN0404
 KN0404  HISTORY     - Date     Condition        Report By
 KN0404  HISTORY     - 1938     MONUMENTED       CGS
 KN0404  HISTORY     - 1966     GOOD             USGS
 KN0404
 KN0404                          STATION DESCRIPTION
 KN0404
 KN0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0404'LOCATED 3.5 MILES E OF EPHRAIM AND ABOUT 150 YARDS W OF MANTI
 KN0404'FOREST BOUNDARY, ON HIGHEST POINT OF FIRST RIDGE E OF EPHRAIM.
 KN0404'
 KN0404'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 KN0404'BEDROCK.
 KN0404'
 KN0404'REACHED FROM EPHRAIM BY GOING S ON U.S. HIGHWAY 89 0.45 MILE
 KN0404'TO JUNCTION WITH UTAH 29 AT SIGN--EXPERIMENTAL STATION, 10
 KN0404'MILES, CASTLEDALE, 49, ORANGEVILLE, 45.  HERE GO E ON UTAH
 KN0404'29 2.4 MILES TO A U.S.C. AND G.S. BENCH MARK W 41 (1934) ON
 KN0404'RIGHT SIDE OF ROAD.  THIS IS AZIMUTH MARK AND IS 24 FEET S OF
 KN0404'CENTER LINE OF ROAD AND ABOUT 5 FEET HIGHER IN ELEVATION
 KN0404'THAN ROAD.  FROM HERE, CONTINUE E ON HIGHWAY 0.75 MILE TO A
 KN0404'ROAD LEADING OFF TO L AT SOME WHITE GUARD POSTS ON L.  THENCE
 KN0404'LEAVE HIGHWAY, TURN L DOWN INTO CANYON AND UP STEEP GRADE IN
 KN0404'CANYON 1.0 MILE TO A GATE IN FOREST BOUNDARY FENCE.  THIS IS
 KN0404'END OF TRUCK TRAVEL.  THERE IS A LOG-DRAG TRAIL LEADING UP
 KN0404'STEEP GRADE LEADING NNW FROM HERE.  PACK UP THIS TRAIL WHICH
 KN0404'FOLLOWS TOP OF A HOGBACK RIDGE GENERALLY NW, ABOUT 1/2 MILE
 KN0404'UNTIL A LINE OF SLIGHTLY PROJECTING RIM-ROCK IS REACHED NEAR
 KN0404'TOP OF STEEP GRADE.  FROM HERE BEAR LEFT AROUND S SHOULDER
 KN0404'OF MOUNTAIN AND HEAD DUE W ABOUT 0.3 MILE TO A SAGEBRUSH
 KN0404'COVERED SADDLE ON R OF A HIGH ROUNDED HILL.  HERE TURN L
 KN0404'AND CROSSING FOREST BOUNDARY FENCE PACK ABOUT 150 YARDS TO
 KN0404'TOP OF HILL AND STATION.
 KN0404
 KN0404                          STATION RECOVERY (1966)
 KN0404
 KN0404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (WLW)
 KN0404'REACHED FROM EPHRAIM CITY HALL BY GOING SOUTH ON U.S. HWY.
 KN0404'89 0.5 MI. TO JCT. STATE HY 29, TURN LEFT AND GO EAST ON STATE
 KN0404'HY 29 FOR 2.4 MI. TO USC AND GS BM W 41 (1934) ON RIGHT
 KN0404'SIDE OF ROAD.  THIS IS AZIMUTH MARK AND IS 24 FEET SOUTH OF
 KN0404'CENTERLINE OF ROAD AND ABOUT 5 FEET HIGHER IN ELEV., CONTINUE
 KN0404'EAST 0.75 MI TO JUNCTION NEW CANYON ROAD, TAKE LEFT FORK AND GO
 KN0404'NORTHEAST 2.2 MILES TO FORK, TAKE LEFT FORK AND GO NORTH 0.6
 KN0404'MI TO FORK, TAKE LEFT FORK AND CONTINUE NORTH 0.15 MI TO A
 KN0404'FORK IN SADDLE, TAKE LEFT FORK AND GO 0.8 MI SOUTHWEST TO
 KN0404'TOP AND END OF ROAD, PACK WEST SOUTHWEST ABOUT 1/2 MI. DOWN
 KN0404'RIDGE AND ACROSS SHALLOW BASIN TO VISIBLE LOW TOP AND
 KN0404'STATION.  STATION MARK IS 80 FEET WEST OF FOREST BDY. FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0778 ***********************************************************************
 HN0778  DESIGNATION -  COLLET
 HN0778  PID         -  HN0778
 HN0778  STATE/COUNTY-  UT/KANE
 HN0778  COUNTRY     -  US
 HN0778  USGS QUAD   -  PETES COVE (2017)
 HN0778
 HN0778                         *CURRENT SURVEY CONTROL
 HN0778  ______________________________________________________________________
 HN0778* NAD 83(1994) POSITION- 37 29 14.58967(N) 111 34 17.98311(W)   ADJUSTED
 HN0778* NAVD 88 ORTHO HEIGHT -  2292.2   (meters)     7520.    (feet) VERTCON3
 HN0778  ______________________________________________________________________
 HN0778  GEOID HEIGHT    -        -21.251 (meters)                     GEOID18
 HN0778  LAPLACE CORR    -         -4.33  (seconds)                    DEFLEC18
 HN0778  HORZ ORDER      -  FIRST
 HN0778
 HN0778.The horizontal coordinates were established by classical geodetic methods
 HN0778.and adjusted by the National Geodetic Survey in November 1997.
 HN0778
 HN0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0778
 HN0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0778.GEOID18 height accuracy estimate available here.
 HN0778
 HN0778.Click photographs - Photos may exist for this station.
 HN0778
 HN0778.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0778
 HN0778. The following values were computed from the NAD 83(1994) position.
 HN0778
 HN0778;                    North         East     Units Scale Factor Converg.
 HN0778;SPC UT S     - 3,091,088.333   493,662.417   MT  0.99996463   -0 02 38.1
 HN0778;SPC UT S     -10,141,345.64  1,619,624.11   sFT  0.99996463   -0 02 38.1
 HN0778;UTM  12      - 4,149,095.354   449,462.037   MT  0.99963146   -0 20 52.5
 HN0778
 HN0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0778!SPC UT S     -   0.99964376  x   0.99996463  =   0.99960840
 HN0778!UTM  12      -   0.99964376  x   0.99963146  =   0.99927535
 HN0778
 HN0778:                Primary Azimuth Mark                     Grid Az
 HN0778:SPC UT S     -  COLLET AZ MK                             277 56 19.5
 HN0778:UTM  12      -  COLLET AZ MK                             278 14 33.9
 HN0778
 HN0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG4946249095(NAD 83)
 HN0778
 HN0778|---------------------------------------------------------------------|
 HN0778| PID    Reference Object                     Distance      Geod. Az  |
 HN0778|                                                           dddmmss.s |
 HN0778| CH2958 COLLET RM 1                           4.477 METERS 03046     |
 HN0778| CH2957 COLLET AZ MK                                       2775341.4 |
 HN0778| CH2959 COLLET RM 2                           6.838 METERS 30554     |
 HN0778|---------------------------------------------------------------------|
 HN0778
 HN0778                          SUPERSEDED SURVEY CONTROL
 HN0778
 HN0778  NAD 83(1986)-  37 29 14.58477(N)    111 34 17.98490(W) AD(       ) 1
 HN0778  NAD 27      -  37 29 14.63252(N)    111 34 15.37869(W) AD(       ) 1
 HN0778  NGVD 29 (07/19/86) 2291.0    (m)         7516.     (f) VERT ANG       
 HN0778
 HN0778.Superseded values are not recommended for survey control.
 HN0778
 HN0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0778.See file dsdata.pdf to determine how the superseded data were derived.
 HN0778
 HN0778_MARKER: DS = TRIANGULATION STATION DISK
 HN0778_SETTING: 66 = SET IN ROCK OUTCROP
 HN0778_STAMPING: COLLET 1934
 HN0778_MARK LOGO: CGS
 HN0778_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0778+STABILITY: POSITION/ELEVATION WELL
 HN0778
 HN0778  HISTORY     - Date     Condition        Report By
 HN0778  HISTORY     - 1934     MONUMENTED       CGS
 HN0778  HISTORY     - 1963     GOOD             CGS
 HN0778  HISTORY     - 1966     GOOD             USGS
 HN0778
 HN0778                          STATION DESCRIPTION
 HN0778
 HN0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 HN0778'ABOUT 21 MILES (AIR LINE) SOUTH OF TOWN OF ESCALANTE, ON HIGHEST
 HN0778'POINT OF MOUNTAIN KNOWN LOCALLY AS ESCALANTE MOUNTAIN.  TO
 HN0778'REACH FROM ESCALANTE, GO SOUTHEAST ON BOULDER ROAD 5.4 MILES.
 HN0778'TURN SHORTLY AFTER CROSSING DEEP RAVINES AND GO 0.2 MILE.
 HN0778'TAKE RIGHT FORK AND GO 5.8 MILES.  CONTINUE STRAIGHT AHEAD
 HN0778'8.6 MILES TO END OF TRUCK TRAVEL AT COLLET CREEK (KNOWN LOCALLY
 HN0778'AS TWENTY-MILE CREEK).  TRAVEL ON HORSE UP RIGHT SIDE OF
 HN0778'COLLET CREEK ABOUT 15 MILES TO MOUTH OF LONG CANYON, THENCE TO
 HN0778'LEFT UP LONG CANYON 2 MILES TO TRAIL UP STEEP SLOPE TO LEFT
 HN0778'(SOUTHEAST) TO SUMMIT OF BIG FLAT, THENCE ACROSS FLAT
 HN0778'(SOUTH) 4 MILES TO HIGHEST POINT AND STATION.  ROAD IS LONG
 HN0778'AND HARD TO FOLLOW.  MR. HIRAM GATES, OF ESCALANTE, KNOWS
 HN0778'ROAD AND STATION SITE.  STATION MARK IS STANDARD DISK IN
 HN0778'OUTCROPPING BEDROCK.  NO. 1 IS NORTHEAST OF
 HN0778'STATION, 4.508 METERS (14.79 FEET) DISTANT.
 HN0778'NO. 2 IS TO NORTHWEST, 6.880 METERS (22.57 FEET)
 HN0778'DISTANT.
 HN0778
 HN0778                          STATION RECOVERY (1963)
 HN0778
 HN0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0778'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 HN0778'IN GOOD CONDITION.  A SHORTER DISTANCE TO BOTH REFERENCE
 HN0778'MARKS WAS FOUND AND NOTED IN THE FIELD.
 HN0778'
 HN0778'AN AZIMUTH MARK WAS ESTABLISHED.
 HN0778'
 HN0778'THE STATION IS ABOUT 21 MILES SOUTH OF ESCALANTE, UTAH AND
 HN0778'39 MILES NORTH-NORTHWEST OF PAGE, ARIZONA, ON THE HIGHEST
 HN0778'POINT OF THE MOUNTAIN KNOWN LOCALLY AS ESCALANTE MOUNTAIN.
 HN0778'
 HN0778'THE STATION WAS REACHED BY HELICOPTER FROM THE PAGE AIRPORT
 HN0778'BY FLYING NORTH-NORTHWESTERLY ON A TRUE COURSE OF 348 DEGREES
 HN0778'FOR ABOUT 40 MILES TO THE STATION.
 HN0778'
 HN0778'THE STATION MARK STAMPED COLLET 1934, IS A STANDARD
 HN0778'DISK CEMENTED IN A DRILL HOLE IN BEDROCK AND IS 12 FEET WEST
 HN0778'OF THE EAST EDGE OF THE MOUNTAIN TOP.
 HN0778'
 HN0778'REFERENCE MARK 1 STAMPED COLLET NO 1 1934, IS
 HN0778'A STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK AND IS
 HN0778'5 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE TOP OF THE
 HN0778'MOUNTAIN.
 HN0778'
 HN0778'REFERENCE MARK 2 STAMPED COLLET NO 2 1934, IS A
 HN0778'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK AND IS
 HN0778'6-1/2 FEET EAST OF THE WEST EDGE OF THE TOP OF THE MOUNTAIN.
 HN0778'
 HN0778'THE AZIMUTH MARK STAMPED COLLET 1963, IS A STANDARD
 HN0778'DISK CEMENTED IN A DRILL HOLE IN A LARGE BOULDER ABOUT 15 FEET
 HN0778'LONG, 10 FEET HIGH AND 8 FEET WIDE.  THIS IS ABOUT 35 YARDS
 HN0778'SOUTHWEST OF A LARGE SQUARE-SHAPED BOULDER ABOUT 20 FEET
 HN0778'HIGH.
 HN0778
 HN0778                          STATION RECOVERY (1966)
 HN0778
 HN0778'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HN0778'RECOVERED.
 HN0778'
 HN0778'STATION MARK--STANDARD DISK, STAMPED ---COLLET 1934---, CEMENTED IN A
 HN0778'DRILL HOLE IN BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0558 ***********************************************************************
 HM0558  DESIGNATION -  COLT
 HM0558  PID         -  HM0558
 HM0558  STATE/COUNTY-  UT/SAN JUAN
 HM0558  COUNTRY     -  US
 HM0558  USGS QUAD   -  HOUSE PARK BUTTE (2017)
 HM0558
 HM0558                         *CURRENT SURVEY CONTROL
 HM0558  ______________________________________________________________________
 HM0558* NAD 83(1994) POSITION- 37 52 59.00101(N) 109 47 03.32453(W)   ADJUSTED
 HM0558* NAVD 88 ORTHO HEIGHT -  2826.1   (meters)     9272.    (feet) VERTCON3
 HM0558  ______________________________________________________________________
 HM0558  GEOID HEIGHT    -        -18.696 (meters)                     GEOID18
 HM0558  LAPLACE CORR    -          2.76  (seconds)                    DEFLEC18
 HM0558  HORZ ORDER      -  SECOND
 HM0558
 HM0558.The horizontal coordinates were established by classical geodetic methods
 HM0558.and adjusted by the National Geodetic Survey in November 1997.
 HM0558
 HM0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0558
 HM0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0558.GEOID18 height accuracy estimate available here.
 HM0558
 HM0558.Click photographs - Photos may exist for this station.
 HM0558
 HM0558.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0558
 HM0558. The following values were computed from the NAD 83(1994) position.
 HM0558
 HM0558;                    North         East     Units Scale Factor Converg.
 HM0558;SPC UT S     - 3,136,384.047   650,921.346   MT  0.99995278   +1 03 04.4
 HM0558;SPC UT S     -10,289,953.33  2,135,564.45   sFT  0.99995278   +1 03 04.4
 HM0558;UTM  12      - 4,193,536.498   606,910.275   MT  0.99974078   +0 44 47.8
 HM0558
 HM0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0558!SPC UT S     -   0.99955967  x   0.99995278  =   0.99951247
 HM0558!UTM  12      -   0.99955967  x   0.99974078  =   0.99930057
 HM0558
 HM0558:                Primary Azimuth Mark                     Grid Az
 HM0558:SPC UT S     -  COLT AZ MK                               358 18 58.6
 HM0558:UTM  12      -  COLT AZ MK                               358 37 15.2
 HM0558
 HM0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG0691093536(NAD 83)
 HM0558
 HM0558|---------------------------------------------------------------------|
 HM0558| PID    Reference Object                     Distance      Geod. Az  |
 HM0558|                                                           dddmmss.s |
 HM0558| CM6296 COLT RM 1                            19.972 METERS 10740     |
 HM0558| CM6297 COLT RM 2                             6.601 METERS 21608     |
 HM0558| CM6295 COLT AZ MK                                         3592203.0 |
 HM0558|---------------------------------------------------------------------|
 HM0558
 HM0558                          SUPERSEDED SURVEY CONTROL
 HM0558
 HM0558  NAD 83(1986)-  37 52 58.99351(N)    109 47 03.32682(W) AD(       ) 2
 HM0558  NAD 27      -  37 52 59.03087(N)    109 47 00.86756(W) AD(       ) 2
 HM0558  NGVD 29 (07/19/86) 2824.8    (m)         9268.     (f) VERT ANG       
 HM0558
 HM0558.Superseded values are not recommended for survey control.
 HM0558
 HM0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0558.See file dsdata.pdf to determine how the superseded data were derived.
 HM0558
 HM0558_MARKER: DS = TRIANGULATION STATION DISK
 HM0558_SETTING: 66 = SET IN ROCK OUTCROP
 HM0558_STAMPING: COLT 1963
 HM0558_MARK LOGO: CGS
 HM0558_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0558+STABILITY: POSITION/ELEVATION WELL
 HM0558
 HM0558  HISTORY     - Date     Condition        Report By
 HM0558  HISTORY     - 1963     MONUMENTED       CGS
 HM0558
 HM0558                          STATION DESCRIPTION
 HM0558
 HM0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HM0558'THE STATION IS ON THE NORTHERN SLOPE OF HORSE MOUNTAIN, ABOUT
 HM0558'1/4 MILE NORTH OF THE SUMMIT.  IT IS ABOUT 36 MILES EAST
 HM0558'OF THE AIRSTRIP AT HITE, 26-1/2 MILES NORTHWEST OF BLANDING
 HM0558'AND 24 MILES WEST OF MONTECELLO AND IS 3/4 MILE NORTH OF
 HM0558'STATION HORSE 1936, WHICH IS ON THE SOUTH END OF HORSE MOUNTAIN.
 HM0558'
 HM0558'TO REACH BY HELICOPTER FROM THE AIRSTRIP AT HITE, FLY EAST ON
 HM0558'A TRUE COURSE OF 81 DEGREES FOR ABOUT 36-1/2 MILES TO A LANDING
 HM0558'AT THE STATION JUST NORTH OF THE QUAKING ASPEN GROVE.
 HM0558'
 HM0558'THE STATION MARK, STAMPED COLT 1963, IS A STANDARD DISK CEMENTED
 HM0558'IN A DRILL HOLE IN OUTCROPPING BEDROCK, ABOUT 50 YARDS NORTH OF
 HM0558'THE ASPEN GROVE AND 35-1/2 FEET EAST OF THE WEST EDGE OF
 HM0558'THE MOUNTAIN.
 HM0558'
 HM0558'REFERENCE MARK 1, STAMPED COLT NO 1 1963, IS A STANDARD DISK
 HM0558'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS ABOUT
 HM0558'1-1/2 FEET LOWER THAN STATION.
 HM0558'
 HM0558'REFERENCE MARK 2, STAMPED COLT NO 2 1963, IS A STANDARD DISK
 HM0558'CEMENTED IN A DRILL HOLE IN A BOULDER AND IS ABOUT 24 FEET
 HM0558'EAST OF THE WEST EDGE OF THE MOUNTAIN.
 HM0558'
 HM0558'THE AZIMUTH MARK, STAMPED COLT 1963, IS A STANDARD DISK CEMENTED
 HM0558'IN A DRILL HOLE IN A LARGE BOULDER, IT IS ON THE NORTHERN
 HM0558'SLOPE OF THE MOUNTAIN ABOUT 15 FEET WEST OF THE TOP OF A NARROW
 HM0558'RIDGE.  THIS IS ABOUT A 10 MINUTE PACK NORTH FROM THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0672 ***********************************************************************
 LN0672  DESIGNATION -  COLTON
 LN0672  PID         -  LN0672
 LN0672  STATE/COUNTY-  UT/UINTAH
 LN0672  COUNTRY     -  US
 LN0672  USGS QUAD   -  DYER MOUNTAIN (2017)
 LN0672
 LN0672                         *CURRENT SURVEY CONTROL
 LN0672  ______________________________________________________________________
 LN0672* NAD 83(1994) POSITION- 40 40 22.79589(N) 109 30 49.97816(W)   ADJUSTED
 LN0672* NAVD 88 ORTHO HEIGHT -  2584.0   (meters)     8478.    (feet) VERTCON3
 LN0672  ______________________________________________________________________
 LN0672  GEOID HEIGHT    -        -14.412 (meters)                     GEOID18
 LN0672  LAPLACE CORR    -         -5.29  (seconds)                    DEFLEC18
 LN0672  HORZ ORDER      -  THIRD
 LN0672
 LN0672.The horizontal coordinates were established by classical geodetic methods
 LN0672.and adjusted by the National Geodetic Survey in November 1997.
 LN0672
 LN0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0672
 LN0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0672.GEOID18 height accuracy estimate available here.
 LN0672
 LN0672.Click photographs - Photos may exist for this station.
 LN0672
 LN0672.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0672
 LN0672. The following values were computed from the NAD 83(1994) position.
 LN0672
 LN0672;                    North         East     Units Scale Factor Converg.
 LN0672;SPC UT C     - 2,261,621.954   667,912.636   MT  1.00000580   +1 16 20.2
 LN0672;SPC UT C     - 7,420,004.69  2,191,310.04   sFT  1.00000580   +1 16 20.2
 LN0672;UTM  12      - 4,503,519.626   625,602.538   MT  0.99979418   +0 58 07.3
 LN0672
 LN0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0672!SPC UT C     -   0.99959708  x   1.00000580  =   0.99960287
 LN0672!UTM  12      -   0.99959708  x   0.99979418  =   0.99939134
 LN0672
 LN0672:                Primary Azimuth Mark                     Grid Az
 LN0672:SPC UT C     -  KING                                     001 56 40.8
 LN0672:UTM  12      -  KING                                     002 14 53.7
 LN0672
 LN0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL2560203519(NAD 83)
 LN0672
 LN0672|---------------------------------------------------------------------|
 LN0672| PID    Reference Object                     Distance      Geod. Az  |
 LN0672|                                                           dddmmss.s |
 LN0672| LN0668 KING                                APPROX. 5.3 KM 0031301.0 |
 LN0672|---------------------------------------------------------------------|
 LN0672
 LN0672                          SUPERSEDED SURVEY CONTROL
 LN0672
 LN0672  NAD 83(1993)-  40 40 22.79574(N)    109 30 49.97773(W) AD(       ) 3
 LN0672  NAD 83(1986)-  40 40 22.77646(N)    109 30 49.96509(W) AD(       ) 3
 LN0672  NAD 27      -  40 40 22.92511(N)    109 30 47.46639(W) AD(       ) 3
 LN0672  NGVD 29 (07/19/86) 2582.6    (m)         8473.     (f) VERT ANG       
 LN0672
 LN0672.Superseded values are not recommended for survey control.
 LN0672
 LN0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0672.See file dsdata.pdf to determine how the superseded data were derived.
 LN0672
 LN0672_MARKER: DD = SURVEY DISK
 LN0672_SETTING: 66 = SET IN ROCK OUTCROP
 LN0672_STAMPING: COLTON 1949
 LN0672_MARK LOGO: USGS
 LN0672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0672+STABILITY: POSITION/ELEVATION WELL
 LN0672
 LN0672  HISTORY     - Date     Condition        Report By
 LN0672  HISTORY     - 1949     MONUMENTED       USGS
 LN0672
 LN0672                          STATION DESCRIPTION
 LN0672
 LN0672'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LN0672'LOCATED IN THE ASHLEY NATIONAL FOREST, ABOUT 15 MI. N. OF VERNAL,
 LN0672'UTAH AND ABOUT 100 FT. E. OF THE RD. LEADING TO THE COLTON RANGER
 LN0672'STATION IN AN OPEN SAGEBRUSH  COVERED MEADOW IN SEC.1 T.2 S., R.21 E.
 LN0672'
 LN0672'TO REACH FROM THE INTERSECTION OF THE U.S. HIGHWAY 40 AND STATE
 LN0672'HIGHWAY 44 IN VERNAL UTAH, GO N. ON STATE HIGHWAY 44 FOR 22.2 MI. TO
 LN0672'RD. FORK AND SIGN ---OAK PARK 12--- THEN LEFT, WESTERLY FOR 0.5 MI. TO
 LN0672'A T-RD. S. AND SIGN ---COLTON RANGER STATION -3--- THEN LEFT,
 LN0672'SOUTHERLY FOR 1.25 MI. THEN LEFT E. ACROSS SAGEBRUSH FOR ABOUT 100 FT.
 LN0672'TO STATION.
 LN0672'
 LN0672'STATION MARK - STANDARD TABLET SET IN ROCK OUTCROP, STAMPED ---COLTON
 LN0672'1949---.
 LN0672'
 LN0672'REFERENCE MARK NO.1 - STANDARD TABLET SET IN ROCK OUTCROP, STAMPED
 LN0672'---COLTON NO.1 1949---, 34.8 FT. FROM STATION, N 20 DEG 07 MIN E.
 LN0672'
 LN0672'REFERENCE MARK NO.2 - STANDARD TABLET SET IN ROCK OUTCROP, STAMPED
 LN0672'---COLTON NO.2 1949--- 56.6 FT. FROM STATION, S 73 DEG 51 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0651 ***********************************************************************
 LN0651  DESIGNATION -  CONE
 LN0651  PID         -  LN0651
 LN0651  STATE/COUNTY-  UT/UINTAH
 LN0651  COUNTRY     -  US
 LN0651  USGS QUAD   -  UTELAND BUTTE (2017)
 LN0651
 LN0651                         *CURRENT SURVEY CONTROL
 LN0651  ______________________________________________________________________
 LN0651* NAD 83(1994) POSITION- 40 06 04.72408(N) 109 50 15.20404(W)   ADJUSTED
 LN0651* NAVD 88 ORTHO HEIGHT -  1621.8   (meters)     5321.    (feet) VERTCON3
 LN0651  ______________________________________________________________________
 LN0651  GEOID HEIGHT    -        -18.120 (meters)                     GEOID18
 LN0651  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 LN0651  HORZ ORDER      -  FIRST
 LN0651
 LN0651.The horizontal coordinates were established by classical geodetic methods
 LN0651.and adjusted by the National Geodetic Survey in November 1997.
 LN0651
 LN0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0651
 LN0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0651.GEOID18 height accuracy estimate available here.
 LN0651
 LN0651.Click photographs - Photos may exist for this station.
 LN0651
 LN0651.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0651
 LN0651. The following values were computed from the NAD 83(1994) position.
 LN0651
 LN0651;                    North         East     Units Scale Factor Converg.
 LN0651;SPC UT C     - 2,197,596.733   641,731.445   MT  0.99990960   +1 03 53.7
 LN0651;SPC UT C     - 7,209,948.61  2,105,413.92   sFT  0.99990960   +1 03 53.7
 LN0651;UTM  12      - 4,439,649.455   599,080.185   MT  0.99972085   +0 44 55.8
 LN0651
 LN0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0651!SPC UT C     -   0.99974849  x   0.99990960  =   0.99965811
 LN0651!UTM  12      -   0.99974849  x   0.99972085  =   0.99946941
 LN0651
 LN0651:                Primary Azimuth Mark                     Grid Az
 LN0651:SPC UT C     -  CONE RM 1 AZIMUTH                        285 24 51.8
 LN0651:UTM  12      -  CONE RM 1 AZIMUTH                        285 43 49.7
 LN0651
 LN0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK9908039649(NAD 83)
 LN0651
 LN0651|---------------------------------------------------------------------|
 LN0651| PID    Reference Object                     Distance      Geod. Az  |
 LN0651|                                                           dddmmss.s |
 LN0651| CM6458 GLO 5 RM 3 AZIMUTH                                 10843     |
 LN0651| CP4639 CAIRN ON SQ TOP BUTE RANGE S                       1935313.3 |
 LN0651| CP4730 CONE RM 1                             5.582 METERS 21758     |
 LN0651| CP4729 CONE RM 1 AZIMUTH                                  2862845.5 |
 LN0651| CP4731 CONE RM 2                             4.985 METERS 33207     |
 LN0651|---------------------------------------------------------------------|
 LN0651
 LN0651                          SUPERSEDED SURVEY CONTROL
 LN0651
 LN0651  NAD 83(1993)-  40 06 04.71940(N)    109 50 15.20324(W) AD(       ) 1
 LN0651  NAD 83(1986)-  40 06 04.70240(N)    109 50 15.19502(W) AD(       ) 1
 LN0651  NAD 27      -  40 06 04.83100(N)    109 50 12.67900(W) AD(       ) 1
 LN0651  NGVD 29 (07/31/96) 1620.6    (m)         5317.     (f) VERT ANG       
 LN0651  NGVD 29 (07/19/86) 1622.4    (m)         5323.     (f) VERT ANG       
 LN0651
 LN0651.Superseded values are not recommended for survey control.
 LN0651
 LN0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0651.See file dsdata.pdf to determine how the superseded data were derived.
 LN0651
 LN0651_MARKER: DS = TRIANGULATION STATION DISK
 LN0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0651_STAMPING: CONE 1931
 LN0651_MARK LOGO: CGS
 LN0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0651+STABILITY: SURFACE MOTION
 LN0651
 LN0651  HISTORY     - Date     Condition        Report By
 LN0651  HISTORY     - 1931     MONUMENTED       CGS
 LN0651  HISTORY     - 1936     GOOD             CGS
 LN0651  HISTORY     - 1937     GOOD             CGS
 LN0651  HISTORY     - 1947     GOOD             CGS
 LN0651  HISTORY     - 1963     GOOD             USGS
 LN0651
 LN0651                          STATION DESCRIPTION
 LN0651
 LN0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 LN0651'ABOUT 9 MILES S BY WEST OF RANDLETT, 7 MILES W BY NORTH OF OURAY, ON
 LN0651'CONE-SHAPED BUTTE AT SE END OF LELAND RANCH, AND IN SW 1/4 SEC. 30, T
 LN0651'4 S, R 1 E.  KNOLL ON WHICH STATION IS LOCATED IS QUITE, SMALL ON TOP,
 LN0651'AND IS BEING RAPIDLY ERODED.
 LN0651'
 LN0651'TO REACH FROM SOUTHWEST CORNER OF FORT DUCHESNE GO SOUTH ON GRADED
 LN0651'DIRT ROAD 5.85 MILES TO BRIDGE OVER UNITA RIVER.  CONTINUE S 0.2 MILE
 LN0651'TO FORK, TURN LEFT (SE) ONTO TRACK ROAD AND TO 0.6 MILE.  TAKE RIGHT
 LN0651'FORK AND GO 0.05 MILE.  TAKE RIGHT FORK UP HILL AND GO 1.4 MILES TO
 LN0651'FORK.  TAKE EITHER FORK AND CONTINUE IN SOUTHERLY DIRECTION 0.8 MILE
 LN0651'TO FORKS.  TAKE MIDDLE FORK AND KEEP TO MAIN TRACK ROAD S AND S
 LN0651'SOUTHWESTERLY 1.0 MILE.  TAKE LEFT FORK AND GO S AND EASTERLY ON MAIN
 LN0651'TRACK ROAD 3.95 MILES.  TAKE LEFT FORK TO TOP OF MESA AND CONTINUE
 LN0651'ALONG TOP OF MESA TO SADDLE (TOTAL OF 1.0 MILE) TO END OF TRUCK
 LN0651'TRAVEL.  FROM HERE PACK EASTERLY (5-MINUTE PACK) DOWN INTO SADDLE AND
 LN0651'THEN TO TOP OF CONE AND STATION.
 LN0651'
 LN0651'THE STATION IS MARKED BY STANDARD DISKS IN CONCRETE.  UPPER MARK
 LN0651'PROJECTS 2 INCHES ABOVE GROUND.  REFERENCE MARKS ESTABLISHED IN 1931
 LN0651'ARE STANDARD DISKS IN CEMENT, PLACED IN UPPER ENDS OF 4-INCH
 LN0651'GALVANIZED IRON PIPES WHICH PROJECT 8 INCHES ABOVE GROUND, AND ARE
 LN0651'SURROUNDED BY SMALL MOUNDS OF STONES AND SAND.
 LN0651'
 LN0651'REFERENCE MARK NO. 1 (AZIMUTH MARK, 1936) IS ON HIGHEST KNOLL WEST OF
 LN0651'STATION, AND DISTANT ABOUT 1/4 MILE N 73 DEG 31 MIN W.  IN 1936 IT
 LN0651'PROJECTED 2 INCHES.
 LN0651'
 LN0651'REFERENCE MARK NO. 2 IS ON THE SAME BUTTE AS STATION, AND 5.073 METERS
 LN0651'(16.64 FEET) THERE FROM N 27 DEG 58 MIN W.  IN 1936 IT PROJECTED 2
 LN0651'INCHES.
 LN0651'
 LN0651'REFERENCE MARK NO. 1 (1936) IS STANDARD DISK IN PIPE PROJECTING 4
 LN0651'INCHES ABOVE GROUND, AND 5.612 METERS (18.41 FEET) SOUTHWEST OF
 LN0651'STATION S 37 DEG 57 MIN W.  DISTANCE BETWEEN REFERENCE MARKS IS 29.18
 LN0651'FEET.  BEARING FROM STATION TO NEEDLE ROCK, DISTANT 8 MILES, IS S 76
 LN0651'DEG 50 MIN E. AND TO CAIRN ON SMALL SQUARE BUTTE (ON RANGE WITH GAP)
 LN0651'IS S 13 DEG 53 MIN W.
 LN0651'
 LN0651'THE STATION IS AT SITE OF STATION CONE (U.S.G.S.), THE MARK OF WHICH
 LN0651'STATION, DISK AND SMALL STONE WAS FOUND LYING ON SURFACE OF GROUND.
 LN0651
 LN0651                          STATION RECOVERY (1937)
 LN0651
 LN0651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LN0651'STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.  HOWEVER,
 LN0651'THE STATION KNOLL IS UNDERGOING A RAPID PROCESS OF EROSION AND CAN AT
 LN0651'PRESENT JUST ACCOMODATE AN OBSERVING TENT.
 LN0651'
 LN0651'THE STATION IS 7.0 MILES, AIR LINE, NORTHWEST OF OURAY AND 9.0 MILES
 LN0651'SOUTHWEST OF RANDLETT.  IT IS ON A CONE-SHAPED BUTTE AT THE SE END OF
 LN0651'LELAND BENCH.  STATION MARK PROJECTS 2 INCHES.
 LN0651'
 LN0651'REFERENCE MARK 1 (1936) IS SOUTHWEST OF STATION AND PROJECTS 4 INCHES.
 LN0651'IT WAS RECOVERED AS DESCRIBED.
 LN0651'
 LN0651'REFERENCE MARK 2 (1931) IS SET AS DESCRIBED.  IT WAS RECOVERED IN GOOD
 LN0651'CONDITION, IS LOCATED NORTH-NORTHWEST OF THE STATION, AND PROJECTS 2
 LN0651'INCHES.
 LN0651'
 LN0651'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND IS REFERENCE MARK 1
 LN0651'(1931).  IT IS WEST-NORTHWEST OF STATION ON HIGHEST POINT OF KNOLL TO
 LN0651'WEST OF STATION.
 LN0651'
 LN0651'THE MARK IS IN EXCELLENT CONDITION AND IS SURROUNDED WITH SMALL
 LN0651'STAKES.  IT PROJECTS 2 INCHES.
 LN0651'
 LN0651'STATION IS REACHED FROM SOUTHWEST CORNER OF FORT DUCHESNE BY DRIVING S
 LN0651'ON GRADED DIRT ROAD FOR 5.85 MILES TO A BRIDGE OVER THE UINTA RIVER.
 LN0651'CONTINUE S FOR 0.2 MILE TO A FORKS WITH A TRACK ROAD.  TURN LEFT OR SE
 LN0651'ON TRACK ROAD AND GO 0.6 MILE TO A FORK.  TAKE RIGHT FORK FOR 0.05
 LN0651'MILE TO A FORK, TAKE RIGHT FORK UPHILL FOR 1.4 MILES TO A FORK.  TAKE
 LN0651'EITHER FORK AND CONTINUE S 0.8 MILE TO A FORK.  TAKE MIDDLE FORK AND
 LN0651'AFTER THAT KEEP MAIN TRACK ROAD S AND SW FOR 1.0 MILE TO A FORK.  TAKE
 LN0651'LEFT FORK AND GO S AND E ON MAIN TRACK ROAD FOR 3.95 MILES TO A FORK.
 LN0651'TAKE LEFT FORK TO TOP OF MESA AND CONTINUE ALONG TOP OF MESA TO A
 LN0651'SADDLE, A TOTAL DISTANCE OF 1.0 MILE, AND END OF TRUCK TRAVEL.  PACK E
 LN0651'DOWN INTO SADDLE AND THEN TO TOP OF CONE AND STATION.  FIVE MINUTES
 LN0651'PACK.
 LN0651'
 LN0651'LIGHTS WERE SHOWN FROM THIS STATION BUT IT WAS NOT OCCUPIED.
 LN0651
 LN0651                          STATION RECOVERY (1947)
 LN0651
 LN0651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LN0651'STATION AND ALL MARKS WERE FOUND AS PREVIOUSLY DESCRIBED AND IN GOOD
 LN0651'CONDITION WITH THE EXCEPTION OF DISTANCES TO REFERENCE MARKS.  THE
 LN0651'CORRECT DISTANCES ARE GIVEN BELOW.
 LN0651'
 LN0651'STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF RANDLET, 7 MILES
 LN0651'NORTHWEST OF OURAY, ON A CONE-SHAPED BUTTE AT SOUTHEAST END OF LELAND
 LN0651'BENCH, AND IN SW 1/4 SEC. 30, T. 4 S, R. 1 E.  THE MARK PROJECTS 3
 LN0651'INCHES AND IS STAMPED--CONE 1931 36.
 LN0651'
 LN0651'REFERENCE MARK NO. 1 IS STAMPED--CONE NO 1 1936, IS 3 FEET LOWER THAN
 LN0651'STATION MARK, AND PROJECTS 6 INCHES.
 LN0651'
 LN0651'REFERENCE MARK NO. 2 IS STAMPED--CONE NO 2 1931 36, IS 2 FEET LOWER
 LN0651'THAN STATION MARK, AND PROJECTS 8 INCHES.
 LN0651'
 LN0651'AZIMUTH MARK IS A REFERENCE MARK STAMPED--CONE 1931 NO 1.  IT IS ON
 LN0651'THE HIGHEST PART OF THE RIDGE, 25 FEET SOUTH OF CENTER LINE OF ROAD
 LN0651'LEADING TO STATION, AND PROJECTS 8 INCHES.
 LN0651'
 LN0651'TO REACH FROM CROSSROADS AT SOUTHWEST CORNER OF FORT DUCHESNE, GO
 LN0651'SOUTH ON STATE HIGHWAY 88 FOR 3.75 MILES TO A CROSSROAD WHERE HIGHWAY
 LN0651'88 TURNS EAST.  CONTINUE STRAIGHT AHEAD, SOUTH, ON GRADED ROAD FOR 1.8
 LN0651'MILES TO BRIDGE OVER DUCHESNE RIVER.  CONTINUE ON GRADED ROAD FOR 0.2
 LN0651'MILE TO FORK.  TURN LEFT ON TRACK ROAD AND GO 0.6 MILE TO FORK, AT TOP
 LN0651'OF SMALL RISE, (FOUR FORKS CAN BE SEEN A SHORT DISTANCE FURTHER ON).
 LN0651'TURN RIGHT AND GO 0.2 MILE TO JUNCTION WITH ANOTHER ROAD.  KEEP RIGHT
 LN0651'AND FOLLOW MAIN TRAVELED ROAD FOR 6.7 MILES TO FORK.  LEAVE MAIN TRACK
 LN0651'ROAD AND GO LEFT ON DIM ROAD TO TOP OF RIDGE, THEN ALONG RIDGE FOR A
 LN0651'TOTAL DISTANCE OF 0.9 MILE (AT THIS POINT THE AZIMUTH MARK IS AS
 LN0651'DESCRIBED ABOVE).  CONTINUE 0.1 MILE TO END OF TRUCK TRAVEL.  FROM
 LN0651'HERE PACK EAST, DOWN INTO SADDLE, THEN TO TOP OF CONE-SHAPED HILL AND
 LN0651'STATION AS DESCRIBED.  A FIVE-MINUTE PACK.
 LN0651'
 LN0651'OBSERVATIONS MADE FROM A 1.26 M TRIPOD.
 LN0651
 LN0651                          STATION RECOVERY (1963)
 LN0651
 LN0651'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LN0651'DESCRIBED IN U.S. CGS DESCRIPTION LIST 40109-3, STATION 1004.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0461 ***********************************************************************
 KO0461  DESIGNATION -  CONFUSION
 KO0461  PID         -  KO0461
 KO0461  STATE/COUNTY-  UT/MILLARD
 KO0461  COUNTRY     -  US
 KO0461  USGS QUAD   -  BIG HORSESHOE (2017)
 KO0461
 KO0461                         *CURRENT SURVEY CONTROL
 KO0461  ______________________________________________________________________
 KO0461* NAD 83(1994) POSITION- 39 26 17.81079(N) 113 43 11.74942(W)   ADJUSTED
 KO0461* NAVD 88 ORTHO HEIGHT -  2194.9   (meters)     7201.    (feet) VERTCON3
 KO0461  ______________________________________________________________________
 KO0461  GEOID HEIGHT    -        -19.637 (meters)                     GEOID18
 KO0461  LAPLACE CORR    -         -5.29  (seconds)                    DEFLEC18
 KO0461  HORZ ORDER      -  THIRD
 KO0461
 KO0461.The horizontal coordinates were established by classical geodetic methods
 KO0461.and adjusted by the National Geodetic Survey in November 1997.
 KO0461
 KO0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0461
 KO0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0461.GEOID18 height accuracy estimate available here.
 KO0461
 KO0461.Click photographs - Photos may exist for this station.
 KO0461
 KO0461.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0461
 KO0461. The following values were computed from the NAD 83(1994) position.
 KO0461
 KO0461;                    North         East     Units Scale Factor Converg.
 KO0461;SPC UT C     - 2,125,041.351   308,921.834   MT  0.99992265   -1 25 19.3
 KO0461;SPC UT C     - 6,971,906.50  1,013,521.05   sFT  0.99992265   -1 25 19.3
 KO0461;UTM  12      - 4,368,945.872   265,919.227   MT  1.00027469   -1 43 43.0
 KO0461
 KO0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0461!SPC UT C     -   0.99965885  x   0.99992265  =   0.99958152
 KO0461!UTM  12      -   0.99965885  x   1.00027469  =   0.99993344
 KO0461
 KO0461:                Primary Azimuth Mark                     Grid Az
 KO0461:SPC UT C     -  PARTOUN                                  350 53 46.0
 KO0461:UTM  12      -  PARTOUN                                  351 12 09.7
 KO0461
 KO0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ6591968945(NAD 83)
 KO0461
 KO0461|---------------------------------------------------------------------|
 KO0461| PID    Reference Object                     Distance      Geod. Az  |
 KO0461|                                                           dddmmss.s |
 KO0461| KO0480 PARTOUN                             APPROX.11.1 KM 3492826.7 |
 KO0461|---------------------------------------------------------------------|
 KO0461
 KO0461                          SUPERSEDED SURVEY CONTROL
 KO0461
 KO0461  NAD 83(1986)-  39 26 17.80533(N)    113 43 11.74771(W) AD(       ) 3
 KO0461  NAD 27      -  39 26 18.00200(N)    113 43 08.79519(W) AD(       ) 3
 KO0461  NGVD 29 (07/19/86) 2193.7    (m)         7197.     (f) VERT ANG       
 KO0461
 KO0461.Superseded values are not recommended for survey control.
 KO0461
 KO0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0461.See file dsdata.pdf to determine how the superseded data were derived.
 KO0461
 KO0461_MARKER: DD = SURVEY DISK
 KO0461_SETTING: 66 = SET IN ROCK OUTCROP
 KO0461_STAMPING: CONFUSION 1958
 KO0461_MARK LOGO: USGS
 KO0461_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0461+STABILITY: POSITION/ELEVATION WELL
 KO0461
 KO0461  HISTORY     - Date     Condition        Report By
 KO0461  HISTORY     - 1958     MONUMENTED       USGS
 KO0461
 KO0461                          STATION DESCRIPTION
 KO0461
 KO0461'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 KO0461'LOCATED ABOUT 20.0 MI. SW. OF TROUT CREEK, 15.0 MI. W. OF GANDY, AND
 KO0461'12.0 MI. NW. FROM TULE SPRING, AND 3.0 MI. N. OF INDIAN PASS, ON THE
 KO0461'HIGHEST POINT OF TOP, IN THE CONFUSION RANGE.
 KO0461'
 KO0461'TO REACH FROM HINCKLEY POST OFFICE, DRIVE N. FOR 0.3 MI. TO U.S.
 KO0461'HIGHWAY 6, TURN LEFT (W. AND SW.) ON U.S. HIGHWAY 6 FOR 51.9 MI. TO
 KO0461'GRAVEL SIDE RD. RIGHT, TURN RIGHT (N.) FOR 13.2 MI. TO CROSSROADS,
 KO0461'TURN LEFT (W.) AND FOLLOW WELL GRADED RD. FOR 12.0 MI. TO RD. FORKS
 KO0461'TO N., TAKE RIGHT FORK AND FOLLOW GRADED RD. 2.2 MI. TO RD. FORKS,
 KO0461'TAKE LEFT FORK ON TRACK RD. AND FOLLOW RD. FOR 5.6 MI. TO RD. FORKS,
 KO0461'TAKE RIGHT FORK AND CONTINUE ON TRACK RD. FOR 2.5 MI. TO DIM RD.
 KO0461'FORKS, TAKE DIM RD. TO RIGHT AND FOLLOW OLD RD. UP RIDGE TO FOOT OF
 KO0461'RIDGE. LEAVE TRUCK AND PACK E. UP RIDGE TO SUMMIT.  AT SUMMIT OF
 KO0461'RIDGE, TURN RIGHT AND FOLLOW RIDGE TO HIGHEST POINT AND STATION.
 KO0461'ABOUT 1 HOUR PACK.
 KO0461'
 KO0461'STATION MARK--STANDARD TABLET, STAMPED ---CONFUSION 1958---, CEMENTED
 KO0461'IN DRILL HOLE IN ROCK LEVEL WITH GROUND.
 KO0461'
 KO0461'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, CEMENTED IN DRILL HOLE
 KO0461'IN ROCK, 19.89 FT. FROM STATION MARK, S 62 DEG 02 MIN W.
 KO0461'
 KO0461'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, CEMENTED IN DRILL HOLE
 KO0461'IN ROCK, 17.10 FT. FROM STATION MARK, N 25 DEG 09 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0353 ***********************************************************************
 JN0353  DESIGNATION -  CONVULSION
 JN0353  PID         -  JN0353
 JN0353  STATE/COUNTY-  UT/SEVIER
 JN0353  COUNTRY     -  US
 JN0353  USGS QUAD   -  OLD WOMAN PLATEAU (2017)
 JN0353
 JN0353                         *CURRENT SURVEY CONTROL
 JN0353  ______________________________________________________________________
 JN0353* NAD 83(1994) POSITION- 38 51 46.63993(N) 111 22 30.22912(W)   ADJUSTED
 JN0353* NAVD 88 ORTHO HEIGHT -  2641.3   (meters)     8666.    (feet) VERTCON3
 JN0353  ______________________________________________________________________
 JN0353  GEOID HEIGHT    -        -17.450 (meters)                     GEOID18
 JN0353  LAPLACE CORR    -        -12.65  (seconds)                    DEFLEC18
 JN0353  HORZ ORDER      -  SECOND
 JN0353
 JN0353.The horizontal coordinates were established by classical geodetic methods
 JN0353.and adjusted by the National Geodetic Survey in November 1997.
 JN0353
 JN0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0353
 JN0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0353.GEOID18 height accuracy estimate available here.
 JN0353
 JN0353.Click photographs - Photos may exist for this station.
 JN0353
 JN0353.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0353
 JN0353. The following values were computed from the NAD 83(1994) position.
 JN0353
 JN0353;                    North         East     Units Scale Factor Converg.
 JN0353;SPC UT C     - 2,058,807.603   510,844.080   MT  1.00004148   +0 04 48.1
 JN0353;SPC UT C     - 6,754,604.61  1,675,994.29   sFT  1.00004148   +0 04 48.1
 JN0353;UTM  12      - 4,301,635.619   467,459.974   MT  0.99961304   -0 14 07.2
 JN0353
 JN0353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0353!SPC UT C     -   0.99958849  x   1.00004148  =   0.99962996
 JN0353!UTM  12      -   0.99958849  x   0.99961304  =   0.99920169
 JN0353
 JN0353:                Primary Azimuth Mark                     Grid Az
 JN0353:SPC UT C     -  CONVULSION AZ MK                         292 52 36.9
 JN0353:UTM  12      -  CONVULSION AZ MK                         293 11 32.2
 JN0353
 JN0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ6745901635(NAD 83)
 JN0353
 JN0353|---------------------------------------------------------------------|
 JN0353| PID    Reference Object                     Distance      Geod. Az  |
 JN0353|                                                           dddmmss.s |
 JN0353| CM5371 CONVULSION RM 1                       9.678 METERS 19004     |
 JN0353| CM5372 CONVULSION RM 2                       5.575 METERS 26204     |
 JN0353| CM5370 CONVULSION AZ MK                                   2925725.0 |
 JN0353|---------------------------------------------------------------------|
 JN0353
 JN0353                          SUPERSEDED SURVEY CONTROL
 JN0353
 JN0353  NAD 83(1986)-  38 51 46.63158(N)    111 22 30.22402(W) AD(       ) 2
 JN0353  NAD 27      -  38 51 46.73000(N)    111 22 27.57000(W) AD(       ) 2
 JN0353  NGVD 29 (07/19/86) 2640.0    (m)         8661.     (f) VERT ANG       
 JN0353
 JN0353.Superseded values are not recommended for survey control.
 JN0353
 JN0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0353.See file dsdata.pdf to determine how the superseded data were derived.
 JN0353
 JN0353_MARKER: DS = TRIANGULATION STATION DISK
 JN0353_SETTING: 66 = SET IN ROCK OUTCROP
 JN0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0353+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2015
 JN0353
 JN0353  HISTORY     - Date     Condition        Report By
 JN0353  HISTORY     - 1938     MONUMENTED       CGS
 JN0353  HISTORY     - 20151109 GOOD             INDIV
 JN0353
 JN0353                          STATION DESCRIPTION
 JN0353
 JN0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JN0353'ABOUT 6-1/2 MILES AIRLINE W AND 4 MILES S OF EMERY ON HIGHEST
 JN0353'POINT OF A TIMBERED RIDGE, WHICH HAS VERTICAL CLIFFS ON N, E,
 JN0353'AND S.  THIS RIDGE IS KNOWN LOCALLY AS SALERATUS RIDGE AND IS
 JN0353'DIVIDE BETWEEN CONVULSION CREEK ON N AND SALERATUS CREEK ON S,
 JN0353'IN T 22 S, R 5 E.  STATION IS ON S END OF RIDGE, ABOUT 30 YARDS
 JN0353'E OF W EDGE, 125 YARDS W OF E EDGE, 50 YARDS FROM S RIMROCK.
 JN0353'
 JN0353'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 JN0353'SET IN OUTCROPPING BEDROCK AS DESCRIBED.
 JN0353'
 JN0353'STATION IS REACHED FROM POST OFFICE IN EMERY BY GOING W ON UTAH
 JN0353'10, 0.2 MILE.  THEN S AND SW ON UTAH 10, 15.5 MILES TO A GRADED
 JN0353'DIRT ROAD LEADING L AT SIGN (FISH LAKE 45).  KEEP R ON UTAH
 JN0353'10, 3.5 MILES TO STATE HIGHWAY STORAGE SHED ON R.  CONTINUE ON
 JN0353'UTAH 10, 1.85 MILES TO A PLAIN TRACK ROAD LEADING R.  TURN R
 JN0353'ON TRACK ROAD AND FOLLOW MAIN-TRAVELED ROAD EASTERLY UP STEEP
 JN0353'GRADE 0.6 MILE TO TOP OF GRADE AND FORK.  KEEP L FORK, GO 1.0
 JN0353'MILE TO FORK.  TAKE R FORK AND GO 0.55 MILE TO FORK.  TAKE L
 JN0353'FORK AND GO 0.5 MILE TO FORK AND SIGN MILL HOLLOW SPRING 1/2
 JN0353'MILE.  TAKE L FORK AND GO 0.4 MILE TO A FORK.  TAKE L FORK
 JN0353'AND GO 2.35 MILES TO FORK AT SIGN TROUGH HOLLOW.  TURN R
 JN0353'AROUND HEAD ON CANYON AND FOLLOW MAIN-TRAVELED ROAD 2.8 MILES TO
 JN0353'FORK AT HEAD OF, AND SIGN.  SALERATUS CREEK.  TAKE R FORK,
 JN0353'DOUBLING BACK ON OPPOSITE SIDE OF CANYON, AND GO 1.55 MILES TO
 JN0353'TOP OF DIVIDE.  CONTINUE ABOUT 50 YARDS TO A VERY DIM TRACK
 JN0353'ROAD LEADING R.  TURN R ON DIM TRACK ROAD AND GO 1.0 MILE TO
 JN0353'THREE, SMALL, BLAZED ASPEN TREES IN A DRAW.  TRUCK CAN BE
 JN0353'DRIVEN 0.8 MILE FURTHER BY GOING R, THRU POLE FENCE TO TOP
 JN0353'OF RIDGE.  THEN L, NE, FOLLOWING WELL-DEFINED TRACK ROAD TO NE
 JN0353'CORNER OF PLATEAU AND END OF TRUCK TRAVEL.  FROM END OF TRUCK
 JN0353'TRAVEL, FOLLOW TRAIL NE ACROSS SMALL SADDLE TO NEXT PLATEAU.
 JN0353'THEN FOLLOW TRAILS EASTERLY ALONG RIM TO E CORNER OF PLATEAU,
 JN0353'AT A BRUSH CORRAL.  CONTINUE NORTHEASTERLY ACROSS LARGE SADDLE
 JN0353'AT HEAD OF CANYON TO TOP OF SECOND PLATEAU.  THEN EASTERLY
 JN0353'ACROSS PLATEAU TO ANOTHER LARGE SADDLE.  CROSS SADDLE FOLLOWING TRAIL
 JN0353'WHICH KEEPS TO L SIDE OF, AND BELOW, RIM.  FROM NE END OF SADDLE
 JN0353'STATION SITE IS 92 DEG MAGNETIC, ON MOST SOUTHERN AND HIGHEST
 JN0353'POINT OF RIDGE ABOUT 1.0 MILE E ACROSS DEEP CANYON.  FROM
 JN0353'SADDLE CLIMB NE TO TOP OF RIDGE AND THEN DROP DOWN IN VALLEY
 JN0353'AND FOLLOW TRAIL UP VALLEY TO ITS HEAD AT EDGE OF RIM. TURN R
 JN0353'ON TRAIL AND GO ABOUT 100 YARDS TO A TRIANGLE BLAZE ON A PINE
 JN0353'TREE AND AZIMUTH MARK, WHICH IS ABOUT 8 FEET W OF RIM.
 JN0353'CONTINUE SE ALONG RIM TO HIGHEST POINT AND STATION.  IT IS A 2
 JN0353'3/4-HOUR PACK.
 JN0353
 JN0353                          STATION RECOVERY (2015)
 JN0353
 JN0353'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (JKM)
 JN0353'MOSTLY GOOD FOR GPS OBSERVATION.  THERE IS A TREE BRANCH PARTIALLY
 JN0353'OVERHANGING THE POINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0639 ***********************************************************************
 LQ0639  DESIGNATION -  COOK
 LQ0639  PID         -  LQ0639
 LQ0639  STATE/COUNTY-  UT/TOOELE
 LQ0639  COUNTRY     -  US
 LQ0639  USGS QUAD   -  FERBER PEAK SE (2018)
 LQ0639
 LQ0639                         *CURRENT SURVEY CONTROL
 LQ0639  ______________________________________________________________________
 LQ0639* NAD 83(1994) POSITION- 40 00 18.24357(N) 114 02 46.99047(W)   ADJUSTED
 LQ0639* NAVD 88 ORTHO HEIGHT -  1672.7   (meters)     5488.    (feet) VERTCON3
 LQ0639  ______________________________________________________________________
 LQ0639  GEOID HEIGHT    -        -19.063 (meters)                     GEOID18
 LQ0639  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 LQ0639  HORZ ORDER      -  SECOND
 LQ0639
 LQ0639.The horizontal coordinates were established by classical geodetic methods
 LQ0639.and adjusted by the National Geodetic Survey in November 1997.
 LQ0639
 LQ0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0639
 LQ0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0639.GEOID18 height accuracy estimate available here.
 LQ0639
 LQ0639.Click photographs - Photos may exist for this station.
 LQ0639
 LQ0639.The Laplace correction was computed from DEFLEC18 derived deflections.
 LQ0639
 LQ0639. The following values were computed from the NAD 83(1994) position.
 LQ0639
 LQ0639;                    North         East     Units Scale Factor Converg.
 LQ0639;SPC UT C     - 2,188,688.481   282,620.744   MT  0.99990321   -1 37 52.2
 LQ0639;SPC UT C     - 7,180,722.12    927,231.56   sFT  0.99990321   -1 37 52.2
 LQ0639;UTM  11      - 4,432,499.265   752,120.535   MT  1.00038260   +1 53 59.1
 LQ0639;UTM  12      - 4,432,766.108   239,959.117   MT  1.00043254   -1 57 34.1
 LQ0639
 LQ0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0639!SPC UT C     -   0.99974064  x   0.99990321  =   0.99964388
 LQ0639!UTM  11      -   0.99974064  x   1.00038260  =   1.00012314
 LQ0639!UTM  12      -   0.99974064  x   1.00043254  =   1.00017307
 LQ0639
 LQ0639:                Primary Azimuth Mark                     Grid Az
 LQ0639:SPC UT C     -  REDDISH                                  275 38 43.7
 LQ0639:UTM  11      -  REDDISH                                  272 06 52.4
 LQ0639:UTM  12      -  REDDISH                                  275 58 25.6
 LQ0639
 LQ0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE5212032499(NAD 83)
 LQ0639
 LQ0639|---------------------------------------------------------------------|
 LQ0639| PID    Reference Object                     Distance      Geod. Az  |
 LQ0639|                                                           dddmmss.s |
 LQ0639| DC9995 COOK RM 1                             9.413 METERS 05105     |
 LQ0639| LQ0641 REDDISH                             APPROX. 7.2 KM 2740051.5 |
 LQ0639| LQ0637 BOUNDARY MON 91 M 35 CH NV UT        36.235 METERS 29503     |
 LQ0639|---------------------------------------------------------------------|
 LQ0639
 LQ0639                          SUPERSEDED SURVEY CONTROL
 LQ0639
 LQ0639  NAD 83(1986)-  40 00 18.23722(N)    114 02 46.99068(W) AD(       ) 2
 LQ0639  NAD 27      -  40 00 18.46100(N)    114 02 43.97700(W) AD(       ) 2
 LQ0639  NGVD 29 (07/19/86) 1671.6    (m)         5484.     (f) VERT ANG       
 LQ0639
 LQ0639.Superseded values are not recommended for survey control.
 LQ0639
 LQ0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0639.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0639
 LQ0639_MARKER: DS = TRIANGULATION STATION DISK
 LQ0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0639_STAMPING: COOK 1944
 LQ0639_MARK LOGO: CGS
 LQ0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0639+STABILITY: SURFACE MOTION
 LQ0639
 LQ0639  HISTORY     - Date     Condition        Report By
 LQ0639  HISTORY     - 1944     MONUMENTED       CGS
 LQ0639  HISTORY     - 1953     GOOD             FAS
 LQ0639
 LQ0639                          STATION DESCRIPTION
 LQ0639
 LQ0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 LQ0639'STATION IS LOCATED ABOUT 3 MILES (AIR LINE) SW OF IBAPAH AND
 LQ0639'20.5 MILES (BY ROAD) NE OF THE TIPPETT RANCH IN ANTELOPE VALLEY.
 LQ0639'
 LQ0639'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE CYLINDER
 LQ0639'PROJECTING 2 INCHES ABOVE THE GROUND AND IS STAMPED COOK 1944.
 LQ0639'IT IS ON THE S END OF A LOW LIGHT-COLORED KNOLL ABOUT 1/2 MILE
 LQ0639'N OF WHERE HIGHWAY CROSSES STATE LINE AND 147 FEET E OF TRACK ROAD
 LQ0639'IN WASH.
 LQ0639'
 LQ0639'REFERENCE MARK 1 IS A BRONZE STATION DISK SET IN A CONCRETE
 LQ0639'CYLINDER PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS STAMPED COOK
 LQ0639'NO 1 1944.
 LQ0639'
 LQ0639'REFERENCE MARK 2 IS A GENERAL LAND OFFICE BRASS CAP RIVETED TO
 LQ0639'A 2-3/4-INCH IRON PIPE PROJECTING 14 INCHES ABOVE THE GROUND.
 LQ0639'IT IS STAMPED 91 M + 35 CH 1918 N U.
 LQ0639'
 LQ0639'STATION REDDISH SERVES AS AN AZIMUTH MARK.
 LQ0639'
 LQ0639'TO REACH STATION FROM IBAPAH, GO SW ON HIGHWAY FOR 5.5 MILES TO
 LQ0639'THE UTAH-NEVADA STATE LINE.  HERE TURN SHARP RIGHT AND GO N ON
 LQ0639'TRACK ROAD UP A WASH FOR 0.2 MILE.  HERE TURN E THEN S TO TOP
 LQ0639'OF LOW KNOLL AND STATION.
 LQ0639'
 LQ0639'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METERS.
 LQ0639
 LQ0639                          STATION RECOVERY (1953)
 LQ0639
 LQ0639'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1953 (GCF)
 LQ0639'RECOVERED STATION MARK AND REFERENCE MARK 1 IN GOOD CONDITION.
 LQ0639'PUBLISHED DESCRIPTION IS ADEQUATE FOR RECOVERY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0802 ***********************************************************************
 HN0802  DESIGNATION -  CORNER
 HN0802  PID         -  HN0802
 HN0802  STATE/COUNTY-  UT/KANE
 HN0802  COUNTRY     -  US
 HN0802  USGS QUAD   -  WEST CLARK BENCH (2017)
 HN0802
 HN0802                         *CURRENT SURVEY CONTROL
 HN0802  ______________________________________________________________________
 HN0802* NAD 83(1994) POSITION- 37 00 38.15007(N) 111 57 06.53730(W)   ADJUSTED
 HN0802* NAVD 88 ORTHO HEIGHT -  1692.2   (meters)     5552.    (feet) VERTCON3
 HN0802  ______________________________________________________________________
 HN0802  GEOID HEIGHT    -        -22.689 (meters)                     GEOID18
 HN0802  LAPLACE CORR    -         -4.02  (seconds)                    DEFLEC18
 HN0802  HORZ ORDER      -  THIRD
 HN0802
 HN0802.The horizontal coordinates were established by classical geodetic methods
 HN0802.and adjusted by the National Geodetic Survey in November 1997.
 HN0802
 HN0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0802
 HN0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0802.GEOID18 height accuracy estimate available here.
 HN0802
 HN0802.Click photographs - Photos may exist for this station.
 HN0802
 HN0802.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0802
 HN0802. The following values were computed from the NAD 83(1994) position.
 HN0802
 HN0802;                    North         East     Units Scale Factor Converg.
 HN0802;SPC UT S     - 3,038,268.059   459,787.171   MT  1.00004172   -0 16 36.6
 HN0802;SPC UT S     - 9,968,051.12  1,508,485.08   sFT  1.00004172   -0 16 36.6
 HN0802;UTM  12      - 4,096,471.371   415,321.835   MT  0.99968833   -0 34 22.8
 HN0802
 HN0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0802!SPC UT S     -   0.99973807  x   1.00004172  =   0.99977978
 HN0802!UTM  12      -   0.99973807  x   0.99968833  =   0.99942648
 HN0802
 HN0802:                Primary Azimuth Mark                     Grid Az
 HN0802:SPC UT S     -  DUFFER                                   218 51 19.3
 HN0802:UTM  12      -  DUFFER                                   219 09 05.5
 HN0802
 HN0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF1532196471(NAD 83)
 HN0802
 HN0802|---------------------------------------------------------------------|
 HN0802| PID    Reference Object                     Distance      Geod. Az  |
 HN0802|                                                           dddmmss.s |
 HN0802| GQ0272 DUFFER                              APPROX. 8.9 KM 2183442.7 |
 HN0802|---------------------------------------------------------------------|
 HN0802
 HN0802                          SUPERSEDED SURVEY CONTROL
 HN0802
 HN0802  NAD 83(1986)-  37 00 38.14558(N)    111 57 06.53934(W) AD(       ) 3
 HN0802  NAD 27      -  37 00 38.20131(N)    111 57 03.88981(W) AD(       ) 3
 HN0802  NGVD 29 (07/19/86) 1691.2    (m)         5549.     (f) VERT ANG       
 HN0802
 HN0802.Superseded values are not recommended for survey control.
 HN0802
 HN0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0802.See file dsdata.pdf to determine how the superseded data were derived.
 HN0802
 HN0802_MARKER: DD = SURVEY DISK
 HN0802_SETTING: 80 = SET IN A BOULDER
 HN0802_STAMPING: CORNER 1954
 HN0802_MARK LOGO: USGS
 HN0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0802+STABILITY: SURFACE MOTION
 HN0802
 HN0802  HISTORY     - Date     Condition        Report By
 HN0802  HISTORY     - 1954     MONUMENTED       USGS
 HN0802
 HN0802                          STATION DESCRIPTION
 HN0802
 HN0802'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HN0802'LOCATED 21.5 MI N. OF U.S. HWY. 89, 17 MI NW. OF JOES RANCH, 16
 HN0802'MI NNW. OF JARVIS RANCH.  TOWARDS WEST END OF PROMINENT, RED
 HN0802'SANDSTONE BUTTE KNOWN LOCALLY AS STEAMBOAT ROCK, ON SOUTH RIM OF
 HN0802'SANDY GULCH.  ON TOP OF PINNACLE ABOUT CENTRALLY LOCATED AMONG
 HN0802'GROUP OF SIMILAR PINNACLES, ABOUT 3 FT E. OF AND 1.5 FT LOWER
 HN0802'THAN HIGHEST POINT OF TOP.
 HN0802'
 HN0802'REACHED BY HELICOPTER.  BUTTE ON WHICH STATION IS LOCATED CAN BE
 HN0802'CLIMBED FROM S.
 HN0802'
 HN0802'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---CORNER 1954---,
 HN0802'CEMENTED INTO DRILL HOLE IN SANDSTONE SET FLUSH WITH SURFACE.
 HN0802'
 HN0802'RM 1--COPPER NAIL AND WASHER CEMENTED INTO CRACK IN ROCK FORMING
 HN0802'HIGHEST POINT OF TOP.
 HN0802'
 HN0802'RM 2--COPPER NAIL AND WASHER CEMENTED INTO TOP OF DETACHED PART
 HN0802'OF PINNACLE 5 FT LOWER THAN STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1099 ***********************************************************************
 LO1099  DESIGNATION -  CORNER
 LO1099  PID         -  LO1099
 LO1099  STATE/COUNTY-  UT/WASATCH
 LO1099  COUNTRY     -  US
 LO1099  USGS QUAD   -  STRAWBERRY PEAK (2017)
 LO1099
 LO1099                         *CURRENT SURVEY CONTROL
 LO1099  ______________________________________________________________________
 LO1099* NAD 83(1994) POSITION- 40 00 01.38054(N) 110 59 39.15054(W)   ADJUSTED
 LO1099* NAVD 88 ORTHO HEIGHT -  2777.2   (meters)     9112.    (feet) VERTCON3
 LO1099  ______________________________________________________________________
 LO1099  GEOID HEIGHT    -        -15.783 (meters)                     GEOID18
 LO1099  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 LO1099  HORZ ORDER      -  THIRD
 LO1099  VERT ORDER      -  THIRD ? (See Below)
 LO1099
 LO1099.The horizontal coordinates were established by classical geodetic methods
 LO1099.and adjusted by the National Geodetic Survey in November 1997.
 LO1099
 LO1099.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1099
 LO1099.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1099.GEOID18 height accuracy estimate available here.
 LO1099
 LO1099.The vertical order pertains to the NGVD 29 superseded value.
 LO1099
 LO1099.Click photographs - Photos may exist for this station.
 LO1099
 LO1099.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1099
 LO1099. The following values were computed from the NAD 83(1994) position.
 LO1099
 LO1099;                    North         East     Units Scale Factor Converg.
 LO1099;SPC UT C     - 2,185,196.026   543,186.826   MT  0.99990297   +0 19 26.4
 LO1099;SPC UT C     - 7,169,263.96  1,782,105.44   sFT  0.99990297   +0 19 26.4
 LO1099;UTM  12      - 4,427,799.798   500,494.359   MT  0.99960000   +0 00 13.4
 LO1099
 LO1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1099!SPC UT C     -   0.99956699  x   0.99990297  =   0.99947000
 LO1099!UTM  12      -   0.99956699  x   0.99960000  =   0.99916716
 LO1099
 LO1099:                Primary Azimuth Mark                     Grid Az
 LO1099:SPC UT C     -  STRAWBERRY WEST                          008 34 59.3
 LO1099:UTM  12      -  STRAWBERRY WEST                          008 54 12.3
 LO1099
 LO1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK0049427799(NAD 83)
 LO1099
 LO1099|---------------------------------------------------------------------|
 LO1099| PID    Reference Object                     Distance      Geod. Az  |
 LO1099|                                                           dddmmss.s |
 LO1099| LO1097 STRAWBERRY WEST                     APPROX. 5.2 KM 0085425.7 |
 LO1099|---------------------------------------------------------------------|
 LO1099
 LO1099                          SUPERSEDED SURVEY CONTROL
 LO1099
 LO1099  NAD 83(1993)-  40 00 01.38055(N)    110 59 39.14830(W) AD(       ) 3
 LO1099  NAD 83(1986)-  40 00 01.36766(N)    110 59 39.14318(W) AD(       ) 3
 LO1099  NAD 27      -  40 00 01.52252(N)    110 59 36.55895(W) AD(       ) 3
 LO1099
 LO1099.Superseded values are not recommended for survey control.
 LO1099
 LO1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1099.See file dsdata.pdf to determine how the superseded data were derived.
 LO1099
 LO1099_MARKER: DD = SURVEY DISK
 LO1099_SETTING: 80 = SET IN A BOULDER
 LO1099_STAMPING: CORNER 1937 9107
 LO1099_MARK LOGO: USGS
 LO1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1099+STABILITY: SURFACE MOTION
 LO1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO1099+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2002
 LO1099
 LO1099  HISTORY     - Date     Condition        Report By
 LO1099  HISTORY     - 1937     MONUMENTED       USGS
 LO1099  HISTORY     - 1966     GOOD             USGS
 LO1099  HISTORY     - 20021019 GOOD             INDIV
 LO1099
 LO1099                          STATION DESCRIPTION
 LO1099
 LO1099'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 LO1099'SOLDIER SUMMIT, 5.5 MI. N., THENCE 3.9 MI. E. OF ON DIVIDE BETWEEN
 LO1099'RIGHT FORK OF WHITE RIVER AND HEAD OF TIMBER CANYON, ON TOP OF
 LO1099'PROMINENT GRASSY KNOLL, ABOUT 75 YDS. E. OF RD. AND 10 FT. E. OF
 LO1099'ABANDONED RD.
 LO1099'
 LO1099'TO REACH FROM SOLDIER SUMMIT POST OFFICE, GO SE. 0.5 MI., TAKE T-RD.
 LO1099'E., AT 1.0 MI. TAKE LEFT FORK THROUGH GATE, PASS HOUSE, GO UP WHITE
 LO1099'RIVER, INTERSECTING RD. NW. AND SE. ON TOP OF DIVIDE, AT 7.8 MI.,
 LO1099'TURN LEFT NW., AT 9.8 MI. LEAVE RD. AND TURN RIGHT (E.) TO TOP OF
 LO1099'KNOLL.
 LO1099'
 LO1099'STATION MARK--STANDARD TABLET, STAMPED ---CORNER 1937 9107---,
 LO1099'CEMENTED IN BOULDER SET IN EARTH.
 LO1099'
 LO1099'REFERENCE MARK NO. 1--A CHISELED POINT, ON TOP OF A SANDSTONE BOULDER
 LO1099'PROJECTING 0.5 FT. ABOVE GROUND.
 LO1099'
 LO1099'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, IN BLAZE ON W. SIDE OF
 LO1099'24 IN. PINE TREE.  TREE IN WHICH REFERENCE MARK NO. 2 WAS PLACED IS
 LO1099'DEAD AND LOOSE.
 LO1099
 LO1099                          STATION RECOVERY (1966)
 LO1099
 LO1099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LO1099'REFERENCE MARK NO. 1 WAS DESTROYED.  A NEW
 LO1099'MARK HAS BEEN SET.
 LO1099
 LO1099                          STATION RECOVERY (2002)
 LO1099
 LO1099'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WRJ)
 LO1099'STATION MARK RECOVERED. OTHER MARKS NOT SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0463 ***********************************************************************
 JN0463  DESIGNATION -  CORRAL
 JN0463  PID         -  JN0463
 JN0463  STATE/COUNTY-  UT/WAYNE
 JN0463  COUNTRY     -  US
 JN0463  USGS QUAD   -  ROBBERS ROOST FLATS (2017)
 JN0463
 JN0463                         *CURRENT SURVEY CONTROL
 JN0463  ______________________________________________________________________
 JN0463* NAD 83(1994) POSITION- 38 16 14.61325(N) 110 15 24.76299(W)   ADJUSTED
 JN0463* NAVD 88 ORTHO HEIGHT -  1993.9   (meters)     6542.    (feet) VERTCON3
 JN0463  ______________________________________________________________________
 JN0463  GEOID HEIGHT    -        -19.992 (meters)                     GEOID18
 JN0463  LAPLACE CORR    -          1.36  (seconds)                    DEFLEC18
 JN0463  HORZ ORDER      -  THIRD
 JN0463
 JN0463.The horizontal coordinates were established by classical geodetic methods
 JN0463.and adjusted by the National Geodetic Survey in November 1997.
 JN0463
 JN0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0463
 JN0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0463.GEOID18 height accuracy estimate available here.
 JN0463
 JN0463.Click photographs - Photos may exist for this station.
 JN0463
 JN0463.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0463
 JN0463. The following values were computed from the NAD 83(1994) position.
 JN0463
 JN0463;                    North         East     Units Scale Factor Converg.
 JN0463;SPC UT S     - 3,178,751.666   608,779.209   MT  0.99998730   +0 45 41.9
 JN0463;SPC UT S     -10,428,954.42  1,997,303.12   sFT  0.99998730   +0 45 41.9
 JN0463;UTM  12      - 4,236,114.421   565,003.919   MT  0.99965204   +0 27 37.0
 JN0463
 JN0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0463!SPC UT S     -   0.99969037  x   0.99998730  =   0.99967767
 JN0463!UTM  12      -   0.99969037  x   0.99965204  =   0.99934251
 JN0463
 JN0463:                Primary Azimuth Mark                     Grid Az
 JN0463:SPC UT S     -  HAPPY                                    181 29 23.3
 JN0463:UTM  12      -  HAPPY                                    181 47 28.2
 JN0463
 JN0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH6500336114(NAD 83)
 JN0463
 JN0463|---------------------------------------------------------------------|
 JN0463| PID    Reference Object                     Distance      Geod. Az  |
 JN0463|                                                           dddmmss.s |
 JN0463| JN0451 HAPPY                               APPROX. 5.5 KM 1821505.2 |
 JN0463|---------------------------------------------------------------------|
 JN0463
 JN0463                          SUPERSEDED SURVEY CONTROL
 JN0463
 JN0463  NAD 83(1986)-  38 16 14.60472(N)    110 15 24.76163(W) AD(       ) 3
 JN0463  NAD 27      -  38 16 14.66141(N)    110 15 22.27304(W) AD(       ) 3
 JN0463  NGVD 29 (07/19/86) 1992.8    (m)         6538.     (f) VERT ANG       
 JN0463
 JN0463.Superseded values are not recommended for survey control.
 JN0463
 JN0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0463.See file dsdata.pdf to determine how the superseded data were derived.
 JN0463
 JN0463_MARKER: DB = BENCH MARK DISK
 JN0463_STAMPING: 1953 CORRAL
 JN0463_MARK LOGO: USGS
 JN0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0463+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2021
 JN0463
 JN0463  HISTORY     - Date     Condition        Report By
 JN0463  HISTORY     - 1953     MONUMENTED       USGS
 JN0463  HISTORY     - 1953     GOOD             USGS
 JN0463  HISTORY     - 20210926 GOOD             INDIV
 JN0463
 JN0463                          STATION DESCRIPTION
 JN0463
 JN0463'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JN0463'LOCATED ABOUT 46 MI. S. OF GREEN RIVER 27 MI. ESE. OF HANKSVILLE 13
 JN0463'MI. NW. OF FORKS OF GREEN AND COLORADO RIVERS, ON E. END OF SMALL TOP
 JN0463'IN TIMBERED AREA N., OF TWIN CORRAL FLATS.  TO REACH FROM GREEN RIVER,
 JN0463'DRIVE W. FOR 4.2 MI. TO STATE HIGHWAY 24, TURN LEFT AND FOLLOW STATE
 JN0463'HIGHWAY 24 FOR 31.3 MI. TO 3 WAY RD. FORKS,TAKE LEFT FORK 0.6 MI.
 JN0463'TURN LEFT AND FOLLOW RD. TO TWIN CORRAL FLATS FOR 23.7 MI., TURN LEFT
 JN0463'AND CONTINUE ON TWIN CORRAL FLATS RD. FOR 16.6 MI. AT DRY WASH E. SIDE
 JN0463'OF TWIN CORRAL FLATS, LEAVE RD. AND DRIVE N. 1.0 MI. TO BASE OF SMALL
 JN0463'WOODED HILL, LEAVE TRUCK AND WALK 300 FT. N. TO TOP AND STATION.
 JN0463'
 JN0463'STATION MARK - STANDARD TABLET STAMPED --- CORRAL 1953---, ON 2 IN.
 JN0463'PIPE SET IN GROUND, 14 IN. ABOVE GROUND.
 JN0463'
 JN0463'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER SET IN SIDE OF SMALL TREE
 JN0463'8.97 FT. FROM STATION MARK, S 28 DEG 04 MIN W.
 JN0463'
 JN0463'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER SET IN SIDE OF SMALL TREE
 JN0463'93.12 FT. FROM STATION MARK, N 57 DEG 10 MIN W.
 JN0463'
 JN0463'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING
 JN0463'EXCEPTIONS, REFERENCE MARK NO.1 IS 8.40 FT. FROM STATION MARK INSTEAD
 JN0463'OF 8.97 FT., S 27 DEG 19 MIN W, INSTEAD OF S 27 DEG 28 MIN W,
 JN0463'AND REFERENCE MARK NO.2  IS N 57 DEG 15 MIN W,
 JN0463'INSTEAD OF N 57 DEG 10 MIN W.
 JN0463'
 JN0463'SIGNAL -RED FLAG ON POLE CENTERED OVER STATION MARK .
 JN0463
 JN0463                          STATION RECOVERY (2021)
 JN0463
 JN0463'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 JN0463'TO REACH FROM IH-70 IN UTAH, TAKE EXIT 149 AND GO SOUTH ON UT-24 FOR
 JN0463'24.5 MI (39.4 KM).  TURN LEFT ONTO CR1010 AND GO 24 MI (38.6 KM)
 JN0463'TOWARD HANS FLATS RANGER STATION.  AT THE INTERSECTION AT 24 MI (38.6
 JN0463'KM) TURN RIGHT ONTO CR114 AND GO 15.95 MI (25.66 KM).  THEN TURN LEFT
 JN0463'ONTO A TWO TRACK TRAIL AND GO 0.7 MI (1.1 KM) TO END OF VEHICLE
 JN0463'TRAVEL.  FROM HERE HIKE WEST ABOUT 2500 FT (762.0 M) TO THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0812 ***********************************************************************
 HN0812  DESIGNATION -  COTTAM
 HN0812  PID         -  HN0812
 HN0812  STATE/COUNTY-  UT/GARFIELD
 HN0812  COUNTRY     -  US
 HN0812  USGS QUAD   -  UPPER VALLEY (2017)
 HN0812
 HN0812                         *CURRENT SURVEY CONTROL
 HN0812  ______________________________________________________________________
 HN0812* NAD 83(1994) POSITION- 37 38 09.36808(N) 111 49 04.87389(W)   ADJUSTED
 HN0812* NAVD 88 ORTHO HEIGHT -  2626.3   (meters)     8616.    (feet) VERTCON3
 HN0812  ______________________________________________________________________
 HN0812  GEOID HEIGHT    -        -20.203 (meters)                     GEOID18
 HN0812  LAPLACE CORR    -          1.26  (seconds)                    DEFLEC18
 HN0812  HORZ ORDER      -  THIRD
 HN0812
 HN0812.The horizontal coordinates were established by classical geodetic methods
 HN0812.and adjusted by the National Geodetic Survey in November 1997.
 HN0812
 HN0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0812
 HN0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0812.GEOID18 height accuracy estimate available here.
 HN0812
 HN0812.Click photographs - Photos may exist for this station.
 HN0812
 HN0812.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0812
 HN0812. The following values were computed from the NAD 83(1994) position.
 HN0812
 HN0812;                    North         East     Units Scale Factor Converg.
 HN0812;SPC UT S     - 3,107,620.204   471,931.279   MT  0.99995462   -0 11 41.4
 HN0812;SPC UT S     -10,195,583.95  1,548,327.87   sFT  0.99995462   -0 11 41.4
 HN0812;UTM  12      - 4,165,737.196   427,825.755   MT  0.99966416   -0 29 58.3
 HN0812
 HN0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0812!SPC UT S     -   0.99959121  x   0.99995462  =   0.99954585
 HN0812!UTM  12      -   0.99959121  x   0.99966416  =   0.99925551
 HN0812
 HN0812:                Primary Azimuth Mark                     Grid Az
 HN0812:SPC UT S     -  TABLE CLIFF                              307 15 24.8
 HN0812:UTM  12      -  TABLE CLIFF                              307 33 41.7
 HN0812
 HN0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG2782565737(NAD 83)
 HN0812
 HN0812|---------------------------------------------------------------------|
 HN0812| PID    Reference Object                     Distance      Geod. Az  |
 HN0812|                                                           dddmmss.s |
 HN0812| HN0816 TABLE CLIFF                         APPROX. 9.3 KM 3070343.4 |
 HN0812|---------------------------------------------------------------------|
 HN0812
 HN0812                          SUPERSEDED SURVEY CONTROL
 HN0812
 HN0812  NAD 83(1986)-  37 38 09.36439(N)    111 49 04.87858(W) AD(       ) 3
 HN0812  NAD 27      -  37 38 09.42152(N)    111 49 02.22881(W) AD(       ) 3
 HN0812  NGVD 29 (07/19/86) 2624.9    (m)         8612.     (f) VERT ANG       
 HN0812
 HN0812.Superseded values are not recommended for survey control.
 HN0812
 HN0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0812.See file dsdata.pdf to determine how the superseded data were derived.
 HN0812
 HN0812_MARKER: DD = SURVEY DISK
 HN0812_SETTING: 66 = SET IN ROCK OUTCROP
 HN0812_STAMPING: COTTAM 1959
 HN0812_MARK LOGO: USGS
 HN0812_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0812+STABILITY: POSITION/ELEVATION WELL
 HN0812
 HN0812  HISTORY     - Date     Condition        Report By
 HN0812  HISTORY     - 1959     MONUMENTED       USGS
 HN0812
 HN0812                          STATION DESCRIPTION
 HN0812
 HN0812'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0812'LOCATED ABOUT 15 MI. (AIRLINE) SW. OF ESCALANTE, 11 MI. NE. OF
 HN0812'HENRIEVILLE, 2 MI. SE. OF STATE HIGHWAY 54, ON THE DIVIDE BETWEEN
 HN0812'HENRIEVILLE CREEK AND WILLOW CREEK, ON HIGHEST POINT OF MOUNTAIN.
 HN0812'STATION REACHED BY HELICOPTER.
 HN0812'
 HN0812'STATION MARK--STANDARD TABLET, STAMPED ---COTTAM 1959---, SET IN
 HN0812'LONE ROCK.
 HN0812'
 HN0812'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, IN TRIANGULAR BLAZE ON
 HN0812'12 IN. PINE TREE, 73.22 FT. FROM STATION MARK, S 38 DEG 10 MIN E.
 HN0812'
 HN0812'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, IN TRIANGULAR BLAZE ON
 HN0812'24 IN. PINE TREE, 58 FT. FROM STATION MARK, N 46 DEG 35 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0752 ***********************************************************************
 HN0752  DESIGNATION -  COTTON
 HN0752  PID         -  HN0752
 HN0752  STATE/COUNTY-  UT/KANE
 HN0752  COUNTRY     -  US
 HN0752  USGS QUAD   -  GUNSIGHT BUTTE (2017)
 HN0752
 HN0752                         *CURRENT SURVEY CONTROL
 HN0752  ______________________________________________________________________
 HN0752* NAD 83(1994) POSITION- 37 02 33.68274(N) 111 22 23.82828(W)   ADJUSTED
 HN0752* NAVD 88 ORTHO HEIGHT -  1468.9   (meters)     4819.    (feet) VERTCON3
 HN0752  ______________________________________________________________________
 HN0752  GEOID HEIGHT    -        -23.420 (meters)                     GEOID18
 HN0752  LAPLACE CORR    -          1.48  (seconds)                    DEFLEC18
 HN0752  HORZ ORDER      -  THIRD
 HN0752
 HN0752.The horizontal coordinates were established by classical geodetic methods
 HN0752.and adjusted by the National Geodetic Survey in November 1997.
 HN0752
 HN0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0752
 HN0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0752.GEOID18 height accuracy estimate available here.
 HN0752
 HN0752.Click photographs - Photos may exist for this station.
 HN0752
 HN0752.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0752
 HN0752. The following values were computed from the NAD 83(1994) position.
 HN0752
 HN0752;                    North         East     Units Scale Factor Converg.
 HN0752;SPC UT S     - 3,041,740.244   511,273.133   MT  1.00003438   +0 04 39.5
 HN0752;SPC UT S     - 9,979,442.78  1,677,401.94   sFT  1.00003438   +0 04 39.5
 HN0752;UTM  12      - 4,099,673.230   466,805.025   MT  0.99961357   -0 13 29.5
 HN0752
 HN0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0752!SPC UT S     -   0.99977320  x   1.00003438  =   0.99980758
 HN0752!UTM  12      -   0.99977320  x   0.99961357  =   0.99938686
 HN0752
 HN0752:                Primary Azimuth Mark                     Grid Az
 HN0752:SPC UT S     -  ET U 11                                  294 14 51.5
 HN0752:UTM  12      -  ET U 11                                  294 33 00.5
 HN0752
 HN0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF6680599673(NAD 83)
 HN0752
 HN0752|---------------------------------------------------------------------|
 HN0752| PID    Reference Object                     Distance      Geod. Az  |
 HN0752|                                                           dddmmss.s |
 HN0752| HN0765 ET U 11                             APPROX. 3.8 KM 2941931.0 |
 HN0752|---------------------------------------------------------------------|
 HN0752
 HN0752                          SUPERSEDED SURVEY CONTROL
 HN0752
 HN0752  NAD 83(1992)-  37 02 33.68215(N)    111 22 23.82892(W) AD(       ) 3
 HN0752  NAD 83(1986)-  37 02 33.67758(N)    111 22 23.83022(W) AD(       ) 3
 HN0752  NAD 27      -  37 02 33.71909(N)    111 22 21.27040(W) AD(       ) 3
 HN0752  NGVD 29 (07/19/86) 1468.0    (m)         4816.     (f) VERT ANG       
 HN0752
 HN0752.Superseded values are not recommended for survey control.
 HN0752
 HN0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0752.See file dsdata.pdf to determine how the superseded data were derived.
 HN0752
 HN0752_MARKER: DD = SURVEY DISK
 HN0752_SETTING: 66 = SET IN ROCK OUTCROP
 HN0752_STAMPING: COTTON 1953
 HN0752_MARK LOGO: USGS
 HN0752_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0752+STABILITY: POSITION/ELEVATION WELL
 HN0752
 HN0752  HISTORY     - Date     Condition        Report By
 HN0752  HISTORY     - 1953     MONUMENTED       USGS
 HN0752  HISTORY     - 1954     GOOD             CGS
 HN0752  HISTORY     - 1959     GOOD             CGS
 HN0752  HISTORY     - 1963     GOOD             CGS
 HN0752
 HN0752                          STATION DESCRIPTION
 HN0752
 HN0752'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0752'LOCATED ABOUT 64.0 MI. E. OF KANAB AND 21.0 MI. NE. OF MARBLE
 HN0752'CANYON, ON A ROCK OUTCROP NEAR THE W. EDGE OF A FLAT MESA.
 HN0752'
 HN0752'STATION REACHED BY HELICOPTER.
 HN0752'
 HN0752'STATION MARK--STANDARD TABLET STAMPED COTTON 1953 CEMENTED
 HN0752'IN ROCK OUTCROP.
 HN0752'
 HN0752'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER CEMENTED IN ROCK
 HN0752'OUTCROP, 31.47 FT. FROM STATION MARK S 73 DEG 19 MIN W.
 HN0752'
 HN0752'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED IN ROCK
 HN0752'OUTCROP, 40.44 FT. FROM STATION MARK N 17 DEG 07 MIN W.
 HN0752
 HN0752                          STATION RECOVERY (1954)
 HN0752
 HN0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHC)
 HN0752'RECOVERED AS DESCRIBED.
 HN0752
 HN0752                          STATION RECOVERY (1959)
 HN0752
 HN0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (NW)
 HN0752'ALL MARKS RECOVERED IN GOOD CONDITION.
 HN0752'
 HN0752'STATION MARK--STANDARD TABLET STAMPED COTTON 1953 AND ET U 60
 HN0752'IN 1959 CEMENTED IN ROCK OUTCROP.
 HN0752'
 HN0752'SIGNAL--WHITE FLAG OVER FLUORESCENT X-TGT. ON POLE CENTERED
 HN0752'OVER STATION MARK.
 HN0752'
 HN0752'(VERTICAL ANGLES WERE SHOT TO FLASHING LIGHT CENTERED OVER
 HN0752'STATION MARK AND 3.7 FT. ABOVE STATION MARK.
 HN0752
 HN0752                          STATION RECOVERY (1963)
 HN0752
 HN0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HN0752'RECOVERED IN GOOD CONDITION.
 HN0752'
 HN0752'STATION MARK--STANDARD TABLET, STAMPED ---COTTON 1953---, CEMENTED
 HN0752'IN ROCK OUTCROP, AND ADDITIONALLY STAMPED ---ET U 60--- IN 1959.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0530 ***********************************************************************
 JM0530  DESIGNATION -  COTTON
 JM0530  PID         -  JM0530
 JM0530  STATE/COUNTY-  UT/SAN JUAN
 JM0530  COUNTRY     -  US
 JM0530  USGS QUAD   -  HARTS POINT SOUTH (2017)
 JM0530
 JM0530                         *CURRENT SURVEY CONTROL
 JM0530  ______________________________________________________________________
 JM0530* NAD 83(1994) POSITION- 38 03 31.21256(N) 109 35 44.04375(W)   ADJUSTED
 JM0530* NAVD 88 ORTHO HEIGHT -  2057.5   (meters)     6750.    (feet) VERTCON3
 JM0530  ______________________________________________________________________
 JM0530  GEOID HEIGHT    -        -19.030 (meters)                     GEOID18
 JM0530  LAPLACE CORR    -          3.35  (seconds)                    DEFLEC18
 JM0530  HORZ ORDER      -  THIRD
 JM0530
 JM0530.The horizontal coordinates were established by classical geodetic methods
 JM0530.and adjusted by the National Geodetic Survey in November 1997.
 JM0530
 JM0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0530
 JM0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0530.GEOID18 height accuracy estimate available here.
 JM0530
 JM0530.Click photographs - Photos may exist for this station.
 JM0530
 JM0530.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0530
 JM0530. The following values were computed from the NAD 83(1994) position.
 JM0530
 JM0530;                    North         East     Units Scale Factor Converg.
 JM0530;SPC UT S     - 3,156,192.902   667,119.845   MT  0.99996275   +1 10 00.6
 JM0530;SPC UT S     -10,354,942.88  2,188,709.02   sFT  0.99996275   +1 10 00.6
 JM0530;UTM  12      - 4,213,255.638   623,210.093   MT  0.99978697   +0 51 57.2
 JM0530
 JM0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0530!SPC UT S     -   0.99968024  x   0.99996275  =   0.99964300
 JM0530!UTM  12      -   0.99968024  x   0.99978697  =   0.99946727
 JM0530
 JM0530:                Primary Azimuth Mark                     Grid Az
 JM0530:SPC UT S     -  CR 10                                    067 10 32.3
 JM0530:UTM  12      -  CR 10                                    067 28 35.7
 JM0530
 JM0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH2321013255(NAD 83)
 JM0530
 JM0530|---------------------------------------------------------------------|
 JM0530| PID    Reference Object                     Distance      Geod. Az  |
 JM0530|                                                           dddmmss.s |
 JM0530| JM0528 CR 10                               APPROX. 3.1 KM 0682032.9 |
 JM0530|---------------------------------------------------------------------|
 JM0530
 JM0530                          SUPERSEDED SURVEY CONTROL
 JM0530
 JM0530  NAD 83(1986)-  38 03 31.20289(N)    109 35 44.04792(W) AD(       ) 3
 JM0530  NAD 27      -  38 03 31.24181(N)    109 35 41.62782(W) AD(       ) 3
 JM0530  NGVD 29 (07/19/86) 2056.5    (m)         6747.     (f) VERT ANG       
 JM0530
 JM0530.Superseded values are not recommended for survey control.
 JM0530
 JM0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0530.See file dsdata.pdf to determine how the superseded data were derived.
 JM0530
 JM0530_MARKER: DD = SURVEY DISK
 JM0530_SETTING: 66 = SET IN ROCK OUTCROP
 JM0530_STAMPING: COTTON 1953
 JM0530_MARK LOGO: USGS
 JM0530_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0530+STABILITY: POSITION/ELEVATION WELL
 JM0530
 JM0530  HISTORY     - Date     Condition        Report By
 JM0530  HISTORY     - 1953     MONUMENTED       USGS
 JM0530
 JM0530                          STATION DESCRIPTION
 JM0530
 JM0530'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JM0530'LOCATED ABOUT 35 MI. S. OF MOAB, 18 MI. SE. OF FORKS OF GREEN AND
 JM0530'COLORADO RIVERS, 1.5 MI. SW. OF DUGOUT RANCH ON HIGH SANDSTONE HILL
 JM0530'ON N. END OF HIGHEST PART OF TOP.  THE HILL IS TIMBERED WITH SCRUB
 JM0530'FIR ON FLAT TOP.
 JM0530'
 JM0530'STATION REACHED BY HELICOPTER.
 JM0530'
 JM0530'STATION MARK--STANDARD TABLET STAMPED ---COTTON 1953---, SET IN ROCK.
 JM0530'
 JM0530'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0352 ***********************************************************************
 KM0352  DESIGNATION -  COTTON
 KM0352  PID         -  KM0352
 KM0352  STATE/COUNTY-  UT/GRAND
 KM0352  COUNTRY     -  US
 KM0352  USGS QUAD   -  DANISH FLAT (2017)
 KM0352
 KM0352                         *CURRENT SURVEY CONTROL
 KM0352  ______________________________________________________________________
 KM0352* NAD 83(1994) POSITION- 39 06 27.13702(N) 109 19 10.66674(W)   ADJUSTED
 KM0352* NAVD 88 ORTHO HEIGHT -  1497.821 (meters)     4914.10  (feet) POSTED
 KM0352  ______________________________________________________________________
 KM0352  GEOID HEIGHT    -        -18.711 (meters)                     GEOID18
 KM0352  LAPLACE CORR    -          1.55  (seconds)                    DEFLEC18
 KM0352  DYNAMIC HEIGHT  -       1496.36  (meters)     4909.3   (feet) COMP
 KM0352  MODELED GRAVITY -    979,597.0   (mgal)                       NAVD 88
 KM0352
 KM0352  HORZ ORDER      -  THIRD
 KM0352  VERT ORDER      -  * POSTED, SEE BELOW
 KM0352
 KM0352.The horizontal coordinates were established by classical geodetic methods
 KM0352.and adjusted by the National Geodetic Survey in November 1997.
 KM0352
 KM0352.The orthometric height was determined by differential leveling
 KM0352.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0352
 KM0352.* This is a POSTED BENCH MARK height.
 KM0352
 KM0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0352.GEOID18 height accuracy estimate available here.
 KM0352
 KM0352.Click photographs - Photos may exist for this station.
 KM0352
 KM0352.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0352
 KM0352.The dynamic height is computed by dividing the NAVD 88
 KM0352.geopotential number by the normal gravity value computed on the
 KM0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0352.degrees latitude (g = 980.6199 gals.).
 KM0352
 KM0352.The modeled gravity was interpolated from observed gravity values.
 KM0352
 KM0352. The following values were computed from the NAD 83(1994) position.
 KM0352
 KM0352;                    North         East     Units Scale Factor Converg.
 KM0352;SPC UT C     - 2,088,251.125   688,568.728   MT  0.99997881   +1 23 48.1
 KM0352;SPC UT C     - 6,851,203.90  2,259,079.24   sFT  0.99997881   +1 23 48.1
 KM0352;UTM  12      - 4,330,054.414   645,290.005   MT  0.99985992   +1 03 36.5
 KM0352
 KM0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0352!SPC UT C     -   0.99976799  x   0.99997881  =   0.99974680
 KM0352!UTM  12      -   0.99976799  x   0.99985992  =   0.99962794
 KM0352
 KM0352:                Primary Azimuth Mark                     Grid Az
 KM0352:SPC UT C     -  COTTON AZ MK                             219 45 17.1
 KM0352:UTM  12      -  COTTON AZ MK                             220 05 28.7
 KM0352
 KM0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ4529030054(NAD 83)
 KM0352
 KM0352|---------------------------------------------------------------------|
 KM0352| PID    Reference Object                     Distance      Geod. Az  |
 KM0352|                                                           dddmmss.s |
 KM0352| KM0427 COTTON RM 1                          10.783 METERS 12617     |
 KM0352| CM6305 COTTON AZ MK                                       2210905.2 |
 KM0352| KM0426 COTTON RM 2                           7.108 METERS 22811     |
 KM0352|---------------------------------------------------------------------|
 KM0352
 KM0352                          SUPERSEDED SURVEY CONTROL
 KM0352
 KM0352  NAD 83(1986)-  39 06 27.11842(N)    109 19 10.66728(W) AD(       ) 3
 KM0352  NAD 27      -  39 06 27.20600(N)    109 19 08.21800(W) AD(       ) 3
 KM0352  NGVD 29 (??/??/92) 1496.78   (m)         4910.7    (f) COMPUTED    2 0
 KM0352  NGVD 29            1496.76   (m)         4910.6    (f) LEVELING    3  
 KM0352
 KM0352.Superseded values are not recommended for survey control.
 KM0352
 KM0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0352.See file dsdata.pdf to determine how the superseded data were derived.
 KM0352
 KM0352_MARKER: DS = TRIANGULATION STATION DISK
 KM0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0352_STAMPING: COTTON 1937
 KM0352_MARK LOGO: CGS
 KM0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0352+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2012
 KM0352
 KM0352  HISTORY     - Date     Condition        Report By
 KM0352  HISTORY     - 1937     MONUMENTED       CGS
 KM0352  HISTORY     - 1937     GOOD             CGS
 KM0352  HISTORY     - 1960     GOOD             USGS
 KM0352  HISTORY     - 19690725 GOOD             USGS
 KM0352  HISTORY     - 20121105 GOOD             GEOCAC
 KM0352
 KM0352                          STATION DESCRIPTION
 KM0352
 KM0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KM0352'THIS STATION IS ABOUT 11.0 MILES N OF CISCO.  12.5 MILES W BY N
 KM0352'OF WESTWATER AND ABOUT 18 MILES W OF THE COLORADO-UTAH STATE
 KM0352'LINE.  THE MARK IS SET 5.5 MILES BY ROAD NE OF U.S. HIGHWAY 50
 KM0352'ON THE HIGHEST POINT OF A LONG, LOW RIDGE.  THE MARK IS 90 FEET
 KM0352'W OF THE CENTER LINE OF RANCH ROAD, AND PROJECTS 3 INCHES.
 KM0352'
 KM0352'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KM0352'DISK SET IN CONCRETE.
 KM0352'
 KM0352'REFERENCE MARK NO. 1 IS SE OF THE STATION ON THE SE SLOPE OF
 KM0352'THE HILL, AND IS 3 FEET BELOW THE STATION.
 KM0352'
 KM0352'REFERENCE MARK NO. 2 IS SW OF THE STATION ON THE SAME ELEVATION
 KM0352'AS THE STATION MARK.
 KM0352'
 KM0352'AZIMUTH MARK IS SW OF THE STATION ON THE SAME RIDGE AS THE
 KM0352'STATION.
 KM0352'
 KM0352'TO REACH STATION FROM CISCO GO E 5.35 MILES ON U.S. HIGHWAY
 KM0352'50 TO A T-ROAD N.  THIS ROAD IS 18.2 MILES W OF THE
 KM0352'COLORADO-UTAH STATE LINE.  TURN N ON UNGRADED ROAD AND FOLLOW
 KM0352'MAIN TRAIL FOR 5.35 MILES TO HIGHEST POINT OF RIDGE AND STATION.
 KM0352
 KM0352                          STATION RECOVERY (1937)
 KM0352
 KM0352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937
 KM0352'RECOVERED IN GOOD CONDITION.
 KM0352
 KM0352                          STATION RECOVERY (1960)
 KM0352
 KM0352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 KM0352'RECOVERED IN GOOD CONDITION.
 KM0352
 KM0352                          STATION RECOVERY (1969)
 KM0352
 KM0352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KM0352'FROM THE POST OFFICE IN CISCO, UTAH, PROCEED 5.6 MILES NORTHEAST
 KM0352'ALONG U. S. HIGHWAYS 6 AND 50, THENCE 5.5 MILES NORTHWEST ALONG
 KM0352'COUNTY ROAD, ON THE HIGHEAST POINT OF A LONG LOW RIDGE, 90 FEET WEST
 KM0352'OF THE CENTERLINE OF A RANCH ROAD, PROJECTING 3 INCHES.
 KM0352
 KM0352                          STATION RECOVERY (2012)
 KM0352
 KM0352'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 KM0352'RM 1, RM 2 AND AZ ALSO FOUND.  AZ BEARS 221 DEGREE 0.17 MILE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0461 ***********************************************************************
 KN0461  DESIGNATION -  COTTON
 KN0461  PID         -  KN0461
 KN0461  STATE/COUNTY-  UT/CARBON
 KN0461  COUNTRY     -  US
 KN0461  USGS QUAD   -  TWIN HOLLOW (2017)
 KN0461
 KN0461                         *CURRENT SURVEY CONTROL
 KN0461  ______________________________________________________________________
 KN0461* NAD 83(1994) POSITION- 39 44 06.20349(N) 110 10 13.64364(W)   ADJUSTED
 KN0461* NAVD 88 ORTHO HEIGHT -  2252.5   (meters)     7390.    (feet) VERTCON3
 KN0461  ______________________________________________________________________
 KN0461  GEOID HEIGHT    -        -17.272 (meters)                     GEOID18
 KN0461  LAPLACE CORR    -         -5.82  (seconds)                    DEFLEC18
 KN0461  HORZ ORDER      -  THIRD
 KN0461
 KN0461.The horizontal coordinates were established by classical geodetic methods
 KN0461.and adjusted by the National Geodetic Survey in November 1997.
 KN0461
 KN0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0461
 KN0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0461.GEOID18 height accuracy estimate available here.
 KN0461
 KN0461.Click photographs - Photos may exist for this station.
 KN0461
 KN0461.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0461
 KN0461. The following values were computed from the NAD 83(1994) position.
 KN0461
 KN0461;                    North         East     Units Scale Factor Converg.
 KN0461;SPC UT C     - 2,156,464.036   613,956.858   MT  0.99990033   +0 51 06.0
 KN0461;SPC UT C     - 7,074,999.09  2,014,290.12   sFT  0.99990033   +0 51 06.0
 KN0461;UTM  12      - 4,398,680.709   571,082.943   MT  0.99966221   +0 31 49.1
 KN0461
 KN0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0461!SPC UT C     -   0.99964945  x   0.99990033  =   0.99954981
 KN0461!UTM  12      -   0.99964945  x   0.99966221  =   0.99931178
 KN0461
 KN0461:                Primary Azimuth Mark                     Grid Az
 KN0461:SPC UT C     -  JACK                                     196 41 36.3
 KN0461:UTM  12      -  JACK                                     197 00 53.2
 KN0461
 KN0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ7108298680(NAD 83)
 KN0461
 KN0461|---------------------------------------------------------------------|
 KN0461| PID    Reference Object                     Distance      Geod. Az  |
 KN0461|                                                           dddmmss.s |
 KN0461| KN0462 JACK                                APPROX. 9.8 KM 1973242.3 |
 KN0461|---------------------------------------------------------------------|
 KN0461
 KN0461                          SUPERSEDED SURVEY CONTROL
 KN0461
 KN0461  NAD 83(1993)-  39 44 06.20049(N)    110 10 13.63815(W) AD(       ) 3
 KN0461  NAD 83(1986)-  39 44 06.18742(N)    110 10 13.63707(W) AD(       ) 3
 KN0461  NAD 27      -  39 44 06.32219(N)    110 10 11.09045(W) AD(       ) 3
 KN0461  NGVD 29 (07/19/86) 2251.3    (m)         7386.     (f) VERT ANG       
 KN0461
 KN0461.Superseded values are not recommended for survey control.
 KN0461
 KN0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0461.See file dsdata.pdf to determine how the superseded data were derived.
 KN0461
 KN0461_MARKER: DD = SURVEY DISK
 KN0461_SETTING: 66 = SET IN ROCK OUTCROP
 KN0461_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0461+STABILITY: POSITION/ELEVATION WELL
 KN0461
 KN0461  HISTORY     - Date     Condition        Report By
 KN0461  HISTORY     - 1953     MONUMENTED       USGS
 KN0461
 KN0461                          STATION DESCRIPTION
 KN0461
 KN0461'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 KN0461'LOCATED ABOUT 12.5 MI. E. OF CONFLUENCE OF GREEN RIVER AND MINNIE
 KN0461'MAUD CREEK, 12 MI. NE. OF SUNNYSIDE, ON SW. END OF LARGE WOODED MESA
 KN0461'WHICH IS JUST N. OF COTTONWOOD CREEK.
 KN0461'
 KN0461'TO REACH FROM THE POST OFFICE AT DUCHESNE, DRIVE E. ON U.S. HIGHWAY 40
 KN0461'FOR 18 MI. TO JUNCTION OF STATE HIGHWAY 53, TURN RIGHT ON STATE
 KN0461'HIGHWAY 53 AND GO SW. ON NO. 53 FOR 32 MI. TO RD. JUNCTION AT NINE
 KN0461'MILE CANYON, TURN LEFT AND GO SE. DOWN NINE MILE CANYON 5.2 MI. TO RD.
 KN0461'FORK, TAKE LEFT FORK AND CONTINUE SE. DOWN NINE MILE CANYON 1.4 MI. TO
 KN0461'RD. FORK AND SIGN ---HYLAND OIL CORP.---, TAKE RIGHT FORK ACROSS NINE
 KN0461'MILE CREEK E. AND THEN S. UP COTTONWOOD CANYON 6.7 MI. TO A RD. FORK,
 KN0461'TAKE RIGHT FORK AND CONTINUE UP CANYON FOR 2.4 MI. WHERE THE RD.
 KN0461'STARTS TO CLIMB OUT OF CANYON, CONTINUE FOR 4.5 MI. TO A RD. JUNCTION
 KN0461'JUST BEYOND A DRAIN CROSSING, TURN LEFT AND GO UP CANYON FOR 0.5 MI.
 KN0461'TO A Y-JUNCTION, CUT HARD RIGHT AND GO NE. OVER ONE RIDGE AND ONTO A
 KN0461'SECOND FOR 1.7 MI. TO RD. JUNCTION, CONTINUE STRAIGHT AHEAD SKIRTING
 KN0461'A SMALL BUTTE AND A SANDHILL AROUND THE S. SIDE FOR 2.8 MI. TO THE
 KN0461'EDGE OF A LARGE CLEARING, 0.2 MI. PAST A BEND TURN RIGHT AND GO CROSS
 KN0461'COUNTRY 0.1 MI. ALONG TIMBER LINE TO THE BASE OF THE S. TIP OF A
 KN0461'PROMINENT BUTTE AND END OF TRUCK TRAVEL.  PACK (10 MINUTES) UP
 KN0461'STEEP SIDE TO SW. TIP OF BUTTE AND STATION.
 KN0461'
 KN0461'STATION MARK--STANDARD TABLET, STAMPED ---COTTON 1953---, CEMENTED
 KN0461'IN DRILL HOLE IN BEDROCK.
 KN0461'
 KN0461'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, IN CENTER OF
 KN0461'TRIANGULAR BLAZE ON AN 8 IN. TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0427 ***********************************************************************
 KM0427  DESIGNATION -  COTTON RM 1
 KM0427  PID         -  KM0427
 KM0427  STATE/COUNTY-  UT/GRAND
 KM0427  COUNTRY     -  US
 KM0427  USGS QUAD   -  DANISH FLAT (2017)
 KM0427
 KM0427                         *CURRENT SURVEY CONTROL
 KM0427  ______________________________________________________________________
 KM0427* NAD 83(1986) POSITION- 39 06 26.93   (N) 109 19 10.30   (W)   HD_HELD1
 KM0427* NAVD 88 ORTHO HEIGHT -  1497.383 (meters)     4912.66  (feet) POSTED
 KM0427  ______________________________________________________________________
 KM0427  GEOID HEIGHT    -        -18.711 (meters)                     GEOID18
 KM0427  DYNAMIC HEIGHT  -       1495.92  (meters)     4907.9   (feet) COMP
 KM0427  MODELED GRAVITY -    979,597.1   (mgal)                       NAVD 88
 KM0427
 KM0427  VERT ORDER      -  * POSTED, SEE BELOW
 KM0427
 KM0427.The horizontal coordinates were determined by differentially corrected
 KM0427.hand held GPS observations or other comparable positioning techniques
 KM0427.and have an estimated accuracy of +/- 3 meters.
 KM0427
 KM0427.The orthometric height was determined by differential leveling
 KM0427.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0427
 KM0427.* This is a POSTED BENCH MARK height.
 KM0427
 KM0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0427.GEOID18 height accuracy estimate available here.
 KM0427
 KM0427.Click photographs - Photos may exist for this station.
 KM0427
 KM0427.The dynamic height is computed by dividing the NAVD 88
 KM0427.geopotential number by the normal gravity value computed on the
 KM0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0427.degrees latitude (g = 980.6199 gals.).
 KM0427
 KM0427.The modeled gravity was interpolated from observed gravity values.
 KM0427
 KM0427;                    North         East    Units  Estimated Accuracy
 KM0427;SPC UT C     - 2,088,245.0     688,577.7     MT  (+/- 3 meters HH1 GPS) 
 KM0427
 KM0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ4529830048(NAD 83)
 KM0427
 KM0427                          SUPERSEDED SURVEY CONTROL
 KM0427
 KM0427  NGVD 29 (??/??/92) 1496.34   (m)         4909.2    (f) COMPUTED    2 0
 KM0427
 KM0427.Superseded values are not recommended for survey control.
 KM0427
 KM0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0427.See file dsdata.pdf to determine how the superseded data were derived.
 KM0427
 KM0427_MARKER: DR = REFERENCE MARK DISK
 KM0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0427_STAMPING: COTTON NO 1 1937
 KM0427_MARK LOGO: CGS
 KM0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0427+STABILITY: SURFACE MOTION
 KM0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0427+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2012
 KM0427
 KM0427  HISTORY     - Date     Condition        Report By
 KM0427  HISTORY     - 1937     MONUMENTED       CGS
 KM0427  HISTORY     - 19690725 GOOD             USGS
 KM0427  HISTORY     - 20121105 GOOD             GEOCAC
 KM0427
 KM0427                          STATION DESCRIPTION
 KM0427
 KM0427'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0427'FROM THE POST OFFICE IN CISCO, UTAH, PROCEED 5.6 MILES NORTHEAST
 KM0427'ALONG U. S. HIGHWAYS 6 AND 50, THENCE 5.5 MILES NORTHWEST ALONG
 KM0427'COUNTY ROAD, 35.38 FEET SOUTHEAST OF STATION COTTON, ON THE SOUTHEAST
 KM0427'SLOPE OF THE HILL, 3 FEET BELOW THE STATION.
 KM0427
 KM0427                          STATION RECOVERY (2012)
 KM0427
 KM0427'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 KM0427'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0426 ***********************************************************************
 KM0426  DESIGNATION -  COTTON RM 2
 KM0426  PID         -  KM0426
 KM0426  STATE/COUNTY-  UT/GRAND
 KM0426  COUNTRY     -  US
 KM0426  USGS QUAD   -  DANISH FLAT (2017)
 KM0426
 KM0426                         *CURRENT SURVEY CONTROL
 KM0426  ______________________________________________________________________
 KM0426* NAD 83(1986) POSITION- 39 06 26.98   (N) 109 19 10.89   (W)   HD_HELD1
 KM0426* NAVD 88 ORTHO HEIGHT -  1497.664 (meters)     4913.59  (feet) POSTED
 KM0426  ______________________________________________________________________
 KM0426  GEOID HEIGHT    -        -18.711 (meters)                     GEOID18
 KM0426  DYNAMIC HEIGHT  -       1496.20  (meters)     4908.8   (feet) COMP
 KM0426  MODELED GRAVITY -    979,597.1   (mgal)                       NAVD 88
 KM0426
 KM0426  VERT ORDER      -  * POSTED, SEE BELOW
 KM0426
 KM0426.The horizontal coordinates were determined by differentially corrected
 KM0426.hand held GPS observations or other comparable positioning techniques
 KM0426.and have an estimated accuracy of +/- 3 meters.
 KM0426
 KM0426.The orthometric height was determined by differential leveling
 KM0426.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0426
 KM0426.* This is a POSTED BENCH MARK height.
 KM0426
 KM0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0426.GEOID18 height accuracy estimate available here.
 KM0426
 KM0426.Click photographs - Photos may exist for this station.
 KM0426
 KM0426.The dynamic height is computed by dividing the NAVD 88
 KM0426.geopotential number by the normal gravity value computed on the
 KM0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0426.degrees latitude (g = 980.6199 gals.).
 KM0426
 KM0426.The modeled gravity was interpolated from observed gravity values.
 KM0426
 KM0426;                    North         East    Units  Estimated Accuracy
 KM0426;SPC UT C     - 2,088,246.2     688,563.5     MT  (+/- 3 meters HH1 GPS) 
 KM0426
 KM0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ4528430049(NAD 83)
 KM0426
 KM0426                          SUPERSEDED SURVEY CONTROL
 KM0426
 KM0426  NGVD 29 (??/??/92) 1496.62   (m)         4910.2    (f) COMPUTED    2 0
 KM0426
 KM0426.Superseded values are not recommended for survey control.
 KM0426
 KM0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0426.See file dsdata.pdf to determine how the superseded data were derived.
 KM0426
 KM0426_MARKER: DR = REFERENCE MARK DISK
 KM0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0426_STAMPING: COTTON NO 2 1937
 KM0426_MARK LOGO: CGS
 KM0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0426+STABILITY: SURFACE MOTION
 KM0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0426+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2012
 KM0426
 KM0426  HISTORY     - Date     Condition        Report By
 KM0426  HISTORY     - 1937     MONUMENTED       CGS
 KM0426  HISTORY     - 19690725 GOOD             USGS
 KM0426  HISTORY     - 20121105 GOOD             GEOCAC
 KM0426
 KM0426                          STATION DESCRIPTION
 KM0426
 KM0426'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0426'FROM THE POST OFFICE IN CISCO, UTAH, PROCEED 5.6 MILES NORTHEAST
 KM0426'ALONG U. S. HIGHWAYS 6 AND 50, THENCE 5.5 MILES NORTHWEST ALONG
 KM0426'COUTNY ROAD, ON THE HIGHEST POINT OF A LONG, LOW RIDGE, 23.32 FEET
 KM0426'SOUTHWEST OF STATION COTTON, ON THE SAME ELEVATION AS THE STATION
 KM0426'MARK.
 KM0426
 KM0426                          STATION RECOVERY (2012)
 KM0426
 KM0426'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 KM0426'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0806 ***********************************************************************
 HN0806  DESIGNATION -  COTTONWOOD
 HN0806  PID         -  HN0806
 HN0806  STATE/COUNTY-  UT/KANE
 HN0806  COUNTRY     -  US
 HN0806  USGS QUAD   -  CALICO PEAK (2017)
 HN0806
 HN0806                         *CURRENT SURVEY CONTROL
 HN0806  ______________________________________________________________________
 HN0806* NAD 83(1994) POSITION- 37 21 12.36539(N) 111 56 35.08363(W)   ADJUSTED
 HN0806* NAVD 88 ORTHO HEIGHT -  2023.2   (meters)     6638.    (feet) VERTCON3
 HN0806  ______________________________________________________________________
 HN0806  GEOID HEIGHT    -        -21.610 (meters)                     GEOID18
 HN0806  LAPLACE CORR    -         -4.39  (seconds)                    DEFLEC18
 HN0806  HORZ ORDER      -  THIRD
 HN0806
 HN0806.The horizontal coordinates were established by classical geodetic methods
 HN0806.and adjusted by the National Geodetic Survey in November 1997.
 HN0806
 HN0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0806
 HN0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0806.GEOID18 height accuracy estimate available here.
 HN0806
 HN0806.Click photographs - Photos may exist for this station.
 HN0806
 HN0806.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0806
 HN0806. The following values were computed from the NAD 83(1994) position.
 HN0806
 HN0806;                    North         East     Units Scale Factor Converg.
 HN0806;SPC UT S     - 3,076,312.678   460,745.068   MT  0.99997937   -0 16 17.3
 HN0806;SPC UT S     -10,092,869.18  1,511,627.78   sFT  0.99997937   -0 16 17.3
 HN0806;UTM  12      - 4,134,498.294   416,477.535   MT  0.99968593   -0 34 20.0
 HN0806
 HN0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0806!SPC UT S     -   0.99968600  x   0.99997937  =   0.99966538
 HN0806!UTM  12      -   0.99968600  x   0.99968593  =   0.99937203
 HN0806
 HN0806:                Primary Azimuth Mark                     Grid Az
 HN0806:SPC UT S     -  SWALLOW                                  273 13 47.7
 HN0806:UTM  12      -  SWALLOW                                  273 31 50.4
 HN0806
 HN0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG1647734498(NAD 83)
 HN0806
 HN0806|---------------------------------------------------------------------|
 HN0806| PID    Reference Object                     Distance      Geod. Az  |
 HN0806|                                                           dddmmss.s |
 HN0806| HO0541 SWALLOW                             APPROX.11.3 KM 2725730.4 |
 HN0806|---------------------------------------------------------------------|
 HN0806
 HN0806                          SUPERSEDED SURVEY CONTROL
 HN0806
 HN0806  NAD 83(1992)-  37 21 12.36316(N)    111 56 35.08344(W) AD(       ) 3
 HN0806  NAD 83(1986)-  37 21 12.36203(N)    111 56 35.08307(W) AD(       ) 3
 HN0806  NAD 27      -  37 21 12.42132(N)    111 56 32.41688(W) AD(       ) 3
 HN0806  NGVD 29 (07/19/86) 2022.0    (m)         6634.     (f) VERT ANG       
 HN0806
 HN0806.Superseded values are not recommended for survey control.
 HN0806
 HN0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0806.See file dsdata.pdf to determine how the superseded data were derived.
 HN0806
 HN0806_MARKER: DD = SURVEY DISK
 HN0806_SETTING: 66 = SET IN ROCK OUTCROP
 HN0806_STAMPING: COTTONWOOD 1954
 HN0806_MARK LOGO: USGS
 HN0806_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0806+STABILITY: POSITION/ELEVATION WELL
 HN0806
 HN0806  HISTORY     - Date     Condition        Report By
 HN0806  HISTORY     - 1954     MONUMENTED       USGS
 HN0806
 HN0806                          STATION DESCRIPTION
 HN0806
 HN0806'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HN0806'LOCATED ABOUT 11 MI. N. OF THE CONFLUENCE OF THE PARIA RIVER AND
 HN0806'COTTONWOOD CREEK, 5 MI. W. OF COTTONWOOD CREEK, 4 MI. E. OF PARIA
 HN0806'RIVER, ON A PROMINIENT ISOLATED WHITE CLIFF MESA.  THIS MESA IS ALSO
 HN0806'1.5 MI. W. OF HACKBERRY CREEK.  THE STATION IS AT THE HIGH POINT NEAR
 HN0806'THE S. END OF THE MESA.
 HN0806'
 HN0806'STATION REACHED BY HELICOPTER.
 HN0806'
 HN0806'STATION MARK - STANDARD TABLET STAMPED ---COTTONWOOD 1954--- CEMENTED
 HN0806'IN SOLID ROCK OUTCROP.
 HN0806'
 HN0806'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER IN 4 IN. PINE, 36.70 FT.
 HN0806'FROM STATION MARK, N 57 DEG 37 MIN E.
 HN0806'
 HN0806'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER IN 14 IN. PINE, 61.33 FT
 HN0806'FROM STATION MARK, S 55 DEG 51 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0867 ***********************************************************************
 LO0867  DESIGNATION -  COTTONWOOD
 LO0867  PID         -  LO0867
 LO0867  STATE/COUNTY-  UT/SALT LAKE
 LO0867  COUNTRY     -  US
 LO0867  USGS QUAD   -  SUGAR HOUSE (2017)
 LO0867
 LO0867                         *CURRENT SURVEY CONTROL
 LO0867  ______________________________________________________________________
 LO0867* NAD 83(1994) POSITION- 40 39 28.55308(N) 111 48 13.74127(W)   ADJUSTED
 LO0867* NAVD 88 ORTHO HEIGHT -  1569.3   (meters)     5149.    (feet) VERTCON3
 LO0867  ______________________________________________________________________
 LO0867  GEOID HEIGHT    -        -16.438 (meters)                     GEOID18
 LO0867  LAPLACE CORR    -         29.90  (seconds)                    DEFLEC18
 LO0867  HORZ ORDER      -  SECOND
 LO0867
 LO0867.The horizontal coordinates were established by classical geodetic methods
 LO0867.and adjusted by the National Geodetic Survey in November 1997.
 LO0867
 LO0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0867
 LO0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0867.GEOID18 height accuracy estimate available here.
 LO0867
 LO0867.Click photographs - Photos may exist for this station.
 LO0867
 LO0867.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0867
 LO0867. The following values were computed from the NAD 83(1994) position.
 LO0867
 LO0867;                    North         East     Units Scale Factor Converg.
 LO0867;SPC UT C     - 2,258,128.039   474,306.602   MT  1.00000198   -0 11 40.6
 LO0867;SPC UT C     - 7,408,541.74  1,556,120.91   sFT  1.00000198   -0 11 40.6
 LO0867;UTM  12      - 4,501,095.902   432,049.126   MT  0.99965683   -0 31 25.5
 LO0867
 LO0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0867!SPC UT C     -   0.99975646  x   1.00000198  =   0.99975844
 LO0867!UTM  12      -   0.99975646  x   0.99965683  =   0.99941338
 LO0867
 LO0867:                Primary Azimuth Mark                     Grid Az
 LO0867:SPC UT C     -  MURRAY BUEHNER CO N STACK                269 55 09.2
 LO0867:UTM  12      -  MURRAY BUEHNER CO N STACK                270 14 54.1
 LO0867
 LO0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3204901095(NAD 83)
 LO0867
 LO0867|---------------------------------------------------------------------|
 LO0867| PID    Reference Object                     Distance      Geod. Az  |
 LO0867|                                                           dddmmss.s |
 LO0867| LO0866 COTTONWOOD RM 1                       6.110 METERS 06122     |
 LO0867| CM5380 COTTONWOOD RM 2                       3.681 METERS 17408     |
 LO0867| LO0849 HIGHLAND                            APPROX. 0.5 KM 1840240.8 |
 LO0867| LO0935 MURRAY BUEHNER CO N STACK           APPROX. 7.4 KM 2694328.6 |
 LO0867|---------------------------------------------------------------------|
 LO0867
 LO0867                          SUPERSEDED SURVEY CONTROL
 LO0867
 LO0867  NAD 83(1993)-  40 39 28.55313(N)    111 48 13.74076(W) AD(       ) 2
 LO0867  NAD 83(1986)-  40 39 28.54137(N)    111 48 13.73346(W) AD(       ) 2
 LO0867  NAD 27      -  40 39 28.72921(N)    111 48 10.97623(W) AD(       ) 2
 LO0867  NGVD 29 (07/19/86) 1568.3    (m)         5145.     (f) VERT ANG       
 LO0867
 LO0867.Superseded values are not recommended for survey control.
 LO0867
 LO0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0867.See file dsdata.pdf to determine how the superseded data were derived.
 LO0867
 LO0867_MARKER: DR = REFERENCE MARK DISK
 LO0867_SETTING: 80 = SET IN A BOULDER
 LO0867_STAMPING: COTTONWOOD
 LO0867_MARK LOGO: USGS
 LO0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0867+STABILITY: SURFACE MOTION
 LO0867
 LO0867  HISTORY     - Date     Condition        Report By
 LO0867  HISTORY     - UNK      MONUMENTED       USGS
 LO0867  HISTORY     - 1950     GOOD             CGS
 LO0867  HISTORY     - 1974     GOOD             NGS
 LO0867
 LO0867                          STATION DESCRIPTION
 LO0867
 LO0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LO0867'DESCRIBED AS FOLLOWS
 LO0867'
 LO0867'ON SPUR RIDGE BETWEEN MILL CREEK AND BIG COTTONWOOD CANYON, ABOUT 4.5
 LO0867'MI. E. OF MURRAY, 75 YDS. E. OF WASATCH BOULEVARD AND COUNTY ROCK
 LO0867'CRUSHER, 10 FT. E. OF W. BREAK OF BENCH, 450 FT. ABOVE FLOOR OF VALLEY
 LO0867'AND 200 FT. HIGHER THAN GROUND LEVEL OF WASATCH BOULEVARD.  T 2 S,
 LO0867'R 1 E, SEC. 11.
 LO0867'
 LO0867'STATION MARK--STANDARD TABLET SET IN 6 X 6 IN. CONCRETE POST.
 LO0867'
 LO0867'THE ONLY MARK RECOVERED WAS AN UNSTAMPED USGS
 LO0867'REFERENCE MARK IN GOOD CONDITION.  THIS REFERENCE MARK WAS USED AS
 LO0867'THE STATION MARK FOR THE 1950 OBSERVATIONS.
 LO0867'
 LO0867'THIS REFERENCE MARK WAS ALTERED WITH A 1 IN.
 LO0867'CHISELED TRIANGLE AND STAMPED ---COTTONWOOD---.  TWO NEW REFERENCE
 LO0867'MARKS WERE SET.
 LO0867'
 LO0867'STATION MARK--STANDARD REFERENCE MARK TABLET STAMPED ---COTTONWOOD---,
 LO0867'WITH A 1 IN. CHISELED TRIANGLE ON FACE.
 LO0867'
 LO0867'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 LO0867'1---, SET IN LARGE FLAT ROCK, 26.62 FT. FROM STATION MARK,
 LO0867'N 46 DEG 41 MIN E.
 LO0867'
 LO0867'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 LO0867'2---, SET IN PROJECTING ROCK, 18.74 FT. FROM STATION MARK,
 LO0867'S 45 DEG 00 MIN E.
 LO0867
 LO0867                          STATION RECOVERY (1974)
 LO0867
 LO0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LO0867'THE STATION IS LOCATED ABOUT 4.5 MILES EAST-NORTHEAST OF MURRAY, 2
 LO0867'MILES SOUTHEAST OF HOLLADAY, 0.2 MILE EAST OF WASATCH BOULEVARD, IN
 LO0867'A GROUP OF ROCKS WEST OF A GOOD WALKING TRAIL ON A LOW BENCH AND ON
 LO0867'PROPERTY OWNED BY MR. ROBERT J. FISHER.  IT IS IN THE SOUTHEAST
 LO0867'1/4 OF SECTION 11, T2S R1E.
 LO0867'
 LO0867'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 80
 LO0867'AND 215 NEAR THE EASTERN EDGE OF SALT LAKE CITY GO SOUTH ON
 LO0867'INTERSTATE HIGHWAY 215 FOR 3.6 MILES TO THE EXIT OF 4500
 LO0867'SOUTH.  TURN LEFT AND GO EAST CROSSING OVER INTERSTATE HIGHWAY 215
 LO0867'FOR 0.1 MILE TO A T-INTERSECTION, (WASATCH BOULEVARD).  TURN
 LO0867'RIGHT AND GO SOUTH ON WASATCH BOULEVARD FOR 0.2 MILE TO A SIDE
 LO0867'ROAD LEFT, (OAKCLIFF DRIVE).  TURN LEFT AND GO EAST ON OAKCLIFF
 LO0867'DRIVE FOR 0.4 MILE TO A SIDE ROAD LEFT.  (FORTUNA WAY).  TURN LEFT
 LO0867'AND GO EASTERLY ON FORTUNA WAY FOR 0.1 MILE TO A SIDE ROAD
 LO0867'RIGHT, (MILE HIGH DRIVE).  TURN RIGHT AND GO SOUTH ON MILE HIGH
 LO0867'DRIVE FOR 0.1 MILE TO A CABLE GATE, (THE KEYS FOR THE TWO GATES
 LO0867'CAN BE OBTAINED FROM THE U.S. FOREST SERVICE).  PASS THROUGH THE
 LO0867'GATE AND CONTINUE SOUTH ON THE TRACK ROAD FOR 0.2 MILE TO A GATE.
 LO0867'PASS THROUGH THE GATE AND CONTINUE SOUTH ON THE TRACK ROAD FOR
 LO0867'0.1 MILE TO A MICROWAVE TOWER AND THE END OF TRUCK TRAVEL.
 LO0867'(IN VERY DRY WEATHER IT MAY BE POSSIBLE TO DRIVE A SMALL
 LO0867'FOUR-WHEEL DRIVE VEHICLE TO THE STATION.) PACK SOUTHERLY ALONG A
 LO0867'GOOD TRAIL FOR ABOUT 15 MINUTES TO A GROUP OF BOULDERS ON THE
 LO0867'RIGHT AND THE STATION.
 LO0867'
 LO0867'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK
 LO0867'WITH A TRIANGLE CHISELED OVER THE ARROW STAMPED COTTONWOOD, CEMENTED
 LO0867'IN A DRILL HOLE A BOULDER THAT IS EXPOSED 6X8 INCHES AND FLUSH WITH
 LO0867'THE GROUND SURFACE.  IT IS 27 FEET WEST OF THE TRAIL AND 16 FEET
 LO0867'EAST OF A SHARP DROP OFF TO THE WEST.
 LO0867'
 LO0867'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COTTONWOOD USGS NO 1
 LO0867'1973, CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS EXPOSED 2X4 FEET
 LO0867'AND PROJECTS 10 INCHES ABOVE THE GROUND SURFACE.  IT IS 36 FEET
 LO0867'EAST OF THE SHARP DROP OFF TO THE WEST, 10 FEET WEST OF THE TRAIL
 LO0867'AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 LO0867'
 LO0867'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COTTONWOOD USGS NO 2
 LO0867'1973, CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS EXPOSED 3X8 FEET
 LO0867'AND PROJECTS 3 FEET ABOVE THE GROUND SURFACE.  IT IS 29 FEET WEST
 LO0867'OF THE TRAIL, 12 FEET EAST OF THE SHARP DROP TO THE WEST AND ABOUT
 LO0867'3 FEET HIGHER THAN THE STATION.
 LO0867'
 LO0867'THE MURRAY BUEHNER CO N STK 1962 CAN BE USED AS AN AZIMUTH.
 LO0867'
 LO0867'THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1078 ***********************************************************************
 LO1078  DESIGNATION -  COTTONWOOD
 LO1078  PID         -  LO1078
 LO1078  STATE/COUNTY-  UT/DUCHESNE
 LO1078  COUNTRY     -  US
 LO1078  USGS QUAD   -  DUCHESNE SW (2017)
 LO1078
 LO1078                         *CURRENT SURVEY CONTROL
 LO1078  ______________________________________________________________________
 LO1078* NAD 83(1994) POSITION- 40 01 35.49543(N) 110 29 04.35928(W)   ADJUSTED
 LO1078* NAVD 88 ORTHO HEIGHT -  2329.8   (meters)     7644.    (feet) VERTCON3
 LO1078  ______________________________________________________________________
 LO1078  GEOID HEIGHT    -        -16.713 (meters)                     GEOID18
 LO1078  LAPLACE CORR    -         -6.27  (seconds)                    DEFLEC18
 LO1078  HORZ ORDER      -  FIRST
 LO1078
 LO1078.The horizontal coordinates were established by classical geodetic methods
 LO1078.and adjusted by the National Geodetic Survey in November 1997.
 LO1078
 LO1078.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1078
 LO1078.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1078.GEOID18 height accuracy estimate available here.
 LO1078
 LO1078.Click photographs - Photos may exist for this station.
 LO1078
 LO1078.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1078
 LO1078. The following values were computed from the NAD 83(1994) position.
 LO1078
 LO1078;                    North         East     Units Scale Factor Converg.
 LO1078;SPC UT C     - 2,188,468.414   586,669.971   MT  0.99990439   +0 39 01.7
 LO1078;SPC UT C     - 7,180,000.12  1,924,766.40   sFT  0.99990439   +0 39 01.7
 LO1078;UTM  12      - 4,430,828.650   543,982.222   MT  0.99962381   +0 19 53.5
 LO1078
 LO1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1078!SPC UT C     -   0.99963727  x   0.99990439  =   0.99954169
 LO1078!UTM  12      -   0.99963727  x   0.99962381  =   0.99926121
 LO1078
 LO1078:                Primary Azimuth Mark                     Grid Az
 LO1078:SPC UT C     -  COTTONWOOD AZ MK                         242 29 37.0
 LO1078:UTM  12      -  COTTONWOOD AZ MK                         242 48 45.2
 LO1078
 LO1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK4398230828(NAD 83)
 LO1078
 LO1078|---------------------------------------------------------------------|
 LO1078| PID    Reference Object                     Distance      Geod. Az  |
 LO1078|                                                           dddmmss.s |
 LO1078| CP4745 COTTONWOOD RM 2                      32.004 METERS 03919     |
 LO1078| CP4743 COTTONWOOD AZ MK                                   2430838.7 |
 LO1078| CP4744 COTTONWOOD RM 1                      24.216 METERS 35005     |
 LO1078|---------------------------------------------------------------------|
 LO1078
 LO1078                          SUPERSEDED SURVEY CONTROL
 LO1078
 LO1078  NAD 83(1993)-  40 01 35.49442(N)    110 29 04.35997(W) AD(       ) 1
 LO1078  NAD 83(1986)-  40 01 35.47738(N)    110 29 04.35164(W) AD(       ) 1
 LO1078  NAD 27      -  40 01 35.61500(N)    110 29 01.80000(W) AD(       ) 1
 LO1078  NGVD 29 (07/19/86) 2328.4    (m)         7639.     (f) VERT ANG       
 LO1078
 LO1078.Superseded values are not recommended for survey control.
 LO1078
 LO1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1078.See file dsdata.pdf to determine how the superseded data were derived.
 LO1078
 LO1078_MARKER: DS = TRIANGULATION STATION DISK
 LO1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO1078
 LO1078  HISTORY     - Date     Condition        Report By
 LO1078  HISTORY     - 1936     MONUMENTED       CGS
 LO1078  HISTORY     - 1966     GOOD             USGS
 LO1078
 LO1078                          STATION DESCRIPTION
 LO1078
 LO1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 LO1078'ABOUT 9.5 MILES (AIR LINE) SOUTH AND 4.0 MILES WEST OF TOWN OF
 LO1078'DUCHESNE, 2.0 MILES SOUTH OF NORTH BOUNDARY OF UINTA NATIONAL
 LO1078'FOREST, ON TIMBERED RIDGE THAT LIES BETWEEN COTTONWOOD CREEK
 LO1078'AND TABBY CREEK, AND ABOUT 0.25 MILE WEST OF CORNER COMMON TO
 LO1078'SECS. 19, 20, 29, AND 30, T. 9 S., R. 13 E.  STATION RIDGE RUNS
 LO1078'SOUTHWEST AND NORTHEAST, AND IS HIGHER TO SOUTHWEST.  TO
 LO1078'REACH FROM DUCHESNE POST OFFICE--DRIVE EAST 0.25 MILE ON U.S.
 LO1078'HIGHWAY 40 TO STREET RUNNING SOUTH.  TURN RIGHT OFF U.S.
 LO1078'HIGHWAY 40 AND GO SOUTH AND EAST ON MAIN-TRAVELED ROAD 0.4 MILE
 LO1078'TO BRIDGE OVER STRAWBERRY CREEK.  CROSS BRIDGE AND CONTINUE 1.85
 LO1078'MILES TO FORK.  TAKE RIGHT FORK AND GO EAST 0.1 MILE.  TAKE
 LO1078'RIGHT FORK AND GO SOUTHWEST UP DRAW 1.4 MILES.  TAKE LEFT FORK
 LO1078'(MTR) AND GO 1.05 MILES TO FORKS IN WASH.  TAKE LEFT FORK
 LO1078'AND GO 0.8 MILE TO CROSSROADS.  CONTINUE STRAIGHT AHEAD
 LO1078'(SOUTHWEST) 0.7 MILE TO FORKS.  TAKE EITHER FORK AND GO
 LO1078'SOUTH UP SMALL DRAW, LEAVING MAIN DRAW, 1.25 MILES TO FORKS.
 LO1078'TAKE RIGHT FORK AND GO SOUTH 0.1 MILE TO FORK AND U.S.
 LO1078'GEOLOGICAL SURVEY B.M. ON RIGHT.  TAKE RIGHT FORK (MTR) AND
 LO1078'GO SOUTHERLY 0.55 MILE TO TWO DIM FORKS ABOUT 50 YARDS APART.
 LO1078'KEEP TO LEFT FORKS (MTR) FOR 0.25 MILE.  TAKE RIGHT FORK,
 LO1078'(SOUTHWEST) AND GO 0.2 MILE.  TAKE LEFT FORK AND GO 0.55 MILE
 LO1078'TO FORKS.  THEN LEFT 0.1 MILE TO DEEP WASH.  CROSS WASH AND
 LO1078'CONTINUE ON TO ANOTHER U.S. GEOLOGICAL SURVEY B.M.
 LO1078'ON RIGHT.  CONTINUE SOUTH (ON MTR)
 LO1078'0.25 MILE TO FORKS, TAKE RIGHT FORK, CROSS WASH, AND GO UP HILL
 LO1078'IN SOUTHERLY DIRECTION TO TOP OF RIDGE, THENCE ALONG TOP OF
 LO1078'RIDGE 1.5 MILES TO ANOTHER U.S. GEOLOGICAL SURVEY B.M. ON RIGHT.
 LO1078'FROM HERE GO EAST AND SOUTH (ON MTR) DOWN GRADE 0.3 MILE TO
 LO1078'FORKS.  TAKE RIGHT FORK AND GO SOUTHWESTERLY UPGRADE ALONG RIDGE
 LO1078'0.85 MILE TO FORK.  TAKE LEFT FORK SOUTHWESTERLY (ON MTR)
 LO1078'ALONG TOP OF RIDGE THROUGH TIMBER 5.7 MILES TO TRIANGLE
 LO1078'BLAZED ON TREE ON RIGHT.  STATION IS 30 YARDS WEST OF THIS
 LO1078'POINT, AND IS 3.45 MILES NORTHEAST, BY ROAD, FROM FOREST
 LO1078'SERVICE BOUNDARY-LINE FENCE.  SURFACE MARK IS STANDARD
 LO1078'DISK STATION MARK IN CONCRETE POST PROJECTING 4 INCHES ABOVE
 LO1078'GROUND.  UNDERGROUND MARK IS STANDARD DISK STATION MARK
 LO1078'IN CONCRETE.  REFERENCE MARKS ARE STANDARD DISKS IN
 LO1078'CONCRETE POSTS.  NO. 1 PROJECTS 4 INCHES ABOVE
 LO1078'GROUND, AND IS 24.216 METERS (79.45 FEET) NORTH-NORTHWEST
 LO1078'FROM STATION N 09 DEG 55 MIN W.  NO. 2 PROJECTS 4
 LO1078'INCHES, AND IS 32.004 METERS (105.00 FEET) NORTHEAST OF
 LO1078'STATION N 39 DEG 41 MIN E.  DISTANCE BETWEEN REFERENCE
 LO1078'MARKS IS 68.65 FEET.  AZIMUTH MARK IS STANDARD DISK SET IN
 LO1078'CONCRETE IN TOP OF IRON PIPE EMBEDDED IN GROUND AND PROJECTING
 LO1078'ABOUT 8 INCHES ABOVE SURFACE, AND 0.5 MILE WEST-SOUTHWEST FROM
 LO1078'STATION S 63 DEG 09 MIN W.
 LO1078
 LO1078                          STATION RECOVERY (1966)
 LO1078
 LO1078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LO1078'RECOVERED.
 LO1078'
 LO1078'STATION MARK--STANDARD DISK STATION MARK, IN CONCRETE POST PROJECTING
 LO1078'4 IN. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0866 ***********************************************************************
 LO0866  DESIGNATION -  COTTONWOOD RM 1
 LO0866  PID         -  LO0866
 LO0866  STATE/COUNTY-  UT/SALT LAKE
 LO0866  COUNTRY     -  US
 LO0866  USGS QUAD   -  SUGAR HOUSE (2017)
 LO0866
 LO0866                         *CURRENT SURVEY CONTROL
 LO0866  ______________________________________________________________________
 LO0866* NAD 83(1994) POSITION- 40 39 28.64800(N) 111 48 13.51300(W)   ADJUSTED
 LO0866* NAVD 88 ORTHO HEIGHT -  1570.1   (meters)     5151.    (feet) VERTCON3
 LO0866  ______________________________________________________________________
 LO0866  GEOID HEIGHT    -        -16.438 (meters)                     GEOID18
 LO0866  LAPLACE CORR    -         29.93  (seconds)                    DEFLEC18
 LO0866  HORZ ORDER      -  SECOND
 LO0866
 LO0866.The horizontal coordinates were established by classical geodetic methods
 LO0866.and adjusted by the National Geodetic Survey in November 1997.
 LO0866
 LO0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0866
 LO0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0866.GEOID18 height accuracy estimate available here.
 LO0866
 LO0866.Click photographs - Photos may exist for this station.
 LO0866
 LO0866.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0866
 LO0866. The following values were computed from the NAD 83(1994) position.
 LO0866
 LO0866;                    North         East     Units Scale Factor Converg.
 LO0866;SPC UT C     - 2,258,130.949   474,311.974   MT  1.00000199   -0 11 40.5
 LO0866;SPC UT C     - 7,408,551.29  1,556,138.53   sFT  1.00000199   -0 11 40.5
 LO0866;UTM  12      - 4,501,098.779   432,054.513   MT  0.99965682   -0 31 25.3
 LO0866
 LO0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0866!SPC UT C     -   0.99975634  x   1.00000199  =   0.99975833
 LO0866!UTM  12      -   0.99975634  x   0.99965682  =   0.99941324
 LO0866
 LO0866:                Primary Azimuth Mark                     Grid Az
 LO0866:SPC UT C     -  HIGHLAND                                 184 49 21.2
 LO0866:UTM  12      -  HIGHLAND                                 185 09 06.0
 LO0866
 LO0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3205401098(NAD 83)
 LO0866
 LO0866|---------------------------------------------------------------------|
 LO0866| PID    Reference Object                     Distance      Geod. Az  |
 LO0866|                                                           dddmmss.s |
 LO0866| LO0849 HIGHLAND                            APPROX. 0.5 KM 1843740.7 |
 LO0866| LO0867 COTTONWOOD                            6.110 METERS 24122     |
 LO0866|---------------------------------------------------------------------|
 LO0866
 LO0866                          SUPERSEDED SURVEY CONTROL
 LO0866
 LO0866  NAD 83(1993)-  40 39 28.64805(N)    111 48 13.51249(W) AD(       ) 2
 LO0866  NAD 83(1986)-  40 39 28.63646(N)    111 48 13.50480(W) AD(       ) 2
 LO0866  NAD 27      -  40 39 28.82413(N)    111 48 10.74797(W) AD(       ) 2
 LO0866  NGVD 29 (07/19/86) 1569.1    (m)         5148.     (f) VERT ANG       
 LO0866
 LO0866.Superseded values are not recommended for survey control.
 LO0866
 LO0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0866.See file dsdata.pdf to determine how the superseded data were derived.
 LO0866
 LO0866_MARKER: DR = REFERENCE MARK DISK
 LO0866_SETTING: 80 = SET IN A BOULDER
 LO0866_STAMPING: COTTONWOOD USGS NO 1 1973
 LO0866_MARK LOGO: NGS
 LO0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0866+STABILITY: SURFACE MOTION
 LO0866
 LO0866  HISTORY     - Date     Condition        Report By
 LO0866  HISTORY     - 1974     MONUMENTED       USGS
 LO0866
 LO0866                          STATION DESCRIPTION
 LO0866
 LO0866'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 LO0866'STATION COTTONWOOD USGS IS LOCATED ABOUT 4.5 MILES EAST-NORTHEAST OF
 LO0866'MURRAY, 2 MILES SOUTHEAST OF HOLLADAY, 0.2 MILE EAST OF WASATCH
 LO0866'BOULEVARD, IN A GROUP OF ROCKS WEST OF A GOOD WALKING TRAIL ON A LOW
 LO0866'BENCH AND ON PROPERTY OWNED BY MR. ROBERT J. FISHER.  IT IS IN THE
 LO0866'SOUTHEAST 1/4 OF SECTION 11, T2S R1E.
 LO0866'
 LO0866'TO REACH STATION COTTONWOOD USGS FROM THE JUNCTION OF INTERSTATE
 LO0866'HIGHWAYS 80 AND 215 NEAR THE EASTERN EDGE OF SALT LAKE CITY GO SOUTH
 LO0866'ON INTERSTATE HIGHWAY 215 FOR 3.6 MILES TO THE EXIT OF 4500
 LO0866'SOUTH.  TURN LEFT AND GO EAST CROSSING OVER INTERSTATE HIGHWAY 215
 LO0866'FOR 0.1 MILE TO A T-INTERSECTION, (WASATCH BOULEVARD).  TURN
 LO0866'RIGHT AND GO SOUTH ON WASATCH BOULEVARD FOR 0.2 MILE TO A SIDE
 LO0866'ROAD LEFT, (OAKCLIFF DRIVE).  TURN LEFT AND GO EAST ON OAKCLIFF
 LO0866'DRIVE FOR 0.4 MILE TO A SIDE ROAD LEFT.  (FORTUNA WAY).  TURN LEFT
 LO0866'AND GO EASTERLY ON FORTUNA WAY FOR 0.1 MILE TO A SIDE ROAD
 LO0866'RIGHT, (MILE HIGH DRIVE).  TURN RIGHT AND GO SOUTH ON MILE HIGH
 LO0866'DRIVE FOR 0.1 MILE TO A CABLE GATE, (THE KEYS FOR THE TWO GATES
 LO0866'CAN BE OBTAINED FROM THE U.S. FOREST SERVICE).  PASS THROUGH THE
 LO0866'GATE AND CONTINUE SOUTH ON THE TRACK ROAD FOR 0.2 MILE TO A GATE.
 LO0866'PASS THROUGH THE GATE AND CONTINUE SOUTH ON THE TRACK ROAD FOR
 LO0866'0.1 MILE TO A MICROWAVE TOWER AND THE END OF TRUCK TRAVEL.
 LO0866'(IN VERY DRY WEATHER IT MAY BE POSSIBLE TO DRIVE A SMALL
 LO0866'FOUR-WHEEL DRIVE VEHICLE TO THE STATION.) PACK SOUTHERLY ALONG A
 LO0866'GOOD TRAIL FOR ABOUT 15 MINUTES TO A GROUP OF BOULDERS ON THE
 LO0866'RIGHT AND THE STATION.
 LO0866'
 LO0866'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COTTONWOOD USGS NO 1
 LO0866'1973, CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS EXPOSED 2X4 FEET
 LO0866'AND PROJECTS 10 INCHES ABOVE THE GROUND SURFACE.  IT IS 36 FEET
 LO0866'EAST OF THE SHARP DROP OFF TO THE WEST, 10 FEET WEST OF THE TRAIL
 LO0866'AND ABOUT 1 FOOT HIGHER THAN THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0574 ***********************************************************************
 JM0574  DESIGNATION -  COURT
 JM0574  PID         -  JM0574
 JM0574  STATE/COUNTY-  UT/GRAND
 JM0574  COUNTRY     -  US
 JM0574  USGS QUAD   -  MERRIMAC BUTTE (2017)
 JM0574
 JM0574                         *CURRENT SURVEY CONTROL
 JM0574  ______________________________________________________________________
 JM0574* NAD 83(1994) POSITION- 38 38 08.56104(N) 109 40 13.02182(W)   ADJUSTED
 JM0574* NAVD 88 ORTHO HEIGHT -  1738.6   (meters)     5704.    (feet) VERTCON3
 JM0574  ______________________________________________________________________
 JM0574  GEOID HEIGHT    -        -20.692 (meters)                     GEOID18
 JM0574  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 JM0574  HORZ ORDER      -  THIRD
 JM0574
 JM0574.The horizontal coordinates were established by classical geodetic methods
 JM0574.and adjusted by the National Geodetic Survey in November 1997.
 JM0574
 JM0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0574
 JM0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0574.GEOID18 height accuracy estimate available here.
 JM0574
 JM0574.Click photographs - Photos may exist for this station.
 JM0574
 JM0574.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0574
 JM0574. The following values were computed from the NAD 83(1994) position.
 JM0574
 JM0574;                    North         East     Units Scale Factor Converg.
 JM0574;SPC UT C     - 2,035,201.163   659,318.598   MT  1.00011575   +1 10 19.5
 JM0574;SPC UT C     - 6,677,155.82  2,163,114.43   sFT  1.00011575   +1 10 19.5
 JM0574;UTM  12      - 4,277,190.933   615,732.851   MT  0.99976494   +0 49 49.2
 JM0574
 JM0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0574!SPC UT C     -   0.99973052  x   1.00011575  =   0.99984624
 JM0574!UTM  12      -   0.99973052  x   0.99976494  =   0.99949553
 JM0574
 JM0574:                Primary Azimuth Mark                     Grid Az
 JM0574:SPC UT C     -  6 39C                                    125 22 23.4
 JM0574:UTM  12      -  6 39C                                    125 42 53.7
 JM0574
 JM0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH1573277190(NAD 83)
 JM0574
 JM0574|---------------------------------------------------------------------|
 JM0574| PID    Reference Object                     Distance      Geod. Az  |
 JM0574|                                                           dddmmss.s |
 JM0574| JM0568 6 39C                               APPROX. 5.4 KM 1263242.9 |
 JM0574|---------------------------------------------------------------------|
 JM0574
 JM0574                          SUPERSEDED SURVEY CONTROL
 JM0574
 JM0574  NAD 83(1986)-  38 38 08.54823(N)    109 40 13.02041(W) AD(       ) 3
 JM0574  NAD 27      -  38 38 08.62282(N)    109 40 10.59263(W) AD(       ) 3
 JM0574  NGVD 29 (07/19/86) 1737.6    (m)         5701.     (f) VERT ANG       
 JM0574
 JM0574.Superseded values are not recommended for survey control.
 JM0574
 JM0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0574.See file dsdata.pdf to determine how the superseded data were derived.
 JM0574
 JM0574_MARKER: DD = SURVEY DISK
 JM0574_SETTING: 66 = SET IN ROCK OUTCROP
 JM0574_STAMPING: COURT 1951
 JM0574_MARK LOGO: USGS
 JM0574_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0574+STABILITY: POSITION/ELEVATION WELL
 JM0574
 JM0574  HISTORY     - Date     Condition        Report By
 JM0574  HISTORY     - 1951     MONUMENTED       USGS
 JM0574  HISTORY     - 1954     GOOD             USGS
 JM0574
 JM0574                          STATION DESCRIPTION
 JM0574
 JM0574'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JM0574'LOCATED ABOUT 7 MI. NW. OF MOAB, 0.5 MI. W. OF U.S. HIGHWAY 160 ON
 JM0574'THE NORTHERNMOST AND HIGHEST POINT OF TWO SANDSTONE BUTTES JUST N.
 JM0574'OF LITTLE CANYON.
 JM0574'
 JM0574'STATION REACHED BY HELICOPTER, LANDING ABOUT 200 YDS. N. OF STATION.
 JM0574'(THERE IS A TRACK RD. LEAVING U.S. HIGHWAY 160 ABOUT 9 MI. N. OF
 JM0574'MOAB AND LEADING INTO THE HEAD OF LITTLE CANYON.)
 JM0574'
 JM0574'STATION MARK--STANDARD TABLET STAMPED ---COURT 1951--- CEMENTED IN
 JM0574'DRILL HOLE.
 JM0574'
 JM0574'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---COURT
 JM0574'NO 1--- CEMENTED IN DRILL HOLE, 16.25 FT. FROM STATION MARK,
 JM0574'S 28 DEG 14 MIN W.
 JM0574
 JM0574                          STATION RECOVERY (1954)
 JM0574
 JM0574'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (JNT)
 JM0574'LOCATED ABOUT 7 MI. NW. OF MOAB, 0.5 MI. W. OF U.S. HIGHWAY 160 ON THE
 JM0574'NORTHERNMOST AND HIGHEST POINT OF TWO SANDSTONE BUTTES JUST N. OF
 JM0574'LITTLE CANYON.
 JM0574'
 JM0574'STATION REACHED BY HELICOPTER, LANDING ABOUT 200 YARDS N. OF STATION.
 JM0574'THERE IS A TRACK RD. LEAVING U.S. HIGHWAY 160 ABOUT 9 MI. N. OF MOAB
 JM0574'AND LEADING INTO THE HEAD OF LITTLE CANYON.
 JM0574'
 JM0574'STATION MARK - STANDARD TABLET STAMPED ---COURT 1951--- CEMENTED IN
 JM0574'DRILL HOLE.
 JM0574'
 JM0574'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---COURT
 JM0574'NO.1--- CEMENTED IN DRILL HOLE, 16.25 FT. FROM STATION MARK,
 JM0574'S 28 DEG 14 MIN W.
 JM0574'
 JM0574'STATION FOUND AS DESCRIBED, ALL MARKS FOUND IN
 JM0574'GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0731 ***********************************************************************
 MR0731  DESIGNATION -  COVE
 MR0731  PID         -  MR0731
 MR0731  STATE/COUNTY-  UT/CACHE
 MR0731  COUNTRY     -  US
 MR0731  USGS QUAD   -  RICHMOND (2017)
 MR0731
 MR0731                         *CURRENT SURVEY CONTROL
 MR0731  ______________________________________________________________________
 MR0731* NAD 83(1994) POSITION- 41 57 46.11749(N) 111 48 47.21364(W)   ADJUSTED
 MR0731* NAVD 88 ORTHO HEIGHT -  1383.5   (meters)     4539.    (feet) VERTCON3
 MR0731  ______________________________________________________________________
 MR0731  GEOID HEIGHT    -        -14.694 (meters)                     GEOID18
 MR0731  LAPLACE CORR    -         11.35  (seconds)                    DEFLEC18
 MR0731  HORZ ORDER      -  SECOND
 MR0731
 MR0731.The horizontal coordinates were established by classical geodetic methods
 MR0731.and adjusted by the National Geodetic Survey in November 1997.
 MR0731
 MR0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0731
 MR0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0731.GEOID18 height accuracy estimate available here.
 MR0731
 MR0731.Click photographs - Photos may exist for this station.
 MR0731
 MR0731.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0731
 MR0731. The following values were computed from the NAD 83(1994) position.
 MR0731
 MR0731;                    North         East     Units Scale Factor Converg.
 MR0731;SPC UT N     - 1,181,009.792   474,042.264   MT  1.00003406   -0 12 23.2
 MR0731;SPC UT N     - 3,874,696.29  1,555,253.66   sFT  1.00003406   -0 12 23.2
 MR0731;UTM  12      - 4,645,966.820   432,620.318   MT  0.99965586   -0 32 37.3
 MR0731
 MR0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0731!SPC UT N     -   0.99978536  x   1.00003406  =   0.99981941
 MR0731!UTM  12      -   0.99978536  x   0.99965586  =   0.99944129
 MR0731
 MR0731:                Primary Azimuth Mark                     Grid Az
 MR0731:SPC UT N     -  COVE AZ MK                               176 55 56.4
 MR0731:UTM  12      -  COVE AZ MK                               177 16 10.5
 MR0731
 MR0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM3262045966(NAD 83)
 MR0731
 MR0731|---------------------------------------------------------------------|
 MR0731| PID    Reference Object                     Distance      Geod. Az  |
 MR0731|                                                           dddmmss.s |
 MR0731| CM5385 COVE RM 1                            26.740 METERS 07944     |
 MR0731| CM5384 COVE AZ MK                                         1764333.2 |
 MR0731| CM5386 COVE RM 2                             9.513 METERS 19322     |
 MR0731| NT0569 PRESTON PET MILK CO STACK           APPROX.15.5 KM 3394345.4 |
 MR0731|---------------------------------------------------------------------|
 MR0731
 MR0731                          SUPERSEDED SURVEY CONTROL
 MR0731
 MR0731  NAD 83(1993)-  41 57 46.11389(N)    111 48 47.20323(W) AD(       ) 2
 MR0731  NAD 83(1986)-  41 57 46.10941(N)    111 48 47.19876(W) AD(       ) 2
 MR0731  NAD 27      -  41 57 46.37180(N)    111 48 44.38850(W) AD(       ) 2
 MR0731  NGVD 29 (08/09/96) 1382.5    (m)         4536.     (f) VERT ANG       
 MR0731  NGVD 29 (07/19/86) 1379.2    (m)         4525.     (f) VERT ANG       
 MR0731
 MR0731.Superseded values are not recommended for survey control.
 MR0731
 MR0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0731.See file dsdata.pdf to determine how the superseded data were derived.
 MR0731
 MR0731_MARKER: DS = TRIANGULATION STATION DISK
 MR0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0731+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2003
 MR0731
 MR0731  HISTORY     - Date     Condition        Report By
 MR0731  HISTORY     - 1963     MONUMENTED       CGS
 MR0731  HISTORY     - 1969     GOOD             USGS
 MR0731  HISTORY     - 20030828 GOOD             INDIV
 MR0731
 MR0731                          STATION DESCRIPTION
 MR0731
 MR0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MR0731'STATION IS 3-3/4 MILES SOUTH OF FRANKLIN, IDAHO, 3 MILES NORTH OF
 MR0731'RICHMOND, 2-1/2 MILES SOUTH OF THE IDAHO-UTAH STATE LINE, AND ON
 MR0731'THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 91.
 MR0731'
 MR0731'TO REACH FROM THE CAUTION LIGHT AT THE MAIN INTERSECTION IN
 MR0731'FRANKLIN, IDAHO, GO SOUTH ON U.S. HIGHWAY 91 FOR 1.4 MILES TO THE
 MR0731'STATE LINE, CONTINUE SOUTH ON U.S. 91 FOR 2.5 MILES TO STATION ON
 MR0731'THE RIGHT.
 MR0731'
 MR0731'THE STATION IS A STANDARD DISK STAMPED COVE 1963, SET IN TOP OF A
 MR0731'12 INCH SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 MR0731'IT IS 43 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 91, 12 FEET
 MR0731'NORTHEAST OF A NORTH GATE POST, 8.5 FEET EAST OF A FENCE,
 MR0731'6 FEET SOUTH OF A METAL WITNESS POST, 4 FEET NORTHWEST OF A
 MR0731'TELEPHONE POLE, AND ABOUT THE SAME ELEVATION AS THE HIGHWAY.
 MR0731'
 MR0731'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, COVE NO 1 1963, SET
 MR0731'IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 MR0731'IT IS 44 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 91, 19
 MR0731'FEET SOUTH OF THE CENTERLINE OF A SIDE ROAD, 1 FOOT WEST OF A
 MR0731'FENCE, AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 MR0731'
 MR0731'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, COVE NO 2 1963, SET
 MR0731'IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 MR0731'IT IS 50 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 91, 29 FEET
 MR0731'SOUTH-SOUTHWEST OF THE TELEPHONE POLE, 1.5 FEET SOUTHEAST OF A
 MR0731'SOUTH GATE POST, 1 FOOT EAST OF THE FENCE, AND ABOUT THE SAME
 MR0731'ELEVATION AS THE STATION.
 MR0731'
 MR0731'AZIMUTH MARK IS A STANDARD DISK STAMPED COVE 1963, SET IN TOP
 MR0731'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 48
 MR0731'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 91, 128 FEET SOUTH
 MR0731'OF THE CENTERLINE OF A FARM ROAD, 2.5 FEET NORTH OF A METAL
 MR0731'WITNESS POST, 1 FOOT WEST OF THE FENCE, AND ABOUT THE SAME
 MR0731'ELEVATION AS THE HIGHWAY.  TO REACH THE AZIMUTH MARK FROM THE
 MR0731'STATION, GO SOUTH ON THE HIGHWAY FOR 0.25 MILE TO THE MARK
 MR0731'ON THE LEFT.
 MR0731
 MR0731                          STATION RECOVERY (1969)
 MR0731
 MR0731'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MR0731'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 41111-4,
 MR0731'STATION 1014.
 MR0731
 MR0731                          STATION RECOVERY (2003)
 MR0731
 MR0731'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RCW)
 MR0731'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AB5956 ***********************************************************************
 AB5956  DESIGNATION -  COVE
 AB5956  PID         -  AB5956
 AB5956  STATE/COUNTY-  UT/CACHE
 AB5956  COUNTRY     -  US
 AB5956  USGS QUAD   -  NAOMI PEAK (2017)
 AB5956
 AB5956                         *CURRENT SURVEY CONTROL
 AB5956  ______________________________________________________________________
 AB5956* NAD 83(1994) POSITION- 41 59 18.53964(N) 111 42 28.17094(W)   ADJUSTED
 AB5956* NAVD 88 ORTHO HEIGHT -  2487.4   (meters)     8161.    (feet) VERTCON3
 AB5956  ______________________________________________________________________
 AB5956  GEOID HEIGHT    -        -14.070 (meters)                     GEOID18
 AB5956  LAPLACE CORR    -         15.23  (seconds)                    DEFLEC18
 AB5956  HORZ ORDER      -  THIRD
 AB5956
 AB5956.The horizontal coordinates were established by classical geodetic methods
 AB5956.and adjusted by the National Geodetic Survey in November 1997.
 AB5956
 AB5956.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB5956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB5956
 AB5956.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5956.GEOID18 height accuracy estimate available here.
 AB5956
 AB5956.Click photographs - Photos may exist for this station.
 AB5956
 AB5956.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB5956
 AB5956. The following values were computed from the NAD 83(1994) position.
 AB5956
 AB5956;                    North         East     Units Scale Factor Converg.
 AB5956;SPC UT N     - 1,183,835.278   482,777.746   MT  1.00003974   -0 08 13.3
 AB5956;SPC UT N     - 3,883,966.24  1,583,913.32   sFT  1.00003974   -0 08 13.3
 AB5956;UTM  12      - 4,648,739.818   441,368.867   MT  0.99964230   -0 28 24.7
 AB5956
 AB5956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5956!SPC UT N     -   0.99961222  x   1.00003974  =   0.99965195
 AB5956!UTM  12      -   0.99961222  x   0.99964230  =   0.99925466
 AB5956
 AB5956_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM4136848739(NAD 83)
 AB5956
 AB5956                          SUPERSEDED SURVEY CONTROL
 AB5956
 AB5956  NAD 83(1993)-  41 59 18.53497(N)    111 42 28.16418(W) AD(       ) 3
 AB5956  NAD 83(1986)-  41 59 18.53120(N)    111 42 28.15956(W) AD(       ) 3
 AB5956  NGVD 29 (08/09/96) 2486.2    (m)         8157.     (f) VERT ANG       
 AB5956
 AB5956.Superseded values are not recommended for survey control.
 AB5956
 AB5956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5956.See file dsdata.pdf to determine how the superseded data were derived.
 AB5956
 AB5956_MARKER: Z = SEE DESCRIPTION
 AB5956_SETTING: 80 = SET IN A BOULDER
 AB5956_STAMPING: COVE 1960
 AB5956_MARK LOGO: USFS
 AB5956
 AB5956  HISTORY     - Date     Condition        Report By
 AB5956  HISTORY     - 1960     MONUMENTED       USFS
 AB5956  HISTORY     - 1969     GOOD             USGS
 AB5956
 AB5956                          STATION DESCRIPTION
 AB5956
 AB5956'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 AB5956'LOCATED ABOUT 19 MI. NE. OF LOGAN, UTAH, ABOUT 11.5 MI. SE. OF
 AB5956'PRESTON, IDAHO, ON A LOW TOP ABOUT 1 MI. N. OF THE JUNCTION OF NORTH
 AB5956'FORK AND SOUTH FORK OF HIGH CREEK.
 AB5956'REACHED BY HELICOPTER.
 AB5956'TO REACH DRIVE N. AND E. FROM RICHMOND, UTAH, UP THE HIGH CREEK
 AB5956'DRAINAGE TO THE JUNCTION OF THE NORTH FORK AND SOUTH FORK AND END OF
 AB5956'TRUCK TRAVEL.  HIKE UPHILL (N.) FOR ABOUT 1 MI. TO A LOW TOP AND
 AB5956'STATION.
 AB5956'STATION MARK--A STANDARD U.S. DEPARTMENT OF AGRICULTURE, FOREST
 AB5956'SERVICE TABLET STAMPED---COVE 1960---, CEMENTED IN A DRILL HOLE IN
 AB5956'SOLID BOULDER.
 AB5956'REFERENCE MARK NO. 1--A CHISELED CROSS IN SOLID BEDROCK, 16.97 FT.
 AB5956'FROM THE STATION MARK 22 DEGREES EAST 03 MINUTES 38 SECONDS.
 AB5956'REFERENCE MARK NO. 2--A CHISELED CROSS IN SOLID BEDROCK, 9.40 FT. FROM
 AB5956'THE STATION MARK 105 DEGREES SE 51 MINUTES 12 SECONDS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0680 ***********************************************************************
 LN0680  DESIGNATION -  COW
 LN0680  PID         -  LN0680
 LN0680  STATE/COUNTY-  UT/UINTAH
 LN0680  COUNTRY     -  US
 LN0680  USGS QUAD   -  TAYLOR MOUNTAIN (2017)
 LN0680
 LN0680                         *CURRENT SURVEY CONTROL
 LN0680  ______________________________________________________________________
 LN0680* NAD 83(1994) POSITION- 40 40 07.64655(N) 109 41 41.52608(W)   ADJUSTED
 LN0680* NAVD 88 ORTHO HEIGHT -  2843.5   (meters)     9329.    (feet) VERTCON3
 LN0680  ______________________________________________________________________
 LN0680  GEOID HEIGHT    -        -13.988 (meters)                     GEOID18
 LN0680  LAPLACE CORR    -         -6.05  (seconds)                    DEFLEC18
 LN0680  HORZ ORDER      -  FIRST
 LN0680
 LN0680.The horizontal coordinates were established by classical geodetic methods
 LN0680.and adjusted by the National Geodetic Survey in November 1997.
 LN0680
 LN0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0680
 LN0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0680.GEOID18 height accuracy estimate available here.
 LN0680
 LN0680.Click photographs - Photos may exist for this station.
 LN0680
 LN0680.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0680
 LN0680. The following values were computed from the NAD 83(1994) position.
 LN0680
 LN0680;                    North         East     Units Scale Factor Converg.
 LN0680;SPC UT C     - 2,260,830.456   652,623.158   MT  1.00000473   +1 09 22.8
 LN0680;SPC UT C     - 7,417,407.92  2,141,147.81   sFT  1.00000473   +1 09 22.8
 LN0680;UTM  12      - 4,502,809.600   610,312.643   MT  0.99974978   +0 51 02.2
 LN0680
 LN0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0680!SPC UT C     -   0.99955635  x   1.00000473  =   0.99956108
 LN0680!UTM  12      -   0.99955635  x   0.99974978  =   0.99930624
 LN0680
 LN0680:                Primary Azimuth Mark                     Grid Az
 LN0680:SPC UT C     -  ASHLEY                                   059 54 20.0
 LN0680:UTM  12      -  ASHLEY                                   060 12 40.6
 LN0680
 LN0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL1031202809(NAD 83)
 LN0680
 LN0680|---------------------------------------------------------------------|
 LN0680| PID    Reference Object                     Distance      Geod. Az  |
 LN0680|                                                           dddmmss.s |
 LN0680| CP4756 COW RM 1                              6.419 METERS 04628     |
 LN0680| LN0683 ASHLEY                              APPROX. 4.0 KM 0610342.8 |
 LN0680| CP4757 COW RM 2                              4.868 METERS 29755     |
 LN0680|---------------------------------------------------------------------|
 LN0680
 LN0680                          SUPERSEDED SURVEY CONTROL
 LN0680
 LN0680  NAD 83(1993)-  40 40 07.64660(N)    109 41 41.52638(W) AD(       ) 1
 LN0680  NAD 83(1986)-  40 40 07.62650(N)    109 41 41.51333(W) AD(       ) 1
 LN0680  NAD 27      -  40 40 07.78700(N)    109 41 38.99000(W) AD(       ) 1
 LN0680  NGVD 29 (07/19/86) 2841.9    (m)         9324.     (f) VERT ANG       
 LN0680
 LN0680.Superseded values are not recommended for survey control.
 LN0680
 LN0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0680.See file dsdata.pdf to determine how the superseded data were derived.
 LN0680
 LN0680_MARKER: DS = TRIANGULATION STATION DISK
 LN0680_SETTING: 80 = SET IN A BOULDER
 LN0680_STAMPING: COW 1946
 LN0680_MARK LOGO: CGS
 LN0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0680+STABILITY: SURFACE MOTION
 LN0680
 LN0680  HISTORY     - Date     Condition        Report By
 LN0680  HISTORY     - 1946     MONUMENTED       CGS
 LN0680  HISTORY     - 1963     GOOD             CGS
 LN0680
 LN0680                          STATION DESCRIPTION
 LN0680
 LN0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0680'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT HILL WHICH
 LN0680'IS VERY ROCKY AND COVERED WITH ASPEN TREES.  ON THE RIDGE
 LN0680'BETWEEN COW HOLLOW AND BLACK CANYON.  ABOUT 16.5 MILES AIR LINE
 LN0680'NORTHWEST OF VERNAL.  IN CENTER AND HIGHEST POINT OF A ROCK BLUFF
 LN0680'WHICH IS APPROXIMATELY 50 FEET IN DIAMETER.  SET FLUSH AND
 LN0680'IS STAMPED--COW 1946.
 LN0680'
 LN0680'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET HIGHER THAN
 LN0680'STATION, ON THE NORTHEAST BRIM, PROJECTS 3 FEET AND IS
 LN0680'STAMPED--COW NO 1 1946.
 LN0680'
 LN0680'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN STATION,
 LN0680'9 FEET SOUTHEAST OF A 2 FOOT TREE, PROJECTS 2 FEET AND IS
 LN0680'STAMPED--COW NO 2 1946.
 LN0680'
 LN0680'STATION ASHLEY 1947 IS THE AZIMUTH MARK.
 LN0680'
 LN0680'TO REACH FROM VERNAL, GO WEST ON U.S. HIGHWAY 40 FOR 0.5
 LN0680'MILE TO A CROSSROAD AT A CONOCO SERVICE STATION ON LEFT.  TURN
 LN0680'RIGHT (N) AND GO 0.5 MILE TO CROSSROAD.  TURN LEFT (W) AND
 LN0680'GO 2.0 MILES TO MAESER STORE.  CONTINUE STRAIGHT AHEAD (W)
 LN0680'FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT, NORTH, AND GO 4.5
 LN0680'MILES TO A FORK.  TAKE LEFT FORK ON MAIN ROAD AND GO 4.2
 LN0680'MILES TO FORK.  TAKE RIGHT FORK THROUGH DRY FORK SETTLEMENT
 LN0680'AND GO 1.6 MILES TO A ROAD RIGHT UP MOUNTAIN.  TURN RIGHT
 LN0680'AND GO 2.8 MILES TO A GATE IN FENCE LINE.  THIS ROAD IS STEEP
 LN0680'AND ROUGH AND A COMPOUND GEAR IS NEEDED TO MAKE IT.
 LN0680'CONTINUE THROUGH GATE AND GO 1.8 MILES TO A TRIANGLE BLAZE
 LN0680'ON LEFT AND STATION BLACK 1947 ON THE RIGHT.  CONTINUE
 LN0680'STRAIGHT AHEAD FOR 2.25 MILES TO A TRAIL CROSSING AND A
 LN0680'TRIANGLE BLAZE ON RIGHT.  TURN RIGHT AND FOLLOW COW TRAIL
 LN0680'FOR 0.25 MILE TO END OF TRUCK TRAVEL AND A TRIANGLE BLAZE ON
 LN0680'TREE.  FROM HERE FOLLOW BLAZED TRAIL ALONG LEFT SIDE OF CREEK TO
 LN0680'BLACK CANYON, TRAIL CAN BE SEEN ACROSS CANYON BEARING TO RIGHT.
 LN0680'CROSS CANYON AND FOLLOW TRAIL TO FORK AND A TRIANGLE BLAZE.
 LN0680'TAKE LEFT FORK AND FOLLOW TO END OF TRAIL.  THEN FOLLOW BLAZES
 LN0680'THROUGH THE WOODS TO THE HIGHEST POINT AND STATION SITE AS
 LN0680'DESCRIBED ABOVE.  A 1 HOUR AND 30 MINUTE PACK.
 LN0680
 LN0680                          STATION RECOVERY (1963)
 LN0680
 LN0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (PS)
 LN0680'STATION AND MARKS WERE FOUND AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0803 ***********************************************************************
 HN0803  DESIGNATION -  COX
 HN0803  PID         -  HN0803
 HN0803  STATE/COUNTY-  UT/KANE
 HN0803  COUNTRY     -  US
 HN0803  USGS QUAD   -  FIVEMILE VALLEY (2017)
 HN0803
 HN0803                         *CURRENT SURVEY CONTROL
 HN0803  ______________________________________________________________________
 HN0803* NAD 83(1994) POSITION- 37 10 13.57900(N) 111 57 27.39040(W)   ADJUSTED
 HN0803* NAVD 88 ORTHO HEIGHT -  1757.5   (meters)     5766.    (feet) VERTCON3
 HN0803  ______________________________________________________________________
 HN0803  GEOID HEIGHT    -        -22.377 (meters)                     GEOID18
 HN0803  LAPLACE CORR    -         -4.02  (seconds)                    DEFLEC18
 HN0803  HORZ ORDER      -  THIRD
 HN0803
 HN0803.The horizontal coordinates were established by classical geodetic methods
 HN0803.and adjusted by the National Geodetic Survey in November 1997.
 HN0803
 HN0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0803
 HN0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0803.GEOID18 height accuracy estimate available here.
 HN0803
 HN0803.Click photographs - Photos may exist for this station.
 HN0803
 HN0803.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0803
 HN0803. The following values were computed from the NAD 83(1994) position.
 HN0803
 HN0803;                    North         East     Units Scale Factor Converg.
 HN0803;SPC UT S     - 3,056,009.875   459,358.430   MT  1.00000825   -0 16 49.3
 HN0803;SPC UT S     -10,026,259.06  1,507,078.45   sFT  1.00000825   -0 16 49.3
 HN0803;UTM  12      - 4,114,209.216   414,985.243   MT  0.99968903   -0 34 43.0
 HN0803
 HN0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0803!SPC UT S     -   0.99972779  x   1.00000825  =   0.99973603
 HN0803!UTM  12      -   0.99972779  x   0.99968903  =   0.99941690
 HN0803
 HN0803:                Primary Azimuth Mark                     Grid Az
 HN0803:SPC UT S     -  BUCKSKIN                                 214 11 02.1
 HN0803:UTM  12      -  BUCKSKIN                                 214 28 55.8
 HN0803
 HN0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG1498514209(NAD 83)
 HN0803
 HN0803|---------------------------------------------------------------------|
 HN0803| PID    Reference Object                     Distance      Geod. Az  |
 HN0803|                                                           dddmmss.s |
 HN0803| HO0548 BUCKSKIN                            APPROX. 7.1 KM 2135412.8 |
 HN0803|---------------------------------------------------------------------|
 HN0803
 HN0803                          SUPERSEDED SURVEY CONTROL
 HN0803
 HN0803  NAD 83(1992)-  37 10 13.57781(N)    111 57 27.39074(W) AD(       ) 3
 HN0803  NAD 83(1986)-  37 10 13.57528(N)    111 57 27.38918(W) AD(       ) 3
 HN0803  NAD 27      -  37 10 13.63163(N)    111 57 24.73143(W) AD(       ) 3
 HN0803  NGVD 29 (07/19/86) 1756.5    (m)         5763.     (f) VERT ANG       
 HN0803
 HN0803.Superseded values are not recommended for survey control.
 HN0803
 HN0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0803.See file dsdata.pdf to determine how the superseded data were derived.
 HN0803
 HN0803_MARKER: DD = SURVEY DISK
 HN0803_SETTING: 66 = SET IN ROCK OUTCROP
 HN0803_STAMPING: COX 1954
 HN0803_MARK LOGO: USGS
 HN0803_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0803+STABILITY: POSITION/ELEVATION WELL
 HN0803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0803+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2020
 HN0803
 HN0803  HISTORY     - Date     Condition        Report By
 HN0803  HISTORY     - 1954     MONUMENTED       USGS
 HN0803  HISTORY     - 20201128 GOOD             PEAKBG
 HN0803
 HN0803                          STATION DESCRIPTION
 HN0803
 HN0803'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HN0803'LOCATED ABOUT 34.0 MI. ENE. OF KANAB 31.0 MI. NW. OF MARBLE CANYON,
 HN0803'2.0 MI. W. OF PARIA RIVER, ON SANDSTONE ROCK TOP.  IT IS ON ROCKY N-W.
 HN0803'RIDGE CALLED THE COCKSCOMB.
 HN0803'
 HN0803'STATION REACHED BY HELICOPTER.
 HN0803'
 HN0803'TO REACH FROM KANAB, DRIVE 39.0 MI. E. ON THE KANAB-ADAIRVILLE RD.
 HN0803'TO LARGE SANDY WASH, WHERE THE RD. TURNS S.  STATION IS LOCATED ABOUT
 HN0803'1.0 MI. SE. OF THIS POINT.  TO REACH ON FOOT IT WOULD BE NECESSARY TO
 HN0803'DRIVE DOWN WASH AND APPROACH STATION FROM THE SW.
 HN0803'
 HN0803'STATION MARK - STANDARD TABLET STAMPED ---COX 1954--- CEMENTED IN
 HN0803'DRILL HOLE IN LARGE SANDSTONE OUTCROP.
 HN0803'
 HN0803'REFERENCE MARKS - NONE.
 HN0803
 HN0803                          STATION RECOVERY (2020)
 HN0803
 HN0803'RECOVERY NOTE BY PEAK BAGGER 2020 (TWG)
 HN0803'USED THE 1954 TO REACH DIRECTIONS WHICH WORKED WELL.  THE ROUTE ALONG
 HN0803'THE RIDGE TOP FROM THE SOUTH HAS ONE 500 FT (152.4 M) SECTION THAT IS
 HN0803'A DANGEROUS SIDE-HILL TRAVERSE WITH EXPOSURE.  A SAFER ROUTE IS TO USE
 HN0803'THE WASH THAT IS BETWEEN THE TWO MAIN RIDGES, THEN GO WEST UP THE
 HN0803'SLICK ROCK TO THE ROCK ON ALBEIT A LONGER HIKE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0798 ***********************************************************************
 HN0798  DESIGNATION -  COY
 HN0798  PID         -  HN0798
 HN0798  STATE/COUNTY-  UT/KANE
 HN0798  COUNTRY     -  US
 HN0798  USGS QUAD   -  LOWER COYOTE SPRING (2017)
 HN0798
 HN0798                         *CURRENT SURVEY CONTROL
 HN0798  ______________________________________________________________________
 HN0798* NAD 83(1994) POSITION- 37 13 53.34374(N) 111 49 38.83419(W)   ADJUSTED
 HN0798* NAVD 88 ORTHO HEIGHT -  1961.8   (meters)     6436.    (feet) VERTCON3
 HN0798  ______________________________________________________________________
 HN0798  GEOID HEIGHT    -        -22.320 (meters)                     GEOID18
 HN0798  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 HN0798  HORZ ORDER      -  THIRD
 HN0798
 HN0798.The horizontal coordinates were established by classical geodetic methods
 HN0798.and adjusted by the National Geodetic Survey in November 1997.
 HN0798
 HN0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0798
 HN0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0798.GEOID18 height accuracy estimate available here.
 HN0798
 HN0798.Click photographs - Photos may exist for this station.
 HN0798
 HN0798.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0798
 HN0798. The following values were computed from the NAD 83(1994) position.
 HN0798
 HN0798;                    North         East     Units Scale Factor Converg.
 HN0798;SPC UT S     - 3,062,736.276   470,941.506   MT  0.99999749   -0 12 02.3
 HN0798;SPC UT S     -10,048,327.27  1,545,080.59   sFT  0.99999749   -0 12 02.3
 HN0798;UTM  12      - 4,120,872.880   426,599.501   MT  0.99966637   -0 30 02.4
 HN0798
 HN0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0798!SPC UT S     -   0.99969573  x   0.99999749  =   0.99969322
 HN0798!UTM  12      -   0.99969573  x   0.99966637  =   0.99936220
 HN0798
 HN0798:                Primary Azimuth Mark                     Grid Az
 HN0798:SPC UT S     -  WAH                                      128 35 34.1
 HN0798:UTM  12      -  WAH                                      128 53 34.2
 HN0798
 HN0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG2659920872(NAD 83)
 HN0798
 HN0798|---------------------------------------------------------------------|
 HN0798| PID    Reference Object                     Distance      Geod. Az  |
 HN0798|                                                           dddmmss.s |
 HN0798| HN0797 WAH                                 APPROX. 7.5 KM 1282331.8 |
 HN0798|---------------------------------------------------------------------|
 HN0798
 HN0798                          SUPERSEDED SURVEY CONTROL
 HN0798
 HN0798  NAD 83(1992)-  37 13 53.34183(N)    111 49 38.83443(W) AD(       ) 3
 HN0798  NAD 83(1986)-  37 13 53.33904(N)    111 49 38.83318(W) AD(       ) 3
 HN0798  NAD 27      -  37 13 53.39192(N)    111 49 36.19302(W) AD(       ) 3
 HN0798  NGVD 29 (07/19/86) 1960.8    (m)         6433.     (f) VERT ANG       
 HN0798
 HN0798.Superseded values are not recommended for survey control.
 HN0798
 HN0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0798.See file dsdata.pdf to determine how the superseded data were derived.
 HN0798
 HN0798_MARKER: DD = SURVEY DISK
 HN0798_SETTING: 66 = SET IN ROCK OUTCROP
 HN0798_STAMPING: COY 1954
 HN0798_MARK LOGO: USGS
 HN0798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0798+STABILITY: POSITION/ELEVATION WELL
 HN0798
 HN0798  HISTORY     - Date     Condition        Report By
 HN0798  HISTORY     - 1954     MONUMENTED       USGS
 HN0798
 HN0798                          STATION DESCRIPTION
 HN0798
 HN0798'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HN0798'LOCATED ABOUT 11 MI. NE. OF ABANDONED SETTLEMENT OF ADAIRVILLE, 7 MI.
 HN0798'E. OF CONFLUENCE OF THE PARIA RIVER AND COTTONWOOD CREEK ON THE S.
 HN0798'END AND HIGH POINT OF A 3 MI. LONG SHARP N-S. RIDGE.  THE RIDGE HAS A
 HN0798'JAGGED TOOTH APPEARANCE AND CAN BE SEEN FOR MILES FROM THE E. OR W.
 HN0798'
 HN0798'REACHED BY HELICOPTER.
 HN0798'
 HN0798'STATION MARK - STANDARD TABLET STAMPED ---COY 1954--- CEMENTED IN
 HN0798'SOLID ROCK.
 HN0798'
 HN0798'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1077 ***********************************************************************
 LO1077  DESIGNATION -  COYOTE
 LO1077  PID         -  LO1077
 LO1077  STATE/COUNTY-  UT/DUCHESNE
 LO1077  COUNTRY     -  US
 LO1077  USGS QUAD   -  DUCHESNE SE (2017)
 LO1077
 LO1077                         *CURRENT SURVEY CONTROL
 LO1077  ______________________________________________________________________
 LO1077* NAD 83(1994) POSITION- 40 05 34.91978(N) 110 20 23.43759(W)   ADJUSTED
 LO1077* NAVD 88 ORTHO HEIGHT -  1943.1   (meters)     6375.    (feet) VERTCON3
 LO1077  ______________________________________________________________________
 LO1077  GEOID HEIGHT    -        -17.269 (meters)                     GEOID18
 LO1077  LAPLACE CORR    -         -4.90  (seconds)                    DEFLEC18
 LO1077  HORZ ORDER      -  THIRD
 LO1077
 LO1077.The horizontal coordinates were established by classical geodetic methods
 LO1077.and adjusted by the National Geodetic Survey in November 1997.
 LO1077
 LO1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1077
 LO1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1077.GEOID18 height accuracy estimate available here.
 LO1077
 LO1077.Click photographs - Photos may exist for this station.
 LO1077
 LO1077.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1077
 LO1077. The following values were computed from the NAD 83(1994) position.
 LO1077
 LO1077;                    North         East     Units Scale Factor Converg.
 LO1077;SPC UT C     - 2,196,001.936   598,923.851   MT  0.99990894   +0 44 35.4
 LO1077;SPC UT C     - 7,204,716.35  1,964,969.33   sFT  0.99990894   +0 44 35.4
 LO1077;UTM  12      - 4,438,291.881   556,274.403   MT  0.99963898   +0 25 30.6
 LO1077
 LO1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1077!SPC UT C     -   0.99969797  x   0.99990894  =   0.99960694
 LO1077!UTM  12      -   0.99969797  x   0.99963898  =   0.99933706
 LO1077
 LO1077:                Primary Azimuth Mark                     Grid Az
 LO1077:SPC UT C     -  COYOTE AZ MK                             053 30 18.1
 LO1077:UTM  12      -  COYOTE AZ MK                             053 49 22.9
 LO1077
 LO1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK5627438291(NAD 83)
 LO1077
 LO1077|---------------------------------------------------------------------|
 LO1077| PID    Reference Object                     Distance      Geod. Az  |
 LO1077|                                                           dddmmss.s |
 LO1077| CP4761 COYOTE AZ MK                                       0541453.5 |
 LO1077| CP4762 COYOTE RM 1                          14.700 METERS 09856     |
 LO1077| CP4763 COYOTE RM 2                          12.433 METERS 20925     |
 LO1077|---------------------------------------------------------------------|
 LO1077
 LO1077                          SUPERSEDED SURVEY CONTROL
 LO1077
 LO1077  NAD 83(1993)-  40 05 34.91916(N)    110 20 23.43854(W) AD(       ) 3
 LO1077  NAD 83(1986)-  40 05 34.90004(N)    110 20 23.42943(W) AD(       ) 3
 LO1077  NAD 27      -  40 05 35.03900(N)    110 20 20.87600(W) AD(       ) 3
 LO1077  NGVD 29 (07/19/86) 1941.8    (m)         6371.     (f) VERT ANG       
 LO1077
 LO1077.Superseded values are not recommended for survey control.
 LO1077
 LO1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1077.See file dsdata.pdf to determine how the superseded data were derived.
 LO1077
 LO1077_MARKER: DS = TRIANGULATION STATION DISK
 LO1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO1077
 LO1077  HISTORY     - Date     Condition        Report By
 LO1077  HISTORY     - 1946     MONUMENTED       CGS
 LO1077  HISTORY     - 1963     GOOD             USGS
 LO1077  HISTORY     - 1966     GOOD             USGS
 LO1077
 LO1077                          STATION DESCRIPTION
 LO1077
 LO1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1077'THE STATION IS LOCATED ON THE HIGHEST POINT OF A RIDGE, WHICH IS
 LO1077'BETWEEN COTTONWOOD CANYON AND SOWERS CANYON AND LOCATED ABOUT 7.5
 LO1077'MILES AIRLINE SOUTHWEST OF THE BRIDGELAND STORE AND POSTOFFICE,
 LO1077'ABOUT 6.0 MILES AIRLINE SOUTHEAST OF DUCHESNE ON A BARE POINT
 LO1077'OF AN EAST-WEST RIDGE, 9 PACES EAST OF THE WEST BRIM, SET IN A
 LO1077'CONCRETE POST WHICH PROJECTS 2 INCHES AND IS STAMPED--COYOTE
 LO1077'1946.
 LO1077'
 LO1077'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 LO1077'STATION, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES
 LO1077'AND IS STAMPED.  COYOTE NO 1 1946.
 LO1077'
 LO1077'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 LO1077'STATION, 7 PACES EAST OF THE WEST BRIM, SET IN TOP OF A CONCRETE
 LO1077'POST WHICH PROJECTS 2 INCHES AND IS STAMPED.  COYOTE NO 2 1946.
 LO1077'
 LO1077'THE AZIMUTH MARK IS ON THE SOUTH SIDE OF A SMALL HILL,
 LO1077'APPROXIMATELY 0.05 MILE NORTH OF ROAD TO STATION, 2 PACES
 LO1077'NORTHWEST OF SMALL ROCK CAIRN, SET IN OUTCROPPING BEDROCK FLUSH
 LO1077'WITH GROUND SURFACE, STAMPED--COYOTE 1946.
 LO1077'
 LO1077'TO REACH FROM DUCHESNE, GO EAST ON U.S. HIGHWAY 40 FOR 9.7 MILES
 LO1077'TO THE BRIDGELAND STORE AND POST OFFICE.  CONTINUE 0.9 MILE
 LO1077'TO CROSSROADS.  TURN RIGHT (S) AND GO 0.5 MILE TO CROSSROADS.
 LO1077'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A GRADED ROAD.  TURN
 LO1077'LEFT AND FOLLOW GRADED ROAD FOR 2.15 MILES TO CROSSROADS AT
 LO1077'THE END OF A FENCE LINE, A SHORT WAY AFTER PASSING BUILDINGS
 LO1077'ON RIGHT.  TURN RIGHT (W) AND FOLLOW SLIGHTLY USED ROAD FOR
 LO1077'0.2 MILE TO Y INTERSECTION.  TAKE THE RIGHT ROAD STRAIGHT
 LO1077'AHEAD FOR 1.5 MILES TO A FORK.  TAKE LEFT ROAD (SW) FOR 0.1
 LO1077'MILE TO A FORK.  KEEP THE LEFT ROAD FOR 1.6 MILES TO A Y
 LO1077'INTERSECTION.  KEEP THE RIGHT ROAD STRAIGHT AHEAD FOR 1.0
 LO1077'MILE TO A FORK.  TAKE LEFT ROAD FOR 0.1 MILE TO A FORK.  TAKE
 LO1077'RIGHT ROAD FOR 1.15 MILE TO A POINT JUST EAST OF A CREEK.
 LO1077'TURN RIGHT (NW) AND PICK WAY TO TOP OF RIDGE APPROXIMATELY
 LO1077'0.35 MILE TO STATION SITE AS DESCRIBED ABOVE.  A DRIVE
 LO1077'STATION.
 LO1077
 LO1077                          STATION RECOVERY (1963)
 LO1077
 LO1077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LO1077'NEW ROUTE DESCRIPTION FOLLOWS--TO REACH STATION FROM INTERSECTION
 LO1077'OF U.S. HIGHWAY 40 AND STATE HIGHWAY 33 IN DUCHESNE DRIVE SW
 LO1077'ON STATE HWY 33 FOR 2.3 MI. TO SIDE RD. ON LEFT, FOLLOW SIDE RD.
 LO1077'1.8 MI. TO FK., TURN RIGHT ON RD. UP DRAIN AND FOLLOW MAIN
 LO1077'TRAVELED RD. 6.5 MI. TO DIM CROSS RD. AT SUMMIT, TURN LEFT AND
 LO1077'GO 3.2 MI. TO RD. FK. UNDER POWER LINE, TAKE LEFT FK. ALONG
 LO1077'POWER LINE AND GO 0.2 MI., TURN LEFT AND FOLLOW DIM TRACKS
 LO1077'THRU CEDARS UP TO HIGH POINT ON RIDGE AND STATION.
 LO1077
 LO1077                          STATION RECOVERY (1966)
 LO1077
 LO1077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LO1077'RECOVERED.
 LO1077'
 LO1077'STATION MARK--STANDARD DISK, STAMPED ---COYOTE 1946---, SET IN A
 LO1077'CONCRETE POST WHICH PROJECTS 2 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0528 ***********************************************************************
 JM0528  DESIGNATION -  CR 10
 JM0528  PID         -  JM0528
 JM0528  STATE/COUNTY-  UT/SAN JUAN
 JM0528  COUNTRY     -  US
 JM0528  USGS QUAD   -  HARTS POINT SOUTH (2017)
 JM0528
 JM0528                         *CURRENT SURVEY CONTROL
 JM0528  ______________________________________________________________________
 JM0528* NAD 83(1994) POSITION- 38 04 08.41597(N) 109 33 45.47940(W)   ADJUSTED
 JM0528* NAVD 88 ORTHO HEIGHT -  1634.59  (+/-2cm)     5362.8   (feet) VERTCON3
 JM0528  ______________________________________________________________________
 JM0528  GEOID HEIGHT    -        -19.038 (meters)                     GEOID18
 JM0528  LAPLACE CORR    -          3.34  (seconds)                    DEFLEC18
 JM0528  HORZ ORDER      -  THIRD
 JM0528  VERT ORDER      -  THIRD ? (See Below)
 JM0528
 JM0528.The horizontal coordinates were established by classical geodetic methods
 JM0528.and adjusted by the National Geodetic Survey in November 1997.
 JM0528
 JM0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0528
 JM0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0528.GEOID18 height accuracy estimate available here.
 JM0528
 JM0528.The vertical order pertains to the NGVD 29 superseded value.
 JM0528
 JM0528.Click photographs - Photos may exist for this station.
 JM0528
 JM0528.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0528
 JM0528. The following values were computed from the NAD 83(1994) position.
 JM0528
 JM0528;                    North         East     Units Scale Factor Converg.
 JM0528;SPC UT S     - 3,157,399.060   669,985.782   MT  0.99996363   +1 11 13.2
 JM0528;SPC UT S     -10,358,900.08  2,198,111.69   sFT  0.99996363   +1 11 13.2
 JM0528;UTM  12      - 4,214,446.531   626,081.828   MT  0.99979578   +0 53 11.1
 JM0528
 JM0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0528!SPC UT S     -   0.99974656  x   0.99996363  =   0.99971020
 JM0528!UTM  12      -   0.99974656  x   0.99979578  =   0.99954240
 JM0528
 JM0528:                Primary Azimuth Mark                     Grid Az
 JM0528:SPC UT S     -  COTTON                                   247 10 32.8
 JM0528:UTM  12      -  COTTON                                   247 28 34.9
 JM0528
 JM0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH2608114446(NAD 83)
 JM0528
 JM0528|---------------------------------------------------------------------|
 JM0528| PID    Reference Object                     Distance      Geod. Az  |
 JM0528|                                                           dddmmss.s |
 JM0528| JM0530 COTTON                              APPROX. 3.1 KM 2482146.0 |
 JM0528|---------------------------------------------------------------------|
 JM0528
 JM0528                          SUPERSEDED SURVEY CONTROL
 JM0528
 JM0528  NAD 83(1986)-  38 04 08.40594(N)    109 33 45.48396(W) AD(       ) 3
 JM0528  NAD 27      -  38 04 08.44496(N)    109 33 43.06898(W) AD(       ) 3
 JM0528  NGVD 29            1633.56   (m)         5359.4    (f) LEVELING    3  
 JM0528
 JM0528.Superseded values are not recommended for survey control.
 JM0528
 JM0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0528.See file dsdata.pdf to determine how the superseded data were derived.
 JM0528
 JM0528_MARKER: DB = BENCH MARK DISK
 JM0528_SETTING: 80 = SET IN A BOULDER
 JM0528_STAMPING: 5361 CR10 1934
 JM0528_MARK LOGO: USGS
 JM0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0528+STABILITY: SURFACE MOTION
 JM0528
 JM0528  HISTORY     - Date     Condition        Report By
 JM0528  HISTORY     - 1934     MONUMENTED       USGS
 JM0528  HISTORY     - 1953     GOOD             USGS
 JM0528
 JM0528                          STATION DESCRIPTION
 JM0528
 JM0528'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (JNT)
 JM0528'DUGOUT RANCH, 0.2 MI. SE. OF, 100 FT. SW. OF RD., IN SE. CORNER OF
 JM0528'NORTHERNMOST BOULDER, STANDARD TABLET STAMPED ---5361 CR 10 1934---.
 JM0528'
 JM0528'FOUND AS DESCRIBED EXCEPT THAT
 JM0528'RD. HAS BEEN CHANGED TO N. SIDE OF INDIAN CREEK AND RD. EXISTING IN
 JM0528'1934 IS NOW A WELL DEFINED CATTLE TRAIL WHICH PASSES 10 FT. N. OF
 JM0528'BENCH MARK AND IS ON S. SIDE OF INDIAN CREEK.  THE BENCH MARK WAS
 JM0528'RECOVERED TO PROVIDE SPIRIT LEVEL TIE TO TRIANGULATION NET.  MARK
 JM0528'FOUND IN GOOD CONDITION.
 JM0528'
 JM0528'STATION MARK--STANDARD TABLET STAMPED ---5361 CR 10 1934---, CEMENTED
 JM0528'IN NE. CORNER OF LARGE BOULDER.
 JM0528'
 JM0528'NOTE--POSITION COMPUTED FROM SINGLE CLOSED TRIANGLE.
 JM0528'
 JM0528'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0440 ***********************************************************************
 KO0440  DESIGNATION -  CRATER
 KO0440  PID         -  KO0440
 KO0440  STATE/COUNTY-  UT/JUAB
 KO0440  COUNTRY     -  US
 KO0440  USGS QUAD   -  FUMAROLE BUTTE (2017)
 KO0440
 KO0440                         *CURRENT SURVEY CONTROL
 KO0440  ______________________________________________________________________
 KO0440* NAD 83(1994) POSITION- 39 36 56.06400(N) 112 48 12.23402(W)   ADJUSTED
 KO0440* NAVD 88 ORTHO HEIGHT -  1610.1   (meters)     5282.    (feet) VERTCON3
 KO0440  ______________________________________________________________________
 KO0440  GEOID HEIGHT    -        -19.240 (meters)                     GEOID18
 KO0440  LAPLACE CORR    -          2.84  (seconds)                    DEFLEC18
 KO0440  HORZ ORDER      -  FIRST
 KO0440
 KO0440.The horizontal coordinates were established by classical geodetic methods
 KO0440.and adjusted by the National Geodetic Survey in June 1998.
 KO0440
 KO0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0440
 KO0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0440.GEOID18 height accuracy estimate available here.
 KO0440
 KO0440.Click photographs - Photos may exist for this station.
 KO0440
 KO0440.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0440
 KO0440. The following values were computed from the NAD 83(1994) position.
 KO0440
 KO0440;                    North         East     Units Scale Factor Converg.
 KO0440;SPC UT C     - 2,143,167.723   388,090.621   MT  0.99990612   -0 50 05.7
 KO0440;SPC UT C     - 7,031,376.10  1,273,260.65   sFT  0.99990612   -0 50 05.7
 KO0440;UTM  12      - 4,386,644.733   345,197.867   MT  0.99989504   -1 09 00.5
 KO0440
 KO0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0440!SPC UT C     -   0.99975048  x   0.99990612  =   0.99965662
 KO0440!UTM  12      -   0.99975048  x   0.99989504  =   0.99964554
 KO0440
 KO0440:                Primary Azimuth Mark                     Grid Az
 KO0440:SPC UT C     -  CRATER AZ MK                             196 48 48.0
 KO0440:UTM  12      -  CRATER AZ MK                             197 07 42.8
 KO0440
 KO0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ4519786644(NAD 83)
 KO0440
 KO0440|---------------------------------------------------------------------|
 KO0440| PID    Reference Object                     Distance      Geod. Az  |
 KO0440|                                                           dddmmss.s |
 KO0440| CM5390 CRATER RM 1                           5.330 METERS 13333     |
 KO0440| KO0423 DELTA WATER TANK                    APPROX.34.4 KM 1453010.6 |
 KO0440| CM5389 CRATER AZ MK                                       1955842.3 |
 KO0440| CM5391 CRATER RM 2                           6.141 METERS 31303     |
 KO0440|---------------------------------------------------------------------|
 KO0440
 KO0440                          SUPERSEDED SURVEY CONTROL
 KO0440
 KO0440  NAD 83(1986)-  39 36 56.05612(N)    112 48 12.22362(W) AD(       ) 1
 KO0440  NAD 27      -  39 36 56.24769(N)    112 48 09.37781(W) AD(       ) 1
 KO0440  NGVD 29 (07/19/86) 1609.0    (m)         5279.     (f) VERT ANG       
 KO0440
 KO0440.Superseded values are not recommended for survey control.
 KO0440
 KO0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0440.See file dsdata.pdf to determine how the superseded data were derived.
 KO0440
 KO0440_MARKER: DS = TRIANGULATION STATION DISK
 KO0440_SETTING: 66 = SET IN ROCK OUTCROP
 KO0440_MARK LOGO: CGS
 KO0440
 KO0440  HISTORY     - Date     Condition        Report By
 KO0440  HISTORY     - 1965     MONUMENTED       CGS
 KO0440  HISTORY     - 1974     GOOD             DMA
 KO0440
 KO0440                          STATION DESCRIPTION
 KO0440
 KO0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 KO0440'STATION IS LOCATED ABOUT 25 MILES WEST-NORTHWEST OF LYNNDYL,
 KO0440'ABOUT 23 MILES NORTHWEST OF DELTA, ABOUT 5 MILES WEST OF CRATER
 KO0440'SPRINGS HEALTH RESORT, ABOUT 4 MILES NORTH OF JUAB-MILLARD
 KO0440'COUNTY LINE AND ON EAST END OF HIGH PROMINENT BENCH NOTICEABLE
 KO0440'FOR MILES IN ALL DIRECTIONS.
 KO0440'
 KO0440'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 KO0440'HIGHWAY 99 IN THE WEST EDGE OF DELTA, GO WEST-NORTH AND WEST
 KO0440'ON STATE HIGHWAY 99 FOR 3.8 MILES TO A CROSSROAD, TURN RIGHT
 KO0440'AND GO NORTH ON STATE HIGHWAY 99 FOR 1.3 MILES TO A CHURCH
 KO0440'ON THE LEFT IN THE SMALL SETTLEMENT OF SUTHERLAND, CONTINUE
 KO0440'NORTH ON THE SURFACED ROAD FOR 5.2 MILES TO A T-ROAD JUNCTION,
 KO0440'TURN LEFT AND GO WEST FOR 4.95 MILES TO A SIDE ROAD RIGHT,
 KO0440'TURN RIGHT AND GO NORTH AND NORTHWEST ON MAIN TRAVELED
 KO0440'GRAVELED ROAD 7.7 MILES TO A SIDE ROAD LEFT NEAR THE SOUTHERN
 KO0440'END OF THE HIGH BENCH AREA, TURN LEFT AND GO
 KO0440'WEST-NORTHWEST ON TRACK ROAD 2.65 MILES TO A GATE, CONTINUE
 KO0440'NORTHWEST 0.85 MILE TO A CROSSROAD, CONTINUE NORTHERLY ON
 KO0440'THE TRACK ROAD 0.85 MILE TO A FORK, TAKE THE RIGHT FORK AND
 KO0440'FOLLOW THE VERY ROUGH ROCKY ROAD NORTHEAST UP DRAW 3.5
 KO0440'MILES TO THE AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE
 KO0440'FOLLOWING ROUGH TRACK ROAD FOR 0.3 MILE TO ROAD FORK,
 KO0440'KEEP LEFT AND GO NORTHERLY 0.15 MILE TO END OF TRUCK
 KO0440'TRAVEL AT SOUTHWEST BASE OF THE HIGH PROMINENT BENCH, PACK
 KO0440'NORTH TO A LOW PLACE IN THE RIM, THENCE EAST TO SUMMIT AND
 KO0440'STATION.  (ABOUT A 15 MINUTE PACK).
 KO0440'
 KO0440'STATION MARK, A STANDARD DISK STAMPED CRATER 1965, IS SET IN
 KO0440'A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 5 INCHES.  THE
 KO0440'MARK IS 18 FEET SOUTHEAST OF A ROCK CAIRN AND 7 FEET WEST OF
 KO0440'THE EAST RIM OF BENCH.
 KO0440'
 KO0440'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED CRATER NO
 KO0440'1 1965, IS SET IN A DRILL HOLE IN BEDROCK SOUTHEAST OF STATION.
 KO0440'THE MARK IS ABOUT THE SAME ELEVATION AS STATION AND 36 FEET
 KO0440'SOUTHEAST OF ROCK CAIRN.
 KO0440'
 KO0440'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED CRATER NO
 KO0440'2 1965, IS SET IN A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT
 KO0440'5 INCHES.  THE MARK IS ABOUT 1 FOOT HIGHER IN ELEVATION THAN
 KO0440'STATION, 8 FEET WEST OF EAST RIM OF BENCH AND 6 FEET WEST OF
 KO0440'CAIRN.
 KO0440'
 KO0440'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED CRATER 1965,
 KO0440'IS SET IN A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 5
 KO0440'INCHES.  THE MARK IS 82 FEET EAST OF CENTER OF ROAD LEADING
 KO0440'TO STATION AND 7.7 FEET SOUTHWEST OF THE WITNESS POST.
 KO0440'
 KO0440'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KO0440
 KO0440                          STATION RECOVERY (1974)
 KO0440
 KO0440'RECOVERY NOTE BY DEFENSE MAP AGENCY 1974 (GRA)
 KO0440'CRATER 1965-GOOD
 KO0440'
 KO0440'CRATER 1965-GOOD (AZIMUTH MARK)
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0586 ***********************************************************************
 JM0586  DESIGNATION -  CRESENT
 JM0586  PID         -  JM0586
 JM0586  STATE/COUNTY-  UT/GRAND
 JM0586  COUNTRY     -  US
 JM0586  USGS QUAD   -  VALLEY CITY (2017)
 JM0586
 JM0586                         *CURRENT SURVEY CONTROL
 JM0586  ______________________________________________________________________
 JM0586* NAD 83(1994) POSITION- 38 51 16.16406(N) 109 45 53.93199(W)   ADJUSTED
 JM0586* NAVD 88 ORTHO HEIGHT -  1677.8   (meters)     5505.    (feet) VERTCON3
 JM0586  ______________________________________________________________________
 JM0586  GEOID HEIGHT    -        -20.571 (meters)                     GEOID18
 JM0586  LAPLACE CORR    -          1.87  (seconds)                    DEFLEC18
 JM0586  HORZ ORDER      -  SECOND
 JM0586
 JM0586.The horizontal coordinates were established by classical geodetic methods
 JM0586.and adjusted by the National Geodetic Survey in November 1997.
 JM0586
 JM0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0586
 JM0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0586.GEOID18 height accuracy estimate available here.
 JM0586
 JM0586.Click photographs - Photos may exist for this station.
 JM0586
 JM0586.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0586
 JM0586. The following values were computed from the NAD 83(1994) position.
 JM0586
 JM0586;                    North         East     Units Scale Factor Converg.
 JM0586;SPC UT C     - 2,059,320.942   650,602.981   MT  1.00004397   +1 06 41.1
 JM0586;SPC UT C     - 6,756,288.79  2,134,519.95   sFT  1.00004397   +1 06 41.1
 JM0586;UTM  12      - 4,301,354.004   607,162.932   MT  0.99974141   +0 46 29.5
 JM0586
 JM0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0586!SPC UT C     -   0.99974005  x   1.00004397  =   0.99978401
 JM0586!UTM  12      -   0.99974005  x   0.99974141  =   0.99948153
 JM0586
 JM0586:                Primary Azimuth Mark                     Grid Az
 JM0586:SPC UT C     -  CRESENT AZ MK                            122 33 05.2
 JM0586:UTM  12      -  CRESENT AZ MK                            122 53 16.8
 JM0586
 JM0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ0716201354(NAD 83)
 JM0586
 JM0586|---------------------------------------------------------------------|
 JM0586| PID    Reference Object                     Distance      Geod. Az  |
 JM0586|                                                           dddmmss.s |
 JM0586| CM6315 CRESENT AZ MK                                      1233946.3 |
 JM0586| CM6316 CRESENT RM 1                         10.611 METERS 16625     |
 JM0586| CM6317 CRESENT RM 2                          9.400 METERS 27025     |
 JM0586|---------------------------------------------------------------------|
 JM0586
 JM0586                          SUPERSEDED SURVEY CONTROL
 JM0586
 JM0586  NAD 83(1986)-  38 51 16.15016(N)    109 45 53.92918(W) AD(       ) 2
 JM0586  NAD 27      -  38 51 16.24100(N)    109 45 51.48800(W) AD(       ) 2
 JM0586  NGVD 29 (07/19/86) 1676.7    (m)         5501.     (f) VERT ANG       
 JM0586
 JM0586.Superseded values are not recommended for survey control.
 JM0586
 JM0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0586.See file dsdata.pdf to determine how the superseded data were derived.
 JM0586
 JM0586_MARKER: DS = TRIANGULATION STATION DISK
 JM0586_SETTING: 66 = SET IN ROCK OUTCROP
 JM0586_STAMPING: CRESENT 1927
 JM0586_MARK LOGO: CGS
 JM0586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0586+STABILITY: POSITION/ELEVATION WELL
 JM0586
 JM0586  HISTORY     - Date     Condition        Report By
 JM0586  HISTORY     - 1937     MONUMENTED       CGS
 JM0586  HISTORY     - 1953     GOOD             USGS
 JM0586  HISTORY     - 1966     GOOD             CGS
 JM0586  HISTORY     - 1972     GOOD             NGS
 JM0586
 JM0586                          STATION DESCRIPTION
 JM0586
 JM0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JM0586'STATION IS 9.0 MILES AIRLINE S BY W OF THOMPSON, 25 MILES
 JM0586'BY ROAD AND TRAIL N OF MOAB, AND ABOUT 31.5 MILES S BY E OF
 JM0586'GREEN RIVER.  IT IS 2.5 MILES BY ROAD AND TRAIL E OF U.S.
 JM0586'HIGHWAY 450, ON THE HIGHEST POINT OF A RAGGED RIDGE RUNNING
 JM0586'NW AND SE WHICH IS COVERED WITH SCATTERED SCRUB CEDARS AND
 JM0586'JUNIPERS.
 JM0586'
 JM0586'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 JM0586'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 JM0586'
 JM0586'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 JM0586'IN A BOULDER.
 JM0586'
 JM0586'TO REACH FROM THE CRESCENT JUNCTION, WHICH IS THE JUNCTION
 JM0586'OF U.S. HIGHWAYS 50 AND 450, 6 MILES W OF THOMPSON, GO S
 JM0586'ON HIGHWAY 450 9.9 MILES TO A DIRT GRADED T-ROAD SHARP LEFT
 JM0586'AT SIGN - PUBLIC STOCK WATER CORRAL AND RESERVOIR.  HERE TURN
 JM0586'LEFT AND GO E 1.6 MILES TO ROCK RESERVOIR AND END OF TRUCK
 JM0586'TRAVEL.  HERE LEAVE TRUCK AND PACK NORTHWARD ALONG LEFT SIDE
 JM0586'OF SMALL ROCKY CANYON.  AT THE MOUTH OF WHICH LIES THE
 JM0586'RESERVOIR, KEEPING CLOSE TO THE EDGE OF THE CANYON TO AVOID DEEP
 JM0586'ROCKY WASHES.  WHEN THE FIRST BENCH IS REACHED, THE CANYON
 JM0586'IS SEEN TO SPREAD OUT IN A FAN-SHAPED WHITE SANDSTONE
 JM0586'SLOPE.  BEAR SOMEWHAT LEFT ON WHITE ROCK AND HEAD FOR
 JM0586'SMALL SADDLE IN CREST OF RIDGE TO THE NORTHWARD.  THEN LEFT
 JM0586'ALONG CREST TO HIGHEST POINT AND STATION SITE.  TIME OF
 JM0586'PACK IS ABOUT 1 HOUR.  THE AZIMUTH MARK IS IN A HIGH POINT OF
 JM0586'THE RIDGE ABOUT MIDWAY BETWEEN THE SMALL SADDLE AND THE
 JM0586'STATION.
 JM0586
 JM0586                          STATION RECOVERY (1953)
 JM0586
 JM0586'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 JM0586'RECOVERED.
 JM0586
 JM0586                          STATION RECOVERY (1966)
 JM0586
 JM0586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 JM0586'THE STATION AND REFERENCE MARKS WERE RECOVERED AND ARE IN
 JM0586'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  STATION
 JM0586'WAS NOT OCCUPIED BUT WAS OBSERVED UPON FOR CHECK ANGLE PURPOSES
 JM0586'ONLY.  HIGHWAY NUMBERS HAVE BEEN CHANGED AND DESERT ROADS ARE
 JM0586'DIFFERENT THAN IN THE ORIGINAL DESCRIPTION.  A NEW DESCRIPTION
 JM0586'TO REACH THE STATION FOLLOWS--
 JM0586'
 JM0586'TO REACH THE STATION FROM THE VILLAGE OF THOMPSON, GO WEST ON
 JM0586'U.S. HIGHWAY 6 AND 50 FOR 6 MILES TO CRESENT JUNCTION.  THEN
 JM0586'LEFT, SOUTH ON U.S. 160 FOR 8.9 MILES TO A GRAVELED SIDE ROAD
 JM0586'ON THE LEFT.  THEN LEFT, EAST, FOR 0.35 MILE TO A FORK.  THEN
 JM0586'RIGHT, SOUTHERLY FOR 0.15 MILE (PASSING A CORRAL ON THE LEFT)
 JM0586'TO A FORK--TAKE THE RIGHT ROAD, FIRST SOUTHERLY THEN EASTERLY,
 JM0586'FOR 0.7 MILE TO A POINT WHERE IT MEETS ANOTHER ROAD THAT IS
 JM0586'A SOUTHWEST - NORTHEAST ROAD.  THEN TAKE THE EXTREME LEFT FORK
 JM0586'AND GO NORTHERLY FOR 0.9 MILE TO A RESERVOIR AND THE END OF
 JM0586'TRUCK TRAVEL.  FROM HERE THE ORIGINAL DESCRIPTION IS
 JM0586'ACCURATE AND PACK TIME IS APPROXIMATELY 1 HOUR.  THE
 JM0586'FOLLOWING IS FROM THE ORIGINAL DESCRIPTION--FROM THE END OF
 JM0586'TRUCK TRAVEL, PACK NORTHWARD ALONG LEFT SIDE OF SMALL ROCKY
 JM0586'CANYON, KEEPING CLOSE TO THE EDGE OF THE CANYON TO
 JM0586'AVOID DEEP ROCK WASHES.  WHEN THE FIRST BENCH IS REACHED,
 JM0586'THE CANYON IS SEEN TO SPREAD OUT IN A FAN-SHAPED WHITE SANDSTONE
 JM0586'SLOPE.  BEAR LEFT ON WHITE ROCK AND HEAD FOR SMALL SADDLE IN
 JM0586'CREST OF RIDGE TO THE NORTHWARD.  THEN LEFT ALONG CREST TO HIGHEST
 JM0586'POINT AND STATION.  THE AZIMUTH MARK IS IN A HIGH POINT OF THE
 JM0586'RIDGE ABOUT MIDWAY BETWEEN THE SMALL SADDLE AND THE
 JM0586'STATION.
 JM0586'
 JM0586'HEIGHT OF LIGHT ABOVE STATION MARK 1.01 METERS.
 JM0586'
 JM0586'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES SOUTH
 JM0586'OF THOMPSON
 JM0586
 JM0586                          STATION RECOVERY (1972)
 JM0586
 JM0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JM0586'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 JM0586'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE 1937
 JM0586'VALUES WERE CHECKED AT THIS TIME EXCEPT FOR THE DISTANCE TO
 JM0586'R.M. 2 WHICH WAS MEASURED IN SLOPE IN 1937.  DUE TO ROAD
 JM0586'CHANGES IN THE AREA A NEW ROUTE TO THE STATION FOLLOWS.
 JM0586'
 JM0586'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND EAST
 JM0586'CENTER STREETS IN MOAB, GO NORTH ALONG U.S. HIGHWAY 163 FOR
 JM0586'18-1/2 MILES TO THE ENTRANCE OF THE AIRPORT ON THE LEFT,
 JM0586'CONTINUE AHEAD FOR 4.1 MILES TO A MICRO-WAVE TOWER ON THE
 JM0586'LEFT, CONTINUE AHEAD FOR 0.9 MILE TO A GRADED SIDE ROAD RIGHT.
 JM0586'TURN RIGHT AND GO EAST, SOUTH AND EAST ALONG THE MAIN TRAVELED
 JM0586'ROAD FOR 1.0 MILE TO A FORK AT BASE OF MOUNTAIN.  TAKE THE
 JM0586'RIGHT FORK LEADING UPGRADE FOR 1.0 MILE TO A FORK.  TURN LEFT
 JM0586'AND TURN LEFT AGAIN ON TRACK ROAD LEADING DOWNGRADE TO THE
 JM0586'BARE ROCK SLOPE.  DRIVE UPGRADE CROSSING TO THE FAR SIDE OF
 JM0586'THE ROCK SLOPE AND CONTINUE UPGRADE TO END OF TRUCK TRAVEL.
 JM0586'THE STATION IS ON THE TOP OF THE HIGHEST POINT OF THE
 JM0586'TIMBERED RIDGE DIRECTLY UP THE RIDGE.  ABOUT A 20 MINUTE
 JM0586'PACK.
 JM0586'
 JM0586'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JM0586'
 JM0586'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES
 JM0586'NORTH OF MOAB
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0539 ***********************************************************************
 JO0539  DESIGNATION -  CRICKET
 JO0539  PID         -  JO0539
 JO0539  STATE/COUNTY-  UT/MILLARD
 JO0539  COUNTRY     -  US
 JO0539  USGS QUAD   -  HEADLIGHT MOUNTAIN (2017)
 JO0539
 JO0539                         *CURRENT SURVEY CONTROL
 JO0539  ______________________________________________________________________
 JO0539* NAD 83(1994) POSITION- 38 47 47.35004(N) 113 01 34.39507(W)   ADJUSTED
 JO0539* NAVD 88 ORTHO HEIGHT -  2058.27  (+/-2cm)     6752.8   (feet) VERTCON3
 JO0539  ______________________________________________________________________
 JO0539  GEOID HEIGHT    -        -20.200 (meters)                     GEOID18
 JO0539  LAPLACE CORR    -          5.50  (seconds)                    DEFLEC18
 JO0539  HORZ ORDER      -  SECOND
 JO0539  VERT ORDER      -  THIRD ? (See Below)
 JO0539
 JO0539.The horizontal coordinates were established by classical geodetic methods
 JO0539.and adjusted by the National Geodetic Survey in November 1997.
 JO0539
 JO0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0539
 JO0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0539.GEOID18 height accuracy estimate available here.
 JO0539
 JO0539.The vertical order pertains to the NGVD 29 superseded value.
 JO0539
 JO0539.Click photographs - Photos may exist for this station.
 JO0539
 JO0539.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0539
 JO0539. The following values were computed from the NAD 83(1994) position.
 JO0539
 JO0539;                    North         East     Units Scale Factor Converg.
 JO0539;SPC UT C     - 2,052,551.987   367,409.337   MT  1.00006161   -0 58 39.6
 JO0539;SPC UT C     - 6,734,080.98  1,205,408.80   sFT  1.00006161   -0 58 39.6
 JO0539;UTM  12      - 4,296,142.748   324,036.510   MT  0.99998129   -1 16 11.5
 JO0539
 JO0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0539!SPC UT C     -   0.99968033  x   1.00006161  =   0.99974192
 JO0539!UTM  12      -   0.99968033  x   0.99998129  =   0.99966163
 JO0539
 JO0539:                Primary Azimuth Mark                     Grid Az
 JO0539:SPC UT C     -  LAW                                      266 25 19.9
 JO0539:UTM  12      -  LAW                                      266 42 51.8
 JO0539
 JO0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH2403696142(NAD 83)
 JO0539
 JO0539|---------------------------------------------------------------------|
 JO0539| PID    Reference Object                     Distance      Geod. Az  |
 JO0539|                                                           dddmmss.s |
 JO0539| CM5399 CRICKET RM 2                          1.826 METERS 02842     |
 JO0539| CM5398 CRICKET RM 1                          5.863 METERS 22849     |
 JO0539| JO0549 LAW                                 APPROX.28.5 KM 2652640.3 |
 JO0539|---------------------------------------------------------------------|
 JO0539
 JO0539                          SUPERSEDED SURVEY CONTROL
 JO0539
 JO0539  NAD 83(1986)-  38 47 47.34504(N)    113 01 34.39364(W) AD(       ) 2
 JO0539  NAD 27      -  38 47 47.49502(N)    113 01 31.55109(W) AD(       ) 2
 JO0539  NGVD 29            2057.00   (m)         6748.7    (f) LEVELING    3  
 JO0539
 JO0539.Superseded values are not recommended for survey control.
 JO0539
 JO0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0539.See file dsdata.pdf to determine how the superseded data were derived.
 JO0539
 JO0539_MARKER: DD = SURVEY DISK
 JO0539_SETTING: 80 = SET IN A BOULDER
 JO0539_STAMPING: CRICKET 1971
 JO0539_MARK LOGO: USGS
 JO0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0539+STABILITY: SURFACE MOTION
 JO0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0539+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2018
 JO0539
 JO0539  HISTORY     - Date     Condition        Report By
 JO0539  HISTORY     - 1971     MONUMENTED       USGS
 JO0539  HISTORY     - 20040328 GOOD             INDIV
 JO0539  HISTORY     - 20180925 GOOD             INDIV
 JO0539
 JO0539                          STATION DESCRIPTION
 JO0539
 JO0539'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0539'RM 1 - RM 2 NOT MEASURED
 JO0539'
 JO0539'LOCATED ABOUT 27 MI N. OF MILFORD.  6 MI NNW. OF BLACK ROCK.  5
 JO0539'MI E. OF SEVIER LAKE.  ON A TOP ON THE SOUTHWEST SIDE OF THE
 JO0539'CRICKET MOUNTAINS.
 JO0539'
 JO0539'REACHED BY HELICOPTER.
 JO0539'
 JO0539'BEST APPROACH FOR GROUND PARTIES IS PROBABLY FROM THE E. FROM
 JO0539'BLACK ROCK, DRIVE N. ABOUT 1.5 MI TO A RD. FK. LEFT.  FOLLOW
 JO0539'THIS RD. FOR ABOUT 3 MI TO A X-RD.  CONTINUE STRAIGHT 3 MI INTO A
 JO0539'SMALL VALLEY E. OF THE STATION.  PACK W. UP THE HILL TO TOP AND
 JO0539'STATION.
 JO0539'
 JO0539'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED CRICKET
 JO0539'1971 CEMENTED IN A DRILL HOLE IN SOLID BEDROCK.
 JO0539'
 JO0539'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE REFERENCE MARK
 JO0539'TABLET STAMPED CRICKET NO 1 1971 CEMENTED IN DRILL HOLE IN
 JO0539'SOLID BEDROCK.
 JO0539'
 JO0539'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE REFERENCE MARK
 JO0539'TABLET STAMPED CRICKET NO 2 1971 CEMENTED IN A DRILL HOLE IN
 JO0539'SOLID BEDROCK.
 JO0539
 JO0539                          STATION RECOVERY (2004)
 JO0539
 JO0539'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HDM)
 JO0539'RECOVERED IN GOOD CONDITION.
 JO0539
 JO0539                          STATION RECOVERY (2018)
 JO0539
 JO0539'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (TWG)
 JO0539'I FOLLOWED THE 1971 BEST APPROACH DESCRIPTION EXCEPT DRIVING 5.7 MI
 JO0539'(9.2 KM).  THEN I HIKED WEST UP THE RIDGE.  THE HIKE TOOK 46 MINUTES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0667 ***********************************************************************
 MR0667  DESIGNATION -  CRISTO
 MR0667  PID         -  MR0667
 MR0667  STATE/COUNTY-  UT/RICH
 MR0667  COUNTRY     -  US
 MR0667  USGS QUAD   -  CURTIS RIDGE (2017)
 MR0667
 MR0667                         *CURRENT SURVEY CONTROL
 MR0667  ______________________________________________________________________
 MR0667* NAD 83(1994) POSITION- 41 30 13.10012(N) 111 28 41.74793(W)   ADJUSTED
 MR0667* NAVD 88 ORTHO HEIGHT -  2758.40  (+/-2cm)     9049.9   (feet) VERTCON3
 MR0667  ______________________________________________________________________
 MR0667  GEOID HEIGHT    -        -14.849 (meters)                     GEOID18
 MR0667  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 MR0667  HORZ ORDER      -  FIRST
 MR0667  VERT ORDER      -  THIRD ? (See Below)
 MR0667
 MR0667.The horizontal coordinates were established by classical geodetic methods
 MR0667.and adjusted by the National Geodetic Survey in November 1997.
 MR0667
 MR0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0667
 MR0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0667.GEOID18 height accuracy estimate available here.
 MR0667
 MR0667.The vertical order pertains to the NGVD 29 superseded value.
 MR0667
 MR0667.Click photographs - Photos may exist for this station.
 MR0667
 MR0667.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0667
 MR0667. The following values were computed from the NAD 83(1994) position.
 MR0667
 MR0667;                    North         East     Units Scale Factor Converg.
 MR0667;SPC UT N     - 1,129,964.202   501,814.768   MT  0.99996656   +0 00 51.6
 MR0667;SPC UT N     - 3,707,224.22  1,646,370.62   sFT  0.99996656   +0 00 51.6
 MR0667;UTM  12      - 4,594,778.608   460,084.996   MT  0.99961961   -0 19 01.0
 MR0667
 MR0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0667!SPC UT N     -   0.99956986  x   0.99996656  =   0.99953643
 MR0667!UTM  12      -   0.99956986  x   0.99961961  =   0.99918963
 MR0667
 MR0667:                Primary Azimuth Mark                     Grid Az
 MR0667:SPC UT N     -  CRISTO AZ MK                             111 08 41.1
 MR0667:UTM  12      -  CRISTO AZ MK                             111 28 33.7
 MR0667
 MR0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL6008494778(NAD 83)
 MR0667
 MR0667|---------------------------------------------------------------------|
 MR0667| PID    Reference Object                     Distance      Geod. Az  |
 MR0667|                                                           dddmmss.s |
 MR0667| CM5401 CRISTO RM 1                          10.853 METERS 10849     |
 MR0667| CM5400 CRISTO AZ MK                                       1110932.7 |
 MR0667| CM5402 CRISTO RM 2                          19.253 METERS 20612     |
 MR0667|---------------------------------------------------------------------|
 MR0667
 MR0667                          SUPERSEDED SURVEY CONTROL
 MR0667
 MR0667  NAD 83(1993)-  41 30 13.10015(N)    111 28 41.74789(W) AD(       ) 1
 MR0667  NAD 83(1986)-  41 30 13.08954(N)    111 28 41.74035(W) AD(       ) 1
 MR0667  NAD 27      -  41 30 13.30690(N)    111 28 38.99990(W) AD(       ) 1
 MR0667  NGVD 29            2756.93   (m)         9045.0    (f) LEVELING    3  
 MR0667  NGVD 29            2756.92   (m)         9045.0    (f) LEVELING    3  
 MR0667
 MR0667.Superseded values are not recommended for survey control.
 MR0667
 MR0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0667.See file dsdata.pdf to determine how the superseded data were derived.
 MR0667
 MR0667_MARKER: DS = TRIANGULATION STATION DISK
 MR0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0667
 MR0667  HISTORY     - Date     Condition        Report By
 MR0667  HISTORY     - 1938     MONUMENTED       CGS
 MR0667  HISTORY     - 1962     GOOD             CGS
 MR0667  HISTORY     - 1963     GOOD             USGS
 MR0667  HISTORY     - 1969     GOOD             USGS
 MR0667
 MR0667                          STATION DESCRIPTION
 MR0667
 MR0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 MR0667'STATION IS IN THE NORTHEASTERN PART OF UTAH ON ABOUT THE
 MR0667'CACHE-RICH COUNTY LINE.  IT IS ON A ROUND TOP SAGE-COVERED
 MR0667'HILL ABOUT 3-1/2 MILES NORTH OF MONTE CRISTO PEAK.  STATION IS
 MR0667'ABOUT 32 MILES AIRLINE NORTHEAST OF OGDEN, ABOUT 28 MILES
 MR0667'EAST OF BRIGHAM AND ABOUT 19 MILES AIRLINE SOUTHEAST OF LOGAN.
 MR0667'
 MR0667'SURFACE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 MR0667'REFERENCE MARK NO. 1 IS A
 MR0667'STANDARD BRONZE DISK IN A BOULDER.
 MR0667'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK IN BEDROCK.
 MR0667'
 MR0667'REACHED FROM INTERSECTION OF WASHINGTON BLVD. AND 24TH STREET
 MR0667'IN OGDEN BY GOING EAST ON 24TH STREET, STATE HIGHWAY 39, FOR
 MR0667'1.1 MILES TO HARRISON BLVD.  THENCE LEFT AND GO NORTH AND
 MR0667'EAST FOLLOWING UTAH 39, PAVED, UP OGDEN RIVER CANYON FOR 7.0
 MR0667'MILES TO FORK AT PINE VIEW RESERVOIR DAM.  THENCE RIGHT FORK,
 MR0667'EAST FOR 4.4 MILES TO CROSSROADS AT NW EDGE OF HUNTSVILLE.
 MR0667'THENCE RIGHT FORK, EAST, UTAH 39, PAVED, GRAVEL AND DIRT, FOR
 MR0667'30.0 MILES TO CROSSROADS AND SIGN--MONTE CRISTO RECREATION
 MR0667'AREA--AND TWO WHITE BUILDINGS ON LEFT.  THENCE CONTINUE
 MR0667'STRAIGHT AHEAD 1.1 MILES TO TRAIL ROAD LEFT AND SIGN IN
 MR0667'LARGE PINE TREE ON LEFT OF ROAD MARKED--QUAILS TREES.  THENCE
 MR0667'LEFT, NORTH, ON TRAIL ROAD FOR 1.2 MILES TO WHERE ROAD SWINGS
 MR0667'RIGHT AND ANOTHER TRAIL ROAD COMES IN FROM LEFT.  THENCE
 MR0667'RIGHT, EAST, FOR 0.15 MILE TO CABIN.  THENCE LEFT, NORTH, ON
 MR0667'WEST SIDE OF CABIN AND FOLLOW MAIN TRAVELED ROAD
 MR0667'NORTHERLY FOR 1.1 MILES TO FORK THAT IS WEST OF A FENCED
 MR0667'CABIN ON RIGHT.  THENCE LEFT FORK, NORTH, PAST SMALL WATER
 MR0667'RESERVOIR FOR 0.2 MILE.  THENCE LEAVE TRAIL ROAD AND TURN LEFT
 MR0667'AND GO WEST AND SOUTHWEST THRU SAGE BRUSH FOR 0.2 MILE TO TOP
 MR0667'OF HILL AND STATION.
 MR0667'
 MR0667'STATION IS ABOUT 45 FEET NORTHEAST OF LARGE POLE WITH ROCKS
 MR0667'PILED AROUND ITS BASE.  THE AZIMUTH MARK IS ABOUT 0.3 MILE EAST
 MR0667'AND ABOUT 150 FEET LOWER THAN STATION.  IT IS ABOUT 3 FEET
 MR0667'WEST OF WIRE FENCE AND ABOUT 10 FEET SOUTH OF GATE LEADING
 MR0667'INTO CABIN.
 MR0667'
 MR0667'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 MR0667
 MR0667                          STATION RECOVERY (1962)
 MR0667
 MR0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0667'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 MR0667'RECOVERED AS PREVIOUSLY DESCRIBED.  THE CABIN MENTIONED IN
 MR0667'THE ORIGINAL DESCRIPTION HAS BEEN DESTROYED AND A NEW ROUTING
 MR0667'TO THE STATION IS NECESSARY.  FOLLOWING IS A COMPLETE NEW
 MR0667'DESCRIPTION.
 MR0667'
 MR0667'THE STATION IS ABOUT 14-3/4 MILES WEST OF WOODRUFF, 1 MILE
 MR0667'EAST OF THE CACHE-RICH COUNTY LINE, 39 MILES SOUTHEAST OF LOGAN
 MR0667'AND ON THE SUMMIT OF A BARE KNOLL WHICH IS THE HIGHEST POINT
 MR0667'IN THE IMMEDIATE VICINITY.
 MR0667'
 MR0667'TO REACH THE STATION FROM THE POST OFFICE IN WOODRUFF, GO
 MR0667'SOUTH ON STATE HIGHWAY 3 FOR 0.15 MILE TO STATE HIGHWAY 39.
 MR0667'TURN RIGHT AND GO WESTERLY ON HIGHWAY 39 FOR 19.55 MILES
 MR0667'TO A SIDE ROAD ON THE RIGHT AT A SIGN CURTIS R. S. 19-OLD CANYON
 MR0667'ROAD 17.  TURN RIGHT AND GO 0.4 MILE TO A CATTLE GUARD.  CROSS
 MR0667'THE CATTLE GUARD AND CONTINUE FOR 0.7 MILE TO A FORK AT A SIGN
 MR0667'MICKS CABIN 1/4 MILE.  TAKE THE LEFT FORK, PASSING CORRALS ON
 MR0667'THE RIGHT, AND CONTINUE FOR 1.1 MILES TO THE AZIMUTH MARK ON
 MR0667'THE RIGHT.  CONTINUE NORTH FOR 0.25 MILE TO A GROUP OF PINE
 MR0667'TREES AT A SIDE ROAD ON THE LEFT.  TURN LEFT AND FOLLOW A TRACK
 MR0667'ROAD UP THE RIDGE FOR 0.25 MILE TO THE HIGHEST POINT AND THE
 MR0667'STATION.
 MR0667'
 MR0667'THE STATION MARK IS A STANDARD DISK, STAMPED CRISTO 1938, SET
 MR0667'IN THE TOP OF A 11-INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 MR0667'IT IS 2 FEET NORTH OF A WITNESS POST.
 MR0667'
 MR0667'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CRISTO NO 1 1938,
 MR0667'CEMENTED IN A DRILL HOLE IN A 1 BY 3 FOOT ROCK OUTCROP FLUSH WITH
 MR0667'THE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 MR0667'
 MR0667'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CRISTO NO 2
 MR0667'1938, CEMENTED IN A DRILL HOLE IN A 3 BY 4 FOOT ROCK OUTCROP
 MR0667'FLUSH WITH THE GROUND.  IT IS ABOUT 2 FEET LOWER THAN THE
 MR0667'STATION.
 MR0667'
 MR0667'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CRISTO 1938, SET IN
 MR0667'THE TOP OF AN 11 BY 11 INCH CONCRETE POST PROJECTING 6 INCHES.
 MR0667'IT IS 1 FOOT WEST OF AN OLD FENCE LINE, 123 FEET EAST OF THE
 MR0667'CENTERLINE OF THE ROAD AND 1 FOOT NORTH OF A WITNESS POST.
 MR0667
 MR0667                          STATION RECOVERY (1963)
 MR0667
 MR0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MR0667'STATION RECOVERED AS DESCRIBED BY JOHN C. CHILDS IN 1962.
 MR0667'THE STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY.
 MR0667
 MR0667                          STATION RECOVERY (1969)
 MR0667
 MR0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MR0667'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 41111-1,
 MR0667'STATION 1007.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0469 ***********************************************************************
 KO0469  DESIGNATION -  CROSS
 KO0469  PID         -  KO0469
 KO0469  STATE/COUNTY-  UT/MILLARD
 KO0469  COUNTRY     -  US
 KO0469  USGS QUAD   -  BUCKSKIN HILLS (2017)
 KO0469
 KO0469                         *CURRENT SURVEY CONTROL
 KO0469  ______________________________________________________________________
 KO0469* NAD 83(1994) POSITION- 39 03 36.61597(N) 113 45 27.30995(W)   ADJUSTED
 KO0469* NAVD 88 ORTHO HEIGHT -  1636.67  (+/-2cm)     5369.6   (feet) VERTCON3
 KO0469  ______________________________________________________________________
 KO0469  GEOID HEIGHT    -        -20.284 (meters)                     GEOID18
 KO0469  LAPLACE CORR    -          2.78  (seconds)                    DEFLEC18
 KO0469  HORZ ORDER      -  SECOND
 KO0469  VERT ORDER      -  THIRD ? (See Below)
 KO0469
 KO0469.The horizontal coordinates were established by classical geodetic methods
 KO0469.and adjusted by the National Geodetic Survey in November 1997.
 KO0469
 KO0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0469
 KO0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0469.GEOID18 height accuracy estimate available here.
 KO0469
 KO0469.The vertical order pertains to the NGVD 29 superseded value.
 KO0469
 KO0469.Click photographs - Photos may exist for this station.
 KO0469
 KO0469.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0469
 KO0469. The following values were computed from the NAD 83(1994) position.
 KO0469
 KO0469;                    North         East     Units Scale Factor Converg.
 KO0469;SPC UT C     - 2,083,160.013   304,621.972   MT  0.99998955   -1 26 46.2
 KO0469;SPC UT C     - 6,834,500.81    999,413.92   sFT  0.99998955   -1 26 46.2
 KO0469;UTM  12      - 4,327,073.544   261,399.000   MT  1.00030106   -1 44 18.5
 KO0469
 KO0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0469!SPC UT C     -   0.99974646  x   0.99998955  =   0.99973601
 KO0469!UTM  12      -   0.99974646  x   1.00030106  =   1.00004745
 KO0469
 KO0469:                Primary Azimuth Mark                     Grid Az
 KO0469:SPC UT C     -  CROSS AZ MK                              069 27 40.5
 KO0469:UTM  12      -  CROSS AZ MK                              069 45 12.8
 KO0469
 KO0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ6139827073(NAD 83)
 KO0469
 KO0469|---------------------------------------------------------------------|
 KO0469| PID    Reference Object                     Distance      Geod. Az  |
 KO0469|                                                           dddmmss.s |
 KO0469| CM5403 CROSS AZ MK                                        0680054.3 |
 KO0469| JO0594 ROCK RESERVOIR                      APPROX. 6.9 KM 1940936.0 |
 KO0469| CM5404 CROSS RM 1                            7.782 METERS 28102     |
 KO0469| KO0468 STANDPIPE NEAR CROSS                APPROX. 2.4 KM 3482144.4 |
 KO0469| CM5405 CROSS RM 2                           10.249 METERS 35410     |
 KO0469|---------------------------------------------------------------------|
 KO0469
 KO0469                          SUPERSEDED SURVEY CONTROL
 KO0469
 KO0469  NAD 83(1986)-  39 03 36.61198(N)    113 45 27.30990(W) AD(       ) 2
 KO0469  NAD 27      -  39 03 36.79790(N)    113 45 24.37440(W) AD(       ) 2
 KO0469  NGVD 29            1635.52   (m)         5365.9    (f) LEVELING    3  
 KO0469
 KO0469.Superseded values are not recommended for survey control.
 KO0469
 KO0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0469.See file dsdata.pdf to determine how the superseded data were derived.
 KO0469
 KO0469_MARKER: DS = TRIANGULATION STATION DISK
 KO0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0469_STAMPING: CROSS 1957
 KO0469_MARK LOGO: CGS
 KO0469_PROJECTION: PROJECTING
 KO0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0469+STABILITY: SURFACE MOTION
 KO0469
 KO0469  HISTORY     - Date     Condition        Report By
 KO0469  HISTORY     - 1957     MONUMENTED       CGS
 KO0469  HISTORY     - 1958     GOOD             USGS
 KO0469  HISTORY     - 20030808 POOR             INDIV
 KO0469
 KO0469                          STATION DESCRIPTION
 KO0469
 KO0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0469'STATION IS LOCATED, AIRLINE, ABOUT 20 MILES EAST OF BAKER,
 KO0469'NEVADA, ON THE NORTH SIDE OF U.S. HIGHWAY 6 AND IN THE NORTHWEST
 KO0469'ANGLE OF A GRAVELED CROSSROAD AND THE HIGHWAY.
 KO0469'
 KO0469'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 KO0469'BAKER, NEVADA, GO NORTHWEST FOR 4.7 MILES TO A FORK.  TAKE THE
 KO0469'RIGHT FORK AND GO EAST ON U.S. HIGHWAY 6 FOR 22.4 MILES TO
 KO0469'THE STATION ON THE LEFT.
 KO0469'
 KO0469'STATION MARK, STAMPED CROSS 1957, IS A STANDARD DISK SET IN
 KO0469'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 2
 KO0469'INCHES.  IT IS 95.81 FEET NORTH OF THE INTERSECTION OF THE
 KO0469'CENTERLINES OF THE CROSSROAD, 34.0 FEET WEST OF THE CENTERLINE
 KO0469'OF THE GRAVELED ROAD AND 13.3 FEET WEST SOUTHWEST OF A WITNESS
 KO0469'POST.
 KO0469'
 KO0469'REFERENCE MARK NUMBER 1, STAMPED CROSS NO 1 1957, IS A STANDARD
 KO0469'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING
 KO0469'4 INCHES AND IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 KO0469'IT IS 59.5 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD.
 KO0469'
 KO0469'REFERENCE MARK NUMBER 2, STAMPED CROSS NO 2 1957, IS A STANDARD
 KO0469'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING
 KO0469'4 INCHES AND IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 KO0469'IT IS 40.0 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD.
 KO0469'
 KO0469'AZIMUTH MARK, STAMPED CROSS 1957, IS A STANDARD DISK SET IN
 KO0469'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 KO0469'INCHES.  TO REACH FROM THE STATION, GO EAST NORTHEAST ON
 KO0469'U.S. HIGHWAY 6 FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 KO0469'78 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 KO0469'
 KO0469'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
 KO0469
 KO0469                          STATION RECOVERY (1958)
 KO0469
 KO0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 KO0469'RECOVERED IN GOOD CONDITION.
 KO0469'
 KO0469'STATION MARK--STANDARD DISK, STAMPED ---CROSS 1957---, SET IN THE
 KO0469'TOP OF A 10 IN. SQUARE CONCRETE POST THAT PROJECTS 2 IN.
 KO0469
 KO0469                          STATION RECOVERY (2003)
 KO0469
 KO0469'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HDM)
 KO0469'CONCRETE POST OF STATION MARK IS APPROXIMATELY 95 FEET NORTH OF
 KO0469'CENTERLINE OF US-6/50 AND 35 FEET WEST OF CENTERLINE OF GRAVEL ROAD ON
 KO0469'THE WESTERLY SHOULDER OF A DRAINAGE DITCH.  THE POST APPEARS TO BE
 KO0469'DISTURBED BY GRADING EQUIPMENT.
 KO0469'THE TOP OF THE POST IS BROKEN OFF AND TABLET IS MISSING.  THE
 KO0469'IMPRESSION OF THE TABLET IN THE CONCRETE IS STILL VISIBLE AND THE STEM
 KO0469'OF THE METAL TABLET IS IN PLACE.
 KO0469'NEITHER REFERENCE MARK WAS FOUND.
 KO0469'AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0743 ***********************************************************************
 HN0743  DESIGNATION -  CROTCH=ET U 62
 HN0743  PID         -  HN0743
 HN0743  STATE/COUNTY-  UT/KANE
 HN0743  COUNTRY     -  US
 HN0743  USGS QUAD   -  SIT DOWN BENCH (2017)
 HN0743
 HN0743                         *CURRENT SURVEY CONTROL
 HN0743  ______________________________________________________________________
 HN0743* NAD 83(1994) POSITION- 37 13 13.95015(N) 111 20 49.28723(W)   ADJUSTED
 HN0743* NAVD 88 ORTHO HEIGHT -  1733.8   (meters)     5688.    (feet) VERTCON3
 HN0743  ______________________________________________________________________
 HN0743  GEOID HEIGHT    -        -22.881 (meters)                     GEOID18
 HN0743  LAPLACE CORR    -         -3.97  (seconds)                    DEFLEC18
 HN0743  HORZ ORDER      -  SECOND
 HN0743
 HN0743.The horizontal coordinates were established by classical geodetic methods
 HN0743.and adjusted by the National Geodetic Survey in November 1997.
 HN0743
 HN0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0743
 HN0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0743.GEOID18 height accuracy estimate available here.
 HN0743
 HN0743.Click photographs - Photos may exist for this station.
 HN0743
 HN0743.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0743
 HN0743. The following values were computed from the NAD 83(1994) position.
 HN0743
 HN0743;                    North         East     Units Scale Factor Converg.
 HN0743;SPC UT S     - 3,061,482.070   513,577.186   MT  0.99999934   +0 05 37.4
 HN0743;SPC UT S     -10,044,212.42  1,684,961.15   sFT  0.99999934   +0 05 37.4
 HN0743;UTM  12      - 4,119,394.632   469,212.504   MT  0.99961168   -0 12 35.7
 HN0743
 HN0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0743!SPC UT S     -   0.99973158  x   0.99999934  =   0.99973092
 HN0743!UTM  12      -   0.99973158  x   0.99961168  =   0.99934337
 HN0743
 HN0743:                Primary Azimuth Mark                     Grid Az
 HN0743:SPC UT S     -  ET U 47                                  076 25 27.3
 HN0743:UTM  12      -  ET U 47                                  076 43 40.4
 HN0743
 HN0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG6921219394(NAD 83)
 HN0743
 HN0743|---------------------------------------------------------------------|
 HN0743| PID    Reference Object                     Distance      Geod. Az  |
 HN0743|                                                           dddmmss.s |
 HN0743| HN0745 ET U 47                             APPROX. 5.6 KM 0763104.7 |
 HN0743|---------------------------------------------------------------------|
 HN0743
 HN0743                          SUPERSEDED SURVEY CONTROL
 HN0743
 HN0743  NAD 83(1992)-  37 13 13.94843(N)    111 20 49.28765(W) AD(       ) 2
 HN0743  NAD 83(1986)-  37 13 13.94515(N)    111 20 49.28852(W) AD(       ) 2
 HN0743  NAD 27      -  37 13 13.98572(N)    111 20 46.72227(W) AD(       ) 2
 HN0743  NGVD 29 (07/19/86) 1732.8    (m)         5685.     (f) VERT ANG       
 HN0743
 HN0743.Superseded values are not recommended for survey control.
 HN0743
 HN0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0743.See file dsdata.pdf to determine how the superseded data were derived.
 HN0743
 HN0743_MARKER: DD = SURVEY DISK
 HN0743_SETTING: 80 = SET IN A BOULDER
 HN0743_STAMPING: CROTCH 1953
 HN0743_MARK LOGO: USGS
 HN0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0743+STABILITY: SURFACE MOTION
 HN0743
 HN0743  HISTORY     - Date     Condition        Report By
 HN0743  HISTORY     - 1953     MONUMENTED       USGS
 HN0743  HISTORY     - 1959     GOOD             CGS
 HN0743  HISTORY     - 1963     GOOD             CGS
 HN0743  HISTORY     - 1963     GOOD             CGS
 HN0743
 HN0743                          STATION DESCRIPTION
 HN0743
 HN0743'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0743'LOCATED ABOUT 51.0 MI. E. OF KANAB, 37.0 MI. SE. OF ESCALANTE.
 HN0743'19.0 MI. NW. OF THE JCT. OF COLORADO RIVER AND THE UTAH-ARIZONA
 HN0743'STATE LINE.  ON THE HIGHEST PART OF A BOULDER COVERED RIDGE.
 HN0743'
 HN0743'STATION REACHED BY HELICOPTER.
 HN0743'
 HN0743'STATION MARK--STANDARD TABLET STAMPED CROTCH 1953 CEMENTED IN
 HN0743'BOULDER.
 HN0743'
 HN0743'REFERENCE MARK NO. 1--S COPPER NAIL AND WASHER CEMENTED IN
 HN0743'BOULDER, 70.70 FT. FROM STATION MARK S 08 DEG 54 MIN W.
 HN0743'
 HN0743'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED IN BOULDER,
 HN0743'42.75 FT. FROM STATION MARK N 59 DEG 38 MIN W.
 HN0743
 HN0743                          STATION RECOVERY (1959)
 HN0743
 HN0743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RCH)
 HN0743'STATION FOUND AS DESCRIBED AND ALL MARKS IN GOOD CONDITION.
 HN0743'
 HN0743'SIGNAL--WHITE FLAG OVER RED X-TGTS. ON 2X2 POLE CENTERED OVER
 HN0743'STATION MARK.  (VERTICAL ANGLES WERE SHOT TO FLASHING LIGHT
 HN0743'CENTERED OVER STATION MARK 4.1 FT. ABOVE STATION MARK.)
 HN0743'
 HN0743'SIGNAL DATA--TOP WHITE FLAG 11.2 FT.
 HN0743'
 HN0743'TOP RED X-TGT. 8.0
 HN0743'
 HN0743'BOTTOM RED X-TGT. 5.5
 HN0743
 HN0743                          STATION RECOVERY (1963)
 HN0743
 HN0743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0743'THE STATION IS ABOUT 21 MILES NORTH-NORTHEAST OF PAGE, ARIZONA.
 HN0743'IT IS ON THE HIGH POINT OF THE RIDGE AND NEAR THE SOUTHEAST END OF
 HN0743'DIVIDE BETWEEN CROTCH CANYON TO THE EAST AND LAST CHANCE CREEK
 HN0743'TO THE WEST.
 HN0743'
 HN0743'TO REACH BY HELICOPTER FROM PAGE, FLY NORTH-NORTHEASTERLY ON A
 HN0743'TRUE COURSE OF 18 DEGREES FOR ABOUT 21 MILES TO A LANDING ABOUT
 HN0743'40 YARDS NORTHWEST OF THE STATION.
 HN0743'
 HN0743'THE STATION MARK, STAMPED CROTCH ET U-62 1953, IS A U.S.
 HN0743'GEOLOGICAL STATION MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK.
 HN0743
 HN0743                          STATION RECOVERY (1963)
 HN0743
 HN0743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HN0743'RECOVERED IN GOOD CONDITION.
 HN0743'
 HN0743'STATION MARK--STANDARD TABLET, STAMPED ---CROTCH 1953---, CEMENTED
 HN0743'IN BOULDER, AND ADDITIONALLY STAMPED ---ET U 62--- IN 1959.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0733 ***********************************************************************
 MR0733  DESIGNATION -  CROW
 MR0733  PID         -  MR0733
 MR0733  STATE/COUNTY-  UT/CACHE
 MR0733  COUNTRY     -  US
 MR0733  USGS QUAD   -  SMITHFIELD (2017)
 MR0733
 MR0733                         *CURRENT SURVEY CONTROL
 MR0733  ______________________________________________________________________
 MR0733* NAD 83(1994) POSITION- 41 52 17.25160(N) 111 48 35.33849(W)   ADJUSTED
 MR0733* NAVD 88 ORTHO HEIGHT -  1718.0   (meters)     5636.    (feet) VERTCON3
 MR0733  ______________________________________________________________________
 MR0733  GEOID HEIGHT    -        -14.983 (meters)                     GEOID18
 MR0733  LAPLACE CORR    -         15.96  (seconds)                    DEFLEC18
 MR0733  HORZ ORDER      -  SECOND
 MR0733
 MR0733.The horizontal coordinates were established by classical geodetic methods
 MR0733.and adjusted by the National Geodetic Survey in November 1997.
 MR0733
 MR0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0733
 MR0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0733.GEOID18 height accuracy estimate available here.
 MR0733
 MR0733.Click photographs - Photos may exist for this station.
 MR0733
 MR0733.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0733
 MR0733. The following values were computed from the NAD 83(1994) position.
 MR0733
 MR0733;                    North         East     Units Scale Factor Converg.
 MR0733;SPC UT N     - 1,170,862.048   474,279.550   MT  1.00001549   -0 12 15.4
 MR0733;SPC UT N     - 3,841,403.24  1,556,032.16   sFT  1.00001549   -0 12 15.4
 MR0733;UTM  12      - 4,635,821.600   432,797.891   MT  0.99965557   -0 32 25.9
 MR0733
 MR0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0733!SPC UT N     -   0.99973297  x   1.00001549  =   0.99974845
 MR0733!UTM  12      -   0.99973297  x   0.99965557  =   0.99938863
 MR0733
 MR0733:                Primary Azimuth Mark                     Grid Az
 MR0733:SPC UT N     -  CROW AZ MK                               329 52 35.3
 MR0733:UTM  12      -  CROW AZ MK                               330 12 45.8
 MR0733
 MR0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM3279735821(NAD 83)
 MR0733
 MR0733|---------------------------------------------------------------------|
 MR0733| PID    Reference Object                     Distance      Geod. Az  |
 MR0733|                                                           dddmmss.s |
 MR0733| CM5409 CROW RM 1                            20.038 METERS 08508     |
 MR0733| CM5410 CROW RM 2                             6.625 METERS 17805     |
 MR0733| MR0736 LOGAN MUN AIRPORT BEACON            APPROX.10.5 KM 2003956.2 |
 MR0733| CM5408 CROW AZ MK                                         3294019.9 |
 MR0733|---------------------------------------------------------------------|
 MR0733
 MR0733                          SUPERSEDED SURVEY CONTROL
 MR0733
 MR0733  NAD 83(1993)-  41 52 17.24930(N)    111 48 35.33240(W) AD(       ) 2
 MR0733  NAD 83(1986)-  41 52 17.24226(N)    111 48 35.32320(W) AD(       ) 2
 MR0733  NAD 27      -  41 52 17.49870(N)    111 48 32.51930(W) AD(       ) 2
 MR0733  NGVD 29 (08/09/96) 1716.9    (m)         5633.     (f) VERT ANG       
 MR0733  NGVD 29 (07/19/86) 1717.2    (m)         5634.     (f) VERT ANG       
 MR0733
 MR0733.Superseded values are not recommended for survey control.
 MR0733
 MR0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0733.See file dsdata.pdf to determine how the superseded data were derived.
 MR0733
 MR0733_MARKER: DS = TRIANGULATION STATION DISK
 MR0733_SETTING: 66 = SET IN ROCK OUTCROP
 MR0733
 MR0733  HISTORY     - Date     Condition        Report By
 MR0733  HISTORY     - 1963     MONUMENTED       CGS
 MR0733  HISTORY     - 1963     GOOD             USGS
 MR0733
 MR0733                          STATION DESCRIPTION
 MR0733
 MR0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MR0733'THE STATION IS ABOUT 2 MILES NORTH-NORTHEAST OF SMITHFIELD, 3-1/2
 MR0733'MILES SOUTH OF RICHMOND, 1 MILE EAST OF U.S. HIGHWAY 91, ON THE
 MR0733'HIGHEST POINT OF A BARE HILL THAT HAS A PROMINENT ROCK OUTCROP ON
 MR0733'THE WEST SIDE AND ON LAND OWNED BY CARL FOLLETT.
 MR0733'
 MR0733'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON MAIN STREET IN
 MR0733'RICHMOND, GO SOUTH ON U.S. HIGHWAY 91 FOR 3.0 MILES TO A SIDE
 MR0733'ROAD ON THE LEFT AT A SIGN CATTLE CROSSING TURN LEFT AND GO EAST
 MR0733'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST
 MR0733'FOR 1.0 MILE TO A GATE AND A BUILDING ON THE LEFT.  PASS
 MR0733'THROUGH THE GATE AND GO SOUTH FOR 0.4 MILE TO THE TOP OF A
 MR0733'HILL.  TURN RIGHT AND GO WEST ACROSS A FIELD FOR 0.1 MILE TO
 MR0733'A POWER LINE AND A FENCE AT THE WEST EDGE OF THE FIELD AND THE
 MR0733'END OF TRUCK TRAVEL.  FROM THIS POINT PACK WEST UP GRADE FOR
 MR0733'ABOUT 20 MINUTES TO THE HIGHEST POINT AND THE STATION.
 MR0733'
 MR0733'THE STATION MARK IS A STANDARD DISK, STAMPED CROW 1963, CEMENTED
 MR0733'IN A DRILL HOLE IN A 1 BY 1 FOOT ROCK OUTCROP THAT PROJECTS
 MR0733'1 INCH.  IT IS 12 FEET EAST OF THE WEST EDGE OF THE HILL.
 MR0733'
 MR0733'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CROW NO 1 1963,
 MR0733'CEMENTED IN A DRILL HOLE IN A 3 BY 9 FOOT ROCK OUTCROP THAT
 MR0733'PROJECTS 2 FEET.  IT IS 77 FEET EAST OF THE WEST EDGE OF THE
 MR0733'HILL AND ABOUT 6 FEET LOWER THAN THE STATION.
 MR0733'
 MR0733'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CROW NO 2 1963,
 MR0733'CEMENTED IN A DRILL HOLE IN A 6 BY 8 FOOT ROCK OUTCROP THAT
 MR0733'PROJECTS 5 FEET.  IT IS ON THE WEST EDGE OF THE HILL AND ABOUT
 MR0733'4 FEET LOWER THAN THE STATION.
 MR0733'
 MR0733'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CROW 1963, CEMENTED
 MR0733'IN A DRILL HOLE IN A 4 BY 5 FOOT BOULDER THAT PROJECTS 3 FEET.
 MR0733'IT IS 5.0 FEET SOUTH OF AN EAST-WEST FENCE, 33.5 FEET NORTH OF
 MR0733'THE CENTERLINE OF THE ROAD AND 3.9 FEET NORTHEAST OF A WITNESS
 MR0733'POST.
 MR0733
 MR0733                          STATION RECOVERY (1963)
 MR0733
 MR0733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MR0733'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 41111-4,
 MR0733'STATION 1011.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0585 ***********************************************************************
 JO0585  DESIGNATION -  CRYSTAL
 JO0585  PID         -  JO0585
 JO0585  STATE/COUNTY-  UT/MILLARD
 JO0585  COUNTRY     -  US
 JO0585  USGS QUAD   -  CRYSTAL PEAK (2017)
 JO0585
 JO0585                         *CURRENT SURVEY CONTROL
 JO0585  ______________________________________________________________________
 JO0585* NAD 83(1994) POSITION- 38 46 20.46517(N) 113 36 38.15966(W)   ADJUSTED
 JO0585* NAVD 88 ORTHO HEIGHT -  2275.0   (meters)     7464.    (feet) VERTCON3
 JO0585  ______________________________________________________________________
 JO0585  GEOID HEIGHT    -        -20.604 (meters)                     GEOID18
 JO0585  LAPLACE CORR    -          4.31  (seconds)                    DEFLEC18
 JO0585  HORZ ORDER      -  THIRD
 JO0585
 JO0585.The horizontal coordinates were established by classical geodetic methods
 JO0585.and adjusted by the National Geodetic Survey in November 1997.
 JO0585
 JO0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0585
 JO0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0585.GEOID18 height accuracy estimate available here.
 JO0585
 JO0585.Click photographs - Photos may exist for this station.
 JO0585
 JO0585.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0585
 JO0585. The following values were computed from the NAD 83(1994) position.
 JO0585
 JO0585;                    North         East     Units Scale Factor Converg.
 JO0585;SPC UT C     - 2,050,905.434   316,586.219   MT  1.00006924   -1 21 07.2
 JO0585;SPC UT C     - 6,728,678.91  1,038,666.62   sFT  1.00006924   -1 21 07.2
 JO0585;UTM  12      - 4,294,751.527   273,203.894   MT  1.00023344   -1 38 07.9
 JO0585
 JO0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0585!SPC UT C     -   0.99964640  x   1.00006924  =   0.99971562
 JO0585!UTM  12      -   0.99964640  x   1.00023344  =   0.99987976
 JO0585
 JO0585:                Primary Azimuth Mark                     Grid Az
 JO0585:SPC UT C     -  T22S R17 16W SECS 25 30 31 36            326 48 10.0
 JO0585:UTM  12      -  T22S R17 16W SECS 25 30 31 36            327 05 10.7
 JO0585
 JO0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH7320394751(NAD 83)
 JO0585
 JO0585|---------------------------------------------------------------------|
 JO0585| PID    Reference Object                     Distance      Geod. Az  |
 JO0585|                                                           dddmmss.s |
 JO0585| JO0586 T22S R17 16W SECS 25 30 31 36       APPROX.12.8 KM 3252702.8 |
 JO0585|---------------------------------------------------------------------|
 JO0585
 JO0585                          SUPERSEDED SURVEY CONTROL
 JO0585
 JO0585  NAD 83(1986)-  38 46 20.46022(N)    113 36 38.15831(W) AD(       ) 3
 JO0585  NAD 27      -  38 46 20.62602(N)    113 36 35.25060(W) AD(       ) 3
 JO0585  NGVD 29 (07/19/86) 2273.8    (m)         7460.     (f) VERT ANG       
 JO0585
 JO0585.Superseded values are not recommended for survey control.
 JO0585
 JO0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0585.See file dsdata.pdf to determine how the superseded data were derived.
 JO0585
 JO0585_MARKER: DD = SURVEY DISK
 JO0585_SETTING: 66 = SET IN ROCK OUTCROP
 JO0585_STAMPING: CRYSTAL 1958
 JO0585_MARK LOGO: INDIV
 JO0585_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0585+STABILITY: POSITION/ELEVATION WELL
 JO0585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0585+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2019
 JO0585
 JO0585  HISTORY     - Date     Condition        Report By
 JO0585  HISTORY     - 1958     MONUMENTED       USGS
 JO0585  HISTORY     - 20190125 POOR             INDIV
 JO0585
 JO0585                          STATION DESCRIPTION
 JO0585
 JO0585'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JO0585'LOCATED ABOUT 41.8 MI. NW. OF MILFORD, 14.7 MI. NE. OF USFS DESERT
 JO0585'RANGE EXPERIMENTAL STATION, 1.3 MI. S. OF CRYSTAL PEAK.
 JO0585'
 JO0585'TO REACH FROM MILFORD POST OFFICE, DRIVE W. ON STATE HIGHWAY 21 FOR
 JO0585'25.0 MI. TO T-RD. N. AT USDI BLM WAH WAH FIELD STATION, TURN RIGHT
 JO0585'(N.) FOR 17.5 MI. ON MAIN VALLEY RD. TO RD. FORKS, TAKE LEFT FORK
 JO0585'(W.) FOR 17.7 MI. TO SUMMIT OF RD. AT PASS IN SADDLE AT N. SIDE OF
 JO0585'CRYSTAL PEAK, TURN LEFT AND FOLLOW JEEP TRAIL FOR 0.3 MI. ON E. SIDE
 JO0585'OF CRYSTAL PEAK AND END TRUCK TRAVEL.  PACK 1.5 MI. S. TO PROMINENT
 JO0585'TOP AND STATION.
 JO0585'
 JO0585'STATION MARK--STANDARD TABLET, STAMPED ---CRYSTAL 1958---, CEMENTED IN
 JO0585'OUTCROPPING BEDROCK.
 JO0585'
 JO0585'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, IN BASE OF JUNIPER TREE.
 JO0585'
 JO0585'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, IN BASE OF JUNIPER TREE.
 JO0585
 JO0585                          STATION RECOVERY (2019)
 JO0585
 JO0585'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (TWG)
 JO0585'THE STAMPED NAME, CRYSTAL, IS NO LONGER LEGIBLE.  ONLY ONE COPPER NAIL
 JO0585'AND WASHER WAS FOUND AND IT IS APPROXIMATELY 30 FT (9.1 M)
 JO0585'NORTH-NORTHEAST OF THE STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0590 ***********************************************************************
 JO0590  DESIGNATION -  CRYSTAL
 JO0590  PID         -  JO0590
 JO0590  STATE/COUNTY-  UT/BEAVER
 JO0590  COUNTRY     -  US
 JO0590  USGS QUAD   -  PINE VALLEY HARDPAN SOUTH (2017)
 JO0590
 JO0590                         *CURRENT SURVEY CONTROL
 JO0590  ______________________________________________________________________
 JO0590* NAD 83(1994) POSITION- 38 33 15.15220(N) 113 44 30.81787(W)   ADJUSTED
 JO0590* NAVD 88 ORTHO HEIGHT -  1592.33  (+/-2cm)     5224.2   (feet) VERTCON3
 JO0590  ______________________________________________________________________
 JO0590  GEOID HEIGHT    -        -21.305 (meters)                     GEOID18
 JO0590  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 JO0590  HORZ ORDER      -  THIRD
 JO0590  VERT ORDER      -  THIRD ? (See Below)
 JO0590
 JO0590.The horizontal coordinates were established by classical geodetic methods
 JO0590.and adjusted by the National Geodetic Survey in November 1997.
 JO0590
 JO0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0590
 JO0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0590.GEOID18 height accuracy estimate available here.
 JO0590
 JO0590.The vertical order pertains to the NGVD 29 superseded value.
 JO0590
 JO0590.Click photographs - Photos may exist for this station.
 JO0590
 JO0590.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0590
 JO0590. The following values were computed from the NAD 83(1994) position.
 JO0590
 JO0590;                    North         East     Units Scale Factor Converg.
 JO0590;SPC UT S     - 3,211,839.303   304,590.654   MT  1.00004158   -1 22 24.9
 JO0590;SPC UT S     -10,537,509.45    999,311.17   sFT  1.00004158   -1 22 24.9
 JO0590;UTM  12      - 4,270,873.218   261,071.438   MT  1.00030307   -1 42 34.9
 JO0590
 JO0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0590!SPC UT S     -   0.99975356  x   1.00004158  =   0.99979513
 JO0590!UTM  12      -   0.99975356  x   1.00030307  =   1.00005656
 JO0590
 JO0590:                Primary Azimuth Mark                     Grid Az
 JO0590:SPC UT S     -  DESERT                                   356 17 21.7
 JO0590:UTM  12      -  DESERT                                   356 37 31.7
 JO0590
 JO0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH6107170873(NAD 83)
 JO0590
 JO0590|---------------------------------------------------------------------|
 JO0590| PID    Reference Object                     Distance      Geod. Az  |
 JO0590|                                                           dddmmss.s |
 JO0590| CM5416 CRYSTAL RM 1                         11.471 METERS 07053     |
 JO0590| CM5417 CRYSTAL RM 2                         10.449 METERS 19753     |
 JO0590| JO0597 DESERT                              APPROX.22.1 KM 3545456.8 |
 JO0590|---------------------------------------------------------------------|
 JO0590
 JO0590                          SUPERSEDED SURVEY CONTROL
 JO0590
 JO0590  NAD 83(1986)-  38 33 15.14737(N)    113 44 30.81628(W) AD(       ) 3
 JO0590  NAD 27      -  38 33 15.30331(N)    113 44 27.90092(W) AD(       ) 3
 JO0590  NGVD 29            1591.15   (m)         5220.3    (f) LEVELING    3  
 JO0590
 JO0590.Superseded values are not recommended for survey control.
 JO0590
 JO0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0590.See file dsdata.pdf to determine how the superseded data were derived.
 JO0590
 JO0590_MARKER: DD = SURVEY DISK
 JO0590_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JO0590+WITH SETTING: INFORMATION.
 JO0590_STAMPING: CRYSTAL 1971
 JO0590_MARK LOGO: USGS
 JO0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0590
 JO0590  HISTORY     - Date     Condition        Report By
 JO0590  HISTORY     - 1971     MONUMENTED       USGS
 JO0590
 JO0590                          STATION DESCRIPTION
 JO0590
 JO0590'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0590'LOCATED ABOUT 42 MI (AIRLINE) W. OF MILFORD, UTAH.  ABOUT 30 MI
 JO0590'SE. OF GARRISON.  85 FT S. OF THE INTERSECTION OF THE ENTRANCE TO
 JO0590'THE DESERT EXPERIMENTAL RANGE STATION.  AND 5 FT N. OF A FENCE.
 JO0590'
 JO0590'TO REACH FROM MILFORD, UTAH, DRIVE W. ALONG STATE HIGHWAY 21
 JO0590'FOR 46 MI TO THE ENTRANCE TO THE DESERT EXPERIMENTAL RANGE
 JO0590'STATION AND STATION.
 JO0590'
 JO0590'STATION MARK--STANDARD USGS STATION MARK TABLET STAMPED CRYSTAL
 JO0590'1971 SET ON A COPPER ROD IN A CONC. POST.
 JO0590'
 JO0590'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 JO0590'CRYSTAL NO 1 1971 SET ON A COPPER ROD IN A CONC. POST.
 JO0590'
 JO0590'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED
 JO0590'CRYSTAL NO 2 1971 SET ON A COPPER ROD IN A CONC. POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0614 ***********************************************************************
 LN0614  DESIGNATION -  CSRE 1
 LN0614  PID         -  LN0614
 LN0614  STATE/COUNTY-  UT/UINTAH
 LN0614  COUNTRY     -  US
 LN0614  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0614
 LN0614                         *CURRENT SURVEY CONTROL
 LN0614  ______________________________________________________________________
 LN0614* NAD 83(1994) POSITION- 40 37 58.21446(N) 109 29 45.55778(W)   ADJUSTED
 LN0614* NAVD 88 ORTHO HEIGHT -  2205.    (meters)     7234.    (feet) VERTCON3
 LN0614  ______________________________________________________________________
 LN0614  GEOID HEIGHT    -        -14.911 (meters)                     GEOID18
 LN0614  LAPLACE CORR    -         -5.95  (seconds)                    DEFLEC18
 LN0614  HORZ ORDER      -  THIRD
 LN0614
 LN0614.The horizontal coordinates were established by classical geodetic methods
 LN0614.and adjusted by the National Geodetic Survey in November 1997.
 LN0614
 LN0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0614
 LN0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0614.GEOID18 height accuracy estimate available here.
 LN0614
 LN0614.Click photographs - Photos may exist for this station.
 LN0614
 LN0614.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0614
 LN0614. The following values were computed from the NAD 83(1994) position.
 LN0614
 LN0614;                    North         East     Units Scale Factor Converg.
 LN0614;SPC UT C     - 2,257,196.991   669,525.161   MT  0.99999577   +1 17 01.4
 LN0614;SPC UT C     - 7,405,487.13  2,196,600.47   sFT  0.99999577   +1 17 01.4
 LN0614;UTM  12      - 4,499,087.079   627,191.248   MT  0.99979913   +0 58 46.4
 LN0614
 LN0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0614!SPC UT C     -   0.99965651  x   0.99999577  =   0.99965228
 LN0614!UTM  12      -   0.99965651  x   0.99979913  =   0.99945571
 LN0614
 LN0614:                Primary Azimuth Mark                     Grid Az
 LN0614:SPC UT C     -  E 28                                     038 40 16.7
 LN0614:UTM  12      -  E 28                                     038 58 31.7
 LN0614
 LN0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK2719199087(NAD 83)
 LN0614
 LN0614|---------------------------------------------------------------------|
 LN0614| PID    Reference Object                     Distance      Geod. Az  |
 LN0614|                                                           dddmmss.s |
 LN0614| LN0203 E 28                                APPROX. 1.2 KM 0395718.1 |
 LN0614|---------------------------------------------------------------------|
 LN0614
 LN0614                          SUPERSEDED SURVEY CONTROL
 LN0614
 LN0614  NAD 83(1993)-  40 37 58.21394(N)    109 29 45.55724(W) AD(       ) 3
 LN0614  NAD 83(1986)-  40 37 58.19452(N)    109 29 45.54441(W) AD(       ) 3
 LN0614  NAD 27      -  40 37 58.34249(N)    109 29 43.04815(W) AD(       ) 3
 LN0614  NGVD 29 (07/19/86) 2204.     (m)         7231.     (f) VERT ANG       
 LN0614
 LN0614.Superseded values are not recommended for survey control.
 LN0614
 LN0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0614.See file dsdata.pdf to determine how the superseded data were derived.
 LN0614
 LN0614_MARKER: DD = SURVEY DISK
 LN0614_SETTING: 80 = SET IN A BOULDER
 LN0614_STAMPING: CSRE-1
 LN0614_MARK LOGO: USGS
 LN0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0614+STABILITY: SURFACE MOTION
 LN0614
 LN0614  HISTORY     - Date     Condition        Report By
 LN0614  HISTORY     - 1949     MONUMENTED       USGS
 LN0614
 LN0614                          STATION DESCRIPTION
 LN0614
 LN0614'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LN0614'STATION LOCATED ABOUT 15 MI. N. OF VERNAL, UTAH AND ABOUT 0.4 MI. W.
 LN0614'OF GORGE PARALLEL TO UTAH STATE HIGHWAY 44.
 LN0614'
 LN0614'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 40 AND UTAH STATE
 LN0614'HIGHWAY 44 IN VERNAL, UTAH GO N. ON STATE HIGHWAY 44 FOR 22.2 MI. TO
 LN0614'RD. FORK AND SIGN ---OAKS PARK 12---.  TAKE LEFT FORK AND PROCEED
 LN0614'WESTERLY FOR 0.5 MI. TO A T-RD. S. AND SIGN ---COLTON RANGER STATION
 LN0614'3---.  TURN LEFT SOUTHERLY AND PROCEED 1.7 MI. TO FORK AND SIGN
 LN0614'---SCENIC OVERLOOK---.  TAKE LEFT FORK, SOUTHEASTERLY TO CORRAL AND
 LN0614'GATE.  GO THROUGH GATE AND PROCEED 0.2 MI. TO SALT POST.  TURN LEFT AT
 LN0614'SALT POST AND PROCEED SOUTHEASTERLY ALONG DIM RD. FOR 0.6 MI. TO
 LN0614'EARTHEN DAM.  PROCEED SOUTHERLY ALONG DAM AND ALONG ROCKY RIDGE FOR
 LN0614'0.8 MI. TO GATE.  GO THROUGH GATE AND PROCEED ALONG SLOPING RIDGE FOR
 LN0614'1.1 MI. TO STATION.  STATION IS LOCATED ON HIGHEST PORTION OF SLOPING
 LN0614'RIDGE ABOUT 75 FT. TRUE N. FROM LONE TREE AND 368 FT. NE. OF CIRCULAR
 LN0614'WASH ON W. SLOPE OF RIDGE.
 LN0614'
 LN0614'STATION MARK - STANDARD TABLET SET IN LARGE BURIED BOULDER STAMPED
 LN0614'---CSRE-1---.
 LN0614'
 LN0614'REFERENCE MARK NO.1 - ARROW CHISELED IN ROCK UNDER LONE TREE AND
 LN0614'FILLED WITH CEMENT, 70 FT. FROM STATION, N 03 DEG 31 MIN W.
 LN0614'
 LN0614'REFERENCE MARK NO.2 - ARROW CHISELED IN ROCK AND FILLED WITH CEMENT,
 LN0614'42.5 FT. FROM STATION, S 73 DEG 59 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0621 ***********************************************************************
 LN0621  DESIGNATION -  CUB
 LN0621  PID         -  LN0621
 LN0621  STATE/COUNTY-  UT/UINTAH
 LN0621  COUNTRY     -  US
 LN0621  USGS QUAD   -  STUNTZ RESERVOIR (2019)
 LN0621
 LN0621                         *CURRENT SURVEY CONTROL
 LN0621  ______________________________________________________________________
 LN0621* NAD 83(1994) POSITION- 40 23 49.11436(N) 109 06 47.77413(W)   ADJUSTED
 LN0621* NAVD 88 ORTHO HEIGHT -  2423.7   (meters)     7952.    (feet) VERTCON3
 LN0621  ______________________________________________________________________
 LN0621  GEOID HEIGHT    -        -16.112 (meters)                     GEOID18
 LN0621  LAPLACE CORR    -         18.57  (seconds)                    DEFLEC18
 LN0621  HORZ ORDER      -  THIRD
 LN0621
 LN0621.The horizontal coordinates were established by classical geodetic methods
 LN0621.and adjusted by the National Geodetic Survey in November 1997.
 LN0621
 LN0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0621
 LN0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0621.GEOID18 height accuracy estimate available here.
 LN0621
 LN0621.Click photographs - Photos may exist for this station.
 LN0621
 LN0621.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0621
 LN0621. The following values were computed from the NAD 83(1994) position.
 LN0621
 LN0621;                    North         East     Units Scale Factor Converg.
 LN0621;SPC UT C     - 2,231,810.636   702,592.073   MT  0.99994687   +1 31 44.0
 LN0621;SPC UT C     - 7,322,198.73  2,305,087.49   sFT  0.99994687   +1 31 44.0
 LN0621;UTM  12      - 4,473,528.097   660,118.853   MT  0.99991560   +1 13 22.8
 LN0621
 LN0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0621!SPC UT C     -   0.99962246  x   0.99994687  =   0.99956935
 LN0621!UTM  12      -   0.99962246  x   0.99991560  =   0.99953809
 LN0621
 LN0621:                Primary Azimuth Mark                     Grid Az
 LN0621:SPC UT C     -  BLUE                                     119 38 06.4
 LN0621:UTM  12      -  BLUE                                     119 56 27.6
 LN0621
 LN0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK6011873528(NAD 83)
 LN0621
 LN0621|---------------------------------------------------------------------|
 LN0621| PID    Reference Object                     Distance      Geod. Az  |
 LN0621|                                                           dddmmss.s |
 LN0621| LN0622 BLUE                                APPROX. 4.7 KM 1210950.4 |
 LN0621|---------------------------------------------------------------------|
 LN0621
 LN0621                          SUPERSEDED SURVEY CONTROL
 LN0621
 LN0621  NAD 83(1993)-  40 23 49.10962(N)    109 06 47.76935(W) AD(       ) 3
 LN0621  NAD 83(1992)-  40 23 49.09846(N)    109 06 47.75975(W) AD(       ) 3
 LN0621  NAD 83(1986)-  40 23 49.09827(N)    109 06 47.75998(W) AD(       ) 3
 LN0621  NAD 27      -  40 23 49.22843(N)    109 06 45.32479(W) AD(       ) 3
 LN0621  NGVD 29 (07/19/86) 2422.3    (m)         7947.     (f) VERT ANG       
 LN0621
 LN0621.Superseded values are not recommended for survey control.
 LN0621
 LN0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0621.See file dsdata.pdf to determine how the superseded data were derived.
 LN0621
 LN0621_MARKER: DD = SURVEY DISK
 LN0621_SETTING: 80 = SET IN A BOULDER
 LN0621_STAMPING: CUB 1939
 LN0621_MARK LOGO: USGS
 LN0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0621+STABILITY: SURFACE MOTION
 LN0621
 LN0621  HISTORY     - Date     Condition        Report By
 LN0621  HISTORY     - 1939     MONUMENTED       USGS
 LN0621
 LN0621                          STATION DESCRIPTION
 LN0621
 LN0621'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 LN0621'JENSEN, UTAH, 11 MI. E. AND 1.75 MI. N. OF, ON SW. END OF NARROW
 LN0621'RIDGE, IN SW. 1/4 SEC. 9, T 5 S, R 25 E.
 LN0621'
 LN0621'STATION MARK--STANDARD BRONZE TABLET STAMPED ---CUB 1939---, CEMENTED
 LN0621'IN LARGE BOULDER.
 LN0621'
 LN0621'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET STAMPED
 LN0621'---CUB NO 1---, CEMENTED IN LARGE BOULDER, 27.91 FT. FROM STATION,
 LN0621'N 89 DEG 57 MIN W.
 LN0621'
 LN0621'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET STAMPED
 LN0621'---CUB NO 2---, CEMENTED IN LARGE BOULDER, 20.63 FT. FROM STATION,
 LN0621'S 07 DEG E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0602 ***********************************************************************
 HO0602  DESIGNATION -  CULVER
 HO0602  PID         -  HO0602
 HO0602  STATE/COUNTY-  UT/IRON
 HO0602  COUNTRY     -  US
 HO0602  USGS QUAD   -  CEDAR MOUNTAIN (2017)
 HO0602
 HO0602                         *CURRENT SURVEY CONTROL
 HO0602  ______________________________________________________________________
 HO0602* NAD 83(1994) POSITION- 37 33 30.36673(N) 113 03 20.97965(W)   ADJUSTED
 HO0602* NAVD 88 ORTHO HEIGHT -  3089.    (meters)    10134.    (feet) VERTCON3
 HO0602  ______________________________________________________________________
 HO0602  GEOID HEIGHT    -        -21.052 (meters)                     GEOID18
 HO0602  LAPLACE CORR    -          9.77  (seconds)                    DEFLEC18
 HO0602  HORZ ORDER      -  FIRST
 HO0602
 HO0602.The horizontal coordinates were established by classical geodetic methods
 HO0602.and adjusted by the National Geodetic Survey in November 1997.
 HO0602
 HO0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0602
 HO0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0602.GEOID18 height accuracy estimate available here.
 HO0602
 HO0602.Click photographs - Photos may exist for this station.
 HO0602
 HO0602.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0602
 HO0602. The following values were computed from the NAD 83(1994) position.
 HO0602
 HO0602;                    North         East     Units Scale Factor Converg.
 HO0602;SPC UT S     - 3,100,114.628   362,544.504   MT  0.99995901   -0 57 11.6
 HO0602;SPC UT S     -10,170,959.41  1,189,448.09   sFT  0.99995901   -0 57 11.6
 HO0602;UTM  12      - 4,158,810.605   318,416.836   MT  1.00000615   -1 15 12.6
 HO0602
 HO0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0602!SPC UT S     -   0.99951874  x   0.99995901  =   0.99947777
 HO0602!UTM  12      -   0.99951874  x   1.00000615  =   0.99952488
 HO0602
 HO0602:                Primary Azimuth Mark                     Grid Az
 HO0602:SPC UT S     -  CULVER AZ MK                             216 31 14.6
 HO0602:UTM  12      -  CULVER AZ MK                             216 49 15.6
 HO0602
 HO0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG1841658810(NAD 83)
 HO0602
 HO0602|---------------------------------------------------------------------|
 HO0602| PID    Reference Object                     Distance      Geod. Az  |
 HO0602|                                                           dddmmss.s |
 HO0602| CH3006 CULVER RM 1                           5.228 METERS 13324     |
 HO0602| CH3005 CULVER AZ MK                                       2153403.0 |
 HO0602| CH3007 CULVER RM 2                           7.887 METERS 22134     |
 HO0602|---------------------------------------------------------------------|
 HO0602
 HO0602                          SUPERSEDED SURVEY CONTROL
 HO0602
 HO0602  NAD 83(1986)-  37 33 30.36447(N)    113 03 20.97330(W) AD(       ) 1
 HO0602  NAD 27      -  37 33 30.45000(N)    113 03 18.15200(W) AD(       ) 1
 HO0602  NGVD 29 (07/19/86) 3088.     (m)        10131.     (f) VERT ANG       
 HO0602
 HO0602.Superseded values are not recommended for survey control.
 HO0602
 HO0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0602.See file dsdata.pdf to determine how the superseded data were derived.
 HO0602
 HO0602_MARKER: DS = TRIANGULATION STATION DISK
 HO0602_SETTING: 66 = SET IN ROCK OUTCROP
 HO0602_STAMPING: CULVER 1938
 HO0602_MARK LOGO: CGS
 HO0602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0602+STABILITY: POSITION/ELEVATION WELL
 HO0602
 HO0602  HISTORY     - Date     Condition        Report By
 HO0602  HISTORY     - 1938     MONUMENTED       CGS
 HO0602  HISTORY     - 1949     GOOD             USGS
 HO0602
 HO0602                          STATION DESCRIPTION
 HO0602
 HO0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0602'STATION IS ON THE HIGHEST ONE OF SEVERAL TIMBER COVERED PEAKS,
 HO0602'ON THE HIGH PLATEAU S OF CEDAR CITY.  IT LIES ABOUT 8 MILES
 HO0602'A LITTLE EAST OF SOUTH FROM CEDAR CITY.  ABOUT 7-1/2 MILES
 HO0602'ENE OF KANARAVILLE AND ABOUT 13 MILES WSW OF CEDAR BREAKS.
 HO0602'POINT IS ABOUT 9000 FEET ELEVATION.
 HO0602'
 HO0602'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE BRONZE TABLETS SET
 HO0602'IN BEDROCK.
 HO0602'
 HO0602'REACHED FROM CEDAR CITY AS FOLLOWS--FROM THE POST OFFICE GO
 HO0602'S ON U.S. 91 FOR 1.8 MILES TO A GOOD GRADED ROAD TO THE LEFT
 HO0602'(E) AT SIGN (CATTLE CROSSING).  TURN LEFT OFF HIGHWAY AND
 HO0602'FOLLOW MAIN ROAD UP THE STEEP GRADE TO TOP OF HILL, 6 MILES,
 HO0602'TAKE RIGHT FORK AND CONTINUE ON MAIN ROAD 5.1 MILES TO ANOTHER
 HO0602'FORK, TAKE RIGHT FORK AND CONTINUE 2.0 MILES TO CORNER WHERE
 HO0602'ROAD TURNS SOUTH, THIS IS THE END OF TRUCK TRAVEL.  FROM THIS
 HO0602'POINT THE STATION LIES A LITTLE N OF W ABOUT 1 MILE, A 45
 HO0602'MINUTE PACK.  PACK WEST TO LOG HOUSE, THEN NW TO TOP OF
 HO0602'RIDGE, THEN W ALONG RIDGE TO STATION.
 HO0602'
 HO0602'AZIMUTH MARK IS SW ABOUT 1/2 MILE IN PROMINENT ROCK OUTCROP,
 HO0602'ON THE EASTERN SLOPE OF THE RIDGE THAT EXTENDS SW FROM THE
 HO0602'STATION.
 HO0602'
 HO0602'AIR BEACON 42B IS LOCATED ABOUT 1-1/2 MILES NNW OF IRON SPRINGS.
 HO0602'IT CAN BE IDENTIFIED BY ITS CHARACTERISTIC FLASH OF - (U).
 HO0602'
 HO0602'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 HO0602
 HO0602                          STATION RECOVERY (1949)
 HO0602
 HO0602'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 HO0602'STATION WAS RECOVERED IN GOOD CONDITION.
 HO0602'
 HO0602'TO REACH FROM THE POST OFFICE IN CEDAR CITY, GO S AND SW ON
 HO0602'U.S. HIGHWAY 91 FOR 1.8 MI. TO A GOOD GRADED ROAD TO THE LEFT
 HO0602'(E) AT A CATTLE CROSSING SIGN ON THE RIGHT, TURN LEFT (OFF
 HO0602'THE HIGHWAY) AND FOLLOW THE MAIN ROAD UP A STEEP GRADE FOR 6.9
 HO0602'MI. TO THE TOP OF A MOUNTAIN AND A ROAD FORK, TAKE THE RIGHT
 HO0602'FORK AND CONTINUE ON THE MAIN ROAD FOR 4 MI. TO ANOTHER FORK,
 HO0602'TAKE THE RIGHT FORK AND CONTINUE ON THE MAIN ROAD FOR 1.9 MI.
 HO0602'TO THE POINT WHERE THE ROAD TURNS SHARPLY FROM W TO S AT THE
 HO0602'END OF TRUCK TRAVEL, FROM THIS POINT THE STATION LIES A
 HO0602'LITTLE N OF W ABOUT 1 MI. (45-MINUTE PACK).  PACK W TO A LOG
 HO0602'HOUSE, THEN NW TO THE TOP OF A RIDGE, AND THEN W ALONG THE
 HO0602'RIDGE TO THE HIGHEST POINT AND STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0756 ***********************************************************************
 MS0756  DESIGNATION -  CURLEW ET
 MS0756  PID         -  MS0756
 MS0756  STATE/COUNTY-  UT/BOX ELDER
 MS0756  COUNTRY     -  US
 MS0756  USGS QUAD   -  CURLEW JUNCTION (2017)
 MS0756
 MS0756                         *CURRENT SURVEY CONTROL
 MS0756  ______________________________________________________________________
 MS0756* NAD 83(1994) POSITION- 41 57 38.22464(N) 113 03 20.37672(W)   ADJUSTED
 MS0756* NAVD 88 ORTHO HEIGHT -  1481.0   (meters)     4859.    (feet) VERTCON3
 MS0756  ______________________________________________________________________
 MS0756  GEOID HEIGHT    -        -14.822 (meters)                     GEOID18
 MS0756  LAPLACE CORR    -         -4.51  (seconds)                    DEFLEC18
 MS0756  HORZ ORDER      -  SECOND
 MS0756
 MS0756.The horizontal coordinates were established by classical geodetic methods
 MS0756.and adjusted by the National Geodetic Survey in November 1997.
 MS0756
 MS0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0756
 MS0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0756.GEOID18 height accuracy estimate available here.
 MS0756
 MS0756.Click photographs - Photos may exist for this station.
 MS0756
 MS0756.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0756
 MS0756. The following values were computed from the NAD 83(1994) position.
 MS0756
 MS0756;                    North         East     Units Scale Factor Converg.
 MS0756;SPC UT N     - 1,181,873.915   371,035.484   MT  1.00003359   -1 01 32.6
 MS0756;SPC UT N     - 3,877,531.34  1,217,305.58   sFT  1.00003359   -1 01 32.6
 MS0756;SPC UT N     - 3,877,531.34  1,217,305.58   sFT  1.00003359   -1 01 32.6
 MS0756;SPC ID C     -    33,078.721   578,283.757   MT  1.00002275   +0 37 53.2
 MS0756;SPC ID C     -   108,525.77  1,897,252.63   sFT  1.00002275   +0 37 53.2
 MS0756;SPC UT N     - 1,181,873.915   371,035.484   MT  1.00003359   -1 01 32.6
 MS0756;UTM  12      - 4,647,447.449   329,646.242   MT  0.99995711   -1 22 29.2
 MS0756
 MS0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0756!SPC UT N     -   0.99977009  x   1.00003359  =   0.99980367
 MS0756!SPC ID C     -   0.99977009  x   1.00002275  =   0.99979283
 MS0756!SPC UT N     -   0.99977009  x   1.00003359  =   0.99980367
 MS0756!UTM  12      -   0.99977009  x   0.99995711  =   0.99972721
 MS0756
 MS0756:                Primary Azimuth Mark                     Grid Az
 MS0756:SPC UT N     -  MICROWAVE TWR 1 MI E OF ELDER            086 54 40.3
 MS0756:SPC ID C     -  MICROWAVE TWR 1 MI E OF ELDER            085 15 14.5
 MS0756:SPC UT N     -  MICROWAVE TWR 1 MI E OF ELDER            086 54 40.3
 MS0756:UTM  12      -  MICROWAVE TWR 1 MI E OF ELDER            087 15 36.9
 MS0756
 MS0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM2964647447(NAD 83)
 MS0756
 MS0756|---------------------------------------------------------------------|
 MS0756| PID    Reference Object                     Distance      Geod. Az  |
 MS0756|                                                           dddmmss.s |
 MS0756| MS0755 MICROWAVE TWR 1 MI E OF ELDER       APPROX.10.3 KM 0855307.7 |
 MS0756| CM5418 CURLEW ET RM 1                       13.616 METERS 19847     |
 MS0756| CM5419 CURLEW ET RM 2                        8.556 METERS 28444     |
 MS0756|---------------------------------------------------------------------|
 MS0756
 MS0756                          SUPERSEDED SURVEY CONTROL
 MS0756
 MS0756  NAD 83(1986)-  41 57 38.21704(N)    113 03 20.35730(W) AD(       ) 2
 MS0756  NAD 27      -  41 57 38.50898(N)    113 03 17.39434(W) AD(       ) 2
 MS0756  NGVD 29 (07/19/86) 1480.0    (m)         4856.     (f) VERT ANG       
 MS0756
 MS0756.Superseded values are not recommended for survey control.
 MS0756
 MS0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0756.See file dsdata.pdf to determine how the superseded data were derived.
 MS0756
 MS0756_MARKER: DD = SURVEY DISK
 MS0756_SETTING: 66 = SET IN ROCK OUTCROP
 MS0756_STAMPING: CURLEW ET 1968
 MS0756_MARK LOGO: USGS
 MS0756_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0756+STABILITY: POSITION/ELEVATION WELL
 MS0756
 MS0756  HISTORY     - Date     Condition        Report By
 MS0756  HISTORY     - 1968     MONUMENTED       USGS
 MS0756
 MS0756                          STATION DESCRIPTION
 MS0756
 MS0756'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (WAO)
 MS0756'LOCATED ABOUT 17.7 MI. (AIRLINE) W. OF SNOWVILLE.  8.3 MI.
 MS0756'SE. OF STREVELL.  0.4 MI. SE. OF CURLEW JUNCTION (U.S. HIGHWAY
 MS0756'30 AND UTAH STATE 30).  ON A LOW BRUSH COVERED RIDGE.  60 FT.
 MS0756'W. OF A N-S. TRACK RD.
 MS0756'
 MS0756'TO REACH FROM CURLEW JUNCTION (ABOUT 8.0 MI. SE. OF STREVELL)
 MS0756'DRIVE E. ALONG S. SIDE OF RIGHT-OF-WAY FENCE ON S. SIDE OF
 MS0756'U.S. HIGHWAY 30S FOR 0.3 MI. TO TOP OF RIDGE.  FOLLOW TRACK
 MS0756'RD. S. ALONG RIDGE FOR 0.3 MI. TO STATION MARK, 60 FT. FROM
 MS0756'CENTERLINE OF RD. ON RIGHT.
 MS0756'
 MS0756'STATION MARK--A STANDARD USGS TABLET STAMPED CURLEW ET 1968
 MS0756'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 MS0756'
 MS0756'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 MS0756'STAMPED NO 1 1968 CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 MS0756'
 MS0756'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 MS0756'STAMPED NO 2 1968 CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 MS0756'
 MS0756'AZIMUTH MARK--CENTERLINE OF MICROWAVE TOWER ABOUT 6 MI. E. OF
 MS0756'STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0742 ***********************************************************************
 LO0742  DESIGNATION -  CURRANT CREEK PK 2
 LO0742  PID         -  LO0742
 LO0742  STATE/COUNTY-  UT/WASATCH
 LO0742  COUNTRY     -  US
 LO0742  USGS QUAD   -  HEBER MOUNTAIN (2017)
 LO0742
 LO0742                         *CURRENT SURVEY CONTROL
 LO0742  ______________________________________________________________________
 LO0742* NAD 83(1994) POSITION- 40 22 41.61687(N) 111 10 29.61092(W)   ADJUSTED
 LO0742* NAVD 88 ORTHO HEIGHT -  3218.3   (meters)    10559.    (feet) VERTCON3
 LO0742  ______________________________________________________________________
 LO0742  GEOID HEIGHT    -        -14.942 (meters)                     GEOID18
 LO0742  LAPLACE CORR    -          7.22  (seconds)                    DEFLEC18
 LO0742  HORZ ORDER      -  THIRD
 LO0742
 LO0742.The horizontal coordinates were established by classical geodetic methods
 LO0742.and adjusted by the National Geodetic Survey in November 1997.
 LO0742
 LO0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0742
 LO0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0742.GEOID18 height accuracy estimate available here.
 LO0742
 LO0742.Click photographs - Photos may exist for this station.
 LO0742
 LO0742.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0742
 LO0742. The following values were computed from the NAD 83(1994) position.
 LO0742
 LO0742;                    North         East     Units Scale Factor Converg.
 LO0742;SPC UT C     - 2,227,075.804   527,606.838   MT  0.99994371   +0 12 29.7
 LO0742;SPC UT C     - 7,306,664.53  1,730,990.10   sFT  0.99994371   +0 12 29.7
 LO0742;UTM  12      - 4,469,752.760   485,153.967   MT  0.99960271   -0 06 47.9
 LO0742
 LO0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0742!SPC UT C     -   0.99949773  x   0.99994371  =   0.99944147
 LO0742!UTM  12      -   0.99949773  x   0.99960271  =   0.99910064
 LO0742
 LO0742:                Primary Azimuth Mark                     Grid Az
 LO0742:SPC UT C     -  BALD KNOLL                               317 04 52.3
 LO0742:UTM  12      -  BALD KNOLL                               317 24 09.9
 LO0742
 LO0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK8515369752(NAD 83)
 LO0742
 LO0742|---------------------------------------------------------------------|
 LO0742| PID    Reference Object                     Distance      Geod. Az  |
 LO0742|                                                           dddmmss.s |
 LO0742| LO0741 BALD KNOLL                          APPROX. 6.1 KM 3171722.0 |
 LO0742|---------------------------------------------------------------------|
 LO0742
 LO0742                          SUPERSEDED SURVEY CONTROL
 LO0742
 LO0742  NAD 83(1993)-  40 22 41.61637(N)    111 10 29.60936(W) AD(       ) 3
 LO0742  NAD 83(1986)-  40 22 41.60361(N)    111 10 29.60129(W) AD(       ) 3
 LO0742  NAD 27      -  40 22 41.78470(N)    111 10 26.99144(W) AD(       ) 3
 LO0742  NGVD 29 (07/19/86) 3216.8    (m)        10554.     (f) VERT ANG       
 LO0742
 LO0742.Superseded values are not recommended for survey control.
 LO0742
 LO0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0742.See file dsdata.pdf to determine how the superseded data were derived.
 LO0742
 LO0742_MARKER: DD = SURVEY DISK
 LO0742_SETTING: 66 = SET IN ROCK OUTCROP
 LO0742_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0742+STABILITY: POSITION/ELEVATION WELL
 LO0742
 LO0742  HISTORY     - Date     Condition        Report By
 LO0742  HISTORY     - 1964     MONUMENTED       USGS
 LO0742
 LO0742                          STATION DESCRIPTION
 LO0742
 LO0742'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LO0742'LOCATED ABOUT 15.5 MI. SE. OF HEBER 9.5 MI. N. OF STRAWBERRY JUNCTION
 LO0742'ON U.S. HIGHWAY 40, ON THE HIGHEST POINT OF CURRANT CREEK PK.
 LO0742'
 LO0742'NOTE - A STATION ---CURRANT CREEK PEAK--- DESCRIBED BY USGS WAS
 LO0742'SEARCHED FOR AND NOT FOUND.
 LO0742'
 LO0742'TO REACH FROM THE POST OFFICE IN HEBER, GO SE. ON U.S. HIGHWAY 40 FOR
 LO0742'21.1 MI. TO T-RD. ON LEFT AND SIGN ---STRAWBERRY CANYON---,TURN LEFT
 LO0742'AND FOLLOW MAIN TRAVELED RD. N. 6.2 MI. TO RD. FORKS, TAKE RIGHT FORK
 LO0742'3.9 MI. ON A NEW LOGGING RD. TO A FORK, TAKE LEFT FORK 1.4 MI. TO AN
 LO0742'OPEN AREA ON RIGHT S. LEADING TO OPEN GRASSY RIDGE, THEN UP RIDGE 0.3
 LO0742'MI. TO POINT WHERE HILL BECOMES TOO STEEP FOR 4-WHEEL DRIVE VEHICLE
 LO0742'END OF TRUCK TRAVEL, ABOUT A 10 MINUTE HIKE TO TOP AND STATION.
 LO0742'
 LO0742'STATION MARK - STANDARD TABLET STAMPED ---CURRANT CREEK PK. 2---,
 LO0742'CEMENTED IN DRILL HOLE IN TOP OF ROCK IN PLACE, 0.3 FT. ABOVE GROUND.
 LO0742'
 LO0742'REFERENCE MARK NO.1-STANDARD REFERENCE MARK TABLET STAMPED ---NO.1
 LO0742'1964--- CEMENTED IN DRILL HOLE IN TOP OF LARGE ROCK, 3 FT. ABOVE
 LO0742'GROUND AND ABOUT LEVEL WITH HIGHEST POINT OF TOP, 14.66 FT. FROM
 LO0742'STATION MARK, S 42 DEG 46 MIN W.
 LO0742'
 LO0742'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.2
 LO0742'1964---, CEMENTED IN DRILL HOLE IN TOP OF SOLID ROCK IN PLACE AND
 LO0742'FLUSH WITH GROUND, 15.62 FT. FROM STATION MARK, N 27 DEG 22 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0680 ***********************************************************************
 MS0680  DESIGNATION -  CURVE
 MS0680  PID         -  MS0680
 MS0680  STATE/COUNTY-  UT/CACHE
 MS0680  COUNTRY     -  US
 MS0680  USGS QUAD   -  CUTLER DAM (2017)
 MS0680
 MS0680                         *CURRENT SURVEY CONTROL
 MS0680  ______________________________________________________________________
 MS0680* NAD 83(1994) POSITION- 41 45 23.92292(N) 112 00 11.71436(W)   ADJUSTED
 MS0680* NAVD 88 ORTHO HEIGHT -  1428.0   (meters)     4685.    (feet) VERTCON3
 MS0680  ______________________________________________________________________
 MS0680  GEOID HEIGHT    -        -15.586 (meters)                     GEOID18
 MS0680  LAPLACE CORR    -         -5.96  (seconds)                    DEFLEC18
 MS0680  HORZ ORDER      -  SECOND
 MS0680
 MS0680.The horizontal coordinates were established by classical geodetic methods
 MS0680.and adjusted by the National Geodetic Survey in November 1997.
 MS0680
 MS0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0680
 MS0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0680.GEOID18 height accuracy estimate available here.
 MS0680
 MS0680.Click photographs - Photos may exist for this station.
 MS0680
 MS0680.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0680
 MS0680. The following values were computed from the NAD 83(1994) position.
 MS0680
 MS0680;                    North         East     Units Scale Factor Converg.
 MS0680;SPC UT N     - 1,158,185.023   458,146.949   MT  0.99999578   -0 19 54.6
 MS0680;SPC UT N     - 3,799,812.03  1,503,103.78   sFT  0.99999578   -0 19 54.6
 MS0680;UTM  12      - 4,623,243.718   416,596.582   MT  0.99968560   -0 40 05.4
 MS0680
 MS0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0680!SPC UT N     -   0.99977851  x   0.99999578  =   0.99977429
 MS0680!UTM  12      -   0.99977851  x   0.99968560  =   0.99946418
 MS0680
 MS0680:                Primary Azimuth Mark                     Grid Az
 MS0680:SPC UT N     -  CURVE AZ MK                              109 43 37.8
 MS0680:UTM  12      -  CURVE AZ MK                              110 03 48.6
 MS0680
 MS0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM1659623243(NAD 83)
 MS0680
 MS0680|---------------------------------------------------------------------|
 MS0680| PID    Reference Object                     Distance      Geod. Az  |
 MS0680|                                                           dddmmss.s |
 MS0680| MR0736 LOGAN MUN AIRPORT BEACON            APPROX.12.7 KM 0764944.9 |
 MS0680| MR0737 LOGAN RADIO STA KVNU WEST MAST      APPROX.13.7 KM 0894314.1 |
 MS0680| CM5420 CURVE AZ MK                                        1092343.2 |
 MS0680| CM5421 CURVE RM 1                           25.537 METERS 12939     |
 MS0680| CM5422 CURVE RM 2                           13.177 METERS 30334     |
 MS0680|---------------------------------------------------------------------|
 MS0680
 MS0680                          SUPERSEDED SURVEY CONTROL
 MS0680
 MS0680  NAD 83(1993)-  41 45 23.92750(N)    112 00 11.70710(W) AD(       ) 2
 MS0680  NAD 83(1986)-  41 45 23.91277(N)    112 00 11.70188(W) AD(       ) 2
 MS0680  NAD 27      -  41 45 24.17050(N)    112 00 08.88810(W) AD(       ) 2
 MS0680  NGVD 29 (07/19/86) 1427.0    (m)         4682.     (f) VERT ANG       
 MS0680
 MS0680.Superseded values are not recommended for survey control.
 MS0680
 MS0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0680.See file dsdata.pdf to determine how the superseded data were derived.
 MS0680
 MS0680_MARKER: DS = TRIANGULATION STATION DISK
 MS0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0680_STAMPING: CURVE 1963
 MS0680_MARK LOGO: CGS
 MS0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0680+STABILITY: SURFACE MOTION
 MS0680
 MS0680  HISTORY     - Date     Condition        Report By
 MS0680  HISTORY     - 1963     MONUMENTED       CGS
 MS0680
 MS0680                          STATION DESCRIPTION
 MS0680
 MS0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MS0680'THE STATION IS ABOUT 9 MILES WEST OF THE JUNCTION OF U.S.
 MS0680'HIGHWAY 91 AND STATE HIGHWAY 69 IN LOGAN, ON THE SOUTH RIGHT-OF-WAY
 MS0680'OF HIGHWAY 69 AND AT A CURVE IN THE ROAD WHERE THE HIGHWAY
 MS0680'GOES OVER A PASS.
 MS0680'
 MS0680'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 91
 MS0680'AND STATE HIGHWAY 69 IN LOGAN, GO WEST ON STATE HIGHWAY 69
 MS0680'FOR 7.8 MILES TO STATE HIGHWAY 23.  CONTINUE WEST ON HIGHWAY
 MS0680'69 FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 MS0680'WEST FOR 0.8 MILE TO THE STATION ON THE LEFT.
 MS0680'
 MS0680'THE STATION MARK IS A STANDARD DISK, STAMPED CURVE 1963,
 MS0680'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 2
 MS0680'INCHES.  IT IS 4.2 FEET NORTH OF A FENCE, 70.5 FEET EAST
 MS0680'OF THE CENTERLINE OF A SIDE ROAD, 4.1 FEET EAST OF A WITNESS
 MS0680'POST AND 46.4 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 MS0680'
 MS0680'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CURVE NO 1 1963,
 MS0680'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 MS0680'4 INCHES.  IT IS 1.7 FEET NORTH OF THE FENCE, 49.1 FEET
 MS0680'SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 155.0 FEET EAST
 MS0680'OF THE CENTERLINE OF THE SIDE ROAD AND ABOUT 4 FEET LOWER
 MS0680'THAN THE STATION.
 MS0680'
 MS0680'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CURVE NO 2
 MS0680'1963, SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 MS0680'2 INCHES.  IT IS 5.2 FEET NORTHEAST OF THE FENCE, 50.8 FEET
 MS0680'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 27.4 FEET EAST OF
 MS0680'THE CENTERLINE OF THE SIDE ROAD AND ABOUT 2 FEET HIGHER THAN
 MS0680'THE STATION.
 MS0680'
 MS0680'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CURVE 1963,
 MS0680'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 MS0680'4 INCHES.  IT IS 2.9 FEET WEST OF A WITNESS POST, 21.8 FEET
 MS0680'WEST OF THE CENTERLINE OF A SIDE ROAD, 48.9 FEET SOUTH OF
 MS0680'THE CENTERLINE OF THE HIGHWAY AND 5.6 FEET WEST OF A FENCE
 MS0680'CORNER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0598 ***********************************************************************
 HO0598  DESIGNATION -  CUTOFF
 HO0598  PID         -  HO0598
 HO0598  STATE/COUNTY-  UT/IRON
 HO0598  COUNTRY     -  US
 HO0598  USGS QUAD   -  ENOCH NW (2017)
 HO0598
 HO0598                         *CURRENT SURVEY CONTROL
 HO0598  ______________________________________________________________________
 HO0598* NAD 83(1994) POSITION- 37 54 18.55848(N) 113 14 13.56286(W)   ADJUSTED
 HO0598* NAVD 88 ORTHO HEIGHT -  1593.1   (meters)     5227.    (feet) VERTCON3
 HO0598  ______________________________________________________________________
 HO0598  GEOID HEIGHT    -        -22.186 (meters)                     GEOID18
 HO0598  LAPLACE CORR    -          6.21  (seconds)                    DEFLEC18
 HO0598  HORZ ORDER      -  FIRST
 HO0598
 HO0598.The horizontal coordinates were established by classical geodetic methods
 HO0598.and adjusted by the National Geodetic Survey in November 1997.
 HO0598
 HO0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0598
 HO0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0598.GEOID18 height accuracy estimate available here.
 HO0598
 HO0598.Click photographs - Photos may exist for this station.
 HO0598
 HO0598.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0598
 HO0598. The following values were computed from the NAD 83(1994) position.
 HO0598
 HO0598;                    North         East     Units Scale Factor Converg.
 HO0598;SPC UT S     - 3,138,871.091   347,245.755   MT  0.99995352   -1 03 51.5
 HO0598;SPC UT S     -10,298,112.90  1,139,255.45   sFT  0.99995352   -1 03 51.5
 HO0598;UTM  12      - 4,197,651.428   303,323.465   MT  1.00007645   -1 22 29.3
 HO0598
 HO0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0598!SPC UT S     -   0.99975356  x   0.99995352  =   0.99970709
 HO0598!UTM  12      -   0.99975356  x   1.00007645  =   0.99982999
 HO0598
 HO0598:                Primary Azimuth Mark                     Grid Az
 HO0598:SPC UT S     -  LADYBUG                                  049 20 56.8
 HO0598:UTM  12      -  LADYBUG                                  049 39 34.6
 HO0598
 HO0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG0332397651(NAD 83)
 HO0598
 HO0598|---------------------------------------------------------------------|
 HO0598| PID    Reference Object                     Distance      Geod. Az  |
 HO0598|                                                           dddmmss.s |
 HO0598| JO0561 LADYBUG                             APPROX.23.0 KM 0481705.3 |
 HO0598| CH3011 CUTOFF RM 1                          27.706 METERS 11534     |
 HO0598| CH3010 CUTOFF AZ MK                                       1242539.7 |
 HO0598| HO0616 LOS ANGELES SALT LK AWY BN 41       APPROX.18.1 KM 2602710.1 |
 HO0598| CH3012 CUTOFF RM 2                          14.350 METERS 35132     |
 HO0598|---------------------------------------------------------------------|
 HO0598
 HO0598                          SUPERSEDED SURVEY CONTROL
 HO0598
 HO0598  NAD 83(1986)-  37 54 18.55421(N)    113 14 13.55696(W) AD(       ) 1
 HO0598  NAD 27      -  37 54 18.65500(N)    113 14 10.70800(W) AD(       ) 1
 HO0598  NGVD 29 (07/19/86) 1592.0    (m)         5223.     (f) VERT ANG       
 HO0598
 HO0598.Superseded values are not recommended for survey control.
 HO0598
 HO0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0598.See file dsdata.pdf to determine how the superseded data were derived.
 HO0598
 HO0598_MARKER: DS = TRIANGULATION STATION DISK
 HO0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0598_STAMPING: CUTOFF 1938
 HO0598_MARK LOGO: CGS
 HO0598_PROJECTION: PROJECTING 3 CENTIMETERS
 HO0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0598+STABILITY: SURFACE MOTION
 HO0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0598+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2021
 HO0598
 HO0598  HISTORY     - Date     Condition        Report By
 HO0598  HISTORY     - 1938     MONUMENTED       CGS
 HO0598  HISTORY     - 1953     GOOD             FAS
 HO0598  HISTORY     - 1971     GOOD             USGS
 HO0598  HISTORY     - 20210401 GOOD             INDIV
 HO0598
 HO0598                          STATION DESCRIPTION
 HO0598
 HO0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0598'ABOUT 23 MILES AIRLINE W BY N OF PAROWAN, UTAH, AND ABOUT 12
 HO0598'MILES SE OF LUND RR STATION ON UNION PACIFIC RR.  STATION IS
 HO0598'ON E EDGE OF LARGE FLAT KNOWN AS ESCALANTE DESERT AND 63 PACES
 HO0598'N OF UTAH 19.
 HO0598'
 HO0598'SURFACE, REFERENCE, AND UNDERGROUND MARKS ARE STANDARD BRONZE
 HO0598'TABLETS IN CONCRETE.
 HO0598'AZIMUTH MARK IS A STANDARD BRONZE DISK IN A BOULDER.
 HO0598'
 HO0598'TO REACH STATION FROM PAROWAN, UTAH, GO N FROM POST OFFICE
 HO0598'0.2 MILE TO A SIGN ON L (LUND 40 MILES).  THENCE TURN L AND
 HO0598'FOLLOW MAIN GRAVEL ROAD W AND N 2.25 MILES TO A FORK.  THENCE
 HO0598'TURN L AND FOLLOW MAIN GRAVEL ROAD W 20.8 MILES TO JUNCTION
 HO0598'WITH UTAH 19.  THENCE CONTINUE NW ON UTAH 19 3.15 MILES TO
 HO0598'TRAIL CROSSROADS AND STATION SITE TO R, N OF 19.  DISTANCE
 HO0598'TO STATION SITE FROM LUND RR STATION IS 12.7 MILES.
 HO0598'
 HO0598'REFERENCE MARK NO. 1 IS ESE OF STATION AT ABOUT SAME ELEVATION.
 HO0598'REFERENCE MARK NO. 2 IS N BY W OF STATION AT ABOUT THE SAME
 HO0598'ELEVATION.
 HO0598'
 HO0598'AZIMUTH MARK IS ABOUT TWO MILES ESE OF STATION AND ABOUT SAME
 HO0598'ELEVATION .  IT IS LOCATED ON A SMALL KNOLL ABOUT 70 PACES
 HO0598'TO SW OF UTAH 19.
 HO0598
 HO0598                          STATION RECOVERY (1953)
 HO0598
 HO0598'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1953
 HO0598'RECOVERED STATION AND REFERENCE MARK NO. 1 AND REFERENCE MARK
 HO0598'NO. 2.  PUBLISHED DESCRIPTION IS ADEQUATE FOR RECOVERY.
 HO0598
 HO0598                          STATION RECOVERY (1971)
 HO0598
 HO0598'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HO0598'INSTRUMENT STAND IS 4.6 FT ABOVE STATION MARK.
 HO0598'
 HO0598'ALL MARKS IN GOOD CONDITION.
 HO0598'
 HO0598'STATION MARK--A STANDARD USC AND GS TABLET STAMPED CUTOFF 1938
 HO0598'CEMENTED IN TOP OF CONC. POST SET IN GROUND.
 HO0598'
 HO0598'REFERENCE MARK NO. 1--STANDARD USC AND GS TABLET STAMPED CUTOFF
 HO0598'NO 1 1938 CEMENTED IN TOP OF CONC. POST SET IN GROUND.
 HO0598'
 HO0598'REFERENCE MARK NO. 2--STANDARD USC AND GS TABLET STAMPED CUTOFF
 HO0598'NO 2 1938 CEMENTED IN TOP OF CONC. POST SET IN GROUND.
 HO0598
 HO0598                          STATION RECOVERY (2021)
 HO0598
 HO0598'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 HO0598'TO REACH FROM THE INTERSECTION OF MIDVALLEY ROAD AND LUND HIGHWAY IN
 HO0598'CEDAR CITY, TAKE LUND HIGHWAY NORTH.  THE ROAD TURNS TO GRAVEL AT 3.1
 HO0598'MI (5.0 KM), THEN AT 8.8 MI (14.2 KM) VEER TO THE LEFT AT THE
 HO0598'Y-INTERSECTION.  AT 11.8 MI (19.0 KM) TURN RIGHT ONTO A GOOD DIRT
 HO0598'ROAD, CROSS THE CATTLE GUARD AND PARK.  FROM HERE HIKE WEST ABOUT 0.25
 HO0598'MI (0.40 KM) ALONG THE NORTH SIDE OF A FENCE.  ON THE WEST SIDE OF A
 HO0598'DUG OUT DEPRESSION THE STATION MARK IS 30 PACES NORTH OF THE FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0734 ***********************************************************************
 MS0734  DESIGNATION -  CUTOFF ET
 MS0734  PID         -  MS0734
 MS0734  STATE/COUNTY-  UT/BOX ELDER
 MS0734  COUNTRY     -  US
 MS0734  USGS QUAD   -  LAKESIDE (2017)
 MS0734
 MS0734                         *CURRENT SURVEY CONTROL
 MS0734  ______________________________________________________________________
 MS0734* NAD 83(1994) POSITION- 41 13 14.55626(N) 112 45 38.20982(W)   ADJUSTED
 MS0734* NAVD 88 ORTHO HEIGHT -  1283.05  (+/-2cm)     4209.5   (feet) VERTCON3
 MS0734  ______________________________________________________________________
 MS0734  GEOID HEIGHT    -        -16.967 (meters)                     GEOID18
 MS0734  LAPLACE CORR    -         -3.73  (seconds)                    DEFLEC18
 MS0734  HORZ ORDER      -  SECOND
 MS0734  VERT ORDER      -  THIRD ? (See Below)
 MS0734
 MS0734.The horizontal coordinates were established by classical geodetic methods
 MS0734.and adjusted by the National Geodetic Survey in November 1997.
 MS0734
 MS0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0734
 MS0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0734.GEOID18 height accuracy estimate available here.
 MS0734
 MS0734.The vertical order pertains to the NGVD 29 superseded value.
 MS0734
 MS0734.Click photographs - Photos may exist for this station.
 MS0734
 MS0734.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0734
 MS0734. The following values were computed from the NAD 83(1994) position.
 MS0734
 MS0734;                    North         East     Units Scale Factor Converg.
 MS0734;SPC UT N     - 1,099,309.608   394,300.867   MT  0.99995698   -0 49 52.3
 MS0734;SPC UT N     - 3,606,651.61  1,293,635.43   sFT  0.99995698   -0 49 52.3
 MS0734;UTM  12      - 4,564,752.847   352,421.613   MT  0.99986805   -1 09 37.4
 MS0734
 MS0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0734!SPC UT N     -   0.99980145  x   0.99995698  =   0.99975844
 MS0734!UTM  12      -   0.99980145  x   0.99986805  =   0.99966952
 MS0734
 MS0734:                Primary Azimuth Mark                     Grid Az
 MS0734:SPC UT N     -  GUNNISON ET                              328 14 24.6
 MS0734:UTM  12      -  GUNNISON ET                              328 34 09.7
 MS0734
 MS0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL5242164752(NAD 83)
 MS0734
 MS0734|---------------------------------------------------------------------|
 MS0734| PID    Reference Object                     Distance      Geod. Az  |
 MS0734|                                                           dddmmss.s |
 MS0734| MS0737 GUNNISON ET                         APPROX.15.1 KM 3272432.3 |
 MS0734|---------------------------------------------------------------------|
 MS0734
 MS0734                          SUPERSEDED SURVEY CONTROL
 MS0734
 MS0734  NAD 83(1986)-  41 13 14.54554(N)    112 45 38.19691(W) AD(       ) 2
 MS0734  NAD 27      -  41 13 14.79470(N)    112 45 35.28338(W) AD(       ) 2
 MS0734  NGVD 29            1282.08   (m)         4206.3    (f) LEVELING    3  
 MS0734
 MS0734.Superseded values are not recommended for survey control.
 MS0734
 MS0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0734.See file dsdata.pdf to determine how the superseded data were derived.
 MS0734
 MS0734_MARKER: DD = SURVEY DISK
 MS0734_SETTING: 80 = SET IN A BOULDER
 MS0734_STAMPING: ET CUTOFF 1966
 MS0734_MARK LOGO: USGS
 MS0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0734+STABILITY: SURFACE MOTION
 MS0734
 MS0734  HISTORY     - Date     Condition        Report By
 MS0734  HISTORY     - 1966     MONUMENTED       USGS
 MS0734
 MS0734                          STATION DESCRIPTION
 MS0734
 MS0734'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (RFW)
 MS0734'LOCATED ABOUT 44 MI. (AIRLINE) SW. OF BRIGHAM CITY.  ABOUT
 MS0734'38.5 MI. W. OF ROY.  ABOUT 6 MI. E. OF LAKESIDE.  AT THE W. END
 MS0734'OF THE LUCIN CUTOFF ON THE S.P. CAUSEWAY.  ON THE S. SIDE OF THE
 MS0734'RR. TRACKS.
 MS0734'
 MS0734'REACHED BY HELICOPTER.  CAN BE REACHED BY TRUCK.  KEY FOR
 MS0734'LOCKED GATE CAN BE OBTAINED FROM THE S.P. RR. IN OGDEN.
 MS0734'
 MS0734'STATION MARK--A STANDARD TABLET STAMPED ET CUTOFF 1966 CEMENTED
 MS0734'INTO DRILL HOLE IN BOULDER.
 MS0734'
 MS0734'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0610 ***********************************************************************
 MR0610  DESIGNATION -  D
 MR0610  PID         -  MR0610
 MR0610  STATE/COUNTY-  UT/WEBER
 MR0610  COUNTRY     -  US
 MR0610  USGS QUAD   -  OGDEN (2017)
 MR0610
 MR0610                         *CURRENT SURVEY CONTROL
 MR0610  ______________________________________________________________________
 MR0610* NAD 83(1986) POSITION- 41 08 38.     (N) 111 56 08.     (W)   SCALED
 MR0610* NAVD 88 ORTHO HEIGHT -  1371.858 (meters)     4500.84  (feet) POSTED
 MR0610  ______________________________________________________________________
 MR0610  GEOID HEIGHT    -        -16.574 (meters)                     GEOID18
 MR0610  DYNAMIC HEIGHT  -       1370.80  (meters)     4497.4   (feet) COMP
 MR0610  MODELED GRAVITY -    979,804.6   (mgal)                       NAVD 88
 MR0610
 MR0610  VERT ORDER      -  * POSTED, SEE BELOW
 MR0610
 MR0610.The horizontal coordinates were scaled from a map and have
 MR0610.an estimated accuracy of +/- 6 seconds.
 MR0610
 MR0610.The orthometric height was determined by differential leveling
 MR0610.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MR0610
 MR0610.* This is a POSTED BENCH MARK height.
 MR0610
 MR0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0610.GEOID18 height accuracy estimate available here.
 MR0610
 MR0610.Click photographs - Photos may exist for this station.
 MR0610
 MR0610.The dynamic height is computed by dividing the NAVD 88
 MR0610.geopotential number by the normal gravity value computed on the
 MR0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0610.degrees latitude (g = 980.6199 gals.).
 MR0610
 MR0610.The modeled gravity was interpolated from observed gravity values.
 MR0610
 MR0610;                    North         East    Units  Estimated Accuracy
 MR0610;SPC UT N     - 1,090,100.      463,440.      MT  (+/- 180 meters Scaled)
 MR0610
 MR0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL214551(NAD 83)
 MR0610
 MR0610                          SUPERSEDED SURVEY CONTROL
 MR0610
 MR0610.No superseded survey control is available for this station.
 MR0610
 MR0610_MARKER: Z = SEE DESCRIPTION
 MR0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0610
 MR0610  HISTORY     - Date     Condition        Report By
 MR0610  HISTORY     - 1903     MONUMENTED       CGS
 MR0610  HISTORY     - 19030509 GOOD             CGS
 MR0610
 MR0610                          STATION DESCRIPTION
 MR0610
 MR0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (RLL)
 MR0610'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) EAST-NORTHEAST OF
 MR0610'CLEARFIELD, 5.1 MI (8.1 KM) EAST-NORTHEAST OF CLEARFIELD VILLA
 MR0610'SUBDIVISION AND 4.9 MI (7.8 KM) EAST-SOUTHEAST OF ROY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0200 ***********************************************************************
 MS0200  DESIGNATION -  D 10
 MS0200  PID         -  MS0200
 MS0200  STATE/COUNTY-  UT/BOX ELDER
 MS0200  COUNTRY     -  US
 MS0200  USGS QUAD   -  LAKE RIDGE (2017)
 MS0200
 MS0200                         *CURRENT SURVEY CONTROL
 MS0200  ______________________________________________________________________
 MS0200* NAD 83(1986) POSITION- 41 39 24.2    (N) 112 42 29.3    (W)   HD_HELD2
 MS0200* NAVD 88 ORTHO HEIGHT -  1326.598 (meters)     4352.35  (feet) ADJUSTED
 MS0200  ______________________________________________________________________
 MS0200  GEOID HEIGHT    -        -15.747 (meters)                     GEOID18
 MS0200  DYNAMIC HEIGHT  -       1325.709 (meters)     4349.43  (feet) COMP
 MS0200  MODELED GRAVITY -    979,906.7   (mgal)                       NAVD 88
 MS0200
 MS0200  VERT ORDER      -  FIRST     CLASS II
 MS0200
 MS0200.The horizontal coordinates were established by autonomous hand held GPS
 MS0200.observations and have an estimated accuracy of +/- 10 meters.
 MS0200
 MS0200.The orthometric height was determined by differential leveling and
 MS0200.adjusted by the NATIONAL GEODETIC SURVEY
 MS0200.in June 1991.
 MS0200
 MS0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0200.GEOID18 height accuracy estimate available here.
 MS0200
 MS0200.Click photographs - Photos may exist for this station.
 MS0200
 MS0200.The dynamic height is computed by dividing the NAVD 88
 MS0200.geopotential number by the normal gravity value computed on the
 MS0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0200.degrees latitude (g = 980.6199 gals.).
 MS0200
 MS0200.The modeled gravity was interpolated from observed gravity values.
 MS0200
 MS0200;                    North         East    Units  Estimated Accuracy
 MS0200;SPC UT N     - 1,147,665.      399,374.      MT  (+/- 10 meters HH2 GPS)
 MS0200
 MS0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM5777513072(NAD 83)
 MS0200
 MS0200                          SUPERSEDED SURVEY CONTROL
 MS0200
 MS0200  NGVD 29 (??/??/92) 1325.599  (m)         4349.07   (f) ADJ UNCH    1 2
 MS0200
 MS0200.Superseded values are not recommended for survey control.
 MS0200
 MS0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0200.See file dsdata.pdf to determine how the superseded data were derived.
 MS0200
 MS0200_MARKER: P = PIPE CAP
 MS0200_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MS0200_STAMPING: D 10 1911 ELEV. 4349.069 FT
 MS0200_MARK LOGO: CGS
 MS0200_MAGNETIC: P = MARKER IS A STEEL PIPE
 MS0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0200
 MS0200  HISTORY     - Date     Condition        Report By
 MS0200  HISTORY     - 1911     MONUMENTED       CGS
 MS0200  HISTORY     - 1953     GOOD             CGS
 MS0200
 MS0200                          STATION DESCRIPTION
 MS0200
 MS0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0200'14.4 MI W FROM PROMONTORY.
 MS0200'3.1 MILES SOUTHWEST ALONG A COUNTY GRAVELED ROAD FROM THE GOLDEN SPIKE
 MS0200'MONUMENT AT PROMONTORY, THENCE 11.3 MILES WEST ALONG A GRAVELED ROAD
 MS0200'ON THE ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED.  0.5 MILE (20
 MS0200'POLES) NORTH OF MILEPOLE 759, 107 FEET WEST OF AND ACROSS THE ROAD
 MS0200'FROM A TELEPHONE POLE MARKED BY THE WHITE PAINTED LETTERS BM, 37 FEET
 MS0200'WEST OF THE CENTER LINE OF THE ROAD, 1.5 FEET EAST OF A WITNESS POST,
 MS0200'ABOUT 2 FEET LOWER THAN THE ROAD, AND SCREWED ON TOP OF A 3 1/2-INCH
 MS0200'IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0193 ***********************************************************************
 HM0193  DESIGNATION -  D 100
 HM0193  PID         -  HM0193
 HM0193  STATE/COUNTY-  UT/SAN JUAN
 HM0193  COUNTRY     -  US
 HM0193  USGS QUAD   -  BLACK MESA BUTTE (2017)
 HM0193
 HM0193                         *CURRENT SURVEY CONTROL
 HM0193  ______________________________________________________________________
 HM0193* NAD 83(1986) POSITION- 37 34 33.     (N) 109 30 24.     (W)   SCALED
 HM0193* NAVD 88 ORTHO HEIGHT -  1699.388 (meters)     5575.41  (feet) ADJUSTED
 HM0193  ______________________________________________________________________
 HM0193  GEOID HEIGHT    -        -20.069 (meters)                     GEOID18
 HM0193  DYNAMIC HEIGHT  -       1697.389 (meters)     5568.85  (feet) COMP
 HM0193  MODELED GRAVITY -    979,394.7   (mgal)                       NAVD 88
 HM0193
 HM0193  VERT ORDER      -  FIRST     CLASS II
 HM0193
 HM0193.The horizontal coordinates were scaled from a map and have
 HM0193.an estimated accuracy of +/- 6 seconds.
 HM0193
 HM0193.The orthometric height was determined by differential leveling and
 HM0193.adjusted by the NATIONAL GEODETIC SURVEY
 HM0193.in June 1991.
 HM0193
 HM0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0193.GEOID18 height accuracy estimate available here.
 HM0193
 HM0193.Click photographs - Photos may exist for this station.
 HM0193
 HM0193.The dynamic height is computed by dividing the NAVD 88
 HM0193.geopotential number by the normal gravity value computed on the
 HM0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0193.degrees latitude (g = 980.6199 gals.).
 HM0193
 HM0193.The modeled gravity was interpolated from observed gravity values.
 HM0193
 HM0193;                    North         East    Units  Estimated Accuracy
 HM0193;SPC UT S     - 3,102,780.      676,060.      MT  (+/- 180 meters Scaled)
 HM0193
 HM0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG318598(NAD 83)
 HM0193
 HM0193                          SUPERSEDED SURVEY CONTROL
 HM0193
 HM0193  NGVD 29 (??/??/92) 1698.312  (m)         5571.88   (f) ADJ UNCH    1 2
 HM0193
 HM0193.Superseded values are not recommended for survey control.
 HM0193
 HM0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0193.See file dsdata.pdf to determine how the superseded data were derived.
 HM0193
 HM0193_MARKER: DB = BENCH MARK DISK
 HM0193_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HM0193_SP_SET: CURB
 HM0193_STAMPING: D 100 1958
 HM0193_MARK LOGO: CGS
 HM0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0193
 HM0193  HISTORY     - Date     Condition        Report By
 HM0193  HISTORY     - 1958     MONUMENTED       CGS
 HM0193  HISTORY     - 1959     GOOD             CGS
 HM0193
 HM0193                          STATION DESCRIPTION
 HM0193
 HM0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0193'5.2 MI SW FROM BLANDING.
 HM0193'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0193'BLANDING, THENCE 1.3 MILES WEST ALONG STATE HIGHWAY 95, IN THE TOP OF
 HM0193'THE SOUTHEAST END OF THE SOUTHWEST CONCRETE CURB OF THE BRIDGE OVER
 HM0193'WESTWATER CREEK, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 HM0193'0.6 FOOT NORTHEAST OF THE GUARD RAIL AND 1/2 FOOT HIGHER THAN THE
 HM0193'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0060 ***********************************************************************
 LO0060  DESIGNATION -  D 101
 LO0060  PID         -  LO0060
 LO0060  STATE/COUNTY-  UT/DUCHESNE
 LO0060  COUNTRY     -  US
 LO0060  USGS QUAD   -  BLACKTAIL MOUNTAIN (2017)
 LO0060
 LO0060                         *CURRENT SURVEY CONTROL
 LO0060  ______________________________________________________________________
 LO0060* NAD 83(1986) POSITION- 40 17 30.     (N) 110 30 13.     (W)   SCALED
 LO0060* NAVD 88 ORTHO HEIGHT -  1838.774 (meters)     6032.71  (feet) ADJUSTED
 LO0060  ______________________________________________________________________
 LO0060  GEOID HEIGHT    -        -16.407 (meters)                     GEOID18
 LO0060  DYNAMIC HEIGHT  -       1836.938 (meters)     6026.69  (feet) COMP
 LO0060  MODELED GRAVITY -    979,562.5   (mgal)                       NAVD 88
 LO0060
 LO0060  VERT ORDER      -  SECOND    CLASS 0
 LO0060
 LO0060.The horizontal coordinates were scaled from a map and have
 LO0060.an estimated accuracy of +/- 6 seconds.
 LO0060
 LO0060.The orthometric height was determined by differential leveling and
 LO0060.adjusted by the NATIONAL GEODETIC SURVEY
 LO0060.in June 1991.
 LO0060
 LO0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0060.GEOID18 height accuracy estimate available here.
 LO0060
 LO0060.Click photographs - Photos may exist for this station.
 LO0060
 LO0060.The dynamic height is computed by dividing the NAVD 88
 LO0060.geopotential number by the normal gravity value computed on the
 LO0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0060.degrees latitude (g = 980.6199 gals.).
 LO0060
 LO0060.The modeled gravity was interpolated from observed gravity values.
 LO0060
 LO0060;                    North         East    Units  Estimated Accuracy
 LO0060;SPC UT C     - 2,217,890.      584,720.      MT  (+/- 180 meters Scaled)
 LO0060
 LO0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK421602(NAD 83)
 LO0060
 LO0060                          SUPERSEDED SURVEY CONTROL
 LO0060
 LO0060  NGVD 29 (??/??/92) 1837.417  (m)         6028.26   (f) ADJ UNCH    2 0
 LO0060
 LO0060.Superseded values are not recommended for survey control.
 LO0060
 LO0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0060.See file dsdata.pdf to determine how the superseded data were derived.
 LO0060
 LO0060_MARKER: DB = BENCH MARK DISK
 LO0060_SETTING: 80 = SET IN A BOULDER
 LO0060_STAMPING: D 101 1962
 LO0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0060+STABILITY: SURFACE MOTION
 LO0060
 LO0060  HISTORY     - Date     Condition        Report By
 LO0060  HISTORY     - 1962     MONUMENTED       CGS
 LO0060
 LO0060                          STATION DESCRIPTION
 LO0060
 LO0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0060'13.25 MI SE FROM TABIONA.
 LO0060'13.25 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0060'TABIONA, SET VERTICALLY IN THE NORTH FACE OF A MASSIVE BOULDER WHICH
 LO0060'PROJECTS ABOUT 7 FEET ABOVE THE GROUND, 52 FEET SOUTHWEST OF THE
 LO0060'CENTER LINE OF THE HIGHWAY, 37 FEET SOUTH OF A TELEPHONE POLE, ABOUT 6
 LO0060'FEET HIGHER THAN THE HIGHWAY, AND 2.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0359 ***********************************************************************
 LN0359  DESIGNATION -  D 102
 LN0359  PID         -  LN0359
 LN0359  STATE/COUNTY-  UT/DAGGETT
 LN0359  COUNTRY     -  US
 LN0359  USGS QUAD   -  FLAMING GORGE (2017)
 LN0359
 LN0359                         *CURRENT SURVEY CONTROL
 LN0359  ______________________________________________________________________
 LN0359* NAD 83(1986) POSITION- 40 59 24.     (N) 109 36 15.     (W)   SCALED
 LN0359* NAVD 88 ORTHO HEIGHT -  1833.483 (meters)     6015.35  (feet) ADJUSTED
 LN0359  ______________________________________________________________________
 LN0359  GEOID HEIGHT    -        -14.285 (meters)                     GEOID18
 LN0359  DYNAMIC HEIGHT  -       1831.820 (meters)     6009.90  (feet) COMP
 LN0359  MODELED GRAVITY -    979,652.7   (mgal)                       NAVD 88
 LN0359
 LN0359  VERT ORDER      -  SECOND    CLASS 0
 LN0359
 LN0359.The horizontal coordinates were scaled from a map and have
 LN0359.an estimated accuracy of +/- 6 seconds.
 LN0359
 LN0359.The orthometric height was determined by differential leveling and
 LN0359.adjusted by the NATIONAL GEODETIC SURVEY
 LN0359.in June 1991.
 LN0359
 LN0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0359.GEOID18 height accuracy estimate available here.
 LN0359
 LN0359.Click photographs - Photos may exist for this station.
 LN0359
 LN0359.The dynamic height is computed by dividing the NAVD 88
 LN0359.geopotential number by the normal gravity value computed on the
 LN0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0359.degrees latitude (g = 980.6199 gals.).
 LN0359
 LN0359.The modeled gravity was interpolated from observed gravity values.
 LN0359
 LN0359;                    North         East    Units  Estimated Accuracy
 LN0359;SPC UT N     - 1,074,660.      659,510.      MT  (+/- 180 meters Scaled)
 LN0359
 LN0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL174385(NAD 83)
 LN0359
 LN0359                          SUPERSEDED SURVEY CONTROL
 LN0359
 LN0359  NGVD 29 (??/??/92) 1832.194  (m)         6011.12   (f) ADJ UNCH    2 0
 LN0359
 LN0359.Superseded values are not recommended for survey control.
 LN0359
 LN0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0359.See file dsdata.pdf to determine how the superseded data were derived.
 LN0359
 LN0359_MARKER: DB = BENCH MARK DISK
 LN0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0359_STAMPING: D 102 1962
 LN0359_MARK LOGO: CGS
 LN0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0359+STABILITY: SURFACE MOTION
 LN0359
 LN0359  HISTORY     - Date     Condition        Report By
 LN0359  HISTORY     - 1962     MONUMENTED       CGS
 LN0359
 LN0359                          STATION DESCRIPTION
 LN0359
 LN0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0359'3.0 MI E FROM LINWOOD.
 LN0359'3.0 MILES EAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE JUNCTION
 LN0359'OF WYOMING STATE HIGHWAY 530 AT LINWOOD, 47 FEET NORTH-NORTHEAST OF
 LN0359'THE CENTER LINE OF THE ROAD, 1.9 FEET WEST OF A WITNESS POST, ABOUT 1
 LN0359'FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LN0359'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0231 ***********************************************************************
 LN0231  DESIGNATION -  D 103
 LN0231  PID         -  LN0231
 LN0231  STATE/COUNTY-  UT/DAGGETT
 LN0231  COUNTRY     -  US
 LN0231  USGS QUAD   -  CLAY BASIN (2017)
 LN0231
 LN0231                         *CURRENT SURVEY CONTROL
 LN0231  ______________________________________________________________________
 LN0231* NAD 83(1986) POSITION- 40 55 54.7    (N) 109 08 37.0    (W)   HD_HELD2
 LN0231* NAVD 88 ORTHO HEIGHT -  1992.333 (meters)     6536.51  (feet) ADJUSTED
 LN0231  ______________________________________________________________________
 LN0231  GEOID HEIGHT    -        -14.086 (meters)                     GEOID18
 LN0231  DYNAMIC HEIGHT  -       1990.594 (meters)     6530.81  (feet) COMP
 LN0231  MODELED GRAVITY -    979,679.6   (mgal)                       NAVD 88
 LN0231
 LN0231  VERT ORDER      -  SECOND    CLASS 0
 LN0231
 LN0231.The horizontal coordinates were established by autonomous hand held GPS
 LN0231.observations and have an estimated accuracy of +/- 10 meters.
 LN0231
 LN0231.The orthometric height was determined by differential leveling and
 LN0231.adjusted by the NATIONAL GEODETIC SURVEY
 LN0231.in June 1991.
 LN0231
 LN0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0231.GEOID18 height accuracy estimate available here.
 LN0231
 LN0231.Click photographs - Photos may exist for this station.
 LN0231
 LN0231.The dynamic height is computed by dividing the NAVD 88
 LN0231.geopotential number by the normal gravity value computed on the
 LN0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0231.degrees latitude (g = 980.6199 gals.).
 LN0231
 LN0231.The modeled gravity was interpolated from observed gravity values.
 LN0231
 LN0231;                    North         East    Units  Estimated Accuracy
 LN0231;SPC UT N     - 1,069,156.      698,429.      MT  (+/- 10 meters HH2 GPS)
 LN0231
 LN0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL5628932852(NAD 83)
 LN0231
 LN0231                          SUPERSEDED SURVEY CONTROL
 LN0231
 LN0231  NGVD 29 (??/??/92) 1991.118  (m)         6532.53   (f) ADJ UNCH    2 0
 LN0231
 LN0231.Superseded values are not recommended for survey control.
 LN0231
 LN0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0231.See file dsdata.pdf to determine how the superseded data were derived.
 LN0231
 LN0231_MARKER: DB = BENCH MARK DISK
 LN0231_SETTING: 80 = SET IN A BOULDER
 LN0231_STAMPING: D 103 1962
 LN0231_MARK LOGO: CGS
 LN0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0231+STABILITY: SURFACE MOTION
 LN0231
 LN0231  HISTORY     - Date     Condition        Report By
 LN0231  HISTORY     - 1962     MONUMENTED       CGS
 LN0231
 LN0231                          STATION DESCRIPTION
 LN0231
 LN0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0231'32.75 MI E FROM LINWOOD.
 LN0231'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0231'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 27.75 MILES
 LN0231'EAST ALONG CLAY BASIN ROAD, 0.1 MILE NORTHWEST OF A SMALL CABIN, IN
 LN0231'THE TOP OF A 3- BY 3-FOOT BOULDER, 66 FEET SOUTHWEST OF THE CENTER
 LN0231'LINE OF THE ROAD, 4 FEET WEST OF A WITNESS POST, ABOUT 2 FEET LOWER
 LN0231'THAN THE ROAD, AND 1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0072 ***********************************************************************
 LO0072  FBN         -  This is a Federal Base Network Control Station.
 LO0072  DESIGNATION -  D 104
 LO0072  PID         -  LO0072
 LO0072  STATE/COUNTY-  UT/DUCHESNE
 LO0072  COUNTRY     -  US
 LO0072  USGS QUAD   -  STRAWBERRY PINNACLES (2017)
 LO0072
 LO0072                         *CURRENT SURVEY CONTROL
 LO0072  ______________________________________________________________________
 LO0072* NAD 83(2011) POSITION- 40 12 31.11390(N) 110 44 42.09447(W)   ADJUSTED
 LO0072* NAD 83(2011) ELLIP HT-  2000.325 (meters)        (06/27/12)   ADJUSTED
 LO0072* NAD 83(2011) EPOCH   -  2010.00
 LO0072* NAVD 88 ORTHO HEIGHT -  2016.578 (meters)     6616.06  (feet) ADJUSTED
 LO0072  ______________________________________________________________________
 LO0072  GEOID HEIGHT    -        -16.240 (meters)                     GEOID18
 LO0072  NAD 83(2011) X  - -1,728,300.243 (meters)                     COMP
 LO0072  NAD 83(2011) Y  - -4,562,966.042 (meters)                     COMP
 LO0072  NAD 83(2011) Z  -  4,096,996.718 (meters)                     COMP
 LO0072  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC18
 LO0072  DYNAMIC HEIGHT  -       2014.534 (meters)     6609.35  (feet) COMP
 LO0072  MODELED GRAVITY -    979,540.6   (mgal)                       NAVD 88
 LO0072
 LO0072  VERT ORDER      -  SECOND    CLASS 0
 LO0072
 LO0072  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LO0072  Standards:
 LO0072         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LO0072            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LO0072  -------------------------------------------------------------------
 LO0072  NETWORK    0.40   1.00           0.17   0.16   0.51     -0.14844950
 LO0072  -------------------------------------------------------------------
 LO0072  Click here for local accuracies and other accuracy information.
 LO0072
 LO0072.The horizontal coordinates were established by GPS observations
 LO0072.and adjusted by the National Geodetic Survey in June 2012.
 LO0072
 LO0072.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LO0072.been affixed to the stable North American tectonic plate. See 
 LO0072.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LO0072
 LO0072.The horizontal coordinates are valid at the epoch date displayed above
 LO0072.which is a decimal equivalence of Year/Month/Day.
 LO0072
 LO0072.The orthometric height was determined by differential leveling and
 LO0072.adjusted by the NATIONAL GEODETIC SURVEY
 LO0072.in June 1991.
 LO0072
 LO0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0072.GEOID18 height accuracy estimate available here.
 LO0072
 LO0072.Click photographs - Photos may exist for this station.
 LO0072
 LO0072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LO0072
 LO0072.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0072
 LO0072.The ellipsoidal height was determined by GPS observations
 LO0072.and is referenced to NAD 83.
 LO0072
 LO0072.The dynamic height is computed by dividing the NAVD 88
 LO0072.geopotential number by the normal gravity value computed on the
 LO0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0072.degrees latitude (g = 980.6199 gals.).
 LO0072
 LO0072.The modeled gravity was interpolated from observed gravity values.
 LO0072
 LO0072. The following values were computed from the NAD 83(2011) position.
 LO0072
 LO0072;                    North         East     Units Scale Factor Converg.
 LO0072;SPC UT C     - 2,208,467.492   564,267.572   MT  0.99992004   +0 29 01.0
 LO0072;SPC UT C     - 7,245,613.76  1,851,267.86   sFT  0.99992004   +0 29 01.0
 LO0072;UTM  12      - 4,450,946.110   521,698.109   MT  0.99960580   +0 09 52.6
 LO0072
 LO0072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0072!SPC UT C     -   0.99968630  x   0.99992004  =   0.99960636
 LO0072!UTM  12      -   0.99968630  x   0.99960580  =   0.99929222
 LO0072
 LO0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK2169850946(NAD 83)
 LO0072
 LO0072                          SUPERSEDED SURVEY CONTROL
 LO0072
 LO0072  NAD 83(2007)-  40 12 31.11347(N)    110 44 42.09526(W) AD(2002.00) 0
 LO0072  ELLIP H (02/10/07) 2000.339  (m)                       GP(2002.00)    
 LO0072  ELLIP H (06/28/00) 2000.357  (m)                       GP(       ) 4 1
 LO0072  NAD 83(1994)-  40 12 31.11253(N)    110 44 42.09451(W) AD(       ) B
 LO0072  ELLIP H (04/21/95) 2000.402  (m)                       GP(       ) 4 1
 LO0072  NAVD 88 (01/17/03) 2016.5    (m)  UNKNOWN  model used  GPS OBS        
 LO0072  NAVD 88            2016.58   (m)         6616.1    (f) LEVELING    3  
 LO0072  NGVD 29 (??/??/92) 2015.228  (m)         6611.63   (f) ADJ UNCH    2 0
 LO0072
 LO0072.Superseded values are not recommended for survey control.
 LO0072
 LO0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0072.See file dsdata.pdf to determine how the superseded data were derived.
 LO0072
 LO0072_MARKER: DB = BENCH MARK DISK
 LO0072_SETTING: 66 = SET IN ROCK OUTCROP
 LO0072_STAMPING: D 104 1962
 LO0072_MARK LOGO: CGS
 LO0072_MAGNETIC: N = NO MAGNETIC MATERIAL
 LO0072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0072+STABILITY: POSITION/ELEVATION WELL
 LO0072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0072+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2002
 LO0072
 LO0072  HISTORY     - Date     Condition        Report By
 LO0072  HISTORY     - 1962     MONUMENTED       CGS
 LO0072  HISTORY     - 19931013 GOOD             NGS
 LO0072  HISTORY     - 19990210 GOOD             NGS
 LO0072  HISTORY     - 19991022 GOOD             NGS
 LO0072  HISTORY     - 20020411 GOOD             NGS
 LO0072  HISTORY     - 20020612 GOOD             INDIV
 LO0072
 LO0072                          STATION DESCRIPTION
 LO0072
 LO0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0072'5.65 MI E FROM FRUITLAND.
 LO0072'5.65 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LO0072'FRUITLAND, AT THE NORTHWEST END OF A LONG LOW RIDGE OF SANDSTONE
 LO0072'OUTCROP, IN THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 2 1/2 FEET
 LO0072'ABOVE THE GROUND, 75 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 155
 LO0072'1/2 FEET WEST-SOUTHWEST OF HIGHWAY MILEAGE SIGN 69, 100.6 FEET
 LO0072'WEST-SOUTHWEST OF THE CENTER OF THE SOUTH END OF A 24-INCH CORRUGATED
 LO0072'METAL PIPE CULVERT, 13.6 FEET WEST-SOUTHWEST OF A WITNESS POST, AND
 LO0072'ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY.
 LO0072
 LO0072                          STATION RECOVERY (1993)
 LO0072
 LO0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 LO0072'STATION IS LOCATED ABOUT 30 KM (18.65 MI) WEST OF DUCHESNE, 16 KM
 LO0072'(9.95 MI) SOUTH OF TABIONA, 16 KM (9.95 MI) EAST OF THE
 LO0072'DUCHESNE-WASATCH COUNTY LINE, ALONG US HIGHWAY 40, ON THE
 LO0072'RIGHT-OF-WAY, AT MILE 68.75, IN A LONG, 10 M (32.8 FT) WIDE NORTH-SIDE
 LO0072'LOW ROCK OUTCROP, IN NORTH CENTRAL SECTION 24, T 3 S, R 8 W.
 LO0072'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE
 LO0072'JUNCTION OF US HIGHWAY 40 AND STATE HIGHWAY 208 (ABOUT 29 KM (18.00
 LO0072'MI) WEST OF DUCHESNE), GO WESTERLY ON HIGHWAY 40 FOR 1.22 KM (0.75 MI)
 LO0072'TO THE STATION ON THE LEFT. STATION MARK IS A DISK SET IN A DRILL HOLE
 LO0072'IN THE APPROXIMATE MIDDLE OF THE OUTCROP.  IT IS 23.2 M (76.1 FT)
 LO0072'SOUTHWEST OF, AND SLIGHTLY LOWER THAN THE HIGHWAY CENTER, AND 4.3 M
 LO0072'(14.1 FT) WEST OF A METAL WITNESS POST. DESCRIBED BY G.R.HEID
 LO0072
 LO0072                          STATION RECOVERY (1999)
 LO0072
 LO0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 LO0072'RECOVERED AS DESCRIBED.
 LO0072
 LO0072                          STATION RECOVERY (1999)
 LO0072
 LO0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 LO0072'RECOVERED AS DESCRIBED.
 LO0072
 LO0072                          STATION RECOVERY (2002)
 LO0072
 LO0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 LO0072'RECOVERED IN GOOD CONDITION.
 LO0072
 LO0072                          STATION RECOVERY (2002)
 LO0072
 LO0072'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RL)
 LO0072'RECOVERED BY EMPLOYEE OF COMPASSCOM, INC.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0286 ***********************************************************************
 LO0286  DESIGNATION -  D 105
 LO0286  PID         -  LO0286
 LO0286  STATE/COUNTY-  UT/SUMMIT
 LO0286  COUNTRY     -  US
 LO0286  USGS QUAD   -  WOODLAND (2017)
 LO0286
 LO0286                         *CURRENT SURVEY CONTROL
 LO0286  ______________________________________________________________________
 LO0286* NAD 83(1986) POSITION- 40 36 06.     (N) 111 14 55.     (W)   SCALED
 LO0286* NAVD 88 ORTHO HEIGHT -  2049.692 (meters)     6724.70  (feet) ADJUSTED
 LO0286  ______________________________________________________________________
 LO0286  GEOID HEIGHT    -        -14.947 (meters)                     GEOID18
 LO0286  DYNAMIC HEIGHT  -       2047.736 (meters)     6718.28  (feet) COMP
 LO0286  MODELED GRAVITY -    979,597.6   (mgal)                       NAVD 88
 LO0286
 LO0286  VERT ORDER      -  SECOND    CLASS 0
 LO0286
 LO0286.The horizontal coordinates were scaled from a map and have
 LO0286.an estimated accuracy of +/- 6 seconds.
 LO0286
 LO0286.The orthometric height was determined by differential leveling and
 LO0286.adjusted by the NATIONAL GEODETIC SURVEY
 LO0286.in June 1991.
 LO0286
 LO0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0286.GEOID18 height accuracy estimate available here.
 LO0286
 LO0286.Click photographs - Photos may exist for this station.
 LO0286
 LO0286.The dynamic height is computed by dividing the NAVD 88
 LO0286.geopotential number by the normal gravity value computed on the
 LO0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0286.degrees latitude (g = 980.6199 gals.).
 LO0286
 LO0286.The modeled gravity was interpolated from observed gravity values.
 LO0286
 LO0286;                    North         East    Units  Estimated Accuracy
 LO0286;SPC UT N     - 1,029,830.      521,280.      MT  (+/- 180 meters Scaled)
 LO0286
 LO0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK789945(NAD 83)
 LO0286
 LO0286                          SUPERSEDED SURVEY CONTROL
 LO0286
 LO0286  NGVD 29 (??/??/92) 2048.405  (m)         6720.48   (f) ADJ UNCH    2 0
 LO0286
 LO0286.Superseded values are not recommended for survey control.
 LO0286
 LO0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0286.See file dsdata.pdf to determine how the superseded data were derived.
 LO0286
 LO0286_MARKER: DB = BENCH MARK DISK
 LO0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0286_STAMPING: D 105 1962
 LO0286_MARK LOGO: CGS
 LO0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0286+STABILITY: SURFACE MOTION
 LO0286
 LO0286  HISTORY     - Date     Condition        Report By
 LO0286  HISTORY     - 1962     MONUMENTED       CGS
 LO0286
 LO0286                          STATION DESCRIPTION
 LO0286
 LO0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0286'2.0 MI SE FROM FRANCIS.
 LO0286'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0286'HIGHWAY 189 AT FRANCIS, AT THE EAST-SOUTHEAST END OF A CURVE, 32 FEET
 LO0286'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.1 FEET EAST OF A
 LO0286'T JUNCTION FENCE POST, 1.4 FEET NORTH-NORTHEAST OF A FENCE, 2.1 FEET
 LO0286'EAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET
 LO0286'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0267 ***********************************************************************
 LO0267  DESIGNATION -  D 106
 LO0267  PID         -  LO0267
 LO0267  STATE/COUNTY-  UT/WASATCH
 LO0267  COUNTRY     -  US
 LO0267  USGS QUAD   -  SOAPSTONE BASIN (2017)
 LO0267
 LO0267                         *CURRENT SURVEY CONTROL
 LO0267  ______________________________________________________________________
 LO0267* NAD 83(1986) POSITION- 40 30 55.     (N) 111 03 42.     (W)   SCALED
 LO0267* NAVD 88 ORTHO HEIGHT -  2468.001 (meters)     8097.10  (feet) ADJUSTED
 LO0267  ______________________________________________________________________
 LO0267  GEOID HEIGHT    -        -14.172 (meters)                     GEOID18
 LO0267  DYNAMIC HEIGHT  -       2465.429 (meters)     8088.66  (feet) COMP
 LO0267  MODELED GRAVITY -    979,493.4   (mgal)                       NAVD 88
 LO0267
 LO0267  VERT ORDER      -  SECOND    CLASS 0
 LO0267
 LO0267.The horizontal coordinates were scaled from a map and have
 LO0267.an estimated accuracy of +/- 6 seconds.
 LO0267
 LO0267.The orthometric height was determined by differential leveling and
 LO0267.adjusted by the NATIONAL GEODETIC SURVEY
 LO0267.in June 1991.
 LO0267
 LO0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0267.GEOID18 height accuracy estimate available here.
 LO0267
 LO0267.Click photographs - Photos may exist for this station.
 LO0267
 LO0267.The dynamic height is computed by dividing the NAVD 88
 LO0267.geopotential number by the normal gravity value computed on the
 LO0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0267.degrees latitude (g = 980.6199 gals.).
 LO0267
 LO0267.The modeled gravity was interpolated from observed gravity values.
 LO0267
 LO0267;                    North         East    Units  Estimated Accuracy
 LO0267;SPC UT C     - 2,242,340.      537,150.      MT  (+/- 180 meters Scaled)
 LO0267
 LO0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK947849(NAD 83)
 LO0267
 LO0267                          SUPERSEDED SURVEY CONTROL
 LO0267
 LO0267  NGVD 29 (??/??/92) 2466.559  (m)         8092.37   (f) ADJ UNCH    2 0
 LO0267
 LO0267.Superseded values are not recommended for survey control.
 LO0267
 LO0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0267.See file dsdata.pdf to determine how the superseded data were derived.
 LO0267
 LO0267_MARKER: DB = BENCH MARK DISK
 LO0267_SETTING: 66 = SET IN ROCK OUTCROP
 LO0267_STAMPING: D 106 1962
 LO0267_MARK LOGO: CGS
 LO0267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0267+STABILITY: POSITION/ELEVATION WELL
 LO0267
 LO0267  HISTORY     - Date     Condition        Report By
 LO0267  HISTORY     - 1962     MONUMENTED       CGS
 LO0267
 LO0267                          STATION DESCRIPTION
 LO0267
 LO0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0267'16.2 MI SE FROM FRANCIS.
 LO0267'16.2 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0267'HIGHWAY 189 AT FRANCIS, SET VERTICALLY IN THE SOUTH FACE OF AN
 LO0267'OUTCROP, 16 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 180 FEET
 LO0267'EAST OF THE CENTER OF THE NORTH END OF A 24INCH PIPE CULVERT, ABOUT 2
 LO0267'1/2 FEET HIGHER THAN THE HIGHWAY, AND 1.6 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0305 ***********************************************************************
 LO0305  DESIGNATION -  D 107
 LO0305  PID         -  LO0305
 LO0305  STATE/COUNTY-  UT/SUMMIT
 LO0305  COUNTRY     -  US
 LO0305  USGS QUAD   -  WANSHIP (2017)
 LO0305
 LO0305                         *CURRENT SURVEY CONTROL
 LO0305  ______________________________________________________________________
 LO0305* NAD 83(1986) POSITION- 40 45 37.2    (N) 111 23 34.4    (W)   HD_HELD2
 LO0305* NAVD 88 ORTHO HEIGHT -  1851.877 (meters)     6075.70  (feet) ADJUSTED
 LO0305  ______________________________________________________________________
 LO0305  GEOID HEIGHT    -        -15.573 (meters)                     GEOID18
 LO0305  DYNAMIC HEIGHT  -       1850.179 (meters)     6070.13  (feet) COMP
 LO0305  MODELED GRAVITY -    979,642.5   (mgal)                       NAVD 88
 LO0305
 LO0305  VERT ORDER      -  SECOND    CLASS 0
 LO0305
 LO0305.The horizontal coordinates were established by autonomous hand held GPS
 LO0305.observations and have an estimated accuracy of +/- 10 meters.
 LO0305
 LO0305.The orthometric height was determined by differential leveling and
 LO0305.adjusted by the NATIONAL GEODETIC SURVEY
 LO0305.in June 1991.
 LO0305
 LO0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0305.GEOID18 height accuracy estimate available here.
 LO0305
 LO0305.Click photographs - Photos may exist for this station.
 LO0305
 LO0305.The dynamic height is computed by dividing the NAVD 88
 LO0305.geopotential number by the normal gravity value computed on the
 LO0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0305.degrees latitude (g = 980.6199 gals.).
 LO0305
 LO0305.The modeled gravity was interpolated from observed gravity values.
 LO0305
 LO0305;                    North         East    Units  Estimated Accuracy
 LO0305;SPC UT N     - 1,047,423.      509,044.      MT  (+/- 10 meters HH2 GPS)
 LO0305
 LO0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL6683812226(NAD 83)
 LO0305
 LO0305                          SUPERSEDED SURVEY CONTROL
 LO0305
 LO0305  NGVD 29 (??/??/92) 1850.608  (m)         6071.54   (f) ADJ UNCH    2 0
 LO0305
 LO0305.Superseded values are not recommended for survey control.
 LO0305
 LO0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0305.See file dsdata.pdf to determine how the superseded data were derived.
 LO0305
 LO0305_MARKER: DB = BENCH MARK DISK
 LO0305_SETTING: 66 = SET IN ROCK OUTCROP
 LO0305_STAMPING: D 107 1962
 LO0305_MARK LOGO: CGS
 LO0305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0305+STABILITY: POSITION/ELEVATION WELL
 LO0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LO0305+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2005
 LO0305
 LO0305  HISTORY     - Date     Condition        Report By
 LO0305  HISTORY     - 1962     MONUMENTED       CGS
 LO0305  HISTORY     - 20050908 GOOD             INDIV
 LO0305
 LO0305                          STATION DESCRIPTION
 LO0305
 LO0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0305'4.0 MI S FROM WANSHIP.
 LO0305'4.0 MILES SOUTH ALONG U.S. HIGHWAY 189 FROM THE LATTER DAY SAINTS
 LO0305'CHURCH AT WANSHIP, SET VERTICALLY IN THE NORTHEAST FACE OF A LARGE
 LO0305'OUTCROP, 33 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3
 LO0305'FEET HIGHER THAN THE HIGHWAY, AND 0.8 FOOT ABOVE THE GROUND.
 LO0305
 LO0305                          STATION RECOVERY (2005)
 LO0305
 LO0305'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RW)
 LO0305'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0017 ***********************************************************************
 JN0017  DESIGNATION -  D 11
 JN0017  PID         -  JN0017
 JN0017  STATE/COUNTY-  UT/EMERY
 JN0017  COUNTRY     -  US
 JN0017  USGS QUAD   -  GREEN RIVER (2017)
 JN0017
 JN0017                         *CURRENT SURVEY CONTROL
 JN0017  ______________________________________________________________________
 JN0017* NAD 83(1986) POSITION- 38 59 43.     (N) 110 10 03.     (W)   SCALED
 JN0017* NAVD 88 ORTHO HEIGHT -  1246.767 (meters)     4090.43  (feet) ADJUSTED
 JN0017  ______________________________________________________________________
 JN0017  GEOID HEIGHT    -        -20.122 (meters)                     GEOID18
 JN0017  DYNAMIC HEIGHT  -       1245.566 (meters)     4086.49  (feet) COMP
 JN0017  MODELED GRAVITY -    979,623.2   (mgal)                       NAVD 88
 JN0017
 JN0017  VERT ORDER      -  FIRST     CLASS II
 JN0017
 JN0017.The horizontal coordinates were scaled from a map and have
 JN0017.an estimated accuracy of +/- 6 seconds.
 JN0017
 JN0017.The orthometric height was determined by differential leveling and
 JN0017.adjusted by the NATIONAL GEODETIC SURVEY
 JN0017.in June 1991.
 JN0017
 JN0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0017.GEOID18 height accuracy estimate available here.
 JN0017
 JN0017.Click photographs - Photos may exist for this station.
 JN0017
 JN0017.The dynamic height is computed by dividing the NAVD 88
 JN0017.geopotential number by the normal gravity value computed on the
 JN0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0017.degrees latitude (g = 980.6199 gals.).
 JN0017
 JN0017.The modeled gravity was interpolated from observed gravity values.
 JN0017
 JN0017;                    North         East    Units  Estimated Accuracy
 JN0017;SPC UT C     - 2,074,350.      615,430.      MT  (+/- 180 meters Scaled)
 JN0017
 JN0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ720165(NAD 83)
 JN0017
 JN0017                          SUPERSEDED SURVEY CONTROL
 JN0017
 JN0017  NGVD 29 (??/??/92) 1245.793  (m)         4087.24   (f) ADJ UNCH    1 2
 JN0017
 JN0017.Superseded values are not recommended for survey control.
 JN0017
 JN0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0017.See file dsdata.pdf to determine how the superseded data were derived.
 JN0017
 JN0017_MARKER: DB = BENCH MARK DISK
 JN0017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JN0017_SP_SET: BUILDING
 JN0017_STAMPING: 4085-55
 JN0017_MARK LOGO: USGS
 JN0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JN0017
 JN0017  HISTORY     - Date     Condition        Report By
 JN0017  HISTORY     - 1910     MONUMENTED       USGS
 JN0017  HISTORY     - 1934     GOOD             CGS
 JN0017  HISTORY     - 20040519 MARK NOT FOUND   GEOCAC
 JN0017
 JN0017                          STATION DESCRIPTION
 JN0017
 JN0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0017'IN GREEN RIVER.
 JN0017'AT GREEN RIVER, EMERY COUNTY, IN THE SOUTH FACE OF THE OLD PULBIC
 JN0017'SCHOOL BUILDING, 5 FEET EAST OF THE MAIN ENTRANCE, AND 3 FEET ABOVE
 JN0017'THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 JN0017'4085-55 AND SET VERTICALLY.
 JN0017
 JN0017                          STATION RECOVERY (2004)
 JN0017
 JN0017'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JN0017'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0021 ***********************************************************************
 JN0021  DESIGNATION -  D 111
 JN0021  PID         -  JN0021
 JN0021  STATE/COUNTY-  UT/WAYNE
 JN0021  COUNTRY     -  US
 JN0021  USGS QUAD   -  STEAMBOAT POINT (2017)
 JN0021
 JN0021                         *CURRENT SURVEY CONTROL
 JN0021  ______________________________________________________________________
 JN0021* NAD 83(1986) POSITION- 38 21 58.2    (N) 110 48 19.5    (W)   HD_HELD2
 JN0021* NAVD 88 ORTHO HEIGHT -  1337.660 (meters)     4388.64  (feet) ADJUSTED
 JN0021  ______________________________________________________________________
 JN0021  GEOID HEIGHT    -        -20.242 (meters)                     GEOID18
 JN0021  DYNAMIC HEIGHT  -       1336.282 (meters)     4384.12  (feet) COMP
 JN0021  MODELED GRAVITY -    979,552.7   (mgal)                       NAVD 88
 JN0021
 JN0021  VERT ORDER      -  FIRST     CLASS II
 JN0021
 JN0021.The horizontal coordinates were established by autonomous hand held GPS
 JN0021.observations and have an estimated accuracy of +/- 10 meters.
 JN0021
 JN0021.The orthometric height was determined by differential leveling and
 JN0021.adjusted by the NATIONAL GEODETIC SURVEY
 JN0021.in June 1991.
 JN0021
 JN0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0021.GEOID18 height accuracy estimate available here.
 JN0021
 JN0021.Click photographs - Photos may exist for this station.
 JN0021
 JN0021.The dynamic height is computed by dividing the NAVD 88
 JN0021.geopotential number by the normal gravity value computed on the
 JN0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0021.degrees latitude (g = 980.6199 gals.).
 JN0021
 JN0021.The modeled gravity was interpolated from observed gravity values.
 JN0021
 JN0021;                    North         East    Units  Estimated Accuracy
 JN0021;SPC UT S     - 3,188,848.      560,702.      MT  (+/- 10 meters HH2 GPS)
 JN0021
 JN0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH1699846461(NAD 83)
 JN0021
 JN0021                          SUPERSEDED SURVEY CONTROL
 JN0021
 JN0021  NGVD 29 (??/??/92) 1336.608  (m)         4385.19   (f) ADJ UNCH    1 2
 JN0021
 JN0021.Superseded values are not recommended for survey control.
 JN0021
 JN0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0021.See file dsdata.pdf to determine how the superseded data were derived.
 JN0021
 JN0021_MARKER: DB = BENCH MARK DISK
 JN0021_SETTING: 66 = SET IN ROCK OUTCROP
 JN0021_STAMPING: D 111 1958
 JN0021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0021+STABILITY: POSITION/ELEVATION WELL
 JN0021
 JN0021  HISTORY     - Date     Condition        Report By
 JN0021  HISTORY     - 1958     MONUMENTED       CGS
 JN0021  HISTORY     - 20091228 GOOD             GEOCAC
 JN0021
 JN0021                          STATION DESCRIPTION
 JN0021
 JN0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0021'6.5 MI W FROM HANKSVILLE.
 JN0021'6.5 MILES WEST ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0021'HANKSVILLE, 0.7 MILE WEST OF THE T JUNCTION OF A DIRT ROAD SOUTH, AT
 JN0021'THE SOUTHEAST END OF A RIDGE, IN TOP OF A 6-BY 10-FOOT CONGLOMORATE
 JN0021'SANDSTONE OUTCROP WHICH PROJECTS 4 1/2 FEET ABOVE THE GROUND, 53 1/2
 JN0021'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 6 FEET HIGHER THAN
 JN0021'THE HIGHWAY.
 JN0021
 JN0021                          STATION RECOVERY (2009)
 JN0021
 JN0021'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JN0021'STATION IS ABOUT 275 FEET NORTH OF THE CURRENT ROAD CENTER LINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0030 ***********************************************************************
 JN0030  DESIGNATION -  D 112
 JN0030  PID         -  JN0030
 JN0030  STATE/COUNTY-  UT/WAYNE
 JN0030  COUNTRY     -  US
 JN0030  USGS QUAD   -  HANKSVILLE (2017)
 JN0030
 JN0030                         *CURRENT SURVEY CONTROL
 JN0030  ______________________________________________________________________
 JN0030* NAD 83(1986) POSITION- 38 22 04.     (N) 110 42 59.     (W)   SCALED
 JN0030* NAVD 88 ORTHO HEIGHT -  1316.711 (meters)     4319.91  (feet) ADJUSTED
 JN0030  ______________________________________________________________________
 JN0030  GEOID HEIGHT    -        -20.304 (meters)                     GEOID18
 JN0030  DYNAMIC HEIGHT  -       1315.372 (meters)     4315.52  (feet) COMP
 JN0030  MODELED GRAVITY -    979,566.5   (mgal)                       NAVD 88
 JN0030
 JN0030  VERT ORDER      -  FIRST     CLASS II
 JN0030
 JN0030.The horizontal coordinates were scaled from a map and have
 JN0030.an estimated accuracy of +/- 6 seconds.
 JN0030
 JN0030.The orthometric height was determined by differential leveling and
 JN0030.adjusted by the NATIONAL GEODETIC SURVEY
 JN0030.in June 1991.
 JN0030
 JN0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0030.GEOID18 height accuracy estimate available here.
 JN0030
 JN0030.Click photographs - Photos may exist for this station.
 JN0030
 JN0030.The dynamic height is computed by dividing the NAVD 88
 JN0030.geopotential number by the normal gravity value computed on the
 JN0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0030.degrees latitude (g = 980.6199 gals.).
 JN0030
 JN0030.The modeled gravity was interpolated from observed gravity values.
 JN0030
 JN0030;                    North         East    Units  Estimated Accuracy
 JN0030;SPC UT S     - 3,189,090.      568,480.      MT  (+/- 180 meters Scaled)
 JN0030
 JN0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH247466(NAD 83)
 JN0030
 JN0030                          SUPERSEDED SURVEY CONTROL
 JN0030
 JN0030  NGVD 29 (??/??/92) 1315.680  (m)         4316.53   (f) ADJ UNCH    1 2
 JN0030
 JN0030.Superseded values are not recommended for survey control.
 JN0030
 JN0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0030.See file dsdata.pdf to determine how the superseded data were derived.
 JN0030
 JN0030_MARKER: DB = BENCH MARK DISK
 JN0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0030_STAMPING: D 112 1958
 JN0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0030+STABILITY: SURFACE MOTION
 JN0030
 JN0030  HISTORY     - Date     Condition        Report By
 JN0030  HISTORY     - 1958     MONUMENTED       CGS
 JN0030
 JN0030                          STATION DESCRIPTION
 JN0030
 JN0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0030'IN SO HANKSVILLE AIRPORT.
 JN0030'AT SOUTH HANKSVILLE AIRPORT, 0.5 MILE SOUTH OF THE GRADE SCHOOL AT
 JN0030'HANKSVILLE, IN R11E T28S S16, 71 FEET NORTHEAST OF THE CENTER LINE OF
 JN0030'THE ENTRANCE ROAD, 27.6 FEET WEST OF THE WEST WALL OF A GARAGE
 JN0030'BUILDING, 15.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A GENERATOR
 JN0030'HOUSE, 2.4 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A
 JN0030'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0059 ***********************************************************************
 JN0059  DESIGNATION -  D 113
 JN0059  PID         -  JN0059
 JN0059  STATE/COUNTY-  UT/GARFIELD
 JN0059  COUNTRY     -  US
 JN0059  USGS QUAD   -  BAKING SKILLET KNOLL (2017)
 JN0059
 JN0059                         *CURRENT SURVEY CONTROL
 JN0059  ______________________________________________________________________
 JN0059* NAD 83(1986) POSITION- 38 07 54.     (N) 110 36 46.     (W)   SCALED
 JN0059* NAVD 88 ORTHO HEIGHT -  1541.879 (meters)     5058.65  (feet) ADJUSTED
 JN0059  ______________________________________________________________________
 JN0059  GEOID HEIGHT    -        -20.298 (meters)                     GEOID18
 JN0059  DYNAMIC HEIGHT  -       1540.237 (meters)     5053.26  (feet) COMP
 JN0059  MODELED GRAVITY -    979,510.3   (mgal)                       NAVD 88
 JN0059
 JN0059  VERT ORDER      -  FIRST     CLASS II
 JN0059
 JN0059.The horizontal coordinates were scaled from a map and have
 JN0059.an estimated accuracy of +/- 6 seconds.
 JN0059
 JN0059.The orthometric height was determined by differential leveling and
 JN0059.adjusted by the NATIONAL GEODETIC SURVEY
 JN0059.in June 1991.
 JN0059
 JN0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0059.GEOID18 height accuracy estimate available here.
 JN0059
 JN0059.Click photographs - Photos may exist for this station.
 JN0059
 JN0059.The dynamic height is computed by dividing the NAVD 88
 JN0059.geopotential number by the normal gravity value computed on the
 JN0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0059.degrees latitude (g = 980.6199 gals.).
 JN0059
 JN0059.The modeled gravity was interpolated from observed gravity values.
 JN0059
 JN0059;                    North         East    Units  Estimated Accuracy
 JN0059;SPC UT S     - 3,162,960.      577,780.      MT  (+/- 180 meters Scaled)
 JN0059
 JN0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH339204(NAD 83)
 JN0059
 JN0059                          SUPERSEDED SURVEY CONTROL
 JN0059
 JN0059  NGVD 29 (??/??/92) 1540.826  (m)         5055.19   (f) ADJ UNCH    1 2
 JN0059
 JN0059.Superseded values are not recommended for survey control.
 JN0059
 JN0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0059.See file dsdata.pdf to determine how the superseded data were derived.
 JN0059
 JN0059_MARKER: DB = BENCH MARK DISK
 JN0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0059_STAMPING: D 113 1958
 JN0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0059+STABILITY: SURFACE MOTION
 JN0059
 JN0059  HISTORY     - Date     Condition        Report By
 JN0059  HISTORY     - 1958     MONUMENTED       CGS
 JN0059
 JN0059                          STATION DESCRIPTION
 JN0059
 JN0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0059'19.05 MI SE FROM HANKSVILLE.
 JN0059'19.05 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE SCHOOL AT
 JN0059'HANKSVILLE, IN R12E T31S S8, 0.7 MILE SOUTH OF THE CROSSING OF A WASH
 JN0059'IN POISON SPRING CANYON, ON A FLAT BENCH BETWEEN TWO DEEP CANYONS, 50
 JN0059'YARDS SOUTH OF A SHARP DESCEND IN THE HIGHWAY, 50 FEET EAST-SOUTHEAST
 JN0059'OF THE CENTER LINE OF THE HIGHWAY, 3.0 FEET WEST-NORTH-WEST OF A
 JN0059'WITNESS POST, LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JN0059'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0010 ***********************************************************************
 HN0010  DESIGNATION -  D 114
 HN0010  PID         -  HN0010
 HN0010  STATE/COUNTY-  UT/GARFIELD
 HN0010  COUNTRY     -  US
 HN0010  USGS QUAD   -  HITE NORTH (2017)
 HN0010
 HN0010                         *CURRENT SURVEY CONTROL
 HN0010  ______________________________________________________________________
 HN0010* NAD 83(1986) POSITION- 37 54 56.     (N) 110 27 37.     (W)   SCALED
 HN0010* NAVD 88 ORTHO HEIGHT -  1167.034 (meters)     3828.84  (feet) ADJUSTED
 HN0010  ______________________________________________________________________
 HN0010  GEOID HEIGHT    -        -20.906 (meters)                     GEOID18
 HN0010  DYNAMIC HEIGHT  -       1165.828 (meters)     3824.89  (feet) COMP
 HN0010  MODELED GRAVITY -    979,556.6   (mgal)                       NAVD 88
 HN0010
 HN0010  VERT ORDER      -  FIRST     CLASS II
 HN0010
 HN0010.The horizontal coordinates were scaled from a map and have
 HN0010.an estimated accuracy of +/- 6 seconds.
 HN0010
 HN0010.The orthometric height was determined by differential leveling and
 HN0010.adjusted by the NATIONAL GEODETIC SURVEY
 HN0010.in June 1991.
 HN0010
 HN0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0010.GEOID18 height accuracy estimate available here.
 HN0010
 HN0010.Click photographs - Photos may exist for this station.
 HN0010
 HN0010.The dynamic height is computed by dividing the NAVD 88
 HN0010.geopotential number by the normal gravity value computed on the
 HN0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0010.degrees latitude (g = 980.6199 gals.).
 HN0010
 HN0010.The modeled gravity was interpolated from observed gravity values.
 HN0010
 HN0010;                    North         East    Units  Estimated Accuracy
 HN0010;SPC UT S     - 3,139,120.      591,420.      MT  (+/- 180 meters Scaled)
 HN0010
 HN0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG474965(NAD 83)
 HN0010
 HN0010                          SUPERSEDED SURVEY CONTROL
 HN0010
 HN0010  NGVD 29 (??/??/92) 1166.054  (m)         3825.63   (f) ADJ UNCH    1 2
 HN0010
 HN0010.Superseded values are not recommended for survey control.
 HN0010
 HN0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0010.See file dsdata.pdf to determine how the superseded data were derived.
 HN0010
 HN0010_MARKER: DB = BENCH MARK DISK
 HN0010_SETTING: 66 = SET IN ROCK OUTCROP
 HN0010_STAMPING: D 114 1958
 HN0010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0010+STABILITY: POSITION/ELEVATION WELL
 HN0010
 HN0010  HISTORY     - Date     Condition        Report By
 HN0010  HISTORY     - 1958     MONUMENTED       CGS
 HN0010  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0010  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0010
 HN0010                          STATION DESCRIPTION
 HN0010
 HN0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0010'41.5 MI SE FROM HANKSVILLE.
 HN0010'ABOUT 41.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE
 HN0010'SCHOOL AT HANKSVILLE, 0.15 MILE SOUTHEAST OF A SUCCESS CO. URANIUM
 HN0010'MINE WHICH IS AT THE MOUTH OF A CANYON LEADING WEST, 65 FEET NORTHWEST
 HN0010'OF THE CENTER OF THE CROSSING OF A SIDE WASH, IN THE TOP OF A 12 X
 HN0010'15-FOOT HARD SANDSTONE OUTCROP WHICH PROJECTS 3 FEET, 13 1/2 FEET
 HN0010'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 3 FEET HIGHER
 HN0010'THAN THE HIGHWAY.
 HN0010
 HN0010                          STATION RECOVERY (1982)
 HN0010
 HN0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0010'MARK NOT FOUND.
 HN0010
 HN0010                          STATION RECOVERY (1982)
 HN0010
 HN0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0010'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0040 ***********************************************************************
 HN0040  DESIGNATION -  D 115
 HN0040  PID         -  HN0040
 HN0040  STATE/COUNTY-  UT/SAN JUAN
 HN0040  COUNTRY     -  US
 HN0040  USGS QUAD   -  COPPER POINT (2017)
 HN0040
 HN0040                         *CURRENT SURVEY CONTROL
 HN0040  ______________________________________________________________________
 HN0040* NAD 83(1986) POSITION- 37 46 16.     (N) 110 17 13.     (W)   SCALED
 HN0040* NAVD 88 ORTHO HEIGHT -  1442.886 (meters)     4733.87  (feet) ADJUSTED
 HN0040  ______________________________________________________________________
 HN0040  GEOID HEIGHT    -        -20.847 (meters)                     GEOID18
 HN0040  DYNAMIC HEIGHT  -       1441.328 (meters)     4728.76  (feet) COMP
 HN0040  MODELED GRAVITY -    979,499.4   (mgal)                       NAVD 88
 HN0040
 HN0040  VERT ORDER      -  FIRST     CLASS II
 HN0040
 HN0040.The horizontal coordinates were scaled from a map and have
 HN0040.an estimated accuracy of +/- 6 seconds.
 HN0040
 HN0040.The orthometric height was determined by differential leveling and
 HN0040.adjusted by the NATIONAL GEODETIC SURVEY
 HN0040.in June 1991.
 HN0040
 HN0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0040.GEOID18 height accuracy estimate available here.
 HN0040
 HN0040.Click photographs - Photos may exist for this station.
 HN0040
 HN0040.The dynamic height is computed by dividing the NAVD 88
 HN0040.geopotential number by the normal gravity value computed on the
 HN0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0040.degrees latitude (g = 980.6199 gals.).
 HN0040
 HN0040.The modeled gravity was interpolated from observed gravity values.
 HN0040
 HN0040;                    North         East    Units  Estimated Accuracy
 HN0040;SPC UT S     - 3,123,270.      606,870.      MT  (+/- 180 meters Scaled)
 HN0040
 HN0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG627806(NAD 83)
 HN0040
 HN0040                          SUPERSEDED SURVEY CONTROL
 HN0040
 HN0040  NGVD 29 (??/??/92) 1441.893  (m)         4730.61   (f) ADJ UNCH    1 2
 HN0040
 HN0040.Superseded values are not recommended for survey control.
 HN0040
 HN0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0040.See file dsdata.pdf to determine how the superseded data were derived.
 HN0040
 HN0040_MARKER: DB = BENCH MARK DISK
 HN0040_SETTING: 66 = SET IN ROCK OUTCROP
 HN0040_STAMPING: D 115 1958
 HN0040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0040+STABILITY: POSITION/ELEVATION WELL
 HN0040
 HN0040  HISTORY     - Date     Condition        Report By
 HN0040  HISTORY     - 1958     MONUMENTED       CGS
 HN0040
 HN0040                          STATION DESCRIPTION
 HN0040
 HN0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0040'12.9 MI NW FROM FRY CANYON.
 HN0040'ABOUT 12.9 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0040'AT FRY CANYON, AT THE NORTH END OF A LANDING STRIP (AWIDE PLACE IN THE
 HN0040'ROAD), 93 FEET EAST-SOUTHEAST OF THE CENTER OF THE CROSSING OF A WASH,
 HN0040'IN THE TOP AND 6 FEET EAST OF THE WEST END OF A LARGE SANDSTONE
 HN0040'OUTCROP, 79 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET SOUTH
 HN0040'OF THE CENTER OF THE WASH, 2 1/2 FEET SOUTH OF A CAIRN AND ABOUT 3
 HN0040'FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0067 ***********************************************************************
 HN0067  DESIGNATION -  D 116
 HN0067  PID         -  HN0067
 HN0067  STATE/COUNTY-  UT/SAN JUAN
 HN0067  COUNTRY     -  US
 HN0067  USGS QUAD   -  MOSS BACK BUTTE (2017)
 HN0067
 HN0067                         *CURRENT SURVEY CONTROL
 HN0067  ______________________________________________________________________
 HN0067* NAD 83(1986) POSITION- 37 34 24.     (N) 110 02 07.     (W)   SCALED
 HN0067* NAVD 88 ORTHO HEIGHT -  1871.976 (meters)     6141.64  (feet) ADJUSTED
 HN0067  ______________________________________________________________________
 HN0067  GEOID HEIGHT    -        -19.935 (meters)                     GEOID18
 HN0067  DYNAMIC HEIGHT  -       1869.786 (meters)     6134.46  (feet) COMP
 HN0067  MODELED GRAVITY -    979,393.4   (mgal)                       NAVD 88
 HN0067
 HN0067  VERT ORDER      -  FIRST     CLASS II
 HN0067
 HN0067.The horizontal coordinates were scaled from a map and have
 HN0067.an estimated accuracy of +/- 6 seconds.
 HN0067
 HN0067.The orthometric height was determined by differential leveling and
 HN0067.adjusted by the NATIONAL GEODETIC SURVEY
 HN0067.in June 1991.
 HN0067
 HN0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0067.GEOID18 height accuracy estimate available here.
 HN0067
 HN0067.Click photographs - Photos may exist for this station.
 HN0067
 HN0067.The dynamic height is computed by dividing the NAVD 88
 HN0067.geopotential number by the normal gravity value computed on the
 HN0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0067.degrees latitude (g = 980.6199 gals.).
 HN0067
 HN0067.The modeled gravity was interpolated from observed gravity values.
 HN0067
 HN0067;                    North         East    Units  Estimated Accuracy
 HN0067;SPC UT S     - 3,101,640.      629,380.      MT  (+/- 180 meters Scaled)
 HN0067
 HN0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG851589(NAD 83)
 HN0067
 HN0067                          SUPERSEDED SURVEY CONTROL
 HN0067
 HN0067  NGVD 29 (??/??/92) 1870.90   (m)         6138.1    (f) COMPUTED    1 2
 HN0067
 HN0067.Superseded values are not recommended for survey control.
 HN0067
 HN0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0067.See file dsdata.pdf to determine how the superseded data were derived.
 HN0067
 HN0067_MARKER: DB = BENCH MARK DISK
 HN0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0067_STAMPING: D 116 1958
 HN0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0067+STABILITY: SURFACE MOTION
 HN0067
 HN0067  HISTORY     - Date     Condition        Report By
 HN0067  HISTORY     - 1958     MONUMENTED       CGS
 HN0067  HISTORY     - 1962     GOOD             CGS
 HN0067
 HN0067                          STATION DESCRIPTION
 HN0067
 HN0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0067'11.2 MI SE FROM FRY CANYON.
 HN0067'ABOUT 11.2 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0067'AT FRY CANYON, AT THE SUMMIT OF A HILL, 31 FEET EAST OF THE CENTER
 HN0067'LINE OF THE HIGHWAY, 3.0 FEET WEST OF A WITNESS POST, ABOUT 2 1/2 FEET
 HN0067'HIGHER THAN THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 HN0067'INCHES.
 HN0067
 HN0067                          STATION RECOVERY (1962)
 HN0067
 HN0067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HN0067'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0068 ***********************************************************************
 HN0068  DESIGNATION -  D 116 RESET
 HN0068  PID         -  HN0068
 HN0068  STATE/COUNTY-  UT/SAN JUAN
 HN0068  COUNTRY     -  US
 HN0068  USGS QUAD   -  MOSS BACK BUTTE (2017)
 HN0068
 HN0068                         *CURRENT SURVEY CONTROL
 HN0068  ______________________________________________________________________
 HN0068* NAD 83(1986) POSITION- 37 34 24.     (N) 110 02 07.     (W)   SCALED
 HN0068* NAVD 88 ORTHO HEIGHT -  1868.83  (+/-2cm)     6131.3   (feet) VERTCON3
 HN0068  ______________________________________________________________________
 HN0068  GEOID HEIGHT    -        -19.935 (meters)                     GEOID18
 HN0068  VERT ORDER      -  THIRD (See Below)
 HN0068
 HN0068.The horizontal coordinates were scaled from a map and have
 HN0068.an estimated accuracy of +/- 6 seconds.
 HN0068
 HN0068.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0068
 HN0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0068.GEOID18 height accuracy estimate available here.
 HN0068
 HN0068.The vertical order pertains to the NGVD 29 superseded value.
 HN0068
 HN0068.Click photographs - Photos may exist for this station.
 HN0068
 HN0068;                    North         East    Units  Estimated Accuracy
 HN0068;SPC UT S     - 3,101,640.      629,380.      MT  (+/- 180 meters Scaled)
 HN0068
 HN0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG851589(NAD 83)
 HN0068
 HN0068                          SUPERSEDED SURVEY CONTROL
 HN0068
 HN0068  NGVD 29 (??/??/??) 1867.75   (m)         6127.8    (f) RESET       3  
 HN0068
 HN0068.Superseded values are not recommended for survey control.
 HN0068
 HN0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0068.See file dsdata.pdf to determine how the superseded data were derived.
 HN0068
 HN0068_MARKER: DB = BENCH MARK DISK
 HN0068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HN0068_SP_SET: HIGHWAY MARKER
 HN0068_STAMPING: D 116 RESET 1970
 HN0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0068
 HN0068  HISTORY     - Date     Condition        Report By
 HN0068  HISTORY     - 1970     MONUMENTED       NGS
 HN0068  HISTORY     - 1982     GOOD             USGS
 HN0068  HISTORY     - 1982     GOOD             USGS
 HN0068
 HN0068                          STATION DESCRIPTION
 HN0068
 HN0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 HN0068'11.2 MI SE FROM FRY CANYON.
 HN0068'ABOUT 11.2 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0068'AT FRY CANYON, AT THE SUMMIT OF A HILL, 200 FEET LEFT OF THE CENTER
 HN0068'LINE OF STATE HIGHWAY 95, HIGHWAY STATION 2245+43.7 P.C., SET IN THE
 HN0068'TOP OF A CONCRETE RIGHT-OF-WAY MARKER.
 HN0068
 HN0068                          STATION RECOVERY (1982)
 HN0068
 HN0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0068'ABOUT 10.6 MILES SOUTHEAST ALONG STATE HWY. 95 FROM THE POST OFFICE
 HN0068'AT FRY CANYON, AT THE SUMMIT OF A HILL APPROX. 100 FEET SOUTH OF A
 HN0068'SMALL WASH, 200 FEET EAST OF THE CENTERLINE OF THE HWY., AND SET IN A
 HN0068'CONCRETE UNDER HIGHWAY STATION 2245 43.7 P.C.
 HN0068
 HN0068                          STATION RECOVERY (1982)
 HN0068
 HN0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0068'ABOUT 10.6 MILES SOUTHEAST ALONG STATE HWY. 95 FROM THE POST OFFICE
 HN0068'AT FRY CANYON, AT THE SUMMIT OF A HILL APPROX. 100 FEET SOUTH OF A
 HN0068'SMALL WASH, 200 FEET EAST OF THE CENTERLINE OF THE HWY., AND SET IN A
 HN0068'CONCRETE UNDER HIGHWAY STATION 2245 43.7 P.C.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0293 ***********************************************************************
 HM0293  DESIGNATION -  D 117
 HM0293  PID         -  HM0293
 HM0293  STATE/COUNTY-  UT/SAN JUAN
 HM0293  COUNTRY     -  US
 HM0293  USGS QUAD   -  HOTEL ROCK (2017)
 HM0293
 HM0293                         *CURRENT SURVEY CONTROL
 HM0293  ______________________________________________________________________
 HM0293* NAD 83(1986) POSITION- 37 32 37.     (N) 109 42 54.     (W)   SCALED
 HM0293* NAVD 88 ORTHO HEIGHT -  1806.316 (meters)     5926.22  (feet) ADJUSTED
 HM0293  ______________________________________________________________________
 HM0293  GEOID HEIGHT    -        -19.793 (meters)                     GEOID18
 HM0293  DYNAMIC HEIGHT  -       1804.235 (meters)     5919.39  (feet) COMP
 HM0293  MODELED GRAVITY -    979,413.9   (mgal)                       NAVD 88
 HM0293
 HM0293  VERT ORDER      -  FIRST     CLASS II
 HM0293
 HM0293.The horizontal coordinates were scaled from a map and have
 HM0293.an estimated accuracy of +/- 6 seconds.
 HM0293
 HM0293.The orthometric height was determined by differential leveling and
 HM0293.adjusted by the NATIONAL GEODETIC SURVEY
 HM0293.in June 1991.
 HM0293
 HM0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0293.GEOID18 height accuracy estimate available here.
 HM0293
 HM0293.Click photographs - Photos may exist for this station.
 HM0293
 HM0293.The dynamic height is computed by dividing the NAVD 88
 HM0293.geopotential number by the normal gravity value computed on the
 HM0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0293.degrees latitude (g = 980.6199 gals.).
 HM0293
 HM0293.The modeled gravity was interpolated from observed gravity values.
 HM0293
 HM0293;                    North         East    Units  Estimated Accuracy
 HM0293;SPC UT S     - 3,098,830.      657,730.      MT  (+/- 180 meters Scaled)
 HM0293
 HM0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG135559(NAD 83)
 HM0293
 HM0293                          SUPERSEDED SURVEY CONTROL
 HM0293
 HM0293  NGVD 29 (??/??/92) 1805.279  (m)         5922.82   (f) ADJ UNCH    1 2
 HM0293
 HM0293.Superseded values are not recommended for survey control.
 HM0293
 HM0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0293.See file dsdata.pdf to determine how the superseded data were derived.
 HM0293
 HM0293_MARKER: DB = BENCH MARK DISK
 HM0293_SETTING: 66 = SET IN ROCK OUTCROP
 HM0293_STAMPING: D 117 1958
 HM0293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0293+STABILITY: POSITION/ELEVATION WELL
 HM0293
 HM0293  HISTORY     - Date     Condition        Report By
 HM0293  HISTORY     - 1958     MONUMENTED       CGS
 HM0293  HISTORY     - 1959     GOOD             CGS
 HM0293  HISTORY     - 1979     GOOD             USGS
 HM0293  HISTORY     - 1979     GOOD             USGS
 HM0293
 HM0293                          STATION DESCRIPTION
 HM0293
 HM0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0293'21.65 MI SW FROM BLANDING.
 HM0293'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0293'BLANDING, THENCE 17.75 MILES WEST ALONG STATE HIGHWAY 95, 95 FEET
 HM0293'SOUTHWEST OF THE CENTER OF THE JUNCTION OF A TRACK ROAD SOUTH AND
 HM0293'SOUTHEAST, 51 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 79
 HM0293'FEET WEST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A 6 X 10-FOOT
 HM0293'SANDSTONE OUTCROP THAT PROJECTS ABOUT 1/2 FOOT, 10 FEET NORTH OF A
 HM0293'WITNESS POST AND ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY.
 HM0293
 HM0293                          STATION RECOVERY (1979)
 HM0293
 HM0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0293'4.0 MILES SOUTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0293'BLANDING, THENCE 6.35 MILES WEST ALONG STATE HIGHWAY 95 TO A ROAD
 HM0293'JCT. NORTH, THENCE 1.0 MI NORTH TO A Y-RD WEST, THENCE 10.7 MI WEST
 HM0293'ALONG DIRT ROAD (OLD 95), 95 FT SOUTHWEST OF OF THE JCT OF A TRACK
 HM0293'ROAD SOUTH, 79 FT WEST OF THE CENTER OF THE ROAD SOUTH, 51 FT SOUTH
 HM0293'OF THE CENTER OF THE MAIN ROAD, IN THE TOP OF A 6 X 10 FOOT SANDSTONE
 HM0293'OUTCROP THAT PROJECTS ABOUT 1/2 FOOT, 10 FT NORTH OF A WITNESS POST
 HM0293'AND 1 1/2 FT LOWER THAN THE ROAD,
 HM0293
 HM0293                          STATION RECOVERY (1979)
 HM0293
 HM0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0293'4.0 MILES SOUTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0293'BLANDING, THENCE 6.35 MILES WEST ALONG STATE HIGHWAY 95 TO A ROAD
 HM0293'JCT. NORTH, THENCE 1.0 MI NORTH TO A Y-RD WEST, THENCE 10.7 MI WEST
 HM0293'ALONG DIRT ROAD (OLD 95), 95 FT SOUTHWEST OF OF THE JCT OF A TRACK
 HM0293'ROAD SOUTH, 79 FT WEST OF THE CENTER OF THE ROAD SOUTH, 51 FT SOUTH
 HM0293'OF THE CENTER OF THE MAIN ROAD, IN THE TOP OF A 6 X 10 FOOT SANDSTONE
 HM0293'OUTCROP THAT PROJECTS ABOUT 1/2 FOOT, 10 FT NORTH OF A WITNESS POST
 HM0293'AND 1 1/2 FT LOWER THAN THE ROAD,
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0097 ***********************************************************************
 JN0097  DESIGNATION -  D 12 RESET
 JN0097  PID         -  JN0097
 JN0097  STATE/COUNTY-  UT/WAYNE
 JN0097  COUNTRY     -  US
 JN0097  USGS QUAD   -  STEAMBOAT POINT (2017)
 JN0097
 JN0097                         *CURRENT SURVEY CONTROL
 JN0097  ______________________________________________________________________
 JN0097* NAD 83(1986) POSITION- 38 21 43.8    (N) 110 51 51.9    (W)   HD_HELD2
 JN0097* NAVD 88 ORTHO HEIGHT -  1352.63  (+/-2cm)     4437.8   (feet) VERTCON3
 JN0097  ______________________________________________________________________
 JN0097  GEOID HEIGHT    -        -20.156 (meters)                     GEOID18
 JN0097  VERT ORDER      -  THIRD (See Below)
 JN0097
 JN0097.The horizontal coordinates were established by autonomous hand held GPS
 JN0097.observations and have an estimated accuracy of +/- 10 meters.
 JN0097
 JN0097.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0097
 JN0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0097.GEOID18 height accuracy estimate available here.
 JN0097
 JN0097.The vertical order pertains to the NGVD 29 superseded value.
 JN0097
 JN0097.Click photographs - Photos may exist for this station.
 JN0097
 JN0097;                    North         East    Units  Estimated Accuracy
 JN0097;SPC UT S     - 3,188,368.      555,549.      MT  (+/- 10 meters HH2 GPS)
 JN0097
 JN0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH1184546008(NAD 83)
 JN0097
 JN0097                          SUPERSEDED SURVEY CONTROL
 JN0097
 JN0097  NGVD 29 (??/??/??) 1351.57   (m)         4434.3    (f) RESET       3  
 JN0097
 JN0097.Superseded values are not recommended for survey control.
 JN0097
 JN0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0097.See file dsdata.pdf to determine how the superseded data were derived.
 JN0097
 JN0097_MARKER: DB = BENCH MARK DISK
 JN0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0097_STAMPING: D 12 RESET 1963
 JN0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0097+STABILITY: SURFACE MOTION
 JN0097
 JN0097  HISTORY     - Date     Condition        Report By
 JN0097  HISTORY     - 1963     MONUMENTED       CGS
 JN0097  HISTORY     - 20091228 GOOD             GEOCAC
 JN0097
 JN0097                          STATION DESCRIPTION
 JN0097
 JN0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0097'11.28 MI SW FROM HANKSVILLE.
 JN0097'10.19 MILES WEST ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0097'HANKSVILLE, 1.09 MILES SOUTHWEST OF AN ABANDONED STONE HOUSE, 50 FEET
 JN0097'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTHEAST OF A
 JN0097'RIGHT-OF-WAY MARKER AT THE BEGINNING OF A CURVE STAMPED STATION
 JN0097'190+85.47, 1.8 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 JN0097'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 JN0097
 JN0097                          STATION RECOVERY (2009)
 JN0097
 JN0097'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JN0097'POST IS NOW FLUSH AND ABOUT 3 FOOT BELOW THE REBUILT ROADWAY.  NEW ROW
 JN0097'POST IS STAMPED C/L 50  STA 190 + 58.5  ELEV 4434.76 1964.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0268 ***********************************************************************
 HO0268  DESIGNATION -  D 123
 HO0268  PID         -  HO0268
 HO0268  STATE/COUNTY-  UT/WASHINGTON
 HO0268  COUNTRY     -  US
 HO0268  USGS QUAD   -  WASHINGTON (2017)
 HO0268
 HO0268                         *CURRENT SURVEY CONTROL
 HO0268  ______________________________________________________________________
 HO0268* NAD 83(1986) POSITION- 37 12 01.80   (N) 113 34 55.08   (W)   HD_HELD1
 HO0268* NAVD 88 ORTHO HEIGHT -  1277.156 (meters)     4190.14  (feet) ADJUSTED
 HO0268  ______________________________________________________________________
 HO0268  GEOID HEIGHT    -        -24.158 (meters)                     GEOID18
 HO0268  DYNAMIC HEIGHT  -       1275.766 (meters)     4185.58  (feet) COMP
 HO0268  MODELED GRAVITY -    979,499.0   (mgal)                       NAVD 88
 HO0268
 HO0268  VERT ORDER      -  SECOND    CLASS 0
 HO0268
 HO0268.The horizontal coordinates were determined by differentially corrected
 HO0268.hand held GPS observations or other comparable positioning techniques
 HO0268.and have an estimated accuracy of +/- 3 meters.
 HO0268
 HO0268.The orthometric height was determined by differential leveling and
 HO0268.adjusted by the NATIONAL GEODETIC SURVEY
 HO0268.in June 1991.
 HO0268
 HO0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0268.GEOID18 height accuracy estimate available here.
 HO0268
 HO0268.Click photographs - Photos may exist for this station.
 HO0268
 HO0268.The dynamic height is computed by dividing the NAVD 88
 HO0268.geopotential number by the normal gravity value computed on the
 HO0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0268.degrees latitude (g = 980.6199 gals.).
 HO0268
 HO0268.The modeled gravity was interpolated from observed gravity values.
 HO0268
 HO0268;                    North         East    Units  Estimated Accuracy
 HO0268;SPC UT S     - 3,061,304.1     315,183.1     MT  (+/- 3 meters HH1 GPS) 
 HO0268
 HO0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG7085020237(NAD 83)
 HO0268
 HO0268                          SUPERSEDED SURVEY CONTROL
 HO0268
 HO0268  NGVD 29 (??/??/92) 1276.220  (m)         4187.07   (f) ADJ UNCH    2 0
 HO0268
 HO0268.Superseded values are not recommended for survey control.
 HO0268
 HO0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0268.See file dsdata.pdf to determine how the superseded data were derived.
 HO0268
 HO0268_MARKER: DB = BENCH MARK DISK
 HO0268_SETTING: 80 = SET IN A BOULDER
 HO0268_STAMPING: D 123 1934
 HO0268_MARK LOGO: CGS
 HO0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0268+STABILITY: SURFACE MOTION
 HO0268
 HO0268  HISTORY     - Date     Condition        Report By
 HO0268  HISTORY     - 1934     MONUMENTED       CGS
 HO0268
 HO0268                          STATION DESCRIPTION
 HO0268
 HO0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0268'1.7 MI NE FROM ST GEORGE.
 HO0268'1.7 MILES NORTHEAST ALONG U. S. HIGHWAY 91 FROM THE COURTHOUSE AT ST.
 HO0268'GEORGE, WASHINGTON COUNTY, THENCE 6.6 MILES NORTH ALONG THE 1934 ROUTE
 HO0268'OF STATE HIGHWAY 18.  0.1 MILE SOUTH OF THE POINT WHERE A TELEPHONE
 HO0268'LINE CROSSES THE ROAD, 60 FEET SOUTH OF THE RIM OF A CANYON, 33 FEET
 HO0268'EAST OF THE CENTERLINE OF THE OLD HIGHWAY, 7 FEET SOUTHEAST OF A ROCK
 HO0268'CAIRN, AND IN THE TOP OF A LARGE LAVA BOULDER.  A STANDARD DISK,
 HO0268'STAMPED D 123 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0435 ***********************************************************************
 MR0435  DESIGNATION -  D 125
 MR0435  PID         -  MR0435
 MR0435  STATE/COUNTY-  UT/BOX ELDER
 MR0435  COUNTRY     -  US
 MR0435  USGS QUAD   -  MOUNT PISGAH (2017)
 MR0435
 MR0435                         *CURRENT SURVEY CONTROL
 MR0435  ______________________________________________________________________
 MR0435* NAD 83(1986) POSITION- 41 31 52.     (N) 111 57 02.     (W)   SCALED
 MR0435* NAVD 88 ORTHO HEIGHT -  1684.424 (meters)     5526.31  (feet) ADJUSTED
 MR0435  ______________________________________________________________________
 MR0435  GEOID HEIGHT    -        -15.697 (meters)                     GEOID18
 MR0435  DYNAMIC HEIGHT  -       1683.133 (meters)     5522.08  (feet) COMP
 MR0435  MODELED GRAVITY -    979,796.8   (mgal)                       NAVD 88
 MR0435
 MR0435  VERT ORDER      -  SECOND    CLASS 0
 MR0435
 MR0435.The horizontal coordinates were scaled from a map and have
 MR0435.an estimated accuracy of +/- 6 seconds.
 MR0435
 MR0435.The orthometric height was determined by differential leveling and
 MR0435.adjusted by the NATIONAL GEODETIC SURVEY
 MR0435.in June 1991.
 MR0435
 MR0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0435.GEOID18 height accuracy estimate available here.
 MR0435
 MR0435.Click photographs - Photos may exist for this station.
 MR0435
 MR0435.The dynamic height is computed by dividing the NAVD 88
 MR0435.geopotential number by the normal gravity value computed on the
 MR0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0435.degrees latitude (g = 980.6199 gals.).
 MR0435
 MR0435.The modeled gravity was interpolated from observed gravity values.
 MR0435
 MR0435;                    North         East    Units  Estimated Accuracy
 MR0435;SPC UT N     - 1,133,110.      462,400.      MT  (+/- 180 meters Scaled)
 MR0435
 MR0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL207981(NAD 83)
 MR0435
 MR0435                          SUPERSEDED SURVEY CONTROL
 MR0435
 MR0435  NGVD 29 (??/??/92) 1683.356  (m)         5522.81   (f) ADJ UNCH    2 0
 MR0435
 MR0435.Superseded values are not recommended for survey control.
 MR0435
 MR0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0435.See file dsdata.pdf to determine how the superseded data were derived.
 MR0435
 MR0435_MARKER: DB = BENCH MARK DISK
 MR0435_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MR0435_SP_SET: CULVERT
 MR0435_STAMPING: D 125 1934
 MR0435_MARK LOGO: CGS
 MR0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0435+STABILITY: SURFACE MOTION
 MR0435
 MR0435  HISTORY     - Date     Condition        Report By
 MR0435  HISTORY     - 1934     MONUMENTED       CGS
 MR0435  HISTORY     - 1954     MARK NOT FOUND   USGS
 MR0435
 MR0435                          STATION DESCRIPTION
 MR0435
 MR0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0435'2.2 MI N FROM MANTUA.
 MR0435'ABOUT 2.2 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT MANTUA,
 MR0435'BOX ELDER COUNTY, AT THE OUTSIDE OF A HORSESHOE TURN, 27 FEET WEST OF
 MR0435'THE CENTER LINE OF A DIRT ROAD LEADING NORTH, IN THE TOP OF THE NORTH
 MR0435'END OF A HIGHWAY CULVERT, 25 FEET EAST OF THE EAST END OF A GUARD
 MR0435'RAIL, AND 18 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 MR0435'DISK, STAMPED D 125 1934.  NOTE-- THE HIGHWAY HAS BEEN COMPLETELY
 MR0435'CHANGED SO IT IS HARD TO TELL EXACTLY WHERE THE BM WAS, BUT THE
 MR0435'CULVERT WHICH I THOUGHT THE BM SHOULD BE ON HAS BEEN DESTROYED.
 MR0435
 MR0435                          STATION RECOVERY (1954)
 MR0435
 MR0435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 MR0435'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0469 ***********************************************************************
 MR0469  DESIGNATION -  D 126
 MR0469  PID         -  MR0469
 MR0469  STATE/COUNTY-  UT/CACHE
 MR0469  COUNTRY     -  US
 MR0469  USGS QUAD   -  TONY GROVE CREEK (2017)
 MR0469
 MR0469                         *CURRENT SURVEY CONTROL
 MR0469  ______________________________________________________________________
 MR0469* NAD 83(1986) POSITION- 41 57 06.     (N) 111 32 40.     (W)   SCALED
 MR0469* NAVD 88 ORTHO HEIGHT -  2071.707 (meters)     6796.93  (feet) ADJUSTED
 MR0469  ______________________________________________________________________
 MR0469  GEOID HEIGHT    -        -14.008 (meters)                     GEOID18
 MR0469  DYNAMIC HEIGHT  -       2069.906 (meters)     6791.02  (feet) COMP
 MR0469  MODELED GRAVITY -    979,679.5   (mgal)                       NAVD 88
 MR0469
 MR0469  VERT ORDER      -  SECOND    CLASS 0
 MR0469
 MR0469.The horizontal coordinates were scaled from a map and have
 MR0469.an estimated accuracy of +/- 6 seconds.
 MR0469
 MR0469.The orthometric height was determined by differential leveling and
 MR0469.adjusted by the NATIONAL GEODETIC SURVEY
 MR0469.in June 1991.
 MR0469
 MR0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0469.GEOID18 height accuracy estimate available here.
 MR0469
 MR0469.Click photographs - Photos may exist for this station.
 MR0469
 MR0469.The dynamic height is computed by dividing the NAVD 88
 MR0469.geopotential number by the normal gravity value computed on the
 MR0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0469.degrees latitude (g = 980.6199 gals.).
 MR0469
 MR0469.The modeled gravity was interpolated from observed gravity values.
 MR0469
 MR0469;                    North         East    Units  Estimated Accuracy
 MR0469;SPC UT N     - 1,179,730.      496,320.      MT  (+/- 180 meters Scaled)
 MR0469
 MR0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM548445(NAD 83)
 MR0469
 MR0469                          SUPERSEDED SURVEY CONTROL
 MR0469
 MR0469  NGVD 29 (??/??/92) 2070.338  (m)         6792.43   (f) ADJ UNCH    2 0
 MR0469
 MR0469.Superseded values are not recommended for survey control.
 MR0469
 MR0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0469.See file dsdata.pdf to determine how the superseded data were derived.
 MR0469
 MR0469_MARKER: DB = BENCH MARK DISK
 MR0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0469_STAMPING: D 126 1934
 MR0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0469+STABILITY: SURFACE MOTION
 MR0469
 MR0469  HISTORY     - Date     Condition        Report By
 MR0469  HISTORY     - 1934     MONUMENTED       CGS
 MR0469  HISTORY     - 1969     MARK NOT FOUND   USGS
 MR0469
 MR0469                          STATION DESCRIPTION
 MR0469
 MR0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0469'26.9 MI NE FROM LOGAN.
 MR0469'ABOUT 26.9 MILES NORTHEAST ALONG U.S. HIGHWAY 89 FROM THE JUNIOR HIGH
 MR0469'SCHOOL AT LOGAN, CACHE COUNTY, ABOUT 0.8 MILE SOUTH OF A WOODEN
 MR0469'BRIDGE, 40 FEET SOUTH OF A 2.5-FOOT PINE STUMP ABOUT 10 FEET HIGH, 36
 MR0469'FEET SOUTHEAST OF A HIGHWAY SIGNPOST READING U 2, 27 FEET NORTHWEST OF
 MR0469'A 4-FOOT PINE TREE SURROUNDED BY A CIRCLE OF SMALL PINE TREES, AND 38
 MR0469'FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 MR0469'D 126 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MR0469
 MR0469                          STATION RECOVERY (1969)
 MR0469
 MR0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MR0469'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0333 ***********************************************************************
 HN0333  DESIGNATION -  D 13
 HN0333  PID         -  HN0333
 HN0333  STATE/COUNTY-  UT/KANE
 HN0333  COUNTRY     -  US
 HN0333  USGS QUAD   -  HALL MESA (2017)
 HN0333
 HN0333                         *CURRENT SURVEY CONTROL
 HN0333  ______________________________________________________________________
 HN0333* NAD 83(1986) POSITION- 37 32 11.     (N) 110 50 58.     (W)   SCALED
 HN0333* NAVD 88 ORTHO HEIGHT -  1134.479 (meters)     3722.04  (feet) ADJUSTED
 HN0333  ______________________________________________________________________
 HN0333  GEOID HEIGHT    -        -22.180 (meters)                     GEOID18
 HN0333  DYNAMIC HEIGHT  -       1133.174 (meters)     3717.76  (feet) COMP
 HN0333  MODELED GRAVITY -    979,444.2   (mgal)                       NAVD 88
 HN0333
 HN0333  VERT ORDER      -  FIRST     CLASS II
 HN0333
 HN0333.The horizontal coordinates were scaled from a map and have
 HN0333.an estimated accuracy of +/- 6 seconds.
 HN0333
 HN0333.The orthometric height was determined by differential leveling and
 HN0333.adjusted by the NATIONAL GEODETIC SURVEY
 HN0333.in June 1991.
 HN0333
 HN0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0333.GEOID18 height accuracy estimate available here.
 HN0333
 HN0333.Click photographs - Photos may exist for this station.
 HN0333
 HN0333.The dynamic height is computed by dividing the NAVD 88
 HN0333.geopotential number by the normal gravity value computed on the
 HN0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0333.degrees latitude (g = 980.6199 gals.).
 HN0333
 HN0333.The modeled gravity was interpolated from observed gravity values.
 HN0333
 HN0333;                    North         East    Units  Estimated Accuracy
 HN0333;SPC UT S     - 3,096,720.      557,500.      MT  (+/- 180 meters Scaled)
 HN0333
 HN0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG133543(NAD 83)
 HN0333
 HN0333                          SUPERSEDED SURVEY CONTROL
 HN0333
 HN0333  NGVD 29 (??/??/92) 1133.392  (m)         3718.47   (f) ADJ UNCH    1 2
 HN0333
 HN0333.Superseded values are not recommended for survey control.
 HN0333
 HN0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0333.See file dsdata.pdf to determine how the superseded data were derived.
 HN0333
 HN0333_MARKER: DB = BENCH MARK DISK
 HN0333_SETTING: 66 = SET IN ROCK OUTCROP
 HN0333_STAMPING: D 13 1921
 HN0333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0333+STABILITY: POSITION/ELEVATION WELL
 HN0333
 HN0333  HISTORY     - Date     Condition        Report By
 HN0333  HISTORY     - 1921     MONUMENTED       CGS
 HN0333  HISTORY     - 1962     GOOD             CGS
 HN0333
 HN0333                          STATION DESCRIPTION
 HN0333
 HN0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0333'7.0 MI SE FROM HALL DIVIDE.
 HN0333'ABOUT 7.0 MILES SOUTHEAST ALONG HALL CREEK FROM THE TOP OF HALL
 HN0333'DIVIDE, ON THE SOUTHWEST FACE OF A LARGE SANDSTONE FORMATION, ACROSS
 HN0333'HALL CREEK FROM A 4X4-INCH WHITE WOODEN REFERENCE POST, ABOUT 125 FEET
 HN0333'NORTHEAST OF A METAL WITNESS POST, 60 FEET NORTHEAST OF THE CENTER OF
 HN0333'THE CREEK, ABOUT 15 FEET ABOVE THE LEVEL OF THE CREEK BOTTOM, AND SET
 HN0333'IN THE BOTTOM OF A 2 FOOT BY 3 FOOT POCKET OF THE FACE OF THE
 HN0333'SANDSTONE FORMATION AND ABOUT 7 1/2 FEET ABOVE THE LEVEL OF THE
 HN0333'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0133 ***********************************************************************
 KN0133  DESIGNATION -  D 131
 KN0133  PID         -  KN0133
 KN0133  STATE/COUNTY-  UT/CARBON
 KN0133  COUNTRY     -  US
 KN0133  USGS QUAD   -  PINNACLE PEAK (2017)
 KN0133
 KN0133                         *CURRENT SURVEY CONTROL
 KN0133  ______________________________________________________________________
 KN0133* NAD 83(1986) POSITION- 39 35 19.     (N) 110 56 27.     (W)   SCALED
 KN0133* NAVD 88 ORTHO HEIGHT -  1924.391 (meters)     6313.61  (feet) ADJUSTED
 KN0133  ______________________________________________________________________
 KN0133  GEOID HEIGHT    -        -16.446 (meters)                     GEOID18
 KN0133  DYNAMIC HEIGHT  -       1922.461 (meters)     6307.27  (feet) COMP
 KN0133  MODELED GRAVITY -    979,554.5   (mgal)                       NAVD 88
 KN0133
 KN0133  VERT ORDER      -  SECOND    CLASS 0
 KN0133
 KN0133.The horizontal coordinates were scaled from a map and have
 KN0133.an estimated accuracy of +/- 6 seconds.
 KN0133
 KN0133.The orthometric height was determined by differential leveling and
 KN0133.adjusted by the NATIONAL GEODETIC SURVEY
 KN0133.in June 1991.
 KN0133
 KN0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0133.GEOID18 height accuracy estimate available here.
 KN0133
 KN0133.Click photographs - Photos may exist for this station.
 KN0133
 KN0133.The dynamic height is computed by dividing the NAVD 88
 KN0133.geopotential number by the normal gravity value computed on the
 KN0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0133.degrees latitude (g = 980.6199 gals.).
 KN0133
 KN0133.The modeled gravity was interpolated from observed gravity values.
 KN0133
 KN0133;                    North         East    Units  Estimated Accuracy
 KN0133;SPC UT C     - 2,139,510.      548,030.      MT  (+/- 180 meters Scaled)
 KN0133
 KN0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ050821(NAD 83)
 KN0133
 KN0133                          SUPERSEDED SURVEY CONTROL
 KN0133
 KN0133  NGVD 29 (??/??/92) 1923.274  (m)         6309.94   (f) ADJ UNCH    2 0
 KN0133
 KN0133.Superseded values are not recommended for survey control.
 KN0133
 KN0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0133.See file dsdata.pdf to determine how the superseded data were derived.
 KN0133
 KN0133_MARKER: DB = BENCH MARK DISK
 KN0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0133_STAMPING: D 131 1935
 KN0133_MARK LOGO: CGS
 KN0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0133+STABILITY: SURFACE MOTION
 KN0133
 KN0133  HISTORY     - Date     Condition        Report By
 KN0133  HISTORY     - 1935     MONUMENTED       CGS
 KN0133  HISTORY     - 1972     GOOD             USGS
 KN0133
 KN0133                          STATION DESCRIPTION
 KN0133
 KN0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0133'8.4 MI W FROM PRICE.
 KN0133'ABOUT 8.4 MILES WEST ALONG A ROAD FROM PRICE, CARBON COUNTY, ABOUT 0.8
 KN0133'MILE WEST OF THE TOP OF A MESA, ABOUT 0.2 MILE WEST OF A
 KN0133'POWER-TRANSMISSION LINE, AND 31 FEET SOUTH OF THE CENTER LINE OF THE
 KN0133'ROAD.  A STANDARD DISK, STAMPED D 131 1935 AND SET IN THE TOP OF A
 KN0133'CONCRETE POST.
 KN0133
 KN0133                          STATION RECOVERY (1972)
 KN0133
 KN0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KN0133'PRICE, 1.35 MI. NW ALONG U.S. HWY. 6 AND 50, THENCE 7.2 MI. WEST
 KN0133'ALONG GORDON CREEK AND PINNACLE CANYON ROADS, 0.2 MI. WEST OF A POWER
 KN0133'TRANSMISSION LINE, 60 FT. SOUTH CENTERLINE OF ROAD, IN CONCRETE POST
 KN0133'PROJECTING ABOUT 1 FT., STANDARD DISK, STAMPED D 131, 1935.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0288 ***********************************************************************
 MR0288  DESIGNATION -  D 132
 MR0288  PID         -  MR0288
 MR0288  STATE/COUNTY-  UT/SUMMIT
 MR0288  COUNTRY     -  US
 MR0288  USGS QUAD   -  MURPHY RIDGE (2017)
 MR0288
 MR0288                         *CURRENT SURVEY CONTROL
 MR0288  ______________________________________________________________________
 MR0288* NAD 83(1986) POSITION- 41 15 03.     (N) 111 03 08.     (W)   SCALED
 MR0288* NAVD 88 ORTHO HEIGHT -  2054.198 (meters)     6739.48  (feet) ADJUSTED
 MR0288  ______________________________________________________________________
 MR0288  GEOID HEIGHT    -        -15.274 (meters)                     GEOID18
 MR0288  DYNAMIC HEIGHT  -       2052.311 (meters)     6733.29  (feet) COMP
 MR0288  MODELED GRAVITY -    979,632.1   (mgal)                       NAVD 88
 MR0288
 MR0288  VERT ORDER      -  FIRST     CLASS II
 MR0288
 MR0288.The horizontal coordinates were scaled from a map and have
 MR0288.an estimated accuracy of +/- 6 seconds.
 MR0288
 MR0288.The orthometric height was determined by differential leveling and
 MR0288.adjusted by the NATIONAL GEODETIC SURVEY
 MR0288.in June 1991.
 MR0288
 MR0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0288.GEOID18 height accuracy estimate available here.
 MR0288
 MR0288.Click photographs - Photos may exist for this station.
 MR0288
 MR0288.The dynamic height is computed by dividing the NAVD 88
 MR0288.geopotential number by the normal gravity value computed on the
 MR0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0288.degrees latitude (g = 980.6199 gals.).
 MR0288
 MR0288.The modeled gravity was interpolated from observed gravity values.
 MR0288
 MR0288;                    North         East    Units  Estimated Accuracy
 MR0288;SPC UT N     - 1,101,990.      537,530.      MT  (+/- 180 meters Scaled)
 MR0288
 MR0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL956666(NAD 83)
 MR0288
 MR0288                          SUPERSEDED SURVEY CONTROL
 MR0288
 MR0288  NGVD 29 (??/??/92) 2052.790  (m)         6734.86   (f) SUPERSEDED  1 2
 MR0288  NGVD 29 (06/08/92) 2052.905  (m)         6735.24   (f) ADJUSTED    1 2
 MR0288
 MR0288.Superseded values are not recommended for survey control.
 MR0288
 MR0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0288.See file dsdata.pdf to determine how the superseded data were derived.
 MR0288
 MR0288_MARKER: DB = BENCH MARK DISK
 MR0288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0288_SP_SET: ABUTMENT
 MR0288_STAMPING: D 132 1958
 MR0288_MARK LOGO: CGS
 MR0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0288
 MR0288  HISTORY     - Date     Condition        Report By
 MR0288  HISTORY     - 1958     MONUMENTED       CGS
 MR0288  HISTORY     - 1983     GOOD             NGS
 MR0288
 MR0288                          STATION DESCRIPTION
 MR0288
 MR0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0288'4.4 MI NE FROM WAHSATCH.
 MR0288'ABOUT 4.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0288'STATION AT WAHSATCH, OR ABOUT 5.90 MILES SOUTHWEST ALONG THE UNION
 MR0288'PACIFIC RAILROAD FROM THE STATION AT EVANSTON, ABOUT 0.1 MILE WEST OF
 MR0288'MILEPOST 923, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 MR0288'ABUTMENT OF BRIDGE 923.11, ABOUT 0.3 MILE WEST OF THE WYOMING AND UTAH
 MR0288'STATE LINE, 7 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 2 FEET BELOW THE
 MR0288'LEVEL OF THE TRACKS.
 MR0288
 MR0288                          STATION RECOVERY (1983)
 MR0288
 MR0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0288'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0316 ***********************************************************************
 MR0316  DESIGNATION -  D 134
 MR0316  PID         -  MR0316
 MR0316  STATE/COUNTY-  UT/SUMMIT
 MR0316  COUNTRY     -  US
 MR0316  USGS QUAD   -  HEINERS CREEK (2017)
 MR0316
 MR0316                         *CURRENT SURVEY CONTROL
 MR0316  ______________________________________________________________________
 MR0316* NAD 83(1986) POSITION- 41 02 40.0    (N) 111 18 57.8    (W)   HD_HELD2
 MR0316* NAVD 88 ORTHO HEIGHT -  1799.265 (meters)     5903.09  (feet) ADJUSTED
 MR0316  ______________________________________________________________________
 MR0316  GEOID HEIGHT    -        -15.738 (meters)                     GEOID18
 MR0316  DYNAMIC HEIGHT  -       1797.635 (meters)     5897.74  (feet) COMP
 MR0316  MODELED GRAVITY -    979,655.6   (mgal)                       NAVD 88
 MR0316
 MR0316  VERT ORDER      -  FIRST     CLASS II
 MR0316
 MR0316.The horizontal coordinates were established by autonomous hand held GPS
 MR0316.observations and have an estimated accuracy of +/- 10 meters.
 MR0316
 MR0316.The orthometric height was determined by differential leveling and
 MR0316.adjusted by the NATIONAL GEODETIC SURVEY
 MR0316.in June 1991.
 MR0316
 MR0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0316.GEOID18 height accuracy estimate available here.
 MR0316
 MR0316.Click photographs - Photos may exist for this station.
 MR0316
 MR0316.The dynamic height is computed by dividing the NAVD 88
 MR0316.geopotential number by the normal gravity value computed on the
 MR0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0316.degrees latitude (g = 980.6199 gals.).
 MR0316
 MR0316.The modeled gravity was interpolated from observed gravity values.
 MR0316
 MR0316;                    North         East    Units  Estimated Accuracy
 MR0316;SPC UT N     - 1,078,985.      515,465.      MT  (+/- 10 meters HH2 GPS)
 MR0316
 MR0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL7343743738(NAD 83)
 MR0316
 MR0316                          SUPERSEDED SURVEY CONTROL
 MR0316
 MR0316  NGVD 29 (??/??/92) 1797.931  (m)         5898.71   (f) SUPERSEDED  1 2
 MR0316  NGVD 29 (06/08/92) 1798.027  (m)         5899.03   (f) ADJUSTED    1 2
 MR0316
 MR0316.Superseded values are not recommended for survey control.
 MR0316
 MR0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0316.See file dsdata.pdf to determine how the superseded data were derived.
 MR0316
 MR0316_MARKER: DB = BENCH MARK DISK
 MR0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0316_STAMPING: D 134 1958
 MR0316_MARK LOGO: CGS
 MR0316_PROJECTION: PROJECTING 15 CENTIMETERS
 MR0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0316+STABILITY: SURFACE MOTION
 MR0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0316+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2020
 MR0316
 MR0316  HISTORY     - Date     Condition        Report By
 MR0316  HISTORY     - 1958     MONUMENTED       CGS
 MR0316  HISTORY     - 1983     GOOD             NGS
 MR0316  HISTORY     - 20200915 GOOD             DEWDAV
 MR0316
 MR0316                          STATION DESCRIPTION
 MR0316
 MR0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0316'8.75 MI NE FROM ECHO.
 MR0316'ABOUT 8.75 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0316'STATION AT ECHO, 2 TELEPHONE POLES NORTHEAST OF MILE POST 944, WEST
 MR0316'AND ACROSS THE TRACK FROM A LARGE BARN, 91 FEET NORTHWEST OF THE NEAR
 MR0316'RAIL, 95 FEET SOUTHEAST OF THE CENTER LINE OF U. S. HIGHWAY 30S, 4
 MR0316'FEET NORTHWEST OF A FENCE, 2 FEET SOUTHWEST OF A CONCRETE WITNESS
 MR0316'POST, ABOUT 6 FEET ABOVE THE TRACK, AND IN THE TOP OF A CONCRETE POST
 MR0316'PROJECTING 6 INCHES.
 MR0316
 MR0316                          STATION RECOVERY (1983)
 MR0316
 MR0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0316'RECOVERED IN GOOD CONDITION.
 MR0316
 MR0316                          STATION RECOVERY (2020)
 MR0316
 MR0316'RECOVERY NOTE BY DEWBERRY DAVIS 2020 (DEI)
 MR0316'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0211 ***********************************************************************
 LO0211  DESIGNATION -  D 136
 LO0211  PID         -  LO0211
 LO0211  STATE/COUNTY-  UT/SUMMIT
 LO0211  COUNTRY     -  US
 LO0211  USGS QUAD   -  COALVILLE (2017)
 LO0211
 LO0211                         *CURRENT SURVEY CONTROL
 LO0211  ______________________________________________________________________
 LO0211* NAD 83(1986) POSITION- 40 58 56.     (N) 111 25 16.     (W)   SCALED
 LO0211* NAVD 88 ORTHO HEIGHT -  1707.792 (meters)     5602.98  (feet) ADJUSTED
 LO0211  ______________________________________________________________________
 LO0211  GEOID HEIGHT    -        -15.951 (meters)                     GEOID18
 LO0211  DYNAMIC HEIGHT  -       1706.288 (meters)     5598.05  (feet) COMP
 LO0211  MODELED GRAVITY -    979,683.7   (mgal)                       NAVD 88
 LO0211
 LO0211  VERT ORDER      -  FIRST     CLASS II
 LO0211
 LO0211.The horizontal coordinates were scaled from a map and have
 LO0211.an estimated accuracy of +/- 6 seconds.
 LO0211
 LO0211.The orthometric height was determined by differential leveling and
 LO0211.adjusted by the NATIONAL GEODETIC SURVEY
 LO0211.in June 1991.
 LO0211
 LO0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0211.GEOID18 height accuracy estimate available here.
 LO0211
 LO0211.Click photographs - Photos may exist for this station.
 LO0211
 LO0211.The dynamic height is computed by dividing the NAVD 88
 LO0211.geopotential number by the normal gravity value computed on the
 LO0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0211.degrees latitude (g = 980.6199 gals.).
 LO0211
 LO0211.The modeled gravity was interpolated from observed gravity values.
 LO0211
 LO0211;                    North         East    Units  Estimated Accuracy
 LO0211;SPC UT N     - 1,072,060.      506,640.      MT  (+/- 180 meters Scaled)
 LO0211
 LO0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL645368(NAD 83)
 LO0211
 LO0211                          SUPERSEDED SURVEY CONTROL
 LO0211
 LO0211  NGVD 29 (??/??/92) 1706.504  (m)         5598.76   (f) ADJ UNCH    1 2
 LO0211
 LO0211.Superseded values are not recommended for survey control.
 LO0211
 LO0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0211.See file dsdata.pdf to determine how the superseded data were derived.
 LO0211
 LO0211_MARKER: DB = BENCH MARK DISK
 LO0211_SETTING: 66 = SET IN ROCK OUTCROP
 LO0211_STAMPING: D 136 1958
 LO0211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0211+STABILITY: POSITION/ELEVATION WELL
 LO0211
 LO0211  HISTORY     - Date     Condition        Report By
 LO0211  HISTORY     - 1958     MONUMENTED       CGS
 LO0211  HISTORY     - 1983     MARK NOT FOUND   NGS
 LO0211
 LO0211                          STATION DESCRIPTION
 LO0211
 LO0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LO0211'1.6 MI NE FROM ECHO.
 LO0211'ABOUT 1.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LO0211'STATION AT ECHO, IN THE TOP OF THE NORTHEAST END OF A LARGE SANDSTONE
 LO0211'OUTCROP AT THE BASE OF A RED ROCK BLUFF, 249 FEET NORTHWEST OF THE
 LO0211'NEAR RAIL, 138 FEET NORTHWEST OF THE CENTER LINE OF U. S. HIGHWAY 30S,
 LO0211'27 1/2 FEET SOUTHWEST OF A POWER POLE AND IN LINE WITH THE POWER
 LO0211'POLES, ABOUT 50 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LO0211
 LO0211                          STATION RECOVERY (1983)
 LO0211
 LO0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LO0211'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0077 ***********************************************************************
 HO0077  DESIGNATION -  D 137
 HO0077  PID         -  HO0077
 HO0077  STATE/COUNTY-  UT/KANE
 HO0077  COUNTRY     -  US
 HO0077  USGS QUAD   -  THOMPSON POINT (2017)
 HO0077
 HO0077                         *CURRENT SURVEY CONTROL
 HO0077  ______________________________________________________________________
 HO0077* NAD 83(1986) POSITION- 37 01 41.3    (N) 112 29 14.9    (W)   HD_HELD2
 HO0077* NAVD 88 ORTHO HEIGHT -  1545.018 (meters)     5068.95  (feet) ADJUSTED
 HO0077  ______________________________________________________________________
 HO0077  GEOID HEIGHT    -        -22.094 (meters)                     GEOID18
 HO0077  DYNAMIC HEIGHT  -       1543.250 (meters)     5063.15  (feet) COMP
 HO0077  MODELED GRAVITY -    979,431.8   (mgal)                       NAVD 88
 HO0077
 HO0077  VERT ORDER      -  FIRST     CLASS II
 HO0077
 HO0077.The horizontal coordinates were established by autonomous hand held GPS
 HO0077.observations and have an estimated accuracy of +/- 10 meters.
 HO0077
 HO0077.The orthometric height was determined by differential leveling and
 HO0077.adjusted by the NATIONAL GEODETIC SURVEY
 HO0077.in June 1991.
 HO0077
 HO0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0077.GEOID18 height accuracy estimate available here.
 HO0077
 HO0077.Click photographs - Photos may exist for this station.
 HO0077
 HO0077.The dynamic height is computed by dividing the NAVD 88
 HO0077.geopotential number by the normal gravity value computed on the
 HO0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0077.degrees latitude (g = 980.6199 gals.).
 HO0077
 HO0077.The modeled gravity was interpolated from observed gravity values.
 HO0077
 HO0077;                    North         East    Units  Estimated Accuracy
 HO0077;SPC UT S     - 3,040,582.      412,134.      MT  (+/- 10 meters HH2 GPS)
 HO0077
 HO0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6769599028(NAD 83)
 HO0077
 HO0077                          SUPERSEDED SURVEY CONTROL
 HO0077
 HO0077  NGVD 29 (??/??/92) 1544.044  (m)         5065.75   (f) ADJ UNCH    1 2
 HO0077
 HO0077.Superseded values are not recommended for survey control.
 HO0077
 HO0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0077.See file dsdata.pdf to determine how the superseded data were derived.
 HO0077
 HO0077_MARKER: DB = BENCH MARK DISK
 HO0077_SETTING: 80 = SET IN A BOULDER
 HO0077_STAMPING: D 137 1962
 HO0077_MARK LOGO: CGS
 HO0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0077+STABILITY: SURFACE MOTION
 HO0077
 HO0077  HISTORY     - Date     Condition        Report By
 HO0077  HISTORY     - 1962     MONUMENTED       CGS
 HO0077  HISTORY     - 1983     GOOD             NGS
 HO0077
 HO0077                          STATION DESCRIPTION
 HO0077
 HO0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0077'3.05 MI SE FROM KANAB.
 HO0077'ABOUT 3.05 MIES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY
 HO0077'SAINTS CHURCH AT KANAB, 86 FEET NORTH OF THE CENTER LINE OF THE
 HO0077'HIGHWAY, 45 FEET NORTH OF A FENCE, 48 FEET NORTHEAST OF A TELEPHONE
 HO0077'POLE, 46.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 5 FEET ABOVE THE
 HO0077'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A LARGE SANDSTONE BOULDER
 HO0077'WHICH PROJECTS 6 INCHES.
 HO0077
 HO0077                          STATION RECOVERY (1983)
 HO0077
 HO0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0077'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.75 KM
 HO0077'(1.1 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0077'SAINTS IN KANAB, THENCE 3.15 KM (1.95 MI) SOUTHEAST ALONG OLD US
 HO0077'HIGHWAY 89, IN THE TOP CENTER OF A TRIANGULAR SANDSTONE BOULDER
 HO0077'PROJECTING 1 FOOT ABOVE THE SURFACE OF THE GROUND ON THE TOP OF THE
 HO0077'NORTHWEST SLOPE OF A HILL, 0.3 KM (0.2 MI) EAST OF A DEEP WASH,
 HO0077'26.2 METERS (86 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 13.7 METERS
 HO0077'(45 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 HO0077'THE MARK IS 14.0 METERS  NE FROM A WITNESS POST.
 HO0077'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0114 ***********************************************************************
 HO0114  DESIGNATION -  D 138
 HO0114  PID         -  HO0114
 HO0114  STATE/COUNTY-  UT/KANE
 HO0114  COUNTRY     -  US
 HO0114  USGS QUAD   -  KANAB (2017)
 HO0114
 HO0114                         *CURRENT SURVEY CONTROL
 HO0114  ______________________________________________________________________
 HO0114* NAD 83(1986) POSITION- 37 00 37.     (N) 112 31 44.     (W)   SCALED
 HO0114* NAVD 88 ORTHO HEIGHT -  1475.403 (meters)     4840.55  (feet) ADJUSTED
 HO0114  ______________________________________________________________________
 HO0114  GEOID HEIGHT    -        -22.112 (meters)                     GEOID18
 HO0114  DYNAMIC HEIGHT  -       1473.737 (meters)     4835.09  (feet) COMP
 HO0114  MODELED GRAVITY -    979,450.0   (mgal)                       NAVD 88
 HO0114
 HO0114  VERT ORDER      -  FIRST     CLASS II
 HO0114
 HO0114.This mark is at Kanab Airport (KNB)
 HO0114
 HO0114.The horizontal coordinates were scaled from a map and have
 HO0114.an estimated accuracy of +/- 6 seconds.
 HO0114
 HO0114.The orthometric height was determined by differential leveling and
 HO0114.adjusted by the NATIONAL GEODETIC SURVEY
 HO0114.in April 2014.
 HO0114
 HO0114.No vertical observational check was made to the station.
 HO0114
 HO0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0114.GEOID18 height accuracy estimate available here.
 HO0114
 HO0114.Click photographs - Photos may exist for this station.
 HO0114
 HO0114.The dynamic height is computed by dividing the NAVD 88
 HO0114.geopotential number by the normal gravity value computed on the
 HO0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0114.degrees latitude (g = 980.6199 gals.).
 HO0114
 HO0114.The modeled gravity was interpolated from observed gravity values.
 HO0114
 HO0114;                    North         East    Units  Estimated Accuracy
 HO0114;SPC UT S     - 3,038,640.      408,430.      MT  (+/- 180 meters Scaled)
 HO0114
 HO0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF639971(NAD 83)
 HO0114
 HO0114                          SUPERSEDED SURVEY CONTROL
 HO0114
 HO0114  NAVD 88 (06/15/91) 1475.403  (m)         4840.55   (f) SUPERSEDED  1 2
 HO0114  NGVD 29 (??/??/92) 1474.473  (m)         4837.50   (f) ADJ UNCH    1 2
 HO0114
 HO0114.Superseded values are not recommended for survey control.
 HO0114
 HO0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0114.See file dsdata.pdf to determine how the superseded data were derived.
 HO0114
 HO0114_MARKER: DB = BENCH MARK DISK
 HO0114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HO0114_SP_SET: FOUNDATION
 HO0114_STAMPING: D 138 1962
 HO0114_MARK LOGO: CGS
 HO0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0114
 HO0114  HISTORY     - Date     Condition        Report By
 HO0114  HISTORY     - 1962     MONUMENTED       CGS
 HO0114
 HO0114                          STATION DESCRIPTION
 HO0114
 HO0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0114'3.0 MI S FROM KANAB.
 HO0114'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY SAINTS
 HO0114'CHURCH AT KANAB.  THENCE 2.45 MILES SOUTH ALONG U.S. HIGHWAY 89
 HO0114'ALTERNATE.  THENCE 0.1 MILES WEST ALONG THE ENTRANCE ROAD TO THE KANAB
 HO0114'MUNICIPAL AIRPORT, ABOUT 0.1 MILE NORTHEAST OF THE AIRPORT OFFICE
 HO0114'BUILDING, 192 FEET NORTH OF THE CENTER LINE OF THE ENTRANCE ROAD, 94
 HO0114'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE EAST HANGER, 0.9 FOOT
 HO0114'SOUTHEAST OF THE SOUTHEAST LEG OF THE BEACON TOWER, ABOUT 1/2 FOOT
 HO0114'BELOW THE LEVEL OF THE GROUND, AND SET IN THE TOP OF THE CONCRETE
 HO0114'FOUNDATION OF THE SOUTHEAST LEG OF THE BEACON TOWER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0525 ***********************************************************************
 HN0525  DESIGNATION -  D 139
 HN0525  PID         -  HN0525
 HN0525  STATE/COUNTY-  UT/KANE
 HN0525  COUNTRY     -  US
 HN0525  USGS QUAD   -  WEST CLARK BENCH (2017)
 HN0525
 HN0525                         *CURRENT SURVEY CONTROL
 HN0525  ______________________________________________________________________
 HN0525* NAD 83(1986) POSITION- 37 06 26.9    (N) 111 54 20.3    (W)   HD_HELD2
 HN0525* NAVD 88 ORTHO HEIGHT -  1331.243 (meters)     4367.59  (feet) ADJUSTED
 HN0525  ______________________________________________________________________
 HN0525  GEOID HEIGHT    -        -22.713 (meters)                     GEOID18
 HN0525  DYNAMIC HEIGHT  -       1329.722 (meters)     4362.60  (feet) COMP
 HN0525  MODELED GRAVITY -    979,443.1   (mgal)                       NAVD 88
 HN0525
 HN0525  VERT ORDER      -  FIRST     CLASS II
 HN0525
 HN0525.The horizontal coordinates were established by autonomous hand held GPS
 HN0525.observations and have an estimated accuracy of +/- 10 meters.
 HN0525
 HN0525.The orthometric height was determined by differential leveling and
 HN0525.adjusted by the NATIONAL GEODETIC SURVEY
 HN0525.in June 1991.
 HN0525
 HN0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0525.GEOID18 height accuracy estimate available here.
 HN0525
 HN0525.Click photographs - Photos may exist for this station.
 HN0525
 HN0525.The dynamic height is computed by dividing the NAVD 88
 HN0525.geopotential number by the normal gravity value computed on the
 HN0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0525.degrees latitude (g = 980.6199 gals.).
 HN0525
 HN0525.The modeled gravity was interpolated from observed gravity values.
 HN0525
 HN0525;                    North         East    Units  Estimated Accuracy
 HN0525;SPC UT S     - 3,049,001.      463,944.      MT  (+/- 10 meters HH2 GPS)
 HN0525
 HN0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG1953207178(NAD 83)
 HN0525
 HN0525                          SUPERSEDED SURVEY CONTROL
 HN0525
 HN0525  NGVD 29 (??/??/92) 1330.292  (m)         4364.47   (f) ADJ UNCH    1 2
 HN0525
 HN0525.Superseded values are not recommended for survey control.
 HN0525
 HN0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0525.See file dsdata.pdf to determine how the superseded data were derived.
 HN0525
 HN0525_MARKER: DB = BENCH MARK DISK
 HN0525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HN0525_SP_SET: ABUTMENT
 HN0525_STAMPING: D 139 1962
 HN0525_MARK LOGO: CGS
 HN0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0525
 HN0525  HISTORY     - Date     Condition        Report By
 HN0525  HISTORY     - 1962     MONUMENTED       CGS
 HN0525  HISTORY     - 1983     GOOD             NGS
 HN0525
 HN0525                          STATION DESCRIPTION
 HN0525
 HN0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0525'29.5 MI W FROM PAGE, AZ.
 HN0525'ABOUT 29.5 MILES WEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END OF
 HN0525'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.5 MILE EAST OF MILEPOST
 HN0525'NUMBER 43, 0.5 MILE WEST OF MILEPOST NUMBER 44, 22.5 FEET SOUTH OF THE
 HN0525'CENTERLINE OF THE HIGHWAY, 1.3 FEET WEST OF A METAL WITNESS POST,
 HN0525'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF THE SOUTH END OF
 HN0525'THE EAST ABUTMENT OF THE PARIA RIVER BRIDGE.
 HN0525
 HN0525                          STATION RECOVERY (1983)
 HN0525
 HN0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0525'RECOVERED IN GOOD CONDITION.  OMIT--0.5 MI WEST OF MILEPOST 44.
 HN0525'ADD--0.35 KM (0.2 MI) WEST OF MILEPOST 21.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0375 ***********************************************************************
 HN0375  DESIGNATION -  D 14
 HN0375  PID         -  HN0375
 HN0375  STATE/COUNTY-  UT/KANE
 HN0375  COUNTRY     -  US
 HN0375  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0375
 HN0375                         *CURRENT SURVEY CONTROL
 HN0375  ______________________________________________________________________
 HN0375* NAD 83(1986) POSITION- 37 00 22.     (N) 111 24 26.     (W)   SCALED
 HN0375* NAVD 88 ORTHO HEIGHT -   972.212 (meters)     3189.67  (feet) POSTED
 HN0375  ______________________________________________________________________
 HN0375  GEOID HEIGHT    -        -23.470 (meters)                     GEOID18
 HN0375  DYNAMIC HEIGHT  -        971.09  (meters)     3186.0   (feet) COMP
 HN0375  MODELED GRAVITY -    979,451.0   (mgal)                       NAVD 88
 HN0375
 HN0375  VERT ORDER      -  * POSTED, SEE BELOW
 HN0375
 HN0375.The horizontal coordinates were scaled from a map and have
 HN0375.an estimated accuracy of +/- 6 seconds.
 HN0375
 HN0375.The orthometric height was determined by differential leveling
 HN0375.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0375
 HN0375.* This is a POSTED BENCH MARK height.
 HN0375
 HN0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0375.GEOID18 height accuracy estimate available here.
 HN0375
 HN0375.Click photographs - Photos may exist for this station.
 HN0375
 HN0375.The dynamic height is computed by dividing the NAVD 88
 HN0375.geopotential number by the normal gravity value computed on the
 HN0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0375.degrees latitude (g = 980.6199 gals.).
 HN0375
 HN0375.The modeled gravity was interpolated from observed gravity values.
 HN0375
 HN0375;                    North         East    Units  Estimated Accuracy
 HN0375;SPC UT S     - 3,037,680.      508,260.      MT  (+/- 180 meters Scaled)
 HN0375
 HN0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF637956(NAD 83)
 HN0375
 HN0375                          SUPERSEDED SURVEY CONTROL
 HN0375
 HN0375  NGVD 29 (??/??/92)  971.285  (m)         3186.62   (f) ADJ UNCH    1 2
 HN0375
 HN0375.Superseded values are not recommended for survey control.
 HN0375
 HN0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0375.See file dsdata.pdf to determine how the superseded data were derived.
 HN0375
 HN0375_MARKER: DB = BENCH MARK DISK
 HN0375_SETTING: 80 = SET IN A BOULDER
 HN0375_STAMPING: T 7 1921
 HN0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0375+STABILITY: SURFACE MOTION
 HN0375
 HN0375  HISTORY     - Date     Condition        Report By
 HN0375  HISTORY     - 1921     MONUMENTED       CGS
 HN0375
 HN0375                          STATION DESCRIPTION
 HN0375
 HN0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 HN0375'29.0 MI N FROM LEES FERRY.
 HN0375'IN KANE COUNTY, UTAH, 29 MILES NORTH ALONG COLORADO RIVER FROM LEES
 HN0375'FERRY, COCONIO COUNTY, ARIZONA, 1/2 MILE NORTH OF THE MOUTH OF WARM
 HN0375'CREEK, NEAR THE UTAH-ARIZONA STATE LINE, ON THE LEFT BANK OF THE RIVER
 HN0375'(LOOKING UPSTREAM), AND IN A LARGE RED SANDSTONE BOULDER.  A STANDARD
 HN0375'DISK, ERRONEOUSLY STAMPED T 7 1921.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0544 ***********************************************************************
 HN0544  DESIGNATION -  D 140
 HN0544  PID         -  HN0544
 HN0544  STATE/COUNTY-  UT/KANE
 HN0544  COUNTRY     -  US
 HN0544  USGS QUAD   -  LONE ROCK (2017)
 HN0544
 HN0544                         *CURRENT SURVEY CONTROL
 HN0544  ______________________________________________________________________
 HN0544* NAD 83(1986) POSITION- 37 02 20.3    (N) 111 37 03.2    (W)   HD_HELD2
 HN0544* NAVD 88 ORTHO HEIGHT -  1196.457 (meters)     3925.38  (feet) ADJUSTED
 HN0544  ______________________________________________________________________
 HN0544  GEOID HEIGHT    -        -23.337 (meters)                     GEOID18
 HN0544  DYNAMIC HEIGHT  -       1195.112 (meters)     3920.96  (feet) COMP
 HN0544  MODELED GRAVITY -    979,466.3   (mgal)                       NAVD 88
 HN0544
 HN0544  VERT ORDER      -  FIRST     CLASS II
 HN0544
 HN0544.The horizontal coordinates were established by autonomous hand held GPS
 HN0544.observations and have an estimated accuracy of +/- 10 meters.
 HN0544
 HN0544.The orthometric height was determined by differential leveling and
 HN0544.adjusted by the NATIONAL GEODETIC SURVEY
 HN0544.in June 1991.
 HN0544
 HN0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0544.GEOID18 height accuracy estimate available here.
 HN0544
 HN0544.Click photographs - Photos may exist for this station.
 HN0544
 HN0544.The dynamic height is computed by dividing the NAVD 88
 HN0544.geopotential number by the normal gravity value computed on the
 HN0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0544.degrees latitude (g = 980.6199 gals.).
 HN0544
 HN0544.The modeled gravity was interpolated from observed gravity values.
 HN0544
 HN0544;                    North         East    Units  Estimated Accuracy
 HN0544;SPC UT S     - 3,041,327.      489,541.      MT  (+/- 10 meters HH2 GPS)
 HN0544
 HN0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4508099373(NAD 83)
 HN0544
 HN0544                          SUPERSEDED SURVEY CONTROL
 HN0544
 HN0544  NGVD 29 (??/??/92) 1195.548  (m)         3922.39   (f) ADJ UNCH    1 2
 HN0544
 HN0544.Superseded values are not recommended for survey control.
 HN0544
 HN0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0544.See file dsdata.pdf to determine how the superseded data were derived.
 HN0544
 HN0544_MARKER: DB = BENCH MARK DISK
 HN0544_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HN0544_SP_SET: CURB
 HN0544_STAMPING: D 140 1962
 HN0544_MARK LOGO: CGS
 HN0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0544
 HN0544  HISTORY     - Date     Condition        Report By
 HN0544  HISTORY     - 1962     MONUMENTED       CGS
 HN0544  HISTORY     - 1983     GOOD             NGS
 HN0544
 HN0544                          STATION DESCRIPTION
 HN0544
 HN0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0544'11.25 MI NW FROM PAGE, AZ.
 HN0544'ABOUT 11.25 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 HN0544'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.3 MILE SOUTHEAST OF
 HN0544'MILEPOST NUMBER 61, 19 FEET NORTHEAST OF THE CENTERLINE OF THE
 HN0544'HIGHWAY, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 HN0544'TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE CURB OF THE BLUE
 HN0544'POOL WASH BRIDGE.
 HN0544
 HN0544                          STATION RECOVERY (1983)
 HN0544
 HN0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0544'RECOVERED IN GOOD CONDITION.  OMIT--0.3 MI SOUTHEAST OF MILEPOST 61.
 HN0544'ADD--0.6 KM (0.4 MI) SOUTHEAST OF MILEPOST 4.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0165 ***********************************************************************
 HN0165  DESIGNATION -  D 141
 HN0165  PID         -  HN0165
 HN0165  STATE/COUNTY-  UT/SAN JUAN
 HN0165  COUNTRY     -  US
 HN0165  USGS QUAD   -  CLAY HILLS (2017)
 HN0165
 HN0165                         *CURRENT SURVEY CONTROL
 HN0165  ______________________________________________________________________
 HN0165* NAD 83(1986) POSITION- 37 22 41.5    (N) 110 18 15.3    (W)   HD_HELD2
 HN0165* NAVD 88 ORTHO HEIGHT -  1404.677 (meters)     4608.51  (feet) ADJUSTED
 HN0165  ______________________________________________________________________
 HN0165  GEOID HEIGHT    -        -21.449 (meters)                     GEOID18
 HN0165  DYNAMIC HEIGHT  -       1403.114 (meters)     4603.38  (feet) COMP
 HN0165  MODELED GRAVITY -    979,469.5   (mgal)                       NAVD 88
 HN0165
 HN0165  VERT ORDER      -  FIRST     CLASS II
 HN0165
 HN0165.The horizontal coordinates were established by autonomous hand held GPS
 HN0165.observations and have an estimated accuracy of +/- 10 meters.
 HN0165
 HN0165.The orthometric height was determined by differential leveling and
 HN0165.adjusted by the NATIONAL GEODETIC SURVEY
 HN0165.in June 1991.
 HN0165
 HN0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0165.GEOID18 height accuracy estimate available here.
 HN0165
 HN0165.Click photographs - Photos may exist for this station.
 HN0165
 HN0165.The dynamic height is computed by dividing the NAVD 88
 HN0165.geopotential number by the normal gravity value computed on the
 HN0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0165.degrees latitude (g = 980.6199 gals.).
 HN0165
 HN0165.The modeled gravity was interpolated from observed gravity values.
 HN0165
 HN0165;                    North         East    Units  Estimated Accuracy
 HN0165;SPC UT S     - 3,079,645.      605,901.      MT  (+/- 10 meters HH2 GPS)
 HN0165
 HN0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG6159737055(NAD 83)
 HN0165
 HN0165                          SUPERSEDED SURVEY CONTROL
 HN0165
 HN0165  NGVD 29 (??/??/92) 1403.724  (m)         4605.38   (f) ADJ UNCH    1 2
 HN0165
 HN0165.Superseded values are not recommended for survey control.
 HN0165
 HN0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0165.See file dsdata.pdf to determine how the superseded data were derived.
 HN0165
 HN0165_MARKER: DB = BENCH MARK DISK
 HN0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0165_STAMPING: D 141 1962
 HN0165_MARK LOGO: CGS
 HN0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0165+STABILITY: SURFACE MOTION
 HN0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0165+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2012
 HN0165
 HN0165  HISTORY     - Date     Condition        Report By
 HN0165  HISTORY     - 1962     MONUMENTED       CGS
 HN0165  HISTORY     - 20120906 GOOD             GEOCAC
 HN0165
 HN0165                          STATION DESCRIPTION
 HN0165
 HN0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0165'35.0 MI S FROM FRY CANYON.
 HN0165'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH STATE HIGHWAY 95 FROM THE POST
 HN0165'OFFICE AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT
 HN0165'ROAD.  THENCE 3.0 MILES SOUTHWEST ALONG A BULLDOZED ROAD LEADING TO
 HN0165'THE SAN JUAN RIVER, 0.1 MILE SOUTH OF A WASH, 43 FEET NORTHWEST OF THE
 HN0165'CENTERLINE OF THE ROAD AT A SHARP CURVE, 6.8 FEET NORTHWEST OF A METAL
 HN0165'WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 HN0165'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 HN0165
 HN0165                          STATION RECOVERY (2012)
 HN0165
 HN0165'RECOVERY NOTE BY GEOCACHING 2012 (BA)
 HN0165'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0123 ***********************************************************************
 HN0123  DESIGNATION -  D 142
 HN0123  PID         -  HN0123
 HN0123  STATE/COUNTY-  UT/SAN JUAN
 HN0123  COUNTRY     -  US
 HN0123  USGS QUAD   -  OLJATO (2017)
 HN0123
 HN0123                         *CURRENT SURVEY CONTROL
 HN0123  ______________________________________________________________________
 HN0123* NAD 83(1986) POSITION- 37 02 31.     (N) 110 21 36.     (W)   SCALED
 HN0123* NAVD 88 ORTHO HEIGHT -  1526.845 (meters)     5009.32  (feet) ADJUSTED
 HN0123  ______________________________________________________________________
 HN0123  GEOID HEIGHT    -        -21.301 (meters)                     GEOID18
 HN0123  DYNAMIC HEIGHT  -       1525.084 (meters)     5003.55  (feet) COMP
 HN0123  MODELED GRAVITY -    979,424.3   (mgal)                       NAVD 88
 HN0123
 HN0123  VERT ORDER      -  FIRST     CLASS II
 HN0123
 HN0123.The horizontal coordinates were scaled from a map and have
 HN0123.an estimated accuracy of +/- 6 seconds.
 HN0123
 HN0123.The orthometric height was determined by differential leveling and
 HN0123.adjusted by the NATIONAL GEODETIC SURVEY
 HN0123.in June 1991.
 HN0123
 HN0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0123.GEOID18 height accuracy estimate available here.
 HN0123
 HN0123.Click photographs - Photos may exist for this station.
 HN0123
 HN0123.The dynamic height is computed by dividing the NAVD 88
 HN0123.geopotential number by the normal gravity value computed on the
 HN0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0123.degrees latitude (g = 980.6199 gals.).
 HN0123
 HN0123.The modeled gravity was interpolated from observed gravity values.
 HN0123
 HN0123;                    North         East    Units  Estimated Accuracy
 HN0123;SPC UT S     - 3,042,270.      601,420.      MT  (+/- 180 meters Scaled)
 HN0123
 HN0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF569997(NAD 83)
 HN0123
 HN0123                          SUPERSEDED SURVEY CONTROL
 HN0123
 HN0123  NGVD 29 (??/??/92) 1525.914  (m)         5006.27   (f) ADJ UNCH    1 2
 HN0123
 HN0123.Superseded values are not recommended for survey control.
 HN0123
 HN0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0123.See file dsdata.pdf to determine how the superseded data were derived.
 HN0123
 HN0123_MARKER: DB = BENCH MARK DISK
 HN0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0123_STAMPING: D 142 1962
 HN0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0123+STABILITY: SURFACE MOTION
 HN0123
 HN0123  HISTORY     - Date     Condition        Report By
 HN0123  HISTORY     - 1962     MONUMENTED       CGS
 HN0123  HISTORY     - 1982     GOOD             LOCSUR
 HN0123  HISTORY     - 1982     GOOD             LOCSUR
 HN0123
 HN0123                          STATION DESCRIPTION
 HN0123
 HN0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0123'2.5 MI W FROM OLJETO.
 HN0123'ABOUT 2.5 MILES WEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS FROM THE
 HN0123'TRADING POST AT OLJETO, 0.25 MILE SOUTHWEST OF A WINDMILL AND WATER
 HN0123'TANKS AT MOON OLJETO SPRING, 64 FEET NORTHWEST OF THE CENTERLINE OF
 HN0123'THE DIRT ROAD, 24 FEET SOUTHEAST OF THE CENTERLINE OF ANOTHER DIRT
 HN0123'ROAD, 2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 HN0123'LEVEL OF THE DIRT ROAD LEADING TO PIUTE FARMS, AND SET IN THE TOP OF A
 HN0123'CONCRETE POST PROJECTING 8 INCHES.
 HN0123
 HN0123                          STATION RECOVERY (1982)
 HN0123
 HN0123'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 HN0123'RECOVERED IN GOOD CONDITION.
 HN0123
 HN0123                          STATION RECOVERY (1982)
 HN0123
 HN0123'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 HN0123'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0118 ***********************************************************************
 HN0118  DESIGNATION -  D 143
 HN0118  PID         -  HN0118
 HN0118  STATE/COUNTY-  UT/SAN JUAN
 HN0118  COUNTRY     -  US
 HN0118  USGS QUAD   -  OLJATO (2017)
 HN0118
 HN0118                         *CURRENT SURVEY CONTROL
 HN0118  ______________________________________________________________________
 HN0118* NAD 83(1986) POSITION- 37 01 49.     (N) 110 18 50.     (W)   SCALED
 HN0118* NAVD 88 ORTHO HEIGHT -  1481.568 (meters)     4860.78  (feet) ADJUSTED
 HN0118  ______________________________________________________________________
 HN0118  GEOID HEIGHT    -        -21.204 (meters)                     GEOID18
 HN0118  DYNAMIC HEIGHT  -       1479.866 (meters)     4855.19  (feet) COMP
 HN0118  MODELED GRAVITY -    979,430.8   (mgal)                       NAVD 88
 HN0118
 HN0118  VERT ORDER      -  FIRST     CLASS II
 HN0118
 HN0118.The horizontal coordinates were scaled from a map and have
 HN0118.an estimated accuracy of +/- 6 seconds.
 HN0118
 HN0118.The orthometric height was determined by differential leveling and
 HN0118.adjusted by the NATIONAL GEODETIC SURVEY
 HN0118.in June 1991.
 HN0118
 HN0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0118.GEOID18 height accuracy estimate available here.
 HN0118
 HN0118.Click photographs - Photos may exist for this station.
 HN0118
 HN0118.The dynamic height is computed by dividing the NAVD 88
 HN0118.geopotential number by the normal gravity value computed on the
 HN0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0118.degrees latitude (g = 980.6199 gals.).
 HN0118
 HN0118.The modeled gravity was interpolated from observed gravity values.
 HN0118
 HN0118;                    North         East    Units  Estimated Accuracy
 HN0118;SPC UT S     - 3,041,020.      605,540.      MT  (+/- 180 meters Scaled)
 HN0118
 HN0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF610984(NAD 83)
 HN0118
 HN0118                          SUPERSEDED SURVEY CONTROL
 HN0118
 HN0118  NGVD 29 (??/??/92) 1480.651  (m)         4857.77   (f) ADJ UNCH    1 2
 HN0118
 HN0118.Superseded values are not recommended for survey control.
 HN0118
 HN0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0118.See file dsdata.pdf to determine how the superseded data were derived.
 HN0118
 HN0118_MARKER: DB = BENCH MARK DISK
 HN0118_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HN0118_STAMPING: D 143 1962
 HN0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0118
 HN0118  HISTORY     - Date     Condition        Report By
 HN0118  HISTORY     - 1962     MONUMENTED       CGS
 HN0118  HISTORY     - 1982     GOOD             USGS
 HN0118  HISTORY     - 1982     GOOD             USGS
 HN0118
 HN0118                          STATION DESCRIPTION
 HN0118
 HN0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0118'0.6 MI SE FROM OLJETO.
 HN0118'ABOUT 0.5 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE TRADING POST AT
 HN0118'OLJETO.  THENCE ABOUT 0.1 MILE NORTHEAST TO THE SOUTHEAST END OF THE
 HN0118'OLJETO AIRPORT, 1.5 FEET SOUTHEAST OF A FENCE ACROSS THE SOUTHEAST END
 HN0118'OF THE AIRPORT RUNWAY, 1.0 FEET NORTHWEST OF A METAL WITNESS POST,
 HN0118'ABOUT LEVEL WITH THE ROAD, AND SET ON TOP OF A 5/8 INCH COPPER COATED
 HN0118'ROD THAT IS DRIVEN TO A DEPTH OF A 24 FEET AND IS ENCASED BY A 6 INCH
 HN0118'TILE PROJECTING 8 INCHES.
 HN0118
 HN0118                          STATION RECOVERY (1982)
 HN0118
 HN0118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0118'OLJETO, 0.6 MILES SOUTHWEST OF, ABOUT 0.6 MILES SOUTHEAST ALONG A
 HN0118'DIRT ROAD FROM THE TRADING POST AT OLJETO, 130 YD NORTHEAST OF ROAD,
 HN0118'95 FT SOUTHEAST OF SOUTHEAST END OF ASPHALT RUNWAY AT OLJETO AIRPORT,
 HN0118'1.5 FT SOUTHEAST OF AIRPORT BOUNDARY FENCE, 1.0 FT NORTHEAST OF A
 HN0118'METAL WITNESS POST, SET IN THE TOP OF A 5/8 INCH COPPER COATED ROD
 HN0118'DRIVEN TO A DEPTH OF 24 FT. AND ENCASED BY A 6 INCH TILE FLUSH WITH
 HN0118'GROUND. A STANDARD DISK.
 HN0118
 HN0118                          STATION RECOVERY (1982)
 HN0118
 HN0118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0118'OLJETO, 0.6 MILES SOUTHWEST OF, ABOUT 0.6 MILES SOUTHEAST ALONG A
 HN0118'DIRT ROAD FROM THE TRADING POST AT OLJETO, 130 YD NORTHEAST OF ROAD,
 HN0118'95 FT SOUTHEAST OF SOUTHEAST END OF ASPHALT RUNWAY AT OLJETO AIRPORT,
 HN0118'1.5 FT SOUTHEAST OF AIRPORT BOUNDARY FENCE, 1.0 FT NORTHEAST OF A
 HN0118'METAL WITNESS POST, SET IN THE TOP OF A 5/8 INCH COPPER COATED ROD
 HN0118'DRIVEN TO A DEPTH OF 24 FT. AND ENCASED BY A 6 INCH TILE FLUSH WITH
 HN0118'GROUND. A STANDARD DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0565 ***********************************************************************
 HN0565  DESIGNATION -  D 144
 HN0565  PID         -  HN0565
 HN0565  STATE/COUNTY-  UT/KANE
 HN0565  COUNTRY     -  US
 HN0565  USGS QUAD   -  LONE ROCK (2017)
 HN0565
 HN0565                         *CURRENT SURVEY CONTROL
 HN0565  ______________________________________________________________________
 HN0565* NAD 83(1986) POSITION- 37 05 11.5    (N) 111 31 03.8    (W)   HD_HELD1
 HN0565* NAVD 88 ORTHO HEIGHT -  1208.951 (meters)     3966.37  (feet) ADJUSTED
 HN0565  ______________________________________________________________________
 HN0565  GEOID HEIGHT    -        -23.293 (meters)                     GEOID18
 HN0565  DYNAMIC HEIGHT  -       1207.595 (meters)     3961.92  (feet) COMP
 HN0565  MODELED GRAVITY -    979,468.5   (mgal)                       NAVD 88
 HN0565
 HN0565  VERT ORDER      -  FIRST     CLASS II
 HN0565
 HN0565.The horizontal coordinates were determined by differentially corrected
 HN0565.hand held GPS observations or other comparable positioning techniques
 HN0565.and have an estimated accuracy of +/- 3 meters.
 HN0565
 HN0565.The orthometric height was determined by differential leveling and
 HN0565.adjusted by the NATIONAL GEODETIC SURVEY
 HN0565.in June 1991.
 HN0565
 HN0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0565.GEOID18 height accuracy estimate available here.
 HN0565
 HN0565.Click photographs - Photos may exist for this station.
 HN0565
 HN0565.The dynamic height is computed by dividing the NAVD 88
 HN0565.geopotential number by the normal gravity value computed on the
 HN0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0565.degrees latitude (g = 980.6199 gals.).
 HN0565
 HN0565.The modeled gravity was interpolated from observed gravity values.
 HN0565
 HN0565;                    North         East    Units  Estimated Accuracy
 HN0565;SPC UT S     - 3,046,598.0     498,424.3     MT  (+/- 3 meters HH1 GPS) 
 HN0565
 HN0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG5398704596(NAD 83)
 HN0565
 HN0565                          SUPERSEDED SURVEY CONTROL
 HN0565
 HN0565  NGVD 29 (??/??/92) 1208.050  (m)         3963.41   (f) ADJ UNCH    1 2
 HN0565
 HN0565.Superseded values are not recommended for survey control.
 HN0565
 HN0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0565.See file dsdata.pdf to determine how the superseded data were derived.
 HN0565
 HN0565_MARKER: DB = BENCH MARK DISK
 HN0565_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HN0565+WITH SETTING: INFORMATION.
 HN0565_STAMPING: D 144 1962
 HN0565_MARK LOGO: CGS
 HN0565_MAGNETIC: I = MARKER IS A STEEL ROD
 HN0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0565
 HN0565  HISTORY     - Date     Condition        Report By
 HN0565  HISTORY     - 1962     MONUMENTED       CGS
 HN0565  HISTORY     - 1977     GOOD             USGS
 HN0565  HISTORY     - 1977     GOOD             USGS
 HN0565
 HN0565                          STATION DESCRIPTION
 HN0565
 HN0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0565'9.9 MI E FROM GLEN CANYON CITY.
 HN0565'ABOUT 9.9 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0565'SERVICE STATION AT GLEN CANYON CITY, ABOUT 0.4 MILE SOUTHWEST OF THE
 HN0565'HEAD OF A CANYON, 141 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 HN0565'4.1 FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF
 HN0565'THE ROAD, AND SET ON THE TOP OF A 5/8 INCH COPPER-COATED ROD THAT IS
 HN0565'DRIVEN TO A DEPTH OF 7 FEET AND IS ENCASED IN A 6 INCH TILE PROJECTING
 HN0565'ABOUT 8 INCHES.
 HN0565
 HN0565                          STATION RECOVERY (1977)
 HN0565
 HN0565'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0565'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY GO E. ON GRAIDED
 HN0565'DIRT ROAD FOR 9.4 MI. TO ROAD JUNCTION IN CROSBY CANYON, GO RIGHT
 HN0565'DOWN CROSBY CANYON FOR 0.15 MILES TO DIM RD. S. GO RIGHT S. ON DIM
 HN0565'ROAD FOR 0.3 MILES TO OLD RD. NE-- GO LEFT NE ALONG OLD ROAD FOR 0.1
 HN0565'MILE. BM IS ABOUT 141 FT. S. OF OLD ROAD, ON 5/8 INCH COPPER COATED
 HN0565'ROD, INCASED IN A 6 INCH TILE PROJECTING ABOUT 8 INCHES.
 HN0565
 HN0565                          STATION RECOVERY (1977)
 HN0565
 HN0565'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0565'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY GO E. ON GRAIDED
 HN0565'DIRT ROAD FOR 9.4 MI. TO ROAD JUNCTION IN CROSBY CANYON, GO RIGHT
 HN0565'DOWN CROSBY CANYON FOR 0.15 MILES TO DIM RD. S. GO RIGHT S. ON DIM
 HN0565'ROAD FOR 0.3 MILES TO OLD RD. NE-- GO LEFT NE ALONG OLD ROAD FOR 0.1
 HN0565'MILE. BM IS ABOUT 141 FT. S. OF OLD ROAD, ON 5/8 INCH COPPER COATED
 HN0565'ROD, INCASED IN A 6 INCH TILE PROJECTING ABOUT 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0408 ***********************************************************************
 HN0408  DESIGNATION -  D 145
 HN0408  PID         -  HN0408
 HN0408  STATE/COUNTY-  UT/KANE
 HN0408  COUNTRY     -  US
 HN0408  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0408
 HN0408                         *CURRENT SURVEY CONTROL
 HN0408  ______________________________________________________________________
 HN0408* NAD 83(1986) POSITION- 37 06 56.9    (N) 111 29 32.7    (W)   HD_HELD2
 HN0408* NAVD 88 ORTHO HEIGHT -  1213.013 (meters)     3979.69  (feet) ADJUSTED
 HN0408  ______________________________________________________________________
 HN0408  GEOID HEIGHT    -        -23.222 (meters)                     GEOID18
 HN0408  DYNAMIC HEIGHT  -       1211.662 (meters)     3975.26  (feet) COMP
 HN0408  MODELED GRAVITY -    979,476.8   (mgal)                       NAVD 88
 HN0408
 HN0408  VERT ORDER      -  FIRST     CLASS II
 HN0408
 HN0408.The horizontal coordinates were established by autonomous hand held GPS
 HN0408.observations and have an estimated accuracy of +/- 10 meters.
 HN0408
 HN0408.The orthometric height was determined by differential leveling and
 HN0408.adjusted by the NATIONAL GEODETIC SURVEY
 HN0408.in June 1991.
 HN0408
 HN0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0408.GEOID18 height accuracy estimate available here.
 HN0408
 HN0408.Click photographs - Photos may exist for this station.
 HN0408
 HN0408.The dynamic height is computed by dividing the NAVD 88
 HN0408.geopotential number by the normal gravity value computed on the
 HN0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0408.degrees latitude (g = 980.6199 gals.).
 HN0408
 HN0408.The modeled gravity was interpolated from observed gravity values.
 HN0408
 HN0408;                    North         East    Units  Estimated Accuracy
 HN0408;SPC UT S     - 3,049,847.      500,674.      MT  (+/- 10 meters HH2 GPS)
 HN0408
 HN0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG5625307832(NAD 83)
 HN0408
 HN0408                          SUPERSEDED SURVEY CONTROL
 HN0408
 HN0408  NGVD 29 (??/??/92) 1212.119  (m)         3976.76   (f) ADJ UNCH    1 2
 HN0408
 HN0408.Superseded values are not recommended for survey control.
 HN0408
 HN0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0408.See file dsdata.pdf to determine how the superseded data were derived.
 HN0408
 HN0408_MARKER: DB = BENCH MARK DISK
 HN0408_SETTING: 66 = SET IN ROCK OUTCROP
 HN0408_STAMPING: D 145 1962
 HN0408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0408+STABILITY: POSITION/ELEVATION WELL
 HN0408
 HN0408  HISTORY     - Date     Condition        Report By
 HN0408  HISTORY     - 1962     MONUMENTED       CGS
 HN0408  HISTORY     - 1977     GOOD             USGS
 HN0408  HISTORY     - 1977     GOOD             USGS
 HN0408
 HN0408                          STATION DESCRIPTION
 HN0408
 HN0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0408'12.7 MI E FROM GLEN CANYON CITY.
 HN0408'ABOUT 12.7 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0408'SERVICE STATION AT GLEN CANYON CITY, 61 FEET NORTHEAST OF THE
 HN0408'CENTERLINE OF THE ROAD, 3.5 FEET SOUTHWEST OF A ROCK CAIRN, ABOUT
 HN0408'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A ROCK LEDGE ON THE
 HN0408'NORTHEAST SIDE OF A SMALL WASH.
 HN0408
 HN0408                          STATION RECOVERY (1977)
 HN0408
 HN0408'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0408'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY GO E. ON A GRAIDED
 HN0408'DIRT ROAD FOR 12.2 MILES. 57 FT. NW OF THE CTR. OF RD., 3.5 FT. SW OF
 HN0408'A ROCK CAIRN ABOUT 2 FT ABOVE THE LEVEL OF THE ROAD AND SET IN TOP OF
 HN0408'A ROCK LEDGE ON THE NE SIDE OF A SMALL WASH.
 HN0408
 HN0408                          STATION RECOVERY (1977)
 HN0408
 HN0408'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0408'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY GO E. ON A GRAIDED
 HN0408'DIRT ROAD FOR 12.2 MILES. 57 FT. NW OF THE CTR. OF RD., 3.5 FT. SW OF
 HN0408'A ROCK CAIRN ABOUT 2 FT ABOVE THE LEVEL OF THE ROAD AND SET IN TOP OF
 HN0408'A ROCK LEDGE ON THE NE SIDE OF A SMALL WASH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0443 ***********************************************************************
 HN0443  DESIGNATION -  D 146
 HN0443  PID         -  HN0443
 HN0443  STATE/COUNTY-  UT/KANE
 HN0443  COUNTRY     -  US
 HN0443  USGS QUAD   -  NAVAJO POINT (2017)
 HN0443
 HN0443                         *CURRENT SURVEY CONTROL
 HN0443  ______________________________________________________________________
 HN0443* NAD 83(1986) POSITION- 37 08 07.     (N) 111 06 54.     (W)   SCALED
 HN0443* NAVD 88 ORTHO HEIGHT -  1503.697 (meters)     4933.38  (feet) ADJUSTED
 HN0443  ______________________________________________________________________
 HN0443  GEOID HEIGHT    -        -22.997 (meters)                     GEOID18
 HN0443  DYNAMIC HEIGHT  -       1501.899 (meters)     4927.48  (feet) COMP
 HN0443  MODELED GRAVITY -    979,383.9   (mgal)                       NAVD 88
 HN0443
 HN0443  VERT ORDER      -  FIRST     CLASS II
 HN0443
 HN0443.The horizontal coordinates were scaled from a map and have
 HN0443.an estimated accuracy of +/- 6 seconds.
 HN0443
 HN0443.The orthometric height was determined by differential leveling and
 HN0443.adjusted by the NATIONAL GEODETIC SURVEY
 HN0443.in June 1991.
 HN0443
 HN0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0443.GEOID18 height accuracy estimate available here.
 HN0443
 HN0443.Click photographs - Photos may exist for this station.
 HN0443
 HN0443.The dynamic height is computed by dividing the NAVD 88
 HN0443.geopotential number by the normal gravity value computed on the
 HN0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0443.degrees latitude (g = 980.6199 gals.).
 HN0443
 HN0443.The modeled gravity was interpolated from observed gravity values.
 HN0443
 HN0443;                    North         East    Units  Estimated Accuracy
 HN0443;SPC UT S     - 3,052,080.      534,210.      MT  (+/- 180 meters Scaled)
 HN0443
 HN0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG897098(NAD 83)
 HN0443
 HN0443                          SUPERSEDED SURVEY CONTROL
 HN0443
 HN0443  NGVD 29 (??/??/92) 1502.701  (m)         4930.11   (f) ADJ UNCH    1 2
 HN0443
 HN0443.Superseded values are not recommended for survey control.
 HN0443
 HN0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0443.See file dsdata.pdf to determine how the superseded data were derived.
 HN0443
 HN0443_MARKER: DB = BENCH MARK DISK
 HN0443_SETTING: 66 = SET IN ROCK OUTCROP
 HN0443_STAMPING: D 146 1962
 HN0443_MARK LOGO: CGS
 HN0443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0443+STABILITY: POSITION/ELEVATION WELL
 HN0443
 HN0443  HISTORY     - Date     Condition        Report By
 HN0443  HISTORY     - 1962     MONUMENTED       CGS
 HN0443
 HN0443                          STATION DESCRIPTION
 HN0443
 HN0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0443'25.85 MI SW FROM HOLE-IN-THE-ROCK.
 HN0443'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0443'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0443'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0443'AROUND THE BASE OF A LARGE SANDSTONE FORMATION. THENCE 1.5 MILES
 HN0443'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU. THENCE 0.3
 HN0443'MILE SOUTHEAST ACROSS COUNTRY. THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0443'PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0443'HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0443'CLIFFS.  THENCE 2.4 MILES SOUTH-SOUTHEAST ALONG A COW PATH.  THENCE
 HN0443'3.1 MILES SOUTH ACROSS ROCKY COUNTRY TOWARDS NAVAJO POINT.  THENCE 3.0
 HN0443'MILES NORTHWEST ALONG A COW PATH AND AROUND NAVAJO POINT.  THENCE 5.6
 HN0443'MILES SOUTHWEST DOWNHILL AND ACROSS ROCKY COUNTRY LEADING TO BILLIE
 HN0443'FLAT TOP, ON THE SOUTHEAST SIDE OF BILLIE FLAT TOP, 10.6 MILES
 HN0443'SOUTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROCK
 HN0443'OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0106 ***********************************************************************
 HN0106  DESIGNATION -  D 147
 HN0106  PID         -  HN0106
 HN0106  STATE/COUNTY-  UT/SAN JUAN
 HN0106  COUNTRY     -  US
 HN0106  USGS QUAD   -  BURNT SPRING (2017)
 HN0106
 HN0106                         *CURRENT SURVEY CONTROL
 HN0106  ______________________________________________________________________
 HN0106* NAD 83(1986) POSITION- 37 24 17.     (N) 110 24 28.     (W)   SCALED
 HN0106* NAVD 88 ORTHO HEIGHT -  1591.280 (meters)     5220.72  (feet) ADJUSTED
 HN0106  ______________________________________________________________________
 HN0106  GEOID HEIGHT    -        -21.704 (meters)                     GEOID18
 HN0106  DYNAMIC HEIGHT  -       1589.456 (meters)     5214.74  (feet) COMP
 HN0106  MODELED GRAVITY -    979,428.3   (mgal)                       NAVD 88
 HN0106
 HN0106  VERT ORDER      -  FIRST     CLASS II
 HN0106
 HN0106.The horizontal coordinates were scaled from a map and have
 HN0106.an estimated accuracy of +/- 6 seconds.
 HN0106
 HN0106.The orthometric height was determined by differential leveling and
 HN0106.adjusted by the NATIONAL GEODETIC SURVEY
 HN0106.in June 1991.
 HN0106
 HN0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0106.GEOID18 height accuracy estimate available here.
 HN0106
 HN0106.Click photographs - Photos may exist for this station.
 HN0106
 HN0106.The dynamic height is computed by dividing the NAVD 88
 HN0106.geopotential number by the normal gravity value computed on the
 HN0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0106.degrees latitude (g = 980.6199 gals.).
 HN0106
 HN0106.The modeled gravity was interpolated from observed gravity values.
 HN0106
 HN0106;                    North         East    Units  Estimated Accuracy
 HN0106;SPC UT S     - 3,082,480.      596,700.      MT  (+/- 180 meters Scaled)
 HN0106
 HN0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG524399(NAD 83)
 HN0106
 HN0106                          SUPERSEDED SURVEY CONTROL
 HN0106
 HN0106  NGVD 29 (??/??/92) 1590.261  (m)         5217.38   (f) ADJ UNCH    1 2
 HN0106
 HN0106.Superseded values are not recommended for survey control.
 HN0106
 HN0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0106.See file dsdata.pdf to determine how the superseded data were derived.
 HN0106
 HN0106_MARKER: DB = BENCH MARK DISK
 HN0106_SETTING: 66 = SET IN ROCK OUTCROP
 HN0106_STAMPING: D 147 1962
 HN0106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0106+STABILITY: POSITION/ELEVATION WELL
 HN0106
 HN0106  HISTORY     - Date     Condition        Report By
 HN0106  HISTORY     - 1962     MONUMENTED       CGS
 HN0106
 HN0106                          STATION DESCRIPTION
 HN0106
 HN0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0106'41.65 MI SW FROM FRY CANYON.
 HN0106'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0106'AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0106'THENCE 9.65 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH
 HN0106'CLAY HILLS DIVIDE, 2.1 MILES WEST OF GREEN WATER SPRING, 24 FEET
 HN0106'SOUTHEAST OF THE CENTERLINE OF THE ROAD AND CASTLE CREEK, ABOUT 3 FEET
 HN0106'ABOVE THE LEVEL OF THE ROAD AND CREEK, AND SET IN THE TOP OF A
 HN0106'SANDSTONE OUTCROP ABOUT 2.8 FEET ABOVE THE GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0287 ***********************************************************************
 HN0287  DESIGNATION -  D 148
 HN0287  PID         -  HN0287
 HN0287  STATE/COUNTY-  UT/SAN JUAN
 HN0287  COUNTRY     -  US
 HN0287  USGS QUAD   -  HALLS CROSSING NE (2017)
 HN0287
 HN0287                         *CURRENT SURVEY CONTROL
 HN0287  ______________________________________________________________________
 HN0287* NAD 83(1986) POSITION- 37 25 07.     (N) 110 31 25.     (W)   SCALED
 HN0287* NAVD 88 ORTHO HEIGHT -  1413.979 (meters)     4639.03  (feet) ADJUSTED
 HN0287  ______________________________________________________________________
 HN0287  GEOID HEIGHT    -        -22.139 (meters)                     GEOID18
 HN0287  DYNAMIC HEIGHT  -       1412.347 (meters)     4633.68  (feet) COMP
 HN0287  MODELED GRAVITY -    979,428.5   (mgal)                       NAVD 88
 HN0287
 HN0287  VERT ORDER      -  FIRST     CLASS II
 HN0287
 HN0287.The horizontal coordinates were scaled from a map and have
 HN0287.an estimated accuracy of +/- 6 seconds.
 HN0287
 HN0287.The orthometric height was determined by differential leveling and
 HN0287.adjusted by the NATIONAL GEODETIC SURVEY
 HN0287.in June 1991.
 HN0287
 HN0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0287.GEOID18 height accuracy estimate available here.
 HN0287
 HN0287.Click photographs - Photos may exist for this station.
 HN0287
 HN0287.The dynamic height is computed by dividing the NAVD 88
 HN0287.geopotential number by the normal gravity value computed on the
 HN0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0287.degrees latitude (g = 980.6199 gals.).
 HN0287
 HN0287.The modeled gravity was interpolated from observed gravity values.
 HN0287
 HN0287;                    North         East    Units  Estimated Accuracy
 HN0287;SPC UT S     - 3,083,900.      586,430.      MT  (+/- 180 meters Scaled)
 HN0287
 HN0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG421414(NAD 83)
 HN0287
 HN0287                          SUPERSEDED SURVEY CONTROL
 HN0287
 HN0287  NGVD 29 (??/??/92) 1412.934  (m)         4635.60   (f) ADJ UNCH    1 2
 HN0287
 HN0287.Superseded values are not recommended for survey control.
 HN0287
 HN0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0287.See file dsdata.pdf to determine how the superseded data were derived.
 HN0287
 HN0287_MARKER: DB = BENCH MARK DISK
 HN0287_SETTING: 66 = SET IN ROCK OUTCROP
 HN0287_STAMPING: D 148 1962
 HN0287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0287+STABILITY: POSITION/ELEVATION WELL
 HN0287
 HN0287  HISTORY     - Date     Condition        Report By
 HN0287  HISTORY     - 1962     MONUMENTED       CGS
 HN0287
 HN0287                          STATION DESCRIPTION
 HN0287
 HN0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0287'50.4 MI SW FROM FRY CANYON.
 HN0287'12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE AT FRY
 HN0287'CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD. THENCE
 HN0287'15.0 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH CLAY HILLS
 HN0287'DIVIDE.  THENCE 3.4 MILES NORTHWEST ALONG A BULLDOZED ROAD LEADING TO
 HN0287'HALLS CROSSING ON THE COLORADO RIVER, 10.85 MILES WEST OF GREEN WATER
 HN0287'SPRING, 0.2 MILE EAST OF THE JUNCTION OF THE BULLDOZED ROAD AND A
 HN0287'TRAIL ROAD LEADING SOUTHEAST TO A PIT, 0.1 MILE WEST OF A CURVE IN THE
 HN0287'BULLDOZED ROAD, 250 FEET SOUTH OF THE SOUTH SIDE OF A SANDSTONE
 HN0287'FORMATION WHICH IS ABOUT 25 FEET HIGH, 48 FEET NORTH OF THE CENTERLINE
 HN0287'OF THE BULLDOZED ROAD, ABOUT LEVEL WITH THE BULLDOZED ROAD, AND SET IN
 HN0287'THE TOP OF A LARGE SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0244 ***********************************************************************
 HN0244  DESIGNATION -  D 149
 HN0244  PID         -  HN0244
 HN0244  STATE/COUNTY-  UT/SAN JUAN
 HN0244  COUNTRY     -  US
 HN0244  USGS QUAD   -  ALCOVE CANYON (2017)
 HN0244
 HN0244                         *CURRENT SURVEY CONTROL
 HN0244  ______________________________________________________________________
 HN0244* NAD 83(1986) POSITION- 37 20 24.     (N) 110 39 08.     (W)   SCALED
 HN0244* NAVD 88 ORTHO HEIGHT -  1368.724 (meters)     4490.56  (feet) ADJUSTED
 HN0244  ______________________________________________________________________
 HN0244  GEOID HEIGHT    -        -22.388 (meters)                     GEOID18
 HN0244  DYNAMIC HEIGHT  -       1367.158 (meters)     4485.42  (feet) COMP
 HN0244  MODELED GRAVITY -    979,440.2   (mgal)                       NAVD 88
 HN0244
 HN0244  VERT ORDER      -  FIRST     CLASS II
 HN0244
 HN0244.The horizontal coordinates were scaled from a map and have
 HN0244.an estimated accuracy of +/- 6 seconds.
 HN0244
 HN0244.The orthometric height was determined by differential leveling and
 HN0244.adjusted by the NATIONAL GEODETIC SURVEY
 HN0244.in June 1991.
 HN0244
 HN0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0244.GEOID18 height accuracy estimate available here.
 HN0244
 HN0244.Click photographs - Photos may exist for this station.
 HN0244
 HN0244.The dynamic height is computed by dividing the NAVD 88
 HN0244.geopotential number by the normal gravity value computed on the
 HN0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0244.degrees latitude (g = 980.6199 gals.).
 HN0244
 HN0244.The modeled gravity was interpolated from observed gravity values.
 HN0244
 HN0244;                    North         East    Units  Estimated Accuracy
 HN0244;SPC UT S     - 3,075,070.      575,120.      MT  (+/- 180 meters Scaled)
 HN0244
 HN0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG308326(NAD 83)
 HN0244
 HN0244                          SUPERSEDED SURVEY CONTROL
 HN0244
 HN0244  NGVD 29 (??/??/92) 1367.706  (m)         4487.22   (f) ADJ UNCH    1 2
 HN0244
 HN0244.Superseded values are not recommended for survey control.
 HN0244
 HN0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0244.See file dsdata.pdf to determine how the superseded data were derived.
 HN0244
 HN0244_MARKER: DB = BENCH MARK DISK
 HN0244_SETTING: 66 = SET IN ROCK OUTCROP
 HN0244_STAMPING: D 149 1962
 HN0244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0244+STABILITY: POSITION/ELEVATION WELL
 HN0244
 HN0244  HISTORY     - Date     Condition        Report By
 HN0244  HISTORY     - 1962     MONUMENTED       CGS
 HN0244  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0244  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0244
 HN0244                          STATION DESCRIPTION
 HN0244
 HN0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0244'60.55 MI SW FROM FRY CANYON.
 HN0244'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0244'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0244'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0244'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0244'TRAIL ROAD.  THENCE 5.95 MILES SOUTHWEST ALONG A TRAIL ROAD.  47 FEET
 HN0244'WEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A GRAY
 HN0244'LIMESTONE OUTCROP, AT THE NORTHEAST END OF A LOAF SHAPED HILL WHICH IS
 HN0244'ABOUT 18 FEET HIGH, 25 FEET NORTHWEST OF A CEDAR TREE, AND ABOUT 3
 HN0244'FEET ABOVE THE LEVEL OF THE ROAD.
 HN0244
 HN0244                          STATION RECOVERY (1982)
 HN0244
 HN0244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0244'MARK NOT FOUND.
 HN0244
 HN0244                          STATION RECOVERY (1982)
 HN0244
 HN0244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0244'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0143 ***********************************************************************
 KN0143  DESIGNATION -  D 15
 KN0143  PID         -  KN0143
 KN0143  STATE/COUNTY-  UT/UTAH
 KN0143  COUNTRY     -  US
 KN0143  USGS QUAD   -  COLTON (2017)
 KN0143
 KN0143                         *CURRENT SURVEY CONTROL
 KN0143  ______________________________________________________________________
 KN0143* NAD 83(1986) POSITION- 39 52 22.     (N) 111 02 09.     (W)   SCALED
 KN0143* NAVD 88 ORTHO HEIGHT -  2206.839 (meters)     7240.27  (feet) ADJUSTED
 KN0143  ______________________________________________________________________
 KN0143  GEOID HEIGHT    -        -15.845 (meters)                     GEOID18
 KN0143  DYNAMIC HEIGHT  -       2204.485 (meters)     7232.55  (feet) COMP
 KN0143  MODELED GRAVITY -    979,480.1   (mgal)                       NAVD 88
 KN0143
 KN0143  VERT ORDER      -  FIRST     CLASS II
 KN0143
 KN0143.The horizontal coordinates were scaled from a map and have
 KN0143.an estimated accuracy of +/- 6 seconds.
 KN0143
 KN0143.The orthometric height was determined by differential leveling and
 KN0143.adjusted by the NATIONAL GEODETIC SURVEY
 KN0143.in June 1991.
 KN0143
 KN0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0143.GEOID18 height accuracy estimate available here.
 KN0143
 KN0143.Click photographs - Photos may exist for this station.
 KN0143
 KN0143.The dynamic height is computed by dividing the NAVD 88
 KN0143.geopotential number by the normal gravity value computed on the
 KN0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0143.degrees latitude (g = 980.6199 gals.).
 KN0143
 KN0143.The modeled gravity was interpolated from observed gravity values.
 KN0143
 KN0143;                    North         East    Units  Estimated Accuracy
 KN0143;SPC UT C     - 2,171,010.      539,710.      MT  (+/- 180 meters Scaled)
 KN0143
 KN0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK969136(NAD 83)
 KN0143
 KN0143                          SUPERSEDED SURVEY CONTROL
 KN0143
 KN0143  NGVD 29 (??/??/92) 2205.523  (m)         7235.95   (f) ADJ UNCH    1 2
 KN0143
 KN0143.Superseded values are not recommended for survey control.
 KN0143
 KN0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0143.See file dsdata.pdf to determine how the superseded data were derived.
 KN0143
 KN0143_MARKER: DB = BENCH MARK DISK
 KN0143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0143_SP_SET: BRIDGE
 KN0143_STAMPING: D 15 1927
 KN0143_MARK LOGO: CGS
 KN0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0143
 KN0143  HISTORY     - Date     Condition        Report By
 KN0143  HISTORY     - 1927     MONUMENTED       CGS
 KN0143  HISTORY     - 1938     GOOD             CGS
 KN0143  HISTORY     - 1974     MARK NOT FOUND   USGS
 KN0143
 KN0143                          STATION DESCRIPTION
 KN0143
 KN0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KN0143'2.2 MI NW FROM COLTON.
 KN0143'2.2 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0143'FROM COLTON, UTAH COUNTY, AT BRIDGE 646 A, AND IN THE TOP OF THE EAST
 KN0143'END OF THE NORTH ABUTMENT.  A STANDARD DISK, STAMPED D 15 1927.
 KN0143
 KN0143                          STATION RECOVERY (1974)
 KN0143
 KN0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KN0143'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0341 ***********************************************************************
 HN0341  DESIGNATION -  D 150
 HN0341  PID         -  HN0341
 HN0341  STATE/COUNTY-  UT/KANE
 HN0341  COUNTRY     -  US
 HN0341  USGS QUAD   -  HALL MESA (2017)
 HN0341
 HN0341                         *CURRENT SURVEY CONTROL
 HN0341  ______________________________________________________________________
 HN0341* NAD 83(1986) POSITION- 37 31 32.     (N) 110 50 09.     (W)   SCALED
 HN0341* NAVD 88 ORTHO HEIGHT -  1138.083 (meters)     3733.86  (feet) ADJUSTED
 HN0341  ______________________________________________________________________
 HN0341  GEOID HEIGHT    -        -22.235 (meters)                     GEOID18
 HN0341  DYNAMIC HEIGHT  -       1136.781 (meters)     3729.59  (feet) COMP
 HN0341  MODELED GRAVITY -    979,449.7   (mgal)                       NAVD 88
 HN0341
 HN0341  VERT ORDER      -  FIRST     CLASS II
 HN0341
 HN0341.The horizontal coordinates were scaled from a map and have
 HN0341.an estimated accuracy of +/- 6 seconds.
 HN0341
 HN0341.The orthometric height was determined by differential leveling and
 HN0341.adjusted by the NATIONAL GEODETIC SURVEY
 HN0341.in June 1991.
 HN0341
 HN0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0341.GEOID18 height accuracy estimate available here.
 HN0341
 HN0341.Click photographs - Photos may exist for this station.
 HN0341
 HN0341.The dynamic height is computed by dividing the NAVD 88
 HN0341.geopotential number by the normal gravity value computed on the
 HN0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0341.degrees latitude (g = 980.6199 gals.).
 HN0341
 HN0341.The modeled gravity was interpolated from observed gravity values.
 HN0341
 HN0341;                    North         East    Units  Estimated Accuracy
 HN0341;SPC UT S     - 3,095,530.      558,710.      MT  (+/- 180 meters Scaled)
 HN0341
 HN0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG145531(NAD 83)
 HN0341
 HN0341                          SUPERSEDED SURVEY CONTROL
 HN0341
 HN0341  NGVD 29 (??/??/92) 1137.005  (m)         3730.32   (f) ADJ UNCH    1 2
 HN0341
 HN0341.Superseded values are not recommended for survey control.
 HN0341
 HN0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0341.See file dsdata.pdf to determine how the superseded data were derived.
 HN0341
 HN0341_MARKER: DB = BENCH MARK DISK
 HN0341_SETTING: 66 = SET IN ROCK OUTCROP
 HN0341_STAMPING: D 150 1962
 HN0341_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0341+STABILITY: POSITION/ELEVATION WELL
 HN0341
 HN0341  HISTORY     - Date     Condition        Report By
 HN0341  HISTORY     - 1962     MONUMENTED       CGS
 HN0341
 HN0341                          STATION DESCRIPTION
 HN0341
 HN0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0341'8.25 MI S FROM HALL DIVIDE.
 HN0341'ABOUT 7.6 MILES SOUTH-SOUTHEAST ALONG HALL CREEK FROM THE TOP OF HALL
 HN0341'DIVIDE.  THENCE 0.65 MILE SOUTH-SOUTHEAST ACROSS COUNTRY, ABOUT 0.3
 HN0341'MILE WEST-SOUTHWEST OF THE ABANDONED BAKER RANCH, ABOUT 0.25 MILE
 HN0341'NORTHWEST OF A WOODEN GATE IN A FENCE LINE, 88 FEET NORTHWEST OF THE
 HN0341'NORTHWEST END OF A 50 BY 200 FT. SANDSTONE FORMATION, 56.0 FEET SOUTH
 HN0341'OF A METAL WITNESS POST, AND SET IN THE TOP OF A SANDSTONE OUTCROP
 HN0341'WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0415 ***********************************************************************
 HN0415  DESIGNATION -  D 151
 HN0415  PID         -  HN0415
 HN0415  STATE/COUNTY-  UT/KANE
 HN0415  COUNTRY     -  US
 HN0415  USGS QUAD   -  SMOKY HOLLOW (2017)
 HN0415
 HN0415                         *CURRENT SURVEY CONTROL
 HN0415  ______________________________________________________________________
 HN0415* NAD 83(1986) POSITION- 37 07 53.85   (N) 111 26 08.22   (W)   HD_HELD1
 HN0415* NAVD 88 ORTHO HEIGHT -  1308.579 (meters)     4293.23  (feet) ADJUSTED
 HN0415  ______________________________________________________________________
 HN0415  GEOID HEIGHT    -        -23.187 (meters)                     GEOID18
 HN0415  DYNAMIC HEIGHT  -       1307.084 (meters)     4288.32  (feet) COMP
 HN0415  MODELED GRAVITY -    979,443.9   (mgal)                       NAVD 88
 HN0415
 HN0415  VERT ORDER      -  FIRST     CLASS II
 HN0415
 HN0415.The horizontal coordinates were determined by differentially corrected
 HN0415.hand held GPS observations or other comparable positioning techniques
 HN0415.and have an estimated accuracy of +/- 3 meters.
 HN0415
 HN0415.The orthometric height was determined by differential leveling and
 HN0415.adjusted by the NATIONAL GEODETIC SURVEY
 HN0415.in June 1991.
 HN0415
 HN0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0415.GEOID18 height accuracy estimate available here.
 HN0415
 HN0415.Click photographs - Photos may exist for this station.
 HN0415
 HN0415.The dynamic height is computed by dividing the NAVD 88
 HN0415.geopotential number by the normal gravity value computed on the
 HN0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0415.degrees latitude (g = 980.6199 gals.).
 HN0415
 HN0415.The modeled gravity was interpolated from observed gravity values.
 HN0415
 HN0415;                    North         East    Units  Estimated Accuracy
 HN0415;SPC UT S     - 3,051,604.8     505,721.1     MT  (+/- 3 meters HH1 GPS) 
 HN0415
 HN0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG6130709562(NAD 83)
 HN0415
 HN0415                          SUPERSEDED SURVEY CONTROL
 HN0415
 HN0415  NGVD 29 (??/??/92) 1307.647  (m)         4290.17   (f) ADJ UNCH    1 2
 HN0415
 HN0415.Superseded values are not recommended for survey control.
 HN0415
 HN0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0415.See file dsdata.pdf to determine how the superseded data were derived.
 HN0415
 HN0415_MARKER: DB = BENCH MARK DISK
 HN0415_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0415_STAMPING: D 151 1962
 HN0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0415
 HN0415  HISTORY     - Date     Condition        Report By
 HN0415  HISTORY     - 1962     MONUMENTED       CGS
 HN0415  HISTORY     - 1979     GOOD             USGS
 HN0415  HISTORY     - 1979     GOOD             USGS
 HN0415
 HN0415                          STATION DESCRIPTION
 HN0415
 HN0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0415'17.75 MI E FROM GLEN CANYON CITY.
 HN0415'ABOUT 17.75 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0415'SERVICE STATION AT GLEN CANYON CITY, 0.3 MILE SOUTHWEST OF A TRAIL
 HN0415'ROAD JUNCTION, ABOUT 0.1 MILE EAST OF A SMALL POINTED HILL, ON THE
 HN0415'CREST OF A HILL, 41 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 2.0
 HN0415'FEET NORTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A 6-INCH
 HN0415'CONCRETE PIPE WHICH IS FILLED WITH CONCRETE AND WHICH IS EMBEDDED IN
 HN0415'CONCRETE AND WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 HN0415
 HN0415                          STATION RECOVERY (1979)
 HN0415
 HN0415'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HN0415'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E. ON GRAIDED
 HN0415'DIRT ROAD FOR 13.7 MILES TO ROAD FORK WITH SIGN ESCALANTE 88 MI. AND
 HN0415'GRAND BENCH 27 MI. GO RIGHT E. ON DIRT ROAD FOR 2.9 MILES TO BM SITE.
 HN0415'41 FT. N. CENTER OF ROAD AND SET IN THE TOP OF A SIX INCH CONCRETE
 HN0415'PIPE.
 HN0415
 HN0415                          STATION RECOVERY (1979)
 HN0415
 HN0415'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HN0415'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E. ON GRAIDED
 HN0415'DIRT ROAD FOR 13.7 MILES TO ROAD FORK WITH SIGN ESCALANTE 88 MI. AND
 HN0415'GRAND BENCH 27 MI. GO RIGHT E. ON DIRT ROAD FOR 2.9 MILES TO BM SITE.
 HN0415'41 FT. N. CENTER OF ROAD AND SET IN THE TOP OF A SIX INCH CONCRETE
 HN0415'PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0276 ***********************************************************************
 HN0276  DESIGNATION -  D 152
 HN0276  PID         -  HN0276
 HN0276  STATE/COUNTY-  UT/KANE
 HN0276  COUNTRY     -  US
 HN0276  USGS QUAD   -  NASJA MESA (2017)
 HN0276
 HN0276                         *CURRENT SURVEY CONTROL
 HN0276  ______________________________________________________________________
 HN0276* NAD 83(1986) POSITION- 37 11 01.     (N) 110 57 09.     (W)   SCALED
 HN0276* NAVD 88 ORTHO HEIGHT -  1309.058 (meters)     4294.80  (feet) ADJUSTED
 HN0276  ______________________________________________________________________
 HN0276  GEOID HEIGHT    -        -22.801 (meters)                     GEOID18
 HN0276  DYNAMIC HEIGHT  -       1307.461 (meters)     4289.56  (feet) COMP
 HN0276  MODELED GRAVITY -    979,368.1   (mgal)                       NAVD 88
 HN0276
 HN0276  VERT ORDER      -  FIRST     CLASS II
 HN0276
 HN0276.The horizontal coordinates were scaled from a map and have
 HN0276.an estimated accuracy of +/- 6 seconds.
 HN0276
 HN0276.The orthometric height was determined by differential leveling and
 HN0276.adjusted by the NATIONAL GEODETIC SURVEY
 HN0276.in June 1991.
 HN0276
 HN0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0276.GEOID18 height accuracy estimate available here.
 HN0276
 HN0276.Click photographs - Photos may exist for this station.
 HN0276
 HN0276.The dynamic height is computed by dividing the NAVD 88
 HN0276.geopotential number by the normal gravity value computed on the
 HN0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0276.degrees latitude (g = 980.6199 gals.).
 HN0276
 HN0276.The modeled gravity was interpolated from observed gravity values.
 HN0276
 HN0276;                    North         East    Units  Estimated Accuracy
 HN0276;SPC UT S     - 3,057,520.      548,620.      MT  (+/- 180 meters Scaled)
 HN0276
 HN0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG042152(NAD 83)
 HN0276
 HN0276                          SUPERSEDED SURVEY CONTROL
 HN0276
 HN0276  NGVD 29 (??/??/92) 1307.967  (m)         4291.22   (f) ADJ UNCH    1 2
 HN0276
 HN0276.Superseded values are not recommended for survey control.
 HN0276
 HN0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0276.See file dsdata.pdf to determine how the superseded data were derived.
 HN0276
 HN0276_MARKER: DB = BENCH MARK DISK
 HN0276_SETTING: 66 = SET IN ROCK OUTCROP
 HN0276_STAMPING: D 152 1962
 HN0276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0276+STABILITY: POSITION/ELEVATION WELL
 HN0276
 HN0276  HISTORY     - Date     Condition        Report By
 HN0276  HISTORY     - 1962     MONUMENTED       CGS
 HN0276
 HN0276                          STATION DESCRIPTION
 HN0276
 HN0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0276'11.15 MI SW FROM HOLE-IN-THE-ROCK.
 HN0276'11.15 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK.
 HN0276'ABOUT 0.4 MILE NORTHWEST OF A POINT IN THE CLIFFS ON THE WEST SIDE OF
 HN0276'THE RIVER, ABOUT 0.3 MILE NORTHEAST OF THE BASE OF A HIGH ROCK CLIFF,
 HN0276'0.25 MILE NORTHWEST OF A MUSHROOM SHAPED SANDSTONE FORMATION, ON THE
 HN0276'NORTHEAST EDGE OF A ROCK, 11.0 FEET SOUTH OF A METAL WITNESS POST, AND
 HN0276'ABOUT 2 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0467 ***********************************************************************
 HN0467  DESIGNATION -  D 153
 HN0467  PID         -  HN0467
 HN0467  STATE/COUNTY-  UT/KANE
 HN0467  COUNTRY     -  US
 HN0467  USGS QUAD   -  NAVAJO POINT (2017)
 HN0467
 HN0467                         *CURRENT SURVEY CONTROL
 HN0467  ______________________________________________________________________
 HN0467* NAD 83(1986) POSITION- 37 12 00.     (N) 111 01 00.     (W)   SCALED
 HN0467* NAVD 88 ORTHO HEIGHT -  1935.931 (meters)     6351.47  (feet) ADJUSTED
 HN0467  ______________________________________________________________________
 HN0467  GEOID HEIGHT    -        -22.717 (meters)                     GEOID18
 HN0467  DYNAMIC HEIGHT  -       1933.463 (meters)     6343.37  (feet) COMP
 HN0467  MODELED GRAVITY -    979,287.5   (mgal)                       NAVD 88
 HN0467
 HN0467  VERT ORDER      -  FIRST     CLASS II
 HN0467
 HN0467.The horizontal coordinates were scaled from a map and have
 HN0467.an estimated accuracy of +/- 6 seconds.
 HN0467
 HN0467.The orthometric height was determined by differential leveling and
 HN0467.adjusted by the NATIONAL GEODETIC SURVEY
 HN0467.in June 1991.
 HN0467
 HN0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0467.GEOID18 height accuracy estimate available here.
 HN0467
 HN0467.Click photographs - Photos may exist for this station.
 HN0467
 HN0467.The dynamic height is computed by dividing the NAVD 88
 HN0467.geopotential number by the normal gravity value computed on the
 HN0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0467.degrees latitude (g = 980.6199 gals.).
 HN0467
 HN0467.The modeled gravity was interpolated from observed gravity values.
 HN0467
 HN0467;                    North         East    Units  Estimated Accuracy
 HN0467;SPC UT S     - 3,059,300.      542,910.      MT  (+/- 180 meters Scaled)
 HN0467
 HN0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG985170(NAD 83)
 HN0467
 HN0467                          SUPERSEDED SURVEY CONTROL
 HN0467
 HN0467  NGVD 29 (??/??/92) 1934.824  (m)         6347.84   (f) ADJ UNCH    1 2
 HN0467
 HN0467.Superseded values are not recommended for survey control.
 HN0467
 HN0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0467.See file dsdata.pdf to determine how the superseded data were derived.
 HN0467
 HN0467_MARKER: DB = BENCH MARK DISK
 HN0467_SETTING: 80 = SET IN A BOULDER
 HN0467_STAMPING: D 153 1962
 HN0467_MARK LOGO: CGS
 HN0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0467+STABILITY: SURFACE MOTION
 HN0467
 HN0467  HISTORY     - Date     Condition        Report By
 HN0467  HISTORY     - 1962     MONUMENTED       CGS
 HN0467
 HN0467                          STATION DESCRIPTION
 HN0467
 HN0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0467'13.3 MI SW FROM HOLE IN THE ROCK.
 HN0467'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0467'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0467'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0467'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0467'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0467'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0467'PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0467'HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0467'CLIFFS.  THENCE 1.55 MILES SOUTH-SOUTHEAST ALONG A COW PATH, 36 FEET
 HN0467'NORTHEAST OF THE COW PATH, 6.8 FEET SOUTHEAST OF A METAL WITNESS POST,
 HN0467'AND SET IN THE TOP OF A LARGE BOULDER WHICH PROJECTS ABOUT 5 FEET
 HN0467'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0308 ***********************************************************************
 HN0308  DESIGNATION -  D 154
 HN0308  PID         -  HN0308
 HN0308  STATE/COUNTY-  UT/KANE
 HN0308  COUNTRY     -  US
 HN0308  USGS QUAD   -  THE RINCON NE (2017)
 HN0308
 HN0308                         *CURRENT SURVEY CONTROL
 HN0308  ______________________________________________________________________
 HN0308* NAD 83(1986) POSITION- 37 27 00.     (N) 110 45 28.     (W)   SCALED
 HN0308* NAVD 88 ORTHO HEIGHT -  1209.586 (meters)     3968.45  (feet) ADJUSTED
 HN0308  ______________________________________________________________________
 HN0308  GEOID HEIGHT    -        -22.481 (meters)                     GEOID18
 HN0308  DYNAMIC HEIGHT  -       1208.225 (meters)     3963.98  (feet) COMP
 HN0308  MODELED GRAVITY -    979,465.9   (mgal)                       NAVD 88
 HN0308
 HN0308  VERT ORDER      -  FIRST     CLASS II
 HN0308
 HN0308.The horizontal coordinates were scaled from a map and have
 HN0308.an estimated accuracy of +/- 6 seconds.
 HN0308
 HN0308.The orthometric height was determined by differential leveling and
 HN0308.adjusted by the NATIONAL GEODETIC SURVEY
 HN0308.in June 1991.
 HN0308
 HN0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0308.GEOID18 height accuracy estimate available here.
 HN0308
 HN0308.Click photographs - Photos may exist for this station.
 HN0308
 HN0308.The dynamic height is computed by dividing the NAVD 88
 HN0308.geopotential number by the normal gravity value computed on the
 HN0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0308.degrees latitude (g = 980.6199 gals.).
 HN0308
 HN0308.The modeled gravity was interpolated from observed gravity values.
 HN0308
 HN0308;                    North         East    Units  Estimated Accuracy
 HN0308;SPC UT S     - 3,087,200.      565,670.      MT  (+/- 180 meters Scaled)
 HN0308
 HN0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG214448(NAD 83)
 HN0308
 HN0308                          SUPERSEDED SURVEY CONTROL
 HN0308
 HN0308  NGVD 29 (??/??/92) 1208.551  (m)         3965.05   (f) ADJ UNCH    1 2
 HN0308
 HN0308.Superseded values are not recommended for survey control.
 HN0308
 HN0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0308.See file dsdata.pdf to determine how the superseded data were derived.
 HN0308
 HN0308_MARKER: DB = BENCH MARK DISK
 HN0308_SETTING: 66 = SET IN ROCK OUTCROP
 HN0308_STAMPING: D 154 1962
 HN0308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0308+STABILITY: POSITION/ELEVATION WELL
 HN0308
 HN0308  HISTORY     - Date     Condition        Report By
 HN0308  HISTORY     - 1962     MONUMENTED       CGS
 HN0308
 HN0308                          STATION DESCRIPTION
 HN0308
 HN0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0308'17.05 MI S FROM HALL DIVIDE.
 HN0308'7.6 MILES SOUTH-SOUTHEAST ALONG HALL CREEK FROM THE TOP OF HALL
 HN0308'DIVIDE.  THENCE 9.45 MILES SOUTH-SOUTHEAST ACROSS COUNTRY TOWARDS THE
 HN0308'COLORADO RIVER, ON THE TOP OF A NARROW RIDGE BETWEEN TWO CANYONS,
 HN0308'ABOUT 129 FEET SOUTHWEST OF THE SOUTHWEST END OF A WEATHERED SANDSTONE
 HN0308'FORMATION ON THE RIDGE, AND SET IN THE TOP OF BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0424 ***********************************************************************
 MS0424  DESIGNATION -  D 155
 MS0424  PID         -  MS0424
 MS0424  STATE/COUNTY-  UT/BOX ELDER
 MS0424  COUNTRY     -  US
 MS0424  USGS QUAD   -  BOVINE SE (2017)
 MS0424
 MS0424                         *CURRENT SURVEY CONTROL
 MS0424  ______________________________________________________________________
 MS0424* NAD 83(1986) POSITION- 41 18 19.     (N) 113 32 24.     (W)   SCALED
 MS0424* NAVD 88 ORTHO HEIGHT -  1285.987 (meters)     4219.11  (feet) ADJUSTED
 MS0424  ______________________________________________________________________
 MS0424  GEOID HEIGHT    -        -16.956 (meters)                     GEOID18
 MS0424  DYNAMIC HEIGHT  -       1285.086 (meters)     4216.15  (feet) COMP
 MS0424  MODELED GRAVITY -    979,878.5   (mgal)                       NAVD 88
 MS0424
 MS0424  VERT ORDER      -  SECOND    CLASS 0
 MS0424
 MS0424.The horizontal coordinates were scaled from a map and have
 MS0424.an estimated accuracy of +/- 6 seconds.
 MS0424
 MS0424.The orthometric height was determined by differential leveling and
 MS0424.adjusted by the NATIONAL GEODETIC SURVEY
 MS0424.in June 1991.
 MS0424
 MS0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0424.GEOID18 height accuracy estimate available here.
 MS0424
 MS0424.Click photographs - Photos may exist for this station.
 MS0424
 MS0424.The dynamic height is computed by dividing the NAVD 88
 MS0424.geopotential number by the normal gravity value computed on the
 MS0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0424.degrees latitude (g = 980.6199 gals.).
 MS0424
 MS0424.The modeled gravity was interpolated from observed gravity values.
 MS0424
 MS0424;                    North         East    Units  Estimated Accuracy
 MS0424;SPC UT N     - 1,109,940.      329,180.      MT  (+/- 180 meters Scaled)
 MS0424
 MS0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL873757(NAD 83)
 MS0424
 MS0424                          SUPERSEDED SURVEY CONTROL
 MS0424
 MS0424  NGVD 29 (??/??/92) 1285.00   (m)         4215.9    (f) COMPUTED    2 0
 MS0424
 MS0424.Superseded values are not recommended for survey control.
 MS0424
 MS0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0424.See file dsdata.pdf to determine how the superseded data were derived.
 MS0424
 MS0424_MARKER: DB = BENCH MARK DISK
 MS0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0424_STAMPING: D 155 1966
 MS0424_MARK LOGO: CGS
 MS0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0424+STABILITY: SURFACE MOTION
 MS0424
 MS0424  HISTORY     - Date     Condition        Report By
 MS0424  HISTORY     - 1966     MONUMENTED       CGS
 MS0424
 MS0424                          STATION DESCRIPTION
 MS0424
 MS0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0424'19.6 MI E FROM LUCIN.
 MS0424'19.6 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE CROSSING
 MS0424'OF STATE HIGHWAY 70 AT LUCIN, 2 FEET NORTH OF MILE POST 699, 60.2 FEET
 MS0424'NORTH OF THE NORTH RAIL, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT 7
 MS0424'FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING
 MS0424'0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0158 ***********************************************************************
 LO0158  DESIGNATION -  D 159
 LO0158  PID         -  LO0158
 LO0158  STATE/COUNTY-  UT/SUMMIT
 LO0158  COUNTRY     -  US
 LO0158  USGS QUAD   -  IRON MINE MOUNTAIN (2017)
 LO0158
 LO0158                         *CURRENT SURVEY CONTROL
 LO0158  ______________________________________________________________________
 LO0158* NAD 83(1986) POSITION- 40 36 21.     (N) 110 57 47.     (W)   SCALED
 LO0158* NAVD 88 ORTHO HEIGHT -  2599.264 (meters)     8527.75  (feet) ADJUSTED
 LO0158  ______________________________________________________________________
 LO0158  GEOID HEIGHT    -        -13.403 (meters)                     GEOID18
 LO0158  DYNAMIC HEIGHT  -       2596.535 (meters)     8518.80  (feet) COMP
 LO0158  MODELED GRAVITY -    979,480.3   (mgal)                       NAVD 88
 LO0158
 LO0158  VERT ORDER      -  SECOND    CLASS 0
 LO0158
 LO0158.The horizontal coordinates were scaled from a map and have
 LO0158.an estimated accuracy of +/- 6 seconds.
 LO0158
 LO0158.The orthometric height was determined by differential leveling and
 LO0158.adjusted by the NATIONAL GEODETIC SURVEY
 LO0158.in June 1991.
 LO0158
 LO0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0158.GEOID18 height accuracy estimate available here.
 LO0158
 LO0158.Click photographs - Photos may exist for this station.
 LO0158
 LO0158.The dynamic height is computed by dividing the NAVD 88
 LO0158.geopotential number by the normal gravity value computed on the
 LO0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0158.degrees latitude (g = 980.6199 gals.).
 LO0158
 LO0158.The modeled gravity was interpolated from observed gravity values.
 LO0158
 LO0158;                    North         East    Units  Estimated Accuracy
 LO0158;SPC UT N     - 1,030,400.      545,450.      MT  (+/- 180 meters Scaled)
 LO0158
 LO0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK031950(NAD 83)
 LO0158
 LO0158                          SUPERSEDED SURVEY CONTROL
 LO0158
 LO0158  NGVD 29 (??/??/92) 2597.772  (m)         8522.86   (f) ADJ UNCH    2 0
 LO0158
 LO0158.Superseded values are not recommended for survey control.
 LO0158
 LO0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0158.See file dsdata.pdf to determine how the superseded data were derived.
 LO0158
 LO0158_MARKER: DB = BENCH MARK DISK
 LO0158_SETTING: 66 = SET IN ROCK OUTCROP
 LO0158_STAMPING: D 159 1962
 LO0158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0158+STABILITY: POSITION/ELEVATION WELL
 LO0158
 LO0158  HISTORY     - Date     Condition        Report By
 LO0158  HISTORY     - 1962     MONUMENTED       CGS
 LO0158
 LO0158                          STATION DESCRIPTION
 LO0158
 LO0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0158'20.55 MI E FROM KAMAS.
 LO0158'20.55 MILES EAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0158'HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP OF AN OUT CROP WHICH
 LO0158'PROJECTS 1.0 FOOT ABOVE THE GROUND, 39 FEET NORTHWEST OF THE CENTER
 LO0158'LINE OF THE HIGHWAY, 12 FEET NORTH OF A WITNESS POST, AND ABOUT 3 1/2
 LO0158'FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0172 ***********************************************************************
 LO0172  DESIGNATION -  D 160
 LO0172  PID         -  LO0172
 LO0172  STATE/COUNTY-  UT/SUMMIT
 LO0172  COUNTRY     -  US
 LO0172  USGS QUAD   -  MIRROR LAKE (2017)
 LO0172
 LO0172                         *CURRENT SURVEY CONTROL
 LO0172  ______________________________________________________________________
 LO0172* NAD 83(1986) POSITION- 40 41 14.     (N) 110 54 18.     (W)   SCALED
 LO0172* NAVD 88 ORTHO HEIGHT -  3267.338 (meters)    10719.59  (feet) ADJUSTED
 LO0172  ______________________________________________________________________
 LO0172  GEOID HEIGHT    -        -12.858 (meters)                     GEOID18
 LO0172  DYNAMIC HEIGHT  -       3263.797 (meters)    10707.97  (feet) COMP
 LO0172  MODELED GRAVITY -    979,418.8   (mgal)                       NAVD 88
 LO0172
 LO0172  VERT ORDER      -  SECOND    CLASS 0
 LO0172
 LO0172.The horizontal coordinates were scaled from a map and have
 LO0172.an estimated accuracy of +/- 6 seconds.
 LO0172
 LO0172.The orthometric height was determined by differential leveling and
 LO0172.adjusted by the NATIONAL GEODETIC SURVEY
 LO0172.in June 1991.
 LO0172
 LO0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0172.GEOID18 height accuracy estimate available here.
 LO0172
 LO0172.Click photographs - Photos may exist for this station.
 LO0172
 LO0172.The dynamic height is computed by dividing the NAVD 88
 LO0172.geopotential number by the normal gravity value computed on the
 LO0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0172.degrees latitude (g = 980.6199 gals.).
 LO0172
 LO0172.The modeled gravity was interpolated from observed gravity values.
 LO0172
 LO0172;                    North         East    Units  Estimated Accuracy
 LO0172;SPC UT N     - 1,039,470.      550,300.      MT  (+/- 180 meters Scaled)
 LO0172
 LO0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL080040(NAD 83)
 LO0172
 LO0172                          SUPERSEDED SURVEY CONTROL
 LO0172
 LO0172  NGVD 29 (??/??/92) 3265.798  (m)        10714.54   (f) ADJ UNCH    2 0
 LO0172
 LO0172.Superseded values are not recommended for survey control.
 LO0172
 LO0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0172.See file dsdata.pdf to determine how the superseded data were derived.
 LO0172
 LO0172_MARKER: DB = BENCH MARK DISK
 LO0172_SETTING: 66 = SET IN ROCK OUTCROP
 LO0172_STAMPING: D 160 1962
 LO0172_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0172+STABILITY: POSITION/ELEVATION WELL
 LO0172
 LO0172  HISTORY     - Date     Condition        Report By
 LO0172  HISTORY     - 1962     MONUMENTED       CGS
 LO0172
 LO0172                          STATION DESCRIPTION
 LO0172
 LO0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0172'30.1 MI NE FROM KAMAS.
 LO0172'30.1 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0172'HIGHWAY 189 ALTERNATE AT KAMAS, 34.7 FEET SOUTH OF THE SOUTHWEST POST
 LO0172'SUPPORTING BALD MTN, ELEVATION 10,678 FT. SIGN, 53 FEET SOUTHWEST OF
 LO0172'THE CENTER LINE OF THE HIGHWAY, 82 FEET WEST OF THE CENTER OF THE
 LO0172'JUNCTION OF BALD MOUNTAIN TRAIL ROAD, IN THE TOP OF A MASSIVE OUTCROP,
 LO0172'ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND 1.0 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0253 ***********************************************************************
 LO0253  DESIGNATION -  D 161
 LO0253  PID         -  LO0253
 LO0253  STATE/COUNTY-  UT/SUMMIT
 LO0253  COUNTRY     -  US
 LO0253  USGS QUAD   -  COALVILLE (2017)
 LO0253
 LO0253                         *CURRENT SURVEY CONTROL
 LO0253  ______________________________________________________________________
 LO0253* NAD 83(1986) POSITION- 40 54 45.     (N) 111 23 59.     (W)   SCALED
 LO0253* NAVD 88 ORTHO HEIGHT -  1699.069 (meters)     5574.36  (feet) ADJUSTED
 LO0253  ______________________________________________________________________
 LO0253  GEOID HEIGHT    -        -15.841 (meters)                     GEOID18
 LO0253  DYNAMIC HEIGHT  -       1697.562 (meters)     5569.42  (feet) COMP
 LO0253  MODELED GRAVITY -    979,678.2   (mgal)                       NAVD 88
 LO0253
 LO0253  VERT ORDER      -  SECOND    CLASS 0
 LO0253
 LO0253.The horizontal coordinates were scaled from a map and have
 LO0253.an estimated accuracy of +/- 6 seconds.
 LO0253
 LO0253.The orthometric height was determined by differential leveling and
 LO0253.adjusted by the NATIONAL GEODETIC SURVEY
 LO0253.in June 1991.
 LO0253
 LO0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0253.GEOID18 height accuracy estimate available here.
 LO0253
 LO0253.Click photographs - Photos may exist for this station.
 LO0253
 LO0253.The dynamic height is computed by dividing the NAVD 88
 LO0253.geopotential number by the normal gravity value computed on the
 LO0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0253.degrees latitude (g = 980.6199 gals.).
 LO0253
 LO0253.The modeled gravity was interpolated from observed gravity values.
 LO0253
 LO0253;                    North         East    Units  Estimated Accuracy
 LO0253;SPC UT N     - 1,064,320.      508,450.      MT  (+/- 180 meters Scaled)
 LO0253
 LO0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL663291(NAD 83)
 LO0253
 LO0253                          SUPERSEDED SURVEY CONTROL
 LO0253
 LO0253  NGVD 29 (??/??/92) 1697.809  (m)         5570.23   (f) ADJ UNCH    2 0
 LO0253
 LO0253.Superseded values are not recommended for survey control.
 LO0253
 LO0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0253.See file dsdata.pdf to determine how the superseded data were derived.
 LO0253
 LO0253_MARKER: DB = BENCH MARK DISK
 LO0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0253_STAMPING: D 161 1962
 LO0253_MARK LOGO: CGS
 LO0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0253+STABILITY: SURFACE MOTION
 LO0253
 LO0253  HISTORY     - Date     Condition        Report By
 LO0253  HISTORY     - 1962     MONUMENTED       CGS
 LO0253  HISTORY     - 20200706 MARK NOT FOUND   NGS
 LO0253
 LO0253                          STATION DESCRIPTION
 LO0253
 LO0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0253'IN COALVILLE.
 LO0253'AT COALVILLE, 0.25 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM
 LO0253'THE STATION, 0.1 MILE NORTH OF MILEPOST 6, 0.05 MILE SOUTH OF THE
 LO0253'CROSSING OF A ROAD, 44 FEET WEST OF THE WEST RAIL, 6.6 FEET NORTH OF
 LO0253'THE NORTH END OF A GATE ACROSS THE ENTRANCE ROAD TO THE COALVILLE
 LO0253'SUBSTATION OF THE UTAH POWER, 4 FEET SOUTHEAST OF A POWER POLE, 2.0
 LO0253'FEET EAST OF A FENCE, 1.7 FEET NORTH OF A WITNESS POST, ABOUT 1 1/2
 LO0253'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 LO0253'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LO0253
 LO0253                          STATION RECOVERY (2020)
 LO0253
 LO0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2020 (DW)
 LO0253'RAILROAD REMOVED, BUT GRADE IS OBVIOUS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0352 ***********************************************************************
 LO0352  DESIGNATION -  D 162
 LO0352  PID         -  LO0352
 LO0352  STATE/COUNTY-  UT/SUMMIT
 LO0352  COUNTRY     -  US
 LO0352  USGS QUAD   -  RED HOLE (2017)
 LO0352
 LO0352                         *CURRENT SURVEY CONTROL
 LO0352  ______________________________________________________________________
 LO0352* NAD 83(1986) POSITION- 40 59 17.     (N) 111 04 10.     (W)   SCALED
 LO0352* NAVD 88 ORTHO HEIGHT -  2124.649 (meters)     6970.62  (feet) ADJUSTED
 LO0352  ______________________________________________________________________
 LO0352  GEOID HEIGHT    -        -14.800 (meters)                     GEOID18
 LO0352  DYNAMIC HEIGHT  -       2122.619 (meters)     6963.96  (feet) COMP
 LO0352  MODELED GRAVITY -    979,592.6   (mgal)                       NAVD 88
 LO0352
 LO0352  VERT ORDER      -  SECOND    CLASS 0
 LO0352
 LO0352.The horizontal coordinates were scaled from a map and have
 LO0352.an estimated accuracy of +/- 6 seconds.
 LO0352
 LO0352.The orthometric height was determined by differential leveling and
 LO0352.adjusted by the NATIONAL GEODETIC SURVEY
 LO0352.in June 1991.
 LO0352
 LO0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0352.GEOID18 height accuracy estimate available here.
 LO0352
 LO0352.Click photographs - Photos may exist for this station.
 LO0352
 LO0352.The dynamic height is computed by dividing the NAVD 88
 LO0352.geopotential number by the normal gravity value computed on the
 LO0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0352.degrees latitude (g = 980.6199 gals.).
 LO0352
 LO0352.The modeled gravity was interpolated from observed gravity values.
 LO0352
 LO0352;                    North         East    Units  Estimated Accuracy
 LO0352;SPC UT N     - 1,072,800.      536,230.      MT  (+/- 180 meters Scaled)
 LO0352
 LO0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL941374(NAD 83)
 LO0352
 LO0352                          SUPERSEDED SURVEY CONTROL
 LO0352
 LO0352  NGVD 29 (??/??/92) 2123.249  (m)         6966.03   (f) ADJ UNCH    2 0
 LO0352
 LO0352.Superseded values are not recommended for survey control.
 LO0352
 LO0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0352.See file dsdata.pdf to determine how the superseded data were derived.
 LO0352
 LO0352_MARKER: DB = BENCH MARK DISK
 LO0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0352_STAMPING: D 162 1962
 LO0352_MARK LOGO: CGS
 LO0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0352+STABILITY: SURFACE MOTION
 LO0352
 LO0352  HISTORY     - Date     Condition        Report By
 LO0352  HISTORY     - 1962     MONUMENTED       CGS
 LO0352
 LO0352                          STATION DESCRIPTION
 LO0352
 LO0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0352'22.0 MI NE FROM COALVILLE.
 LO0352'22.0 MILES NORTHEAST ALONG STATE HIGHWAY 133 FROM THE COURT HOUSE AT
 LO0352'COALVILLE, 0.35 MILE NORTHEAST OF THE CREST OF A GRADE, 29 FEET
 LO0352'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.8 FEET WEST OF A
 LO0352'WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE
 LO0352'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0583 ***********************************************************************
 HN0583  DESIGNATION -  D 163
 HN0583  PID         -  HN0583
 HN0583  STATE/COUNTY-  UT/GARFIELD
 HN0583  COUNTRY     -  US
 HN0583  USGS QUAD   -  POSY LAKE (2017)
 HN0583
 HN0583                         *CURRENT SURVEY CONTROL
 HN0583  ______________________________________________________________________
 HN0583* NAD 83(1986) POSITION- 37 53 31.     (N) 111 40 01.     (W)   SCALED
 HN0583* NAVD 88 ORTHO HEIGHT -  2134.421 (meters)     7002.68  (feet) ADJUSTED
 HN0583  ______________________________________________________________________
 HN0583  GEOID HEIGHT    -        -19.058 (meters)                     GEOID18
 HN0583  DYNAMIC HEIGHT  -       2131.825 (meters)     6994.16  (feet) COMP
 HN0583  MODELED GRAVITY -    979,337.1   (mgal)                       NAVD 88
 HN0583
 HN0583  VERT ORDER      -  SECOND    CLASS 0
 HN0583
 HN0583.The horizontal coordinates were scaled from a map and have
 HN0583.an estimated accuracy of +/- 6 seconds.
 HN0583
 HN0583.The orthometric height was determined by differential leveling and
 HN0583.adjusted by the NATIONAL GEODETIC SURVEY
 HN0583.in June 1991.
 HN0583
 HN0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0583.GEOID18 height accuracy estimate available here.
 HN0583
 HN0583.Click photographs - Photos may exist for this station.
 HN0583
 HN0583.The dynamic height is computed by dividing the NAVD 88
 HN0583.geopotential number by the normal gravity value computed on the
 HN0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0583.degrees latitude (g = 980.6199 gals.).
 HN0583
 HN0583.The modeled gravity was interpolated from observed gravity values.
 HN0583
 HN0583;                    North         East    Units  Estimated Accuracy
 HN0583;SPC UT S     - 3,136,000.      485,320.      MT  (+/- 180 meters Scaled)
 HN0583
 HN0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG413940(NAD 83)
 HN0583
 HN0583                          SUPERSEDED SURVEY CONTROL
 HN0583
 HN0583  NGVD 29 (??/??/92) 2133.110  (m)         6998.38   (f) ADJ UNCH    2 0
 HN0583
 HN0583.Superseded values are not recommended for survey control.
 HN0583
 HN0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0583.See file dsdata.pdf to determine how the superseded data were derived.
 HN0583
 HN0583_MARKER: DB = BENCH MARK DISK
 HN0583_SETTING: 80 = SET IN A BOULDER
 HN0583_STAMPING: D 163 1962
 HN0583_MARK LOGO: CGS
 HN0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0583+STABILITY: SURFACE MOTION
 HN0583
 HN0583  HISTORY     - Date     Condition        Report By
 HN0583  HISTORY     - 1962     MONUMENTED       CGS
 HN0583  HISTORY     - 1963     GOOD             CGS
 HN0583
 HN0583                          STATION DESCRIPTION
 HN0583
 HN0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0583'10.8 MI N FROM ESCALANTE.
 HN0583'10.8 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 HN0583'ESCALANTE, IN THE TOP OF A 3- BY 4 1/2-FOOT BOULDER WHICH PROJECTS
 HN0583'ABOUT 1 FOOT ABOVE THE GROUND, 73 FEET SOUTHWEST OF THE CENTER LINE OF
 HN0583'THE ROAD, 71 FEET WEST OF THE CENTER OF THE SOUTHWEST END OF AN
 HN0583'18-INCH PIPE CULVERT, 57 FEET SOUTHWEST OF A 12-INCH PINE TREE WITH A
 HN0583'TRIANGULAR BLAZE, 44.5 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 4
 HN0583'FEET LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0648 ***********************************************************************
 HN0648  DESIGNATION -  D 164
 HN0648  PID         -  HN0648
 HN0648  STATE/COUNTY-  UT/GARFIELD
 HN0648  COUNTRY     -  US
 HN0648  USGS QUAD   -  UPPER VALLEY (2017)
 HN0648
 HN0648                         *CURRENT SURVEY CONTROL
 HN0648  ______________________________________________________________________
 HN0648* NAD 83(1986) POSITION- 37 42 21.06   (N) 111 47 23.59   (W)   HD_HELD1
 HN0648* NAVD 88 ORTHO HEIGHT -  2111.694 (meters)     6928.12  (feet) ADJUSTED
 HN0648  ______________________________________________________________________
 HN0648  GEOID HEIGHT    -        -19.927 (meters)                     GEOID18
 HN0648  DYNAMIC HEIGHT  -       2109.101 (meters)     6919.61  (feet) COMP
 HN0648  MODELED GRAVITY -    979,326.4   (mgal)                       NAVD 88
 HN0648
 HN0648  VERT ORDER      -  SECOND    CLASS 0
 HN0648
 HN0648.The horizontal coordinates were determined by differentially corrected
 HN0648.hand held GPS observations or other comparable positioning techniques
 HN0648.and have an estimated accuracy of +/- 3 meters.
 HN0648
 HN0648.The orthometric height was determined by differential leveling and
 HN0648.adjusted by the NATIONAL GEODETIC SURVEY
 HN0648.in June 1991.
 HN0648
 HN0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0648.GEOID18 height accuracy estimate available here.
 HN0648
 HN0648.Click photographs - Photos may exist for this station.
 HN0648
 HN0648.The dynamic height is computed by dividing the NAVD 88
 HN0648.geopotential number by the normal gravity value computed on the
 HN0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0648.degrees latitude (g = 980.6199 gals.).
 HN0648
 HN0648.The modeled gravity was interpolated from observed gravity values.
 HN0648
 HN0648;                    North         East    Units  Estimated Accuracy
 HN0648;SPC UT S     - 3,115,371.6     474,438.5     MT  (+/- 3 meters HH1 GPS) 
 HN0648
 HN0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG3037373472(NAD 83)
 HN0648
 HN0648                          SUPERSEDED SURVEY CONTROL
 HN0648
 HN0648  NGVD 29 (??/??/92) 2110.361  (m)         6923.74   (f) ADJ UNCH    2 0
 HN0648
 HN0648.Superseded values are not recommended for survey control.
 HN0648
 HN0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0648.See file dsdata.pdf to determine how the superseded data were derived.
 HN0648
 HN0648_MARKER: DB = BENCH MARK DISK
 HN0648_SETTING: 66 = SET IN ROCK OUTCROP
 HN0648_STAMPING: D 164 1963
 HN0648_MARK LOGO: CGS
 HN0648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0648+STABILITY: POSITION/ELEVATION WELL
 HN0648
 HN0648  HISTORY     - Date     Condition        Report By
 HN0648  HISTORY     - 1963     MONUMENTED       CGS
 HN0648
 HN0648                          STATION DESCRIPTION
 HN0648
 HN0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0648'12.75 MI SW FROM ESCALANTE.
 HN0648'12.75 MILES SOUTHWEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD
 HN0648'CHURCH AT ESCALANTE, 0.55 MILE NORTH OF A DIXIE NATIONAL FOREST SIGN,
 HN0648'ABOUT 0.1 MILE SOUTH OF THE CROSSING OF A POWER LINE, IN THE TOP OF A
 HN0648'40- BY 60-FOOT CONGLOMERATE OUTCROP WHICH PROJECTS ABOUT 4 FEET ABOVE
 HN0648'THE GROUND, 198 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 150 FEET
 HN0648'WEST OF A FENCE, 15.0 FEET EAST OF A WITNESS POST, AND ABOUT 3 FEET
 HN0648'HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0060 ***********************************************************************
 HO0060  DESIGNATION -  D 165
 HO0060  PID         -  HO0060
 HO0060  STATE/COUNTY-  UT/GARFIELD
 HO0060  COUNTRY     -  US
 HO0060  USGS QUAD   -  CANNONVILLE (2017)
 HO0060
 HO0060                         *CURRENT SURVEY CONTROL
 HO0060  ______________________________________________________________________
 HO0060* NAD 83(1986) POSITION- 37 34 15.48   (N) 112 03 24.21   (W)   HD_HELD1
 HO0060* NAVD 88 ORTHO HEIGHT -  1803.454 (meters)     5916.83  (feet) ADJUSTED
 HO0060  ______________________________________________________________________
 HO0060  GEOID HEIGHT    -        -20.524 (meters)                     GEOID18
 HO0060  DYNAMIC HEIGHT  -       1801.340 (meters)     5909.90  (feet) COMP
 HO0060  MODELED GRAVITY -    979,394.0   (mgal)                       NAVD 88
 HO0060
 HO0060  VERT ORDER      -  SECOND    CLASS 0
 HO0060
 HO0060.The horizontal coordinates were determined by differentially corrected
 HO0060.hand held GPS observations or other comparable positioning techniques
 HO0060.and have an estimated accuracy of +/- 3 meters.
 HO0060
 HO0060.The orthometric height was determined by differential leveling and
 HO0060.adjusted by the NATIONAL GEODETIC SURVEY
 HO0060.in June 1991.
 HO0060
 HO0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0060.GEOID18 height accuracy estimate available here.
 HO0060
 HO0060.Click photographs - Photos may exist for this station.
 HO0060
 HO0060.The dynamic height is computed by dividing the NAVD 88
 HO0060.geopotential number by the normal gravity value computed on the
 HO0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0060.degrees latitude (g = 980.6199 gals.).
 HO0060
 HO0060.The modeled gravity was interpolated from observed gravity values.
 HO0060
 HO0060;                    North         East    Units  Estimated Accuracy
 HO0060;SPC UT S     - 3,100,508.4     450,820.3     MT  (+/- 3 meters HH1 GPS) 
 HO0060
 HO0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0668358739(NAD 83)
 HO0060
 HO0060                          SUPERSEDED SURVEY CONTROL
 HO0060
 HO0060  NGVD 29 (??/??/92) 1802.201  (m)         5912.72   (f) ADJ UNCH    2 0
 HO0060
 HO0060.Superseded values are not recommended for survey control.
 HO0060
 HO0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0060.See file dsdata.pdf to determine how the superseded data were derived.
 HO0060
 HO0060_MARKER: DB = BENCH MARK DISK
 HO0060_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0060_SP_SET: CULVERT
 HO0060_STAMPING: D 165 1963
 HO0060_MARK LOGO: CGS
 HO0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0060+STABILITY: SURFACE MOTION
 HO0060
 HO0060  HISTORY     - Date     Condition        Report By
 HO0060  HISTORY     - 1963     MONUMENTED       CGS
 HO0060
 HO0060                          STATION DESCRIPTION
 HO0060
 HO0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0060'4.4 MI S FROM TROPIC.
 HO0060'4.4 MILES SOUTH ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT TROPIC,
 HO0060'0.1 MILE NORTH OF THE JUNCTION OF AN ASPHALT ROAD SOUTH TO
 HO0060'CANNONVILLE, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE HEAD
 HO0060'WALL OF AN 8-FOOT PIPE CULVERT, 28 FEET WEST OF THE CENTER LINE OF THE
 HO0060'HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0611 ***********************************************************************
 HN0611  DESIGNATION -  D 166
 HN0611  PID         -  HN0611
 HN0611  STATE/COUNTY-  UT/GARFIELD
 HN0611  COUNTRY     -  US
 HN0611  USGS QUAD   -  GRIFFIN POINT (2017)
 HN0611
 HN0611                         *CURRENT SURVEY CONTROL
 HN0611  ______________________________________________________________________
 HN0611* NAD 83(1986) POSITION- 37 49 34.     (N) 111 51 05.     (W)   SCALED
 HN0611* NAVD 88 ORTHO HEIGHT -  2420.067 (meters)     7939.84  (feet) ADJUSTED
 HN0611  ______________________________________________________________________
 HN0611  GEOID HEIGHT    -        -19.223 (meters)                     GEOID18
 HN0611  DYNAMIC HEIGHT  -       2416.984 (meters)     7929.72  (feet) COMP
 HN0611  MODELED GRAVITY -    979,268.1   (mgal)                       NAVD 88
 HN0611
 HN0611  VERT ORDER      -  SECOND    CLASS 0
 HN0611
 HN0611.The horizontal coordinates were scaled from a map and have
 HN0611.an estimated accuracy of +/- 6 seconds.
 HN0611
 HN0611.The orthometric height was determined by differential leveling and
 HN0611.adjusted by the NATIONAL GEODETIC SURVEY
 HN0611.in June 1991.
 HN0611
 HN0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0611.GEOID18 height accuracy estimate available here.
 HN0611
 HN0611.Click photographs - Photos may exist for this station.
 HN0611
 HN0611.The dynamic height is computed by dividing the NAVD 88
 HN0611.geopotential number by the normal gravity value computed on the
 HN0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0611.degrees latitude (g = 980.6199 gals.).
 HN0611
 HN0611.The modeled gravity was interpolated from observed gravity values.
 HN0611
 HN0611;                    North         East    Units  Estimated Accuracy
 HN0611;SPC UT S     - 3,128,740.      469,070.      MT  (+/- 180 meters Scaled)
 HN0611
 HN0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG250868(NAD 83)
 HN0611
 HN0611                          SUPERSEDED SURVEY CONTROL
 HN0611
 HN0611  NGVD 29 (??/??/92) 2418.628  (m)         7935.12   (f) ADJ UNCH    2 0
 HN0611
 HN0611.Superseded values are not recommended for survey control.
 HN0611
 HN0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0611.See file dsdata.pdf to determine how the superseded data were derived.
 HN0611
 HN0611_MARKER: DB = BENCH MARK DISK
 HN0611_SETTING: 80 = SET IN A BOULDER
 HN0611_STAMPING: D 166 1963
 HN0611_MARK LOGO: CGS
 HN0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0611+STABILITY: SURFACE MOTION
 HN0611
 HN0611  HISTORY     - Date     Condition        Report By
 HN0611  HISTORY     - 1963     MONUMENTED       CGS
 HN0611
 HN0611                          STATION DESCRIPTION
 HN0611
 HN0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0611'16.0 MI NW FROM ESCALANTE.
 HN0611'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0611'AT ESCALANTE, THENCE 11.15 MILES NORTHWEST ALONG A DIRT ROAD, IN THE
 HN0611'TOP OF A 5- BY 5-FOOT BOULDER WHICH PROJECTS ABOUT 3 1/2 FEET ABOVE
 HN0611'THE GROUND, 58 FEET NORTH OF THE CENTER LINE OF THE ROAD, 88 FEET
 HN0611'NORTH AND ACROSS THE ROAD FROM A 36-INCH PINE TREE, 3.0 FEET NORTHWEST
 HN0611'OF A WITNESS POST, AND ABOUT 8 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0217 ***********************************************************************
 JN0217  DESIGNATION -  D 167
 JN0217  PID         -  JN0217
 JN0217  STATE/COUNTY-  UT/WAYNE
 JN0217  COUNTRY     -  US
 JN0217  USGS QUAD   -  SMOOTH KNOLL (2017)
 JN0217
 JN0217                         *CURRENT SURVEY CONTROL
 JN0217  ______________________________________________________________________
 JN0217* NAD 83(1986) POSITION- 38 10 17.     (N) 111 40 00.     (W)   SCALED
 JN0217* NAVD 88 ORTHO HEIGHT -  2806.056 (meters)     9206.20  (feet) ADJUSTED
 JN0217  ______________________________________________________________________
 JN0217  GEOID HEIGHT    -        -17.755 (meters)                     GEOID18
 JN0217  DYNAMIC HEIGHT  -       2802.433 (meters)     9194.32  (feet) COMP
 JN0217  MODELED GRAVITY -    979,234.8   (mgal)                       NAVD 88
 JN0217
 JN0217  VERT ORDER      -  SECOND    CLASS 0
 JN0217
 JN0217.The horizontal coordinates were scaled from a map and have
 JN0217.an estimated accuracy of +/- 6 seconds.
 JN0217
 JN0217.The orthometric height was determined by differential leveling and
 JN0217.adjusted by the NATIONAL GEODETIC SURVEY
 JN0217.in June 1991.
 JN0217
 JN0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0217.GEOID18 height accuracy estimate available here.
 JN0217
 JN0217.Click photographs - Photos may exist for this station.
 JN0217
 JN0217.The dynamic height is computed by dividing the NAVD 88
 JN0217.geopotential number by the normal gravity value computed on the
 JN0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0217.degrees latitude (g = 980.6199 gals.).
 JN0217
 JN0217.The modeled gravity was interpolated from observed gravity values.
 JN0217
 JN0217;                    North         East    Units  Estimated Accuracy
 JN0217;SPC UT S     - 3,167,020.      485,400.      MT  (+/- 180 meters Scaled)
 JN0217
 JN0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH416250(NAD 83)
 JN0217
 JN0217                          SUPERSEDED SURVEY CONTROL
 JN0217
 JN0217  NGVD 29 (??/??/92) 2804.579  (m)         9201.36   (f) ADJ UNCH    2 0
 JN0217
 JN0217.Superseded values are not recommended for survey control.
 JN0217
 JN0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0217.See file dsdata.pdf to determine how the superseded data were derived.
 JN0217
 JN0217_MARKER: DB = BENCH MARK DISK
 JN0217_SETTING: 80 = SET IN A BOULDER
 JN0217_STAMPING: D 167 1963
 JN0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0217+STABILITY: SURFACE MOTION
 JN0217
 JN0217  HISTORY     - Date     Condition        Report By
 JN0217  HISTORY     - 1963     MONUMENTED       CGS
 JN0217
 JN0217                          STATION DESCRIPTION
 JN0217
 JN0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0217'18.0 MI S FROM LOA.
 JN0217'18.0 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0217'24 AT LOA, AT A SUMMIT, ON THE TOP OF A ROCKY RIDGE, IN THE TOP OF A
 JN0217'3- BY 4-FOOT BOULDER WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND,
 JN0217'131 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.5 FEET NORTH OF A
 JN0217'WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0238 ***********************************************************************
 JN0238  DESIGNATION -  D 168
 JN0238  PID         -  JN0238
 JN0238  STATE/COUNTY-  UT/WAYNE
 JN0238  COUNTRY     -  US
 JN0238  USGS QUAD   -  LOA (2017)
 JN0238
 JN0238                         *CURRENT SURVEY CONTROL
 JN0238  ______________________________________________________________________
 JN0238* NAD 83(1986) POSITION- 38 23 34.     (N) 111 38 34.     (W)   SCALED
 JN0238* NAVD 88 ORTHO HEIGHT -  2142.259 (meters)     7028.39  (feet) ADJUSTED
 JN0238  ______________________________________________________________________
 JN0238  GEOID HEIGHT    -        -17.733 (meters)                     GEOID18
 JN0238  DYNAMIC HEIGHT  -       2139.763 (meters)     7020.21  (feet) COMP
 JN0238  MODELED GRAVITY -    979,386.4   (mgal)                       NAVD 88
 JN0238
 JN0238  VERT ORDER      -  SECOND    CLASS 0
 JN0238
 JN0238.The horizontal coordinates were scaled from a map and have
 JN0238.an estimated accuracy of +/- 6 seconds.
 JN0238
 JN0238.The orthometric height was determined by differential leveling and
 JN0238.adjusted by the NATIONAL GEODETIC SURVEY
 JN0238.in June 1991.
 JN0238
 JN0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0238.GEOID18 height accuracy estimate available here.
 JN0238
 JN0238.Click photographs - Photos may exist for this station.
 JN0238
 JN0238.The dynamic height is computed by dividing the NAVD 88
 JN0238.geopotential number by the normal gravity value computed on the
 JN0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0238.degrees latitude (g = 980.6199 gals.).
 JN0238
 JN0238.The modeled gravity was interpolated from observed gravity values.
 JN0238
 JN0238;                    North         East    Units  Estimated Accuracy
 JN0238;SPC UT S     - 3,191,590.      487,530.      MT  (+/- 180 meters Scaled)
 JN0238
 JN0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH438495(NAD 83)
 JN0238
 JN0238                          SUPERSEDED SURVEY CONTROL
 JN0238
 JN0238  NGVD 29 (??/??/92) 2140.939  (m)         7024.06   (f) ADJ UNCH    2 0
 JN0238
 JN0238.Superseded values are not recommended for survey control.
 JN0238
 JN0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0238.See file dsdata.pdf to determine how the superseded data were derived.
 JN0238
 JN0238_MARKER: DB = BENCH MARK DISK
 JN0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0238_STAMPING: D 168 1963
 JN0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0238+STABILITY: SURFACE MOTION
 JN0238
 JN0238  HISTORY     - Date     Condition        Report By
 JN0238  HISTORY     - 1963     MONUMENTED       CGS
 JN0238
 JN0238                          STATION DESCRIPTION
 JN0238
 JN0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0238'0.35 MI S FROM LOA.
 JN0238'0.35 MILE SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0238'24 AT LOA, ABOUT 60 YARDS SOUTHEAST AND ACROSS THE ROAD FROM AN OLD
 JN0238'TWO STORY BRICK FARMHOUSE, 18 FEET EAST OF THE CENTER LINE OF THE
 JN0238'ROAD, 1 FOOT NORTH OF A POWER POLE AND IN LINE WITH THE POLES, 1.5
 JN0238'FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 JN0238'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0180 ***********************************************************************
 JN0180  DESIGNATION -  D 168 A
 JN0180  PID         -  JN0180
 JN0180  STATE/COUNTY-  UT/WAYNE
 JN0180  COUNTRY     -  US
 JN0180  USGS QUAD   -  LYMAN (2017)
 JN0180
 JN0180                         *CURRENT SURVEY CONTROL
 JN0180  ______________________________________________________________________
 JN0180* NAD 83(1986) POSITION- 38 23 49.     (N) 111 37 17.     (W)   SCALED
 JN0180* NAVD 88 ORTHO HEIGHT -  2147.410 (meters)     7045.29  (feet) ADJUSTED
 JN0180  ______________________________________________________________________
 JN0180  GEOID HEIGHT    -        -17.720 (meters)                     GEOID18
 JN0180  DYNAMIC HEIGHT  -       2144.911 (meters)     7037.10  (feet) COMP
 JN0180  MODELED GRAVITY -    979,387.6   (mgal)                       NAVD 88
 JN0180
 JN0180  VERT ORDER      -  SECOND    CLASS 0
 JN0180
 JN0180.The horizontal coordinates were scaled from a map and have
 JN0180.an estimated accuracy of +/- 6 seconds.
 JN0180
 JN0180.The orthometric height was determined by differential leveling and
 JN0180.adjusted by the NATIONAL GEODETIC SURVEY
 JN0180.in June 1991.
 JN0180
 JN0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0180.GEOID18 height accuracy estimate available here.
 JN0180
 JN0180.Click photographs - Photos may exist for this station.
 JN0180
 JN0180.The dynamic height is computed by dividing the NAVD 88
 JN0180.geopotential number by the normal gravity value computed on the
 JN0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0180.degrees latitude (g = 980.6199 gals.).
 JN0180
 JN0180.The modeled gravity was interpolated from observed gravity values.
 JN0180
 JN0180;                    North         East    Units  Estimated Accuracy
 JN0180;SPC UT S     - 3,192,050.      489,400.      MT  (+/- 180 meters Scaled)
 JN0180
 JN0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH457500(NAD 83)
 JN0180
 JN0180                          SUPERSEDED SURVEY CONTROL
 JN0180
 JN0180  NGVD 29 (??/??/92) 2146.085  (m)         7040.95   (f) ADJ UNCH    2 0
 JN0180
 JN0180.Superseded values are not recommended for survey control.
 JN0180
 JN0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0180.See file dsdata.pdf to determine how the superseded data were derived.
 JN0180
 JN0180_MARKER: DB = BENCH MARK DISK
 JN0180_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JN0180_STAMPING: D 168 A 1963
 JN0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0180
 JN0180  HISTORY     - Date     Condition        Report By
 JN0180  HISTORY     - 1963     MONUMENTED       CGS
 JN0180
 JN0180                          STATION DESCRIPTION
 JN0180
 JN0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0180'1.45 MI E FROM LOA.
 JN0180'1.45 MILES EAST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE AT LOA, 32
 JN0180'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 238 FEET WEST OF THE T
 JN0180'JUNCTION OF STATE HIGHWAY 250, 26.2 FEET SOUTHWEST OF HIGHWAY MARKER
 JN0180'SIGN, 2.7 FEET NORTHEAST OF A FENCE CORNER POST, 1.8 FEET NORTH OF A
 JN0180'FENCE, 2.2 FEET EAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 JN0180'HIGHWAY, AND BRAZED ON THE TOP OF A 2 1/2-INCH IRON PIPE PROJECTING
 JN0180'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0497 ***********************************************************************
 HN0497  DESIGNATION -  D 169
 HN0497  PID         -  HN0497
 HN0497  STATE/COUNTY-  UT/KANE
 HN0497  COUNTRY     -  US
 HN0497  USGS QUAD   -  BIG HOLLOW WASH (2017)
 HN0497
 HN0497                         *CURRENT SURVEY CONTROL
 HN0497  ______________________________________________________________________
 HN0497* NAD 83(1986) POSITION- 37 22 56.9    (N) 111 07 53.6    (W)   HD_HELD2
 HN0497* NAVD 88 ORTHO HEIGHT -  1419.728 (meters)     4657.89  (feet) ADJUSTED
 HN0497  ______________________________________________________________________
 HN0497  GEOID HEIGHT    -        -22.306 (meters)                     GEOID18
 HN0497  DYNAMIC HEIGHT  -       1418.094 (meters)     4652.53  (feet) COMP
 HN0497  MODELED GRAVITY -    979,430.8   (mgal)                       NAVD 88
 HN0497
 HN0497  VERT ORDER      -  SECOND    CLASS 0
 HN0497
 HN0497.The horizontal coordinates were established by autonomous hand held GPS
 HN0497.observations and have an estimated accuracy of +/- 10 meters.
 HN0497
 HN0497.The orthometric height was determined by differential leveling and
 HN0497.adjusted by the NATIONAL GEODETIC SURVEY
 HN0497.in June 1991.
 HN0497
 HN0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0497.GEOID18 height accuracy estimate available here.
 HN0497
 HN0497.Click photographs - Photos may exist for this station.
 HN0497
 HN0497.The dynamic height is computed by dividing the NAVD 88
 HN0497.geopotential number by the normal gravity value computed on the
 HN0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0497.degrees latitude (g = 980.6199 gals.).
 HN0497
 HN0497.The modeled gravity was interpolated from observed gravity values.
 HN0497
 HN0497;                    North         East    Units  Estimated Accuracy
 HN0497;SPC UT S     - 3,079,507.      532,630.      MT  (+/- 10 meters HH2 GPS)
 HN0497
 HN0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG8835337310(NAD 83)
 HN0497
 HN0497                          SUPERSEDED SURVEY CONTROL
 HN0497
 HN0497  NGVD 29 (??/??/92) 1418.669  (m)         4654.42   (f) ADJ UNCH    2 0
 HN0497
 HN0497.Superseded values are not recommended for survey control.
 HN0497
 HN0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0497.See file dsdata.pdf to determine how the superseded data were derived.
 HN0497
 HN0497_MARKER: DB = BENCH MARK DISK
 HN0497_SETTING: 66 = SET IN ROCK OUTCROP
 HN0497_STAMPING: D 169 1963
 HN0497_MARK LOGO: CGS
 HN0497_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0497+STABILITY: POSITION/ELEVATION WELL
 HN0497
 HN0497  HISTORY     - Date     Condition        Report By
 HN0497  HISTORY     - 1963     MONUMENTED       CGS
 HN0497
 HN0497                          STATION DESCRIPTION
 HN0497
 HN0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0497'38.55 MI SE FROM ESCALANTE.
 HN0497'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0497'AT ESCALANTE, THENCE 33.55 MILES SOUTHEAST ALONG A DIRT ROAD, 0.4 MILE
 HN0497'SOUTH OF THE SPRING AND CATTLE GUARD AT WILLOW TANK, 0.2 MILE SOUTH OF
 HN0497'HURRICANE WASH SIGN, 0.1 MILE NORTH OF THE JUNCTION OF A TRACK ROAD
 HN0497'WEST TO 50 MILE BENCH, ON THE NORTH SLOPE OF A STEEP HILL, IN THE TOP
 HN0497'OF A LARGE RED SANDSTONE OUTCROP, 31 FEET EAST OF THE CENTER LINE OF
 HN0497'THE ROAD, 0.6 FOOT WEST OF A WITNESS POST, AND ABOUT 6 1/2 FEET LOWER
 HN0497'THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0013 ***********************************************************************
 MS0013  DESIGNATION -  D 170
 MS0013  PID         -  MS0013
 MS0013  STATE/COUNTY-  UT/BOX ELDER
 MS0013  COUNTRY     -  US
 MS0013  USGS QUAD   -  CUTLER DAM (2017)
 MS0013
 MS0013                         *CURRENT SURVEY CONTROL
 MS0013  ______________________________________________________________________
 MS0013* NAD 83(1986) POSITION- 41 48 56.9    (N) 112 03 42.7    (W)   HD_HELD2
 MS0013* NAVD 88 ORTHO HEIGHT -  1371.481 (meters)     4499.60  (feet) ADJUSTED
 MS0013  ______________________________________________________________________
 MS0013  GEOID HEIGHT    -        -15.333 (meters)                     GEOID18
 MS0013  DYNAMIC HEIGHT  -       1370.544 (meters)     4496.53  (feet) COMP
 MS0013  MODELED GRAVITY -    979,892.5   (mgal)                       NAVD 88
 MS0013
 MS0013  VERT ORDER      -  FIRST     CLASS I
 MS0013
 MS0013.The horizontal coordinates were established by autonomous hand held GPS
 MS0013.observations and have an estimated accuracy of +/- 10 meters.
 MS0013
 MS0013.The orthometric height was determined by differential leveling and
 MS0013.adjusted by the NATIONAL GEODETIC SURVEY
 MS0013.in June 1991.
 MS0013
 MS0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0013.GEOID18 height accuracy estimate available here.
 MS0013
 MS0013.Click photographs - Photos may exist for this station.
 MS0013
 MS0013.The dynamic height is computed by dividing the NAVD 88
 MS0013.geopotential number by the normal gravity value computed on the
 MS0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0013.degrees latitude (g = 980.6199 gals.).
 MS0013
 MS0013.The modeled gravity was interpolated from observed gravity values.
 MS0013
 MS0013;                    North         East    Units  Estimated Accuracy
 MS0013;SPC UT N     - 1,164,786.      453,315.      MT  (+/- 10 meters HH2 GPS)
 MS0013
 MS0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM1180529870(NAD 83)
 MS0013
 MS0013                          SUPERSEDED SURVEY CONTROL
 MS0013
 MS0013  NGVD 29 (??/??/92) 1370.476  (m)         4496.30   (f) ADJ UNCH    1 1
 MS0013
 MS0013.Superseded values are not recommended for survey control.
 MS0013
 MS0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0013.See file dsdata.pdf to determine how the superseded data were derived.
 MS0013
 MS0013_MARKER: DB = BENCH MARK DISK
 MS0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0013_STAMPING: D 170 1967
 MS0013_MARK LOGO: CGS
 MS0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0013+STABILITY: SURFACE MOTION
 MS0013
 MS0013  HISTORY     - Date     Condition        Report By
 MS0013  HISTORY     - 1967     MONUMENTED       CGS
 MS0013
 MS0013                          STATION DESCRIPTION
 MS0013
 MS0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0013'5.25 MI W FROM CACHE JUNCTION.
 MS0013'5.25 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MS0013'CACHE JUNCTION, 3 POLES NORTH OF MILEPOLE 43.50, AT THE CROSSING OF A
 MS0013'PRIVATE ROAD, 33.1 FEET WEST OF THE WEST RAIL, 14 FEET SOUTH OF THE
 MS0013'CENTER LINE OF THE ROAD, 53 FEET NORTHWEST OF THE CENTER OF THE WEST
 MS0013'END OF CULVERT 43.59, 1 1/2 FEET EAST OF A TELEPHONE POLE, 14.4 FEET
 MS0013'EAST OF A FENCE, 1.8 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH
 MS0013'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 MS0013'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0097 ***********************************************************************
 MS0097  DESIGNATION -  D 171
 MS0097  PID         -  MS0097
 MS0097  STATE/COUNTY-  UT/BOX ELDER
 MS0097  COUNTRY     -  US
 MS0097  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0097
 MS0097                         *CURRENT SURVEY CONTROL
 MS0097  ______________________________________________________________________
 MS0097* NAD 83(1986) POSITION- 41 34 03.0    (N) 112 01 37.5    (W)   HD_HELD2
 MS0097* NAVD 88 ORTHO HEIGHT -  1303.654 (meters)     4277.07  (feet) ADJUSTED
 MS0097  ______________________________________________________________________
 MS0097  GEOID HEIGHT    -        -15.884 (meters)                     GEOID18
 MS0097  DYNAMIC HEIGHT  -       1302.735 (meters)     4274.06  (feet) COMP
 MS0097  MODELED GRAVITY -    979,872.9   (mgal)                       NAVD 88
 MS0097
 MS0097  VERT ORDER      -  FIRST     CLASS I
 MS0097
 MS0097.The horizontal coordinates were established by autonomous hand held GPS
 MS0097.observations and have an estimated accuracy of +/- 10 meters.
 MS0097
 MS0097.The orthometric height was determined by differential leveling and
 MS0097.adjusted by the NATIONAL GEODETIC SURVEY
 MS0097.in June 1991.
 MS0097
 MS0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0097.GEOID18 height accuracy estimate available here.
 MS0097
 MS0097.Click photographs - Photos may exist for this station.
 MS0097
 MS0097.The dynamic height is computed by dividing the NAVD 88
 MS0097.geopotential number by the normal gravity value computed on the
 MS0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0097.degrees latitude (g = 980.6199 gals.).
 MS0097
 MS0097.The modeled gravity was interpolated from observed gravity values.
 MS0097
 MS0097;                    North         East    Units  Estimated Accuracy
 MS0097;SPC UT N     - 1,137,190.      456,038.      MT  (+/- 10 meters HH2 GPS)
 MS0097
 MS0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM1436502267(NAD 83)
 MS0097
 MS0097                          SUPERSEDED SURVEY CONTROL
 MS0097
 MS0097  NGVD 29 (??/??/92) 1302.661  (m)         4273.81   (f) ADJ UNCH    1 1
 MS0097
 MS0097.Superseded values are not recommended for survey control.
 MS0097
 MS0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0097.See file dsdata.pdf to determine how the superseded data were derived.
 MS0097
 MS0097_MARKER: DB = BENCH MARK DISK
 MS0097_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0097_SP_SET: WALL
 MS0097_STAMPING: D 171 1967
 MS0097_MARK LOGO: CGS
 MS0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0097+STABILITY: SURFACE MOTION
 MS0097
 MS0097  HISTORY     - Date     Condition        Report By
 MS0097  HISTORY     - 1967     MONUMENTED       CGS
 MS0097
 MS0097                          STATION DESCRIPTION
 MS0097
 MS0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0097'4.1 MI N FROM BRIGHAM CITY.
 MS0097'1.2 MILES NORTH ALONG MAIN STREET FROM THE COURTHOUSE AT BRIGHAM CITY,
 MS0097'THENCE 2.9 MILES NORTH ALONG STATE HIGHWAY 69, AT THE SUMMIT OF A
 MS0097'HILL, IN THE TOP AND 0.5 FOOT SOUTHWEST OF THE NORTHEAST END OF THE
 MS0097'SOUTHEAST CONCRETE WALL OF AN IRRIGATION STRUCTURE, 33 FEET SOUTHWEST
 MS0097'OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET SOUTHEAST OF THE CENTER
 MS0097'OF THE SOUTHWEST END OF AN 18-INCH PIPE CULVERT UNDER THE HIGHWAY, 1.2
 MS0097'FEET NORTHEAST OF A FENCE, AND ABOUT 1 1/2 FEET LOWER THAN THE
 MS0097'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0182 ***********************************************************************
 MS0182  DESIGNATION -  D 172
 MS0182  PID         -  MS0182
 MS0182  STATE/COUNTY-  UT/BOX ELDER
 MS0182  COUNTRY     -  US
 MS0182  USGS QUAD   -  PLAIN CITY (2017)
 MS0182
 MS0182                         *CURRENT SURVEY CONTROL
 MS0182  ______________________________________________________________________
 MS0182* NAD 83(1986) POSITION- 41 20 12.7    (N) 112 01 45.1    (W)   HD_HELD2
 MS0182* NAVD 88 ORTHO HEIGHT -  1307.084 (meters)     4288.32  (feet) ADJUSTED
 MS0182  ______________________________________________________________________
 MS0182  GEOID HEIGHT    -        -16.502 (meters)                     GEOID18
 MS0182  DYNAMIC HEIGHT  -       1306.131 (meters)     4285.20  (feet) COMP
 MS0182  MODELED GRAVITY -    979,849.3   (mgal)                       NAVD 88
 MS0182
 MS0182  VERT ORDER      -  FIRST     CLASS I
 MS0182
 MS0182.The horizontal coordinates were established by autonomous hand held GPS
 MS0182.observations and have an estimated accuracy of +/- 10 meters.
 MS0182
 MS0182.The orthometric height was determined by differential leveling and
 MS0182.adjusted by the NATIONAL GEODETIC SURVEY
 MS0182.in June 1991.
 MS0182
 MS0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0182.GEOID18 height accuracy estimate available here.
 MS0182
 MS0182.Click photographs - Photos may exist for this station.
 MS0182
 MS0182.The dynamic height is computed by dividing the NAVD 88
 MS0182.geopotential number by the normal gravity value computed on the
 MS0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0182.degrees latitude (g = 980.6199 gals.).
 MS0182
 MS0182.The modeled gravity was interpolated from observed gravity values.
 MS0182
 MS0182;                    North         East    Units  Estimated Accuracy
 MS0182;SPC UT N     - 1,111,577.      455,706.      MT  (+/- 10 meters HH2 GPS)
 MS0182
 MS0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1388476663(NAD 83)
 MS0182
 MS0182                          SUPERSEDED SURVEY CONTROL
 MS0182
 MS0182  NGVD 29 (??/??/92) 1306.102  (m)         4285.10   (f) ADJ UNCH    1 1
 MS0182
 MS0182.Superseded values are not recommended for survey control.
 MS0182
 MS0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0182.See file dsdata.pdf to determine how the superseded data were derived.
 MS0182
 MS0182_MARKER: DB = BENCH MARK DISK
 MS0182_SETTING: 66 = SET IN ROCK OUTCROP
 MS0182_STAMPING: D 172 1967
 MS0182_MARK LOGO: CGS
 MS0182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0182+STABILITY: POSITION/ELEVATION WELL
 MS0182
 MS0182  HISTORY     - Date     Condition        Report By
 MS0182  HISTORY     - 1967     MONUMENTED       CGS
 MS0182
 MS0182                          STATION DESCRIPTION
 MS0182
 MS0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0182'8.75 MI N FROM OGDEN.
 MS0182'8.75 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MS0182'OGDEN, ABOUT 1 1/2 POLES SOUTH OF MILEPOLE 8.75, AT THE WEBER-BOX
 MS0182'ELDER COUNTY LINE, 181.6 FEET EAST OF AND ACROSS A CONCRETE ROAD FROM
 MS0182'THE EAST RAIL OF THE EAST MAIN TRACK, IN THE TOP OF A LARGE WHITE
 MS0182'OUTCROP WHICH PROJECTS ABOUT 1 FOOT, 154 FEET NORTH OF THE CENTER OF
 MS0182'THE CROSSING OF 4000 NORTH STREET, 41 FEET EAST OF THE CENTER LINE OF
 MS0182'THE ROAD, 49.5 FEET SOUTH OF BENCH MARK C 172, 30.4 FEET SOUTH OF A
 MS0182'WITNESS POST, 1.4 FEET WEST OF A FENCE, ABOUT 5 FEET HIGHER THAN THE
 MS0182'ROAD AND ABOUT 8 FEET HIGHER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0522 ***********************************************************************
 LO0522  DESIGNATION -  D 173
 LO0522  PID         -  LO0522
 LO0522  STATE/COUNTY-  UT/DAVIS
 LO0522  COUNTRY     -  US
 LO0522  USGS QUAD   -  FARMINGTON (2017)
 LO0522
 LO0522                         *CURRENT SURVEY CONTROL
 LO0522  ______________________________________________________________________
 LO0522* NAD 83(1986) POSITION- 40 59 28.89   (N) 111 54 39.75   (W)   HD_HELD1
 LO0522* NAVD 88 ORTHO HEIGHT -  1294.698 (meters)     4247.69  (feet) ADJUSTED
 LO0522  ______________________________________________________________________
 LO0522  GEOID HEIGHT    -        -16.681 (meters)                     GEOID18
 LO0522  DYNAMIC HEIGHT  -       1293.708 (meters)     4244.44  (feet) COMP
 LO0522  MODELED GRAVITY -    979,815.1   (mgal)                       NAVD 88
 LO0522
 LO0522  VERT ORDER      -  FIRST     CLASS I
 LO0522
 LO0522.The horizontal coordinates were determined by differentially corrected
 LO0522.hand held GPS observations or other comparable positioning techniques
 LO0522.and have an estimated accuracy of +/- 3 meters.
 LO0522
 LO0522.The orthometric height was determined by differential leveling and
 LO0522.adjusted by the NATIONAL GEODETIC SURVEY
 LO0522.in June 1991.
 LO0522
 LO0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0522.GEOID18 height accuracy estimate available here.
 LO0522
 LO0522.Click photographs - Photos may exist for this station.
 LO0522
 LO0522.The dynamic height is computed by dividing the NAVD 88
 LO0522.geopotential number by the normal gravity value computed on the
 LO0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0522.degrees latitude (g = 980.6199 gals.).
 LO0522
 LO0522.The modeled gravity was interpolated from observed gravity values.
 LO0522
 LO0522;                    North         East    Units  Estimated Accuracy
 LO0522;SPC UT N     - 1,073,154.8     465,413.7     MT  (+/- 3 meters HH1 GPS) 
 LO0522
 LO0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2336938197(NAD 83)
 LO0522
 LO0522                          SUPERSEDED SURVEY CONTROL
 LO0522
 LO0522  NGVD 29 (??/??/92) 1293.745  (m)         4244.56   (f) ADJ UNCH    1 1
 LO0522
 LO0522.Superseded values are not recommended for survey control.
 LO0522
 LO0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0522.See file dsdata.pdf to determine how the superseded data were derived.
 LO0522
 LO0522_MARKER: DB = BENCH MARK DISK
 LO0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0522_STAMPING: D 173 1967
 LO0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0522+STABILITY: SURFACE MOTION
 LO0522
 LO0522  HISTORY     - Date     Condition        Report By
 LO0522  HISTORY     - 1967     MONUMENTED       CGS
 LO0522
 LO0522                          STATION DESCRIPTION
 LO0522
 LO0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0522'4.0 MI SE FROM KAYSVILLE.
 LO0522'4.0 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING
 LO0522'OF 2ND NORTH AVENUE AT KAYSVILLE, AT THE CROSSING OF A GRAVELED ROAD,
 LO0522'102.1 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 28
 LO0522'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 87.0 FEET SOUTHWEST AND
 LO0522'ACROSS THE ROAD FROM THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD
 LO0522'WALL OF CULVERT 20.25, 84 FEET NORTHWEST OF THE CENTER OF STEEL TOWER
 LO0522'215 OF A POWER TRANSMISSION LINE, 1 1/2 FEET EAST OF THE EAST END OF A
 LO0522'GATE, 0.9 FOOT NORTH OF A FENCE, 2.1 FEET WEST OF A WITNESS POST,
 LO0522'ABOUT LEVEL WITH THE ROAD AND 8 FEET LOWER THAN THE TRACK, A DISK ON
 LO0522'THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A
 LO0522'DEPTH OF 32 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A
 LO0522'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0231 ***********************************************************************
 LP0231  DESIGNATION -  D 174
 LP0231  PID         -  LP0231
 LP0231  STATE/COUNTY-  UT/SALT LAKE
 LP0231  COUNTRY     -  US
 LP0231  USGS QUAD   -  FARNSWORTH PEAK (2017)
 LP0231
 LP0231                         *CURRENT SURVEY CONTROL
 LP0231  ______________________________________________________________________
 LP0231* NAD 83(1986) POSITION- 40 43 38.     (N) 112 11 21.     (W)   SCALED
 LP0231* NAVD 88 ORTHO HEIGHT -  1294.865 (meters)     4248.24  (feet) ADJUSTED
 LP0231  ______________________________________________________________________
 LP0231  GEOID HEIGHT    -        -17.231 (meters)                     GEOID18
 LP0231  DYNAMIC HEIGHT  -       1293.876 (meters)     4244.99  (feet) COMP
 LP0231  MODELED GRAVITY -    979,816.0   (mgal)                       NAVD 88
 LP0231  OBS GRAVITY     -    979,818.6   (mgal)                       GRAV_OBS
 LP0231
 LP0231  VERT ORDER      -  FIRST     CLASS I
 LP0231
 LP0231.The horizontal coordinates were scaled from a map and have
 LP0231.an estimated accuracy of +/- 6 seconds.
 LP0231
 LP0231.The orthometric height was determined by differential leveling and
 LP0231.adjusted by the NATIONAL GEODETIC SURVEY
 LP0231.in June 1991.
 LP0231
 LP0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0231.GEOID18 height accuracy estimate available here.
 LP0231
 LP0231.Click photographs - Photos may exist for this station.
 LP0231
 LP0231.The dynamic height is computed by dividing the NAVD 88
 LP0231.geopotential number by the normal gravity value computed on the
 LP0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0231.degrees latitude (g = 980.6199 gals.).
 LP0231
 LP0231.The modeled gravity was interpolated from observed gravity values.
 LP0231
 LP0231.The observed gravity was obtained from relative gravimeter ties
 LP0231.to the IGSN71 gravity network.
 LP0231
 LP0231;                    North         East    Units  Estimated Accuracy
 LP0231;SPC UT C     - 2,266,000.      441,780.      MT  (+/- 180 meters Scaled)
 LP0231
 LP0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL995091(NAD 83)
 LP0231
 LP0231                          SUPERSEDED SURVEY CONTROL
 LP0231
 LP0231  NGVD 29 (??/??/92) 1293.87   (m)         4245.0    (f) COMPUTED    1 1
 LP0231
 LP0231.Superseded values are not recommended for survey control.
 LP0231
 LP0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0231.See file dsdata.pdf to determine how the superseded data were derived.
 LP0231
 LP0231_MARKER: DB = BENCH MARK DISK
 LP0231_SETTING: 80 = SET IN A BOULDER
 LP0231_STAMPING: D 174 1970
 LP0231_MARK LOGO: CGS
 LP0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0231+STABILITY: SURFACE MOTION
 LP0231
 LP0231  HISTORY     - Date     Condition        Report By
 LP0231  HISTORY     - 1970     MONUMENTED       NGS
 LP0231
 LP0231                          STATION DESCRIPTION
 LP0231
 LP0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0231'5.05 MI W FROM MAGNA.
 LP0231'0.5 MILE NORTH ALONG 9180 WEST STREET FROM WEBSTER SCHOOL AT MAGNA,
 LP0231'THENCE 4.55 MILES WEST ALONG U.S. HIGHWAYS 40 AND 50 ALTERNATE, 0.1
 LP0231'MILE EAST OF JUNCTION OF ENTRANCE ROAD TO KENNECOTT COPPER PLANT, 0.15
 LP0231'MILE WEST OF JUNCTION OF ROAD TO UNION CARBIDE PLANT, IN THE TOP OF
 LP0231'THE WEST END OF A 3 X 7-FOOT EMBEDDED BOULDER, 66 FEET SOUTH OF THE
 LP0231'CENTER LINE OF THE HIGHWAY, 2.0 FEET WEST OF A WITNESS POST AND ABOUT
 LP0231'2 FEET LOWER THAN THE HIGHWAY.  SECTION 16, T 3 W, R 1 S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0251 ***********************************************************************
 LP0251  DESIGNATION -  D 175
 LP0251  PID         -  LP0251
 LP0251  STATE/COUNTY-  UT/TOOELE
 LP0251  COUNTRY     -  US
 LP0251  USGS QUAD   -  TOOELE (2017)
 LP0251
 LP0251                         *CURRENT SURVEY CONTROL
 LP0251  ______________________________________________________________________
 LP0251* NAD 83(1986) POSITION- 40 32 44.     (N) 112 19 00.     (W)   SCALED
 LP0251* NAVD 88 ORTHO HEIGHT -  1472.208 (meters)     4830.07  (feet) ADJUSTED
 LP0251  ______________________________________________________________________
 LP0251  GEOID HEIGHT    -        -17.388 (meters)                     GEOID18
 LP0251  DYNAMIC HEIGHT  -       1470.976 (meters)     4826.03  (feet) COMP
 LP0251  MODELED GRAVITY -    979,736.9   (mgal)                       NAVD 88
 LP0251
 LP0251  VERT ORDER      -  FIRST     CLASS I
 LP0251
 LP0251.The horizontal coordinates were scaled from a map and have
 LP0251.an estimated accuracy of +/- 6 seconds.
 LP0251
 LP0251.The orthometric height was determined by differential leveling and
 LP0251.adjusted by the NATIONAL GEODETIC SURVEY
 LP0251.in June 1991.
 LP0251
 LP0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0251.GEOID18 height accuracy estimate available here.
 LP0251
 LP0251.Click photographs - Photos may exist for this station.
 LP0251
 LP0251.The dynamic height is computed by dividing the NAVD 88
 LP0251.geopotential number by the normal gravity value computed on the
 LP0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0251.degrees latitude (g = 980.6199 gals.).
 LP0251
 LP0251.The modeled gravity was interpolated from observed gravity values.
 LP0251
 LP0251;                    North         East    Units  Estimated Accuracy
 LP0251;SPC UT C     - 2,245,920.      430,820.      MT  (+/- 180 meters Scaled)
 LP0251
 LP0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK885891(NAD 83)
 LP0251
 LP0251                          SUPERSEDED SURVEY CONTROL
 LP0251
 LP0251  NGVD 29 (??/??/92) 1470.499  (m)         4824.46   (f) ADJ UNCH    1 1
 LP0251
 LP0251.Superseded values are not recommended for survey control.
 LP0251
 LP0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0251.See file dsdata.pdf to determine how the superseded data were derived.
 LP0251
 LP0251_MARKER: DB = BENCH MARK DISK
 LP0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0251_STAMPING: D 175 1970
 LP0251_MARK LOGO: CGS
 LP0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0251+STABILITY: SURFACE MOTION
 LP0251
 LP0251  HISTORY     - Date     Condition        Report By
 LP0251  HISTORY     - 1970     MONUMENTED       NGS
 LP0251
 LP0251                          STATION DESCRIPTION
 LP0251
 LP0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0251'1.5 MI NE FROM WARNER.
 LP0251'1.5 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LP0251'AT WARNER, 0.05 MILE NORTHEAST OF A GRAVEL ROAD CROSSING, 77.4 FEET
 LP0251'SOUTHEAST AND ACROSS THE TRACK FROM MILE POST 749.75, 42.7 FEET
 LP0251'SOUTHEAST OF THE SOUTHEAST RAIL 1 1/2 FEET SOUTHWEST OF THE SECOND
 LP0251'TELEPHONE POLE NORTHEAST OF THE CROSSING, 5.0 FEET NORTHWEST OF A
 LP0251'FENCE, 1.0 FOOT NORTHEAST OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER
 LP0251'THAN THE TRACK, A DISK ON A 5/8-INCH COPPER COATED ROD DRIVEN TO
 LP0251'GRADUAL REFUSAL AT A DEPTH OF 14 FEET.  THE ROD IS ENCASED IN A
 LP0251'CONCRETE POST WHICH PROJECTS 0.3 FOOT.  SECTION 20, T 4W, R 3S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0277 ***********************************************************************
 LP0277  DESIGNATION -  D 176
 LP0277  PID         -  LP0277
 LP0277  STATE/COUNTY-  UT/TOOELE
 LP0277  COUNTRY     -  US
 LP0277  USGS QUAD   -  FAUST (2017)
 LP0277
 LP0277                         *CURRENT SURVEY CONTROL
 LP0277  ______________________________________________________________________
 LP0277* NAD 83(1986) POSITION- 40 13 19.     (N) 112 23 14.     (W)   SCALED
 LP0277* NAVD 88 ORTHO HEIGHT -  1566.475 (meters)     5139.34  (feet) ADJUSTED
 LP0277  ______________________________________________________________________
 LP0277  GEOID HEIGHT    -        -17.804 (meters)                     GEOID18
 LP0277  DYNAMIC HEIGHT  -       1565.088 (meters)     5134.79  (feet) COMP
 LP0277  MODELED GRAVITY -    979,685.1   (mgal)                       NAVD 88
 LP0277
 LP0277  VERT ORDER      -  FIRST     CLASS I
 LP0277
 LP0277.The horizontal coordinates were scaled from a map and have
 LP0277.an estimated accuracy of +/- 6 seconds.
 LP0277
 LP0277.The orthometric height was determined by differential leveling and
 LP0277.adjusted by the NATIONAL GEODETIC SURVEY
 LP0277.in June 1991.
 LP0277
 LP0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0277.GEOID18 height accuracy estimate available here.
 LP0277
 LP0277.Click photographs - Photos may exist for this station.
 LP0277
 LP0277.The dynamic height is computed by dividing the NAVD 88
 LP0277.geopotential number by the normal gravity value computed on the
 LP0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0277.degrees latitude (g = 980.6199 gals.).
 LP0277
 LP0277.The modeled gravity was interpolated from observed gravity values.
 LP0277
 LP0277;                    North         East    Units  Estimated Accuracy
 LP0277;SPC UT C     - 2,210,050.      424,490.      MT  (+/- 180 meters Scaled)
 LP0277
 LP0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK819533(NAD 83)
 LP0277
 LP0277                          SUPERSEDED SURVEY CONTROL
 LP0277
 LP0277  NGVD 29 (??/??/92) 1565.31   (m)         5135.5    (f) COMPUTED    1 1
 LP0277
 LP0277.Superseded values are not recommended for survey control.
 LP0277
 LP0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0277.See file dsdata.pdf to determine how the superseded data were derived.
 LP0277
 LP0277_MARKER: DB = BENCH MARK DISK
 LP0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0277_STAMPING: D 176 1970
 LP0277_MARK LOGO: CGS
 LP0277_PROJECTION: PROJECTING 9 CENTIMETERS
 LP0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0277+STABILITY: SURFACE MOTION
 LP0277
 LP0277  HISTORY     - Date     Condition        Report By
 LP0277  HISTORY     - 1970     MONUMENTED       NGS
 LP0277
 LP0277                          STATION DESCRIPTION
 LP0277
 LP0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0277'16.05 MI N FROM LOFGREEN.
 LP0277'16.05 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 LP0277'SIGN AT LOFGREEN, 16.55 MILES SOUTH OF STOCKTON, 2 FEET NORTH OF MILE
 LP0277'POST 726, 43.0 FEET WEST OF THE WEST RAIL, 14 FEET WEST OF THE CENTER
 LP0277'LINE OF A TRACK ROAD, 55.5 FEET EAST OF THE FENCE LINE, 1.9 FEET SOUTH
 LP0277'OF A WITNESS POST, ABOUT 9 FEET LOWER THAN THE TRACK AND IN THE TOP OF
 LP0277'A CONCRETE POST PROJECTING 0.3 FOOT.  SECTION 10, T 5W, R 7S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0067 ***********************************************************************
 KO0067  DESIGNATION -  D 177
 KO0067  PID         -  KO0067
 KO0067  STATE/COUNTY-  UT/JUAB
 KO0067  COUNTRY     -  US
 KO0067  USGS QUAD   -  TINTIC JUNCTION (2017)
 KO0067
 KO0067                         *CURRENT SURVEY CONTROL
 KO0067  ______________________________________________________________________
 KO0067* NAD 83(1986) POSITION- 39 57 16.     (N) 112 14 33.     (W)   SCALED
 KO0067* NAVD 88 ORTHO HEIGHT -  1848.091 (meters)     6063.28  (feet) ADJUSTED
 KO0067  ______________________________________________________________________
 KO0067  GEOID HEIGHT    -        -17.804 (meters)                     GEOID18
 KO0067  DYNAMIC HEIGHT  -       1846.302 (meters)     6057.41  (feet) COMP
 KO0067  MODELED GRAVITY -    979,592.3   (mgal)                       NAVD 88
 KO0067  OBS GRAVITY     -    979,593.3   (mgal)                       GRAV_OBS
 KO0067
 KO0067  VERT ORDER      -  FIRST     CLASS I
 KO0067
 KO0067.The horizontal coordinates were scaled from a map and have
 KO0067.an estimated accuracy of +/- 6 seconds.
 KO0067
 KO0067.The orthometric height was determined by differential leveling and
 KO0067.adjusted by the NATIONAL GEODETIC SURVEY
 KO0067.in June 1991.
 KO0067
 KO0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0067.GEOID18 height accuracy estimate available here.
 KO0067
 KO0067.Click photographs - Photos may exist for this station.
 KO0067
 KO0067.The dynamic height is computed by dividing the NAVD 88
 KO0067.geopotential number by the normal gravity value computed on the
 KO0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0067.degrees latitude (g = 980.6199 gals.).
 KO0067
 KO0067.The modeled gravity was interpolated from observed gravity values.
 KO0067
 KO0067.The observed gravity was obtained from relative gravimeter ties
 KO0067.to the IGSN71 gravity network.
 KO0067
 KO0067;                    North         East    Units  Estimated Accuracy
 KO0067;SPC UT C     - 2,180,240.      436,560.      MT  (+/- 180 meters Scaled)
 KO0067
 KO0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK938234(NAD 83)
 KO0067
 KO0067                          SUPERSEDED SURVEY CONTROL
 KO0067
 KO0067.No superseded survey control is available for this station.
 KO0067
 KO0067_MARKER: DB = BENCH MARK DISK
 KO0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KO0067_SP_SET: FOUNDATION
 KO0067_STAMPING: D 177 1970
 KO0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KO0067
 KO0067  HISTORY     - Date     Condition        Report By
 KO0067  HISTORY     - 1970     MONUMENTED       NGS
 KO0067
 KO0067                          STATION DESCRIPTION
 KO0067
 KO0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0067'6.55 MI SE FROM LOFGREEN.
 KO0067'6.55 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0067'SIGN AT LOFGREEN, 4.85 MILES NORTHWEST OF TINTIC JUNCTION, 47 FEET
 KO0067'SOUTH OF THE THIRD POLE SOUTHEAST OF MILE POST 703.50, 98.8 FEET
 KO0067'SOUTHWEST OF THE SOUTHWEST RAIL, 7 FEET SOUTHEAST OF THE CENTER LINE
 KO0067'OF A ROAD, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF THE EAST
 KO0067'CORNER OF THE CONCRETE FOUNDATION OF A CATTLE GUARD.  SECTION 13, T
 KO0067'4W, R 10S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0030 ***********************************************************************
 KO0030  DESIGNATION -  D 178
 KO0030  PID         -  KO0030
 KO0030  STATE/COUNTY-  UT/JUAB
 KO0030  COUNTRY     -  US
 KO0030  USGS QUAD   -  JERICHO (2017)
 KO0030
 KO0030                         *CURRENT SURVEY CONTROL
 KO0030  ______________________________________________________________________
 KO0030* NAD 83(1986) POSITION- 39 42 32.     (N) 112 13 14.     (W)   SCALED
 KO0030* NAVD 88 ORTHO HEIGHT -  1580.779 (meters)     5186.27  (feet) ADJUSTED
 KO0030  ______________________________________________________________________
 KO0030  GEOID HEIGHT    -        -18.110 (meters)                     GEOID18
 KO0030  DYNAMIC HEIGHT  -       1579.320 (meters)     5181.49  (feet) COMP
 KO0030  MODELED GRAVITY -    979,648.0   (mgal)                       NAVD 88
 KO0030
 KO0030  VERT ORDER      -  FIRST     CLASS I
 KO0030
 KO0030.The horizontal coordinates were scaled from a map and have
 KO0030.an estimated accuracy of +/- 6 seconds.
 KO0030
 KO0030.The orthometric height was determined by differential leveling and
 KO0030.adjusted by the NATIONAL GEODETIC SURVEY
 KO0030.in June 1991.
 KO0030
 KO0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0030.GEOID18 height accuracy estimate available here.
 KO0030
 KO0030.Click photographs - Photos may exist for this station.
 KO0030
 KO0030.The dynamic height is computed by dividing the NAVD 88
 KO0030.geopotential number by the normal gravity value computed on the
 KO0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0030.degrees latitude (g = 980.6199 gals.).
 KO0030
 KO0030.The modeled gravity was interpolated from observed gravity values.
 KO0030
 KO0030;                    North         East    Units  Estimated Accuracy
 KO0030;SPC UT C     - 2,152,960.      438,220.      MT  (+/- 180 meters Scaled)
 KO0030
 KO0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ953961(NAD 83)
 KO0030
 KO0030                          SUPERSEDED SURVEY CONTROL
 KO0030
 KO0030.No superseded survey control is available for this station.
 KO0030
 KO0030_MARKER: DB = BENCH MARK DISK
 KO0030_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0030_SP_SET: CULVERT WINGWALL
 KO0030_STAMPING: D 178 1970
 KO0030_MARK LOGO: CGS
 KO0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0030+STABILITY: SURFACE MOTION
 KO0030
 KO0030  HISTORY     - Date     Condition        Report By
 KO0030  HISTORY     - 1970     MONUMENTED       NGS
 KO0030
 KO0030                          STATION DESCRIPTION
 KO0030
 KO0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0030'16.55 MI S FROM TINTIC JUNCTION.
 KO0030'16.55 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 KO0030'TINTIC JUNCTION, 2 1/2 POLES WEST OF MILEPOLE 682, IN THE TOP OF THE
 KO0030'SOUTHWEST END OF THE NORTHEAST CONCRETE WING WALL OF CULVERT 681.98,
 KO0030'9.4 FEET NORTH OF THE NORTH RAIL, AND ABOUT 3 FEET LOWER THAN THE
 KO0030'TRACK.  SECTION 7, T 13S, R 3W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0097 ***********************************************************************
 KO0097  DESIGNATION -  D 179
 KO0097  PID         -  KO0097
 KO0097  STATE/COUNTY-  UT/MILLARD
 KO0097  COUNTRY     -  US
 KO0097  USGS QUAD   -  STRONG (2017)
 KO0097
 KO0097                         *CURRENT SURVEY CONTROL
 KO0097  ______________________________________________________________________
 KO0097* NAD 83(1986) POSITION- 39 27 02.     (N) 112 27 08.     (W)   SCALED
 KO0097* NAVD 88 ORTHO HEIGHT -  1453.750 (meters)     4769.51  (feet) ADJUSTED
 KO0097  ______________________________________________________________________
 KO0097  GEOID HEIGHT    -        -18.915 (meters)                     GEOID18
 KO0097  DYNAMIC HEIGHT  -       1452.427 (meters)     4765.17  (feet) COMP
 KO0097  MODELED GRAVITY -    979,665.8   (mgal)                       NAVD 88
 KO0097  OBS GRAVITY     -    979,664.6   (mgal)                       GRAV_OBS
 KO0097
 KO0097  VERT ORDER      -  FIRST     CLASS I
 KO0097
 KO0097.The horizontal coordinates were scaled from a map and have
 KO0097.an estimated accuracy of +/- 6 seconds.
 KO0097
 KO0097.The orthometric height was determined by differential leveling and
 KO0097.adjusted by the NATIONAL GEODETIC SURVEY
 KO0097.in June 1991.
 KO0097
 KO0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0097.GEOID18 height accuracy estimate available here.
 KO0097
 KO0097.Click photographs - Photos may exist for this station.
 KO0097
 KO0097.The dynamic height is computed by dividing the NAVD 88
 KO0097.geopotential number by the normal gravity value computed on the
 KO0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0097.degrees latitude (g = 980.6199 gals.).
 KO0097
 KO0097.The modeled gravity was interpolated from observed gravity values.
 KO0097
 KO0097.The observed gravity was obtained from relative gravimeter ties
 KO0097.to the IGSN71 gravity network.
 KO0097
 KO0097;                    North         East    Units  Estimated Accuracy
 KO0097;SPC UT C     - 2,124,470.      418,050.      MT  (+/- 180 meters Scaled)
 KO0097
 KO0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ750677(NAD 83)
 KO0097
 KO0097                          SUPERSEDED SURVEY CONTROL
 KO0097
 KO0097  NGVD 29 (??/??/92) 1452.62   (m)         4765.8    (f) COMPUTED    1 1
 KO0097
 KO0097.Superseded values are not recommended for survey control.
 KO0097
 KO0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0097.See file dsdata.pdf to determine how the superseded data were derived.
 KO0097
 KO0097_MARKER: DB = BENCH MARK DISK
 KO0097_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KO0097_STAMPING: D 179 1970
 KO0097_MARK LOGO: CGS
 KO0097_MAGNETIC: I = MARKER IS A STEEL ROD
 KO0097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KO0097_ROD/PIPE-DEPTH: 7.3 meters
 KO0097
 KO0097  HISTORY     - Date     Condition        Report By
 KO0097  HISTORY     - 1970     MONUMENTED       NGS
 KO0097
 KO0097                          STATION DESCRIPTION
 KO0097
 KO0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0097'6.35 MI SW FROM LYNNDYL.
 KO0097'6.35 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0097'SIGN AT LYNNDYL, 188 FEET SOUTHEAST AND ACROSS THE TRACK FROM THE
 KO0097'FIRST TELEPHONE POLE SOUTHWEST OF MILEPOLE 659.50, 92.8 FEET SOUTHEAST
 KO0097'OF THE SOUTHEAST RAIL, 1 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 5.6
 KO0097'FEET NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 1.5 FEET NORTHEAST
 KO0097'OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE TRACK, A DISK ON THE
 KO0097'TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A
 KO0097'DEPTH OF 24 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A
 KO0097'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. SECTION 7, T 6 S,
 KO0097'R 5 W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0562 ***********************************************************************
 LO0562  DESIGNATION -  D 18
 LO0562  PID         -  LO0562
 LO0562  STATE/COUNTY-  UT/SALT LAKE
 LO0562  COUNTRY     -  US
 LO0562  USGS QUAD   -  MIDVALE (2017)
 LO0562
 LO0562                         *CURRENT SURVEY CONTROL
 LO0562  ______________________________________________________________________
 LO0562* NAD 83(1986) POSITION- 40 36 21.     (N) 111 54 19.     (W)   SCALED
 LO0562* NAVD 88 ORTHO HEIGHT -  1329.498 (meters)     4361.86  (feet) ADJUSTED
 LO0562  ______________________________________________________________________
 LO0562  GEOID HEIGHT    -        -17.128 (meters)                     GEOID18
 LO0562  DYNAMIC HEIGHT  -       1328.401 (meters)     4358.26  (feet) COMP
 LO0562  MODELED GRAVITY -    979,754.3   (mgal)                       NAVD 88
 LO0562
 LO0562  VERT ORDER      -  FIRST     CLASS II
 LO0562
 LO0562.The horizontal coordinates were scaled from a map and have
 LO0562.an estimated accuracy of +/- 6 seconds.
 LO0562
 LO0562.The orthometric height was determined by differential leveling and
 LO0562.adjusted by the NATIONAL GEODETIC SURVEY
 LO0562.in June 1991.
 LO0562
 LO0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0562.GEOID18 height accuracy estimate available here.
 LO0562
 LO0562.Click photographs - Photos may exist for this station.
 LO0562
 LO0562.The dynamic height is computed by dividing the NAVD 88
 LO0562.geopotential number by the normal gravity value computed on the
 LO0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0562.degrees latitude (g = 980.6199 gals.).
 LO0562
 LO0562.The modeled gravity was interpolated from observed gravity values.
 LO0562
 LO0562;                    North         East    Units  Estimated Accuracy
 LO0562;SPC UT C     - 2,252,380.      465,700.      MT  (+/- 180 meters Scaled)
 LO0562
 LO0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK234953(NAD 83)
 LO0562
 LO0562                          SUPERSEDED SURVEY CONTROL
 LO0562
 LO0562  NGVD 29 (??/??/92) 1328.532  (m)         4358.69   (f) ADJ UNCH    1 2
 LO0562
 LO0562.Superseded values are not recommended for survey control.
 LO0562
 LO0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0562.See file dsdata.pdf to determine how the superseded data were derived.
 LO0562
 LO0562_MARKER: DB = BENCH MARK DISK
 LO0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0562_STAMPING: 4358.692 D 18 1927
 LO0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0562+STABILITY: SURFACE MOTION
 LO0562
 LO0562  HISTORY     - Date     Condition        Report By
 LO0562  HISTORY     - 1927     MONUMENTED       CGS
 LO0562  HISTORY     - 1945     GOOD             CGS
 LO0562
 LO0562                          STATION DESCRIPTION
 LO0562
 LO0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LO0562'IN MIDVALE.
 LO0562'ABOUT 1/3 MILE SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 LO0562'FROM THE STATION AT MIDVALE, SALT LAKE COUNTY, 40 FEET EAST OF THE
 LO0562'CENTERLINE OF THE TRACK, AT A FENCE CORNER SOUTH OF A ROAD CROSSING,
 LO0562'AND 3 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED 4358.692 D 18
 LO0562'1927 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 1.5 FEET NORTH OF
 LO0562'A WHITE WOODEN WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0201 ***********************************************************************
 KO0201  DESIGNATION -  D 180
 KO0201  PID         -  KO0201
 KO0201  STATE/COUNTY-  UT/MILLARD
 KO0201  COUNTRY     -  US
 KO0201  USGS QUAD   -  SUNSTONE KNOLL (2017)
 KO0201
 KO0201                         *CURRENT SURVEY CONTROL
 KO0201  ______________________________________________________________________
 KO0201* NAD 83(1986) POSITION- 39 09 54.     (N) 112 42 34.     (W)   SCALED
 KO0201* NAVD 88 ORTHO HEIGHT -  1392.306 (meters)     4567.92  (feet) ADJUSTED
 KO0201  ______________________________________________________________________
 KO0201  GEOID HEIGHT    -        -20.003 (meters)                     GEOID18
 KO0201  DYNAMIC HEIGHT  -       1390.989 (meters)     4563.60  (feet) COMP
 KO0201  MODELED GRAVITY -    979,633.1   (mgal)                       NAVD 88
 KO0201
 KO0201  VERT ORDER      -  FIRST     CLASS I
 KO0201
 KO0201.The horizontal coordinates were scaled from a map and have
 KO0201.an estimated accuracy of +/- 6 seconds.
 KO0201
 KO0201.The orthometric height was determined by differential leveling and
 KO0201.adjusted by the NATIONAL GEODETIC SURVEY
 KO0201.in June 1991.
 KO0201
 KO0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0201.GEOID18 height accuracy estimate available here.
 KO0201
 KO0201.Click photographs - Photos may exist for this station.
 KO0201
 KO0201.The dynamic height is computed by dividing the NAVD 88
 KO0201.geopotential number by the normal gravity value computed on the
 KO0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0201.degrees latitude (g = 980.6199 gals.).
 KO0201
 KO0201.The modeled gravity was interpolated from observed gravity values.
 KO0201
 KO0201;                    North         East    Units  Estimated Accuracy
 KO0201;SPC UT C     - 2,093,040.      395,480.      MT  (+/- 180 meters Scaled)
 KO0201
 KO0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ523364(NAD 83)
 KO0201
 KO0201                          SUPERSEDED SURVEY CONTROL
 KO0201
 KO0201  NGVD 29 (??/??/92) 1391.20   (m)         4564.3    (f) COMPUTED    1 1
 KO0201
 KO0201.Superseded values are not recommended for survey control.
 KO0201
 KO0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0201.See file dsdata.pdf to determine how the superseded data were derived.
 KO0201
 KO0201_MARKER: DB = BENCH MARK DISK
 KO0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0201_STAMPING: D 180 1970
 KO0201_MARK LOGO: CGS
 KO0201_PROJECTION: PROJECTING
 KO0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0201+STABILITY: SURFACE MOTION
 KO0201
 KO0201  HISTORY     - Date     Condition        Report By
 KO0201  HISTORY     - 1970     MONUMENTED       NGS
 KO0201
 KO0201                          STATION DESCRIPTION
 KO0201
 KO0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0201'14.9 MI SW FROM DELTA.
 KO0201'14.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0201'AT DELTA, 1 1/2 FEET NORTHEAST OF MILEPOLE 634.50, 87.8 FEET NORTHWEST
 KO0201'OF THE NORTHWEST RAIL, 21 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 KO0201'HIGHWAY 257, 3.2 FEET SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE,
 KO0201'2.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 KO0201'HIGHWAY, ABOUT 3 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 KO0201'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0249 ***********************************************************************
 JO0249  DESIGNATION -  D 181
 JO0249  PID         -  JO0249
 JO0249  STATE/COUNTY-  UT/MILLARD
 JO0249  COUNTRY     -  US
 JO0249  USGS QUAD   -  BORDEN (2017)
 JO0249
 JO0249                         *CURRENT SURVEY CONTROL
 JO0249  ______________________________________________________________________
 JO0249* NAD 83(1986) POSITION- 38 52 58.     (N) 112 49 06.     (W)   SCALED
 JO0249* NAVD 88 ORTHO HEIGHT -  1452.401 (meters)     4765.09  (feet) ADJUSTED
 JO0249  ______________________________________________________________________
 JO0249  GEOID HEIGHT    -        -20.128 (meters)                     GEOID18
 JO0249  DYNAMIC HEIGHT  -       1450.979 (meters)     4760.42  (feet) COMP
 JO0249  MODELED GRAVITY -    979,598.6   (mgal)                       NAVD 88
 JO0249  OBS GRAVITY     -    979,605.7   (mgal)                       GRAV_OBS
 JO0249
 JO0249  VERT ORDER      -  FIRST     CLASS I
 JO0249
 JO0249.The horizontal coordinates were scaled from a map and have
 JO0249.an estimated accuracy of +/- 6 seconds.
 JO0249
 JO0249.The orthometric height was determined by differential leveling and
 JO0249.adjusted by the NATIONAL GEODETIC SURVEY
 JO0249.in June 1991.
 JO0249
 JO0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0249.GEOID18 height accuracy estimate available here.
 JO0249
 JO0249.Click photographs - Photos may exist for this station.
 JO0249
 JO0249.The dynamic height is computed by dividing the NAVD 88
 JO0249.geopotential number by the normal gravity value computed on the
 JO0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0249.degrees latitude (g = 980.6199 gals.).
 JO0249
 JO0249.The modeled gravity was interpolated from observed gravity values.
 JO0249
 JO0249.The observed gravity was obtained from relative gravimeter ties
 JO0249.to the IGSN71 gravity network.
 JO0249
 JO0249;                    North         East    Units  Estimated Accuracy
 JO0249;SPC UT C     - 2,061,840.      385,610.      MT  (+/- 180 meters Scaled)
 JO0249
 JO0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ422053(NAD 83)
 JO0249
 JO0249                          SUPERSEDED SURVEY CONTROL
 JO0249
 JO0249  NGVD 29 (??/??/92) 1451.31   (m)         4761.5    (f) COMPUTED    1 1
 JO0249
 JO0249.Superseded values are not recommended for survey control.
 JO0249
 JO0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0249.See file dsdata.pdf to determine how the superseded data were derived.
 JO0249
 JO0249_MARKER: DB = BENCH MARK DISK
 JO0249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JO0249_SP_SET: ABUTMENT
 JO0249_STAMPING: D 181 1970
 JO0249_MARK LOGO: CGS
 JO0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0249
 JO0249  HISTORY     - Date     Condition        Report By
 JO0249  HISTORY     - 1970     MONUMENTED       NGS
 JO0249
 JO0249                          STATION DESCRIPTION
 JO0249
 JO0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0249'14.6 MI NE FROM BLACK ROCK.
 JO0249'14.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JO0249'AT BLACK ROCK, 1/2 POLE NORTH OF MILEPOLE 614, IN THE TOP AND 1.0 FOOT
 JO0249'WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF BRIDGE 614.0,
 JO0249'6.2 FEET EAST OF THE EAST RAIL, AND ABOUT 1 1/2 FEET LOWER THAN THE
 JO0249'TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0214 ***********************************************************************
 JO0214  DESIGNATION -  D 182
 JO0214  PID         -  JO0214
 JO0214  STATE/COUNTY-  UT/MILLARD
 JO0214  COUNTRY     -  US
 JO0214  USGS QUAD   -  BLACK ROCK (2017)
 JO0214
 JO0214                         *CURRENT SURVEY CONTROL
 JO0214  ______________________________________________________________________
 JO0214* NAD 83(1986) POSITION- 38 38 19.     (N) 112 59 00.     (W)   SCALED
 JO0214* NAVD 88 ORTHO HEIGHT -  1486.973 (meters)     4878.51  (feet) ADJUSTED
 JO0214  ______________________________________________________________________
 JO0214  GEOID HEIGHT    -        -20.593 (meters)                     GEOID18
 JO0214  DYNAMIC HEIGHT  -       1485.476 (meters)     4873.60  (feet) COMP
 JO0214  MODELED GRAVITY -    979,570.0   (mgal)                       NAVD 88
 JO0214  OBS GRAVITY     -    979,567.3   (mgal)                       GRAV_OBS
 JO0214
 JO0214  VERT ORDER      -  FIRST     CLASS I
 JO0214
 JO0214.The horizontal coordinates were scaled from a map and have
 JO0214.an estimated accuracy of +/- 6 seconds.
 JO0214
 JO0214.The orthometric height was determined by differential leveling and
 JO0214.adjusted by the NATIONAL GEODETIC SURVEY
 JO0214.in June 1991.
 JO0214
 JO0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0214.GEOID18 height accuracy estimate available here.
 JO0214
 JO0214.Click photographs - Photos may exist for this station.
 JO0214
 JO0214.The dynamic height is computed by dividing the NAVD 88
 JO0214.geopotential number by the normal gravity value computed on the
 JO0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0214.degrees latitude (g = 980.6199 gals.).
 JO0214
 JO0214.The modeled gravity was interpolated from observed gravity values.
 JO0214
 JO0214.The observed gravity was obtained from relative gravimeter ties
 JO0214.to the IGSN71 gravity network.
 JO0214
 JO0214;                    North         East    Units  Estimated Accuracy
 JO0214;SPC UT C     - 2,034,960.      370,840.      MT  (+/- 180 meters Scaled)
 JO0214
 JO0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH273785(NAD 83)
 JO0214
 JO0214                          SUPERSEDED SURVEY CONTROL
 JO0214
 JO0214  NGVD 29 (??/??/92) 1485.660  (m)         4874.20   (f) ADJ UNCH    1 1
 JO0214
 JO0214.Superseded values are not recommended for survey control.
 JO0214
 JO0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0214.See file dsdata.pdf to determine how the superseded data were derived.
 JO0214
 JO0214_MARKER: DB = BENCH MARK DISK
 JO0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0214_STAMPING: D 182 1970
 JO0214_MARK LOGO: CGS
 JO0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0214+STABILITY: SURFACE MOTION
 JO0214
 JO0214  HISTORY     - Date     Condition        Report By
 JO0214  HISTORY     - 1970     MONUMENTED       NGS
 JO0214
 JO0214                          STATION DESCRIPTION
 JO0214
 JO0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0214'5.4 MI S FROM BLACK ROCK.
 JO0214'5.4 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JO0214'BLACK ROCK, 1 1/2 FEET SOUTH OF MILEPOLE 594, 89.4 FEET WEST OF THE
 JO0214'WEST RAIL, 44 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 257, 9.9
 JO0214'FEET EAST OF A FENCE, 1.6 FEET NORTH OF A WITNESS POST, ABOUT 6 FEET
 JO0214'LOWER THAN THE TRACK, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, A DISK ON
 JO0214'THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A
 JO0214'DEPTH OF 16 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A
 JO0214'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0331 ***********************************************************************
 JO0331  DESIGNATION -  D 183
 JO0331  PID         -  JO0331
 JO0331  STATE/COUNTY-  UT/BEAVER
 JO0331  COUNTRY     -  US
 JO0331  USGS QUAD   -  MILFORD (2017)
 JO0331
 JO0331                         *CURRENT SURVEY CONTROL
 JO0331  ______________________________________________________________________
 JO0331* NAD 83(1986) POSITION- 38 25 22.     (N) 113 05 34.     (W)   SCALED
 JO0331* NAVD 88 ORTHO HEIGHT -  1623.261 (meters)     5325.65  (feet) ADJUSTED
 JO0331  ______________________________________________________________________
 JO0331  GEOID HEIGHT    -        -20.891 (meters)                     GEOID18
 JO0331  DYNAMIC HEIGHT  -       1621.566 (meters)     5320.09  (feet) COMP
 JO0331  MODELED GRAVITY -    979,526.6   (mgal)                       NAVD 88
 JO0331
 JO0331  VERT ORDER      -  FIRST     CLASS I
 JO0331
 JO0331.The horizontal coordinates were scaled from a map and have
 JO0331.an estimated accuracy of +/- 6 seconds.
 JO0331
 JO0331.The orthometric height was determined by differential leveling and
 JO0331.adjusted by the NATIONAL GEODETIC SURVEY
 JO0331.in June 1991.
 JO0331
 JO0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0331.GEOID18 height accuracy estimate available here.
 JO0331
 JO0331.Click photographs - Photos may exist for this station.
 JO0331
 JO0331.The dynamic height is computed by dividing the NAVD 88
 JO0331.geopotential number by the normal gravity value computed on the
 JO0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0331.degrees latitude (g = 980.6199 gals.).
 JO0331
 JO0331.The modeled gravity was interpolated from observed gravity values.
 JO0331
 JO0331;                    North         East    Units  Estimated Accuracy
 JO0331;SPC UT S     - 3,196,090.      360,910.      MT  (+/- 180 meters Scaled)
 JO0331
 JO0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH173547(NAD 83)
 JO0331
 JO0331                          SUPERSEDED SURVEY CONTROL
 JO0331
 JO0331.No superseded survey control is available for this station.
 JO0331
 JO0331_MARKER: DB = BENCH MARK DISK
 JO0331_SETTING: 66 = SET IN ROCK OUTCROP
 JO0331_STAMPING: D 183 1970
 JO0331_MARK LOGO: CGS
 JO0331_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0331+STABILITY: POSITION/ELEVATION WELL
 JO0331
 JO0331  HISTORY     - Date     Condition        Report By
 JO0331  HISTORY     - 1970     MONUMENTED       NGS
 JO0331  HISTORY     - 1984     GOOD             NGS
 JO0331  HISTORY     - 1984     GOOD             NGS
 JO0331
 JO0331                          STATION DESCRIPTION
 JO0331
 JO0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0331'5.15 MI NW FROM MILFORD.
 JO0331'4.9 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF MAIN
 JO0331'STREET AT MILFORD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, AT THE
 JO0331'SOUTHWEST BASE OF A ROCKY HILL, ON THE EAST BANK OF A DRY WASH, IN THE
 JO0331'TOP OF A MASSIVE GRAY ROCK OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE
 JO0331'THE GROUND, 119 FEET EAST OF THE CENTER LINE OF THE ROAD, 27 FEET EAST
 JO0331'OF THE CENTER OF THE DRY WASH, 46.2 FEET SOUTH-SOUTHEAST OF BENCH MARK
 JO0331'E 183, 84.9 FEET SOUTHWEST OF BENCH MARK F 183, 2.5 FEET NORTH OF A
 JO0331'WITNESS POST, AND ABOUT 5 FEET LOWER THAN THE ROAD. SECTION 33, T27S,
 JO0331'R11W.
 JO0331
 JO0331                          STATION RECOVERY (1984)
 JO0331
 JO0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0331'RECOVERED IN GOOD CONDITION.  THE 1970 DESCRIPTION IS ADEQUATE EXCEPT
 JO0331'THE MARK IS 0.9 METERS  N FROM A WITNESS POST.
 JO0331'THE MARK IS 1.7 M BELOW THE ROAD.
 JO0331
 JO0331                          STATION RECOVERY (1984)
 JO0331
 JO0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0331'RECOVERED IN GOOD CONDITION.  THE 1970 DESCRIPTION IS ADEQUATE EXCEPT
 JO0331'7.62 KM (4.73 MI) WEST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION WITH
 JO0331'STATE HIGHWAY 257 AT MILFORD, THENCE 0.44 KM (0.27 MI) NORTHWEST ALONG
 JO0331'A TRACK ROAD.
 JO0331'THE MARK IS 0.9 METERS  N FROM A WITNESS POST.
 JO0331'THE MARK IS 1.7 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0303 ***********************************************************************
 JM0303  DESIGNATION -  D 19
 JM0303  PID         -  JM0303
 JM0303  STATE/COUNTY-  UT/GRAND
 JM0303  COUNTRY     -  US
 JM0303  USGS QUAD   -  MERRIMAC BUTTE (2017)
 JM0303
 JM0303                         *CURRENT SURVEY CONTROL
 JM0303  ______________________________________________________________________
 JM0303* NAD 83(1986) POSITION- 38 41 22.03   (N) 109 42 04.08   (W)   HD_HELD1
 JM0303* NAVD 88 ORTHO HEIGHT -  1362.104 (meters)     4468.84  (feet) ADJUSTED
 JM0303  ______________________________________________________________________
 JM0303  GEOID HEIGHT    -        -20.724 (meters)                     GEOID18
 JM0303  DYNAMIC HEIGHT  -       1360.699 (meters)     4464.23  (feet) COMP
 JM0303  MODELED GRAVITY -    979,550.8   (mgal)                       NAVD 88
 JM0303
 JM0303  VERT ORDER      -  FIRST     CLASS II
 JM0303
 JM0303.The horizontal coordinates were determined by differentially corrected
 JM0303.hand held GPS observations or other comparable positioning techniques
 JM0303.and have an estimated accuracy of +/- 3 meters.
 JM0303
 JM0303.The orthometric height was determined by differential leveling and
 JM0303.adjusted by the NATIONAL GEODETIC SURVEY
 JM0303.in June 1991.
 JM0303
 JM0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0303.GEOID18 height accuracy estimate available here.
 JM0303
 JM0303.Click photographs - Photos may exist for this station.
 JM0303
 JM0303.The dynamic height is computed by dividing the NAVD 88
 JM0303.geopotential number by the normal gravity value computed on the
 JM0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0303.degrees latitude (g = 980.6199 gals.).
 JM0303
 JM0303.The modeled gravity was interpolated from observed gravity values.
 JM0303
 JM0303;                    North         East    Units  Estimated Accuracy
 JM0303;SPC UT C     - 2,041,111.9     656,512.8     MT  (+/- 3 meters HH1 GPS) 
 JM0303
 JM0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH1296383116(NAD 83)
 JM0303
 JM0303                          SUPERSEDED SURVEY CONTROL
 JM0303
 JM0303  NGVD 29 (??/??/92) 1361.091  (m)         4465.51   (f) ADJ UNCH    1 2
 JM0303
 JM0303.Superseded values are not recommended for survey control.
 JM0303
 JM0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0303.See file dsdata.pdf to determine how the superseded data were derived.
 JM0303
 JM0303_MARKER: DB = BENCH MARK DISK
 JM0303_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JM0303_SP_SET: BOX CULVERT HEADWALL
 JM0303_STAMPING: 4465.513 D 19 1933
 JM0303_MARK LOGO: CGS
 JM0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0303+STABILITY: SURFACE MOTION
 JM0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0303+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2020
 JM0303
 JM0303  HISTORY     - Date     Condition        Report By
 JM0303  HISTORY     - 1933     MONUMENTED       CGS
 JM0303  HISTORY     - 1934     GOOD             CGS
 JM0303  HISTORY     - 1965     GOOD             CGS
 JM0303  HISTORY     - 20091122 GOOD             GEOCAC
 JM0303  HISTORY     - 20190322 GOOD             INDIV
 JM0303  HISTORY     - 20200229 GOOD             INDIV
 JM0303
 JM0303                          STATION DESCRIPTION
 JM0303
 JM0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0303'12.8 MI N FROM MOAB.
 JM0303'12.8 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT MOAB,
 JM0303'GRAND COUNTY, 2.9 MILES SOUTH OF THE ABANDONED LOCATION OF COURTHOUSE
 JM0303'TAVERN, 1.1 MILES NORTH OF SEVEN MILE WASH, AT A 6-FOOT CONCRETE
 JM0303'CULVERT, AND IN THE TOP OF THE NORTH END OF THE WEST HEADWALL.  A
 JM0303'STANDARD DISK, STAMPED 4465.513 D 19 1933.
 JM0303
 JM0303                          STATION RECOVERY (1965)
 JM0303
 JM0303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JM0303'RECOVERED IN GOOD CONDITION.
 JM0303
 JM0303                          STATION RECOVERY (2009)
 JM0303
 JM0303'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0303'ABANDONED HIGHWAY IS NOW A GRADED ROAD.
 JM0303
 JM0303                          STATION RECOVERY (2019)
 JM0303
 JM0303'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (DBM)
 JM0303'POINT IS LOCATED ABOUT 1, 300 FT (91.4 M) WEST OF US HIGHWAY 191, 400
 JM0303'W OF THE RAILROAD, JUST WEST OFF A GRADED DIRT ROAD KNOWN AS BLM 215.
 JM0303'THE POINT IS LOCATED ON A CULVERT THAT BLM 215 PASSES OVER, ON THE
 JM0303'NORTHWEST STONE OF THE CULVERT.  IT COULD BE DRIVEN TO IN GOOD
 JM0303'WEATHER, BUT 4X4 IS RECOMMENDED.
 JM0303
 JM0303                          STATION RECOVERY (2020)
 JM0303
 JM0303'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 JM0303'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0228 ***********************************************************************
 JM0228  DESIGNATION -  D 20
 JM0228  PID         -  JM0228
 JM0228  STATE/COUNTY-  UT/SAN JUAN
 JM0228  COUNTRY     -  US
 JM0228  USGS QUAD   -  KANE SPRINGS (2017)
 JM0228
 JM0228                         *CURRENT SURVEY CONTROL
 JM0228  ______________________________________________________________________
 JM0228* NAD 83(1986) POSITION- 38 25 00.     (N) 109 26 25.     (W)   SCALED
 JM0228* NAVD 88 ORTHO HEIGHT -  1658.106 (meters)     5439.97  (feet) ADJUSTED
 JM0228  ______________________________________________________________________
 JM0228  GEOID HEIGHT    -        -19.328 (meters)                     GEOID18
 JM0228  DYNAMIC HEIGHT  -       1656.333 (meters)     5434.15  (feet) COMP
 JM0228  MODELED GRAVITY -    979,501.1   (mgal)                       NAVD 88
 JM0228
 JM0228  VERT ORDER      -  FIRST     CLASS II
 JM0228
 JM0228.The horizontal coordinates were scaled from a map and have
 JM0228.an estimated accuracy of +/- 6 seconds.
 JM0228
 JM0228.The orthometric height was determined by differential leveling and
 JM0228.adjusted by the NATIONAL GEODETIC SURVEY
 JM0228.in June 1991.
 JM0228
 JM0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0228.GEOID18 height accuracy estimate available here.
 JM0228
 JM0228.Click photographs - Photos may exist for this station.
 JM0228
 JM0228.The dynamic height is computed by dividing the NAVD 88
 JM0228.geopotential number by the normal gravity value computed on the
 JM0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0228.degrees latitude (g = 980.6199 gals.).
 JM0228
 JM0228.The modeled gravity was interpolated from observed gravity values.
 JM0228
 JM0228;                    North         East    Units  Estimated Accuracy
 JM0228;SPC UT S     - 3,196,210.      679,870.      MT  (+/- 180 meters Scaled)
 JM0228
 JM0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH361531(NAD 83)
 JM0228
 JM0228                          SUPERSEDED SURVEY CONTROL
 JM0228
 JM0228  NGVD 29 (??/??/92) 1657.084  (m)         5436.62   (f) ADJ UNCH    1 2
 JM0228
 JM0228.Superseded values are not recommended for survey control.
 JM0228
 JM0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0228.See file dsdata.pdf to determine how the superseded data were derived.
 JM0228
 JM0228_MARKER: DB = BENCH MARK DISK
 JM0228_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JM0228_SP_SET: BOX CULVERT HEADWALL
 JM0228_STAMPING: 5436.616 D 20 1933
 JM0228_MARK LOGO: CGS
 JM0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0228+STABILITY: SURFACE MOTION
 JM0228
 JM0228  HISTORY     - Date     Condition        Report By
 JM0228  HISTORY     - 1933     MONUMENTED       CGS
 JM0228  HISTORY     - 1934     GOOD             CGS
 JM0228  HISTORY     - 1982     GOOD             USGS
 JM0228
 JM0228                          STATION DESCRIPTION
 JM0228
 JM0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0228'14.1 MI SE FROM MOAB.
 JM0228'IN SAN JUAN COUNTY, 14.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 450 FROM
 JM0228'THE COURTHOUSE AT MOAB, GRAND COUNTY, 5.8 MILES SOUTHEAST OF THE GRAND
 JM0228'SAN JUAN COUNTY LINE, AT A 4- BY 4-FOOT CONCRETE BOX CULVERT, AND IN
 JM0228'THE TOP OF THE EAST END OF THE NORTH HEADWALL.  A STANDARD DISK,
 JM0228'STAMPED 5436.616 D 20 1933.
 JM0228
 JM0228                          STATION RECOVERY (1982)
 JM0228
 JM0228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0228'MOAB, UTAH. 13.6 MILES SOUTHEAST ALONG U.S. HWY 191 FROM MAIN AND
 JM0228'CENTER STREETS IN MOAB, UTAH. 400 FT. NORTH OF HWY. AT A 4 BY 4 FOOT
 JM0228'CONCRETE BOX CULVERT (ON THE OLD HWY) AND IN THE TOP OF THE EAST END
 JM0228'OF THE NORTH HEADWALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0256 ***********************************************************************
 JM0256  DESIGNATION -  D 21
 JM0256  PID         -  JM0256
 JM0256  STATE/COUNTY-  UT/SAN JUAN
 JM0256  COUNTRY     -  US
 JM0256  USGS QUAD   -  CHURCH ROCK (2017)
 JM0256
 JM0256                         *CURRENT SURVEY CONTROL
 JM0256  ______________________________________________________________________
 JM0256* NAD 83(1986) POSITION- 38 07 00.84   (N) 109 21 54.20   (W)   HD_HELD1
 JM0256* NAVD 88 ORTHO HEIGHT -  1830.622 (meters)     6005.97  (feet) ADJUSTED
 JM0256  ______________________________________________________________________
 JM0256  GEOID HEIGHT    -        -18.889 (meters)                     GEOID18
 JM0256  DYNAMIC HEIGHT  -       1828.565 (meters)     5999.22  (feet) COMP
 JM0256  MODELED GRAVITY -    979,440.4   (mgal)                       NAVD 88
 JM0256
 JM0256  VERT ORDER      -  FIRST     CLASS II
 JM0256
 JM0256.The horizontal coordinates were determined by differentially corrected
 JM0256.hand held GPS observations or other comparable positioning techniques
 JM0256.and have an estimated accuracy of +/- 3 meters.
 JM0256
 JM0256.The orthometric height was determined by differential leveling and
 JM0256.adjusted by the NATIONAL GEODETIC SURVEY
 JM0256.in June 1991.
 JM0256
 JM0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0256.GEOID18 height accuracy estimate available here.
 JM0256
 JM0256.Click photographs - Photos may exist for this station.
 JM0256
 JM0256.The dynamic height is computed by dividing the NAVD 88
 JM0256.geopotential number by the normal gravity value computed on the
 JM0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0256.degrees latitude (g = 980.6199 gals.).
 JM0256
 JM0256.The modeled gravity was interpolated from observed gravity values.
 JM0256
 JM0256;                    North         East    Units  Estimated Accuracy
 JM0256;SPC UT S     - 3,163,091.3     687,197.1     MT  (+/- 3 meters HH1 GPS) 
 JM0256
 JM0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH4332020047(NAD 83)
 JM0256
 JM0256                          SUPERSEDED SURVEY CONTROL
 JM0256
 JM0256  NGVD 29 (??/??/92) 1829.561  (m)         6002.48   (f) ADJ UNCH    1 2
 JM0256
 JM0256.Superseded values are not recommended for survey control.
 JM0256
 JM0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0256.See file dsdata.pdf to determine how the superseded data were derived.
 JM0256
 JM0256_MARKER: DB = BENCH MARK DISK
 JM0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0256_STAMPING: D 21 1933 6002.485
 JM0256_MARK LOGO: CGS
 JM0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0256+STABILITY: SURFACE MOTION
 JM0256
 JM0256  HISTORY     - Date     Condition        Report By
 JM0256  HISTORY     - 1933     MONUMENTED       CGS
 JM0256  HISTORY     - 1934     GOOD             CGS
 JM0256  HISTORY     - 1982     GOOD             USGS
 JM0256
 JM0256                          STATION DESCRIPTION
 JM0256
 JM0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0256'17.6 MI N FROM MONTICELLO.
 JM0256'17.6 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 JM0256'MONTICELLO, SAN JUAN COUNTY, ON A NORTH SLOPE, 160 FEET SOUTHEAST OF A
 JM0256'48-INCH CULVERT, AT A WASH, 81 FEET EAST OF THE CENTERLINE OF THE
 JM0256'HIGHWAY, AND 2 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED
 JM0256'6002.485 D 21 1933 AND SET IN THE TOP OF A CONCRETE POST.
 JM0256
 JM0256                          STATION RECOVERY (1982)
 JM0256
 JM0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0256'LA SAL JUNCTION, 13.6 MILES SOUTHEAST ALONG US. HWY. 191 FROM LA SAL
 JM0256'JUNCTION AT THE CROSSING OF LIGHTING DRAW. 94 FT. SOUTH OF DRAIN, 315
 JM0256'FT. NORTHEAST CENTERLINE HWY. STA. TRACK ROAD WEST. 185 FT. EAST
 JM0256'CENTERLINE OF HWY. AND 13 FT. WEST OF R.O.W. FENCE . A STANDARD DISK
 JM0256'STAMPED 6002.485 D-21 1933, SET IN THE TOP OF A CONCRETE POST
 JM0256'PROJECTING 0.6 FT. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0165 ***********************************************************************
 HM0165  DESIGNATION -  D 22
 HM0165  PID         -  HM0165
 HM0165  STATE/COUNTY-  UT/SAN JUAN
 HM0165  COUNTRY     -  US
 HM0165  USGS QUAD   -  ABAJO PEAK (2017)
 HM0165
 HM0165                         *CURRENT SURVEY CONTROL
 HM0165  ______________________________________________________________________
 HM0165* NAD 83(1986) POSITION- 37 45 34.     (N) 109 23 41.     (W)   SCALED
 HM0165* NAVD 88 ORTHO HEIGHT -  2202.084 (meters)     7224.67  (feet) ADJUSTED
 HM0165  ______________________________________________________________________
 HM0165  GEOID HEIGHT    -        -19.176 (meters)                     GEOID18
 HM0165  DYNAMIC HEIGHT  -       2199.381 (meters)     7215.80  (feet) COMP
 HM0165  MODELED GRAVITY -    979,322.8   (mgal)                       NAVD 88
 HM0165
 HM0165  VERT ORDER      -  FIRST     CLASS II
 HM0165
 HM0165.The horizontal coordinates were scaled from a map and have
 HM0165.an estimated accuracy of +/- 6 seconds.
 HM0165
 HM0165.The orthometric height was determined by differential leveling and
 HM0165.adjusted by the NATIONAL GEODETIC SURVEY
 HM0165.in June 1991.
 HM0165
 HM0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0165.GEOID18 height accuracy estimate available here.
 HM0165
 HM0165.Click photographs - Photos may exist for this station.
 HM0165
 HM0165.The dynamic height is computed by dividing the NAVD 88
 HM0165.geopotential number by the normal gravity value computed on the
 HM0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0165.degrees latitude (g = 980.6199 gals.).
 HM0165
 HM0165.The modeled gravity was interpolated from observed gravity values.
 HM0165
 HM0165;                    North         East    Units  Estimated Accuracy
 HM0165;SPC UT S     - 3,123,370.      685,490.      MT  (+/- 180 meters Scaled)
 HM0165
 HM0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG414803(NAD 83)
 HM0165
 HM0165                          SUPERSEDED SURVEY CONTROL
 HM0165
 HM0165  NGVD 29 (??/??/92) 2200.893  (m)         7220.76   (f) ADJ UNCH    1 2
 HM0165
 HM0165.Superseded values are not recommended for survey control.
 HM0165
 HM0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0165.See file dsdata.pdf to determine how the superseded data were derived.
 HM0165
 HM0165_MARKER: DB = BENCH MARK DISK
 HM0165_SETTING: 80 = SET IN A BOULDER
 HM0165_STAMPING: 7220.763 D 22 1933
 HM0165_MARK LOGO: CGS
 HM0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0165+STABILITY: SURFACE MOTION
 HM0165
 HM0165  HISTORY     - Date     Condition        Report By
 HM0165  HISTORY     - 1933     MONUMENTED       CGS
 HM0165  HISTORY     - 1934     GOOD             CGS
 HM0165  HISTORY     - 1979     MARK NOT FOUND   NGS
 HM0165  HISTORY     - 1979     MARK NOT FOUND   NGS
 HM0165
 HM0165                          STATION DESCRIPTION
 HM0165
 HM0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0165'9.7 MI SW FROM MONTICELLO.
 HM0165'9.7 MILES SOUTHWEST ALONG STATE HIGHWAY 47 FROM THE COURTHOUSE AT
 HM0165'MONTICELLO, SAN JUAN COUNTY, NEAR THE EAST SIDE OF A LARGE FILL AT A
 HM0165'DEEP RAVINE, 74 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 HM0165'IN THE TOP OF A 10-FOOT BOULDER PERCHED ON TOP OF A 15-FOOT LEDGE.  A
 HM0165'STANDARD DISK, STAMPED 7220.763 D 22 1933.
 HM0165
 HM0165                          STATION RECOVERY (1979)
 HM0165
 HM0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0165'MARK NOT FOUND.
 HM0165
 HM0165                          STATION RECOVERY (1979)
 HM0165
 HM0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0165'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0231 ***********************************************************************
 HM0231  DESIGNATION -  D 23
 HM0231  PID         -  HM0231
 HM0231  STATE/COUNTY-  UT/SAN JUAN
 HM0231  COUNTRY     -  US
 HM0231  USGS QUAD   -  BIG BENCH (2017)
 HM0231
 HM0231                         *CURRENT SURVEY CONTROL
 HM0231  ______________________________________________________________________
 HM0231* NAD 83(1986) POSITION- 37 25 00.     (N) 109 28 46.     (W)   SCALED
 HM0231* NAVD 88 ORTHO HEIGHT -  1519.723 (meters)     4985.96  (feet) ADJUSTED
 HM0231  ______________________________________________________________________
 HM0231  GEOID HEIGHT    -        -20.628 (meters)                     GEOID18
 HM0231  DYNAMIC HEIGHT  -       1517.998 (meters)     4980.30  (feet) COMP
 HM0231  MODELED GRAVITY -    979,442.1   (mgal)                       NAVD 88
 HM0231
 HM0231  VERT ORDER      -  FIRST     CLASS II
 HM0231
 HM0231.The horizontal coordinates were scaled from a map and have
 HM0231.an estimated accuracy of +/- 6 seconds.
 HM0231
 HM0231.The orthometric height was determined by differential leveling and
 HM0231.adjusted by the NATIONAL GEODETIC SURVEY
 HM0231.in August 2022.
 HM0231
 HM0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0231.GEOID18 height accuracy estimate available here.
 HM0231
 HM0231.Click photographs - Photos may exist for this station.
 HM0231
 HM0231.The dynamic height is computed by dividing the NAVD 88
 HM0231.geopotential number by the normal gravity value computed on the
 HM0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0231.degrees latitude (g = 980.6199 gals.).
 HM0231
 HM0231.The modeled gravity was interpolated from observed gravity values.
 HM0231
 HM0231;                    North         East    Units  Estimated Accuracy
 HM0231;SPC UT S     - 3,085,170.      678,850.      MT  (+/- 180 meters Scaled)
 HM0231
 HM0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG345421(NAD 83)
 HM0231
 HM0231                          SUPERSEDED SURVEY CONTROL
 HM0231
 HM0231  NAVD 88 (06/15/91) 1519.715  (m)         4985.93   (f) SUPERSEDED  1 2
 HM0231  NGVD 29 (??/??/92) 1518.728  (m)         4982.69   (f) ADJ UNCH    1 2
 HM0231
 HM0231.Superseded values are not recommended for survey control.
 HM0231
 HM0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0231.See file dsdata.pdf to determine how the superseded data were derived.
 HM0231
 HM0231_MARKER: DD = SURVEY DISK
 HM0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0231_STAMPING: 4982.693 D 23 1933
 HM0231_MARK LOGO: CGS
 HM0231_PROJECTION: PROJECTING 15 CENTIMETERS
 HM0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0231+STABILITY: SURFACE MOTION
 HM0231
 HM0231  HISTORY     - Date     Condition        Report By
 HM0231  HISTORY     - 1933     MONUMENTED       CGS
 HM0231  HISTORY     - 1962     GOOD             USGS
 HM0231  HISTORY     - 1983     GOOD             NGS
 HM0231
 HM0231                          STATION DESCRIPTION
 HM0231
 HM0231'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HM0231'10.5 MI N FROM BLUFF.
 HM0231'10.5 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT BLUFF,
 HM0231'SAN JUAN COUNTY, 1 MILE SOUTHWEST OF WHITE MESA HILL, 0.5 MILES
 HM0231'SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAYS 47 AND 262, 90 FEET
 HM0231'SOUTHWEST OF A GALVANIZED CULVERT, 53 FEET NORTHWEST (NORMAL) OF THE
 HM0231'CENTERLINE OF THE HIGHWAY AND 8 FEET EAST OF A TELEPHONE POLE.  A
 HM0231'STANDARD DISK, STAMPED 4982.693 D 23 1933 AND SET IN THE TOP OF A
 HM0231'CONCRETE POST.
 HM0231
 HM0231                          STATION RECOVERY (1983)
 HM0231
 HM0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0231'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  17.4 KM
 HM0231'(10.8 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST OFFICE IN
 HM0231'BLUFF, 0.8 KM (0.5 MI) SOUTHWEST OF STATE HIGHWAY 262, 68.5 METERS
 HM0231'(224.7 FT) NORTH OF MILEPOST 36, 14.2 (46.6 FT) NORTHWEST OF THE
 HM0231'CENTERLINE OF THE HIGHWAY, AND 2.6 METERS (8.5 FT) EAST OF A UTILITY
 HM0231'POLE.
 HM0231'THE MARK IS 2.5 METERS  SE FROM  A WITNESS POST AND FENCE
 HM0231'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0195 ***********************************************************************
 JO0195  DESIGNATION -  D 231
 JO0195  PID         -  JO0195
 JO0195  STATE/COUNTY-  UT/BEAVER
 JO0195  COUNTRY     -  US
 JO0195  USGS QUAD   -  BLACK RIDGE (2017)
 JO0195
 JO0195                         *CURRENT SURVEY CONTROL
 JO0195  ______________________________________________________________________
 JO0195* NAD 83(1986) POSITION- 38 16 48.     (N) 112 34 07.     (W)   SCALED
 JO0195* NAVD 88 ORTHO HEIGHT -  1887.869 (meters)     6193.78  (feet) ADJUSTED
 JO0195  ______________________________________________________________________
 JO0195  GEOID HEIGHT    -        -19.810 (meters)                     GEOID18
 JO0195  DYNAMIC HEIGHT  -       1885.607 (meters)     6186.36  (feet) COMP
 JO0195  MODELED GRAVITY -    979,365.4   (mgal)                       NAVD 88
 JO0195
 JO0195  VERT ORDER      -  SECOND    CLASS 0
 JO0195
 JO0195.The horizontal coordinates were scaled from a map and have
 JO0195.an estimated accuracy of +/- 6 seconds.
 JO0195
 JO0195.The orthometric height was determined by differential leveling and
 JO0195.adjusted by the NATIONAL GEODETIC SURVEY
 JO0195.in June 1991.
 JO0195
 JO0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0195.GEOID18 height accuracy estimate available here.
 JO0195
 JO0195.Click photographs - Photos may exist for this station.
 JO0195
 JO0195.The dynamic height is computed by dividing the NAVD 88
 JO0195.geopotential number by the normal gravity value computed on the
 JO0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0195.degrees latitude (g = 980.6199 gals.).
 JO0195
 JO0195.The modeled gravity was interpolated from observed gravity values.
 JO0195
 JO0195;                    North         East    Units  Estimated Accuracy
 JO0195;SPC UT S     - 3,179,590.      406,500.      MT  (+/- 180 meters Scaled)
 JO0195
 JO0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH628380(NAD 83)
 JO0195
 JO0195                          SUPERSEDED SURVEY CONTROL
 JO0195
 JO0195  NGVD 29 (??/??/92) 1886.530  (m)         6189.39   (f) ADJ UNCH    2 0
 JO0195
 JO0195.Superseded values are not recommended for survey control.
 JO0195
 JO0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0195.See file dsdata.pdf to determine how the superseded data were derived.
 JO0195
 JO0195_MARKER: DB = BENCH MARK DISK
 JO0195_SETTING: 66 = SET IN ROCK OUTCROP
 JO0195_STAMPING: D 231 1935
 JO0195_MARK LOGO: CGS
 JO0195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0195+STABILITY: POSITION/ELEVATION WELL
 JO0195
 JO0195  HISTORY     - Date     Condition        Report By
 JO0195  HISTORY     - 1935     MONUMENTED       CGS
 JO0195  HISTORY     - 1984     MARK NOT FOUND   USGS
 JO0195
 JO0195                          STATION DESCRIPTION
 JO0195
 JO0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0195'4.0 MI E FROM BEAVER.
 JO0195'ABOUT 4.0 MILES EAST ALONG STATE HIGHWAY 21 FROM BEAVER, BEAVER
 JO0195'COUNTY, NEAR THE CENTER OF A CANYON, 26 FEET NORTHWEST OF THE CENTER
 JO0195'LINE OF THE HIGHWAY, 8 FEET NORTHWEST OF A POLE, IN THE TOP OF A
 JO0195'LIMESTONE OUTCROP, AND ABOUT 2 FEET LOWER THAN THE ROADWAY.  A
 JO0195'STANDARD DISK, STAMPED D 231 1935.
 JO0195
 JO0195                          STATION RECOVERY (1984)
 JO0195
 JO0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JO0195'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0128 ***********************************************************************
 JO0128  DESIGNATION -  D 232
 JO0128  PID         -  JO0128
 JO0128  STATE/COUNTY-  UT/PIUTE
 JO0128  COUNTRY     -  US
 JO0128  USGS QUAD   -  DELANO PEAK (2017)
 JO0128
 JO0128                         *CURRENT SURVEY CONTROL
 JO0128  ______________________________________________________________________
 JO0128* NAD 83(1986) POSITION- 38 15 21.     (N) 112 19 45.     (W)   SCALED
 JO0128* NAVD 88 ORTHO HEIGHT -  2817.046 (meters)     9242.26  (feet) ADJUSTED
 JO0128  ______________________________________________________________________
 JO0128  GEOID HEIGHT    -        -19.032 (meters)                     GEOID18
 JO0128  DYNAMIC HEIGHT  -       2813.420 (meters)     9230.36  (feet) COMP
 JO0128  MODELED GRAVITY -    979,238.5   (mgal)                       NAVD 88
 JO0128
 JO0128  VERT ORDER      -  SECOND    CLASS 0
 JO0128
 JO0128.The horizontal coordinates were scaled from a map and have
 JO0128.an estimated accuracy of +/- 6 seconds.
 JO0128
 JO0128.The orthometric height was determined by differential leveling and
 JO0128.adjusted by the NATIONAL GEODETIC SURVEY
 JO0128.in June 1991.
 JO0128
 JO0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0128.GEOID18 height accuracy estimate available here.
 JO0128
 JO0128.Click photographs - Photos may exist for this station.
 JO0128
 JO0128.The dynamic height is computed by dividing the NAVD 88
 JO0128.geopotential number by the normal gravity value computed on the
 JO0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0128.degrees latitude (g = 980.6199 gals.).
 JO0128
 JO0128.The modeled gravity was interpolated from observed gravity values.
 JO0128
 JO0128;                    North         East    Units  Estimated Accuracy
 JO0128;SPC UT S     - 3,176,700.      427,430.      MT  (+/- 180 meters Scaled)
 JO0128
 JO0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH837350(NAD 83)
 JO0128
 JO0128                          SUPERSEDED SURVEY CONTROL
 JO0128
 JO0128  NGVD 29 (??/??/92) 2815.585  (m)         9237.47   (f) ADJ UNCH    2 0
 JO0128
 JO0128.Superseded values are not recommended for survey control.
 JO0128
 JO0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0128.See file dsdata.pdf to determine how the superseded data were derived.
 JO0128
 JO0128_MARKER: DB = BENCH MARK DISK
 JO0128_SETTING: 66 = SET IN ROCK OUTCROP
 JO0128_STAMPING: D 232 1935
 JO0128_MARK LOGO: CGS
 JO0128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0128+STABILITY: POSITION/ELEVATION WELL
 JO0128
 JO0128  HISTORY     - Date     Condition        Report By
 JO0128  HISTORY     - 1935     MONUMENTED       CGS
 JO0128  HISTORY     - 1975     GOOD             USGS
 JO0128
 JO0128                          STATION DESCRIPTION
 JO0128
 JO0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0128'9.5 MI NW FROM JUNCTION.
 JO0128'ABOUT 9.5 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM JUNCTION, PIUTE
 JO0128'COUNTY, ABOUT 125 FEET SOUTHEAST OF THE POINT OF A CURVE, ABOUT 64
 JO0128'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET EAST OF A LOG
 JO0128'FENCE, AND IN THE TOP OF A SANDSTONE OUTCROP.  A STANDARD DISK,
 JO0128'STAMPED D 232 1935.
 JO0128
 JO0128                          STATION RECOVERY (1975)
 JO0128
 JO0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0128'ABOUT 10.1 MILES NORTHWEST ALONG STATE HIGHWAY 153 FROM JUNCTION,
 JO0128'PIUTE COUNTY, ABOUT 125 FEET SOUTHEAST OF THE POINT OF A CURVE, ABOUT
 JO0128'64 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP
 JO0128'OF A SANDSTONE OUTCROP. A STANDARD DISK, STAMPED D 232 1935.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0157 ***********************************************************************
 KN0157  DESIGNATION -  D 239
 KN0157  PID         -  KN0157
 KN0157  STATE/COUNTY-  UT/CARBON
 KN0157  COUNTRY     -  US
 KN0157  USGS QUAD   -  COLTON (2017)
 KN0157
 KN0157                         *CURRENT SURVEY CONTROL
 KN0157  ______________________________________________________________________
 KN0157* NAD 83(1986) POSITION- 39 46 54.     (N) 111 05 20.     (W)   SCALED
 KN0157* NAVD 88 ORTHO HEIGHT -  2301.377 (meters)     7550.43  (feet) ADJUSTED
 KN0157  ______________________________________________________________________
 KN0157  GEOID HEIGHT    -        -15.863 (meters)                     GEOID18
 KN0157  DYNAMIC HEIGHT  -       2298.880 (meters)     7542.24  (feet) COMP
 KN0157  MODELED GRAVITY -    979,458.2   (mgal)                       NAVD 88
 KN0157
 KN0157  VERT ORDER      -  SECOND    CLASS 0
 KN0157
 KN0157.The horizontal coordinates were scaled from a map and have
 KN0157.an estimated accuracy of +/- 6 seconds.
 KN0157
 KN0157.The orthometric height was determined by differential leveling and
 KN0157.adjusted by the NATIONAL GEODETIC SURVEY
 KN0157.in June 1991.
 KN0157
 KN0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0157.GEOID18 height accuracy estimate available here.
 KN0157
 KN0157.Click photographs - Photos may exist for this station.
 KN0157
 KN0157.The dynamic height is computed by dividing the NAVD 88
 KN0157.geopotential number by the normal gravity value computed on the
 KN0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0157.degrees latitude (g = 980.6199 gals.).
 KN0157
 KN0157.The modeled gravity was interpolated from observed gravity values.
 KN0157
 KN0157;                    North         East    Units  Estimated Accuracy
 KN0157;SPC UT C     - 2,160,870.      535,210.      MT  (+/- 180 meters Scaled)
 KN0157
 KN0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK923035(NAD 83)
 KN0157
 KN0157                          SUPERSEDED SURVEY CONTROL
 KN0157
 KN0157  NGVD 29 (??/??/92) 2300.055  (m)         7546.10   (f) ADJ UNCH    2 0
 KN0157
 KN0157.Superseded values are not recommended for survey control.
 KN0157
 KN0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0157.See file dsdata.pdf to determine how the superseded data were derived.
 KN0157
 KN0157_MARKER: DB = BENCH MARK DISK
 KN0157_SETTING: 80 = SET IN A BOULDER
 KN0157_STAMPING: D 239 1935
 KN0157_MARK LOGO: CGS
 KN0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0157+STABILITY: SURFACE MOTION
 KN0157
 KN0157  HISTORY     - Date     Condition        Report By
 KN0157  HISTORY     - 1935     MONUMENTED       CGS
 KN0157
 KN0157                          STATION DESCRIPTION
 KN0157
 KN0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0157'7.2 MI NE FROM SCOFIELD.
 KN0157'ABOUT 7.2 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 KN0157'RAILROAD FROM SCOFIELD, CARBON COUNTY, ABOUT 100 YARDS EAST OF
 KN0157'MILEPOST C 8, IN THE TOP OF A LARGE SANDSTONE BOULDER, AND ABOUT 6
 KN0157'YARDS SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 KN0157'D 239 1935.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0253 ***********************************************************************
 HM0253  DESIGNATION -  D 24
 HM0253  PID         -  HM0253
 HM0253  STATE/COUNTY-  UT/SAN JUAN
 HM0253  COUNTRY     -  US
 HM0253  USGS QUAD   -  MEXICAN HAT (2017)
 HM0253
 HM0253                         *CURRENT SURVEY CONTROL
 HM0253  ______________________________________________________________________
 HM0253* NAD 83(1986) POSITION- 37 12 47.     (N) 109 50 29.     (W)   SCALED
 HM0253* NAVD 88 ORTHO HEIGHT -  1306.736 (meters)     4287.18  (feet) ADJUSTED
 HM0253  ______________________________________________________________________
 HM0253  GEOID HEIGHT    -        -20.773 (meters)                     GEOID18
 HM0253  DYNAMIC HEIGHT  -       1305.300 (meters)     4282.47  (feet) COMP
 HM0253  MODELED GRAVITY -    979,487.3   (mgal)                       NAVD 88
 HM0253
 HM0253  VERT ORDER      -  FIRST     CLASS II
 HM0253
 HM0253.The horizontal coordinates were scaled from a map and have
 HM0253.an estimated accuracy of +/- 6 seconds.
 HM0253
 HM0253.The orthometric height was determined by differential leveling and
 HM0253.adjusted by the NATIONAL GEODETIC SURVEY
 HM0253.in June 1991.
 HM0253
 HM0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0253.GEOID18 height accuracy estimate available here.
 HM0253
 HM0253.Click photographs - Photos may exist for this station.
 HM0253
 HM0253.The dynamic height is computed by dividing the NAVD 88
 HM0253.geopotential number by the normal gravity value computed on the
 HM0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0253.degrees latitude (g = 980.6199 gals.).
 HM0253
 HM0253.The modeled gravity was interpolated from observed gravity values.
 HM0253
 HM0253;                    North         East    Units  Estimated Accuracy
 HM0253;SPC UT S     - 3,061,950.      647,220.      MT  (+/- 180 meters Scaled)
 HM0253
 HM0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG028191(NAD 83)
 HM0253
 HM0253                          SUPERSEDED SURVEY CONTROL
 HM0253
 HM0253  NGVD 29 (??/??/92) 1305.836  (m)         4284.23   (f) ADJ UNCH    1 2
 HM0253
 HM0253.Superseded values are not recommended for survey control.
 HM0253
 HM0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0253.See file dsdata.pdf to determine how the superseded data were derived.
 HM0253
 HM0253_MARKER: DB = BENCH MARK DISK
 HM0253_SETTING: 66 = SET IN ROCK OUTCROP
 HM0253_STAMPING: 4284.230 D 24 1933
 HM0253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0253+STABILITY: POSITION/ELEVATION WELL
 HM0253
 HM0253  HISTORY     - Date     Condition        Report By
 HM0253  HISTORY     - 1933     MONUMENTED       CGS
 HM0253  HISTORY     - 1934     GOOD             CGS
 HM0253  HISTORY     - 1983     MARK NOT FOUND   NGS
 HM0253
 HM0253                          STATION DESCRIPTION
 HM0253
 HM0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0253'6.2 MI NE FROM MEXICAN HAT.
 HM0253'6.2 MILES NORTHEAST ALONG STATE HIGHWAY 47 FROM THE NEVILLS STONE
 HM0253'HOUSE AT MEXICAN HAT, SAN JUAN COUNTY, 200 YARDS SOUTH OF THE HIGHWAY,
 HM0253'ON THE SOUTH BANK OF A WASH, 40 YARDS SOUTHWEST OF THE CENTER OF A
 HM0253'WASH CROSSING, 21 FEET NORTH OF THE CENTERLINE OF THE OLD HIGHWAY, AT
 HM0253'A LARGE, RED, FLAT ROCK OUTCROP OF THE SOUTHEAST BANK OF THE WASH, 6
 HM0253'FEET SOUTHWEST OF THE EDGE OF THE OUTCROP, IN BEDROCK, AND LEVEL WITH
 HM0253'THE OLD HIGHWAY.  A STANDARD DISK, STAMPED 4284.230 D 24 1933.
 HM0253
 HM0253                          STATION RECOVERY (1983)
 HM0253
 HM0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0253'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0157 ***********************************************************************
 JN0157  DESIGNATION -  D 25
 JN0157  PID         -  JN0157
 JN0157  STATE/COUNTY-  UT/WAYNE
 JN0157  COUNTRY     -  US
 JN0157  USGS QUAD   -  CAINEVILLE (2017)
 JN0157
 JN0157                         *CURRENT SURVEY CONTROL
 JN0157  ______________________________________________________________________
 JN0157* NAD 83(1986) POSITION- 38 16 21.     (N) 111 04 04.     (W)   SCALED
 JN0157* NAVD 88 ORTHO HEIGHT -  1460.829 (meters)     4792.74  (feet) ADJUSTED
 JN0157  ______________________________________________________________________
 JN0157  GEOID HEIGHT    -        -19.651 (meters)                     GEOID18
 JN0157  DYNAMIC HEIGHT  -       1459.290 (meters)     4787.69  (feet) COMP
 JN0157  MODELED GRAVITY -    979,525.0   (mgal)                       NAVD 88
 JN0157
 JN0157  VERT ORDER      -  FIRST     CLASS II
 JN0157
 JN0157.The horizontal coordinates were scaled from a map and have
 JN0157.an estimated accuracy of +/- 6 seconds.
 JN0157
 JN0157.The orthometric height was determined by differential leveling and
 JN0157.adjusted by the NATIONAL GEODETIC SURVEY
 JN0157.in June 1991.
 JN0157
 JN0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0157.GEOID18 height accuracy estimate available here.
 JN0157
 JN0157.Click photographs - Photos may exist for this station.
 JN0157
 JN0157.The dynamic height is computed by dividing the NAVD 88
 JN0157.geopotential number by the normal gravity value computed on the
 JN0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0157.degrees latitude (g = 980.6199 gals.).
 JN0157
 JN0157.The modeled gravity was interpolated from observed gravity values.
 JN0157
 JN0157;                    North         East    Units  Estimated Accuracy
 JN0157;SPC UT S     - 3,178,310.      537,820.      MT  (+/- 180 meters Scaled)
 JN0157
 JN0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH940360(NAD 83)
 JN0157
 JN0157                          SUPERSEDED SURVEY CONTROL
 JN0157
 JN0157  NGVD 29 (??/??/92) 1459.746  (m)         4789.18   (f) ADJ UNCH    1 2
 JN0157
 JN0157.Superseded values are not recommended for survey control.
 JN0157
 JN0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0157.See file dsdata.pdf to determine how the superseded data were derived.
 JN0157
 JN0157_MARKER: DB = BENCH MARK DISK
 JN0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0157_STAMPING: D 25 1934
 JN0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0157+STABILITY: SURFACE MOTION
 JN0157
 JN0157  HISTORY     - Date     Condition        Report By
 JN0157  HISTORY     - 1934     MONUMENTED       CGS
 JN0157
 JN0157                          STATION DESCRIPTION
 JN0157
 JN0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0157'5.7 MI W FROM CAINEVILLE.
 JN0157'5.7 MILES WEST ALONG STATE HIGHWAY 24 FROM THE PUBLIC SCHOOL AT
 JN0157'CAINEVILLE, WAYNE COUNTY, 150 FEET SOUTHWEST OF A LARGE ROUND HILL,
 JN0157'120 FEET NORTHEAST OF A SHARP CURVE IN THE HIGHWAY, AND 36 FEET NORTH
 JN0157'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 25 1934
 JN0157'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0126 ***********************************************************************
 KM0126  DESIGNATION -  D 26
 KM0126  PID         -  KM0126
 KM0126  STATE/COUNTY-  UT/UINTAH
 KM0126  COUNTRY     -  US
 KM0126  USGS QUAD   -  DRAGON (2017)
 KM0126
 KM0126                         *CURRENT SURVEY CONTROL
 KM0126  ______________________________________________________________________
 KM0126* NAD 83(1986) POSITION- 39 49 59.2    (N) 109 07 14.8    (W)   HD_HELD2
 KM0126* NAVD 88 ORTHO HEIGHT -  1694.857 (meters)     5560.54  (feet) ADJUSTED
 KM0126  ______________________________________________________________________
 KM0126  GEOID HEIGHT    -        -16.796 (meters)                     GEOID18
 KM0126  DYNAMIC HEIGHT  -       1693.232 (meters)     5555.21  (feet) COMP
 KM0126  MODELED GRAVITY -    979,608.1   (mgal)                       NAVD 88
 KM0126
 KM0126  VERT ORDER      -  FIRST     CLASS II
 KM0126
 KM0126.The horizontal coordinates were established by autonomous hand held GPS
 KM0126.observations and have an estimated accuracy of +/- 10 meters.
 KM0126
 KM0126.The orthometric height was determined by differential leveling and
 KM0126.adjusted by the NATIONAL GEODETIC SURVEY
 KM0126.in June 1991.
 KM0126
 KM0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0126.GEOID18 height accuracy estimate available here.
 KM0126
 KM0126.Click photographs - Photos may exist for this station.
 KM0126
 KM0126.The dynamic height is computed by dividing the NAVD 88
 KM0126.geopotential number by the normal gravity value computed on the
 KM0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0126.degrees latitude (g = 980.6199 gals.).
 KM0126
 KM0126.The modeled gravity was interpolated from observed gravity values.
 KM0126
 KM0126;                    North         East    Units  Estimated Accuracy
 KM0126;SPC UT C     - 2,169,211.      703,620.      MT  (+/- 10 meters HH2 GPS)
 KM0126
 KM0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK6080410923(NAD 83)
 KM0126
 KM0126                          SUPERSEDED SURVEY CONTROL
 KM0126
 KM0126  NGVD 29 (??/??/92) 1693.630  (m)         5556.52   (f) ADJ UNCH    1 2
 KM0126
 KM0126.Superseded values are not recommended for survey control.
 KM0126
 KM0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0126.See file dsdata.pdf to determine how the superseded data were derived.
 KM0126
 KM0126_MARKER: DB = BENCH MARK DISK
 KM0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0126_STAMPING: D 26 1933
 KM0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0126+STABILITY: SURFACE MOTION
 KM0126
 KM0126  HISTORY     - Date     Condition        Report By
 KM0126  HISTORY     - 1933     MONUMENTED       CGS
 KM0126  HISTORY     - 1966     GOOD             USGS
 KM0126
 KM0126                          STATION DESCRIPTION
 KM0126
 KM0126'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0126'17.4 MI S FROM BONANZA.
 KM0126'17.4 MILES SOUTH ALONG THE BAXTER PASS ROAD FROM BONANZA, UINTAH
 KM0126'COUNTY, ABOUT 4.7 MILES NORTHWEST OF A SIGN DESIGNATING THE LOCATION
 KM0126'OF THE FORMER TOWN OF DRAGON, 0.2 MILES SOUTH OF A BRIDGE OVER
 KM0126'EVACUATION CREEK, 150 FEET NORTHEAST OF THE ROAD, 40 FEET SOUTHWEST OF
 KM0126'A DISMANTLED RAILROAD AND 2 FT. WEST OF A METAL WITNESS SIGN, AND SET
 KM0126'IN TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0270 ***********************************************************************
 LN0270  DESIGNATION -  D 27
 LN0270  PID         -  LN0270
 LN0270  STATE/COUNTY-  UT/UINTAH
 LN0270  COUNTRY     -  US
 LN0270  USGS QUAD   -  RASMUSSEN HOLLOW (2017)
 LN0270
 LN0270                         *CURRENT SURVEY CONTROL
 LN0270  ______________________________________________________________________
 LN0270* NAD 83(1986) POSITION- 40 15 14.     (N) 109 23 27.     (W)   SCALED
 LN0270* NAVD 88 ORTHO HEIGHT -  1563.196 (meters)     5128.59  (feet) ADJUSTED
 LN0270  ______________________________________________________________________
 LN0270  GEOID HEIGHT    -        -17.570 (meters)                     GEOID18
 LN0270  DYNAMIC HEIGHT  -       1561.774 (meters)     5123.92  (feet) COMP
 LN0270  MODELED GRAVITY -    979,661.7   (mgal)                       NAVD 88
 LN0270
 LN0270  VERT ORDER      -  FIRST     CLASS II
 LN0270
 LN0270.The horizontal coordinates were scaled from a map and have
 LN0270.an estimated accuracy of +/- 6 seconds.
 LN0270
 LN0270.The orthometric height was determined by differential leveling and
 LN0270.adjusted by the NATIONAL GEODETIC SURVEY
 LN0270.in June 1991.
 LN0270
 LN0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0270.GEOID18 height accuracy estimate available here.
 LN0270
 LN0270.Click photographs - Photos may exist for this station.
 LN0270
 LN0270.The dynamic height is computed by dividing the NAVD 88
 LN0270.geopotential number by the normal gravity value computed on the
 LN0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0270.degrees latitude (g = 980.6199 gals.).
 LN0270
 LN0270.The modeled gravity was interpolated from observed gravity values.
 LN0270
 LN0270;                    North         East    Units  Estimated Accuracy
 LN0270;SPC UT C     - 2,215,340.      679,410.      MT  (+/- 180 meters Scaled)
 LN0270
 LN0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK368571(NAD 83)
 LN0270
 LN0270                          SUPERSEDED SURVEY CONTROL
 LN0270
 LN0270  NGVD 29 (??/??/92) 1561.999  (m)         5124.66   (f) ADJ UNCH    1 2
 LN0270
 LN0270.Superseded values are not recommended for survey control.
 LN0270
 LN0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0270.See file dsdata.pdf to determine how the superseded data were derived.
 LN0270
 LN0270_MARKER: DB = BENCH MARK DISK
 LN0270_SETTING: 66 = SET IN ROCK OUTCROP
 LN0270_STAMPING: 5124.658 D 27 1933
 LN0270_MARK LOGO: CGS
 LN0270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0270+STABILITY: POSITION/ELEVATION WELL
 LN0270
 LN0270  HISTORY     - Date     Condition        Report By
 LN0270  HISTORY     - 1933     MONUMENTED       CGS
 LN0270  HISTORY     - 1964     MARK NOT FOUND   USGS
 LN0270  HISTORY     - 1981     MARK NOT FOUND   NGS
 LN0270
 LN0270                          STATION DESCRIPTION
 LN0270
 LN0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0270'10.5 MI SE FROM JENSEN.
 LN0270'ABOUT 10.5 MILES SOUTHEAST ALONG THE WATSON-JENSEN ROAD FROM JENSEN,
 LN0270'UINTAH COUNTY, ABOUT 1.6 MILES NORTH OF THE POINT OF DIVERGENCE OF THE
 LN0270'ROAD FROM A ROW OF POLES, ABOUT 3.7 MILES SOUTHEAST OF THE ROAD
 LN0270'ENTRANCE TO GREEN RIVER VALLEY, IN A CEDAR GROVE, 22 FEET NORTH OF A
 LN0270'POINT ABOUT 50 FEET EAST OF THE EDGE OF A BLUFF, ABOUT 35 FEET
 LN0270'SOUTHWEST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A SANDSTONE
 LN0270'SHELF, AND NEAR THE PAINTED LETTERS B.M.  A STANDARD DISK, STAMPED
 LN0270'5124.658 D 27 1933.  NOTE-- THE BENCH MARK IS NOW 35 FEET SOUTHWEST OF
 LN0270'THE CENTERLINE OF THE TRAIL IN A SANDSTONE ROCK, AND 30 FEET NORTH OF
 LN0270'A SMALL RAVINE LEADING WEST FROM THE TRAIL.
 LN0270
 LN0270                          STATION RECOVERY (1964)
 LN0270
 LN0270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LN0270'MARK NOT FOUND.
 LN0270
 LN0270                          STATION RECOVERY (1981)
 LN0270
 LN0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LN0270'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0202 ***********************************************************************
 LN0202  DESIGNATION -  D 28
 LN0202  PID         -  LN0202
 LN0202  STATE/COUNTY-  UT/UINTAH
 LN0202  COUNTRY     -  US
 LN0202  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0202
 LN0202                         *CURRENT SURVEY CONTROL
 LN0202  ______________________________________________________________________
 LN0202* NAD 83(1986) POSITION- 40 38 01.     (N) 109 28 32.     (W)   SCALED
 LN0202* NAVD 88 ORTHO HEIGHT -  2068.543 (meters)     6786.54  (feet) ADJUSTED
 LN0202  ______________________________________________________________________
 LN0202  GEOID HEIGHT    -        -14.943 (meters)                     GEOID18
 LN0202  DYNAMIC HEIGHT  -       2066.573 (meters)     6780.08  (feet) COMP
 LN0202  MODELED GRAVITY -    979,598.3   (mgal)                       NAVD 88
 LN0202
 LN0202  VERT ORDER      -  FIRST     CLASS II
 LN0202
 LN0202.The horizontal coordinates were scaled from a map and have
 LN0202.an estimated accuracy of +/- 6 seconds.
 LN0202
 LN0202.The orthometric height was determined by differential leveling and
 LN0202.adjusted by the NATIONAL GEODETIC SURVEY
 LN0202.in June 1991.
 LN0202
 LN0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0202.GEOID18 height accuracy estimate available here.
 LN0202
 LN0202.Click photographs - Photos may exist for this station.
 LN0202
 LN0202.The dynamic height is computed by dividing the NAVD 88
 LN0202.geopotential number by the normal gravity value computed on the
 LN0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0202.degrees latitude (g = 980.6199 gals.).
 LN0202
 LN0202.The modeled gravity was interpolated from observed gravity values.
 LN0202
 LN0202;                    North         East    Units  Estimated Accuracy
 LN0202;SPC UT C     - 2,257,320.      671,250.      MT  (+/- 180 meters Scaled)
 LN0202
 LN0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK289992(NAD 83)
 LN0202
 LN0202                          SUPERSEDED SURVEY CONTROL
 LN0202
 LN0202  NGVD 29 (??/??/92) 2067.198  (m)         6782.13   (f) ADJ UNCH    1 2
 LN0202
 LN0202.Superseded values are not recommended for survey control.
 LN0202
 LN0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0202.See file dsdata.pdf to determine how the superseded data were derived.
 LN0202
 LN0202_MARKER: DB = BENCH MARK DISK
 LN0202_SETTING: 66 = SET IN ROCK OUTCROP
 LN0202_STAMPING: 6782.132 D 28 1933
 LN0202_MARK LOGO: CGS
 LN0202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0202+STABILITY: POSITION/ELEVATION WELL
 LN0202
 LN0202  HISTORY     - Date     Condition        Report By
 LN0202  HISTORY     - 1933     MONUMENTED       CGS
 LN0202  HISTORY     - 1949     GOOD             CGS
 LN0202  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0202
 LN0202                          STATION DESCRIPTION
 LN0202
 LN0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0202'17.0 MI N FROM VERNAL.
 LN0202'ABOUT 17.0 MILES NORTH ALONG STATE HIGHWAY 44 FROM VERNAL, UINTAH
 LN0202'COUNTY, ABOUT 0.8 MILE NORTHWEST OF THE ENTRANCE TO THE ASHLEY
 LN0202'NATIONAL FOREST, ON THE WEST SIDE OF A V-SHAPED GULCH WITH BANKS OF
 LN0202'SOLID SANDSTONE, ON THE OUTSIDE OF THE HAIRPIN CURVE AT THE GULCH
 LN0202'CROSSING, ABOUT 40 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LN0202'IN THE SANDSTONE, ABOUT LEVEL WITH THE HIGHWAY, AND MARKED BY A ROCK
 LN0202'CAIRN AND THE PAINTED LETTERS B.M.  A STANDARD DISK, STAMPED 6782.132
 LN0202'D 28 1933.
 LN0202
 LN0202                          STATION RECOVERY (1949)
 LN0202
 LN0202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LN0202'RECOVERED IN GOOD CONDITION.
 LN0202
 LN0202                          STATION RECOVERY (1984)
 LN0202
 LN0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0202'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0338 ***********************************************************************
 LN0338  DESIGNATION -  D 29
 LN0338  PID         -  LN0338
 LN0338  STATE/COUNTY-  UT/DAGGETT
 LN0338  COUNTRY     -  US
 LN0338  USGS QUAD   -  MANILA (2017)
 LN0338
 LN0338                         *CURRENT SURVEY CONTROL
 LN0338  ______________________________________________________________________
 LN0338* NAD 83(1986) POSITION- 40 53 51.2    (N) 109 42 20.7    (W)   HD_HELD2
 LN0338* NAVD 88 ORTHO HEIGHT -  2312.865 (meters)     7588.12  (feet) ADJUSTED
 LN0338  ______________________________________________________________________
 LN0338  GEOID HEIGHT    -        -13.415 (meters)                     GEOID18
 LN0338  DYNAMIC HEIGHT  -       2310.748 (meters)     7581.18  (feet) COMP
 LN0338  MODELED GRAVITY -    979,624.6   (mgal)                       NAVD 88
 LN0338
 LN0338  VERT ORDER      -  FIRST     CLASS II
 LN0338
 LN0338.The horizontal coordinates were established by autonomous hand held GPS
 LN0338.observations and have an estimated accuracy of +/- 10 meters.
 LN0338
 LN0338.The orthometric height was determined by differential leveling and
 LN0338.adjusted by the NATIONAL GEODETIC SURVEY
 LN0338.in June 1991.
 LN0338
 LN0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0338.GEOID18 height accuracy estimate available here.
 LN0338
 LN0338.Click photographs - Photos may exist for this station.
 LN0338
 LN0338.The dynamic height is computed by dividing the NAVD 88
 LN0338.geopotential number by the normal gravity value computed on the
 LN0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0338.degrees latitude (g = 980.6199 gals.).
 LN0338
 LN0338.The modeled gravity was interpolated from observed gravity values.
 LN0338
 LN0338;                    North         East    Units  Estimated Accuracy
 LN0338;SPC UT N     - 1,064,217.      651,179.      MT  (+/- 10 meters HH2 GPS)
 LN0338
 LN0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL0901828191(NAD 83)
 LN0338
 LN0338                          SUPERSEDED SURVEY CONTROL
 LN0338
 LN0338  NGVD 29 (??/??/92) 2311.598  (m)         7583.97   (f) ADJ UNCH    1 2
 LN0338
 LN0338.Superseded values are not recommended for survey control.
 LN0338
 LN0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0338.See file dsdata.pdf to determine how the superseded data were derived.
 LN0338
 LN0338_MARKER: DB = BENCH MARK DISK
 LN0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0338_STAMPING: 7583.968 D 29 1933
 LN0338_MARK LOGO: CGS
 LN0338_PROJECTION: PROJECTING 15 CENTIMETERS
 LN0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0338+STABILITY: SURFACE MOTION
 LN0338
 LN0338  HISTORY     - Date     Condition        Report By
 LN0338  HISTORY     - 1933     MONUMENTED       CGS
 LN0338  HISTORY     - 1961     GOOD             USGS
 LN0338  HISTORY     - 1984     GOOD             NGS
 LN0338  HISTORY     - 20091018 GOOD             GEOCAC
 LN0338
 LN0338                          STATION DESCRIPTION
 LN0338
 LN0338'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 LN0338'6.8 MI S FROM MANILA.
 LN0338'6.8 MILES SOUTH ALONG STATE HIGHWAY 44 FROM MANILA, DAGGETT COUNTY, TO
 LN0338'BRIDGE OVER SHEEP CREEK, THENCE EAST AND SOUTH 5.1 MILES ALONG OLD
 LN0338'STATE HIGHWAY 44, AT THE SIDE OF SHEEP CREEK HILL GRADE, IN A
 LN0338'SADDLEBACK PASS BETWEEN A RIDGE AND A ROCK CLIFF FACING SOUTH, AT THE
 LN0338'HEAD OF A RAVINE DRAINING NORTHEAST, ON THE OUTSIDE OF A CURVE, AND 45
 LN0338'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 LN0338'7583.968 D 29 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LN0338
 LN0338                          STATION RECOVERY (1984)
 LN0338
 LN0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0338'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  18.2 KM
 LN0338'(11.3 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION WITH
 LN0338'STATE HIGHWAY 43 IN MANILA, 70.0 M (229.7 FT) NORTHEAST OF THE
 LN0338'EXTENDED CENTER OF A DIRT ROAD LEADING WEST, 20.3 M (66.6 FT)
 LN0338'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 10.7 M (35.1 FT)
 LN0338'NORTHEAST OF THE NORTHEAST EDGE OF A SMALL RAVINE.
 LN0338'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 LN0338'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 LN0338
 LN0338                          STATION RECOVERY (2009)
 LN0338
 LN0338'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LN0338'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0030 ***********************************************************************
 LP0030  DESIGNATION -  D 3
 LP0030  PID         -  LP0030
 LP0030  STATE/COUNTY-  UT/TOOELE
 LP0030  COUNTRY     -  US
 LP0030  USGS QUAD   -  LOFGREEN (2017)
 LP0030
 LP0030                         *CURRENT SURVEY CONTROL
 LP0030  ______________________________________________________________________
 LP0030* NAD 83(1986) POSITION- 40 04 09.     (N) 112 20 53.     (W)   SCALED
 LP0030* NAVD 88 ORTHO HEIGHT -  1717.269 (meters)     5634.07  (feet) POSTED
 LP0030  ______________________________________________________________________
 LP0030  GEOID HEIGHT    -        -17.757 (meters)                     GEOID18
 LP0030  DYNAMIC HEIGHT  -       1715.70  (meters)     5628.9   (feet) COMP
 LP0030  MODELED GRAVITY -    979,652.6   (mgal)                       NAVD 88
 LP0030
 LP0030  VERT ORDER      -  * POSTED, SEE BELOW
 LP0030
 LP0030.The horizontal coordinates were scaled from a map and have
 LP0030.an estimated accuracy of +/- 6 seconds.
 LP0030
 LP0030.The orthometric height was determined by differential leveling
 LP0030.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LP0030
 LP0030.* This is a POSTED BENCH MARK height.
 LP0030
 LP0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0030.GEOID18 height accuracy estimate available here.
 LP0030
 LP0030.Click photographs - Photos may exist for this station.
 LP0030
 LP0030.The dynamic height is computed by dividing the NAVD 88
 LP0030.geopotential number by the normal gravity value computed on the
 LP0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0030.degrees latitude (g = 980.6199 gals.).
 LP0030
 LP0030.The modeled gravity was interpolated from observed gravity values.
 LP0030
 LP0030;                    North         East    Units  Estimated Accuracy
 LP0030;SPC UT C     - 2,193,050.      427,660.      MT  (+/- 180 meters Scaled)
 LP0030
 LP0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK850363(NAD 83)
 LP0030
 LP0030                          SUPERSEDED SURVEY CONTROL
 LP0030
 LP0030  NGVD 29 (??/??/92) 1716.072  (m)         5630.15   (f) ADJ UNCH    1 2
 LP0030
 LP0030.Superseded values are not recommended for survey control.
 LP0030
 LP0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0030.See file dsdata.pdf to determine how the superseded data were derived.
 LP0030
 LP0030_MARKER: P = PIPE CAP
 LP0030_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0030_STAMPING: ELEV. 5630.146 FT.
 LP0030_MARK LOGO: CGS
 LP0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0030
 LP0030  HISTORY     - Date     Condition        Report By
 LP0030  HISTORY     - 1908     MONUMENTED       CGS
 LP0030  HISTORY     - 1934     GOOD             CGS
 LP0030
 LP0030                          STATION DESCRIPTION
 LP0030
 LP0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0030'IN DUNBAR.
 LP0030'AT DUNBAR, TOOELE COUNTY, ON THE UNION PACIFIC RAILROAD, ABOUT 3-1/2
 LP0030'POLES NORTH OF THE STATION SIGN, ABOUT 8 POLES NORTH OF MILE POLE 714,
 LP0030'AND ABOUT 58 FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD
 LP0030'CAP, STAMPED ELEV. 5630.146 FT. AND FASTENED ON THE TOP OF AN IRON
 LP0030'PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0196 ***********************************************************************
 JN0196  DESIGNATION -  D 30
 JN0196  PID         -  JN0196
 JN0196  STATE/COUNTY-  UT/PIUTE
 JN0196  COUNTRY     -  US
 JN0196  USGS QUAD   -  ABES KNOLL (2017)
 JN0196
 JN0196                         *CURRENT SURVEY CONTROL
 JN0196  ______________________________________________________________________
 JN0196* NAD 83(1986) POSITION- 38 28 16.01   (N) 111 50 03.23   (W)   HD_HELD1
 JN0196* NAVD 88 ORTHO HEIGHT -  2505.098 (meters)     8218.81  (feet) ADJUSTED
 JN0196  ______________________________________________________________________
 JN0196  GEOID HEIGHT    -        -17.781 (meters)                     GEOID18
 JN0196  DYNAMIC HEIGHT  -       2502.070 (meters)     8208.87  (feet) COMP
 JN0196  MODELED GRAVITY -    979,328.6   (mgal)                       NAVD 88
 JN0196
 JN0196  VERT ORDER      -  FIRST     CLASS II
 JN0196
 JN0196.The horizontal coordinates were determined by differentially corrected
 JN0196.hand held GPS observations or other comparable positioning techniques
 JN0196.and have an estimated accuracy of +/- 3 meters.
 JN0196
 JN0196.The orthometric height was determined by differential leveling and
 JN0196.adjusted by the NATIONAL GEODETIC SURVEY
 JN0196.in June 1991.
 JN0196
 JN0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0196.GEOID18 height accuracy estimate available here.
 JN0196
 JN0196.Click photographs - Photos may exist for this station.
 JN0196
 JN0196.The dynamic height is computed by dividing the NAVD 88
 JN0196.geopotential number by the normal gravity value computed on the
 JN0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0196.degrees latitude (g = 980.6199 gals.).
 JN0196
 JN0196.The modeled gravity was interpolated from observed gravity values.
 JN0196
 JN0196;                    North         East    Units  Estimated Accuracy
 JN0196;SPC UT S     - 3,200,324.6     470,831.9     MT  (+/- 3 meters HH1 GPS) 
 JN0196
 JN0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH2722758417(NAD 83)
 JN0196
 JN0196                          SUPERSEDED SURVEY CONTROL
 JN0196
 JN0196  NGVD 29 (??/??/92) 2503.697  (m)         8214.21   (f) ADJ UNCH    1 2
 JN0196
 JN0196.Superseded values are not recommended for survey control.
 JN0196
 JN0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0196.See file dsdata.pdf to determine how the superseded data were derived.
 JN0196
 JN0196_MARKER: DB = BENCH MARK DISK
 JN0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0196_STAMPING: D 30 1934
 JN0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0196+STABILITY: SURFACE MOTION
 JN0196
 JN0196  HISTORY     - Date     Condition        Report By
 JN0196  HISTORY     - 1934     MONUMENTED       CGS
 JN0196
 JN0196                          STATION DESCRIPTION
 JN0196
 JN0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0196'14.1 MI W FROM LOA.
 JN0196'IN SEVIER COUNTY, 14.1 MILES WEST ALONG STATE HIGHWAY 24 FROM THE LOA
 JN0196'MERCANTILE CO. STORE AT LOA, WAYNE COUNTY, 2.0 MILES WEST OF THE
 JN0196'WAYNE-SEVIER COUNTY LINE, AT THE WEST END OF AN S-CURVE IN THE
 JN0196'HIGHWAY, 410 FEET NORTHWEST OF TWO SMALL CEDAR TREES, AND 45 FEET
 JN0196'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 30
 JN0196'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- SIGUARD, 29.3
 JN0196'MILES SE ON STATE ROUTE NO. 24 FROM.  0.15 MILES S. AND 0.1 MILES WEST
 JN0196'OF HIGHWAY JUNCTION TO FISHLAKE.  45 FEET NORTH OF OLD ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0011 ***********************************************************************
 JO0011  DESIGNATION -  D 31
 JO0011  PID         -  JO0011
 JO0011  STATE/COUNTY-  UT/SEVIER
 JO0011  COUNTRY     -  US
 JO0011  USGS QUAD   -  ANNABELLA (2017)
 JO0011
 JO0011                         *CURRENT SURVEY CONTROL
 JO0011  ______________________________________________________________________
 JO0011* NAD 83(1986) POSITION- 38 44 22.     (N) 112 05 33.     (W)   SCALED
 JO0011* NAVD 88 ORTHO HEIGHT -  1606.901 (meters)     5271.97  (feet) ADJUSTED
 JO0011  ______________________________________________________________________
 JO0011  GEOID HEIGHT    -        -18.889 (meters)                     GEOID18
 JO0011  DYNAMIC HEIGHT  -       1605.168 (meters)     5266.29  (feet) COMP
 JO0011  MODELED GRAVITY -    979,494.4   (mgal)                       NAVD 88
 JO0011
 JO0011  VERT ORDER      -  FIRST     CLASS II
 JO0011
 JO0011.The horizontal coordinates were scaled from a map and have
 JO0011.an estimated accuracy of +/- 6 seconds.
 JO0011
 JO0011.The orthometric height was determined by differential leveling and
 JO0011.adjusted by the NATIONAL GEODETIC SURVEY
 JO0011.in June 1991.
 JO0011
 JO0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0011.GEOID18 height accuracy estimate available here.
 JO0011
 JO0011.Click photographs - Photos may exist for this station.
 JO0011
 JO0011.The dynamic height is computed by dividing the NAVD 88
 JO0011.geopotential number by the normal gravity value computed on the
 JO0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0011.degrees latitude (g = 980.6199 gals.).
 JO0011
 JO0011.The modeled gravity was interpolated from observed gravity values.
 JO0011
 JO0011;                    North         East    Units  Estimated Accuracy
 JO0011;SPC UT C     - 2,045,260.      448,480.      MT  (+/- 180 meters Scaled)
 JO0011
 JO0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH050884(NAD 83)
 JO0011
 JO0011                          SUPERSEDED SURVEY CONTROL
 JO0011
 JO0011  NGVD 29 (??/??/92) 1605.688  (m)         5267.99   (f) ADJ UNCH    1 2
 JO0011
 JO0011.Superseded values are not recommended for survey control.
 JO0011
 JO0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0011.See file dsdata.pdf to determine how the superseded data were derived.
 JO0011
 JO0011_MARKER: DB = BENCH MARK DISK
 JO0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0011_STAMPING: D 31 1934
 JO0011_MARK LOGO: CGS
 JO0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0011+STABILITY: SURFACE MOTION
 JO0011
 JO0011  HISTORY     - Date     Condition        Report By
 JO0011  HISTORY     - 1934     MONUMENTED       CGS
 JO0011
 JO0011                          STATION DESCRIPTION
 JO0011
 JO0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0011'3.6 MI S FROM RICHFIELD.
 JO0011'3.6 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JO0011'THE COURTHOUSE AT RICHFIELD, SEVIER COUNTY, 63 FEET WEST OF MILEPOST
 JO0011'106, 48 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 2 FEET EAST OF
 JO0011'THE FENCE.  A STANDARD DISK, STAMPED D 31 1934 AND SET IN THE TOP OF A
 JO0011'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0152 ***********************************************************************
 JO0152  DESIGNATION -  D 32
 JO0152  PID         -  JO0152
 JO0152  STATE/COUNTY-  UT/BEAVER
 JO0152  COUNTRY     -  US
 JO0152  USGS QUAD   -  GILLIES HILL (2017)
 JO0152
 JO0152                         *CURRENT SURVEY CONTROL
 JO0152  ______________________________________________________________________
 JO0152* NAD 83(1986) POSITION- 38 23 06.     (N) 112 38 20.     (W)   SCALED
 JO0152* NAVD 88 ORTHO HEIGHT -  1918.493 (meters)     6294.26  (feet) ADJUSTED
 JO0152  ______________________________________________________________________
 JO0152  GEOID HEIGHT    -        -20.030 (meters)                     GEOID18
 JO0152  DYNAMIC HEIGHT  -       1916.295 (meters)     6287.04  (feet) COMP
 JO0152  MODELED GRAVITY -    979,415.5   (mgal)                       NAVD 88
 JO0152
 JO0152  VERT ORDER      -  FIRST     CLASS II
 JO0152
 JO0152.The horizontal coordinates were scaled from a map and have
 JO0152.an estimated accuracy of +/- 6 seconds.
 JO0152
 JO0152.The orthometric height was determined by differential leveling and
 JO0152.adjusted by the NATIONAL GEODETIC SURVEY
 JO0152.in June 1991.
 JO0152
 JO0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0152.GEOID18 height accuracy estimate available here.
 JO0152
 JO0152.Click photographs - Photos may exist for this station.
 JO0152
 JO0152.The dynamic height is computed by dividing the NAVD 88
 JO0152.geopotential number by the normal gravity value computed on the
 JO0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0152.degrees latitude (g = 980.6199 gals.).
 JO0152
 JO0152.The modeled gravity was interpolated from observed gravity values.
 JO0152
 JO0152;                    North         East    Units  Estimated Accuracy
 JO0152;SPC UT S     - 3,191,320.      400,500.      MT  (+/- 180 meters Scaled)
 JO0152
 JO0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH568498(NAD 83)
 JO0152
 JO0152                          SUPERSEDED SURVEY CONTROL
 JO0152
 JO0152  NGVD 29 (??/??/92) 1917.226  (m)         6290.10   (f) ADJ UNCH    1 2
 JO0152
 JO0152.Superseded values are not recommended for survey control.
 JO0152
 JO0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0152.See file dsdata.pdf to determine how the superseded data were derived.
 JO0152
 JO0152_MARKER: DB = BENCH MARK DISK
 JO0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0152_STAMPING: D 32 1934
 JO0152_MARK LOGO: CGS
 JO0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0152+STABILITY: SURFACE MOTION
 JO0152
 JO0152  HISTORY     - Date     Condition        Report By
 JO0152  HISTORY     - 1934     MONUMENTED       CGS
 JO0152
 JO0152                          STATION DESCRIPTION
 JO0152
 JO0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0152'7.7 MI N FROM BEAVER.
 JO0152'7.7 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE COURTHOUSE AT BEAVER,
 JO0152'BEAVER COUNTY, 68 FEET NORTHWEST OF A GALVANIZED-IRON PIPE CULVERT, AT
 JO0152'THE JUNCTION OF A ROAD LEADING WEST, 54 FEET WEST OF THE CENTERLINE OF
 JO0152'THE HIGHWAY, AND 30 FEET NORTH OF THE ROAD.  A STANDARD DISK, STAMPED
 JO0152'D 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0292 ***********************************************************************
 JO0292  DESIGNATION -  D 33
 JO0292  PID         -  JO0292
 JO0292  STATE/COUNTY-  UT/BEAVER
 JO0292  COUNTRY     -  US
 JO0292  USGS QUAD   -  MILFORD NW (2017)
 JO0292
 JO0292                         *CURRENT SURVEY CONTROL
 JO0292  ______________________________________________________________________
 JO0292* NAD 83(1986) POSITION- 38 28 13.     (N) 113 09 11.     (W)   SCALED
 JO0292* NAVD 88 ORTHO HEIGHT -  1746.987 (meters)     5731.57  (feet) ADJUSTED
 JO0292  ______________________________________________________________________
 JO0292  GEOID HEIGHT    -        -20.792 (meters)                     GEOID18
 JO0292  DYNAMIC HEIGHT  -       1745.121 (meters)     5725.45  (feet) COMP
 JO0292  MODELED GRAVITY -    979,498.2   (mgal)                       NAVD 88
 JO0292
 JO0292  VERT ORDER      -  FIRST     CLASS II
 JO0292
 JO0292.The horizontal coordinates were scaled from a map and have
 JO0292.an estimated accuracy of +/- 6 seconds.
 JO0292
 JO0292.The orthometric height was determined by differential leveling and
 JO0292.adjusted by the NATIONAL GEODETIC SURVEY
 JO0292.in June 1991.
 JO0292
 JO0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0292.GEOID18 height accuracy estimate available here.
 JO0292
 JO0292.Click photographs - Photos may exist for this station.
 JO0292
 JO0292.The dynamic height is computed by dividing the NAVD 88
 JO0292.geopotential number by the normal gravity value computed on the
 JO0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0292.degrees latitude (g = 980.6199 gals.).
 JO0292
 JO0292.The modeled gravity was interpolated from observed gravity values.
 JO0292
 JO0292;                    North         East    Units  Estimated Accuracy
 JO0292;SPC UT S     - 3,201,460.      355,740.      MT  (+/- 180 meters Scaled)
 JO0292
 JO0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH121601(NAD 83)
 JO0292
 JO0292                          SUPERSEDED SURVEY CONTROL
 JO0292
 JO0292  NGVD 29 (??/??/92) 1745.847  (m)         5727.83   (f) ADJ UNCH    1 2
 JO0292
 JO0292.Superseded values are not recommended for survey control.
 JO0292
 JO0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0292.See file dsdata.pdf to determine how the superseded data were derived.
 JO0292
 JO0292_MARKER: DB = BENCH MARK DISK
 JO0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0292_STAMPING: D 33 1934
 JO0292_MARK LOGO: CGS
 JO0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0292+STABILITY: SURFACE MOTION
 JO0292
 JO0292  HISTORY     - Date     Condition        Report By
 JO0292  HISTORY     - 1934     MONUMENTED       CGS
 JO0292  HISTORY     - 1984     GOOD             NGS
 JO0292
 JO0292                          STATION DESCRIPTION
 JO0292
 JO0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0292'10.8 MI W FROM MILFORD.
 JO0292'10.8 MILES WEST ALONG THE ABANDONED LOS ANGELES AND SALT LAKE RAILROAD
 JO0292'FROM THE STATION AT MILFORD, BEAVER COUNTY, 172 FEET SOUTHEAST OF THE
 JO0292'EAST END OF BRIDGE 10.81 OVER A DRY WASH, 95 FEET SOUTHWEST OF THE
 JO0292'CROSSING OF A DIM WAGON ROAD, AND 78 FEET SOUTH OF THE CENTERLINE OF
 JO0292'THE TRACK.  A STANDARD DISK, STAMPED D 33 1934 AND SET IN THE TOP OF A
 JO0292'CONCRETE POST.
 JO0292
 JO0292                          STATION RECOVERY (1984)
 JO0292
 JO0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0292'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0481 ***********************************************************************
 MR0481  DESIGNATION -  D 331
 MR0481  PID         -  MR0481
 MR0481  STATE/COUNTY-  UT/CACHE
 MR0481  COUNTRY     -  US
 MR0481  USGS QUAD   -  TRENTON (2017)
 MR0481
 MR0481                         *CURRENT SURVEY CONTROL
 MR0481  ______________________________________________________________________
 MR0481* NAD 83(1986) POSITION- 41 55 18.16   (N) 111 56 49.28   (W)   HD_HELD1
 MR0481* NAVD 88 ORTHO HEIGHT -  1360.305 (meters)     4462.93  (feet) ADJUSTED
 MR0481  ______________________________________________________________________
 MR0481  GEOID HEIGHT    -        -15.110 (meters)                     GEOID18
 MR0481  DYNAMIC HEIGHT  -       1359.359 (meters)     4459.83  (feet) COMP
 MR0481  MODELED GRAVITY -    979,880.1   (mgal)                       NAVD 88
 MR0481
 MR0481  VERT ORDER      -  FIRST     CLASS II
 MR0481
 MR0481.The horizontal coordinates were determined by differentially corrected
 MR0481.hand held GPS observations or other comparable positioning techniques
 MR0481.and have an estimated accuracy of +/- 3 meters.
 MR0481
 MR0481.The orthometric height was determined by differential leveling and
 MR0481.adjusted by the NATIONAL GEODETIC SURVEY
 MR0481.in June 1991.
 MR0481
 MR0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0481.GEOID18 height accuracy estimate available here.
 MR0481
 MR0481.Click photographs - Photos may exist for this station.
 MR0481
 MR0481.The dynamic height is computed by dividing the NAVD 88
 MR0481.geopotential number by the normal gravity value computed on the
 MR0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0481.degrees latitude (g = 980.6199 gals.).
 MR0481
 MR0481.The modeled gravity was interpolated from observed gravity values.
 MR0481
 MR0481;                    North         East    Units  Estimated Accuracy
 MR0481;SPC UT N     - 1,176,493.3     462,917.7     MT  (+/- 3 meters HH1 GPS) 
 MR0481
 MR0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2147341517(NAD 83)
 MR0481
 MR0481                          SUPERSEDED SURVEY CONTROL
 MR0481
 MR0481  NGVD 29 (??/??/92) 1359.27   (m)         4459.5    (f) COMPUTED    1 2
 MR0481
 MR0481.Superseded values are not recommended for survey control.
 MR0481
 MR0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0481.See file dsdata.pdf to determine how the superseded data were derived.
 MR0481
 MR0481_MARKER: DB = BENCH MARK DISK
 MR0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0481_SP_SET: CONCRETE BASE
 MR0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0481
 MR0481  HISTORY     - Date     Condition        Report By
 MR0481  HISTORY     - 1937     MONUMENTED       CGS
 MR0481
 MR0481                          STATION DESCRIPTION
 MR0481
 MR0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 MR0481'IN TRENTON.
 MR0481'AT THE O.S.L.R.R. STATION AT TRENTON. MARK SET IN CONCRETE BASE OF
 MR0481'SEMAPHORE NO. 57.0.  ABOUT 0.25 MILE NORTH OF THE STATION. 4 1/2 POLES
 MR0481'NORTH OF MILE POST NO. 57.  45 FEET NORTH OF THE NORTHERN MOST SWITCH
 MR0481'STAND.  10 FEET WEST OF CENTERLINE OF TRACK AND AT A 20 FOOT RAILROAD
 MR0481'FILL OVER A SMALL STREAM.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0482 ***********************************************************************
 MR0482  DESIGNATION -  D 331 RESET
 MR0482  PID         -  MR0482
 MR0482  STATE/COUNTY-  UT/CACHE
 MR0482  COUNTRY     -  US
 MR0482  USGS QUAD   -  TRENTON (2017)
 MR0482
 MR0482                         *CURRENT SURVEY CONTROL
 MR0482  ______________________________________________________________________
 MR0482* NAD 83(1986) POSITION- 41 55 18.     (N) 111 56 49.     (W)   SCALED
 MR0482* NAVD 88 ORTHO HEIGHT -  1360.323 (meters)     4462.99  (feet) ADJUSTED
 MR0482  ______________________________________________________________________
 MR0482  GEOID HEIGHT    -        -15.110 (meters)                     GEOID18
 MR0482  DYNAMIC HEIGHT  -       1359.377 (meters)     4459.89  (feet) COMP
 MR0482  MODELED GRAVITY -    979,880.1   (mgal)                       NAVD 88
 MR0482  OBS GRAVITY     -    979,877.3   (mgal)                       GRAV_OBS
 MR0482
 MR0482  VERT ORDER      -  FIRST     CLASS I
 MR0482
 MR0482.The horizontal coordinates were scaled from a map and have
 MR0482.an estimated accuracy of +/- 6 seconds.
 MR0482
 MR0482.The orthometric height was determined by differential leveling and
 MR0482.adjusted by the NATIONAL GEODETIC SURVEY
 MR0482.in June 1991.
 MR0482
 MR0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0482.GEOID18 height accuracy estimate available here.
 MR0482
 MR0482.Click photographs - Photos may exist for this station.
 MR0482
 MR0482.The dynamic height is computed by dividing the NAVD 88
 MR0482.geopotential number by the normal gravity value computed on the
 MR0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0482.degrees latitude (g = 980.6199 gals.).
 MR0482
 MR0482.The modeled gravity was interpolated from observed gravity values.
 MR0482
 MR0482.The observed gravity was obtained from relative gravimeter ties
 MR0482.to the IGSN71 gravity network.
 MR0482
 MR0482;                    North         East    Units  Estimated Accuracy
 MR0482;SPC UT N     - 1,176,490.      462,920.      MT  (+/- 180 meters Scaled)
 MR0482
 MR0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM214415(NAD 83)
 MR0482
 MR0482                          SUPERSEDED SURVEY CONTROL
 MR0482
 MR0482  NGVD 29 (??/??/92) 1359.279  (m)         4459.57   (f) ADJ UNCH    1 1
 MR0482
 MR0482.Superseded values are not recommended for survey control.
 MR0482
 MR0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0482.See file dsdata.pdf to determine how the superseded data were derived.
 MR0482
 MR0482_MARKER: DB = BENCH MARK DISK
 MR0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0482_STAMPING: D 331 1937 RESET 1950
 MR0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0482+STABILITY: SURFACE MOTION
 MR0482
 MR0482  HISTORY     - Date     Condition        Report By
 MR0482  HISTORY     - 1950     MONUMENTED       UPRR
 MR0482  HISTORY     - 1967     GOOD             CGS
 MR0482
 MR0482                          STATION DESCRIPTION
 MR0482
 MR0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0482'0.3 MI N FROM TRENTON.
 MR0482'0.3 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 MR0482'STATE HIGHWAY 170 AT TRENTON, 1 1/2 POLES NORTH AND ACROSS THE TRACK
 MR0482'FROM MILEPOLE 57, 48.2 FEET EAST OF THE EAST RAIL OF THE EAST (MAIN)
 MR0482'TRACK, 36.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TOOL SHED, 5
 MR0482'FEET SOUTH OF THE SOUTH END OF A GATE, 50 1/2 FEET NORTH OF A
 MR0482'TELEPHONE POLE WITH A GUY WIRE, 0.7 FOOT WEST OF A FENCE, 1.3 FEET
 MR0482'NORTH OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE TRACK, AND SET
 MR0482'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0324 ***********************************************************************
 JO0324  DESIGNATION -  D 332
 JO0324  PID         -  JO0324
 JO0324  STATE/COUNTY-  UT/BEAVER
 JO0324  COUNTRY     -  US
 JO0324  USGS QUAD   -  MILFORD (2017)
 JO0324
 JO0324                         *CURRENT SURVEY CONTROL
 JO0324  ______________________________________________________________________
 JO0324* NAD 83(1986) POSITION- 38 25 10.     (N) 113 00 49.     (W)   SCALED
 JO0324* NAVD 88 ORTHO HEIGHT -  1543.579 (meters)     5064.23  (feet) ADJUSTED
 JO0324  ______________________________________________________________________
 JO0324  GEOID HEIGHT    -        -20.932 (meters)                     GEOID18
 JO0324  DYNAMIC HEIGHT  -       1541.962 (meters)     5058.92  (feet) COMP
 JO0324  MODELED GRAVITY -    979,527.3   (mgal)                       NAVD 88
 JO0324
 JO0324  VERT ORDER      -  FIRST     CLASS II
 JO0324
 JO0324.This mark is at Milford Municipal Airport (MLF)
 JO0324
 JO0324.The horizontal coordinates were scaled from a map and have
 JO0324.an estimated accuracy of +/- 6 seconds.
 JO0324
 JO0324.The orthometric height was determined by differential leveling and
 JO0324.adjusted by the NATIONAL GEODETIC SURVEY
 JO0324.in June 1991.
 JO0324
 JO0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0324.GEOID18 height accuracy estimate available here.
 JO0324
 JO0324.Click photographs - Photos may exist for this station.
 JO0324
 JO0324.The dynamic height is computed by dividing the NAVD 88
 JO0324.geopotential number by the normal gravity value computed on the
 JO0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0324.degrees latitude (g = 980.6199 gals.).
 JO0324
 JO0324.The modeled gravity was interpolated from observed gravity values.
 JO0324
 JO0324;                    North         East    Units  Estimated Accuracy
 JO0324;SPC UT S     - 3,195,610.      367,820.      MT  (+/- 180 meters Scaled)
 JO0324
 JO0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH242542(NAD 83)
 JO0324
 JO0324                          SUPERSEDED SURVEY CONTROL
 JO0324
 JO0324  NGVD 29 (??/??/92) 1542.513  (m)         5060.73   (f) ADJ UNCH    1 2
 JO0324
 JO0324.Superseded values are not recommended for survey control.
 JO0324
 JO0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0324.See file dsdata.pdf to determine how the superseded data were derived.
 JO0324
 JO0324_MARKER: DB = BENCH MARK DISK
 JO0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0324_STAMPING: D 332 1945
 JO0324_MARK LOGO: CGS
 JO0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0324+STABILITY: SURFACE MOTION
 JO0324
 JO0324  HISTORY     - Date     Condition        Report By
 JO0324  HISTORY     - 1945     MONUMENTED       CGS
 JO0324
 JO0324                          STATION DESCRIPTION
 JO0324
 JO0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JO0324'IN MILFORD MUNICIPAL AP.
 JO0324'AT MILFORD MUNICIPAL AIRPORT, BEAVER COUNTY, 20 FEET EAST OF THE FENCE
 JO0324'POST AT THE SOUTHWEST CORNER OF THE FIELD, IN LINE WITH THE WESTERN
 JO0324'ROW OF RUNWAY LIGHTS, 17 FEET SOUTH OF CORNER LIGHT 9 115, 3 FEET
 JO0324'NORTH OF THE SOUTH FENCE, AND 1.6 FEET WEST OF A WHITE WOODEN WITNESS
 JO0324'POST.  A STANDARD DISK, STAMPED D 332 1945 AND SET IN THE TOP OF A
 JO0324'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0619 ***********************************************************************
 LO0619  DESIGNATION -  D 333 RESET
 LO0619  PID         -  LO0619
 LO0619  STATE/COUNTY-  UT/SALT LAKE
 LO0619  COUNTRY     -  US
 LO0619  USGS QUAD   -  MIDVALE (2017)
 LO0619
 LO0619                         *CURRENT SURVEY CONTROL
 LO0619  ______________________________________________________________________
 LO0619* NAD 83(1986) POSITION- 40 36 33.     (N) 111 58 57.     (W)   SCALED
 LO0619* NAVD 88 ORTHO HEIGHT -  1410.42  (+/-2cm)     4627.4   (feet) VERTCON3
 LO0619  ______________________________________________________________________
 LO0619  GEOID HEIGHT    -        -17.262 (meters)                     GEOID18
 LO0619  VERT ORDER      -  ? (See Below)
 LO0619
 LO0619.The horizontal coordinates were scaled from a map and have
 LO0619.an estimated accuracy of +/- 6 seconds.
 LO0619
 LO0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0619
 LO0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0619.GEOID18 height accuracy estimate available here.
 LO0619
 LO0619.The vertical order pertains to the NGVD 29 superseded value.
 LO0619
 LO0619.Click photographs - Photos may exist for this station.
 LO0619
 LO0619;                    North         East    Units  Estimated Accuracy
 LO0619;SPC UT C     - 2,252,780.      459,170.      MT  (+/- 180 meters Scaled)
 LO0619
 LO0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK168958(NAD 83)
 LO0619
 LO0619                          SUPERSEDED SURVEY CONTROL
 LO0619
 LO0619  NGVD 29 (??/??/92) 1409.428  (m)         4624.10   (f) ADJ UNCH       
 LO0619
 LO0619.Superseded values are not recommended for survey control.
 LO0619
 LO0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0619.See file dsdata.pdf to determine how the superseded data were derived.
 LO0619
 LO0619_MARKER: DB = BENCH MARK DISK
 LO0619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0619_SP_SET: CULVERT
 LO0619_STAMPING: D 333 RESET 1951
 LO0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0619
 LO0619  HISTORY     - Date     Condition        Report By
 LO0619  HISTORY     - 1951     MONUMENTED       CGS
 LO0619  HISTORY     - 1952     GOOD
 LO0619  HISTORY     - 1963     GOOD             CGS
 LO0619  HISTORY     - 1983     GOOD             NGS
 LO0619  HISTORY     - 20141016 MARK NOT FOUND   GEOCAC
 LO0619
 LO0619                          STATION DESCRIPTION
 LO0619
 LO0619'DESCRIBED 1952
 LO0619'4.0 MI W FROM MIDVALE.
 LO0619'4.0 MILES WEST ALONG STATE HIGHWAY 48 FROM THE DENVER AND RIO GRANDE
 LO0619'RAILROAD CROSSING IN MIDVALE, NEAR THE SOUTHEAST CORNER OF STATE
 LO0619'HIGHWAY EQUIPMENT SHED NO. 145, AT A CONCRETE BOX CULVERT OVER THE
 LO0619'UTAH LAKE DISTRIBUTING CANAL, IN THE TOP CENTER OF THE SOUTH HEADWALL
 LO0619'AND 20 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 LO0619
 LO0619                          STATION RECOVERY (1963)
 LO0619
 LO0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LO0619'RECOVERED IN GOOD CONDITION.
 LO0619
 LO0619                          STATION RECOVERY (1983)
 LO0619
 LO0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LO0619'IT IS 0.3 KM (0.2 MI) EAST OF THE INTERSECTION OF 4000 WEST STREET
 LO0619'AND 7800 SOUTH STREET. IT IS SET IN A DRILL HOLE IN A 3.4 M (11 FT)
 LO0619'LONG HEADWALL. IT IS 7.0 M (23 FT) SOUTH FROM THE CENTERLINE OF 7800
 LO0619'SOUTH STREET.
 LO0619
 LO0619                          STATION RECOVERY (2014)
 LO0619
 LO0619'RECOVERY NOTE BY GEOCACHING 2014 (BRB)
 LO0619'MARK NOT FOUND. THE STATE HIGHWAY EQUIPMENT SHED IS NO LONGER AT THIS
 LO0619'LOCATION. 7800 SOUTH HAS BEEN WIDENED TO OVER 70 FEET IN WIDTH. THE
 LO0619'BOX CULVERT HAS BEEN LENGTHENED AND A NEW HEADWALL ERECTED AT THE
 LO0619'SOUTH END. THERE IS NO INDICATION OF ANY STATION MARK ANYWHERE ON THE
 LO0619'NEW HEADWALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0565 ***********************************************************************
 LO0565  DESIGNATION -  D 334
 LO0565  PID         -  LO0565
 LO0565  STATE/COUNTY-  UT/SALT LAKE
 LO0565  COUNTRY     -  US
 LO0565  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0565
 LO0565                         *CURRENT SURVEY CONTROL
 LO0565  ______________________________________________________________________
 LO0565* NAD 83(1986) POSITION- 40 37 58.     (N) 111 54 09.     (W)   SCALED
 LO0565* NAVD 88 ORTHO HEIGHT -  1322.318 (meters)     4338.31  (feet) ADJUSTED
 LO0565  ______________________________________________________________________
 LO0565  GEOID HEIGHT    -        -17.075 (meters)                     GEOID18
 LO0565  DYNAMIC HEIGHT  -       1321.237 (meters)     4334.76  (feet) COMP
 LO0565  MODELED GRAVITY -    979,762.5   (mgal)                       NAVD 88
 LO0565
 LO0565  VERT ORDER      -  FIRST     CLASS II
 LO0565
 LO0565.The horizontal coordinates were scaled from a map and have
 LO0565.an estimated accuracy of +/- 6 seconds.
 LO0565
 LO0565.The orthometric height was determined by differential leveling and
 LO0565.adjusted by the NATIONAL GEODETIC SURVEY
 LO0565.in June 1991.
 LO0565
 LO0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0565.GEOID18 height accuracy estimate available here.
 LO0565
 LO0565.Click photographs - Photos may exist for this station.
 LO0565
 LO0565.The dynamic height is computed by dividing the NAVD 88
 LO0565.geopotential number by the normal gravity value computed on the
 LO0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0565.degrees latitude (g = 980.6199 gals.).
 LO0565
 LO0565.The modeled gravity was interpolated from observed gravity values.
 LO0565
 LO0565;                    North         East    Units  Estimated Accuracy
 LO0565;SPC UT C     - 2,255,370.      465,950.      MT  (+/- 180 meters Scaled)
 LO0565
 LO0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK236983(NAD 83)
 LO0565
 LO0565                          SUPERSEDED SURVEY CONTROL
 LO0565
 LO0565  NGVD 29 (??/??/92) 1321.359  (m)         4335.16   (f) ADJ UNCH    1 2
 LO0565
 LO0565.Superseded values are not recommended for survey control.
 LO0565
 LO0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0565.See file dsdata.pdf to determine how the superseded data were derived.
 LO0565
 LO0565_MARKER: DB = BENCH MARK DISK
 LO0565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0565_SP_SET: ABUTMENT
 LO0565_STAMPING: D 334 1945
 LO0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0565
 LO0565  HISTORY     - Date     Condition        Report By
 LO0565  HISTORY     - 1945     MONUMENTED       CGS
 LO0565  HISTORY     - 1983     MARK NOT FOUND   NGS
 LO0565
 LO0565                          STATION DESCRIPTION
 LO0565
 LO0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LO0565'1.7 MI N FROM MIDVALE.
 LO0565'1.7 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 LO0565'THE STATION AT MIDVALE, SALT LAKE COUNTY, 3-1/2 RAILS SOUTH OF
 LO0565'MILEPOST 736, AT BRIDGE 735,98 W, IN THE EAST CORNER OF THE NORTH
 LO0565'ABUTMENT, 6.3 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 1 FOOT
 LO0565'NORTHWEST OF THE SOUTHEAST FACE OF THE WING WALL, AND ABOUT 1/2 FOOT
 LO0565'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED D 334 1945.
 LO0565
 LO0565                          STATION RECOVERY (1983)
 LO0565
 LO0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LO0565'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0476 ***********************************************************************
 MS0476  DESIGNATION -  D 337
 MS0476  PID         -  MS0476
 MS0476  STATE/COUNTY-  UT/BOX ELDER
 MS0476  COUNTRY     -  US
 MS0476  USGS QUAD   -  POLE CREEK (2017)
 MS0476
 MS0476                         *CURRENT SURVEY CONTROL
 MS0476  ______________________________________________________________________
 MS0476* NAD 83(1986) POSITION- 41 53 31.     (N) 113 59 57.     (W)   SCALED
 MS0476* NAVD 88 ORTHO HEIGHT -  1670.950 (meters)     5482.11  (feet) ADJUSTED
 MS0476  ______________________________________________________________________
 MS0476  GEOID HEIGHT    -        -15.189 (meters)                     GEOID18
 MS0476  DYNAMIC HEIGHT  -       1669.715 (meters)     5478.06  (feet) COMP
 MS0476  MODELED GRAVITY -    979,824.3   (mgal)                       NAVD 88
 MS0476
 MS0476  VERT ORDER      -  SECOND    CLASS 0
 MS0476
 MS0476.The horizontal coordinates were scaled from a map and have
 MS0476.an estimated accuracy of +/- 6 seconds.
 MS0476
 MS0476.The orthometric height was determined by differential leveling and
 MS0476.adjusted by the NATIONAL GEODETIC SURVEY
 MS0476.in June 1991.
 MS0476
 MS0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0476.GEOID18 height accuracy estimate available here.
 MS0476
 MS0476.Click photographs - Photos may exist for this station.
 MS0476
 MS0476.The dynamic height is computed by dividing the NAVD 88
 MS0476.geopotential number by the normal gravity value computed on the
 MS0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0476.degrees latitude (g = 980.6199 gals.).
 MS0476
 MS0476.The modeled gravity was interpolated from observed gravity values.
 MS0476
 MS0476;                    North         East    Units  Estimated Accuracy
 MS0476;SPC UT N     - 1,176,070.      292,620.      MT  (+/- 180 meters Scaled)
 MS0476
 MS0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM511421(NAD 83)
 MS0476
 MS0476                          SUPERSEDED SURVEY CONTROL
 MS0476
 MS0476  NGVD 29 (??/??/92) 1669.81   (m)         5478.4    (f) COMPUTED    2 0
 MS0476
 MS0476.Superseded values are not recommended for survey control.
 MS0476
 MS0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0476.See file dsdata.pdf to determine how the superseded data were derived.
 MS0476
 MS0476_MARKER: DB = BENCH MARK DISK
 MS0476_SETTING: 80 = SET IN A BOULDER
 MS0476_STAMPING: D 337 1951
 MS0476_MARK LOGO: CGS
 MS0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0476+STABILITY: SURFACE MOTION
 MS0476
 MS0476  HISTORY     - Date     Condition        Report By
 MS0476  HISTORY     - 1951     MONUMENTED       CGS
 MS0476  HISTORY     - 19851101 GOOD             USGS
 MS0476
 MS0476                          STATION DESCRIPTION
 MS0476
 MS0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MS0476'17.6 MI N FROM GROUSE CREEK.
 MS0476'3.4 MILES NORTH, 14.2 MILES NORTHWEST, 0.15 MILE NORTHWEST OF A
 MS0476'PROMINENT ROCK CLIFF HANGING OVER THE ROAD, AND IN THE TOP OF THE
 MS0476'SOUTH CORNER OF A HUGE CONGLOMERATE OUTCROPPING BOULDER WITH TWO SMALL
 MS0476'JUNIPER TREES GROWING ON THE TOP, 61 FEET NORTHEAST OF THE CENTER LINE
 MS0476'OF THE ROAD, 23.2 FEET EAST OF A 9 INCH JUNIPER TREE, AND ABOUT 5 FEET
 MS0476'HIGHER THAN THE ROAD, 4 FEET HIGHER THAN THE GROUND AND MARKED BY THE
 MS0476'WHITE PAINTED LETTERS B M.
 MS0476
 MS0476                          STATION RECOVERY (1985)
 MS0476
 MS0476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DKC)
 MS0476'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0501 ***********************************************************************
 MR0501  DESIGNATION -  D 338
 MR0501  PID         -  MR0501
 MR0501  STATE/COUNTY-  UT/CACHE
 MR0501  COUNTRY     -  US
 MR0501  USGS QUAD   -  RICHMOND (2017)
 MR0501
 MR0501                         *CURRENT SURVEY CONTROL
 MR0501  ______________________________________________________________________
 MR0501* NAD 83(1986) POSITION- 41 58 32.96   (N) 111 50 57.53   (W)   HD_HELD1
 MR0501* NAVD 88 ORTHO HEIGHT -  1373.484 (meters)     4506.17  (feet) ADJUSTED
 MR0501  ______________________________________________________________________
 MR0501  GEOID HEIGHT    -        -14.765 (meters)                     GEOID18
 MR0501  DYNAMIC HEIGHT  -       1372.540 (meters)     4503.08  (feet) COMP
 MR0501  MODELED GRAVITY -    979,887.8   (mgal)                       NAVD 88
 MR0501
 MR0501  VERT ORDER      -  SECOND    CLASS 0
 MR0501
 MR0501.The horizontal coordinates were determined by differentially corrected
 MR0501.hand held GPS observations or other comparable positioning techniques
 MR0501.and have an estimated accuracy of +/- 3 meters.
 MR0501
 MR0501.The orthometric height was determined by differential leveling and
 MR0501.adjusted by the NATIONAL GEODETIC SURVEY
 MR0501.in June 1991.
 MR0501
 MR0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0501.GEOID18 height accuracy estimate available here.
 MR0501
 MR0501.Click photographs - Photos may exist for this station.
 MR0501
 MR0501.The dynamic height is computed by dividing the NAVD 88
 MR0501.geopotential number by the normal gravity value computed on the
 MR0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0501.degrees latitude (g = 980.6199 gals.).
 MR0501
 MR0501.The modeled gravity was interpolated from observed gravity values.
 MR0501
 MR0501;                    North         East    Units  Estimated Accuracy
 MR0501;SPC UT N     - 1,182,466.5     471,047.1     MT  (+/- 3 meters HH1 GPS) 
 MR0501
 MR0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2963447440(NAD 83)
 MR0501
 MR0501                          SUPERSEDED SURVEY CONTROL
 MR0501
 MR0501  NGVD 29 (??/??/92) 1372.498  (m)         4502.94   (f) ADJ UNCH    2 0
 MR0501
 MR0501.Superseded values are not recommended for survey control.
 MR0501
 MR0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0501.See file dsdata.pdf to determine how the superseded data were derived.
 MR0501
 MR0501_MARKER: DB = BENCH MARK DISK
 MR0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0501_STAMPING: D 338 1951
 MR0501_MARK LOGO: CGS
 MR0501_PROJECTION: PROJECTING 9 CENTIMETERS
 MR0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0501+STABILITY: SURFACE MOTION
 MR0501
 MR0501  HISTORY     - Date     Condition        Report By
 MR0501  HISTORY     - 1951     MONUMENTED       CGS
 MR0501
 MR0501                          STATION DESCRIPTION
 MR0501
 MR0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MR0501'0.4 MI E FROM LEWISTON.
 MR0501'0.4 MILES EAST ALONG STATE HIGHWAY 61 FROM THE LEWISTON STATE BANK, 46
 MR0501'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 12 1/2 FEET SOUTH OF
 MR0501'TELEGRAPH POLE NO. 63, 0.8 FEET NORTH OF A FENCE, 2.2 FEET EAST OF A
 MR0501'WITNESS POST, ABOUT ONE FOOT LOWER THAN THE HIGHWAY, AND SET IN THE
 MR0501'TOP OF A CONCRETE POST PROJECTING 0.3 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0344 ***********************************************************************
 JO0344  DESIGNATION -  D 34
 JO0344  PID         -  JO0344
 JO0344  STATE/COUNTY-  UT/MILLARD
 JO0344  COUNTRY     -  US
 JO0344  USGS QUAD   -  TUNNEL SPRING (2017)
 JO0344
 JO0344                         *CURRENT SURVEY CONTROL
 JO0344  ______________________________________________________________________
 JO0344* NAD 83(1986) POSITION- 38 38 17.     (N) 113 51 42.     (W)   SCALED
 JO0344* NAVD 88 ORTHO HEIGHT -  1862.491 (meters)     6110.52  (feet) ADJUSTED
 JO0344  ______________________________________________________________________
 JO0344  GEOID HEIGHT    -        -20.910 (meters)                     GEOID18
 JO0344  DYNAMIC HEIGHT  -       1860.469 (meters)     6103.89  (feet) COMP
 JO0344  MODELED GRAVITY -    979,476.7   (mgal)                       NAVD 88
 JO0344
 JO0344  VERT ORDER      -  FIRST     CLASS II
 JO0344
 JO0344.The horizontal coordinates were scaled from a map and have
 JO0344.an estimated accuracy of +/- 6 seconds.
 JO0344
 JO0344.The orthometric height was determined by differential leveling and
 JO0344.adjusted by the NATIONAL GEODETIC SURVEY
 JO0344.in June 1991.
 JO0344
 JO0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0344.GEOID18 height accuracy estimate available here.
 JO0344
 JO0344.Click photographs - Photos may exist for this station.
 JO0344
 JO0344.The dynamic height is computed by dividing the NAVD 88
 JO0344.geopotential number by the normal gravity value computed on the
 JO0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0344.degrees latitude (g = 980.6199 gals.).
 JO0344
 JO0344.The modeled gravity was interpolated from observed gravity values.
 JO0344
 JO0344;                    North         East    Units  Estimated Accuracy
 JO0344;SPC UT C     - 2,036,550.      294,380.      MT  (+/- 180 meters Scaled)
 JO0344
 JO0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH509804(NAD 83)
 JO0344
 JO0344                          SUPERSEDED SURVEY CONTROL
 JO0344
 JO0344  NGVD 29 (??/??/92) 1861.249  (m)         6106.45   (f) ADJ UNCH    1 2
 JO0344
 JO0344.Superseded values are not recommended for survey control.
 JO0344
 JO0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0344.See file dsdata.pdf to determine how the superseded data were derived.
 JO0344
 JO0344_MARKER: DB = BENCH MARK DISK
 JO0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0344_STAMPING: D 34 1934
 JO0344_MARK LOGO: CGS
 JO0344_PROJECTION: PROJECTING 10 CENTIMETERS
 JO0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0344+STABILITY: SURFACE MOTION
 JO0344
 JO0344  HISTORY     - Date     Condition        Report By
 JO0344  HISTORY     - 1934     MONUMENTED       CGS
 JO0344  HISTORY     - 1971     GOOD             USGS
 JO0344  HISTORY     - 1984     GOOD             NGS
 JO0344
 JO0344                          STATION DESCRIPTION
 JO0344
 JO0344'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0344'24.4 MI SE FROM GARRISON.
 JO0344'23.0 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 JO0344'GARRISON, MILLARD COUNTY, SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY
 JO0344'AND 50 FT. SOUTHWEST FROM THE CENTERLINE OF A DIRT ROAD, AND SET IN
 JO0344'THE TOP OF A CONCRETE POST.
 JO0344
 JO0344                          STATION RECOVERY (1984)
 JO0344
 JO0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0344'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  37.4 KM
 JO0344'(23.35 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0344'OFFICE AT GARRISON, 0.55 KM (0.35 MI) SOUTHEAST OF MILEPOST 24, ON THE
 JO0344'SOUTHWEST SIDE OF A BORROW PIT, 146.9 METERS (482 FT) SOUTHWEST OF THE
 JO0344'HIGHWAY CENTERLINE, 141.9 METERS (465.5 FT) SOUTHWEST OF THE SOUTHWEST
 JO0344'END OF A 24-INCH CORRUGATED METAL PIPE CULVERT AND 16.4 METERS (54 FT)
 JO0344'SOUTHWEST OF THE CENTER OF THE OLD HIGHWAY BED.
 JO0344'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 JO0344'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0182 ***********************************************************************
 JO0182  DESIGNATION -  D 35
 JO0182  PID         -  JO0182
 JO0182  STATE/COUNTY-  UT/IRON
 JO0182  COUNTRY     -  US
 JO0182  USGS QUAD   -  BUCKHORN FLAT (2017)
 JO0182
 JO0182                         *CURRENT SURVEY CONTROL
 JO0182  ______________________________________________________________________
 JO0182* NAD 83(1986) POSITION- 38 01 56.     (N) 112 42 13.     (W)   SCALED
 JO0182* NAVD 88 ORTHO HEIGHT -  1768.647 (meters)     5802.64  (feet) ADJUSTED
 JO0182  ______________________________________________________________________
 JO0182  GEOID HEIGHT    -        -20.591 (meters)                     GEOID18
 JO0182  DYNAMIC HEIGHT  -       1766.616 (meters)     5795.97  (feet) COMP
 JO0182  MODELED GRAVITY -    979,418.5   (mgal)                       NAVD 88
 JO0182
 JO0182  VERT ORDER      -  SECOND    CLASS 0
 JO0182
 JO0182.The horizontal coordinates were scaled from a map and have
 JO0182.an estimated accuracy of +/- 6 seconds.
 JO0182
 JO0182.The orthometric height was determined by differential leveling and
 JO0182.adjusted by the NATIONAL GEODETIC SURVEY
 JO0182.in June 1991.
 JO0182
 JO0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0182.GEOID18 height accuracy estimate available here.
 JO0182
 JO0182.Click photographs - Photos may exist for this station.
 JO0182
 JO0182.The dynamic height is computed by dividing the NAVD 88
 JO0182.geopotential number by the normal gravity value computed on the
 JO0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0182.degrees latitude (g = 980.6199 gals.).
 JO0182
 JO0182.The modeled gravity was interpolated from observed gravity values.
 JO0182
 JO0182;                    North         East    Units  Estimated Accuracy
 JO0182;SPC UT S     - 3,152,240.      394,340.      MT  (+/- 180 meters Scaled)
 JO0182
 JO0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH504107(NAD 83)
 JO0182
 JO0182                          SUPERSEDED SURVEY CONTROL
 JO0182
 JO0182  NGVD 29 (??/??/92) 1767.481  (m)         5798.81   (f) ADJ UNCH    2 0
 JO0182
 JO0182.Superseded values are not recommended for survey control.
 JO0182
 JO0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0182.See file dsdata.pdf to determine how the superseded data were derived.
 JO0182
 JO0182_MARKER: DB = BENCH MARK DISK
 JO0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0182_STAMPING: D 35 1934
 JO0182_MARK LOGO: CGS
 JO0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0182+STABILITY: SURFACE MOTION
 JO0182
 JO0182  HISTORY     - Date     Condition        Report By
 JO0182  HISTORY     - 1934     MONUMENTED       CGS
 JO0182  HISTORY     - 1971     MARK NOT FOUND   USGS
 JO0182  HISTORY     - 20101209 MARK NOT FOUND   GEOCAC
 JO0182
 JO0182                          STATION DESCRIPTION
 JO0182
 JO0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0182'15.1 MI N FROM PARAWAN.
 JO0182'15.1 MILES NORTH ALONG U. S. HIGHWAY 91 FROM THE HIGH SCHOOL AT
 JO0182'PAROWAN, ABOUT 120 FEET NORTHEAST OF THE EAST CONCRETE HEAD WALL OF A
 JO0182'GALVANIZED PIPE CULVERT, AND 57 FEET EAST OF THE CENTER LINE OF THE
 JO0182'HIGHWAY.  SET IN THE TOP OF A CONCRETE POST.
 JO0182
 JO0182                          STATION RECOVERY (1971)
 JO0182
 JO0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JO0182'MARK NOT FOUND.
 JO0182
 JO0182                          STATION RECOVERY (2010)
 JO0182
 JO0182'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 JO0182'LOCATION IS IN A CULTIVATED FIELD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0129 ***********************************************************************
 JN0129  DESIGNATION -  D 36
 JN0129  PID         -  JN0129
 JN0129  STATE/COUNTY-  UT/EMERY
 JN0129  COUNTRY     -  US
 JN0129  USGS QUAD   -  WALKER FLAT (2017)
 JN0129
 JN0129                         *CURRENT SURVEY CONTROL
 JN0129  ______________________________________________________________________
 JN0129* NAD 83(1986) POSITION- 38 49 23.28   (N) 111 17 00.68   (W)   HD_HELD1
 JN0129* NAVD 88 ORTHO HEIGHT -  1845.144 (meters)     6053.61  (feet) ADJUSTED
 JN0129  ______________________________________________________________________
 JN0129  GEOID HEIGHT    -        -17.941 (meters)                     GEOID18
 JN0129  DYNAMIC HEIGHT  -       1843.169 (meters)     6047.13  (feet) COMP
 JN0129  MODELED GRAVITY -    979,492.4   (mgal)                       NAVD 88
 JN0129
 JN0129  VERT ORDER      -  SECOND    CLASS 0
 JN0129
 JN0129.The horizontal coordinates were determined by differentially corrected
 JN0129.hand held GPS observations or other comparable positioning techniques
 JN0129.and have an estimated accuracy of +/- 3 meters.
 JN0129
 JN0129.The orthometric height was determined by differential leveling and
 JN0129.adjusted by the NATIONAL GEODETIC SURVEY
 JN0129.in June 1991.
 JN0129
 JN0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0129.GEOID18 height accuracy estimate available here.
 JN0129
 JN0129.Click photographs - Photos may exist for this station.
 JN0129
 JN0129.The dynamic height is computed by dividing the NAVD 88
 JN0129.geopotential number by the normal gravity value computed on the
 JN0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0129.degrees latitude (g = 980.6199 gals.).
 JN0129
 JN0129.The modeled gravity was interpolated from observed gravity values.
 JN0129
 JN0129;                    North         East    Units  Estimated Accuracy
 JN0129;SPC UT C     - 2,054,401.8     518,800.3     MT  (+/- 3 meters HH1 GPS) 
 JN0129
 JN0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH7538897187(NAD 83)
 JN0129
 JN0129                          SUPERSEDED SURVEY CONTROL
 JN0129
 JN0129  NGVD 29 (??/??/92) 1843.962  (m)         6049.73   (f) ADJ UNCH    2 0
 JN0129
 JN0129.Superseded values are not recommended for survey control.
 JN0129
 JN0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0129.See file dsdata.pdf to determine how the superseded data were derived.
 JN0129
 JN0129_MARKER: DB = BENCH MARK DISK
 JN0129_SETTING: 66 = SET IN ROCK OUTCROP
 JN0129_STAMPING: D 36 1934
 JN0129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0129+STABILITY: POSITION/ELEVATION WELL
 JN0129
 JN0129  HISTORY     - Date     Condition        Report By
 JN0129  HISTORY     - 1934     MONUMENTED       CGS
 JN0129
 JN0129                          STATION DESCRIPTION
 JN0129
 JN0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0129'7.6 MI S FROM EMERY.
 JN0129'ABOUT 7.6 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL AT
 JN0129'EMERY, EMERY COUNTY, ABOUT 124 FEET NORTH OF A SMALL PINON TREE, ABOUT
 JN0129'112 FEET SOUTH OF A SMALL, ROUND CLAY KNOB, ABOUT 30 FEET SOUTHEAST OF
 JN0129'THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A ROCK OUTCROP. A
 JN0129'STANDARD DISK, STAMPED D 36 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0337 ***********************************************************************
 HO0337  DESIGNATION -  D 364
 HO0337  PID         -  HO0337
 HO0337  STATE/COUNTY-  UT/WASHINGTON
 HO0337  COUNTRY     -  US
 HO0337  USGS QUAD   -  HURRICANE (2017)
 HO0337
 HO0337                         *CURRENT SURVEY CONTROL
 HO0337  ______________________________________________________________________
 HO0337* NAD 83(1986) POSITION- 37 12 36.     (N) 113 16 20.     (W)   SCALED
 HO0337* NAVD 88 ORTHO HEIGHT -   985.050 (meters)     3231.78  (feet) ADJUSTED
 HO0337  ______________________________________________________________________
 HO0337  GEOID HEIGHT    -        -23.520 (meters)                     GEOID18
 HO0337  DYNAMIC HEIGHT  -        984.014 (meters)     3228.39  (feet) COMP
 HO0337  MODELED GRAVITY -    979,545.9   (mgal)                       NAVD 88
 HO0337  OBS GRAVITY     -    979,546.7   (mgal)                       GRAV_OBS
 HO0337
 HO0337  VERT ORDER      -  FIRST     CLASS II
 HO0337
 HO0337.The horizontal coordinates were scaled from a map and have
 HO0337.an estimated accuracy of +/- 6 seconds.
 HO0337
 HO0337.The orthometric height was determined by differential leveling and
 HO0337.adjusted by the NATIONAL GEODETIC SURVEY
 HO0337.in June 1991.
 HO0337
 HO0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0337.GEOID18 height accuracy estimate available here.
 HO0337
 HO0337.Click photographs - Photos may exist for this station.
 HO0337
 HO0337.The dynamic height is computed by dividing the NAVD 88
 HO0337.geopotential number by the normal gravity value computed on the
 HO0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0337.degrees latitude (g = 980.6199 gals.).
 HO0337
 HO0337.The modeled gravity was interpolated from observed gravity values.
 HO0337
 HO0337.The observed gravity was obtained from relative gravimeter ties
 HO0337.to the IGSN71 gravity network.
 HO0337
 HO0337;                    North         East    Units  Estimated Accuracy
 HO0337;SPC UT S     - 3,061,790.      342,700.      MT  (+/- 180 meters Scaled)
 HO0337
 HO0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG983205(NAD 83)
 HO0337
 HO0337                          SUPERSEDED SURVEY CONTROL
 HO0337
 HO0337.No superseded survey control is available for this station.
 HO0337
 HO0337_MARKER: I = METAL ROD
 HO0337_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0337_STAMPING: D 364 1982
 HO0337_MARK LOGO: NGS
 HO0337_PROJECTION: RECESSED 5 CENTIMETERS
 HO0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0337_ROD/PIPE-DEPTH: 5.4 meters
 HO0337
 HO0337  HISTORY     - Date     Condition        Report By
 HO0337  HISTORY     - 1982     MONUMENTED       NGS
 HO0337
 HO0337                          STATION DESCRIPTION
 HO0337
 HO0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0337'0.1 KM (0.1 MI) SOUTH FROM LA VERKIN.
 HO0337'0.1 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 HO0337'STATE HIGHWAY 17 IN LA VERKIN, IN THE NORTHWEST CORNER OF THE T
 HO0337'JUNCTION OF A PRIVATE DRIVEWAY LEADING TO A 10 BY 50 FOOT MOBILE HOME,
 HO0337'0.15 KM (0.1 MI) NORTH OF MILEPOST 12, 11.9 METERS (39 FT) WEST OF THE
 HO0337'SOUTH BOUND HIGHWAY CENTERLINE, 6.8 METERS (22.5 FT) NORTH OF THE
 HO0337'DRIVEWAY CENTER, 3.3 METERS (11 FT) NORTH OF A POWER POLE WITH A
 HO0337'STREET LAMP ATTACHED, 1.8 METERS (6 FT) WEST OF THE WEST CONCRETE
 HO0337'HIGHWAY CURB, 2.4 METERS (8 FT) SOUTH OF THE ANCHOR FOR THE POWER POLE
 HO0337'GUY WIRE, 0.6 METER (2 FT) EAST OF THE RIGHT OF WAY FENCE.
 HO0337'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 HO0337'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0362 ***********************************************************************
 HO0362  DESIGNATION -  D 365
 HO0362  PID         -  HO0362
 HO0362  STATE/COUNTY-  UT/WASHINGTON
 HO0362  COUNTRY     -  US
 HO0362  USGS QUAD   -  SANTA CLARA (2017)
 HO0362
 HO0362                         *CURRENT SURVEY CONTROL
 HO0362  ______________________________________________________________________
 HO0362* NAD 83(1986) POSITION- 37 08 19.     (N) 113 39 57.     (W)   SCALED
 HO0362* NAVD 88 ORTHO HEIGHT -   855.825 (meters)     2807.82  (feet) ADJUSTED
 HO0362  ______________________________________________________________________
 HO0362  GEOID HEIGHT    -        -24.515 (meters)                     GEOID18
 HO0362  DYNAMIC HEIGHT  -        854.964 (meters)     2804.99  (feet) COMP
 HO0362  MODELED GRAVITY -    979,596.7   (mgal)                       NAVD 88
 HO0362
 HO0362  VERT ORDER      -  FIRST     CLASS II
 HO0362
 HO0362.The horizontal coordinates were scaled from a map and have
 HO0362.an estimated accuracy of +/- 6 seconds.
 HO0362
 HO0362.The orthometric height was determined by differential leveling and
 HO0362.adjusted by the NATIONAL GEODETIC SURVEY
 HO0362.in June 1991.
 HO0362
 HO0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0362.GEOID18 height accuracy estimate available here.
 HO0362
 HO0362.Click photographs - Photos may exist for this station.
 HO0362
 HO0362.The dynamic height is computed by dividing the NAVD 88
 HO0362.geopotential number by the normal gravity value computed on the
 HO0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0362.degrees latitude (g = 980.6199 gals.).
 HO0362
 HO0362.The modeled gravity was interpolated from observed gravity values.
 HO0362
 HO0362;                    North         East    Units  Estimated Accuracy
 HO0362;SPC UT S     - 3,054,610.      307,580.      MT  (+/- 180 meters Scaled)
 HO0362
 HO0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG632135(NAD 83)
 HO0362
 HO0362                          SUPERSEDED SURVEY CONTROL
 HO0362
 HO0362.No superseded survey control is available for this station.
 HO0362
 HO0362_MARKER: I = METAL ROD
 HO0362_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0362_STAMPING: D 365 1982
 HO0362_MARK LOGO: NGS
 HO0362_PROJECTION: FLUSH
 HO0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0362_ROD/PIPE-DEPTH: 12.2 meters
 HO0362
 HO0362  HISTORY     - Date     Condition        Report By
 HO0362  HISTORY     - 1982     MONUMENTED       NGS
 HO0362
 HO0362                          STATION DESCRIPTION
 HO0362
 HO0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0362'1.5 KM (0.95 MI) WEST FROM SANTA CLARA.
 HO0362'1.5 KM (0.95 MI) WEST ALONG OLD US HIGHWAY 91 FROM THE CHURCH OF
 HO0362'LATTER DAY SAINTS IN SANTA CLARA, 2.1 METERS (7.0 FT) EAST OF THE END
 HO0362'POWER POLE OF A POWER LINE SPUR ON THE INSIDE OF THE WEST END OF A
 HO0362'CURVE, 15.7 METERS (51.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 19.3
 HO0362'METERS (63.5 FT) SOUTHEAST OF THE EXTENDED CENTER OF A GRAVEL ROAD
 HO0362'LEADING SOUTHWEST, 11.4 METERS (37.5 FT) EAST OF THE EAST GATE POST
 HO0362'FOR THE EAST ONE OF TWO WIRE GATES IN THE RIGHT OF WAY FENCE, 0.3
 HO0362'METER (1 FT) NORTH OF THE RIGHT OF WAY FENCE.
 HO0362'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 HO0362'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0401 ***********************************************************************
 HO0401  DESIGNATION -  D 366
 HO0401  PID         -  HO0401
 HO0401  STATE/COUNTY-  UT/WASHINGTON
 HO0401  COUNTRY     -  US
 HO0401  USGS QUAD   -  VIRGIN (2017)
 HO0401
 HO0401                         *CURRENT SURVEY CONTROL
 HO0401  ______________________________________________________________________
 HO0401* NAD 83(1986) POSITION- 37 12 38.     (N) 113 14 25.     (W)   SCALED
 HO0401* NAVD 88 ORTHO HEIGHT -  1114.025 (meters)     3654.93  (feet) ADJUSTED
 HO0401  ______________________________________________________________________
 HO0401  GEOID HEIGHT    -        -23.377 (meters)                     GEOID18
 HO0401  DYNAMIC HEIGHT  -       1112.840 (meters)     3651.04  (feet) COMP
 HO0401  MODELED GRAVITY -    979,529.1   (mgal)                       NAVD 88
 HO0401
 HO0401  VERT ORDER      -  FIRST     CLASS II
 HO0401
 HO0401.The horizontal coordinates were scaled from a map and have
 HO0401.an estimated accuracy of +/- 6 seconds.
 HO0401
 HO0401.The orthometric height was determined by differential leveling and
 HO0401.adjusted by the NATIONAL GEODETIC SURVEY
 HO0401.in June 1991.
 HO0401
 HO0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0401.GEOID18 height accuracy estimate available here.
 HO0401
 HO0401.Click photographs - Photos may exist for this station.
 HO0401
 HO0401.The dynamic height is computed by dividing the NAVD 88
 HO0401.geopotential number by the normal gravity value computed on the
 HO0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0401.degrees latitude (g = 980.6199 gals.).
 HO0401
 HO0401.The modeled gravity was interpolated from observed gravity values.
 HO0401
 HO0401;                    North         East    Units  Estimated Accuracy
 HO0401;SPC UT S     - 3,061,800.      345,530.      MT  (+/- 180 meters Scaled)
 HO0401
 HO0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG012205(NAD 83)
 HO0401
 HO0401                          SUPERSEDED SURVEY CONTROL
 HO0401
 HO0401.No superseded survey control is available for this station.
 HO0401
 HO0401_MARKER: DV = VERTICAL CONTROL DISK
 HO0401_SETTING: 66 = SET IN ROCK OUTCROP
 HO0401_STAMPING: D 366 1982
 HO0401_MARK LOGO: NGS
 HO0401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0401+STABILITY: POSITION/ELEVATION WELL
 HO0401
 HO0401  HISTORY     - Date     Condition        Report By
 HO0401  HISTORY     - 1982     MONUMENTED       NGS
 HO0401
 HO0401                          STATION DESCRIPTION
 HO0401
 HO0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0401'4.9 KM (3.1 MI) EAST FROM LA VERKIN.
 HO0401'4.95 KM (3.1 MI) EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 HO0401'HIGHWAY 17 IN LA VERKIN, IN TOP OF THE NORTHWEST EDGE OF A 3- BY
 HO0401'3.5-FOOT EXPOSURE OF SANDSTONE BEDROCK AT THE CENTER OF A SMALL
 HO0401'BEDROCK CUT ON THE INSIDE OF A CURVE, 0.45 KM (0.3 MI) SOUTHEAST OF
 HO0401'MILEPOST 15, 0.16 KM (0.1 MI) NORTHWEST OF A T-JUNCTION OF A DIRT ROAD
 HO0401'LEADING SOUTH, 11.7 METERS (38.5 FT) NORTHEAST OF THE HIGHWAY
 HO0401'CENTERLINE, 28.6 METERS (94 FT) SOUTHEAST OF THE NORTH END OF AN
 HO0401'18-INCH CORRUGATED METAL PIPE CULVERT.
 HO0401'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 HO0401'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0425 ***********************************************************************
 HO0425  DESIGNATION -  D 367
 HO0425  PID         -  HO0425
 HO0425  STATE/COUNTY-  UT/KANE
 HO0425  COUNTRY     -  US
 HO0425  USGS QUAD   -  THE BARRACKS (2017)
 HO0425
 HO0425                         *CURRENT SURVEY CONTROL
 HO0425  ______________________________________________________________________
 HO0425* NAD 83(1986) POSITION- 37 14 16.95   (N) 112 50 39.42   (W)   HD_HELD1
 HO0425* NAVD 88 ORTHO HEIGHT -  1805.619 (meters)     5923.94  (feet) ADJUSTED
 HO0425  ______________________________________________________________________
 HO0425  GEOID HEIGHT    -        -22.003 (meters)                     GEOID18
 HO0425  DYNAMIC HEIGHT  -       1803.448 (meters)     5916.81  (feet) COMP
 HO0425  MODELED GRAVITY -    979,364.2   (mgal)                       NAVD 88
 HO0425
 HO0425  VERT ORDER      -  FIRST     CLASS II
 HO0425
 HO0425.The horizontal coordinates were determined by differentially corrected
 HO0425.hand held GPS observations or other comparable positioning techniques
 HO0425.and have an estimated accuracy of +/- 3 meters.
 HO0425
 HO0425.The orthometric height was determined by differential leveling and
 HO0425.adjusted by the NATIONAL GEODETIC SURVEY
 HO0425.in June 1991.
 HO0425
 HO0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0425.GEOID18 height accuracy estimate available here.
 HO0425
 HO0425.Click photographs - Photos may exist for this station.
 HO0425
 HO0425.The dynamic height is computed by dividing the NAVD 88
 HO0425.geopotential number by the normal gravity value computed on the
 HO0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0425.degrees latitude (g = 980.6199 gals.).
 HO0425
 HO0425.The modeled gravity was interpolated from observed gravity values.
 HO0425
 HO0425;                    North         East    Units  Estimated Accuracy
 HO0425;SPC UT S     - 3,064,270.5     380,721.7     MT  (+/- 3 meters HH1 GPS) 
 HO0425
 HO0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG3640822873(NAD 83)
 HO0425
 HO0425                          SUPERSEDED SURVEY CONTROL
 HO0425
 HO0425.No superseded survey control is available for this station.
 HO0425
 HO0425_MARKER: DV = VERTICAL CONTROL DISK
 HO0425_SETTING: 66 = SET IN ROCK OUTCROP
 HO0425_STAMPING: D 367 1983
 HO0425_MARK LOGO: NGS
 HO0425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0425+STABILITY: POSITION/ELEVATION WELL
 HO0425
 HO0425  HISTORY     - Date     Condition        Report By
 HO0425  HISTORY     - 1983     MONUMENTED       NGS
 HO0425  HISTORY     - 20181104 GOOD             USPSQD
 HO0425
 HO0425                          STATION DESCRIPTION
 HO0425
 HO0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0425'22.8 KM (14.2 MI) EAST FROM SPRINGDALE.
 HO0425'22.85 KM (14.25 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF
 HO0425'LATTER DAY SAINTS IN SPRINGDALE, IN TOP OF AND 1.9 METERS (6.5 FT)
 HO0425'WEST OF THE EAST END OF A 3- BY 15-FOOT SANDSTONE OUTCROP IN THE WEST
 HO0425'END OF A LONG LOW CUT, 1.8 KM (1.15 MI) EAST OF THE ZION NATIONAL PARK
 HO0425'BOUNDARY, 0.85 KM (0.55 MI) WEST OF MILEPOST 46, 7.0 METERS (23 FT)
 HO0425'NORTH OF THE HIGHWAY CENTERLINE, 32.9 METERS (108 FT) EAST OF THE WEST
 HO0425'END OF THE CUT, 29.9 METERS (98 FT) NORTHWEST ACROSS THE HIGHWAY FROM
 HO0425'POWER POLE 143, 7.1 METERS (23.5 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 HO0425'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 HO0425'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
 HO0425
 HO0425                          STATION RECOVERY (2018)
 HO0425
 HO0425'RECOVERY NOTE BY US POWER SQUADRON 2018 (DLG)
 HO0425'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0449 ***********************************************************************
 HO0449  DESIGNATION -  D 368
 HO0449  PID         -  HO0449
 HO0449  STATE/COUNTY-  UT/KANE
 HO0449  COUNTRY     -  US
 HO0449  USGS QUAD   -  KANAB (2017)
 HO0449
 HO0449                         *CURRENT SURVEY CONTROL
 HO0449  ______________________________________________________________________
 HO0449* NAD 83(1986) POSITION- 37 06 54.     (N) 112 33 35.     (W)   SCALED
 HO0449* NAVD 88 ORTHO HEIGHT -  1591.812 (meters)     5222.47  (feet) ADJUSTED
 HO0449  ______________________________________________________________________
 HO0449  GEOID HEIGHT    -        -21.920 (meters)                     GEOID18
 HO0449  DYNAMIC HEIGHT  -       1589.974 (meters)     5216.44  (feet) COMP
 HO0449  MODELED GRAVITY -    979,420.4   (mgal)                       NAVD 88
 HO0449
 HO0449  VERT ORDER      -  FIRST     CLASS II
 HO0449
 HO0449.The horizontal coordinates were scaled from a map and have
 HO0449.an estimated accuracy of +/- 6 seconds.
 HO0449
 HO0449.The orthometric height was determined by differential leveling and
 HO0449.adjusted by the NATIONAL GEODETIC SURVEY
 HO0449.in June 1991.
 HO0449
 HO0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0449.GEOID18 height accuracy estimate available here.
 HO0449
 HO0449.Click photographs - Photos may exist for this station.
 HO0449
 HO0449.The dynamic height is computed by dividing the NAVD 88
 HO0449.geopotential number by the normal gravity value computed on the
 HO0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0449.degrees latitude (g = 980.6199 gals.).
 HO0449
 HO0449.The modeled gravity was interpolated from observed gravity values.
 HO0449
 HO0449;                    North         East    Units  Estimated Accuracy
 HO0449;SPC UT S     - 3,050,290.      405,820.      MT  (+/- 180 meters Scaled)
 HO0449
 HO0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG614087(NAD 83)
 HO0449
 HO0449                          SUPERSEDED SURVEY CONTROL
 HO0449
 HO0449.No superseded survey control is available for this station.
 HO0449
 HO0449_MARKER: I = METAL ROD
 HO0449_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0449_STAMPING: D 368 1983
 HO0449_MARK LOGO: NGS
 HO0449_PROJECTION: FLUSH
 HO0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0449+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 HO0449_ROD/PIPE-DEPTH: 12.2 meters
 HO0449
 HO0449  HISTORY     - Date     Condition        Report By
 HO0449  HISTORY     - 1983     MONUMENTED       NGS
 HO0449  HISTORY     - 20060125 GOOD             SUNENG
 HO0449
 HO0449                          STATION DESCRIPTION
 HO0449
 HO0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0449'8.5 KM (5.3 MI) NORTH FROM KANAB.
 HO0449'8.55 KM (5.35 MI) NORTH ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER
 HO0449'DAY SAINTS IN KANAB, 0.95 KM (0.6 MI) NORTHWEST OF THE Y-JUNCTION OF A
 HO0449'DIRT ROAD LEADING NORTH UP KANAB CANYON, 0.75 KM (0.45 MI) SOUTH OF
 HO0449'THE MOQUI CAVE, 17.7 METERS (58 FT) NORTHEAST OF MILEPOST 70,
 HO0449'27.0 METERS (88.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 12.6 METERS
 HO0449'(41.5 FT) SOUTHWEST OF THE TOP EDGE OF THE SOUTHWEST BANK OF A DRY
 HO0449'WASH, 1.5 METERS (5 FT) SOUTHWEST OF THE SOUTHEAST POLE (NUMBER 145)
 HO0449'FOR A POWER LINE CROSSING.
 HO0449'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 HO0449'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 HO0449
 HO0449                          STATION RECOVERY (2006)
 HO0449
 HO0449'RECOVERY NOTE BY SUNRISE ENGINEERING 2006
 HO0449'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES --
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0400 ***********************************************************************
 JO0400  DESIGNATION -  D 369
 JO0400  PID         -  JO0400
 JO0400  STATE/COUNTY-  UT/IRON
 JO0400  COUNTRY     -  US
 JO0400  USGS QUAD   -  MINERSVILLE (2017)
 JO0400
 JO0400                         *CURRENT SURVEY CONTROL
 JO0400  ______________________________________________________________________
 JO0400* NAD 83(1986) POSITION- 38 08 44.4    (N) 112 57 34.2    (W)   HD_HELD2
 JO0400* NAVD 88 ORTHO HEIGHT -  1712.229 (meters)     5617.54  (feet) ADJUSTED
 JO0400  ______________________________________________________________________
 JO0400  GEOID HEIGHT    -        -20.988 (meters)                     GEOID18
 JO0400  DYNAMIC HEIGHT  -       1710.340 (meters)     5611.34  (feet) COMP
 JO0400  MODELED GRAVITY -    979,465.7   (mgal)                       NAVD 88
 JO0400
 JO0400  VERT ORDER      -  FIRST     CLASS II
 JO0400
 JO0400.The horizontal coordinates were established by autonomous hand held GPS
 JO0400.observations and have an estimated accuracy of +/- 10 meters.
 JO0400
 JO0400.The orthometric height was determined by differential leveling and
 JO0400.adjusted by the NATIONAL GEODETIC SURVEY
 JO0400.in June 1991.
 JO0400
 JO0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0400.GEOID18 height accuracy estimate available here.
 JO0400
 JO0400.Click photographs - Photos may exist for this station.
 JO0400
 JO0400.The dynamic height is computed by dividing the NAVD 88
 JO0400.geopotential number by the normal gravity value computed on the
 JO0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0400.degrees latitude (g = 980.6199 gals.).
 JO0400
 JO0400.The modeled gravity was interpolated from observed gravity values.
 JO0400
 JO0400;                    North         East    Units  Estimated Accuracy
 JO0400;SPC UT S     - 3,165,146.      372,071.      MT  (+/- 10 meters HH2 GPS)
 JO0400
 JO0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH2829323791(NAD 83)
 JO0400
 JO0400                          SUPERSEDED SURVEY CONTROL
 JO0400
 JO0400.No superseded survey control is available for this station.
 JO0400
 JO0400_MARKER: I = METAL ROD
 JO0400_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JO0400+WITH SETTING: INFORMATION.
 JO0400_STAMPING: D 369 1984
 JO0400_MARK LOGO: NGS
 JO0400_PROJECTION: FLUSH
 JO0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0400_ROD/PIPE-DEPTH: 2.1 meters
 JO0400
 JO0400  HISTORY     - Date     Condition        Report By
 JO0400  HISTORY     - 1984     MONUMENTED       NGS
 JO0400
 JO0400                          STATION DESCRIPTION
 JO0400
 JO0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0400'8.5 KM (5.3 MI) SOUTH FROM MINERSVILLE.
 JO0400'8.56 KM (5.32 MI) SOUTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 JO0400'AT MINERSVILLE, AT A WOODEN BRACE IN THE RIGHT OF WAY FENCE, 0.48 KM
 JO0400'(0.30 MI) SOUTH OF MILEPOST 37, AT THE BEAVER-IRON COUNTY LINE,
 JO0400'30.1 METERS (99 FT) EAST OF THE HIGHWAY CENTERLINE AND 0.6 METER
 JO0400'(2 FT) WEST OF THE RIGHT OF WAY FENCE.  NOTE--THE COUNTY LINE PLOTTED
 JO0400'ON THE MAP AND THE ACTUAL COUNTY LINE MARKERS DO NOT MATCH.  A
 JO0400'DIFFERENCE OF 0.38 KM (0.2 MI) WAS OBSERVED.
 JO0400'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 JO0400'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0273 ***********************************************************************
 KN0273  DESIGNATION -  D 37
 KN0273  PID         -  KN0273
 KN0273  STATE/COUNTY-  UT/SANPETE
 KN0273  COUNTRY     -  US
 KN0273  USGS QUAD   -  REDMOND (2017)
 KN0273
 KN0273                         *CURRENT SURVEY CONTROL
 KN0273  ______________________________________________________________________
 KN0273* NAD 83(1986) POSITION- 39 03 26.     (N) 111 49 15.     (W)   SCALED
 KN0273* NAVD 88 ORTHO HEIGHT -  1568.931 (meters)     5147.40  (feet) ADJUSTED
 KN0273  ______________________________________________________________________
 KN0273  GEOID HEIGHT    -        -18.522 (meters)                     GEOID18
 KN0273  DYNAMIC HEIGHT  -       1567.311 (meters)     5142.09  (feet) COMP
 KN0273  MODELED GRAVITY -    979,540.8   (mgal)                       NAVD 88
 KN0273
 KN0273  VERT ORDER      -  SECOND    CLASS 0
 KN0273
 KN0273.The horizontal coordinates were scaled from a map and have
 KN0273.an estimated accuracy of +/- 6 seconds.
 KN0273
 KN0273.The orthometric height was determined by differential leveling and
 KN0273.adjusted by the NATIONAL GEODETIC SURVEY
 KN0273.in June 1991.
 KN0273
 KN0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0273.GEOID18 height accuracy estimate available here.
 KN0273
 KN0273.Click photographs - Photos may exist for this station.
 KN0273
 KN0273.The dynamic height is computed by dividing the NAVD 88
 KN0273.geopotential number by the normal gravity value computed on the
 KN0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0273.degrees latitude (g = 980.6199 gals.).
 KN0273
 KN0273.The modeled gravity was interpolated from observed gravity values.
 KN0273
 KN0273;                    North         East    Units  Estimated Accuracy
 KN0273;SPC UT C     - 2,080,420.      472,230.      MT  (+/- 180 meters Scaled)
 KN0273
 KN0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ289234(NAD 83)
 KN0273
 KN0273                          SUPERSEDED SURVEY CONTROL
 KN0273
 KN0273  NGVD 29 (??/??/92) 1567.764  (m)         5143.57   (f) ADJ UNCH    2 0
 KN0273
 KN0273.Superseded values are not recommended for survey control.
 KN0273
 KN0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0273.See file dsdata.pdf to determine how the superseded data were derived.
 KN0273
 KN0273_MARKER: DB = BENCH MARK DISK
 KN0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0273_STAMPING: D 37 1934
 KN0273_MARK LOGO: CGS
 KN0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0273+STABILITY: SURFACE MOTION
 KN0273
 KN0273  HISTORY     - Date     Condition        Report By
 KN0273  HISTORY     - 1934     MONUMENTED       CGS
 KN0273  HISTORY     - 20101210 MARK NOT FOUND   GEOCAC
 KN0273
 KN0273                          STATION DESCRIPTION
 KN0273
 KN0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0273'6.0 MI S FROM GUNNISON.
 KN0273'ABOUT 6.0 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0273'FROM THE STATION AT GUNNISON, SANPETE COUNTY, ABOUT 0.1 MILE NORTH OF
 KN0273'THE STATION SIGNBOARD AT AXTELL, ABOUT 369 FEET NORTH OF MILEPOST 79,
 KN0273'48 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 89, 45 FEET WEST OF
 KN0273'THE CENTER LINE OF THE TRACK, AND 5 FEET EAST OF THE FENCE. A STANDARD
 KN0273'DISK, STAMPED D 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KN0273
 KN0273                          STATION RECOVERY (2010)
 KN0273
 KN0273'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 KN0273'LOCATION WAS DISTURBED WHEN THE TRACKS WERE REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0531 ***********************************************************************
 MR0531  DESIGNATION -  D 370
 MR0531  PID         -  MR0531
 MR0531  STATE/COUNTY-  UT/WEBER
 MR0531  COUNTRY     -  US
 MR0531  USGS QUAD   -  OGDEN (2017)
 MR0531
 MR0531                         *CURRENT SURVEY CONTROL
 MR0531  ______________________________________________________________________
 MR0531* NAD 83(1986) POSITION- 41 09 02.     (N) 111 57 40.     (W)   SCALED
 MR0531* NAVD 88 ORTHO HEIGHT -  1357.718 (meters)     4454.45  (feet) ADJUSTED
 MR0531  ______________________________________________________________________
 MR0531  GEOID HEIGHT    -        -16.684 (meters)                     GEOID18
 MR0531  DYNAMIC HEIGHT  -       1356.657 (meters)     4450.97  (feet) COMP
 MR0531  MODELED GRAVITY -    979,795.8   (mgal)                       NAVD 88
 MR0531
 MR0531  VERT ORDER      -  FIRST     CLASS II
 MR0531
 MR0531.The horizontal coordinates were scaled from a map and have
 MR0531.an estimated accuracy of +/- 6 seconds.
 MR0531
 MR0531.The orthometric height was determined by differential leveling and
 MR0531.adjusted by the NATIONAL GEODETIC SURVEY
 MR0531.in June 1991.
 MR0531
 MR0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0531.GEOID18 height accuracy estimate available here.
 MR0531
 MR0531.Click photographs - Photos may exist for this station.
 MR0531
 MR0531.The dynamic height is computed by dividing the NAVD 88
 MR0531.geopotential number by the normal gravity value computed on the
 MR0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0531.degrees latitude (g = 980.6199 gals.).
 MR0531
 MR0531.The modeled gravity was interpolated from observed gravity values.
 MR0531
 MR0531;                    North         East    Units  Estimated Accuracy
 MR0531;SPC UT N     - 1,090,860.      461,300.      MT  (+/- 180 meters Scaled)
 MR0531
 MR0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL193559(NAD 83)
 MR0531
 MR0531                          SUPERSEDED SURVEY CONTROL
 MR0531
 MR0531  NGVD 29 (06/08/92) 1356.690  (m)         4451.07   (f) ADJUSTED    1 2
 MR0531
 MR0531.Superseded values are not recommended for survey control.
 MR0531
 MR0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0531.See file dsdata.pdf to determine how the superseded data were derived.
 MR0531
 MR0531_MARKER: I = METAL ROD
 MR0531_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0531_STAMPING: D 370 1983
 MR0531_MARK LOGO: NGS
 MR0531_PROJECTION: FLUSH
 MR0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0531+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005
 MR0531_ROD/PIPE-DEPTH: 13.4 meters
 MR0531
 MR0531  HISTORY     - Date     Condition        Report By
 MR0531  HISTORY     - 1983     MONUMENTED       NGS
 MR0531  HISTORY     - 20050708 GOOD             GEOCAC
 MR0531
 MR0531                          STATION DESCRIPTION
 MR0531
 MR0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0531'9.8 KM (6.1 MI) SE FROM OGDEN.
 MR0531'9.8 KM (6.1 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0531'STATION IN OGDEN, 0.8 KM (0.5 MI) SOUTHEAST OF MILEPOST 987, AT A
 MR0531'UTILITY LINE CROSSING THE RAILROAD TRACKS, 9.4 METERS (30.8 FT) NORTH
 MR0531'OF THE NEAR RAIL, 8.0 METERS (26.2 FT) SOUTH OF A RAILROAD SAFETY
 MR0531'FENCE AND 1.1 METERS (3.6 FT) SOUTH OF THE NORTH ONE OF TWO UTILITY
 MR0531'POLES WITH THREE GUY WIRES.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 MR0531'A 5-INCH LOGO CAP.
 MR0531'THE MARK IS 1.1 METERS  S FROM A WITNESS POST.
 MR0531'THE MARK IS 0.3 M BELOW THE TRACKS.
 MR0531
 MR0531                          STATION RECOVERY (2005)
 MR0531
 MR0531'RECOVERY NOTE BY GEOCACHING 2005
 MR0531'GIVEN COORDINATES WERE ABOUT 220 FEET OFF. BETTER ONES=
 MR0531'N 41D 09.023'
 MR0531'W 111D 57.699'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0578 ***********************************************************************
 MR0578  DESIGNATION -  D 371
 MR0578  PID         -  MR0578
 MR0578  STATE/COUNTY-  UT/SUMMIT
 MR0578  COUNTRY     -  US
 MR0578  USGS QUAD   -  SHEARING CORRAL (2017)
 MR0578
 MR0578                         *CURRENT SURVEY CONTROL
 MR0578  ______________________________________________________________________
 MR0578* NAD 83(1986) POSITION- 41 08 51.     (N) 111 08 51.     (W)   SCALED
 MR0578* NAVD 88 ORTHO HEIGHT -  1937.957 (meters)     6358.11  (feet) ADJUSTED
 MR0578  ______________________________________________________________________
 MR0578  GEOID HEIGHT    -        -15.406 (meters)                     GEOID18
 MR0578  DYNAMIC HEIGHT  -       1936.185 (meters)     6352.30  (feet) COMP
 MR0578  MODELED GRAVITY -    979,641.4   (mgal)                       NAVD 88
 MR0578
 MR0578  VERT ORDER      -  FIRST     CLASS II
 MR0578
 MR0578.The horizontal coordinates were scaled from a map and have
 MR0578.an estimated accuracy of +/- 6 seconds.
 MR0578
 MR0578.The orthometric height was determined by differential leveling and
 MR0578.adjusted by the NATIONAL GEODETIC SURVEY
 MR0578.in June 1991.
 MR0578
 MR0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0578.GEOID18 height accuracy estimate available here.
 MR0578
 MR0578.Click photographs - Photos may exist for this station.
 MR0578
 MR0578.The dynamic height is computed by dividing the NAVD 88
 MR0578.geopotential number by the normal gravity value computed on the
 MR0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0578.degrees latitude (g = 980.6199 gals.).
 MR0578
 MR0578.The modeled gravity was interpolated from observed gravity values.
 MR0578
 MR0578;                    North         East    Units  Estimated Accuracy
 MR0578;SPC UT N     - 1,090,470.      529,590.      MT  (+/- 180 meters Scaled)
 MR0578
 MR0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL876551(NAD 83)
 MR0578
 MR0578                          SUPERSEDED SURVEY CONTROL
 MR0578
 MR0578  NGVD 29 (06/08/92) 1936.689  (m)         6353.95   (f) ADJUSTED    1 2
 MR0578
 MR0578.Superseded values are not recommended for survey control.
 MR0578
 MR0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0578.See file dsdata.pdf to determine how the superseded data were derived.
 MR0578
 MR0578_MARKER: DB = BENCH MARK DISK
 MR0578_SETTING: 66 = SET IN ROCK OUTCROP
 MR0578_STAMPING: D 371 1983
 MR0578_MARK LOGO: NGS
 MR0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0578
 MR0578  HISTORY     - Date     Condition        Report By
 MR0578  HISTORY     - 1983     MONUMENTED       NGS
 MR0578
 MR0578                          STATION DESCRIPTION
 MR0578
 MR0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0578'7.9 KM (4.9 MI) SW FROM WAHSATCH.
 MR0578'7.9 KM (4.9 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 80 FROM THE
 MR0578'UNION PACIFIC RAILROAD STATION IN WAHSATCH, IN THE CENTER OF A 3 BY 18
 MR0578'FT EXPOSED AREA OF OUTCROPPING BEDROCK AT A HIGHWAY CUT, 106.0 KM
 MR0578'(347.8 FT) SOUTHWEST OF THE NORTHEAST END OF THE CUT, 99.3 METERS
 MR0578'(325.8 FT) SOUTHWEST OF THE NORTH LEG OF A HIGHWAY INFORMATION SIGN
 MR0578'(EXIT 187 RANCH EXIT NEXT RIGHT), 29.6 METERS (97.1 FT) SOUTH OF
 MR0578'MILEPOST 188, 24.8 METERS (81.4 FT) SOUTHEAST OF THE CENTERLINE OF THE
 MR0578'EAST BOUND LANES OF THE HIGHWAY, AND 13.4 METERS (44.0 FT) NORTHWEST
 MR0578'OF A FENCE.
 MR0578'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 MR0578'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0346 ***********************************************************************
 HM0346  DESIGNATION -  D 372
 HM0346  PID         -  HM0346
 HM0346  STATE/COUNTY-  UT/SAN JUAN
 HM0346  COUNTRY     -  US
 HM0346  USGS QUAD   -  BIG BENCH (2017)
 HM0346
 HM0346                         *CURRENT SURVEY CONTROL
 HM0346  ______________________________________________________________________
 HM0346* NAD 83(1986) POSITION- 37 26 02.     (N) 109 28 15.     (W)   SCALED
 HM0346* NAVD 88 ORTHO HEIGHT -  1597.354 (meters)     5240.65  (feet) ADJUSTED
 HM0346  ______________________________________________________________________
 HM0346  GEOID HEIGHT    -        -20.575 (meters)                     GEOID18
 HM0346  DYNAMIC HEIGHT  -       1595.530 (meters)     5234.67  (feet) COMP
 HM0346  MODELED GRAVITY -    979,432.6   (mgal)                       NAVD 88
 HM0346
 HM0346  VERT ORDER      -  FIRST     CLASS II
 HM0346
 HM0346.The horizontal coordinates were scaled from a map and have
 HM0346.an estimated accuracy of +/- 6 seconds.
 HM0346
 HM0346.The orthometric height was determined by differential leveling and
 HM0346.adjusted by the NATIONAL GEODETIC SURVEY
 HM0346.in June 1991.
 HM0346
 HM0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0346.GEOID18 height accuracy estimate available here.
 HM0346
 HM0346.Click photographs - Photos may exist for this station.
 HM0346
 HM0346.The dynamic height is computed by dividing the NAVD 88
 HM0346.geopotential number by the normal gravity value computed on the
 HM0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0346.degrees latitude (g = 980.6199 gals.).
 HM0346
 HM0346.The modeled gravity was interpolated from observed gravity values.
 HM0346
 HM0346;                    North         East    Units  Estimated Accuracy
 HM0346;SPC UT S     - 3,087,100.      679,570.      MT  (+/- 180 meters Scaled)
 HM0346
 HM0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG352441(NAD 83)
 HM0346
 HM0346                          SUPERSEDED SURVEY CONTROL
 HM0346
 HM0346.No superseded survey control is available for this station.
 HM0346
 HM0346_MARKER: DV = VERTICAL CONTROL DISK
 HM0346_SETTING: 66 = SET IN ROCK OUTCROP
 HM0346_STAMPING: D 372 1983
 HM0346_MARK LOGO: NGS
 HM0346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0346+STABILITY: POSITION/ELEVATION WELL
 HM0346
 HM0346  HISTORY     - Date     Condition        Report By
 HM0346  HISTORY     - 1983     MONUMENTED       NGS
 HM0346  HISTORY     - 1984     GOOD             NGS
 HM0346
 HM0346                          STATION DESCRIPTION
 HM0346
 HM0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0346'19.4 KM (12.05 MI) NE FROM BLUFF.
 HM0346'19.4 KM (12.05 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0346'OFFICE IN BLUFF, 1.2 KM (0.75 MI) NORTH OF STATE HIGHWAY 262, IN TOP
 HM0346'OF A ROCK LEDGE AT A HIGHWAY CUT, 0.5 KM (0.3 MI) NORTH OF MILEPOST
 HM0346'37, 25.0 METERS (82.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 HM0346'11.8 METERS (38.7 FT) EAST OF THE EAST EDGE OF THE CUT, AND 4.5 METERS
 HM0346'(14.8 FT) NORTH OF THE SOUTH EDGE OF THE LEDGE.
 HM0346'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 HM0346'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 HM0346
 HM0346                          STATION RECOVERY (1984)
 HM0346
 HM0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0346'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0368 ***********************************************************************
 HM0368  DESIGNATION -  D 373
 HM0368  PID         -  HM0368
 HM0368  STATE/COUNTY-  UT/SAN JUAN
 HM0368  COUNTRY     -  US
 HM0368  USGS QUAD   -  BLUFF SW (2017)
 HM0368
 HM0368                         *CURRENT SURVEY CONTROL
 HM0368  ______________________________________________________________________
 HM0368* NAD 83(1986) POSITION- 37 15 47.9    (N) 109 43 46.1    (W)   HD_HELD2
 HM0368* NAVD 88 ORTHO HEIGHT -  1574.219 (meters)     5164.75  (feet) ADJUSTED
 HM0368  ______________________________________________________________________
 HM0368  GEOID HEIGHT    -        -20.655 (meters)                     GEOID18
 HM0368  DYNAMIC HEIGHT  -       1572.476 (meters)     5159.03  (feet) COMP
 HM0368  MODELED GRAVITY -    979,467.3   (mgal)                       NAVD 88
 HM0368
 HM0368  VERT ORDER      -  FIRST     CLASS II
 HM0368
 HM0368.The horizontal coordinates were established by autonomous hand held GPS
 HM0368.observations and have an estimated accuracy of +/- 10 meters.
 HM0368
 HM0368.The orthometric height was determined by differential leveling and
 HM0368.adjusted by the NATIONAL GEODETIC SURVEY
 HM0368.in June 1991.
 HM0368
 HM0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0368.GEOID18 height accuracy estimate available here.
 HM0368
 HM0368.Click photographs - Photos may exist for this station.
 HM0368
 HM0368.The dynamic height is computed by dividing the NAVD 88
 HM0368.geopotential number by the normal gravity value computed on the
 HM0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0368.degrees latitude (g = 980.6199 gals.).
 HM0368
 HM0368.The modeled gravity was interpolated from observed gravity values.
 HM0368
 HM0368;                    North         East    Units  Estimated Accuracy
 HM0368;SPC UT S     - 3,067,704.      657,042.      MT  (+/- 10 meters HH2 GPS)
 HM0368
 HM0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG1265824838(NAD 83)
 HM0368
 HM0368                          SUPERSEDED SURVEY CONTROL
 HM0368
 HM0368.No superseded survey control is available for this station.
 HM0368
 HM0368_MARKER: DV = VERTICAL CONTROL DISK
 HM0368_SETTING: 66 = SET IN ROCK OUTCROP
 HM0368_STAMPING: D 373 1983
 HM0368_MARK LOGO: NGS
 HM0368_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0368+STABILITY: POSITION/ELEVATION WELL
 HM0368
 HM0368  HISTORY     - Date     Condition        Report By
 HM0368  HISTORY     - 1983     MONUMENTED       NGS
 HM0368
 HM0368                          STATION DESCRIPTION
 HM0368
 HM0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0368'18.1 KM (11.25 MI) SW FROM BLUFF.
 HM0368'18.1 KM (11.25 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0368'OFFICE IN BLUFF, 1.5 KM (0.95 MI) SOUTHWEST OF A POWERLINE CROSSING,
 HM0368'0.2 KM (0.1 MI) NORTHEAST OF MILEPOST 34, IN AN EXPOSED AREA OF
 HM0368'BEDROCK AT THE NORTHEAST END OF A HIGHWAY CUT, 1.5 KM (0.95 MI)
 HM0368'NORTHEAST OF COUNTY ROAD 226 (LIME CREEK), 16.0 METERS (52.5 FT)
 HM0368'SOUTHWEST OF THE CENTER OF A DIRT ROAD LEADING SOUTHEAST, 10.7 METERS
 HM0368'(35.1 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 5.5 METERS
 HM0368'(18.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE CUT.
 HM0368'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 HM0368'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0685 ***********************************************************************
 HN0685  DESIGNATION -  D 374
 HN0685  PID         -  HN0685
 HN0685  STATE/COUNTY-  UT/SAN JUAN
 HN0685  COUNTRY     -  US
 HN0685  USGS QUAD   -  GOULDING (2017)
 HN0685
 HN0685                         *CURRENT SURVEY CONTROL
 HN0685  ______________________________________________________________________
 HN0685* NAD 83(1986) POSITION- 37 01 21.2    (N) 110 08 18.2    (W)   HD_HELD2
 HN0685* NAVD 88 ORTHO HEIGHT -  1622.556 (meters)     5323.34  (feet) ADJUSTED
 HN0685  ______________________________________________________________________
 HN0685  GEOID HEIGHT    -        -20.978 (meters)                     GEOID18
 HN0685  DYNAMIC HEIGHT  -       1620.673 (meters)     5317.16  (feet) COMP
 HN0685  MODELED GRAVITY -    979,413.0   (mgal)                       NAVD 88
 HN0685
 HN0685  VERT ORDER      -  FIRST     CLASS II
 HN0685
 HN0685.The horizontal coordinates were established by autonomous hand held GPS
 HN0685.observations and have an estimated accuracy of +/- 10 meters.
 HN0685
 HN0685.The orthometric height was determined by differential leveling and
 HN0685.adjusted by the NATIONAL GEODETIC SURVEY
 HN0685.in June 1991.
 HN0685
 HN0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0685.GEOID18 height accuracy estimate available here.
 HN0685
 HN0685.Click photographs - Photos may exist for this station.
 HN0685
 HN0685.The dynamic height is computed by dividing the NAVD 88
 HN0685.geopotential number by the normal gravity value computed on the
 HN0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0685.degrees latitude (g = 980.6199 gals.).
 HN0685
 HN0685.The modeled gravity was interpolated from observed gravity values.
 HN0685
 HN0685;                    North         East    Units  Estimated Accuracy
 HN0685;SPC UT S     - 3,040,380.      621,164.      MT  (+/- 10 meters HH2 GPS)
 HN0685
 HN0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF7664097721(NAD 83)
 HN0685
 HN0685                          SUPERSEDED SURVEY CONTROL
 HN0685
 HN0685.No superseded survey control is available for this station.
 HN0685
 HN0685_MARKER: I = METAL ROD
 HN0685_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HN0685_STAMPING: D 374 1983
 HN0685_MARK LOGO: NGS
 HN0685_PROJECTION: FLUSH
 HN0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0685_ROD/PIPE-DEPTH: 3.7 meters
 HN0685
 HN0685  HISTORY     - Date     Condition        Report By
 HN0685  HISTORY     - 1983     MONUMENTED       NGS
 HN0685
 HN0685                          STATION DESCRIPTION
 HN0685
 HN0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HN0685'29.9 KM (18.55 MI) SW FROM MEXICAN HAT.
 HN0685'29.9 KM (18.55 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HN0685'OFFICE IN MEXICAN HAT, 0.3 KM (0.2 MI) SOUTHWEST OF MILEPOST 3, AT THE
 HN0685'NORTHEAST END OF A HIGHWAY CURVE, 0.5 KM (0.3 MI) NORTHEAST OF THE
 HN0685'CENTER OF A SCENIC TURNOUT, 23.0 METERS (75.5 FT) SOUTHEAST OF THE
 HN0685'CENTERLINE OF THE HIGHWAY, AND 1.4 METERS (4.6 FT) NORTHEAST OF A
 HN0685'2-INCH PIPE (A STATE HIGHWAY RIGHT OF WAY MARKER).  NOTE=ACCESS TO THE
 HN0685'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HN0685'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 HN0685'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0504 ***********************************************************************
 HO0504  DESIGNATION -  D 375
 HO0504  PID         -  HO0504
 HO0504  STATE/COUNTY-  UT/WASHINGTON
 HO0504  COUNTRY     -  US
 HO0504  USGS QUAD   -  PINTURA (2017)
 HO0504
 HO0504                         *CURRENT SURVEY CONTROL
 HO0504  ______________________________________________________________________
 HO0504* NAD 83(1986) POSITION- 37 17 40.14   (N) 113 17 55.26   (W)   HD_HELD1
 HO0504* NAVD 88 ORTHO HEIGHT -  1180.836 (meters)     3874.13  (feet) ADJUSTED
 HO0504  ______________________________________________________________________
 HO0504  GEOID HEIGHT    -        -23.175 (meters)                     GEOID18
 HO0504  DYNAMIC HEIGHT  -       1179.563 (meters)     3869.95  (feet) COMP
 HO0504  MODELED GRAVITY -    979,513.0   (mgal)                       NAVD 88
 HO0504  OBS GRAVITY     -    979,514.0   (mgal)                       GRAV_OBS
 HO0504
 HO0504  VERT ORDER      -  FIRST     CLASS II
 HO0504
 HO0504.The horizontal coordinates were determined by differentially corrected
 HO0504.hand held GPS observations or other comparable positioning techniques
 HO0504.and have an estimated accuracy of +/- 3 meters.
 HO0504
 HO0504.The orthometric height was determined by differential leveling and
 HO0504.adjusted by the NATIONAL GEODETIC SURVEY
 HO0504.in June 1991.
 HO0504
 HO0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0504.GEOID18 height accuracy estimate available here.
 HO0504
 HO0504.Click photographs - Photos may exist for this station.
 HO0504
 HO0504.The dynamic height is computed by dividing the NAVD 88
 HO0504.geopotential number by the normal gravity value computed on the
 HO0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0504.degrees latitude (g = 980.6199 gals.).
 HO0504
 HO0504.The modeled gravity was interpolated from observed gravity values.
 HO0504
 HO0504.The observed gravity was obtained from relative gravimeter ties
 HO0504.to the IGSN71 gravity network.
 HO0504
 HO0504;                    North         East    Units  Estimated Accuracy
 HO0504;SPC UT S     - 3,071,210.8     340,527.6     MT  (+/- 3 meters HH1 GPS) 
 HO0504
 HO0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG9624830018(NAD 83)
 HO0504
 HO0504                          SUPERSEDED SURVEY CONTROL
 HO0504
 HO0504.No superseded survey control is available for this station.
 HO0504
 HO0504_MARKER: DV = VERTICAL CONTROL DISK
 HO0504_SETTING: 66 = SET IN ROCK OUTCROP
 HO0504_STAMPING: D 375 1984
 HO0504_MARK LOGO: NGS
 HO0504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0504+STABILITY: POSITION/ELEVATION WELL
 HO0504
 HO0504  HISTORY     - Date     Condition        Report By
 HO0504  HISTORY     - 1984     MONUMENTED       NGS
 HO0504
 HO0504                          STATION DESCRIPTION
 HO0504
 HO0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0504'6.3 KM (3.9 MI) NORTH FROM TOQUERVILLE.
 HO0504'4.83 KM (3.0 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 HO0504'TOQUERVILLE, THENCE 1.45 KM (0.90 MI) NORTHEAST ALONG OLD US HIGHWAY
 HO0504'91, IN TOP OF THE NORTHWEST EDGE OF A 13 BY 22 FOOT PORTION OF OUTCROP
 HO0504'PROJECTING 2 FEET ABOVE THE SURFACE OF THE GROUND, 0.08 KM (0.05 MI)
 HO0504'NORTH OF A SMALL BRIDGE, 11.5 METERS (38 FT) WEST OF THE CENTER OF THE
 HO0504'ROAD, 38.1 METERS (125 FT) SOUTH-SOUTHWEST OF THE NORTHWEST POLE FOR A
 HO0504'POWER LINE CROSSING THE ROAD, 13.8 METERS (45 FT) EAST OF THE RIGHT OF
 HO0504'WAY FENCE AND 59.4 METERS (195 FT) EAST OF THE NORTH BOUND HIGHWAY
 HO0504'CENTERLINE FOR INTERSTATE 15.
 HO0504'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 HO0504'THE MARK IS 0.4 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0475 ***********************************************************************
 HO0475  DESIGNATION -  D 376
 HO0475  PID         -  HO0475
 HO0475  STATE/COUNTY-  UT/IRON
 HO0475  COUNTRY     -  US
 HO0475  USGS QUAD   -  CEDAR CITY (2017)
 HO0475
 HO0475                         *CURRENT SURVEY CONTROL
 HO0475  ______________________________________________________________________
 HO0475* NAD 83(1986) POSITION- 37 39 13.78   (N) 113 04 45.50   (W)   HD_HELD1
 HO0475* NAVD 88 ORTHO HEIGHT -  1829.547 (meters)     6002.44  (feet) ADJUSTED
 HO0475  ______________________________________________________________________
 HO0475  GEOID HEIGHT    -        -21.394 (meters)                     GEOID18
 HO0475  DYNAMIC HEIGHT  -       1827.410 (meters)     5995.43  (feet) COMP
 HO0475  MODELED GRAVITY -    979,396.7   (mgal)                       NAVD 88
 HO0475  OBS GRAVITY     -    979,400.2   (mgal)                       GRAV_OBS
 HO0475
 HO0475  VERT ORDER      -  FIRST     CLASS II
 HO0475
 HO0475.The horizontal coordinates were determined by differentially corrected
 HO0475.hand held GPS observations or other comparable positioning techniques
 HO0475.and have an estimated accuracy of +/- 3 meters.
 HO0475
 HO0475.The orthometric height was determined by differential leveling and
 HO0475.adjusted by the NATIONAL GEODETIC SURVEY
 HO0475.in June 1991.
 HO0475
 HO0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0475.GEOID18 height accuracy estimate available here.
 HO0475
 HO0475.Click photographs - Photos may exist for this station.
 HO0475
 HO0475.The dynamic height is computed by dividing the NAVD 88
 HO0475.geopotential number by the normal gravity value computed on the
 HO0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0475.degrees latitude (g = 980.6199 gals.).
 HO0475
 HO0475.The modeled gravity was interpolated from observed gravity values.
 HO0475
 HO0475.The observed gravity was obtained from relative gravimeter ties
 HO0475.to the IGSN71 gravity network.
 HO0475
 HO0475;                    North         East    Units  Estimated Accuracy
 HO0475;SPC UT S     - 3,110,735.0     360,649.2     MT  (+/- 3 meters HH1 GPS) 
 HO0475
 HO0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG1657769441(NAD 83)
 HO0475
 HO0475                          SUPERSEDED SURVEY CONTROL
 HO0475
 HO0475.No superseded survey control is available for this station.
 HO0475
 HO0475_MARKER: I = METAL ROD
 HO0475_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0475_STAMPING: D 376 1984
 HO0475_MARK LOGO: NGS
 HO0475_PROJECTION: FLUSH
 HO0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0475_ROD/PIPE-DEPTH: 5.5 meters
 HO0475
 HO0475  HISTORY     - Date     Condition        Report By
 HO0475  HISTORY     - 1984     MONUMENTED       NGS
 HO0475
 HO0475                          STATION DESCRIPTION
 HO0475
 HO0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0475'3.2 KM (2.0 MI) SOUTH FROM CEDAR CITY.
 HO0475'3.28 KM (2.04 MI) SOUTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 HO0475'AT CEDAR CITY, IN THE EAST CORNER OF THE INTERSECTION OF OLD US
 HO0475'HIGHWAY 91, 0.12 KM (0.08 MI) SOUTHWEST OF A POWER LINE CROSSING,
 HO0475'32.0 METERS (105 FT) SOUTHEAST ACROSS A PAVED ROAD FROM THE SOUTH
 HO0475'BOUND HIGHWAY CENTERLINE OF STATE HIGHWAY 130, 20.9 METERS (68.5 FT)
 HO0475'NORTHEAST OF THE CENTER OF THE OLD HIGHWAY, 12.8 METERS (42 FT)
 HO0475'SOUTHEAST OF THE CENTER OF THE PAVED ROAD, 8.4 METERS (27.5 FT)
 HO0475'SOUTHWEST OF THE CENTER OF A TRACK ROAD, 3.2 METERS (10.5 FT)
 HO0475'NORTHEAST OF A FENCE AND 1.0 METER (3.3 FT) EAST OF A POWER POLE WITH
 HO0475'ONE GUY WIRE.
 HO0475'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 HO0475'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0457 ***********************************************************************
 JO0457  DESIGNATION -  D 377 B CO
 JO0457  PID         -  JO0457
 JO0457  STATE/COUNTY-  UT/BEAVER
 JO0457  COUNTRY     -  US
 JO0457  USGS QUAD   -  MILFORD NW (2017)
 JO0457
 JO0457                         *CURRENT SURVEY CONTROL
 JO0457  ______________________________________________________________________
 JO0457* NAD 83(1986) POSITION- 38 27 43.     (N) 113 14 49.     (W)   SCALED
 JO0457* NAVD 88 ORTHO HEIGHT -  1965.674 (meters)     6449.05  (feet) ADJUSTED
 JO0457  ______________________________________________________________________
 JO0457  GEOID HEIGHT    -        -20.807 (meters)                     GEOID18
 JO0457  DYNAMIC HEIGHT  -       1963.508 (meters)     6441.94  (feet) COMP
 JO0457  MODELED GRAVITY -    979,456.0   (mgal)                       NAVD 88
 JO0457
 JO0457  VERT ORDER      -  FIRST     CLASS II
 JO0457
 JO0457.The horizontal coordinates were scaled from a map and have
 JO0457.an estimated accuracy of +/- 6 seconds.
 JO0457
 JO0457.The orthometric height was determined by differential leveling and
 JO0457.adjusted by the NATIONAL GEODETIC SURVEY
 JO0457.in June 1991.
 JO0457
 JO0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0457.GEOID18 height accuracy estimate available here.
 JO0457
 JO0457.Click photographs - Photos may exist for this station.
 JO0457
 JO0457.The dynamic height is computed by dividing the NAVD 88
 JO0457.geopotential number by the normal gravity value computed on the
 JO0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0457.degrees latitude (g = 980.6199 gals.).
 JO0457
 JO0457.The modeled gravity was interpolated from observed gravity values.
 JO0457
 JO0457;                    North         East    Units  Estimated Accuracy
 JO0457;SPC UT S     - 3,200,680.      347,540.      MT  (+/- 180 meters Scaled)
 JO0457
 JO0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH039594(NAD 83)
 JO0457
 JO0457                          SUPERSEDED SURVEY CONTROL
 JO0457
 JO0457.No superseded survey control is available for this station.
 JO0457
 JO0457_MARKER: I = METAL ROD
 JO0457_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0457_STAMPING: D 377 1984
 JO0457_MARK LOGO: NGS
 JO0457_PROJECTION: FLUSH
 JO0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0457+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2010
 JO0457_ROD/PIPE-DEPTH: 3.3 meters
 JO0457
 JO0457  HISTORY     - Date     Condition        Report By
 JO0457  HISTORY     - 1984     MONUMENTED       NGS
 JO0457  HISTORY     - 20101030 GOOD             GEOCAC
 JO0457
 JO0457                          STATION DESCRIPTION
 JO0457
 JO0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0457'22.1 KM (13.7 MI) NW FROM MILFORD.
 JO0457'22.09 KM (13.73 MI) NORTHWEST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION
 JO0457'WITH STATE HIGHWAY 257 AT MILFORD, 0.44 KM (0.27 MI) EAST OF MILEPOST
 JO0457'63, 15.2 METERS (50 FT) NORTH OF THE HIGHWAY CENTERLINE AND 0.9 METER
 JO0457'(3 FT) EAST OF A TELEPHONE POLE WITH ONE GUY WIRE.
 JO0457'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 JO0457'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JO0457
 JO0457                          STATION RECOVERY (2010)
 JO0457
 JO0457'RECOVERY NOTE BY GEOCACHING 2010 (EH)
 JO0457'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0613 ***********************************************************************
 MS0613  DESIGNATION -  D 377 BE CO
 MS0613  PID         -  MS0613
 MS0613  STATE/COUNTY-  UT/BOX ELDER
 MS0613  COUNTRY     -  US
 MS0613  USGS QUAD   -  CROCODILE MOUNTAIN NE (2017)
 MS0613
 MS0613                         *CURRENT SURVEY CONTROL
 MS0613  ______________________________________________________________________
 MS0613* NAD 83(1986) POSITION- 41 44 53.     (N) 113 05 09.     (W)   SCALED
 MS0613* NAVD 88 ORTHO HEIGHT -  1286.498 (meters)     4220.79  (feet) ADJUSTED
 MS0613  ______________________________________________________________________
 MS0613  GEOID HEIGHT    -        -15.626 (meters)                     GEOID18
 MS0613  DYNAMIC HEIGHT  -       1285.651 (meters)     4218.01  (feet) COMP
 MS0613  MODELED GRAVITY -    979,919.2   (mgal)                       NAVD 88
 MS0613
 MS0613  VERT ORDER      -  FIRST     CLASS II
 MS0613
 MS0613.The horizontal coordinates were scaled from a map and have
 MS0613.an estimated accuracy of +/- 6 seconds.
 MS0613
 MS0613.The orthometric height was determined by differential leveling and
 MS0613.adjusted by the NATIONAL GEODETIC SURVEY
 MS0613.in June 1991.
 MS0613
 MS0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0613.GEOID18 height accuracy estimate available here.
 MS0613
 MS0613.Click photographs - Photos may exist for this station.
 MS0613
 MS0613.The dynamic height is computed by dividing the NAVD 88
 MS0613.geopotential number by the normal gravity value computed on the
 MS0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0613.degrees latitude (g = 980.6199 gals.).
 MS0613
 MS0613.The modeled gravity was interpolated from observed gravity values.
 MS0613
 MS0613;                    North         East    Units  Estimated Accuracy
 MS0613;SPC UT N     - 1,158,310.      368,100.      MT  (+/- 180 meters Scaled)
 MS0613
 MS0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM265239(NAD 83)
 MS0613
 MS0613                          SUPERSEDED SURVEY CONTROL
 MS0613
 MS0613.No superseded survey control is available for this station.
 MS0613
 MS0613_MARKER: I = METAL ROD
 MS0613_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0613_STAMPING: D 377 1984
 MS0613_MARK LOGO: NGS
 MS0613_PROJECTION: FLUSH
 MS0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0613_ROD/PIPE-DEPTH: 9.7 meters
 MS0613
 MS0613  HISTORY     - Date     Condition        Report By
 MS0613  HISTORY     - 1984     MONUMENTED       NGS
 MS0613
 MS0613                          STATION DESCRIPTION
 MS0613
 MS0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0613'27.4 KM (17.0 MI) SE FROM PARK VALLEY.
 MS0613'14.83 KM (9.22 MI) EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE IN
 MS0613'PARK VALLEY, THENCE 10.94 KM (6.80 MI) SOUTH ALONG A DIRT ROAD, THENCE
 MS0613'1.64 KM (1.02 MI) EAST ALONG THE OLD CENTRAL PACIFIC RAILROAD GRADE,
 MS0613'0.46 KM (0.28 MI) EAST OF THE CROSSING OF INDIAN CREEK, 22.6 METERS
 MS0613'(74 FT) NORTH OF THE CENTER OF THE OLD RAILROAD BED AND 8.5 METERS
 MS0613'(28 FT) NORTH OF THE CENTER OF A TRACK ROAD.
 MS0613'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 MS0613'THE MARK IS 1.0 M BELOW THE RAILROAD BED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0637 ***********************************************************************
 MS0637  DESIGNATION -  D 378 BE CO
 MS0637  PID         -  MS0637
 MS0637  STATE/COUNTY-  UT/BOX ELDER
 MS0637  COUNTRY     -  US
 MS0637  USGS QUAD   -  ROSETTE (2017)
 MS0637
 MS0637                         *CURRENT SURVEY CONTROL
 MS0637  ______________________________________________________________________
 MS0637* NAD 83(1986) POSITION- 41 49 14.     (N) 113 25 39.     (W)   SCALED
 MS0637* NAVD 88 ORTHO HEIGHT -  1743.566 (meters)     5720.35  (feet) ADJUSTED
 MS0637  ______________________________________________________________________
 MS0637  GEOID HEIGHT    -        -14.946 (meters)                     GEOID18
 MS0637  DYNAMIC HEIGHT  -       1742.270 (meters)     5716.10  (feet) COMP
 MS0637  MODELED GRAVITY -    979,817.5   (mgal)                       NAVD 88
 MS0637
 MS0637  VERT ORDER      -  FIRST     CLASS II
 MS0637
 MS0637.The horizontal coordinates were scaled from a map and have
 MS0637.an estimated accuracy of +/- 6 seconds.
 MS0637
 MS0637.The orthometric height was determined by differential leveling and
 MS0637.adjusted by the NATIONAL GEODETIC SURVEY
 MS0637.in June 1991.
 MS0637
 MS0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0637.GEOID18 height accuracy estimate available here.
 MS0637
 MS0637.Click photographs - Photos may exist for this station.
 MS0637
 MS0637.The dynamic height is computed by dividing the NAVD 88
 MS0637.geopotential number by the normal gravity value computed on the
 MS0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0637.degrees latitude (g = 980.6199 gals.).
 MS0637
 MS0637.The modeled gravity was interpolated from observed gravity values.
 MS0637
 MS0637;                    North         East    Units  Estimated Accuracy
 MS0637;SPC UT N     - 1,166,940.      339,870.      MT  (+/- 180 meters Scaled)
 MS0637
 MS0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM983327(NAD 83)
 MS0637
 MS0637                          SUPERSEDED SURVEY CONTROL
 MS0637
 MS0637.No superseded survey control is available for this station.
 MS0637
 MS0637_MARKER: I = METAL ROD
 MS0637_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MS0637_STAMPING: D 378 1984
 MS0637_MARK LOGO: NGS
 MS0637_PROJECTION: FLUSH
 MS0637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0637+STABILITY: POSITION/ELEVATION WELL
 MS0637_ROD/PIPE-DEPTH: 11.3 meters
 MS0637_SLEEVE-DEPTH  : 9.1 meters
 MS0637
 MS0637  HISTORY     - Date     Condition        Report By
 MS0637  HISTORY     - 1984     MONUMENTED       NGS
 MS0637
 MS0637                          STATION DESCRIPTION
 MS0637
 MS0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0637'9.2 KM (5.7 MI) WEST FROM PARK VALLEY.
 MS0637'9.16 KM (5.69 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MS0637'PARK VALLEY, IN THE NORTH CORNER OF THE T JUNCTION OF A DIRT ROAD
 MS0637'LEADING NORTHWEST TO THE PALMER RANCH, AT THE WEST EDGE OF THE ROSETTE
 MS0637'CITY LIMITS, 0.12 KM (0.08 MI) EAST OF MILEPOST 50, 19.8 METERS
 MS0637'(65 FT) NORTH OF THE HIGHWAY CENTERLINE, 14.7 METERS (48 FT) EAST OF
 MS0637'THE EAST END OF A CATTLE GUARD, 12.8 METERS (42 FT) WEST OF A FENCE T
 MS0637'JUNCTION AND 1.5 METERS (5 FT) SOUTH OF A FENCE.
 MS0637'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 MS0637'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0423 ***********************************************************************
 JO0423  DESIGNATION -  D 378 M CO
 JO0423  PID         -  JO0423
 JO0423  STATE/COUNTY-  UT/MILLARD
 JO0423  COUNTRY     -  US
 JO0423  USGS QUAD   -  HALFWAY SUMMIT (2017)
 JO0423
 JO0423                         *CURRENT SURVEY CONTROL
 JO0423  ______________________________________________________________________
 JO0423* NAD 83(1986) POSITION- 38 35 32.     (N) 113 49 15.     (W)   SCALED
 JO0423* NAVD 88 ORTHO HEIGHT -  1761.579 (meters)     5779.45  (feet) ADJUSTED
 JO0423  ______________________________________________________________________
 JO0423  GEOID HEIGHT    -        -21.062 (meters)                     GEOID18
 JO0423  DYNAMIC HEIGHT  -       1759.679 (meters)     5773.21  (feet) COMP
 JO0423  MODELED GRAVITY -    979,487.2   (mgal)                       NAVD 88
 JO0423
 JO0423  VERT ORDER      -  FIRST     CLASS II
 JO0423
 JO0423.The horizontal coordinates were scaled from a map and have
 JO0423.an estimated accuracy of +/- 6 seconds.
 JO0423
 JO0423.The orthometric height was determined by differential leveling and
 JO0423.adjusted by the NATIONAL GEODETIC SURVEY
 JO0423.in June 1991.
 JO0423
 JO0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0423.GEOID18 height accuracy estimate available here.
 JO0423
 JO0423.Click photographs - Photos may exist for this station.
 JO0423
 JO0423.The dynamic height is computed by dividing the NAVD 88
 JO0423.geopotential number by the normal gravity value computed on the
 JO0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0423.degrees latitude (g = 980.6199 gals.).
 JO0423
 JO0423.The modeled gravity was interpolated from observed gravity values.
 JO0423
 JO0423;                    North         East    Units  Estimated Accuracy
 JO0423;SPC UT C     - 2,031,370.      297,800.      MT  (+/- 180 meters Scaled)
 JO0423
 JO0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH543753(NAD 83)
 JO0423
 JO0423                          SUPERSEDED SURVEY CONTROL
 JO0423
 JO0423.No superseded survey control is available for this station.
 JO0423
 JO0423_MARKER: I = METAL ROD
 JO0423_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0423_STAMPING: D 378 1984
 JO0423_MARK LOGO: NGS
 JO0423_PROJECTION: FLUSH
 JO0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0423_ROD/PIPE-DEPTH: 6.2 meters
 JO0423
 JO0423  HISTORY     - Date     Condition        Report By
 JO0423  HISTORY     - 1984     MONUMENTED       NGS
 JO0423
 JO0423                          STATION DESCRIPTION
 JO0423
 JO0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0423'43.8 KM (27.3 MI) SE FROM GARRISON.
 JO0423'43.8 KM (27.35 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0423'OFFICE AT GARRISON, 0.35 KM (0.2 MI) SOUTHEAST OF MILEPOST 28,
 JO0423'19.3 METERS (63.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 69.9 METERS
 JO0423'(229.5 FT) SOUTHEAST OF THE EAST END OF A 36-INCH CORRUGATED METAL
 JO0423'PIPE CULVERT, 36.6 METERS (120 FT) NORTHWEST OF THE NORTHEAST END OF A
 JO0423'24-INCH CORRUGATED METAL PIPE CULVERT AND 0.5 METER (1.5 FT) SOUTHWEST
 JO0423'OF THE RIGHT OF WAY FENCE.
 JO0423'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 JO0423'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0468 ***********************************************************************
 LN0468  DESIGNATION -  D 379
 LN0468  PID         -  LN0468
 LN0468  STATE/COUNTY-  UT/DAGGETT
 LN0468  COUNTRY     -  US
 LN0468  USGS QUAD   -  MOUNT LENA (2017)
 LN0468
 LN0468                         *CURRENT SURVEY CONTROL
 LN0468  ______________________________________________________________________
 LN0468* NAD 83(1986) POSITION- 40 47 22.     (N) 109 28 13.     (W)   SCALED
 LN0468* NAVD 88 ORTHO HEIGHT -  2488.892 (meters)     8165.64  (feet) ADJUSTED
 LN0468  ______________________________________________________________________
 LN0468  GEOID HEIGHT    -        -13.785 (meters)                     GEOID18
 LN0468  DYNAMIC HEIGHT  -       2486.435 (meters)     8157.58  (feet) COMP
 LN0468  MODELED GRAVITY -    979,546.5   (mgal)                       NAVD 88
 LN0468
 LN0468  VERT ORDER      -  FIRST     CLASS II
 LN0468
 LN0468.The horizontal coordinates were scaled from a map and have
 LN0468.an estimated accuracy of +/- 6 seconds.
 LN0468
 LN0468.The orthometric height was determined by differential leveling and
 LN0468.adjusted by the NATIONAL GEODETIC SURVEY
 LN0468.in June 1991.
 LN0468
 LN0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0468.GEOID18 height accuracy estimate available here.
 LN0468
 LN0468.Click photographs - Photos may exist for this station.
 LN0468
 LN0468.The dynamic height is computed by dividing the NAVD 88
 LN0468.geopotential number by the normal gravity value computed on the
 LN0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0468.degrees latitude (g = 980.6199 gals.).
 LN0468
 LN0468.The modeled gravity was interpolated from observed gravity values.
 LN0468
 LN0468;                    North         East    Units  Estimated Accuracy
 LN0468;SPC UT N     - 1,052,650.      671,300.      MT  (+/- 180 meters Scaled)
 LN0468
 LN0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL290165(NAD 83)
 LN0468
 LN0468                          SUPERSEDED SURVEY CONTROL
 LN0468
 LN0468.No superseded survey control is available for this station.
 LN0468
 LN0468_MARKER: DV = VERTICAL CONTROL DISK
 LN0468_SETTING: 66 = SET IN ROCK OUTCROP
 LN0468_STAMPING: D 379 1984
 LN0468_MARK LOGO: NGS
 LN0468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0468+STABILITY: POSITION/ELEVATION WELL
 LN0468
 LN0468  HISTORY     - Date     Condition        Report By
 LN0468  HISTORY     - 1984     MONUMENTED       NGS
 LN0468
 LN0468                          STATION DESCRIPTION
 LN0468
 LN0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0468'46.0 KM (28.55 MI) NORT FROM VERNAL.
 LN0468'46.0 KM (28.55 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0468'WITH U.S. HIGHWAY 40 IN VERNAL, SET IN THE CENTER OF A 1 BY 4 FOOT
 LN0468'EXPOSED AREA OF OUTCROPPING BEDROCK, IN A HIGHWAY CUT, 0.6 KM
 LN0468'(0.35 MI) SOUTH OF MILEPOST 230, 40.9 M (134.2 FT) NORTH OF THE CENTER
 LN0468'OF A DIRT ROAD LEADING NORTHWEST TO EAST PARK TRAIL, AND 12.3 M
 LN0468'(40.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 LN0468'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LN0468'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0459 ***********************************************************************
 HM0459  DESIGNATION -  D 379
 HM0459  PID         -  HM0459
 HM0459  STATE/COUNTY-  UT/SAN JUAN
 HM0459  COUNTRY     -  US
 HM0459  USGS QUAD   -  NAVAJO CANYON (2017)
 HM0459
 HM0459                         *CURRENT SURVEY CONTROL
 HM0459  ______________________________________________________________________
 HM0459* NAD 83(1986) POSITION- 37 19 28.     (N) 109 08 27.     (W)   SCALED
 HM0459* NAVD 88 ORTHO HEIGHT -  1613.669 (meters)     5294.18  (feet) ADJUSTED
 HM0459  ______________________________________________________________________
 HM0459  GEOID HEIGHT    -        -20.572 (meters)                     GEOID18
 HM0459  DYNAMIC HEIGHT  -       1611.809 (meters)     5288.08  (feet) COMP
 HM0459  MODELED GRAVITY -    979,421.6   (mgal)                       NAVD 88
 HM0459
 HM0459  VERT ORDER      -  FIRST     CLASS II
 HM0459
 HM0459.The horizontal coordinates were scaled from a map and have
 HM0459.an estimated accuracy of +/- 6 seconds.
 HM0459
 HM0459.The orthometric height was determined by differential leveling and
 HM0459.adjusted by the NATIONAL GEODETIC SURVEY
 HM0459.in June 1991.
 HM0459
 HM0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0459.GEOID18 height accuracy estimate available here.
 HM0459
 HM0459.Click photographs - Photos may exist for this station.
 HM0459
 HM0459.The dynamic height is computed by dividing the NAVD 88
 HM0459.geopotential number by the normal gravity value computed on the
 HM0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0459.degrees latitude (g = 980.6199 gals.).
 HM0459
 HM0459.The modeled gravity was interpolated from observed gravity values.
 HM0459
 HM0459;                    North         East    Units  Estimated Accuracy
 HM0459;SPC UT S     - 3,075,640.      709,070.      MT  (+/- 180 meters Scaled)
 HM0459
 HM0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG647324(NAD 83)
 HM0459
 HM0459                          SUPERSEDED SURVEY CONTROL
 HM0459
 HM0459.No superseded survey control is available for this station.
 HM0459
 HM0459_MARKER: DV = VERTICAL CONTROL DISK
 HM0459_SETTING: 66 = SET IN ROCK OUTCROP
 HM0459_STAMPING: D 379 1984
 HM0459_MARK LOGO: NGS
 HM0459_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0459+STABILITY: POSITION/ELEVATION WELL
 HM0459
 HM0459  HISTORY     - Date     Condition        Report By
 HM0459  HISTORY     - 1984     MONUMENTED       NGS
 HM0459
 HM0459                          STATION DESCRIPTION
 HM0459
 HM0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0459'57.0 KM (35.4 MI) NE FROM BLUFF.
 HM0459'18.2 KM (11.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0459'OFFICE IN BLUFF, THENCE 13.5 KM (8.4 MI) EASTERLY ALONG STATE HIGHWAY
 HM0459'262, THENCE 10.8 KM (6.7 MI) SOUTHEASTERLY ALONG A PAVED ROAD, THENCE
 HM0459'14.5 KM (9.0 MI) SOUTH AND EAST ALONG A GRAVELED ROAD, NEAR THE CENTER
 HM0459'OF A 25- BY 240-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.1 KM
 HM0459'(0.05 MI) EAST OF A GRAVELED ROAD LEADING SOUTHWEST TO A PINK HOUSE
 HM0459'AND A HOGAN, 33.5 METERS (109.9 FT) WEST OF THE EAST END OF THE
 HM0459'OUTCROP, 32.7 METERS (107.3 FT) SOUTH OF THE CENTER OF THE ROAD, AND
 HM0459'3.8 METERS (12.5 FT) NORTH OF THE EDGE OF THE OUTCROP.
 HM0459'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 HM0459'THE MARK IS 1.5 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0099 ***********************************************************************
 JO0099  DESIGNATION -  D 38
 JO0099  PID         -  JO0099
 JO0099  STATE/COUNTY-  UT/GARFIELD
 JO0099  COUNTRY     -  US
 JO0099  USGS QUAD   -  CIRCLEVILLE (2017)
 JO0099
 JO0099                         *CURRENT SURVEY CONTROL
 JO0099  ______________________________________________________________________
 JO0099* NAD 83(1986) POSITION- 38 07 52.     (N) 112 18 59.     (W)   SCALED
 JO0099* NAVD 88 ORTHO HEIGHT -  1882.270 (meters)     6175.41  (feet) ADJUSTED
 JO0099  ______________________________________________________________________
 JO0099  GEOID HEIGHT    -        -19.416 (meters)                     GEOID18
 JO0099  DYNAMIC HEIGHT  -       1880.079 (meters)     6168.23  (feet) COMP
 JO0099  MODELED GRAVITY -    979,398.4   (mgal)                       NAVD 88
 JO0099
 JO0099  VERT ORDER      -  SECOND    CLASS 0
 JO0099
 JO0099.The horizontal coordinates were scaled from a map and have
 JO0099.an estimated accuracy of +/- 6 seconds.
 JO0099
 JO0099.The orthometric height was determined by differential leveling and
 JO0099.adjusted by the NATIONAL GEODETIC SURVEY
 JO0099.in June 1991.
 JO0099
 JO0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0099.GEOID18 height accuracy estimate available here.
 JO0099
 JO0099.Click photographs - Photos may exist for this station.
 JO0099
 JO0099.The dynamic height is computed by dividing the NAVD 88
 JO0099.geopotential number by the normal gravity value computed on the
 JO0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0099.degrees latitude (g = 980.6199 gals.).
 JO0099
 JO0099.The modeled gravity was interpolated from observed gravity values.
 JO0099
 JO0099;                    North         East    Units  Estimated Accuracy
 JO0099;SPC UT S     - 3,162,840.      428,430.      MT  (+/- 180 meters Scaled)
 JO0099
 JO0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH846211(NAD 83)
 JO0099
 JO0099                          SUPERSEDED SURVEY CONTROL
 JO0099
 JO0099  NGVD 29 (??/??/92) 1881.038  (m)         6171.37   (f) ADJ UNCH    2 0
 JO0099
 JO0099.Superseded values are not recommended for survey control.
 JO0099
 JO0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0099.See file dsdata.pdf to determine how the superseded data were derived.
 JO0099
 JO0099_MARKER: DB = BENCH MARK DISK
 JO0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0099_STAMPING: D 38 1934
 JO0099_MARK LOGO: CGS
 JO0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0099+STABILITY: SURFACE MOTION
 JO0099
 JO0099  HISTORY     - Date     Condition        Report By
 JO0099  HISTORY     - 1934     MONUMENTED       CGS
 JO0099  HISTORY     - 1966     MARK NOT FOUND   USGS
 JO0099
 JO0099                          STATION DESCRIPTION
 JO0099
 JO0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0099'11.0 MI S FROM JUNCTION.
 JO0099'IN GARFIELD COUNTY, ABOUT 11.0 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM
 JO0099'THE COURTHOUSE AT JUNCTION, PIUTE COUNTY, ABOUT 60 FEET SOUTHEAST OF A
 JO0099'LARGE ROCK BLUFF AT THE NORTH EDGE OF THE HIGHWAY, 68 FEET SOUTH OF AN
 JO0099'S-CURVE, 46 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4
 JO0099'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 38 1934 AND
 JO0099'SET IN THE TOP OF A CONCRETE POST.
 JO0099
 JO0099                          STATION RECOVERY (1966)
 JO0099
 JO0099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JO0099'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0588 ***********************************************************************
 MS0588  DESIGNATION -  D 380
 MS0588  PID         -  MS0588
 MS0588  STATE/COUNTY-  UT/BOX ELDER
 MS0588  COUNTRY     -  US
 MS0588  USGS QUAD   -  SUNSET PASS (2017)
 MS0588
 MS0588                         *CURRENT SURVEY CONTROL
 MS0588  ______________________________________________________________________
 MS0588* NAD 83(1986) POSITION- 41 38 21.     (N) 112 34 54.     (W)   SCALED
 MS0588* NAVD 88 ORTHO HEIGHT -  1610.814 (meters)     5284.81  (feet) ADJUSTED
 MS0588  ______________________________________________________________________
 MS0588  GEOID HEIGHT    -        -15.656 (meters)                     GEOID18
 MS0588  DYNAMIC HEIGHT  -       1609.657 (meters)     5281.02  (feet) COMP
 MS0588  MODELED GRAVITY -    979,847.3   (mgal)                       NAVD 88
 MS0588
 MS0588  VERT ORDER      -  FIRST     CLASS II
 MS0588
 MS0588.The horizontal coordinates were scaled from a map and have
 MS0588.an estimated accuracy of +/- 6 seconds.
 MS0588
 MS0588.The orthometric height was determined by differential leveling and
 MS0588.adjusted by the NATIONAL GEODETIC SURVEY
 MS0588.in June 1991.
 MS0588
 MS0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0588.GEOID18 height accuracy estimate available here.
 MS0588
 MS0588.Click photographs - Photos may exist for this station.
 MS0588
 MS0588.The dynamic height is computed by dividing the NAVD 88
 MS0588.geopotential number by the normal gravity value computed on the
 MS0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0588.degrees latitude (g = 980.6199 gals.).
 MS0588
 MS0588.The modeled gravity was interpolated from observed gravity values.
 MS0588
 MS0588;                    North         East    Units  Estimated Accuracy
 MS0588;SPC UT N     - 1,145,580.      409,880.      MT  (+/- 180 meters Scaled)
 MS0588
 MS0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM682109(NAD 83)
 MS0588
 MS0588                          SUPERSEDED SURVEY CONTROL
 MS0588
 MS0588.No superseded survey control is available for this station.
 MS0588
 MS0588_MARKER: I = METAL ROD
 MS0588_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0588_STAMPING: D 380 1984
 MS0588_MARK LOGO: NGS
 MS0588_PROJECTION: FLUSH
 MS0588_MAGNETIC: N = NO MAGNETIC MATERIAL
 MS0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0588_ROD/PIPE-DEPTH: 8.8 meters
 MS0588
 MS0588  HISTORY     - Date     Condition        Report By
 MS0588  HISTORY     - 1984     MONUMENTED       NGS
 MS0588
 MS0588                          STATION DESCRIPTION
 MS0588
 MS0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0588'4.8 KM (3.0 MI) NW FROM PROMONTORY.
 MS0588'1.58 KM (0.98 MI) NORTH ALONG A PAVED ROAD FROM THE GOLDEN SPIKE
 MS0588'MONUMENT IN PROMONTORY, THENCE 3.24 KM (2.01 MI) WEST ALONG A GRAVELED
 MS0588'ROAD, ON A SMALL GRASSY AREA AT THE SOUTH EDGE OF A CULTIVATED FIELD,
 MS0588'0.93 KM (0.58 MI) WEST OF THE Y JUNCTION OF A DIRT ROAD LEADING TO A
 MS0588'STOCKYARDS, 13.7 METERS (45 FT) NORTH OF THE CENTER OF THE ROAD,
 MS0588'14.0 METERS (46 FT) WEST OF THE WEST POST FOR A WOOD BRACE IN THE
 MS0588'FENCE, 6.9 METERS (22.5 FT) SOUTHEAST OF A GUY WIRE ANCHOR, 4.7 METERS
 MS0588'(15.5 FT) NORTH OF THE FENCE AND 1.5 METERS (5 FT) EAST OF A POWER
 MS0588'POLE WITH A GUY WIRE.
 MS0588'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 MS0588'THE MARK IS 0.3 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0669 ***********************************************************************
 MS0669  DESIGNATION -  D 381
 MS0669  PID         -  MS0669
 MS0669  STATE/COUNTY-  UT/BOX ELDER
 MS0669  COUNTRY     -  US
 MS0669  USGS QUAD   -  LUCIN NE (2017)
 MS0669
 MS0669                         *CURRENT SURVEY CONTROL
 MS0669  ______________________________________________________________________
 MS0669* NAD 83(1986) POSITION- 41 26 05.     (N) 113 45 41.     (W)   SCALED
 MS0669* NAVD 88 ORTHO HEIGHT -  1410.900 (meters)     4628.93  (feet) ADJUSTED
 MS0669  ______________________________________________________________________
 MS0669  GEOID HEIGHT    -        -16.558 (meters)                     GEOID18
 MS0669  DYNAMIC HEIGHT  -       1409.887 (meters)     4625.60  (feet) COMP
 MS0669  MODELED GRAVITY -    979,856.2   (mgal)                       NAVD 88
 MS0669
 MS0669  VERT ORDER      -  FIRST     CLASS II
 MS0669
 MS0669.The horizontal coordinates were scaled from a map and have
 MS0669.an estimated accuracy of +/- 6 seconds.
 MS0669
 MS0669.The orthometric height was determined by differential leveling and
 MS0669.adjusted by the NATIONAL GEODETIC SURVEY
 MS0669.in June 1991.
 MS0669
 MS0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0669.GEOID18 height accuracy estimate available here.
 MS0669
 MS0669.Click photographs - Photos may exist for this station.
 MS0669
 MS0669.The dynamic height is computed by dividing the NAVD 88
 MS0669.geopotential number by the normal gravity value computed on the
 MS0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0669.degrees latitude (g = 980.6199 gals.).
 MS0669
 MS0669.The modeled gravity was interpolated from observed gravity values.
 MS0669
 MS0669;                    North         East    Units  Estimated Accuracy
 MS0669;SPC UT N     - 1,124,770.      311,020.      MT  (+/- 180 meters Scaled)
 MS0669
 MS0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL692906(NAD 83)
 MS0669
 MS0669                          SUPERSEDED SURVEY CONTROL
 MS0669
 MS0669.No superseded survey control is available for this station.
 MS0669
 MS0669_MARKER: I = METAL ROD
 MS0669_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0669+WITH SETTING: INFORMATION.
 MS0669_STAMPING: D 381 1984
 MS0669_MARK LOGO: NGS
 MS0669_PROJECTION: FLUSH
 MS0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0669_ROD/PIPE-DEPTH: 2.7 meters
 MS0669
 MS0669  HISTORY     - Date     Condition        Report By
 MS0669  HISTORY     - 1984     MONUMENTED       NGS
 MS0669
 MS0669                          STATION DESCRIPTION
 MS0669
 MS0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0669'64.7 KM (40.2 MI) SW FROM PARK VALLEY.
 MS0669'64.75 KM (40.24 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0669'AT PARK VALLEY, AT THE T JUNCTION OF ROCKY PASS ROAD, 0.70 KM
 MS0669'(0.44 MI) EAST OF MILEPOST 15, 31.7 METERS (104 FT) SOUTH OF THE
 MS0669'HIGHWAY CENTERLINE, 30.2 METERS (99 FT) SOUTHEAST OF THE EAST END OF A
 MS0669'HEADWALL FOR A 72-INCH CORRUGATED METAL PIPE CULVERT, 7.6 METERS
 MS0669'(25 FT) WEST OF THE EXTENDED CENTER OF ROCKY PASS ROAD AND 4.9 METERS
 MS0669'(16 FT) EAST OF A POWER POLE.
 MS0669'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 MS0669'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0496 ***********************************************************************
 LN0496  DESIGNATION -  D 383
 LN0496  PID         -  LN0496
 LN0496  STATE/COUNTY-  UT/UINTAH
 LN0496  COUNTRY     -  US
 LN0496  USGS QUAD   -  DONKEY FLAT (2017)
 LN0496
 LN0496                         *CURRENT SURVEY CONTROL
 LN0496  ______________________________________________________________________
 LN0496* NAD 83(1986) POSITION- 40 35 30.     (N) 109 28 03.     (W)   SCALED
 LN0496* NAVD 88 ORTHO HEIGHT -  1727.984 (meters)     5669.23  (feet) ADJUSTED
 LN0496  ______________________________________________________________________
 LN0496  GEOID HEIGHT    -        -15.475 (meters)                     GEOID18
 LN0496  DYNAMIC HEIGHT  -       1726.421 (meters)     5664.10  (feet) COMP
 LN0496  MODELED GRAVITY -    979,659.9   (mgal)                       NAVD 88
 LN0496
 LN0496  VERT ORDER      -  FIRST     CLASS II
 LN0496
 LN0496.The horizontal coordinates were scaled from a map and have
 LN0496.an estimated accuracy of +/- 6 seconds.
 LN0496
 LN0496.The orthometric height was determined by differential leveling and
 LN0496.adjusted by the NATIONAL GEODETIC SURVEY
 LN0496.in June 1991.
 LN0496
 LN0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0496.GEOID18 height accuracy estimate available here.
 LN0496
 LN0496.Click photographs - Photos may exist for this station.
 LN0496
 LN0496.The dynamic height is computed by dividing the NAVD 88
 LN0496.geopotential number by the normal gravity value computed on the
 LN0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0496.degrees latitude (g = 980.6199 gals.).
 LN0496
 LN0496.The modeled gravity was interpolated from observed gravity values.
 LN0496
 LN0496;                    North         East    Units  Estimated Accuracy
 LN0496;SPC UT C     - 2,252,680.      672,040.      MT  (+/- 180 meters Scaled)
 LN0496
 LN0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK296945(NAD 83)
 LN0496
 LN0496                          SUPERSEDED SURVEY CONTROL
 LN0496
 LN0496.No superseded survey control is available for this station.
 LN0496
 LN0496_MARKER: I = METAL ROD
 LN0496_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0496_STAMPING: D 383 1984
 LN0496_MARK LOGO: NGS
 LN0496_PROJECTION: FLUSH
 LN0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0496_ROD/PIPE-DEPTH: 5.8 meters
 LN0496
 LN0496  HISTORY     - Date     Condition        Report By
 LN0496  HISTORY     - 1984     MONUMENTED       NGS
 LN0496
 LN0496                          STATION DESCRIPTION
 LN0496
 LN0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0496'17.9 KM (11.1 MI) NORTH FROM VERNAL.
 LN0496'17.9 KM (11.1 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0496'WITH U.S. HIGHWAY 40 IN VERNAL, IN THE EXTENDED CENTER OF THE ENTRANCE
 LN0496'TO THE CHEVRON RESOURCES COMPANY, 0.1 KM (0.05 MI) SOUTH OF MILEPOST
 LN0496'212, 29.8 M (97.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 6.2 M
 LN0496'(20.3 FT) NORTH OF THE CENTER OF A TRACK ROAD AND GATE.  NOTE=ACCESS
 LN0496'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LN0496'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LN0496'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0420 ***********************************************************************
 LN0420  DESIGNATION -  D 385
 LN0420  PID         -  LN0420
 LN0420  STATE/COUNTY-  UT/DAGGETT
 LN0420  COUNTRY     -  US
 LN0420  USGS QUAD   -  MANILA (2017)
 LN0420
 LN0420                         *CURRENT SURVEY CONTROL
 LN0420  ______________________________________________________________________
 LN0420* NAD 83(1986) POSITION- 40 59 19.     (N) 109 42 16.     (W)   SCALED
 LN0420* NAVD 88 ORTHO HEIGHT -  1898.174 (meters)     6227.59  (feet) ADJUSTED
 LN0420  ______________________________________________________________________
 LN0420  GEOID HEIGHT    -        -14.144 (meters)                     GEOID18
 LN0420  DYNAMIC HEIGHT  -       1896.470 (meters)     6222.00  (feet) COMP
 LN0420  MODELED GRAVITY -    979,659.0   (mgal)                       NAVD 88
 LN0420
 LN0420  VERT ORDER      -  FIRST     CLASS II
 LN0420
 LN0420.The horizontal coordinates were scaled from a map and have
 LN0420.an estimated accuracy of +/- 6 seconds.
 LN0420
 LN0420.The orthometric height was determined by differential leveling and
 LN0420.adjusted by the NATIONAL GEODETIC SURVEY
 LN0420.in June 1991.
 LN0420
 LN0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0420.GEOID18 height accuracy estimate available here.
 LN0420
 LN0420.Click photographs - Photos may exist for this station.
 LN0420
 LN0420.The dynamic height is computed by dividing the NAVD 88
 LN0420.geopotential number by the normal gravity value computed on the
 LN0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0420.degrees latitude (g = 980.6199 gals.).
 LN0420
 LN0420.The modeled gravity was interpolated from observed gravity values.
 LN0420
 LN0420;                    North         East    Units  Estimated Accuracy
 LN0420;SPC UT N     - 1,074,330.      651,080.      MT  (+/- 180 meters Scaled)
 LN0420
 LN0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL089383(NAD 83)
 LN0420
 LN0420                          SUPERSEDED SURVEY CONTROL
 LN0420
 LN0420.No superseded survey control is available for this station.
 LN0420
 LN0420_MARKER: I = METAL ROD
 LN0420_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0420_STAMPING: D 385 1984
 LN0420_MARK LOGO: NGS
 LN0420_PROJECTION: FLUSH
 LN0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0420_ROD/PIPE-DEPTH: 5.5 meters
 LN0420
 LN0420  HISTORY     - Date     Condition        Report By
 LN0420  HISTORY     - 1984     MONUMENTED       NGS
 LN0420
 LN0420                          STATION DESCRIPTION
 LN0420
 LN0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0420'1.6 KM (1.0 MI) EAST FROM MANILA.
 LN0420'1.6 KM (1.0 MI) EASTERLY ALONG STATE HIGHWAYS 43 AND 530 FROM THERE
 LN0420'JUNCTION WITH STATE HIGHWAY 44 IN MANILA, 0.1 KM (0.05 MI) WEST OF
 LN0420'MILEPOST 9, 12.1 M (39.7 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LN0420'8.9 M (29.2 FT) WEST OF THE CENTER OF A PRIVATE DRIVE, AND 1.0 M
 LN0420'(3.3 FT) WEST OF A UTILITY POLE NUMBER 411-L38 WITH UTILITY LINES
 LN0420'CROSSING THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 LN0420'5-INCH LOGO CAP.
 LN0420'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LN0420'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0446 ***********************************************************************
 LN0446  DESIGNATION -  D 386
 LN0446  PID         -  LN0446
 LN0446  STATE/COUNTY-  UT/DAGGETT
 LN0446  COUNTRY     -  US
 LN0446  USGS QUAD   -  ELK PARK (2017)
 LN0446
 LN0446                         *CURRENT SURVEY CONTROL
 LN0446  ______________________________________________________________________
 LN0446* NAD 83(1986) POSITION- 40 51 28.     (N) 109 40 57.     (W)   SCALED
 LN0446* NAVD 88 ORTHO HEIGHT -  2351.386 (meters)     7714.51  (feet) ADJUSTED
 LN0446  ______________________________________________________________________
 LN0446  GEOID HEIGHT    -        -13.339 (meters)                     GEOID18
 LN0446  DYNAMIC HEIGHT  -       2349.143 (meters)     7707.15  (feet) COMP
 LN0446  MODELED GRAVITY -    979,584.7   (mgal)                       NAVD 88
 LN0446
 LN0446  VERT ORDER      -  FIRST     CLASS II
 LN0446
 LN0446.The horizontal coordinates were scaled from a map and have
 LN0446.an estimated accuracy of +/- 6 seconds.
 LN0446
 LN0446.The orthometric height was determined by differential leveling and
 LN0446.adjusted by the NATIONAL GEODETIC SURVEY
 LN0446.in June 1991.
 LN0446
 LN0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0446.GEOID18 height accuracy estimate available here.
 LN0446
 LN0446.Click photographs - Photos may exist for this station.
 LN0446
 LN0446.The dynamic height is computed by dividing the NAVD 88
 LN0446.geopotential number by the normal gravity value computed on the
 LN0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0446.degrees latitude (g = 980.6199 gals.).
 LN0446
 LN0446.The modeled gravity was interpolated from observed gravity values.
 LN0446
 LN0446;                    North         East    Units  Estimated Accuracy
 LN0446;SPC UT N     - 1,059,840.      653,230.      MT  (+/- 180 meters Scaled)
 LN0446
 LN0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL110238(NAD 83)
 LN0446
 LN0446                          SUPERSEDED SURVEY CONTROL
 LN0446
 LN0446.No superseded survey control is available for this station.
 LN0446
 LN0446_MARKER: DV = VERTICAL CONTROL DISK
 LN0446_SETTING: 66 = SET IN ROCK OUTCROP
 LN0446_STAMPING: D 386 1984
 LN0446_MARK LOGO: NGS
 LN0446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0446+STABILITY: POSITION/ELEVATION WELL
 LN0446
 LN0446  HISTORY     - Date     Condition        Report By
 LN0446  HISTORY     - 1984     MONUMENTED       NGS
 LN0446
 LN0446                          STATION DESCRIPTION
 LN0446
 LN0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0446'25.7 KM (15.95 MI) SOUT FROM MANILA.
 LN0446'25.7 KM (15.95 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0446'WITH STATE HIGHWAY 43 IN MANILA, SET IN THE SOUTHEASTERN 1/4 OF AN
 LN0446'EXPOSED AREA OF OUTCROPPING BEDROCK IN A HIGHWAY CUT, 2.4 KM (1.5 MI)
 LN0446'SOUTHEASTERLY OF A GRAVEL ROAD LEADING TO HIDEOUT-EAGLE BASIN, 0.6 KM
 LN0446'(0.35 MI) NORTHWEST OF A GRAVEL ROAD LEADING TO DEEP CREEK CAMPGROUND,
 LN0446'48.5 M (159.1 FT) NORTHWEST OF THE CENTER OF A GRAVEL ROAD LEADING
 LN0446'NORTHEAST, 24.4 M (80.1 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 LN0446'HIGHWAY CUT, AND 11.0 M (36.1 FT) NORTH OF THE CENTERLINE OF THE
 LN0446'HIGHWAY.
 LN0446'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LN0446'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DE6274 ***********************************************************************
 DE6274  DESIGNATION -  D 388
 DE6274  PID         -  DE6274
 DE6274  STATE/COUNTY-  UT/DUCHESNE
 DE6274  COUNTRY     -  US
 DE6274  USGS QUAD   -  MYTON SW (2017)
 DE6274
 DE6274                         *CURRENT SURVEY CONTROL
 DE6274  ______________________________________________________________________
 DE6274* NAD 83(1986) POSITION- 40 02 47.     (N) 110 09 05.     (W)   SCALED
 DE6274* NAVD 88 ORTHO HEIGHT -  1810.913 (meters)     5941.30  (feet) ADJUSTED
 DE6274  ______________________________________________________________________
 DE6274  GEOID HEIGHT    -        -17.640 (meters)                     GEOID18
 DE6274  DYNAMIC HEIGHT  -       1809.138 (meters)     5935.48  (feet) COMP
 DE6274  MODELED GRAVITY -    979,582.2   (mgal)                       NAVD 88
 DE6274
 DE6274  VERT ORDER      -  SECOND    CLASS II
 DE6274
 DE6274.The horizontal coordinates were scaled from a map and have
 DE6274.an estimated accuracy of +/- 6 seconds.
 DE6274
 DE6274.The orthometric height was determined by differential leveling and
 DE6274.adjusted by the NATIONAL GEODETIC SURVEY
 DE6274.in August 2002.
 DE6274
 DE6274.No vertical observational check was made to the station.
 DE6274
 DE6274.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6274.GEOID18 height accuracy estimate available here.
 DE6274
 DE6274.Click photographs - Photos may exist for this station.
 DE6274
 DE6274.The dynamic height is computed by dividing the NAVD 88
 DE6274.geopotential number by the normal gravity value computed on the
 DE6274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6274.degrees latitude (g = 980.6199 gals.).
 DE6274
 DE6274.The modeled gravity was interpolated from observed gravity values.
 DE6274
 DE6274;                    North         East    Units  Estimated Accuracy
 DE6274;SPC UT C     - 2,191,050.      615,070.      MT  (+/- 180 meters Scaled)
 DE6274
 DE6274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK723332(NAD 83)
 DE6274
 DE6274                          SUPERSEDED SURVEY CONTROL
 DE6274
 DE6274.No superseded survey control is available for this station.
 DE6274
 DE6274_MARKER: DV = VERTICAL CONTROL DISK
 DE6274_SETTING: 66 = SET IN ROCK OUTCROP
 DE6274_STAMPING: D 388 2002
 DE6274_MARK LOGO: NGS
 DE6274_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6274+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2002
 DE6274
 DE6274  HISTORY     - Date     Condition        Report By
 DE6274  HISTORY     - 20020425 MONUMENTED       NGS
 DE6274
 DE6274                          STATION DESCRIPTION
 DE6274
 DE6274'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 DE6274'2.2 KM (1.4 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 40 FROM THE
 DE6274'INTERSECTION OF MAIN STREET IN MYTON, THENCE 2.7 KM (1.7 MI) SOUTHERLY
 DE6274'ALONG ROAD 5550 W, THENCE 7.4 KM (4.6 MI) SOUTHERLY ALONG ROAD 6000 W
 DE6274'(ROAD TO SAND WASH), THENCE 11.0 KM (6.8 MI) SOUTHWESTERLY ALONG A
 DE6274'GRAVELED ROAD JUST NORTHWEST OF A SIGN (BLM ADMINISTERED LAND, PRAIRIE
 DE6274'WETLANDS 17 MILES), NEAR THE CENTER OF A 4 BY 8-FOOT AREA OF ROCK
 DE6274'OUTCROP, 13.7 M (44.9 FT) WEST-SOUTHWEST OF THE CENTER OF THE ROAD AND
 DE6274'1.2 M (3.9 FT) WEST-SOUTHWEST OF A WITNESS POST.
 DE6274'
 DE6274'NOTE-THE MARK IS ON PROPERTY OWNED BY THE BUREAU OF LAND MANAGEMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0039 ***********************************************************************
 KN0039  DESIGNATION -  D 39
 KN0039  PID         -  KN0039
 KN0039  STATE/COUNTY-  UT/EMERY
 KN0039  COUNTRY     -  US
 KN0039  USGS QUAD   -  DESERT (2017)
 KN0039
 KN0039                         *CURRENT SURVEY CONTROL
 KN0039  ______________________________________________________________________
 KN0039* NAD 83(1986) POSITION- 39 00 00.     (N) 110 19 06.     (W)   SCALED
 KN0039* NAVD 88 ORTHO HEIGHT -  1336.394 (meters)     4384.49  (feet) ADJUSTED
 KN0039  ______________________________________________________________________
 KN0039  GEOID HEIGHT    -        -19.745 (meters)                     GEOID18
 KN0039  DYNAMIC HEIGHT  -       1335.102 (meters)     4380.25  (feet) COMP
 KN0039  MODELED GRAVITY -    979,615.5   (mgal)                       NAVD 88
 KN0039
 KN0039  VERT ORDER      -  SECOND    CLASS 0
 KN0039
 KN0039.The horizontal coordinates were scaled from a map and have
 KN0039.an estimated accuracy of +/- 6 seconds.
 KN0039
 KN0039.The orthometric height was determined by differential leveling and
 KN0039.adjusted by the NATIONAL GEODETIC SURVEY
 KN0039.in June 1991.
 KN0039
 KN0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0039.GEOID18 height accuracy estimate available here.
 KN0039
 KN0039.Click photographs - Photos may exist for this station.
 KN0039
 KN0039.The dynamic height is computed by dividing the NAVD 88
 KN0039.geopotential number by the normal gravity value computed on the
 KN0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0039.degrees latitude (g = 980.6199 gals.).
 KN0039
 KN0039.The modeled gravity was interpolated from observed gravity values.
 KN0039
 KN0039;                    North         East    Units  Estimated Accuracy
 KN0039;SPC UT C     - 2,074,690.      602,360.      MT  (+/- 180 meters Scaled)
 KN0039
 KN0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ590169(NAD 83)
 KN0039
 KN0039                          SUPERSEDED SURVEY CONTROL
 KN0039
 KN0039  NGVD 29 (??/??/92) 1335.408  (m)         4381.25   (f) ADJ UNCH    2 0
 KN0039
 KN0039.Superseded values are not recommended for survey control.
 KN0039
 KN0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0039.See file dsdata.pdf to determine how the superseded data were derived.
 KN0039
 KN0039_MARKER: DB = BENCH MARK DISK
 KN0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0039_STAMPING: D 39 1934
 KN0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0039+STABILITY: SURFACE MOTION
 KN0039
 KN0039  HISTORY     - Date     Condition        Report By
 KN0039  HISTORY     - 1934     MONUMENTED       CGS
 KN0039
 KN0039                          STATION DESCRIPTION
 KN0039
 KN0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0039'10.0 MI W FROM GREEN RIVER.
 KN0039'ABOUT 10.0 MILES WEST OF GREEN RIVER, EMERY COUNTY, ABOUT 4 MILES
 KN0039'ALONG THE TRAIL TO CASTLE DALE FROM U.S. HIGHWAY 50, WEST OF ELLIOT
 KN0039'MOUNTAIN, ABOUT 1 MILE FROM THE SOUTH END OF A LONG FLAT, ON THE WEST
 KN0039'BANK OF A LARGE WASH OR CANYON, AND 20 FEET EAST OF THE CENTER LINE OF
 KN0039'THE TRAIL.  A STANDARD DISK, STAMPED D 39 1934 AND SET IN THE TOP OF A
 KN0039'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0094 ***********************************************************************
 KO0094  DESIGNATION -  D 4
 KO0094  PID         -  KO0094
 KO0094  STATE/COUNTY-  UT/MILLARD
 KO0094  COUNTRY     -  US
 KO0094  USGS QUAD   -  STRONG (2017)
 KO0094
 KO0094                         *CURRENT SURVEY CONTROL
 KO0094  ______________________________________________________________________
 KO0094* NAD 83(1986) POSITION- 39 25 00.     (N) 112 29 05.     (W)   SCALED
 KO0094* NAVD 88 ORTHO HEIGHT -  1451.002 (meters)     4760.50  (feet) ADJUSTED
 KO0094  ______________________________________________________________________
 KO0094  GEOID HEIGHT    -        -19.074 (meters)                     GEOID18
 KO0094  DYNAMIC HEIGHT  -       1449.672 (meters)     4756.13  (feet) COMP
 KO0094  MODELED GRAVITY -    979,659.8   (mgal)                       NAVD 88
 KO0094  OBS GRAVITY     -    979,659.9   (mgal)                       GRAV_OBS
 KO0094
 KO0094  VERT ORDER      -  FIRST     CLASS I
 KO0094
 KO0094.The horizontal coordinates were scaled from a map and have
 KO0094.an estimated accuracy of +/- 6 seconds.
 KO0094
 KO0094.The orthometric height was determined by differential leveling and
 KO0094.adjusted by the NATIONAL GEODETIC SURVEY
 KO0094.in June 1991.
 KO0094
 KO0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0094.GEOID18 height accuracy estimate available here.
 KO0094
 KO0094.Click photographs - Photos may exist for this station.
 KO0094
 KO0094.The dynamic height is computed by dividing the NAVD 88
 KO0094.geopotential number by the normal gravity value computed on the
 KO0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0094.degrees latitude (g = 980.6199 gals.).
 KO0094
 KO0094.The modeled gravity was interpolated from observed gravity values.
 KO0094
 KO0094.The observed gravity was obtained from relative gravimeter ties
 KO0094.to the IGSN71 gravity network.
 KO0094
 KO0094;                    North         East    Units  Estimated Accuracy
 KO0094;SPC UT C     - 2,120,740.      415,210.      MT  (+/- 180 meters Scaled)
 KO0094
 KO0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ721640(NAD 83)
 KO0094
 KO0094                          SUPERSEDED SURVEY CONTROL
 KO0094
 KO0094  NGVD 29 (??/??/92) 1449.843  (m)         4756.69   (f) ADJ UNCH    1 1
 KO0094
 KO0094.Superseded values are not recommended for survey control.
 KO0094
 KO0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0094.See file dsdata.pdf to determine how the superseded data were derived.
 KO0094
 KO0094_MARKER: P = PIPE CAP
 KO0094_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0094_STAMPING: ELEV. 4756.870 FT
 KO0094_MARK LOGO: CGS
 KO0094_MAGNETIC: P = MARKER IS A STEEL PIPE
 KO0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0094
 KO0094  HISTORY     - Date     Condition        Report By
 KO0094  HISTORY     - 1908     MONUMENTED       CGS
 KO0094  HISTORY     - 1970     GOOD             NGS
 KO0094
 KO0094                          STATION DESCRIPTION
 KO0094
 KO0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0094'9.25 MI SW FROM LYNNDYL.
 KO0094'9.25 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0094'SIGN AT LYNNDYL, 3 POLES NORTHEAST OF MILEPOLE 656.50, 53.0 FEET
 KO0094'NORTHWEST OF THE NORTHWEST RAIL, 45.5 FEET SOUTHEAST OF THE NORTHWEST
 KO0094'RIGHT-OF-WAY FENCE, 2.3 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 1/2
 KO0094'FEET HIGHER THAN THE TRACK, A CAP SCREWED ON THE TOP OF A 3 1/2-INCH
 KO0094'IRON PIPE PROJECTING 0.9 FOOT ABOVE THE GROUND.  SEC 23, T 16 S, R 6
 KO0094'W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0068 ***********************************************************************
 KN0068  DESIGNATION -  D 40
 KN0068  PID         -  KN0068
 KN0068  STATE/COUNTY-  UT/EMERY
 KN0068  COUNTRY     -  US
 KN0068  USGS QUAD   -  HADDEN HOLES (2017)
 KN0068
 KN0068                         *CURRENT SURVEY CONTROL
 KN0068  ______________________________________________________________________
 KN0068* NAD 83(1986) POSITION- 39 13 15.     (N) 110 57 08.     (W)   SCALED
 KN0068* NAVD 88 ORTHO HEIGHT -  1726.493 (meters)     5664.34  (feet) ADJUSTED
 KN0068  ______________________________________________________________________
 KN0068  GEOID HEIGHT    -        -17.562 (meters)                     GEOID18
 KN0068  DYNAMIC HEIGHT  -       1724.755 (meters)     5658.63  (feet) COMP
 KN0068  MODELED GRAVITY -    979,559.6   (mgal)                       NAVD 88
 KN0068
 KN0068  VERT ORDER      -  SECOND    CLASS 0
 KN0068
 KN0068.The horizontal coordinates were scaled from a map and have
 KN0068.an estimated accuracy of +/- 6 seconds.
 KN0068
 KN0068.The orthometric height was determined by differential leveling and
 KN0068.adjusted by the NATIONAL GEODETIC SURVEY
 KN0068.in June 1991.
 KN0068
 KN0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0068.GEOID18 height accuracy estimate available here.
 KN0068
 KN0068.Click photographs - Photos may exist for this station.
 KN0068
 KN0068.The dynamic height is computed by dividing the NAVD 88
 KN0068.geopotential number by the normal gravity value computed on the
 KN0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0068.degrees latitude (g = 980.6199 gals.).
 KN0068
 KN0068.The modeled gravity was interpolated from observed gravity values.
 KN0068
 KN0068;                    North         East    Units  Estimated Accuracy
 KN0068;SPC UT C     - 2,098,680.      547,300.      MT  (+/- 180 meters Scaled)
 KN0068
 KN0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ041412(NAD 83)
 KN0068
 KN0068                          SUPERSEDED SURVEY CONTROL
 KN0068
 KN0068  NGVD 29 (??/??/92) 1725.420  (m)         5660.82   (f) ADJ UNCH    2 0
 KN0068
 KN0068.Superseded values are not recommended for survey control.
 KN0068
 KN0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0068.See file dsdata.pdf to determine how the superseded data were derived.
 KN0068
 KN0068_MARKER: DB = BENCH MARK DISK
 KN0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0068_STAMPING: D 40 1934
 KN0068_MARK LOGO: CGS
 KN0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0068+STABILITY: SURFACE MOTION
 KN0068
 KN0068  HISTORY     - Date     Condition        Report By
 KN0068  HISTORY     - 1934     MONUMENTED       CGS
 KN0068  HISTORY     - 1970     GOOD             USGS
 KN0068
 KN0068                          STATION DESCRIPTION
 KN0068
 KN0068'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KN0068'3.9 MI E FROM CASTLE DALE.
 KN0068'CASTLE DALE, 1.6 MI. NE OF VIA STATE HIGHWAY 10, THENCE 2.45 MI. E 180
 KN0068'FT. E OF DRAIN CROSSING AND 22 FT. N OF CENTERLINE OF RD.  AND SET IN
 KN0068'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0223 ***********************************************************************
 KN0223  DESIGNATION -  D 41
 KN0223  PID         -  KN0223
 KN0223  STATE/COUNTY-  UT/EMERY
 KN0223  COUNTRY     -  US
 KN0223  USGS QUAD   -  MAHOGANY POINT (2017)
 KN0223
 KN0223                         *CURRENT SURVEY CONTROL
 KN0223  ______________________________________________________________________
 KN0223* NAD 83(1986) POSITION- 39 16 33.     (N) 111 10 52.     (W)   SCALED
 KN0223* NAVD 88 ORTHO HEIGHT -  1938.180 (meters)     6358.85  (feet) ADJUSTED
 KN0223  ______________________________________________________________________
 KN0223  GEOID HEIGHT    -        -16.522 (meters)                     GEOID18
 KN0223  DYNAMIC HEIGHT  -       1935.965 (meters)     6351.58  (feet) COMP
 KN0223  MODELED GRAVITY -    979,417.3   (mgal)                       NAVD 88
 KN0223
 KN0223  VERT ORDER      -  SECOND    CLASS 0
 KN0223
 KN0223.The horizontal coordinates were scaled from a map and have
 KN0223.an estimated accuracy of +/- 6 seconds.
 KN0223
 KN0223.The orthometric height was determined by differential leveling and
 KN0223.adjusted by the NATIONAL GEODETIC SURVEY
 KN0223.in June 1991.
 KN0223
 KN0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0223.GEOID18 height accuracy estimate available here.
 KN0223
 KN0223.Click photographs - Photos may exist for this station.
 KN0223
 KN0223.The dynamic height is computed by dividing the NAVD 88
 KN0223.geopotential number by the normal gravity value computed on the
 KN0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0223.degrees latitude (g = 980.6199 gals.).
 KN0223
 KN0223.The modeled gravity was interpolated from observed gravity values.
 KN0223
 KN0223;                    North         East    Units  Estimated Accuracy
 KN0223;SPC UT C     - 2,104,690.      527,520.      MT  (+/- 180 meters Scaled)
 KN0223
 KN0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ843474(NAD 83)
 KN0223
 KN0223                          SUPERSEDED SURVEY CONTROL
 KN0223
 KN0223  NGVD 29 (??/??/92) 1936.827  (m)         6354.41   (f) ADJ UNCH    2 0
 KN0223
 KN0223.Superseded values are not recommended for survey control.
 KN0223
 KN0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0223.See file dsdata.pdf to determine how the superseded data were derived.
 KN0223
 KN0223_MARKER: DB = BENCH MARK DISK
 KN0223_SETTING: 80 = SET IN A BOULDER
 KN0223_STAMPING: D 41 1934
 KN0223_MARK LOGO: CGS
 KN0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0223+STABILITY: SURFACE MOTION
 KN0223
 KN0223  HISTORY     - Date     Condition        Report By
 KN0223  HISTORY     - 1934     MONUMENTED       CGS
 KN0223  HISTORY     - 1974     GOOD             USGS
 KN0223
 KN0223                          STATION DESCRIPTION
 KN0223
 KN0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0223'8.4 MI W FROM ORANGEVILLE.
 KN0223'ABOUT 8.4 MILES WEST ALONG STATE HIGHWAY 29 FROM THE PUBLIC SCHOOL AT
 KN0223'ORANGEVILLE, EMERY COUNTY, ALONG A RIVER IN A CANYON, ABOUT 42 FEET
 KN0223'WEST OF AN IRRIGATION FLUME, 18 FEET SOUTH OF THE CENTER LINE OF THE
 KN0223'HIGHWAY, AND IN THE TOP OF A LARGE BOULDER.  A STANDARD DISK, STAMPED
 KN0223'D 41 1934.
 KN0223
 KN0223                          STATION RECOVERY (1974)
 KN0223
 KN0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KN0223'ABOUT 8.4 MI WEST ALONG STATE HIGHWAY 29 FROM THE PUBLIC SCHOOL AT
 KN0223'ORANGEVILLE, EMERY COUNTY ALONG COTTONWOOD CREEK, 0.05 MI WEST OF A
 KN0223'JUCTION OF COTTONWOOD CREEK ROAD AND STATE 29, 18 FEET SOUTH OF
 KN0223'CENTER LINE OF STATE 29, AND IN THE TOP OF A LARGE BOULDER. A
 KN0223'STANDARD DISK, STAMPED D 41 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0329 ***********************************************************************
 KN0329  DESIGNATION -  D 42
 KN0329  PID         -  KN0329
 KN0329  STATE/COUNTY-  UT/UTAH
 KN0329  COUNTRY     -  US
 KN0329  USGS QUAD   -  BIRDSEYE (2017)
 KN0329
 KN0329                         *CURRENT SURVEY CONTROL
 KN0329  ______________________________________________________________________
 KN0329* NAD 83(1986) POSITION- 39 55 27.     (N) 111 32 48.     (W)   SCALED
 KN0329* NAVD 88 ORTHO HEIGHT -  1646.939 (meters)     5403.33  (feet) POSTED
 KN0329  ______________________________________________________________________
 KN0329  GEOID HEIGHT    -        -16.712 (meters)                     GEOID18
 KN0329  DYNAMIC HEIGHT  -       1645.38  (meters)     5398.2   (feet) COMP
 KN0329  MODELED GRAVITY -    979,622.3   (mgal)                       NAVD 88
 KN0329
 KN0329  VERT ORDER      -  * POSTED, SEE BELOW
 KN0329
 KN0329.The horizontal coordinates were scaled from a map and have
 KN0329.an estimated accuracy of +/- 6 seconds.
 KN0329
 KN0329.The orthometric height was determined by differential leveling
 KN0329.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KN0329
 KN0329.* This is a POSTED BENCH MARK height.
 KN0329
 KN0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0329.GEOID18 height accuracy estimate available here.
 KN0329
 KN0329.Click photographs - Photos may exist for this station.
 KN0329
 KN0329.The dynamic height is computed by dividing the NAVD 88
 KN0329.geopotential number by the normal gravity value computed on the
 KN0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0329.degrees latitude (g = 980.6199 gals.).
 KN0329
 KN0329.The modeled gravity was interpolated from observed gravity values.
 KN0329
 KN0329;                    North         East    Units  Estimated Accuracy
 KN0329;SPC UT C     - 2,176,610.      496,010.      MT  (+/- 180 meters Scaled)
 KN0329
 KN0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK532194(NAD 83)
 KN0329
 KN0329                          SUPERSEDED SURVEY CONTROL
 KN0329
 KN0329  NGVD 29 (??/??/92) 1645.838  (m)         5399.72   (f) ADJ UNCH    2 0
 KN0329
 KN0329.Superseded values are not recommended for survey control.
 KN0329
 KN0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0329.See file dsdata.pdf to determine how the superseded data were derived.
 KN0329
 KN0329_MARKER: DB = BENCH MARK DISK
 KN0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0329_STAMPING: D 42 1934
 KN0329_MARK LOGO: CGS
 KN0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0329+STABILITY: SURFACE MOTION
 KN0329
 KN0329  HISTORY     - Date     Condition        Report By
 KN0329  HISTORY     - 1934     MONUMENTED       CGS
 KN0329  HISTORY     - 1969     GOOD             CGS
 KN0329
 KN0329                          STATION DESCRIPTION
 KN0329
 KN0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0329'5.7 MI S FROM THISTLE.
 KN0329'ABOUT 5.7 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0329'FROM THE STATION AT THISTLE, UTAH COUNTY, AT MILEPOST 6, ABOUT 1/4
 KN0329'MILE WEST OF U.S. HIGHWAY 89 AT A SCHOOLHOUSE, AT A ROAD CROSSING, 18
 KN0329'FEET SOUTH OF THE ROAD, AND 36 FEET WEST OF THE TRACK. A STANDARD
 KN0329'DISK, STAMPED D 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KN0329
 KN0329                          STATION RECOVERY (1969)
 KN0329
 KN0329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KN0329'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0278 ***********************************************************************
 KN0278  DESIGNATION -  D 43
 KN0278  PID         -  KN0278
 KN0278  STATE/COUNTY-  UT/SANPETE
 KN0278  COUNTRY     -  US
 KN0278  USGS QUAD   -  EPHRAIM (2017)
 KN0278
 KN0278                         *CURRENT SURVEY CONTROL
 KN0278  ______________________________________________________________________
 KN0278* NAD 83(1986) POSITION- 39 21 34.     (N) 111 35 13.     (W)   SCALED
 KN0278* NAVD 88 ORTHO HEIGHT -  1689.705 (meters)     5543.64  (feet) ADJUSTED
 KN0278  ______________________________________________________________________
 KN0278  GEOID HEIGHT    -        -17.431 (meters)                     GEOID18
 KN0278  DYNAMIC HEIGHT  -       1687.979 (meters)     5537.98  (feet) COMP
 KN0278  MODELED GRAVITY -    979,546.4   (mgal)                       NAVD 88
 KN0278
 KN0278  VERT ORDER      -  SECOND    CLASS 0
 KN0278
 KN0278.The horizontal coordinates were scaled from a map and have
 KN0278.an estimated accuracy of +/- 6 seconds.
 KN0278
 KN0278.The orthometric height was determined by differential leveling and
 KN0278.adjusted by the NATIONAL GEODETIC SURVEY
 KN0278.in June 1991.
 KN0278
 KN0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0278.GEOID18 height accuracy estimate available here.
 KN0278
 KN0278.Click photographs - Photos may exist for this station.
 KN0278
 KN0278.The dynamic height is computed by dividing the NAVD 88
 KN0278.geopotential number by the normal gravity value computed on the
 KN0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0278.degrees latitude (g = 980.6199 gals.).
 KN0278
 KN0278.The modeled gravity was interpolated from observed gravity values.
 KN0278
 KN0278;                    North         East    Units  Estimated Accuracy
 KN0278;SPC UT C     - 2,113,920.      492,510.      MT  (+/- 180 meters Scaled)
 KN0278
 KN0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ494568(NAD 83)
 KN0278
 KN0278                          SUPERSEDED SURVEY CONTROL
 KN0278
 KN0278  NGVD 29 (??/??/92) 1688.532  (m)         5539.79   (f) ADJ UNCH    2 0
 KN0278
 KN0278.Superseded values are not recommended for survey control.
 KN0278
 KN0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0278.See file dsdata.pdf to determine how the superseded data were derived.
 KN0278
 KN0278_MARKER: DB = BENCH MARK DISK
 KN0278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0278_SP_SET: BUILDING
 KN0278_STAMPING: D 43 1934
 KN0278_MARK LOGO: CGS
 KN0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0278
 KN0278  HISTORY     - Date     Condition        Report By
 KN0278  HISTORY     - 1934     MONUMENTED       CGS
 KN0278  HISTORY     - 1964     MARK NOT FOUND   USGS
 KN0278  HISTORY     - 19900101 GOOD             NGS
 KN0278  HISTORY     - 20120613 MARK NOT FOUND   GEOCAC
 KN0278
 KN0278                          STATION DESCRIPTION
 KN0278
 KN0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0278'IN EPHRAIM.
 KN0278'AT EPHRAIM, SANPETE COUNTY, AT THE CITY HALL, IN THE WEST BRICK WALL
 KN0278'OF THE FIRE DEPARTMENT BUILDING, AT THE SOUTH END IN THE SOUTHWEST
 KN0278'CORNER, AND 4 FEET ABOVE THE WALK.  A STANDARD DISK, STAMPED D 43 1934
 KN0278'AND SET VERTICALLY.
 KN0278
 KN0278                          STATION RECOVERY (1964)
 KN0278
 KN0278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KN0278'MARK NOT FOUND.
 KN0278
 KN0278                          STATION RECOVERY (1990)
 KN0278
 KN0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (DW)
 KN0278'GRAVITY BASE STATION 'EPHRAIM B', DOD 4626-1, IGB 12091B, IS ON STEP
 KN0278'BELOW DISK.
 KN0278
 KN0278                          STATION RECOVERY (2012)
 KN0278
 KN0278'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 KN0278'THE STRUCTURE INTO WHICH THE STATION WAS SET HAS APPARENTLY BEEN
 KN0278'REBUILT OR REFURBISHED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0073 ***********************************************************************
 KO0073  DESIGNATION -  D 45
 KO0073  PID         -  KO0073
 KO0073  STATE/COUNTY-  UT/JUAB
 KO0073  COUNTRY     -  US
 KO0073  USGS QUAD   -  CHAMPLIN PEAK (2017)
 KO0073
 KO0073                         *CURRENT SURVEY CONTROL
 KO0073  ______________________________________________________________________
 KO0073* NAD 83(1986) POSITION- 39 33 34.     (N) 112 08 19.     (W)   SCALED
 KO0073* NAVD 88 ORTHO HEIGHT -  1486.202 (meters)     4875.98  (feet) ADJUSTED
 KO0073  ______________________________________________________________________
 KO0073  GEOID HEIGHT    -        -18.186 (meters)                     GEOID18
 KO0073  DYNAMIC HEIGHT  -       1484.814 (meters)     4871.43  (feet) COMP
 KO0073  MODELED GRAVITY -    979,641.1   (mgal)                       NAVD 88
 KO0073
 KO0073  VERT ORDER      -  SECOND    CLASS 0
 KO0073
 KO0073.The horizontal coordinates were scaled from a map and have
 KO0073.an estimated accuracy of +/- 6 seconds.
 KO0073
 KO0073.The orthometric height was determined by differential leveling and
 KO0073.adjusted by the NATIONAL GEODETIC SURVEY
 KO0073.in June 1991.
 KO0073
 KO0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0073.GEOID18 height accuracy estimate available here.
 KO0073
 KO0073.Click photographs - Photos may exist for this station.
 KO0073
 KO0073.The dynamic height is computed by dividing the NAVD 88
 KO0073.geopotential number by the normal gravity value computed on the
 KO0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0073.degrees latitude (g = 980.6199 gals.).
 KO0073
 KO0073.The modeled gravity was interpolated from observed gravity values.
 KO0073
 KO0073;                    North         East    Units  Estimated Accuracy
 KO0073;SPC UT C     - 2,136,320.      445,120.      MT  (+/- 180 meters Scaled)
 KO0073
 KO0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ021794(NAD 83)
 KO0073
 KO0073                          SUPERSEDED SURVEY CONTROL
 KO0073
 KO0073  NGVD 29 (??/??/92) 1485.027  (m)         4872.13   (f) ADJ UNCH    2 0
 KO0073
 KO0073.Superseded values are not recommended for survey control.
 KO0073
 KO0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0073.See file dsdata.pdf to determine how the superseded data were derived.
 KO0073
 KO0073_MARKER: DB = BENCH MARK DISK
 KO0073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KO0073_SP_SET: BRIDGE
 KO0073_STAMPING: D 45 1934
 KO0073_MARK LOGO: CGS
 KO0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KO0073
 KO0073  HISTORY     - Date     Condition        Report By
 KO0073  HISTORY     - 1934     MONUMENTED       CGS
 KO0073  HISTORY     - 1965     MARK NOT FOUND   USGS
 KO0073
 KO0073                          STATION DESCRIPTION
 KO0073
 KO0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0073'8.3 MI NW FROM MILLS.
 KO0073'ABOUT 8.3 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KO0073'WATER TANK AT MILLS, JUAB COUNTY, AT BRIDGE 681.76, 65 FEET NORTH OF
 KO0073'THE TRACK, IN LINE WITH A ROW OF POLES, AND IN THE TOP OF A ROCK. A
 KO0073'STANDARD DISK, STAMPED D 45 1934.
 KO0073
 KO0073                          STATION RECOVERY (1965)
 KO0073
 KO0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KO0073'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0062 ***********************************************************************
 JO0062  DESIGNATION -  D 46
 JO0062  PID         -  JO0062
 JO0062  STATE/COUNTY-  UT/MILLARD
 JO0062  COUNTRY     -  US
 JO0062  USGS QUAD   -  FILLMORE (2017)
 JO0062
 JO0062                         *CURRENT SURVEY CONTROL
 JO0062  ______________________________________________________________________
 JO0062* NAD 83(1986) POSITION- 38 58 16.     (N) 112 21 10.     (W)   SCALED
 JO0062* NAVD 88 ORTHO HEIGHT -  1521.600 (meters)     4992.12  (feet) ADJUSTED
 JO0062  ______________________________________________________________________
 JO0062  GEOID HEIGHT    -        -18.882 (meters)                     GEOID18
 JO0062  DYNAMIC HEIGHT  -       1520.129 (meters)     4987.29  (feet) COMP
 JO0062  MODELED GRAVITY -    979,607.0   (mgal)                       NAVD 88
 JO0062
 JO0062  VERT ORDER      -  SECOND    CLASS 0
 JO0062
 JO0062.The horizontal coordinates were scaled from a map and have
 JO0062.an estimated accuracy of +/- 6 seconds.
 JO0062
 JO0062.The orthometric height was determined by differential leveling and
 JO0062.adjusted by the NATIONAL GEODETIC SURVEY
 JO0062.in June 1991.
 JO0062
 JO0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0062.GEOID18 height accuracy estimate available here.
 JO0062
 JO0062.Click photographs - Photos may exist for this station.
 JO0062
 JO0062.The dynamic height is computed by dividing the NAVD 88
 JO0062.geopotential number by the normal gravity value computed on the
 JO0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0062.degrees latitude (g = 980.6199 gals.).
 JO0062
 JO0062.The modeled gravity was interpolated from observed gravity values.
 JO0062
 JO0062;                    North         East    Units  Estimated Accuracy
 JO0062;SPC UT C     - 2,071,160.      426,100.      MT  (+/- 180 meters Scaled)
 JO0062
 JO0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ828144(NAD 83)
 JO0062
 JO0062                          SUPERSEDED SURVEY CONTROL
 JO0062
 JO0062  NGVD 29 (??/??/92) 1520.498  (m)         4988.50   (f) ADJ UNCH    2 0
 JO0062
 JO0062.Superseded values are not recommended for survey control.
 JO0062
 JO0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0062.See file dsdata.pdf to determine how the superseded data were derived.
 JO0062
 JO0062_MARKER: DB = BENCH MARK DISK
 JO0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0062_STAMPING: D 46 1934
 JO0062_MARK LOGO: CGS
 JO0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0062+STABILITY: SURFACE MOTION
 JO0062
 JO0062  HISTORY     - Date     Condition        Report By
 JO0062  HISTORY     - 1934     MONUMENTED       CGS
 JO0062
 JO0062                          STATION DESCRIPTION
 JO0062
 JO0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0062'IN FILLMORE.
 JO0062'AT FILLMORE, MILLARD COUNTY, EAST OF THE LOS ANGELES AND SALT LAKE
 JO0062'RAILROAD STATION, ABOUT 250 FEET EAST OF MILEPOST 32, AT A WYE IN A
 JO0062'DRIVE, AND ABOUT 100 FEET NORTH OF A ROAD LEADING INTO TOWN.  A
 JO0062'STANDARD DISK, STAMPED D 46 1934 AND SET IN THE TOP OF A CONCRETE
 JO0062'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0249 ***********************************************************************
 JN0249  DESIGNATION -  D 47
 JN0249  PID         -  JN0249
 JN0249  STATE/COUNTY-  UT/PIUTE
 JN0249  COUNTRY     -  US
 JN0249  USGS QUAD   -  ANGLE (2017)
 JN0249
 JN0249                         *CURRENT SURVEY CONTROL
 JN0249  ______________________________________________________________________
 JN0249* NAD 83(1986) POSITION- 38 12 51.8    (N) 111 59 46.8    (W)   HD_HELD2
 JN0249* NAVD 88 ORTHO HEIGHT -  1963.689 (meters)     6442.54  (feet) ADJUSTED
 JN0249  ______________________________________________________________________
 JN0249  GEOID HEIGHT    -        -18.618 (meters)                     GEOID18
 JN0249  DYNAMIC HEIGHT  -       1961.401 (meters)     6435.03  (feet) COMP
 JN0249  MODELED GRAVITY -    979,393.9   (mgal)                       NAVD 88
 JN0249
 JN0249  VERT ORDER      -  SECOND    CLASS 0
 JN0249
 JN0249.The horizontal coordinates were established by autonomous hand held GPS
 JN0249.observations and have an estimated accuracy of +/- 10 meters.
 JN0249
 JN0249.The orthometric height was determined by differential leveling and
 JN0249.adjusted by the NATIONAL GEODETIC SURVEY
 JN0249.in June 1991.
 JN0249
 JN0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0249.GEOID18 height accuracy estimate available here.
 JN0249
 JN0249.Click photographs - Photos may exist for this station.
 JN0249
 JN0249.The dynamic height is computed by dividing the NAVD 88
 JN0249.geopotential number by the normal gravity value computed on the
 JN0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0249.degrees latitude (g = 980.6199 gals.).
 JN0249
 JN0249.The modeled gravity was interpolated from observed gravity values.
 JN0249
 JN0249;                    North         East    Units  Estimated Accuracy
 JN0249;SPC UT S     - 3,171,891.      456,534.      MT  (+/- 10 meters HH2 GPS)
 JN0249
 JN0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH1277830071(NAD 83)
 JN0249
 JN0249                          SUPERSEDED SURVEY CONTROL
 JN0249
 JN0249  NGVD 29 (??/??/92) 1962.422  (m)         6438.38   (f) ADJ UNCH    2 0
 JN0249
 JN0249.Superseded values are not recommended for survey control.
 JN0249
 JN0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0249.See file dsdata.pdf to determine how the superseded data were derived.
 JN0249
 JN0249_MARKER: DB = BENCH MARK DISK
 JN0249_SETTING: 0 = UNSPECIFIED SETTING
 JN0249_STAMPING: D 47 1934
 JN0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0249+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2010
 JN0249
 JN0249  HISTORY     - Date     Condition        Report By
 JN0249  HISTORY     - 1934     MONUMENTED       CGS
 JN0249  HISTORY     - 1969     GOOD             USGS
 JN0249  HISTORY     - 20101210 GOOD             GEOCAC
 JN0249
 JN0249                          STATION DESCRIPTION
 JN0249
 JN0249'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 JN0249'0.6 MI N FROM ANTIMONY.
 JN0249'IN PIUTE COUNTY, 0.6 MILE NORTH ALONG STATE HIGHWAY 62 FROM THE
 JN0249'JUNCTION OF STATE HIGHWAYS 22 AND 62 TO A Y ROAD FORK, TAKE RIGHT FORK
 JN0249'AND FOLLOW THE OLD ROAD 3.3 MILES, AT THE CREST OF A GRADE, 200 FEET
 JN0249'SOUTH OF A CURVE IN THE ROAD AND 300 FEET WEST OF A SMALL KNELL, 37
 JN0249'FEET EAST OF THE CENTERLINE OF THE ROAD.
 JN0249
 JN0249                          STATION RECOVERY (2010)
 JN0249
 JN0249'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 JN0249'A STANDARD DISK, STAMPED D 47 1934 AND SET IN THE TOP OF A CONCRETE
 JN0249'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0140 ***********************************************************************
 JO0140  DESIGNATION -  D 48
 JO0140  PID         -  JO0140
 JO0140  STATE/COUNTY-  UT/PIUTE
 JO0140  COUNTRY     -  US
 JO0140  USGS QUAD   -  JUNCTION (2017)
 JO0140
 JO0140                         *CURRENT SURVEY CONTROL
 JO0140  ______________________________________________________________________
 JO0140* NAD 83(1986) POSITION- 38 11 49.     (N) 112 08 47.     (W)   SCALED
 JO0140* NAVD 88 ORTHO HEIGHT -  1885.477 (meters)     6185.94  (feet) ADJUSTED
 JO0140  ______________________________________________________________________
 JO0140  GEOID HEIGHT    -        -19.075 (meters)                     GEOID18
 JO0140  DYNAMIC HEIGHT  -       1883.292 (meters)     6178.77  (feet) COMP
 JO0140  MODELED GRAVITY -    979,403.5   (mgal)                       NAVD 88
 JO0140
 JO0140  VERT ORDER      -  SECOND    CLASS 0
 JO0140
 JO0140.The horizontal coordinates were scaled from a map and have
 JO0140.an estimated accuracy of +/- 6 seconds.
 JO0140
 JO0140.The orthometric height was determined by differential leveling and
 JO0140.adjusted by the NATIONAL GEODETIC SURVEY
 JO0140.in June 1991.
 JO0140
 JO0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0140.GEOID18 height accuracy estimate available here.
 JO0140
 JO0140.Click photographs - Photos may exist for this station.
 JO0140
 JO0140.The dynamic height is computed by dividing the NAVD 88
 JO0140.geopotential number by the normal gravity value computed on the
 JO0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0140.degrees latitude (g = 980.6199 gals.).
 JO0140
 JO0140.The modeled gravity was interpolated from observed gravity values.
 JO0140
 JO0140;                    North         East    Units  Estimated Accuracy
 JO0140;SPC UT S     - 3,170,040.      443,380.      MT  (+/- 180 meters Scaled)
 JO0140
 JO0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH996282(NAD 83)
 JO0140
 JO0140                          SUPERSEDED SURVEY CONTROL
 JO0140
 JO0140  NGVD 29 (??/??/92) 1884.226  (m)         6181.83   (f) ADJ UNCH    2 0
 JO0140
 JO0140.Superseded values are not recommended for survey control.
 JO0140
 JO0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0140.See file dsdata.pdf to determine how the superseded data were derived.
 JO0140
 JO0140_MARKER: DB = BENCH MARK DISK
 JO0140_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JO0140_SP_SET: UNSPEC. ROCK
 JO0140_STAMPING: D 48 1934
 JO0140_MARK LOGO: CGS
 JO0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0140
 JO0140  HISTORY     - Date     Condition        Report By
 JO0140  HISTORY     - 1934     MONUMENTED       CGS
 JO0140  HISTORY     - 1966     GOOD             USGS
 JO0140
 JO0140                          STATION DESCRIPTION
 JO0140
 JO0140'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 JO0140'4.3 MI E FROM JUNCTION.
 JO0140'4.3 MILES EAST ALONG STATE HIGHWAY 22 FROM THE JUNCTION WITH U.S.
 JO0140'HIGHWAY 89, 85 FEET EAST OF A LARGE SEDIMENTARY ROCK ABOUT 45 FEET
 JO0140'HIGH, 310 FEET NORTH OF THE HIGHWAY NEAR THE CENTER OF THE TOP OF A
 JO0140'SMALL RIM RUNNING DOWN FROM A LARGE BALANCING ROCK, AND ABOUT 14 FEET
 JO0140'HIGHER THAN THE ROAD.  A STANDARD DISK STAMPED D 48 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0204 ***********************************************************************
 JO0204  DESIGNATION -  D 5
 JO0204  PID         -  JO0204
 JO0204  STATE/COUNTY-  UT/BEAVER
 JO0204  COUNTRY     -  US
 JO0204  USGS QUAD   -  READ (2017)
 JO0204
 JO0204                         *CURRENT SURVEY CONTROL
 JO0204  ______________________________________________________________________
 JO0204* NAD 83(1986) POSITION- 38 32 38.     (N) 112 59 04.     (W)   SCALED
 JO0204* NAVD 88 ORTHO HEIGHT -  1496.398 (meters)     4909.43  (feet) ADJUSTED
 JO0204  ______________________________________________________________________
 JO0204  GEOID HEIGHT    -        -20.771 (meters)                     GEOID18
 JO0204  DYNAMIC HEIGHT  -       1494.855 (meters)     4904.37  (feet) COMP
 JO0204  MODELED GRAVITY -    979,545.2   (mgal)                       NAVD 88
 JO0204  OBS GRAVITY     -    979,544.9   (mgal)                       GRAV_OBS
 JO0204
 JO0204  VERT ORDER      -  FIRST     CLASS I
 JO0204
 JO0204.The horizontal coordinates were scaled from a map and have
 JO0204.an estimated accuracy of +/- 6 seconds.
 JO0204
 JO0204.The orthometric height was determined by differential leveling and
 JO0204.adjusted by the NATIONAL GEODETIC SURVEY
 JO0204.in June 1991.
 JO0204
 JO0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0204.GEOID18 height accuracy estimate available here.
 JO0204
 JO0204.Click photographs - Photos may exist for this station.
 JO0204
 JO0204.The dynamic height is computed by dividing the NAVD 88
 JO0204.geopotential number by the normal gravity value computed on the
 JO0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0204.degrees latitude (g = 980.6199 gals.).
 JO0204
 JO0204.The modeled gravity was interpolated from observed gravity values.
 JO0204
 JO0204.The observed gravity was obtained from relative gravimeter ties
 JO0204.to the IGSN71 gravity network.
 JO0204
 JO0204;                    North         East    Units  Estimated Accuracy
 JO0204;SPC UT S     - 3,209,380.      370,590.      MT  (+/- 180 meters Scaled)
 JO0204
 JO0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH270680(NAD 83)
 JO0204
 JO0204                          SUPERSEDED SURVEY CONTROL
 JO0204
 JO0204  NGVD 29 (??/??/92) 1495.320  (m)         4905.90   (f) ADJ UNCH    1 1
 JO0204
 JO0204.Superseded values are not recommended for survey control.
 JO0204
 JO0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0204.See file dsdata.pdf to determine how the superseded data were derived.
 JO0204
 JO0204_MARKER: Q = CHISELED SQUARE
 JO0204_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JO0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0204
 JO0204  HISTORY     - Date     Condition        Report By
 JO0204  HISTORY     - 1908     MONUMENTED       CGS
 JO0204  HISTORY     - 1970     GOOD             NGS
 JO0204
 JO0204                          STATION DESCRIPTION
 JO0204
 JO0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0204'11.9 MI S FROM BLACK ROCK.
 JO0204'11.9 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JO0204'BLACK ROCK, 10.7 MILES NORTH OF MILFORD, 174 FEET EAST-SOUTHEAST AND
 JO0204'ACROSS THE TRACK FROM THE FIRST POLE SOUTH OF MILEPOLE 587.50, 3 1/2
 JO0204'POLES NORTH OF A SEMAPHORE, 74.0 FEET EAST OF THE EAST RAIL, 23.7 FEET
 JO0204'WEST OF A FENCE, 59 1/2 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 1.8
 JO0204'NORTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, THE BOTTOM
 JO0204'OF A SQUARE HOLE IN THE TOP OF A STONE POST PROJECTING 0.7 FOOT ABOVE
 JO0204'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0296 ***********************************************************************
 JN0296  DESIGNATION -  D 50
 JN0296  PID         -  JN0296
 JN0296  STATE/COUNTY-  UT/SEVIER
 JN0296  COUNTRY     -  US
 JN0296  USGS QUAD   -  STEVES MOUNTAIN (2017)
 JN0296
 JN0296                         *CURRENT SURVEY CONTROL
 JN0296  ______________________________________________________________________
 JN0296* NAD 83(1986) POSITION- 38 54 07.     (N) 111 37 59.     (W)   SCALED
 JN0296* NAVD 88 ORTHO HEIGHT -  1933.397 (meters)     6343.15  (feet) ADJUSTED
 JN0296  ______________________________________________________________________
 JN0296  GEOID HEIGHT    -        -17.421 (meters)                     GEOID18
 JN0296  DYNAMIC HEIGHT  -       1931.300 (meters)     6336.27  (feet) COMP
 JN0296  MODELED GRAVITY -    979,474.4   (mgal)                       NAVD 88
 JN0296
 JN0296  VERT ORDER      -  SECOND    CLASS 0
 JN0296
 JN0296.The horizontal coordinates were scaled from a map and have
 JN0296.an estimated accuracy of +/- 6 seconds.
 JN0296
 JN0296.The orthometric height was determined by differential leveling and
 JN0296.adjusted by the NATIONAL GEODETIC SURVEY
 JN0296.in June 1991.
 JN0296
 JN0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0296.GEOID18 height accuracy estimate available here.
 JN0296
 JN0296.Click photographs - Photos may exist for this station.
 JN0296
 JN0296.The dynamic height is computed by dividing the NAVD 88
 JN0296.geopotential number by the normal gravity value computed on the
 JN0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0296.degrees latitude (g = 980.6199 gals.).
 JN0296
 JN0296.The modeled gravity was interpolated from observed gravity values.
 JN0296
 JN0296;                    North         East    Units  Estimated Accuracy
 JN0296;SPC UT C     - 2,063,140.      488,460.      MT  (+/- 180 meters Scaled)
 JN0296
 JN0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ451060(NAD 83)
 JN0296
 JN0296                          SUPERSEDED SURVEY CONTROL
 JN0296
 JN0296  NGVD 29 (??/??/92) 1932.145  (m)         6339.05   (f) ADJ UNCH    2 0
 JN0296
 JN0296.Superseded values are not recommended for survey control.
 JN0296
 JN0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0296.See file dsdata.pdf to determine how the superseded data were derived.
 JN0296
 JN0296_MARKER: DD = SURVEY DISK
 JN0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0296_STAMPING: D 50 1934
 JN0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0296+STABILITY: SURFACE MOTION
 JN0296
 JN0296  HISTORY     - Date     Condition        Report By
 JN0296  HISTORY     - 1934     MONUMENTED       BPR
 JN0296  HISTORY     - 1964     MARK NOT FOUND   USGS
 JN0296
 JN0296                          STATION DESCRIPTION
 JN0296
 JN0296'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1934
 JN0296'15.6 MI E FROM SALINA.
 JN0296'ABOUT 15.6 MILES EAST ALONG STATE HIGHWAY 10 FROM THE DENVER AND RIO
 JN0296'GRANDE WESTERN RAILROAD STATION AT SLINA, SEVIER COUNTY, 36 FEET SOUTH
 JN0296'OF THE HIGHWAY, AND 6 FEET NORTH OF THE DENVER AND RIO GRANDE WESTERN
 JN0296'RAILROAD TRACK.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 JN0296'STAMPED D 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JN0296
 JN0296                          STATION RECOVERY (1964)
 JN0296
 JN0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JN0296'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0085 ***********************************************************************
 KN0085  DESIGNATION -  D 51
 KN0085  PID         -  KN0085
 KN0085  STATE/COUNTY-  UT/CARBON
 KN0085  COUNTRY     -  US
 KN0085  USGS QUAD   -  PRICE (2017)
 KN0085
 KN0085                         *CURRENT SURVEY CONTROL
 KN0085  ______________________________________________________________________
 KN0085* NAD 83(1986) POSITION- 39 30 07.     (N) 110 50 24.     (W)   SCALED
 KN0085* NAVD 88 ORTHO HEIGHT -  1743.627 (meters)     5720.55  (feet) ADJUSTED
 KN0085  ______________________________________________________________________
 KN0085  GEOID HEIGHT    -        -17.027 (meters)                     GEOID18
 KN0085  DYNAMIC HEIGHT  -       1741.922 (meters)     5714.96  (feet) COMP
 KN0085  MODELED GRAVITY -    979,586.9   (mgal)                       NAVD 88
 KN0085
 KN0085  VERT ORDER      -  SECOND    CLASS 0
 KN0085
 KN0085.The horizontal coordinates were scaled from a map and have
 KN0085.an estimated accuracy of +/- 6 seconds.
 KN0085
 KN0085.The orthometric height was determined by differential leveling and
 KN0085.adjusted by the NATIONAL GEODETIC SURVEY
 KN0085.in June 1991.
 KN0085
 KN0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0085.GEOID18 height accuracy estimate available here.
 KN0085
 KN0085.Click photographs - Photos may exist for this station.
 KN0085
 KN0085.The dynamic height is computed by dividing the NAVD 88
 KN0085.geopotential number by the normal gravity value computed on the
 KN0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0085.degrees latitude (g = 980.6199 gals.).
 KN0085
 KN0085.The modeled gravity was interpolated from observed gravity values.
 KN0085
 KN0085;                    North         East    Units  Estimated Accuracy
 KN0085;SPC UT C     - 2,129,950.      556,760.      MT  (+/- 180 meters Scaled)
 KN0085
 KN0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ137724(NAD 83)
 KN0085
 KN0085                          SUPERSEDED SURVEY CONTROL
 KN0085
 KN0085  NGVD 29 (??/??/92) 1742.57   (m)         5717.1    (f) COMPUTED    2 0
 KN0085
 KN0085.Superseded values are not recommended for survey control.
 KN0085
 KN0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0085.See file dsdata.pdf to determine how the superseded data were derived.
 KN0085
 KN0085_MARKER: DB = BENCH MARK DISK
 KN0085_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0085_SP_SET: CULVERT HEADWALL
 KN0085_STAMPING: D 51 1934
 KN0085_MARK LOGO: CGS
 KN0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0085+STABILITY: SURFACE MOTION
 KN0085
 KN0085  HISTORY     - Date     Condition        Report By
 KN0085  HISTORY     - 1934     MONUMENTED       CGS
 KN0085  HISTORY     - 20101223 MARK NOT FOUND   INDIV
 KN0085
 KN0085                          STATION DESCRIPTION
 KN0085
 KN0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0085'7.2 MI SW FROM PRICE.
 KN0085'ABOUT 7.2 MILES SOUTHWEST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 KN0085'AT PRICE, CARBON COUNTY, AT THE FOOT OF A HILL, 20 FEET EAST OF A
 KN0085'POLE, AND IN THE TOP OF THE CONCRETE HEAD WALL OF A CULVERT WEST OF
 KN0085'THE HIGHWAY.  A STANDARD DISK, STAMPED D 51 1934.
 KN0085
 KN0085                          STATION RECOVERY (2010)
 KN0085
 KN0085'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BG)
 KN0085'MARK NOT FOUND, PROBABLY DESTROYED BY HIGHWAY WIDENING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0015 ***********************************************************************
 KN0015  DESIGNATION -  D 52
 KN0015  PID         -  KN0015
 KN0015  STATE/COUNTY-  UT/CARBON
 KN0015  COUNTRY     -  US
 KN0015  USGS QUAD   -  WOOD CANYON (2017)
 KN0015
 KN0015                         *CURRENT SURVEY CONTROL
 KN0015  ______________________________________________________________________
 KN0015* NAD 83(1986) POSITION- 39 46 45.     (N) 110 26 51.     (W)   SCALED
 KN0015* NAVD 88 ORTHO HEIGHT -  2008.797 (meters)     6590.53  (feet) ADJUSTED
 KN0015  ______________________________________________________________________
 KN0015  GEOID HEIGHT    -        -16.628 (meters)                     GEOID18
 KN0015  DYNAMIC HEIGHT  -       2006.715 (meters)     6583.70  (feet) COMP
 KN0015  MODELED GRAVITY -    979,518.4   (mgal)                       NAVD 88
 KN0015
 KN0015  VERT ORDER      -  SECOND    CLASS 0
 KN0015
 KN0015.The horizontal coordinates were scaled from a map and have
 KN0015.an estimated accuracy of +/- 6 seconds.
 KN0015
 KN0015.The orthometric height was determined by differential leveling and
 KN0015.adjusted by the NATIONAL GEODETIC SURVEY
 KN0015.in June 1991.
 KN0015
 KN0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0015.GEOID18 height accuracy estimate available here.
 KN0015
 KN0015.Click photographs - Photos may exist for this station.
 KN0015
 KN0015.The dynamic height is computed by dividing the NAVD 88
 KN0015.geopotential number by the normal gravity value computed on the
 KN0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0015.degrees latitude (g = 980.6199 gals.).
 KN0015
 KN0015.The modeled gravity was interpolated from observed gravity values.
 KN0015
 KN0015;                    North         East    Units  Estimated Accuracy
 KN0015;SPC UT C     - 2,161,050.      590,160.      MT  (+/- 180 meters Scaled)
 KN0015
 KN0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK473033(NAD 83)
 KN0015
 KN0015                          SUPERSEDED SURVEY CONTROL
 KN0015
 KN0015  NGVD 29 (??/??/92) 2007.523  (m)         6586.35   (f) ADJ UNCH    2 0
 KN0015
 KN0015.Superseded values are not recommended for survey control.
 KN0015
 KN0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0015.See file dsdata.pdf to determine how the superseded data were derived.
 KN0015
 KN0015_MARKER: DB = BENCH MARK DISK
 KN0015_SETTING: 80 = SET IN A BOULDER
 KN0015_STAMPING: D 52 1934
 KN0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0015+STABILITY: SURFACE MOTION
 KN0015
 KN0015  HISTORY     - Date     Condition        Report By
 KN0015  HISTORY     - 1934     MONUMENTED       CGS
 KN0015
 KN0015                          STATION DESCRIPTION
 KN0015
 KN0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0015'3.9 MI E FROM WELLINGTON.
 KN0015'ABOUT 3.9 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE DENVER AND RIO
 KN0015'GRANDE WESTERN RAILROAD STATION AT WELLINGTON, CARBON COUNTY, THENCE
 KN0015'ABOUT 22.8 MILES NORTHEAST ALONG STATE HIGHWAY 53.  IN NINE MILE
 KN0015'CANYON, ABOUT 12.0 MILES NORTH OF THE NINE MILE COAL MINE, ABOUT 0.5
 KN0015'MILE NORTH OF BENCH MARK C 52, DESCRIBED BELOW, ABOUT 0.3 MILE NORTH
 KN0015'OF A CORRAL AND SHEDS, ABOUT 0.1 MILE NORTH OF A POLE GATE, 15 FEET
 KN0015'WEST OF THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A SANDSTONE
 KN0015'BOULDER.  A STANDARD DISK, STAMPED D 52 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0062 ***********************************************************************
 LO0062  DESIGNATION -  D 53
 LO0062  PID         -  LO0062
 LO0062  STATE/COUNTY-  UT/DUCHESNE
 LO0062  COUNTRY     -  US
 LO0062  USGS QUAD   -  DUCHESNE (2017)
 LO0062
 LO0062                         *CURRENT SURVEY CONTROL
 LO0062  ______________________________________________________________________
 LO0062* NAD 83(1986) POSITION- 40 10 57.     (N) 110 28 00.     (W)   SCALED
 LO0062* NAVD 88 ORTHO HEIGHT -  1713.556 (meters)     5621.89  (feet) ADJUSTED
 LO0062  ______________________________________________________________________
 LO0062  GEOID HEIGHT    -        -17.001 (meters)                     GEOID18
 LO0062  DYNAMIC HEIGHT  -       1711.875 (meters)     5616.38  (feet) COMP
 LO0062  MODELED GRAVITY -    979,585.6   (mgal)                       NAVD 88
 LO0062
 LO0062  VERT ORDER      -  SECOND    CLASS 0
 LO0062
 LO0062.The horizontal coordinates were scaled from a map and have
 LO0062.an estimated accuracy of +/- 6 seconds.
 LO0062
 LO0062.The orthometric height was determined by differential leveling and
 LO0062.adjusted by the NATIONAL GEODETIC SURVEY
 LO0062.in June 1991.
 LO0062
 LO0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0062.GEOID18 height accuracy estimate available here.
 LO0062
 LO0062.Click photographs - Photos may exist for this station.
 LO0062
 LO0062.The dynamic height is computed by dividing the NAVD 88
 LO0062.geopotential number by the normal gravity value computed on the
 LO0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0062.degrees latitude (g = 980.6199 gals.).
 LO0062
 LO0062.The modeled gravity was interpolated from observed gravity values.
 LO0062
 LO0062;                    North         East    Units  Estimated Accuracy
 LO0062;SPC UT C     - 2,205,800.      588,000.      MT  (+/- 180 meters Scaled)
 LO0062
 LO0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK454481(NAD 83)
 LO0062
 LO0062                          SUPERSEDED SURVEY CONTROL
 LO0062
 LO0062  NGVD 29 (??/??/92) 1712.24   (m)         5617.6    (f) COMPUTED    2 0
 LO0062
 LO0062.Superseded values are not recommended for survey control.
 LO0062
 LO0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0062.See file dsdata.pdf to determine how the superseded data were derived.
 LO0062
 LO0062_MARKER: DB = BENCH MARK DISK
 LO0062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0062_SP_SET: CULVERT
 LO0062_STAMPING: D 53 1934
 LO0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0062
 LO0062  HISTORY     - Date     Condition        Report By
 LO0062  HISTORY     - 1934     MONUMENTED       CGS
 LO0062  HISTORY     - 1963     GOOD             USGS
 LO0062
 LO0062                          STATION DESCRIPTION
 LO0062
 LO0062'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LO0062'3.9 MI W FROM DUCHESNE.
 LO0062'3.9 MILES WEST ALONG U.S. HIGHWAY 40 FROM INTERSECTION OF STATE
 LO0062'HIGHWAY 35 AT DUCHESNE, AT THE ENTRANCE TO A VALLEY ABOUT 60 FEET
 LO0062'SOUTHWEST OF INTERSECTION OF DIRT ROAD SOUTH AND 20 FEET SOUTH OF
 LO0062'CENTERLINE OF HIGHWAY IN THE TOP OF SOUTH HEADWALL OF CONCRETE CULVERT
 LO0062'FOR ABANDONED IRRIGATION DITCH AND ABOUT 0.8 FEET BELOW SURFACE OF
 LO0062'ROAD SHOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0434 ***********************************************************************
 LO0434  DESIGNATION -  D 54
 LO0434  PID         -  LO0434
 LO0434  STATE/COUNTY-  UT/UTAH
 LO0434  COUNTRY     -  US
 LO0434  USGS QUAD   -  STRAWBERRY RESERVOIR NW (2017)
 LO0434
 LO0434                         *CURRENT SURVEY CONTROL
 LO0434  ______________________________________________________________________
 LO0434* NAD 83(1986) POSITION- 40 09 31.     (N) 111 14 19.     (W)   SCALED
 LO0434* NAVD 88 ORTHO HEIGHT -  2400.547 (meters)     7875.79  (feet) ADJUSTED
 LO0434  ______________________________________________________________________
 LO0434  GEOID HEIGHT    -        -15.781 (meters)                     GEOID18
 LO0434  DYNAMIC HEIGHT  -       2398.054 (meters)     7867.62  (feet) COMP
 LO0434  MODELED GRAVITY -    979,499.6   (mgal)                       NAVD 88
 LO0434
 LO0434  VERT ORDER      -  SECOND    CLASS 0
 LO0434
 LO0434.The horizontal coordinates were scaled from a map and have
 LO0434.an estimated accuracy of +/- 6 seconds.
 LO0434
 LO0434.The orthometric height was determined by differential leveling and
 LO0434.adjusted by the NATIONAL GEODETIC SURVEY
 LO0434.in June 1991.
 LO0434
 LO0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0434.GEOID18 height accuracy estimate available here.
 LO0434
 LO0434.Click photographs - Photos may exist for this station.
 LO0434
 LO0434.The dynamic height is computed by dividing the NAVD 88
 LO0434.geopotential number by the normal gravity value computed on the
 LO0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0434.degrees latitude (g = 980.6199 gals.).
 LO0434
 LO0434.The modeled gravity was interpolated from observed gravity values.
 LO0434
 LO0434;                    North         East    Units  Estimated Accuracy
 LO0434;SPC UT C     - 2,202,670.      522,270.      MT  (+/- 180 meters Scaled)
 LO0434
 LO0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK796453(NAD 83)
 LO0434
 LO0434                          SUPERSEDED SURVEY CONTROL
 LO0434
 LO0434  NGVD 29 (??/??/92) 2399.233  (m)         7871.48   (f) ADJ UNCH    2 0
 LO0434
 LO0434.Superseded values are not recommended for survey control.
 LO0434
 LO0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0434.See file dsdata.pdf to determine how the superseded data were derived.
 LO0434
 LO0434_MARKER: DB = BENCH MARK DISK
 LO0434_SETTING: 80 = SET IN A BOULDER
 LO0434_STAMPING: D 54 1934
 LO0434_MARK LOGO: CGS
 LO0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0434+STABILITY: SURFACE MOTION
 LO0434
 LO0434  HISTORY     - Date     Condition        Report By
 LO0434  HISTORY     - 1934     MONUMENTED       CGS
 LO0434  HISTORY     - 19891001 MARK NOT FOUND   USPSQD
 LO0434
 LO0434                          STATION DESCRIPTION
 LO0434
 LO0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0434'22.8 MI W FROM FRUITLAND.
 LO0434'IN WASATCH COUNTY, 22.8 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0434'OFFICE AT FRUITLAND, DUCHESNE COUNTY, THENCE 10.6 MILES SOUTH ALONG
 LO0434'THE ROAD LEADING TO THISTLE.  1-1/2 MILES NORTH OF THE WEST PORTAL OF
 LO0434'A DIVERSION TUNNEL, 0.7 MILE NORTH OF A TO SECOND WATER, THIRD WATER,
 LO0434'FOURTH WATER, AND FIFTH WATER SIGN, ON THE OUTSIDE OF A CURVE, AND IN
 LO0434'A BOULDER.  A STANDARD DISK, STAMPED D 54 1934.
 LO0434
 LO0434                          STATION RECOVERY (1989)
 LO0434
 LO0434'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLD)
 LO0434'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0317 ***********************************************************************
 KN0317  DESIGNATION -  D 55
 KN0317  PID         -  KN0317
 KN0317  STATE/COUNTY-  UT/UTAH
 KN0317  COUNTRY     -  US
 KN0317  USGS QUAD   -  SANTAQUIN (2017)
 KN0317
 KN0317                         *CURRENT SURVEY CONTROL
 KN0317  ______________________________________________________________________
 KN0317* NAD 83(1986) POSITION- 39 59 33.     (N) 111 47 31.     (W)   SCALED
 KN0317* NAVD 88 ORTHO HEIGHT -  1465.504 (meters)     4808.07  (feet) ADJUSTED
 KN0317  ______________________________________________________________________
 KN0317  GEOID HEIGHT    -        -17.403 (meters)                     GEOID18
 KN0317  DYNAMIC HEIGHT  -       1464.205 (meters)     4803.81  (feet) COMP
 KN0317  MODELED GRAVITY -    979,688.6   (mgal)                       NAVD 88
 KN0317
 KN0317  VERT ORDER      -  SECOND    CLASS 0
 KN0317
 KN0317.The horizontal coordinates were scaled from a map and have
 KN0317.an estimated accuracy of +/- 6 seconds.
 KN0317
 KN0317.The orthometric height was determined by differential leveling and
 KN0317.adjusted by the NATIONAL GEODETIC SURVEY
 KN0317.in June 1991.
 KN0317
 KN0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0317.GEOID18 height accuracy estimate available here.
 KN0317
 KN0317.Click photographs - Photos may exist for this station.
 KN0317
 KN0317.The dynamic height is computed by dividing the NAVD 88
 KN0317.geopotential number by the normal gravity value computed on the
 KN0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0317.degrees latitude (g = 980.6199 gals.).
 KN0317
 KN0317.The modeled gravity was interpolated from observed gravity values.
 KN0317
 KN0317;                    North         East    Units  Estimated Accuracy
 KN0317;SPC UT C     - 2,184,240.      475,070.      MT  (+/- 180 meters Scaled)
 KN0317
 KN0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK323272(NAD 83)
 KN0317
 KN0317                          SUPERSEDED SURVEY CONTROL
 KN0317
 KN0317  NGVD 29 (??/??/92) 1464.438  (m)         4804.58   (f) ADJ UNCH    2 0
 KN0317
 KN0317.Superseded values are not recommended for survey control.
 KN0317
 KN0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0317.See file dsdata.pdf to determine how the superseded data were derived.
 KN0317
 KN0317_MARKER: DB = BENCH MARK DISK
 KN0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0317_STAMPING: D 55 1934
 KN0317_MARK LOGO: CGS
 KN0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0317+STABILITY: SURFACE MOTION
 KN0317
 KN0317  HISTORY     - Date     Condition        Report By
 KN0317  HISTORY     - 1934     MONUMENTED       CGS
 KN0317  HISTORY     - 1975     MARK NOT FOUND   USGS
 KN0317
 KN0317                          STATION DESCRIPTION
 KN0317
 KN0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0317'1.2 MI NE FROM SANTAQUIN.
 KN0317'ABOUT 1.2 MILES NORTHEAST ALONG THE LOS ANGELES AND SALT LAKE RAILROAD
 KN0317'FROM THE STATION AT SANTAQUIN, UTAH COUNTY, ABOUT 1 POLE SOUTHWEST OF
 KN0317'MILEPOST 732, ABOUT 1/2 RAIL NORTHEAST OF THE CENTER OF A ROAD
 KN0317'CROSSING, AND 24 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK. A
 KN0317'STANDARD DISK, STAMPED D 55 1934 AND SET IN THE TOP OF A CONCRETE
 KN0317'POST.
 KN0317
 KN0317                          STATION RECOVERY (1975)
 KN0317
 KN0317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KN0317'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0339 ***********************************************************************
 KN0339  DESIGNATION -  D 56
 KN0339  PID         -  KN0339
 KN0339  STATE/COUNTY-  UT/UTAH
 KN0339  COUNTRY     -  US
 KN0339  USGS QUAD   -  EUREKA (2017)
 KN0339
 KN0339                         *CURRENT SURVEY CONTROL
 KN0339  ______________________________________________________________________
 KN0339* NAD 83(1986) POSITION- 39 58 46.34   (N) 112 00 04.92   (W)   HD_HELD1
 KN0339* NAVD 88 ORTHO HEIGHT -  1546.399 (meters)     5073.48  (feet) ADJUSTED
 KN0339  ______________________________________________________________________
 KN0339  GEOID HEIGHT    -        -17.706 (meters)                     GEOID18
 KN0339  DYNAMIC HEIGHT  -       1545.000 (meters)     5068.89  (feet) COMP
 KN0339  MODELED GRAVITY -    979,667.6   (mgal)                       NAVD 88
 KN0339
 KN0339  VERT ORDER      -  SECOND    CLASS 0
 KN0339
 KN0339.The horizontal coordinates were determined by differentially corrected
 KN0339.hand held GPS observations or other comparable positioning techniques
 KN0339.and have an estimated accuracy of +/- 3 meters.
 KN0339
 KN0339.The orthometric height was determined by differential leveling and
 KN0339.adjusted by the NATIONAL GEODETIC SURVEY
 KN0339.in June 1991.
 KN0339
 KN0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0339.GEOID18 height accuracy estimate available here.
 KN0339
 KN0339.Click photographs - Photos may exist for this station.
 KN0339
 KN0339.The dynamic height is computed by dividing the NAVD 88
 KN0339.geopotential number by the normal gravity value computed on the
 KN0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0339.degrees latitude (g = 980.6199 gals.).
 KN0339
 KN0339.The modeled gravity was interpolated from observed gravity values.
 KN0339
 KN0339;                    North         East    Units  Estimated Accuracy
 KN0339;SPC UT C     - 2,182,879.7     457,178.0     MT  (+/- 3 meters HH1 GPS) 
 KN0339
 KN0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK1449725966(NAD 83)
 KN0339
 KN0339                          SUPERSEDED SURVEY CONTROL
 KN0339
 KN0339  NGVD 29 (??/??/92) 1545.286  (m)         5069.83   (f) ADJ UNCH    2 0
 KN0339
 KN0339.Superseded values are not recommended for survey control.
 KN0339
 KN0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0339.See file dsdata.pdf to determine how the superseded data were derived.
 KN0339
 KN0339_MARKER: DB = BENCH MARK DISK
 KN0339_SETTING: 80 = SET IN A BOULDER
 KN0339_STAMPING: D 56 1934
 KN0339_MARK LOGO: CGS
 KN0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0339+STABILITY: SURFACE MOTION
 KN0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0339+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2019
 KN0339
 KN0339  HISTORY     - Date     Condition        Report By
 KN0339  HISTORY     - 1934     MONUMENTED       CGS
 KN0339  HISTORY     - 20020715 GOOD             INDIV
 KN0339  HISTORY     - 20190309 GOOD             NONE
 KN0339
 KN0339                          STATION DESCRIPTION
 KN0339
 KN0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0339'5.9 MI W FROM GOSHEN.
 KN0339'ABOUT 5.9 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0339'FROM THE STATION AT GOSHEN, UTAH COUNTY, AT A MINING CAMP, NEAR THE
 KN0339'SHEEP PENS, ABOUT 110 FEET EAST OF THE CENTER LINE OF THE TRACK, IN
 KN0339'THE TOP OF A LONE BOULDER, AND 1 FOOT ABOVE THE GROUND.  A STANDARD
 KN0339'DISK, STAMPED D 56 1934.
 KN0339
 KN0339                          STATION RECOVERY (2002)
 KN0339
 KN0339'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RW)
 KN0339'RECOVERED IN GOOD CONDITION.
 KN0339
 KN0339                          STATION RECOVERY (2019)
 KN0339
 KN0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (TDC)
 KN0339'CAP IS IN GOOD CONDITION HOWEVER IT HAS BEEN CEMENTED AT APPROXIMATELY
 KN0339'A 45 DEGREE ANGLE ON THE BOULDER IT WAS SET IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0125 ***********************************************************************
 HO0125  DESIGNATION -  D 57
 HO0125  PID         -  HO0125
 HO0125  STATE/COUNTY-  UT/KANE
 HO0125  COUNTRY     -  US
 HO0125  USGS QUAD   -  KANAB (2017)
 HO0125
 HO0125                         *CURRENT SURVEY CONTROL
 HO0125  ______________________________________________________________________
 HO0125* NAD 83(1986) POSITION- 37 06 02.     (N) 112 32 54.     (W)   SCALED
 HO0125* NAVD 88 ORTHO HEIGHT -  1547.167 (meters)     5076.00  (feet) ADJUSTED
 HO0125  ______________________________________________________________________
 HO0125  GEOID HEIGHT    -        -21.941 (meters)                     GEOID18
 HO0125  DYNAMIC HEIGHT  -       1545.380 (meters)     5070.13  (feet) COMP
 HO0125  MODELED GRAVITY -    979,421.6   (mgal)                       NAVD 88
 HO0125
 HO0125  VERT ORDER      -  FIRST     CLASS II
 HO0125
 HO0125.The horizontal coordinates were scaled from a map and have
 HO0125.an estimated accuracy of +/- 6 seconds.
 HO0125
 HO0125.The orthometric height was determined by differential leveling and
 HO0125.adjusted by the NATIONAL GEODETIC SURVEY
 HO0125.in April 2014.
 HO0125
 HO0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0125.GEOID18 height accuracy estimate available here.
 HO0125
 HO0125.Click photographs - Photos may exist for this station.
 HO0125
 HO0125.The dynamic height is computed by dividing the NAVD 88
 HO0125.geopotential number by the normal gravity value computed on the
 HO0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0125.degrees latitude (g = 980.6199 gals.).
 HO0125
 HO0125.The modeled gravity was interpolated from observed gravity values.
 HO0125
 HO0125;                    North         East    Units  Estimated Accuracy
 HO0125;SPC UT S     - 3,048,680.      406,810.      MT  (+/- 180 meters Scaled)
 HO0125
 HO0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG624071(NAD 83)
 HO0125
 HO0125                          SUPERSEDED SURVEY CONTROL
 HO0125
 HO0125  NAVD 88 (??/??/92) 1547.173  (m)         5076.02   (f) SUPERSEDED  3 0
 HO0125  NGVD 29 (??/??/92) 1546.197  (m)         5072.81   (f) ADJ UNCH    1 2
 HO0125
 HO0125.Superseded values are not recommended for survey control.
 HO0125
 HO0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0125.See file dsdata.pdf to determine how the superseded data were derived.
 HO0125
 HO0125_MARKER: DB = BENCH MARK DISK
 HO0125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HO0125_SP_SET: BRIDGE PARAPET
 HO0125_STAMPING: D 57 1934
 HO0125_MARK LOGO: CGS
 HO0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0125
 HO0125  HISTORY     - Date     Condition        Report By
 HO0125  HISTORY     - 1934     MONUMENTED       CGS
 HO0125  HISTORY     - 1980     MARK NOT FOUND   USGS
 HO0125  HISTORY     - 1983     MARK NOT FOUND   NGS
 HO0125
 HO0125                          STATION DESCRIPTION
 HO0125
 HO0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0125'4.1 MI NW FROM KANAB.
 HO0125'4.1 MILES NORTHWEST ALONG U. S. HIGHWAY 89 FROM KANAB, KANE COUNTY, 6
 HO0125'FEET SOUTH OF THE NORTH END OF THE CONCRETE BRIDGE OVER KANAB CREEK,
 HO0125'IN THE TOP OF THE WEST GUARDRAIL, 12 FEET WEST OF THE CENTERLINE OF
 HO0125'THE BRIDGE, AND 12 INCHES HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 HO0125'STAMPED D 57 1934.
 HO0125
 HO0125                          STATION RECOVERY (1980)
 HO0125
 HO0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HO0125'MARK NOT FOUND.
 HO0125
 HO0125                          STATION RECOVERY (1983)
 HO0125
 HO0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0125'NOT RECOVERED.  NEW BRIDGE AT DESCRIBED LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0251 ***********************************************************************
 HO0251  DESIGNATION -  D 58
 HO0251  PID         -  HO0251
 HO0251  STATE/COUNTY-  UT/WASHINGTON
 HO0251  COUNTRY     -  US
 HO0251  USGS QUAD   -  SHIVWITS (2017)
 HO0251
 HO0251                         *CURRENT SURVEY CONTROL
 HO0251  ______________________________________________________________________
 HO0251* NAD 83(1986) POSITION- 37 09 08.3    (N) 113 47 48.6    (W)   HD_HELD2
 HO0251* NAVD 88 ORTHO HEIGHT -  1181.697 (meters)     3876.95  (feet) ADJUSTED
 HO0251  ______________________________________________________________________
 HO0251  GEOID HEIGHT    -        -24.490 (meters)                     GEOID18
 HO0251  DYNAMIC HEIGHT  -       1180.450 (meters)     3872.86  (feet) COMP
 HO0251  MODELED GRAVITY -    979,535.0   (mgal)                       NAVD 88
 HO0251  OBS GRAVITY     -    979,533.9   (mgal)                       GRAV_OBS
 HO0251
 HO0251  VERT ORDER      -  FIRST     CLASS II
 HO0251
 HO0251.The horizontal coordinates were established by autonomous hand held GPS
 HO0251.observations and have an estimated accuracy of +/- 10 meters.
 HO0251
 HO0251.The orthometric height was determined by differential leveling and
 HO0251.adjusted by the NATIONAL GEODETIC SURVEY
 HO0251.in June 1991.
 HO0251
 HO0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0251.GEOID18 height accuracy estimate available here.
 HO0251
 HO0251.Click photographs - Photos may exist for this station.
 HO0251
 HO0251.The dynamic height is computed by dividing the NAVD 88
 HO0251.geopotential number by the normal gravity value computed on the
 HO0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0251.degrees latitude (g = 980.6199 gals.).
 HO0251
 HO0251.The modeled gravity was interpolated from observed gravity values.
 HO0251
 HO0251.The observed gravity was obtained from relative gravimeter ties
 HO0251.to the IGSN71 gravity network.
 HO0251
 HO0251;                    North         East    Units  Estimated Accuracy
 HO0251;SPC UT S     - 3,056,404.      295,982.      MT  (+/- 10 meters HH2 GPS)
 HO0251
 HO0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG5161915431(NAD 83)
 HO0251
 HO0251                          SUPERSEDED SURVEY CONTROL
 HO0251
 HO0251  NGVD 29 (??/??/92) 1180.821  (m)         3874.08   (f) ADJ UNCH    1 2
 HO0251
 HO0251.Superseded values are not recommended for survey control.
 HO0251
 HO0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0251.See file dsdata.pdf to determine how the superseded data were derived.
 HO0251
 HO0251_MARKER: DB = BENCH MARK DISK
 HO0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0251_STAMPING: D 58 1934
 HO0251_MARK LOGO: CGS
 HO0251_PROJECTION: PROJECTING 5 CENTIMETERS
 HO0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0251+STABILITY: SURFACE MOTION
 HO0251
 HO0251  HISTORY     - Date     Condition        Report By
 HO0251  HISTORY     - 1934     MONUMENTED       CGS
 HO0251  HISTORY     - 1982     GOOD             NGS
 HO0251
 HO0251                          STATION DESCRIPTION
 HO0251
 HO0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0251'15.6 MI W FROM ST GEORGE.
 HO0251'15.6 MILES WEST ALONG US HWY NO. 91.  ON US HWY NO. 91.  AT ABOUT THE
 HO0251'CENTER OF A 1000 FT NORTH-SOUTH TANGENT, 100 FEET EAST OF A LARGE DRY
 HO0251'WASH, 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 60 FEET
 HO0251'NORTH OF A 2 FOOT C.I. PIPE CULVERT WITH CONCRETE HEADWALLS.
 HO0251
 HO0251                          STATION RECOVERY (1982)
 HO0251
 HO0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0251'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 HO0251'17.4 KM (10.85 MI) WEST ALONG OLD US HIGHWAY 91 FROM THE CHURCH OF
 HO0251'LATTER DAY SAINTS IN SANTA CLARA, AT THE WEST END OF A SANDY RIDGE,
 HO0251'0.35 KM (0.2 MI) NORTHEAST OF THE NORTHEAST END OF A CURVE, 9.0 METERS
 HO0251'(29.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 17.7 METERS (58 FT)
 HO0251'NORTHEAST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL FOR
 HO0251'A 24 INCH CORRUGATED METAL PIPE CULVERT, 10.0 METERS (33 FT) NORTHWEST
 HO0251'OF THE RIGHT OF WAY FENCE.
 HO0251'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 HO0251'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0371 ***********************************************************************
 MS0371  DESIGNATION -  D 59
 MS0371  PID         -  MS0371
 MS0371  STATE/COUNTY-  UT/BOX ELDER
 MS0371  COUNTRY     -  US
 MS0371  USGS QUAD   -  LUCIN NW (2017)
 MS0371
 MS0371                         *CURRENT SURVEY CONTROL
 MS0371  ______________________________________________________________________
 MS0371* NAD 83(1986) POSITION- 41 26 35.52   (N) 113 53 32.46   (W)   HD_HELD1
 MS0371* NAVD 88 ORTHO HEIGHT -  1451.045 (meters)     4760.64  (feet) ADJUSTED
 MS0371  ______________________________________________________________________
 MS0371  GEOID HEIGHT    -        -16.556 (meters)                     GEOID18
 MS0371  DYNAMIC HEIGHT  -       1449.982 (meters)     4757.15  (feet) COMP
 MS0371  MODELED GRAVITY -    979,840.1   (mgal)                       NAVD 88
 MS0371
 MS0371  VERT ORDER      -  FIRST     CLASS II
 MS0371
 MS0371.The horizontal coordinates were determined by differentially corrected
 MS0371.hand held GPS observations or other comparable positioning techniques
 MS0371.and have an estimated accuracy of +/- 3 meters.
 MS0371
 MS0371.The orthometric height was determined by differential leveling and
 MS0371.adjusted by the NATIONAL GEODETIC SURVEY
 MS0371.in June 1991.
 MS0371
 MS0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0371.GEOID18 height accuracy estimate available here.
 MS0371
 MS0371.Click photographs - Photos may exist for this station.
 MS0371
 MS0371.The dynamic height is computed by dividing the NAVD 88
 MS0371.geopotential number by the normal gravity value computed on the
 MS0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0371.degrees latitude (g = 980.6199 gals.).
 MS0371
 MS0371.The modeled gravity was interpolated from observed gravity values.
 MS0371
 MS0371;                    North         East    Units  Estimated Accuracy
 MS0371;SPC UT N     - 1,126,003.5     300,106.3     MT  (+/- 3 meters HH1 GPS) 
 MS0371
 MS0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL5837291996(NAD 83)
 MS0371
 MS0371                          SUPERSEDED SURVEY CONTROL
 MS0371
 MS0371  NGVD 29 (??/??/92) 1449.985  (m)         4757.16   (f) ADJ UNCH    1 2
 MS0371
 MS0371.Superseded values are not recommended for survey control.
 MS0371
 MS0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0371.See file dsdata.pdf to determine how the superseded data were derived.
 MS0371
 MS0371_MARKER: DB = BENCH MARK DISK
 MS0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0371_STAMPING: D 59 1934
 MS0371_MARK LOGO: CGS
 MS0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0371+STABILITY: SURFACE MOTION
 MS0371
 MS0371  HISTORY     - Date     Condition        Report By
 MS0371  HISTORY     - 1934     MONUMENTED       CGS
 MS0371
 MS0371                          STATION DESCRIPTION
 MS0371
 MS0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0371'6.7 MI N FROM LUCIN.
 MS0371'6.7 MILES NORTH ALONG GROUSE CREEK ROAD FROM THE SOUTHERN PACIFIC CO.
 MS0371'RAILROAD STATION AT LUCIN, BOX ELDER COUNTY, 0.5 MILE NORTH OF A JOG
 MS0371'TO THE EAST AROUND A POINTED RIDGE, 350 FEET NORTH OF A RIDGE RUNNING
 MS0371'EAST AND WEST, AND 45 FEET EAST OF THE CENTERLINE OF THE ROAD. A
 MS0371'STANDARD DISK, STAMPED D 59 1934 AND SET IN THE TOP OF A CONCRETE
 MS0371'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0282 ***********************************************************************
 MR0282  DESIGNATION -  D 61
 MR0282  PID         -  MR0282
 MR0282  STATE/COUNTY-  UT/RICH
 MR0282  COUNTRY     -  US
 MR0282  USGS QUAD   -  GARDEN CITY (2017)
 MR0282
 MR0282                         *CURRENT SURVEY CONTROL
 MR0282  ______________________________________________________________________
 MR0282* NAD 83(1986) POSITION- 41 56 55.     (N) 111 23 35.     (W)   SCALED
 MR0282* NAVD 88 ORTHO HEIGHT -  1818.173 (meters)     5965.12  (feet) ADJUSTED
 MR0282  ______________________________________________________________________
 MR0282  GEOID HEIGHT    -        -14.296 (meters)                     GEOID18
 MR0282  DYNAMIC HEIGHT  -       1816.734 (meters)     5960.40  (feet) COMP
 MR0282  MODELED GRAVITY -    979,766.9   (mgal)                       NAVD 88
 MR0282
 MR0282  VERT ORDER      -  SECOND    CLASS 0
 MR0282
 MR0282.The horizontal coordinates were scaled from a map and have
 MR0282.an estimated accuracy of +/- 6 seconds.
 MR0282
 MR0282.The orthometric height was determined by differential leveling and
 MR0282.adjusted by the NATIONAL GEODETIC SURVEY
 MR0282.in June 1991.
 MR0282
 MR0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0282.GEOID18 height accuracy estimate available here.
 MR0282
 MR0282.Click photographs - Photos may exist for this station.
 MR0282
 MR0282.The dynamic height is computed by dividing the NAVD 88
 MR0282.geopotential number by the normal gravity value computed on the
 MR0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0282.degrees latitude (g = 980.6199 gals.).
 MR0282
 MR0282.The modeled gravity was interpolated from observed gravity values.
 MR0282
 MR0282;                    North         East    Units  Estimated Accuracy
 MR0282;SPC UT N     - 1,179,390.      508,870.      MT  (+/- 180 meters Scaled)
 MR0282
 MR0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM674441(NAD 83)
 MR0282
 MR0282                          SUPERSEDED SURVEY CONTROL
 MR0282
 MR0282  NGVD 29 (??/??/92) 1816.94   (m)         5961.1    (f) COMPUTED    2 0
 MR0282
 MR0282.Superseded values are not recommended for survey control.
 MR0282
 MR0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0282.See file dsdata.pdf to determine how the superseded data were derived.
 MR0282
 MR0282_MARKER: DB = BENCH MARK DISK
 MR0282_SETTING: 0 = UNSPECIFIED SETTING
 MR0282_STAMPING: D 61 1934
 MR0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0282
 MR0282  HISTORY     - Date     Condition        Report By
 MR0282  HISTORY     - 1934     MONUMENTED       CGS
 MR0282  HISTORY     - 1969     GOOD             USGS
 MR0282  HISTORY     - 1974     POOR             NGS
 MR0282  HISTORY     - 20090516 MARK NOT FOUND   NGS
 MR0282
 MR0282                          STATION DESCRIPTION
 MR0282
 MR0282'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 MR0282'IN GARDEN CITY.
 MR0282'AT GARDEN CITY, ON U.S. HIGHWAY 89, 740 FEET NORTH OF THE HIGHWAY
 MR0282'JUNCTION AT GARDEN CITY AND 40 FEET EAST OF THE CENTER LINE OF THE
 MR0282'HIGHWAY.  NOTE-- HAS BEEN DISTURBED APPARENTLY BY DOZER WHILE PLACING
 MR0282'SEWER AND/OR WATER LINES.
 MR0282
 MR0282                          STATION RECOVERY (1974)
 MR0282
 MR0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 MR0282'MARK RECOVERED IN POOR CONDITION.
 MR0282
 MR0282                          STATION RECOVERY (2009)
 MR0282
 MR0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2009 (DW)
 MR0282'NO SIGN OF MARK WAS FOUND, NOR OLD POST OFFICE AT THIS SITE.  US 89
 MR0282'ROUTE TO LOGAN HAS BEEN RE-ALIGNED FROM 50 SOUTH ROAD.
 MR0282'THIS WAS GRAVITY BASE STATION 'GARDEN CITY.'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0286 ***********************************************************************
 LN0286  DESIGNATION -  D 62
 LN0286  PID         -  LN0286
 LN0286  STATE/COUNTY-  UT/UINTAH
 LN0286  COUNTRY     -  US
 LN0286  USGS QUAD   -  CLIFF RIDGE (2017)
 LN0286
 LN0286                         *CURRENT SURVEY CONTROL
 LN0286  ______________________________________________________________________
 LN0286* NAD 83(1986) POSITION- 40 17 18.     (N) 109 09 10.     (W)   SCALED
 LN0286* NAVD 88 ORTHO HEIGHT -  1603.580 (meters)     5261.08  (feet) POSTED
 LN0286  ______________________________________________________________________
 LN0286  GEOID HEIGHT    -        -16.748 (meters)                     GEOID18
 LN0286  DYNAMIC HEIGHT  -       1602.13  (meters)     5256.3   (feet) COMP
 LN0286  MODELED GRAVITY -    979,664.7   (mgal)                       NAVD 88
 LN0286
 LN0286  VERT ORDER      -  * POSTED, SEE BELOW
 LN0286
 LN0286.The horizontal coordinates were scaled from a map and have
 LN0286.an estimated accuracy of +/- 6 seconds.
 LN0286
 LN0286.The orthometric height was determined by differential leveling
 LN0286.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LN0286
 LN0286.* This is a POSTED BENCH MARK height.
 LN0286
 LN0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0286.GEOID18 height accuracy estimate available here.
 LN0286
 LN0286.Click photographs - Photos may exist for this station.
 LN0286
 LN0286.The dynamic height is computed by dividing the NAVD 88
 LN0286.geopotential number by the normal gravity value computed on the
 LN0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0286.degrees latitude (g = 980.6199 gals.).
 LN0286
 LN0286.The modeled gravity was interpolated from observed gravity values.
 LN0286
 LN0286;                    North         East    Units  Estimated Accuracy
 LN0286;SPC UT C     - 2,219,660.      699,560.      MT  (+/- 180 meters Scaled)
 LN0286
 LN0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK570613(NAD 83)
 LN0286
 LN0286                          SUPERSEDED SURVEY CONTROL
 LN0286
 LN0286  NGVD 29 (??/??/92) 1602.368  (m)         5257.10   (f) ADJ UNCH    1 2
 LN0286
 LN0286.Superseded values are not recommended for survey control.
 LN0286
 LN0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0286.See file dsdata.pdf to determine how the superseded data were derived.
 LN0286
 LN0286_MARKER: DB = BENCH MARK DISK
 LN0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0286_STAMPING: D 62 1934
 LN0286_MARK LOGO: CGS
 LN0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0286+STABILITY: SURFACE MOTION
 LN0286
 LN0286  HISTORY     - Date     Condition        Report By
 LN0286  HISTORY     - 1934     MONUMENTED       CGS
 LN0286  HISTORY     - 1965     MARK NOT FOUND   USGS
 LN0286  HISTORY     - 1981     MARK NOT FOUND   NGS
 LN0286
 LN0286                          STATION DESCRIPTION
 LN0286
 LN0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0286'11.6 MI E FROM JENSEN.
 LN0286'11.6 MILES EAST ALONG U. S. HIGHWAY 40 FROM JENSEN UINTAH COUNTY, 0.3
 LN0286'MILE WEST OF A WOODEN BRIDGE JUST EAST OF THE JUNCTION OF STATE
 LN0286'HIGHWAY 45, 200 YARDS NORTH OF A LARGE ROCK OUTCROP, AND 48 FEET SOUTH
 LN0286'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 62 1934
 LN0286'AND SET IN THE TOP OF A CONCRETE POST.
 LN0286
 LN0286                          STATION RECOVERY (1965)
 LN0286
 LN0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LN0286'MARK NOT FOUND.
 LN0286
 LN0286                          STATION RECOVERY (1981)
 LN0286
 LN0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LN0286'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0213 ***********************************************************************
 HM0213  DESIGNATION -  D 63
 HM0213  PID         -  HM0213
 HM0213  STATE/COUNTY-  UT/SAN JUAN
 HM0213  COUNTRY     -  US
 HM0213  USGS QUAD   -  WICKIUP CANYON (2017)
 HM0213
 HM0213                         *CURRENT SURVEY CONTROL
 HM0213  ______________________________________________________________________
 HM0213* NAD 83(1986) POSITION- 37 22 26.     (N) 109 06 46.     (W)   SCALED
 HM0213* NAVD 88 ORTHO HEIGHT -  1615.518 (meters)     5300.25  (feet) ADJUSTED
 HM0213  ______________________________________________________________________
 HM0213  GEOID HEIGHT    -        -20.446 (meters)                     GEOID18
 HM0213  DYNAMIC HEIGHT  -       1613.662 (meters)     5294.16  (feet) COMP
 HM0213  MODELED GRAVITY -    979,425.1   (mgal)                       NAVD 88
 HM0213
 HM0213  VERT ORDER      -  FIRST     CLASS II
 HM0213
 HM0213.The horizontal coordinates were scaled from a map and have
 HM0213.an estimated accuracy of +/- 6 seconds.
 HM0213
 HM0213.The orthometric height was determined by differential leveling and
 HM0213.adjusted by the NATIONAL GEODETIC SURVEY
 HM0213.in June 1991.
 HM0213
 HM0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0213.GEOID18 height accuracy estimate available here.
 HM0213
 HM0213.Click photographs - Photos may exist for this station.
 HM0213
 HM0213.The dynamic height is computed by dividing the NAVD 88
 HM0213.geopotential number by the normal gravity value computed on the
 HM0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0213.degrees latitude (g = 980.6199 gals.).
 HM0213
 HM0213.The modeled gravity was interpolated from observed gravity values.
 HM0213
 HM0213;                    North         East    Units  Estimated Accuracy
 HM0213;SPC UT S     - 3,081,190.      711,420.      MT  (+/- 180 meters Scaled)
 HM0213
 HM0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG670380(NAD 83)
 HM0213
 HM0213                          SUPERSEDED SURVEY CONTROL
 HM0213
 HM0213  NGVD 29 (??/??/92) 1614.506  (m)         5296.93   (f) ADJ UNCH    1 2
 HM0213
 HM0213.Superseded values are not recommended for survey control.
 HM0213
 HM0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0213.See file dsdata.pdf to determine how the superseded data were derived.
 HM0213
 HM0213_MARKER: DB = BENCH MARK DISK
 HM0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0213_STAMPING: D 63 1934
 HM0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0213+STABILITY: SURFACE MOTION
 HM0213
 HM0213  HISTORY     - Date     Condition        Report By
 HM0213  HISTORY     - 1934     MONUMENTED       CGS
 HM0213  HISTORY     - 1984     MARK NOT FOUND   NGS
 HM0213
 HM0213                          STATION DESCRIPTION
 HM0213
 HM0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0213'37 MI W FROM CORTEZ, CO.
 HM0213'IN SAN JUAN COUNTY, UTAH, ABOUT 37 MILES WEST ALONG THE ROAD LEADING
 HM0213'TO BLUFF FROM CORTEZ, MONTEZUMA COUNTY, COLORADO, ABOUT 6 MILES WEST
 HM0213'OF THE COLORADO-UTAH STATE LINE, ABOUT 6 MILES WEST OF THE JOHN ISMAY
 HM0213'TRADING POST, ON CAJON MESA, AND 16 FEET SOUTH OF THE CENTER LINE OF
 HM0213'THE ROAD.  A STANDARD DISK, STAMPED D 63 1934 AND SET IN THE TOP OF A
 HM0213'CONCRETE POST.
 HM0213
 HM0213                          STATION RECOVERY (1984)
 HM0213
 HM0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0213'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0299 ***********************************************************************
 LN0299  DESIGNATION -  D 64
 LN0299  PID         -  LN0299
 LN0299  STATE/COUNTY-  UT/UINTAH
 LN0299  COUNTRY     -  US
 LN0299  USGS QUAD   -  VERNAL NE (2017)
 LN0299
 LN0299                         *CURRENT SURVEY CONTROL
 LN0299  ______________________________________________________________________
 LN0299* NAD 83(1986) POSITION- 40 22 39.     (N) 109 36 21.     (W)   SCALED
 LN0299* NAVD 88 ORTHO HEIGHT -  1621.298 (meters)     5319.21  (feet) ADJUSTED
 LN0299  ______________________________________________________________________
 LN0299  GEOID HEIGHT    -        -17.268 (meters)                     GEOID18
 LN0299  DYNAMIC HEIGHT  -       1619.795 (meters)     5314.28  (feet) COMP
 LN0299  MODELED GRAVITY -    979,642.4   (mgal)                       NAVD 88
 LN0299
 LN0299  VERT ORDER      -  FIRST     CLASS II
 LN0299
 LN0299.The horizontal coordinates were scaled from a map and have
 LN0299.an estimated accuracy of +/- 6 seconds.
 LN0299
 LN0299.The orthometric height was determined by differential leveling and
 LN0299.adjusted by the NATIONAL GEODETIC SURVEY
 LN0299.in June 1991.
 LN0299
 LN0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0299.GEOID18 height accuracy estimate available here.
 LN0299
 LN0299.Click photographs - Photos may exist for this station.
 LN0299
 LN0299.The dynamic height is computed by dividing the NAVD 88
 LN0299.geopotential number by the normal gravity value computed on the
 LN0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0299.degrees latitude (g = 980.6199 gals.).
 LN0299
 LN0299.The modeled gravity was interpolated from observed gravity values.
 LN0299
 LN0299;                    North         East    Units  Estimated Accuracy
 LN0299;SPC UT C     - 2,228,650.      660,840.      MT  (+/- 180 meters Scaled)
 LN0299
 LN0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK183705(NAD 83)
 LN0299
 LN0299                          SUPERSEDED SURVEY CONTROL
 LN0299
 LN0299  NGVD 29 (??/??/92) 1620.045  (m)         5315.10   (f) ADJ UNCH    1 2
 LN0299
 LN0299.Superseded values are not recommended for survey control.
 LN0299
 LN0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0299.See file dsdata.pdf to determine how the superseded data were derived.
 LN0299
 LN0299_MARKER: DB = BENCH MARK DISK
 LN0299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LN0299_SP_SET: BRIDGE
 LN0299_STAMPING: D 64 1934
 LN0299_MARK LOGO: CGS
 LN0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0299
 LN0299  HISTORY     - Date     Condition        Report By
 LN0299  HISTORY     - 1934     MONUMENTED       CGS
 LN0299  HISTORY     - 1964     MARK NOT FOUND   USGS
 LN0299
 LN0299                          STATION DESCRIPTION
 LN0299
 LN0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0299'8.6 MI SW FROM VERNAL.
 LN0299'8.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM VERNAL, UINTAH COUNTY,
 LN0299'AT A BRIDGE, IN THE TOP OF THE INSIDE BASE OF THE WEST HANDRAIL, AND
 LN0299'4.5 FEET NORTH OF THE SOUTH END.  A STANDARD DISK, STAMPED D 64 1934.
 LN0299
 LN0299                          STATION RECOVERY (1964)
 LN0299
 LN0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LN0299'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0027 ***********************************************************************
 LO0027  DESIGNATION -  D 65
 LO0027  PID         -  LO0027
 LO0027  STATE/COUNTY-  UT/DUCHESNE
 LO0027  COUNTRY     -  US
 LO0027  USGS QUAD   -  DUCHESNE (2017)
 LO0027
 LO0027                         *CURRENT SURVEY CONTROL
 LO0027  ______________________________________________________________________
 LO0027* NAD 83(1986) POSITION- 40 09 47.     (N) 110 24 10.     (W)   SCALED
 LO0027* NAVD 88 ORTHO HEIGHT -  1681.784 (meters)     5517.65  (feet) ADJUSTED
 LO0027  ______________________________________________________________________
 LO0027  GEOID HEIGHT    -        -17.181 (meters)                     GEOID18
 LO0027  DYNAMIC HEIGHT  -       1680.156 (meters)     5512.31  (feet) COMP
 LO0027  MODELED GRAVITY -    979,599.2   (mgal)                       NAVD 88
 LO0027
 LO0027  VERT ORDER      -  FIRST     CLASS II
 LO0027
 LO0027.The horizontal coordinates were scaled from a map and have
 LO0027.an estimated accuracy of +/- 6 seconds.
 LO0027
 LO0027.The orthometric height was determined by differential leveling and
 LO0027.adjusted by the NATIONAL GEODETIC SURVEY
 LO0027.in June 1991.
 LO0027
 LO0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0027.GEOID18 height accuracy estimate available here.
 LO0027
 LO0027.Click photographs - Photos may exist for this station.
 LO0027
 LO0027.The dynamic height is computed by dividing the NAVD 88
 LO0027.geopotential number by the normal gravity value computed on the
 LO0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0027.degrees latitude (g = 980.6199 gals.).
 LO0027
 LO0027.The modeled gravity was interpolated from observed gravity values.
 LO0027
 LO0027;                    North         East    Units  Estimated Accuracy
 LO0027;SPC UT C     - 2,203,710.      593,460.      MT  (+/- 180 meters Scaled)
 LO0027
 LO0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK508460(NAD 83)
 LO0027
 LO0027                          SUPERSEDED SURVEY CONTROL
 LO0027
 LO0027  NGVD 29 (??/??/92) 1680.485  (m)         5513.39   (f) ADJ UNCH    1 2
 LO0027
 LO0027.Superseded values are not recommended for survey control.
 LO0027
 LO0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0027.See file dsdata.pdf to determine how the superseded data were derived.
 LO0027
 LO0027_MARKER: DB = BENCH MARK DISK
 LO0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0027_STAMPING: D 65 1934
 LO0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0027+STABILITY: SURFACE MOTION
 LO0027
 LO0027  HISTORY     - Date     Condition        Report By
 LO0027  HISTORY     - 1934     MONUMENTED       CGS
 LO0027  HISTORY     - 1962     MARK NOT FOUND   CGS
 LO0027
 LO0027                          STATION DESCRIPTION
 LO0027
 LO0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0027'IN DUCHESNE.
 LO0027'AT DUCHESNE, DUCHESNE COUNTY, AT THE INTERSECTION OF U.S. HIGHWAY 40
 LO0027'AND STATE HIGHWAY 33, 74 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 LO0027'40, AND 26 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 33. A
 LO0027'STANDARD DISK, STAMPED D 65 1934 AND SET IN THE TOP OF A CONCRETE
 LO0027'POST.  NOTE-- BURIED UNDER ASPHALT, AS THE HIGHWAY HAS BEEN WIDENED AT
 LO0027'THIS INTERSECTION.
 LO0027
 LO0027                          STATION RECOVERY (1962)
 LO0027
 LO0027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LO0027'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0115 ***********************************************************************
 KN0115  DESIGNATION -  D 66
 KN0115  PID         -  KN0115
 KN0115  STATE/COUNTY-  UT/CARBON
 KN0115  COUNTRY     -  US
 KN0115  USGS QUAD   -  HELPER (2017)
 KN0115
 KN0115                         *CURRENT SURVEY CONTROL
 KN0115  ______________________________________________________________________
 KN0115* NAD 83(1986) POSITION- 39 43 53.     (N) 110 51 05.     (W)   SCALED
 KN0115* NAVD 88 ORTHO HEIGHT -  1913.260 (meters)     6277.09  (feet) POSTED
 KN0115  ______________________________________________________________________
 KN0115  GEOID HEIGHT    -        -16.163 (meters)                     GEOID18
 KN0115  DYNAMIC HEIGHT  -       1911.35  (meters)     6270.8   (feet) COMP
 KN0115  MODELED GRAVITY -    979,557.6   (mgal)                       NAVD 88
 KN0115
 KN0115  VERT ORDER      -  * POSTED, SEE BELOW
 KN0115
 KN0115.The horizontal coordinates were scaled from a map and have
 KN0115.an estimated accuracy of +/- 6 seconds.
 KN0115
 KN0115.The orthometric height was determined by differential leveling
 KN0115.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KN0115
 KN0115.* This is a POSTED BENCH MARK height.
 KN0115
 KN0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0115.GEOID18 height accuracy estimate available here.
 KN0115
 KN0115.Click photographs - Photos may exist for this station.
 KN0115
 KN0115.The dynamic height is computed by dividing the NAVD 88
 KN0115.geopotential number by the normal gravity value computed on the
 KN0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0115.degrees latitude (g = 980.6199 gals.).
 KN0115
 KN0115.The modeled gravity was interpolated from observed gravity values.
 KN0115
 KN0115;                    North         East    Units  Estimated Accuracy
 KN0115;SPC UT C     - 2,155,410.      555,600.      MT  (+/- 180 meters Scaled)
 KN0115
 KN0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ127979(NAD 83)
 KN0115
 KN0115                          SUPERSEDED SURVEY CONTROL
 KN0115
 KN0115  NGVD 29 (??/??/92) 1912.112  (m)         6273.32   (f) ADJ UNCH    1 2
 KN0115
 KN0115.Superseded values are not recommended for survey control.
 KN0115
 KN0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0115.See file dsdata.pdf to determine how the superseded data were derived.
 KN0115
 KN0115_MARKER: DB = BENCH MARK DISK
 KN0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0115_STAMPING: D 66 1934
 KN0115_MARK LOGO: CGS
 KN0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0115+STABILITY: SURFACE MOTION
 KN0115
 KN0115  HISTORY     - Date     Condition        Report By
 KN0115  HISTORY     - 1934     MONUMENTED       CGS
 KN0115  HISTORY     - 1972     GOOD             USGS
 KN0115
 KN0115                          STATION DESCRIPTION
 KN0115
 KN0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0115'1.4 MI N FROM CASTLEGATE.
 KN0115'1.4 MILES NORTH ALONG STATE HIGHWAY 33 FROM CASTLEGATE, CARBON COUNTY,
 KN0115'80 YARDS SOUTH OF THE SOUTHEAST CORNER OF A CEMETERY, 34 YARDS EAST OF
 KN0115'THE SOUTHEAST CORNER OF A ONE-STORY STONE POWERHOUSE, AND 23 FEET
 KN0115'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 KN0115'D 66 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KN0115
 KN0115                          STATION RECOVERY (1972)
 KN0115
 KN0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KN0115'BM IS 130 FT. NE ALONG CENTERLINE OF HWY, AND 28 FT. NORMAL TO HWY
 KN0115'FROM Y-ROAD INTERSECTION WHICH LEADS TO THE CEMETERY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0079 ***********************************************************************
 LP0079  DESIGNATION -  D 67
 LP0079  PID         -  LP0079
 LP0079  STATE/COUNTY-  UT/TOOELE
 LP0079  COUNTRY     -  US
 LP0079  USGS QUAD   -  CAMELS BACK RIDGE NE (2017)
 LP0079
 LP0079                         *CURRENT SURVEY CONTROL
 LP0079  ______________________________________________________________________
 LP0079* NAD 83(1986) POSITION- 40 10 53.     (N) 112 51 43.     (W)   SCALED
 LP0079* NAVD 88 ORTHO HEIGHT -  1338.897 (meters)     4392.70  (feet) ADJUSTED
 LP0079  ______________________________________________________________________
 LP0079  GEOID HEIGHT    -        -18.407 (meters)                     GEOID18
 LP0079  DYNAMIC HEIGHT  -       1337.790 (meters)     4389.07  (feet) COMP
 LP0079  MODELED GRAVITY -    979,751.8   (mgal)                       NAVD 88
 LP0079
 LP0079  VERT ORDER      -  FIRST     CLASS II
 LP0079
 LP0079.The horizontal coordinates were scaled from a map and have
 LP0079.an estimated accuracy of +/- 6 seconds.
 LP0079
 LP0079.The orthometric height was determined by differential leveling and
 LP0079.adjusted by the NATIONAL GEODETIC SURVEY
 LP0079.in June 1991.
 LP0079
 LP0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0079.GEOID18 height accuracy estimate available here.
 LP0079
 LP0079.Click photographs - Photos may exist for this station.
 LP0079
 LP0079.The dynamic height is computed by dividing the NAVD 88
 LP0079.geopotential number by the normal gravity value computed on the
 LP0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0079.degrees latitude (g = 980.6199 gals.).
 LP0079
 LP0079.The modeled gravity was interpolated from observed gravity values.
 LP0079
 LP0079;                    North         East    Units  Estimated Accuracy
 LP0079;SPC UT C     - 2,206,050.      384,020.      MT  (+/- 180 meters Scaled)
 LP0079
 LP0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK414495(NAD 83)
 LP0079
 LP0079                          SUPERSEDED SURVEY CONTROL
 LP0079
 LP0079  NGVD 29 (??/??/92) 1337.840  (m)         4389.23   (f) ADJ UNCH    1 2
 LP0079
 LP0079.Superseded values are not recommended for survey control.
 LP0079
 LP0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0079.See file dsdata.pdf to determine how the superseded data were derived.
 LP0079
 LP0079_MARKER: DB = BENCH MARK DISK
 LP0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0079_STAMPING: D 67 1934
 LP0079_MARK LOGO: CGS
 LP0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0079+STABILITY: SURFACE MOTION
 LP0079
 LP0079  HISTORY     - Date     Condition        Report By
 LP0079  HISTORY     - 1934     MONUMENTED       CGS
 LP0079  HISTORY     - 19890524 GOOD             USGS
 LP0079
 LP0079                          STATION DESCRIPTION
 LP0079
 LP0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0079'12.2 MI W FROM ORRS RANCH.
 LP0079'ABOUT 12.2 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0079'TOOELE COUNTY, AND 21 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY. A
 LP0079'STANDARD DISK, STAMPED D 67 1934 AND SET IN THE TOP OF A CONCRETE
 LP0079'POST.
 LP0079
 LP0079                          STATION RECOVERY (1989)
 LP0079
 LP0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (SB)
 LP0079'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0165 ***********************************************************************
 LP0165  DESIGNATION -  D 68
 LP0165  PID         -  LP0165
 LP0165  STATE/COUNTY-  UT/TOOELE
 LP0165  COUNTRY     -  US
 LP0165  USGS QUAD   -  GOSHUTE WASH (2017)
 LP0165
 LP0165                         *CURRENT SURVEY CONTROL
 LP0165  ______________________________________________________________________
 LP0165* NAD 83(1986) POSITION- 40 04 58.     (N) 113 40 41.     (W)   SCALED
 LP0165* NAVD 88 ORTHO HEIGHT -  1312.158 (meters)     4304.97  (feet) ADJUSTED
 LP0165  ______________________________________________________________________
 LP0165  GEOID HEIGHT    -        -19.138 (meters)                     GEOID18
 LP0165  DYNAMIC HEIGHT  -       1311.077 (meters)     4301.43  (feet) COMP
 LP0165  MODELED GRAVITY -    979,756.1   (mgal)                       NAVD 88
 LP0165
 LP0165  VERT ORDER      -  FIRST     CLASS II
 LP0165
 LP0165.The horizontal coordinates were scaled from a map and have
 LP0165.an estimated accuracy of +/- 6 seconds.
 LP0165
 LP0165.The orthometric height was determined by differential leveling and
 LP0165.adjusted by the NATIONAL GEODETIC SURVEY
 LP0165.in June 1991.
 LP0165
 LP0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0165.GEOID18 height accuracy estimate available here.
 LP0165
 LP0165.Click photographs - Photos may exist for this station.
 LP0165
 LP0165.The dynamic height is computed by dividing the NAVD 88
 LP0165.geopotential number by the normal gravity value computed on the
 LP0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0165.degrees latitude (g = 980.6199 gals.).
 LP0165
 LP0165.The modeled gravity was interpolated from observed gravity values.
 LP0165
 LP0165;                    North         East    Units  Estimated Accuracy
 LP0165;SPC UT C     - 2,196,480.      314,270.      MT  (+/- 180 meters Scaled)
 LP0165
 LP0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK716403(NAD 83)
 LP0165
 LP0165                          SUPERSEDED SURVEY CONTROL
 LP0165
 LP0165  NGVD 29 (??/??/92) 1311.142  (m)         4301.64   (f) ADJ UNCH    1 2
 LP0165
 LP0165.Superseded values are not recommended for survey control.
 LP0165
 LP0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0165.See file dsdata.pdf to determine how the superseded data were derived.
 LP0165
 LP0165_MARKER: DB = BENCH MARK DISK
 LP0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0165_STAMPING: D 68 1934
 LP0165_MARK LOGO: CGS
 LP0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0165+STABILITY: SURFACE MOTION
 LP0165
 LP0165  HISTORY     - Date     Condition        Report By
 LP0165  HISTORY     - 1934     MONUMENTED       CGS
 LP0165  HISTORY     - 1965     GOOD             CGS
 LP0165  HISTORY     - 1983     GOOD             DMA
 LP0165
 LP0165                          STATION DESCRIPTION
 LP0165
 LP0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LP0165'12 MI SE FROM GOLD HILL.
 LP0165'0.6 MILE EAST ALONG THE MAIN GRAVELED ROAD FROM GOLD HILL TO A FORK,
 LP0165'TAKE THE RIGHT FORK EAST FOR 5.4 MILES TO A FORK AT RODENHOUSE WASH.
 LP0165'TAKE THE LEFT FORK SOUTH FOR 2.0 MILES TO A FORK.  TURN LEFT LEAVING
 LP0165'THE MAIN TRAVELED ROAD AND GO EAST FOR 4.0 MILES TO THE MARK ON THE
 LP0165'LEFT.  IT IS SET IN THE TOP OF A 8X8 INCH CONCRETE MONUMENT WHICH
 LP0165'PROJECTS 8 INCHES, 18 FEET EAST OF THE TRACK ROAD AND 3 FEET NORTHEAST
 LP0165'A METAL WITNESS POST.
 LP0165
 LP0165                          STATION RECOVERY (1983)
 LP0165
 LP0165'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983
 LP0165'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0345 ***********************************************************************
 KO0345  DESIGNATION -  D 74
 KO0345  PID         -  KO0345
 KO0345  STATE/COUNTY-  UT/MILLARD
 KO0345  COUNTRY     -  US
 KO0345  USGS QUAD   -  CHALK KNOLLS (2017)
 KO0345
 KO0345                         *CURRENT SURVEY CONTROL
 KO0345  ______________________________________________________________________
 KO0345* NAD 83(1986) POSITION- 39 16 57.     (N) 113 31 12.     (W)   SCALED
 KO0345* NAVD 88 ORTHO HEIGHT -  1359.200 (meters)     4459.31  (feet) ADJUSTED
 KO0345  ______________________________________________________________________
 KO0345  GEOID HEIGHT    -        -20.046 (meters)                     GEOID18
 KO0345  DYNAMIC HEIGHT  -       1357.941 (meters)     4455.18  (feet) COMP
 KO0345  MODELED GRAVITY -    979,654.2   (mgal)                       NAVD 88
 KO0345
 KO0345  VERT ORDER      -  SECOND    CLASS 0
 KO0345
 KO0345.The horizontal coordinates were scaled from a map and have
 KO0345.an estimated accuracy of +/- 6 seconds.
 KO0345
 KO0345.The orthometric height was determined by differential leveling and
 KO0345.adjusted by the NATIONAL GEODETIC SURVEY
 KO0345.in June 1991.
 KO0345
 KO0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0345.GEOID18 height accuracy estimate available here.
 KO0345
 KO0345.Click photographs - Photos may exist for this station.
 KO0345
 KO0345.The dynamic height is computed by dividing the NAVD 88
 KO0345.geopotential number by the normal gravity value computed on the
 KO0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0345.degrees latitude (g = 980.6199 gals.).
 KO0345
 KO0345.The modeled gravity was interpolated from observed gravity values.
 KO0345
 KO0345;                    North         East    Units  Estimated Accuracy
 KO0345;SPC UT C     - 2,107,340.      325,740.      MT  (+/- 180 meters Scaled)
 KO0345
 KO0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ826511(NAD 83)
 KO0345
 KO0345                          SUPERSEDED SURVEY CONTROL
 KO0345
 KO0345  NGVD 29 (??/??/92) 1358.097  (m)         4455.69   (f) ADJ UNCH    2 0
 KO0345
 KO0345.Superseded values are not recommended for survey control.
 KO0345
 KO0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0345.See file dsdata.pdf to determine how the superseded data were derived.
 KO0345
 KO0345_MARKER: DB = BENCH MARK DISK
 KO0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0345_STAMPING: D 74 1934
 KO0345_MARK LOGO: CGS
 KO0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0345+STABILITY: SURFACE MOTION
 KO0345
 KO0345  HISTORY     - Date     Condition        Report By
 KO0345  HISTORY     - 1934     MONUMENTED       CGS
 KO0345  HISTORY     - 1958     GOOD             USGS
 KO0345
 KO0345                          STATION DESCRIPTION
 KO0345
 KO0345'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 KO0345'29.2 MI E FROM ROBINSONS RANCH.
 KO0345'29.2 MILES EAST ALONG OLD U.S. HIGHWAY 6 FROM ROBINSONS RANCH, MILLARD
 KO0345'COUNTY 166 NORTHWEST OF A SMALL SAND DUNE, AND 54 FEET SOUTH OF THE
 KO0345'CENTER LINE OF THE ROAD.  A STANDARD DISK STAMPED D-74 1934 AND SET IN
 KO0345'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0349 ***********************************************************************
 KO0349  DESIGNATION -  D 75
 KO0349  PID         -  KO0349
 KO0349  STATE/COUNTY-  UT/MILLARD
 KO0349  COUNTRY     -  US
 KO0349  USGS QUAD   -  GANDY (2017)
 KO0349
 KO0349                         *CURRENT SURVEY CONTROL
 KO0349  ______________________________________________________________________
 KO0349* NAD 83(1986) POSITION- 39 24 44.     (N) 113 59 51.     (W)   SCALED
 KO0349* NAVD 88 ORTHO HEIGHT -  1523.928 (meters)     4999.75  (feet) ADJUSTED
 KO0349  ______________________________________________________________________
 KO0349  GEOID HEIGHT    -        -20.038 (meters)                     GEOID18
 KO0349  DYNAMIC HEIGHT  -       1522.469 (meters)     4994.97  (feet) COMP
 KO0349  MODELED GRAVITY -    979,616.6   (mgal)                       NAVD 88
 KO0349
 KO0349  VERT ORDER      -  SECOND    CLASS 0
 KO0349
 KO0349.The horizontal coordinates were scaled from a map and have
 KO0349.an estimated accuracy of +/- 6 seconds.
 KO0349
 KO0349.The orthometric height was determined by differential leveling and
 KO0349.adjusted by the NATIONAL GEODETIC SURVEY
 KO0349.in June 1991.
 KO0349
 KO0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0349.GEOID18 height accuracy estimate available here.
 KO0349
 KO0349.Click photographs - Photos may exist for this station.
 KO0349
 KO0349.The dynamic height is computed by dividing the NAVD 88
 KO0349.geopotential number by the normal gravity value computed on the
 KO0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0349.degrees latitude (g = 980.6199 gals.).
 KO0349
 KO0349.The modeled gravity was interpolated from observed gravity values.
 KO0349
 KO0349;                    North         East    Units  Estimated Accuracy
 KO0349;SPC UT C     - 2,122,780.      284,960.      MT  (+/- 180 meters Scaled)
 KO0349
 KO0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ419668(NAD 83)
 KO0349
 KO0349                          SUPERSEDED SURVEY CONTROL
 KO0349
 KO0349  NGVD 29 (??/??/92) 1522.814  (m)         4996.10   (f) ADJ UNCH    2 0
 KO0349
 KO0349.Superseded values are not recommended for survey control.
 KO0349
 KO0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0349.See file dsdata.pdf to determine how the superseded data were derived.
 KO0349
 KO0349_MARKER: DB = BENCH MARK DISK
 KO0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0349_STAMPING: D 75 1934
 KO0349_MARK LOGO: CGS
 KO0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0349+STABILITY: SURFACE MOTION
 KO0349
 KO0349  HISTORY     - Date     Condition        Report By
 KO0349  HISTORY     - 1934     MONUMENTED       CGS
 KO0349
 KO0349                          STATION DESCRIPTION
 KO0349
 KO0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0349'13.4 MI N FROM ROBINSON RANCH.
 KO0349'13.4 MILES NORTH ALONG THE ROAD LEADING TO TROUT CREEK FROM ROBINSON
 KO0349'RANCH, ON THE TOP OF A SMALL RIDGE, 355 FEET NORTHEAST OF A SMALL
 KO0349'ROUND HILL, AND 52 FEET EAST OF THE CENTER LINE OF THE ROAD.  SET IN
 KO0349'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0375 ***********************************************************************
 KO0375  DESIGNATION -  D 76
 KO0375  PID         -  KO0375
 KO0375  STATE/COUNTY-  UT/TOOELE
 KO0375  COUNTRY     -  US
 KO0375  USGS QUAD   -  CALLAO (2017)
 KO0375
 KO0375                         *CURRENT SURVEY CONTROL
 KO0375  ______________________________________________________________________
 KO0375* NAD 83(1986) POSITION- 39 56 30.     (N) 113 44 20.     (W)   SCALED
 KO0375* NAVD 88 ORTHO HEIGHT -  1330.080 (meters)     4363.77  (feet) ADJUSTED
 KO0375  ______________________________________________________________________
 KO0375  GEOID HEIGHT    -        -19.263 (meters)                     GEOID18
 KO0375  DYNAMIC HEIGHT  -       1328.938 (meters)     4360.02  (feet) COMP
 KO0375  MODELED GRAVITY -    979,721.5   (mgal)                       NAVD 88
 KO0375
 KO0375  VERT ORDER      -  SECOND    CLASS 0
 KO0375
 KO0375.The horizontal coordinates were scaled from a map and have
 KO0375.an estimated accuracy of +/- 6 seconds.
 KO0375
 KO0375.The orthometric height was determined by differential leveling and
 KO0375.adjusted by the NATIONAL GEODETIC SURVEY
 KO0375.in June 1991.
 KO0375
 KO0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0375.GEOID18 height accuracy estimate available here.
 KO0375
 KO0375.Click photographs - Photos may exist for this station.
 KO0375
 KO0375.The dynamic height is computed by dividing the NAVD 88
 KO0375.geopotential number by the normal gravity value computed on the
 KO0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0375.degrees latitude (g = 980.6199 gals.).
 KO0375
 KO0375.The modeled gravity was interpolated from observed gravity values.
 KO0375
 KO0375;                    North         East    Units  Estimated Accuracy
 KO0375;SPC UT C     - 2,180,950.      308,690.      MT  (+/- 180 meters Scaled)
 KO0375
 KO0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK659248(NAD 83)
 KO0375
 KO0375                          SUPERSEDED SURVEY CONTROL
 KO0375
 KO0375  NGVD 29 (??/??/92) 1329.064  (m)         4360.44   (f) ADJ UNCH    2 0
 KO0375
 KO0375.Superseded values are not recommended for survey control.
 KO0375
 KO0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0375.See file dsdata.pdf to determine how the superseded data were derived.
 KO0375
 KO0375_MARKER: DB = BENCH MARK DISK
 KO0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0375_STAMPING: D 76 1934
 KO0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0375+STABILITY: SURFACE MOTION
 KO0375
 KO0375  HISTORY     - Date     Condition        Report By
 KO0375  HISTORY     - 1934     MONUMENTED       CGS
 KO0375
 KO0375                          STATION DESCRIPTION
 KO0375
 KO0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0375'2.9 MI N FROM CALLAO.
 KO0375'IN TOOELE COUNTY, 2.9 MILES NORTH ALONG THE ROAD LEADING TO GOLD HILL
 KO0375'FROM THE ROAD JUNCTION WEST OF CALLAO, 325 FEET SOUTHWEST OF A SMALL
 KO0375'WHITE CLAY HILL, AND 51 FEET WEST OF THE CENTER LINE OF THE ROAD. SET
 KO0375'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0061 ***********************************************************************
 LQ0061  DESIGNATION -  D 77
 LQ0061  PID         -  LQ0061
 LQ0061  STATE/COUNTY-  UT/TOOELE
 LQ0061  COUNTRY     -  US
 LQ0061  USGS QUAD   -  WENDOVER SE (2018)
 LQ0061
 LQ0061                         *CURRENT SURVEY CONTROL
 LQ0061  ______________________________________________________________________
 LQ0061* NAD 83(1986) POSITION- 40 33 12.     (N) 114 02 42.     (W)   SCALED
 LQ0061* NAVD 88 ORTHO HEIGHT -  1290.876 (meters)     4235.15  (feet) ADJUSTED
 LQ0061  ______________________________________________________________________
 LQ0061  GEOID HEIGHT    -        -18.527 (meters)                     GEOID18
 LQ0061  DYNAMIC HEIGHT  -       1289.862 (meters)     4231.82  (feet) COMP
 LQ0061  MODELED GRAVITY -    979,795.1   (mgal)                       NAVD 88
 LQ0061
 LQ0061  VERT ORDER      -  SECOND    CLASS 0
 LQ0061
 LQ0061.The horizontal coordinates were scaled from a map and have
 LQ0061.an estimated accuracy of +/- 6 seconds.
 LQ0061
 LQ0061.The orthometric height was determined by differential leveling and
 LQ0061.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0061.in June 1991.
 LQ0061
 LQ0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0061.GEOID18 height accuracy estimate available here.
 LQ0061
 LQ0061.Click photographs - Photos may exist for this station.
 LQ0061
 LQ0061.The dynamic height is computed by dividing the NAVD 88
 LQ0061.geopotential number by the normal gravity value computed on the
 LQ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0061.degrees latitude (g = 980.6199 gals.).
 LQ0061
 LQ0061.The modeled gravity was interpolated from observed gravity values.
 LQ0061
 LQ0061;                    North         East    Units  Estimated Accuracy
 LQ0061;SPC UT C     - 2,249,540.      284,470.      MT  (+/- 180 meters Scaled)
 LQ0061
 LQ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE502933(NAD 83)
 LQ0061
 LQ0061                          SUPERSEDED SURVEY CONTROL
 LQ0061
 LQ0061  NGVD 29 (??/??/92) 1289.908  (m)         4231.97   (f) ADJ UNCH    2 0
 LQ0061
 LQ0061.Superseded values are not recommended for survey control.
 LQ0061
 LQ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0061.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0061
 LQ0061_MARKER: DB = BENCH MARK DISK
 LQ0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0061_STAMPING: D 77 1934
 LQ0061_MARK LOGO: CGS
 LQ0061_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0061+STABILITY: SURFACE MOTION
 LQ0061
 LQ0061  HISTORY     - Date     Condition        Report By
 LQ0061  HISTORY     - 1934     MONUMENTED       CGS
 LQ0061  HISTORY     - 19910826 GOOD             DOD
 LQ0061
 LQ0061                          STATION DESCRIPTION
 LQ0061
 LQ0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LQ0061'12.6 MI S FROM WENDOVER.
 LQ0061'12.6 MILES SOUTH ALONG THE DEEP CREEK RAILROAD FROM THE TRI-STATE
 LQ0061'MERCANTILE CO. STORE AT WENDOVER, TOOELE COUNTY, 71 FEET WEST OF
 LQ0061'MILEPOST 13, 36 FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 3
 LQ0061'FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED D 77 1934 AND SET
 LQ0061'IN THE TOP OF A CONCRETE POST.
 LQ0061
 LQ0061                          STATION RECOVERY (1991)
 LQ0061
 LQ0061'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1991 (RFA)
 LQ0061'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0255 ***********************************************************************
 KO0255  DESIGNATION -  D 78
 KO0255  PID         -  KO0255
 KO0255  STATE/COUNTY-  UT/MILLARD
 KO0255  COUNTRY     -  US
 KO0255  USGS QUAD   -  SUTHERLAND (2017)
 KO0255
 KO0255                         *CURRENT SURVEY CONTROL
 KO0255  ______________________________________________________________________
 KO0255* NAD 83(1986) POSITION- 39 23 49.     (N) 112 43 04.     (W)   SCALED
 KO0255* NAVD 88 ORTHO HEIGHT -  1400.544 (meters)     4594.95  (feet) ADJUSTED
 KO0255  ______________________________________________________________________
 KO0255  GEOID HEIGHT    -        -19.732 (meters)                     GEOID18
 KO0255  DYNAMIC HEIGHT  -       1399.251 (meters)     4590.71  (feet) COMP
 KO0255  MODELED GRAVITY -    979,655.0   (mgal)                       NAVD 88
 KO0255
 KO0255  VERT ORDER      -  SECOND    CLASS 0
 KO0255
 KO0255.The horizontal coordinates were scaled from a map and have
 KO0255.an estimated accuracy of +/- 6 seconds.
 KO0255
 KO0255.The orthometric height was determined by differential leveling and
 KO0255.adjusted by the NATIONAL GEODETIC SURVEY
 KO0255.in June 1991.
 KO0255
 KO0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0255.GEOID18 height accuracy estimate available here.
 KO0255
 KO0255.Click photographs - Photos may exist for this station.
 KO0255
 KO0255.The dynamic height is computed by dividing the NAVD 88
 KO0255.geopotential number by the normal gravity value computed on the
 KO0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0255.degrees latitude (g = 980.6199 gals.).
 KO0255
 KO0255.The modeled gravity was interpolated from observed gravity values.
 KO0255
 KO0255;                    North         East    Units  Estimated Accuracy
 KO0255;SPC UT C     - 2,118,800.      395,110.      MT  (+/- 180 meters Scaled)
 KO0255
 KO0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ520622(NAD 83)
 KO0255
 KO0255                          SUPERSEDED SURVEY CONTROL
 KO0255
 KO0255  NGVD 29 (??/??/92) 1399.439  (m)         4591.33   (f) ADJ UNCH    2 0
 KO0255
 KO0255.Superseded values are not recommended for survey control.
 KO0255
 KO0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0255.See file dsdata.pdf to determine how the superseded data were derived.
 KO0255
 KO0255_MARKER: DB = BENCH MARK DISK
 KO0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0255_STAMPING: D 78 1934
 KO0255_MARK LOGO: CGS
 KO0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0255+STABILITY: SURFACE MOTION
 KO0255
 KO0255  HISTORY     - Date     Condition        Report By
 KO0255  HISTORY     - 1934     MONUMENTED       CGS
 KO0255  HISTORY     - 1961     MARK NOT FOUND   USGS
 KO0255
 KO0255                          STATION DESCRIPTION
 KO0255
 KO0255'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 KO0255'IN ABRAHAM.
 KO0255'AT ABRAHAM, 109 FEET NORTHEAST OF THE POST OFFICE, IN THE SOUTHWEST
 KO0255'CORNER OF THE SCHOOLYARD, AND 120 FEET WEST OF THE SOUTH ENTRANCE. SET
 KO0255'IN THE TOP OF A CONCRETE POST.  NOTE-- EVIDENCE OF NEW CULTURAL
 KO0255'CHANGES IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0295 ***********************************************************************
 KO0295  DESIGNATION -  D 79
 KO0295  PID         -  KO0295
 KO0295  STATE/COUNTY-  UT/JUAB
 KO0295  COUNTRY     -  US
 KO0295  USGS QUAD   -  SAND PASS NE (2017)
 KO0295
 KO0295                         *CURRENT SURVEY CONTROL
 KO0295  ______________________________________________________________________
 KO0295* NAD 83(1986) POSITION- 39 43 08.     (N) 113 20 12.     (W)   SCALED
 KO0295* NAVD 88 ORTHO HEIGHT -  1331.788 (meters)     4369.37  (feet) ADJUSTED
 KO0295  ______________________________________________________________________
 KO0295  GEOID HEIGHT    -        -19.514 (meters)                     GEOID18
 KO0295  DYNAMIC HEIGHT  -       1330.624 (meters)     4365.56  (feet) COMP
 KO0295  MODELED GRAVITY -    979,706.5   (mgal)                       NAVD 88
 KO0295
 KO0295  VERT ORDER      -  SECOND    CLASS 0
 KO0295
 KO0295.The horizontal coordinates were scaled from a map and have
 KO0295.an estimated accuracy of +/- 6 seconds.
 KO0295
 KO0295.The orthometric height was determined by differential leveling and
 KO0295.adjusted by the NATIONAL GEODETIC SURVEY
 KO0295.in June 1991.
 KO0295
 KO0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0295.GEOID18 height accuracy estimate available here.
 KO0295
 KO0295.Click photographs - Photos may exist for this station.
 KO0295
 KO0295.The dynamic height is computed by dividing the NAVD 88
 KO0295.geopotential number by the normal gravity value computed on the
 KO0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0295.degrees latitude (g = 980.6199 gals.).
 KO0295
 KO0295.The modeled gravity was interpolated from observed gravity values.
 KO0295
 KO0295;                    North         East    Units  Estimated Accuracy
 KO0295;SPC UT C     - 2,155,440.      342,550.      MT  (+/- 180 meters Scaled)
 KO0295
 KO0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ997991(NAD 83)
 KO0295
 KO0295                          SUPERSEDED SURVEY CONTROL
 KO0295
 KO0295  NGVD 29 (??/??/92) 1330.745  (m)         4365.95   (f) ADJ UNCH    2 0
 KO0295
 KO0295.Superseded values are not recommended for survey control.
 KO0295
 KO0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0295.See file dsdata.pdf to determine how the superseded data were derived.
 KO0295
 KO0295_MARKER: DB = BENCH MARK DISK
 KO0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0295_STAMPING: D 79 1934
 KO0295_MARK LOGO: CGS
 KO0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0295+STABILITY: SURFACE MOTION
 KO0295
 KO0295  HISTORY     - Date     Condition        Report By
 KO0295  HISTORY     - 1934     MONUMENTED       CGS
 KO0295  HISTORY     - 1967     GOOD             USGS
 KO0295
 KO0295                          STATION DESCRIPTION
 KO0295
 KO0295'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 KO0295'13.4 MI SE FROM FISH SPRINGS.
 KO0295'13.4 MI SE ALONG THE HINCKLEY-CALLAO ROAD FROM FISH SPRINGS.  FISH
 KO0295'SPRINGS NATIONAL WILDLIFE REFUGE HEADQUARTERS, 1.2 MI SOUTH OF ALONG
 KO0295'PONY EXPRESS ROAD, THENCE 6.0 MI SOUTH ALONG TRACK ROAD ON WEST SIDE
 KO0295'OF FISH SPRINGS FLAT, THENCE 2.8 MI SE ALONG OLD HINCKLEY-CALLAO ROAD,
 KO0295'30 FT SW OF TRACK ROAD PROJECTING 0.4 FT.  SET IN TOP OF A CONCRETE
 KO0295'POST.  HORIZONTAL POSITION ESTABLISHED IN 1967.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0301 ***********************************************************************
 HO0301  DESIGNATION -  D 8
 HO0301  PID         -  HO0301
 HO0301  STATE/COUNTY-  UT/IRON
 HO0301  COUNTRY     -  US
 HO0301  USGS QUAD   -  MODENA (2017)
 HO0301
 HO0301                         *CURRENT SURVEY CONTROL
 HO0301  ______________________________________________________________________
 HO0301* NAD 83(1986) POSITION- 37 47 49.     (N) 113 55 36.     (W)   SCALED
 HO0301* NAVD 88 ORTHO HEIGHT -  1665.956 (meters)     5465.72  (feet) ADJUSTED
 HO0301  ______________________________________________________________________
 HO0301  GEOID HEIGHT    -        -22.986 (meters)                     GEOID18
 HO0301  DYNAMIC HEIGHT  -       1664.091 (meters)     5459.61  (feet) COMP
 HO0301  MODELED GRAVITY -    979,451.5   (mgal)                       NAVD 88
 HO0301
 HO0301  VERT ORDER      -  FIRST     CLASS II
 HO0301
 HO0301.The horizontal coordinates were scaled from a map and have
 HO0301.an estimated accuracy of +/- 6 seconds.
 HO0301
 HO0301.The orthometric height was determined by differential leveling and
 HO0301.adjusted by the NATIONAL GEODETIC SURVEY
 HO0301.in June 1991.
 HO0301
 HO0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0301.GEOID18 height accuracy estimate available here.
 HO0301
 HO0301.Click photographs - Photos may exist for this station.
 HO0301
 HO0301.The dynamic height is computed by dividing the NAVD 88
 HO0301.geopotential number by the normal gravity value computed on the
 HO0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0301.degrees latitude (g = 980.6199 gals.).
 HO0301
 HO0301.The modeled gravity was interpolated from observed gravity values.
 HO0301
 HO0301;                    North         East    Units  Estimated Accuracy
 HO0301;SPC UT S     - 3,128,220.      286,310.      MT  (+/- 180 meters Scaled)
 HO0301
 HO0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG423873(NAD 83)
 HO0301
 HO0301                          SUPERSEDED SURVEY CONTROL
 HO0301
 HO0301  NGVD 29 (??/??/92) 1664.799  (m)         5461.93   (f) ADJ UNCH    1 2
 HO0301
 HO0301.Superseded values are not recommended for survey control.
 HO0301
 HO0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0301.See file dsdata.pdf to determine how the superseded data were derived.
 HO0301
 HO0301_MARKER: P = PIPE CAP
 HO0301_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HO0301_STAMPING: ELEV. 5461.928 FT
 HO0301_MARK LOGO: CGS
 HO0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0301
 HO0301  HISTORY     - Date     Condition        Report By
 HO0301  HISTORY     - 1908     MONUMENTED       CGS
 HO0301  HISTORY     - 1934     GOOD             CGS
 HO0301  HISTORY     - 1971     MARK NOT FOUND   USGS
 HO0301  HISTORY     - 1972     MARK NOT FOUND   USGS
 HO0301  HISTORY     - 20120228 MARK NOT FOUND   GEOCAC
 HO0301
 HO0301                          STATION DESCRIPTION
 HO0301
 HO0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0301'IN MODENA.
 HO0301'AT MODENA, IRON COUNTY, ON THE UNION PACIFIC RAILROAD, ABOUT 109 FEET
 HO0301'SOUTH OF THE CENTER LINE OF THE MAIN TRACK, IN THE YARD OF THE UNITED
 HO0301'STATES WEATHER BUREAU STATION, ABOUT 95 FEET NORTH OF THE NORTH FACE
 HO0301'OF THE BUILDING, 16 FEET NORTH OF THE FLAGSTAFF, AND ABOUT 7 FEET
 HO0301'LOWER THAN THE TOP OF THE RAIL.  A STANDARD CAP, STAMPED ELEV.
 HO0301'5461.928 FT AND FASTENED ON THE TOP OF AN IRON PIPE PROJECTING ABOUT 6
 HO0301'INCHES ABOVE GROUND.
 HO0301
 HO0301                          STATION RECOVERY (1971)
 HO0301
 HO0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HO0301'MARK NOT FOUND.
 HO0301
 HO0301                          STATION RECOVERY (1972)
 HO0301
 HO0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HO0301'MARK NOT FOUND.
 HO0301
 HO0301                          STATION RECOVERY (2012)
 HO0301
 HO0301'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 HO0301'WEATHER SERVICE BUILDING IS NOW A PRIVATE RESIDENCE.  THE MARK
 HO0301'LOCATION IS IN A SEPARATE LOT AND THE LOCATION HAS BEEN DISTURBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0309 ***********************************************************************
 KO0309  DESIGNATION -  D 81
 KO0309  PID         -  KO0309
 KO0309  STATE/COUNTY-  UT/JUAB
 KO0309  COUNTRY     -  US
 KO0309  USGS QUAD   -  FISH SPRINGS SE (2017)
 KO0309
 KO0309                         *CURRENT SURVEY CONTROL
 KO0309  ______________________________________________________________________
 KO0309* NAD 83(1986) POSITION- 39 52 00.     (N) 113 17 40.     (W)   SCALED
 KO0309* NAVD 88 ORTHO HEIGHT -  1321.291 (meters)     4334.94  (feet) ADJUSTED
 KO0309  ______________________________________________________________________
 KO0309  GEOID HEIGHT    -        -19.275 (meters)                     GEOID18
 KO0309  DYNAMIC HEIGHT  -       1320.163 (meters)     4331.23  (feet) COMP
 KO0309  MODELED GRAVITY -    979,726.7   (mgal)                       NAVD 88
 KO0309
 KO0309  VERT ORDER      -  SECOND    CLASS 0
 KO0309
 KO0309.The horizontal coordinates were scaled from a map and have
 KO0309.an estimated accuracy of +/- 6 seconds.
 KO0309
 KO0309.The orthometric height was determined by differential leveling and
 KO0309.adjusted by the NATIONAL GEODETIC SURVEY
 KO0309.in June 1991.
 KO0309
 KO0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0309.GEOID18 height accuracy estimate available here.
 KO0309
 KO0309.Click photographs - Photos may exist for this station.
 KO0309
 KO0309.The dynamic height is computed by dividing the NAVD 88
 KO0309.geopotential number by the normal gravity value computed on the
 KO0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0309.degrees latitude (g = 980.6199 gals.).
 KO0309
 KO0309.The modeled gravity was interpolated from observed gravity values.
 KO0309
 KO0309;                    North         East    Units  Estimated Accuracy
 KO0309;SPC UT C     - 2,171,770.      346,490.      MT  (+/- 180 meters Scaled)
 KO0309
 KO0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK037154(NAD 83)
 KO0309
 KO0309                          SUPERSEDED SURVEY CONTROL
 KO0309
 KO0309  NGVD 29 (??/??/92) 1320.264  (m)         4331.57   (f) ADJ UNCH    2 0
 KO0309
 KO0309.Superseded values are not recommended for survey control.
 KO0309
 KO0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0309.See file dsdata.pdf to determine how the superseded data were derived.
 KO0309
 KO0309_MARKER: DB = BENCH MARK DISK
 KO0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0309_STAMPING: D 81 1934
 KO0309_MARK LOGO: CGS
 KO0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0309+STABILITY: SURFACE MOTION
 KO0309
 KO0309  HISTORY     - Date     Condition        Report By
 KO0309  HISTORY     - 1934     MONUMENTED       CGS
 KO0309  HISTORY     - 1967     GOOD             USGS
 KO0309
 KO0309                          STATION DESCRIPTION
 KO0309
 KO0309'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 KO0309'7.6 MI N FROM FISH SPRINGS.
 KO0309'FISH SPRINGS NATIONAL WILDLIFE REFUGE HEADQUARTERS, 8.6 MI. SOUTH AND
 KO0309'EAST OF ALONG PONY EXPRESS ROAD, 200 FT. SOUTH OF MAIN ROAD, 42 FT.
 KO0309'SOUTH OF ABANDONED ROAD, PROJECTING 0.5 FT., AND SET IN THE TOP OF A
 KO0309'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0137 ***********************************************************************
 LQ0137  DESIGNATION -  D 83
 LQ0137  PID         -  LQ0137
 LQ0137  STATE/COUNTY-  UT/TOOELE
 LQ0137  COUNTRY     -  US
 LQ0137  USGS QUAD   -  LEPPY PEAK (2018)
 LQ0137
 LQ0137                         *CURRENT SURVEY CONTROL
 LQ0137  ______________________________________________________________________
 LQ0137* NAD 83(1986) POSITION- 40 47 42.     (N) 114 00 05.     (W)   SCALED
 LQ0137* NAVD 88 ORTHO HEIGHT -  1465.753 (meters)     4808.89  (feet) ADJUSTED
 LQ0137  ______________________________________________________________________
 LQ0137  GEOID HEIGHT    -        -17.959 (meters)                     GEOID18
 LQ0137  DYNAMIC HEIGHT  -       1464.641 (meters)     4805.24  (feet) COMP
 LQ0137  MODELED GRAVITY -    979,813.8   (mgal)                       NAVD 88
 LQ0137
 LQ0137  VERT ORDER      -  SECOND    CLASS 0
 LQ0137
 LQ0137.The horizontal coordinates were scaled from a map and have
 LQ0137.an estimated accuracy of +/- 6 seconds.
 LQ0137
 LQ0137.The orthometric height was determined by differential leveling and
 LQ0137.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0137.in June 1991.
 LQ0137
 LQ0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0137.GEOID18 height accuracy estimate available here.
 LQ0137
 LQ0137.Click photographs - Photos may exist for this station.
 LQ0137
 LQ0137.The dynamic height is computed by dividing the NAVD 88
 LQ0137.geopotential number by the normal gravity value computed on the
 LQ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0137.degrees latitude (g = 980.6199 gals.).
 LQ0137
 LQ0137.The modeled gravity was interpolated from observed gravity values.
 LQ0137
 LQ0137;                    North         East    Units  Estimated Accuracy
 LQ0137;SPC UT C     - 2,276,260.      288,910.      MT  (+/- 180 meters Scaled)
 LQ0137
 LQ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF529203(NAD 83)
 LQ0137
 LQ0137                          SUPERSEDED SURVEY CONTROL
 LQ0137
 LQ0137  NGVD 29 (??/??/92) 1464.795  (m)         4805.75   (f) ADJ UNCH    2 0
 LQ0137
 LQ0137.Superseded values are not recommended for survey control.
 LQ0137
 LQ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0137.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0137
 LQ0137_MARKER: DB = BENCH MARK DISK
 LQ0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0137_STAMPING: D 83 1958
 LQ0137_MARK LOGO: CGS
 LQ0137_PROJECTION: PROJECTING 12 CENTIMETERS
 LQ0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0137+STABILITY: SURFACE MOTION
 LQ0137
 LQ0137  HISTORY     - Date     Condition        Report By
 LQ0137  HISTORY     - 1958     MONUMENTED       CGS
 LQ0137
 LQ0137                          STATION DESCRIPTION
 LQ0137
 LQ0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0137'5.8 MI N FROM WENDOVER.
 LQ0137'0.9 MILE EAST ALONG U.S. HIGHWAY 40 AND 50 ALTERNATE FROM THE
 LQ0137'NEVADA-UTAH STATE LINE AT WENDOVER, THENCE 4.9 MILES NORTH ALONG A
 LQ0137'GRAVELED ROAD, 0.15 MILE SOUTH OF THE JUNCTION OF A ROAD NORTHWEST TO
 LQ0137'A GRAVEL PIT, ON THE OUTSIDE OF A CURVE, AT THE NORTHWEST END OF A
 LQ0137'SHALLOW CUT THROUGH A NORTHEAST-SOUTHWEST RIDGE, 31 1/2 FEET SOUTHWEST
 LQ0137'OF THE CENTER LINE OF THE ROAD, 33 FEET NORTHWEST OF THE CENTER OF THE
 LQ0137'RIDGE, 2.7 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 LQ0137'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 LQ0137'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0386 ***********************************************************************
 MS0386  DESIGNATION -  D 84
 MS0386  PID         -  MS0386
 MS0386  STATE/COUNTY-  UT/BOX ELDER
 MS0386  COUNTRY     -  US
 MS0386  USGS QUAD   -  CRATER ISLAND NW (2017)
 MS0386
 MS0386                         *CURRENT SURVEY CONTROL
 MS0386  ______________________________________________________________________
 MS0386* NAD 83(1986) POSITION- 41 12 04.     (N) 113 55 11.     (W)   SCALED
 MS0386* NAVD 88 ORTHO HEIGHT -  1402.412 (meters)     4601.08  (feet) ADJUSTED
 MS0386  ______________________________________________________________________
 MS0386  GEOID HEIGHT    -        -17.074 (meters)                     GEOID18
 MS0386  DYNAMIC HEIGHT  -       1401.389 (meters)     4597.72  (feet) COMP
 MS0386  MODELED GRAVITY -    979,845.4   (mgal)                       NAVD 88
 MS0386
 MS0386  VERT ORDER      -  SECOND    CLASS 0
 MS0386
 MS0386.The horizontal coordinates were scaled from a map and have
 MS0386.an estimated accuracy of +/- 6 seconds.
 MS0386
 MS0386.The orthometric height was determined by differential leveling and
 MS0386.adjusted by the NATIONAL GEODETIC SURVEY
 MS0386.in June 1991.
 MS0386
 MS0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0386.GEOID18 height accuracy estimate available here.
 MS0386
 MS0386.Click photographs - Photos may exist for this station.
 MS0386
 MS0386.The dynamic height is computed by dividing the NAVD 88
 MS0386.geopotential number by the normal gravity value computed on the
 MS0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0386.degrees latitude (g = 980.6199 gals.).
 MS0386
 MS0386.The modeled gravity was interpolated from observed gravity values.
 MS0386
 MS0386;                    North         East    Units  Estimated Accuracy
 MS0386;SPC UT N     - 1,099,190.      297,070.      MT  (+/- 180 meters Scaled)
 MS0386
 MS0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL551651(NAD 83)
 MS0386
 MS0386                          SUPERSEDED SURVEY CONTROL
 MS0386
 MS0386  NGVD 29 (??/??/92) 1401.405  (m)         4597.78   (f) ADJ UNCH    2 0
 MS0386
 MS0386.Superseded values are not recommended for survey control.
 MS0386
 MS0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0386.See file dsdata.pdf to determine how the superseded data were derived.
 MS0386
 MS0386_MARKER: DB = BENCH MARK DISK
 MS0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0386_STAMPING: D 84 1958
 MS0386_MARK LOGO: CGS
 MS0386_MAGNETIC: N = NO MAGNETIC MATERIAL
 MS0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0386+STABILITY: SURFACE MOTION
 MS0386
 MS0386  HISTORY     - Date     Condition        Report By
 MS0386  HISTORY     - 1958     MONUMENTED       CGS
 MS0386  HISTORY     - 19980806 GOOD             NIMA
 MS0386
 MS0386                          STATION DESCRIPTION
 MS0386
 MS0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MS0386'10.8 MI S FROM LUCIN.
 MS0386'10.8 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT LUCIN,
 MS0386'0.15 MILE SOUTH OF THE CROSSING OF A 6-FOOT DEEP WASH, 45 1/2 FEET
 MS0386'WEST OF THE CENTER LINE OF THE ROAD, 2.3 FEET EAST OF A WITNESS POST,
 MS0386'ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 MS0386'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MS0386
 MS0386                          STATION RECOVERY (1998)
 MS0386
 MS0386'RECOVERY NOTE BY NATIONAL IMAGERY + MAPPING AGENCY 1998 (JDT)
 MS0386'GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0502 ***********************************************************************
 LO0502  DESIGNATION -  D 85
 LO0502  PID         -  LO0502
 LO0502  STATE/COUNTY-  UT/UTAH
 LO0502  COUNTRY     -  US
 LO0502  USGS QUAD   -  BRIDAL VEIL FALLS (2017)
 LO0502
 LO0502                         *CURRENT SURVEY CONTROL
 LO0502  ______________________________________________________________________
 LO0502* NAD 83(1986) POSITION- 40 20 52.     (N) 111 35 25.     (W)   SCALED
 LO0502* NAVD 88 ORTHO HEIGHT -  1580.667 (meters)     5185.91  (feet) ADJUSTED
 LO0502  ______________________________________________________________________
 LO0502  GEOID HEIGHT    -        -16.212 (meters)                     GEOID18
 LO0502  DYNAMIC HEIGHT  -       1579.247 (meters)     5181.25  (feet) COMP
 LO0502  MODELED GRAVITY -    979,672.1   (mgal)                       NAVD 88
 LO0502
 LO0502  VERT ORDER      -  SECOND    CLASS 0
 LO0502
 LO0502.The horizontal coordinates were scaled from a map and have
 LO0502.an estimated accuracy of +/- 6 seconds.
 LO0502
 LO0502.The orthometric height was determined by differential leveling and
 LO0502.adjusted by the NATIONAL GEODETIC SURVEY
 LO0502.in June 1991.
 LO0502
 LO0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0502.GEOID18 height accuracy estimate available here.
 LO0502
 LO0502.Click photographs - Photos may exist for this station.
 LO0502
 LO0502.The dynamic height is computed by dividing the NAVD 88
 LO0502.geopotential number by the normal gravity value computed on the
 LO0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0502.degrees latitude (g = 980.6199 gals.).
 LO0502
 LO0502.The modeled gravity was interpolated from observed gravity values.
 LO0502
 LO0502;                    North         East    Units  Estimated Accuracy
 LO0502;SPC UT C     - 2,223,650.      492,330.      MT  (+/- 180 meters Scaled)
 LO0502
 LO0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK498665(NAD 83)
 LO0502
 LO0502                          SUPERSEDED SURVEY CONTROL
 LO0502
 LO0502  NGVD 29 (??/??/92) 1579.567  (m)         5182.30   (f) ADJ UNCH    2 0
 LO0502
 LO0502.Superseded values are not recommended for survey control.
 LO0502
 LO0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0502.See file dsdata.pdf to determine how the superseded data were derived.
 LO0502
 LO0502_MARKER: DB = BENCH MARK DISK
 LO0502_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0502_SP_SET: WATER DIVERSION TUNNEL
 LO0502_STAMPING: D 85 1934
 LO0502_MARK LOGO: CGS
 LO0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0502+STABILITY: SURFACE MOTION
 LO0502
 LO0502  HISTORY     - Date     Condition        Report By
 LO0502  HISTORY     - 1934     MONUMENTED       CGS
 LO0502
 LO0502                          STATION DESCRIPTION
 LO0502
 LO0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0502'0.3 MI NE FROM PROVO.
 LO0502'1/3 MILE NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 LO0502'FROM THE STATION SIGN AT UPPER FALLS, UTAH COUNTY, EAST OF A TOURIST
 LO0502'PARK AND THE RAILROAD WATER TANK, AT A WATER SUPPLY DIVERSION TUNNEL
 LO0502'FOR THE UNION PACIFIC RAILROAD, AND IN THE TOP OF THE SOUTH END OF THE
 LO0502'WEST PORTAL.  A STANDARD DISK, STAMPED D 85 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0061 ***********************************************************************
 KO0061  DESIGNATION -  D 86
 KO0061  PID         -  KO0061
 KO0061  STATE/COUNTY-  UT/JUAB
 KO0061  COUNTRY     -  US
 KO0061  USGS QUAD   -  TINTIC JUNCTION (2017)
 KO0061
 KO0061                         *CURRENT SURVEY CONTROL
 KO0061  ______________________________________________________________________
 KO0061* NAD 83(1986) POSITION- 39 56 33.3    (N) 112 11 43.6    (W)   HD_HELD2
 KO0061* NAVD 88 ORTHO HEIGHT -  1813.153 (meters)     5948.65  (feet) ADJUSTED
 KO0061  ______________________________________________________________________
 KO0061  GEOID HEIGHT    -        -17.770 (meters)                     GEOID18
 KO0061  DYNAMIC HEIGHT  -       1811.410 (meters)     5942.93  (feet) COMP
 KO0061  MODELED GRAVITY -    979,600.7   (mgal)                       NAVD 88
 KO0061
 KO0061  VERT ORDER      -  SECOND    CLASS 0
 KO0061
 KO0061.The horizontal coordinates were established by autonomous hand held GPS
 KO0061.observations and have an estimated accuracy of +/- 10 meters.
 KO0061
 KO0061.The orthometric height was determined by differential leveling and
 KO0061.adjusted by the NATIONAL GEODETIC SURVEY
 KO0061.in June 1991.
 KO0061
 KO0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0061.GEOID18 height accuracy estimate available here.
 KO0061
 KO0061.Click photographs - Photos may exist for this station.
 KO0061
 KO0061.The dynamic height is computed by dividing the NAVD 88
 KO0061.geopotential number by the normal gravity value computed on the
 KO0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0061.degrees latitude (g = 980.6199 gals.).
 KO0061
 KO0061.The modeled gravity was interpolated from observed gravity values.
 KO0061
 KO0061;                    North         East    Units  Estimated Accuracy
 KO0061;SPC UT C     - 2,178,888.      440,570.      MT  (+/- 10 meters HH2 GPS)
 KO0061
 KO0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK9787022068(NAD 83)
 KO0061
 KO0061                          SUPERSEDED SURVEY CONTROL
 KO0061
 KO0061  NGVD 29 (??/??/92) 1811.925  (m)         5944.62   (f) ADJ UNCH    2 0
 KO0061
 KO0061.Superseded values are not recommended for survey control.
 KO0061
 KO0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0061.See file dsdata.pdf to determine how the superseded data were derived.
 KO0061
 KO0061_MARKER: DB = BENCH MARK DISK
 KO0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KO0061_SP_SET: FOOTING
 KO0061_STAMPING: D 86 1934
 KO0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0061
 KO0061  HISTORY     - Date     Condition        Report By
 KO0061  HISTORY     - 1934     MONUMENTED       CGS
 KO0061  HISTORY     - 1970     MARK NOT FOUND   NGS
 KO0061  HISTORY     - 20120301 MARK NOT FOUND   GEOCAC
 KO0061
 KO0061                          STATION DESCRIPTION
 KO0061
 KO0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0061'2.0 MI NW FROM TINTIC.
 KO0061'ABOUT 2.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KO0061'STATION AT TINTIC, JUAB COUNTY, AT THE U.S. AIRWAYS LANDING FIELD AT
 KO0061'KNIGHT, EAST OF THE MAIN TRACK, AT THE NORTHWEST CORNER OF A LARGE
 KO0061'CONCRETE GRAIN ELEVATOR, AND IN THE TOP OF THE CONCRETE FOOTING.  A
 KO0061'STANDARD DISK, STAMPED D 86 1934.
 KO0061
 KO0061                          STATION RECOVERY (1970)
 KO0061
 KO0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KO0061'MARK NOT FOUND.
 KO0061
 KO0061                          STATION RECOVERY (2012)
 KO0061
 KO0061'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 KO0061'STEM WAS FOUND IN THE RECESSED CIRCLE BUT DISK IS GONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0116 ***********************************************************************
 LP0116  DESIGNATION -  D 87
 LP0116  PID         -  LP0116
 LP0116  STATE/COUNTY-  UT/TOOELE
 LP0116  COUNTRY     -  US
 LP0116  USGS QUAD   -  SALT MOUNTAIN (2017)
 LP0116
 LP0116                         *CURRENT SURVEY CONTROL
 LP0116  ______________________________________________________________________
 LP0116* NAD 83(1986) POSITION- 40 32 43.     (N) 112 44 37.     (W)   SCALED
 LP0116* NAVD 88 ORTHO HEIGHT -  1324.254 (meters)     4344.66  (feet) ADJUSTED
 LP0116  ______________________________________________________________________
 LP0116  GEOID HEIGHT    -        -17.567 (meters)                     GEOID18
 LP0116  DYNAMIC HEIGHT  -       1323.197 (meters)     4341.19  (feet) COMP
 LP0116  MODELED GRAVITY -    979,781.3   (mgal)                       NAVD 88
 LP0116
 LP0116  VERT ORDER      -  SECOND    CLASS 0
 LP0116
 LP0116.The horizontal coordinates were scaled from a map and have
 LP0116.an estimated accuracy of +/- 6 seconds.
 LP0116
 LP0116.The orthometric height was determined by differential leveling and
 LP0116.adjusted by the NATIONAL GEODETIC SURVEY
 LP0116.in June 1991.
 LP0116
 LP0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0116.GEOID18 height accuracy estimate available here.
 LP0116
 LP0116.Click photographs - Photos may exist for this station.
 LP0116
 LP0116.The dynamic height is computed by dividing the NAVD 88
 LP0116.geopotential number by the normal gravity value computed on the
 LP0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0116.degrees latitude (g = 980.6199 gals.).
 LP0116
 LP0116.The modeled gravity was interpolated from observed gravity values.
 LP0116
 LP0116;                    North         East    Units  Estimated Accuracy
 LP0116;SPC UT C     - 2,246,310.      394,660.      MT  (+/- 180 meters Scaled)
 LP0116
 LP0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK523897(NAD 83)
 LP0116
 LP0116                          SUPERSEDED SURVEY CONTROL
 LP0116
 LP0116  NGVD 29 (??/??/92) 1323.211  (m)         4341.23   (f) ADJ UNCH    2 0
 LP0116
 LP0116.Superseded values are not recommended for survey control.
 LP0116
 LP0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0116.See file dsdata.pdf to determine how the superseded data were derived.
 LP0116
 LP0116_MARKER: DB = BENCH MARK DISK
 LP0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0116_STAMPING: D 87 1934
 LP0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0116+STABILITY: SURFACE MOTION
 LP0116
 LP0116  HISTORY     - Date     Condition        Report By
 LP0116  HISTORY     - 1934     MONUMENTED       CGS
 LP0116  HISTORY     - 1981     MARK NOT FOUND   USGS
 LP0116
 LP0116                          STATION DESCRIPTION
 LP0116
 LP0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0116'14.7 MI S FROM TIMPIE.
 LP0116'ABOUT 14.7 MILES SOUTH ALONG THE ROAD TO ORRS RANCH FROM THE JUNCTION
 LP0116'WITH U.S. HIGHWAY 40 AT TIMPIE, TOOELE COUNTY, ABOUT 1/2 MILE NORTH OF
 LP0116'IOSEPA, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, AND IN LINE WITH
 LP0116'THE FENCE.  A STANDARD DISK, STAMPED D 87 1934 AND SET IN THE TOP OF A
 LP0116'CONCRETE POST.
 LP0116
 LP0116                          STATION RECOVERY (1981)
 LP0116
 LP0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LP0116'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0020 ***********************************************************************
 LP0020  DESIGNATION -  D 88
 LP0020  PID         -  LP0020
 LP0020  STATE/COUNTY-  UT/TOOELE
 LP0020  COUNTRY     -  US
 LP0020  USGS QUAD   -  TOOELE (2017)
 LP0020
 LP0020                         *CURRENT SURVEY CONTROL
 LP0020  ______________________________________________________________________
 LP0020* NAD 83(1986) POSITION- 40 37 26.     (N) 112 21 09.     (W)   SCALED
 LP0020* NAVD 88 ORTHO HEIGHT -  1301.253 (meters)     4269.19  (feet) ADJUSTED
 LP0020  ______________________________________________________________________
 LP0020  GEOID HEIGHT    -        -17.559 (meters)                     GEOID18
 LP0020  DYNAMIC HEIGHT  -       1300.225 (meters)     4265.82  (feet) COMP
 LP0020  MODELED GRAVITY -    979,790.0   (mgal)                       NAVD 88
 LP0020
 LP0020  VERT ORDER      -  SECOND    CLASS 0
 LP0020
 LP0020.The horizontal coordinates were scaled from a map and have
 LP0020.an estimated accuracy of +/- 6 seconds.
 LP0020
 LP0020.The orthometric height was determined by differential leveling and
 LP0020.adjusted by the NATIONAL GEODETIC SURVEY
 LP0020.in June 1991.
 LP0020
 LP0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0020.GEOID18 height accuracy estimate available here.
 LP0020
 LP0020.Click photographs - Photos may exist for this station.
 LP0020
 LP0020.The dynamic height is computed by dividing the NAVD 88
 LP0020.geopotential number by the normal gravity value computed on the
 LP0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0020.degrees latitude (g = 980.6199 gals.).
 LP0020
 LP0020.The modeled gravity was interpolated from observed gravity values.
 LP0020
 LP0020;                    North         East    Units  Estimated Accuracy
 LP0020;SPC UT C     - 2,254,650.      427,870.      MT  (+/- 180 meters Scaled)
 LP0020
 LP0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK856978(NAD 83)
 LP0020
 LP0020                          SUPERSEDED SURVEY CONTROL
 LP0020
 LP0020  NGVD 29 (??/??/92) 1300.208  (m)         4265.77   (f) ADJ UNCH    2 0
 LP0020
 LP0020.Superseded values are not recommended for survey control.
 LP0020
 LP0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0020.See file dsdata.pdf to determine how the superseded data were derived.
 LP0020
 LP0020_MARKER: DB = BENCH MARK DISK
 LP0020_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0020_SP_SET: CULVERT HEADWALL
 LP0020_STAMPING: D 88 1934
 LP0020_MARK LOGO: CGS
 LP0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0020+STABILITY: SURFACE MOTION
 LP0020
 LP0020  HISTORY     - Date     Condition        Report By
 LP0020  HISTORY     - 1934     MONUMENTED       CGS
 LP0020  HISTORY     - 1955     POOR             USGS
 LP0020
 LP0020                          STATION DESCRIPTION
 LP0020
 LP0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0020'5.9 MI NE FROM GRANTSVILLE.
 LP0020'TOOELE COUNTY, AT THE JUNCTION OF A T-ROAD LEADING SOUTH AND IN THE
 LP0020'TOP OF THE SOUTH HEADWALL OF A CULVERT.  A STANDARD DISK, STAMPED D 88
 LP0020'1934.  NOTE-- DURING ROAD WIDENING IN 1955 THE HEADWALL CONTAINING
 LP0020'THIS MARK WAS MOVED A FEW FEET.  THE CULVERT WAS LENGTHENED AND HEAD
 LP0020'WALL RESET.  THE ELEVATION IS PROBABLY CORRECT WITHIN-PLUS OR MINUS
 LP0020'0.2 FT.  IT WAS NOT DETERMINED IF UTAH STATE HWY. COM. HAD RESET THE
 LP0020'BM.  PLANE TABLE CLOSURE ON CLOSED CIRCUIT FROM USGS BM 62 H 1922 TO
 LP0020'SUPPLEMENTAL POINT 4291 WAS MINUS 0.4 FT.
 LP0020
 LP0020                          STATION RECOVERY (1955)
 LP0020
 LP0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LP0020'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0234 ***********************************************************************
 MS0234  DESIGNATION -  D 89 RESET
 MS0234  PID         -  MS0234
 MS0234  STATE/COUNTY-  UT/BOX ELDER
 MS0234  COUNTRY     -  US
 MS0234  USGS QUAD   -  MONUMENT PEAK NE (2017)
 MS0234
 MS0234                         *CURRENT SURVEY CONTROL
 MS0234  ______________________________________________________________________
 MS0234* NAD 83(1986) POSITION- 41 57 56.     (N) 112 45 00.     (W)   SCALED
 MS0234* NAVD 88 ORTHO HEIGHT -  1400.271 (meters)     4594.06  (feet) ADJUSTED
 MS0234  ______________________________________________________________________
 MS0234  GEOID HEIGHT    -        -14.947 (meters)                     GEOID18
 MS0234  DYNAMIC HEIGHT  -       1399.350 (meters)     4591.03  (feet) COMP
 MS0234  MODELED GRAVITY -    979,915.4   (mgal)                       NAVD 88
 MS0234
 MS0234  VERT ORDER      -  SECOND    CLASS 0
 MS0234
 MS0234.The horizontal coordinates were scaled from a map and have
 MS0234.an estimated accuracy of +/- 6 seconds.
 MS0234
 MS0234.The orthometric height was determined by differential leveling and
 MS0234.adjusted by the NATIONAL GEODETIC SURVEY
 MS0234.in June 1991.
 MS0234
 MS0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0234.GEOID18 height accuracy estimate available here.
 MS0234
 MS0234.Click photographs - Photos may exist for this station.
 MS0234
 MS0234.The dynamic height is computed by dividing the NAVD 88
 MS0234.geopotential number by the normal gravity value computed on the
 MS0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0234.degrees latitude (g = 980.6199 gals.).
 MS0234
 MS0234.The modeled gravity was interpolated from observed gravity values.
 MS0234
 MS0234;                    North         East    Units  Estimated Accuracy
 MS0234;SPC UT N     - 1,182,010.      396,380.      MT  (+/- 180 meters Scaled)
 MS0234
 MS0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM549474(NAD 83)
 MS0234
 MS0234                          SUPERSEDED SURVEY CONTROL
 MS0234
 MS0234  NGVD 29 (??/??/92) 1399.249  (m)         4590.70   (f) ADJ UNCH    2 0
 MS0234
 MS0234.Superseded values are not recommended for survey control.
 MS0234
 MS0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0234.See file dsdata.pdf to determine how the superseded data were derived.
 MS0234
 MS0234_MARKER: DB = BENCH MARK DISK
 MS0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0234_STAMPING: D 89 RESET 1960
 MS0234_MARK LOGO: CGS
 MS0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0234+STABILITY: SURFACE MOTION
 MS0234
 MS0234  HISTORY     - Date     Condition        Report By
 MS0234  HISTORY     - 1960     MONUMENTED       CGS
 MS0234
 MS0234                          STATION DESCRIPTION
 MS0234
 MS0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MS0234'2.0 MI W FROM SNOWVILLE.
 MS0234'2.0 MILES WEST ON U.S. HIGHWAY 30S FROM THE NELSON CAFE, 400 FEET EAST
 MS0234'OF THE TOP OF A HILL, 114 FEET SOUTHEAST OF A TELEPHONE POLE, 65 FEET
 MS0234'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 15.7 FEET SOUTH OF A FENCE
 MS0234'LINE, 2.5 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN, SET IN A
 MS0234'CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES AND ABOUT 1 FOOT HIGHER
 MS0234'THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0316 ***********************************************************************
 JO0316  DESIGNATION -  D 9
 JO0316  PID         -  JO0316
 JO0316  STATE/COUNTY-  UT/BEAVER
 JO0316  COUNTRY     -  US
 JO0316  USGS QUAD   -  MILFORD FLAT (2017)
 JO0316
 JO0316                         *CURRENT SURVEY CONTROL
 JO0316  ______________________________________________________________________
 JO0316* NAD 83(1986) POSITION- 38 21 39.     (N) 113 02 12.     (W)   SCALED
 JO0316* NAVD 88 ORTHO HEIGHT -  1515.950 (meters)     4973.58  (feet) ADJUSTED
 JO0316  ______________________________________________________________________
 JO0316  GEOID HEIGHT    -        -20.993 (meters)                     GEOID18
 JO0316  DYNAMIC HEIGHT  -       1514.359 (meters)     4968.36  (feet) COMP
 JO0316  MODELED GRAVITY -    979,526.4   (mgal)                       NAVD 88
 JO0316
 JO0316  VERT ORDER      -  FIRST     CLASS II
 JO0316
 JO0316.The horizontal coordinates were scaled from a map and have
 JO0316.an estimated accuracy of +/- 6 seconds.
 JO0316
 JO0316.The orthometric height was determined by differential leveling and
 JO0316.adjusted by the NATIONAL GEODETIC SURVEY
 JO0316.in June 1991.
 JO0316
 JO0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0316.GEOID18 height accuracy estimate available here.
 JO0316
 JO0316.Click photographs - Photos may exist for this station.
 JO0316
 JO0316.The dynamic height is computed by dividing the NAVD 88
 JO0316.geopotential number by the normal gravity value computed on the
 JO0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0316.degrees latitude (g = 980.6199 gals.).
 JO0316
 JO0316.The modeled gravity was interpolated from observed gravity values.
 JO0316
 JO0316;                    North         East    Units  Estimated Accuracy
 JO0316;SPC UT S     - 3,189,130.      365,700.      MT  (+/- 180 meters Scaled)
 JO0316
 JO0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH220478(NAD 83)
 JO0316
 JO0316                          SUPERSEDED SURVEY CONTROL
 JO0316
 JO0316  NGVD 29 (??/??/92) 1514.894  (m)         4970.11   (f) ADJ UNCH    1 2
 JO0316
 JO0316.Superseded values are not recommended for survey control.
 JO0316
 JO0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0316.See file dsdata.pdf to determine how the superseded data were derived.
 JO0316
 JO0316_MARKER: P = PIPE CAP
 JO0316_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JO0316_STAMPING: ELEV. 4970.115 FT.
 JO0316_MARK LOGO: CGS
 JO0316_MAGNETIC: P = MARKER IS A STEEL PIPE
 JO0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0316
 JO0316  HISTORY     - Date     Condition        Report By
 JO0316  HISTORY     - 1908     MONUMENTED       CGS
 JO0316  HISTORY     - 1934     GOOD             CGS
 JO0316
 JO0316                          STATION DESCRIPTION
 JO0316
 JO0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0316'2.7 MI SW FROM MILFORD.
 JO0316'ABOUT 2.7 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 JO0316'MILFORD, BEAVER COUNTY, ABOUT 3 POLES NORTHEAST OF MILE POLE 574, NEAR
 JO0316'THE CROSSING OF THE ROAD LEADING TO THE MARTIN RANCH, ABOUT 98 FEET
 JO0316'NORTHWEST OF THE CENTER LINE OF THE MAIN TRACK, AND ABOUT 3 FEET LOWER
 JO0316'THAN THE TOP OF THE RAIL.  A STANDARD CAP, STAMPED ELEV. 4970.115 FT.
 JO0316'AND FASTENED ON THE TOP OF AN IRON PIPE PROJECTING ABOUT 6 INCHES
 JO0316'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0034 ***********************************************************************
 MS0034  DESIGNATION -  D 90
 MS0034  PID         -  MS0034
 MS0034  STATE/COUNTY-  UT/BOX ELDER
 MS0034  COUNTRY     -  US
 MS0034  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0034
 MS0034                         *CURRENT SURVEY CONTROL
 MS0034  ______________________________________________________________________
 MS0034* NAD 83(1986) POSITION- 41 36 39.     (N) 112 04 16.     (W)   SCALED
 MS0034* NAVD 88 ORTHO HEIGHT -  1295.610 (meters)     4250.68  (feet) ADJUSTED
 MS0034  ______________________________________________________________________
 MS0034  GEOID HEIGHT    -        -15.928 (meters)                     GEOID18
 MS0034  DYNAMIC HEIGHT  -       1294.697 (meters)     4247.69  (feet) COMP
 MS0034  MODELED GRAVITY -    979,873.6   (mgal)                       NAVD 88
 MS0034
 MS0034  VERT ORDER      -  FIRST     CLASS II
 MS0034
 MS0034.The horizontal coordinates were scaled from a map and have
 MS0034.an estimated accuracy of +/- 6 seconds.
 MS0034
 MS0034.The orthometric height was determined by differential leveling and
 MS0034.adjusted by the NATIONAL GEODETIC SURVEY
 MS0034.in June 1991.
 MS0034
 MS0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0034.GEOID18 height accuracy estimate available here.
 MS0034
 MS0034.Click photographs - Photos may exist for this station.
 MS0034
 MS0034.The dynamic height is computed by dividing the NAVD 88
 MS0034.geopotential number by the normal gravity value computed on the
 MS0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0034.degrees latitude (g = 980.6199 gals.).
 MS0034
 MS0034.The modeled gravity was interpolated from observed gravity values.
 MS0034
 MS0034;                    North         East    Units  Estimated Accuracy
 MS0034;SPC UT N     - 1,142,030.      452,400.      MT  (+/- 180 meters Scaled)
 MS0034
 MS0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM107071(NAD 83)
 MS0034
 MS0034                          SUPERSEDED SURVEY CONTROL
 MS0034
 MS0034  NGVD 29 (??/??/92) 1294.63   (m)         4247.5    (f) COMPUTED    1 2
 MS0034
 MS0034.Superseded values are not recommended for survey control.
 MS0034
 MS0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0034.See file dsdata.pdf to determine how the superseded data were derived.
 MS0034
 MS0034_MARKER: DB = BENCH MARK DISK
 MS0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0034_STAMPING: D 90 1934
 MS0034_MARK LOGO: CGS
 MS0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0034+STABILITY: SURFACE MOTION
 MS0034
 MS0034  HISTORY     - Date     Condition        Report By
 MS0034  HISTORY     - 1934     MONUMENTED       CGS
 MS0034  HISTORY     - 1954     MARK NOT FOUND   USGS
 MS0034
 MS0034                          STATION DESCRIPTION
 MS0034
 MS0034'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 MS0034'IN CALLSPORT.
 MS0034'AT CALLSPORT, BOX ELDER COUNTY, ON THE UNION PACIFIC RAILROAD, 2-1/2
 MS0034'POLES NORTHWEST OF THE STATION SIGN, AT A ROAD CROSSING, 88 FEET WEST
 MS0034'OF THE CENTERLINE OF THE WEST TRACK, 42 FEET NORTH OF THE CENTERLINE
 MS0034'OF THE ROAD, 52 FEET WEST OF THE WEST END OF A GATE IN THE
 MS0034'RIGHT-OF-WAY FENCE, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED D
 MS0034'90 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 MS0034'RIGHT-OF-WAY HAS BEEN MOVED CLOSER TO THE TRACK AND NOW THE BM IS OUT
 MS0034'IN A FIELD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0611 ***********************************************************************
 LO0611  DESIGNATION -  D 91
 LO0611  PID         -  LO0611
 LO0611  STATE/COUNTY-  UT/SALT LAKE
 LO0611  COUNTRY     -  US
 LO0611  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0611
 LO0611                         *CURRENT SURVEY CONTROL
 LO0611  ______________________________________________________________________
 LO0611* NAD 83(1986) POSITION- 40 43 32.     (N) 111 58 18.     (W)   SCALED
 LO0611* NAVD 88 ORTHO HEIGHT -  1293.207 (meters)     4242.80  (feet) ADJUSTED
 LO0611  ______________________________________________________________________
 LO0611  GEOID HEIGHT    -        -17.147 (meters)                     GEOID18
 LO0611  DYNAMIC HEIGHT  -       1292.182 (meters)     4239.43  (feet) COMP
 LO0611  MODELED GRAVITY -    979,788.4   (mgal)                       NAVD 88
 LO0611
 LO0611  VERT ORDER      -  FIRST     CLASS II
 LO0611
 LO0611.The horizontal coordinates were scaled from a map and have
 LO0611.an estimated accuracy of +/- 6 seconds.
 LO0611
 LO0611.The orthometric height was determined by differential leveling and
 LO0611.adjusted by the NATIONAL GEODETIC SURVEY
 LO0611.in June 1991.
 LO0611
 LO0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0611.GEOID18 height accuracy estimate available here.
 LO0611
 LO0611.Click photographs - Photos may exist for this station.
 LO0611
 LO0611.The dynamic height is computed by dividing the NAVD 88
 LO0611.geopotential number by the normal gravity value computed on the
 LO0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0611.degrees latitude (g = 980.6199 gals.).
 LO0611
 LO0611.The modeled gravity was interpolated from observed gravity values.
 LO0611
 LO0611;                    North         East    Units  Estimated Accuracy
 LO0611;SPC UT C     - 2,265,700.      460,150.      MT  (+/- 180 meters Scaled)
 LO0611
 LO0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL179087(NAD 83)
 LO0611
 LO0611                          SUPERSEDED SURVEY CONTROL
 LO0611
 LO0611  NGVD 29 (??/??/92) 1292.271  (m)         4239.73   (f) ADJ UNCH    1 2
 LO0611
 LO0611.Superseded values are not recommended for survey control.
 LO0611
 LO0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0611.See file dsdata.pdf to determine how the superseded data were derived.
 LO0611
 LO0611_MARKER: DB = BENCH MARK DISK
 LO0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0611_STAMPING: D 91 1953
 LO0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0611+STABILITY: SURFACE MOTION
 LO0611
 LO0611  HISTORY     - Date     Condition        Report By
 LO0611  HISTORY     - 1953     MONUMENTED       CGS
 LO0611
 LO0611                          STATION DESCRIPTION
 LO0611
 LO0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LO0611'5.9 MI SW FROM SALT LAKE CITY.
 LO0611'2.7 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 LO0611'THE FREIGHT DEPOT AT SALT LAKE CITY, THENCE 3.2 MILES WEST ALONG STATE
 LO0611'HIGHWAY 201.  AT THE UTAH CENTRAL AIRPORT, AT THE MAIN ENTRANCE, IN
 LO0611'THE SOUTHWEST CORNER OF THE YARD, 145.6 FEET WEST OF THE NORTHWEST
 LO0611'CORNER OF THE CONTROL TOWER AND OFFICE BULDING, 150.8 FEET SOUTH OF
 LO0611'THE CENTER LINE OF THE HIGHWAY, 53.6 FEET EAST OF THE SOUTHEAST CORNER
 LO0611'OF THE CONCRETE FOUNDATION OF THE WIND INDICATOR, 0.7 FOOT NORTH OF A
 LO0611'CONCRETE CURB SURROUNDING A ROW OF TREES, 0.7 FOOT EAST OF THE CURB,
 LO0611'ABOUT LEVEL WITH THE CURB, AND SET IN THE TOP OF A CONCRETE POST
 LO0611'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0154 ***********************************************************************
 MS0154  DESIGNATION -  D 92
 MS0154  PID         -  MS0154
 MS0154  STATE/COUNTY-  UT/DAVIS
 MS0154  COUNTRY     -  US
 MS0154  USGS QUAD   -  CLEARFIELD (2017)
 MS0154
 MS0154                         *CURRENT SURVEY CONTROL
 MS0154  ______________________________________________________________________
 MS0154* NAD 83(1986) POSITION- 41 07 06.     (N) 112 03 54.     (W)   SCALED
 MS0154* NAVD 88 ORTHO HEIGHT -  1329.804 (meters)     4362.87  (feet) ADJUSTED
 MS0154  ______________________________________________________________________
 MS0154  GEOID HEIGHT    -        -17.047 (meters)                     GEOID18
 MS0154  DYNAMIC HEIGHT  -       1328.792 (meters)     4359.55  (feet) COMP
 MS0154  MODELED GRAVITY -    979,817.3   (mgal)                       NAVD 88
 MS0154
 MS0154  VERT ORDER      -  FIRST     CLASS II
 MS0154
 MS0154.The horizontal coordinates were scaled from a map and have
 MS0154.an estimated accuracy of +/- 6 seconds.
 MS0154
 MS0154.The orthometric height was determined by differential leveling and
 MS0154.adjusted by the NATIONAL GEODETIC SURVEY
 MS0154.in June 1991.
 MS0154
 MS0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0154.GEOID18 height accuracy estimate available here.
 MS0154
 MS0154.Click photographs - Photos may exist for this station.
 MS0154
 MS0154.The dynamic height is computed by dividing the NAVD 88
 MS0154.geopotential number by the normal gravity value computed on the
 MS0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0154.degrees latitude (g = 980.6199 gals.).
 MS0154
 MS0154.The modeled gravity was interpolated from observed gravity values.
 MS0154
 MS0154;                    North         East    Units  Estimated Accuracy
 MS0154;SPC UT N     - 1,087,330.      452,550.      MT  (+/- 180 meters Scaled)
 MS0154
 MS0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL105524(NAD 83)
 MS0154
 MS0154                          SUPERSEDED SURVEY CONTROL
 MS0154
 MS0154  NGVD 29 (??/??/92) 1328.892  (m)         4359.87   (f) ADJ UNCH    1 2
 MS0154
 MS0154.Superseded values are not recommended for survey control.
 MS0154
 MS0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0154.See file dsdata.pdf to determine how the superseded data were derived.
 MS0154
 MS0154_MARKER: DB = BENCH MARK DISK
 MS0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0154_STAMPING: D 92 1953
 MS0154_MARK LOGO: CGS
 MS0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0154+STABILITY: SURFACE MOTION
 MS0154
 MS0154  HISTORY     - Date     Condition        Report By
 MS0154  HISTORY     - 1953     MONUMENTED       CGS
 MS0154  HISTORY     - 1972     MARK NOT FOUND   USGS
 MS0154  HISTORY     - 1988     MARK NOT FOUND   USGS
 MS0154
 MS0154                          STATION DESCRIPTION
 MS0154
 MS0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0154'2.4 MI W FROM CLEARFIELD.
 MS0154'0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE AT
 MS0154'CLEARFIELD, THENCE 2.0 MILES WEST ALONG WEST POINT ROAD, 1.8 MILES
 MS0154'NORTH OF THE SYRACUSE SCHOOL, AT THE INTERSECTION OF A NORTH-SOUTH
 MS0154'ASPHALT ROAD, ABOUT 60 YARDS SOUTHWEST OF AND ACROSS THE ASPHALT ROAD
 MS0154'FROM THE SOUTHWEST CORNER OF A BRICK FARMHOUSE, 61.0 FEET NORTH OF THE
 MS0154'CENTER LINE OF WEST POINT ROAD, 29.4 FEET WEST OF THE CENTER LINE OF
 MS0154'THE ASPHALT ROAD, 30 FEET NORTH OF A FENCE CORNER, 1.0 FOOT EAST OF A
 MS0154'FENCE, 0.9 FOOT NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROADS,
 MS0154'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 MS0154'GROUND.
 MS0154
 MS0154                          STATION RECOVERY (1972)
 MS0154
 MS0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MS0154'MARK NOT FOUND.
 MS0154
 MS0154                          STATION RECOVERY (1988)
 MS0154
 MS0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (GH)
 MS0154'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0117 ***********************************************************************
 MS0117  DESIGNATION -  D 93
 MS0117  PID         -  MS0117
 MS0117  STATE/COUNTY-  UT/BOX ELDER
 MS0117  COUNTRY     -  US
 MS0117  USGS QUAD   -  WILLARD (2017)
 MS0117
 MS0117                         *CURRENT SURVEY CONTROL
 MS0117  ______________________________________________________________________
 MS0117* NAD 83(1986) POSITION- 41 28 10.     (N) 112 02 57.     (W)   SCALED
 MS0117* NAVD 88 ORTHO HEIGHT -  1297.216 (meters)     4255.95  (feet) ADJUSTED
 MS0117  ______________________________________________________________________
 MS0117  GEOID HEIGHT    -        -16.225 (meters)                     GEOID18
 MS0117  DYNAMIC HEIGHT  -       1296.280 (meters)     4252.88  (feet) COMP
 MS0117  MODELED GRAVITY -    979,857.5   (mgal)                       NAVD 88
 MS0117
 MS0117  VERT ORDER      -  FIRST     CLASS II
 MS0117
 MS0117.The horizontal coordinates were scaled from a map and have
 MS0117.an estimated accuracy of +/- 6 seconds.
 MS0117
 MS0117.The orthometric height was determined by differential leveling and
 MS0117.adjusted by the NATIONAL GEODETIC SURVEY
 MS0117.in June 1991.
 MS0117
 MS0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0117.GEOID18 height accuracy estimate available here.
 MS0117
 MS0117.Click photographs - Photos may exist for this station.
 MS0117
 MS0117.The dynamic height is computed by dividing the NAVD 88
 MS0117.geopotential number by the normal gravity value computed on the
 MS0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0117.degrees latitude (g = 980.6199 gals.).
 MS0117
 MS0117.The modeled gravity was interpolated from observed gravity values.
 MS0117
 MS0117;                    North         East    Units  Estimated Accuracy
 MS0117;SPC UT N     - 1,126,310.      454,130.      MT  (+/- 180 meters Scaled)
 MS0117
 MS0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL123914(NAD 83)
 MS0117
 MS0117                          SUPERSEDED SURVEY CONTROL
 MS0117
 MS0117  NGVD 29 (??/??/92) 1296.224  (m)         4252.69   (f) ADJ UNCH    1 2
 MS0117
 MS0117.Superseded values are not recommended for survey control.
 MS0117
 MS0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0117.See file dsdata.pdf to determine how the superseded data were derived.
 MS0117
 MS0117_MARKER: DB = BENCH MARK DISK
 MS0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0117_STAMPING: D 93 1953
 MS0117_MARK LOGO: CGS
 MS0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0117+STABILITY: SURFACE MOTION
 MS0117
 MS0117  HISTORY     - Date     Condition        Report By
 MS0117  HISTORY     - 1953     MONUMENTED       CGS
 MS0117
 MS0117                          STATION DESCRIPTION
 MS0117
 MS0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0117'3.0 MI S FROM BRIGHAM CITY.
 MS0117'3.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MS0117'BRIGHAM CITY, AT THE CROSSING OF A FARM ROAD, 0.1 MILE (3-3/4 POLES)
 MS0117'NORTH OF MILEPOLE 18, 93.5 FEET NORTH OF THE NORTHEAST CORNER OF THE
 MS0117'EAST STONE HEAD WALL OF 30-INCH CAST IRON PIPE CULVERT 18.10, 41 FEET
 MS0117'SOUTH OF TELEPHONE POLE E 37, 28.8 FEET EAST OF THE EAST RAIL, 9.4
 MS0117'FEET NORTH OF THE NORTH END OF A BOARD GATE ACROSS THE ROAD, 1.1 FEET
 MS0117'WEST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET LOWER
 MS0117'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 MS0117'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0078 ***********************************************************************
 MS0078  DESIGNATION -  D 94
 MS0078  PID         -  MS0078
 MS0078  STATE/COUNTY-  UT/BOX ELDER
 MS0078  COUNTRY     -  US
 MS0078  USGS QUAD   -  PUBLIC SHOOTING GROUNDS (2017)
 MS0078
 MS0078                         *CURRENT SURVEY CONTROL
 MS0078  ______________________________________________________________________
 MS0078* NAD 83(1986) POSITION- 41 36 31.6    (N) 112 19 55.0    (W)   HD_HELD2
 MS0078* NAVD 88 ORTHO HEIGHT -  1291.835 (meters)     4238.30  (feet) ADJUSTED
 MS0078  ______________________________________________________________________
 MS0078  GEOID HEIGHT    -        -16.017 (meters)                     GEOID18
 MS0078  DYNAMIC HEIGHT  -       1290.946 (meters)     4235.38  (feet) COMP
 MS0078  MODELED GRAVITY -    979,890.4   (mgal)                       NAVD 88
 MS0078
 MS0078  VERT ORDER      -  FIRST     CLASS II
 MS0078
 MS0078.The horizontal coordinates were established by autonomous hand held GPS
 MS0078.observations and have an estimated accuracy of +/- 10 meters.
 MS0078
 MS0078.The orthometric height was determined by differential leveling and
 MS0078.adjusted by the NATIONAL GEODETIC SURVEY
 MS0078.in June 1991.
 MS0078
 MS0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0078.GEOID18 height accuracy estimate available here.
 MS0078
 MS0078.Click photographs - Photos may exist for this station.
 MS0078
 MS0078.The dynamic height is computed by dividing the NAVD 88
 MS0078.geopotential number by the normal gravity value computed on the
 MS0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0078.degrees latitude (g = 980.6199 gals.).
 MS0078
 MS0078.The modeled gravity was interpolated from observed gravity values.
 MS0078
 MS0078;                    North         East    Units  Estimated Accuracy
 MS0078;SPC UT N     - 1,141,973.      430,655.      MT  (+/- 10 meters HH2 GPS)
 MS0078
 MS0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM8901707197(NAD 83)
 MS0078
 MS0078                          SUPERSEDED SURVEY CONTROL
 MS0078
 MS0078  NGVD 29 (??/??/92) 1290.846  (m)         4235.05   (f) ADJ UNCH    1 2
 MS0078
 MS0078.Superseded values are not recommended for survey control.
 MS0078
 MS0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0078.See file dsdata.pdf to determine how the superseded data were derived.
 MS0078
 MS0078_MARKER: DB = BENCH MARK DISK
 MS0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0078_STAMPING: D 94 1953
 MS0078_MARK LOGO: CGS
 MS0078_PROJECTION: PROJECTING 5 CENTIMETERS
 MS0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0078+STABILITY: SURFACE MOTION
 MS0078
 MS0078  HISTORY     - Date     Condition        Report By
 MS0078  HISTORY     - 1953     MONUMENTED       CGS
 MS0078  HISTORY     - 1984     GOOD             NGS
 MS0078
 MS0078                          STATION DESCRIPTION
 MS0078
 MS0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0078'12.4 MI W FROM CORINNE.
 MS0078'0.2 MILE NORTH ALONG FOURTH STREET FROM THE PULBIC SCHOOL AT CORINNE,
 MS0078'THENCE 12.2 MILES WEST ALONG STATE HIGHWAY 83.  ON A GRASSY BENCH
 MS0078'BETWEEN A WIDE GRASSY FLAT AND A NARROW SANDY FLAT, AT THE T JUNCTION
 MS0078'OF A TRACK ROAD LEADING SOUTH, 184 FEET WEST OF THE TOP OF THE WEST
 MS0078'BANK OF THE SANDY FLAT, 95.7 FEET SOUTH OF THE CENTER LINE OF THE
 MS0078'HIGHWAY, 43 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.7 FEET NORTH
 MS0078'OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF
 MS0078'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MS0078
 MS0078                          STATION RECOVERY (1984)
 MS0078
 MS0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0078'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.54 KM
 MS0078'(6.55 MI) NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE IN
 MS0078'BRIGHAM CITY, THENCE 19.61 KM (12.19 MI) NORTHWEST ALONG STATE HIGHWAY
 MS0078'83, ON A LARGE FLAT GRASSY AREA AT THE WEST END OF A LONG CURVE,
 MS0078'25.3 METERS (83 FT) SOUTH OF THE HIGHWAY CENTERLINE, 61.0 METERS
 MS0078'(200 FT) EAST OF THE NORTH POLE OF A TRIPLE POWER POLE STRUCTURE AND
 MS0078'5.2 METERS (17 FT) NORTH OF THE RIGHT OF WAY FENCE.
 MS0078'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 MS0078'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0041 ***********************************************************************
 MS0041  DESIGNATION -  D 95
 MS0041  PID         -  MS0041
 MS0041  STATE/COUNTY-  UT/BOX ELDER
 MS0041  COUNTRY     -  US
 MS0041  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0041
 MS0041                         *CURRENT SURVEY CONTROL
 MS0041  ______________________________________________________________________
 MS0041* NAD 83(1986) POSITION- 41 30 22.23   (N) 112 00 33.42   (W)   HD_HELD1
 MS0041* NAVD 88 ORTHO HEIGHT -  1372.121 (meters)     4501.70  (feet) ADJUSTED
 MS0041  ______________________________________________________________________
 MS0041  GEOID HEIGHT    -        -15.980 (meters)                     GEOID18
 MS0041  DYNAMIC HEIGHT  -       1371.127 (meters)     4498.44  (feet) COMP
 MS0041  MODELED GRAVITY -    979,851.2   (mgal)                       NAVD 88
 MS0041
 MS0041  VERT ORDER      -  FIRST     CLASS I
 MS0041
 MS0041.The horizontal coordinates were determined by differentially corrected
 MS0041.hand held GPS observations or other comparable positioning techniques
 MS0041.and have an estimated accuracy of +/- 3 meters.
 MS0041
 MS0041.The orthometric height was determined by differential leveling and
 MS0041.adjusted by the NATIONAL GEODETIC SURVEY
 MS0041.in June 1991.
 MS0041
 MS0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0041.GEOID18 height accuracy estimate available here.
 MS0041
 MS0041.Click photographs - Photos may exist for this station.
 MS0041
 MS0041.The dynamic height is computed by dividing the NAVD 88
 MS0041.geopotential number by the normal gravity value computed on the
 MS0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0041.degrees latitude (g = 980.6199 gals.).
 MS0041
 MS0041.The modeled gravity was interpolated from observed gravity values.
 MS0041
 MS0041;                    North         East    Units  Estimated Accuracy
 MS0041;SPC UT N     - 1,130,370.2     457,482.5     MT  (+/- 3 meters HH1 GPS) 
 MS0041
 MS0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1576995441(NAD 83)
 MS0041
 MS0041                          SUPERSEDED SURVEY CONTROL
 MS0041
 MS0041.No superseded survey control is available for this station.
 MS0041
 MS0041_MARKER: DB = BENCH MARK DISK
 MS0041_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0041_SP_SET: BRIDGE FLOOR
 MS0041_STAMPING: D 95 1953
 MS0041_MARK LOGO: CGS
 MS0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0041+STABILITY: SURFACE MOTION
 MS0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0041+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2020
 MS0041
 MS0041  HISTORY     - Date     Condition        Report By
 MS0041  HISTORY     - 1953     MONUMENTED       CGS
 MS0041  HISTORY     - 1967     GOOD             CGS
 MS0041  HISTORY     - 1984     GOOD             NGS
 MS0041  HISTORY     - 20060915 GOOD             INDIV
 MS0041  HISTORY     - 20061002 GOOD             INDIV
 MS0041  HISTORY     - 20200621 GOOD             INDIV
 MS0041
 MS0041                          STATION DESCRIPTION
 MS0041
 MS0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0041'IN BRIGHAM CITY.
 MS0041'AT BRIGHAM CITY, AT THE NORTHEAST CORNER OF THE INTERSECTION OF U.S.
 MS0041'HIGHWAY 91 (SECOND SOUTH STREET) AND FOURTH EAST STREET, ABOUT 0.4
 MS0041'MILE EAST OF THE FORMER POST OFFICE BUILDING AND BENCH MARK A 90, IN
 MS0041'THE TOP OF THE NORTHEAST END OF A BRIDGE FLOOR OF BRIDGE OVER BOX
 MS0041'ELDER CREEK, 4.2 FEET NORTHWEST OF THE EAST CORNER OF THE BRIDGE
 MS0041'FLOOR, 15.6 FEET NORTH OF THE NORTH CURB OF THE HIGHWAY, 17.1 FEET
 MS0041'EAST OF THE EAST EDGE OF THE EAST SIDEWALK OF FOURTH EAST STREET, 0.5
 MS0041'FOOT SOUTHWEST OF A STEEL GUARDRAIL POST, AND ABOUT 1/2 FOOT HIGHER
 MS0041'THAN THE HIGHWAY.
 MS0041
 MS0041                          STATION RECOVERY (1984)
 MS0041
 MS0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0041'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN BRIGHAM
 MS0041'CITY, IN THE NORTHEAST CORNER OF THE INTERSECTION OF 4TH STREET EAST
 MS0041'AND 2ND STREET SOUTH (US HIGHWAY 91), IN TOP OF AND 1.2 METERS (4 FT)
 MS0041'NORTHWEST OF THE SOUTHEAST EDGE OF THE CONCRETE BRIDGE FLOOR OF A
 MS0041'SMALL BRIDGE OVER THE PERRY CANAL AND DIRECTLY OVER THE SOUTHEAST ONE
 MS0041'OF TWO CONCRETE CENTER SUPPORTS, 4.8 METERS (16 FT) NORTH OF THE NORTH
 MS0041'CURB OF 2ND STREET, 10.0 METERS (33 FT) EAST OF THE EAST CURB OF 4TH
 MS0041'STREET AND 0.2 METER (0.5 FT) SOUTHWEST OF AN IRON PIPE RAILING.
 MS0041'THE MARK IS ABOVE LEVEL WITH 2ND STREET.
 MS0041
 MS0041                          STATION RECOVERY (2006)
 MS0041
 MS0041'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RCW)
 MS0041'RECOVERED IN GOOD CONDITION.
 MS0041
 MS0041                          STATION RECOVERY (2006)
 MS0041
 MS0041'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RCW)
 MS0041'RECOVERED IN GOOD CONDITION.
 MS0041
 MS0041                          STATION RECOVERY (2020)
 MS0041
 MS0041'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (BM)
 MS0041'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0299 ***********************************************************************
 MS0299  DESIGNATION -  D 96
 MS0299  PID         -  MS0299
 MS0299  STATE/COUNTY-  UT/BOX ELDER
 MS0299  COUNTRY     -  US
 MS0299  USGS QUAD   -  RED DOME (2017)
 MS0299
 MS0299                         *CURRENT SURVEY CONTROL
 MS0299  ______________________________________________________________________
 MS0299* NAD 83(1986) POSITION- 41 31 26.     (N) 113 26 46.     (W)   SCALED
 MS0299* NAVD 88 ORTHO HEIGHT -  1426.421 (meters)     4679.85  (feet) ADJUSTED
 MS0299  ______________________________________________________________________
 MS0299  GEOID HEIGHT    -        -16.237 (meters)                     GEOID18
 MS0299  DYNAMIC HEIGHT  -       1425.421 (meters)     4676.57  (feet) COMP
 MS0299  MODELED GRAVITY -    979,872.3   (mgal)                       NAVD 88
 MS0299
 MS0299  VERT ORDER      -  FIRST     CLASS II
 MS0299
 MS0299.The horizontal coordinates were scaled from a map and have
 MS0299.an estimated accuracy of +/- 6 seconds.
 MS0299
 MS0299.The orthometric height was determined by differential leveling and
 MS0299.adjusted by the NATIONAL GEODETIC SURVEY
 MS0299.in June 1991.
 MS0299
 MS0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0299.GEOID18 height accuracy estimate available here.
 MS0299
 MS0299.Click photographs - Photos may exist for this station.
 MS0299
 MS0299.The dynamic height is computed by dividing the NAVD 88
 MS0299.geopotential number by the normal gravity value computed on the
 MS0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0299.degrees latitude (g = 980.6199 gals.).
 MS0299
 MS0299.The modeled gravity was interpolated from observed gravity values.
 MS0299
 MS0299;                    North         East    Units  Estimated Accuracy
 MS0299;SPC UT N     - 1,134,030.      337,590.      MT  (+/- 180 meters Scaled)
 MS0299
 MS0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL959998(NAD 83)
 MS0299
 MS0299                          SUPERSEDED SURVEY CONTROL
 MS0299
 MS0299  NGVD 29 (??/??/92) 1425.378  (m)         4676.43   (f) ADJ UNCH    1 2
 MS0299
 MS0299.Superseded values are not recommended for survey control.
 MS0299
 MS0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0299.See file dsdata.pdf to determine how the superseded data were derived.
 MS0299
 MS0299_MARKER: DB = BENCH MARK DISK
 MS0299_SETTING: 80 = SET IN A BOULDER
 MS0299_STAMPING: D 96 1953
 MS0299_MARK LOGO: CGS
 MS0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0299+STABILITY: SURFACE MOTION
 MS0299
 MS0299  HISTORY     - Date     Condition        Report By
 MS0299  HISTORY     - 1953     MONUMENTED       CGS
 MS0299
 MS0299                          STATION DESCRIPTION
 MS0299
 MS0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0299'7.5 MI NE FROM WATERCRESS.
 MS0299'7.5 MILES NORTHEAST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0299'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0299'WATERCRESS, 0.1 MILE EAST OF A 3- BY 2-FOOT STONE CULVERT, 392 FEET
 MS0299'SOUTH OF AND ACROSS THE ROAD FROM MILEPOLE 707, IN THE TOP OF A LONE
 MS0299'6- BY 6-FOOT RED-AND-GREY BOULDER PROJECTING ABOUT 4 FEET ABOVE THE
 MS0299'GROUND, 336 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 10
 MS0299'FEET LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0367 ***********************************************************************
 MS0367  DESIGNATION -  D 97
 MS0367  PID         -  MS0367
 MS0367  STATE/COUNTY-  UT/BOX ELDER
 MS0367  COUNTRY     -  US
 MS0367  USGS QUAD   -  LUCIN (2017)
 MS0367
 MS0367                         *CURRENT SURVEY CONTROL
 MS0367  ______________________________________________________________________
 MS0367* NAD 83(1986) POSITION- 41 22 12.     (N) 113 59 08.     (W)   SCALED
 MS0367* NAVD 88 ORTHO HEIGHT -  1396.404 (meters)     4581.37  (feet) POSTED
 MS0367  ______________________________________________________________________
 MS0367  GEOID HEIGHT    -        -16.672 (meters)                     GEOID18
 MS0367  DYNAMIC HEIGHT  -       1395.39  (meters)     4578.0   (feet) COMP
 MS0367  MODELED GRAVITY -    979,846.8   (mgal)                       NAVD 88
 MS0367
 MS0367  VERT ORDER      -  * POSTED, SEE BELOW
 MS0367
 MS0367.The horizontal coordinates were scaled from a map and have
 MS0367.an estimated accuracy of +/- 6 seconds.
 MS0367
 MS0367.The orthometric height was determined by differential leveling
 MS0367.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MS0367
 MS0367.* This is a POSTED BENCH MARK height.
 MS0367
 MS0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0367.GEOID18 height accuracy estimate available here.
 MS0367
 MS0367.Click photographs - Photos may exist for this station.
 MS0367
 MS0367.The dynamic height is computed by dividing the NAVD 88
 MS0367.geopotential number by the normal gravity value computed on the
 MS0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0367.degrees latitude (g = 980.6199 gals.).
 MS0367
 MS0367.The modeled gravity was interpolated from observed gravity values.
 MS0367
 MS0367;                    North         East    Units  Estimated Accuracy
 MS0367;SPC UT N     - 1,118,100.      292,090.      MT  (+/- 180 meters Scaled)
 MS0367
 MS0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL503841(NAD 83)
 MS0367
 MS0367                          SUPERSEDED SURVEY CONTROL
 MS0367
 MS0367  NGVD 29 (??/??/92) 1395.373  (m)         4577.99   (f) ADJ UNCH    1 2
 MS0367
 MS0367.Superseded values are not recommended for survey control.
 MS0367
 MS0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0367.See file dsdata.pdf to determine how the superseded data were derived.
 MS0367
 MS0367_MARKER: DB = BENCH MARK DISK
 MS0367_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0367_SP_SET: CULVERT HEADWALL
 MS0367_STAMPING: D 97 1953
 MS0367_MARK LOGO: CGS
 MS0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0367+STABILITY: SURFACE MOTION
 MS0367
 MS0367  HISTORY     - Date     Condition        Report By
 MS0367  HISTORY     - 1953     MONUMENTED       CGS
 MS0367  HISTORY     - 1984     MARK NOT FOUND   NGS
 MS0367
 MS0367                          STATION DESCRIPTION
 MS0367
 MS0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0367'4.8 MI W FROM LUCIN.
 MS0367'4.8 MILES WEST ALONG THE EAST-BOUND TRACK OF THE SOUTHERN PACIFIC
 MS0367'COMPANY RAILROAD FROM THE POST OFFICE AT LUCIN, 3-1/4 POLES NORTHEAST
 MS0367'OF MILEPOLE 675, AT 24-INCH CAST IRON PIPE CULVERT 675.07, IN THE TOP
 MS0367'OF THE SOUTHEAST CONCRETE HEAD WALL, 8.7 FEET SOUTHWEST OF THE
 MS0367'NORTHEAST END, 1.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 3
 MS0367'FEET LOWER THAN THE TRACK.
 MS0367
 MS0367                          STATION RECOVERY (1984)
 MS0367
 MS0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0367'NOT RECOVERED.  MARK IS BURIED UNDER NEW RAILROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0971 ***********************************************************************
 LO0971  DESIGNATION -  DALE
 LO0971  PID         -  LO0971
 LO0971  STATE/COUNTY-  UT/SALT LAKE
 LO0971  COUNTRY     -  US
 LO0971  USGS QUAD   -  FORT DOUGLAS (2017)
 LO0971
 LO0971                         *CURRENT SURVEY CONTROL
 LO0971  ______________________________________________________________________
 LO0971* NAD 83(1994) POSITION- 40 45 19.49920(N) 111 45 03.48223(W)   ADJUSTED
 LO0971* NAVD 88 ORTHO HEIGHT -  2248.9   (meters)     7378.    (feet) VERTCON3
 LO0971  ______________________________________________________________________
 LO0971  GEOID HEIGHT    -        -16.040 (meters)                     GEOID18
 LO0971  LAPLACE CORR    -          2.40  (seconds)                    DEFLEC18
 LO0971  HORZ ORDER      -  FIRST
 LO0971
 LO0971.The horizontal coordinates were established by classical geodetic methods
 LO0971.and adjusted by the National Geodetic Survey in November 1997.
 LO0971
 LO0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0971
 LO0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0971.GEOID18 height accuracy estimate available here.
 LO0971
 LO0971.Click photographs - Photos may exist for this station.
 LO0971
 LO0971.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0971
 LO0971. The following values were computed from the NAD 83(1994) position.
 LO0971
 LO0971;                    North         East     Units Scale Factor Converg.
 LO0971;SPC UT C     - 2,268,939.836   478,806.396   MT  1.00002794   -0 09 38.8
 LO0971;SPC UT C     - 7,444,013.45  1,570,883.98   sFT  1.00002794   -0 09 38.8
 LO0971;UTM  12      - 4,511,877.756   436,609.340   MT  0.99964946   -0 29 25.0
 LO0971
 LO0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0971!SPC UT C     -   0.99964987  x   1.00002794  =   0.99967780
 LO0971!UTM  12      -   0.99964987  x   0.99964946  =   0.99929946
 LO0971
 LO0971:                Primary Azimuth Mark                     Grid Az
 LO0971:SPC UT C     -  AIR BEACON O B                           293 02 06.3
 LO0971:UTM  12      -  AIR BEACON O B                           293 21 52.5
 LO0971
 LO0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3660911877(NAD 83)
 LO0971
 LO0971|---------------------------------------------------------------------|
 LO0971| PID    Reference Object                     Distance      Geod. Az  |
 LO0971|                                                           dddmmss.s |
 LO0971| CM5426 DALE RM 1                             5.685 METERS 02724     |
 LO0971| CM5425 DALE AZ MK                                         0572959.5 |
 LO0971| LO0817 AIR BCN 1A 14 MI E SALT LAKE        APPROX.11.0 KM 0882140.8 |
 LO0971| LO0669 R 86                                               1020247.5 |
 LO0971| LO0975 AIR BEACON O B                      APPROX. 4.3 KM 2925227.5 |
 LO0971| CM5427 DALE RM 2                             6.464 METERS 29944     |
 LO0971|---------------------------------------------------------------------|
 LO0971
 LO0971                          SUPERSEDED SURVEY CONTROL
 LO0971
 LO0971  NAD 83(1993)-  40 45 19.49925(N)    111 45 03.48157(W) AD(       ) 1
 LO0971  NAD 83(1986)-  40 45 19.48709(N)    111 45 03.47293(W) AD(       ) 1
 LO0971  NAD 27      -  40 45 19.67899(N)    111 45 00.71871(W) AD(       ) 1
 LO0971  NGVD 29 (07/19/86) 2247.8    (m)         7375.     (f) VERT ANG       
 LO0971
 LO0971.Superseded values are not recommended for survey control.
 LO0971
 LO0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0971.See file dsdata.pdf to determine how the superseded data were derived.
 LO0971
 LO0971_MARKER: DS = TRIANGULATION STATION DISK
 LO0971_SETTING: 66 = SET IN ROCK OUTCROP
 LO0971
 LO0971  HISTORY     - Date     Condition        Report By
 LO0971  HISTORY     - 1938     MONUMENTED       CGS
 LO0971  HISTORY     - 1950     GOOD             CGS
 LO0971  HISTORY     - 1950     GOOD             USGS
 LO0971  HISTORY     - 1960     MARK NOT FOUND   CGS
 LO0971  HISTORY     - 1962     GOOD             CGS
 LO0971  HISTORY     - 1971     GOOD             NGS
 LO0971  HISTORY     - 1973     GOOD             NGS
 LO0971
 LO0971                          STATION DESCRIPTION
 LO0971
 LO0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 LO0971'STATION IS IN NORTH CENTRAL PART OF UTAH ON LANDS OF WASATCH
 LO0971'NATIONAL FOREST.  IT IS LOCATED ON ONE OF THE HIGHEST PEAKS ON
 LO0971'DIVIDE BETWEEN IMMIGRATION CANYON ON NORTH AND PARLEYS CANYON
 LO0971'ON SOUTH.
 LO0971'
 LO0971'STATION IS ABOUT 7-1/2 MILES AIRLINE EAST OF SALT LAKE CITY
 LO0971'AND ABOUT 1-1/4 MILES NORTH OF THE DALE RR SIDING.  IT IS
 LO0971'ABOUT 21-1/2 MILES AIRLINE SW OF COALVILLE.
 LO0971'
 LO0971'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 LO0971'BEDROCK AS DESCRIBED.  AZIMUTH MARK IS A
 LO0971'STANDARD BRONZE DISK IN CONCRETE AS DESCRIBED.
 LO0971'
 LO0971'REACHED FROM COALVILLE BY GOING SOUTH ON U.S. HIGHWAY 530
 LO0971'18.8 MILES TO KIMBALLS JUNCTION (JUNCTION OF U.S. 530 AND U.S.
 LO0971'40), THENCE RIGHT ON U.S. 40 10.9 MILES TO FARLEYS CANYON
 LO0971'RESERVOIR ON THE RIGHT.  FROM HERE THE STATION PEAK IS VISIBLE
 LO0971'AT 260 DEG MAGNETIC.  CONTINUE ON U.S. 40 1.25 MILES TO A DALE
 LO0971'RR SIDING ON THE LEFT AND THE ETT.  STATION IS NOT VISIBLE FROM
 LO0971'HERE.  CROSS OVER RIDGE TO RIGHT, THENCE LEFT UP CANYON TO A
 LO0971'POINT WHERE IT BRANCHES OUT IN FOUR WAYS.  TAKE MIDDLE HOG
 LO0971'BACK AND FOLLOW IT TO NW TO THE HIGHEST POINT AND STATION.
 LO0971'
 LO0971'AZIMUTH MARK IS U.S.C. AND G.S. BENCH MARK R86 1934 SET IN A
 LO0971'CONCRETE WALKWAY ON THE SE PART OF PARLEYS CANYON RESERVOIR.
 LO0971
 LO0971                          STATION RECOVERY (1950)
 LO0971
 LO0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GES)
 LO0971'STATION RECOVERED AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
 LO0971'ORIGINAL TRIPOD IS STILL CENTERED OVER THE STATION MARK
 LO0971'WITH POLE TARGET IN CENTER.
 LO0971'
 LO0971'A DIFFERENT ROUTE WAS USED TO REACH THE STATION WHICH WILL
 LO0971'LESSEN THE PACK CONSIDERABLY.  TO REACH FROM SALT LAKE CITY,
 LO0971'GO E ON U.S. HWY. 40 TOWARDS KIMBALL JUNCTION, FOR ABOUT 12
 LO0971'MILES TO JUNCTION OF STATE HWY. 239 AT THE SE CORNER OF FARLEYS
 LO0971'RESERVOIR (MOUNTAIN DELL RES.), WHERE ROAD LEADS LEFT OVER
 LO0971'INTO EMIGRATION CANYON.  TAKE THE EMIGRATION CANYON ROAD
 LO0971'ALONG THE UPPER END (E) SIDE RESERVOIR FOR 2.3 MILES.  KEEP
 LO0971'LEFT ON RAD UP-GRADE 2.1 MILES TO SUMMIT OF ROAD PASS OVER
 LO0971'RIDGE.  AT EROSION CONTROL MONUMENT, TAKE ROAD TO LEFT UP
 LO0971'RIDGE, FOLLOWING SAME INTO A SLIGHT SADDLE, THEN UP STEEP
 LO0971'GRADE TO TOP RIDGE WHERE TELEPHONE LINE GOES OVER TOP.
 LO0971'FROM TOP OF HILL FOLLOW CREST OF RIDGE WSW, FOLLOWING THE
 LO0971'MAIN TRAIL ALONG THE CREST ABOUT 2.0 MILES TO ETT AT
 LO0971'BASE OF HILL WHICH IS TOO STEEP FOR JEEP TRAVEL.  PACK UP
 LO0971'STEEP HILL SIDE WHICH IS A PARTIALLY COVERED BY
 LO0971'MAHOGANY BRUSH TO SUMMIT THEN CONTINUE SSW ALONG CREST TO
 LO0971'SECOND MOUNTAIN PEAK AND THE STATION.  IT WILL BE
 LO0971'NECESSARY TO CUT SOME BRUSH IN ORDER TO DRIVE LAST PORTION
 LO0971'OF THIS ROUTE.  SNOW PREVENTED RECONNAISSANCE PARTY FROM DRIVING
 LO0971'OVER IT.  MILEAGE WAS ESTIMATED.
 LO0971
 LO0971                          STATION RECOVERY (1950)
 LO0971
 LO0971'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 LO0971'RECOVERED.
 LO0971'
 LO0971'STATION MARK--STANDARD DISK, STAMPED ---DALE 1958---, CEMENTED IN A
 LO0971'DRILL HOLE IN A 1 X 1 FT. OUTCROP OF ROCK FLUSH WITH THE
 LO0971'SURROUNDING SURFACE.
 LO0971
 LO0971                          STATION RECOVERY (1960)
 LO0971
 LO0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 LO0971'STATION NOT RECOVERED, BELIEVED LOST.
 LO0971
 LO0971                          STATION RECOVERY (1962)
 LO0971
 LO0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0971'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LO0971'GOOD CONDITION, THE BENCH MARK R 86 1934 USED FOR AN AZIMUTH
 LO0971'MARK WAS SEARCHED FOR AND COULD NOT BE FOUND.  AN AZIMUTH
 LO0971'MARK WAS ESTABLISHED.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 LO0971'
 LO0971'THE STATION IS ON A HIGH BARE HILL, ABOUT 12 MILES SOUTHEAST
 LO0971'OF BOUNTIFUL, 9 MILES NORTHEAST OF MURRAY AND 7 MILES
 LO0971'EAST-SOUTHEAST OF THE CAPITOL BUILDING IN SALT LAKE CITY.
 LO0971'
 LO0971'TO REACH THE STATION FROM THE JUNCTION OF 4TH SOUTH STREET
 LO0971'AND 7TH EAST STREET IN SALT LAKE CITY, GO EAST ON 4TH SOUTH STREET
 LO0971'WHICH IS U.S. HIGHWAY 40 FOR 2.45 MILES TO THE JUNCTION
 LO0971'WITH STATE HIGHWAY 65.  TURN LEFT ON STATE HIGHWAY 65 FOR 0.8
 LO0971'MILE TO THE HOGLE ZOO ON THE RIGHT.  CONTINUE AHEAD ON THE
 LO0971'HIGHWAY FOR 6.35 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 LO0971'CONTINUE ON HIGHWAY 65 FOR 1.7 MILES TO THE TOP OF A RIDGE,
 LO0971'A SIDE ROAD RIGHT AT A SIGN LITTLE MOUNTAIN SKI AREA, WASATCH
 LO0971'NATIONAL FOREST.  TURN RIGHT ON PAVED ROAD FOR 0.3 MILE TO
 LO0971'THE END OF THE PAVEMENT AT A PARKING LOT.  CONTINUE AHEAD
 LO0971'THROUGH PARKING LOT ON DIRT ROAD FOR 0.1 MILE TO A FORK.
 LO0971'TAKE THE LEFT FORK FOR 0.2 MILE, PASSING UNDER A
 LO0971'TELEPHONE LINE TO THE TOP OF THE RIDGE.  TURN RIGHT AND
 LO0971'FOLLOW TRACK ROAD ALONG TOP OF RIDGE FOR 0.65 MILE TO A
 LO0971'FORK.  TAKE THE LEFT FORK UP STEEP HILL FOR 0.3 MILE TO THE
 LO0971'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD, FOLLOWING AN OLD
 LO0971'TRAIL AND STAYING ON TOP OF THE RIDGE FOR 0.5 MILE TO THE
 LO0971'BASE OF A STEEP HILL.  PACK UP STEEP HILL TO THE TOP,
 LO0971'THEN CONTINUE ACROSS TOP OF HILL TO THE HIGHEST POINT AND THE
 LO0971'STATION.  ABOUT A 1 HOUR PACK.
 LO0971'
 LO0971'STATION MARK IS A STANDARD DISK, STAMPED DALE 1958, CEMENTED
 LO0971'IN A DRILL HOLE IN A 1 X 1 FOOT OUTCROP OF ROCK FLUSH WITH
 LO0971'THE SURROUNDING SURFACE.
 LO0971'
 LO0971'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DALE NO 1 1938,
 LO0971'CEMENTED IN A DRILL HOLE IN A 6 X 12 INCH OUTCROP OF ROCK
 LO0971'FLUSH WITH THE SURROUNDING SURFACE.  IT IS ABOUT 3 FEET LOWER
 LO0971'THAN THE STATION.
 LO0971'
 LO0971'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DALE NO 2 1938,
 LO0971'CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT OUTCROP OF ROCK
 LO0971'PROJECTING 6 INCHES.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 LO0971'
 LO0971'AZIMUTH MARK IS A STANDARD DISK, STAMPED DALE 1938 1962,
 LO0971'CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT BOULDER PROJECTING
 LO0971'2 FEET.
 LO0971
 LO0971                          STATION RECOVERY (1971)
 LO0971
 LO0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LO0971'THE STATION AND REFERENCE MARKS WERE REPORTED IN GOOD CONDITION BY
 LO0971'THE U.S. FOREST SERVICE.  THE 1962 AZIMUTH MARK WHICH WAS REPORTED
 LO0971'LOST WAS FOUND IN THE DESCRIBED AREA.  THE MILAGE TO THE AZIMUTH
 LO0971'MARK COULD NOT BE CHECKED SINCE A 2-WHEEL DRIVE VEHICLE COULD NOT
 LO0971'BE DRIVEN THIS FAR.  THE AZIMUTH MARK IS NEAR THE TOP OF THE THIRD
 LO0971'VERY STEEP HILL AFTER PASSING UNDER THE TELEPHONE LINE IN THE
 LO0971'DESCRIPTION.  THE TRACK ROAD LEADS AROUND THE LEFT SIDE OF
 LO0971'THE TOP OF THIS HILL.  THE MARK IS SET IN THE TOP OF A 20 FOOT
 LO0971'ROCK OUTCROP WHICH PROJECTS SEVERAL FEET.  IT IS ABOUT 100 FEET
 LO0971'FROM THE TRACK ROAD AND ABOUT 25 FEET LOWER THAN THE ROAD.
 LO0971'
 LO0971'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO0971'7 MILES SOUTHEAST OF SALT LAKE CITY.
 LO0971
 LO0971                          STATION RECOVERY (1973)
 LO0971
 LO0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0971'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LO0971'CONDITION.  THE STATION WAS REACHED BY HELICOPTER AT THIS OCCUPATION
 LO0971'SO THE AZIMUTH MARK WAS NOT RECOVERED.  REFERENCE MARK 1 MEASURED
 LO0971'.061 METER LONGER AND THE ANGLE WAS 12 MINUTES GREATER WHILE
 LO0971'REFERENCE MARK 2 WAS .005 METER SHORTER AND THE ANGLE 19 SECONDS
 LO0971'GREATER THAN THE 1962 MEASUREMENTS.  THESE DISCREPANCIES WERE
 LO0971'DOUBLE CHECKED IN THE FIELD.  A COMPLETE DESCRIPTION FOLLOWS--
 LO0971'
 LO0971'THE STATION IS LOCATED 12 MILES EAST-SOUTHEAST OF THE CONTROL TOWER
 LO0971'AT SALT LAKE INTERNATIONAL AIRPORT, 2.1 MILES WEST-SOUTHWEST OF
 LO0971'LITTLE MOUNTAIN SUMMIT ON THE EMIGRATION CANYON ROAD, AND 1.6 MILES
 LO0971'WEST-NORTHWEST OF THE EAST END OF MOUNTAIN DELL RESERVOIR DAM IN
 LO0971'PARLEYS CANYON.  IT IS ON THE EASTERNMOST HIGH BRUSHY POINT ON
 LO0971'THE RIDGE ON THE SOUTH SIDE OF EMIGRATION CANYON.  THERE ARE
 LO0971'HIGHER MOUNTAINS WEST WHICH PARTIALLY BLOCK THE VIEW OF SALT
 LO0971'LAKE VALLEY.
 LO0971'
 LO0971'TO REACH BY HELICOPTER FROM SALT LAKE INTERNATIONAL AIRPORT FLY
 LO0971'SOUTHEAST APPROXIMATELY 12 MILES TO A LANDING IN THE SADDLE 300 FEET
 LO0971'WEST OF THE STATION PEAK.
 LO0971'
 LO0971'THE STATION MARK IS A STANDARD DISK STAMPED DALE 1938 CEMENTED IN A
 LO0971'DRILL HOLE IN BEDROCK PROJECTING 1 INCH ABOVE GROUND WITH 12 X 12
 LO0971'INCHES EXPOSED.
 LO0971'
 LO0971'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DALE NO 1 1938 CEMENTED
 LO0971'IN A DRILL HOLE IN OUTCROPPING BED ROCK PROJECTING 4 INCHES ABOVE
 LO0971'GROUND WITH 6 X 12 INCHES EXPOSED.  IT IS ABOUT 3 FEET LOWER THAN
 LO0971'THE STATION.
 LO0971'
 LO0971'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DALE NO 2 1938 CEMENTED
 LO0971'IN A DRILL HOLE IN OUTCROPPING BED ROCK FLUSH WITH THE GROUND WITH
 LO0971'12 X 24 INCHES EXPOSED.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 LO0971'
 LO0971'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO0971'7 MILES EAST OF SALT LAKE CITY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0563 ***********************************************************************
 JO0563  DESIGNATION -  DAM RM 1
 JO0563  PID         -  JO0563
 JO0563  STATE/COUNTY-  UT/IRON
 JO0563  COUNTRY     -  US
 JO0563  USGS QUAD   -  BADGER PEAK (2017)
 JO0563
 JO0563                         *CURRENT SURVEY CONTROL
 JO0563  ______________________________________________________________________
 JO0563* NAD 83(1994) POSITION- 38 00 01.16513(N) 113 13 58.75621(W)   ADJUSTED
 JO0563* NAVD 88 ORTHO HEIGHT -  1576.9   (meters)     5174.    (feet) VERTCON3
 JO0563  ______________________________________________________________________
 JO0563  GEOID HEIGHT    -        -22.016 (meters)                     GEOID18
 JO0563  LAPLACE CORR    -          5.71  (seconds)                    DEFLEC18
 JO0563  HORZ ORDER      -  THIRD
 JO0563
 JO0563.The horizontal coordinates were established by classical geodetic methods
 JO0563.and adjusted by the National Geodetic Survey in November 1997.
 JO0563
 JO0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0563
 JO0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0563.GEOID18 height accuracy estimate available here.
 JO0563
 JO0563.Click photographs - Photos may exist for this station.
 JO0563
 JO0563.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0563
 JO0563. The following values were computed from the NAD 83(1994) position.
 JO0563
 JO0563;                    North         East     Units Scale Factor Converg.
 JO0563;SPC UT S     - 3,149,425.384   347,803.126   MT  0.99995840   -1 03 42.4
 JO0563;SPC UT S     -10,332,739.78  1,141,084.09   sFT  0.99995840   -1 03 42.4
 JO0563;UTM  12      - 4,208,203.787   303,938.369   MT  1.00007346   -1 22 30.8
 JO0563
 JO0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0563!SPC UT S     -   0.99975608  x   0.99995840  =   0.99971449
 JO0563!UTM  12      -   0.99975608  x   1.00007346  =   0.99982952
 JO0563
 JO0563:                Primary Azimuth Mark                     Grid Az
 JO0563:SPC UT S     -  TOP                                      110 11 37.3
 JO0563:UTM  12      -  TOP                                      110 30 25.7
 JO0563
 JO0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH0393808203(NAD 83)
 JO0563
 JO0563|---------------------------------------------------------------------|
 JO0563| PID    Reference Object                     Distance      Geod. Az  |
 JO0563|                                                           dddmmss.s |
 JO0563| HO0594 TOP                                 APPROX.10.9 KM 1090754.9 |
 JO0563|---------------------------------------------------------------------|
 JO0563
 JO0563                          SUPERSEDED SURVEY CONTROL
 JO0563
 JO0563  NAD 83(1986)-  38 00 01.16050(N)    113 13 58.75080(W) AD(       ) 3
 JO0563  NAD 27      -  38 00 01.26332(N)    113 13 55.90179(W) AD(       ) 3
 JO0563  NGVD 29 (07/19/86) 1575.8    (m)         5170.     (f) VERT ANG       
 JO0563
 JO0563.Superseded values are not recommended for survey control.
 JO0563
 JO0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0563.See file dsdata.pdf to determine how the superseded data were derived.
 JO0563
 JO0563_MARKER: DR = REFERENCE MARK DISK
 JO0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0563_STAMPING: NO 1
 JO0563_MARK LOGO: USGS
 JO0563_PROJECTION: PROJECTING 30 CENTIMETERS
 JO0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0563+STABILITY: SURFACE MOTION
 JO0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0563+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2021
 JO0563
 JO0563  HISTORY     - Date     Condition        Report By
 JO0563  HISTORY     - 1949     MONUMENTED       USGS
 JO0563  HISTORY     - 1971     GOOD             USGS
 JO0563  HISTORY     - 20210401 GOOD             INDIV
 JO0563
 JO0563                          STATION DESCRIPTION
 JO0563
 JO0563'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0563'NOTE--STATION ---DAM USGS--- REPORTED DESTROYED.
 JO0563'
 JO0563'LOCATED ABOUT 24.5 MI. NNW. OF CEDAR CITY, 11.2 MI. E. OF LUND,
 JO0563'NEAR EARTH FILLED DAM.
 JO0563'
 JO0563'TO REACH FROM HOTEL ESCALANTE IN CEDAR CITY, DRIVE W. 2.7 MI. ON STATE
 JO0563'HIGHWAY 56, TURN RIGHT ONTO STATE HIGHWAY 19 AND CONTINUE NW. FOR 17.2
 JO0563'MI., TURN RIGHT AND GO 1.5 MI. NE. AND N. TO RD. FORKS, TURN RIGHT
 JO0563'(N.) FOR 4.5 MI. TO RD. FORKS, TAKE RIGHT FORK AND PROCEED N. FOR 0.5
 JO0563'MI. TO DAM AND STATION.
 JO0563'
 JO0563'STATION MARK--STANDARD REFERENCE MARK TABLET, STAMPED ---NO 1---, SET
 JO0563'IN CONCRETE POST.
 JO0563'
 JO0563'REFERENCE MARK NO. 2--STANDARD U.S. LAND OFFICE 2 IN. PIPE, STAMPED
 JO0563'---T13S R12W S19 S20 S29 S30---.
 JO0563
 JO0563                          STATION RECOVERY (2021)
 JO0563
 JO0563'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 JO0563'TO REACH FROM THE INTERSECTION OF MIDVALLEY ROAD AND LUND HIGHWAY IN
 JO0563'CEDAR CITY, GO NORTH ON LUND HIGHWAY.  AT 3.1 MI (5.0 KM) THE ROAD
 JO0563'TURNS TO GRAVEL, AT 8.8 MI (14.2 KM) VEER LEFT AT THE Y-INTERSECTION.
 JO0563'AT 11.8 MI (19.0 KM) TURN RIGHT ONTO A GOOD DIRT ROAD.  GO NORTH FOR 6
 JO0563'MI (9.7 KM) AND THEN VEER RIGHT ONTO A RANCH ROAD THAT PARALLELS THE
 JO0563'FENCE LINE AND GO 0.5 MI (0.8 KM) TO THE DAM.
 JO0563'
 JO0563'THE ORIGINAL DAM STATION MARK WAS FOUND, BUT THE CONCRETE POST HAS
 JO0563'BEEN TIPPED OVER.  THE NEW STATION MARK STAMPED NO 1 IS 49 PACES EAST
 JO0563'OF THE FENCE LINE AND 113 PACES EAST OF THE TOPPLED DAM CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0823 ***********************************************************************
 HN0823  DESIGNATION -  DARK
 HN0823  PID         -  HN0823
 HN0823  STATE/COUNTY-  UT/SAN JUAN
 HN0823  COUNTRY     -  US
 HN0823  USGS QUAD   -  BLACK STEER CANYON (2017)
 HN0823
 HN0823                         *CURRENT SURVEY CONTROL
 HN0823  ______________________________________________________________________
 HN0823* NAD 83(1994) POSITION- 37 50 45.67412(N) 110 01 42.17881(W)   ADJUSTED
 HN0823* NAVD 88 ORTHO HEIGHT -  2304.0   (meters)     7559.    (feet) VERTCON3
 HN0823  ______________________________________________________________________
 HN0823  GEOID HEIGHT    -        -19.714 (meters)                     GEOID18
 HN0823  LAPLACE CORR    -          8.95  (seconds)                    DEFLEC18
 HN0823  HORZ ORDER      -  SECOND
 HN0823
 HN0823.The horizontal coordinates were established by classical geodetic methods
 HN0823.and adjusted by the National Geodetic Survey in November 1997.
 HN0823
 HN0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0823
 HN0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0823.GEOID18 height accuracy estimate available here.
 HN0823
 HN0823.Click photographs - Photos may exist for this station.
 HN0823
 HN0823.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0823
 HN0823. The following values were computed from the NAD 83(1994) position.
 HN0823
 HN0823;                    North         East     Units Scale Factor Converg.
 HN0823;SPC UT S     - 3,131,908.105   629,513.958   MT  0.99995188   +0 54 05.9
 HN0823;SPC UT S     -10,275,268.51  2,065,330.38   sFT  0.99995188   +0 54 05.9
 HN0823;UTM  12      - 4,189,175.639   585,484.456   MT  0.99969000   +0 35 46.2
 HN0823
 HN0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0823!SPC UT S     -   0.99964168  x   0.99995188  =   0.99959358
 HN0823!UTM  12      -   0.99964168  x   0.99969000  =   0.99933179
 HN0823
 HN0823:                Primary Azimuth Mark                     Grid Az
 HN0823:SPC UT S     -  DARK AZ MK                               066 03 22.3
 HN0823:UTM  12      -  DARK AZ MK                               066 21 42.0
 HN0823
 HN0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG8548489175(NAD 83)
 HN0823
 HN0823|---------------------------------------------------------------------|
 HN0823| PID    Reference Object                     Distance      Geod. Az  |
 HN0823|                                                           dddmmss.s |
 HN0823| CM6320 DARK AZ MK                                         0665728.2 |
 HN0823| CM6321 DARK RM 1                             8.528 METERS 20955     |
 HN0823| CM6322 DARK RM 2                             5.595 METERS 27739     |
 HN0823| CM6323 DARK RM 3                             9.497 METERS 34136     |
 HN0823|---------------------------------------------------------------------|
 HN0823
 HN0823                          SUPERSEDED SURVEY CONTROL
 HN0823
 HN0823  NAD 83(1986)-  37 50 45.66719(N)    110 01 42.18032(W) AD(       ) 2
 HN0823  NAD 27      -  37 50 45.70715(N)    110 01 39.69847(W) AD(       ) 2
 HN0823  NGVD 29 (07/19/86) 2302.9    (m)         7555.     (f) VERT ANG       
 HN0823
 HN0823.Superseded values are not recommended for survey control.
 HN0823
 HN0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0823.See file dsdata.pdf to determine how the superseded data were derived.
 HN0823
 HN0823_MARKER: DB = BENCH MARK DISK
 HN0823_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0823_STAMPING: DARK 1952
 HN0823_MARK LOGO: USGS
 HN0823_MAGNETIC: P = MARKER IS A STEEL PIPE
 HN0823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0823
 HN0823  HISTORY     - Date     Condition        Report By
 HN0823  HISTORY     - 1952     MONUMENTED       USGS
 HN0823  HISTORY     - 1963     GOOD             CGS
 HN0823
 HN0823                          STATION DESCRIPTION
 HN0823
 HN0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0823'THE STATION IS LOCATED ABOUT 23 MILES EAST OF HITE, 17 MILES
 HN0823'NORTH OF THE NATURAL BRIDGES NATIONAL MONUMENT, 10-1/2 MILES
 HN0823'SOUTHEAST OF THE JUNCTION OF DARK CANYON WITH THE COLORADO
 HN0823'RIVER AND 3-1/2 MILES EAST OF THE JUNCTION OF YOUNGS AND
 HN0823'DARK CANYONS.  IT IS ON A HIGH POINT OF AN EAST-WEST TIMBERED
 HN0823'RIDGE THAT IS SITUATED ON THE NORTH EDGE OF DARK CANYON.
 HN0823'
 HN0823'TO REACH BY HELICOPTER FROM HITE, FLY EAST ON A TRUE COURSE
 HN0823'OF 83 DEGREES FOR APPROXIMATELY 23 MILES TO THE STATION AS
 HN0823'DESCRIBED.
 HN0823'
 HN0823'THE STATION MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 HN0823'STAMPED DARK 1952, IS RIVETED TO THE TOP OF A 1 1/8-INCH
 HN0823'GALVANIZED PIPE THAT PROJECTS 9 INCHES ABOVE THE GROUND AND
 HN0823'LEANS ABOUT 5 DEGREES TO THE NORTHWEST.  IT WAS FOUND LOOSE IN THE
 HN0823'GROUND AND WAS REINFORCED WITH CONCRETE.  IT IS 33 FEET SOUTHEAST
 HN0823'OF A 2-FOOT STUMP HAVING 3 PROMINENT PRONGS, 24.5 FEET EAST
 HN0823'OF AN 18-INCH STUMP THAT LEANS TO THE NORTH AND 17 FEET WEST
 HN0823'OF A 3-FOOT CEDAR STUMP THAT HAS MANY PRONGS.
 HN0823'
 HN0823'REFERENCE MARK 1, A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 HN0823'STAMPED NO 1 1952, IS RIVETED TO THE TOP OF A 1 1/8-INCH
 HN0823'GALVANIZED PIPE THAT LISTS TO THE SOUTH AND PROJECTS 14 INCHES
 HN0823'ABOVE THE GROUND.  IT IS 26 FEET SOUTHEAST OF AN 18-INCH
 HN0823'STUMP THAT LEANS TO THE NORTH AND AT ABOUT THE SAME ELEVATION
 HN0823'AS THE STATION.
 HN0823'
 HN0823'REFERENCE MARK 2, THE BASE OF A 1 1/8-INCH GALVANIZED PIPE,
 HN0823'PROJECTS 10 INCHES ABOVE THE GROUND.  A U.S. GEOLOGICAL SURVEY
 HN0823'REFERENCE DISK IS SITTING LOOSE ON TOP OF THE PIPE.  THE
 HN0823'CENTER OF THE BASE OF THE PIPE WAS HELD FOR ALL MEASUREMENTS.
 HN0823'IT IS 6.5 FEET EAST OF AN 18-INCH STUMP THAT LEANS TO THE
 HN0823'NORTH AND AT APPROXIMATELY THE SAME ELEVATION AS THE STATION.
 HN0823'
 HN0823'REFERENCE MARK 3, A STANDARD DISK STAMPED DARK USGS NO 3 1963,
 HN0823'IS BRAZED TO THE TOP OF A 2 1/4-INCH GALVANIZED PIPE THAT
 HN0823'PROJECTS 7 INCHES ABOVE THE GROUND.  IT IS 21 FEET NORTHEAST
 HN0823'OF A 3-PRONGED 2-FOOT STUMP AND ABOUT 1 FOOT LOWER THAN THE
 HN0823'STATION MARK.
 HN0823'
 HN0823'THE AZIMUTH MARK, A STANDARD DISK STAMPED DARK USGS 1963, IS
 HN0823'SET IN A DRILL HOLE IN BEDROCK.  IT IS ON THE HIGHEST PART
 HN0823'OF A LOW HILL, 7 FEET EAST OF A 14-INCH SCRUB PINE, 1 FOOT
 HN0823'NORTHWEST OF THE EAST EDGE OF THE OUTCROP AT A POINT WHERE
 HN0823'IT DROPS 6 FEET TO THE SOUTH AND 1 FOOT EAST-SOUTHEAST OF
 HN0823'A CAIRN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JP0336 ***********************************************************************
 JP0336  DESIGNATION -  DAVIS
 JP0336  PID         -  JP0336
 JP0336  STATE/COUNTY-  UT/MILLARD
 JP0336  COUNTRY     -  US
 JP0336  USGS QUAD   -  TWEEDY WASH (2018)
 JP0336
 JP0336                         *CURRENT SURVEY CONTROL
 JP0336  ______________________________________________________________________
 JP0336* NAD 83(1994) POSITION- 38 43 43.93637(N) 114 01 12.58987(W)   ADJUSTED
 JP0336* NAVD 88 ORTHO HEIGHT -  1776.4   (meters)     5828.    (feet) VERTCON3
 JP0336  ______________________________________________________________________
 JP0336  GEOID HEIGHT    -        -20.888 (meters)                     GEOID18
 JP0336  LAPLACE CORR    -          2.06  (seconds)                    DEFLEC18
 JP0336  HORZ ORDER      -  THIRD
 JP0336
 JP0336.The horizontal coordinates were established by classical geodetic methods
 JP0336.and adjusted by the National Geodetic Survey in November 1997.
 JP0336
 JP0336.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0336
 JP0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 JP0336.GEOID18 height accuracy estimate available here.
 JP0336
 JP0336.Click photographs - Photos may exist for this station.
 JP0336
 JP0336.The Laplace correction was computed from DEFLEC18 derived deflections.
 JP0336
 JP0336. The following values were computed from the NAD 83(1994) position.
 JP0336
 JP0336;                    North         East     Units Scale Factor Converg.
 JP0336;SPC UT C     - 2,047,001.533   280,867.260   MT  1.00008344   -1 36 51.7
 JP0336;SPC UT C     - 6,715,870.86    921,478.67   sFT  1.00008344   -1 36 51.7
 JP0336;UTM  11      - 4,290,906.228   759,036.696   MT  1.00042637   +1 51 55.2
 JP0336;UTM  12      - 4,291,021.197   237,456.916   MT  1.00044890   -1 53 26.2
 JP0336
 JP0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0336!SPC UT C     -   0.99972464  x   1.00008344  =   0.99980806
 JP0336!UTM  11      -   0.99972464  x   1.00042637  =   1.00015089
 JP0336!UTM  12      -   0.99972464  x   1.00044890  =   1.00017342
 JP0336
 JP0336:                Primary Azimuth Mark                     Grid Az
 JP0336:SPC UT C     -  BURBANK                                  093 54 12.4
 JP0336:UTM  11      -  BURBANK                                  090 25 25.5
 JP0336:UTM  12      -  BURBANK                                  094 10 46.9
 JP0336
 JP0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC5903690906(NAD 83)
 JP0336
 JP0336|---------------------------------------------------------------------|
 JP0336| PID    Reference Object                     Distance      Geod. Az  |
 JP0336|                                                           dddmmss.s |
 JP0336| JO0592 BURBANK                             APPROX.12.9 KM 0921720.7 |
 JP0336|---------------------------------------------------------------------|
 JP0336
 JP0336                          SUPERSEDED SURVEY CONTROL
 JP0336
 JP0336  NAD 83(1986)-  38 43 43.92330(N)    114 01 12.57578(W) AD(       ) 3
 JP0336  NAD 27      -  38 43 44.09442(N)    114 01 09.62822(W) AD(       ) 3
 JP0336  NGVD 29 (07/19/86) 1775.2    (m)         5824.     (f) VERT ANG       
 JP0336
 JP0336.Superseded values are not recommended for survey control.
 JP0336
 JP0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0336.See file dsdata.pdf to determine how the superseded data were derived.
 JP0336
 JP0336_MARKER: DS = TRIANGULATION STATION DISK
 JP0336_SETTING: 66 = SET IN ROCK OUTCROP
 JP0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JP0336
 JP0336  HISTORY     - Date     Condition        Report By
 JP0336  HISTORY     - 1946     MONUMENTED       USGS
 JP0336  HISTORY     - 1971     GOOD             USGS
 JP0336
 JP0336                          STATION DESCRIPTION
 JP0336
 JP0336'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 JP0336'NOTE--REFERENCE MARK NO. 2 WAS NOT FOUND IN 1971.
 JP0336'
 JP0336'LOCATED ABOUT 15 MI. S. OF GARRISON, 2.3 MI. SE. OF NEEDLE POINT
 JP0336'SPRING, ON THE EAST SIDE OF SNAKE VALLEY, NEAR THE NORTH END OF A
 JP0336'SPUR RIDGE RUNNING FROM MOUNTAINS TO THE S.
 JP0336'
 JP0336'TO REACH FROM VICINITY OF GARRISON STORE AND POST OFFICE, DRIVE. S. ON
 JP0336'STATE HIGHWAY 21 FOR 7.6 MI., TURN RIGHT (SW.) ON GRAVEL RD. 2.5 MI.
 JP0336'TO DAVIES RANCH, CONTINUE SW. FOR 0.4 MI., TAKE RIGHT FORK AND FOLLOW
 JP0336'MAIN RD. SW. 1.5 MI., TAKE LEFT FORK (SW.) FOR 0.6 MI., TAKE LEFT
 JP0336'FORK SW. FOR 0.6 MI., TAKE LEFT FORK (S.) FOR 0.2 MI. TO GATE, PASS
 JP0336'THROUGH GATE AND CONTINUE S. FOR 0.4 MI. TO JUNCTION WITH RD. FROM
 JP0336'W., PROCEED SE. FOR 0.4 MI. TO NEEDLE POINT SPRING ON LEFT, CONTINUE
 JP0336'SE. FOR 1.4 MI., TAKE RIGHT FORK (SE.) FOR 0.3 MI. TO CROSSROADS,
 JP0336'TURN STRAIGHT AHEAD (S.) 0.3 MI. TO SMALL DRAIN AND FAINT X-RDS.,
 JP0336'TURN LEFT AND PROCEED E. CROSS-COUNTRY 0.2 MI. TO TOP AND STATION.
 JP0336'(A 4-WHEEL DRIVE CAN BE DRIVEN TO WITHIN 150 FT. OF STATION.)
 JP0336'
 JP0336'STATION MARK  STANDARD TABLET--STAMPED DAVIS 1946--CEMENTED IN
 JP0336'ROCK OUTCROP.
 JP0336'
 JP0336'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET--STAMPED
 JP0336'NO 1 1946--SET IN CONCRETE POST, 10.6 FT. LOWER THAN STATION.
 JP0336'MARK, 79.22 FT. FROM STATION MARK IN 353 DEGREES 47 MINUTES.
 JP0336'
 JP0336'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET--STAMPED
 JP0336'NO 2 1946--CEMENTED IN BEDROCK FLUSH WITH GROUND 7.7 FT.LOWER
 JP0336'THAN STATION MARK, 33.92 FT. FROM STATION MARK IN 285 DEGREES
 JP0336'DEGREES 00 MINUTES.
 JP0336
 JP0336                          STATION RECOVERY (1971)
 JP0336
 JP0336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JP0336'LOCATED ABOUT 15 MI. S. OF GARRISON, 2.3 MI. SE. OF NEEDLE POINT
 JP0336'SPRING, ON THE E. SIDE OF SNAKE VALLEY, NEAR THE N. END OF A SPUR
 JP0336'RIDGE RUNNING FROM MOUNTAINS TO THE S.
 JP0336'
 JP0336'TO REACH FROM VICINITY OF GARRISON STORE AND POST OFFICE, DRIVE S. ON
 JP0336'STATE HIGHWAY 21 FOR 7.6 MI., TURN RIGHT (SW.) ON GRAVEL RD. 2.5 MI.
 JP0336'TO DAVIES RANCH, CONTINUE SW. FOR 0.4 MI., TAKE RIGHT FORK AND FOLLOW
 JP0336'MAIN RD. SW. 1.5 MI., TAKE LEFT FORK SW. FOR 0.6 MI., TAKE LEFT FORK
 JP0336'SW. FOR 0.6 MI., TAKE LEFT FORK S. FOR 0.2 MI. TO GATE, PASS THROUGH
 JP0336'GATE AND CONTINUE S. FOR 0.4 MI. TO JUNCTION WITH RD. FROM W., PROCEED
 JP0336'SE. FOR 0.4 MI. TO NEEDLE POINT SPRING ON LEFT, CONTINUE SE. FOR 1.4
 JP0336'MI., TAKE RIGHT FORK SE. FOR 0.3 MI. TO CROSSROADS, TURN STRAIGHT
 JP0336'AHEAD (S.) 0.3 MI. TO SMALL DRAIN AND FAINT CROSSROADS, TURN LEFT AND
 JP0336'PROCEED E. CROSS-COUNTRY 0.2 MI. TO TOP AND STATION.  (A 4-WHEEL DRIVE
 JP0336'CAN BE DRIVEN TO WITHIN 150 FT. OF STATION.)
 JP0336'
 JP0336'STATION MARK--STANDARD TABLET, STAMPED ---DAVIS 1946---, CEMENTED IN
 JP0336'ROCK OUTCROP.
 JP0336'
 JP0336'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO 1
 JP0336'1946---, SET IN CONCRETE POST, 10.6 FT. LOWER THAN STATION MARK.
 JP0336'
 JP0336'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO 2
 JP0336'1946---, CEMENTED IN BEDROCK FLUSH WITH GROUND, 7.7 FT. LOWER THAN
 JP0336'STATION MARK.  (NOT FOUND).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0145 ***********************************************************************
 MS0145  DESIGNATION -  DD 333
 MS0145  PID         -  MS0145
 MS0145  STATE/COUNTY-  UT/DAVIS
 MS0145  COUNTRY     -  US
 MS0145  USGS QUAD   -  CLEARFIELD (2017)
 MS0145
 MS0145                         *CURRENT SURVEY CONTROL
 MS0145  ______________________________________________________________________
 MS0145* NAD 83(1986) POSITION- 41 06 07.     (N) 112 00 46.     (W)   SCALED
 MS0145* NAVD 88 ORTHO HEIGHT -  1370.270 (meters)     4495.63  (feet) ADJUSTED
 MS0145  ______________________________________________________________________
 MS0145  GEOID HEIGHT    -        -16.948 (meters)                     GEOID18
 MS0145  DYNAMIC HEIGHT  -       1369.200 (meters)     4492.12  (feet) COMP
 MS0145  MODELED GRAVITY -    979,795.9   (mgal)                       NAVD 88
 MS0145
 MS0145  VERT ORDER      -  FIRST     CLASS I
 MS0145
 MS0145.The horizontal coordinates were scaled from a map and have
 MS0145.an estimated accuracy of +/- 6 seconds.
 MS0145
 MS0145.The orthometric height was determined by differential leveling and
 MS0145.adjusted by the NATIONAL GEODETIC SURVEY
 MS0145.in June 1991.
 MS0145
 MS0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0145.GEOID18 height accuracy estimate available here.
 MS0145
 MS0145.Click photographs - Photos may exist for this station.
 MS0145
 MS0145.The dynamic height is computed by dividing the NAVD 88
 MS0145.geopotential number by the normal gravity value computed on the
 MS0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0145.degrees latitude (g = 980.6199 gals.).
 MS0145
 MS0145.The modeled gravity was interpolated from observed gravity values.
 MS0145
 MS0145;                    North         East    Units  Estimated Accuracy
 MS0145;SPC UT N     - 1,085,480.      456,930.      MT  (+/- 180 meters Scaled)
 MS0145
 MS0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL149505(NAD 83)
 MS0145
 MS0145                          SUPERSEDED SURVEY CONTROL
 MS0145
 MS0145  NGVD 29 (??/??/92) 1369.275  (m)         4492.36   (f) ADJ UNCH    1 1
 MS0145
 MS0145.Superseded values are not recommended for survey control.
 MS0145
 MS0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0145.See file dsdata.pdf to determine how the superseded data were derived.
 MS0145
 MS0145_MARKER: DB = BENCH MARK DISK
 MS0145_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MS0145_SP_SET: CURB
 MS0145_STAMPING: DD 333 1945
 MS0145_MARK LOGO: CGS
 MS0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0145
 MS0145  HISTORY     - Date     Condition        Report By
 MS0145  HISTORY     - 1945     MONUMENTED       CGS
 MS0145  HISTORY     - 1967     GOOD             CGS
 MS0145  HISTORY     - 20011224 GOOD             INDIV
 MS0145  HISTORY     - 20100816 MARK NOT FOUND   GEOCAC
 MS0145
 MS0145                          STATION DESCRIPTION
 MS0145
 MS0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0145'0.85 MI SE FROM CLEARFIELD.
 MS0145'0.85 MILE SOUTHEAST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE AT
 MS0145'CLEARFIELD, AT THE SOUTHWEST (MAIN) ENTRANCE TO NORTH DAVIS JUNIOR
 MS0145'HIGH SCHOOL, IN THE TOP OF THE SOUTHWEST CONCRETE CURB OF A SQUARE
 MS0145'SHRUBBERY BED, 10.8 FEET SOUTHWEST OF THE SOUTHWEST WALL OF THE SCHOOL
 MS0145'BUILDING, 4.2 FEET NORTHWEST OF THE NORTHWEST END OF THE STEPS, 0.6
 MS0145'FOOT NORTHEAST OF THE SOUTHWEST EDGE OF THE CURB, AND ABOUT 2.7 FEET
 MS0145'ABOVE THE GROUND.
 MS0145
 MS0145                          STATION RECOVERY (2001)
 MS0145
 MS0145'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (KNF)
 MS0145'RECOVERED IN GOOD CONDITION.
 MS0145
 MS0145                          STATION RECOVERY (2010)
 MS0145
 MS0145'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 MS0145'SCHOOL STAFF INDICATED, AND COMPARISON OF CURRENT GOOGLE EARTH IMAGES
 MS0145'WITH IMAGES FROM 20030914 AVAILABLE THROUGH MICROSOFT RESEARCH MAPS
 MS0145'CONFIRM, THAT OLD SCHOOL BUILDINGS AND ASSOCIATED LANDSCAPING ALONG
 MS0145'STATE STREET, AKA UT STATE HWY 126, WERE, WITH ONE NOTABLE EXCEPTION,
 MS0145'COMPLETELY DEMOLISHED AND MARK WAS DESTROYED AROUND THIS TIME.
 MS0145'OLD MAIN ENTRANCE TO MAIN SCHOOL BUILDING AS DESCRIBED IN 1967 WAS
 MS0145'APPROXIMATELY AT PUBLISHED POSITION FOR THIS MARK.  THAT ENTIRE AREA
 MS0145'WAS DEMOLISHED TWO YEARS AFTER LAST REPORT AND REWORKED INTO A PARKING
 MS0145'LOT AND ANY WALLS CONTAINING MARKS THAT WERE THERE WERE CERTAINLY BE
 MS0145'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0014 ***********************************************************************
 KN0014  DESIGNATION -  DD 52
 KN0014  PID         -  KN0014
 KN0014  STATE/COUNTY-  UT/CARBON
 KN0014  COUNTRY     -  US
 KN0014  USGS QUAD   -  WOOD CANYON (2017)
 KN0014
 KN0014                         *CURRENT SURVEY CONTROL
 KN0014  ______________________________________________________________________
 KN0014* NAD 83(1986) POSITION- 39 47 13.9    (N) 110 24 50.1    (W)   HD_HELD2
 KN0014* NAVD 88 ORTHO HEIGHT -  1953.708 (meters)     6409.79  (feet) ADJUSTED
 KN0014  ______________________________________________________________________
 KN0014  GEOID HEIGHT    -        -16.699 (meters)                     GEOID18
 KN0014  DYNAMIC HEIGHT  -       1951.707 (meters)     6403.23  (feet) COMP
 KN0014  MODELED GRAVITY -    979,532.5   (mgal)                       NAVD 88
 KN0014
 KN0014  VERT ORDER      -  SECOND    CLASS 0
 KN0014
 KN0014.The horizontal coordinates were established by autonomous hand held GPS
 KN0014.observations and have an estimated accuracy of +/- 10 meters.
 KN0014
 KN0014.The orthometric height was determined by differential leveling and
 KN0014.adjusted by the NATIONAL GEODETIC SURVEY
 KN0014.in June 1991.
 KN0014
 KN0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0014.GEOID18 height accuracy estimate available here.
 KN0014
 KN0014.Click photographs - Photos may exist for this station.
 KN0014
 KN0014.The dynamic height is computed by dividing the NAVD 88
 KN0014.geopotential number by the normal gravity value computed on the
 KN0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0014.degrees latitude (g = 980.6199 gals.).
 KN0014
 KN0014.The modeled gravity was interpolated from observed gravity values.
 KN0014
 KN0014;                    North         East    Units  Estimated Accuracy
 KN0014;SPC UT C     - 2,161,970.      593,020.      MT  (+/- 10 meters HH2 GPS)
 KN0014
 KN0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK5018304302(NAD 83)
 KN0014
 KN0014                          SUPERSEDED SURVEY CONTROL
 KN0014
 KN0014  NGVD 29 (??/??/92) 1952.448  (m)         6405.66   (f) ADJ UNCH    2 0
 KN0014
 KN0014.Superseded values are not recommended for survey control.
 KN0014
 KN0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0014.See file dsdata.pdf to determine how the superseded data were derived.
 KN0014
 KN0014_MARKER: DB = BENCH MARK DISK
 KN0014_SETTING: 80 = SET IN A BOULDER
 KN0014_STAMPING: DD 52 1934
 KN0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0014+STABILITY: SURFACE MOTION
 KN0014
 KN0014  HISTORY     - Date     Condition        Report By
 KN0014  HISTORY     - 1934     MONUMENTED       CGS
 KN0014  HISTORY     - 20060518 GOOD             GEOCAC
 KN0014
 KN0014                          STATION DESCRIPTION
 KN0014
 KN0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0014'3.9 MI E FROM WELLINGTON.
 KN0014'ABOUT 3.9 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE DENVER AND RIO
 KN0014'GRANDE WESTERN RAILROAD STATION AT WELLINGTON, CARBON COUNTY, THENCE
 KN0014'ABOUT 24.9 MILES NORTHEAST ALONG STATE HIGHWAY 53.  ABOUT 14.1 MILES
 KN0014'NORTH OF THE NINE MILE COAL MINE, ABOUT 0.1 MILE SOUTH OF A WOODEN
 KN0014'RANCH BUILDING AND A CORRAL, AT THE MOUTH OF A CANYON LEADING
 KN0014'NORTHWEST, 40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND IN THE
 KN0014'TOP OF A SANDSTONE BOULDER.  A STANDARD DISK, STAMPED DD 52 1934.
 KN0014
 KN0014                          STATION RECOVERY (2006)
 KN0014
 KN0014'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KN0014'FOUND THE STATION IN THE TOP OF AN FOUR-FOOT BY SIX-FOOT OBLONG
 KN0014'BOULDER ALONG THE NORTH SIDE OF NINE MILE CANYON ROAD, ABOUT 5.6 MILES
 KN0014'EAST OF THE BRIDGE OVER MINNIE MAUD CREEK, ABOUT 0.15 MILES WEST OF A
 KN0014'BLM PICNIC AREA ON THE SOUTH SIDE OF NINE MILE CANYON ROAD,
 KN0014'ABOUT 0.1 MILES WEST OF AN OLD CORRAL ON THE NORTH SIDE AND AN OLD
 KN0014'RANCH HOUSE ON THE SOUTH SIDE OF THE ROAD, ABOUT 255 FEET EAST OF
 KN0014'MILEPOST 27, ABOUT 210 FEET EAST OF A SIGN FOR THE PICNIC AREA ON THE
 KN0014'SOUTH SIDE OF THE ROAD, ABOUT 53 FEET NORTH OF THE CENTERLINE OF THE
 KN0014'ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0433 ***********************************************************************
 LO0433  DESIGNATION -  DD 54
 LO0433  PID         -  LO0433
 LO0433  STATE/COUNTY-  UT/WASATCH
 LO0433  COUNTRY     -  US
 LO0433  USGS QUAD   -  STRAWBERRY RESERVOIR NW (2017)
 LO0433
 LO0433                         *CURRENT SURVEY CONTROL
 LO0433  ______________________________________________________________________
 LO0433* NAD 83(1994) POSITION- 40 08 40.30521(N) 111 13 32.66306(W)   ADJUSTED
 LO0433* NAVD 88 ORTHO HEIGHT -  2567.566 (meters)     8423.76  (feet) ADJUSTED
 LO0433  ______________________________________________________________________
 LO0433  GEOID HEIGHT    -        -15.778 (meters)                     GEOID18
 LO0433  LAPLACE CORR    -          5.05  (seconds)                    DEFLEC18
 LO0433  DYNAMIC HEIGHT  -       2564.898 (meters)     8415.00  (feet) COMP
 LO0433  MODELED GRAVITY -    979,492.3   (mgal)                       NAVD 88
 LO0433
 LO0433  HORZ ORDER      -  THIRD
 LO0433  VERT ORDER      -  SECOND    CLASS 0
 LO0433
 LO0433.The horizontal coordinates were established by classical geodetic methods
 LO0433.and adjusted by the National Geodetic Survey in November 1997.
 LO0433
 LO0433.The orthometric height was determined by differential leveling and
 LO0433.adjusted by the NATIONAL GEODETIC SURVEY
 LO0433.in June 1991.
 LO0433
 LO0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0433.GEOID18 height accuracy estimate available here.
 LO0433
 LO0433.Click photographs - Photos may exist for this station.
 LO0433
 LO0433.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0433
 LO0433.The dynamic height is computed by dividing the NAVD 88
 LO0433.geopotential number by the normal gravity value computed on the
 LO0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0433.degrees latitude (g = 980.6199 gals.).
 LO0433
 LO0433.The modeled gravity was interpolated from observed gravity values.
 LO0433
 LO0433. The following values were computed from the NAD 83(1994) position.
 LO0433
 LO0433;                    North         East     Units Scale Factor Converg.
 LO0433;SPC UT C     - 2,201,113.638   523,368.629   MT  0.99991338   +0 10 32.5
 LO0433;SPC UT C     - 7,221,486.99  1,717,085.24   sFT  0.99991338   +0 10 32.5
 LO0433;UTM  12      - 4,443,823.171   480,771.602   MT  0.99960455   -0 08 43.9
 LO0433
 LO0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0433!SPC UT C     -   0.99959985  x   0.99991338  =   0.99951326
 LO0433!UTM  12      -   0.99959985  x   0.99960455  =   0.99920456
 LO0433
 LO0433:                Primary Azimuth Mark                     Grid Az
 LO0433:SPC UT C     -  PORTAL                                   354 58 14.4
 LO0433:UTM  12      -  PORTAL                                   355 17 30.8
 LO0433
 LO0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK8077143823(NAD 83)
 LO0433
 LO0433|---------------------------------------------------------------------|
 LO0433| PID    Reference Object                     Distance      Geod. Az  |
 LO0433|                                                           dddmmss.s |
 LO0433| LO0751 PORTAL                              APPROX. 1.9 KM 3550846.9 |
 LO0433|---------------------------------------------------------------------|
 LO0433
 LO0433                          SUPERSEDED SURVEY CONTROL
 LO0433
 LO0433  NAD 83(1993)-  40 08 40.30460(N)    111 13 32.66090(W) AD(       ) 3
 LO0433  NAD 83(1986)-  40 08 40.29381(N)    111 13 32.65467(W) AD(       ) 3
 LO0433  NAD 27      -  40 08 40.45320(N)    111 13 30.03461(W) AD(       ) 3
 LO0433  NGVD 29 (??/??/92) 2566.264  (m)         8419.48   (f) ADJ UNCH    2 0
 LO0433  NGVD 29            2566.26   (m)         8419.5    (f) LEVELING    3  
 LO0433
 LO0433.Superseded values are not recommended for survey control.
 LO0433
 LO0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0433.See file dsdata.pdf to determine how the superseded data were derived.
 LO0433
 LO0433_MARKER: DB = BENCH MARK DISK
 LO0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0433_STAMPING: DD 54 1934
 LO0433_MARK LOGO: CGS
 LO0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0433+STABILITY: SURFACE MOTION
 LO0433
 LO0433  HISTORY     - Date     Condition        Report By
 LO0433  HISTORY     - 1934     MONUMENTED       CGS
 LO0433  HISTORY     - 1964     GOOD             USGS
 LO0433  HISTORY     - 19891001 MARK NOT FOUND   USGS
 LO0433
 LO0433                          STATION DESCRIPTION
 LO0433
 LO0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0433'22.8 MI W FROM FRUITLAND.
 LO0433'IN WASATCH COUNTY, 22.8 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0433'OFFICE AT FRUITLAND, DUCHESNE COUNTY, THENCE 8.8 MILES SOUTH ALONG THE
 LO0433'ROAD LEADING TO THISTLE.  NEAR THE SUMMIT POST AT STRAWBERRY SUMMIT,
 LO0433'AND 45 FEET EAST OF THE CENTER LINE OF THE ROAD. A STANDARD DISK,
 LO0433'STAMPED DD 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LO0433
 LO0433                          STATION RECOVERY (1964)
 LO0433
 LO0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LO0433'IN WASATCH COUNTY 22.8 MI. W. ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0433'OFFICE AT FRUITLAND, DUCHESNE COUNTY, THEN 8.8 MI. S. ALONG THE RD.
 LO0433'LEADING TO THISTLE, NEAR THE SUMMIT POST AT STRAWBERRY SUMMIT, AND
 LO0433'45 FT. E. OF THE CENTERLINE OF THE RD., A STANDARD DISK STAMPED ---DD
 LO0433'54 1934---- SET IN THE TOP OF A CONCRETE POST.
 LO0433'
 LO0433'TO REACH FROM STRAWBERRY JUNCTION (WHICH IS ON U.S. HIGHWAY 40, 22 MI.
 LO0433'W. OF FRUITLAND AND 24 MI. E. OF HEBER), GO 5.4 MI. S. ON PAVED RD. TO
 LO0433'THE EAST PORTAL, THEN RIGHT TOWARD SPANISH FORK, 3.2 MI. TO SUMMIT AND
 LO0433'STATION, 39 FT. SE. OF INTERSECTION OF MAIN RD. AND RD. LEADING TO
 LO0433'STATION ---PORTAL---, 22 FT. SW. OF RIDGE RD..
 LO0433'
 LO0433'STATION MARK - A STANDARD NGS BENCH MARK DISK STAMPED ---DD 54 1934---
 LO0433'SET IN CONCRETE POST PROJECTING 0.5 FT. (NOTE-THIS MARK IS ALSO THE
 LO0433'NGS AZIMUTH MARK FOR TRIANGULATION STATION ---FIFTH 1947---.
 LO0433'
 LO0433'REFERENCE MARKS - NONE.
 LO0433
 LO0433                          STATION RECOVERY (1989)
 LO0433
 LO0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (JLD)
 LO0433'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0235 ***********************************************************************
 MS0235  DESIGNATION -  DD 89
 MS0235  PID         -  MS0235
 MS0235  STATE/COUNTY-  UT/BOX ELDER
 MS0235  COUNTRY     -  US
 MS0235  USGS QUAD   -  MONUMENT PEAK NE (2017)
 MS0235
 MS0235                         *CURRENT SURVEY CONTROL
 MS0235  ______________________________________________________________________
 MS0235* NAD 83(1994) POSITION- 41 57 58.54879(N) 112 46 07.65105(W)   ADJUSTED
 MS0235* NAVD 88 ORTHO HEIGHT -  1376.002 (meters)     4514.43  (feet) ADJUSTED
 MS0235  ______________________________________________________________________
 MS0235  GEOID HEIGHT    -        -14.951 (meters)                     GEOID18
 MS0235  LAPLACE CORR    -          1.35  (seconds)                    DEFLEC18
 MS0235  DYNAMIC HEIGHT  -       1375.099 (meters)     4511.47  (feet) COMP
 MS0235  MODELED GRAVITY -    979,917.4   (mgal)                       NAVD 88
 MS0235
 MS0235  HORZ ORDER      -  THIRD
 MS0235  VERT ORDER      -  SECOND    CLASS 0
 MS0235
 MS0235.The horizontal coordinates were established by classical geodetic methods
 MS0235.and adjusted by the National Geodetic Survey in November 1997.
 MS0235
 MS0235.The orthometric height was determined by differential leveling and
 MS0235.adjusted by the NATIONAL GEODETIC SURVEY
 MS0235.in June 1991.
 MS0235
 MS0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0235.GEOID18 height accuracy estimate available here.
 MS0235
 MS0235.Click photographs - Photos may exist for this station.
 MS0235
 MS0235.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0235
 MS0235.The dynamic height is computed by dividing the NAVD 88
 MS0235.geopotential number by the normal gravity value computed on the
 MS0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0235.degrees latitude (g = 980.6199 gals.).
 MS0235
 MS0235.The modeled gravity was interpolated from observed gravity values.
 MS0235
 MS0235. The following values were computed from the NAD 83(1994) position.
 MS0235
 MS0235;                    North         East     Units Scale Factor Converg.
 MS0235;SPC UT N     - 1,182,114.446   394,824.189   MT  1.00003482   -0 50 11.7
 MS0235;SPC UT N     - 3,878,320.48  1,295,352.36   sFT  1.00003482   -0 50 11.7
 MS0235;UTM  12      - 4,647,543.591   353,433.002   MT  0.99986434   -1 10 58.8
 MS0235
 MS0235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0235!SPC UT N     -   0.99978658  x   1.00003482  =   0.99982139
 MS0235!UTM  12      -   0.99978658  x   0.99986434  =   0.99965094
 MS0235
 MS0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM5343347543(NAD 83)
 MS0235
 MS0235                          SUPERSEDED SURVEY CONTROL
 MS0235
 MS0235  NAD 83(1986)-  41 57 58.54250(N)    112 46 07.63189(W) AD(       ) 3
 MS0235  NAD 27      -  41 57 58.83300(N)    112 46 04.70000(W) AD(       ) 3
 MS0235  NGVD 29 (??/??/92) 1374.982  (m)         4511.09   (f) ADJ UNCH    2 0
 MS0235  NGVD 29            1375.02   (m)         4511.2    (f) LEVELING    3  
 MS0235
 MS0235.Superseded values are not recommended for survey control.
 MS0235
 MS0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0235.See file dsdata.pdf to determine how the superseded data were derived.
 MS0235
 MS0235_MARKER: DB = BENCH MARK DISK
 MS0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0235_STAMPING: DD 89 1960
 MS0235_MARK LOGO: CGS
 MS0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0235+STABILITY: SURFACE MOTION
 MS0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0235+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2013
 MS0235
 MS0235  HISTORY     - Date     Condition        Report By
 MS0235  HISTORY     - 1960     MONUMENTED       CGS
 MS0235  HISTORY     - 1960     GOOD             CGS
 MS0235  HISTORY     - 20131031 GOOD             GEOCAC
 MS0235
 MS0235                          STATION DESCRIPTION
 MS0235
 MS0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WH)
 MS0235'3.0 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE NELSON CAFE
 MS0235'AT SNOWVILLE, 48.5 FEET NORTH OF THE CENTERLINE OF THE
 MS0235'HIGHWAY, 1.6 FEET WEST OF A METAL WITNESS POST WITH SIGN, 1.2
 MS0235'FEET SOUTH OF A FENCE LINE, SET IN A CYLINDRICAL CONCRETE
 MS0235'MONUMENT PROJECTING 6 INCHES ABOVE GROUND.  THE BENCH MARK WAS
 MS0235'INTERSECTED FROM STATIONS SNOW AND SHALE.
 MS0235'
 MS0235'TO REACH THE STATION FROM THE JUNCTION OF THE HOLBROOK ROAD AND
 MS0235'U.S. HIGHWAY 30S, IN SNOWVILLE, DRIVE WEST ON THE HIGHWAY FOR
 MS0235'2.9 MILES TO THE MARK ON THE RIGHT.
 MS0235'
 MS0235'A STANDARD C AND GS BENCH MARK, STAMPED DD 89 1960, WAS USED
 MS0235'FOR THE AZIMUTH MARK.  THE DISK IS SET IN THE TOP OF A CYLINDRICAL
 MS0235'CONCRETE POST, 12 INCHES IN DIAMETER, PROJECTING 6 INCHES ABOVE
 MS0235'THE GROUND.  IT IS 48 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 MS0235'30S, 2 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN AND 1
 MS0235'FOOT SOUTH OF THE NORTH HIGHWAY RIGHT-OF-WAY FENCE.
 MS0235
 MS0235                          STATION RECOVERY (1960)
 MS0235
 MS0235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 MS0235'3.0 MI W FROM SNOWVILLE.
 MS0235'3.0 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE NELSON CAFE AT
 MS0235'SNOWVILLE, 48.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.6 FEET
 MS0235'WEST OF A METAL WITNESS POST WITH SIGN, 1.2 FEET SOUTH OF A FENCE
 MS0235'LINE, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
 MS0235
 MS0235                          STATION RECOVERY (2013)
 MS0235
 MS0235'RECOVERY NOTE BY GEOCACHING 2013 (BRB)
 MS0235'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1136 ***********************************************************************
 LO1136  DESIGNATION -  DEAD
 LO1136  PID         -  LO1136
 LO1136  STATE/COUNTY-  UT/SUMMIT
 LO1136  COUNTRY     -  US
 LO1136  USGS QUAD   -  DEADMAN MOUNTAIN (2017)
 LO1136
 LO1136                         *CURRENT SURVEY CONTROL
 LO1136  ______________________________________________________________________
 LO1136* NAD 83(1994) POSITION- 40 52 52.17807(N) 110 45 32.65531(W)   ADJUSTED
 LO1136* NAVD 88 ORTHO HEIGHT -  3277.6   (meters)    10753.    (feet) VERTCON3
 LO1136  ______________________________________________________________________
 LO1136  GEOID HEIGHT    -        -12.732 (meters)                     GEOID18
 LO1136  LAPLACE CORR    -         13.12  (seconds)                    DEFLEC18
 LO1136  HORZ ORDER      -  THIRD
 LO1136
 LO1136.The horizontal coordinates were established by classical geodetic methods
 LO1136.and adjusted by the National Geodetic Survey in November 1997.
 LO1136
 LO1136.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1136
 LO1136.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1136.GEOID18 height accuracy estimate available here.
 LO1136
 LO1136.Click photographs - Photos may exist for this station.
 LO1136
 LO1136.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1136
 LO1136. The following values were computed from the NAD 83(1994) position.
 LO1136
 LO1136;                    North         East     Units Scale Factor Converg.
 LO1136;SPC UT N     - 1,061,101.849   562,447.878   MT  0.99997753   +0 29 18.7
 LO1136;SPC UT N     - 3,481,298.32  1,845,297.75   sFT  0.99997753   +0 29 18.7
 LO1136;UTM  12      - 4,525,592.827   520,298.863   MT  0.99960507   +0 09 27.7
 LO1136
 LO1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1136!SPC UT N     -   0.99948812  x   0.99997753  =   0.99946567
 LO1136!UTM  12      -   0.99948812  x   0.99960507  =   0.99909340
 LO1136
 LO1136:                Primary Azimuth Mark                     Grid Az
 LO1136:SPC UT N     -  TP ET 73                                 093 54 07.2
 LO1136:UTM  12      -  TP ET 73                                 094 13 58.2
 LO1136
 LO1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL2029825592(NAD 83)
 LO1136
 LO1136|---------------------------------------------------------------------|
 LO1136| PID    Reference Object                     Distance      Geod. Az  |
 LO1136|                                                           dddmmss.s |
 LO1136| LO1113 TP ET 73                            APPROX. 9.0 KM 0942325.9 |
 LO1136|---------------------------------------------------------------------|
 LO1136
 LO1136                          SUPERSEDED SURVEY CONTROL
 LO1136
 LO1136  NAD 83(1993)-  40 52 52.17794(N)    110 45 32.65523(W) AD(       ) 3
 LO1136  NAD 83(1986)-  40 52 52.16249(N)    110 45 32.64442(W) AD(       ) 3
 LO1136  NAD 27      -  40 52 52.35199(N)    110 45 30.03730(W) AD(       ) 3
 LO1136  NGVD 29 (07/19/86) 3276.0    (m)        10748.     (f) VERT ANG       
 LO1136
 LO1136.Superseded values are not recommended for survey control.
 LO1136
 LO1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1136.See file dsdata.pdf to determine how the superseded data were derived.
 LO1136
 LO1136_MARKER: DD = SURVEY DISK
 LO1136_SETTING: 66 = SET IN ROCK OUTCROP
 LO1136_STAMPING: DEAD 1962
 LO1136_MARK LOGO: USFS
 LO1136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO1136+STABILITY: POSITION/ELEVATION WELL
 LO1136
 LO1136  HISTORY     - Date     Condition        Report By
 LO1136  HISTORY     - 1962     MONUMENTED       USFS
 LO1136  HISTORY     - 1966     GOOD             USGS
 LO1136
 LO1136                          STATION DESCRIPTION
 LO1136
 LO1136'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LO1136'LOCATED APPROXIMATELY 27 MI. (AIRLINE) S. AND 11 MI. E. OF EVANSTON,
 LO1136'WYOMING, ON THE W. SIDE OF WHAT IS KNOWN LOCALLY AS DEADMAN MOUNTAIN,
 LO1136'WHICH IS FLAT-TOPPED WITH SCATTERED TREES.
 LO1136'
 LO1136'STATION REACHED BY HELICOPTER.
 LO1136'
 LO1136'RECOVERED.
 LO1136'
 LO1136'STATION MARK--STANDARD USDA FOREST SERVICE BRONZE TABLET, STAMPED
 LO1136'---DEAD 1962---, SET IN A ROCK FLUSH WITH THE GROUND.
 LO1136'
 LO1136'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0462 ***********************************************************************
 JN0462  DESIGNATION -  DEAD MAN
 JN0462  PID         -  JN0462
 JN0462  STATE/COUNTY-  UT/WAYNE
 JN0462  COUNTRY     -  US
 JN0462  USGS QUAD   -  ROBBERS ROOST FLATS (2017)
 JN0462
 JN0462                         *CURRENT SURVEY CONTROL
 JN0462  ______________________________________________________________________
 JN0462* NAD 83(1994) POSITION- 38 20 04.19973(N) 110 21 12.06033(W)   ADJUSTED
 JN0462* NAVD 88 ORTHO HEIGHT -  1844.2   (meters)     6051.    (feet) VERTCON3
 JN0462  ______________________________________________________________________
 JN0462  GEOID HEIGHT    -        -20.031 (meters)                     GEOID18
 JN0462  LAPLACE CORR    -          3.94  (seconds)                    DEFLEC18
 JN0462  HORZ ORDER      -  SECOND
 JN0462
 JN0462.The horizontal coordinates were established by classical geodetic methods
 JN0462.and adjusted by the National Geodetic Survey in November 1997.
 JN0462
 JN0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0462
 JN0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0462.GEOID18 height accuracy estimate available here.
 JN0462
 JN0462.Click photographs - Photos may exist for this station.
 JN0462
 JN0462.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0462
 JN0462. The following values were computed from the NAD 83(1994) position.
 JN0462
 JN0462;                    North         East     Units Scale Factor Converg.
 JN0462;SPC UT S     - 3,185,722.272   600,251.125   MT  0.99999737   +0 42 09.1
 JN0462;SPC UT S     -10,451,823.82  1,969,323.90   sFT  0.99999737   +0 42 09.1
 JN0462;UTM  12      - 4,243,127.358   556,515.563   MT  0.99963933   +0 24 03.9
 JN0462
 JN0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0462!SPC UT S     -   0.99971386  x   0.99999737  =   0.99971123
 JN0462!UTM  12      -   0.99971386  x   0.99963933  =   0.99935329
 JN0462
 JN0462:                Primary Azimuth Mark                     Grid Az
 JN0462:SPC UT S     -  DEAD MAN AZ MK                           213 35 38.4
 JN0462:UTM  12      -  DEAD MAN AZ MK                           213 53 43.6
 JN0462
 JN0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH5651543127(NAD 83)
 JN0462
 JN0462|---------------------------------------------------------------------|
 JN0462| PID    Reference Object                     Distance      Geod. Az  |
 JN0462|                                                           dddmmss.s |
 JN0462| CM6330 DEAD MAN RM 1                                      11319     |
 JN0462| CM6331 DEAD MAN RM 2                                      20019     |
 JN0462| CM6329 DEAD MAN AZ MK                                     2141747.5 |
 JN0462|---------------------------------------------------------------------|
 JN0462
 JN0462                          SUPERSEDED SURVEY CONTROL
 JN0462
 JN0462  NAD 83(1986)-  38 20 04.19121(N)    110 21 12.05824(W) AD(       ) 2
 JN0462  NAD 27      -  38 20 04.24865(N)    110 21 09.55900(W) AD(       ) 2
 JN0462  NGVD 29 (07/19/86) 1843.1    (m)         6047.     (f) VERT ANG       
 JN0462
 JN0462.Superseded values are not recommended for survey control.
 JN0462
 JN0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0462.See file dsdata.pdf to determine how the superseded data were derived.
 JN0462
 JN0462_MARKER: DD = SURVEY DISK
 JN0462_STAMPING: DEAD MAN 1953
 JN0462_MARK LOGO: USGS
 JN0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0462+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2021
 JN0462
 JN0462  HISTORY     - Date     Condition        Report By
 JN0462  HISTORY     - 1953     MONUMENTED       USGS
 JN0462  HISTORY     - 1963     GOOD             USGS
 JN0462  HISTORY     - 1963     GOOD             USGS
 JN0462  HISTORY     - 20210928 GOOD             INDIV
 JN0462
 JN0462                          STATION DESCRIPTION
 JN0462
 JN0462'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JN0462'RECOVERED.
 JN0462
 JN0462                          STATION RECOVERY (1963)
 JN0462
 JN0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (LGB)
 JN0462'THE STATION IS ABOUT 28 MILES NORTHWEST OF THE JUNCTION OF THE
 JN0462'COLORADO AND GREEN RIVERS AND 19-1/2 MILES EAST OF HANKSVILLE,
 JN0462'ON THE NORTH END OF DEAD MAN HILL.  IT IS ON THE SHARP POINT OF
 JN0462'THE HILL WHERE IT DROPS OFF TO THE NORTH.
 JN0462'
 JN0462'TO REACH THE STATION BY HELICOPTER FROM THE FAA AIRPORT JUST
 JN0462'NORTH OF HANKSVILLE, FLY EASTERLY ON A TRUE COURSE OF 85
 JN0462'DEGREES FOR ABOUT 19-1/2 MILES TO THE STATION.
 JN0462'
 JN0462'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED
 JN0462'DEAD MAN 1953, BRAZED TO THE TOP OF A 2-INCH IRON PIPE WHICH
 JN0462'PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS ON THE HIGHEST
 JN0462'POINT AT THE NORTH END OF THE RIDGE AND 9 FEET SOUTHEAST OF
 JN0462'A CAIRN.
 JN0462'
 JN0462'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 JN0462'DISK STAMPED 1 1953, SET FLUSH IN A DRILL HOLE IN BEDROCK.
 JN0462'IT IS 27 FEET SOUTHEAST OF THE CAIRN.
 JN0462'
 JN0462'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK
 JN0462'STAMPED 2 1953, SET IN A DRILL HOLE IN BEDROCK 5 INCHES BELOW
 JN0462'THE GROUND SURFACE.  IT IS 36 FEET SOUTH OF THE CAIRN AND
 JN0462'HAS A 3/4-INCH ANGLE IRON DRIVEN INTO THE GROUND BEHIND IT.
 JN0462'
 JN0462'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DEAD MAN USGS 1963,
 JN0462'BRAZED TO THE TOP OF A 2-1/2 INCH PIPE WHICH PROJECTS 6 INCHES
 JN0462'ABOVE THE GROUND.  IT IS 2 FEET NORTH OF A CAIRN.
 JN0462'
 JN0462'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW ALONG THE
 JN0462'WEST RIM OF THE HILL FOR ABOUT 0.3 MILE TO A POINT OF THE
 JN0462'HILL THAT EXTENDS OUT TO THE WEST AND THE MARK.
 JN0462
 JN0462                          STATION RECOVERY (1963)
 JN0462
 JN0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JN0462'RECOVERED.
 JN0462
 JN0462                          STATION RECOVERY (2021)
 JN0462
 JN0462'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 JN0462'TO REACH FROM IH-70 IN UTAH TAKE EXIT 149 AND GO SOUTH ON UT-24 FOR
 JN0462'24.5 MI (39.4 KM), THEN TURN LEFT ONTO CR1010 AND GO 24 MI (38.6 KM)
 JN0462'TO AN INTERSECTION.  TURN RIGHT ONTO CR114 AND GO 7 MI (11.3 KM) TO A
 JN0462'4 POINT INTERSECTION.  TAKE THE ROAD HEADING SOUTH-SOUTHWEST, THIS IS
 JN0462'CR116 AND GO 4.66 MI (7.50 KM).  THEN TURN RIGHT ONTO A DIM TWO TRACK
 JN0462'TRAIL, BLM STEEL POST 1162 AND GO 1.8 MI (2.9 KM).  PARK HERE AND HIKE
 JN0462'WEST TO THE STATION ABOUT 0.5 MI (0.8 KM).  THE STATION TRIPOD WILL
 JN0462'BECOME VISIBLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0906 ***********************************************************************
 HN0906  DESIGNATION -  DEEP
 HN0906  PID         -  HN0906
 HN0906  STATE/COUNTY-  UT/SAN JUAN
 HN0906  COUNTRY     -  US
 HN0906  USGS QUAD   -  DEEP CANYON NORTH (2017)
 HN0906
 HN0906                         *CURRENT SURVEY CONTROL
 HN0906  ______________________________________________________________________
 HN0906* NAD 83(1994) POSITION- 37 09 08.45987(N) 110 42 43.02426(W)   ADJUSTED
 HN0906* NAVD 88 ORTHO HEIGHT -  1546.0   (meters)     5072.    (feet) VERTCON3
 HN0906  ______________________________________________________________________
 HN0906  GEOID HEIGHT    -        -22.320 (meters)                     GEOID18
 HN0906  LAPLACE CORR    -          2.60  (seconds)                    DEFLEC18
 HN0906  HORZ ORDER      -  THIRD
 HN0906
 HN0906.The horizontal coordinates were established by classical geodetic methods
 HN0906.and adjusted by the National Geodetic Survey in November 1997.
 HN0906
 HN0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0906
 HN0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0906.GEOID18 height accuracy estimate available here.
 HN0906
 HN0906.Click photographs - Photos may exist for this station.
 HN0906
 HN0906.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0906
 HN0906. The following values were computed from the NAD 83(1994) position.
 HN0906
 HN0906;                    North         East     Units Scale Factor Converg.
 HN0906;SPC UT S     - 3,054,197.893   570,005.332   MT  1.00001165   +0 28 58.2
 HN0906;SPC UT S     -10,020,314.25  1,870,092.49   sFT  1.00001165   +0 28 58.2
 HN0906;UTM  12      - 4,111,812.096   525,578.255   MT  0.99960806   +0 10 26.3
 HN0906
 HN0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0906!SPC UT S     -   0.99976095  x   1.00001165  =   0.99977260
 HN0906!UTM  12      -   0.99976095  x   0.99960806  =   0.99936911
 HN0906
 HN0906:                Primary Azimuth Mark                     Grid Az
 HN0906:SPC UT S     -  GREY MESA                                340 08 33.2
 HN0906:UTM  12      -  GREY MESA                                340 27 05.1
 HN0906
 HN0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2557811812(NAD 83)
 HN0906
 HN0906|---------------------------------------------------------------------|
 HN0906| PID    Reference Object                     Distance      Geod. Az  |
 HN0906|                                                           dddmmss.s |
 HN0906| HN0225 GREY MESA                           APPROX.10.5 KM 3403731.4 |
 HN0906|---------------------------------------------------------------------|
 HN0906
 HN0906                          SUPERSEDED SURVEY CONTROL
 HN0906
 HN0906  NAD 83(1992)-  37 09 08.45658(N)    110 42 43.02528(W) AD(       ) 3
 HN0906  NAD 83(1986)-  37 09 08.45613(N)    110 42 43.02398(W) AD(       ) 3
 HN0906  NAD 27      -  37 09 08.47276(N)    110 42 40.51967(W) AD(       ) 3
 HN0906  NGVD 29 (07/19/86) 1545.0    (m)         5069.     (f) VERT ANG       
 HN0906
 HN0906.Superseded values are not recommended for survey control.
 HN0906
 HN0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0906.See file dsdata.pdf to determine how the superseded data were derived.
 HN0906
 HN0906_MARKER: DD = SURVEY DISK
 HN0906_SETTING: 66 = SET IN ROCK OUTCROP
 HN0906_STAMPING: DEEP 1953
 HN0906_MARK LOGO: USGS
 HN0906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0906+STABILITY: POSITION/ELEVATION WELL
 HN0906
 HN0906  HISTORY     - Date     Condition        Report By
 HN0906  HISTORY     - 1953     MONUMENTED       USGS
 HN0906
 HN0906                          STATION DESCRIPTION
 HN0906
 HN0906'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0906'LOCATED ABOUT 47 MI. SW. OF HITE, 6 MI. E. OF THE CONFLUENCE OF SAN
 HN0906'JUAN AND COLORADO RIVERS, 1.75 MI. S. OF SAN JUAN RIVER, ON HIGHEST
 HN0906'PART OF POTHOLDED SANDSTONE HILL.
 HN0906'
 HN0906'REACHED BY HELICOPTER.
 HN0906'
 HN0906'STATION MARK - STANDARD TABLET STAMPED ---DEEP 1953--- CEMENTED IN
 HN0906'SANDSTONE AND COUNTERSUNK 0.2 FT.
 HN0906'
 HN0906'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER CEMENTED IN SANDSTONE,
 HN0906'8.25 FT. FROM STATION MARK, N 75 DEG 11 MIN 37 SEC W.
 HN0906'
 HN0906'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER CEMENTED IN SANDSTONE,
 HN0906'18.35 FT. FROM STATION MARK, N 34 DEG 23 MIN 30 SEC E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0352 ***********************************************************************
 JN0352  DESIGNATION -  DEER PEAK
 JN0352  PID         -  JN0352
 JN0352  STATE/COUNTY-  UT/SEVIER
 JN0352  COUNTRY     -  US
 JN0352  USGS QUAD   -  JOHNS PEAK (2017)
 JN0352
 JN0352                         *CURRENT SURVEY CONTROL
 JN0352  ______________________________________________________________________
 JN0352* NAD 83(1994) POSITION- 38 41 35.91482(N) 111 22 49.60543(W)   ADJUSTED
 JN0352* NAVD 88 ORTHO HEIGHT -  2563.3   (meters)     8410.    (feet) VERTCON3
 JN0352  ______________________________________________________________________
 JN0352  GEOID HEIGHT    -        -17.762 (meters)                     GEOID18
 JN0352  LAPLACE CORR    -         -7.02  (seconds)                    DEFLEC18
 JN0352  HORZ ORDER      -  SECOND
 JN0352
 JN0352.The horizontal coordinates were established by classical geodetic methods
 JN0352.and adjusted by the National Geodetic Survey in November 1997.
 JN0352
 JN0352.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0352
 JN0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0352.GEOID18 height accuracy estimate available here.
 JN0352
 JN0352.Click photographs - Photos may exist for this station.
 JN0352
 JN0352.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0352
 JN0352. The following values were computed from the NAD 83(1994) position.
 JN0352
 JN0352;                    North         East     Units Scale Factor Converg.
 JN0352;SPC UT C     - 2,039,973.106   510,402.087   MT  1.00009547   +0 04 35.7
 JN0352;SPC UT C     - 6,692,811.77  1,674,544.18   sFT  1.00009547   +0 04 35.7
 JN0352;UTM  12      - 4,282,812.394   466,914.721   MT  0.99961348   -0 14 16.2
 JN0352
 JN0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0352!SPC UT C     -   0.99960076  x   1.00009547  =   0.99969619
 JN0352!UTM  12      -   0.99960076  x   0.99961348  =   0.99921439
 JN0352
 JN0352:                Primary Azimuth Mark                     Grid Az
 JN0352:SPC UT C     -  DEER PEAK AZ MK                          271 19 00.3
 JN0352:UTM  12      -  DEER PEAK AZ MK                          271 37 52.2
 JN0352
 JN0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH6691482812(NAD 83)
 JN0352
 JN0352|---------------------------------------------------------------------|
 JN0352| PID    Reference Object                     Distance      Geod. Az  |
 JN0352|                                                           dddmmss.s |
 JN0352| CM5442 DEER PEAK RM 1                        9.561 METERS 02856     |
 JN0352| CM5443 DEER PEAK RM 2                        3.946 METERS 11400     |
 JN0352| CM5441 DEER PEAK AZ MK                                    2712336.0 |
 JN0352|---------------------------------------------------------------------|
 JN0352
 JN0352                          SUPERSEDED SURVEY CONTROL
 JN0352
 JN0352  NAD 83(1986)-  38 41 35.90706(N)    111 22 49.60062(W) AD(       ) 2
 JN0352  NAD 27      -  38 41 35.99700(N)    111 22 46.96000(W) AD(       ) 2
 JN0352  NGVD 29 (07/19/86) 2562.0    (m)         8405.     (f) VERT ANG       
 JN0352
 JN0352.Superseded values are not recommended for survey control.
 JN0352
 JN0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0352.See file dsdata.pdf to determine how the superseded data were derived.
 JN0352
 JN0352_MARKER: DS = TRIANGULATION STATION DISK
 JN0352_SETTING: 80 = SET IN A BOULDER
 JN0352
 JN0352  HISTORY     - Date     Condition        Report By
 JN0352  HISTORY     - 1938     MONUMENTED       CGS
 JN0352  HISTORY     - 20040723 GOOD             INDIV
 JN0352
 JN0352                          STATION DESCRIPTION
 JN0352
 JN0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JN0352'STATION IS LOCATED ABOUT 18 MILES SSW AIRLINE OF EMERY AND ABOUT
 JN0352'10 MILES AIRLINE N OF JEFFERY RANCH IN EASTERN PART OF FISHLAKE
 JN0352'NATIONAL FOREST ON HIGHEST POINT OF A WOODED PEAK SHOWN ON
 JN0352'FOREST SERVICE MAP AS DEER PK.  PEAK IS EFFACED ON N SLOPE BY
 JN0352'A BROWN-YELLOW OUTCROP AND REST OF HILL IS BOULDER-STREWN.
 JN0352'
 JN0352'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 JN0352'IN BOULDERS AS DESCRIBED.
 JN0352'
 JN0352'REACHED FROM POST OFFICE AT EMERY AS FOLLOWS--GO W ON UTAH
 JN0352'10, GRADED DIRT, 0.2 MILE.  THENCE L AND FOLLOW UTAH 10 S AND
 JN0352'SW 15.5 MILES TO A GRADED DIRT ROAD LEADING L AT A SIGN ON R
 JN0352'FISH LAKE 45.  LEAVE UTAH 10, TURNING L, AND FOLLOW UTAH 72,
 JN0352'GRADED DIRT, 5.4 MILES SOUTHERLY, TO A TRACK ROAD LEADING L JUST
 JN0352'S OF TREES.  FROM HERE STATION PEAK IS ABOUT 1 MILE DISTANT
 JN0352'AT 77 DEG MAGNETIC.  TURN L ON TRACK ROAD AND GO EASTERLY 0.6
 JN0352'MILE.  TURN L AND DRIVE CROSS-COUNTRY 0.1 MILE TO END OF TRUCK
 JN0352'TRAVEL AT EDGE OF CEDARS.  CONTINUE ON FOOT EASTERLY UP SLOPE
 JN0352'TO HIGHEST POINT AND STATION.  IT IS ABOUT A 1/2-HOUR PACK.
 JN0352'
 JN0352'AZIMUTH MARK IS ABOUT 1 MILE W.  IT IS ABOUT 50 YARDS E OF
 JN0352'ROAD JUNCTION WHERE TURN-OFF TO STATION FROM UTAH 72 IS MADE
 JN0352'ONTO TRACK ROAD.  MARK IS SET IN A MALPAIS BOULDER IN ITS
 JN0352'ORIGINAL POSITION PROTRUDING ABOUT 2 INCHES ABOVE GROUND
 JN0352'SURFACE.
 JN0352'
 JN0352'REFERENCE MARK NO. 1 IS IN A LARGE BOULDER ABOUT 3 FEET BELOW
 JN0352'STATION AND PROTRUDES ABOUT 1 FOOT ABOVE GROUND.  REFERENCE
 JN0352'MARK NO. 2 IS IN A LARGE BOULDER AT ABOUT SAME ELEVATION AS
 JN0352'STATION AND PROTRUDES ABOUT 2 FEET ABOVE GROUND SURFACE.
 JN0352
 JN0352                          STATION RECOVERY (2004)
 JN0352
 JN0352'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HDM)
 JN0352'STATION MARK AND BOTH RMS IN GOOD CONDITION.  AZIMUTH MARK NOT FOUND.
 JN0352'SR-72 ALIGNMENT IN AREA OF AZIMUTH MARK HAS CHANGED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0624 ***********************************************************************
 LN0624  DESIGNATION -  DEL
 LN0624  PID         -  LN0624
 LN0624  STATE/COUNTY-  UT/UINTAH
 LN0624  COUNTRY     -  US
 LN0624  USGS QUAD   -  CLIFF RIDGE (2017)
 LN0624
 LN0624                         *CURRENT SURVEY CONTROL
 LN0624  ______________________________________________________________________
 LN0624* NAD 83(1994) POSITION- 40 21 50.14072(N) 109 14 53.09674(W)   ADJUSTED
 LN0624* NAVD 88 ORTHO HEIGHT -  1756.5   (meters)     5763.    (feet) VERTCON3
 LN0624  ______________________________________________________________________
 LN0624  GEOID HEIGHT    -        -16.866 (meters)                     GEOID18
 LN0624  LAPLACE CORR    -          9.97  (seconds)                    DEFLEC18
 LN0624  HORZ ORDER      -  THIRD
 LN0624
 LN0624.The horizontal coordinates were established by classical geodetic methods
 LN0624.and adjusted by the National Geodetic Survey in November 1997.
 LN0624
 LN0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0624
 LN0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0624.GEOID18 height accuracy estimate available here.
 LN0624
 LN0624.Click photographs - Photos may exist for this station.
 LN0624
 LN0624.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0624
 LN0624. The following values were computed from the NAD 83(1994) position.
 LN0624
 LN0624;                    North         East     Units Scale Factor Converg.
 LN0624;SPC UT C     - 2,227,845.534   691,243.747   MT  0.99994137   +1 26 33.1
 LN0624;SPC UT C     - 7,309,189.89  2,267,855.53   sFT  0.99994137   +1 26 33.1
 LN0624;UTM  12      - 4,469,624.015   648,750.030   MT  0.99987237   +1 08 05.4
 LN0624
 LN0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0624!SPC UT C     -   0.99972717  x   0.99994137  =   0.99966856
 LN0624!UTM  12      -   0.99972717  x   0.99987237  =   0.99959958
 LN0624
 LN0624:                Primary Azimuth Mark                     Grid Az
 LN0624:SPC UT C     -  DINOSAUR                                 315 16 19.9
 LN0624:UTM  12      -  DINOSAUR                                 315 34 47.6
 LN0624
 LN0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK4875069624(NAD 83)
 LN0624
 LN0624|---------------------------------------------------------------------|
 LN0624| PID    Reference Object                     Distance      Geod. Az  |
 LN0624|                                                           dddmmss.s |
 LN0624| LN0642 DINOSAUR                            APPROX. 4.5 KM 3164253.0 |
 LN0624|---------------------------------------------------------------------|
 LN0624
 LN0624                          SUPERSEDED SURVEY CONTROL
 LN0624
 LN0624  NAD 83(1993)-  40 21 50.13777(N)    109 14 53.09285(W) AD(       ) 3
 LN0624  NAD 83(1992)-  40 21 50.12217(N)    109 14 53.08189(W) AD(       ) 3
 LN0624  NAD 83(1986)-  40 21 50.12221(N)    109 14 53.08191(W) AD(       ) 3
 LN0624  NAD 27      -  40 21 50.25484(N)    109 14 50.63386(W) AD(       ) 3
 LN0624  NGVD 29 (07/19/86) 1755.3    (m)         5759.     (f) VERT ANG       
 LN0624
 LN0624.Superseded values are not recommended for survey control.
 LN0624
 LN0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0624.See file dsdata.pdf to determine how the superseded data were derived.
 LN0624
 LN0624_MARKER: DD = SURVEY DISK
 LN0624_SETTING: 66 = SET IN ROCK OUTCROP
 LN0624_STAMPING: DEL 1964
 LN0624_MARK LOGO: USGS
 LN0624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0624+STABILITY: POSITION/ELEVATION WELL
 LN0624
 LN0624  HISTORY     - Date     Condition        Report By
 LN0624  HISTORY     - 1964     MONUMENTED       USGS
 LN0624
 LN0624                          STATION DESCRIPTION
 LN0624
 LN0624'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LN0624'LOCATED ABOUT 5 MI. E. OF JENSEN, ABOUT 3 MI. N. OF HIGHWAY 40.
 LN0624'
 LN0624'TO REACH FROM JENSEN POST OFFICE, DRIVE E. 0.2 MI., TURN N. (LEFT)
 LN0624'AND DRIVE 1.6 MI., TURN RIGHT AND DRIVE 3.9 MI., TURN RIGHT (S.) ON
 LN0624'TRACK RD. AND DRIVE 2.3 MI. TO END OF TRUCK TRAVEL.  PACK SW. ABOUT
 LN0624'500 FT. TO FIRST TOP W. OF HIGHEST TOP AND STATION.  (NOTE--THIS
 LN0624'STATION DOES NOT SEE E.)
 LN0624'
 LN0624'STATION MARK--STANDARD TABLET STAMPED ---DEL 1964---, SET IN SANDSTONE
 LN0624'LEDGE.
 LN0624'
 LN0624'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---DEL
 LN0624'NO 1 1964---, SET IN SANDSTONE LEDGE, 17.84 FT. FROM STATION MARK,
 LN0624'S 19 DEG 07 MIN W.
 LN0624'
 LN0624'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED ---DEL
 LN0624'NO 2 1964---, SET IN SANDSTONE LEDGE, 8.93 FT. FROM STATION MARK,
 LN0624'N 63 DEG 13 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0501 ***********************************************************************
 JO0501  DESIGNATION -  DELANO CAIRN
 JO0501  PID         -  JO0501
 JO0501  STATE/COUNTY-  UT/BEAVER
 JO0501  COUNTRY     -  US
 JO0501  USGS QUAD   -  DELANO PEAK (2017)
 JO0501
 JO0501                         *CURRENT SURVEY CONTROL
 JO0501  ______________________________________________________________________
 JO0501* NAD 83(1994) POSITION- 38 22 09.11149(N) 112 22 17.02068(W)   ADJUSTED
 JO0501* NAVD 88 ORTHO HEIGHT -  3710.7   (meters)    12174.    (feet) VERTCON3
 JO0501  ______________________________________________________________________
 JO0501  GEOID HEIGHT    -        -18.921 (meters)                     GEOID18
 JO0501  LAPLACE CORR    -          5.58  (seconds)                    DEFLEC18
 JO0501  HORZ ORDER      -  THIRD
 JO0501
 JO0501.The horizontal coordinates were established by classical geodetic methods
 JO0501.and adjusted by the National Geodetic Survey in June 1998.
 JO0501
 JO0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0501
 JO0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0501.GEOID18 height accuracy estimate available here.
 JO0501
 JO0501.Click photographs - Photos may exist for this station.
 JO0501
 JO0501.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0501
 JO0501. The following values were computed from the NAD 83(1994) position.
 JO0501
 JO0501;                    North         East     Units Scale Factor Converg.
 JO0501;SPC UT S     - 3,189,313.997   423,849.412   MT  1.00000337   -0 32 02.0
 JO0501;SPC UT S     -10,463,607.67  1,390,579.28   sFT  1.00000337   -0 32 02.0
 JO0501;UTM  12      - 4,247,669.613   380,198.705   MT  0.99977675   -0 51 04.9
 JO0501
 JO0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0501!SPC UT S     -   0.99942107  x   1.00000337  =   0.99942444
 JO0501!UTM  12      -   0.99942107  x   0.99977675  =   0.99919795
 JO0501
 JO0501:                Primary Azimuth Mark                     Grid Az
 JO0501:SPC UT S     -  TUSHAR                                   327 42 26.2
 JO0501:UTM  12      -  TUSHAR                                   328 01 29.1
 JO0501
 JO0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH8019847669(NAD 83)
 JO0501
 JO0501|---------------------------------------------------------------------|
 JO0501| PID    Reference Object                     Distance      Geod. Az  |
 JO0501|                                                           dddmmss.s |
 JO0501| JO0521 MILFORD NEEDLE                      APPROX.38.9 KM 2723640.4 |
 JO0501| JO0506 TUSHAR                              APPROX. 6.6 KM 3271024.2 |
 JO0501|---------------------------------------------------------------------|
 JO0501
 JO0501                          SUPERSEDED SURVEY CONTROL
 JO0501
 JO0501  NAD 83(1986)-  38 22 09.10594(N)    112 22 17.01822(W) AD(       ) 3
 JO0501  NAD 27      -  38 22 09.22500(N)    112 22 14.29200(W) AD(       ) 3
 JO0501  USCA        -  38 22 03.85000(N)    112 22 20.02000(W) AD(       ) 3
 JO0501  USSD        -  38 22 09.98500(N)    112 22 15.09000(W) AD(       ) 3
 JO0501  NGVD 29 (07/19/86) 3709.0    (m)        12169.     (f) VERT ANG       
 JO0501
 JO0501.Superseded values are not recommended for survey control.
 JO0501
 JO0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0501.See file dsdata.pdf to determine how the superseded data were derived.
 JO0501
 JO0501_MARKER: 72 = CAIRN
 JO0501
 JO0501  HISTORY     - Date     Condition        Report By
 JO0501  HISTORY     - 1885     FIRST OBSERVED   CGS
 JO0501
 JO0501                          STATION DESCRIPTION
 JO0501
 JO0501'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0502 ***********************************************************************
 JO0502  DESIGNATION -  DELANO PEAK M 5
 JO0502  PID         -  JO0502
 JO0502  STATE/COUNTY-  UT/BEAVER
 JO0502  COUNTRY     -  US
 JO0502  USGS QUAD   -  DELANO PEAK (2017)
 JO0502
 JO0502                         *CURRENT SURVEY CONTROL
 JO0502  ______________________________________________________________________
 JO0502* NAD 83(1994) POSITION- 38 22 09.10187(N) 112 22 17.03417(W)   ADJUSTED
 JO0502* NAVD 88 ORTHO HEIGHT -  3710.7   (meters)    12174.    (feet) VERTCON3
 JO0502  ______________________________________________________________________
 JO0502  GEOID HEIGHT    -        -18.921 (meters)                     GEOID18
 JO0502  LAPLACE CORR    -          5.59  (seconds)                    DEFLEC18
 JO0502  HORZ ORDER      -  THIRD
 JO0502
 JO0502.The horizontal coordinates were established by classical geodetic methods
 JO0502.and adjusted by the National Geodetic Survey in November 1997.
 JO0502
 JO0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0502
 JO0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0502.GEOID18 height accuracy estimate available here.
 JO0502
 JO0502.Click photographs - Photos may exist for this station.
 JO0502
 JO0502.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0502
 JO0502. The following values were computed from the NAD 83(1994) position.
 JO0502
 JO0502;                    North         East     Units Scale Factor Converg.
 JO0502;SPC UT S     - 3,189,313.703   423,849.082   MT  1.00000336   -0 32 02.0
 JO0502;SPC UT S     -10,463,606.71  1,390,578.20   sFT  1.00000336   -0 32 02.0
 JO0502;UTM  12      - 4,247,669.321   380,198.373   MT  0.99977675   -0 51 04.9
 JO0502
 JO0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0502!SPC UT S     -   0.99942107  x   1.00000336  =   0.99942443
 JO0502!UTM  12      -   0.99942107  x   0.99977675  =   0.99919795
 JO0502
 JO0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH8019847669(NAD 83)
 JO0502
 JO0502                          SUPERSEDED SURVEY CONTROL
 JO0502
 JO0502  NAD 83(1986)-  38 22 09.09757(N)    112 22 17.03271(W) AD(       ) 3
 JO0502  NAD 27      -  38 22 09.17800(N)    112 22 14.28000(W) AD(       ) 3
 JO0502  USSD        -  38 22 09.92800(N)    112 22 15.06800(W) AD(       ) 3
 JO0502  NGVD 29 (07/19/86) 3709.0    (m)        12169.     (f) VERT ANG       
 JO0502
 JO0502.Superseded values are not recommended for survey control.
 JO0502
 JO0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0502.See file dsdata.pdf to determine how the superseded data were derived.
 JO0502
 JO0502_MARKER: B = BOLT
 JO0502_SETTING: 66 = SET IN ROCK OUTCROP
 JO0502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0502+STABILITY: POSITION/ELEVATION WELL
 JO0502
 JO0502  HISTORY     - Date     Condition        Report By
 JO0502  HISTORY     - 1919     MONUMENTED       USFS
 JO0502  HISTORY     - 20170727 GOOD             GEOCAC
 JO0502
 JO0502                          STATION DESCRIPTION
 JO0502
 JO0502'DESCRIBED BY US FOREST SERVICE 1919 (GDC)
 JO0502'ABOUT 10 MILES SOUTHWEST OF MARYSVALE, ON THE HIGHEST BUT NOT THE
 JO0502'MOST PROMINENT PEAK OF THE TUSHAR MOUNTAINS.  STATION IS MARKED BY
 JO0502'A BOLT CEMENTED IN THE ROCK AND SURMOUNTED BY A POLE WITH A CAIRN
 JO0502'AROUND THE BASE.  BELKNAP BEARS ABOUT N. 32 DEG W. AND MONROE
 JO0502'2 ABOUT N. 50 DEG E.
 JO0502
 JO0502                          STATION RECOVERY (2017)
 JO0502
 JO0502'RECOVERY NOTE BY GEOCACHING 2017 (DG)
 JO0502'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0495 ***********************************************************************
 LP0495  DESIGNATION -  DELL
 LP0495  PID         -  LP0495
 LP0495  STATE/COUNTY-  UT/TOOELE
 LP0495  COUNTRY     -  US
 LP0495  USGS QUAD   -  DELLE (2017)
 LP0495
 LP0495                         *CURRENT SURVEY CONTROL
 LP0495  ______________________________________________________________________
 LP0495* NAD 83(1994) POSITION- 40 46 30.61738(N) 112 46 30.87608(W)   ADJUSTED
 LP0495* NAVD 88 ORTHO HEIGHT -  1413.4   (meters)     4637.    (feet) VERTCON3
 LP0495  ______________________________________________________________________
 LP0495  GEOID HEIGHT    -        -17.479 (meters)                     GEOID18
 LP0495  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 LP0495  HORZ ORDER      -  THIRD
 LP0495
 LP0495.The horizontal coordinates were established by classical geodetic methods
 LP0495.and adjusted by the National Geodetic Survey in November 1997.
 LP0495
 LP0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0495
 LP0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0495.GEOID18 height accuracy estimate available here.
 LP0495
 LP0495.Click photographs - Photos may exist for this station.
 LP0495
 LP0495.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0495
 LP0495. The following values were computed from the NAD 83(1994) position.
 LP0495
 LP0495;                    North         East     Units Scale Factor Converg.
 LP0495;SPC UT C     - 2,271,871.425   392,343.446   MT  1.00003355   -0 49 00.8
 LP0495;SPC UT C     - 7,453,631.50  1,287,213.46   sFT  1.00003355   -0 49 00.8
 LP0495;UTM  12      - 4,515,315.446   350,189.571   MT  0.99987624   -1 09 34.6
 LP0495
 LP0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0495!SPC UT C     -   0.99978108  x   1.00003355  =   0.99981462
 LP0495!UTM  12      -   0.99978108  x   0.99987624  =   0.99965735
 LP0495
 LP0495:                Primary Azimuth Mark                     Grid Az
 LP0495:SPC UT C     -  HASTINGS                                 258 31 28.5
 LP0495:UTM  12      -  HASTINGS                                 258 52 02.3
 LP0495
 LP0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL5018915315(NAD 83)
 LP0495
 LP0495|---------------------------------------------------------------------|
 LP0495| PID    Reference Object                     Distance      Geod. Az  |
 LP0495|                                                           dddmmss.s |
 LP0495| LP0497 HASTINGS                            APPROX.10.4 KM 2574227.7 |
 LP0495|---------------------------------------------------------------------|
 LP0495
 LP0495                          SUPERSEDED SURVEY CONTROL
 LP0495
 LP0495  NAD 83(1986)-  40 46 30.60660(N)    112 46 30.86590(W) AD(       ) 3
 LP0495  NAD 27      -  40 46 30.82977(N)    112 46 27.97328(W) AD(       ) 3
 LP0495  NGVD 29 (07/19/86) 1412.4    (m)         4634.     (f) VERT ANG       
 LP0495
 LP0495.Superseded values are not recommended for survey control.
 LP0495
 LP0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0495.See file dsdata.pdf to determine how the superseded data were derived.
 LP0495
 LP0495_MARKER: DD = SURVEY DISK
 LP0495_SETTING: 66 = SET IN ROCK OUTCROP
 LP0495_STAMPING: DELL 1955
 LP0495_MARK LOGO: USGS
 LP0495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0495+STABILITY: POSITION/ELEVATION WELL
 LP0495
 LP0495  HISTORY     - Date     Condition        Report By
 LP0495  HISTORY     - 1955     MONUMENTED       USGS
 LP0495
 LP0495                          STATION DESCRIPTION
 LP0495
 LP0495'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LP0495'LOCATED ABOUT 8 MI. NW. OF TIMPIE AND 1 MI. N. OF DELLE, ON LOW ROCKY
 LP0495'RIDGE.
 LP0495'
 LP0495'TO REACH FROM DELLE MOTEL AND CAFE ON U.S. HIGHWAY 40 AND 50, DRIVE W.
 LP0495'FOR 0.8 MI. TO DIRT T-RD., TURN RIGHT (N.) 0.2 MI. TO DELLE RAILROAD
 LP0495'DEPOT, AFTER CROSSING RAILROAD TAKE RIGHT FORK E. FOR 0.1 MI. TO RD.
 LP0495'FORKS, THENCE LEFT (E.) 0.4 MI. TO DIM Y-RD., TURN RIGHT (N.) 0.5 MI.
 LP0495'TO STATION.
 LP0495'
 LP0495'STATION MARK--STANDARD TABLET STAMPED ---DELL 1955---, CEMENTED IN
 LP0495'ROCK OUTCROP.
 LP0495'
 LP0495'REFERENCE MARK NO. 1--CHISELED CROSS ON ROCK, 20.81 FT. FROM STATION,
 LP0495'N 47 DEG 40 MIN E.
 LP0495'
 LP0495'REFERENCE MARK NO. 2--CHISELED CROSS ON ROCK, 7.13 FT. FROM STATION,
 LP0495'S 34 DEG 22 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0494 ***********************************************************************
 LP0494  DESIGNATION -  DELLE
 LP0494  PID         -  LP0494
 LP0494  STATE/COUNTY-  UT/TOOELE
 LP0494  COUNTRY     -  US
 LP0494  USGS QUAD   -  DELLE (2017)
 LP0494
 LP0494                         *CURRENT SURVEY CONTROL
 LP0494  ______________________________________________________________________
 LP0494* NAD 83(1994) POSITION- 40 50 52.85830(N) 112 48 02.44378(W)   ADJUSTED
 LP0494* NAVD 88 ORTHO HEIGHT -  1289.    (meters)     4229.    (feet) SCALED
 LP0494  ______________________________________________________________________
 LP0494  GEOID HEIGHT    -        -17.247 (meters)                     GEOID18
 LP0494  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 LP0494  HORZ ORDER      -  FIRST
 LP0494
 LP0494.The horizontal coordinates were established by classical geodetic methods
 LP0494.and adjusted by the National Geodetic Survey in November 1997.
 LP0494
 LP0494.The orthometric height was scaled from a topographic map.
 LP0494
 LP0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0494.GEOID18 height accuracy estimate available here.
 LP0494
 LP0494.Click photographs - Photos may exist for this station.
 LP0494
 LP0494.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0494
 LP0494. The following values were computed from the NAD 83(1994) position.
 LP0494
 LP0494;                    North         East     Units Scale Factor Converg.
 LP0494;SPC UT C     - 2,279,991.272   390,313.959   MT  1.00005530   -0 49 59.5
 LP0494;SPC UT C     - 7,480,271.36  1,280,555.05   sFT  1.00005530   -0 49 59.5
 LP0494;UTM  12      - 4,523,445.985   348,209.161   MT  0.99988359   -1 10 40.7
 LP0494
 LP0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0494!SPC UT C     -   0.99980054  x   1.00005530  =   0.99985583
 LP0494!UTM  12      -   0.99980054  x   0.99988359  =   0.99968415
 LP0494
 LP0494:                Primary Azimuth Mark                     Grid Az
 LP0494:SPC UT C     -  DELLE AZ MK                              143 57 42.0
 LP0494:UTM  12      -  DELLE AZ MK                              144 18 23.2
 LP0494
 LP0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL4820923445(NAD 83)
 LP0494
 LP0494|---------------------------------------------------------------------|
 LP0494| PID    Reference Object                     Distance      Geod. Az  |
 LP0494|                                                           dddmmss.s |
 LP0494| CM5445 DELLE RM 1                           10.288 METERS 04734     |
 LP0494| LP0482 SAN FRANCIS SALT LK AWY BN 59       APPROX.16.8 KM 1301040.0 |
 LP0494| CM5444 DELLE AZ MK                                        1430742.5 |
 LP0494| LP0496 SAN FRANCIS SALT LK AWY BN 57       APPROX. 9.2 KM 2545657.5 |
 LP0494| CM5446 DELLE RM 2                            9.457 METERS 27300     |
 LP0494|---------------------------------------------------------------------|
 LP0494
 LP0494                          SUPERSEDED SURVEY CONTROL
 LP0494
 LP0494  NAD 83(1986)-  40 50 52.84739(N)    112 48 02.43404(W) AD(       ) 1
 LP0494  NAD 27      -  40 50 53.07689(N)    112 47 59.53462(W) AD(       ) 1
 LP0494
 LP0494.Superseded values are not recommended for survey control.
 LP0494
 LP0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0494.See file dsdata.pdf to determine how the superseded data were derived.
 LP0494
 LP0494_MARKER: DS = TRIANGULATION STATION DISK
 LP0494_SETTING: 66 = SET IN ROCK OUTCROP
 LP0494_STAMPING: DELLE 1940
 LP0494_MARK LOGO: CGS
 LP0494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0494+STABILITY: POSITION/ELEVATION WELL
 LP0494
 LP0494  HISTORY     - Date     Condition        Report By
 LP0494  HISTORY     - 1940     MONUMENTED       CGS
 LP0494  HISTORY     - 1958     GOOD             CAB
 LP0494  HISTORY     - 1966     GOOD             USGS
 LP0494
 LP0494                          STATION DESCRIPTION
 LP0494
 LP0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LP0494'STATION IS ABOUT 24 MILES NW OF GRANTSVILLE, 6 MILES N OF
 LP0494'DELLE, ON A SHARP, DARK-COLORED, ROCKY PEAK AT EXTREME S END OF
 LP0494'LAKESIDE MOUNTAINS.  THERE ARE SOME ROUNDED SUMMITS TO THE NW,
 LP0494'WHICH ARE SLIGHTLY HIGHER.
 LP0494'
 LP0494'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LP0494'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 LP0494'
 LP0494'REFERENCE MARK NO. 1 IS ABOUT 34 FEET NE OF THE STATION AND
 LP0494'ABOUT 1 FOOT HIGHER IN ELEVATION, SET IN A SANDSTONE LEDGE,
 LP0494'WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND.
 LP0494'
 LP0494'REFERENCE MARK NO. 2 IS ABOUT 31 FEET W OF THE STATION AND
 LP0494'ABOUT 2 FEET LOWER IN ELEVATION, AND PROJECTS ABOUT 2 FEET
 LP0494'ABOVE THE SURFACE.  IT IS ABOUT 12 FEET E OF THE W RIM OF THE
 LP0494'PEAK.
 LP0494'
 LP0494'ALL MARKS ARE STAMPED DELLE 1940.
 LP0494'
 LP0494'AZIMUTH MARK IS ABOUT 1/4 MILE SE AND ABOUT 400 FEET LOWER IN
 LP0494'ELEVATION, SET IN BEDROCK JUST N OF THE HIGHEST PART OF A
 LP0494'SHARP POINT ON RIDGE AND JUST S OF THE E END OF A GRAY,
 LP0494'SANDSTONE LEDGE.
 LP0494'
 LP0494'TO REACH STATION FROM GRANTSVILLE, TAKE U.S. HIGHWAY 40 W,
 LP0494'22.1 MILES TO JUNCTION WITH GRADED ROAD LEADING RIGHT, N, TO
 LP0494'DELLE RAILROAD STATION, THENCE N ON THIS ROAD 0.2 MILE TO RAILROAD
 LP0494'STATION, CROSS TRACKS AND CONTINUE N 0.1 MILE TO GRADED
 LP0494'CROSSROADS, THENCE LEFT, NW, 0.6 MILE, THENCE RIGHT FORK AND
 LP0494'FOLLOW MAIN ROAD N UP VALLEY 4.75 MILES TO END OF TRUCK TRAVEL
 LP0494'AT GEORGIA LYNN MINE.  FROM MINE, FOLLOW UP W SIDE OF CANYON TO
 LP0494'N TO SADDLE IN MAIN RIDGE AT ITS HEAD.  THENCE LEFT ALONG
 LP0494'RIDGE TO FIRST HIGH SUMMIT AND STATION, A DISTANCE OF ABOUT
 LP0494'1-1/2 MILES.  THE PEAK IS LOCALLY KNOWN AS BLACK MOUNTAIN.
 LP0494
 LP0494                          STATION RECOVERY (1958)
 LP0494
 LP0494'RECOVERY NOTE BY CIVIL AERONAUTICS BOARD 1958
 LP0494'STATION AND R.M. 2 WERE FOUND IN GOOD CONDITION.  R.M. 1 WAS
 LP0494'DESTROYED AND A NEW REFERENCE MARK WAS SET.
 LP0494'
 LP0494'R.M. 3 WAS SET FLUSH IN THE SW CORNER OF THE CONCRETE PORCH
 LP0494'OF THE VHF/UHF BUILDING, 56.63 FEET FROM THE STATION
 LP0494'N 71 DEG 50 MIN E.  THE MARK IS STAMPED DELLE
 LP0494'NO 3 1958.
 LP0494
 LP0494                          STATION RECOVERY (1966)
 LP0494
 LP0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (YY)
 LP0494'THE OLD DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0248 ***********************************************************************
 KO0248  DESIGNATION -  DELTA
 KO0248  PID         -  KO0248
 KO0248  STATE/COUNTY-  UT/MILLARD
 KO0248  COUNTRY     -  US
 KO0248  USGS QUAD   -  DELTA (2017)
 KO0248
 KO0248                         *CURRENT SURVEY CONTROL
 KO0248  ______________________________________________________________________
 KO0248* NAD 83(1986) POSITION- 39 21 07.     (N) 112 34 36.     (W)   SCALED
 KO0248* NAVD 88 ORTHO HEIGHT -  1415.135 (meters)     4642.82  (feet) ADJUSTED
 KO0248  ______________________________________________________________________
 KO0248  GEOID HEIGHT    -        -19.509 (meters)                     GEOID18
 KO0248  DYNAMIC HEIGHT  -       1413.823 (meters)     4638.52  (feet) COMP
 KO0248  MODELED GRAVITY -    979,650.2   (mgal)                       NAVD 88
 KO0248
 KO0248  VERT ORDER      -  SECOND    CLASS 0
 KO0248
 KO0248.The horizontal coordinates were scaled from a map and have
 KO0248.an estimated accuracy of +/- 6 seconds.
 KO0248
 KO0248.The orthometric height was determined by differential leveling and
 KO0248.adjusted by the NATIONAL GEODETIC SURVEY
 KO0248.in June 1991.
 KO0248
 KO0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0248.GEOID18 height accuracy estimate available here.
 KO0248
 KO0248.Click photographs - Photos may exist for this station.
 KO0248
 KO0248.The dynamic height is computed by dividing the NAVD 88
 KO0248.geopotential number by the normal gravity value computed on the
 KO0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0248.degrees latitude (g = 980.6199 gals.).
 KO0248
 KO0248.The modeled gravity was interpolated from observed gravity values.
 KO0248
 KO0248;                    North         East    Units  Estimated Accuracy
 KO0248;SPC UT C     - 2,113,640.      407,200.      MT  (+/- 180 meters Scaled)
 KO0248
 KO0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ641570(NAD 83)
 KO0248
 KO0248                          SUPERSEDED SURVEY CONTROL
 KO0248
 KO0248  NGVD 29 (??/??/92) 1414.013  (m)         4639.14   (f) ADJ UNCH    2 0
 KO0248
 KO0248.Superseded values are not recommended for survey control.
 KO0248
 KO0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0248.See file dsdata.pdf to determine how the superseded data were derived.
 KO0248
 KO0248_MARKER: DB = BENCH MARK DISK
 KO0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0248_STAMPING: DELTA 1934
 KO0248_MARK LOGO: CGS
 KO0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0248+STABILITY: SURFACE MOTION
 KO0248
 KO0248  HISTORY     - Date     Condition        Report By
 KO0248  HISTORY     - 1934     MONUMENTED       CGS
 KO0248  HISTORY     - 20120129 MARK NOT FOUND   GEOCAC
 KO0248
 KO0248                          STATION DESCRIPTION
 KO0248
 KO0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0248'IN DELTA.
 KO0248'AT DELTA, MILARD COUNTY, ON STATE HIGHWAY 26, AT THE COMMUNITY
 KO0248'BUILDING, 36 FEET SOUTHWEST OF THE SOUTHWEST CORNER, 48 FEET EAST OF
 KO0248'THE CENTER LINE OF THE HIGHWAY, AND 3 FEET EAST OF THE SIDEWALK.  A
 KO0248'STANDARD DISK, STAMPED DELTA 1934 AND SET IN THE TOP OF A CONCRETE
 KO0248'POST.
 KO0248
 KO0248                          STATION RECOVERY (2012)
 KO0248
 KO0248'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 KO0248'THE COMMUNITY BUILDING REFERENCED IN THE DESCRIPTION HAS BEEN
 KO0248'DEMOLISHED AND THE ENTIRE LOT REGRADED. THE ONLY REFERENCED STRUCTURE
 KO0248'REMAINING IS THE SIDEWALK. A SEARCH ALONG A LINE 3 FEET EAST OF THE
 KO0248'SIDEWALK FOUND NO TRACE OF THE BENCHMARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0422 ***********************************************************************
 KO0422  DESIGNATION -  DELTA MUN AIRPORT BEACON
 KO0422  PID         -  KO0422
 KO0422  STATE/COUNTY-  UT/MILLARD
 KO0422  COUNTRY     -  US
 KO0422  USGS QUAD   -  DELTA NE (2017)
 KO0422
 KO0422                         *CURRENT SURVEY CONTROL
 KO0422  ______________________________________________________________________
 KO0422* NAD 83(1994) POSITION- 39 23 13.69565(N) 112 30 47.31057(W)   ADJUSTED
 KO0422  ______________________________________________________________________
 KO0422  GEOID HEIGHT    -        -19.219 (meters)                     GEOID18
 KO0422  LAPLACE CORR    -          8.40  (seconds)                    DEFLEC18
 KO0422  HORZ ORDER      -  THIRD
 KO0422
 KO0422.This mark is at Delta Municipal Airport (DTA)
 KO0422
 KO0422.The horizontal coordinates were established by classical geodetic methods
 KO0422.and adjusted by the National Geodetic Survey in November 1997.
 KO0422
 KO0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0422.GEOID18 height accuracy estimate available here.
 KO0422
 KO0422.Click photographs - Photos may exist for this station.
 KO0422
 KO0422.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0422
 KO0422. The following values were computed from the NAD 83(1994) position.
 KO0422
 KO0422;                    North         East     Units Scale Factor Converg.
 KO0422;SPC UT C     - 2,117,486.662   412,723.488   MT  0.99992918   -0 38 56.4
 KO0422;SPC UT C     - 6,947,120.82  1,354,076.98   sFT  0.99992918   -0 38 56.4
 KO0422;UTM  12      - 4,360,831.133   369,688.419   MT  0.99980908   -0 57 37.1
 KO0422
 KO0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ6968860831(NAD 83)
 KO0422
 KO0422                          SUPERSEDED SURVEY CONTROL
 KO0422
 KO0422  NAD 83(1986)-  39 23 13.68606(N)    112 30 47.30334(W) AD(       ) 3
 KO0422  NAD 27      -  39 23 13.84537(N)    112 30 44.49882(W) AD(       ) 3
 KO0422
 KO0422.Superseded values are not recommended for survey control.
 KO0422
 KO0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0422.See file dsdata.pdf to determine how the superseded data were derived.
 KO0422
 KO0422_MARKER: 21 = AIRPORT BEACON
 KO0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0422+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2012
 KO0422
 KO0422  HISTORY     - Date     Condition        Report By
 KO0422  HISTORY     - 1957     FIRST OBSERVED   CGS
 KO0422  HISTORY     - 1965     GOOD             CGS
 KO0422  HISTORY     - 1981     GOOD             DMA
 KO0422  HISTORY     - 20120129 GOOD             GEOCAC
 KO0422
 KO0422                          STATION DESCRIPTION
 KO0422
 KO0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0422'THE STATION IS LOCATED ABOUT 4 MILES EAST OF DELTA, ON THE SOUTH
 KO0422'SIDE OF U.S. HIGHWAYS 50 AND 6.
 KO0422'
 KO0422'THE BEACON IS A STANDARD AIRPORT BEACON SUPPORTED BY A FOUR
 KO0422'LEGGED STEEL STRUCTURE AND IS ABOUT 53 FEET HIGH.  IT IS ABOUT
 KO0422'400 FEET NORTH OF THE C.A.A. BUILDING AT THE AIRPORT.  THE
 KO0422'REVOLVING LIGHT WAS INTERSECTED.
 KO0422
 KO0422                          STATION RECOVERY (1965)
 KO0422
 KO0422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 KO0422'STATION IS A REVOLVING LIGHT SUPPORTED BY A FOUR LEGGED STEEL
 KO0422'STRUCTURE, PAINTED RED AND WHITE, APPROXIMATELY 50 FEET IN
 KO0422'HEIGHT.
 KO0422'
 KO0422'THE STATION IS LOCATED AT THE DELTA AIRPORT, 63.47 FEET OR
 KO0422'19.288 METERS NORTHWEST OF TRIANGULATION STATION AERONICA 1947.
 KO0422'
 KO0422'TO REACH FROM THE POST OFFICE IN DELTA, GO NORTH FOR 0.05 TO
 KO0422'MAIN STREET AND U.S. HIGHWAY 50, TURN RIGHT AND GO NORTHEAST
 KO0422'ON U.S. HIGHWAY 50 FOR 4.3 MILES TO A SIDE ROAD RIGHT LEADING
 KO0422'TO THE DELTA AIRPORT, TURN RIGHT AND GO SOUTHEAST FOR 0.1 MILE
 KO0422'TO BEACON ON LEFT.
 KO0422'
 KO0422'POINT INTERSECTED, CENTER OF TOWER.
 KO0422
 KO0422                          STATION RECOVERY (1981)
 KO0422
 KO0422'RECOVERY NOTE BY DEFENSE MAP AGENCY 1981 (FG)
 KO0422'STATION RECOVERED GOOD.
 KO0422'
 KO0422'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KO0422'
 KO0422'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTHEAST OF
 KO0422'DELTA.
 KO0422
 KO0422                          STATION RECOVERY (2012)
 KO0422
 KO0422'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 KO0422'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0421 ***********************************************************************
 KO0421  DESIGNATION -  DELTA NORTHWEST BASE
 KO0421  PID         -  KO0421
 KO0421  STATE/COUNTY-  UT/MILLARD
 KO0421  COUNTRY     -  US
 KO0421  USGS QUAD   -  HARDING (2017)
 KO0421
 KO0421                         *CURRENT SURVEY CONTROL
 KO0421  ______________________________________________________________________
 KO0421* NAD 83(1994) POSITION- 39 18 14.55589(N) 112 28 23.77995(W)   ADJUSTED
 KO0421* NAVD 88 ORTHO HEIGHT -  1421.2   (meters)     4663.    (feet) VERTCON3
 KO0421  ______________________________________________________________________
 KO0421  GEOID HEIGHT    -        -19.049 (meters)                     GEOID18
 KO0421  LAPLACE CORR    -          9.20  (seconds)                    DEFLEC18
 KO0421  HORZ ORDER      -  FIRST
 KO0421
 KO0421.The horizontal coordinates were established by classical geodetic methods
 KO0421.and adjusted by the National Geodetic Survey in November 1997.
 KO0421
 KO0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0421
 KO0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0421.GEOID18 height accuracy estimate available here.
 KO0421
 KO0421.Click photographs - Photos may exist for this station.
 KO0421
 KO0421.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0421
 KO0421. The following values were computed from the NAD 83(1994) position.
 KO0421
 KO0421;                    North         East     Units Scale Factor Converg.
 KO0421;SPC UT C     - 2,108,224.357   416,057.518   MT  0.99994147   -0 37 24.4
 KO0421;SPC UT C     - 6,916,732.74  1,365,015.37   sFT  0.99994147   -0 37 24.4
 KO0421;UTM  12      - 4,351,552.110   372,971.760   MT  0.99979868   -0 56 00.1
 KO0421
 KO0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0421!SPC UT C     -   0.99978007  x   0.99994147  =   0.99972155
 KO0421!UTM  12      -   0.99978007  x   0.99979868  =   0.99957879
 KO0421
 KO0421:                Primary Azimuth Mark                     Grid Az
 KO0421:SPC UT C     -  R 45                                     165 24 59.1
 KO0421:UTM  12      -  R 45                                     165 43 34.8
 KO0421
 KO0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ7297151552(NAD 83)
 KO0421
 KO0421|---------------------------------------------------------------------|
 KO0421| PID    Reference Object                     Distance      Geod. Az  |
 KO0421|                                                           dddmmss.s |
 KO0421| CM5447 DELTA NORTHWEST BASE RM 1             9.625 METERS 08440     |
 KO0421| CM5448 DELTA NORTHWEST BASE RM 2            11.702 METERS 16421     |
 KO0421| KO0168 R 45                                               1644734.7 |
 KO0421| KO0424 RNG DELTA RADIO DTA                 APPROX. 7.3 KM 3000021.1 |
 KO0421| KO0423 DELTA WATER TANK                    APPROX.10.9 KM 3044324.2 |
 KO0421|---------------------------------------------------------------------|
 KO0421
 KO0421                          SUPERSEDED SURVEY CONTROL
 KO0421
 KO0421  NAD 83(1986)-  39 18 14.54792(N)    112 28 23.77344(W) AD(       ) 1
 KO0421  NAD 27      -  39 18 14.69800(N)    112 28 20.97400(W) AD(       ) 1
 KO0421  NGVD 29 (07/19/86) 1420.1    (m)         4659.     (f) VERT ANG       
 KO0421
 KO0421.Superseded values are not recommended for survey control.
 KO0421
 KO0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0421.See file dsdata.pdf to determine how the superseded data were derived.
 KO0421
 KO0421_MARKER: DS = TRIANGULATION STATION DISK
 KO0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0421_STAMPING: DELTA NW BASE 1947
 KO0421_MARK LOGO: CGS
 KO0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0421+STABILITY: SURFACE MOTION
 KO0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0421+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2004
 KO0421
 KO0421  HISTORY     - Date     Condition        Report By
 KO0421  HISTORY     - 1947     MONUMENTED       CGS
 KO0421  HISTORY     - 1961     GOOD             USGS
 KO0421  HISTORY     - 20040304 GOOD             INDIV
 KO0421
 KO0421                          STATION DESCRIPTION
 KO0421
 KO0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KO0421'THE STATION IS LOCATED IN A SANDY AND SAGE BRUSH AREA, ALONG
 KO0421'RIGHT OF WAY OF STATE HIGHWAY 26, ABOUT 7 MILES AIR LINE SOUTHEAST
 KO0421'OF DELTA, AND ABOUT 0.7 MILE NORTH OF POINT WHERE THE ROAD
 KO0421'CROSSES THE RAILROAD TRACK, 54 FEET EAST OF AND ABOUT 1 FOOT
 KO0421'HIGHER THAN THE CENTER LINE OF STATE HIGHWAY 26, 15 FEET
 KO0421'SOUTHWEST OF THE SOUTHWEST EDGE OF SAND DUNE, 5 FEET SOUTH OF A
 KO0421'WHITE WITNESS POST, PROJECTS 3 INCHES AND IS STAMPED DELTA NW
 KO0421'BASE 1947.
 KO0421'
 KO0421'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES HIGHER THAN
 KO0421'THE STATION, AT THE SOUTH EDGE OF SAND DUNE, PROJECTS 2 INCHES
 KO0421'AND IS STAMPED--DELTA NW BASE NO 1 1947.
 KO0421'
 KO0421'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 KO0421'STATION, 54 FEET EAST OF AND APPROXIMATELY 1 FOOT HIGHER THAN
 KO0421'THE CENTER LINE OF HIGHWAY, PROJECTS 4 INCHES AND IS STAMPED--
 KO0421'DELTA NW BASE NO 2 1947.
 KO0421'
 KO0421'THE AZIMUTH MARK IS A U.S.C. AND G. SURVEY BENCH MARK,
 KO0421'APPROXIMATELY 0.1 MILE WEST OF RAILROAD CROSSING, 51 FEET SOUTH
 KO0421'OF CENTER LINE OF RAILROAD TRACK, 9 FEET SOUTH OF MILE POST
 KO0421'8, 2 FEET NORTH OF A WIRE FENCE, PROJECTS 5 INCHES AND
 KO0421'IS STAMPED R 45 1934.
 KO0421'
 KO0421'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE ROUTE
 KO0421'135 IN THE EAST EDGE OF DELTA.  GO EAST ON STATE ROUTE 135
 KO0421'FOR 3.5 MILES TO THE JUNCTION OF STATE ROUTE 135 AND STATE
 KO0421'ROUTE 26.  TURN RIGHT (S) ON STATE ROUTE 26 AND GO 4.25 MILES
 KO0421'TO STATION ON LEFT AS DESCRIBED ABOVE.
 KO0421
 KO0421                          STATION RECOVERY (1961)
 KO0421
 KO0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KO0421'RECOVERED IN GOOD CONDITION.
 KO0421'
 KO0421'STATION MARK--STANDARD DISK, STAMPED ---DELTA NW BASE 1947---.
 KO0421
 KO0421                          STATION RECOVERY (2004)
 KO0421
 KO0421'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HDM)
 KO0421'DID NOT SEARCH FOR REFERENCE OR AZIMUTH MARKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0415 ***********************************************************************
 KO0415  DESIGNATION -  DELTA SOUTHEAST BASE
 KO0415  PID         -  KO0415
 KO0415  STATE/COUNTY-  UT/MILLARD
 KO0415  COUNTRY     -  US
 KO0415  USGS QUAD   -  MCCORNICK (2017)
 KO0415
 KO0415                         *CURRENT SURVEY CONTROL
 KO0415  ______________________________________________________________________
 KO0415* NAD 83(1994) POSITION- 39 12 55.24994(N) 112 24 34.16740(W)   ADJUSTED
 KO0415* NAVD 88 ORTHO HEIGHT -  1445.56  (+/-2cm)     4742.6   (feet) VERTCON3
 KO0415  ______________________________________________________________________
 KO0415  GEOID HEIGHT    -        -18.914 (meters)                     GEOID18
 KO0415  LAPLACE CORR    -          8.56  (seconds)                    DEFLEC18
 KO0415  HORZ ORDER      -  FIRST
 KO0415  VERT ORDER      -  THIRD ? (See Below)
 KO0415
 KO0415.The horizontal coordinates were established by classical geodetic methods
 KO0415.and adjusted by the National Geodetic Survey in November 1997.
 KO0415
 KO0415.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0415
 KO0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0415.GEOID18 height accuracy estimate available here.
 KO0415
 KO0415.The vertical order pertains to the NGVD 29 superseded value.
 KO0415
 KO0415.Click photographs - Photos may exist for this station.
 KO0415
 KO0415.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0415
 KO0415. The following values were computed from the NAD 83(1994) position.
 KO0415
 KO0415;                    North         East     Units Scale Factor Converg.
 KO0415;SPC UT C     - 2,098,320.392   421,458.188   MT  0.99995689   -0 34 57.4
 KO0415;SPC UT C     - 6,884,239.49  1,382,734.07   sFT  0.99995689   -0 34 57.4
 KO0415;UTM  12      - 4,341,620.714   378,318.047   MT  0.99978231   -0 53 28.5
 KO0415
 KO0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0415!SPC UT C     -   0.99977622  x   0.99995689  =   0.99973312
 KO0415!UTM  12      -   0.99977622  x   0.99978231  =   0.99955858
 KO0415
 KO0415:                Primary Azimuth Mark                     Grid Az
 KO0415:SPC UT C     -  DELTA SOUTHEAST BASE AZ MK               191 55 28.7
 KO0415:UTM  12      -  DELTA SOUTHEAST BASE AZ MK               192 13 59.8
 KO0415
 KO0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ7831841620(NAD 83)
 KO0415
 KO0415|---------------------------------------------------------------------|
 KO0415| PID    Reference Object                     Distance      Geod. Az  |
 KO0415|                                                           dddmmss.s |
 KO0415| CM5450 DELTA SOUTHEAST BASE 2 RM 4          19.868 METERS 13212     |
 KO0415| KO0416 DELTA SOUTHEAST BASE 2               21.104 METERS 15425     |
 KO0415| CM5453 DELTA SOUTHEAST BASE RM 1            14.580 METERS 15706     |
 KO0415| CM5452 DELTA SOUTHEAST BASE AZ MK                         1912031.3 |
 KO0415| CM5454 DELTA SOUTHEAST BASE RM 2            20.737 METERS 25801     |
 KO0415|---------------------------------------------------------------------|
 KO0415
 KO0415                          SUPERSEDED SURVEY CONTROL
 KO0415
 KO0415  NAD 83(1986)-  39 12 55.24226(N)    112 24 34.16079(W) AD(       ) 1
 KO0415  NAD 27      -  39 12 55.38600(N)    112 24 31.37000(W) AD(       ) 1
 KO0415  NGVD 29            1444.48   (m)         4739.1    (f) LEVELING    3  
 KO0415
 KO0415.Superseded values are not recommended for survey control.
 KO0415
 KO0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0415.See file dsdata.pdf to determine how the superseded data were derived.
 KO0415
 KO0415_MARKER: DS = TRIANGULATION STATION DISK
 KO0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0415_STAMPING: DELTA SE BASE 1947
 KO0415_MARK LOGO: CGS
 KO0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0415+STABILITY: SURFACE MOTION
 KO0415
 KO0415  HISTORY     - Date     Condition        Report By
 KO0415  HISTORY     - 1947     MONUMENTED       CGS
 KO0415  HISTORY     - 1971     GOOD             NGS
 KO0415  HISTORY     - 20120113 MARK NOT FOUND   GEOCAC
 KO0415
 KO0415                          STATION DESCRIPTION
 KO0415
 KO0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KO0415'STATION LOCATED AT A ROAD CROSSING AND ON RIGHT OF WAY OF
 KO0415'UNION PACIFIC RAILROAD (DELTA TO FILLMORE BRANCH LINE), ABOUT
 KO0415'13 MILES AIRLINE SOUTHEAST OF DELTA, 11 MILES AIRLINE NORTHWEST
 KO0415'OF HOLDEN, 15 PACES SOUTH OF RAILROAD MILE POST MARKER 14
 KO0415'36, 10 PACES SOUTHWEST OF RAILROAD, 10 PACES EAST OF CENTERLINE
 KO0415'OF GRADED ROAD, PROJECTS 4 INCHES, AND STAMPED--DELTA S E BASE
 KO0415'1947.
 KO0415'
 KO0415'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 KO0415'STATION, 16 PACES EAST OF CENTERLINE OF GRADED ROAD, 11 PACES
 KO0415'SOUTHWEST OF RAILROAD, PROJECTS 4 INCHES, AND STAMPED--DELTA
 KO0415'S E BASE NO 1 1947.
 KO0415'
 KO0415'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 KO0415'STATION, 9 PACES WEST OF CENTERLINE OF GRADED ROAD, PROJECTS
 KO0415'4 INCHES, AND STAMPED--DELTA SE BASE 1947.
 KO0415'
 KO0415'AZIMUTH MARK IS SET IN CONCRETE CULVERT, 5 PACES WEST OF
 KO0415'CENTERLINE OF STATE ROUTE 26, FLUSH WITH SURFACE OF ROAD,
 KO0415'AND STAMPED--DELTA S E BASE 1947.
 KO0415'
 KO0415'TO REACH FROM JUNCTIONS OF U.S. HIGHWAY 91 AND STATE ROUTE 26
 KO0415'AT NORTH EDGE OF HOLDEN, GO NORTHWEST ON STATE ROUTE 26 FOR
 KO0415'12.2 MILES TO WHERE HIGHWAY TURNS LEFT AND A GRADED ROAD
 KO0415'CONTINUES STRAIGHT AHEAD NORTH.  (AZIMUTH CAN BE REACHED FROM
 KO0415'THIS POINT BY CONTINUING ON HIGHWAY FOR 0.2 MILE TO ROAD RIGHT
 KO0415'AND AZIMUTH MARK ON LEFT AS DESCRIBED ABOVE).  LEAVE HIGHWAY
 KO0415'AND CONTINUE NORTH ON GRADED ROAD FOR 0.8 MILE TO POINT JUST
 KO0415'BEFORE CROSSING RAILROAD AND STATION ON RIGHT AS DESCRIBED
 KO0415'ABOVE.  A DRIVE STATION.
 KO0415
 KO0415                          STATION RECOVERY (1971)
 KO0415
 KO0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KO0415'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 KO0415'IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2 WERE FOUND GRADED
 KO0415'OUT.  THE STATION WAS IN THE WAY OF ROAD CONSTRUCTION AND
 KO0415'WAS MOVED AT THIS TIME.  THE DISKS WERE REMOVED FROM THE
 KO0415'STATION AND REFERENCE MONUMENTS AFTER DELTA S.E. BASE 2
 KO0415'WAS ESTABLISHED NEARBY.
 KO0415'
 KO0415'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 KO0415'SOUTHEAST OF DELTA
 KO0415
 KO0415                          STATION RECOVERY (2012)
 KO0415
 KO0415'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 KO0415'THIS TRIANGULATION STATION AND ITS REFERENCE MARKS WERE DESTROYED IN
 KO0415'1971 AT THE REQUEST OF THE STATE HIGHWAY DEPARTMENT. DELTA SOUTHEAST
 KO0415'BASE 2 AND ITS REFERENCE MARKS WERE ESTABLISHED NEARBY TO REPLACE THE
 KO0415'ORIGINAL STATION. SEE STATION RECOVERY NOTE OF 1971.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0416 ***********************************************************************
 KO0416  DESIGNATION -  DELTA SOUTHEAST BASE 2
 KO0416  PID         -  KO0416
 KO0416  STATE/COUNTY-  UT/MILLARD
 KO0416  COUNTRY     -  US
 KO0416  USGS QUAD   -  MCCORNICK (2017)
 KO0416
 KO0416                         *CURRENT SURVEY CONTROL
 KO0416  ______________________________________________________________________
 KO0416* NAD 83(1994) POSITION- 39 12 54.63269(N) 112 24 33.78753(W)   NO CHECK
 KO0416* NAVD 88 ORTHO HEIGHT -  1445.7   (meters)     4743.    (feet) VERTCON3
 KO0416  ______________________________________________________________________
 KO0416  GEOID HEIGHT    -        -18.914 (meters)                     GEOID18
 KO0416  LAPLACE CORR    -          8.56  (seconds)                    DEFLEC18
 KO0416  HORZ ORDER      -  SECOND
 KO0416
 KO0416.The horizontal coordinates were established by classical geodetic methods
 KO0416.and adjusted by the National Geodetic Survey in November 1997.
 KO0416
 KO0416.No horizontal observational check was made to the station.
 KO0416
 KO0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0416
 KO0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0416.GEOID18 height accuracy estimate available here.
 KO0416
 KO0416.Click photographs - Photos may exist for this station.
 KO0416
 KO0416.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0416
 KO0416. The following values were computed from the NAD 83(1994) position.
 KO0416
 KO0416;                    North         East     Units Scale Factor Converg.
 KO0416;SPC UT C     - 2,098,301.266   421,467.106   MT  0.99995692   -0 34 57.1
 KO0416;SPC UT C     - 6,884,176.74  1,382,763.33   sFT  0.99995692   -0 34 57.1
 KO0416;UTM  12      - 4,341,601.543   378,326.861   MT  0.99978228   -0 53 28.2
 KO0416
 KO0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0416!SPC UT C     -   0.99977620  x   0.99995692  =   0.99973313
 KO0416!UTM  12      -   0.99977620  x   0.99978228  =   0.99955853
 KO0416
 KO0416:                Primary Azimuth Mark                     Grid Az
 KO0416:SPC UT C     -  DELTA SOUTHEAST BASE 2 RM 5 AZIMUTH      191 38 08.9
 KO0416:UTM  12      -  DELTA SOUTHEAST BASE 2 RM 5 AZIMUTH      191 56 40.0
 KO0416
 KO0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ7832641601(NAD 83)
 KO0416
 KO0416|---------------------------------------------------------------------|
 KO0416| PID    Reference Object                     Distance      Geod. Az  |
 KO0416|                                                           dddmmss.s |
 KO0416| CM5450 DELTA SOUTHEAST BASE 2 RM 4           7.993 METERS 04433     |
 KO0416| CM5449 DELTA SOUTHEAST BASE 2 RM 3           7.148 METERS 15425     |
 KO0416| CM5451 DELTA SOUTHEAST BASE 2 RM 5 AZIMUTH                1910311.8 |
 KO0416| CM5452 DELTA SOUTHEAST BASE AZ MK                         1920420.7 |
 KO0416| KO0415 DELTA SOUTHEAST BASE                 21.104 METERS 33425     |
 KO0416|---------------------------------------------------------------------|
 KO0416
 KO0416                          SUPERSEDED SURVEY CONTROL
 KO0416
 KO0416  NAD 83(1986)-  39 12 54.62502(N)    112 24 33.78092(W) AD(       ) 2
 KO0416  NAD 27      -  39 12 54.76873(N)    112 24 30.99018(W) AD(       ) 2
 KO0416  NGVD 29 (07/19/86) 1444.6    (m)         4739.     (f) VERT ANG       
 KO0416
 KO0416.Superseded values are not recommended for survey control.
 KO0416
 KO0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0416.See file dsdata.pdf to determine how the superseded data were derived.
 KO0416
 KO0416_MARKER: DS = TRIANGULATION STATION DISK
 KO0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0416_STAMPING: DELTA SE BASE 2 1971
 KO0416_MARK LOGO: CGS
 KO0416_PROJECTION: FLUSH
 KO0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0416+STABILITY: SURFACE MOTION
 KO0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0416+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2012
 KO0416
 KO0416  HISTORY     - Date     Condition        Report By
 KO0416  HISTORY     - 1971     MONUMENTED       NGS
 KO0416  HISTORY     - 1974     GOOD             NGS
 KO0416  HISTORY     - 20040304 GOOD             INDIV
 KO0416  HISTORY     - 20120113 GOOD             GEOCAC
 KO0416
 KO0416                          STATION DESCRIPTION
 KO0416
 KO0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KO0416'THE STATION IS LOCATED 13 MILES AIRLINE SOUTHEAST OF DELTA,
 KO0416'11 MILES NORTHWEST OF HOLDEN AT A RAILROAD CROSSING ON LAND
 KO0416'BELONGING TO THE SOUTHERN PACIFIC COMPANY.
 KO0416'
 KO0416'THE STATION MARK IS A STANDARD DISK STAMPED, DELTA S E BASE 2
 KO0416'1971.  IT IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT
 KO0416'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 34 FEET SOUTHWEST
 KO0416'OF THE SOUTHWEST RAIL, 9 FEET NORTHEAST OF AN IRRIGATION DITCH
 KO0416'AND 1-1/2 FEET NORTHEAST OF A WITNESS POST.
 KO0416'
 KO0416'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, DELTA S E BASE 2
 KO0416'NO 3 1971.  IT IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 KO0416'MONUMENT WHICH PROJECTS 1 INCH.  IT IS 35 FEET SOUTHWEST OF THE
 KO0416'SOUTHWEST RAIL, 23 FEET SOUTHEAST OF THE WITNESS POST AND 8 FEET
 KO0416'NORTH OF THE IRRIGATION DITCH.
 KO0416'
 KO0416'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, DELTA S E BASE 2
 KO0416'NO 4 1971.  IT IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 KO0416'MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 28 FEET NORTH OF THE
 KO0416'WITNESS POST AND 12 FEET SOUTHWEST OF THE SOUTHWEST RAIL.
 KO0416'
 KO0416'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, DELTA S.E. BASE
 KO0416'1947.  IT IS SET IN A DRILL HOLE IN TOP OF THE SOUTH HEADWALL OF
 KO0416'A CONCRETE CULVERT.  IT IS 13 FEET SOUTH OF THE CENTER LINE OF
 KO0416'THE ROAD AND 4 FEET EAST OF A STEEL POST.  THE MARK IS ABOUT 4
 KO0416'FEET LOWER THAN THE HIGHWAY.
 KO0416'
 KO0416'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 50, 6 AND
 KO0416'26 IN DELTA, GO SOUTHEAST ALONG STATE HIGHWAY 26 FOR 3.35 MILES
 KO0416'TO THE JUNCTION WITH STATE HIGHWAY 125, CONTINUE ALONG 26
 KO0416'FOR 4-1/2 MILES TO A RAILROAD CROSSING, CONTINUE AHEAD FOR 6.7
 KO0416'MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE AHEAD FOR 0.25
 KO0416'MILE TO A SIDE ROAD LEFT AT A BEND IN THE HIGHWAY.  TURN SHARP
 KO0416'LEFT AND FOLLOW GRADED ROAD FOR 0.85 MILE TO THE STATION ON
 KO0416'THE RIGHT JUST BEFORE REACHING A RAILROAD CROSSING.
 KO0416'
 KO0416'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KO0416
 KO0416                          STATION RECOVERY (1974)
 KO0416
 KO0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 KO0416'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED AND
 KO0416'FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE
 KO0416'REFERENCE MARKS COMPARED FAVORABLY WITH THE 1971 DATA.  AT THE
 KO0416'REQUEST OF THE STATE HIGHWAY DEPARTMENT THE AZIMUTH MARK WAS
 KO0416'DESTROYED AND A NEW REFERENCE MARK 5 WAS ESTABLISHED AS AN
 KO0416'AZIMUTH MARK.
 KO0416'
 KO0416'THE 1971 DESCRIPTION IS COMPLETE AND ADEQUATE WITH THE EXCEPTION
 KO0416'THAT THE AZIMUTH MARK, REFERENCE MARK 5 IS LOCATED ON THE LEFT
 KO0416'ON THE SOUTH SIDE OF THE ROAD.
 KO0416'
 KO0416'REFERENCE MARK 5 IS A STANDARD DISK STAMPED DELTA S.E. BASE 2
 KO0416'1971 NO 5 1974 AZ, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 KO0416'THAT IS 12 INCHES IN DIAMETER AND PROJECTS 5 INCHES ABOVE THE
 KO0416'GROUND SURFACE.  IT IS 31 FEET EAST OF THE CENTER OF STATE
 KO0416'HIGHWAY 26, 12 FEET SOUTH OF AN IRRIGATION DITCH, 3 FEET EAST
 KO0416'OF A METAL WITNESS POST SET IN A NORTH-SOUTH FENCE AND 4.5 FEET
 KO0416'NORTHEAST OF TELEPHONE POLE NUMBER 370.
 KO0416'
 KO0416'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 KO0416'SOUTHEAST OF DELTA
 KO0416
 KO0416                          STATION RECOVERY (2004)
 KO0416
 KO0416'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HDM)
 KO0416'RM3 IN GOOD CONDITION.  DID NOT SEARCH FOR OTHER MARKS.
 KO0416
 KO0416                          STATION RECOVERY (2012)
 KO0416
 KO0416'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 KO0416'STATION MARK AND REFERENCE MARK 3 RECOVERED IN GOOD CONDITION.
 KO0416'REMAINDER OF REFERENCE MARKS AND AZIMUTH MARK NOT SEARCHED. THE
 KO0416'RAILROADS REFERENCED IN THE DESCRIPTION NO LONGER EXIST. THE FORMER
 KO0416'RAILROAD GRADE IS NOW A GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0423 ***********************************************************************
 KO0423  DESIGNATION -  DELTA WATER TANK
 KO0423  PID         -  KO0423
 KO0423  STATE/COUNTY-  UT/MILLARD
 KO0423  COUNTRY     -  US
 KO0423  USGS QUAD   -  DELTA (2017)
 KO0423
 KO0423                         *CURRENT SURVEY CONTROL
 KO0423  ______________________________________________________________________
 KO0423* NAD 83(1994) POSITION- 39 21 35.92178(N) 112 34 38.37239(W)   ADJUSTED
 KO0423  ______________________________________________________________________
 KO0423  GEOID HEIGHT    -        -19.508 (meters)                     GEOID18
 KO0423  LAPLACE CORR    -          7.35  (seconds)                    DEFLEC18
 KO0423  HORZ ORDER      -  THIRD
 KO0423
 KO0423.The horizontal coordinates were established by classical geodetic methods
 KO0423.and adjusted by the National Geodetic Survey in June 1998.
 KO0423
 KO0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0423.GEOID18 height accuracy estimate available here.
 KO0423
 KO0423.Click photographs - Photos may exist for this station.
 KO0423
 KO0423.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0423
 KO0423. The following values were computed from the NAD 83(1994) position.
 KO0423
 KO0423;                    North         East     Units Scale Factor Converg.
 KO0423;SPC UT C     - 2,114,536.392   407,158.352   MT  0.99993297   -0 41 24.4
 KO0423;SPC UT C     - 6,937,441.48  1,335,818.69   sFT  0.99993297   -0 41 24.4
 KO0423;UTM  12      - 4,357,911.429   364,107.990   MT  0.99982737   -1 00 01.7
 KO0423
 KO0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ6410757911(NAD 83)
 KO0423
 KO0423                          SUPERSEDED SURVEY CONTROL
 KO0423
 KO0423  NAD 83(1986)-  39 21 35.91246(N)    112 34 38.36699(W) AD(       ) 3
 KO0423  NAD 27      -  39 21 36.07000(N)    112 34 35.55900(W) AD(       ) 3
 KO0423
 KO0423.Superseded values are not recommended for survey control.
 KO0423
 KO0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0423.See file dsdata.pdf to determine how the superseded data were derived.
 KO0423
 KO0423_MARKER: 53 = ELEVATED TANK
 KO0423
 KO0423  HISTORY     - Date     Condition        Report By
 KO0423  HISTORY     - 1947     FIRST OBSERVED   CGS
 KO0423  HISTORY     - 1949     GOOD             CGS
 KO0423  HISTORY     - 1953     GOOD             FAS
 KO0423  HISTORY     - 1957     GOOD             CGS
 KO0423  HISTORY     - 1966     GOOD             CGS
 KO0423  HISTORY     - 1981     GOOD             DMA
 KO0423
 KO0423                          STATION DESCRIPTION
 KO0423
 KO0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KO0423'LOCATED IN THE NORTHERN PART OF DELTA, A RED AND WHITE CHECKERED
 KO0423'STEEL WATER TANK SUPPORTED BY A STRUCTURAL STEEL FRAME.  THE
 KO0423'CENTER OF THE TOP OF THE CONICAL ROOF WAS THE POINT OBSERVED ON.
 KO0423
 KO0423                          STATION RECOVERY (1949)
 KO0423
 KO0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WIB)
 KO0423'RECOVERED AS DESCRIBED.
 KO0423
 KO0423                          STATION RECOVERY (1953)
 KO0423
 KO0423'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1953
 KO0423'TANK HAS BEEN REPAINTED AND IS NOW SILVER IN COLOR INSTEAD
 KO0423'OF RED AND WHITE CHECKERED AS PREVIOUSLY DESCRIBED.
 KO0423
 KO0423                          STATION RECOVERY (1957)
 KO0423
 KO0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0423'THE STATION IS LOCATED IN THE NORTH PART OF DELTA.  THE TANK
 KO0423'IS A LARGE STEEL TANK, PAINTED SILVER, WITH A CONICAL TOP,
 KO0423'AND IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE, PAINTED
 KO0423'SILVER.  IT IS ABOUT 120 FEET HIGH.  THE APEX OF THE ROOF
 KO0423'WAS INTERSECTED.
 KO0423
 KO0423                          STATION RECOVERY (1966)
 KO0423
 KO0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 KO0423'THE STATION IS LOCATED IN THE NORTHEASTERN PART OF DELTA.
 KO0423'THE ELEVATED TANK IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE
 KO0423'AND THE OVERALL HEIGHT IS APPROXIMATE 125 FEET.  IT IS PAINTED
 KO0423'SILVER IN COLOR, WITH THE WORD DELTA, PAINTED IN LARGE RED
 KO0423'LETTERS ON THE SOUTH SIDE OF THE TANK.  THE TOP AND CENTER
 KO0423'(APEX) WAS THE POINT OBSERVED ON.  IT IS ASSUMED THAT THIS IS
 KO0423'THE SAME STATION THAT WAS LOCATED BY D.H. KONICHEK IN 1947.
 KO0423'
 KO0423'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 50 AND STATE
 KO0423'HIGHWAY 26 AT THE EAST EDGE OF DELTA, GO WESTERLY ON HIGHWAY
 KO0423'6 AND 50 FOR 0.6 MILE TO A SIDE ROAD ON THE EAST SIDE OF THE
 KO0423'DELTA HIGH SCHOOL, TURN RIGHT AND GO NORTH FOR 0.5 MILE TO
 KO0423'A GATE AND THE STATION ON THE LEFT AS DESCRIBED.
 KO0423
 KO0423                          STATION RECOVERY (1981)
 KO0423
 KO0423'RECOVERY NOTE BY DEFENSE MAP AGENCY 1981 (FG)
 KO0423'STATION RECOVERED GOOD.
 KO0423'
 KO0423'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KO0423'
 KO0423'DISTANCE AND DIRECTION FROM NEAREST TOWN--DELTA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DH3864 ***********************************************************************
 DH3864  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3864  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3864  DESIGNATION -  DELTAMUNI_UT2004 CORS ARP
 DH3864  CORS_ID     -  P105
 DH3864  PID         -  DH3864
 DH3864  STATE/COUNTY-  UT/MILLARD
 DH3864  COUNTRY     -  US
 DH3864  USGS QUAD   -  DELTA NE (2017)
 DH3864
 DH3864                         *CURRENT SURVEY CONTROL
 DH3864  ______________________________________________________________________
 DH3864* NAD 83(2011) POSITION- 39 23 15.14004(N) 112 30 14.66889(W)   ADJUSTED
 DH3864* NAD 83(2011) ELLIP HT-  1432.206 (meters)        (04/??/25)   ADJUSTED
 DH3864* NAD 83(2011) EPOCH   -  2010.00
 DH3864* NAVD 88 ORTHO HEIGHT -  1451.40  (meters)     4761.8   (feet) GPS OBS
 DH3864  ______________________________________________________________________
 DH3864  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DH3864  GEOID HEIGHT    -        -19.176 (meters)                     GEOID09
 DH3864  GEOID HEIGHT    -        -19.178 (meters)                     GEOID18
 DH3864  NAD 83(2011) X  - -1,889,726.381 (meters)                     COMP
 DH3864  NAD 83(2011) Y  - -4,561,285.536 (meters)                     COMP
 DH3864  NAD 83(2011) Z  -  4,026,570.146 (meters)                     COMP
 DH3864
 DH3864  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3864  Standards:
 DH3864         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3864            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3864  -------------------------------------------------------------------
 DH3864  NETWORK    1.07   1.21           0.39   0.43   0.62     -0.57834500
 DH3864  -------------------------------------------------------------------
 DH3864
 DH3864.The coordinates were established by GPS observations
 DH3864.and adjusted by the National Geodetic Survey in April 2025.
 DH3864
 DH3864.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3864.been affixed to the stable North American Tectonic Plate. 
 DH3864
 DH3864.The coordinates are valid at the epoch date displayed above
 DH3864.which is a decimal equivalence of Year/Month/Day.
 DH3864
 DH3864.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DH3864.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DH3864.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DH3864.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DH3864.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DH3864.published epoch of 2010.00.
 DH3864
 DH3864.Additional information on MYCS is available at:
 DH3864.https://geodesy.noaa.gov/CORS/index.shtml
 DH3864
 DH3864.The orthometric height was determined by GPS observations and a
 DH3864.high-resolution geoid model using precise GPS observation and
 DH3864.processing techniques.
 DH3864
 DH3864.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3864.GEOID18 height accuracy estimate available here.
 DH3864
 DH3864.The PID for the CORS L1 Phase Center is DR1479.
 DH3864
 DH3864.Click photographs - Photos may exist for this station.
 DH3864
 DH3864.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3864
 DH3864.The ellipsoidal height was determined by GPS observations
 DH3864.and is referenced to NAD 83.
 DH3864
 DH3864. The following values were computed from the NAD 83(2011) position.
 DH3864
 DH3864;                    North         East     Units Scale Factor Converg.
 DH3864;SPC UT C     - 2,117,522.393   413,505.038   MT  0.99992912   -0 38 35.5
 DH3864;SPC UT C     - 6,947,238.05  1,356,641.11   sFT  0.99992912   -0 38 35.5
 DH3864;UTM  12      - 4,360,862.613   370,470.057   MT  0.99980658   -0 57 16.4
 DH3864
 DH3864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3864!SPC UT C     -   0.99977535  x   0.99992912  =   0.99970449
 DH3864!UTM  12      -   0.99977535  x   0.99980658  =   0.99958198
 DH3864
 DH3864_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ7047060862(NAD 83)
 DH3864
 DH3864                          SUPERSEDED SURVEY CONTROL
 DH3864
 DH3864  NAD 83(2011)-  39 23 15.13980(N)    112 30 14.66888(W) AD(2010.00) c
 DH3864  ELLIP H (07/??/23) 1432.279  (m)                       GP(2010.00) c c
 DH3864  NAD 83(2011)-  39 23 15.13996(N)    112 30 14.66906(W) AD(2010.00) c
 DH3864  ELLIP H (06/??/19) 1432.243  (m)                       GP(2010.00) c c
 DH3864  NAD 83(2011)-  39 23 15.13996(N)    112 30 14.66884(W) AD(2010.00) c
 DH3864  NAD 83(2011)-  39 23 15.14007(N)    112 30 14.66907(W) AD(2010.00) c
 DH3864  ELLIP H (08/??/11) 1432.213  (m)                       GP(2010.00) c c
 DH3864  NAD 83(CORS)-  39 23 15.13968(N)    112 30 14.66841(W) AD(2002.00) c
 DH3864  ELLIP H (06/??/05) 1432.203  (m)                       GP(2002.00) c c
 DH3864
 DH3864.Superseded values are not recommended for survey control.
 DH3864
 DH3864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3864.See file dsdata.pdf to determine how the superseded data were derived.
 DH3864
 DH3864_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3864
 DH3864                          STATION DESCRIPTION
 DH3864
 DH3864'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DH3864'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DH3864'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DH3864'AND LOG FILES ACCESSIBLE AT:
 DH3864'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DH3866 ***********************************************************************
 DH3866  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3866  DESIGNATION -  DELTAMUNI_UT2004 CORS GRP
 DH3866  CORS_ID     -  P105
 DH3866  PID         -  DH3866
 DH3866  STATE/COUNTY-  UT/MILLARD
 DH3866  COUNTRY     -  US
 DH3866  USGS QUAD   -  DELTA NE (2017)
 DH3866
 DH3866                         *CURRENT SURVEY CONTROL
 DH3866  ______________________________________________________________________
 DH3866* NAD 83(2011) POSITION- 39 23 15.14004(N) 112 30 14.66889(W)   ADJUSTED
 DH3866* NAD 83(2011) ELLIP HT-  1432.198 (meters)        (04/??/25)   ADJUSTED
 DH3866* NAD 83(2011) EPOCH   -  2010.00
 DH3866  ______________________________________________________________________
 DH3866  GEOID HEIGHT    -        -19.178 (meters)                     GEOID18
 DH3866  NAD 83(2011) X  - -1,889,726.379 (meters)                     COMP
 DH3866  NAD 83(2011) Y  - -4,561,285.530 (meters)                     COMP
 DH3866  NAD 83(2011) Z  -  4,026,570.141 (meters)                     COMP
 DH3866  LAPLACE CORR    -          8.19  (seconds)                    DEFLEC18
 DH3866
 DH3866  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3866  Standards:
 DH3866         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3866            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3866  -------------------------------------------------------------------
 DH3866  NETWORK    1.07   1.21           0.39   0.43   0.62     -0.57834500
 DH3866  -------------------------------------------------------------------
 DH3866
 DH3866.The horizontal coordinates were established by GPS observations
 DH3866.and adjusted by the National Geodetic Survey in April 2025.
 DH3866
 DH3866.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3866.been affixed to the stable North American Tectonic Plate. 
 DH3866
 DH3866.The horizontal coordinates are valid at the epoch date displayed above
 DH3866.which is a decimal equivalence of Year/Month/Day.
 DH3866
 DH3866.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DH3866.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DH3866.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DH3866.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DH3866.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DH3866.published epoch of 2010.00.
 DH3866
 DH3866.Additional information on MYCS is available at:
 DH3866.https://geodesy.noaa.gov/CORS/index.shtml
 DH3866
 DH3866.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3866.GEOID18 height accuracy estimate available here.
 DH3866
 DH3866.Click photographs - Photos may exist for this station.
 DH3866
 DH3866.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3866
 DH3866.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH3866
 DH3866.The ellipsoidal height was determined by GPS observations
 DH3866.and is referenced to NAD 83.
 DH3866
 DH3866. The following values were computed from the NAD 83(2011) position.
 DH3866
 DH3866;                    North         East     Units Scale Factor Converg.
 DH3866;SPC UT C     - 2,117,522.393   413,505.038   MT  0.99992912   -0 38 35.5
 DH3866;SPC UT C     - 6,947,238.05  1,356,641.11   sFT  0.99992912   -0 38 35.5
 DH3866;UTM  12      - 4,360,862.613   370,470.057   MT  0.99980658   -0 57 16.4
 DH3866
 DH3866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3866!SPC UT C     -   0.99977535  x   0.99992912  =   0.99970449
 DH3866!UTM  12      -   0.99977535  x   0.99980658  =   0.99958198
 DH3866
 DH3866_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ7047060862(NAD 83)
 DH3866
 DH3866                          SUPERSEDED SURVEY CONTROL
 DH3866
 DH3866  NAD 83(2011)-  39 23 15.13980(N)    112 30 14.66888(W) AD(2010.00) A
 DH3866  ELLIP H (07/??/23) 1432.270  (m)                       GP(2010.00) 4 1
 DH3866  NAD 83(2011)-  39 23 15.13996(N)    112 30 14.66906(W) AD(2010.00) A
 DH3866  ELLIP H (06/??/19) 1432.235  (m)                       GP(2010.00) 4 1
 DH3866  NAD 83(2011)-  39 23 15.14007(N)    112 30 14.66907(W) AD(2010.00) A
 DH3866  ELLIP H (08/??/11) 1432.205  (m)                       GP(2010.00) 4 1
 DH3866  NAD 83(CORS)-  39 23 15.13968(N)    112 30 14.66841(W) AD(2002.00) A
 DH3866  ELLIP H (06/??/05) 1432.195  (m)                       GP(2002.00) 4 1
 DH3866
 DH3866.Superseded values are not recommended for survey control.
 DH3866
 DH3866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3866.See file dsdata.pdf to determine how the superseded data were derived.
 DH3866
 DH3866_STAMPING: UNKNOWN
 DH3866
 DH3866                          STATION DESCRIPTION
 DH3866
 DH3866'THIS MONUMENT IS ASSOCIATED WITH STATION 'P105'
 DH3866'AND IS A PART OF THE NOAA CORS NETWORK (NCN). LATEST INFORMATION
 DH3866'INCLUDING POSITIONS AND VEOCITIES ARE AVAILABLE IN THE COORDINATE
 DH3866'AND LOG FILES ACCESSIBLE AT:
 DH3866'https://geodesy.noaa.gov/CORS/index.shtml
 DH3866'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0574 ***********************************************************************
 HO0574  DESIGNATION -  DEMILLE
 HO0574  PID         -  HO0574
 HO0574  STATE/COUNTY-  UT/WASHINGTON
 HO0574  COUNTRY     -  US
 HO0574  USGS QUAD   -  SPRINGDALE EAST (2017)
 HO0574
 HO0574                         *CURRENT SURVEY CONTROL
 HO0574  ______________________________________________________________________
 HO0574* NAD 83(1994) POSITION- 37 07 36.33132(N) 112 58 07.94326(W)   ADJUSTED
 HO0574* NAVD 88 ORTHO HEIGHT -  2042.0   (meters)     6699.    (feet) VERTCON3
 HO0574  ______________________________________________________________________
 HO0574  GEOID HEIGHT    -        -22.533 (meters)                     GEOID18
 HO0574  LAPLACE CORR    -         13.08  (seconds)                    DEFLEC18
 HO0574  HORZ ORDER      -  THIRD
 HO0574
 HO0574.The horizontal coordinates were established by classical geodetic methods
 HO0574.and adjusted by the National Geodetic Survey in November 1997.
 HO0574
 HO0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0574
 HO0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0574.GEOID18 height accuracy estimate available here.
 HO0574
 HO0574.Click photographs - Photos may exist for this station.
 HO0574
 HO0574.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0574
 HO0574. The following values were computed from the NAD 83(1994) position.
 HO0574
 HO0574;                    North         East     Units Scale Factor Converg.
 HO0574;SPC UT S     - 3,052,087.888   369,473.704   MT  1.00001663   -0 53 59.9
 HO0574;SPC UT S     -10,013,391.68  1,212,181.64   sFT  1.00001663   -0 53 59.9
 HO0574;UTM  12      - 4,110,748.495   325,099.214   MT  0.99997684   -1 11 19.2
 HO0574
 HO0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0574!SPC UT S     -   0.99968319  x   1.00001663  =   0.99969981
 HO0574!UTM  12      -   0.99968319  x   0.99997684  =   0.99966004
 HO0574
 HO0574:                Primary Azimuth Mark                     Grid Az
 HO0574:SPC UT S     -  SHORT                                    190 11 52.6
 HO0574:UTM  12      -  SHORT                                    190 29 11.9
 HO0574
 HO0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG2509910748(NAD 83)
 HO0574
 HO0574|---------------------------------------------------------------------|
 HO0574| PID    Reference Object                     Distance      Geod. Az  |
 HO0574|                                                           dddmmss.s |
 HO0574| HO0573 SHORT                               APPROX.10.3 KM 1891752.7 |
 HO0574|---------------------------------------------------------------------|
 HO0574
 HO0574                          SUPERSEDED SURVEY CONTROL
 HO0574
 HO0574  NAD 83(1992)-  37 07 36.33045(N)    112 58 07.94620(W) AD(       ) 3
 HO0574  NAD 83(1986)-  37 07 36.32814(N)    112 58 07.94484(W) AD(       ) 3
 HO0574  NAD 27      -  37 07 36.39315(N)    112 58 05.16632(W) AD(       ) 3
 HO0574  NGVD 29 (07/19/86) 2041.0    (m)         6696.     (f) VERT ANG       
 HO0574
 HO0574.Superseded values are not recommended for survey control.
 HO0574
 HO0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0574.See file dsdata.pdf to determine how the superseded data were derived.
 HO0574
 HO0574_MARKER: DD = SURVEY DISK
 HO0574_SETTING: 80 = SET IN A BOULDER
 HO0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0574+STABILITY: SURFACE MOTION
 HO0574
 HO0574  HISTORY     - Date     Condition        Report By
 HO0574  HISTORY     - 1954     MONUMENTED       USGS
 HO0574
 HO0574                          STATION DESCRIPTION
 HO0574
 HO0574'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HO0574'LOCATED ABOUT 4.5 MI. SE. OF ROCKVILLE, 4.5 MI. SSE. OF SPRINGDALE ON
 HO0574'THE TOP OF DEMILLE PEAK, A PROMINIENT PROJECTION OF SOUTH MOUNTAIN AND
 HO0574'ON THE CLIFFS OVERLOOKING THE VIRGIN RIVER.
 HO0574'
 HO0574'TO REACH FROM KANAB, DRIVE N. ON U.S. HIGHWAY 89 FOR 13.6 MI. TO A
 HO0574'SIDE RD. ON THE LEFT AND SIGN ---SAND DUNES---, TURN LEFT ON GRAVELED
 HO0574'RD. FOR 14.9 MI. TO A DIRT RD. ON THE RIGHT.  TRUCK TRAVEL FROM THIS
 HO0574'POINT ON IS OFTEN IN DEEP SAND AND PROBABLY REQUIRES 4 WHEEL DRIVE,
 HO0574'TURN RIGHT ONTO DIRT RD. FOR 3.2 MI. TO A GATE, PASS THROUGH GATE AND
 HO0574'CONTINUE FOR 0.6 MI. TO A RD. FORKS. KEEP LEFT AND CONTINUE FOR 5.4
 HO0574'MI. TO A GATE, PASS THROUGH GATE AND CONTINUE FOR 0.5 MI. TO RD. FORKS
 HO0574'KEEP RIGHT AND CONTINUE FOR 0.7 MI. TO A GATE AND IRON POST MARKING
 HO0574'THE CORNER OF SEC. 19,20,29 AND 30, T.42 S. R. 9 W., FROM HERE STATION
 HO0574'IS VISIBLE, N 80 DEG E, CONTINUE W. DOWN SHUNES HOLLOW
 HO0574'FOR 1.2 MI. TO THE INTERSECTION OF SHUNES, AND BROAD HOLLOWS, CONTINUE
 HO0574'W. DOWN SHUNES CREEK FOR 1.2 MI. THROUGH SAGE BRUSH AND THEN DOWN A
 HO0574'WIDE SAND WASH TO END OF RD. AT A POINT WHERE CREEK NARROWS.  PROCEED
 HO0574'ON FOOT UP  RIDGE TO SW. TO ITS HEAD, THEN AROUND BASIN AND UP SW.
 HO0574'RIDGE TO TOP, THEN GO W. ACROSS TOP AND DOWN INTO SECOND CREEK, A VERY
 HO0574'DEEP CANYON WHICH IS ABOUT HALF-WAY TO THE STATION CONTINUE W. UP OUT
 HO0574'OF THE CANYON ACROSS THE TOP AND INTO A SHALLOW CANYON, CONTINUE W.
 HO0574'OUT OF THIS CANYON AND UP ONTO MESA, THEN W. ACROSS MESA AND UP
 HO0574'DEMILLE PEAK.  THE STATION IS LOCATED ON THE SW. EDGE OF A CLUMP OF
 HO0574'MANZANITA WHICH OCCUPIES THE HIGHEST POINT.  ABOUT 24 HOUR BACK PACK.
 HO0574'
 HO0574'STATION MARK - STANDARD TABLET STAMPED ---DEMILLE 1954--- CEMENTED IN
 HO0574'DRILL HOLE IN EMBEDDED BOULDER.
 HO0574'
 HO0574'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5802 ***********************************************************************
 AI5802  CBN         -  This is a Cooperative Base Network Control Station.
 AI5802  DESIGNATION -  DEPOT
 AI5802  PID         -  AI5802
 AI5802  STATE/COUNTY-  UT/TOOELE
 AI5802  COUNTRY     -  US
 AI5802  USGS QUAD   -  TOOELE (2017)
 AI5802
 AI5802                         *CURRENT SURVEY CONTROL
 AI5802  ______________________________________________________________________
 AI5802* NAD 83(2011) POSITION- 40 32 33.14299(N) 112 20 18.35590(W)   ADJUSTED
 AI5802* NAD 83(2011) ELLIP HT-  1437.461 (meters)        (06/27/12)   ADJUSTED
 AI5802* NAD 83(2011) EPOCH   -  2010.00
 AI5802* NAVD 88 ORTHO HEIGHT -  1454.9   (meters)     4773.    (feet) GPS OBS
 AI5802  ______________________________________________________________________
 AI5802  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5802  GEOID HEIGHT    -        -17.440 (meters)                     GEOID09
 AI5802  GEOID HEIGHT    -        -17.430 (meters)                     GEOID18
 AI5802  NAD 83(2011) X  - -1,845,218.383 (meters)                     COMP
 AI5802  NAD 83(2011) Y  - -4,490,525.328 (meters)                     COMP
 AI5802  NAD 83(2011) Z  -  4,124,885.130 (meters)                     COMP
 AI5802  LAPLACE CORR    -          4.94  (seconds)                    DEFLEC18
 AI5802
 AI5802  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5802  Standards:
 AI5802         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5802            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5802  -------------------------------------------------------------------
 AI5802  NETWORK    0.78   2.20           0.34   0.29   1.12     -0.08743130
 AI5802  -------------------------------------------------------------------
 AI5802  Click here for local accuracies and other accuracy information.
 AI5802
 AI5802.The horizontal coordinates were established by GPS observations
 AI5802.and adjusted by the National Geodetic Survey in June 2012.
 AI5802
 AI5802.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5802.been affixed to the stable North American tectonic plate. See 
 AI5802.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5802
 AI5802.The horizontal coordinates are valid at the epoch date displayed above
 AI5802.which is a decimal equivalence of Year/Month/Day.
 AI5802
 AI5802.The orthometric height was determined by GPS observations and a
 AI5802.high-resolution geoid model.
 AI5802
 AI5802.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5802.GEOID18 height accuracy estimate available here.
 AI5802
 AI5802.Click photographs - Photos may exist for this station.
 AI5802
 AI5802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5802
 AI5802.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5802
 AI5802.The ellipsoidal height was determined by GPS observations
 AI5802.and is referenced to NAD 83.
 AI5802
 AI5802. The following values were computed from the NAD 83(2011) position.
 AI5802
 AI5802;                    North         East     Units Scale Factor Converg.
 AI5802;SPC UT C     - 2,245,603.634   428,975.704   MT  0.99997504   -0 32 13.5
 AI5802;SPC UT C     - 7,367,451.26  1,407,397.79   sFT  0.99997504   -0 32 13.5
 AI5802;UTM  12      - 4,488,837.235   386,659.527   MT  0.99975812   -0 52 12.3
 AI5802
 AI5802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5802!SPC UT C     -   0.99977456  x   0.99997504  =   0.99974960
 AI5802!UTM  12      -   0.99977456  x   0.99975812  =   0.99953273
 AI5802
 AI5802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK8665988837(NAD 83)
 AI5802
 AI5802                          SUPERSEDED SURVEY CONTROL
 AI5802
 AI5802  NAD 83(2007)-  40 32 33.14268(N)    112 20 18.35625(W) AD(2002.00) 0
 AI5802  ELLIP H (02/10/07) 1437.474  (m)                       GP(2002.00)    
 AI5802  NAD 83(1994)-  40 32 33.14218(N)    112 20 18.35564(W) AD(       ) A
 AI5802  ELLIP H (06/28/00) 1437.491  (m)                       GP(       ) 4 1
 AI5802  NAVD 88 (06/28/00) 1454.9    (m)  GEOID99  model used  GPS OBS        
 AI5802
 AI5802.Superseded values are not recommended for survey control.
 AI5802
 AI5802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5802.See file dsdata.pdf to determine how the superseded data were derived.
 AI5802
 AI5802_MARKER: DD = SURVEY DISK
 AI5802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5802_STAMPING: DEPOT 1999
 AI5802_MARK LOGO: GEOCE
 AI5802_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5802+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5802
 AI5802  HISTORY     - Date     Condition        Report By
 AI5802  HISTORY     - 1999     MONUMENTED       GEOCE
 AI5802
 AI5802                          STATION DESCRIPTION
 AI5802
 AI5802'DESCRIBED BY GEOCIVIL ENGINEERS 1999 (DLB)
 AI5802'THE STATION IS LOCATED ABOUT 45.9 KM (28.50 MI) SOUTHWEST OF SALT LAKE
 AI5802'CITY, 12.1 KM (7.50 MI) SOUTHEAST OF GRANTSVILLE AND 3.5 KM (2.15 MI)
 AI5802'WEST-NORTHWEST OF TOOELE.  OWNERSHIP--UTAH INDUSTRIAL DEPOT.  TO REACH
 AI5802'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE
 AI5802'HIGHWAY 36, EXIT 99, GO SOUTH ON HIGHWAY 36 FOR 18.5 KM (11.50 MI) TO
 AI5802'THE JUNCTION OF STATE HIGHWAY 112, 200 NORTH, IN TOOELE.  TURN RIGHT
 AI5802'AND GO WEST ON HIGHWAY 112 FOR 3.62 KM (2.25 MI) TO THE NORTH GATE OF
 AI5802'UTAH INDUSTRIAL DEPOT.  TURN LEFT ONTO THE ENTRANCE ROAD AND THE
 AI5802'STATION IS ON THE RIGHT.  THE STATION IS A DISK SET IN TOP OF A 0.45 M
 AI5802'(1.48 FT) DIAMETER ROUND REINFORCED WITH REBAR CONCRETE MONUMENT THAT
 AI5802'IS 1.22 M (4.00 FT) LONG AND IS IMBEDDED 0.3 M (1.0 FT) INTO A 1.98 M
 AI5802'(6.50 FT) BY 1.06 M (3.48 FT) BY 0.61 M (2.00 FT) DEEP CONCRETE SLAB
 AI5802'OF WHICH THE BOTTOM IS ABOUT 1.85 M (6.07 FT) BELOW GROUND.  THE
 AI5802'MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW GROUND AND ENCASED IN A 0.7
 AI5802'M (2.3 FT) ROUND CONCRETE PIPE, COVERED WITH A 0.91 M (2.99 FT) BY
 AI5802'0.91 M (2.99 FT) BY 0.1 M (0.3 FT) CONCRETE COVE WITH A MONUMENT RING
 AI5802'AND LID FOR ACCESS TO THE DISK. IT IS 28.0 M (91.9 FT) NORTHWEST OF A
 AI5802'PARKING SIGN AND 21.5 M (70.5 FT) SOUTHWEST OF A SPEED LIMIT 35 SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0457 ***********************************************************************
 LP0457  DESIGNATION -  DESERET
 LP0457  PID         -  LP0457
 LP0457  STATE/COUNTY-  UT/TOOELE
 LP0457  COUNTRY     -  US
 LP0457  USGS QUAD   -  DESERET PEAK WEST (2017)
 LP0457
 LP0457                         *CURRENT SURVEY CONTROL
 LP0457  ______________________________________________________________________
 LP0457* NAD 83(1994) POSITION- 40 27 34.24878(N) 112 37 34.75551(W)   ADJUSTED
 LP0457* NAVD 88 ORTHO HEIGHT -  3363.6   (meters)    11035.    (feet) VERTCON3
 LP0457  ______________________________________________________________________
 LP0457  GEOID HEIGHT    -        -17.068 (meters)                     GEOID18
 LP0457  LAPLACE CORR    -          2.51  (seconds)                    DEFLEC18
 LP0457  HORZ ORDER      -  FIRST
 LP0457
 LP0457.The horizontal coordinates were established by classical geodetic methods
 LP0457.and adjusted by the National Geodetic Survey in November 1997.
 LP0457
 LP0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0457
 LP0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0457.GEOID18 height accuracy estimate available here.
 LP0457
 LP0457.Click photographs - Photos may exist for this station.
 LP0457
 LP0457.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0457
 LP0457. The following values were computed from the NAD 83(1994) position.
 LP0457
 LP0457;                    North         East     Units Scale Factor Converg.
 LP0457;SPC UT C     - 2,236,652.942   404,473.437   MT  0.99995817   -0 43 17.4
 LP0457;SPC UT C     - 7,338,085.53  1,327,009.93   sFT  0.99995817   -0 43 17.4
 LP0457;UTM  12      - 4,480,030.851   362,109.781   MT  0.99983405   -1 03 19.8
 LP0457
 LP0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0457!SPC UT C     -   0.99947530  x   0.99995817  =   0.99943350
 LP0457!UTM  12      -   0.99947530  x   0.99983405  =   0.99930944
 LP0457
 LP0457:                Primary Azimuth Mark                     Grid Az
 LP0457:SPC UT C     -  LAKE POINT                               050 05 40.4
 LP0457:UTM  12      -  LAKE POINT                               050 25 42.8
 LP0457
 LP0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK6210980030(NAD 83)
 LP0457
 LP0457|---------------------------------------------------------------------|
 LP0457| PID    Reference Object                     Distance      Geod. Az  |
 LP0457|                                                           dddmmss.s |
 LP0457| LP0487 ONAQUI                              APPROX.15.9 KM 0032315.2 |
 LP0457| MS0722 SOUTH PROMONTORY CAIRN              APPROX.95.3 KM 0090322.0 |
 LP0457| MR0718 NORTH OGDEN PEAK                                   0285841.0 |
 LP0457| LP0350 SOUTH ANTELOPE 2                    APPROX.59.2 KM 0383731.9 |
 LP0457| LP0599 LAKE POINT                          APPROX.41.5 KM 0492223.0 |
 LP0457| LO0967 BOUNTIFUL PK=FRANCIS PK CAIRN       APPROX.88.4 KM 0502125.7 |
 LP0457| LO0870 LONE PEAK NEEDLE                    APPROX.74.2 KM 0835525.3 |
 LP0457| LO0772 SPRINGVILLE PEAK MONUMENT           APPROX.93.9 KM 1042323.9 |
 LP0457| LO0778 SPANISH FORK CAIRN                                 1132807.3 |
 LP0457| CM5653 MOUNT NEBO AZ MK                                   1305239.5 |
 LP0457| CM5455 DESERET RM 1                          5.658 METERS 17637     |
 LP0457| KP0313 MOUNT MORIAH CAIRN                                 2260647.6 |
 LP0457| LP0555 GRANITE PEAK                        APPROX.66.0 KM 2362001.6 |
 LP0457| KO0483 RED CHIEF CAIRN                                    2370924.1 |
 LP0457| CM5456 DESERET RM 2                          5.016 METERS 23841     |
 LP0457| KO0485 IBEPAH AZ MK                                       2384450.8 |
 LP0457| MS0772 DESERT PEAK CAIRN                                  3222629.1 |
 LP0457|---------------------------------------------------------------------|
 LP0457
 LP0457                          SUPERSEDED SURVEY CONTROL
 LP0457
 LP0457  NAD 83(1986)-  40 27 34.24032(N)    112 37 34.74650(W) AD(       ) 1
 LP0457  NAD 27      -  40 27 34.44809(N)    112 37 31.88025(W) AD(       ) 1
 LP0457  USCA        -  40 27 28.99500(N)    112 37 37.70500(W) AD(       ) 3
 LP0457  USSD        -  40 27 35.30100(N)    112 37 32.55100(W) AD(       ) 3
 LP0457  NGVD 29 (07/19/86) 3362.2    (m)        11031.     (f) VERT ANG       
 LP0457
 LP0457.Superseded values are not recommended for survey control.
 LP0457
 LP0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0457.See file dsdata.pdf to determine how the superseded data were derived.
 LP0457
 LP0457_MARKER: B = BOLT
 LP0457_SETTING: 66 = SET IN ROCK OUTCROP
 LP0457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0457+STABILITY: POSITION/ELEVATION WELL
 LP0457
 LP0457  HISTORY     - Date     Condition        Report By
 LP0457  HISTORY     - 1892     MONUMENTED       CGS
 LP0457  HISTORY     - 1938     GOOD             CGS
 LP0457  HISTORY     - 1950     SEE DESCRIPTION  USGS
 LP0457  HISTORY     - 1965     GOOD             CGS
 LP0457  HISTORY     - 20180723 MARK NOT FOUND   GEOCAC
 LP0457
 LP0457                          STATION DESCRIPTION
 LP0457
 LP0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1892 (WE)
 LP0457'ON THE SUMMIT OF THE HIGHEST PEAK OF THE ONAQUI MOUNTAINS, ABOUT
 LP0457'8 MILES A LITTLE WEST OF SOUTH FROM GRANTSVILLE, AND ABOUT 12
 LP0457'MILES EAST OF STOCKTON.  THE STATION IS MARKED BY A COPPER
 LP0457'BOLT SET IN SOLID ROCK BETWEEN THE BASES OF THREE SMALL PIERS
 LP0457'USED FOR MOUNTING THE INSTRUMENT.  THE STATION IS NEARLY
 LP0457'SURROUNDED BY A RING WALL OF ROCKS 4 FEET HIGH, WITH AN INNER
 LP0457'DIAMETER OF 11 FEET.  THREE REFERENCE MARKS ARE JUST OUTSIDE
 LP0457'THE WALL AT THE FOLLOWING DISTANCES AND BEARINGS FROM THE
 LP0457'STATION--3.10 METERS (10.2 FEET), S 37 DEG 07 MIN E.  2.18
 LP0457'METERS (7.2 FEET), S 88 DEG 08 MIN W.  AND 2.62 METERS (8.6
 LP0457'FEET), N 18 DEG 38 MIN E.  DESERET LATITUDE STATION, MARKED BY A
 LP0457'STONE AND BRICK PIER, IS 10.85 METERS (35.6 FEET) FROM THE STATION
 LP0457'S 27 DEG 42 MIN W.
 LP0457
 LP0457                          STATION RECOVERY (1938)
 LP0457
 LP0457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 LP0457'THE COPPER BOLT MARKING THE SITE OF OLD STATION WAS RECOVERED AND
 LP0457'TWO NEW REFERENCE MARKS WERE SET, THE OLD DRILL HOLE REFERENCE
 LP0457'POINTS HAVING WEATHERED OUT.
 LP0457'
 LP0457'STATION IS IN THE CENTRAL PART OF UTAH, IN THE E CENTRAL PART
 LP0457'OF TOOELE COUNTY, ON THE TIP OF DESERET PEAK, WHICH IS THE
 LP0457'HIGHEST PEAK OF THE STANSBURY MOUNTAINS, FORMERLY KNOWN AS THE
 LP0457'ONAQUI MOUNTAINS.  IT IS ABOUT 13 MILES, AIR LINE, SW OF
 LP0457'GRANTSVILLE AND ABOUT 14 MILES, AIR LINE, W OF STOCKTON.
 LP0457'
 LP0457'REACHED FROM THE POST OFFICE IN GRANTSVILLE BY GOING W ON U.S.
 LP0457'HIGHWAY 40 0.45 MILE TO A CROSS ROAD, THENCE LEFT (S) ON MAIN
 LP0457'TRAVELED GRADED DIRT AND GRAVEL ROAD AND FOLLOW IT S, W, AND S
 LP0457'FOR 5.15 MILES TO A FORK.  THENCE RIGHT FORK 4.9 MILES TO THE
 LP0457'SOUTH WILLOW CREEK RANGER STATION ON RIGHT OF ROAD.  FROM
 LP0457'HERE CONTINUE W ON MAIN TRAVELED ROAD UP CANYON FOR 1.2 MILES
 LP0457'TO WHERE ROAD TURNS S ACROSS WILLOW CREEK AND END OF TRUCK
 LP0457'TRAVEL.  FROM HERE TAKE TRAIL UP RIGHT SIDE OF WILLOW CREEK
 LP0457'FOR ABOUT 2 OR 2-1/2 MILES TO A POINT WHERE TRAIL MAKES A
 LP0457'SWITCH-BACK TO THE RIGHT AND ANOTHER TO THE LEFT CROSSING WILLOW
 LP0457'CREEK.  THENCE LEFT-HAND TRAIL IMMEDIATELY AFTER CROSSING
 LP0457'CREEK AND CONTINUE ABOUT 0.75 MILE TO ANOTHER FORK JUST
 LP0457'BEFORE CROSSING A SMALL WASH.  THENCE LEFT FORK ACROSS THE
 LP0457'CREEK AND CONTINUE ON TO TOP OF SADDLE AT HEAD OF CANYON.  WHEN
 LP0457'CREST OF SADDLE IS REACHED TURN W AND FOLLOW TRAIL TO
 LP0457'HIGHEST POINT AND STATION.
 LP0457'
 LP0457'DESERET PEAK CAN BE SEEN JUST AFTER PASSING THROUGH THE NARROWS
 LP0457'ABOUT 1/2 MILE BEYOND END OF TRUCK TRAVEL.  THERE IS A GOOD
 LP0457'TRAIL MOST OF THE WAY AND IN CASE IT IS LOST JUST HEAD FOR
 LP0457'THE SADDLE AND IT WILL BE PICKED UP AGAIN.
 LP0457'
 LP0457'MR. JOHN CLARK OF GRANTSVILLE, UTAH, HAS HORSES AND KNOWS THE
 LP0457'TRAIL AND HE OR SOME SIMILAR PERSON SHOULD BE CONTACTED BEFORE
 LP0457'ATTEMPTING TO REACH THIS STATION, AS IT IS ABOUT 6 OR 7 HOURS
 LP0457'BACK PACK AND 3 HOURS BY HORSE.
 LP0457
 LP0457                          STATION RECOVERY (1950)
 LP0457
 LP0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 LP0457'RECOVERED.
 LP0457'
 LP0457'STATION MARK--COPPER BOLT SET IN A DRILL HOLE IN BEDROCK, THE BOLT
 LP0457'PROJECTS 1/2 IN. ABOVE THE ROCK WHICH IS ABOUT 6 IN. LOWER THAN THE
 LP0457'SURROUNDING AREA.
 LP0457
 LP0457                          STATION RECOVERY (1965)
 LP0457
 LP0457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0457'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 LP0457'FOUND IN GOOD CONDITION.  A DIFFERENCE WAS NOTED IN THE DISTANCE
 LP0457'AND DIRECTION TO THE REFERENCE MARKS.  DUE TO ROAD CHANGES IN
 LP0457'THE AREA A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LP0457'
 LP0457'THE STATION IS LOCATED ABOUT 28 MILES NORTH-NORTHWEST OF VERNON,
 LP0457'20 MILES WEST OF TOOELE AND 14 MILES SOUTHWEST OF GRANTSVILLE.
 LP0457'IT IS ON THE HIGHEST POINT OF DESERET PEAK.
 LP0457'
 LP0457'TO REACH THE STATION FROM THE POST OFFICE IN GRANTSVILLE GO WEST
 LP0457'FOR 0.25 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ALONG
 LP0457'THE PAVED ROAD FOR 5.0 MILES TO A FORK, TAKE THE LEFT FORK
 LP0457'LEADING SOUTH FOR 5.7 MILES TO A CROSSROAD.  TURN RIGHT AND
 LP0457'GO WEST FOR 0.6 MILE TO A T-INTERSECTION.  TURN LEFT AND GO SOUTH
 LP0457'AND WEST UP HICKMAN CANYON FOR 5.3 MILES TO A CABIN AND END
 LP0457'OF TRUCK TRAVEL.  PACK ALONG THE HORSE TRAIL PASSING TO THE
 LP0457'NORTH OF THE CABIN FOR ABOUT 1 MILE TO A TRACK ROAD, BEAR
 LP0457'RIGHT AND FOLLOW THE TRACK ROAD TO A SPRING AND A WATER
 LP0457'TROUGH.  CONTINUE ALONG THE TRACK ROAD FOR ABOUT 1/2 MILE
 LP0457'TO A HORSE TRAIL LEADING LEFT.  TURN LEFT AND FOLLOW TRAIL WEST
 LP0457'UP THE RIDGE TO A SADDLE, (DESERET PEAK IS VISIBLE FROM
 LP0457'THIS POINT) BEAR RIGHT AND FOLLOW TRAIL ALONG THE WEST SIDE OF
 LP0457'THE MOUNTAIN TO A SADDLE, BEAR LEFT AND FOLLOW THE TRAIL WEST
 LP0457'AND NORTH TO THE HIGHEST POINT AND THE STATION.
 LP0457'
 LP0457'THE ROUTE FOLLOWED IN THE 1938 DESCRIPTION IS SHORTER AND CAN
 LP0457'BE USED DURING GOOD WEATHER.
 LP0457'
 LP0457'THE STATION MARK IS A COPPER BOLT SET IN A DRILL HOLE IN
 LP0457'BEDROCK, THE BOLT PROJECTS 1/2 INCH ABOVE THE ROCK WHICH
 LP0457'IS ABOUT 6 INCHES LOWER THAN THE SURROUNDING AREA.
 LP0457'
 LP0457'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DESERET NO 1 1938.
 LP0457'IT IS SET IN A DRILL HOLE IN AN OUTCROP OF ROCK WHICH IS
 LP0457'ABOUT 3 FEET LOWER THAN THE STATION.
 LP0457'
 LP0457'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DESERET NO 2 1938.
 LP0457'IT IS SET IN A DRILL HOLE IN AN OUTCROP OF ROCK WHICH IS
 LP0457'ABOUT 4 FEET LOWER THAN THE STATION.
 LP0457'
 LP0457'HEIGHT OF LIGHT ABOVE STATION MARK 5.7 FEET.
 LP0457'
 LP0457'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES
 LP0457'SOUTHWEST OF GRANTSVILLE
 LP0457
 LP0457                          STATION RECOVERY (2018)
 LP0457
 LP0457'RECOVERY NOTE BY GEOCACHING 2018 (AK)
 LP0457'FOUND REFERENCE MARKS, BUT COULD NOT FIND COPPER BOLT STATION FROM
 LP0457'1892.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0687 ***********************************************************************
 MR0687  DESIGNATION -  DESERET
 MR0687  PID         -  MR0687
 MR0687  STATE/COUNTY-  UT/SUMMIT
 MR0687  COUNTRY     -  US
 MR0687  USGS QUAD   -  HEINERS CREEK (2017)
 MR0687
 MR0687                         *CURRENT SURVEY CONTROL
 MR0687  ______________________________________________________________________
 MR0687* NAD 83(1994) POSITION- 41 07 07.75675(N) 111 15 07.05722(W)   ADJUSTED
 MR0687* NAVD 88 ORTHO HEIGHT -  2290.7   (meters)     7515.    (feet) VERTCON3
 MR0687  ______________________________________________________________________
 MR0687  GEOID HEIGHT    -        -15.567 (meters)                     GEOID18
 MR0687  LAPLACE CORR    -          5.68  (seconds)                    DEFLEC18
 MR0687  HORZ ORDER      -  THIRD
 MR0687
 MR0687.The horizontal coordinates were established by classical geodetic methods
 MR0687.and adjusted by the National Geodetic Survey in November 1997.
 MR0687
 MR0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0687
 MR0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0687.GEOID18 height accuracy estimate available here.
 MR0687
 MR0687.Click photographs - Photos may exist for this station.
 MR0687
 MR0687.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0687
 MR0687. The following values were computed from the NAD 83(1994) position.
 MR0687
 MR0687;                    North         East     Units Scale Factor Converg.
 MR0687;SPC UT N     - 1,087,257.630   520,830.468   MT  0.99995948   +0 09 48.8
 MR0687;SPC UT N     - 3,567,111.07  1,708,757.96   sFT  0.99995948   +0 09 48.8
 MR0687;UTM  12      - 4,551,978.077   478,847.841   MT  0.99960551   -0 09 56.5
 MR0687
 MR0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0687!SPC UT N     -   0.99964326  x   0.99995948  =   0.99960276
 MR0687!UTM  12      -   0.99964326  x   0.99960551  =   0.99924891
 MR0687
 MR0687:                Primary Azimuth Mark                     Grid Az
 MR0687:SPC UT N     -  BOUNDARY MON MORGAN RICH SUMMIT          006 56 49.7
 MR0687:UTM  12      -  BOUNDARY MON MORGAN RICH SUMMIT          007 16 35.0
 MR0687
 MR0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL7884751978(NAD 83)
 MR0687
 MR0687|---------------------------------------------------------------------|
 MR0687| PID    Reference Object                     Distance      Geod. Az  |
 MR0687|                                                           dddmmss.s |
 MR0687| MR0685 BOUNDARY MON MORGAN RICH SUMMIT     APPROX. 5.0 KM 0070638.5 |
 MR0687|---------------------------------------------------------------------|
 MR0687
 MR0687                          SUPERSEDED SURVEY CONTROL
 MR0687
 MR0687  NAD 83(1993)-  41 07 07.75669(N)    111 15 07.05707(W) AD(       ) 3
 MR0687  NAD 83(1986)-  41 07 07.74268(N)    111 15 07.04682(W) AD(       ) 3
 MR0687  NAD 27      -  41 07 07.93259(N)    111 15 04.36148(W) AD(       ) 3
 MR0687  NGVD 29 (07/19/86) 2289.3    (m)         7511.     (f) VERT ANG       
 MR0687
 MR0687.Superseded values are not recommended for survey control.
 MR0687
 MR0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0687.See file dsdata.pdf to determine how the superseded data were derived.
 MR0687
 MR0687_MARKER: DD = SURVEY DISK
 MR0687_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MR0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0687
 MR0687  HISTORY     - Date     Condition        Report By
 MR0687  HISTORY     - 1960     MONUMENTED       USFS
 MR0687
 MR0687                          STATION DESCRIPTION
 MR0687
 MR0687'DESCRIBED BY US FOREST SERVICE 1960
 MR0687'LOCATED ABOUT 15 MI. AIR NE. OF ECHO AND 16 MI. SW. OF EVANSTON.  IT
 MR0687'IS ON A PEAK ON THE SPUR RIDGE W. OF THE DIVIDE BETWEEN HEINERS
 MR0687'CANYON AND ECHO CANYON.  STATION IS ABOUT 1 MI. S. OF THE HEAD OF
 MR0687'HEINERS CANYON.
 MR0687'
 MR0687'TO REACH FROM WASATCH TURNOUT DRIVE NORTHEASTERLY BETWEEN THE TRACK
 MR0687'AND THE RAILROAD FOR 0.3 MI. TO RD. FORK AND GRADE CROSSING, CROSS
 MR0687'GATE TO LOCKED GATE ( KEY OBTAINED FROM DESERET LIVESTOCK COMPANY)
 MR0687'PROCEED THRU GATE AND TAKE LEFT FORK FOR 0.8 MI. TO RD. FORK, TAKE
 MR0687'LEFT FORK AND FOLLOW TRACK RD. FOR 3.4 MI. TO WIRE GATE, GO THRU GATE
 MR0687'FOR 0.3 MI. TO RD. FORK, TAKE RIGHT FORK AND CONTINUE ON TRACK RD.
 MR0687'FOR 3.7 MI. TO RD. FORK AND A GATE, PROCEED THRU GATE TO RD. FORK AT
 MR0687'0.4 MI., TAKE RIGHT FORK AND GO 0.4 MI. TO RD. FORK TAKE LEFT FORK
 MR0687'PROCEED ALONG RD. 0.9 MI. TO RD. FORK, TAKE RIGHT FORK ON THE TOP OF
 MR0687'THE RIDGE CONTINUE ON THIS RD. FOR 0.9 MI. TO STATION ON TOP TO RIGHT
 MR0687'OF RD. ABOUT 250 FT.
 MR0687'
 MR0687'STATION MARK - A STANDARD U.S. DEPARTMENT OF AGRICULTURE USFS BRONZE
 MR0687'TABLET STAMPED ---DESERET 1960--- CEMENTED IN TOP OF A 3/4 IN.
 MR0687'GALVANIZED PIPE DRIVEN IN GROUND.
 MR0687'
 MR0687'REFERENCE MARK NO.1 - A 2 IN. DISK STAMPED ---REF 1--- 33.59 FT. FROM
 MR0687'STATION MARK, N 31 DEG 22 MIN 30 SEC W.
 MR0687'(AZIMUTH PUBLISHED BY USFS IS 120 DEGREES 03 MINUTES 26 SECONDS.
 MR0687'
 MR0687'REFERENCE MARK NO.2 - 19.60 FT. FROM STATION,
 MR0687'S 37 DEG 11 MIN 02 SEC W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0597 ***********************************************************************
 JO0597  DESIGNATION -  DESERT
 JO0597  PID         -  JO0597
 JO0597  STATE/COUNTY-  UT/MILLARD
 JO0597  COUNTRY     -  US
 JO0597  USGS QUAD   -  BIG JENSEN PASS (2017)
 JO0597
 JO0597                         *CURRENT SURVEY CONTROL
 JO0597  ______________________________________________________________________
 JO0597* NAD 83(1994) POSITION- 38 45 10.37125(N) 113 45 52.08035(W)   ADJUSTED
 JO0597* NAVD 88 ORTHO HEIGHT -  2565.85  (+/-2cm)     8418.1   (feet) VERTCON3
 JO0597  ______________________________________________________________________
 JO0597  GEOID HEIGHT    -        -20.613 (meters)                     GEOID18
 JO0597  LAPLACE CORR    -          4.37  (seconds)                    DEFLEC18
 JO0597  HORZ ORDER      -  SECOND
 JO0597  VERT ORDER      -  THIRD ? (See Below)
 JO0597
 JO0597.The horizontal coordinates were established by classical geodetic methods
 JO0597.and adjusted by the National Geodetic Survey in November 1997.
 JO0597
 JO0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0597
 JO0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0597.GEOID18 height accuracy estimate available here.
 JO0597
 JO0597.The vertical order pertains to the NGVD 29 superseded value.
 JO0597
 JO0597.Click photographs - Photos may exist for this station.
 JO0597
 JO0597.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0597
 JO0597. The following values were computed from the NAD 83(1994) position.
 JO0597
 JO0597;                    North         East     Units Scale Factor Converg.
 JO0597;SPC UT C     - 2,049,071.547   303,163.036   MT  1.00007553   -1 27 02.0
 JO0597;SPC UT C     - 6,722,662.23    994,627.39   sFT  1.00007553   -1 27 02.0
 JO0597;UTM  12      - 4,292,983.404   259,769.166   MT  1.00031072   -1 43 52.6
 JO0597
 JO0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0597!SPC UT C     -   0.99960081  x   1.00007553  =   0.99967631
 JO0597!UTM  12      -   0.99960081  x   1.00031072  =   0.99991141
 JO0597
 JO0597:                Primary Azimuth Mark                     Grid Az
 JO0597:SPC UT C     -  NEEDLE                                   211 30 44.0
 JO0597:UTM  12      -  NEEDLE                                   211 47 34.6
 JO0597
 JO0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH5976992983(NAD 83)
 JO0597
 JO0597|---------------------------------------------------------------------|
 JO0597| PID    Reference Object                     Distance      Geod. Az  |
 JO0597|                                                           dddmmss.s |
 JO0597| CM5463 DESERT RM 1                          10.139 METERS 02143     |
 JO0597| CM5464 DESERT RM 2                          11.934 METERS 14052     |
 JO0597| JO0583 NEEDLE                              APPROX.33.7 KM 2100342.0 |
 JO0597|---------------------------------------------------------------------|
 JO0597
 JO0597                          SUPERSEDED SURVEY CONTROL
 JO0597
 JO0597  NAD 83(1986)-  38 45 10.36628(N)    113 45 52.07861(W) AD(       ) 2
 JO0597  NAD 27      -  38 45 10.53403(N)    113 45 49.15434(W) AD(       ) 2
 JO0597  NGVD 29            2564.53   (m)         8413.8    (f) LEVELING    3  
 JO0597
 JO0597.Superseded values are not recommended for survey control.
 JO0597
 JO0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0597.See file dsdata.pdf to determine how the superseded data were derived.
 JO0597
 JO0597_MARKER: DD = SURVEY DISK
 JO0597_SETTING: 66 = SET IN ROCK OUTCROP
 JO0597_STAMPING: DESERT 1958
 JO0597_MARK LOGO: USGS
 JO0597_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0597+STABILITY: POSITION/ELEVATION WELL
 JO0597
 JO0597  HISTORY     - Date     Condition        Report By
 JO0597  HISTORY     - 1958     MONUMENTED       USGS
 JO0597  HISTORY     - 1971     GOOD             USGS
 JO0597
 JO0597                          STATION DESCRIPTION
 JO0597
 JO0597'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JO0597'LOCATED ABOUT 47.7 MI. W. OF MILFORD, UTAH, 18.3 MI. E. OF GARRISON,
 JO0597'AND 11.3 MI. N. OF THE USFS DESERT EXPERIMENTAL FARM, ON A HIGH RIDGE,
 JO0597'ABOUT 1 MI. S. ALONG RIDGE FROM HIGHEST TOP IN VICINITY, ON SMALL TOP.
 JO0597'
 JO0597'TO REACH FROM MILFORD POST OFFICE, DRIVE N. AND W. ALONG STATE HIGHWAY
 JO0597'21 FOR 49.9 MI. TO RD. FORKS RIGHT (17.9 MI. W. OF SUMMIT OF THE WAH
 JO0597'WAH MOUNTAINS), TURN RIGHT FOR 0.7 MI. TO RD. FORKS, TURN LEFT 1.0 MI.
 JO0597'TO RD. FORKS, CONTINUE STRAIGHT AHEAD ON MAIN TRAVELED RD. FOR 3.2 MI.
 JO0597'TO RD. FORKS LEFT, TURN LEFT FOR 1.7 MI. TO RD. FORKS RIGHT, TURN
 JO0597'RIGHT 0.9 MI. TO GATE, CONTINUE AHEAD FOR 1.3 MI. TO ANOTHER GATE,
 JO0597'CONTINUE UP CANYON AHEAD AND TO THE LEFT FOR 0.7 MI. ALONG VERY
 JO0597'FAINT TRACK RD.  PACK UP DRAINAGE AND RIDGE TO TOP AND STATION.
 JO0597'ABOUT A 30 MINUTE PACK.
 JO0597'
 JO0597'HELICOPTER PAD BUILT 100 FT. N. OF STATION MARK.  POOR LANDING WITH
 JO0597'WIND FROM E.
 JO0597'
 JO0597'STATION MARK--STANDARD USGS TABLET, STAMPED ---DESERT 1958---,
 JO0597'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 JO0597'
 JO0597'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET, STAMPED
 JO0597'---NO 1 1958---, CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 JO0597'
 JO0597'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET, STAMPED
 JO0597'---NO 2 1958---, CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 JO0597
 JO0597                          STATION RECOVERY (1971)
 JO0597
 JO0597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JO0597'RM 1 - RM 2 NOT MEASURED
 JO0597'
 JO0597'LOCATED ABOUT 47.7 MI W. OF MILFORD, UTAH.  18.3 MI E. OF
 JO0597'GARRISON.  AND 11.3 MI N. OF THE USFS DESERT EXPERIMENTAL
 JO0597'FARM.  ON A HIGH RIDGE.  ABOUT 1 MI S. ALONG RIDGE FROM HIGHEST
 JO0597'TOP IN VICINITY.  ON SMALL TOP.
 JO0597'
 JO0597'TO REACH FROM MILFORD POST OFFICE, DRIVE N. AND W. ALONG STATE
 JO0597'HIGHWAY 21 FOR 49.9 MI TO RD. FKS. RIGHT (17.9 MI W. OF SUMMIT OF
 JO0597'THE WAH WAH MOUNTAINS).  TURN RIGHT FOR 0.7 MI TO RD. FKS.  TURN
 JO0597'LEFT 1.0 MI TO RD. FKS.  CONTINUE STRAIGHT AHEAD ON MAIN-TRAVELED
 JO0597'RD. FOR 3.2 MI TO RD. FKS. LEFT.  TURN LEFT FOR 1.7 MI TO
 JO0597'RD. FKS. RIGHT.  TURN RIGHT 0.9 MI TO GATE.  CONTINUE AHEAD FOR
 JO0597'1.3 MI TO ANOTHER GATE.  CONTINUE UP CANYON AHEAD AND TO THE
 JO0597'LEFT FOR 0.7 MI ALONG VERY FAINT TRACK RD.  PACK UP DRAINAGE AND
 JO0597'RIDGE TO TOP AND STATION.  ABOUT A 30-MIN. PACK.
 JO0597'
 JO0597'HELICOPTER PAD BUILT 100 FT N. OF STATION MARK.  POOR LANDING
 JO0597'WITH WIND FROM E.
 JO0597'
 JO0597'STATION MARK--STANDARD USGS TABLET STAMPED DESERT 1958 CEMENTED IN
 JO0597'DRILL HOLE IN ROCK OUTCROP.
 JO0597'
 JO0597'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 JO0597'NO 1 1958 CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 JO0597'
 JO0597'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED
 JO0597'NO 2 1958 CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0399 ***********************************************************************
 KO0399  DESIGNATION -  DESERT
 KO0399  PID         -  KO0399
 KO0399  STATE/COUNTY-  UT/JUAB
 KO0399  COUNTRY     -  US
 KO0399  USGS QUAD   -  LYNNDYL WEST (2017)
 KO0399
 KO0399                         *CURRENT SURVEY CONTROL
 KO0399  ______________________________________________________________________
 KO0399* NAD 83(1994) POSITION- 39 33 58.41035(N) 112 26 27.68881(W)   ADJUSTED
 KO0399* NAVD 88 ORTHO HEIGHT -  1503.7   (meters)     4933.    (feet) VERTCON3
 KO0399  ______________________________________________________________________
 KO0399  GEOID HEIGHT    -        -18.671 (meters)                     GEOID18
 KO0399  LAPLACE CORR    -          5.14  (seconds)                    DEFLEC18
 KO0399  HORZ ORDER      -  FIRST
 KO0399
 KO0399.The horizontal coordinates were established by classical geodetic methods
 KO0399.and adjusted by the National Geodetic Survey in November 1997.
 KO0399
 KO0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0399
 KO0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0399.GEOID18 height accuracy estimate available here.
 KO0399
 KO0399.Click photographs - Photos may exist for this station.
 KO0399
 KO0399.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0399
 KO0399. The following values were computed from the NAD 83(1994) position.
 KO0399
 KO0399;                    North         East     Units Scale Factor Converg.
 KO0399;SPC UT C     - 2,137,299.187   419,144.906   MT  0.99990976   -0 36 10.1
 KO0399;SPC UT C     - 7,012,122.42  1,375,144.58   sFT  0.99990976   -0 36 10.1
 KO0399;UTM  12      - 4,380,605.879   376,217.292   MT  0.99978864   -0 55 04.8
 KO0399
 KO0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0399!SPC UT C     -   0.99976707  x   0.99990976  =   0.99967685
 KO0399!UTM  12      -   0.99976707  x   0.99978864  =   0.99955576
 KO0399
 KO0399:                Primary Azimuth Mark                     Grid Az
 KO0399:SPC UT C     -  DESERT AZ MK                             089 31 59.1
 KO0399:UTM  12      -  DESERT AZ MK                             089 50 53.8
 KO0399
 KO0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ7621780605(NAD 83)
 KO0399
 KO0399|---------------------------------------------------------------------|
 KO0399| PID    Reference Object                     Distance      Geod. Az  |
 KO0399|                                                           dddmmss.s |
 KO0399| CM5460 DESERT AZ MK                                       0885549.0 |
 KO0399| CM5461 DESERT RM 1                           6.351 METERS 16951     |
 KO0399|---------------------------------------------------------------------|
 KO0399
 KO0399                          SUPERSEDED SURVEY CONTROL
 KO0399
 KO0399  NAD 83(1993)-  39 33 58.40743(N)    112 26 27.68593(W) AD(       ) 1
 KO0399  NAD 83(1986)-  39 33 58.40058(N)    112 26 27.68015(W) AD(       ) 1
 KO0399  NAD 27      -  39 33 58.57574(N)    112 26 24.87299(W) AD(       ) 1
 KO0399  NGVD 29 (07/19/86) 1502.6    (m)         4930.     (f) VERT ANG       
 KO0399
 KO0399.Superseded values are not recommended for survey control.
 KO0399
 KO0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0399.See file dsdata.pdf to determine how the superseded data were derived.
 KO0399
 KO0399_MARKER: DD = SURVEY DISK
 KO0399_SETTING: 66 = SET IN ROCK OUTCROP
 KO0399_STAMPING: DESERT 1950
 KO0399_MARK LOGO: USGS
 KO0399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0399+STABILITY: POSITION/ELEVATION WELL
 KO0399
 KO0399  HISTORY     - Date     Condition        Report By
 KO0399  HISTORY     - 1950     MONUMENTED       USGS
 KO0399  HISTORY     - 1965     GOOD             CGS
 KO0399
 KO0399                          STATION DESCRIPTION
 KO0399
 KO0399'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KO0399'LOCATED ABOUT 16 MI. (AIRLINE) NNE. OF DELTA, 14 MI. NNW. OF OAK CITY,
 KO0399'5 MI. NW. OF LYNNDYL, ON THE SUMMIT OF THE MOST SOUTHERLY RIM OF
 KO0399'OUTCROP, WHICH FORMS THE CREST OF A VERY PROMINENT BARE ROCKY KNOLL.
 KO0399'
 KO0399'TO REACH FROM THE RAILROAD CROSSING IN LYNNDYL, GO W. ON A BLADED RD.
 KO0399'FOR 0.25 MI. TO RANCH BUILDINGS, TURN RIGHT AND GO N. ALONG THE E.
 KO0399'SIDE OF CORRALS FOR 0.1 MI. TO A GATE IN AN E-W. FENCE LINE, PASS
 KO0399'THROUGH THE GATE AND TAKE THE CENTER ONE OF THREE FORKS NW. FOR 0.35
 KO0399'MI. TO A T-RD., TURN LEFT AND GO W. ON A TRACK RD. FOR 1.05 MI. TO A
 KO0399'WATER WELL AND STOCK PENS ON THE LEFT.  FROM THE STOCK PENS THE
 KO0399'STATION IS VISIBLE TO THE N.  TURN RIGHT AND GO N. CROSS-COUNTRY FOR
 KO0399'A DISTANCE OF ABOUT 4 MI. TO THE S. BASE OF THE KNOLL AND THE END OF
 KO0399'TRUCK TRAVEL.  PACK N. UP HILL FOR ABOUT 5 MINUTES TO THE STATION.
 KO0399'
 KO0399'STATION MARK--USGS STANDARD TABLET, STAMPED ---DESERT 1950---,
 KO0399'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 18 IN. ABOVE
 KO0399'THE SURROUNDING SURFACE.
 KO0399'
 KO0399'REFERENCE MARK NO. 1--USGS REFERENCE MARK TABLET, STAMPED ---NO 1---,
 KO0399'CEMENTED IN A DRILL HOLE IN AN OUTCROP AND IS ABOUT 2 FT. HIGHER THAN
 KO0399'THE STATION.
 KO0399'
 KO0399'REFERENCE MARK NO. 2--USGS REFERENCE MARK TABLET, STAMPED ---NO 2---,
 KO0399'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH PROJECTS ABOUT 30 IN.
 KO0399'ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 1 FT. HIGHER THAN THE
 KO0399'STATION.
 KO0399
 KO0399                          STATION RECOVERY (1965)
 KO0399
 KO0399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 KO0399'STATION IS LOCATED AIRLINE, ABOUT 16 MILES NORTH-NORTHEAST
 KO0399'OF DELTA, 14 MILES NORTH-NORTHWEST OF OAK CITY, 5 MILES NORTHWEST
 KO0399'OF LYNNDYL AND ON THE SUMMIT OF THE MOST SOUTHERLY RIM OF
 KO0399'OUTCROP WHICH FORM THE CREST OF A VERY PROMINENT, BARE, ROCKY
 KO0399'KNOLL.
 KO0399'
 KO0399'TO REACH THE STATION FROM THE RAILROAD CROSSING IN LYNNDYL,
 KO0399'GO WEST ON A BLADED ROAD FOR 0.25 MILE TO RANCH BUILDINGS.  TURN
 KO0399'RIGHT AND GO NORTH ALONG THE EAST SIDE OF CORRALS FOR 0.1 MILE
 KO0399'TO A GATE IN AN EAST-WEST FENCE LINE.  PASS THROUGH THE GATE
 KO0399'AND TAKE THE CENTER ONE OF THREE FORKS NORTHWEST FOR 0.35 MILE
 KO0399'TO A T-ROAD.  TURN LEFT AND GO WEST ON A TRACK ROAD FOR 1.05
 KO0399'MILES TO A WATER WELL AND STOCK PENS ON THE LEFT.  FROM THE
 KO0399'STOCK PENS THE STATION IS VISIBLE TO THE NORTH.  TURN RIGHT
 KO0399'AND GO NORTH, CROSS COUNTRY FOR A DISTANCE OF ABOUT 4 MILES
 KO0399'TO THE SOUTH BASE OF THE KNOLL AND THE END OF TRUCK TRAVEL.
 KO0399'PACK NORTH UP HILL FOR ABOUT 5 MINUTES TO THE STATION.  TO
 KO0399'REACH THE AZIMUTH MARK FROM THE STATION, PACK EAST FOR ABOUT
 KO0399'1/4 MILE TO A SMALL OUTCROP AND THE MARK AS DESCRIBED.
 KO0399'
 KO0399'STATION MARK IS A U.S. GEOLOGICAL BENCH MARK DISK, STAMPED
 KO0399'DESERT 1950, CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS
 KO0399'ABOUT 18 INCHES ABOVE THE SURROUNDING SURFACE.
 KO0399'
 KO0399'REFERENCE MARK 1 IS A U.S. GEOLOGICAL REFERENCE MARK DISK,
 KO0399'STAMPED NO 1, CEMENTED IN A DRILL HOLE IN AN OUTCROP AND IS
 KO0399'ABOUT 2 FEET HIGHER IN ELEVATION THAN THE STATION.
 KO0399'
 KO0399'REFERENCE MARK 2 IS A U.S. GEOLOGICAL REFERENCE MARK DISK,
 KO0399'STAMPED NO 2, CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH
 KO0399'PROJECTS ABOUT 30 INCHES ABOVE THE SURFACE OF THE GROUND AND
 KO0399'IS ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE STATION.
 KO0399'
 KO0399'AZIMUTH MARK IS A STANDARD DISK, STAMPED DESERT USGS 1965,
 KO0399'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH PROJECTS ABOUT 4
 KO0399'FEET ABOVE THE GROUND AND IS ABOUT 15 FEET LONG.  IT IS 21
 KO0399'FEET NORTH OF A METAL WITNESS POST.
 KO0399'
 KO0399'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0556 ***********************************************************************
 JM0556  DESIGNATION -  DESERT
 JM0556  PID         -  JM0556
 JM0556  STATE/COUNTY-  UT/GRAND
 JM0556  COUNTRY     -  US
 JM0556  USGS QUAD   -  SAGERS FLAT (2017)
 JM0556
 JM0556                         *CURRENT SURVEY CONTROL
 JM0556  ______________________________________________________________________
 JM0556* NAD 83(1994) POSITION- 38 53 12.24606(N) 109 33 22.42433(W)   ADJUSTED
 JM0556* NAVD 88 ORTHO HEIGHT -  1486.    (meters)     4875.    (feet) VERTCON3
 JM0556  ______________________________________________________________________
 JM0556  GEOID HEIGHT    -        -20.132 (meters)                     GEOID18
 JM0556  LAPLACE CORR    -          3.27  (seconds)                    DEFLEC18
 JM0556  HORZ ORDER      -  SECOND
 JM0556
 JM0556.The horizontal coordinates were established by classical geodetic methods
 JM0556.and adjusted by the National Geodetic Survey in November 1997.
 JM0556
 JM0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0556
 JM0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0556.GEOID18 height accuracy estimate available here.
 JM0556
 JM0556.Click photographs - Photos may exist for this station.
 JM0556
 JM0556.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0556
 JM0556. The following values were computed from the NAD 83(1994) position.
 JM0556
 JM0556;                    North         East     Units Scale Factor Converg.
 JM0556;SPC UT C     - 2,063,272.486   668,642.580   MT  1.00003460   +1 14 42.5
 JM0556;SPC UT C     - 6,769,253.15  2,193,704.86   sFT  1.00003460   +1 14 42.5
 JM0556;UTM  12      - 4,305,198.131   625,220.578   MT  0.99979308   +0 54 23.4
 JM0556
 JM0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0556!SPC UT C     -   0.99977005  x   1.00003460  =   0.99980464
 JM0556!UTM  12      -   0.99977005  x   0.99979308  =   0.99956318
 JM0556
 JM0556:                Primary Azimuth Mark                     Grid Az
 JM0556:SPC UT C     -  DESERT AZ MK                             254 56 14.2
 JM0556:UTM  12      -  DESERT AZ MK                             255 16 33.3
 JM0556
 JM0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ2522005198(NAD 83)
 JM0556
 JM0556|---------------------------------------------------------------------|
 JM0556| PID    Reference Object                     Distance      Geod. Az  |
 JM0556|                                                           dddmmss.s |
 JM0556| CM6337 DESERT RM 1                          13.826 METERS 00602     |
 JM0556| JM0483 CHIMNEY ROCK                        APPROX.30.8 KM 1475209.3 |
 JM0556| CM6336 DESERT AZ MK                                       2561056.7 |
 JM0556| CM6338 DESERT RM 2                          14.270 METERS 28055     |
 JM0556|---------------------------------------------------------------------|
 JM0556
 JM0556                          SUPERSEDED SURVEY CONTROL
 JM0556
 JM0556  NAD 83(1986)-  38 53 12.23058(N)    109 33 22.41037(W) AD(       ) 2
 JM0556  NAD 27      -  38 53 12.32400(N)    109 33 19.97000(W) AD(       ) 2
 JM0556  NGVD 29 (07/19/86) 1485.     (m)         4872.     (f) VERT ANG       
 JM0556
 JM0556.Superseded values are not recommended for survey control.
 JM0556
 JM0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0556.See file dsdata.pdf to determine how the superseded data were derived.
 JM0556
 JM0556_MARKER: DS = TRIANGULATION STATION DISK
 JM0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0556_STAMPING: DESERT 1937
 JM0556_MARK LOGO: CGS
 JM0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0556+STABILITY: SURFACE MOTION
 JM0556
 JM0556  HISTORY     - Date     Condition        Report By
 JM0556  HISTORY     - 1937     MONUMENTED       CGS
 JM0556  HISTORY     - 1958     GOOD             USGS
 JM0556
 JM0556                          STATION DESCRIPTION
 JM0556
 JM0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JM0556'STATION IS LOCATED ON TOP OF A BARE ROUND-TOPPED HILL ABOUT
 JM0556'10.5 MILES AIRLINE SE OF THOMPSON, UTAH, AND ABOUT 7.0 MILES
 JM0556'BY ROAD S OF U.S. HIGHWAY 50.
 JM0556'
 JM0556'STATION MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF A
 JM0556'SQUARE TOPPED CONCRETE POST, PROJECTING 6 INCHES, STAMPED
 JM0556'DESERT-1937.
 JM0556'
 JM0556'REFERENCE MARK NO. 1, IS A STANDARD BRONZE DISK SET IN THE TOP
 JM0556'OF A SQUARE CONCRETE POST, PROJECTING 10 INCHES, 45 FEET N OF
 JM0556'STATION.
 JM0556'
 JM0556'REFERENCE MARK NO. 2, IS A STANDARD BRONZE DISK SET IN THE
 JM0556'TOP OF A SQUARE CONCRETE POST, PROJECTING 8 INCHES, 47 FEET
 JM0556'W OF THE STATION.
 JM0556'
 JM0556'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF A
 JM0556'SQUARE CONCRETE POST, PROJECTING 10 INCHES.  IT IS LOCATED AT
 JM0556'POINT WHERE MAIN ROAD BEARS S DOWN HILL, 0.3 MILE W OF THE
 JM0556'STATION.  IT IS 23 FEET W OF CENTER LINE OF TRACK ROAD AND 57
 JM0556'FEET NNW OF CENTER LINE OF GRADED ROAD.
 JM0556'
 JM0556'CHIMNEY ROCK IS NW OF MT. WAAS, S OF A FLAT-TOPPED ROCK BUTTE.
 JM0556'ROCK IS CLAY COLORED AND HAS VERTICAL SIDES.  WAS CUT IN FROM
 JM0556'CISCO.
 JM0556'
 JM0556'TO REACH FROM THOMPSON, CROSSROAD, GO EASTWARD ON HIGHWAY 50
 JM0556'FOR 5.1 MILES TO A DIRT T-ROAD RIGHT, (S), TURN RIGHT ON DIRT ROAD
 JM0556'AND GO 6.8 MILES TO POINT WHERE MAIN ROAD BEARS RIGHT, S, DOWN
 JM0556'HILL.  HERE CONTINUE E, LEFT ON DIM TRACK ROAD ALONG CREST OF
 JM0556'RIDGE AND STATION.
 JM0556
 JM0556                          STATION RECOVERY (1958)
 JM0556
 JM0556'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958 (SHS)
 JM0556'STATION MARK IS A STANDARD BRONZE DISK SET IN TOP OF A SQUARE TOPPED
 JM0556'CONCRETE POST, PROJECTING 6 IN., STAMPED ---DESERT 1937---.
 JM0556'
 JM0556'ALL MARKS FOUND IN GOOD CONDITION.
 JM0556'
 JM0556'TO REACH FROM THOMPSON CROSSROADS, DRIVE E. ON U.S. HIGHWAY 50 FOR
 JM0556'5.5 MI. TO DIRT T-RD., GO RIGHT (SE.) FOR 5.8 MI. ON NEW GRADED RD.
 JM0556'(DIRT AND GRAVEL) TO LOW SUMMIT, TURN LEFT (E.) OFF RD. AND ALONG
 JM0556'DIM TRAIL ON RIDGE 0.7 MI. TO STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0476 ***********************************************************************
 JN0476  DESIGNATION -  DESERT
 JN0476  PID         -  JN0476
 JN0476  STATE/COUNTY-  UT/EMERY
 JN0476  COUNTRY     -  US
 JN0476  USGS QUAD   -  OLD WOMAN WASH (2017)
 JN0476
 JN0476                         *CURRENT SURVEY CONTROL
 JN0476  ______________________________________________________________________
 JN0476* NAD 83(1994) POSITION- 38 38 48.05726(N) 110 32 41.98626(W)   ADJUSTED
 JN0476* NAVD 88 ORTHO HEIGHT -  1546.4   (meters)     5073.    (feet) VERTCON3
 JN0476  ______________________________________________________________________
 JN0476  GEOID HEIGHT    -        -19.614 (meters)                     GEOID18
 JN0476  LAPLACE CORR    -         -5.08  (seconds)                    DEFLEC18
 JN0476  HORZ ORDER      -  THIRD
 JN0476
 JN0476.The horizontal coordinates were established by classical geodetic methods
 JN0476.and adjusted by the National Geodetic Survey in November 1997.
 JN0476
 JN0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0476
 JN0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0476.GEOID18 height accuracy estimate available here.
 JN0476
 JN0476.Click photographs - Photos may exist for this station.
 JN0476
 JN0476.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0476
 JN0476. The following values were computed from the NAD 83(1994) position.
 JN0476
 JN0476;                    North         East     Units Scale Factor Converg.
 JN0476;SPC UT C     - 2,035,233.466   583,146.118   MT  1.00011181   +0 36 42.3
 JN0476;SPC UT C     - 6,677,261.80  1,913,205.22   sFT  1.00011181   +0 36 42.3
 JN0476;UTM  12      - 4,277,667.944   539,594.865   MT  0.99961931   +0 17 03.0
 JN0476
 JN0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0476!SPC UT C     -   0.99976049  x   1.00011181  =   0.99987228
 JN0476!UTM  12      -   0.99976049  x   0.99961931  =   0.99937989
 JN0476
 JN0476:                Primary Azimuth Mark                     Grid Az
 JN0476:SPC UT C     -  GILSON                                   220 50 05.7
 JN0476:UTM  12      -  GILSON                                   221 09 45.0
 JN0476
 JN0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH3959477667(NAD 83)
 JN0476
 JN0476|---------------------------------------------------------------------|
 JN0476| PID    Reference Object                     Distance      Geod. Az  |
 JN0476|                                                           dddmmss.s |
 JN0476| JN0482 GILSON                              APPROX. 9.6 KM 2212648.0 |
 JN0476|---------------------------------------------------------------------|
 JN0476
 JN0476                          SUPERSEDED SURVEY CONTROL
 JN0476
 JN0476  NAD 83(1986)-  38 38 48.04762(N)    110 32 41.98200(W) AD(       ) 3
 JN0476  NAD 27      -  38 38 48.12420(N)    110 32 39.45801(W) AD(       ) 3
 JN0476  NGVD 29 (07/19/86) 1545.4    (m)         5070.     (f) VERT ANG       
 JN0476
 JN0476.Superseded values are not recommended for survey control.
 JN0476
 JN0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0476.See file dsdata.pdf to determine how the superseded data were derived.
 JN0476
 JN0476_MARKER: DD = SURVEY DISK
 JN0476_SETTING: 0 = UNSPECIFIED SETTING
 JN0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0476+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2010
 JN0476
 JN0476  HISTORY     - Date     Condition        Report By
 JN0476  HISTORY     - 1952     MONUMENTED       USGS
 JN0476  HISTORY     - 20100506 GOOD             GEOCAC
 JN0476
 JN0476                          STATION DESCRIPTION
 JN0476
 JN0476'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0476'LOCATED ABOUT 30.0 MI. SW. OF TOWN OF GREEN RIVER, 20 MI. NE. OF
 JN0476'HANKSVILLE AND 3 MI. E. OF JUNCTION OF RD. TO TEMPLE MOUNTAIN AND
 JN0476'HIGHWAY U-24, ON W. END OF SAND RIDGE.
 JN0476'
 JN0476'TO REACH FROM EKKERS STORE IN HANKSVILLE, DRIVE N. ON STATE HIGHWAY 24
 JN0476'OLD RD. FOR 21.1 MI. TO TEMPLE MOUNTAIN TURNOFF, CONTINUE N. FOR 1.2
 JN0476'MI. TO STATE HIGHWAY 24 TURN RIGHT E. AND BEAR S. SO AS TO APPROACH
 JN0476'STATION FROM S. 0.9 MI.FROM STATE HIGHWAY 24 A 4-WHEEL DRIVE VEHICLE
 JN0476'IS NECESSARY.
 JN0476'
 JN0476'STATION MARK - STANDARD TABLET STAMPED ---DESERT 1952--- RIVETED TO
 JN0476'TOP OF 3/4 IN PIPE PROJECTING ABOUT 4 IN. ABOVE GROUND.
 JN0476'
 JN0476'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 JN0476'---NO.1 1952--- WELDED ON 1 1/2 PIPE PROJECTING ABOUT 6 IN., 20.28 FT.
 JN0476'FROM STATION MARK, S 58 DEG 59 MIN W.
 JN0476'
 JN0476'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED
 JN0476'---NO.2 1952--- WELDED ON 1 1/2 IN. PIPE PROJECTING ABOUT 6 IN. 26.62
 JN0476'FT. FROM STATION MARK, N 74 DEG 43 MIN E.
 JN0476
 JN0476                          STATION RECOVERY (2010)
 JN0476
 JN0476'RECOVERY NOTE BY GEOCACHING 2010 (JAC)
 JN0476'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0773 ***********************************************************************
 MS0773  DESIGNATION -  DESERT PEAK
 MS0773  PID         -  MS0773
 MS0773  STATE/COUNTY-  UT/BOX ELDER
 MS0773  COUNTRY     -  US
 MS0773  USGS QUAD   -  DESERT PEAK (2017)
 MS0773
 MS0773                         *CURRENT SURVEY CONTROL
 MS0773  ______________________________________________________________________
 MS0773* NAD 83(1994) POSITION- 41 11 09.68391(N) 113 22 05.42432(W)   ADJUSTED
 MS0773* NAVD 88 ORTHO HEIGHT -  1952.    (meters)     6404.    (feet) SCALED
 MS0773  ______________________________________________________________________
 MS0773  GEOID HEIGHT    -        -16.982 (meters)                     GEOID18
 MS0773  LAPLACE CORR    -          1.97  (seconds)                    DEFLEC18
 MS0773  HORZ ORDER      -  FIRST
 MS0773
 MS0773.The horizontal coordinates were established by classical geodetic methods
 MS0773.and adjusted by the National Geodetic Survey in November 1997.
 MS0773
 MS0773.The orthometric height was scaled from a topographic map.
 MS0773
 MS0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0773.GEOID18 height accuracy estimate available here.
 MS0773
 MS0773.Click photographs - Photos may exist for this station.
 MS0773
 MS0773.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0773
 MS0773. The following values were computed from the NAD 83(1994) position.
 MS0773
 MS0773;                    North         East     Units Scale Factor Converg.
 MS0773;SPC UT N     - 1,096,375.516   343,282.368   MT  0.99995748   -1 13 54.4
 MS0773;SPC UT N     - 3,597,025.34  1,126,252.24   sFT  0.99995748   -1 13 54.4
 MS0773;UTM  12      - 4,562,111.472   301,386.393   MT  1.00008551   -1 33 35.9
 MS0773
 MS0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0773!SPC UT N     -   0.99969657  x   0.99995748  =   0.99965406
 MS0773!UTM  12      -   0.99969657  x   1.00008551  =   0.99978205
 MS0773
 MS0773:                Primary Azimuth Mark                     Grid Az
 MS0773:SPC UT N     -  DESERT PEAK AZ MK                        292 31 07.7
 MS0773:UTM  12      -  DESERT PEAK AZ MK                        292 50 49.2
 MS0773
 MS0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL0138662111(NAD 83)
 MS0773
 MS0773|---------------------------------------------------------------------|
 MS0773| PID    Reference Object                     Distance      Geod. Az  |
 MS0773|                                                           dddmmss.s |
 MS0773| CM5458 DESERT PEAK RM 1                      4.691 METERS 00614     |
 MS0773| CM5459 DESERT PEAK RM 2                      4.672 METERS 17040     |
 MS0773| CM5457 DESERT PEAK AZ MK                                  2911713.3 |
 MS0773|---------------------------------------------------------------------|
 MS0773
 MS0773                          SUPERSEDED SURVEY CONTROL
 MS0773
 MS0773  NAD 83(1986)-  41 11 09.67330(N)    113 22 05.41403(W) AD(       ) 1
 MS0773  NAD 27      -  41 11 09.93387(N)    113 22 02.43933(W) AD(       ) 1
 MS0773  USCA        -  41 11 04.38000(N)    113 22 08.25000(W) AD(       ) 3
 MS0773
 MS0773.Superseded values are not recommended for survey control.
 MS0773
 MS0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0773.See file dsdata.pdf to determine how the superseded data were derived.
 MS0773
 MS0773_MARKER: DS = TRIANGULATION STATION DISK
 MS0773_SETTING: 66 = SET IN ROCK OUTCROP
 MS0773_STAMPING: DESERT PEAK 1940
 MS0773_MARK LOGO: CGS
 MS0773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0773+STABILITY: POSITION/ELEVATION WELL
 MS0773
 MS0773  HISTORY     - Date     Condition        Report By
 MS0773  HISTORY     - 1940     MONUMENTED       CGS
 MS0773
 MS0773                          STATION DESCRIPTION
 MS0773
 MS0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MS0773'STATION IS LOCATED ABOUT 42 MILES NE OF WENDOVER, 32 MILES
 MS0773'N BY E OF KNOLLS AND 31 MILES ESE OF LUCIN, ON A PROMINENT,
 MS0773'CONICAL PEAK, WHICH IS NEAR THE NORTHERN END OF NEWFOUNDLAND
 MS0773'ISLAND, AND IS THE HIGHEST PEAK OF THE ISLAND.
 MS0773'
 MS0773'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 MS0773'IN BARE QUARTZITE LEDGE ROCK ON HIGHEST POINT OF PEAK.
 MS0773'
 MS0773'AZIMUTH MARK IS ABOUT 1-1/2 MILES, AIRLINE, WNW OF STATION
 MS0773'AND 0.15 MILE E OF THE ROAD, ABOUT 50 FEET FROM THE EXTREME
 MS0773'N END OF THE W RIDGE OF THE VALLEY, WHICH LEADS TO THE OLD MINE
 MS0773'AND STATION.  THE POINT IS MARKED BY A ONE-INCH DRILL HOLE
 MS0773'IN THE TOP OF A POINT OF LEDGE ROCK.  THE HOLE IS ONE INCH
 MS0773'DEEP AND THERE IS A CROSS CHISELED IN THE BOTTOM OF THE HOLE.
 MS0773'THERE ARE ROCKS PILED AROUND THIS LEDGE ROCK AND THERE IS A
 MS0773'4-FOOT CAIRN ABOUT 20 FEET W, WHICH IS VISIBLE FROM THE ROAD
 MS0773'AT THE POINT MENTIONED IN DESCRIPTION BELOW.
 MS0773'
 MS0773'STATION IS REACHED FROM KNOLLS BY GOING E ON U.S. HIGHWAY 40,
 MS0773'11.9 MILES TO DIM, TRACK ROAD N AT SMALL CULVERT.  THIS POINT
 MS0773'IS 39.9 MILES W OF GRANTSVILLE AND 1.65 MILES W OF DONNER-REED
 MS0773'PARTY MONUMENT NO. 31.  GO NORTHWESTERLY ON THIS TRACK ACROSS
 MS0773'VALLEY IN ALMOST STRAIGHT LINE FOR 9.45 MILES TO FORK, TAKE
 MS0773'LEFT FORK, NORTHWESTERLY, PAST N END OF LOW HILLS, 5.85
 MS0773'MILES TO EDGE OF MUD FLAT.  CONTINUE NORTHWESTERLY ACROSS
 MS0773'MUD FLATS 2.7 MILES TO CROSS ROAD (LEFT-HAND ROAD LEADS TO
 MS0773'KNOLLS).  KEEP STRAIGHT AHEAD, NW, 5.9 MILES TO GRAVEL RIDGE.
 MS0773'KEEP STRAIGHT AHEAD TO FOOT OF RIDGE.  THENCE LEFT 0.9 MILE
 MS0773'TO EXTREME S POINT OF NEWFOUNDLAND ISLAND.  FOLLOW OLD TRACK
 MS0773'ROAD AROUND S POINT AND THEN N ALONG THE W SIDE OF THE
 MS0773'ISLAND, BETWEEN THE STEEP SLOPES ON RIGHT AND SAND DUNES ON
 MS0773'LEFT, FOR 4.25 MILES TO ROCK CAIRN ON RIGHT (SOUTH
 MS0773'NEWFOUNDLAND IS ON PEAK TO E).  CONTINUE N ALONG THE W
 MS0773'EDGE OF THE MOUNTAIN FOR 11.8 MILES TO THE N END OF A ROCK
 MS0773'RIDGE AND A LARGE VALLEY ON RIGHT, LEADING BACK SE TO THE
 MS0773'MAIN MOUNTAIN RANGE (AZIMUTH MARK IS ON THIS POINT OF ROCK).
 MS0773'CONTINUE 0.6 MILE TO OLD CROSS ROAD AND SIGN (WATER).  TURN
 MS0773'RIGHT, SE, UP THE VALLEY, ON ROUGH ROCKY ROAD, 2.0 MILES TO
 MS0773'OLD, STONE HOUSE ON LEFT AND MINE DUMP AND TIN BUILDINGS
 MS0773'AHEAD (END OF TRUCK TRAVEL).  PACK UP RIDGE TO SADDLE, THEN
 MS0773'LEFT TO HIGHEST POINT AND STATION, (2-HOUR PACK.)
 MS0773'
 MS0773'NOTE--STATION MAY BE REACHED FROM KNOLLS BY GOING E 1/4 MILE
 MS0773'TO CURVE IN ROAD, THENCE N ACROSS MUD FLATS 15-1/2 MILES TO
 MS0773'FIRST CROSS ROAD MENTIONED IN DESCRIPTION.  THIS ROUTE CAN
 MS0773'ONLY BE USED IN VERY DRY WEATHER.  EITHER ROUTE IS IMPASSABLE
 MS0773'FOR SEVERAL DAYS AFTER A HARD RAIN AND IN WINTER IS SOMETIMES
 MS0773'IMPASSABLE FOR WEEKS.  MAKE LOCAL INQUIRY ABOUT THESE ROADS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0772 ***********************************************************************
 MS0772  DESIGNATION -  DESERT PEAK CAIRN
 MS0772  PID         -  MS0772
 MS0772  STATE/COUNTY-  UT/BOX ELDER
 MS0772  COUNTRY     -  US
 MS0772  USGS QUAD   -  DESERT PEAK (2017)
 MS0772
 MS0772                         *CURRENT SURVEY CONTROL
 MS0772  ______________________________________________________________________
 MS0772* NAD 83(1994) POSITION- 41 11 09.64618(N) 113 22 05.36866(W)   ADJUSTED
 MS0772  ______________________________________________________________________
 MS0772  GEOID HEIGHT    -        -16.982 (meters)                     GEOID18
 MS0772  LAPLACE CORR    -          1.95  (seconds)                    DEFLEC18
 MS0772  HORZ ORDER      -  THIRD
 MS0772
 MS0772.The horizontal coordinates were established by classical geodetic methods
 MS0772.and adjusted by the National Geodetic Survey in November 1997.
 MS0772
 MS0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0772.GEOID18 height accuracy estimate available here.
 MS0772
 MS0772.Click photographs - Photos may exist for this station.
 MS0772
 MS0772.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0772
 MS0772. The following values were computed from the NAD 83(1994) position.
 MS0772
 MS0772;                    North         East     Units Scale Factor Converg.
 MS0772;SPC UT N     - 1,096,374.325   343,283.640   MT  0.99995748   -1 13 54.4
 MS0772;SPC UT N     - 3,597,021.43  1,126,256.41   sFT  0.99995748   -1 13 54.4
 MS0772;UTM  12      - 4,562,110.273   301,387.658   MT  1.00008551   -1 33 35.8
 MS0772
 MS0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL0138762110(NAD 83)
 MS0772
 MS0772                          SUPERSEDED SURVEY CONTROL
 MS0772
 MS0772  NAD 83(1986)-  41 11 09.62942(N)    113 22 05.34855(W) AD(       ) 3
 MS0772  NAD 27      -  41 11 09.91900(N)    113 22 02.45300(W) AD(       ) 3
 MS0772  USSD        -  41 11 10.83500(N)    113 22 03.11600(W) AD(       ) 3
 MS0772
 MS0772.Superseded values are not recommended for survey control.
 MS0772
 MS0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0772.See file dsdata.pdf to determine how the superseded data were derived.
 MS0772
 MS0772_MARKER: 72 = CAIRN
 MS0772
 MS0772  HISTORY     - Date     Condition        Report By
 MS0772  HISTORY     - 1892     FIRST OBSERVED   CGS
 MS0772
 MS0772                          STATION DESCRIPTION
 MS0772
 MS0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1892
 MS0772'STATION DESERT PK IS REACHED FROM KNOLLS BY GOING E ON U.S. HWY 40,
 MS0772'11.9 MILES TO DIM, TRACK ROAD N AT SMALL CULVERT.  THIS POINT
 MS0772'IS 39.9 MILES W OF GRANTSVILLE AND 1.65 MILES W OF DONNER-REED
 MS0772'PARTY MONUMENT NO. 31.  GO NORTHWESTERLY ON THIS TRACK ACROSS
 MS0772'VALLEY IN ALMOST STRAIGHT LINE FOR 9.45 MILES TO FORK, TAKE
 MS0772'LEFT FORK, NORTHWESTERLY, PAST N END OF LOW HILLS, 5.85
 MS0772'MILES TO EDGE OF MUD FLAT.  CONTINUE NORTHWESTERLY ACROSS
 MS0772'MUD FLATS 2.7 MILES TO CROSS ROAD (LEFT-HAND ROAD LEADS TO
 MS0772'KNOLLS).  KEEP STRAIGHT AHEAD, NW, 5.9 MILES TO GRAVEL RIDGE.
 MS0772'KEEP STRAIGHT AHEAD TO FOOT OF RIDGE.  THENCE LEFT 0.9 MILE
 MS0772'TO EXTREME S POINT OF NEWFOUNDLAND ISLAND.  FOLLOW OLD TRACK
 MS0772'ROAD AROUND S POINT AND THEN N ALONG THE W SIDE OF THE
 MS0772'ISLAND, BETWEEN THE STEEP SLOPES ON RIGHT AND SAND DUNES ON
 MS0772'LEFT, FOR 4.25 MILES TO ROCK CAIRN ON RIGHT (SOUTH
 MS0772'NEWFOUNDLAND IS ON PEAK TO E).  CONTINUE N ALONG THE W
 MS0772'EDGE OF THE MOUNTAIN FOR 11.8 MILES TO THE N END OF A ROCK
 MS0772'RIDGE AND A LARGE VALLEY ON RIGHT, LEADING BACK SE TO THE
 MS0772'MAIN MOUNTAIN RANGE.
 MS0772'CONTINUE 0.6 MILE TO OLD CROSS ROAD AND SIGN (WATER).  TURN
 MS0772'RIGHT, SE, UP THE VALLEY, ON ROUGH ROCKY ROAD, 2.0 MILES TO
 MS0772'OLD, STONE HOUSE ON LEFT AND MINE DUMP AND TIN BUILDINGS
 MS0772'AHEAD (END OF TRUCK TRAVEL).  PACK UP RIDGE TO SADDLE, THEN
 MS0772'LEFT TO HIGHEST POINT AND STATION DESERT PK, (2-HOUR PACK.)
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0509 ***********************************************************************
 LP0509  DESIGNATION -  DESERTA
 LP0509  PID         -  LP0509
 LP0509  STATE/COUNTY-  UT/TOOELE
 LP0509  COUNTRY     -  US
 LP0509  USGS QUAD   -  ARAGONITE NW (2017)
 LP0509
 LP0509                         *CURRENT SURVEY CONTROL
 LP0509  ______________________________________________________________________
 LP0509* NAD 83(1994) POSITION- 40 43 13.52223(N) 113 13 06.18454(W)   ADJUSTED
 LP0509* NAVD 88 ORTHO HEIGHT -  1295.29  (+/-2cm)     4249.6   (feet) VERTCON3
 LP0509  ______________________________________________________________________
 LP0509  GEOID HEIGHT    -        -17.849 (meters)                     GEOID18
 LP0509  LAPLACE CORR    -          1.64  (seconds)                    DEFLEC18
 LP0509  HORZ ORDER      -  FIRST
 LP0509  VERT ORDER      -  THIRD ? (See Below)
 LP0509
 LP0509.The horizontal coordinates were established by classical geodetic methods
 LP0509.and adjusted by the National Geodetic Survey in November 1997.
 LP0509
 LP0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0509
 LP0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0509.GEOID18 height accuracy estimate available here.
 LP0509
 LP0509.The vertical order pertains to the NGVD 29 superseded value.
 LP0509
 LP0509.Click photographs - Photos may exist for this station.
 LP0509
 LP0509.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0509
 LP0509. The following values were computed from the NAD 83(1994) position.
 LP0509
 LP0509;                    North         East     Units Scale Factor Converg.
 LP0509;SPC UT C     - 2,266,418.644   354,820.494   MT  1.00001828   -1 06 02.7
 LP0509;SPC UT C     - 7,435,741.83  1,164,106.90   sFT  1.00001828   -1 06 02.7
 LP0509;UTM  12      - 4,510,088.989   312,637.283   MT  1.00003211   -1 26 51.4
 LP0509
 LP0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0509!SPC UT C     -   0.99979965  x   1.00001828  =   0.99981793
 LP0509!UTM  12      -   0.99979965  x   1.00003211  =   0.99983176
 LP0509
 LP0509:                Primary Azimuth Mark                     Grid Az
 LP0509:SPC UT C     -  BLACK                                    069 29 23.7
 LP0509:UTM  12      -  BLACK                                    069 50 12.4
 LP0509
 LP0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL1263710088(NAD 83)
 LP0509
 LP0509|---------------------------------------------------------------------|
 LP0509| PID    Reference Object                     Distance      Geod. Az  |
 LP0509|                                                           dddmmss.s |
 LP0509| CM5465 HIGHWAY 40 ROW MARK                                0264504.4 |
 LP0509| LP0512 BLACK                               APPROX. 6.8 KM 0682321.0 |
 LP0509| LP0124 W 77                                 16.259 METERS 08508     |
 LP0509| CM5466 DESERTA RM 1                         16.169 METERS 34507     |
 LP0509|---------------------------------------------------------------------|
 LP0509
 LP0509                          SUPERSEDED SURVEY CONTROL
 LP0509
 LP0509  NAD 83(1986)-  40 43 13.51220(N)    113 13 06.17590(W) AD(       ) 1
 LP0509  NAD 27      -  40 43 13.74528(N)    113 13 03.23651(W) AD(       ) 1
 LP0509  NGVD 29            1294.32   (m)         4246.4    (f) LEVELING    3  
 LP0509
 LP0509.Superseded values are not recommended for survey control.
 LP0509
 LP0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0509.See file dsdata.pdf to determine how the superseded data were derived.
 LP0509
 LP0509_MARKER: DS = TRIANGULATION STATION DISK
 LP0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0509_STAMPING: DESERTA 1965
 LP0509_MARK LOGO: CGS
 LP0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0509+STABILITY: SURFACE MOTION
 LP0509
 LP0509  HISTORY     - Date     Condition        Report By
 LP0509  HISTORY     - 1965     MONUMENTED       CGS
 LP0509  HISTORY     - 1970     GOOD             NGS
 LP0509  HISTORY     - 1974     GOOD             NGS
 LP0509  HISTORY     - 1983     GOOD             DMA
 LP0509  HISTORY     - 1988     GOOD             DMA
 LP0509
 LP0509                          STATION DESCRIPTION
 LP0509
 LP0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0509'THE STATION IS LOCATED ABOUT 55 MILES WEST OF GRANTSVILLE,
 LP0509'ABOUT 43 MILES NORTHWEST OF DUGWAY, ABOUT 4 MILES EAST OF
 LP0509'KNOLLS AND ABOUT 1/2 MILE SOUTH OF U.S. HIGHWAY 40.
 LP0509'
 LP0509'TO REACH FROM KNOLLS, GO EAST ON U.S. HIGHWAY 40 FOR 3.9 MILES
 LP0509'TO A SIDE ROAD RIGHT AND AZIMUTH MARK, TURN RIGHT AND GO SOUTH ON
 LP0509'DIRT ROAD FOR 0.4 MILES TO A T ROAD JUST BEFORE REACHING
 LP0509'RAILROAD TRACKS, TURN RIGHT AND GO WEST ON TRACK ROAD FOR
 LP0509'0.25 MILE TO STATION.
 LP0509'
 LP0509'STATION MARK, A STANDARD DISK STAMPED DESERTA 1965, IS SET
 LP0509'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.
 LP0509'MARK IS 79 FEET NORTH-NORTHWEST OF MILE POST 849, 51 FEET
 LP0509'NORTH OF THE NORTH RAIL OF TRACKS AND 3.7 FEET EAST OF WITNESS
 LP0509'POST.
 LP0509'
 LP0509'REFERENCE MARK 1, A STANDARD DISK STAMPED DESERTA NO 1 1965,
 LP0509'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LP0509'4 INCHES.  THE MARK IS 102 FEET NORTH OF THE NORTH RAIL OF
 LP0509'TRACKS AND 52.0 FEET NORTH OF WITNESS POST.
 LP0509'
 LP0509'BM W 77 (REFERENCE MARK 2), A STANDARD BENCH MARK DISK STAMPED
 LP0509'W 77 1934, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 LP0509'PROJECTS 8 INCHES.  THE MARK IS 74 FEET NORTH OF MILE POST
 LP0509'849, 57 FEET NORTH OF THE NORTH RAIL OF TRACKS, 57.0 FEET
 LP0509'EAST OF WITNESS POST AND 10 FEET NORTH OF CENTER OF TRACK
 LP0509'ROAD.
 LP0509'
 LP0509'AZIMUTH MARK, A STATE HIGHWAY RIGHT-OF-WAY DISK, BRAZED TO
 LP0509'THE TOP OF A 2 INCH STEEL PIPE WHICH PROJECTS 8 INCHES.  THE
 LP0509'MARK IS 102 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 LP0509'40, 8 FEET EAST OF CENTER OF DIRT ROAD AND 2.7 FEET WEST
 LP0509'OF WITNESS POST.
 LP0509
 LP0509                          STATION RECOVERY (1970)
 LP0509
 LP0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LP0509'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 LP0509'CONDITION.  THE 1965 DESCRIPTION IS ADEQUATE.
 LP0509'
 LP0509'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LP0509'4 MILES EAST OF KNOLLS.
 LP0509
 LP0509                          STATION RECOVERY (1974)
 LP0509
 LP0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LP0509'THE STATION MARK, REFERENCE MARK 1 AND BENCH MARK W 77 WERE
 LP0509'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE STATE HIGHWAY
 LP0509'RIGHT-OF-WAY MARK, USED AS AN AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 LP0509'RECOVERED.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARK AND
 LP0509'THE BENCH MARK COMPARED FAVORABLY WITH THE 1965 OBSERVATIONS.  A
 LP0509'COMPLETE NEW DESCRIPTION FOLLOWS--
 LP0509'
 LP0509'THE STATION IS LOCATED ABOUT 45 MILES EAST OF WENDOVER, 40 MILES
 LP0509'WEST-NORTHWEST OF GRANTSVILLE, 4 MILES EAST OF KNOLLS, ABOUT 0.5
 LP0509'MILE SOUTH OF INTERSTATE HIGHWAY 80 AND ALONG THE NORTH SIDE OF THE
 LP0509'WESTERN PACIFIC RAILROAD TRACK.
 LP0509'
 LP0509'TO REACH THE STATION FROM THE EAST END OF THE OVERPASS OVER
 LP0509'INTERSTATE HIGHWAY 80 AT THE KNOLLS EXIT GO SOUTH ON THE SURFACED
 LP0509'ROAD FOR 0.1 MILE TO A DIM TRACK ROAD LEFT AT THE CURVE IN THE
 LP0509'SURFACED ROAD.  TURN LEFT AND GO SOUTH ON THE TRACK ROAD FOR 0.2
 LP0509'MILE TO A T-INTERSECTION AND THE RAILROAD TRACKS.  TURN LEFT AND
 LP0509'GO EAST ALONG THE NORTH SIDE OF THE TRACK FOR 2.0 MILES TO THE
 LP0509'STATION ON THE LEFT.
 LP0509'
 LP0509'THE STATION MARK IS A STANDARD DISK STAMPED DESERTA 1965, SET IN
 LP0509'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 LP0509'AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 79 FEET
 LP0509'NORTHWEST OF RAILROAD MILE POST 849, 51 FEET NORTH OF THE NORTH
 LP0509'RAIL AND 4 FEET EAST OF A METAL WITNESS POST.
 LP0509'
 LP0509'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DESERTA NO 1 1965, SET
 LP0509'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 LP0509'DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 132
 LP0509'FEET NORTHWEST OF RAILROAD MILE POST 849, 103 FEET NORTH OF THE
 LP0509'NORTH RAIL AND 52 FEET NORTH OF THE METAL WITNESS POST.
 LP0509'
 LP0509'BENCH MARK W 77, USED AS REFERENCE MARK 2, IS A STANDARD BENCH MARK
 LP0509'DISK STAMPED W 77 1934, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 LP0509'MONUMENT THAT PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LP0509'74 FEET NORTH-NORTHEAST OF THE RAILROAD MILE POST 849, 57 FEET
 LP0509'NORTH OF THE NORTH RAIL AND 57 FEET EAST OF THE METAL WITNESS POST.
 LP0509'
 LP0509'THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 LP0509'
 LP0509'AN AZIMUTH MARK WAS NOT ESTABLISHED AT THIS DATE.
 LP0509'
 LP0509'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LP0509'4 MILES EAST OF KNOLLS.
 LP0509
 LP0509                          STATION RECOVERY (1983)
 LP0509
 LP0509'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983 (DAC)
 LP0509'DESERTA 1965 RECOVERED GOOD.
 LP0509'
 LP0509'DESCRIPTION ADEQUATE AND CORRECT.
 LP0509
 LP0509                          STATION RECOVERY (1988)
 LP0509
 LP0509'RECOVERY NOTE BY DEFENSE MAP AGENCY 1988 (RFA)
 LP0509'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0446 ***********************************************************************
 KO0446  DESIGNATION -  DETROIT
 KO0446  PID         -  KO0446
 KO0446  STATE/COUNTY-  UT/TOOELE
 KO0446  COUNTRY     -  US
 KO0446  USGS QUAD   -  DUGWAY RANGE NW (2017)
 KO0446
 KO0446                         *CURRENT SURVEY CONTROL
 KO0446  ______________________________________________________________________
 KO0446* NAD 83(1994) POSITION- 39 57 03.79925(N) 113 08 25.84291(W)   ADJUSTED
 KO0446* NAVD 88 ORTHO HEIGHT -  2058.9   (meters)     6755.    (feet) VERTCON3
 KO0446  ______________________________________________________________________
 KO0446  GEOID HEIGHT    -        -18.866 (meters)                     GEOID18
 KO0446  LAPLACE CORR    -          6.79  (seconds)                    DEFLEC18
 KO0446  HORZ ORDER      -  FIRST
 KO0446
 KO0446.The horizontal coordinates were established by classical geodetic methods
 KO0446.and adjusted by the National Geodetic Survey in November 1997.
 KO0446
 KO0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0446
 KO0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0446.GEOID18 height accuracy estimate available here.
 KO0446
 KO0446.Click photographs - Photos may exist for this station.
 KO0446
 KO0446.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0446
 KO0446. The following values were computed from the NAD 83(1994) position.
 KO0446
 KO0446;                    North         East     Units Scale Factor Converg.
 KO0446;SPC UT C     - 2,180,882.811   359,832.148   MT  0.99990087   -1 03 03.2
 KO0446;SPC UT C     - 7,155,113.02  1,180,549.31   sFT  0.99990087   -1 03 03.2
 KO0446;UTM  12      - 4,424,518.674   317,148.612   MT  1.00001162   -1 22 29.5
 KO0446
 KO0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0446!SPC UT C     -   0.99968006  x   0.99990087  =   0.99958097
 KO0446!UTM  12      -   0.99968006  x   1.00001162  =   0.99969168
 KO0446
 KO0446:                Primary Azimuth Mark                     Grid Az
 KO0446:SPC UT C     -  DETROIT AZ MK                            140 11 17.6
 KO0446:UTM  12      -  DETROIT AZ MK                            140 30 43.9
 KO0446
 KO0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK1714824518(NAD 83)
 KO0446
 KO0446|---------------------------------------------------------------------|
 KO0446| PID    Reference Object                     Distance      Geod. Az  |
 KO0446|                                                           dddmmss.s |
 KO0446| CM5467 DETROIT AZ MK                                      1390814.4 |
 KO0446| CM5468 DETROIT RM 1                         13.332 METERS 15816     |
 KO0446| LP0567 CAUSEWAY W                          APPROX.47.6 KM 2883146.6 |
 KO0446| CM5469 DETROIT RM 2                         16.659 METERS 35334     |
 KO0446|---------------------------------------------------------------------|
 KO0446
 KO0446                          SUPERSEDED SURVEY CONTROL
 KO0446
 KO0446  NAD 83(1986)-  39 57 03.79120(N)    113 08 25.82914(W) AD(       ) 1
 KO0446  NAD 27      -  39 57 03.99330(N)    113 08 22.91875(W) AD(       ) 1
 KO0446  NGVD 29 (07/19/86) 2057.8    (m)         6751.     (f) VERT ANG       
 KO0446
 KO0446.Superseded values are not recommended for survey control.
 KO0446
 KO0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0446.See file dsdata.pdf to determine how the superseded data were derived.
 KO0446
 KO0446_MARKER: DD = SURVEY DISK
 KO0446_SETTING: 66 = SET IN ROCK OUTCROP
 KO0446_STAMPING: DETROIT 1952
 KO0446_MARK LOGO: USGS
 KO0446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0446+STABILITY: POSITION/ELEVATION WELL
 KO0446
 KO0446  HISTORY     - Date     Condition        Report By
 KO0446  HISTORY     - 1952     MONUMENTED       USGS
 KO0446  HISTORY     - 1952     GOOD             CGS
 KO0446  HISTORY     - 1965     GOOD             CGS
 KO0446
 KO0446                          STATION DESCRIPTION
 KO0446
 KO0446'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 KO0446'LOCATED ABOUT 13.0 MI. SW. OF DOG AREA OF THE DUGWAY PROVING GROUNDS,
 KO0446'ABOUT 15.0 MI. NE. OF FISH SPRINGS (AIRLINE DISTANCES), ON HIGHEST
 KO0446'POINT OF THE N. END OF THE DUGWAY MOUNTAIN RANGE.
 KO0446'
 KO0446'TO REACH FROM DELTA, DRIVE W. AND N. ON STATE HIGHWAY 99 FOR 7.0 MI.
 KO0446'TO CROSSROADS, TURN LEFT (W.) 7.1 MI. TO END OF OILED RD., GO N. AND
 KO0446'W. 3.9 MI. TO CROSSROADS, GO STRAIGHT AHEAD (NW.) 10.0 MI. TO Y-RD.,
 KO0446'GO RIGHT (NW.) ON MAIN RD. 7.6 MI. TO CROSSROADS, GO RIGHT (NE.)
 KO0446'0.9 MI. TO Y-RD., GO RIGHT (E.) 1.0 MI. TO A T-RD., GO LEFT (N.) 14.4
 KO0446'MI. TO T-RD. BY A GOVERNMENT WELL, GO LEFT (W.) 0.4 MI. TO A T-RD.,
 KO0446'GO NORTHERLY ON MAIN RD. 9.8 MI. TO DIM Y-RD. AT THE N. END OF A LONG
 KO0446'CURVE, GO LEFT (NW.) ABOUT 200 FT. TO CROSSROADS, GO LEFT (S.) 0.2 MI.
 KO0446'TO A T-RD., GO LEFT (SE.) 0.7 MI. TO A Y-RD., GO RIGHT (SW.) ACROSS
 KO0446'COUNTRY UP DRAINS 2.3 MI. TO END OF TRUCK TRAVEL, ABOUT 1.0 MI. NE.
 KO0446'OF STATION.  PACK SW. UP VALLEY TO RIDGE AND UP RIDGE TO HIGHEST W.
 KO0446'PEAK AND STATION.  ABOUT 1 HOUR PACK.
 KO0446'
 KO0446'RECOVERED IN GOOD CONDITION.
 KO0446'
 KO0446'STATION MARK--STANDARD TABLET, STAMPED ---DETROIT 1952---, CEMENTED
 KO0446'IN ROCK OUTCROP CENTERED UNDER 4.6 FT. CAIRN.
 KO0446'
 KO0446'REFERENCE MARK NO. 1--COPPER NAIL WITH WASHER, IN ROOT OF TREE,
 KO0446'54.68 FT. FROM STATION MARK, S 37 DEG 20 MIN E.
 KO0446'
 KO0446'REFERENCE MARK NO. 2--COPPER NAIL WITH WASHER, IN ROOT OF TREE,
 KO0446'30.82 FT. FROM STATION MARK, S 75 DEG 03 MIN W.
 KO0446
 KO0446                          STATION RECOVERY (1952)
 KO0446
 KO0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 KO0446'RECOVERED IN GOOD CONDITION.
 KO0446
 KO0446                          STATION RECOVERY (1965)
 KO0446
 KO0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 KO0446'THE STATION IS LOCATED AIRLINE, ABOUT 40 MILES SOUTHWEST OF
 KO0446'DUGWAY (EASY AREA), 38 MILES NORTHWEST OF DELTA, 36 MILES
 KO0446'EAST-SOUTHEAST OF CALLAO AND IS ON A HIGH PROMINENT MOUNTAIN
 KO0446'WHICH IS ABOUT 0.2 MILE NORTH OF THE HIGHEST POINT OF THE RIDGE.
 KO0446'
 KO0446'TO REACH THE STATION FROM THE GUARD GATE AT DUGWAY (EASY AREA),
 KO0446'GO WESTERLY ON A GRAVEL ROAD FOR 6.8 MILES TO A FORK.  KEEP THE
 KO0446'RIGHT FORK AND CONTINUE WESTERLY ON A GRAVEL ROAD FOR 2.8
 KO0446'MILES TO A CROSSROAD.  TURN RIGHT AS PER SIGN CALLAO AND GO
 KO0446'WEST ON A GRAVEL ROAD FOR 26.3 MILES TO A SIDE ROAD LEFT AND
 KO0446'SIGN DELTA 54.  CONTINUE WEST ON THE ROAD FOR 0.4 MILE TO A
 KO0446'BLADED SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON THE BLADED
 KO0446'ROAD FOR 7.9 MILES TO SOME CORRALS ON THE LEFT.  CONTINUE
 KO0446'NORTHERLY ON THE ROAD FOR 1.3 MILES TO A TRACK ROAD LEFT.
 KO0446'TURN LEFT AND GO WESTERLY ON A TRACK ROAD FOR 0.7 MILE TO A
 KO0446'FORK.  KEEP THE RIGHT FORK AND CONTINUE WESTERLY UP A CANYON
 KO0446'ON A TRACK ROAD FOR 1.9 MILES TO THE END OF THE ROAD AT
 KO0446'THE FORKS OF A DRAW.  CROSS THE DRAW AND CONTINUE
 KO0446'STRAIGHT AHEAD, SOUTHERLY, FOR ABOUT 0.2 MILE TO A NARROW
 KO0446'CANYON AND THE END OF TRUCK TRAVEL.  PACK SOUTHERLY UP THE
 KO0446'VERY STEEP AND NARROW CANYON FOR ABOUT 1/2 MILE TO THE HEAD
 KO0446'OF THE CANYON, HERE BEAR RIGHT ONTO RIDGE TO THE CREST
 KO0446'THENCE LEFT ALONG THE RIDGES, KEEPING THE RIGHT RIDGES
 KO0446'IN A SOUTH-SOUTHEASTERLY DIRECTION FOR A DISTANCE OF
 KO0446'ABOUT 1-1/2 MILES TO TOP OF HIGH, PROMINENT MOUNTAIN AND THE
 KO0446'STATION.  THE STATION HILL IS NOT VISIBLE UNTIL A POINT IS
 KO0446'REACHED ABOUT 1/10 MILE EAST OF STATION.  A 3-HOUR
 KO0446'PACK.
 KO0446'
 KO0446'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 KO0446'STAMPED DETROIT 1952, CEMENTED IN A DRILL HOLE IN BEDROCK WHICH
 KO0446'IS FLUSH WITH THE GROUND SURFACE.  IT IS ON THE HIGHEST POINT
 KO0446'IN THE IMMEDIATE VICINITY.
 KO0446'
 KO0446'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DETROIT USGS
 KO0446'NO 1 1965, CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS
 KO0446'ABOUT 6 INCHES ABOVE THE GENERAL AREA AND IS ABOUT 4 FEET
 KO0446'LOWER IN ELEVATION THAN THE STATION.
 KO0446'
 KO0446'REFERENCE MARK 2 IS BRONZE DISK, UNSTAMPED, SET IN THE TOP
 KO0446'OF AN IRREGULAR MASS OF CONCRETE WHICH IS FLUSH WITH THE
 KO0446'GROUND SURFACE AND IS ABOUT 8 FEET LOWER IN ELEVATION THAN
 KO0446'THE STATION.
 KO0446'
 KO0446'AZIMUTH MARK IS A STANDARD DISK, STAMPED DETROIT USGS 1965,
 KO0446'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS FLUSH WITH
 KO0446'THE GENERAL AREA.  IT IS ABOUT 200 FEET WEST AND 75 FEET LOWER
 KO0446'THAN THE HIGHEST POINT.
 KO0446'
 KO0446'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0496 ***********************************************************************
 JN0496  DESIGNATION -  DEVIL
 JN0496  PID         -  JN0496
 JN0496  STATE/COUNTY-  UT/EMERY
 JN0496  COUNTRY     -  US
 JN0496  USGS QUAD   -  COPPER GLOBE (2017)
 JN0496
 JN0496                         *CURRENT SURVEY CONTROL
 JN0496  ______________________________________________________________________
 JN0496* NAD 83(1994) POSITION- 38 48 43.49422(N) 110 56 08.66937(W)   ADJUSTED
 JN0496* NAVD 88 ORTHO HEIGHT -  2260.0   (meters)     7415.    (feet) VERTCON3
 JN0496  ______________________________________________________________________
 JN0496  GEOID HEIGHT    -        -18.163 (meters)                     GEOID18
 JN0496  LAPLACE CORR    -          3.03  (seconds)                    DEFLEC18
 JN0496  HORZ ORDER      -  THIRD
 JN0496
 JN0496.The horizontal coordinates were established by classical geodetic methods
 JN0496.and adjusted by the National Geodetic Survey in November 1997.
 JN0496
 JN0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0496
 JN0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0496.GEOID18 height accuracy estimate available here.
 JN0496
 JN0496.Click photographs - Photos may exist for this station.
 JN0496
 JN0496.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0496
 JN0496. The following values were computed from the NAD 83(1994) position.
 JN0496
 JN0496;                    North         East     Units Scale Factor Converg.
 JN0496;SPC UT C     - 2,053,306.724   549,011.173   MT  1.00005677   +0 21 41.2
 JN0496;SPC UT C     - 6,736,557.14  1,801,214.16   sFT  1.00005677   +0 21 41.2
 JN0496;UTM  12      - 4,295,925.388   505,578.945   MT  0.99960038   +0 02 25.0
 JN0496
 JN0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0496!SPC UT C     -   0.99964837  x   1.00005677  =   0.99970512
 JN0496!UTM  12      -   0.99964837  x   0.99960038  =   0.99924889
 JN0496
 JN0496:                Primary Azimuth Mark                     Grid Az
 JN0496:SPC UT C     -  SAN RAFAEL KNOB                          088 43 38.7
 JN0496:UTM  12      -  SAN RAFAEL KNOB                          089 02 54.9
 JN0496
 JN0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH0557895925(NAD 83)
 JN0496
 JN0496|---------------------------------------------------------------------|
 JN0496| PID    Reference Object                     Distance      Geod. Az  |
 JN0496|                                                           dddmmss.s |
 JN0496| JN0493 SAN RAFAEL KNOB                     APPROX. 7.1 KM 0890519.9 |
 JN0496|---------------------------------------------------------------------|
 JN0496
 JN0496                          SUPERSEDED SURVEY CONTROL
 JN0496
 JN0496  NAD 83(1986)-  38 48 43.48503(N)    110 56 08.66395(W) AD(       ) 3
 JN0496  NAD 27      -  38 48 43.55819(N)    110 56 06.08274(W) AD(       ) 3
 JN0496  NGVD 29 (07/19/86) 2258.8    (m)         7411.     (f) VERT ANG       
 JN0496
 JN0496.Superseded values are not recommended for survey control.
 JN0496
 JN0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0496.See file dsdata.pdf to determine how the superseded data were derived.
 JN0496
 JN0496_MARKER: DB = BENCH MARK DISK
 JN0496_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JN0496_STAMPING: DEVIL 1952
 JN0496_MARK LOGO: USGS
 JN0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0496+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2020
 JN0496
 JN0496  HISTORY     - Date     Condition        Report By
 JN0496  HISTORY     - 1952     MONUMENTED       USGS
 JN0496  HISTORY     - 20201020 GOOD             PEAKBG
 JN0496
 JN0496                          STATION DESCRIPTION
 JN0496
 JN0496'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0496'LOCATED 31 MI. SE. OF FERRON, 7.0 MI. W. OF SAN RAFAEL KNOB, ON
 JN0496'HIGHEST POINT OF TIMBERED  N-S. DIVIDE W. OF SAN RAFAEL KNOB, S. OF
 JN0496'DEVIL CANYON AND N. OF KIMBALL DRAW.  THERE IS A 16 FT. OBSERVING
 JN0496'TOWER OVER STATION.
 JN0496'
 JN0496'STATION REACHED BY HELICOPTER.
 JN0496'
 JN0496'STATION MARK - STANDARD TABLET STAMPED ---DEVIL 1952--- BRAZED ON IRON
 JN0496'PIPE SET IN EARTH AND PROJECTING 1 FT. ABOVE GROUND.
 JN0496'
 JN0496'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER SET IN BLAZE IN JUNIPER
 JN0496'TREE 61.25 FT. FROM STATION MARK, S 34 DEG 46 MIN E.
 JN0496'
 JN0496'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER IN BLAZE IN JUNIPER TREE,
 JN0496'58.20 FT. FROM STATION MARK, N 24 DEG 24 MIN E.
 JN0496
 JN0496                          STATION RECOVERY (2020)
 JN0496
 JN0496'RECOVERY NOTE BY PEAK BAGGER 2020 (TWG)
 JN0496'TO REACH FROM IH-70, TAKE EXIT 116 SOUTH AND FOLLOW THE MAIN DIRT ROAD
 JN0496'FOR 1.4 MI (2.3 KM).  THEN CONTINUE STRAIGHT ON A POOR SANDY AND ROUGH
 JN0496'ROAD FOR 0.9 MI (1.4 KM).  TURN RIGHT ONTO COPPER GLOBE ROAD AND GO 4
 JN0496'MI (6.4 KM) TO THE EAST SIDE OF COPPER GLOBE.  TAKE THE LEFT FORK AND
 JN0496'GO SOUTH AND SOUTHWEST FOR 2.75 MI (4.42 KM).  TAKE THE RIGHT FORK AND
 JN0496'GO 1 MI (1.6 KM) THEN TAKE THE RIGHT FORK AND GO 2.5 MI (4.0 KM).
 JN0496'FROM HERE HIKE SOUTHERLY UP THE RIDGE TO THE TOP OF THE HILL AND THE
 JN0496'STATION.  DUE TO THE DEEP SAND 4WD IS RECOMMENDED.
 JN0496'
 JN0496'THE REFERENCE MARKS WERE NOT SEARCHED FOR.  THE 16 FT (4.9 M)
 JN0496'OBSERVING TOWER HAS COLLAPSED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0361 ***********************************************************************
 KM0361  DESIGNATION -  DEVIL
 KM0361  PID         -  KM0361
 KM0361  STATE/COUNTY-  UT/UINTAH
 KM0361  COUNTRY     -  US
 KM0361  USGS QUAD   -  CHICKEN FORK (2017)
 KM0361
 KM0361                         *CURRENT SURVEY CONTROL
 KM0361  ______________________________________________________________________
 KM0361* NAD 83(1994) POSITION- 39 28 13.55304(N) 109 48 34.97665(W)   ADJUSTED
 KM0361* NAVD 88 ORTHO HEIGHT -  2524.4   (meters)     8282.    (feet) VERTCON3
 KM0361  ______________________________________________________________________
 KM0361  GEOID HEIGHT    -        -17.287 (meters)                     GEOID18
 KM0361  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 KM0361  HORZ ORDER      -  THIRD
 KM0361
 KM0361.The horizontal coordinates were established by classical geodetic methods
 KM0361.and adjusted by the National Geodetic Survey in November 1997.
 KM0361
 KM0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0361
 KM0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0361.GEOID18 height accuracy estimate available here.
 KM0361
 KM0361.Click photographs - Photos may exist for this station.
 KM0361
 KM0361.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0361
 KM0361. The following values were computed from the NAD 83(1994) position.
 KM0361
 KM0361;                    North         East     Units Scale Factor Converg.
 KM0361;SPC UT C     - 2,127,613.404   645,428.266   MT  0.99991894   +1 04 57.9
 KM0361;SPC UT C     - 6,980,344.98  2,117,542.57   sFT  0.99991894   +1 04 57.9
 KM0361;UTM  12      - 4,369,659.064   602,384.246   MT  0.99972906   +0 45 24.1
 KM0361
 KM0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0361!SPC UT C     -   0.99960682  x   0.99991894  =   0.99952579
 KM0361!UTM  12      -   0.99960682  x   0.99972906  =   0.99933598
 KM0361
 KM0361:                Primary Azimuth Mark                     Grid Az
 KM0361:SPC UT C     -  1 48 A                                   039 52 32.5
 KM0361:UTM  12      -  1 48 A                                   040 12 06.3
 KM0361
 KM0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ0238469659(NAD 83)
 KM0361
 KM0361|---------------------------------------------------------------------|
 KM0361| PID    Reference Object                     Distance      Geod. Az  |
 KM0361|                                                           dddmmss.s |
 KM0361| KM0383 1 48 A                              APPROX. 5.9 KM 0405730.4 |
 KM0361|---------------------------------------------------------------------|
 KM0361
 KM0361                          SUPERSEDED SURVEY CONTROL
 KM0361
 KM0361  NAD 83(1986)-  39 28 13.52500(N)    109 48 34.96087(W) AD(       ) 3
 KM0361  NAD 27      -  39 28 13.63293(N)    109 48 32.45024(W) AD(       ) 3
 KM0361  NGVD 29 (07/19/86) 2523.1    (m)         8278.     (f) VERT ANG       
 KM0361
 KM0361.Superseded values are not recommended for survey control.
 KM0361
 KM0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0361.See file dsdata.pdf to determine how the superseded data were derived.
 KM0361
 KM0361_MARKER: DD = SURVEY DISK
 KM0361_SETTING: 80 = SET IN A BOULDER
 KM0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0361+STABILITY: SURFACE MOTION
 KM0361
 KM0361  HISTORY     - Date     Condition        Report By
 KM0361  HISTORY     - 1953     MONUMENTED       USGS
 KM0361
 KM0361                          STATION DESCRIPTION
 KM0361
 KM0361'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 KM0361'LOCATED ABOUT 43 MI. S. OF OURAY, 6 MI. SW. OF MOUTH OF BIG DOGGIE
 KM0361'CANYON AND HILL CREEK, ON N. POINT OF HIGH BALD RIDGE BETWEEN CHANDLER
 KM0361'CANYON TO W. AND BIG DOGGIE CANYON TO E.
 KM0361'
 KM0361'TO REACH FROM OURAY, DRIVE 45.6 MI. S. ON RIDGE RD. ACROSS WILD HORSE
 KM0361'BENCH, TAKE RIGHT FORK 0.05 MI., TAKE LEFT FORK UP DUGWAY 6.5 MI. TO
 KM0361'RD. FORKS, TAKE LEFT FORK AND FOLLOW RD. IN SOUTHEASTERLY DIRECTION 7
 KM0361'MI.  STATION IS ABOUT 400 FT. E. OF RD. ON BARE TOP.
 KM0361'
 KM0361'STATION REACHED BY HELICOPTER.
 KM0361'
 KM0361'STATION MARK--STANDARD TABLET, STAMPED ---DEVIL 1953---, SET IN
 KM0361'EMBEDDED BOULDER.
 KM0361'
 KM0361'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3660 ***********************************************************************
 AA3660  CBN         -  This is a Cooperative Base Network Control Station.
 AA3660  DESIGNATION -  DEVIL
 AA3660  PID         -  AA3660
 AA3660  STATE/COUNTY-  UT/IRON
 AA3660  COUNTRY     -  US
 AA3660  USGS QUAD   -  UVADA (2017)
 AA3660
 AA3660                         *CURRENT SURVEY CONTROL
 AA3660  ______________________________________________________________________
 AA3660* NAD 83(2011) POSITION- 37 43 42.08416(N) 114 01 52.68681(W)   ADJUSTED
 AA3660* NAD 83(2011) ELLIP HT-  1708.576 (meters)        (06/27/12)   ADJUSTED
 AA3660* NAD 83(2011) EPOCH   -  2010.00
 AA3660* NAVD 88 ORTHO HEIGHT -  1731.8   (meters)     5682.    (feet) GPS OBS
 AA3660  ______________________________________________________________________
 AA3660  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3660  GEOID HEIGHT    -         -22.89 (meters)                     GEOID93
 AA3660  GEOID HEIGHT    -        -23.205 (meters)                     GEOID18
 AA3660  NAD 83(2011) X  - -2,057,471.462 (meters)                     COMP
 AA3660  NAD 83(2011) Y  - -4,614,370.428 (meters)                     COMP
 AA3660  NAD 83(2011) Z  -  3,882,686.448 (meters)                     COMP
 AA3660  LAPLACE CORR    -          0.64  (seconds)                    DEFLEC18
 AA3660
 AA3660  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3660  Standards:
 AA3660         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3660            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3660  -------------------------------------------------------------------
 AA3660  NETWORK    1.14   1.92           0.53   0.37   0.98     -0.13767219
 AA3660  -------------------------------------------------------------------
 AA3660  Click here for local accuracies and other accuracy information.
 AA3660
 AA3660.The horizontal coordinates were established by GPS observations
 AA3660.and adjusted by the National Geodetic Survey in June 2012.
 AA3660
 AA3660.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3660.been affixed to the stable North American tectonic plate. See 
 AA3660.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3660
 AA3660.The horizontal coordinates are valid at the epoch date displayed above
 AA3660.which is a decimal equivalence of Year/Month/Day.
 AA3660
 AA3660.The orthometric height was determined by GPS observations and a
 AA3660.high-resolution geoid model.
 AA3660
 AA3660.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3660.GEOID18 height accuracy estimate available here.
 AA3660
 AA3660.Click photographs - Photos may exist for this station.
 AA3660
 AA3660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3660
 AA3660.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3660
 AA3660.The ellipsoidal height was determined by GPS observations
 AA3660.and is referenced to NAD 83.
 AA3660
 AA3660. The following values were computed from the NAD 83(2011) position.
 AA3660
 AA3660;                    North         East     Units Scale Factor Converg.
 AA3660;SPC UT S     - 3,120,849.644   276,889.937   MT  0.99995177   -1 33 03.2
 AA3660;SPC UT S     -10,238,987.54    908,429.73   sFT  0.99995177   -1 33 03.2
 AA3660;UTM  11      - 4,179,826.046   761,631.921   MT  1.00044320   +1 49 03.5
 AA3660;UTM  12      - 4,180,003.024   232,849.506   MT  1.00047916   -1 51 21.6
 AA3660
 AA3660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3660!SPC UT S     -   0.99973196  x   0.99995177  =   0.99968375
 AA3660!UTM  11      -   0.99973196  x   1.00044320  =   1.00017504
 AA3660!UTM  12      -   0.99973196  x   1.00047916  =   1.00021100
 AA3660
 AA3660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB6163179826(NAD 83)
 AA3660
 AA3660                          SUPERSEDED SURVEY CONTROL
 AA3660
 AA3660  NAD 83(2007)-  37 43 42.08370(N)    114 01 52.68674(W) AD(2002.00) 0
 AA3660  ELLIP H (02/10/07) 1708.583  (m)                       GP(2002.00)    
 AA3660  ELLIP H (11/14/01) 1708.506  (m)                       GP(       ) 4 2
 AA3660  NAD 83(1994)-  37 43 42.08281(N)    114 01 52.68462(W) AD(       ) B
 AA3660  ELLIP H (04/21/95) 1708.694  (m)                       GP(       ) 4 1
 AA3660
 AA3660.Superseded values are not recommended for survey control.
 AA3660
 AA3660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3660.See file dsdata.pdf to determine how the superseded data were derived.
 AA3660
 AA3660_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3660_SETTING: 80 = SET IN A BOULDER
 AA3660_STAMPING: DEVIL 1994
 AA3660_MARK LOGO: NGS
 AA3660_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3660+STABILITY: SURFACE MOTION
 AA3660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3660+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 AA3660
 AA3660  HISTORY     - Date     Condition        Report By
 AA3660  HISTORY     - 1993     MONUMENTED       NGS
 AA3660  HISTORY     - 20060125 GOOD             SUNENG
 AA3660
 AA3660                          STATION DESCRIPTION
 AA3660
 AA3660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 AA3660'STATION IS LOCATED ABOUT 12 KM (7.45 MI) SOUTHWEST OF MODENA, 1.94 KM
 AA3660'(1.20 MI) NORTHEAST ALONG STATE HIGHWAY 56 FROM THE UTAH-NEVADA STATE
 AA3660'LINE, AT MILE 1.2, NEAR THE SOUTHWEST EDGE OF A HIGHWAY CUT IN A ROCKY
 AA3660'RIDGE, 4 M (13.1 FT) HIGHER THAN THE HIGHWAY, ON ROAD RIGHT-OF-WAY, IN
 AA3660'CENTRAL SECTION 25, T 35 S, R 20 W. OWNERSHIP--STATE DEPARTMENT OF
 AA3660'TRANSPORTATION. TO REACH FROM THE RAILROAD UNDERPASS JUST NORTHEAST OF
 AA3660'MODENA, GO WESTERLY ON STATE HIGHWAY 56 FOR 13.42 KM (8.35 MI) TO THE
 AA3660'FAR END OF A HIGHWAY CUT AND THE STATION ON THE LEFT. STATION MARK IS
 AA3660'A DISK SET FLUSH IN THE TOP CENTER OF AN 0.8 M (2.6 FT) X 2.5 M (8.2
 AA3660'FT) NORTH-SOUTH BOULDER THAT PROJECTS 0.4 M (1.3 FT) ON ITS WEST SIDE.
 AA3660'IT IS 12.8 M (42.0 FT) SOUTHEAST OF, AND 4 M (13.1 FT) HIGHER THAN THE
 AA3660'HIGHWAY CENTER, 4 M (13.1 FT) SOUTHEAST OF THE CUTBANK EDGE, AND 4 M
 AA3660'(13.1 FT) NORTHEAST OF THE SOUTHWEST EDGE OF THE RIDGE. DESCRIBED BY
 AA3660'G.R.HEID
 AA3660
 AA3660                          STATION RECOVERY (2006)
 AA3660
 AA3660'RECOVERY NOTE BY SUNRISE ENGINEERING 2006
 AA3660'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES --
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0024 ***********************************************************************
 MS0024  DESIGNATION -  DEWEY
 MS0024  PID         -  MS0024
 MS0024  STATE/COUNTY-  UT/BOX ELDER
 MS0024  COUNTRY     -  US
 MS0024  USGS QUAD   -  HONEYVILLE (2017)
 MS0024
 MS0024                         *CURRENT SURVEY CONTROL
 MS0024  ______________________________________________________________________
 MS0024* NAD 83(1986) POSITION- 41 42 54.     (N) 112 05 48.     (W)   SCALED
 MS0024* NAVD 88 ORTHO HEIGHT -  1320.707 (meters)     4333.02  (feet) ADJUSTED
 MS0024  ______________________________________________________________________
 MS0024  GEOID HEIGHT    -        -15.633 (meters)                     GEOID18
 MS0024  DYNAMIC HEIGHT  -       1319.798 (meters)     4330.04  (feet) COMP
 MS0024  MODELED GRAVITY -    979,888.9   (mgal)                       NAVD 88
 MS0024
 MS0024  VERT ORDER      -  FIRST     CLASS I
 MS0024
 MS0024.The horizontal coordinates were scaled from a map and have
 MS0024.an estimated accuracy of +/- 6 seconds.
 MS0024
 MS0024.The orthometric height was determined by differential leveling and
 MS0024.adjusted by the NATIONAL GEODETIC SURVEY
 MS0024.in June 1991.
 MS0024
 MS0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0024.GEOID18 height accuracy estimate available here.
 MS0024
 MS0024.Click photographs - Photos may exist for this station.
 MS0024
 MS0024.The dynamic height is computed by dividing the NAVD 88
 MS0024.geopotential number by the normal gravity value computed on the
 MS0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0024.degrees latitude (g = 980.6199 gals.).
 MS0024
 MS0024.The modeled gravity was interpolated from observed gravity values.
 MS0024
 MS0024;                    North         East    Units  Estimated Accuracy
 MS0024;SPC UT N     - 1,153,610.      450,350.      MT  (+/- 180 meters Scaled)
 MS0024
 MS0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM087187(NAD 83)
 MS0024
 MS0024                          SUPERSEDED SURVEY CONTROL
 MS0024
 MS0024  NGVD 29 (??/??/92) 1319.711  (m)         4329.75   (f) ADJ UNCH    1 1
 MS0024
 MS0024.Superseded values are not recommended for survey control.
 MS0024
 MS0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0024.See file dsdata.pdf to determine how the superseded data were derived.
 MS0024
 MS0024_MARKER: DB = BENCH MARK DISK
 MS0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0024_SP_SET: BUILDING
 MS0024_STAMPING: DEWEY 1937 4330
 MS0024_MARK LOGO: CGS
 MS0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0024
 MS0024  HISTORY     - Date     Condition        Report By
 MS0024  HISTORY     - 1937     MONUMENTED       CGS
 MS0024  HISTORY     - 1967     GOOD             CGS
 MS0024
 MS0024                          STATION DESCRIPTION
 MS0024
 MS0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0024'5.55 MI N FROM HONEYVILLE.
 MS0024'5.55 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 MS0024'A COUNTY ROAD AT HONEYVILLE, AT DEWEY, AT THE CROSSING OF STATE
 MS0024'HIGHWAY 30 W, 2 1/2 POLES NORTH OF MILEPOLE 35.75, SET VERTICALLY IN
 MS0024'THE WEST FACE OF AN ABANDONED BRICK BUILDING (FORMER RAILROAD
 MS0024'STATION), 93.6 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 56 FEET
 MS0024'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.4 FEET SOUTH OF THE
 MS0024'NORTHWEST CORNER OF THE BUILDING, ABOUT 3 FEET HIGHER THAN THE TRACK
 MS0024'AND 4 1/2 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0491 ***********************************************************************
 JM0491  DESIGNATION -  DEWEY
 JM0491  PID         -  JM0491
 JM0491  STATE/COUNTY-  UT/GRAND
 JM0491  COUNTRY     -  US
 JM0491  USGS QUAD   -  CISCO SW (2017)
 JM0491
 JM0491                         *CURRENT SURVEY CONTROL
 JM0491  ______________________________________________________________________
 JM0491* NAD 83(1994) POSITION- 38 51 27.54670(N) 109 22 54.20468(W)   ADJUSTED
 JM0491* NAVD 88 ORTHO HEIGHT -  1509.6   (meters)     4953.    (feet) VERTCON3
 JM0491  ______________________________________________________________________
 JM0491  GEOID HEIGHT    -        -19.869 (meters)                     GEOID18
 JM0491  LAPLACE CORR    -          4.57  (seconds)                    DEFLEC18
 JM0491  HORZ ORDER      -  THIRD
 JM0491
 JM0491.The horizontal coordinates were established by classical geodetic methods
 JM0491.and adjusted by the National Geodetic Survey in November 1997.
 JM0491
 JM0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0491
 JM0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0491.GEOID18 height accuracy estimate available here.
 JM0491
 JM0491.Click photographs - Photos may exist for this station.
 JM0491
 JM0491.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0491
 JM0491. The following values were computed from the NAD 83(1994) position.
 JM0491
 JM0491;                    North         East     Units Scale Factor Converg.
 JM0491;SPC UT C     - 2,060,388.446   683,856.508   MT  1.00004304   +1 21 24.9
 JM0491;SPC UT C     - 6,759,791.09  2,243,619.23   sFT  1.00004304   +1 21 24.9
 JM0491;UTM  12      - 4,302,224.507   640,413.758   MT  0.99984278   +1 00 55.6
 JM0491
 JM0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0491!SPC UT C     -   0.99976632  x   1.00004304  =   0.99980935
 JM0491!UTM  12      -   0.99976632  x   0.99984278  =   0.99960914
 JM0491
 JM0491:                Primary Azimuth Mark                     Grid Az
 JM0491:SPC UT C     -  MCGRAW                                   063 08 04.8
 JM0491:UTM  12      -  MCGRAW                                   063 28 34.1
 JM0491
 JM0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ4041302224(NAD 83)
 JM0491
 JM0491|---------------------------------------------------------------------|
 JM0491| PID    Reference Object                     Distance      Geod. Az  |
 JM0491|                                                           dddmmss.s |
 JM0491| JM0490 MCGRAW                              APPROX.11.8 KM 0642929.7 |
 JM0491|---------------------------------------------------------------------|
 JM0491
 JM0491                          SUPERSEDED SURVEY CONTROL
 JM0491
 JM0491  NAD 83(1986)-  38 51 27.52871(N)    109 22 54.19511(W) AD(       ) 3
 JM0491  NAD 27      -  38 51 27.61783(N)    109 22 51.77458(W) AD(       ) 3
 JM0491  NGVD 29 (07/19/86) 1508.5    (m)         4949.     (f) VERT ANG       
 JM0491
 JM0491.Superseded values are not recommended for survey control.
 JM0491
 JM0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0491.See file dsdata.pdf to determine how the superseded data were derived.
 JM0491
 JM0491_MARKER: DB = BENCH MARK DISK
 JM0491_SETTING: 80 = SET IN A BOULDER
 JM0491_STAMPING: DEWEY 1954
 JM0491_MARK LOGO: USGS
 JM0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0491+STABILITY: SURFACE MOTION
 JM0491
 JM0491  HISTORY     - Date     Condition        Report By
 JM0491  HISTORY     - 1954     MONUMENTED       USGS
 JM0491
 JM0491                          STATION DESCRIPTION
 JM0491
 JM0491'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0491'LOCATED ABOUT 22 MI. NNE. OF MOAB, 7 MI. SSW. OF CISCO, 5.5 MI. NW.
 JM0491'OF DEWEY BRIDGE OVER THE COLORADO RIVER, ON THE DIVIDE BETWEEN TWO
 JM0491'CREEKS, ON A LOW MESA SLOPING DOWN TO THE N., 30 FT. N. OF THE S.
 JM0491'EDGE, AND 70 FT. W. OF E. EDGE, ON THE HIGHEST POINT OF TOP.  THERE
 JM0491'IS A STOCK POND ABOUT 2,000 FT. S. OF STATION.
 JM0491'
 JM0491'STATION REACHED BY HELICOPTER.  (THERE IS A TRACK RD. LEADING TO THE
 JM0491'ABOVE MENTIONED STOCK TANK WHICH PROBABLY CONNECTS WITH THE CISCO-MOAB
 JM0491'RD. E. OF STATION.)
 JM0491'
 JM0491'STATION MARK--ALUMINUM TABLET STAMPED ---DEWEY 1954--- IN SMALL
 JM0491'BOULDER SET FLUSH WITH GROUND.
 JM0491'
 JM0491'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---1---
 JM0491'SET IN ROCK OUTCROP, 28.60 FT. FROM STATION MARK, S 42 DEG 10 MIN E.
 JM0491'
 JM0491'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED ---2---
 JM0491'SET IN ROCK OUTCROP, 37.87 FT. FROM STATION MARK, S 35 DEG 19 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0602 ***********************************************************************
 LN0602  DESIGNATION -  DIAMOND
 LN0602  PID         -  LN0602
 LN0602  STATE/COUNTY-  UT/UINTAH
 LN0602  COUNTRY     -  US
 LN0602  USGS QUAD   -  JENSEN RIDGE (2017)
 LN0602
 LN0602                         *CURRENT SURVEY CONTROL
 LN0602  ______________________________________________________________________
 LN0602* NAD 83(1994) POSITION- 40 35 51.17104(N) 109 15 28.73207(W)   ADJUSTED
 LN0602* NAVD 88 ORTHO HEIGHT -  2370.9   (meters)     7779.    (feet) VERTCON3
 LN0602  ______________________________________________________________________
 LN0602  GEOID HEIGHT    -        -15.344 (meters)                     GEOID18
 LN0602  LAPLACE CORR    -          0.91  (seconds)                    DEFLEC18
 LN0602  HORZ ORDER      -  FIRST
 LN0602
 LN0602.The horizontal coordinates were established by classical geodetic methods
 LN0602.and adjusted by the National Geodetic Survey in November 1997.
 LN0602
 LN0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0602
 LN0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0602.GEOID18 height accuracy estimate available here.
 LN0602
 LN0602.Click photographs - Photos may exist for this station.
 LN0602
 LN0602.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0602
 LN0602. The following values were computed from the NAD 83(1994) position.
 LN0602
 LN0602;                    North         East     Units Scale Factor Converg.
 LN0602;SPC UT C     - 2,253,757.327   689,753.101   MT  0.99998737   +1 26 10.3
 LN0602;SPC UT C     - 7,394,202.16  2,262,964.97   sFT  0.99998737   +1 26 10.3
 LN0602;UTM  12      - 4,495,540.964   647,397.483   MT  0.99986743   +1 08 01.7
 LN0602
 LN0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0602!SPC UT C     -   0.99963062  x   0.99998737  =   0.99961800
 LN0602!UTM  12      -   0.99963062  x   0.99986743  =   0.99949810
 LN0602
 LN0602:                Primary Azimuth Mark                     Grid Az
 LN0602:SPC UT C     -  PLATEAU                                  239 41 10.3
 LN0602:UTM  12      -  PLATEAU                                  239 59 18.9
 LN0602
 LN0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK4739795540(NAD 83)
 LN0602
 LN0602|---------------------------------------------------------------------|
 LN0602| PID    Reference Object                     Distance      Geod. Az  |
 LN0602|                                                           dddmmss.s |
 LN0602| CP4825 DIAMOND RM 1                          8.583 METERS 07927     |
 LN0602| CP4826 DIAMOND RM 2                          6.383 METERS 19232     |
 LN0602| LN0603 PLATEAU                             APPROX. 2.4 KM 2410720.6 |
 LN0602|---------------------------------------------------------------------|
 LN0602
 LN0602                          SUPERSEDED SURVEY CONTROL
 LN0602
 LN0602  NAD 83(1993)-  40 35 51.17004(N)    109 15 28.72846(W) AD(       ) 1
 LN0602  NAD 83(1986)-  40 35 51.15238(N)    109 15 28.72002(W) AD(       ) 1
 LN0602  NAD 27      -  40 35 51.29300(N)    109 15 26.25100(W) AD(       ) 1
 LN0602  NGVD 29 (07/19/86) 2369.6    (m)         7774.     (f) VERT ANG       
 LN0602
 LN0602.Superseded values are not recommended for survey control.
 LN0602
 LN0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0602.See file dsdata.pdf to determine how the superseded data were derived.
 LN0602
 LN0602_MARKER: DS = TRIANGULATION STATION DISK
 LN0602_SETTING: 80 = SET IN A BOULDER
 LN0602
 LN0602  HISTORY     - Date     Condition        Report By
 LN0602  HISTORY     - 1946     MONUMENTED       CGS
 LN0602
 LN0602                          STATION DESCRIPTION
 LN0602
 LN0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0602'STATION IS LOCATED ABOUT 17.5 MILES AIR LINE NORTHEAST OF
 LN0602'VERNAL, ABOUT 16.5 MILES AIR LINE NORTH-NORTHEAST OF JENSEN,
 LN0602'ON A HIGH, SAGEBRUSH-COVERED RIDGE KNOWN LOCALLY AS DIAMOND
 LN0602'MOUNTAIN PLATEAU.  STATION MARK STAMPED--DIAMOND 1946, IS
 LN0602'SET IN A BOULDER WHICH PROJECTS 3 INCHES AND IS 170 FEET
 LN0602'SOUTHWEST OF A SMALL, LONE, JUNIPER TREE AND 36 FEET EAST
 LN0602'OF THE CENTER LINE OF ROAD.
 LN0602'
 LN0602'REFERENCE MARK NO. 1 STAMPED--DIAMOND NO 1 1946 IS SET IN
 LN0602'A BOULDER WHICH IS FLUSH WITH GROUND LEVEL EAST OF STATION
 LN0602'AND 64.5 FEET EAST OF CENTER LINE OF ROAD.
 LN0602'
 LN0602'REFERENCE MARK NO. 2 STAMPED--DIAMOND NO 2 1946, IS SET IN
 LN0602'A BOULDER WHICH IS FLUSH WITH GROUND LEVEL SOUTH OF STATION
 LN0602'AND 36 FEET EAST OF CENTER LINE OF ROAD.
 LN0602'
 LN0602'TRIANGULATION STATION PLATEAU (USGS) 1946 WAS USED AS THE
 LN0602'AZIMUTH MARK.  SEE DESCRIPTION FOR THAT STATION.
 LN0602'
 LN0602'TO REACH STATION FROM VERNAL, GO NORTH ON HIGHWAY 44 FOR
 LN0602'0.5 MILE TO CROSSROAD.  TURN RIGHT, GO 5.2 MILES TO FORK
 LN0602'JUST AFTER CROSSING WOODEN BRIDGE.  TURN LEFT, GO 0.2 MILES
 LN0602'TO FORK.  CONTINUE ON LEFT HAND ROAD 1.7 MILES TO FORK.
 LN0602'TURN RIGHT, GO 2.7 MILES TO FORK.  CONTINUE ON RIGHT HAND ROAD
 LN0602'5.4 MILES TO FORK AT TOP OF RIM.  TURN RIGHT ON RIGHT ONE
 LN0602'OF THREE DIM ROADS AND GO 3.7 MILES TO STATION SITE ON RIGHT
 LN0602'AT TOP OF SMALL RIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0759 ***********************************************************************
 LO0759  DESIGNATION -  DICK
 LO0759  PID         -  LO0759
 LO0759  STATE/COUNTY-  UT/UTAH
 LO0759  COUNTRY     -  US
 LO0759  USGS QUAD   -  GRANGER MOUNTAIN (2017)
 LO0759
 LO0759                         *CURRENT SURVEY CONTROL
 LO0759  ______________________________________________________________________
 LO0759* NAD 83(1994) POSITION- 40 08 28.62800(N) 111 28 47.47537(W)   ADJUSTED
 LO0759* NAVD 88 ORTHO HEIGHT -  2587.7   (meters)     8490.    (feet) VERTCON3
 LO0759  ______________________________________________________________________
 LO0759  GEOID HEIGHT    -        -16.392 (meters)                     GEOID18
 LO0759  LAPLACE CORR    -         14.51  (seconds)                    DEFLEC18
 LO0759  HORZ ORDER      -  THIRD
 LO0759
 LO0759.The horizontal coordinates were established by classical geodetic methods
 LO0759.and adjusted by the National Geodetic Survey in November 1997.
 LO0759
 LO0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0759
 LO0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0759.GEOID18 height accuracy estimate available here.
 LO0759
 LO0759.Click photographs - Photos may exist for this station.
 LO0759
 LO0759.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0759
 LO0759. The following values were computed from the NAD 83(1994) position.
 LO0759
 LO0759;                    North         East     Units Scale Factor Converg.
 LO0759;SPC UT C     - 2,200,717.867   501,716.622   MT  0.99991307   +0 00 46.5
 LO0759;SPC UT C     - 7,220,188.54  1,646,048.62   sFT  0.99991307   +0 00 46.5
 LO0759;UTM  12      - 4,443,549.074   459,124.245   MT  0.99962057   -0 18 33.7
 LO0759
 LO0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0759!SPC UT C     -   0.99959678  x   0.99991307  =   0.99950989
 LO0759!UTM  12      -   0.99959678  x   0.99962057  =   0.99921750
 LO0759
 LO0759:                Primary Azimuth Mark                     Grid Az
 LO0759:SPC UT C     -  SPANISH FORK PEAK                        214 32 06.9
 LO0759:UTM  12      -  SPANISH FORK PEAK                        214 51 27.1
 LO0759
 LO0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK5912443549(NAD 83)
 LO0759
 LO0759|---------------------------------------------------------------------|
 LO0759| PID    Reference Object                     Distance      Geod. Az  |
 LO0759|                                                           dddmmss.s |
 LO0759| LO0779 SPANISH FORK PEAK                   APPROX. 7.2 KM 2143253.4 |
 LO0759|---------------------------------------------------------------------|
 LO0759
 LO0759                          SUPERSEDED SURVEY CONTROL
 LO0759
 LO0759  NAD 83(1993)-  40 08 28.62743(N)    111 28 47.47405(W) AD(       ) 3
 LO0759  NAD 83(1986)-  40 08 28.61793(N)    111 28 47.46877(W) AD(       ) 3
 LO0759  NAD 27      -  40 08 28.75619(N)    111 28 44.80130(W) AD(       ) 3
 LO0759  NGVD 29 (07/19/86) 2586.6    (m)         8486.     (f) VERT ANG       
 LO0759
 LO0759.Superseded values are not recommended for survey control.
 LO0759
 LO0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0759.See file dsdata.pdf to determine how the superseded data were derived.
 LO0759
 LO0759_MARKER: DB = BENCH MARK DISK
 LO0759_SETTING: 66 = SET IN ROCK OUTCROP
 LO0759_STAMPING: DICK 1946
 LO0759_MARK LOGO: USGS
 LO0759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0759+STABILITY: POSITION/ELEVATION WELL
 LO0759
 LO0759  HISTORY     - Date     Condition        Report By
 LO0759  HISTORY     - 1946     MONUMENTED       USGS
 LO0759
 LO0759                          STATION DESCRIPTION
 LO0759
 LO0759'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 LO0759'LOCATED ABOUT 7.5 MI. AIR ESE. OF SPANISH FORK, AT HEAD OF LITTLE
 LO0759'DIAMOND CREEK ON THE E. AND THE HEAD OF MAPLE CANYON ON THE W., ON A
 LO0759'BROAD CLEAR TOP.
 LO0759'
 LO0759'STATION REACHED BY HELICOPTER.
 LO0759'
 LO0759'STATION MARK - STANDARD TABLET STAMPED ---DICK 1946--- CEMENTED IN
 LO0759'ROCK.
 LO0759'
 LO0759'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET CEMENTED IN A
 LO0759'ROCK, 18.08 FT. FROM STATION MARK, N 36 DEG 32 MIN E.
 LO0759'
 LO0759'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET CEMENTED IN
 LO0759'ROCK, 34.17 FT. FROM STATION MARK, S 60 DEG 59 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0897 ***********************************************************************
 LO0897  DESIGNATION -  DIKE
 LO0897  PID         -  LO0897
 LO0897  STATE/COUNTY-  UT/SALT LAKE
 LO0897  COUNTRY     -  US
 LO0897  USGS QUAD   -  MIDVALE (2017)
 LO0897
 LO0897                         *CURRENT SURVEY CONTROL
 LO0897  ______________________________________________________________________
 LO0897* NAD 83(1994) POSITION- 40 33 57.22296(N) 111 59 54.27951(W)   ADJUSTED
 LO0897* NAVD 88 ORTHO HEIGHT -  1466.0   (meters)     4810.    (feet) VERTCON3
 LO0897  ______________________________________________________________________
 LO0897  GEOID HEIGHT    -        -17.306 (meters)                     GEOID18
 LO0897  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 LO0897  HORZ ORDER      -  FIRST
 LO0897
 LO0897.The horizontal coordinates were established by classical geodetic methods
 LO0897.and adjusted by the National Geodetic Survey in November 1997.
 LO0897
 LO0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0897
 LO0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0897.GEOID18 height accuracy estimate available here.
 LO0897
 LO0897.Click photographs - Photos may exist for this station.
 LO0897
 LO0897.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0897
 LO0897. The following values were computed from the NAD 83(1994) position.
 LO0897
 LO0897;                    North         East     Units Scale Factor Converg.
 LO0897;SPC UT C     - 2,247,981.807   457,793.239   MT  0.99998016   -0 19 09.4
 LO0897;SPC UT C     - 7,375,253.65  1,501,943.32   sFT  0.99998016   -0 19 09.4
 LO0897;UTM  12      - 4,491,048.047   415,482.952   MT  0.99968792   -0 38 57.6
 LO0897
 LO0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0897!SPC UT C     -   0.99977280  x   0.99998016  =   0.99975296
 LO0897!UTM  12      -   0.99977280  x   0.99968792  =   0.99946079
 LO0897
 LO0897:                Primary Azimuth Mark                     Grid Az
 LO0897:SPC UT C     -  DIKE AZ MK                               090 08 00.4
 LO0897:UTM  12      -  DIKE AZ MK                               090 27 48.6
 LO0897
 LO0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1548291048(NAD 83)
 LO0897
 LO0897|---------------------------------------------------------------------|
 LO0897| PID    Reference Object                     Distance      Geod. Az  |
 LO0897|                                                           dddmmss.s |
 LO0897| LO0931 SOUTH SALT LAKE VITRO CHEM STK      APPROX.16.9 KM 0265941.0 |
 LO0897| LO0935 MURRAY BUEHNER CO N STACK           APPROX.13.6 KM 0412957.6 |
 LO0897| CM5472 DIKE RM 1                            12.981 METERS 08809     |
 LO0897| LO0929 DIKE AZ MK                          APPROX. 1.4 KM 0894851.0 |
 LO0897| LO0809 RIVERTON UTAH ST PRISON STACK       APPROX.11.7 KM 1352331.7 |
 LO0897| LO0912 RIVERTON ATT MICROWAVE              APPROX. 6.5 KM 1371230.2 |
 LO0897| CM5473 DIKE RM 2                            12.568 METERS 16959     |
 LO0897| CM5470 DIKE 2 RM 3                           6.410 METERS 18353     |
 LO0897| CM5471 DIKE 2 RM 4                          15.480 METERS 26723     |
 LO0897| LO0926 DIKE 2                                5.693 METERS 26758     |
 LO0897| LP0357 BACCHUS AF PLANT 81 TANK            APPROX.12.1 KM 3411602.3 |
 LO0897|---------------------------------------------------------------------|
 LO0897
 LO0897                          SUPERSEDED SURVEY CONTROL
 LO0897
 LO0897  NAD 83(1993)-  40 33 57.22261(N)    111 59 54.27804(W) AD(       ) 1
 LO0897  NAD 83(1986)-  40 33 57.21240(N)    111 59 54.27206(W) AD(       ) 1
 LO0897  NAD 27      -  40 33 57.39992(N)    111 59 51.49458(W) AD(       ) 1
 LO0897  NGVD 29 (07/19/86) 1465.0    (m)         4806.     (f) VERT ANG       
 LO0897
 LO0897.Superseded values are not recommended for survey control.
 LO0897
 LO0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0897.See file dsdata.pdf to determine how the superseded data were derived.
 LO0897
 LO0897_MARKER: DD = SURVEY DISK
 LO0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0897_STAMPING: DIKE 1950
 LO0897_MARK LOGO: USGS
 LO0897_PROJECTION: FLUSH
 LO0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0897+STABILITY: SURFACE MOTION
 LO0897
 LO0897  HISTORY     - Date     Condition        Report By
 LO0897  HISTORY     - 1950     MONUMENTED       USGS
 LO0897  HISTORY     - 1962     GOOD             USGS
 LO0897  HISTORY     - 1973     SEE DESCRIPTION  NGS
 LO0897
 LO0897                          STATION DESCRIPTION
 LO0897
 LO0897'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (JCC)
 LO0897'THE STATION IS ABOUT 4 MILES SOUTHWEST OF WEST JORDAN, 5-1/2 MILES
 LO0897'EAST OF COPPERTON AND 6 MILES SOUTH OF KEARNS, AT A POINT WHERE A SIDE
 LO0897'ROAD LEADS SOUTH AND PASSES OVER A DIKE.
 LO0897'
 LO0897'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 48 AND 68 IN
 LO0897'WEST JORDAN, GO WEST ON HIGHWAY 48 FOR 1.0 MILE TO 2700 WEST STREET.
 LO0897'TURN LEFT AND GO SOUTH ON 2700 WEST STREET FOR 2.75 MILES TO A
 LO0897'GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE GRAVELED
 LO0897'ROAD FOR 0.55 MILE TO A CROSSROADS.  TURN LEFT AND GO SOUTH FOR 0.25
 LO0897'MILE TO A FIELD ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.75
 LO0897'MILE TO A CROSSROADS AT THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST
 LO0897'FOR 0.9 MILE TO THE STATION ON THE LEFT.
 LO0897'
 LO0897'THE STATION MARK IS A UNITED STATES GEOLOGICAL SURVEY BRONZE DISK,
 LO0897'STAMPED DIKE 1950, SET IN THE TOP OF A 6 BY 6 INCH CONCRETE POST FLUSH
 LO0897'WITH THE GROUND.  IT IS 1 FOOT NORTH OF A 3-INCH IRON PIPE SUPPORTED
 LO0897'BY TWO ADDITIONAL PIPES, 24 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 LO0897'3 FEET SOUTH OF A WITNESS POST AND 34.6 FEET EAST OF THE CENTERLINE OF
 LO0897'THE ROAD PASSING OVER THE DIKE.
 LO0897'
 LO0897'REFERENCE MARK 1 IS A UNITED STATES GEOLOGICAL SURVEY BRONZE REFERENCE
 LO0897'MARK DISK, STAMPED NO 1, SET IN THE TOP OF A 6 BY 6 INCH CONCRETE POST
 LO0897'FLUSH WITH THE GROUND.  IT IS 42.2 FEET EAST OF THE IRON PIPE, 23.8
 LO0897'FEET SOUTH OF THE CENTERLINE OF THE MAIN ROAD 1 FOOT LOWER THAN THE
 LO0897'STATION.
 LO0897'
 LO0897'REFERENCE MARK 2 IS A UNITED STATES GEOLOGICAL SURVEY BRONZE REFERENCE
 LO0897'MARK DISK, STAMPED NO 2, SET IN THE TOP OF A 6 BY 6 INCH CONCRETE POST
 LO0897'PROJECTING 6 INCHES.  IT IS 64.9 FEET SOUTH OF THE CENTERLINE OF THE
 LO0897'MAIN ROAD, 39.7 FEET SOUTH OF THE PIPE AND ABOUT 2 FEET HIGHER THAN
 LO0897'THE STATION.
 LO0897'
 LO0897'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DIKE USGS 1962, CEMENTED
 LO0897'IN A DRILL HOLE AT THE WEST END OF A HEADWALL OF A CONCRETE CULVERT.
 LO0897'IT IS 2 FEET SOUTHEAST OF A WITNESS POST, 23.2 FEET SOUTH OF THE
 LO0897'CENTERLINE OF A ROAD LEADING WEST AND 23.8 FEET WEST OF THE CENTERLINE
 LO0897'OF A ROAD LEADING SOUTH.
 LO0897
 LO0897                          STATION RECOVERY (1973)
 LO0897
 LO0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0897'THE STATION MARK WAS FOUND LOOSE IN THE GROUND, REFERENCE MARKS 1 AND
 LO0897'2 WERE NOT RECOVERED AND ARE BELIEVED TO HAVE BEEN DESTROYED BY
 LO0897'CONSTRUCTION.  WITH THE ABSENCE OF AN UNDERGROUND DISK AT A U.S.
 LO0897'GEOLOGICAL SURVEY STATION, DIKE (USGS) 2 WAS ESTABLISHED AT THIS DATE.
 LO0897'A LATER CHECK OF THE POSITION SHOWED THE MARK TO BE IN ITS ORIGINAL
 LO0897'POSITION.  IT WAS THEN REINFORCED AND A TRAVERSE CONNECTION MADE TO
 LO0897'THE NEW STATION MARK.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 LO0897'A NEW DESCRIPTION FOLLOWS--
 LO0897'
 LO0897'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF KEARNS, 5.5 MILES EAST
 LO0897'OF COPPERTON, 4 MILES NORTH-NORTHEAST OF HERRIMAN, 4 MILES SOUTHWEST
 LO0897'OF WEST JORDAN, ON THE LEFT SIDE OF A SURFACED ROAD AT THE CREST OF
 LO0897'THE BENCH.  THE PROPERTY IS OWNED BY MR. MAX WOOD, 2700 WEST 7930
 LO0897'SOUTH, PHONE NUMBER 255-1154.
 LO0897'
 LO0897'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 48 AND 68 IN
 LO0897'WEST JORDAN GO SOUTH ON STATE HIGHWAY 68 FOR 1.4 MILES TO THE JUNCTION
 LO0897'OF STATE HIGHWAY 177 ON THE LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 68
 LO0897'FOR 1.7 MILES TO THE INTERSECTION OF 10400 SOUTH.  TURN RIGHT AND GO
 LO0897'WEST ON 10400 SOUTH FOR 1.5 MILES TO A T-INTERSECTION, (3200 WEST)
 LO0897'TURN RIGHT AND GO NORTH ON 3200 WEST FOR 0.2 MILE TO A SIDE ROAD LEFT,
 LO0897'(10200 SOUTH).  TURN LEFT AND GO WEST ON 10200 SOUTH FOR 0.8 MILE TO
 LO0897'AN IRRIGATION DITCH CROSSING AND THE AZIMUTH MARK ON THE LEFT IN THE
 LO0897'SOUTH HEADGATE.  CONTINUE WEST ON THE SURFACED ROAD FOR 0.8 MILE TO
 LO0897'THE CREST OF THE BENCH AND THE STATION ON THE LEFT AND AN EARTHEN
 LO0897'DIKE.
 LO0897'
 LO0897'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY STATION MARK STAMPED DIKE
 LO0897'1950, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT THAT HAS
 LO0897'BEEN REINFORCED WITH CONCRETE.  IT IS 27 FEET SOUTH OF THE CENTER OF
 LO0897'THE SURFACED ROAD AND 20 FEET EAST-NORTHEAST OF A METAL WITNESS POST.
 LO0897'
 LO0897'DIKE USGS 2 IS A STANDARD TRIANGULATION STATION MARK DISK STAMPED DIKE
 LO0897'USGS 2 1973, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS
 LO0897'ABOUT 14 INCHES IN DIAMETER AND FLUSH WITH THE GROUND SURFACE.  AN
 LO0897'UNDERGROUND DISK WAS SET.  IT IS 27 FEET SOUTH OF THE CENTER OF THE
 LO0897'SURFACED ROAD AND 10 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 LO0897'
 LO0897'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DIKE USGS 2 NO 3 1973, SET
 LO0897'IN THE TOP A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER AND
 LO0897'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 48 FEET SOUTH OF
 LO0897'THE CENTER OF THE SURFACED ROAD AND 18.5 FEET SOUTHEAST OF A METAL
 LO0897'WITNESS POST.
 LO0897'
 LO0897'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DIKE USGS 2 NO 4 1973, SET
 LO0897'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 LO0897'AND FLUSH WITH THE GROUND SURFACE.  IT IS 35 FEET WEST OF A METAL
 LO0897'WITNESS POST AND 28 FEET SOUTH OF THE CENTER OF THE SURFACED ROAD.
 LO0897'
 LO0897'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DIKE USGS 1962, CEMENTED
 LO0897'IN A DRILL HOLE IN THE SOUTH HEADGATE OF A CONCRETE CULVERT.  IT IS 25
 LO0897'FEET WEST OF THE CENTER OF A TRACK ROAD ALONG THE EAST SIDE OF THE
 LO0897'IRRIGATION DITCH, 23 FEET SOUTH OF THE CENTER OF THE SURFACED ROAD AND
 LO0897'2 FEET SOUTHEAST OF A METAL WITNESS POST.
 LO0897'
 LO0897'THE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 LO0897'
 LO0897'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 4 MILES SOUTHWEST OF
 LO0897'WEST JORDAN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0926 ***********************************************************************
 LO0926  DESIGNATION -  DIKE 2
 LO0926  PID         -  LO0926
 LO0926  STATE/COUNTY-  UT/SALT LAKE
 LO0926  COUNTRY     -  US
 LO0926  USGS QUAD   -  MIDVALE (2017)
 LO0926
 LO0926                         *CURRENT SURVEY CONTROL
 LO0926  ______________________________________________________________________
 LO0926* NAD 83(1994) POSITION- 40 33 57.21643(N) 111 59 54.52138(W)   ADJUSTED
 LO0926* NAVD 88 ORTHO HEIGHT -  1465.8   (meters)     4809.    (feet) VERTCON3
 LO0926  ______________________________________________________________________
 LO0926  GEOID HEIGHT    -        -17.306 (meters)                     GEOID18
 LO0926  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 LO0926  HORZ ORDER      -  FIRST
 LO0926
 LO0926.The horizontal coordinates were established by classical geodetic methods
 LO0926.and adjusted by the National Geodetic Survey in November 1997.
 LO0926
 LO0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0926
 LO0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0926.GEOID18 height accuracy estimate available here.
 LO0926
 LO0926.Click photographs - Photos may exist for this station.
 LO0926
 LO0926.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0926
 LO0926. The following values were computed from the NAD 83(1994) position.
 LO0926
 LO0926;                    North         East     Units Scale Factor Converg.
 LO0926;SPC UT C     - 2,247,981.638   457,787.549   MT  0.99998016   -0 19 09.5
 LO0926;SPC UT C     - 7,375,253.09  1,501,924.65   sFT  0.99998016   -0 19 09.5
 LO0926;UTM  12      - 4,491,047.910   415,477.262   MT  0.99968794   -0 38 57.7
 LO0926
 LO0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0926!SPC UT C     -   0.99977283  x   0.99998016  =   0.99975299
 LO0926!UTM  12      -   0.99977283  x   0.99968794  =   0.99946084
 LO0926
 LO0926:                Primary Azimuth Mark                     Grid Az
 LO0926:SPC UT C     -  DIKE AZ MK                               090 07 33.8
 LO0926:UTM  12      -  DIKE AZ MK                               090 27 22.0
 LO0926
 LO0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1547791047(NAD 83)
 LO0926
 LO0926|---------------------------------------------------------------------|
 LO0926| PID    Reference Object                     Distance      Geod. Az  |
 LO0926|                                                           dddmmss.s |
 LO0926| LO0925 AIRPORT BCN SALT LAKE NO 2 APT      APPROX. 6.0 KM 0004419.5 |
 LO0926| LO0897 DIKE                                  5.693 METERS 08758     |
 LO0926| LO0929 DIKE AZ MK                          APPROX. 1.4 KM 0894824.3 |
 LO0926| CM5474 DIKE 2 RM 5                           4.983 METERS 13539     |
 LO0926| CM5470 DIKE 2 RM 3                           8.166 METERS 13919     |
 LO0926| CM5471 DIKE 2 RM 4                           9.729 METERS 26700     |
 LO0926|---------------------------------------------------------------------|
 LO0926
 LO0926                          SUPERSEDED SURVEY CONTROL
 LO0926
 LO0926  NAD 83(1993)-  40 33 57.21608(N)    111 59 54.52011(W) AD(       ) 1
 LO0926  NAD 83(1986)-  40 33 57.20588(N)    111 59 54.51385(W) AD(       ) 1
 LO0926  NAD 27      -  40 33 57.39334(N)    111 59 51.73896(W) AD(       ) 1
 LO0926  NGVD 29 (07/19/86) 1464.8    (m)         4806.     (f) VERT ANG       
 LO0926
 LO0926.Superseded values are not recommended for survey control.
 LO0926
 LO0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0926.See file dsdata.pdf to determine how the superseded data were derived.
 LO0926
 LO0926_MARKER: DD = SURVEY DISK
 LO0926_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LO0926
 LO0926  HISTORY     - Date     Condition        Report By
 LO0926  HISTORY     - 1973     MONUMENTED       USGS
 LO0926  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LO0926
 LO0926                          STATION DESCRIPTION
 LO0926
 LO0926'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (JRS)
 LO0926'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF KEARNS, 5.5 MILES
 LO0926'EAST OF COPPERTON, 4 MILES NORTH-NORTHEAST OF HERRIMAN, 4 MILES
 LO0926'SOUTHWEST OF WEST JORDAN, ON THE LEFT SIDE OF A SURFACED ROAD AT
 LO0926'THE CREST OF THE BENCH.  THE PROPERTY IS OWNED BY MR. MAX WOOD,
 LO0926'2700 WEST 7930 SOUTH, PHONE NUMBER 255-1154.
 LO0926'
 LO0926'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 48 AND 68
 LO0926'IN WEST JORDAN GO SOUTH ON STATE HIGHWAY 68 FOR 1.4 MILES TO THE
 LO0926'JUNCTION OF STATE HIGHWAY 177 ON THE LEFT.  CONTINUE SOUTH ON STATE
 LO0926'HIGHWAY 68 FOR 1.7 MILES TO THE INTERSECTION OF 10400 SOUTH.  TURN
 LO0926'RIGHT AND GO WEST ON 10400 SOUTH FOR 1.5 MILES TO A
 LO0926'T-INTERSECTION, (3200 WEST).  TURN RIGHT AND GO NORTH ON 3200 WEST
 LO0926'FOR 0.2 MILE TO A SIDE ROAD LEFT, (10200 SOUTH).  TURN LEFT AND GO
 LO0926'WEST ON 10200 SOUTH FOR 0.8 MILE TO AN IRRIGATION DITCH CROSSING
 LO0926'AND THE AZIMUTH MARK ON THE LEFT IN THE SOUTH HEADGATE.  CONTINUE
 LO0926'WEST ON THE SURFACED ROAD FOR 0.8 MILE TO THE CREST OF THE BENCH
 LO0926'AND THE STATION ON THE LEFT AND AN EARTHEN DIKE.
 LO0926'
 LO0926'THE STATION MARKS ARE STANDARD DISKS STAMPED DIKE USGS 2 1973, THE
 LO0926'SURFACE DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT
 LO0926'IS ABOUT 14-INCHES IN DIAMETER AND FLUSH WITH THE GROUND
 LO0926'SURFACE.  IT IS 27 FEET SOUTH OF THE CENTER OF THE SURFACED ROAD
 LO0926'AND 10 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.  THE
 LO0926'UNDERGROUND DISK WAS SET ABOUT 42 INCHES BELOW THE GROUND
 LO0926'SURFACE.
 LO0926'
 LO0926'DIKE USGS IS A U.S. GEOLOGICAL SURVEY STATION MARK STAMPED DIKE
 LO0926'1950, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT THAT HAS
 LO0926'BEEN RE-ENFORCED WITH CONCRETE.  IT IS 27 FEET SOUTH OF THE CENTER
 LO0926'OF THE SURFACED ROAD AND 20 FEET EAST-NORTHEAST OF A METAL WITNESS
 LO0926'POST.
 LO0926'
 LO0926'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DIKE USGS 2 NO 3 1973,
 LO0926'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 LO0926'DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 48
 LO0926'FEET SOUTH OF THE CENTER OF THE SURFACED ROAD, 18.5 FEET SOUTHEAST
 LO0926'OF A METAL WITNESS POST AND ABOUT THE SAME ELEVATION AS THE
 LO0926'STATION.
 LO0926'
 LO0926'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DIKE USGS 2 NO 4 1973,
 LO0926'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 LO0926'DIAMETER AND FLUSH WITH THE GROUND SURFACE.  IT IS 35 FEET WEST OF
 LO0926'A METAL WITNESS POST AND 28 FEET SOUTH OF THE CENTER OF THE
 LO0926'SURFACED ROAD.  ABOUT THE SAME ELEVATION AS THE STATION.
 LO0926'
 LO0926'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DIKE USGS 1962,
 LO0926'CEMENTED IN A DRILL HOLE IN THE SOUTH HEADGATE OF A CONCRETE
 LO0926'CULVERT.  IT IS 25 FEET WEST OF THE CENTER OF A TRACK ROAD ALONG
 LO0926'THE EAST SIDE OF THE IRRIGATION DITCH, 23 FEET SOUTH OF THE CENTER
 LO0926'OF THE SURFACED ROAD AND 2 FEET SOUTHEAST OF A METAL WITNESS
 LO0926'POST.
 LO0926'
 LO0926'THE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 LO0926'
 LO0926'THE U.S. GEOLOGICAL SURVEY STATION MARK WAS FOUND LOOSE IN THE
 LO0926'GROUND AND WITH THE ABSENCE OF AN UNDERGROUND DISK A NEW STATION WAS
 LO0926'ESTABLISHED AND OCCUPIED AT THIS DATE.  THE OLD MARK HAS BEEN
 LO0926'REINFORCED AND A TRAVERSE CONNECTION MADE TO DIKE USGS 2.
 LO0926
 LO0926                          STATION RECOVERY (1977)
 LO0926
 LO0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LO0926'STATION SUBSURFACE MARK, REFERENCE MARK 4 AND THE AZIMUTH MARK WERE
 LO0926'RECOVERED AND ARE IN GOOD CONDITION.  STATION SURFACE MARK AND
 LO0926'REFERENCE MARK NUMBER 3 HAVE BEEN DESTROYED.  A NEW STATION SURFACE
 LO0926'MARK AND A NEW REFERENCE MARK, NUMBER 5 WAS ESTABLISHED AT THIS
 LO0926'TIME.  DISTANCE TO REFERENCE MARK NUMBER 4 CHECKED ADEQUATELY BUT
 LO0926'THE HORIZONTAL ANGLE TO THE MARK DID NOT CHECK BY 1 MIN 30 SEC.
 LO0926'
 LO0926'LOCATION AND ROUTE TO STATION WAS NOTED TO BE ADEQUATE.
 LO0926'
 LO0926'STATION SURFACE MARK IS A STANDARD STATION MARK DISK, STAMPED DIKE
 LO0926'USGS 2 1973 1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 LO0926'PROJECTING ABOUT 3 INCHES.  STATION SUBSURFACE DISK IS STAMPED DIKE
 LO0926'USGS 2 1973.  MARK IS 27 FEET SOUTH OF THE APPROXIMATE CENTER OF
 LO0926'AN EAST-WEST SURFACED ROAD AND 1.7 FEET NORTHEAST OF A METAL
 LO0926'WITNESS POST WITH A METAL WITNESS SIGN ATTACHED.
 LO0926'
 LO0926'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK, STAMPED DIKE
 LO0926'USGS 2 NO 4 1973, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 LO0926'IS FLUSH WITH THE GROUND SURFACE.  MARK IS 28 FEET SOUTH OF THE
 LO0926'SURFACED ROAD.
 LO0926'
 LO0926'REFERENCE MARK 5 IS A STANDARD REFERENCE MARK DISK, STAMPED DIKE
 LO0926'USGS 2 1973 NO 5 1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 LO0926'PROJECTING ABOUT 4 INCHES.  MARK IS 39 FEET SOUTH OF THE SURFACED
 LO0926'ROAD.
 LO0926'
 LO0926'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED DIKE USGS
 LO0926'1962, CEMENTED IN A DRILL HOLE, IN THE TOP OF THE SOUTH HEADWALL OF
 LO0926'A CONCRETE CULVERT.  MARK IS 25 FEET WEST OF AN OLD TRACK ROAD, 24
 LO0926'FEET SOUTH OF THE SURFACED ROAD AND 2 FEET SOUTHEAST OF A METAL
 LO0926'WITNESS POST.
 LO0926'
 LO0926'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO0926'4 MILES SW OF WEST JORDAN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0642 ***********************************************************************
 LN0642  DESIGNATION -  DINOSAUR
 LN0642  PID         -  LN0642
 LN0642  STATE/COUNTY-  UT/UINTAH
 LN0642  COUNTRY     -  US
 LN0642  USGS QUAD   -  DINOSAUR QUARRY (2017)
 LN0642
 LN0642                         *CURRENT SURVEY CONTROL
 LN0642  ______________________________________________________________________
 LN0642* NAD 83(1994) POSITION- 40 23 36.44417(N) 109 17 04.07268(W)   ADJUSTED
 LN0642* NAVD 88 ORTHO HEIGHT -  1554.1   (meters)     5099.    (feet) VERTCON3
 LN0642  ______________________________________________________________________
 LN0642  GEOID HEIGHT    -        -16.896 (meters)                     GEOID18
 LN0642  LAPLACE CORR    -          5.69  (seconds)                    DEFLEC18
 LN0642  HORZ ORDER      -  THIRD
 LN0642
 LN0642.The horizontal coordinates were established by classical geodetic methods
 LN0642.and adjusted by the National Geodetic Survey in November 1997.
 LN0642
 LN0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0642
 LN0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0642.GEOID18 height accuracy estimate available here.
 LN0642
 LN0642.Click photographs - Photos may exist for this station.
 LN0642
 LN0642.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0642
 LN0642. The following values were computed from the NAD 83(1994) position.
 LN0642
 LN0642;                    North         East     Units Scale Factor Converg.
 LN0642;SPC UT C     - 2,231,046.109   688,073.424   MT  0.99994627   +1 25 09.2
 LN0642;SPC UT C     - 7,319,690.44  2,257,454.23   sFT  0.99994627   +1 25 09.2
 LN0642;UTM  12      - 4,472,841.311   645,597.174   MT  0.99986095   +1 06 42.9
 LN0642
 LN0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0642!SPC UT C     -   0.99975891  x   0.99994627  =   0.99970519
 LN0642!UTM  12      -   0.99975891  x   0.99986095  =   0.99961989
 LN0642
 LN0642:                Primary Azimuth Mark                     Grid Az
 LN0642:SPC UT C     -  DEL                                      135 16 19.0
 LN0642:UTM  12      -  DEL                                      135 34 45.3
 LN0642
 LN0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK4559772841(NAD 83)
 LN0642
 LN0642|---------------------------------------------------------------------|
 LN0642| PID    Reference Object                     Distance      Geod. Az  |
 LN0642|                                                           dddmmss.s |
 LN0642| LN0624 DEL                                 APPROX. 4.5 KM 1364128.2 |
 LN0642|---------------------------------------------------------------------|
 LN0642
 LN0642                          SUPERSEDED SURVEY CONTROL
 LN0642
 LN0642  NAD 83(1993)-  40 23 36.44138(N)    109 17 04.06873(W) AD(       ) 3
 LN0642  NAD 83(1986)-  40 23 36.42529(N)    109 17 04.05832(W) AD(       ) 3
 LN0642  NAD 27      -  40 23 36.56084(N)    109 17 01.60552(W) AD(       ) 3
 LN0642  NGVD 29 (07/19/86) 1553.0    (m)         5095.     (f) VERT ANG       
 LN0642
 LN0642.Superseded values are not recommended for survey control.
 LN0642
 LN0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0642.See file dsdata.pdf to determine how the superseded data were derived.
 LN0642
 LN0642_MARKER: DB = BENCH MARK DISK
 LN0642_SETTING: 80 = SET IN A BOULDER
 LN0642_STAMPING: DINOSAUR 1939
 LN0642_MARK LOGO: USGS
 LN0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0642+STABILITY: SURFACE MOTION
 LN0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0642+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 LN0642
 LN0642  HISTORY     - Date     Condition        Report By
 LN0642  HISTORY     - 1939     MONUMENTED       USGS
 LN0642  HISTORY     - 1964     GOOD             USGS
 LN0642  HISTORY     - 20060519 GOOD             GEOCAC
 LN0642
 LN0642                          STATION DESCRIPTION
 LN0642
 LN0642'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LN0642'LOCATED ABOUT 3.5 MI. NE. OF JENSEN, IN THE NE. 1/4 OF SEC. 13, T 5 S,
 LN0642'R 23 E, ON SMALL ELEVATION OF GRAVEL MESA ON S. BANK OF THE GREEN
 LN0642'RIVER.
 LN0642'
 LN0642'TO REACH FROM JENSEN POST OFFICE, DRIVE 0.2 MI. E. ON U.S. HIGHWAY 40,
 LN0642'TURN LEFT (N.) AND DRIVE 2 MI., TURN RIGHT (E.) AND DRIVE 1.8 MI.,
 LN0642'TURN LEFT (N.) AND DRIVE 0.7 MI., TURN RIGHT (NE.) ABOUT 100 FT. TO
 LN0642'TOP AND STATION.
 LN0642'
 LN0642'STATION MARK--STANDARD TABLET STAMPED ---DINOSAUR 1939---, CEMENTED IN
 LN0642'LARGE BOULDER SET IN GROUND.
 LN0642'
 LN0642'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 LN0642'---DINOSAUR NO 1---, CEMENTED IN LARGE BOULDER SET IN GROUND, 12.06
 LN0642'FT. FROM STATION MARK, N 55 DEG 29 MIN W.
 LN0642'(DISTANCE MEASURED 12.66 FT. IN 1964.)
 LN0642'
 LN0642'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 LN0642'---DINOSAUR NO 2---, CEMENTED IN LARGE BOULDER SET IN GROUND, 12.66
 LN0642'FT. FROM STATION MARK, S 22 DEG 31 MIN W.
 LN0642'(DISTANCE MEASURED 12.06 FT. IN 1964.)
 LN0642
 LN0642                          STATION RECOVERY (2006)
 LN0642
 LN0642'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LN0642'FOUND THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IN
 LN0642'GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0597 ***********************************************************************
 HO0597  DESIGNATION -  DIVIDE
 HO0597  PID         -  HO0597
 HO0597  STATE/COUNTY-  UT/IRON
 HO0597  COUNTRY     -  US
 HO0597  USGS QUAD   -  THE THREE PEAKS (2017)
 HO0597
 HO0597                         *CURRENT SURVEY CONTROL
 HO0597  ______________________________________________________________________
 HO0597* NAD 83(1994) POSITION- 37 51 06.70838(N) 113 12 14.30383(W)   ADJUSTED
 HO0597* NAVD 88 ORTHO HEIGHT -  1796.1   (meters)     5893.    (feet) VERTCON3
 HO0597  ______________________________________________________________________
 HO0597  GEOID HEIGHT    -        -22.061 (meters)                     GEOID18
 HO0597  LAPLACE CORR    -          6.07  (seconds)                    DEFLEC18
 HO0597  HORZ ORDER      -  THIRD
 HO0597
 HO0597.The horizontal coordinates were established by classical geodetic methods
 HO0597.and adjusted by the National Geodetic Survey in November 1997.
 HO0597
 HO0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0597
 HO0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0597.GEOID18 height accuracy estimate available here.
 HO0597
 HO0597.Click photographs - Photos may exist for this station.
 HO0597
 HO0597.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0597
 HO0597. The following values were computed from the NAD 83(1994) position.
 HO0597
 HO0597;                    North         East     Units Scale Factor Converg.
 HO0597;SPC UT S     - 3,132,903.689   350,050.772   MT  0.99995199   -1 02 38.4
 HO0597;SPC UT S     -10,278,534.85  1,148,458.24   sFT  0.99995199   -1 02 38.4
 HO0597;UTM  12      - 4,191,668.251   306,096.513   MT  1.00006311   -1 21 10.2
 HO0597
 HO0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0597!SPC UT S     -   0.99972170  x   0.99995199  =   0.99967370
 HO0597!UTM  12      -   0.99972170  x   1.00006311  =   0.99978479
 HO0597
 HO0597:                Primary Azimuth Mark                     Grid Az
 HO0597:SPC UT S     -  CUTOFF                                   334 49 25.8
 HO0597:UTM  12      -  CUTOFF                                   335 07 57.6
 HO0597
 HO0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG0609691668(NAD 83)
 HO0597
 HO0597|---------------------------------------------------------------------|
 HO0597| PID    Reference Object                     Distance      Geod. Az  |
 HO0597|                                                           dddmmss.s |
 HO0597| HO0598 CUTOFF                              APPROX. 6.6 KM 3334647.4 |
 HO0597|---------------------------------------------------------------------|
 HO0597
 HO0597                          SUPERSEDED SURVEY CONTROL
 HO0597
 HO0597  NAD 83(1986)-  37 51 06.70452(N)    113 12 14.29761(W) AD(       ) 3
 HO0597  NAD 27      -  37 51 06.80332(N)    113 12 11.45705(W) AD(       ) 3
 HO0597  NGVD 29 (07/19/86) 1795.0    (m)         5889.     (f) VERT ANG       
 HO0597
 HO0597.Superseded values are not recommended for survey control.
 HO0597
 HO0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0597.See file dsdata.pdf to determine how the superseded data were derived.
 HO0597
 HO0597_MARKER: DB = BENCH MARK DISK
 HO0597_SETTING: 66 = SET IN ROCK OUTCROP
 HO0597_STAMPING: DIVIDE 1949
 HO0597_MARK LOGO: USGS
 HO0597_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0597+STABILITY: POSITION/ELEVATION WELL
 HO0597
 HO0597  HISTORY     - Date     Condition        Report By
 HO0597  HISTORY     - 1949     MONUMENTED       USGS
 HO0597  HISTORY     - 20190502 GOOD             INDIV
 HO0597
 HO0597                          STATION DESCRIPTION
 HO0597
 HO0597'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 HO0597'LOCATED ABOUT 14.5 MI. NW. OF CEDAR CITY, 17.0 MI. SE. OF LUND, ON
 HO0597'A SHARP ROCKY RIDGE 1.0 MI. SW. OF STATE HIGHWAY 19.  (ANOTHER
 HO0597'CONSPICUOUS SHARP TOP IS TO THE NE. ON NE.-SW. DIVIDE KNOWN AS BLACK
 HO0597'RIDGE.)
 HO0597'
 HO0597'TO REACH FROM CEDAR CITY, DRIVE W. FOR 2.7 MI. ON STATE HIGHWAY 56,
 HO0597'TURN ONTO STATE HIGHWAY 19 FOR 12.8 MI. NW. TO DIM RD. AT CONCRETE
 HO0597'CULVERT, TURN LEFT NW. FOR 0.8 MI. TO RD. FORKS, TURN RIGHT AND GO
 HO0597'0.6 MI. TO RD. FORKS, TURN LEFT (SW.) FOR 0.3 MI. TO END OF RD. ON
 HO0597'E. SIDE OF RIDGE AND END TRUCK TRAVEL.  PACK NW. FOR 0.2 MI. TO TOP
 HO0597'OF SHARP RIDGE AND STATION.
 HO0597'
 HO0597'STATION MARK--STANDARD TABLET, STAMPED ---DIVIDE 1949---, CEMENTED IN
 HO0597'ROCK OUTCROP.
 HO0597'
 HO0597'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0597'1---, CEMENTED IN ROCK OUTCROP.
 HO0597'
 HO0597'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0597'2---, CEMENTED IN ROCK OUTCROP.
 HO0597
 HO0597                          STATION RECOVERY (2019)
 HO0597
 HO0597'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (TWG)
 HO0597'TO REACH FROM THE MIDVALLEY ROAD AND LUND HIGHWAY INTERSECTION IN
 HO0597'ENOCH CITY, GO NORTH ON LUND HIGHWAY FOR 9.6 MI (15.4 KM).  THEN TURN
 HO0597'LEFT, PASS THROUGH A WIRE GATE AND GO GENERALLY SOUTH ON A JEEP TRAIL
 HO0597'FOR 2 MI (3.2 KM).  FROM HERE HIKE WEST ABOUT 15 MINUTES TO THE
 HO0597'STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0518 ***********************************************************************
 JO0518  DESIGNATION -  DIVIDE
 JO0518  PID         -  JO0518
 JO0518  STATE/COUNTY-  UT/IRON
 JO0518  COUNTRY     -  US
 JO0518  USGS QUAD   -  MINERSVILLE (2017)
 JO0518
 JO0518                         *CURRENT SURVEY CONTROL
 JO0518  ______________________________________________________________________
 JO0518* NAD 83(1994) POSITION- 38 07 49.89632(N) 112 53 01.30793(W)   ADJUSTED
 JO0518* NAVD 88 ORTHO HEIGHT -  2238.1   (meters)     7343.    (feet) VERTCON3
 JO0518  ______________________________________________________________________
 JO0518  GEOID HEIGHT    -        -20.712 (meters)                     GEOID18
 JO0518  LAPLACE CORR    -          6.01  (seconds)                    DEFLEC18
 JO0518  HORZ ORDER      -  THIRD
 JO0518
 JO0518.The horizontal coordinates were established by classical geodetic methods
 JO0518.and adjusted by the National Geodetic Survey in November 1997.
 JO0518
 JO0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0518
 JO0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0518.GEOID18 height accuracy estimate available here.
 JO0518
 JO0518.Click photographs - Photos may exist for this station.
 JO0518
 JO0518.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0518
 JO0518. The following values were computed from the NAD 83(1994) position.
 JO0518
 JO0518;                    North         East     Units Scale Factor Converg.
 JO0518;SPC UT S     - 3,163,364.334   378,690.369   MT  0.99996953   -0 50 52.0
 JO0518;SPC UT S     -10,378,471.15  1,242,419.99   sFT  0.99996953   -0 50 52.0
 JO0518;UTM  12      - 4,221,973.463   334,902.895   MT  0.99993570   -1 09 48.1
 JO0518
 JO0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0518!SPC UT S     -   0.99965219  x   0.99996953  =   0.99962173
 JO0518!UTM  12      -   0.99965219  x   0.99993570  =   0.99958791
 JO0518
 JO0518:                Primary Azimuth Mark                     Grid Az
 JO0518:SPC UT S     -  POORMAN                                  118 40 52.9
 JO0518:UTM  12      -  POORMAN                                  118 59 49.0
 JO0518
 JO0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH3490221973(NAD 83)
 JO0518
 JO0518|---------------------------------------------------------------------|
 JO0518| PID    Reference Object                     Distance      Geod. Az  |
 JO0518|                                                           dddmmss.s |
 JO0518| JO0517 POORMAN                             APPROX.12.2 KM 1175000.9 |
 JO0518|---------------------------------------------------------------------|
 JO0518
 JO0518                          SUPERSEDED SURVEY CONTROL
 JO0518
 JO0518  NAD 83(1986)-  38 07 49.89253(N)    112 53 01.30463(W) AD(       ) 3
 JO0518  NAD 27      -  38 07 49.99863(N)    112 52 58.48881(W) AD(       ) 3
 JO0518  NGVD 29 (07/19/86) 2236.9    (m)         7339.     (f) VERT ANG       
 JO0518
 JO0518.Superseded values are not recommended for survey control.
 JO0518
 JO0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0518.See file dsdata.pdf to determine how the superseded data were derived.
 JO0518
 JO0518_MARKER: DD = SURVEY DISK
 JO0518_SETTING: 66 = SET IN ROCK OUTCROP
 JO0518_STAMPING: DIVIDE 1951
 JO0518_MARK LOGO: USGS
 JO0518_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0518+STABILITY: POSITION/ELEVATION WELL
 JO0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0518+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2013
 JO0518
 JO0518  HISTORY     - Date     Condition        Report By
 JO0518  HISTORY     - 1951     MONUMENTED       USGS
 JO0518  HISTORY     - 20130828 GOOD             BLM
 JO0518
 JO0518                          STATION DESCRIPTION
 JO0518
 JO0518'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JO0518'LOCATED ABOUT 5.8 MI. SSE. OF MINERSVILLE, ON DIVIDE BETWEEN
 JO0518'MINERSVILLE AND PAROWAN, ON A SAGEBRUSH COVERED RIDGE ABOUT 0.2 MI.
 JO0518'SE. OF SADDLE AND 0.2 MI. W. OF TOP.  (NOT ON HIGHEST POINT.)
 JO0518'
 JO0518'TO REACH FROM MINERSVILLE POST OFFICE, DRIVE W. FOR 0.2 MI. TO A
 JO0518'STREET INTERSECTION, THENCE LEFT (S.) ON RD. TO PAROWAN FOR 0.8 MI.
 JO0518'TO RD. FORKS W., CONTINUE STRAIGHT AHEAD ON RD. TO PAROWAN FOR 9.2
 JO0518'MI. TO RD. FORKS LEFT, THENCE LEFT, KEEPING ON MAIN TRAVELED RD. FOR
 JO0518'2.0 MI. TO RD. FORKS, TAKE LEFT FORK, KEEPING ON MAIN TRAVELED RD.
 JO0518'FOR 4.4 MI. TO DIM RD. FORKS LEFT, TURN LEFT UP DRAIN ON TRACK RD.
 JO0518'FOR 0.9 MI. TO A SADDLE, THENCE RIGHT ON TRACK RD. FOR 0.2 MI.
 JO0518'STATION IS ON RIDGE OVERLOOKING MILFORK VALLEY AND 80 FT. S. OF
 JO0518'TRACK RD.
 JO0518'
 JO0518'STATION MARK--STANDARD TABLET, STAMPED ---DIVIDE 1951---, CEMENTED IN
 JO0518'SOLID ROCK EMBEDDED IN GROUND.
 JO0518'
 JO0518'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED
 JO0518'---DIVIDE 1951 NO 1---, CEMENTED IN SOLID ROCK.
 JO0518'
 JO0518'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED
 JO0518'---DIVIDE 1951 NO 2---, CEMENTED IN SOLID ROCK.
 JO0518
 JO0518                          STATION RECOVERY (2013)
 JO0518
 JO0518'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 2013 (JDD)
 JO0518'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0427 ***********************************************************************
 KN0427  DESIGNATION -  DIVIDE
 KN0427  PID         -  KN0427
 KN0427  STATE/COUNTY-  UT/SANPETE
 KN0427  COUNTRY     -  US
 KN0427  USGS QUAD   -  BIG HOLLOW (2017)
 KN0427
 KN0427                         *CURRENT SURVEY CONTROL
 KN0427  ______________________________________________________________________
 KN0427* NAD 83(1994) POSITION- 39 37 52.42953(N) 111 32 35.86831(W)   ADJUSTED
 KN0427* NAVD 88 ORTHO HEIGHT -  2451.9   (meters)     8044.    (feet) VERTCON3
 KN0427  ______________________________________________________________________
 KN0427  GEOID HEIGHT    -        -17.091 (meters)                     GEOID18
 KN0427  LAPLACE CORR    -          5.09  (seconds)                    DEFLEC18
 KN0427  HORZ ORDER      -  THIRD
 KN0427
 KN0427.The horizontal coordinates were established by classical geodetic methods
 KN0427.and adjusted by the National Geodetic Survey in November 1997.
 KN0427
 KN0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0427
 KN0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0427.GEOID18 height accuracy estimate available here.
 KN0427
 KN0427.Click photographs - Photos may exist for this station.
 KN0427
 KN0427.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0427
 KN0427. The following values were computed from the NAD 83(1994) position.
 KN0427
 KN0427;                    North         East     Units Scale Factor Converg.
 KN0427;SPC UT C     - 2,144,091.424   496,283.264   MT  0.99990511   -0 01 39.8
 KN0427;SPC UT C     - 7,034,406.61  1,628,222.68   sFT  0.99990511   -0 01 39.8
 KN0427;UTM  12      - 4,386,969.708   453,375.715   MT  0.99962676   -0 20 47.6
 KN0427
 KN0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0427!SPC UT C     -   0.99961816  x   0.99990511  =   0.99952331
 KN0427!UTM  12      -   0.99961816  x   0.99962676  =   0.99924507
 KN0427
 KN0427:                Primary Azimuth Mark                     Grid Az
 KN0427:SPC UT C     -  FAIRVIEW 2                               019 49 07.9
 KN0427:UTM  12      -  FAIRVIEW 2                               020 08 15.7
 KN0427
 KN0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ5337586969(NAD 83)
 KN0427
 KN0427|---------------------------------------------------------------------|
 KN0427| PID    Reference Object                     Distance      Geod. Az  |
 KN0427|                                                           dddmmss.s |
 KN0427| KN0426 FAIRVIEW 2                          APPROX. 6.6 KM 0194728.1 |
 KN0427| KN0403 RIO GRANDE WT                       APPROX.16.7 KM 1733938.7 |
 KN0427|---------------------------------------------------------------------|
 KN0427
 KN0427                          SUPERSEDED SURVEY CONTROL
 KN0427
 KN0427  NAD 83(1993)-  39 37 52.41907(N)    111 32 35.86424(W) AD(       ) 3
 KN0427  NAD 83(1986)-  39 37 52.41736(N)    111 32 35.86259(W) AD(       ) 3
 KN0427  NAD 27      -  39 37 52.56140(N)    111 32 33.15795(W) AD(       ) 3
 KN0427  NGVD 29 (07/19/86) 2450.6    (m)         8040.     (f) VERT ANG       
 KN0427
 KN0427.Superseded values are not recommended for survey control.
 KN0427
 KN0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0427.See file dsdata.pdf to determine how the superseded data were derived.
 KN0427
 KN0427_MARKER: DD = SURVEY DISK
 KN0427_SETTING: 66 = SET IN ROCK OUTCROP
 KN0427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0427+STABILITY: POSITION/ELEVATION WELL
 KN0427
 KN0427  HISTORY     - Date     Condition        Report By
 KN0427  HISTORY     - 1950     MONUMENTED       USGS
 KN0427
 KN0427                          STATION DESCRIPTION
 KN0427
 KN0427'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KN0427'LOCATED ABOUT 5 MI. SE. OF FOUNTAIN GREEN 5.5 MI. NE. OF MORONI, ON
 KN0427'HIGHEST HILL IN VICINITY BETWEEN HIGHWAYS 189 AND 89.  GOOD VISIBILITY
 KN0427'IN ALL DIRECTIONS.
 KN0427'
 KN0427'TO REACH FROM FOUNTAIN GREEN POST OFFICE, DRIVE NW. ABOUT 0.2 MI. TO
 KN0427'SPRING BRANCH CREEK RD. TURN RIGHT NE. 4.8 MI. ON GOOD RD. TO FORKS IN
 KN0427'DRAIN, TURN RIGHT SE. ON TRACK RD. 0.5 MI. TO OLD CORRAL ON LEFT,
 KN0427'CONTINUE SE. 0.4 MI. TURNING LEFT AT FORKS AND GOING 1 MI. SW. UP
 KN0427'GRADE TO SADDLE AND END OF RD. PACK SE. ABOUT 0.6 MI. UP SHOULDER TO
 KN0427'HIGHEST POINT AND STATION IN OLD CAIRN ON S. END.
 KN0427'
 KN0427'STATION MARK - STANDARD TABLET STAMPED ---DIVIDE 1950--- SET IN
 KN0427'BEDROCK AT GROUND LEVEL IN CENTER OF OLD CAIRN.
 KN0427'
 KN0427'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 KN0427'---NO.1--- SET IN ROCK, 35.71 FT. FROM STATION MARK AND 4 FT. LOWER,
 KN0427'S 00 DEG 44 MIN E.
 KN0427'
 KN0427'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED
 KN0427'---NO.2--- SET IN ROCK, 14.48 FT. FROM STATION MARK AND 2 FT. LOWER,
 KN0427'N 61 DEG 48 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0373 ***********************************************************************
 KM0373  DESIGNATION -  DIVIDE
 KM0373  PID         -  KM0373
 KM0373  STATE/COUNTY-  UT/UINTAH
 KM0373  COUNTRY     -  US
 KM0373  USGS QUAD   -  BIG PACK MOUNTAIN NW (2017)
 KM0373
 KM0373                         *CURRENT SURVEY CONTROL
 KM0373  ______________________________________________________________________
 KM0373* NAD 83(1994) POSITION- 39 56 09.68215(N) 109 44 49.24791(W)   ADJUSTED
 KM0373* NAVD 88 ORTHO HEIGHT -  1639.4   (meters)     5379.    (feet) VERTCON3
 KM0373  ______________________________________________________________________
 KM0373  GEOID HEIGHT    -        -17.837 (meters)                     GEOID18
 KM0373  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 KM0373  HORZ ORDER      -  THIRD
 KM0373
 KM0373.The horizontal coordinates were established by classical geodetic methods
 KM0373.and adjusted by the National Geodetic Survey in November 1997.
 KM0373
 KM0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0373
 KM0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0373.GEOID18 height accuracy estimate available here.
 KM0373
 KM0373.Click photographs - Photos may exist for this station.
 KM0373
 KM0373.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0373
 KM0373. The following values were computed from the NAD 83(1994) position.
 KM0373
 KM0373;                    North         East     Units Scale Factor Converg.
 KM0373;SPC UT C     - 2,179,396.484   649,809.386   MT  0.99990037   +1 07 22.5
 KM0373;SPC UT C     - 7,150,236.63  2,131,916.29   sFT  0.99990037   +1 07 22.5
 KM0373;UTM  12      - 4,421,407.920   607,055.836   MT  0.99974109   +0 48 15.9
 KM0373
 KM0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0373!SPC UT C     -   0.99974567  x   0.99990037  =   0.99964607
 KM0373!UTM  12      -   0.99974567  x   0.99974109  =   0.99948683
 KM0373
 KM0373:                Primary Azimuth Mark                     Grid Az
 KM0373:SPC UT C     -  1 4 A                                    119 17 05.3
 KM0373:UTM  12      -  1 4 A                                    119 36 11.9
 KM0373
 KM0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK0705521407(NAD 83)
 KM0373
 KM0373|---------------------------------------------------------------------|
 KM0373| PID    Reference Object                     Distance      Geod. Az  |
 KM0373|                                                           dddmmss.s |
 KM0373| KM0372 1 4 A                               APPROX. 4.1 KM 1202427.8 |
 KM0373|---------------------------------------------------------------------|
 KM0373
 KM0373                          SUPERSEDED SURVEY CONTROL
 KM0373
 KM0373  NAD 83(1993)-  39 56 09.66807(N)    109 44 49.23967(W) AD(       ) 3
 KM0373  NAD 83(1986)-  39 56 09.65677(N)    109 44 49.23983(W) AD(       ) 3
 KM0373  NAD 27      -  39 56 09.78476(N)    109 44 46.74678(W) AD(       ) 3
 KM0373  NGVD 29 (07/19/86) 1638.3    (m)         5375.     (f) VERT ANG       
 KM0373
 KM0373.Superseded values are not recommended for survey control.
 KM0373
 KM0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0373.See file dsdata.pdf to determine how the superseded data were derived.
 KM0373
 KM0373_MARKER: DD = SURVEY DISK
 KM0373_SETTING: 66 = SET IN ROCK OUTCROP
 KM0373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0373+STABILITY: POSITION/ELEVATION WELL
 KM0373
 KM0373  HISTORY     - Date     Condition        Report By
 KM0373  HISTORY     - 1953     MONUMENTED       USGS
 KM0373
 KM0373                          STATION DESCRIPTION
 KM0373
 KM0373'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 KM0373'LOCATED ABOUT 11.5 MI. SW. OF OURAY, 5 MI. WSW. OF BRIDGE CROSSING
 KM0373'HILL CREEK, AND 4 MI. ENE. OF MOUTH OF KINGS CANYON AND GREEN RIVER.
 KM0373'STATION IS A PROMINENT SANDSTONE ROCK DIVIDING DRAINAGE N. AND S.
 KM0373'ON WILD HORSE BENCH.
 KM0373'
 KM0373'STATION REACHED BY HELICOPTER.  THERE IS A RD. ABOUT 0.75 MI. S. OF
 KM0373'STATION THAT LEAVES THE MAIN RD. ABOUT 0.5 MI. N. OF BENCH MARK
 KM0373'---37 WF 1952 5405--- AND RUNS NW. TOWARDS THE STATION.
 KM0373'
 KM0373'STATION MARK--STANDARD TABLET, STAMPED ---DIVIDE 1953---, CEMENTED
 KM0373'IN DRILL HOLE IN SANDSTONE BEDROCK.
 KM0373'
 KM0373'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 KM0373'1 1953---, CEMENTED IN DRILL HOLE IN SANDSTONE BEDROCK, 11.77 FT.
 KM0373'FROM STATION MARK, N 88 DEG 51 MIN W.
 KM0373'
 KM0373'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 KM0373'2 1953---, CEMENTED IN DRILL HOLE IN SANDSTONE BEDROCK, 19.58 FT.
 KM0373'FROM STATION MARK, S 76 DEG 53 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0604 ***********************************************************************
 LN0604  DESIGNATION -  DIVIDE
 LN0604  PID         -  LN0604
 LN0604  STATE/COUNTY-  UT/UINTAH
 LN0604  COUNTRY     -  US
 LN0604  USGS QUAD   -  JENSEN RIDGE (2017)
 LN0604
 LN0604                         *CURRENT SURVEY CONTROL
 LN0604  ______________________________________________________________________
 LN0604* NAD 83(1994) POSITION- 40 30 21.88086(N) 109 18 18.89728(W)   ADJUSTED
 LN0604* NAVD 88 ORTHO HEIGHT -  1793.85  (+/-2cm)     5885.3   (feet) VERTCON3
 LN0604  ______________________________________________________________________
 LN0604  GEOID HEIGHT    -        -16.226 (meters)                     GEOID18
 LN0604  LAPLACE CORR    -          2.58  (seconds)                    DEFLEC18
 LN0604  HORZ ORDER      -  FIRST
 LN0604  VERT ORDER      -  THIRD ? (See Below)
 LN0604
 LN0604.The horizontal coordinates were established by classical geodetic methods
 LN0604.and adjusted by the National Geodetic Survey in November 1997.
 LN0604
 LN0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0604
 LN0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0604.GEOID18 height accuracy estimate available here.
 LN0604
 LN0604.The vertical order pertains to the NGVD 29 superseded value.
 LN0604
 LN0604.Click photographs - Photos may exist for this station.
 LN0604
 LN0604.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0604
 LN0604. The following values were computed from the NAD 83(1994) position.
 LN0604
 LN0604;                    North         East     Units Scale Factor Converg.
 LN0604;SPC UT C     - 2,243,504.142   686,002.585   MT  0.99996737   +1 24 21.3
 LN0604;SPC UT C     - 7,360,563.17  2,250,660.15   sFT  0.99996737   +1 24 21.3
 LN0604;UTM  12      - 4,485,308.993   643,593.122   MT  0.99985381   +1 06 03.5
 LN0604
 LN0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0604!SPC UT C     -   0.99972122  x   0.99996737  =   0.99968860
 LN0604!UTM  12      -   0.99972122  x   0.99985381  =   0.99957507
 LN0604
 LN0604:                Primary Azimuth Mark                     Grid Az
 LN0604:SPC UT C     -  DIVIDE AZ MK                             265 39 14.2
 LN0604:UTM  12      -  DIVIDE AZ MK                             265 57 32.0
 LN0604
 LN0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK4359385308(NAD 83)
 LN0604
 LN0604|---------------------------------------------------------------------|
 LN0604| PID    Reference Object                     Distance      Geod. Az  |
 LN0604|                                                           dddmmss.s |
 LN0604| CP4844 DIVIDE RM 1                           8.892 METERS 09132     |
 LN0604| CP4843 DIVIDE AZ MK                                       2670335.5 |
 LN0604| CP4845 DIVIDE RM 2                          12.923 METERS 27641     |
 LN0604|---------------------------------------------------------------------|
 LN0604
 LN0604                          SUPERSEDED SURVEY CONTROL
 LN0604
 LN0604  NAD 83(1993)-  40 30 21.87881(N)    109 18 18.89453(W) AD(       ) 1
 LN0604  NAD 83(1986)-  40 30 21.86233(N)    109 18 18.88372(W) AD(       ) 1
 LN0604  NAD 27      -  40 30 21.99800(N)    109 18 16.41700(W) AD(       ) 1
 LN0604  NGVD 29            1792.65   (m)         5881.4    (f) LEVELING    3  
 LN0604
 LN0604.Superseded values are not recommended for survey control.
 LN0604
 LN0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0604.See file dsdata.pdf to determine how the superseded data were derived.
 LN0604
 LN0604_MARKER: DD = SURVEY DISK
 LN0604_SETTING: 66 = SET IN ROCK OUTCROP
 LN0604
 LN0604  HISTORY     - Date     Condition        Report By
 LN0604  HISTORY     - 1946     MONUMENTED       USGS
 LN0604  HISTORY     - 1964     GOOD             USGS
 LN0604
 LN0604                          STATION DESCRIPTION
 LN0604
 LN0604'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (DHK)
 LN0604'THE STATION IS LOCATED ON THE HIGHEST PART OF A LONG ROCK
 LN0604'LEDGE EXTENDING FOR A FEW MILES IN AN EAST-WEST DIRECTION,
 LN0604'WITH THE ROAD ALONG THE SOUTH EDGE AND THE ROCKS EXTENDING
 LN0604'UPWARD.  ABOUT 12.5 MILES AIRLINE NORTHEAST OF VERNAL, ABOUT
 LN0604'9.5 MILES AIRLINE NORTH OF JENSEN, ALONG THE ISLAND PARK
 LN0604'ROAD, 3 FEET NORTH OF THE SOUTH EDGE OF RIM, 3 FEET WEST OF
 LN0604'THE EAST EDGE OF RIM, AND 3 FEET SOUTH OF THE NORTH EDGE OF
 LN0604'RIM.  IT IS A U.S. GEOLOGICAL SURVEY DISK SET IN BEDROCK
 LN0604'APPROXIMATELY 10 INCHES BELOW THE ROCK SURFACE AND IS
 LN0604'STAMPED.  DIVIDE 1939.
 LN0604'
 LN0604'REFERENCE MARK NO. 1 IS APPROXIMATELY 4 FEET LOWER THAN THE
 LN0604'STATION, 6 INCHES NORTH OF THE SOUTH EDGE OF RIM, 2 PACES
 LN0604'WEST OF THE EAST EDGE OF RIM, SET IN A ROCK LEDGE, FLUSH WITH
 LN0604'SURFACE AND IS STAMPED--DIVIDE NO. 1 USGS 1946.
 LN0604'
 LN0604'REFERENCE MARK NO. 2 IS APPROXIMATELY 4 FEET LOWER THAN THE
 LN0604'STATION, 2 FEET NORTH OF THE SOUTH EDGE OF RIM, SET IN A
 LN0604'ROCK LEDGE FLUSH WITH ROCK SURFACE, STAMPED--DIVIDE NO 2
 LN0604'USGS 1946.
 LN0604'
 LN0604'THE AZIMUTH MARK IS APPROX. 0.3 MILE WEST-SOUTHWEST OF STATION,
 LN0604'6 PACES NORTH OF CENTER LINE OF ROAD TO STATION, SET IN BOULDER
 LN0604'WHICH PROJECTS 2 INCHES AND IS STAMPED--DIVIDE USGS 1946.
 LN0604'
 LN0604'TO REACH FROM VERNAL, GO NORTH ON STATE HIGHWAY 44 FOR 0.5
 LN0604'MILE TO A CROSSROAD.  TURN RIGHT (E) AND GO 5.15 MILES TO
 LN0604'A FORK JUST AFTER CROSSING A SMALL WOODEN BRIDGE.  TAKE LEFT
 LN0604'FORK.  GO 6.0 MILES TO FORK AT THE TOP OF HILL.  TAKE RIGHT
 LN0604'FORK FOR 1.6 MILE TO FORK AT GATE.  TAKE RIGHT FORK FOR 1.3
 LN0604'MILE TO FORK.  TAKE LEFT FORK CROSSING BRUSH CREEK AND GO
 LN0604'4.8 MILES TO TOP OF HILL AND SADDLE.  TURN SHARP LEFT (N) UP
 LN0604'SLOPE FOR 0.1 MILE TO TOP OF RIDGE.  TURN LEFT UP RIDGE FOR
 LN0604'0.05 MILE TO END OF TRUCK TRAVEL.  PACK WEST TO SUMMIT AND
 LN0604'STATION AS DESCRIBED.  A 5 MINUTE PACK.
 LN0604
 LN0604                          STATION RECOVERY (1964)
 LN0604
 LN0604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LN0604'LOCATED ABOUT 12.5 MI. (AIRLINE) NE. OF VERNAL, ABOUT 9.5 MI. N. OF
 LN0604'JENSEN, ALONG THE ISLAND PARK ROAD, 3 FT. N. OF THE S. EDGE OF RIM,
 LN0604'3 FT. W. OF THE E. EDGE OF RIM, AND 3 FT. S. OF THE N. EDGE OF RIM,
 LN0604'ON THE HIGHEST PART OF A LONG ROCK LEDGE EXTENDING FOR A FEW MILES
 LN0604'IN AN E-W. DIRECTION, WITH THE RD. ALONG THE S. EDGE AND THE ROCKS
 LN0604'EXTENDING UPWARD.
 LN0604'
 LN0604'STATION MARK--A STANDARD TABLET STAMPED ---DIVIDE 1939---, SET IN
 LN0604'ROCK OUTCROP.
 LN0604'
 LN0604'REFERENCE MARK NO. 1--A STANDARD USC AND GS REFERENCE TABLET STAMPED
 LN0604'---DIVIDE NO 1 USGS 1946---, 29.18 FT. FROM STATION MARK,
 LN0604'S 88 DEG 27 MIN E.
 LN0604'
 LN0604'REFERENCE MARK NO. 2--A STANDARD USC AND GS REFERENCE TABLET STAMPED
 LN0604'---DIVIDE NO 2 USGS 1946---, 42.55 FT. FROM STATION MARK,
 LN0604'N 83 DEG 21 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0623 ***********************************************************************
 HO0623  DESIGNATION -  DIXIE
 HO0623  PID         -  HO0623
 HO0623  STATE/COUNTY-  UT/WASHINGTON
 HO0623  COUNTRY     -  US
 HO0623  USGS QUAD   -  CENTRAL EAST (2017)
 HO0623
 HO0623                         *CURRENT SURVEY CONTROL
 HO0623  ______________________________________________________________________
 HO0623* NAD 83(1994) POSITION- 37 29 13.20801(N) 113 32 19.98438(W)   ADJUSTED
 HO0623* NAVD 88 ORTHO HEIGHT -  2357.0   (meters)     7733.    (feet) VERTCON3
 HO0623  ______________________________________________________________________
 HO0623  GEOID HEIGHT    -        -22.852 (meters)                     GEOID18
 HO0623  LAPLACE CORR    -          6.05  (seconds)                    DEFLEC18
 HO0623  HORZ ORDER      -  THIRD
 HO0623
 HO0623.The horizontal coordinates were established by classical geodetic methods
 HO0623.and adjusted by the National Geodetic Survey in November 1997.
 HO0623
 HO0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0623
 HO0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0623.GEOID18 height accuracy estimate available here.
 HO0623
 HO0623.Click photographs - Photos may exist for this station.
 HO0623
 HO0623.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0623
 HO0623. The following values were computed from the NAD 83(1994) position.
 HO0623
 HO0623;                    North         East     Units Scale Factor Converg.
 HO0623;SPC UT S     - 3,093,008.893   319,700.139   MT  0.99996466   -1 14 57.1
 HO0623;SPC UT S     -10,147,646.68  1,048,882.87   sFT  0.99996466   -1 14 57.1
 HO0623;UTM  12      - 4,151,927.154   275,529.690   MT  1.00022069   -1 32 44.7
 HO0623
 HO0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0623!SPC UT S     -   0.99963385  x   0.99996466  =   0.99959852
 HO0623!UTM  12      -   0.99963385  x   1.00022069  =   0.99985446
 HO0623
 HO0623:                Primary Azimuth Mark                     Grid Az
 HO0623:SPC UT S     -  PINTO                                    010 07 37.9
 HO0623:UTM  12      -  PINTO                                    010 25 25.5
 HO0623
 HO0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG7552951927(NAD 83)
 HO0623
 HO0623|---------------------------------------------------------------------|
 HO0623| PID    Reference Object                     Distance      Geod. Az  |
 HO0623|                                                           dddmmss.s |
 HO0623| HO0638 PINTO                               APPROX. 9.4 KM 0085240.8 |
 HO0623|---------------------------------------------------------------------|
 HO0623
 HO0623                          SUPERSEDED SURVEY CONTROL
 HO0623
 HO0623  NAD 83(1986)-  37 29 13.20510(N)    113 32 19.98048(W) AD(       ) 3
 HO0623  NAD 27      -  37 29 13.28408(N)    113 32 17.14002(W) AD(       ) 3
 HO0623  NGVD 29 (07/19/86) 2355.8    (m)         7729.     (f) VERT ANG       
 HO0623
 HO0623.Superseded values are not recommended for survey control.
 HO0623
 HO0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0623.See file dsdata.pdf to determine how the superseded data were derived.
 HO0623
 HO0623_MARKER: DD = SURVEY DISK
 HO0623_SETTING: 66 = SET IN ROCK OUTCROP
 HO0623_STAMPING: DIXIE 1948
 HO0623_MARK LOGO: USGS
 HO0623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0623+STABILITY: POSITION/ELEVATION WELL
 HO0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HO0623+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2019
 HO0623
 HO0623  HISTORY     - Date     Condition        Report By
 HO0623  HISTORY     - 1948     MONUMENTED       USGS
 HO0623  HISTORY     - 20190507 GOOD             INDIV
 HO0623
 HO0623                          STATION DESCRIPTION
 HO0623
 HO0623'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 HO0623'LOCATED ABOUT 12.0 MI. S. OF NEWCASTLE, 5.2 MI. SSW. OF PINTO, ON
 HO0623'HIGHEST RIDGE IN VICINITY, ON HIGHEST POINT OF MIDDLE ONE OF THREE
 HO0623'PEAKS.  PEAK TO S. IS 490 FT. DISTANT AND ABOUT SAME ELEVATION.
 HO0623'PEAK TO NW. IS 190 FT. DISTANT AND 3 FT. LOWER IN ELEVATION.
 HO0623'
 HO0623'TO REACH FROM PINTO, DRIVE W. 2.0 MI. TOWARDS ENTERPRISE TO DIM RD.
 HO0623'S. AT TOP OF GRADE ON CURVE, THENCE ABOUT 2.0 MI. S. AND SE. TOWARDS
 HO0623'LARGEST RIDGE IN VICINITY TO END OF RD. AND END TRUCK TRAVEL.  PACK
 HO0623'S. UP RIDGE ABOUT 1.5 MI. TO HIGHEST POINT AND STATION.
 HO0623'
 HO0623'STATION MARK--STANDARD TABLET, STAMPED ---DIXIE 1948---, CEMENTED IN
 HO0623'ROCK OUTCROP.
 HO0623'
 HO0623'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0623'1---, CEMENTED IN PROJECTING ROCK.
 HO0623'
 HO0623'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0623'2---, CEMENTED IN PROJECTING ROCK.
 HO0623
 HO0623                          STATION RECOVERY (2019)
 HO0623
 HO0623'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (TWG)
 HO0623'THE 1948 TO REACH DIRECTIONS ARE STILL ACCURATE.  MARKS ARE OBSCURED
 HO0623'BY THICK OVERGROWTH OF SCRUB BRUSH MAKING SATELLITE OBSERVATION
 HO0623'QUESTIONABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0781 ***********************************************************************
 LO0781  DESIGNATION -  DIXON
 LO0781  PID         -  LO0781
 LO0781  STATE/COUNTY-  UT/UTAH
 LO0781  COUNTRY     -  US
 LO0781  USGS QUAD   -  SPANISH FORK PEAK (2017)
 LO0781
 LO0781                         *CURRENT SURVEY CONTROL
 LO0781  ______________________________________________________________________
 LO0781* NAD 83(1994) POSITION- 40 01 08.64869(N) 111 36 52.85710(W)   ADJUSTED
 LO0781* NAVD 88 ORTHO HEIGHT -  2754.8   (meters)     9038.    (feet) VERTCON3
 LO0781  ______________________________________________________________________
 LO0781  GEOID HEIGHT    -        -16.796 (meters)                     GEOID18
 LO0781  LAPLACE CORR    -         26.50  (seconds)                    DEFLEC18
 LO0781  HORZ ORDER      -  FIRST
 LO0781
 LO0781.The horizontal coordinates were established by classical geodetic methods
 LO0781.and adjusted by the National Geodetic Survey in November 1997.
 LO0781
 LO0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0781
 LO0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0781.GEOID18 height accuracy estimate available here.
 LO0781
 LO0781.Click photographs - Photos may exist for this station.
 LO0781
 LO0781.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0781
 LO0781. The following values were computed from the NAD 83(1994) position.
 LO0781
 LO0781;                    North         East     Units Scale Factor Converg.
 LO0781;SPC UT C     - 2,187,154.746   490,210.484   MT  0.99990397   -0 04 24.5
 LO0781;SPC UT C     - 7,175,690.20  1,608,298.90   sFT  0.99990397   -0 04 24.5
 LO0781;UTM  12      - 4,430,054.642   447,545.306   MT  0.99963387   -0 23 43.0
 LO0781
 LO0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0781!SPC UT C     -   0.99957066  x   0.99990397  =   0.99947467
 LO0781!UTM  12      -   0.99957066  x   0.99963387  =   0.99920468
 LO0781
 LO0781:                Primary Azimuth Mark                     Grid Az
 LO0781:SPC UT C     -  DIXON RM 4 AZIMUTH                       066 18 52.6
 LO0781:UTM  12      -  DIXON RM 4 AZIMUTH                       066 38 11.1
 LO0781
 LO0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4754530054(NAD 83)
 LO0781
 LO0781|---------------------------------------------------------------------|
 LO0781| PID    Reference Object                     Distance      Geod. Az  |
 LO0781|                                                           dddmmss.s |
 LO0781| LO0780 DIXON RM 4 AZIMUTH                  APPROX. 2.1 KM 0661428.1 |
 LO0781| CM5475 DIXON RM 1                           12.070 METERS 11818     |
 LO0781| CM5476 DIXON RM 2                            6.462 METERS 21250     |
 LO0781| CM5477 DIXON RM 3                                         34159     |
 LO0781|---------------------------------------------------------------------|
 LO0781
 LO0781                          SUPERSEDED SURVEY CONTROL
 LO0781
 LO0781  NAD 83(1993)-  40 01 08.64832(N)    111 36 52.85558(W) AD(       ) 1
 LO0781  NAD 83(1986)-  40 01 08.63733(N)    111 36 52.85238(W) AD(       ) 1
 LO0781  NAD 27      -  40 01 08.79599(N)    111 36 50.14112(W) AD(       ) 1
 LO0781  NGVD 29 (07/19/86) 2753.5    (m)         9034.     (f) VERT ANG       
 LO0781
 LO0781.Superseded values are not recommended for survey control.
 LO0781
 LO0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0781.See file dsdata.pdf to determine how the superseded data were derived.
 LO0781
 LO0781_MARKER: DH = HORIZONTAL CONTROL DISK
 LO0781_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0781_STAMPING: DIXON 1974
 LO0781_MARK LOGO: NGS
 LO0781_MAGNETIC: P = MARKER IS A STEEL PIPE
 LO0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0781
 LO0781  HISTORY     - Date     Condition        Report By
 LO0781  HISTORY     - 1974     MONUMENTED       NGS
 LO0781
 LO0781                          STATION DESCRIPTION
 LO0781
 LO0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LO0781'THE STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHEAST OF SPANISH
 LO0781'FORK, 4 MILES SOUTHWEST OF U.S. HIGHWAY 6, 3.5 MILES SOUTHEAST OF
 LO0781'SALEM, ON A HIGH MOUNTAIN WITH HIGHER MOUNTAINS TO THE SOUTH, NEAR
 LO0781'THE SE 1/4 SECTION 20, T 9 S, R 3 E AND ON PROPERTY OWNED BY MR.
 LO0781'QUAYLE DIXON, 140 WEST CENTER STREET, SPANISH FORK, UTAH,
 LO0781'801-798-3450.
 LO0781'
 LO0781'TO REACH THE STATION FROM THE POST OFFICE IN SALEM GO EAST ON PAVED
 LO0781'ROAD FOR 0.5 MILE TO A T-ROAD.  TURN LEFT AND GO NORTH ON PAVED ROAD
 LO0781'FOR 0.05 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON
 LO0781'PAVED ROAD FOR 1.0 MILE TO A T-ROAD.  TURN LEFT AND GO NORTH ON
 LO0781'PAVED ROAD FOR 0.2 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 LO0781'EAST ON PAVED ROAD FOR 0.75 MILE TO A FORK.  KEEP RIGHT FORK AND
 LO0781'SOUTHWEST ON GRAVELED ROAD FOR 0.05 MILE TO A SIDE ROAD LEFT.
 LO0781'TURN LEFT, CROSSING WOODEN BRIDGE, PASSING THROUGH LOCKED
 LO0781'GATE, CONTINUE SOUTHEAST ON GRAVELED ROAD FOR 0.15 MILE TO A
 LO0781'TRAILER HOUSE ON THE LEFT.  (CHECK IN WITH CARETAKER, WHO LIVES
 LO0781'IN THE TRAILER HOUSE BEFORE CONTINUING TO THE STATION.)
 LO0781'CONTINUE SOUTHEAST ON GRAVELED ROAD FOR 0.3 MILE TO A FORK.
 LO0781'KEEP LEFT FORK AND GO SOUTHEAST ON GRAVELED ROAD FOR 0.3 MILE
 LO0781'TO A GATE.  PASS THROUGH GATE AND CONTINUE SOUTHEASTERLY,
 LO0781'UPHILL ON WINDING MOUNTAIN ROAD FOR 4.1 MILES TO A BLAZED TREE
 LO0781'AND REFERENCE MARK 4 ON THE LEFT.  (TO REACH THE REFERENCE MARK
 LO0781'PACK EAST, UPHILL FOR ABOUT 5 MINUTES TO THE MARK ON A RIDGE.)
 LO0781'CONTINUE SOUTHERLY ON MAIN ROAD FOR 2.5 MILES TO TOP OF MOUNTAIN
 LO0781'AND STATION.
 LO0781'
 LO0781'THE STATION MARK IS A STANDARD DISK STAMPED DIXON 1974, BRAZED TO
 LO0781'THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 15 INCHES ABOVE THE
 LO0781'GROUND.  IT IS 21 FEET NORTH OF A STEEL FENCE AND 116 PACES
 LO0781'SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 LO0781'
 LO0781'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DIXON NO 1 1974, BRAZED
 LO0781'TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 10 INCHES ABOVE THE
 LO0781'GROUND.  IT IS 14 FEET NORTH OF THE STEEL FENCE AND 8 FEET WEST OF
 LO0781'A BLUFF.
 LO0781'
 LO0781'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DIXON NO 2 1974,
 LO0781'CEMENTED IN A DRILL HOLE IN THE FOOTING ON THE NORTHWEST FENCE
 LO0781'CORNER, IT IS FLUSH WITH THE GROUND.  IT IS 6 INCHES NORTH OF THE
 LO0781'STEEL FENCE.
 LO0781'
 LO0781'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DIXON NO 3 1974,
 LO0781'CEMENTED IN A DRILL HOLE, IN A 1 X 2 FOOT OUTCROPPING BEDROCK THAT
 LO0781'IS FLUSH WITH THE GROUND.  IT IS 1.5 FEET SOUTH OF THE METAL
 LO0781'WITNESS POST.
 LO0781'
 LO0781'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DIXON NO 4 1974, BRAZED
 LO0781'TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 15 INCHES ABOVE THE
 LO0781'GROUND.
 LO0781'
 LO0781'REFERENCE MARK 4 CAN BE USED AS AN AZIMUTH MARK.
 LO0781'
 LO0781'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0780 ***********************************************************************
 LO0780  DESIGNATION -  DIXON RM 4 AZIMUTH
 LO0780  PID         -  LO0780
 LO0780  STATE/COUNTY-  UT/UTAH
 LO0780  COUNTRY     -  US
 LO0780  USGS QUAD   -  SPANISH FORK PEAK (2017)
 LO0780
 LO0780                         *CURRENT SURVEY CONTROL
 LO0780  ______________________________________________________________________
 LO0780* NAD 83(1994) POSITION- 40 01 35.59734(N) 111 35 33.20148(W)   ADJUSTED
 LO0780* NAVD 88 ORTHO HEIGHT -  2435.0   (meters)     7989.    (feet) VERTCON3
 LO0780  ______________________________________________________________________
 LO0780  GEOID HEIGHT    -        -16.748 (meters)                     GEOID18
 LO0780  LAPLACE CORR    -         -4.73  (seconds)                    DEFLEC18
 LO0780  HORZ ORDER      -  SECOND
 LO0780
 LO0780.The horizontal coordinates were established by classical geodetic methods
 LO0780.and adjusted by the National Geodetic Survey in November 1997.
 LO0780
 LO0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0780
 LO0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0780.GEOID18 height accuracy estimate available here.
 LO0780
 LO0780.Click photographs - Photos may exist for this station.
 LO0780
 LO0780.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0780
 LO0780. The following values were computed from the NAD 83(1994) position.
 LO0780
 LO0780;                    North         East     Units Scale Factor Converg.
 LO0780;SPC UT C     - 2,187,983.657   492,100.108   MT  0.99990439   -0 03 33.4
 LO0780;SPC UT C     - 7,178,409.71  1,614,498.44   sFT  0.99990439   -0 03 33.4
 LO0780;UTM  12      - 4,430,872.705   449,439.042   MT  0.99963147   -0 22 52.0
 LO0780
 LO0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0780!SPC UT C     -   0.99962077  x   0.99990439  =   0.99952520
 LO0780!UTM  12      -   0.99962077  x   0.99963147  =   0.99925238
 LO0780
 LO0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4943930872(NAD 83)
 LO0780
 LO0780                          SUPERSEDED SURVEY CONTROL
 LO0780
 LO0780  NAD 83(1993)-  40 01 35.59733(N)    111 35 33.20014(W) AD(       ) 2
 LO0780  NAD 83(1986)-  40 01 35.58599(N)    111 35 33.19665(W) AD(       ) 2
 LO0780  NAD 27      -  40 01 35.74517(N)    111 35 30.48737(W) AD(       ) 2
 LO0780  NGVD 29 (07/19/86) 2433.8    (m)         7985.     (f) VERT ANG       
 LO0780
 LO0780.Superseded values are not recommended for survey control.
 LO0780
 LO0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0780.See file dsdata.pdf to determine how the superseded data were derived.
 LO0780
 LO0780_MARKER: DR = REFERENCE MARK DISK
 LO0780_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0780_STAMPING: DIXON NO 4 1974
 LO0780_MARK LOGO: NGS
 LO0780_MAGNETIC: P = MARKER IS A STEEL PIPE
 LO0780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0780
 LO0780  HISTORY     - Date     Condition        Report By
 LO0780  HISTORY     - 1974     MONUMENTED       NGS
 LO0780
 LO0780                          STATION DESCRIPTION
 LO0780
 LO0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LO0780'TO REACH THE STATION FROM THE POST OFFICE IN SALEM GO EAST ON PAVED
 LO0780'ROAD FOR 0.5 MILE TO A T-ROAD.  TURN LEFT AND GO NORTH ON PAVED ROAD
 LO0780'FOR 0.05 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON
 LO0780'PAVED ROAD FOR 1.0 MILE TO A T-ROAD.  TURN LEFT AND GO NORTH ON
 LO0780'PAVED ROAD FOR 0.2 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 LO0780'EAST ON PAVED ROAD FOR 0.75 MILE TO A FORK.  KEEP RIGHT FORK AND
 LO0780'SOUTHWEST ON GRAVELED ROAD FOR 0.05 MILE TO A SIDE ROAD LEFT.
 LO0780'TURN LEFT, CROSSING WOODEN BRIDGE, PASSING THROUGH LOCKED
 LO0780'GATE, CONTINUE SOUTHEAST ON GRAVELED ROAD FOR 0.15 MILE TO A
 LO0780'TRAILER HOUSE ON THE LEFT.  (CHECK IN WITH CARETAKER, WHO LIVES
 LO0780'IN THE TRAILER HOUSE BEFORE CONTINUING TO THE STATION.)
 LO0780'CONTINUE SOUTHEAST ON GRAVELED ROAD FOR 0.3 MILE TO A FORK.
 LO0780'KEEP LEFT FORK AND GO SOUTHEAST ON GRAVELED ROAD FOR 0.3 MILE
 LO0780'TO A GATE.  PASS THROUGH GATE AND CONTINUE SOUTHEASTERLY,
 LO0780'UPHILL ON WINDING MOUNTAIN ROAD FOR 4.1 MILES TO A BLAZED TREE
 LO0780'AND STATION MARK ON THE LEFT.  (TO REACH THE STATION MARK
 LO0780'PACK EAST, UPHILL FOR ABOUT 5 MINUTES TO THE MARK ON A RIDGE.)
 LO0780'
 LO0780'THE STATION MARK IS A STANDARD DISK STAMPED DIXON NO 4 1974, BRAZED
 LO0780'TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 15 INCHES ABOVE THE
 LO0780'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0540 ***********************************************************************
 JO0540  DESIGNATION -  DOC
 JO0540  PID         -  JO0540
 JO0540  STATE/COUNTY-  UT/MILLARD
 JO0540  COUNTRY     -  US
 JO0540  USGS QUAD   -  NEEDLE POINT (2017)
 JO0540
 JO0540                         *CURRENT SURVEY CONTROL
 JO0540  ______________________________________________________________________
 JO0540* NAD 83(1994) POSITION- 38 59 35.19151(N) 113 13 08.67982(W)   ADJUSTED
 JO0540* NAVD 88 ORTHO HEIGHT -  1414.0   (meters)     4639.    (feet) VERTCON3
 JO0540  ______________________________________________________________________
 JO0540  GEOID HEIGHT    -        -20.432 (meters)                     GEOID18
 JO0540  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 JO0540  HORZ ORDER      -  FIRST
 JO0540
 JO0540.The horizontal coordinates were established by classical geodetic methods
 JO0540.and adjusted by the National Geodetic Survey in November 1997.
 JO0540
 JO0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0540
 JO0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0540.GEOID18 height accuracy estimate available here.
 JO0540
 JO0540.Click photographs - Photos may exist for this station.
 JO0540
 JO0540.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0540
 JO0540. The following values were computed from the NAD 83(1994) position.
 JO0540
 JO0540;                    North         East     Units Scale Factor Converg.
 JO0540;SPC UT C     - 2,074,680.383   351,076.325   MT  1.00000590   -1 06 04.3
 JO0540;SPC UT C     - 6,806,680.56  1,151,822.91   sFT  1.00000590   -1 06 04.3
 JO0540;UTM  12      - 4,318,354.260   307,817.421   MT  1.00005481   -1 23 48.2
 JO0540
 JO0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0540!SPC UT C     -   0.99978140  x   1.00000590  =   0.99978730
 JO0540!UTM  12      -   0.99978140  x   1.00005481  =   0.99983620
 JO0540
 JO0540:                Primary Azimuth Mark                     Grid Az
 JO0540:SPC UT C     -  DOC AZ MK                                240 15 36.2
 JO0540:UTM  12      -  DOC AZ MK                                240 33 20.1
 JO0540
 JO0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ0781718354(NAD 83)
 JO0540
 JO0540|---------------------------------------------------------------------|
 JO0540| PID    Reference Object                     Distance      Geod. Az  |
 JO0540|                                                           dddmmss.s |
 JO0540| CM5479 DOC RM 1                             11.438 METERS 02939     |
 JO0540| CM5478 DOC AZ MK                                          2390931.9 |
 JO0540| CM5480 DOC RM 2                              8.487 METERS 31056     |
 JO0540|---------------------------------------------------------------------|
 JO0540
 JO0540                          SUPERSEDED SURVEY CONTROL
 JO0540
 JO0540  NAD 83(1986)-  38 59 35.18625(N)    113 13 08.67625(W) AD(       ) 1
 JO0540  NAD 27      -  38 59 35.34400(N)    113 13 05.80860(W) AD(       ) 1
 JO0540  NGVD 29 (07/19/86) 1412.9    (m)         4635.     (f) VERT ANG       
 JO0540
 JO0540.Superseded values are not recommended for survey control.
 JO0540
 JO0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0540.See file dsdata.pdf to determine how the superseded data were derived.
 JO0540
 JO0540_MARKER: DS = TRIANGULATION STATION DISK
 JO0540_SETTING: 66 = SET IN ROCK OUTCROP
 JO0540_STAMPING: DOC 1957
 JO0540_MARK LOGO: CGS
 JO0540_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0540+STABILITY: POSITION/ELEVATION WELL
 JO0540
 JO0540  HISTORY     - Date     Condition        Report By
 JO0540  HISTORY     - 1957     MONUMENTED       CGS
 JO0540  HISTORY     - 1972     GOOD             USGS
 JO0540
 JO0540                          STATION DESCRIPTION
 JO0540
 JO0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 JO0540'STATION IS LOCATED, AIRLINE, ABOUT 47 MILES EAST OF BAKER,
 JO0540'NEVADA, 43 MILES SOUTHWEST OF DELTA, UTAH AND ON THE NORTHEAST
 JO0540'AND LOWER ONE OF TWO LAVA BUTTES ON THE WEST SHORE OF SEVIER
 JO0540'LAKE.
 JO0540'
 JO0540'STATION IS REACHED AS FOLLOWS--FROM THE BUSINESS CENTER IN
 JO0540'DELTA, GO WEST ON U.S. HIGHWAY 6 AND 50 FOR 41.5 MILES TO A
 JO0540'DIRT CROSSROAD.  TURN LEFT, SOUTH, AND GO 2.9 MILES TO A DIM
 JO0540'FORK ON THE LEFT WHICH IS ABOUT 200 FEET AFTER PASSING A SMALL
 JO0540'BOARD CORRAL ON THE RIGHT.  TAKE THE LEFT FORK, SOUTHEASTERLY,
 JO0540'AND GO 2.9 MILES TO AN EARTH RESERVOIR.  FROM HERE THE AZIMUTH
 JO0540'MARK IS ABOUT 0.2 MILE NORTHWEST AT THE BASE OF THE LARGER
 JO0540'BUTTE AND JUST NORTH OF TWO LARGE, FLAT BOULDERS.  FROM THE
 JO0540'EARTH RESERVOIR, TURN LEFT, NORTHERLY AND THEN EASTERLY, AND
 JO0540'GO 0.9 MILE CROSS COUNTRY TO THE HIGHEST POINT OF THE BUTTE
 JO0540'AND THE STATION.
 JO0540'
 JO0540'NOTE--A FOUR WHEEL DRIVE TRUCK IS NECESSARY FOR THE LAST 0.9
 JO0540'MILE TO THE STATION.
 JO0540'
 JO0540'STATION MARK, STAMPED DOC 1957, IS A STANDARD DISK CEMENTED
 JO0540'IN A DRILL HOLE IN LAVA BEDROCK ABOUT 8 FEET BY 4 FEET AND
 JO0540'PROJECTING 1 FOOT ON THE EAST SIDE.  IT IS ON THE HIGHEST
 JO0540'POINT OF THE BUTTE.
 JO0540'
 JO0540'REFERENCE MARK NUMBER 1, STAMPED DOC NO 1 1957, IS A STANDARD
 JO0540'DISK CEMENTED IN A DRILL HOLE IN LAVA BEDROCK ABOUT 3 FEET
 JO0540'SQUARE, PROJECTING 8 INCHES AND IS ABOUT 2 FEET LOWER THAN
 JO0540'THE STATION.  IT IS 1 FOOT SOUTH OF A 1 FOOT CAIRN AND 10
 JO0540'FEET SOUTH OF THE START OF THE SLOPE OFF TO THE NORTH.
 JO0540'
 JO0540'REFERENCE MARK NUMBER 2, STAMPED DOC NO 2 1957, IS A STANDARD
 JO0540'DISK CEMENTED IN A DRILL HOLE IN LAVA BEDROCK 10 FEET BY 4
 JO0540'FEET, PROJECTING 1 FOOT AND IS AT ABOUT THE SAME ELEVATION
 JO0540'AS THE STATION.  IT IS ON THE TOP EDGE OF THE SOUTH SLOPE OF
 JO0540'THE BUTTE.
 JO0540'
 JO0540'AZIMUTH MARK, STAMPED DOC 1957, IS A STANDARD DISK CEMENTED
 JO0540'IN A DRILL HOLE IN OUTCROPPING BEDROCK 4 FEET BY 2 FEET AND
 JO0540'PROJECTING 10 INCHES.  IT IS 30 FEET UP FROM THE BASE OF
 JO0540'THE BUTTE, JUST NORTH OF TWO LARGE BOULDERS, UNDER A 3 FOOT
 JO0540'HIGHER PROJECTION OF BEDROCK AND 4 FEET SOUTH OF A 2 FOOT
 JO0540'CAIRN.
 JO0540'
 JO0540'HEIGHT OF LIGHT ABOVE STATION MARK 1.70 METERS.
 JO0540
 JO0540                          STATION RECOVERY (1972)
 JO0540
 JO0540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JO0540'RECOVERED IN GOOD CONDITION.
 JO0540'
 JO0540'STATION MARK--STANDARD DISK, STAMPED ---DOC 1957---, CEMENTED IN A
 JO0540'DRILL HOLE IN LAVA BEDROCK ABOUT 8 X 4 FT. AND PROJECTING 1 FT. ON THE
 JO0540'E. SIDE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0753 ***********************************************************************
 LO0753  DESIGNATION -  DOE
 LO0753  PID         -  LO0753
 LO0753  STATE/COUNTY-  UT/WASATCH
 LO0753  COUNTRY     -  US
 LO0753  USGS QUAD   -  STRAWBERRY RESERVOIR NW (2017)
 LO0753
 LO0753                         *CURRENT SURVEY CONTROL
 LO0753  ______________________________________________________________________
 LO0753* NAD 83(1994) POSITION- 40 14 22.05100(N) 111 12 02.45961(W)   ADJUSTED
 LO0753* NAVD 88 ORTHO HEIGHT -  2492.9   (meters)     8179.    (feet) VERTCON3
 LO0753  ______________________________________________________________________
 LO0753  GEOID HEIGHT    -        -15.630 (meters)                     GEOID18
 LO0753  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 LO0753  HORZ ORDER      -  FIRST
 LO0753
 LO0753.The horizontal coordinates were established by classical geodetic methods
 LO0753.and adjusted by the National Geodetic Survey in November 1997.
 LO0753
 LO0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0753
 LO0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0753.GEOID18 height accuracy estimate available here.
 LO0753
 LO0753.Click photographs - Photos may exist for this station.
 LO0753
 LO0753.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0753
 LO0753. The following values were computed from the NAD 83(1994) position.
 LO0753
 LO0753;                    North         East     Units Scale Factor Converg.
 LO0753;SPC UT C     - 2,211,660.363   525,468.317   MT  0.99992369   +0 11 30.2
 LO0753;SPC UT C     - 7,256,089.04  1,723,973.97   sFT  0.99992369   +0 11 30.2
 LO0753;UTM  12      - 4,454,354.645   482,929.722   MT  0.99960359   -0 07 46.7
 LO0753
 LO0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0753!SPC UT C     -   0.99961153  x   0.99992369  =   0.99953525
 LO0753!UTM  12      -   0.99961153  x   0.99960359  =   0.99921528
 LO0753
 LO0753:                Primary Azimuth Mark                     Grid Az
 LO0753:SPC UT C     -  DOE AZ MK                                138 13 34.4
 LO0753:UTM  12      -  DOE AZ MK                                138 32 51.3
 LO0753
 LO0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK8292954354(NAD 83)
 LO0753
 LO0753|---------------------------------------------------------------------|
 LO0753| PID    Reference Object                     Distance      Geod. Az  |
 LO0753|                                                           dddmmss.s |
 LO0753| CM5485 DOE RM 1                             13.972 METERS 09305     |
 LO0753| CM5484 DOE AZ MK                                          1382504.6 |
 LO0753| CM5486 DOE RM 2                              7.679 METERS 19458     |
 LO0753|---------------------------------------------------------------------|
 LO0753
 LO0753                          SUPERSEDED SURVEY CONTROL
 LO0753
 LO0753  NAD 83(1993)-  40 14 22.05019(N)    111 12 02.45769(W) AD(       ) 1
 LO0753  NAD 83(1986)-  40 14 22.03899(N)    111 12 02.45035(W) AD(       ) 1
 LO0753  NAD 27      -  40 14 22.20000(N)    111 11 59.83500(W) AD(       ) 1
 LO0753  NGVD 29 (07/19/86) 2491.5    (m)         8174.     (f) VERT ANG       
 LO0753
 LO0753.Superseded values are not recommended for survey control.
 LO0753
 LO0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0753.See file dsdata.pdf to determine how the superseded data were derived.
 LO0753
 LO0753_MARKER: DS = TRIANGULATION STATION DISK
 LO0753_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0753_STAMPING: DOE 1937
 LO0753_MARK LOGO: CGS
 LO0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0753
 LO0753  HISTORY     - Date     Condition        Report By
 LO0753  HISTORY     - 1937     MONUMENTED       CGS
 LO0753  HISTORY     - 1947     GOOD             CGS
 LO0753
 LO0753                          STATION DESCRIPTION
 LO0753
 LO0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LO0753'STATION LOCATED ABOUT 22 MILES SE OF HEBER, AND ABOUT 1
 LO0753'MILE SW OF STRAWBERRY JUNCTION, ON THE HIGHEST POINT OF
 LO0753'A QUAKING-ASPEN COVERED HILL WHICH IS ABOUT 2 MILES W OF
 LO0753'THE W SHORE OF STRAWBERRY RESERVOIR.  THE HILL IS KNOWN AS
 LO0753'DOE KNOLL.
 LO0753'
 LO0753'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD C. AND G.S.
 LO0753'MARKS BRAZED TO THE TOP OF 2 1/2-INCH IRON PIPES, AND PROJECTING
 LO0753'ABOUT 10 INCHES FROM THE GROUND.
 LO0753'
 LO0753'THE AZIMUTH MARK IS LOCATED ON A LOW FLAT RIDGE E OF THE
 LO0753'STATION.  IT IS ABOUT 0.3 MILE E OF THE ROAD LEADING S FROM
 LO0753'STRAWBERRY JUNCTION, ABOUT 1 MILE S OF STRAWBERRY JUNCTION,
 LO0753'AND ABOUT 75 YARDS N OF A FOREST SERVICE FENCE.
 LO0753'
 LO0753'STATION REACHED FROM SPANISH FORK BY GOING E ON U.S. HIGHWAY
 LO0753'50 FROM THE JUNCTION OF U.S. HIGHWAY 50, AND U.S. HIGHWAY
 LO0753'91 FOR 10.45 MILES TO A GRADED ROAD ON THE LEFT AT A SIGN
 LO0753'(STRAWBERRY RESERVOIR), TURN LEFT ON THE GRADED ROAD AND
 LO0753'GO N AND NE FOR 5.65 MILES TO A FORK, LEFT FORK HAS SIGN
 LO0753'(SPRINGVILLE), TAKE RIGHT FORK AND CONTINUE ON MAIN-TRAVELED
 LO0753'ROAD N AND NE FOR 4.6 MILES TO ANOTHER FORK, THENCE TAKE
 LO0753'RIGHT FORK AND CONTINUE ON THIS ROAD NORTH FOR 8.6 MILES TO
 LO0753'ANOTHER FORK, HERE TAKE LEFT FORK AND GO FOR 0.7 MILE TO
 LO0753'BRYANT RANGER STATION ON RIGHT, THENCE CONTINUE N ON
 LO0753'MAIN-TRAVELED ROAD FOR 4.3 MILES TO A SIDE TRACK ROAD LEFT
 LO0753'JUST AFTER CROSSING SMALL BRIDGE, TAKE TRACK ROAD
 LO0753'SHARP LEFT AND GO SW FOR 0.25 MILE.  THIS IS THE END OF
 LO0753'TRUCK TRAVEL.  THE STATION HILL IS NW, (304 DEGREES
 LO0753'MAGNETIC), AND IS THE ONLY PROMINENT HILL IN ITS VICINITY.
 LO0753'PACK NW UP THE SLOPE FOR ABOUT 0.75 MILE TO A BARBED WIRE
 LO0753'FENCE, THEN CROSS FENCE AND FOLLOW IT RIGHT FOR ABOUT
 LO0753'0.25 MILE TO THE TOP OF THE RIDGE TO AVOID HEAVY UNDERBRUSH,
 LO0753'THENCE LEFT ALONG THE TOP OF THE RIDGE TO THE HIGHEST
 LO0753'POINT AND STATION, AT THE VERTEX OF THREE LANES OF
 LO0753'OPENINGS IN THE QUAKING-ASPEN TREES, (LINES CLEARED TO
 LO0753'STATIONS STRAWBERRY, THISTLE AND PORTAL).
 LO0753'
 LO0753'THE STATION WAS ESTABLISHED IN 1937 AND OBSERVED IN 1938.
 LO0753
 LO0753                          STATION RECOVERY (1947)
 LO0753
 LO0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LO0753'STATION RECOVERED AS PREVIOUSLY DESCRIBED, AND ALL MARKS
 LO0753'FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 LO0753'
 LO0753'STATION LOCATED APPROXIMATELY 22 MILES SOUTHEAST OF HEBER, 1
 LO0753'MILE SOUTHWEST OF STRAWBERRY JUNCTION, ON THE HIGHEST POINT OF
 LO0753'A QUAKING ASPEN COVERED HILL, WHICH IS ABOUT 2 MILES WEST
 LO0753'OF THE WEST SHORE OF STRAWBERRY RESERVOIR.  THE HILL IS KNOWN
 LO0753'AS DOE KNOLL.  MARK IS A C. AND G.S. BRONZE DISK BRASED IN
 LO0753'THE TOP OF A 3-INCH IRON PIPE, PROJECTING APPROXIMATELY
 LO0753'16 INCHES, AND STAMPED--DOE 1937.
 LO0753'
 LO0753'REFERENCE MARK NO. 1 IS A C. AND G.S. BRONZE DISK BRAZED IN
 LO0753'THE TOP OF A 3-INCH IRON PIPE, SET IN GROUND, PROJECTING
 LO0753'10 INCHES, AND STAMPED--DOE NO 1 1937.
 LO0753'
 LO0753'REFERENCE MARK NO. 2 IS A C. AND G.S. BRONZE DISK BRAZED
 LO0753'TO THE TOP OF A 3-INCH IRON PIPE, SET IN GROUND, PROJECTING
 LO0753'10 INCHES, AND STAMPED--DOE NO 2 1937.
 LO0753'
 LO0753'AZIMUTH MARK IS A C. AND G.S. BRONZE DISK BRAZED TO THE TOP
 LO0753'OF A 3-INCH IRON PIPE, SET IN GROUND, PROJECTING 8 INCHES.
 LO0753'A REFERENCE MARK WAS USED INSTEAD OF THE STANDARD AZIMUTH
 LO0753'DISK.  LOCATED ON LOW, FLAT RIDGE, APPROXIMATELY 1 MILE SOUTH
 LO0753'OF STRAWBERRY JUNCTION, 0.3 MILE EAST OF ROAD LEADING SOUTH
 LO0753'FROM STRAWBERRY JUNCTION, AND ABOUT 75 YARDS NORTH OF A FOREST
 LO0753'SERVICE FENCE.  MARK IS STAMPED--DOE 1937 AZIMUTH.
 LO0753'
 LO0753'TO REACH FROM DUCHESNE, GO WEST ON U.S. HIGHWAY 40, FOR 44.9
 LO0753'MILES TO LLOYDS LODGE AT STRAWBERRY JUNCTION.  TURN LEFT, SOUTH
 LO0753'ON GRAVEL ROAD JUST EAST OF STORE, AND GO 0.6 MILE TO ROAD
 LO0753'RIGHT, JUST BEFORE CROSSING BRIDGE.  TURN RIGHT AND GO 0.2
 LO0753'MILE.  TURN RIGHT, LEAVING ROAD AND PICK WAY ACROSS COUNTRY
 LO0753'(WEST) FOR 0.5 MILE TO FENCE.  PASS THROUGH (NO GATE) AND GO
 LO0753'SHORT DISTANCE WEST, THEN TURN NORTH, UP HILL TOWARD TREES, AND
 LO0753'GO AS FAR AS POSSIBLE IN TRUCK.  FROM THERE PACK NORTH,
 LO0753'THROUGH TREES TO HIGHEST POINT AND STATION AS DESCRIBED ABOVE.
 LO0753'A 20 MINUTE EASY PACK.
 LO0753'
 LO0753'TO REACH AZIMUTH, FROM FIRST ROAD RIGHT AS MENTIONED ABOVE,
 LO0753'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE.  TURN LEFT, AND PICK
 LO0753'WAY UP TO TOP OF RIDGE IN A SOUTHEASTERLY DIRECTION, FOR
 LO0753'A DISTANCE OF ABOUT 0.4 MILE TO MARK AS DESCRIBED ABOVE.
 LO0753'
 LO0753'OBSERVATIONS MADE FROM A 0.90 M TRIPOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0560 ***********************************************************************
 LP0560  DESIGNATION -  DOEPPLER
 LP0560  PID         -  LP0560
 LP0560  STATE/COUNTY-  UT/TOOELE
 LP0560  COUNTRY     -  US
 LP0560  USGS QUAD   -  EAST OF GOSHUTE WASH (2017)
 LP0560
 LP0560                         *CURRENT SURVEY CONTROL
 LP0560  ______________________________________________________________________
 LP0560* NAD 83(1994) POSITION- 40 07 25.83234(N) 113 30 01.35170(W)   ADJUSTED
 LP0560* NAVD 88 ORTHO HEIGHT -  1295.7   (meters)     4251.    (feet) VERTCON3
 LP0560  ______________________________________________________________________
 LP0560  GEOID HEIGHT    -        -19.135 (meters)                     GEOID18
 LP0560  LAPLACE CORR    -          1.08  (seconds)                    DEFLEC18
 LP0560  HORZ ORDER      -  FIRST
 LP0560
 LP0560.The horizontal coordinates were established by classical geodetic methods
 LP0560.and adjusted by the National Geodetic Survey in November 1997.
 LP0560
 LP0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0560
 LP0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0560.GEOID18 height accuracy estimate available here.
 LP0560
 LP0560.Click photographs - Photos may exist for this station.
 LP0560
 LP0560.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0560
 LP0560. The following values were computed from the NAD 83(1994) position.
 LP0560
 LP0560;                    North         East     Units Scale Factor Converg.
 LP0560;SPC UT C     - 2,200,687.450   329,518.518   MT  0.99991150   -1 16 53.0
 LP0560;SPC UT C     - 7,220,088.74  1,081,095.34   sFT  0.99991150   -1 16 53.0
 LP0560;UTM  12      - 4,444,499.622   286,943.178   MT  1.00015884   -1 36 43.0
 LP0560
 LP0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0560!SPC UT C     -   0.99979978  x   0.99991150  =   0.99971130
 LP0560!UTM  12      -   0.99979978  x   1.00015884  =   0.99995859
 LP0560
 LP0560:                Primary Azimuth Mark                     Grid Az
 LP0560:SPC UT C     -  PHOTO 12 AZ MK                           254 58 47.5
 LP0560:UTM  12      -  PHOTO 12 AZ MK                           255 18 37.5
 LP0560
 LP0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK8694344499(NAD 83)
 LP0560
 LP0560|---------------------------------------------------------------------|
 LP0560| PID    Reference Object                     Distance      Geod. Az  |
 LP0560|                                                           dddmmss.s |
 LP0560| AC8525 DOEPPLER AZ MK                                     0734347.0 |
 LP0560| CM5488 DOEPPLER RM 2                         9.966 METERS 17003     |
 LP0560| CM5726 PHOTO 12 AZ MK                                     2534154.5 |
 LP0560| CM5487 DOEPPLER RM 1                         7.405 METERS 35005     |
 LP0560|---------------------------------------------------------------------|
 LP0560
 LP0560                          SUPERSEDED SURVEY CONTROL
 LP0560
 LP0560  NAD 83(1986)-  40 07 25.82285(N)    113 30 01.33900(W) AD(       ) 1
 LP0560  NAD 27      -  40 07 26.04340(N)    113 29 58.38535(W) AD(       ) 1
 LP0560  NGVD 29 (07/19/86) 1294.7    (m)         4248.     (f) VERT ANG       
 LP0560
 LP0560.Superseded values are not recommended for survey control.
 LP0560
 LP0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0560.See file dsdata.pdf to determine how the superseded data were derived.
 LP0560
 LP0560_MARKER: DE = TRAVERSE STATION DISK
 LP0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0560_STAMPING: DOEPPLER 1965
 LP0560_MARK LOGO: CGS
 LP0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0560+STABILITY: SURFACE MOTION
 LP0560
 LP0560  HISTORY     - Date     Condition        Report By
 LP0560  HISTORY     - 1965     MONUMENTED       CGS
 LP0560  HISTORY     - 1984     GOOD             DMA
 LP0560
 LP0560                          STATION DESCRIPTION
 LP0560
 LP0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0560'STATION IS LOCATED ABOUT 31 MILES WEST OF DUGWAY PROVING
 LP0560'GROUNDS, 19 MILES NORTHEAST OF CALLAO, 18 MILES EAST OF GOLD
 LP0560'HILL AND IS ON THE SOUTH SIDE OF THE CAUSEWAY ROAD WHICH
 LP0560'CROSSES THE SALT FLATS OF THE DUGWAY PROVING GROUNDS.
 LP0560'
 LP0560'TO REACH THE STATION FROM DUGWAY (DITTO TECHNICAL CENTER),
 LP0560'GO WEST ON STARK ROAD FOR 1.8 MILES TO A GUARD HOUSE AND FORK.
 LP0560'KEEP THE LEFT FORK AND GO WESTERLY ON STARK ROAD FOR 18.0
 LP0560'MILES TO A FORK.  KEEP THE RIGHT FORK AND CONTINUE WESTERLY
 LP0560'ON A GRAVEL ROAD FOR 0.6 MILE TO A METAL BUILDING ON THE RIGHT
 LP0560'AND A CROSSROAD.  CONTINUE WESTERLY ON THE GRAVEL ROAD FOR 3.2
 LP0560'MILES TO A FORK.  KEEP THE RIGHT FORK AND CONTINUE WESTERLY
 LP0560'ON THE GRAVEL ROAD FOR 3.5 MILES TO A SIDE ROAD RIGHT.
 LP0560'CONTINUE WESTERLY ON THE GRAVEL ROAD FOR 3.5 MILES TO A SIDE
 LP0560'ROAD RIGHT.  CONTINUE WESTERLY ON THE ROAD FOR 2.5 MILES TO THE
 LP0560'AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON THE ROAD FOR 1.0
 LP0560'MILE TO A SIDE ROAD RIGHT.  CONTINUE WEST ON THE ROAD FOR 0.1
 LP0560'MILE TO THE STATION AS DESCRIBED.
 LP0560'
 LP0560'TO REACH PHOTO 12 AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON
 LP0560'THE CAUSEWAY ROAD FOR 0.8 MILE TO THE MARK ON THE LEFT.
 LP0560'
 LP0560'STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED DOEPPLER 1965,
 LP0560'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT
 LP0560'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 6 FEET SOUTH OF THE
 LP0560'CENTER OF THE ROAD AND 4.7 FEET NORTHWEST OF A WITNESS POST.
 LP0560'
 LP0560'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DOEPPLER NO 1 1965,
 LP0560'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT
 LP0560'10 INCHES ABOVE THE GROUND SURFACE.  IT IS 27 FEET NORTH OF THE
 LP0560'CENTER OF THE ROAD AND 36.7 FEET NORTH OF THE WITNESS POST.
 LP0560'
 LP0560'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DOEPPLER NO 2 1965,
 LP0560'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT
 LP0560'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 31 FEET SOUTH OF THE
 LP0560'CENTER OF THE ROAD AND 20.6 FEET SOUTH OF THE WITNESS POST.
 LP0560'
 LP0560'AZIMUTH MARK IS A STANDARD DISK, STAMPED DOEPPLER 1965, SET
 LP0560'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT 2
 LP0560'INCHES ABOVE THE GROUND SURFACE.  IT IS 6 FEET NORTH AND ABOUT
 LP0560'1 FOOT LOWER THAN THE ROAD AND 4.7 FEET NORTHWEST OF THE WITNESS
 LP0560'POST.
 LP0560'
 LP0560'PHOTO 12 AZIMUTH MARK IS A STANDARD DISK, STAMPED PHOTO 12 1965,
 LP0560'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT
 LP0560'8 INCHES.  IT IS 14 FEET SOUTH OF THE CENTER OF THE ROAD AND 2.8
 LP0560'FEET EAST OF THE WITNESS POST.
 LP0560
 LP0560                          STATION RECOVERY (1984)
 LP0560
 LP0560'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984 (BB)
 LP0560'THE STATION, RM 1, RM2 AND AZ MK WERE RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0738 ***********************************************************************
 MS0738  DESIGNATION -  DOLPHIN ET
 MS0738  PID         -  MS0738
 MS0738  STATE/COUNTY-  UT/BOX ELDER
 MS0738  COUNTRY     -  US
 MS0738  USGS QUAD   -  DOLPHIN ISLAND WEST (2017)
 MS0738
 MS0738                         *CURRENT SURVEY CONTROL
 MS0738  ______________________________________________________________________
 MS0738* NAD 83(1994) POSITION- 41 28 08.18489(N) 113 00 00.42115(W)   ADJUSTED
 MS0738* NAVD 88 ORTHO HEIGHT -  1303.9   (meters)     4278.    (feet) VERTCON3
 MS0738  ______________________________________________________________________
 MS0738  GEOID HEIGHT    -        -16.435 (meters)                     GEOID18
 MS0738  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 MS0738  HORZ ORDER      -  SECOND
 MS0738
 MS0738.The horizontal coordinates were established by classical geodetic methods
 MS0738.and adjusted by the National Geodetic Survey in November 1997.
 MS0738
 MS0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0738
 MS0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0738.GEOID18 height accuracy estimate available here.
 MS0738
 MS0738.Click photographs - Photos may exist for this station.
 MS0738
 MS0738.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0738
 MS0738. The following values were computed from the NAD 83(1994) position.
 MS0738
 MS0738;                    North         East     Units Scale Factor Converg.
 MS0738;SPC UT N     - 1,127,191.954   374,696.878   MT  0.99996407   -0 59 20.8
 MS0738;SPC UT N     - 3,698,128.94  1,229,318.01   sFT  0.99996407   -0 59 20.8
 MS0738;UTM  12      - 4,592,746.914   332,980.722   MT  0.99994330   -1 19 29.3
 MS0738
 MS0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0738!SPC UT N     -   0.99979810  x   0.99996407  =   0.99976218
 MS0738!UTM  12      -   0.99979810  x   0.99994330  =   0.99974141
 MS0738
 MS0738:                Primary Azimuth Mark                     Grid Az
 MS0738:SPC UT N     -  RACE ET                                  287 01 07.6
 MS0738:UTM  12      -  RACE ET                                  287 21 16.1
 MS0738
 MS0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL3298092746(NAD 83)
 MS0738
 MS0738|---------------------------------------------------------------------|
 MS0738| PID    Reference Object                     Distance      Geod. Az  |
 MS0738|                                                           dddmmss.s |
 MS0738| MS0769 RACE ET                             APPROX.11.2 KM 2860146.8 |
 MS0738|---------------------------------------------------------------------|
 MS0738
 MS0738                          SUPERSEDED SURVEY CONTROL
 MS0738
 MS0738  NAD 83(1986)-  41 28 08.17499(N)    113 00 00.40616(W) AD(       ) 2
 MS0738  NAD 27      -  41 28 08.44029(N)    112 59 57.46315(W) AD(       ) 2
 MS0738  NGVD 29 (07/19/86) 1302.9    (m)         4275.     (f) VERT ANG       
 MS0738
 MS0738.Superseded values are not recommended for survey control.
 MS0738
 MS0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0738.See file dsdata.pdf to determine how the superseded data were derived.
 MS0738
 MS0738_MARKER: DD = SURVEY DISK
 MS0738_SETTING: 66 = SET IN ROCK OUTCROP
 MS0738_STAMPING: ET DOLPHIN 1966
 MS0738_MARK LOGO: USGS
 MS0738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0738+STABILITY: POSITION/ELEVATION WELL
 MS0738
 MS0738  HISTORY     - Date     Condition        Report By
 MS0738  HISTORY     - 1966     MONUMENTED       USGS
 MS0738  HISTORY     - 20090925 GOOD             NGS
 MS0738
 MS0738                          STATION DESCRIPTION
 MS0738
 MS0738'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (RDM)
 MS0738'LOCATED ABOUT 52 MI. (AIRLINE) W. OF BRIGHAM CITY.  29.5 MI.
 MS0738'SE. OF PARK VALLEY.  18 MI. S OF LOCOMOTIVE SPRINGS.  ON THE W.
 MS0738'EDGE OF THE GREAT SALT LAKE.  ON THE HIGHEST POINT OF A SMALL
 MS0738'TOP ON THE SALT FLATS LOCALLY KNOWN AS DOLPHIN ISLAND.
 MS0738'
 MS0738'REACHED BY HELICOPTER.  STATION CANNOT BE DRIVEN TO WITH
 MS0738'ORDINARY VEHICLES.
 MS0738'
 MS0738'STATION MARK--A STANDARD BRONZE TABLET STAMPED ET DOLPHIN 1966
 MS0738'CEMENTED IN DRILL HOLE IN OUTCROPPING ON HIGHEST POINT OF TOP.
 MS0738'
 MS0738'REFERENCE MARKS--NONE.
 MS0738
 MS0738                          STATION RECOVERY (2009)
 MS0738
 MS0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2009 (MBJ)
 MS0738'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0584 ***********************************************************************
 JO0584  DESIGNATION -  DOME
 JO0584  PID         -  JO0584
 JO0584  STATE/COUNTY-  UT/MILLARD
 JO0584  COUNTRY     -  US
 JO0584  USGS QUAD   -  KING TOP (2017)
 JO0584
 JO0584                         *CURRENT SURVEY CONTROL
 JO0584  ______________________________________________________________________
 JO0584* NAD 83(1994) POSITION- 38 57 17.01516(N) 113 31 19.46574(W)   ADJUSTED
 JO0584* NAVD 88 ORTHO HEIGHT -  2488.3   (meters)     8164.    (feet) VERTCON3
 JO0584  ______________________________________________________________________
 JO0584  GEOID HEIGHT    -        -20.116 (meters)                     GEOID18
 JO0584  LAPLACE CORR    -          3.60  (seconds)                    DEFLEC18
 JO0584  HORZ ORDER      -  FIRST
 JO0584
 JO0584.The horizontal coordinates were established by classical geodetic methods
 JO0584.and adjusted by the National Geodetic Survey in November 1997.
 JO0584
 JO0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0584
 JO0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0584.GEOID18 height accuracy estimate available here.
 JO0584
 JO0584.Click photographs - Photos may exist for this station.
 JO0584
 JO0584.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0584
 JO0584. The following values were computed from the NAD 83(1994) position.
 JO0584
 JO0584;                    North         East     Units Scale Factor Converg.
 JO0584;SPC UT C     - 2,070,969.353   324,735.593   MT  1.00001586   -1 17 43.1
 JO0584;SPC UT C     - 6,794,505.29  1,065,403.36   sFT  1.00001586   -1 17 43.1
 JO0584;UTM  12      - 4,314,777.715   281,455.160   MT  1.00018816   -1 35 10.6
 JO0584
 JO0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0584!SPC UT C     -   0.99961290  x   1.00001586  =   0.99962875
 JO0584!UTM  12      -   0.99961290  x   1.00018816  =   0.99980099
 JO0584
 JO0584:                Primary Azimuth Mark                     Grid Az
 JO0584:SPC UT C     -  DOME AZ MK                               236 27 16.2
 JO0584:UTM  12      -  DOME AZ MK                               236 44 43.7
 JO0584
 JO0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ8145514777(NAD 83)
 JO0584
 JO0584|---------------------------------------------------------------------|
 JO0584| PID    Reference Object                     Distance      Geod. Az  |
 JO0584|                                                           dddmmss.s |
 JO0584| CM5490 DOME RM 1                             6.348 METERS 01137     |
 JO0584| CM5489 DOME AZ MK                                         2350933.1 |
 JO0584| CM5491 DOME RM 2                             6.918 METERS 27628     |
 JO0584|---------------------------------------------------------------------|
 JO0584
 JO0584                          SUPERSEDED SURVEY CONTROL
 JO0584
 JO0584  NAD 83(1986)-  38 57 17.01035(N)    113 31 19.46423(W) AD(       ) 1
 JO0584  NAD 27      -  38 57 17.18340(N)    113 31 16.56170(W) AD(       ) 1
 JO0584  NGVD 29 (07/19/86) 2487.0    (m)         8159.     (f) VERT ANG       
 JO0584
 JO0584.Superseded values are not recommended for survey control.
 JO0584
 JO0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0584.See file dsdata.pdf to determine how the superseded data were derived.
 JO0584
 JO0584_MARKER: DS = TRIANGULATION STATION DISK
 JO0584_SETTING: 66 = SET IN ROCK OUTCROP
 JO0584_STAMPING: DOME 1957
 JO0584_MARK LOGO: CGS
 JO0584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0584+STABILITY: POSITION/ELEVATION WELL
 JO0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JO0584+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2021
 JO0584
 JO0584  HISTORY     - Date     Condition        Report By
 JO0584  HISTORY     - 1957     MONUMENTED       CGS
 JO0584  HISTORY     - 1958     GOOD             USGS
 JO0584  HISTORY     - 20211110 GOOD             INDIV
 JO0584
 JO0584                          STATION DESCRIPTION
 JO0584
 JO0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 JO0584'THE STATION IS LOCATED ON THE TOP OF A ROUNDED MOUNTAIN COVERED
 JO0584'WITH SCATTERED JUNIPERS, AIRLINE ABOUT 32 MILES EAST OF BAKER,
 JO0584'NEVADA, 14 MILES SOUTH-SOUTHWEST OF NOTCH PEAK, AND 14 MILES
 JO0584'WEST OF THE WEST EDGE OF SEVIER LAKE.
 JO0584'
 JO0584'TO REACH THE STATION FROM THE POST OFFICE IN BAKER, NEVADA,
 JO0584'GO NORTHWEST ON STATE HIGHWAY 73 FOR 4.7 MILES TO AN INTERSECTION.
 JO0584'TURN RIGHT ONTO U.S. HIGHWAYS 6 AND 50 AND GO EAST 22.4 MILES
 JO0584'TO A CROSS ROAD.  TURN RIGHT ONTO A GRAVELED ROAD AND GO
 JO0584'SOUTH 5.6 MILES TO A FORK.  TAKE THE LEFT FORK AND GO SOUTHEAST
 JO0584'3.8 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 JO0584'NORTHEAST 1.0 MILE TO AN EARTH DAM.  CROSS OVER THE DAM AND GO
 JO0584'EAST 4.8 MILES TO A METAL TANK AND WATER TROUGH ON THE
 JO0584'RIGHT.  CONTINUE EAST AND SOUTHEAST 2.8 MILES TO A SIDE
 JO0584'ROAD ON THE LEFT.  (FROM HERE THE MOUNTAIN THE STATION IS
 JO0584'ON CAN BE SEEN TO THE NORTHEAST AND JUST LEFT OF A CONICAL
 JO0584'PEAK WITH RINGS OF ROCK AROUND IT.) TURN LEFT AND GO
 JO0584'NORTHEAST 2.3 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 JO0584'GO NORTHEAST 0.5 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 JO0584'GO EAST 1.4 MILES TO A FORK JUST AFTER CROSSING A LARGE
 JO0584'WASH.  TAKE THE LEFT FORK AND GO NORTHEAST UP THE SOUTHEAST
 JO0584'SIDE OF A CANYON 0.9 MILE TO THE END OF THE ROAD.  USING A
 JO0584'JEEP GO NORTH ABOUT 1/4 MILE TO THE MAIN CANYON.  GO
 JO0584'NORTHEAST UP THE CANYON ABOUT 3/4 MILE TO A CAIRN AND THE
 JO0584'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHEAST UP THE CANYON
 JO0584'ABOUT 1 MILE TO A POINT WHERE THE CANYON NARROWS AND THE JEEP
 JO0584'CAN NOT BE DRIVEN ANY FARTHER.  PACK NORTHEAST UP THE MAIN
 JO0584'CANYON ABOUT 1 MILE TO A SADDLE, THEN NORTHEAST ABOUT 1/4
 JO0584'MILE TO THE HIGHEST POINT AND THE STATION.  PACKING
 JO0584'TIME--ABOUT 1 HOUR.
 JO0584'
 JO0584'THE STATION MARK IS A STANDARD DISK STAMPED DOME 1957 CEMENTED
 JO0584'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT
 JO0584'2 FEET ABOVE THE GROUND.  IT IS ON THE HIGHEST POINT OF THE
 JO0584'MOUNTAIN.
 JO0584'
 JO0584'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED DOME NO 1
 JO0584'1957 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 JO0584'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 2 FEET LOWER THAN
 JO0584'THE STATION.
 JO0584'
 JO0584'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED DOME NO 2
 JO0584'1957 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 JO0584'PROJECTS 2 FEET ABOVE THE GROUND.  IT IS 18 INCHES LOWER THAN
 JO0584'THE STATION.
 JO0584'
 JO0584'THE AZIMUTH MARK IS LOCATED ON THE NORTHWEST SIDE OF A CANYON
 JO0584'AND IS A STANDARD DISK STAMPED DOME 1957 CEMENTED IN A DRILL
 JO0584'HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND
 JO0584'ON THE NORTHWEST SIDE AND PROJECTS 5 FEET ABOVE THE FLOOR OF
 JO0584'THE CANYON ON THE SOUTHEAST SIDE.  IT IS 2 FEET NORTHEAST
 JO0584'OF A 2-FOOT CAIRN AND ABOUT 50 FEET NORTHWEST OF A 4-FOOT
 JO0584'CAIRN IN THE CENTER OF THE CANYON.
 JO0584
 JO0584                          STATION RECOVERY (1958)
 JO0584
 JO0584'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JO0584'RECOVERED IN GOOD CONDITION.
 JO0584'
 JO0584'STATION MARK--STANDARD DISK, STAMPED ---DOME 1957---, CEMENTED IN A
 JO0584'DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT 2 FT. ABOVE
 JO0584'THE GROUND.
 JO0584
 JO0584                          STATION RECOVERY (2021)
 JO0584
 JO0584'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 JO0584'THE STATION CONDITIONS HAVE CHANGED AS FOLLOWS.  THE BEDROCK IN WHICH
 JO0584'THE STATION IS PLACED NO LONGER PROJECTS ABOVE THE SURROUNDING AREA.
 JO0584'DUE TO THE GROWTH OF A 6 INCH (15 CM) PINE TREE APPROXIMATELY 20 IN
 JO0584'FROM THE STATION MARK THE SURROUNDING BEDROCK HAS BEEN LIFTED.  THE
 JO0584'STATION WAS MARKED AS NOT APPROPRIATE FOR SATELLITE OBSERVATION DUE TO
 JO0584'THE GROWTH OF THE PINE TREE COVERING THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0917 ***********************************************************************
 HN0917  DESIGNATION -  DOME
 HN0917  PID         -  HN0917
 HN0917  STATE/COUNTY-  UT/SAN JUAN
 HN0917  COUNTRY     -  US
 HN0917  USGS QUAD   -  RAINBOW BRIDGE (2017)
 HN0917
 HN0917                         *CURRENT SURVEY CONTROL
 HN0917  ______________________________________________________________________
 HN0917* NAD 83(1994) POSITION- 37 01 30.56531(N) 110 56 10.40781(W)   ADJUSTED
 HN0917* NAVD 88 ORTHO HEIGHT -  2057.6   (meters)     6751.    (feet) VERTCON3
 HN0917  ______________________________________________________________________
 HN0917  GEOID HEIGHT    -        -22.328 (meters)                     GEOID18
 HN0917  LAPLACE CORR    -         12.84  (seconds)                    DEFLEC18
 HN0917  HORZ ORDER      -  SECOND
 HN0917
 HN0917.The horizontal coordinates were established by classical geodetic methods
 HN0917.and adjusted by the National Geodetic Survey in November 1997.
 HN0917
 HN0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0917
 HN0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0917.GEOID18 height accuracy estimate available here.
 HN0917
 HN0917.Click photographs - Photos may exist for this station.
 HN0917
 HN0917.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0917
 HN0917. The following values were computed from the NAD 83(1994) position.
 HN0917
 HN0917;                    North         East     Units Scale Factor Converg.
 HN0917;SPC UT S     - 3,039,938.019   550,167.692   MT  1.00003835   +0 20 43.5
 HN0917;SPC UT S     - 9,973,529.98  1,805,008.50   sFT  1.00003835   +0 20 43.5
 HN0917;SPC UT S     - 9,973,529.98  1,805,008.50   sFT  1.00003835   +0 20 43.5
 HN0917;SPC AZ C     -   668,711.159   300,594.503   MT  0.99999372   +0 35 25.5
 HN0917;SPC AZ C     - 2,193,934.25    986,202.44   iFT  0.99999372   +0 35 25.5
 HN0917;SPC UT S     - 3,039,938.019   550,167.692   MT  1.00003835   +0 20 43.5
 HN0917;UTM  12      - 4,097,665.029   505,672.633   MT  0.99960040   +0 02 18.3
 HN0917
 HN0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0917!SPC UT S     -   0.99968070  x   1.00003835  =   0.99971903
 HN0917!SPC AZ C     -   0.99968070  x   0.99999372  =   0.99967442
 HN0917!SPC UT S     -   0.99968070  x   1.00003835  =   0.99971903
 HN0917!UTM  12      -   0.99968070  x   0.99960040  =   0.99928122
 HN0917
 HN0917:                Primary Azimuth Mark                     Grid Az
 HN0917:SPC UT S     -  FORBIDDEN                                265 56 11.7
 HN0917:SPC AZ C     -  FORBIDDEN                                265 41 29.7
 HN0917:SPC UT S     -  FORBIDDEN                                265 56 11.7
 HN0917:UTM  12      -  FORBIDDEN                                266 14 36.9
 HN0917
 HN0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF0567297665(NAD 83)
 HN0917
 HN0917|---------------------------------------------------------------------|
 HN0917| PID    Reference Object                     Distance      Geod. Az  |
 HN0917|                                                           dddmmss.s |
 HN0917| HN0924 FORBIDDEN                           APPROX. 5.6 KM 2661655.2 |
 HN0917|---------------------------------------------------------------------|
 HN0917
 HN0917                          SUPERSEDED SURVEY CONTROL
 HN0917
 HN0917  NAD 83(1992)-  37 01 30.56329(N)    110 56 10.40881(W) AD(       ) 2
 HN0917  NAD 83(1986)-  37 01 30.56103(N)    110 56 10.40668(W) AD(       ) 2
 HN0917  NAD 27      -  37 01 30.57796(N)    110 56 07.88235(W) AD(       ) 2
 HN0917  NGVD 29 (07/19/86) 2056.5    (m)         6747.     (f) VERT ANG       
 HN0917
 HN0917.Superseded values are not recommended for survey control.
 HN0917
 HN0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0917.See file dsdata.pdf to determine how the superseded data were derived.
 HN0917
 HN0917_MARKER: DB = BENCH MARK DISK
 HN0917_SETTING: 66 = SET IN ROCK OUTCROP
 HN0917_STAMPING: DOME 1953
 HN0917_MARK LOGO: USGS
 HN0917_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0917+STABILITY: POSITION/ELEVATION WELL
 HN0917
 HN0917  HISTORY     - Date     Condition        Report By
 HN0917  HISTORY     - 1953     MONUMENTED       USGS
 HN0917  HISTORY     - 1963     GOOD             CGS
 HN0917
 HN0917                          STATION DESCRIPTION
 HN0917
 HN0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0917'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 HN0917'STAMPED DOME 1953, SET IN A DRILL HOLE IN BEDROCK NEAR THE
 HN0917'HIGHEST PART OF A BROAD, TIMBERED, ROCKY RIDGE.  IT IS LOCATED
 HN0917'ABOUT 30 MILES EAST-NORTHEAST OF PAGE, ARIZONA, 10-1/2 MILES
 HN0917'SOUTH OF THE CONFLUENCE OF THE COLORADO AND SAN JUAN RIVERS,
 HN0917'4-1/2 MILES SOUTH-SOUTHEAST OF THE RAINBOW BRIDGE NATIONAL
 HN0917'MONUMENT, 4 MILES SOUTHWEST OF NAVAJO MOUNTAIN, 2-1/2 MILES
 HN0917'NORTHWEST OF RAINBOW LODGE ON THE SOUTHEAST END OF A BROAD,
 HN0917'TIMBERED, ROCKY RIDGE.
 HN0917'
 HN0917'THE STATION WAS REACHED BY HELICOPTER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0526 ***********************************************************************
 JM0526  DESIGNATION -  DONNELLY
 JM0526  PID         -  JM0526
 JM0526  STATE/COUNTY-  UT/SAN JUAN
 JM0526  COUNTRY     -  US
 JM0526  USGS QUAD   -  HARTS POINT SOUTH (2017)
 JM0526
 JM0526                         *CURRENT SURVEY CONTROL
 JM0526  ______________________________________________________________________
 JM0526* NAD 83(1994) POSITION- 38 02 57.66710(N) 109 31 18.78257(W)   ADJUSTED
 JM0526* NAVD 88 ORTHO HEIGHT -  2078.6   (meters)     6820.    (feet) VERTCON3
 JM0526  ______________________________________________________________________
 JM0526  GEOID HEIGHT    -        -18.879 (meters)                     GEOID18
 JM0526  LAPLACE CORR    -          6.79  (seconds)                    DEFLEC18
 JM0526  HORZ ORDER      -  THIRD
 JM0526
 JM0526.The horizontal coordinates were established by classical geodetic methods
 JM0526.and adjusted by the National Geodetic Survey in November 1997.
 JM0526
 JM0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0526
 JM0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0526.GEOID18 height accuracy estimate available here.
 JM0526
 JM0526.Click photographs - Photos may exist for this station.
 JM0526
 JM0526.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0526
 JM0526. The following values were computed from the NAD 83(1994) position.
 JM0526
 JM0526;                    North         East     Units Scale Factor Converg.
 JM0526;SPC UT S     - 3,155,293.103   673,606.745   MT  0.99996198   +1 12 43.1
 JM0526;SPC UT S     -10,351,990.79  2,209,991.46   sFT  0.99996198   +1 12 43.1
 JM0526;UTM  12      - 4,212,321.942   629,691.106   MT  0.99980716   +0 54 40.1
 JM0526
 JM0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0526!SPC UT S     -   0.99967691  x   0.99996198  =   0.99963890
 JM0526!UTM  12      -   0.99967691  x   0.99980716  =   0.99948413
 JM0526
 JM0526:                Primary Azimuth Mark                     Grid Az
 JM0526:SPC UT S     -  DUGOUT                                   337 54 43.9
 JM0526:UTM  12      -  DUGOUT                                   338 12 46.9
 JM0526
 JM0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH2969112321(NAD 83)
 JM0526
 JM0526|---------------------------------------------------------------------|
 JM0526| PID    Reference Object                     Distance      Geod. Az  |
 JM0526|                                                           dddmmss.s |
 JM0526| JM0527 DUGOUT                              APPROX. 6.8 KM 3390727.0 |
 JM0526|---------------------------------------------------------------------|
 JM0526
 JM0526                          SUPERSEDED SURVEY CONTROL
 JM0526
 JM0526  NAD 83(1986)-  38 02 57.65673(N)    109 31 18.78807(W) AD(       ) 3
 JM0526  NAD 27      -  38 02 57.69440(N)    109 31 16.37920(W) AD(       ) 3
 JM0526  NGVD 29 (07/19/86) 2077.5    (m)         6816.     (f) VERT ANG       
 JM0526
 JM0526.Superseded values are not recommended for survey control.
 JM0526
 JM0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0526.See file dsdata.pdf to determine how the superseded data were derived.
 JM0526
 JM0526_MARKER: DD = SURVEY DISK
 JM0526_SETTING: 66 = SET IN ROCK OUTCROP
 JM0526_STAMPING: DONNELLY 1953
 JM0526_MARK LOGO: USGS
 JM0526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0526+STABILITY: POSITION/ELEVATION WELL
 JM0526
 JM0526  HISTORY     - Date     Condition        Report By
 JM0526  HISTORY     - 1953     MONUMENTED       USGS
 JM0526  HISTORY     - 1954     GOOD             USGS
 JM0526
 JM0526                          STATION DESCRIPTION
 JM0526
 JM0526'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JM0526'LOCATED ABOUT 37 MI. S. OF MOAB, 22 MI. ESE. OF CONFLUENCE OF GREEN
 JM0526'AND COLORADO RIVERS, ON PROMINENT PARTIALLY-TIMBERED TOP.  STATION IS
 JM0526'ABOUT 3 MI. SE. OF DUGOUT RANCH BUT IS NOT VISIBLE FROM THERE.  IT IS
 JM0526'AT N. END OF HEAD OF DONNELLY CANYON.  THE TOP HAS A REDDISH
 JM0526'APPEARANCE WHEN VIEWED FROM W.  STATION IS ABOUT 50 FT. S. OF HIGHEST
 JM0526'POINT AND ABOUT 10 FT. N. OF BREAKOFF ON S.
 JM0526'
 JM0526'STATION REACHED BY HELICOPTER.
 JM0526'
 JM0526'STATION MARK--STANDARD TABLET STAMPED ---DONNELLY 1953---, CEMENTED
 JM0526'IN DRILL HOLE IN SOLID BEDROCK.
 JM0526'
 JM0526'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---1
 JM0526'1953---, CEMENTED IN DRILL HOLE IN BEDROCK, 18.59 FT. FROM STATION
 JM0526'MARK, S 76 DEG 42 MIN W.
 JM0526'
 JM0526'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED ---2
 JM0526'1953---, CEMENTED IN DRILL HOLE IN SOLID BEDROCK, 11.29 FT. FROM
 JM0526'STATION MARK, S 17 DEG 06 MIN E.
 JM0526
 JM0526                          STATION RECOVERY (1954)
 JM0526
 JM0526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (LBM)
 JM0526'STATION FOUND AS DESCRIBED.  ALL MARKS FOUND IN
 JM0526'GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0551 ***********************************************************************
 JO0551  DESIGNATION -  DOUBLE
 JO0551  PID         -  JO0551
 JO0551  STATE/COUNTY-  UT/MILLARD
 JO0551  COUNTRY     -  US
 JO0551  USGS QUAD   -  THE BARN (2017)
 JO0551
 JO0551                         *CURRENT SURVEY CONTROL
 JO0551  ______________________________________________________________________
 JO0551* NAD 83(1994) POSITION- 38 54 14.97172(N) 113 29 18.44508(W)   ADJUSTED
 JO0551* NAVD 88 ORTHO HEIGHT -  2367.3   (meters)     7767.    (feet) VERTCON3
 JO0551  ______________________________________________________________________
 JO0551  GEOID HEIGHT    -        -20.287 (meters)                     GEOID18
 JO0551  LAPLACE CORR    -         -8.22  (seconds)                    DEFLEC18
 JO0551  HORZ ORDER      -  FIRST
 JO0551
 JO0551.The horizontal coordinates were established by classical geodetic methods
 JO0551.and adjusted by the National Geodetic Survey in November 1997.
 JO0551
 JO0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0551
 JO0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0551.GEOID18 height accuracy estimate available here.
 JO0551
 JO0551.Click photographs - Photos may exist for this station.
 JO0551
 JO0551.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0551
 JO0551. The following values were computed from the NAD 83(1994) position.
 JO0551
 JO0551;                    North         East     Units Scale Factor Converg.
 JO0551;SPC UT C     - 2,065,291.568   327,524.075   MT  1.00002967   -1 16 25.5
 JO0551;SPC UT C     - 6,775,877.42  1,074,551.90   sFT  1.00002967   -1 16 25.5
 JO0551;UTM  12      - 4,309,084.974   284,215.275   MT  1.00017340   -1 33 48.2
 JO0551
 JO0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0551!SPC UT C     -   0.99963190  x   1.00002967  =   0.99966156
 JO0551!UTM  12      -   0.99963190  x   1.00017340  =   0.99980524
 JO0551
 JO0551:                Primary Azimuth Mark                     Grid Az
 JO0551:SPC UT C     -  LAW                                      141 51 03.7
 JO0551:UTM  12      -  LAW                                      142 08 26.4
 JO0551
 JO0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ8421509084(NAD 83)
 JO0551
 JO0551|---------------------------------------------------------------------|
 JO0551| PID    Reference Object                     Distance      Geod. Az  |
 JO0551|                                                           dddmmss.s |
 JO0551| CM5493 DOUBLE RM 1                           4.006 METERS 07532     |
 JO0551| JO0549 LAW                                 APPROX.18.5 KM 1403438.2 |
 JO0551| CM5492 DOUBLE AZ MK                                       1982600.2 |
 JO0551| CM5494 DOUBLE RM 2                           4.769 METERS 20721     |
 JO0551| JO0550 CAIRN                                 8.540 METERS 26657     |
 JO0551|---------------------------------------------------------------------|
 JO0551
 JO0551                          SUPERSEDED SURVEY CONTROL
 JO0551
 JO0551  NAD 83(1986)-  38 54 14.96663(N)    113 29 18.44350(W) AD(       ) 1
 JO0551  NAD 27      -  38 54 15.13610(N)    113 29 15.54850(W) AD(       ) 1
 JO0551  NGVD 29 (07/19/86) 2366.0    (m)         7762.     (f) VERT ANG       
 JO0551
 JO0551.Superseded values are not recommended for survey control.
 JO0551
 JO0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0551.See file dsdata.pdf to determine how the superseded data were derived.
 JO0551
 JO0551_MARKER: DS = TRIANGULATION STATION DISK
 JO0551_SETTING: 66 = SET IN ROCK OUTCROP
 JO0551_STAMPING: DOUBLE 1957
 JO0551_MARK LOGO: CGS
 JO0551_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0551+STABILITY: POSITION/ELEVATION WELL
 JO0551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0551+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2021
 JO0551
 JO0551  HISTORY     - Date     Condition        Report By
 JO0551  HISTORY     - 1957     MONUMENTED       CGS
 JO0551  HISTORY     - 1957     GOOD             CGS
 JO0551  HISTORY     - 1971     GOOD             USGS
 JO0551  HISTORY     - 20211107 GOOD             INDIV
 JO0551
 JO0551                          STATION DESCRIPTION
 JO0551
 JO0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 JO0551'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT DOUBLE
 JO0551'TOPPED MOUNTAIN, THE HIGHEST IN THE VICINITY.  IT IS ABOUT
 JO0551'35 MILES AIRLINE EAST-SOUTHEAST OF BAKER, 9 MILES AIRLINE
 JO0551'SOUTHWEST OF U.S. HIGHWAY 6 AND 17 MILES AIRLINE SOUTH-SOUTHWEST
 JO0551'OF NOTCH PEAK.
 JO0551'
 JO0551'TO REACH FROM THE U.S. POST OFFICE IN HINCKLEY, GO NORTH
 JO0551'FOR 0.3 MILE TO U.S. HIGHWAY 6.  TURN LEFT AND GO WEST AND
 JO0551'SOUTHWEST ON U.S. HIGHWAY 6 FOR 43.1 MILES TO A SIDE ROAD
 JO0551'LEFT.  TAKE SIDE ROAD AND GO SOUTHERLY FOR 13.3 MILES TO A
 JO0551'SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 10.5 MILES TO A
 JO0551'FORK JUST AFTER PASSING A CORRAL.  TAKE RIGHT FORK AND GO
 JO0551'NORTHERLY FOR 1.5 MILES TO A LARGE LONE JUNIPER ON THE LEFT
 JO0551'IN A NARROW CANYON.  THE AZIMUTH MARK IS 100 YARDS WEST
 JO0551'OF THIS POINT.  CONTINUE NORTHERLY FOR 1.5 MILES TO A DIM
 JO0551'REVERSE Y.  LEAVE ROAD AND GO NORTHEAST, CROSS COUNTRY, FOR 0.9
 JO0551'MILE TO MOUTH OF NARROW DRAW.  PACK NORTHEAST UP DRAW FOR
 JO0551'25 MINUTES TO A STEEP WASH RUNNING UP WESTERLY.  PACK UP WASH TO
 JO0551'SADDLE THEN BEAR NORTH, PASSING AROUND EAST SIDE OF RIMROCK, TO
 JO0551'HIGHEST POINT AND STATION.  NOTE--4-WHEEL DRIVE VEHICLE
 JO0551'REQUIRED FOR LAST 0.9 MILE OF TRAVEL.  PACKING TIME ABOUT
 JO0551'1-1/2 HOURS.
 JO0551'
 JO0551'THE STATION MARK IS A STANDARD DISK STAMPED DOUBLE 1957,
 JO0551'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 4 INCHES.
 JO0551'IT IS 28 FEET EAST OF A LARGE CAIRN.
 JO0551'
 JO0551'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DOUBLE
 JO0551'NO 1 1957, CEMENTED IN A DRILL HOLE IN BEDROCK.  IT PROJECTS
 JO0551'6 INCHES AND IS ABOUT 6 INCHES HIGHER THAN THE STATION.
 JO0551'
 JO0551'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DOUBLE
 JO0551'NO 2 1957, CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS ABOUT
 JO0551'6 INCHES LOWER THAN THE STATION.
 JO0551'
 JO0551'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DOUBLE 1957,
 JO0551'CEMENTED IN A LARGE BEDROCK OUTCROP THAT PROJECTS 3 FEET.  IT
 JO0551'IS ON THE NORTHEAST SLOPE OF A VERY STEEP ROCKY HILL.  5
 JO0551'FEET NORTHEAST OF A CAIRN AND 100 YARDS WEST OF A LONE JUNIPER.
 JO0551'
 JO0551'CAIRN IS 4 FEET IN DIAMETER AND 5 FEET HIGH, WITH A 2 X 2-INCH
 JO0551'POST 8 FEET HIGH PROJECTING FROM THE CENTER.
 JO0551
 JO0551                          STATION RECOVERY (1957)
 JO0551
 JO0551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 JO0551'THE STATION IS LOCATED ABOUT 35 MILES AIRLINE EAST SOUTHEAST OF
 JO0551'BAKER, NEVADA, 9 MILES AIRLINE SOUTH OF U.S. HIGHWAY 50 AND
 JO0551'17 MILES SOUTH SOUTHWEST OF NOTCH PEAK.
 JO0551'
 JO0551'THE CAIRN IS ABOUT 4 FEET IN DIAMETER AND 5 FEET HIGH WITH
 JO0551'A 2X2 INCH POLE 8 FEET HIGH IN THE CENTER.  THE CENTER OF THE
 JO0551'CAIRN WAS TRAVERSED TO.
 JO0551
 JO0551                          STATION RECOVERY (1971)
 JO0551
 JO0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JO0551'INSTRUMENT STAND IS 4.6 FT ABOVE STATION MARK.
 JO0551'ALL MARKS IN GOOD CONDITION.
 JO0551'REACHED BY HELICOPTER.
 JO0551'STATION MARK--STANDARD DISK, STAMPED ---DOUBLE 1957---, CEMENTED IN A
 JO0551'DRILL HOLE IN BEDROCK THAT PROJECTS 4 IN.
 JO0551
 JO0551                          STATION RECOVERY (2021)
 JO0551
 JO0551'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 JO0551'REFERENCE MARK NO.1 IS LOOSE, BUT STILL IN ORIGINAL DRILL HOLE.
 JO0551'DRIVING DIRECTIONS WORK OKAY.  IT IS EASIER TO HIKE UP THE RIDGE AND
 JO0551'APPROACH THE STATION MORE FROM THE WEST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0666 ***********************************************************************
 LN0666  DESIGNATION -  DOWD
 LN0666  PID         -  LN0666
 LN0666  STATE/COUNTY-  UT/DAGGETT
 LN0666  COUNTRY     -  US
 LN0666  USGS QUAD   -  MANILA (2017)
 LN0666
 LN0666                         *CURRENT SURVEY CONTROL
 LN0666  ______________________________________________________________________
 LN0666* NAD 83(1994) POSITION- 40 53 39.74298(N) 109 44 42.70703(W)   ADJUSTED
 LN0666* NAVD 88 ORTHO HEIGHT -  2547.8   (meters)     8359.    (feet) VERTCON3
 LN0666  ______________________________________________________________________
 LN0666  GEOID HEIGHT    -        -13.270 (meters)                     GEOID18
 LN0666  LAPLACE CORR    -         -9.19  (seconds)                    DEFLEC18
 LN0666  HORZ ORDER      -  THIRD
 LN0666
 LN0666.The horizontal coordinates were established by classical geodetic methods
 LN0666.and adjusted by the National Geodetic Survey in November 1997.
 LN0666
 LN0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0666
 LN0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0666.GEOID18 height accuracy estimate available here.
 LN0666
 LN0666.Click photographs - Photos may exist for this station.
 LN0666
 LN0666.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0666
 LN0666. The following values were computed from the NAD 83(1994) position.
 LN0666
 LN0666;                    North         East     Units Scale Factor Converg.
 LN0666;SPC UT N     - 1,063,795.879   647,862.584   MT  0.99997607   +1 09 25.3
 LN0666;SPC UT N     - 3,490,136.98  2,125,529.16   sFT  0.99997607   +1 09 25.3
 LN0666;UTM  12      - 4,527,789.381   605,700.422   MT  0.99973751   +0 49 17.6
 LN0666
 LN0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0666!SPC UT N     -   0.99960258  x   0.99997607  =   0.99957866
 LN0666!UTM  12      -   0.99960258  x   0.99973751  =   0.99934019
 LN0666
 LN0666:                Primary Azimuth Mark                     Grid Az
 LN0666:SPC UT N     -  UTE MTN LOT                              236 29 59.5
 LN0666:UTM  12      -  UTE MTN LOT                              236 50 07.2
 LN0666
 LN0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL0570027789(NAD 83)
 LN0666
 LN0666|---------------------------------------------------------------------|
 LN0666| PID    Reference Object                     Distance      Geod. Az  |
 LN0666|                                                           dddmmss.s |
 LN0666| LN0693 UTE MTN LOT                         APPROX. 4.7 KM 2373924.8 |
 LN0666|---------------------------------------------------------------------|
 LN0666
 LN0666                          SUPERSEDED SURVEY CONTROL
 LN0666
 LN0666  NAD 83(1993)-  40 53 39.74322(N)    109 44 42.70666(W) AD(       ) 3
 LN0666  NAD 83(1986)-  40 53 39.72319(N)    109 44 42.69570(W) AD(       ) 3
 LN0666  NAD 27      -  40 53 39.88092(N)    109 44 40.14948(W) AD(       ) 3
 LN0666  NGVD 29 (07/19/86) 2546.5    (m)         8355.     (f) VERT ANG       
 LN0666
 LN0666.Superseded values are not recommended for survey control.
 LN0666
 LN0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0666.See file dsdata.pdf to determine how the superseded data were derived.
 LN0666
 LN0666_MARKER: DD = SURVEY DISK
 LN0666_SETTING: 66 = SET IN ROCK OUTCROP
 LN0666_STAMPING: DOWD 1961
 LN0666_MARK LOGO: USGS
 LN0666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0666+STABILITY: POSITION/ELEVATION WELL
 LN0666
 LN0666  HISTORY     - Date     Condition        Report By
 LN0666  HISTORY     - 1961     MONUMENTED       USGS
 LN0666
 LN0666                          STATION DESCRIPTION
 LN0666
 LN0666'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 LN0666'LOCATED ABOUT 7.0 MI. S. AIR OF MANILA, UTAH, ABOUT 2.8 MI. NE. OF
 LN0666'UTE MOUNTAIN LOT, ON A LONG E-W. GRASSY RIDGE THAT DIVIDES DOWDS HOLE
 LN0666'FROM DEATH VALLEY CREEK.
 LN0666'
 LN0666'TO REACH FROM MANILA AT THE JUNCTION OF HIGHWAY 43 AND HIGHWAY 44, GO
 LN0666'S. ALONG HIGHWAY 44 FOR A DISTANCE OF 15.4 MI. TO A SHARP TURN IN THE
 LN0666'RD., A SIGN POINTING TO LODGEPOLE SPRING AND DEATH VALLEY, AND A RD.
 LN0666'TO THE LEFT, TURN LEFT AND CONTINUE STRAIGHT AHEAD FOR A DISTANCE OF
 LN0666'0.7 MI. AND A GATE, CONTINUE FOR A DISTANCE OF 0.1 MI. AND A FORK IN
 LN0666'THE RD., CONTINUE TO THE RIGHT FOR 0.3 MI., TURN RIGHT AND CONTINUE
 LN0666'CROSS-COUNTRY, ALONG A RIDGE, FOR 0.3 MI. TO THE STATION SITE.
 LN0666'
 LN0666'STATION MARK - STANDARD TABLET STAMPED ---DOWD 1961---, CEMENTED IN A
 LN0666'DRILL HOLE IN THE ROCK OUTCROP ON THE RIDGE.
 LN0666'
 LN0666'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.1
 LN0666'1961--- CEMENTED IN A DRILL HOLE IN THE ROCK OUTCROP.
 LN0666'
 LN0666'REFERENCE MARK NO.2 - U.S. BUREAU OF PUBLIC RDS. TABLET CEMENTED IN
 LN0666'THE ROCK OUTCROP ON THE RIDGE.
 LN0666'
 LN0666'NGS B.M. - A STANDARD NGS TABLET STAMPED ---C-29--- SET IN A CONCRETE
 LN0666'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DH5736 ***********************************************************************
 DH5736  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5736  DESIGNATION -  DR 1
 DH5736  PID         -  DH5736
 DH5736  STATE/COUNTY-  UT/KANE
 DH5736  COUNTRY     -  US
 DH5736  USGS QUAD   -  CATHEDRAL CANYON (2017)
 DH5736
 DH5736                         *CURRENT SURVEY CONTROL
 DH5736  ______________________________________________________________________
 DH5736* NAD 83(2011) POSITION- 37 07 01.79227(N) 111 04 42.69891(W)   ADJUSTED
 DH5736* NAD 83(2011) ELLIP HT-  1115.280 (meters)        (06/27/12)   ADJUSTED
 DH5736* NAD 83(2011) EPOCH   -  2010.00
 DH5736* NAVD 88 ORTHO HEIGHT -  1138.32  (meters)     3734.6   (feet) GPS OBS
 DH5736  ______________________________________________________________________
 DH5736  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DH5736  GEOID HEIGHT    -        -23.020 (meters)                     GEOID09
 DH5736  GEOID HEIGHT    -        -23.016 (meters)                     GEOID18
 DH5736  NAD 83(2011) X  - -1,831,699.650 (meters)                     COMP
 DH5736  NAD 83(2011) Y  - -4,752,262.594 (meters)                     COMP
 DH5736  NAD 83(2011) Z  -  3,828,442.639 (meters)                     COMP
 DH5736  LAPLACE CORR    -          5.19  (seconds)                    DEFLEC18
 DH5736
 DH5736  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5736  Standards:
 DH5736         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5736            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5736  -------------------------------------------------------------------
 DH5736  NETWORK    0.37   1.02           0.17   0.13   0.52      0.06556042
 DH5736  -------------------------------------------------------------------
 DH5736  Click here for local accuracies and other accuracy information.
 DH5736
 DH5736.The horizontal coordinates were established by GPS observations
 DH5736.and adjusted by the National Geodetic Survey in June 2012.
 DH5736
 DH5736.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5736.been affixed to the stable North American tectonic plate. See 
 DH5736.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5736
 DH5736.The horizontal coordinates are valid at the epoch date displayed above
 DH5736.which is a decimal equivalence of Year/Month/Day.
 DH5736
 DH5736.The orthometric height was determined by GPS observations and a
 DH5736.high-resolution geoid model using precise GPS observation and
 DH5736.processing techniques.
 DH5736
 DH5736.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5736.GEOID18 height accuracy estimate available here.
 DH5736
 DH5736.Click photographs - Photos may exist for this station.
 DH5736
 DH5736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5736
 DH5736.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5736
 DH5736.The ellipsoidal height was determined by GPS observations
 DH5736.and is referenced to NAD 83.
 DH5736
 DH5736. The following values were computed from the NAD 83(2011) position.
 DH5736
 DH5736;                    North         East     Units Scale Factor Converg.
 DH5736;SPC UT S     - 3,050,082.395   537,458.901   MT  1.00001855   +0 15 29.6
 DH5736;SPC UT S     -10,006,811.99  1,763,313.08   sFT  1.00001855   +0 15 29.6
 DH5736;UTM  12      - 4,107,872.825   493,023.669   MT  0.99960060   -0 02 50.6
 DH5736
 DH5736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5736!SPC UT S     -   0.99982501  x   1.00001855  =   0.99984356
 DH5736!UTM  12      -   0.99982501  x   0.99960060  =   0.99942568
 DH5736
 DH5736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG9302307872(NAD 83)
 DH5736
 DH5736                          SUPERSEDED SURVEY CONTROL
 DH5736
 DH5736  NAD 83(2007)-  37 07 01.79171(N)    111 04 42.69915(W) AD(2002.00) 0
 DH5736  ELLIP H (02/10/07) 1115.301  (m)                       GP(2002.00)    
 DH5736  NAD 83(1994)-  37 07 01.79146(N)    111 04 42.69898(W) AD(       ) A
 DH5736  ELLIP H (05/31/05) 1115.308  (m)                       GP(       ) 3 2
 DH5736  NAVD 88 (05/31/05) 1138.37   (m)  GEOID03  model used  GPS OBS        
 DH5736
 DH5736.Superseded values are not recommended for survey control.
 DH5736
 DH5736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5736.See file dsdata.pdf to determine how the superseded data were derived.
 DH5736
 DH5736_MARKER: DD = SURVEY DISK
 DH5736_SETTING: 66 = SET IN ROCK OUTCROP
 DH5736_STAMPING: DR 1 2004
 DH5736_MARK LOGO: NGS
 DH5736_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH5736+STABILITY: POSITION/ELEVATION WELL
 DH5736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5736+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 DH5736
 DH5736  HISTORY     - Date     Condition        Report By
 DH5736  HISTORY     - 20041115 MONUMENTED       NGS
 DH5736
 DH5736                          STATION DESCRIPTION
 DH5736
 DH5736'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004 (DHM)
 DH5736'TO REACH DANGLING ROPE MARINA GET A BOAT, ACCESS TO THE MARINA IS BY
 DH5736'BOAT ONLY.  THE MARINA IS APPROXIMATELY 43 MILES UP LAKE FROM WAHWEAP
 DH5736'MARINA IN PAGE, AZ.  TWO STATIONS WERE SET AT DANGLING ROPE MARINA ONE
 DH5736'(DR 1) NEAR THE BREAKWATER AT THE ENTRANCE TO THE MARINA ON THE
 DH5736'EASTERN SHORE AND ONE (DR 2) TO THE EAST OF THE NATIONAL PARK SERVICE
 DH5736'RESIDENCE AREA.  THE STATIONS ARE INTERVISIBLE.
 DH5736'
 DH5736'TO REACH THE STATION DR 1 FROM THE FLOATING PIERS AT DANGLING ROPE
 DH5736'MARINA CROSS THE BAY THE MARINA IS IN (HEAD SOUTHEAST) TO THE FAR
 DH5736'SHORE.  THE STATION IS ATOP AN OBVIOUS, BARE, FAIRLY LEVEL OUTCROP OF
 DH5736'SANDSTONE APPROXIMATELY 30 M (100 FT) LONG (BEARING 045 / 225) AND 12
 DH5736'M (40 FT) WIDE (BEARING 315 / 135) AND APPROXIMATELY 0.8 M (2.5 FT)
 DH5736'BELOW THE SOIL/ROCK INTERFACE, 4.5 M (15 FT) SOUTH OF A PROMINENT HIGH
 DH5736'POINT OF EXPOSED ROCK.  IT IS ON A MAGNETIC BEARING OF 145 DEGREES
 DH5736'FROM THE CENTER OF THE NPS RESIDENCE AREA.  THE STATION IS 4 M (13 FT)
 DH5736'ON MAGNETIC BEARING 190 DEGREES FROM A SMALL ROCK CAIRN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DH5737 ***********************************************************************
 DH5737  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5737  DESIGNATION -  DR 2
 DH5737  PID         -  DH5737
 DH5737  STATE/COUNTY-  UT/KANE
 DH5737  COUNTRY     -  US
 DH5737  USGS QUAD   -  NAVAJO POINT (2017)
 DH5737
 DH5737                         *CURRENT SURVEY CONTROL
 DH5737  ______________________________________________________________________
 DH5737* NAD 83(2011) POSITION- 37 07 39.89162(N) 111 04 55.34066(W)   ADJUSTED
 DH5737* NAD 83(2011) ELLIP HT-  1128.905 (meters)        (06/27/12)   ADJUSTED
 DH5737* NAD 83(2011) EPOCH   -  2010.00
 DH5737* NAVD 88 ORTHO HEIGHT -  1151.94  (meters)     3779.3   (feet) GPS OBS
 DH5737  ______________________________________________________________________
 DH5737  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DH5737  GEOID HEIGHT    -        -23.010 (meters)                     GEOID09
 DH5737  GEOID HEIGHT    -        -23.004 (meters)                     GEOID18
 DH5737  NAD 83(2011) X  - -1,831,739.796 (meters)                     COMP
 DH5737  NAD 83(2011) Y  - -4,751,498.942 (meters)                     COMP
 DH5737  NAD 83(2011) Z  -  3,829,387.526 (meters)                     COMP
 DH5737  LAPLACE CORR    -          0.94  (seconds)                    DEFLEC18
 DH5737
 DH5737  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5737  Standards:
 DH5737         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5737            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5737  -------------------------------------------------------------------
 DH5737  NETWORK    0.26   0.67           0.12   0.09   0.34     -0.01311248
 DH5737  -------------------------------------------------------------------
 DH5737  Click here for local accuracies and other accuracy information.
 DH5737
 DH5737.The horizontal coordinates were established by GPS observations
 DH5737.and adjusted by the National Geodetic Survey in June 2012.
 DH5737
 DH5737.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5737.been affixed to the stable North American tectonic plate. See 
 DH5737.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5737
 DH5737.The horizontal coordinates are valid at the epoch date displayed above
 DH5737.which is a decimal equivalence of Year/Month/Day.
 DH5737
 DH5737.The orthometric height was determined by GPS observations and a
 DH5737.high-resolution geoid model using precise GPS observation and
 DH5737.processing techniques.
 DH5737
 DH5737.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5737.GEOID18 height accuracy estimate available here.
 DH5737
 DH5737.Click photographs - Photos may exist for this station.
 DH5737
 DH5737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5737
 DH5737.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5737
 DH5737.The ellipsoidal height was determined by GPS observations
 DH5737.and is referenced to NAD 83.
 DH5737
 DH5737. The following values were computed from the NAD 83(2011) position.
 DH5737
 DH5737;                    North         East     Units Scale Factor Converg.
 DH5737;SPC UT S     - 3,051,255.520   537,141.556   MT  1.00001644   +0 15 21.9
 DH5737;SPC UT S     -10,010,660.82  1,762,271.92   sFT  1.00001644   +0 15 21.9
 DH5737;UTM  12      - 4,109,047.137   492,712.715   MT  0.99960065   -0 02 58.3
 DH5737
 DH5737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5737!SPC UT S     -   0.99982287  x   1.00001644  =   0.99983931
 DH5737!UTM  12      -   0.99982287  x   0.99960065  =   0.99942359
 DH5737
 DH5737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG9271209047(NAD 83)
 DH5737
 DH5737                          SUPERSEDED SURVEY CONTROL
 DH5737
 DH5737  NAD 83(2007)-  37 07 39.89107(N)    111 04 55.34090(W) AD(2002.00) 0
 DH5737  ELLIP H (02/10/07) 1128.925  (m)                       GP(2002.00)    
 DH5737  NAD 83(1994)-  37 07 39.89082(N)    111 04 55.34074(W) AD(       ) A
 DH5737  ELLIP H (05/31/05) 1128.933  (m)                       GP(       ) 3 2
 DH5737  NAVD 88 (05/31/05) 1151.98   (m)  GEOID03  model used  GPS OBS        
 DH5737
 DH5737.Superseded values are not recommended for survey control.
 DH5737
 DH5737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5737.See file dsdata.pdf to determine how the superseded data were derived.
 DH5737
 DH5737_MARKER: DD = SURVEY DISK
 DH5737_SETTING: 66 = SET IN ROCK OUTCROP
 DH5737_STAMPING: DR 2 2004
 DH5737_MARK LOGO: NGS
 DH5737_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH5737+STABILITY: POSITION/ELEVATION WELL
 DH5737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5737+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 DH5737
 DH5737  HISTORY     - Date     Condition        Report By
 DH5737  HISTORY     - 20041115 MONUMENTED       NGS
 DH5737
 DH5737                          STATION DESCRIPTION
 DH5737
 DH5737'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004 (DHM)
 DH5737'TO REACH DANGLING ROPE MARINA GET A BOAT, ACCESS TO THE MARINA IS BY
 DH5737'BOAT ONLY.  THE MARINA IS APPROXIMATELY 43 MILES UP LAKE FROM WAHWEAP
 DH5737'MARINA IN PAGE, AZ.  TWO STATIONS WERE SET AT DANGLING ROPE MARINA ONE
 DH5737'(DR 1) NEAR THE BREAKWATER AT THE ENTRANCE TO THE MARINA ON THE
 DH5737'EASTERN SHORE AND ON (DR 2) TO THE EAST OF THE NATIONAL PARK SERVICE
 DH5737'RESIDENCE AREA.  THE STATIONS ARE INTERVISIBLE.
 DH5737'
 DH5737'TO REACH DR 2 FROM THE FLOATING PIERS AT DANGLING ROPE MARINA PROCEED
 DH5737'UP THE CONCRETE RAMP TO THE NPS RESIDENCE AREA.  THE STATION IS ON A
 DH5737'MAGNETIC BEARING OF 034 DEGREES FROM THE CENTER OF THE RESIDENCE AREA
 DH5737'ON A PROMINENT POINT OF BARE SANDSTONE, DOMED IN APPEARANCE,
 DH5737'APPROXIMATELY 7.5 M (24 FT) IN DIAMETER WITH A STEEP DROP OFF TO THE
 DH5737'WATER.  IT IS ON A MAGNETIC BEARING OF 085 DEGREES FROM THE MOST
 DH5737'SOUTHERLY PHOTOVOLTAIC PANEL, APPROXIMATELY 9 M (30 FT) AT MAGNETIC
 DH5737'BEARING 340 DEGREES FROM THE MOST SOUTHERLY POINT/EDGE OF THE OUTCROP,
 DH5737'ON A TRUE BEARING OF 053 DEGREES AT APPROXIMATELY 116 M (380 FT) FROM
 DH5737'THE FIRE PLUG AT THE NORTHERN EDGE OF THE RESIDENCE AREA, AND 1.2 M (4
 DH5737'FT) FROM A SMALL ROCK CAIRN.  IT IS APPROXIMATELY 5.8 M (19 FT) FROM
 DH5737'THE BARE ROCK/SOIL INTERFACE AND ABOUT 0.3 M (1 FT) BELOW THE LEVEL OF
 DH5737'THAT INTERFACE.  THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK
 DH5737'STAMPED DR 2 2004.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0713 ***********************************************************************
 MS0713  DESIGNATION -  DRACUP
 MS0713  PID         -  MS0713
 MS0713  STATE/COUNTY-  UT/DAVIS
 MS0713  COUNTRY     -  US
 MS0713  USGS QUAD   -  CLEARFIELD (2017)
 MS0713
 MS0713                         *CURRENT SURVEY CONTROL
 MS0713  ______________________________________________________________________
 MS0713* NAD 83(2011) POSITION- 41 04 28.57225(N) 112 04 00.69984(W)   ADJUSTED
 MS0713* NAD 83(2011) ELLIP HT-  1276.207 (meters)        (06/27/12)   ADJUSTED
 MS0713* NAD 83(2011) EPOCH   -  2010.00
 MS0713* NAVD 88 ORTHO HEIGHT -  1293.5   (meters)     4244.    (feet) VERTCON3
 MS0713  ______________________________________________________________________
 MS0713  GEOID HEIGHT    -        -17.067 (meters)                     GEOID18
 MS0713  NAD 83(2011) X  - -1,809,357.562 (meters)                     COMP
 MS0713  NAD 83(2011) Y  - -4,463,314.331 (meters)                     COMP
 MS0713  NAD 83(2011) Z  -  4,169,510.990 (meters)                     COMP
 MS0713  LAPLACE CORR    -          1.50  (seconds)                    DEFLEC18
 MS0713
 MS0713  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MS0713  Standards:
 MS0713         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MS0713            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MS0713  -------------------------------------------------------------------
 MS0713  NETWORK    2.53   4.66           1.13   0.92   2.38      0.05374636
 MS0713  -------------------------------------------------------------------
 MS0713  Click here for local accuracies and other accuracy information.
 MS0713
 MS0713.The horizontal coordinates were established by GPS observations
 MS0713.and adjusted by the National Geodetic Survey in June 2012.
 MS0713
 MS0713.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MS0713.been affixed to the stable North American tectonic plate. See 
 MS0713.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MS0713
 MS0713.The horizontal coordinates are valid at the epoch date displayed above
 MS0713.which is a decimal equivalence of Year/Month/Day.
 MS0713
 MS0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0713
 MS0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0713.GEOID18 height accuracy estimate available here.
 MS0713
 MS0713.Click photographs - Photos may exist for this station.
 MS0713
 MS0713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MS0713
 MS0713.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0713
 MS0713.The ellipsoidal height was determined by GPS observations
 MS0713.and is referenced to NAD 83.
 MS0713
 MS0713. The following values were computed from the NAD 83(2011) position.
 MS0713
 MS0713;                    North         East     Units Scale Factor Converg.
 MS0713;SPC UT N     - 1,082,472.817   452,363.026   MT  0.99996154   -0 22 25.5
 MS0713;SPC UT N     - 3,551,412.90  1,484,127.69   sFT  0.99996154   -0 22 25.5
 MS0713;UTM  12      - 4,547,587.078   410,375.878   MT  0.99969886   -0 42 03.7
 MS0713
 MS0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0713!SPC UT N     -   0.99979986  x   0.99996154  =   0.99976140
 MS0713!UTM  12      -   0.99979986  x   0.99969886  =   0.99949878
 MS0713
 MS0713:                Primary Azimuth Mark                     Grid Az
 MS0713:SPC UT N     -  DRACUP RM 3 AZIMUTH                      272 54 04.6
 MS0713:UTM  12      -  DRACUP RM 3 AZIMUTH                      273 13 42.8
 MS0713
 MS0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1037547587(NAD 83)
 MS0713
 MS0713|---------------------------------------------------------------------|
 MS0713| PID    Reference Object                     Distance      Geod. Az  |
 MS0713|                                                           dddmmss.s |
 MS0713| CM5504 DRACUP RM 1                          13.840 METERS 09659     |
 MS0713| CM5505 DRACUP RM 2                          12.442 METERS 26317     |
 MS0713| CM5506 DRACUP RM 3 AZIMUTH                                2723139.1 |
 MS0713|---------------------------------------------------------------------|
 MS0713
 MS0713                          SUPERSEDED SURVEY CONTROL
 MS0713
 MS0713  NAD 83(2007)-  41 04 28.57185(N)    112 04 00.70037(W) AD(2002.00) 0
 MS0713  ELLIP H (02/10/07) 1276.220  (m)                       GP(2002.00)    
 MS0713  ELLIP H (01/22/02) 1276.314  (m)                       GP(       ) 4 1
 MS0713  NAD 83(1994)-  41 04 28.57113(N)    112 04 00.69982(W) AD(       ) 1
 MS0713  ELLIP H (11/04/97) 1276.151  (m)                       GP(       ) 4 1
 MS0713  NAD 83(1993)-  41 04 28.57032(N)    112 04 00.70012(W) AD(       ) 1
 MS0713  NAD 83(1986)-  41 04 28.55995(N)    112 04 00.69037(W) AD(       ) 1
 MS0713  NAD 27      -  41 04 28.77029(N)    112 03 57.88658(W) AD(       ) 1
 MS0713  NGVD 29 (07/19/86) 1292.6    (m)         4241.     (f) VERT ANG       
 MS0713
 MS0713.Superseded values are not recommended for survey control.
 MS0713
 MS0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0713.See file dsdata.pdf to determine how the superseded data were derived.
 MS0713
 MS0713_MARKER: DH = HORIZONTAL CONTROL DISK
 MS0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0713_STAMPING: DRACUP 1974
 MS0713_MARK LOGO: NGS
 MS0713_PROJECTION: RECESSED 5 CENTIMETERS
 MS0713_MAGNETIC: N = NO MAGNETIC MATERIAL
 MS0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0713+STABILITY: SURFACE MOTION
 MS0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0713+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2017
 MS0713
 MS0713  HISTORY     - Date     Condition        Report By
 MS0713  HISTORY     - 1974     MONUMENTED       NGS
 MS0713  HISTORY     - 1974     GOOD             NGS
 MS0713  HISTORY     - 19920715 GOOD             NOS
 MS0713  HISTORY     - 20170504 GOOD             INDIV
 MS0713
 MS0713                          STATION DESCRIPTION
 MS0713
 MS0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 MS0713'THE STATION IS LOCATED ABOUT 5.5 MILES WEST-NORTHWEST OF LAYTON, 3.5
 MS0713'MILES SOUTHWEST OF CLEARFIELD, IN THE NORTHEAST 1/4 OF SECTION
 MS0713'21, T4N, R2W AND ON DAVIS COUNTY ROAD RIGHT-OF-WAY.
 MS0713'
 MS0713'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 84 AND
 MS0713'GENTILE STREET IN LAYTON GO WEST ON GENTILE STREET FOR 3.8 MILES
 MS0713'TO THE INTERSECTION OF BLUFF ROAD.  TURN RIGHT AND GO NORTHWEST
 MS0713'ON BLUFF ROAD FOR 1.5 MILES TO A SIX-WAY INTERSECTION.  TURN LEFT
 MS0713'AND GO WEST ON THE SURFACED ROAD FOR 0.15 MILE TO THE STATION ON
 MS0713'THE LEFT.  (TO REACH REFERENCE MARK 3, (AZIMUTH MARK) CONTINUE
 MS0713'WEST ON THE SURFACED ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT
 MS0713'AND A SMALL CORRAL.)
 MS0713'
 MS0713'THE STATION MARKS ARE STANDARD DISKS STAMPED DRACUP 1974, THE
 MS0713'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 MS0713'IS 12-INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND
 MS0713'SURFACE.  IT IS 67 FEET SOUTHEAST OF A TELEPHONE POLE, 26 FEET
 MS0713'SOUTH OF THE CENTER OF THE SURFACED ROAD AND 5.5 FEET NORTH OF A
 MS0713'METAL WITNESS POST SET IN THE RIGHT-OF-WAY FENCE.  THE
 MS0713'UNDERGROUND DISK WAS SET ABOUT 42 INCHES BELOW THE GROUND
 MS0713'SURFACE.
 MS0713'
 MS0713'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DRACUP NO 1 1974, SET
 MS0713'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 MS0713'DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 MS0713'45 FEET EAST OF THE METAL WITNESS POST SET IN THE RIGHT-OF-WAY
 MS0713'FENCE, 34 FEET SOUTH OF THE CENTER OF THE SURFACED ROAD AND 1
 MS0713'FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 MS0713'
 MS0713'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DRACUP NO 2 1974, SET
 MS0713'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 MS0713'DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 63
 MS0713'FEET SOUTH OF A TELEPHONE POLE, 41 FEET WEST OF THE METAL WITNESS
 MS0713'POST SET IN THE RIGHT-OF-WAY FENCE, 34 FEET SOUTH OF THE CENTER
 MS0713'OF THE SURFACED ROAD AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 MS0713'
 MS0713'REFERENCE MARK 3, USED AS AN AZIMUTH MARK, IS A STANDARD DISK
 MS0713'STAMPED DRACUP NO 3 1974 AZ, SET IN THE TOP OF A ROUND CONCRETE
 MS0713'MONUMENT THAT IS 12-INCHES IN DIAMETER AND PROJECTS 6 INCHES ABOVE
 MS0713'THE GROUND SURFACE.  IT IS 33 FEET NORTH OF THE CENTER OF THE
 MS0713'SURFACED ROAD, 21 FEET WEST OF A TELEPHONE POLE, 8 FEET WEST OF
 MS0713'THE SOUTHWEST CORNER OF A SMALL CORRAL, 2.5 FEET EAST OF THE GATE
 MS0713'POST OF A WIRE GATE AND 2 FEET WEST-SOUTHWEST OF A METAL WITNESS
 MS0713'POST SET IN THE RIGHT-OF-WAY FENCE.
 MS0713
 MS0713                          STATION RECOVERY (1974)
 MS0713
 MS0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 MS0713'RECOVERED IN GOOD CONDITION.
 MS0713
 MS0713                          STATION RECOVERY (1992)
 MS0713
 MS0713'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 MS0713'TO REACH FROM INTERSTATE HIGHWAY 15 FROM THE NORTH TAKE EXIT 334
 MS0713'TURNING WEST ONTO HILL FIELD ROAD 0.05 MI (0.08 KM) TO STATE ROUTE
 MS0713'126 (MAIN ST).  TURN LEFT PROCEED 1.3 MI (2.09 KM) TO GENTILE STREET
 MS0713'TURN RIGHT PROCEED 2.1 MI (3.38 KM) PAST A LDS CHURCH ON RIGHT,
 MS0713'CONTINUE  2.0 MI (3.22 KM) TO INTERSECTION WITH BLUFF ST. TURN RIGHT
 MS0713'AND CONTINUE FOR 1.7 MI (2.74 KM) TO A SIX-WAY INTERSECTION TURN ONTO
 MS0713'PAVED ROADTHEN GO 0.1 MI (0.16 KM) TO STATION ON LEFT (SOUTH)
 MS0713'ADJACENT TO BARBED-WIRE FENCE AND WITNESS POST.
 MS0713'STATION IS OBSTRUCTED TO SE ( APPROX. 210 TO 260 DEGREES MAGNETIC) BY
 MS0713'A TREE RISING TO 40 DEGREES ABOVE 2 M (6.56 FT) TRIPOD.
 MS0713
 MS0713                          STATION RECOVERY (2017)
 MS0713
 MS0713'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (JEC)
 MS0713'STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 3 WERE RECOVERED IN
 MS0713'GOOD CONDITION AS DESCRIBED.  REFERENCE MARK 2 WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0428 ***********************************************************************
 JN0428  DESIGNATION -  DRAGON
 JN0428  PID         -  JN0428
 JN0428  STATE/COUNTY-  UT/EMERY
 JN0428  COUNTRY     -  US
 JN0428  USGS QUAD   -  SPOTTED WOLF CANYON (2017)
 JN0428
 JN0428                         *CURRENT SURVEY CONTROL
 JN0428  ______________________________________________________________________
 JN0428* NAD 83(1994) POSITION- 38 56 20.87059(N) 110 27 17.17255(W)   ADJUSTED
 JN0428* NAVD 88 ORTHO HEIGHT -  1849.8   (meters)     6069.    (feet) VERTCON3
 JN0428  ______________________________________________________________________
 JN0428  GEOID HEIGHT    -        -19.193 (meters)                     GEOID18
 JN0428  LAPLACE CORR    -         -9.89  (seconds)                    DEFLEC18
 JN0428  HORZ ORDER      -  THIRD
 JN0428
 JN0428.The horizontal coordinates were established by classical geodetic methods
 JN0428.and adjusted by the National Geodetic Survey in November 1997.
 JN0428
 JN0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0428
 JN0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0428.GEOID18 height accuracy estimate available here.
 JN0428
 JN0428.Click photographs - Photos may exist for this station.
 JN0428
 JN0428.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0428
 JN0428. The following values were computed from the NAD 83(1994) position.
 JN0428
 JN0428;                    North         East     Units Scale Factor Converg.
 JN0428;SPC UT C     - 2,067,786.273   590,621.784   MT  1.00002004   +0 40 10.4
 JN0428;SPC UT C     - 6,784,062.13  1,937,731.64   sFT  1.00002004   +0 40 10.4
 JN0428;UTM  12      - 4,310,163.196   547,252.985   MT  0.99962749   +0 20 33.6
 JN0428
 JN0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0428!SPC UT C     -   0.99971286  x   1.00002004  =   0.99973290
 JN0428!UTM  12      -   0.99971286  x   0.99962749  =   0.99934046
 JN0428
 JN0428:                Primary Azimuth Mark                     Grid Az
 JN0428:SPC UT C     -  MEXICAN                                  348 53 11.1
 JN0428:UTM  12      -  MEXICAN                                  349 12 47.9
 JN0428
 JN0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ4725210163(NAD 83)
 JN0428
 JN0428|---------------------------------------------------------------------|
 JN0428| PID    Reference Object                     Distance      Geod. Az  |
 JN0428|                                                           dddmmss.s |
 JN0428| KN0485 MEXICAN                             APPROX. 7.6 KM 3493321.5 |
 JN0428|---------------------------------------------------------------------|
 JN0428
 JN0428                          SUPERSEDED SURVEY CONTROL
 JN0428
 JN0428  NAD 83(1986)-  38 56 20.85937(N)    110 27 17.16688(W) AD(       ) 3
 JN0428  NAD 27      -  38 56 20.95384(N)    110 27 14.62832(W) AD(       ) 3
 JN0428  NGVD 29 (07/19/86) 1848.8    (m)         6066.     (f) VERT ANG       
 JN0428
 JN0428.Superseded values are not recommended for survey control.
 JN0428
 JN0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0428.See file dsdata.pdf to determine how the superseded data were derived.
 JN0428
 JN0428_MARKER: DD = SURVEY DISK
 JN0428_SETTING: 66 = SET IN ROCK OUTCROP
 JN0428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0428+STABILITY: POSITION/ELEVATION WELL
 JN0428
 JN0428  HISTORY     - Date     Condition        Report By
 JN0428  HISTORY     - 1952     MONUMENTED       USGS
 JN0428
 JN0428                          STATION DESCRIPTION
 JN0428
 JN0428'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0428'LOCATED ABOUT 16 MI. WSW. OF GREEN RIVER 2.5 MI. S. OF POINT WHERE
 JN0428'SAN RAFAEL RIVER CUTS THROUGH SAN RAFAEL REEF AND 1.0 MI. SSW. OF
 JN0428'POINT WHERE DRAGON CANYON PASSES THROUGH SAN RAFAEL REEF, ON HIGH
 JN0428'PROMINIENT SANDSTONE  POINT THAT SLOPES FROM E. AND DROPS SHARPLY TO
 JN0428'W.
 JN0428'
 JN0428'STATION REACHED BY HELICOPTER.
 JN0428'
 JN0428'STATION MARK - STANDARD TABLET STAMPED ---DRAGON 1952---
 JN0428'CEMENTED IN DRILL HOLE IN SOLID ROCK.
 JN0428'
 JN0428'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 JN0428'---NO.1 1952--- CEMENTED IN DRILL HOLE IN SOLID ROCK, 40.61 FT. FROM
 JN0428'STATION MARK, S 30 DEG 09 MIN E.
 JN0428'
 JN0428'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED
 JN0428'---NO.2 1952--- CEMENTED IN DRILL HOLE IN SOLID ROCK, 42.30 FT. FROM
 JN0428'STATION MARK, N 63 DEG 20 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0780 ***********************************************************************
 HN0780  DESIGNATION -  DRIP
 HN0780  PID         -  HN0780
 HN0780  STATE/COUNTY-  UT/KANE
 HN0780  COUNTRY     -  US
 HN0780  USGS QUAD   -  SHIP MOUNTAIN POINT (2017)
 HN0780
 HN0780                         *CURRENT SURVEY CONTROL
 HN0780  ______________________________________________________________________
 HN0780* NAD 83(1994) POSITION- 37 19 08.88599(N) 111 34 52.60876(W)   ADJUSTED
 HN0780* NAVD 88 ORTHO HEIGHT -  1988.8   (meters)     6525.    (feet) VERTCON3
 HN0780  ______________________________________________________________________
 HN0780  GEOID HEIGHT    -        -22.116 (meters)                     GEOID18
 HN0780  LAPLACE CORR    -         -6.47  (seconds)                    DEFLEC18
 HN0780  HORZ ORDER      -  SECOND
 HN0780
 HN0780.The horizontal coordinates were established by classical geodetic methods
 HN0780.and adjusted by the National Geodetic Survey in November 1997.
 HN0780
 HN0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0780
 HN0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0780.GEOID18 height accuracy estimate available here.
 HN0780
 HN0780.Click photographs - Photos may exist for this station.
 HN0780
 HN0780.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0780
 HN0780. The following values were computed from the NAD 83(1994) position.
 HN0780
 HN0780;                    North         East     Units Scale Factor Converg.
 HN0780;SPC UT S     - 3,072,416.152   492,795.578   MT  0.99998401   -0 02 59.3
 HN0780;SPC UT S     -10,080,085.33  1,616,780.16   sFT  0.99998401   -0 02 59.3
 HN0780;UTM  12      - 4,130,434.399   448,496.694   MT  0.99963267   -0 21 08.7
 HN0780
 HN0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0780!SPC UT S     -   0.99969147  x   0.99998401  =   0.99967549
 HN0780!UTM  12      -   0.99969147  x   0.99963267  =   0.99932426
 HN0780
 HN0780:                Primary Azimuth Mark                     Grid Az
 HN0780:SPC UT S     -  DRIP AZ MK                               220 45 36.3
 HN0780:UTM  12      -  DRIP AZ MK                               221 03 45.7
 HN0780
 HN0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG4849630434(NAD 83)
 HN0780
 HN0780|---------------------------------------------------------------------|
 HN0780| PID    Reference Object                     Distance      Geod. Az  |
 HN0780|                                                           dddmmss.s |
 HN0780| CH3066 DRIP RM 1                            17.985 METERS 02806     |
 HN0780| CH3065 DRIP AZ MK                                         2204237.0 |
 HN0780| CH3067 DRIP RM 2                            13.225 METERS 31846     |
 HN0780|---------------------------------------------------------------------|
 HN0780
 HN0780                          SUPERSEDED SURVEY CONTROL
 HN0780
 HN0780  NAD 83(1992)-  37 19 08.88276(N)    111 34 52.60924(W) AD(       ) 2
 HN0780  NAD 83(1986)-  37 19 08.87987(N)    111 34 52.60956(W) AD(       ) 2
 HN0780  NAD 27      -  37 19 08.92963(N)    111 34 50.00853(W) AD(       ) 2
 HN0780  NGVD 29 (07/19/86) 1987.7    (m)         6521.     (f) VERT ANG       
 HN0780
 HN0780.Superseded values are not recommended for survey control.
 HN0780
 HN0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0780.See file dsdata.pdf to determine how the superseded data were derived.
 HN0780
 HN0780_MARKER: DS = TRIANGULATION STATION DISK
 HN0780_SETTING: 66 = SET IN ROCK OUTCROP
 HN0780_STAMPING: DRIP 1963
 HN0780_MARK LOGO: CGS
 HN0780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0780+STABILITY: POSITION/ELEVATION WELL
 HN0780
 HN0780  HISTORY     - Date     Condition        Report By
 HN0780  HISTORY     - 1963     MONUMENTED       CGS
 HN0780
 HN0780                          STATION DESCRIPTION
 HN0780
 HN0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0780'THE STATION IS ABOUT 29 MILES NORTH-NORTHWEST OF PAGE, ARIZONA
 HN0780'AND 31 MILES SOUTH OF ESCALANTE, UTAH, ON THE EXTREME SOUTHEAST
 HN0780'END OF A TIMBERED PLATEAU LYING BETWEEN DRIP TANK CANYON ON
 HN0780'THE NORTHEAST AND WESSES CANYON ON THE SOUTHWEST.  A CONSIDERABLE
 HN0780'AMOUNT OF BULLDOZING HAS BEEN DONE ON THE PLATEAU.
 HN0780'
 HN0780'TO REACH BY HELICOPTER FROM PAGE AIRPORT, FLY NORTH-NORTHWESTERLY
 HN0780'ON A TRUE COURSE OF ABOUT 343 DEGREES FOR A DISTANCE OF
 HN0780'29 MILES TO THE SOUTHEAST END OF THE PLATEAU AND STATION.
 HN0780'
 HN0780'THE STATION, AZIMUTH AND REFERENCE MARKS ARE STANDARD DISKS
 HN0780'CEMENTED IN DRILL HOLES IN BEDROCK.
 HN0780'
 HN0780'THE STATION MARK, STAMPED DRIP 1963, IS 30 FEET NORTH OF THE
 HN0780'SOUTH RIM OF THE PLATEAU AND 12 FEET NORTHWEST OF A CIARN.
 HN0780'
 HN0780'REFERENCE MARK 1, STAMPED DRIP NO 1 1963, IS 70 FEET NORTHEAST
 HN0780'OF A CAIRN.
 HN0780'
 HN0780'REFERENCE MARK 2, STAMPED DRIP NO 2 1963, IS 6-1/2 FEET
 HN0780'SOUTHEAST OF THE CENTER OF A BULLDOZED TRAIL.
 HN0780'
 HN0780'THE AZIMUTH MARK, STAMPED DRIP 1963, IS 6 FEET NORTH OF THE
 HN0780'SOUTH EDGE OF THE RIM OF THE PLATEAU AND IS MARKED BY A SMALL
 HN0780'PILE OF ROCKS.  THIS IS ABOUT A 5 MINUTE PACK SOUTHWESTERLY FROM
 HN0780'THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0441 ***********************************************************************
 KO0441  DESIGNATION -  DRUM
 KO0441  PID         -  KO0441
 KO0441  STATE/COUNTY-  UT/MILLARD
 KO0441  COUNTRY     -  US
 KO0441  USGS QUAD   -  DRUM MOUNTAINS WELL (2017)
 KO0441
 KO0441                         *CURRENT SURVEY CONTROL
 KO0441  ______________________________________________________________________
 KO0441* NAD 83(1994) POSITION- 39 31 46.97200(N) 112 58 45.53979(W)   ADJUSTED
 KO0441* NAVD 88 ORTHO HEIGHT -  2149.1   (meters)     7051.    (feet) VERTCON3
 KO0441  ______________________________________________________________________
 KO0441  GEOID HEIGHT    -        -19.322 (meters)                     GEOID18
 KO0441  LAPLACE CORR    -         -3.98  (seconds)                    DEFLEC18
 KO0441  HORZ ORDER      -  THIRD
 KO0441
 KO0441.The horizontal coordinates were established by classical geodetic methods
 KO0441.and adjusted by the National Geodetic Survey in June 1998.
 KO0441
 KO0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0441
 KO0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0441.GEOID18 height accuracy estimate available here.
 KO0441
 KO0441.Click photographs - Photos may exist for this station.
 KO0441
 KO0441.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0441
 KO0441. The following values were computed from the NAD 83(1994) position.
 KO0441
 KO0441;                    North         East     Units Scale Factor Converg.
 KO0441;SPC UT C     - 2,133,872.241   372,829.989   MT  0.99991294   -0 56 51.4
 KO0441;SPC UT C     - 7,000,879.18  1,223,193.06   sFT  0.99991294   -0 56 51.4
 KO0441;UTM  12      - 4,377,432.844   329,886.299   MT  0.99995630   -1 15 36.3
 KO0441
 KO0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0441!SPC UT C     -   0.99966598  x   0.99991294  =   0.99957895
 KO0441!UTM  12      -   0.99966598  x   0.99995630  =   0.99962229
 KO0441
 KO0441:                Primary Azimuth Mark                     Grid Az
 KO0441:SPC UT C     -  TOPAZ                                    332 23 54.4
 KO0441:UTM  12      -  TOPAZ                                    332 42 39.3
 KO0441
 KO0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ2988677432(NAD 83)
 KO0441
 KO0441|---------------------------------------------------------------------|
 KO0441| PID    Reference Object                     Distance      Geod. Az  |
 KO0441|                                                           dddmmss.s |
 KO0441| KO0447 TOPAZ                               APPROX.22.7 KM 3312703.0 |
 KO0441|---------------------------------------------------------------------|
 KO0441
 KO0441                          SUPERSEDED SURVEY CONTROL
 KO0441
 KO0441  NAD 83(1986)-  39 31 46.96459(N)    112 58 45.53005(W) AD(       ) 3
 KO0441  NAD 27      -  39 31 47.15123(N)    112 58 42.65882(W) AD(       ) 3
 KO0441  NGVD 29 (07/19/86) 2147.9    (m)         7047.     (f) VERT ANG       
 KO0441
 KO0441.Superseded values are not recommended for survey control.
 KO0441
 KO0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0441.See file dsdata.pdf to determine how the superseded data were derived.
 KO0441
 KO0441_MARKER: DB = BENCH MARK DISK
 KO0441_SETTING: 66 = SET IN ROCK OUTCROP
 KO0441_STAMPING: DRUM 1952
 KO0441_MARK LOGO: USGS
 KO0441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0441+STABILITY: POSITION/ELEVATION WELL
 KO0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0441+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2021
 KO0441
 KO0441  HISTORY     - Date     Condition        Report By
 KO0441  HISTORY     - 1952     MONUMENTED       USGS
 KO0441  HISTORY     - 20211105 GOOD             INDIV
 KO0441
 KO0441                          STATION DESCRIPTION
 KO0441
 KO0441'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 KO0441'LOCATED ABOUT 28 MI. NW. OF DELTA, 4.0 MI. SE. OF JOY, ON THE
 KO0441'SOUTHERLY HIGHEST LIGHT COLORED PEAK OF DRUM MOUNTAINS.
 KO0441'
 KO0441'TO REACH FROM DELTA, DRIVE NW. ON STATE HIGHWAY 99 FOR 7.0 MI. TO
 KO0441'CROSSROADS, TURN LEFT (W.) 7.8 MI. TO END OF OILED RD., TURN RIGHT
 KO0441'(NW.) FOR 3.9 MI. TO CROSSROADS, TURN LEFT (W.) 6.8 MI. TO Y-RD.,
 KO0441'TURN RIGHT (NW.) 1.5 MI. TO Y-RD., GO RIGHT (N.) FOR 0.5 MI. TO
 KO0441'Y-RD., GO RIGHT (NE.) 2.8 MI. TO A MINE DIGGINGS AT SUMMIT AND END
 KO0441'OF RD.  PACK EASTERLY ALONG RIDGES FOR 1.0 MI. TO HIGHEST E. PEAK
 KO0441'AND STATION.  ABOUT 1 HOUR PACK.
 KO0441'
 KO0441'STATION MARK--STANDARD TABLET, STAMPED ---DRUM 1952---, CEMENTED AND
 KO0441'WEDGED IN CREVICE OF QUARTZITE OUTCROP CENTERED UNDER 3.4 FT. CAIRN.
 KO0441'
 KO0441'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, CEMENTED IN ROCK.
 KO0441'
 KO0441'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, CEMENTED IN ROCK.
 KO0441'
 KO0441'NOTE--REFERENCE MARK NO. 1 REPORTED NOT FOUND IN 1961 WAS FOUND IN
 KO0441'GOOD CONDITION.  REFERENCE MARK IS SET VERTICALLY IN THE N. FACE OF
 KO0441'A ROCK OUTCROP.
 KO0441
 KO0441                          STATION RECOVERY (2021)
 KO0441
 KO0441'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 KO0441'THE 1952  TO REACH INSTRUCTIONS ARE GOOD.  THE MINE DIGGINGS MENTIONED
 KO0441'ARE NOW THE ABANDONED DRUM MINE.  TO HIKE TO THE STATION, START AT THE
 KO0441'SOUTH END OF THE EASTERN MOST OPEN PIT AND FOLLOW THE RIDGES.  THIS IS
 KO0441'CLOSER TO A 1.7 MI (2.7 KM) HIKE.
 KO0441'
 KO0441'THE 3.4 FT (1.0 M) CAIRN IS NO LONGER THERE AND THE STATION MARK IS
 KO0441'NOW CENTERED UNDER A STEEL FOUR LEGGED SIGHTING TOWER.  REFERENCE
 KO0441'MARKS WERE NOT SEARCHED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0963 ***********************************************************************
 LO0963  DESIGNATION -  DRY
 LO0963  PID         -  LO0963
 LO0963  STATE/COUNTY-  UT/SALT LAKE
 LO0963  COUNTRY     -  US
 LO0963  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0963
 LO0963                         *CURRENT SURVEY CONTROL
 LO0963  ______________________________________________________________________
 LO0963* NAD 83(1994) POSITION- 40 38 40.04290(N) 111 58 37.03731(W)   ADJUSTED
 LO0963* NAVD 88 ORTHO HEIGHT -  1403.1   (meters)     4603.    (feet) VERTCON3
 LO0963  ______________________________________________________________________
 LO0963  GEOID HEIGHT    -        -17.220 (meters)                     GEOID18
 LO0963  LAPLACE CORR    -          1.64  (seconds)                    DEFLEC18
 LO0963  HORZ ORDER      -  THIRD
 LO0963
 LO0963.The horizontal coordinates were established by classical geodetic methods
 LO0963.and adjusted by the National Geodetic Survey in November 1997.
 LO0963
 LO0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0963
 LO0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0963.GEOID18 height accuracy estimate available here.
 LO0963
 LO0963.Click photographs - Photos may exist for this station.
 LO0963
 LO0963.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0963
 LO0963. The following values were computed from the NAD 83(1994) position.
 LO0963
 LO0963;                    North         East     Units Scale Factor Converg.
 LO0963;SPC UT C     - 2,256,695.600   459,656.706   MT  0.99999863   -0 18 19.9
 LO0963;SPC UT C     - 7,403,842.15  1,508,057.04   sFT  0.99999863   -0 18 19.9
 LO0963;UTM  12      - 4,499,748.308   417,396.065   MT  0.99968399   -0 38 11.0
 LO0963
 LO0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0963!SPC UT C     -   0.99978265  x   0.99999863  =   0.99978128
 LO0963!UTM  12      -   0.99978265  x   0.99968399  =   0.99946671
 LO0963
 LO0963:                Primary Azimuth Mark                     Grid Az
 LO0963:SPC UT C     -  KNOLL                                    257 10 39.4
 LO0963:UTM  12      -  KNOLL                                    257 30 30.5
 LO0963
 LO0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1739699748(NAD 83)
 LO0963
 LO0963|---------------------------------------------------------------------|
 LO0963| PID    Reference Object                     Distance      Geod. Az  |
 LO0963|                                                           dddmmss.s |
 LO0963| LO0931 SOUTH SALT LAKE VITRO CHEM STK      APPROX. 8.6 KM 0424712.3 |
 LO0963| LO0927 SOUTH JORDAN SCHOOL                 APPROX. 9.9 KM 1561513.4 |
 LO0963| LP0374 KNOLL                               APPROX. 7.3 KM 2565219.5 |
 LO0963|---------------------------------------------------------------------|
 LO0963
 LO0963                          SUPERSEDED SURVEY CONTROL
 LO0963
 LO0963  NAD 83(1993)-  40 38 40.04207(N)    111 58 37.03643(W) AD(       ) 3
 LO0963  NAD 83(1986)-  40 38 40.03205(N)    111 58 37.02931(W) AD(       ) 3
 LO0963  NAD 27      -  40 38 40.22221(N)    111 58 34.25244(W) AD(       ) 3
 LO0963  NGVD 29 (07/19/86) 1402.1    (m)         4600.     (f) VERT ANG       
 LO0963
 LO0963.Superseded values are not recommended for survey control.
 LO0963
 LO0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0963.See file dsdata.pdf to determine how the superseded data were derived.
 LO0963
 LO0963_MARKER: P = PIPE CAP
 LO0963_SETTING: 0 = UNSPECIFIED SETTING
 LO0963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0963
 LO0963  HISTORY     - Date     Condition        Report By
 LO0963  HISTORY     - 1922     MONUMENTED       USGS
 LO0963
 LO0963                          STATION DESCRIPTION
 LO0963
 LO0963'DESCRIBED BY US GEOLOGICAL SURVEY 1922
 LO0963'LOCATED ABOUT 3 MI. (AIRLINE) NW. OF WEST JORDAN AND 2 MI. WNW. OF
 LO0963'BENNION, STATIONS ON SALT LAKE AND UTAH (ELEC) RAILROAD, IN ABANDONED
 LO0963'FENCE LINE ON RIDGE SLOPING FROM W. AND ON LAND FORMERLY USED FOR DRY
 LO0963'FARMING.  T 2 S, R 1 W, SEC. 17.
 LO0963'
 LO0963'TO REACH FROM MAIN INTERSECTION OF STATE HIGHWAY 68 IN W. JORDAN,
 LO0963'CONTINUE 2 MI. N. TO 6200 S. RD., TURN LEFT (W.) 1.4 MI., THEN TURN
 LO0963'RIGHT (N.) 0.5 MI., TURN LEFT AND GO THROUGH FIELD 0.5 MI. W. AND N.
 LO0963'TO STATION ON HIGH POINT OF OLD FENCE LINE (NOW PLOWED OVER).
 LO0963'
 LO0963'STATION MARK--STANDARD IRON POST WITH BRONZE CAP.
 LO0963'
 LO0963'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0801 ***********************************************************************
 LO0801  DESIGNATION -  DRY CREEK
 LO0801  PID         -  LO0801
 LO0801  STATE/COUNTY-  UT/UTAH
 LO0801  COUNTRY     -  US
 LO0801  USGS QUAD   -  LEHI (2017)
 LO0801
 LO0801                         *CURRENT SURVEY CONTROL
 LO0801  ______________________________________________________________________
 LO0801* NAD 83(1994) POSITION- 40 29 02.66179(N) 111 45 46.54111(W)   ADJUSTED
 LO0801* NAVD 88 ORTHO HEIGHT -  1796.1   (meters)     5893.    (feet) VERTCON3
 LO0801  ______________________________________________________________________
 LO0801  GEOID HEIGHT    -        -16.515 (meters)                     GEOID18
 LO0801  LAPLACE CORR    -         13.31  (seconds)                    DEFLEC18
 LO0801  HORZ ORDER      -  THIRD
 LO0801
 LO0801.The horizontal coordinates were established by classical geodetic methods
 LO0801.and adjusted by the National Geodetic Survey in November 1997.
 LO0801
 LO0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0801
 LO0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0801.GEOID18 height accuracy estimate available here.
 LO0801
 LO0801.Click photographs - Photos may exist for this station.
 LO0801
 LO0801.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0801
 LO0801. The following values were computed from the NAD 83(1994) position.
 LO0801
 LO0801;                    North         East     Units Scale Factor Converg.
 LO0801;SPC UT C     - 2,238,811.274   477,707.762   MT  0.99996294   -0 10 06.3
 LO0801;SPC UT C     - 7,345,166.65  1,567,279.55   sFT  0.99996294   -0 10 06.3
 LO0801;UTM  12      - 4,481,766.316   435,338.571   MT  0.99965147   -0 29 43.2
 LO0801
 LO0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0801!SPC UT C     -   0.99972091  x   0.99996294  =   0.99968386
 LO0801!UTM  12      -   0.99972091  x   0.99965147  =   0.99937248
 LO0801
 LO0801:                Primary Azimuth Mark                     Grid Az
 LO0801:SPC UT C     -  ALPINE                                   083 29 42.1
 LO0801:UTM  12      -  ALPINE                                   083 49 19.0
 LO0801
 LO0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK3533881766(NAD 83)
 LO0801
 LO0801|---------------------------------------------------------------------|
 LO0801| PID    Reference Object                     Distance      Geod. Az  |
 LO0801|                                                           dddmmss.s |
 LO0801| LO0770 ALPINE                              APPROX. 5.7 KM 0831935.8 |
 LO0801|---------------------------------------------------------------------|
 LO0801
 LO0801                          SUPERSEDED SURVEY CONTROL
 LO0801
 LO0801  NAD 83(1993)-  40 29 02.66124(N)    111 45 46.53968(W) AD(       ) 3
 LO0801  NAD 83(1986)-  40 29 02.64971(N)    111 45 46.53471(W) AD(       ) 3
 LO0801  NAD 27      -  40 29 02.82134(N)    111 45 43.78628(W) AD(       ) 3
 LO0801  NGVD 29 (07/19/86) 1795.0    (m)         5889.     (f) VERT ANG       
 LO0801
 LO0801.Superseded values are not recommended for survey control.
 LO0801
 LO0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0801.See file dsdata.pdf to determine how the superseded data were derived.
 LO0801
 LO0801_MARKER: DB = BENCH MARK DISK
 LO0801_SETTING: 66 = SET IN ROCK OUTCROP
 LO0801_STAMPING: DRY CREEK 1946
 LO0801_MARK LOGO: USGS
 LO0801_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0801+STABILITY: POSITION/ELEVATION WELL
 LO0801
 LO0801  HISTORY     - Date     Condition        Report By
 LO0801  HISTORY     - 1946     MONUMENTED       USGS
 LO0801  HISTORY     - 1950     GOOD             USGS
 LO0801
 LO0801                          STATION DESCRIPTION
 LO0801
 LO0801'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LO0801'LOCATED ABOUT 2.5 MI. NE. OF VILLAGE OF ALPINE, ABOUT 0.75 MI. W. AND
 LO0801'A LITTLE N. OF POWER HOUSE AT MOUTH OF DRY CREEK CANYON, ON TOP OF LOW
 LO0801'RIDGE TO THE N. OF DRY CREEK.
 LO0801'
 LO0801'TO REACH FROM ALPINE PUBLIC SCHOOL, TAKE RD. NE. TOWARD POWER PLANT
 LO0801'AND GO 1.5 MI., TURN LEFT ON POOR RD. THAT ANGLES AWAY FROM POWER
 LO0801'PLANT RD. AND GOES TO FT. OF LOW HILLS TO N., FOLLOW THIS RD. 0.9
 LO0801'MI. TO ITS END.  FROM HERE STATION IS ON TOP OF HILL ABOUT 200 YARDS
 LO0801'TO W.
 LO0801'
 LO0801'STATION MARK - STANDARD TABLET STAMPED ---DRY CREEK 1946--- CEMENTED
 LO0801'IN BEDROCK.
 LO0801'
 LO0801'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK NO.1 STANDARD REFERENCE
 LO0801'MARK TABLET STAMPED ---DRY CREEK NO.1--- CEMENTED IN BEDROCK, 24.83
 LO0801'FT. FROM STATION MARK, N 20 DEG 19 MIN E.
 LO0801'
 LO0801'REFERENCE MARK NO.2 - CHISELED CROSS ON TOP OF LARGE ROCK, 40.97 FT.
 LO0801'FROM STATION MARK, N 40 DEG 23 MIN W.
 LO0801'
 LO0801'STATION MARK AND REFERENCE MARKS RECOVERED AS
 LO0801'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0685 ***********************************************************************
 LN0685  DESIGNATION -  DRY FORK
 LN0685  PID         -  LN0685
 LN0685  STATE/COUNTY-  UT/UINTAH
 LN0685  COUNTRY     -  US
 LN0685  USGS QUAD   -  MARSH PEAK (2017)
 LN0685
 LN0685                         *CURRENT SURVEY CONTROL
 LN0685  ______________________________________________________________________
 LN0685* NAD 83(1994) POSITION- 40 37 48.61572(N) 109 46 30.92757(W)   ADJUSTED
 LN0685* NAVD 88 ORTHO HEIGHT -  2788.2   (meters)     9148.    (feet) VERTCON3
 LN0685  ______________________________________________________________________
 LN0685  GEOID HEIGHT    -        -14.241 (meters)                     GEOID18
 LN0685  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 LN0685  HORZ ORDER      -  FIRST
 LN0685
 LN0685.The horizontal coordinates were established by classical geodetic methods
 LN0685.and adjusted by the National Geodetic Survey in November 1997.
 LN0685
 LN0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0685
 LN0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0685.GEOID18 height accuracy estimate available here.
 LN0685
 LN0685.Click photographs - Photos may exist for this station.
 LN0685
 LN0685.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0685
 LN0685. The following values were computed from the NAD 83(1994) position.
 LN0685
 LN0685;                    North         East     Units Scale Factor Converg.
 LN0685;SPC UT C     - 2,256,408.530   645,909.828   MT  0.99999513   +1 06 17.4
 LN0685;SPC UT C     - 7,402,900.32  2,119,122.49   sFT  0.99999513   +1 06 17.4
 LN0685;UTM  12      - 4,498,424.784   603,577.501   MT  0.99973205   +0 47 51.3
 LN0685
 LN0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0685!SPC UT C     -   0.99956504  x   0.99999513  =   0.99956018
 LN0685!UTM  12      -   0.99956504  x   0.99973205  =   0.99929721
 LN0685
 LN0685:                Primary Azimuth Mark                     Grid Az
 LN0685:SPC UT C     -  ASPEN                                    038 46 37.3
 LN0685:UTM  12      -  ASPEN                                    039 05 03.4
 LN0685
 LN0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK0357798424(NAD 83)
 LN0685
 LN0685|---------------------------------------------------------------------|
 LN0685| PID    Reference Object                     Distance      Geod. Az  |
 LN0685|                                                           dddmmss.s |
 LN0685| LN0679 ASPEN                               APPROX. 4.7 KM 0395254.7 |
 LN0685| CP4861 DRY FORK RM 1                        11.714 METERS 17401     |
 LN0685| CP4862 DRY FORK RM 2                         8.626 METERS 27606     |
 LN0685|---------------------------------------------------------------------|
 LN0685
 LN0685                          SUPERSEDED SURVEY CONTROL
 LN0685
 LN0685  NAD 83(1993)-  40 37 48.61560(N)    109 46 30.92802(W) AD(       ) 1
 LN0685  NAD 83(1986)-  40 37 48.59528(N)    109 46 30.91509(W) AD(       ) 1
 LN0685  NAD 27      -  40 37 48.75700(N)    109 46 28.38500(W) AD(       ) 1
 LN0685  NGVD 29 (07/19/86) 2786.7    (m)         9143.     (f) VERT ANG       
 LN0685
 LN0685.Superseded values are not recommended for survey control.
 LN0685
 LN0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0685.See file dsdata.pdf to determine how the superseded data were derived.
 LN0685
 LN0685_MARKER: DS = TRIANGULATION STATION DISK
 LN0685_SETTING: 80 = SET IN A BOULDER
 LN0685_STAMPING: DRY FORK 1946
 LN0685_MARK LOGO: CGS
 LN0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0685+STABILITY: SURFACE MOTION
 LN0685
 LN0685  HISTORY     - Date     Condition        Report By
 LN0685  HISTORY     - 1946     MONUMENTED       CGS
 LN0685  HISTORY     - 1961     GOOD             CGS
 LN0685  HISTORY     - 1965     GOOD             USGS
 LN0685
 LN0685                          STATION DESCRIPTION
 LN0685
 LN0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0685'STATION IS LOCATED APPROXIMATELY 100 FEET SOUTH OF AND 2 FEET
 LN0685'LOWER THAN HIGHEST POINT OF A BARE RIDGE ON TOP, BUT HAS THICK
 LN0685'GROWTH OF ASPEN TREES ON EASTERN SLOPE.  RIDGE IS BETWEEN DRY
 LN0685'FORK AND EAST FORK CREEKS AND APPROXIMATELY 18 MILES AIRLINE
 LN0685'NORTHWEST OF VERNAL.  STATION MARK IS SET FLUSH AND STAMPED DRY
 LN0685'FORK 1946.
 LN0685'
 LN0685'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN STATION,
 LN0685'SET FLUSH, STAMPED DRY FORK NO 1 1946.
 LN0685'
 LN0685'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN STATION,
 LN0685'SET FLUSH, STAMPED DRY FORK NO 2 1946.
 LN0685'
 LN0685'TRIANGULATION STATION ASPEN 1947 USED AS AZIMUTH.
 LN0685'
 LN0685'TO REACH FROM POST OFFICE IN VERNAL GO WEST ON U.S. HIGHWAY
 LN0685'40 FOR 0.4 MILE TO CROSSROADS AND A CONOCO SERVICE STATION ON
 LN0685'LEFT.  TURN RIGHT NORTH AND GO 0.4 MILE TO FORK.  TAKE LEFT FORK
 LN0685'AND GO 1.9 MILE TO CROSSROADS AT MEASER STORE.  CONTINUE STRAIGHT
 LN0685'AHEAD FOR 0.9 MILE TO CROSSROADS.  TURN RIGHT AND GO 3.95 MILES
 LN0685'TO FORKS.  KEEP LEFT FORK, MAIN ROAD, AND GO 3.85 MILES TO
 LN0685'FORKS.  TAKE RIGHT FORK THROUGH DRY FORK SETTLEMENT AND GO 1.55
 LN0685'MILE TO FORK.  KEEP LEFT FORK, MAIN ROAD, AND GO 5.1 MILES
 LN0685'TO FORK AND END OF TRUCK TRAVEL, (THIS IS ABOUT 0.05 MILE
 LN0685'AFTER CROSSING SMALL WOODEN BRIDGE).  FROM HERE PACK UP STEEP
 LN0685'SLOPE TO NORTHWEST TO STATION AS DESCRIBED ABOVE.  A ONE AND ONE
 LN0685'HALF HOUR PACK.
 LN0685
 LN0685                          STATION RECOVERY (1961)
 LN0685
 LN0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (PAS)
 LN0685'STATION MARK AND REFERENCE MARK NO. 2 WERE FOUND AS DESCRIBED
 LN0685'IN GOOD CONDITION.  HOWEVER, REFERENCE MARK NO. 1 WAS SEARCHED
 LN0685'FOR BUT COULD NOT BE FOUND.
 LN0685
 LN0685                          STATION RECOVERY (1965)
 LN0685
 LN0685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LN0685'REACHED BY HELICOPTER. STATION MARK AND REFERENCE
 LN0685'MARK NO.2 FOUND IN GOOD CONDITION. REFERENCE MARK NO.1 SEARCHED FOR
 LN0685'AND NOT FOUND.  REFERENCE MARK NO.1 COULD BE COVERED BY UNDERBRUSH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1038 ***********************************************************************
 LO1038  DESIGNATION -  DRY GULCH
 LO1038  PID         -  LO1038
 LO1038  STATE/COUNTY-  UT/DUCHESNE
 LO1038  COUNTRY     -  US
 LO1038  USGS QUAD   -  HELLER LAKE (2017)
 LO1038
 LO1038                         *CURRENT SURVEY CONTROL
 LO1038  ______________________________________________________________________
 LO1038* NAD 83(1994) POSITION- 40 35 58.33095(N) 110 12 10.05655(W)   ADJUSTED
 LO1038* NAVD 88 ORTHO HEIGHT -  3145.7   (meters)    10321.    (feet) VERTCON3
 LO1038  ______________________________________________________________________
 LO1038  GEOID HEIGHT    -        -13.592 (meters)                     GEOID18
 LO1038  LAPLACE CORR    -          2.36  (seconds)                    DEFLEC18
 LO1038  HORZ ORDER      -  FIRST
 LO1038
 LO1038.The horizontal coordinates were established by classical geodetic methods
 LO1038.and adjusted by the National Geodetic Survey in November 1997.
 LO1038
 LO1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1038
 LO1038.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1038.GEOID18 height accuracy estimate available here.
 LO1038
 LO1038.Click photographs - Photos may exist for this station.
 LO1038
 LO1038.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1038
 LO1038. The following values were computed from the NAD 83(1994) position.
 LO1038
 LO1038;                    North         East     Units Scale Factor Converg.
 LO1038;SPC UT C     - 2,252,396.040   609,793.423   MT  0.99998784   +0 49 51.5
 LO1038;SPC UT C     - 7,389,736.01  2,000,630.59   sFT  0.99998784   +0 49 51.5
 LO1038;UTM  12      - 4,494,608.733   567,450.780   MT  0.99965600   +0 31 07.7
 LO1038
 LO1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1038!SPC UT C     -   0.99950892  x   0.99998784  =   0.99949676
 LO1038!UTM  12      -   0.99950892  x   0.99965600  =   0.99916509
 LO1038
 LO1038:                Primary Azimuth Mark                     Grid Az
 LO1038:SPC UT C     -  ALTONAH                                  211 42 48.7
 LO1038:UTM  12      -  ALTONAH                                  212 01 32.5
 LO1038
 LO1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK6745094608(NAD 83)
 LO1038
 LO1038|---------------------------------------------------------------------|
 LO1038| PID    Reference Object                     Distance      Geod. Az  |
 LO1038|                                                           dddmmss.s |
 LO1038| CP4864 DRY GULCH RM 2                       10.820 METERS 01521     |
 LO1038| LO1084 ALTONAH                             APPROX.14.5 KM 2123240.2 |
 LO1038| CP4863 DRY GULCH RM 1                       11.058 METERS 29213     |
 LO1038|---------------------------------------------------------------------|
 LO1038
 LO1038                          SUPERSEDED SURVEY CONTROL
 LO1038
 LO1038  NAD 83(1993)-  40 35 58.33007(N)    110 12 10.05716(W) AD(       ) 1
 LO1038  NAD 83(1986)-  40 35 58.31152(N)    110 12 10.04445(W) AD(       ) 1
 LO1038  NAD 27      -  40 35 58.50200(N)    110 12 07.47000(W) AD(       ) 1
 LO1038  NGVD 29 (07/19/86) 3144.0    (m)        10315.     (f) VERT ANG       
 LO1038
 LO1038.Superseded values are not recommended for survey control.
 LO1038
 LO1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1038.See file dsdata.pdf to determine how the superseded data were derived.
 LO1038
 LO1038_MARKER: DS = TRIANGULATION STATION DISK
 LO1038_SETTING: 80 = SET IN A BOULDER
 LO1038
 LO1038  HISTORY     - Date     Condition        Report By
 LO1038  HISTORY     - 1936     MONUMENTED       CGS
 LO1038  HISTORY     - 1947     GOOD             CGS
 LO1038  HISTORY     - 1961     GOOD             CGS
 LO1038
 LO1038                          STATION DESCRIPTION
 LO1038
 LO1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 LO1038'IN UINTAH-OURAY INDIAN RESERVATION, IN T. 2 N., R. 3 W., AT
 LO1038'HEAD OF SPRING CREEK, ON WESTERLY END OF ONE OF THREE POINTS
 LO1038'AT SOUTH END OF HEAVILY-TIMBERED RIDGE BETWEEN DRY GULCH AND
 LO1038'UINTA RIVER, AND ABOUT 1/2 MILE NORTH OF HEAD OF TRAIL WHICH
 LO1038'LEADS FROM DRY GULCH TO TOP OF RIDGE.  TO REACH FROM TOWN OF
 LO1038'ALTONAH, GO NORTH ON ROAD WHICH PASSES THROUGH WEST EDGE OF
 LO1038'TOWN 1.1 MILES TO CROSSROAD.  CONTINUE STRAIGHT AHEAD, NORTH,
 LO1038'1.1 MILES TO WHERE ROAD FORDS IRRIGATION DITCH AND FORKS JUST
 LO1038'BEYOND.  TAKE LEFT FORK AND GO 0.55 MILE TO DIM FORK.  KEEP
 LO1038'TO RIGHT FORK AND FOLLOW TRACK ROAD NORTHWEST AND NORTH UP
 LO1038'VALLEY 1.85 MILES TO GRADED ROAD COMING DOWN HILL FROM
 LO1038'RIGHT.  TURN RIGHT AND FOLLOW GRADED ROAD WHICH CROSSES OVER
 LO1038'RIDGE AND SWINGS NORTHEAST UP VALLEY ALONG FOREST SERVICE
 LO1038'TELEPHONE LINE 3.5 MILES TO SHEEP PEN ON LEFT AND ROAD FORK
 LO1038'ON RIGHT.  TAKE LEFT FORK (MAIN ROAD) UP HILL IN EASTERLY
 LO1038'DIRECTION AND GO 4.9 MILES TO RANGER STATION ON LEFT SIDE OF
 LO1038'ROAD.  CONTINUE ON MAIN ROAD 0.4 MILE TO INTERSECTION WITH
 LO1038'GRADED ROAD.  TURN LEFT ONTO GRADED ROAD AND GO 1.2 MILES TO
 LO1038'ROAD FORK JUST BEYOND WHITE CATTLE GUARD.  TAKE RIGHT FORK UP
 LO1038'EAST BRANCH OF DRY GULCH 1.85 MILES TO SIDE ROAD RIGHT.
 LO1038'CONTINUE STRAIGHT AHEAD ON MAIN ROAD 1.75 MILES TO
 LO1038'TRIANGULAR BLAZE ON LEFT AND OLD WOODS ROAD TURNING
 LO1038'SHARPLY BACK TO RIGHT.  FOLLOW OLD WOODS ROAD WHICH LEADS
 LO1038'ACROSS CREEK BEDS AND ROCK 0.4 MILE TO MEADOW AND GOOD CAMP
 LO1038'GROUND.  UNLESS CAMPING IT IS NOT ADVISABLE TO DRIVE INTO
 LO1038'MEADOW.  FROM NORTHEAST CORNER OF MEADOW PACK TO LEFT
 LO1038'ACROSS STREAM, AND FOLLOW GOOD FOREST TRAIL UP CANYON
 LO1038'ALONG LEFT SIDE OF STREAM FOR ABOUT 2 MILES.  CROSS FENCE LINE
 LO1038'AND PROCEED TO RIGHT ACROSS STREAM AND UP CANYON ABOUT 1 MILE.
 LO1038'LEAVE STREAM, BEAR RIGHT ON FOREST TRAIL UP MOUNTAIN ABOUT
 LO1038'1 MILE TO TOP OF RIDGE INTO MEADOW.  CONTINUE STRAIGHT AHEAD,
 LO1038'SOUTHEASTERLY ACROSS MEADOW ABOUT 1/2 MILE TO HEAVILY TIMBERED
 LO1038'LAND.  BEAR SLIGHTLY TO LEFT INTO TIMBER AND GO 250 YARDS TO
 LO1038'OPEN SPACE AND STATION.  HARD 1 1/2-HOUR PACK WITH LOAD.
 LO1038'STATION MARK IS STANDARD DISK, FLUSH IN TOP OF 2- BY
 LO1038'2-FOOT BOULDER WHICH PROJECTS 4 INCHES ABOVE GROUND.
 LO1038'REFERENCE MARKS ARE STANDARD DISKS IN BOULDERS.  NO.
 LO1038'1 IS FLUSH IN TOP OF 18-INCH CIRCULAR BOULDER WHICH
 LO1038'PROJECTS 4 INCHES, AND IS 11.057 METERS (36.28 FEET)
 LO1038'NORTHWEST OF STATION.  NO. 2 IS
 LO1038'FLUSH IN TOP OF 1- BY 2-FOOT BOULDER WHICH PROJECTS 4 INCHES AND
 LO1038'IS 10.824 METERS (35.51 FEET) NORTH-NORTHEAST OF STATION.
 LO1038'DISTANCE BETWEEN REFERENCE MARKS IS
 LO1038'47.64 FEET.
 LO1038
 LO1038                          STATION RECOVERY (1947)
 LO1038
 LO1038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LO1038'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 LO1038'AND AS PREVIOUSLY DESCRIBED.  NO AZIMUTH MARK WAS OBSERVED
 LO1038'AS THERE WAS NO SUITABLE LOCATION.  STATION ALTONAH 1936 WAS
 LO1038'USED AS THE AZIMUTH MARK.
 LO1038'
 LO1038'THE STATION IS LOCATED ON THE OURAY INDIAN RESERVATION AT THE
 LO1038'HEAD OF SPRING CREEK, ON THE WESTERLY END OF ONE OF THREE POINTS
 LO1038'AT THE SOUTH END OF A HEAVILY TIMBERED RIDGE BETWEEN DRY GULCH
 LO1038'AND UINTA RIVER.  AND ABOUT 0.5 MILE NORTH OF HEAD OF TRAIL
 LO1038'WHICH LEADS FROM DRY GULCH TO TOP OF RIDGE.  IN A SMALL CLEARING
 LO1038'ABOUT 150 YARDS EAST OF THE HIGHEST POINT.  A BRONZE DISK,
 LO1038'PROJECTS 4 INCHES AND IS STAMPED--DRY
 LO1038'GULCH 1936.
 LO1038'
 LO1038'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES HIGHER THAN
 LO1038'STATION, 13 FEET SOUTHEAST OF A 2 FOOT PINE TREE, A BRONZE
 LO1038'DISK, PROJECTS 2 INCHES AND IS
 LO1038'STAMPED--DRY GULCH NO 1 1936.
 LO1038'
 LO1038'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 LO1038'STATION, 11 FEET WEST OF TWO 18-INCH PINE TREES, A BRONZE DISK,
 LO1038'PROJECTS 4 INCHES AND IS STAMPED--DRY
 LO1038'GULCH NO 2 1936.
 LO1038'
 LO1038'STATION ALTONAH 1936 USED AS AZIMUTH MARK.
 LO1038'
 LO1038'TO REACH FROM NEOLA STORE AT CROSSROADS.  GO NORTH ON GRAVELED
 LO1038'ROAD FOR 7.6 MILES TO FORK.  TAKE LEFT FORK AND GO 1.25 MILE
 LO1038'TO FORK AND SIGN ON RIGHT--DRY GULCH 10 MILES.  TAKE LEFT FORK
 LO1038'AND GO 5.05 MILES TO A DIAGONAL CROSSROAD.  TURN RIGHT (N) AND
 LO1038'GO 0.25 MILE TO FORK.  KEEP LEFT FORK ON MAIN ROAD AND GO 1.1
 LO1038'MILE TO FORK.  KEEP LEFT FORK ON MAIN ROAD AND GO 0.75 MILE
 LO1038'TO FORK.  KEEP THE RIGHT FORK AND FOLLOW IT UP MOUNTAIN FOR
 LO1038'4.7 MILES TO THE END OF ROAD AND A TRAIL LEADING TO LEFT,
 LO1038'SOUTHWEST, AND END OF TRUCK TRAVEL.  FROM HERE PACK UP TRAIL
 LO1038'SOUTHWEST TO TOP OF FIRST LOW RIDGE, THEN RIGHT, NORTHERLY,
 LO1038'ALONG RIDGE AND UP A STEEP SLOPE TO TOP OF RIDGE OR BENCH.
 LO1038'THIS IS THE STEEP PART.  AFTER REACHING TOP OF BENCH,
 LO1038'CONTINUE NORTHERLY ALONG TRAIL WHICH IS BLAZED THROUGH
 LO1038'TIMBERED AREA TO A SMALL CLEARING.  CONTINUE STRAIGHT
 LO1038'AHEAD THROUGH TIMBERED AREA TO A LARGER CLEARING.  CONTINUE
 LO1038'NORTHWESTERLY FOLLOWING A GROUP OF ROCK CAIRNS TO THE NORTH
 LO1038'EDGE OF DRAW BETWEEN THIS RIDGE AND THE NEXT ONE TO THE
 LO1038'WEST.  CONTINUE FOLLOWING CAIRNS TO POINT WHERE CAIRNS TURN
 LO1038'DOWN OFF NEXT RIDGE.  TURN LEFT (SOUTHEAST) ALONG THE
 LO1038'THIRD RIDGE TO TIMBER AND STATION SITE AS DESCRIBED ABOVE.
 LO1038'A 1-HOUR AND 45 MINUTE PACK.
 LO1038'
 LO1038'OBSERVATIONS MADE FROM A 1.2 M TRIPOD.
 LO1038
 LO1038                          STATION RECOVERY (1961)
 LO1038
 LO1038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JL)
 LO1038'STATION AND MARKS WERE FOUND AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0598 ***********************************************************************
 LN0598  DESIGNATION -  DSLP 1
 LN0598  PID         -  LN0598
 LN0598  STATE/COUNTY-  UT/UINTAH
 LN0598  COUNTRY     -  US
 LN0598  USGS QUAD   -  BLAIR BASIN (2017)
 LN0598
 LN0598                         *CURRENT SURVEY CONTROL
 LN0598  ______________________________________________________________________
 LN0598* NAD 83(1994) POSITION- 40 37 32.04962(N) 109 15 06.11812(W)   ADJUSTED
 LN0598* NAVD 88 ORTHO HEIGHT -  2322.    (meters)     7618.    (feet) VERTCON3
 LN0598  ______________________________________________________________________
 LN0598  GEOID HEIGHT    -        -15.114 (meters)                     GEOID18
 LN0598  LAPLACE CORR    -          1.65  (seconds)                    DEFLEC18
 LN0598  HORZ ORDER      -  THIRD
 LN0598
 LN0598.The horizontal coordinates were established by classical geodetic methods
 LN0598.and adjusted by the National Geodetic Survey in November 1997.
 LN0598
 LN0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0598
 LN0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0598.GEOID18 height accuracy estimate available here.
 LN0598
 LN0598.Click photographs - Photos may exist for this station.
 LN0598
 LN0598.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0598
 LN0598. The following values were computed from the NAD 83(1994) position.
 LN0598
 LN0598;                    North         East     Units Scale Factor Converg.
 LN0598;SPC UT C     - 2,256,881.383   690,206.427   MT  0.99999401   +1 26 24.8
 LN0598;SPC UT C     - 7,404,451.67  2,264,452.25   sFT  0.99999401   +1 26 24.8
 LN0598;UTM  12      - 4,498,662.205   647,867.214   MT  0.99986913   +1 08 18.8
 LN0598
 LN0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0598!SPC UT C     -   0.99963821  x   0.99999401  =   0.99963222
 LN0598!UTM  12      -   0.99963821  x   0.99986913  =   0.99950739
 LN0598
 LN0598:                Primary Azimuth Mark                     Grid Az
 LN0598:SPC UT C     -  DIAMOND                                  188 15 23.4
 LN0598:UTM  12      -  DIAMOND                                  188 33 29.4
 LN0598
 LN0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK4786798662(NAD 83)
 LN0598
 LN0598|---------------------------------------------------------------------|
 LN0598| PID    Reference Object                     Distance      Geod. Az  |
 LN0598|                                                           dddmmss.s |
 LN0598| LN0602 DIAMOND                             APPROX. 3.2 KM 1894148.2 |
 LN0598|---------------------------------------------------------------------|
 LN0598
 LN0598                          SUPERSEDED SURVEY CONTROL
 LN0598
 LN0598  NAD 83(1993)-  40 37 32.04840(N)    109 15 06.11453(W) AD(       ) 3
 LN0598  NAD 83(1986)-  40 37 32.03130(N)    109 15 06.10621(W) AD(       ) 3
 LN0598  NAD 27      -  40 37 32.17147(N)    109 15 03.63712(W) AD(       ) 3
 LN0598  NGVD 29 (07/19/86) 2321.     (m)         7615.     (f) VERT ANG       
 LN0598
 LN0598.Superseded values are not recommended for survey control.
 LN0598
 LN0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0598.See file dsdata.pdf to determine how the superseded data were derived.
 LN0598
 LN0598_MARKER: DD = SURVEY DISK
 LN0598_SETTING: 80 = SET IN A BOULDER
 LN0598_STAMPING: DSLP-1 1949
 LN0598_MARK LOGO: USGS
 LN0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0598+STABILITY: SURFACE MOTION
 LN0598
 LN0598  HISTORY     - Date     Condition        Report By
 LN0598  HISTORY     - 1949     MONUMENTED       USGS
 LN0598
 LN0598                          STATION DESCRIPTION
 LN0598
 LN0598'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LN0598'THIS STATION LIES ABOUT 12 MI. N. OF AND 15 MI. E. OF VERNAL, UTAH.
 LN0598'
 LN0598'TO REACH BY AUTOMOBILE FROM VERNAL, UTAH GO N. ON UTAH STATE HIGHWAY
 LN0598'44 FOR 0.5 MI. TAKE RD. DUE E. FOR 5.1 MI. TO FORK.  TAKE LEFT FORK TO
 LN0598'N. FOR 2.8 MI. TO FORK.  CONTINUE N. ON RIGHT FORK FOR 2.3 MI. TO FORK
 LN0598'TAKE LEFT FORK TO N. FOR 0.6 MI. TO FORK.  TAKE RIGHT FORK AND TRAVEL
 LN0598'IN NORTHERLY DIRECTION FOR 10.3 MI. TO HEAD OF DUGWAY AND FORK.  TAKE
 LN0598'RIGHT FORK AROUND RIM FOR 5.4 MI. TO TOP OF RIDGE AND FORK TO N.
 LN0598'TAKE N. FORK TO LEFT FOR 0.5 MI. TO FORK.  TAKE LEFT FORK FOR 1.1 MI.
 LN0598'TO FORK.  STATION LIES 12 FT. E. AND 55 FT. N. OF THIS FORK.
 LN0598'
 LN0598'STATION MARK - STANDARD TABLET SET IN IMBEDDED BOULDER, STAMPED
 LN0598'---DSLP-1 1949---.
 LN0598'
 LN0598'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DM3651 ***********************************************************************
 DM3651  SACS        -  This is a Secondary Airport Control Station.
 DM3651  DESIGNATION -  DTA A
 DM3651  PID         -  DM3651
 DM3651  STATE/COUNTY-  UT/MILLARD
 DM3651  COUNTRY     -  US
 DM3651  USGS QUAD   -  DELTA NE (2017)
 DM3651
 DM3651                         *CURRENT SURVEY CONTROL
 DM3651  ______________________________________________________________________
 DM3651* NAD 83(2011) POSITION- 39 23 29.08623(N) 112 30 13.10425(W)   ADJUSTED
 DM3651* NAD 83(2011) ELLIP HT-  1430.611 (meters)        (06/27/12)   ADJUSTED
 DM3651* NAD 83(2011) EPOCH   -  2010.00
 DM3651* NAVD 88 ORTHO HEIGHT -  1449.80  (meters)     4756.6   (feet) GPS OBS
 DM3651  ______________________________________________________________________
 DM3651  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM3651  GEOID HEIGHT    -        -19.172 (meters)                     GEOID09
 DM3651  GEOID HEIGHT    -        -19.175 (meters)                     GEOID18
 DM3651  NAD 83(2011) X  - -1,889,586.823 (meters)                     COMP
 DM3651  NAD 83(2011) Y  - -4,561,046.523 (meters)                     COMP
 DM3651  NAD 83(2011) Z  -  4,026,901.608 (meters)                     COMP
 DM3651  LAPLACE CORR    -          8.12  (seconds)                    DEFLEC18
 DM3651
 DM3651  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3651  Standards:
 DM3651         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3651            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3651  -------------------------------------------------------------------
 DM3651  NETWORK    0.63   0.82           0.28   0.23   0.42     -0.01331298
 DM3651  -------------------------------------------------------------------
 DM3651  Click here for local accuracies and other accuracy information.
 DM3651
 DM3651.This mark is at Delta Municipal Airport (DTA)
 DM3651
 DM3651.The horizontal coordinates were established by GPS observations
 DM3651.and adjusted by the National Geodetic Survey in June 2012.
 DM3651
 DM3651.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3651.been affixed to the stable North American tectonic plate. See 
 DM3651.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3651
 DM3651.The horizontal coordinates are valid at the epoch date displayed above
 DM3651.which is a decimal equivalence of Year/Month/Day.
 DM3651
 DM3651.The orthometric height was determined by GPS observations and a
 DM3651.high-resolution geoid model.
 DM3651
 DM3651.GPS derived orthometric heights for airport stations designated as
 DM3651.PACS or SACS are published to 2 decimal places.  This maintains
 DM3651.centimeter relative accuracy between the PACS and SACS.  It does
 DM3651.not indicate centimeter accuracy relative to other marks which are
 DM3651.part of the published vertical control network.
 DM3651
 DM3651.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3651.GEOID18 height accuracy estimate available here.
 DM3651
 DM3651.Click photographs - Photos may exist for this station.
 DM3651
 DM3651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3651
 DM3651.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3651
 DM3651.The ellipsoidal height was determined by GPS observations
 DM3651.and is referenced to NAD 83.
 DM3651
 DM3651. The following values were computed from the NAD 83(2011) position.
 DM3651
 DM3651;                    North         East     Units Scale Factor Converg.
 DM3651;SPC UT C     - 2,117,952.011   413,547.302   MT  0.99992860   -0 38 34.5
 DM3651;SPC UT C     - 6,948,647.56  1,356,779.77   sFT  0.99992860   -0 38 34.5
 DM3651;UTM  12      - 4,361,291.943   370,514.650   MT  0.99980644   -0 57 15.7
 DM3651
 DM3651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3651!SPC UT C     -   0.99977560  x   0.99992860  =   0.99970422
 DM3651!UTM  12      -   0.99977560  x   0.99980644  =   0.99958209
 DM3651
 DM3651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ7051461291(NAD 83)
 DM3651
 DM3651                          SUPERSEDED SURVEY CONTROL
 DM3651
 DM3651  NAD 83(2007)-  39 23 29.08587(N)    112 30 13.10432(W) AD(2002.00) 1
 DM3651  ELLIP H (09/30/10) 1430.622  (m)                       GP(2002.00) 4 2
 DM3651
 DM3651.Superseded values are not recommended for survey control.
 DM3651
 DM3651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3651.See file dsdata.pdf to determine how the superseded data were derived.
 DM3651
 DM3651_MARKER: F = FLANGE-ENCASED ROD
 DM3651_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DM3651_STAMPING: DTA A 2009
 DM3651_MARK LOGO: STANTI
 DM3651_PROJECTION: RECESSED 8 CENTIMETERS
 DM3651_MAGNETIC: I = MARKER IS A STEEL ROD
 DM3651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3651+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2009
 DM3651_ROD/PIPE-DEPTH: 7.9 meters
 DM3651_SLEEVE-DEPTH  : 0.6 meters
 DM3651
 DM3651  HISTORY     - Date     Condition        Report By
 DM3651  HISTORY     - 20091130 MONUMENTED       STANTI
 DM3651
 DM3651                          STATION DESCRIPTION
 DM3651
 DM3651'DESCRIBED BY STANTEC CONSULTING INC. 2009
 DM3651'THE STATION IS LOCATED ABOUT 270 KM (167.8 MI) NORTH NORTHEASTERLY
 DM3651'FROM THE ST.GEORGE MUNICIPAL AIRPORT, 160 KM (99.4 MI) SOUTH
 DM3651'SOUTHWESTERLY FROM THE SALT LAKE INTERNATIONAL AIRPORT, 6.4 KM (4.0
 DM3651'MI) NORTHEAST OF DELTA, AT THE DELTA MUNICIPAL AIRPORT.
 DM3651'OWNERSHIP--CITY OF DELTA, CITY HALL, 309 WEST MAIN, DELTA, UT 84624.
 DM3651'CONTACT THE AIRPORT MANAGER ALAN RIDING AT (435) 864-2759 TO OBTAIN
 DM3651'PERMISSION TO ACCESS THE STATION.
 DM3651'
 DM3651'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 6 AND HIGHWAY 50
 DM3651'ON THE EAST SIDE OF DELTA, GO NORTHEAST ON HIGHWAY 6 FOR 5.83 KM (3.6
 DM3651'MI) TO PAVED ROAD ON RIGHT, TURN RIGHT, GO SOUTHEAST ON AIRPORT ACCESS
 DM3651'ROAD FOR 0.29 KM (0.2 MI) TO AIRPORT ENTRANCE GATE FROM GATE TURN
 DM3651'RIGHT, GO SOUTHWEST 0.10 KM (0.1 MI) TO TAXIWAY, TURN LEFT, GO
 DM3651'SOUTHEAST 0.25 KM (0.2 MI) TO TAXIWAY INTERSECTION, TURN LEFT, GO
 DM3651'NORTHEAST ON TAXIWAY 1.0 KM (0.6 MI) TO DIRT ROAD ON LEFT, TURN LEFT,
 DM3651'GO NORTHWEST ON DIRT ROAD 0.11 KM (0.1 MI) TO STATION.
 DM3651'
 DM3651'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP
 DM3651'MOUNTED ON A 15.2 CM (6 INCHES) DIAMETER PVC PIPE.  THE STATION IS THE
 DM3651'TOP CENTER OF A 1.90 CM (1 INCHES) ALUMINUM ROD DRIVEN TO REFUSAL.
 DM3651'THE MARK IS 914.1 M (2999.0 FT) NORTHEAST OF THE NORTHWEST AIRPORT
 DM3651'WINDSOCK, 103.25 M (338.7 FT) NORTHWEST OF NORTH EDGE TAXIWAY B, 2.74
 DM3651'M (9.0 FT) SOUTHEAST OF A FENCE LINE, AND 1.2 M (4.0 FT) SOUTH OF A
 DM3651'WITNESS POST.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 DM3651'CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DM3652 ***********************************************************************
 DM3652  SACS        -  This is a Secondary Airport Control Station.
 DM3652  DESIGNATION -  DTA B
 DM3652  PID         -  DM3652
 DM3652  STATE/COUNTY-  UT/MILLARD
 DM3652  COUNTRY     -  US
 DM3652  USGS QUAD   -  DELTA NE (2017)
 DM3652
 DM3652                         *CURRENT SURVEY CONTROL
 DM3652  ______________________________________________________________________
 DM3652* NAD 83(2011) POSITION- 39 23 05.10726(N) 112 30 24.01486(W)   ADJUSTED
 DM3652* NAD 83(2011) ELLIP HT-  1430.022 (meters)        (06/27/12)   ADJUSTED
 DM3652* NAD 83(2011) EPOCH   -  2010.00
 DM3652* NAVD 88 ORTHO HEIGHT -  1449.23  (meters)     4754.7   (feet) GPS OBS
 DM3652  ______________________________________________________________________
 DM3652  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM3652  GEOID HEIGHT    -        -19.189 (meters)                     GEOID09
 DM3652  GEOID HEIGHT    -        -19.191 (meters)                     GEOID18
 DM3652  NAD 83(2011) X  - -1,890,007.579 (meters)                     COMP
 DM3652  NAD 83(2011) Y  - -4,561,379.767 (meters)                     COMP
 DM3652  NAD 83(2011) Z  -  4,026,329.569 (meters)                     COMP
 DM3652  LAPLACE CORR    -          8.33  (seconds)                    DEFLEC18
 DM3652
 DM3652  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3652  Standards:
 DM3652         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3652            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3652  -------------------------------------------------------------------
 DM3652  NETWORK    0.63   0.82           0.28   0.23   0.42     -0.02682173
 DM3652  -------------------------------------------------------------------
 DM3652  Click here for local accuracies and other accuracy information.
 DM3652
 DM3652.This mark is at Delta Municipal Airport (DTA)
 DM3652
 DM3652.The horizontal coordinates were established by GPS observations
 DM3652.and adjusted by the National Geodetic Survey in June 2012.
 DM3652
 DM3652.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3652.been affixed to the stable North American tectonic plate. See 
 DM3652.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3652
 DM3652.The horizontal coordinates are valid at the epoch date displayed above
 DM3652.which is a decimal equivalence of Year/Month/Day.
 DM3652
 DM3652.The orthometric height was determined by GPS observations and a
 DM3652.high-resolution geoid model.
 DM3652
 DM3652.GPS derived orthometric heights for airport stations designated as
 DM3652.PACS or SACS are published to 2 decimal places.  This maintains
 DM3652.centimeter relative accuracy between the PACS and SACS.  It does
 DM3652.not indicate centimeter accuracy relative to other marks which are
 DM3652.part of the published vertical control network.
 DM3652
 DM3652.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3652.GEOID18 height accuracy estimate available here.
 DM3652
 DM3652.Click photographs - Photos may exist for this station.
 DM3652
 DM3652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3652
 DM3652.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3652
 DM3652.The ellipsoidal height was determined by GPS observations
 DM3652.and is referenced to NAD 83.
 DM3652
 DM3652. The following values were computed from the NAD 83(2011) position.
 DM3652
 DM3652;                    North         East     Units Scale Factor Converg.
 DM3652;SPC UT C     - 2,117,215.540   413,277.926   MT  0.99992950   -0 38 41.5
 DM3652;SPC UT C     - 6,946,231.32  1,355,896.00   sFT  0.99992950   -0 38 41.5
 DM3652;UTM  12      - 4,360,557.036   370,241.310   MT  0.99980731   -0 57 22.2
 DM3652
 DM3652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3652!SPC UT C     -   0.99977570  x   0.99992950  =   0.99970521
 DM3652!UTM  12      -   0.99977570  x   0.99980731  =   0.99958305
 DM3652
 DM3652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ7024160557(NAD 83)
 DM3652
 DM3652                          SUPERSEDED SURVEY CONTROL
 DM3652
 DM3652  NAD 83(2007)-  39 23 05.10691(N)    112 30 24.01493(W) AD(2002.00) 1
 DM3652  ELLIP H (09/30/10) 1430.033  (m)                       GP(2002.00) 4 2
 DM3652
 DM3652.Superseded values are not recommended for survey control.
 DM3652
 DM3652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3652.See file dsdata.pdf to determine how the superseded data were derived.
 DM3652
 DM3652_MARKER: F = FLANGE-ENCASED ROD
 DM3652_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DM3652_STAMPING: DTA B 2009
 DM3652_MARK LOGO: STANTI
 DM3652_PROJECTION: RECESSED 8 CENTIMETERS
 DM3652_MAGNETIC: I = MARKER IS A STEEL ROD
 DM3652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3652+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2009
 DM3652_ROD/PIPE-DEPTH: 6.7 meters
 DM3652_SLEEVE-DEPTH  : 0.6 meters
 DM3652
 DM3652  HISTORY     - Date     Condition        Report By
 DM3652  HISTORY     - 20091130 MONUMENTED       STANTI
 DM3652
 DM3652                          STATION DESCRIPTION
 DM3652
 DM3652'DESCRIBED BY STANTEC CONSULTING INC. 2009
 DM3652'THE STATION IS LOCATED ABOUT 270 KM (167.8 MI) NORTH NORTHEASTERLY
 DM3652'FROM THE ST.GEORGE MUNICIPAL AIRPORT, 160 KM (99.4 MI) SOUTH
 DM3652'SOUTHWESTERLY FROM THE SALT LAKE INTERNATIONAL AIRPORT, 6.4 KM (4.0
 DM3652'MI) NORTHEAST OF DELTA, AT THE DELTA MUNICIPAL AIRPORT.
 DM3652'OWNERSHIP--CITY OF DELTA, CITY HALL, 309 WEST MAIN, DELTA, UT 84624.
 DM3652'CONTACT THE AIRPORT MANAGER, ALAN RIDING, AT (435) 864-2759 TO OBTAIN
 DM3652'PERMISSION TO ACCESS THE STATION.
 DM3652'
 DM3652'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 6 AND HIGHWAY 50
 DM3652'ON THE EAST SIDE OF DELTA, GO NORTHEAST ON HIGHWAY 6 FOR 5.83 KM (3.6
 DM3652'MI) TO PAVED ROAD ON RIGHT, TURN RIGHT, GO SOUTHEAST ON AIRPORT ACCESS
 DM3652'ROAD FOR 0.29 KM (0.2 MI) TO AIRPORT ENTRANCE GATE FROM GATE TURN
 DM3652'RIGHT, GO SOUTHWEST 0.10 KM (0.1 MI) TO TAXIWAY, TURN LEFT, GO
 DM3652'SOUTHEAST 0.25 KM (0.2 MI) TO TAXIWAY INTERSECTION, TURN LEFT, GO
 DM3652'NORTHEAST ON TAXIWAY 1.0 KM (0.6 MI) TO DIRT ROAD ON LEFT, TURN LEFT,
 DM3652'GO NORTHWEST ON DIRT ROAD 0.11 KM (0.1 MI) TO STATION.
 DM3652'
 DM3652'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP
 DM3652'MOUNTED ON A 15.2 CM (6 INCHES) DIAMETER PVC PIPE.  THE STATION IS THE
 DM3652'TOP CENTER OF A 1.90 CM (1 INCHES) ALUMINUM ROD DRIVEN TO REFUSAL.
 DM3652'THE MARK IS 914.1 M (2999.0 FT) NORTHEAST OF THE NORTHWEST AIRPORT
 DM3652'WINDSOCK, 103.25 M (338.7 FT) NORTHWEST OF NORTH EDGE TAXIWAY B, 2.74
 DM3652'M (9.0 FT) SOUTHEAST OF A FENCE LINE AND 1.2 M (4.0 FT) SOUTH OF A
 DM3652'WITNESS POST.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 DM3652'CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0584 ***********************************************************************
 JM0584  DESIGNATION -  DUBINKY
 JM0584  PID         -  JM0584
 JM0584  STATE/COUNTY-  UT/GRAND
 JM0584  COUNTRY     -  US
 JM0584  USGS QUAD   -  DUBINKY WASH (2017)
 JM0584
 JM0584                         *CURRENT SURVEY CONTROL
 JM0584  ______________________________________________________________________
 JM0584* NAD 83(1994) POSITION- 38 42 37.38038(N) 109 53 54.79165(W)   ADJUSTED
 JM0584* NAVD 88 ORTHO HEIGHT -  1686.7   (meters)     5534.    (feet) VERTCON3
 JM0584  ______________________________________________________________________
 JM0584  GEOID HEIGHT    -        -20.762 (meters)                     GEOID18
 JM0584  LAPLACE CORR    -          3.78  (seconds)                    DEFLEC18
 JM0584  HORZ ORDER      -  SECOND
 JM0584
 JM0584.The horizontal coordinates were established by classical geodetic methods
 JM0584.and adjusted by the National Geodetic Survey in November 1997.
 JM0584
 JM0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0584
 JM0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0584.GEOID18 height accuracy estimate available here.
 JM0584
 JM0584.Click photographs - Photos may exist for this station.
 JM0584
 JM0584.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0584
 JM0584. The following values were computed from the NAD 83(1994) position.
 JM0584
 JM0584;                    North         East     Units Scale Factor Converg.
 JM0584;SPC UT C     - 2,043,108.734   639,296.384   MT  1.00008965   +1 01 33.1
 JM0584;SPC UT C     - 6,703,099.24  2,097,424.89   sFT  1.00008965   +1 01 33.1
 JM0584;UTM  12      - 4,285,214.020   595,765.098   MT  0.99971293   +0 41 20.0
 JM0584
 JM0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0584!SPC UT C     -   0.99973869  x   1.00008965  =   0.99982831
 JM0584!UTM  12      -   0.99973869  x   0.99971293  =   0.99945169
 JM0584
 JM0584:                Primary Azimuth Mark                     Grid Az
 JM0584:SPC UT C     -  TEN MILE                                 348 50 23.7
 JM0584:UTM  12      -  TEN MILE                                 349 10 36.8
 JM0584
 JM0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH9576585214(NAD 83)
 JM0584
 JM0584|---------------------------------------------------------------------|
 JM0584| PID    Reference Object                     Distance      Geod. Az  |
 JM0584|                                                           dddmmss.s |
 JM0584| JM0587 TEN MILE                            APPROX. 4.7 KM 3495156.8 |
 JM0584|---------------------------------------------------------------------|
 JM0584
 JM0584                          SUPERSEDED SURVEY CONTROL
 JM0584
 JM0584  NAD 83(1986)-  38 42 37.36808(N)    109 53 54.78871(W) AD(       ) 2
 JM0584  NAD 27      -  38 42 37.44995(N)    109 53 52.33852(W) AD(       ) 2
 JM0584  NGVD 29 (07/19/86) 1685.6    (m)         5530.     (f) VERT ANG       
 JM0584
 JM0584.Superseded values are not recommended for survey control.
 JM0584
 JM0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0584.See file dsdata.pdf to determine how the superseded data were derived.
 JM0584
 JM0584_MARKER: DD = SURVEY DISK
 JM0584_SETTING: 80 = SET IN A BOULDER
 JM0584_STAMPING: DUBINKY 1951
 JM0584_MARK LOGO: USGS
 JM0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0584+STABILITY: SURFACE MOTION
 JM0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0584+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2011
 JM0584
 JM0584  HISTORY     - Date     Condition        Report By
 JM0584  HISTORY     - 1951     MONUMENTED       USGS
 JM0584  HISTORY     - 20111110 GOOD             GEOCAC
 JM0584
 JM0584                          STATION DESCRIPTION
 JM0584
 JM0584'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JM0584'LOCATED ABOUT 9 MI. ENE. OF JUNCTION OF TEN MILE CANYON AND GREEN
 JM0584'RIVER, ON A PINON AND CEDAR COVERED N-S. STRIKING RIDGE.
 JM0584'
 JM0584'TO REACH FROM MOAB POST OFFICE, PROCEED N. ON U.S. HIGHWAY 160 FOR 17
 JM0584'MI. TO DEAD HORSE POINT RD. JUNCTION, THEN LEFT W. ON DEAD HORSE POINT
 JM0584'RD. FOR 13.3 MI. TO CABIN ABOUT 0.1 MI. TO RIGHT OF RD., PROCEED TO
 JM0584'CABIN AND END OF RD.  PACK W. UP ROCKY RIDGE TO TOP AND SEMICIRCULAR
 JM0584'CLIFF.  STATION IS ON NW. END OF CLIFF ON TOP OF LARGE BOULDER.
 JM0584'
 JM0584'STATION MARK - STANDARD TABLET STAMPED ---DUBINKY 1951--- CEMENTED IN
 JM0584'LARGE BOULDER.
 JM0584'
 JM0584'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.1
 JM0584'1951--- CEMENTED IN SOLID ROCK, 34.80 FT. FROM STATION MARK,
 JM0584'S 51 DEG 07 MIN W.
 JM0584'
 JM0584'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.2
 JM0584'1951--- CEMENTED IN SOLID ROCK, 34.80 FT. FROM STATION MARK,
 JM0584'S 51 DEG 07 MIN W.
 JM0584'
 JM0584'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED NO.2
 JM0584'1951--- CEMENTED IN SOLID ROCK, 43.03 FT. FROM STATION MARK,
 JM0584'N 29 DEG 22 MIN W.
 JM0584
 JM0584                          STATION RECOVERY (2011)
 JM0584
 JM0584'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 JM0584'RM 1 AND RM 2 ALSO FOUND.
 JM0584'A DESIGNATED MOTORIZED ROUTE WHICH DEPARTS THE DUBINKY WELL RD
 JM0584'TERMINATES ABOUT 100 METERS TO THE NORTHEAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1079 ***********************************************************************
 LO1079  DESIGNATION -  DUCHAIR
 LO1079  PID         -  LO1079
 LO1079  STATE/COUNTY-  UT/DUCHESNE
 LO1079  COUNTRY     -  US
 LO1079  USGS QUAD   -  DUCHESNE (2017)
 LO1079
 LO1079                         *CURRENT SURVEY CONTROL
 LO1079  ______________________________________________________________________
 LO1079* NAD 83(1994) POSITION- 40 11 34.33854(N) 110 23 20.83725(W)   ADJUSTED
 LO1079* NAVD 88 ORTHO HEIGHT -  1771.8   (meters)     5813.    (feet) VERTCON3
 LO1079  ______________________________________________________________________
 LO1079  GEOID HEIGHT    -        -17.146 (meters)                     GEOID18
 LO1079  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC18
 LO1079  HORZ ORDER      -  THIRD
 LO1079
 LO1079.This mark is at Duchesne Airport (U69)
 LO1079
 LO1079.The horizontal coordinates were established by classical geodetic methods
 LO1079.and adjusted by the National Geodetic Survey in November 1997.
 LO1079
 LO1079.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1079
 LO1079.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1079.GEOID18 height accuracy estimate available here.
 LO1079
 LO1079.Click photographs - Photos may exist for this station.
 LO1079
 LO1079.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1079
 LO1079. The following values were computed from the NAD 83(1994) position.
 LO1079
 LO1079;                    North         East     Units Scale Factor Converg.
 LO1079;SPC UT C     - 2,207,032.588   594,584.609   MT  0.99991829   +0 42 41.8
 LO1079;SPC UT C     - 7,240,906.08  1,950,733.00   sFT  0.99991829   +0 42 41.8
 LO1079;UTM  12      - 4,449,343.356   551,997.571   MT  0.99963328   +0 23 39.3
 LO1079
 LO1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1079!SPC UT C     -   0.99972482  x   0.99991829  =   0.99964313
 LO1079!UTM  12      -   0.99972482  x   0.99963328  =   0.99935820
 LO1079
 LO1079:                Primary Azimuth Mark                     Grid Az
 LO1079:SPC UT C     -  DUCHAIR AZ MK                            359 28 16.9
 LO1079:UTM  12      -  DUCHAIR AZ MK                            359 47 19.4
 LO1079
 LO1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK5199749343(NAD 83)
 LO1079
 LO1079|---------------------------------------------------------------------|
 LO1079| PID    Reference Object                     Distance      Geod. Az  |
 LO1079|                                                           dddmmss.s |
 LO1079| CP4865 DUCHAIR AZ MK                                      0001058.7 |
 LO1079| LO0047 X 104                                62.761 METERS 06611     |
 LO1079| CP4866 DUCHAIR RM 1                         28.137 METERS 14825     |
 LO1079|---------------------------------------------------------------------|
 LO1079
 LO1079                          SUPERSEDED SURVEY CONTROL
 LO1079
 LO1079  NAD 83(1993)-  40 11 34.33855(N)    110 23 20.83717(W) AD(       ) 3
 LO1079  NAD 83(1986)-  40 11 34.31958(N)    110 23 20.82886(W) AD(       ) 3
 LO1079  NAD 27      -  40 11 34.46620(N)    110 23 18.27370(W) AD(       ) 3
 LO1079  NGVD 29 (07/19/86) 1770.5    (m)         5809.     (f) VERT ANG       
 LO1079
 LO1079.Superseded values are not recommended for survey control.
 LO1079
 LO1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1079.See file dsdata.pdf to determine how the superseded data were derived.
 LO1079
 LO1079_MARKER: DS = TRIANGULATION STATION DISK
 LO1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO1079
 LO1079  HISTORY     - Date     Condition        Report By
 LO1079  HISTORY     - 1962     MONUMENTED       CGS
 LO1079  HISTORY     - 1963     GOOD             USGS
 LO1079
 LO1079                          STATION DESCRIPTION
 LO1079
 LO1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO1079'THE STATION IS LOCATED ON A FLAT, GRASSY TOPPED MESA, ABOUT
 LO1079'2 MILES NORTH OF DUCHESNE AT THE DUCHESNE MUNICIPAL AIRPORT.
 LO1079'
 LO1079'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40
 LO1079'AND STATE HIGHWAY 35 IN DUCHESNE, GO NORTH ON STATE HIGHWAY
 LO1079'35 FOR 2.0 MILES TO A PAVED SIDE ROAD RIGHT WHICH LEADS TO
 LO1079'THE AIRPORT.  TURN RIGHT AND FOLLOW PAVED ROAD EASTERLY FOR
 LO1079'0.2 MILE TO THE ENTRANCE TO THE AIRPORT AND THE STATION ON
 LO1079'THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW
 LO1079'A TRACK ROAD NORTHERLY ALONG THE WEST BOUNDARY FENCE OF THE
 LO1079'AIRPORT FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 LO1079'
 LO1079'THE STATION IS A STANDARD DISK, STAMPED DUCHAIR 1962, SET IN
 LO1079'THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS
 LO1079'2 INCHES.  IT IS 112 FEET NORTH OF THE CENTERLINE OF THE
 LO1079'PAVED ROAD, 21.5 FEET EAST OF THE CENTERLINE OF A TRACK
 LO1079'ROAD, 5.7 FEET WEST OF THE WEST BOUNDARY FENCE OF THE AIRPORT
 LO1079'AND 5.0 FEET WEST-NORTHWEST OF A METAL WITNESS POST.
 LO1079'
 LO1079'BM X 104 IS A STANDARD BENCH MARK DISK, STAMPED X 104 1962,
 LO1079'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH PROJECTS
 LO1079'3 INCHES.  IT IS 3.0 FEET NORTHWEST OF THE SOUTHWEST CORNER
 LO1079'OF A HANGAR AND 2.5 FEET SOUTH OF A METAL WITNESS POST.
 LO1079'
 LO1079'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DUCHAIR NO 1
 LO1079'1962, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH
 LO1079'PROJECTS 4 INCHES.  IT IS 43 FEET EAST OF THE WEST BOUNDARY
 LO1079'FENCE OF THE AIRPORT, 34 FEET NORTH OF THE CENTERLINE OF A
 LO1079'TRACK ROAD, AND 3.5 FEET NORTHEAST OF A POWERLINE POLE.
 LO1079'
 LO1079'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DUCHAIR 1962,
 LO1079'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS
 LO1079'3 INCHES.  IT IS 42 FEET EAST OF THE CENTERLINE OF A TRACK
 LO1079'ROAD, 3.0 FEET EAST OF A METAL WITNESS POST AND 1.5 FEET WEST
 LO1079'OF THE WEST BOUNDARY FENCE OF THE AIRPORT.
 LO1079
 LO1079                          STATION RECOVERY (1963)
 LO1079
 LO1079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LO1079'RECOVERED.
 LO1079'
 LO1079'STATION MARK--STANDARD DISK, STAMPED ---DUCHAIR 1962---, SET IN THE
 LO1079'TOP OF A 12 IN. SQUARE CONCRETE POST WHICH PROJECTS 2 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1086 ***********************************************************************
 LO1086  DESIGNATION -  DUCHESNE
 LO1086  PID         -  LO1086
 LO1086  STATE/COUNTY-  UT/DUCHESNE
 LO1086  COUNTRY     -  US
 LO1086  USGS QUAD   -  TALMAGE (2017)
 LO1086
 LO1086                         *CURRENT SURVEY CONTROL
 LO1086  ______________________________________________________________________
 LO1086* NAD 83(1994) POSITION- 40 18 07.20272(N) 110 27 28.37996(W)   ADJUSTED
 LO1086* NAVD 88 ORTHO HEIGHT -  2178.83  (+/-2cm)     7148.4   (feet) VERTCON3
 LO1086  ______________________________________________________________________
 LO1086  GEOID HEIGHT    -        -16.420 (meters)                     GEOID18
 LO1086  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 LO1086  HORZ ORDER      -  FIRST
 LO1086  VERT ORDER      -  THIRD ? (See Below)
 LO1086
 LO1086.The horizontal coordinates were established by classical geodetic methods
 LO1086.and adjusted by the National Geodetic Survey in November 1997.
 LO1086
 LO1086.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1086
 LO1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1086.GEOID18 height accuracy estimate available here.
 LO1086
 LO1086.The vertical order pertains to the NGVD 29 superseded value.
 LO1086
 LO1086.Click photographs - Photos may exist for this station.
 LO1086
 LO1086.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1086
 LO1086. The following values were computed from the NAD 83(1994) position.
 LO1086
 LO1086;                    North         East     Units Scale Factor Converg.
 LO1086;SPC UT C     - 2,219,078.002   588,589.055   MT  0.99993198   +0 40 03.2
 LO1086;SPC UT C     - 7,280,425.08  1,931,062.59   sFT  0.99993198   +0 40 03.2
 LO1086;UTM  12      - 4,461,418.203   546,070.527   MT  0.99962613   +0 21 02.4
 LO1086
 LO1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1086!SPC UT C     -   0.99966089  x   0.99993198  =   0.99959290
 LO1086!UTM  12      -   0.99966089  x   0.99962613  =   0.99928715
 LO1086
 LO1086:                Primary Azimuth Mark                     Grid Az
 LO1086:SPC UT C     -  DUCHESNE AZ MK                           351 18 55.0
 LO1086:UTM  12      -  DUCHESNE AZ MK                           351 37 55.8
 LO1086
 LO1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK4607061418(NAD 83)
 LO1086
 LO1086|---------------------------------------------------------------------|
 LO1086| PID    Reference Object                     Distance      Geod. Az  |
 LO1086|                                                           dddmmss.s |
 LO1086| CP4868 DUCHESNE RM 1                        14.335 METERS 19930     |
 LO1086| CP4869 DUCHESNE RM 2                        15.291 METERS 34046     |
 LO1086| CP4867 DUCHESNE AZ MK                                     3515858.2 |
 LO1086|---------------------------------------------------------------------|
 LO1086
 LO1086                          SUPERSEDED SURVEY CONTROL
 LO1086
 LO1086  NAD 83(1993)-  40 18 07.20254(N)    110 27 28.37942(W) AD(       ) 1
 LO1086  NAD 83(1986)-  40 18 07.18438(N)    110 27 28.37020(W) AD(       ) 1
 LO1086  NAD 27      -  40 18 07.35000(N)    110 27 25.80300(W) AD(       ) 1
 LO1086  NGVD 29            2177.43   (m)         7143.8    (f) LEVELING    3  
 LO1086
 LO1086.Superseded values are not recommended for survey control.
 LO1086
 LO1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1086.See file dsdata.pdf to determine how the superseded data were derived.
 LO1086
 LO1086_MARKER: DD = SURVEY DISK
 LO1086_SETTING: 80 = SET IN A BOULDER
 LO1086
 LO1086  HISTORY     - Date     Condition        Report By
 LO1086  HISTORY     - 1946     MONUMENTED       USGS
 LO1086  HISTORY     - 1963     GOOD             USGS
 LO1086
 LO1086                          STATION DESCRIPTION
 LO1086
 LO1086'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (DHK)
 LO1086'THE STATION IS LOCATED ON THE SOUTH EDGE OF A PROMINENT MESA,
 LO1086'ABOUT 10.0 MILES AIRLINE NORTH-NORTHWEST OF DUCHESNE, ON A JUNIPER
 LO1086'COVERED RIDGE, 17 PACES NORTH OF THE BREAK OF HILL, 1 FOOT
 LO1086'SOUTHEAST OF A DEAD PINE TREE, SET IN A BOULDER WHICH PROJECTS
 LO1086'1 INCH AND IS STAMPED--DUCHESNE M 1934.  IT IS A U.S. GEOLOGICAL
 LO1086'SURVEY BENCH MARK.
 LO1086'
 LO1086'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL MARK APPROXIMATELY THE
 LO1086'SAME ELEVATION AS THE STATION, 4 PACES NORTH OF THE BREAK OF
 LO1086'HILL, SET IN A BOULDER WHICH PROJECTS 3 INCHES AND IS STAMPED.
 LO1086'DUCHESNE NO 1.
 LO1086'
 LO1086'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 LO1086'STATION, SET IN A CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES
 LO1086'AND IS STAMPED.  DUCHESNE U.S.G.S. NO 2 1946.
 LO1086'
 LO1086'THE AZIMUTH MARK IS 30 PACES EAST OF THE CENTER LINE OF ROAD
 LO1086'LEADING TO STATION, SET IN A CONCRETE POST WHICH PROJECTS 2
 LO1086'INCHES AND IS STAMPED.  DUCHESNE U.S.G.S. 1946.
 LO1086'
 LO1086'TO REACH FROM DUCHESNE, GO NORTH ON STATE HIGHWAY 35 FOR 6.7
 LO1086'MILES TO A Y INTERSECTION.  TAKE RIGHT FORK ON MAIN TRAVELED
 LO1086'ROAD FOR 7.6 MILES TO CROSSROADS.  TURN LEFT (W) AND GO 1.0 MILE
 LO1086'TO TALMAGE STORE AND POST OFFICE.  TURN LEFT (S) AND GO 0.25
 LO1086'MILE TO CROSSROAD.  TURN RIGHT (W) AND GO 1.05 MILE TO A GATE
 LO1086'ON THE LEFT JUST AFTER FORDING AN IRRIGATION DITCH.  TURN LEFT
 LO1086'THROUGH GATE AND KEEP THE RIGHT FORK FOR 0.1 MILE TO A FORK.
 LO1086'TAKE LEFT FORK FOR 0.65 MILE TO A FORK.  TAKE LEFT FORK MAIN
 LO1086'TRAVELED ROAD FOR 0.7 MILE TO A FORK.  TAKE LEFT FORK MAIN
 LO1086'TRAVELED ROAD FOR 0.4 MILE TO FORKS.  TAKE RIGHT FORK UP HILL
 LO1086'WHICH IS VERY ROCKY AND GO 0.4 MILE TO TOP OF RIDGE AND
 LO1086'FORKS.  TAKE LEFT FORK AND FOLLOW TRACK ROAD SOUTHERLY
 LO1086'ALONG THE RIDGE FOR 0.85 MILE TO THE SOUTHERN EDGE OF MESA AND
 LO1086'STATION SITE.  A DRIVE STATION.
 LO1086
 LO1086                          STATION RECOVERY (1963)
 LO1086
 LO1086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LO1086'RECOVERED.
 LO1086'
 LO1086'STATION MARK--STANDARD USGS TABLET, STAMPED ---M 1934 DUCHESNE---.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0430 ***********************************************************************
 KO0430  DESIGNATION -  DUCK
 KO0430  PID         -  KO0430
 KO0430  STATE/COUNTY-  UT/MILLARD
 KO0430  COUNTRY     -  US
 KO0430  USGS QUAD   -  SUNSTONE KNOLL (2017)
 KO0430
 KO0430                         *CURRENT SURVEY CONTROL
 KO0430  ______________________________________________________________________
 KO0430* NAD 83(1994) POSITION- 39 10 36.26067(N) 112 38 46.51002(W)   ADJUSTED
 KO0430* NAVD 88 ORTHO HEIGHT -  1394.6   (meters)     4575.    (feet) VERTCON3
 KO0430  ______________________________________________________________________
 KO0430  GEOID HEIGHT    -        -19.918 (meters)                     GEOID18
 KO0430  LAPLACE CORR    -          4.08  (seconds)                    DEFLEC18
 KO0430  HORZ ORDER      -  SECOND
 KO0430
 KO0430.The horizontal coordinates were established by classical geodetic methods
 KO0430.and adjusted by the National Geodetic Survey in November 1997.
 KO0430
 KO0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0430
 KO0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0430.GEOID18 height accuracy estimate available here.
 KO0430
 KO0430.Click photographs - Photos may exist for this station.
 KO0430
 KO0430.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0430
 KO0430. The following values were computed from the NAD 83(1994) position.
 KO0430
 KO0430;                    North         East     Units Scale Factor Converg.
 KO0430;SPC UT C     - 2,094,269.632   400,957.988   MT  0.99996434   -0 44 03.4
 KO0430;SPC UT C     - 6,870,949.62  1,315,476.33   sFT  0.99996434   -0 44 03.4
 KO0430;UTM  12      - 4,337,680.528   357,799.410   MT  0.99984898   -1 02 24.5
 KO0430
 KO0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0430!SPC UT C     -   0.99978437  x   0.99996434  =   0.99974872
 KO0430!UTM  12      -   0.99978437  x   0.99984898  =   0.99963338
 KO0430
 KO0430:                Primary Azimuth Mark                     Grid Az
 KO0430:SPC UT C     -  DUCK AZ MK                               339 08 20.4
 KO0430:UTM  12      -  DUCK AZ MK                               339 26 41.5
 KO0430
 KO0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ5779937680(NAD 83)
 KO0430
 KO0430|---------------------------------------------------------------------|
 KO0430| PID    Reference Object                     Distance      Geod. Az  |
 KO0430|                                                           dddmmss.s |
 KO0430| KO0423 DELTA WATER TANK                    APPROX.21.2 KM 0161636.7 |
 KO0430| KO0424 RNG DELTA RADIO DTA                 APPROX.19.8 KM 0254446.3 |
 KO0430| CM5517 DUCK RM 2                            18.240 METERS 24803     |
 KO0430| CM5515 DUCK AZ MK                                         3382417.0 |
 KO0430| CM5516 DUCK RM 1                            10.468 METERS 34547     |
 KO0430|---------------------------------------------------------------------|
 KO0430
 KO0430                          SUPERSEDED SURVEY CONTROL
 KO0430
 KO0430  NAD 83(1986)-  39 10 36.25373(N)    112 38 46.50314(W) AD(       ) 2
 KO0430  NAD 27      -  39 10 36.40100(N)    112 38 43.69030(W) AD(       ) 2
 KO0430  NGVD 29 (07/19/86) 1393.5    (m)         4572.     (f) VERT ANG       
 KO0430
 KO0430.Superseded values are not recommended for survey control.
 KO0430
 KO0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0430.See file dsdata.pdf to determine how the superseded data were derived.
 KO0430
 KO0430_MARKER: DS = TRIANGULATION STATION DISK
 KO0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0430_STAMPING: DUCK 1957
 KO0430_MARK LOGO: CGS
 KO0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0430+STABILITY: SURFACE MOTION
 KO0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0430+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 KO0430
 KO0430  HISTORY     - Date     Condition        Report By
 KO0430  HISTORY     - 1957     MONUMENTED       CGS
 KO0430  HISTORY     - 1971     GOOD             USGS
 KO0430  HISTORY     - 20060512 GOOD             INDIV
 KO0430
 KO0430                          STATION DESCRIPTION
 KO0430
 KO0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0430'STATION IS LOCATED, AIRLINE, ABOUT 22-1/2 MILES NORTHWEST OF
 KO0430'FILLMORE, 13 MILES SOUTH SOUTHWEST OF DELTA, 6-1/2 MILES
 KO0430'NORTHEAST OF THE CLEAR LAKE RAILROAD STATION AND IN A FLAT,
 KO0430'OPEN AREA NORTH OF THE NORTH END OF CLEAR LAKE.
 KO0430'
 KO0430'STATION IS REACHED AS FOLLOWS--FROM THE CENTER OF THE BUSINESS
 KO0430'SECTION IN DELTA, GO WESTERLY ON U.S. HIGHWAY 6 FOR 4.5 MILES
 KO0430'TO A CROSSROAD.  TURN LEFT AS PER SIGN DESERET MILFORD AND GO
 KO0430'3.2 MILES TO A CROSSROAD IN DESERET.  CONTINUE STRAIGHT AHEAD,
 KO0430'SOUTH, AND GO 1.9 MILES TO A FORK.  TAKE THE LEFT FORK, SOUTH,
 KO0430'AND FOLLOW THE MAIN TRAVELED ROAD FOR 2.5 MILES TO A SIDE
 KO0430'ROAD ON THE LEFT.  TURN LEFT, CROSS THE RAILROAD TRACKS AND GO
 KO0430'0.05 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 3.1 MILES
 KO0430'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHEAST AND GO
 KO0430'0.45 MILE TO THE STATION ON THE LEFT JUST BEFORE REACHING A
 KO0430'FORK.
 KO0430'
 KO0430'STATION MARK, STAMPED DUCK 1957, IS A STANDARD DISK SET IN THE
 KO0430'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 KO0430'IT IS 32.5 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 114.6
 KO0430'FEET NORTH NORTHWEST OF THE CENTERLINE INTERSECTION OF A FORK
 KO0430'IN THE ROAD AND 7.1 FEET NORTHEAST OF A WITNESS POST.
 KO0430'
 KO0430'REFERENCE MARK NUMBER 1, STAMPED DUCK NO 1 1957, IS A STANDARD
 KO0430'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 KO0430'PROJECTS 4 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 KO0430'IT IS 32.5 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD.
 KO0430'
 KO0430'REFERENCE MARK NUMBER 2, STAMPED DUCK NO 2 1957, IS A STANDARD
 KO0430'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 KO0430'PROJECTS 2 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 KO0430'IT IS 27.3 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD.
 KO0430'
 KO0430'AZIMUTH MARK, STAMPED DUCK 1957, IS A STANDARD DISK SET IN
 KO0430'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 6
 KO0430'INCHES.  IT IS 21 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD.
 KO0430'
 KO0430'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
 KO0430
 KO0430                          STATION RECOVERY (1971)
 KO0430
 KO0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KO0430'RECOVERED IN GOOD CONDITION.
 KO0430'
 KO0430'STATION MARK--STANDARD DISK, STAMPED ---DUCK 1957---, SET IN TOP OF
 KO0430'A 10 IN. SQUARE CONCRETE POST THAT PROJECTS 4 IN.
 KO0430
 KO0430                          STATION RECOVERY (2006)
 KO0430
 KO0430'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (HDM)
 KO0430'DID NOT SEARCH FOR AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0682 ***********************************************************************
 MR0682  DESIGNATION -  DUCK
 MR0682  PID         -  MR0682
 MR0682  STATE/COUNTY-  UT/RICH
 MR0682  COUNTRY     -  US
 MR0682  USGS QUAD   -  SHEARING CORRAL (2017)
 MR0682
 MR0682                         *CURRENT SURVEY CONTROL
 MR0682  ______________________________________________________________________
 MR0682* NAD 83(1994) POSITION- 41 14 53.84868(N) 111 14 15.11853(W)   ADJUSTED
 MR0682* NAVD 88 ORTHO HEIGHT -  2214.    (meters)     7264.    (feet) SCALED
 MR0682  ______________________________________________________________________
 MR0682  GEOID HEIGHT    -        -15.479 (meters)                     GEOID18
 MR0682  LAPLACE CORR    -          2.27  (seconds)                    DEFLEC18
 MR0682  HORZ ORDER      -  FIRST
 MR0682
 MR0682.The horizontal coordinates were established by classical geodetic methods
 MR0682.and adjusted by the National Geodetic Survey in November 1997.
 MR0682
 MR0682.The orthometric height was scaled from a topographic map.
 MR0682
 MR0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0682.GEOID18 height accuracy estimate available here.
 MR0682
 MR0682.Click photographs - Photos may exist for this station.
 MR0682
 MR0682.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0682
 MR0682. The following values were computed from the NAD 83(1994) position.
 MR0682
 MR0682;                    North         East     Units Scale Factor Converg.
 MR0682;SPC UT N     - 1,101,639.122   521,998.656   MT  0.99995684   +0 10 23.0
 MR0682;SPC UT N     - 3,614,294.35  1,712,590.59   sFT  0.99995684   +0 10 23.0
 MR0682;UTM  12      - 4,566,347.547   480,098.264   MT  0.99960487   -0 09 23.8
 MR0682
 MR0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0682!SPC UT N     -   0.99965521  x   0.99995684  =   0.99961206
 MR0682!UTM  12      -   0.99965521  x   0.99960487  =   0.99926022
 MR0682
 MR0682:                Primary Azimuth Mark                     Grid Az
 MR0682:SPC UT N     -  LOST                                     291 35 02.0
 MR0682:UTM  12      -  LOST                                     291 54 48.8
 MR0682
 MR0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL8009866347(NAD 83)
 MR0682
 MR0682|---------------------------------------------------------------------|
 MR0682| PID    Reference Object                     Distance      Geod. Az  |
 MR0682|                                                           dddmmss.s |
 MR0682| CM5513 DUCK RM 1                             4.194 METERS 11123     |
 MR0682| CM5514 DUCK RM 2                            13.467 METERS 19637     |
 MR0682| MR0692 LOST                                APPROX. 3.9 KM 2914525.0 |
 MR0682|---------------------------------------------------------------------|
 MR0682
 MR0682                          SUPERSEDED SURVEY CONTROL
 MR0682
 MR0682  NAD 83(1993)-  41 14 53.84864(N)    111 14 15.11841(W) AD(       ) 1
 MR0682  NAD 83(1986)-  41 14 53.83476(N)    111 14 15.10754(W) AD(       ) 1
 MR0682  NAD 27      -  41 14 54.03747(N)    111 14 12.42475(W) AD(       ) 1
 MR0682
 MR0682.Superseded values are not recommended for survey control.
 MR0682
 MR0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0682.See file dsdata.pdf to determine how the superseded data were derived.
 MR0682
 MR0682_MARKER: DS = TRIANGULATION STATION DISK
 MR0682_SETTING: 66 = SET IN ROCK OUTCROP
 MR0682
 MR0682  HISTORY     - Date     Condition        Report By
 MR0682  HISTORY     - 1938     MONUMENTED       CGS
 MR0682  HISTORY     - 1965     GOOD             USGS
 MR0682
 MR0682                          STATION DESCRIPTION
 MR0682
 MR0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 MR0682'STATION IS ON A LOW SPUR RIDGE THAT EXTENDS FROM THE MAIN
 MR0682'RIDGE BETWEEN DUCK CREEK AND SALERATUS CREEK.  IT LIES 14-1/2
 MR0682'MILES W OF EVANSTON AND 7-3/4 MILES NW OF WASATCH.
 MR0682'
 MR0682'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 MR0682'BEDROCK.
 MR0682'
 MR0682'REACHED FROM EVANSTON AS FOLLOWS--FROM THE CITY HALL, GO SW
 MR0682'ON U.S. 30S FOR 9.4 MILES TO WASATCH, TURN RIGHT OFF HIGHWAY AT
 MR0682'STATE HIGHWAY BLDGS., CROSS RR TRACKS AND OLD HIGHWAY GRADE,
 MR0682'THEN TURN LEFT ON TRAIL ROAD AND GO 3.6 MILES TO FORK, JUST
 MR0682'BEYOND RANCH HOUSE.  TURN RIGHT (N), ACROSS SMALL BRIDGE JUST
 MR0682'E OF LARGE CORRALS, BEAR RIGHT, EASTERLY JUST N OF A SMALL
 MR0682'CORRAL TO FENCE LINE.  TURN LEFT AND GO N ON A WELL-TRAVELED
 MR0682'TRAIL ROAD ALONG FENCE LINE, CONTINUE NORTHERLY ON MAIN ROAD,
 MR0682'OVER RIDGES FOR 3.0 MILES TO DIM CROSSROADS (ABOUT 75 YARDS
 MR0682'AFTER PASSING OVER A BRIDGE), THEN CONTINUE STRAIGHT AHEAD,
 MR0682'NORTHERLY ON MAIN ROAD FOR 1.5 MILES TO FORK, TAKE LEFT FORK
 MR0682'FOR ABOUT 40 FEET TO CROSS ROAD.  TURN LEFT AND FOLLOW DIM
 MR0682'TRAIL ROAD ALONG TOP OF RIDGE FOR 2 MILES, TO WHERE DIM
 MR0682'ROAD COMES IN ON RIGHT, CONTINUE ON MAIN TRACK ROAD FOR 0.85
 MR0682'MILE TO SMALL BARE SPOT ON LEFT OF ROAD.  TURN RIGHT (NW)
 MR0682'ACROSS COUNTRY FOR 0.5 MILE TO SMALL GROUP OF TREES ON POINT
 MR0682'OF THE SPUR RIDGE AND STATION.  LOST IS WNW APPROXIMATELY
 MR0682'2-1/4 MILES ON THE PROMINENT-POINTED, BARE HILL AND
 MR0682'IS USED AS AN AZIMUTH MARK.
 MR0682'
 MR0682'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
 MR0682
 MR0682                          STATION RECOVERY (1965)
 MR0682
 MR0682'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MR0682'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1120 ***********************************************************************
 LO1120  DESIGNATION -  DUCK
 LO1120  PID         -  LO1120
 LO1120  STATE/COUNTY-  UT/DUCHESNE
 LO1120  COUNTRY     -  US
 LO1120  USGS QUAD   -  KIDNEY LAKE (2017)
 LO1120
 LO1120                         *CURRENT SURVEY CONTROL
 LO1120  ______________________________________________________________________
 LO1120* NAD 83(1994) POSITION- 40 35 02.42149(N) 110 37 00.01008(W)   ADJUSTED
 LO1120* NAVD 88 ORTHO HEIGHT -  3519.6   (meters)    11547.    (feet) VERTCON3
 LO1120  ______________________________________________________________________
 LO1120  GEOID HEIGHT    -        -12.962 (meters)                     GEOID18
 LO1120  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 LO1120  HORZ ORDER      -  FIRST
 LO1120
 LO1120.The horizontal coordinates were established by classical geodetic methods
 LO1120.and adjusted by the National Geodetic Survey in November 1997.
 LO1120
 LO1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1120
 LO1120.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1120.GEOID18 height accuracy estimate available here.
 LO1120
 LO1120.Click photographs - Photos may exist for this station.
 LO1120
 LO1120.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1120
 LO1120. The following values were computed from the NAD 83(1994) position.
 LO1120
 LO1120;                    North         East     Units Scale Factor Converg.
 LO1120;SPC UT C     - 2,250,244.562   574,782.078   MT  0.99998425   +0 33 57.0
 LO1120;SPC UT C     - 7,382,677.37  1,885,764.20   sFT  0.99998425   +0 33 57.0
 LO1120;UTM  12      - 4,492,650.048   532,440.561   MT  0.99961295   +0 14 57.8
 LO1120
 LO1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1120!SPC UT C     -   0.99945023  x   0.99998425  =   0.99943449
 LO1120!UTM  12      -   0.99945023  x   0.99961295  =   0.99906340
 LO1120
 LO1120:                Primary Azimuth Mark                     Grid Az
 LO1120:SPC UT C     -  DUCK AZ MK                               300 50 19.1
 LO1120:UTM  12      -  DUCK AZ MK                               301 09 18.3
 LO1120
 LO1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK3244092650(NAD 83)
 LO1120
 LO1120|---------------------------------------------------------------------|
 LO1120| PID    Reference Object                     Distance      Geod. Az  |
 LO1120|                                                           dddmmss.s |
 LO1120| CP4871 DUCK RM 1                            15.777 METERS 08528     |
 LO1120| CP4870 DUCK AZ MK                                         3012416.1 |
 LO1120| CP4872 DUCK RM 2                            10.236 METERS 34516     |
 LO1120|---------------------------------------------------------------------|
 LO1120
 LO1120                          SUPERSEDED SURVEY CONTROL
 LO1120
 LO1120  NAD 83(1993)-  40 35 02.42120(N)    110 37 00.00968(W) AD(       ) 1
 LO1120  NAD 83(1986)-  40 35 02.40515(N)    110 36 59.99892(W) AD(       ) 1
 LO1120  NAD 27      -  40 35 02.61040(N)    110 36 57.40610(W) AD(       ) 1
 LO1120  NGVD 29 (07/19/86) 3517.9    (m)        11542.     (f) VERT ANG       
 LO1120
 LO1120.Superseded values are not recommended for survey control.
 LO1120
 LO1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1120.See file dsdata.pdf to determine how the superseded data were derived.
 LO1120
 LO1120_MARKER: DS = TRIANGULATION STATION DISK
 LO1120_SETTING: 80 = SET IN A BOULDER
 LO1120_STAMPING: DUCK 1962
 LO1120_MARK LOGO: CGS
 LO1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1120+STABILITY: SURFACE MOTION
 LO1120
 LO1120  HISTORY     - Date     Condition        Report By
 LO1120  HISTORY     - 1962     MONUMENTED       CGS
 LO1120  HISTORY     - 1966     GOOD             USGS
 LO1120
 LO1120                          STATION DESCRIPTION
 LO1120
 LO1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO1120'THE STATION IS ON A HIGH NORTHWEST SOUTHEAST RIDGE, ABOUT
 LO1120'6-1/2 MILES WEST-NORTHWEST OF MOON LAKE, 18 MILES NORTHWEST
 LO1120'OF MOUNTAIN HOME, 16 MILES NORTH AND 4 MILES EAST OF TABIONA,
 LO1120'14-1/2 MILES NORTHEAST OF HANNA AND ABOUT 11,500 FEET ELEVATION.
 LO1120'
 LO1120'STATION WAS REACHED BY HELICOPTER FROM MOON LAKE.  GO WEST-NORTHWEST
 LO1120'FOR ABOUT 6-1/2 MILES TO THE RIDGE AND STATION.  THERE IS A
 LO1120'GOOD CAMP SITE AND HELICOPTER LANDING AT THE STATION.
 LO1120'
 LO1120'TO REACH THE AZIMUTH MARK FROM THE STATION.  GO WEST ALONG
 LO1120'THE TOP OF THE RIDGE FOR 1/2 MILE TO THE FIRST ROCKY POINT
 LO1120'WEST OF THE STATION AND AZIMUTH MARK.
 LO1120'
 LO1120'STATION MARK IS A STANDARD DISK, STAMPED DUCK 1962, CEMENTED
 LO1120'IN A DRILL HOLE IN A 1-1/2 X 2 FOOT BOULDER PROJECTING 4 INCHES.
 LO1120'IT IS 172 FEET SOUTHEAST OF A 4 FOOT HIGH CAIRN, 126 FEET
 LO1120'NORTHWEST OF A 4 FOOT HIGH CAIRN AND 101 FEET NORTH OF A
 LO1120'GAME TRAIL.
 LO1120'
 LO1120'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DUCK NO 1 1962,
 LO1120'CEMENTED IN A DRILL HOLE IN A 1-1/2 X 2 FOOT BOULDER PROJECTING
 LO1120'2 INCHES.  IT IS 130 FEET NORTHWEST OF A 4 FOOT HIGH CAIRN AND
 LO1120'ABOUT THE SAME ELEVATION AS THE STATION.
 LO1120'
 LO1120'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DUCK NO 2 1962,
 LO1120'CEMENTED IN A DRILL HOLE IN A 1-1/2 X 1-1/2 FOOT BOULDER
 LO1120'PROJECTING 4 INCHES.  IT IS 138 FEET SOUTHEAST OF A 4 FOOT
 LO1120'HIGH CAIRN AND ABOUT THE SAME ELEVATION AS THE STATION.
 LO1120'
 LO1120'AZIMUTH MARK IS A STANDARD DISK, STAMPED DUCK 1962, CEMENTED IN A
 LO1120'DRILL HOLE IN A 12 X 15 FOOT BOULDER PROJECTING 4 FEET.  IT IS
 LO1120'50 FEET SOUTH OF A GAME TRAIL AND ABOUT 50 FEET HIGHER THAN
 LO1120'THE STATION.
 LO1120
 LO1120                          STATION RECOVERY (1966)
 LO1120
 LO1120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LO1120'RECOVERED.
 LO1120'
 LO1120'STATION MARK--STANDARD DISK, STAMPED ---DUCK 1962---, CEMENTED IN A
 LO1120'DRILL HOLE IN A 1-1/2 X 2 FT. BOULDER PROJECTING 4 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0976 ***********************************************************************
 LO0976  DESIGNATION -  DUDE
 LO0976  PID         -  LO0976
 LO0976  STATE/COUNTY-  UT/SALT LAKE
 LO0976  COUNTRY     -  US
 LO0976  USGS QUAD   -  FORT DOUGLAS (2017)
 LO0976
 LO0976                         *CURRENT SURVEY CONTROL
 LO0976  ______________________________________________________________________
 LO0976* NAD 83(1994) POSITION- 40 49 50.41213(N) 111 50 15.21483(W)   ADJUSTED
 LO0976* NAVD 88 ORTHO HEIGHT -  2199.2   (meters)     7215.    (feet) VERTCON3
 LO0976  ______________________________________________________________________
 LO0976  GEOID HEIGHT    -        -16.264 (meters)                     GEOID18
 LO0976  LAPLACE CORR    -         12.91  (seconds)                    DEFLEC18
 LO0976  HORZ ORDER      -  FIRST
 LO0976
 LO0976.The horizontal coordinates were established by classical geodetic methods
 LO0976.and adjusted by the National Geodetic Survey in November 1997.
 LO0976
 LO0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0976
 LO0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0976.GEOID18 height accuracy estimate available here.
 LO0976
 LO0976.Click photographs - Photos may exist for this station.
 LO0976
 LO0976.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0976
 LO0976. The following values were computed from the NAD 83(1994) position.
 LO0976
 LO0976;                    North         East     Units Scale Factor Converg.
 LO0976;SPC UT C     - 2,277,321.063   471,525.440   MT  1.00004997   -0 12 58.4
 LO0976;SPC UT C     - 7,471,510.85  1,546,996.38   sFT  1.00004997   -0 12 58.4
 LO0976;UTM  12      - 4,520,297.605   429,379.615   MT  0.99966138   -0 32 51.5
 LO0976
 LO0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0976!SPC UT C     -   0.99965770  x   1.00004997  =   0.99970766
 LO0976!UTM  12      -   0.99965770  x   0.99966138  =   0.99931920
 LO0976
 LO0976:                Primary Azimuth Mark                     Grid Az
 LO0976:SPC UT C     -  DUDE AZ MK                               279 59 27.6
 LO0976:UTM  12      -  DUDE AZ MK                               280 19 20.7
 LO0976
 LO0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2937920297(NAD 83)
 LO0976
 LO0976|---------------------------------------------------------------------|
 LO0976| PID    Reference Object                     Distance      Geod. Az  |
 LO0976|                                                           dddmmss.s |
 LO0976| CM5519 DUDE RM 1                             4.157 METERS 08612     |
 LO0976| CM5520 DUDE RM 2                             4.256 METERS 16750     |
 LO0976| LO0996 SALT LAKE CITY ST CAPITOL DOME      APPROX. 7.3 KM 2155123.1 |
 LO0976| LO0990 AIRPORT BN SALT LAKE MUN APT 1      APPROX.13.0 KM 2473034.1 |
 LO0976| CM5518 DUDE AZ MK                                         2794629.2 |
 LO0976| MR0699 FRANCIS PK FAA RADAR DOME           APPROX.22.5 KM 3594817.8 |
 LO0976|---------------------------------------------------------------------|
 LO0976
 LO0976                          SUPERSEDED SURVEY CONTROL
 LO0976
 LO0976  NAD 83(1993)-  40 49 50.41201(N)    111 50 15.21456(W) AD(       ) 1
 LO0976  NAD 83(1986)-  40 49 50.40059(N)    111 50 15.20521(W) AD(       ) 1
 LO0976  NAD 27      -  40 49 50.59537(N)    111 50 12.44104(W) AD(       ) 1
 LO0976  NGVD 29 (07/19/86) 2198.1    (m)         7212.     (f) VERT ANG       
 LO0976
 LO0976.Superseded values are not recommended for survey control.
 LO0976
 LO0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0976.See file dsdata.pdf to determine how the superseded data were derived.
 LO0976
 LO0976_MARKER: DD = SURVEY DISK
 LO0976_SETTING: 66 = SET IN ROCK OUTCROP
 LO0976
 LO0976  HISTORY     - Date     Condition        Report By
 LO0976  HISTORY     - 1962     MONUMENTED       USGS
 LO0976  HISTORY     - 1973     GOOD             NGS
 LO0976
 LO0976                          STATION DESCRIPTION
 LO0976
 LO0976'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (JCC)
 LO0976'STATION IS ON THE HIGHEST POINT OF A PROMINENT RIDGE IN THE
 LO0976'WEST FOOTHILLS OF THE WASATCH MOUNTAINS.  IT IS ABOUT 5-1/2
 LO0976'MILES NORTHEAST OF THE CAPITOL BUILDING IN SALT LAKE CITY,
 LO0976'4-1/2 MILES SOUTHEAST OF BOUNTIFUL AND 3-1/2 MILES EAST OF
 LO0976'NORTH SALT LAKE.
 LO0976'
 LO0976'TO REACH THE STATION FROM THE INTERSECTION OF STATE STREET AND
 LO0976'2ND STREET NORTH IN SALT LAKE CITY, WHICH IS JUST SOUTH OF
 LO0976'THE UTAH STATE CAPITOL BUILDING, GO EAST ON 2ND STREET NORTH
 LO0976'FOR 0.1 MILE TO EAST CAPITOL STREET.  TURN LEFT AND GO NORTH ON
 LO0976'EAST CAPITOL STREET FOR 0.3 MILE TO A THREE-WAY FORK.  CONTINUE
 LO0976'AHEAD ON THE MIDDLE FORK, EAST CAPITOL DRIVE, FOR 0.5 MILE
 LO0976'TO BRAEWICK ROAD ON THE LEFT.  TURN LEFT ON BRAEWICK ROAD
 LO0976'AND GO 0.15 MILE, THEN LEFT ON DORCHESTER DRIVE FOR 0.05 MILE
 LO0976'TO THE END OF THE PAVEMENT.  CONTINUE AHEAD ON GRAVELED ROAD
 LO0976'FOR 0.3 MILE, THEN JOG RIGHT (STAYING ON MAIN ROAD) FOR 0.6
 LO0976'MILE TO A LOCKED GATE (KEY TO LOCKED GATE MAY BE OBTAINED
 LO0976'FROM JIM SETER AT 755 GUARDSMAN WAY IN SALT LAKE CITY,
 LO0976'WASATCH FIRE CONTROL CENTER).  CONTINUE AHEAD THROUGH GATE,
 LO0976'FOLLOWING THE MAIN ROAD FOR 0.5 MILE TO THE END OF GRADED
 LO0976'ROAD AND STATION LIME ON THE LEFT.  CONTINUE, EASTERLY,
 LO0976'ON TRACK ROAD FOR 0.5 MILE TO A FORK.  TAKE THE LEFT FORK,
 LO0976'MAIN TRACK ROAD, FOR 0.55 MILE TO A PIPELINE CROSSING.
 LO0976'CONTINUE, NORTHEASTERLY, ON TRACK ROAD FOR 2.5 MILES TO THE
 LO0976'AZIMUTH MARK ON THE RIGHT, JUST AFTER YOU COME UP A VERY
 LO0976'STEEP GRADE.  CONTINUE AHEAD, UP HILL FOR 0.05 MILE TO A
 LO0976'REVERSE FORK ON THE LEFT.  CONTINUE AHEAD UP HILL, FOLLOWING
 LO0976'THE TRACK ROAD FOR 0.35 MILE TO THE END OF THE ROAD AND THE
 LO0976'END OF TRUCK TRAVEL.  FROM HERE PACK EASTERLY, FOR ABOUT
 LO0976'100 YARDS TO THE HIGHEST POINT OF THE HILL AND STATION.
 LO0976'
 LO0976'STATION MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK, STAMPED
 LO0976'DUDE 1950, SET IN A DRILL HOLE IN ROCK OUTCROP ON THE HIGHEST
 LO0976'POINT OF A BRUSH COVERED HILL.
 LO0976'
 LO0976'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY BRONZE DISK,
 LO0976'STAMPED DUDE NO 1 1950, SET IN A DRILL HOLE IN A 2 FOOT BY
 LO0976'4 FOOT ROCK OUTCROP PROJECTING 1 FOOT.  IT IS 2.3 FEET LOWER
 LO0976'THAN THE STATION.
 LO0976'
 LO0976'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY BRONZE DISK,
 LO0976'STAMPED DUDE NO II 1950, SET IN A DRILL HOLE IN A ROCK OUTCROP
 LO0976'PROJECTING 2 FEET TO THE NORTH AND 12 FEET TO THE SOUTH.  IT
 LO0976'IS 4.5 FEET LOWER THAN THE STATION.
 LO0976'
 LO0976'AZIMUTH MARK IS A STANDARD DISK, STAMPED DUDE USGS 1962, SET
 LO0976'IN A DRILL HOLE IN A 1 FOOT BY 2 FOOT ROCK OUTCROP PROJECTING
 LO0976'6 INCHES.  IT IS 19 FEET EAST OF THE CENTERLINE OF A TRACK
 LO0976'ROAD AND 6 FEET EAST OF A WITNESS POST.
 LO0976
 LO0976                          STATION RECOVERY (1973)
 LO0976
 LO0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0976'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 LO0976'RECOVERED IN GOOD CONDITION.  THE MEASUREMENT TO REFERENCE MARK 1
 LO0976'WAS SHORTER BY 0.013 METER, REFERENCE MARK 2 WAS SHORTER BY 0.014
 LO0976'METER, THIS WAS CHECKED AND VERIFIED.  THE DIRECTIONS TO ALL MARKS
 LO0976'COMPARED WITH THE 1962 DATA.  A NEW AND COMPLETE DESCRIPTION
 LO0976'FOLLOWS--
 LO0976'
 LO0976'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF THE CAPITOL BUILDING
 LO0976'IN SALT LAKE CITY, 4 MILES SOUTHEAST OF BOUNTIFUL AND ON THE HIGHEST
 LO0976'POINT OF A RIDGE IN THE WEST FOOTHILLS OF THE WASATCH MOUNTAINS.
 LO0976'
 LO0976'TO REACH FROM THE EAST SIDE OF THE CAPITOL BUILDING IN SALT LAKE
 LO0976'CITY, GO NORTH ON EAST CAPITOL BOULEVARD FOR 0.75 MILE TO A SIDE
 LO0976'ROAD LEFT (EDGECOMBE DRIVE).  TURN LEFT AND GO NORTHWEST ON
 LO0976'EDGECOMBE DRIVE FOR 0.25 MILE TO A T-ROAD.  TURN LEFT AND GO WEST
 LO0976'ON DORCHESTER DRIVE FOR 0.2 MILE TO THE END OF PAVEMENT AND A SIDE
 LO0976'ROAD RIGHT BEYOND.  TURN RIGHT AND GO UPHILL ON THE TRACK ROAD FOR
 LO0976'0.05 MILE TO A T-ROAD.  TURN LEFT AND GO NORTHERLY ON THE MAIN
 LO0976'GRAVEL ROAD FOR 0.55 MILE TO A GATE.  PASS THROUGH GATE AND GO
 LO0976'NORTHERLY ON MAIN GRAVEL ROAD FOR 1.0 MILE TO THE TOP OF GRADE AND
 LO0976'A CROSSROAD.  TURN RIGHT AND GO SOUTHEAST ON THE MAIN
 LO0976'GRAVEL ROAD FOR 0.45 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 LO0976'CONTINUE NORTHERLY FOR 0.15 MILE TO A T-ROAD AND STATION LIME ON
 LO0976'THE LEFT.  TAKE RIGHT FORK AND GO EASTERLY ON THE GRAVELED ROAD FOR
 LO0976'0.55 MILE TO A FORK.  TAKE LEFT FORK AND GO EASTERLY FOR 0.65 MILE
 LO0976'TO A CROSSROAD AND PIPELINE.  CONTINUE EASTERLY ON THE
 LO0976'TRACK ROAD FOR 2.5 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 LO0976'UPHILL FOR 0.05 MILE TO A FORK.  TAKE RIGHT FORK AND GO
 LO0976'NORTHEAST UPHILL FOR 0.15 MILE TO THE AZIMUTH MARK ON RIGHT.
 LO0976'CONTINUE NORTH AND THEN EAST FOR 0.4 MILE TO THE END OF TRUCK
 LO0976'TRAVEL.  FROM HERE PACK EASTERLY FOR ABOUT 100 YARDS TO THE
 LO0976'HIGHEST POINT OF HILL AND THE STATION AS DESCRIBED.
 LO0976'
 LO0976'STATION MARK IS A U.S. GEOLOGICAL SURVEY STATION DISK STAMPED DUDE
 LO0976'1950, CEMENTED IN A DRILL HOLE IN BEDROCK ON THE HIGHEST POINT OF
 LO0976'THE HILL.
 LO0976'
 LO0976'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE DISK STAMPED
 LO0976'DUDE NO 1 1950, CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 1
 LO0976'FOOT.  ITS ABOUT 2.5 FEET LOWER IN ELEVATION THAN THE STATION.
 LO0976'
 LO0976'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE DISK STAMPED
 LO0976'DUDE NO 2 1950, CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 LO0976'ABOUT 2 FEET.  ITS ABOUT 4 FEET LOWER IN ELEVATION THAN THE
 LO0976'STATION.
 LO0976'
 LO0976'AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED DUDE (USGS) 1962,
 LO0976'CEMENTED IN A DRILL HOLE IN A 15X24-INCH BOULDER, 22 FEET EAST OF
 LO0976'ROAD.
 LO0976'
 LO0976'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO0976'4 MILES SOUTHEAST OF BOUNTIFUL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0527 ***********************************************************************
 JM0527  DESIGNATION -  DUGOUT
 JM0527  PID         -  JM0527
 JM0527  STATE/COUNTY-  UT/SAN JUAN
 JM0527  COUNTRY     -  US
 JM0527  USGS QUAD   -  HARTS POINT SOUTH (2017)
 JM0527
 JM0527                         *CURRENT SURVEY CONTROL
 JM0527  ______________________________________________________________________
 JM0527* NAD 83(1994) POSITION- 38 06 23.50884(N) 109 32 58.14110(W)   ADJUSTED
 JM0527* NAVD 88 ORTHO HEIGHT -  2039.3   (meters)     6691.    (feet) VERTCON3
 JM0527  ______________________________________________________________________
 JM0527  GEOID HEIGHT    -        -19.081 (meters)                     GEOID18
 JM0527  LAPLACE CORR    -          5.77  (seconds)                    DEFLEC18
 JM0527  HORZ ORDER      -  THIRD
 JM0527
 JM0527.The horizontal coordinates were established by classical geodetic methods
 JM0527.and adjusted by the National Geodetic Survey in November 1997.
 JM0527
 JM0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0527
 JM0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0527.GEOID18 height accuracy estimate available here.
 JM0527
 JM0527.Click photographs - Photos may exist for this station.
 JM0527
 JM0527.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0527
 JM0527. The following values were computed from the NAD 83(1994) position.
 JM0527
 JM0527;                    North         East     Units Scale Factor Converg.
 JM0527;SPC UT S     - 3,161,587.287   671,052.494   MT  0.99996709   +1 11 42.2
 JM0527;SPC UT S     -10,372,640.96  2,201,611.39   sFT  0.99996709   +1 11 42.2
 JM0527;UTM  12      - 4,218,628.409   627,170.286   MT  0.99979918   +0 53 43.0
 JM0527
 JM0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0527!SPC UT S     -   0.99968311  x   0.99996709  =   0.99965021
 JM0527!UTM  12      -   0.99968311  x   0.99979918  =   0.99948235
 JM0527
 JM0527:                Primary Azimuth Mark                     Grid Az
 JM0527:SPC UT S     -  SI                                       276 12 37.9
 JM0527:UTM  12      -  SI                                       276 30 37.1
 JM0527
 JM0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH2717018628(NAD 83)
 JM0527
 JM0527|---------------------------------------------------------------------|
 JM0527| PID    Reference Object                     Distance      Geod. Az  |
 JM0527|                                                           dddmmss.s |
 JM0527| JM0529 SI                                  APPROX. 3.2 KM 2772420.1 |
 JM0527|---------------------------------------------------------------------|
 JM0527
 JM0527                          SUPERSEDED SURVEY CONTROL
 JM0527
 JM0527  NAD 83(1986)-  38 06 23.49813(N)    109 32 58.14508(W) AD(       ) 3
 JM0527  NAD 27      -  38 06 23.53746(N)    109 32 55.73083(W) AD(       ) 3
 JM0527  NGVD 29 (07/19/86) 2038.2    (m)         6687.     (f) VERT ANG       
 JM0527
 JM0527.Superseded values are not recommended for survey control.
 JM0527
 JM0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0527.See file dsdata.pdf to determine how the superseded data were derived.
 JM0527
 JM0527_MARKER: DD = SURVEY DISK
 JM0527_SETTING: 66 = SET IN ROCK OUTCROP
 JM0527_STAMPING: DUGOUT 1953
 JM0527_MARK LOGO: USGS
 JM0527_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0527+STABILITY: POSITION/ELEVATION WELL
 JM0527
 JM0527  HISTORY     - Date     Condition        Report By
 JM0527  HISTORY     - 1953     MONUMENTED       USGS
 JM0527  HISTORY     - 1954     GOOD             USGS
 JM0527
 JM0527                          STATION DESCRIPTION
 JM0527
 JM0527'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JM0527'LOCATED ABOUT 32 MI. S. OF MOAB, 24 MI. N. OF MONTICELLO, 4 MI. WNW.
 JM0527'OF JUNCTION OF HART DRAW AND LONE CEDAR DRAW, 2 MI. N. OF DUGOUT
 JM0527'RANCH, ON SMALL ROCKY TOP NEAR SW. RIM OF HART POINT OVERLOOKING
 JM0527'INDIAN CREEK.
 JM0527'
 JM0527'STATION REACHED BY HELICOPTER.
 JM0527'
 JM0527'STATION MARK--STANDARD TABLET STAMPED ---DUGOUT 1953--- CEMENTED IN
 JM0527'SANDSTONE OUTCROP.
 JM0527'
 JM0527'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 JM0527'1 1953--- CEMENTED IN SANDSTONE OUTCROPPING, 17.24 FT. FROM STATION
 JM0527'MARK, S 25 DEG 43 MIN W.
 JM0527'
 JM0527'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 JM0527'2 1953--- CEMENTED IN SANDSTONE OUTCROPPING, 9.80 FT. FROM STATION
 JM0527'MARK, S 89 DEG 03 MIN E.
 JM0527
 JM0527                          STATION RECOVERY (1954)
 JM0527
 JM0527'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (JC)
 JM0527'FOUND AS DESCRIBED EXCEPT THAT DISTANCE TO
 JM0527'REFERENCE MARK NO. 1 WAS FOUND TO BE 16.99 FT. FROM STATION MARK,
 JM0527'S 26 DEG 01 MIN W.  ALL MARKS IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0535 ***********************************************************************
 LP0535  DESIGNATION -  DUGWAY ASG 1/2 MILE TOWER
 LP0535  PID         -  LP0535
 LP0535  STATE/COUNTY-  UT/TOOELE
 LP0535  COUNTRY     -  US
 LP0535  USGS QUAD   -  DUGWAY PROVING GROUND SW (2017)
 LP0535
 LP0535                         *CURRENT SURVEY CONTROL
 LP0535  ______________________________________________________________________
 LP0535* NAD 83(1994) POSITION- 40 07 11.47109(N) 113 08 24.08867(W)   ADJUSTED
 LP0535  ______________________________________________________________________
 LP0535  GEOID HEIGHT    -        -18.850 (meters)                     GEOID18
 LP0535  LAPLACE CORR    -          2.20  (seconds)                    DEFLEC18
 LP0535  HORZ ORDER      -  THIRD
 LP0535
 LP0535.The horizontal coordinates were established by classical geodetic methods
 LP0535.and adjusted by the National Geodetic Survey in November 1997.
 LP0535
 LP0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0535.GEOID18 height accuracy estimate available here.
 LP0535
 LP0535.Click photographs - Photos may exist for this station.
 LP0535
 LP0535.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0535
 LP0535. The following values were computed from the NAD 83(1994) position.
 LP0535
 LP0535;                    North         East     Units Scale Factor Converg.
 LP0535;SPC UT C     - 2,199,619.632   360,217.385   MT  0.99991115   -1 03 02.0
 LP0535;SPC UT C     - 7,216,585.41  1,181,813.20   sFT  0.99991115   -1 03 02.0
 LP0535;UTM  12      - 4,443,254.967   317,640.637   MT  1.00000939   -1 22 45.8
 LP0535
 LP0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK1764043254(NAD 83)
 LP0535
 LP0535                          SUPERSEDED SURVEY CONTROL
 LP0535
 LP0535  NAD 83(1986)-  40 07 11.46275(N)    113 08 24.07622(W) AD(       ) 3
 LP0535  NAD 27      -  40 07 11.67619(N)    113 08 21.16190(W) AD(       ) 3
 LP0535
 LP0535.Superseded values are not recommended for survey control.
 LP0535
 LP0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0535.See file dsdata.pdf to determine how the superseded data were derived.
 LP0535
 LP0535_MARKER: 55 = TOWER
 LP0535
 LP0535  HISTORY     - Date     Condition        Report By
 LP0535  HISTORY     - 1965     FIRST OBSERVED   CGS
 LP0535
 LP0535                          STATION DESCRIPTION
 LP0535
 LP0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0535'THE STATION IS A 100 FOOT STEEL TOWER WHICH IS PAINTED RED
 LP0535'AND WHITE.  THE POINT OF INTERSECTION IS THE RED LIGHT ON
 LP0535'TOP.
 LP0535'
 LP0535'TO REACH THE STATION FROM THE DITTO TECHNICAL CENTER AT
 LP0535'DUGWAY, GO WEST FOR 1.8 MILES TO A GUARD GATE AND A FORK.
 LP0535'TAKE THE LEFT FORK AND GO SOUTHWEST ALONG STARK ROAD FOR 8.0
 LP0535'MILES TO THE 300 FOOT ASG TOWER ON THE RIGHT.  FROM THIS
 LP0535'TOWER PROCEED ON A BEARING 225 DEGREES FOR 1/2 MILE TO THE
 LP0535'TOWER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0558 ***********************************************************************
 LP0558  DESIGNATION -  DUGWAY ASG 10 MILE TOWER
 LP0558  PID         -  LP0558
 LP0558  STATE/COUNTY-  UT/TOOELE
 LP0558  COUNTRY     -  US
 LP0558  USGS QUAD   -  GRANITE PEAK SE (2017)
 LP0558
 LP0558                         *CURRENT SURVEY CONTROL
 LP0558  ______________________________________________________________________
 LP0558* NAD 83(1994) POSITION- 40 01 27.61102(N) 113 15 49.75607(W)   ADJUSTED
 LP0558  ______________________________________________________________________
 LP0558  GEOID HEIGHT    -        -19.068 (meters)                     GEOID18
 LP0558  LAPLACE CORR    -          2.92  (seconds)                    DEFLEC18
 LP0558  HORZ ORDER      -  THIRD
 LP0558
 LP0558.The horizontal coordinates were established by classical geodetic methods
 LP0558.and adjusted by the National Geodetic Survey in November 1997.
 LP0558
 LP0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0558.GEOID18 height accuracy estimate available here.
 LP0558
 LP0558.Click photographs - Photos may exist for this station.
 LP0558
 LP0558.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0558
 LP0558. The following values were computed from the NAD 83(1994) position.
 LP0558
 LP0558;                    North         East     Units Scale Factor Converg.
 LP0558;SPC UT C     - 2,189,217.652   349,458.167   MT  0.99990427   -1 07 47.5
 LP0558;SPC UT C     - 7,182,458.25  1,146,514.00   sFT  0.99990427   -1 07 47.5
 LP0558;UTM  12      - 4,432,913.379   306,820.735   MT  1.00005943   -1 27 22.8
 LP0558
 LP0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK0682032913(NAD 83)
 LP0558
 LP0558                          SUPERSEDED SURVEY CONTROL
 LP0558
 LP0558  NAD 83(1986)-  40 01 27.60188(N)    113 15 49.74339(W) AD(       ) 3
 LP0558  NAD 27      -  40 01 27.81026(N)    113 15 46.81981(W) AD(       ) 3
 LP0558
 LP0558.Superseded values are not recommended for survey control.
 LP0558
 LP0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0558.See file dsdata.pdf to determine how the superseded data were derived.
 LP0558
 LP0558_MARKER: 55 = TOWER
 LP0558
 LP0558  HISTORY     - Date     Condition        Report By
 LP0558  HISTORY     - 1965     FIRST OBSERVED   CGS
 LP0558
 LP0558                          STATION DESCRIPTION
 LP0558
 LP0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0558'THE STATION IS A 100 FOOT STEEL TOWER WHICH IS PAINTED RED AND
 LP0558'WHITE.  THE POINT OF INTERSECTION IS THE RED LIGHT ON TOP.
 LP0558'
 LP0558'TO REACH THE STATION FROM THE DITTO TECHNICAL CENTER AT DUGWAY,
 LP0558'GO WEST FOR 1.8 MILES TO A GUARD GATE AND A FORK.  TAKE THE
 LP0558'LEFT FORK AND GO SOUTHEAST FOR 8.0 MILES TO THE 300 FOOT ASG
 LP0558'TOWER ON THE RIGHT.  FROM THIS TOWER PROCEED ON A BEARING OF
 LP0558'225 DEGREES FOR 9-3/4 MILES TO THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0538 ***********************************************************************
 LP0538  DESIGNATION -  DUGWAY ASG 2 MILE TOWER
 LP0538  PID         -  LP0538
 LP0538  STATE/COUNTY-  UT/TOOELE
 LP0538  COUNTRY     -  US
 LP0538  USGS QUAD   -  DUGWAY PROVING GROUND SW (2017)
 LP0538
 LP0538                         *CURRENT SURVEY CONTROL
 LP0538  ______________________________________________________________________
 LP0538* NAD 83(1994) POSITION- 40 06 13.99152(N) 113 09 38.73360(W)   ADJUSTED
 LP0538  ______________________________________________________________________
 LP0538  GEOID HEIGHT    -        -18.901 (meters)                     GEOID18
 LP0538  LAPLACE CORR    -          1.84  (seconds)                    DEFLEC18
 LP0538  HORZ ORDER      -  THIRD
 LP0538
 LP0538.The horizontal coordinates were established by classical geodetic methods
 LP0538.and adjusted by the National Geodetic Survey in November 1997.
 LP0538
 LP0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0538.GEOID18 height accuracy estimate available here.
 LP0538
 LP0538.Click photographs - Photos may exist for this station.
 LP0538
 LP0538.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0538
 LP0538. The following values were computed from the NAD 83(1994) position.
 LP0538
 LP0538;                    North         East     Units Scale Factor Converg.
 LP0538;SPC UT C     - 2,197,879.831   358,417.413   MT  0.99990980   -1 03 49.8
 LP0538;SPC UT C     - 7,210,877.41  1,175,907.80   sFT  0.99990980   -1 03 49.8
 LP0538;UTM  12      - 4,441,525.341   315,830.529   MT  1.00001756   -1 23 32.3
 LP0538
 LP0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK1583041525(NAD 83)
 LP0538
 LP0538                          SUPERSEDED SURVEY CONTROL
 LP0538
 LP0538  NAD 83(1986)-  40 06 13.98306(N)    113 09 38.72026(W) AD(       ) 3
 LP0538  NAD 27      -  40 06 14.19650(N)    113 09 35.80160(W) AD(       ) 3
 LP0538
 LP0538.Superseded values are not recommended for survey control.
 LP0538
 LP0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0538.See file dsdata.pdf to determine how the superseded data were derived.
 LP0538
 LP0538_MARKER: 55 = TOWER
 LP0538
 LP0538  HISTORY     - Date     Condition        Report By
 LP0538  HISTORY     - 1965     FIRST OBSERVED   CGS
 LP0538
 LP0538                          STATION DESCRIPTION
 LP0538
 LP0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0538'THE STATION IS A 100 FOOT STEEL TOWER WHICH IS PAINTED RED
 LP0538'AND WHITE.  THE POINT OF INTERSECTION IS THE RED LIGHT ON
 LP0538'TOP.
 LP0538'
 LP0538'TO REACH THE STATION FROM THE DITTO TECHNICAL CENTER AT
 LP0538'DUGWAY, GO WEST FOR 1.8 MILES TO A GUARD GATE AND A FORK.
 LP0538'TAKE THE LEFT FORK AND GO SOUTHWEST ALONG STARK ROAD FOR 8.0
 LP0538'MILES TO THE 300 FOOT ASG TOWER ON THE RIGHT.  FROM THIS
 LP0538'TOWER PROCEED ON A BEARING OF 225 DEGREES FOR 2 MILES TO
 LP0538'THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0540 ***********************************************************************
 LP0540  DESIGNATION -  DUGWAY ASG 6 MILE TOWER
 LP0540  PID         -  LP0540
 LP0540  STATE/COUNTY-  UT/TOOELE
 LP0540  COUNTRY     -  US
 LP0540  USGS QUAD   -  DUGWAY PROVING GROUND SW (2017)
 LP0540
 LP0540                         *CURRENT SURVEY CONTROL
 LP0540  ______________________________________________________________________
 LP0540* NAD 83(1994) POSITION- 40 03 46.22959(N) 113 12 50.36716(W)   ADJUSTED
 LP0540  ______________________________________________________________________
 LP0540  GEOID HEIGHT    -        -18.976 (meters)                     GEOID18
 LP0540  LAPLACE CORR    -          1.53  (seconds)                    DEFLEC18
 LP0540  HORZ ORDER      -  THIRD
 LP0540
 LP0540.The horizontal coordinates were established by classical geodetic methods
 LP0540.and adjusted by the National Geodetic Survey in November 1997.
 LP0540
 LP0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0540.GEOID18 height accuracy estimate available here.
 LP0540
 LP0540.Click photographs - Photos may exist for this station.
 LP0540
 LP0540.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0540
 LP0540. The following values were computed from the NAD 83(1994) position.
 LP0540
 LP0540;                    North         East     Units Scale Factor Converg.
 LP0540;SPC UT C     - 2,193,409.217   353,792.559   MT  0.99990671   -1 05 52.6
 LP0540;SPC UT C     - 7,196,210.07  1,160,734.42   sFT  0.99990671   -1 05 52.6
 LP0540;UTM  12      - 4,437,080.740   311,179.602   MT  1.00003892   -1 25 31.5
 LP0540
 LP0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK1117937080(NAD 83)
 LP0540
 LP0540                          SUPERSEDED SURVEY CONTROL
 LP0540
 LP0540  NAD 83(1986)-  40 03 46.22067(N)    113 12 50.35420(W) AD(       ) 3
 LP0540  NAD 27      -  40 03 46.43092(N)    113 12 47.43319(W) AD(       ) 3
 LP0540
 LP0540.Superseded values are not recommended for survey control.
 LP0540
 LP0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0540.See file dsdata.pdf to determine how the superseded data were derived.
 LP0540
 LP0540_MARKER: 56 = SKELETON TOWER
 LP0540
 LP0540  HISTORY     - Date     Condition        Report By
 LP0540  HISTORY     - 1965     FIRST OBSERVED   CGS
 LP0540
 LP0540                          STATION DESCRIPTION
 LP0540
 LP0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0540'THE STATION IS A 100 FOOT STEEL TOWER WHICH IS PAINTED RED
 LP0540'AND WHITE.  THE POINT OF INTERSECTION IS THE RED LIGHT ON
 LP0540'TOP.
 LP0540'
 LP0540'TO REACH THE STATION FROM THE DITTO TECHNICAL CENTER AT
 LP0540'DUGWAY, GO WEST FOR 1.8 MILES TO A GUARD GATE AND A FORK.
 LP0540'TAKE THE LEFT FORK AND GO SOUTHWEST ALONG STARK ROAD FOR
 LP0540'8.0 MILES TO THE 300 FOOT ASG TOWER ON THE RIGHT.  FROM
 LP0540'THIS TOWER PROCEED ON A BEARING OF 225 DEGREES FOR 6 MILES
 LP0540'TO THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0536 ***********************************************************************
 LP0536  DESIGNATION -  DUGWAY ASG TOWER
 LP0536  PID         -  LP0536
 LP0536  STATE/COUNTY-  UT/TOOELE
 LP0536  COUNTRY     -  US
 LP0536  USGS QUAD   -  DUGWAY PROVING GROUND SW (2017)
 LP0536
 LP0536                         *CURRENT SURVEY CONTROL
 LP0536  ______________________________________________________________________
 LP0536* NAD 83(1994) POSITION- 40 07 29.21334(N) 113 08 01.03422(W)   ADJUSTED
 LP0536  ______________________________________________________________________
 LP0536  GEOID HEIGHT    -        -18.834 (meters)                     GEOID18
 LP0536  LAPLACE CORR    -          2.21  (seconds)                    DEFLEC18
 LP0536  HORZ ORDER      -  THIRD
 LP0536
 LP0536.The horizontal coordinates were established by classical geodetic methods
 LP0536.and adjusted by the National Geodetic Survey in November 1997.
 LP0536
 LP0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0536.GEOID18 height accuracy estimate available here.
 LP0536
 LP0536.Click photographs - Photos may exist for this station.
 LP0536
 LP0536.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0536
 LP0536. The following values were computed from the NAD 83(1994) position.
 LP0536
 LP0536;                    North         East     Units Scale Factor Converg.
 LP0536;SPC UT C     - 2,200,156.738   360,773.145   MT  0.99991158   -1 02 47.3
 LP0536;SPC UT C     - 7,218,347.56  1,183,636.56   sFT  0.99991158   -1 02 47.3
 LP0536;UTM  12      - 4,443,788.926   318,199.524   MT  1.00000689   -1 22 31.4
 LP0536
 LP0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK1819943788(NAD 83)
 LP0536
 LP0536                          SUPERSEDED SURVEY CONTROL
 LP0536
 LP0536  NAD 83(1986)-  40 07 29.20513(N)    113 08 01.02153(W) AD(       ) 3
 LP0536  NAD 27      -  40 07 29.42320(N)    113 07 58.09846(W) AD(       ) 3
 LP0536
 LP0536.Superseded values are not recommended for survey control.
 LP0536
 LP0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0536.See file dsdata.pdf to determine how the superseded data were derived.
 LP0536
 LP0536_MARKER: 55 = TOWER
 LP0536
 LP0536  HISTORY     - Date     Condition        Report By
 LP0536  HISTORY     - 1965     FIRST OBSERVED   CGS
 LP0536
 LP0536                          STATION DESCRIPTION
 LP0536
 LP0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0536'THE STATION IS A 300 FOOT STEEL TOWER WHICH IS PAINTED RED
 LP0536'AND WHITE.  THE POINT OF INTERSECTION IS THE RED LIGHT ON
 LP0536'TOP.
 LP0536'
 LP0536'TO REACH THE STATION FROM THE DITTO TECHNICAL CENTER AT
 LP0536'DUGWAY, GO WEST FOR 1.8 MILES TO A GUARD GATE AND A FORK.
 LP0536'TAKE THE LEFT FORK AND GO SOUTHWEST ALONG STARK ROAD FOR 8
 LP0536'MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT FOR ABOUT
 LP0536'0.25 MILE TO THE TOWER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0527 ***********************************************************************
 LP0527  DESIGNATION -  DUGWAY BAKER AREA WATER TANK
 LP0527  PID         -  LP0527
 LP0527  STATE/COUNTY-  UT/TOOELE
 LP0527  COUNTRY     -  US
 LP0527  USGS QUAD   -  DUGWAY PROVING GROUND NE (2017)
 LP0527
 LP0527                         *CURRENT SURVEY CONTROL
 LP0527  ______________________________________________________________________
 LP0527* NAD 83(1994) POSITION- 40 11 12.29876(N) 113 02 46.59959(W)   ADJUSTED
 LP0527  ______________________________________________________________________
 LP0527  GEOID HEIGHT    -        -18.673 (meters)                     GEOID18
 LP0527  LAPLACE CORR    -          2.47  (seconds)                    DEFLEC18
 LP0527  HORZ ORDER      -  THIRD
 LP0527
 LP0527.The horizontal coordinates were established by classical geodetic methods
 LP0527.and adjusted by the National Geodetic Survey in November 1997.
 LP0527
 LP0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0527.GEOID18 height accuracy estimate available here.
 LP0527
 LP0527.Click photographs - Photos may exist for this station.
 LP0527
 LP0527.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0527
 LP0527. The following values were computed from the NAD 83(1994) position.
 LP0527
 LP0527;                    North         East     Units Scale Factor Converg.
 LP0527;SPC UT C     - 2,206,903.598   368,335.205   MT  0.99991762   -0 59 25.8
 LP0527;SPC UT C     - 7,240,482.89  1,208,446.42   sFT  0.99991762   -0 59 25.8
 LP0527;UTM  12      - 4,450,492.680   325,800.846   MT  0.99997357   -1 19 14.7
 LP0527
 LP0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK2580050492(NAD 83)
 LP0527
 LP0527                          SUPERSEDED SURVEY CONTROL
 LP0527
 LP0527  NAD 83(1986)-  40 11 12.29068(N)    113 02 46.58851(W) AD(       ) 3
 LP0527  NAD 27      -  40 11 12.50555(N)    113 02 43.68000(W) AD(       ) 3
 LP0527
 LP0527.Superseded values are not recommended for survey control.
 LP0527
 LP0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0527.See file dsdata.pdf to determine how the superseded data were derived.
 LP0527
 LP0527_MARKER: 53 = ELEVATED TANK
 LP0527
 LP0527  HISTORY     - Date     Condition        Report By
 LP0527  HISTORY     - 1965     FIRST OBSERVED   CGS
 LP0527
 LP0527                          STATION DESCRIPTION
 LP0527
 LP0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0527'THE STATION IS A LARGE STEEL WATER TANK ABOUT 126 FEET HIGH.
 LP0527'IT IS PAINTED RED AND WHITE AND SUPPORTED BY 4 LEGS.  THE
 LP0527'POINT OF INTERSECTION IS THE TOP AND CENTER OF THE TANK.
 LP0527'
 LP0527'TO REACH THE STATION FROM THE DITTO TECHNICAL CENTER AT
 LP0527'DUGWAY GO WEST FOR 1.8 MILES TO A GUARD GATE AND A FORK.
 LP0527'TAKE THE RIGHT FORK 5.9 MILES TO THE BAKER AREA AND THE WATER
 LP0527'TANK IN A FENCED AREA ABOUT 100 FEET NORTH OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0478 ***********************************************************************
 LP0478  DESIGNATION -  DUGWAY CHARLIE AREA WATER TANK
 LP0478  PID         -  LP0478
 LP0478  STATE/COUNTY-  UT/TOOELE
 LP0478  COUNTRY     -  US
 LP0478  USGS QUAD   -  CAMELS BACK RIDGE NW (2017)
 LP0478
 LP0478                         *CURRENT SURVEY CONTROL
 LP0478  ______________________________________________________________________
 LP0478* NAD 83(1994) POSITION- 40 09 58.18231(N) 112 53 23.02783(W)   ADJUSTED
 LP0478  ______________________________________________________________________
 LP0478  GEOID HEIGHT    -        -18.502 (meters)                     GEOID18
 LP0478  LAPLACE CORR    -          3.90  (seconds)                    DEFLEC18
 LP0478  HORZ ORDER      -  THIRD
 LP0478
 LP0478.The horizontal coordinates were established by classical geodetic methods
 LP0478.and adjusted by the National Geodetic Survey in June 1998.
 LP0478
 LP0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0478.GEOID18 height accuracy estimate available here.
 LP0478
 LP0478.Click photographs - Photos may exist for this station.
 LP0478
 LP0478.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0478
 LP0478. The following values were computed from the NAD 83(1994) position.
 LP0478
 LP0478;                    North         East     Units Scale Factor Converg.
 LP0478;SPC UT C     - 2,204,399.244   381,628.518   MT  0.99991549   -0 53 24.8
 LP0478;SPC UT C     - 7,232,266.52  1,252,059.56   sFT  0.99991549   -0 53 24.8
 LP0478;UTM  12      - 4,447,911.828   339,079.923   MT  0.99991878   -1 13 08.9
 LP0478
 LP0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK3907947911(NAD 83)
 LP0478
 LP0478                          SUPERSEDED SURVEY CONTROL
 LP0478
 LP0478  NAD 83(1986)-  40 09 58.17540(N)    112 53 23.01551(W) AD(       ) 3
 LP0478  NAD 27      -  40 09 58.38637(N)    112 53 20.12435(W) AD(       ) 3
 LP0478
 LP0478.Superseded values are not recommended for survey control.
 LP0478
 LP0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0478.See file dsdata.pdf to determine how the superseded data were derived.
 LP0478
 LP0478_MARKER: 53 = ELEVATED TANK
 LP0478
 LP0478  HISTORY     - Date     Condition        Report By
 LP0478  HISTORY     - 1965     FIRST OBSERVED   CGS
 LP0478
 LP0478                          STATION DESCRIPTION
 LP0478
 LP0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0478'THE STATION IS A LARGE STEEL WATER TANK ABOUT 114 FEET HIGH.
 LP0478'IT IS PAINTED RED AND WHITE AND SUPPORTED BY 4 LEGS.  THE
 LP0478'POINT OF INTERSECTION IS THE TOP AND CENTER OF THE TANK.
 LP0478'
 LP0478'TO REACH THE STATION FROM THE INTERSECTION OF STARK ROAD AND
 LP0478'SIMPSON SPRINGS ROAD IN THE DITTO TECHNICAL CENTER AT DUGWAY,
 LP0478'GO SOUTHEAST ALONG SIMPSON SPRINGS ROAD FOR 2.3 MILES TO AN
 LP0478'INTERSECTION.  TURN LEFT AND GO NORTHEAST FOR 0.1 MILE TO A
 LP0478'GUARD GATE.  THE TANK IS 0.1 MILE SOUTHEAST OF THE GUARD GATE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0476 ***********************************************************************
 LP0476  DESIGNATION -  DUGWAY DOG AREA E WATER TANK
 LP0476  PID         -  LP0476
 LP0476  STATE/COUNTY-  UT/TOOELE
 LP0476  COUNTRY     -  US
 LP0476  USGS QUAD   -  CAMELS BACK RIDGE NW (2017)
 LP0476
 LP0476                         *CURRENT SURVEY CONTROL
 LP0476  ______________________________________________________________________
 LP0476* NAD 83(1994) POSITION- 40 10 50.13956(N) 112 55 19.42231(W)   ADJUSTED
 LP0476  ______________________________________________________________________
 LP0476  GEOID HEIGHT    -        -18.537 (meters)                     GEOID18
 LP0476  LAPLACE CORR    -          3.24  (seconds)                    DEFLEC18
 LP0476  HORZ ORDER      -  THIRD
 LP0476
 LP0476.The horizontal coordinates were established by classical geodetic methods
 LP0476.and adjusted by the National Geodetic Survey in June 1998.
 LP0476
 LP0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0476.GEOID18 height accuracy estimate available here.
 LP0476
 LP0476.Click photographs - Photos may exist for this station.
 LP0476
 LP0476.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0476
 LP0476. The following values were computed from the NAD 83(1994) position.
 LP0476
 LP0476;                    North         East     Units Scale Factor Converg.
 LP0476;SPC UT C     - 2,206,044.757   378,900.334   MT  0.99991697   -0 54 39.4
 LP0476;SPC UT C     - 7,237,665.17  1,243,108.85   sFT  0.99991697   -0 54 39.4
 LP0476;UTM  12      - 4,449,573.000   336,361.216   MT  0.99992964   -1 14 25.4
 LP0476
 LP0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK3636149573(NAD 83)
 LP0476
 LP0476                          SUPERSEDED SURVEY CONTROL
 LP0476
 LP0476  NAD 83(1986)-  40 10 50.13222(N)    112 55 19.41059(W) AD(       ) 3
 LP0476  NAD 27      -  40 10 50.34527(N)    112 55 16.51473(W) AD(       ) 3
 LP0476
 LP0476.Superseded values are not recommended for survey control.
 LP0476
 LP0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0476.See file dsdata.pdf to determine how the superseded data were derived.
 LP0476
 LP0476_MARKER: 53 = ELEVATED TANK
 LP0476
 LP0476  HISTORY     - Date     Condition        Report By
 LP0476  HISTORY     - 1965     FIRST OBSERVED   CGS
 LP0476
 LP0476                          STATION DESCRIPTION
 LP0476
 LP0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0476'THE STATION IS A LARGE STEEL WATER TANK ABOUT 132 FEET HIGH.
 LP0476'IT IS PAINTED RED AND WHITE AND SUPPORTED BY 6 LEGS.  THE
 LP0476'POINT OF INTERSECTION IS THE TOP AND CENTER OF THE TANK.
 LP0476'
 LP0476'TO REACH THE STATION FROM THE INTERSECTION OF STARK ROAD
 LP0476'AND SIMPSON SPRINGS ROAD IN THE DITTO TECHNICAL CENTER AT
 LP0476'DUGWAY GO WEST FOR 0.2 MILE, THENCE SOUTH ALONG THE FIRST
 LP0476'STREET EAST OF THE DOG AREA FOR 0.1 MILE TO THE WATER TANK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0471 ***********************************************************************
 LP0471  DESIGNATION -  DUGWAY DOG AREA W WATER TANK
 LP0471  PID         -  LP0471
 LP0471  STATE/COUNTY-  UT/TOOELE
 LP0471  COUNTRY     -  US
 LP0471  USGS QUAD   -  CAMELS BACK RIDGE NW (2017)
 LP0471
 LP0471                         *CURRENT SURVEY CONTROL
 LP0471  ______________________________________________________________________
 LP0471* NAD 83(1994) POSITION- 40 10 48.34455(N) 112 55 45.14009(W)   ADJUSTED
 LP0471  ______________________________________________________________________
 LP0471  GEOID HEIGHT    -        -18.549 (meters)                     GEOID18
 LP0471  LAPLACE CORR    -          3.03  (seconds)                    DEFLEC18
 LP0471  HORZ ORDER      -  THIRD
 LP0471
 LP0471.The horizontal coordinates were established by classical geodetic methods
 LP0471.and adjusted by the National Geodetic Survey in June 1998.
 LP0471
 LP0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0471.GEOID18 height accuracy estimate available here.
 LP0471
 LP0471.Click photographs - Photos may exist for this station.
 LP0471
 LP0471.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0471
 LP0471. The following values were computed from the NAD 83(1994) position.
 LP0471
 LP0471;                    North         East     Units Scale Factor Converg.
 LP0471;SPC UT C     - 2,205,999.100   378,291.148   MT  0.99991692   -0 54 55.9
 LP0471;SPC UT C     - 7,237,515.38  1,241,110.21   sFT  0.99991692   -0 54 55.9
 LP0471;UTM  12      - 4,449,530.846   335,751.769   MT  0.99993210   -1 14 42.0
 LP0471
 LP0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK3575149530(NAD 83)
 LP0471
 LP0471                          SUPERSEDED SURVEY CONTROL
 LP0471
 LP0471  NAD 83(1986)-  40 10 48.33724(N)    112 55 45.12838(W) AD(       ) 3
 LP0471  NAD 27      -  40 10 48.55007(N)    112 55 42.23194(W) AD(       ) 3
 LP0471
 LP0471.Superseded values are not recommended for survey control.
 LP0471
 LP0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0471.See file dsdata.pdf to determine how the superseded data were derived.
 LP0471
 LP0471_MARKER: 53 = ELEVATED TANK
 LP0471
 LP0471  HISTORY     - Date     Condition        Report By
 LP0471  HISTORY     - 1965     FIRST OBSERVED   CGS
 LP0471
 LP0471                          STATION DESCRIPTION
 LP0471
 LP0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0471'THE STATION IS A LARGE STEEL WATER TANK ABOUT 96 FEET HIGH.
 LP0471'IT IS PAINTED RED AND WHITE AND SUPPORTED BY 4 LEGS.  THE
 LP0471'POINT OF INTERSECTION IS THE TOP AND CENTER OF THE TANK.
 LP0471'
 LP0471'THE STATION IS LOCATED IN THE DITTO TECHNICAL CENTER AT DUGWAY.
 LP0471'IT IS ABOUT 500 FEET WEST OF THE INTERSECTION C STREET AND
 LP0471'4TH STREET ALONG THE WEST SIDE OF DOG AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0534 ***********************************************************************
 LP0534  DESIGNATION -  DUGWAY EAGLES NEST 1965
 LP0534  PID         -  LP0534
 LP0534  STATE/COUNTY-  UT/TOOELE
 LP0534  COUNTRY     -  US
 LP0534  USGS QUAD   -  DUGWAY PROVING GROUND SE (2017)
 LP0534
 LP0534                         *CURRENT SURVEY CONTROL
 LP0534  ______________________________________________________________________
 LP0534* NAD 83(1994) POSITION- 40 04 04.01287(N) 113 05 30.35050(W)   ADJUSTED
 LP0534* NAVD 88 ORTHO HEIGHT -  1332.    (meters)     4370.    (feet) VERTCON3
 LP0534  ______________________________________________________________________
 LP0534  GEOID HEIGHT    -        -18.850 (meters)                     GEOID18
 LP0534  LAPLACE CORR    -          2.41  (seconds)                    DEFLEC18
 LP0534  HORZ ORDER      -  SECOND
 LP0534
 LP0534.The horizontal coordinates were established by classical geodetic methods
 LP0534.and adjusted by the National Geodetic Survey in November 1997.
 LP0534
 LP0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0534
 LP0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0534.GEOID18 height accuracy estimate available here.
 LP0534
 LP0534.Click photographs - Photos may exist for this station.
 LP0534
 LP0534.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0534
 LP0534. The following values were computed from the NAD 83(1994) position.
 LP0534
 LP0534;                    North         East     Units Scale Factor Converg.
 LP0534;SPC UT C     - 2,193,764.902   364,227.412   MT  0.99990705   -1 01 10.7
 LP0534;SPC UT C     - 7,197,377.02  1,194,969.43   sFT  0.99990705   -1 01 10.7
 LP0534;UTM  12      - 4,437,376.840   321,617.447   MT  0.99999173   -1 20 48.5
 LP0534
 LP0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0534!SPC UT C     -   0.99979404  x   0.99990705  =   0.99970111
 LP0534!UTM  12      -   0.99979404  x   0.99999173  =   0.99978577
 LP0534
 LP0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK2161737376(NAD 83)
 LP0534
 LP0534                          SUPERSEDED SURVEY CONTROL
 LP0534
 LP0534  NAD 83(1986)-  40 04 04.00491(N)    113 05 30.33716(W) AD(       ) 2
 LP0534  NAD 27      -  40 04 04.21311(N)    113 05 27.42767(W) AD(       ) 2
 LP0534  NGVD 29 (07/19/86) 1331.     (m)         4367.     (f) VERT ANG       
 LP0534
 LP0534.Superseded values are not recommended for survey control.
 LP0534
 LP0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0534.See file dsdata.pdf to determine how the superseded data were derived.
 LP0534
 LP0534_MARKER: Z = SEE DESCRIPTION
 LP0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0534+STABILITY: SURFACE MOTION
 LP0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0534+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2011
 LP0534
 LP0534  HISTORY     - Date     Condition        Report By
 LP0534  HISTORY     - 1965     MONUMENTED       CGS
 LP0534  HISTORY     - 20111012 GOOD             JACOBS
 LP0534
 LP0534                          STATION DESCRIPTION
 LP0534
 LP0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0534'THE STATION IS MARKED BY A 1X1 INCH STEEL PLATE SET IN THE
 LP0534'TOP OF A 8 INCH ROUND CONCRETE MONUMENT.  IT IS ON THE TOP
 LP0534'OF A LOW KNOLL WHICH IS LOCALLY KNOWN AS EAGLES NEST.
 LP0534'
 LP0534'TO REACH THE STATION FROM THE DITTO TECHNICAL CENTER AT
 LP0534'DUGWAY GO WEST FOR 1.8 MILES TO A GUARD GATE AND A FORK.
 LP0534'TAKE THE LEFT FORK AND GO SOUTHWEST ALONG STARK ROAD FOR 6.5
 LP0534'MILES TO EAST DOWNWIND ROAD.  TURN LEFT AND GO 6.5 MILES TO
 LP0534'ROAD 102.  TAKE THE LEFT 1 OF 2 ROADS LEADING TO THE RIGHT
 LP0534'AND GO 0.7 MILE TO BASE ROAD.  TURN RIGHT ON BASE ROAD FOR
 LP0534'2.1 MILES TO AN INTERSECTION.  TURN RIGHT ON HIGHWAY 945
 LP0534'AND GO 2.7 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT FOR
 LP0534'ABOUT 0.2 MILE TO A LOW KNOLL.  PACK TO THE TOP AND THE
 LP0534'STATION.  IT IS ONLY A FEW FEET FROM TRAIL 945 SE AZIMUTH
 LP0534'MARK.
 LP0534
 LP0534                          STATION RECOVERY (2011)
 LP0534
 LP0534'RECOVERY NOTE BY JACOBS 2011 (TLS)
 LP0534'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0463 ***********************************************************************
 LP0463  DESIGNATION -  DUGWAY HALFWAY RADIO ANTENNA
 LP0463  PID         -  LP0463
 LP0463  STATE/COUNTY-  UT/TOOELE
 LP0463  COUNTRY     -  US
 LP0463  USGS QUAD   -  CAMELS BACK RIDGE NE (2017)
 LP0463
 LP0463                         *CURRENT SURVEY CONTROL
 LP0463  ______________________________________________________________________
 LP0463* NAD 83(1994) POSITION- 40 11 43.18090(N) 112 50 10.38495(W)   ADJUSTED
 LP0463  ______________________________________________________________________
 LP0463  GEOID HEIGHT    -        -18.297 (meters)                     GEOID18
 LP0463  LAPLACE CORR    -          6.33  (seconds)                    DEFLEC18
 LP0463  HORZ ORDER      -  THIRD
 LP0463
 LP0463.The horizontal coordinates were established by classical geodetic methods
 LP0463.and adjusted by the National Geodetic Survey in November 1997.
 LP0463
 LP0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0463.GEOID18 height accuracy estimate available here.
 LP0463
 LP0463.Click photographs - Photos may exist for this station.
 LP0463
 LP0463.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0463
 LP0463. The following values were computed from the NAD 83(1994) position.
 LP0463
 LP0463;                    North         East     Units Scale Factor Converg.
 LP0463;SPC UT C     - 2,207,567.727   386,234.473   MT  0.99991855   -0 51 21.4
 LP0463;SPC UT C     - 7,242,661.78  1,267,170.93   sFT  0.99991855   -0 51 21.4
 LP0463;UTM  12      - 4,451,053.775   343,703.970   MT  0.99990072   -1 11 07.2
 LP0463
 LP0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK4370351053(NAD 83)
 LP0463
 LP0463                          SUPERSEDED SURVEY CONTROL
 LP0463
 LP0463  NAD 83(1986)-  40 11 43.17414(N)    112 50 10.37353(W) AD(       ) 3
 LP0463  NAD 27      -  40 11 43.38511(N)    112 50 07.48479(W) AD(       ) 3
 LP0463
 LP0463.Superseded values are not recommended for survey control.
 LP0463
 LP0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0463.See file dsdata.pdf to determine how the superseded data were derived.
 LP0463
 LP0463_MARKER: 42 = RADIO/TV MAST
 LP0463
 LP0463  HISTORY     - Date     Condition        Report By
 LP0463  HISTORY     - 1965     FIRST OBSERVED   CGS
 LP0463
 LP0463                          STATION DESCRIPTION
 LP0463
 LP0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0463'THE STATION IS LOCATED ON THE TOP OF A PROMINENT HILL AT
 LP0463'THE DUGWAY PROVING GROUNDS.  IT IS ABOUT 5 MILES WEST OF
 LP0463'ENGLISH VILLAGE, 5 MILES EAST OF DITTO TECHNICAL CENTER AND
 LP0463'1/2 MILE SOUTH OF STARK ROAD.
 LP0463'
 LP0463'THE POINT OF INTERSECTION IS THE TOP AND CENTER OF THE MAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0542 ***********************************************************************
 LP0542  DESIGNATION -  DUGWAY HORIZONTAL GRID TOWER
 LP0542  PID         -  LP0542
 LP0542  STATE/COUNTY-  UT/TOOELE
 LP0542  COUNTRY     -  US
 LP0542  USGS QUAD   -  DUGWAY PROVING GROUND NW (2017)
 LP0542
 LP0542                         *CURRENT SURVEY CONTROL
 LP0542  ______________________________________________________________________
 LP0542* NAD 83(1994) POSITION- 40 12 36.72729(N) 113 10 38.48878(W)   ADJUSTED
 LP0542  ______________________________________________________________________
 LP0542  GEOID HEIGHT    -        -18.752 (meters)                     GEOID18
 LP0542  LAPLACE CORR    -          1.35  (seconds)                    DEFLEC18
 LP0542  HORZ ORDER      -  THIRD
 LP0542
 LP0542.The horizontal coordinates were established by classical geodetic methods
 LP0542.and adjusted by the National Geodetic Survey in November 1997.
 LP0542
 LP0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0542.GEOID18 height accuracy estimate available here.
 LP0542
 LP0542.Click photographs - Photos may exist for this station.
 LP0542
 LP0542.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0542
 LP0542. The following values were computed from the NAD 83(1994) position.
 LP0542
 LP0542;                    North         East     Units Scale Factor Converg.
 LP0542;SPC UT C     - 2,209,708.177   357,223.864   MT  0.99992022   -1 04 28.1
 LP0542;SPC UT C     - 7,249,684.24  1,171,991.96   sFT  0.99992022   -1 04 28.1
 LP0542;UTM  12      - 4,453,361.613   314,705.012   MT  1.00002267   -1 24 21.9
 LP0542
 LP0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK1470553361(NAD 83)
 LP0542
 LP0542                          SUPERSEDED SURVEY CONTROL
 LP0542
 LP0542  NAD 83(1986)-  40 12 36.71889(N)    113 10 38.47672(W) AD(       ) 3
 LP0542  NAD 27      -  40 12 36.93603(N)    113 10 35.55333(W) AD(       ) 3
 LP0542
 LP0542.Superseded values are not recommended for survey control.
 LP0542
 LP0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0542.See file dsdata.pdf to determine how the superseded data were derived.
 LP0542
 LP0542_MARKER: 55 = TOWER
 LP0542
 LP0542  HISTORY     - Date     Condition        Report By
 LP0542  HISTORY     - 1965     FIRST OBSERVED   CGS
 LP0542
 LP0542                          STATION DESCRIPTION
 LP0542
 LP0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0542'THE STATION IS A 100 FOOT STEEL TOWER WHICH IS PAINTED RED
 LP0542'AND WHITE.  THE POINT OF INTERSECTION IS THE RED LIGHT ON
 LP0542'TOP.
 LP0542'
 LP0542'TO REACH THE STATION FROM THE DITTO TECHNICAL CENTER AT DUGWAY,
 LP0542'GO WEST FOR 1.8 MILES TO A GUARD GATE AND ROAD FORK, TAKE THE
 LP0542'RIGHT FORK AND GO WESTERLY ON HORIZONTAL ROAD FOR 9.1 MILES
 LP0542'TO FORK (BURNS ROAD), CONTINUE NORTHWEST ON HORIZONTAL ROAD
 LP0542'FOR 2.75 MILES TO A SHARP LEFT TURN AND END OF HORIZONTAL
 LP0542'ROAD, TURN LEFT AND GO WEST FOR 0.25 MILE TO TOWER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0532 ***********************************************************************
 LP0532  DESIGNATION -  DUGWAY MET TOWER
 LP0532  PID         -  LP0532
 LP0532  STATE/COUNTY-  UT/TOOELE
 LP0532  COUNTRY     -  US
 LP0532  USGS QUAD   -  DUGWAY PROVING GROUND SE (2017)
 LP0532
 LP0532                         *CURRENT SURVEY CONTROL
 LP0532  ______________________________________________________________________
 LP0532* NAD 83(1994) POSITION- 40 03 32.09321(N) 113 03 38.07437(W)   ADJUSTED
 LP0532  ______________________________________________________________________
 LP0532  GEOID HEIGHT    -        -18.823 (meters)                     GEOID18
 LP0532  LAPLACE CORR    -          2.41  (seconds)                    DEFLEC18
 LP0532  HORZ ORDER      -  THIRD
 LP0532
 LP0532.The horizontal coordinates were established by classical geodetic methods
 LP0532.and adjusted by the National Geodetic Survey in November 1997.
 LP0532
 LP0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0532.GEOID18 height accuracy estimate available here.
 LP0532
 LP0532.Click photographs - Photos may exist for this station.
 LP0532
 LP0532.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0532
 LP0532. The following values were computed from the NAD 83(1994) position.
 LP0532
 LP0532;                    North         East     Units Scale Factor Converg.
 LP0532;SPC UT C     - 2,192,733.758   366,870.190   MT  0.99990644   -0 59 58.8
 LP0532;SPC UT C     - 7,193,994.00  1,203,639.95   sFT  0.99990644   -0 59 58.8
 LP0532;UTM  12      - 4,436,330.548   324,254.506   MT  0.99998024   -1 19 35.3
 LP0532
 LP0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK2425436330(NAD 83)
 LP0532
 LP0532                          SUPERSEDED SURVEY CONTROL
 LP0532
 LP0532  NAD 83(1986)-  40 03 32.08551(N)    113 03 38.06091(W) AD(       ) 3
 LP0532  NAD 27      -  40 03 32.29263(N)    113 03 35.15578(W) AD(       ) 3
 LP0532
 LP0532.Superseded values are not recommended for survey control.
 LP0532
 LP0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0532.See file dsdata.pdf to determine how the superseded data were derived.
 LP0532
 LP0532_MARKER: 55 = TOWER
 LP0532
 LP0532  HISTORY     - Date     Condition        Report By
 LP0532  HISTORY     - 1965     FIRST OBSERVED   CGS
 LP0532
 LP0532                          STATION DESCRIPTION
 LP0532
 LP0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0532'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF TRIANGULATION
 LP0532'STATION TRAIL 945 SE.
 LP0532'
 LP0532'ANYONE WISHING TO VISIT THIS STATION SHOULD SEE THE DUGWAY
 LP0532'ENGINEERS.  THE POINT OF INTERSECTION WAS A GREEN LIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0531 ***********************************************************************
 LP0531  DESIGNATION -  DUGWAY PHOTO POLE
 LP0531  PID         -  LP0531
 LP0531  STATE/COUNTY-  UT/TOOELE
 LP0531  COUNTRY     -  US
 LP0531  USGS QUAD   -  DUGWAY PROVING GROUND SE (2017)
 LP0531
 LP0531                         *CURRENT SURVEY CONTROL
 LP0531  ______________________________________________________________________
 LP0531* NAD 83(1994) POSITION- 40 03 33.49273(N) 113 03 38.14014(W)   ADJUSTED
 LP0531  ______________________________________________________________________
 LP0531  GEOID HEIGHT    -        -18.823 (meters)                     GEOID18
 LP0531  LAPLACE CORR    -          2.42  (seconds)                    DEFLEC18
 LP0531  HORZ ORDER      -  THIRD
 LP0531
 LP0531.The horizontal coordinates were established by classical geodetic methods
 LP0531.and adjusted by the National Geodetic Survey in November 1997.
 LP0531
 LP0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0531.GEOID18 height accuracy estimate available here.
 LP0531
 LP0531.Click photographs - Photos may exist for this station.
 LP0531
 LP0531.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0531
 LP0531. The following values were computed from the NAD 83(1994) position.
 LP0531
 LP0531;                    North         East     Units Scale Factor Converg.
 LP0531;SPC UT C     - 2,192,776.940   366,869.384   MT  0.99990646   -0 59 58.9
 LP0531;SPC UT C     - 7,194,135.68  1,203,637.30   sFT  0.99990646   -0 59 58.9
 LP0531;UTM  12      - 4,436,373.738   324,253.947   MT  0.99998024   -1 19 35.4
 LP0531
 LP0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK2425336373(NAD 83)
 LP0531
 LP0531                          SUPERSEDED SURVEY CONTROL
 LP0531
 LP0531  NAD 83(1986)-  40 03 33.48477(N)    113 03 38.12684(W) AD(       ) 3
 LP0531  NAD 27      -  40 03 33.69428(N)    113 03 35.22207(W) AD(       ) 3
 LP0531
 LP0531.Superseded values are not recommended for survey control.
 LP0531
 LP0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0531.See file dsdata.pdf to determine how the superseded data were derived.
 LP0531
 LP0531_MARKER: 61 = POLE
 LP0531
 LP0531  HISTORY     - Date     Condition        Report By
 LP0531  HISTORY     - 1965     FIRST OBSERVED   CGS
 LP0531
 LP0531                          STATION DESCRIPTION
 LP0531
 LP0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0531'THE STATION IS LOCATED ABOUT 1-3/4 MILES NORTH OF TRIANGULATION
 LP0531'STATION TRAIL 945 SE.
 LP0531'
 LP0531'ANYONE WISHING TO VISIT THIS STATION SHOULD SEE THE DUGWAY
 LP0531'ENGINEERS.  THE POINT OF INTERSECTION WAS A GREEN LIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0468 ***********************************************************************
 LP0468  DESIGNATION -  DUGWAY ROCKET TOWER
 LP0468  PID         -  LP0468
 LP0468  STATE/COUNTY-  UT/TOOELE
 LP0468  COUNTRY     -  US
 LP0468  USGS QUAD   -  CAMELS BACK RIDGE SW (2017)
 LP0468
 LP0468                         *CURRENT SURVEY CONTROL
 LP0468  ______________________________________________________________________
 LP0468* NAD 83(1994) POSITION- 40 06 22.09240(N) 112 59 06.25904(W)   ADJUSTED
 LP0468  ______________________________________________________________________
 LP0468  GEOID HEIGHT    -        -18.655 (meters)                     GEOID18
 LP0468  LAPLACE CORR    -          2.72  (seconds)                    DEFLEC18
 LP0468  HORZ ORDER      -  THIRD
 LP0468
 LP0468.The horizontal coordinates were established by classical geodetic methods
 LP0468.and adjusted by the National Geodetic Survey in June 1998.
 LP0468
 LP0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0468.GEOID18 height accuracy estimate available here.
 LP0468
 LP0468.Click photographs - Photos may exist for this station.
 LP0468
 LP0468.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0468
 LP0468. The following values were computed from the NAD 83(1994) position.
 LP0468
 LP0468;                    North         East     Units Scale Factor Converg.
 LP0468;SPC UT C     - 2,197,866.242   373,397.754   MT  0.99990999   -0 57 04.7
 LP0468;SPC UT C     - 7,210,832.83  1,225,055.80   sFT  0.99990999   -0 57 04.7
 LP0468;UTM  12      - 4,441,425.956   330,811.664   MT  0.99995239   -1 16 44.8
 LP0468
 LP0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK3081141425(NAD 83)
 LP0468
 LP0468                          SUPERSEDED SURVEY CONTROL
 LP0468
 LP0468  NAD 83(1986)-  40 06 22.08467(N)    112 59 06.24645(W) AD(       ) 3
 LP0468  NAD 27      -  40 06 22.29498(N)    112 59 03.33829(W) AD(       ) 3
 LP0468
 LP0468.Superseded values are not recommended for survey control.
 LP0468
 LP0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0468.See file dsdata.pdf to determine how the superseded data were derived.
 LP0468
 LP0468_MARKER: 55 = TOWER
 LP0468
 LP0468  HISTORY     - Date     Condition        Report By
 LP0468  HISTORY     - 1965     FIRST OBSERVED   CGS
 LP0468
 LP0468                          STATION DESCRIPTION
 LP0468
 LP0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0468'THE STATION IS A 300 FOOT STEEL TOWER WHICH IS PAINTED RED
 LP0468'AND WHITE.  THE POINT OF INTERSECTION IS THE RED LIGHT ON TOP.
 LP0468'
 LP0468'TO REACH THE STATION FROM THE DITTO TECHNICAL CENTER AT DUGWAY,
 LP0468'GO WEST FOR 1.8 MILES TO A GUARD GATE AND A FORK.  TAKE THE
 LP0468'LEFT FORK AND GO SOUTHWEST ALONG STARK ROAD FOR 2.35 MILES TO
 LP0468'AN INTERSECTION.  TURN LEFT AS PER SIGN TOWER GRID AND GO 1.2
 LP0468'MILES TO A FORK.  TAKE THE LEFT FORK AND GO SOUTH FOR 2.3 MILES
 LP0468'TO THE TOWER GRID BUILDINGS ON THE LEFT.  TURN RIGHT FOR ABOUT
 LP0468'0.05 MILE TO THE TOWER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0551 ***********************************************************************
 LP0551  DESIGNATION -  DUGWAY V GRID TOWER
 LP0551  PID         -  LP0551
 LP0551  STATE/COUNTY-  UT/TOOELE
 LP0551  COUNTRY     -  US
 LP0551  USGS QUAD   -  GRANITE PEAK (2017)
 LP0551
 LP0551                         *CURRENT SURVEY CONTROL
 LP0551  ______________________________________________________________________
 LP0551* NAD 83(1994) POSITION- 40 12 44.42838(N) 113 16 37.42720(W)   ADJUSTED
 LP0551  ______________________________________________________________________
 LP0551  GEOID HEIGHT    -        -18.796 (meters)                     GEOID18
 LP0551  LAPLACE CORR    -          1.12  (seconds)                    DEFLEC18
 LP0551  HORZ ORDER      -  THIRD
 LP0551
 LP0551.The horizontal coordinates were established by classical geodetic methods
 LP0551.and adjusted by the National Geodetic Survey in November 1997.
 LP0551
 LP0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0551.GEOID18 height accuracy estimate available here.
 LP0551
 LP0551.Click photographs - Photos may exist for this station.
 LP0551
 LP0551.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0551
 LP0551. The following values were computed from the NAD 83(1994) position.
 LP0551
 LP0551;                    North         East     Units Scale Factor Converg.
 LP0551;SPC UT C     - 2,210,109.530   348,742.802   MT  0.99992046   -1 08 18.1
 LP0551;SPC UT C     - 7,251,001.02  1,144,167.01   sFT  0.99992046   -1 08 18.1
 LP0551;UTM  12      - 4,453,812.145   306,225.384   MT  1.00006224   -1 28 14.1
 LP0551
 LP0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK0622553812(NAD 83)
 LP0551
 LP0551                          SUPERSEDED SURVEY CONTROL
 LP0551
 LP0551  NAD 83(1986)-  40 12 44.41983(N)    113 16 37.41525(W) AD(       ) 3
 LP0551  NAD 27      -  40 12 44.63849(N)    113 16 34.48098(W) AD(       ) 3
 LP0551
 LP0551.Superseded values are not recommended for survey control.
 LP0551
 LP0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0551.See file dsdata.pdf to determine how the superseded data were derived.
 LP0551
 LP0551_MARKER: 55 = TOWER
 LP0551
 LP0551  HISTORY     - Date     Condition        Report By
 LP0551  HISTORY     - 1965     FIRST OBSERVED   CGS
 LP0551
 LP0551                          STATION DESCRIPTION
 LP0551
 LP0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0551'THE STATION IS A 165 FOOT TOWER WHICH IS PAINTED RED AND WHITE.
 LP0551'THE POINT OF INTERSECTION IS THE RED LIGHT ON THE TOP.
 LP0551'
 LP0551'TO REACH THE STATION FROM THE DITTO TECHNICAL CENTER AT
 LP0551'DUGWAY GO WEST FOR 1.8 MILES TO A GUARD GATE AND A FORK.
 LP0551'TAKE THE LEFT FORK AND FOLLOW STARK ROAD WEST FOR 18 MILES
 LP0551'TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE ALONG THE MAIN
 LP0551'GRAVELED ROAD 0.65 MILE TO 5 FORKS.  TAKE THE NORTH FORK AND
 LP0551'GO ABOUT 2 MILES TO THE TOWER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0765 ***********************************************************************
 MS0765  DESIGNATION -  DUNN
 MS0765  PID         -  MS0765
 MS0765  STATE/COUNTY-  UT/BOX ELDER
 MS0765  COUNTRY     -  US
 MS0765  USGS QUAD   -  STANDROD (2017)
 MS0765
 MS0765                         *CURRENT SURVEY CONTROL
 MS0765  ______________________________________________________________________
 MS0765* NAD 83(1994) POSITION- 41 54 17.38103(N) 113 23 19.70751(W)   ADJUSTED
 MS0765* NAVD 88 ORTHO HEIGHT -  3027.0   (meters)     9931.    (feet) VERTCON3
 MS0765  ______________________________________________________________________
 MS0765  GEOID HEIGHT    -        -14.284 (meters)                     GEOID18
 MS0765  LAPLACE CORR    -          5.84  (seconds)                    DEFLEC18
 MS0765  HORZ ORDER      -  SECOND
 MS0765
 MS0765.The horizontal coordinates were established by classical geodetic methods
 MS0765.and adjusted by the National Geodetic Survey in November 1997.
 MS0765
 MS0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0765
 MS0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0765.GEOID18 height accuracy estimate available here.
 MS0765
 MS0765.Click photographs - Photos may exist for this station.
 MS0765
 MS0765.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0765
 MS0765. The following values were computed from the NAD 83(1994) position.
 MS0765
 MS0765;                    North         East     Units Scale Factor Converg.
 MS0765;SPC UT N     - 1,176,225.876   343,286.780   MT  1.00002198   -1 14 43.4
 MS0765;SPC UT N     - 3,859,001.06  1,126,266.71   sFT  1.00002198   -1 14 43.4
 MS0765;UTM  12      - 4,641,969.006   301,863.822   MT  1.00008310   -1 35 45.6
 MS0765
 MS0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0765!SPC UT N     -   0.99952770  x   1.00002198  =   0.99954967
 MS0765!UTM  12      -   0.99952770  x   1.00008310  =   0.99961076
 MS0765
 MS0765:                Primary Azimuth Mark                     Grid Az
 MS0765:SPC UT N     -  ELBA                                     345 30 56.6
 MS0765:UTM  12      -  ELBA                                     345 51 58.8
 MS0765
 MS0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM0186341969(NAD 83)
 MS0765
 MS0765|---------------------------------------------------------------------|
 MS0765| PID    Reference Object                     Distance      Geod. Az  |
 MS0765|                                                           dddmmss.s |
 MS0765| CM5521 DUNN RM 1                                          01650     |
 MS0765| CM5522 DUNN RM 3                            16.696 METERS 28135     |
 MS0765| NU1707 ELBA                                APPROX.32.2 KM 3441613.2 |
 MS0765|---------------------------------------------------------------------|
 MS0765
 MS0765                          SUPERSEDED SURVEY CONTROL
 MS0765
 MS0765  NAD 83(1986)-  41 54 17.37196(N)    113 23 19.69846(W) AD(       ) 2
 MS0765  NAD 27      -  41 54 17.66490(N)    113 23 16.69994(W) AD(       ) 2
 MS0765  NGVD 29 (07/19/86) 3025.6    (m)         9926.     (f) VERT ANG       
 MS0765
 MS0765.Superseded values are not recommended for survey control.
 MS0765
 MS0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0765.See file dsdata.pdf to determine how the superseded data were derived.
 MS0765
 MS0765_MARKER: DD = SURVEY DISK
 MS0765_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0765+WITH SETTING: INFORMATION.
 MS0765_STAMPING: DUNN 1957 1968
 MS0765_MARK LOGO: USGS
 MS0765_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0765
 MS0765  HISTORY     - Date     Condition        Report By
 MS0765  HISTORY     - 1957     MONUMENTED       USGS
 MS0765  HISTORY     - 1968     GOOD             USGS
 MS0765  HISTORY     - 20190823 GOOD             GEOCAC
 MS0765
 MS0765                          STATION DESCRIPTION
 MS0765
 MS0765'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 MS0765'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 41113-1,
 MS0765'STATION 1005.
 MS0765'LOCATED ABOUT 8.0 MI. SSW. OF NAF, IDAHO, 7.0 MI. NNE. OF ROSETTE,
 MS0765'UTAH, ON THE MAIN BACKBONE OF RAFT RIVER MOUNTAIN.
 MS0765'TO REACH FROM STREVELL, IDAHO, GO N. ON U.S. 30S FOR 0.4 MI. TO A
 MS0765'T-RD., TURN LEFT AND GO 3.2 MI. TO A T-RD., TURN LEFT AND GO 2.9 MI.,
 MS0765'BEAR RIGHT AND GO 0.5 MI. TO T-RD. TO RANCH, TURN RIGHT AND GO 0.3 MI.
 MS0765'TO T-RD. AT RANCH HOUSE, TURN RIGHT PASSING THRU GATE AND GO 0.4 MI.
 MS0765'TO Y-RD., TAKE LEFT FORK AND GO 0.1 MI. TO Y-RD., TURN LEFT UPHILL FOR
 MS0765'5.3 MI. TO A Y-RD., TAKE LEFT FORK FOR 2.4 MI. TO A Y-RD., TURN LEFT
 MS0765'AND GO 1.2 MI. TO A RD. FORK, CONTINUE STRAIGHT ON THIS RD. FOR 1.2
 MS0765'MI. TO ROUND BALD TOP AND STATION.
 MS0765'STATION MARK--A STANDARD USGS STATION MARK TABLET STAMPED---DUNN 1957
 MS0765'1968---, SET ON A COPPERWELD ROD ABOUT LEVEL WITH THE GROUND.
 MS0765'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 MS0765'1957---, CEMENTED IN SOLID ROCK OUTCROP.
 MS0765'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER - NOT SEARCHED FOR.
 MS0765'REFERENCE MARK NO. 3--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 MS0765'---NO 3 1968---, SET ON A COPPERWELD ROD.
 MS0765
 MS0765                          STATION RECOVERY (1968)
 MS0765
 MS0765'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JAB)
 MS0765'NO TEXT AVAILABLE.
 MS0765
 MS0765                          STATION RECOVERY (2019)
 MS0765
 MS0765'RECOVERY NOTE BY GEOCACHING 2019 (DG)
 MS0765'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AB5957 ***********************************************************************
 AB5957  DESIGNATION -  DURO
 AB5957  PID         -  AB5957
 AB5957  STATE/COUNTY-  UT/BOX ELDER
 AB5957  COUNTRY     -  US
 AB5957  USGS QUAD   -  RIVERSIDE (2017)
 AB5957
 AB5957                         *CURRENT SURVEY CONTROL
 AB5957  ______________________________________________________________________
 AB5957* NAD 83(1994) POSITION- 41 51 55.47321(N) 112 14 46.08505(W)   ADJUSTED
 AB5957* NAVD 88 ORTHO HEIGHT -  1998.2   (meters)     6556.    (feet) VERTCON3
 AB5957  ______________________________________________________________________
 AB5957  GEOID HEIGHT    -        -14.932 (meters)                     GEOID18
 AB5957  LAPLACE CORR    -         -7.65  (seconds)                    DEFLEC18
 AB5957  HORZ ORDER      -  THIRD
 AB5957
 AB5957.The horizontal coordinates were established by classical geodetic methods
 AB5957.and adjusted by the National Geodetic Survey in November 1997.
 AB5957
 AB5957.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB5957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB5957
 AB5957.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5957.GEOID18 height accuracy estimate available here.
 AB5957
 AB5957.Click photographs - Photos may exist for this station.
 AB5957
 AB5957.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB5957
 AB5957. The following values were computed from the NAD 83(1994) position.
 AB5957
 AB5957;                    North         East     Units Scale Factor Converg.
 AB5957;SPC UT N     - 1,170,410.218   438,051.947   MT  1.00001435   -0 29 31.1
 AB5957;SPC UT N     - 3,839,920.86  1,437,175.43   sFT  1.00001435   -0 29 31.1
 AB5957;UTM  12      - 4,635,583.575   396,579.993   MT  0.99973161   -0 49 54.2
 AB5957
 AB5957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5957!SPC UT N     -   0.99968903  x   1.00001435  =   0.99970338
 AB5957!UTM  12      -   0.99968903  x   0.99973161  =   0.99942073
 AB5957
 AB5957_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9657935583(NAD 83)
 AB5957
 AB5957                          SUPERSEDED SURVEY CONTROL
 AB5957
 AB5957  NAD 83(1993)-  41 51 55.47048(N)    112 14 46.07722(W) AD(       ) 3
 AB5957  NAD 83(1986)-  41 51 55.46770(N)    112 14 46.07175(W) AD(       ) 3
 AB5957  NGVD 29 (08/09/96) 1997.1    (m)         6552.     (f) VERT ANG       
 AB5957
 AB5957.Superseded values are not recommended for survey control.
 AB5957
 AB5957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5957.See file dsdata.pdf to determine how the superseded data were derived.
 AB5957
 AB5957_MARKER: Z = SEE DESCRIPTION
 AB5957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5957
 AB5957  HISTORY     - Date     Condition        Report By
 AB5957  HISTORY     - 1963     MONUMENTED       USGS
 AB5957
 AB5957                          STATION DESCRIPTION
 AB5957
 AB5957'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AB5957'LOCATED 7 MI. NW. OF RIVERSIDE, 5.2 MI. WSW. OF PLYMOUTH, AND 1.5 MI.
 AB5957'S. OF JOHNSON CANYON, ON THE HIGHEST POINT OF A PROMINENT, GRASSY TOP.
 AB5957'TO REACH FROM AMERICAN SERVICE STATION IN PLYMOUTH, GO NW. ON U.S.
 AB5957'HIGHWAY 191, 0.8 MI. TO GRAVELED RD., TURN LEFT (W.) FOR 2.5 MI. TO
 AB5957'RIGHT ANGLE, TURN RIGHT ON GRAVELED RD. AND FIELD RD. STRAIGHT AHEAD,
 AB5957'CONTINUE AHEAD FOR FEW FEET, THENCE LEFT ON FIELD RD. 0.8 MI. TO GATE,
 AB5957'CONTINUE STRAIGHT 0.7 MI. TO DIM RD. KEEPING N. OF E-W. FENCE TO CROSS
 AB5957'FENCE AND GATE, PASS THRU GATE AND FOLLOW DIM RD. TO TOP OF RIDGE AND
 AB5957'THENCE S. ALONG RIDGE TO HIGHEST POINT OF TOP AND STATION (2.5 MI.).
 AB5957'STATION MARK--STANDARD TABLET STAMPED---DURO 1963---, SET IN TOP OF
 AB5957'CONCRETE POST 0.1 FT. BELOW SURFACE OF GROUND.
 AB5957'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 AB5957'1963---, SET IN TOP OF CONCRETE POST PROJECTING 0.2 FT. ABOVE GROUND,
 AB5957'17.49 FT. FROM STATION 333 DEGREES NE 25 MINUTES 45 SECONDS.
 AB5957'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 AB5957'1963---, SET IN TOP OF CONCRETE POST PROJECTING 0.2 FT. ABOVE GROUND,
 AB5957'25.46 FT. FROM STATION 230 DEGREES SW 03 MINUTES 41 SECONDS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0568 ***********************************************************************
 LP0568  DESIGNATION -  DUTCH
 LP0568  PID         -  LP0568
 LP0568  STATE/COUNTY-  UT/TOOELE
 LP0568  COUNTRY     -  US
 LP0568  USGS QUAD   -  GOLD HILL (2017)
 LP0568
 LP0568                         *CURRENT SURVEY CONTROL
 LP0568  ______________________________________________________________________
 LP0568* NAD 83(1994) POSITION- 40 13 24.49792(N) 113 50 39.74565(W)   ADJUSTED
 LP0568* NAVD 88 ORTHO HEIGHT -  2377.2   (meters)     7799.    (feet) VERTCON3
 LP0568  ______________________________________________________________________
 LP0568  GEOID HEIGHT    -        -18.780 (meters)                     GEOID18
 LP0568  LAPLACE CORR    -         -5.11  (seconds)                    DEFLEC18
 LP0568  HORZ ORDER      -  FIRST
 LP0568
 LP0568.The horizontal coordinates were established by classical geodetic methods
 LP0568.and adjusted by the National Geodetic Survey in November 1997.
 LP0568
 LP0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0568
 LP0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0568.GEOID18 height accuracy estimate available here.
 LP0568
 LP0568.Click photographs - Photos may exist for this station.
 LP0568
 LP0568.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0568
 LP0568. The following values were computed from the NAD 83(1994) position.
 LP0568
 LP0568;                    North         East     Units Scale Factor Converg.
 LP0568;SPC UT C     - 2,212,457.397   300,497.473   MT  0.99992176   -1 30 06.3
 LP0568;SPC UT C     - 7,258,703.98    985,882.13   sFT  0.99992176   -1 30 06.3
 LP0568;UTM  12      - 4,456,441.967   257,981.745   MT  1.00032109   -1 50 15.7
 LP0568
 LP0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0568!SPC UT C     -   0.99963017  x   0.99992176  =   0.99955195
 LP0568!UTM  12      -   0.99963017  x   1.00032109  =   0.99995114
 LP0568
 LP0568:                Primary Azimuth Mark                     Grid Az
 LP0568:SPC UT C     -  P 8                                      170 35 47.6
 LP0568:UTM  12      -  P 8                                      170 55 57.0
 LP0568
 LP0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK5798156441(NAD 83)
 LP0568
 LP0568|---------------------------------------------------------------------|
 LP0568| PID    Reference Object                     Distance      Geod. Az  |
 LP0568|                                                           dddmmss.s |
 LP0568| CM5524 DUTCH RM 1                            6.405 METERS 03126     |
 LP0568| CM5523 P 8                                                1690541.3 |
 LP0568| CM5525 DUTCH RM 2                            5.477 METERS 23434     |
 LP0568|---------------------------------------------------------------------|
 LP0568
 LP0568                          SUPERSEDED SURVEY CONTROL
 LP0568
 LP0568  NAD 83(1986)-  40 13 24.48751(N)    113 50 39.73582(W) AD(       ) 1
 LP0568  NAD 27      -  40 13 24.72044(N)    113 50 36.73684(W) AD(       ) 1
 LP0568  NGVD 29 (07/19/86) 2376.1    (m)         7796.     (f) VERT ANG       
 LP0568
 LP0568.Superseded values are not recommended for survey control.
 LP0568
 LP0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0568.See file dsdata.pdf to determine how the superseded data were derived.
 LP0568
 LP0568_MARKER: DS = TRIANGULATION STATION DISK
 LP0568_SETTING: 66 = SET IN ROCK OUTCROP
 LP0568_STAMPING: DUTCH 1965
 LP0568_MARK LOGO: CGS
 LP0568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0568+STABILITY: POSITION/ELEVATION WELL
 LP0568
 LP0568  HISTORY     - Date     Condition        Report By
 LP0568  HISTORY     - 1965     MONUMENTED       CGS
 LP0568
 LP0568                          STATION DESCRIPTION
 LP0568
 LP0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0568'STATION IS LOCATED ABOUT 33 MILES SOUTH-SOUTHEAST OF WENDOVER,
 LP0568'ABOUT 23 MILES SOUTHEAST OF FERGUSON MAINTAINANCE STATION,
 LP0568'ABOUT 4 MILES NORTH OF GOLD HILL AND ON NORTH END AND ON
 LP0568'HIGHEST POINT OF MOUNTAIN WHICH IS KNOWN AS DUTCH MOUNTAIN.
 LP0568'
 LP0568'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED DUTCH 1965,
 LP0568'IS CEMENTED IN A DRILL HOLE IN BEDROCK ABOUT FLUSH WITH GENERAL
 LP0568'AREA.  THE MARK IS 24 FEET SOUTHWEST OF CAIRN AND 9 FEET NORTHEAST
 LP0568'OF HIGHEST POINT OF HILL.
 LP0568'
 LP0568'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED DUTCH
 LP0568'NO 1 1965, IS CEMENTED IN A DRILL HOLE IN BEDROCK.  THE MARK IS
 LP0568'NORTHEAST OF STATION, 9 FEET WEST OF CAIRN AND ABOUT 2 FEET
 LP0568'LOWER IN ELEVATION THAN THE STATION.
 LP0568'
 LP0568'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED DUTCH 1965,
 LP0568'IS CEMENTED IN A DRILL HOLE IN BEDROCK.  THE MARK IS SOUTHWEST
 LP0568'OF STATION, 42 FEET SOUTHWEST OF CAIRN AND IS ABOUT 15 INCHES
 LP0568'LOWER IN ELEVATION THAN STATION MARK.
 LP0568'
 LP0568'AZIMUTH MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED
 LP0568'P 8 1924, IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS
 LP0568'ABOUT 1 FOOT.  THE MARK IS 0.05 MILE EAST OF ABANDONED GOODWIN
 LP0568'MERCANTILE COMPANY STORE, 100 FEET EAST OF EAST SIDE OF GREEN
 LP0568'HOUSE, 48 FEET SOUTHEAST OF OUT SIDE PRIVY AND 6 FEET WEST OF
 LP0568'HIGHEST POINT OF SMALL HILL.
 LP0568'
 LP0568'TO REACH--OBSERVING UNIT VISITED STATION BY HELICOPTER.
 LP0568'WE WORKED OUR WAY AROUND SOUTHEAST SIDE OF MOUNTAIN TO EAST SIDE
 LP0568'OF DUTCH MOUNTAIN.  HERE WE RENDEVOUSED WITH HELICOPTER
 LP0568'IN CANYON WHICH WE WORKED OUR WAY UP IN WITH A 2-WHEEL DRIVE.
 LP0568'WE FLEW WEST FOR ABOUT 5 MINUTES TO TOP OF DUTCH MOUNTAIN AND
 LP0568'STATION.
 LP0568'
 LP0568'TO REACH FROM GOLD HILL, GO NORTHEAST ON BLADED ROAD 0.7 MILE
 LP0568'TO FORK, KEEP LEFT AND GO NORTHERLY 1.9 MILES TO FORK,
 LP0568'KEEP LEFT ON TRACK ROAD AND GO WESTERLY 1.1 MILES TO DIAGONAL
 LP0568'CROSSROAD, CONTINUE AHEAD WESTERLY ON ROAD WHICH LEADS UP INTO
 LP0568'CANYON FOR 2.4 MILES TO END OF TRUCK TRAVEL AT MINE ON LEFT.
 LP0568'FROM HERE PACK NORTHWESTERLY FOR 1-1/2 HOURS TO HIGHEST POINT
 LP0568'OF DUTCH MOUNTAIN AND STATION AS DESCRIBED.
 LP0568'
 LP0568'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0619 ***********************************************************************
 LN0619  DESIGNATION -  DUTCH JOHN
 LN0619  PID         -  LN0619
 LN0619  STATE/COUNTY-  UT/DAGGETT
 LN0619  COUNTRY     -  US
 LN0619  USGS QUAD   -  DUTCH JOHN (2017)
 LN0619
 LN0619                         *CURRENT SURVEY CONTROL
 LN0619  ______________________________________________________________________
 LN0619* NAD 83(1994) POSITION- 40 57 42.76852(N) 109 23 50.91675(W)   ADJUSTED
 LN0619* NAVD 88 ORTHO HEIGHT -  2314.1   (meters)     7592.    (feet) VERTCON3
 LN0619  ______________________________________________________________________
 LN0619  GEOID HEIGHT    -        -14.053 (meters)                     GEOID18
 LN0619  LAPLACE CORR    -          2.95  (seconds)                    DEFLEC18
 LN0619  HORZ ORDER      -  THIRD
 LN0619
 LN0619.The horizontal coordinates were established by classical geodetic methods
 LN0619.and adjusted by the National Geodetic Survey in November 1997.
 LN0619
 LN0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0619
 LN0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0619.GEOID18 height accuracy estimate available here.
 LN0619
 LN0619.Click photographs - Photos may exist for this station.
 LN0619
 LN0619.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0619
 LN0619. The following values were computed from the NAD 83(1994) position.
 LN0619
 LN0619;                    North         East     Units Scale Factor Converg.
 LN0619;SPC UT N     - 1,071,940.601   676,975.379   MT  0.99996948   +1 23 10.7
 LN0619;SPC UT N     - 3,516,858.46  2,221,043.39   sFT  0.99996948   +1 23 10.7
 LN0619;UTM  12      - 4,535,761.897   634,854.774   MT  0.99982383   +1 03 02.5
 LN0619
 LN0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0619!SPC UT N     -   0.99963935  x   0.99996948  =   0.99960884
 LN0619!UTM  12      -   0.99963935  x   0.99982383  =   0.99946324
 LN0619
 LN0619:                Primary Azimuth Mark                     Grid Az
 LN0619:SPC UT N     -  LINWOOD                                  309 31 20.3
 LN0619:UTM  12      -  LINWOOD                                  309 51 28.5
 LN0619
 LN0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL3485435761(NAD 83)
 LN0619
 LN0619|---------------------------------------------------------------------|
 LN0619| PID    Reference Object                     Distance      Geod. Az  |
 LN0619|                                                           dddmmss.s |
 LN0619| MQ0489 LINWOOD                             APPROX. 7.1 KM 3105431.0 |
 LN0619|---------------------------------------------------------------------|
 LN0619
 LN0619                          SUPERSEDED SURVEY CONTROL
 LN0619
 LN0619  NAD 83(1993)-  40 57 42.76852(N)    109 23 50.91663(W) AD(       ) 3
 LN0619  NAD 83(1986)-  40 57 42.75017(N)    109 23 50.90848(W) AD(       ) 3
 LN0619  NAD 27      -  40 57 42.89339(N)    109 23 48.42445(W) AD(       ) 3
 LN0619  NGVD 29 (07/19/86) 2312.8    (m)         7588.     (f) VERT ANG       
 LN0619
 LN0619.Superseded values are not recommended for survey control.
 LN0619
 LN0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0619.See file dsdata.pdf to determine how the superseded data were derived.
 LN0619
 LN0619_MARKER: T = CHISELED TRIANGLE
 LN0619_SETTING: 0 = UNSPECIFIED SETTING
 LN0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0619
 LN0619  HISTORY     - Date     Condition        Report By
 LN0619  HISTORY     - 1949     MONUMENTED       BOR
 LN0619
 LN0619                          STATION DESCRIPTION
 LN0619
 LN0619'DESCRIBED BY US BUREAU OF RECLAMATION 1949
 LN0619'LOCATED ABOUT 12.0 MI. ESE. OF LINWOOD AND 10.0 MI. WSW. OF CLAY BASIN
 LN0619'ON ROCKY RIDGE.  RIDGE APPEARS FLAT FROM A DISTANCE.
 LN0619'
 LN0619'TO REACH FROM CLAY BASIN DRIVE W. ON MOST TRAVELED RD. ACROSS RES
 LN0619'CREEK FOR ABOUT 12.0 MI. TO FAINT OLD RD. RUNNING SW. CONTINUE FOR
 LN0619'ABOUT 1.0 MI. TO END OF TRUCK TRAVEL.  HIKE TO TOP OF ROCK TOPPED
 LN0619'MOUNTAIN TO THE S. A 1 1/2 HR PACK.  DESCRIPTION COPIED FROM USBR.
 LN0619'
 LN0619'STATION MARK - CHISELED DOT IN CENTER OF CHISELED TRIANGLE.
 LN0619'
 LN0619'REFERENCE MARK NO.1 - CHISELED X IN ROCK OUTCROP,17.99 FT.FROM STATION
 LN0619'MARK, S 82 DEG 18 MIN W.
 LN0619'
 LN0619'REFERENCE MARK NO.2 - CHISELED X IN ROCK OUTCROP, 22.87 FT. FROM
 LN0619'STATION MARK, N 37 DEG 04 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0211 ***********************************************************************
 HN0211  DESIGNATION -  DWM 1
 HN0211  PID         -  HN0211
 HN0211  STATE/COUNTY-  UT/KANE
 HN0211  COUNTRY     -  US
 HN0211  USGS QUAD   -  NASJA MESA (2017)
 HN0211
 HN0211                         *CURRENT SURVEY CONTROL
 HN0211  ______________________________________________________________________
 HN0211* NAD 83(1986) POSITION- 37 14 46.     (N) 110 53 29.     (W)   SCALED
 HN0211* NAVD 88 ORTHO HEIGHT -  1283.488 (meters)     4210.91  (feet) ADJUSTED
 HN0211  ______________________________________________________________________
 HN0211  GEOID HEIGHT    -        -22.735 (meters)                     GEOID18
 HN0211  DYNAMIC HEIGHT  -       1282.023 (meters)     4206.10  (feet) COMP
 HN0211  MODELED GRAVITY -    979,446.2   (mgal)                       NAVD 88
 HN0211
 HN0211  VERT ORDER      -  FIRST     CLASS II
 HN0211
 HN0211.The horizontal coordinates were scaled from a map and have
 HN0211.an estimated accuracy of +/- 6 seconds.
 HN0211
 HN0211.The orthometric height was determined by differential leveling and
 HN0211.adjusted by the NATIONAL GEODETIC SURVEY
 HN0211.in June 1991.
 HN0211
 HN0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0211.GEOID18 height accuracy estimate available here.
 HN0211
 HN0211.Click photographs - Photos may exist for this station.
 HN0211
 HN0211.The dynamic height is computed by dividing the NAVD 88
 HN0211.geopotential number by the normal gravity value computed on the
 HN0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0211.degrees latitude (g = 980.6199 gals.).
 HN0211
 HN0211.The modeled gravity was interpolated from observed gravity values.
 HN0211
 HN0211;                    North         East    Units  Estimated Accuracy
 HN0211;SPC UT S     - 3,064,480.      554,000.      MT  (+/- 180 meters Scaled)
 HN0211
 HN0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG096221(NAD 83)
 HN0211
 HN0211                          SUPERSEDED SURVEY CONTROL
 HN0211
 HN0211  NGVD 29 (??/??/92) 1282.484  (m)         4207.62   (f) ADJ UNCH    1 2
 HN0211
 HN0211.Superseded values are not recommended for survey control.
 HN0211
 HN0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0211.See file dsdata.pdf to determine how the superseded data were derived.
 HN0211
 HN0211_MARKER: DB = BENCH MARK DISK
 HN0211_SETTING: 66 = SET IN ROCK OUTCROP
 HN0211_STAMPING: DWM 1 1962
 HN0211_MARK LOGO: USGS
 HN0211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0211+STABILITY: POSITION/ELEVATION WELL
 HN0211
 HN0211  HISTORY     - Date     Condition        Report By
 HN0211  HISTORY     - 1962     MONUMENTED       USGS
 HN0211
 HN0211                          STATION DESCRIPTION
 HN0211
 HN0211'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HN0211'1.25 MI S FROM HOLE-IN-THE-ROCK.
 HN0211'1.25 MILES SOUTH ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK, ABOUT 150
 HN0211'YARDS WEST-SOUTHWEST OF THE EDGE OF SHEER CLIFFS WHICH ARE ON THE WEST
 HN0211'RIM OF THE COLORADO RIVER, AND SET ON THE EAST SLOPE OF A ROCK HILL.
 HN0211'NOTE-- THIS BENCH MARK IS 2.2 MILE WEST OF AND ACROSS THE COLORADO
 HN0211'RIVER FROM BENCH MARK H 150 WHICH IS DESCRIBED FROM FRY CANYON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0261 ***********************************************************************
 HN0261  DESIGNATION -  DWM 2
 HN0261  PID         -  HN0261
 HN0261  STATE/COUNTY-  UT/KANE
 HN0261  COUNTRY     -  US
 HN0261  USGS QUAD   -  NASJA MESA (2017)
 HN0261
 HN0261                         *CURRENT SURVEY CONTROL
 HN0261  ______________________________________________________________________
 HN0261* NAD 83(1986) POSITION- 37 14 30.     (N) 110 54 03.     (W)   SCALED
 HN0261* NAVD 88 ORTHO HEIGHT -  1297.602 (meters)     4257.22  (feet) ADJUSTED
 HN0261  ______________________________________________________________________
 HN0261  GEOID HEIGHT    -        -22.739 (meters)                     GEOID18
 HN0261  DYNAMIC HEIGHT  -       1296.120 (meters)     4252.35  (feet) COMP
 HN0261  MODELED GRAVITY -    979,444.8   (mgal)                       NAVD 88
 HN0261
 HN0261  VERT ORDER      -  FIRST     CLASS II
 HN0261
 HN0261.The horizontal coordinates were scaled from a map and have
 HN0261.an estimated accuracy of +/- 6 seconds.
 HN0261
 HN0261.The orthometric height was determined by differential leveling and
 HN0261.adjusted by the NATIONAL GEODETIC SURVEY
 HN0261.in June 1991.
 HN0261
 HN0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0261.GEOID18 height accuracy estimate available here.
 HN0261
 HN0261.Click photographs - Photos may exist for this station.
 HN0261
 HN0261.The dynamic height is computed by dividing the NAVD 88
 HN0261.geopotential number by the normal gravity value computed on the
 HN0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0261.degrees latitude (g = 980.6199 gals.).
 HN0261
 HN0261.The modeled gravity was interpolated from observed gravity values.
 HN0261
 HN0261;                    North         East    Units  Estimated Accuracy
 HN0261;SPC UT S     - 3,063,990.      553,160.      MT  (+/- 180 meters Scaled)
 HN0261
 HN0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG087216(NAD 83)
 HN0261
 HN0261                          SUPERSEDED SURVEY CONTROL
 HN0261
 HN0261  NGVD 29 (??/??/92) 1296.599  (m)         4253.93   (f) ADJ UNCH    1 2
 HN0261
 HN0261.Superseded values are not recommended for survey control.
 HN0261
 HN0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0261.See file dsdata.pdf to determine how the superseded data were derived.
 HN0261
 HN0261_MARKER: DB = BENCH MARK DISK
 HN0261_SETTING: 66 = SET IN ROCK OUTCROP
 HN0261_STAMPING: DWM 2 1962
 HN0261_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0261+STABILITY: POSITION/ELEVATION WELL
 HN0261
 HN0261  HISTORY     - Date     Condition        Report By
 HN0261  HISTORY     - 1962     MONUMENTED       CGS
 HN0261
 HN0261                          STATION DESCRIPTION
 HN0261
 HN0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0261'1.75 MI S FROM HOLE-IN-THE-ROCK.
 HN0261'1.75 MILES SOUTH ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK.  0.5 MILE
 HN0261'WEST-SOUTHWEST OF THE SOUTHWEST BANK OF THE COLORADO RIVER, 300 YARDS
 HN0261'EAST-NORTHEAST OF THE TOP OF THE LARGEST OF TWO KNOLLS, SET IN
 HN0261'BEDROCK, NORTHEAST OF THE NORTHEAST END OF A RAVINE WHICH IS ON THE
 HN0261'SOUTH SIDE OF THE TWO KNOLLS, AND 30 YARDS SOUTH OF THE EXTENDED
 HN0261'CENTER LINE OF AN EAST-WEST PASS BETWEEN TWO KNOLLS WHICH ARE WEST OF
 HN0261'THE BENCH MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DM3653 ***********************************************************************
 DM3653  PACS        -  This is a Primary Airport Control Station.
 DM3653  DESIGNATION -  DXZ A
 DM3653  PID         -  DM3653
 DM3653  STATE/COUNTY-  UT/WASHINGTON
 DM3653  COUNTRY     -  US
 DM3653  USGS QUAD   -  SAINT GEORGE (2017)
 DM3653
 DM3653                         *CURRENT SURVEY CONTROL
 DM3653  ______________________________________________________________________
 DM3653* NAD 83(2011) POSITION- 37 02 02.94815(N) 113 30 34.85679(W)   ADJUSTED
 DM3653* NAD 83(2011) ELLIP HT-   844.677 (meters)        (06/27/12)   ADJUSTED
 DM3653* NAD 83(2011) EPOCH   -  2010.00
 DM3653* NAVD 88 ORTHO HEIGHT -   869.16  (meters)     2851.6   (feet) GPS OBS
 DM3653  ______________________________________________________________________
 DM3653  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM3653  GEOID HEIGHT    -        -24.478 (meters)                     GEOID09
 DM3653  GEOID HEIGHT    -        -24.496 (meters)                     GEOID18
 DM3653  NAD 83(2011) X  - -2,033,766.575 (meters)                     COMP
 DM3653  NAD 83(2011) Y  - -4,675,182.196 (meters)                     COMP
 DM3653  NAD 83(2011) Z  -  3,820,928.169 (meters)                     COMP
 DM3653  LAPLACE CORR    -          4.12  (seconds)                    DEFLEC18
 DM3653
 DM3653  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3653  Standards:
 DM3653         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3653            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3653  -------------------------------------------------------------------
 DM3653  NETWORK    0.35   0.43           0.16   0.12   0.22     -0.02238510
 DM3653  -------------------------------------------------------------------
 DM3653  Click here for local accuracies and other accuracy information.
 DM3653
 DM3653.This mark is at New St George Municipal Airport  (DXZ)
 DM3653
 DM3653.The horizontal coordinates were established by GPS observations
 DM3653.and adjusted by the National Geodetic Survey in June 2012.
 DM3653
 DM3653.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3653.been affixed to the stable North American tectonic plate. See 
 DM3653.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3653
 DM3653.The horizontal coordinates are valid at the epoch date displayed above
 DM3653.which is a decimal equivalence of Year/Month/Day.
 DM3653
 DM3653.The orthometric height was determined by GPS observations and a
 DM3653.high-resolution geoid model.
 DM3653
 DM3653.GPS derived orthometric heights for airport stations designated as
 DM3653.PACS or SACS are published to 2 decimal places.  This maintains
 DM3653.centimeter relative accuracy between the PACS and SACS.  It does
 DM3653.not indicate centimeter accuracy relative to other marks which are
 DM3653.part of the published vertical control network.
 DM3653
 DM3653.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3653.GEOID18 height accuracy estimate available here.
 DM3653
 DM3653.Click photographs - Photos may exist for this station.
 DM3653
 DM3653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3653
 DM3653.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3653
 DM3653.The ellipsoidal height was determined by GPS observations
 DM3653.and is referenced to NAD 83.
 DM3653
 DM3653. The following values were computed from the NAD 83(2011) position.
 DM3653
 DM3653;                    North         East     Units Scale Factor Converg.
 DM3653;SPC UT S     - 3,042,706.397   321,202.116   MT  1.00003630   -1 13 52.7
 DM3653;SPC UT S     - 9,982,612.57  1,053,810.61   sFT  1.00003630   -1 13 52.7
 DM3653;UTM  12      - 4,101,606.563   276,778.465   MT  1.00021387   -1 30 43.9
 DM3653
 DM3653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3653!SPC UT S     -   0.99986746  x   1.00003630  =   0.99990376
 DM3653!UTM  12      -   0.99986746  x   1.00021387  =   1.00008130
 DM3653
 DM3653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG7677801606(NAD 83)
 DM3653
 DM3653                          SUPERSEDED SURVEY CONTROL
 DM3653
 DM3653  NAD 83(2007)-  37 02 02.94768(N)    113 30 34.85701(W) AD(2002.00) B
 DM3653  ELLIP H (09/30/10)  844.685  (m)                       GP(2002.00) 4 2
 DM3653
 DM3653.Superseded values are not recommended for survey control.
 DM3653
 DM3653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3653.See file dsdata.pdf to determine how the superseded data were derived.
 DM3653
 DM3653_MARKER: F = FLANGE-ENCASED ROD
 DM3653_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM3653_STAMPING: DXZ A 2010
 DM3653_MARK LOGO: NONE
 DM3653_PROJECTION: RECESSED 4 CENTIMETERS
 DM3653_MAGNETIC: I = MARKER IS A STEEL ROD
 DM3653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3653+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2010
 DM3653_ROD/PIPE-DEPTH: 4.9 meters
 DM3653_SLEEVE-DEPTH  : 0.9 meters
 DM3653
 DM3653  HISTORY     - Date     Condition        Report By
 DM3653  HISTORY     - 20100206 MONUMENTED       PB
 DM3653
 DM3653                          STATION DESCRIPTION
 DM3653
 DM3653'DESCRIBED BY PBS&J 2010 (KDZ)
 DM3653'STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) SOUTHEAST OF ST GEORGE, UTAH,
 DM3653'ABOUT 35 MI (56.3 KM) NORTHEAST OF MESQUITE, NEVADA, AND ABOUT 16 MI
 DM3653'(25.7 KM) SOUTHWEST OF HURRICANE, UTAH. OWNERSHIP--CITY OF ST GEORGE.
 DM3653'170 E 200 N, ST GEORGE, UT 84770.  PHONE 435-634-5822.  THE AIRPORT
 DM3653'MANAGER IS RICK CROSMAN. TO REACH THE STATION FROM THE INTERSECTION OF
 DM3653'INTERSTATE ROUTE 15 AND STATE ROUTE 18 IN THE SOUTH AREA OF ST GEORGE,
 DM3653'PROCEED EAST AND NORTH ON RIVERSIDE DRIVE FOR 1.7 MI (2.7 KM) TO THE
 DM3653'INTERSECTION WITH SOUTH RIVER ROAD.  TURN RIGHT, SOUTH ON SOUTH RIVER
 DM3653'ROAD AND PROCEED FOR 1.5 MI (2.4 KM) TO E 2450 S.  TURN LEFT, EAST ON
 DM3653'E 2450 S AND PROCEED FOR 0.8 MI (1.3 KM) TO LITTLE VALLEY ROAD ON
 DM3653'RIGHT.  TURN RIGHT, ONTO LITTLE VALLEY ROAD AND PROCEED FOR 1.5 MI
 DM3653'(2.4 KM) TO AIRPORT ROAD ON THE LEFT.  TURN LEFT, SOUTHEAST ON AIRPORT
 DM3653'ROAD AND PROCEED FOR 1.2 MI (1.9 KM) UPHILL AND OVER SADDLE TO NEW
 DM3653'AIRPORT AREA.  ENTER INTO THE CIVIL AVIATION AREA AND PROCEED NORTH
 DM3653'THEN EAST.  THEN SOUTHWEST AROUND PERIMETER ROAD FOR 1.7 MI (2.7 KM)
 DM3653'TO LOCATION AREA OF MARK. THE STATION IS A PUNCH MARK IN THE TOP OF A
 DM3653'STAINLESS STEEL ROD DRIVEN TO REFUSAL INTO THE GROUND WITH A LOGO CAP
 DM3653'SURROUNDED BY CONCRETE.  LOCATED 40 FT (12.2 M) NORTHWEST TO EAST EDGE
 DM3653'OF DITCH WHICH RUNS PARALLEL TO RUNWAY, 60 FT (18.3 M) SOUTHEAST TO
 DM3653'WEST EDGE OF PARALLEL TAXIWAY, AND ABOUT 1000 FT (304.8 M) SOUTHEAST
 DM3653'TO NEW TERMINAL BUILDING.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 DM3653'A 6-INCH (15 CM) LOGO CAP.  NOTE--THIS STATION IS DESIGNATED AS A
 DM3653'PRIMARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DM3654 ***********************************************************************
 DM3654  SACS        -  This is a Secondary Airport Control Station.
 DM3654  DESIGNATION -  DXZ B
 DM3654  PID         -  DM3654
 DM3654  STATE/COUNTY-  UT/WASHINGTON
 DM3654  COUNTRY     -  US
 DM3654  USGS QUAD   -  SAINT GEORGE (2017)
 DM3654
 DM3654                         *CURRENT SURVEY CONTROL
 DM3654  ______________________________________________________________________
 DM3654* NAD 83(2011) POSITION- 37 01 31.83667(N) 113 30 51.14367(W)   ADJUSTED
 DM3654* NAD 83(2011) ELLIP HT-   838.115 (meters)        (06/27/12)   ADJUSTED
 DM3654* NAD 83(2011) EPOCH   -  2010.00
 DM3654* NAVD 88 ORTHO HEIGHT -   862.61  (meters)     2830.1   (feet) GPS OBS
 DM3654  ______________________________________________________________________
 DM3654  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM3654  GEOID HEIGHT    -        -24.492 (meters)                     GEOID09
 DM3654  GEOID HEIGHT    -        -24.508 (meters)                     GEOID18
 DM3654  NAD 83(2011) X  - -2,034,364.110 (meters)                     COMP
 DM3654  NAD 83(2011) Y  - -4,675,546.486 (meters)                     COMP
 DM3654  NAD 83(2011) Z  -  3,820,158.459 (meters)                     COMP
 DM3654  LAPLACE CORR    -          4.03  (seconds)                    DEFLEC18
 DM3654
 DM3654  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3654  Standards:
 DM3654         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3654            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3654  -------------------------------------------------------------------
 DM3654  NETWORK    1.28   0.76           0.59   0.43   0.39      0.06987394
 DM3654  -------------------------------------------------------------------
 DM3654  Click here for local accuracies and other accuracy information.
 DM3654
 DM3654.This mark is at New St George Municipal Airport  (DXZ)
 DM3654
 DM3654.The horizontal coordinates were established by GPS observations
 DM3654.and adjusted by the National Geodetic Survey in June 2012.
 DM3654
 DM3654.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3654.been affixed to the stable North American tectonic plate. See 
 DM3654.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3654
 DM3654.The horizontal coordinates are valid at the epoch date displayed above
 DM3654.which is a decimal equivalence of Year/Month/Day.
 DM3654
 DM3654.The orthometric height was determined by GPS observations and a
 DM3654.high-resolution geoid model.
 DM3654
 DM3654.GPS derived orthometric heights for airport stations designated as
 DM3654.PACS or SACS are published to 2 decimal places.  This maintains
 DM3654.centimeter relative accuracy between the PACS and SACS.  It does
 DM3654.not indicate centimeter accuracy relative to other marks which are
 DM3654.part of the published vertical control network.
 DM3654
 DM3654.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3654.GEOID18 height accuracy estimate available here.
 DM3654
 DM3654.Click photographs - Photos may exist for this station.
 DM3654
 DM3654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3654
 DM3654.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3654
 DM3654.The ellipsoidal height was determined by GPS observations
 DM3654.and is referenced to NAD 83.
 DM3654
 DM3654. The following values were computed from the NAD 83(2011) position.
 DM3654
 DM3654;                    North         East     Units Scale Factor Converg.
 DM3654;SPC UT S     - 3,041,756.162   320,779.018   MT  1.00003827   -1 14 02.7
 DM3654;SPC UT S     - 9,979,495.01  1,052,422.49   sFT  1.00003827   -1 14 02.7
 DM3654;UTM  12      - 4,100,658.243   276,350.640   MT  1.00021623   -1 30 52.6
 DM3654
 DM3654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3654!SPC UT S     -   0.99986849  x   1.00003827  =   0.99990676
 DM3654!UTM  12      -   0.99986849  x   1.00021623  =   1.00008469
 DM3654
 DM3654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG7635000658(NAD 83)
 DM3654
 DM3654                          SUPERSEDED SURVEY CONTROL
 DM3654
 DM3654  NAD 83(2007)-  37 01 31.83619(N)    113 30 51.14388(W) AD(2002.00) 1
 DM3654  ELLIP H (09/30/10)  838.114  (m)                       GP(2002.00) 5 2
 DM3654
 DM3654.Superseded values are not recommended for survey control.
 DM3654
 DM3654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3654.See file dsdata.pdf to determine how the superseded data were derived.
 DM3654
 DM3654_MARKER: F = FLANGE-ENCASED ROD
 DM3654_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM3654_STAMPING: DXZ B 2010
 DM3654_MARK LOGO: NONE
 DM3654_PROJECTION: RECESSED 4 CENTIMETERS
 DM3654_MAGNETIC: I = MARKER IS A STEEL ROD
 DM3654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3654+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2010
 DM3654_ROD/PIPE-DEPTH: 3.7 meters
 DM3654_SLEEVE-DEPTH  : 0.9 meters
 DM3654
 DM3654  HISTORY     - Date     Condition        Report By
 DM3654  HISTORY     - 20100206 MONUMENTED       PB
 DM3654
 DM3654                          STATION DESCRIPTION
 DM3654
 DM3654'DESCRIBED BY PBS&J 2010 (KDZ)
 DM3654'STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) SOUTHEAST OF ST GEORGE, UTAH,
 DM3654'ABOUT 35 MI (56.3 KM) NORTHEAST OF MESQUITE, NEVADA, AND ABOUT 16 MI
 DM3654'(25.7 KM) SOUTHWEST OF HURRICANE, UTAH. OWNERSHIP--CITY OF ST GEORGE.
 DM3654'PHONE 435-634-5822.  THE AIRPORT MANAGER IS RICK CROSMAN.   TO REACH
 DM3654'THE STATION FROM THE INTERSECTION OF INTERSTATE ROUTE 15 AND STATE
 DM3654'ROUTE 18 IN THE SOUTH AREA OF ST GEORGE, PROCEED EAST AND NORTH ON
 DM3654'RIVERSIDE DRIVE FOR 1.7 MI (2.7 KM) TO THE INTERSECTION WITH SOUTH
 DM3654'RIVER ROAD.  TURN RIGHT, SOUTH ON SOUTH RIVER ROAD AND PROCEED FOR 1.5
 DM3654'MI (2.4 KM) TO E 2450 S.  TURN LEFT, EAST ON E 2450 S AND PROCEED FOR
 DM3654'0.8 MI (1.3 KM) TO LITTLE VALLEY ROAD ON RIGHT.  TURN RIGHT, ONTO
 DM3654'LITTLE VALLEY ROAD AND PROCEED FOR 1.5 MI (2.4 KM) TO AIRPORT ROAD ON
 DM3654'THE LEFT.  TURN LEFT, SOUTHEAST ON AIRPORT ROAD AND PROCEED FOR 1.2 MI
 DM3654'(1.9 KM) UPHILL AND OVER SADDLE TO NEW AIRPORT AREA.  ENTER INTO THE
 DM3654'CIVIL AVIATION AREA AND PROCEED NORTH THEN EAST. THEN SOUTHWEST AROUND
 DM3654'PERIMETER ROAD FOR 2.7 MI (4.3 KM) TO LOCATION AREA OF THE MARK. THE
 DM3654'STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD DRIVEN TO
 DM3654'REFUSAL INTO THE GROUND WITH A LOGO CAP SURROUNDED BY CONCRETE.
 DM3654'LOCATED 56 FT (17.1 M) NORTHWEST FROM EAST EDGE OF TAXIWAY, 44 FT
 DM3654'(13.4 M) SOUTHEAST FROM EAST EDGE OF DITCH, AND APPROXIMATELY 2500 FT
 DM3654'(762.0 M) SOUTHWEST FROM THE TERMINAL BUILDING.  NOTE--ACCESS TO THE
 DM3654'DATUM POINT IS THROUGH A 6-INCH (15 CM) LOGO CAP.  NOTE--THIS STATION
 DM3654'IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.  DESCRIBED BY
 DM3654'ROBERTO D. MANTECON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DM3655 ***********************************************************************
 DM3655  SACS        -  This is a Secondary Airport Control Station.
 DM3655  DESIGNATION -  DXZ C
 DM3655  PID         -  DM3655
 DM3655  STATE/COUNTY-  UT/WASHINGTON
 DM3655  COUNTRY     -  US
 DM3655  USGS QUAD   -  SAINT GEORGE (2017)
 DM3655
 DM3655                         *CURRENT SURVEY CONTROL
 DM3655  ______________________________________________________________________
 DM3655* NAD 83(2011) POSITION- 37 02 46.87626(N) 113 30 11.72337(W)   ADJUSTED
 DM3655* NAD 83(2011) ELLIP HT-   852.133 (meters)        (06/27/12)   ADJUSTED
 DM3655* NAD 83(2011) EPOCH   -  2010.00
 DM3655* NAVD 88 ORTHO HEIGHT -   876.59  (meters)     2875.9   (feet) GPS OBS
 DM3655  ______________________________________________________________________
 DM3655  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM3655  GEOID HEIGHT    -        -24.456 (meters)                     GEOID09
 DM3655  GEOID HEIGHT    -        -24.479 (meters)                     GEOID18
 DM3655  NAD 83(2011) X  - -2,032,919.238 (meters)                     COMP
 DM3655  NAD 83(2011) Y  - -4,674,667.565 (meters)                     COMP
 DM3655  NAD 83(2011) Z  -  3,822,013.733 (meters)                     COMP
 DM3655  LAPLACE CORR    -          4.49  (seconds)                    DEFLEC18
 DM3655
 DM3655  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3655  Standards:
 DM3655         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3655            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3655  -------------------------------------------------------------------
 DM3655  NETWORK    1.26   0.76           0.58   0.43   0.39      0.08285473
 DM3655  -------------------------------------------------------------------
 DM3655  Click here for local accuracies and other accuracy information.
 DM3655
 DM3655.This mark is at New St George Municipal Airport  (DXZ)
 DM3655
 DM3655.The horizontal coordinates were established by GPS observations
 DM3655.and adjusted by the National Geodetic Survey in June 2012.
 DM3655
 DM3655.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3655.been affixed to the stable North American tectonic plate. See 
 DM3655.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3655
 DM3655.The horizontal coordinates are valid at the epoch date displayed above
 DM3655.which is a decimal equivalence of Year/Month/Day.
 DM3655
 DM3655.The orthometric height was determined by GPS observations and a
 DM3655.high-resolution geoid model.
 DM3655
 DM3655.GPS derived orthometric heights for airport stations designated as
 DM3655.PACS or SACS are published to 2 decimal places.  This maintains
 DM3655.centimeter relative accuracy between the PACS and SACS.  It does
 DM3655.not indicate centimeter accuracy relative to other marks which are
 DM3655.part of the published vertical control network.
 DM3655
 DM3655.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3655.GEOID18 height accuracy estimate available here.
 DM3655
 DM3655.Click photographs - Photos may exist for this station.
 DM3655
 DM3655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3655
 DM3655.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3655
 DM3655.The ellipsoidal height was determined by GPS observations
 DM3655.and is referenced to NAD 83.
 DM3655
 DM3655. The following values were computed from the NAD 83(2011) position.
 DM3655
 DM3655;                    North         East     Units Scale Factor Converg.
 DM3655;SPC UT S     - 3,044,048.054   321,802.742   MT  1.00003356   -1 13 38.5
 DM3655;SPC UT S     - 9,987,014.32  1,055,781.16   sFT  1.00003356   -1 13 38.5
 DM3655;UTM  12      - 4,102,945.494   277,385.774   MT  1.00021053   -1 30 31.4
 DM3655
 DM3655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3655!SPC UT S     -   0.99986629  x   1.00003356  =   0.99989985
 DM3655!UTM  12      -   0.99986629  x   1.00021053  =   1.00007679
 DM3655
 DM3655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG7738502945(NAD 83)
 DM3655
 DM3655                          SUPERSEDED SURVEY CONTROL
 DM3655
 DM3655  NAD 83(2007)-  37 02 46.87577(N)    113 30 11.72360(W) AD(2002.00) 1
 DM3655  ELLIP H (09/30/10)  852.131  (m)                       GP(2002.00) 5 2
 DM3655
 DM3655.Superseded values are not recommended for survey control.
 DM3655
 DM3655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3655.See file dsdata.pdf to determine how the superseded data were derived.
 DM3655
 DM3655_MARKER: F = FLANGE-ENCASED ROD
 DM3655_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM3655_STAMPING: DXZ C 2010
 DM3655_MARK LOGO: NONE
 DM3655_PROJECTION: RECESSED 4 CENTIMETERS
 DM3655_MAGNETIC: I = MARKER IS A STEEL ROD
 DM3655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3655+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2010
 DM3655_ROD/PIPE-DEPTH: 4.9 meters
 DM3655_SLEEVE-DEPTH  : 0.9 meters
 DM3655
 DM3655  HISTORY     - Date     Condition        Report By
 DM3655  HISTORY     - 20100206 MONUMENTED       PB
 DM3655
 DM3655                          STATION DESCRIPTION
 DM3655
 DM3655'DESCRIBED BY PBS&J 2010 (KDZ)
 DM3655'STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) SOUTHEAST OF ST GEORGE, UTAH,
 DM3655'ABOUT 35 MI (56.3 KM) NORTHEAST OF MESQUITE, NEVADA, AND ABOUT 16 MI
 DM3655'(25.7 KM) SOUTHWEST OF HURRICANE, UTAH. OWNERSHIP--CITY OF ST GEORGE.
 DM3655'175 E 200 N, ST GEORGE, UT 84770. PHONE 435-634-5822.  THE AIRPORT
 DM3655'MANAGER IS RICK CROSMAN.   TO REACH THE STATION FROM THE INTERSECTION
 DM3655'OF INTERSTATE ROUTE 15 AND STATE ROUTE 18 IN THE SOUTH AREA OF ST
 DM3655'GEORGE, PROCEED EAST AND NORTH ON RIVERSIDE DRIVE FOR 1.7 MI (2.7 KM)
 DM3655'TO THE INTERSECTION WITH SOUTH RIVER ROAD.  TURN RIGHT, SOUTH ON SOUTH
 DM3655'RIVER ROAD AND PROCEED FOR 1.5 MI (2.4 KM) TO E 2450 S.  TURN LEFT,
 DM3655'EAST ON E 2450 S AND PROCEED FOR 0.8 MI (1.3 KM) TO LITTLE VALLEY ROAD
 DM3655'ON RIGHT.  TURN RIGHT, ONTO LITTLE VALLEY ROAD AND PROCEED FOR 1.5 MI
 DM3655'(2.4 KM) TO AIRPORT ROAD ON THE LEFT.  TURN LEFT, SOUTHEAST ON AIRPORT
 DM3655'ROAD AND PROCEED FOR 1.2 MI (1.9 KM) UPHILL AND OVER SADDLE TO NEW
 DM3655'AIRPORT AREA.  ENTER INTO THE CIVIL AVIATION AREA AND PROCEED NORTH
 DM3655'THEN EAST.  THEN SOUTHWEST AROUND PERIMETER ROAD FOR 0.7 MI (2.7 KM)
 DM3655'TO LOCATION AREA OF MARK. THE STATION IS A PUNCH MARK IN THE TOP OF A
 DM3655'STAINLESS STEEL ROD DRIVEN TO REFUSAL INTO THE GROUND WITH A LOGO CAP
 DM3655'SURROUNDED BY CONCRETE.  LOCATED 58 FT (17.7 M) NORTHWEST FROM WEST
 DM3655'EDGE OF TAXIWAY, 42 FT (12.8 M) SOUTHEAST FROM EAST OF DITCH, AND
 DM3655'APPROXIMATELY 2700 FT (823.0 M) FROM THE TERMINAL BUILDING.
 DM3655'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 6-INCH (15 CM) LOGO CAP.
 DM3655'NOTE--THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0396 ***********************************************************************
 KO0396  DESIGNATION -  DYER
 KO0396  PID         -  KO0396
 KO0396  STATE/COUNTY-  UT/JUAB
 KO0396  COUNTRY     -  US
 KO0396  USGS QUAD   -  TANNER CREEK NARROWS (2017)
 KO0396
 KO0396                         *CURRENT SURVEY CONTROL
 KO0396  ______________________________________________________________________
 KO0396* NAD 83(1994) POSITION- 39 40 21.25464(N) 112 15 40.12772(W)   ADJUSTED
 KO0396* NAVD 88 ORTHO HEIGHT -  1558.1   (meters)     5112.    (feet) VERTCON3
 KO0396  ______________________________________________________________________
 KO0396  GEOID HEIGHT    -        -18.150 (meters)                     GEOID18
 KO0396  LAPLACE CORR    -          3.38  (seconds)                    DEFLEC18
 KO0396  HORZ ORDER      -  SECOND
 KO0396
 KO0396.The horizontal coordinates were established by classical geodetic methods
 KO0396.and adjusted by the National Geodetic Survey in November 1997.
 KO0396
 KO0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0396
 KO0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0396.GEOID18 height accuracy estimate available here.
 KO0396
 KO0396.Click photographs - Photos may exist for this station.
 KO0396
 KO0396.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0396
 KO0396. The following values were computed from the NAD 83(1994) position.
 KO0396
 KO0396;                    North         East     Units Scale Factor Converg.
 KO0396;SPC UT C     - 2,148,957.857   434,700.511   MT  0.99990282   -0 29 15.3
 KO0396;SPC UT C     - 7,050,372.57  1,426,179.93   sFT  0.99990282   -0 29 15.3
 KO0396;UTM  12      - 4,392,176.833   391,834.862   MT  0.99974404   -0 48 18.7
 KO0396
 KO0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0396!SPC UT C     -   0.99975847  x   0.99990282  =   0.99966131
 KO0396!UTM  12      -   0.99975847  x   0.99974404  =   0.99950257
 KO0396
 KO0396:                Primary Azimuth Mark                     Grid Az
 KO0396:SPC UT C     -  DYER AZ MK                               057 12 07.4
 KO0396:UTM  12      -  DYER AZ MK                               057 31 10.8
 KO0396
 KO0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ9183492176(NAD 83)
 KO0396
 KO0396|---------------------------------------------------------------------|
 KO0396| PID    Reference Object                     Distance      Geod. Az  |
 KO0396|                                                           dddmmss.s |
 KO0396| CM5526 DYER AZ MK                                         0564252.1 |
 KO0396| CM5527 DYER RM 1                            10.357 METERS 05708     |
 KO0396| CM5528 DYER RM 2                            10.426 METERS 31647     |
 KO0396|---------------------------------------------------------------------|
 KO0396
 KO0396                          SUPERSEDED SURVEY CONTROL
 KO0396
 KO0396  NAD 83(1993)-  39 40 21.24717(N)    112 15 40.12428(W) AD(       ) 2
 KO0396  NAD 83(1986)-  39 40 21.24325(N)    112 15 40.11759(W) AD(       ) 2
 KO0396  NAD 27      -  39 40 21.42800(N)    112 15 37.31200(W) AD(       ) 2
 KO0396  NGVD 29 (07/19/86) 1556.9    (m)         5108.     (f) VERT ANG       
 KO0396
 KO0396.Superseded values are not recommended for survey control.
 KO0396
 KO0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0396.See file dsdata.pdf to determine how the superseded data were derived.
 KO0396
 KO0396_MARKER: DS = TRIANGULATION STATION DISK
 KO0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0396_STAMPING: DYER 1947
 KO0396_MARK LOGO: CGS
 KO0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0396+STABILITY: SURFACE MOTION
 KO0396
 KO0396  HISTORY     - Date     Condition        Report By
 KO0396  HISTORY     - 1947     MONUMENTED       CGS
 KO0396  HISTORY     - 1965     GOOD             USGS
 KO0396
 KO0396                          STATION DESCRIPTION
 KO0396
 KO0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KO0396'STATION LOCATED IN LOW, FLAT, DESERT AREA ALONG U.S. HIGHWAY
 KO0396'6, APPROXIMATELY 20.5 MILES AIR LINE SOUTHWEST OF EUREKA,
 KO0396'12.5 MILES AIR LINE NORTHEAST OF LYNNDYL, 6.0 MILES AIR LINE
 KO0396'SOUTHWEST OF JERICHO, 16 PACES NORTHWEST OF CENTER LINE OF
 KO0396'HIGHWAY, 2 FEET NORTH OF WHITE WITNESS POST, PROJECTS 6
 KO0396'INCHES, AND STAMPED--DYER 1947.
 KO0396'
 KO0396'REFERENCE MARK NO. 1 IS 16 PACES NORTHWEST OF CENTER LINE OF
 KO0396'HIGHWAY, AT APPROXIMATELY THE SAME ELEVATION AS THE STATION,
 KO0396'PROJECTS 6 INCHES, AND STAMPED--DYER NO 1 1947.
 KO0396'
 KO0396'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN
 KO0396'STATION, PROJECTS 2 INCHES, AND STAMPED--DYER NO 2 1947.
 KO0396'
 KO0396'AZIMUTH MARK IS 13 PACES SOUTHEAST OF CENTER LINE OF HIGHWAY,
 KO0396'18 INCHES SOUTHEAST OF WHITE WITNESS POST, PROJECTS 6 INCHES,
 KO0396'AND STAMPED--DYER 1947.
 KO0396'
 KO0396'TO REACH FROM POST OFFICE IN EUREKA, GO WEST AND SOUTH ON
 KO0396'U.S. HIGHWAY 6 FOR 2.7 MILES TO FORK AND SIGN DELTA, ELY.  KEEP
 KO0396'RIGHT FORK, U.S. HIGHWAY 6, AND GO 0.9 MILE TO FORK AND SIGN
 KO0396'DELTA.  KEEP RIGHT FORK, U.S. HIGHWAY 6, AND GO 13.8 MILES TO
 KO0396'T INTERSECTION AND SIGN LYNNDYL 17.  CONTINUE STRAIGHT AHEAD,
 KO0396'ON U.S. HIGHWAY 6, FOR 3.6 MILES TO AZIMUTH MARK ON LEFT
 KO0396'AS DESCRIBED ABOVE.  CONTINUE ON HIGHWAY FOR 0.35 MILE TO
 KO0396'STATION ON RIGHT AS DESCRIBED ABOVE.  A DRIVE STATION.
 KO0396
 KO0396                          STATION RECOVERY (1965)
 KO0396
 KO0396'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KO0396'RECOVERED IN GOOD CONDITION.
 KO0396'
 KO0396'STATION MARK--STANDARD DISK, STAMPED ---DYER 1947---.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0673 ***********************************************************************
 LN0673  DESIGNATION -  DYER
 LN0673  PID         -  LN0673
 LN0673  STATE/COUNTY-  UT/UINTAH
 LN0673  COUNTRY     -  US
 LN0673  USGS QUAD   -  DYER MOUNTAIN (2017)
 LN0673
 LN0673                         *CURRENT SURVEY CONTROL
 LN0673  ______________________________________________________________________
 LN0673* NAD 83(1994) POSITION- 40 44 14.84225(N) 109 34 26.50336(W)   ADJUSTED
 LN0673* NAVD 88 ORTHO HEIGHT -  3125.1   (meters)    10253.    (feet) VERTCON3
 LN0673  ______________________________________________________________________
 LN0673  GEOID HEIGHT    -        -13.714 (meters)                     GEOID18
 LN0673  LAPLACE CORR    -         -6.02  (seconds)                    DEFLEC18
 LN0673  HORZ ORDER      -  THIRD
 LN0673
 LN0673.The horizontal coordinates were established by classical geodetic methods
 LN0673.and adjusted by the National Geodetic Survey in November 1997.
 LN0673
 LN0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0673
 LN0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0673.GEOID18 height accuracy estimate available here.
 LN0673
 LN0673.Click photographs - Photos may exist for this station.
 LN0673
 LN0673.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0673
 LN0673. The following values were computed from the NAD 83(1994) position.
 LN0673
 LN0673;                    North         East     Units Scale Factor Converg.
 LN0673;SPC UT C     - 2,268,667.064   662,674.391   MT  1.00002294   +1 14 01.4
 LN0673;SPC UT C     - 7,443,118.53  2,174,124.23   sFT  1.00002294   +1 14 01.4
 LN0673;UTM  12      - 4,510,590.755   620,402.846   MT  0.99977843   +0 55 50.5
 LN0673
 LN0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0673!SPC UT C     -   0.99951217  x   1.00002294  =   0.99953510
 LN0673!UTM  12      -   0.99951217  x   0.99977843  =   0.99929071
 LN0673
 LN0673:                Primary Azimuth Mark                     Grid Az
 LN0673:SPC UT C     -  GRIZZLY                                  071 05 10.6
 LN0673:UTM  12      -  GRIZZLY                                  071 23 21.5
 LN0673
 LN0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL2040210590(NAD 83)
 LN0673
 LN0673|---------------------------------------------------------------------|
 LN0673| PID    Reference Object                     Distance      Geod. Az  |
 LN0673|                                                           dddmmss.s |
 LN0673| LN0662 GRIZZLY                             APPROX. 5.3 KM 0721912.0 |
 LN0673|---------------------------------------------------------------------|
 LN0673
 LN0673                          SUPERSEDED SURVEY CONTROL
 LN0673
 LN0673  NAD 83(1993)-  40 44 14.84255(N)    109 34 26.50344(W) AD(       ) 3
 LN0673  NAD 83(1986)-  40 44 14.82277(N)    109 34 26.49104(W) AD(       ) 3
 LN0673  NAD 27      -  40 44 14.97609(N)    109 34 23.98774(W) AD(       ) 3
 LN0673  NGVD 29 (07/19/86) 3123.6    (m)        10248.     (f) VERT ANG       
 LN0673
 LN0673.Superseded values are not recommended for survey control.
 LN0673
 LN0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0673.See file dsdata.pdf to determine how the superseded data were derived.
 LN0673
 LN0673_MARKER: DD = SURVEY DISK
 LN0673_SETTING: 66 = SET IN ROCK OUTCROP
 LN0673_STAMPING: DYER 1949
 LN0673_MARK LOGO: USGS
 LN0673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0673+STABILITY: POSITION/ELEVATION WELL
 LN0673
 LN0673  HISTORY     - Date     Condition        Report By
 LN0673  HISTORY     - 1949     MONUMENTED       USGS
 LN0673
 LN0673                          STATION DESCRIPTION
 LN0673
 LN0673'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LN0673'LOCATED ON THE DYER RIDGE IN THE ASHLEY NATIONAL FOREST, ABOUT 19 MI.
 LN0673'NNW. OF VERNAL, UTAH AND ABOUT 0.5 MI. SW. OF THE OLD ABANDONED DYER
 LN0673'COPPER MINE ON THE HIGHEST AND VERY SHARP ROCK TIMBER COVERED NW.-SE.
 LN0673'PART OF THE RIDGE IN SEC. 16, T.1 S., R.21 E.,
 LN0673'
 LN0673'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 44
 LN0673'IN VERNAL, UTAH GO N. ON STATE HIGHWAY 44 FOR 22.2 MI. TO A RD. FORK
 LN0673'AND SIGN ---OAKS PARK 12---, THEN LEFT, WESTERLY FOR 1.85 MI. TO A RD.
 LN0673'FORK AND SIGN ---OAKS PARK-9---, THEN LEFT, WESTERLY FOR 1.45 MI. TO A
 LN0673'T-RD. N. AND SIGN ---DYER MINE-4---, THEN RIGHT NORTHERLY, FOR 1.0 MI.
 LN0673'TO A RD. FORK, THEN RIGHT NORTHEASTERLY, FOR 0.1 MI. TO A SPRING AND
 LN0673'RD. FORK, THEN LEFT, NORTHWESTERLY FOR 0.1 MI. TO A RD. FORK, THEN
 LN0673'RIGHT, NORTHWESTERLY FOR 0.5 MI. TO A DRAW AND SHARP RIGHT TURN, THEN
 LN0673'RIGHT AFTER CROSSING DRAW FOR 0.2 MI. TO SIDE RD. CONTINUE STRAIGHT
 LN0673'ON SAME RD. FOR 1.1 MI. TO THE OLD DYER MINE SITE.  CONTINUE BEYOND
 LN0673'MINE FOR 0.4 MI. TO END OF TRUCK TRAVEL, FROM THIS POINT PACK S.AND E.
 LN0673'UP THE SIDE OF THE RIDGE FOR 10 MINUTES TO HIGHEST POINT AND STATION.
 LN0673'
 LN0673'STATION MARK - STANDARD TABLET SET IN ROCK OUTCROP, STAMPED ---DYER
 LN0673'1949---.
 LN0673'
 LN0673'REFERENCE MARK NO.1 - STANDARD TABLET SET IN ROCK OUTCROP, STAMPED,
 LN0673'---DYER NO.1-1949--- DISTANCE OF 63.8 FT. FROM STATION,
 LN0673'S 19 DEG 30 MIN E.
 LN0673'
 LN0673'REFERENCE MARK NO.2 - STANDARD TABLET SET IN ROCK OUTCROP, STAMPED
 LN0673'---DYER NO.2-1949--- 95.4 FT. FROM STATION, N 43 DEG 02 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0612 ***********************************************************************
 MR0612  DESIGNATION -  E
 MR0612  PID         -  MR0612
 MR0612  STATE/COUNTY-  UT/MORGAN
 MR0612  COUNTRY     -  US
 MR0612  USGS QUAD   -  SNOW BASIN (2017)
 MR0612
 MR0612                         *CURRENT SURVEY CONTROL
 MR0612  ______________________________________________________________________
 MR0612* NAD 83(1986) POSITION- 41 08 15.     (N) 111 49 38.     (W)   SCALED
 MR0612* NAVD 88 ORTHO HEIGHT -  1470.066 (meters)     4823.04  (feet) POSTED
 MR0612  ______________________________________________________________________
 MR0612  GEOID HEIGHT    -        -16.261 (meters)                     GEOID18
 MR0612  DYNAMIC HEIGHT  -       1468.90  (meters)     4819.2   (feet) COMP
 MR0612  MODELED GRAVITY -    979,777.4   (mgal)                       NAVD 88
 MR0612
 MR0612  VERT ORDER      -  * POSTED, SEE BELOW
 MR0612
 MR0612.The horizontal coordinates were scaled from a map and have
 MR0612.an estimated accuracy of +/- 6 seconds.
 MR0612
 MR0612.The orthometric height was determined by differential leveling
 MR0612.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MR0612
 MR0612.* This is a POSTED BENCH MARK height.
 MR0612
 MR0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0612.GEOID18 height accuracy estimate available here.
 MR0612
 MR0612.Click photographs - Photos may exist for this station.
 MR0612
 MR0612.The dynamic height is computed by dividing the NAVD 88
 MR0612.geopotential number by the normal gravity value computed on the
 MR0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0612.degrees latitude (g = 980.6199 gals.).
 MR0612
 MR0612.The modeled gravity was interpolated from observed gravity values.
 MR0612
 MR0612;                    North         East    Units  Estimated Accuracy
 MR0612;SPC UT N     - 1,089,350.      472,530.      MT  (+/- 180 meters Scaled)
 MR0612
 MR0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL305543(NAD 83)
 MR0612
 MR0612                          SUPERSEDED SURVEY CONTROL
 MR0612
 MR0612.No superseded survey control is available for this station.
 MR0612
 MR0612_MARKER: Z = SEE DESCRIPTION
 MR0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0612
 MR0612  HISTORY     - Date     Condition        Report By
 MR0612  HISTORY     - 1903     MONUMENTED       CGS
 MR0612  HISTORY     - 19030508 GOOD             CGS
 MR0612
 MR0612                          STATION DESCRIPTION
 MR0612
 MR0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (RLL)
 MR0612'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTH-SOUTHWEST OF
 MR0612'HUNTSVILLE, 8.7 MI (14.0 KM) NORTHEAST OF KAYSVILLE HEIGHTS
 MR0612'SUBDIVISION AND 3.4 MI (5.5 KM) WEST-NORTHWEST OF PETERSON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0204 ***********************************************************************
 MS0204  DESIGNATION -  E 10
 MS0204  PID         -  MS0204
 MS0204  STATE/COUNTY-  UT/BOX ELDER
 MS0204  COUNTRY     -  US
 MS0204  USGS QUAD   -  LAKE RIDGE (2017)
 MS0204
 MS0204                         *CURRENT SURVEY CONTROL
 MS0204  ______________________________________________________________________
 MS0204* NAD 83(1986) POSITION- 41 41 44.     (N) 112 43 26.     (W)   SCALED
 MS0204* NAVD 88 ORTHO HEIGHT -  1285.213 (meters)     4216.57  (feet) ADJUSTED
 MS0204  ______________________________________________________________________
 MS0204  GEOID HEIGHT    -        -15.689 (meters)                     GEOID18
 MS0204  DYNAMIC HEIGHT  -       1284.358 (meters)     4213.76  (feet) COMP
 MS0204  MODELED GRAVITY -    979,913.6   (mgal)                       NAVD 88
 MS0204
 MS0204  VERT ORDER      -  FIRST     CLASS II
 MS0204
 MS0204.The horizontal coordinates were scaled from a map and have
 MS0204.an estimated accuracy of +/- 6 seconds.
 MS0204
 MS0204.The orthometric height was determined by differential leveling and
 MS0204.adjusted by the NATIONAL GEODETIC SURVEY
 MS0204.in June 1991.
 MS0204
 MS0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0204.GEOID18 height accuracy estimate available here.
 MS0204
 MS0204.Click photographs - Photos may exist for this station.
 MS0204
 MS0204.The dynamic height is computed by dividing the NAVD 88
 MS0204.geopotential number by the normal gravity value computed on the
 MS0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0204.degrees latitude (g = 980.6199 gals.).
 MS0204
 MS0204.The modeled gravity was interpolated from observed gravity values.
 MS0204
 MS0204;                    North         East    Units  Estimated Accuracy
 MS0204;SPC UT N     - 1,152,000.      398,120.      MT  (+/- 180 meters Scaled)
 MS0204
 MS0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM565174(NAD 83)
 MS0204
 MS0204                          SUPERSEDED SURVEY CONTROL
 MS0204
 MS0204  NGVD 29 (??/??/92) 1284.220  (m)         4213.31   (f) ADJ UNCH    1 2
 MS0204
 MS0204.Superseded values are not recommended for survey control.
 MS0204
 MS0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0204.See file dsdata.pdf to determine how the superseded data were derived.
 MS0204
 MS0204_MARKER: DB = BENCH MARK DISK
 MS0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0204_STAMPING: E 10 1911
 MS0204_MARK LOGO: CGS
 MS0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0204+STABILITY: SURFACE MOTION
 MS0204
 MS0204  HISTORY     - Date     Condition        Report By
 MS0204  HISTORY     - 1911     MONUMENTED       CGS
 MS0204  HISTORY     - 1953     GOOD             CGS
 MS0204
 MS0204                          STATION DESCRIPTION
 MS0204
 MS0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0204'12.6 MI SE FROM LOCOMOTIVE SPRINGS.
 MS0204'1.4 MILES NORTHEAST ALONG A DIRT ROAD FROM THE NORTHWEST SPRING OF
 MS0204'LOCOMOTIVE SPRINGS, THENCE 11.2 MILES SOUTHEAST ALONG A GRAVELED ROAD
 MS0204'ON THE ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED.  0.5 MILE (19
 MS0204'POLES) SOUTHEAST OF MILEPOLE 755, 100 FEET SOUTHWEST OF AND ACROSS THE
 MS0204'ROAD FROM TELEPHONE POLE 23B MARKED BY THE WHITE PAINTED LETTERS BM,
 MS0204'82.3 FEET WEST OF AND ACROSS THE ROAD FROM X 60, 49 FEET SOUTHWEST OF
 MS0204'THE CENTER LINE OF THE ROAD, 1.2 FEET NORTHEAST OF A WITNESS POST,
 MS0204'ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND PROJECTING 0.4 FOOT ABOVE
 MS0204'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0194 ***********************************************************************
 HM0194  DESIGNATION -  E 100
 HM0194  PID         -  HM0194
 HM0194  STATE/COUNTY-  UT/SAN JUAN
 HM0194  COUNTRY     -  US
 HM0194  USGS QUAD   -  BLACK MESA BUTTE (2017)
 HM0194
 HM0194                         *CURRENT SURVEY CONTROL
 HM0194  ______________________________________________________________________
 HM0194* NAD 83(1986) POSITION- 37 34 30.     (N) 109 30 12.     (W)   SCALED
 HM0194* NAVD 88 ORTHO HEIGHT -  1738.292 (meters)     5703.05  (feet) ADJUSTED
 HM0194  ______________________________________________________________________
 HM0194  GEOID HEIGHT    -        -20.078 (meters)                     GEOID18
 HM0194  DYNAMIC HEIGHT  -       1736.251 (meters)     5696.35  (feet) COMP
 HM0194  MODELED GRAVITY -    979,394.9   (mgal)                       NAVD 88
 HM0194
 HM0194  VERT ORDER      -  FIRST     CLASS II
 HM0194
 HM0194.The horizontal coordinates were scaled from a map and have
 HM0194.an estimated accuracy of +/- 6 seconds.
 HM0194
 HM0194.The orthometric height was determined by differential leveling and
 HM0194.adjusted by the NATIONAL GEODETIC SURVEY
 HM0194.in June 1991.
 HM0194
 HM0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0194.GEOID18 height accuracy estimate available here.
 HM0194
 HM0194.Click photographs - Photos may exist for this station.
 HM0194
 HM0194.The dynamic height is computed by dividing the NAVD 88
 HM0194.geopotential number by the normal gravity value computed on the
 HM0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0194.degrees latitude (g = 980.6199 gals.).
 HM0194
 HM0194.The modeled gravity was interpolated from observed gravity values.
 HM0194
 HM0194;                    North         East    Units  Estimated Accuracy
 HM0194;SPC UT S     - 3,102,690.      676,360.      MT  (+/- 180 meters Scaled)
 HM0194
 HM0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG321597(NAD 83)
 HM0194
 HM0194                          SUPERSEDED SURVEY CONTROL
 HM0194
 HM0194  NGVD 29 (??/??/92) 1737.223  (m)         5699.54   (f) ADJ UNCH    1 2
 HM0194
 HM0194.Superseded values are not recommended for survey control.
 HM0194
 HM0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0194.See file dsdata.pdf to determine how the superseded data were derived.
 HM0194
 HM0194_MARKER: DB = BENCH MARK DISK
 HM0194_SETTING: 66 = SET IN ROCK OUTCROP
 HM0194_STAMPING: E 100 1958
 HM0194_MARK LOGO: CGS
 HM0194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0194+STABILITY: POSITION/ELEVATION WELL
 HM0194
 HM0194  HISTORY     - Date     Condition        Report By
 HM0194  HISTORY     - 1958     MONUMENTED       CGS
 HM0194  HISTORY     - 1959     GOOD             CGS
 HM0194
 HM0194                          STATION DESCRIPTION
 HM0194
 HM0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0194'4.9 MI SW FROM BLANDING.
 HM0194'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0194'BLANDING, THENCE 1.0 MILE WEST ALONG STATE HIGHWAY 95, 0.07 MILE
 HM0194'NORTHWEST OF THE JUNCTION OF A DRIVEWAY SOUTH, AT THE SOUTHEASTE END
 HM0194'AND ON THE OUTSIDE OF A CURVE, IN THE TOP OF A MASSIVE SANDSTONE
 HM0194'OUTCROP THAT PROJECTS 3 1/2 FEET ABOVE THE GROUND, 54 1/2 FEET
 HM0194'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET SOUTHWEST OF A
 HM0194'WITNESS POST, 12 FEET NORTHWEST OF A 10-INCH PINON TREE GROWING IN A
 HM0194'CRACK IN THE ROCK AND ABOUT 3 1/2 FEET ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0100 ***********************************************************************
 LO0100  DESIGNATION -  E 101
 LO0100  PID         -  LO0100
 LO0100  STATE/COUNTY-  UT/DUCHESNE
 LO0100  COUNTRY     -  US
 LO0100  USGS QUAD   -  BLACKTAIL MOUNTAIN (2017)
 LO0100
 LO0100                         *CURRENT SURVEY CONTROL
 LO0100  ______________________________________________________________________
 LO0100* NAD 83(1986) POSITION- 40 17 51.     (N) 110 31 09.     (W)   SCALED
 LO0100* NAVD 88 ORTHO HEIGHT -  1851.212 (meters)     6073.52  (feet) ADJUSTED
 LO0100  ______________________________________________________________________
 LO0100  GEOID HEIGHT    -        -16.332 (meters)                     GEOID18
 LO0100  DYNAMIC HEIGHT  -       1849.372 (meters)     6067.48  (feet) COMP
 LO0100  MODELED GRAVITY -    979,566.5   (mgal)                       NAVD 88
 LO0100
 LO0100  VERT ORDER      -  SECOND    CLASS 0
 LO0100
 LO0100.The horizontal coordinates were scaled from a map and have
 LO0100.an estimated accuracy of +/- 6 seconds.
 LO0100
 LO0100.The orthometric height was determined by differential leveling and
 LO0100.adjusted by the NATIONAL GEODETIC SURVEY
 LO0100.in June 1991.
 LO0100
 LO0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0100.GEOID18 height accuracy estimate available here.
 LO0100
 LO0100.Click photographs - Photos may exist for this station.
 LO0100
 LO0100.The dynamic height is computed by dividing the NAVD 88
 LO0100.geopotential number by the normal gravity value computed on the
 LO0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0100.degrees latitude (g = 980.6199 gals.).
 LO0100
 LO0100.The modeled gravity was interpolated from observed gravity values.
 LO0100
 LO0100;                    North         East    Units  Estimated Accuracy
 LO0100;SPC UT C     - 2,218,520.      583,390.      MT  (+/- 180 meters Scaled)
 LO0100
 LO0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK408608(NAD 83)
 LO0100
 LO0100                          SUPERSEDED SURVEY CONTROL
 LO0100
 LO0100  NGVD 29 (??/??/92) 1849.862  (m)         6069.09   (f) ADJ UNCH    2 0
 LO0100
 LO0100.Superseded values are not recommended for survey control.
 LO0100
 LO0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0100.See file dsdata.pdf to determine how the superseded data were derived.
 LO0100
 LO0100_MARKER: DB = BENCH MARK DISK
 LO0100_SETTING: 80 = SET IN A BOULDER
 LO0100_STAMPING: E 101 1962
 LO0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0100+STABILITY: SURFACE MOTION
 LO0100
 LO0100  HISTORY     - Date     Condition        Report By
 LO0100  HISTORY     - 1962     MONUMENTED       CGS
 LO0100
 LO0100                          STATION DESCRIPTION
 LO0100
 LO0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0100'12.3 MI SE FROM TABIONA.
 LO0100'12.3 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0100'TABIONA, 0.2 MILES WEST OF THE JUNCTION OF A PRIVATE DRIVEWAY AND A
 LO0100'WOODEN BRIDGE, 76 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 143
 LO0100'FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 3.3 FEET EAST OF A WITNESS
 LO0100'POST, IN THE TOP OF A LARGE BOULDER, ABOUT 7 FEET HIGHER THEN THE
 LO0100'HIGHWAY, AND 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0360 ***********************************************************************
 LN0360  DESIGNATION -  E 102
 LN0360  PID         -  LN0360
 LN0360  STATE/COUNTY-  UT/DAGGETT
 LN0360  COUNTRY     -  US
 LN0360  USGS QUAD   -  FLAMING GORGE (2017)
 LN0360
 LN0360                         *CURRENT SURVEY CONTROL
 LN0360  ______________________________________________________________________
 LN0360* NAD 83(1986) POSITION- 40 59 52.     (N) 109 37 09.     (W)   SCALED
 LN0360* NAVD 88 ORTHO HEIGHT -  1828.228 (meters)     5998.11  (feet) ADJUSTED
 LN0360  ______________________________________________________________________
 LN0360  GEOID HEIGHT    -        -14.311 (meters)                     GEOID18
 LN0360  DYNAMIC HEIGHT  -       1826.572 (meters)     5992.68  (feet) COMP
 LN0360  MODELED GRAVITY -    979,654.5   (mgal)                       NAVD 88
 LN0360
 LN0360  VERT ORDER      -  SECOND    CLASS 0
 LN0360
 LN0360.The horizontal coordinates were scaled from a map and have
 LN0360.an estimated accuracy of +/- 6 seconds.
 LN0360
 LN0360.The orthometric height was determined by differential leveling and
 LN0360.adjusted by the NATIONAL GEODETIC SURVEY
 LN0360.in June 1991.
 LN0360
 LN0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0360.GEOID18 height accuracy estimate available here.
 LN0360
 LN0360.Click photographs - Photos may exist for this station.
 LN0360
 LN0360.The dynamic height is computed by dividing the NAVD 88
 LN0360.geopotential number by the normal gravity value computed on the
 LN0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0360.degrees latitude (g = 980.6199 gals.).
 LN0360
 LN0360.The modeled gravity was interpolated from observed gravity values.
 LN0360
 LN0360;                    North         East    Units  Estimated Accuracy
 LN0360;SPC UT N     - 1,075,500.      658,230.      MT  (+/- 180 meters Scaled)
 LN0360
 LN0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL161394(NAD 83)
 LN0360
 LN0360                          SUPERSEDED SURVEY CONTROL
 LN0360
 LN0360  NGVD 29 (??/??/92) 1826.941  (m)         5993.89   (f) ADJ UNCH    2 0
 LN0360
 LN0360.Superseded values are not recommended for survey control.
 LN0360
 LN0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0360.See file dsdata.pdf to determine how the superseded data were derived.
 LN0360
 LN0360_MARKER: DB = BENCH MARK DISK
 LN0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0360_STAMPING: E 102 1962
 LN0360_MARK LOGO: CGS
 LN0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0360+STABILITY: SURFACE MOTION
 LN0360
 LN0360  HISTORY     - Date     Condition        Report By
 LN0360  HISTORY     - 1962     MONUMENTED       CGS
 LN0360  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0360
 LN0360                          STATION DESCRIPTION
 LN0360
 LN0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0360'1.9 MI E FROM LINWOOD.
 LN0360'1.9 MILES EAST ALONG ROAD TO FLAMING GORGE DAM FROM THE JUNCTION OF
 LN0360'WYOMING STATE HIGHWAY 530 AT LINWOOD, 66 FEET EAST OF THE CENTER OF
 LN0360'JUNCTION OF A DIRT ROAD, 39 FEET NORTH-NORTHEAST OF THE CENTER LINE OF
 LN0360'THE ROAD, 71 FEET EAST OF A STOP SIGN, 52 FEET EAST OF THE CENTER LINE
 LN0360'OF A TRACK ROAD, 2.6 FEET WEST-NORTHWEST OF A WITNESS POST, ABOUT 1
 LN0360'1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LN0360'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LN0360
 LN0360                          STATION RECOVERY (1984)
 LN0360
 LN0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0360'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0230 ***********************************************************************
 LN0230  DESIGNATION -  E 103
 LN0230  PID         -  LN0230
 LN0230  STATE/COUNTY-  UT/DAGGETT
 LN0230  COUNTRY     -  US
 LN0230  USGS QUAD   -  CLAY BASIN (2017)
 LN0230
 LN0230                         *CURRENT SURVEY CONTROL
 LN0230  ______________________________________________________________________
 LN0230* NAD 83(1986) POSITION- 40 55 33.     (N) 109 08 20.     (W)   SCALED
 LN0230* NAVD 88 ORTHO HEIGHT -  1876.365 (meters)     6156.04  (feet) ADJUSTED
 LN0230  ______________________________________________________________________
 LN0230  GEOID HEIGHT    -        -14.104 (meters)                     GEOID18
 LN0230  DYNAMIC HEIGHT  -       1874.733 (meters)     6150.69  (feet) COMP
 LN0230  MODELED GRAVITY -    979,687.1   (mgal)                       NAVD 88
 LN0230
 LN0230  VERT ORDER      -  SECOND    CLASS 0
 LN0230
 LN0230.The horizontal coordinates were scaled from a map and have
 LN0230.an estimated accuracy of +/- 6 seconds.
 LN0230
 LN0230.The orthometric height was determined by differential leveling and
 LN0230.adjusted by the NATIONAL GEODETIC SURVEY
 LN0230.in June 1991.
 LN0230
 LN0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0230.GEOID18 height accuracy estimate available here.
 LN0230
 LN0230.Click photographs - Photos may exist for this station.
 LN0230
 LN0230.The dynamic height is computed by dividing the NAVD 88
 LN0230.geopotential number by the normal gravity value computed on the
 LN0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0230.degrees latitude (g = 980.6199 gals.).
 LN0230
 LN0230.The modeled gravity was interpolated from observed gravity values.
 LN0230
 LN0230;                    North         East    Units  Estimated Accuracy
 LN0230;SPC UT N     - 1,068,500.      698,850.      MT  (+/- 180 meters Scaled)
 LN0230
 LN0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL567321(NAD 83)
 LN0230
 LN0230                          SUPERSEDED SURVEY CONTROL
 LN0230
 LN0230  NGVD 29 (??/??/92) 1875.145  (m)         6152.04   (f) ADJ UNCH    2 0
 LN0230
 LN0230.Superseded values are not recommended for survey control.
 LN0230
 LN0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0230.See file dsdata.pdf to determine how the superseded data were derived.
 LN0230
 LN0230_MARKER: DB = BENCH MARK DISK
 LN0230_SETTING: 66 = SET IN ROCK OUTCROP
 LN0230_STAMPING: E 103 1962
 LN0230_MARK LOGO: CGS
 LN0230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0230+STABILITY: POSITION/ELEVATION WELL
 LN0230
 LN0230  HISTORY     - Date     Condition        Report By
 LN0230  HISTORY     - 1962     MONUMENTED       CGS
 LN0230
 LN0230                          STATION DESCRIPTION
 LN0230
 LN0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0230'33.3 MI E FROM LINWOOD.
 LN0230'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0230'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 28.3 MILES
 LN0230'EAST ALONG CLAY BASIN ROAD, IN THE TOP OF A LARGE OUTCROP IN THE MOUTH
 LN0230'OF A CANYON, 38 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 6.0
 LN0230'FEET SOUTHEAST OF THE CENTER OF A WASH, ABOUT 5 FEET HIGHER THAN THE
 LN0230'ROAD, AND 2.6 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0071 ***********************************************************************
 LO0071  DESIGNATION -  E 104
 LO0071  PID         -  LO0071
 LO0071  STATE/COUNTY-  UT/DUCHESNE
 LO0071  COUNTRY     -  US
 LO0071  USGS QUAD   -  STRAWBERRY PINNACLES (2017)
 LO0071
 LO0071                         *CURRENT SURVEY CONTROL
 LO0071  ______________________________________________________________________
 LO0071* NAD 83(1986) POSITION- 40 12 10.     (N) 110 42 52.     (W)   SCALED
 LO0071* NAVD 88 ORTHO HEIGHT -  2058.178 (meters)     6752.54  (feet) ADJUSTED
 LO0071  ______________________________________________________________________
 LO0071  GEOID HEIGHT    -        -16.318 (meters)                     GEOID18
 LO0071  DYNAMIC HEIGHT  -       2056.070 (meters)     6745.62  (feet) COMP
 LO0071  MODELED GRAVITY -    979,528.4   (mgal)                       NAVD 88
 LO0071
 LO0071  VERT ORDER      -  SECOND    CLASS 0
 LO0071
 LO0071.The horizontal coordinates were scaled from a map and have
 LO0071.an estimated accuracy of +/- 6 seconds.
 LO0071
 LO0071.The orthometric height was determined by differential leveling and
 LO0071.adjusted by the NATIONAL GEODETIC SURVEY
 LO0071.in June 1991.
 LO0071
 LO0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0071.GEOID18 height accuracy estimate available here.
 LO0071
 LO0071.Click photographs - Photos may exist for this station.
 LO0071
 LO0071.The dynamic height is computed by dividing the NAVD 88
 LO0071.geopotential number by the normal gravity value computed on the
 LO0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0071.degrees latitude (g = 980.6199 gals.).
 LO0071
 LO0071.The modeled gravity was interpolated from observed gravity values.
 LO0071
 LO0071;                    North         East    Units  Estimated Accuracy
 LO0071;SPC UT C     - 2,207,840.      566,880.      MT  (+/- 180 meters Scaled)
 LO0071
 LO0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK243503(NAD 83)
 LO0071
 LO0071                          SUPERSEDED SURVEY CONTROL
 LO0071
 LO0071  NGVD 29 (??/??/92) 2056.804  (m)         6748.03   (f) ADJ UNCH    2 0
 LO0071
 LO0071.Superseded values are not recommended for survey control.
 LO0071
 LO0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0071.See file dsdata.pdf to determine how the superseded data were derived.
 LO0071
 LO0071_MARKER: DB = BENCH MARK DISK
 LO0071_SETTING: 66 = SET IN ROCK OUTCROP
 LO0071_STAMPING: E 104 1962
 LO0071_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0071+STABILITY: POSITION/ELEVATION WELL
 LO0071
 LO0071  HISTORY     - Date     Condition        Report By
 LO0071  HISTORY     - 1962     MONUMENTED       CGS
 LO0071
 LO0071                          STATION DESCRIPTION
 LO0071
 LO0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0071'7.4 MI E FROM FRUITLAND.
 LO0071'7.4 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LO0071'FRUITLAND, 0.95 MILES EAST OF THE JUNCTION OF STATE HIGHWAY 208, AT
 LO0071'THE JUNCTION OF A TRACK ROAD LEADING NORTH, AT THE SOUTHEAST END OF A
 LO0071'NORTHWEST-SOUTHEAST ROW OF TREES, IN THE TOP OF A LARGE FLAT SANDSTONE
 LO0071'OUTCROP ABOUT FLUSH WITH THE GROUND, 37 FEET NORTH OF THE CENTER LINE
 LO0071'OF THE HIGHWAY, 22.1 FEET SOUTH-SOUTHWEST OF A WITNESS POST, 48 FEET
 LO0071'WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0285 ***********************************************************************
 LO0285  DESIGNATION -  E 105
 LO0285  PID         -  LO0285
 LO0285  STATE/COUNTY-  UT/SUMMIT
 LO0285  COUNTRY     -  US
 LO0285  USGS QUAD   -  WOODLAND (2017)
 LO0285
 LO0285                         *CURRENT SURVEY CONTROL
 LO0285  ______________________________________________________________________
 LO0285* NAD 83(1986) POSITION- 40 35 21.     (N) 111 14 33.     (W)   SCALED
 LO0285* NAVD 88 ORTHO HEIGHT -  2051.749 (meters)     6731.45  (feet) ADJUSTED
 LO0285  ______________________________________________________________________
 LO0285  GEOID HEIGHT    -        -14.929 (meters)                     GEOID18
 LO0285  DYNAMIC HEIGHT  -       2049.785 (meters)     6725.00  (feet) COMP
 LO0285  MODELED GRAVITY -    979,594.7   (mgal)                       NAVD 88
 LO0285
 LO0285  VERT ORDER      -  SECOND    CLASS 0
 LO0285
 LO0285.The horizontal coordinates were scaled from a map and have
 LO0285.an estimated accuracy of +/- 6 seconds.
 LO0285
 LO0285.The orthometric height was determined by differential leveling and
 LO0285.adjusted by the NATIONAL GEODETIC SURVEY
 LO0285.in June 1991.
 LO0285
 LO0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0285.GEOID18 height accuracy estimate available here.
 LO0285
 LO0285.Click photographs - Photos may exist for this station.
 LO0285
 LO0285.The dynamic height is computed by dividing the NAVD 88
 LO0285.geopotential number by the normal gravity value computed on the
 LO0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0285.degrees latitude (g = 980.6199 gals.).
 LO0285
 LO0285.The modeled gravity was interpolated from observed gravity values.
 LO0285
 LO0285;                    North         East    Units  Estimated Accuracy
 LO0285;SPC UT N     - 1,028,440.      521,800.      MT  (+/- 180 meters Scaled)
 LO0285
 LO0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK794931(NAD 83)
 LO0285
 LO0285                          SUPERSEDED SURVEY CONTROL
 LO0285
 LO0285  NGVD 29 (??/??/92) 2050.455  (m)         6727.20   (f) ADJ UNCH    2 0
 LO0285
 LO0285.Superseded values are not recommended for survey control.
 LO0285
 LO0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0285.See file dsdata.pdf to determine how the superseded data were derived.
 LO0285
 LO0285_MARKER: DB = BENCH MARK DISK
 LO0285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0285_SP_SET: FOUNDATION
 LO0285_STAMPING: E 105 1962
 LO0285_MARK LOGO: CGS
 LO0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0285
 LO0285  HISTORY     - Date     Condition        Report By
 LO0285  HISTORY     - 1962     MONUMENTED       CGS
 LO0285
 LO0285                          STATION DESCRIPTION
 LO0285
 LO0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0285'3.0 MI SE FROM FRANCIS.
 LO0285'3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0285'HIGHWAY 189 AT FRANCIS, ACROSS THE HIGHWAY FROM A FARMHOUSE, SET
 LO0285'VERTICALLY IN THE EAST FACE OF THE CONCRETE FOUNDATION OF AN
 LO0285'IRRIGATION SIPHON, 25 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 0.4
 LO0285'FOOT NORTH OF THE SOUTHEAST CORNER OF THE SIPHON, ABOUT 2 FEET HIGHER
 LO0285'THAN THE HIGHWAY, AND 1.4 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0266 ***********************************************************************
 LO0266  DESIGNATION -  E 106
 LO0266  PID         -  LO0266
 LO0266  STATE/COUNTY-  UT/WASATCH
 LO0266  COUNTRY     -  US
 LO0266  USGS QUAD   -  SOAPSTONE BASIN (2017)
 LO0266
 LO0266                         *CURRENT SURVEY CONTROL
 LO0266  ______________________________________________________________________
 LO0266* NAD 83(1986) POSITION- 40 30 58.     (N) 111 03 13.     (W)   SCALED
 LO0266* NAVD 88 ORTHO HEIGHT -  2507.406 (meters)     8226.38  (feet) ADJUSTED
 LO0266  ______________________________________________________________________
 LO0266  GEOID HEIGHT    -        -14.143 (meters)                     GEOID18
 LO0266  DYNAMIC HEIGHT  -       2504.788 (meters)     8217.79  (feet) COMP
 LO0266  MODELED GRAVITY -    979,489.7   (mgal)                       NAVD 88
 LO0266
 LO0266  VERT ORDER      -  SECOND    CLASS 0
 LO0266
 LO0266.The horizontal coordinates were scaled from a map and have
 LO0266.an estimated accuracy of +/- 6 seconds.
 LO0266
 LO0266.The orthometric height was determined by differential leveling and
 LO0266.adjusted by the NATIONAL GEODETIC SURVEY
 LO0266.in June 1991.
 LO0266
 LO0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0266.GEOID18 height accuracy estimate available here.
 LO0266
 LO0266.Click photographs - Photos may exist for this station.
 LO0266
 LO0266.The dynamic height is computed by dividing the NAVD 88
 LO0266.geopotential number by the normal gravity value computed on the
 LO0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0266.degrees latitude (g = 980.6199 gals.).
 LO0266
 LO0266.The modeled gravity was interpolated from observed gravity values.
 LO0266
 LO0266;                    North         East    Units  Estimated Accuracy
 LO0266;SPC UT C     - 2,242,430.      537,830.      MT  (+/- 180 meters Scaled)
 LO0266
 LO0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK954850(NAD 83)
 LO0266
 LO0266                          SUPERSEDED SURVEY CONTROL
 LO0266
 LO0266  NGVD 29 (??/??/92) 2505.964  (m)         8221.65   (f) ADJ UNCH    2 0
 LO0266
 LO0266.Superseded values are not recommended for survey control.
 LO0266
 LO0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0266.See file dsdata.pdf to determine how the superseded data were derived.
 LO0266
 LO0266_MARKER: DB = BENCH MARK DISK
 LO0266_SETTING: 66 = SET IN ROCK OUTCROP
 LO0266_STAMPING: E 106 1962
 LO0266_MARK LOGO: CGS
 LO0266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0266+STABILITY: POSITION/ELEVATION WELL
 LO0266
 LO0266  HISTORY     - Date     Condition        Report By
 LO0266  HISTORY     - 1962     MONUMENTED       CGS
 LO0266  HISTORY     - 1972     MARK NOT FOUND   USGS
 LO0266
 LO0266                          STATION DESCRIPTION
 LO0266
 LO0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0266'16.65 MI SE FROM FRANCIS.
 LO0266'16.65 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.
 LO0266'S. HIGHWAY 189 AT FRANCIS, 0.4 MILE WEST OF BENCH MARK P 105, 0.35
 LO0266'MILE WEST OF THE JUNCTION OF A ROAD AND MONUMENT, SET VERTICALLY IN
 LO0266'THE SOUTHEAST FACE OF AN OUTCROP, 11 FEET NORTHWEST OF THE CENTER LINE
 LO0266'OF THE HIGHWAY, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND 2.2 FEET
 LO0266'ABOVE THE GROUND.
 LO0266
 LO0266                          STATION RECOVERY (1972)
 LO0266
 LO0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 LO0266'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0306 ***********************************************************************
 LO0306  DESIGNATION -  E 107
 LO0306  PID         -  LO0306
 LO0306  STATE/COUNTY-  UT/SUMMIT
 LO0306  COUNTRY     -  US
 LO0306  USGS QUAD   -  WANSHIP (2017)
 LO0306
 LO0306                         *CURRENT SURVEY CONTROL
 LO0306  ______________________________________________________________________
 LO0306* NAD 83(1986) POSITION- 40 46 10.9    (N) 111 24 04.4    (W)   HD_HELD2
 LO0306* NAVD 88 ORTHO HEIGHT -  1855.089 (meters)     6086.24  (feet) ADJUSTED
 LO0306  ______________________________________________________________________
 LO0306  GEOID HEIGHT    -        -15.618 (meters)                     GEOID18
 LO0306  DYNAMIC HEIGHT  -       1853.390 (meters)     6080.66  (feet) COMP
 LO0306  MODELED GRAVITY -    979,643.2   (mgal)                       NAVD 88
 LO0306
 LO0306  VERT ORDER      -  SECOND    CLASS 0
 LO0306
 LO0306.The horizontal coordinates were established by autonomous hand held GPS
 LO0306.observations and have an estimated accuracy of +/- 10 meters.
 LO0306
 LO0306.The orthometric height was determined by differential leveling and
 LO0306.adjusted by the NATIONAL GEODETIC SURVEY
 LO0306.in June 1991.
 LO0306
 LO0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0306.GEOID18 height accuracy estimate available here.
 LO0306
 LO0306.Click photographs - Photos may exist for this station.
 LO0306
 LO0306.The dynamic height is computed by dividing the NAVD 88
 LO0306.geopotential number by the normal gravity value computed on the
 LO0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0306.degrees latitude (g = 980.6199 gals.).
 LO0306
 LO0306.The modeled gravity was interpolated from observed gravity values.
 LO0306
 LO0306;                    North         East    Units  Estimated Accuracy
 LO0306;SPC UT N     - 1,048,462.      508,339.      MT  (+/- 10 meters HH2 GPS)
 LO0306
 LO0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL6613913268(NAD 83)
 LO0306
 LO0306                          SUPERSEDED SURVEY CONTROL
 LO0306
 LO0306  NGVD 29 (??/??/92) 1853.819  (m)         6082.07   (f) ADJ UNCH    2 0
 LO0306
 LO0306.Superseded values are not recommended for survey control.
 LO0306
 LO0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0306.See file dsdata.pdf to determine how the superseded data were derived.
 LO0306
 LO0306_MARKER: DB = BENCH MARK DISK
 LO0306_SETTING: 66 = SET IN ROCK OUTCROP
 LO0306_STAMPING: E 107 1962
 LO0306_MARK LOGO: CGS
 LO0306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0306+STABILITY: POSITION/ELEVATION WELL
 LO0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LO0306+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2005
 LO0306
 LO0306  HISTORY     - Date     Condition        Report By
 LO0306  HISTORY     - 1962     MONUMENTED       CGS
 LO0306  HISTORY     - 20050908 GOOD             INDIV
 LO0306
 LO0306                          STATION DESCRIPTION
 LO0306
 LO0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0306'3.15 MI S FROM WANSHIP.
 LO0306'3.15 MILES SOUTH ALONG U.S. HIGHWAY 189 FROM THE LATTER DAY SAINTS
 LO0306'CHURCH AT WANSHIP, ON THE OUTSIDE OF A CURVE, AT A TURNOUT AT THE EDGE
 LO0306'OF A LAKE, SET VERTICALLY IN THE SOUTH FACE OF A LARGE OUTCROP, 33
 LO0306'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET NORTH-NORTHEAST
 LO0306'OF THE NORTH END OF A GUARDRAIL, ABOUT 1 FOOT LOWER THEN THE HIGHWAY,
 LO0306'AND 1.6 FEET ABOVE THE GROUND.
 LO0306
 LO0306                          STATION RECOVERY (2005)
 LO0306
 LO0306'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RW)
 LO0306'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0016 ***********************************************************************
 JN0016  DESIGNATION -  E 11
 JN0016  PID         -  JN0016
 JN0016  STATE/COUNTY-  UT/EMERY
 JN0016  COUNTRY     -  US
 JN0016  USGS QUAD   -  GREEN RIVER (2017)
 JN0016
 JN0016                         *CURRENT SURVEY CONTROL
 JN0016  ______________________________________________________________________
 JN0016* NAD 83(1986) POSITION- 38 59 06.1    (N) 110 09 00.7    (W)   HD_HELD2
 JN0016* NAVD 88 ORTHO HEIGHT -  1239.627 (meters)     4067.01  (feet) ADJUSTED
 JN0016  ______________________________________________________________________
 JN0016  GEOID HEIGHT    -        -20.174 (meters)                     GEOID18
 JN0016  DYNAMIC HEIGHT  -       1238.432 (meters)     4063.09  (feet) COMP
 JN0016  MODELED GRAVITY -    979,622.1   (mgal)                       NAVD 88
 JN0016
 JN0016  VERT ORDER      -  FIRST     CLASS II
 JN0016
 JN0016.The horizontal coordinates were established by autonomous hand held GPS
 JN0016.observations and have an estimated accuracy of +/- 10 meters.
 JN0016
 JN0016.The orthometric height was determined by differential leveling and
 JN0016.adjusted by the NATIONAL GEODETIC SURVEY
 JN0016.in June 1991.
 JN0016
 JN0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0016.GEOID18 height accuracy estimate available here.
 JN0016
 JN0016.Click photographs - Photos may exist for this station.
 JN0016
 JN0016.The dynamic height is computed by dividing the NAVD 88
 JN0016.geopotential number by the normal gravity value computed on the
 JN0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0016.degrees latitude (g = 980.6199 gals.).
 JN0016
 JN0016.The modeled gravity was interpolated from observed gravity values.
 JN0016
 JN0016;                    North         East    Units  Estimated Accuracy
 JN0016;SPC UT C     - 2,073,235.      616,950.      MT  (+/- 10 meters HH2 GPS)
 JN0016
 JN0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ7360215458(NAD 83)
 JN0016
 JN0016                          SUPERSEDED SURVEY CONTROL
 JN0016
 JN0016  NGVD 29 (??/??/92) 1238.653  (m)         4063.81   (f) ADJ UNCH    1 2
 JN0016
 JN0016.Superseded values are not recommended for survey control.
 JN0016
 JN0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0016.See file dsdata.pdf to determine how the superseded data were derived.
 JN0016
 JN0016_MARKER: DB = BENCH MARK DISK
 JN0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JN0016_SP_SET: BRIDGE
 JN0016_STAMPING: 4062
 JN0016_MARK LOGO: USGS
 JN0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JN0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JN0016+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2019
 JN0016
 JN0016  HISTORY     - Date     Condition        Report By
 JN0016  HISTORY     - 1910     MONUMENTED       USGS
 JN0016  HISTORY     - 1934     GOOD             CGS
 JN0016  HISTORY     - 20091027 GOOD             GEOCAC
 JN0016  HISTORY     - 20190924 GOOD             NGS
 JN0016
 JN0016                          STATION DESCRIPTION
 JN0016
 JN0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0016'IN GREEN RIVER.
 JN0016'AT GREEN RIVER, EMERY COUNTY, AT THE DENVER AND RIO GRANDE WESTERN
 JN0016'RAILROAD STEEL BRIDGE OVER COLORADO RIVER, AND IN THE NORTH END OF THE
 JN0016'WEST ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 JN0016'STAMPED 4062.
 JN0016
 JN0016                          STATION RECOVERY (2009)
 JN0016
 JN0016'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JN0016'STATION IS NO. 56 (STAMPED) OF A USGS STRING SET IN 1910 (STAMPED),
 JN0016'WITH PORTIONS OF THE '4062' ELEVATION VISIBLE UNDER AN OVER-STAMPED
 JN0016''4063.814'.
 JN0016
 JN0016                          STATION RECOVERY (2019)
 JN0016
 JN0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (DW)
 JN0016'THE BRIDGE CROSSES THE GREEN RIVER, NOT THE COLORADO.  MARK IS ABOUT 6
 JN0016'FT (1.8 M) BELOW TRACK LEVEL ON ORIGINAL CONCRETE.  ACCESS MARK VIA
 JN0016'CONTINUATION OF GREEN RIVER AVE.  (OLD, OLD, OLD US 50) THROUGH GOLF
 JN0016'COURSE AND THEN WALK ON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0022 ***********************************************************************
 JN0022  DESIGNATION -  E 111
 JN0022  PID         -  JN0022
 JN0022  STATE/COUNTY-  UT/WAYNE
 JN0022  COUNTRY     -  US
 JN0022  USGS QUAD   -  STEAMBOAT POINT (2017)
 JN0022
 JN0022                         *CURRENT SURVEY CONTROL
 JN0022  ______________________________________________________________________
 JN0022* NAD 83(1986) POSITION- 38 22 00.7    (N) 110 47 13.2    (W)   HD_HELD2
 JN0022* NAVD 88 ORTHO HEIGHT -  1331.302 (meters)     4367.78  (feet) ADJUSTED
 JN0022  ______________________________________________________________________
 JN0022  GEOID HEIGHT    -        -20.261 (meters)                     GEOID18
 JN0022  DYNAMIC HEIGHT  -       1329.936 (meters)     4363.30  (feet) COMP
 JN0022  MODELED GRAVITY -    979,557.6   (mgal)                       NAVD 88
 JN0022
 JN0022  VERT ORDER      -  FIRST     CLASS II
 JN0022
 JN0022.The horizontal coordinates were established by autonomous hand held GPS
 JN0022.observations and have an estimated accuracy of +/- 10 meters.
 JN0022
 JN0022.The orthometric height was determined by differential leveling and
 JN0022.adjusted by the NATIONAL GEODETIC SURVEY
 JN0022.in June 1991.
 JN0022
 JN0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0022.GEOID18 height accuracy estimate available here.
 JN0022
 JN0022.Click photographs - Photos may exist for this station.
 JN0022
 JN0022.The dynamic height is computed by dividing the NAVD 88
 JN0022.geopotential number by the normal gravity value computed on the
 JN0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0022.degrees latitude (g = 980.6199 gals.).
 JN0022
 JN0022.The modeled gravity was interpolated from observed gravity values.
 JN0022
 JN0022;                    North         East    Units  Estimated Accuracy
 JN0022;SPC UT S     - 3,188,937.      562,311.      MT  (+/- 10 meters HH2 GPS)
 JN0022
 JN0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH1860746541(NAD 83)
 JN0022
 JN0022                          SUPERSEDED SURVEY CONTROL
 JN0022
 JN0022  NGVD 29 (??/??/92) 1330.256  (m)         4364.35   (f) ADJ UNCH    1 2
 JN0022
 JN0022.Superseded values are not recommended for survey control.
 JN0022
 JN0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0022.See file dsdata.pdf to determine how the superseded data were derived.
 JN0022
 JN0022_MARKER: DB = BENCH MARK DISK
 JN0022_SETTING: 66 = SET IN ROCK OUTCROP
 JN0022_STAMPING: E 111 1958
 JN0022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0022+STABILITY: POSITION/ELEVATION WELL
 JN0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JN0022+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2009
 JN0022
 JN0022  HISTORY     - Date     Condition        Report By
 JN0022  HISTORY     - 1958     MONUMENTED       CGS
 JN0022  HISTORY     - 20091228 GOOD             GEOCAC
 JN0022
 JN0022                          STATION DESCRIPTION
 JN0022
 JN0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0022'5.45 MI W FROM HANKSVILLE.
 JN0022'5.45 MILES WEST ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0022'HANKSVILLE, 70 YARDS SOUTHWEST OF THE T JUNCTION OF A TRACK ROAD
 JN0022'SOUTH, 0.05 MILE EAST OF A SUMMIT, AT THE WEST END OF A SHARP CURVE,
 JN0022'IN TOP OF THE NORTH SLOPE OF A 10-BY 12-FOOT CONGLOMORATE SANDSTONE
 JN0022'OUTCROP WHICH PROJECTS 7 FEET ABOVE THE GROUND, 95 FEET WEST OF THE
 JN0022'CENTER LINE OF THE ROAD, 67 FEET SOUTH OF THE CENTER LINE OF THE
 JN0022'HIGHWAY, AND 3 FEET ABOVE THE GROUND.
 JN0022
 JN0022                          STATION RECOVERY (2009)
 JN0022
 JN0022'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JN0022'THE REBUILT UTAH 24 IS BASICALLY STRAIGHT AND NEAR FLAT AT THIS
 JN0022'LOCATION. STATION CAN BE FOUND AT THE EAST END OF A CUT, IN TOP OF THE
 JN0022'NORTH SLOPE OF A 10-BY 12-FOOT CONGLOMORATE SANDSTONE OUTCROP WHICH
 JN0022'PROJECTS 7 FEET ABOVE THE GROUND 95 FEET WEST OF THE CENTER LINE OF A
 JN0022'TRACK ROAD SOUTH, 67 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND
 JN0022'3 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0031 ***********************************************************************
 JN0031  DESIGNATION -  E 112
 JN0031  PID         -  JN0031
 JN0031  STATE/COUNTY-  UT/WAYNE
 JN0031  COUNTRY     -  US
 JN0031  USGS QUAD   -  HANKSVILLE (2017)
 JN0031
 JN0031                         *CURRENT SURVEY CONTROL
 JN0031  ______________________________________________________________________
 JN0031* NAD 83(1986) POSITION- 38 21 54.     (N) 110 43 10.     (W)   SCALED
 JN0031* NAVD 88 ORTHO HEIGHT -  1318.259 (meters)     4324.99  (feet) ADJUSTED
 JN0031  ______________________________________________________________________
 JN0031  GEOID HEIGHT    -        -20.308 (meters)                     GEOID18
 JN0031  DYNAMIC HEIGHT  -       1316.917 (meters)     4320.59  (feet) COMP
 JN0031  MODELED GRAVITY -    979,565.9   (mgal)                       NAVD 88
 JN0031
 JN0031  VERT ORDER      -  FIRST     CLASS II
 JN0031
 JN0031.The horizontal coordinates were scaled from a map and have
 JN0031.an estimated accuracy of +/- 6 seconds.
 JN0031
 JN0031.The orthometric height was determined by differential leveling and
 JN0031.adjusted by the NATIONAL GEODETIC SURVEY
 JN0031.in June 1991.
 JN0031
 JN0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0031.GEOID18 height accuracy estimate available here.
 JN0031
 JN0031.Click photographs - Photos may exist for this station.
 JN0031
 JN0031.The dynamic height is computed by dividing the NAVD 88
 JN0031.geopotential number by the normal gravity value computed on the
 JN0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0031.degrees latitude (g = 980.6199 gals.).
 JN0031
 JN0031.The modeled gravity was interpolated from observed gravity values.
 JN0031
 JN0031;                    North         East    Units  Estimated Accuracy
 JN0031;SPC UT S     - 3,188,780.      568,220.      MT  (+/- 180 meters Scaled)
 JN0031
 JN0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH245463(NAD 83)
 JN0031
 JN0031                          SUPERSEDED SURVEY CONTROL
 JN0031
 JN0031  NGVD 29 (??/??/92) 1317.227  (m)         4321.60   (f) ADJ UNCH    1 2
 JN0031
 JN0031.Superseded values are not recommended for survey control.
 JN0031
 JN0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0031.See file dsdata.pdf to determine how the superseded data were derived.
 JN0031
 JN0031_MARKER: DB = BENCH MARK DISK
 JN0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0031_STAMPING: E 112 1958
 JN0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0031+STABILITY: SURFACE MOTION
 JN0031
 JN0031  HISTORY     - Date     Condition        Report By
 JN0031  HISTORY     - 1958     MONUMENTED       CGS
 JN0031
 JN0031                          STATION DESCRIPTION
 JN0031
 JN0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0031'IN SO HANKSVILLE AIRPORT.
 JN0031'AT SOUTH HANKSVILLE AIRPORT, IN R11E T28S S16, 0.3 MILE SOUTHWEST
 JN0031'ALONG A DIRT ROAD FROM BENCH MARK D 112, ON THE EAST SIDE OF A HIGH
 JN0031'BLUFF, AT THE NORTHWEST CORNER OF THE EAST-WEST RUNWAY, 66 FEET
 JN0031'NORTHWEST OF THE CENTER LINE OF THE ROAD, 62 FEET NORTH OF THE CENTER
 JN0031'LINE OF THE RUNWAY, 15 FEET NORTH OF THE NORTH EDGE OF THE RUNWAY, 6
 JN0031'1/2 FEET EAST OF A 4-FOOT LONG BOULDER WHICH PROJECTS 2 1/2 FEET ABOVE
 JN0031'THE GROUND, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 JN0031'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0060 ***********************************************************************
 JN0060  DESIGNATION -  E 113
 JN0060  PID         -  JN0060
 JN0060  STATE/COUNTY-  UT/GARFIELD
 JN0060  COUNTRY     -  US
 JN0060  USGS QUAD   -  TURKEY KNOB (2017)
 JN0060
 JN0060                         *CURRENT SURVEY CONTROL
 JN0060  ______________________________________________________________________
 JN0060* NAD 83(1986) POSITION- 38 07 16.     (N) 110 37 11.     (W)   SCALED
 JN0060* NAVD 88 ORTHO HEIGHT -  1577.649 (meters)     5176.00  (feet) ADJUSTED
 JN0060  ______________________________________________________________________
 JN0060  GEOID HEIGHT    -        -20.281 (meters)                     GEOID18
 JN0060  DYNAMIC HEIGHT  -       1575.956 (meters)     5170.45  (feet) COMP
 JN0060  MODELED GRAVITY -    979,501.1   (mgal)                       NAVD 88
 JN0060
 JN0060  VERT ORDER      -  FIRST     CLASS II
 JN0060
 JN0060.The horizontal coordinates were scaled from a map and have
 JN0060.an estimated accuracy of +/- 6 seconds.
 JN0060
 JN0060.The orthometric height was determined by differential leveling and
 JN0060.adjusted by the NATIONAL GEODETIC SURVEY
 JN0060.in June 1991.
 JN0060
 JN0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0060.GEOID18 height accuracy estimate available here.
 JN0060
 JN0060.Click photographs - Photos may exist for this station.
 JN0060
 JN0060.The dynamic height is computed by dividing the NAVD 88
 JN0060.geopotential number by the normal gravity value computed on the
 JN0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0060.degrees latitude (g = 980.6199 gals.).
 JN0060
 JN0060.The modeled gravity was interpolated from observed gravity values.
 JN0060
 JN0060;                    North         East    Units  Estimated Accuracy
 JN0060;SPC UT S     - 3,161,790.      577,190.      MT  (+/- 180 meters Scaled)
 JN0060
 JN0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH333193(NAD 83)
 JN0060
 JN0060                          SUPERSEDED SURVEY CONTROL
 JN0060
 JN0060  NGVD 29 (??/??/92) 1576.589  (m)         5172.53   (f) ADJ UNCH    1 2
 JN0060
 JN0060.Superseded values are not recommended for survey control.
 JN0060
 JN0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0060.See file dsdata.pdf to determine how the superseded data were derived.
 JN0060
 JN0060_MARKER: DB = BENCH MARK DISK
 JN0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0060_STAMPING: E 113 1958
 JN0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0060+STABILITY: SURFACE MOTION
 JN0060
 JN0060  HISTORY     - Date     Condition        Report By
 JN0060  HISTORY     - 1958     MONUMENTED       CGS
 JN0060
 JN0060                          STATION DESCRIPTION
 JN0060
 JN0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0060'20.0 MI SE FROM HANKSVILLE.
 JN0060'20.0 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE SCHOOL AT
 JN0060'HANKSVILLE, IN R12E T 31S S8, 1.1 MILES NORTHEAST OF THE CROSSING OF
 JN0060'BUTLER WASH, 0.2 MILE NORTHEAST OF A CURVE TO THE SOUTH, 53 FEET
 JN0060'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3.2 FEET WEST OF A
 JN0060'WITNESS POST, LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JN0060'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0011 ***********************************************************************
 HN0011  DESIGNATION -  E 114
 HN0011  PID         -  HN0011
 HN0011  STATE/COUNTY-  UT/GARFIELD
 HN0011  COUNTRY     -  US
 HN0011  USGS QUAD   -  HITE NORTH (2017)
 HN0011
 HN0011                         *CURRENT SURVEY CONTROL
 HN0011  ______________________________________________________________________
 HN0011* NAD 83(1986) POSITION- 37 54 28.     (N) 110 27 25.     (W)   SCALED
 HN0011* NAVD 88 ORTHO HEIGHT -  1156.871 (meters)     3795.50  (feet) ADJUSTED
 HN0011  ______________________________________________________________________
 HN0011  GEOID HEIGHT    -        -20.940 (meters)                     GEOID18
 HN0011  DYNAMIC HEIGHT  -       1155.677 (meters)     3791.58  (feet) COMP
 HN0011  MODELED GRAVITY -    979,558.7   (mgal)                       NAVD 88
 HN0011
 HN0011  VERT ORDER      -  FIRST     CLASS II
 HN0011
 HN0011.The horizontal coordinates were scaled from a map and have
 HN0011.an estimated accuracy of +/- 6 seconds.
 HN0011
 HN0011.The orthometric height was determined by differential leveling and
 HN0011.adjusted by the NATIONAL GEODETIC SURVEY
 HN0011.in June 1991.
 HN0011
 HN0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0011.GEOID18 height accuracy estimate available here.
 HN0011
 HN0011.Click photographs - Photos may exist for this station.
 HN0011
 HN0011.The dynamic height is computed by dividing the NAVD 88
 HN0011.geopotential number by the normal gravity value computed on the
 HN0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0011.degrees latitude (g = 980.6199 gals.).
 HN0011
 HN0011.The modeled gravity was interpolated from observed gravity values.
 HN0011
 HN0011;                    North         East    Units  Estimated Accuracy
 HN0011;SPC UT S     - 3,138,260.      591,720.      MT  (+/- 180 meters Scaled)
 HN0011
 HN0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG477957(NAD 83)
 HN0011
 HN0011                          SUPERSEDED SURVEY CONTROL
 HN0011
 HN0011  NGVD 29 (??/??/92) 1155.895  (m)         3792.30   (f) ADJ UNCH    1 2
 HN0011
 HN0011.Superseded values are not recommended for survey control.
 HN0011
 HN0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0011.See file dsdata.pdf to determine how the superseded data were derived.
 HN0011
 HN0011_MARKER: DB = BENCH MARK DISK
 HN0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HN0011_SP_SET: CULVERT
 HN0011_STAMPING: E 114 1958
 HN0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0011
 HN0011  HISTORY     - Date     Condition        Report By
 HN0011  HISTORY     - 1958     MONUMENTED       CGS
 HN0011  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0011  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0011
 HN0011                          STATION DESCRIPTION
 HN0011
 HN0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0011'42.1 MI SE FROM HANKSVILLE.
 HN0011'ABOUT 42.1 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE
 HN0011'SCHOOL AT HANKSVILLE, 0.25 MILE SOUTHEAST OF THE JUNCTION OF A TRACK
 HN0011'ROAD SOUTH TO A MINE, 0.12 MILE NORTHWEST OF A 12-INCH PIPE CULVERT,
 HN0011'IN THE TOP OF A 12 X 18 FOOT BOULDER WHICH PROJECTS 4 1/2 FEET ABOVE
 HN0011'THE GROUND, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND
 HN0011'ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
 HN0011
 HN0011                          STATION RECOVERY (1982)
 HN0011
 HN0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0011'MARK NOT FOUND.
 HN0011
 HN0011                          STATION RECOVERY (1982)
 HN0011
 HN0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0011'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0043 ***********************************************************************
 HN0043  DESIGNATION -  E 115
 HN0043  PID         -  HN0043
 HN0043  STATE/COUNTY-  UT/SAN JUAN
 HN0043  COUNTRY     -  US
 HN0043  USGS QUAD   -  MANCOS MESA NE (2017)
 HN0043
 HN0043                         *CURRENT SURVEY CONTROL
 HN0043  ______________________________________________________________________
 HN0043* NAD 83(1986) POSITION- 37 44 12.     (N) 110 16 22.     (W)   SCALED
 HN0043* NAVD 88 ORTHO HEIGHT -  1433.491 (meters)     4703.05  (feet) ADJUSTED
 HN0043  ______________________________________________________________________
 HN0043  GEOID HEIGHT    -        -20.784 (meters)                     GEOID18
 HN0043  DYNAMIC HEIGHT  -       1431.948 (meters)     4697.98  (feet) COMP
 HN0043  MODELED GRAVITY -    979,503.1   (mgal)                       NAVD 88
 HN0043
 HN0043  VERT ORDER      -  FIRST     CLASS II
 HN0043
 HN0043.The horizontal coordinates were scaled from a map and have
 HN0043.an estimated accuracy of +/- 6 seconds.
 HN0043
 HN0043.The orthometric height was determined by differential leveling and
 HN0043.adjusted by the NATIONAL GEODETIC SURVEY
 HN0043.in June 1991.
 HN0043
 HN0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0043.GEOID18 height accuracy estimate available here.
 HN0043
 HN0043.Click photographs - Photos may exist for this station.
 HN0043
 HN0043.The dynamic height is computed by dividing the NAVD 88
 HN0043.geopotential number by the normal gravity value computed on the
 HN0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0043.degrees latitude (g = 980.6199 gals.).
 HN0043
 HN0043.The modeled gravity was interpolated from observed gravity values.
 HN0043
 HN0043;                    North         East    Units  Estimated Accuracy
 HN0043;SPC UT S     - 3,119,460.      608,170.      MT  (+/- 180 meters Scaled)
 HN0043
 HN0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG640768(NAD 83)
 HN0043
 HN0043                          SUPERSEDED SURVEY CONTROL
 HN0043
 HN0043  NGVD 29 (??/??/92) 1432.508  (m)         4699.82   (f) ADJ UNCH    1 2
 HN0043
 HN0043.Superseded values are not recommended for survey control.
 HN0043
 HN0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0043.See file dsdata.pdf to determine how the superseded data were derived.
 HN0043
 HN0043_MARKER: DB = BENCH MARK DISK
 HN0043_SETTING: 66 = SET IN ROCK OUTCROP
 HN0043_STAMPING: E 115 1958
 HN0043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0043+STABILITY: POSITION/ELEVATION WELL
 HN0043
 HN0043  HISTORY     - Date     Condition        Report By
 HN0043  HISTORY     - 1958     MONUMENTED       CGS
 HN0043  HISTORY     - 1982     GOOD             USGS
 HN0043  HISTORY     - 1982     GOOD             USGS
 HN0043
 HN0043                          STATION DESCRIPTION
 HN0043
 HN0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0043'10.25 MI NW FROM FRY CANYON.
 HN0043'ABOUT 10.25 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST
 HN0043'OFFICE AT FRY CANYON, 0.6 MILE SOUTHEAST OF DUCKET CROSSING AND ON THE
 HN0043'OUTSIDE OF A LONG CURVE, 120 FEET WEST-NORTHWEST OF THE CENTER OF THE
 HN0043'CROSSING OF A WASH, 34 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HN0043'HIGHWAY, IN THE TOP OF A 3 X 4-FOOT SANDSTONE THAT PROJECTS 6 INCHES
 HN0043'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 HN0043
 HN0043                          STATION RECOVERY (1982)
 HN0043
 HN0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0043'ABOUT 9.9 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0043'IN FRY CANYON, 400 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 0.6
 HN0043'MILE SOUTHEAST OF DUCKET CROSSING , 120 FEET WEST-NORTHWEST OF THE
 HN0043'CENTER OF THE CROSSING OF A WASH, IN THE TOP OF A 3 X 4 FOOT
 HN0043'SANDSTONE THAT PROJECT 6 INCHES. A DISK CEMENTED IN A DRILL HOLE.
 HN0043
 HN0043                          STATION RECOVERY (1982)
 HN0043
 HN0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0043'ABOUT 9.9 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0043'IN FRY CANYON, 400 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 0.6
 HN0043'MILE SOUTHEAST OF DUCKET CROSSING , 120 FEET WEST-NORTHWEST OF THE
 HN0043'CENTER OF THE CROSSING OF A WASH, IN THE TOP OF A 3 X 4 FOOT
 HN0043'SANDSTONE THAT PROJECT 6 INCHES. A DISK CEMENTED IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0069 ***********************************************************************
 HN0069  DESIGNATION -  E 116
 HN0069  PID         -  HN0069
 HN0069  STATE/COUNTY-  UT/SAN JUAN
 HN0069  COUNTRY     -  US
 HN0069  USGS QUAD   -  MOSS BACK BUTTE (2017)
 HN0069
 HN0069                         *CURRENT SURVEY CONTROL
 HN0069  ______________________________________________________________________
 HN0069* NAD 83(1986) POSITION- 37 33 46.     (N) 110 01 29.     (W)   SCALED
 HN0069* NAVD 88 ORTHO HEIGHT -  1875.227 (meters)     6152.31  (feet) ADJUSTED
 HN0069  ______________________________________________________________________
 HN0069  GEOID HEIGHT    -        -19.938 (meters)                     GEOID18
 HN0069  DYNAMIC HEIGHT  -       1873.045 (meters)     6145.15  (feet) COMP
 HN0069  MODELED GRAVITY -    979,399.4   (mgal)                       NAVD 88
 HN0069
 HN0069  VERT ORDER      -  FIRST     CLASS II
 HN0069
 HN0069.The horizontal coordinates were scaled from a map and have
 HN0069.an estimated accuracy of +/- 6 seconds.
 HN0069
 HN0069.The orthometric height was determined by differential leveling and
 HN0069.adjusted by the NATIONAL GEODETIC SURVEY
 HN0069.in June 1991.
 HN0069
 HN0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0069.GEOID18 height accuracy estimate available here.
 HN0069
 HN0069.Click photographs - Photos may exist for this station.
 HN0069
 HN0069.The dynamic height is computed by dividing the NAVD 88
 HN0069.geopotential number by the normal gravity value computed on the
 HN0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0069.degrees latitude (g = 980.6199 gals.).
 HN0069
 HN0069.The modeled gravity was interpolated from observed gravity values.
 HN0069
 HN0069;                    North         East    Units  Estimated Accuracy
 HN0069;SPC UT S     - 3,100,480.      630,330.      MT  (+/- 180 meters Scaled)
 HN0069
 HN0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG861577(NAD 83)
 HN0069
 HN0069                          SUPERSEDED SURVEY CONTROL
 HN0069
 HN0069  NGVD 29 (??/??/92) 1874.160  (m)         6148.81   (f) ADJ UNCH    1 2
 HN0069
 HN0069.Superseded values are not recommended for survey control.
 HN0069
 HN0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0069.See file dsdata.pdf to determine how the superseded data were derived.
 HN0069
 HN0069_MARKER: DB = BENCH MARK DISK
 HN0069_SETTING: 66 = SET IN ROCK OUTCROP
 HN0069_STAMPING: E 116 1958
 HN0069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0069+STABILITY: POSITION/ELEVATION WELL
 HN0069
 HN0069  HISTORY     - Date     Condition        Report By
 HN0069  HISTORY     - 1958     MONUMENTED       CGS
 HN0069  HISTORY     - 1962     GOOD             CGS
 HN0069  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0069  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0069
 HN0069                          STATION DESCRIPTION
 HN0069
 HN0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0069'12.15 MI SE FROM FRY CANYON.
 HN0069'ABOUT 12.15 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST
 HN0069'OFFICE AT FRY CANYON, 0.35 MILE WEST OF THE JUNCTION OF A GRAVEL ROAD
 HN0069'SOUTHWEST, 0.65 MILE SOUTHEAST OF THE CROSSING OF TO-KO-CHI CANYON,
 HN0069'130 YARDS SOUTHEAST OF THE CROSSING OF A WASH, IN A ROCK OUTCROP, 60
 HN0069'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET SOUTHEAST OF
 HN0069'A CAIRN AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 HN0069
 HN0069                          STATION RECOVERY (1962)
 HN0069
 HN0069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HN0069'RECOVERED IN GOOD CONDITION.
 HN0069
 HN0069                          STATION RECOVERY (1982)
 HN0069
 HN0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0069'MARK NOT FOUND.
 HN0069
 HN0069                          STATION RECOVERY (1982)
 HN0069
 HN0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0069'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0295 ***********************************************************************
 HM0295  DESIGNATION -  E 117
 HM0295  PID         -  HM0295
 HM0295  STATE/COUNTY-  UT/SAN JUAN
 HM0295  COUNTRY     -  US
 HM0295  USGS QUAD   -  HOTEL ROCK (2017)
 HM0295
 HM0295                         *CURRENT SURVEY CONTROL
 HM0295  ______________________________________________________________________
 HM0295* NAD 83(1986) POSITION- 37 32 43.     (N) 109 42 07.     (W)   SCALED
 HM0295* NAVD 88 ORTHO HEIGHT -  1758.509 (meters)     5769.37  (feet) ADJUSTED
 HM0295  ______________________________________________________________________
 HM0295  GEOID HEIGHT    -        -19.817 (meters)                     GEOID18
 HM0295  DYNAMIC HEIGHT  -       1756.495 (meters)     5762.77  (feet) COMP
 HM0295  MODELED GRAVITY -    979,422.2   (mgal)                       NAVD 88
 HM0295
 HM0295  VERT ORDER      -  FIRST     CLASS II
 HM0295
 HM0295.The horizontal coordinates were scaled from a map and have
 HM0295.an estimated accuracy of +/- 6 seconds.
 HM0295
 HM0295.The orthometric height was determined by differential leveling and
 HM0295.adjusted by the NATIONAL GEODETIC SURVEY
 HM0295.in June 1991.
 HM0295
 HM0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0295.GEOID18 height accuracy estimate available here.
 HM0295
 HM0295.Click photographs - Photos may exist for this station.
 HM0295
 HM0295.The dynamic height is computed by dividing the NAVD 88
 HM0295.geopotential number by the normal gravity value computed on the
 HM0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0295.degrees latitude (g = 980.6199 gals.).
 HM0295
 HM0295.The modeled gravity was interpolated from observed gravity values.
 HM0295
 HM0295;                    North         East    Units  Estimated Accuracy
 HM0295;SPC UT S     - 3,099,040.      658,880.      MT  (+/- 180 meters Scaled)
 HM0295
 HM0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG146561(NAD 83)
 HM0295
 HM0295                          SUPERSEDED SURVEY CONTROL
 HM0295
 HM0295  NGVD 29 (??/??/92) 1757.481  (m)         5766.00   (f) ADJ UNCH    1 2
 HM0295
 HM0295.Superseded values are not recommended for survey control.
 HM0295
 HM0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0295.See file dsdata.pdf to determine how the superseded data were derived.
 HM0295
 HM0295_MARKER: DB = BENCH MARK DISK
 HM0295_SETTING: 66 = SET IN ROCK OUTCROP
 HM0295_STAMPING: E 117 1958
 HM0295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0295+STABILITY: POSITION/ELEVATION WELL
 HM0295
 HM0295  HISTORY     - Date     Condition        Report By
 HM0295  HISTORY     - 1958     MONUMENTED       CGS
 HM0295  HISTORY     - 1959     GOOD             CGS
 HM0295  HISTORY     - 1979     GOOD             USGS
 HM0295  HISTORY     - 1979     GOOD             USGS
 HM0295
 HM0295                          STATION DESCRIPTION
 HM0295
 HM0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0295'20.9 MI SW FROM BLANDING.
 HM0295'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0295'BLANDING, THENCE 17.0 MILES WEST ALONG STATE HIGHWAY 95, 0.4 MILE WEST
 HM0295'OF THE CROSSING OF DOG TANKS DRAW, 0.25 MILE EAST OF THE JUNCTION OF A
 HM0295'ROAD NORTH, 0.1 MILE SOUTHEAST OF A SUMMIT, IN THE TOP OF SANDSTONE
 HM0295'OUTCROP, 46 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 21
 HM0295'FEET EAST OF A WITNESS POST, 2 FEET NORTHEAST OF A CAIRN AND 2 FEET
 HM0295'HIGHER THAN THE HIGHWAY.
 HM0295
 HM0295                          STATION RECOVERY (1979)
 HM0295
 HM0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0295'4.0 MI SOUTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0295'BLANDING, THENC 6.35 MI WEST ALONG STATE HIGHWAY 95 TO A ROAD JCT.
 HM0295'NORTH, THENCE 1.0 MI NORTH TO A Y-RD WEST, THENCE 9.95 WEST ALONG
 HM0295'DIRT ROAD (OLD 95), 0.4 MI WEST OF THE CROSSING OF DOG TANKS DRAW,
 HM0295'0.1 SOUTHEAST OF A SUMMIT, IN THE TOP OF SANDSTONE OUTCROP, 46 FT.
 HM0295'NORTHWEST OF THE CENTER OF THE ROAD, 21 FT. EAST OF A WITNESS POST, 2
 HM0295'FT. HIGHER THAN THE ROAD.
 HM0295
 HM0295                          STATION RECOVERY (1979)
 HM0295
 HM0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0295'4.0 MI SOUTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0295'BLANDING, THENC 6.35 MI WEST ALONG STATE HIGHWAY 95 TO A ROAD JCT.
 HM0295'NORTH, THENCE 1.0 MI NORTH TO A Y-RD WEST, THENCE 9.95 WEST ALONG
 HM0295'DIRT ROAD (OLD 95), 0.4 MI WEST OF THE CROSSING OF DOG TANKS DRAW,
 HM0295'0.1 SOUTHEAST OF A SUMMIT, IN THE TOP OF SANDSTONE OUTCROP, 46 FT.
 HM0295'NORTHWEST OF THE CENTER OF THE ROAD, 21 FT. EAST OF A WITNESS POST, 2
 HM0295'FT. HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0148 ***********************************************************************
 JN0148  DESIGNATION -  E 12
 JN0148  PID         -  JN0148
 JN0148  STATE/COUNTY-  UT/WAYNE
 JN0148  COUNTRY     -  US
 JN0148  USGS QUAD   -  CAINEVILLE (2017)
 JN0148
 JN0148                         *CURRENT SURVEY CONTROL
 JN0148  ______________________________________________________________________
 JN0148* NAD 83(1986) POSITION- 38 19 59.     (N) 111 01 00.     (W)   SCALED
 JN0148* NAVD 88 ORTHO HEIGHT -  1405.688 (meters)     4611.83  (feet) ADJUSTED
 JN0148  ______________________________________________________________________
 JN0148  GEOID HEIGHT    -        -19.764 (meters)                     GEOID18
 JN0148  DYNAMIC HEIGHT  -       1404.229 (meters)     4607.04  (feet) COMP
 JN0148  MODELED GRAVITY -    979,542.9   (mgal)                       NAVD 88
 JN0148
 JN0148  VERT ORDER      -  FIRST     CLASS II
 JN0148
 JN0148.The horizontal coordinates were scaled from a map and have
 JN0148.an estimated accuracy of +/- 6 seconds.
 JN0148
 JN0148.The orthometric height was determined by differential leveling and
 JN0148.adjusted by the NATIONAL GEODETIC SURVEY
 JN0148.in June 1991.
 JN0148
 JN0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0148.GEOID18 height accuracy estimate available here.
 JN0148
 JN0148.Click photographs - Photos may exist for this station.
 JN0148
 JN0148.The dynamic height is computed by dividing the NAVD 88
 JN0148.geopotential number by the normal gravity value computed on the
 JN0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0148.degrees latitude (g = 980.6199 gals.).
 JN0148
 JN0148.The modeled gravity was interpolated from observed gravity values.
 JN0148
 JN0148;                    North         East    Units  Estimated Accuracy
 JN0148;SPC UT S     - 3,185,060.      542,260.      MT  (+/- 180 meters Scaled)
 JN0148
 JN0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH985427(NAD 83)
 JN0148
 JN0148                          SUPERSEDED SURVEY CONTROL
 JN0148
 JN0148  NGVD 29 (??/??/92) 1404.619  (m)         4608.32   (f) ADJ UNCH    1 2
 JN0148
 JN0148.Superseded values are not recommended for survey control.
 JN0148
 JN0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0148.See file dsdata.pdf to determine how the superseded data were derived.
 JN0148
 JN0148_MARKER: DB = BENCH MARK DISK
 JN0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0148_STAMPING: ELEV 4608.321 FT E 12 1921
 JN0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0148+STABILITY: SURFACE MOTION
 JN0148
 JN0148  HISTORY     - Date     Condition        Report By
 JN0148  HISTORY     - 1921     MONUMENTED       CGS
 JN0148  HISTORY     - 1934     GOOD             CGS
 JN0148  HISTORY     - 20091228 MARK NOT FOUND   GEOCAC
 JN0148
 JN0148                          STATION DESCRIPTION
 JN0148
 JN0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0148'IN CAINEVILLE.
 JN0148'AT CAINEVILLE, WAYNE COUNTY, ON STATE HIGHWAY 24, AT THE PUBLIC
 JN0148'SCHOOL, 6 FEET WEST OF THE SOUTHWEST CORNER OF THE OLD WOODEN
 JN0148'BUILDING, AND 51 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A
 JN0148'STANDARD DISK, STAMPED ELEV 4608.321 FT E 12 1921 AND SET IN THE TOP
 JN0148'OF A CONCRETE POST.
 JN0148
 JN0148                          STATION RECOVERY (2009)
 JN0148
 JN0148'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JN0148'ABANDONED SCHOOL STILL STANDS.  SMALL PIECES OF BROKEN CONCRETE SEEN
 JN0148'AT THE CALLS BUT DISK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0269 ***********************************************************************
 HO0269  DESIGNATION -  E 123
 HO0269  PID         -  HO0269
 HO0269  STATE/COUNTY-  UT/WASHINGTON
 HO0269  COUNTRY     -  US
 HO0269  USGS QUAD   -  WASHINGTON (2017)
 HO0269
 HO0269                         *CURRENT SURVEY CONTROL
 HO0269  ______________________________________________________________________
 HO0269* NAD 83(1986) POSITION- 37 12 31.     (N) 113 35 29.     (W)   SCALED
 HO0269* NAVD 88 ORTHO HEIGHT -  1364.218 (meters)     4475.77  (feet) ADJUSTED
 HO0269  ______________________________________________________________________
 HO0269  GEOID HEIGHT    -        -24.127 (meters)                     GEOID18
 HO0269  DYNAMIC HEIGHT  -       1362.718 (meters)     4470.85  (feet) COMP
 HO0269  MODELED GRAVITY -    979,483.8   (mgal)                       NAVD 88
 HO0269
 HO0269  VERT ORDER      -  SECOND    CLASS 0
 HO0269
 HO0269.The horizontal coordinates were scaled from a map and have
 HO0269.an estimated accuracy of +/- 6 seconds.
 HO0269
 HO0269.The orthometric height was determined by differential leveling and
 HO0269.adjusted by the NATIONAL GEODETIC SURVEY
 HO0269.in June 1991.
 HO0269
 HO0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0269.GEOID18 height accuracy estimate available here.
 HO0269
 HO0269.Click photographs - Photos may exist for this station.
 HO0269
 HO0269.The dynamic height is computed by dividing the NAVD 88
 HO0269.geopotential number by the normal gravity value computed on the
 HO0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0269.degrees latitude (g = 980.6199 gals.).
 HO0269
 HO0269.The modeled gravity was interpolated from observed gravity values.
 HO0269
 HO0269;                    North         East    Units  Estimated Accuracy
 HO0269;SPC UT S     - 3,062,220.      314,370.      MT  (+/- 180 meters Scaled)
 HO0269
 HO0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG700211(NAD 83)
 HO0269
 HO0269                          SUPERSEDED SURVEY CONTROL
 HO0269
 HO0269  NGVD 29 (??/??/92) 1363.264  (m)         4472.64   (f) ADJ UNCH    2 0
 HO0269
 HO0269.Superseded values are not recommended for survey control.
 HO0269
 HO0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0269.See file dsdata.pdf to determine how the superseded data were derived.
 HO0269
 HO0269_MARKER: DB = BENCH MARK DISK
 HO0269_SETTING: 66 = SET IN ROCK OUTCROP
 HO0269_STAMPING: E 123 1934
 HO0269_MARK LOGO: CGS
 HO0269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0269+STABILITY: POSITION/ELEVATION WELL
 HO0269
 HO0269  HISTORY     - Date     Condition        Report By
 HO0269  HISTORY     - 1934     MONUMENTED       CGS
 HO0269  HISTORY     - 1979     GOOD             USGS
 HO0269
 HO0269                          STATION DESCRIPTION
 HO0269
 HO0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0269'1.7 MI NE FROM ST GEORGE.
 HO0269'1.7 MILES NORTHEAST ALONG U. S. HIGHWAY 91 FROM THE COURTHOUSE AT ST
 HO0269'GEORGE, WASHINGTON COUNTY, THENCE 8.7 MILES NORTH ALONG THE 1934 ROUTE
 HO0269'OF STATE HIGHWAY 18.  20 FEET SOUTH OF THE WEST END OF A SMALL WOODEN
 HO0269'CULVERT, 10 FEET WEST OF THE CENTERLINE OF THE OLD HIGHWAY, IN THE TOP
 HO0269'OF A LAVA ROCK OUTCROP, AND ABOUT 2 FEET HIGHER THAN THE ROAD. A
 HO0269'STANDARD DISK, STAMPED E 123 1934.
 HO0269
 HO0269                          STATION RECOVERY (1979)
 HO0269
 HO0269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HO0269'1 BLOCK NORTH ALONG 100 EAST ST. FROM THE POST OFFICE AT ST. GEORGE
 HO0269'UTAH, THENCE 0.6 MILES WEST ALONG ST. GEORGE BLVD., THENCE 1.0 MILES
 HO0269'NORTH ALONG BLUFF STREET, THENCE 9.0 MILES NORTH ALONG STATE HIGHWAY
 HO0269'18 THENCE 0.4 MILES ALONG GRADED ROAD, THENCE 3.9 MILES S.E. ALONG
 HO0269'1934 ROUTE OF HIGHWAY 18 AND END OF TRUCK TRAVEL, 20 FT. SOUTH OF
 HO0269'WEST END OF REMAINS OF CULVERT 10 FT. WEST OF CENTERLINE ROAD, IN THE
 HO0269'TOP OF LAVA OUTCROP STAMPED E 123 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0321 ***********************************************************************
 HO0321  DESIGNATION -  E 124
 HO0321  PID         -  HO0321
 HO0321  STATE/COUNTY-  UT/IRON
 HO0321  COUNTRY     -  US
 HO0321  USGS QUAD   -  BERYL JUNCTION (2017)
 HO0321
 HO0321                         *CURRENT SURVEY CONTROL
 HO0321  ______________________________________________________________________
 HO0321* NAD 83(1986) POSITION- 37 41 35.     (N) 113 42 49.     (W)   SCALED
 HO0321* NAVD 88 ORTHO HEIGHT -  1592.601 (meters)     5225.06  (feet) ADJUSTED
 HO0321  ______________________________________________________________________
 HO0321  GEOID HEIGHT    -        -23.137 (meters)                     GEOID18
 HO0321  DYNAMIC HEIGHT  -       1590.809 (meters)     5219.18  (feet) COMP
 HO0321  MODELED GRAVITY -    979,448.9   (mgal)                       NAVD 88
 HO0321
 HO0321  VERT ORDER      -  SECOND    CLASS 0
 HO0321
 HO0321.The horizontal coordinates were scaled from a map and have
 HO0321.an estimated accuracy of +/- 6 seconds.
 HO0321
 HO0321.The orthometric height was determined by differential leveling and
 HO0321.adjusted by the NATIONAL GEODETIC SURVEY
 HO0321.in June 1991.
 HO0321
 HO0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0321.GEOID18 height accuracy estimate available here.
 HO0321
 HO0321.Click photographs - Photos may exist for this station.
 HO0321
 HO0321.The dynamic height is computed by dividing the NAVD 88
 HO0321.geopotential number by the normal gravity value computed on the
 HO0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0321.degrees latitude (g = 980.6199 gals.).
 HO0321
 HO0321.The modeled gravity was interpolated from observed gravity values.
 HO0321
 HO0321;                    North         East    Units  Estimated Accuracy
 HO0321;SPC UT S     - 3,116,220.      304,790.      MT  (+/- 180 meters Scaled)
 HO0321
 HO0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG607752(NAD 83)
 HO0321
 HO0321                          SUPERSEDED SURVEY CONTROL
 HO0321
 HO0321  NGVD 29 (??/??/92) 1591.499  (m)         5221.44   (f) ADJ UNCH    2 0
 HO0321
 HO0321.Superseded values are not recommended for survey control.
 HO0321
 HO0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0321.See file dsdata.pdf to determine how the superseded data were derived.
 HO0321
 HO0321_MARKER: DB = BENCH MARK DISK
 HO0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0321_STAMPING: E 124 1934
 HO0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0321+STABILITY: SURFACE MOTION
 HO0321
 HO0321  HISTORY     - Date     Condition        Report By
 HO0321  HISTORY     - 1934     MONUMENTED       CGS
 HO0321
 HO0321                          STATION DESCRIPTION
 HO0321
 HO0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0321'8.5 MI N FROM ENTERPRISE.
 HO0321'IN IRON COUNTY, 8.5 MILES NORTH ALONG THE 1934 ROUTE OF STATE HIGHWAY
 HO0321'18 FROM ENTERPRISE, WASHINGTON COUNTY, 300 FEET NORTH OF THE JUNCTION
 HO0321'OF OLD STATE HIGHWAY 56, 21 FEET EAST OF THE CENTERLINE OF THE OLD
 HO0321'HIGHWAY, AND 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 HO0321'DISK, STAMPED E 124 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0436 ***********************************************************************
 MR0436  DESIGNATION -  E 125
 MR0436  PID         -  MR0436
 MR0436  STATE/COUNTY-  UT/BOX ELDER
 MR0436  COUNTRY     -  US
 MR0436  USGS QUAD   -  MOUNT PISGAH (2017)
 MR0436
 MR0436                         *CURRENT SURVEY CONTROL
 MR0436  ______________________________________________________________________
 MR0436* NAD 83(1986) POSITION- 41 33 03.     (N) 111 57 12.     (W)   SCALED
 MR0436* NAVD 88 ORTHO HEIGHT -  1803.162 (meters)     5915.87  (feet) ADJUSTED
 MR0436  ______________________________________________________________________
 MR0436  GEOID HEIGHT    -        -15.663 (meters)                     GEOID18
 MR0436  DYNAMIC HEIGHT  -       1801.763 (meters)     5911.28  (feet) COMP
 MR0436  MODELED GRAVITY -    979,782.2   (mgal)                       NAVD 88
 MR0436
 MR0436  VERT ORDER      -  SECOND    CLASS 0
 MR0436
 MR0436.The horizontal coordinates were scaled from a map and have
 MR0436.an estimated accuracy of +/- 6 seconds.
 MR0436
 MR0436.The orthometric height was determined by differential leveling and
 MR0436.adjusted by the NATIONAL GEODETIC SURVEY
 MR0436.in June 1991.
 MR0436
 MR0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0436.GEOID18 height accuracy estimate available here.
 MR0436
 MR0436.Click photographs - Photos may exist for this station.
 MR0436
 MR0436.The dynamic height is computed by dividing the NAVD 88
 MR0436.geopotential number by the normal gravity value computed on the
 MR0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0436.degrees latitude (g = 980.6199 gals.).
 MR0436
 MR0436.The modeled gravity was interpolated from observed gravity values.
 MR0436
 MR0436;                    North         East    Units  Estimated Accuracy
 MR0436;SPC UT N     - 1,135,300.      462,180.      MT  (+/- 180 meters Scaled)
 MR0436
 MR0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM204003(NAD 83)
 MR0436
 MR0436                          SUPERSEDED SURVEY CONTROL
 MR0436
 MR0436  NGVD 29 (??/??/92) 1802.078  (m)         5912.32   (f) ADJ UNCH    2 0
 MR0436
 MR0436.Superseded values are not recommended for survey control.
 MR0436
 MR0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0436.See file dsdata.pdf to determine how the superseded data were derived.
 MR0436
 MR0436_MARKER: DB = BENCH MARK DISK
 MR0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0436_STAMPING: E 125 1934
 MR0436_MARK LOGO: CGS
 MR0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0436+STABILITY: SURFACE MOTION
 MR0436
 MR0436  HISTORY     - Date     Condition        Report By
 MR0436  HISTORY     - 1934     MONUMENTED       CGS
 MR0436  HISTORY     - 1954     MARK NOT FOUND   USGS
 MR0436
 MR0436                          STATION DESCRIPTION
 MR0436
 MR0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0436'3.9 MI N FROM MANTUA.
 MR0436'IN CACHE COUNTY, ABOUT 3.9 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE
 MR0436'SCHOOL AT MANTUA, BOX ELDER COUNTY, AT THE BOX ELDER-CACHE COUNTY
 MR0436'LINE, AT THE SUMMIT OF A PASS, ABOUT 90 FEET NORTHEAST OF THE
 MR0436'NORTHEAST SIDE OF UTAH STATE ROAD COMMISSION EQUIPMENT SHED 5, 45 FEET
 MR0436'NORTHWEST OF THE WEST CORNER OF A BUNKHOUSE, 7 FEET NORTH OF A
 MR0436'COUNTY-LINE POST, AND 57 FEET NORTHEAST OF THE CENTER LINE OF THE
 MR0436'HIGHWAY.  A STANDARD DISK, STAMPED E 125 1934 AND SET IN THE TOP OF A
 MR0436'CONCRETE POST.  NOTE-- SINCE HIGHWAY AND BUILDINGS HAVE BEEN MOVED THE
 MR0436'OLD AND REVISED DESCRIPTIONS ARE NOT ADEQUATE.  IT APPEARS AS IF A
 MR0436'LARGE AMOUNT OF DIRT HAS BEEN REMOVED AT BMS LOCATION.
 MR0436
 MR0436                          STATION RECOVERY (1954)
 MR0436
 MR0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 MR0436'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0470 ***********************************************************************
 MR0470  DESIGNATION -  E 126
 MR0470  PID         -  MR0470
 MR0470  STATE/COUNTY-  UT/CACHE
 MR0470  COUNTRY     -  US
 MR0470  USGS QUAD   -  TONY GROVE CREEK (2017)
 MR0470
 MR0470                         *CURRENT SURVEY CONTROL
 MR0470  ______________________________________________________________________
 MR0470* NAD 83(1986) POSITION- 41 57 31.     (N) 111 30 42.     (W)   SCALED
 MR0470* NAVD 88 ORTHO HEIGHT -  2191.667 (meters)     7190.49  (feet) ADJUSTED
 MR0470  ______________________________________________________________________
 MR0470  GEOID HEIGHT    -        -13.985 (meters)                     GEOID18
 MR0470  DYNAMIC HEIGHT  -       2189.801 (meters)     7184.37  (feet) COMP
 MR0470  MODELED GRAVITY -    979,691.8   (mgal)                       NAVD 88
 MR0470
 MR0470  VERT ORDER      -  SECOND    CLASS 0
 MR0470
 MR0470.The horizontal coordinates were scaled from a map and have
 MR0470.an estimated accuracy of +/- 6 seconds.
 MR0470
 MR0470.The orthometric height was determined by differential leveling and
 MR0470.adjusted by the NATIONAL GEODETIC SURVEY
 MR0470.in June 1991.
 MR0470
 MR0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0470.GEOID18 height accuracy estimate available here.
 MR0470
 MR0470.Click photographs - Photos may exist for this station.
 MR0470
 MR0470.The dynamic height is computed by dividing the NAVD 88
 MR0470.geopotential number by the normal gravity value computed on the
 MR0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0470.degrees latitude (g = 980.6199 gals.).
 MR0470
 MR0470.The modeled gravity was interpolated from observed gravity values.
 MR0470
 MR0470;                    North         East    Units  Estimated Accuracy
 MR0470;SPC UT N     - 1,180,500.      499,030.      MT  (+/- 180 meters Scaled)
 MR0470
 MR0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM575453(NAD 83)
 MR0470
 MR0470                          SUPERSEDED SURVEY CONTROL
 MR0470
 MR0470  NGVD 29 (??/??/92) 2190.340  (m)         7186.14   (f) ADJ UNCH    2 0
 MR0470
 MR0470.Superseded values are not recommended for survey control.
 MR0470
 MR0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0470.See file dsdata.pdf to determine how the superseded data were derived.
 MR0470
 MR0470_MARKER: DB = BENCH MARK DISK
 MR0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0470_STAMPING: E 126 1934
 MR0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0470+STABILITY: SURFACE MOTION
 MR0470
 MR0470  HISTORY     - Date     Condition        Report By
 MR0470  HISTORY     - 1934     MONUMENTED       CGS
 MR0470
 MR0470                          STATION DESCRIPTION
 MR0470
 MR0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0470'29.3 MI NE FROM LOGAN.
 MR0470'ABOUT 29.3 MILES NORTHEAST ALONG U.S. HIGHWAY 89 FROM THE JUNIOR HIGH
 MR0470'SCHOOL AT LOGAN, CACHE COUNTY, AT THE AMAZON MINE, ABOUT 120 FEET
 MR0470'SOUTH OF THE SOUTH SIDE OF A BOILER ROOM, ABOUT 115 FEET SOUTHEAST OF
 MR0470'THE SOUTHWEST CORNER OF A FENCE, 55 FEET SOUTH OF THE FENCE AROUND THE
 MR0470'MINE BUILDINGS, AND 35 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY. A
 MR0470'STANDARD DISK, STAMPED E 126 1934 AND SET IN THE TOP OF A CONCRETE
 MR0470'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0336 ***********************************************************************
 HN0336  DESIGNATION -  E 13
 HN0336  PID         -  HN0336
 HN0336  STATE/COUNTY-  UT/KANE
 HN0336  COUNTRY     -  US
 HN0336  USGS QUAD   -  HALL MESA (2017)
 HN0336
 HN0336                         *CURRENT SURVEY CONTROL
 HN0336  ______________________________________________________________________
 HN0336* NAD 83(1986) POSITION- 37 31 35.     (N) 110 49 42.     (W)   SCALED
 HN0336* NAVD 88 ORTHO HEIGHT -  1117.990 (meters)     3667.94  (feet) ADJUSTED
 HN0336  ______________________________________________________________________
 HN0336  GEOID HEIGHT    -        -22.247 (meters)                     GEOID18
 HN0336  DYNAMIC HEIGHT  -       1116.715 (meters)     3663.76  (feet) COMP
 HN0336  MODELED GRAVITY -    979,454.7   (mgal)                       NAVD 88
 HN0336
 HN0336  VERT ORDER      -  FIRST     CLASS II
 HN0336
 HN0336.The horizontal coordinates were scaled from a map and have
 HN0336.an estimated accuracy of +/- 6 seconds.
 HN0336
 HN0336.The orthometric height was determined by differential leveling and
 HN0336.adjusted by the NATIONAL GEODETIC SURVEY
 HN0336.in June 1991.
 HN0336
 HN0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0336.GEOID18 height accuracy estimate available here.
 HN0336
 HN0336.Click photographs - Photos may exist for this station.
 HN0336
 HN0336.The dynamic height is computed by dividing the NAVD 88
 HN0336.geopotential number by the normal gravity value computed on the
 HN0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0336.degrees latitude (g = 980.6199 gals.).
 HN0336
 HN0336.The modeled gravity was interpolated from observed gravity values.
 HN0336
 HN0336;                    North         East    Units  Estimated Accuracy
 HN0336;SPC UT S     - 3,095,630.      559,370.      MT  (+/- 180 meters Scaled)
 HN0336
 HN0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG151532(NAD 83)
 HN0336
 HN0336                          SUPERSEDED SURVEY CONTROL
 HN0336
 HN0336.No superseded survey control is available for this station.
 HN0336
 HN0336_MARKER: DB = BENCH MARK DISK
 HN0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0336_STAMPING: E 13 1921
 HN0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0336+STABILITY: SURFACE MOTION
 HN0336
 HN0336  HISTORY     - Date     Condition        Report By
 HN0336  HISTORY     - 1921     MONUMENTED       CGS
 HN0336  HISTORY     - 1953     MARK NOT FOUND   USGS
 HN0336
 HN0336                          STATION DESCRIPTION
 HN0336
 HN0336'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0336'IN BAKER RANCH.
 HN0336'AT BAKER RANCH, KANE COUNTY, 200 FEET IN FRONT OF THE RANCH CABIN, AND
 HN0336'IN THE SOUTHEAST QUARTER OF THE JUNCTION OF THE LANE FROM THE CABIN
 HN0336'AND HALL CREEK.  A STANDARD DISK, STAMPED E 13 1921 AND SET IN THE TOP
 HN0336'OF A CONCRETE POST.  NOTE-- PROBABLY COVERED BY BLOW SAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0135 ***********************************************************************
 KN0135  DESIGNATION -  E 131
 KN0135  PID         -  KN0135
 KN0135  STATE/COUNTY-  UT/CARBON
 KN0135  COUNTRY     -  US
 KN0135  USGS QUAD   -  PINNACLE PEAK (2017)
 KN0135
 KN0135                         *CURRENT SURVEY CONTROL
 KN0135  ______________________________________________________________________
 KN0135* NAD 83(1986) POSITION- 39 37 14.     (N) 110 57 31.     (W)   SCALED
 KN0135* NAVD 88 ORTHO HEIGHT -  1923.764 (meters)     6311.55  (feet) ADJUSTED
 KN0135  ______________________________________________________________________
 KN0135  GEOID HEIGHT    -        -16.299 (meters)                     GEOID18
 KN0135  DYNAMIC HEIGHT  -       1921.812 (meters)     6305.14  (feet) COMP
 KN0135  MODELED GRAVITY -    979,543.5   (mgal)                       NAVD 88
 KN0135
 KN0135  VERT ORDER      -  SECOND    CLASS 0
 KN0135
 KN0135.The horizontal coordinates were scaled from a map and have
 KN0135.an estimated accuracy of +/- 6 seconds.
 KN0135
 KN0135.The orthometric height was determined by differential leveling and
 KN0135.adjusted by the NATIONAL GEODETIC SURVEY
 KN0135.in June 1991.
 KN0135
 KN0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0135.GEOID18 height accuracy estimate available here.
 KN0135
 KN0135.Click photographs - Photos may exist for this station.
 KN0135
 KN0135.The dynamic height is computed by dividing the NAVD 88
 KN0135.geopotential number by the normal gravity value computed on the
 KN0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0135.degrees latitude (g = 980.6199 gals.).
 KN0135
 KN0135.The modeled gravity was interpolated from observed gravity values.
 KN0135
 KN0135;                    North         East    Units  Estimated Accuracy
 KN0135;SPC UT C     - 2,143,050.      546,480.      MT  (+/- 180 meters Scaled)
 KN0135
 KN0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ035856(NAD 83)
 KN0135
 KN0135                          SUPERSEDED SURVEY CONTROL
 KN0135
 KN0135  NGVD 29 (??/??/92) 1922.630  (m)         6307.83   (f) ADJ UNCH    2 0
 KN0135
 KN0135.Superseded values are not recommended for survey control.
 KN0135
 KN0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0135.See file dsdata.pdf to determine how the superseded data were derived.
 KN0135
 KN0135_MARKER: DB = BENCH MARK DISK
 KN0135_SETTING: 66 = SET IN ROCK OUTCROP
 KN0135_STAMPING: E 131 1935
 KN0135_MARK LOGO: CGS
 KN0135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0135+STABILITY: POSITION/ELEVATION WELL
 KN0135
 KN0135  HISTORY     - Date     Condition        Report By
 KN0135  HISTORY     - 1935     MONUMENTED       CGS
 KN0135  HISTORY     - 1972     GOOD             USGS
 KN0135
 KN0135                          STATION DESCRIPTION
 KN0135
 KN0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0135'12.6 MI W FROM PRICE.
 KN0135'ABOUT 12.6 MILES WEST ALONG A ROAD, THE DENVER AND RIO GRANDE WESTERN
 KN0135'RAILROAD AND A TRAIL FROM PRICE, CARBON COUNTY, AT BOB WRIGHT CANYON,
 KN0135'ABOUT 6.5 MILES EAST OF THE OMANS RANCH TRAIL, ABOUT 1.5 MILES WEST OF
 KN0135'THE GORDON CREEK STATION, ABOUT 0.5 MILE WEST OF A BRIDGE OVER THE
 KN0135'CANYON, ABOUT 300 FEET NORTH OF A WATER COURSE IN THE CANYON, ABOUT
 KN0135'150 FEET NORTH OF A COMMUNICATION LINE, 30 FEET SOUTH OF THE CENTER
 KN0135'LINE OF THE TRAIL, IN THE TOP OF A ROCK LEDGE POINTED U.S.B.M.
 KN0135'SURROUNDED BY ROCKS, AND ABOUT LEVEL WITH THE GROUND.  A STANDARD
 KN0135'DISK, STAMPED E 131 1935.
 KN0135
 KN0135                          STATION RECOVERY (1972)
 KN0135
 KN0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KN0135'GORDON CREEK SIDING, 1.5 MI. WEST ALONG TRAIL ROAD FROM, 0.3 MI. WEST
 KN0135'OF RR BRIDGE OVER GORDON CREEK, 0.4 MI. EAST OF WATERFALL ON S. FORK
 KN0135'GORDON CREEK, ABOUT 300 FT. N. OF S. FORK GORDON CREEK, 30 FT. S.
 KN0135'CENTER OF TRAIL ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0289 ***********************************************************************
 MR0289  DESIGNATION -  E 132
 MR0289  PID         -  MR0289
 MR0289  STATE/COUNTY-  UT/SUMMIT
 MR0289  COUNTRY     -  US
 MR0289  USGS QUAD   -  WAHSATCH (2017)
 MR0289
 MR0289                         *CURRENT SURVEY CONTROL
 MR0289  ______________________________________________________________________
 MR0289* NAD 83(1986) POSITION- 41 14 48.     (N) 111 04 11.     (W)   SCALED
 MR0289* NAVD 88 ORTHO HEIGHT -  2058.438 (meters)     6753.39  (feet) ADJUSTED
 MR0289  ______________________________________________________________________
 MR0289  GEOID HEIGHT    -        -15.302 (meters)                     GEOID18
 MR0289  DYNAMIC HEIGHT  -       2056.547 (meters)     6747.19  (feet) COMP
 MR0289  MODELED GRAVITY -    979,631.7   (mgal)                       NAVD 88
 MR0289
 MR0289  VERT ORDER      -  FIRST     CLASS II
 MR0289
 MR0289.The horizontal coordinates were scaled from a map and have
 MR0289.an estimated accuracy of +/- 6 seconds.
 MR0289
 MR0289.The orthometric height was determined by differential leveling and
 MR0289.adjusted by the NATIONAL GEODETIC SURVEY
 MR0289.in June 1991.
 MR0289
 MR0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0289.GEOID18 height accuracy estimate available here.
 MR0289
 MR0289.Click photographs - Photos may exist for this station.
 MR0289
 MR0289.The dynamic height is computed by dividing the NAVD 88
 MR0289.geopotential number by the normal gravity value computed on the
 MR0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0289.degrees latitude (g = 980.6199 gals.).
 MR0289
 MR0289.The modeled gravity was interpolated from observed gravity values.
 MR0289
 MR0289;                    North         East    Units  Estimated Accuracy
 MR0289;SPC UT N     - 1,101,520.      536,060.      MT  (+/- 180 meters Scaled)
 MR0289
 MR0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL941661(NAD 83)
 MR0289
 MR0289                          SUPERSEDED SURVEY CONTROL
 MR0289
 MR0289  NGVD 29 (??/??/92) 2057.026  (m)         6748.76   (f) SUPERSEDED  1 2
 MR0289  NGVD 29 (06/08/92) 2057.149  (m)         6749.16   (f) ADJUSTED    1 2
 MR0289
 MR0289.Superseded values are not recommended for survey control.
 MR0289
 MR0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0289.See file dsdata.pdf to determine how the superseded data were derived.
 MR0289
 MR0289_MARKER: DB = BENCH MARK DISK
 MR0289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0289_SP_SET: ABUTMENT
 MR0289_STAMPING: E 132 1958
 MR0289_MARK LOGO: CGS
 MR0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0289
 MR0289  HISTORY     - Date     Condition        Report By
 MR0289  HISTORY     - 1958     MONUMENTED       CGS
 MR0289  HISTORY     - 1983     GOOD             NGS
 MR0289
 MR0289                          STATION DESCRIPTION
 MR0289
 MR0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0289'3.4 MI NE FROM WAHSATCH.
 MR0289'ABOUT 3.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0289'STATION AT WAHSATCH, ABOUT 0.1 MILE SOUTHWEST OF MILEPOST 924, IN THE
 MR0289'TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF BRIDGE
 MR0289'924.13, 5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 1 FOOT BELOW
 MR0289'THE LEVEL OF THE TRACKS.
 MR0289
 MR0289                          STATION RECOVERY (1983)
 MR0289
 MR0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0289'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MR0289'FOLLOWING EXCEPTION, CHANGE=BRIDGE NUMBER 924.13 TO READ 924.16.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0386 ***********************************************************************
 MR0386  DESIGNATION -  E 134
 MR0386  PID         -  MR0386
 MR0386  STATE/COUNTY-  UT/WEBER
 MR0386  COUNTRY     -  US
 MR0386  USGS QUAD   -  OGDEN (2017)
 MR0386
 MR0386                         *CURRENT SURVEY CONTROL
 MR0386  ______________________________________________________________________
 MR0386* NAD 83(1986) POSITION- 41 10 23.     (N) 111 59 38.     (W)   SCALED
 MR0386* NAVD 88 ORTHO HEIGHT -  1335.929 (meters)     4382.96  (feet) POSTED
 MR0386  ______________________________________________________________________
 MR0386  GEOID HEIGHT    -        -16.822 (meters)                     GEOID18
 MR0386  DYNAMIC HEIGHT  -       1334.90  (meters)     4379.6   (feet) COMP
 MR0386  MODELED GRAVITY -    979,805.2   (mgal)                       NAVD 88
 MR0386
 MR0386  VERT ORDER      -  * POSTED, SEE BELOW
 MR0386
 MR0386.The horizontal coordinates were scaled from a map and have
 MR0386.an estimated accuracy of +/- 6 seconds.
 MR0386
 MR0386.The orthometric height was determined by differential leveling
 MR0386.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MR0386
 MR0386.* This is a POSTED BENCH MARK height.
 MR0386
 MR0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0386.GEOID18 height accuracy estimate available here.
 MR0386
 MR0386.Click photographs - Photos may exist for this station.
 MR0386
 MR0386.The dynamic height is computed by dividing the NAVD 88
 MR0386.geopotential number by the normal gravity value computed on the
 MR0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0386.degrees latitude (g = 980.6199 gals.).
 MR0386
 MR0386.The modeled gravity was interpolated from observed gravity values.
 MR0386
 MR0386;                    North         East    Units  Estimated Accuracy
 MR0386;SPC UT N     - 1,093,370.      458,560.      MT  (+/- 180 meters Scaled)
 MR0386
 MR0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL166584(NAD 83)
 MR0386
 MR0386                          SUPERSEDED SURVEY CONTROL
 MR0386
 MR0386  NGVD 29 (??/??/92) 1334.910  (m)         4379.62   (f) ADJ UNCH    1 2
 MR0386
 MR0386.Superseded values are not recommended for survey control.
 MR0386
 MR0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0386.See file dsdata.pdf to determine how the superseded data were derived.
 MR0386
 MR0386_MARKER: DB = BENCH MARK DISK
 MR0386_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MR0386+WITH SETTING: PAVEMENT
 MR0386_SP_SET: SIGNAL BASE
 MR0386_STAMPING: E 134 1958
 MR0386_MARK LOGO: CGS
 MR0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0386+STABILITY: SURFACE MOTION
 MR0386
 MR0386  HISTORY     - Date     Condition        Report By
 MR0386  HISTORY     - 1958     MONUMENTED       CGS
 MR0386  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0386
 MR0386                          STATION DESCRIPTION
 MR0386
 MR0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0386'3.7 MI S FROM OGDEN.
 MR0386'ABOUT 3.7 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0386'STATION AT OGDEN, 4 RAILS SOUTH OF MILE POST 989, IN THE TOP OF THE
 MR0386'SOUTHWEST CORNER OF THE SOUTHWEST CONCRETE FOOTING OF OVERHEAD SIGNAL
 MR0386'NUMBER 989, 8 1/2 FEET WEST OF THE NEAR RAIL OF THE TRACK, AND ABOUT 2
 MR0386'FEET BELOW THE TRACK.
 MR0386
 MR0386                          STATION RECOVERY (1983)
 MR0386
 MR0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0386'THERE HAS BEEN EXTENSIVE GRADING AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0357 ***********************************************************************
 MR0357  DESIGNATION -  E 135
 MR0357  PID         -  MR0357
 MR0357  STATE/COUNTY-  UT/MORGAN
 MR0357  COUNTRY     -  US
 MR0357  USGS QUAD   -  MORGAN (2017)
 MR0357
 MR0357                         *CURRENT SURVEY CONTROL
 MR0357  ______________________________________________________________________
 MR0357* NAD 83(1986) POSITION- 41 02 37.41   (N) 111 40 14.76   (W)   HD_HELD1
 MR0357* NAVD 88 ORTHO HEIGHT -  1547.705 (meters)     5077.76  (feet) ADJUSTED
 MR0357  ______________________________________________________________________
 MR0357  GEOID HEIGHT    -        -16.149 (meters)                     GEOID18
 MR0357  DYNAMIC HEIGHT  -       1546.413 (meters)     5073.52  (feet) COMP
 MR0357  MODELED GRAVITY -    979,735.8   (mgal)                       NAVD 88
 MR0357
 MR0357  VERT ORDER      -  FIRST     CLASS II
 MR0357
 MR0357.The horizontal coordinates were determined by differentially corrected
 MR0357.hand held GPS observations or other comparable positioning techniques
 MR0357.and have an estimated accuracy of +/- 3 meters.
 MR0357
 MR0357.The orthometric height was determined by differential leveling and
 MR0357.adjusted by the NATIONAL GEODETIC SURVEY
 MR0357.in June 1991.
 MR0357
 MR0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0357.GEOID18 height accuracy estimate available here.
 MR0357
 MR0357.Click photographs - Photos may exist for this station.
 MR0357
 MR0357.The dynamic height is computed by dividing the NAVD 88
 MR0357.geopotential number by the normal gravity value computed on the
 MR0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0357.degrees latitude (g = 980.6199 gals.).
 MR0357
 MR0357.The modeled gravity was interpolated from observed gravity values.
 MR0357
 MR0357;                    North         East    Units  Estimated Accuracy
 MR0357;SPC UT N     - 1,078,902.5     485,642.5     MT  (+/- 3 meters HH1 GPS) 
 MR0357
 MR0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL4362443827(NAD 83)
 MR0357
 MR0357                          SUPERSEDED SURVEY CONTROL
 MR0357
 MR0357  NGVD 29 (??/??/92) 1546.509  (m)         5073.84   (f) ADJ UNCH    1 2
 MR0357
 MR0357.Superseded values are not recommended for survey control.
 MR0357
 MR0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0357.See file dsdata.pdf to determine how the superseded data were derived.
 MR0357
 MR0357_MARKER: DB = BENCH MARK DISK
 MR0357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0357_SP_SET: FOUNDATION
 MR0357_STAMPING: E 135 1958
 MR0357_MARK LOGO: CGS
 MR0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MR0357+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2010
 MR0357
 MR0357  HISTORY     - Date     Condition        Report By
 MR0357  HISTORY     - 1958     MONUMENTED       CGS
 MR0357  HISTORY     - 20101211 GOOD             GEOCAC
 MR0357
 MR0357                          STATION DESCRIPTION
 MR0357
 MR0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0357'IN MORGAN.
 MR0357'AT MORGAN, AT THE UNION PACIFIC RAILROAD STATION, IN THE TOP OF THE
 MR0357'EAST CORNER OF THE CONCRETE FOUNDATION OF A SEMAPHORE, 2 1/2 FEET
 MR0357'NORTHEAST OF THE STATION AGENTS WINDOW, 18 FEET SOUTHWEST OF THE NEAR
 MR0357'RAIL, 1 TELEPHONE POLE WEST OF MILE POST 968, AND ABOUT LEVEL WITH THE
 MR0357'TRACK.
 MR0357
 MR0357                          STATION RECOVERY (2010)
 MR0357
 MR0357'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 MR0357'THE SEMAPHORE HAS BEEN REMOVED AND ITS BASE NOW SUPPORTS A FLOWER
 MR0357'PLANTER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0210 ***********************************************************************
 LO0210  DESIGNATION -  E 136
 LO0210  PID         -  LO0210
 LO0210  STATE/COUNTY-  UT/SUMMIT
 LO0210  COUNTRY     -  US
 LO0210  USGS QUAD   -  COALVILLE (2017)
 LO0210
 LO0210                         *CURRENT SURVEY CONTROL
 LO0210  ______________________________________________________________________
 LO0210* NAD 83(1986) POSITION- 40 59 33.     (N) 111 24 21.     (W)   SCALED
 LO0210* NAVD 88 ORTHO HEIGHT -  1709.273 (meters)     5607.84  (feet) ADJUSTED
 LO0210  ______________________________________________________________________
 LO0210  GEOID HEIGHT    -        -15.914 (meters)                     GEOID18
 LO0210  DYNAMIC HEIGHT  -       1707.760 (meters)     5602.88  (feet) COMP
 LO0210  MODELED GRAVITY -    979,679.7   (mgal)                       NAVD 88
 LO0210
 LO0210  VERT ORDER      -  FIRST     CLASS II
 LO0210
 LO0210.The horizontal coordinates were scaled from a map and have
 LO0210.an estimated accuracy of +/- 6 seconds.
 LO0210
 LO0210.The orthometric height was determined by differential leveling and
 LO0210.adjusted by the NATIONAL GEODETIC SURVEY
 LO0210.in June 1991.
 LO0210
 LO0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0210.GEOID18 height accuracy estimate available here.
 LO0210
 LO0210.Click photographs - Photos may exist for this station.
 LO0210
 LO0210.The dynamic height is computed by dividing the NAVD 88
 LO0210.geopotential number by the normal gravity value computed on the
 LO0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0210.degrees latitude (g = 980.6199 gals.).
 LO0210
 LO0210.The modeled gravity was interpolated from observed gravity values.
 LO0210
 LO0210;                    North         East    Units  Estimated Accuracy
 LO0210;SPC UT N     - 1,073,200.      507,920.      MT  (+/- 180 meters Scaled)
 LO0210
 LO0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL658380(NAD 83)
 LO0210
 LO0210                          SUPERSEDED SURVEY CONTROL
 LO0210
 LO0210  NGVD 29 (??/??/92) 1707.988  (m)         5603.62   (f) SUPERSEDED  1 2
 LO0210  NGVD 29 (06/08/92) 1708.081  (m)         5603.93   (f) ADJUSTED    1 2
 LO0210
 LO0210.Superseded values are not recommended for survey control.
 LO0210
 LO0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0210.See file dsdata.pdf to determine how the superseded data were derived.
 LO0210
 LO0210_MARKER: DB = BENCH MARK DISK
 LO0210_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0210_STAMPING: E 136 1958
 LO0210_MARK LOGO: CGS
 LO0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0210
 LO0210  HISTORY     - Date     Condition        Report By
 LO0210  HISTORY     - 1958     MONUMENTED       CGS
 LO0210  HISTORY     - 1983     GOOD             NGS
 LO0210
 LO0210                          STATION DESCRIPTION
 LO0210
 LO0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LO0210'2.7 MI NE FROM ECHO.
 LO0210'ABOUT 2.7 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LO0210'STATION AT ECHO, 77 FEET NORTHEAST OF MILE POST 950, 43 1/2 FEET
 LO0210'SOUTHEAST OF THE NEAR RAIL, 16 FEET NORTHEAST OF THE CENTER LINE OF A
 LO0210'STEEL GATE, 2 FEET NORTHWEST OF A FENCE, 1 1/2 FEET NORTHEAST OF A
 LO0210'METAL WITNESS POST, ABOUT 2 FEET BELOW THE TRACK, AND ON THE TOP OF A
 LO0210'3-INCH IRON PIPE PROJECTING 7 INCHES.
 LO0210
 LO0210                          STATION RECOVERY (1983)
 LO0210
 LO0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LO0210'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0078 ***********************************************************************
 HO0078  DESIGNATION -  E 137
 HO0078  PID         -  HO0078
 HO0078  STATE/COUNTY-  UT/KANE
 HO0078  COUNTRY     -  US
 HO0078  USGS QUAD   -  THOMPSON POINT (2017)
 HO0078
 HO0078                         *CURRENT SURVEY CONTROL
 HO0078  ______________________________________________________________________
 HO0078* NAD 83(1986) POSITION- 37 01 23.5    (N) 112 28 13.5    (W)   HD_HELD2
 HO0078* NAVD 88 ORTHO HEIGHT -  1537.988 (meters)     5045.88  (feet) ADJUSTED
 HO0078  ______________________________________________________________________
 HO0078  GEOID HEIGHT    -        -22.115 (meters)                     GEOID18
 HO0078  DYNAMIC HEIGHT  -       1536.226 (meters)     5040.10  (feet) COMP
 HO0078  MODELED GRAVITY -    979,431.7   (mgal)                       NAVD 88
 HO0078
 HO0078  VERT ORDER      -  FIRST     CLASS II
 HO0078
 HO0078.The horizontal coordinates were established by autonomous hand held GPS
 HO0078.observations and have an estimated accuracy of +/- 10 meters.
 HO0078
 HO0078.The orthometric height was determined by differential leveling and
 HO0078.adjusted by the NATIONAL GEODETIC SURVEY
 HO0078.in June 1991.
 HO0078
 HO0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0078.GEOID18 height accuracy estimate available here.
 HO0078
 HO0078.Click photographs - Photos may exist for this station.
 HO0078
 HO0078.The dynamic height is computed by dividing the NAVD 88
 HO0078.geopotential number by the normal gravity value computed on the
 HO0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0078.degrees latitude (g = 980.6199 gals.).
 HO0078
 HO0078.The modeled gravity was interpolated from observed gravity values.
 HO0078
 HO0078;                    North         East    Units  Estimated Accuracy
 HO0078;SPC UT S     - 3,040,017.      413,646.      MT  (+/- 10 meters HH2 GPS)
 HO0078
 HO0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6920398456(NAD 83)
 HO0078
 HO0078                          SUPERSEDED SURVEY CONTROL
 HO0078
 HO0078  NGVD 29 (??/??/92) 1537.005  (m)         5042.66   (f) ADJ UNCH    1 2
 HO0078
 HO0078.Superseded values are not recommended for survey control.
 HO0078
 HO0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0078.See file dsdata.pdf to determine how the superseded data were derived.
 HO0078
 HO0078_MARKER: DB = BENCH MARK DISK
 HO0078_SETTING: 80 = SET IN A BOULDER
 HO0078_STAMPING: E 137 1962
 HO0078_MARK LOGO: CGS
 HO0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0078+STABILITY: SURFACE MOTION
 HO0078
 HO0078  HISTORY     - Date     Condition        Report By
 HO0078  HISTORY     - 1962     MONUMENTED       CGS
 HO0078  HISTORY     - 1983     GOOD             NGS
 HO0078
 HO0078                          STATION DESCRIPTION
 HO0078
 HO0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0078'4.05 MI SE FROM KANAB.
 HO0078'ABOUT 4.05 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY
 HO0078'SAINTS CHURCH AT KANAB, 201 FEET SOUTH OF THE SOUTH END OF A 36-INCH
 HO0078'METAL TUBE CULVERT, 192 FEET SOUTH OF A FENCE, 225 FEET SOUTH OF THE
 HO0078'CENTER LINE OF THE HIGHWAY, 199 FEET SOUTH OF A METAL WITNESS POST,
 HO0078'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A LARGE SANDSTONE
 HO0078'BOULDER WHICH PROJECTS 18 INCHES.
 HO0078
 HO0078                          STATION RECOVERY (1983)
 HO0078
 HO0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0078'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.75 KM
 HO0078'(1.1 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0078'SAINTS IN KANAB, THENCE 4.7 KM (2.95 MI) SOUTHEAST ALONG OLD US
 HO0078'HIGHWAY 89, IN TOP OF THE HIGHEST POINT OF A TRIANGULAR SANDSTONE
 HO0078'BOULDER PROJECTING 2 FEET ABOVE THE SURFACE OF THE GROUND, 0.85 KM
 HO0078'(0.55 MI) NORTHWEST OF THE NORTHWEST END OF A CURVE, 68.6 METERS
 HO0078'(225 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 61.2 METERS (201 FT)
 HO0078'SOUTHWEST OF THE SOUTHWEST END OF A 36-INCH CORRUGATED METAL PIPE
 HO0078'CULVERT, 58.5 METERS (192 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 HO0078'THE MARK IS 58.7 METERS  SW FROM A WITNESS POST.
 HO0078'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0113 ***********************************************************************
 HO0113  DESIGNATION -  E 138
 HO0113  PID         -  HO0113
 HO0113  STATE/COUNTY-  UT/KANE
 HO0113  COUNTRY     -  US
 HO0113  USGS QUAD   -  KANAB (2017)
 HO0113
 HO0113                         *CURRENT SURVEY CONTROL
 HO0113  ______________________________________________________________________
 HO0113* NAD 83(1986) POSITION- 37 00 35.6    (N) 112 31 48.1    (W)   HD_HELD2
 HO0113* NAVD 88 ORTHO HEIGHT -  1476.089 (meters)     4842.80  (feet) ADJUSTED
 HO0113  ______________________________________________________________________
 HO0113  GEOID HEIGHT    -        -22.112 (meters)                     GEOID18
 HO0113  DYNAMIC HEIGHT  -       1474.422 (meters)     4837.33  (feet) COMP
 HO0113  MODELED GRAVITY -    979,449.9   (mgal)                       NAVD 88
 HO0113
 HO0113  VERT ORDER      -  FIRST     CLASS II
 HO0113
 HO0113.This mark is at Kanab Airport (KNB)
 HO0113
 HO0113.The horizontal coordinates were established by autonomous hand held GPS
 HO0113.observations and have an estimated accuracy of +/- 10 meters.
 HO0113
 HO0113.The orthometric height was determined by differential leveling and
 HO0113.adjusted by the NATIONAL GEODETIC SURVEY
 HO0113.in April 2014.
 HO0113
 HO0113.No vertical observational check was made to the station.
 HO0113
 HO0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0113.GEOID18 height accuracy estimate available here.
 HO0113
 HO0113.Click photographs - Photos may exist for this station.
 HO0113
 HO0113.The dynamic height is computed by dividing the NAVD 88
 HO0113.geopotential number by the normal gravity value computed on the
 HO0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0113.degrees latitude (g = 980.6199 gals.).
 HO0113
 HO0113.The modeled gravity was interpolated from observed gravity values.
 HO0113
 HO0113;                    North         East    Units  Estimated Accuracy
 HO0113;SPC UT S     - 3,038,597.      408,325.      MT  (+/- 10 meters HH2 GPS)
 HO0113
 HO0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6387797063(NAD 83)
 HO0113
 HO0113                          SUPERSEDED SURVEY CONTROL
 HO0113
 HO0113  NAVD 88 (06/15/91) 1476.089  (m)         4842.80   (f) SUPERSEDED  1 2
 HO0113  NGVD 29 (??/??/92) 1475.160  (m)         4839.75   (f) ADJ UNCH    1 2
 HO0113
 HO0113.Superseded values are not recommended for survey control.
 HO0113
 HO0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0113.See file dsdata.pdf to determine how the superseded data were derived.
 HO0113
 HO0113_MARKER: DB = BENCH MARK DISK
 HO0113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HO0113_SP_SET: BUILDING
 HO0113_STAMPING: E 138 1962
 HO0113_MARK LOGO: CGS
 HO0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0113
 HO0113  HISTORY     - Date     Condition        Report By
 HO0113  HISTORY     - 1962     MONUMENTED       CGS
 HO0113
 HO0113                          STATION DESCRIPTION
 HO0113
 HO0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0113'3.05 MI S FROM KANAB.
 HO0113'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY SAINTS
 HO0113'CHURCH AT KANAB.  THENCE 2.45 MILES SOUTH ALONG U.S. HIGHWAY 89
 HO0113'ALTERNATE.  THENCE 0.15 MILE WEST ALONG THE ENTRANCE ROAD TO THE KANAB
 HO0113'MUNICIPAL AIRPORT, 2.1 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 HO0113'AIRPORT OFFICE BUILDING, ABOUT 2 FEET ABOVE THE GROUND, AND SET
 HO0113'VERTICALLY IN THE EAST BRICK WALL OF THE AIRPORT OFFICE BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0526 ***********************************************************************
 HN0526  DESIGNATION -  E 139
 HN0526  PID         -  HN0526
 HN0526  STATE/COUNTY-  UT/KANE
 HN0526  COUNTRY     -  US
 HN0526  USGS QUAD   -  WEST CLARK BENCH (2017)
 HN0526
 HN0526                         *CURRENT SURVEY CONTROL
 HN0526  ______________________________________________________________________
 HN0526* NAD 83(1986) POSITION- 37 06 16.8    (N) 111 53 24.6    (W)   HD_HELD2
 HN0526* NAVD 88 ORTHO HEIGHT -  1337.132 (meters)     4386.91  (feet) ADJUSTED
 HN0526  ______________________________________________________________________
 HN0526  GEOID HEIGHT    -        -22.745 (meters)                     GEOID18
 HN0526  DYNAMIC HEIGHT  -       1335.605 (meters)     4381.90  (feet) COMP
 HN0526  MODELED GRAVITY -    979,443.2   (mgal)                       NAVD 88
 HN0526
 HN0526  VERT ORDER      -  FIRST     CLASS II
 HN0526
 HN0526.The horizontal coordinates were established by autonomous hand held GPS
 HN0526.observations and have an estimated accuracy of +/- 10 meters.
 HN0526
 HN0526.The orthometric height was determined by differential leveling and
 HN0526.adjusted by the NATIONAL GEODETIC SURVEY
 HN0526.in June 1991.
 HN0526
 HN0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0526.GEOID18 height accuracy estimate available here.
 HN0526
 HN0526.Click photographs - Photos may exist for this station.
 HN0526
 HN0526.The dynamic height is computed by dividing the NAVD 88
 HN0526.geopotential number by the normal gravity value computed on the
 HN0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0526.degrees latitude (g = 980.6199 gals.).
 HN0526
 HN0526.The modeled gravity was interpolated from observed gravity values.
 HN0526
 HN0526;                    North         East    Units  Estimated Accuracy
 HN0526;SPC UT S     - 3,048,683.      465,318.      MT  (+/- 10 meters HH2 GPS)
 HN0526
 HN0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG2090406854(NAD 83)
 HN0526
 HN0526                          SUPERSEDED SURVEY CONTROL
 HN0526
 HN0526  NGVD 29 (??/??/92) 1336.184  (m)         4383.80   (f) ADJ UNCH    1 2
 HN0526
 HN0526.Superseded values are not recommended for survey control.
 HN0526
 HN0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0526.See file dsdata.pdf to determine how the superseded data were derived.
 HN0526
 HN0526_MARKER: DB = BENCH MARK DISK
 HN0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0526_STAMPING: E 139 1962
 HN0526_MARK LOGO: CGS
 HN0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0526+STABILITY: SURFACE MOTION
 HN0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0526+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2006
 HN0526
 HN0526  HISTORY     - Date     Condition        Report By
 HN0526  HISTORY     - 1962     MONUMENTED       CGS
 HN0526  HISTORY     - 1983     GOOD             NGS
 HN0526  HISTORY     - 20061223 GOOD             INDIV
 HN0526
 HN0526                          STATION DESCRIPTION
 HN0526
 HN0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0526'28.6 MI W FROM PAGE, AZ.
 HN0526'ABOUT 28.6 MILES WEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END OF
 HN0526'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.4 MILE EAST OF MILEPOST
 HN0526'NUMBER 44, 0.1 MILE WEST OF A METAL CULVERT, 137 FEET SOUTH OF THE
 HN0526'CENTERLINE OF THE HIGHWAY, 41 FEET SOUTH OF A 6-INCH CEDAR TREE, 2
 HN0526'FEET NORTH OF A FENCE, 1.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3
 HN0526'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 HN0526'POST PROJECTING 6 INCHES.
 HN0526
 HN0526                          STATION RECOVERY (1983)
 HN0526
 HN0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0526'RECOVERED IN GOOD CONDITION.  OMIT--0.4 MI EAST OF MILEPOST 44.
 HN0526'ADD--0.5 KM (0.3 MI) WEST OF MILEPOST 20.
 HN0526
 HN0526                          STATION RECOVERY (2006)
 HN0526
 HN0526'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RW)
 HN0526'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0140 ***********************************************************************
 KM0140  DESIGNATION -  E 14
 KM0140  PID         -  KM0140
 KM0140  STATE/COUNTY-  UT/GRAND
 KM0140  COUNTRY     -  US
 KM0140  USGS QUAD   -  WESTWATER (2017)
 KM0140
 KM0140                         *CURRENT SURVEY CONTROL
 KM0140  ______________________________________________________________________
 KM0140* NAD 83(1986) POSITION- 39 06 19.4    (N) 109 05 11.5    (W)   HD_HELD2
 KM0140* NAVD 88 ORTHO HEIGHT -  1322.657 (meters)     4339.42  (feet) POSTED
 KM0140  ______________________________________________________________________
 KM0140  GEOID HEIGHT    -        -18.111 (meters)                     GEOID18
 KM0140  DYNAMIC HEIGHT  -       1321.40  (meters)     4335.3   (feet) COMP
 KM0140  MODELED GRAVITY -    979,632.4   (mgal)                       NAVD 88
 KM0140
 KM0140  VERT ORDER      -  * POSTED, SEE BELOW
 KM0140
 KM0140.The horizontal coordinates were established by autonomous hand held GPS
 KM0140.observations and have an estimated accuracy of +/- 10 meters.
 KM0140
 KM0140.The orthometric height was determined by differential leveling
 KM0140.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0140
 KM0140.* This is a POSTED BENCH MARK height.
 KM0140
 KM0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0140.GEOID18 height accuracy estimate available here.
 KM0140
 KM0140.Click photographs - Photos may exist for this station.
 KM0140
 KM0140.The dynamic height is computed by dividing the NAVD 88
 KM0140.geopotential number by the normal gravity value computed on the
 KM0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0140.degrees latitude (g = 980.6199 gals.).
 KM0140
 KM0140.The modeled gravity was interpolated from observed gravity values.
 KM0140
 KM0140;                    North         East    Units  Estimated Accuracy
 KM0140;SPC UT C     - 2,088,530.      708,730.      MT  (+/- 10 meters HH2 GPS)
 KM0140
 KM0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ6545130214(NAD 83)
 KM0140
 KM0140                          SUPERSEDED SURVEY CONTROL
 KM0140
 KM0140  NGVD 29 (??/??/92) 1321.626  (m)         4336.03   (f) ADJ UNCH    1 2
 KM0140
 KM0140.Superseded values are not recommended for survey control.
 KM0140
 KM0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0140.See file dsdata.pdf to determine how the superseded data were derived.
 KM0140
 KM0140_MARKER: DB = BENCH MARK DISK
 KM0140_SETTING: 66 = SET IN ROCK OUTCROP
 KM0140_STAMPING: 4336.035 E 14 1927
 KM0140_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0140+STABILITY: POSITION/ELEVATION WELL
 KM0140
 KM0140  HISTORY     - Date     Condition        Report By
 KM0140  HISTORY     - 1927     MONUMENTED       CGS
 KM0140  HISTORY     - 1934     GOOD             CGS
 KM0140  HISTORY     - 20100124 GOOD             GEOCAC
 KM0140
 KM0140                          STATION DESCRIPTION
 KM0140
 KM0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KM0140'1.8 MI NE FROM WESTWATER.
 KM0140'1.8 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KM0140'FROM WESTWATER, GRAND COUNTY, 55 FET EAST OF THE CENTERLINE OF THE
 KM0140'TRACK, IN A SANDSTONE LEDGE, 15 FEET FROM THE NORTH END OF THE LEDGE,
 KM0140'AND 2 FEET FROM THE WEST EDGE.  A STANDARD DISK STAMPED 4336.035 E 14
 KM0140'1927.
 KM0140
 KM0140                          STATION RECOVERY (2010)
 KM0140
 KM0140'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 KM0140'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0072 ***********************************************************************
 HN0072  DESIGNATION -  E 140
 HN0072  PID         -  HN0072
 HN0072  STATE/COUNTY-  UT/SAN JUAN
 HN0072  COUNTRY     -  US
 HN0072  USGS QUAD   -  MOSS BACK BUTTE (2017)
 HN0072
 HN0072                         *CURRENT SURVEY CONTROL
 HN0072  ______________________________________________________________________
 HN0072* NAD 83(1986) POSITION- 37 33 19.     (N) 110 01 31.     (W)   SCALED
 HN0072* NAVD 88 ORTHO HEIGHT -  1884.696 (meters)     6183.37  (feet) ADJUSTED
 HN0072  ______________________________________________________________________
 HN0072  GEOID HEIGHT    -        -19.964 (meters)                     GEOID18
 HN0072  DYNAMIC HEIGHT  -       1882.507 (meters)     6176.19  (feet) COMP
 HN0072  MODELED GRAVITY -    979,400.7   (mgal)                       NAVD 88
 HN0072
 HN0072  VERT ORDER      -  FIRST     CLASS II
 HN0072
 HN0072.The horizontal coordinates were scaled from a map and have
 HN0072.an estimated accuracy of +/- 6 seconds.
 HN0072
 HN0072.The orthometric height was determined by differential leveling and
 HN0072.adjusted by the NATIONAL GEODETIC SURVEY
 HN0072.in June 1991.
 HN0072
 HN0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0072.GEOID18 height accuracy estimate available here.
 HN0072
 HN0072.Click photographs - Photos may exist for this station.
 HN0072
 HN0072.The dynamic height is computed by dividing the NAVD 88
 HN0072.geopotential number by the normal gravity value computed on the
 HN0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0072.degrees latitude (g = 980.6199 gals.).
 HN0072
 HN0072.The modeled gravity was interpolated from observed gravity values.
 HN0072
 HN0072;                    North         East    Units  Estimated Accuracy
 HN0072;SPC UT S     - 3,099,650.      630,300.      MT  (+/- 180 meters Scaled)
 HN0072
 HN0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG860569(NAD 83)
 HN0072
 HN0072                          SUPERSEDED SURVEY CONTROL
 HN0072
 HN0072  NGVD 29 (??/??/92) 1883.637  (m)         6179.90   (f) ADJ UNCH    1 2
 HN0072
 HN0072.Superseded values are not recommended for survey control.
 HN0072
 HN0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0072.See file dsdata.pdf to determine how the superseded data were derived.
 HN0072
 HN0072_MARKER: DB = BENCH MARK DISK
 HN0072_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0072_STAMPING: E 140 1962
 HN0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0072
 HN0072  HISTORY     - Date     Condition        Report By
 HN0072  HISTORY     - 1962     MONUMENTED       CGS
 HN0072  HISTORY     - 1982     GOOD             USGS
 HN0072  HISTORY     - 1982     GOOD             USGS
 HN0072
 HN0072                          STATION DESCRIPTION
 HN0072
 HN0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0072'13.2 MI S FROM FRY CANYON.
 HN0072'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0072'AT FRY CANYON.  THENCE 0.7 MILE SOUTHWEST ALONG A GRADED DIRT ROAD, 41
 HN0072'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 2.2 FEET SOUTHEAST OF A
 HN0072'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 HN0072'6-INCH CONCRETE PIPE FILLED WITH CONCRETE AND IMBEDDED IN CONCRETE AND
 HN0072'PROJECTING ABOUT 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 HN0072
 HN0072                          STATION RECOVERY (1982)
 HN0072
 HN0072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0072'ABOUT 12.0 MILES SOUTHEAST ALONG STATE HWY. 95 (BICENTENNIAL HWY.)
 HN0072'FROM THE POST OFFICE AT FRY CANYON, THENCE 0.5 MILES SOUTHWEST ALONG
 HN0072'STATE HWY. 263 TO A JUNCTION WITH A DIRT ROAD SOUTH (OLD HIGHWAY),
 HN0072'THENCE 0.2 MILES SOUTHWEST ALONG OLD HIGHWAY, 180 FEET SOUTHWEST
 HN0072'ALONG THE ROAD FROM A JUNCTION WITH A JEEP TRAIL SOUTHWEST, 43 FEET
 HN0072'SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND SET IN THE TOP OF A
 HN0072'CONCRETE POST PROJECTING 6 INCHES.
 HN0072
 HN0072                          STATION RECOVERY (1982)
 HN0072
 HN0072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0072'ABOUT 12.0 MILES SOUTHEAST ALONG STATE HWY. 95 (BICENTENNIAL HWY.)
 HN0072'FROM THE POST OFFICE AT FRY CANYON, THENCE 0.5 MILES SOUTHWEST ALONG
 HN0072'STATE HWY. 263 TO A JUNCTION WITH A DIRT ROAD SOUTH (OLD HIGHWAY),
 HN0072'THENCE 0.2 MILES SOUTHWEST ALONG OLD HIGHWAY, 180 FEET SOUTHWEST
 HN0072'ALONG THE ROAD FROM A JUNCTION WITH A JEEP TRAIL SOUTHWEST, 43 FEET
 HN0072'SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND SET IN THE TOP OF A
 HN0072'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0164 ***********************************************************************
 HN0164  DESIGNATION -  E 141
 HN0164  PID         -  HN0164
 HN0164  STATE/COUNTY-  UT/SAN JUAN
 HN0164  COUNTRY     -  US
 HN0164  USGS QUAD   -  WHIRLWIND DRAW (2017)
 HN0164
 HN0164                         *CURRENT SURVEY CONTROL
 HN0164  ______________________________________________________________________
 HN0164* NAD 83(1986) POSITION- 37 22 12.     (N) 110 18 28.     (W)   SCALED
 HN0164* NAVD 88 ORTHO HEIGHT -  1374.374 (meters)     4509.09  (feet) ADJUSTED
 HN0164  ______________________________________________________________________
 HN0164  GEOID HEIGHT    -        -21.476 (meters)                     GEOID18
 HN0164  DYNAMIC HEIGHT  -       1372.847 (meters)     4504.08  (feet) COMP
 HN0164  MODELED GRAVITY -    979,472.3   (mgal)                       NAVD 88
 HN0164
 HN0164  VERT ORDER      -  FIRST     CLASS II
 HN0164
 HN0164.The horizontal coordinates were scaled from a map and have
 HN0164.an estimated accuracy of +/- 6 seconds.
 HN0164
 HN0164.The orthometric height was determined by differential leveling and
 HN0164.adjusted by the NATIONAL GEODETIC SURVEY
 HN0164.in June 1991.
 HN0164
 HN0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0164.GEOID18 height accuracy estimate available here.
 HN0164
 HN0164.Click photographs - Photos may exist for this station.
 HN0164
 HN0164.The dynamic height is computed by dividing the NAVD 88
 HN0164.geopotential number by the normal gravity value computed on the
 HN0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0164.degrees latitude (g = 980.6199 gals.).
 HN0164
 HN0164.The modeled gravity was interpolated from observed gravity values.
 HN0164
 HN0164;                    North         East    Units  Estimated Accuracy
 HN0164;SPC UT S     - 3,078,730.      605,600.      MT  (+/- 180 meters Scaled)
 HN0164
 HN0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG612361(NAD 83)
 HN0164
 HN0164                          SUPERSEDED SURVEY CONTROL
 HN0164
 HN0164  NGVD 29 (??/??/92) 1373.427  (m)         4505.99   (f) ADJ UNCH    1 2
 HN0164
 HN0164.Superseded values are not recommended for survey control.
 HN0164
 HN0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0164.See file dsdata.pdf to determine how the superseded data were derived.
 HN0164
 HN0164_MARKER: DB = BENCH MARK DISK
 HN0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0164_STAMPING: E 141 1962
 HN0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0164+STABILITY: SURFACE MOTION
 HN0164
 HN0164  HISTORY     - Date     Condition        Report By
 HN0164  HISTORY     - 1962     MONUMENTED       CGS
 HN0164
 HN0164                          STATION DESCRIPTION
 HN0164
 HN0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0164'36.0 MI S FROM FRY CANYON.
 HN0164'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH STATE HIGHWAY 95 FROM THE POST
 HN0164'OFFICE AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT
 HN0164'ROAD.  THENCE 4.0 MILES SOUTHWEST ALONG A BULLDOZED ROAD LEADING TO
 HN0164'THE SAN JUAN RIVER, 23 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 HN0164'3.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 HN0164'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 HN0164'INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0124 ***********************************************************************
 HN0124  DESIGNATION -  E 142
 HN0124  PID         -  HN0124
 HN0124  STATE/COUNTY-  UT/SAN JUAN
 HN0124  COUNTRY     -  US
 HN0124  USGS QUAD   -  OLJATO (2017)
 HN0124
 HN0124                         *CURRENT SURVEY CONTROL
 HN0124  ______________________________________________________________________
 HN0124* NAD 83(1986) POSITION- 37 02 56.     (N) 110 22 28.     (W)   SCALED
 HN0124* NAVD 88 ORTHO HEIGHT -  1556.576 (meters)     5106.87  (feet) ADJUSTED
 HN0124  ______________________________________________________________________
 HN0124  GEOID HEIGHT    -        -21.330 (meters)                     GEOID18
 HN0124  DYNAMIC HEIGHT  -       1554.757 (meters)     5100.90  (feet) COMP
 HN0124  MODELED GRAVITY -    979,408.0   (mgal)                       NAVD 88
 HN0124
 HN0124  VERT ORDER      -  FIRST     CLASS II
 HN0124
 HN0124.The horizontal coordinates were scaled from a map and have
 HN0124.an estimated accuracy of +/- 6 seconds.
 HN0124
 HN0124.The orthometric height was determined by differential leveling and
 HN0124.adjusted by the NATIONAL GEODETIC SURVEY
 HN0124.in June 1991.
 HN0124
 HN0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0124.GEOID18 height accuracy estimate available here.
 HN0124
 HN0124.Click photographs - Photos may exist for this station.
 HN0124
 HN0124.The dynamic height is computed by dividing the NAVD 88
 HN0124.geopotential number by the normal gravity value computed on the
 HN0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0124.degrees latitude (g = 980.6199 gals.).
 HN0124
 HN0124.The modeled gravity was interpolated from observed gravity values.
 HN0124
 HN0124;                    North         East    Units  Estimated Accuracy
 HN0124;SPC UT S     - 3,043,020.      600,120.      MT  (+/- 180 meters Scaled)
 HN0124
 HN0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG556004(NAD 83)
 HN0124
 HN0124                          SUPERSEDED SURVEY CONTROL
 HN0124
 HN0124  NGVD 29 (??/??/92) 1555.620  (m)         5103.73   (f) ADJ UNCH    1 2
 HN0124
 HN0124.Superseded values are not recommended for survey control.
 HN0124
 HN0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0124.See file dsdata.pdf to determine how the superseded data were derived.
 HN0124
 HN0124_MARKER: DB = BENCH MARK DISK
 HN0124_SETTING: 66 = SET IN ROCK OUTCROP
 HN0124_STAMPING: E 142 1962
 HN0124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0124+STABILITY: POSITION/ELEVATION WELL
 HN0124
 HN0124  HISTORY     - Date     Condition        Report By
 HN0124  HISTORY     - 1962     MONUMENTED       CGS
 HN0124
 HN0124                          STATION DESCRIPTION
 HN0124
 HN0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0124'3.45 MI W FROM OLJETO.
 HN0124'ABOUT 3.45 MILES WEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS FROM
 HN0124'THE TRADING POST AT OLJETO, 205 FEET NORTHEAST OF THE CENTERLINE OF
 HN0124'THE DIRT ROAD, 127 FEET NORTHWEST OF THE CENTER OF A WASH, 16.5 FEET
 HN0124'NORTHWEST OF A METAL WITNESS POST, 5.5 FEET SOUTHEAST OF A ROCK CAIRN,
 HN0124'ABOUT 3 FEET ABOVE THE LEVEL OF THE DIRT ROAD, AND SET IN THE TOP OF A
 HN0124'ROCK OUTCROP FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0117 ***********************************************************************
 HN0117  DESIGNATION -  E 143
 HN0117  PID         -  HN0117
 HN0117  STATE/COUNTY-  UT/SAN JUAN
 HN0117  COUNTRY     -  US
 HN0117  USGS QUAD   -  OLJATO (2017)
 HN0117
 HN0117                         *CURRENT SURVEY CONTROL
 HN0117  ______________________________________________________________________
 HN0117* NAD 83(1986) POSITION- 37 00 59.     (N) 110 18 16.     (W)   SCALED
 HN0117* NAVD 88 ORTHO HEIGHT -  1514.257 (meters)     4968.02  (feet) ADJUSTED
 HN0117  ______________________________________________________________________
 HN0117  GEOID HEIGHT    -        -21.153 (meters)                     GEOID18
 HN0117  DYNAMIC HEIGHT  -       1512.518 (meters)     4962.32  (feet) COMP
 HN0117  MODELED GRAVITY -    979,429.6   (mgal)                       NAVD 88
 HN0117
 HN0117  VERT ORDER      -  FIRST     CLASS II
 HN0117
 HN0117.The horizontal coordinates were scaled from a map and have
 HN0117.an estimated accuracy of +/- 6 seconds.
 HN0117
 HN0117.The orthometric height was determined by differential leveling and
 HN0117.adjusted by the NATIONAL GEODETIC SURVEY
 HN0117.in June 1991.
 HN0117
 HN0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0117.GEOID18 height accuracy estimate available here.
 HN0117
 HN0117.Click photographs - Photos may exist for this station.
 HN0117
 HN0117.The dynamic height is computed by dividing the NAVD 88
 HN0117.geopotential number by the normal gravity value computed on the
 HN0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0117.degrees latitude (g = 980.6199 gals.).
 HN0117
 HN0117.The modeled gravity was interpolated from observed gravity values.
 HN0117
 HN0117;                    North         East    Units  Estimated Accuracy
 HN0117;SPC UT S     - 3,039,490.      606,400.      MT  (+/- 180 meters Scaled)
 HN0117
 HN0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF618969(NAD 83)
 HN0117
 HN0117                          SUPERSEDED SURVEY CONTROL
 HN0117
 HN0117  NGVD 29 (??/??/92) 1513.344  (m)         4965.03   (f) ADJ UNCH    1 2
 HN0117
 HN0117.Superseded values are not recommended for survey control.
 HN0117
 HN0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0117.See file dsdata.pdf to determine how the superseded data were derived.
 HN0117
 HN0117_MARKER: DB = BENCH MARK DISK
 HN0117_SETTING: 66 = SET IN ROCK OUTCROP
 HN0117_STAMPING: E 143 1962
 HN0117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0117+STABILITY: POSITION/ELEVATION WELL
 HN0117
 HN0117  HISTORY     - Date     Condition        Report By
 HN0117  HISTORY     - 1962     MONUMENTED       CGS
 HN0117
 HN0117                          STATION DESCRIPTION
 HN0117
 HN0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0117'1.7 MI SE FROM OLJETO.
 HN0117'ABOUT 1.6 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE TRADING POST AT
 HN0117'OLJETO.  THENCE ABOUT 0.1 MILE SOUTHWEST ACROSS COUNTRY TO THE BASE OF
 HN0117'A ROCK CLIFF, ABOUT 0.8 MILE NORTHWEST OF ANVIL ROCK, 267 FEET WEST OF
 HN0117'A CORRAL, 17.7 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 HN0117'WITH THE GROUND, AND SET IN THE TOP OF THE BASE OF THE ROCK CLIFF.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0566 ***********************************************************************
 HN0566  DESIGNATION -  E 144
 HN0566  PID         -  HN0566
 HN0566  STATE/COUNTY-  UT/KANE
 HN0566  COUNTRY     -  US
 HN0566  USGS QUAD   -  LONE ROCK (2017)
 HN0566
 HN0566                         *CURRENT SURVEY CONTROL
 HN0566  ______________________________________________________________________
 HN0566* NAD 83(1986) POSITION- 37 05 24.     (N) 111 30 46.     (W)   SCALED
 HN0566* NAVD 88 ORTHO HEIGHT -  1186.370 (meters)     3892.28  (feet) ADJUSTED
 HN0566  ______________________________________________________________________
 HN0566  GEOID HEIGHT    -        -23.287 (meters)                     GEOID18
 HN0566  DYNAMIC HEIGHT  -       1185.040 (meters)     3887.92  (feet) COMP
 HN0566  MODELED GRAVITY -    979,470.0   (mgal)                       NAVD 88
 HN0566
 HN0566  VERT ORDER      -  FIRST     CLASS II
 HN0566
 HN0566.The horizontal coordinates were scaled from a map and have
 HN0566.an estimated accuracy of +/- 6 seconds.
 HN0566
 HN0566.The orthometric height was determined by differential leveling and
 HN0566.adjusted by the NATIONAL GEODETIC SURVEY
 HN0566.in June 1991.
 HN0566
 HN0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0566.GEOID18 height accuracy estimate available here.
 HN0566
 HN0566.Click photographs - Photos may exist for this station.
 HN0566
 HN0566.The dynamic height is computed by dividing the NAVD 88
 HN0566.geopotential number by the normal gravity value computed on the
 HN0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0566.degrees latitude (g = 980.6199 gals.).
 HN0566
 HN0566.The modeled gravity was interpolated from observed gravity values.
 HN0566
 HN0566;                    North         East    Units  Estimated Accuracy
 HN0566;SPC UT S     - 3,046,980.      498,860.      MT  (+/- 180 meters Scaled)
 HN0566
 HN0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG544049(NAD 83)
 HN0566
 HN0566                          SUPERSEDED SURVEY CONTROL
 HN0566
 HN0566  NGVD 29 (??/??/92) 1185.469  (m)         3889.33   (f) ADJ UNCH    1 2
 HN0566
 HN0566.Superseded values are not recommended for survey control.
 HN0566
 HN0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0566.See file dsdata.pdf to determine how the superseded data were derived.
 HN0566
 HN0566_MARKER: DB = BENCH MARK DISK
 HN0566_SETTING: 66 = SET IN ROCK OUTCROP
 HN0566_STAMPING: E 144 1962
 HN0566_MARK LOGO: CGS
 HN0566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0566+STABILITY: POSITION/ELEVATION WELL
 HN0566
 HN0566  HISTORY     - Date     Condition        Report By
 HN0566  HISTORY     - 1962     MONUMENTED       CGS
 HN0566  HISTORY     - 1977     GOOD             USGS
 HN0566  HISTORY     - 1977     GOOD             USGS
 HN0566
 HN0566                          STATION DESCRIPTION
 HN0566
 HN0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0566'10.3 MI E FROM GLEN CANYON CITY.
 HN0566'ABOUT 10.3 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0566'SERVICE STATION AT GLEN CANYON CITY, AT A POINT WHERE THE DIRT ROAD
 HN0566'CROSSES A CANYON, IN THE BOTTOM OF THE CANYON, 52 FEET NORTHEAST OF
 HN0566'THE CENTERLINE OF THE ROAD, 33 FEET NORTH OF THE CENTER OF THE CANYON,
 HN0566'28.0 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 HN0566'THE ROAD, ABOUT 4 FEET ABOVE THE CANYON FLOOR, AND SET IN THE TOP OF A
 HN0566'ROCK LEDGE ON THE NORTH SIDE OF THE CANYON.
 HN0566
 HN0566                          STATION RECOVERY (1977)
 HN0566
 HN0566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0566'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY GO E. ON GRAIDED
 HN0566'DIRT ROAD FOR 9.4 MI. TO ROAD JUNCTION IN CROSBY CANYON. GO RIGHT
 HN0566'DOWN CROSBY CANYON FOR 0.6 MILES. ABOUT 60 FEET NE OF THE CENTER OF
 HN0566'THE ROAD, 30 FEET N. OF THE CENTER OF THE CANYON, 28 FEET SSW. OF A
 HN0566'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, ABOUT 4 FEET ABOVE THE
 HN0566'CANYON FLOOR AND SET IN THE TOP OF A ROCK LEDGE ON THE NORTH SIDE OF
 HN0566'THE CANYON.
 HN0566
 HN0566                          STATION RECOVERY (1977)
 HN0566
 HN0566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0566'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY GO E. ON GRAIDED
 HN0566'DIRT ROAD FOR 9.4 MI. TO ROAD JUNCTION IN CROSBY CANYON. GO RIGHT
 HN0566'DOWN CROSBY CANYON FOR 0.6 MILES. ABOUT 60 FEET NE OF THE CENTER OF
 HN0566'THE ROAD, 30 FEET N. OF THE CENTER OF THE CANYON, 28 FEET SSW. OF A
 HN0566'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, ABOUT 4 FEET ABOVE THE
 HN0566'CANYON FLOOR AND SET IN THE TOP OF A ROCK LEDGE ON THE NORTH SIDE OF
 HN0566'THE CANYON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0409 ***********************************************************************
 HN0409  DESIGNATION -  E 145
 HN0409  PID         -  HN0409
 HN0409  STATE/COUNTY-  UT/KANE
 HN0409  COUNTRY     -  US
 HN0409  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0409
 HN0409                         *CURRENT SURVEY CONTROL
 HN0409  ______________________________________________________________________
 HN0409* NAD 83(1986) POSITION- 37 07 17.     (N) 111 29 36.     (W)   SCALED
 HN0409* NAVD 88 ORTHO HEIGHT -  1205.613 (meters)     3955.42  (feet) ADJUSTED
 HN0409  ______________________________________________________________________
 HN0409  GEOID HEIGHT    -        -23.204 (meters)                     GEOID18
 HN0409  DYNAMIC HEIGHT  -       1204.275 (meters)     3951.03  (feet) COMP
 HN0409  MODELED GRAVITY -    979,480.9   (mgal)                       NAVD 88
 HN0409
 HN0409  VERT ORDER      -  FIRST     CLASS II
 HN0409
 HN0409.The horizontal coordinates were scaled from a map and have
 HN0409.an estimated accuracy of +/- 6 seconds.
 HN0409
 HN0409.The orthometric height was determined by differential leveling and
 HN0409.adjusted by the NATIONAL GEODETIC SURVEY
 HN0409.in June 1991.
 HN0409
 HN0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0409.GEOID18 height accuracy estimate available here.
 HN0409
 HN0409.Click photographs - Photos may exist for this station.
 HN0409
 HN0409.The dynamic height is computed by dividing the NAVD 88
 HN0409.geopotential number by the normal gravity value computed on the
 HN0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0409.degrees latitude (g = 980.6199 gals.).
 HN0409
 HN0409.The modeled gravity was interpolated from observed gravity values.
 HN0409
 HN0409;                    North         East    Units  Estimated Accuracy
 HN0409;SPC UT S     - 3,050,470.      500,590.      MT  (+/- 180 meters Scaled)
 HN0409
 HN0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG561084(NAD 83)
 HN0409
 HN0409                          SUPERSEDED SURVEY CONTROL
 HN0409
 HN0409  NGVD 29 (??/??/92) 1204.722  (m)         3952.49   (f) ADJ UNCH    1 2
 HN0409
 HN0409.Superseded values are not recommended for survey control.
 HN0409
 HN0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0409.See file dsdata.pdf to determine how the superseded data were derived.
 HN0409
 HN0409_MARKER: DB = BENCH MARK DISK
 HN0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0409_STAMPING: E 145 1962
 HN0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0409+STABILITY: SURFACE MOTION
 HN0409
 HN0409  HISTORY     - Date     Condition        Report By
 HN0409  HISTORY     - 1962     MONUMENTED       CGS
 HN0409  HISTORY     - 1977     GOOD             USGS
 HN0409  HISTORY     - 1977     GOOD             USGS
 HN0409
 HN0409                          STATION DESCRIPTION
 HN0409
 HN0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0409'13.6 MI E FROM GLEN CANYON CITY.
 HN0409'ABOUT 13.6 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0409'SERVICE STATION AT GLEN CANYON CITY, 45 FEET WEST OF THE CENTERLINE OF
 HN0409'THE ROAD, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 HN0409'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HN0409'PROJECTING ABOUT 5 INCHES.
 HN0409
 HN0409                          STATION RECOVERY (1977)
 HN0409
 HN0409'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0409'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY GO E. ON GRAIDED
 HN0409'DIRT ROAD FOR 12.9 MILES, 265 FT. W OF CTR. RD. 2.0 FT. W OF METAL
 HN0409'WITNESS POST SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 HN0409
 HN0409                          STATION RECOVERY (1977)
 HN0409
 HN0409'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0409'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY GO E. ON GRAIDED
 HN0409'DIRT ROAD FOR 12.9 MILES, 265 FT. W OF CTR. RD. 2.0 FT. W OF METAL
 HN0409'WITNESS POST SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0442 ***********************************************************************
 HN0442  DESIGNATION -  E 146
 HN0442  PID         -  HN0442
 HN0442  STATE/COUNTY-  UT/KANE
 HN0442  COUNTRY     -  US
 HN0442  USGS QUAD   -  NAVAJO POINT (2017)
 HN0442
 HN0442                         *CURRENT SURVEY CONTROL
 HN0442  ______________________________________________________________________
 HN0442* NAD 83(1986) POSITION- 37 07 50.     (N) 111 07 27.     (W)   SCALED
 HN0442* NAVD 88 ORTHO HEIGHT -  1463.733 (meters)     4802.26  (feet) ADJUSTED
 HN0442  ______________________________________________________________________
 HN0442  GEOID HEIGHT    -        -23.022 (meters)                     GEOID18
 HN0442  DYNAMIC HEIGHT  -       1461.989 (meters)     4796.54  (feet) COMP
 HN0442  MODELED GRAVITY -    979,389.9   (mgal)                       NAVD 88
 HN0442
 HN0442  VERT ORDER      -  FIRST     CLASS II
 HN0442
 HN0442.The horizontal coordinates were scaled from a map and have
 HN0442.an estimated accuracy of +/- 6 seconds.
 HN0442
 HN0442.The orthometric height was determined by differential leveling and
 HN0442.adjusted by the NATIONAL GEODETIC SURVEY
 HN0442.in June 1991.
 HN0442
 HN0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0442.GEOID18 height accuracy estimate available here.
 HN0442
 HN0442.Click photographs - Photos may exist for this station.
 HN0442
 HN0442.The dynamic height is computed by dividing the NAVD 88
 HN0442.geopotential number by the normal gravity value computed on the
 HN0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0442.degrees latitude (g = 980.6199 gals.).
 HN0442
 HN0442.The modeled gravity was interpolated from observed gravity values.
 HN0442
 HN0442;                    North         East    Units  Estimated Accuracy
 HN0442;SPC UT S     - 3,051,550.      533,400.      MT  (+/- 180 meters Scaled)
 HN0442
 HN0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG889093(NAD 83)
 HN0442
 HN0442                          SUPERSEDED SURVEY CONTROL
 HN0442
 HN0442  NGVD 29 (??/??/92) 1462.741  (m)         4799.01   (f) ADJ UNCH    1 2
 HN0442
 HN0442.Superseded values are not recommended for survey control.
 HN0442
 HN0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0442.See file dsdata.pdf to determine how the superseded data were derived.
 HN0442
 HN0442_MARKER: DB = BENCH MARK DISK
 HN0442_SETTING: 66 = SET IN ROCK OUTCROP
 HN0442_STAMPING: E 146 1962
 HN0442_MARK LOGO: CGS
 HN0442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0442+STABILITY: POSITION/ELEVATION WELL
 HN0442
 HN0442  HISTORY     - Date     Condition        Report By
 HN0442  HISTORY     - 1962     MONUMENTED       CGS
 HN0442
 HN0442                          STATION DESCRIPTION
 HN0442
 HN0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0442'26.5 MI SW FROM HOLE-IN-THE-ROCK.
 HN0442'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0442'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0442'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0442'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0442'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0442'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0442'PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0442'HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0442'CLIFFS.  THENCE 2.4 MILES SOUTH-SOUTHEAST ALONG A COW PATH.  THENCE
 HN0442'3.1 MILES SOUTH ACROSS ROCKY COUNTRY TOWARDS NAVAJO POINT.  THENCE 3.0
 HN0442'MILES NORTHWEST ALONG A COW PATH AND AROUND NAVAJO POINT.  THENCE 6.25
 HN0442'MILES SOUTHWEST DOWNHILL AND ACROSS ROCKY COUNTRY LEADING TO BILLIE
 HN0442'FLAT TOP, ON BILLIE FLAT TOP, 71.5 FEET WEST OF A METAL WITNESS POST,
 HN0442'AND SET IN THE TOP OF A ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0107 ***********************************************************************
 HN0107  DESIGNATION -  E 147
 HN0107  PID         -  HN0107
 HN0107  STATE/COUNTY-  UT/SAN JUAN
 HN0107  COUNTRY     -  US
 HN0107  USGS QUAD   -  BURNT SPRING (2017)
 HN0107
 HN0107                         *CURRENT SURVEY CONTROL
 HN0107  ______________________________________________________________________
 HN0107* NAD 83(1986) POSITION- 37 24 27.     (N) 110 25 12.     (W)   SCALED
 HN0107* NAVD 88 ORTHO HEIGHT -  1584.267 (meters)     5197.72  (feet) ADJUSTED
 HN0107  ______________________________________________________________________
 HN0107  GEOID HEIGHT    -        -21.748 (meters)                     GEOID18
 HN0107  DYNAMIC HEIGHT  -       1582.451 (meters)     5191.76  (feet) COMP
 HN0107  MODELED GRAVITY -    979,429.0   (mgal)                       NAVD 88
 HN0107
 HN0107  VERT ORDER      -  FIRST     CLASS II
 HN0107
 HN0107.The horizontal coordinates were scaled from a map and have
 HN0107.an estimated accuracy of +/- 6 seconds.
 HN0107
 HN0107.The orthometric height was determined by differential leveling and
 HN0107.adjusted by the NATIONAL GEODETIC SURVEY
 HN0107.in June 1991.
 HN0107
 HN0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0107.GEOID18 height accuracy estimate available here.
 HN0107
 HN0107.Click photographs - Photos may exist for this station.
 HN0107
 HN0107.The dynamic height is computed by dividing the NAVD 88
 HN0107.geopotential number by the normal gravity value computed on the
 HN0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0107.degrees latitude (g = 980.6199 gals.).
 HN0107
 HN0107.The modeled gravity was interpolated from observed gravity values.
 HN0107
 HN0107;                    North         East    Units  Estimated Accuracy
 HN0107;SPC UT S     - 3,082,770.      595,610.      MT  (+/- 180 meters Scaled)
 HN0107
 HN0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG513402(NAD 83)
 HN0107
 HN0107                          SUPERSEDED SURVEY CONTROL
 HN0107
 HN0107  NGVD 29 (??/??/92) 1583.248  (m)         5194.37   (f) ADJ UNCH    1 2
 HN0107
 HN0107.Superseded values are not recommended for survey control.
 HN0107
 HN0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0107.See file dsdata.pdf to determine how the superseded data were derived.
 HN0107
 HN0107_MARKER: DB = BENCH MARK DISK
 HN0107_SETTING: 66 = SET IN ROCK OUTCROP
 HN0107_STAMPING: E 147 1962
 HN0107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0107+STABILITY: POSITION/ELEVATION WELL
 HN0107
 HN0107  HISTORY     - Date     Condition        Report By
 HN0107  HISTORY     - 1962     MONUMENTED       CGS
 HN0107
 HN0107                          STATION DESCRIPTION
 HN0107
 HN0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0107'42.6 MI SW FROM FRY CANYON.
 HN0107'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0107'AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0107'THENCE 10.6 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH
 HN0107'CLAY HILLS DIVIDE, 3.05 MILES WEST OF GREEN WATER SPRING, 44 FEET
 HN0107'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 12 FEET SOUTHWEST OF THE
 HN0107'CENTERLINE OF CASTLE CREEK, ABOUT LEVEL WITH THE ROAD, ABOUT 1.3 FEET
 HN0107'ABOVE THE BOTTOM OF THE CREEK, AND SET IN THE TOP OF A ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0288 ***********************************************************************
 HN0288  DESIGNATION -  E 148
 HN0288  PID         -  HN0288
 HN0288  STATE/COUNTY-  UT/SAN JUAN
 HN0288  COUNTRY     -  US
 HN0288  USGS QUAD   -  HALLS CROSSING NE (2017)
 HN0288
 HN0288                         *CURRENT SURVEY CONTROL
 HN0288  ______________________________________________________________________
 HN0288* NAD 83(1986) POSITION- 37 25 20.     (N) 110 32 20.     (W)   SCALED
 HN0288* NAVD 88 ORTHO HEIGHT -  1371.639 (meters)     4500.12  (feet) ADJUSTED
 HN0288  ______________________________________________________________________
 HN0288  GEOID HEIGHT    -        -22.191 (meters)                     GEOID18
 HN0288  DYNAMIC HEIGHT  -       1370.057 (meters)     4494.93  (feet) COMP
 HN0288  MODELED GRAVITY -    979,430.8   (mgal)                       NAVD 88
 HN0288
 HN0288  VERT ORDER      -  FIRST     CLASS II
 HN0288
 HN0288.The horizontal coordinates were scaled from a map and have
 HN0288.an estimated accuracy of +/- 6 seconds.
 HN0288
 HN0288.The orthometric height was determined by differential leveling and
 HN0288.adjusted by the NATIONAL GEODETIC SURVEY
 HN0288.in June 1991.
 HN0288
 HN0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0288.GEOID18 height accuracy estimate available here.
 HN0288
 HN0288.Click photographs - Photos may exist for this station.
 HN0288
 HN0288.The dynamic height is computed by dividing the NAVD 88
 HN0288.geopotential number by the normal gravity value computed on the
 HN0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0288.degrees latitude (g = 980.6199 gals.).
 HN0288
 HN0288.The modeled gravity was interpolated from observed gravity values.
 HN0288
 HN0288;                    North         East    Units  Estimated Accuracy
 HN0288;SPC UT S     - 3,084,290.      585,070.      MT  (+/- 180 meters Scaled)
 HN0288
 HN0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG407418(NAD 83)
 HN0288
 HN0288                          SUPERSEDED SURVEY CONTROL
 HN0288
 HN0288  NGVD 29 (??/??/92) 1370.591  (m)         4496.68   (f) ADJ UNCH    1 2
 HN0288
 HN0288.Superseded values are not recommended for survey control.
 HN0288
 HN0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0288.See file dsdata.pdf to determine how the superseded data were derived.
 HN0288
 HN0288_MARKER: DB = BENCH MARK DISK
 HN0288_SETTING: 66 = SET IN ROCK OUTCROP
 HN0288_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0288+STABILITY: POSITION/ELEVATION WELL
 HN0288
 HN0288  HISTORY     - Date     Condition        Report By
 HN0288  HISTORY     - 1962     MONUMENTED       CGS
 HN0288  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0288  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0288
 HN0288                          STATION DESCRIPTION
 HN0288
 HN0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0288'51.3 MI SW FROM FRY CANYON.
 HN0288'12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE AT FRY
 HN0288'CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD. THENCE
 HN0288'15.0 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH CLAY HILLS
 HN0288'DIVIDE.  THENCE 4.3 MILES NORTHWEST ALONG A BULLDOZED ROAD LEADING TO
 HN0288'HALLS CROSSING ON THE COLORADO RIVER, 11.7 MILES WEST OF GREEN WATER
 HN0288'SPRING, 0.1 MILE NORTHEAST OF THE MOST NORTH-WESTERLY OF THREE SANDY
 HN0288'HILLS, 0.1 MILE WEST-SOUTHWEST OF A SANDSTONE FORMATION, 59 FEET
 HN0288'SOUTHWEST OF THE CENTERLINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD,
 HN0288'AND SET IN THE TOP OF A LARGE SANDSTONE OUTCROP WHICH PROJECTS ABOUT 2
 HN0288'FEET ABOVE THE GROUND.
 HN0288
 HN0288                          STATION RECOVERY (1982)
 HN0288
 HN0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0288'MARK NOT FOUND.
 HN0288
 HN0288                          STATION RECOVERY (1982)
 HN0288
 HN0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0288'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0243 ***********************************************************************
 HN0243  DESIGNATION -  E 149
 HN0243  PID         -  HN0243
 HN0243  STATE/COUNTY-  UT/SAN JUAN
 HN0243  COUNTRY     -  US
 HN0243  USGS QUAD   -  ALCOVE CANYON (2017)
 HN0243
 HN0243                         *CURRENT SURVEY CONTROL
 HN0243  ______________________________________________________________________
 HN0243* NAD 83(1986) POSITION- 37 19 53.     (N) 110 39 29.     (W)   SCALED
 HN0243* NAVD 88 ORTHO HEIGHT -  1425.166 (meters)     4675.73  (feet) ADJUSTED
 HN0243  ______________________________________________________________________
 HN0243  GEOID HEIGHT    -        -22.396 (meters)                     GEOID18
 HN0243  DYNAMIC HEIGHT  -       1423.542 (meters)     4670.40  (feet) COMP
 HN0243  MODELED GRAVITY -    979,442.0   (mgal)                       NAVD 88
 HN0243
 HN0243  VERT ORDER      -  FIRST     CLASS II
 HN0243
 HN0243.The horizontal coordinates were scaled from a map and have
 HN0243.an estimated accuracy of +/- 6 seconds.
 HN0243
 HN0243.The orthometric height was determined by differential leveling and
 HN0243.adjusted by the NATIONAL GEODETIC SURVEY
 HN0243.in June 1991.
 HN0243
 HN0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0243.GEOID18 height accuracy estimate available here.
 HN0243
 HN0243.Click photographs - Photos may exist for this station.
 HN0243
 HN0243.The dynamic height is computed by dividing the NAVD 88
 HN0243.geopotential number by the normal gravity value computed on the
 HN0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0243.degrees latitude (g = 980.6199 gals.).
 HN0243
 HN0243.The modeled gravity was interpolated from observed gravity values.
 HN0243
 HN0243;                    North         East    Units  Estimated Accuracy
 HN0243;SPC UT S     - 3,074,110.      574,610.      MT  (+/- 180 meters Scaled)
 HN0243
 HN0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG302316(NAD 83)
 HN0243
 HN0243                          SUPERSEDED SURVEY CONTROL
 HN0243
 HN0243  NGVD 29 (??/??/92) 1424.157  (m)         4672.42   (f) ADJ UNCH    1 2
 HN0243
 HN0243.Superseded values are not recommended for survey control.
 HN0243
 HN0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0243.See file dsdata.pdf to determine how the superseded data were derived.
 HN0243
 HN0243_MARKER: DB = BENCH MARK DISK
 HN0243_SETTING: 66 = SET IN ROCK OUTCROP
 HN0243_STAMPING: E 149 1962
 HN0243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0243+STABILITY: POSITION/ELEVATION WELL
 HN0243
 HN0243  HISTORY     - Date     Condition        Report By
 HN0243  HISTORY     - 1962     MONUMENTED       CGS
 HN0243  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0243  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0243
 HN0243                          STATION DESCRIPTION
 HN0243
 HN0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0243'61.25 MI SW FROM FRY CANYON.
 HN0243'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0243'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0243'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0243'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0243'TRAIL ROAD.  THENCE 6.65 MILES SOUTHWEST ALONG A TRAIL ROAD.  19 FEET
 HN0243'EAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A LEDGE ON THE
 HN0243'NORTHWEST SLOPE OF A RED SANDSTONE OUTCROP, ABOUT 2 1/2 FEET ABOVE A
 HN0243'LARGE FLAT ROCK, 242 FEET SOUTH OF A ROCK KNOB WHICH IS ABOUT 6 FEET
 HN0243'HIGH AND ABOUT 15 FEET ABOVE THE ROAD, ABOUT LEVEL WITH THE ROAD.
 HN0243
 HN0243                          STATION RECOVERY (1982)
 HN0243
 HN0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0243'MARK NOT FOUND.
 HN0243
 HN0243                          STATION RECOVERY (1982)
 HN0243
 HN0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0243'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0144 ***********************************************************************
 KN0144  DESIGNATION -  E 15
 KN0144  PID         -  KN0144
 KN0144  STATE/COUNTY-  UT/UTAH
 KN0144  COUNTRY     -  US
 KN0144  USGS QUAD   -  SOLDIER SUMMIT (2017)
 KN0144
 KN0144                         *CURRENT SURVEY CONTROL
 KN0144  ______________________________________________________________________
 KN0144* NAD 83(1986) POSITION- 39 53 38.     (N) 111 03 13.     (W)   SCALED
 KN0144* NAVD 88 ORTHO HEIGHT -  2232.433 (meters)     7324.24  (feet) ADJUSTED
 KN0144  ______________________________________________________________________
 KN0144  GEOID HEIGHT    -        -15.848 (meters)                     GEOID18
 KN0144  DYNAMIC HEIGHT  -       2230.045 (meters)     7316.41  (feet) COMP
 KN0144  MODELED GRAVITY -    979,476.4   (mgal)                       NAVD 88
 KN0144
 KN0144  VERT ORDER      -  FIRST     CLASS II
 KN0144
 KN0144.The horizontal coordinates were scaled from a map and have
 KN0144.an estimated accuracy of +/- 6 seconds.
 KN0144
 KN0144.The orthometric height was determined by differential leveling and
 KN0144.adjusted by the NATIONAL GEODETIC SURVEY
 KN0144.in June 1991.
 KN0144
 KN0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0144.GEOID18 height accuracy estimate available here.
 KN0144
 KN0144.Click photographs - Photos may exist for this station.
 KN0144
 KN0144.The dynamic height is computed by dividing the NAVD 88
 KN0144.geopotential number by the normal gravity value computed on the
 KN0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0144.degrees latitude (g = 980.6199 gals.).
 KN0144
 KN0144.The modeled gravity was interpolated from observed gravity values.
 KN0144
 KN0144;                    North         East    Units  Estimated Accuracy
 KN0144;SPC UT C     - 2,173,350.      538,170.      MT  (+/- 180 meters Scaled)
 KN0144
 KN0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK954159(NAD 83)
 KN0144
 KN0144                          SUPERSEDED SURVEY CONTROL
 KN0144
 KN0144  NGVD 29 (??/??/92) 2231.107  (m)         7319.89   (f) ADJ UNCH    1 2
 KN0144
 KN0144.Superseded values are not recommended for survey control.
 KN0144
 KN0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0144.See file dsdata.pdf to determine how the superseded data were derived.
 KN0144
 KN0144_MARKER: DB = BENCH MARK DISK
 KN0144_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0144_SP_SET: CULVERT HEADWALL
 KN0144_STAMPING: 7319.890 E 15 1927
 KN0144_MARK LOGO: CGS
 KN0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0144+STABILITY: SURFACE MOTION
 KN0144
 KN0144  HISTORY     - Date     Condition        Report By
 KN0144  HISTORY     - 1927     MONUMENTED       CGS
 KN0144  HISTORY     - 1934     GOOD             CGS
 KN0144
 KN0144                          STATION DESCRIPTION
 KN0144
 KN0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0144'3.0 MI SE FROM SOLDIER SUMMIT.
 KN0144'3.0 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0144'FROM SOLDIER SUMMIT, UTAH COUNTY, 0.4 MILE EAST OF MILEPOST 649, AT A
 KN0144'CONCRETE CULVERT UNDER THE TRACK, IN THE TOP OF THE WEST END OF THE
 KN0144'SOUTH HEADWALL, AND 17 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 KN0144'TRACK.  A STANDARD DISK, STAMPED 7319.890 E 15 1927.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0215 ***********************************************************************
 HN0215  DESIGNATION -  E 150
 HN0215  PID         -  HN0215
 HN0215  STATE/COUNTY-  UT/SAN JUAN
 HN0215  COUNTRY     -  US
 HN0215  USGS QUAD   -  WILSON CREEK (2017)
 HN0215
 HN0215                         *CURRENT SURVEY CONTROL
 HN0215  ______________________________________________________________________
 HN0215* NAD 83(1986) POSITION- 37 14 33.     (N) 110 50 02.     (W)   SCALED
 HN0215* NAVD 88 ORTHO HEIGHT -  1364.264 (meters)     4475.92  (feet) ADJUSTED
 HN0215  ______________________________________________________________________
 HN0215  GEOID HEIGHT    -        -22.650 (meters)                     GEOID18
 HN0215  DYNAMIC HEIGHT  -       1362.706 (meters)     4470.81  (feet) COMP
 HN0215  MODELED GRAVITY -    979,442.1   (mgal)                       NAVD 88
 HN0215
 HN0215  VERT ORDER      -  FIRST     CLASS II
 HN0215
 HN0215.The horizontal coordinates were scaled from a map and have
 HN0215.an estimated accuracy of +/- 6 seconds.
 HN0215
 HN0215.The orthometric height was determined by differential leveling and
 HN0215.adjusted by the NATIONAL GEODETIC SURVEY
 HN0215.in June 1991.
 HN0215
 HN0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0215.GEOID18 height accuracy estimate available here.
 HN0215
 HN0215.Click photographs - Photos may exist for this station.
 HN0215
 HN0215.The dynamic height is computed by dividing the NAVD 88
 HN0215.geopotential number by the normal gravity value computed on the
 HN0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0215.degrees latitude (g = 980.6199 gals.).
 HN0215
 HN0215.The modeled gravity was interpolated from observed gravity values.
 HN0215
 HN0215;                    North         East    Units  Estimated Accuracy
 HN0215;SPC UT S     - 3,064,120.      559,100.      MT  (+/- 180 meters Scaled)
 HN0215
 HN0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG147217(NAD 83)
 HN0215
 HN0215                          SUPERSEDED SURVEY CONTROL
 HN0215
 HN0215  NGVD 29 (??/??/92) 1363.262  (m)         4472.64   (f) ADJ UNCH    1 2
 HN0215
 HN0215.Superseded values are not recommended for survey control.
 HN0215
 HN0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0215.See file dsdata.pdf to determine how the superseded data were derived.
 HN0215
 HN0215_MARKER: DB = BENCH MARK DISK
 HN0215_SETTING: 66 = SET IN ROCK OUTCROP
 HN0215_STAMPING: E 150 1962
 HN0215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0215+STABILITY: POSITION/ELEVATION WELL
 HN0215
 HN0215  HISTORY     - Date     Condition        Report By
 HN0215  HISTORY     - 1962     MONUMENTED       CGS
 HN0215
 HN0215                          STATION DESCRIPTION
 HN0215
 HN0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0215'77.9 MI SW FROM FRY CANYON.
 HN0215'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0215'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0215'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0215'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0215'TRAIL ROAD.  THENCE 19.65 MILES SOUTHWEST ALONG A TRAIL ROAD.  THENCE
 HN0215'3.65 MILES WEST-SOUTHWEST ACROSS COUNTRY TOWARD HOLE-IN-THE-ROCK. 220
 HN0215'FEET NORTHWEST OF AND ACROSS A ROCK WASH FROM A SANDSTONE HILL WHICH
 HN0215'IS ABOUT 50 FEET HIGH, SET IN THE TOP AND NEAR THE CENTER OF A ROCK
 HN0215'SHELF WHICH IS ON THE NORTHWEST SIDE OF THE WAST, 77.0 FEET SOUTHEAST
 HN0215'OF A METAL WITNESS POST WHICH IS ON THE CREST OF A SMALL HILL, AND 15
 HN0215'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE HILL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0417 ***********************************************************************
 HN0417  DESIGNATION -  E 151
 HN0417  PID         -  HN0417
 HN0417  STATE/COUNTY-  UT/KANE
 HN0417  COUNTRY     -  US
 HN0417  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0417
 HN0417                         *CURRENT SURVEY CONTROL
 HN0417  ______________________________________________________________________
 HN0417* NAD 83(1986) POSITION- 37 07 23.2    (N) 111 25 03.3    (W)   HD_HELD2
 HN0417* NAVD 88 ORTHO HEIGHT -  1319.640 (meters)     4329.52  (feet) ADJUSTED
 HN0417  ______________________________________________________________________
 HN0417  GEOID HEIGHT    -        -23.220 (meters)                     GEOID18
 HN0417  DYNAMIC HEIGHT  -       1318.103 (meters)     4324.48  (feet) COMP
 HN0417  MODELED GRAVITY -    979,422.1   (mgal)                       NAVD 88
 HN0417
 HN0417  VERT ORDER      -  FIRST     CLASS II
 HN0417
 HN0417.The horizontal coordinates were established by autonomous hand held GPS
 HN0417.observations and have an estimated accuracy of +/- 10 meters.
 HN0417
 HN0417.The orthometric height was determined by differential leveling and
 HN0417.adjusted by the NATIONAL GEODETIC SURVEY
 HN0417.in June 1991.
 HN0417
 HN0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0417.GEOID18 height accuracy estimate available here.
 HN0417
 HN0417.Click photographs - Photos may exist for this station.
 HN0417
 HN0417.The dynamic height is computed by dividing the NAVD 88
 HN0417.geopotential number by the normal gravity value computed on the
 HN0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0417.degrees latitude (g = 980.6199 gals.).
 HN0417
 HN0417.The modeled gravity was interpolated from observed gravity values.
 HN0417
 HN0417;                    North         East    Units  Estimated Accuracy
 HN0417;SPC UT S     - 3,050,661.      507,324.      MT  (+/- 10 meters HH2 GPS)
 HN0417
 HN0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG6290408611(NAD 83)
 HN0417
 HN0417                          SUPERSEDED SURVEY CONTROL
 HN0417
 HN0417  NGVD 29 (??/??/92) 1318.680  (m)         4326.37   (f) ADJ UNCH    1 2
 HN0417
 HN0417.Superseded values are not recommended for survey control.
 HN0417
 HN0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0417.See file dsdata.pdf to determine how the superseded data were derived.
 HN0417
 HN0417_MARKER: DB = BENCH MARK DISK
 HN0417_SETTING: 80 = SET IN A BOULDER
 HN0417_STAMPING: E 151 1962
 HN0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0417+STABILITY: SURFACE MOTION
 HN0417
 HN0417  HISTORY     - Date     Condition        Report By
 HN0417  HISTORY     - 1962     MONUMENTED       CGS
 HN0417  HISTORY     - 1979     GOOD             USGS
 HN0417  HISTORY     - 1979     GOOD             USGS
 HN0417
 HN0417                          STATION DESCRIPTION
 HN0417
 HN0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0417'19.05 MI E FROM GLEN CANYON CITY.
 HN0417'ABOUT 17.75 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0417'SERVICE STATION AT GLEN CANYON CITY.  THENCE 1.3 MILES EAST ALONG A
 HN0417'DIM BULLDOZED TRAIL ROAD, 0.15 MILE SOUTHEAST OF A SMALL CORRAL, 56
 HN0417'FEET NORTH-NORTHEAST OF THE CENTERLINE OF THE TRAIL ROAD, 9.0 FEET
 HN0417'SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HN0417'ROAD, AND SET IN THE TOP OF A BOULDER WHICH PROJECTS ABOUT 8 INCHES
 HN0417'ABOVE THE GROUND.
 HN0417
 HN0417                          STATION RECOVERY (1979)
 HN0417
 HN0417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HN0417'TO REACH FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E. ON
 HN0417'GRAIDED DIRT ROAD FOR 13.7 MILES TO ROAD FORK WITH SIGN ESCALANTE 88
 HN0417'MI. AND GRAND BENCH 27 MI., GO RIGHT E. ON DIRT ROAD FOR 3.2 MI. TO
 HN0417'ROAD FORK, GO RIGHT SE ON ROAD FOR 1.0 MILE TO BM SITE. 59 FT. N.
 HN0417'CTR. ROAD AND SET IN TOP OF A BOULDER WHICH PROJECTS ABOUT 8 INCHES
 HN0417'ABOVE GROUND.
 HN0417
 HN0417                          STATION RECOVERY (1979)
 HN0417
 HN0417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HN0417'TO REACH FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E. ON
 HN0417'GRAIDED DIRT ROAD FOR 13.7 MILES TO ROAD FORK WITH SIGN ESCALANTE 88
 HN0417'MI. AND GRAND BENCH 27 MI., GO RIGHT E. ON DIRT ROAD FOR 3.2 MI. TO
 HN0417'ROAD FORK, GO RIGHT SE ON ROAD FOR 1.0 MILE TO BM SITE. 59 FT. N.
 HN0417'CTR. ROAD AND SET IN TOP OF A BOULDER WHICH PROJECTS ABOUT 8 INCHES
 HN0417'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0277 ***********************************************************************
 HN0277  DESIGNATION -  E 152
 HN0277  PID         -  HN0277
 HN0277  STATE/COUNTY-  UT/KANE
 HN0277  COUNTRY     -  US
 HN0277  USGS QUAD   -  NASJA MESA (2017)
 HN0277
 HN0277                         *CURRENT SURVEY CONTROL
 HN0277  ______________________________________________________________________
 HN0277* NAD 83(1986) POSITION- 37 10 43.     (N) 110 57 02.     (W)   SCALED
 HN0277* NAVD 88 ORTHO HEIGHT -  1316.103 (meters)     4317.91  (feet) ADJUSTED
 HN0277  ______________________________________________________________________
 HN0277  GEOID HEIGHT    -        -22.803 (meters)                     GEOID18
 HN0277  DYNAMIC HEIGHT  -       1314.496 (meters)     4312.64  (feet) COMP
 HN0277  MODELED GRAVITY -    979,366.8   (mgal)                       NAVD 88
 HN0277
 HN0277  VERT ORDER      -  FIRST     CLASS II
 HN0277
 HN0277.The horizontal coordinates were scaled from a map and have
 HN0277.an estimated accuracy of +/- 6 seconds.
 HN0277
 HN0277.The orthometric height was determined by differential leveling and
 HN0277.adjusted by the NATIONAL GEODETIC SURVEY
 HN0277.in June 1991.
 HN0277
 HN0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0277.GEOID18 height accuracy estimate available here.
 HN0277
 HN0277.Click photographs - Photos may exist for this station.
 HN0277
 HN0277.The dynamic height is computed by dividing the NAVD 88
 HN0277.geopotential number by the normal gravity value computed on the
 HN0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0277.degrees latitude (g = 980.6199 gals.).
 HN0277
 HN0277.The modeled gravity was interpolated from observed gravity values.
 HN0277
 HN0277;                    North         East    Units  Estimated Accuracy
 HN0277;SPC UT S     - 3,056,960.      548,790.      MT  (+/- 180 meters Scaled)
 HN0277
 HN0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG043146(NAD 83)
 HN0277
 HN0277                          SUPERSEDED SURVEY CONTROL
 HN0277
 HN0277  NGVD 29 (??/??/92) 1315.013  (m)         4314.34   (f) ADJ UNCH    1 2
 HN0277
 HN0277.Superseded values are not recommended for survey control.
 HN0277
 HN0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0277.See file dsdata.pdf to determine how the superseded data were derived.
 HN0277
 HN0277_MARKER: DB = BENCH MARK DISK
 HN0277_SETTING: 66 = SET IN ROCK OUTCROP
 HN0277_STAMPING: E 152 1962
 HN0277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0277+STABILITY: POSITION/ELEVATION WELL
 HN0277
 HN0277  HISTORY     - Date     Condition        Report By
 HN0277  HISTORY     - 1962     MONUMENTED       CGS
 HN0277
 HN0277                          STATION DESCRIPTION
 HN0277
 HN0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0277'11.6 MI SW FROM HOLE-IN-THE-ROCK.
 HN0277'11.6 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK. ABOUT
 HN0277'0.3 MILE SOUTH OF A POINT IN THE CLIFFS WHICH ARE ON THE WEST SIDE OF
 HN0277'THE RIVER, SET IN ROCK, ABOUT 18 INCHES ABOVE THE GROUND, 67 FEET
 HN0277'NORTHWEST OF A BOULDER WHICH IS ABOUT 18 FEET HIGH AND IS MARKED WITH
 HN0277'THE LETTERS BM IN WHITE PAINT ON THE NORTH SIDE, 11.5 FEET SOUTHEAST
 HN0277'OF A METAL WITNESS POST, 51 FEET NORTH-NORTHEAST OF A CAIRN WHICH
 HN0277'LOCATED ON A ROCK, 4 FEET EAST AND 3 1/2 FEET LOWER THAN THE ROCK
 HN0277'BEARING THE CAIRN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0466 ***********************************************************************
 HN0466  DESIGNATION -  E 153
 HN0466  PID         -  HN0466
 HN0466  STATE/COUNTY-  UT/KANE
 HN0466  COUNTRY     -  US
 HN0466  USGS QUAD   -  NAVAJO POINT (2017)
 HN0466
 HN0466                         *CURRENT SURVEY CONTROL
 HN0466  ______________________________________________________________________
 HN0466* NAD 83(1986) POSITION- 37 11 47.     (N) 111 01 04.     (W)   SCALED
 HN0466* NAVD 88 ORTHO HEIGHT -  1941.527 (meters)     6369.83  (feet) ADJUSTED
 HN0466  ______________________________________________________________________
 HN0466  GEOID HEIGHT    -        -22.721 (meters)                     GEOID18
 HN0466  DYNAMIC HEIGHT  -       1939.060 (meters)     6361.73  (feet) COMP
 HN0466  MODELED GRAVITY -    979,291.5   (mgal)                       NAVD 88
 HN0466
 HN0466  VERT ORDER      -  FIRST     CLASS II
 HN0466
 HN0466.The horizontal coordinates were scaled from a map and have
 HN0466.an estimated accuracy of +/- 6 seconds.
 HN0466
 HN0466.The orthometric height was determined by differential leveling and
 HN0466.adjusted by the NATIONAL GEODETIC SURVEY
 HN0466.in June 1991.
 HN0466
 HN0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0466.GEOID18 height accuracy estimate available here.
 HN0466
 HN0466.Click photographs - Photos may exist for this station.
 HN0466
 HN0466.The dynamic height is computed by dividing the NAVD 88
 HN0466.geopotential number by the normal gravity value computed on the
 HN0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0466.degrees latitude (g = 980.6199 gals.).
 HN0466
 HN0466.The modeled gravity was interpolated from observed gravity values.
 HN0466
 HN0466;                    North         East    Units  Estimated Accuracy
 HN0466;SPC UT S     - 3,058,900.      542,810.      MT  (+/- 180 meters Scaled)
 HN0466
 HN0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG984166(NAD 83)
 HN0466
 HN0466                          SUPERSEDED SURVEY CONTROL
 HN0466
 HN0466  NGVD 29 (??/??/92) 1940.429  (m)         6366.22   (f) ADJ UNCH    1 2
 HN0466
 HN0466.Superseded values are not recommended for survey control.
 HN0466
 HN0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0466.See file dsdata.pdf to determine how the superseded data were derived.
 HN0466
 HN0466_MARKER: DB = BENCH MARK DISK
 HN0466_SETTING: 80 = SET IN A BOULDER
 HN0466_STAMPING: E 153 1962
 HN0466_MARK LOGO: CGS
 HN0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0466+STABILITY: SURFACE MOTION
 HN0466
 HN0466  HISTORY     - Date     Condition        Report By
 HN0466  HISTORY     - 1962     MONUMENTED       CGS
 HN0466
 HN0466                          STATION DESCRIPTION
 HN0466
 HN0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0466'13.7 MI SW FROM HOLE IN THE ROCK.
 HN0466'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0466'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0466'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0466'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0466'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0466'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0466'PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0466'HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0466'CLIFFS.  THENCE 1.95 MILES SOUTH-SOUTHEAST ALONG A COW PATH, 4 FEET
 HN0466'WEST OF THE COW PATH, 2.5 FEET SOUTHEAST OF A METAL WITNESS POST, AND
 HN0466'SET IN THE NORTHEAST POINT OF A BOULDER WHICH PROJECTS ABOUT 12-INCHES
 HN0466'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0307 ***********************************************************************
 HN0307  DESIGNATION -  E 154
 HN0307  PID         -  HN0307
 HN0307  STATE/COUNTY-  UT/KANE
 HN0307  COUNTRY     -  US
 HN0307  USGS QUAD   -  THE RINCON NE (2017)
 HN0307
 HN0307                         *CURRENT SURVEY CONTROL
 HN0307  ______________________________________________________________________
 HN0307* NAD 83(1986) POSITION- 37 26 47.     (N) 110 45 08.     (W)   SCALED
 HN0307* NAVD 88 ORTHO HEIGHT -  1191.637 (meters)     3909.56  (feet) ADJUSTED
 HN0307  ______________________________________________________________________
 HN0307  GEOID HEIGHT    -        -22.491 (meters)                     GEOID18
 HN0307  DYNAMIC HEIGHT  -       1190.297 (meters)     3905.17  (feet) COMP
 HN0307  MODELED GRAVITY -    979,466.3   (mgal)                       NAVD 88
 HN0307
 HN0307  VERT ORDER      -  FIRST     CLASS II
 HN0307
 HN0307.The horizontal coordinates were scaled from a map and have
 HN0307.an estimated accuracy of +/- 6 seconds.
 HN0307
 HN0307.The orthometric height was determined by differential leveling and
 HN0307.adjusted by the NATIONAL GEODETIC SURVEY
 HN0307.in June 1991.
 HN0307
 HN0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0307.GEOID18 height accuracy estimate available here.
 HN0307
 HN0307.Click photographs - Photos may exist for this station.
 HN0307
 HN0307.The dynamic height is computed by dividing the NAVD 88
 HN0307.geopotential number by the normal gravity value computed on the
 HN0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0307.degrees latitude (g = 980.6199 gals.).
 HN0307
 HN0307.The modeled gravity was interpolated from observed gravity values.
 HN0307
 HN0307;                    North         East    Units  Estimated Accuracy
 HN0307;SPC UT S     - 3,086,800.      566,170.      MT  (+/- 180 meters Scaled)
 HN0307
 HN0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG219444(NAD 83)
 HN0307
 HN0307                          SUPERSEDED SURVEY CONTROL
 HN0307
 HN0307  NGVD 29 (??/??/92) 1190.602  (m)         3906.17   (f) ADJ UNCH    1 2
 HN0307
 HN0307.Superseded values are not recommended for survey control.
 HN0307
 HN0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0307.See file dsdata.pdf to determine how the superseded data were derived.
 HN0307
 HN0307_MARKER: DB = BENCH MARK DISK
 HN0307_SETTING: 66 = SET IN ROCK OUTCROP
 HN0307_STAMPING: E 154 1962
 HN0307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0307+STABILITY: POSITION/ELEVATION WELL
 HN0307
 HN0307  HISTORY     - Date     Condition        Report By
 HN0307  HISTORY     - 1962     MONUMENTED       CGS
 HN0307
 HN0307                          STATION DESCRIPTION
 HN0307
 HN0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0307'17.5 MI S FROM HALL DIVIDE.
 HN0307'7.6 MILES SOUTH-SOUTHEAST ALONG HALL CREEK FROM THE TOP OF HALL
 HN0307'DIVIDE.  THENCE 9.9 MILES SOUTH-SOUTHEAST ACROSS COUNTRY TOWARDS THE
 HN0307'COLORADO RIVER, ON THE TOP OF A NARROW RIDGE BETWEEN TWO CANYONS, AND
 HN0307'SET IN THE TOP OF BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0423 ***********************************************************************
 MS0423  DESIGNATION -  E 155
 MS0423  PID         -  MS0423
 MS0423  STATE/COUNTY-  UT/BOX ELDER
 MS0423  COUNTRY     -  US
 MS0423  USGS QUAD   -  BOVINE SE (2017)
 MS0423
 MS0423                         *CURRENT SURVEY CONTROL
 MS0423  ______________________________________________________________________
 MS0423* NAD 83(1986) POSITION- 41 18 27.     (N) 113 33 33.     (W)   SCALED
 MS0423* NAVD 88 ORTHO HEIGHT -  1286.328 (meters)     4220.23  (feet) ADJUSTED
 MS0423  ______________________________________________________________________
 MS0423  GEOID HEIGHT    -        -16.950 (meters)                     GEOID18
 MS0423  DYNAMIC HEIGHT  -       1285.428 (meters)     4217.27  (feet) COMP
 MS0423  MODELED GRAVITY -    979,878.8   (mgal)                       NAVD 88
 MS0423
 MS0423  VERT ORDER      -  SECOND    CLASS 0
 MS0423
 MS0423.The horizontal coordinates were scaled from a map and have
 MS0423.an estimated accuracy of +/- 6 seconds.
 MS0423
 MS0423.The orthometric height was determined by differential leveling and
 MS0423.adjusted by the NATIONAL GEODETIC SURVEY
 MS0423.in June 1991.
 MS0423
 MS0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0423.GEOID18 height accuracy estimate available here.
 MS0423
 MS0423.Click photographs - Photos may exist for this station.
 MS0423
 MS0423.The dynamic height is computed by dividing the NAVD 88
 MS0423.geopotential number by the normal gravity value computed on the
 MS0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0423.degrees latitude (g = 980.6199 gals.).
 MS0423
 MS0423.The modeled gravity was interpolated from observed gravity values.
 MS0423
 MS0423;                    North         East    Units  Estimated Accuracy
 MS0423;SPC UT N     - 1,110,220.      327,580.      MT  (+/- 180 meters Scaled)
 MS0423
 MS0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL857760(NAD 83)
 MS0423
 MS0423                          SUPERSEDED SURVEY CONTROL
 MS0423
 MS0423  NGVD 29 (??/??/92) 1285.34   (m)         4217.0    (f) COMPUTED    2 0
 MS0423
 MS0423.Superseded values are not recommended for survey control.
 MS0423
 MS0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0423.See file dsdata.pdf to determine how the superseded data were derived.
 MS0423
 MS0423_MARKER: DB = BENCH MARK DISK
 MS0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0423_STAMPING: E 155 1966
 MS0423_MARK LOGO: CGS
 MS0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0423+STABILITY: SURFACE MOTION
 MS0423
 MS0423  HISTORY     - Date     Condition        Report By
 MS0423  HISTORY     - 1966     MONUMENTED       CGS
 MS0423
 MS0423                          STATION DESCRIPTION
 MS0423
 MS0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0423'18.6 MI E FROM LUCIN.
 MS0423'18.6 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE CROSSING
 MS0423'OF STATE HIGHWAY 70 AT LUCIN, 2.0 FEET WEST OF MILE POST 698, 58.8
 MS0423'FEET NORTH OF THE NORTH RAIL, 2.0 FEET EAST OF A WITNESS POST, ABOUT 7
 MS0423'FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING
 MS0423'0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0159 ***********************************************************************
 LO0159  DESIGNATION -  E 159
 LO0159  PID         -  LO0159
 LO0159  STATE/COUNTY-  UT/SUMMIT
 LO0159  COUNTRY     -  US
 LO0159  USGS QUAD   -  IRON MINE MOUNTAIN (2017)
 LO0159
 LO0159                         *CURRENT SURVEY CONTROL
 LO0159  ______________________________________________________________________
 LO0159* NAD 83(1986) POSITION- 40 37 07.     (N) 110 57 49.     (W)   SCALED
 LO0159* NAVD 88 ORTHO HEIGHT -  2650.568 (meters)     8696.07  (feet) ADJUSTED
 LO0159  ______________________________________________________________________
 LO0159  GEOID HEIGHT    -        -13.334 (meters)                     GEOID18
 LO0159  DYNAMIC HEIGHT  -       2647.794 (meters)     8686.97  (feet) COMP
 LO0159  MODELED GRAVITY -    979,481.1   (mgal)                       NAVD 88
 LO0159
 LO0159  VERT ORDER      -  SECOND    CLASS 0
 LO0159
 LO0159.The horizontal coordinates were scaled from a map and have
 LO0159.an estimated accuracy of +/- 6 seconds.
 LO0159
 LO0159.The orthometric height was determined by differential leveling and
 LO0159.adjusted by the NATIONAL GEODETIC SURVEY
 LO0159.in June 1991.
 LO0159
 LO0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0159.GEOID18 height accuracy estimate available here.
 LO0159
 LO0159.Click photographs - Photos may exist for this station.
 LO0159
 LO0159.The dynamic height is computed by dividing the NAVD 88
 LO0159.geopotential number by the normal gravity value computed on the
 LO0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0159.degrees latitude (g = 980.6199 gals.).
 LO0159
 LO0159.The modeled gravity was interpolated from observed gravity values.
 LO0159
 LO0159;                    North         East    Units  Estimated Accuracy
 LO0159;SPC UT N     - 1,031,820.      545,390.      MT  (+/- 180 meters Scaled)
 LO0159
 LO0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK030964(NAD 83)
 LO0159
 LO0159                          SUPERSEDED SURVEY CONTROL
 LO0159
 LO0159  NGVD 29 (??/??/92) 2649.083  (m)         8691.20   (f) ADJ UNCH    2 0
 LO0159
 LO0159.Superseded values are not recommended for survey control.
 LO0159
 LO0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0159.See file dsdata.pdf to determine how the superseded data were derived.
 LO0159
 LO0159_MARKER: DB = BENCH MARK DISK
 LO0159_SETTING: 80 = SET IN A BOULDER
 LO0159_STAMPING: E 159 1962
 LO0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0159+STABILITY: SURFACE MOTION
 LO0159
 LO0159  HISTORY     - Date     Condition        Report By
 LO0159  HISTORY     - 1962     MONUMENTED       CGS
 LO0159
 LO0159                          STATION DESCRIPTION
 LO0159
 LO0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0159'21.5 MI E FROM KAMAS.
 LO0159'21.5 MILES EAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0159'HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP OF A 4- BY 9-FOOT BOULDER
 LO0159'WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND, 32 FEET EAST OF THE
 LO0159'CENTER LINE OF THE HIGHWAY, 2.5 FEET SOUTHEAST OF A WITNESS POST, AND
 LO0159'ABOUT 3 1/2 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0173 ***********************************************************************
 LO0173  DESIGNATION -  E 160
 LO0173  PID         -  LO0173
 LO0173  STATE/COUNTY-  UT/DUCHESNE
 LO0173  COUNTRY     -  US
 LO0173  USGS QUAD   -  MIRROR LAKE (2017)
 LO0173
 LO0173                         *CURRENT SURVEY CONTROL
 LO0173  ______________________________________________________________________
 LO0173* NAD 83(1986) POSITION- 40 41 17.     (N) 110 53 58.     (W)   SCALED
 LO0173* NAVD 88 ORTHO HEIGHT -  3238.607 (meters)    10625.33  (feet) ADJUSTED
 LO0173  ______________________________________________________________________
 LO0173  GEOID HEIGHT    -        -12.839 (meters)                     GEOID18
 LO0173  DYNAMIC HEIGHT  -       3235.096 (meters)    10613.81  (feet) COMP
 LO0173  MODELED GRAVITY -    979,419.4   (mgal)                       NAVD 88
 LO0173
 LO0173  VERT ORDER      -  SECOND    CLASS 0
 LO0173
 LO0173.The horizontal coordinates were scaled from a map and have
 LO0173.an estimated accuracy of +/- 6 seconds.
 LO0173
 LO0173.The orthometric height was determined by differential leveling and
 LO0173.adjusted by the NATIONAL GEODETIC SURVEY
 LO0173.in June 1991.
 LO0173
 LO0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0173.GEOID18 height accuracy estimate available here.
 LO0173
 LO0173.Click photographs - Photos may exist for this station.
 LO0173
 LO0173.The dynamic height is computed by dividing the NAVD 88
 LO0173.geopotential number by the normal gravity value computed on the
 LO0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0173.degrees latitude (g = 980.6199 gals.).
 LO0173
 LO0173.The modeled gravity was interpolated from observed gravity values.
 LO0173
 LO0173;                    North         East    Units  Estimated Accuracy
 LO0173;SPC UT C     - 2,261,600.      550,770.      MT  (+/- 180 meters Scaled)
 LO0173
 LO0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL084041(NAD 83)
 LO0173
 LO0173                          SUPERSEDED SURVEY CONTROL
 LO0173
 LO0173  NGVD 29 (??/??/92) 3237.061  (m)        10620.26   (f) ADJ UNCH    2 0
 LO0173
 LO0173.Superseded values are not recommended for survey control.
 LO0173
 LO0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0173.See file dsdata.pdf to determine how the superseded data were derived.
 LO0173
 LO0173_MARKER: DD = SURVEY DISK
 LO0173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0173_SP_SET: CULVERT
 LO0173_STAMPING: E 160
 LO0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0173
 LO0173  HISTORY     - Date     Condition        Report By
 LO0173  HISTORY     - UNK      MONUMENTED       BPR
 LO0173  HISTORY     - 1962     GOOD             CGS
 LO0173
 LO0173                          STATION DESCRIPTION
 LO0173
 LO0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0173'30.5 MI NE FROM KAMAS.
 LO0173'30.5 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0173'HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP OF THE CENTER OF THE
 LO0173'NORTHWEST CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT, 16 FEET
 LO0173'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER
 LO0173'THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0328 ***********************************************************************
 LO0328  DESIGNATION -  E 161
 LO0328  PID         -  LO0328
 LO0328  STATE/COUNTY-  UT/SUMMIT
 LO0328  COUNTRY     -  US
 LO0328  USGS QUAD   -  COALVILLE (2017)
 LO0328
 LO0328                         *CURRENT SURVEY CONTROL
 LO0328  ______________________________________________________________________
 LO0328* NAD 83(1986) POSITION- 40 55 11.9    (N) 111 23 47.1    (W)   HD_HELD2
 LO0328* NAVD 88 ORTHO HEIGHT -  1703.700 (meters)     5589.56  (feet) ADJUSTED
 LO0328  ______________________________________________________________________
 LO0328  GEOID HEIGHT    -        -15.841 (meters)                     GEOID18
 LO0328  DYNAMIC HEIGHT  -       1702.190 (meters)     5584.60  (feet) COMP
 LO0328  MODELED GRAVITY -    979,678.7   (mgal)                       NAVD 88
 LO0328
 LO0328  VERT ORDER      -  SECOND    CLASS 0
 LO0328
 LO0328.The horizontal coordinates were established by autonomous hand held GPS
 LO0328.observations and have an estimated accuracy of +/- 10 meters.
 LO0328
 LO0328.The orthometric height was determined by differential leveling and
 LO0328.adjusted by the NATIONAL GEODETIC SURVEY
 LO0328.in June 1991.
 LO0328
 LO0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0328.GEOID18 height accuracy estimate available here.
 LO0328
 LO0328.Click photographs - Photos may exist for this station.
 LO0328
 LO0328.The dynamic height is computed by dividing the NAVD 88
 LO0328.geopotential number by the normal gravity value computed on the
 LO0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0328.degrees latitude (g = 980.6199 gals.).
 LO0328
 LO0328.The modeled gravity was interpolated from observed gravity values.
 LO0328
 LO0328;                    North         East    Units  Estimated Accuracy
 LO0328;SPC UT N     - 1,065,151.      508,725.      MT  (+/- 10 meters HH2 GPS)
 LO0328
 LO0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL6662029948(NAD 83)
 LO0328
 LO0328                          SUPERSEDED SURVEY CONTROL
 LO0328
 LO0328  NGVD 29 (??/??/92) 1702.439  (m)         5585.42   (f) ADJ UNCH    2 0
 LO0328
 LO0328.Superseded values are not recommended for survey control.
 LO0328
 LO0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0328.See file dsdata.pdf to determine how the superseded data were derived.
 LO0328
 LO0328_MARKER: DB = BENCH MARK DISK
 LO0328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0328_SP_SET: ABUTMENT
 LO0328_STAMPING: E 161 1962
 LO0328_MARK LOGO: CGS
 LO0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0328
 LO0328  HISTORY     - Date     Condition        Report By
 LO0328  HISTORY     - 1962     MONUMENTED       CGS
 LO0328  HISTORY     - 20120424 GOOD             GEOCAC
 LO0328
 LO0328                          STATION DESCRIPTION
 LO0328
 LO0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0328'IN COALVILLE.
 LO0328'AT COALVILLE, 0.2 MILE EAST ALONG STATE HIGHWAY 133 FROM THE COUNTY
 LO0328'COURT HOUSE, ABOUT 93 YARDS EAST OF THE CENTER OF THE JUNCTION OF 100
 LO0328'E AND 100 N STREETS, IN THE TOP OF THE SOUTH-SOUTHEAST END OF THE
 LO0328'WEST-SOUTHWEST CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER CHALK
 LO0328'CREEK, 21 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 LO0328'LEVEL WITH THE HIGHWAY.
 LO0328
 LO0328                          STATION RECOVERY (2012)
 LO0328
 LO0328'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 LO0328'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0339 ***********************************************************************
 MR0339  DESIGNATION -  E 162
 MR0339  PID         -  MR0339
 MR0339  STATE/COUNTY-  UT/SUMMIT
 MR0339  COUNTRY     -  US
 MR0339  USGS QUAD   -  PORCUPINE RIDGE (2017)
 MR0339
 MR0339                         *CURRENT SURVEY CONTROL
 MR0339  ______________________________________________________________________
 MR0339* NAD 83(1986) POSITION- 41 00 02.     (N) 111 03 39.     (W)   SCALED
 MR0339* NAVD 88 ORTHO HEIGHT -  2130.694 (meters)     6990.45  (feet) ADJUSTED
 MR0339  ______________________________________________________________________
 MR0339  GEOID HEIGHT    -        -14.812 (meters)                     GEOID18
 MR0339  DYNAMIC HEIGHT  -       2128.660 (meters)     6983.78  (feet) COMP
 MR0339  MODELED GRAVITY -    979,593.4   (mgal)                       NAVD 88
 MR0339
 MR0339  VERT ORDER      -  SECOND    CLASS 0
 MR0339
 MR0339.The horizontal coordinates were scaled from a map and have
 MR0339.an estimated accuracy of +/- 6 seconds.
 MR0339
 MR0339.The orthometric height was determined by differential leveling and
 MR0339.adjusted by the NATIONAL GEODETIC SURVEY
 MR0339.in June 1991.
 MR0339
 MR0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0339.GEOID18 height accuracy estimate available here.
 MR0339
 MR0339.Click photographs - Photos may exist for this station.
 MR0339
 MR0339.The dynamic height is computed by dividing the NAVD 88
 MR0339.geopotential number by the normal gravity value computed on the
 MR0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0339.degrees latitude (g = 980.6199 gals.).
 MR0339
 MR0339.The modeled gravity was interpolated from observed gravity values.
 MR0339
 MR0339;                    North         East    Units  Estimated Accuracy
 MR0339;SPC UT N     - 1,074,190.      536,950.      MT  (+/- 180 meters Scaled)
 MR0339
 MR0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL948388(NAD 83)
 MR0339
 MR0339                          SUPERSEDED SURVEY CONTROL
 MR0339
 MR0339  NGVD 29 (??/??/92) 2129.294  (m)         6985.86   (f) ADJ UNCH    2 0
 MR0339
 MR0339.Superseded values are not recommended for survey control.
 MR0339
 MR0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0339.See file dsdata.pdf to determine how the superseded data were derived.
 MR0339
 MR0339_MARKER: DB = BENCH MARK DISK
 MR0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0339_STAMPING: E 162 1962
 MR0339_MARK LOGO: CGS
 MR0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0339+STABILITY: SURFACE MOTION
 MR0339
 MR0339  HISTORY     - Date     Condition        Report By
 MR0339  HISTORY     - 1962     MONUMENTED       CGS
 MR0339
 MR0339                          STATION DESCRIPTION
 MR0339
 MR0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MR0339'23.1 MI NE FROM COALVILLE.
 MR0339'23.1 MILES NORTHEAST ALONG STATE HIGHWAY 133 FROM THE COURT HOUSE AT
 MR0339'COALVILLE, 49 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET
 MR0339'EAST OF TELEPHONE POLE 1825, 3.0 FEET WEST OF A WITNESS POST, ABOUT 8
 MR0339'FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MR0339'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0584 ***********************************************************************
 HN0584  DESIGNATION -  E 163
 HN0584  PID         -  HN0584
 HN0584  STATE/COUNTY-  UT/GARFIELD
 HN0584  COUNTRY     -  US
 HN0584  USGS QUAD   -  POSY LAKE (2017)
 HN0584
 HN0584                         *CURRENT SURVEY CONTROL
 HN0584  ______________________________________________________________________
 HN0584* NAD 83(1986) POSITION- 37 54 16.     (N) 111 40 10.     (W)   SCALED
 HN0584* NAVD 88 ORTHO HEIGHT -  2210.115 (meters)     7251.02  (feet) ADJUSTED
 HN0584  ______________________________________________________________________
 HN0584  GEOID HEIGHT    -        -18.958 (meters)                     GEOID18
 HN0584  DYNAMIC HEIGHT  -       2207.412 (meters)     7242.15  (feet) COMP
 HN0584  MODELED GRAVITY -    979,327.3   (mgal)                       NAVD 88
 HN0584
 HN0584  VERT ORDER      -  SECOND    CLASS 0
 HN0584
 HN0584.The horizontal coordinates were scaled from a map and have
 HN0584.an estimated accuracy of +/- 6 seconds.
 HN0584
 HN0584.The orthometric height was determined by differential leveling and
 HN0584.adjusted by the NATIONAL GEODETIC SURVEY
 HN0584.in June 1991.
 HN0584
 HN0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0584.GEOID18 height accuracy estimate available here.
 HN0584
 HN0584.Click photographs - Photos may exist for this station.
 HN0584
 HN0584.The dynamic height is computed by dividing the NAVD 88
 HN0584.geopotential number by the normal gravity value computed on the
 HN0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0584.degrees latitude (g = 980.6199 gals.).
 HN0584
 HN0584.The modeled gravity was interpolated from observed gravity values.
 HN0584
 HN0584;                    North         East    Units  Estimated Accuracy
 HN0584;SPC UT S     - 3,137,390.      485,100.      MT  (+/- 180 meters Scaled)
 HN0584
 HN0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG411954(NAD 83)
 HN0584
 HN0584                          SUPERSEDED SURVEY CONTROL
 HN0584
 HN0584  NGVD 29 (??/??/92) 2208.795  (m)         7246.69   (f) ADJ UNCH    2 0
 HN0584
 HN0584.Superseded values are not recommended for survey control.
 HN0584
 HN0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0584.See file dsdata.pdf to determine how the superseded data were derived.
 HN0584
 HN0584_MARKER: DB = BENCH MARK DISK
 HN0584_SETTING: 80 = SET IN A BOULDER
 HN0584_STAMPING: E 163 1962
 HN0584_MARK LOGO: CGS
 HN0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0584+STABILITY: SURFACE MOTION
 HN0584
 HN0584  HISTORY     - Date     Condition        Report By
 HN0584  HISTORY     - 1962     MONUMENTED       CGS
 HN0584  HISTORY     - 1963     GOOD             CGS
 HN0584
 HN0584                          STATION DESCRIPTION
 HN0584
 HN0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0584'11.75 MI N FROM ESCALANTE.
 HN0584'11.75 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 HN0584'ESCALANTE, 0.05 MILE NORTHEAST OF THE JUNCTION OF HOG RANCH TRAIL, IN
 HN0584'THE TOP OF A 9- BY 9-FOOT BLACK BOULDER WHICH PROJECTS ABOUT 3 FEET
 HN0584'ABOVE THE GROUND, 40 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 HN0584'6.3 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0649 ***********************************************************************
 HN0649  DESIGNATION -  E 164
 HN0649  PID         -  HN0649
 HN0649  STATE/COUNTY-  UT/GARFIELD
 HN0649  COUNTRY     -  US
 HN0649  USGS QUAD   -  UPPER VALLEY (2017)
 HN0649
 HN0649                         *CURRENT SURVEY CONTROL
 HN0649  ______________________________________________________________________
 HN0649* NAD 83(1986) POSITION- 37 41 35.8    (N) 111 47 51.2    (W)   HD_HELD2
 HN0649* NAVD 88 ORTHO HEIGHT -  2138.114 (meters)     7014.80  (feet) ADJUSTED
 HN0649  ______________________________________________________________________
 HN0649  GEOID HEIGHT    -        -19.985 (meters)                     GEOID18
 HN0649  DYNAMIC HEIGHT  -       2135.477 (meters)     7006.14  (feet) COMP
 HN0649  MODELED GRAVITY -    979,319.8   (mgal)                       NAVD 88
 HN0649
 HN0649  VERT ORDER      -  SECOND    CLASS 0
 HN0649
 HN0649.The horizontal coordinates were established by autonomous hand held GPS
 HN0649.observations and have an estimated accuracy of +/- 10 meters.
 HN0649
 HN0649.The orthometric height was determined by differential leveling and
 HN0649.adjusted by the NATIONAL GEODETIC SURVEY
 HN0649.in June 1991.
 HN0649
 HN0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0649.GEOID18 height accuracy estimate available here.
 HN0649
 HN0649.Click photographs - Photos may exist for this station.
 HN0649
 HN0649.The dynamic height is computed by dividing the NAVD 88
 HN0649.geopotential number by the normal gravity value computed on the
 HN0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0649.degrees latitude (g = 980.6199 gals.).
 HN0649
 HN0649.The modeled gravity was interpolated from observed gravity values.
 HN0649
 HN0649;                    North         East    Units  Estimated Accuracy
 HN0649;SPC UT S     - 3,113,978.      473,758.      MT  (+/- 10 meters HH2 GPS)
 HN0649
 HN0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG2968572083(NAD 83)
 HN0649
 HN0649                          SUPERSEDED SURVEY CONTROL
 HN0649
 HN0649  NGVD 29 (??/??/92) 2136.769  (m)         7010.38   (f) ADJ UNCH    2 0
 HN0649
 HN0649.Superseded values are not recommended for survey control.
 HN0649
 HN0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0649.See file dsdata.pdf to determine how the superseded data were derived.
 HN0649
 HN0649_MARKER: DB = BENCH MARK DISK
 HN0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0649_STAMPING: E 164 1963
 HN0649_MARK LOGO: CGS
 HN0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0649+STABILITY: SURFACE MOTION
 HN0649
 HN0649  HISTORY     - Date     Condition        Report By
 HN0649  HISTORY     - 1963     MONUMENTED       CGS
 HN0649
 HN0649                          STATION DESCRIPTION
 HN0649
 HN0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0649'13.75 MI SW FROM ESCALANTE.
 HN0649'13.75 MILES SOUTHWEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD
 HN0649'CHURCH AT ESCALANTE, 0.2 MILE SOUTHWEST OF THE JUNCTION OF A DIRT ROAD
 HN0649'NORTHWEST TO UPPER VALLEY RANGER STATION AND A STOCK PEN, AT THE
 HN0649'CROSSING OF A POWER LINE, 42 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HN0649'HIGHWAY, 25 FEET NORTH OF A POWER POLE, 14 FEET SOUTHWEST OF A
 HN0649'TELEPHONE POLE, 2.2 FEET NORTHWEST OF A FENCE AND WITNESS POST, ABOUT
 HN0649'1 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 HN0649'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0061 ***********************************************************************
 HO0061  DESIGNATION -  E 165
 HO0061  PID         -  HO0061
 HO0061  STATE/COUNTY-  UT/GARFIELD
 HO0061  COUNTRY     -  US
 HO0061  USGS QUAD   -  CANNONVILLE (2017)
 HO0061
 HO0061                         *CURRENT SURVEY CONTROL
 HO0061  ______________________________________________________________________
 HO0061* NAD 83(1986) POSITION- 37 35 06.     (N) 112 03 27.     (W)   SCALED
 HO0061* NAVD 88 ORTHO HEIGHT -  1825.327 (meters)     5988.59  (feet) ADJUSTED
 HO0061  ______________________________________________________________________
 HO0061  GEOID HEIGHT    -        -20.459 (meters)                     GEOID18
 HO0061  DYNAMIC HEIGHT  -       1823.178 (meters)     5981.54  (feet) COMP
 HO0061  MODELED GRAVITY -    979,388.1   (mgal)                       NAVD 88
 HO0061
 HO0061  VERT ORDER      -  SECOND    CLASS 0
 HO0061
 HO0061.The horizontal coordinates were scaled from a map and have
 HO0061.an estimated accuracy of +/- 6 seconds.
 HO0061
 HO0061.The orthometric height was determined by differential leveling and
 HO0061.adjusted by the NATIONAL GEODETIC SURVEY
 HO0061.in June 1991.
 HO0061
 HO0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0061.GEOID18 height accuracy estimate available here.
 HO0061
 HO0061.Click photographs - Photos may exist for this station.
 HO0061
 HO0061.The dynamic height is computed by dividing the NAVD 88
 HO0061.geopotential number by the normal gravity value computed on the
 HO0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0061.degrees latitude (g = 980.6199 gals.).
 HO0061
 HO0061.The modeled gravity was interpolated from observed gravity values.
 HO0061
 HO0061;                    North         East    Units  Estimated Accuracy
 HO0061;SPC UT S     - 3,102,070.      450,760.      MT  (+/- 180 meters Scaled)
 HO0061
 HO0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG066602(NAD 83)
 HO0061
 HO0061                          SUPERSEDED SURVEY CONTROL
 HO0061
 HO0061  NGVD 29 (??/??/92) 1824.063  (m)         5984.45   (f) ADJ UNCH    2 0
 HO0061
 HO0061.Superseded values are not recommended for survey control.
 HO0061
 HO0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0061.See file dsdata.pdf to determine how the superseded data were derived.
 HO0061
 HO0061_MARKER: DB = BENCH MARK DISK
 HO0061_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0061_SP_SET: CULVERT HEADWALL
 HO0061_STAMPING: E 165 1963
 HO0061_MARK LOGO: CGS
 HO0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0061+STABILITY: SURFACE MOTION
 HO0061
 HO0061  HISTORY     - Date     Condition        Report By
 HO0061  HISTORY     - 1963     MONUMENTED       CGS
 HO0061
 HO0061                          STATION DESCRIPTION
 HO0061
 HO0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0061'3.4 MI S FROM TROPIC.
 HO0061'3.4 MILES SOUTH ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT TROPIC,
 HO0061'IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A 6-FOOT
 HO0061'PIPE CULVERT, 27 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND
 HO0061'ABOUT 3 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0613 ***********************************************************************
 HN0613  DESIGNATION -  E 166
 HN0613  PID         -  HN0613
 HN0613  STATE/COUNTY-  UT/GARFIELD
 HN0613  COUNTRY     -  US
 HN0613  USGS QUAD   -  GRIFFIN POINT (2017)
 HN0613
 HN0613                         *CURRENT SURVEY CONTROL
 HN0613  ______________________________________________________________________
 HN0613* NAD 83(1986) POSITION- 37 48 51.     (N) 111 49 43.     (W)   SCALED
 HN0613* NAVD 88 ORTHO HEIGHT -  2266.196 (meters)     7435.01  (feet) ADJUSTED
 HN0613  ______________________________________________________________________
 HN0613  GEOID HEIGHT    -        -19.307 (meters)                     GEOID18
 HN0613  DYNAMIC HEIGHT  -       2263.358 (meters)     7425.70  (feet) COMP
 HN0613  MODELED GRAVITY -    979,295.8   (mgal)                       NAVD 88
 HN0613
 HN0613  VERT ORDER      -  SECOND    CLASS 0
 HN0613
 HN0613.The horizontal coordinates were scaled from a map and have
 HN0613.an estimated accuracy of +/- 6 seconds.
 HN0613
 HN0613.The orthometric height was determined by differential leveling and
 HN0613.adjusted by the NATIONAL GEODETIC SURVEY
 HN0613.in June 1991.
 HN0613
 HN0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0613.GEOID18 height accuracy estimate available here.
 HN0613
 HN0613.Click photographs - Photos may exist for this station.
 HN0613
 HN0613.The dynamic height is computed by dividing the NAVD 88
 HN0613.geopotential number by the normal gravity value computed on the
 HN0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0613.degrees latitude (g = 980.6199 gals.).
 HN0613
 HN0613.The modeled gravity was interpolated from observed gravity values.
 HN0613
 HN0613;                    North         East    Units  Estimated Accuracy
 HN0613;SPC UT S     - 3,127,400.      471,070.      MT  (+/- 180 meters Scaled)
 HN0613
 HN0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG270855(NAD 83)
 HN0613
 HN0613                          SUPERSEDED SURVEY CONTROL
 HN0613
 HN0613  NGVD 29 (??/??/92) 2264.800  (m)         7430.43   (f) ADJ UNCH    2 0
 HN0613
 HN0613.Superseded values are not recommended for survey control.
 HN0613
 HN0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0613.See file dsdata.pdf to determine how the superseded data were derived.
 HN0613
 HN0613_MARKER: DB = BENCH MARK DISK
 HN0613_SETTING: 66 = SET IN ROCK OUTCROP
 HN0613_STAMPING: E 166 1963
 HN0613_MARK LOGO: CGS
 HN0613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0613+STABILITY: POSITION/ELEVATION WELL
 HN0613
 HN0613  HISTORY     - Date     Condition        Report By
 HN0613  HISTORY     - 1963     MONUMENTED       CGS
 HN0613
 HN0613                          STATION DESCRIPTION
 HN0613
 HN0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0613'14.4 MI NW FROM ESCALANTE.
 HN0613'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0613'AT ESCALANTE, THENCE 9.55 MILES NORTHWEST ALONG A DIRT ROAD, IN THE
 HN0613'TOP OF A LEDGE AT THE BASE OF A SMALL OUTCROP, 18 FEET NORTHEAST OF
 HN0613'THE CENTER LINE OF THE ROAD, ABOUT 400 YARDS NORTH AND ACROSS THE ROAD
 HN0613'FROM A GROUP OF RANCH BUILDINGS, 84 YARDS NORTHWEST OF THE CENTER OF
 HN0613'THE JUNCTION OF A DIRT ROAD WEST TO THE RANCH BUILDINGS, 2.2 FEET
 HN0613'SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND 1.0 FOOT
 HN0613'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0218 ***********************************************************************
 JN0218  DESIGNATION -  E 167
 JN0218  PID         -  JN0218
 JN0218  STATE/COUNTY-  UT/WAYNE
 JN0218  COUNTRY     -  US
 JN0218  USGS QUAD   -  SMOOTH KNOLL (2017)
 JN0218
 JN0218                         *CURRENT SURVEY CONTROL
 JN0218  ______________________________________________________________________
 JN0218* NAD 83(1986) POSITION- 38 10 49.     (N) 111 39 28.     (W)   SCALED
 JN0218* NAVD 88 ORTHO HEIGHT -  2734.340 (meters)     8970.91  (feet) ADJUSTED
 JN0218  ______________________________________________________________________
 JN0218  GEOID HEIGHT    -        -17.749 (meters)                     GEOID18
 JN0218  DYNAMIC HEIGHT  -       2730.830 (meters)     8959.40  (feet) COMP
 JN0218  MODELED GRAVITY -    979,245.2   (mgal)                       NAVD 88
 JN0218
 JN0218  VERT ORDER      -  SECOND    CLASS 0
 JN0218
 JN0218.The horizontal coordinates were scaled from a map and have
 JN0218.an estimated accuracy of +/- 6 seconds.
 JN0218
 JN0218.The orthometric height was determined by differential leveling and
 JN0218.adjusted by the NATIONAL GEODETIC SURVEY
 JN0218.in June 1991.
 JN0218
 JN0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0218.GEOID18 height accuracy estimate available here.
 JN0218
 JN0218.Click photographs - Photos may exist for this station.
 JN0218
 JN0218.The dynamic height is computed by dividing the NAVD 88
 JN0218.geopotential number by the normal gravity value computed on the
 JN0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0218.degrees latitude (g = 980.6199 gals.).
 JN0218
 JN0218.The modeled gravity was interpolated from observed gravity values.
 JN0218
 JN0218;                    North         East    Units  Estimated Accuracy
 JN0218;SPC UT S     - 3,168,000.      486,180.      MT  (+/- 180 meters Scaled)
 JN0218
 JN0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH423260(NAD 83)
 JN0218
 JN0218                          SUPERSEDED SURVEY CONTROL
 JN0218
 JN0218  NGVD 29 (??/??/92) 2732.868  (m)         8966.08   (f) ADJ UNCH    2 0
 JN0218
 JN0218.Superseded values are not recommended for survey control.
 JN0218
 JN0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0218.See file dsdata.pdf to determine how the superseded data were derived.
 JN0218
 JN0218_MARKER: DB = BENCH MARK DISK
 JN0218_SETTING: 66 = SET IN ROCK OUTCROP
 JN0218_STAMPING: E 167 1963
 JN0218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0218+STABILITY: POSITION/ELEVATION WELL
 JN0218
 JN0218  HISTORY     - Date     Condition        Report By
 JN0218  HISTORY     - 1963     MONUMENTED       CGS
 JN0218
 JN0218                          STATION DESCRIPTION
 JN0218
 JN0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0218'17.1 MI S FROM LOA.
 JN0218'17.1 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0218'24 AT LOA, AT THE CREST OF A SMALL RISE, ON THE INSIDE OF A CURVE, ON
 JN0218'THE SOUTHEAST SLOPE OF A ROCKY RIDGE, IN THE TOP OF A 3- BY 3-FOOT
 JN0218'OUTCROP WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 76 FEET
 JN0218'WEST-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.3 FEET WEST-NORTHWEST
 JN0218'OF A WITNESS POST, AND ABOUT 8 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0632 ***********************************************************************
 HN0632  DESIGNATION -  E 168
 HN0632  PID         -  HN0632
 HN0632  STATE/COUNTY-  UT/GARFIELD
 HN0632  COUNTRY     -  US
 HN0632  USGS QUAD   -  ESCALANTE (2017)
 HN0632
 HN0632                         *CURRENT SURVEY CONTROL
 HN0632  ______________________________________________________________________
 HN0632* NAD 83(1986) POSITION- 37 45 51.     (N) 111 34 58.     (W)   SCALED
 HN0632* NAVD 88 ORTHO HEIGHT -  1773.289 (meters)     5817.87  (feet) ADJUSTED
 HN0632  ______________________________________________________________________
 HN0632  GEOID HEIGHT    -        -20.074 (meters)                     GEOID18
 HN0632  DYNAMIC HEIGHT  -       1771.249 (meters)     5811.17  (feet) COMP
 HN0632  MODELED GRAVITY -    979,416.5   (mgal)                       NAVD 88
 HN0632
 HN0632  VERT ORDER      -  SECOND    CLASS 0
 HN0632
 HN0632.The horizontal coordinates were scaled from a map and have
 HN0632.an estimated accuracy of +/- 6 seconds.
 HN0632
 HN0632.The orthometric height was determined by differential leveling and
 HN0632.adjusted by the NATIONAL GEODETIC SURVEY
 HN0632.in June 1991.
 HN0632
 HN0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0632.GEOID18 height accuracy estimate available here.
 HN0632
 HN0632.Click photographs - Photos may exist for this station.
 HN0632
 HN0632.The dynamic height is computed by dividing the NAVD 88
 HN0632.geopotential number by the normal gravity value computed on the
 HN0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0632.degrees latitude (g = 980.6199 gals.).
 HN0632
 HN0632.The modeled gravity was interpolated from observed gravity values.
 HN0632
 HN0632;                    North         East    Units  Estimated Accuracy
 HN0632;SPC UT S     - 3,121,810.      492,710.      MT  (+/- 180 meters Scaled)
 HN0632
 HN0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG486798(NAD 83)
 HN0632
 HN0632                          SUPERSEDED SURVEY CONTROL
 HN0632
 HN0632  NGVD 29 (??/??/92) 1772.102  (m)         5813.97   (f) ADJ UNCH    2 0
 HN0632
 HN0632.Superseded values are not recommended for survey control.
 HN0632
 HN0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0632.See file dsdata.pdf to determine how the superseded data were derived.
 HN0632
 HN0632_MARKER: DB = BENCH MARK DISK
 HN0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0632_STAMPING: E 168 1963
 HN0632_MARK LOGO: CGS
 HN0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0632+STABILITY: SURFACE MOTION
 HN0632
 HN0632  HISTORY     - Date     Condition        Report By
 HN0632  HISTORY     - 1963     MONUMENTED       CGS
 HN0632
 HN0632                          STATION DESCRIPTION
 HN0632
 HN0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0632'0.8 MI SE FROM ESCALANTE.
 HN0632'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTRAY SCHOOL
 HN0632'AT ESCALANTE, AT THE ENTRANCE TO THE ESCALANTE CEMETERY, 221 FEET
 HN0632'NORTH-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET EAST OF THE
 HN0632'CENTER OF THE ENTRANCE GATE, 2.0 FEET SOUTH-SOUTHWEST OF THE FENCE
 HN0632'AROUND THE CEMETERY, 2.0 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH
 HN0632'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 HN0632'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0151 ***********************************************************************
 KN0151  DESIGNATION -  E 17
 KN0151  PID         -  KN0151
 KN0151  STATE/COUNTY-  UT/UTAH
 KN0151  COUNTRY     -  US
 KN0151  USGS QUAD   -  THISTLE (2017)
 KN0151
 KN0151                         *CURRENT SURVEY CONTROL
 KN0151  ______________________________________________________________________
 KN0151* NAD 83(1986) POSITION- 39 59 37.     (N) 111 29 49.     (W)   SCALED
 KN0151* NAVD 88 ORTHO HEIGHT -  1540.875 (meters)     5055.35  (feet) ADJUSTED
 KN0151  ______________________________________________________________________
 KN0151  GEOID HEIGHT    -        -16.675 (meters)                     GEOID18
 KN0151  DYNAMIC HEIGHT  -       1539.450 (meters)     5050.68  (feet) COMP
 KN0151  MODELED GRAVITY -    979,647.3   (mgal)                       NAVD 88
 KN0151
 KN0151  VERT ORDER      -  FIRST     CLASS II
 KN0151
 KN0151.The horizontal coordinates were scaled from a map and have
 KN0151.an estimated accuracy of +/- 6 seconds.
 KN0151
 KN0151.The orthometric height was determined by differential leveling and
 KN0151.adjusted by the NATIONAL GEODETIC SURVEY
 KN0151.in June 1991.
 KN0151
 KN0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0151.GEOID18 height accuracy estimate available here.
 KN0151
 KN0151.Click photographs - Photos may exist for this station.
 KN0151
 KN0151.The dynamic height is computed by dividing the NAVD 88
 KN0151.geopotential number by the normal gravity value computed on the
 KN0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0151.degrees latitude (g = 980.6199 gals.).
 KN0151
 KN0151.The modeled gravity was interpolated from observed gravity values.
 KN0151
 KN0151;                    North         East    Units  Estimated Accuracy
 KN0151;SPC UT C     - 2,184,320.      500,260.      MT  (+/- 180 meters Scaled)
 KN0151
 KN0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK575271(NAD 83)
 KN0151
 KN0151                          SUPERSEDED SURVEY CONTROL
 KN0151
 KN0151  NGVD 29 (??/??/92) 1539.805  (m)         5051.84   (f) ADJ UNCH    1 2
 KN0151
 KN0151.Superseded values are not recommended for survey control.
 KN0151
 KN0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0151.See file dsdata.pdf to determine how the superseded data were derived.
 KN0151
 KN0151_MARKER: DB = BENCH MARK DISK
 KN0151_SETTING: 66 = SET IN ROCK OUTCROP
 KN0151_STAMPING: 5051.844 E 17 1927
 KN0151_MARK LOGO: CGS
 KN0151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0151+STABILITY: POSITION/ELEVATION WELL
 KN0151
 KN0151  HISTORY     - Date     Condition        Report By
 KN0151  HISTORY     - 1927     MONUMENTED       CGS
 KN0151  HISTORY     - 1950     MARK NOT FOUND   USGS
 KN0151
 KN0151                          STATION DESCRIPTION
 KN0151
 KN0151'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KN0151'IN THISTLE.
 KN0151'AT THISTLE UTAH COUNTY, ON THE DENVER AND RIO GRANDE WESTERN RAILROAD,
 KN0151'ABOUT 250 YARDS EAST OF THE STATION, ABOUT 200 FEET SOUTHWEST OF A
 KN0151'CURVED HIGHWAY BRIDGE, 140 FEET SOUTH OF THE SOUTH TRACK, DIRECTLY
 KN0151'SOUTH OF A SECTION TOOLHOUSE, ACROSS A SMALL WASH FROM THE TRACK, AND
 KN0151'IN A ROCK LEDGE ABOUT 2 FEET HIGHER THAN THE TRACK. A STANDARD DISK,
 KN0151'STAMPED 5051.844 E 17 1927.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0015 ***********************************************************************
 MS0015  DESIGNATION -  E 170
 MS0015  PID         -  MS0015
 MS0015  STATE/COUNTY-  UT/BOX ELDER
 MS0015  COUNTRY     -  US
 MS0015  USGS QUAD   -  CUTLER DAM (2017)
 MS0015
 MS0015                         *CURRENT SURVEY CONTROL
 MS0015  ______________________________________________________________________
 MS0015* NAD 83(1986) POSITION- 41 47 57.     (N) 112 04 29.     (W)   SCALED
 MS0015* NAVD 88 ORTHO HEIGHT -  1364.301 (meters)     4476.04  (feet) ADJUSTED
 MS0015  ______________________________________________________________________
 MS0015  GEOID HEIGHT    -        -15.388 (meters)                     GEOID18
 MS0015  DYNAMIC HEIGHT  -       1363.359 (meters)     4472.95  (feet) COMP
 MS0015  MODELED GRAVITY -    979,885.2   (mgal)                       NAVD 88
 MS0015
 MS0015  VERT ORDER      -  FIRST     CLASS I
 MS0015
 MS0015.The horizontal coordinates were scaled from a map and have
 MS0015.an estimated accuracy of +/- 6 seconds.
 MS0015
 MS0015.The orthometric height was determined by differential leveling and
 MS0015.adjusted by the NATIONAL GEODETIC SURVEY
 MS0015.in June 1991.
 MS0015
 MS0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0015.GEOID18 height accuracy estimate available here.
 MS0015
 MS0015.Click photographs - Photos may exist for this station.
 MS0015
 MS0015.The dynamic height is computed by dividing the NAVD 88
 MS0015.geopotential number by the normal gravity value computed on the
 MS0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0015.degrees latitude (g = 980.6199 gals.).
 MS0015
 MS0015.The modeled gravity was interpolated from observed gravity values.
 MS0015
 MS0015;                    North         East    Units  Estimated Accuracy
 MS0015;SPC UT N     - 1,162,950.      452,240.      MT  (+/- 180 meters Scaled)
 MS0015
 MS0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM107280(NAD 83)
 MS0015
 MS0015                          SUPERSEDED SURVEY CONTROL
 MS0015
 MS0015  NGVD 29 (??/??/92) 1363.289  (m)         4472.72   (f) ADJ UNCH    1 1
 MS0015
 MS0015.Superseded values are not recommended for survey control.
 MS0015
 MS0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0015.See file dsdata.pdf to determine how the superseded data were derived.
 MS0015
 MS0015_MARKER: DB = BENCH MARK DISK
 MS0015_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0015_SP_SET: BOX CULVERT HEADWALL
 MS0015_STAMPING: E 170 1967
 MS0015_MARK LOGO: CGS
 MS0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0015+STABILITY: SURFACE MOTION
 MS0015
 MS0015  HISTORY     - Date     Condition        Report By
 MS0015  HISTORY     - 1967     MONUMENTED       CGS
 MS0015
 MS0015                          STATION DESCRIPTION
 MS0015
 MS0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0015'6.65 MI SW FROM CACHE JUNCTION.
 MS0015'6.65 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MS0015'AT CACHE JUNCTION, 1/2 POLE SOUTH OF MILEPOLE 42.25, IN THE TOP AND
 MS0015'0.6 FOOT SOUTH OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF
 MS0015'LARGE CONCRETE BOX CULVERT 42.28, 7.6 FEET EAST OF THE EAST RAIL, AND
 MS0015'ABOUT 1/2 FOOT LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0098 ***********************************************************************
 MS0098  DESIGNATION -  E 171
 MS0098  PID         -  MS0098
 MS0098  STATE/COUNTY-  UT/BOX ELDER
 MS0098  COUNTRY     -  US
 MS0098  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0098
 MS0098                         *CURRENT SURVEY CONTROL
 MS0098  ______________________________________________________________________
 MS0098* NAD 83(1986) POSITION- 41 33 44.6    (N) 112 01 25.9    (W)   HD_HELD2
 MS0098* NAVD 88 ORTHO HEIGHT -  1312.468 (meters)     4305.99  (feet) ADJUSTED
 MS0098  ______________________________________________________________________
 MS0098  GEOID HEIGHT    -        -15.885 (meters)                     GEOID18
 MS0098  DYNAMIC HEIGHT  -       1311.540 (meters)     4302.94  (feet) COMP
 MS0098  MODELED GRAVITY -    979,870.6   (mgal)                       NAVD 88
 MS0098  OBS GRAVITY     -    979,871.7   (mgal)                       GRAV_OBS
 MS0098
 MS0098  VERT ORDER      -  FIRST     CLASS I
 MS0098
 MS0098.The horizontal coordinates were established by autonomous hand held GPS
 MS0098.observations and have an estimated accuracy of +/- 10 meters.
 MS0098
 MS0098.The orthometric height was determined by differential leveling and
 MS0098.adjusted by the NATIONAL GEODETIC SURVEY
 MS0098.in June 1991.
 MS0098
 MS0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0098.GEOID18 height accuracy estimate available here.
 MS0098
 MS0098.Click photographs - Photos may exist for this station.
 MS0098
 MS0098.The dynamic height is computed by dividing the NAVD 88
 MS0098.geopotential number by the normal gravity value computed on the
 MS0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0098.degrees latitude (g = 980.6199 gals.).
 MS0098
 MS0098.The modeled gravity was interpolated from observed gravity values.
 MS0098
 MS0098.The observed gravity was obtained from relative gravimeter ties
 MS0098.to the IGSN71 gravity network.
 MS0098
 MS0098;                    North         East    Units  Estimated Accuracy
 MS0098;SPC UT N     - 1,136,621.      456,303.      MT  (+/- 10 meters HH2 GPS)
 MS0098
 MS0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM1462701696(NAD 83)
 MS0098
 MS0098                          SUPERSEDED SURVEY CONTROL
 MS0098
 MS0098  NGVD 29 (??/??/92) 1311.472  (m)         4302.72   (f) ADJ UNCH    1 1
 MS0098
 MS0098.Superseded values are not recommended for survey control.
 MS0098
 MS0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0098.See file dsdata.pdf to determine how the superseded data were derived.
 MS0098
 MS0098_MARKER: DB = BENCH MARK DISK
 MS0098_SETTING: 66 = SET IN ROCK OUTCROP
 MS0098_STAMPING: E 171 1967
 MS0098_MARK LOGO: CGS
 MS0098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0098+STABILITY: POSITION/ELEVATION WELL
 MS0098
 MS0098  HISTORY     - Date     Condition        Report By
 MS0098  HISTORY     - 1967     MONUMENTED       CGS
 MS0098
 MS0098                          STATION DESCRIPTION
 MS0098
 MS0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0098'3.7 MI N FROM BRIGHAM CITY.
 MS0098'1.2 MILES NORTH ALONG MAIN STREET FROM THE COURTHOUSE AT BRIGHAM CITY,
 MS0098'THENCE 2.5 MILES NORTH ALONG STATE HIGHWAY 69, IN THE YARD OF A BRICK
 MS0098'HOUSE, IN THE TOP OF A 9- BY 12-FOOT OUTCROP WHICH PROJECTS ABOUT 1
 MS0098'1/2 FEET ABOVE THE GROUND, 32 1/2 FEET WEST OF THE CENTER LINE OF THE
 MS0098'HIGHWAY, 58 1/2 FEET NORTH OF THE EXTENDED CENTER LINE OF A CONCRETE
 MS0098'DRIVEWAY WEST, 40.0 FEET EAST OF THE NORTHEAST CORNER OF THE HOUSE, 25
 MS0098'1/2 FEET SOUTH OF A FENCE CORNER, AND ABOUT 1 1/2 FEET HIGHER THAN THE
 MS0098'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0387 ***********************************************************************
 MR0387  DESIGNATION -  E 172
 MR0387  PID         -  MR0387
 MR0387  STATE/COUNTY-  UT/WEBER
 MR0387  COUNTRY     -  US
 MR0387  USGS QUAD   -  PLAIN CITY (2017)
 MR0387
 MR0387                         *CURRENT SURVEY CONTROL
 MR0387  ______________________________________________________________________
 MR0387* NAD 83(1986) POSITION- 41 17 24.     (N) 112 00 03.     (W)   SCALED
 MR0387* NAVD 88 ORTHO HEIGHT -  1310.314 (meters)     4298.92  (feet) ADJUSTED
 MR0387  ______________________________________________________________________
 MR0387  GEOID HEIGHT    -        -16.592 (meters)                     GEOID18
 MR0387  DYNAMIC HEIGHT  -       1309.333 (meters)     4295.70  (feet) COMP
 MR0387  MODELED GRAVITY -    979,830.2   (mgal)                       NAVD 88
 MR0387  OBS GRAVITY     -    979,830.1   (mgal)                       GRAV_OBS
 MR0387
 MR0387  VERT ORDER      -  FIRST     CLASS I
 MR0387
 MR0387.The horizontal coordinates were scaled from a map and have
 MR0387.an estimated accuracy of +/- 6 seconds.
 MR0387
 MR0387.The orthometric height was determined by differential leveling and
 MR0387.adjusted by the NATIONAL GEODETIC SURVEY
 MR0387.in June 1991.
 MR0387
 MR0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0387.GEOID18 height accuracy estimate available here.
 MR0387
 MR0387.Click photographs - Photos may exist for this station.
 MR0387
 MR0387.The dynamic height is computed by dividing the NAVD 88
 MR0387.geopotential number by the normal gravity value computed on the
 MR0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0387.degrees latitude (g = 980.6199 gals.).
 MR0387
 MR0387.The modeled gravity was interpolated from observed gravity values.
 MR0387
 MR0387.The observed gravity was obtained from relative gravimeter ties
 MR0387.to the IGSN71 gravity network.
 MR0387
 MR0387;                    North         East    Units  Estimated Accuracy
 MR0387;SPC UT N     - 1,106,360.      458,050.      MT  (+/- 180 meters Scaled)
 MR0387
 MR0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL161714(NAD 83)
 MR0387
 MR0387                          SUPERSEDED SURVEY CONTROL
 MR0387
 MR0387  NGVD 29 (??/??/92) 1309.315  (m)         4295.64   (f) ADJ UNCH    1 1
 MR0387
 MR0387.Superseded values are not recommended for survey control.
 MR0387
 MR0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0387.See file dsdata.pdf to determine how the superseded data were derived.
 MR0387
 MR0387_MARKER: DB = BENCH MARK DISK
 MR0387_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0387_SP_SET: ABUTMENT
 MR0387_STAMPING: E 172 1967
 MR0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0387
 MR0387  HISTORY     - Date     Condition        Report By
 MR0387  HISTORY     - 1967     MONUMENTED       CGS
 MR0387
 MR0387                          STATION DESCRIPTION
 MR0387
 MR0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0387'5.15 MI N FROM OGDEN.
 MR0387'5.15 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0387'OGDEN, 5 1/2 POLES NORTHWEST OF MILEPOLE 5, IN THE TOP AND 0.8 FOOT
 MR0387'NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE AND SANDSTONE
 MR0387'ABUTMENT OF BRIDGE 5.13 OVER WESTERN CANAL, 9.5 FEET SOUTHWEST OF THE
 MR0387'SOUTHWEST RAIL, AND ABOUT 4 FEET LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0413 ***********************************************************************
 MR0413  DESIGNATION -  E 173
 MR0413  PID         -  MR0413
 MR0413  STATE/COUNTY-  UT/DAVIS
 MR0413  COUNTRY     -  US
 MR0413  USGS QUAD   -  KAYSVILLE (2017)
 MR0413
 MR0413                         *CURRENT SURVEY CONTROL
 MR0413  ______________________________________________________________________
 MR0413* NAD 83(1986) POSITION- 41 03 17.     (N) 111 57 45.     (W)   SCALED
 MR0413* NAVD 88 ORTHO HEIGHT -  1322.648 (meters)     4339.39  (feet) ADJUSTED
 MR0413  ______________________________________________________________________
 MR0413  GEOID HEIGHT    -        -16.838 (meters)                     GEOID18
 MR0413  DYNAMIC HEIGHT  -       1321.627 (meters)     4336.04  (feet) COMP
 MR0413  MODELED GRAVITY -    979,807.1   (mgal)                       NAVD 88
 MR0413
 MR0413  VERT ORDER      -  FIRST     CLASS I
 MR0413
 MR0413.The horizontal coordinates were scaled from a map and have
 MR0413.an estimated accuracy of +/- 6 seconds.
 MR0413
 MR0413.The orthometric height was determined by differential leveling and
 MR0413.adjusted by the NATIONAL GEODETIC SURVEY
 MR0413.in June 1991.
 MR0413
 MR0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0413.GEOID18 height accuracy estimate available here.
 MR0413
 MR0413.Click photographs - Photos may exist for this station.
 MR0413
 MR0413.The dynamic height is computed by dividing the NAVD 88
 MR0413.geopotential number by the normal gravity value computed on the
 MR0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0413.degrees latitude (g = 980.6199 gals.).
 MR0413
 MR0413.The modeled gravity was interpolated from observed gravity values.
 MR0413
 MR0413;                    North         East    Units  Estimated Accuracy
 MR0413;SPC UT N     - 1,080,210.      461,120.      MT  (+/- 180 meters Scaled)
 MR0413
 MR0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL191452(NAD 83)
 MR0413
 MR0413                          SUPERSEDED SURVEY CONTROL
 MR0413
 MR0413  NGVD 29 (??/??/92) 1321.672  (m)         4336.19   (f) ADJ UNCH    1 1
 MR0413
 MR0413.Superseded values are not recommended for survey control.
 MR0413
 MR0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0413.See file dsdata.pdf to determine how the superseded data were derived.
 MR0413
 MR0413_MARKER: DB = BENCH MARK DISK
 MR0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0413_STAMPING: E 173 1967
 MR0413_MARK LOGO: CGS
 MR0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0413+STABILITY: SURFACE MOTION
 MR0413
 MR0413  HISTORY     - Date     Condition        Report By
 MR0413  HISTORY     - 1967     MONUMENTED       CGS
 MR0413  HISTORY     - 19880401 MARK NOT FOUND   USGS
 MR0413
 MR0413                          STATION DESCRIPTION
 MR0413
 MR0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0413'0.4 MI SE FROM LAYTON.
 MR0413'0.4 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0413'AT LAYTON, 1 POLE NORTHWEST OF MILEPOLE 15, 1 1/2 POLES SOUTH OF THE
 MR0413'CROSSING OF A PRIVATE ROAD, 32.8 FEET NORTHEAST OF THE NORTHEAST RAIL
 MR0413'OF THE NORTHEAST MAIN TRACK, 1 FOOT SOUTHEAST OF THE FIRST TELEPHONE
 MR0413'POLE NORTHWEST OF THE MILEPOLE, 45.6 FEET SOUTHWEST OF BENCH MARK S
 MR0413'91, 25.6 FEET SOUTHWEST OF A FENCE, 1.4 FEET NORTHWEST OF A WITNESS
 MR0413'POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A
 MR0413'5/8-INCH COPPER COATED ROD DRIVEN TO SUDDEN REFUSAL AT A DEPTH OF 32
 MR0413'FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST
 MR0413'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 MR0413
 MR0413                          STATION RECOVERY (1988)
 MR0413
 MR0413'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (GH)
 MR0413'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0230 ***********************************************************************
 LP0230  CBN         -  This is a Cooperative Base Network Control Station.
 LP0230  DESIGNATION -  E 174
 LP0230  PID         -  LP0230
 LP0230  STATE/COUNTY-  UT/SALT LAKE
 LP0230  COUNTRY     -  US
 LP0230  USGS QUAD   -  FARNSWORTH PEAK (2017)
 LP0230
 LP0230                         *CURRENT SURVEY CONTROL
 LP0230  ______________________________________________________________________
 LP0230* NAD 83(2011) POSITION- 40 43 40.61751(N) 112 10 23.51200(W)   ADJUSTED
 LP0230* NAD 83(2011) ELLIP HT-  1278.512 (meters)        (06/27/12)   ADJUSTED
 LP0230* NAD 83(2011) EPOCH   -  2010.00
 LP0230* NAVD 88 ORTHO HEIGHT -  1295.727 (meters)     4251.06  (feet) ADJUSTED
 LP0230  ______________________________________________________________________
 LP0230  GEOID HEIGHT    -        -17.209 (meters)                     GEOID18
 LP0230  NAD 83(2011) X  - -1,827,153.497 (meters)                     COMP
 LP0230  NAD 83(2011) Y  - -4,483,296.790 (meters)                     COMP
 LP0230  NAD 83(2011) Z  -  4,140,409.452 (meters)                     COMP
 LP0230  LAPLACE CORR    -          2.89  (seconds)                    DEFLEC18
 LP0230  DYNAMIC HEIGHT  -       1294.738 (meters)     4247.82  (feet) COMP
 LP0230  MODELED GRAVITY -    979,816.4   (mgal)                       NAVD 88
 LP0230
 LP0230  VERT ORDER      -  FIRST     CLASS I
 LP0230
 LP0230  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LP0230  Standards:
 LP0230         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LP0230            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LP0230  -------------------------------------------------------------------
 LP0230  NETWORK    0.84   1.72           0.38   0.26   0.88     -0.48435982
 LP0230  -------------------------------------------------------------------
 LP0230  Click here for local accuracies and other accuracy information.
 LP0230
 LP0230.The horizontal coordinates were established by GPS observations
 LP0230.and adjusted by the National Geodetic Survey in June 2012.
 LP0230
 LP0230.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LP0230.been affixed to the stable North American tectonic plate. See 
 LP0230.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LP0230
 LP0230.The horizontal coordinates are valid at the epoch date displayed above
 LP0230.which is a decimal equivalence of Year/Month/Day.
 LP0230
 LP0230.The orthometric height was determined by differential leveling and
 LP0230.adjusted by the NATIONAL GEODETIC SURVEY
 LP0230.in June 1991.
 LP0230
 LP0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0230.GEOID18 height accuracy estimate available here.
 LP0230
 LP0230.Click photographs - Photos may exist for this station.
 LP0230
 LP0230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LP0230
 LP0230.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0230
 LP0230.The ellipsoidal height was determined by GPS observations
 LP0230.and is referenced to NAD 83.
 LP0230
 LP0230.The dynamic height is computed by dividing the NAVD 88
 LP0230.geopotential number by the normal gravity value computed on the
 LP0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0230.degrees latitude (g = 980.6199 gals.).
 LP0230
 LP0230.The modeled gravity was interpolated from observed gravity values.
 LP0230
 LP0230. The following values were computed from the NAD 83(2011) position.
 LP0230
 LP0230;                    North         East     Units Scale Factor Converg.
 LP0230;SPC UT C     - 2,266,073.860   443,127.516   MT  1.00002033   -0 25 52.4
 LP0230;SPC UT C     - 7,434,610.66  1,453,827.53   sFT  1.00002033   -0 25 52.4
 LP0230;UTM  12      - 4,509,219.431   400,926.650   MT  0.99972081   -0 45 55.9
 LP0230
 LP0230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0230!SPC UT C     -   0.99979949  x   1.00002033  =   0.99981981
 LP0230!UTM  12      -   0.99979949  x   0.99972081  =   0.99952035
 LP0230
 LP0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0092609219(NAD 83)
 LP0230
 LP0230                          SUPERSEDED SURVEY CONTROL
 LP0230
 LP0230  NAD 83(2007)-  40 43 40.61719(N)    112 10 23.51247(W) AD(2002.00) 0
 LP0230  ELLIP H (02/10/07) 1278.524  (m)                       GP(2002.00)    
 LP0230  NAD 83(1994)-  40 43 40.61672(N)    112 10 23.51198(W) AD(       ) A
 LP0230  ELLIP H (06/28/00) 1278.548  (m)                       GP(       ) 4 1
 LP0230  NAVD 88            1295.73   (m)         4251.1    (f) LEVELING    3  
 LP0230  NGVD 29 (??/??/92) 1294.74   (m)         4247.8    (f) COMPUTED    1 1
 LP0230
 LP0230.Superseded values are not recommended for survey control.
 LP0230
 LP0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0230.See file dsdata.pdf to determine how the superseded data were derived.
 LP0230
 LP0230_MARKER: DB = BENCH MARK DISK
 LP0230_SETTING: 66 = SET IN ROCK OUTCROP
 LP0230_STAMPING: E 174 1970
 LP0230_MARK LOGO: CGS
 LP0230_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LP0230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0230+STABILITY: POSITION/ELEVATION WELL
 LP0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0230+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1999
 LP0230
 LP0230  HISTORY     - Date     Condition        Report By
 LP0230  HISTORY     - 1970     MONUMENTED       NGS
 LP0230  HISTORY     - 19990615 GOOD             USGS
 LP0230
 LP0230                          STATION DESCRIPTION
 LP0230
 LP0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0230'4.2 MI W FROM MAGNA.
 LP0230'0.5 MILE NORTH ALONG 9180 WEST STREET FROM WEBSTER SCHOOL AT MAGNA,
 LP0230'THENCE 3.7 MILES WEST ALONG U.S. HIGHWAYS 40 AND 50 ALTERNATE, 0.1
 LP0230'MILE EAST OF POWER LINE CROSSING, AT THE WEST END OF A ROCKY CUT, IN
 LP0230'THE TOP OF A LARGE GRAY OUTCROP THAT PROJECTS ABOUT 2 FEET, 57 1/2
 LP0230'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 34.4 FEET SOUTH OF
 LP0230'HIGHWAY MILE POST 3, 1.9 FEET NORTH OF A WITNESS POST AND ABOUT 6 1/2
 LP0230'FEET HIGHER THAN THE HIGHWAY.  SECTION 15, T 3 W, R 1 S.
 LP0230
 LP0230                          STATION RECOVERY (1999)
 LP0230
 LP0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1999 (BL)
 LP0230'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0254 ***********************************************************************
 LP0254  DESIGNATION -  E 175
 LP0254  PID         -  LP0254
 LP0254  STATE/COUNTY-  UT/TOOELE
 LP0254  COUNTRY     -  US
 LP0254  USGS QUAD   -  TOOELE (2017)
 LP0254
 LP0254                         *CURRENT SURVEY CONTROL
 LP0254  ______________________________________________________________________
 LP0254* NAD 83(1986) POSITION- 40 31 12.     (N) 112 20 04.     (W)   SCALED
 LP0254* NAVD 88 ORTHO HEIGHT -  1500.172 (meters)     4921.81  (feet) ADJUSTED
 LP0254  ______________________________________________________________________
 LP0254  GEOID HEIGHT    -        -17.390 (meters)                     GEOID18
 LP0254  DYNAMIC HEIGHT  -       1498.905 (meters)     4917.66  (feet) COMP
 LP0254  MODELED GRAVITY -    979,728.0   (mgal)                       NAVD 88
 LP0254
 LP0254  VERT ORDER      -  FIRST     CLASS I
 LP0254
 LP0254.The horizontal coordinates were scaled from a map and have
 LP0254.an estimated accuracy of +/- 6 seconds.
 LP0254
 LP0254.The orthometric height was determined by differential leveling and
 LP0254.adjusted by the NATIONAL GEODETIC SURVEY
 LP0254.in June 1991.
 LP0254
 LP0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0254.GEOID18 height accuracy estimate available here.
 LP0254
 LP0254.Click photographs - Photos may exist for this station.
 LP0254
 LP0254.The dynamic height is computed by dividing the NAVD 88
 LP0254.geopotential number by the normal gravity value computed on the
 LP0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0254.degrees latitude (g = 980.6199 gals.).
 LP0254
 LP0254.The modeled gravity was interpolated from observed gravity values.
 LP0254
 LP0254;                    North         East    Units  Estimated Accuracy
 LP0254;SPC UT C     - 2,243,100.      429,290.      MT  (+/- 180 meters Scaled)
 LP0254
 LP0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK869863(NAD 83)
 LP0254
 LP0254                          SUPERSEDED SURVEY CONTROL
 LP0254
 LP0254  NGVD 29 (??/??/92) 1498.810  (m)         4917.35   (f) ADJ UNCH    1 1
 LP0254
 LP0254.Superseded values are not recommended for survey control.
 LP0254
 LP0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0254.See file dsdata.pdf to determine how the superseded data were derived.
 LP0254
 LP0254_MARKER: DB = BENCH MARK DISK
 LP0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LP0254_SP_SET: OVERPASS
 LP0254_STAMPING: E 175 1970
 LP0254_MARK LOGO: CGS
 LP0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0254
 LP0254  HISTORY     - Date     Condition        Report By
 LP0254  HISTORY     - 1970     MONUMENTED       NGS
 LP0254
 LP0254                          STATION DESCRIPTION
 LP0254
 LP0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0254'0.55 MI S FROM WARNER.
 LP0254'0.55 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LP0254'WARNER, 3 POLES SOUTH OF MILE POST 747.75, AT THE WESTERN PACIFIC
 LP0254'RAILROAD OVERPASS, SET VERTICALLY IN THE WEST FACE OF THE EAST
 LP0254'CONCRETE ABUTMENT OF THE OVERPASS, 6.7 FEET EAST OF THE EAST RAIL OF
 LP0254'THE EAST TRACK, 1.4 FEET SOUTH OF THE NORTH END OF THE ABUTMENT AND
 LP0254'ABOUT 3 FEET HIGHER THAN THE TRACK.  SECTION 31, T 4W, R 3S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0278 ***********************************************************************
 LP0278  DESIGNATION -  E 176
 LP0278  PID         -  LP0278
 LP0278  STATE/COUNTY-  UT/TOOELE
 LP0278  COUNTRY     -  US
 LP0278  USGS QUAD   -  FAUST (2017)
 LP0278
 LP0278                         *CURRENT SURVEY CONTROL
 LP0278  ______________________________________________________________________
 LP0278* NAD 83(1986) POSITION- 40 12 28.     (N) 112 23 06.     (W)   SCALED
 LP0278* NAVD 88 ORTHO HEIGHT -  1581.172 (meters)     5187.56  (feet) ADJUSTED
 LP0278  ______________________________________________________________________
 LP0278  GEOID HEIGHT    -        -17.804 (meters)                     GEOID18
 LP0278  DYNAMIC HEIGHT  -       1579.764 (meters)     5182.94  (feet) COMP
 LP0278  MODELED GRAVITY -    979,679.8   (mgal)                       NAVD 88
 LP0278  OBS GRAVITY     -    979,679.6   (mgal)                       GRAV_OBS
 LP0278
 LP0278  VERT ORDER      -  FIRST     CLASS I
 LP0278
 LP0278.The horizontal coordinates were scaled from a map and have
 LP0278.an estimated accuracy of +/- 6 seconds.
 LP0278
 LP0278.The orthometric height was determined by differential leveling and
 LP0278.adjusted by the NATIONAL GEODETIC SURVEY
 LP0278.in June 1991.
 LP0278
 LP0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0278.GEOID18 height accuracy estimate available here.
 LP0278
 LP0278.Click photographs - Photos may exist for this station.
 LP0278
 LP0278.The dynamic height is computed by dividing the NAVD 88
 LP0278.geopotential number by the normal gravity value computed on the
 LP0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0278.degrees latitude (g = 980.6199 gals.).
 LP0278
 LP0278.The modeled gravity was interpolated from observed gravity values.
 LP0278
 LP0278.The observed gravity was obtained from relative gravimeter ties
 LP0278.to the IGSN71 gravity network.
 LP0278
 LP0278;                    North         East    Units  Estimated Accuracy
 LP0278;SPC UT C     - 2,208,470.      424,660.      MT  (+/- 180 meters Scaled)
 LP0278
 LP0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK821517(NAD 83)
 LP0278
 LP0278                          SUPERSEDED SURVEY CONTROL
 LP0278
 LP0278  NGVD 29 (??/??/92) 1580.00   (m)         5183.7    (f) COMPUTED    1 1
 LP0278
 LP0278.Superseded values are not recommended for survey control.
 LP0278
 LP0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0278.See file dsdata.pdf to determine how the superseded data were derived.
 LP0278
 LP0278_MARKER: DB = BENCH MARK DISK
 LP0278_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LP0278_STAMPING: E 176 1970
 LP0278_MARK LOGO: CGS
 LP0278_MAGNETIC: I = MARKER IS A STEEL ROD
 LP0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0278
 LP0278  HISTORY     - Date     Condition        Report By
 LP0278  HISTORY     - 1970     MONUMENTED       NGS
 LP0278
 LP0278                          STATION DESCRIPTION
 LP0278
 LP0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0278'15.05 MI N FROM LOFGREEN.
 LP0278'15.05 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 LP0278'SIGN AT LOFGREEN, 1 1/2 FEET NORTH OF MILE POST 725, 67.6 FEET WEST OF
 LP0278'THE WEST RAIL, 31.0 FEET EAST OF THE FENCE LINE, 52 FEET WEST OF THE
 LP0278'CENTER LINE OF A TRACK ROAD, 1.0 FOOT SOUTH OF A WITNESS POST, A DISK
 LP0278'ON A 5/8-INCH COPPER COATED ROD DRIVEN TO GUADUAL REFUSAL AT A DEPTH
 LP0278'OF 8 FEET.  THE ROD IS ENCASED IN A CONCRETE POST WHICH PROJECTS 0.4
 LP0278'FOOT.  SECTION 15, T 5W, R 7S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0060 ***********************************************************************
 KO0060  DESIGNATION -  E 177
 KO0060  PID         -  KO0060
 KO0060  STATE/COUNTY-  UT/JUAB
 KO0060  COUNTRY     -  US
 KO0060  USGS QUAD   -  TINTIC JUNCTION (2017)
 KO0060
 KO0060                         *CURRENT SURVEY CONTROL
 KO0060  ______________________________________________________________________
 KO0060* NAD 83(1986) POSITION- 39 56 09.     (N) 112 10 45.     (W)   SCALED
 KO0060* NAVD 88 ORTHO HEIGHT -  1795.217 (meters)     5889.81  (feet) ADJUSTED
 KO0060  ______________________________________________________________________
 KO0060  GEOID HEIGHT    -        -17.759 (meters)                     GEOID18
 KO0060  DYNAMIC HEIGHT  -       1793.496 (meters)     5884.16  (feet) COMP
 KO0060  MODELED GRAVITY -    979,603.8   (mgal)                       NAVD 88
 KO0060
 KO0060  VERT ORDER      -  FIRST     CLASS I
 KO0060
 KO0060.The horizontal coordinates were scaled from a map and have
 KO0060.an estimated accuracy of +/- 6 seconds.
 KO0060
 KO0060.The orthometric height was determined by differential leveling and
 KO0060.adjusted by the NATIONAL GEODETIC SURVEY
 KO0060.in June 1991.
 KO0060
 KO0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0060.GEOID18 height accuracy estimate available here.
 KO0060
 KO0060.Click photographs - Photos may exist for this station.
 KO0060
 KO0060.The dynamic height is computed by dividing the NAVD 88
 KO0060.geopotential number by the normal gravity value computed on the
 KO0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0060.degrees latitude (g = 980.6199 gals.).
 KO0060
 KO0060.The modeled gravity was interpolated from observed gravity values.
 KO0060
 KO0060;                    North         East    Units  Estimated Accuracy
 KO0060;SPC UT C     - 2,178,130.      441,960.      MT  (+/- 180 meters Scaled)
 KO0060
 KO0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK992213(NAD 83)
 KO0060
 KO0060                          SUPERSEDED SURVEY CONTROL
 KO0060
 KO0060.No superseded survey control is available for this station.
 KO0060
 KO0060_MARKER: DB = BENCH MARK DISK
 KO0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KO0060_SP_SET: CULVERT
 KO0060_STAMPING: E 177 1970
 KO0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0060
 KO0060  HISTORY     - Date     Condition        Report By
 KO0060  HISTORY     - 1970     MONUMENTED       NGS
 KO0060
 KO0060                          STATION DESCRIPTION
 KO0060
 KO0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0060'1.1 MI NW FROM TINTIC JUNCTION.
 KO0060'1.1 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0060'AT TINTIC JUNCTION, IN THE TOP AND 1.5 FEET SOUTHEAST OF THE NORTHWEST
 KO0060'END OF THE NORTHEAST HEAD WALL OF A LARGE CONCRETE ARCH CULVER NUMBER
 KO0060'699.64, 43.6 FEET NORTHEAST OF THE NORTHEAST RAIL AND ABOUT 20 FEET
 KO0060'LOWER THAN THE TRACK.  SECTION 21, T 3W, R 10S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0029 ***********************************************************************
 KO0029  DESIGNATION -  E 178
 KO0029  PID         -  KO0029
 KO0029  STATE/COUNTY-  UT/JUAB
 KO0029  COUNTRY     -  US
 KO0029  USGS QUAD   -  JERICHO (2017)
 KO0029
 KO0029                         *CURRENT SURVEY CONTROL
 KO0029  ______________________________________________________________________
 KO0029* NAD 83(1986) POSITION- 39 42 17.     (N) 112 14 14.     (W)   SCALED
 KO0029* NAVD 88 ORTHO HEIGHT -  1570.045 (meters)     5151.06  (feet) ADJUSTED
 KO0029  ______________________________________________________________________
 KO0029  GEOID HEIGHT    -        -18.129 (meters)                     GEOID18
 KO0029  DYNAMIC HEIGHT  -       1568.601 (meters)     5146.32  (feet) COMP
 KO0029  MODELED GRAVITY -    979,651.7   (mgal)                       NAVD 88
 KO0029  OBS GRAVITY     -    979,650.2   (mgal)                       GRAV_OBS
 KO0029
 KO0029  VERT ORDER      -  FIRST     CLASS I
 KO0029
 KO0029.The horizontal coordinates were scaled from a map and have
 KO0029.an estimated accuracy of +/- 6 seconds.
 KO0029
 KO0029.The orthometric height was determined by differential leveling and
 KO0029.adjusted by the NATIONAL GEODETIC SURVEY
 KO0029.in June 1991.
 KO0029
 KO0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0029.GEOID18 height accuracy estimate available here.
 KO0029
 KO0029.Click photographs - Photos may exist for this station.
 KO0029
 KO0029.The dynamic height is computed by dividing the NAVD 88
 KO0029.geopotential number by the normal gravity value computed on the
 KO0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0029.degrees latitude (g = 980.6199 gals.).
 KO0029
 KO0029.The modeled gravity was interpolated from observed gravity values.
 KO0029
 KO0029.The observed gravity was obtained from relative gravimeter ties
 KO0029.to the IGSN71 gravity network.
 KO0029
 KO0029;                    North         East    Units  Estimated Accuracy
 KO0029;SPC UT C     - 2,152,510.      436,780.      MT  (+/- 180 meters Scaled)
 KO0029
 KO0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ939957(NAD 83)
 KO0029
 KO0029                          SUPERSEDED SURVEY CONTROL
 KO0029
 KO0029.No superseded survey control is available for this station.
 KO0029
 KO0029_MARKER: DB = BENCH MARK DISK
 KO0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0029_STAMPING: E 178 1970
 KO0029_MARK LOGO: CGS
 KO0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0029+STABILITY: SURFACE MOTION
 KO0029
 KO0029  HISTORY     - Date     Condition        Report By
 KO0029  HISTORY     - 1970     MONUMENTED       NGS
 KO0029
 KO0029                          STATION DESCRIPTION
 KO0029
 KO0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0029'17.55 MI S FROM TINTIC JUNCTION.
 KO0029'17.55 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 KO0029'TINTIC JUNCTION, 15.15 MILES NORTHEAST OF LYNNDYL, 161 1/2 FEET
 KO0029'SOUTHWEST AND ACROSS THE TRACK FROM MILEPOLE 681, 88.6 FEET SOUTH OF
 KO0029'THE SOUTH RAIL, 10.8 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 1 1/2
 KO0029'FEET NORTH OF A TELEPHONE POLE WITH A GUY WIRE, 2.4 FEET SOUTH OF A
 KO0029'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE TRACK, AND SET IN THE TOP
 KO0029'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 12,
 KO0029'T 13S, R 4W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0095 ***********************************************************************
 KO0095  DESIGNATION -  E 179
 KO0095  PID         -  KO0095
 KO0095  STATE/COUNTY-  UT/MILLARD
 KO0095  COUNTRY     -  US
 KO0095  USGS QUAD   -  STRONG (2017)
 KO0095
 KO0095                         *CURRENT SURVEY CONTROL
 KO0095  ______________________________________________________________________
 KO0095* NAD 83(1986) POSITION- 39 25 42.     (N) 112 28 34.     (W)   SCALED
 KO0095* NAVD 88 ORTHO HEIGHT -  1454.634 (meters)     4772.41  (feet) ADJUSTED
 KO0095  ______________________________________________________________________
 KO0095  GEOID HEIGHT    -        -19.029 (meters)                     GEOID18
 KO0095  DYNAMIC HEIGHT  -       1453.303 (meters)     4768.04  (feet) COMP
 KO0095  MODELED GRAVITY -    979,661.5   (mgal)                       NAVD 88
 KO0095
 KO0095  VERT ORDER      -  FIRST     CLASS I
 KO0095
 KO0095.The horizontal coordinates were scaled from a map and have
 KO0095.an estimated accuracy of +/- 6 seconds.
 KO0095
 KO0095.The orthometric height was determined by differential leveling and
 KO0095.adjusted by the NATIONAL GEODETIC SURVEY
 KO0095.in June 1991.
 KO0095
 KO0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0095.GEOID18 height accuracy estimate available here.
 KO0095
 KO0095.Click photographs - Photos may exist for this station.
 KO0095
 KO0095.The dynamic height is computed by dividing the NAVD 88
 KO0095.geopotential number by the normal gravity value computed on the
 KO0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0095.degrees latitude (g = 980.6199 gals.).
 KO0095
 KO0095.The modeled gravity was interpolated from observed gravity values.
 KO0095
 KO0095;                    North         East    Units  Estimated Accuracy
 KO0095;SPC UT C     - 2,122,020.      415,960.      MT  (+/- 180 meters Scaled)
 KO0095
 KO0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ729653(NAD 83)
 KO0095
 KO0095                          SUPERSEDED SURVEY CONTROL
 KO0095
 KO0095  NGVD 29 (??/??/92) 1453.49   (m)         4768.7    (f) COMPUTED    1 1
 KO0095
 KO0095.Superseded values are not recommended for survey control.
 KO0095
 KO0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0095.See file dsdata.pdf to determine how the superseded data were derived.
 KO0095
 KO0095_MARKER: DB = BENCH MARK DISK
 KO0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0095_STAMPING: E 179 1970
 KO0095_MARK LOGO: CGS
 KO0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0095+STABILITY: SURFACE MOTION
 KO0095
 KO0095  HISTORY     - Date     Condition        Report By
 KO0095  HISTORY     - 1970     MONUMENTED       NGS
 KO0095
 KO0095                          STATION DESCRIPTION
 KO0095
 KO0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0095'8.35 MI SW FROM LYNNDYL.
 KO0095'8.35 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0095'SIGN AT LYNNDYL, 1/2 POLE NORTHEAST AND ACROSS THE TRACK FROM MILEPOLE
 KO0095'657.50, 83.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 14.5 FEET NORTHWEST
 KO0095'OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 1 1/2 FEET SOUTHWEST OF A
 KO0095'TELEPHONE POLE, 1.6 FEET NORTHEAST OF A WITNESS POST, ABOUT 2 1/2 FEET
 KO0095'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KO0095'0.3 FOOT ABOVE THE GROUND.  SECTION 13, T 16 S, R 6 W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0566 ***********************************************************************
 LO0566  DESIGNATION -  E 18
 LO0566  PID         -  LO0566
 LO0566  STATE/COUNTY-  UT/SALT LAKE
 LO0566  COUNTRY     -  US
 LO0566  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0566
 LO0566                         *CURRENT SURVEY CONTROL
 LO0566  ______________________________________________________________________
 LO0566* NAD 83(1986) POSITION- 40 38 35.     (N) 111 54 03.     (W)   SCALED
 LO0566* NAVD 88 ORTHO HEIGHT -  1317.988 (meters)     4324.10  (feet) ADJUSTED
 LO0566  ______________________________________________________________________
 LO0566  GEOID HEIGHT    -        -17.055 (meters)                     GEOID18
 LO0566  DYNAMIC HEIGHT  -       1316.916 (meters)     4320.58  (feet) COMP
 LO0566  MODELED GRAVITY -    979,766.7   (mgal)                       NAVD 88
 LO0566
 LO0566  VERT ORDER      -  FIRST     CLASS II
 LO0566
 LO0566.The horizontal coordinates were scaled from a map and have
 LO0566.an estimated accuracy of +/- 6 seconds.
 LO0566
 LO0566.The orthometric height was determined by differential leveling and
 LO0566.adjusted by the NATIONAL GEODETIC SURVEY
 LO0566.in June 1991.
 LO0566
 LO0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0566.GEOID18 height accuracy estimate available here.
 LO0566
 LO0566.Click photographs - Photos may exist for this station.
 LO0566
 LO0566.The dynamic height is computed by dividing the NAVD 88
 LO0566.geopotential number by the normal gravity value computed on the
 LO0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0566.degrees latitude (g = 980.6199 gals.).
 LO0566
 LO0566.The modeled gravity was interpolated from observed gravity values.
 LO0566
 LO0566;                    North         East    Units  Estimated Accuracy
 LO0566;SPC UT C     - 2,256,510.      466,100.      MT  (+/- 180 meters Scaled)
 LO0566
 LO0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK238995(NAD 83)
 LO0566
 LO0566                          SUPERSEDED SURVEY CONTROL
 LO0566
 LO0566  NGVD 29 (??/??/92) 1317.033  (m)         4320.97   (f) ADJ UNCH    1 2
 LO0566
 LO0566.Superseded values are not recommended for survey control.
 LO0566
 LO0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0566.See file dsdata.pdf to determine how the superseded data were derived.
 LO0566
 LO0566_MARKER: DB = BENCH MARK DISK
 LO0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0566_STAMPING: 4320.966 E 18 1927
 LO0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0566+STABILITY: SURFACE MOTION
 LO0566
 LO0566  HISTORY     - Date     Condition        Report By
 LO0566  HISTORY     - 1927     MONUMENTED       CGS
 LO0566  HISTORY     - 1953     GOOD             CGS
 LO0566  HISTORY     - 1983     MARK NOT FOUND   NGS
 LO0566
 LO0566                          STATION DESCRIPTION
 LO0566
 LO0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LO0566'1.7 MI S FROM MURRAY.
 LO0566'1.7 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 LO0566'THE CITY POWER PLANT AT MURRAY, AT THE CROSSING OF 5900 SOUTH STREET,
 LO0566'100.8 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 35 FEET NORTH OF
 LO0566'THE CENTER LINE OF THE STREET, 23.9 FEET NORTHEAST OF THE NORTHEAST
 LO0566'CORNER OF THE NORTH HEAD WALL OF A 3- BY 2-FOOT CONCRETE BOX CULVERT,
 LO0566'19 FEET SOUTH OF A LARGE 5-FORKED COTTONWOOD TREE, 8 1/2 FEET EAST OF
 LO0566'A POWER LINE POLE, 2 FEET NORTHEAST OF A FENCE CORNER POST, 2.4 FEET
 LO0566'NORTHEAST OF A WITNESS POST, ABOUT 8 FEET LOWER THAN THE TRACK, AND
 LO0566'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 LO0566'GROUND.
 LO0566
 LO0566                          STATION RECOVERY (1983)
 LO0566
 LO0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LO0566'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0200 ***********************************************************************
 KO0200  DESIGNATION -  E 180
 KO0200  PID         -  KO0200
 KO0200  STATE/COUNTY-  UT/MILLARD
 KO0200  COUNTRY     -  US
 KO0200  USGS QUAD   -  SUNSTONE KNOLL (2017)
 KO0200
 KO0200                         *CURRENT SURVEY CONTROL
 KO0200  ______________________________________________________________________
 KO0200* NAD 83(1986) POSITION- 39 09 07.7    (N) 112 43 04.4    (W)   HD_HELD2
 KO0200* NAVD 88 ORTHO HEIGHT -  1395.024 (meters)     4576.84  (feet) ADJUSTED
 KO0200  ______________________________________________________________________
 KO0200  GEOID HEIGHT    -        -20.018 (meters)                     GEOID18
 KO0200  DYNAMIC HEIGHT  -       1393.704 (meters)     4572.51  (feet) COMP
 KO0200  MODELED GRAVITY -    979,632.9   (mgal)                       NAVD 88
 KO0200  OBS GRAVITY     -    979,631.5   (mgal)                       GRAV_OBS
 KO0200
 KO0200  VERT ORDER      -  FIRST     CLASS I
 KO0200
 KO0200.The horizontal coordinates were established by autonomous hand held GPS
 KO0200.observations and have an estimated accuracy of +/- 10 meters.
 KO0200
 KO0200.The orthometric height was determined by differential leveling and
 KO0200.adjusted by the NATIONAL GEODETIC SURVEY
 KO0200.in June 1991.
 KO0200
 KO0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0200.GEOID18 height accuracy estimate available here.
 KO0200
 KO0200.Click photographs - Photos may exist for this station.
 KO0200
 KO0200.The dynamic height is computed by dividing the NAVD 88
 KO0200.geopotential number by the normal gravity value computed on the
 KO0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0200.degrees latitude (g = 980.6199 gals.).
 KO0200
 KO0200.The modeled gravity was interpolated from observed gravity values.
 KO0200
 KO0200.The observed gravity was obtained from relative gravimeter ties
 KO0200.to the IGSN71 gravity network.
 KO0200
 KO0200;                    North         East    Units  Estimated Accuracy
 KO0200;SPC UT C     - 2,091,621.      394,731.      MT  (+/- 10 meters HH2 GPS)
 KO0200
 KO0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ5155935065(NAD 83)
 KO0200
 KO0200                          SUPERSEDED SURVEY CONTROL
 KO0200
 KO0200  NGVD 29 (??/??/92) 1393.92   (m)         4573.2    (f) COMPUTED    1 1
 KO0200
 KO0200.Superseded values are not recommended for survey control.
 KO0200
 KO0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0200.See file dsdata.pdf to determine how the superseded data were derived.
 KO0200
 KO0200_MARKER: DB = BENCH MARK DISK
 KO0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0200_STAMPING: E 180 1970
 KO0200_MARK LOGO: CGS
 KO0200_PROJECTION: PROJECTING
 KO0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0200+STABILITY: SURFACE MOTION
 KO0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0200+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2011
 KO0200
 KO0200  HISTORY     - Date     Condition        Report By
 KO0200  HISTORY     - 1970     MONUMENTED       NGS
 KO0200  HISTORY     - 20110929 GOOD             GEOCAC
 KO0200
 KO0200                          STATION DESCRIPTION
 KO0200
 KO0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0200'15.9 MI SW FROM DELTA.
 KO0200'15.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0200'AT DELTA, 1 1/2 FEET SOUTHWEST OF MILEPOLE 633.50, 88.5 FEET NORTHWEST
 KO0200'OF THE NORTHWEST RAIL, 21 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 KO0200'STATE HIGHWAY 257, 3.2 FEET SOUTHEAST OF A FENCE, 1.9 FEET NORTHEAST
 KO0200'OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE TRACK AND 1 FOOT
 KO0200'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KO0200'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KO0200
 KO0200                          STATION RECOVERY (2011)
 KO0200
 KO0200'RECOVERY NOTE BY GEOCACHING 2011 (BRB)
 KO0200'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0248 ***********************************************************************
 JO0248  DESIGNATION -  E 181
 JO0248  PID         -  JO0248
 JO0248  STATE/COUNTY-  UT/MILLARD
 JO0248  COUNTRY     -  US
 JO0248  USGS QUAD   -  CRUZ (2017)
 JO0248
 JO0248                         *CURRENT SURVEY CONTROL
 JO0248  ______________________________________________________________________
 JO0248* NAD 83(1986) POSITION- 38 52 03.     (N) 112 49 29.     (W)   SCALED
 JO0248* NAVD 88 ORTHO HEIGHT -  1460.587 (meters)     4791.94  (feet) ADJUSTED
 JO0248  ______________________________________________________________________
 JO0248  GEOID HEIGHT    -        -20.135 (meters)                     GEOID18
 JO0248  DYNAMIC HEIGHT  -       1459.154 (meters)     4787.24  (feet) COMP
 JO0248  MODELED GRAVITY -    979,596.0   (mgal)                       NAVD 88
 JO0248
 JO0248  VERT ORDER      -  FIRST     CLASS I
 JO0248
 JO0248.The horizontal coordinates were scaled from a map and have
 JO0248.an estimated accuracy of +/- 6 seconds.
 JO0248
 JO0248.The orthometric height was determined by differential leveling and
 JO0248.adjusted by the NATIONAL GEODETIC SURVEY
 JO0248.in June 1991.
 JO0248
 JO0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0248.GEOID18 height accuracy estimate available here.
 JO0248
 JO0248.Click photographs - Photos may exist for this station.
 JO0248
 JO0248.The dynamic height is computed by dividing the NAVD 88
 JO0248.geopotential number by the normal gravity value computed on the
 JO0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0248.degrees latitude (g = 980.6199 gals.).
 JO0248
 JO0248.The modeled gravity was interpolated from observed gravity values.
 JO0248
 JO0248;                    North         East    Units  Estimated Accuracy
 JO0248;SPC UT C     - 2,060,160.      385,030.      MT  (+/- 180 meters Scaled)
 JO0248
 JO0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ416036(NAD 83)
 JO0248
 JO0248                          SUPERSEDED SURVEY CONTROL
 JO0248
 JO0248  NGVD 29 (??/??/92) 1459.49   (m)         4788.3    (f) COMPUTED    1 1
 JO0248
 JO0248.Superseded values are not recommended for survey control.
 JO0248
 JO0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0248.See file dsdata.pdf to determine how the superseded data were derived.
 JO0248
 JO0248_MARKER: DB = BENCH MARK DISK
 JO0248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JO0248_SP_SET: ABUTMENT
 JO0248_STAMPING: E 181 1970
 JO0248_MARK LOGO: CGS
 JO0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0248
 JO0248  HISTORY     - Date     Condition        Report By
 JO0248  HISTORY     - 1970     MONUMENTED       NGS
 JO0248
 JO0248                          STATION DESCRIPTION
 JO0248
 JO0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0248'13.45 MI NE FROM BLACK ROCK.
 JO0248'13.45 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JO0248'STATION AT BLACK ROCK, 2-3/4 POLES SOUTH OF MILEPOLE 613, IN THE TOP
 JO0248'AND 1.9 FEET EAST OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF
 JO0248'BRIDGE 612.87, 5.6 FEET WEST OF THE WEST RAIL, AND ABOUT LEVEL WITH
 JO0248'THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0213 ***********************************************************************
 JO0213  DESIGNATION -  E 182
 JO0213  PID         -  JO0213
 JO0213  STATE/COUNTY-  UT/MILLARD
 JO0213  COUNTRY     -  US
 JO0213  USGS QUAD   -  BLACK ROCK (2017)
 JO0213
 JO0213                         *CURRENT SURVEY CONTROL
 JO0213  ______________________________________________________________________
 JO0213* NAD 83(1986) POSITION- 38 37 55.     (N) 112 59 02.     (W)   SCALED
 JO0213* NAVD 88 ORTHO HEIGHT -  1487.666 (meters)     4880.78  (feet) ADJUSTED
 JO0213  ______________________________________________________________________
 JO0213  GEOID HEIGHT    -        -20.611 (meters)                     GEOID18
 JO0213  DYNAMIC HEIGHT  -       1486.166 (meters)     4875.86  (feet) COMP
 JO0213  MODELED GRAVITY -    979,568.3   (mgal)                       NAVD 88
 JO0213
 JO0213  VERT ORDER      -  FIRST     CLASS I
 JO0213
 JO0213.The horizontal coordinates were scaled from a map and have
 JO0213.an estimated accuracy of +/- 6 seconds.
 JO0213
 JO0213.The orthometric height was determined by differential leveling and
 JO0213.adjusted by the NATIONAL GEODETIC SURVEY
 JO0213.in June 1991.
 JO0213
 JO0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0213.GEOID18 height accuracy estimate available here.
 JO0213
 JO0213.Click photographs - Photos may exist for this station.
 JO0213
 JO0213.The dynamic height is computed by dividing the NAVD 88
 JO0213.geopotential number by the normal gravity value computed on the
 JO0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0213.degrees latitude (g = 980.6199 gals.).
 JO0213
 JO0213.The modeled gravity was interpolated from observed gravity values.
 JO0213
 JO0213;                    North         East    Units  Estimated Accuracy
 JO0213;SPC UT C     - 2,034,230.      370,780.      MT  (+/- 180 meters Scaled)
 JO0213
 JO0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH273778(NAD 83)
 JO0213
 JO0213                          SUPERSEDED SURVEY CONTROL
 JO0213
 JO0213  NGVD 29 (??/??/92) 1486.350  (m)         4876.47   (f) ADJ UNCH    1 1
 JO0213
 JO0213.Superseded values are not recommended for survey control.
 JO0213
 JO0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0213.See file dsdata.pdf to determine how the superseded data were derived.
 JO0213
 JO0213_MARKER: DB = BENCH MARK DISK
 JO0213_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0213_SP_SET: CULVERT HEADWALL
 JO0213_STAMPING: E 182 1970
 JO0213_MARK LOGO: CGS
 JO0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0213+STABILITY: SURFACE MOTION
 JO0213
 JO0213  HISTORY     - Date     Condition        Report By
 JO0213  HISTORY     - 1970     MONUMENTED       NGS
 JO0213
 JO0213                          STATION DESCRIPTION
 JO0213
 JO0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0213'5.85 MI S FROM BLACK ROCK.
 JO0213'5.85 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JO0213'BLACK ROCK, 1 POLE NORTH OF MILEPOLE 593.50, IN THE TOP AND 0.9 FOOT
 JO0213'SOUTH OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF A DOUBLE
 JO0213'CONCRETE BOX CULVERT, 8.4 FEET WEST OF THE WEST RAIL, AND ABOUT 1/2
 JO0213'FOOT LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0332 ***********************************************************************
 JO0332  DESIGNATION -  E 183
 JO0332  PID         -  JO0332
 JO0332  STATE/COUNTY-  UT/BEAVER
 JO0332  COUNTRY     -  US
 JO0332  USGS QUAD   -  MILFORD (2017)
 JO0332
 JO0332                         *CURRENT SURVEY CONTROL
 JO0332  ______________________________________________________________________
 JO0332* NAD 83(1986) POSITION- 38 25 23.     (N) 113 05 35.     (W)   SCALED
 JO0332* NAVD 88 ORTHO HEIGHT -  1624.886 (meters)     5330.98  (feet) ADJUSTED
 JO0332  ______________________________________________________________________
 JO0332  GEOID HEIGHT    -        -20.890 (meters)                     GEOID18
 JO0332  DYNAMIC HEIGHT  -       1623.188 (meters)     5325.41  (feet) COMP
 JO0332  MODELED GRAVITY -    979,526.5   (mgal)                       NAVD 88
 JO0332
 JO0332  VERT ORDER      -  FIRST     CLASS I
 JO0332
 JO0332.The horizontal coordinates were scaled from a map and have
 JO0332.an estimated accuracy of +/- 6 seconds.
 JO0332
 JO0332.The orthometric height was determined by differential leveling and
 JO0332.adjusted by the NATIONAL GEODETIC SURVEY
 JO0332.in June 1991.
 JO0332
 JO0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0332.GEOID18 height accuracy estimate available here.
 JO0332
 JO0332.Click photographs - Photos may exist for this station.
 JO0332
 JO0332.The dynamic height is computed by dividing the NAVD 88
 JO0332.geopotential number by the normal gravity value computed on the
 JO0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0332.degrees latitude (g = 980.6199 gals.).
 JO0332
 JO0332.The modeled gravity was interpolated from observed gravity values.
 JO0332
 JO0332;                    North         East    Units  Estimated Accuracy
 JO0332;SPC UT S     - 3,196,120.      360,890.      MT  (+/- 180 meters Scaled)
 JO0332
 JO0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH172548(NAD 83)
 JO0332
 JO0332                          SUPERSEDED SURVEY CONTROL
 JO0332
 JO0332.No superseded survey control is available for this station.
 JO0332
 JO0332_MARKER: DB = BENCH MARK DISK
 JO0332_SETTING: 66 = SET IN ROCK OUTCROP
 JO0332_STAMPING: E 183 1970
 JO0332_MARK LOGO: CGS
 JO0332_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0332+STABILITY: POSITION/ELEVATION WELL
 JO0332
 JO0332  HISTORY     - Date     Condition        Report By
 JO0332  HISTORY     - 1970     MONUMENTED       NGS
 JO0332  HISTORY     - 1984     GOOD             NGS
 JO0332  HISTORY     - 1984     GOOD             NGS
 JO0332
 JO0332                          STATION DESCRIPTION
 JO0332
 JO0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0332'5.15 MI NW FROM MILFORD.
 JO0332'4.9 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF MAIN
 JO0332'STREET AT MILFORD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, AT THE
 JO0332'SOUTHWEST BASE OF A ROCKY HILL, ON THE EAST BANK OF A DRY WASH, IN THE
 JO0332'TOP OF A LARGE ROCK OUTCROP WHICH PROJECTS ABOUT 3 FEET ABOVE THE
 JO0332'GROUND, 115 FEET EAST OF THE CENTER LINE OF THE ROAD, 38 FEET EAST OF
 JO0332'THE CENTER OF THE WASH, 46.2 FEET NORTH-NORTHWEST OF BENCH MARK D 183,
 JO0332'85.5 FEET WEST OF BENCH MARK F 183, AND ABOUT LEVEL WITH THE ROAD.
 JO0332'SECTION 33, T27S, R11W.
 JO0332
 JO0332                          STATION RECOVERY (1984)
 JO0332
 JO0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0332'RECOVERED IN GOOD CONDITION.  THE 1970 DESCRIPTION IS ADEQUATE EXCEPT
 JO0332'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 JO0332
 JO0332                          STATION RECOVERY (1984)
 JO0332
 JO0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0332'RECOVERED IN GOOD CONDITION.  THE 1970 DESCRIPTION IS ADEQUATE EXCEPT
 JO0332'7.62 KM (4.73 MI) WEST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION WITH
 JO0332'STATE HIGHWAY 257 AT MILFORD, THENCE 0.44 KM (0.27 MI) NORTHWEST ALONG
 JO0332'A TRACK ROAD.
 JO0332'THE MARK IS ABOVE LEVEL WITH WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0304 ***********************************************************************
 JM0304  DESIGNATION -  E 19
 JM0304  PID         -  JM0304
 JM0304  STATE/COUNTY-  UT/GRAND
 JM0304  COUNTRY     -  US
 JM0304  USGS QUAD   -  MERRIMAC BUTTE (2017)
 JM0304
 JM0304                         *CURRENT SURVEY CONTROL
 JM0304  ______________________________________________________________________
 JM0304* NAD 83(1986) POSITION- 38 40 41.     (N) 109 41 25.     (W)   SCALED
 JM0304* NAVD 88 ORTHO HEIGHT -  1386.573 (meters)     4549.11  (feet) ADJUSTED
 JM0304  ______________________________________________________________________
 JM0304  GEOID HEIGHT    -        -20.723 (meters)                     GEOID18
 JM0304  DYNAMIC HEIGHT  -       1385.144 (meters)     4544.43  (feet) COMP
 JM0304  MODELED GRAVITY -    979,550.0   (mgal)                       NAVD 88
 JM0304
 JM0304  VERT ORDER      -  FIRST     CLASS II
 JM0304
 JM0304.The horizontal coordinates were scaled from a map and have
 JM0304.an estimated accuracy of +/- 6 seconds.
 JM0304
 JM0304.The orthometric height was determined by differential leveling and
 JM0304.adjusted by the NATIONAL GEODETIC SURVEY
 JM0304.in June 1991.
 JM0304
 JM0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0304.GEOID18 height accuracy estimate available here.
 JM0304
 JM0304.Click photographs - Photos may exist for this station.
 JM0304
 JM0304.The dynamic height is computed by dividing the NAVD 88
 JM0304.geopotential number by the normal gravity value computed on the
 JM0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0304.degrees latitude (g = 980.6199 gals.).
 JM0304
 JM0304.The modeled gravity was interpolated from observed gravity values.
 JM0304
 JM0304;                    North         East    Units  Estimated Accuracy
 JM0304;SPC UT C     - 2,039,870.      657,480.      MT  (+/- 180 meters Scaled)
 JM0304
 JM0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH139818(NAD 83)
 JM0304
 JM0304                          SUPERSEDED SURVEY CONTROL
 JM0304
 JM0304  NGVD 29 (??/??/92) 1385.562  (m)         4545.80   (f) ADJ UNCH    1 2
 JM0304
 JM0304.Superseded values are not recommended for survey control.
 JM0304
 JM0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0304.See file dsdata.pdf to determine how the superseded data were derived.
 JM0304
 JM0304_MARKER: DB = BENCH MARK DISK
 JM0304_SETTING: 66 = SET IN ROCK OUTCROP
 JM0304_STAMPING: 4545.798 E 19 1933
 JM0304_MARK LOGO: CGS
 JM0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0304+STABILITY: POSITION/ELEVATION WELL
 JM0304
 JM0304  HISTORY     - Date     Condition        Report By
 JM0304  HISTORY     - 1933     MONUMENTED       CGS
 JM0304  HISTORY     - 1951     MARK NOT FOUND   CGS
 JM0304  HISTORY     - 20091122 MARK NOT FOUND   GEOCAC
 JM0304
 JM0304                          STATION DESCRIPTION
 JM0304
 JM0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JM0304'11.7 MI N FROM MOAB.
 JM0304'11.7 MILES NORTH ALONG U.S. HIGHWAY 160 FROM THE COURTHOUSE AT MOAB,
 JM0304'GRAND COUNTY, 0.6 MILE NORTH OF SEVEN MILE WASH, 60 FEET NORTH OF THE
 JM0304'SOUTH EDGE OF A GROUP OF SANDSTONE OUTCROPS, 12 FEET SOUTHWEST OF A
 JM0304'ROCK CAIRN (PROBABLY A CORNER LOCATION), 65 FEET SOUTHWEST OF THE
 JM0304'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF THE NORTHEAST END OF A
 JM0304'SANDSTONE OUTCROP 50 FEET LONG AND 6 FEET WIDE.  A STANDARD DISK,
 JM0304'STAMPED 4545.798 E 19 1933.
 JM0304
 JM0304                          STATION RECOVERY (2009)
 JM0304
 JM0304'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0304'US 191 HAS BEEN WIDENED AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0010 ***********************************************************************
 LP0010  DESIGNATION -  E 2
 LP0010  PID         -  LP0010
 LP0010  STATE/COUNTY-  UT/SALT LAKE
 LP0010  COUNTRY     -  US
 LP0010  USGS QUAD   -  FARNSWORTH PEAK (2017)
 LP0010
 LP0010                         *CURRENT SURVEY CONTROL
 LP0010  ______________________________________________________________________
 LP0010* NAD 83(1986) POSITION- 40 44 30.     (N) 112 09 40.     (W)   SCALED
 LP0010* NAVD 88 ORTHO HEIGHT -  1293.311 (meters)     4243.14  (feet) POSTED
 LP0010  ______________________________________________________________________
 LP0010  GEOID HEIGHT    -        -17.224 (meters)                     GEOID18
 LP0010  DYNAMIC HEIGHT  -       1292.32  (meters)     4239.9   (feet) COMP
 LP0010  MODELED GRAVITY -    979,817.2   (mgal)                       NAVD 88
 LP0010
 LP0010  VERT ORDER      -  * POSTED, SEE BELOW
 LP0010
 LP0010.The horizontal coordinates were scaled from a map and have
 LP0010.an estimated accuracy of +/- 6 seconds.
 LP0010
 LP0010.The orthometric height was determined by differential leveling
 LP0010.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LP0010
 LP0010.* This is a POSTED BENCH MARK height.
 LP0010
 LP0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0010.GEOID18 height accuracy estimate available here.
 LP0010
 LP0010.Click photographs - Photos may exist for this station.
 LP0010
 LP0010.The dynamic height is computed by dividing the NAVD 88
 LP0010.geopotential number by the normal gravity value computed on the
 LP0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0010.degrees latitude (g = 980.6199 gals.).
 LP0010
 LP0010.The modeled gravity was interpolated from observed gravity values.
 LP0010
 LP0010;                    North         East    Units  Estimated Accuracy
 LP0010;SPC UT C     - 2,267,590.      444,160.      MT  (+/- 180 meters Scaled)
 LP0010
 LP0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL019107(NAD 83)
 LP0010
 LP0010                          SUPERSEDED SURVEY CONTROL
 LP0010
 LP0010  NGVD 29 (??/??/92) 1292.330  (m)         4239.92   (f) ADJ UNCH    1 2
 LP0010
 LP0010.Superseded values are not recommended for survey control.
 LP0010
 LP0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0010.See file dsdata.pdf to determine how the superseded data were derived.
 LP0010
 LP0010_MARKER: DB = BENCH MARK DISK
 LP0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LP0010_SP_SET: BUILDING
 LP0010_STAMPING: ELEV. 4239.919 FT.
 LP0010_MARK LOGO: CGS
 LP0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0010
 LP0010  HISTORY     - Date     Condition        Report By
 LP0010  HISTORY     - 1908     MONUMENTED       CGS
 LP0010  HISTORY     - 1934     GOOD             CGS
 LP0010
 LP0010                          STATION DESCRIPTION
 LP0010
 LP0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0010'IN GARFIELD.
 LP0010'AT GARFIELD, SALT LAKE COUNTY, AT THE CONCRETE BUILDING OCCUPIED IN
 LP0010'1934 BY THE POST OFFICE, AT THE NORTHEAST CORNER OF THE BUILDING, IN
 LP0010'THE NORTH WALL, ABOUT 2 FEET FROM THE CORNER, AND ABOUT 4-1/2 FEET
 LP0010'ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED ELEV. 4239.919 FT. AND
 LP0010'SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0257 ***********************************************************************
 JM0257  DESIGNATION -  E 21
 JM0257  PID         -  JM0257
 JM0257  STATE/COUNTY-  UT/SAN JUAN
 JM0257  COUNTRY     -  US
 JM0257  USGS QUAD   -  CHURCH ROCK (2017)
 JM0257
 JM0257                         *CURRENT SURVEY CONTROL
 JM0257  ______________________________________________________________________
 JM0257* NAD 83(1986) POSITION- 38 06 03.     (N) 109 21 42.     (W)   SCALED
 JM0257* NAVD 88 ORTHO HEIGHT -  1865.362 (meters)     6119.94  (feet) ADJUSTED
 JM0257  ______________________________________________________________________
 JM0257  GEOID HEIGHT    -        -18.862 (meters)                     GEOID18
 JM0257  DYNAMIC HEIGHT  -       1863.271 (meters)     6113.08  (feet) COMP
 JM0257  MODELED GRAVITY -    979,441.8   (mgal)                       NAVD 88
 JM0257
 JM0257  VERT ORDER      -  FIRST     CLASS II
 JM0257
 JM0257.The horizontal coordinates were scaled from a map and have
 JM0257.an estimated accuracy of +/- 6 seconds.
 JM0257
 JM0257.The orthometric height was determined by differential leveling and
 JM0257.adjusted by the NATIONAL GEODETIC SURVEY
 JM0257.in June 1991.
 JM0257
 JM0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0257.GEOID18 height accuracy estimate available here.
 JM0257
 JM0257.Click photographs - Photos may exist for this station.
 JM0257
 JM0257.The dynamic height is computed by dividing the NAVD 88
 JM0257.geopotential number by the normal gravity value computed on the
 JM0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0257.degrees latitude (g = 980.6199 gals.).
 JM0257
 JM0257.The modeled gravity was interpolated from observed gravity values.
 JM0257
 JM0257;                    North         East    Units  Estimated Accuracy
 JM0257;SPC UT S     - 3,161,320.      687,540.      MT  (+/- 180 meters Scaled)
 JM0257
 JM0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH436182(NAD 83)
 JM0257
 JM0257                          SUPERSEDED SURVEY CONTROL
 JM0257
 JM0257  NGVD 29 (??/??/92) 1864.309  (m)         6116.49   (f) ADJ UNCH    1 2
 JM0257
 JM0257.Superseded values are not recommended for survey control.
 JM0257
 JM0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0257.See file dsdata.pdf to determine how the superseded data were derived.
 JM0257
 JM0257_MARKER: DB = BENCH MARK DISK
 JM0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0257_STAMPING: 6116.487 E 21 1933
 JM0257_MARK LOGO: CGS
 JM0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0257+STABILITY: SURFACE MOTION
 JM0257
 JM0257  HISTORY     - Date     Condition        Report By
 JM0257  HISTORY     - 1933     MONUMENTED       CGS
 JM0257  HISTORY     - 1934     GOOD             CGS
 JM0257  HISTORY     - 1982     GOOD             USGS
 JM0257
 JM0257                          STATION DESCRIPTION
 JM0257
 JM0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0257'16.5 MI N FROM MONTICELLO.
 JM0257'16.5 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 JM0257'MONTICELLO, SAN JUAN COUNTY, NEAR THE TOP OF A LONG GRADE, BETWEEN TWO
 JM0257'LARGE SANDSTONE KNOLLS (ONE ON EACH SIDE OF THE HIGHWAY), 75 FEET EAST
 JM0257'OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTH OF A POLE.  A
 JM0257'STANDARD DISK, STAMPED 6116.487 E 21 1933 AND SET IN THE TOP OF A
 JM0257'CONCRETE POST.
 JM0257
 JM0257                          STATION RECOVERY (1982)
 JM0257
 JM0257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0257'LASAL JUNCTION, 15 MILES SOUTHEAST OF, 14.9 MILES SOUTH ALONG U.S.
 JM0257'HWY. 191 FROM LA SAL JUNCTION, BETWEEN TWO LARGE SANDSTONE KNOLLS
 JM0257'KNOWN AS THE GAP. 190 FT. WEST OF HWY., 70 FT. EAST CENTERLINE OF OLD
 JM0257'HWY. A STANDARD DISK STAMPED 6116.587 E-21 1933 AND SET IN A CONCRETE
 JM0257'POST PROJECTING 0.5 FT. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0232 ***********************************************************************
 HM0232  DESIGNATION -  E 23
 HM0232  PID         -  HM0232
 HM0232  STATE/COUNTY-  UT/SAN JUAN
 HM0232  COUNTRY     -  US
 HM0232  USGS QUAD   -  BIG BENCH (2017)
 HM0232
 HM0232                         *CURRENT SURVEY CONTROL
 HM0232  ______________________________________________________________________
 HM0232* NAD 83(1986) POSITION- 37 24 08.1    (N) 109 29 32.3    (W)   HD_HELD2
 HM0232* NAVD 88 ORTHO HEIGHT -  1520.435 (meters)     4988.29  (feet) ADJUSTED
 HM0232  ______________________________________________________________________
 HM0232  GEOID HEIGHT    -        -20.664 (meters)                     GEOID18
 HM0232  DYNAMIC HEIGHT  -       1518.706 (meters)     4982.62  (feet) COMP
 HM0232  MODELED GRAVITY -    979,440.3   (mgal)                       NAVD 88
 HM0232
 HM0232  VERT ORDER      -  FIRST     CLASS II
 HM0232
 HM0232.The horizontal coordinates were established by autonomous hand held GPS
 HM0232.observations and have an estimated accuracy of +/- 10 meters.
 HM0232
 HM0232.The orthometric height was determined by differential leveling and
 HM0232.adjusted by the NATIONAL GEODETIC SURVEY
 HM0232.in June 1991.
 HM0232
 HM0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0232.GEOID18 height accuracy estimate available here.
 HM0232
 HM0232.Click photographs - Photos may exist for this station.
 HM0232
 HM0232.The dynamic height is computed by dividing the NAVD 88
 HM0232.geopotential number by the normal gravity value computed on the
 HM0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0232.degrees latitude (g = 980.6199 gals.).
 HM0232
 HM0232.The modeled gravity was interpolated from observed gravity values.
 HM0232
 HM0232;                    North         East    Units  Estimated Accuracy
 HM0232;SPC UT S     - 3,083,545.      677,744.      MT  (+/- 10 meters HH2 GPS)
 HM0232
 HM0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3344240563(NAD 83)
 HM0232
 HM0232                          SUPERSEDED SURVEY CONTROL
 HM0232
 HM0232  NGVD 29 (??/??/92) 1519.433  (m)         4985.01   (f) ADJ UNCH    1 2
 HM0232
 HM0232.Superseded values are not recommended for survey control.
 HM0232
 HM0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0232.See file dsdata.pdf to determine how the superseded data were derived.
 HM0232
 HM0232_MARKER: DB = BENCH MARK DISK
 HM0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0232_STAMPING: 4985.006 E 23 1933
 HM0232_MARK LOGO: CGS
 HM0232_PROJECTION: PROJECTING 15 CENTIMETERS
 HM0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0232+STABILITY: SURFACE MOTION
 HM0232
 HM0232  HISTORY     - Date     Condition        Report By
 HM0232  HISTORY     - 1933     MONUMENTED       CGS
 HM0232  HISTORY     - 1962     GOOD             USGS
 HM0232  HISTORY     - 1983     GOOD             NGS
 HM0232
 HM0232                          STATION DESCRIPTION
 HM0232
 HM0232'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HM0232'9.3 MI N FROM BLUFF.
 HM0232'9.3 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT BLUFF,
 HM0232'SAN JUAN COUNTY, AT THE BOTTOM OF A LARGE SWALE, 170 FEET EAST OF A
 HM0232'GALVANIZED CULVERT, 50 YARDS NORTH OF THE HEAD OF A SHARP RAVINE, 130
 HM0232'FEET SOUTHEAST OF THE CENTERLINE OF THE NEW HIGHWAY, 10 FEET WEST OF
 HM0232'THE CENTERLINE OF THE OLD HIGHWAY.  A STANDARD DISK, STAMPED 4985.006
 HM0232'E 23 1933 AND SET IN THE TOP OF A CONCRETE POST.
 HM0232
 HM0232                          STATION RECOVERY (1983)
 HM0232
 HM0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0232'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  15.4 KM
 HM0232'(9.55 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST OFFICE IN
 HM0232'BLUFF, 0.7 KM (0.45 MI) NORTHEAST OF THE JUNCTION OF COUNTY ROAD 247,
 HM0232'0.4 KM (0.25 MI) SOUTHWEST OF MILEPOST 35, 51.8 METERS (170.0 FT) EAST
 HM0232'OF THE EAST END OF A 36-INCH CULVERT, 39.7 METERS (130.2 FT) SOUTHEAST
 HM0232'OF THE CENTERLINE OF THE HIGHWAY, AND 29.3 METERS (96.1 FT) SOUTHEAST
 HM0232'OF A FENCE.
 HM0232'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 HM0232'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0196 ***********************************************************************
 JO0196  DESIGNATION -  E 231
 JO0196  PID         -  JO0196
 JO0196  STATE/COUNTY-  UT/BEAVER
 JO0196  COUNTRY     -  US
 JO0196  USGS QUAD   -  BLACK RIDGE (2017)
 JO0196
 JO0196                         *CURRENT SURVEY CONTROL
 JO0196  ______________________________________________________________________
 JO0196* NAD 83(1986) POSITION- 38 16 26.     (N) 112 33 12.     (W)   SCALED
 JO0196* NAVD 88 ORTHO HEIGHT -  1917.945 (meters)     6292.46  (feet) ADJUSTED
 JO0196  ______________________________________________________________________
 JO0196  GEOID HEIGHT    -        -19.713 (meters)                     GEOID18
 JO0196  DYNAMIC HEIGHT  -       1915.625 (meters)     6284.85  (feet) COMP
 JO0196  MODELED GRAVITY -    979,352.6   (mgal)                       NAVD 88
 JO0196
 JO0196  VERT ORDER      -  SECOND    CLASS 0
 JO0196
 JO0196.The horizontal coordinates were scaled from a map and have
 JO0196.an estimated accuracy of +/- 6 seconds.
 JO0196
 JO0196.The orthometric height was determined by differential leveling and
 JO0196.adjusted by the NATIONAL GEODETIC SURVEY
 JO0196.in June 1991.
 JO0196
 JO0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0196.GEOID18 height accuracy estimate available here.
 JO0196
 JO0196.Click photographs - Photos may exist for this station.
 JO0196
 JO0196.The dynamic height is computed by dividing the NAVD 88
 JO0196.geopotential number by the normal gravity value computed on the
 JO0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0196.degrees latitude (g = 980.6199 gals.).
 JO0196
 JO0196.The modeled gravity was interpolated from observed gravity values.
 JO0196
 JO0196;                    North         East    Units  Estimated Accuracy
 JO0196;SPC UT S     - 3,178,900.      407,830.      MT  (+/- 180 meters Scaled)
 JO0196
 JO0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH641373(NAD 83)
 JO0196
 JO0196                          SUPERSEDED SURVEY CONTROL
 JO0196
 JO0196  NGVD 29 (??/??/92) 1916.584  (m)         6287.99   (f) ADJ UNCH    2 0
 JO0196
 JO0196.Superseded values are not recommended for survey control.
 JO0196
 JO0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0196.See file dsdata.pdf to determine how the superseded data were derived.
 JO0196
 JO0196_MARKER: DB = BENCH MARK DISK
 JO0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0196_STAMPING: E 231 1935
 JO0196_MARK LOGO: CGS
 JO0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0196+STABILITY: SURFACE MOTION
 JO0196
 JO0196  HISTORY     - Date     Condition        Report By
 JO0196  HISTORY     - 1935     MONUMENTED       CGS
 JO0196  HISTORY     - 1954     MARK NOT FOUND   USGS
 JO0196  HISTORY     - 1984     MARK NOT FOUND   USGS
 JO0196
 JO0196                          STATION DESCRIPTION
 JO0196
 JO0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0196'5.0 MI E FROM BEAVER.
 JO0196'ABOUT 5.0 MILES EAST ALONG STATE HIGHWAY 21 FROM BEAVER, BEAVER
 JO0196'COUNTY, BETWEEN TWO CURVES, 37 FEET SOUTHWEST OF THE CENTER LINE OF
 JO0196'THE HIGHWAY, AND 10 FEET SOUTH OF A ROW OF POLES.  A STANDARD DISK,
 JO0196'STAMPED E 231 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JO0196
 JO0196                          STATION RECOVERY (1954)
 JO0196
 JO0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JO0196'MARK NOT FOUND.
 JO0196
 JO0196                          STATION RECOVERY (1984)
 JO0196
 JO0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JO0196'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0130 ***********************************************************************
 JO0130  DESIGNATION -  E 232 RESET
 JO0130  PID         -  JO0130
 JO0130  STATE/COUNTY-  UT/PIUTE
 JO0130  COUNTRY     -  US
 JO0130  USGS QUAD   -  DELANO PEAK (2017)
 JO0130
 JO0130                         *CURRENT SURVEY CONTROL
 JO0130  ______________________________________________________________________
 JO0130* NAD 83(1986) POSITION- 38 15 19.     (N) 112 19 04.     (W)   SCALED
 JO0130* NAVD 88 ORTHO HEIGHT -  2644.92  (+/-2cm)     8677.5   (feet) VERTCON3
 JO0130  ______________________________________________________________________
 JO0130  GEOID HEIGHT    -        -19.062 (meters)                     GEOID18
 JO0130  VERT ORDER      -  THIRD (See Below)
 JO0130
 JO0130.The horizontal coordinates were scaled from a map and have
 JO0130.an estimated accuracy of +/- 6 seconds.
 JO0130
 JO0130.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0130
 JO0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0130.GEOID18 height accuracy estimate available here.
 JO0130
 JO0130.The vertical order pertains to the NGVD 29 superseded value.
 JO0130
 JO0130.Click photographs - Photos may exist for this station.
 JO0130
 JO0130;                    North         East    Units  Estimated Accuracy
 JO0130;SPC UT S     - 3,176,630.      428,420.      MT  (+/- 180 meters Scaled)
 JO0130
 JO0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH847349(NAD 83)
 JO0130
 JO0130                          SUPERSEDED SURVEY CONTROL
 JO0130
 JO0130  NGVD 29 (07/25/12) 2643.52   (m)         8672.9    (f) RESET       3  
 JO0130
 JO0130.Superseded values are not recommended for survey control.
 JO0130
 JO0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0130.See file dsdata.pdf to determine how the superseded data were derived.
 JO0130
 JO0130_MARKER: DB = BENCH MARK DISK
 JO0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0130_STAMPING: E 232 RESET 1936
 JO0130_MARK LOGO: CGS
 JO0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0130+STABILITY: SURFACE MOTION
 JO0130
 JO0130  HISTORY     - Date     Condition        Report By
 JO0130  HISTORY     - 1935     MONUMENTED       USFS
 JO0130
 JO0130                          STATION DESCRIPTION
 JO0130
 JO0130'DESCRIBED BY US FOREST SERVICE 1935
 JO0130'8.4 MI NW FROM JUNCTION.
 JO0130'8.4 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM JUNCTION, PIUTE
 JO0130'COUNTY, AT A HIGH HILL, AT A CURVE, AND ABOUT 165 FEET NORTHWEST OF
 JO0130'THE CENTER LINE OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0159 ***********************************************************************
 KN0159  DESIGNATION -  E 239
 KN0159  PID         -  KN0159
 KN0159  STATE/COUNTY-  UT/CARBON
 KN0159  COUNTRY     -  US
 KN0159  USGS QUAD   -  COLTON (2017)
 KN0159
 KN0159                         *CURRENT SURVEY CONTROL
 KN0159  ______________________________________________________________________
 KN0159* NAD 83(1986) POSITION- 39 47 05.     (N) 111 07 07.     (W)   SCALED
 KN0159* NAVD 88 ORTHO HEIGHT -  2328.954 (meters)     7640.91  (feet) ADJUSTED
 KN0159  ______________________________________________________________________
 KN0159  GEOID HEIGHT    -        -15.886 (meters)                     GEOID18
 KN0159  DYNAMIC HEIGHT  -       2326.441 (meters)     7632.67  (feet) COMP
 KN0159  MODELED GRAVITY -    979,463.0   (mgal)                       NAVD 88
 KN0159
 KN0159  VERT ORDER      -  SECOND    CLASS 0
 KN0159
 KN0159.The horizontal coordinates were scaled from a map and have
 KN0159.an estimated accuracy of +/- 6 seconds.
 KN0159
 KN0159.The orthometric height was determined by differential leveling and
 KN0159.adjusted by the NATIONAL GEODETIC SURVEY
 KN0159.in June 1991.
 KN0159
 KN0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0159.GEOID18 height accuracy estimate available here.
 KN0159
 KN0159.Click photographs - Photos may exist for this station.
 KN0159
 KN0159.The dynamic height is computed by dividing the NAVD 88
 KN0159.geopotential number by the normal gravity value computed on the
 KN0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0159.degrees latitude (g = 980.6199 gals.).
 KN0159
 KN0159.The modeled gravity was interpolated from observed gravity values.
 KN0159
 KN0159;                    North         East    Units  Estimated Accuracy
 KN0159;SPC UT C     - 2,161,200.      532,670.      MT  (+/- 180 meters Scaled)
 KN0159
 KN0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK898038(NAD 83)
 KN0159
 KN0159                          SUPERSEDED SURVEY CONTROL
 KN0159
 KN0159  NGVD 29 (??/??/92) 2327.653  (m)         7636.64   (f) ADJ UNCH    2 0
 KN0159
 KN0159.Superseded values are not recommended for survey control.
 KN0159
 KN0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0159.See file dsdata.pdf to determine how the superseded data were derived.
 KN0159
 KN0159_MARKER: DB = BENCH MARK DISK
 KN0159_SETTING: 66 = SET IN ROCK OUTCROP
 KN0159_STAMPING: E 239 1935
 KN0159_MARK LOGO: CGS
 KN0159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0159+STABILITY: POSITION/ELEVATION WELL
 KN0159
 KN0159  HISTORY     - Date     Condition        Report By
 KN0159  HISTORY     - 1935     MONUMENTED       CGS
 KN0159  HISTORY     - 1974     MARK NOT FOUND   USGS
 KN0159
 KN0159                          STATION DESCRIPTION
 KN0159
 KN0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0159'5.5 MI NE FROM SCOFIELD.
 KN0159'ABOUT 5.5 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 KN0159'RAILROAD FROM SCOFIELD, CARBON COUNTY, ABOUT 66 RAILS EAST OF FISH
 KN0159'CREEK DAM, AT THE SOUTHWEST END OF A LARGE FILL, ABOUT 22 YARDS SOUTH
 KN0159'OF THE CENTER LINE OF THE TRACK, ABOUT 9 YARDS WEST OF A 12-INCH
 KN0159'SPRUCE TREE, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK,
 KN0159'STAMPED E 239 1935.
 KN0159
 KN0159                          STATION RECOVERY (1974)
 KN0159
 KN0159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KN0159'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0158 ***********************************************************************
 JN0158  DESIGNATION -  E 25
 JN0158  PID         -  JN0158
 JN0158  STATE/COUNTY-  UT/WAYNE
 JN0158  COUNTRY     -  US
 JN0158  USGS QUAD   -  CAINEVILLE (2017)
 JN0158
 JN0158                         *CURRENT SURVEY CONTROL
 JN0158  ______________________________________________________________________
 JN0158* NAD 83(1986) POSITION- 38 15 21.     (N) 111 05 41.     (W)   SCALED
 JN0158* NAVD 88 ORTHO HEIGHT -  1543.944 (meters)     5065.42  (feet) ADJUSTED
 JN0158  ______________________________________________________________________
 JN0158  GEOID HEIGHT    -        -19.545 (meters)                     GEOID18
 JN0158  DYNAMIC HEIGHT  -       1542.309 (meters)     5060.06  (feet) COMP
 JN0158  MODELED GRAVITY -    979,516.1   (mgal)                       NAVD 88
 JN0158
 JN0158  VERT ORDER      -  FIRST     CLASS II
 JN0158
 JN0158.The horizontal coordinates were scaled from a map and have
 JN0158.an estimated accuracy of +/- 6 seconds.
 JN0158
 JN0158.The orthometric height was determined by differential leveling and
 JN0158.adjusted by the NATIONAL GEODETIC SURVEY
 JN0158.in June 1991.
 JN0158
 JN0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0158.GEOID18 height accuracy estimate available here.
 JN0158
 JN0158.Click photographs - Photos may exist for this station.
 JN0158
 JN0158.The dynamic height is computed by dividing the NAVD 88
 JN0158.geopotential number by the normal gravity value computed on the
 JN0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0158.degrees latitude (g = 980.6199 gals.).
 JN0158
 JN0158.The modeled gravity was interpolated from observed gravity values.
 JN0158
 JN0158;                    North         East    Units  Estimated Accuracy
 JN0158;SPC UT S     - 3,176,450.      535,470.      MT  (+/- 180 meters Scaled)
 JN0158
 JN0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH917342(NAD 83)
 JN0158
 JN0158                          SUPERSEDED SURVEY CONTROL
 JN0158
 JN0158  NGVD 29 (??/??/92) 1542.857  (m)         5061.86   (f) ADJ UNCH    1 2
 JN0158
 JN0158.Superseded values are not recommended for survey control.
 JN0158
 JN0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0158.See file dsdata.pdf to determine how the superseded data were derived.
 JN0158
 JN0158_MARKER: DB = BENCH MARK DISK
 JN0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0158_STAMPING: E 25 1934
 JN0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0158+STABILITY: SURFACE MOTION
 JN0158
 JN0158  HISTORY     - Date     Condition        Report By
 JN0158  HISTORY     - 1934     MONUMENTED       CGS
 JN0158
 JN0158                          STATION DESCRIPTION
 JN0158
 JN0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0158'7.8 MI W FROM CAINEVILLE.
 JN0158'7.8 MILES WEST ALONG STATE HIGHWAY 24 FROM THE PUBLIC SCHOOL AT
 JN0158'CAINEVILLE, WAYNE COUNTY, 405 FEET WEST OF A SHARP CURVE IN THE
 JN0158'HIGHWAY, AND 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A
 JN0158'STANDARD DISK, STAMPED E 25 1934 AND SET IN THE TOP OF A CONCRETE
 JN0158'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0127 ***********************************************************************
 KM0127  DESIGNATION -  E 26
 KM0127  PID         -  KM0127
 KM0127  STATE/COUNTY-  UT/UINTAH
 KM0127  COUNTRY     -  US
 KM0127  USGS QUAD   -  RAINBOW (2017)
 KM0127
 KM0127                         *CURRENT SURVEY CONTROL
 KM0127  ______________________________________________________________________
 KM0127* NAD 83(1986) POSITION- 39 51 03.     (N) 109 08 44.     (W)   SCALED
 KM0127* NAVD 88 ORTHO HEIGHT -  1663.231 (meters)     5456.78  (feet) ADJUSTED
 KM0127  ______________________________________________________________________
 KM0127  GEOID HEIGHT    -        -16.879 (meters)                     GEOID18
 KM0127  DYNAMIC HEIGHT  -       1661.624 (meters)     5451.51  (feet) COMP
 KM0127  MODELED GRAVITY -    979,601.9   (mgal)                       NAVD 88
 KM0127
 KM0127  VERT ORDER      -  FIRST     CLASS II
 KM0127
 KM0127.The horizontal coordinates were scaled from a map and have
 KM0127.an estimated accuracy of +/- 6 seconds.
 KM0127
 KM0127.The orthometric height was determined by differential leveling and
 KM0127.adjusted by the NATIONAL GEODETIC SURVEY
 KM0127.in June 1991.
 KM0127
 KM0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0127.GEOID18 height accuracy estimate available here.
 KM0127
 KM0127.Click photographs - Photos may exist for this station.
 KM0127
 KM0127.The dynamic height is computed by dividing the NAVD 88
 KM0127.geopotential number by the normal gravity value computed on the
 KM0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0127.degrees latitude (g = 980.6199 gals.).
 KM0127
 KM0127.The modeled gravity was interpolated from observed gravity values.
 KM0127
 KM0127;                    North         East    Units  Estimated Accuracy
 KM0127;SPC UT C     - 2,171,120.      701,450.      MT  (+/- 180 meters Scaled)
 KM0127
 KM0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK586128(NAD 83)
 KM0127
 KM0127                          SUPERSEDED SURVEY CONTROL
 KM0127
 KM0127  NGVD 29 (??/??/92) 1661.988  (m)         5452.71   (f) ADJ UNCH    1 2
 KM0127
 KM0127.Superseded values are not recommended for survey control.
 KM0127
 KM0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0127.See file dsdata.pdf to determine how the superseded data were derived.
 KM0127
 KM0127_MARKER: DB = BENCH MARK DISK
 KM0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KM0127_SP_SET: CISTERN
 KM0127_STAMPING: 5452.706 E 26 1933
 KM0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0127
 KM0127  HISTORY     - Date     Condition        Report By
 KM0127  HISTORY     - 1933     MONUMENTED       CGS
 KM0127
 KM0127                          STATION DESCRIPTION
 KM0127
 KM0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KM0127'2.6 MI SE FROM WATSON.
 KM0127'ABOUT 2.6 MILES SOUTHEAST ALONG THE UINTAH RAILWAY FROM WATSON, UINTAH
 KM0127'COUNTY, ABOUT 1.5 MILES NORTHWEST OF UTE SIDING, ABOUT 400 FEET
 KM0127'NORTHWEST OF MILEPOST 60, 10 FEET NORTHEAST OF THE CENTER LINE OF THE
 KM0127'TRACK, IN THE TOP OF THE SOUTH CONCRETE WALL OF AN ABANDONED CISTERN,
 KM0127'AND ABOUT 1 FOOT FROM THE WEST EDGE.  A STANDARD DISK, STAMPED
 KM0127'5452.706 E 26 1933.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0715 ***********************************************************************
 LN0715  DESIGNATION -  E 27 RESET
 LN0715  PID         -  LN0715
 LN0715  STATE/COUNTY-  UT/UINTAH
 LN0715  COUNTRY     -  US
 LN0715  USGS QUAD   -  RASMUSSEN HOLLOW (2017)
 LN0715
 LN0715                         *CURRENT SURVEY CONTROL
 LN0715  ______________________________________________________________________
 LN0715* NAD 83(1986) POSITION- 40 16 37.1    (N) 109 23 44.3    (W)   HD_HELD2
 LN0715* NAVD 88 ORTHO HEIGHT -  1508.34  (meters)     4948.6   (feet) RESET
 LN0715  ______________________________________________________________________
 LN0715  GEOID HEIGHT    -        -17.549 (meters)                     GEOID18
 LN0715  VERT ORDER      -  THIRD
 LN0715
 LN0715.The horizontal coordinates were established by autonomous hand held GPS
 LN0715.observations and have an estimated accuracy of +/- 10 meters.
 LN0715
 LN0715.The orthometric height was computed from unverified reset data.
 LN0715
 LN0715.No vertical observational check was made to the station.
 LN0715
 LN0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0715.GEOID18 height accuracy estimate available here.
 LN0715
 LN0715.Click photographs - Photos may exist for this station.
 LN0715
 LN0715;                    North         East    Units  Estimated Accuracy
 LN0715;SPC UT C     - 2,217,888.      678,942.      MT  (+/- 10 meters HH2 GPS)
 LN0715
 LN0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK3639559733(NAD 83)
 LN0715
 LN0715                          SUPERSEDED SURVEY CONTROL
 LN0715
 LN0715  NGVD 29 (07/25/12) 1507.14   (m)         4944.7    (f) RESET       3  
 LN0715
 LN0715.Superseded values are not recommended for survey control.
 LN0715
 LN0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0715.See file dsdata.pdf to determine how the superseded data were derived.
 LN0715
 LN0715_MARKER: DV = VERTICAL CONTROL DISK
 LN0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0715_STAMPING: E 27 RESET 1981
 LN0715_MARK LOGO: NGS
 LN0715_MAGNETIC: N = NO MAGNETIC MATERIAL
 LN0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0715+STABILITY: SURFACE MOTION
 LN0715
 LN0715  HISTORY     - Date     Condition        Report By
 LN0715  HISTORY     - 1981     MONUMENTED       NGS
 LN0715
 LN0715                          STATION DESCRIPTION
 LN0715
 LN0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 LN0715'14.2 KM (8.80 MI) SOUTH OF JENSEN ON THE WATSON-JENSEN ROAD, IT
 LN0715'IS 58.2 M (190.9 FT) WEST OF THE PAVED HIGHWAY, 20.3 M (66.6 FT)
 LN0715'SOUTHWEST FROM A METAL SIGN AND POST STATING CENTER STOCK DRIVEWAY AND
 LN0715'7.3 M (24.0 FT) SOUTH FROM AN EAST-WEST DIRT ROAD, AND IN A ROUND
 LN0715'CONCRETE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0203 ***********************************************************************
 LN0203  DESIGNATION -  E 28
 LN0203  PID         -  LN0203
 LN0203  STATE/COUNTY-  UT/UINTAH
 LN0203  COUNTRY     -  US
 LN0203  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0203
 LN0203                         *CURRENT SURVEY CONTROL
 LN0203  ______________________________________________________________________
 LN0203* NAD 83(1994) POSITION- 40 38 27.94796(N) 109 29 12.85580(W)   ADJUSTED
 LN0203* NAVD 88 ORTHO HEIGHT -  2214.824 (meters)     7266.47  (feet) ADJUSTED
 LN0203  ______________________________________________________________________
 LN0203  GEOID HEIGHT    -        -14.826 (meters)                     GEOID18
 LN0203  LAPLACE CORR    -         -5.17  (seconds)                    DEFLEC18
 LN0203  DYNAMIC HEIGHT  -       2212.666 (meters)     7259.39  (feet) COMP
 LN0203  MODELED GRAVITY -    979,570.7   (mgal)                       NAVD 88
 LN0203
 LN0203  HORZ ORDER      -  THIRD
 LN0203  VERT ORDER      -  FIRST     CLASS II
 LN0203
 LN0203.The horizontal coordinates were established by classical geodetic methods
 LN0203.and adjusted by the National Geodetic Survey in November 1997.
 LN0203
 LN0203.The orthometric height was determined by differential leveling and
 LN0203.adjusted by the NATIONAL GEODETIC SURVEY
 LN0203.in June 1991.
 LN0203
 LN0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0203.GEOID18 height accuracy estimate available here.
 LN0203
 LN0203.Click photographs - Photos may exist for this station.
 LN0203
 LN0203.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0203
 LN0203.The dynamic height is computed by dividing the NAVD 88
 LN0203.geopotential number by the normal gravity value computed on the
 LN0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0203.degrees latitude (g = 980.6199 gals.).
 LN0203
 LN0203.The modeled gravity was interpolated from observed gravity values.
 LN0203
 LN0203. The following values were computed from the NAD 83(1994) position.
 LN0203
 LN0203;                    North         East     Units Scale Factor Converg.
 LN0203;SPC UT C     - 2,258,131.182   670,272.823   MT  0.99999780   +1 17 22.4
 LN0203;SPC UT C     - 7,408,552.05  2,199,053.42   sFT  0.99999780   +1 17 22.4
 LN0203;UTM  12      - 4,500,017.106   627,943.709   MT  0.99980149   +0 59 08.3
 LN0203
 LN0203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0203!SPC UT C     -   0.99965501  x   0.99999780  =   0.99965281
 LN0203!UTM  12      -   0.99965501  x   0.99980149  =   0.99945657
 LN0203
 LN0203:                Primary Azimuth Mark                     Grid Az
 LN0203:SPC UT C     -  SANDY                                    156 44 54.8
 LN0203:UTM  12      -  SANDY                                    157 03 08.9
 LN0203
 LN0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL2794300017(NAD 83)
 LN0203
 LN0203|---------------------------------------------------------------------|
 LN0203| PID    Reference Object                     Distance      Geod. Az  |
 LN0203|                                                           dddmmss.s |
 LN0203| LN0607 SANDY                               APPROX. 6.6 KM 1580217.2 |
 LN0203|---------------------------------------------------------------------|
 LN0203
 LN0203                          SUPERSEDED SURVEY CONTROL
 LN0203
 LN0203  NAD 83(1993)-  40 38 27.94753(N)    109 29 12.85516(W) AD(       ) 3
 LN0203  NAD 83(1986)-  40 38 27.92792(N)    109 29 12.84266(W) AD(       ) 3
 LN0203  NAD 27      -  40 38 28.07628(N)    109 29 10.34690(W) AD(       ) 3
 LN0203  NGVD 29 (??/??/92) 2213.440  (m)         7261.93   (f) ADJ UNCH    1 2
 LN0203  NGVD 29            2213.44   (m)         7261.9    (f) LEVELING    3  
 LN0203
 LN0203.Superseded values are not recommended for survey control.
 LN0203
 LN0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0203.See file dsdata.pdf to determine how the superseded data were derived.
 LN0203
 LN0203_MARKER: DB = BENCH MARK DISK
 LN0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0203_STAMPING: 7261.928 E 28 1933
 LN0203_MARK LOGO: CGS
 LN0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0203+STABILITY: SURFACE MOTION
 LN0203
 LN0203  HISTORY     - Date     Condition        Report By
 LN0203  HISTORY     - 1933     MONUMENTED       CGS
 LN0203  HISTORY     - 1964     GOOD             USGS
 LN0203  HISTORY     - 1964     GOOD             USGS
 LN0203  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0203
 LN0203                          STATION DESCRIPTION
 LN0203
 LN0203'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LN0203'ABOUT 18.4 MI. N. ALONG STATE HIGHWAY 44 FROM VERNAL, UINTAH COUNTY
 LN0203'ON THE CROWN OF A RIDGE ON THE E. SIDE OF A BOX CANYON, ON THE OUTSIDE
 LN0203'OF A HORSESHOE CURVE, AND ABOUT 55 FT. SW. OF THE CENTERLINE OF THE
 LN0203'HIGHWAY, STANDARD DISK STAMPED ---7261.928 E. 28 1933--- SET IN TOP
 LN0203'OF A CONCRETE POST.
 LN0203'
 LN0203'STATION MARK - A STANDARD NGS BENCH MARK TABLET STAMPED ---7261.928
 LN0203'E 28 1933--- SET IN CONCRETE POST.
 LN0203'
 LN0203'REFERENCE MARKS - NONE.
 LN0203
 LN0203                          STATION RECOVERY (1964)
 LN0203
 LN0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LN0203'16.9 MI N FROM VERNAL.
 LN0203'ABOUT 16.9 MILES NORTH ALONG STATE HIGHWAY 44 FROM JUNCTION OF U.S.
 LN0203'HIGHWAY 40 AND STATE HIGHWAY 44 AT VERNAL, UINTAH COUNTY, ON OUTSIDE
 LN0203'OF HORSESHOE CURVE, EAST SIDE OF A BOX CANYON, TOP OF RIDGE, 25 FEET
 LN0203'SOUTH OF CENTERLINE OF HIGHWAY.
 LN0203
 LN0203                          STATION RECOVERY (1984)
 LN0203
 LN0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0203'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0339 ***********************************************************************
 LN0339  DESIGNATION -  E 29
 LN0339  PID         -  LN0339
 LN0339  STATE/COUNTY-  UT/DAGGETT
 LN0339  COUNTRY     -  US
 LN0339  USGS QUAD   -  MANILA (2017)
 LN0339
 LN0339                         *CURRENT SURVEY CONTROL
 LN0339  ______________________________________________________________________
 LN0339* NAD 83(1986) POSITION- 40 54 43.     (N) 109 41 18.     (W)   SCALED
 LN0339* NAVD 88 ORTHO HEIGHT -  2063.110 (meters)     6768.72  (feet) ADJUSTED
 LN0339  ______________________________________________________________________
 LN0339  GEOID HEIGHT    -        -13.595 (meters)                     GEOID18
 LN0339  DYNAMIC HEIGHT  -       2061.294 (meters)     6762.76  (feet) COMP
 LN0339  MODELED GRAVITY -    979,669.3   (mgal)                       NAVD 88
 LN0339
 LN0339  VERT ORDER      -  FIRST     CLASS II
 LN0339
 LN0339.The horizontal coordinates were scaled from a map and have
 LN0339.an estimated accuracy of +/- 6 seconds.
 LN0339
 LN0339.The orthometric height was determined by differential leveling and
 LN0339.adjusted by the NATIONAL GEODETIC SURVEY
 LN0339.in June 1991.
 LN0339
 LN0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0339.GEOID18 height accuracy estimate available here.
 LN0339
 LN0339.Click photographs - Photos may exist for this station.
 LN0339
 LN0339.The dynamic height is computed by dividing the NAVD 88
 LN0339.geopotential number by the normal gravity value computed on the
 LN0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0339.degrees latitude (g = 980.6199 gals.).
 LN0339
 LN0339.The modeled gravity was interpolated from observed gravity values.
 LN0339
 LN0339;                    North         East    Units  Estimated Accuracy
 LN0339;SPC UT N     - 1,065,850.      652,610.      MT  (+/- 180 meters Scaled)
 LN0339
 LN0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL104298(NAD 83)
 LN0339
 LN0339                          SUPERSEDED SURVEY CONTROL
 LN0339
 LN0339  NGVD 29 (??/??/92) 2061.895  (m)         6764.73   (f) ADJ UNCH    1 2
 LN0339
 LN0339.Superseded values are not recommended for survey control.
 LN0339
 LN0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0339.See file dsdata.pdf to determine how the superseded data were derived.
 LN0339
 LN0339_MARKER: DB = BENCH MARK DISK
 LN0339_SETTING: 66 = SET IN ROCK OUTCROP
 LN0339_STAMPING: 6764.734 E 29 1933
 LN0339_MARK LOGO: CGS
 LN0339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0339+STABILITY: POSITION/ELEVATION WELL
 LN0339
 LN0339  HISTORY     - Date     Condition        Report By
 LN0339  HISTORY     - 1933     MONUMENTED       CGS
 LN0339  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0339
 LN0339                          STATION DESCRIPTION
 LN0339
 LN0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0339'6.8 MI S FROM MANILA.
 LN0339'ABOUT 6.8 MILES SOUTH ALONG STATE HIGHWAY 44 FROM MANILA, DAGGETT
 LN0339'COUNTY, AT THE SHEEP CREEK HILL GRADE, ABOUT 3.5 MILES SOUTH OF SHEEP
 LN0339'CREEK, AT THE EAST RIM OF A RAVINE, ABOUT 70 FEET SOUTH OF THE MIDDLE
 LN0339'OF A HORSESHOE TURN, ABOUT 30 FEET SOUTHWEST OF THE MIDDLE OF A ROCK
 LN0339'CUT 7 FEET HIGH, IN BEDROCK ABOUT FLUSH WITH THE GROUND, AND MARKED BY
 LN0339'A ROCK CAIRN AND THE PAINTED LETTERS B.M.  A STANDARD DISK, STAMPED
 LN0339'6764.734 E 29 1933.
 LN0339
 LN0339                          STATION RECOVERY (1984)
 LN0339
 LN0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0339'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0340 ***********************************************************************
 LN0340  DESIGNATION -  E 29 RESET
 LN0340  PID         -  LN0340
 LN0340  STATE/COUNTY-  UT/DAGGETT
 LN0340  COUNTRY     -  US
 LN0340  USGS QUAD   -  MANILA (2017)
 LN0340
 LN0340                         *CURRENT SURVEY CONTROL
 LN0340  ______________________________________________________________________
 LN0340* NAD 83(1986) POSITION- 40 54 43.     (N) 109 41 17.     (W)   SCALED
 LN0340* NAVD 88 ORTHO HEIGHT -  2065.247 (meters)     6775.73  (feet) ADJUSTED
 LN0340  ______________________________________________________________________
 LN0340  GEOID HEIGHT    -        -13.596 (meters)                     GEOID18
 LN0340  DYNAMIC HEIGHT  -       2063.429 (meters)     6769.77  (feet) COMP
 LN0340  MODELED GRAVITY -    979,669.1   (mgal)                       NAVD 88
 LN0340
 LN0340  VERT ORDER      -  FIRST     CLASS II
 LN0340
 LN0340.The horizontal coordinates were scaled from a map and have
 LN0340.an estimated accuracy of +/- 6 seconds.
 LN0340
 LN0340.The orthometric height was determined by differential leveling and
 LN0340.adjusted by the NATIONAL GEODETIC SURVEY
 LN0340.in June 1991.
 LN0340
 LN0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0340.GEOID18 height accuracy estimate available here.
 LN0340
 LN0340.Click photographs - Photos may exist for this station.
 LN0340
 LN0340.The dynamic height is computed by dividing the NAVD 88
 LN0340.geopotential number by the normal gravity value computed on the
 LN0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0340.degrees latitude (g = 980.6199 gals.).
 LN0340
 LN0340.The modeled gravity was interpolated from observed gravity values.
 LN0340
 LN0340;                    North         East    Units  Estimated Accuracy
 LN0340;SPC UT N     - 1,065,850.      652,640.      MT  (+/- 180 meters Scaled)
 LN0340
 LN0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL104298(NAD 83)
 LN0340
 LN0340                          SUPERSEDED SURVEY CONTROL
 LN0340
 LN0340  NGVD 29 (??/??/??) 2063.73   (m)         6770.8    (f) RESET       3  
 LN0340
 LN0340.Superseded values are not recommended for survey control.
 LN0340
 LN0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0340.See file dsdata.pdf to determine how the superseded data were derived.
 LN0340
 LN0340_MARKER: DB = BENCH MARK DISK
 LN0340_SETTING: 66 = SET IN ROCK OUTCROP
 LN0340_STAMPING: E 29 RESET 1967
 LN0340_MARK LOGO: CGS
 LN0340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0340+STABILITY: POSITION/ELEVATION WELL
 LN0340
 LN0340  HISTORY     - Date     Condition        Report By
 LN0340  HISTORY     - 1967     MONUMENTED       BPR
 LN0340  HISTORY     - 1984     GOOD             NGS
 LN0340
 LN0340                          STATION DESCRIPTION
 LN0340
 LN0340'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1967
 LN0340'10 MI S FROM MANILA.
 LN0340'ABOUT 10 MILES SOUTH ALONG STATE HIGHWAY 44 FROM MANILA, ABOUT 3.5
 LN0340'MILES SOUTH OF SHEEP CREEK, AT THE EAST RIM OF A RAVINE, ABOUT 200
 LN0340'FEET SOUTH OF STATION 1831+00 ON UTAH FHP37-1 (3), ABOUT 100 FEET
 LN0340'SOUTHEAST OF A ROCK CUT 40 FEET HIGH, AND SET IN BEDROCK ABOUT FLUSH
 LN0340'WITH THE GROUND AND MARKED WITH A ROCK CAIRN AND THE PAINTED LETTERS
 LN0340'BM.
 LN0340
 LN0340                          STATION RECOVERY (1984)
 LN0340
 LN0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0340'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  14.5 KM
 LN0340'(9.0 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION WITH STATE
 LN0340'HIGHWAY 43 IN MANILA, 0.2 KM (0.1 MI) SOUTH OF MILEPOST 19, NEAR THE
 LN0340'CENTER OF THE SOUTH 1/2 OF A 9 BY 19 FOOT EXPOSED AREA OF OUTCROPPING
 LN0340'BEDROCK, 44.8 M (147.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 2.2
 LN0340'M (7.2 FT) NORTH OF THE SOUTH EDGE OF THE OUTCROP, AND 1.4 M (4.6 FT)
 LN0340'EAST OF THE WEST EDGE OF THE OUTCROP.
 LN0340'THE MARK IS 0.6 METERS  NE FROM  A CAIRN
 LN0340'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0029 ***********************************************************************
 LP0029  DESIGNATION -  E 3
 LP0029  PID         -  LP0029
 LP0029  STATE/COUNTY-  UT/TOOELE
 LP0029  COUNTRY     -  US
 LP0029  USGS QUAD   -  LOFGREEN (2017)
 LP0029
 LP0029                         *CURRENT SURVEY CONTROL
 LP0029  ______________________________________________________________________
 LP0029* NAD 83(1986) POSITION- 40 03 20.     (N) 112 20 43.     (W)   SCALED
 LP0029* NAVD 88 ORTHO HEIGHT -  1729.476 (meters)     5674.12  (feet) POSTED
 LP0029  ______________________________________________________________________
 LP0029  GEOID HEIGHT    -        -17.753 (meters)                     GEOID18
 LP0029  DYNAMIC HEIGHT  -       1727.89  (meters)     5668.9   (feet) COMP
 LP0029  MODELED GRAVITY -    979,646.0   (mgal)                       NAVD 88
 LP0029
 LP0029  VERT ORDER      -  * POSTED, SEE BELOW
 LP0029
 LP0029.The horizontal coordinates were scaled from a map and have
 LP0029.an estimated accuracy of +/- 6 seconds.
 LP0029
 LP0029.The orthometric height was determined by differential leveling
 LP0029.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LP0029
 LP0029.* This is a POSTED BENCH MARK height.
 LP0029
 LP0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0029.GEOID18 height accuracy estimate available here.
 LP0029
 LP0029.Click photographs - Photos may exist for this station.
 LP0029
 LP0029.The dynamic height is computed by dividing the NAVD 88
 LP0029.geopotential number by the normal gravity value computed on the
 LP0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0029.degrees latitude (g = 980.6199 gals.).
 LP0029
 LP0029.The modeled gravity was interpolated from observed gravity values.
 LP0029
 LP0029;                    North         East    Units  Estimated Accuracy
 LP0029;SPC UT C     - 2,191,540.      427,890.      MT  (+/- 180 meters Scaled)
 LP0029
 LP0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK852347(NAD 83)
 LP0029
 LP0029                          SUPERSEDED SURVEY CONTROL
 LP0029
 LP0029  NGVD 29 (??/??/92) 1728.271  (m)         5670.17   (f) ADJ UNCH    1 2
 LP0029
 LP0029.Superseded values are not recommended for survey control.
 LP0029
 LP0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0029.See file dsdata.pdf to determine how the superseded data were derived.
 LP0029
 LP0029_MARKER: P = PIPE CAP
 LP0029_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0029_STAMPING: ELEV. 5670.169 FT.
 LP0029_MARK LOGO: CGS
 LP0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0029
 LP0029  HISTORY     - Date     Condition        Report By
 LP0029  HISTORY     - 1908     MONUMENTED       CGS
 LP0029  HISTORY     - 1934     GOOD             CGS
 LP0029
 LP0029                          STATION DESCRIPTION
 LP0029
 LP0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0029'1 MI S FROM DUNBAR.
 LP0029'ABOUT 1 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM DUNBAR,
 LP0029'TOOELE COUNTY, ABOUT 11 POLES NORTH OF MILE POLE 713, OPPOSITE AN S
 LP0029'POST, ABOUT 33 FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 3
 LP0029'FEET HIGHER THAN THE GRADE.  A STANDARD CAP, STAMPED ELEV. 5670.169
 LP0029'FT. AND FASTENED ON THE TOP OF AN IRON PIPE.  PROJECTING ABOUT 6
 LP0029'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0255 ***********************************************************************
 JN0255  DESIGNATION -  E 30
 JN0255  PID         -  JN0255
 JN0255  STATE/COUNTY-  UT/PIUTE
 JN0255  COUNTRY     -  US
 JN0255  USGS QUAD   -  ABES KNOLL (2017)
 JN0255
 JN0255                         *CURRENT SURVEY CONTROL
 JN0255  ______________________________________________________________________
 JN0255* NAD 83(1986) POSITION- 38 29 29.     (N) 111 49 55.     (W)   SCALED
 JN0255* NAVD 88 ORTHO HEIGHT -  2404.477 (meters)     7888.69  (feet) ADJUSTED
 JN0255  ______________________________________________________________________
 JN0255  GEOID HEIGHT    -        -17.747 (meters)                     GEOID18
 JN0255  DYNAMIC HEIGHT  -       2401.580 (meters)     7879.18  (feet) COMP
 JN0255  MODELED GRAVITY -    979,336.7   (mgal)                       NAVD 88
 JN0255
 JN0255  VERT ORDER      -  FIRST     CLASS II
 JN0255
 JN0255.The horizontal coordinates were scaled from a map and have
 JN0255.an estimated accuracy of +/- 6 seconds.
 JN0255
 JN0255.The orthometric height was determined by differential leveling and
 JN0255.adjusted by the NATIONAL GEODETIC SURVEY
 JN0255.in June 1991.
 JN0255
 JN0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0255.GEOID18 height accuracy estimate available here.
 JN0255
 JN0255.Click photographs - Photos may exist for this station.
 JN0255
 JN0255.The dynamic height is computed by dividing the NAVD 88
 JN0255.geopotential number by the normal gravity value computed on the
 JN0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0255.degrees latitude (g = 980.6199 gals.).
 JN0255
 JN0255.The modeled gravity was interpolated from observed gravity values.
 JN0255
 JN0255;                    North         East    Units  Estimated Accuracy
 JN0255;SPC UT S     - 3,202,580.      471,040.      MT  (+/- 180 meters Scaled)
 JN0255
 JN0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH274606(NAD 83)
 JN0255
 JN0255                          SUPERSEDED SURVEY CONTROL
 JN0255
 JN0255  NGVD 29 (??/??/92) 2403.076  (m)         7884.09   (f) ADJ UNCH    1 2
 JN0255
 JN0255.Superseded values are not recommended for survey control.
 JN0255
 JN0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0255.See file dsdata.pdf to determine how the superseded data were derived.
 JN0255
 JN0255_MARKER: DB = BENCH MARK DISK
 JN0255_SETTING: 66 = SET IN ROCK OUTCROP
 JN0255_STAMPING: E 30 1934
 JN0255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0255+STABILITY: POSITION/ELEVATION WELL
 JN0255
 JN0255  HISTORY     - Date     Condition        Report By
 JN0255  HISTORY     - 1934     MONUMENTED       CGS
 JN0255  HISTORY     - 1969     MARK NOT FOUND   CGS
 JN0255
 JN0255                          STATION DESCRIPTION
 JN0255
 JN0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0255'16.0 MI W FROM LOA.
 JN0255'IN SEVIER COUNTY, 16.0 MILES WEST ALONG STATE HIGHWAY 24 FROM THE LOA
 JN0255'MERCANTILE CO. STORE AT LOA, WAYNE COUNTY, 101 FEET SOUTH OF A
 JN0255'GALVANIZED-IRON PIPE CULVERT, 33 FEET EAST OF THE CENTERLINE OF THE
 JN0255'HIGHWAY, IN THE TOP OF A ROCK OUTCROP, AND ABOUT 1 FOOT HIGHER THAN
 JN0255'THE HIGHWAY.  A STANDARD DISK, STAMPED E 30 1934.
 JN0255
 JN0255                          STATION RECOVERY (1969)
 JN0255
 JN0255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 JN0255'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0012 ***********************************************************************
 JO0012  DESIGNATION -  E 31
 JO0012  PID         -  JO0012
 JO0012  STATE/COUNTY-  UT/SEVIER
 JO0012  COUNTRY     -  US
 JO0012  USGS QUAD   -  ANNABELLA (2017)
 JO0012
 JO0012                         *CURRENT SURVEY CONTROL
 JO0012  ______________________________________________________________________
 JO0012* NAD 83(1986) POSITION- 38 42 45.     (N) 112 06 19.     (W)   SCALED
 JO0012* NAVD 88 ORTHO HEIGHT -  1621.326 (meters)     5319.30  (feet) ADJUSTED
 JO0012  ______________________________________________________________________
 JO0012  GEOID HEIGHT    -        -18.903 (meters)                     GEOID18
 JO0012  DYNAMIC HEIGHT  -       1619.568 (meters)     5313.53  (feet) COMP
 JO0012  MODELED GRAVITY -    979,488.0   (mgal)                       NAVD 88
 JO0012
 JO0012  VERT ORDER      -  FIRST     CLASS II
 JO0012
 JO0012.The horizontal coordinates were scaled from a map and have
 JO0012.an estimated accuracy of +/- 6 seconds.
 JO0012
 JO0012.The orthometric height was determined by differential leveling and
 JO0012.adjusted by the NATIONAL GEODETIC SURVEY
 JO0012.in June 1991.
 JO0012
 JO0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0012.GEOID18 height accuracy estimate available here.
 JO0012
 JO0012.Click photographs - Photos may exist for this station.
 JO0012
 JO0012.The dynamic height is computed by dividing the NAVD 88
 JO0012.geopotential number by the normal gravity value computed on the
 JO0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0012.degrees latitude (g = 980.6199 gals.).
 JO0012
 JO0012.The modeled gravity was interpolated from observed gravity values.
 JO0012
 JO0012;                    North         East    Units  Estimated Accuracy
 JO0012;SPC UT C     - 2,042,280.      447,350.      MT  (+/- 180 meters Scaled)
 JO0012
 JO0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH039854(NAD 83)
 JO0012
 JO0012                          SUPERSEDED SURVEY CONTROL
 JO0012
 JO0012  NGVD 29 (??/??/92) 1620.108  (m)         5315.30   (f) ADJ UNCH    1 2
 JO0012
 JO0012.Superseded values are not recommended for survey control.
 JO0012
 JO0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0012.See file dsdata.pdf to determine how the superseded data were derived.
 JO0012
 JO0012_MARKER: DB = BENCH MARK DISK
 JO0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0012_STAMPING: E 31 1934
 JO0012_MARK LOGO: CGS
 JO0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0012+STABILITY: SURFACE MOTION
 JO0012
 JO0012  HISTORY     - Date     Condition        Report By
 JO0012  HISTORY     - 1934     MONUMENTED       CGS
 JO0012  HISTORY     - 1988     GOOD             USPSQD
 JO0012
 JO0012                          STATION DESCRIPTION
 JO0012
 JO0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0012'5.6 MI S FROM RICHFIELD.
 JO0012'5.6 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JO0012'THE COURTHOUSE AT RICHFIELD, SEVIER COUNTY, 45 FEET NORTHEAST OF
 JO0012'MILEPOST 108, 162 FEET SOUTH OF BRIDGE 107 B, 48 FEET EAST OF THE
 JO0012'CENTERLINE OF THE TRACK, AND 2 FEET WEST OF THE FENCE.  A STANDARD
 JO0012'DISK, STAMPED E 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JO0012
 JO0012                          STATION RECOVERY (1988)
 JO0012
 JO0012'RECOVERY NOTE BY US POWER SQUADRON 1988 (TM)
 JO0012'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0155 ***********************************************************************
 JO0155  DESIGNATION -  E 32
 JO0155  PID         -  JO0155
 JO0155  STATE/COUNTY-  UT/BEAVER
 JO0155  COUNTRY     -  US
 JO0155  USGS QUAD   -  BEAVER (2017)
 JO0155
 JO0155                         *CURRENT SURVEY CONTROL
 JO0155  ______________________________________________________________________
 JO0155* NAD 83(1986) POSITION- 38 21 18.     (N) 112 38 22.     (W)   SCALED
 JO0155* NAVD 88 ORTHO HEIGHT -  1866.221 (meters)     6122.76  (feet) ADJUSTED
 JO0155  ______________________________________________________________________
 JO0155  GEOID HEIGHT    -        -20.103 (meters)                     GEOID18
 JO0155  DYNAMIC HEIGHT  -       1864.078 (meters)     6115.73  (feet) COMP
 JO0155  MODELED GRAVITY -    979,414.8   (mgal)                       NAVD 88
 JO0155
 JO0155  VERT ORDER      -  FIRST     CLASS II
 JO0155
 JO0155.The horizontal coordinates were scaled from a map and have
 JO0155.an estimated accuracy of +/- 6 seconds.
 JO0155
 JO0155.The orthometric height was determined by differential leveling and
 JO0155.adjusted by the NATIONAL GEODETIC SURVEY
 JO0155.in June 1991.
 JO0155
 JO0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0155.GEOID18 height accuracy estimate available here.
 JO0155
 JO0155.Click photographs - Photos may exist for this station.
 JO0155
 JO0155.The dynamic height is computed by dividing the NAVD 88
 JO0155.geopotential number by the normal gravity value computed on the
 JO0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0155.degrees latitude (g = 980.6199 gals.).
 JO0155
 JO0155.The modeled gravity was interpolated from observed gravity values.
 JO0155
 JO0155;                    North         East    Units  Estimated Accuracy
 JO0155;SPC UT S     - 3,187,990.      400,410.      MT  (+/- 180 meters Scaled)
 JO0155
 JO0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH567464(NAD 83)
 JO0155
 JO0155                          SUPERSEDED SURVEY CONTROL
 JO0155
 JO0155  NGVD 29 (??/??/92) 1864.956  (m)         6118.61   (f) ADJ UNCH    1 2
 JO0155
 JO0155.Superseded values are not recommended for survey control.
 JO0155
 JO0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0155.See file dsdata.pdf to determine how the superseded data were derived.
 JO0155
 JO0155_MARKER: DB = BENCH MARK DISK
 JO0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0155_STAMPING: E 32 1934
 JO0155_MARK LOGO: CGS
 JO0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0155+STABILITY: SURFACE MOTION
 JO0155
 JO0155  HISTORY     - Date     Condition        Report By
 JO0155  HISTORY     - 1934     MONUMENTED       CGS
 JO0155  HISTORY     - 1984     MARK NOT FOUND   USGS
 JO0155
 JO0155                          STATION DESCRIPTION
 JO0155
 JO0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0155'5.7 MI N FROM BEAVER.
 JO0155'5.7 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE COURTHOUSE AT BEAVER,
 JO0155'BEAVER COUNTY, 0.2 MILE SOUTH OF THE BALDWIN SERVICE STATION AND
 JO0155'STORE, AT THE JUNCTION OF A ROAD LEADING WEST, 72 FEET NORTH OF THE
 JO0155'ROAD, 43 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET EAST
 JO0155'OF THE FENCE.  A STANDARD DISK, STAMPED E 32 1934 AND SET IN THE TOP
 JO0155'OF A CONCRETE POST.
 JO0155
 JO0155                          STATION RECOVERY (1984)
 JO0155
 JO0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JO0155'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0293 ***********************************************************************
 JO0293  DESIGNATION -  E 33
 JO0293  PID         -  JO0293
 JO0293  STATE/COUNTY-  UT/BEAVER
 JO0293  COUNTRY     -  US
 JO0293  USGS QUAD   -  MILFORD NW (2017)
 JO0293
 JO0293                         *CURRENT SURVEY CONTROL
 JO0293  ______________________________________________________________________
 JO0293* NAD 83(1986) POSITION- 38 28 07.     (N) 113 11 32.     (W)   SCALED
 JO0293* NAVD 88 ORTHO HEIGHT -  1828.090 (meters)     5997.66  (feet) ADJUSTED
 JO0293  ______________________________________________________________________
 JO0293  GEOID HEIGHT    -        -20.804 (meters)                     GEOID18
 JO0293  DYNAMIC HEIGHT  -       1826.109 (meters)     5991.16  (feet) COMP
 JO0293  MODELED GRAVITY -    979,479.8   (mgal)                       NAVD 88
 JO0293
 JO0293  VERT ORDER      -  FIRST     CLASS II
 JO0293
 JO0293.The horizontal coordinates were scaled from a map and have
 JO0293.an estimated accuracy of +/- 6 seconds.
 JO0293
 JO0293.The orthometric height was determined by differential leveling and
 JO0293.adjusted by the NATIONAL GEODETIC SURVEY
 JO0293.in June 1991.
 JO0293
 JO0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0293.GEOID18 height accuracy estimate available here.
 JO0293
 JO0293.Click photographs - Photos may exist for this station.
 JO0293
 JO0293.The dynamic height is computed by dividing the NAVD 88
 JO0293.geopotential number by the normal gravity value computed on the
 JO0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0293.degrees latitude (g = 980.6199 gals.).
 JO0293
 JO0293.The modeled gravity was interpolated from observed gravity values.
 JO0293
 JO0293;                    North         East    Units  Estimated Accuracy
 JO0293;SPC UT S     - 3,201,330.      352,320.      MT  (+/- 180 meters Scaled)
 JO0293
 JO0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH087600(NAD 83)
 JO0293
 JO0293                          SUPERSEDED SURVEY CONTROL
 JO0293
 JO0293  NGVD 29 (??/??/92) 1826.917  (m)         5993.81   (f) ADJ UNCH    1 2
 JO0293
 JO0293.Superseded values are not recommended for survey control.
 JO0293
 JO0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0293.See file dsdata.pdf to determine how the superseded data were derived.
 JO0293
 JO0293_MARKER: DB = BENCH MARK DISK
 JO0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0293_STAMPING: E 33 1934
 JO0293_MARK LOGO: CGS
 JO0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0293+STABILITY: SURFACE MOTION
 JO0293
 JO0293  HISTORY     - Date     Condition        Report By
 JO0293  HISTORY     - 1934     MONUMENTED       CGS
 JO0293  HISTORY     - 1984     GOOD             NGS
 JO0293
 JO0293                          STATION DESCRIPTION
 JO0293
 JO0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0293'13.0 MI W FROM MILFORD.
 JO0293'13.0 MILES WEST ALONG THE ABANDONED LOS ANGELES AND SALT LAKE RAILROAD
 JO0293'FROM THE STATION AT MILFORD, BEAVER COUNTY, 144 FEET SOUTH OF MILEPOST
 JO0293'13, 158 FEET EAST OF THE EAST END OF BRIDGE 13.02 OVER A DRY WASH, AND
 JO0293'54 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 JO0293'STAMPED E 33 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JO0293
 JO0293                          STATION RECOVERY (1984)
 JO0293
 JO0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0293'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0488 ***********************************************************************
 MR0488  DESIGNATION -  E 331
 MR0488  PID         -  MR0488
 MR0488  STATE/COUNTY-  UT/CACHE
 MR0488  COUNTRY     -  US
 MR0488  USGS QUAD   -  TRENTON (2017)
 MR0488
 MR0488                         *CURRENT SURVEY CONTROL
 MR0488  ______________________________________________________________________
 MR0488* NAD 83(1986) POSITION- 41 53 59.     (N) 111 56 42.     (W)   SCALED
 MR0488* NAVD 88 ORTHO HEIGHT -  1360.957 (meters)     4465.07  (feet) ADJUSTED
 MR0488  ______________________________________________________________________
 MR0488  GEOID HEIGHT    -        -15.185 (meters)                     GEOID18
 MR0488  DYNAMIC HEIGHT  -       1360.008 (meters)     4461.96  (feet) COMP
 MR0488  MODELED GRAVITY -    979,878.4   (mgal)                       NAVD 88
 MR0488
 MR0488  VERT ORDER      -  FIRST     CLASS II
 MR0488
 MR0488.The horizontal coordinates were scaled from a map and have
 MR0488.an estimated accuracy of +/- 6 seconds.
 MR0488
 MR0488.The orthometric height was determined by differential leveling and
 MR0488.adjusted by the NATIONAL GEODETIC SURVEY
 MR0488.in June 1991.
 MR0488
 MR0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0488.GEOID18 height accuracy estimate available here.
 MR0488
 MR0488.Click photographs - Photos may exist for this station.
 MR0488
 MR0488.The dynamic height is computed by dividing the NAVD 88
 MR0488.geopotential number by the normal gravity value computed on the
 MR0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0488.degrees latitude (g = 980.6199 gals.).
 MR0488
 MR0488.The modeled gravity was interpolated from observed gravity values.
 MR0488
 MR0488;                    North         East    Units  Estimated Accuracy
 MR0488;SPC UT N     - 1,174,050.      463,070.      MT  (+/- 180 meters Scaled)
 MR0488
 MR0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM216390(NAD 83)
 MR0488
 MR0488                          SUPERSEDED SURVEY CONTROL
 MR0488
 MR0488  NGVD 29 (??/??/92) 1359.92   (m)         4461.7    (f) COMPUTED    1 2
 MR0488
 MR0488.Superseded values are not recommended for survey control.
 MR0488
 MR0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0488.See file dsdata.pdf to determine how the superseded data were derived.
 MR0488
 MR0488_MARKER: DB = BENCH MARK DISK
 MR0488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0488_SP_SET: CONCRETE BASE
 MR0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0488
 MR0488  HISTORY     - Date     Condition        Report By
 MR0488  HISTORY     - 1937     MONUMENTED       CGS
 MR0488  HISTORY     - 20091224 MARK NOT FOUND   GEOCAC
 MR0488
 MR0488                          STATION DESCRIPTION
 MR0488
 MR0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 MR0488'1.6 MI S FROM TRENTON.
 MR0488'1.6 MILES SOUTH OF O.S.L.R.R. DEPOT.  MARK SET IN CONCRETE BASE OF
 MR0488'SEMAPHORE NO. 55.5.  7 POLES AND 30 FEET SOUTH OF EAST-WEST DIRT ROAD.
 MR0488'10 FEET EAST OF THE CENTERLINE OF TRACK.
 MR0488
 MR0488                          STATION RECOVERY (2009)
 MR0488
 MR0488'RECOVERY NOTE BY GEOCACHING 2009 (JWS)
 MR0488'SEMAPHORE 55.5 AND CONCRETE BASE NO LONGER EXIST. NEARBY MR0489 (E 331
 MR0488'RESET, MONUMENTED 1950, STAMPED '1937 RESET 1950') LIKELY REUSED THE
 MR0488'DISK OF THIS MARKER, WHICH IS PROBABLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0489 ***********************************************************************
 MR0489  DESIGNATION -  E 331 RESET
 MR0489  PID         -  MR0489
 MR0489  STATE/COUNTY-  UT/CACHE
 MR0489  COUNTRY     -  US
 MR0489  USGS QUAD   -  TRENTON (2017)
 MR0489
 MR0489                         *CURRENT SURVEY CONTROL
 MR0489  ______________________________________________________________________
 MR0489* NAD 83(1986) POSITION- 41 53 59.7    (N) 111 56 42.2    (W)   HD_HELD2
 MR0489* NAVD 88 ORTHO HEIGHT -  1360.773 (meters)     4464.47  (feet) ADJUSTED
 MR0489  ______________________________________________________________________
 MR0489  GEOID HEIGHT    -        -15.184 (meters)                     GEOID18
 MR0489  DYNAMIC HEIGHT  -       1359.825 (meters)     4461.36  (feet) COMP
 MR0489  MODELED GRAVITY -    979,878.4   (mgal)                       NAVD 88
 MR0489
 MR0489  VERT ORDER      -  FIRST     CLASS I
 MR0489
 MR0489.The horizontal coordinates were established by autonomous hand held GPS
 MR0489.observations and have an estimated accuracy of +/- 10 meters.
 MR0489
 MR0489.The orthometric height was determined by differential leveling and
 MR0489.adjusted by the NATIONAL GEODETIC SURVEY
 MR0489.in June 1991.
 MR0489
 MR0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0489.GEOID18 height accuracy estimate available here.
 MR0489
 MR0489.Click photographs - Photos may exist for this station.
 MR0489
 MR0489.The dynamic height is computed by dividing the NAVD 88
 MR0489.geopotential number by the normal gravity value computed on the
 MR0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0489.degrees latitude (g = 980.6199 gals.).
 MR0489
 MR0489.The modeled gravity was interpolated from observed gravity values.
 MR0489
 MR0489;                    North         East    Units  Estimated Accuracy
 MR0489;SPC UT N     - 1,174,072.      463,068.      MT  (+/- 10 meters HH2 GPS)
 MR0489
 MR0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2160939095(NAD 83)
 MR0489
 MR0489                          SUPERSEDED SURVEY CONTROL
 MR0489
 MR0489  NGVD 29 (??/??/92) 1359.730  (m)         4461.05   (f) ADJ UNCH    1 1
 MR0489
 MR0489.Superseded values are not recommended for survey control.
 MR0489
 MR0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0489.See file dsdata.pdf to determine how the superseded data were derived.
 MR0489
 MR0489_MARKER: DB = BENCH MARK DISK
 MR0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0489_STAMPING: E 331 1937 RESET 1950
 MR0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0489+STABILITY: SURFACE MOTION
 MR0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0489+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2009
 MR0489
 MR0489  HISTORY     - Date     Condition        Report By
 MR0489  HISTORY     - 1950     MONUMENTED       UPRR
 MR0489  HISTORY     - 1967     GOOD             CGS
 MR0489  HISTORY     - 20091224 GOOD             GEOCAC
 MR0489
 MR0489                          STATION DESCRIPTION
 MR0489
 MR0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0489'1.2 MI S FROM TRENTON.
 MR0489'1.2 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 MR0489'STATE HIGHWAY 170 AT TRENTON, 0.2 MILE SOUTH OF THE CROSSING OF A
 MR0489'GRAVELED ROAD, AT THE SOUTH END OF COTTLE SIDING, 1-3/4 POLES NORTH OF
 MR0489'MILEPOLE 55.50, 17.7 FEET EAST OF THE EAST RAIL, 38 FEET SOUTH OF
 MR0489'SWITCH STAND NO. 555, 25 1/2 FEET NORTHEAST OF THE CENTER OF A MOTOR
 MR0489'CAR SET-OFF, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 MR0489'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 MR0489'THE GROUND.
 MR0489
 MR0489                          STATION RECOVERY (2009)
 MR0489
 MR0489'RECOVERY NOTE BY GEOCACHING 2009 (JWS)
 MR0489'COTTLE SIDING, MOTOR CAR SET-OFF, AND SWITCHSTAND NO LONGER EXIST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0321 ***********************************************************************
 JO0321  DESIGNATION -  E 332
 JO0321  PID         -  JO0321
 JO0321  STATE/COUNTY-  UT/BEAVER
 JO0321  COUNTRY     -  US
 JO0321  USGS QUAD   -  MILFORD (2017)
 JO0321
 JO0321                         *CURRENT SURVEY CONTROL
 JO0321  ______________________________________________________________________
 JO0321* NAD 83(1986) POSITION- 38 24 15.     (N) 113 00 36.     (W)   SCALED
 JO0321* NAVD 88 ORTHO HEIGHT -  1522.562 (meters)     4995.27  (feet) ADJUSTED
 JO0321  ______________________________________________________________________
 JO0321  GEOID HEIGHT    -        -20.943 (meters)                     GEOID18
 JO0321  DYNAMIC HEIGHT  -       1520.964 (meters)     4990.03  (feet) COMP
 JO0321  MODELED GRAVITY -    979,525.7   (mgal)                       NAVD 88
 JO0321
 JO0321  VERT ORDER      -  FIRST     CLASS II
 JO0321
 JO0321.The horizontal coordinates were scaled from a map and have
 JO0321.an estimated accuracy of +/- 6 seconds.
 JO0321
 JO0321.The orthometric height was determined by differential leveling and
 JO0321.adjusted by the NATIONAL GEODETIC SURVEY
 JO0321.in June 1991.
 JO0321
 JO0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0321.GEOID18 height accuracy estimate available here.
 JO0321
 JO0321.Click photographs - Photos may exist for this station.
 JO0321
 JO0321.The dynamic height is computed by dividing the NAVD 88
 JO0321.geopotential number by the normal gravity value computed on the
 JO0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0321.degrees latitude (g = 980.6199 gals.).
 JO0321
 JO0321.The modeled gravity was interpolated from observed gravity values.
 JO0321
 JO0321;                    North         East    Units  Estimated Accuracy
 JO0321;SPC UT S     - 3,193,910.      368,110.      MT  (+/- 180 meters Scaled)
 JO0321
 JO0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH244525(NAD 83)
 JO0321
 JO0321                          SUPERSEDED SURVEY CONTROL
 JO0321
 JO0321  NGVD 29 (??/??/92) 1521.498  (m)         4991.78   (f) ADJ UNCH    1 2
 JO0321
 JO0321.Superseded values are not recommended for survey control.
 JO0321
 JO0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0321.See file dsdata.pdf to determine how the superseded data were derived.
 JO0321
 JO0321_MARKER: DB = BENCH MARK DISK
 JO0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0321_STAMPING: E 332 1945
 JO0321_MARK LOGO: CGS
 JO0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0321+STABILITY: SURFACE MOTION
 JO0321
 JO0321  HISTORY     - Date     Condition        Report By
 JO0321  HISTORY     - 1945     MONUMENTED       CGS
 JO0321  HISTORY     - 1984     MARK NOT FOUND   NGS
 JO0321
 JO0321                          STATION DESCRIPTION
 JO0321
 JO0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JO0321'0.7 MI N FROM MILFORD.
 JO0321'0.7 MILE NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT MILFORD,
 JO0321'BEAVER COUNTY, AT THE T-JUNCTION OF A ROAD LEADING WEST, 50 FEET WEST
 JO0321'OF THE CENTERLINE OF THE COUNTY ROAD, 33 FEET SOUTH OF THE CENTERLINE
 JO0321'OF THE SIDE ROAD, 10 FEET SOUTH OF A FENCE CORNER, 2.4 FEET EAST OF
 JO0321'THE FENCE, AND 1.8 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A
 JO0321'STANDARD DISK, STAMPED E 332 1945 AND SET IN THE TOP OF A CONCRETE
 JO0321'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 JO0321
 JO0321                          STATION RECOVERY (1984)
 JO0321
 JO0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0321'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0617 ***********************************************************************
 LO0617  DESIGNATION -  E 333
 LO0617  PID         -  LO0617
 LO0617  STATE/COUNTY-  UT/SALT LAKE
 LO0617  COUNTRY     -  US
 LO0617  USGS QUAD   -  MIDVALE (2017)
 LO0617
 LO0617                         *CURRENT SURVEY CONTROL
 LO0617  ______________________________________________________________________
 LO0617* NAD 83(1986) POSITION- 40 36 34.     (N) 111 57 48.     (W)   SCALED
 LO0617* NAVD 88 ORTHO HEIGHT -  1364.078 (meters)     4475.31  (feet) ADJUSTED
 LO0617  ______________________________________________________________________
 LO0617  GEOID HEIGHT    -        -17.248 (meters)                     GEOID18
 LO0617  DYNAMIC HEIGHT  -       1362.951 (meters)     4471.62  (feet) COMP
 LO0617  MODELED GRAVITY -    979,751.8   (mgal)                       NAVD 88
 LO0617
 LO0617  VERT ORDER      -  FIRST     CLASS II
 LO0617
 LO0617.This mark is at Salt Lake City #2 Airport (U42)
 LO0617
 LO0617.The horizontal coordinates were scaled from a map and have
 LO0617.an estimated accuracy of +/- 6 seconds.
 LO0617
 LO0617.The orthometric height was determined by differential leveling and
 LO0617.adjusted by the NATIONAL GEODETIC SURVEY
 LO0617.in June 1991.
 LO0617
 LO0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0617.GEOID18 height accuracy estimate available here.
 LO0617
 LO0617.Click photographs - Photos may exist for this station.
 LO0617
 LO0617.The dynamic height is computed by dividing the NAVD 88
 LO0617.geopotential number by the normal gravity value computed on the
 LO0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0617.degrees latitude (g = 980.6199 gals.).
 LO0617
 LO0617.The modeled gravity was interpolated from observed gravity values.
 LO0617
 LO0617;                    North         East    Units  Estimated Accuracy
 LO0617;SPC UT C     - 2,252,800.      460,790.      MT  (+/- 180 meters Scaled)
 LO0617
 LO0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK185958(NAD 83)
 LO0617
 LO0617                          SUPERSEDED SURVEY CONTROL
 LO0617
 LO0617  NGVD 29 (??/??/??) 1362.88   (m)         4471.4    (f) RESET       3  
 LO0617
 LO0617.Superseded values are not recommended for survey control.
 LO0617
 LO0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0617.See file dsdata.pdf to determine how the superseded data were derived.
 LO0617
 LO0617_MARKER: DB = BENCH MARK DISK
 LO0617_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0617_SP_SET: WALL
 LO0617_STAMPING: E 333 1945
 LO0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0617
 LO0617  HISTORY     - Date     Condition        Report By
 LO0617  HISTORY     - 1945     MONUMENTED       CGS
 LO0617  HISTORY     - 1983     GOOD             NGS
 LO0617
 LO0617                          STATION DESCRIPTION
 LO0617
 LO0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LO0617'2.4 MI SE FROM SALT LAKE AIRPORT NO 2.
 LO0617'2.4 MILES SOUTHEAST ALONG A COUNTY ROAD FROM THE MAIN GATE AT SALT
 LO0617'LAKE AIRPORT NO.2, SALT LAKE COUNTY, AT A LARGE CONCRETE BRIDGE OVER
 LO0617'AN IRRIGATION CANAL, IN THE SOUTH WALL, 4.5 FEET EAST OF THE WEST END
 LO0617'OF THE WALL, 33.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND ABOUT
 LO0617'1-1/2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED E 333 1945.
 LO0617
 LO0617                          STATION RECOVERY (1983)
 LO0617
 LO0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LO0617'IT IS 5.0 KM (3.1 MI) WEST ALONG STATE HIGHWAY 48 (7800 SOUTH STREET)
 LO0617'AND 0.3 KM (0.2 MI) EAST OF 3000 WEST STREET AND 7800 SOUTH STREET.
 LO0617'IT IS ACROSS FROM 3021 7800 SOUTH STREET (DILL RENTAL).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0564 ***********************************************************************
 LO0564  DESIGNATION -  E 334
 LO0564  PID         -  LO0564
 LO0564  STATE/COUNTY-  UT/SALT LAKE
 LO0564  COUNTRY     -  US
 LO0564  USGS QUAD   -  MIDVALE (2017)
 LO0564
 LO0564                         *CURRENT SURVEY CONTROL
 LO0564  ______________________________________________________________________
 LO0564* NAD 83(1986) POSITION- 40 37 14.     (N) 111 54 21.     (W)   SCALED
 LO0564* NAVD 88 ORTHO HEIGHT -  1325.420 (meters)     4348.48  (feet) ADJUSTED
 LO0564  ______________________________________________________________________
 LO0564  GEOID HEIGHT    -        -17.106 (meters)                     GEOID18
 LO0564  DYNAMIC HEIGHT  -       1324.330 (meters)     4344.91  (feet) COMP
 LO0564  MODELED GRAVITY -    979,757.3   (mgal)                       NAVD 88
 LO0564
 LO0564  VERT ORDER      -  FIRST     CLASS II
 LO0564
 LO0564.The horizontal coordinates were scaled from a map and have
 LO0564.an estimated accuracy of +/- 6 seconds.
 LO0564
 LO0564.The orthometric height was determined by differential leveling and
 LO0564.adjusted by the NATIONAL GEODETIC SURVEY
 LO0564.in June 1991.
 LO0564
 LO0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0564.GEOID18 height accuracy estimate available here.
 LO0564
 LO0564.Click photographs - Photos may exist for this station.
 LO0564
 LO0564.The dynamic height is computed by dividing the NAVD 88
 LO0564.geopotential number by the normal gravity value computed on the
 LO0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0564.degrees latitude (g = 980.6199 gals.).
 LO0564
 LO0564.The modeled gravity was interpolated from observed gravity values.
 LO0564
 LO0564;                    North         East    Units  Estimated Accuracy
 LO0564;SPC UT C     - 2,254,010.      465,660.      MT  (+/- 180 meters Scaled)
 LO0564
 LO0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK233970(NAD 83)
 LO0564
 LO0564                          SUPERSEDED SURVEY CONTROL
 LO0564
 LO0564  NGVD 29 (??/??/92) 1324.456  (m)         4345.32   (f) ADJ UNCH    1 2
 LO0564
 LO0564.Superseded values are not recommended for survey control.
 LO0564
 LO0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0564.See file dsdata.pdf to determine how the superseded data were derived.
 LO0564
 LO0564_MARKER: DB = BENCH MARK DISK
 LO0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0564_STAMPING: E 334 1945
 LO0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0564+STABILITY: SURFACE MOTION
 LO0564
 LO0564  HISTORY     - Date     Condition        Report By
 LO0564  HISTORY     - 1945     MONUMENTED       CGS
 LO0564  HISTORY     - 1983     MARK NOT FOUND   NGS
 LO0564
 LO0564                          STATION DESCRIPTION
 LO0564
 LO0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LO0564'0.8 MI N FROM MIDVALE.
 LO0564'0.8 MILE NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 LO0564'THE STATION AT MIDVALE, SALT LAKE COUNTY, 0.1 MILE NORTH OF MILEPOST
 LO0564'735, AT A ROAD CROSSING, 65 FEET WEST OF THE WEST RAIL OF THE WEST
 LO0564'TRACK, 36 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 1.3 FEET NORTH
 LO0564'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 334 1945
 LO0564'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 LO0564'GROUND.
 LO0564
 LO0564                          STATION RECOVERY (1983)
 LO0564
 LO0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LO0564'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0478 ***********************************************************************
 MS0478  DESIGNATION -  E 337
 MS0478  PID         -  MS0478
 MS0478  STATE/COUNTY-  UT/BOX ELDER
 MS0478  COUNTRY     -  US
 MS0478  USGS QUAD   -  POLE CREEK (2017)
 MS0478
 MS0478                         *CURRENT SURVEY CONTROL
 MS0478  ______________________________________________________________________
 MS0478* NAD 83(1986) POSITION- 41 53 08.     (N) 113 59 05.     (W)   SCALED
 MS0478* NAVD 88 ORTHO HEIGHT -  1698.112 (meters)     5571.22  (feet) ADJUSTED
 MS0478  ______________________________________________________________________
 MS0478  GEOID HEIGHT    -        -15.177 (meters)                     GEOID18
 MS0478  DYNAMIC HEIGHT  -       1696.846 (meters)     5567.07  (feet) COMP
 MS0478  MODELED GRAVITY -    979,817.0   (mgal)                       NAVD 88
 MS0478
 MS0478  VERT ORDER      -  SECOND    CLASS 0
 MS0478
 MS0478.The horizontal coordinates were scaled from a map and have
 MS0478.an estimated accuracy of +/- 6 seconds.
 MS0478
 MS0478.The orthometric height was determined by differential leveling and
 MS0478.adjusted by the NATIONAL GEODETIC SURVEY
 MS0478.in June 1991.
 MS0478
 MS0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0478.GEOID18 height accuracy estimate available here.
 MS0478
 MS0478.Click photographs - Photos may exist for this station.
 MS0478
 MS0478.The dynamic height is computed by dividing the NAVD 88
 MS0478.geopotential number by the normal gravity value computed on the
 MS0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0478.degrees latitude (g = 980.6199 gals.).
 MS0478
 MS0478.The modeled gravity was interpolated from observed gravity values.
 MS0478
 MS0478;                    North         East    Units  Estimated Accuracy
 MS0478;SPC UT N     - 1,175,330.      293,800.      MT  (+/- 180 meters Scaled)
 MS0478
 MS0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM523413(NAD 83)
 MS0478
 MS0478                          SUPERSEDED SURVEY CONTROL
 MS0478
 MS0478  NGVD 29 (??/??/92) 1696.96   (m)         5567.4    (f) COMPUTED    2 0
 MS0478
 MS0478.Superseded values are not recommended for survey control.
 MS0478
 MS0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0478.See file dsdata.pdf to determine how the superseded data were derived.
 MS0478
 MS0478_MARKER: DB = BENCH MARK DISK
 MS0478_SETTING: 80 = SET IN A BOULDER
 MS0478_STAMPING: E 337 1951
 MS0478_MARK LOGO: CGS
 MS0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0478+STABILITY: SURFACE MOTION
 MS0478
 MS0478  HISTORY     - Date     Condition        Report By
 MS0478  HISTORY     - 1951     MONUMENTED       CGS
 MS0478  HISTORY     - 19851101 GOOD             USGS
 MS0478
 MS0478                          STATION DESCRIPTION
 MS0478
 MS0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MS0478'16.7 MI N FROM GROUSE CREEK.
 MS0478'3.4 MILES NORTH, 13.3 MILES NORTHWEST, AT THE BOTTOM OF A SHORT GRADE,
 MS0478'AT THE Y JUNCTION OF A TRACK ROAD LEADING SOUTH, AT A POINT WHERE A
 MS0478'SMALL STREAM CROSSES THE ROAD, 172 FEET NORTH OF AND ACROSS THE STREAM
 MS0478'FROM A FENCE CORNER, 79 1/2 FEET NORTH OF THE CENTER OF THE JUNCTION,
 MS0478'49 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 48.1 FEET NORTH OF
 MS0478'THE NORTHEAST END OF A 48 INCH CORRUGATED METAL PIPE CULVERT THRU
 MS0478'WHICH THE STREAM FLOWS, AND IN TOP OF A BOULDER WHICH PROJECTS ABOUT
 MS0478'1/2 FOOT, AND ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND MARKED BY THE
 MS0478'WHITE PAINTED LETTERS B M.
 MS0478
 MS0478                          STATION RECOVERY (1985)
 MS0478
 MS0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DKC)
 MS0478'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0503 ***********************************************************************
 MR0503  DESIGNATION -  E 338
 MR0503  PID         -  MR0503
 MR0503  STATE/COUNTY-  UT/CACHE
 MR0503  COUNTRY     -  US
 MR0503  USGS QUAD   -  TRENTON (2017)
 MR0503
 MR0503                         *CURRENT SURVEY CONTROL
 MR0503  ______________________________________________________________________
 MR0503* NAD 83(1986) POSITION- 41 58 33.     (N) 111 52 35.     (W)   SCALED
 MR0503* NAVD 88 ORTHO HEIGHT -  1375.140 (meters)     4511.61  (feet) ADJUSTED
 MR0503  ______________________________________________________________________
 MR0503  GEOID HEIGHT    -        -14.841 (meters)                     GEOID18
 MR0503  DYNAMIC HEIGHT  -       1374.190 (meters)     4508.49  (feet) COMP
 MR0503  MODELED GRAVITY -    979,884.1   (mgal)                       NAVD 88
 MR0503
 MR0503  VERT ORDER      -  SECOND    CLASS 0
 MR0503
 MR0503.The horizontal coordinates were scaled from a map and have
 MR0503.an estimated accuracy of +/- 6 seconds.
 MR0503
 MR0503.The orthometric height was determined by differential leveling and
 MR0503.adjusted by the NATIONAL GEODETIC SURVEY
 MR0503.in June 1991.
 MR0503
 MR0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0503.GEOID18 height accuracy estimate available here.
 MR0503
 MR0503.Click photographs - Photos may exist for this station.
 MR0503
 MR0503.The dynamic height is computed by dividing the NAVD 88
 MR0503.geopotential number by the normal gravity value computed on the
 MR0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0503.degrees latitude (g = 980.6199 gals.).
 MR0503
 MR0503.The modeled gravity was interpolated from observed gravity values.
 MR0503
 MR0503;                    North         East    Units  Estimated Accuracy
 MR0503;SPC UT N     - 1,182,480.      468,800.      MT  (+/- 180 meters Scaled)
 MR0503
 MR0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM273474(NAD 83)
 MR0503
 MR0503                          SUPERSEDED SURVEY CONTROL
 MR0503
 MR0503  NGVD 29 (??/??/92) 1374.151  (m)         4508.36   (f) ADJ UNCH    2 0
 MR0503
 MR0503.Superseded values are not recommended for survey control.
 MR0503
 MR0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0503.See file dsdata.pdf to determine how the superseded data were derived.
 MR0503
 MR0503_MARKER: DB = BENCH MARK DISK
 MR0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0503_STAMPING: E 338 1951
 MR0503_MARK LOGO: CGS
 MR0503_PROJECTION: PROJECTING 6 CENTIMETERS
 MR0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0503+STABILITY: SURFACE MOTION
 MR0503
 MR0503  HISTORY     - Date     Condition        Report By
 MR0503  HISTORY     - 1951     MONUMENTED       CGS
 MR0503
 MR0503                          STATION DESCRIPTION
 MR0503
 MR0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MR0503'1.0 MI W FROM LEWISTON.
 MR0503'ABOUT 1.0 MILES WEST ALONG STATE HIGHWAY NO. 61 FROM THE LEWISTON
 MR0503'STATE BANK, AT A ROAD CROSSING, 33 1/2 FEET WEST OF THE CENTER LINE OF
 MR0503'A NORTH AND SOUTH ROAD, 26 FEET NORTH OF THE CENTER LINE OF THE
 MR0503'HIGHWAY, 6 1/2 FEET NORTHWEST OF A POWER LINE POLE, 1.6 FEET SOUTHWEST
 MR0503'OF A FENCE CORNER, 1.8 FEET EAST OF A WITNESS POST, LEVEL WITH THE
 MR0503'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FEET
 MR0503'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0345 ***********************************************************************
 JO0345  DESIGNATION -  E 34
 JO0345  PID         -  JO0345
 JO0345  STATE/COUNTY-  UT/MILLARD
 JO0345  COUNTRY     -  US
 JO0345  USGS QUAD   -  MORMON GAP (2017)
 JO0345
 JO0345                         *CURRENT SURVEY CONTROL
 JO0345  ______________________________________________________________________
 JO0345* NAD 83(1986) POSITION- 38 39 47.     (N) 113 52 48.     (W)   SCALED
 JO0345* NAVD 88 ORTHO HEIGHT -  1844.348 (meters)     6051.00  (feet) ADJUSTED
 JO0345  ______________________________________________________________________
 JO0345  GEOID HEIGHT    -        -20.864 (meters)                     GEOID18
 JO0345  DYNAMIC HEIGHT  -       1842.374 (meters)     6044.52  (feet) COMP
 JO0345  MODELED GRAVITY -    979,492.0   (mgal)                       NAVD 88
 JO0345
 JO0345  VERT ORDER      -  FIRST     CLASS II
 JO0345
 JO0345.The horizontal coordinates were scaled from a map and have
 JO0345.an estimated accuracy of +/- 6 seconds.
 JO0345
 JO0345.The orthometric height was determined by differential leveling and
 JO0345.adjusted by the NATIONAL GEODETIC SURVEY
 JO0345.in June 1991.
 JO0345
 JO0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0345.GEOID18 height accuracy estimate available here.
 JO0345
 JO0345.Click photographs - Photos may exist for this station.
 JO0345
 JO0345.The dynamic height is computed by dividing the NAVD 88
 JO0345.geopotential number by the normal gravity value computed on the
 JO0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0345.degrees latitude (g = 980.6199 gals.).
 JO0345
 JO0345.The modeled gravity was interpolated from observed gravity values.
 JO0345
 JO0345;                    North         East    Units  Estimated Accuracy
 JO0345;SPC UT C     - 2,039,360.      292,860.      MT  (+/- 180 meters Scaled)
 JO0345
 JO0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH494833(NAD 83)
 JO0345
 JO0345                          SUPERSEDED SURVEY CONTROL
 JO0345
 JO0345  NGVD 29 (??/??/92) 1843.131  (m)         6047.01   (f) ADJ UNCH    1 2
 JO0345
 JO0345.Superseded values are not recommended for survey control.
 JO0345
 JO0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0345.See file dsdata.pdf to determine how the superseded data were derived.
 JO0345
 JO0345_MARKER: DB = BENCH MARK DISK
 JO0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0345_STAMPING: E 34 1934
 JO0345_MARK LOGO: CGS
 JO0345_PROJECTION: PROJECTING 10 CENTIMETERS
 JO0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0345+STABILITY: SURFACE MOTION
 JO0345
 JO0345  HISTORY     - Date     Condition        Report By
 JO0345  HISTORY     - 1934     MONUMENTED       CGS
 JO0345  HISTORY     - 1971     GOOD             USGS
 JO0345  HISTORY     - 1984     GOOD             NGS
 JO0345
 JO0345                          STATION DESCRIPTION
 JO0345
 JO0345'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0345'22.4 MI SE FROM GARRISON.
 JO0345'21.0 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 JO0345'GARRISON, MILLARD COUNTY, 325 FT. SOUTHWEST FROM THE CENTERLINE OF THE
 JO0345'HIGHWAY, AND 43 FT. NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY, AND
 JO0345'43 FT. NORTHEAST FROM THE CENTERLINE OF A DIRT ROAD, AND SET IN THE
 JO0345'TOP OF A CONCRETE POST.
 JO0345
 JO0345                          STATION RECOVERY (1984)
 JO0345
 JO0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0345'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  34.1 KM
 JO0345'(21.3 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0345'OFFICE AT GARRISON, 0.6 KM (0.4 MI) SOUTHEAST OF MILEPOST 22, 0.15 KM
 JO0345'(0.1 MI) NORTHWEST OF THE INTERSECTION OF A TRACK ROAD, 98.1 METERS
 JO0345'(322 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE AND 14.6 METERS (48 FT)
 JO0345'NORTHEAST OF THE CENTER OF THE OLD HIGHWAY.
 JO0345'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 JO0345'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0181 ***********************************************************************
 JO0181  DESIGNATION -  E 35
 JO0181  PID         -  JO0181
 JO0181  STATE/COUNTY-  UT/IRON
 JO0181  COUNTRY     -  US
 JO0181  USGS QUAD   -  BUCKHORN FLAT (2017)
 JO0181
 JO0181                         *CURRENT SURVEY CONTROL
 JO0181  ______________________________________________________________________
 JO0181* NAD 83(1994) POSITION- 38 00 26.44234(N) 112 43 16.84260(W)   ADJUSTED
 JO0181* NAVD 88 ORTHO HEIGHT -  1771.835 (meters)     5813.10  (feet) ADJUSTED
 JO0181  ______________________________________________________________________
 JO0181  GEOID HEIGHT    -        -20.673 (meters)                     GEOID18
 JO0181  LAPLACE CORR    -          6.36  (seconds)                    DEFLEC18
 JO0181  DYNAMIC HEIGHT  -       1769.793 (meters)     5806.40  (feet) COMP
 JO0181  MODELED GRAVITY -    979,414.9   (mgal)                       NAVD 88
 JO0181
 JO0181  HORZ ORDER      -  THIRD
 JO0181  VERT ORDER      -  SECOND    CLASS 0
 JO0181
 JO0181.The horizontal coordinates were established by classical geodetic methods
 JO0181.and adjusted by the National Geodetic Survey in November 1997.
 JO0181
 JO0181.The orthometric height was determined by differential leveling and
 JO0181.adjusted by the NATIONAL GEODETIC SURVEY
 JO0181.in June 1991.
 JO0181
 JO0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0181.GEOID18 height accuracy estimate available here.
 JO0181
 JO0181.Click photographs - Photos may exist for this station.
 JO0181
 JO0181.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0181
 JO0181.The dynamic height is computed by dividing the NAVD 88
 JO0181.geopotential number by the normal gravity value computed on the
 JO0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0181.degrees latitude (g = 980.6199 gals.).
 JO0181
 JO0181.The modeled gravity was interpolated from observed gravity values.
 JO0181
 JO0181. The following values were computed from the NAD 83(1994) position.
 JO0181
 JO0181;                    North         East     Units Scale Factor Converg.
 JO0181;SPC UT S     - 3,149,494.854   392,744.410   MT  0.99995887   -0 44 53.9
 JO0181;SPC UT S     -10,332,967.70  1,288,528.95   sFT  0.99995887   -0 44 53.9
 JO0181;UTM  12      - 4,208,028.029   348,880.018   MT  0.99988127   -1 03 36.5
 JO0181
 JO0181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0181!SPC UT S     -   0.99972529  x   0.99995887  =   0.99968417
 JO0181!UTM  12      -   0.99972529  x   0.99988127  =   0.99960660
 JO0181
 JO0181:                Primary Azimuth Mark                     Grid Az
 JO0181:SPC UT S     -  PAROWAN                                  251 49 14.3
 JO0181:UTM  12      -  PAROWAN                                  252 07 56.9
 JO0181
 JO0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH4888008028(NAD 83)
 JO0181
 JO0181|---------------------------------------------------------------------|
 JO0181| PID    Reference Object                     Distance      Geod. Az  |
 JO0181|                                                           dddmmss.s |
 JO0181| HO0592 PAROWAN                             APPROX. 2.8 KM 2510420.4 |
 JO0181|---------------------------------------------------------------------|
 JO0181
 JO0181                          SUPERSEDED SURVEY CONTROL
 JO0181
 JO0181  NAD 83(1986)-  38 00 26.43908(N)    112 43 16.84021(W) AD(       ) 3
 JO0181  NAD 27      -  38 00 26.53678(N)    112 43 14.04941(W) AD(       ) 3
 JO0181  NGVD 29 (??/??/92) 1770.668  (m)         5809.27   (f) ADJ UNCH    2 0
 JO0181  NGVD 29            1770.67   (m)         5809.3    (f) LEVELING    3  
 JO0181
 JO0181.Superseded values are not recommended for survey control.
 JO0181
 JO0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0181.See file dsdata.pdf to determine how the superseded data were derived.
 JO0181
 JO0181_MARKER: DB = BENCH MARK DISK
 JO0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0181_STAMPING: E 35 1934
 JO0181_MARK LOGO: CGS
 JO0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0181+STABILITY: SURFACE MOTION
 JO0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0181+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2010
 JO0181
 JO0181  HISTORY     - Date     Condition        Report By
 JO0181  HISTORY     - 1934     MONUMENTED       CGS
 JO0181  HISTORY     - 1971     GOOD             USGS
 JO0181  HISTORY     - 20101209 GOOD             GEOCAC
 JO0181
 JO0181                          STATION DESCRIPTION
 JO0181
 JO0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0181'13.3 MI N FROM PAROWAN.
 JO0181'13.3 MILES NORTH ALONG U. S. HIGHWAY 91 FROM THE HIGH SCHOOL AT
 JO0181'PAROWAN, ABOUT 0.2 MILE NORTHEAST OF A LARGE WHITE FARMHOUSE, ABOUT
 JO0181'183 FEET SOUTHWEST OF THE WEST CONCRETE HEAD WALL OF A GALVANIZED PIPE
 JO0181'CULVERT, AND 63 FEET WEST OF THE CENTER LINE OF THE HIGHWAY. SET IN
 JO0181'THE TOP OF A CONCRETE POST.
 JO0181
 JO0181                          STATION RECOVERY (1971)
 JO0181
 JO0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JO0181'REVISED DESCRIPTION
 JO0181'AS FOLLOWS
 JO0181'
 JO0181'IN IRON COUNTY, ABOUT 14.4 MI. N. ALONG U.S. HIGHWAY 91 FROM THE HIGH
 JO0181'SCHOOL IN PAROWAN, ABOUT 2.2 MI. N. OF A REST AREA, TO A GATE ON THE
 JO0181'E. SIDE OF THE HIGHWAY, PROCEED THROUGH THE GATE 0.1 MI. E. TO MARK
 JO0181'LOCATED 8 FT. NE. OF AN OLD FENCEPOST, 55 FT. W. OF OLD HIGHWAY 91
 JO0181'ROADBED, A USGS SURVEY WITNESS SIGN ON A STEEL POST 3 FT. TO E.  A
 JO0181'USC AND GS DISK, STAMPED ---E 35 1934---, CEMENTED IN THE TOP OF A
 JO0181'CONCRETE POST.
 JO0181'
 JO0181'STATION MARK--A USC AND GS BENCH MARK DISK, STAMPED ---E 35 1934---,
 JO0181'SET IN A CONCRETE POST PROJECTING 0.4 FT.
 JO0181'
 JO0181'REFERENCE MARKS--NONE.
 JO0181
 JO0181                          STATION RECOVERY (2010)
 JO0181
 JO0181'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 JO0181'MARK IS ABOUT 300 M EAST OF A NON-EXIT OVERPASS AT ABOUT MP 89.7 ON I
 JO0181'15.  METAL WP IS BROKEN OFF AND THE TAG IS MISSING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0132 ***********************************************************************
 JN0132  DESIGNATION -  E 36
 JN0132  PID         -  JN0132
 JN0132  STATE/COUNTY-  UT/SEVIER
 JN0132  COUNTRY     -  US
 JN0132  USGS QUAD   -  WALKER FLAT (2017)
 JN0132
 JN0132                         *CURRENT SURVEY CONTROL
 JN0132  ______________________________________________________________________
 JN0132* NAD 83(1986) POSITION- 38 48 10.9    (N) 111 19 33.0    (W)   HD_HELD2
 JN0132* NAVD 88 ORTHO HEIGHT -  1868.551 (meters)     6130.40  (feet) ADJUSTED
 JN0132  ______________________________________________________________________
 JN0132  GEOID HEIGHT    -        -17.869 (meters)                     GEOID18
 JN0132  DYNAMIC HEIGHT  -       1866.516 (meters)     6123.73  (feet) COMP
 JN0132  MODELED GRAVITY -    979,473.1   (mgal)                       NAVD 88
 JN0132
 JN0132  VERT ORDER      -  SECOND    CLASS 0
 JN0132
 JN0132.The horizontal coordinates were established by autonomous hand held GPS
 JN0132.observations and have an estimated accuracy of +/- 10 meters.
 JN0132
 JN0132.The orthometric height was determined by differential leveling and
 JN0132.adjusted by the NATIONAL GEODETIC SURVEY
 JN0132.in June 1991.
 JN0132
 JN0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0132.GEOID18 height accuracy estimate available here.
 JN0132
 JN0132.Click photographs - Photos may exist for this station.
 JN0132
 JN0132.The dynamic height is computed by dividing the NAVD 88
 JN0132.geopotential number by the normal gravity value computed on the
 JN0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0132.degrees latitude (g = 980.6199 gals.).
 JN0132
 JN0132.The modeled gravity was interpolated from observed gravity values.
 JN0132
 JN0132;                    North         East    Units  Estimated Accuracy
 JN0132;SPC UT C     - 2,052,162.      515,130.      MT  (+/- 10 meters HH2 GPS)
 JN0132
 JN0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH7170794969(NAD 83)
 JN0132
 JN0132                          SUPERSEDED SURVEY CONTROL
 JN0132
 JN0132  NGVD 29 (??/??/92) 1867.333  (m)         6126.41   (f) ADJ UNCH    2 0
 JN0132
 JN0132.Superseded values are not recommended for survey control.
 JN0132
 JN0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0132.See file dsdata.pdf to determine how the superseded data were derived.
 JN0132
 JN0132_MARKER: DB = BENCH MARK DISK
 JN0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0132_STAMPING: E 36 1934
 JN0132_MARK LOGO: CGS
 JN0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0132+STABILITY: SURFACE MOTION
 JN0132
 JN0132  HISTORY     - Date     Condition        Report By
 JN0132  HISTORY     - 1934     MONUMENTED       CGS
 JN0132
 JN0132                          STATION DESCRIPTION
 JN0132
 JN0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0132'10.4 MI S FROM EMERY.
 JN0132'IN SEVIER COUNTY, ABOUT 10.4 MILES SOUTH ALONG STATE HIGHWAY 10 FROM
 JN0132'THE PUBLIC SCHOOL AT EMERY, EMERY COUNTY, ABOUT 102 FEET NORTHWEST OF
 JN0132'THE FOOT OF A LARGE BENCH OF HILLS, 45 FEET NORTHWEST OF THE CENTER
 JN0132'LINE OF THE HIGHWAY, AND 2 FEET NORTHEAST OF A FENCE CORNER.  A
 JN0132'STANDARD DISK, STAMPED E 36 1934 AND SET IN THE TOP OF A CONCRETE
 JN0132'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0338 ***********************************************************************
 HO0338  DESIGNATION -  E 364
 HO0338  PID         -  HO0338
 HO0338  STATE/COUNTY-  UT/WASHINGTON
 HO0338  COUNTRY     -  US
 HO0338  USGS QUAD   -  HURRICANE (2017)
 HO0338
 HO0338                         *CURRENT SURVEY CONTROL
 HO0338  ______________________________________________________________________
 HO0338* NAD 83(1986) POSITION- 37 11 45.24   (N) 113 16 30.84   (W)   HD_HELD1
 HO0338* NAVD 88 ORTHO HEIGHT -   971.594 (meters)     3187.64  (feet) ADJUSTED
 HO0338  ______________________________________________________________________
 HO0338  GEOID HEIGHT    -        -23.567 (meters)                     GEOID18
 HO0338  DYNAMIC HEIGHT  -        970.577 (meters)     3184.30  (feet) COMP
 HO0338  MODELED GRAVITY -    979,552.3   (mgal)                       NAVD 88
 HO0338
 HO0338  VERT ORDER      -  FIRST     CLASS II
 HO0338
 HO0338.The horizontal coordinates were determined by differentially corrected
 HO0338.hand held GPS observations or other comparable positioning techniques
 HO0338.and have an estimated accuracy of +/- 3 meters.
 HO0338
 HO0338.The orthometric height was determined by differential leveling and
 HO0338.adjusted by the NATIONAL GEODETIC SURVEY
 HO0338.in June 1991.
 HO0338
 HO0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0338.GEOID18 height accuracy estimate available here.
 HO0338
 HO0338.Click photographs - Photos may exist for this station.
 HO0338
 HO0338.The dynamic height is computed by dividing the NAVD 88
 HO0338.geopotential number by the normal gravity value computed on the
 HO0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0338.degrees latitude (g = 980.6199 gals.).
 HO0338
 HO0338.The modeled gravity was interpolated from observed gravity values.
 HO0338
 HO0338;                    North         East    Units  Estimated Accuracy
 HO0338;SPC UT S     - 3,060,232.1     342,398.7     MT  (+/- 3 meters HH1 GPS) 
 HO0338
 HO0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG9806419029(NAD 83)
 HO0338
 HO0338                          SUPERSEDED SURVEY CONTROL
 HO0338
 HO0338.No superseded survey control is available for this station.
 HO0338
 HO0338_MARKER: I = METAL ROD
 HO0338_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0338_STAMPING: E 364 1982
 HO0338_MARK LOGO: NGS
 HO0338_PROJECTION: FLUSH
 HO0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HO0338+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 HO0338_ROD/PIPE-DEPTH: 6.1 meters
 HO0338
 HO0338  HISTORY     - Date     Condition        Report By
 HO0338  HISTORY     - 1982     MONUMENTED       NGS
 HO0338  HISTORY     - 20050915 GOOD             INDIV
 HO0338
 HO0338                          STATION DESCRIPTION
 HO0338
 HO0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0338'1.7 KM (1.0 MI) SOUTH FROM LA VERKIN.
 HO0338'1.7 KM (1.05 MI) SOUTH ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 HO0338'STATE HIGHWAY 17 IN LA VERKIN, IN THE NORTHWEST CORNER OF THE
 HO0338'INTERSECTION OF A PAVED ROAD LEADING EAST AND A DIRT ROAD LEADING WEST
 HO0338'TO A SUB STATION, 0.18 KM (0.1 MI) NORTH OF MILEPOST 11, 0.6 KM (0.4
 HO0338'MI) NORTH OF THE NORTH END OF THE CONCRETE BRIDGE OVER THE VIRGIN
 HO0338'RIVER, 12.0 METERS (39.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 34.1
 HO0338'METERS (112 FT) NORTH OF THE CENTER OF THE DIRT ROAD, 31.4 METERS (103
 HO0338'FT) NORTHEAST OF A FENCE CORNER POST, 1.8 METERS (6 FT) SOUTHWEST OF
 HO0338'THE SECOND POWER POLE NORTHEAST OF THE DIRT ROAD, 1.8 METERS (6 FT)
 HO0338'NORTHWEST OF THE NORTHWEST HIGHWAY CURB, 1.0 METER (3.5 FT) SOUTHEAST
 HO0338'OF THE SOUTHEAST EDGE OF A SMALL IRRIGATION CANAL, 0.3 METER (1 FT)
 HO0338'SOUTHEAST OF THE RIGHT OF WAY FENCE.
 HO0338'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 HO0338'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 HO0338
 HO0338                          STATION RECOVERY (2005)
 HO0338
 HO0338'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RW)
 HO0338'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0363 ***********************************************************************
 HO0363  DESIGNATION -  E 365
 HO0363  PID         -  HO0363
 HO0363  STATE/COUNTY-  UT/WASHINGTON
 HO0363  COUNTRY     -  US
 HO0363  USGS QUAD   -  SANTA CLARA (2017)
 HO0363
 HO0363                         *CURRENT SURVEY CONTROL
 HO0363  ______________________________________________________________________
 HO0363* NAD 83(1986) POSITION- 37 08 50.73   (N) 113 40 29.34   (W)   HD_HELD1
 HO0363* NAVD 88 ORTHO HEIGHT -   903.771 (meters)     2965.12  (feet) ADJUSTED
 HO0363  ______________________________________________________________________
 HO0363  GEOID HEIGHT    -        -24.492 (meters)                     GEOID18
 HO0363  DYNAMIC HEIGHT  -        902.860 (meters)     2962.13  (feet) COMP
 HO0363  MODELED GRAVITY -    979,593.9   (mgal)                       NAVD 88
 HO0363  OBS GRAVITY     -    979,590.9   (mgal)                       GRAV_OBS
 HO0363
 HO0363  VERT ORDER      -  FIRST     CLASS II
 HO0363
 HO0363.The horizontal coordinates were determined by differentially corrected
 HO0363.hand held GPS observations or other comparable positioning techniques
 HO0363.and have an estimated accuracy of +/- 3 meters.
 HO0363
 HO0363.The orthometric height was determined by differential leveling and
 HO0363.adjusted by the NATIONAL GEODETIC SURVEY
 HO0363.in June 1991.
 HO0363
 HO0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0363.GEOID18 height accuracy estimate available here.
 HO0363
 HO0363.Click photographs - Photos may exist for this station.
 HO0363
 HO0363.The dynamic height is computed by dividing the NAVD 88
 HO0363.geopotential number by the normal gravity value computed on the
 HO0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0363.degrees latitude (g = 980.6199 gals.).
 HO0363
 HO0363.The modeled gravity was interpolated from observed gravity values.
 HO0363
 HO0363.The observed gravity was obtained from relative gravimeter ties
 HO0363.to the IGSN71 gravity network.
 HO0363
 HO0363;                    North         East    Units  Estimated Accuracy
 HO0363;SPC UT S     - 3,055,602.9     306,805.3     MT  (+/- 3 meters HH1 GPS) 
 HO0363
 HO0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG6244214576(NAD 83)
 HO0363
 HO0363                          SUPERSEDED SURVEY CONTROL
 HO0363
 HO0363.No superseded survey control is available for this station.
 HO0363
 HO0363_MARKER: F = FLANGE-ENCASED ROD
 HO0363_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0363_STAMPING: E 365 1982
 HO0363_MARK LOGO: NGS
 HO0363_PROJECTION: FLUSH
 HO0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0363+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2018
 HO0363_ROD/PIPE-DEPTH: 1.2 meters
 HO0363
 HO0363  HISTORY     - Date     Condition        Report By
 HO0363  HISTORY     - 1982     MONUMENTED       NGS
 HO0363  HISTORY     - 20030201 GOOD             NGS
 HO0363  HISTORY     - 20080419 GOOD             GEOCAC
 HO0363  HISTORY     - 20180609 GOOD             NGS
 HO0363
 HO0363                          STATION DESCRIPTION
 HO0363
 HO0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0363'2.8 KM (1.8 MI) WEST FROM SANTA CLARA.
 HO0363'2.85 KM (1.8 MI) WEST ALONG OLD US HIGHWAY 91 FROM THE CHURCH OF
 HO0363'LATTER DAY SAINTS IN SANTA CLARA, 1.0 METER (3.5 FT) NORTH OF A POWER
 HO0363'POLE ON THE NORTHWEST CORNER OF THE Y JUNCTION OF A PAVED ROAD LEADING
 HO0363'NORTH TO IVINS, 15.2 METERS (50 FT) NORTHEAST OF THE HIGHWAY
 HO0363'CENTERLINE, 16.1 METERS (53 FT) WEST OF THE ROAD CENTER.
 HO0363'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 HO0363'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 HO0363
 HO0363                          STATION RECOVERY (2003)
 HO0363
 HO0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 HO0363'WITNESS POST DETERIORATING.
 HO0363
 HO0363                          STATION RECOVERY (2008)
 HO0363
 HO0363'RECOVERY NOTE BY GEOCACHING 2008 (DEL)
 HO0363'RECOVERED IN GOOD CONDITION.
 HO0363
 HO0363                          STATION RECOVERY (2018)
 HO0363
 HO0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 HO0363'THE STREET TO THE NORTH IS RED MOUNTAIN BOULEVARD (AKA SOUTH 200 EAST
 HO0363'ROAD).  THE WITNESS POST CONTINUES TO DISINTEGRATE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0402 ***********************************************************************
 HO0402  DESIGNATION -  E 366
 HO0402  PID         -  HO0402
 HO0402  STATE/COUNTY-  UT/WASHINGTON
 HO0402  COUNTRY     -  US
 HO0402  USGS QUAD   -  VIRGIN (2017)
 HO0402
 HO0402                         *CURRENT SURVEY CONTROL
 HO0402  ______________________________________________________________________
 HO0402* NAD 83(1986) POSITION- 37 12 25.     (N) 113 13 35.     (W)   SCALED
 HO0402* NAVD 88 ORTHO HEIGHT -  1087.393 (meters)     3567.56  (feet) ADJUSTED
 HO0402  ______________________________________________________________________
 HO0402  GEOID HEIGHT    -        -23.337 (meters)                     GEOID18
 HO0402  DYNAMIC HEIGHT  -       1086.232 (meters)     3563.75  (feet) COMP
 HO0402  MODELED GRAVITY -    979,527.2   (mgal)                       NAVD 88
 HO0402
 HO0402  VERT ORDER      -  FIRST     CLASS II
 HO0402
 HO0402.The horizontal coordinates were scaled from a map and have
 HO0402.an estimated accuracy of +/- 6 seconds.
 HO0402
 HO0402.The orthometric height was determined by differential leveling and
 HO0402.adjusted by the NATIONAL GEODETIC SURVEY
 HO0402.in June 1991.
 HO0402
 HO0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0402.GEOID18 height accuracy estimate available here.
 HO0402
 HO0402.Click photographs - Photos may exist for this station.
 HO0402
 HO0402.The dynamic height is computed by dividing the NAVD 88
 HO0402.geopotential number by the normal gravity value computed on the
 HO0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0402.degrees latitude (g = 980.6199 gals.).
 HO0402
 HO0402.The modeled gravity was interpolated from observed gravity values.
 HO0402
 HO0402;                    North         East    Units  Estimated Accuracy
 HO0402;SPC UT S     - 3,061,380.      346,760.      MT  (+/- 180 meters Scaled)
 HO0402
 HO0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG024201(NAD 83)
 HO0402
 HO0402                          SUPERSEDED SURVEY CONTROL
 HO0402
 HO0402.No superseded survey control is available for this station.
 HO0402
 HO0402_MARKER: DV = VERTICAL CONTROL DISK
 HO0402_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HO0402_SP_SET: BOX CULVERT WING WALL
 HO0402_STAMPING: E 366 1982
 HO0402_MARK LOGO: NGS
 HO0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0402+STABILITY: SURFACE MOTION
 HO0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0402+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2020
 HO0402
 HO0402  HISTORY     - Date     Condition        Report By
 HO0402  HISTORY     - 1982     MONUMENTED       NGS
 HO0402  HISTORY     - 20070619 GOOD             INDIV
 HO0402  HISTORY     - 20200124 GOOD             NONE
 HO0402
 HO0402                          STATION DESCRIPTION
 HO0402
 HO0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0402'6.3 KM (3.9 MI) EAST FROM LA VERKIN.
 HO0402'6.35 KM (3.95 MI) EAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 HO0402'STATE HIGHWAY 17 IN LA VERKIN, IN TOP OF THE SOUTHWEST WINGWALL FOR A
 HO0402'5- BY 8-FOOT CONCRETE BOX CULVERT, 0.15 KM (0.1 MI) EAST OF MILEPOST
 HO0402'16, 7.3 METERS (24 FT) SOUTH OF THE HIGHWAY CENTERLINE.
 HO0402'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 HO0402
 HO0402                          STATION RECOVERY (2007)
 HO0402
 HO0402'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (RCW)
 HO0402'RECOVERED IN GOOD CONDITION.
 HO0402
 HO0402                          STATION RECOVERY (2020)
 HO0402
 HO0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2020 (CG)
 HO0402'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0426 ***********************************************************************
 HO0426  DESIGNATION -  E 367
 HO0426  PID         -  HO0426
 HO0426  STATE/COUNTY-  UT/KANE
 HO0426  COUNTRY     -  US
 HO0426  USGS QUAD   -  THE BARRACKS (2017)
 HO0426
 HO0426                         *CURRENT SURVEY CONTROL
 HO0426  ______________________________________________________________________
 HO0426* NAD 83(1986) POSITION- 37 14 25.7    (N) 112 49 26.0    (W)   HD_HELD2
 HO0426* NAVD 88 ORTHO HEIGHT -  1827.135 (meters)     5994.53  (feet) ADJUSTED
 HO0426  ______________________________________________________________________
 HO0426  GEOID HEIGHT    -        -21.966 (meters)                     GEOID18
 HO0426  DYNAMIC HEIGHT  -       1824.933 (meters)     5987.30  (feet) COMP
 HO0426  MODELED GRAVITY -    979,360.8   (mgal)                       NAVD 88
 HO0426
 HO0426  VERT ORDER      -  FIRST     CLASS II
 HO0426
 HO0426.The horizontal coordinates were established by autonomous hand held GPS
 HO0426.observations and have an estimated accuracy of +/- 10 meters.
 HO0426
 HO0426.The orthometric height was determined by differential leveling and
 HO0426.adjusted by the NATIONAL GEODETIC SURVEY
 HO0426.in June 1991.
 HO0426
 HO0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0426.GEOID18 height accuracy estimate available here.
 HO0426
 HO0426.Click photographs - Photos may exist for this station.
 HO0426
 HO0426.The dynamic height is computed by dividing the NAVD 88
 HO0426.geopotential number by the normal gravity value computed on the
 HO0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0426.degrees latitude (g = 980.6199 gals.).
 HO0426
 HO0426.The modeled gravity was interpolated from observed gravity values.
 HO0426
 HO0426;                    North         East    Units  Estimated Accuracy
 HO0426;SPC UT S     - 3,064,514.      382,535.      MT  (+/- 10 meters HH2 GPS)
 HO0426
 HO0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG3822223107(NAD 83)
 HO0426
 HO0426                          SUPERSEDED SURVEY CONTROL
 HO0426
 HO0426.No superseded survey control is available for this station.
 HO0426
 HO0426_MARKER: I = METAL ROD
 HO0426_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0426_STAMPING: E 367 1983
 HO0426_MARK LOGO: NGS
 HO0426_PROJECTION: FLUSH
 HO0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0426_ROD/PIPE-DEPTH: 8.5 meters
 HO0426
 HO0426  HISTORY     - Date     Condition        Report By
 HO0426  HISTORY     - 1983     MONUMENTED       NGS
 HO0426
 HO0426                          STATION DESCRIPTION
 HO0426
 HO0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0426'24.6 KM (15.4 MI) EAST FROM SPRINGDALE.
 HO0426'24.65 KM (15.4 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF
 HO0426'LATTER DAY SAINTS IN SPRINGDALE, 3.6 KM (2.3 MI) EAST OF THE ZION
 HO0426'NATIONAL PARK BOUNDARY, 0.62 KM (0.4 MI) WEST OF MILEPOST 47,
 HO0426'14.5 METERS (47.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 1.8 METERS
 HO0426'(6 FT) WEST OF POWER POLE 130, 0.45 METER (1.5 FT) NORTHWEST OF THE
 HO0426'RIGHT OF WAY FENCE.
 HO0426'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 HO0426'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0450 ***********************************************************************
 HO0450  DESIGNATION -  E 368
 HO0450  PID         -  HO0450
 HO0450  STATE/COUNTY-  UT/KANE
 HO0450  COUNTRY     -  US
 HO0450  USGS QUAD   -  KANAB (2017)
 HO0450
 HO0450                         *CURRENT SURVEY CONTROL
 HO0450  ______________________________________________________________________
 HO0450* NAD 83(1986) POSITION- 37 06 15.60   (N) 112 32 55.38   (W)   HD_HELD1
 HO0450* NAVD 88 ORTHO HEIGHT -  1571.722 (meters)     5156.56  (feet) ADJUSTED
 HO0450  ______________________________________________________________________
 HO0450  GEOID HEIGHT    -        -21.937 (meters)                     GEOID18
 HO0450  DYNAMIC HEIGHT  -       1569.907 (meters)     5150.60  (feet) COMP
 HO0450  MODELED GRAVITY -    979,420.6   (mgal)                       NAVD 88
 HO0450
 HO0450  VERT ORDER      -  FIRST     CLASS II
 HO0450
 HO0450.The horizontal coordinates were determined by differentially corrected
 HO0450.hand held GPS observations or other comparable positioning techniques
 HO0450.and have an estimated accuracy of +/- 3 meters.
 HO0450
 HO0450.The orthometric height was determined by differential leveling and
 HO0450.adjusted by the NATIONAL GEODETIC SURVEY
 HO0450.in June 1991.
 HO0450
 HO0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0450.GEOID18 height accuracy estimate available here.
 HO0450
 HO0450.Click photographs - Photos may exist for this station.
 HO0450
 HO0450.The dynamic height is computed by dividing the NAVD 88
 HO0450.geopotential number by the normal gravity value computed on the
 HO0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0450.degrees latitude (g = 980.6199 gals.).
 HO0450
 HO0450.The modeled gravity was interpolated from observed gravity values.
 HO0450
 HO0450;                    North         East    Units  Estimated Accuracy
 HO0450;SPC UT S     - 3,049,096.7     406,779.7     MT  (+/- 3 meters HH1 GPS) 
 HO0450
 HO0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG6238507568(NAD 83)
 HO0450
 HO0450                          SUPERSEDED SURVEY CONTROL
 HO0450
 HO0450.No superseded survey control is available for this station.
 HO0450
 HO0450_MARKER: DV = VERTICAL CONTROL DISK
 HO0450_SETTING: 66 = SET IN ROCK OUTCROP
 HO0450_STAMPING: E 368 1983
 HO0450_MARK LOGO: NGS
 HO0450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0450+STABILITY: POSITION/ELEVATION WELL
 HO0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0450+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2012
 HO0450
 HO0450  HISTORY     - Date     Condition        Report By
 HO0450  HISTORY     - 1983     MONUMENTED       NGS
 HO0450  HISTORY     - 20120610 GOOD             GEOCAC
 HO0450
 HO0450                          STATION DESCRIPTION
 HO0450
 HO0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0450'6.8 KM (4.3 MI) NORTH FROM KANAB.
 HO0450'6.85 KM (4.3 MI) NORTH ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER
 HO0450'DAY SAINTS IN KANAB, IN TOP OF THE SOUTH END OF A 1.5- BY 4-FOOT SHELF
 HO0450'OF RED SANDSTONE IN A MASSIVE SANDSTONE OUTCROP CUT, 0.38 KM (0.25 MI)
 HO0450'NORTH OF THE NORTH END OF THE BRIDGE OVER KANAB CREEK, 110.0 METERS
 HO0450'(361 FT) SOUTH OF MILEPOST 69, 9.4 METERS (31 FT) EAST OF THE HIGHWAY
 HO0450'CENTERLINE, 42.7 METERS (140 FT) SOUTH OF THE NORTH END OF THE CUT.
 HO0450'THE MARK IS 0.45 METERS  S FROM A WITNESS POST.
 HO0450'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 HO0450
 HO0450                          STATION RECOVERY (2012)
 HO0450
 HO0450'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0450'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0401 ***********************************************************************
 JO0401  DESIGNATION -  E 369
 JO0401  PID         -  JO0401
 JO0401  STATE/COUNTY-  UT/IRON
 JO0401  COUNTRY     -  US
 JO0401  USGS QUAD   -  MINERSVILLE (2017)
 JO0401
 JO0401                         *CURRENT SURVEY CONTROL
 JO0401  ______________________________________________________________________
 JO0401* NAD 83(1986) POSITION- 38 07 47.     (N) 112 57 31.     (W)   SCALED
 JO0401* NAVD 88 ORTHO HEIGHT -  1762.558 (meters)     5782.66  (feet) ADJUSTED
 JO0401  ______________________________________________________________________
 JO0401  GEOID HEIGHT    -        -20.985 (meters)                     GEOID18
 JO0401  DYNAMIC HEIGHT  -       1760.602 (meters)     5776.24  (feet) COMP
 JO0401  MODELED GRAVITY -    979,456.9   (mgal)                       NAVD 88
 JO0401  OBS GRAVITY     -    979,457.5   (mgal)                       GRAV_OBS
 JO0401
 JO0401  VERT ORDER      -  FIRST     CLASS II
 JO0401
 JO0401.The horizontal coordinates were scaled from a map and have
 JO0401.an estimated accuracy of +/- 6 seconds.
 JO0401
 JO0401.The orthometric height was determined by differential leveling and
 JO0401.adjusted by the NATIONAL GEODETIC SURVEY
 JO0401.in June 1991.
 JO0401
 JO0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0401.GEOID18 height accuracy estimate available here.
 JO0401
 JO0401.Click photographs - Photos may exist for this station.
 JO0401
 JO0401.The dynamic height is computed by dividing the NAVD 88
 JO0401.geopotential number by the normal gravity value computed on the
 JO0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0401.degrees latitude (g = 980.6199 gals.).
 JO0401
 JO0401.The modeled gravity was interpolated from observed gravity values.
 JO0401
 JO0401.The observed gravity was obtained from relative gravimeter ties
 JO0401.to the IGSN71 gravity network.
 JO0401
 JO0401;                    North         East    Units  Estimated Accuracy
 JO0401;SPC UT S     - 3,163,380.      372,120.      MT  (+/- 180 meters Scaled)
 JO0401
 JO0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH283220(NAD 83)
 JO0401
 JO0401                          SUPERSEDED SURVEY CONTROL
 JO0401
 JO0401.No superseded survey control is available for this station.
 JO0401
 JO0401_MARKER: I = METAL ROD
 JO0401_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JO0401+WITH SETTING: INFORMATION.
 JO0401_STAMPING: E 369 1984
 JO0401_MARK LOGO: NGS
 JO0401_PROJECTION: FLUSH
 JO0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0401_ROD/PIPE-DEPTH: 2.4 meters
 JO0401
 JO0401  HISTORY     - Date     Condition        Report By
 JO0401  HISTORY     - 1984     MONUMENTED       NGS
 JO0401
 JO0401                          STATION DESCRIPTION
 JO0401
 JO0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0401'10.3 KM (6.4 MI) SOUTH FROM MINERSVILLE.
 JO0401'10.24 KM (6.36 MI) SOUTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 JO0401'AT MINERSVILLE, IN THE SOUTH CORNER OF THE INTERSECTION OF TWO FENCE
 JO0401'LINES, 0.55 KM (0.34 MI) SOUTH OF MILEPOST 36, 31.7 METERS (104 FT)
 JO0401'NORTHEAST OF THE HIGHWAY CENTERLINE, 32.6 METERS (107 FT) EAST OF THE
 JO0401'EAST CORNER OF A CATTLE GUARD, 11.6 METERS (38 FT) SOUTHEAST OF THE
 JO0401'NORTHEAST SOUTHWEST FENCE LINE AND 0.6 METER (2 FT) SOUTHWEST OF THE
 JO0401'NORTHWEST SOUTHEAST FENCE LINE.
 JO0401'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 JO0401'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0274 ***********************************************************************
 KN0274  DESIGNATION -  E 37
 KN0274  PID         -  KN0274
 KN0274  STATE/COUNTY-  UT/SEVIER
 KN0274  COUNTRY     -  US
 KN0274  USGS QUAD   -  REDMOND (2017)
 KN0274
 KN0274                         *CURRENT SURVEY CONTROL
 KN0274  ______________________________________________________________________
 KN0274* NAD 83(1986) POSITION- 39 01 44.38   (N) 111 49 47.09   (W)   HD_HELD1
 KN0274* NAVD 88 ORTHO HEIGHT -  1581.355 (meters)     5188.16  (feet) ADJUSTED
 KN0274  ______________________________________________________________________
 KN0274  GEOID HEIGHT    -        -18.569 (meters)                     GEOID18
 KN0274  DYNAMIC HEIGHT  -       1579.718 (meters)     5182.79  (feet) COMP
 KN0274  MODELED GRAVITY -    979,537.6   (mgal)                       NAVD 88
 KN0274
 KN0274  VERT ORDER      -  SECOND    CLASS 0
 KN0274
 KN0274.The horizontal coordinates were determined by differentially corrected
 KN0274.hand held GPS observations or other comparable positioning techniques
 KN0274.and have an estimated accuracy of +/- 3 meters.
 KN0274
 KN0274.The orthometric height was determined by differential leveling and
 KN0274.adjusted by the NATIONAL GEODETIC SURVEY
 KN0274.in June 1991.
 KN0274
 KN0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0274.GEOID18 height accuracy estimate available here.
 KN0274
 KN0274.Click photographs - Photos may exist for this station.
 KN0274
 KN0274.The dynamic height is computed by dividing the NAVD 88
 KN0274.geopotential number by the normal gravity value computed on the
 KN0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0274.degrees latitude (g = 980.6199 gals.).
 KN0274
 KN0274.The modeled gravity was interpolated from observed gravity values.
 KN0274
 KN0274;                    North         East    Units  Estimated Accuracy
 KN0274;SPC UT C     - 2,077,285.7     471,447.0     MT  (+/- 3 meters HH1 GPS) 
 KN0274
 KN0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ2817920321(NAD 83)
 KN0274
 KN0274                          SUPERSEDED SURVEY CONTROL
 KN0274
 KN0274  NGVD 29 (??/??/92) 1580.181  (m)         5184.31   (f) ADJ UNCH    2 0
 KN0274
 KN0274.Superseded values are not recommended for survey control.
 KN0274
 KN0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0274.See file dsdata.pdf to determine how the superseded data were derived.
 KN0274
 KN0274_MARKER: DB = BENCH MARK DISK
 KN0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0274_STAMPING: E 37 1934
 KN0274_MARK LOGO: CGS
 KN0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0274+STABILITY: SURFACE MOTION
 KN0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0274+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2012
 KN0274
 KN0274  HISTORY     - Date     Condition        Report By
 KN0274  HISTORY     - 1934     MONUMENTED       CGS
 KN0274  HISTORY     - 20120817 GOOD             GEOCAC
 KN0274
 KN0274                          STATION DESCRIPTION
 KN0274
 KN0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0274'5.2 MI N FROM SALINA.
 KN0274'IN SANPETE COUNTY, ABOUT 5.2 MILES NORTH ALONG THE DENVER AND RIO
 KN0274'GRANDE WESTERN RAILROAD FROM THE STATION AT SALINA, SEVIER COUNTY,
 KN0274'ABOUT 285 FEET NORTH OF MILEPOST 81, 48 FEET WEST OF THE CENTER LINE
 KN0274'OF THE TRACK, AND IN LINE WITH A ROW OF POWER-TRANSMISSION LINE POLES.
 KN0274'A STANDARD DISK, STAMPED E 37 1934 AND SET IN THE TOP OF A CONCRETE
 KN0274'POST.
 KN0274
 KN0274                          STATION RECOVERY (2012)
 KN0274
 KN0274'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 KN0274'NEW DESCRIPTION REQUIRED.
 KN0274'DENVER AND RIO GRANDE WESTERN RAILROAD RIGHT-OF-WAY ABANDONED, TRACK
 KN0274'REMOVED, ROADBED AND BALLAST STILL PRESENT. MILEPOST 81 NO LONGER
 KN0274'PRESENT. DISK ON TOP OF SQUARE CONCRETE MONUMENT APPROXIMATELY 12
 KN0274'INCHES ABOVE GRADE IN LINE WITH POWER POLES AS DESCRIBED. COORDINATES
 KN0274'MEASURED AT 39 01.740N 111 49.786W (WGS 84).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0548 ***********************************************************************
 MR0548  DESIGNATION -  E 370
 MR0548  PID         -  MR0548
 MR0548  STATE/COUNTY-  UT/DAVIS
 MR0548  COUNTRY     -  US
 MR0548  USGS QUAD   -  OGDEN (2017)
 MR0548
 MR0548                         *CURRENT SURVEY CONTROL
 MR0548  ______________________________________________________________________
 MR0548* NAD 83(1986) POSITION- 41 08 14.     (N) 111 52 39.     (W)   SCALED
 MR0548* NAVD 88 ORTHO HEIGHT -  1423.193 (meters)     4669.26  (feet) ADJUSTED
 MR0548  ______________________________________________________________________
 MR0548  GEOID HEIGHT    -        -16.321 (meters)                     GEOID18
 MR0548  DYNAMIC HEIGHT  -       1422.087 (meters)     4665.63  (feet) COMP
 MR0548  MODELED GRAVITY -    979,797.3   (mgal)                       NAVD 88
 MR0548
 MR0548  VERT ORDER      -  FIRST     CLASS II
 MR0548
 MR0548.The horizontal coordinates were scaled from a map and have
 MR0548.an estimated accuracy of +/- 6 seconds.
 MR0548
 MR0548.The orthometric height was determined by differential leveling and
 MR0548.adjusted by the NATIONAL GEODETIC SURVEY
 MR0548.in June 1991.
 MR0548
 MR0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0548.GEOID18 height accuracy estimate available here.
 MR0548
 MR0548.Click photographs - Photos may exist for this station.
 MR0548
 MR0548.The dynamic height is computed by dividing the NAVD 88
 MR0548.geopotential number by the normal gravity value computed on the
 MR0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0548.degrees latitude (g = 980.6199 gals.).
 MR0548
 MR0548.The modeled gravity was interpolated from observed gravity values.
 MR0548
 MR0548;                    North         East    Units  Estimated Accuracy
 MR0548;SPC UT N     - 1,089,340.      468,310.      MT  (+/- 180 meters Scaled)
 MR0548
 MR0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL263543(NAD 83)
 MR0548
 MR0548                          SUPERSEDED SURVEY CONTROL
 MR0548
 MR0548  NGVD 29 (06/08/92) 1422.171  (m)         4665.91   (f) ADJUSTED    1 2
 MR0548
 MR0548.Superseded values are not recommended for survey control.
 MR0548
 MR0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0548.See file dsdata.pdf to determine how the superseded data were derived.
 MR0548
 MR0548_MARKER: DB = BENCH MARK DISK
 MR0548_SETTING: 66 = SET IN ROCK OUTCROP
 MR0548_STAMPING: E 370 1983
 MR0548_MARK LOGO: NGS
 MR0548_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0548+STABILITY: POSITION/ELEVATION WELL
 MR0548
 MR0548  HISTORY     - Date     Condition        Report By
 MR0548  HISTORY     - 1983     MONUMENTED       NGS
 MR0548
 MR0548                          STATION DESCRIPTION
 MR0548
 MR0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0548'17.8 KM (11.05 MI) SE FROM OGDEN.
 MR0548'17.8 KM (11.05 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0548'THE STATION IN OGDEN, IN THE CENTER OF THE WESTERN 1/4 OF A 60 BY 100
 MR0548'FT EXPOSED AREA OF A ROCK CUT, 0.4 KM (0.25 MI) WEST OF HIGHWAY
 MR0548'MILEPOST 90, 120.4 METERS (395.0 FT) SOUTH OF THE NEAR RAIL, 37.2
 MR0548'METERS (122.0 FT) SOUTHEAST OF THE EAST END OF A HIGHWAY CUT, 35.7
 MR0548'METERS (117.1 FT) SOUTH OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES
 MR0548'OF INTERSTATE HIGHWAY 84 N AND 31.7 METERS (104.0 FT) SOUTHEAST OF THE
 MR0548'SOUTHEAST CORNER OF A SMALL BOX CULVERT.
 MR0548'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MR0548'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0579 ***********************************************************************
 MR0579  DESIGNATION -  E 371
 MR0579  PID         -  MR0579
 MR0579  STATE/COUNTY-  UT/SUMMIT
 MR0579  COUNTRY     -  US
 MR0579  USGS QUAD   -  SHEARING CORRAL (2017)
 MR0579
 MR0579                         *CURRENT SURVEY CONTROL
 MR0579  ______________________________________________________________________
 MR0579* NAD 83(2011) POSITION- 41 09 23.77204(N) 111 08 31.89366(W)   NO CHECK
 MR0579* NAD 83(2011) ELLIP HT-  1941.181 (meters)        (06/27/12)   NO CHECK
 MR0579* NAD 83(2011) EPOCH   -  2010.00
 MR0579* NAVD 88 ORTHO HEIGHT -  1956.591 (meters)     6419.25  (feet) ADJUSTED
 MR0579  ______________________________________________________________________
 MR0579  GEOID HEIGHT    -        -15.401 (meters)                     GEOID18
 MR0579  NAD 83(2011) X  - -1,735,114.096 (meters)                     COMP
 MR0579  NAD 83(2011) Y  - -4,486,812.780 (meters)                     COMP
 MR0579  NAD 83(2011) Z  -  4,176,810.765 (meters)                     COMP
 MR0579  LAPLACE CORR    -          5.59  (seconds)                    DEFLEC18
 MR0579  DYNAMIC HEIGHT  -       1954.794 (meters)     6413.35  (feet) COMP
 MR0579  MODELED GRAVITY -    979,636.2   (mgal)                       NAVD 88
 MR0579
 MR0579  VERT ORDER      -  FIRST     CLASS II
 MR0579
 MR0579  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MR0579  Standards:
 MR0579         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MR0579            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MR0579  -------------------------------------------------------------------
 MR0579  NETWORK    0.25   0.53           0.11   0.09   0.27      0.04671406
 MR0579  -------------------------------------------------------------------
 MR0579  Click here for local accuracies and other accuracy information.
 MR0579
 MR0579.The horizontal coordinates were established by GPS observations
 MR0579.and adjusted by the National Geodetic Survey in June 2012.
 MR0579
 MR0579.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MR0579.been affixed to the stable North American tectonic plate. See 
 MR0579.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MR0579
 MR0579.The horizontal coordinates are valid at the epoch date displayed above
 MR0579.which is a decimal equivalence of Year/Month/Day.
 MR0579
 MR0579.No horizontal observational check was made to the station.
 MR0579
 MR0579.The orthometric height was determined by differential leveling and
 MR0579.adjusted by the NATIONAL GEODETIC SURVEY
 MR0579.in June 1991.
 MR0579
 MR0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0579.GEOID18 height accuracy estimate available here.
 MR0579
 MR0579.Click photographs - Photos may exist for this station.
 MR0579
 MR0579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MR0579
 MR0579.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0579
 MR0579.The ellipsoidal height was determined by GPS observations
 MR0579.and is referenced to NAD 83.
 MR0579
 MR0579.The dynamic height is computed by dividing the NAVD 88
 MR0579.geopotential number by the normal gravity value computed on the
 MR0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0579.degrees latitude (g = 980.6199 gals.).
 MR0579
 MR0579.The modeled gravity was interpolated from observed gravity values.
 MR0579
 MR0579. The following values were computed from the NAD 83(2011) position.
 MR0579
 MR0579;                    North         East     Units Scale Factor Converg.
 MR0579;SPC UT N     - 1,091,485.499   530,031.478   MT  0.99995818   +0 14 09.3
 MR0579;SPC UT N     - 3,580,982.01  1,738,944.94   sFT  0.99995818   +0 14 09.3
 MR0579;UTM  12      - 4,556,151.498   488,069.726   MT  0.99960175   -0 05 36.9
 MR0579
 MR0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0579!SPC UT N     -   0.99969560  x   0.99995818  =   0.99965380
 MR0579!UTM  12      -   0.99969560  x   0.99960175  =   0.99929748
 MR0579
 MR0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL8806956151(NAD 83)
 MR0579
 MR0579                          SUPERSEDED SURVEY CONTROL
 MR0579
 MR0579  NAD 83(2007)-  41 09 23.77176(N)    111 08 31.89418(W) AD(2002.00) 2
 MR0579  ELLIP H (04/07/09) 1941.187  (m)                       GP(2002.00) 3 1
 MR0579  NAD 83(1994)-  41 09 23.77176(N)    111 08 31.89400(W) AD(       ) 2
 MR0579  ELLIP H (05/08/06) 1941.203  (m)                       GP(       ) 3 1
 MR0579  NAVD 88            1956.59   (m)         6419.2    (f) LEVELING    3  
 MR0579  NGVD 29 (06/08/92) 1955.314  (m)         6415.06   (f) ADJUSTED    1 2
 MR0579
 MR0579.Superseded values are not recommended for survey control.
 MR0579
 MR0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0579.See file dsdata.pdf to determine how the superseded data were derived.
 MR0579
 MR0579_MARKER: DB = BENCH MARK DISK
 MR0579_SETTING: 66 = SET IN ROCK OUTCROP
 MR0579_STAMPING: E 371 1983
 MR0579_MARK LOGO: NGS
 MR0579_MAGNETIC: N = NO MAGNETIC MATERIAL
 MR0579_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0579+STABILITY: POSITION/ELEVATION WELL
 MR0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0579+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2015
 MR0579
 MR0579  HISTORY     - Date     Condition        Report By
 MR0579  HISTORY     - 1983     MONUMENTED       NGS
 MR0579  HISTORY     - 20060106 GOOD             WASHGP
 MR0579  HISTORY     - 20150323 GOOD             UT-057
 MR0579
 MR0579                          STATION DESCRIPTION
 MR0579
 MR0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0579'6.3 KM (3.9 MI) SW FROM WAHSATCH.
 MR0579'6.3 KM (3.9 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 80 FROM THE
 MR0579'UNION PACIFIC RAILROAD STATION IN WAHSATCH, IN THE CENTER OF AN 18 BY
 MR0579'62 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.4 KM (0.25 MI) NORTHEAST
 MR0579'OF THE EXIT 187 BRIDGE, 73.8 METERS (242.1 FT) SOUTH-SOUTHEAST OF
 MR0579'MILEPOST 189, 61.9 METERS (203.1 FT) SOUTH OF THE CENTERLINE OF THE
 MR0579'EAST BOUND LANES OF THE HIGHWAY, AND 35.1 METERS (115.2 FT) SOUTHEAST
 MR0579'OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 MR0579'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 MR0579'THE MARK IS 4.9 M ABOVE THE HIGHWAY.
 MR0579
 MR0579                          STATION RECOVERY (2006)
 MR0579
 MR0579'RECOVERY NOTE BY WASHINGTON GROUP INTERNATIONAL INC 2006 (SFM)
 MR0579'DESCRIBED BY WASHINGTON GROUP INTERNATIONAL, INC. 2006 (SFM)
 MR0579'TRANSPORTATION ACCESS BY CAR. MARK IS IN THE NORTHWEST 1/4 OF SECTION
 MR0579'22, TOWNSHIP 5 NORTH, RANGE 7 EAST,  SALT LAKE P.M., IN SUMMIT COUNTY
 MR0579'UTAH, 20.3 KM (12.6 MI) SOUTHWESTERLY ALONG  INTERSTATE 80 FROM
 MR0579'EVANSTON, WYOMING, 16.1 KM (10.0 MI) SOUTHWESTERLY FROM THE  EVANSTON
 MR0579'- UINTA COUNTY AIRPORT (BURNS FIELD), 6.3 KM (3.9 MI) SOUTHWESTERLY
 MR0579'ALONG INTERSTATE 80 FROM (EXIT 191) WAHSATCH, UTAH. OWNERSHIP --
 MR0579'UNKNOWN
 MR0579'
 MR0579'TO REACH FROM THE JUNCTION OF INTERSTATE 80 (OVERPASS AT EXIT NO. 3)
 MR0579'WITH U.S.  189 BUSINESS ROUTE (BEING ALSO NAMED INTERSTATE 80 BUSINESS
 MR0579'ROUTE AND ALSO BEING  NAMED HARRISON DRIVE) IN EVANSTON, WYOMING, GO
 MR0579'SOUTHWESTERLY ALONG INTERSTATE  80  5.1 KM, (3.2 MI) TO THE WYOMING
 MR0579'PORT OF ENTRY, CONTINUE SOUTHWESTERLY ALONG  INTERSTATE 80, 8.9 KM
 MR0579'(5.5 MI) TO EXIT 191 (WAHSATCH EXIT), CONTINUE  SOUTHWESTERLY ALONG
 MR0579'INTERSTATE 80, 6.3 KM (3.9 MI) TO EXIT 187 (RANCH EXIT).  EXIT THE
 MR0579'INTERSTATE TO A STOP SIGN. TURN LEFT, AND GO SOUTHEASTERLY UNDER
 MR0579'INTERSTATE 80, 61 METERS (200 FT) TO THE END OF PAVEMENT. TURN LEFT
 MR0579'AND GO  NORTHERLY AND NORTHEASTERLY ALONG A 2 TRACK DIRT ROAD BETWEEN
 MR0579'TWO BARBED WIRE  FENCES 0.3 KM (0.2 MI) TO THE SOUTHWESTERLY TERMINUS
 MR0579'OF A SHEER ROCK FACE  (ROCK OUTCROP)(46 METER (150 FT) LONG X 6 METER
 MR0579'(20 FT) HIGH) AND STOP. WALK  EASTERLY (THROUGH A FENCE) 25 METERS (82
 MR0579'FT) TO THE MARK.
 MR0579'
 MR0579'MARK IS A 8.9 CM (3.5 INCH) BRASS BENCH MARK DISK, STAMPED--E371
 MR0579'1983--, SET  FLUSH IN A 4.6 METERS (15.0 FT) BY 21.3 METERS (70.0 FT)
 MR0579'ROCK OUTCROP. MARK IS  68.4 METERS (224.5 FT) NORTHEASTERLY FROM
 MR0579'INTERSTATE 80, MILE POST ''188''.  MARK IS 23.8 METERS (78.0 FT)
 MR0579'SOUTHEASTERLY (NORMAL) FROM A BARBED WIRE-WOVEN  WIRE FENCE. MARK IS
 MR0579'18.6 METERS (61.0 FT) SOUTHEASTERLY FROM THE CENTERLINE OF  A DRAINAGE
 MR0579'SWALE. MARK IS 5.2 METERS (17.0 FT) NORTHERLY OF THE SOUTHERLY END  OF
 MR0579'SAID ROCK OUTCROP. MARK IS 2.2 METERS (7.2 FT) SOUTHEASTERLY FROM A
 MR0579'CARSONITE WITNESS POST. MARK IS 0.9 METER (3.0 FT) EASTERLY FROM THE
 MR0579'WESTERLY  EDGE OF SAID ROCK OUTCROP. MARK IS APROXIMATELY 4.9 METERS
 MR0579'(16.0 FT) ABOVE THE  HIGHWAY. DISK IS STABLE, BUT DISK EDGE WAS
 MR0579'EXPOSED BECAUSE OF GROUT DETERIORATION.  DISK EDGE WAS REGROUTED.
 MR0579
 MR0579                          STATION RECOVERY (2015)
 MR0579
 MR0579'RECOVERY NOTE BY WEBER COUNTY UTAH 2015 (DJM)
 MR0579'RECOVERED AS DESCRIBED.CARSONITE POST HAS BROKEN OFF FLUSH WITH THE
 MR0579'ROCK OUTCROPPING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0344 ***********************************************************************
 HM0344  DESIGNATION -  E 372
 HM0344  PID         -  HM0344
 HM0344  STATE/COUNTY-  UT/SAN JUAN
 HM0344  COUNTRY     -  US
 HM0344  USGS QUAD   -  BIG BENCH (2017)
 HM0344
 HM0344                         *CURRENT SURVEY CONTROL
 HM0344  ______________________________________________________________________
 HM0344* NAD 83(1986) POSITION- 37 26 20.     (N) 109 27 54.     (W)   SCALED
 HM0344* NAVD 88 ORTHO HEIGHT -  1597.841 (meters)     5242.25  (feet) ADJUSTED
 HM0344  ______________________________________________________________________
 HM0344  GEOID HEIGHT    -        -20.563 (meters)                     GEOID18
 HM0344  DYNAMIC HEIGHT  -       1596.014 (meters)     5236.26  (feet) COMP
 HM0344  MODELED GRAVITY -    979,431.2   (mgal)                       NAVD 88
 HM0344
 HM0344  VERT ORDER      -  FIRST     CLASS II
 HM0344
 HM0344.The horizontal coordinates were scaled from a map and have
 HM0344.an estimated accuracy of +/- 6 seconds.
 HM0344
 HM0344.The orthometric height was determined by differential leveling and
 HM0344.adjusted by the NATIONAL GEODETIC SURVEY
 HM0344.in June 1991.
 HM0344
 HM0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0344.GEOID18 height accuracy estimate available here.
 HM0344
 HM0344.Click photographs - Photos may exist for this station.
 HM0344
 HM0344.The dynamic height is computed by dividing the NAVD 88
 HM0344.geopotential number by the normal gravity value computed on the
 HM0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0344.degrees latitude (g = 980.6199 gals.).
 HM0344
 HM0344.The modeled gravity was interpolated from observed gravity values.
 HM0344
 HM0344;                    North         East    Units  Estimated Accuracy
 HM0344;SPC UT S     - 3,087,660.      680,070.      MT  (+/- 180 meters Scaled)
 HM0344
 HM0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG357446(NAD 83)
 HM0344
 HM0344                          SUPERSEDED SURVEY CONTROL
 HM0344
 HM0344.No superseded survey control is available for this station.
 HM0344
 HM0344_MARKER: DV = VERTICAL CONTROL DISK
 HM0344_SETTING: 66 = SET IN ROCK OUTCROP
 HM0344_STAMPING: E 372 1983
 HM0344_MARK LOGO: NGS
 HM0344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0344+STABILITY: POSITION/ELEVATION WELL
 HM0344
 HM0344  HISTORY     - Date     Condition        Report By
 HM0344  HISTORY     - 1983     MONUMENTED       NGS
 HM0344  HISTORY     - 1984     GOOD             NGS
 HM0344
 HM0344                          STATION DESCRIPTION
 HM0344
 HM0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0344'20.6 KM (12.8 MI) NE FROM BLUFF.
 HM0344'19.9 KM (12.35 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0344'OFFICE IN BLUFF, THENCE 0.4 KM (0.25 MI) EAST ALONG A DIRT ROAD,
 HM0344'THENCE 0.3 KM (0.2 MI) NORTH ALONG A DIRT ROAD, 12.7 METERS (41.7 FT)
 HM0344'NORTH OF THE SOUTH END OF A VERY LARGE AREA OF OUTCROPPING BEDROCK,
 HM0344'1.7 KM (1.05 MI) NORTH OF THE JUNCTION OF STATE HIGHWAY 262,
 HM0344'82.0 METERS (269.0 FT) NORTHEAST OF A UTILITY POLE, 78.3 METERS
 HM0344'(256.9 FT) SOUTHEAST OF A UTILITY POLE, 75.6 METERS (248.0 FT)
 HM0344'SOUTHEAST OF THE EAST END OF A 24-INCH METAL CULVERT, 71.9 METERS
 HM0344'(235.9 FT) SOUTH OF THE EDGE OF A LEDGE, 56.7 METERS (186.0 FT) EAST
 HM0344'OF THE CENTER OF THE ROAD, 11.6 METERS (38.1 FT) EAST OF THE WEST END
 HM0344'OF THE OUTCROP, AND 10.0 METERS (32.8 FT) WEST OF THE EAST END OF THE
 HM0344'OUTCROP.
 HM0344'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 HM0344'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 HM0344
 HM0344                          STATION RECOVERY (1984)
 HM0344
 HM0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0344'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0369 ***********************************************************************
 HM0369  DESIGNATION -  E 373
 HM0369  PID         -  HM0369
 HM0369  STATE/COUNTY-  UT/SAN JUAN
 HM0369  COUNTRY     -  US
 HM0369  USGS QUAD   -  BLUFF SW (2017)
 HM0369
 HM0369                         *CURRENT SURVEY CONTROL
 HM0369  ______________________________________________________________________
 HM0369* NAD 83(1986) POSITION- 37 15 21.4    (N) 109 44 48.5    (W)   HD_HELD2
 HM0369* NAVD 88 ORTHO HEIGHT -  1551.358 (meters)     5089.75  (feet) ADJUSTED
 HM0369  ______________________________________________________________________
 HM0369  GEOID HEIGHT    -        -20.643 (meters)                     GEOID18
 HM0369  DYNAMIC HEIGHT  -       1549.627 (meters)     5084.07  (feet) COMP
 HM0369  MODELED GRAVITY -    979,460.1   (mgal)                       NAVD 88
 HM0369
 HM0369  VERT ORDER      -  FIRST     CLASS II
 HM0369
 HM0369.The horizontal coordinates were established by autonomous hand held GPS
 HM0369.observations and have an estimated accuracy of +/- 10 meters.
 HM0369
 HM0369.The orthometric height was determined by differential leveling and
 HM0369.adjusted by the NATIONAL GEODETIC SURVEY
 HM0369.in June 1991.
 HM0369
 HM0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0369.GEOID18 height accuracy estimate available here.
 HM0369
 HM0369.Click photographs - Photos may exist for this station.
 HM0369
 HM0369.The dynamic height is computed by dividing the NAVD 88
 HM0369.geopotential number by the normal gravity value computed on the
 HM0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0369.degrees latitude (g = 980.6199 gals.).
 HM0369
 HM0369.The modeled gravity was interpolated from observed gravity values.
 HM0369
 HM0369;                    North         East    Units  Estimated Accuracy
 HM0369;SPC UT S     - 3,066,858.      655,520.      MT  (+/- 10 meters HH2 GPS)
 HM0369
 HM0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG1113124001(NAD 83)
 HM0369
 HM0369                          SUPERSEDED SURVEY CONTROL
 HM0369
 HM0369.No superseded survey control is available for this station.
 HM0369
 HM0369_MARKER: DV = VERTICAL CONTROL DISK
 HM0369_SETTING: 66 = SET IN ROCK OUTCROP
 HM0369_STAMPING: E 373 1983
 HM0369_MARK LOGO: NGS
 HM0369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0369+STABILITY: POSITION/ELEVATION WELL
 HM0369
 HM0369  HISTORY     - Date     Condition        Report By
 HM0369  HISTORY     - 1983     MONUMENTED       NGS
 HM0369
 HM0369                          STATION DESCRIPTION
 HM0369
 HM0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0369'18.7 KM (11.6 MI) NE FROM MEXICAN HAT.
 HM0369'18.7 KM (11.6 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0369'OFFICE IN MEXICAN HAT, OR 19.9 KM (12.35 MI) SOUTHWESTERLY ALONG U.S.
 HM0369'HIGHWAY 163 FROM THE POST OFFICE IN BLUFF, IN THE CENTER OF A 4- BY
 HM0369'4-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.2 KM (0.1 MI) SOUTHWEST
 HM0369'OF THE JUNCTION OF COUNTY ROAD 226, 110.6 METERS (362.9 FT) EAST OF
 HM0369'UTILITY POLE MUNBER 380, 85.6 METERS (280.8 FT) SOUTH OF UTILITY POLE
 HM0369'NUMBER 379, 41.0 METERS (134.5 FT) NORTH OF MILEPOST 33, AND
 HM0369'12.2 METERS (40.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 HM0369'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 HM0369'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0686 ***********************************************************************
 HN0686  DESIGNATION -  E 374
 HN0686  PID         -  HN0686
 HN0686  STATE/COUNTY-  UT/SAN JUAN
 HN0686  COUNTRY     -  US
 HN0686  USGS QUAD   -  GOULDING (2017)
 HN0686
 HN0686                         *CURRENT SURVEY CONTROL
 HN0686  ______________________________________________________________________
 HN0686* NAD 83(1986) POSITION- 37 00 53.3    (N) 110 09 33.7    (W)   HD_HELD2
 HN0686* NAVD 88 ORTHO HEIGHT -  1590.584 (meters)     5218.44  (feet) ADJUSTED
 HN0686  ______________________________________________________________________
 HN0686  GEOID HEIGHT    -        -20.956 (meters)                     GEOID18
 HN0686  DYNAMIC HEIGHT  -       1588.754 (meters)     5212.44  (feet) COMP
 HN0686  MODELED GRAVITY -    979,424.3   (mgal)                       NAVD 88
 HN0686
 HN0686  VERT ORDER      -  FIRST     CLASS II
 HN0686
 HN0686.The horizontal coordinates were established by autonomous hand held GPS
 HN0686.observations and have an estimated accuracy of +/- 10 meters.
 HN0686
 HN0686.The orthometric height was determined by differential leveling and
 HN0686.adjusted by the NATIONAL GEODETIC SURVEY
 HN0686.in June 1991.
 HN0686
 HN0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0686.GEOID18 height accuracy estimate available here.
 HN0686
 HN0686.Click photographs - Photos may exist for this station.
 HN0686
 HN0686.The dynamic height is computed by dividing the NAVD 88
 HN0686.geopotential number by the normal gravity value computed on the
 HN0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0686.degrees latitude (g = 980.6199 gals.).
 HN0686
 HN0686.The modeled gravity was interpolated from observed gravity values.
 HN0686
 HN0686;                    North         East    Units  Estimated Accuracy
 HN0686;SPC UT S     - 3,039,493.      619,310.      MT  (+/- 10 meters HH2 GPS)
 HN0686
 HN0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF7478296845(NAD 83)
 HN0686
 HN0686                          SUPERSEDED SURVEY CONTROL
 HN0686
 HN0686.No superseded survey control is available for this station.
 HN0686
 HN0686_MARKER: I = METAL ROD
 HN0686_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HN0686_STAMPING: E 374 1983
 HN0686_MARK LOGO: NGS
 HN0686_PROJECTION: FLUSH
 HN0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0686_ROD/PIPE-DEPTH: 6.4 meters
 HN0686
 HN0686  HISTORY     - Date     Condition        Report By
 HN0686  HISTORY     - 1983     MONUMENTED       NGS
 HN0686
 HN0686                          STATION DESCRIPTION
 HN0686
 HN0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HN0686'31.9 KM (19.8 MI) SW FROM MEXICAN HAT.
 HN0686'31.9 KM (19.8 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HN0686'OFFICE IN MEXICAN HAT, 2.5 KM (1.55 MI) NORTHEAST OF THE ARIZONA-UTAH
 HN0686'STATE LINE, 0.7 KM (0.45 MI) SOUTHWEST OF MILEPOST 2, AND 20.3 METERS
 HN0686'(66.6 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO
 HN0686'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HN0686'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 HN0686'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0503 ***********************************************************************
 HO0503  DESIGNATION -  E 375
 HO0503  PID         -  HO0503
 HO0503  STATE/COUNTY-  UT/WASHINGTON
 HO0503  COUNTRY     -  US
 HO0503  USGS QUAD   -  PINTURA (2017)
 HO0503
 HO0503                         *CURRENT SURVEY CONTROL
 HO0503  ______________________________________________________________________
 HO0503* NAD 83(1986) POSITION- 37 18 03.36   (N) 113 17 50.16   (W)   HD_HELD1
 HO0503* NAVD 88 ORTHO HEIGHT -  1171.514 (meters)     3843.54  (feet) ADJUSTED
 HO0503  ______________________________________________________________________
 HO0503  GEOID HEIGHT    -        -23.134 (meters)                     GEOID18
 HO0503  DYNAMIC HEIGHT  -       1170.248 (meters)     3839.39  (feet) COMP
 HO0503  MODELED GRAVITY -    979,510.6   (mgal)                       NAVD 88
 HO0503
 HO0503  VERT ORDER      -  FIRST     CLASS II
 HO0503
 HO0503.The horizontal coordinates were determined by differentially corrected
 HO0503.hand held GPS observations or other comparable positioning techniques
 HO0503.and have an estimated accuracy of +/- 3 meters.
 HO0503
 HO0503.The orthometric height was determined by differential leveling and
 HO0503.adjusted by the NATIONAL GEODETIC SURVEY
 HO0503.in June 1991.
 HO0503
 HO0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0503.GEOID18 height accuracy estimate available here.
 HO0503
 HO0503.Click photographs - Photos may exist for this station.
 HO0503
 HO0503.The dynamic height is computed by dividing the NAVD 88
 HO0503.geopotential number by the normal gravity value computed on the
 HO0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0503.degrees latitude (g = 980.6199 gals.).
 HO0503
 HO0503.The modeled gravity was interpolated from observed gravity values.
 HO0503
 HO0503;                    North         East    Units  Estimated Accuracy
 HO0503;SPC UT S     - 3,071,924.1     340,666.9     MT  (+/- 3 meters HH1 GPS) 
 HO0503
 HO0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG9639130731(NAD 83)
 HO0503
 HO0503                          SUPERSEDED SURVEY CONTROL
 HO0503
 HO0503.No superseded survey control is available for this station.
 HO0503
 HO0503_MARKER: DV = VERTICAL CONTROL DISK
 HO0503_SETTING: 80 = SET IN A BOULDER
 HO0503_STAMPING: E 375 1984
 HO0503_MARK LOGO: NGS
 HO0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0503+STABILITY: SURFACE MOTION
 HO0503
 HO0503  HISTORY     - Date     Condition        Report By
 HO0503  HISTORY     - 1984     MONUMENTED       NGS
 HO0503
 HO0503                          STATION DESCRIPTION
 HO0503
 HO0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0503'6.9 KM (4.3 MI) NORTH FROM TOQUERVILLE.
 HO0503'4.83 KM (3.0 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 HO0503'TOQUERVILLE, THENCE 2.07 KM (1.29 MI) NORTHEAST ALONG INTERSTATE 15,
 HO0503'IN TOP OF AND 0.9 METER (3 FT) SOUTH OF THE NORTH END OF A 3 BY 6 FOOT
 HO0503'IMBEDDED GRANITE BOULDER PROJECTING 1.5 FEET ABOVE THE SURFACE OF THE
 HO0503'GROUND, ON THE OUTSIDE OF THE EAST RIGHT OF WAY FENCE, 0.46 KM
 HO0503'(0.28 MI) SOUTH OF MILEPOST 29, 46.0 METERS (166 FT) EAST OF THE NORTH
 HO0503'BOUND HIGHWAY CENTERLINE, 82.7 METERS (271 FT) SOUTHEAST OF THE SOUTH
 HO0503'END OF A LONG STEEL GUARD RAIL, 6.7 METERS (22 FT) NORTH-NORTHWEST OF
 HO0503'A POWER POLE AND 0.5 METER (1.7 FT) EAST OF THE FENCE.
 HO0503'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 HO0503'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0473 ***********************************************************************
 HO0473  DESIGNATION -  E 376
 HO0473  PID         -  HO0473
 HO0473  STATE/COUNTY-  UT/IRON
 HO0473  COUNTRY     -  US
 HO0473  USGS QUAD   -  CEDAR CITY (2017)
 HO0473
 HO0473                         *CURRENT SURVEY CONTROL
 HO0473  ______________________________________________________________________
 HO0473* NAD 83(1986) POSITION- 37 41 51.7    (N) 113 03 49.7    (W)   HD_HELD2
 HO0473* NAVD 88 ORTHO HEIGHT -  1744.007 (meters)     5721.80  (feet) ADJUSTED
 HO0473  ______________________________________________________________________
 HO0473  GEOID HEIGHT    -        -21.418 (meters)                     GEOID18
 HO0473  DYNAMIC HEIGHT  -       1742.006 (meters)     5715.23  (feet) COMP
 HO0473  MODELED GRAVITY -    979,420.6   (mgal)                       NAVD 88
 HO0473
 HO0473  VERT ORDER      -  FIRST     CLASS II
 HO0473
 HO0473.The horizontal coordinates were established by autonomous hand held GPS
 HO0473.observations and have an estimated accuracy of +/- 10 meters.
 HO0473
 HO0473.The orthometric height was determined by differential leveling and
 HO0473.adjusted by the NATIONAL GEODETIC SURVEY
 HO0473.in June 1991.
 HO0473
 HO0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0473.GEOID18 height accuracy estimate available here.
 HO0473
 HO0473.Click photographs - Photos may exist for this station.
 HO0473
 HO0473.The dynamic height is computed by dividing the NAVD 88
 HO0473.geopotential number by the normal gravity value computed on the
 HO0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0473.degrees latitude (g = 980.6199 gals.).
 HO0473
 HO0473.The modeled gravity was interpolated from observed gravity values.
 HO0473
 HO0473;                    North         East    Units  Estimated Accuracy
 HO0473;SPC UT S     - 3,115,580.      362,098.      MT  (+/- 10 meters HH2 GPS)
 HO0473
 HO0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG1805274278(NAD 83)
 HO0473
 HO0473                          SUPERSEDED SURVEY CONTROL
 HO0473
 HO0473.No superseded survey control is available for this station.
 HO0473
 HO0473_MARKER: I = METAL ROD
 HO0473_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0473_STAMPING: E 376 1984
 HO0473_MARK LOGO: NGS
 HO0473_PROJECTION: FLUSH
 HO0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0473_ROD/PIPE-DEPTH: 12.2 meters
 HO0473
 HO0473  HISTORY     - Date     Condition        Report By
 HO0473  HISTORY     - 1984     MONUMENTED       NGS
 HO0473
 HO0473                          STATION DESCRIPTION
 HO0473
 HO0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0473'2.2 KM (1.4 MI) NORTH FROM CEDAR CITY.
 HO0473'2.25 KM (1.40 MI) NORTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 HO0473'AT CEDAR CITY, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A DIRT
 HO0473'DRIVE LEADING WEST TO THE ROBINSON FUEL YARD, AT THE NORTHWEST POLE OF
 HO0473'A TELEPHONE LINE CROSSING THE HIGHWAY, 13.7 METERS (45 FT) WEST OF THE
 HO0473'SOUTH BOUND HIGHWAY CENTERLINE, 40.2 METERS (132 FT) SOUTH OF THE
 HO0473'CENTER OF THE DRIVE, 1.2 METERS (4 FT) NORTH OF A TELEPHONE POLE AND
 HO0473'1.1 METERS (3.5 FT) NORTHEAST OF A FENCE CORNER.
 HO0473'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 HO0473'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0455 ***********************************************************************
 JO0455  DESIGNATION -  E 377 B CO
 JO0455  PID         -  JO0455
 JO0455  STATE/COUNTY-  UT/BEAVER
 JO0455  COUNTRY     -  US
 JO0455  USGS QUAD   -  FRISCO (2017)
 JO0455
 JO0455                         *CURRENT SURVEY CONTROL
 JO0455  ______________________________________________________________________
 JO0455* NAD 83(1986) POSITION- 38 26 44.     (N) 113 15 49.     (W)   SCALED
 JO0455* NAVD 88 ORTHO HEIGHT -  1903.246 (meters)     6244.23  (feet) ADJUSTED
 JO0455  ______________________________________________________________________
 JO0455  GEOID HEIGHT    -        -20.864 (meters)                     GEOID18
 JO0455  DYNAMIC HEIGHT  -       1901.164 (meters)     6237.40  (feet) COMP
 JO0455  MODELED GRAVITY -    979,466.6   (mgal)                       NAVD 88
 JO0455
 JO0455  VERT ORDER      -  FIRST     CLASS II
 JO0455
 JO0455.The horizontal coordinates were scaled from a map and have
 JO0455.an estimated accuracy of +/- 6 seconds.
 JO0455
 JO0455.The orthometric height was determined by differential leveling and
 JO0455.adjusted by the NATIONAL GEODETIC SURVEY
 JO0455.in June 1991.
 JO0455
 JO0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0455.GEOID18 height accuracy estimate available here.
 JO0455
 JO0455.Click photographs - Photos may exist for this station.
 JO0455
 JO0455.The dynamic height is computed by dividing the NAVD 88
 JO0455.geopotential number by the normal gravity value computed on the
 JO0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0455.degrees latitude (g = 980.6199 gals.).
 JO0455
 JO0455.The modeled gravity was interpolated from observed gravity values.
 JO0455
 JO0455;                    North         East    Units  Estimated Accuracy
 JO0455;SPC UT S     - 3,198,890.      346,050.      MT  (+/- 180 meters Scaled)
 JO0455
 JO0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH024576(NAD 83)
 JO0455
 JO0455                          SUPERSEDED SURVEY CONTROL
 JO0455
 JO0455.No superseded survey control is available for this station.
 JO0455
 JO0455_MARKER: DV = VERTICAL CONTROL DISK
 JO0455_SETTING: 66 = SET IN ROCK OUTCROP
 JO0455_STAMPING: E 377 1984
 JO0455_MARK LOGO: NGS
 JO0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0455+STABILITY: POSITION/ELEVATION WELL
 JO0455
 JO0455  HISTORY     - Date     Condition        Report By
 JO0455  HISTORY     - 1984     MONUMENTED       NGS
 JO0455  HISTORY     - 20210510 MARK NOT FOUND   UGS
 JO0455
 JO0455                          STATION DESCRIPTION
 JO0455
 JO0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0455'24.6 KM (15.3 MI) NW FROM MILFORD.
 JO0455'24.61 KM (15.30 MI) NORTHWEST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION
 JO0455'WITH STATE HIGHWAY 257 AT MILFORD, IN TOP OF A 2 BY 2 FOOT PORTION OF
 JO0455'SANDSTONE OUTCROP FLUSH WITH THE SURFACE OF THE GROUND, ON THE
 JO0455'NORTHWEST EDGE OF A SHALLOW DITCH, 0.47 KM (0.29 MI) SOUTHWEST OF
 JO0455'MILEPOST 62, 6.4 METERS (21 FT) NORTHWEST OF THE HIGHWAY CENTERLINE
 JO0455'AND 14.9 METERS (49 FT) NORTHEAST OF THE NORTHEAST END OF A RED
 JO0455'SANDSTONE HIGHWAY CUT.
 JO0455'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 JO0455'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 JO0455
 JO0455                          STATION RECOVERY (2021)
 JO0455
 JO0455'RECOVERY NOTE BY UTAH GEOLOGICAL SURVEY 2021 (BE)
 JO0455'UNABLE TO LOCATE MARKER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0614 ***********************************************************************
 MS0614  DESIGNATION -  E 377 BE CO
 MS0614  PID         -  MS0614
 MS0614  STATE/COUNTY-  UT/BOX ELDER
 MS0614  COUNTRY     -  US
 MS0614  USGS QUAD   -  CROCODILE MOUNTAIN NE (2017)
 MS0614
 MS0614                         *CURRENT SURVEY CONTROL
 MS0614  ______________________________________________________________________
 MS0614* NAD 83(1986) POSITION- 41 44 46.6    (N) 113 06 19.1    (W)   HD_HELD2
 MS0614* NAVD 88 ORTHO HEIGHT -  1286.722 (meters)     4221.52  (feet) ADJUSTED
 MS0614  ______________________________________________________________________
 MS0614  GEOID HEIGHT    -        -15.637 (meters)                     GEOID18
 MS0614  DYNAMIC HEIGHT  -       1285.869 (meters)     4218.72  (feet) COMP
 MS0614  MODELED GRAVITY -    979,915.3   (mgal)                       NAVD 88
 MS0614
 MS0614  VERT ORDER      -  FIRST     CLASS II
 MS0614
 MS0614.The horizontal coordinates were established by autonomous hand held GPS
 MS0614.observations and have an estimated accuracy of +/- 10 meters.
 MS0614
 MS0614.The orthometric height was determined by differential leveling and
 MS0614.adjusted by the NATIONAL GEODETIC SURVEY
 MS0614.in June 1991.
 MS0614
 MS0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0614.GEOID18 height accuracy estimate available here.
 MS0614
 MS0614.Click photographs - Photos may exist for this station.
 MS0614
 MS0614.The dynamic height is computed by dividing the NAVD 88
 MS0614.geopotential number by the normal gravity value computed on the
 MS0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0614.degrees latitude (g = 980.6199 gals.).
 MS0614
 MS0614.The modeled gravity was interpolated from observed gravity values.
 MS0614
 MS0614;                    North         East    Units  Estimated Accuracy
 MS0614;SPC UT N     - 1,158,146.      366,481.      MT  (+/- 10 meters HH2 GPS)
 MS0614
 MS0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM2494823748(NAD 83)
 MS0614
 MS0614                          SUPERSEDED SURVEY CONTROL
 MS0614
 MS0614.No superseded survey control is available for this station.
 MS0614
 MS0614_MARKER: I = METAL ROD
 MS0614_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0614_STAMPING: E 377 1984
 MS0614_MARK LOGO: NGS
 MS0614_PROJECTION: FLUSH
 MS0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0614_ROD/PIPE-DEPTH: 18.3 meters
 MS0614
 MS0614  HISTORY     - Date     Condition        Report By
 MS0614  HISTORY     - 1984     MONUMENTED       NGS
 MS0614
 MS0614                          STATION DESCRIPTION
 MS0614
 MS0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0614'25.8 KM (16.0 MI) SE FROM PARK VALLEY.
 MS0614'14.83 KM (9.22 MI) EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE IN
 MS0614'PARK VALLEY, THENCE 10.94 KM (6.80 MI) SOUTH ALONG A DIRT ROAD, IN THE
 MS0614'NORTHEAST CORNER OF THE T JUNCTION OF THE OLD CENTRAL PACIFIC RAILROAD
 MS0614'BED, 102.1 METERS (335 FT) EAST OF THE CENTER OF THE DIRT ROAD,
 MS0614'35.7 METERS (117 FT) SOUTH OF THE CENTER OF A TRACK ROAD LEADING
 MS0614'NORTHEAST, 31.7 METERS (104 FT) NORTH OF THE CENTER OF THE OLD
 MS0614'RAILROAD BED, 3.0 METERS (10 FT) EAST OF THE EAST EDGE OF A 16- BY
 MS0614'24-INCH SANDSTONE BLOCK (MERIDIAN LATITUDE MARKER).
 MS0614'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 MS0614'THE MARK IS 1.3 M BELOW THE RAILROAD BED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0639 ***********************************************************************
 MS0639  DESIGNATION -  E 378 BE CO
 MS0639  PID         -  MS0639
 MS0639  STATE/COUNTY-  UT/BOX ELDER
 MS0639  COUNTRY     -  US
 MS0639  USGS QUAD   -  ROSETTE (2017)
 MS0639
 MS0639                         *CURRENT SURVEY CONTROL
 MS0639  ______________________________________________________________________
 MS0639* NAD 83(1986) POSITION- 41 48 35.     (N) 113 26 41.     (W)   SCALED
 MS0639* NAVD 88 ORTHO HEIGHT -  1686.888 (meters)     5534.40  (feet) ADJUSTED
 MS0639  ______________________________________________________________________
 MS0639  GEOID HEIGHT    -        -15.037 (meters)                     GEOID18
 MS0639  DYNAMIC HEIGHT  -       1685.649 (meters)     5530.33  (feet) COMP
 MS0639  MODELED GRAVITY -    979,828.5   (mgal)                       NAVD 88
 MS0639
 MS0639  VERT ORDER      -  FIRST     CLASS II
 MS0639
 MS0639.The horizontal coordinates were scaled from a map and have
 MS0639.an estimated accuracy of +/- 6 seconds.
 MS0639
 MS0639.The orthometric height was determined by differential leveling and
 MS0639.adjusted by the NATIONAL GEODETIC SURVEY
 MS0639.in June 1991.
 MS0639
 MS0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0639.GEOID18 height accuracy estimate available here.
 MS0639
 MS0639.Click photographs - Photos may exist for this station.
 MS0639
 MS0639.The dynamic height is computed by dividing the NAVD 88
 MS0639.geopotential number by the normal gravity value computed on the
 MS0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0639.degrees latitude (g = 980.6199 gals.).
 MS0639
 MS0639.The modeled gravity was interpolated from observed gravity values.
 MS0639
 MS0639;                    North         East    Units  Estimated Accuracy
 MS0639;SPC UT N     - 1,165,770.      338,410.      MT  (+/- 180 meters Scaled)
 MS0639
 MS0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM969315(NAD 83)
 MS0639
 MS0639                          SUPERSEDED SURVEY CONTROL
 MS0639
 MS0639.No superseded survey control is available for this station.
 MS0639
 MS0639_MARKER: I = METAL ROD
 MS0639_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0639+WITH SETTING: INFORMATION.
 MS0639_STAMPING: E 378 1984
 MS0639_MARK LOGO: NGS
 MS0639_PROJECTION: FLUSH
 MS0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0639_ROD/PIPE-DEPTH: 1.8 meters
 MS0639
 MS0639  HISTORY     - Date     Condition        Report By
 MS0639  HISTORY     - 1984     MONUMENTED       NGS
 MS0639
 MS0639                          STATION DESCRIPTION
 MS0639
 MS0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0639'11.1 KM (6.9 MI) WEST FROM PARK VALLEY.
 MS0639'11.13 KM (6.92 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MS0639'PARK VALLEY, AT A FENCE CORNER NEAR THE SOUTHWEST END OF A LOW
 MS0639'CUTBANK, 0.24 KM (0.15 MI) SOUTHWEST OF MILEPOST 49, 22.6 METERS
 MS0639'(74 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 18.3 METERS (60 FT) WEST
 MS0639'OF THE SOUTHWEST END OF THE CUTBANK AND 0.5 METER (1.5 FT)
 MS0639'EAST-SOUTHEAST OF THE FENCE CORNER.
 MS0639'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 MS0639'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0424 ***********************************************************************
 JO0424  DESIGNATION -  E 378 M CO
 JO0424  PID         -  JO0424
 JO0424  STATE/COUNTY-  UT/MILLARD
 JO0424  COUNTRY     -  US
 JO0424  USGS QUAD   -  HALFWAY SUMMIT (2017)
 JO0424
 JO0424                         *CURRENT SURVEY CONTROL
 JO0424  ______________________________________________________________________
 JO0424* NAD 83(1986) POSITION- 38 34 47.     (N) 113 48 23.     (W)   SCALED
 JO0424* NAVD 88 ORTHO HEIGHT -  1724.718 (meters)     5658.51  (feet) ADJUSTED
 JO0424  ______________________________________________________________________
 JO0424  GEOID HEIGHT    -        -21.125 (meters)                     GEOID18
 JO0424  DYNAMIC HEIGHT  -       1722.870 (meters)     5652.45  (feet) COMP
 JO0424  MODELED GRAVITY -    979,495.9   (mgal)                       NAVD 88
 JO0424
 JO0424  VERT ORDER      -  FIRST     CLASS II
 JO0424
 JO0424.The horizontal coordinates were scaled from a map and have
 JO0424.an estimated accuracy of +/- 6 seconds.
 JO0424
 JO0424.The orthometric height was determined by differential leveling and
 JO0424.adjusted by the NATIONAL GEODETIC SURVEY
 JO0424.in June 1991.
 JO0424
 JO0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0424.GEOID18 height accuracy estimate available here.
 JO0424
 JO0424.Click photographs - Photos may exist for this station.
 JO0424
 JO0424.The dynamic height is computed by dividing the NAVD 88
 JO0424.geopotential number by the normal gravity value computed on the
 JO0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0424.degrees latitude (g = 980.6199 gals.).
 JO0424
 JO0424.The modeled gravity was interpolated from observed gravity values.
 JO0424
 JO0424;                    North         East    Units  Estimated Accuracy
 JO0424;SPC UT C     - 2,029,950.      299,020.      MT  (+/- 180 meters Scaled)
 JO0424
 JO0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH555738(NAD 83)
 JO0424
 JO0424                          SUPERSEDED SURVEY CONTROL
 JO0424
 JO0424.No superseded survey control is available for this station.
 JO0424
 JO0424_MARKER: I = METAL ROD
 JO0424_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0424_STAMPING: E 378 1984
 JO0424_MARK LOGO: NGS
 JO0424_PROJECTION: FLUSH
 JO0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0424_ROD/PIPE-DEPTH: 7.3 meters
 JO0424
 JO0424  HISTORY     - Date     Condition        Report By
 JO0424  HISTORY     - 1984     MONUMENTED       NGS
 JO0424
 JO0424                          STATION DESCRIPTION
 JO0424
 JO0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0424'45.7 KM (28.5 MI) SE FROM GARRISON.
 JO0424'45.7 KM (28.55 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0424'OFFICE AT GARRISON, 0.65 KM (0.4 MI) SOUTHEAST OF MILEPOST 29, AT THE
 JO0424'INTERSECTION OF THE OLD HIGHWAY GRADE, 26.2 METERS (86 FT) NORTHEAST
 JO0424'OF THE HIGHWAY CENTERLINE, 48.4 METERS (159 FT) NORTHEAST OF THE
 JO0424'CENTER OF THE OLD HIGHWAY BED AND 32.6 METERS (107 FT) EAST OF THE
 JO0424'NORTHEAST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT.
 JO0424'THE MARK IS 1.0 METERS  NW FROM A WITNESS POST.
 JO0424'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0469 ***********************************************************************
 LN0469  DESIGNATION -  E 379
 LN0469  PID         -  LN0469
 LN0469  STATE/COUNTY-  UT/DAGGETT
 LN0469  COUNTRY     -  US
 LN0469  USGS QUAD   -  MOUNT LENA (2017)
 LN0469
 LN0469                         *CURRENT SURVEY CONTROL
 LN0469  ______________________________________________________________________
 LN0469* NAD 83(1986) POSITION- 40 46 44.     (N) 109 28 13.     (W)   SCALED
 LN0469* NAVD 88 ORTHO HEIGHT -  2491.025 (meters)     8172.64  (feet) ADJUSTED
 LN0469  ______________________________________________________________________
 LN0469  GEOID HEIGHT    -        -13.819 (meters)                     GEOID18
 LN0469  DYNAMIC HEIGHT  -       2488.548 (meters)     8164.51  (feet) COMP
 LN0469  MODELED GRAVITY -    979,539.4   (mgal)                       NAVD 88
 LN0469
 LN0469  VERT ORDER      -  FIRST     CLASS II
 LN0469
 LN0469.The horizontal coordinates were scaled from a map and have
 LN0469.an estimated accuracy of +/- 6 seconds.
 LN0469
 LN0469.The orthometric height was determined by differential leveling and
 LN0469.adjusted by the NATIONAL GEODETIC SURVEY
 LN0469.in June 1991.
 LN0469
 LN0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0469.GEOID18 height accuracy estimate available here.
 LN0469
 LN0469.Click photographs - Photos may exist for this station.
 LN0469
 LN0469.The dynamic height is computed by dividing the NAVD 88
 LN0469.geopotential number by the normal gravity value computed on the
 LN0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0469.degrees latitude (g = 980.6199 gals.).
 LN0469
 LN0469.The modeled gravity was interpolated from observed gravity values.
 LN0469
 LN0469;                    North         East    Units  Estimated Accuracy
 LN0469;SPC UT N     - 1,051,480.      671,320.      MT  (+/- 180 meters Scaled)
 LN0469
 LN0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL290153(NAD 83)
 LN0469
 LN0469                          SUPERSEDED SURVEY CONTROL
 LN0469
 LN0469.No superseded survey control is available for this station.
 LN0469
 LN0469_MARKER: I = METAL ROD
 LN0469_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0469_STAMPING: E 379 1984
 LN0469_MARK LOGO: NGS
 LN0469_PROJECTION: FLUSH
 LN0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0469_ROD/PIPE-DEPTH: 5.2 meters
 LN0469
 LN0469  HISTORY     - Date     Condition        Report By
 LN0469  HISTORY     - 1984     MONUMENTED       NGS
 LN0469
 LN0469                          STATION DESCRIPTION
 LN0469
 LN0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0469'44.8 KM (27.8 MI) NORTH FROM VERNAL.
 LN0469'44.8 KM (27.8 FT) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0469'WITH U.S. HIGHWAY 40 IN VERNAL, 0.2 KM (0.1 MI) SOUTH OF MILEPOST 229,
 LN0469'0.2 KM (0.1 MI) SOUTH OF A DIRT ROAD LEADING SOUTHEAST TO BOWDEN DRAW,
 LN0469'AND 12.1 M (39.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 LN0469'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LN0469'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LN0469'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0458 ***********************************************************************
 HM0458  DESIGNATION -  E 379
 HM0458  PID         -  HM0458
 HM0458  STATE/COUNTY-  UT/SAN JUAN
 HM0458  COUNTRY     -  US
 HM0458  USGS QUAD   -  NAVAJO CANYON (2017)
 HM0458
 HM0458                         *CURRENT SURVEY CONTROL
 HM0458  ______________________________________________________________________
 HM0458* NAD 83(1986) POSITION- 37 19 38.90   (N) 109 07 30.73   (W)   HD_HELD1
 HM0458* NAVD 88 ORTHO HEIGHT -  1597.542 (meters)     5241.27  (feet) ADJUSTED
 HM0458  ______________________________________________________________________
 HM0458  GEOID HEIGHT    -        -20.551 (meters)                     GEOID18
 HM0458  DYNAMIC HEIGHT  -       1595.698 (meters)     5235.22  (feet) COMP
 HM0458  MODELED GRAVITY -    979,420.5   (mgal)                       NAVD 88
 HM0458
 HM0458  VERT ORDER      -  FIRST     CLASS II
 HM0458
 HM0458.The horizontal coordinates were determined by differentially corrected
 HM0458.hand held GPS observations or other comparable positioning techniques
 HM0458.and have an estimated accuracy of +/- 3 meters.
 HM0458
 HM0458.The orthometric height was determined by differential leveling and
 HM0458.adjusted by the NATIONAL GEODETIC SURVEY
 HM0458.in June 1991.
 HM0458
 HM0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0458.GEOID18 height accuracy estimate available here.
 HM0458
 HM0458.Click photographs - Photos may exist for this station.
 HM0458
 HM0458.The dynamic height is computed by dividing the NAVD 88
 HM0458.geopotential number by the normal gravity value computed on the
 HM0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0458.degrees latitude (g = 980.6199 gals.).
 HM0458
 HM0458.The modeled gravity was interpolated from observed gravity values.
 HM0458
 HM0458;                    North         East    Units  Estimated Accuracy
 HM0458;SPC UT S     - 3,076,010.6     710,448.5     MT  (+/- 3 meters HH1 GPS) 
 HM0458
 HM0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG6610132849(NAD 83)
 HM0458
 HM0458                          SUPERSEDED SURVEY CONTROL
 HM0458
 HM0458.No superseded survey control is available for this station.
 HM0458
 HM0458_MARKER: DV = VERTICAL CONTROL DISK
 HM0458_SETTING: 66 = SET IN ROCK OUTCROP
 HM0458_STAMPING: E 379 1984
 HM0458_MARK LOGO: NGS
 HM0458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0458+STABILITY: POSITION/ELEVATION WELL
 HM0458
 HM0458  HISTORY     - Date     Condition        Report By
 HM0458  HISTORY     - 1984     MONUMENTED       NGS
 HM0458
 HM0458                          STATION DESCRIPTION
 HM0458
 HM0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0458'57.9 KM (36.0 MI) WEST FROM CORTEZ CO.
 HM0458'4.1 KM (2.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 160 FROM ITS WEST
 HM0458'JUNCTION WITH U.S. HIGHWAY 666 IN CORTEZ, THENCE 47.7 KM (29.65 MI)
 HM0458'WESTERLY ALONG A PAVED (TURNING TO GRAVEL) ROAD, THENCE 6.1 KM
 HM0458'(3.8 MI) NORTH AND WEST ALONG A PAVED ROAD, OR 18.2 KM (11.3 MI)
 HM0458'NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST OFFICE IN BLUFF,
 HM0458'THENCE 13.5 KM (8.4 MI) EASTERLY ALONG STATE HIGHWAY 262, THENCE
 HM0458'10.8 KM (6.7 MI) SOUTHEASTERLY ALONG A PAVED ROAD, THENCE 16.0 KM
 HM0458'(9.95 MI) SOUTH AND EAST ALONG A GRAVELED ROAD, NEAR THE SOUTHEAST END
 HM0458'OF A 30- BY 180-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 54.2 METERS
 HM0458'(177.8 FT) WEST OF THE NORTHWEST END OF A 24-INCH METAL CULVERT,
 HM0458'32.9 METERS (107.9 FT) NORTHWEST OF THE CENTER OF THE ROAD, 9.1 METERS
 HM0458'(29.9 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE OUTCROP, AND
 HM0458'5.2 METERS (17.1 FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE OUTCROP.
 HM0458'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 HM0458'THE MARK IS 1.0 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0101 ***********************************************************************
 JO0101  DESIGNATION -  E 38
 JO0101  PID         -  JO0101
 JO0101  STATE/COUNTY-  UT/GARFIELD
 JO0101  COUNTRY     -  US
 JO0101  USGS QUAD   -  BULL RUSH PEAK (2017)
 JO0101
 JO0101                         *CURRENT SURVEY CONTROL
 JO0101  ______________________________________________________________________
 JO0101* NAD 83(1986) POSITION- 38 06 36.     (N) 112 20 16.     (W)   SCALED
 JO0101* NAVD 88 ORTHO HEIGHT -  1905.237 (meters)     6250.77  (feet) ADJUSTED
 JO0101  ______________________________________________________________________
 JO0101  GEOID HEIGHT    -        -19.468 (meters)                     GEOID18
 JO0101  DYNAMIC HEIGHT  -       1902.992 (meters)     6243.40  (feet) COMP
 JO0101  MODELED GRAVITY -    979,383.7   (mgal)                       NAVD 88
 JO0101
 JO0101  VERT ORDER      -  SECOND    CLASS 0
 JO0101
 JO0101.The horizontal coordinates were scaled from a map and have
 JO0101.an estimated accuracy of +/- 6 seconds.
 JO0101
 JO0101.The orthometric height was determined by differential leveling and
 JO0101.adjusted by the NATIONAL GEODETIC SURVEY
 JO0101.in June 1991.
 JO0101
 JO0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0101.GEOID18 height accuracy estimate available here.
 JO0101
 JO0101.Click photographs - Photos may exist for this station.
 JO0101
 JO0101.The dynamic height is computed by dividing the NAVD 88
 JO0101.geopotential number by the normal gravity value computed on the
 JO0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0101.degrees latitude (g = 980.6199 gals.).
 JO0101
 JO0101.The modeled gravity was interpolated from observed gravity values.
 JO0101
 JO0101;                    North         East    Units  Estimated Accuracy
 JO0101;SPC UT S     - 3,160,520.      426,530.      MT  (+/- 180 meters Scaled)
 JO0101
 JO0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH827188(NAD 83)
 JO0101
 JO0101                          SUPERSEDED SURVEY CONTROL
 JO0101
 JO0101  NGVD 29 (??/??/92) 1903.988  (m)         6246.67   (f) ADJ UNCH    2 0
 JO0101
 JO0101.Superseded values are not recommended for survey control.
 JO0101
 JO0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0101.See file dsdata.pdf to determine how the superseded data were derived.
 JO0101
 JO0101_MARKER: DB = BENCH MARK DISK
 JO0101_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JO0101_SP_SET: HEADWALL
 JO0101_STAMPING: E 38 1934
 JO0101_MARK LOGO: CGS
 JO0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0101
 JO0101  HISTORY     - Date     Condition        Report By
 JO0101  HISTORY     - 1934     MONUMENTED       CGS
 JO0101  HISTORY     - 1966     GOOD             USGS
 JO0101
 JO0101                          STATION DESCRIPTION
 JO0101
 JO0101'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 JO0101'13.2 MI S FROM JUNCTION.
 JO0101'JUNCTION, 12.5 MILES SOUTH OF THE COURTHOUSE ALONG U.S. HWY. 89, 130
 JO0101'FT. WEST OF CENTERLINE OF NEW HWY., 65 FT. SOUTH OF POLE NO. 1893, 27
 JO0101'FT. SOUTH OF CENTERLINE OF OLD HWY. AT THE SOUTH-WEST CONCRETE
 JO0101'HEADWALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0589 ***********************************************************************
 MS0589  DESIGNATION -  E 380
 MS0589  PID         -  MS0589
 MS0589  STATE/COUNTY-  UT/BOX ELDER
 MS0589  COUNTRY     -  US
 MS0589  USGS QUAD   -  SUNSET PASS (2017)
 MS0589
 MS0589                         *CURRENT SURVEY CONTROL
 MS0589  ______________________________________________________________________
 MS0589* NAD 83(1986) POSITION- 41 38 15.     (N) 112 35 53.     (W)   SCALED
 MS0589* NAVD 88 ORTHO HEIGHT -  1638.254 (meters)     5374.84  (feet) ADJUSTED
 MS0589  ______________________________________________________________________
 MS0589  GEOID HEIGHT    -        -15.657 (meters)                     GEOID18
 MS0589  DYNAMIC HEIGHT  -       1637.072 (meters)     5370.96  (feet) COMP
 MS0589  MODELED GRAVITY -    979,843.0   (mgal)                       NAVD 88
 MS0589
 MS0589  VERT ORDER      -  FIRST     CLASS II
 MS0589
 MS0589.The horizontal coordinates were scaled from a map and have
 MS0589.an estimated accuracy of +/- 6 seconds.
 MS0589
 MS0589.The orthometric height was determined by differential leveling and
 MS0589.adjusted by the NATIONAL GEODETIC SURVEY
 MS0589.in June 1991.
 MS0589
 MS0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0589.GEOID18 height accuracy estimate available here.
 MS0589
 MS0589.Click photographs - Photos may exist for this station.
 MS0589
 MS0589.The dynamic height is computed by dividing the NAVD 88
 MS0589.geopotential number by the normal gravity value computed on the
 MS0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0589.degrees latitude (g = 980.6199 gals.).
 MS0589
 MS0589.The modeled gravity was interpolated from observed gravity values.
 MS0589
 MS0589;                    North         East    Units  Estimated Accuracy
 MS0589;SPC UT N     - 1,145,410.      408,520.      MT  (+/- 180 meters Scaled)
 MS0589
 MS0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM669107(NAD 83)
 MS0589
 MS0589                          SUPERSEDED SURVEY CONTROL
 MS0589
 MS0589.No superseded survey control is available for this station.
 MS0589
 MS0589_MARKER: I = METAL ROD
 MS0589_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0589+WITH SETTING: INFORMATION.
 MS0589_STAMPING: E 380 1984
 MS0589_MARK LOGO: NGS
 MS0589_PROJECTION: FLUSH
 MS0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0589_ROD/PIPE-DEPTH: 0.9 meters
 MS0589
 MS0589  HISTORY     - Date     Condition        Report By
 MS0589  HISTORY     - 1984     MONUMENTED       NGS
 MS0589
 MS0589                          STATION DESCRIPTION
 MS0589
 MS0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0589'6.3 KM (3.9 MI) NW FROM PROMONTORY.
 MS0589'1.58 KM (0.98 MI) NORTH ALONG A PAVED ROAD FROM THE GOLDEN SPIKE
 MS0589'MONUMENT IN PROMONTORY, THENCE 4.70 KM (2.92 MI) WEST ALONG A GRAVELED
 MS0589'ROAD, AT A POWER LINE CROSSING, IN THE NORTHWEST CORNER OF THE T
 MS0589'JUNCTION OF A DIRT ROAD LEADING NORTH TO A RADIO TOWER AND AT THE
 MS0589'CREST OF A HILL, 15.3 METERS (50 FT) NORTH OF THE CENTER OF THE ROAD,
 MS0589'4.0 METERS (13 FT) WEST OF THE WEST GATE POST FOR A CHAIN LINK GATE,
 MS0589'1.4 METERS (4.5 FT) NORTHWEST OF A STEEL FENCE CORNER AND 0.6 METER
 MS0589'(2 FT) WEST OF THE FENCE.  NOTE-- ROD WAS DRIVEN TO 3 FOOT REFUSAL.
 MS0589'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 MS0589'THE MARK IS ABOVE LEVEL WITH THE ROADS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0670 ***********************************************************************
 MS0670  DESIGNATION -  E 381
 MS0670  PID         -  MS0670
 MS0670  STATE/COUNTY-  UT/BOX ELDER
 MS0670  COUNTRY     -  US
 MS0670  USGS QUAD   -  LUCIN NE (2017)
 MS0670
 MS0670                         *CURRENT SURVEY CONTROL
 MS0670  ______________________________________________________________________
 MS0670* NAD 83(1986) POSITION- 41 25 56.     (N) 113 47 13.     (W)   SCALED
 MS0670* NAVD 88 ORTHO HEIGHT -  1412.454 (meters)     4634.03  (feet) ADJUSTED
 MS0670  ______________________________________________________________________
 MS0670  GEOID HEIGHT    -        -16.578 (meters)                     GEOID18
 MS0670  DYNAMIC HEIGHT  -       1411.434 (meters)     4630.68  (feet) COMP
 MS0670  MODELED GRAVITY -    979,852.2   (mgal)                       NAVD 88
 MS0670
 MS0670  VERT ORDER      -  FIRST     CLASS II
 MS0670
 MS0670.The horizontal coordinates were scaled from a map and have
 MS0670.an estimated accuracy of +/- 6 seconds.
 MS0670
 MS0670.The orthometric height was determined by differential leveling and
 MS0670.adjusted by the NATIONAL GEODETIC SURVEY
 MS0670.in June 1991.
 MS0670
 MS0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0670.GEOID18 height accuracy estimate available here.
 MS0670
 MS0670.Click photographs - Photos may exist for this station.
 MS0670
 MS0670.The dynamic height is computed by dividing the NAVD 88
 MS0670.geopotential number by the normal gravity value computed on the
 MS0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0670.degrees latitude (g = 980.6199 gals.).
 MS0670
 MS0670.The modeled gravity was interpolated from observed gravity values.
 MS0670
 MS0670;                    North         East    Units  Estimated Accuracy
 MS0670;SPC UT N     - 1,124,550.      308,880.      MT  (+/- 180 meters Scaled)
 MS0670
 MS0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL671904(NAD 83)
 MS0670
 MS0670                          SUPERSEDED SURVEY CONTROL
 MS0670
 MS0670.No superseded survey control is available for this station.
 MS0670
 MS0670_MARKER: I = METAL ROD
 MS0670_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0670_STAMPING: E 381 1984
 MS0670_MARK LOGO: NGS
 MS0670_PROJECTION: FLUSH
 MS0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0670_ROD/PIPE-DEPTH: 3.6 meters
 MS0670
 MS0670  HISTORY     - Date     Condition        Report By
 MS0670  HISTORY     - 1984     MONUMENTED       NGS
 MS0670
 MS0670                          STATION DESCRIPTION
 MS0670
 MS0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0670'66.9 KM (41.6 MI) SW FROM PARK VALLEY.
 MS0670'66.91 KM (41.59 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0670'AT PARK VALLEY, AT THE T JUNCTION OF A DIRT ROAD LEADING NORTH TO
 MS0670'GROUSE CREEK MOUNTAINS, 0.14 KM (0.09 MI) EAST OF MILEPOST 14,
 MS0670'31.4 METERS (103 FT) SOUTH OF THE HIGHWAY CENTERLINE, 12.2 METERS
 MS0670'(40 FT) WEST OF THE EXTENDED CENTER OF THE DIRT ROAD AND 3.7 METERS
 MS0670'(12 FT) EAST OF A POWER POLE.
 MS0670'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 MS0670'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0495 ***********************************************************************
 LN0495  DESIGNATION -  E 383
 LN0495  PID         -  LN0495
 LN0495  STATE/COUNTY-  UT/UINTAH
 LN0495  COUNTRY     -  US
 LN0495  USGS QUAD   -  DONKEY FLAT (2017)
 LN0495
 LN0495                         *CURRENT SURVEY CONTROL
 LN0495  ______________________________________________________________________
 LN0495* NAD 83(1986) POSITION- 40 35 58.     (N) 109 27 57.     (W)   SCALED
 LN0495* NAVD 88 ORTHO HEIGHT -  1763.651 (meters)     5786.25  (feet) ADJUSTED
 LN0495  ______________________________________________________________________
 LN0495  GEOID HEIGHT    -        -15.389 (meters)                     GEOID18
 LN0495  DYNAMIC HEIGHT  -       1762.048 (meters)     5780.99  (feet) COMP
 LN0495  MODELED GRAVITY -    979,654.3   (mgal)                       NAVD 88
 LN0495
 LN0495  VERT ORDER      -  FIRST     CLASS II
 LN0495
 LN0495.The horizontal coordinates were scaled from a map and have
 LN0495.an estimated accuracy of +/- 6 seconds.
 LN0495
 LN0495.The orthometric height was determined by differential leveling and
 LN0495.adjusted by the NATIONAL GEODETIC SURVEY
 LN0495.in June 1991.
 LN0495
 LN0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0495.GEOID18 height accuracy estimate available here.
 LN0495
 LN0495.Click photographs - Photos may exist for this station.
 LN0495
 LN0495.The dynamic height is computed by dividing the NAVD 88
 LN0495.geopotential number by the normal gravity value computed on the
 LN0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0495.degrees latitude (g = 980.6199 gals.).
 LN0495
 LN0495.The modeled gravity was interpolated from observed gravity values.
 LN0495
 LN0495;                    North         East    Units  Estimated Accuracy
 LN0495;SPC UT C     - 2,253,550.      672,160.      MT  (+/- 180 meters Scaled)
 LN0495
 LN0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK298954(NAD 83)
 LN0495
 LN0495                          SUPERSEDED SURVEY CONTROL
 LN0495
 LN0495.No superseded survey control is available for this station.
 LN0495
 LN0495_MARKER: I = METAL ROD
 LN0495_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0495_STAMPING: E 383 1984
 LN0495_MARK LOGO: NGS
 LN0495_PROJECTION: FLUSH
 LN0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0495_ROD/PIPE-DEPTH: 3.7 meters
 LN0495
 LN0495  HISTORY     - Date     Condition        Report By
 LN0495  HISTORY     - 1984     MONUMENTED       NGS
 LN0495
 LN0495                          STATION DESCRIPTION
 LN0495
 LN0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0495'18.7 KM (11.6 MI) NORTH FROM VERNAL.
 LN0495'18.7 KM (11.6 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0495'WITH U.S. HIGHWAY 40 IN VERNAL, 0.7 KM (0.45 MI) NORTH OF A PAVED ROAD
 LN0495'LEADING TO RED FLEET DAM, 16.0 M (52.5 FT) WEST OF THE CENTERLINE OF
 LN0495'THE HIGHWAY, AND 15.7 M (51.5 FT) SOUTHEAST OF THE EAST 1 OF 2
 LN0495'POWERLINE POLES.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LN0495'LOGO CAP.
 LN0495'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LN0495'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0419 ***********************************************************************
 LN0419  DESIGNATION -  E 385
 LN0419  PID         -  LN0419
 LN0419  STATE/COUNTY-  UT/DAGGETT
 LN0419  COUNTRY     -  US
 LN0419  USGS QUAD   -  MANILA (2017)
 LN0419
 LN0419                         *CURRENT SURVEY CONTROL
 LN0419  ______________________________________________________________________
 LN0419* NAD 83(1986) POSITION- 40 59 53.54   (N) 109 40 35.77   (W)   HD_HELD1
 LN0419* NAVD 88 ORTHO HEIGHT -  1876.904 (meters)     6157.81  (feet) ADJUSTED
 LN0419  ______________________________________________________________________
 LN0419  GEOID HEIGHT    -        -14.249 (meters)                     GEOID18
 LN0419  DYNAMIC HEIGHT  -       1875.221 (meters)     6152.29  (feet) COMP
 LN0419  MODELED GRAVITY -    979,660.8   (mgal)                       NAVD 88
 LN0419
 LN0419  VERT ORDER      -  FIRST     CLASS II
 LN0419
 LN0419.The horizontal coordinates were determined by differentially corrected
 LN0419.hand held GPS observations or other comparable positioning techniques
 LN0419.and have an estimated accuracy of +/- 3 meters.
 LN0419
 LN0419.The orthometric height was determined by differential leveling and
 LN0419.adjusted by the NATIONAL GEODETIC SURVEY
 LN0419.in June 1991.
 LN0419
 LN0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0419.GEOID18 height accuracy estimate available here.
 LN0419
 LN0419.Click photographs - Photos may exist for this station.
 LN0419
 LN0419.The dynamic height is computed by dividing the NAVD 88
 LN0419.geopotential number by the normal gravity value computed on the
 LN0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0419.degrees latitude (g = 980.6199 gals.).
 LN0419
 LN0419.The modeled gravity was interpolated from observed gravity values.
 LN0419
 LN0419;                    North         East    Units  Estimated Accuracy
 LN0419;SPC UT N     - 1,075,442.9     653,399.6     MT  (+/- 3 meters HH1 GPS) 
 LN0419
 LN0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL1130439401(NAD 83)
 LN0419
 LN0419                          SUPERSEDED SURVEY CONTROL
 LN0419
 LN0419.No superseded survey control is available for this station.
 LN0419
 LN0419_MARKER: F = FLANGE-ENCASED ROD
 LN0419_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0419_STAMPING: E 385 1984
 LN0419_MARK LOGO: NGS
 LN0419_PROJECTION: FLUSH
 LN0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0419+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2022
 LN0419_ROD/PIPE-DEPTH: 4.0 meters
 LN0419
 LN0419  HISTORY     - Date     Condition        Report By
 LN0419  HISTORY     - 1984     MONUMENTED       NGS
 LN0419  HISTORY     - 20220308 GOOD             WYDT
 LN0419
 LN0419                          STATION DESCRIPTION
 LN0419
 LN0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0419'4.2 KM (2.6 MI) EAST FROM MANILA.
 LN0419'4.2 KM (2.6 MI) EASTERLY ALONG STATE HIGHWAY 43 FROM ITS JUNCTION WITH
 LN0419'STATE HIGHWAY 44 IN MANILA, AT THE UTAH-WYOMING STATE LINE, 17.8 M
 LN0419'(58.4 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.8 M (22.3 FT)
 LN0419'SOUTH OF THE CENTER OF A DIRT ROAD LEADING EAST, 6.8 M (22.3 FT)
 LN0419'EAST-NORTHEAST OF THE CENTER OF A GATE AND FIELD ENTRANCE, AND 3.9 M
 LN0419'(12.8 FT) EAST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS
 LN0419'THROUGH A 5-INCH LOGO CAP.
 LN0419'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 LN0419'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 LN0419
 LN0419                          STATION RECOVERY (2022)
 LN0419
 LN0419'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 2022 (RM)
 LN0419'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0447 ***********************************************************************
 LN0447  DESIGNATION -  E 386
 LN0447  PID         -  LN0447
 LN0447  STATE/COUNTY-  UT/DAGGETT
 LN0447  COUNTRY     -  US
 LN0447  USGS QUAD   -  ELK PARK (2017)
 LN0447
 LN0447                         *CURRENT SURVEY CONTROL
 LN0447  ______________________________________________________________________
 LN0447* NAD 83(1986) POSITION- 40 50 54.     (N) 109 40 09.     (W)   SCALED
 LN0447* NAVD 88 ORTHO HEIGHT -  2388.548 (meters)     7836.43  (feet) ADJUSTED
 LN0447  ______________________________________________________________________
 LN0447  GEOID HEIGHT    -        -13.354 (meters)                     GEOID18
 LN0447  DYNAMIC HEIGHT  -       2386.244 (meters)     7828.87  (feet) COMP
 LN0447  MODELED GRAVITY -    979,572.8   (mgal)                       NAVD 88
 LN0447
 LN0447  VERT ORDER      -  FIRST     CLASS II
 LN0447
 LN0447.The horizontal coordinates were scaled from a map and have
 LN0447.an estimated accuracy of +/- 6 seconds.
 LN0447
 LN0447.The orthometric height was determined by differential leveling and
 LN0447.adjusted by the NATIONAL GEODETIC SURVEY
 LN0447.in June 1991.
 LN0447
 LN0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0447.GEOID18 height accuracy estimate available here.
 LN0447
 LN0447.Click photographs - Photos may exist for this station.
 LN0447
 LN0447.The dynamic height is computed by dividing the NAVD 88
 LN0447.geopotential number by the normal gravity value computed on the
 LN0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0447.degrees latitude (g = 980.6199 gals.).
 LN0447
 LN0447.The modeled gravity was interpolated from observed gravity values.
 LN0447
 LN0447;                    North         East    Units  Estimated Accuracy
 LN0447;SPC UT N     - 1,058,820.      654,380.      MT  (+/- 180 meters Scaled)
 LN0447
 LN0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL121227(NAD 83)
 LN0447
 LN0447                          SUPERSEDED SURVEY CONTROL
 LN0447
 LN0447.No superseded survey control is available for this station.
 LN0447
 LN0447_MARKER: DV = VERTICAL CONTROL DISK
 LN0447_SETTING: 66 = SET IN ROCK OUTCROP
 LN0447_STAMPING: E 386 1984
 LN0447_MARK LOGO: NGS
 LN0447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0447+STABILITY: POSITION/ELEVATION WELL
 LN0447
 LN0447  HISTORY     - Date     Condition        Report By
 LN0447  HISTORY     - 1984     MONUMENTED       NGS
 LN0447
 LN0447                          STATION DESCRIPTION
 LN0447
 LN0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0447'27.2 KM (16.9 MI) SOUTH FROM MANILA.
 LN0447'27.2 KM (16.9 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0447'WITH STATE HIGHWAY 43 IN MANILA, SET IN THE NORTHWESTERN 1/4 OF A 6 BY
 LN0447'12 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, AT THE NORTHWEST END OF A
 LN0447'HIGHWAY CUT, 0.9 KM (0.55 MI) SOUTHEAST OF A GRAVEL ROAD LEADING TO
 LN0447'DEEP CREEK CAMPGROUND, 0.3 KM (0.2 MI) SOUTHEAST OF MILEPOST 11,
 LN0447'0.8 KM (0.5 MI) NORTHWEST OF A GRAVEL ROAD LEADING TO LEONA SPRINGS
 LN0447'TRAIL NO. 009, AND 12.9 M (42.3 FT) SOUTHWEST OF THE CENTERLINE OF THE
 LN0447'HIGHWAY.
 LN0447'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LN0447'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DE6273 ***********************************************************************
 DE6273  DESIGNATION -  E 388
 DE6273  PID         -  DE6273
 DE6273  STATE/COUNTY-  UT/DUCHESNE
 DE6273  COUNTRY     -  US
 DE6273  USGS QUAD   -  MYTON SW (2017)
 DE6273
 DE6273                         *CURRENT SURVEY CONTROL
 DE6273  ______________________________________________________________________
 DE6273* NAD 83(1986) POSITION- 40 02 13.     (N) 110 09 17.     (W)   SCALED
 DE6273* NAVD 88 ORTHO HEIGHT -  1832.233 (meters)     6011.25  (feet) ADJUSTED
 DE6273  ______________________________________________________________________
 DE6273  GEOID HEIGHT    -        -17.612 (meters)                     GEOID18
 DE6273  DYNAMIC HEIGHT  -       1830.438 (meters)     6005.36  (feet) COMP
 DE6273  MODELED GRAVITY -    979,581.7   (mgal)                       NAVD 88
 DE6273
 DE6273  VERT ORDER      -  SECOND    CLASS II
 DE6273
 DE6273.The horizontal coordinates were scaled from a map and have
 DE6273.an estimated accuracy of +/- 6 seconds.
 DE6273
 DE6273.The orthometric height was determined by differential leveling and
 DE6273.adjusted by the NATIONAL GEODETIC SURVEY
 DE6273.in August 2002.
 DE6273
 DE6273.No vertical observational check was made to the station.
 DE6273
 DE6273.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6273.GEOID18 height accuracy estimate available here.
 DE6273
 DE6273.Click photographs - Photos may exist for this station.
 DE6273
 DE6273.The dynamic height is computed by dividing the NAVD 88
 DE6273.geopotential number by the normal gravity value computed on the
 DE6273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6273.degrees latitude (g = 980.6199 gals.).
 DE6273
 DE6273.The modeled gravity was interpolated from observed gravity values.
 DE6273
 DE6273;                    North         East    Units  Estimated Accuracy
 DE6273;SPC UT C     - 2,190,000.      614,800.      MT  (+/- 180 meters Scaled)
 DE6273
 DE6273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK721321(NAD 83)
 DE6273
 DE6273                          SUPERSEDED SURVEY CONTROL
 DE6273
 DE6273.No superseded survey control is available for this station.
 DE6273
 DE6273_MARKER: DV = VERTICAL CONTROL DISK
 DE6273_SETTING: 66 = SET IN ROCK OUTCROP
 DE6273_STAMPING: E 388 2002
 DE6273_MARK LOGO: NGS
 DE6273_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6273+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2002
 DE6273
 DE6273  HISTORY     - Date     Condition        Report By
 DE6273  HISTORY     - 20020425 MONUMENTED       NGS
 DE6273
 DE6273                          STATION DESCRIPTION
 DE6273
 DE6273'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 DE6273'2.2 KM (1.4 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 40 FROM THE
 DE6273'INTERSECTION OF MAIN STREET IN MYTON, THENCE 2.7 KM (1.7 MI) SOUTHERLY
 DE6273'ALONG ROAD 5550 W, THENCE 7.4 KM (4.6 MI) SOUTHERLY ALONG ROAD 6000 W
 DE6273'(ROAD TO SAND WASH), THENCE 12.2 KM (7.6 MI) SOUTHWESTERLY ALONG A
 DE6273'GRAVELED ROAD JUST NORTHWEST OF A SIGN (ENTERING BLM ADMINISTERED
 DE6273'LAND, PRAIRIE WETLANDS 17 MILES), 0.2 KM (0.1 MI) NORTH OF A GRAVEL
 DE6273'ROAD, NEAR THE CENTER OF A 4 BY 5-FOOT AREA OF ROCK OUTCROP, 49.0 M
 DE6273'(160.8 FT) WEST-SOUTHWEST OF AN OIL WELL, 27.2 M (89.2 FT) WEST OF THE
 DE6273'CENTER OF THE ROAD, 9.5 M (31.2 FT) WEST OF A WITNESS POST AND 3.0 M
 DE6273'(9.8 FT) BELOW THE LEVEL OF THE ROAD.
 DE6273'
 DE6273'NOTE-THE MARK IS ON PROPERTY OWNED BY THE BUREAU OF LAND MANAGEMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0040 ***********************************************************************
 KN0040  DESIGNATION -  E 39
 KN0040  PID         -  KN0040
 KN0040  STATE/COUNTY-  UT/EMERY
 KN0040  COUNTRY     -  US
 KN0040  USGS QUAD   -  DESERT (2017)
 KN0040
 KN0040                         *CURRENT SURVEY CONTROL
 KN0040  ______________________________________________________________________
 KN0040* NAD 83(1986) POSITION- 39 01 16.     (N) 110 20 46.     (W)   SCALED
 KN0040* NAVD 88 ORTHO HEIGHT -  1357.670 (meters)     4454.29  (feet) ADJUSTED
 KN0040  ______________________________________________________________________
 KN0040  GEOID HEIGHT    -        -19.608 (meters)                     GEOID18
 KN0040  DYNAMIC HEIGHT  -       1356.356 (meters)     4449.98  (feet) COMP
 KN0040  MODELED GRAVITY -    979,613.1   (mgal)                       NAVD 88
 KN0040
 KN0040  VERT ORDER      -  SECOND    CLASS 0
 KN0040
 KN0040.The horizontal coordinates were scaled from a map and have
 KN0040.an estimated accuracy of +/- 6 seconds.
 KN0040
 KN0040.The orthometric height was determined by differential leveling and
 KN0040.adjusted by the NATIONAL GEODETIC SURVEY
 KN0040.in June 1991.
 KN0040
 KN0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0040.GEOID18 height accuracy estimate available here.
 KN0040
 KN0040.Click photographs - Photos may exist for this station.
 KN0040
 KN0040.The dynamic height is computed by dividing the NAVD 88
 KN0040.geopotential number by the normal gravity value computed on the
 KN0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0040.degrees latitude (g = 980.6199 gals.).
 KN0040
 KN0040.The modeled gravity was interpolated from observed gravity values.
 KN0040
 KN0040;                    North         East    Units  Estimated Accuracy
 KN0040;SPC UT C     - 2,077,000.      599,930.      MT  (+/- 180 meters Scaled)
 KN0040
 KN0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ566193(NAD 83)
 KN0040
 KN0040                          SUPERSEDED SURVEY CONTROL
 KN0040
 KN0040  NGVD 29 (??/??/92) 1356.680  (m)         4451.04   (f) ADJ UNCH    2 0
 KN0040
 KN0040.Superseded values are not recommended for survey control.
 KN0040
 KN0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0040.See file dsdata.pdf to determine how the superseded data were derived.
 KN0040
 KN0040_MARKER: DB = BENCH MARK DISK
 KN0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0040_STAMPING: E 39 1934
 KN0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0040+STABILITY: SURFACE MOTION
 KN0040
 KN0040  HISTORY     - Date     Condition        Report By
 KN0040  HISTORY     - 1934     MONUMENTED       CGS
 KN0040  HISTORY     - 1969     MARK NOT FOUND   CGS
 KN0040
 KN0040                          STATION DESCRIPTION
 KN0040
 KN0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KN0040'12.1 MI W FROM GREEN RIVER.
 KN0040'12.1 MILES WEST OF GREEN RIVER, ABOUT 6 MILES ALONG THE TRAIL TO
 KN0040'CASTLE DALE FROM U.S. HIGHWAY 50, WEST OF ELLIOT MOUNTAIN WHICH IS
 KN0040'SEPARATED BY A SAND RIDGE, ON A LONG PLATEAU, BOUNDED ON THE WEST BY A
 KN0040'BROKEN AND JAGGED HILL CUT BY WIND, AND 15 FEET EAST OF THE CENTER
 KN0040'LINE OF THE TRAIL.  SET IN THE TOP OF A CONCRETE POST.  NOTE-- TRUCK
 KN0040'TRAIL HAS BEEN WIDENED IN THIS AREA, AND SINCE MARK WAS ONLY 15 FT.
 KN0040'FROM CENTER OF OLD TRAIL, IT WAS PROBABLY DESTROYED DURING
 KN0040'CONSTRUCTION OF NEW ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0069 ***********************************************************************
 KN0069  DESIGNATION -  E 40
 KN0069  PID         -  KN0069
 KN0069  STATE/COUNTY-  UT/EMERY
 KN0069  COUNTRY     -  US
 KN0069  USGS QUAD   -  HADDEN HOLES (2017)
 KN0069
 KN0069                         *CURRENT SURVEY CONTROL
 KN0069  ______________________________________________________________________
 KN0069* NAD 83(1986) POSITION- 39 13 15.     (N) 110 59 53.     (W)   SCALED
 KN0069* NAVD 88 ORTHO HEIGHT -  1730.494 (meters)     5677.46  (feet) ADJUSTED
 KN0069  ______________________________________________________________________
 KN0069  GEOID HEIGHT    -        -17.434 (meters)                     GEOID18
 KN0069  DYNAMIC HEIGHT  -       1728.765 (meters)     5671.79  (feet) COMP
 KN0069  MODELED GRAVITY -    979,566.5   (mgal)                       NAVD 88
 KN0069
 KN0069  VERT ORDER      -  SECOND    CLASS 0
 KN0069
 KN0069.The horizontal coordinates were scaled from a map and have
 KN0069.an estimated accuracy of +/- 6 seconds.
 KN0069
 KN0069.The orthometric height was determined by differential leveling and
 KN0069.adjusted by the NATIONAL GEODETIC SURVEY
 KN0069.in June 1991.
 KN0069
 KN0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0069.GEOID18 height accuracy estimate available here.
 KN0069
 KN0069.Click photographs - Photos may exist for this station.
 KN0069
 KN0069.The dynamic height is computed by dividing the NAVD 88
 KN0069.geopotential number by the normal gravity value computed on the
 KN0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0069.degrees latitude (g = 980.6199 gals.).
 KN0069
 KN0069.The modeled gravity was interpolated from observed gravity values.
 KN0069
 KN0069;                    North         East    Units  Estimated Accuracy
 KN0069;SPC UT C     - 2,098,650.      543,340.      MT  (+/- 180 meters Scaled)
 KN0069
 KN0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ001412(NAD 83)
 KN0069
 KN0069                          SUPERSEDED SURVEY CONTROL
 KN0069
 KN0069  NGVD 29 (??/??/92) 1729.427  (m)         5673.96   (f) ADJ UNCH    2 0
 KN0069
 KN0069.Superseded values are not recommended for survey control.
 KN0069
 KN0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0069.See file dsdata.pdf to determine how the superseded data were derived.
 KN0069
 KN0069_MARKER: DB = BENCH MARK DISK
 KN0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0069_STAMPING: E 40 1934
 KN0069_MARK LOGO: CGS
 KN0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0069+STABILITY: SURFACE MOTION
 KN0069
 KN0069  HISTORY     - Date     Condition        Report By
 KN0069  HISTORY     - 1934     MONUMENTED       CGS
 KN0069  HISTORY     - 1969     MARK NOT FOUND   USGS
 KN0069
 KN0069                          STATION DESCRIPTION
 KN0069
 KN0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0069'1.5 MI E FROM CASTLE DALE.
 KN0069'ABOUT 1.5 MILES EAST ALONG THE TRAIL TO GREEN RIVER FROM THE
 KN0069'COURTHOUSE AT CASTLE DALE, EMERY COUNTY, ABOUT 1/2 MILE SOUTH OF STATE
 KN0069'HIGHWAY 10, AT THE JUNCTION OF THE OLD ROAD WITH A GRAVEL ROAD, 66
 KN0069'FEET EAST OF THE CENTER LINE OF THE COUNTY ROAD, AND 30 FEET NORTH OF
 KN0069'THE CENTER LINE OF THE OLD ROAD.  A STANDARD DISK, STAMPED E 40 1934
 KN0069'AND SET IN THE TOP OF A CONCRETE POST.
 KN0069
 KN0069                          STATION RECOVERY (1969)
 KN0069
 KN0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KN0069'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0224 ***********************************************************************
 KN0224  DESIGNATION -  E 41
 KN0224  PID         -  KN0224
 KN0224  STATE/COUNTY-  UT/EMERY
 KN0224  COUNTRY     -  US
 KN0224  USGS QUAD   -  MAHOGANY POINT (2017)
 KN0224
 KN0224                         *CURRENT SURVEY CONTROL
 KN0224  ______________________________________________________________________
 KN0224* NAD 83(1986) POSITION- 39 16 30.     (N) 111 13 22.     (W)   SCALED
 KN0224* NAVD 88 ORTHO HEIGHT -  2007.938 (meters)     6587.71  (feet) ADJUSTED
 KN0224  ______________________________________________________________________
 KN0224  GEOID HEIGHT    -        -16.398 (meters)                     GEOID18
 KN0224  DYNAMIC HEIGHT  -       2005.587 (meters)     6580.00  (feet) COMP
 KN0224  MODELED GRAVITY -    979,386.4   (mgal)                       NAVD 88
 KN0224
 KN0224  VERT ORDER      -  SECOND    CLASS 0
 KN0224
 KN0224.The horizontal coordinates were scaled from a map and have
 KN0224.an estimated accuracy of +/- 6 seconds.
 KN0224
 KN0224.The orthometric height was determined by differential leveling and
 KN0224.adjusted by the NATIONAL GEODETIC SURVEY
 KN0224.in June 1991.
 KN0224
 KN0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0224.GEOID18 height accuracy estimate available here.
 KN0224
 KN0224.Click photographs - Photos may exist for this station.
 KN0224
 KN0224.The dynamic height is computed by dividing the NAVD 88
 KN0224.geopotential number by the normal gravity value computed on the
 KN0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0224.degrees latitude (g = 980.6199 gals.).
 KN0224
 KN0224.The modeled gravity was interpolated from observed gravity values.
 KN0224
 KN0224;                    North         East    Units  Estimated Accuracy
 KN0224;SPC UT C     - 2,104,580.      523,920.      MT  (+/- 180 meters Scaled)
 KN0224
 KN0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ807473(NAD 83)
 KN0224
 KN0224                          SUPERSEDED SURVEY CONTROL
 KN0224
 KN0224  NGVD 29 (??/??/92) 2006.529  (m)         6583.09   (f) ADJ UNCH    2 0
 KN0224
 KN0224.Superseded values are not recommended for survey control.
 KN0224
 KN0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0224.See file dsdata.pdf to determine how the superseded data were derived.
 KN0224
 KN0224_MARKER: DB = BENCH MARK DISK
 KN0224_SETTING: 80 = SET IN A BOULDER
 KN0224_STAMPING: E 41 1934
 KN0224_MARK LOGO: CGS
 KN0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0224+STABILITY: SURFACE MOTION
 KN0224
 KN0224  HISTORY     - Date     Condition        Report By
 KN0224  HISTORY     - 1934     MONUMENTED       CGS
 KN0224  HISTORY     - 1974     MARK NOT FOUND   USGS
 KN0224
 KN0224                          STATION DESCRIPTION
 KN0224
 KN0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0224'10.7 MI W FROM ORANGEVILLE.
 KN0224'ABOUT 10.7 MILES WEST ALONG STATE HIGHWAY 29 FROM THE PUBLIC SCHOOL AT
 KN0224'ORANGEVILLE, EMERY COUNTY, ALONG A RIVER IN A CANYON, IN THE MANTI
 KN0224'NATIONAL FOREST, ABOUT 1 MILE ABOVE THE FIRST COAL MINE FROM THE EAST,
 KN0224'ON THE SOUTH SIDE OF A NARROW ROAD OR NEXT TO THE RIVER, AND IN THE
 KN0224'TOP OF A BOULDER.  A STANDARD DISK, STAMPED E 41 1934.
 KN0224
 KN0224                          STATION RECOVERY (1974)
 KN0224
 KN0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KN0224'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0330 ***********************************************************************
 KN0330  DESIGNATION -  E 42
 KN0330  PID         -  KN0330
 KN0330  STATE/COUNTY-  UT/UTAH
 KN0330  COUNTRY     -  US
 KN0330  USGS QUAD   -  BIRDSEYE (2017)
 KN0330
 KN0330                         *CURRENT SURVEY CONTROL
 KN0330  ______________________________________________________________________
 KN0330* NAD 83(1986) POSITION- 39 53 52.     (N) 111 33 13.     (W)   SCALED
 KN0330* NAVD 88 ORTHO HEIGHT -  1686.618 (meters)     5533.51  (feet) POSTED
 KN0330  ______________________________________________________________________
 KN0330  GEOID HEIGHT    -        -16.720 (meters)                     GEOID18
 KN0330  DYNAMIC HEIGHT  -       1685.00  (meters)     5528.2   (feet) COMP
 KN0330  MODELED GRAVITY -    979,608.6   (mgal)                       NAVD 88
 KN0330
 KN0330  VERT ORDER      -  * POSTED, SEE BELOW
 KN0330
 KN0330.The horizontal coordinates were scaled from a map and have
 KN0330.an estimated accuracy of +/- 6 seconds.
 KN0330
 KN0330.The orthometric height was determined by differential leveling
 KN0330.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KN0330
 KN0330.* This is a POSTED BENCH MARK height.
 KN0330
 KN0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0330.GEOID18 height accuracy estimate available here.
 KN0330
 KN0330.Click photographs - Photos may exist for this station.
 KN0330
 KN0330.The dynamic height is computed by dividing the NAVD 88
 KN0330.geopotential number by the normal gravity value computed on the
 KN0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0330.degrees latitude (g = 980.6199 gals.).
 KN0330
 KN0330.The modeled gravity was interpolated from observed gravity values.
 KN0330
 KN0330;                    North         East    Units  Estimated Accuracy
 KN0330;SPC UT C     - 2,173,680.      495,420.      MT  (+/- 180 meters Scaled)
 KN0330
 KN0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK526165(NAD 83)
 KN0330
 KN0330                          SUPERSEDED SURVEY CONTROL
 KN0330
 KN0330  NGVD 29 (??/??/92) 1685.501  (m)         5529.85   (f) ADJ UNCH    2 0
 KN0330
 KN0330.Superseded values are not recommended for survey control.
 KN0330
 KN0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0330.See file dsdata.pdf to determine how the superseded data were derived.
 KN0330
 KN0330_MARKER: DB = BENCH MARK DISK
 KN0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0330_STAMPING: E 42 1934
 KN0330_MARK LOGO: CGS
 KN0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0330+STABILITY: SURFACE MOTION
 KN0330
 KN0330  HISTORY     - Date     Condition        Report By
 KN0330  HISTORY     - 1934     MONUMENTED       CGS
 KN0330  HISTORY     - 1969     GOOD             CGS
 KN0330  HISTORY     - 1975     GOOD             USGS
 KN0330
 KN0330                          STATION DESCRIPTION
 KN0330
 KN0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0330'7.7 MI S FROM THISTLE.
 KN0330'ABOUT 7.7 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0330'FROM THE STATION AT THISTLE, UTAH COUNTY, ABOUT 17 RAILS NORTH OF
 KN0330'MILEPOST 8, ABOUT 1/4 MILE WEST OF U.S. HIGHWAY 89, AT A SIDING, AT A
 KN0330'ROAD CROSSING, 36 FEET SOUTH OF THE ROAD, 45 FEET WEST OF THE TRACK,
 KN0330'AND IN LINE WITH THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E
 KN0330'42 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KN0330
 KN0330                          STATION RECOVERY (1969)
 KN0330
 KN0330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KN0330'RECOVERED IN GOOD CONDITION.
 KN0330
 KN0330                          STATION RECOVERY (1975)
 KN0330
 KN0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KN0330'7.7 MILES SOUTH, ALONG D AND RGW RR, FROM THE JUNCTION AT THISTLE,
 KN0330'UTAH, 17 RAIL NORTH OF MILE POST 8, AT THE PINES RANCH. BENCHMARK IS
 KN0330'36 FEET SOUTH AND 45 FEET WEST OF CENTER OF ROAD-RAILROAD CROSSING.
 KN0330'STANDARD TABLET SET IN CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0258 ***********************************************************************
 KN0258  DESIGNATION -  E 43
 KN0258  PID         -  KN0258
 KN0258  STATE/COUNTY-  UT/SANPETE
 KN0258  COUNTRY     -  US
 KN0258  USGS QUAD   -  EPHRAIM (2017)
 KN0258
 KN0258                         *CURRENT SURVEY CONTROL
 KN0258  ______________________________________________________________________
 KN0258* NAD 83(1986) POSITION- 39 21 15.     (N) 111 35 31.     (W)   SCALED
 KN0258* NAVD 88 ORTHO HEIGHT -  1684.323 (meters)     5525.98  (feet) ADJUSTED
 KN0258  ______________________________________________________________________
 KN0258  GEOID HEIGHT    -        -17.450 (meters)                     GEOID18
 KN0258  DYNAMIC HEIGHT  -       1682.602 (meters)     5520.34  (feet) COMP
 KN0258  MODELED GRAVITY -    979,546.7   (mgal)                       NAVD 88
 KN0258
 KN0258  VERT ORDER      -  SECOND    CLASS 0
 KN0258
 KN0258.The horizontal coordinates were scaled from a map and have
 KN0258.an estimated accuracy of +/- 6 seconds.
 KN0258
 KN0258.The orthometric height was determined by differential leveling and
 KN0258.adjusted by the NATIONAL GEODETIC SURVEY
 KN0258.in June 1991.
 KN0258
 KN0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0258.GEOID18 height accuracy estimate available here.
 KN0258
 KN0258.Click photographs - Photos may exist for this station.
 KN0258
 KN0258.The dynamic height is computed by dividing the NAVD 88
 KN0258.geopotential number by the normal gravity value computed on the
 KN0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0258.degrees latitude (g = 980.6199 gals.).
 KN0258
 KN0258.The modeled gravity was interpolated from observed gravity values.
 KN0258
 KN0258;                    North         East    Units  Estimated Accuracy
 KN0258;SPC UT C     - 2,113,340.      492,080.      MT  (+/- 180 meters Scaled)
 KN0258
 KN0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ489562(NAD 83)
 KN0258
 KN0258                          SUPERSEDED SURVEY CONTROL
 KN0258
 KN0258  NGVD 29 (??/??/92) 1683.149  (m)         5522.13   (f) ADJ UNCH    2 0
 KN0258
 KN0258.Superseded values are not recommended for survey control.
 KN0258
 KN0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0258.See file dsdata.pdf to determine how the superseded data were derived.
 KN0258
 KN0258_MARKER: DB = BENCH MARK DISK
 KN0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0258_STAMPING: E 43 1934
 KN0258_MARK LOGO: CGS
 KN0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0258+STABILITY: SURFACE MOTION
 KN0258
 KN0258  HISTORY     - Date     Condition        Report By
 KN0258  HISTORY     - 1934     MONUMENTED       CGS
 KN0258
 KN0258                          STATION DESCRIPTION
 KN0258
 KN0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0258'IN EPHRAIM.
 KN0258'AT THE SOUTH EDGE OF EPHRAIM, SANPETE COUNTY, ON THE DENVER AND RIO
 KN0258'GRANDE WESTERN RAILROAD, 39 FEET SOUTH OF THE CENTER LINE OF A ROAD,
 KN0258'36 FEET EAST OF THE TRACK, AND IN A FENCE CORNER.  A STANDARD DISK,
 KN0258'STAMPED E 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0300 ***********************************************************************
 KN0300  DESIGNATION -  E 44
 KN0300  PID         -  KN0300
 KN0300  STATE/COUNTY-  UT/SANPETE
 KN0300  COUNTRY     -  US
 KN0300  USGS QUAD   -  FOUNTAIN GREEN NORTH (2017)
 KN0300
 KN0300                         *CURRENT SURVEY CONTROL
 KN0300  ______________________________________________________________________
 KN0300* NAD 83(1986) POSITION- 39 39 44.92   (N) 111 39 03.58   (W)   HD_HELD1
 KN0300* NAVD 88 ORTHO HEIGHT -  1891.703 (meters)     6206.36  (feet) ADJUSTED
 KN0300  ______________________________________________________________________
 KN0300  GEOID HEIGHT    -        -17.237 (meters)                     GEOID18
 KN0300  DYNAMIC HEIGHT  -       1889.776 (meters)     6200.04  (feet) COMP
 KN0300  MODELED GRAVITY -    979,540.8   (mgal)                       NAVD 88
 KN0300
 KN0300  VERT ORDER      -  SECOND    CLASS 0
 KN0300
 KN0300.The horizontal coordinates were determined by differentially corrected
 KN0300.hand held GPS observations or other comparable positioning techniques
 KN0300.and have an estimated accuracy of +/- 3 meters.
 KN0300
 KN0300.The orthometric height was determined by differential leveling and
 KN0300.adjusted by the NATIONAL GEODETIC SURVEY
 KN0300.in June 1991.
 KN0300
 KN0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0300.GEOID18 height accuracy estimate available here.
 KN0300
 KN0300.Click photographs - Photos may exist for this station.
 KN0300
 KN0300.The dynamic height is computed by dividing the NAVD 88
 KN0300.geopotential number by the normal gravity value computed on the
 KN0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0300.degrees latitude (g = 980.6199 gals.).
 KN0300
 KN0300.The modeled gravity was interpolated from observed gravity values.
 KN0300
 KN0300;                    North         East    Units  Estimated Accuracy
 KN0300;SPC UT C     - 2,147,570.5     487,044.0     MT  (+/- 3 meters HH1 GPS) 
 KN0300
 KN0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ4415890499(NAD 83)
 KN0300
 KN0300                          SUPERSEDED SURVEY CONTROL
 KN0300
 KN0300  NGVD 29 (??/??/92) 1890.430  (m)         6202.19   (f) ADJ UNCH    2 0
 KN0300
 KN0300.Superseded values are not recommended for survey control.
 KN0300
 KN0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0300.See file dsdata.pdf to determine how the superseded data were derived.
 KN0300
 KN0300_MARKER: DB = BENCH MARK DISK
 KN0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0300_STAMPING: E 44 1934
 KN0300_MARK LOGO: CGS
 KN0300_PROJECTION: PROJECTING 20 CENTIMETERS
 KN0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0300+STABILITY: SURFACE MOTION
 KN0300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0300+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2020
 KN0300
 KN0300  HISTORY     - Date     Condition        Report By
 KN0300  HISTORY     - 1934     MONUMENTED       CGS
 KN0300  HISTORY     - 1951     GOOD             USGS
 KN0300  HISTORY     - 20200328 GOOD             INDIV
 KN0300
 KN0300                          STATION DESCRIPTION
 KN0300
 KN0300'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 KN0300'2.7 MI NW FROM FOUNTAIN GREEN.
 KN0300'FOUNTAIN GREEN P.O., 2.7 MI. NW. OF ALONG STATE HWY.11.  70 FT. S. AND
 KN0300'80 FT. W. OF JUNC. OF STATE HWY.11 AND RD. TO SW.  45 FT. E. OF
 KN0300'ABANDONED RAILROAD.  IN CONC. POST-- STANDARD U.S.C AND G.S. TABLET
 KN0300'STAMPED E 44 1934.
 KN0300
 KN0300                          STATION RECOVERY (2020)
 KN0300
 KN0300'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 KN0300'TO REACH THE BENCH MARK FROM THE JUNCTION OF FOUNTAIN GREEN CENTER
 KN0300'STREET AND UT132, HEAD NORTH ON UT132 FOR 1.1 MI.  TURN RIGHT ONTO
 KN0300'WATER HOLLOW LOOP ROAD AND CONTINUE 1.4 MI (2.3 KM) TO A SMALL DITCH
 KN0300'CROSSING ON THE WEST OF THE ROAD.  DISK IS ABOUT 20 FT (6.1 M)
 KN0300'SOUTHWEST OF THE SOUTHERN END OF THE CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0061 ***********************************************************************
 JO0061  DESIGNATION -  E 46
 JO0061  PID         -  JO0061
 JO0061  STATE/COUNTY-  UT/MILLARD
 JO0061  COUNTRY     -  US
 JO0061  USGS QUAD   -  FILLMORE (2017)
 JO0061
 JO0061                         *CURRENT SURVEY CONTROL
 JO0061  ______________________________________________________________________
 JO0061* NAD 83(1986) POSITION- 38 58 11.3    (N) 112 19 24.7    (W)   HD_HELD2
 JO0061* NAVD 88 ORTHO HEIGHT -  1562.693 (meters)     5126.94  (feet) ADJUSTED
 JO0061  ______________________________________________________________________
 JO0061  GEOID HEIGHT    -        -18.737 (meters)                     GEOID18
 JO0061  DYNAMIC HEIGHT  -       1561.168 (meters)     5121.93  (feet) COMP
 JO0061  MODELED GRAVITY -    979,597.0   (mgal)                       NAVD 88
 JO0061
 JO0061  VERT ORDER      -  SECOND    CLASS 0
 JO0061
 JO0061.The horizontal coordinates were established by autonomous hand held GPS
 JO0061.observations and have an estimated accuracy of +/- 10 meters.
 JO0061
 JO0061.The orthometric height was determined by differential leveling and
 JO0061.adjusted by the NATIONAL GEODETIC SURVEY
 JO0061.in June 1991.
 JO0061
 JO0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0061.GEOID18 height accuracy estimate available here.
 JO0061
 JO0061.Click photographs - Photos may exist for this station.
 JO0061
 JO0061.The dynamic height is computed by dividing the NAVD 88
 JO0061.geopotential number by the normal gravity value computed on the
 JO0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0061.degrees latitude (g = 980.6199 gals.).
 JO0061
 JO0061.The modeled gravity was interpolated from observed gravity values.
 JO0061
 JO0061;                    North         East    Units  Estimated Accuracy
 JO0061;SPC UT C     - 2,070,991.      428,631.      MT  (+/- 10 meters HH2 GPS)
 JO0061
 JO0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ8534214258(NAD 83)
 JO0061
 JO0061                          SUPERSEDED SURVEY CONTROL
 JO0061
 JO0061  NGVD 29 (??/??/92) 1561.579  (m)         5123.28   (f) ADJ UNCH    2 0
 JO0061
 JO0061.Superseded values are not recommended for survey control.
 JO0061
 JO0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0061.See file dsdata.pdf to determine how the superseded data were derived.
 JO0061
 JO0061_MARKER: DB = BENCH MARK DISK
 JO0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JO0061_SP_SET: BUILDING
 JO0061_STAMPING: E 46 1934
 JO0061_MARK LOGO: CGS
 JO0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0061
 JO0061  HISTORY     - Date     Condition        Report By
 JO0061  HISTORY     - 1934     MONUMENTED       CGS
 JO0061
 JO0061                          STATION DESCRIPTION
 JO0061
 JO0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0061'IN FILLMORE.
 JO0061'AT FILLMORE, MILLARD COUNTY, AT AN AUTO CAMP ACROSS THE STREET FROM
 JO0061'THE CHEVROLET GARAGE, AT THE NORTHWEST CORNER OF A BUILDING, IN THE
 JO0061'FACE OF THE WEST WALL, AND ABOUT 1 FOOT ABOVE THE FLOOR.  A STANDARD
 JO0061'DISK, STAMPED E 46 1934 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0144 ***********************************************************************
 JO0144  DESIGNATION -  E 47
 JO0144  PID         -  JO0144
 JO0144  STATE/COUNTY-  UT/PIUTE
 JO0144  COUNTRY     -  US
 JO0144  USGS QUAD   -  PHONOLITE HILL (2017)
 JO0144
 JO0144                         *CURRENT SURVEY CONTROL
 JO0144  ______________________________________________________________________
 JO0144* NAD 83(1986) POSITION- 38 11 06.     (N) 112 00 50.     (W)   SCALED
 JO0144* NAVD 88 ORTHO HEIGHT -  1966.427 (meters)     6451.52  (feet) ADJUSTED
 JO0144  ______________________________________________________________________
 JO0144  GEOID HEIGHT    -        -18.709 (meters)                     GEOID18
 JO0144  DYNAMIC HEIGHT  -       1964.130 (meters)     6443.98  (feet) COMP
 JO0144  MODELED GRAVITY -    979,391.1   (mgal)                       NAVD 88
 JO0144
 JO0144  VERT ORDER      -  SECOND    CLASS 0
 JO0144
 JO0144.The horizontal coordinates were scaled from a map and have
 JO0144.an estimated accuracy of +/- 6 seconds.
 JO0144
 JO0144.The orthometric height was determined by differential leveling and
 JO0144.adjusted by the NATIONAL GEODETIC SURVEY
 JO0144.in June 1991.
 JO0144
 JO0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0144.GEOID18 height accuracy estimate available here.
 JO0144
 JO0144.Click photographs - Photos may exist for this station.
 JO0144
 JO0144.The dynamic height is computed by dividing the NAVD 88
 JO0144.geopotential number by the normal gravity value computed on the
 JO0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0144.degrees latitude (g = 980.6199 gals.).
 JO0144
 JO0144.The modeled gravity was interpolated from observed gravity values.
 JO0144
 JO0144;                    North         East    Units  Estimated Accuracy
 JO0144;SPC UT S     - 3,168,640.      454,980.      MT  (+/- 180 meters Scaled)
 JO0144
 JO0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH112268(NAD 83)
 JO0144
 JO0144                          SUPERSEDED SURVEY CONTROL
 JO0144
 JO0144  NGVD 29 (??/??/92) 1965.161  (m)         6447.37   (f) ADJ UNCH    2 0
 JO0144
 JO0144.Superseded values are not recommended for survey control.
 JO0144
 JO0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0144.See file dsdata.pdf to determine how the superseded data were derived.
 JO0144
 JO0144_MARKER: DB = BENCH MARK DISK
 JO0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0144_STAMPING: E 47 1934
 JO0144_MARK LOGO: CGS
 JO0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0144+STABILITY: SURFACE MOTION
 JO0144
 JO0144  HISTORY     - Date     Condition        Report By
 JO0144  HISTORY     - 1934     MONUMENTED       CGS
 JO0144  HISTORY     - 1969     GOOD             USGS
 JO0144
 JO0144                          STATION DESCRIPTION
 JO0144
 JO0144'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 JO0144'6.1 MI N FROM ANTIMONY.
 JO0144'IN PIUTE COUNTY, ABOUT 0.6 MILES NORTH ALONG STATE HIGHWAY 62 FROM THE
 JO0144'JUNCTION OF STATE HIGHWAYS 22 AND 62 TO A Y ROAD FORK, TAKE RIGHT FORK
 JO0144'AND FOLLOW THE OLD ROAD 1.1 MILES, ABOUT 45 FEET WEST OF CENTERLINE OF
 JO0144'ROAD AND 455 FEET SOUTH OF A ROAD FORK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0141 ***********************************************************************
 JO0141  DESIGNATION -  E 48
 JO0141  PID         -  JO0141
 JO0141  STATE/COUNTY-  UT/PIUTE
 JO0141  COUNTRY     -  US
 JO0141  USGS QUAD   -  PHONOLITE HILL (2017)
 JO0141
 JO0141                         *CURRENT SURVEY CONTROL
 JO0141  ______________________________________________________________________
 JO0141* NAD 83(1986) POSITION- 38 11 37.24   (N) 112 06 48.83   (W)   HD_HELD1
 JO0141* NAVD 88 ORTHO HEIGHT -  1922.621 (meters)     6307.80  (feet) ADJUSTED
 JO0141  ______________________________________________________________________
 JO0141  GEOID HEIGHT    -        -18.984 (meters)                     GEOID18
 JO0141  DYNAMIC HEIGHT  -       1920.395 (meters)     6300.50  (feet) COMP
 JO0141  MODELED GRAVITY -    979,402.9   (mgal)                       NAVD 88
 JO0141
 JO0141  VERT ORDER      -  SECOND    CLASS 0
 JO0141
 JO0141.The horizontal coordinates were determined by differentially corrected
 JO0141.hand held GPS observations or other comparable positioning techniques
 JO0141.and have an estimated accuracy of +/- 3 meters.
 JO0141
 JO0141.The orthometric height was determined by differential leveling and
 JO0141.adjusted by the NATIONAL GEODETIC SURVEY
 JO0141.in June 1991.
 JO0141
 JO0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0141.GEOID18 height accuracy estimate available here.
 JO0141
 JO0141.Click photographs - Photos may exist for this station.
 JO0141
 JO0141.The dynamic height is computed by dividing the NAVD 88
 JO0141.geopotential number by the normal gravity value computed on the
 JO0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0141.degrees latitude (g = 980.6199 gals.).
 JO0141
 JO0141.The modeled gravity was interpolated from observed gravity values.
 JO0141
 JO0141;                    North         East    Units  Estimated Accuracy
 JO0141;SPC UT S     - 3,169,652.7     446,252.8     MT  (+/- 3 meters HH1 GPS) 
 JO0141
 JO0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH0248827890(NAD 83)
 JO0141
 JO0141                          SUPERSEDED SURVEY CONTROL
 JO0141
 JO0141  NGVD 29 (??/??/92) 1921.370  (m)         6303.69   (f) ADJ UNCH    2 0
 JO0141
 JO0141.Superseded values are not recommended for survey control.
 JO0141
 JO0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0141.See file dsdata.pdf to determine how the superseded data were derived.
 JO0141
 JO0141_MARKER: DB = BENCH MARK DISK
 JO0141_SETTING: 66 = SET IN ROCK OUTCROP
 JO0141_STAMPING: E 48 1934
 JO0141_MARK LOGO: CGS
 JO0141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0141+STABILITY: POSITION/ELEVATION WELL
 JO0141
 JO0141  HISTORY     - Date     Condition        Report By
 JO0141  HISTORY     - 1934     MONUMENTED       CGS
 JO0141  HISTORY     - 1966     GOOD             USGS
 JO0141  HISTORY     - 1973     GOOD             USGS
 JO0141
 JO0141                          STATION DESCRIPTION
 JO0141
 JO0141'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 JO0141'6.7 MI E FROM JUNCTION.
 JO0141'6.7 MILES EAST ALONG STATE HIGHWAY 22 FROM THE JUNCTION WITH U.S.
 JO0141'HIGHWY 89, 5.8 MILES WEST OF THE JUNCTION WITH HIGHWAY 62, ON THE
 JO0141'SUMMIT OF A SMALL HILL, ON A POINT ABOVE THE SEVIER RIVER, 215 FEET
 JO0141'SOUTH OF THE HIGHWAY IN THE TOP OF A SMALL ROCK ABOUT LEVEL WITH THE
 JO0141'HIGHWAY.  A STANDARD DISK STAMPED E 48 1934.
 JO0141
 JO0141                          STATION RECOVERY (1973)
 JO0141
 JO0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JO0141'KINGSTON, 4.9 MILES EAST OF, ALONG UTAH STATE HIGHWAY 62, ON THE
 JO0141'SUMMIT OF A SMALL HILL, 193 FEET SOUTH OF THE CENTERLINE OF THE
 JO0141'HIGHWAY, IN THE TOP OF A SMALL ROCK ABOUT LEVEL WITH THE HIGHWAY. A
 JO0141'STANDARD DISK STAMPED E48 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0203 ***********************************************************************
 JO0203  DESIGNATION -  E 5
 JO0203  PID         -  JO0203
 JO0203  STATE/COUNTY-  UT/BEAVER
 JO0203  COUNTRY     -  US
 JO0203  USGS QUAD   -  READ (2017)
 JO0203
 JO0203                         *CURRENT SURVEY CONTROL
 JO0203  ______________________________________________________________________
 JO0203* NAD 83(1986) POSITION- 38 30 33.     (N) 112 59 04.     (W)   SCALED
 JO0203* NAVD 88 ORTHO HEIGHT -  1507.070 (meters)     4944.45  (feet) ADJUSTED
 JO0203  ______________________________________________________________________
 JO0203  GEOID HEIGHT    -        -20.822 (meters)                     GEOID18
 JO0203  DYNAMIC HEIGHT  -       1505.501 (meters)     4939.30  (feet) COMP
 JO0203  MODELED GRAVITY -    979,535.1   (mgal)                       NAVD 88
 JO0203
 JO0203  VERT ORDER      -  FIRST     CLASS I
 JO0203
 JO0203.The horizontal coordinates were scaled from a map and have
 JO0203.an estimated accuracy of +/- 6 seconds.
 JO0203
 JO0203.The orthometric height was determined by differential leveling and
 JO0203.adjusted by the NATIONAL GEODETIC SURVEY
 JO0203.in June 1991.
 JO0203
 JO0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0203.GEOID18 height accuracy estimate available here.
 JO0203
 JO0203.Click photographs - Photos may exist for this station.
 JO0203
 JO0203.The dynamic height is computed by dividing the NAVD 88
 JO0203.geopotential number by the normal gravity value computed on the
 JO0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0203.degrees latitude (g = 980.6199 gals.).
 JO0203
 JO0203.The modeled gravity was interpolated from observed gravity values.
 JO0203
 JO0203;                    North         East    Units  Estimated Accuracy
 JO0203;SPC UT S     - 3,205,520.      370,530.      MT  (+/- 180 meters Scaled)
 JO0203
 JO0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH269641(NAD 83)
 JO0203
 JO0203                          SUPERSEDED SURVEY CONTROL
 JO0203
 JO0203  NGVD 29 (??/??/92) 1506.002  (m)         4940.94   (f) ADJ UNCH    1 1
 JO0203
 JO0203.Superseded values are not recommended for survey control.
 JO0203
 JO0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0203.See file dsdata.pdf to determine how the superseded data were derived.
 JO0203
 JO0203_MARKER: Q = CHISELED SQUARE
 JO0203_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JO0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0203
 JO0203  HISTORY     - Date     Condition        Report By
 JO0203  HISTORY     - 1908     MONUMENTED       CGS
 JO0203  HISTORY     - 1970     GOOD             NGS
 JO0203
 JO0203                          STATION DESCRIPTION
 JO0203
 JO0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0203'8.3 MI N FROM MILFORD.
 JO0203'8.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JO0203'MILFORD, AT MURDOCK SIDING, 4-3/4 POLES NORTH OF THE MURDOCK SIDING
 JO0203'SIGN, 2-3/4 POLES NORTH AND ACROSS THE TRACK FROM MILEPOLE 585, 83.6
 JO0203'FEET EAST OF THE EAST RAIL, 13.5 FEET WEST OF A FENCE, 43 1/2 FEET
 JO0203'SOUTH-SOUTHWEST OF A TELEPHONE POLE, 1.7 FEET NORTH OF A WITNESS POST,
 JO0203'ABOUT LEVEL WITH THE TRACK, THE BOTTOM OF A SQUARE HOLE IN THE TOP OF
 JO0203'A STONE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0084 ***********************************************************************
 KN0084  DESIGNATION -  E 51
 KN0084  PID         -  KN0084
 KN0084  STATE/COUNTY-  UT/CARBON
 KN0084  COUNTRY     -  US
 KN0084  USGS QUAD   -  ELMO (2017)
 KN0084
 KN0084                         *CURRENT SURVEY CONTROL
 KN0084  ______________________________________________________________________
 KN0084* NAD 83(1986) POSITION- 39 28 10.     (N) 110 51 23.     (W)   SCALED
 KN0084* NAVD 88 ORTHO HEIGHT -  1779.823 (meters)     5839.30  (feet) ADJUSTED
 KN0084  ______________________________________________________________________
 KN0084  GEOID HEIGHT    -        -17.065 (meters)                     GEOID18
 KN0084  DYNAMIC HEIGHT  -       1778.069 (meters)     5833.55  (feet) COMP
 KN0084  MODELED GRAVITY -    979,578.4   (mgal)                       NAVD 88
 KN0084
 KN0084  VERT ORDER      -  SECOND    CLASS 0
 KN0084
 KN0084.The horizontal coordinates were scaled from a map and have
 KN0084.an estimated accuracy of +/- 6 seconds.
 KN0084
 KN0084.The orthometric height was determined by differential leveling and
 KN0084.adjusted by the NATIONAL GEODETIC SURVEY
 KN0084.in June 1991.
 KN0084
 KN0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0084.GEOID18 height accuracy estimate available here.
 KN0084
 KN0084.Click photographs - Photos may exist for this station.
 KN0084
 KN0084.The dynamic height is computed by dividing the NAVD 88
 KN0084.geopotential number by the normal gravity value computed on the
 KN0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0084.degrees latitude (g = 980.6199 gals.).
 KN0084
 KN0084.The modeled gravity was interpolated from observed gravity values.
 KN0084
 KN0084;                    North         East    Units  Estimated Accuracy
 KN0084;SPC UT C     - 2,126,330.      555,380.      MT  (+/- 180 meters Scaled)
 KN0084
 KN0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ123688(NAD 83)
 KN0084
 KN0084                          SUPERSEDED SURVEY CONTROL
 KN0084
 KN0084  NGVD 29 (??/??/92) 1778.75   (m)         5835.8    (f) COMPUTED    2 0
 KN0084
 KN0084.Superseded values are not recommended for survey control.
 KN0084
 KN0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0084.See file dsdata.pdf to determine how the superseded data were derived.
 KN0084
 KN0084_MARKER: DB = BENCH MARK DISK
 KN0084_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0084_SP_SET: CULVERT HEADWALL
 KN0084_STAMPING: E 51 1934
 KN0084_MARK LOGO: CGS
 KN0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0084+STABILITY: SURFACE MOTION
 KN0084
 KN0084  HISTORY     - Date     Condition        Report By
 KN0084  HISTORY     - 1934     MONUMENTED       CGS
 KN0084  HISTORY     - 1969     MARK NOT FOUND   USGS
 KN0084
 KN0084                          STATION DESCRIPTION
 KN0084
 KN0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0084'9.5 MI SW FROM PRICE.
 KN0084'AT THE EMERY-CARBON COUNTY LINE, ABOUT 9.5 MILES SOUTHWEST ALONG STATE
 KN0084'HIGHWAY 10 FROM THE POST OFFICE AT PRICE, CARBON COUNTY, AND IN THE
 KN0084'HEAD WALL OF A CULVERT EAST OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 KN0084'E 51 1934.
 KN0084
 KN0084                          STATION RECOVERY (1969)
 KN0084
 KN0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KN0084'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0013 ***********************************************************************
 KN0013  DESIGNATION -  E 52
 KN0013  PID         -  KN0013
 KN0013  STATE/COUNTY-  UT/CARBON
 KN0013  COUNTRY     -  US
 KN0013  USGS QUAD   -  WOOD CANYON (2017)
 KN0013
 KN0013                         *CURRENT SURVEY CONTROL
 KN0013  ______________________________________________________________________
 KN0013* NAD 83(1986) POSITION- 39 48 02.     (N) 110 23 05.     (W)   SCALED
 KN0013* NAVD 88 ORTHO HEIGHT -  1897.176 (meters)     6224.32  (feet) ADJUSTED
 KN0013  ______________________________________________________________________
 KN0013  GEOID HEIGHT    -        -16.770 (meters)                     GEOID18
 KN0013  DYNAMIC HEIGHT  -       1895.244 (meters)     6217.98  (feet) COMP
 KN0013  MODELED GRAVITY -    979,541.0   (mgal)                       NAVD 88
 KN0013
 KN0013  VERT ORDER      -  SECOND    CLASS 0
 KN0013
 KN0013.The horizontal coordinates were scaled from a map and have
 KN0013.an estimated accuracy of +/- 6 seconds.
 KN0013
 KN0013.The orthometric height was determined by differential leveling and
 KN0013.adjusted by the NATIONAL GEODETIC SURVEY
 KN0013.in June 1991.
 KN0013
 KN0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0013.GEOID18 height accuracy estimate available here.
 KN0013
 KN0013.Click photographs - Photos may exist for this station.
 KN0013
 KN0013.The dynamic height is computed by dividing the NAVD 88
 KN0013.geopotential number by the normal gravity value computed on the
 KN0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0013.degrees latitude (g = 980.6199 gals.).
 KN0013
 KN0013.The modeled gravity was interpolated from observed gravity values.
 KN0013
 KN0013;                    North         East    Units  Estimated Accuracy
 KN0013;SPC UT C     - 2,163,480.      595,500.      MT  (+/- 180 meters Scaled)
 KN0013
 KN0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK526058(NAD 83)
 KN0013
 KN0013                          SUPERSEDED SURVEY CONTROL
 KN0013
 KN0013  NGVD 29 (??/??/92) 1895.921  (m)         6220.20   (f) ADJ UNCH    2 0
 KN0013
 KN0013.Superseded values are not recommended for survey control.
 KN0013
 KN0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0013.See file dsdata.pdf to determine how the superseded data were derived.
 KN0013
 KN0013_MARKER: DB = BENCH MARK DISK
 KN0013_SETTING: 80 = SET IN A BOULDER
 KN0013_STAMPING: E 52 1934
 KN0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0013+STABILITY: SURFACE MOTION
 KN0013
 KN0013  HISTORY     - Date     Condition        Report By
 KN0013  HISTORY     - 1934     MONUMENTED       CGS
 KN0013
 KN0013                          STATION DESCRIPTION
 KN0013
 KN0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0013'3.9 MI E FROM WELLINGTON.
 KN0013'ABOUT 3.9 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE DENVER AND RIO
 KN0013'GRANDE WESTERN RAILROAD STATION AT WELLINGTON, CARBON COUNTY, THENCE
 KN0013'ABOUT 26.9 MILES NORTHEAST ALONG STATE HIGHWAY 53.  ABOUT 16.1 MILES
 KN0013'NORTH OF THE NINE MILE COAL MINE, 50 FEET NORTHWEST OF A 14-FOOT HIGH
 KN0013'SANDSTONE BOULDER SOUTH OF THE HIGHWAY, NEAR THE MOUTH OF A SMALL
 KN0013'CANYON, 10 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND IN THE
 KN0013'TOP OF A SANDSTONE BOULDER.  A STANDARD DISK, STAMPED E 52 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0063 ***********************************************************************
 LO0063  DESIGNATION -  E 53
 LO0063  PID         -  LO0063
 LO0063  STATE/COUNTY-  UT/DUCHESNE
 LO0063  COUNTRY     -  US
 LO0063  USGS QUAD   -  RABBIT GULCH (2017)
 LO0063
 LO0063                         *CURRENT SURVEY CONTROL
 LO0063  ______________________________________________________________________
 LO0063* NAD 83(1986) POSITION- 40 10 51.     (N) 110 30 30.     (W)   SCALED
 LO0063* NAVD 88 ORTHO HEIGHT -  1788.455 (meters)     5867.62  (feet) ADJUSTED
 LO0063  ______________________________________________________________________
 LO0063  GEOID HEIGHT    -        -16.906 (meters)                     GEOID18
 LO0063  DYNAMIC HEIGHT  -       1786.694 (meters)     5861.85  (feet) COMP
 LO0063  MODELED GRAVITY -    979,578.3   (mgal)                       NAVD 88
 LO0063
 LO0063  VERT ORDER      -  SECOND    CLASS 0
 LO0063
 LO0063.The horizontal coordinates were scaled from a map and have
 LO0063.an estimated accuracy of +/- 6 seconds.
 LO0063
 LO0063.The orthometric height was determined by differential leveling and
 LO0063.adjusted by the NATIONAL GEODETIC SURVEY
 LO0063.in June 1991.
 LO0063
 LO0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0063.GEOID18 height accuracy estimate available here.
 LO0063
 LO0063.Click photographs - Photos may exist for this station.
 LO0063
 LO0063.The dynamic height is computed by dividing the NAVD 88
 LO0063.geopotential number by the normal gravity value computed on the
 LO0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0063.degrees latitude (g = 980.6199 gals.).
 LO0063
 LO0063.The modeled gravity was interpolated from observed gravity values.
 LO0063
 LO0063;                    North         East    Units  Estimated Accuracy
 LO0063;SPC UT C     - 2,205,580.      584,450.      MT  (+/- 180 meters Scaled)
 LO0063
 LO0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK418479(NAD 83)
 LO0063
 LO0063                          SUPERSEDED SURVEY CONTROL
 LO0063
 LO0063  NGVD 29 (??/??/92) 1787.133  (m)         5863.29   (f) ADJ UNCH    2 0
 LO0063
 LO0063.Superseded values are not recommended for survey control.
 LO0063
 LO0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0063.See file dsdata.pdf to determine how the superseded data were derived.
 LO0063
 LO0063_MARKER: DB = BENCH MARK DISK
 LO0063_SETTING: 80 = SET IN A BOULDER
 LO0063_STAMPING: E 53 1934
 LO0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0063+STABILITY: SURFACE MOTION
 LO0063
 LO0063  HISTORY     - Date     Condition        Report By
 LO0063  HISTORY     - 1934     MONUMENTED       CGS
 LO0063  HISTORY     - 1959     GOOD             USGS
 LO0063
 LO0063                          STATION DESCRIPTION
 LO0063
 LO0063'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO0063'6 MI W FROM DUCHESNE.
 LO0063'6.0 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT DUCHESNE,
 LO0063'UTAH, DUCHESNE COUNTY, 29 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 LO0063'88-1/2 FEET WEST OF THE WEST END OF A GUARD RAIL, OPPOSITE OF WEST END
 LO0063'OF A SMALL RIDGE, IN A SAND STONE BOULDER AT THE EDGE OF A ROCK CLIFF,
 LO0063'AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E
 LO0063'53 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0436 ***********************************************************************
 LO0436  DESIGNATION -  E 54
 LO0436  PID         -  LO0436
 LO0436  STATE/COUNTY-  UT/UTAH
 LO0436  COUNTRY     -  US
 LO0436  USGS QUAD   -  TWO TOM HILL (2017)
 LO0436
 LO0436                         *CURRENT SURVEY CONTROL
 LO0436  ______________________________________________________________________
 LO0436* NAD 83(1986) POSITION- 40 10 05.     (N) 111 15 23.     (W)   SCALED
 LO0436* NAVD 88 ORTHO HEIGHT -  2276.536 (meters)     7468.94  (feet) ADJUSTED
 LO0436  ______________________________________________________________________
 LO0436  GEOID HEIGHT    -        -15.814 (meters)                     GEOID18
 LO0436  DYNAMIC HEIGHT  -       2274.185 (meters)     7461.22  (feet) COMP
 LO0436  MODELED GRAVITY -    979,510.8   (mgal)                       NAVD 88
 LO0436
 LO0436  VERT ORDER      -  SECOND    CLASS 0
 LO0436
 LO0436.The horizontal coordinates were scaled from a map and have
 LO0436.an estimated accuracy of +/- 6 seconds.
 LO0436
 LO0436.The orthometric height was determined by differential leveling and
 LO0436.adjusted by the NATIONAL GEODETIC SURVEY
 LO0436.in June 1991.
 LO0436
 LO0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0436.GEOID18 height accuracy estimate available here.
 LO0436
 LO0436.Click photographs - Photos may exist for this station.
 LO0436
 LO0436.The dynamic height is computed by dividing the NAVD 88
 LO0436.geopotential number by the normal gravity value computed on the
 LO0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0436.degrees latitude (g = 980.6199 gals.).
 LO0436
 LO0436.The modeled gravity was interpolated from observed gravity values.
 LO0436
 LO0436;                    North         East    Units  Estimated Accuracy
 LO0436;SPC UT C     - 2,203,720.      520,750.      MT  (+/- 180 meters Scaled)
 LO0436
 LO0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK781464(NAD 83)
 LO0436
 LO0436                          SUPERSEDED SURVEY CONTROL
 LO0436
 LO0436  NGVD 29 (??/??/92) 2275.224  (m)         7464.63   (f) ADJ UNCH    2 0
 LO0436
 LO0436.Superseded values are not recommended for survey control.
 LO0436
 LO0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0436.See file dsdata.pdf to determine how the superseded data were derived.
 LO0436
 LO0436_MARKER: DB = BENCH MARK DISK
 LO0436_SETTING: 66 = SET IN ROCK OUTCROP
 LO0436_STAMPING: E 54 1934
 LO0436_MARK LOGO: CGS
 LO0436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0436+STABILITY: POSITION/ELEVATION WELL
 LO0436
 LO0436  HISTORY     - Date     Condition        Report By
 LO0436  HISTORY     - 1934     MONUMENTED       CGS
 LO0436  HISTORY     - 1964     MARK NOT FOUND   CGS
 LO0436
 LO0436                          STATION DESCRIPTION
 LO0436
 LO0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0436'22.8 MI W FROM FRUITLAND.
 LO0436'IN UTAH COUNTY, 22.8 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0436'OFFICE AT FRUITLAND, DUCHESNE COUNTY, THENCE 12.6 MILES SOUTHWEST
 LO0436'ALONG THE ROAD LEADING TO THISTLE.  AT A SWITCH-BACK CURVE, WEST OF
 LO0436'THE ROAD, IN A ROCK LEDGE, AND 2 FEET HIGHER THAN THE ROAD.  A
 LO0436'STANDARD DISK, STAMPED E 54 1934.
 LO0436
 LO0436                          STATION RECOVERY (1964)
 LO0436
 LO0436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LO0436'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0318 ***********************************************************************
 KN0318  DESIGNATION -  E 55
 KN0318  PID         -  KN0318
 KN0318  STATE/COUNTY-  UT/UTAH
 KN0318  COUNTRY     -  US
 KN0318  USGS QUAD   -  SANTAQUIN (2017)
 KN0318
 KN0318                         *CURRENT SURVEY CONTROL
 KN0318  ______________________________________________________________________
 KN0318* NAD 83(1986) POSITION- 39 58 56.     (N) 111 48 10.     (W)   SCALED
 KN0318* NAVD 88 ORTHO HEIGHT -  1485.970 (meters)     4875.22  (feet) ADJUSTED
 KN0318  ______________________________________________________________________
 KN0318  GEOID HEIGHT    -        -17.407 (meters)                     GEOID18
 KN0318  DYNAMIC HEIGHT  -       1484.650 (meters)     4870.89  (feet) COMP
 KN0318  MODELED GRAVITY -    979,686.1   (mgal)                       NAVD 88
 KN0318
 KN0318  VERT ORDER      -  SECOND    CLASS 0
 KN0318
 KN0318.The horizontal coordinates were scaled from a map and have
 KN0318.an estimated accuracy of +/- 6 seconds.
 KN0318
 KN0318.The orthometric height was determined by differential leveling and
 KN0318.adjusted by the NATIONAL GEODETIC SURVEY
 KN0318.in June 1991.
 KN0318
 KN0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0318.GEOID18 height accuracy estimate available here.
 KN0318
 KN0318.Click photographs - Photos may exist for this station.
 KN0318
 KN0318.The dynamic height is computed by dividing the NAVD 88
 KN0318.geopotential number by the normal gravity value computed on the
 KN0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0318.degrees latitude (g = 980.6199 gals.).
 KN0318
 KN0318.The modeled gravity was interpolated from observed gravity values.
 KN0318
 KN0318;                    North         East    Units  Estimated Accuracy
 KN0318;SPC UT C     - 2,183,100.      474,140.      MT  (+/- 180 meters Scaled)
 KN0318
 KN0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK314260(NAD 83)
 KN0318
 KN0318                          SUPERSEDED SURVEY CONTROL
 KN0318
 KN0318  NGVD 29 (??/??/92) 1484.898  (m)         4871.70   (f) ADJ UNCH    2 0
 KN0318
 KN0318.Superseded values are not recommended for survey control.
 KN0318
 KN0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0318.See file dsdata.pdf to determine how the superseded data were derived.
 KN0318
 KN0318_MARKER: DB = BENCH MARK DISK
 KN0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0318_STAMPING: E 55 1934
 KN0318_MARK LOGO: CGS
 KN0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0318+STABILITY: SURFACE MOTION
 KN0318
 KN0318  HISTORY     - Date     Condition        Report By
 KN0318  HISTORY     - 1934     MONUMENTED       CGS
 KN0318
 KN0318                          STATION DESCRIPTION
 KN0318
 KN0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0318'IN SANTAQUIN.
 KN0318'AT SANTAQUIN, UTAH COUNTY, ABOUT 6 RAILS NORTHEAST OF THE NORTHEAST
 KN0318'END OF THE LOS ANGELES AND SALT LAKE RAILROAD STATION, 60 FEET
 KN0318'SOUTHEAST OF THE CENTER LINE OF THE MAIN TRACK, AND IN LINE WITH A ROW
 KN0318'OF POLES.  A STANDARD DISK, STAMPED E 55 1934 AND SET IN THE TOP OF A
 KN0318'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0084 ***********************************************************************
 KO0084  DESIGNATION -  E 56
 KO0084  PID         -  KO0084
 KO0084  STATE/COUNTY-  UT/UTAH
 KO0084  COUNTRY     -  US
 KO0084  USGS QUAD   -  EUREKA (2017)
 KO0084
 KO0084                         *CURRENT SURVEY CONTROL
 KO0084  ______________________________________________________________________
 KO0084* NAD 83(1986) POSITION- 39 59 30.36   (N) 112 01 54.15   (W)   HD_HELD1
 KO0084* NAVD 88 ORTHO HEIGHT -  1670.305 (meters)     5479.99  (feet) ADJUSTED
 KO0084  ______________________________________________________________________
 KO0084  GEOID HEIGHT    -        -17.607 (meters)                     GEOID18
 KO0084  DYNAMIC HEIGHT  -       1668.782 (meters)     5475.00  (feet) COMP
 KO0084  MODELED GRAVITY -    979,655.3   (mgal)                       NAVD 88
 KO0084
 KO0084  VERT ORDER      -  SECOND    CLASS 0
 KO0084
 KO0084.The horizontal coordinates were determined by differentially corrected
 KO0084.hand held GPS observations or other comparable positioning techniques
 KO0084.and have an estimated accuracy of +/- 3 meters.
 KO0084
 KO0084.The orthometric height was determined by differential leveling and
 KO0084.adjusted by the NATIONAL GEODETIC SURVEY
 KO0084.in June 1991.
 KO0084
 KO0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0084.GEOID18 height accuracy estimate available here.
 KO0084
 KO0084.Click photographs - Photos may exist for this station.
 KO0084
 KO0084.The dynamic height is computed by dividing the NAVD 88
 KO0084.geopotential number by the normal gravity value computed on the
 KO0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0084.degrees latitude (g = 980.6199 gals.).
 KO0084
 KO0084.The modeled gravity was interpolated from observed gravity values.
 KO0084
 KO0084;                    North         East    Units  Estimated Accuracy
 KO0084;SPC UT C     - 2,184,252.2     454,594.6     MT  (+/- 3 meters HH1 GPS) 
 KO0084
 KO0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK1192227353(NAD 83)
 KO0084
 KO0084                          SUPERSEDED SURVEY CONTROL
 KO0084
 KO0084  NGVD 29 (??/??/92) 1669.178  (m)         5476.29   (f) ADJ UNCH    2 0
 KO0084
 KO0084.Superseded values are not recommended for survey control.
 KO0084
 KO0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0084.See file dsdata.pdf to determine how the superseded data were derived.
 KO0084
 KO0084_MARKER: DB = BENCH MARK DISK
 KO0084_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KO0084+WITH SETTING: PAVEMENT
 KO0084_SP_SET: WATER TOWER BASE
 KO0084_STAMPING: E 56 1934
 KO0084_MARK LOGO: CGS
 KO0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0084+STABILITY: SURFACE MOTION
 KO0084
 KO0084  HISTORY     - Date     Condition        Report By
 KO0084  HISTORY     - 1934     MONUMENTED       CGS
 KO0084
 KO0084                          STATION DESCRIPTION
 KO0084
 KO0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0084'7.9 MI E FROM EUREKA.
 KO0084'IN UTAH COUNTY, ABOUT 7.9 MILES EAST ALONG THE DENVER AND RIO GRANDE
 KO0084'WESTERN RAILROAD FROM THE POST OFFICE AT EUREKA, JUAB COUNTY, AT THE
 KO0084'SIDING AT LAGUNA, AT THE WATER TOWER, AND IN THE TOP OF THE NORTHEAST
 KO0084'CORNER OF THE CONCRETE BASE.  A STANDARD DISK, STAMPED E 56 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0127 ***********************************************************************
 HO0127  DESIGNATION -  E 57
 HO0127  PID         -  HO0127
 HO0127  STATE/COUNTY-  UT/KANE
 HO0127  COUNTRY     -  US
 HO0127  USGS QUAD   -  WHITE TOWER (2017)
 HO0127
 HO0127                         *CURRENT SURVEY CONTROL
 HO0127  ______________________________________________________________________
 HO0127* NAD 83(1986) POSITION- 37 07 37.     (N) 112 33 53.     (W)   SCALED
 HO0127* NAVD 88 ORTHO HEIGHT -  1632.637 (meters)     5356.41  (feet) ADJUSTED
 HO0127  ______________________________________________________________________
 HO0127  GEOID HEIGHT    -        -21.905 (meters)                     GEOID18
 HO0127  DYNAMIC HEIGHT  -       1630.740 (meters)     5350.19  (feet) COMP
 HO0127  MODELED GRAVITY -    979,410.9   (mgal)                       NAVD 88
 HO0127
 HO0127  VERT ORDER      -  FIRST     CLASS II
 HO0127
 HO0127.The horizontal coordinates were scaled from a map and have
 HO0127.an estimated accuracy of +/- 6 seconds.
 HO0127
 HO0127.The orthometric height was determined by differential leveling and
 HO0127.adjusted by the NATIONAL GEODETIC SURVEY
 HO0127.in April 2014.
 HO0127
 HO0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0127.GEOID18 height accuracy estimate available here.
 HO0127
 HO0127.Click photographs - Photos may exist for this station.
 HO0127
 HO0127.The dynamic height is computed by dividing the NAVD 88
 HO0127.geopotential number by the normal gravity value computed on the
 HO0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0127.degrees latitude (g = 980.6199 gals.).
 HO0127
 HO0127.The modeled gravity was interpolated from observed gravity values.
 HO0127
 HO0127;                    North         East    Units  Estimated Accuracy
 HO0127;SPC UT S     - 3,051,620.      405,390.      MT  (+/- 180 meters Scaled)
 HO0127
 HO0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG610101(NAD 83)
 HO0127
 HO0127                          SUPERSEDED SURVEY CONTROL
 HO0127
 HO0127  NAVD 88 (??/??/92) 1632.648  (m)         5356.45   (f) SUPERSEDED  3 0
 HO0127  NGVD 29 (??/??/92) 1631.658  (m)         5353.20   (f) ADJ UNCH    1 2
 HO0127
 HO0127.Superseded values are not recommended for survey control.
 HO0127
 HO0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0127.See file dsdata.pdf to determine how the superseded data were derived.
 HO0127
 HO0127_MARKER: DB = BENCH MARK DISK
 HO0127_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0127_SP_SET: CULVERT HEADWALL
 HO0127_STAMPING: E 57 1934
 HO0127_MARK LOGO: CGS
 HO0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0127+STABILITY: SURFACE MOTION
 HO0127
 HO0127  HISTORY     - Date     Condition        Report By
 HO0127  HISTORY     - 1934     MONUMENTED       CGS
 HO0127  HISTORY     - 1983     MARK NOT FOUND   NGS
 HO0127
 HO0127                          STATION DESCRIPTION
 HO0127
 HO0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0127'6.6 MI NW FROM KANAB.
 HO0127'6.6 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM KANAB, KANE COUNTY, 0.2
 HO0127'MILE NORTH OF THE ENTRANCE TO THE CAVE LAKE RANCH, 0.1 MILE SOUTH OF
 HO0127'AN OPEN CULVTIVATED FIELD, AT A 2-FOOT CAST IRON PIPE CULVERT, IN THE
 HO0127'CENTER OF THE TOP OF THE EAST CONCRETE HEADWALL, AND 15 FEET EAST OF
 HO0127'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 57 1934.
 HO0127
 HO0127                          STATION RECOVERY (1983)
 HO0127
 HO0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0127'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0372 ***********************************************************************
 MS0372  DESIGNATION -  E 59
 MS0372  PID         -  MS0372
 MS0372  STATE/COUNTY-  UT/BOX ELDER
 MS0372  COUNTRY     -  US
 MS0372  USGS QUAD   -  LUCIN NW (2017)
 MS0372
 MS0372                         *CURRENT SURVEY CONTROL
 MS0372  ______________________________________________________________________
 MS0372* NAD 83(1986) POSITION- 41 28 01.     (N) 113 54 24.     (W)   SCALED
 MS0372* NAVD 88 ORTHO HEIGHT -  1473.678 (meters)     4834.89  (feet) ADJUSTED
 MS0372  ______________________________________________________________________
 MS0372  GEOID HEIGHT    -        -16.496 (meters)                     GEOID18
 MS0372  DYNAMIC HEIGHT  -       1472.584 (meters)     4831.30  (feet) COMP
 MS0372  MODELED GRAVITY -    979,829.6   (mgal)                       NAVD 88
 MS0372
 MS0372  VERT ORDER      -  FIRST     CLASS II
 MS0372
 MS0372.The horizontal coordinates were scaled from a map and have
 MS0372.an estimated accuracy of +/- 6 seconds.
 MS0372
 MS0372.The orthometric height was determined by differential leveling and
 MS0372.adjusted by the NATIONAL GEODETIC SURVEY
 MS0372.in June 1991.
 MS0372
 MS0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0372.GEOID18 height accuracy estimate available here.
 MS0372
 MS0372.Click photographs - Photos may exist for this station.
 MS0372
 MS0372.The dynamic height is computed by dividing the NAVD 88
 MS0372.geopotential number by the normal gravity value computed on the
 MS0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0372.degrees latitude (g = 980.6199 gals.).
 MS0372
 MS0372.The modeled gravity was interpolated from observed gravity values.
 MS0372
 MS0372;                    North         East    Units  Estimated Accuracy
 MS0372;SPC UT N     - 1,128,670.      298,980.      MT  (+/- 180 meters Scaled)
 MS0372
 MS0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL572946(NAD 83)
 MS0372
 MS0372                          SUPERSEDED SURVEY CONTROL
 MS0372
 MS0372  NGVD 29 (??/??/92) 1472.600  (m)         4831.36   (f) ADJ UNCH    1 2
 MS0372
 MS0372.Superseded values are not recommended for survey control.
 MS0372
 MS0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0372.See file dsdata.pdf to determine how the superseded data were derived.
 MS0372
 MS0372_MARKER: DB = BENCH MARK DISK
 MS0372_SETTING: 66 = SET IN ROCK OUTCROP
 MS0372_STAMPING: E 59 1934
 MS0372_MARK LOGO: CGS
 MS0372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0372+STABILITY: POSITION/ELEVATION WELL
 MS0372
 MS0372  HISTORY     - Date     Condition        Report By
 MS0372  HISTORY     - 1934     MONUMENTED       CGS
 MS0372  HISTORY     - 1967     MARK NOT FOUND   USGS
 MS0372
 MS0372                          STATION DESCRIPTION
 MS0372
 MS0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0372'8.4 MI N FROM LUCIN.
 MS0372'8.4 MILES NORTH ALONG GROUSE CREEK ROAD FROM THE SOUTHERN PACIFIC CO.
 MS0372'RAILROAD STATION AT LUCIN, BOX ELDER COUNTY, 0.1 MILE NORTH OF THE TOP
 MS0372'OF A HILL, 60 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION WITH A
 MS0372'DIRT ROAD, 24 FEET EAST OF THE CENTERLINE OF GROUSE CREEK ROAD, IN THE
 MS0372'TOP OF A SANDSTONE ROCK 16 FEET WIDE, 8 FEET HIGH, AND EXTENDING
 MS0372'LENGTHWISE TOWARD THE EAST SIDE OF A HILL, 8 FEET EAST OF THE EDGE OF
 MS0372'THE ROCK, AND ABOUT 8 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 MS0372'STAMPED E 59 1934.
 MS0372
 MS0372                          STATION RECOVERY (1967)
 MS0372
 MS0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MS0372'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0265 ***********************************************************************
 MS0265  DESIGNATION -  E 60
 MS0265  PID         -  MS0265
 MS0265  STATE/COUNTY-  UT/BOX ELDER
 MS0265  COUNTRY     -  US
 MS0265  USGS QUAD   -  KELTON PASS SE (2017)
 MS0265
 MS0265                         *CURRENT SURVEY CONTROL
 MS0265  ______________________________________________________________________
 MS0265* NAD 83(1986) POSITION- 41 45 03.     (N) 113 03 00.     (W)   SCALED
 MS0265* NAVD 88 ORTHO HEIGHT -  1286.647 (meters)     4221.27  (feet) ADJUSTED
 MS0265  ______________________________________________________________________
 MS0265  GEOID HEIGHT    -        -15.596 (meters)                     GEOID18
 MS0265  DYNAMIC HEIGHT  -       1285.808 (meters)     4218.52  (feet) COMP
 MS0265  MODELED GRAVITY -    979,926.1   (mgal)                       NAVD 88
 MS0265
 MS0265  VERT ORDER      -  FIRST     CLASS II
 MS0265
 MS0265.The horizontal coordinates were scaled from a map and have
 MS0265.an estimated accuracy of +/- 6 seconds.
 MS0265
 MS0265.The orthometric height was determined by differential leveling and
 MS0265.adjusted by the NATIONAL GEODETIC SURVEY
 MS0265.in June 1991.
 MS0265
 MS0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0265.GEOID18 height accuracy estimate available here.
 MS0265
 MS0265.Click photographs - Photos may exist for this station.
 MS0265
 MS0265.The dynamic height is computed by dividing the NAVD 88
 MS0265.geopotential number by the normal gravity value computed on the
 MS0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0265.degrees latitude (g = 980.6199 gals.).
 MS0265
 MS0265.The modeled gravity was interpolated from observed gravity values.
 MS0265
 MS0265;                    North         East    Units  Estimated Accuracy
 MS0265;SPC UT N     - 1,158,570.      371,090.      MT  (+/- 180 meters Scaled)
 MS0265
 MS0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM295241(NAD 83)
 MS0265
 MS0265                          SUPERSEDED SURVEY CONTROL
 MS0265
 MS0265  NGVD 29 (??/??/92) 1285.658  (m)         4218.03   (f) ADJ UNCH    1 2
 MS0265
 MS0265.Superseded values are not recommended for survey control.
 MS0265
 MS0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0265.See file dsdata.pdf to determine how the superseded data were derived.
 MS0265
 MS0265_MARKER: DB = BENCH MARK DISK
 MS0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0265_STAMPING: E 60 1934
 MS0265_MARK LOGO: CGS
 MS0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0265+STABILITY: SURFACE MOTION
 MS0265
 MS0265  HISTORY     - Date     Condition        Report By
 MS0265  HISTORY     - 1934     MONUMENTED       CGS
 MS0265  HISTORY     - 1953     GOOD             CGS
 MS0265  HISTORY     - 1984     MARK NOT FOUND   NGS
 MS0265
 MS0265                          STATION DESCRIPTION
 MS0265
 MS0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0265'3.2 MI E FROM KELTON.
 MS0265'3.2 MILES EAST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN PACIFIC
 MS0265'COMPANY RAILROAD FROM THE ABANDONED SECTION HOUSE AT KELTON, 0.2 MILE
 MS0265'WEST OF A SMALL WOODEN BRIDGE, 2 POLES WEST OF MILEPOLE 737, 274 FEET
 MS0265'NORTHEAST OF THE NORTHEAST CORNER OF A SMALL WOODEN BRIDGE, ON A SMALL
 MS0265'RIDGE BETWEEN 2 ALKALI FLATS, 56 1/2 FEET NORTH OF THE CENTER LINE OF
 MS0265'THE ROAD, 16 1/2 FEET NORTH OF A TELEPHONE POLE WITH 4 GUY WIRES
 MS0265'MARKED BY THE WHITE PAINTED LETTERS BM, 1.4 FEET SOUTH OF A WITNESS
 MS0265'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MS0265'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 MS0265
 MS0265                          STATION RECOVERY (1984)
 MS0265
 MS0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0265'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0287 ***********************************************************************
 LN0287  DESIGNATION -  E 62
 LN0287  PID         -  LN0287
 LN0287  STATE/COUNTY-  UT/UINTAH
 LN0287  COUNTRY     -  US
 LN0287  USGS QUAD   -  CLIFF RIDGE (2017)
 LN0287
 LN0287                         *CURRENT SURVEY CONTROL
 LN0287  ______________________________________________________________________
 LN0287* NAD 83(1986) POSITION- 40 17 50.     (N) 109 11 05.     (W)   SCALED
 LN0287* NAVD 88 ORTHO HEIGHT -  1586.362 (meters)     5204.59  (feet) POSTED
 LN0287  ______________________________________________________________________
 LN0287  GEOID HEIGHT    -        -16.851 (meters)                     GEOID18
 LN0287  DYNAMIC HEIGHT  -       1584.92  (meters)     5199.9   (feet) COMP
 LN0287  MODELED GRAVITY -    979,663.8   (mgal)                       NAVD 88
 LN0287
 LN0287  VERT ORDER      -  * POSTED, SEE BELOW
 LN0287
 LN0287.The horizontal coordinates were scaled from a map and have
 LN0287.an estimated accuracy of +/- 6 seconds.
 LN0287
 LN0287.The orthometric height was determined by differential leveling
 LN0287.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LN0287
 LN0287.* This is a POSTED BENCH MARK height.
 LN0287
 LN0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0287.GEOID18 height accuracy estimate available here.
 LN0287
 LN0287.Click photographs - Photos may exist for this station.
 LN0287
 LN0287.The dynamic height is computed by dividing the NAVD 88
 LN0287.geopotential number by the normal gravity value computed on the
 LN0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0287.degrees latitude (g = 980.6199 gals.).
 LN0287
 LN0287.The modeled gravity was interpolated from observed gravity values.
 LN0287
 LN0287;                    North         East    Units  Estimated Accuracy
 LN0287;SPC UT C     - 2,220,580.      696,820.      MT  (+/- 180 meters Scaled)
 LN0287
 LN0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK542623(NAD 83)
 LN0287
 LN0287                          SUPERSEDED SURVEY CONTROL
 LN0287
 LN0287  NGVD 29 (??/??/92) 1585.149  (m)         5200.61   (f) ADJ UNCH    1 2
 LN0287
 LN0287.Superseded values are not recommended for survey control.
 LN0287
 LN0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0287.See file dsdata.pdf to determine how the superseded data were derived.
 LN0287
 LN0287_MARKER: DB = BENCH MARK DISK
 LN0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0287_STAMPING: E 62 1934
 LN0287_MARK LOGO: CGS
 LN0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0287+STABILITY: SURFACE MOTION
 LN0287
 LN0287  HISTORY     - Date     Condition        Report By
 LN0287  HISTORY     - 1934     MONUMENTED       CGS
 LN0287  HISTORY     - 1965     MARK NOT FOUND   USGS
 LN0287  HISTORY     - 1981     MARK NOT FOUND   NGS
 LN0287
 LN0287                          STATION DESCRIPTION
 LN0287
 LN0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0287'9.5 MI E FROM JENSEN.
 LN0287'9.5 MILES EAST ALONG U. S. HIGHWAY 40 FROM JENSEN, UINTAH COUNTY, 28
 LN0287'YARDS EAST OF THE NORTH HEADWALL OF AN 18-INCH CULVERT, 32 YARDS NORTH
 LN0287'OF TELEPHONE POLE 247, 50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LN0287'AND 15 FEET WEST OF A STANDARD RIGHT-OF-WAY MARKER.  A STANDARD DISK,
 LN0287'STAMPED E 62 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LN0287
 LN0287                          STATION RECOVERY (1965)
 LN0287
 LN0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LN0287'MARK NOT FOUND.
 LN0287
 LN0287                          STATION RECOVERY (1981)
 LN0287
 LN0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LN0287'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0214 ***********************************************************************
 HM0214  DESIGNATION -  E 63
 HM0214  PID         -  HM0214
 HM0214  STATE/COUNTY-  UT/SAN JUAN
 HM0214  COUNTRY     -  US
 HM0214  USGS QUAD   -  HATCH TRADING POST (2017)
 HM0214
 HM0214                         *CURRENT SURVEY CONTROL
 HM0214  ______________________________________________________________________
 HM0214* NAD 83(1986) POSITION- 37 23 17.     (N) 109 08 28.     (W)   SCALED
 HM0214* NAVD 88 ORTHO HEIGHT -  1530.369 (meters)     5020.89  (feet) ADJUSTED
 HM0214  ______________________________________________________________________
 HM0214  GEOID HEIGHT    -        -20.464 (meters)                     GEOID18
 HM0214  DYNAMIC HEIGHT  -       1528.624 (meters)     5015.16  (feet) COMP
 HM0214  MODELED GRAVITY -    979,437.2   (mgal)                       NAVD 88
 HM0214
 HM0214  VERT ORDER      -  FIRST     CLASS II
 HM0214
 HM0214.The horizontal coordinates were scaled from a map and have
 HM0214.an estimated accuracy of +/- 6 seconds.
 HM0214
 HM0214.The orthometric height was determined by differential leveling and
 HM0214.adjusted by the NATIONAL GEODETIC SURVEY
 HM0214.in June 1991.
 HM0214
 HM0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0214.GEOID18 height accuracy estimate available here.
 HM0214
 HM0214.Click photographs - Photos may exist for this station.
 HM0214
 HM0214.The dynamic height is computed by dividing the NAVD 88
 HM0214.geopotential number by the normal gravity value computed on the
 HM0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0214.degrees latitude (g = 980.6199 gals.).
 HM0214
 HM0214.The modeled gravity was interpolated from observed gravity values.
 HM0214
 HM0214;                    North         East    Units  Estimated Accuracy
 HM0214;SPC UT S     - 3,082,700.      708,870.      MT  (+/- 180 meters Scaled)
 HM0214
 HM0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG645395(NAD 83)
 HM0214
 HM0214                          SUPERSEDED SURVEY CONTROL
 HM0214
 HM0214  NGVD 29 (??/??/92) 1529.364  (m)         5017.59   (f) ADJ UNCH    1 2
 HM0214
 HM0214.Superseded values are not recommended for survey control.
 HM0214
 HM0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0214.See file dsdata.pdf to determine how the superseded data were derived.
 HM0214
 HM0214_MARKER: DB = BENCH MARK DISK
 HM0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0214_STAMPING: E 63 1934
 HM0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0214+STABILITY: SURFACE MOTION
 HM0214
 HM0214  HISTORY     - Date     Condition        Report By
 HM0214  HISTORY     - 1934     MONUMENTED       CGS
 HM0214  HISTORY     - 1984     MARK NOT FOUND   NGS
 HM0214
 HM0214                          STATION DESCRIPTION
 HM0214
 HM0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0214'39.1 MI W FROM CORTEZ, CO.
 HM0214'IN SAN JUAN COUNTY, UTAH, ABOUT 39.1 MILES WEST ALONG THE ROAD LEADING
 HM0214'TO BLUFF FROM CORTEZ, MONTEZUMA COUNTY, COLORADO, ABOUT 8.1 MILES WEST
 HM0214'OF THE J. ISMAY TRADING POST, AT THE FOOT OF THE WEST SIDE OF CAJON
 HM0214'MESA, IN A FLAT KNOWN AS BLACK STEER PARK, ABOUT 320 FEET WEST OF THE
 HM0214'UNITED STATES GENERAL LAND OFFICE MARK S 14 S 23 1912, ABOUT 100 YARDS
 HM0214'SOUTH OF A SEEP WATER HOLE, AND 18 FEET NORTH OF THE CENTER LINE OF
 HM0214'THE ROAD.  A STANDARD DISK, STAMPED E 63 1934 AND SET IN THE TOP OF A
 HM0214'CONCRETE POST.
 HM0214
 HM0214                          STATION RECOVERY (1984)
 HM0214
 HM0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0214'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0300 ***********************************************************************
 LN0300  DESIGNATION -  E 64
 LN0300  PID         -  LN0300
 LN0300  STATE/COUNTY-  UT/UINTAH
 LN0300  COUNTRY     -  US
 LN0300  USGS QUAD   -  VERNAL SE (2017)
 LN0300
 LN0300                         *CURRENT SURVEY CONTROL
 LN0300  ______________________________________________________________________
 LN0300* NAD 83(1986) POSITION- 40 21 14.     (N) 109 37 08.     (W)   SCALED
 LN0300* NAVD 88 ORTHO HEIGHT -  1560.011 (meters)     5118.14  (feet) ADJUSTED
 LN0300  ______________________________________________________________________
 LN0300  GEOID HEIGHT    -        -17.412 (meters)                     GEOID18
 LN0300  DYNAMIC HEIGHT  -       1558.579 (meters)     5113.44  (feet) COMP
 LN0300  MODELED GRAVITY -    979,653.6   (mgal)                       NAVD 88
 LN0300
 LN0300  VERT ORDER      -  FIRST     CLASS II
 LN0300
 LN0300.The horizontal coordinates were scaled from a map and have
 LN0300.an estimated accuracy of +/- 6 seconds.
 LN0300
 LN0300.The orthometric height was determined by differential leveling and
 LN0300.adjusted by the NATIONAL GEODETIC SURVEY
 LN0300.in June 1991.
 LN0300
 LN0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0300.GEOID18 height accuracy estimate available here.
 LN0300
 LN0300.Click photographs - Photos may exist for this station.
 LN0300
 LN0300.The dynamic height is computed by dividing the NAVD 88
 LN0300.geopotential number by the normal gravity value computed on the
 LN0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0300.degrees latitude (g = 980.6199 gals.).
 LN0300
 LN0300.The modeled gravity was interpolated from observed gravity values.
 LN0300
 LN0300;                    North         East    Units  Estimated Accuracy
 LN0300;SPC UT C     - 2,226,000.      659,780.      MT  (+/- 180 meters Scaled)
 LN0300
 LN0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK172679(NAD 83)
 LN0300
 LN0300                          SUPERSEDED SURVEY CONTROL
 LN0300
 LN0300  NGVD 29 (??/??/92) 1558.775  (m)         5114.08   (f) ADJ UNCH    1 2
 LN0300
 LN0300.Superseded values are not recommended for survey control.
 LN0300
 LN0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0300.See file dsdata.pdf to determine how the superseded data were derived.
 LN0300
 LN0300_MARKER: DB = BENCH MARK DISK
 LN0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0300_STAMPING: E 64 1934
 LN0300_MARK LOGO: CGS
 LN0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0300+STABILITY: SURFACE MOTION
 LN0300
 LN0300  HISTORY     - Date     Condition        Report By
 LN0300  HISTORY     - 1934     MONUMENTED       CGS
 LN0300
 LN0300                          STATION DESCRIPTION
 LN0300
 LN0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0300'10.4 MI SW FROM VERNAL.
 LN0300'10.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM VERNAL, UINTAH COUNTY,
 LN0300'650 FEET SOUTHWEST OF THE INTERSECTION OF THE OLD HIGHWAY, AND 55 FEET
 LN0300'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 LN0300'E 64 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0029 ***********************************************************************
 LO0029  DESIGNATION -  E 65
 LO0029  PID         -  LO0029
 LO0029  STATE/COUNTY-  UT/DUCHESNE
 LO0029  COUNTRY     -  US
 LO0029  USGS QUAD   -  DUCHESNE (2017)
 LO0029
 LO0029                         *CURRENT SURVEY CONTROL
 LO0029  ______________________________________________________________________
 LO0029* NAD 83(1986) POSITION- 40 08 25.     (N) 110 25 26.     (W)   SCALED
 LO0029* NAVD 88 ORTHO HEIGHT -  1735.628 (meters)     5694.31  (feet) POSTED
 LO0029  ______________________________________________________________________
 LO0029  GEOID HEIGHT    -        -17.134 (meters)                     GEOID18
 LO0029  DYNAMIC HEIGHT  -       1733.92  (meters)     5688.7   (feet) COMP
 LO0029  MODELED GRAVITY -    979,583.8   (mgal)                       NAVD 88
 LO0029
 LO0029  VERT ORDER      -  * POSTED, SEE BELOW
 LO0029
 LO0029.The horizontal coordinates were scaled from a map and have
 LO0029.an estimated accuracy of +/- 6 seconds.
 LO0029
 LO0029.The orthometric height was determined by differential leveling
 LO0029.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LO0029
 LO0029.* This is a POSTED BENCH MARK height.
 LO0029
 LO0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0029.GEOID18 height accuracy estimate available here.
 LO0029
 LO0029.Click photographs - Photos may exist for this station.
 LO0029
 LO0029.The dynamic height is computed by dividing the NAVD 88
 LO0029.geopotential number by the normal gravity value computed on the
 LO0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0029.degrees latitude (g = 980.6199 gals.).
 LO0029
 LO0029.The modeled gravity was interpolated from observed gravity values.
 LO0029
 LO0029;                    North         East    Units  Estimated Accuracy
 LO0029;SPC UT C     - 2,201,160.      591,700.      MT  (+/- 180 meters Scaled)
 LO0029
 LO0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK490434(NAD 83)
 LO0029
 LO0029                          SUPERSEDED SURVEY CONTROL
 LO0029
 LO0029.No superseded survey control is available for this station.
 LO0029
 LO0029_MARKER: DB = BENCH MARK DISK
 LO0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0029_STAMPING: E 65 1934
 LO0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0029+STABILITY: SURFACE MOTION
 LO0029
 LO0029  HISTORY     - Date     Condition        Report By
 LO0029  HISTORY     - 1934     MONUMENTED       CGS
 LO0029  HISTORY     - 1963     MARK NOT FOUND   USGS
 LO0029  HISTORY     - 20091021 MARK NOT FOUND   GEOCAC
 LO0029
 LO0029                          STATION DESCRIPTION
 LO0029
 LO0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0029'2.0 MI SW FROM DUCHESNE.
 LO0029'2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM DUCHESNE, DUCHESNE
 LO0029'COUNTY, OPPOSITE POLE 1054, AND 26 FEET WEST OF THE CENTER LINE OF THE
 LO0029'HIGHWAY.  A STANDARD DISK, STAMPED E 65 1934 AND SET IN THE TOP OF A
 LO0029'CONCRETE POST.
 LO0029
 LO0029                          STATION RECOVERY (1963)
 LO0029
 LO0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LO0029'MARK NOT FOUND.
 LO0029
 LO0029                          STATION RECOVERY (2009)
 LO0029
 LO0029'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LO0029'ROADWAY HAS BEEN WIDENED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0080 ***********************************************************************
 LP0080  DESIGNATION -  E 67
 LP0080  PID         -  LP0080
 LP0080  STATE/COUNTY-  UT/TOOELE
 LP0080  COUNTRY     -  US
 LP0080  USGS QUAD   -  CAMELS BACK RIDGE NW (2017)
 LP0080
 LP0080                         *CURRENT SURVEY CONTROL
 LP0080  ______________________________________________________________________
 LP0080* NAD 83(1986) POSITION- 40 10 48.     (N) 112 53 48.     (W)   SCALED
 LP0080* NAVD 88 ORTHO HEIGHT -  1328.530 (meters)     4358.69  (feet) ADJUSTED
 LP0080  ______________________________________________________________________
 LP0080  GEOID HEIGHT    -        -18.492 (meters)                     GEOID18
 LP0080  DYNAMIC HEIGHT  -       1327.437 (meters)     4355.10  (feet) COMP
 LP0080  MODELED GRAVITY -    979,757.1   (mgal)                       NAVD 88
 LP0080
 LP0080  VERT ORDER      -  FIRST     CLASS II
 LP0080
 LP0080.The horizontal coordinates were scaled from a map and have
 LP0080.an estimated accuracy of +/- 6 seconds.
 LP0080
 LP0080.The orthometric height was determined by differential leveling and
 LP0080.adjusted by the NATIONAL GEODETIC SURVEY
 LP0080.in June 1991.
 LP0080
 LP0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0080.GEOID18 height accuracy estimate available here.
 LP0080
 LP0080.Click photographs - Photos may exist for this station.
 LP0080
 LP0080.The dynamic height is computed by dividing the NAVD 88
 LP0080.geopotential number by the normal gravity value computed on the
 LP0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0080.degrees latitude (g = 980.6199 gals.).
 LP0080
 LP0080.The modeled gravity was interpolated from observed gravity values.
 LP0080
 LP0080;                    North         East    Units  Estimated Accuracy
 LP0080;SPC UT C     - 2,205,950.      381,060.      MT  (+/- 180 meters Scaled)
 LP0080
 LP0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK385494(NAD 83)
 LP0080
 LP0080                          SUPERSEDED SURVEY CONTROL
 LP0080
 LP0080  NGVD 29 (??/??/92) 1327.484  (m)         4355.25   (f) ADJ UNCH    1 2
 LP0080
 LP0080.Superseded values are not recommended for survey control.
 LP0080
 LP0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0080.See file dsdata.pdf to determine how the superseded data were derived.
 LP0080
 LP0080_MARKER: DB = BENCH MARK DISK
 LP0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0080_STAMPING: E 67 1934
 LP0080_MARK LOGO: CGS
 LP0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0080+STABILITY: SURFACE MOTION
 LP0080
 LP0080  HISTORY     - Date     Condition        Report By
 LP0080  HISTORY     - 1934     MONUMENTED       CGS
 LP0080  HISTORY     - 1951     GOOD             CGS
 LP0080  HISTORY     - 19890523 GOOD             USGS
 LP0080
 LP0080                          STATION DESCRIPTION
 LP0080
 LP0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0080'14.0 MI W FROM ORRS RANCH.
 LP0080'ABOUT 14.0 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0080'TOOELE COUNTY, AND 32 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY. A
 LP0080'STANDARD DISK, STAMPED E 67 1934 AND SET IN THE TOP OF A CONCRETE
 LP0080'POST.
 LP0080
 LP0080                          STATION RECOVERY (1951)
 LP0080
 LP0080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LP0080'RECOVERED IN GOOD CONDITION.
 LP0080
 LP0080                          STATION RECOVERY (1989)
 LP0080
 LP0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (SDC)
 LP0080'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0166 ***********************************************************************
 LP0166  DESIGNATION -  E 68
 LP0166  PID         -  LP0166
 LP0166  STATE/COUNTY-  UT/TOOELE
 LP0166  COUNTRY     -  US
 LP0166  USGS QUAD   -  GOSHUTE WASH (2017)
 LP0166
 LP0166                         *CURRENT SURVEY CONTROL
 LP0166  ______________________________________________________________________
 LP0166* NAD 83(1986) POSITION- 40 05 42.     (N) 113 42 31.     (W)   SCALED
 LP0166* NAVD 88 ORTHO HEIGHT -  1330.650 (meters)     4365.64  (feet) ADJUSTED
 LP0166  ______________________________________________________________________
 LP0166  GEOID HEIGHT    -        -19.107 (meters)                     GEOID18
 LP0166  DYNAMIC HEIGHT  -       1329.546 (meters)     4362.02  (feet) COMP
 LP0166  MODELED GRAVITY -    979,749.9   (mgal)                       NAVD 88
 LP0166
 LP0166  VERT ORDER      -  FIRST     CLASS II
 LP0166
 LP0166.The horizontal coordinates were scaled from a map and have
 LP0166.an estimated accuracy of +/- 6 seconds.
 LP0166
 LP0166.The orthometric height was determined by differential leveling and
 LP0166.adjusted by the NATIONAL GEODETIC SURVEY
 LP0166.in June 1991.
 LP0166
 LP0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0166.GEOID18 height accuracy estimate available here.
 LP0166
 LP0166.Click photographs - Photos may exist for this station.
 LP0166
 LP0166.The dynamic height is computed by dividing the NAVD 88
 LP0166.geopotential number by the normal gravity value computed on the
 LP0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0166.degrees latitude (g = 980.6199 gals.).
 LP0166
 LP0166.The modeled gravity was interpolated from observed gravity values.
 LP0166
 LP0166;                    North         East    Units  Estimated Accuracy
 LP0166;SPC UT C     - 2,197,900.      311,700.      MT  (+/- 180 meters Scaled)
 LP0166
 LP0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK690418(NAD 83)
 LP0166
 LP0166                          SUPERSEDED SURVEY CONTROL
 LP0166
 LP0166  NGVD 29 (??/??/92) 1329.625  (m)         4362.28   (f) ADJ UNCH    1 2
 LP0166
 LP0166.Superseded values are not recommended for survey control.
 LP0166
 LP0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0166.See file dsdata.pdf to determine how the superseded data were derived.
 LP0166
 LP0166_MARKER: DB = BENCH MARK DISK
 LP0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0166_STAMPING: E 68 1934
 LP0166_MARK LOGO: CGS
 LP0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0166+STABILITY: SURFACE MOTION
 LP0166
 LP0166  HISTORY     - Date     Condition        Report By
 LP0166  HISTORY     - 1934     MONUMENTED       CGS
 LP0166
 LP0166                          STATION DESCRIPTION
 LP0166
 LP0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0166'9.5 MI E FROM GOLD HILL.
 LP0166'ABOUT 9.5 MILES EAST ALONG THE OLD LINCOLN HIGHWAY FROM GOLD HILL,
 LP0166'TOOELE COUNTY, AND 26 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY. A
 LP0166'STANDARD DISK, STAMPED E 68 1934 AND SET IN THE TOP OF A CONCRETE
 LP0166'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0344 ***********************************************************************
 KO0344  DESIGNATION -  E 74
 KO0344  PID         -  KO0344
 KO0344  STATE/COUNTY-  UT/MILLARD
 KO0344  COUNTRY     -  US
 KO0344  USGS QUAD   -  CHALK KNOLLS (2017)
 KO0344
 KO0344                         *CURRENT SURVEY CONTROL
 KO0344  ______________________________________________________________________
 KO0344* NAD 83(1986) POSITION- 39 17 54.     (N) 113 33 01.     (W)   SCALED
 KO0344* NAVD 88 ORTHO HEIGHT -  1400.590 (meters)     4595.10  (feet) ADJUSTED
 KO0344  ______________________________________________________________________
 KO0344  GEOID HEIGHT    -        -20.006 (meters)                     GEOID18
 KO0344  DYNAMIC HEIGHT  -       1399.292 (meters)     4590.84  (feet) COMP
 KO0344  MODELED GRAVITY -    979,651.3   (mgal)                       NAVD 88
 KO0344
 KO0344  VERT ORDER      -  SECOND    CLASS 0
 KO0344
 KO0344.The horizontal coordinates were scaled from a map and have
 KO0344.an estimated accuracy of +/- 6 seconds.
 KO0344
 KO0344.The orthometric height was determined by differential leveling and
 KO0344.adjusted by the NATIONAL GEODETIC SURVEY
 KO0344.in June 1991.
 KO0344
 KO0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0344.GEOID18 height accuracy estimate available here.
 KO0344
 KO0344.Click photographs - Photos may exist for this station.
 KO0344
 KO0344.The dynamic height is computed by dividing the NAVD 88
 KO0344.geopotential number by the normal gravity value computed on the
 KO0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0344.degrees latitude (g = 980.6199 gals.).
 KO0344
 KO0344.The modeled gravity was interpolated from observed gravity values.
 KO0344
 KO0344;                    North         East    Units  Estimated Accuracy
 KO0344;SPC UT C     - 2,109,160.      323,170.      MT  (+/- 180 meters Scaled)
 KO0344
 KO0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ800529(NAD 83)
 KO0344
 KO0344                          SUPERSEDED SURVEY CONTROL
 KO0344
 KO0344  NGVD 29 (??/??/92) 1399.486  (m)         4591.48   (f) ADJ UNCH    2 0
 KO0344
 KO0344.Superseded values are not recommended for survey control.
 KO0344
 KO0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0344.See file dsdata.pdf to determine how the superseded data were derived.
 KO0344
 KO0344_MARKER: DB = BENCH MARK DISK
 KO0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0344_STAMPING: E 74 1934
 KO0344_MARK LOGO: CGS
 KO0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0344+STABILITY: SURFACE MOTION
 KO0344
 KO0344  HISTORY     - Date     Condition        Report By
 KO0344  HISTORY     - 1934     MONUMENTED       CGS
 KO0344  HISTORY     - 1958     GOOD             USGS
 KO0344
 KO0344                          STATION DESCRIPTION
 KO0344
 KO0344'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 KO0344'27.3 MI E FROM ROBINSONS RANCH.
 KO0344'27.3 MILES EAST ALONG OLD U.S. HIGHWAY 6 FROM ROBINSONS RANCH, MILLARD
 KO0344'COUNTY.  90 FEET SOUTH OF A SMALL DRY WASH, AND 40 FEET NORTH OF THE
 KO0344'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK STAMPED E-74 1934 AND SET
 KO0344'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0350 ***********************************************************************
 KO0350  DESIGNATION -  E 75
 KO0350  PID         -  KO0350
 KO0350  STATE/COUNTY-  UT/MILLARD
 KO0350  COUNTRY     -  US
 KO0350  USGS QUAD   -  GANDY (2017)
 KO0350
 KO0350                         *CURRENT SURVEY CONTROL
 KO0350  ______________________________________________________________________
 KO0350* NAD 83(1986) POSITION- 39 26 30.1    (N) 113 59 50.4    (W)   HD_HELD2
 KO0350* NAVD 88 ORTHO HEIGHT -  1519.609 (meters)     4985.58  (feet) ADJUSTED
 KO0350  ______________________________________________________________________
 KO0350  GEOID HEIGHT    -        -19.994 (meters)                     GEOID18
 KO0350  DYNAMIC HEIGHT  -       1518.155 (meters)     4980.81  (feet) COMP
 KO0350  MODELED GRAVITY -    979,617.5   (mgal)                       NAVD 88
 KO0350
 KO0350  VERT ORDER      -  SECOND    CLASS 0
 KO0350
 KO0350.The horizontal coordinates were established by autonomous hand held GPS
 KO0350.observations and have an estimated accuracy of +/- 10 meters.
 KO0350
 KO0350.The orthometric height was determined by differential leveling and
 KO0350.adjusted by the NATIONAL GEODETIC SURVEY
 KO0350.in June 1991.
 KO0350
 KO0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0350.GEOID18 height accuracy estimate available here.
 KO0350
 KO0350.Click photographs - Photos may exist for this station.
 KO0350
 KO0350.The dynamic height is computed by dividing the NAVD 88
 KO0350.geopotential number by the normal gravity value computed on the
 KO0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0350.degrees latitude (g = 980.6199 gals.).
 KO0350
 KO0350.The modeled gravity was interpolated from observed gravity values.
 KO0350
 KO0350;                    North         East    Units  Estimated Accuracy
 KO0350;SPC UT C     - 2,126,050.      285,061.      MT  (+/- 10 meters HH2 GPS)
 KO0350
 KO0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ4205470082(NAD 83)
 KO0350
 KO0350                          SUPERSEDED SURVEY CONTROL
 KO0350
 KO0350  NGVD 29 (??/??/92) 1518.492  (m)         4981.92   (f) ADJ UNCH    2 0
 KO0350
 KO0350.Superseded values are not recommended for survey control.
 KO0350
 KO0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0350.See file dsdata.pdf to determine how the superseded data were derived.
 KO0350
 KO0350_MARKER: DB = BENCH MARK DISK
 KO0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0350_STAMPING: E 75 1934
 KO0350_MARK LOGO: CGS
 KO0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0350+STABILITY: SURFACE MOTION
 KO0350
 KO0350  HISTORY     - Date     Condition        Report By
 KO0350  HISTORY     - 1934     MONUMENTED       CGS
 KO0350
 KO0350                          STATION DESCRIPTION
 KO0350
 KO0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0350'15.4 MI N FROM ROBINSON RANCH.
 KO0350'15.4 MILES NORTH ALONG THE ROAD LEADING TO TROUT CREEK FROM ROBINSON
 KO0350'RANCH, 52 FEET EAST OF THE JUNCTION WITH A SIDE ROAD LEADING TO WARM
 KO0350'SPRINGS RANCH, AND 51 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD.
 KO0350'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0377 ***********************************************************************
 KO0377  DESIGNATION -  E 76
 KO0377  PID         -  KO0377
 KO0377  STATE/COUNTY-  UT/TOOELE
 KO0377  COUNTRY     -  US
 KO0377  USGS QUAD   -  GOSHUTE CANYON (2017)
 KO0377
 KO0377                         *CURRENT SURVEY CONTROL
 KO0377  ______________________________________________________________________
 KO0377* NAD 83(1986) POSITION- 39 59 05.53   (N) 113 45 40.80   (W)   HD_HELD1
 KO0377* NAVD 88 ORTHO HEIGHT -  1434.257 (meters)     4705.56  (feet) ADJUSTED
 KO0377  ______________________________________________________________________
 KO0377  GEOID HEIGHT    -        -19.123 (meters)                     GEOID18
 KO0377  DYNAMIC HEIGHT  -       1433.002 (meters)     4701.44  (feet) COMP
 KO0377  MODELED GRAVITY -    979,700.8   (mgal)                       NAVD 88
 KO0377
 KO0377  VERT ORDER      -  SECOND    CLASS 0
 KO0377
 KO0377.The horizontal coordinates were determined by differentially corrected
 KO0377.hand held GPS observations or other comparable positioning techniques
 KO0377.and have an estimated accuracy of +/- 3 meters.
 KO0377
 KO0377.The orthometric height was determined by differential leveling and
 KO0377.adjusted by the NATIONAL GEODETIC SURVEY
 KO0377.in June 1991.
 KO0377
 KO0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0377.GEOID18 height accuracy estimate available here.
 KO0377
 KO0377.Click photographs - Photos may exist for this station.
 KO0377
 KO0377.The dynamic height is computed by dividing the NAVD 88
 KO0377.geopotential number by the normal gravity value computed on the
 KO0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0377.degrees latitude (g = 980.6199 gals.).
 KO0377
 KO0377.The modeled gravity was interpolated from observed gravity values.
 KO0377
 KO0377;                    North         East    Units  Estimated Accuracy
 KO0377;SPC UT C     - 2,185,792.7     306,892.9     MT  (+/- 3 meters HH1 GPS) 
 KO0377
 KO0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK6422529730(NAD 83)
 KO0377
 KO0377                          SUPERSEDED SURVEY CONTROL
 KO0377
 KO0377  NGVD 29 (??/??/92) 1433.208  (m)         4702.12   (f) ADJ UNCH    2 0
 KO0377
 KO0377.Superseded values are not recommended for survey control.
 KO0377
 KO0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0377.See file dsdata.pdf to determine how the superseded data were derived.
 KO0377
 KO0377_MARKER: DB = BENCH MARK DISK
 KO0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0377_STAMPING: E 76 1934
 KO0377_MARK LOGO: CGS
 KO0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0377+STABILITY: SURFACE MOTION
 KO0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0377+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2021
 KO0377
 KO0377  HISTORY     - Date     Condition        Report By
 KO0377  HISTORY     - 1934     MONUMENTED       CGS
 KO0377  HISTORY     - 20210722 GOOD             NGIA
 KO0377
 KO0377                          STATION DESCRIPTION
 KO0377
 KO0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0377'6.5 MI N FROM CALLAO.
 KO0377'IN TOOELE COUNTY, 6.5 MILES NORTH ALONG THE ROAD LEADING TO GOLD HILL
 KO0377'FROM THE ROAD JUNCTION WEST OF CALLAO, 450 FEET SOUTH OF A LARGE DRY
 KO0377'ROCKY WASH, 70 FEET NORTH OF A SMALL ROCKY RIDGE, AND 36 FEET
 KO0377'NORTHEAST OF THE CENTER LINE OF THE ROAD.  SET IN THE TOP OF A
 KO0377'CONCRETE POST.
 KO0377
 KO0377                          STATION RECOVERY (2021)
 KO0377
 KO0377'RECOVERY NOTE BY NATIONAL GEOSPATIAL INTELL AGY 2021 (BWB)
 KO0377'THE STATION IS A CGS DISK SET IN THE TOP OF A SQUARE MONUMENT.
 KO0377'
 KO0377'THE MARK IS LOCATED 25 FT (7.6 M) NORTH OF THE ROAD AND IS MARKED BY A
 KO0377'WITNESS POST.
 KO0377'
 KO0377'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 80 AND U.S
 KO0377'ALT.  93A, PROCEED SOUTH THEN EAST ON U.S. ALT.  93A FOR 0.3 MILE.
 KO0377'TURN RIGHT, SOUTH, STAYING ON U.S ALT.  93A AND GO 25.6 MI (41.2 KM)
 KO0377'TO A ROAD ON THE LEFT.  TURN LEFT, EAST TURNING SOUTH AND GO 29.4 MI
 KO0377'(47.3 KM) TO A ROAD ON THE LEFT.  TURN LEFT, NORTHEAST AND GO 6.1 MI
 KO0377'(9.8 KM) TO A ROAD ON THE RIGHT.  TURN RIGHT, SOUTHEAST AND GO 10.9 MI
 KO0377'(17.5 KM) TO THE STATION ON THE LEFT, EAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0062 ***********************************************************************
 LQ0062  DESIGNATION -  E 77
 LQ0062  PID         -  LQ0062
 LQ0062  STATE/COUNTY-  UT/TOOELE
 LQ0062  COUNTRY     -  US
 LQ0062  USGS QUAD   -  WENDOVER SE (2018)
 LQ0062
 LQ0062                         *CURRENT SURVEY CONTROL
 LQ0062  ______________________________________________________________________
 LQ0062* NAD 83(1986) POSITION- 40 34 57.     (N) 114 02 41.     (W)   SCALED
 LQ0062* NAVD 88 ORTHO HEIGHT -  1289.073 (meters)     4229.23  (feet) ADJUSTED
 LQ0062  ______________________________________________________________________
 LQ0062  GEOID HEIGHT    -        -18.509 (meters)                     GEOID18
 LQ0062  DYNAMIC HEIGHT  -       1288.062 (meters)     4225.92  (feet) COMP
 LQ0062  MODELED GRAVITY -    979,796.8   (mgal)                       NAVD 88
 LQ0062
 LQ0062  VERT ORDER      -  SECOND    CLASS 0
 LQ0062
 LQ0062.The horizontal coordinates were scaled from a map and have
 LQ0062.an estimated accuracy of +/- 6 seconds.
 LQ0062
 LQ0062.The orthometric height was determined by differential leveling and
 LQ0062.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0062.in June 1991.
 LQ0062
 LQ0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0062.GEOID18 height accuracy estimate available here.
 LQ0062
 LQ0062.Click photographs - Photos may exist for this station.
 LQ0062
 LQ0062.The dynamic height is computed by dividing the NAVD 88
 LQ0062.geopotential number by the normal gravity value computed on the
 LQ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0062.degrees latitude (g = 980.6199 gals.).
 LQ0062
 LQ0062.The modeled gravity was interpolated from observed gravity values.
 LQ0062
 LQ0062;                    North         East    Units  Estimated Accuracy
 LQ0062;SPC UT C     - 2,252,770.      284,590.      MT  (+/- 180 meters Scaled)
 LQ0062
 LQ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE501966(NAD 83)
 LQ0062
 LQ0062                          SUPERSEDED SURVEY CONTROL
 LQ0062
 LQ0062  NGVD 29 (??/??/92) 1288.105  (m)         4226.06   (f) ADJ UNCH    2 0
 LQ0062
 LQ0062.Superseded values are not recommended for survey control.
 LQ0062
 LQ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0062.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0062
 LQ0062_MARKER: DB = BENCH MARK DISK
 LQ0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0062_STAMPING: E 77 1934
 LQ0062_MARK LOGO: CGS
 LQ0062_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0062+STABILITY: SURFACE MOTION
 LQ0062
 LQ0062  HISTORY     - Date     Condition        Report By
 LQ0062  HISTORY     - 1934     MONUMENTED       CGS
 LQ0062  HISTORY     - 19910826 GOOD             DOD
 LQ0062
 LQ0062                          STATION DESCRIPTION
 LQ0062
 LQ0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LQ0062'10.6 MI S FROM WENDOVER.
 LQ0062'10.6 MILES SOUTH ALONG THE DEEP CREEK RAILROAD FROM THE TRI-STATE
 LQ0062'MERCANTILE CO. STORE AT WENDOVER, TOOELE COUNTY, ABOUT 80 FEET WEST OF
 LQ0062'MILEPOST 11, 40 FEET SOUTHWEST OF A 2- BY 2-FOOT WOODEN BOX CULVERT,
 LQ0062'45 FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 2 FEET LOWER
 LQ0062'THAN THE RAIL.  A STANDARD DISK, STAMPED E 77 1934 AND SET IN THE TOP
 LQ0062'OF A CONCRETE POST.
 LQ0062
 LQ0062                          STATION RECOVERY (1991)
 LQ0062
 LQ0062'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1991 (RFA)
 LQ0062'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0257 ***********************************************************************
 KO0257  DESIGNATION -  E 78 RESET
 KO0257  PID         -  KO0257
 KO0257  STATE/COUNTY-  UT/MILLARD
 KO0257  COUNTRY     -  US
 KO0257  USGS QUAD   -  SUTHERLAND (2017)
 KO0257
 KO0257                         *CURRENT SURVEY CONTROL
 KO0257  ______________________________________________________________________
 KO0257* NAD 83(1986) POSITION- 39 25 05.     (N) 112 43 42.     (W)   SCALED
 KO0257* NAVD 88 ORTHO HEIGHT -  1397.86  (+/-2cm)     4586.1   (feet) VERTCON3
 KO0257  ______________________________________________________________________
 KO0257  GEOID HEIGHT    -        -19.693 (meters)                     GEOID18
 KO0257  VERT ORDER      -  THIRD (See Below)
 KO0257
 KO0257.The horizontal coordinates were scaled from a map and have
 KO0257.an estimated accuracy of +/- 6 seconds.
 KO0257
 KO0257.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0257
 KO0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0257.GEOID18 height accuracy estimate available here.
 KO0257
 KO0257.The vertical order pertains to the NGVD 29 superseded value.
 KO0257
 KO0257.Click photographs - Photos may exist for this station.
 KO0257
 KO0257;                    North         East    Units  Estimated Accuracy
 KO0257;SPC UT C     - 2,121,150.      394,230.      MT  (+/- 180 meters Scaled)
 KO0257
 KO0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ512645(NAD 83)
 KO0257
 KO0257                          SUPERSEDED SURVEY CONTROL
 KO0257
 KO0257  NGVD 29 (??/??/??) 1396.76   (m)         4582.5    (f) RESET       3  
 KO0257
 KO0257.Superseded values are not recommended for survey control.
 KO0257
 KO0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0257.See file dsdata.pdf to determine how the superseded data were derived.
 KO0257
 KO0257_MARKER: DB = BENCH MARK DISK
 KO0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0257_STAMPING: E 78 1934 RESET 1942
 KO0257_MARK LOGO: CGS
 KO0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0257+STABILITY: SURFACE MOTION
 KO0257
 KO0257  HISTORY     - Date     Condition        Report By
 KO0257  HISTORY     - 1942     MONUMENTED       USACE
 KO0257
 KO0257                          STATION DESCRIPTION
 KO0257
 KO0257'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1942
 KO0257'1.8 MI NW FROM ABRAHAM.
 KO0257'1.8 MILES NORTHWEST ALONG THE HINCKLEY-CALLAO ROAD FROM ABRAHAM, 110
 KO0257'FEET SOUTHEAST OF A SMALL GRAY FARMHOUSE, AT THE JUNCTION OF A SIDE
 KO0257'ROAD LEADING SOUTH, AND SOUTH OF THE HINCKLEY-CALLAO ROAD, AND SET IN
 KO0257'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0296 ***********************************************************************
 KO0296  DESIGNATION -  E 79
 KO0296  PID         -  KO0296
 KO0296  STATE/COUNTY-  UT/JUAB
 KO0296  COUNTRY     -  US
 KO0296  USGS QUAD   -  SAND PASS NE (2017)
 KO0296
 KO0296                         *CURRENT SURVEY CONTROL
 KO0296  ______________________________________________________________________
 KO0296* NAD 83(1986) POSITION- 39 44 04.     (N) 113 22 02.     (W)   SCALED
 KO0296* NAVD 88 ORTHO HEIGHT -  1327.086 (meters)     4353.95  (feet) ADJUSTED
 KO0296  ______________________________________________________________________
 KO0296  GEOID HEIGHT    -        -19.496 (meters)                     GEOID18
 KO0296  DYNAMIC HEIGHT  -       1325.935 (meters)     4350.17  (feet) COMP
 KO0296  MODELED GRAVITY -    979,713.1   (mgal)                       NAVD 88
 KO0296
 KO0296  VERT ORDER      -  SECOND    CLASS 0
 KO0296
 KO0296.The horizontal coordinates were scaled from a map and have
 KO0296.an estimated accuracy of +/- 6 seconds.
 KO0296
 KO0296.The orthometric height was determined by differential leveling and
 KO0296.adjusted by the NATIONAL GEODETIC SURVEY
 KO0296.in June 1991.
 KO0296
 KO0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0296.GEOID18 height accuracy estimate available here.
 KO0296
 KO0296.Click photographs - Photos may exist for this station.
 KO0296
 KO0296.The dynamic height is computed by dividing the NAVD 88
 KO0296.geopotential number by the normal gravity value computed on the
 KO0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0296.degrees latitude (g = 980.6199 gals.).
 KO0296
 KO0296.The modeled gravity was interpolated from observed gravity values.
 KO0296
 KO0296;                    North         East    Units  Estimated Accuracy
 KO0296;SPC UT C     - 2,157,220.      339,960.      MT  (+/- 180 meters Scaled)
 KO0296
 KO0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK971009(NAD 83)
 KO0296
 KO0296                          SUPERSEDED SURVEY CONTROL
 KO0296
 KO0296  NGVD 29 (??/??/92) 1326.052  (m)         4350.56   (f) ADJ UNCH    2 0
 KO0296
 KO0296.Superseded values are not recommended for survey control.
 KO0296
 KO0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0296.See file dsdata.pdf to determine how the superseded data were derived.
 KO0296
 KO0296_MARKER: DB = BENCH MARK DISK
 KO0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0296_STAMPING: E 79 1934
 KO0296_MARK LOGO: CGS
 KO0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0296+STABILITY: SURFACE MOTION
 KO0296
 KO0296  HISTORY     - Date     Condition        Report By
 KO0296  HISTORY     - 1934     MONUMENTED       CGS
 KO0296  HISTORY     - 1967     GOOD             USGS
 KO0296
 KO0296                          STATION DESCRIPTION
 KO0296
 KO0296'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 KO0296'11.4 MI SE FROM FISH SPRINGS.
 KO0296'11.4 MI SE ALONG THE HINCKLEY-CALLAO ROAD FROM FISH SPRINGS.  FISH
 KO0296'SPRINGS NATIONAL WILDLIFE REFUGE HEADQUARTERS 1.2 MI SOUTH OF ALONG
 KO0296'PONY EXPRESS ROAD, THENCE 6.0 MI. SOUTH ALONG TRACK ROAD ON WEST SIDE
 KO0296'OF FISH SPRINGS FLAT, THENCE 0.8 MI SE ALONG OLD HINCKLEY-CALLAO ROAD,
 KO0296'28 FT SW OF ABANDONED TRACK ROAD.  PROJECTING 0.4 FT.  SET IN TOP OF
 KO0296'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0310 ***********************************************************************
 KO0310  DESIGNATION -  E 81
 KO0310  PID         -  KO0310
 KO0310  STATE/COUNTY-  UT/JUAB
 KO0310  COUNTRY     -  US
 KO0310  USGS QUAD   -  FISH SPRINGS NE (2017)
 KO0310
 KO0310                         *CURRENT SURVEY CONTROL
 KO0310  ______________________________________________________________________
 KO0310* NAD 83(1986) POSITION- 39 52 48.     (N) 113 16 00.     (W)   SCALED
 KO0310* NAVD 88 ORTHO HEIGHT -  1335.537 (meters)     4381.67  (feet) ADJUSTED
 KO0310  ______________________________________________________________________
 KO0310  GEOID HEIGHT    -        -19.228 (meters)                     GEOID18
 KO0310  DYNAMIC HEIGHT  -       1334.408 (meters)     4377.97  (feet) COMP
 KO0310  MODELED GRAVITY -    979,734.4   (mgal)                       NAVD 88
 KO0310
 KO0310  VERT ORDER      -  SECOND    CLASS 0
 KO0310
 KO0310.The horizontal coordinates were scaled from a map and have
 KO0310.an estimated accuracy of +/- 6 seconds.
 KO0310
 KO0310.The orthometric height was determined by differential leveling and
 KO0310.adjusted by the NATIONAL GEODETIC SURVEY
 KO0310.in June 1991.
 KO0310
 KO0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0310.GEOID18 height accuracy estimate available here.
 KO0310
 KO0310.Click photographs - Photos may exist for this station.
 KO0310
 KO0310.The dynamic height is computed by dividing the NAVD 88
 KO0310.geopotential number by the normal gravity value computed on the
 KO0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0310.degrees latitude (g = 980.6199 gals.).
 KO0310
 KO0310.The modeled gravity was interpolated from observed gravity values.
 KO0310
 KO0310;                    North         East    Units  Estimated Accuracy
 KO0310;SPC UT C     - 2,173,200.      348,900.      MT  (+/- 180 meters Scaled)
 KO0310
 KO0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK061168(NAD 83)
 KO0310
 KO0310                          SUPERSEDED SURVEY CONTROL
 KO0310
 KO0310  NGVD 29 (??/??/92) 1334.516  (m)         4378.32   (f) ADJ UNCH    2 0
 KO0310
 KO0310.Superseded values are not recommended for survey control.
 KO0310
 KO0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0310.See file dsdata.pdf to determine how the superseded data were derived.
 KO0310
 KO0310_MARKER: DB = BENCH MARK DISK
 KO0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0310_STAMPING: E 81 1934
 KO0310_MARK LOGO: CGS
 KO0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0310+STABILITY: SURFACE MOTION
 KO0310
 KO0310  HISTORY     - Date     Condition        Report By
 KO0310  HISTORY     - 1934     MONUMENTED       CGS
 KO0310  HISTORY     - 1967     GOOD             USGS
 KO0310
 KO0310                          STATION DESCRIPTION
 KO0310
 KO0310'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 KO0310'9.3 MI NE FROM FISH SPRINGS.
 KO0310'FISH SPRINGS NATIONAL WILDLIFE REFUGE HEADQUARTERS, 10.4 MI. SOUTH AND
 KO0310'EAST OF ALONG PONY EXPRESS ROAD, ABOUT 210 FT. NORTH OF MAIN ROAD, 96
 KO0310'FT. NE OF TRACK ROAD FORK.  PROJECTING 0.8 FT. AND SET IN THE TOP OF A
 KO0310'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0136 ***********************************************************************
 LQ0136  DESIGNATION -  E 83
 LQ0136  PID         -  LQ0136
 LQ0136  STATE/COUNTY-  UT/TOOELE
 LQ0136  COUNTRY     -  US
 LQ0136  USGS QUAD   -  LEPPY PEAK (2018)
 LQ0136
 LQ0136                         *CURRENT SURVEY CONTROL
 LQ0136  ______________________________________________________________________
 LQ0136* NAD 83(1986) POSITION- 40 47 54.     (N) 114 00 07.     (W)   SCALED
 LQ0136* NAVD 88 ORTHO HEIGHT -  1484.333 (meters)     4869.85  (feet) ADJUSTED
 LQ0136  ______________________________________________________________________
 LQ0136  GEOID HEIGHT    -        -17.951 (meters)                     GEOID18
 LQ0136  DYNAMIC HEIGHT  -       1483.208 (meters)     4866.16  (feet) COMP
 LQ0136  MODELED GRAVITY -    979,813.7   (mgal)                       NAVD 88
 LQ0136
 LQ0136  VERT ORDER      -  SECOND    CLASS 0
 LQ0136
 LQ0136.The horizontal coordinates were scaled from a map and have
 LQ0136.an estimated accuracy of +/- 6 seconds.
 LQ0136
 LQ0136.The orthometric height was determined by differential leveling and
 LQ0136.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0136.in June 1991.
 LQ0136
 LQ0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0136.GEOID18 height accuracy estimate available here.
 LQ0136
 LQ0136.Click photographs - Photos may exist for this station.
 LQ0136
 LQ0136.The dynamic height is computed by dividing the NAVD 88
 LQ0136.geopotential number by the normal gravity value computed on the
 LQ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0136.degrees latitude (g = 980.6199 gals.).
 LQ0136
 LQ0136.The modeled gravity was interpolated from observed gravity values.
 LQ0136
 LQ0136;                    North         East    Units  Estimated Accuracy
 LQ0136;SPC UT C     - 2,276,630.      288,880.      MT  (+/- 180 meters Scaled)
 LQ0136
 LQ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF529206(NAD 83)
 LQ0136
 LQ0136                          SUPERSEDED SURVEY CONTROL
 LQ0136
 LQ0136  NGVD 29 (??/??/92) 1483.377  (m)         4866.71   (f) ADJ UNCH    2 0
 LQ0136
 LQ0136.Superseded values are not recommended for survey control.
 LQ0136
 LQ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0136.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0136
 LQ0136_MARKER: DB = BENCH MARK DISK
 LQ0136_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0136_STAMPING: E 83 1958
 LQ0136_MARK LOGO: CGS
 LQ0136_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0136+STABILITY: POSITION/ELEVATION WELL
 LQ0136
 LQ0136  HISTORY     - Date     Condition        Report By
 LQ0136  HISTORY     - 1958     MONUMENTED       CGS
 LQ0136  HISTORY     - 19980806 GOOD             NIMA
 LQ0136
 LQ0136                          STATION DESCRIPTION
 LQ0136
 LQ0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0136'6.1 MI N FROM WENDOVER.
 LQ0136'0.9 MILE EAST ALONG U.S. HIGHWAY 40 AND 50 ALTERNATE FROM THE
 LQ0136'NEVADA-UTAH STATE LINE AT WENDOVER, THENCE 5.1 MILES NORTH ALONG A
 LQ0136'GRAVEL ROAD, THENCE 0.1 MILE NORTH ALONG A DIRT ROAD, 0.1 MILE NORTH
 LQ0136'OF THE JUNCTIONS OF GRAVEL ROADS NORTHWEST AND NORTH-NORTHEAST, AT THE
 LQ0136'SOUTHWEST END OF AN OUTCROP COVERED HILL, IN THE TOP OF A 6- BY 8-FOOT
 LQ0136'RUST COLORED SANDSTONE OUTCROP WHICH PROJECTS ABOUT 2 FEET ABOVE THE
 LQ0136'GROUND, 51 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 4 FEET
 LQ0136'HIGHER THAN THE ROAD.
 LQ0136
 LQ0136                          STATION RECOVERY (1998)
 LQ0136
 LQ0136'RECOVERY NOTE BY NATIONAL IMAGERY + MAPPING AGENCY 1998 (JDT)
 LQ0136'GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0387 ***********************************************************************
 MS0387  DESIGNATION -  E 84
 MS0387  PID         -  MS0387
 MS0387  STATE/COUNTY-  UT/BOX ELDER
 MS0387  COUNTRY     -  US
 MS0387  USGS QUAD   -  CRATER ISLAND NW (2017)
 MS0387
 MS0387                         *CURRENT SURVEY CONTROL
 MS0387  ______________________________________________________________________
 MS0387* NAD 83(1986) POSITION- 41 11 14.     (N) 113 54 59.     (W)   SCALED
 MS0387* NAVD 88 ORTHO HEIGHT -  1389.332 (meters)     4558.17  (feet) ADJUSTED
 MS0387  ______________________________________________________________________
 MS0387  GEOID HEIGHT    -        -17.117 (meters)                     GEOID18
 MS0387  DYNAMIC HEIGHT  -       1388.323 (meters)     4554.86  (feet) COMP
 MS0387  MODELED GRAVITY -    979,848.9   (mgal)                       NAVD 88
 MS0387
 MS0387  VERT ORDER      -  SECOND    CLASS 0
 MS0387
 MS0387.The horizontal coordinates were scaled from a map and have
 MS0387.an estimated accuracy of +/- 6 seconds.
 MS0387
 MS0387.The orthometric height was determined by differential leveling and
 MS0387.adjusted by the NATIONAL GEODETIC SURVEY
 MS0387.in June 1991.
 MS0387
 MS0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0387.GEOID18 height accuracy estimate available here.
 MS0387
 MS0387.Click photographs - Photos may exist for this station.
 MS0387
 MS0387.The dynamic height is computed by dividing the NAVD 88
 MS0387.geopotential number by the normal gravity value computed on the
 MS0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0387.degrees latitude (g = 980.6199 gals.).
 MS0387
 MS0387.The modeled gravity was interpolated from observed gravity values.
 MS0387
 MS0387;                    North         East    Units  Estimated Accuracy
 MS0387;SPC UT N     - 1,097,640.      297,310.      MT  (+/- 180 meters Scaled)
 MS0387
 MS0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL554636(NAD 83)
 MS0387
 MS0387                          SUPERSEDED SURVEY CONTROL
 MS0387
 MS0387  NGVD 29 (??/??/92) 1388.335  (m)         4554.90   (f) ADJ UNCH    2 0
 MS0387
 MS0387.Superseded values are not recommended for survey control.
 MS0387
 MS0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0387.See file dsdata.pdf to determine how the superseded data were derived.
 MS0387
 MS0387_MARKER: DB = BENCH MARK DISK
 MS0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0387_STAMPING: E 84 1958
 MS0387_MARK LOGO: CGS
 MS0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0387+STABILITY: SURFACE MOTION
 MS0387
 MS0387  HISTORY     - Date     Condition        Report By
 MS0387  HISTORY     - 1958     MONUMENTED       CGS
 MS0387
 MS0387                          STATION DESCRIPTION
 MS0387
 MS0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MS0387'11.75 MI S FROM LUCIN.
 MS0387'11.75 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT LUCIN,
 MS0387'0.25 MILE NORTH OF THE INTERSECTION OF A TRACK ROAD, 0.1 MILE SOUTH OF
 MS0387'A DIP, 58 FEET EAST OF THE CENTER LINE OF THE ROAD, 59 FEET SOUTHWEST
 MS0387'OF THE CENTER OF A SMALL NORTHWEST-SOUTHEAST WASH, 2.1 FEET WEST OF A
 MS0387'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 MS0387'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0503 ***********************************************************************
 LO0503  DESIGNATION -  E 85
 LO0503  PID         -  LO0503
 LO0503  STATE/COUNTY-  UT/UTAH
 LO0503  COUNTRY     -  US
 LO0503  USGS QUAD   -  BRIDAL VEIL FALLS (2017)
 LO0503
 LO0503                         *CURRENT SURVEY CONTROL
 LO0503  ______________________________________________________________________
 LO0503* NAD 83(1986) POSITION- 40 21 53.     (N) 111 33 24.     (W)   SCALED
 LO0503* NAVD 88 ORTHO HEIGHT -  1591.690 (meters)     5222.07  (feet) ADJUSTED
 LO0503  ______________________________________________________________________
 LO0503  GEOID HEIGHT    -        -16.095 (meters)                     GEOID18
 LO0503  DYNAMIC HEIGHT  -       1590.263 (meters)     5217.39  (feet) COMP
 LO0503  MODELED GRAVITY -    979,672.8   (mgal)                       NAVD 88
 LO0503
 LO0503  VERT ORDER      -  SECOND    CLASS 0
 LO0503
 LO0503.The horizontal coordinates were scaled from a map and have
 LO0503.an estimated accuracy of +/- 6 seconds.
 LO0503
 LO0503.The orthometric height was determined by differential leveling and
 LO0503.adjusted by the NATIONAL GEODETIC SURVEY
 LO0503.in June 1991.
 LO0503
 LO0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0503.GEOID18 height accuracy estimate available here.
 LO0503
 LO0503.Click photographs - Photos may exist for this station.
 LO0503
 LO0503.The dynamic height is computed by dividing the NAVD 88
 LO0503.geopotential number by the normal gravity value computed on the
 LO0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0503.degrees latitude (g = 980.6199 gals.).
 LO0503
 LO0503.The modeled gravity was interpolated from observed gravity values.
 LO0503
 LO0503;                    North         East    Units  Estimated Accuracy
 LO0503;SPC UT C     - 2,225,530.      495,190.      MT  (+/- 180 meters Scaled)
 LO0503
 LO0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK527683(NAD 83)
 LO0503
 LO0503                          SUPERSEDED SURVEY CONTROL
 LO0503
 LO0503  NGVD 29 (??/??/92) 1590.586  (m)         5218.45   (f) ADJ UNCH    2 0
 LO0503
 LO0503.Superseded values are not recommended for survey control.
 LO0503
 LO0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0503.See file dsdata.pdf to determine how the superseded data were derived.
 LO0503
 LO0503_MARKER: DB = BENCH MARK DISK
 LO0503_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0503_SP_SET: BRIDGE
 LO0503_STAMPING: E 85 1934
 LO0503_MARK LOGO: CGS
 LO0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0503
 LO0503  HISTORY     - Date     Condition        Report By
 LO0503  HISTORY     - 1934     MONUMENTED       CGS
 LO0503
 LO0503                          STATION DESCRIPTION
 LO0503
 LO0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0503'1.5 MI NE FROM PROVO.
 LO0503'1-1/2 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 LO0503'FROM THE STATION SIGN AT VIVIAN PARK, UTAH COUNTY, 100 FEET NORTH OF
 LO0503'WILDWOOD INN, NEAR A FOOT-BRIDGE OVER A CREEK, 120 FEET WEST OF THE
 LO0503'CENTERLINE OF THE TRACK, AT A CONCRETE HIGHWAY BRIDGE, AND IN THE TOP
 LO0503'OF THE NORTHWEST CURB.  A STANDARD DISK, STAMPED E 85 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0058 ***********************************************************************
 KO0058  DESIGNATION -  E 86
 KO0058  PID         -  KO0058
 KO0058  STATE/COUNTY-  UT/JUAB
 KO0058  COUNTRY     -  US
 KO0058  USGS QUAD   -  TINTIC JUNCTION (2017)
 KO0058
 KO0058                         *CURRENT SURVEY CONTROL
 KO0058  ______________________________________________________________________
 KO0058* NAD 83(2011) POSITION- 39 55 28.84149(N) 112 09 59.18686(W)   ADJUSTED
 KO0058* NAD 83(2011) ELLIP HT-  1769.867 (meters)        (06/27/12)   ADJUSTED
 KO0058* NAD 83(2011) EPOCH   -  2010.00
 KO0058* NAVD 88 ORTHO HEIGHT -  1787.637 (meters)     5864.94  (feet) ADJUSTED
 KO0058  ______________________________________________________________________
 KO0058  GEOID HEIGHT    -        -17.770 (meters)                     GEOID18
 KO0058  NAD 83(2011) X  - -1,848,549.658 (meters)                     COMP
 KO0058  NAD 83(2011) Y  - -4,537,327.635 (meters)                     COMP
 KO0058  NAD 83(2011) Z  -  4,072,711.265 (meters)                     COMP
 KO0058  LAPLACE CORR    -          4.19  (seconds)                    DEFLEC18
 KO0058  DYNAMIC HEIGHT  -       1785.924 (meters)     5859.32  (feet) COMP
 KO0058  MODELED GRAVITY -    979,604.4   (mgal)                       NAVD 88
 KO0058  OBS GRAVITY     -    979,604.6   (mgal)                       GRAV_OBS
 KO0058
 KO0058  VERT ORDER      -  FIRST     CLASS I
 KO0058
 KO0058  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KO0058  Standards:
 KO0058         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KO0058            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KO0058  -------------------------------------------------------------------
 KO0058  NETWORK    0.56   1.61           0.25   0.20   0.82     -0.08511294
 KO0058  -------------------------------------------------------------------
 KO0058  Click here for local accuracies and other accuracy information.
 KO0058
 KO0058.The horizontal coordinates were established by GPS observations
 KO0058.and adjusted by the National Geodetic Survey in June 2012.
 KO0058
 KO0058.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KO0058.been affixed to the stable North American tectonic plate. See 
 KO0058.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KO0058
 KO0058.The horizontal coordinates are valid at the epoch date displayed above
 KO0058.which is a decimal equivalence of Year/Month/Day.
 KO0058
 KO0058.The orthometric height was determined by differential leveling and
 KO0058.adjusted by the NATIONAL GEODETIC SURVEY
 KO0058.in June 1991.
 KO0058
 KO0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0058.GEOID18 height accuracy estimate available here.
 KO0058
 KO0058.Click photographs - Photos may exist for this station.
 KO0058
 KO0058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KO0058
 KO0058.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0058
 KO0058.The ellipsoidal height was determined by GPS observations
 KO0058.and is referenced to NAD 83.
 KO0058
 KO0058.The dynamic height is computed by dividing the NAVD 88
 KO0058.geopotential number by the normal gravity value computed on the
 KO0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0058.degrees latitude (g = 980.6199 gals.).
 KO0058
 KO0058.The modeled gravity was interpolated from observed gravity values.
 KO0058
 KO0058.The observed gravity was obtained from relative gravimeter ties
 KO0058.to the IGSN71 gravity network.
 KO0058
 KO0058. The following values were computed from the NAD 83(2011) position.
 KO0058
 KO0058;                    North         East     Units Scale Factor Converg.
 KO0058;SPC UT C     - 2,176,881.120   443,033.792   MT  0.99990004   -0 25 36.9
 KO0058;SPC UT C     - 7,141,984.14  1,453,520.03   sFT  0.99990004   -0 25 36.9
 KO0058;UTM  12      - 4,420,048.507   400,322.423   MT  0.99972231   -0 44 55.2
 KO0058
 KO0058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0058!SPC UT C     -   0.99972242  x   0.99990004  =   0.99962249
 KO0058!UTM  12      -   0.99972242  x   0.99972231  =   0.99944481
 KO0058
 KO0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK0032220048(NAD 83)
 KO0058
 KO0058                          SUPERSEDED SURVEY CONTROL
 KO0058
 KO0058  NAD 83(2007)-  39 55 28.84119(N)    112 09 59.18695(W) AD(2002.00) A
 KO0058  ELLIP H (05/19/09) 1769.875  (m)                       GP(2002.00) 3 1
 KO0058  NAD 83(1994)-  39 55 28.84100(N)    112 09 59.18681(W) AD(       ) A
 KO0058  ELLIP H (09/19/06) 1769.866  (m)                       GP(       ) 3 1
 KO0058  NAVD 88 (09/19/06) 1787.6    (m)  GEOID03  model used  GPS OBS        
 KO0058
 KO0058.Superseded values are not recommended for survey control.
 KO0058
 KO0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0058.See file dsdata.pdf to determine how the superseded data were derived.
 KO0058
 KO0058_MARKER: DB = BENCH MARK DISK
 KO0058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KO0058_SP_SET: FOUNDATION
 KO0058_STAMPING: E 86 1934
 KO0058_MAGNETIC: N = NO MAGNETIC MATERIAL
 KO0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KO0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0058+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 KO0058
 KO0058  HISTORY     - Date     Condition        Report By
 KO0058  HISTORY     - 1934     MONUMENTED       CGS
 KO0058  HISTORY     - 1970     GOOD             NGS
 KO0058  HISTORY     - 20060726 GOOD             SUNENG
 KO0058
 KO0058                          STATION DESCRIPTION
 KO0058
 KO0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0058'IN TINTIC JUNCTION.
 KO0058'AT TINTIC JUNCTION, ALONG THE UNION PACIFIC RAILROAD, 1 POLE NORTHWEST
 KO0058'OF THE ROAD CROSSING, 103 FEET NORTH OF THE NORTH CORNER OF THE
 KO0058'STATION, 131.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK,
 KO0058'5.5 FEET SOUTHWEST OF THE WEST CORNER OF A WHITE FRAME BUILDING, IN
 KO0058'THE TOP OF THE SOUTHWEST SIDE OF THE CIRCULAR CONCRETE FOUNDATION FOR
 KO0058'A FORMER WATER TANK, 0.5 FOOT NORTHEAST OF THE SOUTHWEST SIDE OF THE
 KO0058'FOUNDATION, 1.5 FEET NORTHWEST OF THE NORTHWEST FACE OF THE BUILDING
 KO0058'AND ABOUT LEVEL WITH THE TRACK.  SEC 27, T 3W, R 10S.
 KO0058
 KO0058                          STATION RECOVERY (2006)
 KO0058
 KO0058'RECOVERY NOTE BY SUNRISE ENGINEERING 2006 (BLC)
 KO0058'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY WINDESC.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0115 ***********************************************************************
 LP0115  DESIGNATION -  E 87
 LP0115  PID         -  LP0115
 LP0115  STATE/COUNTY-  UT/TOOELE
 LP0115  COUNTRY     -  US
 LP0115  USGS QUAD   -  SALT MOUNTAIN (2017)
 LP0115
 LP0115                         *CURRENT SURVEY CONTROL
 LP0115  ______________________________________________________________________
 LP0115* NAD 83(1986) POSITION- 40 34 34.     (N) 112 43 52.     (W)   SCALED
 LP0115* NAVD 88 ORTHO HEIGHT -  1335.116 (meters)     4380.29  (feet) ADJUSTED
 LP0115  ______________________________________________________________________
 LP0115  GEOID HEIGHT    -        -17.548 (meters)                     GEOID18
 LP0115  DYNAMIC HEIGHT  -       1334.061 (meters)     4376.83  (feet) COMP
 LP0115  MODELED GRAVITY -    979,788.6   (mgal)                       NAVD 88
 LP0115
 LP0115  VERT ORDER      -  SECOND    CLASS 0
 LP0115
 LP0115.The horizontal coordinates were scaled from a map and have
 LP0115.an estimated accuracy of +/- 6 seconds.
 LP0115
 LP0115.The orthometric height was determined by differential leveling and
 LP0115.adjusted by the NATIONAL GEODETIC SURVEY
 LP0115.in June 1991.
 LP0115
 LP0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0115.GEOID18 height accuracy estimate available here.
 LP0115
 LP0115.Click photographs - Photos may exist for this station.
 LP0115
 LP0115.The dynamic height is computed by dividing the NAVD 88
 LP0115.geopotential number by the normal gravity value computed on the
 LP0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0115.degrees latitude (g = 980.6199 gals.).
 LP0115
 LP0115.The modeled gravity was interpolated from observed gravity values.
 LP0115
 LP0115;                    North         East    Units  Estimated Accuracy
 LP0115;SPC UT C     - 2,249,720.      395,770.      MT  (+/- 180 meters Scaled)
 LP0115
 LP0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK534931(NAD 83)
 LP0115
 LP0115                          SUPERSEDED SURVEY CONTROL
 LP0115
 LP0115  NGVD 29 (??/??/92) 1334.078  (m)         4376.89   (f) ADJ UNCH    2 0
 LP0115
 LP0115.Superseded values are not recommended for survey control.
 LP0115
 LP0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0115.See file dsdata.pdf to determine how the superseded data were derived.
 LP0115
 LP0115_MARKER: DB = BENCH MARK DISK
 LP0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0115_STAMPING: E 87 1934
 LP0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0115+STABILITY: SURFACE MOTION
 LP0115
 LP0115  HISTORY     - Date     Condition        Report By
 LP0115  HISTORY     - 1934     MONUMENTED       CGS
 LP0115  HISTORY     - 1981     GOOD             USGS
 LP0115
 LP0115                          STATION DESCRIPTION
 LP0115
 LP0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0115'12.5 MI S FROM TIMPIE.
 LP0115'ABOUT 12.5 MILES SOUTH ALONG THE ROAD TO ORRS RANCH FROM THE JUNCTION
 LP0115'WITH U.S. HIGHWAY 40 AT TIMPIE, TOOELE COUNTY, ABOUT 125 FEET NORTH OF
 LP0115'THE INTERSECTION WITH A ROAD LEADING NORTHEAST, AND 15 FEET EAST OF
 LP0115'THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED E 87 1934 AND
 LP0115'SET IN THE TOP OF A CONCRETE POST.
 LP0115
 LP0115                          STATION RECOVERY (1981)
 LP0115
 LP0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LP0115'APPROXIMATELY 13.15 MILES SOUTH ALONG THE SKULL VALLEY ROAD FROM
 LP0115'TIMPIE (I-80 AT DUGWAY EXIT) TO OLD ROAD ON RIGHT. DRIVE NORTH ON OLD
 LP0115'ROAD FOR 0.65 MILE TO BENCHMARK ON RIGHT (ABOUT 125 FEET NORTH OF OLD
 LP0115'NE-SW ROAD), IN NW 1/4, NE 1/4 SECTION 10- T 3 S, R 8 W. SET IN THE
 LP0115'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0015 ***********************************************************************
 LP0015  DESIGNATION -  E 88
 LP0015  PID         -  LP0015
 LP0015  STATE/COUNTY-  UT/TOOELE
 LP0015  COUNTRY     -  US
 LP0015  USGS QUAD   -  MILLS JUNCTION (2017)
 LP0015
 LP0015                         *CURRENT SURVEY CONTROL
 LP0015  ______________________________________________________________________
 LP0015* NAD 83(1986) POSITION- 40 40 08.12   (N) 112 15 21.51   (W)   HD_HELD1
 LP0015* NAVD 88 ORTHO HEIGHT -  1335.354 (meters)     4381.07  (feet) ADJUSTED
 LP0015  ______________________________________________________________________
 LP0015  GEOID HEIGHT    -        -17.288 (meters)                     GEOID18
 LP0015  DYNAMIC HEIGHT  -       1334.314 (meters)     4377.66  (feet) COMP
 LP0015  MODELED GRAVITY -    979,798.9   (mgal)                       NAVD 88
 LP0015
 LP0015  VERT ORDER      -  FIRST     CLASS I
 LP0015
 LP0015.The horizontal coordinates were determined by differentially corrected
 LP0015.hand held GPS observations or other comparable positioning techniques
 LP0015.and have an estimated accuracy of +/- 3 meters.
 LP0015
 LP0015.The orthometric height was determined by differential leveling and
 LP0015.adjusted by the NATIONAL GEODETIC SURVEY
 LP0015.in June 1991.
 LP0015
 LP0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0015.GEOID18 height accuracy estimate available here.
 LP0015
 LP0015.Click photographs - Photos may exist for this station.
 LP0015
 LP0015.The dynamic height is computed by dividing the NAVD 88
 LP0015.geopotential number by the normal gravity value computed on the
 LP0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0015.degrees latitude (g = 980.6199 gals.).
 LP0015
 LP0015.The modeled gravity was interpolated from observed gravity values.
 LP0015
 LP0015;                    North         East    Units  Estimated Accuracy
 LP0015;SPC UT C     - 2,259,575.0     436,079.2     MT  (+/- 3 meters HH1 GPS) 
 LP0015
 LP0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL9384202763(NAD 83)
 LP0015
 LP0015                          SUPERSEDED SURVEY CONTROL
 LP0015
 LP0015  NGVD 29 (??/??/92) 1334.317  (m)         4377.67   (f) ADJ UNCH    1 1
 LP0015
 LP0015.Superseded values are not recommended for survey control.
 LP0015
 LP0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0015.See file dsdata.pdf to determine how the superseded data were derived.
 LP0015
 LP0015_MARKER: DB = BENCH MARK DISK
 LP0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0015_STAMPING: E 88 1934
 LP0015_MARK LOGO: CGS
 LP0015_PROJECTION: FLUSH
 LP0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0015+STABILITY: SURFACE MOTION
 LP0015
 LP0015  HISTORY     - Date     Condition        Report By
 LP0015  HISTORY     - 1934     MONUMENTED       CGS
 LP0015  HISTORY     - 1970     GOOD             NGS
 LP0015
 LP0015                          STATION DESCRIPTION
 LP0015
 LP0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0015'IN MORRIS.
 LP0015'AT MORRIS, TOOELE COUNTY, ON THE UNION PACIFIC RAILROAD, NORTH OF THE
 LP0015'STATION SIGN, AND 3 FEET SOUTH OF A FENCE CORNER WEST OF THE TRACK. A
 LP0015'STANDARD DISK, STAMPED E 88 1934 AND SET IN THE TOP OF A CONCRETE
 LP0015'POST.
 LP0015
 LP0015                          STATION RECOVERY (1970)
 LP0015
 LP0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LP0015'0.5 MILE NORTH ALONG 9180 WEST STREET FROM WEBSTER SCHOOL AT MAGNA
 LP0015'THENCE 5.4 MILES WEST ALONG U.S. HIGHWAY 40 AND 50 ALTERNATE, THENCE
 LP0015'5.65 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD, 13/4 POLES
 LP0015'NORTHEAST OF MILE POST 760.50, 47 FEET NORTHWEST OF THE NORTHWEST
 LP0015'RAIL, 156.5 FEET NORTHEAST OF BENCH MARK W 173, 8 1/2 FEET SOUTHWEST
 LP0015'OF A CONCRETE CORNER FENCE POST, 39 1/2 FEET WEST OF A TELEPHONE POLE,
 LP0015'1.6 FEET NORTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 LP0015'TRACK AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. SEC 1,
 LP0015'T 4W, R 2S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0029 ***********************************************************************
 MS0029  DESIGNATION -  E 90
 MS0029  PID         -  MS0029
 MS0029  STATE/COUNTY-  UT/BOX ELDER
 MS0029  COUNTRY     -  US
 MS0029  USGS QUAD   -  HONEYVILLE (2017)
 MS0029
 MS0029                         *CURRENT SURVEY CONTROL
 MS0029  ______________________________________________________________________
 MS0029* NAD 83(1986) POSITION- 41 40 00.1    (N) 112 05 30.0    (W)   HD_HELD2
 MS0029* NAVD 88 ORTHO HEIGHT -  1310.738 (meters)     4300.31  (feet) ADJUSTED
 MS0029  ______________________________________________________________________
 MS0029  GEOID HEIGHT    -        -15.785 (meters)                     GEOID18
 MS0029  DYNAMIC HEIGHT  -       1309.827 (meters)     4297.32  (feet) COMP
 MS0029  MODELED GRAVITY -    979,882.5   (mgal)                       NAVD 88
 MS0029
 MS0029  VERT ORDER      -  FIRST     CLASS I
 MS0029
 MS0029.The horizontal coordinates were established by autonomous hand held GPS
 MS0029.observations and have an estimated accuracy of +/- 10 meters.
 MS0029
 MS0029.The orthometric height was determined by differential leveling and
 MS0029.adjusted by the NATIONAL GEODETIC SURVEY
 MS0029.in June 1991.
 MS0029
 MS0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0029.GEOID18 height accuracy estimate available here.
 MS0029
 MS0029.Click photographs - Photos may exist for this station.
 MS0029
 MS0029.The dynamic height is computed by dividing the NAVD 88
 MS0029.geopotential number by the normal gravity value computed on the
 MS0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0029.degrees latitude (g = 980.6199 gals.).
 MS0029
 MS0029.The modeled gravity was interpolated from observed gravity values.
 MS0029
 MS0029;                    North         East    Units  Estimated Accuracy
 MS0029;SPC UT N     - 1,148,241.      450,726.      MT  (+/- 10 meters HH2 GPS)
 MS0029
 MS0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM0911913346(NAD 83)
 MS0029
 MS0029                          SUPERSEDED SURVEY CONTROL
 MS0029
 MS0029  NGVD 29 (??/??/92) 1309.740  (m)         4297.04   (f) ADJ UNCH    1 1
 MS0029
 MS0029.Superseded values are not recommended for survey control.
 MS0029
 MS0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0029.See file dsdata.pdf to determine how the superseded data were derived.
 MS0029
 MS0029_MARKER: DB = BENCH MARK DISK
 MS0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0029_STAMPING: E 90 1934
 MS0029_MARK LOGO: CGS
 MS0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0029+STABILITY: SURFACE MOTION
 MS0029
 MS0029  HISTORY     - Date     Condition        Report By
 MS0029  HISTORY     - 1934     MONUMENTED       CGS
 MS0029  HISTORY     - 1967     GOOD             CGS
 MS0029
 MS0029                          STATION DESCRIPTION
 MS0029
 MS0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0029'2.2 MI N FROM HONEYVILLE.
 MS0029'2.2 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 MS0029'A COUNTY ROAD AT HONEYVILLE, 1 1/2 POLES NORTH OF MILEPOLE 32.5 AT THE
 MS0029'CROSSING OF AN ASPHALT ROAD, 60.1 FEET WEST OF THE WEST RAIL, 22 FEET
 MS0029'SOUTH OF THE CENTER LINE OF THE ROAD, 18 FEET WEST OF THE WEST END OF
 MS0029'A WOODEN GATE, 22 FEET EAST OF THE T JUNCTION OF FENCES, 1.9 FEET
 MS0029'NORTH OF A FENCE, 1.0 FOOT WEST OF A WITNESS POST, ABOUT 1 1/2 FEET
 MS0029'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MS0029'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0578 ***********************************************************************
 LO0578  DESIGNATION -  E 91
 LO0578  PID         -  LO0578
 LO0578  STATE/COUNTY-  UT/SALT LAKE
 LO0578  COUNTRY     -  US
 LO0578  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0578
 LO0578                         *CURRENT SURVEY CONTROL
 LO0578  ______________________________________________________________________
 LO0578* NAD 83(1986) POSITION- 40 45 37.     (N) 111 54 31.     (W)   SCALED
 LO0578* NAVD 88 ORTHO HEIGHT -  1290.175 (meters)     4232.85  (feet) ADJUSTED
 LO0578  ______________________________________________________________________
 LO0578  GEOID HEIGHT    -        -16.915 (meters)                     GEOID18
 LO0578  DYNAMIC HEIGHT  -       1289.149 (meters)     4229.48  (feet) COMP
 LO0578  MODELED GRAVITY -    979,785.5   (mgal)                       NAVD 88
 LO0578
 LO0578  VERT ORDER      -  FIRST     CLASS I
 LO0578
 LO0578.The horizontal coordinates were scaled from a map and have
 LO0578.an estimated accuracy of +/- 6 seconds.
 LO0578
 LO0578.The orthometric height was determined by differential leveling and
 LO0578.adjusted by the NATIONAL GEODETIC SURVEY
 LO0578.in June 1991.
 LO0578
 LO0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0578.GEOID18 height accuracy estimate available here.
 LO0578
 LO0578.Click photographs - Photos may exist for this station.
 LO0578
 LO0578.The dynamic height is computed by dividing the NAVD 88
 LO0578.geopotential number by the normal gravity value computed on the
 LO0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0578.degrees latitude (g = 980.6199 gals.).
 LO0578
 LO0578.The modeled gravity was interpolated from observed gravity values.
 LO0578
 LO0578;                    North         East    Units  Estimated Accuracy
 LO0578;SPC UT C     - 2,269,530.      465,500.      MT  (+/- 180 meters Scaled)
 LO0578
 LO0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL233125(NAD 83)
 LO0578
 LO0578                          SUPERSEDED SURVEY CONTROL
 LO0578
 LO0578  NGVD 29 (??/??/92) 1289.238  (m)         4229.77   (f) ADJ UNCH    1 1
 LO0578
 LO0578.Superseded values are not recommended for survey control.
 LO0578
 LO0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0578.See file dsdata.pdf to determine how the superseded data were derived.
 LO0578
 LO0578_MARKER: DB = BENCH MARK DISK
 LO0578_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0578_SP_SET: PIER
 LO0578_STAMPING: E 91 1953
 LO0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0578
 LO0578  HISTORY     - Date     Condition        Report By
 LO0578  HISTORY     - 1953     MONUMENTED       CGS
 LO0578  HISTORY     - 1970     GOOD             NGS
 LO0578  HISTORY     - 19970914 MARK NOT FOUND   NGS
 LO0578
 LO0578                          STATION DESCRIPTION
 LO0578
 LO0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LO0578'IN SALT LAKE CITY.
 LO0578'AT SALT LAKE CITY, AT THE INTERSECTION OF FOURTH SOUTH STREET AND
 LO0578'FIFTH WEST STREET, UNDER THE FOURTH SOUTH STREET VIADUCT OVER THE
 LO0578'DENVER AND RIO GRANDE WESTERN RAILROAD, SET VERTICALLY IN THE CENTER
 LO0578'COLUMN OF THE FIRST PIER EAST OF THE RAILROAD AND WEST OF FIFTH WEST
 LO0578'STREET, 9.6 FEET EAST OF THE EAST RAIL OF A SPUR TRACK AND 1 FOOT
 LO0578'HIGHER THAN THE GROUND.  SEC 1, T 1 W, R 1 S.
 LO0578
 LO0578                          STATION RECOVERY (1997)
 LO0578
 LO0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 LO0578'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  THE OVERPASS HAS
 LO0578'BEEN REPLACED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0155 ***********************************************************************
 MS0155  DESIGNATION -  E 92
 MS0155  PID         -  MS0155
 MS0155  STATE/COUNTY-  UT/DAVIS
 MS0155  COUNTRY     -  US
 MS0155  USGS QUAD   -  CLEARFIELD (2017)
 MS0155
 MS0155                         *CURRENT SURVEY CONTROL
 MS0155  ______________________________________________________________________
 MS0155* NAD 83(1986) POSITION- 41 07 06.     (N) 112 05 04.     (W)   SCALED
 MS0155* NAVD 88 ORTHO HEIGHT -  1314.868 (meters)     4313.86  (feet) ADJUSTED
 MS0155  ______________________________________________________________________
 MS0155  GEOID HEIGHT    -        -17.058 (meters)                     GEOID18
 MS0155  DYNAMIC HEIGHT  -       1313.879 (meters)     4310.62  (feet) COMP
 MS0155  MODELED GRAVITY -    979,826.7   (mgal)                       NAVD 88
 MS0155
 MS0155  VERT ORDER      -  FIRST     CLASS II
 MS0155
 MS0155.The horizontal coordinates were scaled from a map and have
 MS0155.an estimated accuracy of +/- 6 seconds.
 MS0155
 MS0155.The orthometric height was determined by differential leveling and
 MS0155.adjusted by the NATIONAL GEODETIC SURVEY
 MS0155.in June 1991.
 MS0155
 MS0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0155.GEOID18 height accuracy estimate available here.
 MS0155
 MS0155.Click photographs - Photos may exist for this station.
 MS0155
 MS0155.The dynamic height is computed by dividing the NAVD 88
 MS0155.geopotential number by the normal gravity value computed on the
 MS0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0155.degrees latitude (g = 980.6199 gals.).
 MS0155
 MS0155.The modeled gravity was interpolated from observed gravity values.
 MS0155
 MS0155;                    North         East    Units  Estimated Accuracy
 MS0155;SPC UT N     - 1,087,340.      450,920.      MT  (+/- 180 meters Scaled)
 MS0155
 MS0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL089524(NAD 83)
 MS0155
 MS0155                          SUPERSEDED SURVEY CONTROL
 MS0155
 MS0155  NGVD 29 (??/??/92) 1313.970  (m)         4310.92   (f) ADJ UNCH    1 2
 MS0155
 MS0155.Superseded values are not recommended for survey control.
 MS0155
 MS0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0155.See file dsdata.pdf to determine how the superseded data were derived.
 MS0155
 MS0155_MARKER: DB = BENCH MARK DISK
 MS0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0155_STAMPING: E 92 1953
 MS0155_MARK LOGO: CGS
 MS0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0155+STABILITY: SURFACE MOTION
 MS0155
 MS0155  HISTORY     - Date     Condition        Report By
 MS0155  HISTORY     - 1953     MONUMENTED       CGS
 MS0155  HISTORY     - 1972     MARK NOT FOUND   USGS
 MS0155  HISTORY     - 1988     MARK NOT FOUND   USGS
 MS0155
 MS0155                          STATION DESCRIPTION
 MS0155
 MS0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0155'3.4 MI W FROM CLEARFIELD.
 MS0155'0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE AT
 MS0155'CLEARFIELD, THENCE 3.0 MILES WEST ALONG WEST POINT ROAD, 0.45 MILE
 MS0155'EAST OF THE WEST POINT WARD OF THE LATTER DAY SAINTS CHURCH, 263 FEET
 MS0155'WEST OF THE CENTER LINE OF A NORTH-SOUTH ASPHALT ROAD, 170 FEET WEST
 MS0155'OF THE WEST ONE OF 2 LARGE COTTONWOOD TREES IN THE FRONT YARD OF A
 MS0155'BRICK FARMHOUSE, 32.3 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4
 MS0155'FEET WEST OF A TELEPHONE POLE, 1.0 FOOT SOUTH OF A FENCE, 1.9 FEET
 MS0155'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 MS0155'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MS0155
 MS0155                          STATION RECOVERY (1972)
 MS0155
 MS0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MS0155'MARK NOT FOUND.
 MS0155
 MS0155                          STATION RECOVERY (1988)
 MS0155
 MS0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (GH)
 MS0155'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0115 ***********************************************************************
 MS0115  DESIGNATION -  E 93
 MS0115  PID         -  MS0115
 MS0115  STATE/COUNTY-  UT/BOX ELDER
 MS0115  COUNTRY     -  US
 MS0115  USGS QUAD   -  WILLARD (2017)
 MS0115
 MS0115                         *CURRENT SURVEY CONTROL
 MS0115  ______________________________________________________________________
 MS0115* NAD 83(1986) POSITION- 41 29 38.     (N) 112 02 19.     (W)   SCALED
 MS0115* NAVD 88 ORTHO HEIGHT -  1298.870 (meters)     4261.38  (feet) ADJUSTED
 MS0115  ______________________________________________________________________
 MS0115  GEOID HEIGHT    -        -16.140 (meters)                     GEOID18
 MS0115  DYNAMIC HEIGHT  -       1297.934 (meters)     4258.31  (feet) COMP
 MS0115  MODELED GRAVITY -    979,858.3   (mgal)                       NAVD 88
 MS0115
 MS0115  VERT ORDER      -  FIRST     CLASS II
 MS0115
 MS0115.The horizontal coordinates were scaled from a map and have
 MS0115.an estimated accuracy of +/- 6 seconds.
 MS0115
 MS0115.The orthometric height was determined by differential leveling and
 MS0115.adjusted by the NATIONAL GEODETIC SURVEY
 MS0115.in June 1991.
 MS0115
 MS0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0115.GEOID18 height accuracy estimate available here.
 MS0115
 MS0115.Click photographs - Photos may exist for this station.
 MS0115
 MS0115.The dynamic height is computed by dividing the NAVD 88
 MS0115.geopotential number by the normal gravity value computed on the
 MS0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0115.degrees latitude (g = 980.6199 gals.).
 MS0115
 MS0115.The modeled gravity was interpolated from observed gravity values.
 MS0115
 MS0115;                    North         East    Units  Estimated Accuracy
 MS0115;SPC UT N     - 1,129,020.      455,030.      MT  (+/- 180 meters Scaled)
 MS0115
 MS0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL133941(NAD 83)
 MS0115
 MS0115                          SUPERSEDED SURVEY CONTROL
 MS0115
 MS0115  NGVD 29 (??/??/92) 1297.872  (m)         4258.10   (f) ADJ UNCH    1 2
 MS0115
 MS0115.Superseded values are not recommended for survey control.
 MS0115
 MS0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0115.See file dsdata.pdf to determine how the superseded data were derived.
 MS0115
 MS0115_MARKER: DB = BENCH MARK DISK
 MS0115_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0115_SP_SET: CULVERT HEADWALL
 MS0115_STAMPING: E 93 1953
 MS0115_MARK LOGO: CGS
 MS0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0115+STABILITY: SURFACE MOTION
 MS0115
 MS0115  HISTORY     - Date     Condition        Report By
 MS0115  HISTORY     - 1953     MONUMENTED       CGS
 MS0115
 MS0115                          STATION DESCRIPTION
 MS0115
 MS0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0115'1.2 MI S FROM BRIGHAM CITY.
 MS0115'1.2 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MS0115'BRIGHAM CITY, 0.1 MILE (4 1/2 POLES) SOUTHWEST OF MILEPOLE 20, AT
 MS0115'30-INCH CAST IRON PIPE CULVERT 19.89, IN THE TOP OF THE NORTHEAST END
 MS0115'OF THE SOUTHEAST CEMENT STONE MASONRY HEAD WALL, 21.9 FEET SOUTHEAST
 MS0115'OF THE SOUTHEAST RAIL, AND ABOUT 9 FEET LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0080 ***********************************************************************
 MS0080  DESIGNATION -  E 94
 MS0080  PID         -  MS0080
 MS0080  STATE/COUNTY-  UT/BOX ELDER
 MS0080  COUNTRY     -  US
 MS0080  USGS QUAD   -  PUBLIC SHOOTING GROUNDS (2017)
 MS0080
 MS0080                         *CURRENT SURVEY CONTROL
 MS0080  ______________________________________________________________________
 MS0080* NAD 83(1986) POSITION- 41 36 39.     (N) 112 21 02.     (W)   SCALED
 MS0080* NAVD 88 ORTHO HEIGHT -  1294.519 (meters)     4247.10  (feet) ADJUSTED
 MS0080  ______________________________________________________________________
 MS0080  GEOID HEIGHT    -        -15.992 (meters)                     GEOID18
 MS0080  DYNAMIC HEIGHT  -       1293.634 (meters)     4244.20  (feet) COMP
 MS0080  MODELED GRAVITY -    979,895.0   (mgal)                       NAVD 88
 MS0080
 MS0080  VERT ORDER      -  FIRST     CLASS II
 MS0080
 MS0080.The horizontal coordinates were scaled from a map and have
 MS0080.an estimated accuracy of +/- 6 seconds.
 MS0080
 MS0080.The orthometric height was determined by differential leveling and
 MS0080.adjusted by the NATIONAL GEODETIC SURVEY
 MS0080.in June 1991.
 MS0080
 MS0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0080.GEOID18 height accuracy estimate available here.
 MS0080
 MS0080.Click photographs - Photos may exist for this station.
 MS0080
 MS0080.The dynamic height is computed by dividing the NAVD 88
 MS0080.geopotential number by the normal gravity value computed on the
 MS0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0080.degrees latitude (g = 980.6199 gals.).
 MS0080
 MS0080.The modeled gravity was interpolated from observed gravity values.
 MS0080
 MS0080;                    North         East    Units  Estimated Accuracy
 MS0080;SPC UT N     - 1,142,220.      429,110.      MT  (+/- 180 meters Scaled)
 MS0080
 MS0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM874074(NAD 83)
 MS0080
 MS0080                          SUPERSEDED SURVEY CONTROL
 MS0080
 MS0080  NGVD 29 (??/??/92) 1293.540  (m)         4243.89   (f) ADJ UNCH    1 2
 MS0080
 MS0080.Superseded values are not recommended for survey control.
 MS0080
 MS0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0080.See file dsdata.pdf to determine how the superseded data were derived.
 MS0080
 MS0080_MARKER: DB = BENCH MARK DISK
 MS0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0080_STAMPING: E 94 1953
 MS0080_MARK LOGO: CGS
 MS0080_PROJECTION: PROJECTING 9 CENTIMETERS
 MS0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0080+STABILITY: SURFACE MOTION
 MS0080
 MS0080  HISTORY     - Date     Condition        Report By
 MS0080  HISTORY     - 1953     MONUMENTED       CGS
 MS0080
 MS0080                          STATION DESCRIPTION
 MS0080
 MS0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0080'11.7 MI E FROM PROMONTORY.
 MS0080'1.8 MILES NORTHEAST ALONG A COUNTY GRAVELED ROAD FROM THE GOLDEN SPIKE
 MS0080'MONUMENT AT PROMONTORY, THENCE 9.9 MILES EAST ALONG STATE HIGHWAY 83.
 MS0080'13.3 MILES WEST OF CORINNE, ON TOP OF THE NORTHEAST BANK OF A
 MS0080'NORTHWEST-SOUTHEAST GRASSY FLAT, 117 FEET SOUTH OF THE CENTER LINE OF
 MS0080'THE HIGHWAY, 22 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE FLAT, 2.0
 MS0080'FEET WEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND
 MS0080'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 MS0080'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0081 ***********************************************************************
 MS0081  DESIGNATION -  E 94 RESET
 MS0081  PID         -  MS0081
 MS0081  STATE/COUNTY-  UT/BOX ELDER
 MS0081  COUNTRY     -  US
 MS0081  USGS QUAD   -  PUBLIC SHOOTING GROUNDS (2017)
 MS0081
 MS0081                         *CURRENT SURVEY CONTROL
 MS0081  ______________________________________________________________________
 MS0081* NAD 83(1986) POSITION- 41 36 38.49   (N) 112 21 01.41   (W)   HD_HELD1
 MS0081* NAVD 88 ORTHO HEIGHT -  1293.024 (meters)     4242.20  (feet) ADJUSTED
 MS0081  ______________________________________________________________________
 MS0081  GEOID HEIGHT    -        -15.993 (meters)                     GEOID18
 MS0081  DYNAMIC HEIGHT  -       1292.141 (meters)     4239.30  (feet) COMP
 MS0081  MODELED GRAVITY -    979,895.0   (mgal)                       NAVD 88
 MS0081
 MS0081  VERT ORDER      -  FIRST     CLASS II
 MS0081
 MS0081.The horizontal coordinates were determined by differentially corrected
 MS0081.hand held GPS observations or other comparable positioning techniques
 MS0081.and have an estimated accuracy of +/- 3 meters.
 MS0081
 MS0081.The orthometric height was determined by differential leveling and
 MS0081.adjusted by the NATIONAL GEODETIC SURVEY
 MS0081.in June 1991.
 MS0081
 MS0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0081.GEOID18 height accuracy estimate available here.
 MS0081
 MS0081.Click photographs - Photos may exist for this station.
 MS0081
 MS0081.The dynamic height is computed by dividing the NAVD 88
 MS0081.geopotential number by the normal gravity value computed on the
 MS0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0081.degrees latitude (g = 980.6199 gals.).
 MS0081
 MS0081.The modeled gravity was interpolated from observed gravity values.
 MS0081
 MS0081;                    North         East    Units  Estimated Accuracy
 MS0081;SPC UT N     - 1,142,200.2     429,119.4     MT  (+/- 3 meters HH1 GPS) 
 MS0081
 MS0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM8748307433(NAD 83)
 MS0081
 MS0081                          SUPERSEDED SURVEY CONTROL
 MS0081
 MS0081.No superseded survey control is available for this station.
 MS0081
 MS0081_MARKER: DB = BENCH MARK DISK
 MS0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0081_STAMPING: E 94 RESET 1961
 MS0081_MARK LOGO: CGS
 MS0081_PROJECTION: PROJECTING 5 CENTIMETERS
 MS0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0081+STABILITY: SURFACE MOTION
 MS0081
 MS0081  HISTORY     - Date     Condition        Report By
 MS0081  HISTORY     - 1961     MONUMENTED       CGS
 MS0081  HISTORY     - 1984     GOOD             NGS
 MS0081
 MS0081                          STATION DESCRIPTION
 MS0081
 MS0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MS0081'1.8 MI NE FROM PROMONTORY.
 MS0081'1.8 MILES NORTHEAST ALONG A COUNTY OIL ROAD FROM THE GOLDEN SPIKE
 MS0081'MONUMENT AT PROMONTORY THENCE 9.9 MILES EAST ALONG STATE HIGHWAY 83,
 MS0081'13.3 MILES WEST OF CORINNE, ON TOP OF A NORTHWEST-SOUTHEAST GRASSY
 MS0081'FLAT, 101 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 22 FEET
 MS0081'NORTHEAST OF THE NORTHEAST EDGE OF THE FLAT 2.0 EAST OF A WITNESS
 MS0081'POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 MS0081'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 MS0081
 MS0081                          STATION RECOVERY (1984)
 MS0081
 MS0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0081'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.54 KM
 MS0081'(6.55 MI) NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE IN
 MS0081'BRIGHAM CITY, THENCE 21.15 KM (13.15 MI) NORTHWEST ALONG STATE HIGHWAY
 MS0081'83, 31.1 METERS (102 FT) SOUTH OF THE HIGHWAY CENTERLINE, 146.7 METERS
 MS0081'(481 FT) EAST OF THE SOUTH END OF AN 18-INCH CORRUGATED METAL PIPE
 MS0081'CULVERT, 2.0 METERS (6.5 FT) SOUTHWEST OF THE WEST POST FOR A WOOD
 MS0081'BRACE IN THE SOUTH RIGHT OF WAY FENCE, 1.6 METERS (5.5 FT) NORTHEAST
 MS0081'OF THE NORTH POLE FOR A DOUBLE POWER POLE STRUCTURE AND 0.6 METER
 MS0081'(2 FT) SOUTH OF THE FENCE.
 MS0081'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 MS0081'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0271 ***********************************************************************
 MS0271  DESIGNATION -  E 95
 MS0271  PID         -  MS0271
 MS0271  STATE/COUNTY-  UT/BOX ELDER
 MS0271  COUNTRY     -  US
 MS0271  USGS QUAD   -  PEPLIN FLATS (2017)
 MS0271
 MS0271                         *CURRENT SURVEY CONTROL
 MS0271  ______________________________________________________________________
 MS0271* NAD 83(1986) POSITION- 41 43 42.     (N) 113 07 53.     (W)   SCALED
 MS0271* NAVD 88 ORTHO HEIGHT -  1286.273 (meters)     4220.05  (feet) ADJUSTED
 MS0271  ______________________________________________________________________
 MS0271  GEOID HEIGHT    -        -15.679 (meters)                     GEOID18
 MS0271  DYNAMIC HEIGHT  -       1285.417 (meters)     4217.24  (feet) COMP
 MS0271  MODELED GRAVITY -    979,912.6   (mgal)                       NAVD 88
 MS0271
 MS0271  VERT ORDER      -  FIRST     CLASS II
 MS0271
 MS0271.The horizontal coordinates were scaled from a map and have
 MS0271.an estimated accuracy of +/- 6 seconds.
 MS0271
 MS0271.The orthometric height was determined by differential leveling and
 MS0271.adjusted by the NATIONAL GEODETIC SURVEY
 MS0271.in June 1991.
 MS0271
 MS0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0271.GEOID18 height accuracy estimate available here.
 MS0271
 MS0271.Click photographs - Photos may exist for this station.
 MS0271
 MS0271.The dynamic height is computed by dividing the NAVD 88
 MS0271.geopotential number by the normal gravity value computed on the
 MS0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0271.degrees latitude (g = 980.6199 gals.).
 MS0271
 MS0271.The modeled gravity was interpolated from observed gravity values.
 MS0271
 MS0271;                    North         East    Units  Estimated Accuracy
 MS0271;SPC UT N     - 1,156,190.      364,270.      MT  (+/- 180 meters Scaled)
 MS0271
 MS0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM227218(NAD 83)
 MS0271
 MS0271                          SUPERSEDED SURVEY CONTROL
 MS0271
 MS0271  NGVD 29 (??/??/92) 1285.266  (m)         4216.74   (f) ADJ UNCH    1 2
 MS0271
 MS0271.Superseded values are not recommended for survey control.
 MS0271
 MS0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0271.See file dsdata.pdf to determine how the superseded data were derived.
 MS0271
 MS0271_MARKER: DB = BENCH MARK DISK
 MS0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0271_STAMPING: E 95 1953
 MS0271_MARK LOGO: CGS
 MS0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0271+STABILITY: SURFACE MOTION
 MS0271
 MS0271  HISTORY     - Date     Condition        Report By
 MS0271  HISTORY     - 1953     MONUMENTED       CGS
 MS0271
 MS0271                          STATION DESCRIPTION
 MS0271
 MS0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0271'1.7 MI SW FROM KELTON.
 MS0271'1.7 MILES SOUTHWEST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0271'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0271'KELTON, 0.2 MILE SOUTHWEST OF A 3- BY 3-FOOT STONE-AND-WOOD BOX
 MS0271'CULVERT, 121 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM MILEPOLE 732,
 MS0271'272 FEET SOUTH OF TELEPHONE POLE 31C, 80 FEET SOUTHEAST OF THE CENTER
 MS0271'LINE OF THE ROAD, 1.4 FEET NORTHWEST OF A WITNESS POST, ABOUT 5 FEET
 MS0271'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MS0271'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0300 ***********************************************************************
 MS0300  DESIGNATION -  E 96
 MS0300  PID         -  MS0300
 MS0300  STATE/COUNTY-  UT/BOX ELDER
 MS0300  COUNTRY     -  US
 MS0300  USGS QUAD   -  RED DOME (2017)
 MS0300
 MS0300                         *CURRENT SURVEY CONTROL
 MS0300  ______________________________________________________________________
 MS0300* NAD 83(1986) POSITION- 41 31 39.     (N) 113 27 51.     (W)   SCALED
 MS0300* NAVD 88 ORTHO HEIGHT -  1431.407 (meters)     4696.21  (feet) ADJUSTED
 MS0300  ______________________________________________________________________
 MS0300  GEOID HEIGHT    -        -16.239 (meters)                     GEOID18
 MS0300  DYNAMIC HEIGHT  -       1430.393 (meters)     4692.88  (feet) COMP
 MS0300  MODELED GRAVITY -    979,864.0   (mgal)                       NAVD 88
 MS0300
 MS0300  VERT ORDER      -  FIRST     CLASS II
 MS0300
 MS0300.The horizontal coordinates were scaled from a map and have
 MS0300.an estimated accuracy of +/- 6 seconds.
 MS0300
 MS0300.The orthometric height was determined by differential leveling and
 MS0300.adjusted by the NATIONAL GEODETIC SURVEY
 MS0300.in June 1991.
 MS0300
 MS0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0300.GEOID18 height accuracy estimate available here.
 MS0300
 MS0300.Click photographs - Photos may exist for this station.
 MS0300
 MS0300.The dynamic height is computed by dividing the NAVD 88
 MS0300.geopotential number by the normal gravity value computed on the
 MS0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0300.degrees latitude (g = 980.6199 gals.).
 MS0300
 MS0300.The modeled gravity was interpolated from observed gravity values.
 MS0300
 MS0300;                    North         East    Units  Estimated Accuracy
 MS0300;SPC UT N     - 1,134,470.      336,090.      MT  (+/- 180 meters Scaled)
 MS0300
 MS0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM944002(NAD 83)
 MS0300
 MS0300                          SUPERSEDED SURVEY CONTROL
 MS0300
 MS0300  NGVD 29 (??/??/92) 1430.355  (m)         4692.76   (f) ADJ UNCH    1 2
 MS0300
 MS0300.Superseded values are not recommended for survey control.
 MS0300
 MS0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0300.See file dsdata.pdf to determine how the superseded data were derived.
 MS0300
 MS0300_MARKER: DB = BENCH MARK DISK
 MS0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0300_STAMPING: E 96 1953
 MS0300_MARK LOGO: CGS
 MS0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0300+STABILITY: SURFACE MOTION
 MS0300
 MS0300  HISTORY     - Date     Condition        Report By
 MS0300  HISTORY     - 1953     MONUMENTED       CGS
 MS0300
 MS0300                          STATION DESCRIPTION
 MS0300
 MS0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0300'6.4 MI NE FROM WATERCRESS.
 MS0300'6.4 MILES NORTHEAST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0300'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0300'WATERCRESS, 289 FEET WEST OF MILEPOLE 706 WITH 4 GUY WIRES, ABOUT
 MS0300'HALFWAY BETWEEN TWO PROMINENT WASHES, 50 1/2 FEET NORTH OF THE CENTER
 MS0300'LINE OF THE ROAD, IN LINE WITH A ROW OF POLES, 1.7 FEET EAST OF A
 MS0300'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 MS0300'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0497 ***********************************************************************
 JN0497  DESIGNATION -  EAGLE
 JN0497  PID         -  JN0497
 JN0497  STATE/COUNTY-  UT/EMERY
 JN0497  COUNTRY     -  US
 JN0497  USGS QUAD   -  SID AND CHARLEY (2017)
 JN0497
 JN0497                         *CURRENT SURVEY CONTROL
 JN0497  ______________________________________________________________________
 JN0497* NAD 83(1994) POSITION- 38 54 13.51415(N) 110 53 12.23016(W)   ADJUSTED
 JN0497* NAVD 88 ORTHO HEIGHT -  2147.7   (meters)     7046.    (feet) VERTCON3
 JN0497  ______________________________________________________________________
 JN0497  GEOID HEIGHT    -        -18.142 (meters)                     GEOID18
 JN0497  LAPLACE CORR    -         -3.44  (seconds)                    DEFLEC18
 JN0497  HORZ ORDER      -  THIRD
 JN0497
 JN0497.The horizontal coordinates were established by classical geodetic methods
 JN0497.and adjusted by the National Geodetic Survey in November 1997.
 JN0497
 JN0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0497
 JN0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0497.GEOID18 height accuracy estimate available here.
 JN0497
 JN0497.Click photographs - Photos may exist for this station.
 JN0497
 JN0497.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0497
 JN0497. The following values were computed from the NAD 83(1994) position.
 JN0497
 JN0497;                    North         East     Units Scale Factor Converg.
 JN0497;SPC UT C     - 2,063,511.731   553,198.387   MT  1.00002978   +0 23 34.3
 JN0497;SPC UT C     - 6,770,038.07  1,814,951.71   sFT  1.00002978   +0 23 34.3
 JN0497;UTM  12      - 4,306,102.239   509,821.471   MT  0.99960119   +0 04 16.1
 JN0497
 JN0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0497!SPC UT C     -   0.99966599  x   1.00002978  =   0.99969576
 JN0497!UTM  12      -   0.99966599  x   0.99960119  =   0.99926731
 JN0497
 JN0497:                Primary Azimuth Mark                     Grid Az
 JN0497:SPC UT C     -  KOAL                                     067 22 23.6
 JN0497:UTM  12      -  KOAL                                     067 41 41.8
 JN0497
 JN0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ0982106102(NAD 83)
 JN0497
 JN0497|---------------------------------------------------------------------|
 JN0497| PID    Reference Object                     Distance      Geod. Az  |
 JN0497|                                                           dddmmss.s |
 JN0497| JN0492 KOAL                                APPROX. 5.8 KM 0674557.9 |
 JN0497|---------------------------------------------------------------------|
 JN0497
 JN0497                          SUPERSEDED SURVEY CONTROL
 JN0497
 JN0497  NAD 83(1986)-  38 54 13.50472(N)    110 53 12.22447(W) AD(       ) 3
 JN0497  NAD 27      -  38 54 13.58324(N)    110 53 09.63714(W) AD(       ) 3
 JN0497  NGVD 29 (07/19/86) 2146.5    (m)         7042.     (f) VERT ANG       
 JN0497
 JN0497.Superseded values are not recommended for survey control.
 JN0497
 JN0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0497.See file dsdata.pdf to determine how the superseded data were derived.
 JN0497
 JN0497_MARKER: DD = SURVEY DISK
 JN0497_SETTING: 0 = UNSPECIFIED SETTING
 JN0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0497
 JN0497  HISTORY     - Date     Condition        Report By
 JN0497  HISTORY     - 1952     MONUMENTED       USGS
 JN0497
 JN0497                          STATION DESCRIPTION
 JN0497
 JN0497'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0497'LOCATED ABOUT 20.0 MI. SE. OF EMERY 19.0 MI. SSE. OF FERRON, ON S. END
 JN0497'OF HIGHEST POINT OF TIMBERED MESA AND ON RIDGE THAT DIVIDES EAGLE
 JN0497'CANYON AND KOAL WASH.
 JN0497'
 JN0497'STATION REACHED BY HELICOPTER.
 JN0497'
 JN0497'STATION MARK - STANDARD TABLET STAMPED ---EAGLE 1952--- WELDED IN PIPE
 JN0497'PROJECTING ABOUT 18 IN. ABOVE GROUND.
 JN0497'
 JN0497'REFERENCE MARKS NO.1 - COPPER NAIL AND WASHER IN TREE STUMP, 20.35 FT.
 JN0497'FROM STATION MARK, S 77 DEG 34 MIN W.
 JN0497'
 JN0497'REFERENCE MARKS NO.2 - COPPER NAIL AND WASHER IN TREE STUMP, 27.30 FT.
 JN0497'FROM STATION MARK, N 04 DEG 26 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0385 ***********************************************************************
 KN0385  DESIGNATION -  EAST
 KN0385  PID         -  KN0385
 KN0385  STATE/COUNTY-  UT/EMERY
 KN0385  COUNTRY     -  US
 KN0385  USGS QUAD   -  RILDA CANYON (2017)
 KN0385
 KN0385                         *CURRENT SURVEY CONTROL
 KN0385  ______________________________________________________________________
 KN0385* NAD 83(1994) POSITION- 39 28 31.51757(N) 111 13 01.07830(W)   ADJUSTED
 KN0385* NAVD 88 ORTHO HEIGHT -  3276.    (meters)    10748.    (feet) SCALED
 KN0385  ______________________________________________________________________
 KN0385  GEOID HEIGHT    -        -15.909 (meters)                     GEOID18
 KN0385  LAPLACE CORR    -          7.51  (seconds)                    DEFLEC18
 KN0385  HORZ ORDER      -  SECOND
 KN0385
 KN0385.The horizontal coordinates were established by classical geodetic methods
 KN0385.and adjusted by the National Geodetic Survey in November 1997.
 KN0385
 KN0385.The orthometric height was scaled from a topographic map.
 KN0385
 KN0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0385.GEOID18 height accuracy estimate available here.
 KN0385
 KN0385.Click photographs - Photos may exist for this station.
 KN0385
 KN0385.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0385
 KN0385. The following values were computed from the NAD 83(1994) position.
 KN0385
 KN0385;                    North         East     Units Scale Factor Converg.
 KN0385;SPC UT C     - 2,126,831.744   524,351.249   MT  0.99991840   +0 10 52.7
 KN0385;SPC UT C     - 6,977,780.48  1,720,309.06   sFT  0.99991840   +0 10 52.7
 KN0385;UTM  12      - 4,369,559.244   481,338.883   MT  0.99960429   -0 08 16.6
 KN0385
 KN0385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0385!SPC UT C     -   0.99948887  x   0.99991840  =   0.99940731
 KN0385!UTM  12      -   0.99948887  x   0.99960429  =   0.99909336
 KN0385
 KN0385:                Primary Azimuth Mark                     Grid Az
 KN0385:SPC UT C     -  TRAIL                                    189 08 17.3
 KN0385:UTM  12      -  TRAIL                                    189 27 26.6
 KN0385
 KN0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ8133869559(NAD 83)
 KN0385
 KN0385|---------------------------------------------------------------------|
 KN0385| PID    Reference Object                     Distance      Geod. Az  |
 KN0385|                                                           dddmmss.s |
 KN0385| KN0388 TRAIL                               APPROX. 9.4 KM 1891910.0 |
 KN0385| KN0386 EAST RM                               9.247 METERS 29211     |
 KN0385| CM5529 EAST RM 1                            16.642 METERS 34145     |
 KN0385|---------------------------------------------------------------------|
 KN0385
 KN0385                          SUPERSEDED SURVEY CONTROL
 KN0385
 KN0385  NAD 83(1986)-  39 28 31.50660(N)    111 13 01.07299(W) AD(       ) 2
 KN0385  NAD 27      -  39 28 31.62900(N)    111 12 58.45400(W) AD(       ) 2
 KN0385
 KN0385.Superseded values are not recommended for survey control.
 KN0385
 KN0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0385.See file dsdata.pdf to determine how the superseded data were derived.
 KN0385
 KN0385_MARKER: DS = TRIANGULATION STATION DISK
 KN0385_SETTING: 80 = SET IN A BOULDER
 KN0385_STAMPING: EAST 1938
 KN0385_MARK LOGO: CGS
 KN0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0385+STABILITY: SURFACE MOTION
 KN0385
 KN0385  HISTORY     - Date     Condition        Report By
 KN0385  HISTORY     - 1938     MONUMENTED       CGS
 KN0385  HISTORY     - 20190820 GOOD             GEOCAC
 KN0385
 KN0385                          STATION DESCRIPTION
 KN0385
 KN0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0385'STATION EAST IS IN THE CENTRAL PART OF UTAH.  IN THE NW CORNER OF
 KN0385'EMERY COUNTY ON THE HIGHEST PART OF EAST MOUNTAIN ON THE
 KN0385'WASATCH RANGE AND ON LANDS OF THE MANTI NATIONAL FOREST.
 KN0385'IT IS ABOUT MIDWAY BETWEEN UPPER JOES VALLEY AND THE LEFT FORK
 KN0385'OF THE HUNTINGTON CREEK.  SCAD VALLEY AND HORSE CREEK.
 KN0385'
 KN0385'*IT IS ABOUT 19 MILES (AIRLINE) NW OF HUNTINGTON, ABOUT 14
 KN0385'MILES ESE OF MOUNT PLEASANT AND ABOUT 14.5 MILES (AIRLINE)
 KN0385'ENE OF SPRING CITY.
 KN0385'
 KN0385'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN
 KN0385'A DEPRESSION IN A BOULDER.
 KN0385'
 KN0385'REFERENCE MARK NO. 1 IS A STANDARD DISK WEDGED IN A DRILL HOLE
 KN0385'IN OUTCROPPING BEDROCK.
 KN0385'
 KN0385'THE STATION IS ON THE ROCKY SUMMIT AND JUST BACK FROM A ROCKY
 KN0385'LEDGE ON THE W.
 KN0385'
 KN0385'STATION AND REFERENCE MARK NO. 1, ARE STAMPED EAST, 1937.
 KN0385'
 KN0385'USGS BM USED AS REFERENCE MARK NO. 2, IS STAMPED ELEVATION
 KN0385'10730 FEET.
 KN0385'
 KN0385'REACHED FROM ORANGEVILLE, UTAH, BY THE EPHRAIM ROAD WHICH
 KN0385'CONTINUES N AT A POINT WHERE PAVED HIGHWAY TURNS E, JUST N OF A
 KN0385'RIVER BRIDGE.  FROM THIS POINT FOLLOW EPHRAIM ROAD UP COTTONWOOD
 KN0385'CREEK AND STRAIGHT CANYON 13.8 MILES TO THE UPPER END OF
 KN0385'CANYON, ABOUT 1/4 MILE SE OF PARK RANGER STATION.  THENCE
 KN0385'RIGHT, N, AROUND CLIFF JUST BEFORE CROSSING TIMBER BRIDGE,
 KN0385'AND FOLLOW RIGHT HAND GRADED ROAD N UP UPPER JOES VALLEY 10.1
 KN0385'MILES TO A FORK.  THENCE RIGHT FORK 0.85 MILE TO UPPER JOES
 KN0385'RANGER STATION.  THENCE CONTINUE N ON TRAIL ROAD, PASSING IN
 KN0385'FRONT OF RANGER STATION, 0.4 MILE TO A FORK.  THENCE RIGHT
 KN0385'FORK 0.35 MILE TO ANOTHER FORK.  THENCE LEFT FORK, ACROSS A
 KN0385'SMALL WASH, 0.2 MILE TO A FORK IN A THICK ASPEN GROVE.
 KN0385'THENCE LEFT FORK AND FOLLOW OLD TRAIL UP VALLEY, KEEPING
 KN0385'BETWEEN TELEPHONE LINE AND TIMBER LINE TO THE E, 2.2
 KN0385'MILES TO A BREAK IN THE TIMBER LINE AND A GREEN SLOPING
 KN0385'MEADOW TO THE E.  HERE TURN E AND DRIVE UP SLOPING MEADOW AS
 KN0385'FAR AS POSSIBLE.  FROM HERE PACK UP SLOPE AND HIT SMALL
 KN0385'WASH AND FOLLOW IT TO THE E UNTIL REACHING THE SUMMIT.
 KN0385'THENCE RIGHT.  S, ABOUT 1/4 MILE TO THE HIGHEST POINT AND
 KN0385'STATION.
 KN0385'
 KN0385'(ABOUT 2 HOURS PACK FROM END OF TRUCK TRAVEL.  WATER CAN BE
 KN0385'HAD MOST ANY PLACE ALONG UPPER JOES VALLEY).
 KN0385
 KN0385                          STATION RECOVERY (2019)
 KN0385
 KN0385'RECOVERY NOTE BY GEOCACHING 2019 (DG)
 KN0385'BENCH MARK EAST 1937, REFERENCE MARK 1 AND BENCH MARK 10730 ALL IN
 KN0385'GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5833 ***********************************************************************
 AI5833  DESIGNATION -  EAST OGDEN GPS BASE STATION ARP
 AI5833  PID         -  AI5833
 AI5833  STATE/COUNTY-  UT/WEBER
 AI5833  COUNTRY     -  US
 AI5833  USGS QUAD   -  NORTH OGDEN (2017)
 AI5833
 AI5833                         *CURRENT SURVEY CONTROL
 AI5833  ______________________________________________________________________
 AI5833* NAD 83(2011) POSITION- 41 15 11.48916(N) 111 55 44.02176(W)   ADJUSTED
 AI5833* NAD 83(2011) ELLIP HT-  1678.524 (meters)        (06/27/12)   ADJUSTED
 AI5833* NAD 83(2011) EPOCH   -  2010.00
 AI5833* NAVD 88 ORTHO HEIGHT -  1694.9   (meters)     5561.    (feet) GPS OBS
 AI5833  ______________________________________________________________________
 AI5833  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5833  GEOID HEIGHT    -        -16.365 (meters)                     GEOID09
 AI5833  GEOID HEIGHT    -        -16.312 (meters)                     GEOID18
 AI5833  NAD 83(2011) X  - -1,793,841.463 (meters)                     COMP
 AI5833  NAD 83(2011) Y  - -4,455,826.252 (meters)                     COMP
 AI5833  NAD 83(2011) Z  -  4,184,710.484 (meters)                     COMP
 AI5833  LAPLACE CORR    -         25.35  (seconds)                    DEFLEC18
 AI5833
 AI5833  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5833  Standards:
 AI5833         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5833            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5833  -------------------------------------------------------------------
 AI5833  NETWORK    0.12   0.27           0.05   0.05   0.14      0.07491155
 AI5833  -------------------------------------------------------------------
 AI5833  Click here for local accuracies and other accuracy information.
 AI5833
 AI5833.The horizontal coordinates were established by GPS observations
 AI5833.and adjusted by the National Geodetic Survey in June 2012.
 AI5833
 AI5833.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5833.been affixed to the stable North American tectonic plate. See 
 AI5833.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5833
 AI5833.The horizontal coordinates are valid at the epoch date displayed above
 AI5833.which is a decimal equivalence of Year/Month/Day.
 AI5833
 AI5833.The orthometric height was determined by GPS observations and a
 AI5833.high-resolution geoid model.
 AI5833
 AI5833.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5833.GEOID18 height accuracy estimate available here.
 AI5833
 AI5833.Click photographs - Photos may exist for this station.
 AI5833
 AI5833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5833
 AI5833.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5833
 AI5833.The ellipsoidal height was determined by GPS observations
 AI5833.and is referenced to NAD 83.
 AI5833
 AI5833. The following values were computed from the NAD 83(2011) position.
 AI5833
 AI5833;                    North         East     Units Scale Factor Converg.
 AI5833;SPC UT N     - 1,102,238.786   464,054.984   MT  0.99995684   -0 16 58.1
 AI5833;SPC UT N     - 3,616,261.75  1,522,487.06   sFT  0.99995684   -0 16 58.1
 AI5833;UTM  12      - 4,567,280.318   422,177.776   MT  0.99967453   -0 36 45.1
 AI5833
 AI5833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5833!SPC UT N     -   0.99973678  x   0.99995684  =   0.99969364
 AI5833!UTM  12      -   0.99973678  x   0.99967453  =   0.99941140
 AI5833
 AI5833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2217767280(NAD 83)
 AI5833
 AI5833                          SUPERSEDED SURVEY CONTROL
 AI5833
 AI5833  NAD 83(2007)-  41 15 11.48883(N)    111 55 44.02248(W) AD(2002.00) 0
 AI5833  ELLIP H (02/10/07) 1678.539  (m)                       GP(2002.00)    
 AI5833  NAD 83(1994)-  41 15 11.48837(N)    111 55 44.02206(W) AD(       ) A
 AI5833  ELLIP H (06/28/00) 1678.555  (m)                       GP(       ) 4 1
 AI5833  NAVD 88 (06/28/00) 1694.8    (m)  GEOID99  model used  GPS OBS        
 AI5833
 AI5833.Superseded values are not recommended for survey control.
 AI5833
 AI5833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5833.See file dsdata.pdf to determine how the superseded data were derived.
 AI5833
 AI5833_MARKER: I = METAL ROD
 AI5833_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI5833_MARK LOGO: NONE
 AI5833_MAGNETIC: I = MARKER IS A STEEL ROD
 AI5833_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI5833+STABILITY: POSITION/ELEVATION WELL
 AI5833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5833+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2000
 AI5833
 AI5833  HISTORY     - Date     Condition        Report By
 AI5833  HISTORY     - 1998     MONUMENTED
 AI5833  HISTORY     - 19990615 GOOD             NGS
 AI5833  HISTORY     - 20000118 GOOD             NGS
 AI5833
 AI5833                          STATION DESCRIPTION
 AI5833
 AI5833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AI5833'THE STATION IS A GPS BASE STATION ARP.
 AI5833
 AI5833                          STATION RECOVERY (2000)
 AI5833
 AI5833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AI5833'THIS IS A PERMANENT GPS STATION OPERATED BY THE UNIVERSITY UTAH AS
 AI5833'PART OF THE WASATCH NETWORK.  THE SITE INCLUDES A SUBSTANTIAL INVAR
 AI5833'ROD BORED INTO SUPPORTING SUBSTRATA WHICH IS SURFACE SUPPORTED BY PIPE
 AI5833'COLLARS AND CONCRETE.  THERE IS A TRIMBLE-DORNE MARGOLIN CHOKE RING
 AI5833'ANTENNA WITH CLEAR PLEXIGLASS WEATHER DOME ATTACHED TO THE TOP OF THE
 AI5833'MONUMENT.  BACKGROUND INFO AND STATION PHOTOGRAPHS ARE AVAILABLE AT
 AI5833'WWW.MINES.UTAH.EDU, SEE RBSMITH/RESEARCH/GPS-PERM.HTML OR RELATED
 AI5833'SITES.  DATA AND SITE LOGS ARE AVAILABLE THROUGH THE UNAVCO BOULDER
 AI5833'FACILITY ARCHIVE //ARCHIVE.UNAVCO.UCAR.EDU/CGI-BIN/DMG/.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0451 ***********************************************************************
 KO0451  DESIGNATION -  EASY
 KO0451  PID         -  KO0451
 KO0451  STATE/COUNTY-  UT/MILLARD
 KO0451  COUNTRY     -  US
 KO0451  USGS QUAD   -  SKULL ROCK PASS (2017)
 KO0451
 KO0451                         *CURRENT SURVEY CONTROL
 KO0451  ______________________________________________________________________
 KO0451* NAD 83(1994) POSITION- 39 05 40.81052(N) 113 17 00.96516(W)   ADJUSTED
 KO0451* NAVD 88 ORTHO HEIGHT -  1865.3   (meters)     6120.    (feet) VERTCON3
 KO0451  ______________________________________________________________________
 KO0451  GEOID HEIGHT    -        -20.068 (meters)                     GEOID18
 KO0451  LAPLACE CORR    -         -5.78  (seconds)                    DEFLEC18
 KO0451  HORZ ORDER      -  FIRST
 KO0451
 KO0451.The horizontal coordinates were established by classical geodetic methods
 KO0451.and adjusted by the National Geodetic Survey in November 1997.
 KO0451
 KO0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0451
 KO0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0451.GEOID18 height accuracy estimate available here.
 KO0451
 KO0451.Click photographs - Photos may exist for this station.
 KO0451
 KO0451.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0451
 KO0451. The following values were computed from the NAD 83(1994) position.
 KO0451
 KO0451;                    North         East     Units Scale Factor Converg.
 KO0451;SPC UT C     - 2,086,062.426   345,712.182   MT  0.99998166   -1 08 33.1
 KO0451;SPC UT C     - 6,844,023.14  1,134,224.05   sFT  0.99998166   -1 08 33.1
 KO0451;UTM  12      - 4,329,764.775   302,511.905   MT  1.00008026   -1 26 25.8
 KO0451
 KO0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0451!SPC UT C     -   0.99971058  x   0.99998166  =   0.99969225
 KO0451!UTM  12      -   0.99971058  x   1.00008026  =   0.99979082
 KO0451
 KO0451:                Primary Azimuth Mark                     Grid Az
 KO0451:SPC UT C     -  EASY AZ MK                               314 01 37.3
 KO0451:UTM  12      -  EASY AZ MK                               314 19 30.0
 KO0451
 KO0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ0251129764(NAD 83)
 KO0451
 KO0451|---------------------------------------------------------------------|
 KO0451| PID    Reference Object                     Distance      Geod. Az  |
 KO0451|                                                           dddmmss.s |
 KO0451| CM5531 EASY RM 1                             8.983 METERS 20351     |
 KO0451| CM5532 EASY RM 2                             5.739 METERS 29118     |
 KO0451| CM5530 EASY AZ MK                                         3125304.2 |
 KO0451|---------------------------------------------------------------------|
 KO0451
 KO0451                          SUPERSEDED SURVEY CONTROL
 KO0451
 KO0451  NAD 83(1986)-  39 05 40.80606(N)    113 17 00.96159(W) AD(       ) 1
 KO0451  NAD 27      -  39 05 40.97450(N)    113 16 58.08100(W) AD(       ) 1
 KO0451  NGVD 29 (07/19/86) 1864.1    (m)         6116.     (f) VERT ANG       
 KO0451
 KO0451.Superseded values are not recommended for survey control.
 KO0451
 KO0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0451.See file dsdata.pdf to determine how the superseded data were derived.
 KO0451
 KO0451_MARKER: DS = TRIANGULATION STATION DISK
 KO0451_SETTING: 66 = SET IN ROCK OUTCROP
 KO0451_STAMPING: EASY 1957
 KO0451_MARK LOGO: CGS
 KO0451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0451+STABILITY: POSITION/ELEVATION WELL
 KO0451
 KO0451  HISTORY     - Date     Condition        Report By
 KO0451  HISTORY     - 1957     MONUMENTED       CGS
 KO0451  HISTORY     - 1972     GOOD             USGS
 KO0451
 KO0451                          STATION DESCRIPTION
 KO0451
 KO0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0451'THE STATION IS LOCATED ON THE TOP OF A HIGH, ROCKY MOUNTAIN
 KO0451'IN THE RANGE OF MOUNTAINS THAT RUN SOUTHEAST FROM NOTCH PEAK,
 KO0451'AIRLINE ABOUT 5 MILES WEST OF THE NORTHWEST EDGE OF SEVIER LAKE,
 KO0451'7 MILES SOUTHEAST OF NOTCH PEAK, AND 41 MILES WEST-SOUTHWEST
 KO0451'OF DELTA.
 KO0451'
 KO0451'TO REACH THE STATION FROM THE POST OFFICE IN DELTA GO SOUTH
 KO0451'ABOUT 50 YARDS TO AN INTERSECTION.  TURN RIGHT ONTO U.S. HIGHWAYS
 KO0451'6 AND 50 AND GO WEST AND SOUTHWEST 31.6 MILES TO A WINDMILL
 KO0451'ON THE RIGHT.  CONTINUE SOUTHWEST ON THE HIGHWAY 4.1 MILES
 KO0451'TO A CATTLE GUARD.  CONTINUE SOUTHWEST ON THE HIGHWAY 3.5
 KO0451'MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AS PER SIGN
 KO0451'KLONDIKE MINE AND GO NORTH 1.9 MILES TO A FORK.  TAKE THE
 KO0451'LEFT FORK AS PER SIGN BEHUNIN AND GO NORTHWEST 2.0 MILES
 KO0451'TO A FORK.  TAKE THE LEFT FORK AND GO 0.15 MILE TO A FORK.
 KO0451'TAKE THE LEFT FORK DOWN INTO A LARGE WASH AND WEST UP THE
 KO0451'WASH 1.1 MILES TO A FORK.  TAKE THE LEFT FORK AND GO SOUTH
 KO0451'1.0 MILE TO A CAIRN AND THE AZIMUTH MARK ON THE RIGHT.
 KO0451'CONTINUE SOUTH 0.35 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 KO0451'SOUTHEAST 0.5 MILE.  TURN LEFT AND GO EAST CROSS COUNTRY UP A
 KO0451'DRAW 0.3 MILE TO THE BASE OF A ROCKY MOUNTAIN.  PACK
 KO0451'NORTHEAST ABOUT 1/2 HOUR TO THE TOP OF THE MOUNTAIN AND
 KO0451'THE STATION.
 KO0451'
 KO0451'THE STATION MARK IS A STANDARD DISK STAMPED EASY 1957 CEMENTED
 KO0451'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 6 INCHES
 KO0451'ABOVE THE GROUND.  IT IS 10 FEET SOUTHWEST OF A 3-FOOT CAIRN
 KO0451'AND NEAR THE EAST EDGE OF THE MOUNTAIN TOP.
 KO0451'
 KO0451'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED EASY NO
 KO0451'1 1957 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 KO0451'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 2 FEET LOWER THAN
 KO0451'THE STATION.
 KO0451'
 KO0451'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED EASY NO
 KO0451'2 1957 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 KO0451'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT HIGHER THAN
 KO0451'THE STATION.
 KO0451'
 KO0451'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EASY 1957 CEMENTED
 KO0451'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 6 INCHES
 KO0451'ABOVE THE GROUND.  IT IS 2 FEET SOUTH OF A 3-FOOT CAIRN
 KO0451'AND ABOUT 200 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.
 KO0451
 KO0451                          STATION RECOVERY (1972)
 KO0451
 KO0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KO0451'RECOVERED IN GOOD CONDITION.
 KO0451'
 KO0451'STATION MARK--STANDARD DISK, STAMPED ---EASY 1957---, CEMENTED IN A
 KO0451'DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 6 IN. ABOVE THE
 KO0451'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0649 ***********************************************************************
 LN0649  DESIGNATION -  ECHLESON
 LN0649  PID         -  LN0649
 LN0649  STATE/COUNTY-  UT/UINTAH
 LN0649  COUNTRY     -  US
 LN0649  USGS QUAD   -  PELICAN LAKE (2017)
 LN0649
 LN0649                         *CURRENT SURVEY CONTROL
 LN0649  ______________________________________________________________________
 LN0649* NAD 83(1994) POSITION- 40 07 43.72577(N) 109 40 53.05509(W)   ADJUSTED
 LN0649* NAVD 88 ORTHO HEIGHT -  1503.3   (meters)     4932.    (feet) VERTCON3
 LN0649  ______________________________________________________________________
 LN0649  GEOID HEIGHT    -        -18.124 (meters)                     GEOID18
 LN0649  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 LN0649  HORZ ORDER      -  FIRST
 LN0649
 LN0649.The horizontal coordinates were established by classical geodetic methods
 LN0649.and adjusted by the National Geodetic Survey in November 1997.
 LN0649
 LN0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0649
 LN0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0649.GEOID18 height accuracy estimate available here.
 LN0649
 LN0649.Click photographs - Photos may exist for this station.
 LN0649
 LN0649.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0649
 LN0649. The following values were computed from the NAD 83(1994) position.
 LN0649
 LN0649;                    North         East     Units Scale Factor Converg.
 LN0649;SPC UT C     - 2,200,908.451   654,980.379   MT  0.99991194   +1 09 53.8
 LN0649;SPC UT C     - 7,220,813.81  2,148,881.46   sFT  0.99991194   +1 09 53.8
 LN0649;UTM  12      - 4,442,887.593   612,344.862   MT  0.99975537   +0 50 59.8
 LN0649
 LN0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0649!SPC UT C     -   0.99976706  x   0.99991194  =   0.99967902
 LN0649!UTM  12      -   0.99976706  x   0.99975537  =   0.99952249
 LN0649
 LN0649:                Primary Azimuth Mark                     Grid Az
 LN0649:SPC UT C     -  ECHLESON AZ MK                           083 12 49.3
 LN0649:UTM  12      -  ECHLESON AZ MK                           083 31 43.3
 LN0649
 LN0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK1234442887(NAD 83)
 LN0649
 LN0649|---------------------------------------------------------------------|
 LN0649| PID    Reference Object                     Distance      Geod. Az  |
 LN0649|                                                           dddmmss.s |
 LN0649| CP4888 ECHLESON AZ MK                                     0842243.1 |
 LN0649| CP4889 ECHLESON RM 1                        20.251 METERS 15412     |
 LN0649| CP4890 ECHLESON RM 2                        12.144 METERS 27737     |
 LN0649|---------------------------------------------------------------------|
 LN0649
 LN0649                          SUPERSEDED SURVEY CONTROL
 LN0649
 LN0649  NAD 83(1993)-  40 07 43.72215(N)    109 40 53.05137(W) AD(       ) 1
 LN0649  NAD 83(1986)-  40 07 43.70460(N)    109 40 53.04805(W) AD(       ) 1
 LN0649  NAD 27      -  40 07 43.83100(N)    109 40 50.54400(W) AD(       ) 1
 LN0649  NGVD 29 (07/31/96) 1502.2    (m)         4928.     (f) VERT ANG       
 LN0649  NGVD 29 (07/19/86) 1504.2    (m)         4935.     (f) VERT ANG       
 LN0649
 LN0649.Superseded values are not recommended for survey control.
 LN0649
 LN0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0649.See file dsdata.pdf to determine how the superseded data were derived.
 LN0649
 LN0649_MARKER: DS = TRIANGULATION STATION DISK
 LN0649_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LN0649_STAMPING: ECHLESOM 1947
 LN0649_MARK LOGO: CGS
 LN0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0649
 LN0649  HISTORY     - Date     Condition        Report By
 LN0649  HISTORY     - 1947     MONUMENTED       CGS
 LN0649  HISTORY     - 1963     GOOD             USGS
 LN0649
 LN0649                          STATION DESCRIPTION
 LN0649
 LN0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LN0649'THE STATION IS LOCATED ABOUT 14.5 MILES AIRLINE SOUTHEAST OF
 LN0649'FORT DUCHESNE AND ABOUT 3.0 MILES AIRLINE NORTH OF OURAY ON A
 LN0649'PROMINENT AND ISOLATED BUTTE.  THE STATION MARK IS A BRONZE
 LN0649'DISK, WELDED IN THE TOP OF A 4 INCH IRON PIPE WHICH PROJECTS
 LN0649'6 INCHES, SET IN THE MIDDLE OF THE BUTTE AND STAMPED, ECHLESON
 LN0649'1947.
 LN0649'
 LN0649'REFERENCE MARK NO. 1 IS A BRONZE DISK WELDED IN THE TOP OF
 LN0649'A 4 INCH IRON PIPE WHICH PROJECTS 6 INCHES AND IS SAME ELEVATION
 LN0649'AS STATION MARK.  IT IS STAMPED, ECHLESON NO 1 1947.
 LN0649'
 LN0649'REFERENCE MARK NO. 2 IS A BRONZE DISK WELDED IN THE TOP OF A
 LN0649'4 INCH IRON PIPE WHICH PROJECTS 6 INCHES AND IS SAME ELEVATION
 LN0649'AS STATION MARK.  IT IS STAMPED, ECHLESON NO 2 1947.
 LN0649'
 LN0649'THE AZIMUTH MARK IS A BRONZE DISK WELDED IN THE TOP OF A 4 INCH
 LN0649'IRON PIPE WHICH PROJECTS 6 INCHES.  IT IS SET 36 FEET WEST OF
 LN0649'THE CENTERLINE OF A GRADED ROAD AND 20 FEET NORTH OF THE CENTERLINE
 LN0649'OF A TRACK ROAD.  IT IS STAMPED, ECHLESON 1947.
 LN0649'
 LN0649'TO REACH THE STATION FROM THE CROSSROAD AT FORT DUCHESNE.  GO
 LN0649'SOUTH ON STATE HIGHWAY 88, 4.0 MILES TO A CROSSROAD.  TURN LEFT,
 LN0649'GO 2.9 MILES TO STORE AND POST OFFICE IN RANDLETT.  TURN LEFT,
 LN0649'CROSS UINTA RIVER, GO 0.4 MILE TO A T ROAD.  TURN RIGHT, GO
 LN0649'1.2 MILE TO A ROAD RIGHT.  CONTINUE STRAIGHT AHEAD ON MAIN ROAD
 LN0649'EAST AND SOUTH 5.2 MILES TO A ROAD LEFT AT A FARM HOUSE.  TURN
 LN0649'LEFT, GO 0.8 MILE TO A T ROAD.  TURN RIGHT, GO 0.9 MILE TO
 LN0649'A T ROAD.  TURN LEFT, GO 1.0 MILE TO A FORK.  TURN RIGHT, GO
 LN0649'3.8 MILES TO A WHITE WOODEN BRIDGE.  CONTINUE 1.4 MILE TO A
 LN0649'DIM CROSSROAD AND AZIMUTH MARK ON RIGHT.  TURN RIGHT, FOLLOW
 LN0649'DIM ROAD 0.9 MILE THEN LEAVE ROAD TURN LEFT AND GO ACROSS
 LN0649'COUNTRY 0.4 MILE TO BASE OF BUTTE.  WALK UP SLOPE TO
 LN0649'CENTER OF TOP AND STATION.  A 5 MINUTE PACK.
 LN0649
 LN0649                          STATION RECOVERY (1963)
 LN0649
 LN0649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LN0649'NEW TO REACH DESCRIPTION FOLLOWS--TO REACH FROM POST OFFICE
 LN0649'AND GENERAL STORE IN RANDLETTE, DRIVE E ON STATE HIGHWAY 88
 LN0649'FOR 6.8 MI. TO INTERSECTION OF STATE HIGHWAYS 88 AND 209.
 LN0649'CONTINUE ON STATE HIGHWAY 88 FOR 6.7 MI.  TURN RIGHT OFF
 LN0649'HIGHWAY AND FOLLOW DIM TRACKS ALONG S. EDGE OF FENCE AND GO
 LN0649'0.8 MI. TO BASE OF PROMINENT HILL.  USE CAUTION ALONG SOUTH SIDE
 LN0649'OF FENCE WHERE THERE IS MUCH LOOSE SAND.  FROM BASE OF HILL
 LN0649'WALK W. TO TOP OF HILL AND STATION.  A 5 MINUTE WALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0836 ***********************************************************************
 HN0836  DESIGNATION -  EDGE
 HN0836  PID         -  HN0836
 HN0836  STATE/COUNTY-  UT/SAN JUAN
 HN0836  COUNTRY     -  US
 HN0836  USGS QUAD   -  MANCOS MESA (2017)
 HN0836
 HN0836                         *CURRENT SURVEY CONTROL
 HN0836  ______________________________________________________________________
 HN0836* NAD 83(1994) POSITION- 37 30 02.23872(N) 110 29 31.46677(W)   ADJUSTED
 HN0836* NAVD 88 ORTHO HEIGHT -  1597.7   (meters)     5242.    (feet) VERTCON3
 HN0836  ______________________________________________________________________
 HN0836  GEOID HEIGHT    -        -21.947 (meters)                     GEOID18
 HN0836  LAPLACE CORR    -          8.46  (seconds)                    DEFLEC18
 HN0836  HORZ ORDER      -  SECOND
 HN0836
 HN0836.The horizontal coordinates were established by classical geodetic methods
 HN0836.and adjusted by the National Geodetic Survey in November 1997.
 HN0836
 HN0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0836
 HN0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0836.GEOID18 height accuracy estimate available here.
 HN0836
 HN0836.Click photographs - Photos may exist for this station.
 HN0836
 HN0836.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0836
 HN0836. The following values were computed from the NAD 83(1994) position.
 HN0836
 HN0836;                    North         East     Units Scale Factor Converg.
 HN0836;SPC UT S     - 3,093,035.140   589,120.574   MT  0.99996347   +0 37 03.2
 HN0836;SPC UT S     -10,147,732.79  1,932,806.42   sFT  0.99996347   +0 37 03.2
 HN0836;UTM  12      - 4,150,531.479   544,895.389   MT  0.99962483   +0 18 33.2
 HN0836
 HN0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0836!SPC UT S     -   0.99975279  x   0.99996347  =   0.99971627
 HN0836!UTM  12      -   0.99975279  x   0.99962483  =   0.99937771
 HN0836
 HN0836:                Primary Azimuth Mark                     Grid Az
 HN0836:SPC UT S     -  EDGE AZ MK                               141 44 41.2
 HN0836:UTM  12      -  EDGE AZ MK                               142 03 11.2
 HN0836
 HN0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG4489550531(NAD 83)
 HN0836
 HN0836|---------------------------------------------------------------------|
 HN0836| PID    Reference Object                     Distance      Geod. Az  |
 HN0836|                                                           dddmmss.s |
 HN0836| CM6384 EDGE AZ MK                                         1422144.4 |
 HN0836| CM6385 EDGE RM 1                             4.949 METERS 17919     |
 HN0836| CM6386 EDGE RM 2                             5.777 METERS 26042     |
 HN0836|---------------------------------------------------------------------|
 HN0836
 HN0836                          SUPERSEDED SURVEY CONTROL
 HN0836
 HN0836  NAD 83(1986)-  37 30 02.23382(N)    110 29 31.46712(W) AD(       ) 2
 HN0836  NAD 27      -  37 30 02.26039(N)    110 29 28.97010(W) AD(       ) 2
 HN0836  NGVD 29 (07/19/86) 1596.7    (m)         5239.     (f) VERT ANG       
 HN0836
 HN0836.Superseded values are not recommended for survey control.
 HN0836
 HN0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0836.See file dsdata.pdf to determine how the superseded data were derived.
 HN0836
 HN0836_MARKER: DB = BENCH MARK DISK
 HN0836_SETTING: 66 = SET IN ROCK OUTCROP
 HN0836_STAMPING: EDGE 1952
 HN0836_MARK LOGO: USGS
 HN0836_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0836+STABILITY: POSITION/ELEVATION WELL
 HN0836
 HN0836  HISTORY     - Date     Condition        Report By
 HN0836  HISTORY     - 1952     MONUMENTED       USGS
 HN0836  HISTORY     - 1963     GOOD             CGS
 HN0836
 HN0836                          STATION DESCRIPTION
 HN0836
 HN0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0836'THE STATION IS LOCATED ABOUT 31 MILES NORTHEAST OF THE
 HN0836'HOLE-IN-THE-ROCK CROSSING ON THE COLORADO RIVER, 20 MILES SOUTH OF
 HN0836'HITE FERRY, 3-1/2 MILES NORTHWEST OF BURNT SPRINGS, ON THE
 HN0836'SOUTH RIM OF NORTH GULCH AND ON THE HIGHEST POINT OF A SANDSTONE
 HN0836'RIDGE EXTENDING NORTH AND SOUTH THAT IS ABOUT THE SAME ELEVATION.
 HN0836'
 HN0836'TO REACH THE STATION BY HELICOPTER FROM THE AIRSTRIP AT
 HN0836'HOLE-IN-THE-ROCK FLY NORTHEAST ON A TRUE COURSE OF 53 DEGREES
 HN0836'FOR ABOUT 31 MILES.  THE HELICOPTER CAN BE LANDED ABOUT 50
 HN0836'YARDS EAST OF THE STATION ON SANDSTONE OUTCROP.  TO REACH
 HN0836'THE AZIMUTH MARK FROM THE STATION PACK SOUTHEAST FOR ABOUT
 HN0836'0.75 MILE TO A NARROW SANDSTONE RIDGE AND THE MARK.
 HN0836'
 HN0836'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 HN0836'EDGE 1952, CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 11 FEET
 HN0836'WEST OF A 3 FOOT CAIRN.
 HN0836'
 HN0836'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 HN0836'DISK, STAMPED NO 1 1952, CEMENTED IN A DRILL HOLE IN BEDROCK.
 HN0836'IT IS 32.6 FEET SOUTH OF THE CAIRN.
 HN0836'
 HN0836'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 HN0836'DISK, STAMPED NO 2 1952, CEMENTED IN A DRILL HOLE IN BEDROCK
 HN0836'ABOUT 6 INCHES LOWER THAN THE STATION.  IT IS 29.4 FEET WEST
 HN0836'OF THE CAIRN.
 HN0836'
 HN0836'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED EDGE USGS 1963,
 HN0836'CEMENTED IN A DRILL HOLE IN BEDROCK ON THE WEST EDGE OF A
 HN0836'NARROW SANDSTONE RIDGE.  IT IS 2 FEET NORTH OF A CAIRN AND
 HN0836'ABOUT 100 FEET LOWER THAN THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0369 ***********************************************************************
 KM0369  DESIGNATION -  EDGE
 KM0369  PID         -  KM0369
 KM0369  STATE/COUNTY-  UT/UINTAH
 KM0369  COUNTRY     -  US
 KM0369  USGS QUAD   -  BIG PACK MOUNTAIN SE (2017)
 KM0369
 KM0369                         *CURRENT SURVEY CONTROL
 KM0369  ______________________________________________________________________
 KM0369* NAD 83(1994) POSITION- 39 51 54.24736(N) 109 36 53.94062(W)   ADJUSTED
 KM0369* NAVD 88 ORTHO HEIGHT -  1725.1   (meters)     5660.    (feet) VERTCON3
 KM0369  ______________________________________________________________________
 KM0369  GEOID HEIGHT    -        -17.514 (meters)                     GEOID18
 KM0369  LAPLACE CORR    -          4.96  (seconds)                    DEFLEC18
 KM0369  HORZ ORDER      -  FIRST
 KM0369
 KM0369.The horizontal coordinates were established by classical geodetic methods
 KM0369.and adjusted by the National Geodetic Survey in November 1997.
 KM0369
 KM0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0369
 KM0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0369.GEOID18 height accuracy estimate available here.
 KM0369
 KM0369.Click photographs - Photos may exist for this station.
 KM0369
 KM0369.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0369
 KM0369. The following values were computed from the NAD 83(1994) position.
 KM0369
 KM0369;                    North         East     Units Scale Factor Converg.
 KM0369;SPC UT C     - 2,171,750.260   661,256.980   MT  0.99989896   +1 12 27.0
 KM0369;SPC UT C     - 7,125,150.64  2,169,473.94   sFT  0.99989896   +1 12 27.0
 KM0369;UTM  12      - 4,413,699.171   618,459.046   MT  0.99977275   +0 53 16.3
 KM0369
 KM0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0369!SPC UT C     -   0.99973218  x   0.99989896  =   0.99963117
 KM0369!UTM  12      -   0.99973218  x   0.99977275  =   0.99950499
 KM0369
 KM0369:                Primary Azimuth Mark                     Grid Az
 KM0369:SPC UT C     -  EDGE AZ MK                               126 25 18.3
 KM0369:UTM  12      -  EDGE AZ MK                               126 44 29.0
 KM0369
 KM0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK1845913699(NAD 83)
 KM0369
 KM0369|---------------------------------------------------------------------|
 KM0369| PID    Reference Object                     Distance      Geod. Az  |
 KM0369|                                                           dddmmss.s |
 KM0369| CM6381 EDGE AZ MK                                         1273745.3 |
 KM0369| CM6382 EDGE RM 1                            18.444 METERS 16821     |
 KM0369| CM6383 EDGE RM 2                            29.108 METERS 21936     |
 KM0369|---------------------------------------------------------------------|
 KM0369
 KM0369                          SUPERSEDED SURVEY CONTROL
 KM0369
 KM0369  NAD 83(1993)-  39 51 54.23724(N)    109 36 53.92907(W) AD(       ) 1
 KM0369  NAD 83(1992)-  39 51 54.22474(N)    109 36 53.93003(W) AD(       ) 1
 KM0369  NAD 83(1986)-  39 51 54.22466(N)    109 36 53.92998(W) AD(       ) 1
 KM0369  NAD 27      -  39 51 54.34600(N)    109 36 51.45400(W) AD(       ) 1
 KM0369  NGVD 29 (07/19/86) 1724.0    (m)         5656.     (f) VERT ANG       
 KM0369
 KM0369.Superseded values are not recommended for survey control.
 KM0369
 KM0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0369.See file dsdata.pdf to determine how the superseded data were derived.
 KM0369
 KM0369_MARKER: DS = TRIANGULATION STATION DISK
 KM0369_SETTING: 0 = UNSPECIFIED SETTING
 KM0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0369+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2008
 KM0369
 KM0369  HISTORY     - Date     Condition        Report By
 KM0369  HISTORY     - 1936     MONUMENTED       CGS
 KM0369  HISTORY     - 1966     GOOD             USGS
 KM0369  HISTORY     - 20080717 GOOD             INDIV
 KM0369
 KM0369                          STATION DESCRIPTION
 KM0369
 KM0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 KM0369'ABOUT 15 MILES S AND 2-1/2 MILES E OF OURAY, ON E RIM OF WILLOW
 KM0369'CREEK CANYON, ABOUT 45 FEET S OF CENTER LINE OF TRACK ROAD ON
 KM0369'ROUND-TOPPED KNOLL, AND ABOUT ON LINE BETWEEN T 11 S, R 20 E AND
 KM0369'T 11 S, R 21 E.  THERE IS SLIGHTLY HIGHER GROUND TO S.  TO REACH
 KM0369'FROM OURAY, GO S ACROSS BRIDGE OVER GREEN RIVER.  FOLLOW
 KM0369'MAIN-TRAVELED ROAD S ACROSS RIVER FLATS 1.6 MILES TO CABLE
 KM0369'SUSPENSION BRIDGE OVER WHITE RIVER.  CROSS BRIDGE AND GO 0.05
 KM0369'MILE TO FORK.  TAKE RIGHT FORK AND GO 0.5 MILE.  THEN RIGHT
 KM0369'FORK AND GO 0.85 MILE.  FOLLOW LEFT FORK ON MAIN-TRAVELED
 KM0369'UNIMPROVED ROAD S 1.5 MILES TO DIM FORK.  KEEP STRAIGHT AHEAD
 KM0369'(S) ON LEFT FORK 0.55 MILE TO ANOTHER FORK AND SMALL PILE OF
 KM0369'ROCKS.  LEAVE MAIN-TRAVELED ROAD, TAKE LEFT FORK IN SOUTHERLY
 KM0369'DIRECTION AND GO 3.3 MILES TO ROAD COMING IN ON LEFT (THERE
 KM0369'IS ROCK CAIRN ON SMALL HILL JUST E OF THIS POINT).
 KM0369'CONTINUE ON MAIN-TRAVELED ROAD IN SOUTHEASTERLY DIRECTION 0.35
 KM0369'MILE TO DIM FORK.  TAKE LEFT FORK SE 1.95 MILES TO FORK
 KM0369'REACHED JUST AFTER PASSING SMALL HILL OR LEFT.  FOLLOW LEFT
 KM0369'FORK ON MAIN-TRAVELED ROAD SE (RIGHT FORK GOES DOWN INTO
 KM0369'WILLOW CREEK) 1.4 MILES TO TOP OF RISE AND ROCKY HILL ABOUT
 KM0369'100 YARDS TO RIGHT AND OLD SHEEP BEDDING GROUNDS ON LEFT
 KM0369'(TRIPOD OF POLES ABOUT 4 FEET HIGH IS ON LEFT SIDE OF ROAD
 KM0369'AT THIS POINT).  TAKE RIGHT FORK AT POLE TRIPOD AND GO 0.3
 KM0369'MILE TO FORK JUST BEYOND SMALL HILLTOP.  TAKE RIGHT FORK S
 KM0369'1.3 MILES TO DIM FORK.  KEEP TO RIGHT FORK AND MAIN-TRAVELED ROAD
 KM0369'WHICH DROPS DOWN INTO DRAW 0.95 MILE TO FORK IN BOTTOM OF
 KM0369'DRAW.  TAKE RIGHT FORK 4.95 MILES TO TOP OF HILL AND STATION
 KM0369'SITE.  MARKED BY STANDARD STATION DISK IN PIPE.  REFERENCE MARKS
 KM0369'ARE STANDARD REFERENCE DISKS IN BOULDERS 12 INCHES IN DIAMETER
 KM0369'PROJECTING 2 INCHES ABOVE GROUND.  NO. 1 IS 18.444 METERS (60.51
 KM0369'FEET) SSE OF STATION S 11 DEG 39 MIN E.  NO. 2 IS 29.108
 KM0369'METERS (95.50 FEET) SW OF STATION S 39 DEG 36 MIN W.
 KM0369'DISTANCE BETWEEN REFERENCE MARKS IS 74.38 FEET.  AZIMUTH MARK
 KM0369'IS STANDARD DISK IN OUTCROPPING BEDROCK, ON W EDGE OF ROCK
 KM0369'LEDGE WHICH FORMS E EDGE OF SMALL CANYON, AND IS 0.65 MILE SE
 KM0369'OF STATION S 52 DEG 22 MIN E.
 KM0369
 KM0369                          STATION RECOVERY (1966)
 KM0369
 KM0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KM0369'RECOVERED.
 KM0369'
 KM0369'STATION MARK--STANDARD STATION DISK, IN PIPE.
 KM0369
 KM0369                          STATION RECOVERY (2008)
 KM0369
 KM0369'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (RCW)
 KM0369'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0735 ***********************************************************************
 MS0735  DESIGNATION -  EDGE ET
 MS0735  PID         -  MS0735
 MS0735  STATE/COUNTY-  UT/BOX ELDER
 MS0735  COUNTRY     -  US
 MS0735  USGS QUAD   -  SALLY MOUNTAIN (2017)
 MS0735
 MS0735                         *CURRENT SURVEY CONTROL
 MS0735  ______________________________________________________________________
 MS0735* NAD 83(1994) POSITION- 41 00 22.75658(N) 112 53 03.72658(W)   ADJUSTED
 MS0735* NAVD 88 ORTHO HEIGHT -  1464.7   (meters)     4805.    (feet) VERTCON3
 MS0735  ______________________________________________________________________
 MS0735  GEOID HEIGHT    -        -17.104 (meters)                     GEOID18
 MS0735  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 MS0735  HORZ ORDER      -  SECOND
 MS0735
 MS0735.The horizontal coordinates were established by classical geodetic methods
 MS0735.and adjusted by the National Geodetic Survey in June 1998.
 MS0735
 MS0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0735
 MS0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0735.GEOID18 height accuracy estimate available here.
 MS0735
 MS0735.Click photographs - Photos may exist for this station.
 MS0735
 MS0735.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0735
 MS0735. The following values were computed from the NAD 83(1994) position.
 MS0735
 MS0735;                    North         East     Units Scale Factor Converg.
 MS0735;SPC UT N     - 1,075,662.311   383,545.927   MT  0.99996589   -0 54 46.0
 MS0735;SPC UT N     - 3,529,068.77  1,258,350.26   sFT  0.99996589   -0 54 46.0
 MS0735;SPC UT C     - 2,297,676.698   383,529.078   MT  1.00010820   -0 53 12.5
 MS0735;SPC UT C     - 7,538,294.30  1,258,294.98   sFT  1.00010820   -0 53 12.5
 MS0735;UTM  12      - 4,541,168.936   341,532.839   MT  0.99990908   -1 14 12.0
 MS0735
 MS0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0735!SPC UT N     -   0.99977298  x   0.99996589  =   0.99973888
 MS0735!SPC UT C     -   0.99977298  x   1.00010820  =   0.99988116
 MS0735!UTM  12      -   0.99977298  x   0.99990908  =   0.99968209
 MS0735
 MS0735:                Primary Azimuth Mark                     Grid Az
 MS0735:SPC UT N     -  NORTH LAKESIDE                           359 50 59.0
 MS0735:SPC UT C     -  NORTH LAKESIDE                           359 49 25.5
 MS0735:UTM  12      -  NORTH LAKESIDE                           000 10 25.0
 MS0735
 MS0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL4153241168(NAD 83)
 MS0735
 MS0735|---------------------------------------------------------------------|
 MS0735| PID    Reference Object                     Distance      Geod. Az  |
 MS0735|                                                           dddmmss.s |
 MS0735| MS0736 NORTH LAKESIDE                      APPROX.11.2 KM 3585613.0 |
 MS0735|---------------------------------------------------------------------|
 MS0735
 MS0735                          SUPERSEDED SURVEY CONTROL
 MS0735
 MS0735  NAD 83(1986)-  41 00 22.74592(N)    112 53 03.71638(W) AD(       ) 2
 MS0735  NAD 27      -  41 00 22.98552(N)    112 53 00.79596(W) AD(       ) 2
 MS0735  NGVD 29 (07/19/86) 1463.7    (m)         4802.     (f) VERT ANG       
 MS0735
 MS0735.Superseded values are not recommended for survey control.
 MS0735
 MS0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0735.See file dsdata.pdf to determine how the superseded data were derived.
 MS0735
 MS0735_MARKER: DD = SURVEY DISK
 MS0735_SETTING: 66 = SET IN ROCK OUTCROP
 MS0735_STAMPING: ET EDGE 1966
 MS0735_MARK LOGO: USGS
 MS0735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0735+STABILITY: POSITION/ELEVATION WELL
 MS0735
 MS0735  HISTORY     - Date     Condition        Report By
 MS0735  HISTORY     - 1966     MONUMENTED       USGS
 MS0735
 MS0735                          STATION DESCRIPTION
 MS0735
 MS0735'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (MRE)
 MS0735'LOCATED ABOUT 36 MI. (AIRLINE) NW. OF GRANTSVILLE.  ABOUT
 MS0735'16.5 MI. SW. OF BIRD ISLAND.  ABOUT 16.5 MI. W. OF CARRINGTON
 MS0735'ISLAND.  ABOUT 0.5 MI. N. OF THE BOX ELDER-TOOELE COUNTY
 MS0735'LINE.  ON A N.-S. RIDGE WITH JAGGED GRANITE OUTCROPS.  ON THE
 MS0735'E. SIDE OF THE LAKESIDE MOUNTAINS DIVIDE.  ON THE SUMMIT OF
 MS0735'A LOW TOP.
 MS0735'
 MS0735'REACHED BY HELICOPTER.
 MS0735'
 MS0735'STATION MARK--A STANDARD TABLET STAMPED EDGE 1966 ET CEMENTED
 MS0735'INTO DRILL HOLE IN BEDROCK.
 MS0735'
 MS0735'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0146 ***********************************************************************
 MS0146  DESIGNATION -  EE 333
 MS0146  PID         -  MS0146
 MS0146  STATE/COUNTY-  UT/DAVIS
 MS0146  COUNTRY     -  US
 MS0146  USGS QUAD   -  CLEARFIELD (2017)
 MS0146
 MS0146                         *CURRENT SURVEY CONTROL
 MS0146  ______________________________________________________________________
 MS0146* NAD 83(1986) POSITION- 41 05 21.     (N) 112 00 05.     (W)   SCALED
 MS0146* NAVD 88 ORTHO HEIGHT -  1359.469 (meters)     4460.19  (feet) ADJUSTED
 MS0146  ______________________________________________________________________
 MS0146  GEOID HEIGHT    -        -16.928 (meters)                     GEOID18
 MS0146  DYNAMIC HEIGHT  -       1358.408 (meters)     4456.71  (feet) COMP
 MS0146  MODELED GRAVITY -    979,796.8   (mgal)                       NAVD 88
 MS0146
 MS0146  VERT ORDER      -  FIRST     CLASS I
 MS0146
 MS0146.The horizontal coordinates were scaled from a map and have
 MS0146.an estimated accuracy of +/- 6 seconds.
 MS0146
 MS0146.The orthometric height was determined by differential leveling and
 MS0146.adjusted by the NATIONAL GEODETIC SURVEY
 MS0146.in June 1991.
 MS0146
 MS0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0146.GEOID18 height accuracy estimate available here.
 MS0146
 MS0146.Click photographs - Photos may exist for this station.
 MS0146
 MS0146.The dynamic height is computed by dividing the NAVD 88
 MS0146.geopotential number by the normal gravity value computed on the
 MS0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0146.degrees latitude (g = 980.6199 gals.).
 MS0146
 MS0146.The modeled gravity was interpolated from observed gravity values.
 MS0146
 MS0146;                    North         East    Units  Estimated Accuracy
 MS0146;SPC UT N     - 1,084,060.      457,870.      MT  (+/- 180 meters Scaled)
 MS0146
 MS0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL158491(NAD 83)
 MS0146
 MS0146                          SUPERSEDED SURVEY CONTROL
 MS0146
 MS0146  NGVD 29 (??/??/92) 1358.476  (m)         4456.93   (f) ADJ UNCH    1 1
 MS0146
 MS0146.Superseded values are not recommended for survey control.
 MS0146
 MS0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0146.See file dsdata.pdf to determine how the superseded data were derived.
 MS0146
 MS0146_MARKER: DB = BENCH MARK DISK
 MS0146_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MS0146_SP_SET: DRAIN STRUCTURE
 MS0146_STAMPING: EE 333 1945
 MS0146_MARK LOGO: CGS
 MS0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0146+STABILITY: SURFACE MOTION
 MS0146
 MS0146  HISTORY     - Date     Condition        Report By
 MS0146  HISTORY     - 1945     MONUMENTED       CGS
 MS0146  HISTORY     - 1967     GOOD             CGS
 MS0146  HISTORY     - 1988     MARK NOT FOUND   USGS
 MS0146
 MS0146                          STATION DESCRIPTION
 MS0146
 MS0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0146'1.9 MI SE FROM CLEARFIELD.
 MS0146'1.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE AT
 MS0146'CLEARFIELD, 2.75 MILES NORTHWEST OF LAYTON, AT THE JUNCTION OF STATE
 MS0146'HIGHWAY 108, AT THE NORTHEAST CORNER OF A SERVICE STATION LOT, IN THE
 MS0146'TOP OF THE WEST CORNER OF A CONCRETE DRAIN STRUCTURE WITH A WOODEN
 MS0146'COVER, 54 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANES OF
 MS0146'THE HIGHWAY, 56 1/2 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 MS0146'108, 9 1/2 FEET WEST OF A JUNCTION POWER POLE BEARING A LIGHT, 3.9
 MS0146'FEET SOUTH OF THE SOUTH EDGE OF THE SOUTH SIDEWALK OF STATE HIGHWAY
 MS0146'108, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 MS0146
 MS0146                          STATION RECOVERY (1988)
 MS0146
 MS0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (GH)
 MS0146'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0012 ***********************************************************************
 KN0012  DESIGNATION -  EE 52
 KN0012  PID         -  KN0012
 KN0012  STATE/COUNTY-  UT/CARBON
 KN0012  COUNTRY     -  US
 KN0012  USGS QUAD   -  CURRANT CANYON (2017)
 KN0012
 KN0012                         *CURRENT SURVEY CONTROL
 KN0012  ______________________________________________________________________
 KN0012* NAD 83(1986) POSITION- 39 48 10.     (N) 110 21 01.     (W)   SCALED
 KN0012* NAVD 88 ORTHO HEIGHT -  1859.579 (meters)     6100.97  (feet) ADJUSTED
 KN0012  ______________________________________________________________________
 KN0012  GEOID HEIGHT    -        -16.857 (meters)                     GEOID18
 KN0012  DYNAMIC HEIGHT  -       1857.701 (meters)     6094.81  (feet) COMP
 KN0012  MODELED GRAVITY -    979,550.7   (mgal)                       NAVD 88
 KN0012
 KN0012  VERT ORDER      -  SECOND    CLASS 0
 KN0012
 KN0012.The horizontal coordinates were scaled from a map and have
 KN0012.an estimated accuracy of +/- 6 seconds.
 KN0012
 KN0012.The orthometric height was determined by differential leveling and
 KN0012.adjusted by the NATIONAL GEODETIC SURVEY
 KN0012.in June 1991.
 KN0012
 KN0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0012.GEOID18 height accuracy estimate available here.
 KN0012
 KN0012.Click photographs - Photos may exist for this station.
 KN0012
 KN0012.The dynamic height is computed by dividing the NAVD 88
 KN0012.geopotential number by the normal gravity value computed on the
 KN0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0012.degrees latitude (g = 980.6199 gals.).
 KN0012
 KN0012.The modeled gravity was interpolated from observed gravity values.
 KN0012
 KN0012;                    North         East    Units  Estimated Accuracy
 KN0012;SPC UT C     - 2,163,770.      598,450.      MT  (+/- 180 meters Scaled)
 KN0012
 KN0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK556060(NAD 83)
 KN0012
 KN0012                          SUPERSEDED SURVEY CONTROL
 KN0012
 KN0012  NGVD 29 (??/??/92) 1858.328  (m)         6096.86   (f) ADJ UNCH    2 0
 KN0012
 KN0012.Superseded values are not recommended for survey control.
 KN0012
 KN0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0012.See file dsdata.pdf to determine how the superseded data were derived.
 KN0012
 KN0012_MARKER: DB = BENCH MARK DISK
 KN0012_SETTING: 80 = SET IN A BOULDER
 KN0012_STAMPING: EE 52 1934
 KN0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0012+STABILITY: SURFACE MOTION
 KN0012
 KN0012  HISTORY     - Date     Condition        Report By
 KN0012  HISTORY     - 1934     MONUMENTED       CGS
 KN0012  HISTORY     - 1968     MARK NOT FOUND   USGS
 KN0012
 KN0012                          STATION DESCRIPTION
 KN0012
 KN0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0012'3.9 MI E FROM WELLINGTON.
 KN0012'ABOUT 3.9 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE DENVER AND RIO
 KN0012'GRANDE WESTERN RAILROAD STATION AT WELLINGTON, CARBON COUNTY, THENCE
 KN0012'ABOUT 29.2 MILES NORTHEAST ALONG STATE HIGHWAY 53.  ABOUT 18.4 MILES
 KN0012'NORTH OF THE NINE MILE COAL MINE, ABOUT 5.8 MILES SOUTH OF THE NUTTER
 KN0012'RANCH, ABOUT 0.3 MILE EAST OF A BRIDGE AND A FORK IN THE HIGHWAY, JUST
 KN0012'ABOVE A WYE IN THE CANYONS, AT THE FOOT OF A CRESCENT-SHAPED CLIFF, 33
 KN0012'FEET EAST OF A 4-PLANK BRIDGE OVER A DITCH, 15 FEET NORTH OF THE
 KN0012'CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A SANDSTONE BOULDER. A
 KN0012'STANDARD DISK, STAMPED EE 52 1934.
 KN0012
 KN0012                          STATION RECOVERY (1968)
 KN0012
 KN0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KN0012'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0017 ***********************************************************************
 LP0017  DESIGNATION -  EE 88
 LP0017  PID         -  LP0017
 LP0017  STATE/COUNTY-  UT/TOOELE
 LP0017  COUNTRY     -  US
 LP0017  USGS QUAD   -  MILLS JUNCTION (2017)
 LP0017
 LP0017                         *CURRENT SURVEY CONTROL
 LP0017  ______________________________________________________________________
 LP0017* NAD 83(1986) POSITION- 40 40 02.     (N) 112 16 40.     (W)   SCALED
 LP0017* NAVD 88 ORTHO HEIGHT -  1310.509 (meters)     4299.56  (feet) ADJUSTED
 LP0017  ______________________________________________________________________
 LP0017  GEOID HEIGHT    -        -17.372 (meters)                     GEOID18
 LP0017  DYNAMIC HEIGHT  -       1309.492 (meters)     4296.23  (feet) COMP
 LP0017  MODELED GRAVITY -    979,803.6   (mgal)                       NAVD 88
 LP0017
 LP0017  VERT ORDER      -  SECOND    CLASS 0
 LP0017
 LP0017.The horizontal coordinates were scaled from a map and have
 LP0017.an estimated accuracy of +/- 6 seconds.
 LP0017
 LP0017.The orthometric height was determined by differential leveling and
 LP0017.adjusted by the NATIONAL GEODETIC SURVEY
 LP0017.in June 1991.
 LP0017
 LP0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0017.GEOID18 height accuracy estimate available here.
 LP0017
 LP0017.Click photographs - Photos may exist for this station.
 LP0017
 LP0017.The dynamic height is computed by dividing the NAVD 88
 LP0017.geopotential number by the normal gravity value computed on the
 LP0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0017.degrees latitude (g = 980.6199 gals.).
 LP0017
 LP0017.The modeled gravity was interpolated from observed gravity values.
 LP0017
 LP0017;                    North         East    Units  Estimated Accuracy
 LP0017;SPC UT C     - 2,259,400.      434,230.      MT  (+/- 180 meters Scaled)
 LP0017
 LP0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL919026(NAD 83)
 LP0017
 LP0017                          SUPERSEDED SURVEY CONTROL
 LP0017
 LP0017  NGVD 29 (??/??/92) 1309.476  (m)         4296.17   (f) ADJ UNCH    2 0
 LP0017
 LP0017.Superseded values are not recommended for survey control.
 LP0017
 LP0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0017.See file dsdata.pdf to determine how the superseded data were derived.
 LP0017
 LP0017_MARKER: DB = BENCH MARK DISK
 LP0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0017_STAMPING: EE 88 1934
 LP0017_MARK LOGO: CGS
 LP0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0017+STABILITY: SURFACE MOTION
 LP0017
 LP0017  HISTORY     - Date     Condition        Report By
 LP0017  HISTORY     - 1934     MONUMENTED       CGS
 LP0017  HISTORY     - 1955     MARK NOT FOUND   USGS
 LP0017  HISTORY     - 20141014 MARK NOT FOUND   GEOCAC
 LP0017
 LP0017                          STATION DESCRIPTION
 LP0017
 LP0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0017'0.9 MI W FROM MORRIS.
 LP0017'0.9 MILE WEST ALONG AN OLD ROAD FROM MORRIS, TOOELE COUNTY, JUST NORTH
 LP0017'OF A HOUSE, AT TELEPHONE POLE 953, IN LINE WITH THE ROW OF POLES, 38
 LP0017'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 2 FEET NORTH OF THE
 LP0017'PROPERTY LINE.  A STANDARD DISK, STAMPED EE 88 1934 AND SET IN THE TOP
 LP0017'OF A CONCRETE POST.
 LP0017
 LP0017                          STATION RECOVERY (1955)
 LP0017
 LP0017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LP0017'MARK NOT FOUND.
 LP0017
 LP0017                          STATION RECOVERY (2014)
 LP0017
 LP0017'RECOVERY NOTE BY GEOCACHING 2014 (BRB)
 LP0017'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0236 ***********************************************************************
 MS0236  DESIGNATION -  EE 89
 MS0236  PID         -  MS0236
 MS0236  STATE/COUNTY-  UT/BOX ELDER
 MS0236  COUNTRY     -  US
 MS0236  USGS QUAD   -  MONUMENT PEAK NE (2017)
 MS0236
 MS0236                         *CURRENT SURVEY CONTROL
 MS0236  ______________________________________________________________________
 MS0236* NAD 83(1986) POSITION- 41 58 01.     (N) 112 47 14.     (W)   SCALED
 MS0236* NAVD 88 ORTHO HEIGHT -  1367.054 (meters)     4485.08  (feet) ADJUSTED
 MS0236  ______________________________________________________________________
 MS0236  GEOID HEIGHT    -        -14.957 (meters)                     GEOID18
 MS0236  DYNAMIC HEIGHT  -       1366.158 (meters)     4482.14  (feet) COMP
 MS0236  MODELED GRAVITY -    979,919.1   (mgal)                       NAVD 88
 MS0236
 MS0236  VERT ORDER      -  SECOND    CLASS 0
 MS0236
 MS0236.The horizontal coordinates were scaled from a map and have
 MS0236.an estimated accuracy of +/- 6 seconds.
 MS0236
 MS0236.The orthometric height was determined by differential leveling and
 MS0236.adjusted by the NATIONAL GEODETIC SURVEY
 MS0236.in June 1991.
 MS0236
 MS0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0236.GEOID18 height accuracy estimate available here.
 MS0236
 MS0236.Click photographs - Photos may exist for this station.
 MS0236
 MS0236.The dynamic height is computed by dividing the NAVD 88
 MS0236.geopotential number by the normal gravity value computed on the
 MS0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0236.degrees latitude (g = 980.6199 gals.).
 MS0236
 MS0236.The modeled gravity was interpolated from observed gravity values.
 MS0236
 MS0236;                    North         East    Units  Estimated Accuracy
 MS0236;SPC UT N     - 1,182,210.      393,300.      MT  (+/- 180 meters Scaled)
 MS0236
 MS0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM519476(NAD 83)
 MS0236
 MS0236                          SUPERSEDED SURVEY CONTROL
 MS0236
 MS0236  NGVD 29 (??/??/92) 1366.036  (m)         4481.74   (f) ADJ UNCH    2 0
 MS0236
 MS0236.Superseded values are not recommended for survey control.
 MS0236
 MS0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0236.See file dsdata.pdf to determine how the superseded data were derived.
 MS0236
 MS0236_MARKER: DB = BENCH MARK DISK
 MS0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0236_STAMPING: EE 89 1960
 MS0236_MARK LOGO: CGS
 MS0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0236+STABILITY: SURFACE MOTION
 MS0236
 MS0236  HISTORY     - Date     Condition        Report By
 MS0236  HISTORY     - 1960     MONUMENTED       CGS
 MS0236
 MS0236                          STATION DESCRIPTION
 MS0236
 MS0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MS0236'4.1 MI W FROM SNOWVILLE.
 MS0236'4.1 MILES WEST ALONG U.S. HIGHWAY 30S FROM THE NELSON CAFE AT
 MS0236'SNOWVILLE, 51 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.3 FEET
 MS0236'WEST OF A METAL WITNESS POST WITH SIGN, 8 INCHES SOUTH OF A FENCE
 MS0236'LINE, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1026 ***********************************************************************
 LO1026  DESIGNATION -  EGGETT
 LO1026  PID         -  LO1026
 LO1026  STATE/COUNTY-  UT/SALT LAKE
 LO1026  COUNTRY     -  US
 LO1026  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO1026
 LO1026                         *CURRENT SURVEY CONTROL
 LO1026  ______________________________________________________________________
 LO1026* NAD 83(1994) POSITION- 40 47 08.59284(N) 111 58 47.67995(W)   ADJUSTED
 LO1026* NAVD 88 ORTHO HEIGHT -  1312.3   (meters)     4305.    (feet) VERTCON3
 LO1026  ______________________________________________________________________
 LO1026  GEOID HEIGHT    -        -17.063 (meters)                     GEOID18
 LO1026  LAPLACE CORR    -          3.92  (seconds)                    DEFLEC18
 LO1026  HORZ ORDER      -  FIRST
 LO1026
 LO1026.This mark is at Salt Lake City Airport (SLC)
 LO1026
 LO1026.The horizontal coordinates were established by classical geodetic methods
 LO1026.and adjusted by the National Geodetic Survey in November 1997.
 LO1026
 LO1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1026
 LO1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1026.GEOID18 height accuracy estimate available here.
 LO1026
 LO1026.Click photographs - Photos may exist for this station.
 LO1026
 LO1026.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1026
 LO1026. The following values were computed from the NAD 83(1994) position.
 LO1026
 LO1026;                    North         East     Units Scale Factor Converg.
 LO1026;SPC UT C     - 2,272,384.108   459,490.820   MT  1.00003660   -0 18 26.7
 LO1026;SPC UT C     - 7,455,313.53  1,507,512.80   sFT  1.00003660   -0 18 26.7
 LO1026;UTM  12      - 4,515,432.288   417,321.057   MT  0.99968414   -0 38 24.5
 LO1026
 LO1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1026!SPC UT C     -   0.99979686  x   1.00003660  =   0.99983345
 LO1026!UTM  12      -   0.99979686  x   0.99968414  =   0.99948106
 LO1026
 LO1026:                Primary Azimuth Mark                     Grid Az
 LO1026:SPC UT C     -  SALT LAKE CITY ST CAPITOL DOME           097 05 27.7
 LO1026:UTM  12      -  SALT LAKE CITY ST CAPITOL DOME           097 25 25.5
 LO1026
 LO1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1732115432(NAD 83)
 LO1026
 LO1026|---------------------------------------------------------------------|
 LO1026| PID    Reference Object                     Distance      Geod. Az  |
 LO1026|                                                           dddmmss.s |
 LO1026| CM5533 EGGETT RM 1                           7.982 METERS 06404     |
 LO1026| LO1004 SALT LAKE CITY W MICROWAVE TWR      APPROX. 7.3 KM 0730804.0 |
 LO1026| LO1003 ENSIGN PEAK MONUMENT                APPROX. 7.6 KM 0824028.4 |
 LO1026| LO1015 SALT LAKE CITY UP RR STACK          APPROX. 6.2 KM 0884347.5 |
 LO1026| LO1019 SALT LAKE CITY FAA ARTC TWR         APPROX. 2.3 KM 0894649.8 |
 LO1026| LO0993 SALT LAKE LDS CHILD HOSP STACK      APPROX. 8.4 KM 0945021.3 |
 LO1026| LO0996 SALT LAKE CITY ST CAPITOL DOME      APPROX. 7.8 KM 0964701.0 |
 LO1026| LO1011 SALT LAKE CITY LDS CH BLDG LT       APPROX. 7.8 KM 1020126.5 |
 LO1026| LO1002 SALT LAKE CITY TEMPLE E SPIRE       APPROX. 7.6 KM 1024827.7 |
 LO1026| LO1000 SALT LAKE CITY TEMPLE W SPIRE       APPROX. 7.6 KM 1025300.0 |
 LO1026| LO1013 SALT LAKE CITY HARDWARE CO TK       APPROX. 6.7 KM 1030436.2 |
 LO1026| LO1014 SALT LAKE CITY ENVIROTECH TANK      APPROX. 6.9 KM 1105710.9 |
 LO1026| LO0997 SALT LAKE CITY UTAH PWR E STK       APPROX. 4.9 KM 1115839.3 |
 LO1026| LO0991 SALT LAKE CITY UT PWR CEN STK       APPROX. 4.8 KM 1131609.1 |
 LO1026| CM5534 EGGETT RM 2                          10.631 METERS 31623     |
 LO1026|---------------------------------------------------------------------|
 LO1026
 LO1026                          SUPERSEDED SURVEY CONTROL
 LO1026
 LO1026  NAD 83(1993)-  40 47 08.59189(N)    111 58 47.68002(W) AD(       ) 1
 LO1026  NAD 83(1986)-  40 47 08.58189(N)    111 58 47.67104(W) AD(       ) 1
 LO1026  NAD 27      -  40 47 08.77792(N)    111 58 44.89085(W) AD(       ) 1
 LO1026  NGVD 29 (07/19/86) 1311.4    (m)         4302.     (f) VERT ANG       
 LO1026
 LO1026.Superseded values are not recommended for survey control.
 LO1026
 LO1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1026.See file dsdata.pdf to determine how the superseded data were derived.
 LO1026
 LO1026_MARKER: DH = HORIZONTAL CONTROL DISK
 LO1026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO1026_SP_SET: BUILDING ROOF
 LO1026_STAMPING: EGGERT 1974
 LO1026_MARK LOGO: NGS
 LO1026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO1026
 LO1026  HISTORY     - Date     Condition        Report By
 LO1026  HISTORY     - 1974     MONUMENTED       NGS
 LO1026  HISTORY     - 1980     GOOD             NGS
 LO1026
 LO1026                          STATION DESCRIPTION
 LO1026
 LO1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LO1026'THE STATION IS LOCATED ABOUT 8.5 MILES EAST OF THE SHORE OF THE
 LO1026'GREAT SALT LAKE, 1 MILE NORTH OF U.S. HIGHWAY 40, AT THE WEST EDGE
 LO1026'OF SALT LAKE CITY AND ON A ROOF AT THE BASE OF THE CAB OF THE
 LO1026'CONTROL TOWER ON THE ADMINISTRATION BUILDING OF THE SALT LAKE CITY
 LO1026'INTERNATIONAL AIRPORT.  PERMISSION TO USE THE STATION CAN BE
 LO1026'OBTAINED FROM MR. RODGER EGGETT, PHONE NUMBER 355-5231.
 LO1026'
 LO1026'THE STATION MARKS ARE STANDARD DISKS STAMPED EGGETT 1974, THE
 LO1026'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 LO1026'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE ROOF AND IS GLUED TO THE
 LO1026'ROOF OF THE BUILDING.  IT IS 13.5 FEET SOUTH OF THE SOUTH WALL OF
 LO1026'THE CAB, 6.5 FEET NORTH OF THE SOUTH CORNER OF THE ROOF AND 2.5
 LO1026'FEET EAST-NORTHEAST OF THE SOUTHWEST RAILING OF THE ROOF.  THE
 LO1026'SUB-SURFACE DISK IS SET IN A DRILL HOLE IN THE ROOF SURFACE.
 LO1026'
 LO1026'REFERENCE MARK 1 IS AN ARROW CHISELED IN A RAILING POST OF THE
 LO1026'SOUTH SIDE OF THE ROOF AT THE STAIRWAY TO THE ROOF AND IS STAMPED
 LO1026'RM 2 1974.  IT IS 23 FEET SOUTHWEST OF THE EAST CORNER OF THE ROOF
 LO1026'AND 4.5 SOUTH OF THE SOUTHEAST CORNER OF THE CAB.  THE RAIL IS
 LO1026'ABOUT 3 FEET HIGHER THAN THE STATION.
 LO1026'
 LO1026'REFERENCE MARK 2 IS AN ARROW CHISELED IN THE RAILING AT THE
 LO1026'NORTHWEST CORNER OF THE ROOF AND IS STAMPED RM 1 1974.  IT IS 25
 LO1026'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE CAB AND 22 FEET WEST
 LO1026'OF THE NORTHWEST CORNER OF THE CAB.  THE RAIL IS ABOUT 3 FEET
 LO1026'HIGHER THAN THE STATION.
 LO1026'
 LO1026'ANY OF THE INTERSECTION STATIONS LISTED ABOVE CAN BE USED FOR AN
 LO1026'AZIMUTH.
 LO1026
 LO1026                          STATION RECOVERY (1980)
 LO1026
 LO1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DRM)
 LO1026'STATION, RM 1 AND RM 2 WERE RECOVERED AS DESCRIBED IN GOOD
 LO1026'CONDITION.
 LO1026'
 LO1026'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO1026'AT SALT LAKE CITY INTL APT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0273 ***********************************************************************
 HM0273  DESIGNATION -  EL 25
 HM0273  PID         -  HM0273
 HM0273  STATE/COUNTY-  UT/SAN JUAN
 HM0273  COUNTRY     -  US
 HM0273  USGS QUAD   -  KANE GULCH (2017)
 HM0273
 HM0273                         *CURRENT SURVEY CONTROL
 HM0273  ______________________________________________________________________
 HM0273* NAD 83(1986) POSITION- 37 34 49.     (N) 109 55 02.     (W)   SCALED
 HM0273* NAVD 88 ORTHO HEIGHT -  2084.833 (meters)     6839.99  (feet) ADJUSTED
 HM0273  ______________________________________________________________________
 HM0273  GEOID HEIGHT    -        -19.563 (meters)                     GEOID18
 HM0273  DYNAMIC HEIGHT  -       2082.347 (meters)     6831.83  (feet) COMP
 HM0273  MODELED GRAVITY -    979,362.3   (mgal)                       NAVD 88
 HM0273
 HM0273  VERT ORDER      -  FIRST     CLASS II
 HM0273
 HM0273.The horizontal coordinates were scaled from a map and have
 HM0273.an estimated accuracy of +/- 6 seconds.
 HM0273
 HM0273.The orthometric height was determined by differential leveling and
 HM0273.adjusted by the NATIONAL GEODETIC SURVEY
 HM0273.in June 1991.
 HM0273
 HM0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0273.GEOID18 height accuracy estimate available here.
 HM0273
 HM0273.Click photographs - Photos may exist for this station.
 HM0273
 HM0273.The dynamic height is computed by dividing the NAVD 88
 HM0273.geopotential number by the normal gravity value computed on the
 HM0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0273.degrees latitude (g = 980.6199 gals.).
 HM0273
 HM0273.The modeled gravity was interpolated from observed gravity values.
 HM0273
 HM0273;                    North         East    Units  Estimated Accuracy
 HM0273;SPC UT S     - 3,102,580.      639,800.      MT  (+/- 180 meters Scaled)
 HM0273
 HM0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG956597(NAD 83)
 HM0273
 HM0273                          SUPERSEDED SURVEY CONTROL
 HM0273
 HM0273  NGVD 29 (??/??/92) 2083.722  (m)         6836.34   (f) ADJ UNCH    1 2
 HM0273
 HM0273.Superseded values are not recommended for survey control.
 HM0273
 HM0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0273.See file dsdata.pdf to determine how the superseded data were derived.
 HM0273
 HM0273_MARKER: DD = SURVEY DISK
 HM0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0273_STAMPING: 6837 EL 25 1934
 HM0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0273+STABILITY: SURFACE MOTION
 HM0273
 HM0273  HISTORY     - Date     Condition        Report By
 HM0273  HISTORY     - 1934     MONUMENTED       USGS
 HM0273  HISTORY     - 1958     GOOD             CGS
 HM0273
 HM0273                          STATION DESCRIPTION
 HM0273
 HM0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HM0273'20.1 MI SE FROM FRY CANYON.
 HM0273'ABOUT 20.1 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HM0273'AT FRY CANYON, AT GRAND FLAT, AT THE JUNCTION OF OLD STATE HIGHWAY 95
 HM0273'LEADING NORTH, 98 FEET NORTH-NORTHWEST OF THE CENTER OF THE JUNCTION,
 HM0273'89 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 56 FEET
 HM0273'WEST-NORTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY, 20 FEET WEST OF
 HM0273'A 15-INCH FORKED PINE TREE, 3 1/2 FEET HIGHER THAN THE JUNCTION AND IN
 HM0273'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0269 ***********************************************************************
 HM0269  DESIGNATION -  EL 41
 HM0269  PID         -  HM0269
 HM0269  STATE/COUNTY-  UT/SAN JUAN
 HM0269  COUNTRY     -  US
 HM0269  USGS QUAD   -  KANE GULCH (2017)
 HM0269
 HM0269                         *CURRENT SURVEY CONTROL
 HM0269  ______________________________________________________________________
 HM0269* NAD 83(1986) POSITION- 37 33 15.     (N) 109 56 07.     (W)   SCALED
 HM0269* NAVD 88 ORTHO HEIGHT -  2039.957 (meters)     6692.76  (feet) ADJUSTED
 HM0269  ______________________________________________________________________
 HM0269  GEOID HEIGHT    -        -19.705 (meters)                     GEOID18
 HM0269  DYNAMIC HEIGHT  -       2037.542 (meters)     6684.84  (feet) COMP
 HM0269  MODELED GRAVITY -    979,372.7   (mgal)                       NAVD 88
 HM0269
 HM0269  VERT ORDER      -  FIRST     CLASS II
 HM0269
 HM0269.The horizontal coordinates were scaled from a map and have
 HM0269.an estimated accuracy of +/- 6 seconds.
 HM0269
 HM0269.The orthometric height was determined by differential leveling and
 HM0269.adjusted by the NATIONAL GEODETIC SURVEY
 HM0269.in June 1991.
 HM0269
 HM0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0269.GEOID18 height accuracy estimate available here.
 HM0269
 HM0269.Click photographs - Photos may exist for this station.
 HM0269
 HM0269.The dynamic height is computed by dividing the NAVD 88
 HM0269.geopotential number by the normal gravity value computed on the
 HM0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0269.degrees latitude (g = 980.6199 gals.).
 HM0269
 HM0269.The modeled gravity was interpolated from observed gravity values.
 HM0269
 HM0269;                    North         East    Units  Estimated Accuracy
 HM0269;SPC UT S     - 3,099,650.      638,250.      MT  (+/- 180 meters Scaled)
 HM0269
 HM0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG940568(NAD 83)
 HM0269
 HM0269                          SUPERSEDED SURVEY CONTROL
 HM0269
 HM0269  NGVD 29 (??/??/92) 2038.866  (m)         6689.18   (f) ADJ UNCH    1 2
 HM0269
 HM0269.Superseded values are not recommended for survey control.
 HM0269
 HM0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0269.See file dsdata.pdf to determine how the superseded data were derived.
 HM0269
 HM0269_MARKER: DD = SURVEY DISK
 HM0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0269_STAMPING: 6690 EL 41 1934
 HM0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0269+STABILITY: SURFACE MOTION
 HM0269
 HM0269  HISTORY     - Date     Condition        Report By
 HM0269  HISTORY     - 1934     MONUMENTED       USGS
 HM0269  HISTORY     - 1958     GOOD             CGS
 HM0269
 HM0269                          STATION DESCRIPTION
 HM0269
 HM0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HM0269'18.0 MI SE FROM FRY CANYON.
 HM0269'ABOUT 18.0 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HM0269'AT FRY CANYON, 0.1 MILE SOUTHWEST OF THE CENTER OF A CURVE, 0.05 MILE
 HM0269'NORTHEAST OF AN ABANDONED CAR BODY, 55 FEET SOUTHEAST OF THE CENTER
 HM0269'LINE OF THE HIGHWAY, 2 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL
 HM0269'WITH THE HIGHWAY AND IN THE TOP OF A SANDSTONE POST PROJECTING 4
 HM0269'INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0265 ***********************************************************************
 HM0265  DESIGNATION -  EL 42
 HM0265  PID         -  HM0265
 HM0265  STATE/COUNTY-  UT/SAN JUAN
 HM0265  COUNTRY     -  US
 HM0265  USGS QUAD   -  KANE GULCH (2017)
 HM0265
 HM0265                         *CURRENT SURVEY CONTROL
 HM0265  ______________________________________________________________________
 HM0265* NAD 83(1986) POSITION- 37 32 25.     (N) 109 57 56.     (W)   SCALED
 HM0265* NAVD 88 ORTHO HEIGHT -  1997.076 (meters)     6552.07  (feet) ADJUSTED
 HM0265  ______________________________________________________________________
 HM0265  GEOID HEIGHT    -        -19.831 (meters)                     GEOID18
 HM0265  DYNAMIC HEIGHT  -       1994.726 (meters)     6544.36  (feet) COMP
 HM0265  MODELED GRAVITY -    979,380.9   (mgal)                       NAVD 88
 HM0265
 HM0265  VERT ORDER      -  FIRST     CLASS II
 HM0265
 HM0265.The horizontal coordinates were scaled from a map and have
 HM0265.an estimated accuracy of +/- 6 seconds.
 HM0265
 HM0265.The orthometric height was determined by differential leveling and
 HM0265.adjusted by the NATIONAL GEODETIC SURVEY
 HM0265.in June 1991.
 HM0265
 HM0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0265.GEOID18 height accuracy estimate available here.
 HM0265
 HM0265.Click photographs - Photos may exist for this station.
 HM0265
 HM0265.The dynamic height is computed by dividing the NAVD 88
 HM0265.geopotential number by the normal gravity value computed on the
 HM0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0265.degrees latitude (g = 980.6199 gals.).
 HM0265
 HM0265.The modeled gravity was interpolated from observed gravity values.
 HM0265
 HM0265;                    North         East    Units  Estimated Accuracy
 HM0265;SPC UT S     - 3,098,070.      635,600.      MT  (+/- 180 meters Scaled)
 HM0265
 HM0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG913553(NAD 83)
 HM0265
 HM0265                          SUPERSEDED SURVEY CONTROL
 HM0265
 HM0265  NGVD 29 (??/??/92) 1995.999  (m)         6548.54   (f) ADJ UNCH    1 2
 HM0265
 HM0265.Superseded values are not recommended for survey control.
 HM0265
 HM0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0265.See file dsdata.pdf to determine how the superseded data were derived.
 HM0265
 HM0265_MARKER: DD = SURVEY DISK
 HM0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0265_STAMPING: 6549 EL 42 1934
 HM0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0265+STABILITY: SURFACE MOTION
 HM0265
 HM0265  HISTORY     - Date     Condition        Report By
 HM0265  HISTORY     - 1934     MONUMENTED       USGS
 HM0265  HISTORY     - 1958     GOOD             CGS
 HM0265
 HM0265                          STATION DESCRIPTION
 HM0265
 HM0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HM0265'15.95 MI SE FROM FRY CANYON.
 HM0265'ABOUT 15.95 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST
 HM0265'OFFICE AT FRY CANYON, 0.1 MILE WEST-SOUTHWEST OF THE JUNCTION OF A
 HM0265'FORMER ALIGNMENT OF THE HIGHWAY, 140 FEET SOUTH AND ACROSS THE OLD
 HM0265'HIGHWAY FROM THE CENTER LINE OF THE NEW HIGHWAY, 135 FEET
 HM0265'WEST-SOUTHWEST OF THE JUNCTION OF THE OLD HIGHWAY AND THE MORMON
 HM0265'TRAIL, 48 FEET NORTHWEST OF THE CENTER LINE OF THE TRAIL, 38 FEET
 HM0265'SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY, 13 FEET EAST OF A 12-INCH
 HM0265'PINON TREE AND IN THE TOP OF A SANDSTONE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0322 ***********************************************************************
 HM0322  DESIGNATION -  EL 43
 HM0322  PID         -  HM0322
 HM0322  STATE/COUNTY-  UT/SAN JUAN
 HM0322  COUNTRY     -  US
 HM0322  USGS QUAD   -  KANE GULCH (2017)
 HM0322
 HM0322                         *CURRENT SURVEY CONTROL
 HM0322  ______________________________________________________________________
 HM0322* NAD 83(1986) POSITION- 37 33 21.     (N) 109 59 56.     (W)   SCALED
 HM0322* NAVD 88 ORTHO HEIGHT -  1936.041 (meters)     6351.83  (feet) ADJUSTED
 HM0322  ______________________________________________________________________
 HM0322  GEOID HEIGHT    -        -19.877 (meters)                     GEOID18
 HM0322  DYNAMIC HEIGHT  -       1933.790 (meters)     6344.44  (feet) COMP
 HM0322  MODELED GRAVITY -    979,397.8   (mgal)                       NAVD 88
 HM0322
 HM0322  VERT ORDER      -  FIRST     CLASS II
 HM0322
 HM0322.The horizontal coordinates were scaled from a map and have
 HM0322.an estimated accuracy of +/- 6 seconds.
 HM0322
 HM0322.The orthometric height was determined by differential leveling and
 HM0322.adjusted by the NATIONAL GEODETIC SURVEY
 HM0322.in June 1991.
 HM0322
 HM0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0322.GEOID18 height accuracy estimate available here.
 HM0322
 HM0322.Click photographs - Photos may exist for this station.
 HM0322
 HM0322.The dynamic height is computed by dividing the NAVD 88
 HM0322.geopotential number by the normal gravity value computed on the
 HM0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0322.degrees latitude (g = 980.6199 gals.).
 HM0322
 HM0322.The modeled gravity was interpolated from observed gravity values.
 HM0322
 HM0322;                    North         East    Units  Estimated Accuracy
 HM0322;SPC UT S     - 3,099,750.      632,630.      MT  (+/- 180 meters Scaled)
 HM0322
 HM0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG884570(NAD 83)
 HM0322
 HM0322                          SUPERSEDED SURVEY CONTROL
 HM0322
 HM0322  NGVD 29 (??/??/92) 1934.98   (m)         6348.3    (f) COMPUTED    1 2
 HM0322
 HM0322.Superseded values are not recommended for survey control.
 HM0322
 HM0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0322.See file dsdata.pdf to determine how the superseded data were derived.
 HM0322
 HM0322_MARKER: DD = SURVEY DISK
 HM0322_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HM0322_STAMPING: 6349 EL 43 1934
 HM0322_MARK LOGO: USGS
 HM0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0322
 HM0322  HISTORY     - Date     Condition        Report By
 HM0322  HISTORY     - 1934     MONUMENTED       USGS
 HM0322  HISTORY     - 1958     GOOD             CGS
 HM0322
 HM0322                          STATION DESCRIPTION
 HM0322
 HM0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HM0322'13.75 MI SE FROM FRY CANYON.
 HM0322'ABOUT 13.75 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST
 HM0322'OFFICE AT FRY CANYON, 0.9 MILE SOUTHEAST OF THE JUNCTION OF A ROAD TO
 HM0322'NATURAL BRIDGES INFORMATION CENTER, AT A SUMMIT, 38 FEET NORTHEAST OF
 HM0322'THE CENTER LINE OF THE HIGHWAY, 34 FEET SOUTHWEST OF THE CENTER LINE
 HM0322'OF THE OLD HIGHWAY, 1 FOOT NORTHEAST OF A WITNESS POST, 1 FOOT HIGHER
 HM0322'THAN THE HIGHWAY AND IN THE TOP OF A SANDSTONE POST PROJECTING 3
 HM0322'INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0071 ***********************************************************************
 HN0071  DESIGNATION -  EL 43
 HN0071  PID         -  HN0071
 HN0071  STATE/COUNTY-  UT/SAN JUAN
 HN0071  COUNTRY     -  US
 HN0071  USGS QUAD   -  MOSS BACK BUTTE (2017)
 HN0071
 HN0071                         *CURRENT SURVEY CONTROL
 HN0071  ______________________________________________________________________
 HN0071* NAD 83(1986) POSITION- 37 33 26.     (N) 110 00 02.     (W)   SCALED
 HN0071* NAVD 88 ORTHO HEIGHT -  1936.05  (+/-2cm)     6351.9   (feet) VERTCON3
 HN0071  ______________________________________________________________________
 HN0071  GEOID HEIGHT    -        -19.878 (meters)                     GEOID18
 HN0071  VERT ORDER      -  ? (See Below)
 HN0071
 HN0071.The horizontal coordinates were scaled from a map and have
 HN0071.an estimated accuracy of +/- 6 seconds.
 HN0071
 HN0071.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0071
 HN0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0071.GEOID18 height accuracy estimate available here.
 HN0071
 HN0071.The vertical order pertains to the NGVD 29 superseded value.
 HN0071
 HN0071.Click photographs - Photos may exist for this station.
 HN0071
 HN0071;                    North         East    Units  Estimated Accuracy
 HN0071;SPC UT S     - 3,099,900.      632,480.      MT  (+/- 180 meters Scaled)
 HN0071
 HN0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG882571(NAD 83)
 HN0071
 HN0071                          SUPERSEDED SURVEY CONTROL
 HN0071
 HN0071  NGVD 29 (??/??/92) 1934.984  (m)         6348.36   (f) ADJ UNCH       
 HN0071
 HN0071.Superseded values are not recommended for survey control.
 HN0071
 HN0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0071.See file dsdata.pdf to determine how the superseded data were derived.
 HN0071
 HN0071_MARKER: DD = SURVEY DISK
 HN0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0071_STAMPING: 6349 EL 43 1934
 HN0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0071+STABILITY: SURFACE MOTION
 HN0071
 HN0071  HISTORY     - Date     Condition        Report By
 HN0071  HISTORY     - 1934     MONUMENTED       USGS
 HN0071  HISTORY     - 1958     GOOD             CGS
 HN0071
 HN0071                          STATION DESCRIPTION
 HN0071
 HN0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0071'13.75 MI SE FROM FRY CANYON.
 HN0071'ABOUT 13.75 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST
 HN0071'OFFICE AT FRY CANYON, 0.9 MILE SOUTHEAST OF THE JUNCTION OF A ROAD TO
 HN0071'NATURAL BRIDGES INFORMATION CENTER, AT A SUMMIT, 38 FEET NORTHEAST OF
 HN0071'THE CENTER LINE OF THE HIGHWAY, 34 FEET SOUTHWEST OF THE CENTER LINE
 HN0071'OF THE OLD HIGHWAY, 1 FOOT NORTHEAST OF A WITNESS POST, 1 FOOT HIGHER
 HN0071'THAN THE HIGHWAY AND IN THE TOP OF A SANDSTONE POST PROJECTING 3
 HN0071'INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0452 ***********************************************************************
 KN0452  FBN         -  This is a Federal Base Network Control Station.
 KN0452  DESIGNATION -  ELBERTA
 KN0452  PID         -  KN0452
 KN0452  STATE/COUNTY-  UT/UTAH
 KN0452  COUNTRY     -  US
 KN0452  USGS QUAD   -  GOSHEN (2017)
 KN0452
 KN0452                         *CURRENT SURVEY CONTROL
 KN0452  ______________________________________________________________________
 KN0452* NAD 83(2011) POSITION- 39 57 06.94464(N) 111 56 59.92354(W)   ADJUSTED
 KN0452* NAD 83(2011) ELLIP HT-  1402.185 (meters)        (06/27/12)   ADJUSTED
 KN0452* NAD 83(2011) EPOCH   -  2010.00
 KN0452* NAVD 88 ORTHO HEIGHT -  1420.0   (meters)     4659.    (feet) GPS OBS
 KN0452  ______________________________________________________________________
 KN0452  NAVD 88 orthometric height was determined with geoid model    GEOID09
 KN0452  GEOID HEIGHT    -        -17.808 (meters)                     GEOID09
 KN0452  GEOID HEIGHT    -        -17.771 (meters)                     GEOID18
 KN0452  NAD 83(2011) X  - -1,830,562.963 (meters)                     COMP
 KN0452  NAD 83(2011) Y  - -4,542,215.466 (meters)                     COMP
 KN0452  NAD 83(2011) Z  -  4,074,795.764 (meters)                     COMP
 KN0452  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 KN0452
 KN0452  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KN0452  Standards:
 KN0452         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KN0452            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KN0452  -------------------------------------------------------------------
 KN0452  NETWORK    0.49   1.00           0.22   0.17   0.51     -0.09091323
 KN0452  -------------------------------------------------------------------
 KN0452  Click here for local accuracies and other accuracy information.
 KN0452
 KN0452.The horizontal coordinates were established by GPS observations
 KN0452.and adjusted by the National Geodetic Survey in June 2012.
 KN0452
 KN0452.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KN0452.been affixed to the stable North American tectonic plate. See 
 KN0452.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KN0452
 KN0452.The horizontal coordinates are valid at the epoch date displayed above
 KN0452.which is a decimal equivalence of Year/Month/Day.
 KN0452
 KN0452.The orthometric height was determined by GPS observations and a
 KN0452.high-resolution geoid model.
 KN0452
 KN0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0452.GEOID18 height accuracy estimate available here.
 KN0452
 KN0452.Click photographs - Photos may exist for this station.
 KN0452
 KN0452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KN0452
 KN0452.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0452
 KN0452.The ellipsoidal height was determined by GPS observations
 KN0452.and is referenced to NAD 83.
 KN0452
 KN0452. The following values were computed from the NAD 83(2011) position.
 KN0452
 KN0452;                    North         East     Units Scale Factor Converg.
 KN0452;SPC UT C     - 2,179,791.065   461,551.620   MT  0.99990090   -0 17 17.7
 KN0452;SPC UT C     - 7,151,531.19  1,514,273.94   sFT  0.99990090   -0 17 17.7
 KN0452;UTM  12      - 4,422,853.844   418,852.604   MT  0.99968106   -0 36 36.2
 KN0452
 KN0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0452!SPC UT C     -   0.99978007  x   0.99990090  =   0.99968100
 KN0452!UTM  12      -   0.99978007  x   0.99968106  =   0.99946121
 KN0452
 KN0452:                Primary Azimuth Mark                     Grid Az
 KN0452:SPC UT C     -  ELBERTA AZ MK 2                          083 00 23.1
 KN0452:UTM  12      -  ELBERTA AZ MK 2                          083 19 41.6
 KN0452
 KN0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK1885222853(NAD 83)
 KN0452
 KN0452|---------------------------------------------------------------------|
 KN0452| PID    Reference Object                     Distance      Geod. Az  |
 KN0452|                                                           dddmmss.s |
 KN0452| CM5539 ELBERTA AZ MK 2                                    0824305.4 |
 KN0452| KN0454 ELBERTA AZ MK 3                     282.772 METERS 08257     |
 KN0452| CM5538 ELBERTA AZ MK                                      0870833.6 |
 KN0452| CM5540 ELBERTA RM 1                          8.232 METERS 09451     |
 KN0452| CM5541 ELBERTA RM 2                          8.744 METERS 26913     |
 KN0452|---------------------------------------------------------------------|
 KN0452
 KN0452                          SUPERSEDED SURVEY CONTROL
 KN0452
 KN0452  NAD 83(2007)-  39 57 06.94431(N)    111 56 59.92404(W) AD(2002.00) 0
 KN0452  ELLIP H (02/10/07) 1402.198  (m)                       GP(2002.00)    
 KN0452  ELLIP H (06/28/00) 1402.211  (m)                       GP(       ) 4 1
 KN0452  NAD 83(1994)-  39 57 06.94335(N)    111 56 59.92244(W) AD(       ) B
 KN0452  ELLIP H (04/21/95) 1402.281  (m)                       GP(       ) 4 1
 KN0452  NAD 83(1986)-  39 57 06.92958(N)    111 56 59.91506(W) AD(       ) 1
 KN0452  NAD 27      -  39 57 07.09900(N)    111 56 57.12000(W) AD(       ) 1
 KN0452  NAVD 88 (06/28/00) 1420.0    (m)  GEOID99  model used  GPS OBS        
 KN0452  NAVD 88 (04/21/95) 1420.0    (m)  GEOID93  model used  GPS OBS        
 KN0452  NGVD 29 (07/19/86) 1419.9    (m)         4658.     (f) VERT ANG       
 KN0452
 KN0452.Superseded values are not recommended for survey control.
 KN0452
 KN0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0452.See file dsdata.pdf to determine how the superseded data were derived.
 KN0452
 KN0452_MARKER: DS = TRIANGULATION STATION DISK
 KN0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0452_STAMPING: ELBERTA 1947
 KN0452_MARK LOGO: CGS
 KN0452_MAGNETIC: N = NO MAGNETIC MATERIAL
 KN0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0452+STABILITY: SURFACE MOTION
 KN0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0452+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1999
 KN0452
 KN0452  HISTORY     - Date     Condition        Report By
 KN0452  HISTORY     - 1947     MONUMENTED       CGS
 KN0452  HISTORY     - 1947     GOOD             USGS
 KN0452  HISTORY     - 1971     GOOD             NGS
 KN0452  HISTORY     - 1977     GOOD             NGS
 KN0452  HISTORY     - 19931005 GOOD             NGS
 KN0452  HISTORY     - 19990204 GOOD             NGS
 KN0452
 KN0452                          STATION DESCRIPTION
 KN0452
 KN0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KN0452'THE STATION IS LOCATED 2.65 MILES WEST OF GOSHEN AND 0.25
 KN0452'MILE EAST OF ELBERTA ALONG U.S. HIGHWAY 6.  THE STATION MARK
 KN0452'IS A BRONZE DISK SET FLUSH 40 FEET SOUTH OF THE CENTERLINE
 KN0452'OF HIGHWAY, 10 FEET EAST OF A TELEPHONE POLE, 5 FEET WEST OF
 KN0452'A WHITE WITNESS POST AND 3 FEET NORTH OF A WIRE FENCE.  IT
 KN0452'IS STAMPED, ELBERTA 1947.
 KN0452'
 KN0452'REFERENCE MARK NO. 1 IS A BRONZE DISK, PROJECTS 4 INCHES,
 KN0452'SET 42 FEET SOUTH OF THE CENTERLINE OF HIGHWAY AND 1 FOOT
 KN0452'NORTH OF A WIRE FENCE.  IT IS STAMPED, ELBERTA NO 1 1947.
 KN0452'
 KN0452'REFERENCE MARK NO. 2 IS A BRONZE DISK, PROJECTS 4 INCHES,
 KN0452'SET 40 FEET SOUTH OF THE CENTERLINE OF HIGHWAY AND 3 FEET
 KN0452'NORTH OF A WIRE FENCE.  IT IS STAMPED, ELBERTA NO 2 1947.
 KN0452'
 KN0452'THE AZIMUTH MARK IS A BRONZE DISK, PROJECTS 4 INCHES, SET
 KN0452'45 FEET NORTH OF THE CENTERLINE OF HIGHWAY AND 4 FEET SOUTH
 KN0452'OF A WIRE FENCE.  IT IS STAMPED, ELBERTA 1947.
 KN0452'
 KN0452'TO REACH THE STATION FROM THE POST-OFFICE IN GOSHEN.  GO WEST
 KN0452'ON U.S. HIGHWAY 6, 2.1 MILES TO AZIMUTH MARK ON RIGHT.  CONTINUE
 KN0452'WEST 0.55 MILE TO STATION ON LEFT.  A DRIVE STATION.
 KN0452
 KN0452                          STATION RECOVERY (1947)
 KN0452
 KN0452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 KN0452'RECOVERED.
 KN0452
 KN0452                          STATION RECOVERY (1971)
 KN0452
 KN0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KN0452'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 KN0452'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 KN0452'GRADED OUT AND A NEW AZIMUTH MARK WAS ESTABLISHED.  THE
 KN0452'ROUTE TO THE STATION IS ADEQUATE.
 KN0452'
 KN0452'AZIMUTH MARK 1971 IS A STANDARD DISK STAMPED, ELBERTA 1947
 KN0452'1971.  IT IS SET IN A DRILL HOLE IN TOP OF AN IRRIGATION
 KN0452'GATE AT A ROAD SIDE PARK, 0.25 MILE EAST OF THE STATION,
 KN0452'4 FEET NORTH OF A 3 FOOT LOCUS TREE IN RIGHT OF FENCE LINE.
 KN0452'IT IS 60 FEET NORTH OF CENTER LINE OF U.S. 6 AND 50.
 KN0452'
 KN0452'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.25 MILE
 KN0452'EAST OF ELBERTA
 KN0452
 KN0452                          STATION RECOVERY (1977)
 KN0452
 KN0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KN0452'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION,
 KN0452'HOWEVER THE AZIMUTH MARK WAS MOVED AT THIS TIME DUE TO THE LAND
 KN0452'OWNERS REQUEST.  DISTANCE AND DIRECTION TO THE MARKS CHECKED
 KN0452'ADEQUATELY.
 KN0452'
 KN0452'STATION IS REACHED FROM THE POST OFFICE IN GOSHEN.  GO NORTH ON A
 KN0452'SURFACED STREET FOR 0.1 MILE TO U.S. HIGHWAY 6.  TURN LEFT AND GO
 KN0452'WEST ON HIGHWAY 6 FOR 2.45 MILES TO THE NEW HOME OF MR. BOB WRIGHT
 KN0452'AND AZIMUTH MARK ON THE RIGHT, AS DESCRIBED.  CONTINUE WEST ON
 KN0452'HIGHWAY 6 FOR 0.2 MILE TO THE STATION ON LEFT, HIGHWAY
 KN0452'RIGHT-OF-WAY, AS DESCRIBED.
 KN0452'
 KN0452'STATION IS A STANDARD STATION MARK DISK, STAMPED ELBERTA 1947, SET
 KN0452'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES.
 KN0452'MARK IS 48 FEET SOUTH OF THE CENTER OF HIGHWAY 6, 10.5 FEET EAST OF
 KN0452'A TELEPHONE LINE POLE, 4.5 FEET WEST OF A 4 INCH X 4 INCH WOOD
 KN0452'WITNESS POST, 3.5 FEET NORTH OF AN EAST-WEST FENCE LINE AND 3 FEET
 KN0452'NORTH OF A METAL WITNESS POST.
 KN0452'
 KN0452'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED ELBERTA
 KN0452'NO 1 1947, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 KN0452'ABOUT 2 INCHES.  MARK IS 50 FEET SOUTH OF HIGHWAY 6 AND 3.5 FEET
 KN0452'NORTH OF THE FENCE LINE.
 KN0452'
 KN0452'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED ELBERTA
 KN0452'NO 2 1947, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 KN0452'ABOUT 3 INCHES.  MARK IS 48 FEET SOUTH OF HIGHWAY 6 AND 7 INCHES
 KN0452'NORTH OF THE FENCE LINE.
 KN0452'
 KN0452'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED ELBERTA 1947
 KN0452'1977, CEMENTED IN A DRILL HOLE, IN THE TOP OF A CONCRETE WALL WHICH
 KN0452'SURROUNDS A FLOWER BED.  WALL PROJECTS ABOUT 18 INCHES.  MARK IS
 KN0452'48 FEET NORTH OF THE CENTER OF HIGHWAY 6, 89 FEET SOUTH OF THE
 KN0452'SOUTHEAST CORNER OF MR. BOB WRIGHTS HOUSE.
 KN0452'
 KN0452'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.7 MILES
 KN0452'WEST-SOUTHWEST OF GOSHEN.
 KN0452
 KN0452                          STATION RECOVERY (1993)
 KN0452
 KN0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 KN0452'STATION IS LOCATED ABOUT 15 KM (9.30 MI) WEST-SOUTHWEST OF SANTAQUIN,
 KN0452'0.53 KM (0.30 MI) EAST OF THE JUNCTION OF US HIGHWAY 6 AND STATE
 KN0452'HIGHWAY 68 IN ELBERTA, ALONG HIGHWAY 6, ON THE RIGHT-OF-WAY, 0.39 KM
 KN0452'(0.25 MI) WEST OF MILEPOST 151, ADJACENT TO A HAY STORAGE AREA, IN THE
 KN0452'NORTHWEST 1/4 OF SECTION 16, T 10 S, R 1 W.  OWNERSHIP--STATE
 KN0452'DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE UNDERPASS AT THE
 KN0452'JUNCTION OF INTERSTATE HIGHWAY 15 AND US HIGHWAY 6 (EXIT 248) WEST AT
 KN0452'SANTAQUIN, GO WEST ON HIGHWAY 6 THROUGH TOWN FOR 15.62 KM (9.70 MI) TO
 KN0452'A POWERLINE CROSSING. CONTINUE AHEAD FOR 0.99 KM (0.60 MI) TO THE
 KN0452'STATION ON THE LEFT. STATION MARK IS A DISK SET IN THE TOP OF A 25-CM
 KN0452'SQUARE CONCRETE POST 1 CM BELOW GROUND.  IT IS 14.4 M (47.2 FT) SOUTH
 KN0452'OF, AND SLIGHTLY LOWER THAN THE HIGHWAY CENTER, 0.9 M (3.0 FT) NORTH
 KN0452'OF A METAL WITNESS POST IN THE FENCELINE, 3.2 M (10.5 FT)
 KN0452'EAST-NORTHEAST OF A ROUND WOODEN POST WITH WITNESS SIGN, AND 25.6 M
 KN0452'(84.0 FT) WEST OF A T-FENCE CORNER. DESCRIBED BY G.R.HEID
 KN0452
 KN0452                          STATION RECOVERY (1999)
 KN0452
 KN0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 KN0452'THE STATION IS LOCATED ABOUT 15.0 KM (9.30 MI) WEST-SOUTHWEST OF
 KN0452'SANTAQUIN, 4.3 KM (2.65 MI) WEST OF GOSHEN, 0.48 KM (0.30 MI) EAST OF
 KN0452'THE JUNCTION OF US HIGHWAY 6 AND STATE HIGHWAY 68 IN ELBERTA, 1.28 KM
 KN0452'(0.80 MI) WEST OF MILEPOST 151.  OWNERSHIP--UTAH STATE DEPARTMENT OF
 KN0452'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 KN0452'HIGHWAY 15 AND STATE HIGHWAY 6, EXIT 248 WEST SANTAQUIN, GO WEST ON
 KN0452'HIGHWAY 6 FOR 16.57 KM (10.30 MI) TO THE STATION ON THE LEFT ON THE
 KN0452'NORTH SIDE OF A BARBED WIRE RIGHT-OF-WAY FENCE AND ON THE NORTH SIDE
 KN0452'OF A LARGE BAILED HAY STORAGE AREA.  IT IS 25.6 M (84.0 FT) WEST OF A
 KN0452'T-FENCE CORNER POST IN THE FENCE, 14.4 M (47.2 FT) SOUTH OF THE CENTER
 KN0452'AND ABOUT 0.18 M (0.59 FT) BELOW THE HIGHWAY AND 0.9 M (3.0 FT) NORTH
 KN0452'OF A METAL WITNESS POST SET IN THE RIGHT-OF-WAY FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0754 ***********************************************************************
 MS0754  DESIGNATION -  ELDER
 MS0754  PID         -  MS0754
 MS0754  STATE/COUNTY-  UT/BOX ELDER
 MS0754  COUNTRY     -  US
 MS0754  USGS QUAD   -  MONUMENT PEAK NW (2017)
 MS0754
 MS0754                         *CURRENT SURVEY CONTROL
 MS0754  ______________________________________________________________________
 MS0754* NAD 83(1994) POSITION- 41 57 59.58154(N) 112 56 40.52700(W)   ADJUSTED
 MS0754* NAVD 88 ORTHO HEIGHT -  1348.5   (meters)     4424.    (feet) VERTCON3
 MS0754  ______________________________________________________________________
 MS0754  GEOID HEIGHT    -        -14.992 (meters)                     GEOID18
 MS0754  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 MS0754  HORZ ORDER      -  THIRD
 MS0754
 MS0754.The horizontal coordinates were established by classical geodetic methods
 MS0754.and adjusted by the National Geodetic Survey in June 1998.
 MS0754
 MS0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0754
 MS0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0754.GEOID18 height accuracy estimate available here.
 MS0754
 MS0754.Click photographs - Photos may exist for this station.
 MS0754
 MS0754.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0754
 MS0754. The following values were computed from the NAD 83(1994) position.
 MS0754
 MS0754;                    North         East     Units Scale Factor Converg.
 MS0754;SPC UT N     - 1,182,373.825   380,253.228   MT  1.00003488   -0 57 09.0
 MS0754;SPC UT N     - 3,879,171.46  1,247,547.47   sFT  1.00003488   -0 57 09.0
 MS0754;SPC UT N     - 3,879,171.46  1,247,547.47   sFT  1.00003488   -0 57 09.0
 MS0754;SPC ID C     -    33,845.079   587,483.161   MT  1.00004151   +0 42 20.9
 MS0754;SPC ID C     -   111,040.06  1,927,434.34   sFT  1.00004151   +0 42 20.9
 MS0754;SPC UT N     - 1,182,373.825   380,253.228   MT  1.00003488   -0 57 09.0
 MS0754;UTM  12      - 4,647,891.228   338,865.970   MT  0.99991950   -1 18 02.2
 MS0754
 MS0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0754!SPC UT N     -   0.99979089  x   1.00003488  =   0.99982576
 MS0754!SPC ID C     -   0.99979089  x   1.00004151  =   0.99983239
 MS0754!SPC UT N     -   0.99979089  x   1.00003488  =   0.99982576
 MS0754!UTM  12      -   0.99979089  x   0.99991950  =   0.99971041
 MS0754
 MS0754:                Primary Azimuth Mark                     Grid Az
 MS0754:SPC UT N     -  A 234                                    000 35 52.9
 MS0754:SPC ID C     -  A 234                                    358 56 23.0
 MS0754:SPC UT N     -  A 234                                    000 35 52.9
 MS0754:UTM  12      -  A 234                                    000 56 46.1
 MS0754
 MS0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM3886547891(NAD 83)
 MS0754
 MS0754|---------------------------------------------------------------------|
 MS0754| PID    Reference Object                     Distance      Geod. Az  |
 MS0754|                                                           dddmmss.s |
 MS0754| MS0755 MICROWAVE TWR 1 MI E OF ELDER       APPROX. 1.1 KM 0860559.8 |
 MS0754| CM5543 ELDER RM 2                           16.362 METERS 27340     |
 MS0754| CM5542 ELDER RM 1                           16.936 METERS 33518     |
 MS0754| MS0262 A 234                                              3593843.9 |
 MS0754|---------------------------------------------------------------------|
 MS0754
 MS0754                          SUPERSEDED SURVEY CONTROL
 MS0754
 MS0754  NAD 83(1986)-  41 57 59.57417(N)    112 56 40.50616(W) AD(       ) 3
 MS0754  NAD 27      -  41 57 59.86560(N)    112 56 37.55410(W) AD(       ) 3
 MS0754  NGVD 29 (07/19/86) 1347.5    (m)         4421.     (f) VERT ANG       
 MS0754
 MS0754.Superseded values are not recommended for survey control.
 MS0754
 MS0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0754.See file dsdata.pdf to determine how the superseded data were derived.
 MS0754
 MS0754_MARKER: DS = TRIANGULATION STATION DISK
 MS0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0754_STAMPING: ELDER 1960
 MS0754_MARK LOGO: CGS
 MS0754
 MS0754  HISTORY     - Date     Condition        Report By
 MS0754  HISTORY     - 1960     MONUMENTED       CGS
 MS0754  HISTORY     - 1966     GOOD             USGS
 MS0754  HISTORY     - 1968     GOOD             USGS
 MS0754  HISTORY     - 1973     GOOD             USAF
 MS0754
 MS0754                          STATION DESCRIPTION
 MS0754
 MS0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 MS0754'THE STATION IS 12 MILES WEST OF SNOWVILLE, ALONG THE NORTH SIDE
 MS0754'OF U.S. HIGHWAY 30S, AT THE JUNCTION OF THE HIGHWAY WITH THE BLACK
 MS0754'PINE, JUNIPER AND SUBLETTE ROAD.
 MS0754'
 MS0754'TO REACH THE STATION FROM THE JUNCTION OF THE HOLBROOK ROAD
 MS0754'WITH U.S. HIGHWAY 30S, IN SNOWVILLE, DRIVE WEST ON THE HIGHWAY
 MS0754'FOR 12.0 MILES TO A GRAVELED SIDE ROAD RIGHT AND THE STATION.
 MS0754'
 MS0754'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS, STAMPED
 MS0754'ELDER 1960.  THE SURFACE MARK IS SET IN THE NORTH SIDE OF THE TOP
 MS0754'OF A CYLINDRICAL CONCRETE POST, 12 INCHES IN DIAMETER, PROJECTING
 MS0754'6 INCHES ABOVE THE GROUND.  IT IS 55.0 FEET SOUTHEAST OF A WOODEN
 MS0754'RADIO RELAY POLE, 53.0 FEET NORTH OF THE CENTER OF THE WEST BOUND
 MS0754'LANE OF U.S. HIGHWAY 30S, 48.0 FEET WEST OF THE CENTER OF THE
 MS0754'GRAVELED ROAD AND 5.0 FEET NORTHWEST OF A METAL WITNESS POST
 MS0754'WITH SIGN.
 MS0754'
 MS0754'REFERENCE MARK 1, STAMPED ELDER NO 1 1960, IS A STANDARD DISK
 MS0754'CEMENTED IN THE TOP OF A CYLINDRICAL CONCRETE POST, 12 INCHES
 MS0754'IN DIAMETER, PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS 70
 MS0754'FEET WEST OF THE GRAVELED ROAD AND 3 FEET WEST OF THE RADIO
 MS0754'RELAY POLE.
 MS0754'
 MS0754'REFERENCE MARK 2, STAMPED ELDER NO 2 1960, IS A STANDARD DISK
 MS0754'CEMENTED IN THE TOP OF A CYLINDRICAL CONCRETE POST, 12 INCHES
 MS0754'IN DIAMETER, PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS 55
 MS0754'FEET NORTH OF THE WEST BOUND LANE OF U.S. HIGHWAY 30S AND 3
 MS0754'FEET NORTH OF A POWER POLE.
 MS0754'
 MS0754'A STANDARD C AND GS BENCH MARK, STAMPED A 234 1935, WAS USED FOR
 MS0754'THE AZIMUTH MARK.  IT IS SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 MS0754'POST, PROJECTING 8 INCHES ABOVE THE GROUND, 57 FEET WEST OF THE
 MS0754'BLACK PINE, JUNIPER AND SUBLETTE ROAD.
 MS0754'
 MS0754'TO REACH THE BENCH MARK, DRIVE NORTH ON THE GRAVELED ROAD FOR
 MS0754'1.2 MILES TO THE MARK ON THE LEFT.
 MS0754
 MS0754                          STATION RECOVERY (1966)
 MS0754
 MS0754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MS0754'ALL MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 MS0754'
 MS0754'THE OLD DESCRIPTION IS ADEQUATE.
 MS0754
 MS0754                          STATION RECOVERY (1968)
 MS0754
 MS0754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MS0754'STATION WAS FOUND AS DESCRIBED BY USC AND GS.
 MS0754'
 MS0754'THE DESCRIPTION IS ADEQUATE.
 MS0754'
 MS0754'ALL MARKS FOUND IN GOOD CONDITION.
 MS0754
 MS0754                          STATION RECOVERY (1973)
 MS0754
 MS0754'RECOVERY NOTE BY US AIR FORCE 1973 (FG)
 MS0754'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 MS0754'CONDITION.
 MS0754'
 MS0754'REFERENCE MARK 1, REFERENCE MARK 2, AND AZIMUTH MARK WERE RECOVERED
 MS0754'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DF3571 ***********************************************************************
 DF3571  DESIGNATION -  ELENORE
 DF3571  PID         -  DF3571
 DF3571  STATE/COUNTY-  UT/IRON
 DF3571  COUNTRY     -  US
 DF3571  USGS QUAD   -  MODENA (2017)
 DF3571
 DF3571                         *CURRENT SURVEY CONTROL
 DF3571  ______________________________________________________________________
 DF3571* NAD 83(1994) POSITION- 37 50 12.61143(N) 113 59 15.71255(W)   ADJUSTED
 DF3571* NAVD 88 ORTHO HEIGHT -  2379.9   (meters)     7808.    (feet) VERTCON3
 DF3571  ______________________________________________________________________
 DF3571  GEOID HEIGHT    -        -22.822 (meters)                     GEOID18
 DF3571  LAPLACE CORR    -          1.34  (seconds)                    DEFLEC18
 DF3571  HORZ ORDER      -  THIRD
 DF3571
 DF3571.The horizontal coordinates were established by classical geodetic methods
 DF3571.and adjusted by the National Geodetic Survey in January 2003.
 DF3571
 DF3571.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF3571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF3571
 DF3571.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF3571.GEOID18 height accuracy estimate available here.
 DF3571
 DF3571.Click photographs - Photos may exist for this station.
 DF3571
 DF3571.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF3571
 DF3571. The following values were computed from the NAD 83(1994) position.
 DF3571
 DF3571;                    North         East     Units Scale Factor Converg.
 DF3571;SPC UT S     - 3,132,782.094   281,052.541   MT  0.99995172   -1 31 27.1
 DF3571;SPC UT S     -10,278,135.92    922,086.54   sFT  0.99995172   -1 31 27.1
 DF3571;UTM  12      - 4,191,919.093   237,078.230   MT  1.00045152   -1 50 01.5
 DF3571;UTM  11      - 4,191,988.716   765,087.465   MT  1.00046561   +1 50 55.9
 DF3571
 DF3571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3571!SPC UT S     -   0.99963026  x   0.99995172  =   0.99958200
 DF3571!UTM  12      -   0.99963026  x   1.00045152  =   1.00008162
 DF3571!UTM  11      -   0.99963026  x   1.00046561  =   1.00009570
 DF3571
 DF3571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG3707891919(NAD 83)
 DF3571
 DF3571                          SUPERSEDED SURVEY CONTROL
 DF3571
 DF3571  NGVD 29 (01/13/03) 2378.7    (m)         7804.     (f) VERT ANG       
 DF3571
 DF3571.Superseded values are not recommended for survey control.
 DF3571
 DF3571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF3571.See file dsdata.pdf to determine how the superseded data were derived.
 DF3571
 DF3571_MARKER: DD = SURVEY DISK
 DF3571_SETTING: 66 = SET IN ROCK OUTCROP
 DF3571_STAMPING: ELENORE 1972
 DF3571_MARK LOGO: USGS
 DF3571_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF3571_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF3571+STABILITY: POSITION/ELEVATION WELL
 DF3571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF3571+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2018
 DF3571
 DF3571  HISTORY     - Date     Condition        Report By
 DF3571  HISTORY     - 1972     MONUMENTED       USGS
 DF3571  HISTORY     - 20180807 GOOD             INDIV
 DF3571
 DF3571                          STATION DESCRIPTION
 DF3571
 DF3571'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 DF3571'LOCATED ABOUT 8.7 MI NE OF UVADA, 4.2 MI NW OF MODENA, ON THE HIGHEST
 DF3571'POINT OF ELENORE MOUNTAIN.  REACHED BY HELICOPTER.  LANDING AREA IS ON
 DF3571'NORTH END OF RIDGE ABOUT 200 FT FROM STATION AND ABOUT 5 FT LOWER.
 DF3571'BEST GROUND APPROACH FROM THE S.  ESTIMATED A 2 HOUR PACK FROM TRUCK.
 DF3571'STATION MARK--STANDARD TABLET STAMPED---ELENORE 1972---CEMENTED IN
 DF3571'DRILL HOLE IN TOP OF ROCK.  REFERENCE MARK NO. 1--STANDARD TABLET
 DF3571'CEMENTED IN DRILL HOLE IN BOUNDER, 0.6 FT ABOVE STATION MARK, 10.98 FT
 DF3571'FROM STATION MARK.  REFERENCE MARK NO. 2--STANDARD TABLET CEMENTED IN
 DF3571'DRILL HOLE IN FLAT BOULDER, 5.8 FT BELOW STATION MARK, 18.52 FT FROM
 DF3571'STATION MARK.
 DF3571
 DF3571                          STATION RECOVERY (2018)
 DF3571
 DF3571'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (TWG)
 DF3571'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0514 ***********************************************************************
 LO0514  DESIGNATION -  ELEVATION MARK
 LO0514  PID         -  LO0514
 LO0514  STATE/COUNTY-  UT/UTAH
 LO0514  COUNTRY     -  US
 LO0514  USGS QUAD   -  SARATOGA SPRINGS (2017)
 LO0514
 LO0514                         *CURRENT SURVEY CONTROL
 LO0514  ______________________________________________________________________
 LO0514* NAD 83(1986) POSITION- 40 21 35.     (N) 111 53 47.     (W)   SCALED
 LO0514* NAVD 88 ORTHO HEIGHT -  1370.549 (meters)     4496.54  (feet) ADJUSTED
 LO0514  ______________________________________________________________________
 LO0514  GEOID HEIGHT    -        -17.351 (meters)                     GEOID18
 LO0514  DYNAMIC HEIGHT  -       1369.400 (meters)     4492.77  (feet) COMP
 LO0514  MODELED GRAVITY -    979,739.8   (mgal)                       NAVD 88
 LO0514
 LO0514  VERT ORDER      -  SECOND    CLASS 0
 LO0514
 LO0514.The horizontal coordinates were scaled from a map and have
 LO0514.an estimated accuracy of +/- 6 seconds.
 LO0514
 LO0514.The orthometric height was determined by differential leveling and
 LO0514.adjusted by the NATIONAL GEODETIC SURVEY
 LO0514.in June 1991.
 LO0514
 LO0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0514.GEOID18 height accuracy estimate available here.
 LO0514
 LO0514.Click photographs - Photos may exist for this station.
 LO0514
 LO0514.The dynamic height is computed by dividing the NAVD 88
 LO0514.geopotential number by the normal gravity value computed on the
 LO0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0514.degrees latitude (g = 980.6199 gals.).
 LO0514
 LO0514.The modeled gravity was interpolated from observed gravity values.
 LO0514
 LO0514;                    North         East    Units  Estimated Accuracy
 LO0514;SPC UT C     - 2,225,050.      466,330.      MT  (+/- 180 meters Scaled)
 LO0514
 LO0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK238680(NAD 83)
 LO0514
 LO0514                          SUPERSEDED SURVEY CONTROL
 LO0514
 LO0514  NGVD 29 (??/??/92) 1369.571  (m)         4493.33   (f) ADJ UNCH    2 0
 LO0514
 LO0514.Superseded values are not recommended for survey control.
 LO0514
 LO0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0514.See file dsdata.pdf to determine how the superseded data were derived.
 LO0514
 LO0514_MARKER: DB = BENCH MARK DISK
 LO0514_SETTING: 66 = SET IN ROCK OUTCROP
 LO0514_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0514+STABILITY: POSITION/ELEVATION WELL
 LO0514
 LO0514  HISTORY     - Date     Condition        Report By
 LO0514  HISTORY     - UNK      MONUMENTED       CGS
 LO0514  HISTORY     - 1934     GOOD             CGS
 LO0514  HISTORY     - 19900416 MARK NOT FOUND   USGS
 LO0514
 LO0514                          STATION DESCRIPTION
 LO0514
 LO0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0514'IN UTAH LAKE PUMPING PLANT.
 LO0514'AT THE UTAH LAKE PUMPING PLANT, UTAH COUNTY, AT THE SOUTHEAST CORNER
 LO0514'OF THE PLANT, 15 FEET NORTHWEST OF A STONE MONUMENT, UNDER A 3- BY
 LO0514'4-FOOT STEEL SHEET, AND IN THE TOP OF A STONE FLUSH WITH THE GROUND. A
 LO0514'BENCH MARK.
 LO0514
 LO0514                          STATION RECOVERY (1990)
 LO0514
 LO0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (JLD)
 LO0514'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1115 ***********************************************************************
 LO1115  DESIGNATION -  ELIZABETH
 LO1115  PID         -  LO1115
 LO1115  STATE/COUNTY-  UT/SUMMIT
 LO1115  COUNTRY     -  US
 LO1115  USGS QUAD   -  ELIZABETH MOUNTAIN (2017)
 LO1115
 LO1115                         *CURRENT SURVEY CONTROL
 LO1115  ______________________________________________________________________
 LO1115* NAD 83(1994) POSITION- 40 58 36.76442(N) 110 43 49.88163(W)   ADJUSTED
 LO1115* NAVD 88 ORTHO HEIGHT -  3159.0   (meters)    10364.    (feet) VERTCON3
 LO1115  ______________________________________________________________________
 LO1115  GEOID HEIGHT    -        -13.201 (meters)                     GEOID18
 LO1115  LAPLACE CORR    -         10.30  (seconds)                    DEFLEC18
 LO1115  HORZ ORDER      -  FIRST
 LO1115
 LO1115.The horizontal coordinates were established by classical geodetic methods
 LO1115.and adjusted by the National Geodetic Survey in November 1997.
 LO1115
 LO1115.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1115
 LO1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1115.GEOID18 height accuracy estimate available here.
 LO1115
 LO1115.Click photographs - Photos may exist for this station.
 LO1115
 LO1115.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1115
 LO1115. The following values were computed from the NAD 83(1994) position.
 LO1115
 LO1115;                    North         East     Units Scale Factor Converg.
 LO1115;SPC UT N     - 1,071,751.827   564,759.830   MT  0.99996820   +0 30 26.5
 LO1115;SPC UT N     - 3,516,239.12  1,852,882.88   sFT  0.99996820   +0 30 26.5
 LO1115;SPC WY W     -   153,155.286   745,532.821   MT  0.99997400   -0 25 27.9
 LO1115;SPC WY W     -   502,476.97  2,445,968.93   sFT  0.99997400   -0 25 27.9
 LO1115;UTM  12      - 4,536,225.379   522,671.385   MT  0.99960633   +0 10 36.2
 LO1115
 LO1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1115!SPC UT N     -   0.99950679  x   0.99996820  =   0.99947500
 LO1115!SPC WY W     -   0.99950679  x   0.99997400  =   0.99948080
 LO1115!UTM  12      -   0.99950679  x   0.99960633  =   0.99911331
 LO1115
 LO1115:                Primary Azimuth Mark                     Grid Az
 LO1115:SPC UT N     -  ELIZABETH AZ MK                          106 01 56.4
 LO1115:SPC WY W     -  ELIZABETH AZ MK                          106 57 50.8
 LO1115:UTM  12      -  ELIZABETH AZ MK                          106 21 46.7
 LO1115
 LO1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL2267136225(NAD 83)
 LO1115
 LO1115|---------------------------------------------------------------------|
 LO1115| PID    Reference Object                     Distance      Geod. Az  |
 LO1115|                                                           dddmmss.s |
 LO1115| CP4904 ELIZABETH RM 1                        6.321 METERS 05947     |
 LO1115| CP4903 ELIZABETH AZ MK                                    1063222.9 |
 LO1115| LO1137 LA MOTTE PEAK TARGET                APPROX.22.6 KM 1843542.0 |
 LO1115| LO1127 HAYDEN PEAK TARGET                  APPROX.28.5 KM 1994254.2 |
 LO1115| LO1135 BALD MTN CAIRN                      APPROX.34.1 KM 2051747.3 |
 LO1115| LO1114 10380 VA                             14.948 METERS 31241     |
 LO1115|---------------------------------------------------------------------|
 LO1115
 LO1115                          SUPERSEDED SURVEY CONTROL
 LO1115
 LO1115  NAD 83(1993)-  40 58 36.76431(N)    110 43 49.88149(W) AD(       ) 1
 LO1115  NAD 83(1986)-  40 58 36.75010(N)    110 43 49.87034(W) AD(       ) 1
 LO1115  NAD 27      -  40 58 36.94010(N)    110 43 47.25290(W) AD(       ) 1
 LO1115  NGVD 29 (07/19/86) 3157.4    (m)        10359.     (f) VERT ANG       
 LO1115
 LO1115.Superseded values are not recommended for survey control.
 LO1115
 LO1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1115.See file dsdata.pdf to determine how the superseded data were derived.
 LO1115
 LO1115_MARKER: DS = TRIANGULATION STATION DISK
 LO1115_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO1115_STAMPING: ELIZABETH 1962
 LO1115_MARK LOGO: CGS
 LO1115_MAGNETIC: P = MARKER IS A STEEL PIPE
 LO1115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO1115
 LO1115  HISTORY     - Date     Condition        Report By
 LO1115  HISTORY     - 1962     MONUMENTED       CGS
 LO1115  HISTORY     - 1966     GOOD             USGS
 LO1115
 LO1115                          STATION DESCRIPTION
 LO1115
 LO1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO1115'STATION IS LOCATED, AIRLINE, ABOUT 24 MILES SOUTHEAST OF
 LO1115'EVANSTON, 6 MILES EAST OF UTAH STATE HIGHWAY 150, 1-1/2
 LO1115'MILES SOUTH OF THE WYOMING-UTAH STATE LINE AND ON THE HIGHEST
 LO1115'POINT OF THE DIVIDE BETWEEN THE WEST FORK OF MUDDY CREEK
 LO1115'AND MILL CREEK.  THERE IS A FOREST SERVICE SIGN ELIZABETH
 LO1115'MTN ELEV 10353 ON THE HIGHEST POINT.  IT IS ON LAND CONTROLLED
 LO1115'BY AND YOU PASS THROUGH LAND OWNED BY J.R. BROADBEND.  CONTACT
 LO1115'HIS FOREMAN, GRANT REDDING, FOR INFORMATION ON LOCKED GATES,
 LO1115'PHONE NUMBER 027-J2, EVANSTON.
 LO1115'
 LO1115'TO REACH THE STATION FROM FRONT STREET AND THE U.S. HIGHWAY
 LO1115'30S UNDERPASS IN EVANSTON, GO SOUTH ON FRONT STREET FOR 0.8
 LO1115'MILE TO THE WYOMING STATE HOSPITAL ON THE LEFT.  CONTINUE
 LO1115'SOUTHEASTERLY ON PAVED ROAD FOR 7.6 MILES TO A BRIDGE OVER
 LO1115'THE BEAR RIVER.  CONTINUE SOUTHEASTERLY FOR 2.25 MILES TO A
 LO1115'SIDE ROAD LEFT AT SIGN MORREL RANCH 4 MILES.  TURN LEFT AS PER
 LO1115'SIGN, GRAVELED ROAD, AND GO EAST FOR 3.35 MILES TO A FORK
 LO1115'(TO REACH GRANT REDDINGS HOME TAKE THE LEFT FORK FOR 0.6
 LO1115'MILE TO A GATE AND THE RANCH HOUSE ON THE RIGHT).  TAKE
 LO1115'THE RIGHT FORK, SOUTHERLY, FOR 2.45 MILES TO A SIDE ROAD
 LO1115'RIGHT.  CONTINUE SOUTHERLY FOR 1.15 MILES TO A LEFT TURN
 LO1115'IN THE ROAD AND A GATE STRAIGHT AHEAD.  TURN LEFT AND GO
 LO1115'0.6 MILE TO A SMALL BRIDGE AND LOG CABIN.  CONTINUE ON
 LO1115'THE MAIN ROAD FOR 3.0 MILES TO A LOCKED GATE ON THE
 LO1115'RIGHT, JUST AFTER CROSSING A SMALL WASH.  TURN RIGHT,
 LO1115'THROUGH GATE, AND GO 0.4 MILE TO A BOARD GATE.  PASS THROUGH,
 LO1115'TURN RIGHT AND FOLLOW ROAD ALONG FENCE LINE FOR 0.9 MILE TO A
 LO1115'WIRE GATE.  PASS THROUGH AND CONTINUE ON MAIN ROAD FOR
 LO1115'1.2 MILES TO A WIRE GATE.  PASS THROUGH AND CONTINUE FOR 0.75
 LO1115'MILE TO A T ROAD.  TURN RIGHT AND GO 0.6 MILE TO A GATE.
 LO1115'PASS THROUGH AND CONTINUE FOR 1.2 MILES TO A FORK.  TAKE
 LO1115'THE LEFT FORK AND GO 0.15 MILE TO A GATE.  PASS THROUGH
 LO1115'AND CONTINUE FOR 0.35 MILE TO A REVERSE FORK ON THE RIGHT.
 LO1115'CONTINUE AHEAD FOR 0.7 MILE TO A SMALL CREEK AND AN OLD
 LO1115'SHEEP CAMP ON THE RIGHT.  CONTINUE AHEAD FOR 0.4 MILE TO A
 LO1115'TRIANGULAR BLAZED PINE TREE ON THE LEFT.  HERE TURN RIGHT
 LO1115'ON DIM TRACKS THROUGH AN OPEN MEADOW (TRACK ROAD CAN BE
 LO1115'SEEN UP AHEAD) AND THEN ON TRACK ROAD THROUGH TREES FOR
 LO1115'0.6 MILE TO THE TOP OF THE RIDGE IN A SADDLE.  TURN RIGHT
 LO1115'ALONG RIDGE FOR 0.05 MILE TO THE AZIMUTH MARK AT A CAIRN AND
 LO1115'WITNESS POST.  CONTINUE NORTHWEST ALONG THE RIGHT SIDE OF
 LO1115'THE RIDGE TO A POINT OPPOSITE THE HIGHEST PART OF THE RIDGE,
 LO1115'ABOUT 0.2 MILE, THEN TURN LEFT AND GO 0.1 MILE TO THE HIGHEST
 LO1115'POINT AND THE STATION.  A FOUR WHEEL DRIVE TRUCK IS NEEDED
 LO1115'FOR THE LAST 0.1 MILE.
 LO1115'
 LO1115'STATION MARK IS A STANDARD DISK, STAMPED ELIZABETH 1962,
 LO1115'BRAZED TO THE TOP OF AN IRON PIPE PROJECTING 2 INCHES.  IT
 LO1115'IS 51 FEET SOUTHEAST OF A FOREST SERVICE SIGN POST, 14.5
 LO1115'FEET EAST OF A TRIANGULAR BLAZED PINE TREE 8 INCHES IN DIAMETER,
 LO1115'10 FEET WEST OF A TRAIL AND 3 FEET WEST OF A METAL WITNESS
 LO1115'POST.
 LO1115'
 LO1115'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ELIZABETH NO 1
 LO1115'1962, BRAZED TO THE TOP OF AN IRON PIPE PROJECTING 6 INCHES
 LO1115'AND 3 FEET LOWER THAN THE STATION.  IT IS 54 FEET SOUTHEAST
 LO1115'OF THE SIGN POST, 17 FEET EAST OF THE WITNESS POST AND 9 FEET
 LO1115'EAST OF THE TRAIL.
 LO1115'
 LO1115'V.A. B.M. 10380 IS A USGS BENCH MARK DISK, STAMPED 10380 VA,
 LO1115'RIVITED TO THE TOP OF A 3 INCH IRON PIPE PROJECTING 10 INCHES
 LO1115'AND ABOUT 1 FOOT HIGHER THAN THE STATION.  IT IS 14 FEET WEST
 LO1115'OF THE SIGN POST, 12 FEET NORTHWEST OF THE NORTHWEST EDGE OF
 LO1115'THE PINE GROWTH AND 3 FEET EAST OF THE STEEP WEST SLOPE OF
 LO1115'THE RIDGE.
 LO1115'
 LO1115'AZIMUTH MARK IS A STANDARD DISK, STAMPED ELIZABETH 1962,
 LO1115'CEMENTED IN A DRILL HOLE IN A 36 BY 18 INCH EXPOSED BOULDER
 LO1115'PROJECTING 10 INCHES.  IT IS 20 FEET SOUTH OF DIM TRACK ROAD,
 LO1115'18 FEET EAST OF EAST EDGE OF CLUSTER OF PINE TREES, 2
 LO1115'FEET SOUTHWEST OF A METAL WITNESS POST AND MARKED BY A SMALL
 LO1115'CAIRN.
 LO1115
 LO1115                          STATION RECOVERY (1966)
 LO1115
 LO1115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LO1115'RECOVERED.
 LO1115'
 LO1115'STATION MARK--STANDARD DISK, STAMPED ---ELIZABETH 1962---, BRAZED
 LO1115'TO THE TOP OF AN IRON PIPE PROJECTING 2 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0726 ***********************************************************************
 LO0726  DESIGNATION -  ELKHORN
 LO0726  PID         -  LO0726
 LO0726  STATE/COUNTY-  UT/SUMMIT
 LO0726  COUNTRY     -  US
 LO0726  USGS QUAD   -  CRANDALL CANYON (2017)
 LO0726
 LO0726                         *CURRENT SURVEY CONTROL
 LO0726  ______________________________________________________________________
 LO0726* NAD 83(1994) POSITION- 40 48 24.96687(N) 111 15 28.70262(W)   ADJUSTED
 LO0726* NAVD 88 ORTHO HEIGHT -  2859.5   (meters)     9382.    (feet) VERTCON3
 LO0726  ______________________________________________________________________
 LO0726  GEOID HEIGHT    -        -15.012 (meters)                     GEOID18
 LO0726  LAPLACE CORR    -         12.02  (seconds)                    DEFLEC18
 LO0726  HORZ ORDER      -  FIRST
 LO0726
 LO0726.The horizontal coordinates were established by classical geodetic methods
 LO0726.and adjusted by the National Geodetic Survey in November 1997.
 LO0726
 LO0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0726
 LO0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0726.GEOID18 height accuracy estimate available here.
 LO0726
 LO0726.Click photographs - Photos may exist for this station.
 LO0726
 LO0726.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0726
 LO0726. The following values were computed from the NAD 83(1994) position.
 LO0726
 LO0726;                    North         East     Units Scale Factor Converg.
 LO0726;SPC UT N     - 1,052,621.414   520,421.994   MT  0.99998666   +0 09 34.5
 LO0726;SPC UT N     - 3,453,475.42  1,707,417.83   sFT  0.99998666   +0 09 34.5
 LO0726;UTM  12      - 4,517,357.415   478,240.885   MT  0.99960583   -0 10 06.9
 LO0726
 LO0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0726!SPC UT N     -   0.99955401  x   0.99998666  =   0.99954067
 LO0726!UTM  12      -   0.99955401  x   0.99960583  =   0.99916001
 LO0726
 LO0726:                Primary Azimuth Mark                     Grid Az
 LO0726:SPC UT N     -  ELKHORN AZ MK                            055 28 58.4
 LO0726:UTM  12      -  ELKHORN AZ MK                            055 48 39.8
 LO0726
 LO0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL7824017357(NAD 83)
 LO0726
 LO0726|---------------------------------------------------------------------|
 LO0726| PID    Reference Object                     Distance      Geod. Az  |
 LO0726|                                                           dddmmss.s |
 LO0726| CM5544 ELKHORN AZ MK                                      0553832.9 |
 LO0726| CM5545 ELKHORN RM 1                          4.353 METERS 06356     |
 LO0726| CM5546 ELKHORN RM 2                          8.134 METERS 30100     |
 LO0726|---------------------------------------------------------------------|
 LO0726
 LO0726                          SUPERSEDED SURVEY CONTROL
 LO0726
 LO0726  NAD 83(1993)-  40 48 24.96712(N)    111 15 28.70136(W) AD(       ) 1
 LO0726  NAD 83(1986)-  40 48 24.95335(N)    111 15 28.69199(W) AD(       ) 1
 LO0726  NAD 27      -  40 48 25.13782(N)    111 15 25.99956(W) AD(       ) 1
 LO0726  NGVD 29 (07/19/86) 2858.0    (m)         9377.     (f) VERT ANG       
 LO0726
 LO0726.Superseded values are not recommended for survey control.
 LO0726
 LO0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0726.See file dsdata.pdf to determine how the superseded data were derived.
 LO0726
 LO0726_MARKER: DS = TRIANGULATION STATION DISK
 LO0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0726_STAMPING: ELKHORN 1938
 LO0726_MARK LOGO: CGS
 LO0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0726+STABILITY: SURFACE MOTION
 LO0726
 LO0726  HISTORY     - Date     Condition        Report By
 LO0726  HISTORY     - 1938     MONUMENTED       CGS
 LO0726  HISTORY     - 1950     GOOD             USGS
 LO0726  HISTORY     - 1963     GOOD             USGS
 LO0726
 LO0726                          STATION DESCRIPTION
 LO0726
 LO0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 LO0726'LOCATED ABOUT 8 MILES AIRLINE EAST OF WANSHIP, 7 MILES AIRLINE
 LO0726'NORTH BY EAST OF OAKLEY, 10 MILES AIRLINE SOUTHEAST OF COALVILLE,
 LO0726'ON HIGHEST POINT OF HIGHEST AND SOUTHERNMOST OF SEVERAL BARE
 LO0726'KNOBS ON TOP OF ELKHORN DIVIDE.
 LO0726'
 LO0726'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 LO0726'CONCRETE AS DESCRIBED.  REFERENCE AND AZIMUTH
 LO0726'MARKS ARE STANDARD BRONZE DISKS IN BOULDERS AS DESCRIBED.
 LO0726'
 LO0726'REACHED FROM COALVILLE BY GOING SOUTH ON U.S. HIGHWAY 530 7.85
 LO0726'MILES TO WANSHIP AND INTERSECTION WITH UTAH HIGHWAY 35, THENCE
 LO0726'TURN LEFT ON 35 AND GO SOUTHERLY 10.75 MILES TO TOWN OF OAKLEY.
 LO0726'HERE TURN LEFT OFF 35 AT NORTH EDGE OF OAKLEY, AT HALLS CASH
 LO0726'AND CARRY STORE AND GO NORTHEAST ON MAIN GRADED ROAD WHICH
 LO0726'FOLLOWS WEBER RIVER 6.75 MILES TO A TRACK ROAD LEFT AT A CABIN
 LO0726'AND A SMALL CORRAL ON RIGHT.  THENCE TURN LEFT THROUGH A
 LO0726'GATE WHICH SETS OFF ABOUT 50 YARDS FROM MAIN ROAD AND FOLLOW THIS
 LO0726'TRACK ROAD 0.8 MILE UP LEFT SIDE OF WEBER RIVER VALLEY TO
 LO0726'SEVERAL CORRALS ON RIGHT AND TWO GREEN BUILDINGS BEHIND A
 LO0726'CLUMP OF TREES ON LEFT.  THENCE TURN LEFT THROUGH A GATE AND
 LO0726'KEEP RIGHT FORK NORTHERLY UP RIGHT SIDE OF A CREEK 0.25 MILE TO
 LO0726'A FORK.  THENCE KEEP LEFT FORK UP CREEK 0.9 MILE TO A FORK.
 LO0726'THENCE LEFT FORK ACROSS CREEK 0.4 MILE TO ANOTHER FORK.
 LO0726'THENCE TAKE RIGHT FORK NORTHWESTERLY UP BROAD VALLEY 2.45
 LO0726'MILES TO A SALT TROUGH ON RIGHT SIDE OF ROAD ABOUT 100 YARDS
 LO0726'BEFORE REACHING AN OLD BROKEN DOWN BUILDING ON LEFT SIDE OF
 LO0726'CREEK.  HERE LEAVE MAIN TRAVELED TRAIL ROAD AND TAKE A DIM FORK
 LO0726'RIGHT UP STEEP GRADE PAST AN ASPEN TREE MARKED WITH A
 LO0726'TRIANGULAR BLAZE SET ABOUT 100 YARDS FROM MAIN ROAD AND FOLLOW
 LO0726'THIS ROAD NORTHERLY ALONG RIGHT SIDE OF A HIGH RIDGE, UP AND
 LO0726'DOWN HILL THROUGH HEAVY GROWTH OF WEEDS 1.05 MILES TO A DIM
 LO0726'FORK LEFT AT A LARGE ASPEN TREE MARKED WITH A TRIANGULAR BLAZE
 LO0726'AND STANDING BESIDE A LARGE BLACK ROCK.  HERE TURN LEFT UP A
 LO0726'COUPLE OF SWITCHBACKS AND ALONG LEFT SIDE OF RIDGE THROUGH
 LO0726'TIMBER AND BRUSH 1.45 MILES TO A GRASSY SADDLE ON RIDGE.  HERE
 LO0726'CONTINUE STRAIGHT AHEAD ACROSS SADDLE NORTHWEST AND WEST UP
 LO0726'RIGHT SIDE OF RIDGE 0.5 MILE TO A SMALL CREEK.  CROSS CREEK AND
 LO0726'CONTINUE WESTERLY ON DIM TRAIL ROAD 0.15 MILE TO A LARGE GRASSY
 LO0726'FLAT.  HERE LEAVE ROAD AND GO LEFT, SOUTHERLY, ACROSS
 LO0726'COUNTRY TOWARDS A HOG BACK RIDGE FOR 0.1 MILE TO A CATTLE
 LO0726'TRAIL.  THENCE TURN RIGHT AND FOLLOW CATTLE TRAIL AND VERY DIM
 LO0726'ROAD SOUTHWEST ALONG RIGHT SIDE OF RIDGE 0.5 MILE TO TOP OF
 LO0726'FIRST ROCKY KNOLL.  AZIMUTH MARK IS ON SOUTH SLOPE AND NEAR
 LO0726'TOP OF THIS KNOLL.  FROM HERE A ROCK CAIRN AT STATION SITE CAN
 LO0726'BE SEEN ABOUT 0.4 MILE TO SOUTH.  FROM HERE ROAD IS VERY HARD
 LO0726'TO FOLLOW AND VERY ROCKY BUT A TRUCK CAN BE DRIVEN TO STATION
 LO0726'BY PICKING WAY CAREFULLY.
 LO0726'
 LO0726'NOTE--IN ABOVE DESCRIPTION, DISTANCE FROM RIGHT FORK TO SALT
 LO0726'TROUGH WAS GIVEN AS 1.45 MILES IN RECONNAISSANCE DESCRIPTION BUT
 LO0726'MEASURED AS 2.45 MILES BY OBSERVING PARTY.
 LO0726
 LO0726                          STATION RECOVERY (1950)
 LO0726
 LO0726'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 LO0726'RECOVERED.
 LO0726
 LO0726                          STATION RECOVERY (1963)
 LO0726
 LO0726'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LO0726'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0972 ***********************************************************************
 HN0972  DESIGNATION -  ELLSWORTH
 HN0972  PID         -  HN0972
 HN0972  STATE/COUNTY-  UT/GARFIELD
 HN0972  COUNTRY     -  US
 HN0972  USGS QUAD   -  TICABOO MESA (2017)
 HN0972
 HN0972                         *CURRENT SURVEY CONTROL
 HN0972  ______________________________________________________________________
 HN0972* NAD 83(1994) POSITION- 37 44 46.32581(N) 110 37 12.01412(W)   ADJUSTED
 HN0972* NAVD 88 ORTHO HEIGHT -  2511.1   (meters)     8239.    (feet) VERTCON3
 HN0972  ______________________________________________________________________
 HN0972  GEOID HEIGHT    -        -21.271 (meters)                     GEOID18
 HN0972  LAPLACE CORR    -          1.78  (seconds)                    DEFLEC18
 HN0972  HORZ ORDER      -  SECOND
 HN0972
 HN0972.The horizontal coordinates were established by classical geodetic methods
 HN0972.and adjusted by the National Geodetic Survey in November 1997.
 HN0972
 HN0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0972
 HN0972.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0972.GEOID18 height accuracy estimate available here.
 HN0972
 HN0972.Click photographs - Photos may exist for this station.
 HN0972
 HN0972.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0972
 HN0972. The following values were computed from the NAD 83(1994) position.
 HN0972
 HN0972;                    North         East     Units Scale Factor Converg.
 HN0972;SPC UT S     - 3,120,175.293   577,552.932   MT  0.99995151   +0 32 21.0
 HN0972;SPC UT S     -10,236,775.11  1,894,854.91   sFT  0.99995151   +0 32 21.0
 HN0972;UTM  12      - 4,177,724.130   533,477.354   MT  0.99961380   +0 13 57.4
 HN0972
 HN0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0972!SPC UT S     -   0.99960945  x   0.99995151  =   0.99956098
 HN0972!UTM  12      -   0.99960945  x   0.99961380  =   0.99922340
 HN0972
 HN0972:                Primary Azimuth Mark                     Grid Az
 HN0972:SPC UT S     -  ELLSWORTH AZ MK                          150 33 40.8
 HN0972:UTM  12      -  ELLSWORTH AZ MK                          150 52 04.4
 HN0972
 HN0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG3347777724(NAD 83)
 HN0972
 HN0972|---------------------------------------------------------------------|
 HN0972| PID    Reference Object                     Distance      Geod. Az  |
 HN0972|                                                           dddmmss.s |
 HN0972| CM6393 ELLSWORTH AZ MK                                    1510601.8 |
 HN0972| CM6395 ELLSWORTH RM 2                        7.602 METERS 16329     |
 HN0972| CM6394 ELLSWORTH RM 1                       13.779 METERS 22920     |
 HN0972|---------------------------------------------------------------------|
 HN0972
 HN0972                          SUPERSEDED SURVEY CONTROL
 HN0972
 HN0972  NAD 83(1986)-  37 44 46.32061(N)    110 37 12.01401(W) AD(       ) 2
 HN0972  NAD 27      -  37 44 46.36005(N)    110 37 09.49343(W) AD(       ) 2
 HN0972  NGVD 29 (07/19/86) 2510.0    (m)         8235.     (f) VERT ANG       
 HN0972
 HN0972.Superseded values are not recommended for survey control.
 HN0972
 HN0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0972.See file dsdata.pdf to determine how the superseded data were derived.
 HN0972
 HN0972_MARKER: DB = BENCH MARK DISK
 HN0972_SETTING: 66 = SET IN ROCK OUTCROP
 HN0972_STAMPING: ELLSWORTH 1952
 HN0972_MARK LOGO: USGS
 HN0972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0972+STABILITY: POSITION/ELEVATION WELL
 HN0972
 HN0972  HISTORY     - Date     Condition        Report By
 HN0972  HISTORY     - 1952     MONUMENTED       USGS
 HN0972  HISTORY     - 1963     GOOD             CGS
 HN0972
 HN0972                          STATION DESCRIPTION
 HN0972
 HN0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0972'THE STATION IS LOCATED ABOUT 44 MILES SOUTH OF HANKSVILLE,
 HN0972'11 MILES WEST OF A SHARP BEND IN THE COLORADO RIVER KNOWN AS
 HN0972'THE HORN, 10-1/2 MILES SOUTHWEST OF THE SMALL TOWN OF HITE
 HN0972'AND ON THE HIGHEST POINT OF MOUNT ELLSWORTH WHICH IS THE
 HN0972'SOUTHERN MOST PEAK IN THE HENRY MOUNTAIN RANGE.
 HN0972'
 HN0972'TO REACH THE STATION BY HELICOPTER FROM HITE FLY SOUTHWEST
 HN0972'ON A TRUE COURSE OF 246 DEGREES TO A SMALL CLEARING ON THE
 HN0972'NORTHWEST SHOULDER OF THE MOUNTAIN, 50 FEET NORTHWEST OF
 HN0972'THE HIGHEST POINT AND THE STATION.  TO REACH THE AZIMUTH MARK
 HN0972'FROM THE STATION PACK DOWN THE SOUTH SLOPE OF THE MOUNTAIN
 HN0972'FOR 0.25 MILE TO THE FIRST LARGE ROCK OUTCROP AND THE MARK.
 HN0972'
 HN0972'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 HN0972'ELLSWORTH 1952, CEMENTED IN A DRILL HOLE IN BEDROCK 1 INCH
 HN0972'BELOW THE SURFACE OF THE GROUND.  IT IS ON THE NORTHEAST ONE
 HN0972'OF TWO LIKE HUMPS ON THE SUMMIT OF THE MOUNTAIN THAT ARE
 HN0972'OF THE SAME ELEVATION, 3.6 FEET WEST OF A PINE STUMP, JUST SOUTH
 HN0972'OF THE HIGHEST POINT AND ON THE SOUTH EDGE OF THE HUMP.
 HN0972'
 HN0972'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 HN0972'DISK, STAMPED NO 1 1952, CEMENTED IN A DRILL HOLE IN A BOULDER
 HN0972'1 BY 1 FEET IN CROSS SECTION AND PROJECTING 3 FEET.  IT IS
 HN0972'ON THE SOUTHWEST ONE OF THE TWO HUMPS AND ON THE EAST EDGE
 HN0972'OF THE HUMP ABOUT THE SAME ELEVATION AS THE STATION.
 HN0972'
 HN0972'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 HN0972'DISK, STAMPED NO 2 1952, CEMENTED IN A DRILL HOLE IN A BOULDER
 HN0972'3 BY 5 FEET IN CROSS SECTION AND PROJECTING 4 FEET.  THE BOULDER
 HN0972'HAS A VERTICAL CRACK DOWN THE MIDDLE AND IS SEPARATED ABOUT
 HN0972'ONE INCH.  IT IS ON THE SOUTH SLOPE OF THE MOUNTAIN AND ABOUT
 HN0972'5 FEET LOWER THAN THE STATION.
 HN0972'
 HN0972'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ELLSWORTH USGS 1963,
 HN0972'CEMENTED IN A DRILL HOLE IN BEDROCK ON THE SOUTH SLOPE OF
 HN0972'THE MOUNTAIN, AND ON THE WEST END OF A LARGE SHOULDER OF
 HN0972'OUTCROPPING BEDROCK THAT IS ABOUT 30 FEET HIGHER THAN THE
 HN0972'SURROUNDING AREA.  IT IS 6.0 FEET WEST OF A 2 FOOT CAIRN AND
 HN0972'250 FEET LOWER THAN THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0470 ***********************************************************************
 JO0470  DESIGNATION -  ELSINORE SUGAR FACT W GAB FP
 JO0470  PID         -  JO0470
 JO0470  STATE/COUNTY-  UT/SEVIER
 JO0470  COUNTRY     -  US
 JO0470  USGS QUAD   -  ANNABELLA (2017)
 JO0470
 JO0470                         *CURRENT SURVEY CONTROL
 JO0470  ______________________________________________________________________
 JO0470* NAD 83(1994) POSITION- 38 40 50.42729(N) 112 07 25.12438(W)   ADJUSTED
 JO0470  ______________________________________________________________________
 JO0470  GEOID HEIGHT    -        -18.920 (meters)                     GEOID18
 JO0470  LAPLACE CORR    -          3.44  (seconds)                    DEFLEC18
 JO0470  HORZ ORDER      -  THIRD
 JO0470
 JO0470.The horizontal coordinates were established by classical geodetic methods
 JO0470.and adjusted by the National Geodetic Survey in November 1997.
 JO0470
 JO0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0470.GEOID18 height accuracy estimate available here.
 JO0470
 JO0470.Click photographs - Photos may exist for this station.
 JO0470
 JO0470.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0470
 JO0470. The following values were computed from the NAD 83(1994) position.
 JO0470
 JO0470;                    North         East     Units Scale Factor Converg.
 JO0470;SPC UT C     - 2,038,752.568   445,728.854   MT  1.00009983   -0 23 58.2
 JO0470;SPC UT C     - 6,688,807.38  1,462,362.08   sFT  1.00009983   -0 23 58.2
 JO0470;UTM  12      - 4,281,940.632   402,264.342   MT  0.99971763   -0 42 08.3
 JO0470
 JO0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH0226481940(NAD 83)
 JO0470
 JO0470                          SUPERSEDED SURVEY CONTROL
 JO0470
 JO0470  NAD 83(1986)-  38 40 50.41483(N)    112 07 25.12801(W) AD(       ) 3
 JO0470  NAD 27      -  38 40 50.51000(N)    112 07 22.42500(W) AD(       ) 3
 JO0470  USSD        -  38 40 51.27900(N)    112 07 23.17500(W) AD(       ) 3
 JO0470
 JO0470.Superseded values are not recommended for survey control.
 JO0470
 JO0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0470.See file dsdata.pdf to determine how the superseded data were derived.
 JO0470
 JO0470_MARKER: 62 = FLAGPOLE
 JO0470
 JO0470  HISTORY     - Date     Condition        Report By
 JO0470  HISTORY     - 1919     FIRST OBSERVED   CGS
 JO0470
 JO0470                          STATION DESCRIPTION
 JO0470
 JO0470'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0340 ***********************************************************************
 JN0340  DESIGNATION -  EMERY
 JN0340  PID         -  JN0340
 JN0340  STATE/COUNTY-  UT/EMERY
 JN0340  COUNTRY     -  US
 JN0340  USGS QUAD   -  MESA BUTTE (2017)
 JN0340
 JN0340                         *CURRENT SURVEY CONTROL
 JN0340  ______________________________________________________________________
 JN0340* NAD 83(1994) POSITION- 38 52 23.55255(N) 111 08 54.32520(W)   ADJUSTED
 JN0340* NAVD 88 ORTHO HEIGHT -  2173.2   (meters)     7130.    (feet) VERTCON3
 JN0340  ______________________________________________________________________
 JN0340  GEOID HEIGHT    -        -18.034 (meters)                     GEOID18
 JN0340  LAPLACE CORR    -         -9.10  (seconds)                    DEFLEC18
 JN0340  HORZ ORDER      -  SECOND
 JN0340
 JN0340.The horizontal coordinates were established by classical geodetic methods
 JN0340.and adjusted by the National Geodetic Survey in November 1997.
 JN0340
 JN0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0340
 JN0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0340.GEOID18 height accuracy estimate available here.
 JN0340
 JN0340.Click photographs - Photos may exist for this station.
 JN0340
 JN0340.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0340
 JN0340. The following values were computed from the NAD 83(1994) position.
 JN0340
 JN0340;                    North         East     Units Scale Factor Converg.
 JN0340;SPC UT C     - 2,059,998.312   530,511.170   MT  1.00003849   +0 13 30.8
 JN0340;SPC UT C     - 6,758,511.13  1,740,518.73   sFT  1.00003849   +0 13 30.8
 JN0340;UTM  12      - 4,302,717.074   487,124.825   MT  0.99960204   -0 05 35.3
 JN0340
 JN0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0340!SPC UT C     -   0.99966197  x   1.00003849  =   0.99970045
 JN0340!UTM  12      -   0.99966197  x   0.99960204  =   0.99926415
 JN0340
 JN0340:                Primary Azimuth Mark                     Grid Az
 JN0340:SPC UT C     -  EMERY AZ MK                              300 05 39.8
 JN0340:UTM  12      -  EMERY AZ MK                              300 24 45.9
 JN0340
 JN0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ8712402717(NAD 83)
 JN0340
 JN0340|---------------------------------------------------------------------|
 JN0340| PID    Reference Object                     Distance      Geod. Az  |
 JN0340|                                                           dddmmss.s |
 JN0340| CM5551 EMERY RM 1                            8.737 METERS 04211     |
 JN0340| CM5550 EMERY AZ MK                                        3001910.6 |
 JN0340| JN0343 EMERY LATTER DAY SAINTS CH TWR      APPROX.10.3 KM 3033050.1 |
 JN0340| JN0341 T22S R7E SECS 28 29 1/4 COR          32.310 METERS 32556     |
 JN0340| CM5552 EMERY RM 2                            5.762 METERS 34902     |
 JN0340|---------------------------------------------------------------------|
 JN0340
 JN0340                          SUPERSEDED SURVEY CONTROL
 JN0340
 JN0340  NAD 83(1986)-  38 52 23.54359(N)    111 08 54.32009(W) AD(       ) 2
 JN0340  NAD 27      -  38 52 23.62500(N)    111 08 51.72400(W) AD(       ) 2
 JN0340  NGVD 29 (07/19/86) 2172.0    (m)         7126.     (f) VERT ANG       
 JN0340
 JN0340.Superseded values are not recommended for survey control.
 JN0340
 JN0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0340.See file dsdata.pdf to determine how the superseded data were derived.
 JN0340
 JN0340_MARKER: DS = TRIANGULATION STATION DISK
 JN0340_SETTING: 66 = SET IN ROCK OUTCROP
 JN0340
 JN0340  HISTORY     - Date     Condition        Report By
 JN0340  HISTORY     - 1938     MONUMENTED       CGS
 JN0340  HISTORY     - 1952     GOOD             USGS
 JN0340
 JN0340                          STATION DESCRIPTION
 JN0340
 JN0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JN0340'STATION IS ABOUT 6 MILES SE OF EMERY, ON HIGHEST POINT OF A
 JN0340'LONG, TIMBERED RIDGE THAT SLOPES GRADUALLY TO W AND HAS
 JN0340'PERPENDICULAR CLIFFS ON E.  IT IS 106 FEET SE OF 1/4 SECS.
 JN0340'28 AND 29, T 22 S.
 JN0340'
 JN0340'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 JN0340'DISKS IN OUTCROPPING BEDROCK AS DESCRIBED.
 JN0340'
 JN0340'STATION IS REACHED FROM EMERY POST OFFICE BY GOING N ON
 JN0340'UTAH 10, GRADED DIRT, 3.25 MILES TO STEEL BRIDGE.  CONTINUE
 JN0340'ON 10, 1.4 MILES TO A FORK JUST AFTER CROSSING AN IRRIGATION
 JN0340'DITCH.  THENCE LEAVE 10, TAKE R FORK AND FOLLOW GRADED DIRT
 JN0340'ROAD SE 0.15 MILE TO GATE.  PASS THRU GATE AND TAKE L FORK,
 JN0340'GRADED DIRT, E AND S 1.95 MILES TO RANCHHOUSE ON R.  THENCE
 JN0340'CONTINUE S 0.2 MILE TO A FORK AT FENCE CORNER.  THENCE STRAIGHT
 JN0340'AHEAD, S, ON MAIN TRAIL ROAD 0.7 MILE TO GATE.  PASS THRU
 JN0340'GATE AND GO 50 YARDS TO FORK.  THENCE L FORK ON MAIN TRAIL
 JN0340'ROAD 0.35 MILE TO DIM FORK.  THENCE KEEP STRAIGHT AHEAD ON
 JN0340'R FORK 0.05 MILE TO DIM FORK.  THENCE L FORK ON MAIN TRAIL
 JN0340'ROAD 1.15 MILES TO FORK.  THENCE L FORK SE AND E 0.2 MILE
 JN0340'TO A ROAD COMING IN ON R.  CONTINUE 0.1 MILE TO A DIM
 JN0340'FORK.  THENCE R FORK SOUTHERLY 0.8 MILE TO FORK.  THENCE L
 JN0340'FORK SE AND E 0.5 MILE TO AN OPENING.  CONTINUE ACROSS
 JN0340'OPENING ON TRAIL ROAD GOING SE 0.3 MILE TO HIGHEST POINT
 JN0340'AND STATION.
 JN0340'
 JN0340'AZIMUTH MARK IS REACHED BY TAKING R FORK AT LAST FORK MENTIONED
 JN0340'IN DESCRIPTION AND GOING S 0.3 MILE TO A SMALL SANDSTONE
 JN0340'KNOB ON R.  MARK IS ABOUT 1/2 MILE WNW OF STATION ON ONLY
 JN0340'ROCK KNOLL IN VICINITY.  IT IS ON E END OF KNOLL ABOUT 100
 JN0340'YARDS W OF TRACK ROAD.
 JN0340'
 JN0340'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
 JN0340
 JN0340                          STATION RECOVERY (1952)
 JN0340
 JN0340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 JN0340'RECOVERED, ALL MARKS IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0343 ***********************************************************************
 JN0343  DESIGNATION -  EMERY LATTER DAY SAINTS CH TWR
 JN0343  PID         -  JN0343
 JN0343  STATE/COUNTY-  UT/EMERY
 JN0343  COUNTRY     -  US
 JN0343  USGS QUAD   -  EMERY EAST (2017)
 JN0343
 JN0343                         *CURRENT SURVEY CONTROL
 JN0343  ______________________________________________________________________
 JN0343* NAD 83(1994) POSITION- 38 55 27.34202(N) 111 14 49.89671(W)   ADJUSTED
 JN0343  ______________________________________________________________________
 JN0343  GEOID HEIGHT    -        -17.659 (meters)                     GEOID18
 JN0343  LAPLACE CORR    -         -8.76  (seconds)                    DEFLEC18
 JN0343  HORZ ORDER      -  THIRD
 JN0343
 JN0343.The horizontal coordinates were established by classical geodetic methods
 JN0343.and adjusted by the National Geodetic Survey in November 1997.
 JN0343
 JN0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0343.GEOID18 height accuracy estimate available here.
 JN0343
 JN0343.Click photographs - Photos may exist for this station.
 JN0343
 JN0343.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0343
 JN0343. The following values were computed from the NAD 83(1994) position.
 JN0343
 JN0343;                    North         East     Units Scale Factor Converg.
 JN0343;SPC UT C     - 2,065,637.040   521,923.542   MT  1.00002409   +0 09 43.0
 JN0343;SPC UT C     - 6,777,010.86  1,712,344.15   sFT  1.00002409   +0 09 43.0
 JN0343;UTM  12      - 4,308,400.916   478,572.264   MT  0.99960565   -0 09 19.1
 JN0343
 JN0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ7857208400(NAD 83)
 JN0343
 JN0343                          SUPERSEDED SURVEY CONTROL
 JN0343
 JN0343  NAD 83(1986)-  38 55 27.32862(N)    111 14 49.88461(W) AD(       ) 3
 JN0343  NAD 27      -  38 55 27.42000(N)    111 14 47.28000(W) AD(       ) 3
 JN0343
 JN0343.Superseded values are not recommended for survey control.
 JN0343
 JN0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0343.See file dsdata.pdf to determine how the superseded data were derived.
 JN0343
 JN0343_MARKER: 75 = BELFRY
 JN0343
 JN0343  HISTORY     - Date     Condition        Report By
 JN0343  HISTORY     - 1938     FIRST OBSERVED   CGS
 JN0343  HISTORY     - 20180606 GOOD             NGS
 JN0343
 JN0343                          STATION DESCRIPTION
 JN0343
 JN0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 2018 (DW)
 JN0343'OLD WOODEN CHURCH BUILDING.  IS ABANDONED AT THE SOUTHWEST CORNER OF E
 JN0343'100 N AND N 100 E. BELFRY IS PRESENT, BUT THERE IS NO OBVIOUS CENTER
 JN0343'POINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0974 ***********************************************************************
 LO0974  DESIGNATION -  EMIGRATION CANYON MICROWAVE
 LO0974  PID         -  LO0974
 LO0974  STATE/COUNTY-  UT/SALT LAKE
 LO0974  COUNTRY     -  US
 LO0974  USGS QUAD   -  SUGAR HOUSE (2017)
 LO0974
 LO0974                         *CURRENT SURVEY CONTROL
 LO0974  ______________________________________________________________________
 LO0974* NAD 83(1994) POSITION- 40 44 59.91882(N) 111 48 06.21109(W)   ADJUSTED
 LO0974  ______________________________________________________________________
 LO0974  GEOID HEIGHT    -        -16.293 (meters)                     GEOID18
 LO0974  LAPLACE CORR    -         18.44  (seconds)                    DEFLEC18
 LO0974  HORZ ORDER      -  THIRD
 LO0974
 LO0974.The horizontal coordinates were established by classical geodetic methods
 LO0974.and adjusted by the National Geodetic Survey in November 1997.
 LO0974
 LO0974.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0974.GEOID18 height accuracy estimate available here.
 LO0974
 LO0974.Click photographs - Photos may exist for this station.
 LO0974
 LO0974.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0974
 LO0974. The following values were computed from the NAD 83(1994) position.
 LO0974
 LO0974;                    North         East     Units Scale Factor Converg.
 LO0974;SPC UT C     - 2,268,349.071   474,517.976   MT  1.00002641   -0 11 35.8
 LO0974;SPC UT C     - 7,442,075.24  1,556,814.39   sFT  1.00002641   -0 11 35.8
 LO0974;UTM  12      - 4,511,311.896   432,319.197   MT  0.99965638   -0 31 24.1
 LO0974
 LO0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3231911311(NAD 83)
 LO0974
 LO0974                          SUPERSEDED SURVEY CONTROL
 LO0974
 LO0974  NAD 83(1993)-  40 44 59.91864(N)    111 48 06.21212(W) AD(       ) 3
 LO0974  NAD 83(1986)-  40 44 59.90601(N)    111 48 06.20810(W) AD(       ) 3
 LO0974  NAD 27      -  40 45 00.09793(N)    111 48 03.44934(W) AD(       ) 3
 LO0974
 LO0974.Superseded values are not recommended for survey control.
 LO0974
 LO0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0974.See file dsdata.pdf to determine how the superseded data were derived.
 LO0974
 LO0974_MARKER: 45 = MICROWAVE TOWER
 LO0974
 LO0974  HISTORY     - Date     Condition        Report By
 LO0974  HISTORY     - 1962     FIRST OBSERVED   CGS
 LO0974
 LO0974                          STATION DESCRIPTION
 LO0974
 LO0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0974'STATION IS THE TOP CENTER OF THE MICRO-WAVE TOWER, WHICH IS ABOUT
 LO0974'100 FEET IN HEIGHT.  THE TOWER IS OWNED BY AMERICA TELEGRAPH AND
 LO0974'TELEPHONE CO. AND IS IN EMIGRATION CANYON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1043 ***********************************************************************
 LO1043  DESIGNATION -  EMMONS
 LO1043  PID         -  LO1043
 LO1043  STATE/COUNTY-  UT/DUCHESNE
 LO1043  COUNTRY     -  US
 LO1043  USGS QUAD   -  MOUNT EMMONS (2017)
 LO1043
 LO1043                         *CURRENT SURVEY CONTROL
 LO1043  ______________________________________________________________________
 LO1043* NAD 83(1994) POSITION- 40 42 42.28599(N) 110 18 13.58728(W)   ADJUSTED
 LO1043* NAVD 88 ORTHO HEIGHT -  4099.0   (meters)    13448.    (feet) VERTCON3
 LO1043  ______________________________________________________________________
 LO1043  GEOID HEIGHT    -        -11.970 (meters)                     GEOID18
 LO1043  LAPLACE CORR    -          0.98  (seconds)                    DEFLEC18
 LO1043  HORZ ORDER      -  FIRST
 LO1043
 LO1043.The horizontal coordinates were established by classical geodetic methods
 LO1043.and adjusted by the National Geodetic Survey in November 1997.
 LO1043
 LO1043.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1043
 LO1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1043.GEOID18 height accuracy estimate available here.
 LO1043
 LO1043.Click photographs - Photos may exist for this station.
 LO1043
 LO1043.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1043
 LO1043. The following values were computed from the NAD 83(1994) position.
 LO1043
 LO1043;                    North         East     Units Scale Factor Converg.
 LO1043;SPC UT C     - 2,264,736.398   601,080.465   MT  1.00001595   +0 45 58.6
 LO1043;SPC UT C     - 7,430,222.67  1,972,044.83   sFT  1.00001595   +0 45 58.6
 LO1043;UTM  12      - 4,506,992.006   558,808.223   MT  0.99964257   +0 27 14.9
 LO1043
 LO1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1043!SPC UT C     -   0.99935930  x   1.00001595  =   0.99937524
 LO1043!UTM  12      -   0.99935930  x   0.99964257  =   0.99900210
 LO1043
 LO1043:                Primary Azimuth Mark                     Grid Az
 LO1043:SPC UT C     -  EMMONS AZ MK                             216 50 33.5
 LO1043:UTM  12      -  EMMONS AZ MK                             217 09 17.2
 LO1043
 LO1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL5880806992(NAD 83)
 LO1043
 LO1043|---------------------------------------------------------------------|
 LO1043| PID    Reference Object                     Distance      Geod. Az  |
 LO1043|                                                           dddmmss.s |
 LO1043| CP4917 EMMONS RM 1                           5.626 METERS 15722     |
 LO1043| CP4916 EMMONS AZ MK                                       2173632.1 |
 LO1043| CP4918 EMMONS RM 2                           8.215 METERS 26815     |
 LO1043|---------------------------------------------------------------------|
 LO1043
 LO1043                          SUPERSEDED SURVEY CONTROL
 LO1043
 LO1043  NAD 83(1993)-  40 42 42.28571(N)    110 18 13.58722(W) AD(       ) 1
 LO1043  NAD 83(1986)-  40 42 42.26885(N)    110 18 13.57483(W) AD(       ) 1
 LO1043  NAD 27      -  40 42 42.47400(N)    110 18 11.00920(W) AD(       ) 1
 LO1043  NGVD 29 (07/19/86) 4097.1    (m)        13442.     (f) VERT ANG       
 LO1043
 LO1043.Superseded values are not recommended for survey control.
 LO1043
 LO1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1043.See file dsdata.pdf to determine how the superseded data were derived.
 LO1043
 LO1043_MARKER: DD = SURVEY DISK
 LO1043_SETTING: 80 = SET IN A BOULDER
 LO1043
 LO1043  HISTORY     - Date     Condition        Report By
 LO1043  HISTORY     - 1962     MONUMENTED       USGS
 LO1043  HISTORY     - 1963     GOOD             CGS
 LO1043
 LO1043                          STATION DESCRIPTION
 LO1043
 LO1043'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (JCC)
 LO1043'STATION IS ON THE HIGHEST PART OF EMMONS PEAK, A FLAT TOP,
 LO1043'ROCK COVERED PEAK WITH AN ELEVATION OF 13455 FEET.  IT IS ABOUT
 LO1043'14 MILES NORTHEAST OF MOON LAKE AND 38 MILES NORTH OF DUCHESNE.
 LO1043'
 LO1043'THE STATION WAS REACHED BY HELICOPTER FROM MOON LAKE, BY
 LO1043'GOING NORTHEAST ON A TRUE COURSE OF 47 DEGREES FOR ABOUT
 LO1043'15 MILES TO THE STATION.
 LO1043'
 LO1043'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK,
 LO1043'STAMPED 193455, CEMENTED IN A DRILL HOLE IN A 4 X 4 FOOT
 LO1043'BOULDER FLUSH WITH THE SURROUNDING SURFACE.  IT IS 6 FEET
 LO1043'SOUTHWEST OF A 4 FOOT CAIRN.
 LO1043'
 LO1043'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EMMONS USGS NO
 LO1043'1 1962, SET IN A DRILL HOLE IN A 2 X 4 FOOT BOULDER PROJECTING
 LO1043'5 INCHES.  IT IS 21 FEET SOUTH OF THE CAIRN AND ABOUT 1 FOOT
 LO1043'LOWER THAN THE STATION.
 LO1043'
 LO1043'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EMMONS USGS NO
 LO1043'2 1962, SET IN A DRILL HOLE IN A 3 X 3 FOOT BOULDER PROJECTING
 LO1043'1 FOOT.  IT IS 28 FEET WEST OF THE CAIRN AND ABOUT THE SAME
 LO1043'ELEVATION AS THE STATION.
 LO1043'
 LO1043'AZIMUTH MARK IS A STANDARD DISK, STAMPED EMMONS USGS 1962, SET
 LO1043'IN A DRILL HOLE IN A 5 X 6 FOOT BOULDER PROJECTING 2 FEET.
 LO1043'IT IS 4 FEET SOUTHEAST OF A 2 FOOT CAIRN AND 5 FEET NORTHWEST
 LO1043'OF THE WEST EDGE OF A BLUFF.
 LO1043'
 LO1043'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK SOUTHWEST
 LO1043'DOWN ALONG RIDGE, THEN UP STEEP HILL TO THE TOP AND THE MARK.
 LO1043
 LO1043                          STATION RECOVERY (1963)
 LO1043
 LO1043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLG)
 LO1043'STATION AND MARKS WERE FOUND AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0538 ***********************************************************************
 JM0538  DESIGNATION -  END
 JM0538  PID         -  JM0538
 JM0538  STATE/COUNTY-  UT/SAN JUAN
 JM0538  COUNTRY     -  US
 JM0538  USGS QUAD   -  CROSS CANYON (2017)
 JM0538
 JM0538                         *CURRENT SURVEY CONTROL
 JM0538  ______________________________________________________________________
 JM0538* NAD 83(1994) POSITION- 38 03 43.19325(N) 109 59 57.56365(W)   ADJUSTED
 JM0538* NAVD 88 ORTHO HEIGHT -  1841.2   (meters)     6041.    (feet) VERTCON3
 JM0538  ______________________________________________________________________
 JM0538  GEOID HEIGHT    -        -19.782 (meters)                     GEOID18
 JM0538  LAPLACE CORR    -          5.90  (seconds)                    DEFLEC18
 JM0538  HORZ ORDER      -  THIRD
 JM0538
 JM0538.The horizontal coordinates were established by classical geodetic methods
 JM0538.and adjusted by the National Geodetic Survey in November 1997.
 JM0538
 JM0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0538
 JM0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0538.GEOID18 height accuracy estimate available here.
 JM0538
 JM0538.Click photographs - Photos may exist for this station.
 JM0538
 JM0538.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0538
 JM0538. The following values were computed from the NAD 83(1994) position.
 JM0538
 JM0538;                    North         East     Units Scale Factor Converg.
 JM0538;SPC UT S     - 3,155,917.171   631,686.568   MT  0.99996303   +0 55 10.0
 JM0538;SPC UT S     -10,354,038.25  2,072,458.35   sFT  0.99996303   +0 55 10.0
 JM0538;UTM  12      - 4,213,166.509   587,783.811   MT  0.99969491   +0 37 01.1
 JM0538
 JM0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0538!SPC UT S     -   0.99971428  x   0.99996303  =   0.99967732
 JM0538!UTM  12      -   0.99971428  x   0.99969491  =   0.99940927
 JM0538
 JM0538:                Primary Azimuth Mark                     Grid Az
 JM0538:SPC UT S     -  FORKS=ET U 198                           265 12 30.3
 JM0538:UTM  12      -  FORKS=ET U 198                           265 30 39.2
 JM0538
 JM0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH8778313166(NAD 83)
 JM0538
 JM0538|---------------------------------------------------------------------|
 JM0538| PID    Reference Object                     Distance      Geod. Az  |
 JM0538|                                                           dddmmss.s |
 JM0538| JN0437 FORKS=ET U 198                      APPROX. 5.6 KM 2660740.3 |
 JM0538|---------------------------------------------------------------------|
 JM0538
 JM0538                          SUPERSEDED SURVEY CONTROL
 JM0538
 JM0538  NAD 83(1986)-  38 03 43.18531(N)    109 59 57.56417(W) AD(       ) 3
 JM0538  NAD 27      -  38 03 43.23613(N)    109 59 55.09920(W) AD(       ) 3
 JM0538  NGVD 29 (07/19/86) 1840.2    (m)         6037.     (f) VERT ANG       
 JM0538
 JM0538.Superseded values are not recommended for survey control.
 JM0538
 JM0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0538.See file dsdata.pdf to determine how the superseded data were derived.
 JM0538
 JM0538_MARKER: DD = SURVEY DISK
 JM0538_SETTING: 66 = SET IN ROCK OUTCROP
 JM0538_STAMPING: END 1953
 JM0538_MARK LOGO: USGS
 JM0538_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0538+STABILITY: POSITION/ELEVATION WELL
 JM0538
 JM0538  HISTORY     - Date     Condition        Report By
 JM0538  HISTORY     - 1953     MONUMENTED       USGS
 JM0538
 JM0538                          STATION DESCRIPTION
 JM0538
 JM0538'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JM0538'LOCATED ABOUT 62 MI. SE. OF TOWN OF GREEN RIVER, 44 MI. ESE. OF
 JM0538'HANKSVILLE, 5.0 MI. NE. OF JUNCTION OF GYPSUM CANYON AND COLORADO
 JM0538'RIVER, 4.0 MI. ENE. OF JUNCTION OF WATERHOLE CANYON AND COLORADO RIVER
 JM0538'ON E. SIDE OF COLORADO RIVER AND ON SE. TOP OF SERIES OF LARGE
 JM0538'SANDSTONE TOPS.
 JM0538'
 JM0538'STATION REACHED BY HELICOPTER.
 JM0538'
 JM0538'STATION MARK - STANDARD TABLET STAMPED ---END 1953--- CEMENTED IN
 JM0538'DRILL HOLE SET IN SANDSTONE SURFACE.
 JM0538'
 JM0538'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.1
 JM0538'1953--- CEMENTED IN DRILL HOLE SET IN SANDSTONE SURFACE, 6.76 FT. FROM
 JM0538'STATION MARK, S 61 DEG 48 MIN W.
 JM0538'
 JM0538'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED --- NO.2
 JM0538'1953 SET IN DRILL HOLE CEMENTED IN  SANDSTONE SURFACE, 3.37 FT. FROM
 JM0538'STATION MARK, S 21 DEG 36 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0418 ***********************************************************************
 JN0418  DESIGNATION -  END
 JN0418  PID         -  JN0418
 JN0418  STATE/COUNTY-  UT/EMERY
 JN0418  COUNTRY     -  US
 JN0418  USGS QUAD   -  JACKS KNOB (2017)
 JN0418
 JN0418                         *CURRENT SURVEY CONTROL
 JN0418  ______________________________________________________________________
 JN0418* NAD 83(1994) POSITION- 38 35 27.94999(N) 110 19 35.99531(W)   ADJUSTED
 JN0418* NAVD 88 ORTHO HEIGHT -  1583.2   (meters)     5194.    (feet) VERTCON3
 JN0418  ______________________________________________________________________
 JN0418  GEOID HEIGHT    -        -20.179 (meters)                     GEOID18
 JN0418  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 JN0418  HORZ ORDER      -  THIRD
 JN0418
 JN0418.The horizontal coordinates were established by classical geodetic methods
 JN0418.and adjusted by the National Geodetic Survey in November 1997.
 JN0418
 JN0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0418
 JN0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0418.GEOID18 height accuracy estimate available here.
 JN0418
 JN0418.Click photographs - Photos may exist for this station.
 JN0418
 JN0418.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0418
 JN0418. The following values were computed from the NAD 83(1994) position.
 JN0418
 JN0418;                    North         East     Units Scale Factor Converg.
 JN0418;SPC UT C     - 2,029,288.971   602,234.759   MT  1.00013215   +0 45 05.8
 JN0418;SPC UT C     - 6,657,758.90  1,975,831.87   sFT  1.00013215   +0 45 05.8
 JN0418;UTM  12      - 4,271,616.725   558,639.627   MT  0.99964234   +0 25 12.0
 JN0418
 JN0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0418!SPC UT C     -   0.99975481  x   1.00013215  =   0.99988693
 JN0418!UTM  12      -   0.99975481  x   0.99964234  =   0.99939724
 JN0418
 JN0418:                Primary Azimuth Mark                     Grid Az
 JN0418:SPC UT C     -  WILDCAT BUTTE                            281 52 00.5
 JN0418:UTM  12      -  WILDCAT BUTTE                            282 11 54.3
 JN0418
 JN0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH5863971616(NAD 83)
 JN0418
 JN0418|---------------------------------------------------------------------|
 JN0418| PID    Reference Object                     Distance      Geod. Az  |
 JN0418|                                                           dddmmss.s |
 JN0418| JN0421 WILDCAT BUTTE                       APPROX. 7.8 KM 2823706.3 |
 JN0418|---------------------------------------------------------------------|
 JN0418
 JN0418                          SUPERSEDED SURVEY CONTROL
 JN0418
 JN0418  NAD 83(1986)-  38 35 27.93971(N)    110 19 35.99155(W) AD(       ) 3
 JN0418  NAD 27      -  38 35 28.01259(N)    110 19 33.49839(W) AD(       ) 3
 JN0418  NGVD 29 (07/19/86) 1582.2    (m)         5191.     (f) VERT ANG       
 JN0418
 JN0418.Superseded values are not recommended for survey control.
 JN0418
 JN0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0418.See file dsdata.pdf to determine how the superseded data were derived.
 JN0418
 JN0418_MARKER: DD = SURVEY DISK
 JN0418_SETTING: 0 = UNSPECIFIED SETTING
 JN0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0418
 JN0418  HISTORY     - Date     Condition        Report By
 JN0418  HISTORY     - 1960     MONUMENTED       USGS
 JN0418
 JN0418                          STATION DESCRIPTION
 JN0418
 JN0418'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 JN0418'LOCATED ABOUT 29.5 MI. SW. OF GREEN RIVER, 13.5 MI. ESE. OF TEMPLE
 JN0418'JUNCTION STATION, ON THE S. END OF A LONG N-S. MESA LYING BETWEEN
 JN0418'NORTH SPRING WASH AND DUGOUT CREEK.
 JN0418'
 JN0418'STATION REACHED BY HELICOPTER BUT ALSO MAY BE REACHED FROM A GOOD RD.
 JN0418'CROSSING MESA ABOUT 0.5 MI. TO N. OF STATION SITE.
 JN0418'
 JN0418'STATION MARK - STANDARD TABLET STAMPED ---END 1960--- BRAZED TO TOP OF
 JN0418'2 IN. PIPE PROJECTING 0.3 FT. ABOVE SURFACE.
 JN0418'
 JN0418'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.1
 JN0418'1960--- BRAZED TO TOP OF 2 IN. PIPE PROJECTING  0.8 FT. ABOVE SURFACE,
 JN0418'25.37 FT. FROM STATION, S 02 DEG 30 MIN E.
 JN0418'
 JN0418'REFERENCE MARKS NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.2
 JN0418'1960--- BRAZED TO TOP OF 2 IN. PIPE PROJECTING 0.6 FT. ABOVE SURFACE,
 JN0418'30.09 FT. FROM STATION, N 77 DEG 06 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0599 ***********************************************************************
 HO0599  DESIGNATION -  ENOCH
 HO0599  PID         -  HO0599
 HO0599  STATE/COUNTY-  UT/IRON
 HO0599  COUNTRY     -  US
 HO0599  USGS QUAD   -  CEDAR CITY (2017)
 HO0599
 HO0599                         *CURRENT SURVEY CONTROL
 HO0599  ______________________________________________________________________
 HO0599* NAD 83(1994) POSITION- 37 43 44.73573(N) 113 00 10.22623(W)   ADJUSTED
 HO0599* NAVD 88 ORTHO HEIGHT -  2391.    (meters)     7844.    (feet) VERTCON3
 HO0599  ______________________________________________________________________
 HO0599  GEOID HEIGHT    -        -21.098 (meters)                     GEOID18
 HO0599  LAPLACE CORR    -         25.20  (seconds)                    DEFLEC18
 HO0599  HORZ ORDER      -  FIRST
 HO0599
 HO0599.The horizontal coordinates were established by classical geodetic methods
 HO0599.and adjusted by the National Geodetic Survey in November 1997.
 HO0599
 HO0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0599
 HO0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0599.GEOID18 height accuracy estimate available here.
 HO0599
 HO0599.Click photographs - Photos may exist for this station.
 HO0599
 HO0599.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0599
 HO0599. The following values were computed from the NAD 83(1994) position.
 HO0599
 HO0599;                    North         East     Units Scale Factor Converg.
 HO0599;SPC UT S     - 3,118,976.060   367,529.805   MT  0.99995176   -0 55 14.8
 HO0599;SPC UT S     -10,232,840.62  1,205,804.04   sFT  0.99995176   -0 55 14.8
 HO0599;UTM  12      - 4,177,646.191   323,501.929   MT  0.99998371   -1 13 33.3
 HO0599
 HO0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0599!SPC UT S     -   0.99962822  x   0.99995176  =   0.99958000
 HO0599!UTM  12      -   0.99962822  x   0.99998371  =   0.99961194
 HO0599
 HO0599:                Primary Azimuth Mark                     Grid Az
 HO0599:SPC UT S     -  ENOCH AZ MK                              023 52 56.9
 HO0599:UTM  12      -  ENOCH AZ MK                              024 11 15.4
 HO0599
 HO0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG2350177646(NAD 83)
 HO0599
 HO0599|---------------------------------------------------------------------|
 HO0599| PID    Reference Object                     Distance      Geod. Az  |
 HO0599|                                                           dddmmss.s |
 HO0599| CH2245 ENOCH AZ MK                                        0225742.1 |
 HO0599| CH2246 ENOCH RM 1                            5.107 METERS 08931     |
 HO0599| CH2247 ENOCH RM 2                           10.934 METERS 22449     |
 HO0599|---------------------------------------------------------------------|
 HO0599
 HO0599                          SUPERSEDED SURVEY CONTROL
 HO0599
 HO0599  NAD 83(1986)-  37 43 44.73255(N)    113 00 10.22042(W) AD(       ) 1
 HO0599  NAD 27      -  37 43 44.81400(N)    113 00 07.41100(W) AD(       ) 1
 HO0599  NGVD 29 (07/19/86) 2390.     (m)         7841.     (f) VERT ANG       
 HO0599
 HO0599.Superseded values are not recommended for survey control.
 HO0599
 HO0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0599.See file dsdata.pdf to determine how the superseded data were derived.
 HO0599
 HO0599_MARKER: DS = TRIANGULATION STATION DISK
 HO0599_SETTING: 80 = SET IN A BOULDER
 HO0599
 HO0599  HISTORY     - Date     Condition        Report By
 HO0599  HISTORY     - 1938     MONUMENTED       CGS
 HO0599  HISTORY     - 1971     GOOD             USGS
 HO0599
 HO0599                          STATION DESCRIPTION
 HO0599
 HO0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0599'STATION IS LOCATED ABOUT 5 MILES AIRLINE NE OF CEDAR CITY,
 HO0599'AND ABOUT 3 MILES AIRLINE SSE OF ENOCH POST OFFICE AND VILLAGE.
 HO0599'IT LIES ABOUT 2 MILES E OF U.S. 91 ON HIGHEST POINT OF A TIMBERED
 HO0599'MOUNTAIN WHICH IS FOOTHILL OF HIGHER CEDAR MOUNTAINS TO E AND
 HO0599'SE.  THIS HILL IS ON FIRST HIGH BENCH OF ABOVE-MENTIONED
 HO0599'U.S. 91 AND IS ABOUT 1500 FEET ABOVE LEVEL OF VALLEY.
 HO0599'
 HO0599'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN BOULDERS
 HO0599'AS DESCRIBED.  AZIMUTH IS SAME AS REFERENCE
 HO0599'MARKS.
 HO0599'
 HO0599'REACHED FROM POST OFFICE IN CEDAR CITY BY GOING N ON U.S. 91
 HO0599'4.35 MILES TO A 15-FOOT HIGHWAY-CUT BANK ON R JUST AFTER PASSING
 HO0599'SEVERAL GUARD RAILS ALONG HIGHWAY.  THENCE CONTINUE ON U.S. 91
 HO0599'0.4 MILE TO WHERE A TRAIL ROAD FORKS TO L.  THENCE CONTINUE
 HO0599'ON U.S. 91 0.25 MILE TO A DIM TRAIL-SIDE ROAD ON R AT S SIDE
 HO0599'OF A CORRUGATED IRON CULVERT.  (THERE IS ANOTHER CORRUGATED
 HO0599'IRON CULVERT UNDER HIGHWAY ABOUT 75 YARDS AHEAD AND THERE
 HO0599'IS A CONCRETE CULVERT OVER AN IRRIGATION DITCH TO L OF HIGHWAY
 HO0599'AND TO L OF HIGHWAY CULVERT).  HERE LEAVE HIGHWAY, TURN
 HO0599'R AND FOLLOW DIM TRACK ROAD EASTERLY 1.3 MILES ACROSS FLAT
 HO0599'AND UP A CEDAR RIDGE TO BASE OF A VERY STEEP HILL AND END
 HO0599'OF TRUCK TRAVEL.  FROM HERE PACK E AND S ON AN OLD WAGON
 HO0599'ROAD UP TO TOP OF FIRST MOUNTAIN AND A SAGEBRUSH FLAT.  AZIMUTH
 HO0599'MARK IS ABOUT 100 YARDS N OF THIS POINT ON S SLOPE OF AND
 HO0599'NEAR TOP OF A SMALL HILL ON L.  FROM HERE TURN R OFF OF OLD
 HO0599'WAGON ROAD AND GO S BY W ACROSS A FLAT AND OVER A COUPLE OF
 HO0599'RIDGES WHICH ARE HEAVILY COVERED WITH UNDERBRUSH, ABOUT 0.3
 HO0599'MILE TO HIGHEST POINT IN IMMEDIATE VICINITY AND STATION SITE.
 HO0599
 HO0599                          STATION RECOVERY (1971)
 HO0599
 HO0599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HO0599'TO REACH FROM THE LDS CHURCH IN ENOCH, DRIVE SOUTH ON THE MAIN
 HO0599'ROAD FOR 1.0 MILES TO A REVERSE ROAD FORK.  CONTINUE STRAIGHT
 HO0599'AHEAD FOR 1.6 MILES TO A ROAD INTERSECTION EAST.  TURN LEFT
 HO0599'ON GRAVEL ROAD AND PASS THRU TUNNEL UNDER FREEWAY FOR 0.6 MILE
 HO0599'TO A TRACK ROAD INTERSECTION SE.  TURN ON THE TRACK ROAD (4X4
 HO0599'RECOMMENDED FROM THIS POINT ON) AND CONTINUE UP STEEP RIDGE
 HO0599'FOR 2.5 MILES TO THE TOP AND A ROAD FORK.  TURN RIGHT AND
 HO0599'CONTINUE FOR 0.2 MILES AND END OF TRUCK TRAVEL.  PACK WEST
 HO0599'TO HIGHEST TOP AND STATION.  ABOUT A 5 MIN. PACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1003 ***********************************************************************
 LO1003  DESIGNATION -  ENSIGN PEAK MONUMENT
 LO1003  PID         -  LO1003
 LO1003  STATE/COUNTY-  UT/SALT LAKE
 LO1003  COUNTRY     -  US
 LO1003  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO1003
 LO1003                         *CURRENT SURVEY CONTROL
 LO1003  ______________________________________________________________________
 LO1003* NAD 83(1994) POSITION- 40 47 39.84145(N) 111 53 26.56496(W)   ADJUSTED
 LO1003  ______________________________________________________________________
 LO1003  GEOID HEIGHT    -        -16.681 (meters)                     GEOID18
 LO1003  LAPLACE CORR    -         16.15  (seconds)                    DEFLEC18
 LO1003  HORZ ORDER      -  THIRD
 LO1003
 LO1003.The horizontal coordinates were established by classical geodetic methods
 LO1003.and adjusted by the National Geodetic Survey in November 1997.
 LO1003
 LO1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1003.GEOID18 height accuracy estimate available here.
 LO1003
 LO1003.Click photographs - Photos may exist for this station.
 LO1003
 LO1003.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1003
 LO1003. The following values were computed from the NAD 83(1994) position.
 LO1003
 LO1003;                    North         East     Units Scale Factor Converg.
 LO1003;SPC UT C     - 2,273,311.423   467,024.211   MT  1.00003913   -0 15 01.0
 LO1003;SPC UT C     - 7,458,355.89  1,532,228.60   sFT  1.00003913   -0 15 01.0
 LO1003;UTM  12      - 4,516,315.589   424,856.975   MT  0.99966950   -0 34 55.1
 LO1003
 LO1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2485616315(NAD 83)
 LO1003
 LO1003                          SUPERSEDED SURVEY CONTROL
 LO1003
 LO1003  NAD 83(1993)-  40 47 39.84097(N)    111 53 26.56551(W) AD(       ) 3
 LO1003  NAD 83(1986)-  40 47 39.82906(N)    111 53 26.56038(W) AD(       ) 3
 LO1003  NAD 27      -  40 47 40.02339(N)    111 53 23.79035(W) AD(       ) 3
 LO1003
 LO1003.Superseded values are not recommended for survey control.
 LO1003
 LO1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1003.See file dsdata.pdf to determine how the superseded data were derived.
 LO1003
 LO1003_MARKER: 70 = MONUMENT
 LO1003
 LO1003  HISTORY     - Date     Condition        Report By
 LO1003  HISTORY     - 1962     FIRST OBSERVED   CGS
 LO1003  HISTORY     - 1973     GOOD             NGS
 LO1003  HISTORY     - 1980     GOOD             NGS
 LO1003
 LO1003                          STATION DESCRIPTION
 LO1003
 LO1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO1003'STATION IS THE CENTER OF A LARGE ROCK MONUMENT LOCATED ON
 LO1003'ENSIGN PEAK.  IT IS ABOUT 1 MILE NORTH OF THE UTAH STATE
 LO1003'CAPITOL BUILDING AND AT AN ELEVATION OF 5414 FEET.
 LO1003
 LO1003                          STATION RECOVERY (1973)
 LO1003
 LO1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO1003'THE ENSIGN PEAK MONUMENT 1962, WAS VISITED AND RECOVERED AS
 LO1003'DESCRIBED.
 LO1003
 LO1003                          STATION RECOVERY (1980)
 LO1003
 LO1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DRM)
 LO1003'STATION WAS RECOVERED AS DESCRIBED.  STATION WAS NOT VISITED.
 LO1003'
 LO1003'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO1003'2 MILES NORTH OF SALT LAKE CITY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DF8314 ***********************************************************************
 DF8314  SACS        -  This is a Secondary Airport Control Station.
 DF8314  DESIGNATION -  ENV C
 DF8314  PID         -  DF8314
 DF8314  STATE/COUNTY-  UT/TOOELE
 DF8314  COUNTRY     -  US
 DF8314  USGS QUAD   -  WENDOVER (2017)
 DF8314
 DF8314                         *CURRENT SURVEY CONTROL
 DF8314  ______________________________________________________________________
 DF8314* NAD 83(2011) POSITION- 40 43 35.81338(N) 114 02 29.48651(W)   ADJUSTED
 DF8314* NAD 83(2011) ELLIP HT-  1273.355 (meters)        (06/27/12)   ADJUSTED
 DF8314* NAD 83(2011) EPOCH   -  2010.00
 DF8314* NAVD 88 ORTHO HEIGHT -  1291.68  (meters)     4237.8   (feet) GPS OBS
 DF8314  ______________________________________________________________________
 DF8314  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF8314  GEOID HEIGHT    -        -18.132 (meters)                     GEOID99
 DF8314  GEOID HEIGHT    -        -18.146 (meters)                     GEOID18
 DF8314  NAD 83(2011) X  - -1,972,387.403 (meters)                     COMP
 DF8314  NAD 83(2011) Y  - -4,421,428.107 (meters)                     COMP
 DF8314  NAD 83(2011) Z  -  4,140,293.761 (meters)                     COMP
 DF8314  LAPLACE CORR    -         -3.36  (seconds)                    DEFLEC18
 DF8314
 DF8314  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8314  Standards:
 DF8314         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8314            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8314  -------------------------------------------------------------------
 DF8314  NETWORK    1.12   1.98           0.52   0.36   1.01     -0.12734162
 DF8314  -------------------------------------------------------------------
 DF8314  Click here for local accuracies and other accuracy information.
 DF8314
 DF8314.This mark is at Wendover Airport (ENV)
 DF8314
 DF8314.The horizontal coordinates were established by GPS observations
 DF8314.and adjusted by the National Geodetic Survey in June 2012.
 DF8314
 DF8314.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8314.been affixed to the stable North American tectonic plate. See 
 DF8314.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8314
 DF8314.The horizontal coordinates are valid at the epoch date displayed above
 DF8314.which is a decimal equivalence of Year/Month/Day.
 DF8314
 DF8314.The orthometric height was determined by GPS observations and a
 DF8314.high-resolution geoid model.
 DF8314
 DF8314.GPS derived orthometric heights for airport stations designated as
 DF8314.PACS or SACS are published to 2 decimal places.  This maintains
 DF8314.centimeter relative accuracy between the PACS and SACS.  It does
 DF8314.not indicate centimeter accuracy relative to other marks which are
 DF8314.part of the published vertical control network.
 DF8314
 DF8314.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8314.GEOID18 height accuracy estimate available here.
 DF8314
 DF8314.Click photographs - Photos may exist for this station.
 DF8314
 DF8314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8314
 DF8314.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8314
 DF8314.The ellipsoidal height was determined by GPS observations
 DF8314.and is referenced to NAD 83.
 DF8314
 DF8314. The following values were computed from the NAD 83(2011) position.
 DF8314
 DF8314;                    North         East     Units Scale Factor Converg.
 DF8314;SPC UT C     - 2,268,761.999   285,311.926   MT  1.00001996   -1 37 41.0
 DF8314;SPC UT C     - 7,443,429.99    936,060.88   sFT  1.00001996   -1 37 41.0
 DF8314;UTM  11      - 4,512,620.178   749,854.288   MT  1.00036846   +1 55 52.5
 DF8314;UTM  12      - 4,512,860.037   243,131.019   MT  1.00041222   -1 59 07.9
 DF8314
 DF8314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8314!SPC UT C     -   0.99980030  x   1.00001996  =   0.99982025
 DF8314!UTM  11      -   0.99980030  x   1.00036846  =   1.00016868
 DF8314!UTM  12      -   0.99980030  x   1.00041222  =   1.00021243
 DF8314
 DF8314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF4985412620(NAD 83)
 DF8314
 DF8314                          SUPERSEDED SURVEY CONTROL
 DF8314
 DF8314  NAD 83(2007)-  40 43 35.81315(N)    114 02 29.48652(W) AD(2002.00) 0
 DF8314  ELLIP H (02/10/07) 1273.363  (m)                       GP(2002.00)    
 DF8314  NAD 83(1994)-  40 43 35.81216(N)    114 02 29.48406(W) AD(       ) 1
 DF8314  ELLIP H (10/14/03) 1273.428  (m)                       GP(       ) 4 2
 DF8314
 DF8314.Superseded values are not recommended for survey control.
 DF8314
 DF8314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8314.See file dsdata.pdf to determine how the superseded data were derived.
 DF8314
 DF8314_MARKER: DH = HORIZONTAL CONTROL DISK
 DF8314_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DF8314+WITH SETTING: PAVEMENT
 DF8314_SP_SET: SIGN BASE
 DF8314_STAMPING: ENV C 2003
 DF8314_MARK LOGO: NGS
 DF8314_PROJECTION: FLUSH
 DF8314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8314+STABILITY: SURFACE MOTION
 DF8314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8314+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 DF8314
 DF8314  HISTORY     - Date     Condition        Report By
 DF8314  HISTORY     - 20030822 MONUMENTED       NGS
 DF8314
 DF8314                          STATION DESCRIPTION
 DF8314
 DF8314'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 DF8314'THE STATION IS LOCATED ON THE WENDOVER MUNICIPAL AIRPORT, SOUTHWEST OF
 DF8314'THE TERMINAL ALONG THE NORTH SIDE OF TAXIWAY A NEAR THE NORTHEAST
 DF8314'CORNER OF A CONCRETE SIGN BASE.
 DF8314'OWNERSHIP--CITY OF WENDOVER, 345 SOUTH AIRPORT APRON, WENDOVER UT
 DF8314'84083.  JAMES S PETERSEN, MANAGER, PHONE 435-665-2308.
 DF8314'
 DF8314'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 80
 DF8314'AND U.S. HIGHWAY 93 ALTERNATE (EXIT 410) IN WEST WENDOVER NEVADA, GO
 DF8314'0.25 KM (0.15 MILE) TO A T-ROAD.  TURN LEFT, EAST, GO ON HIGHWAY 93
 DF8314'ALTERNATE AND INTERSTATE HIGHWAY 80 BUSINESS FOR 0.25 KM (0.15 MILE)
 DF8314'TO HIGHWAY 93 SOUTH.  CONTINUE AHEAD FOR 0.9 KM (0.55 MILE)
 DF8314'ALONG HIGHWAY 80 BUSINESS TO AN OVERHEAD WALKWAY BETWEEN CASINOS AT
 DF8314'THE STATE LINE.  CONTINUE AHEAD FOR 0.25 KM (0.15 MILE) TO A CROSS
 DF8314'STREET.  TURN RIGHT, SOUTH, GO 0.9 KM (0.55 MILE) ALONG FIRST STREET
 DF8314'TO A ROAD CURVE LEFT NEAR THE AIRPORT PERIMETER FENCE.  BEAR LEFT AND
 DF8314'GO 0.2 KM (0.15 MILE) EAST AND THEN SOUTH TO A GATE ON THE EAST SIDE
 DF8314'OF THE TERMINAL BUILDING AND OLD CONTROL TOWER.  PASS THROUGH THE GATE
 DF8314'AND TURN RIGHT, WEST.  GO 0.3 KM (0.2 MILE) TO THE END OF THE APRON.
 DF8314'TURN LEFT, SOUTH, GO O.1 KM TO A TAXIWAY AND THE STATION ON THE RIGHT.
 DF8314'
 DF8314'THE STATION IS SET NEAR THE NORTHEAST CORNER OF A CONCRETE SIGN BASE,
 DF8314'25.1 M WEST OF AN EXTENDED LINE WITH THE WEST EDGE OF THE APRON,
 DF8314'23.1 M NORTH OF THE TAXIWAY CENTERLINE, 19.2 M WEST OF A TAXI LIGHT,
 DF8314'8.2 M NORTH OF A TAXI LIGHT, 0.3 M ABOVE THE LEVEL OF THE TAXIWAY AND
 DF8314'0.1 M SOUTHWEST OF THE NORTHEAST CORNER OF THE BASE.
 DF8314'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0417 ***********************************************************************
 KN0417  DESIGNATION -  EPHRAIM
 KN0417  PID         -  KN0417
 KN0417  STATE/COUNTY-  UT/JUAB
 KN0417  COUNTRY     -  US
 KN0417  USGS QUAD   -  CHRISS CANYON (2017)
 KN0417
 KN0417                         *CURRENT SURVEY CONTROL
 KN0417  ______________________________________________________________________
 KN0417* NAD 83(1994) POSITION- 39 23 28.42511(N) 111 45 05.59149(W)   ADJUSTED
 KN0417* NAVD 88 ORTHO HEIGHT -  2676.    (meters)     8780.    (feet) SCALED
 KN0417  ______________________________________________________________________
 KN0417  GEOID HEIGHT    -        -17.541 (meters)                     GEOID18
 KN0417  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 KN0417  HORZ ORDER      -  SECOND
 KN0417
 KN0417.The horizontal coordinates were established by classical geodetic methods
 KN0417.and adjusted by the National Geodetic Survey in November 1997.
 KN0417
 KN0417.The orthometric height was scaled from a topographic map.
 KN0417
 KN0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0417.GEOID18 height accuracy estimate available here.
 KN0417
 KN0417.Click photographs - Photos may exist for this station.
 KN0417
 KN0417.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0417
 KN0417. The following values were computed from the NAD 83(1994) position.
 KN0417
 KN0417;                    North         East     Units Scale Factor Converg.
 KN0417;SPC UT C     - 2,117,477.052   478,330.939   MT  0.99992863   -0 09 40.1
 KN0417;SPC UT C     - 6,947,089.29  1,569,324.09   sFT  0.99992863   -0 09 40.1
 KN0417;UTM  12      - 4,360,462.545   435,281.231   MT  0.99965157   -0 28 37.1
 KN0417
 KN0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0417!SPC UT C     -   0.99958304  x   0.99992863  =   0.99951170
 KN0417!UTM  12      -   0.99958304  x   0.99965157  =   0.99923475
 KN0417
 KN0417:                Primary Azimuth Mark                     Grid Az
 KN0417:SPC UT C     -  EPHRAIM AZ MK                            353 23 58.2
 KN0417:UTM  12      -  EPHRAIM AZ MK                            353 42 55.2
 KN0417
 KN0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ3528160462(NAD 83)
 KN0417
 KN0417|---------------------------------------------------------------------|
 KN0417| PID    Reference Object                     Distance      Geod. Az  |
 KN0417|                                                           dddmmss.s |
 KN0417| KN0405 MANTI MORMON TEMPLE E TWR LT        APPROX.16.6 KM 1421258.0 |
 KN0417| CM5557 EPHRAIM RM 2                         22.637 METERS 28604     |
 KN0417| CM5556 EPHRAIM RM 1                         15.181 METERS 32932     |
 KN0417| CM5555 EPHRAIM AZ MK                                      3531418.1 |
 KN0417|---------------------------------------------------------------------|
 KN0417
 KN0417                          SUPERSEDED SURVEY CONTROL
 KN0417
 KN0417  NAD 83(1986)-  39 23 28.41441(N)    111 45 05.58469(W) AD(       ) 2
 KN0417  NAD 27      -  39 23 28.55700(N)    111 45 02.86400(W) AD(       ) 2
 KN0417
 KN0417.Superseded values are not recommended for survey control.
 KN0417
 KN0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0417.See file dsdata.pdf to determine how the superseded data were derived.
 KN0417
 KN0417_MARKER: DS = TRIANGULATION STATION DISK
 KN0417_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KN0417
 KN0417  HISTORY     - Date     Condition        Report By
 KN0417  HISTORY     - 1938     MONUMENTED       CGS
 KN0417
 KN0417                          STATION DESCRIPTION
 KN0417
 KN0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0417'STATION IS LOCATED ABOUT 10 MILES NW OF MANTI AND 9 MILES WNW
 KN0417'OF EPHRAIM, ON HIGHEST PEAK IN VICINITY, IN SEC. 25, T 16 S,
 KN0417'R 1 E.  TOP IS BARE AND N SIDE IS COVERED WITH BRUSH AND FIR
 KN0417'TIMBER.  IT IS LOCALLY KNOWN AS BALDY MT.
 KN0417'
 KN0417'REFERENCE MARKS ARE STANDARD BRONZE DISKS IN BOULDERS.
 KN0417'AZIMUTH MARK (REFERENCE MARK NO. 3) IS A STANDARD
 KN0417'BRONZE DISK IN CONCRETE.
 KN0417'
 KN0417'STATION IS REACHED FROM EPHRAIM, UTAH, BY GOING N FROM POST-OFFICE
 KN0417'ON U.S. 89 4.75 MILES TO JUNCTION WITH U.S. 189.  KEEP L ON
 KN0417'U.S. 189, GO 3.9 MILES TO CROSS ROAD AT SIGN READING--WALES,
 KN0417'4 MILES.  TURN L ON GRAVELED ROAD AND GO W 3.9 MILES TO GRAVELED
 KN0417'ROAD LEADING N TO VILLAGE OF WALES.  TURN R AND GO N 0.65
 KN0417'MILE TO CROSS ROAD WHICH IS 1 BLOCK S OF A TEXACO GASOLINE
 KN0417'SIGN ON R.  TURN L AND FOLLOW MAIN TRAVELED ROAD W UP CANYON
 KN0417'3.15 MILES TO A GATE AT FOREST BOUNDARY.  GO THRU GATE AND
 KN0417'CONTINUE ON MAIN TRAVELED ROAD 0.55 MILE TO A TRACK ROAD ON
 KN0417'L, LEADING UP A STEEP GRADE.  TURN L ON TRACK ROAD AND FOLLOW
 KN0417'MAIN TRAVELED ROAD OVER RIDGE AND DOWN INTO CANYON TO W
 KN0417'1.85 MILES TO FORK AT A SPRING INCLOSED BY A POLE FENCE.
 KN0417'TAKE L FORK UP CANYON 0.8 MILE TO TOP OF RIDGE.  TURN R,
 KN0417'ALONG TOP OF RIDGE, AND FOLLOW MAIN TRAVELED ROAD 1.35
 KN0417'MILES TO FORK.  KEEP LEFT FORK MAIN TRAVELED ROAD 1.3 MILES
 KN0417'TO CABIN ON L.  CONTINUE ON MAIN TRAVELED ROAD 1.8 MILES
 KN0417'TO AZIMUTH MARK WHICH IS 53 FEET SE OF ROAD.  STATION PEAK IS
 KN0417'VISIBLE AT 163-1/2 DEG MAGNETIC, AND IS A SWAY-BACK PEAK.
 KN0417'FROM AZIMUTH MARK, BACK TRACK ON ROAD 0.1 MILE AND TURN R
 KN0417'OFF TRACK ROAD AND DRIVE ACROSS COUNTRY, S, 0.4 MILE TO
 KN0417'FOOT OF FIRST HILL, AND END OF TRUCK TRAVEL.  FROM END OF
 KN0417'TRUCK TRAVEL FOLLOW TRAIL LEADING AROUND R SIDE OF HILL, THEN
 KN0417'CONTINUE S ALONG RIDGE TO NW END OF PEAK, THEN L, SE, TO
 KN0417'TOP AND HIGHEST POINT AND STATION.  IT IS A 1-1/2 HOUR
 KN0417'PACK.  STATION MARK IS A STANDARD DISK SET IN A 2 INCH SOIL
 KN0417'PIPE, BURIED IN GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0425 ***********************************************************************
 LP0425  CBN         -  This is a Cooperative Base Network Control Station.
 LP0425  DESIGNATION -  ERDA
 LP0425  PID         -  LP0425
 LP0425  STATE/COUNTY-  UT/TOOELE
 LP0425  COUNTRY     -  US
 LP0425  USGS QUAD   -  MILLS JUNCTION (2017)
 LP0425
 LP0425                         *CURRENT SURVEY CONTROL
 LP0425  ______________________________________________________________________
 LP0425* NAD 83(2011) POSITION- 40 38 04.79195(N) 112 15 08.99356(W)   ADJUSTED
 LP0425* NAD 83(2011) ELLIP HT-  1530.666 (meters)        (06/27/12)   ADJUSTED
 LP0425* NAD 83(2011) EPOCH   -  2010.00
 LP0425* NAVD 88 ORTHO HEIGHT -  1547.9   (meters)     5078.    (feet) GPS OBS
 LP0425  ______________________________________________________________________
 LP0425  NAVD 88 orthometric height was determined with geoid model    GEOID09
 LP0425  GEOID HEIGHT    -        -17.266 (meters)                     GEOID09
 LP0425  GEOID HEIGHT    -        -17.238 (meters)                     GEOID18
 LP0425  NAD 83(2011) X  - -1,835,986.971 (meters)                     COMP
 LP0425  NAD 83(2011) Y  - -4,487,191.645 (meters)                     COMP
 LP0425  NAD 83(2011) Z  -  4,132,716.311 (meters)                     COMP
 LP0425  LAPLACE CORR    -          9.54  (seconds)                    DEFLEC18
 LP0425
 LP0425  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LP0425  Standards:
 LP0425         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LP0425            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LP0425  -------------------------------------------------------------------
 LP0425  NETWORK    0.85   2.39           0.38   0.30   1.22     -0.15154527
 LP0425  -------------------------------------------------------------------
 LP0425  Click here for local accuracies and other accuracy information.
 LP0425
 LP0425.The horizontal coordinates were established by GPS observations
 LP0425.and adjusted by the National Geodetic Survey in June 2012.
 LP0425
 LP0425.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LP0425.been affixed to the stable North American tectonic plate. See 
 LP0425.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LP0425
 LP0425.The horizontal coordinates are valid at the epoch date displayed above
 LP0425.which is a decimal equivalence of Year/Month/Day.
 LP0425
 LP0425.The orthometric height was determined by GPS observations and a
 LP0425.high-resolution geoid model.
 LP0425
 LP0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0425.GEOID18 height accuracy estimate available here.
 LP0425
 LP0425.Click photographs - Photos may exist for this station.
 LP0425
 LP0425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LP0425
 LP0425.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0425
 LP0425.The ellipsoidal height was determined by GPS observations
 LP0425.and is referenced to NAD 83.
 LP0425
 LP0425. The following values were computed from the NAD 83(2011) position.
 LP0425
 LP0425;                    North         East     Units Scale Factor Converg.
 LP0425;SPC UT C     - 2,255,768.460   436,341.127   MT  0.99999622   -0 28 55.3
 LP0425;SPC UT C     - 7,400,800.36  1,431,562.51   sFT  0.99999622   -0 28 55.3
 LP0425;UTM  12      - 4,498,956.630   394,082.206   MT  0.99973809   -0 48 56.7
 LP0425
 LP0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0425!SPC UT C     -   0.99975995  x   0.99999622  =   0.99975617
 LP0425!UTM  12      -   0.99975995  x   0.99973809  =   0.99949810
 LP0425
 LP0425:                Primary Azimuth Mark                     Grid Az
 LP0425:SPC UT C     -  ERDA AZ MK                               250 45 24.2
 LP0425:UTM  12      -  ERDA AZ MK                               251 05 25.6
 LP0425
 LP0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK9408298956(NAD 83)
 LP0425
 LP0425|---------------------------------------------------------------------|
 LP0425| PID    Reference Object                     Distance      Geod. Az  |
 LP0425|                                                           dddmmss.s |
 LP0425| CM5559 ERDA RM 1                            17.680 METERS 02317     |
 LP0425| CM5560 ERDA RM 2                            19.035 METERS 10833     |
 LP0425| LP0447 BEACON 59 AT STOCKTON 61A           APPROX.21.7 KM 2054447.7 |
 LP0425| LP0428 BEACON 61B WEST OF TOOELE           APPROX.13.3 KM 2080124.4 |
 LP0425| CM5558 ERDA AZ MK                                         2501628.9 |
 LP0425| LP0434 GRANTSVILLE AIRPORT BEACON 60       APPROX.17.6 KM 2783518.8 |
 LP0425| LP0482 SAN FRANCIS SALT LK AWY BN 59       APPROX.35.8 KM 2910504.2 |
 LP0425| LP0426 UTAH WOOL PULLING CO STACK          APPROX. 4.2 KM 2943844.4 |
 LP0425| LP0424 BEACON 61A NEAR STA LAKE POINT      APPROX. 7.8 KM 3591744.2 |
 LP0425|---------------------------------------------------------------------|
 LP0425
 LP0425                          SUPERSEDED SURVEY CONTROL
 LP0425
 LP0425  NAD 83(2007)-  40 38 04.79164(N)    112 15 08.99396(W) AD(2002.00) 0
 LP0425  ELLIP H (02/10/07) 1530.678  (m)                       GP(2002.00)    
 LP0425  NAD 83(1994)-  40 38 04.79113(N)    112 15 08.99335(W) AD(       ) A
 LP0425  ELLIP H (06/28/00) 1530.698  (m)                       GP(       ) 4 1
 LP0425  NAD 83(1994)-  40 38 04.79106(N)    112 15 08.99257(W) AD(       ) 1
 LP0425  NAD 83(1993)-  40 38 04.78598(N)    112 15 08.99289(W) AD(       ) 1
 LP0425  NAD 83(1986)-  40 38 04.78188(N)    112 15 08.98434(W) AD(       ) 1
 LP0425  NAD 27      -  40 38 04.98069(N)    112 15 06.17957(W) AD(       ) 1
 LP0425  NAVD 88 (06/28/00) 1548.0    (m)  GEOID99  model used  GPS OBS        
 LP0425  NGVD 29 (07/19/86) 1547.     (m)         5075.     (f) VERT ANG       
 LP0425
 LP0425.Superseded values are not recommended for survey control.
 LP0425
 LP0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0425.See file dsdata.pdf to determine how the superseded data were derived.
 LP0425
 LP0425_MARKER: DS = TRIANGULATION STATION DISK
 LP0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0425_STAMPING: ERDA 1938
 LP0425_MARK LOGO: CGS
 LP0425_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LP0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0425+STABILITY: SURFACE MOTION
 LP0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0425+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1999
 LP0425
 LP0425  HISTORY     - Date     Condition        Report By
 LP0425  HISTORY     - 1938     MONUMENTED       CGS
 LP0425  HISTORY     - 1967     GOOD             USGS
 LP0425  HISTORY     - 19800615 GOOD             NGS
 LP0425  HISTORY     - 19990615 GOOD             SLCS
 LP0425
 LP0425                          STATION DESCRIPTION
 LP0425
 LP0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 LP0425'ABOUT 12 MILES EAST-NORTHEAST OF GRANTSVILLE, UTAH, AND ABOUT
 LP0425'2 MILES NORTHEAST OF ERDA R.R. STATION.  STATION IS LOCATED
 LP0425'ON THE FLAT FOOT-HILLS ABOUT 3/4 MILE WEST OF THE BASE OF THE
 LP0425'OQUIRRH MOUNTAINS.  IT IS ABOUT 19 PACES WEST OF A TRANSMISSION
 LP0425'LINE AND ON WHAT IS APPARENTLY AN OLD LAKE SHORE LINE.
 LP0425'
 LP0425'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 LP0425'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 LP0425'
 LP0425'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF AND ABOUT ONE FOOT
 LP0425'HIGHER IN ELEVATION THAN THE STATION.  REFERENCE MARK NO. 2
 LP0425'IS EAST OF THE STATION AND ABOUT 3 FEET HIGHER IN ELEVATION.
 LP0425'
 LP0425'AZIMUTH MARK IS ABOUT TWO MILES SOUTHWEST OF THE STATION AND
 LP0425'ABOUT 200 FEET LOWER IN ELEVATION.  IT IS AT THE JUNCTION OF
 LP0425'UTAH HIGHWAY 36 AND THE DIRT ROAD LEADING TO THE ERDA R.R.
 LP0425'STATION.  IT IS SET IN THE CORNER OF THE FENCE ABOUT 15 FEET
 LP0425'WEST OF UTAH HIGHWAY 36 AND ABOUT 15 FEET SOUTH OF THE DIRT
 LP0425'ROAD.
 LP0425'
 LP0425'STATION IS REACHED FROM GRANTSVILLE BY GOING EAST ON U.S.
 LP0425'HIGHWAY 40 FOR 10.2 MILES TO THE JUNCTION OF THIS HIGHWAY
 LP0425'AND UTAH HIGHWAY 36.  THENCE TURN RIGHT ON UTAH HIGHWAY 36
 LP0425'AND GO FOR 2.2 MILES TO A CROSS ROAD.  THENCE TURN LEFT, EAST,
 LP0425'AND GO FOR 1.3 MILES ON THE DIRT ROAD TO A RAILROAD CROSSING.
 LP0425'CONTINUE FOR 0.1 MILE TO A FORK.  THENCE TAKE LEFT FORK FOR
 LP0425'1.2 MILES TO A TRANSMISSION LINE RUNNING APPROXIMATELY NORTH
 LP0425'AND SOUTH.  THENCE TURN LEFT, NORTH, ALONG THE TRANSMISSION
 LP0425'LINE AND GO FOR 0.2 MILE TO THE STATION SITE.
 LP0425
 LP0425                          STATION RECOVERY (1967)
 LP0425
 LP0425'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LP0425'RECOVERED.
 LP0425'
 LP0425'STATION MARK--STANDARD BRONZE DISK SET IN CONCRETE.
 LP0425
 LP0425                          STATION RECOVERY (1980)
 LP0425
 LP0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LP0425'THE STATION IS A STANDARD DISK.  SET INTO THE TOP OF A SQAURE CONCRETE
 LP0425'MONUMENT.  STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
 LP0425'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.  DISTANCE AND DIRECTION TO
 LP0425'REFERENCE MARKS COMPARED FAVORABLY WITH PREVIOUS DATA. A BENCH MARK,
 LP0425'U173 WAS TIED TO STATION AT THIS TIME.  STATION IS REACHED FROM THE
 LP0425'JUNCTION OF STATE HIGHWAYS 36 AND 138 ABOUT 10 MILES (16.1 KM)
 LP0425'NORTHEAST OF GRANTSVILLE.  GO SOUTH ON HIGHWAY 36 FOR 2.15 MILES (3.46
 LP0425'KM) TO BATES CANYON ROAD ON LEFT.  TURN LEFT AND GO EAST ON THE ROAD
 LP0425'WHICH IS SURFACED FOR 1.45 MILES, (2.33 KM) END OF ROAD AND LOCKED
 LP0425'GATES, PASS THROUGH GATE, THENCE NORTHEAST ON A GRADED ROAD FOR 0.15
 LP0425'MILE (0.24 KM) TO A BLADED CROSSROAD, CONTINUE IN NORTHEASTERLY ON A
 LP0425'WINDING ROAD, UPHILL FOR 0.75 MILE (1.21 KM) TO A DOUBLE POLE POWER
 LP0425'LINE, AND CONTINUE ON ROAD, EASTERLT FOR 0.25 MILE (0.40 KM) TO A
 LP0425'SINGLE POLE POWER LINE.  TURN LEFT AND GO NORTHERLY ALONG WEST SIDE OF
 LP0425'POWER LINE FOR 0.25 MILE (0.40 KM) TO STATION ON LEFT.  KEY FOR LOCK
 LP0425'ON GATE AND PERMISSION TO ENTER ON TO LEND MAY BE OBTAINED AT THE
 LP0425'STANSBURY PARK OFFICE WHICH IS ENROUTE TO STATION ON WEST SIDE OF
 LP0425'STATE HIGHWAY 36.  BENCH MARK U173 IS REACHED FROM THE JUNCTION OF THE
 LP0425'TWO HIGHWAYS MENTIONED ABOVE.  GO SOUTH ON HIGHWAY 36 FOR 0.1 MILE
 LP0425'(0.2 KM) TO A GRAVELED CROSSROAD.  TURN LEFT AND GO EAST ON GRAVELED
 LP0425'ROAD FOR ABOUT 2.0 MILES (3.2 KM) O A RAILROAD TRACK AND BLADED ROAD.
 LP0425'TURN RIGHT AND PROCEED ON ROAD FOR ABOUT 0.05 MILE, (0.08 KM) THENCE
 LP0425'RIGHT FOR ABOUT 108 FT (32.9 M) TO MARK.  STATION IS A STANDARD DISK,
 LP0425'STAMPED ERDA 1938, SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 LP0425'ABOUT 4 INCHES, 43 FT (13.1 M) WEST OF CENTER OF A TRACK ROAD.
 LP0425'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ERDA NO 1 1938, SET IN
 LP0425'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES, 19 FT (5.8 M)
 LP0425'WEST OF CENTER TRACK ROAD.  REFERENCE MARK 2 IS A STANDARD DISK,
 LP0425'TAMPED ERDA NO 2 1938, SET IN TOP OF A SQUARE CONCRETE MONUMENT
 LP0425'PROJECTING 4 INCHES, 19 FT (5.8 M) EAST OF CENTER TRACK ROAD.  BENCH
 LP0425'MARK U173 IS A STANDARD BENCH MARK DISK, STAMPED U 173 1970, CEMENTED
 LP0425'IN A DRILL HOLE.  IN TOP OF OUTCROPPING BEDROCK FLUSH WITH GROUND,
 LP0425'157.4 FT (48.0 M) WEST OF WEST RAIL OF A RAILROAD TRACK, 108 FT (32.9
 LP0425'M) WEST OF CENTER OF BLADED ROAD, 93 FT (28.3 M) WEST OF A POWER LINE
 LP0425'POLE NO 30, 3.5 FT (1.1 M) SOUTH OF A METAL WITNESS POST.
 LP0425
 LP0425                          STATION RECOVERY (1999)
 LP0425
 LP0425'RECOVERY NOTE BY SALT LAKE COUNTY SURVEYOR 1999 (JP)
 LP0425'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0470 ***********************************************************************
 JN0470  DESIGNATION -  ERNIE
 JN0470  PID         -  JN0470
 JN0470  STATE/COUNTY-  UT/EMERY
 JN0470  COUNTRY     -  US
 JN0470  USGS QUAD   -  ARSONS GARDEN (2017)
 JN0470
 JN0470                         *CURRENT SURVEY CONTROL
 JN0470  ______________________________________________________________________
 JN0470* NAD 83(1994) POSITION- 38 46 00.34223(N) 110 32 43.71840(W)   ADJUSTED
 JN0470* NAVD 88 ORTHO HEIGHT -  1952.7   (meters)     6406.    (feet) VERTCON3
 JN0470  ______________________________________________________________________
 JN0470  GEOID HEIGHT    -        -19.153 (meters)                     GEOID18
 JN0470  LAPLACE CORR    -        -11.59  (seconds)                    DEFLEC18
 JN0470  HORZ ORDER      -  THIRD
 JN0470
 JN0470.The horizontal coordinates were established by classical geodetic methods
 JN0470.and adjusted by the National Geodetic Survey in November 1997.
 JN0470
 JN0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0470
 JN0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0470.GEOID18 height accuracy estimate available here.
 JN0470
 JN0470.Click photographs - Photos may exist for this station.
 JN0470
 JN0470.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0470
 JN0470. The following values were computed from the NAD 83(1994) position.
 JN0470
 JN0470;                    North         East     Units Scale Factor Converg.
 JN0470;SPC UT C     - 2,048,563.448   582,961.964   MT  1.00007104   +0 36 41.2
 JN0470;SPC UT C     - 6,720,995.25  1,912,601.04   sFT  1.00007104   +0 36 41.2
 JN0470;UTM  12      - 4,290,992.471   539,486.893   MT  0.99961920   +0 17 04.6
 JN0470
 JN0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0470!SPC UT C     -   0.99969673  x   1.00007104  =   0.99976774
 JN0470!UTM  12      -   0.99969673  x   0.99961920  =   0.99931604
 JN0470
 JN0470:                Primary Azimuth Mark                     Grid Az
 JN0470:SPC UT C     -  GREASE                                   014 31 18.9
 JN0470:UTM  12      -  GREASE                                   014 50 55.5
 JN0470
 JN0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH3948690992(NAD 83)
 JN0470
 JN0470|---------------------------------------------------------------------|
 JN0470| PID    Reference Object                     Distance      Geod. Az  |
 JN0470|                                                           dddmmss.s |
 JN0470| JN0469 GREASE                              APPROX. 7.0 KM 0150800.1 |
 JN0470|---------------------------------------------------------------------|
 JN0470
 JN0470                          SUPERSEDED SURVEY CONTROL
 JN0470
 JN0470  NAD 83(1986)-  38 46 00.33208(N)    110 32 43.71361(W) AD(       ) 3
 JN0470  NAD 27      -  38 46 00.42690(N)    110 32 41.17884(W) AD(       ) 3
 JN0470  NGVD 29 (07/19/86) 1951.6    (m)         6403.     (f) VERT ANG       
 JN0470
 JN0470.Superseded values are not recommended for survey control.
 JN0470
 JN0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0470.See file dsdata.pdf to determine how the superseded data were derived.
 JN0470
 JN0470_MARKER: DD = SURVEY DISK
 JN0470_SETTING: 66 = SET IN ROCK OUTCROP
 JN0470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0470+STABILITY: POSITION/ELEVATION WELL
 JN0470
 JN0470  HISTORY     - Date     Condition        Report By
 JN0470  HISTORY     - 1952     MONUMENTED       USGS
 JN0470
 JN0470                          STATION DESCRIPTION
 JN0470
 JN0470'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0470'LOCATED ABOUT 8.0 MI. N. OF JUNCTION OF TEMPLE MOUNTAIN RD. AND UTAH
 JN0470'HIGHWAY 24, 7.0 MI. ENE OF TEMPLE MOUNTAIN ON NARROW E-W. RIDGE ON
 JN0470'LOCAL HIGH POINT OF SAN RAFAEL REEF.
 JN0470'
 JN0470'STATION REACHED BY HELICOPTER.
 JN0470'
 JN0470'STATION MARK - STANDARD TABLET STAMPED ---ERNIE 1952--- SET IN DRILL
 JN0470'HOLE IN SOLID BEDROCK.
 JN0470'
 JN0470'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 JN0470'--- 1 1952 --- SET IN DRILL HOLE IN SOLID BEDROCK, 10.65 FT. FROM
 JN0470'STATION MARK, S 68 DEG 33 MIN W.
 JN0470'
 JN0470'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED
 JN0470'---2 1952--- SET IN DRILL HOLE IN SOLID BEDROCK, 17.6 FT. FROM
 JN0470'STATION, S 49 DEG 01 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0642 ***********************************************************************
 HO0642  DESIGNATION -  ESCALANTE
 HO0642  PID         -  HO0642
 HO0642  STATE/COUNTY-  UT/IRON
 HO0642  COUNTRY     -  US
 HO0642  USGS QUAD   -  MOUNT ESCALANTE (2017)
 HO0642
 HO0642                         *CURRENT SURVEY CONTROL
 HO0642  ______________________________________________________________________
 HO0642* NAD 83(1994) POSITION- 37 41 01.83227(N) 113 58 45.50320(W)   ADJUSTED
 HO0642* NAVD 88 ORTHO HEIGHT -  2138.0   (meters)     7014.    (feet) VERTCON3
 HO0642  ______________________________________________________________________
 HO0642  GEOID HEIGHT    -        -23.212 (meters)                     GEOID18
 HO0642  LAPLACE CORR    -          3.66  (seconds)                    DEFLEC18
 HO0642  HORZ ORDER      -  FIRST
 HO0642
 HO0642.The horizontal coordinates were established by classical geodetic methods
 HO0642.and adjusted by the National Geodetic Survey in November 1997.
 HO0642
 HO0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0642
 HO0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0642.GEOID18 height accuracy estimate available here.
 HO0642
 HO0642.Click photographs - Photos may exist for this station.
 HO0642
 HO0642.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0642
 HO0642. The following values were computed from the NAD 83(1994) position.
 HO0642
 HO0642;                    North         East     Units Scale Factor Converg.
 HO0642;SPC UT S     - 3,115,788.143   281,340.786   MT  0.99995282   -1 31 08.5
 HO0642;SPC UT S     -10,222,381.60    923,032.23   sFT  0.99995282   -1 31 08.5
 HO0642;UTM  12      - 4,174,915.359   237,275.688   MT  1.00045027   -1 49 20.3
 HO0642;UTM  11      - 4,175,032.311   766,374.808   MT  1.00047407   +1 50 51.5
 HO0642
 HO0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0642!SPC UT S     -   0.99966825  x   0.99995282  =   0.99962109
 HO0642!UTM  12      -   0.99966825  x   1.00045027  =   1.00011837
 HO0642!UTM  11      -   0.99966825  x   1.00047407  =   1.00014217
 HO0642
 HO0642:                Primary Azimuth Mark                     Grid Az
 HO0642:SPC UT S     -  HAWKINS                                  167 01 03.4
 HO0642:UTM  12      -  HAWKINS                                  167 19 15.2
 HO0642:UTM  11      -  HAWKINS                                  163 39 03.4
 HO0642
 HO0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG3727574915(NAD 83)
 HO0642
 HO0642|---------------------------------------------------------------------|
 HO0642| PID    Reference Object                     Distance      Geod. Az  |
 HO0642|                                                           dddmmss.s |
 HO0642| HO0616 LOS ANGELES SALT LK AWY BN 41       APPROX.52.2 KM 0652652.2 |
 HO0642| CH2251 ESCALANTE RM 1                        9.000 METERS 08524     |
 HO0642| HO0640 LOS ANGELES SALT LK AWY BN 39       APPROX.28.1 KM 0885321.9 |
 HO0642| HO0641 LOS ANGELES SALT LK AWY BN 37       APPROX.25.3 KM 1402601.9 |
 HO0642| HO0636 HAWKINS                             APPROX.23.9 KM 1652954.9 |
 HO0642| CH2252 ESCALANTE RM 2                        6.145 METERS 19236     |
 HO0642| CH2250 ESCALANTE AZ MK                                    2354612.0 |
 HO0642|---------------------------------------------------------------------|
 HO0642
 HO0642                          SUPERSEDED SURVEY CONTROL
 HO0642
 HO0642  NAD 83(1986)-  37 41 01.82544(N)    113 58 45.50447(W) AD(       ) 1
 HO0642  NAD 27      -  37 41 01.93600(N)    113 58 42.57100(W) AD(       ) 1
 HO0642  NGVD 29 (07/19/86) 2136.8    (m)         7010.     (f) VERT ANG       
 HO0642
 HO0642.Superseded values are not recommended for survey control.
 HO0642
 HO0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0642.See file dsdata.pdf to determine how the superseded data were derived.
 HO0642
 HO0642_MARKER: DS = TRIANGULATION STATION DISK
 HO0642_SETTING: 66 = SET IN ROCK OUTCROP
 HO0642_STAMPING: ESCALANTE 1944
 HO0642_MARK LOGO: CGS
 HO0642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0642+STABILITY: POSITION/ELEVATION WELL
 HO0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0642+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2021
 HO0642
 HO0642  HISTORY     - Date     Condition        Report By
 HO0642  HISTORY     - 1944     MONUMENTED       CGS
 HO0642  HISTORY     - 1972     GOOD             USGS
 HO0642  HISTORY     - 20210328 GOOD             INDIV
 HO0642
 HO0642                          STATION DESCRIPTION
 HO0642
 HO0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HO0642'STATION IS ABOUT 26 MILES SE OF PANACA, ABOUT 5 MILES (AIR
 HO0642'LINE) SE OF UVADA, UTAH A MAINTENANCE STATION ON THE UNION
 HO0642'PACIFIC RAILROAD, ON THE HIGHEST POINT OF A ROCKY KNOB ON THE
 HO0642'TOP OF THE MAIN MOUNTAIN.  IT IS ON THE HIGHEST POINT IN
 HO0642'THE REGION LYING SW OF THE ESCALANTE DESERT AND S AND SE OF
 HO0642'THE R.R., IN A HEAVILY BRUSHED RANGE OF BLACK HILLS.  UVADA
 HO0642'IS ABOUT 1/2 MILE E OF THE UTAH-NEVADA STATE LINE ON STATE
 HO0642'HIGHWAY 56, A CONTINUATION OF STATE HIGHWAY 25 LEADING E
 HO0642'FROM PANACA.
 HO0642'
 HO0642'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK PROJECTING
 HO0642'ABOUT 2 INCHES AND IS STAMPED ESCALANTE 1944.  IT IS 6 FEET
 HO0642'NW OF THE HIGHEST ROCK OUTCROP.
 HO0642'
 HO0642'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CONCRETED IN A
 HO0642'DEPRESSION IN A BOULDER AND IS STAMPED ESCALANTE NO 1 1944.
 HO0642'ROCK PROJECTS APPROXIMATELY 2 FEET ABOVE SURROUNDING SURFACE.
 HO0642'
 HO0642'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 HO0642'AND IS STAMPED ESCALANTE NO 2 1944.
 HO0642'
 HO0642'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER ALONG
 HO0642'A PROMINENT LEDGE OF ROCKS AND IS STAMPED ESCALANTE 1944.
 HO0642'IT IS 4 FEET SE OF A ROCK CAIRN AND 6 FEET NW OF ANOTHER
 HO0642'ROCK CAIRN.
 HO0642'
 HO0642'TO REACH THE STATION FROM UVADA, CROSS THE RAILROAD TRACKS
 HO0642'ON THE W SIDE OF THE SECTION HOUSES THROUGH TWO GATES AND
 HO0642'OVER A NARROW BRIDGE.  THEN TAKE THE LEFT FORK AND GO E ON
 HO0642'A TRACK ROAD 0.5 MILE, TAKE THE RIGHT FORK HERE AND GO GENERALLY
 HO0642'S AND SE ON OLD TRACK ROAD (SELDOM USED AND BADLY WASHED)
 HO0642'FOR 0.6 MILE.  THEN TAKE THE LEFT FORK, THEN A RIGHT FORK,
 HO0642'AND CONTINUE SSE 2.8 MILES TO FORKS.  TAKE RIGHT FORK AND
 HO0642'GO 0.4 MILE TO FORKS, TAKE LEFT FORK AND CONTINUE 0.5 MILE
 HO0642'TO GATE AND FENCE.  THIS IS THE END OF TRUCK TRAVEL.  PACK
 HO0642'ENE ALONG THIS FENCE ABOUT 1 MILE, CROSSING MINOR DRAINAGE,
 HO0642'TO THE END OF THE FENCE UNDER PROMINENT RIM.  GO UP THROUGH
 HO0642'RIM.  AZIMUTH MARK IS HERE.  CONTINUE NE ALONG THE TOP OF THE
 HO0642'RIDGE ABOUT 1/2 MILE TO THE HIGHEST POINT AND THE STATION.
 HO0642'A ONE-HOUR PACK.
 HO0642'
 HO0642'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HO0642
 HO0642                          STATION RECOVERY (1972)
 HO0642
 HO0642'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HO0642'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37113-4 STATION 1002. NEW
 HO0642'TO REACH FOLLOWS--  TO REACH FROM MODENA, AT THE RR GRADE X-ING  GO S
 HO0642'0.1 MI TO DIRT RD ON RIGHT, FOLLOW MAIN DIRT RD 0.3 MI TO RD FK, TAKE
 HO0642'LEFT FORK FOR 0.2 MI,TAKE RIGHT FORK FOR 0.7 MI CROSSING WASH, TAKE
 HO0642'RIGHT FORK 0.5 MI, TAKE RIGHT FORK 1.9 MI TO FENCE, CONTINUE 0.4 MI,
 HO0642'TAKE LEFT FORK 0.6 MI TO RD FK IN SADDLE, TAKE LEFT FORK 2.3 MI, TAKE
 HO0642'LEFT FORK 0.1 MI, TAKE RIGHT FORK 1.1 MI, TAKE RIGHT FORK 0.9 MI, TAKE
 HO0642'LEFT FORK 0.9 MI TO FORK, TAKE RIGHT FORK 0.6 MI, TAKE LEFT FORK ON
 HO0642'JEEP RD 0.2 MI TO END OF TRUCK TRAVEL.  PACK SE UP RIDGE TO HIGHEST
 HO0642'POINT AND STATION. A 1 HOUR PACK.  STATION MARK--BRONZE DISC
 HO0642'STAMPED---ESCALANTE 1944---SET IN BEDROCK PROJECTING AOUT 2 INCHES.
 HO0642
 HO0642                          STATION RECOVERY (2021)
 HO0642
 HO0642'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 HO0642'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0811 ***********************************************************************
 HN0811  DESIGNATION -  ESCALANTE RIM
 HN0811  PID         -  HN0811
 HN0811  STATE/COUNTY-  UT/GARFIELD
 HN0811  COUNTRY     -  US
 HN0811  USGS QUAD   -  DAVE CANYON (2017)
 HN0811
 HN0811                         *CURRENT SURVEY CONTROL
 HN0811  ______________________________________________________________________
 HN0811* NAD 83(1994) POSITION- 37 43 24.62586(N) 111 36 48.89755(W)   ADJUSTED
 HN0811* NAVD 88 ORTHO HEIGHT -  2175.3   (meters)     7137.    (feet) VERTCON3
 HN0811  ______________________________________________________________________
 HN0811  GEOID HEIGHT    -        -20.211 (meters)                     GEOID18
 HN0811  LAPLACE CORR    -         -6.07  (seconds)                    DEFLEC18
 HN0811  HORZ ORDER      -  THIRD
 HN0811
 HN0811.The horizontal coordinates were established by classical geodetic methods
 HN0811.and adjusted by the National Geodetic Survey in November 1997.
 HN0811
 HN0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0811
 HN0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0811.GEOID18 height accuracy estimate available here.
 HN0811
 HN0811.Click photographs - Photos may exist for this station.
 HN0811
 HN0811.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0811
 HN0811. The following values were computed from the NAD 83(1994) position.
 HN0811
 HN0811;                    North         East     Units Scale Factor Converg.
 HN0811;SPC UT S     - 3,117,297.712   489,986.901   MT  0.99995185   -0 04 10.5
 HN0811;SPC UT S     -10,227,334.24  1,607,565.36   sFT  0.99995185   -0 04 10.5
 HN0811;UTM  12      - 4,175,315.445   445,927.190   MT  0.99963601   -0 22 31.6
 HN0811
 HN0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0811!SPC UT S     -   0.99966194  x   0.99995185  =   0.99961380
 HN0811!UTM  12      -   0.99966194  x   0.99963601  =   0.99929807
 HN0811
 HN0811:                Primary Azimuth Mark                     Grid Az
 HN0811:SPC UT S     -  84 WF                                    036 21 42.2
 HN0811:UTM  12      -  84 WF                                    036 40 03.3
 HN0811
 HN0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG4592775315(NAD 83)
 HN0811
 HN0811|---------------------------------------------------------------------|
 HN0811| PID    Reference Object                     Distance      Geod. Az  |
 HN0811|                                                           dddmmss.s |
 HN0811| HN0633 84 WF                               APPROX. 4.6 KM 0361731.7 |
 HN0811|---------------------------------------------------------------------|
 HN0811
 HN0811                          SUPERSEDED SURVEY CONTROL
 HN0811
 HN0811  NAD 83(1986)-  37 43 24.62168(N)    111 36 48.90098(W) AD(       ) 3
 HN0811  NAD 27      -  37 43 24.67198(N)    111 36 46.26751(W) AD(       ) 3
 HN0811  NGVD 29 (07/19/86) 2174.1    (m)         7133.     (f) VERT ANG       
 HN0811
 HN0811.Superseded values are not recommended for survey control.
 HN0811
 HN0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0811.See file dsdata.pdf to determine how the superseded data were derived.
 HN0811
 HN0811_MARKER: DD = SURVEY DISK
 HN0811_SETTING: 66 = SET IN ROCK OUTCROP
 HN0811_MARK LOGO: USFS
 HN0811_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0811+STABILITY: POSITION/ELEVATION WELL
 HN0811
 HN0811  HISTORY     - Date     Condition        Report By
 HN0811  HISTORY     - 1927     MONUMENTED       USFS
 HN0811  HISTORY     - 1959     GOOD             USGS
 HN0811
 HN0811                          STATION DESCRIPTION
 HN0811
 HN0811'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0811'A HIGH SANDSTONE POINT ABOUT 2 MI. S. OF THE TOWN OF ESCALANTE ON THE
 HN0811'E. SIDE OF ALLEY WASH.  STATION IS ON FIRST HIGHEST POINT ABOVE THE
 HN0811'POINT OF RIM.  A CAR CAN BE DRIVEN UP ALLEY WASH A SHORT DISTANCE,
 HN0811'FROM WHERE IT IS NECESSARY TO PROCEED ON FOOT UP MAIN WASH AND TURN
 HN0811'E. OR TO THE LEFT AT THE FIRST GULCH ENTERING FROM THE E., AFTER
 HN0811'MAIN FORKS OF WASH ARE PASSED, WORKING WAY OVER A NUMBER OF SANDSTONE
 HN0811'LEDGES TO THE TOP.
 HN0811'
 HN0811'STATION MARK--A BRONZE TABLET, SET IN SOLID SANDSTONE TOP, UNDER ROCK
 HN0811'CAIRN AND SIGNAL POLE.  STATION IS NEAR NE. EDGE OF RIM.
 HN0811'
 HN0811'REFERENCE MARK--A HOLE 1 IN. DIAMETER 2 IN. DEEP WITH NAIL SET IN
 HN0811'CEMENT, 10.97 FT. SE. OF STATION, S 65 DEG 54 MIN E.
 HN0811'
 HN0811'REFERENCE MARK--A HOLE 1 IN. DIAMETER 2 IN. DEEP WITH NAIL SET IN
 HN0811'CEMENT, 15.51 FT. SW. OF STATION.
 HN0811'
 HN0811'NOTE BY USGS, 1959--STATION MARK FOUND AS DESCRIBED, IN GOOD
 HN0811'CONDITION.  THE CAIRN IS NO LONGER IN PLACE.  REFERENCE MARK
 HN0811'DESCRIBED AS 15.51 FT. FROM STATION MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0498 ***********************************************************************
 KN0498  DESIGNATION -  ESSHILL
 KN0498  PID         -  KN0498
 KN0498  STATE/COUNTY-  UT/EMERY
 KN0498  COUNTRY     -  US
 KN0498  USGS QUAD   -  POISON SPRING BENCH (2017)
 KN0498
 KN0498                         *CURRENT SURVEY CONTROL
 KN0498  ______________________________________________________________________
 KN0498* NAD 83(1994) POSITION- 39 24 21.56244(N) 110 53 07.20913(W)   ADJUSTED
 KN0498* NAVD 88 ORTHO HEIGHT -  1851.    (meters)     6073.    (feet) SCALED
 KN0498  ______________________________________________________________________
 KN0498  GEOID HEIGHT    -        -17.147 (meters)                     GEOID18
 KN0498  LAPLACE CORR    -         -7.88  (seconds)                    DEFLEC18
 KN0498  HORZ ORDER      -  SECOND
 KN0498
 KN0498.The horizontal coordinates were established by classical geodetic methods
 KN0498.and adjusted by the National Geodetic Survey in November 1997.
 KN0498
 KN0498.The orthometric height was scaled from a topographic map.
 KN0498
 KN0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0498.GEOID18 height accuracy estimate available here.
 KN0498
 KN0498.Click photographs - Photos may exist for this station.
 KN0498
 KN0498.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0498
 KN0498. The following values were computed from the NAD 83(1994) position.
 KN0498
 KN0498;                    North         East     Units Scale Factor Converg.
 KN0498;SPC UT C     - 2,119,267.095   552,936.217   MT  0.99992668   +0 23 37.5
 KN0498;SPC UT C     - 6,952,962.13  1,814,091.57   sFT  0.99992668   +0 23 37.5
 KN0498;UTM  12      - 4,361,837.526   509,871.978   MT  0.99960120   +0 04 22.0
 KN0498
 KN0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0498!SPC UT C     -   0.99971236  x   0.99992668  =   0.99963906
 KN0498!UTM  12      -   0.99971236  x   0.99960120  =   0.99931367
 KN0498
 KN0498:                Primary Azimuth Mark                     Grid Az
 KN0498:SPC UT C     -  ESSHILL AZ MK                            219 32 07.5
 KN0498:UTM  12      -  ESSHILL AZ MK                            219 51 23.0
 KN0498
 KN0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ0987161837(NAD 83)
 KN0498
 KN0498|---------------------------------------------------------------------|
 KN0498| PID    Reference Object                     Distance      Geod. Az  |
 KN0498|                                                           dddmmss.s |
 KN0498| CM6401 ESSHILL RM 2                         29.595 METERS 18301     |
 KN0498| CM6399 ESSHILL AZ MK                                      2195545.0 |
 KN0498| CM6400 ESSHILL RM 1                         11.963 METERS 26143     |
 KN0498|---------------------------------------------------------------------|
 KN0498
 KN0498                          SUPERSEDED SURVEY CONTROL
 KN0498
 KN0498  NAD 83(1986)-  39 24 21.55111(N)    110 53 07.20322(W) AD(       ) 2
 KN0498  NAD 27      -  39 24 21.66000(N)    110 53 04.60500(W) AD(       ) 2
 KN0498
 KN0498.Superseded values are not recommended for survey control.
 KN0498
 KN0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0498.See file dsdata.pdf to determine how the superseded data were derived.
 KN0498
 KN0498_MARKER: DS = TRIANGULATION STATION DISK
 KN0498_SETTING: 80 = SET IN A BOULDER
 KN0498
 KN0498  HISTORY     - Date     Condition        Report By
 KN0498  HISTORY     - 1937     MONUMENTED       CGS
 KN0498  HISTORY     - 1947     MARK NOT FOUND   CGS
 KN0498  HISTORY     - 1969     MARK NOT FOUND   USGS
 KN0498
 KN0498                          STATION DESCRIPTION
 KN0498
 KN0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KN0498'ABOUT 14 MILES W OF S OF PRICE.  6 MILES NE OF HUNTINGTON.
 KN0498'20 YARDS N OF CENTER OF UTAH HIGHWAY 10.  IN SEC. 26, T 16 S,
 KN0498'R 9 E.  ON LEVEL BEACH LAND AT THE IMMEDIATE TOP OF A CONSPICUOUS
 KN0498'S SHAPED GRADE FROM E ON HIGHWAY 10.
 KN0498'
 KN0498'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 KN0498'WEDGED IN DRILL HOLES IN BOULDERS.
 KN0498'
 KN0498'REFERENCE MARK NO. 1 IS STANDARD TABLET SET IN BOULDER FLUSH
 KN0498'WITH GROUND SURFACE, ABOUT 8 YARDS SE OF CENTER OF UTAH HIGHWAY
 KN0498'10.
 KN0498'
 KN0498'REFERENCE MARK NO. 2 IS STANDARD TABLET SET IN BOULDER FLUSH
 KN0498'WITH GROUND SURFACE, ABOUT 30 YARDS SE OF CENTER OF UTAH HIGHWAY
 KN0498'10.
 KN0498'
 KN0498'AZIMUTH MARK IS STANDARD REFERENCE MARK TABLET STAMPED
 KN0498'REFERENCE MARK NO. 3 SET IN BOULDER ABOUT YARDS NW OF CENTER
 KN0498'OF UTAH HIGHWAY 10.
 KN0498'
 KN0498'REACHED FROM PRICE BY UTAH HIGHWAY 10 S FROM POST OFFICE 14.6
 KN0498'MILES TO TOP OF S HILL.  STATION IS 20 YARDS TO LEFT OF ROAD.
 KN0498'FROM HUNTINGTON, FOLLOW UTAH HIGHWAY 10 N 7.3 MILES TO TOP OF
 KN0498'S HILL AND STATION.
 KN0498'
 KN0498'HEIGHT OF LIGHT ABOVE STATION MARK - 0.6 METER.
 KN0498
 KN0498                          STATION RECOVERY (1947)
 KN0498
 KN0498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CRR)
 KN0498'THE STATION MARK AND REFERENCE MARK 1 HAVE BEEN DESTROYED
 KN0498'BY A DEEP CUT DOWN THE SIDE OF THE HILL.
 KN0498'
 KN0498'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.  IT IS 32
 KN0498'FEET S OF A YELLOW METAL POST AT THE S END OF THE CUT AND 34
 KN0498'YARDS E OF THE CENTER LINE OF STATE HIGHWAY 10.  THE MARK IS
 KN0498'SET IN A FLAT BOULDER THAT IS FLUSH WITH THE GROUND.
 KN0498
 KN0498                          STATION RECOVERY (1969)
 KN0498
 KN0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JRS)
 KN0498'THIS R.M. WAS RECOVERED EARLIER THIS YEAR BUT HAS BEEN DESTROYED
 KN0498'BY NEW CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0639 ***********************************************************************
 LN0639  DESIGNATION -  ET 1 JEK
 LN0639  PID         -  LN0639
 LN0639  STATE/COUNTY-  UT/UINTAH
 LN0639  COUNTRY     -  US
 LN0639  USGS QUAD   -  RED WASH (2017)
 LN0639
 LN0639                         *CURRENT SURVEY CONTROL
 LN0639  ______________________________________________________________________
 LN0639* NAD 83(1994) POSITION- 40 11 02.97558(N) 109 20 03.09042(W)   ADJUSTED
 LN0639* NAVD 88 ORTHO HEIGHT -  1721.5   (meters)     5648.    (feet) VERTCON3
 LN0639  ______________________________________________________________________
 LN0639  GEOID HEIGHT    -        -17.499 (meters)                     GEOID18
 LN0639  LAPLACE CORR    -          5.97  (seconds)                    DEFLEC18
 LN0639  HORZ ORDER      -  THIRD
 LN0639
 LN0639.The horizontal coordinates were established by classical geodetic methods
 LN0639.and adjusted by the National Geodetic Survey in November 1997.
 LN0639
 LN0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0639
 LN0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0639.GEOID18 height accuracy estimate available here.
 LN0639
 LN0639.Click photographs - Photos may exist for this station.
 LN0639
 LN0639.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0639
 LN0639. The following values were computed from the NAD 83(1994) position.
 LN0639
 LN0639;                    North         East     Units Scale Factor Converg.
 LN0639;SPC UT C     - 2,207,710.785   684,415.649   MT  0.99991735   +1 23 14.5
 LN0639;SPC UT C     - 7,243,131.13  2,245,453.68   sFT  0.99991735   +1 23 14.5
 LN0639;UTM  12      - 4,449,527.891   641,813.550   MT  0.99984757   +1 04 30.1
 LN0639
 LN0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0639!SPC UT C     -   0.99973275  x   0.99991735  =   0.99965012
 LN0639!UTM  12      -   0.99973275  x   0.99984757  =   0.99958036
 LN0639
 LN0639:                Primary Azimuth Mark                     Grid Az
 LN0639:SPC UT C     -  BADLAND                                  319 02 29.0
 LN0639:UTM  12      -  BADLAND                                  319 21 13.4
 LN0639
 LN0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK4181349527(NAD 83)
 LN0639
 LN0639|---------------------------------------------------------------------|
 LN0639| PID    Reference Object                     Distance      Geod. Az  |
 LN0639|                                                           dddmmss.s |
 LN0639| LN0637 BADLAND                             APPROX. 2.7 KM 3202543.5 |
 LN0639|---------------------------------------------------------------------|
 LN0639
 LN0639                          SUPERSEDED SURVEY CONTROL
 LN0639
 LN0639  NAD 83(1993)-  40 11 02.96848(N)    109 20 03.08581(W) AD(       ) 3
 LN0639  NAD 83(1986)-  40 11 02.95758(N)    109 20 03.07399(W) AD(       ) 3
 LN0639  NAD 27      -  40 11 03.08817(N)    109 20 00.62022(W) AD(       ) 3
 LN0639  NGVD 29 (07/19/86) 1720.3    (m)         5644.     (f) VERT ANG       
 LN0639
 LN0639.Superseded values are not recommended for survey control.
 LN0639
 LN0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0639.See file dsdata.pdf to determine how the superseded data were derived.
 LN0639
 LN0639_MARKER: DB = BENCH MARK DISK
 LN0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0639_STAMPING: JEK 1 ET 1966
 LN0639_MARK LOGO: USGS
 LN0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0639+STABILITY: SURFACE MOTION
 LN0639
 LN0639  HISTORY     - Date     Condition        Report By
 LN0639  HISTORY     - 1966     MONUMENTED       USGS
 LN0639
 LN0639                          STATION DESCRIPTION
 LN0639
 LN0639'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JEK)
 LN0639'LOCATED ABOUT 13 MI. S. OF JENSEN, 15 MI. NW. OF BONANZA, 2.1 MI. SW.
 LN0639'OF OIL COMPANY HEADQUARTERS AT RED WASH, ON A SMALL HILL 0.1 MI. NE.
 LN0639'OF RD. FORK.
 LN0639'
 LN0639'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND UTAH STATE HIGHWAY
 LN0639'45 (THIS IS 9.1 MI. W. OF DINOSAUR, COLORADO, ON U.S. HIGHWAY 40), GO
 LN0639'S. ON HIGHWAY 45 2.6 MI. TO A RD. FORK, TURN RIGHT AND GO 9.4 MI. TO
 LN0639'ANOTHER FORK (THIS FORK IS AT THE ENTRANCE TO OIL COMPANY
 LN0639'HEADQUARTERS), GO LEFT 2.1 MI. TO STATION.
 LN0639'
 LN0639'STATION MARK--AN ALUMINUM USGS TABLET, STAMPED ---JEK 1 ET 1966---,
 LN0639'SET IN CONCRETE POST PROJECTING ABOUT 0.4 FT.
 LN0639'
 LN0639'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0632 ***********************************************************************
 LN0632  DESIGNATION -  ET 10 JEK
 LN0632  PID         -  LN0632
 LN0632  STATE/COUNTY-  UT/UINTAH
 LN0632  COUNTRY     -  US
 LN0632  USGS QUAD   -  WALSH KNOLLS (2017)
 LN0632
 LN0632                         *CURRENT SURVEY CONTROL
 LN0632  ______________________________________________________________________
 LN0632* NAD 83(1994) POSITION- 40 01 05.24207(N) 109 04 37.52194(W)   ADJUSTED
 LN0632* NAVD 88 ORTHO HEIGHT -  1805.6   (meters)     5924.    (feet) VERTCON3
 LN0632  ______________________________________________________________________
 LN0632  GEOID HEIGHT    -        -16.991 (meters)                     GEOID18
 LN0632  LAPLACE CORR    -          3.19  (seconds)                    DEFLEC18
 LN0632  HORZ ORDER      -  THIRD
 LN0632
 LN0632.The horizontal coordinates were established by classical geodetic methods
 LN0632.and adjusted by the National Geodetic Survey in November 1997.
 LN0632
 LN0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0632
 LN0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0632.GEOID18 height accuracy estimate available here.
 LN0632
 LN0632.Click photographs - Photos may exist for this station.
 LN0632
 LN0632.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0632
 LN0632. The following values were computed from the NAD 83(1994) position.
 LN0632
 LN0632;                    North         East     Units Scale Factor Converg.
 LN0632;SPC UT C     - 2,189,844.571   706,801.802   MT  0.99990391   +1 33 07.4
 LN0632;SPC UT C     - 7,184,515.06  2,318,898.91   sFT  0.99990391   +1 33 07.4
 LN0632;UTM  12      - 4,431,539.755   664,101.065   MT  0.99993152   +1 14 12.4
 LN0632
 LN0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0632!SPC UT C     -   0.99971948  x   0.99990391  =   0.99962342
 LN0632!UTM  12      -   0.99971948  x   0.99993152  =   0.99965102
 LN0632
 LN0632:                Primary Azimuth Mark                     Grid Az
 LN0632:SPC UT C     -  ET 11 JEK                                113 33 43.2
 LN0632:UTM  12      -  ET 11 JEK                                113 52 38.2
 LN0632
 LN0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK6410131539(NAD 83)
 LN0632
 LN0632|---------------------------------------------------------------------|
 LN0632| PID    Reference Object                     Distance      Geod. Az  |
 LN0632|                                                           dddmmss.s |
 LN0632| LN0630 ET 11 JEK                           APPROX. 4.3 KM 1150650.6 |
 LN0632|---------------------------------------------------------------------|
 LN0632
 LN0632                          SUPERSEDED SURVEY CONTROL
 LN0632
 LN0632  NAD 83(1993)-  40 01 05.22601(N)    109 04 37.50748(W) AD(       ) 3
 LN0632  NAD 83(1992)-  40 01 05.22494(N)    109 04 37.50824(W) AD(       ) 3
 LN0632  NAD 83(1986)-  40 01 05.22468(N)    109 04 37.50813(W) AD(       ) 3
 LN0632  NAD 27      -  40 01 05.34165(N)    109 04 35.07900(W) AD(       ) 3
 LN0632  NGVD 29 (07/19/86) 1804.4    (m)         5920.     (f) VERT ANG       
 LN0632
 LN0632.Superseded values are not recommended for survey control.
 LN0632
 LN0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0632.See file dsdata.pdf to determine how the superseded data were derived.
 LN0632
 LN0632_MARKER: DB = BENCH MARK DISK
 LN0632_SETTING: 66 = SET IN ROCK OUTCROP
 LN0632_STAMPING: JEK 10 ET 1966
 LN0632_MARK LOGO: USGS
 LN0632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0632+STABILITY: POSITION/ELEVATION WELL
 LN0632
 LN0632  HISTORY     - Date     Condition        Report By
 LN0632  HISTORY     - 1966     MONUMENTED       USGS
 LN0632
 LN0632                          STATION DESCRIPTION
 LN0632
 LN0632'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JEK)
 LN0632'LOCATED ABOUT 5 MI. E. OF BONANZA, ABOUT 1 MI. N. OF THE WHITE RIVER,
 LN0632'ON A HIGH PROMINENT HILL.
 LN0632'
 LN0632'TO REACH FROM THE AMERICAN GILSONITE COMPANY IN BONANZA, GO S. FOR
 LN0632'0.3 MI. TO A CROSSROAD (UTAH 45), CONTINUE STRAIGHT AHEAD (E.) FOR
 LN0632'4.4 MI., TURN RIGHT AT CROSSROADS AND GO 2.4 MI., TAKE BLADED RD. UP
 LN0632'RIDGE FOR 0.4 MI. TO STATION.
 LN0632'
 LN0632'STATION MARK--AN ALUMINUM TABLET, STAMPED ---JEK 10 ET 1966---, SET
 LN0632'IN ROCK OUTCROP.
 LN0632'
 LN0632'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1053 ***********************************************************************
 LO1053  DESIGNATION -  ET 100
 LO1053  PID         -  LO1053
 LO1053  STATE/COUNTY-  UT/DUCHESNE
 LO1053  COUNTRY     -  US
 LO1053  USGS QUAD   -  GARFIELD BASIN (2017)
 LO1053
 LO1053                         *CURRENT SURVEY CONTROL
 LO1053  ______________________________________________________________________
 LO1053* NAD 83(1994) POSITION- 40 38 41.17284(N) 110 29 26.32958(W)   ADJUSTED
 LO1053* NAVD 88 ORTHO HEIGHT -  3611.1   (meters)    11847.    (feet) VERTCON3
 LO1053  ______________________________________________________________________
 LO1053  GEOID HEIGHT    -        -12.371 (meters)                     GEOID18
 LO1053  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 LO1053  HORZ ORDER      -  THIRD
 LO1053
 LO1053.The horizontal coordinates were established by classical geodetic methods
 LO1053.and adjusted by the National Geodetic Survey in November 1997.
 LO1053
 LO1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1053
 LO1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1053.GEOID18 height accuracy estimate available here.
 LO1053
 LO1053.Click photographs - Photos may exist for this station.
 LO1053
 LO1053.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1053
 LO1053. The following values were computed from the NAD 83(1994) position.
 LO1053
 LO1053;                    North         East     Units Scale Factor Converg.
 LO1053;SPC UT C     - 2,257,104.611   585,374.466   MT  0.99999870   +0 38 47.7
 LO1053;SPC UT C     - 7,405,184.04  1,920,516.06   sFT  0.99999870   +0 38 47.7
 LO1053;UTM  12      - 4,499,449.098   543,066.606   MT  0.99962283   +0 19 54.4
 LO1053
 LO1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1053!SPC UT C     -   0.99943580  x   0.99999870  =   0.99943450
 LO1053!UTM  12      -   0.99943580  x   0.99962283  =   0.99905884
 LO1053
 LO1053:                Primary Azimuth Mark                     Grid Az
 LO1053:SPC UT C     -  LAKE FORK                                153 13 51.7
 LO1053:UTM  12      -  LAKE FORK                                153 32 45.0
 LO1053
 LO1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK4306699449(NAD 83)
 LO1053
 LO1053|---------------------------------------------------------------------|
 LO1053| PID    Reference Object                     Distance      Geod. Az  |
 LO1053|                                                           dddmmss.s |
 LO1053| LO1045 LAKE FORK                           APPROX. 8.3 KM 1535239.4 |
 LO1053|---------------------------------------------------------------------|
 LO1053
 LO1053                          SUPERSEDED SURVEY CONTROL
 LO1053
 LO1053  NAD 83(1993)-  40 38 41.17263(N)    110 29 26.32933(W) AD(       ) 3
 LO1053  NAD 83(1986)-  40 38 41.15595(N)    110 29 26.31787(W) AD(       ) 3
 LO1053  NAD 27      -  40 38 41.35183(N)    110 29 23.72728(W) AD(       ) 3
 LO1053  NGVD 29 (07/19/86) 3609.4    (m)        11842.     (f) VERT ANG       
 LO1053
 LO1053.Superseded values are not recommended for survey control.
 LO1053
 LO1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1053.See file dsdata.pdf to determine how the superseded data were derived.
 LO1053
 LO1053_MARKER: DD = SURVEY DISK
 LO1053_SETTING: 66 = SET IN ROCK OUTCROP
 LO1053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO1053+STABILITY: POSITION/ELEVATION WELL
 LO1053
 LO1053  HISTORY     - Date     Condition        Report By
 LO1053  HISTORY     - 1966     MONUMENTED       USGS
 LO1053
 LO1053                          STATION DESCRIPTION
 LO1053
 LO1053'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LO1053'LOCATED ABOUT 6.8 MI. (AIRLINE) E. OF BROWN DUCK MOUNTAIN, ABOUT
 LO1053'5.9 MI. N. OF THE DAM AT MOON LAKE, ON THE HIGHEST GROUND OF A
 LO1053'LARGE ROUND TOP.
 LO1053'
 LO1053'STATION REACHED BY HELICOPTER.
 LO1053'
 LO1053'STATION MARK--A BRASS TABLET, STAMPED ---ET 100 1966---, SET IN A
 LO1053'LARGE FLAT ROCK FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1125 ***********************************************************************
 LO1125  DESIGNATION -  ET 101
 LO1125  PID         -  LO1125
 LO1125  STATE/COUNTY-  UT/DUCHESNE
 LO1125  COUNTRY     -  US
 LO1125  USGS QUAD   -  EXPLORER PEAK (2017)
 LO1125
 LO1125                         *CURRENT SURVEY CONTROL
 LO1125  ______________________________________________________________________
 LO1125* NAD 83(1994) POSITION- 40 41 14.71201(N) 110 37 46.51487(W)   ADJUSTED
 LO1125* NAVD 88 ORTHO HEIGHT -  3837.3   (meters)    12590.    (feet) VERTCON3
 LO1125  ______________________________________________________________________
 LO1125  GEOID HEIGHT    -        -12.085 (meters)                     GEOID18
 LO1125  LAPLACE CORR    -         -5.76  (seconds)                    DEFLEC18
 LO1125  HORZ ORDER      -  THIRD
 LO1125
 LO1125.The horizontal coordinates were established by classical geodetic methods
 LO1125.and adjusted by the National Geodetic Survey in November 1997.
 LO1125
 LO1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1125
 LO1125.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1125.GEOID18 height accuracy estimate available here.
 LO1125
 LO1125.Click photographs - Photos may exist for this station.
 LO1125
 LO1125.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1125
 LO1125. The following values were computed from the NAD 83(1994) position.
 LO1125
 LO1125;                    North         East     Units Scale Factor Converg.
 LO1125;SPC UT C     - 2,261,717.063   573,576.734   MT  1.00000953   +0 33 27.2
 LO1125;SPC UT C     - 7,420,316.73  1,881,809.67   sFT  1.00000953   +0 33 27.2
 LO1125;UTM  12      - 4,504,124.619   531,299.001   MT  0.99961206   +0 14 29.3
 LO1125
 LO1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1125!SPC UT C     -   0.99940031  x   1.00000953  =   0.99940983
 LO1125!UTM  12      -   0.99940031  x   0.99961206  =   0.99901260
 LO1125
 LO1125:                Primary Azimuth Mark                     Grid Az
 LO1125:SPC UT C     -  WASATCH                                  002 07 14.1
 LO1125:UTM  12      -  WASATCH                                  002 26 12.0
 LO1125
 LO1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL3129904124(NAD 83)
 LO1125
 LO1125|---------------------------------------------------------------------|
 LO1125| PID    Reference Object                     Distance      Geod. Az  |
 LO1125|                                                           dddmmss.s |
 LO1125| LO1108 WASATCH                             APPROX.10.7 KM 0024041.3 |
 LO1125|---------------------------------------------------------------------|
 LO1125
 LO1125                          SUPERSEDED SURVEY CONTROL
 LO1125
 LO1125  NAD 83(1993)-  40 41 14.71184(N)    110 37 46.51448(W) AD(       ) 3
 LO1125  NAD 83(1986)-  40 41 14.69578(N)    110 37 46.50356(W) AD(       ) 3
 LO1125  NAD 27      -  40 41 14.89328(N)    110 37 43.90696(W) AD(       ) 3
 LO1125  NGVD 29 (07/19/86) 3835.6    (m)        12584.     (f) VERT ANG       
 LO1125
 LO1125.Superseded values are not recommended for survey control.
 LO1125
 LO1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1125.See file dsdata.pdf to determine how the superseded data were derived.
 LO1125
 LO1125_MARKER: DD = SURVEY DISK
 LO1125_SETTING: 66 = SET IN ROCK OUTCROP
 LO1125_STAMPING: ET 101 1966
 LO1125_MARK LOGO: USGS
 LO1125_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO1125+STABILITY: POSITION/ELEVATION WELL
 LO1125
 LO1125  HISTORY     - Date     Condition        Report By
 LO1125  HISTORY     - 1966     MONUMENTED       USGS
 LO1125
 LO1125                          STATION DESCRIPTION
 LO1125
 LO1125'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LO1125'LOCATED ABOUT 17 MI. SSE. OF MILL CREEK GUARD STATION, 11 MI. NW. OF
 LO1125'MOON LAKE DAM, ON A TOP KNOWN LOCALLY AS CLEVELAND PEAK.
 LO1125'
 LO1125'STATION REACHED BY HELICOPTER.
 LO1125'
 LO1125'STATION MARK--STANDARD TABLET, STAMPED ---ET 101 1966---, CEMENTED
 LO1125'IN A 2 X 4 FT. FLAT ROCK.
 LO1125'
 LO1125'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0321 ***********************************************************************
 KM0321  DESIGNATION -  ET 12 JEK
 KM0321  PID         -  KM0321
 KM0321  STATE/COUNTY-  UT/UINTAH
 KM0321  COUNTRY     -  US
 KM0321  USGS QUAD   -  SOUTHAM CANYON (2017)
 KM0321
 KM0321                         *CURRENT SURVEY CONTROL
 KM0321  ______________________________________________________________________
 KM0321* NAD 83(1994) POSITION- 39 52 45.63446(N) 109 08 15.65283(W)   ADJUSTED
 KM0321* NAVD 88 ORTHO HEIGHT -  1801.0   (meters)     5909.    (feet) VERTCON3
 KM0321  ______________________________________________________________________
 KM0321  GEOID HEIGHT    -        -16.897 (meters)                     GEOID18
 KM0321  LAPLACE CORR    -          7.86  (seconds)                    DEFLEC18
 KM0321  HORZ ORDER      -  THIRD
 KM0321
 KM0321.The horizontal coordinates were established by classical geodetic methods
 KM0321.and adjusted by the National Geodetic Survey in November 1997.
 KM0321
 KM0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0321
 KM0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0321.GEOID18 height accuracy estimate available here.
 KM0321
 KM0321.Click photographs - Photos may exist for this station.
 KM0321
 KM0321.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0321
 KM0321. The following values were computed from the NAD 83(1994) position.
 KM0321
 KM0321;                    North         East     Units Scale Factor Converg.
 KM0321;SPC UT C     - 2,174,303.889   702,038.230   MT  0.99989912   +1 30 47.7
 KM0321;SPC UT C     - 7,133,528.68  2,303,270.43   sFT  0.99989912   +1 30 47.7
 KM0321;UTM  12      - 4,416,025.356   659,251.447   MT  0.99991223   +1 11 39.5
 KM0321
 KM0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0321!SPC UT C     -   0.99972019  x   0.99989912  =   0.99961933
 KM0321!UTM  12      -   0.99972019  x   0.99991223  =   0.99963244
 KM0321
 KM0321:                Primary Azimuth Mark                     Grid Az
 KM0321:SPC UT C     -  2 110 X                                  054 51 01.9
 KM0321:UTM  12      -  2 110 X                                  055 10 10.1
 KM0321
 KM0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK5925116025(NAD 83)
 KM0321
 KM0321|---------------------------------------------------------------------|
 KM0321| PID    Reference Object                     Distance      Geod. Az  |
 KM0321|                                                           dddmmss.s |
 KM0321| KM0315 2 110 X                             APPROX. 4.7 KM 0562149.6 |
 KM0321|---------------------------------------------------------------------|
 KM0321
 KM0321                          SUPERSEDED SURVEY CONTROL
 KM0321
 KM0321  NAD 83(1993)-  39 52 45.61316(N)    109 08 15.63906(W) AD(       ) 3
 KM0321  NAD 83(1992)-  39 52 45.61277(N)    109 08 15.63987(W) AD(       ) 3
 KM0321  NAD 83(1986)-  39 52 45.60677(N)    109 08 15.63807(W) AD(       ) 3
 KM0321  NAD 27      -  39 52 45.71850(N)    109 08 13.23850(W) AD(       ) 3
 KM0321  NGVD 29 (07/19/86) 1799.8    (m)         5905.     (f) VERT ANG       
 KM0321
 KM0321.Superseded values are not recommended for survey control.
 KM0321
 KM0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0321.See file dsdata.pdf to determine how the superseded data were derived.
 KM0321
 KM0321_MARKER: DD = SURVEY DISK
 KM0321_SETTING: 66 = SET IN ROCK OUTCROP
 KM0321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0321+STABILITY: POSITION/ELEVATION WELL
 KM0321
 KM0321  HISTORY     - Date     Condition        Report By
 KM0321  HISTORY     - 1966     MONUMENTED       USGS
 KM0321
 KM0321                          STATION DESCRIPTION
 KM0321
 KM0321'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0321'LOCATED 22 MI. SW. OF RANGELY, COLORADO, 10 MI. SE. OF BONANZA, UTAH,
 KM0321'1.5 MI. E. OF SITE OF WATSON, UTAH, ON A HILL.
 KM0321'
 KM0321'TO REACH FROM BONANZA, PROCEED S. ALONG RD. TO WATSON 11.6 MI. TO
 KM0321'T-RD. GOING E., PROCEED ON RD. GOING E. 2.4 MI. TO STATION.
 KM0321'
 KM0321'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---JEK 12 ET 1966---,
 KM0321'SET IN ROCK.
 KM0321'
 KM0321'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0318 ***********************************************************************
 KM0318  DESIGNATION -  ET 13 JEK
 KM0318  PID         -  KM0318
 KM0318  STATE/COUNTY-  UT/UINTAH
 KM0318  COUNTRY     -  US
 KM0318  USGS QUAD   -  RAINBOW (2017)
 KM0318
 KM0318                         *CURRENT SURVEY CONTROL
 KM0318  ______________________________________________________________________
 KM0318* NAD 83(1994) POSITION- 39 45 23.56976(N) 109 08 30.69733(W)   ADJUSTED
 KM0318* NAVD 88 ORTHO HEIGHT -  2062.4   (meters)     6766.    (feet) VERTCON3
 KM0318  ______________________________________________________________________
 KM0318  GEOID HEIGHT    -        -16.752 (meters)                     GEOID18
 KM0318  LAPLACE CORR    -          4.04  (seconds)                    DEFLEC18
 KM0318  HORZ ORDER      -  THIRD
 KM0318
 KM0318.The horizontal coordinates were established by classical geodetic methods
 KM0318.and adjusted by the National Geodetic Survey in November 1997.
 KM0318
 KM0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0318
 KM0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0318.GEOID18 height accuracy estimate available here.
 KM0318
 KM0318.Click photographs - Photos may exist for this station.
 KM0318
 KM0318.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0318
 KM0318. The following values were computed from the NAD 83(1994) position.
 KM0318
 KM0318;                    North         East     Units Scale Factor Converg.
 KM0318;SPC UT C     - 2,160,666.420   702,040.279   MT  0.99989975   +1 30 38.1
 KM0318;SPC UT C     - 7,088,786.41  2,303,277.15   sFT  0.99989975   +1 30 38.1
 KM0318;UTM  12      - 4,402,387.911   659,177.219   MT  0.99991194   +1 11 18.9
 KM0318
 KM0318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0318!SPC UT C     -   0.99967918  x   0.99989975  =   0.99957896
 KM0318!UTM  12      -   0.99967918  x   0.99991194  =   0.99959114
 KM0318
 KM0318:                Primary Azimuth Mark                     Grid Az
 KM0318:SPC UT C     -  3 4 X                                    085 10 07.3
 KM0318:UTM  12      -  3 4 X                                    085 29 26.5
 KM0318
 KM0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK5917702387(NAD 83)
 KM0318
 KM0318|---------------------------------------------------------------------|
 KM0318| PID    Reference Object                     Distance      Geod. Az  |
 KM0318|                                                           dddmmss.s |
 KM0318| KM0316 3 4 X                               APPROX. 9.4 KM 0864045.4 |
 KM0318|---------------------------------------------------------------------|
 KM0318
 KM0318                          SUPERSEDED SURVEY CONTROL
 KM0318
 KM0318  NAD 83(1993)-  39 45 23.54896(N)    109 08 30.68233(W) AD(       ) 3
 KM0318  NAD 83(1992)-  39 45 23.54816(N)    109 08 30.68278(W) AD(       ) 3
 KM0318  NAD 83(1986)-  39 45 23.54157(N)    109 08 30.68148(W) AD(       ) 3
 KM0318  NAD 27      -  39 45 23.64965(N)    109 08 28.28343(W) AD(       ) 3
 KM0318  NGVD 29 (07/19/86) 2061.1    (m)         6762.     (f) VERT ANG       
 KM0318
 KM0318.Superseded values are not recommended for survey control.
 KM0318
 KM0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0318.See file dsdata.pdf to determine how the superseded data were derived.
 KM0318
 KM0318_MARKER: DD = SURVEY DISK
 KM0318_SETTING: 66 = SET IN ROCK OUTCROP
 KM0318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0318+STABILITY: POSITION/ELEVATION WELL
 KM0318
 KM0318  HISTORY     - Date     Condition        Report By
 KM0318  HISTORY     - 1966     MONUMENTED       USGS
 KM0318
 KM0318                          STATION DESCRIPTION
 KM0318
 KM0318'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0318'LOCATED ABOUT 20 MI. SE. OF BONANZA, 4 MI. SW. OF FORMER SITE OF
 KM0318'DRAGON, UTAH, ON A RIDGE OVERLOOKING 3 MILE CANYON TO THE E.
 KM0318'
 KM0318'TO REACH FROM BONANZA, PROCEED S. ON COUNTY RD. 17.5 MI. TO RAINBOW
 KM0318'TURN OFF, GO LEFT 1 MI. TO RD. FORK, PROCEED LEFT 4.9 MI. TO ANOTHER
 KM0318'RD. FORK, GO LEFT AND PROCEED 2.6 MI. TO STATION.
 KM0318'
 KM0318'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---JEK 13 ET 1966---,
 KM0318'EMBEDDED IN ROCK.
 KM0318'
 KM0318'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0319 ***********************************************************************
 KM0319  DESIGNATION -  ET 15 JEK
 KM0319  PID         -  KM0319
 KM0319  STATE/COUNTY-  UT/UINTAH
 KM0319  COUNTRY     -  US
 KM0319  USGS QUAD   -  RAINBOW (2017)
 KM0319
 KM0319                         *CURRENT SURVEY CONTROL
 KM0319  ______________________________________________________________________
 KM0319* NAD 83(1994) POSITION- 39 52 28.95127(N) 109 13 19.79334(W)   ADJUSTED
 KM0319* NAVD 88 ORTHO HEIGHT -  1820.9   (meters)     5974.    (feet) VERTCON3
 KM0319  ______________________________________________________________________
 KM0319  GEOID HEIGHT    -        -17.083 (meters)                     GEOID18
 KM0319  LAPLACE CORR    -          6.88  (seconds)                    DEFLEC18
 KM0319  HORZ ORDER      -  THIRD
 KM0319
 KM0319.The horizontal coordinates were established by classical geodetic methods
 KM0319.and adjusted by the National Geodetic Survey in November 1997.
 KM0319
 KM0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0319
 KM0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0319.GEOID18 height accuracy estimate available here.
 KM0319
 KM0319.Click photographs - Photos may exist for this station.
 KM0319
 KM0319.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0319
 KM0319. The following values were computed from the NAD 83(1994) position.
 KM0319
 KM0319;                    North         East     Units Scale Factor Converg.
 KM0319;SPC UT C     - 2,173,602.138   694,827.439   MT  0.99989906   +1 27 32.9
 KM0319;SPC UT C     - 7,131,226.35  2,279,613.02   sFT  0.99989906   +1 27 32.9
 KM0319;UTM  12      - 4,415,363.766   652,036.867   MT  0.99988458   +1 08 24.0
 KM0319
 KM0319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0319!SPC UT C     -   0.99971709  x   0.99989906  =   0.99961618
 KM0319!UTM  12      -   0.99971709  x   0.99988458  =   0.99960171
 KM0319
 KM0319:                Primary Azimuth Mark                     Grid Az
 KM0319:SPC UT C     -  RAINBOW                                  141 05 26.7
 KM0319:UTM  12      -  RAINBOW                                  141 24 35.6
 KM0319
 KM0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK5203615363(NAD 83)
 KM0319
 KM0319|---------------------------------------------------------------------|
 KM0319| PID    Reference Object                     Distance      Geod. Az  |
 KM0319|                                                           dddmmss.s |
 KM0319| KM0317 RAINBOW                             APPROX. 5.4 KM 1423259.6 |
 KM0319|---------------------------------------------------------------------|
 KM0319
 KM0319                          SUPERSEDED SURVEY CONTROL
 KM0319
 KM0319  NAD 83(1993)-  39 52 28.92978(N)    109 13 19.77855(W) AD(       ) 3
 KM0319  NAD 83(1992)-  39 52 28.92908(N)    109 13 19.78006(W) AD(       ) 3
 KM0319  NAD 83(1986)-  39 52 28.92338(N)    109 13 19.77827(W) AD(       ) 3
 KM0319  NAD 27      -  39 52 29.04261(N)    109 13 17.36533(W) AD(       ) 3
 KM0319  NGVD 29 (07/19/86) 1819.7    (m)         5970.     (f) VERT ANG       
 KM0319
 KM0319.Superseded values are not recommended for survey control.
 KM0319
 KM0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0319.See file dsdata.pdf to determine how the superseded data were derived.
 KM0319
 KM0319_MARKER: DD = SURVEY DISK
 KM0319_SETTING: 66 = SET IN ROCK OUTCROP
 KM0319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0319+STABILITY: POSITION/ELEVATION WELL
 KM0319
 KM0319  HISTORY     - Date     Condition        Report By
 KM0319  HISTORY     - 1966     MONUMENTED       USGS
 KM0319
 KM0319                          STATION DESCRIPTION
 KM0319
 KM0319'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0319'LOCATED APPROXIMATELY 24 MI. SW. OF RANGELY, COLORADO, 10 MI. S. OF
 KM0319'BONANZA, UTAH, 5 MI. SW. OF THE CONFLUENCE OF WHITE RIVER AND ASPHALT
 KM0319'CANYON, ON A RIM OVERLOOKING MAIN ASPHALT CANYON, APPROXIMATELY 1 MI.
 KM0319'TO THE SW.
 KM0319'
 KM0319'STATION REACHED BY HELICOPTER.
 KM0319'
 KM0319'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---JEK 15 ET 1966---,
 KM0319'EMBEDDED IN ROCK.
 KM0319'
 KM0319'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0333 ***********************************************************************
 KM0333  DESIGNATION -  ET 16 JEK
 KM0333  PID         -  KM0333
 KM0333  STATE/COUNTY-  UT/UINTAH
 KM0333  COUNTRY     -  US
 KM0333  USGS QUAD   -  BURNT TIMBER CANYON (2017)
 KM0333
 KM0333                         *CURRENT SURVEY CONTROL
 KM0333  ______________________________________________________________________
 KM0333* NAD 83(1994) POSITION- 39 44 41.96747(N) 109 14 37.25104(W)   ADJUSTED
 KM0333* NAVD 88 ORTHO HEIGHT -  1984.0   (meters)     6509.    (feet) VERTCON3
 KM0333  ______________________________________________________________________
 KM0333  GEOID HEIGHT    -        -16.969 (meters)                     GEOID18
 KM0333  LAPLACE CORR    -          3.07  (seconds)                    DEFLEC18
 KM0333  HORZ ORDER      -  THIRD
 KM0333
 KM0333.The horizontal coordinates were established by classical geodetic methods
 KM0333.and adjusted by the National Geodetic Survey in November 1997.
 KM0333
 KM0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0333
 KM0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0333.GEOID18 height accuracy estimate available here.
 KM0333
 KM0333.Click photographs - Photos may exist for this station.
 KM0333
 KM0333.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0333
 KM0333. The following values were computed from the NAD 83(1994) position.
 KM0333
 KM0333;                    North         East     Units Scale Factor Converg.
 KM0333;SPC UT C     - 2,159,158.842   693,350.775   MT  0.99990005   +1 26 43.3
 KM0333;SPC UT C     - 7,083,840.30  2,274,768.33   sFT  0.99990005   +1 26 43.3
 KM0333;UTM  12      - 4,400,929.212   650,479.418   MT  0.99987878   +1 07 23.3
 KM0333
 KM0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0333!SPC UT C     -   0.99969151  x   0.99990005  =   0.99959159
 KM0333!UTM  12      -   0.99969151  x   0.99987878  =   0.99957032
 KM0333
 KM0333:                Primary Azimuth Mark                     Grid Az
 KM0333:SPC UT C     -  ET 17 JEK                                303 00 04.3
 KM0333:UTM  12      -  ET 17 JEK                                303 19 24.3
 KM0333
 KM0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK5047900929(NAD 83)
 KM0333
 KM0333|---------------------------------------------------------------------|
 KM0333| PID    Reference Object                     Distance      Geod. Az  |
 KM0333|                                                           dddmmss.s |
 KM0333| KM0345 ET 17 JEK                           APPROX. 8.6 KM 3042647.6 |
 KM0333|---------------------------------------------------------------------|
 KM0333
 KM0333                          SUPERSEDED SURVEY CONTROL
 KM0333
 KM0333  NAD 83(1993)-  39 44 41.94429(N)    109 14 37.23114(W) AD(       ) 3
 KM0333  NAD 83(1992)-  39 44 41.94549(N)    109 14 37.23643(W) AD(       ) 3
 KM0333  NAD 83(1986)-  39 44 41.93563(N)    109 14 37.22844(W) AD(       ) 3
 KM0333  NAD 27      -  39 44 42.14456(N)    109 14 34.94685(W) AD(       ) 3
 KM0333  NGVD 29 (07/19/86) 1982.7    (m)         6505.     (f) VERT ANG       
 KM0333
 KM0333.Superseded values are not recommended for survey control.
 KM0333
 KM0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0333.See file dsdata.pdf to determine how the superseded data were derived.
 KM0333
 KM0333_MARKER: DD = SURVEY DISK
 KM0333_SETTING: 66 = SET IN ROCK OUTCROP
 KM0333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0333+STABILITY: POSITION/ELEVATION WELL
 KM0333
 KM0333  HISTORY     - Date     Condition        Report By
 KM0333  HISTORY     - 1966     MONUMENTED       USGS
 KM0333
 KM0333                          STATION DESCRIPTION
 KM0333
 KM0333'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0333'LOCATED 26 MI. SW. OF RANGELY, COLORADO, 2 MI. NW. OF WOLF DEN COW
 KM0333'CAMP, ON THE S. EDGE OF A RIDGE OVERLOOKING MAIN ASPHALT CANYON TO
 KM0333'THE E., APPROXIMATELY 20 MI. S. OF BONANZA, UTAH.
 KM0333'
 KM0333'STATION REACHED BY HELICOPTER.
 KM0333'
 KM0333'STATION MARK--STANDARD USGS ALUMINUM TABLET, STAMPED ---JEK 16 ET
 KM0333'1966---, EMBEDDED IN ROCK.
 KM0333'
 KM0333'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0345 ***********************************************************************
 KM0345  DESIGNATION -  ET 17 JEK
 KM0345  PID         -  KM0345
 KM0345  STATE/COUNTY-  UT/UINTAH
 KM0345  COUNTRY     -  US
 KM0345  USGS QUAD   -  ARCHY BENCH SE (2017)
 KM0345
 KM0345                         *CURRENT SURVEY CONTROL
 KM0345  ______________________________________________________________________
 KM0345* NAD 83(1994) POSITION- 39 47 19.42557(N) 109 19 35.01508(W)   ADJUSTED
 KM0345* NAVD 88 ORTHO HEIGHT -  1992.2   (meters)     6536.    (feet) VERTCON3
 KM0345  ______________________________________________________________________
 KM0345  GEOID HEIGHT    -        -17.153 (meters)                     GEOID18
 KM0345  LAPLACE CORR    -          2.97  (seconds)                    DEFLEC18
 KM0345  HORZ ORDER      -  THIRD
 KM0345
 KM0345.The horizontal coordinates were established by classical geodetic methods
 KM0345.and adjusted by the National Geodetic Survey in November 1997.
 KM0345
 KM0345.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0345
 KM0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0345.GEOID18 height accuracy estimate available here.
 KM0345
 KM0345.Click photographs - Photos may exist for this station.
 KM0345
 KM0345.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0345
 KM0345. The following values were computed from the NAD 83(1994) position.
 KM0345
 KM0345;                    North         East     Units Scale Factor Converg.
 KM0345;SPC UT C     - 2,163,837.674   686,146.346   MT  0.99989915   +1 23 32.5
 KM0345;SPC UT C     - 7,099,190.77  2,251,131.80   sFT  0.99989915   +1 23 32.5
 KM0345;UTM  12      - 4,405,648.258   643,301.613   MT  0.99985282   +1 04 16.4
 KM0345
 KM0345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0345!SPC UT C     -   0.99969024  x   0.99989915  =   0.99958942
 KM0345!UTM  12      -   0.99969024  x   0.99985282  =   0.99954311
 KM0345
 KM0345:                Primary Azimuth Mark                     Grid Az
 KM0345:SPC UT C     -  ET 18 JEK                                220 54 16.6
 KM0345:UTM  12      -  ET 18 JEK                                221 13 32.7
 KM0345
 KM0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK4330105648(NAD 83)
 KM0345
 KM0345|---------------------------------------------------------------------|
 KM0345| PID    Reference Object                     Distance      Geod. Az  |
 KM0345|                                                           dddmmss.s |
 KM0345| KM0336 ET 18 JEK                           APPROX. 6.1 KM 2221749.1 |
 KM0345|---------------------------------------------------------------------|
 KM0345
 KM0345                          SUPERSEDED SURVEY CONTROL
 KM0345
 KM0345  NAD 83(1993)-  39 47 19.40427(N)    109 19 34.99928(W) AD(       ) 3
 KM0345  NAD 83(1992)-  39 47 19.40232(N)    109 19 35.00037(W) AD(       ) 3
 KM0345  NAD 83(1986)-  39 47 19.39762(N)    109 19 34.99973(W) AD(       ) 3
 KM0345  NAD 27      -  39 47 19.52818(N)    109 19 32.58651(W) AD(       ) 3
 KM0345  NGVD 29 (07/19/86) 1991.0    (m)         6532.     (f) VERT ANG       
 KM0345
 KM0345.Superseded values are not recommended for survey control.
 KM0345
 KM0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0345.See file dsdata.pdf to determine how the superseded data were derived.
 KM0345
 KM0345_MARKER: DD = SURVEY DISK
 KM0345_SETTING: 66 = SET IN ROCK OUTCROP
 KM0345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0345+STABILITY: POSITION/ELEVATION WELL
 KM0345
 KM0345  HISTORY     - Date     Condition        Report By
 KM0345  HISTORY     - 1966     MONUMENTED       USGS
 KM0345
 KM0345                          STATION DESCRIPTION
 KM0345
 KM0345'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0345'LOCATED ABOUT 7.5 MI. W. OF AND 4 MI. S. OF RAINBOW, ON A PARTIALLY
 KM0345'TREE COVERED TOP.
 KM0345'
 KM0345'STATION REACHED BY HELICOPTER.
 KM0345'
 KM0345'STATION MARK--STANDARD ALUMINUM TABLET, SET IN A LARGE SANDSTONE
 KM0345'OUTCROPPING.
 KM0345'
 KM0345'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0336 ***********************************************************************
 KM0336  DESIGNATION -  ET 18 JEK
 KM0336  PID         -  KM0336
 KM0336  STATE/COUNTY-  UT/UINTAH
 KM0336  COUNTRY     -  US
 KM0336  USGS QUAD   -  COOPER CANYON (2017)
 KM0336
 KM0336                         *CURRENT SURVEY CONTROL
 KM0336  ______________________________________________________________________
 KM0336* NAD 83(1994) POSITION- 39 44 53.42662(N) 109 22 27.05624(W)   ADJUSTED
 KM0336* NAVD 88 ORTHO HEIGHT -  1856.8   (meters)     6092.    (feet) VERTCON3
 KM0336  ______________________________________________________________________
 KM0336  GEOID HEIGHT    -        -17.190 (meters)                     GEOID18
 KM0336  LAPLACE CORR    -          1.03  (seconds)                    DEFLEC18
 KM0336  HORZ ORDER      -  THIRD
 KM0336
 KM0336.The horizontal coordinates were established by classical geodetic methods
 KM0336.and adjusted by the National Geodetic Survey in November 1997.
 KM0336
 KM0336.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0336
 KM0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0336.GEOID18 height accuracy estimate available here.
 KM0336
 KM0336.Click photographs - Photos may exist for this station.
 KM0336
 KM0336.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0336
 KM0336. The following values were computed from the NAD 83(1994) position.
 KM0336
 KM0336;                    North         East     Units Scale Factor Converg.
 KM0336;SPC UT C     - 2,159,238.176   682,161.486   MT  0.99989996   +1 21 42.3
 KM0336;SPC UT C     - 7,084,100.58  2,238,058.14   sFT  0.99989996   +1 21 42.3
 KM0336;UTM  12      - 4,401,071.444   639,291.215   MT  0.99983887   +1 02 23.1
 KM0336
 KM0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0336!SPC UT C     -   0.99971148  x   0.99989996  =   0.99961147
 KM0336!UTM  12      -   0.99971148  x   0.99983887  =   0.99955040
 KM0336
 KM0336:                Primary Azimuth Mark                     Grid Az
 KM0336:SPC UT C     -  79 EAM                                   197 00 47.0
 KM0336:UTM  12      -  79 EAM                                   197 20 06.2
 KM0336
 KM0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK3929101071(NAD 83)
 KM0336
 KM0336|---------------------------------------------------------------------|
 KM0336| PID    Reference Object                     Distance      Geod. Az  |
 KM0336|                                                           dddmmss.s |
 KM0336| KM0340 79 EAM                              APPROX. 2.3 KM 1982229.3 |
 KM0336|---------------------------------------------------------------------|
 KM0336
 KM0336                          SUPERSEDED SURVEY CONTROL
 KM0336
 KM0336  NAD 83(1993)-  39 44 53.40601(N)    109 22 27.03940(W) AD(       ) 3
 KM0336  NAD 83(1992)-  39 44 53.40311(N)    109 22 27.04060(W) AD(       ) 3
 KM0336  NAD 83(1986)-  39 44 53.40026(N)    109 22 27.03931(W) AD(       ) 3
 KM0336  NAD 27      -  39 44 53.52722(N)    109 22 24.61078(W) AD(       ) 3
 KM0336  NGVD 29 (07/19/86) 1855.6    (m)         6088.     (f) VERT ANG       
 KM0336
 KM0336.Superseded values are not recommended for survey control.
 KM0336
 KM0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0336.See file dsdata.pdf to determine how the superseded data were derived.
 KM0336
 KM0336_MARKER: DD = SURVEY DISK
 KM0336_SETTING: 80 = SET IN A BOULDER
 KM0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0336+STABILITY: SURFACE MOTION
 KM0336
 KM0336  HISTORY     - Date     Condition        Report By
 KM0336  HISTORY     - 1966     MONUMENTED       USGS
 KM0336
 KM0336                          STATION DESCRIPTION
 KM0336
 KM0336'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0336'LOCATED ABOUT 31 MI. SW. OF BONANZA, 16 MI. W. OF DRAGON, ABOUT 1 MI.
 KM0336'E. OF TWO WATER CREEK, ON A ROUNDED TOP.
 KM0336'
 KM0336'TO REACH FROM RAINBOW, GO S. ON RD. 17 MI. TO BM ---79 EAM---, RD.
 KM0336'MAKES ABOUT A 90 DEGREE LEFT WITH A TRACK RD. LEADING RIGHT, TURN
 KM0336'RIGHT AND FOLLOW TRACK RD. 1.5 MI. TO STATION MARK.
 KM0336'
 KM0336'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---JEK 18 ET 1966---,
 KM0336'EMBEDDED IN A BOULDER PROJECTING ABOUT 0.2 FT. ABOVE GROUND.
 KM0336'
 KM0336'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0346 ***********************************************************************
 KM0346  DESIGNATION -  ET 19 JEK
 KM0346  PID         -  KM0346
 KM0346  STATE/COUNTY-  UT/UINTAH
 KM0346  COUNTRY     -  US
 KM0346  USGS QUAD   -  ARCHY BENCH SE (2017)
 KM0346
 KM0346                         *CURRENT SURVEY CONTROL
 KM0346  ______________________________________________________________________
 KM0346* NAD 83(1994) POSITION- 39 52 04.01450(N) 109 22 06.12716(W)   ADJUSTED
 KM0346* NAVD 88 ORTHO HEIGHT -  1846.5   (meters)     6058.    (feet) VERTCON3
 KM0346  ______________________________________________________________________
 KM0346  GEOID HEIGHT    -        -17.280 (meters)                     GEOID18
 KM0346  LAPLACE CORR    -          2.68  (seconds)                    DEFLEC18
 KM0346  HORZ ORDER      -  THIRD
 KM0346
 KM0346.The horizontal coordinates were established by classical geodetic methods
 KM0346.and adjusted by the National Geodetic Survey in November 1997.
 KM0346
 KM0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0346
 KM0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0346.GEOID18 height accuracy estimate available here.
 KM0346
 KM0346.Click photographs - Photos may exist for this station.
 KM0346
 KM0346.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0346
 KM0346. The following values were computed from the NAD 83(1994) position.
 KM0346
 KM0346;                    North         East     Units Scale Factor Converg.
 KM0346;SPC UT C     - 2,172,525.083   682,343.130   MT  0.99989898   +1 21 55.7
 KM0346;SPC UT C     - 7,127,692.71  2,238,654.09   sFT  0.99989898   +1 21 55.7
 KM0346;UTM  12      - 4,414,356.331   639,547.214   MT  0.99983974   +1 02 45.9
 KM0346
 KM0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0346!SPC UT C     -   0.99971311  x   0.99989898  =   0.99961212
 KM0346!UTM  12      -   0.99971311  x   0.99983974  =   0.99955290
 KM0346
 KM0346:                Primary Azimuth Mark                     Grid Az
 KM0346:SPC UT C     -  ET 20 JEK                                273 07 01.3
 KM0346:UTM  12      -  ET 20 JEK                                273 26 11.1
 KM0346
 KM0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK3954714356(NAD 83)
 KM0346
 KM0346|---------------------------------------------------------------------|
 KM0346| PID    Reference Object                     Distance      Geod. Az  |
 KM0346|                                                           dddmmss.s |
 KM0346| KM0366 ET 20 JEK                           APPROX.11.5 KM 2742857.0 |
 KM0346|---------------------------------------------------------------------|
 KM0346
 KM0346                          SUPERSEDED SURVEY CONTROL
 KM0346
 KM0346  NAD 83(1993)-  39 52 04.00694(N)    109 22 06.11681(W) AD(       ) 3
 KM0346  NAD 83(1992)-  39 52 03.99606(N)    109 22 06.11574(W) AD(       ) 3
 KM0346  NAD 83(1986)-  39 52 03.99580(N)    109 22 06.11564(W) AD(       ) 3
 KM0346  NAD 27      -  39 52 04.11222(N)    109 22 03.66528(W) AD(       ) 3
 KM0346  NGVD 29 (07/19/86) 1845.3    (m)         6054.     (f) VERT ANG       
 KM0346
 KM0346.Superseded values are not recommended for survey control.
 KM0346
 KM0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0346.See file dsdata.pdf to determine how the superseded data were derived.
 KM0346
 KM0346_MARKER: DD = SURVEY DISK
 KM0346_SETTING: 66 = SET IN ROCK OUTCROP
 KM0346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0346+STABILITY: POSITION/ELEVATION WELL
 KM0346
 KM0346  HISTORY     - Date     Condition        Report By
 KM0346  HISTORY     - 1966     MONUMENTED       USGS
 KM0346
 KM0346                          STATION DESCRIPTION
 KM0346
 KM0346'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0346'LOCATED 23 MI. SE. OF OURAY, 12 MI. SW. OF BONANZA, ABOUT 7 MI. S. OF
 KM0346'CONFLUENCE OF TWO WATERS CREEK AND WHITE RIVER, ON A RIDGE BETWEEN
 KM0346'ASPHALT CANYON AND TWO WATERS CREEK.
 KM0346'
 KM0346'STATION REACHED BY HELICOPTER.
 KM0346'
 KM0346'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---JEK 19 ET 1966---,
 KM0346'EMBEDDED IN ROCK.
 KM0346'
 KM0346'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0636 ***********************************************************************
 LN0636  DESIGNATION -  ET 2 JEK
 LN0636  PID         -  LN0636
 LN0636  STATE/COUNTY-  UT/UINTAH
 LN0636  COUNTRY     -  US
 LN0636  USGS QUAD   -  DINOSAUR NW (2017)
 LN0636
 LN0636                         *CURRENT SURVEY CONTROL
 LN0636  ______________________________________________________________________
 LN0636* NAD 83(1994) POSITION- 40 07 36.82230(N) 109 14 43.39532(W)   ADJUSTED
 LN0636* NAVD 88 ORTHO HEIGHT -  1634.0   (meters)     5361.    (feet) VERTCON3
 LN0636  ______________________________________________________________________
 LN0636  GEOID HEIGHT    -        -17.359 (meters)                     GEOID18
 LN0636  LAPLACE CORR    -          5.60  (seconds)                    DEFLEC18
 LN0636  HORZ ORDER      -  THIRD
 LN0636
 LN0636.The horizontal coordinates were established by classical geodetic methods
 LN0636.and adjusted by the National Geodetic Survey in November 1997.
 LN0636
 LN0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0636
 LN0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0636.GEOID18 height accuracy estimate available here.
 LN0636
 LN0636.Click photographs - Photos may exist for this station.
 LN0636
 LN0636.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0636
 LN0636. The following values were computed from the NAD 83(1994) position.
 LN0636
 LN0636;                    North         East     Units Scale Factor Converg.
 LN0636;SPC UT C     - 2,201,541.651   692,135.886   MT  0.99991177   +1 26 39.3
 LN0636;SPC UT C     - 7,222,891.23  2,270,782.49   sFT  0.99991177   +1 26 39.3
 LN0636;UTM  12      - 4,443,317.036   649,499.586   MT  0.99987514   +1 07 51.7
 LN0636
 LN0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0636!SPC UT C     -   0.99974645  x   0.99991177  =   0.99965825
 LN0636!UTM  12      -   0.99974645  x   0.99987514  =   0.99962162
 LN0636
 LN0636:                Primary Azimuth Mark                     Grid Az
 LN0636:SPC UT C     -  3 225 X                                  300 46 15.7
 LN0636:UTM  12      -  3 225 X                                  301 05 03.3
 LN0636
 LN0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK4949943317(NAD 83)
 LN0636
 LN0636|---------------------------------------------------------------------|
 LN0636| PID    Reference Object                     Distance      Geod. Az  |
 LN0636|                                                           dddmmss.s |
 LN0636| LN0638 3 225 X                             APPROX. 5.6 KM 3021255.0 |
 LN0636|---------------------------------------------------------------------|
 LN0636
 LN0636                          SUPERSEDED SURVEY CONTROL
 LN0636
 LN0636  NAD 83(1993)-  40 07 36.81587(N)    109 14 43.38658(W) AD(       ) 3
 LN0636  NAD 83(1992)-  40 07 36.80383(N)    109 14 43.37987(W) AD(       ) 3
 LN0636  NAD 83(1986)-  40 07 36.80373(N)    109 14 43.38002(W) AD(       ) 3
 LN0636  NAD 27      -  40 07 36.92902(N)    109 14 40.93834(W) AD(       ) 3
 LN0636  NGVD 29 (07/19/86) 1632.8    (m)         5357.     (f) VERT ANG       
 LN0636
 LN0636.Superseded values are not recommended for survey control.
 LN0636
 LN0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0636.See file dsdata.pdf to determine how the superseded data were derived.
 LN0636
 LN0636_MARKER: DB = BENCH MARK DISK
 LN0636_SETTING: 66 = SET IN ROCK OUTCROP
 LN0636_STAMPING: JEK 2 ET 1966
 LN0636_MARK LOGO: USGS
 LN0636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0636+STABILITY: POSITION/ELEVATION WELL
 LN0636
 LN0636  HISTORY     - Date     Condition        Report By
 LN0636  HISTORY     - 1966     MONUMENTED       USGS
 LN0636
 LN0636                          STATION DESCRIPTION
 LN0636
 LN0636'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JEK)
 LN0636'LOCATED APPROXIMATELY 17 MI. SE. OF JENSEN, 9 MI. NW. OF BONANZA, ON
 LN0636'A PEAK OVERLOOKING KENNEDY WASH TO THE S.
 LN0636'
 LN0636'TO REACH FROM BONANZA, PROCEED N. ON STATE HIGHWAY 45 FOR 4.9 MI. TO
 LN0636'DIRT RD. HEADING NW., PROCEED ON DIRT RD. 4.5 MI. TO RD. FORK, TAKE
 LN0636'RIGHT FORK AND PROCEED AS FAR AS POSSIBLE TO THE NW. EDGE OF BUTTE.
 LN0636'IT IS A SHORT BUT DIFFICULT CLIMB TO THE TOP AND STATION.
 LN0636'
 LN0636'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---JEK 2 ET 1966---,
 LN0636'SET IN ROCK.
 LN0636'
 LN0636'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0366 ***********************************************************************
 KM0366  DESIGNATION -  ET 20 JEK
 KM0366  PID         -  KM0366
 KM0366  STATE/COUNTY-  UT/UINTAH
 KM0366  COUNTRY     -  US
 KM0366  USGS QUAD   -  BIG PACK MOUNTAIN NE (2017)
 KM0366
 KM0366                         *CURRENT SURVEY CONTROL
 KM0366  ______________________________________________________________________
 KM0366* NAD 83(1994) POSITION- 39 52 32.92866(N) 109 30 09.45861(W)   ADJUSTED
 KM0366* NAVD 88 ORTHO HEIGHT -  1721.4   (meters)     5648.    (feet) VERTCON3
 KM0366  ______________________________________________________________________
 KM0366  GEOID HEIGHT    -        -17.436 (meters)                     GEOID18
 KM0366  LAPLACE CORR    -          2.39  (seconds)                    DEFLEC18
 KM0366  HORZ ORDER      -  THIRD
 KM0366
 KM0366.The horizontal coordinates were established by classical geodetic methods
 KM0366.and adjusted by the National Geodetic Survey in November 1997.
 KM0366
 KM0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0366
 KM0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0366.GEOID18 height accuracy estimate available here.
 KM0366
 KM0366.Click photographs - Photos may exist for this station.
 KM0366
 KM0366.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0366
 KM0366. The following values were computed from the NAD 83(1994) position.
 KM0366
 KM0366;                    North         East     Units Scale Factor Converg.
 KM0366;SPC UT C     - 2,173,151.462   670,840.487   MT  0.99989907   +1 16 46.1
 KM0366;SPC UT C     - 7,129,747.75  2,200,915.83   sFT  0.99989907   +1 16 46.1
 KM0366;UTM  12      - 4,415,046.762   628,049.144   MT  0.99980186   +0 57 36.5
 KM0366
 KM0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0366!SPC UT C     -   0.99973275  x   0.99989907  =   0.99963184
 KM0366!UTM  12      -   0.99973275  x   0.99980186  =   0.99953466
 KM0366
 KM0366:                Primary Azimuth Mark                     Grid Az
 KM0366:SPC UT C     -  2 98 X                                   295 24 19.4
 KM0366:UTM  12      -  2 98 X                                   295 43 29.0
 KM0366
 KM0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK2804915046(NAD 83)
 KM0366
 KM0366|---------------------------------------------------------------------|
 KM0366| PID    Reference Object                     Distance      Geod. Az  |
 KM0366|                                                           dddmmss.s |
 KM0366| KM0367 2 98 X                              APPROX. 2.4 KM 2964105.5 |
 KM0366|---------------------------------------------------------------------|
 KM0366
 KM0366                          SUPERSEDED SURVEY CONTROL
 KM0366
 KM0366  NAD 83(1993)-  39 52 32.92076(N)    109 30 09.44793(W) AD(       ) 3
 KM0366  NAD 83(1992)-  39 52 32.90847(N)    109 30 09.44793(W) AD(       ) 3
 KM0366  NAD 83(1986)-  39 52 32.90828(N)    109 30 09.44790(W) AD(       ) 3
 KM0366  NAD 27      -  39 52 33.02802(N)    109 30 06.98329(W) AD(       ) 3
 KM0366  NGVD 29 (07/19/86) 1720.3    (m)         5644.     (f) VERT ANG       
 KM0366
 KM0366.Superseded values are not recommended for survey control.
 KM0366
 KM0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0366.See file dsdata.pdf to determine how the superseded data were derived.
 KM0366
 KM0366_MARKER: DD = SURVEY DISK
 KM0366_SETTING: 66 = SET IN ROCK OUTCROP
 KM0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0366+STABILITY: POSITION/ELEVATION WELL
 KM0366
 KM0366  HISTORY     - Date     Condition        Report By
 KM0366  HISTORY     - 1966     MONUMENTED       USGS
 KM0366
 KM0366                          STATION DESCRIPTION
 KM0366
 KM0366'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0366'LOCATED ABOUT 17 MI. W. AND 2 MI. N. OF RAINBOW, ON A LOW SAGEBRUSH
 KM0366'COVERED HILL.
 KM0366'
 KM0366'TO REACH FROM OURAY, GO S. ON MAIN TRAVELED RD. FOR 8.6 MI. TO A
 KM0366'Y-RD., TURN LEFT AND GO 4.2 MI. TO A DIM T-RD. ON LEFT, TURN LEFT AND
 KM0366'GO 1.3 MI. TO A T-RD., TURN RIGHT AND GO 1.5 MI. TO A FORK, TURN LEFT
 KM0366'AND GO 1.9 MI. TO A FORK, TAKE LEFT FORK FOR 0.6 MI., CONTINUE
 KM0366'STRAIGHT ON MAIN RD. FOR 2.7 MI. TO A REVERSED ---Y---, TURN RIGHT
 KM0366'AND PROCEED S. FOR 0.9 MI., TURN RIGHT CROSS COUNTRY FOR 0.4 MI. AND
 KM0366'STATION SITE.
 KM0366'
 KM0366'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---JEK 20 ET 1966---,
 KM0366'SET IN A LARGE SANDSTONE ROCK.
 KM0366'
 KM0366'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0386 ***********************************************************************
 KM0386  DESIGNATION -  ET 21 JEK
 KM0386  PID         -  KM0386
 KM0386  STATE/COUNTY-  UT/UINTAH
 KM0386  COUNTRY     -  US
 KM0386  USGS QUAD   -  NUTTERS HOLE (2017)
 KM0386
 KM0386                         *CURRENT SURVEY CONTROL
 KM0386  ______________________________________________________________________
 KM0386* NAD 83(1994) POSITION- 39 52 18.06774(N) 109 45 31.99970(W)   ADJUSTED
 KM0386* NAVD 88 ORTHO HEIGHT -  1718.0   (meters)     5636.    (feet) VERTCON3
 KM0386  ______________________________________________________________________
 KM0386  GEOID HEIGHT    -        -17.646 (meters)                     GEOID18
 KM0386  LAPLACE CORR    -          1.82  (seconds)                    DEFLEC18
 KM0386  HORZ ORDER      -  THIRD
 KM0386
 KM0386.The horizontal coordinates were established by classical geodetic methods
 KM0386.and adjusted by the National Geodetic Survey in November 1997.
 KM0386
 KM0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0386
 KM0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0386.GEOID18 height accuracy estimate available here.
 KM0386
 KM0386.Click photographs - Photos may exist for this station.
 KM0386
 KM0386.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0386
 KM0386. The following values were computed from the NAD 83(1994) position.
 KM0386
 KM0386;                    North         East     Units Scale Factor Converg.
 KM0386;SPC UT C     - 2,172,235.178   648,933.674   MT  0.99989903   +1 06 55.1
 KM0386;SPC UT C     - 7,126,741.58  2,129,043.23   sFT  0.99989903   +1 06 55.1
 KM0386;UTM  12      - 4,414,252.745   606,140.405   MT  0.99973869   +0 47 44.6
 KM0386
 KM0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0386!SPC UT C     -   0.99973332  x   0.99989903  =   0.99963237
 KM0386!UTM  12      -   0.99973332  x   0.99973869  =   0.99947208
 KM0386
 KM0386:                Primary Azimuth Mark                     Grid Az
 KM0386:SPC UT C     -  1 4 A                                    040 48 50.5
 KM0386:UTM  12      -  1 4 A                                    041 08 01.0
 KM0386
 KM0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK0614014252(NAD 83)
 KM0386
 KM0386|---------------------------------------------------------------------|
 KM0386| PID    Reference Object                     Distance      Geod. Az  |
 KM0386|                                                           dddmmss.s |
 KM0386| KM0372 1 4 A                               APPROX. 6.8 KM 0415545.6 |
 KM0386|---------------------------------------------------------------------|
 KM0386
 KM0386                          SUPERSEDED SURVEY CONTROL
 KM0386
 KM0386  NAD 83(1993)-  39 52 18.05353(N)    109 45 31.98795(W) AD(       ) 3
 KM0386  NAD 83(1986)-  39 52 18.04198(N)    109 45 31.98927(W) AD(       ) 3
 KM0386  NAD 27      -  39 52 18.16723(N)    109 45 29.49787(W) AD(       ) 3
 KM0386  NGVD 29 (07/19/86) 1716.9    (m)         5633.     (f) VERT ANG       
 KM0386
 KM0386.Superseded values are not recommended for survey control.
 KM0386
 KM0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0386.See file dsdata.pdf to determine how the superseded data were derived.
 KM0386
 KM0386_MARKER: DD = SURVEY DISK
 KM0386_SETTING: 80 = SET IN A BOULDER
 KM0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0386+STABILITY: SURFACE MOTION
 KM0386
 KM0386  HISTORY     - Date     Condition        Report By
 KM0386  HISTORY     - 1966     MONUMENTED       USGS
 KM0386
 KM0386                          STATION DESCRIPTION
 KM0386
 KM0386'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0386'LOCATED ABOUT 15 MI. S. OF AND 5 MI. W. OF OURAY, ABOUT 2 MI. W. OF
 KM0386'HILL CREEK, ON WILD HORSE BENCH.
 KM0386'
 KM0386'TO REACH FROM OURAY, GO S. ON MAIN RD. FOR 8.5 MI. TO A FORK, CONTINUE
 KM0386'STRAIGHT AHEAD FOR 2.8 MI. ON RD. IN WILLOW CREEK TO A T-RD., TURN
 KM0386'RIGHT ACROSS WILLOW CREEK FOR 0.4 MI. TO A RD. FORK, TURN RIGHT UPHILL
 KM0386'ALONG WILD HORSE BENCH FOR 9.5 MI. TO A DIM RD. ON RIGHT, TURN RIGHT
 KM0386'AND FOLLOW FOR 0.9 MI. TO TOP OF SMALL HILL AND STATION MARK ON RIGHT.
 KM0386'
 KM0386'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---JEK 21 ET 1966---,
 KM0386'SET IN A LARGE ROCK.
 KM0386'
 KM0386'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0334 ***********************************************************************
 KM0334  DESIGNATION -  ET 22 JEK
 KM0334  PID         -  KM0334
 KM0334  STATE/COUNTY-  UT/UINTAH
 KM0334  COUNTRY     -  US
 KM0334  USGS QUAD   -  COOPER CANYON (2017)
 KM0334
 KM0334                         *CURRENT SURVEY CONTROL
 KM0334  ______________________________________________________________________
 KM0334* NAD 83(1994) POSITION- 39 41 23.64443(N) 109 19 47.28964(W)   ADJUSTED
 KM0334* NAVD 88 ORTHO HEIGHT -  1928.5   (meters)     6327.    (feet) VERTCON3
 KM0334  ______________________________________________________________________
 KM0334  GEOID HEIGHT    -        -17.062 (meters)                     GEOID18
 KM0334  LAPLACE CORR    -          4.61  (seconds)                    DEFLEC18
 KM0334  HORZ ORDER      -  THIRD
 KM0334
 KM0334.The horizontal coordinates were established by classical geodetic methods
 KM0334.and adjusted by the National Geodetic Survey in November 1997.
 KM0334
 KM0334.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0334
 KM0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0334.GEOID18 height accuracy estimate available here.
 KM0334
 KM0334.Click photographs - Photos may exist for this station.
 KM0334
 KM0334.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0334
 KM0334. The following values were computed from the NAD 83(1994) position.
 KM0334
 KM0334;                    North         East     Units Scale Factor Converg.
 KM0334;SPC UT C     - 2,152,862.061   686,120.591   MT  0.99990201   +1 23 24.7
 KM0334;SPC UT C     - 7,063,181.61  2,251,047.31   sFT  0.99990201   +1 23 24.7
 KM0334;UTM  12      - 4,394,673.486   643,214.132   MT  0.99985252   +1 04 00.6
 KM0334
 KM0334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0334!SPC UT C     -   0.99970022  x   0.99990201  =   0.99960225
 KM0334!UTM  12      -   0.99970022  x   0.99985252  =   0.99955278
 KM0334
 KM0334:                Primary Azimuth Mark                     Grid Az
 KM0334:SPC UT C     -  79 EAM                                   311 52 34.5
 KM0334:UTM  12      -  79 EAM                                   312 11 58.6
 KM0334
 KM0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ4321494673(NAD 83)
 KM0334
 KM0334|---------------------------------------------------------------------|
 KM0334| PID    Reference Object                     Distance      Geod. Az  |
 KM0334|                                                           dddmmss.s |
 KM0334| KM0340 79 EAM                              APPROX. 6.2 KM 3131559.2 |
 KM0334|---------------------------------------------------------------------|
 KM0334
 KM0334                          SUPERSEDED SURVEY CONTROL
 KM0334
 KM0334  NAD 83(1993)-  39 41 23.62420(N)    109 19 47.27268(W) AD(       ) 3
 KM0334  NAD 83(1992)-  39 41 23.62137(N)    109 19 47.27323(W) AD(       ) 3
 KM0334  NAD 83(1986)-  39 41 23.61834(N)    109 19 47.27295(W) AD(       ) 3
 KM0334  NAD 27      -  39 41 23.74029(N)    109 19 44.84668(W) AD(       ) 3
 KM0334  NGVD 29 (07/19/86) 1927.3    (m)         6323.     (f) VERT ANG       
 KM0334
 KM0334.Superseded values are not recommended for survey control.
 KM0334
 KM0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0334.See file dsdata.pdf to determine how the superseded data were derived.
 KM0334
 KM0334_MARKER: DD = SURVEY DISK
 KM0334_SETTING: 66 = SET IN ROCK OUTCROP
 KM0334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0334+STABILITY: POSITION/ELEVATION WELL
 KM0334
 KM0334  HISTORY     - Date     Condition        Report By
 KM0334  HISTORY     - 1966     MONUMENTED       USGS
 KM0334
 KM0334                          STATION DESCRIPTION
 KM0334
 KM0334'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0334'LOCATED ABOUT 7 MI. W. AND 12 MI. S. OF RAINBOW (SITE), ON A CLEAR
 KM0334'TOP.
 KM0334'
 KM0334'TO REACH FROM RAINBOW (SITE), GO NW. FOR 0.2 MI. TO A FORK, TURN LEFT
 KM0334'AND GO 9.5 MI. TO A FORK, BEAR LEFT AND GO 6.2 MI. TO A FORK JUST
 KM0334'BEFORE RD. GOES UP OUT OF CANYON, TURN LEFT AND GO 6.2 MI. TO A
 KM0334'SADDLE AND DIM FORK, TAKE LEFT FORK FOR 0.1 MI., TURN LEFT OFF RD.
 KM0334'AND UPHILL FOR 0.1 MI. TO TOP OF HILL AND STATION MARK.
 KM0334'
 KM0334'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---JEK 22 ET 1966---,
 KM0334'SET IN A ROCK PROJECTING 0.3 FT. ABOVE GROUND.
 KM0334'
 KM0334'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0338 ***********************************************************************
 KM0338  DESIGNATION -  ET 23 JEK
 KM0338  PID         -  KM0338
 KM0338  STATE/COUNTY-  UT/UINTAH
 KM0338  COUNTRY     -  US
 KM0338  USGS QUAD   -  PINE SPRING CANYON (2017)
 KM0338
 KM0338                         *CURRENT SURVEY CONTROL
 KM0338  ______________________________________________________________________
 KM0338* NAD 83(1994) POSITION- 39 37 27.44483(N) 109 23 38.96829(W)   ADJUSTED
 KM0338* NAVD 88 ORTHO HEIGHT -  2063.0   (meters)     6768.    (feet) VERTCON3
 KM0338  ______________________________________________________________________
 KM0338  GEOID HEIGHT    -        -17.021 (meters)                     GEOID18
 KM0338  LAPLACE CORR    -          1.60  (seconds)                    DEFLEC18
 KM0338  HORZ ORDER      -  THIRD
 KM0338
 KM0338.The horizontal coordinates were established by classical geodetic methods
 KM0338.and adjusted by the National Geodetic Survey in November 1997.
 KM0338
 KM0338.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0338
 KM0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0338.GEOID18 height accuracy estimate available here.
 KM0338
 KM0338.Click photographs - Photos may exist for this station.
 KM0338
 KM0338.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0338
 KM0338. The following values were computed from the NAD 83(1994) position.
 KM0338
 KM0338;                    North         East     Units Scale Factor Converg.
 KM0338;SPC UT C     - 2,145,448.190   680,773.870   MT  0.99990555   +1 20 56.2
 KM0338;SPC UT C     - 7,038,857.94  2,233,505.61   sFT  0.99990555   +1 20 56.2
 KM0338;UTM  12      - 4,387,290.418   637,825.895   MT  0.99983387   +1 01 27.4
 KM0338
 KM0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0338!SPC UT C     -   0.99967912  x   0.99990555  =   0.99958470
 KM0338!UTM  12      -   0.99967912  x   0.99983387  =   0.99951305
 KM0338
 KM0338:                Primary Azimuth Mark                     Grid Az
 KM0338:SPC UT C     -  3 94 X                                   325 07 45.3
 KM0338:UTM  12      -  3 94 X                                   325 27 14.1
 KM0338
 KM0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ3782587290(NAD 83)
 KM0338
 KM0338|---------------------------------------------------------------------|
 KM0338| PID    Reference Object                     Distance      Geod. Az  |
 KM0338|                                                           dddmmss.s |
 KM0338| KM0341 3 94 X                              APPROX. 3.7 KM 3262841.5 |
 KM0338|---------------------------------------------------------------------|
 KM0338
 KM0338                          SUPERSEDED SURVEY CONTROL
 KM0338
 KM0338  NAD 83(1993)-  39 37 27.42379(N)    109 23 38.94921(W) AD(       ) 3
 KM0338  NAD 83(1992)-  39 37 27.42050(N)    109 23 38.94993(W) AD(       ) 3
 KM0338  NAD 83(1986)-  39 37 27.41801(N)    109 23 38.95041(W) AD(       ) 3
 KM0338  NAD 27      -  39 37 27.53897(N)    109 23 36.51672(W) AD(       ) 3
 KM0338  NGVD 29 (07/19/86) 2061.7    (m)         6764.     (f) VERT ANG       
 KM0338
 KM0338.Superseded values are not recommended for survey control.
 KM0338
 KM0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0338.See file dsdata.pdf to determine how the superseded data were derived.
 KM0338
 KM0338_MARKER: DD = SURVEY DISK
 KM0338_SETTING: 66 = SET IN ROCK OUTCROP
 KM0338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0338+STABILITY: POSITION/ELEVATION WELL
 KM0338
 KM0338  HISTORY     - Date     Condition        Report By
 KM0338  HISTORY     - 1966     MONUMENTED       USGS
 KM0338
 KM0338                          STATION DESCRIPTION
 KM0338
 KM0338'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0338'LOCATED ABOUT 16 MI. S. OF AND 11 MI. W. OF THE OLD TOWNSITE OF
 KM0338'RAINBOW, APPROXIMATELY 150 FT. SE. OF THE CENTER OF A DIRT RD. AT
 KM0338'INTERSECTION WITH A PRIMITIVE TYPE FENCE OF DEAD TREES PILED IN A
 KM0338'ROW.
 KM0338'
 KM0338'STATION REACHED BY HELICOPTER.
 KM0338'
 KM0338'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---JEK ET 23 1966---,
 KM0338'CEMENTED IN DRILL HOLE IN TOP OF ROCK IN PLACE FLUSH WITH GROUND.
 KM0338'
 KM0338'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0332 ***********************************************************************
 KM0332  DESIGNATION -  ET 24 JEK
 KM0332  PID         -  KM0332
 KM0332  STATE/COUNTY-  UT/UINTAH
 KM0332  COUNTRY     -  US
 KM0332  USGS QUAD   -  BURNT TIMBER CANYON (2017)
 KM0332
 KM0332                         *CURRENT SURVEY CONTROL
 KM0332  ______________________________________________________________________
 KM0332* NAD 83(1994) POSITION- 39 37 37.12258(N) 109 13 55.87862(W)   ADJUSTED
 KM0332* NAVD 88 ORTHO HEIGHT -  2149.5   (meters)     7052.    (feet) VERTCON3
 KM0332  ______________________________________________________________________
 KM0332  GEOID HEIGHT    -        -16.746 (meters)                     GEOID18
 KM0332  LAPLACE CORR    -          4.75  (seconds)                    DEFLEC18
 KM0332  HORZ ORDER      -  THIRD
 KM0332
 KM0332.The horizontal coordinates were established by classical geodetic methods
 KM0332.and adjusted by the National Geodetic Survey in November 1997.
 KM0332
 KM0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0332
 KM0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0332.GEOID18 height accuracy estimate available here.
 KM0332
 KM0332.Click photographs - Photos may exist for this station.
 KM0332
 KM0332.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0332
 KM0332. The following values were computed from the NAD 83(1994) position.
 KM0332
 KM0332;                    North         East     Units Scale Factor Converg.
 KM0332;SPC UT C     - 2,146,086.478   694,667.524   MT  0.99990538   +1 27 09.8
 KM0332;SPC UT C     - 7,040,952.05  2,279,088.37   sFT  0.99990538   +1 27 09.8
 KM0332;UTM  12      - 4,387,849.899   651,722.289   MT  0.99988342   +1 07 39.7
 KM0332
 KM0332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0332!SPC UT C     -   0.99966552  x   0.99990538  =   0.99957093
 KM0332!UTM  12      -   0.99966552  x   0.99988342  =   0.99954898
 KM0332
 KM0332:                Primary Azimuth Mark                     Grid Az
 KM0332:SPC UT C     -  ET 25 JEK                                045 22 23.5
 KM0332:UTM  12      -  ET 25 JEK                                045 41 53.6
 KM0332
 KM0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ5172287849(NAD 83)
 KM0332
 KM0332|---------------------------------------------------------------------|
 KM0332| PID    Reference Object                     Distance      Geod. Az  |
 KM0332|                                                           dddmmss.s |
 KM0332| KM0331 ET 25 JEK                           APPROX. 8.1 KM 0464933.3 |
 KM0332|---------------------------------------------------------------------|
 KM0332
 KM0332                          SUPERSEDED SURVEY CONTROL
 KM0332
 KM0332  NAD 83(1993)-  39 37 37.10267(N)    109 13 55.86193(W) AD(       ) 3
 KM0332  NAD 83(1992)-  39 37 37.10058(N)    109 13 55.86159(W) AD(       ) 3
 KM0332  NAD 83(1986)-  39 37 37.09569(N)    109 13 55.86249(W) AD(       ) 3
 KM0332  NAD 27      -  39 37 37.20402(N)    109 13 53.45481(W) AD(       ) 3
 KM0332  NGVD 29 (07/19/86) 2148.2    (m)         7048.     (f) VERT ANG       
 KM0332
 KM0332.Superseded values are not recommended for survey control.
 KM0332
 KM0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0332.See file dsdata.pdf to determine how the superseded data were derived.
 KM0332
 KM0332_MARKER: DD = SURVEY DISK
 KM0332_SETTING: 66 = SET IN ROCK OUTCROP
 KM0332_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0332+STABILITY: POSITION/ELEVATION WELL
 KM0332
 KM0332  HISTORY     - Date     Condition        Report By
 KM0332  HISTORY     - 1966     MONUMENTED       USGS
 KM0332
 KM0332                          STATION DESCRIPTION
 KM0332
 KM0332'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0332'LOCATED APPROXIMATELY 34 MI. NW. OF MACK, COLORADO, 28 MI. S. OF
 KM0332'BONANZA, UTAH, 2 MI. N. OF RANCH AT CONFLUENCE OF SWEETWATER CANYON
 KM0332'AND TOM PATTERSON CANYON, IN A CLEARING ON MCCOOK RIDGE BETWEEN TWO
 KM0332'WATER CREEK AND SWEETWATER CANYON.
 KM0332'
 KM0332'STATION REACHED BY HELICOPTER.
 KM0332'
 KM0332'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---JEK 24 ET 1966---,
 KM0332'EMBEDDED IN ROCK.
 KM0332'
 KM0332'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0331 ***********************************************************************
 KM0331  DESIGNATION -  ET 25 JEK
 KM0331  PID         -  KM0331
 KM0331  STATE/COUNTY-  UT/UINTAH
 KM0331  COUNTRY     -  US
 KM0331  USGS QUAD   -  BURNT TIMBER CANYON (2017)
 KM0331
 KM0331                         *CURRENT SURVEY CONTROL
 KM0331  ______________________________________________________________________
 KM0331* NAD 83(1994) POSITION- 39 40 36.18948(N) 109 09 48.78531(W)   ADJUSTED
 KM0331* NAVD 88 ORTHO HEIGHT -  2238.5   (meters)     7344.    (feet) VERTCON3
 KM0331  ______________________________________________________________________
 KM0331  GEOID HEIGHT    -        -16.674 (meters)                     GEOID18
 KM0331  LAPLACE CORR    -          6.16  (seconds)                    DEFLEC18
 KM0331  HORZ ORDER      -  THIRD
 KM0331
 KM0331.The horizontal coordinates were established by classical geodetic methods
 KM0331.and adjusted by the National Geodetic Survey in November 1997.
 KM0331
 KM0331.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0331
 KM0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0331.GEOID18 height accuracy estimate available here.
 KM0331
 KM0331.Click photographs - Photos may exist for this station.
 KM0331
 KM0331.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0331
 KM0331. The following values were computed from the NAD 83(1994) position.
 KM0331
 KM0331;                    North         East     Units Scale Factor Converg.
 KM0331;SPC UT C     - 2,151,758.327   700,413.732   MT  0.99990262   +1 29 48.0
 KM0331;SPC UT C     - 7,059,560.44  2,297,940.72   sFT  0.99990262   +1 29 48.0
 KM0331;UTM  12      - 4,393,489.060   657,500.471   MT  0.99990541   +1 10 21.8
 KM0331
 KM0331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0331!SPC UT C     -   0.99965155  x   0.99990262  =   0.99955420
 KM0331!UTM  12      -   0.99965155  x   0.99990541  =   0.99955699
 KM0331
 KM0331:                Primary Azimuth Mark                     Grid Az
 KM0331:SPC UT C     -  ET 24 JEK                                225 22 23.0
 KM0331:UTM  12      -  ET 24 JEK                                225 41 49.2
 KM0331
 KM0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ5750093489(NAD 83)
 KM0331
 KM0331|---------------------------------------------------------------------|
 KM0331| PID    Reference Object                     Distance      Geod. Az  |
 KM0331|                                                           dddmmss.s |
 KM0331| KM0332 ET 24 JEK                           APPROX. 8.1 KM 2265211.0 |
 KM0331|---------------------------------------------------------------------|
 KM0331
 KM0331                          SUPERSEDED SURVEY CONTROL
 KM0331
 KM0331  NAD 83(1993)-  39 40 36.16915(N)    109 09 48.76883(W) AD(       ) 3
 KM0331  NAD 83(1992)-  39 40 36.16848(N)    109 09 48.76969(W) AD(       ) 3
 KM0331  NAD 83(1986)-  39 40 36.16238(N)    109 09 48.76917(W) AD(       ) 3
 KM0331  NAD 27      -  39 40 36.26715(N)    109 09 46.36433(W) AD(       ) 3
 KM0331  NGVD 29 (07/19/86) 2237.2    (m)         7340.     (f) VERT ANG       
 KM0331
 KM0331.Superseded values are not recommended for survey control.
 KM0331
 KM0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0331.See file dsdata.pdf to determine how the superseded data were derived.
 KM0331
 KM0331_MARKER: DD = SURVEY DISK
 KM0331_SETTING: 66 = SET IN ROCK OUTCROP
 KM0331_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0331+STABILITY: POSITION/ELEVATION WELL
 KM0331
 KM0331  HISTORY     - Date     Condition        Report By
 KM0331  HISTORY     - 1966     MONUMENTED       USGS
 KM0331
 KM0331                          STATION DESCRIPTION
 KM0331
 KM0331'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0331'LOCATED ABOUT 12 MI. S. OF AND 2 MI. E. OF RAINBOW, ON A TOP WHICH
 KM0331'HAS THE TREES KNOCKED DOWN WITH A BULLDOZER, ABOUT 500 FT. E. OF DIM
 KM0331'RD.
 KM0331'
 KM0331'TO REACH FROM RAINBOW (SITE), CONTINUE S. AND E. FOR 12.8 MI. TO
 KM0331'T-RD. AND SIGN ---BOULEVARD RIDGE---, TURN RIGHT AND FOLLOW RD. FOR
 KM0331'2.4 MI. TO A LONG FLAT RIDGE AND STATION MARK ON N. END OF RIDGE.
 KM0331'
 KM0331'STATION MARK--STANDARD ALUMINUM TABLET, SET IN A ROCK OUTCROP.
 KM0331'
 KM0331'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0328 ***********************************************************************
 KM0328  DESIGNATION -  ET 26 JEK
 KM0328  PID         -  KM0328
 KM0328  STATE/COUNTY-  UT/UINTAH
 KM0328  COUNTRY     -  US
 KM0328  USGS QUAD   -  RAT HOLE RIDGE (2017)
 KM0328
 KM0328                         *CURRENT SURVEY CONTROL
 KM0328  ______________________________________________________________________
 KM0328* NAD 83(1994) POSITION- 39 37 03.48244(N) 109 05 55.46477(W)   ADJUSTED
 KM0328* NAVD 88 ORTHO HEIGHT -  2426.3   (meters)     7960.    (feet) VERTCON3
 KM0328  ______________________________________________________________________
 KM0328  GEOID HEIGHT    -        -16.415 (meters)                     GEOID18
 KM0328  LAPLACE CORR    -          4.65  (seconds)                    DEFLEC18
 KM0328  HORZ ORDER      -  THIRD
 KM0328
 KM0328.The horizontal coordinates were established by classical geodetic methods
 KM0328.and adjusted by the National Geodetic Survey in November 1997.
 KM0328
 KM0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0328
 KM0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0328.GEOID18 height accuracy estimate available here.
 KM0328
 KM0328.Click photographs - Photos may exist for this station.
 KM0328
 KM0328.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0328
 KM0328. The following values were computed from the NAD 83(1994) position.
 KM0328
 KM0328;                    North         East     Units Scale Factor Converg.
 KM0328;SPC UT C     - 2,145,348.440   706,147.814   MT  0.99990598   +1 32 17.5
 KM0328;SPC UT C     - 7,038,530.67  2,316,753.29   sFT  0.99990598   +1 32 17.5
 KM0328;UTM  12      - 4,387,046.696   663,198.201   MT  0.99992791   +1 12 45.5
 KM0328
 KM0328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0328!SPC UT C     -   0.99962206  x   0.99990598  =   0.99952808
 KM0328!UTM  12      -   0.99962206  x   0.99992791  =   0.99955000
 KM0328
 KM0328:                Primary Azimuth Mark                     Grid Az
 KM0328:SPC UT C     -  BOOK                                     121 47 23.5
 KM0328:UTM  12      -  BOOK                                     122 06 55.5
 KM0328
 KM0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ6319887046(NAD 83)
 KM0328
 KM0328|---------------------------------------------------------------------|
 KM0328| PID    Reference Object                     Distance      Geod. Az  |
 KM0328|                                                           dddmmss.s |
 KM0328| KM0324 BOOK                                APPROX. 5.6 KM 1231941.0 |
 KM0328|---------------------------------------------------------------------|
 KM0328
 KM0328                          SUPERSEDED SURVEY CONTROL
 KM0328
 KM0328  NAD 83(1993)-  39 37 03.46217(N)    109 05 55.44870(W) AD(       ) 3
 KM0328  NAD 83(1992)-  39 37 03.46195(N)    109 05 55.44878(W) AD(       ) 3
 KM0328  NAD 83(1986)-  39 37 03.45430(N)    109 05 55.44956(W) AD(       ) 3
 KM0328  NAD 27      -  39 37 03.56047(N)    109 05 53.05896(W) AD(       ) 3
 KM0328  NGVD 29 (07/19/86) 2425.0    (m)         7956.     (f) VERT ANG       
 KM0328
 KM0328.Superseded values are not recommended for survey control.
 KM0328
 KM0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0328.See file dsdata.pdf to determine how the superseded data were derived.
 KM0328
 KM0328_MARKER: DD = SURVEY DISK
 KM0328_SETTING: 66 = SET IN ROCK OUTCROP
 KM0328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0328+STABILITY: POSITION/ELEVATION WELL
 KM0328
 KM0328  HISTORY     - Date     Condition        Report By
 KM0328  HISTORY     - 1966     MONUMENTED       USGS
 KM0328
 KM0328                          STATION DESCRIPTION
 KM0328
 KM0328'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0328'LOCATED 36 MI. SW. OF RANGELY COLORADO HIGH POINT, APPROXIMATELY 30
 KM0328'MI. N. OF MACK, COLORADO, 4 MI. W. OF A RANCH ON TWO WATERS CREEK,
 KM0328'ON A RIDGE BETWEEN AUGOSTI AND TEN CANYON.
 KM0328'
 KM0328'TO REACH FROM BONANZA, UTAH, GO S. ON THE WATSON ROAD 17.5 MI. TO THE
 KM0328'RAINBOW TURN OFF, GO LEFT FOR 5.9 MI. TO RD. FORK, GO LEFT AND S. 14.3
 KM0328'MI. TO A DIM RD. W., PROCEED ON DIM RD. 2.2 MI. TO STATION.
 KM0328'
 KM0328'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---JEK 26 ET 1966---,
 KM0328'EMBEDDED IN ROCK.
 KM0328'
 KM0328'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0376 ***********************************************************************
 KM0376  DESIGNATION -  ET 27 JEK
 KM0376  PID         -  KM0376
 KM0376  STATE/COUNTY-  UT/UINTAH
 KM0376  COUNTRY     -  US
 KM0376  USGS QUAD   -  AGENCY DRAW NE (2017)
 KM0376
 KM0376                         *CURRENT SURVEY CONTROL
 KM0376  ______________________________________________________________________
 KM0376* NAD 83(1994) POSITION- 39 44 37.98236(N) 109 37 26.25910(W)   ADJUSTED
 KM0376* NAVD 88 ORTHO HEIGHT -  1730.5   (meters)     5677.    (feet) VERTCON3
 KM0376  ______________________________________________________________________
 KM0376  GEOID HEIGHT    -        -17.416 (meters)                     GEOID18
 KM0376  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 KM0376  HORZ ORDER      -  THIRD
 KM0376
 KM0376.The horizontal coordinates were established by classical geodetic methods
 KM0376.and adjusted by the National Geodetic Survey in November 1997.
 KM0376
 KM0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0376
 KM0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0376.GEOID18 height accuracy estimate available here.
 KM0376
 KM0376.Click photographs - Photos may exist for this station.
 KM0376
 KM0376.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0376
 KM0376. The following values were computed from the NAD 83(1994) position.
 KM0376
 KM0376;                    North         East     Units Scale Factor Converg.
 KM0376;SPC UT C     - 2,158,283.184   660,771.277   MT  0.99990008   +1 12 06.3
 KM0376;SPC UT C     - 7,080,967.41  2,167,880.43   sFT  0.99990008   +1 12 06.3
 KM0376;UTM  12      - 4,400,236.738   617,898.032   MT  0.99977113   +0 52 47.6
 KM0376
 KM0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0376!SPC UT C     -   0.99973131  x   0.99990008  =   0.99963142
 KM0376!UTM  12      -   0.99973131  x   0.99977113  =   0.99950251
 KM0376
 KM0376:                Primary Azimuth Mark                     Grid Az
 KM0376:SPC UT C     -  3 20 X                                   054 59 12.6
 KM0376:UTM  12      -  3 20 X                                   055 18 31.3
 KM0376
 KM0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK1789800236(NAD 83)
 KM0376
 KM0376|---------------------------------------------------------------------|
 KM0376| PID    Reference Object                     Distance      Geod. Az  |
 KM0376|                                                           dddmmss.s |
 KM0376| KM0370 3 20 X                              APPROX. 3.9 KM 0561118.9 |
 KM0376|---------------------------------------------------------------------|
 KM0376
 KM0376                          SUPERSEDED SURVEY CONTROL
 KM0376
 KM0376  NAD 83(1993)-  39 44 37.95893(N)    109 37 26.24158(W) AD(       ) 3
 KM0376  NAD 83(1992)-  39 44 37.95640(N)    109 37 26.24303(W) AD(       ) 3
 KM0376  NAD 83(1986)-  39 44 37.95601(N)    109 37 26.24222(W) AD(       ) 3
 KM0376  NAD 27      -  39 44 38.07920(N)    109 37 23.77408(W) AD(       ) 3
 KM0376  NGVD 29 (07/19/86) 1729.4    (m)         5674.     (f) VERT ANG       
 KM0376
 KM0376.Superseded values are not recommended for survey control.
 KM0376
 KM0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0376.See file dsdata.pdf to determine how the superseded data were derived.
 KM0376
 KM0376_MARKER: DD = SURVEY DISK
 KM0376_SETTING: 0 = UNSPECIFIED SETTING
 KM0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0376
 KM0376  HISTORY     - Date     Condition        Report By
 KM0376  HISTORY     - 1966     MONUMENTED       USGS
 KM0376
 KM0376                          STATION DESCRIPTION
 KM0376
 KM0376'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0376'LOCATED ABOUT 25 MI. S. OF AND 3 MI. E. OF OURAY, ABOUT 0.25 MI. E.
 KM0376'OF AGENCY DRAW, ON A FLAT KNOLL.
 KM0376'
 KM0376'STATION REACHED BY HELICOPTER.
 KM0376'
 KM0376'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---JEK 27 ET 1966---,
 KM0376'SET IN A SMALL ROCK.
 KM0376'
 KM0376'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0381 ***********************************************************************
 KM0381  DESIGNATION -  ET 28 JEK
 KM0381  PID         -  KM0381
 KM0381  STATE/COUNTY-  UT/UINTAH
 KM0381  COUNTRY     -  US
 KM0381  USGS QUAD   -  AGENCY DRAW NW (2017)
 KM0381
 KM0381                         *CURRENT SURVEY CONTROL
 KM0381  ______________________________________________________________________
 KM0381* NAD 83(1994) POSITION- 39 44 31.67719(N) 109 44 54.95555(W)   ADJUSTED
 KM0381* NAVD 88 ORTHO HEIGHT -  1796.4   (meters)     5894.    (feet) VERTCON3
 KM0381  ______________________________________________________________________
 KM0381  GEOID HEIGHT    -        -17.469 (meters)                     GEOID18
 KM0381  LAPLACE CORR    -          0.70  (seconds)                    DEFLEC18
 KM0381  HORZ ORDER      -  THIRD
 KM0381
 KM0381.The horizontal coordinates were established by classical geodetic methods
 KM0381.and adjusted by the National Geodetic Survey in November 1997.
 KM0381
 KM0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0381
 KM0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0381.GEOID18 height accuracy estimate available here.
 KM0381
 KM0381.Click photographs - Photos may exist for this station.
 KM0381
 KM0381.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0381
 KM0381. The following values were computed from the NAD 83(1994) position.
 KM0381
 KM0381;                    North         East     Units Scale Factor Converg.
 KM0381;SPC UT C     - 2,157,872.189   650,095.380   MT  0.99990013   +1 07 18.9
 KM0381;SPC UT C     - 7,079,619.01  2,132,854.59   sFT  0.99990013   +1 07 18.9
 KM0381;UTM  12      - 4,399,885.764   607,221.533   MT  0.99974154   +0 48 00.5
 KM0381
 KM0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0381!SPC UT C     -   0.99972099  x   0.99990013  =   0.99962115
 KM0381!UTM  12      -   0.99972099  x   0.99974154  =   0.99946260
 KM0381
 KM0381:                Primary Azimuth Mark                     Grid Az
 KM0381:SPC UT C     -  KM0380                                   120 04 34.9
 KM0381:UTM  12      -  KM0380                                   120 23 53.3
 KM0381
 KM0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ0722199885(NAD 83)
 KM0381
 KM0381|---------------------------------------------------------------------|
 KM0381| PID    Reference Object                     Distance      Geod. Az  |
 KM0381|                                                           dddmmss.s |
 KM0381| KM0380 KM0380                              APPROX. 6.3 KM 1211153.8 |
 KM0381|---------------------------------------------------------------------|
 KM0381
 KM0381                          SUPERSEDED SURVEY CONTROL
 KM0381
 KM0381  NAD 83(1993)-  39 44 31.64992(N)    109 44 54.93839(W) AD(       ) 3
 KM0381  NAD 83(1986)-  39 44 31.64916(N)    109 44 54.94033(W) AD(       ) 3
 KM0381  NAD 27      -  39 44 31.77573(N)    109 44 52.45659(W) AD(       ) 3
 KM0381  NGVD 29 (07/19/86) 1795.3    (m)         5890.     (f) VERT ANG       
 KM0381
 KM0381.Superseded values are not recommended for survey control.
 KM0381
 KM0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0381.See file dsdata.pdf to determine how the superseded data were derived.
 KM0381
 KM0381_MARKER: DD = SURVEY DISK
 KM0381_SETTING: 66 = SET IN ROCK OUTCROP
 KM0381_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0381+STABILITY: POSITION/ELEVATION WELL
 KM0381
 KM0381  HISTORY     - Date     Condition        Report By
 KM0381  HISTORY     - 1966     MONUMENTED       USGS
 KM0381
 KM0381                          STATION DESCRIPTION
 KM0381
 KM0381'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0381'LOCATED ABOUT 24 MI. S. OF AND 4 MI. W. OF OURAY, ABOUT 0.5 MI. W. OF
 KM0381'HILL CREEK, ON A LONG FLAT MESA NEAR THE S. RIM.
 KM0381'
 KM0381'TO REACH FROM OURAY POST OFFICE, GO S. ON RD. 11.6 MI. TO T-RD.
 KM0381'JUNCTION, TURN RIGHT AND CROSS BRIDGE OVER WILLOW CREEK AND CONTINUE
 KM0381'S. FOR 9.6 MI. TO A T-RD. JUNCTION.  TURN LEFT, CROSS BRIDGE AND
 KM0381'CONTINUE S. ALONG THE DRAIN FOR 8.3 MI. TO A CATTLEGUARD, END OF RD.
 KM0381'TRAVEL.  PACK ACROSS DRAIN FOLLOWING FENCELINE AND CLIMB LEFT OF TWO
 KM0381'HILLS TO TOP.  FOLLOW TOP THROUGH A SADDLE TO ANOTHER TOP AND STATION.
 KM0381'
 KM0381'STATION REACHED BY HELICOPTER.
 KM0381'
 KM0381'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---JEK 28 ET 1966---,
 KM0381'SET IN SANDSTONE BEDROCK.
 KM0381'
 KM0381'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0378 ***********************************************************************
 KM0378  DESIGNATION -  ET 29 JEK
 KM0378  PID         -  KM0378
 KM0378  STATE/COUNTY-  UT/UINTAH
 KM0378  COUNTRY     -  US
 KM0378  USGS QUAD   -  AGENCY DRAW NW (2017)
 KM0378
 KM0378                         *CURRENT SURVEY CONTROL
 KM0378  ______________________________________________________________________
 KM0378* NAD 83(1994) POSITION- 39 37 32.34867(N) 109 37 53.22976(W)   ADJUSTED
 KM0378* NAVD 88 ORTHO HEIGHT -  2096.7   (meters)     6879.    (feet) VERTCON3
 KM0378  ______________________________________________________________________
 KM0378  GEOID HEIGHT    -        -17.316 (meters)                     GEOID18
 KM0378  LAPLACE CORR    -          1.55  (seconds)                    DEFLEC18
 KM0378  HORZ ORDER      -  THIRD
 KM0378
 KM0378.The horizontal coordinates were established by classical geodetic methods
 KM0378.and adjusted by the National Geodetic Survey in November 1997.
 KM0378
 KM0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0378
 KM0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0378.GEOID18 height accuracy estimate available here.
 KM0378
 KM0378.Click photographs - Photos may exist for this station.
 KM0378
 KM0378.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0378
 KM0378. The following values were computed from the NAD 83(1994) position.
 KM0378
 KM0378;                    North         East     Units Scale Factor Converg.
 KM0378;SPC UT C     - 2,145,146.805   660,403.528   MT  0.99990546   +1 11 49.0
 KM0378;SPC UT C     - 7,037,869.14  2,166,673.91   sFT  0.99990546   +1 11 49.0
 KM0378;UTM  12      - 4,387,104.373   617,456.303   MT  0.99976985   +0 52 22.5
 KM0378
 KM0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0378!SPC UT C     -   0.99967388  x   0.99990546  =   0.99957937
 KM0378!UTM  12      -   0.99967388  x   0.99976985  =   0.99944380
 KM0378
 KM0378:                Primary Azimuth Mark                     Grid Az
 KM0378:SPC UT C     -  3 74 X                                   043 31 23.8
 KM0378:UTM  12      -  3 74 X                                   043 50 50.3
 KM0378
 KM0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ1745687104(NAD 83)
 KM0378
 KM0378|---------------------------------------------------------------------|
 KM0378| PID    Reference Object                     Distance      Geod. Az  |
 KM0378|                                                           dddmmss.s |
 KM0378| KM0375 3 74 X                              APPROX. 6.3 KM 0444312.8 |
 KM0378|---------------------------------------------------------------------|
 KM0378
 KM0378                          SUPERSEDED SURVEY CONTROL
 KM0378
 KM0378  NAD 83(1993)-  39 37 32.32455(N)    109 37 53.20915(W) AD(       ) 3
 KM0378  NAD 83(1992)-  39 37 32.32201(N)    109 37 53.21158(W) AD(       ) 3
 KM0378  NAD 83(1986)-  39 37 32.32188(N)    109 37 53.21162(W) AD(       ) 3
 KM0378  NAD 27      -  39 37 32.43904(N)    109 37 50.74671(W) AD(       ) 3
 KM0378  NGVD 29 (07/19/86) 2095.5    (m)         6875.     (f) VERT ANG       
 KM0378
 KM0378.Superseded values are not recommended for survey control.
 KM0378
 KM0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0378.See file dsdata.pdf to determine how the superseded data were derived.
 KM0378
 KM0378_MARKER: DD = SURVEY DISK
 KM0378_SETTING: 66 = SET IN ROCK OUTCROP
 KM0378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0378+STABILITY: POSITION/ELEVATION WELL
 KM0378
 KM0378  HISTORY     - Date     Condition        Report By
 KM0378  HISTORY     - 1966     MONUMENTED       USGS
 KM0378
 KM0378                          STATION DESCRIPTION
 KM0378
 KM0378'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0378'LOCATED APPROXIMATELY 38 MI. SW. OF BONANZA, APPROXIMATELY 33 MI. S.
 KM0378'OF OURAY, ABOUT 5 MI. SW. OF JUNCTION OF WILLOW CREEK AND MAIN CANYON,
 KM0378'1 MI. W. OF AGENCY DRAW, ON NOSE OF RIDGE.
 KM0378'
 KM0378'STATION REACHED BY HELICOPTER.
 KM0378'
 KM0378'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---JEK 29 ET 1966---,
 KM0378'EMBEDDED IN ROCK.
 KM0378'
 KM0378'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0635 ***********************************************************************
 LN0635  DESIGNATION -  ET 3 JEK
 LN0635  PID         -  LN0635
 LN0635  STATE/COUNTY-  UT/UINTAH
 LN0635  COUNTRY     -  US
 LN0635  USGS QUAD   -  DINOSAUR NW (2017)
 LN0635
 LN0635                         *CURRENT SURVEY CONTROL
 LN0635  ______________________________________________________________________
 LN0635* NAD 83(1994) POSITION- 40 08 05.82028(N) 109 08 27.35119(W)   ADJUSTED
 LN0635* NAVD 88 ORTHO HEIGHT -  1687.7   (meters)     5537.    (feet) VERTCON3
 LN0635  ______________________________________________________________________
 LN0635  GEOID HEIGHT    -        -17.046 (meters)                     GEOID18
 LN0635  LAPLACE CORR    -          5.20  (seconds)                    DEFLEC18
 LN0635  HORZ ORDER      -  THIRD
 LN0635
 LN0635.The horizontal coordinates were established by classical geodetic methods
 LN0635.and adjusted by the National Geodetic Survey in November 1997.
 LN0635
 LN0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0635
 LN0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0635.GEOID18 height accuracy estimate available here.
 LN0635
 LN0635.Click photographs - Photos may exist for this station.
 LN0635
 LN0635.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0635
 LN0635. The following values were computed from the NAD 83(1994) position.
 LN0635
 LN0635;                    North         East     Units Scale Factor Converg.
 LN0635;SPC UT C     - 2,202,665.247   701,011.981   MT  0.99991249   +1 30 40.2
 LN0635;SPC UT C     - 7,226,577.56  2,299,903.47   sFT  0.99991249   +1 30 40.2
 LN0635;UTM  12      - 4,444,392.119   658,381.505   MT  0.99990880   +1 11 54.9
 LN0635
 LN0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0635!SPC UT C     -   0.99973798  x   0.99991249  =   0.99965049
 LN0635!UTM  12      -   0.99973798  x   0.99990880  =   0.99964681
 LN0635
 LN0635:                Primary Azimuth Mark                     Grid Az
 LN0635:SPC UT C     -  T8S R24E SECS 26 27 34 35                216 44 51.7
 LN0635:UTM  12      -  T8S R24E SECS 26 27 34 35                217 03 37.0
 LN0635
 LN0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK5838144392(NAD 83)
 LN0635
 LN0635|---------------------------------------------------------------------|
 LN0635| PID    Reference Object                     Distance      Geod. Az  |
 LN0635|                                                           dddmmss.s |
 LN0635| LN0634 T8S R24E SECS 26 27 34 35           APPROX. 6.9 KM 2181531.9 |
 LN0635|---------------------------------------------------------------------|
 LN0635
 LN0635                          SUPERSEDED SURVEY CONTROL
 LN0635
 LN0635  NAD 83(1993)-  40 08 05.80773(N)    109 08 27.33664(W) AD(       ) 3
 LN0635  NAD 83(1992)-  40 08 05.80243(N)    109 08 27.33680(W) AD(       ) 3
 LN0635  NAD 83(1986)-  40 08 05.80215(N)    109 08 27.33681(W) AD(       ) 3
 LN0635  NAD 27      -  40 08 05.92402(N)    109 08 24.90595(W) AD(       ) 3
 LN0635  NGVD 29 (07/19/86) 1686.5    (m)         5533.     (f) VERT ANG       
 LN0635
 LN0635.Superseded values are not recommended for survey control.
 LN0635
 LN0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0635.See file dsdata.pdf to determine how the superseded data were derived.
 LN0635
 LN0635_MARKER: DB = BENCH MARK DISK
 LN0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0635_STAMPING: JEK 3 ET 1966
 LN0635_MARK LOGO: USGS
 LN0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0635+STABILITY: SURFACE MOTION
 LN0635
 LN0635  HISTORY     - Date     Condition        Report By
 LN0635  HISTORY     - 1966     MONUMENTED       USGS
 LN0635
 LN0635                          STATION DESCRIPTION
 LN0635
 LN0635'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JEK)
 LN0635'LOCATED APPROXIMATELY 18 MI. W. OF RANGELY, COLORADO, 11 MI. SW. OF
 LN0635'DINOSAUR, COLORADO, APPROXIMATELY 0.25 MI. E. OF UTAH STATE HIGHWAY
 LN0635'45, ON A RIDGE OVERLOOKING COYOTE WASH.
 LN0635'
 LN0635'TO REACH FROM DINOSAUR, COLORADO, GO W. ON HIGHWAY 40 FOR 9.1 MI.,
 LN0635'TURN LEFT ONTO UTAH STATE HIGHWAY 45 AND GO 12 MI. TO DIM TRACK RD. ON
 LN0635'LEFT, PROCEED E. ON DIM TRACK RD. 1 MI. TO STATION.
 LN0635'
 LN0635'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---JEK 3 ET 1966---,
 LN0635'SET IN CONCRETE POST PROJECTING ABOUT 0.4 FT. ABOVE GROUND.
 LN0635'
 LN0635'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0374 ***********************************************************************
 KM0374  DESIGNATION -  ET 30 JEK
 KM0374  PID         -  KM0374
 KM0374  STATE/COUNTY-  UT/UINTAH
 KM0374  COUNTRY     -  US
 KM0374  USGS QUAD   -  AGENCY DRAW NE (2017)
 KM0374
 KM0374                         *CURRENT SURVEY CONTROL
 KM0374  ______________________________________________________________________
 KM0374* NAD 83(1994) POSITION- 39 37 30.61018(N) 109 31 17.04434(W)   ADJUSTED
 KM0374* NAVD 88 ORTHO HEIGHT -  1996.1   (meters)     6549.    (feet) VERTCON3
 KM0374  ______________________________________________________________________
 KM0374  GEOID HEIGHT    -        -17.229 (meters)                     GEOID18
 KM0374  LAPLACE CORR    -          0.57  (seconds)                    DEFLEC18
 KM0374  HORZ ORDER      -  THIRD
 KM0374
 KM0374.The horizontal coordinates were established by classical geodetic methods
 KM0374.and adjusted by the National Geodetic Survey in November 1997.
 KM0374
 KM0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0374
 KM0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0374.GEOID18 height accuracy estimate available here.
 KM0374
 KM0374.Click photographs - Photos may exist for this station.
 KM0374
 KM0374.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0374
 KM0374. The following values were computed from the NAD 83(1994) position.
 KM0374
 KM0374;                    North         East     Units Scale Factor Converg.
 KM0374;SPC UT C     - 2,145,296.378   669,850.475   MT  0.99990549   +1 16 02.8
 KM0374;SPC UT C     - 7,038,359.87  2,197,667.77   sFT  0.99990549   +1 16 02.8
 KM0374;UTM  12      - 4,387,200.481   626,902.795   MT  0.99979827   +0 56 35.2
 KM0374
 KM0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0374!SPC UT C     -   0.99968964  x   0.99990549  =   0.99959516
 KM0374!UTM  12      -   0.99968964  x   0.99979827  =   0.99948797
 KM0374
 KM0374:                Primary Azimuth Mark                     Grid Az
 KM0374:SPC UT C     -  WOOD                                     042 41 28.8
 KM0374:UTM  12      -  WOOD                                     043 00 56.4
 KM0374
 KM0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ2690287200(NAD 83)
 KM0374
 KM0374|---------------------------------------------------------------------|
 KM0374| PID    Reference Object                     Distance      Geod. Az  |
 KM0374|                                                           dddmmss.s |
 KM0374| KM0339 WOOD                                APPROX. 3.7 KM 0435731.6 |
 KM0374|---------------------------------------------------------------------|
 KM0374
 KM0374                          SUPERSEDED SURVEY CONTROL
 KM0374
 KM0374  NAD 83(1993)-  39 37 30.58723(N)    109 31 17.02446(W) AD(       ) 3
 KM0374  NAD 83(1992)-  39 37 30.58399(N)    109 31 17.02620(W) AD(       ) 3
 KM0374  NAD 83(1986)-  39 37 30.58325(N)    109 31 17.02593(W) AD(       ) 3
 KM0374  NAD 27      -  39 37 30.70693(N)    109 31 14.57343(W) AD(       ) 3
 KM0374  NGVD 29 (07/19/86) 1994.9    (m)         6545.     (f) VERT ANG       
 KM0374
 KM0374.Superseded values are not recommended for survey control.
 KM0374
 KM0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0374.See file dsdata.pdf to determine how the superseded data were derived.
 KM0374
 KM0374_MARKER: DD = SURVEY DISK
 KM0374_SETTING: 66 = SET IN ROCK OUTCROP
 KM0374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0374+STABILITY: POSITION/ELEVATION WELL
 KM0374
 KM0374  HISTORY     - Date     Condition        Report By
 KM0374  HISTORY     - 1966     MONUMENTED       USGS
 KM0374
 KM0374                          STATION DESCRIPTION
 KM0374
 KM0374'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0374'LOCATED APPROXIMATELY 35 MI. S. OF OURAY, 34 MI. SW. OF BONANZA, 0.3
 KM0374'MI. E. AND 2.8 MI. SE. OF JUNCTON OF MAIN CANYON AND WILLOW CREEK,
 KM0374'ON N. SIDE OF RIDGE OVERLOOKING MAIN CANYON.
 KM0374'
 KM0374'STATION REACHED BY HELICOPTER.
 KM0374'
 KM0374'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---JEK 30 ET 1966---,
 KM0374'EMBEDDED IN ROCK.
 KM0374'
 KM0374'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0382 ***********************************************************************
 KM0382  DESIGNATION -  ET 31 JEK
 KM0382  PID         -  KM0382
 KM0382  STATE/COUNTY-  UT/UINTAH
 KM0382  COUNTRY     -  US
 KM0382  USGS QUAD   -  DOG KNOLL (2017)
 KM0382
 KM0382                         *CURRENT SURVEY CONTROL
 KM0382  ______________________________________________________________________
 KM0382* NAD 83(1994) POSITION- 39 37 48.70158(N) 109 46 04.20240(W)   ADJUSTED
 KM0382* NAVD 88 ORTHO HEIGHT -  2101.0   (meters)     6893.    (feet) VERTCON3
 KM0382  ______________________________________________________________________
 KM0382  GEOID HEIGHT    -        -17.389 (meters)                     GEOID18
 KM0382  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 KM0382  HORZ ORDER      -  THIRD
 KM0382
 KM0382.The horizontal coordinates were established by classical geodetic methods
 KM0382.and adjusted by the National Geodetic Survey in November 1997.
 KM0382
 KM0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0382
 KM0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0382.GEOID18 height accuracy estimate available here.
 KM0382
 KM0382.Click photographs - Photos may exist for this station.
 KM0382
 KM0382.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0382
 KM0382. The following values were computed from the NAD 83(1994) position.
 KM0382
 KM0382;                    North         East     Units Scale Factor Converg.
 KM0382;SPC UT C     - 2,145,415.348   648,687.772   MT  0.99990518   +1 06 34.5
 KM0382;SPC UT C     - 7,038,750.19  2,128,236.47   sFT  0.99990518   +1 06 34.5
 KM0382;UTM  12      - 4,387,439.075   605,744.030   MT  0.99973767   +0 47 09.5
 KM0382
 KM0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0382!SPC UT C     -   0.99967322  x   0.99990518  =   0.99957843
 KM0382!UTM  12      -   0.99967322  x   0.99973767  =   0.99941097
 KM0382
 KM0382:                Primary Azimuth Mark                     Grid Az
 KM0382:SPC UT C     -  3 138 X                                  147 04 14.6
 KM0382:UTM  12      -  3 138 X                                  147 23 39.6
 KM0382
 KM0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ0574487439(NAD 83)
 KM0382
 KM0382|---------------------------------------------------------------------|
 KM0382| PID    Reference Object                     Distance      Geod. Az  |
 KM0382|                                                           dddmmss.s |
 KM0382| KM0377 3 138 X                             APPROX. 7.4 KM 1481049.1 |
 KM0382|---------------------------------------------------------------------|
 KM0382
 KM0382                          SUPERSEDED SURVEY CONTROL
 KM0382
 KM0382  NAD 83(1993)-  39 37 48.67431(N)    109 46 04.18177(W) AD(       ) 3
 KM0382  NAD 83(1986)-  39 37 48.67342(N)    109 46 04.18451(W) AD(       ) 3
 KM0382  NAD 27      -  39 37 48.79390(N)    109 46 01.69966(W) AD(       ) 3
 KM0382  NGVD 29 (07/19/86) 2099.8    (m)         6889.     (f) VERT ANG       
 KM0382
 KM0382.Superseded values are not recommended for survey control.
 KM0382
 KM0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0382.See file dsdata.pdf to determine how the superseded data were derived.
 KM0382
 KM0382_MARKER: DD = SURVEY DISK
 KM0382_SETTING: 66 = SET IN ROCK OUTCROP
 KM0382_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0382+STABILITY: POSITION/ELEVATION WELL
 KM0382
 KM0382  HISTORY     - Date     Condition        Report By
 KM0382  HISTORY     - 1966     MONUMENTED       USGS
 KM0382
 KM0382                          STATION DESCRIPTION
 KM0382
 KM0382'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0382'LOCATED 44 MI. SW. OF BONANZA, ABOUT 32 MI. S. OF OURAY, 1 MI. W. OF
 KM0382'HILL CREEK, IN A CLEARING 1 MI. N. OF HORSESHOE CANYON.
 KM0382'
 KM0382'STATION REACHED BY HELICOPTER.
 KM0382'
 KM0382'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---JEK 31 ET 1966---,
 KM0382'EMBEDDED IN ROCK.
 KM0382'
 KM0382'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0348 ***********************************************************************
 KM0348  DESIGNATION -  ET 33 JEK
 KM0348  PID         -  KM0348
 KM0348  STATE/COUNTY-  UT/UINTAH
 KM0348  COUNTRY     -  US
 KM0348  USGS QUAD   -  SAN ARROYO RIDGE (2017)
 KM0348
 KM0348                         *CURRENT SURVEY CONTROL
 KM0348  ______________________________________________________________________
 KM0348* NAD 83(1994) POSITION- 39 29 38.22917(N) 109 08 00.99221(W)   ADJUSTED
 KM0348* NAVD 88 ORTHO HEIGHT -  2426.6   (meters)     7961.    (feet) VERTCON3
 KM0348  ______________________________________________________________________
 KM0348  GEOID HEIGHT    -        -16.552 (meters)                     GEOID18
 KM0348  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 KM0348  HORZ ORDER      -  THIRD
 KM0348
 KM0348.The horizontal coordinates were established by classical geodetic methods
 KM0348.and adjusted by the National Geodetic Survey in November 1997.
 KM0348
 KM0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0348
 KM0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0348.GEOID18 height accuracy estimate available here.
 KM0348
 KM0348.Click photographs - Photos may exist for this station.
 KM0348
 KM0348.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0348
 KM0348. The following values were computed from the NAD 83(1994) position.
 KM0348
 KM0348;                    North         East     Units Scale Factor Converg.
 KM0348;SPC UT C     - 2,131,542.817   703,518.268   MT  0.99991643   +1 30 57.1
 KM0348;SPC UT C     - 6,993,236.73  2,308,126.18   sFT  0.99991643   +1 30 57.1
 KM0348;UTM  12      - 4,373,256.148   660,489.853   MT  0.99991713   +1 11 14.2
 KM0348
 KM0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0348!SPC UT C     -   0.99962203  x   0.99991643  =   0.99953849
 KM0348!UTM  12      -   0.99962203  x   0.99991713  =   0.99953919
 KM0348
 KM0348:                Primary Azimuth Mark                     Grid Az
 KM0348:SPC UT C     -  3 182 B                                  288 26 08.6
 KM0348:UTM  12      -  3 182 B                                  288 45 51.5
 KM0348
 KM0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ6048973256(NAD 83)
 KM0348
 KM0348|---------------------------------------------------------------------|
 KM0348| PID    Reference Object                     Distance      Geod. Az  |
 KM0348|                                                           dddmmss.s |
 KM0348| KM0329 3 182 B                             APPROX. 2.9 KM 2895705.7 |
 KM0348|---------------------------------------------------------------------|
 KM0348
 KM0348                          SUPERSEDED SURVEY CONTROL
 KM0348
 KM0348  NAD 83(1992)-  39 29 38.21699(N)    109 08 00.97966(W) AD(       ) 3
 KM0348  NAD 83(1986)-  39 29 38.19679(N)    109 08 00.95094(W) AD(       ) 3
 KM0348  NAD 27      -  39 29 38.30481(N)    109 07 58.57550(W) AD(       ) 3
 KM0348  NGVD 29 (07/19/86) 2425.3    (m)         7957.     (f) VERT ANG       
 KM0348
 KM0348.Superseded values are not recommended for survey control.
 KM0348
 KM0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0348.See file dsdata.pdf to determine how the superseded data were derived.
 KM0348
 KM0348_MARKER: DD = SURVEY DISK
 KM0348_SETTING: 66 = SET IN ROCK OUTCROP
 KM0348_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0348+STABILITY: POSITION/ELEVATION WELL
 KM0348
 KM0348  HISTORY     - Date     Condition        Report By
 KM0348  HISTORY     - 1966     MONUMENTED       USGS
 KM0348
 KM0348                          STATION DESCRIPTION
 KM0348
 KM0348'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0348'LOCATED ABOUT 23.5 MI. NW. OF MACK, COLORADO, 4.5 MI. W. OF
 KM0348'UTAH-COLORADO BORDER, ON A BRUSH COVERED RIDGE ON OR NEAR
 KM0348'UINTAH-GRAND COUNTY LINE.
 KM0348'
 KM0348'STATION REACHED BY HELICOPTER.
 KM0348'
 KM0348'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---JEK 33 ET 1966---,
 KM0348'CEMENTED IN DRILL HOLE IN TOP OF SANDSTONE ROCK IN PLACE.
 KM0348'
 KM0348'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0356 ***********************************************************************
 KM0356  DESIGNATION -  ET 34 JEK
 KM0356  PID         -  KM0356
 KM0356  STATE/COUNTY-  UT/UINTAH
 KM0356  COUNTRY     -  US
 KM0356  USGS QUAD   -  P R SPRING (2017)
 KM0356
 KM0356                         *CURRENT SURVEY CONTROL
 KM0356  ______________________________________________________________________
 KM0356* NAD 83(1994) POSITION- 39 29 44.50358(N) 109 15 58.41750(W)   ADJUSTED
 KM0356* NAVD 88 ORTHO HEIGHT -  2439.2   (meters)     8003.    (feet) VERTCON3
 KM0356  ______________________________________________________________________
 KM0356  GEOID HEIGHT    -        -16.682 (meters)                     GEOID18
 KM0356  LAPLACE CORR    -          2.37  (seconds)                    DEFLEC18
 KM0356  HORZ ORDER      -  THIRD
 KM0356
 KM0356.The horizontal coordinates were established by classical geodetic methods
 KM0356.and adjusted by the National Geodetic Survey in November 1997.
 KM0356
 KM0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0356
 KM0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0356.GEOID18 height accuracy estimate available here.
 KM0356
 KM0356.Click photographs - Photos may exist for this station.
 KM0356
 KM0356.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0356
 KM0356. The following values were computed from the NAD 83(1994) position.
 KM0356
 KM0356;                    North         East     Units Scale Factor Converg.
 KM0356;SPC UT C     - 2,131,442.942   692,110.234   MT  0.99991625   +1 25 51.3
 KM0356;SPC UT C     - 6,992,909.05  2,270,698.33   sFT  0.99991625   +1 25 51.3
 KM0356;UTM  12      - 4,373,221.640   649,081.676   MT  0.99987364   +1 06 10.5
 KM0356
 KM0356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0356!SPC UT C     -   0.99962009  x   0.99991625  =   0.99953637
 KM0356!UTM  12      -   0.99962009  x   0.99987364  =   0.99949377
 KM0356
 KM0356:                Primary Azimuth Mark                     Grid Az
 KM0356:SPC UT C     -  HORN                                     245 20 21.5
 KM0356:UTM  12      -  HORN                                     245 40 02.3
 KM0356
 KM0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ4908173221(NAD 83)
 KM0356
 KM0356|---------------------------------------------------------------------|
 KM0356| PID    Reference Object                     Distance      Geod. Az  |
 KM0356|                                                           dddmmss.s |
 KM0356| KM0355 HORN                                APPROX. 4.0 KM 2464612.8 |
 KM0356|---------------------------------------------------------------------|
 KM0356
 KM0356                          SUPERSEDED SURVEY CONTROL
 KM0356
 KM0356  NAD 83(1992)-  39 29 44.48296(N)    109 15 58.40389(W) AD(       ) 3
 KM0356  NAD 83(1986)-  39 29 44.47797(N)    109 15 58.38140(W) AD(       ) 3
 KM0356  NAD 27      -  39 29 44.58516(N)    109 15 55.97122(W) AD(       ) 3
 KM0356  NGVD 29 (07/19/86) 2437.8    (m)         7998.     (f) VERT ANG       
 KM0356
 KM0356.Superseded values are not recommended for survey control.
 KM0356
 KM0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0356.See file dsdata.pdf to determine how the superseded data were derived.
 KM0356
 KM0356_MARKER: DD = SURVEY DISK
 KM0356_SETTING: 66 = SET IN ROCK OUTCROP
 KM0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0356+STABILITY: POSITION/ELEVATION WELL
 KM0356
 KM0356  HISTORY     - Date     Condition        Report By
 KM0356  HISTORY     - 1966     MONUMENTED       USGS
 KM0356
 KM0356                          STATION DESCRIPTION
 KM0356
 KM0356'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0356'LOCATED ABOUT 28.2 MI. NW. OF MACK, 11.4 MI. W. OF THE
 KM0356'COLORADO-UTAH STATE LINE, ON A N-S. RIDGE ON THE N. SIDE OF THE MAIN
 KM0356'DIVIDE.
 KM0356'
 KM0356'TO REACH FROM THE POST OFFICE IN MACK, DRIVE W. ON U.S. 6 AND 50 FOR
 KM0356'15.2 MI. TO A RD. INTERSECTION N., TURN RIGHT ON DIRT RD. FOR 5.0 MI.
 KM0356'TO A T-RD., TURN LEFT FOR 0.4 MI. TO A RD. FORK, TURN RIGHT FOR 5.4
 KM0356'MI. TO A MAIN RD. JUNCTION, TURN RIGHT ON RD. UP EAST CANYON FOR 13.7
 KM0356'MI. TO TOP OF MAIN RIDGE AND RD. INTERSECTION, TURN LEFT ON MAIN RIDGE
 KM0356'RD. FOR 5.4 MI. TO A T-RD. INTERSECTION, TURN RIGHT FOR 1.1 MI. TO A
 KM0356'RD. FORK, TAKE LEFT FORK AND GO 2.4 MI. TO STATION, ABOUT 100 FT. W.
 KM0356'OF THE RD.
 KM0356'
 KM0356'STATION MARK--USGS ALUMINUM TABLET, STAMPED ---JEK 34 ET 1966---, SET
 KM0356'IN A ROCK PROJECTING 0.3 FT. ABOVE GROUND.
 KM0356'
 KM0356'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0337 ***********************************************************************
 KM0337  DESIGNATION -  ET 35 JEK
 KM0337  PID         -  KM0337
 KM0337  STATE/COUNTY-  UT/UINTAH
 KM0337  COUNTRY     -  US
 KM0337  USGS QUAD   -  SEEP CANYON (2017)
 KM0337
 KM0337                         *CURRENT SURVEY CONTROL
 KM0337  ______________________________________________________________________
 KM0337* NAD 83(1994) POSITION- 39 30 29.82971(N) 109 22 13.41833(W)   ADJUSTED
 KM0337* NAVD 88 ORTHO HEIGHT -  2320.2   (meters)     7612.    (feet) VERTCON3
 KM0337  ______________________________________________________________________
 KM0337  GEOID HEIGHT    -        -16.817 (meters)                     GEOID18
 KM0337  LAPLACE CORR    -          3.82  (seconds)                    DEFLEC18
 KM0337  HORZ ORDER      -  THIRD
 KM0337
 KM0337.The horizontal coordinates were established by classical geodetic methods
 KM0337.and adjusted by the National Geodetic Survey in November 1997.
 KM0337
 KM0337.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0337
 KM0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0337.GEOID18 height accuracy estimate available here.
 KM0337
 KM0337.Click photographs - Photos may exist for this station.
 KM0337
 KM0337.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0337
 KM0337. The following values were computed from the NAD 83(1994) position.
 KM0337
 KM0337;                    North         East     Units Scale Factor Converg.
 KM0337;SPC UT C     - 2,132,621.782   683,120.070   MT  0.99991498   +1 21 51.0
 KM0337;SPC UT C     - 6,996,776.63  2,241,203.10   sFT  0.99991498   +1 21 51.0
 KM0337;UTM  12      - 4,374,451.796   640,098.922   MT  0.99984166   +1 02 12.9
 KM0337
 KM0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0337!SPC UT C     -   0.99963875  x   0.99991498  =   0.99955376
 KM0337!UTM  12      -   0.99963875  x   0.99984166  =   0.99948047
 KM0337
 KM0337:                Primary Azimuth Mark                     Grid Az
 KM0337:SPC UT C     -  HORN                                     117 41 38.0
 KM0337:UTM  12      -  HORN                                     118 01 16.1
 KM0337
 KM0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ4009874451(NAD 83)
 KM0337
 KM0337|---------------------------------------------------------------------|
 KM0337| PID    Reference Object                     Distance      Geod. Az  |
 KM0337|                                                           dddmmss.s |
 KM0337| KM0355 HORN                                APPROX. 6.1 KM 1190329.0 |
 KM0337|---------------------------------------------------------------------|
 KM0337
 KM0337                          SUPERSEDED SURVEY CONTROL
 KM0337
 KM0337  NAD 83(1993)-  39 30 29.80500(N)    109 22 13.40392(W) AD(       ) 3
 KM0337  NAD 83(1992)-  39 30 29.80511(N)    109 22 13.40418(W) AD(       ) 3
 KM0337  NAD 83(1986)-  39 30 29.80367(N)    109 22 13.38674(W) AD(       ) 3
 KM0337  NAD 27      -  39 30 29.91910(N)    109 22 10.95641(W) AD(       ) 3
 KM0337  NGVD 29 (07/19/86) 2318.9    (m)         7608.     (f) VERT ANG       
 KM0337
 KM0337.Superseded values are not recommended for survey control.
 KM0337
 KM0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0337.See file dsdata.pdf to determine how the superseded data were derived.
 KM0337
 KM0337_MARKER: DD = SURVEY DISK
 KM0337_SETTING: 80 = SET IN A BOULDER
 KM0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0337+STABILITY: SURFACE MOTION
 KM0337
 KM0337  HISTORY     - Date     Condition        Report By
 KM0337  HISTORY     - 1966     MONUMENTED       USGS
 KM0337
 KM0337                          STATION DESCRIPTION
 KM0337
 KM0337'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0337'LOCATED ABOUT 23 MI. SW. OF DRAGON, ABOUT 17 MI. FROM THE COLORADO
 KM0337'STATE LINE, ABOUT 1.5 MI. E. OF MAIN CANYON, ON A CLEAR ROUNDED TOP.
 KM0337'
 KM0337'TO REACH FROM RAINBOW, GO S. ON RD. 21 MI. TO Y-RD. INTERSECTION,
 KM0337'TURN LEFT AND FOLLOW RD. 15.5 MI. TO A DIM RD. LEADING RIGHT, FOLLOW
 KM0337'DIM RD. 1.4 MI. TO STATION.
 KM0337'
 KM0337'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---JEK 35 ET 1966---,
 KM0337'EMBEDDED IN BOULDER LEVEL WITH THE GROUND.
 KM0337'
 KM0337'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0641 ***********************************************************************
 LN0641  DESIGNATION -  ET 5 JEK
 LN0641  PID         -  LN0641
 LN0641  STATE/COUNTY-  UT/UINTAH
 LN0641  COUNTRY     -  US
 LN0641  USGS QUAD   -  RED WASH NW (2017)
 LN0641
 LN0641                         *CURRENT SURVEY CONTROL
 LN0641  ______________________________________________________________________
 LN0641* NAD 83(1994) POSITION- 40 07 46.16298(N) 109 22 34.01701(W)   ADJUSTED
 LN0641* NAVD 88 ORTHO HEIGHT -  1627.6   (meters)     5340.    (feet) VERTCON3
 LN0641  ______________________________________________________________________
 LN0641  GEOID HEIGHT    -        -17.690 (meters)                     GEOID18
 LN0641  LAPLACE CORR    -          6.09  (seconds)                    DEFLEC18
 LN0641  HORZ ORDER      -  THIRD
 LN0641
 LN0641.The horizontal coordinates were established by classical geodetic methods
 LN0641.and adjusted by the National Geodetic Survey in November 1997.
 LN0641
 LN0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0641
 LN0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0641.GEOID18 height accuracy estimate available here.
 LN0641
 LN0641.Click photographs - Photos may exist for this station.
 LN0641
 LN0641.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0641
 LN0641. The following values were computed from the NAD 83(1994) position.
 LN0641
 LN0641;                    North         East     Units Scale Factor Converg.
 LN0641;SPC UT C     - 2,201,556.965   680,990.670   MT  0.99991200   +1 21 37.9
 LN0641;SPC UT C     - 7,222,941.48  2,234,216.89   sFT  0.99991200   +1 21 37.9
 LN0641;UTM  12      - 4,443,393.324   638,355.253   MT  0.99983565   +1 02 48.4
 LN0641
 LN0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0641!SPC UT C     -   0.99974751  x   0.99991200  =   0.99965953
 LN0641!UTM  12      -   0.99974751  x   0.99983565  =   0.99958320
 LN0641
 LN0641:                Primary Azimuth Mark                     Grid Az
 LN0641:SPC UT C     -  ET 1 JEK                                 029 05 54.7
 LN0641:UTM  12      -  ET 1 JEK                                 029 24 44.2
 LN0641
 LN0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK3835543393(NAD 83)
 LN0641
 LN0641|---------------------------------------------------------------------|
 LN0641| PID    Reference Object                     Distance      Geod. Az  |
 LN0641|                                                           dddmmss.s |
 LN0641| LN0639 ET 1 JEK                            APPROX. 7.0 KM 0302732.6 |
 LN0641|---------------------------------------------------------------------|
 LN0641
 LN0641                          SUPERSEDED SURVEY CONTROL
 LN0641
 LN0641  NAD 83(1993)-  40 07 46.15460(N)    109 22 34.00910(W) AD(       ) 3
 LN0641  NAD 83(1992)-  40 07 46.14530(N)    109 22 34.00143(W) AD(       ) 3
 LN0641  NAD 83(1986)-  40 07 46.14528(N)    109 22 34.00152(W) AD(       ) 3
 LN0641  NAD 27      -  40 07 46.27355(N)    109 22 31.54356(W) AD(       ) 3
 LN0641  NGVD 29 (07/19/86) 1626.4    (m)         5336.     (f) VERT ANG       
 LN0641
 LN0641.Superseded values are not recommended for survey control.
 LN0641
 LN0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0641.See file dsdata.pdf to determine how the superseded data were derived.
 LN0641
 LN0641_MARKER: DD = SURVEY DISK
 LN0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0641_STAMPING: JEK 5 ET 1966
 LN0641_MARK LOGO: USGS
 LN0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0641+STABILITY: SURFACE MOTION
 LN0641
 LN0641  HISTORY     - Date     Condition        Report By
 LN0641  HISTORY     - 1966     MONUMENTED       USGS
 LN0641
 LN0641                          STATION DESCRIPTION
 LN0641
 LN0641'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JEK)
 LN0641'LOCATED ABOUT 15 MI. S. OF JENSEN, ABOUT 13 MI. NW. OF BONANZA, ABOUT
 LN0641'6 MI. SW. OF OIL COMPANY HEADQUARTERS AT RED WASH, ABOUT 200 FT. S.
 LN0641'OF THE RD. TO OURAY, ON A SAND COVERED RIDGE.
 LN0641'
 LN0641'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND UTAH 45, GO S. ON
 LN0641'HIGHWAY 45 FOR 2.6 MI. TO A FORK, TURN RIGHT AND GO 9.4 MI. TO A FORK
 LN0641'JUST BEFORE OIL COMPANY HEADQUARTERS, TURN LEFT AND GO 2.1 MI. TO
 LN0641'STATION ---JEK 1 ET---, CONTINUE 0.1 MI. TO RD. FORK AND SIGN ---GLEN
 LN0641'BENCH AND OURAY 27---, TURN LEFT AND STAYING ON MAIN TRAVELED RD. FOR
 LN0641'5.2 MI. AND STATION MARK ON LEFT.  STATION IS ABOUT 200 FT. S. OF RD.
 LN0641'ON A SMALL TOP.
 LN0641'
 LN0641'STATION MARK--AN ALUMINUM TABLET, STAMPED ---JEK 5 ET 1966---, SET
 LN0641'IN CONCRETE POST PROJECTING ABOUT 0.4 FT.
 LN0641'
 LN0641'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1052 ***********************************************************************
 LO1052  DESIGNATION -  ET 51
 LO1052  PID         -  LO1052
 LO1052  STATE/COUNTY-  UT/DUCHESNE
 LO1052  COUNTRY     -  US
 LO1052  USGS QUAD   -  GARFIELD BASIN (2017)
 LO1052
 LO1052                         *CURRENT SURVEY CONTROL
 LO1052  ______________________________________________________________________
 LO1052* NAD 83(1994) POSITION- 40 38 18.29614(N) 110 27 53.62277(W)   ADJUSTED
 LO1052* NAVD 88 ORTHO HEIGHT -  3413.3   (meters)    11198.    (feet) VERTCON3
 LO1052  ______________________________________________________________________
 LO1052  GEOID HEIGHT    -        -12.486 (meters)                     GEOID18
 LO1052  LAPLACE CORR    -         -6.70  (seconds)                    DEFLEC18
 LO1052  HORZ ORDER      -  THIRD
 LO1052
 LO1052.The horizontal coordinates were established by classical geodetic methods
 LO1052.and adjusted by the National Geodetic Survey in November 1997.
 LO1052
 LO1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1052
 LO1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1052.GEOID18 height accuracy estimate available here.
 LO1052
 LO1052.Click photographs - Photos may exist for this station.
 LO1052
 LO1052.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1052
 LO1052. The following values were computed from the NAD 83(1994) position.
 LO1052
 LO1052;                    North         East     Units Scale Factor Converg.
 LO1052;SPC UT C     - 2,256,423.890   587,560.718   MT  0.99999714   +0 39 47.0
 LO1052;SPC UT C     - 7,402,950.71  1,927,688.79   sFT  0.99999714   +0 39 47.0
 LO1052;UTM  12      - 4,498,756.640   545,248.271   MT  0.99962520   +0 20 54.6
 LO1052
 LO1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1052!SPC UT C     -   0.99946682  x   0.99999714  =   0.99946396
 LO1052!UTM  12      -   0.99946682  x   0.99962520  =   0.99909222
 LO1052
 LO1052:                Primary Azimuth Mark                     Grid Az
 LO1052:SPC UT C     -  TP ET 50                                 238 19 57.4
 LO1052:UTM  12      -  TP ET 50                                 238 38 49.8
 LO1052
 LO1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK4524898756(NAD 83)
 LO1052
 LO1052|---------------------------------------------------------------------|
 LO1052| PID    Reference Object                     Distance      Geod. Az  |
 LO1052|                                                           dddmmss.s |
 LO1052| LO1048 TP ET 50                            APPROX. 3.0 KM 2385944.4 |
 LO1052|---------------------------------------------------------------------|
 LO1052
 LO1052                          SUPERSEDED SURVEY CONTROL
 LO1052
 LO1052  NAD 83(1993)-  40 38 18.29568(N)    110 27 53.62238(W) AD(       ) 3
 LO1052  NAD 83(1986)-  40 38 18.27872(N)    110 27 53.61064(W) AD(       ) 3
 LO1052  NAD 27      -  40 38 18.47871(N)    110 27 51.02455(W) AD(       ) 3
 LO1052  NGVD 29 (07/19/86) 3411.6    (m)        11193.     (f) VERT ANG       
 LO1052
 LO1052.Superseded values are not recommended for survey control.
 LO1052
 LO1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1052.See file dsdata.pdf to determine how the superseded data were derived.
 LO1052
 LO1052_MARKER: DD = SURVEY DISK
 LO1052_SETTING: 66 = SET IN ROCK OUTCROP
 LO1052_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO1052+STABILITY: POSITION/ELEVATION WELL
 LO1052
 LO1052  HISTORY     - Date     Condition        Report By
 LO1052  HISTORY     - 1965     MONUMENTED       USGS
 LO1052
 LO1052                          STATION DESCRIPTION
 LO1052
 LO1052'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 LO1052'LOCATED ABOUT 10 MI. (AIRLINE) NW. OF YELLOWSTONE CAMP, ABOUT 5.5 MI.
 LO1052'N. OF MOON LAKE, ON A SMALL TOP THAT LIES ON AN E-W. RIDGE.
 LO1052'
 LO1052'STATION REACHED BY HELICOPTER.
 LO1052'
 LO1052'STATION MARK--STANDARD TABLET, STAMPED ---ET 51 1965---, CEMENTED IN
 LO1052'THE TOP OF A LARGE FLAT ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1117 ***********************************************************************
 LO1117  DESIGNATION -  ET 52
 LO1117  PID         -  LO1117
 LO1117  STATE/COUNTY-  UT/DUCHESNE
 LO1117  COUNTRY     -  US
 LO1117  USGS QUAD   -  OWEEP CREEK (2017)
 LO1117
 LO1117                         *CURRENT SURVEY CONTROL
 LO1117  ______________________________________________________________________
 LO1117* NAD 83(1994) POSITION- 40 41 28.01524(N) 110 30 08.61268(W)   ADJUSTED
 LO1117* NAVD 88 ORTHO HEIGHT -  3738.7   (meters)    12266.    (feet) VERTCON3
 LO1117  ______________________________________________________________________
 LO1117  GEOID HEIGHT    -        -11.911 (meters)                     GEOID18
 LO1117  LAPLACE CORR    -          4.62  (seconds)                    DEFLEC18
 LO1117  HORZ ORDER      -  THIRD
 LO1117
 LO1117.The horizontal coordinates were established by classical geodetic methods
 LO1117.and adjusted by the National Geodetic Survey in November 1997.
 LO1117
 LO1117.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1117
 LO1117.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1117.GEOID18 height accuracy estimate available here.
 LO1117
 LO1117.Click photographs - Photos may exist for this station.
 LO1117
 LO1117.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1117
 LO1117. The following values were computed from the NAD 83(1994) position.
 LO1117
 LO1117;                    North         East     Units Scale Factor Converg.
 LO1117;SPC UT C     - 2,262,239.677   584,323.649   MT  1.00001049   +0 38 20.6
 LO1117;SPC UT C     - 7,422,031.34  1,917,068.51   sFT  1.00001049   +0 38 20.6
 LO1117;UTM  12      - 4,504,587.893   542,044.401   MT  0.99962176   +0 19 28.0
 LO1117
 LO1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1117!SPC UT C     -   0.99941574  x   1.00001049  =   0.99942623
 LO1117!UTM  12      -   0.99941574  x   0.99962176  =   0.99903772
 LO1117
 LO1117:                Primary Azimuth Mark                     Grid Az
 LO1117:SPC UT C     -  STONE                                    355 56 57.7
 LO1117:UTM  12      -  STONE                                    356 15 50.3
 LO1117
 LO1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL4204404587(NAD 83)
 LO1117
 LO1117|---------------------------------------------------------------------|
 LO1117| PID    Reference Object                     Distance      Geod. Az  |
 LO1117|                                                           dddmmss.s |
 LO1117| LO1118 STONE                               APPROX. 4.7 KM 3563518.3 |
 LO1117|---------------------------------------------------------------------|
 LO1117
 LO1117                          SUPERSEDED SURVEY CONTROL
 LO1117
 LO1117  NAD 83(1993)-  40 41 28.01484(N)    110 30 08.61237(W) AD(       ) 3
 LO1117  NAD 83(1986)-  40 41 27.99866(N)    110 30 08.60075(W) AD(       ) 3
 LO1117  NAD 27      -  40 41 28.20081(N)    110 30 06.00838(W) AD(       ) 3
 LO1117  NGVD 29 (07/19/86) 3736.9    (m)        12260.     (f) VERT ANG       
 LO1117
 LO1117.Superseded values are not recommended for survey control.
 LO1117
 LO1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1117.See file dsdata.pdf to determine how the superseded data were derived.
 LO1117
 LO1117_MARKER: DD = SURVEY DISK
 LO1117_SETTING: 66 = SET IN ROCK OUTCROP
 LO1117_STAMPING: ET-52 1965
 LO1117_MARK LOGO: USGS
 LO1117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO1117+STABILITY: POSITION/ELEVATION WELL
 LO1117
 LO1117  HISTORY     - Date     Condition        Report By
 LO1117  HISTORY     - 1965     MONUMENTED       USGS
 LO1117
 LO1117                          STATION DESCRIPTION
 LO1117
 LO1117'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 LO1117'LOCATED APPROXIMATELY 9 MI. N. OF MOON LAKE GUARD STATION, 1 MI. WSW.
 LO1117'OF BLUEBELL LAKE, APPROXIMATELY 150 YDS. N. OF THE S. RIM OF A LARGE
 LO1117'OPEN, ROCKY, FLAT TOP THAT SLOPES UP TO THE N.
 LO1117'
 LO1117'STATION REACHED BY HELICOPTER.
 LO1117'
 LO1117'STATION MARK--STANDARD TABLET, STAMPED ---ET 52 1965---, WEDGED IN
 LO1117'DRILL HOLE IN TOP OF A 2 X 3 FT. TRIANGLE SHAPE ROCK 1 FT. THICK.
 LO1117'
 LO1117'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1110 ***********************************************************************
 LO1110  DESIGNATION -  ET 57
 LO1110  PID         -  LO1110
 LO1110  STATE/COUNTY-  UT/SUMMIT
 LO1110  COUNTRY     -  US
 LO1110  USGS QUAD   -  MOUNT LOVENIA (2017)
 LO1110
 LO1110                         *CURRENT SURVEY CONTROL
 LO1110  ______________________________________________________________________
 LO1110* NAD 83(1994) POSITION- 40 45 50.28976(N) 110 30 57.22536(W)   ADJUSTED
 LO1110* NAVD 88 ORTHO HEIGHT -  3821.3   (meters)    12537.    (feet) VERTCON3
 LO1110  ______________________________________________________________________
 LO1110  GEOID HEIGHT    -        -11.589 (meters)                     GEOID18
 LO1110  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 LO1110  HORZ ORDER      -  THIRD
 LO1110
 LO1110.The horizontal coordinates were established by classical geodetic methods
 LO1110.and adjusted by the National Geodetic Survey in November 1997.
 LO1110
 LO1110.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1110
 LO1110.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1110.GEOID18 height accuracy estimate available here.
 LO1110
 LO1110.Click photographs - Photos may exist for this station.
 LO1110
 LO1110.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1110
 LO1110. The following values were computed from the NAD 83(1994) position.
 LO1110
 LO1110;                    North         East     Units Scale Factor Converg.
 LO1110;SPC UT N     - 1,048,292.177   583,090.057   MT  0.99999270   +0 38 55.9
 LO1110;SPC UT N     - 3,439,271.92  1,913,021.30   sFT  0.99999270   +0 38 55.9
 LO1110;UTM  12      - 4,512,668.670   540,858.859   MT  0.99962055   +0 18 58.0
 LO1110
 LO1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1110!SPC UT N     -   0.99940275  x   0.99999270  =   0.99939545
 LO1110!UTM  12      -   0.99940275  x   0.99962055  =   0.99902353
 LO1110
 LO1110:                Primary Azimuth Mark                     Grid Az
 LO1110:SPC UT N     -  LO1060                                   041 07 14.9
 LO1110:UTM  12      -  LO1060                                   041 27 12.8
 LO1110
 LO1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL4085812668(NAD 83)
 LO1110
 LO1110|---------------------------------------------------------------------|
 LO1110| PID    Reference Object                     Distance      Geod. Az  |
 LO1110|                                                           dddmmss.s |
 LO1110| LO1060 LO1060                              APPROX. 3.2 KM 0414610.8 |
 LO1110|---------------------------------------------------------------------|
 LO1110
 LO1110                          SUPERSEDED SURVEY CONTROL
 LO1110
 LO1110  NAD 83(1993)-  40 45 50.28942(N)    110 30 57.22506(W) AD(       ) 3
 LO1110  NAD 83(1986)-  40 45 50.27314(N)    110 30 57.21317(W) AD(       ) 3
 LO1110  NAD 27      -  40 45 50.46456(N)    110 30 54.61550(W) AD(       ) 3
 LO1110  NGVD 29 (07/19/86) 3819.5    (m)        12531.     (f) VERT ANG       
 LO1110
 LO1110.Superseded values are not recommended for survey control.
 LO1110
 LO1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1110.See file dsdata.pdf to determine how the superseded data were derived.
 LO1110
 LO1110_MARKER: DD = SURVEY DISK
 LO1110_SETTING: 66 = SET IN ROCK OUTCROP
 LO1110_STAMPING: ET-57 1965
 LO1110_MARK LOGO: USGS
 LO1110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO1110+STABILITY: POSITION/ELEVATION WELL
 LO1110
 LO1110  HISTORY     - Date     Condition        Report By
 LO1110  HISTORY     - 1965     MONUMENTED       USGS
 LO1110
 LO1110                          STATION DESCRIPTION
 LO1110
 LO1110'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 LO1110'LOCATED ABOUT 43 MI. (AIRLINE) NW. OF ROOSEVELT, ABOUT 42 MI. N. OF
 LO1110'DUCHESNE, ON A PROMINENT FLAT RIDGE ON THE DIVIDE BETWEEN SUMMIT
 LO1110'COUNTY AND DUCHESNE COUNTY, NEAR THE N. RIM AND ABOUT MIDWAY ALONG
 LO1110'THE RIDGE.
 LO1110'
 LO1110'STATION REACHED BY HELICOPTER.
 LO1110'
 LO1110'STATION MARK--STANDARD TABLET, STAMPED ---ET 57 1965---, SET IN A
 LO1110'DRILL HOLE IN BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1109 ***********************************************************************
 LO1109  DESIGNATION -  ET 59
 LO1109  PID         -  LO1109
 LO1109  STATE/COUNTY-  UT/SUMMIT
 LO1109  COUNTRY     -  US
 LO1109  USGS QUAD   -  MOUNT LOVENIA (2017)
 LO1109
 LO1109                         *CURRENT SURVEY CONTROL
 LO1109  ______________________________________________________________________
 LO1109* NAD 83(1994) POSITION- 40 51 57.13811(N) 110 30 04.34370(W)   ADJUSTED
 LO1109* NAVD 88 ORTHO HEIGHT -  3591.0   (meters)    11781.    (feet) VERTCON3
 LO1109  ______________________________________________________________________
 LO1109  GEOID HEIGHT    -        -11.821 (meters)                     GEOID18
 LO1109  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 LO1109  HORZ ORDER      -  THIRD
 LO1109
 LO1109.The horizontal coordinates were established by classical geodetic methods
 LO1109.and adjusted by the National Geodetic Survey in November 1997.
 LO1109
 LO1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1109
 LO1109.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1109.GEOID18 height accuracy estimate available here.
 LO1109
 LO1109.Click photographs - Photos may exist for this station.
 LO1109
 LO1109.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1109
 LO1109. The following values were computed from the NAD 83(1994) position.
 LO1109
 LO1109;                    North         East     Units Scale Factor Converg.
 LO1109;SPC UT N     - 1,059,621.705   584,200.191   MT  0.99997927   +0 39 30.8
 LO1109;SPC UT N     - 3,476,442.21  1,916,663.46   sFT  0.99997927   +0 39 30.8
 LO1109;UTM  12      - 4,523,987.437   542,034.292   MT  0.99962175   +0 19 34.9
 LO1109
 LO1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1109!SPC UT N     -   0.99943887  x   0.99997927  =   0.99941815
 LO1109!UTM  12      -   0.99943887  x   0.99962175  =   0.99906083
 LO1109
 LO1109:                Primary Azimuth Mark                     Grid Az
 LO1109:SPC UT N     -  VA 11394                                 250 54 36.5
 LO1109:UTM  12      -  VA 11394                                 251 14 32.4
 LO1109
 LO1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL4203423987(NAD 83)
 LO1109
 LO1109|---------------------------------------------------------------------|
 LO1109| PID    Reference Object                     Distance      Geod. Az  |
 LO1109|                                                           dddmmss.s |
 LO1109| LO1111 VA 11394                            APPROX. 6.6 KM 2513407.3 |
 LO1109|---------------------------------------------------------------------|
 LO1109
 LO1109                          SUPERSEDED SURVEY CONTROL
 LO1109
 LO1109  NAD 83(1993)-  40 51 57.13783(N)    110 30 04.34365(W) AD(       ) 3
 LO1109  NAD 83(1986)-  40 51 57.12084(N)    110 30 04.33217(W) AD(       ) 3
 LO1109  NAD 27      -  40 51 57.30325(N)    110 30 01.74877(W) AD(       ) 3
 LO1109  NGVD 29 (07/19/86) 3589.3    (m)        11776.     (f) VERT ANG       
 LO1109
 LO1109.Superseded values are not recommended for survey control.
 LO1109
 LO1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1109.See file dsdata.pdf to determine how the superseded data were derived.
 LO1109
 LO1109_MARKER: DD = SURVEY DISK
 LO1109_SETTING: 66 = SET IN ROCK OUTCROP
 LO1109_STAMPING: ET 59 1965
 LO1109_MARK LOGO: USGS
 LO1109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO1109+STABILITY: POSITION/ELEVATION WELL
 LO1109
 LO1109  HISTORY     - Date     Condition        Report By
 LO1109  HISTORY     - 1965     MONUMENTED       USGS
 LO1109  HISTORY     - 1966     GOOD             USGS
 LO1109
 LO1109                          STATION DESCRIPTION
 LO1109
 LO1109'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 LO1109'LOCATED ABOUT 9 MI. SW. OF BRIDGER LAKE GUARD STATION, ABOUT 2.5 MI.
 LO1109'SE. OF EAST FORK BLACKS FORK GUARD STATION, ON THE HIGHEST POINT OF
 LO1109'BALD MOUNTAIN.
 LO1109'
 LO1109'STATION REACHED BY HELICOPTER.
 LO1109'
 LO1109'STATION MARK--STANDARD USGS ALUMINUM TABLET, STAMPED ---ET 59 1965---,
 LO1109'CEMENTED IN DRILL HOLE IN TOP ROCK IN PLACE.
 LO1109
 LO1109                          STATION RECOVERY (1966)
 LO1109
 LO1109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LO1109'THE TOP OF THE CAIRN IS 4.5 FT. HIGHER THAN THE STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0640 ***********************************************************************
 LN0640  DESIGNATION -  ET 6 JEK
 LN0640  PID         -  LN0640
 LN0640  STATE/COUNTY-  UT/UINTAH
 LN0640  COUNTRY     -  US
 LN0640  USGS QUAD   -  RED WASH SW (2017)
 LN0640
 LN0640                         *CURRENT SURVEY CONTROL
 LN0640  ______________________________________________________________________
 LN0640* NAD 83(1994) POSITION- 40 00 16.26721(N) 109 22 32.36171(W)   ADJUSTED
 LN0640* NAVD 88 ORTHO HEIGHT -  1570.8   (meters)     5154.    (feet) VERTCON3
 LN0640  ______________________________________________________________________
 LN0640  GEOID HEIGHT    -        -17.634 (meters)                     GEOID18
 LN0640  LAPLACE CORR    -          3.58  (seconds)                    DEFLEC18
 LN0640  HORZ ORDER      -  THIRD
 LN0640
 LN0640.The horizontal coordinates were established by classical geodetic methods
 LN0640.and adjusted by the National Geodetic Survey in November 1997.
 LN0640
 LN0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0640
 LN0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0640.GEOID18 height accuracy estimate available here.
 LN0640
 LN0640.Click photographs - Photos may exist for this station.
 LN0640
 LN0640.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0640
 LN0640. The following values were computed from the NAD 83(1994) position.
 LN0640
 LN0640;                    North         East     Units Scale Factor Converg.
 LN0640;SPC UT C     - 2,187,686.821   681,359.354   MT  0.99990318   +1 21 38.9
 LN0640;SPC UT C     - 7,177,435.85  2,235,426.48   sFT  0.99990318   +1 21 38.9
 LN0640;UTM  12      - 4,429,522.348   638,647.636   MT  0.99983665   +1 02 39.7
 LN0640
 LN0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0640!SPC UT C     -   0.99975640  x   0.99990318  =   0.99965960
 LN0640!UTM  12      -   0.99975640  x   0.99983665  =   0.99959309
 LN0640
 LN0640:                Primary Azimuth Mark                     Grid Az
 LN0640:SPC UT C     -  ET 7 JEK                                 110 05 52.1
 LN0640:UTM  12      -  ET 7 JEK                                 110 24 51.3
 LN0640
 LN0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK3864729522(NAD 83)
 LN0640
 LN0640|---------------------------------------------------------------------|
 LN0640| PID    Reference Object                     Distance      Geod. Az  |
 LN0640|                                                           dddmmss.s |
 LN0640| KM0344 ET 7 JEK                            APPROX. 7.7 KM 1112731.0 |
 LN0640|---------------------------------------------------------------------|
 LN0640
 LN0640                          SUPERSEDED SURVEY CONTROL
 LN0640
 LN0640  NAD 83(1993)-  40 00 16.25901(N)    109 22 32.34852(W) AD(       ) 3
 LN0640  NAD 83(1992)-  40 00 16.24941(N)    109 22 32.34847(W) AD(       ) 3
 LN0640  NAD 83(1986)-  40 00 16.24937(N)    109 22 32.34869(W) AD(       ) 3
 LN0640  NAD 27      -  40 00 16.37169(N)    109 22 29.89000(W) AD(       ) 3
 LN0640  NGVD 29 (07/19/86) 1569.7    (m)         5150.     (f) VERT ANG       
 LN0640
 LN0640.Superseded values are not recommended for survey control.
 LN0640
 LN0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0640.See file dsdata.pdf to determine how the superseded data were derived.
 LN0640
 LN0640_MARKER: DD = SURVEY DISK
 LN0640_SETTING: 66 = SET IN ROCK OUTCROP
 LN0640_STAMPING: JEK 6 ET 1966
 LN0640_MARK LOGO: USGS
 LN0640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0640+STABILITY: POSITION/ELEVATION WELL
 LN0640
 LN0640  HISTORY     - Date     Condition        Report By
 LN0640  HISTORY     - 1966     MONUMENTED       USGS
 LN0640
 LN0640                          STATION DESCRIPTION
 LN0640
 LN0640'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JEK)
 LN0640'LOCATED 25 MI. S. OF JENSEN, UTAH, ABOUT 12 MI. W. OF BONANZA, 3 MI.
 LN0640'NE. OF THE CONFLUENCE OF THE WHITE RIVER AND TWO WATERS CREEK, ON A
 LN0640'TOP.
 LN0640'
 LN0640'TO REACH FROM BONANZA, PROCEED W. ON COUNTY RD. 11.9 MI. TO T-RD.
 LN0640'GOING S., TURN S. AND GO 0.7 MI. TO METAL STORAGE BIN.  STATION IS
 LN0640'200 FT. BEYOND ON SMALL TOP.
 LN0640'
 LN0640'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---JEK 6 ET 1966---,
 LN0640'CEMENTED IN ROCK.
 LN0640'
 LN0640'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1056 ***********************************************************************
 LO1056  DESIGNATION -  ET 65
 LO1056  PID         -  LO1056
 LO1056  STATE/COUNTY-  UT/SUMMIT
 LO1056  COUNTRY     -  US
 LO1056  USGS QUAD   -  GILBERT PEAK NE (2017)
 LO1056
 LO1056                         *CURRENT SURVEY CONTROL
 LO1056  ______________________________________________________________________
 LO1056* NAD 83(1994) POSITION- 40 58 39.03684(N) 110 20 16.36811(W)   ADJUSTED
 LO1056* NAVD 88 ORTHO HEIGHT -  2903.3   (meters)     9525.    (feet) VERTCON3
 LO1056  ______________________________________________________________________
 LO1056  GEOID HEIGHT    -        -12.665 (meters)                     GEOID18
 LO1056  LAPLACE CORR    -         -5.41  (seconds)                    DEFLEC18
 LO1056  HORZ ORDER      -  THIRD
 LO1056
 LO1056.The horizontal coordinates were established by classical geodetic methods
 LO1056.and adjusted by the National Geodetic Survey in November 1997.
 LO1056
 LO1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1056
 LO1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1056.GEOID18 height accuracy estimate available here.
 LO1056
 LO1056.Click photographs - Photos may exist for this station.
 LO1056
 LO1056.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1056
 LO1056. The following values were computed from the NAD 83(1994) position.
 LO1056
 LO1056;                    North         East     Units Scale Factor Converg.
 LO1056;SPC UT N     - 1,072,189.190   597,802.375   MT  0.99996815   +0 45 58.5
 LO1056;SPC UT N     - 3,517,674.03  1,961,289.96   sFT  0.99996815   +0 45 58.5
 LO1056;UTM  12      - 4,536,471.561   555,704.403   MT  0.99963819   +0 26 03.1
 LO1056
 LO1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1056!SPC UT N     -   0.99954677  x   0.99996815  =   0.99951494
 LO1056!UTM  12      -   0.99954677  x   0.99963819  =   0.99918513
 LO1056
 LO1056:                Primary Azimuth Mark                     Grid Az
 LO1056:SPC UT N     -  TP ET 66                                 152 23 57.3
 LO1056:UTM  12      -  TP ET 66                                 152 43 52.7
 LO1056
 LO1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL5570436471(NAD 83)
 LO1056
 LO1056|---------------------------------------------------------------------|
 LO1056| PID    Reference Object                     Distance      Geod. Az  |
 LO1056|                                                           dddmmss.s |
 LO1056| LO1055 TP ET 66                            APPROX. 6.0 KM 1530955.8 |
 LO1056|---------------------------------------------------------------------|
 LO1056
 LO1056                          SUPERSEDED SURVEY CONTROL
 LO1056
 LO1056  NAD 83(1993)-  40 58 39.03674(N)    110 20 16.36817(W) AD(       ) 3
 LO1056  NAD 83(1986)-  40 58 39.01422(N)    110 20 16.36241(W) AD(       ) 3
 LO1056  NAD 27      -  40 58 39.20010(N)    110 20 13.78935(W) AD(       ) 3
 LO1056  NGVD 29 (07/19/86) 2901.7    (m)         9520.     (f) VERT ANG       
 LO1056
 LO1056.Superseded values are not recommended for survey control.
 LO1056
 LO1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1056.See file dsdata.pdf to determine how the superseded data were derived.
 LO1056
 LO1056_MARKER: DD = SURVEY DISK
 LO1056_SETTING: 0 = UNSPECIFIED SETTING
 LO1056_STAMPING: ET 65 1965
 LO1056_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LO1056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO1056
 LO1056  HISTORY     - Date     Condition        Report By
 LO1056  HISTORY     - 1965     MONUMENTED       USGS
 LO1056  HISTORY     - 19940114 GOOD             LOCENG
 LO1056
 LO1056                          STATION DESCRIPTION
 LO1056
 LO1056'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 LO1056'LOCATED ABOUT 55 MI. (AIRLINE) NE. OF KAMAS, UTAH, ABOUT 16 MI. N. OF
 LO1056'KINGS PEAK, ON THE S. END OF A SMALL MOUNTAIN CALLED RED MOUNTAIN,
 LO1056'IN A GRASSY, OPEN PART OF THE HIGHEST POINT, NEAR THE HEAD OF SAGE
 LO1056'CREEK.
 LO1056'
 LO1056'STATION REACHED BY HELICOPTER.
 LO1056'
 LO1056'STATION MARK--STANDARD BRASS TABLET, STAMPED ---ET 65 1965---, SET
 LO1056'IN A MOUND OF CONCRETE AND SMALL ROCKS PROJECTING ABOUT 0.5 FT. ABOVE
 LO1056'GROUND.
 LO1056
 LO1056                          STATION RECOVERY (1994)
 LO1056
 LO1056'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (WEK)
 LO1056'USED IN GPS/PHOTO CONTROL PROJECT AT STATE LINE DAM, UTAH.  FOUND AS
 LO1056'DESCRIBED, IN USGS NOTES, DROVE TO W/4X4, AS SHOWN ON THE GILBERT
 LO1056'PEAK, USGS 7 1/2 MIN QUAD MAP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0344 ***********************************************************************
 KM0344  DESIGNATION -  ET 7 JEK
 KM0344  PID         -  KM0344
 KM0344  STATE/COUNTY-  UT/UINTAH
 KM0344  COUNTRY     -  US
 KM0344  USGS QUAD   -  ASPHALT WASH (2017)
 KM0344
 KM0344                         *CURRENT SURVEY CONTROL
 KM0344  ______________________________________________________________________
 KM0344* NAD 83(1994) POSITION- 39 58 45.19592(N) 109 17 31.55544(W)   ADJUSTED
 KM0344* NAVD 88 ORTHO HEIGHT -  1704.1   (meters)     5591.    (feet) VERTCON3
 KM0344  ______________________________________________________________________
 KM0344  GEOID HEIGHT    -        -17.431 (meters)                     GEOID18
 KM0344  LAPLACE CORR    -          4.11  (seconds)                    DEFLEC18
 KM0344  HORZ ORDER      -  THIRD
 KM0344
 KM0344.The horizontal coordinates were established by classical geodetic methods
 KM0344.and adjusted by the National Geodetic Survey in November 1997.
 KM0344
 KM0344.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0344
 KM0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0344.GEOID18 height accuracy estimate available here.
 KM0344
 KM0344.Click photographs - Photos may exist for this station.
 KM0344
 KM0344.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0344
 KM0344. The following values were computed from the NAD 83(1994) position.
 KM0344
 KM0344;                    North         East     Units Scale Factor Converg.
 KM0344;SPC UT C     - 2,185,051.802   688,560.704   MT  0.99990198   +1 24 51.6
 KM0344;SPC UT C     - 7,168,790.79  2,259,052.91   sFT  0.99990198   +1 24 51.6
 KM0344;UTM  12      - 4,426,847.718   645,833.932   MT  0.99986182   +1 05 51.1
 KM0344
 KM0344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0344!SPC UT C     -   0.99973547  x   0.99990198  =   0.99963748
 KM0344!UTM  12      -   0.99973547  x   0.99986182  =   0.99959733
 KM0344
 KM0344:                Primary Azimuth Mark                     Grid Az
 KM0344:SPC UT C     -  ET 8 JEK                                 068 07 42.6
 KM0344:UTM  12      -  ET 8 JEK                                 068 26 43.1
 KM0344
 KM0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK4583326847(NAD 83)
 KM0344
 KM0344|---------------------------------------------------------------------|
 KM0344| PID    Reference Object                     Distance      Geod. Az  |
 KM0344|                                                           dddmmss.s |
 KM0344| KM0322 ET 8 JEK                            APPROX. 5.1 KM 0693234.2 |
 KM0344|---------------------------------------------------------------------|
 KM0344
 KM0344                          SUPERSEDED SURVEY CONTROL
 KM0344
 KM0344  NAD 83(1993)-  39 58 45.18698(N)    109 17 31.54273(W) AD(       ) 3
 KM0344  NAD 83(1992)-  39 58 45.17742(N)    109 17 31.54252(W) AD(       ) 3
 KM0344  NAD 83(1986)-  39 58 45.17737(N)    109 17 31.54256(W) AD(       ) 3
 KM0344  NAD 27      -  39 58 45.29675(N)    109 17 29.09359(W) AD(       ) 3
 KM0344  NGVD 29 (07/19/86) 1702.9    (m)         5587.     (f) VERT ANG       
 KM0344
 KM0344.Superseded values are not recommended for survey control.
 KM0344
 KM0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0344.See file dsdata.pdf to determine how the superseded data were derived.
 KM0344
 KM0344_MARKER: DD = SURVEY DISK
 KM0344_SETTING: 66 = SET IN ROCK OUTCROP
 KM0344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0344+STABILITY: POSITION/ELEVATION WELL
 KM0344
 KM0344  HISTORY     - Date     Condition        Report By
 KM0344  HISTORY     - 1966     MONUMENTED       USGS
 KM0344
 KM0344                          STATION DESCRIPTION
 KM0344
 KM0344'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0344'LOCATED ABOUT 2.5 MI. S. OF AND 7 MI. W. OF BONANZA, ON A HIGH FLAT
 KM0344'MESA WITH TWO CAIRNS.
 KM0344'
 KM0344'TO REACH FROM THE AMERICAN GILSONITE COMPANY AT BONANZA, GO S. FOR
 KM0344'0.15 MI. TO A T-RD., TURN RIGHT AND GO 3.9 MI. TO A Y-RD., BEAR LEFT
 KM0344'AND GO 1.5 MI. TO A Y-RD., TURN RIGHT AND GO 0.8 MI. TO A RD. FORK,
 KM0344'CONTINUE STRAIGHT AHEAD FOR 2.9 MI. (STATION CAN BE SEEN FROM THIS
 KM0344'POINT ON A HIGH MESA WITH TWIN CAIRNS ABOUT 0.5 MI. TO THE W.), TURN
 KM0344'RIGHT OFF RD. AND GO 1 MI. WORKING UP RIDGES TO THE S. OF THE MESA
 KM0344'TO END OF TRUCK TRAVEL.  WALK UPHILL TO TOP AND STATION MARK ABOUT
 KM0344'200 FT.  A FOUR WHEEL DRIVE WAS USED THE LAST MILE.
 KM0344'
 KM0344'STATION MARK--AN ALUMINUM TABLET, STAMPED ---JEK 7 ET 1966---, SET
 KM0344'IN A ROCK OUTCROP.
 KM0344'
 KM0344'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1059 ***********************************************************************
 LO1059  DESIGNATION -  ET 70
 LO1059  PID         -  LO1059
 LO1059  STATE/COUNTY-  UT/SUMMIT
 LO1059  COUNTRY     -  US
 LO1059  USGS QUAD   -  MOUNT POWELL (2017)
 LO1059
 LO1059                         *CURRENT SURVEY CONTROL
 LO1059  ______________________________________________________________________
 LO1059* NAD 83(1994) POSITION- 40 48 37.84749(N) 110 25 50.56758(W)   ADJUSTED
 LO1059* NAVD 88 ORTHO HEIGHT -  3851.1   (meters)    12635.    (feet) VERTCON3
 LO1059  ______________________________________________________________________
 LO1059  GEOID HEIGHT    -        -11.536 (meters)                     GEOID18
 LO1059  LAPLACE CORR    -          9.63  (seconds)                    DEFLEC18
 LO1059  HORZ ORDER      -  THIRD
 LO1059
 LO1059.The horizontal coordinates were established by classical geodetic methods
 LO1059.and adjusted by the National Geodetic Survey in November 1997.
 LO1059
 LO1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1059
 LO1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1059.GEOID18 height accuracy estimate available here.
 LO1059
 LO1059.Click photographs - Photos may exist for this station.
 LO1059
 LO1059.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1059
 LO1059. The following values were computed from the NAD 83(1994) position.
 LO1059
 LO1059;                    North         East     Units Scale Factor Converg.
 LO1059;SPC UT N     - 1,053,545.388   590,218.271   MT  0.99998618   +0 42 18.1
 LO1059;SPC UT N     - 3,456,506.83  1,936,407.78   sFT  0.99998618   +0 42 18.1
 LO1059;UTM  12      - 4,517,878.476   548,014.860   MT  0.99962838   +0 22 19.5
 LO1059
 LO1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1059!SPC UT N     -   0.99939808  x   0.99998618  =   0.99938427
 LO1059!UTM  12      -   0.99939808  x   0.99962838  =   0.99902668
 LO1059
 LO1059:                Primary Azimuth Mark                     Grid Az
 LO1059:SPC UT N     -  LO1060                                   240 38 18.2
 LO1059:UTM  12      -  LO1060                                   240 58 16.8
 LO1059
 LO1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL4801417878(NAD 83)
 LO1059
 LO1059|---------------------------------------------------------------------|
 LO1059| PID    Reference Object                     Distance      Geod. Az  |
 LO1059|                                                           dddmmss.s |
 LO1059| LO1060 LO1060                              APPROX. 5.7 KM 2412036.3 |
 LO1059|---------------------------------------------------------------------|
 LO1059
 LO1059                          SUPERSEDED SURVEY CONTROL
 LO1059
 LO1059  NAD 83(1993)-  40 48 37.84716(N)    110 25 50.56754(W) AD(       ) 3
 LO1059  NAD 83(1986)-  40 48 37.83085(N)    110 25 50.55540(W) AD(       ) 3
 LO1059  NAD 27      -  40 48 38.02521(N)    110 25 47.98159(W) AD(       ) 3
 LO1059  NGVD 29 (07/19/86) 3849.3    (m)        12629.     (f) VERT ANG       
 LO1059
 LO1059.Superseded values are not recommended for survey control.
 LO1059
 LO1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1059.See file dsdata.pdf to determine how the superseded data were derived.
 LO1059
 LO1059_MARKER: DD = SURVEY DISK
 LO1059_SETTING: 66 = SET IN ROCK OUTCROP
 LO1059_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO1059+STABILITY: POSITION/ELEVATION WELL
 LO1059
 LO1059  HISTORY     - Date     Condition        Report By
 LO1059  HISTORY     - 1965     MONUMENTED       USGS
 LO1059
 LO1059                          STATION DESCRIPTION
 LO1059
 LO1059'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 LO1059'LOCATED ABOUT 4.5 MI. (AIRLINE) NW. OF KINGS PEAK, ABOUT 2 MI. NE.
 LO1059'OF RED CASTLE PEAK, ON A SMALL ROUNDED TOP, ON THE W. RIM OF FLAT TOP
 LO1059'MOUNTAIN.
 LO1059'
 LO1059'STATION REACHED BY HELICOPTER.
 LO1059'
 LO1059'STATION MARK--STANDARD TABLET, STAMPED ---ET 70 1965---, SET IN A
 LO1059'LARGE FLAT ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1116 ***********************************************************************
 LO1116  DESIGNATION -  ET 74
 LO1116  PID         -  LO1116
 LO1116  STATE/COUNTY-  UT/SUMMIT
 LO1116  COUNTRY     -  US
 LO1116  USGS QUAD   -  ELIZABETH MOUNTAIN (2017)
 LO1116
 LO1116                         *CURRENT SURVEY CONTROL
 LO1116  ______________________________________________________________________
 LO1116* NAD 83(1994) POSITION- 40 57 09.10492(N) 110 40 17.64180(W)   ADJUSTED
 LO1116* NAVD 88 ORTHO HEIGHT -  3145.7   (meters)    10321.    (feet) VERTCON3
 LO1116  ______________________________________________________________________
 LO1116  GEOID HEIGHT    -        -12.888 (meters)                     GEOID18
 LO1116  LAPLACE CORR    -          4.50  (seconds)                    DEFLEC18
 LO1116  HORZ ORDER      -  THIRD
 LO1116
 LO1116.The horizontal coordinates were established by classical geodetic methods
 LO1116.and adjusted by the National Geodetic Survey in November 1997.
 LO1116
 LO1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1116
 LO1116.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1116.GEOID18 height accuracy estimate available here.
 LO1116
 LO1116.Click photographs - Photos may exist for this station.
 LO1116
 LO1116.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1116
 LO1116. The following values were computed from the NAD 83(1994) position.
 LO1116
 LO1116;                    North         East     Units Scale Factor Converg.
 LO1116;SPC UT N     - 1,069,093.522   569,747.206   MT  0.99997031   +0 32 46.4
 LO1116;SPC UT N     - 3,507,517.66  1,869,245.63   sFT  0.99997031   +0 32 46.4
 LO1116;UTM  12      - 4,533,539.295   527,641.534   MT  0.99960940   +0 12 55.0
 LO1116
 LO1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1116!SPC UT N     -   0.99950883  x   0.99997031  =   0.99947916
 LO1116!UTM  12      -   0.99950883  x   0.99960940  =   0.99911842
 LO1116
 LO1116:                Primary Azimuth Mark                     Grid Az
 LO1116:SPC UT N     -  ELIZABETH                                298 03 28.1
 LO1116:UTM  12      -  ELIZABETH                                298 23 19.5
 LO1116
 LO1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL2764133539(NAD 83)
 LO1116
 LO1116|---------------------------------------------------------------------|
 LO1116| PID    Reference Object                     Distance      Geod. Az  |
 LO1116|                                                           dddmmss.s |
 LO1116| LO1115 ELIZABETH                           APPROX. 5.7 KM 2983614.5 |
 LO1116|---------------------------------------------------------------------|
 LO1116
 LO1116                          SUPERSEDED SURVEY CONTROL
 LO1116
 LO1116  NAD 83(1993)-  40 57 09.10477(N)    110 40 17.64165(W) AD(       ) 3
 LO1116  NAD 83(1986)-  40 57 09.09014(N)    110 40 17.63061(W) AD(       ) 3
 LO1116  NAD 27      -  40 57 09.27837(N)    110 40 15.02086(W) AD(       ) 3
 LO1116  NGVD 29 (07/19/86) 3144.0    (m)        10315.     (f) VERT ANG       
 LO1116
 LO1116.Superseded values are not recommended for survey control.
 LO1116
 LO1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1116.See file dsdata.pdf to determine how the superseded data were derived.
 LO1116
 LO1116_MARKER: DD = SURVEY DISK
 LO1116_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LO1116_STAMPING: ET-74 1965
 LO1116_MARK LOGO: USGS
 LO1116_MAGNETIC: I = MARKER IS A STEEL ROD
 LO1116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO1116
 LO1116  HISTORY     - Date     Condition        Report By
 LO1116  HISTORY     - 1965     MONUMENTED       USGS
 LO1116
 LO1116                          STATION DESCRIPTION
 LO1116
 LO1116'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 LO1116'LOCATED 10 MI. W. OF HEWINTA GUARD STATION, 3.7 MI. NE. OF MILL
 LO1116'CREEK RANGER STATION, APPROXIMATELY 1.2 MI. WNW. OF FISH LAKE, IN
 LO1116'A FLAT, OPEN AREA NEAR E. RIM OF A LARGE OPEN AREA.
 LO1116'
 LO1116'TO REACH FROM EVANSTON, WYOMING, DRIVE S. AND E. ON WYOMING SECONDARY
 LO1116'HIGHWAY 2100 AND UTAH HIGHWAY 150 ABOUT 30 MI. TO JUNCTION WITH
 LO1116'GRAVEL RD. AND SIGN ---MILL CR R.S. 7, BLACKS FORK 20---, AT 6.6 MI.
 LO1116'PASS MILL CREEK R.S., CONTINUE ON MAIN RD. 5 MI. TO SUMMIT OF
 LO1116'ELIZABETH PASS AND RD. JUNCTION TO N. AND S., TURN LEFT (N.) ON
 LO1116'TRACK RD. FOR 1.2 MI., LEAVE RD. AND TRAVEL EASTERLY AROUND THE N.
 LO1116'END OF A SMALL LAKE TO E. RIM OF PLATEAU AND STATION.
 LO1116'
 LO1116'STATION MARK--STANDARD TABLET, STAMPED ---ET 74 1965---, FASTENED
 LO1116'TO TOP OF COPPERWELD ROD 0.2 FT. ABOVE GROUND.
 LO1116'
 LO1116'REFERENCE MARK NO. 1--CHISELED CROSS, WITH THE NUMBER ---142---
 LO1116'CHISELED BESIDE IT, ON A LARGE FLAT ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0322 ***********************************************************************
 KM0322  DESIGNATION -  ET 8 JEK
 KM0322  PID         -  KM0322
 KM0322  STATE/COUNTY-  UT/UINTAH
 KM0322  COUNTRY     -  US
 KM0322  USGS QUAD   -  SOUTHAM CANYON (2017)
 KM0322
 KM0322                         *CURRENT SURVEY CONTROL
 KM0322  ______________________________________________________________________
 KM0322* NAD 83(1994) POSITION- 39 59 42.86342(N) 109 14 10.39158(W)   ADJUSTED
 KM0322* NAVD 88 ORTHO HEIGHT -  1706.0   (meters)     5597.    (feet) VERTCON3
 KM0322  ______________________________________________________________________
 KM0322  GEOID HEIGHT    -        -17.342 (meters)                     GEOID18
 KM0322  LAPLACE CORR    -          5.09  (seconds)                    DEFLEC18
 KM0322  HORZ ORDER      -  THIRD
 KM0322
 KM0322.The horizontal coordinates were established by classical geodetic methods
 KM0322.and adjusted by the National Geodetic Survey in November 1997.
 KM0322
 KM0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0322
 KM0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0322.GEOID18 height accuracy estimate available here.
 KM0322
 KM0322.Click photographs - Photos may exist for this station.
 KM0322
 KM0322.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0322
 KM0322. The following values were computed from the NAD 83(1994) position.
 KM0322
 KM0322;                    North         East     Units Scale Factor Converg.
 KM0322;SPC UT C     - 2,186,948.982   693,286.894   MT  0.99990272   +1 27 00.5
 KM0322;SPC UT C     - 7,175,015.12  2,274,558.75   sFT  0.99990272   +1 27 00.5
 KM0322;UTM  12      - 4,428,718.698   650,570.380   MT  0.99987910   +1 08 01.8
 KM0322
 KM0322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0322!SPC UT C     -   0.99973516  x   0.99990272  =   0.99963790
 KM0322!UTM  12      -   0.99973516  x   0.99987910  =   0.99961429
 KM0322
 KM0322:                Primary Azimuth Mark                     Grid Az
 KM0322:SPC UT C     -  1 11 X                                   070 27 20.3
 KM0322:UTM  12      -  1 11 X                                   070 46 19.0
 KM0322
 KM0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK5057028718(NAD 83)
 KM0322
 KM0322|---------------------------------------------------------------------|
 KM0322| PID    Reference Object                     Distance      Geod. Az  |
 KM0322|                                                           dddmmss.s |
 KM0322| LN0633 1 11 X                              APPROX. 5.0 KM 0715420.8 |
 KM0322|---------------------------------------------------------------------|
 KM0322
 KM0322                          SUPERSEDED SURVEY CONTROL
 KM0322
 KM0322  NAD 83(1993)-  39 59 42.85298(N)    109 14 10.37824(W) AD(       ) 3
 KM0322  NAD 83(1992)-  39 59 42.84483(N)    109 14 10.37831(W) AD(       ) 3
 KM0322  NAD 83(1986)-  39 59 42.84477(N)    109 14 10.37836(W) AD(       ) 3
 KM0322  NAD 27      -  39 59 42.96338(N)    109 14 07.93415(W) AD(       ) 3
 KM0322  NGVD 29 (07/19/86) 1704.8    (m)         5593.     (f) VERT ANG       
 KM0322
 KM0322.Superseded values are not recommended for survey control.
 KM0322
 KM0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0322.See file dsdata.pdf to determine how the superseded data were derived.
 KM0322
 KM0322_MARKER: DD = SURVEY DISK
 KM0322_SETTING: 66 = SET IN ROCK OUTCROP
 KM0322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0322+STABILITY: POSITION/ELEVATION WELL
 KM0322
 KM0322  HISTORY     - Date     Condition        Report By
 KM0322  HISTORY     - 1966     MONUMENTED       USGS
 KM0322
 KM0322                          STATION DESCRIPTION
 KM0322
 KM0322'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0322'LOCATED ABOUT 4 MI. SW. OF BONANZA, 26 MI. S. OF JENSEN, ON A TOP
 KM0322'0.2 MI. S. OF ---LITTLE EMMA---, A GILSONITE MINE SITE.
 KM0322'
 KM0322'TO REACH FROM BONANZA, GO W. ALONG COUNTY RD. 3.9 MI. TO ---Y--- IN
 KM0322'RD., KEEP LEFT AND PROCEED 2.7 MI. TO STATION.
 KM0322'
 KM0322'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---JEK 8 ET 1966---,
 KM0322'CEMENTED IN ROCK.
 KM0322'
 KM0322'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0320 ***********************************************************************
 KM0320  DESIGNATION -  ET 9 JEK
 KM0320  PID         -  KM0320
 KM0320  STATE/COUNTY-  UT/UINTAH
 KM0320  COUNTRY     -  US
 KM0320  USGS QUAD   -  SOUTHAM CANYON (2017)
 KM0320
 KM0320                         *CURRENT SURVEY CONTROL
 KM0320  ______________________________________________________________________
 KM0320* NAD 83(1994) POSITION- 39 59 55.68723(N) 109 07 52.69130(W)   ADJUSTED
 KM0320* NAVD 88 ORTHO HEIGHT -  1747.4   (meters)     5733.    (feet) VERTCON3
 KM0320  ______________________________________________________________________
 KM0320  GEOID HEIGHT    -        -17.102 (meters)                     GEOID18
 KM0320  LAPLACE CORR    -          4.81  (seconds)                    DEFLEC18
 KM0320  HORZ ORDER      -  THIRD
 KM0320
 KM0320.The horizontal coordinates were established by classical geodetic methods
 KM0320.and adjusted by the National Geodetic Survey in November 1997.
 KM0320
 KM0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0320
 KM0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0320.GEOID18 height accuracy estimate available here.
 KM0320
 KM0320.Click photographs - Photos may exist for this station.
 KM0320
 KM0320.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0320
 KM0320. The following values were computed from the NAD 83(1994) position.
 KM0320
 KM0320;                    North         East     Units Scale Factor Converg.
 KM0320;SPC UT C     - 2,187,576.305   702,232.413   MT  0.99990290   +1 31 02.4
 KM0320;SPC UT C     - 7,177,073.26  2,303,907.51   sFT  0.99990290   +1 31 02.4
 KM0320;UTM  12      - 4,429,296.653   659,519.164   MT  0.99991327   +1 12 05.0
 KM0320
 KM0320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0320!SPC UT C     -   0.99972862  x   0.99990290  =   0.99963155
 KM0320!UTM  12      -   0.99972862  x   0.99991327  =   0.99964192
 KM0320
 KM0320:                Primary Azimuth Mark                     Grid Az
 KM0320:SPC UT C     -  1 11 X                                   283 53 19.3
 KM0320:UTM  12      -  1 11 X                                   284 12 16.7
 KM0320
 KM0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK5951929296(NAD 83)
 KM0320
 KM0320|---------------------------------------------------------------------|
 KM0320| PID    Reference Object                     Distance      Geod. Az  |
 KM0320|                                                           dddmmss.s |
 KM0320| LN0633 1 11 X                              APPROX. 4.4 KM 2852421.7 |
 KM0320|---------------------------------------------------------------------|
 KM0320
 KM0320                          SUPERSEDED SURVEY CONTROL
 KM0320
 KM0320  NAD 83(1993)-  39 59 55.67282(N)    109 07 52.67773(W) AD(       ) 3
 KM0320  NAD 83(1992)-  39 59 55.66946(N)    109 07 52.67752(W) AD(       ) 3
 KM0320  NAD 83(1986)-  39 59 55.66927(N)    109 07 52.67754(W) AD(       ) 3
 KM0320  NAD 27      -  39 59 55.78586(N)    109 07 50.24341(W) AD(       ) 3
 KM0320  NGVD 29 (07/19/86) 1746.2    (m)         5729.     (f) VERT ANG       
 KM0320
 KM0320.Superseded values are not recommended for survey control.
 KM0320
 KM0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0320.See file dsdata.pdf to determine how the superseded data were derived.
 KM0320
 KM0320_MARKER: DD = SURVEY DISK
 KM0320_SETTING: 66 = SET IN ROCK OUTCROP
 KM0320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0320+STABILITY: POSITION/ELEVATION WELL
 KM0320
 KM0320  HISTORY     - Date     Condition        Report By
 KM0320  HISTORY     - 1966     MONUMENTED       USGS
 KM0320
 KM0320                          STATION DESCRIPTION
 KM0320
 KM0320'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0320'LOCATED ABOUT 18 MI. SW. OF DINOSAUR, COLORADO, 3 MI. E. OF BONANZA,
 KM0320'UTAH, ON A TOP ABOUT A MILE NW. OF JUNCTION OF WEAVER CANYON AND THE
 KM0320'WHITE RIVER CANYON.
 KM0320'
 KM0320'TO REACH FROM BONANZA, PROCEED E. ON COUNTY RD. (THIS IS A PAVED RD.
 KM0320'THAT EVENTUALLY JOINS COLORADO HIGHWAY 64) 1.3 MI. TO TRACK RD. GOING
 KM0320'SE., TAKE TRACK RD. 0.4 MI. TO A GRADED MINING STRIP, TURN LEFT AT
 KM0320'STRIP AND GO 0.9 MI. TO TOP AND STATION.
 KM0320'
 KM0320'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---JEK 9 ET 1966---,
 KM0320'CEMENTED IN ROCK.
 KM0320'
 KM0320'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0758 ***********************************************************************
 HN0758  DESIGNATION -  ET A 28
 HN0758  PID         -  HN0758
 HN0758  STATE/COUNTY-  UT/SAN JUAN
 HN0758  COUNTRY     -  US
 HN0758  USGS QUAD   -  GUNSIGHT BUTTE (2017)
 HN0758
 HN0758                         *CURRENT SURVEY CONTROL
 HN0758  ______________________________________________________________________
 HN0758* NAD 83(1994) POSITION- 37 00 20.82415(N) 111 19 19.19701(W)   ADJUSTED
 HN0758* NAVD 88 ORTHO HEIGHT -  1187.9   (meters)     3897.    (feet) VERTCON3
 HN0758  ______________________________________________________________________
 HN0758  GEOID HEIGHT    -        -23.466 (meters)                     GEOID18
 HN0758  LAPLACE CORR    -         -0.22  (seconds)                    DEFLEC18
 HN0758  HORZ ORDER      -  THIRD
 HN0758
 HN0758.The horizontal coordinates were established by classical geodetic methods
 HN0758.and adjusted by the National Geodetic Survey in November 1997.
 HN0758
 HN0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0758
 HN0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0758.GEOID18 height accuracy estimate available here.
 HN0758
 HN0758.Click photographs - Photos may exist for this station.
 HN0758
 HN0758.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0758
 HN0758. The following values were computed from the NAD 83(1994) position.
 HN0758
 HN0758;                    North         East     Units Scale Factor Converg.
 HN0758;SPC UT S     - 3,037,651.862   515,843.620   MT  1.00004285   +0 06 32.6
 HN0758;SPC UT S     - 9,966,029.48  1,692,396.94   sFT  1.00004285   +0 06 32.6
 HN0758;UTM  12      - 4,095,562.516   471,351.909   MT  0.99961011   -0 11 37.7
 HN0758
 HN0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0758!SPC UT S     -   0.99981730  x   1.00004285  =   0.99986014
 HN0758!UTM  12      -   0.99981730  x   0.99961011  =   0.99942748
 HN0758
 HN0758:                Primary Azimuth Mark                     Grid Az
 HN0758:SPC UT S     -  ET A 27                                  124 26 03.3
 HN0758:UTM  12      -  ET A 27                                  124 44 13.6
 HN0758
 HN0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7135195562(NAD 83)
 HN0758
 HN0758|---------------------------------------------------------------------|
 HN0758| PID    Reference Object                     Distance      Geod. Az  |
 HN0758|                                                           dddmmss.s |
 HN0758| GP0558 ET A 27                             APPROX. 4.6 KM 1243235.9 |
 HN0758|---------------------------------------------------------------------|
 HN0758
 HN0758                          SUPERSEDED SURVEY CONTROL
 HN0758
 HN0758  NAD 83(1992)-  37 00 20.82637(N)    111 19 19.20086(W) AD(       ) 3
 HN0758  NAD 83(1986)-  37 00 20.82163(N)    111 19 19.20181(W) AD(       ) 3
 HN0758  NAD 27      -  37 00 20.85882(N)    111 19 16.65171(W) AD(       ) 3
 HN0758  NGVD 29 (07/19/86) 1186.9    (m)         3894.     (f) VERT ANG       
 HN0758
 HN0758.Superseded values are not recommended for survey control.
 HN0758
 HN0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0758.See file dsdata.pdf to determine how the superseded data were derived.
 HN0758
 HN0758_MARKER: DD = SURVEY DISK
 HN0758_SETTING: 66 = SET IN ROCK OUTCROP
 HN0758_STAMPING: ET A 28 1959
 HN0758_MARK LOGO: USGS
 HN0758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0758+STABILITY: POSITION/ELEVATION WELL
 HN0758
 HN0758  HISTORY     - Date     Condition        Report By
 HN0758  HISTORY     - 1959     MONUMENTED       USGS
 HN0758
 HN0758                          STATION DESCRIPTION
 HN0758
 HN0758'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0758'LOCATED ABOUT 2.1 MI. N. OF TOWER BUTTE, 4.5 MI. W. OF MESKIN BAR,
 HN0758'1.3 MI. S. OF THE COLORADO RIVER, ON THE N. SIDE OF A SMALL, BROWN
 HN0758'KNOLL.
 HN0758'
 HN0758'STATION REACHED BY HELICOPTER.
 HN0758'
 HN0758'STATION MARK--STANDARD TABLET, STAMPED ---ET A 28 1959---, CEMENTED
 HN0758'IN DRILL HOLE IN TOP OF SOLID ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0768 ***********************************************************************
 HN0768  DESIGNATION -  ET U 1
 HN0768  PID         -  HN0768
 HN0768  STATE/COUNTY-  UT/KANE
 HN0768  COUNTRY     -  US
 HN0768  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0768
 HN0768                         *CURRENT SURVEY CONTROL
 HN0768  ______________________________________________________________________
 HN0768* NAD 83(1994) POSITION- 37 00 54.51781(N) 111 27 20.28503(W)   ADJUSTED
 HN0768* NAVD 88 ORTHO HEIGHT -  1317.9   (meters)     4324.    (feet) VERTCON3
 HN0768  ______________________________________________________________________
 HN0768  GEOID HEIGHT    -        -23.451 (meters)                     GEOID18
 HN0768  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 HN0768  HORZ ORDER      -  THIRD
 HN0768
 HN0768.The horizontal coordinates were established by classical geodetic methods
 HN0768.and adjusted by the National Geodetic Survey in November 1997.
 HN0768
 HN0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0768
 HN0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0768.GEOID18 height accuracy estimate available here.
 HN0768
 HN0768.Click photographs - Photos may exist for this station.
 HN0768
 HN0768.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0768
 HN0768. The following values were computed from the NAD 83(1994) position.
 HN0768
 HN0768;                    North         East     Units Scale Factor Converg.
 HN0768;SPC UT S     - 3,038,676.444   503,948.404   MT  1.00004066   +0 01 37.9
 HN0768;SPC UT S     - 9,969,390.97  1,653,370.72   sFT  1.00004066   +0 01 37.9
 HN0768;UTM  12      - 4,096,649.354   459,467.336   MT  0.99962024   -0 16 27.5
 HN0768
 HN0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0768!SPC UT S     -   0.99979690  x   1.00004066  =   0.99983755
 HN0768!UTM  12      -   0.99979690  x   0.99962024  =   0.99941722
 HN0768
 HN0768:                Primary Azimuth Mark                     Grid Az
 HN0768:SPC UT S     -  BROWN                                    171 53 06.8
 HN0768:UTM  12      -  BROWN                                    172 11 12.2
 HN0768
 HN0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5946796649(NAD 83)
 HN0768
 HN0768|---------------------------------------------------------------------|
 HN0768| PID    Reference Object                     Distance      Geod. Az  |
 HN0768|                                                           dddmmss.s |
 HN0768| HN0761 BROWN                               APPROX. 1.5 KM 1715444.7 |
 HN0768|---------------------------------------------------------------------|
 HN0768
 HN0768                          SUPERSEDED SURVEY CONTROL
 HN0768
 HN0768  NAD 83(1992)-  37 00 54.51764(N)    111 27 20.28515(W) AD(       ) 3
 HN0768  NAD 83(1986)-  37 00 54.52015(N)    111 27 20.28823(W) AD(       ) 3
 HN0768  NAD 27      -  37 00 54.56327(N)    111 27 17.72114(W) AD(       ) 3
 HN0768  NGVD 29 (07/19/86) 1317.0    (m)         4321.     (f) VERT ANG       
 HN0768
 HN0768.Superseded values are not recommended for survey control.
 HN0768
 HN0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0768.See file dsdata.pdf to determine how the superseded data were derived.
 HN0768
 HN0768_MARKER: DD = SURVEY DISK
 HN0768_SETTING: 66 = SET IN ROCK OUTCROP
 HN0768_STAMPING: ET U 1 1959
 HN0768_MARK LOGO: USGS
 HN0768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0768+STABILITY: POSITION/ELEVATION WELL
 HN0768
 HN0768  HISTORY     - Date     Condition        Report By
 HN0768  HISTORY     - 1959     MONUMENTED       USGS
 HN0768
 HN0768                          STATION DESCRIPTION
 HN0768
 HN0768'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0768'LOCATED ABOUT 4.5 MI. NE. OF MOUTH OF WAHWEAP CREEK, ON EASTERNMOST
 HN0768'TOP OF A SANDSTONE PEAK KNOWN LOCALLY AS CASTLE ROCK, IN NE. 1/4
 HN0768'SEC. 3, T 44 S, R 4 E.
 HN0768'
 HN0768'STATION REACHED BY HELICOPTER.
 HN0768'
 HN0768'STATION MARK--STANDARD TABLET, STAMPED ---ET U 1 1959---, CEMENTED
 HN0768'IN SOLID ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0767 ***********************************************************************
 HN0767  DESIGNATION -  ET U 10
 HN0767  PID         -  HN0767
 HN0767  STATE/COUNTY-  UT/KANE
 HN0767  COUNTRY     -  US
 HN0767  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0767
 HN0767                         *CURRENT SURVEY CONTROL
 HN0767  ______________________________________________________________________
 HN0767* NAD 83(1994) POSITION- 37 04 43.25598(N) 111 26 37.95586(W)   ADJUSTED
 HN0767* NAVD 88 ORTHO HEIGHT -  1298.0   (meters)     4259.    (feet) VERTCON3
 HN0767  ______________________________________________________________________
 HN0767  GEOID HEIGHT    -        -23.350 (meters)                     GEOID18
 HN0767  LAPLACE CORR    -          0.89  (seconds)                    DEFLEC18
 HN0767  HORZ ORDER      -  THIRD
 HN0767
 HN0767.The horizontal coordinates were established by classical geodetic methods
 HN0767.and adjusted by the National Geodetic Survey in November 1997.
 HN0767
 HN0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0767
 HN0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0767.GEOID18 height accuracy estimate available here.
 HN0767
 HN0767.Click photographs - Photos may exist for this station.
 HN0767
 HN0767.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0767
 HN0767. The following values were computed from the NAD 83(1994) position.
 HN0767
 HN0767;                    North         East     Units Scale Factor Converg.
 HN0767;SPC UT S     - 3,045,728.637   504,990.615   MT  1.00002652   +0 02 03.8
 HN0767;SPC UT S     - 9,992,528.04  1,656,790.04   sFT  1.00002652   +0 02 03.8
 HN0767;UTM  12      - 4,103,693.044   460,546.227   MT  0.99961918   -0 16 03.4
 HN0767
 HN0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0767!SPC UT S     -   0.99980001  x   1.00002652  =   0.99982652
 HN0767!UTM  12      -   0.99980001  x   0.99961918  =   0.99941926
 HN0767
 HN0767:                Primary Azimuth Mark                     Grid Az
 HN0767:SPC UT S     -  ET U 8                                   285 15 26.1
 HN0767:UTM  12      -  ET U 8                                   285 33 33.3
 HN0767
 HN0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG6054603693(NAD 83)
 HN0767
 HN0767|---------------------------------------------------------------------|
 HN0767| PID    Reference Object                     Distance      Geod. Az  |
 HN0767|                                                           dddmmss.s |
 HN0767| HN0773 ET U 8                              APPROX. 3.1 KM 2851729.9 |
 HN0767|---------------------------------------------------------------------|
 HN0767
 HN0767                          SUPERSEDED SURVEY CONTROL
 HN0767
 HN0767  NAD 83(1992)-  37 04 43.25520(N)    111 26 37.95616(W) AD(       ) 3
 HN0767  NAD 83(1986)-  37 04 43.25203(N)    111 26 37.95696(W) AD(       ) 3
 HN0767  NAD 27      -  37 04 43.29493(N)    111 26 35.38599(W) AD(       ) 3
 HN0767  NGVD 29 (07/19/86) 1297.1    (m)         4256.     (f) VERT ANG       
 HN0767
 HN0767.Superseded values are not recommended for survey control.
 HN0767
 HN0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0767.See file dsdata.pdf to determine how the superseded data were derived.
 HN0767
 HN0767_MARKER: DD = SURVEY DISK
 HN0767_SETTING: 66 = SET IN ROCK OUTCROP
 HN0767_STAMPING: ET U 10 1959
 HN0767_MARK LOGO: USGS
 HN0767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0767+STABILITY: POSITION/ELEVATION WELL
 HN0767
 HN0767  HISTORY     - Date     Condition        Report By
 HN0767  HISTORY     - 1959     MONUMENTED       USGS
 HN0767
 HN0767                          STATION DESCRIPTION
 HN0767
 HN0767'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0767'LOCATED ABOUT 10.2 MI. NE. OF GLEN CANYON DAM, 4.5 MI. NE. OF CASTLE
 HN0767'ROCK, TOWARDS THE WESTERN END OF A LONG, NARROW, ROCKY PROMONTORY
 HN0767'ABOVE WARM CREEK, IN SEC. 11 NEAR THE SECTION LINE BETWEEN SEC. 11,
 HN0767'SEC. 14, T 43 S, R 8 E.
 HN0767'
 HN0767'STATION REACHED BY HELICOPTER.
 HN0767'
 HN0767'STATION MARK--STANDARD TABLET, STAMPED ---ET U 10 1959---, CEMENTED
 HN0767'IN A FLAT, ROCKY OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0950 ***********************************************************************
 HN0950  DESIGNATION -  ET U 100
 HN0950  PID         -  HN0950
 HN0950  STATE/COUNTY-  UT/KANE
 HN0950  COUNTRY     -  US
 HN0950  USGS QUAD   -  THE RINCON (2017)
 HN0950
 HN0950                         *CURRENT SURVEY CONTROL
 HN0950  ______________________________________________________________________
 HN0950* NAD 83(1994) POSITION- 37 18 59.04889(N) 110 51 03.22117(W)   ADJUSTED
 HN0950* NAVD 88 ORTHO HEIGHT -  1394.6   (meters)     4575.    (feet) VERTCON3
 HN0950  ______________________________________________________________________
 HN0950  GEOID HEIGHT    -        -22.676 (meters)                     GEOID18
 HN0950  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 HN0950  HORZ ORDER      -  THIRD
 HN0950
 HN0950.The horizontal coordinates were established by classical geodetic methods
 HN0950.and adjusted by the National Geodetic Survey in November 1997.
 HN0950
 HN0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0950
 HN0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0950.GEOID18 height accuracy estimate available here.
 HN0950
 HN0950.Click photographs - Photos may exist for this station.
 HN0950
 HN0950.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0950
 HN0950. The following values were computed from the NAD 83(1994) position.
 HN0950
 HN0950;                    North         East     Units Scale Factor Converg.
 HN0950;SPC UT S     - 3,072,309.445   557,536.296   MT  0.99998440   +0 23 51.7
 HN0950;SPC UT S     -10,079,735.24  1,829,183.66   sFT  0.99998440   +0 23 51.7
 HN0950;UTM  12      - 4,129,983.285   513,211.627   MT  0.99960215   +0 05 25.4
 HN0950
 HN0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0950!SPC UT S     -   0.99978475  x   0.99998440  =   0.99976915
 HN0950!UTM  12      -   0.99978475  x   0.99960215  =   0.99938698
 HN0950
 HN0950:                Primary Azimuth Mark                     Grid Az
 HN0950:SPC UT S     -  ET U 99                                  318 51 41.6
 HN0950:UTM  12      -  ET U 99                                  319 10 07.9
 HN0950
 HN0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG1321129983(NAD 83)
 HN0950
 HN0950|---------------------------------------------------------------------|
 HN0950| PID    Reference Object                     Distance      Geod. Az  |
 HN0950|                                                           dddmmss.s |
 HN0950| HN0956 ET U 99                             APPROX. 3.8 KM 3191533.3 |
 HN0950|---------------------------------------------------------------------|
 HN0950
 HN0950                          SUPERSEDED SURVEY CONTROL
 HN0950
 HN0950  NAD 83(1992)-  37 18 59.04488(N)    110 51 03.22121(W) AD(       ) 3
 HN0950  NAD 83(1986)-  37 18 59.04452(N)    110 51 03.22099(W) AD(       ) 3
 HN0950  NAD 27      -  37 18 59.07460(N)    110 51 00.69293(W) AD(       ) 3
 HN0950  NGVD 29 (07/19/86) 1393.6    (m)         4572.     (f) VERT ANG       
 HN0950
 HN0950.Superseded values are not recommended for survey control.
 HN0950
 HN0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0950.See file dsdata.pdf to determine how the superseded data were derived.
 HN0950
 HN0950_MARKER: DD = SURVEY DISK
 HN0950_SETTING: 66 = SET IN ROCK OUTCROP
 HN0950_STAMPING: ET U 100 1959
 HN0950_MARK LOGO: USGS
 HN0950_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0950+STABILITY: POSITION/ELEVATION WELL
 HN0950
 HN0950  HISTORY     - Date     Condition        Report By
 HN0950  HISTORY     - 1959     MONUMENTED       USGS
 HN0950
 HN0950                          STATION DESCRIPTION
 HN0950
 HN0950'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0950'LOCATED ABOUT 5 MI. NW. OF THE HOLE-IN-THE-ROCK HISTORICAL MARKER,
 HN0950'5 MI. ESE. OF GREGORY NATURAL BRIDGE, 0.5 MI. S. OF THE COLORADO
 HN0950'RIVER, ABOUT 50 FT. SW. OF TOP OF THE HIGHEST POINT IN THE
 HN0950'IMMEDIATE AREA, ON A SPUR TOP ABOUT 15 FT. LOWER THAN THE HIGHEST
 HN0950'POINT ON TOP.
 HN0950'
 HN0950'STATION REACHED BY HELICOPTER.
 HN0950'
 HN0950'STATION MARK--STANDARD TABLET, STAMPED ---ET U 100 1959---, SET IN
 HN0950'SOLID SANDSTONE ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0952 ***********************************************************************
 HN0952  DESIGNATION -  ET U 101
 HN0952  PID         -  HN0952
 HN0952  STATE/COUNTY-  UT/KANE
 HN0952  COUNTRY     -  US
 HN0952  USGS QUAD   -  THE RINCON (2017)
 HN0952
 HN0952                         *CURRENT SURVEY CONTROL
 HN0952  ______________________________________________________________________
 HN0952* NAD 83(1994) POSITION- 37 17 43.35806(N) 110 52 05.40888(W)   ADJUSTED
 HN0952* NAVD 88 ORTHO HEIGHT -  1290.9   (meters)     4235.    (feet) VERTCON3
 HN0952  ______________________________________________________________________
 HN0952  GEOID HEIGHT    -        -22.703 (meters)                     GEOID18
 HN0952  LAPLACE CORR    -          2.05  (seconds)                    DEFLEC18
 HN0952  HORZ ORDER      -  THIRD
 HN0952
 HN0952.The horizontal coordinates were established by classical geodetic methods
 HN0952.and adjusted by the National Geodetic Survey in November 1997.
 HN0952
 HN0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0952
 HN0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0952.GEOID18 height accuracy estimate available here.
 HN0952
 HN0952.Click photographs - Photos may exist for this station.
 HN0952
 HN0952.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0952
 HN0952. The following values were computed from the NAD 83(1994) position.
 HN0952
 HN0952;                    North         East     Units Scale Factor Converg.
 HN0952;SPC UT S     - 3,069,965.593   556,020.896   MT  0.99998744   +0 23 13.6
 HN0952;SPC UT S     -10,072,045.45  1,824,211.89   sFT  0.99998744   +0 23 13.6
 HN0952;UTM  12      - 4,127,648.491   511,684.266   MT  0.99960168   +0 04 47.6
 HN0952
 HN0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0952!SPC UT S     -   0.99980102  x   0.99998744  =   0.99978846
 HN0952!UTM  12      -   0.99980102  x   0.99960168  =   0.99940278
 HN0952
 HN0952:                Primary Azimuth Mark                     Grid Az
 HN0952:SPC UT S     -  ET U 83                                  200 05 56.9
 HN0952:UTM  12      -  ET U 83                                  200 24 22.9
 HN0952
 HN0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG1168427648(NAD 83)
 HN0952
 HN0952|---------------------------------------------------------------------|
 HN0952| PID    Reference Object                     Distance      Geod. Az  |
 HN0952|                                                           dddmmss.s |
 HN0952| HN0955 ET U 83                             APPROX. 2.2 KM 2002910.5 |
 HN0952|---------------------------------------------------------------------|
 HN0952
 HN0952                          SUPERSEDED SURVEY CONTROL
 HN0952
 HN0952  NAD 83(1992)-  37 17 43.35423(N)    110 52 05.40903(W) AD(       ) 3
 HN0952  NAD 83(1986)-  37 17 43.35373(N)    110 52 05.40863(W) AD(       ) 3
 HN0952  NAD 27      -  37 17 43.38315(N)    110 52 02.87044(W) AD(       ) 3
 HN0952  NGVD 29 (07/19/86) 1289.9    (m)         4232.     (f) VERT ANG       
 HN0952
 HN0952.Superseded values are not recommended for survey control.
 HN0952
 HN0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0952.See file dsdata.pdf to determine how the superseded data were derived.
 HN0952
 HN0952_MARKER: DD = SURVEY DISK
 HN0952_SETTING: 66 = SET IN ROCK OUTCROP
 HN0952_STAMPING: ET U 101 1959
 HN0952_MARK LOGO: USGS
 HN0952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0952+STABILITY: POSITION/ELEVATION WELL
 HN0952
 HN0952  HISTORY     - Date     Condition        Report By
 HN0952  HISTORY     - 1959     MONUMENTED       USGS
 HN0952
 HN0952                          STATION DESCRIPTION
 HN0952
 HN0952'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0952'LOCATED ABOUT 0.4 MI. N. OF THE CONFLUENCE OF THE ESCALANTE RIVER
 HN0952'WITH THE COLORADO RIVER, IN THE ---Y--- ON A POINT 70 FT. S. OF A
 HN0952'SMALL TOP.
 HN0952'
 HN0952'STATION REACHED BY HELICOPTER.
 HN0952'
 HN0952'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 101 1959---,
 HN0952'CEMENTED IN DRILL HOLE IN SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0947 ***********************************************************************
 HN0947  DESIGNATION -  ET U 103
 HN0947  PID         -  HN0947
 HN0947  STATE/COUNTY-  UT/SAN JUAN
 HN0947  COUNTRY     -  US
 HN0947  USGS QUAD   -  THE RINCON (2017)
 HN0947
 HN0947                         *CURRENT SURVEY CONTROL
 HN0947  ______________________________________________________________________
 HN0947* NAD 83(1994) POSITION- 37 18 28.07543(N) 110 47 44.19869(W)   ADJUSTED
 HN0947* NAVD 88 ORTHO HEIGHT -  1409.0   (meters)     4623.    (feet) VERTCON3
 HN0947  ______________________________________________________________________
 HN0947  GEOID HEIGHT    -        -22.648 (meters)                     GEOID18
 HN0947  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 HN0947  HORZ ORDER      -  THIRD
 HN0947
 HN0947.The horizontal coordinates were established by classical geodetic methods
 HN0947.and adjusted by the National Geodetic Survey in November 1997.
 HN0947
 HN0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0947
 HN0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0947.GEOID18 height accuracy estimate available here.
 HN0947
 HN0947.Click photographs - Photos may exist for this station.
 HN0947
 HN0947.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0947
 HN0947. The following values were computed from the NAD 83(1994) position.
 HN0947
 HN0947;                    North         East     Units Scale Factor Converg.
 HN0947;SPC UT S     - 3,071,390.076   562,443.741   MT  0.99998563   +0 25 53.7
 HN0947;SPC UT S     -10,076,718.94  1,845,284.17   sFT  0.99998563   +0 25 53.7
 HN0947;UTM  12      - 4,129,037.953   518,112.195   MT  0.99960404   +0 07 26.0
 HN0947
 HN0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0947!SPC UT S     -   0.99978249  x   0.99998563  =   0.99976812
 HN0947!UTM  12      -   0.99978249  x   0.99960404  =   0.99938661
 HN0947
 HN0947:                Primary Azimuth Mark                     Grid Az
 HN0947:SPC UT S     -  RINCON=ET U 102                          221 04 30.9
 HN0947:UTM  12      -  RINCON=ET U 102                          221 22 58.6
 HN0947
 HN0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG1811229037(NAD 83)
 HN0947
 HN0947|---------------------------------------------------------------------|
 HN0947| PID    Reference Object                     Distance      Geod. Az  |
 HN0947|                                                           dddmmss.s |
 HN0947| HN0942 RINCON=ET U 102                     APPROX. 2.9 KM 2213024.6 |
 HN0947|---------------------------------------------------------------------|
 HN0947
 HN0947                          SUPERSEDED SURVEY CONTROL
 HN0947
 HN0947  NAD 83(1992)-  37 18 28.07140(N)    110 47 44.19888(W) AD(       ) 3
 HN0947  NAD 83(1986)-  37 18 28.07105(N)    110 47 44.19856(W) AD(       ) 3
 HN0947  NAD 27      -  37 18 28.09957(N)    110 47 41.67858(W) AD(       ) 3
 HN0947  NGVD 29 (07/19/86) 1408.0    (m)         4619.     (f) VERT ANG       
 HN0947
 HN0947.Superseded values are not recommended for survey control.
 HN0947
 HN0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0947.See file dsdata.pdf to determine how the superseded data were derived.
 HN0947
 HN0947_MARKER: DD = SURVEY DISK
 HN0947_SETTING: 66 = SET IN ROCK OUTCROP
 HN0947_STAMPING: ET U 103 1959
 HN0947_MARK LOGO: USGS
 HN0947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0947+STABILITY: POSITION/ELEVATION WELL
 HN0947
 HN0947  HISTORY     - Date     Condition        Report By
 HN0947  HISTORY     - 1959     MONUMENTED       USGS
 HN0947
 HN0947                          STATION DESCRIPTION
 HN0947
 HN0947'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0947'LOCATED ABOUT 4.5 MI. NE. OF THE CONFLUENCE OF THE ESCALANTE RIVER
 HN0947'AND THE COLORADO RIVER, ON A POINT AT THE N. END OF THE RINCON.
 HN0947'
 HN0947'STATION REACHED BY HELICOPTER.
 HN0947'
 HN0947'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 103 1959---,
 HN0947'CEMENTED IN DRILL HOLE IN THE EDGE OF A SANDSTONE POINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0945 ***********************************************************************
 HN0945  DESIGNATION -  ET U 104
 HN0945  PID         -  HN0945
 HN0945  STATE/COUNTY-  UT/SAN JUAN
 HN0945  COUNTRY     -  US
 HN0945  USGS QUAD   -  THE RINCON (2017)
 HN0945
 HN0945                         *CURRENT SURVEY CONTROL
 HN0945  ______________________________________________________________________
 HN0945* NAD 83(1994) POSITION- 37 19 36.51963(N) 110 45 54.73425(W)   ADJUSTED
 HN0945* NAVD 88 ORTHO HEIGHT -  1321.3   (meters)     4335.    (feet) VERTCON3
 HN0945  ______________________________________________________________________
 HN0945  GEOID HEIGHT    -        -22.620 (meters)                     GEOID18
 HN0945  LAPLACE CORR    -          1.35  (seconds)                    DEFLEC18
 HN0945  HORZ ORDER      -  THIRD
 HN0945
 HN0945.The horizontal coordinates were established by classical geodetic methods
 HN0945.and adjusted by the National Geodetic Survey in November 1997.
 HN0945
 HN0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0945
 HN0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0945.GEOID18 height accuracy estimate available here.
 HN0945
 HN0945.Click photographs - Photos may exist for this station.
 HN0945
 HN0945.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0945
 HN0945. The following values were computed from the NAD 83(1994) position.
 HN0945
 HN0945;                    North         East     Units Scale Factor Converg.
 HN0945;SPC UT S     - 3,073,520.770   565,122.654   MT  0.99998294   +0 27 00.7
 HN0945;SPC UT S     -10,083,709.39  1,854,073.24   sFT  0.99998294   +0 27 00.7
 HN0945;UTM  12      - 4,131,153.424   520,801.493   MT  0.99960533   +0 08 32.5
 HN0945
 HN0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0945!SPC UT S     -   0.99979624  x   0.99998294  =   0.99977918
 HN0945!UTM  12      -   0.99979624  x   0.99960533  =   0.99940165
 HN0945
 HN0945:                Primary Azimuth Mark                     Grid Az
 HN0945:SPC UT S     -  ET U 105                                 003 25 37.4
 HN0945:UTM  12      -  ET U 105                                 003 44 05.6
 HN0945
 HN0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2080131153(NAD 83)
 HN0945
 HN0945|---------------------------------------------------------------------|
 HN0945| PID    Reference Object                     Distance      Geod. Az  |
 HN0945|                                                           dddmmss.s |
 HN0945| HN0944 ET U 105                            APPROX. 2.8 KM 0035238.1 |
 HN0945|---------------------------------------------------------------------|
 HN0945
 HN0945                          SUPERSEDED SURVEY CONTROL
 HN0945
 HN0945  NAD 83(1992)-  37 19 36.51550(N)    110 45 54.73448(W) AD(       ) 3
 HN0945  NAD 83(1986)-  37 19 36.51523(N)    110 45 54.73407(W) AD(       ) 3
 HN0945  NAD 27      -  37 19 36.54385(N)    110 45 52.21665(W) AD(       ) 3
 HN0945  NGVD 29 (07/19/86) 1320.3    (m)         4332.     (f) VERT ANG       
 HN0945
 HN0945.Superseded values are not recommended for survey control.
 HN0945
 HN0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0945.See file dsdata.pdf to determine how the superseded data were derived.
 HN0945
 HN0945_MARKER: DD = SURVEY DISK
 HN0945_SETTING: 66 = SET IN ROCK OUTCROP
 HN0945_STAMPING: ET U 104 1959
 HN0945_MARK LOGO: USGS
 HN0945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0945+STABILITY: POSITION/ELEVATION WELL
 HN0945
 HN0945  HISTORY     - Date     Condition        Report By
 HN0945  HISTORY     - 1959     MONUMENTED       USGS
 HN0945
 HN0945                          STATION DESCRIPTION
 HN0945
 HN0945'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0945'LOCATED ABOUT 8.5 MI. NE. OF THE HOLE-IN-THE-ROCK ON THE S. SIDE
 HN0945'COLORADO RIVER, W. OF AND NEAR THE MOUTH OF A CREEK, ON A ROCKY DOME
 HN0945'ON THE LINE OF BLUFFS WHICH FORM THE SOUTHERLY WALL OF THE RIVER
 HN0945'CANYON.
 HN0945'
 HN0945'STATION REACHED BY HELICOPTER.
 HN0945'
 HN0945'STATION MARK--STANDARD TABLET, STAMPED ---ET U 104 1959---, CEMENTED
 HN0945'IN SUMMIT OF ROCKY DOME.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0944 ***********************************************************************
 HN0944  DESIGNATION -  ET U 105
 HN0944  PID         -  HN0944
 HN0944  STATE/COUNTY-  UT/KANE
 HN0944  COUNTRY     -  US
 HN0944  USGS QUAD   -  THE RINCON (2017)
 HN0944
 HN0944                         *CURRENT SURVEY CONTROL
 HN0944  ______________________________________________________________________
 HN0944* NAD 83(1994) POSITION- 37 21 05.94727(N) 110 45 47.14212(W)   ADJUSTED
 HN0944* NAVD 88 ORTHO HEIGHT -  1370.4   (meters)     4496.    (feet) VERTCON3
 HN0944  ______________________________________________________________________
 HN0944  GEOID HEIGHT    -        -22.610 (meters)                     GEOID18
 HN0944  LAPLACE CORR    -         -3.44  (seconds)                    DEFLEC18
 HN0944  HORZ ORDER      -  THIRD
 HN0944
 HN0944.The horizontal coordinates were established by classical geodetic methods
 HN0944.and adjusted by the National Geodetic Survey in November 1997.
 HN0944
 HN0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0944
 HN0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0944.GEOID18 height accuracy estimate available here.
 HN0944
 HN0944.Click photographs - Photos may exist for this station.
 HN0944
 HN0944.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0944
 HN0944. The following values were computed from the NAD 83(1994) position.
 HN0944
 HN0944;                    North         East     Units Scale Factor Converg.
 HN0944;SPC UT S     - 3,076,279.059   565,287.833   MT  0.99997960   +0 27 05.4
 HN0944;SPC UT S     -10,092,758.88  1,854,615.17   sFT  0.99997960   +0 27 05.4
 HN0944;UTM  12      - 4,133,909.749   520,981.420   MT  0.99960542   +0 08 37.4
 HN0944
 HN0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0944!SPC UT S     -   0.99978855  x   0.99997960  =   0.99976815
 HN0944!UTM  12      -   0.99978855  x   0.99960542  =   0.99939405
 HN0944
 HN0944:                Primary Azimuth Mark                     Grid Az
 HN0944:SPC UT S     -  ET U 106                                 047 37 28.0
 HN0944:UTM  12      -  ET U 106                                 047 55 56.0
 HN0944
 HN0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2098133909(NAD 83)
 HN0944
 HN0944|---------------------------------------------------------------------|
 HN0944| PID    Reference Object                     Distance      Geod. Az  |
 HN0944|                                                           dddmmss.s |
 HN0944| HN0893 ET U 106                            APPROX. 2.5 KM 0480433.4 |
 HN0944|---------------------------------------------------------------------|
 HN0944
 HN0944                          SUPERSEDED SURVEY CONTROL
 HN0944
 HN0944  NAD 83(1992)-  37 21 05.94307(N)    110 45 47.14230(W) AD(       ) 3
 HN0944  NAD 83(1986)-  37 21 05.94284(N)    110 45 47.14195(W) AD(       ) 3
 HN0944  NAD 27      -  37 21 05.97270(N)    110 45 44.62360(W) AD(       ) 3
 HN0944  NGVD 29 (07/19/86) 1369.3    (m)         4492.     (f) VERT ANG       
 HN0944
 HN0944.Superseded values are not recommended for survey control.
 HN0944
 HN0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0944.See file dsdata.pdf to determine how the superseded data were derived.
 HN0944
 HN0944_MARKER: DD = SURVEY DISK
 HN0944_SETTING: 66 = SET IN ROCK OUTCROP
 HN0944_STAMPING: ET U 105 1959
 HN0944_MARK LOGO: USGS
 HN0944_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0944+STABILITY: POSITION/ELEVATION WELL
 HN0944
 HN0944  HISTORY     - Date     Condition        Report By
 HN0944  HISTORY     - 1959     MONUMENTED       USGS
 HN0944
 HN0944                          STATION DESCRIPTION
 HN0944
 HN0944'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0944'LOCATED ABOUT 3.5 MI. NE. OF THE RINCON, 0.5 MI. W. OF THE COLORADO
 HN0944'RIVER, ON HIGHEST POINT OF A ROUNDED, RED SANDSTONE KNOB.
 HN0944'
 HN0944'STATION REACHED BY HELICOPTER.
 HN0944'
 HN0944'STATION MARK--STANDARD TABLET, STAMPED ---ET U 105 1959---, CEMENTED
 HN0944'IN DRILL HOLE IN BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0893 ***********************************************************************
 HN0893  DESIGNATION -  ET U 106
 HN0893  PID         -  HN0893
 HN0893  STATE/COUNTY-  UT/KANE
 HN0893  COUNTRY     -  US
 HN0893  USGS QUAD   -  ALCOVE CANYON (2017)
 HN0893
 HN0893                         *CURRENT SURVEY CONTROL
 HN0893  ______________________________________________________________________
 HN0893* NAD 83(1994) POSITION- 37 22 00.13115(N) 110 44 31.53572(W)   ADJUSTED
 HN0893* NAVD 88 ORTHO HEIGHT -  1390.1   (meters)     4561.    (feet) VERTCON3
 HN0893  ______________________________________________________________________
 HN0893  GEOID HEIGHT    -        -22.593 (meters)                     GEOID18
 HN0893  LAPLACE CORR    -          0.72  (seconds)                    DEFLEC18
 HN0893  HORZ ORDER      -  THIRD
 HN0893
 HN0893.The horizontal coordinates were established by classical geodetic methods
 HN0893.and adjusted by the National Geodetic Survey in November 1997.
 HN0893
 HN0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0893
 HN0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0893.GEOID18 height accuracy estimate available here.
 HN0893
 HN0893.Click photographs - Photos may exist for this station.
 HN0893
 HN0893.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0893
 HN0893. The following values were computed from the NAD 83(1994) position.
 HN0893
 HN0893;                    North         East     Units Scale Factor Converg.
 HN0893;SPC UT S     - 3,077,964.274   567,134.957   MT  0.99997767   +0 27 51.7
 HN0893;SPC UT S     -10,098,287.79  1,860,675.27   sFT  0.99997767   +0 27 51.7
 HN0893;UTM  12      - 4,135,584.393   522,836.878   MT  0.99960642   +0 09 23.5
 HN0893
 HN0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0893!SPC UT S     -   0.99978544  x   0.99997767  =   0.99976312
 HN0893!UTM  12      -   0.99978544  x   0.99960642  =   0.99939195
 HN0893
 HN0893:                Primary Azimuth Mark                     Grid Az
 HN0893:SPC UT S     -  ET U 105                                 227 37 27.5
 HN0893:UTM  12      -  ET U 105                                 227 55 55.7
 HN0893
 HN0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2283635584(NAD 83)
 HN0893
 HN0893|---------------------------------------------------------------------|
 HN0893| PID    Reference Object                     Distance      Geod. Az  |
 HN0893|                                                           dddmmss.s |
 HN0893| HN0944 ET U 105                            APPROX. 2.5 KM 2280519.2 |
 HN0893|---------------------------------------------------------------------|
 HN0893
 HN0893                          SUPERSEDED SURVEY CONTROL
 HN0893
 HN0893  NAD 83(1992)-  37 22 00.12688(N)    110 44 31.53593(W) AD(       ) 3
 HN0893  NAD 83(1986)-  37 22 00.12671(N)    110 44 31.53558(W) AD(       ) 3
 HN0893  NAD 27      -  37 22 00.15680(N)    110 44 29.01905(W) AD(       ) 3
 HN0893  NGVD 29 (07/19/86) 1389.1    (m)         4557.     (f) VERT ANG       
 HN0893
 HN0893.Superseded values are not recommended for survey control.
 HN0893
 HN0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0893.See file dsdata.pdf to determine how the superseded data were derived.
 HN0893
 HN0893_MARKER: DD = SURVEY DISK
 HN0893_SETTING: 66 = SET IN ROCK OUTCROP
 HN0893_STAMPING: ET U 106 1959
 HN0893_MARK LOGO: USGS
 HN0893_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0893+STABILITY: POSITION/ELEVATION WELL
 HN0893
 HN0893  HISTORY     - Date     Condition        Report By
 HN0893  HISTORY     - 1959     MONUMENTED       USGS
 HN0893
 HN0893                          STATION DESCRIPTION
 HN0893
 HN0893'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0893'LOCATED ABOUT 9 MI. NE. OF THE CONFLUENCE OF THE ESCALANTE RIVER
 HN0893'WITH THE COLORADO RIVER AND 0.5 MI. NW. OF THE COLORADO RIVER, ON
 HN0893'A ROUNDED, SANDY TOP.
 HN0893'
 HN0893'STATION REACHED BY HELICOPTER.
 HN0893'
 HN0893'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 106 1959---,
 HN0893'CEMENTED IN DRILL HOLE IN CONGLOMERATE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0946 ***********************************************************************
 HN0946  DESIGNATION -  ET U 108
 HN0946  PID         -  HN0946
 HN0946  STATE/COUNTY-  UT/KANE
 HN0946  COUNTRY     -  US
 HN0946  USGS QUAD   -  THE RINCON (2017)
 HN0946
 HN0946                         *CURRENT SURVEY CONTROL
 HN0946  ______________________________________________________________________
 HN0946* NAD 83(1994) POSITION- 37 21 24.57869(N) 110 47 41.49061(W)   ADJUSTED
 HN0946* NAVD 88 ORTHO HEIGHT -  1612.3   (meters)     5290.    (feet) VERTCON3
 HN0946  ______________________________________________________________________
 HN0946  GEOID HEIGHT    -        -22.578 (meters)                     GEOID18
 HN0946  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 HN0946  HORZ ORDER      -  THIRD
 HN0946
 HN0946.The horizontal coordinates were established by classical geodetic methods
 HN0946.and adjusted by the National Geodetic Survey in November 1997.
 HN0946
 HN0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0946
 HN0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0946.GEOID18 height accuracy estimate available here.
 HN0946
 HN0946.Click photographs - Photos may exist for this station.
 HN0946
 HN0946.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0946
 HN0946. The following values were computed from the NAD 83(1994) position.
 HN0946
 HN0946;                    North         East     Units Scale Factor Converg.
 HN0946;SPC UT S     - 3,076,831.720   562,469.397   MT  0.99997893   +0 25 55.3
 HN0946;SPC UT S     -10,094,572.07  1,845,368.35   sFT  0.99997893   +0 25 55.3
 HN0946;UTM  12      - 4,134,477.324   518,167.046   MT  0.99960407   +0 07 28.1
 HN0946
 HN0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0946!SPC UT S     -   0.99975060  x   0.99997893  =   0.99972953
 HN0946!UTM  12      -   0.99975060  x   0.99960407  =   0.99935477
 HN0946
 HN0946:                Primary Azimuth Mark                     Grid Az
 HN0946:SPC UT S     -  ET U 109                                 232 10 52.3
 HN0946:UTM  12      -  ET U 109                                 232 29 19.5
 HN0946
 HN0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG1816734477(NAD 83)
 HN0946
 HN0946|---------------------------------------------------------------------|
 HN0946| PID    Reference Object                     Distance      Geod. Az  |
 HN0946|                                                           dddmmss.s |
 HN0946| HN0948 ET U 109                            APPROX. 2.7 KM 2323647.6 |
 HN0946|---------------------------------------------------------------------|
 HN0946
 HN0946                          SUPERSEDED SURVEY CONTROL
 HN0946
 HN0946  NAD 83(1992)-  37 21 24.57445(N)    110 47 41.49072(W) AD(       ) 3
 HN0946  NAD 83(1986)-  37 21 24.57429(N)    110 47 41.49050(W) AD(       ) 3
 HN0946  NAD 27      -  37 21 24.60419(N)    110 47 38.96693(W) AD(       ) 3
 HN0946  NGVD 29 (07/19/86) 1611.2    (m)         5286.     (f) VERT ANG       
 HN0946
 HN0946.Superseded values are not recommended for survey control.
 HN0946
 HN0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0946.See file dsdata.pdf to determine how the superseded data were derived.
 HN0946
 HN0946_MARKER: DD = SURVEY DISK
 HN0946_SETTING: 66 = SET IN ROCK OUTCROP
 HN0946_STAMPING: ET U 108 1959
 HN0946_MARK LOGO: USGS
 HN0946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0946+STABILITY: POSITION/ELEVATION WELL
 HN0946
 HN0946  HISTORY     - Date     Condition        Report By
 HN0946  HISTORY     - 1959     MONUMENTED       USGS
 HN0946
 HN0946                          STATION DESCRIPTION
 HN0946
 HN0946'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0946'LOCATED ABOUT 9.5 MI. NE. OF THE HOLE-IN-THE-ROCK ON THE COLORADO
 HN0946'RIVER, 2.5 MI. DUE N. OF THE COLORADO RIVER AT A POINT DUE N. OF
 HN0946'THE RINCON (A PROMINENT LAND FORM ON THE S. SIDE OF THE COLORADO
 HN0946'RIVER), ON ONE OF THE HIGHEST POINTS OF THE MOUNTAIN.
 HN0946'
 HN0946'STATION REACHED BY HELICOPTER.
 HN0946'
 HN0946'STATION MARK--STANDARD TABLET, STAMPED ---ET U 108 1959---, CEMENTED
 HN0946'IN ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0948 ***********************************************************************
 HN0948  DESIGNATION -  ET U 109
 HN0948  PID         -  HN0948
 HN0948  STATE/COUNTY-  UT/KANE
 HN0948  COUNTRY     -  US
 HN0948  USGS QUAD   -  THE RINCON (2017)
 HN0948
 HN0948                         *CURRENT SURVEY CONTROL
 HN0948  ______________________________________________________________________
 HN0948* NAD 83(1994) POSITION- 37 20 31.26518(N) 110 49 08.85473(W)   ADJUSTED
 HN0948* NAVD 88 ORTHO HEIGHT -  1479.4   (meters)     4854.    (feet) VERTCON3
 HN0948  ______________________________________________________________________
 HN0948  GEOID HEIGHT    -        -22.629 (meters)                     GEOID18
 HN0948  LAPLACE CORR    -          3.43  (seconds)                    DEFLEC18
 HN0948  HORZ ORDER      -  THIRD
 HN0948
 HN0948.The horizontal coordinates were established by classical geodetic methods
 HN0948.and adjusted by the National Geodetic Survey in November 1997.
 HN0948
 HN0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0948
 HN0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0948.GEOID18 height accuracy estimate available here.
 HN0948
 HN0948.Click photographs - Photos may exist for this station.
 HN0948
 HN0948.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0948
 HN0948. The following values were computed from the NAD 83(1994) position.
 HN0948
 HN0948;                    North         East     Units Scale Factor Converg.
 HN0948;SPC UT S     - 3,075,172.266   560,331.486   MT  0.99998087   +0 25 01.8
 HN0948;SPC UT S     -10,089,127.68  1,838,354.22   sFT  0.99998087   +0 25 01.8
 HN0948;UTM  12      - 4,132,829.987   516,021.067   MT  0.99960316   +0 06 35.0
 HN0948
 HN0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0948!SPC UT S     -   0.99977145  x   0.99998087  =   0.99975233
 HN0948!UTM  12      -   0.99977145  x   0.99960316  =   0.99937470
 HN0948
 HN0948:                Primary Azimuth Mark                     Grid Az
 HN0948:SPC UT S     -  ET U 98                                  309 17 09.0
 HN0948:UTM  12      -  ET U 98                                  309 35 35.8
 HN0948
 HN0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG1602132829(NAD 83)
 HN0948
 HN0948|---------------------------------------------------------------------|
 HN0948| PID    Reference Object                     Distance      Geod. Az  |
 HN0948|                                                           dddmmss.s |
 HN0948| HN0949 ET U 98                             APPROX. 2.5 KM 3094210.8 |
 HN0948|---------------------------------------------------------------------|
 HN0948
 HN0948                          SUPERSEDED SURVEY CONTROL
 HN0948
 HN0948  NAD 83(1992)-  37 20 31.26100(N)    110 49 08.85478(W) AD(       ) 3
 HN0948  NAD 83(1986)-  37 20 31.26073(N)    110 49 08.85457(W) AD(       ) 3
 HN0948  NAD 27      -  37 20 31.29078(N)    110 49 06.32762(W) AD(       ) 3
 HN0948  NGVD 29 (07/19/86) 1478.3    (m)         4850.     (f) VERT ANG       
 HN0948
 HN0948.Superseded values are not recommended for survey control.
 HN0948
 HN0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0948.See file dsdata.pdf to determine how the superseded data were derived.
 HN0948
 HN0948_MARKER: DD = SURVEY DISK
 HN0948_SETTING: 66 = SET IN ROCK OUTCROP
 HN0948_STAMPING: ET U 109 1959
 HN0948_MARK LOGO: USGS
 HN0948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0948+STABILITY: POSITION/ELEVATION WELL
 HN0948
 HN0948  HISTORY     - Date     Condition        Report By
 HN0948  HISTORY     - 1959     MONUMENTED       USGS
 HN0948
 HN0948                          STATION DESCRIPTION
 HN0948
 HN0948'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0948'LOCATED ABOUT 3 MI. NW. OF THE RINCON, 0.8 MI. N. OF THE COLORADO
 HN0948'RIVER, ON THE HIGHEST POINT OF A ROUNDED, RED, SANDSTONE KNOB.
 HN0948'
 HN0948'STATION REACHED BY HELICOPTER.
 HN0948'
 HN0948'STATION MARK--STANDARD TABLET, STAMPED ---ET U 109 1959---, CEMENTED
 HN0948'IN DRILL HOLE IN BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0765 ***********************************************************************
 HN0765  DESIGNATION -  ET U 11
 HN0765  PID         -  HN0765
 HN0765  STATE/COUNTY-  UT/KANE
 HN0765  COUNTRY     -  US
 HN0765  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0765
 HN0765                         *CURRENT SURVEY CONTROL
 HN0765  ______________________________________________________________________
 HN0765* NAD 83(1994) POSITION- 37 03 24.19541(N) 111 24 43.31285(W)   ADJUSTED
 HN0765* NAVD 88 ORTHO HEIGHT -  1391.3   (meters)     4565.    (feet) VERTCON3
 HN0765  ______________________________________________________________________
 HN0765  GEOID HEIGHT    -        -23.392 (meters)                     GEOID18
 HN0765  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC18
 HN0765  HORZ ORDER      -  THIRD
 HN0765
 HN0765.The horizontal coordinates were established by classical geodetic methods
 HN0765.and adjusted by the National Geodetic Survey in November 1997.
 HN0765
 HN0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0765
 HN0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0765.GEOID18 height accuracy estimate available here.
 HN0765
 HN0765.Click photographs - Photos may exist for this station.
 HN0765
 HN0765.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0765
 HN0765. The following values were computed from the NAD 83(1994) position.
 HN0765
 HN0765;                    North         East     Units Scale Factor Converg.
 HN0765;SPC UT S     - 3,043,293.511   507,824.660   MT  1.00003127   +0 03 14.0
 HN0765;SPC UT S     - 9,984,538.79  1,666,088.07   sFT  1.00003127   +0 03 14.0
 HN0765;UTM  12      - 4,101,244.017   463,366.234   MT  0.99961653   -0 14 53.9
 HN0765
 HN0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0765!SPC UT S     -   0.99978538  x   1.00003127  =   0.99981664
 HN0765!UTM  12      -   0.99978538  x   0.99961653  =   0.99940199
 HN0765
 HN0765:                Primary Azimuth Mark                     Grid Az
 HN0765:SPC UT S     -  ET U 10                                  310 40 13.2
 HN0765:UTM  12      -  ET U 10                                  310 58 21.1
 HN0765
 HN0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG6336601244(NAD 83)
 HN0765
 HN0765|---------------------------------------------------------------------|
 HN0765| PID    Reference Object                     Distance      Geod. Az  |
 HN0765|                                                           dddmmss.s |
 HN0765| HN0767 ET U 10                             APPROX. 3.7 KM 3104327.2 |
 HN0765|---------------------------------------------------------------------|
 HN0765
 HN0765                          SUPERSEDED SURVEY CONTROL
 HN0765
 HN0765  NAD 83(1992)-  37 03 24.19478(N)    111 24 43.31330(W) AD(       ) 3
 HN0765  NAD 83(1986)-  37 03 24.19078(N)    111 24 43.31449(W) AD(       ) 3
 HN0765  NAD 27      -  37 03 24.23338(N)    111 24 40.74862(W) AD(       ) 3
 HN0765  NGVD 29 (07/19/86) 1390.4    (m)         4562.     (f) VERT ANG       
 HN0765
 HN0765.Superseded values are not recommended for survey control.
 HN0765
 HN0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0765.See file dsdata.pdf to determine how the superseded data were derived.
 HN0765
 HN0765_MARKER: DD = SURVEY DISK
 HN0765_SETTING: 66 = SET IN ROCK OUTCROP
 HN0765_STAMPING: ET U 11 1959
 HN0765_MARK LOGO: USGS
 HN0765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0765+STABILITY: POSITION/ELEVATION WELL
 HN0765
 HN0765  HISTORY     - Date     Condition        Report By
 HN0765  HISTORY     - 1959     MONUMENTED       USGS
 HN0765
 HN0765                          STATION DESCRIPTION
 HN0765
 HN0765'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0765'LOCATED ABOUT 5 MI. W. OF THE ---CROSSING OF THE FATHERS---, 3 MI. N.
 HN0765'OF THE CONFLUENCE OF WARM CREEK AND THE COLORADO RIVER, ON THE SE.
 HN0765'RIM OF A LARGE, FLAT RIDGE EXTENDING TO THE SW., ON A SMALL ROCKY TOP.
 HN0765'
 HN0765'STATION REACHED BY HELICOPTER.
 HN0765'
 HN0765'STATION MARK--STANDARD TABLET, STAMPED ---ET U 11 1959---, CEMENTED
 HN0765'IN SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0943 ***********************************************************************
 HN0943  DESIGNATION -  ET U 111
 HN0943  PID         -  HN0943
 HN0943  STATE/COUNTY-  UT/SAN JUAN
 HN0943  COUNTRY     -  US
 HN0943  USGS QUAD   -  THE RINCON (2017)
 HN0943
 HN0943                         *CURRENT SURVEY CONTROL
 HN0943  ______________________________________________________________________
 HN0943* NAD 83(1994) POSITION- 37 17 47.73389(N) 110 45 15.55453(W)   ADJUSTED
 HN0943* NAVD 88 ORTHO HEIGHT -  1429.5   (meters)     4690.    (feet) VERTCON3
 HN0943  ______________________________________________________________________
 HN0943  GEOID HEIGHT    -        -22.569 (meters)                     GEOID18
 HN0943  LAPLACE CORR    -          1.20  (seconds)                    DEFLEC18
 HN0943  HORZ ORDER      -  THIRD
 HN0943
 HN0943.The horizontal coordinates were established by classical geodetic methods
 HN0943.and adjusted by the National Geodetic Survey in November 1997.
 HN0943
 HN0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0943
 HN0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0943.GEOID18 height accuracy estimate available here.
 HN0943
 HN0943.Click photographs - Photos may exist for this station.
 HN0943
 HN0943.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0943
 HN0943. The following values were computed from the NAD 83(1994) position.
 HN0943
 HN0943;                    North         East     Units Scale Factor Converg.
 HN0943;SPC UT S     - 3,070,174.834   566,113.924   MT  0.99998726   +0 27 24.7
 HN0943;SPC UT S     -10,072,731.93  1,857,325.43   sFT  0.99998726   +0 27 24.7
 HN0943;UTM  12      - 4,127,803.480   521,774.398   MT  0.99960584   +0 08 55.9
 HN0943
 HN0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0943!SPC UT S     -   0.99977926  x   0.99998726  =   0.99976652
 HN0943!UTM  12      -   0.99977926  x   0.99960584  =   0.99938519
 HN0943
 HN0943:                Primary Azimuth Mark                     Grid Az
 HN0943:SPC UT S     -  ET U 112                                 098 03 13.8
 HN0943:UTM  12      -  ET U 112                                 098 21 42.6
 HN0943
 HN0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2177427803(NAD 83)
 HN0943
 HN0943|---------------------------------------------------------------------|
 HN0943| PID    Reference Object                     Distance      Geod. Az  |
 HN0943|                                                           dddmmss.s |
 HN0943| HN0891 ET U 112                            APPROX. 3.2 KM 0983038.5 |
 HN0943|---------------------------------------------------------------------|
 HN0943
 HN0943                          SUPERSEDED SURVEY CONTROL
 HN0943
 HN0943  NAD 83(1992)-  37 17 47.72980(N)    110 45 15.55478(W) AD(       ) 3
 HN0943  NAD 83(1986)-  37 17 47.72950(N)    110 45 15.55441(W) AD(       ) 3
 HN0943  NAD 27      -  37 17 47.75602(N)    110 45 13.03963(W) AD(       ) 3
 HN0943  NGVD 29 (07/19/86) 1428.5    (m)         4687.     (f) VERT ANG       
 HN0943
 HN0943.Superseded values are not recommended for survey control.
 HN0943
 HN0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0943.See file dsdata.pdf to determine how the superseded data were derived.
 HN0943
 HN0943_MARKER: DD = SURVEY DISK
 HN0943_SETTING: 80 = SET IN A BOULDER
 HN0943_STAMPING: ET U 111 1959
 HN0943_MARK LOGO: USGS
 HN0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0943+STABILITY: SURFACE MOTION
 HN0943
 HN0943  HISTORY     - Date     Condition        Report By
 HN0943  HISTORY     - 1959     MONUMENTED       USGS
 HN0943
 HN0943                          STATION DESCRIPTION
 HN0943
 HN0943'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0943'LOCATED ABOUT 8.5 MI. NE. OF THE HOLE-IN-THE-ROCK ON THE COLORADO
 HN0943'RIVER, 2.5 MI. E. OF THE RINCON (A PROMINENT LAND FORM ON THE S.
 HN0943'SIDE OF THE COLORADO RIVER), 2.5 MI. S. OF THE COLORADO RIVER, NEAR
 HN0943'THE WESTERLY EDGE OF A WIDE, SAGE-COVERED FLAT.
 HN0943'
 HN0943'STATION REACHED BY HELICOPTER.
 HN0943'
 HN0943'STATION MARK--STANDARD TABLET, STAMPED ---ET U 111 1959---, CEMENTED
 HN0943'IN LARGE BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0891 ***********************************************************************
 HN0891  DESIGNATION -  ET U 112
 HN0891  PID         -  HN0891
 HN0891  STATE/COUNTY-  UT/SAN JUAN
 HN0891  COUNTRY     -  US
 HN0891  USGS QUAD   -  ALCOVE CANYON (2017)
 HN0891
 HN0891                         *CURRENT SURVEY CONTROL
 HN0891  ______________________________________________________________________
 HN0891* NAD 83(1994) POSITION- 37 17 32.50312(N) 110 43 08.31895(W)   ADJUSTED
 HN0891* NAVD 88 ORTHO HEIGHT -  1428.8   (meters)     4688.    (feet) VERTCON3
 HN0891  ______________________________________________________________________
 HN0891  GEOID HEIGHT    -        -22.505 (meters)                     GEOID18
 HN0891  LAPLACE CORR    -          5.43  (seconds)                    DEFLEC18
 HN0891  HORZ ORDER      -  THIRD
 HN0891
 HN0891.The horizontal coordinates were established by classical geodetic methods
 HN0891.and adjusted by the National Geodetic Survey in November 1997.
 HN0891
 HN0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0891
 HN0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0891.GEOID18 height accuracy estimate available here.
 HN0891
 HN0891.Click photographs - Photos may exist for this station.
 HN0891
 HN0891.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0891
 HN0891. The following values were computed from the NAD 83(1994) position.
 HN0891
 HN0891;                    North         East     Units Scale Factor Converg.
 HN0891;SPC UT S     - 3,069,730.891   569,251.398   MT  0.99998788   +0 28 42.7
 HN0891;SPC UT S     -10,071,275.43  1,867,618.96   sFT  0.99998788   +0 28 42.7
 HN0891;UTM  12      - 4,127,342.847   524,908.245   MT  0.99960764   +0 10 13.0
 HN0891
 HN0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0891!SPC UT S     -   0.99977936  x   0.99998788  =   0.99976725
 HN0891!UTM  12      -   0.99977936  x   0.99960764  =   0.99938709
 HN0891
 HN0891:                Primary Azimuth Mark                     Grid Az
 HN0891:SPC UT S     -  ET U 113                                 045 29 25.6
 HN0891:UTM  12      -  ET U 113                                 045 47 55.3
 HN0891
 HN0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2490827342(NAD 83)
 HN0891
 HN0891|---------------------------------------------------------------------|
 HN0891| PID    Reference Object                     Distance      Geod. Az  |
 HN0891|                                                           dddmmss.s |
 HN0891| HN0889 ET U 113                            APPROX. 2.4 KM 0455808.3 |
 HN0891|---------------------------------------------------------------------|
 HN0891
 HN0891                          SUPERSEDED SURVEY CONTROL
 HN0891
 HN0891  NAD 83(1992)-  37 17 32.49898(N)    110 43 08.31920(W) AD(       ) 3
 HN0891  NAD 83(1986)-  37 17 32.49873(N)    110 43 08.31882(W) AD(       ) 3
 HN0891  NAD 27      -  37 17 32.52391(N)    110 43 05.80793(W) AD(       ) 3
 HN0891  NGVD 29 (07/19/86) 1427.8    (m)         4684.     (f) VERT ANG       
 HN0891
 HN0891.Superseded values are not recommended for survey control.
 HN0891
 HN0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0891.See file dsdata.pdf to determine how the superseded data were derived.
 HN0891
 HN0891_MARKER: DD = SURVEY DISK
 HN0891_SETTING: 66 = SET IN ROCK OUTCROP
 HN0891_STAMPING: ET U 112 1959
 HN0891_MARK LOGO: USGS
 HN0891_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0891+STABILITY: POSITION/ELEVATION WELL
 HN0891
 HN0891  HISTORY     - Date     Condition        Report By
 HN0891  HISTORY     - 1959     MONUMENTED       USGS
 HN0891
 HN0891                          STATION DESCRIPTION
 HN0891
 HN0891'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0891'LOCATED ABOUT 8.7 MI. E. OF THE JUNCTION OF THE ESCALANTE RIVER
 HN0891'AND THE COLORADO RIVER AND 2.1 MI. NW. OF THE JUNCTION OF THE
 HN0891'SAN JUAN RIVER AND ALCOVE CANYON ON THE SE. EDGE OF A LONG, GREEN
 HN0891'BRUSH-COVERED MESA THAT SLOPES UP TO THE E.
 HN0891'
 HN0891'STATION REACHED BY HELICOPTER.
 HN0891'
 HN0891'STATION MARK--STANDARD TABLET, STAMPED ---ET U 112 1959---, CEMENTED
 HN0891'IN SOLID ROCK FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0889 ***********************************************************************
 HN0889  DESIGNATION -  ET U 113
 HN0889  PID         -  HN0889
 HN0889  STATE/COUNTY-  UT/SAN JUAN
 HN0889  COUNTRY     -  US
 HN0889  USGS QUAD   -  ALCOVE CANYON (2017)
 HN0889
 HN0889                         *CURRENT SURVEY CONTROL
 HN0889  ______________________________________________________________________
 HN0889* NAD 83(1994) POSITION- 37 18 27.03503(N) 110 41 57.69390(W)   ADJUSTED
 HN0889* NAVD 88 ORTHO HEIGHT -  1403.7   (meters)     4605.    (feet) VERTCON3
 HN0889  ______________________________________________________________________
 HN0889  GEOID HEIGHT    -        -22.479 (meters)                     GEOID18
 HN0889  LAPLACE CORR    -          5.78  (seconds)                    DEFLEC18
 HN0889  HORZ ORDER      -  THIRD
 HN0889
 HN0889.The horizontal coordinates were established by classical geodetic methods
 HN0889.and adjusted by the National Geodetic Survey in November 1997.
 HN0889
 HN0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0889
 HN0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0889.GEOID18 height accuracy estimate available here.
 HN0889
 HN0889.Click photographs - Photos may exist for this station.
 HN0889
 HN0889.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0889
 HN0889. The following values were computed from the NAD 83(1994) position.
 HN0889
 HN0889;                    North         East     Units Scale Factor Converg.
 HN0889;SPC UT S     - 3,071,426.665   570,976.451   MT  0.99998567   +0 29 26.0
 HN0889;SPC UT S     -10,076,838.98  1,873,278.57   sFT  0.99998567   +0 29 26.0
 HN0889;UTM  12      - 4,129,028.675   526,641.741   MT  0.99960874   +0 10 56.0
 HN0889
 HN0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0889!SPC UT S     -   0.99978330  x   0.99998567  =   0.99976897
 HN0889!UTM  12      -   0.99978330  x   0.99960874  =   0.99939212
 HN0889
 HN0889:                Primary Azimuth Mark                     Grid Az
 HN0889:SPC UT S     -  ET U 112                                 225 29 25.1
 HN0889:UTM  12      -  ET U 112                                 225 47 55.1
 HN0889
 HN0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2664129028(NAD 83)
 HN0889
 HN0889|---------------------------------------------------------------------|
 HN0889| PID    Reference Object                     Distance      Geod. Az  |
 HN0889|                                                           dddmmss.s |
 HN0889| HN0891 ET U 112                            APPROX. 2.4 KM 2255851.1 |
 HN0889|---------------------------------------------------------------------|
 HN0889
 HN0889                          SUPERSEDED SURVEY CONTROL
 HN0889
 HN0889  NAD 83(1992)-  37 18 27.03087(N)    110 41 57.69413(W) AD(       ) 3
 HN0889  NAD 83(1986)-  37 18 27.03062(N)    110 41 57.69377(W) AD(       ) 3
 HN0889  NAD 27      -  37 18 27.05627(N)    110 41 55.18422(W) AD(       ) 3
 HN0889  NGVD 29 (07/19/86) 1402.7    (m)         4602.     (f) VERT ANG       
 HN0889
 HN0889.Superseded values are not recommended for survey control.
 HN0889
 HN0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0889.See file dsdata.pdf to determine how the superseded data were derived.
 HN0889
 HN0889_MARKER: DD = SURVEY DISK
 HN0889_SETTING: 66 = SET IN ROCK OUTCROP
 HN0889_STAMPING: ET U 113 1959
 HN0889_MARK LOGO: USGS
 HN0889_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0889+STABILITY: POSITION/ELEVATION WELL
 HN0889
 HN0889  HISTORY     - Date     Condition        Report By
 HN0889  HISTORY     - 1959     MONUMENTED       USGS
 HN0889
 HN0889                          STATION DESCRIPTION
 HN0889
 HN0889'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0889'LOCATED ABOUT 5.5 MI. E. OF THE RINCON AND 2.8 MI. N. OF THE GREAT
 HN0889'BEND OF THE SAN JUAN RIVER, ON THE HIGHEST POINT OF A ROUNDED, RED,
 HN0889'SANDSTONE RIDGE.
 HN0889'
 HN0889'STATION REACHED BY HELICOPTER.
 HN0889'
 HN0889'STATION MARK--STANDARD TABLET, STAMPED ---ET U 113 1959---, CEMENTED
 HN0889'IN DRILL HOLE IN BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0892 ***********************************************************************
 HN0892  DESIGNATION -  ET U 114
 HN0892  PID         -  HN0892
 HN0892  STATE/COUNTY-  UT/SAN JUAN
 HN0892  COUNTRY     -  US
 HN0892  USGS QUAD   -  ALCOVE CANYON (2017)
 HN0892
 HN0892                         *CURRENT SURVEY CONTROL
 HN0892  ______________________________________________________________________
 HN0892* NAD 83(1994) POSITION- 37 20 21.41389(N) 110 43 59.71091(W)   ADJUSTED
 HN0892* NAVD 88 ORTHO HEIGHT -  1297.3   (meters)     4256.    (feet) VERTCON3
 HN0892  ______________________________________________________________________
 HN0892  GEOID HEIGHT    -        -22.576 (meters)                     GEOID18
 HN0892  LAPLACE CORR    -          4.82  (seconds)                    DEFLEC18
 HN0892  HORZ ORDER      -  THIRD
 HN0892
 HN0892.The horizontal coordinates were established by classical geodetic methods
 HN0892.and adjusted by the National Geodetic Survey in November 1997.
 HN0892
 HN0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0892
 HN0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0892.GEOID18 height accuracy estimate available here.
 HN0892
 HN0892.Click photographs - Photos may exist for this station.
 HN0892
 HN0892.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0892
 HN0892. The following values were computed from the NAD 83(1994) position.
 HN0892
 HN0892;                    North         East     Units Scale Factor Converg.
 HN0892;SPC UT S     - 3,074,927.472   567,942.954   MT  0.99998124   +0 28 11.2
 HN0892;SPC UT S     -10,088,324.55  1,863,326.17   sFT  0.99998124   +0 28 11.2
 HN0892;UTM  12      - 4,132,544.426   523,628.249   MT  0.99960688   +0 09 42.5
 HN0892
 HN0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0892!SPC UT S     -   0.99980000  x   0.99998124  =   0.99978124
 HN0892!UTM  12      -   0.99980000  x   0.99960688  =   0.99940696
 HN0892
 HN0892:                Primary Azimuth Mark                     Grid Az
 HN0892:SPC UT S     -  ET U 116                                 049 30 21.5
 HN0892:UTM  12      -  ET U 116                                 049 48 50.2
 HN0892
 HN0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2362832544(NAD 83)
 HN0892
 HN0892|---------------------------------------------------------------------|
 HN0892| PID    Reference Object                     Distance      Geod. Az  |
 HN0892|                                                           dddmmss.s |
 HN0892| HN0890 ET U 116                            APPROX. 3.0 KM 0495832.7 |
 HN0892|---------------------------------------------------------------------|
 HN0892
 HN0892                          SUPERSEDED SURVEY CONTROL
 HN0892
 HN0892  NAD 83(1992)-  37 20 21.40970(N)    110 43 59.71116(W) AD(       ) 3
 HN0892  NAD 83(1986)-  37 20 21.40947(N)    110 43 59.71077(W) AD(       ) 3
 HN0892  NAD 27      -  37 20 21.43802(N)    110 43 57.19668(W) AD(       ) 3
 HN0892  NGVD 29 (07/19/86) 1296.3    (m)         4253.     (f) VERT ANG       
 HN0892
 HN0892.Superseded values are not recommended for survey control.
 HN0892
 HN0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0892.See file dsdata.pdf to determine how the superseded data were derived.
 HN0892
 HN0892_MARKER: DD = SURVEY DISK
 HN0892_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HN0892_STAMPING: ET U 114 1959
 HN0892_MARK LOGO: USGS
 HN0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0892
 HN0892  HISTORY     - Date     Condition        Report By
 HN0892  HISTORY     - 1959     MONUMENTED       USGS
 HN0892
 HN0892                          STATION DESCRIPTION
 HN0892
 HN0892'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0892'LOCATED ABOUT 8.7 MI. NE. OF THE CONFLUENCE OF THE ESCALANTE RIVER
 HN0892'WITH THE COLORADO RIVER AND 0.5 MI. SE. OF THE COLORADO RIVER, ON
 HN0892'A SMALL SANDSTONE TOP.
 HN0892'
 HN0892'STATION REACHED BY HELICOPTER.
 HN0892'
 HN0892'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 114 1959---,
 HN0892'CEMENTED IN DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0890 ***********************************************************************
 HN0890  DESIGNATION -  ET U 116
 HN0890  PID         -  HN0890
 HN0890  STATE/COUNTY-  UT/SAN JUAN
 HN0890  COUNTRY     -  US
 HN0890  USGS QUAD   -  ALCOVE CANYON (2017)
 HN0890
 HN0890                         *CURRENT SURVEY CONTROL
 HN0890  ______________________________________________________________________
 HN0890* NAD 83(1994) POSITION- 37 21 23.28299(N) 110 42 27.40877(W)   ADJUSTED
 HN0890* NAVD 88 ORTHO HEIGHT -  1346.1   (meters)     4416.    (feet) VERTCON3
 HN0890  ______________________________________________________________________
 HN0890  GEOID HEIGHT    -        -22.531 (meters)                     GEOID18
 HN0890  LAPLACE CORR    -          5.65  (seconds)                    DEFLEC18
 HN0890  HORZ ORDER      -  THIRD
 HN0890
 HN0890.The horizontal coordinates were established by classical geodetic methods
 HN0890.and adjusted by the National Geodetic Survey in November 1997.
 HN0890
 HN0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0890
 HN0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0890.GEOID18 height accuracy estimate available here.
 HN0890
 HN0890.Click photographs - Photos may exist for this station.
 HN0890
 HN0890.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0890
 HN0890. The following values were computed from the NAD 83(1994) position.
 HN0890
 HN0890;                    North         East     Units Scale Factor Converg.
 HN0890;SPC UT S     - 3,076,853.664   570,198.704   MT  0.99997897   +0 29 07.7
 HN0890;SPC UT S     -10,094,644.06  1,870,726.91   sFT  0.99997897   +0 29 07.7
 HN0890;UTM  12      - 4,134,457.749   525,893.477   MT  0.99960826   +0 10 38.7
 HN0890
 HN0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0890!SPC UT S     -   0.99979234  x   0.99997897  =   0.99977131
 HN0890!UTM  12      -   0.99979234  x   0.99960826  =   0.99940068
 HN0890
 HN0890:                Primary Azimuth Mark                     Grid Az
 HN0890:SPC UT S     -  ET U 114                                 229 30 21.0
 HN0890:UTM  12      -  ET U 114                                 229 48 50.0
 HN0890
 HN0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2589334457(NAD 83)
 HN0890
 HN0890|---------------------------------------------------------------------|
 HN0890| PID    Reference Object                     Distance      Geod. Az  |
 HN0890|                                                           dddmmss.s |
 HN0890| HN0892 ET U 114                            APPROX. 3.0 KM 2295928.7 |
 HN0890|---------------------------------------------------------------------|
 HN0890
 HN0890                          SUPERSEDED SURVEY CONTROL
 HN0890
 HN0890  NAD 83(1992)-  37 21 23.27872(N)    110 42 27.40905(W) AD(       ) 3
 HN0890  NAD 83(1986)-  37 21 23.27856(N)    110 42 27.40868(W) AD(       ) 3
 HN0890  NAD 27      -  37 21 23.30735(N)    110 42 24.89686(W) AD(       ) 3
 HN0890  NGVD 29 (07/19/86) 1345.1    (m)         4413.     (f) VERT ANG       
 HN0890
 HN0890.Superseded values are not recommended for survey control.
 HN0890
 HN0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0890.See file dsdata.pdf to determine how the superseded data were derived.
 HN0890
 HN0890_MARKER: DD = SURVEY DISK
 HN0890_SETTING: 66 = SET IN ROCK OUTCROP
 HN0890_STAMPING: E U 116 1959
 HN0890_MARK LOGO: USGS
 HN0890_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0890+STABILITY: POSITION/ELEVATION WELL
 HN0890
 HN0890  HISTORY     - Date     Condition        Report By
 HN0890  HISTORY     - 1959     MONUMENTED       USGS
 HN0890
 HN0890                          STATION DESCRIPTION
 HN0890
 HN0890'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0890'LOCATED ABOUT 4.2 MI. S. OF THE CONFLUENCE OF LAKE CANYON WITH THE
 HN0890'COLORADO RIVER AND 1.5 MI. S. OF THE COLORADO RIVER, ON A FLAT
 HN0890'SANDSTONE TOP ABOUT 15 FT. IN DIAMETER.
 HN0890'
 HN0890'STATION REACHED BY HELICOPTER.
 HN0890'
 HN0890'STATION MARK--STANDARD TABLET, STAMPED ---ET U 116 1959---, CEMENTED
 HN0890'IN DRILL HOLE IN BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0900 ***********************************************************************
 HN0900  DESIGNATION -  ET U 117
 HN0900  PID         -  HN0900
 HN0900  STATE/COUNTY-  UT/SAN JUAN
 HN0900  COUNTRY     -  US
 HN0900  USGS QUAD   -  HALLS CROSSING (2017)
 HN0900
 HN0900                         *CURRENT SURVEY CONTROL
 HN0900  ______________________________________________________________________
 HN0900* NAD 83(1994) POSITION- 37 23 02.01081(N) 110 42 05.52910(W)   ADJUSTED
 HN0900* NAVD 88 ORTHO HEIGHT -  1360.8   (meters)     4465.    (feet) VERTCON3
 HN0900  ______________________________________________________________________
 HN0900  GEOID HEIGHT    -        -22.523 (meters)                     GEOID18
 HN0900  LAPLACE CORR    -          4.30  (seconds)                    DEFLEC18
 HN0900  HORZ ORDER      -  THIRD
 HN0900
 HN0900.The horizontal coordinates were established by classical geodetic methods
 HN0900.and adjusted by the National Geodetic Survey in November 1997.
 HN0900
 HN0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0900
 HN0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0900.GEOID18 height accuracy estimate available here.
 HN0900
 HN0900.Click photographs - Photos may exist for this station.
 HN0900
 HN0900.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0900
 HN0900. The following values were computed from the NAD 83(1994) position.
 HN0900
 HN0900;                    North         East     Units Scale Factor Converg.
 HN0900;SPC UT S     - 3,079,901.748   570,711.136   MT  0.99997554   +0 29 21.2
 HN0900;SPC UT S     -10,104,644.32  1,872,408.12   sFT  0.99997554   +0 29 21.2
 HN0900;UTM  12      - 4,137,501.912   526,422.093   MT  0.99960860   +0 10 52.4
 HN0900
 HN0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0900!SPC UT S     -   0.99979003  x   0.99997554  =   0.99976557
 HN0900!UTM  12      -   0.99979003  x   0.99960860  =   0.99939871
 HN0900
 HN0900:                Primary Azimuth Mark                     Grid Az
 HN0900:SPC UT S     -  WELL=ET U 115                            131 49 50.4
 HN0900:UTM  12      -  WELL=ET U 115                            132 08 19.2
 HN0900
 HN0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2642237501(NAD 83)
 HN0900
 HN0900|---------------------------------------------------------------------|
 HN0900| PID    Reference Object                     Distance      Geod. Az  |
 HN0900|                                                           dddmmss.s |
 HN0900| HN0888 WELL=ET U 115                       APPROX. 3.5 KM 1321911.6 |
 HN0900|---------------------------------------------------------------------|
 HN0900
 HN0900                          SUPERSEDED SURVEY CONTROL
 HN0900
 HN0900  NAD 83(1992)-  37 23 02.00634(N)    110 42 05.52922(W) AD(       ) 3
 HN0900  NAD 83(1986)-  37 23 02.00631(N)    110 42 05.52906(W) AD(       ) 3
 HN0900  NAD 27      -  37 23 02.03512(N)    110 42 03.01684(W) AD(       ) 3
 HN0900  NGVD 29 (07/19/86) 1359.8    (m)         4461.     (f) VERT ANG       
 HN0900
 HN0900.Superseded values are not recommended for survey control.
 HN0900
 HN0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0900.See file dsdata.pdf to determine how the superseded data were derived.
 HN0900
 HN0900_MARKER: DD = SURVEY DISK
 HN0900_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HN0900_STAMPING: ET U 117 1959
 HN0900_MARK LOGO: USGS
 HN0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0900
 HN0900  HISTORY     - Date     Condition        Report By
 HN0900  HISTORY     - 1959     MONUMENTED       USGS
 HN0900
 HN0900                          STATION DESCRIPTION
 HN0900
 HN0900'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0900'LOCATED ABOUT 11.6 MI. NE. OF THE CONFLUENCE OF THE ESCALANTE RIVER
 HN0900'WITH THE COLORADO RIVER AND 2.5 MI. E. OF SHROCK BAR ON THE
 HN0900'COLORADO RIVER, ON PROMINENT SANDSTONE TOP.
 HN0900'
 HN0900'STATION REACHED BY HELICOPTER.
 HN0900'
 HN0900'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 117 1959---,
 HN0900'CEMENTED IN DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0902 ***********************************************************************
 HN0902  DESIGNATION -  ET U 118
 HN0902  PID         -  HN0902
 HN0902  STATE/COUNTY-  UT/KANE
 HN0902  COUNTRY     -  US
 HN0902  USGS QUAD   -  THE RINCON NE (2017)
 HN0902
 HN0902                         *CURRENT SURVEY CONTROL
 HN0902  ______________________________________________________________________
 HN0902* NAD 83(1994) POSITION- 37 23 22.08696(N) 110 45 01.74265(W)   ADJUSTED
 HN0902* NAVD 88 ORTHO HEIGHT -  1234.9   (meters)     4052.    (feet) VERTCON3
 HN0902  ______________________________________________________________________
 HN0902  GEOID HEIGHT    -        -22.581 (meters)                     GEOID18
 HN0902  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 HN0902  HORZ ORDER      -  THIRD
 HN0902
 HN0902.The horizontal coordinates were established by classical geodetic methods
 HN0902.and adjusted by the National Geodetic Survey in November 1997.
 HN0902
 HN0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0902
 HN0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0902.GEOID18 height accuracy estimate available here.
 HN0902
 HN0902.Click photographs - Photos may exist for this station.
 HN0902
 HN0902.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0902
 HN0902. The following values were computed from the NAD 83(1994) position.
 HN0902
 HN0902;                    North         East     Units Scale Factor Converg.
 HN0902;SPC UT S     - 3,080,484.766   566,371.470   MT  0.99997487   +0 27 33.2
 HN0902;SPC UT S     -10,106,557.10  1,858,170.40   sFT  0.99997487   +0 27 33.2
 HN0902;UTM  12      - 4,138,108.015   522,087.218   MT  0.99960601   +0 09 05.5
 HN0902
 HN0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0902!SPC UT S     -   0.99980979  x   0.99997487  =   0.99978466
 HN0902!UTM  12      -   0.99980979  x   0.99960601  =   0.99941587
 HN0902
 HN0902:                Primary Azimuth Mark                     Grid Az
 HN0902:SPC UT S     -  ET U 119                                 009 15 56.1
 HN0902:UTM  12      -  ET U 119                                 009 34 23.8
 HN0902
 HN0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2208738108(NAD 83)
 HN0902
 HN0902|---------------------------------------------------------------------|
 HN0902| PID    Reference Object                     Distance      Geod. Az  |
 HN0902|                                                           dddmmss.s |
 HN0902| HN0901 ET U 119                            APPROX. 2.9 KM 0094329.3 |
 HN0902|---------------------------------------------------------------------|
 HN0902
 HN0902                          SUPERSEDED SURVEY CONTROL
 HN0902
 HN0902  NAD 83(1992)-  37 23 22.08251(N)    110 45 01.74268(W) AD(       ) 3
 HN0902  NAD 83(1986)-  37 23 22.08242(N)    110 45 01.74259(W) AD(       ) 3
 HN0902  NAD 27      -  37 23 22.11186(N)    110 44 59.22440(W) AD(       ) 3
 HN0902  NGVD 29 (07/19/86) 1233.9    (m)         4048.     (f) VERT ANG       
 HN0902
 HN0902.Superseded values are not recommended for survey control.
 HN0902
 HN0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0902.See file dsdata.pdf to determine how the superseded data were derived.
 HN0902
 HN0902_MARKER: DD = SURVEY DISK
 HN0902_SETTING: 66 = SET IN ROCK OUTCROP
 HN0902_STAMPING: ET U 119 1959
 HN0902_MARK LOGO: USGS
 HN0902_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0902+STABILITY: POSITION/ELEVATION WELL
 HN0902
 HN0902  HISTORY     - Date     Condition        Report By
 HN0902  HISTORY     - 1959     MONUMENTED       USGS
 HN0902
 HN0902                          STATION DESCRIPTION
 HN0902
 HN0902'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0902'LOCATED ABOUT 3.2 MI. SW. OF THE CONFLUENCE OF LAKE CANYON WITH THE
 HN0902'COLORADO RIVER, ON THE W. RIM OF THE COLORADO RIVER.
 HN0902'
 HN0902'STATION REACHED BY HELICOPTER.
 HN0902'
 HN0902'STATION MARK--STANDARD TABLET, STAMPED ---ET U 118 1959---, CEMENTED
 HN0902'IN DRILL HOLE IN BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0901 ***********************************************************************
 HN0901  DESIGNATION -  ET U 119
 HN0901  PID         -  HN0901
 HN0901  STATE/COUNTY-  UT/KANE
 HN0901  COUNTRY     -  US
 HN0901  USGS QUAD   -  HALLS CROSSING (2017)
 HN0901
 HN0901                         *CURRENT SURVEY CONTROL
 HN0901  ______________________________________________________________________
 HN0901* NAD 83(1994) POSITION- 37 24 53.94227(N) 110 44 42.00663(W)   ADJUSTED
 HN0901* NAVD 88 ORTHO HEIGHT -  1299.6   (meters)     4264.    (feet) VERTCON3
 HN0901  ______________________________________________________________________
 HN0901  GEOID HEIGHT    -        -22.537 (meters)                     GEOID18
 HN0901  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 HN0901  HORZ ORDER      -  THIRD
 HN0901
 HN0901.The horizontal coordinates were established by classical geodetic methods
 HN0901.and adjusted by the National Geodetic Survey in November 1997.
 HN0901
 HN0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0901
 HN0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0901.GEOID18 height accuracy estimate available here.
 HN0901
 HN0901.Click photographs - Photos may exist for this station.
 HN0901
 HN0901.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0901
 HN0901. The following values were computed from the NAD 83(1994) position.
 HN0901
 HN0901;                    North         East     Units Scale Factor Converg.
 HN0901;SPC UT S     - 3,083,320.331   566,834.062   MT  0.99997192   +0 27 45.3
 HN0901;SPC UT S     -10,115,860.12  1,859,688.09   sFT  0.99997192   +0 27 45.3
 HN0901;UTM  12      - 4,140,940.015   522,564.855   MT  0.99960627   +0 09 17.8
 HN0901
 HN0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0901!SPC UT S     -   0.99979963  x   0.99997192  =   0.99977156
 HN0901!UTM  12      -   0.99979963  x   0.99960627  =   0.99940598
 HN0901
 HN0901:                Primary Azimuth Mark                     Grid Az
 HN0901:SPC UT S     -  ET U 121                                 347 48 46.9
 HN0901:UTM  12      -  ET U 121                                 348 07 14.4
 HN0901
 HN0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2256440940(NAD 83)
 HN0901
 HN0901|---------------------------------------------------------------------|
 HN0901| PID    Reference Object                     Distance      Geod. Az  |
 HN0901|                                                           dddmmss.s |
 HN0901| HN0939 ET U 121                            APPROX. 2.6 KM 3481632.2 |
 HN0901|---------------------------------------------------------------------|
 HN0901
 HN0901                          SUPERSEDED SURVEY CONTROL
 HN0901
 HN0901  NAD 83(1992)-  37 24 53.93774(N)    110 44 42.00661(W) AD(       ) 3
 HN0901  NAD 83(1986)-  37 24 53.93772(N)    110 44 42.00659(W) AD(       ) 3
 HN0901  NAD 27      -  37 24 53.96809(N)    110 44 39.48886(W) AD(       ) 3
 HN0901  NGVD 29 (07/19/86) 1298.6    (m)         4260.     (f) VERT ANG       
 HN0901
 HN0901.Superseded values are not recommended for survey control.
 HN0901
 HN0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0901.See file dsdata.pdf to determine how the superseded data were derived.
 HN0901
 HN0901_MARKER: DD = SURVEY DISK
 HN0901_SETTING: 80 = SET IN A BOULDER
 HN0901_STAMPING: ET U 119 1959
 HN0901_MARK LOGO: USGS
 HN0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0901+STABILITY: SURFACE MOTION
 HN0901
 HN0901  HISTORY     - Date     Condition        Report By
 HN0901  HISTORY     - 1959     MONUMENTED       USGS
 HN0901
 HN0901                          STATION DESCRIPTION
 HN0901
 HN0901'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0901'LOCATED ABOUT 3 MI. S. OF THE JUNCTION OF HALL CREEK AND THE
 HN0901'COLORADO RIVER ON S. EDGE OF A LARGE, BRUSHY MESA, 2.2 MI. W. OF
 HN0901'THE JUNCTION OF LAKE CANYON AND THE COLORADO RIVER.
 HN0901'
 HN0901'STATION REACHED BY HELICOPTER.
 HN0901'
 HN0901'STATION MARK--STANDARD TABLET, STAMPED ---ET U 119 1959---, CEMENTED
 HN0901'IN DRILL HOLE IN TOP OF A BURIED BOULDER SET FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0764 ***********************************************************************
 HN0764  DESIGNATION -  ET U 12
 HN0764  PID         -  HN0764
 HN0764  STATE/COUNTY-  UT/KANE
 HN0764  COUNTRY     -  US
 HN0764  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0764
 HN0764                         *CURRENT SURVEY CONTROL
 HN0764  ______________________________________________________________________
 HN0764* NAD 83(1994) POSITION- 37 04 44.09045(N) 111 23 08.17348(W)   ADJUSTED
 HN0764* NAVD 88 ORTHO HEIGHT -  1397.1   (meters)     4584.    (feet) VERTCON3
 HN0764  ______________________________________________________________________
 HN0764  GEOID HEIGHT    -        -23.332 (meters)                     GEOID18
 HN0764  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 HN0764  HORZ ORDER      -  THIRD
 HN0764
 HN0764.The horizontal coordinates were established by classical geodetic methods
 HN0764.and adjusted by the National Geodetic Survey in November 1997.
 HN0764
 HN0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0764
 HN0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0764.GEOID18 height accuracy estimate available here.
 HN0764
 HN0764.Click photographs - Photos may exist for this station.
 HN0764
 HN0764.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0764
 HN0764. The following values were computed from the NAD 83(1994) position.
 HN0764
 HN0764;                    North         East     Units Scale Factor Converg.
 HN0764;SPC UT S     - 3,045,759.086   510,172.336   MT  1.00002647   +0 04 12.3
 HN0764;SPC UT S     - 9,992,627.93  1,673,790.41   sFT  1.00002647   +0 04 12.3
 HN0764;UTM  12      - 4,103,696.154   465,725.913   MT  0.99961447   -0 13 57.0
 HN0764
 HN0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0764!SPC UT S     -   0.99978447  x   1.00002647  =   0.99981093
 HN0764!UTM  12      -   0.99978447  x   0.99961447  =   0.99939902
 HN0764
 HN0764:                Primary Azimuth Mark                     Grid Az
 HN0764:SPC UT S     -  COTTON                                   164 40 55.0
 HN0764:UTM  12      -  COTTON                                   164 59 04.3
 HN0764
 HN0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG6572503696(NAD 83)
 HN0764
 HN0764|---------------------------------------------------------------------|
 HN0764| PID    Reference Object                     Distance      Geod. Az  |
 HN0764|                                                           dddmmss.s |
 HN0764| HN0752 COTTON                              APPROX. 4.2 KM 1644507.3 |
 HN0764|---------------------------------------------------------------------|
 HN0764
 HN0764                          SUPERSEDED SURVEY CONTROL
 HN0764
 HN0764  NAD 83(1992)-  37 04 44.08964(N)    111 23 08.17391(W) AD(       ) 3
 HN0764  NAD 83(1986)-  37 04 44.08540(N)    111 23 08.17506(W) AD(       ) 3
 HN0764  NAD 27      -  37 04 44.12742(N)    111 23 05.61054(W) AD(       ) 3
 HN0764  NGVD 29 (07/19/86) 1396.1    (m)         4580.     (f) VERT ANG       
 HN0764
 HN0764.Superseded values are not recommended for survey control.
 HN0764
 HN0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0764.See file dsdata.pdf to determine how the superseded data were derived.
 HN0764
 HN0764_MARKER: DD = SURVEY DISK
 HN0764_SETTING: 66 = SET IN ROCK OUTCROP
 HN0764_STAMPING: ET U 12 1959
 HN0764_MARK LOGO: USGS
 HN0764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0764+STABILITY: POSITION/ELEVATION WELL
 HN0764
 HN0764  HISTORY     - Date     Condition        Report By
 HN0764  HISTORY     - 1959     MONUMENTED       USGS
 HN0764
 HN0764                          STATION DESCRIPTION
 HN0764
 HN0764'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0764'LOCATED ABOUT 4.8 MI. W. OF THE ---CROSSING OF THE FATHERS---, ON THE
 HN0764'COLORADO RIVER, ON A SANDY TOP IN THE SE. CORNER OF SEC. 8, T 43 S,
 HN0764'R 8 E.
 HN0764'
 HN0764'STATION REACHED BY HELICOPTER.
 HN0764'
 HN0764'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 12 1959---,
 HN0764'CEMENTED IN DRILL HOLE IN A ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0939 ***********************************************************************
 HN0939  DESIGNATION -  ET U 121
 HN0939  PID         -  HN0939
 HN0939  STATE/COUNTY-  UT/KANE
 HN0939  COUNTRY     -  US
 HN0939  USGS QUAD   -  THE RINCON NE (2017)
 HN0939
 HN0939                         *CURRENT SURVEY CONTROL
 HN0939  ______________________________________________________________________
 HN0939* NAD 83(1994) POSITION- 37 26 17.70392(N) 110 45 03.80728(W)   ADJUSTED
 HN0939* NAVD 88 ORTHO HEIGHT -  1272.5   (meters)     4175.    (feet) VERTCON3
 HN0939  ______________________________________________________________________
 HN0939  GEOID HEIGHT    -        -22.502 (meters)                     GEOID18
 HN0939  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 HN0939  HORZ ORDER      -  THIRD
 HN0939
 HN0939.The horizontal coordinates were established by classical geodetic methods
 HN0939.and adjusted by the National Geodetic Survey in November 1997.
 HN0939
 HN0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0939
 HN0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0939.GEOID18 height accuracy estimate available here.
 HN0939
 HN0939.Click photographs - Photos may exist for this station.
 HN0939
 HN0939.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0939
 HN0939. The following values were computed from the NAD 83(1994) position.
 HN0939
 HN0939;                    North         East     Units Scale Factor Converg.
 HN0939;SPC UT S     - 3,085,898.179   566,277.326   MT  0.99996941   +0 27 31.9
 HN0939;SPC UT S     -10,124,317.61  1,857,861.53   sFT  0.99996941   +0 27 31.9
 HN0939;UTM  12      - 4,143,519.874   522,022.164   MT  0.99960597   +0 09 04.8
 HN0939
 HN0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0939!SPC UT S     -   0.99980388  x   0.99996941  =   0.99977329
 HN0939!UTM  12      -   0.99980388  x   0.99960597  =   0.99940992
 HN0939
 HN0939:                Primary Azimuth Mark                     Grid Az
 HN0939:SPC UT S     -  ET U 119                                 167 48 47.1
 HN0939:UTM  12      -  ET U 119                                 168 07 14.2
 HN0939
 HN0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2202243519(NAD 83)
 HN0939
 HN0939|---------------------------------------------------------------------|
 HN0939| PID    Reference Object                     Distance      Geod. Az  |
 HN0939|                                                           dddmmss.s |
 HN0939| HN0901 ET U 119                            APPROX. 2.6 KM 1681619.0 |
 HN0939|---------------------------------------------------------------------|
 HN0939
 HN0939                          SUPERSEDED SURVEY CONTROL
 HN0939
 HN0939  NAD 83(1986)-  37 26 17.69929(N)    110 45 03.80723(W) AD(       ) 3
 HN0939  NAD 27      -  37 26 17.73035(N)    110 45 01.28875(W) AD(       ) 3
 HN0939  NGVD 29 (07/19/86) 1271.5    (m)         4172.     (f) VERT ANG       
 HN0939
 HN0939.Superseded values are not recommended for survey control.
 HN0939
 HN0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0939.See file dsdata.pdf to determine how the superseded data were derived.
 HN0939
 HN0939_MARKER: DD = SURVEY DISK
 HN0939_SETTING: 66 = SET IN ROCK OUTCROP
 HN0939_STAMPING: ET U 121 1959
 HN0939_MARK LOGO: USGS
 HN0939_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0939+STABILITY: POSITION/ELEVATION WELL
 HN0939
 HN0939  HISTORY     - Date     Condition        Report By
 HN0939  HISTORY     - 1959     MONUMENTED       USGS
 HN0939
 HN0939                          STATION DESCRIPTION
 HN0939
 HN0939'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0939'LOCATED ABOUT 3 MI. NW. FROM THE JUNCTION OF LAKE CANYON AND THE
 HN0939'COLORADO RIVER, AND 1.6 MI. SW. OF JUNCTION OF HALL CREEK AND
 HN0939'COLORADO RIVER, ON THE N. END OF IRON TOP MESA.
 HN0939'
 HN0939'STATION REACHED BY HELICOPTER.
 HN0939'
 HN0939'STATION MARK--STANDARD TABLET, STAMPED ---ET U 121 1959---, CEMENTED
 HN0939'IN TOP OF SANDSTONE ROCK FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0940 ***********************************************************************
 HN0940  DESIGNATION -  ET U 122
 HN0940  PID         -  HN0940
 HN0940  STATE/COUNTY-  UT/KANE
 HN0940  COUNTRY     -  US
 HN0940  USGS QUAD   -  THE RINCON NE (2017)
 HN0940
 HN0940                         *CURRENT SURVEY CONTROL
 HN0940  ______________________________________________________________________
 HN0940* NAD 83(1994) POSITION- 37 26 58.49922(N) 110 46 44.91034(W)   ADJUSTED
 HN0940* NAVD 88 ORTHO HEIGHT -  1292.2   (meters)     4239.    (feet) VERTCON3
 HN0940  ______________________________________________________________________
 HN0940  GEOID HEIGHT    -        -22.456 (meters)                     GEOID18
 HN0940  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC18
 HN0940  HORZ ORDER      -  THIRD
 HN0940
 HN0940.The horizontal coordinates were established by classical geodetic methods
 HN0940.and adjusted by the National Geodetic Survey in November 1997.
 HN0940
 HN0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0940
 HN0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0940.GEOID18 height accuracy estimate available here.
 HN0940
 HN0940.Click photographs - Photos may exist for this station.
 HN0940
 HN0940.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0940
 HN0940. The following values were computed from the NAD 83(1994) position.
 HN0940
 HN0940;                    North         East     Units Scale Factor Converg.
 HN0940;SPC UT S     - 3,087,136.268   563,782.385   MT  0.99996824   +0 26 30.0
 HN0940;SPC UT S     -10,128,379.57  1,849,676.04   sFT  0.99996824   +0 26 30.0
 HN0940;UTM  12      - 4,144,770.877   519,534.807   MT  0.99960470   +0 08 03.5
 HN0940
 HN0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0940!SPC UT S     -   0.99980079  x   0.99996824  =   0.99976904
 HN0940!UTM  12      -   0.99980079  x   0.99960470  =   0.99940557
 HN0940
 HN0940:                Primary Azimuth Mark                     Grid Az
 HN0940:SPC UT S     -  ET U 121                                 116 23 33.0
 HN0940:UTM  12      -  ET U 121                                 116 41 59.5
 HN0940
 HN0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG1953444770(NAD 83)
 HN0940
 HN0940|---------------------------------------------------------------------|
 HN0940| PID    Reference Object                     Distance      Geod. Az  |
 HN0940|                                                           dddmmss.s |
 HN0940| HN0939 ET U 121                            APPROX. 2.8 KM 1165003.0 |
 HN0940|---------------------------------------------------------------------|
 HN0940
 HN0940                          SUPERSEDED SURVEY CONTROL
 HN0940
 HN0940  NAD 83(1986)-  37 26 58.49458(N)    110 46 44.91029(W) AD(       ) 3
 HN0940  NAD 27      -  37 26 58.52567(N)    110 46 42.38832(W) AD(       ) 3
 HN0940  NGVD 29 (07/19/86) 1291.1    (m)         4236.     (f) VERT ANG       
 HN0940
 HN0940.Superseded values are not recommended for survey control.
 HN0940
 HN0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0940.See file dsdata.pdf to determine how the superseded data were derived.
 HN0940
 HN0940_MARKER: DD = SURVEY DISK
 HN0940_SETTING: 66 = SET IN ROCK OUTCROP
 HN0940_STAMPING: ET U 122 1959
 HN0940_MARK LOGO: USGS
 HN0940_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0940+STABILITY: POSITION/ELEVATION WELL
 HN0940
 HN0940  HISTORY     - Date     Condition        Report By
 HN0940  HISTORY     - 1959     MONUMENTED       USGS
 HN0940
 HN0940                          STATION DESCRIPTION
 HN0940
 HN0940'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0940'LOCATED ABOUT 2.2 MI. WSW. OF THE CONFLUENCE OF HALL CREEK WITH THE
 HN0940'COLORADO RIVER, IN NE. 1/4 OF SEC. 2, T 39 S, R 10 E, AND ABOUT 100
 HN0940'FT. E. OF THE WESTERN TIP OF A SMALL MESA.
 HN0940'
 HN0940'STATION REACHED BY HELICOPTER.
 HN0940'
 HN0940'STATION MARK--STANDARD TABLET, STAMPED ---ET U 122 1959---, CEMENTED
 HN0940'IN DRILL HOLE IN ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0941 ***********************************************************************
 HN0941  DESIGNATION -  ET U 123
 HN0941  PID         -  HN0941
 HN0941  STATE/COUNTY-  UT/KANE
 HN0941  COUNTRY     -  US
 HN0941  USGS QUAD   -  THE RINCON NE (2017)
 HN0941
 HN0941                         *CURRENT SURVEY CONTROL
 HN0941  ______________________________________________________________________
 HN0941* NAD 83(1994) POSITION- 37 28 38.01305(N) 110 47 49.20429(W)   ADJUSTED
 HN0941* NAVD 88 ORTHO HEIGHT -  1263.1   (meters)     4144.    (feet) VERTCON3
 HN0941  ______________________________________________________________________
 HN0941  GEOID HEIGHT    -        -22.382 (meters)                     GEOID18
 HN0941  LAPLACE CORR    -         -5.30  (seconds)                    DEFLEC18
 HN0941  HORZ ORDER      -  THIRD
 HN0941
 HN0941.The horizontal coordinates were established by classical geodetic methods
 HN0941.and adjusted by the National Geodetic Survey in November 1997.
 HN0941
 HN0941.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0941
 HN0941.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0941.GEOID18 height accuracy estimate available here.
 HN0941
 HN0941.Click photographs - Photos may exist for this station.
 HN0941
 HN0941.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0941
 HN0941. The following values were computed from the NAD 83(1994) position.
 HN0941
 HN0941;                    North         East     Units Scale Factor Converg.
 HN0941;SPC UT S     - 3,090,192.015   562,179.129   MT  0.99996556   +0 25 50.6
 HN0941;SPC UT S     -10,138,404.97  1,844,416.03   sFT  0.99996556   +0 25 50.6
 HN0941;UTM  12      - 4,147,834.068   517,948.538   MT  0.99960397   +0 07 24.7
 HN0941
 HN0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0941!SPC UT S     -   0.99980535  x   0.99996556  =   0.99977091
 HN0941!UTM  12      -   0.99980535  x   0.99960397  =   0.99940939
 HN0941
 HN0941:                Primary Azimuth Mark                     Grid Az
 HN0941:SPC UT S     -  ET U 122                                 152 18 55.6
 HN0941:UTM  12      -  ET U 122                                 152 37 21.5
 HN0941
 HN0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG1794847834(NAD 83)
 HN0941
 HN0941|---------------------------------------------------------------------|
 HN0941| PID    Reference Object                     Distance      Geod. Az  |
 HN0941|                                                           dddmmss.s |
 HN0941| HN0940 ET U 122                            APPROX. 3.5 KM 1524446.2 |
 HN0941|---------------------------------------------------------------------|
 HN0941
 HN0941                          SUPERSEDED SURVEY CONTROL
 HN0941
 HN0941  NAD 83(1986)-  37 28 38.00837(N)    110 47 49.20420(W) AD(       ) 3
 HN0941  NAD 27      -  37 28 38.04014(N)    110 47 46.68057(W) AD(       ) 3
 HN0941  NGVD 29 (07/19/86) 1262.0    (m)         4140.     (f) VERT ANG       
 HN0941
 HN0941.Superseded values are not recommended for survey control.
 HN0941
 HN0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0941.See file dsdata.pdf to determine how the superseded data were derived.
 HN0941
 HN0941_MARKER: DD = SURVEY DISK
 HN0941_SETTING: 66 = SET IN ROCK OUTCROP
 HN0941_STAMPING: ET U 123 1959
 HN0941_MARK LOGO: USGS
 HN0941_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0941+STABILITY: POSITION/ELEVATION WELL
 HN0941
 HN0941  HISTORY     - Date     Condition        Report By
 HN0941  HISTORY     - 1959     MONUMENTED       USGS
 HN0941
 HN0941                          STATION DESCRIPTION
 HN0941
 HN0941'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0941'LOCATED ABOUT 14 MI. N. OF THE CONFLUENCE OF THE ESCALANTE RIVER AND
 HN0941'THE COLORADO RIVER AND 4 MI. W. OF THE COLORADO RIVER, AT THE S. END
 HN0941'OF A SMALL MESA IN CENTER OF SEC. 27, T 38 S, R 10 E.
 HN0941'
 HN0941'STATION REACHED BY HELICOPTER.
 HN0941'
 HN0941'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 123 1959---,
 HN0941'CEMENTED IN DRILL HOLE IN SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0997 ***********************************************************************
 HN0997  DESIGNATION -  ET U 124
 HN0997  PID         -  HN0997
 HN0997  STATE/COUNTY-  UT/KANE
 HN0997  COUNTRY     -  US
 HN0997  USGS QUAD   -  HALL MESA (2017)
 HN0997
 HN0997                         *CURRENT SURVEY CONTROL
 HN0997  ______________________________________________________________________
 HN0997* NAD 83(1994) POSITION- 37 31 53.01992(N) 110 47 37.04675(W)   ADJUSTED
 HN0997* NAVD 88 ORTHO HEIGHT -  1281.6   (meters)     4205.    (feet) VERTCON3
 HN0997  ______________________________________________________________________
 HN0997  GEOID HEIGHT    -        -22.281 (meters)                     GEOID18
 HN0997  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 HN0997  HORZ ORDER      -  THIRD
 HN0997
 HN0997.The horizontal coordinates were established by classical geodetic methods
 HN0997.and adjusted by the National Geodetic Survey in November 1997.
 HN0997
 HN0997.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0997
 HN0997.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0997.GEOID18 height accuracy estimate available here.
 HN0997
 HN0997.Click photographs - Photos may exist for this station.
 HN0997
 HN0997.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0997
 HN0997. The following values were computed from the NAD 83(1994) position.
 HN0997
 HN0997;                    North         East     Units Scale Factor Converg.
 HN0997;SPC UT S     - 3,096,205.887   562,432.412   MT  0.99996097   +0 25 58.0
 HN0997;SPC UT S     -10,158,135.48  1,845,247.01   sFT  0.99996097   +0 25 58.0
 HN0997;UTM  12      - 4,153,844.336   518,233.952   MT  0.99960410   +0 07 32.6
 HN0997
 HN0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0997!SPC UT S     -   0.99980242  x   0.99996097  =   0.99976340
 HN0997!UTM  12      -   0.99980242  x   0.99960410  =   0.99940660
 HN0997
 HN0997:                Primary Azimuth Mark                     Grid Az
 HN0997:SPC UT S     -  ET U 214                                 253 40 04.7
 HN0997:UTM  12      -  ET U 214                                 253 58 30.1
 HN0997
 HN0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG1823353844(NAD 83)
 HN0997
 HN0997|---------------------------------------------------------------------|
 HN0997| PID    Reference Object                     Distance      Geod. Az  |
 HN0997|                                                           dddmmss.s |
 HN0997| HN1000 ET U 214                            APPROX. 4.4 KM 2540602.7 |
 HN0997|---------------------------------------------------------------------|
 HN0997
 HN0997                          SUPERSEDED SURVEY CONTROL
 HN0997
 HN0997  NAD 83(1986)-  37 31 53.01525(N)    110 47 37.04655(W) AD(       ) 3
 HN0997  NAD 27      -  37 31 53.04858(N)    110 47 34.53735(W) AD(       ) 3
 HN0997  NGVD 29 (07/19/86) 1280.6    (m)         4201.     (f) VERT ANG       
 HN0997
 HN0997.Superseded values are not recommended for survey control.
 HN0997
 HN0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0997.See file dsdata.pdf to determine how the superseded data were derived.
 HN0997
 HN0997_MARKER: DD = SURVEY DISK
 HN0997_SETTING: 66 = SET IN ROCK OUTCROP
 HN0997_STAMPING: ET U 124 1959
 HN0997_MARK LOGO: USGS
 HN0997_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0997+STABILITY: POSITION/ELEVATION WELL
 HN0997
 HN0997  HISTORY     - Date     Condition        Report By
 HN0997  HISTORY     - 1959     MONUMENTED       USGS
 HN0997
 HN0997                          STATION DESCRIPTION
 HN0997
 HN0997'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0997'LOCATED ABOUT 16 MI. N. OF THE RINCON AND 2 MI. E. OF THE BAKER
 HN0997'RANCH, ON TOP OF A SMALL BUTTE.
 HN0997'
 HN0997'STATION REACHED BY HELICOPTER.
 HN0997'
 HN0997'STATION MARK--STANDARD TABLET, STAMPED ---ET U 124 1959---, CEMENTED
 HN0997'IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0992 ***********************************************************************
 HN0992  DESIGNATION -  ET U 125
 HN0992  PID         -  HN0992
 HN0992  STATE/COUNTY-  UT/GARFIELD
 HN0992  COUNTRY     -  US
 HN0992  USGS QUAD   -  BULLFROG (2017)
 HN0992
 HN0992                         *CURRENT SURVEY CONTROL
 HN0992  ______________________________________________________________________
 HN0992* NAD 83(1994) POSITION- 37 32 58.13600(N) 110 43 20.63150(W)   ADJUSTED
 HN0992* NAVD 88 ORTHO HEIGHT -  1282.6   (meters)     4208.    (feet) VERTCON3
 HN0992  ______________________________________________________________________
 HN0992  GEOID HEIGHT    -        -22.235 (meters)                     GEOID18
 HN0992  LAPLACE CORR    -          2.20  (seconds)                    DEFLEC18
 HN0992  HORZ ORDER      -  THIRD
 HN0992
 HN0992.The horizontal coordinates were established by classical geodetic methods
 HN0992.and adjusted by the National Geodetic Survey in November 1997.
 HN0992
 HN0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0992
 HN0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0992.GEOID18 height accuracy estimate available here.
 HN0992
 HN0992.Click photographs - Photos may exist for this station.
 HN0992
 HN0992.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0992
 HN0992. The following values were computed from the NAD 83(1994) position.
 HN0992
 HN0992;                    North         East     Units Scale Factor Converg.
 HN0992;SPC UT S     - 3,098,263.213   568,710.869   MT  0.99995963   +0 28 35.1
 HN0992;SPC UT S     -10,164,885.22  1,865,845.58   sFT  0.99995963   +0 28 35.1
 HN0992;UTM  12      - 4,155,867.257   524,521.117   MT  0.99960741   +0 10 09.1
 HN0992
 HN0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0992!SPC UT S     -   0.99980226  x   0.99995963  =   0.99976189
 HN0992!UTM  12      -   0.99980226  x   0.99960741  =   0.99940974
 HN0992
 HN0992:                Primary Azimuth Mark                     Grid Az
 HN0992:SPC UT S     -  HOSK=ET U 129                            051 30 18.5
 HN0992:UTM  12      -  HOSK=ET U 129                            051 48 44.5
 HN0992
 HN0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2452155867(NAD 83)
 HN0992
 HN0992|---------------------------------------------------------------------|
 HN0992| PID    Reference Object                     Distance      Geod. Az  |
 HN0992|                                                           dddmmss.s |
 HN0992| HN0987 HOSK=ET U 129                       APPROX. 1.4 KM 0515853.6 |
 HN0992|---------------------------------------------------------------------|
 HN0992
 HN0992                          SUPERSEDED SURVEY CONTROL
 HN0992
 HN0992  NAD 83(1986)-  37 32 58.13107(N)    110 43 20.63147(W) AD(       ) 3
 HN0992  NAD 27      -  37 32 58.17448(N)    110 43 18.09924(W) AD(       ) 3
 HN0992  NGVD 29 (07/19/86) 1281.6    (m)         4205.     (f) VERT ANG       
 HN0992
 HN0992.Superseded values are not recommended for survey control.
 HN0992
 HN0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0992.See file dsdata.pdf to determine how the superseded data were derived.
 HN0992
 HN0992_MARKER: DD = SURVEY DISK
 HN0992_SETTING: 66 = SET IN ROCK OUTCROP
 HN0992_STAMPING: ET U 125 1959
 HN0992_MARK LOGO: USGS
 HN0992_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0992+STABILITY: POSITION/ELEVATION WELL
 HN0992
 HN0992  HISTORY     - Date     Condition        Report By
 HN0992  HISTORY     - 1959     MONUMENTED       USGS
 HN0992
 HN0992                          STATION DESCRIPTION
 HN0992
 HN0992'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0992'LOCATED ABOUT 2.0 MI. E. OF BULLFROG CREEK AND 4.8 MI. N. OF ITS
 HN0992'CONFLUENCE WITH THE COLORADO RIVER, ON S. EDGE AND NEAR WESTERN
 HN0992'TIP OF A GRAVEL RIDGE.
 HN0992'
 HN0992'STATION REACHED BY HELICOPTER.
 HN0992'
 HN0992'STATION MARK--STANDARD TABLET, STAMPED ---ET U 125 1959---, CEMENTED
 HN0992'IN DRILL HOLE IN ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0995 ***********************************************************************
 HN0995  DESIGNATION -  ET U 126
 HN0995  PID         -  HN0995
 HN0995  STATE/COUNTY-  UT/GARFIELD
 HN0995  COUNTRY     -  US
 HN0995  USGS QUAD   -  HALL MESA (2017)
 HN0995
 HN0995                         *CURRENT SURVEY CONTROL
 HN0995  ______________________________________________________________________
 HN0995* NAD 83(1994) POSITION- 37 34 28.98587(N) 110 45 39.77212(W)   ADJUSTED
 HN0995* NAVD 88 ORTHO HEIGHT -  1163.3   (meters)     3817.    (feet) VERTCON3
 HN0995  ______________________________________________________________________
 HN0995  GEOID HEIGHT    -        -22.182 (meters)                     GEOID18
 HN0995  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 HN0995  HORZ ORDER      -  THIRD
 HN0995
 HN0995.The horizontal coordinates were established by classical geodetic methods
 HN0995.and adjusted by the National Geodetic Survey in November 1997.
 HN0995
 HN0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0995
 HN0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0995.GEOID18 height accuracy estimate available here.
 HN0995
 HN0995.Click photographs - Photos may exist for this station.
 HN0995
 HN0995.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0995
 HN0995. The following values were computed from the NAD 83(1994) position.
 HN0995
 HN0995;                    North         East     Units Scale Factor Converg.
 HN0995;SPC UT S     - 3,101,036.224   565,273.586   MT  0.99995794   +0 27 09.9
 HN0995;SPC UT S     -10,173,983.01  1,854,568.42   sFT  0.99995794   +0 27 09.9
 HN0995;UTM  12      - 4,158,657.670   521,099.954   MT  0.99960548   +0 08 44.6
 HN0995
 HN0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0995!SPC UT S     -   0.99982096  x   0.99995794  =   0.99977891
 HN0995!UTM  12      -   0.99982096  x   0.99960548  =   0.99942651
 HN0995
 HN0995:                Primary Azimuth Mark                     Grid Az
 HN0995:SPC UT S     -  ET U 127                                 300 42 04.3
 HN0995:UTM  12      -  ET U 127                                 301 00 29.6
 HN0995
 HN0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2109958657(NAD 83)
 HN0995
 HN0995|---------------------------------------------------------------------|
 HN0995| PID    Reference Object                     Distance      Geod. Az  |
 HN0995|                                                           dddmmss.s |
 HN0995| HN0996 ET U 127                            APPROX. 3.0 KM 3010914.2 |
 HN0995|---------------------------------------------------------------------|
 HN0995
 HN0995                          SUPERSEDED SURVEY CONTROL
 HN0995
 HN0995  NAD 83(1986)-  37 34 28.98099(N)    110 45 39.77192(W) AD(       ) 3
 HN0995  NAD 27      -  37 34 29.01931(N)    110 45 37.22597(W) AD(       ) 3
 HN0995  NGVD 29 (07/19/86) 1162.3    (m)         3813.     (f) VERT ANG       
 HN0995
 HN0995.Superseded values are not recommended for survey control.
 HN0995
 HN0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0995.See file dsdata.pdf to determine how the superseded data were derived.
 HN0995
 HN0995_MARKER: DD = SURVEY DISK
 HN0995_SETTING: 80 = SET IN A BOULDER
 HN0995_STAMPING: ET U 126 1959
 HN0995_MARK LOGO: USGS
 HN0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0995+STABILITY: SURFACE MOTION
 HN0995
 HN0995  HISTORY     - Date     Condition        Report By
 HN0995  HISTORY     - 1959     MONUMENTED       USGS
 HN0995
 HN0995                          STATION DESCRIPTION
 HN0995
 HN0995'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0995'LOCATED ABOUT 5 MI. NE. OF THE BAKER RANCH AND 4.0 MI. SW. OF CANE
 HN0995'SPRING, AND 1.2 MI. E. OF BULLFROG CREEK, ON HIGHEST POINT OF A LOW
 HN0995'MESA.
 HN0995'
 HN0995'STATION REACHED BY HELICOPTER.
 HN0995'
 HN0995'STATION MARK--STANDARD TABLET, STAMPED ---ET U 126 1959---, CEMENTED
 HN0995'IN DRILL HOLE IN TOP OF A BURIED BOULDER SET FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0996 ***********************************************************************
 HN0996  DESIGNATION -  ET U 127
 HN0996  PID         -  HN0996
 HN0996  STATE/COUNTY-  UT/GARFIELD
 HN0996  COUNTRY     -  US
 HN0996  USGS QUAD   -  HALL MESA (2017)
 HN0996
 HN0996                         *CURRENT SURVEY CONTROL
 HN0996  ______________________________________________________________________
 HN0996* NAD 83(1994) POSITION- 37 35 18.69204(N) 110 47 23.12479(W)   ADJUSTED
 HN0996* NAVD 88 ORTHO HEIGHT -  1308.9   (meters)     4294.    (feet) VERTCON3
 HN0996  ______________________________________________________________________
 HN0996  GEOID HEIGHT    -        -22.121 (meters)                     GEOID18
 HN0996  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 HN0996  HORZ ORDER      -  THIRD
 HN0996
 HN0996.The horizontal coordinates were established by classical geodetic methods
 HN0996.and adjusted by the National Geodetic Survey in November 1997.
 HN0996
 HN0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0996
 HN0996.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0996.GEOID18 height accuracy estimate available here.
 HN0996
 HN0996.Click photographs - Photos may exist for this station.
 HN0996
 HN0996.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0996
 HN0996. The following values were computed from the NAD 83(1994) position.
 HN0996
 HN0996;                    North         East     Units Scale Factor Converg.
 HN0996;SPC UT S     - 3,102,548.914   562,726.050   MT  0.99995709   +0 26 06.6
 HN0996;SPC UT S     -10,178,945.90  1,846,210.38   sFT  0.99995709   +0 26 06.6
 HN0996;UTM  12      - 4,160,183.449   518,561.454   MT  0.99960424   +0 07 41.7
 HN0996
 HN0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0996!SPC UT S     -   0.99979811  x   0.99995709  =   0.99975521
 HN0996!UTM  12      -   0.99979811  x   0.99960424  =   0.99940243
 HN0996
 HN0996:                Primary Azimuth Mark                     Grid Az
 HN0996:SPC UT S     -  ET U 212                                 295 23 29.3
 HN0996:UTM  12      -  ET U 212                                 295 41 54.2
 HN0996
 HN0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG1856160183(NAD 83)
 HN0996
 HN0996|---------------------------------------------------------------------|
 HN0996| PID    Reference Object                     Distance      Geod. Az  |
 HN0996|                                                           dddmmss.s |
 HN0996| HN0999 ET U 212                            APPROX. 2.8 KM 2954935.9 |
 HN0996|---------------------------------------------------------------------|
 HN0996
 HN0996                          SUPERSEDED SURVEY CONTROL
 HN0996
 HN0996  NAD 83(1986)-  37 35 18.68728(N)    110 47 23.12465(W) AD(       ) 3
 HN0996  NAD 27      -  37 35 18.72259(N)    110 47 20.56738(W) AD(       ) 3
 HN0996  NGVD 29 (07/19/86) 1307.9    (m)         4291.     (f) VERT ANG       
 HN0996
 HN0996.Superseded values are not recommended for survey control.
 HN0996
 HN0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0996.See file dsdata.pdf to determine how the superseded data were derived.
 HN0996
 HN0996_MARKER: DD = SURVEY DISK
 HN0996_SETTING: 66 = SET IN ROCK OUTCROP
 HN0996_STAMPING: ET U 127 1959
 HN0996_MARK LOGO: USGS
 HN0996_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0996+STABILITY: POSITION/ELEVATION WELL
 HN0996
 HN0996  HISTORY     - Date     Condition        Report By
 HN0996  HISTORY     - 1959     MONUMENTED       USGS
 HN0996
 HN0996                          STATION DESCRIPTION
 HN0996
 HN0996'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0996'LOCATED ABOUT 19 MI. N. OF THE RINCON 9.5 MI. NE. OF THE COLORADO
 HN0996'RIVER AT HALLS CROSSING, ON A ROCKY POINT OF THE MOUNTAIN ON THE W.
 HN0996'SIDE OF BULLFROG CREEK.
 HN0996'
 HN0996'STATION REACHED BY HELICOPTER.
 HN0996'
 HN0996'STATION MARK--STANDARD TABLET, STAMPED ---ET U 127 1959---, CEMENTED
 HN0996'IN ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0998 ***********************************************************************
 HN0998  DESIGNATION -  ET U 128
 HN0998  PID         -  HN0998
 HN0998  STATE/COUNTY-  UT/GARFIELD
 HN0998  COUNTRY     -  US
 HN0998  USGS QUAD   -  HALL MESA (2017)
 HN0998
 HN0998                         *CURRENT SURVEY CONTROL
 HN0998  ______________________________________________________________________
 HN0998* NAD 83(1994) POSITION- 37 33 41.93674(N) 110 48 04.74489(W)   ADJUSTED
 HN0998* NAVD 88 ORTHO HEIGHT -  1283.1   (meters)     4210.    (feet) VERTCON3
 HN0998  ______________________________________________________________________
 HN0998  GEOID HEIGHT    -        -22.191 (meters)                     GEOID18
 HN0998  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 HN0998  HORZ ORDER      -  THIRD
 HN0998
 HN0998.The horizontal coordinates were established by classical geodetic methods
 HN0998.and adjusted by the National Geodetic Survey in November 1997.
 HN0998
 HN0998.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0998
 HN0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0998.GEOID18 height accuracy estimate available here.
 HN0998
 HN0998.Click photographs - Photos may exist for this station.
 HN0998
 HN0998.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0998
 HN0998. The following values were computed from the NAD 83(1994) position.
 HN0998
 HN0998;                    North         East     Units Scale Factor Converg.
 HN0998;SPC UT S     - 3,099,558.453   561,727.317   MT  0.99995879   +0 25 41.1
 HN0998;SPC UT S     -10,169,134.69  1,842,933.71   sFT  0.99995879   +0 25 41.1
 HN0998;UTM  12      - 4,157,199.438   517,547.075   MT  0.99960379   +0 07 16.0
 HN0998
 HN0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0998!SPC UT S     -   0.99980217  x   0.99995879  =   0.99976097
 HN0998!UTM  12      -   0.99980217  x   0.99960379  =   0.99940604
 HN0998
 HN0998:                Primary Azimuth Mark                     Grid Az
 HN0998:SPC UT S     -  ET U 127                                 018 28 04.5
 HN0998:UTM  12      -  ET U 127                                 018 46 29.6
 HN0998
 HN0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG1754757199(NAD 83)
 HN0998
 HN0998|---------------------------------------------------------------------|
 HN0998| PID    Reference Object                     Distance      Geod. Az  |
 HN0998|                                                           dddmmss.s |
 HN0998| HN0996 ET U 127                            APPROX. 3.2 KM 0185345.6 |
 HN0998|---------------------------------------------------------------------|
 HN0998
 HN0998                          SUPERSEDED SURVEY CONTROL
 HN0998
 HN0998  NAD 83(1986)-  37 33 41.93196(N)    110 48 04.74483(W) AD(       ) 3
 HN0998  NAD 27      -  37 33 41.96405(N)    110 48 02.18674(W) AD(       ) 3
 HN0998  NGVD 29 (07/19/86) 1282.1    (m)         4206.     (f) VERT ANG       
 HN0998
 HN0998.Superseded values are not recommended for survey control.
 HN0998
 HN0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0998.See file dsdata.pdf to determine how the superseded data were derived.
 HN0998
 HN0998_MARKER: DD = SURVEY DISK
 HN0998_SETTING: 66 = SET IN ROCK OUTCROP
 HN0998_STAMPING: ET U 128 1959
 HN0998_MARK LOGO: USGS
 HN0998_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0998+STABILITY: POSITION/ELEVATION WELL
 HN0998
 HN0998  HISTORY     - Date     Condition        Report By
 HN0998  HISTORY     - 1959     MONUMENTED       USGS
 HN0998
 HN0998                          STATION DESCRIPTION
 HN0998
 HN0998'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0998'LOCATED ABOUT 18 MI. N. OF THE RINCON AND 2.8 MI. NE. OF THE BAKER
 HN0998'RANCH, ON THE SUMMIT OF A SANDSTONE TOP AT THE EDGE OF A BLUFF
 HN0998'OVERLOOKING BULLFROG CREEK.
 HN0998'
 HN0998'STATION REACHED BY HELICOPTER.
 HN0998'
 HN0998'STATION MARK--STANDARD TABLET, STAMPED ---ET U 128 1959---, CEMENTED
 HN0998'IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0760 ***********************************************************************
 HN0760  DESIGNATION -  ET U 13
 HN0760  PID         -  HN0760
 HN0760  STATE/COUNTY-  UT/KANE
 HN0760  COUNTRY     -  US
 HN0760  USGS QUAD   -  GUNSIGHT BUTTE (2017)
 HN0760
 HN0760                         *CURRENT SURVEY CONTROL
 HN0760  ______________________________________________________________________
 HN0760* NAD 83(1994) POSITION- 37 06 44.27163(N) 111 20 40.45177(W)   ADJUSTED
 HN0760* NAVD 88 ORTHO HEIGHT -  1365.4   (meters)     4480.    (feet) VERTCON3
 HN0760  ______________________________________________________________________
 HN0760  GEOID HEIGHT    -        -23.253 (meters)                     GEOID18
 HN0760  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 HN0760  HORZ ORDER      -  THIRD
 HN0760
 HN0760.The horizontal coordinates were established by classical geodetic methods
 HN0760.and adjusted by the National Geodetic Survey in November 1997.
 HN0760
 HN0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0760
 HN0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0760.GEOID18 height accuracy estimate available here.
 HN0760
 HN0760.Click photographs - Photos may exist for this station.
 HN0760
 HN0760.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0760
 HN0760. The following values were computed from the NAD 83(1994) position.
 HN0760
 HN0760;                    North         East     Units Scale Factor Converg.
 HN0760;SPC UT S     - 3,049,469.330   513,814.981   MT  1.00001953   +0 05 42.8
 HN0760;SPC UT S     -10,004,800.63  1,685,741.32   sFT  1.00001953   +0 05 42.8
 HN0760;UTM  12      - 4,107,385.578   469,386.618   MT  0.99961154   -0 12 28.5
 HN0760
 HN0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0760!SPC UT S     -   0.99978942  x   1.00001953  =   0.99980895
 HN0760!UTM  12      -   0.99978942  x   0.99961154  =   0.99940104
 HN0760
 HN0760:                Primary Azimuth Mark                     Grid Az
 HN0760:SPC UT S     -  LAST=ET U 61                             342 08 47.2
 HN0760:UTM  12      -  LAST=ET U 61                             342 26 58.5
 HN0760
 HN0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG6938607385(NAD 83)
 HN0760
 HN0760|---------------------------------------------------------------------|
 HN0760| PID    Reference Object                     Distance      Geod. Az  |
 HN0760|                                                           dddmmss.s |
 HN0760| HN0742 LAST=ET U 61                        APPROX. 2.6 KM 3421430.0 |
 HN0760|---------------------------------------------------------------------|
 HN0760
 HN0760                          SUPERSEDED SURVEY CONTROL
 HN0760
 HN0760  NAD 83(1992)-  37 06 44.27048(N)    111 20 40.45227(W) AD(       ) 3
 HN0760  NAD 83(1986)-  37 06 44.26645(N)    111 20 40.45310(W) AD(       ) 3
 HN0760  NAD 27      -  37 06 44.30626(N)    111 20 37.89201(W) AD(       ) 3
 HN0760  NGVD 29 (07/19/86) 1364.4    (m)         4476.     (f) VERT ANG       
 HN0760
 HN0760.Superseded values are not recommended for survey control.
 HN0760
 HN0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0760.See file dsdata.pdf to determine how the superseded data were derived.
 HN0760
 HN0760_MARKER: DD = SURVEY DISK
 HN0760_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0760_STAMPING: ET U 13 1959
 HN0760_MARK LOGO: USGS
 HN0760_MAGNETIC: P = MARKER IS A STEEL PIPE
 HN0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0760
 HN0760  HISTORY     - Date     Condition        Report By
 HN0760  HISTORY     - 1959     MONUMENTED       USGS
 HN0760
 HN0760                          STATION DESCRIPTION
 HN0760
 HN0760'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0760'LOCATED ABOUT 4 MI. N. OF THE ---CROSSING OF THE FATHERS---, 3 MI. N.
 HN0760'OF GUNSIGHT BUTTE, ON A LOW SANDY HILL IN T 42 S, R 5 E (UNSURVEYED).
 HN0760'
 HN0760'STATION REACHED BY HELICOPTER.
 HN0760'
 HN0760'STATION MARK--STANDARD TABLET, STAMPED ---ET U 13 1959---, BRAZED TO
 HN0760'TOP OF PIPE EXTENDING 1.6 FT. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0991 ***********************************************************************
 HN0991  DESIGNATION -  ET U 130
 HN0991  PID         -  HN0991
 HN0991  STATE/COUNTY-  UT/KANE
 HN0991  COUNTRY     -  US
 HN0991  USGS QUAD   -  BULLFROG (2017)
 HN0991
 HN0991                         *CURRENT SURVEY CONTROL
 HN0991  ______________________________________________________________________
 HN0991* NAD 83(1994) POSITION- 37 30 28.74916(N) 110 42 11.24273(W)   ADJUSTED
 HN0991* NAVD 88 ORTHO HEIGHT -  1234.9   (meters)     4052.    (feet) VERTCON3
 HN0991  ______________________________________________________________________
 HN0991  GEOID HEIGHT    -        -22.354 (meters)                     GEOID18
 HN0991  LAPLACE CORR    -          1.60  (seconds)                    DEFLEC18
 HN0991  HORZ ORDER      -  THIRD
 HN0991
 HN0991.The horizontal coordinates were established by classical geodetic methods
 HN0991.and adjusted by the National Geodetic Survey in November 1997.
 HN0991
 HN0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0991
 HN0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0991.GEOID18 height accuracy estimate available here.
 HN0991
 HN0991.Click photographs - Photos may exist for this station.
 HN0991
 HN0991.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0991
 HN0991. The following values were computed from the NAD 83(1994) position.
 HN0991
 HN0991;                    North         East     Units Scale Factor Converg.
 HN0991;SPC UT S     - 3,093,672.317   570,453.229   MT  0.99996284   +0 29 17.7
 HN0991;SPC UT S     -10,149,823.26  1,871,561.97   sFT  0.99996284   +0 29 17.7
 HN0991;UTM  12      - 4,151,268.706   526,238.218   MT  0.99960848   +0 10 50.7
 HN0991
 HN0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0991!SPC UT S     -   0.99980976  x   0.99996284  =   0.99977261
 HN0991!UTM  12      -   0.99980976  x   0.99960848  =   0.99941832
 HN0991
 HN0991:                Primary Azimuth Mark                     Grid Az
 HN0991:SPC UT S     -  BULLFROG                                 262 12 43.2
 HN0991:UTM  12      -  BULLFROG                                 262 31 10.2
 HN0991
 HN0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2623851268(NAD 83)
 HN0991
 HN0991|---------------------------------------------------------------------|
 HN0991| PID    Reference Object                     Distance      Geod. Az  |
 HN0991|                                                           dddmmss.s |
 HN0991| HN0994 BULLFROG                            APPROX. 4.4 KM 2624200.9 |
 HN0991|---------------------------------------------------------------------|
 HN0991
 HN0991                          SUPERSEDED SURVEY CONTROL
 HN0991
 HN0991  NAD 83(1986)-  37 30 28.74438(N)    110 42 11.24253(W) AD(       ) 3
 HN0991  NAD 27      -  37 30 28.78107(N)    110 42 08.73325(W) AD(       ) 3
 HN0991  NGVD 29 (07/19/86) 1233.9    (m)         4048.     (f) VERT ANG       
 HN0991
 HN0991.Superseded values are not recommended for survey control.
 HN0991
 HN0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0991.See file dsdata.pdf to determine how the superseded data were derived.
 HN0991
 HN0991_MARKER: DD = SURVEY DISK
 HN0991_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HN0991_STAMPING: ET U 130 1959
 HN0991_MARK LOGO: USGS
 HN0991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0991
 HN0991  HISTORY     - Date     Condition        Report By
 HN0991  HISTORY     - 1959     MONUMENTED       USGS
 HN0991
 HN0991                          STATION DESCRIPTION
 HN0991
 HN0991'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0991'LOCATED ABOUT 20.0 MI. NE. OF THE HOLE-IN-THE-ROCK ON THE COLORADO
 HN0991'RIVER AND 1.8 MI. N. OF THE MOUTH OF STANTON CANYON, ON THE HIGHEST
 HN0991'POINT OF A LOW, ROCKY HILL.
 HN0991'
 HN0991'STATION REACHED BY HELICOPTER.
 HN0991'
 HN0991'STATION MARK--STANDARD TABLET, STAMPED ---ET U 130 1959---, CEMENTED
 HN0991'IN ROCKY SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0899 ***********************************************************************
 HN0899  DESIGNATION -  ET U 131
 HN0899  PID         -  HN0899
 HN0899  STATE/COUNTY-  UT/SAN JUAN
 HN0899  COUNTRY     -  US
 HN0899  USGS QUAD   -  HALLS CROSSING (2017)
 HN0899
 HN0899                         *CURRENT SURVEY CONTROL
 HN0899  ______________________________________________________________________
 HN0899* NAD 83(1994) POSITION- 37 27 38.83319(N) 110 41 29.49903(W)   ADJUSTED
 HN0899* NAVD 88 ORTHO HEIGHT -  1256.1   (meters)     4121.    (feet) VERTCON3
 HN0899  ______________________________________________________________________
 HN0899  GEOID HEIGHT    -        -22.452 (meters)                     GEOID18
 HN0899  LAPLACE CORR    -          1.69  (seconds)                    DEFLEC18
 HN0899  HORZ ORDER      -  THIRD
 HN0899
 HN0899.The horizontal coordinates were established by classical geodetic methods
 HN0899.and adjusted by the National Geodetic Survey in November 1997.
 HN0899
 HN0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0899
 HN0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0899.GEOID18 height accuracy estimate available here.
 HN0899
 HN0899.Click photographs - Photos may exist for this station.
 HN0899
 HN0899.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0899
 HN0899. The following values were computed from the NAD 83(1994) position.
 HN0899
 HN0899;                    North         East     Units Scale Factor Converg.
 HN0899;SPC UT S     - 3,088,443.046   571,523.664   MT  0.99996712   +0 29 43.2
 HN0899;SPC UT S     -10,132,666.89  1,875,073.89   sFT  0.99996712   +0 29 43.2
 HN0899;UTM  12      - 4,146,035.628   527,280.193   MT  0.99960917   +0 11 15.4
 HN0899
 HN0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0899!SPC UT S     -   0.99980645  x   0.99996712  =   0.99977358
 HN0899!UTM  12      -   0.99980645  x   0.99960917  =   0.99941569
 HN0899
 HN0899:                Primary Azimuth Mark                     Grid Az
 HN0899:SPC UT S     -  ET U 132                                 033 28 41.0
 HN0899:UTM  12      -  ET U 132                                 033 47 08.8
 HN0899
 HN0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2728046035(NAD 83)
 HN0899
 HN0899|---------------------------------------------------------------------|
 HN0899| PID    Reference Object                     Distance      Geod. Az  |
 HN0899|                                                           dddmmss.s |
 HN0899| HN0898 ET U 132                            APPROX. 3.9 KM 0335824.2 |
 HN0899|---------------------------------------------------------------------|
 HN0899
 HN0899                          SUPERSEDED SURVEY CONTROL
 HN0899
 HN0899  NAD 83(1986)-  37 27 38.82841(N)    110 41 29.49897(W) AD(       ) 3
 HN0899  NAD 27      -  37 27 38.85983(N)    110 41 26.98495(W) AD(       ) 3
 HN0899  NGVD 29 (07/19/86) 1255.1    (m)         4118.     (f) VERT ANG       
 HN0899
 HN0899.Superseded values are not recommended for survey control.
 HN0899
 HN0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0899.See file dsdata.pdf to determine how the superseded data were derived.
 HN0899
 HN0899_MARKER: DD = SURVEY DISK
 HN0899_SETTING: 66 = SET IN ROCK OUTCROP
 HN0899_STAMPING: ET U 131 1959
 HN0899_MARK LOGO: USGS
 HN0899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0899+STABILITY: POSITION/ELEVATION WELL
 HN0899
 HN0899  HISTORY     - Date     Condition        Report By
 HN0899  HISTORY     - 1959     MONUMENTED       USGS
 HN0899
 HN0899                          STATION DESCRIPTION
 HN0899
 HN0899'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0899'LOCATED ABOUT 1.6 MI. S. OF COLORADO RIVER AND 200 FT. E. OF W. 1/4
 HN0899'CORNER OF SEC. 34, T 33 S, R 11 E, ON THE W. END OF MESA.
 HN0899'
 HN0899'STATION REACHED BY HELICOPTER.
 HN0899'
 HN0899'STATION MARK--STANDARD TABLET, STAMPED ---ET U 131 1959---, CEMENTED
 HN0899'IN ROCK LEVEL WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0898 ***********************************************************************
 HN0898  DESIGNATION -  ET U 132
 HN0898  PID         -  HN0898
 HN0898  STATE/COUNTY-  UT/KANE
 HN0898  COUNTRY     -  US
 HN0898  USGS QUAD   -  HALLS CROSSING (2017)
 HN0898
 HN0898                         *CURRENT SURVEY CONTROL
 HN0898  ______________________________________________________________________
 HN0898* NAD 83(1994) POSITION- 37 29 23.41046(N) 110 40 01.05636(W)   ADJUSTED
 HN0898* NAVD 88 ORTHO HEIGHT -  1229.7   (meters)     4034.    (feet) VERTCON3
 HN0898  ______________________________________________________________________
 HN0898  GEOID HEIGHT    -        -22.376 (meters)                     GEOID18
 HN0898  LAPLACE CORR    -          1.76  (seconds)                    DEFLEC18
 HN0898  HORZ ORDER      -  THIRD
 HN0898
 HN0898.The horizontal coordinates were established by classical geodetic methods
 HN0898.and adjusted by the National Geodetic Survey in November 1997.
 HN0898
 HN0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0898
 HN0898.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0898.GEOID18 height accuracy estimate available here.
 HN0898
 HN0898.Click photographs - Photos may exist for this station.
 HN0898
 HN0898.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0898
 HN0898. The following values were computed from the NAD 83(1994) position.
 HN0898
 HN0898;                    North         East     Units Scale Factor Converg.
 HN0898;SPC UT S     - 3,091,685.959   573,668.310   MT  0.99996441   +0 30 37.4
 HN0898;SPC UT S     -10,143,306.35  1,882,110.11   sFT  0.99996441   +0 30 37.4
 HN0898;UTM  12      - 4,149,265.826   529,441.454   MT  0.99961068   +0 12 09.7
 HN0898
 HN0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0898!SPC UT S     -   0.99981058  x   0.99996441  =   0.99977500
 HN0898!UTM  12      -   0.99981058  x   0.99961068  =   0.99942133
 HN0898
 HN0898:                Primary Azimuth Mark                     Grid Az
 HN0898:SPC UT S     -  ET U 133                                 162 07 09.4
 HN0898:UTM  12      -  ET U 133                                 162 25 37.1
 HN0898
 HN0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2944149265(NAD 83)
 HN0898
 HN0898|---------------------------------------------------------------------|
 HN0898| PID    Reference Object                     Distance      Geod. Az  |
 HN0898|                                                           dddmmss.s |
 HN0898| HN0896 ET U 133                            APPROX. 2.5 KM 1623746.8 |
 HN0898|---------------------------------------------------------------------|
 HN0898
 HN0898                          SUPERSEDED SURVEY CONTROL
 HN0898
 HN0898  NAD 83(1986)-  37 29 23.40562(N)    110 40 01.05630(W) AD(       ) 3
 HN0898  NAD 27      -  37 29 23.43884(N)    110 39 58.54383(W) AD(       ) 3
 HN0898  NGVD 29 (07/19/86) 1228.7    (m)         4031.     (f) VERT ANG       
 HN0898
 HN0898.Superseded values are not recommended for survey control.
 HN0898
 HN0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0898.See file dsdata.pdf to determine how the superseded data were derived.
 HN0898
 HN0898_MARKER: DD = SURVEY DISK
 HN0898_SETTING: 66 = SET IN ROCK OUTCROP
 HN0898_STAMPING: ET U 132 1959
 HN0898_MARK LOGO: USGS
 HN0898_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0898+STABILITY: POSITION/ELEVATION WELL
 HN0898
 HN0898  HISTORY     - Date     Condition        Report By
 HN0898  HISTORY     - 1959     MONUMENTED       USGS
 HN0898
 HN0898                          STATION DESCRIPTION
 HN0898
 HN0898'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0898'LOCATED ABOUT 4 MI. NE. OF HALLS CROSSING AND 0.7 MI. S. OF MOQUI
 HN0898'BAR, ON S. POINT OF A SMALL MESA ON RIDGE WHICH ENDS AT AMPHITHEATER
 HN0898'BAR ON THE COLORADO RIVER.
 HN0898'
 HN0898'STATION REACHED BY HELICOPTER.
 HN0898'
 HN0898'STATION MARK--STANDARD TABLET, STAMPED ---ET U 132 1959---, CEMENTED
 HN0898'IN SOLID CONGLOMERATE ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0896 ***********************************************************************
 HN0896  DESIGNATION -  ET U 133
 HN0896  PID         -  HN0896
 HN0896  STATE/COUNTY-  UT/SAN JUAN
 HN0896  COUNTRY     -  US
 HN0896  USGS QUAD   -  HALLS CROSSING (2017)
 HN0896
 HN0896                         *CURRENT SURVEY CONTROL
 HN0896  ______________________________________________________________________
 HN0896* NAD 83(1994) POSITION- 37 28 06.66870(N) 110 39 30.93873(W)   ADJUSTED
 HN0896* NAVD 88 ORTHO HEIGHT -  1274.4   (meters)     4181.    (feet) VERTCON3
 HN0896  ______________________________________________________________________
 HN0896  GEOID HEIGHT    -        -22.403 (meters)                     GEOID18
 HN0896  LAPLACE CORR    -          3.00  (seconds)                    DEFLEC18
 HN0896  HORZ ORDER      -  THIRD
 HN0896
 HN0896.The horizontal coordinates were established by classical geodetic methods
 HN0896.and adjusted by the National Geodetic Survey in November 1997.
 HN0896
 HN0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0896
 HN0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0896.GEOID18 height accuracy estimate available here.
 HN0896
 HN0896.Click photographs - Photos may exist for this station.
 HN0896
 HN0896.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0896
 HN0896. The following values were computed from the NAD 83(1994) position.
 HN0896
 HN0896;                    North         East     Units Scale Factor Converg.
 HN0896;SPC UT S     - 3,089,326.841   574,429.409   MT  0.99996638   +0 30 55.9
 HN0896;SPC UT S     -10,135,566.48  1,884,607.15   sFT  0.99996638   +0 30 55.9
 HN0896;UTM  12      - 4,146,903.491   530,189.605   MT  0.99961123   +0 12 27.7
 HN0896
 HN0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0896!SPC UT S     -   0.99980357  x   0.99996638  =   0.99976996
 HN0896!UTM  12      -   0.99980357  x   0.99961123  =   0.99941488
 HN0896
 HN0896:                Primary Azimuth Mark                     Grid Az
 HN0896:SPC UT S     -  ET U 132                                 342 07 09.3
 HN0896:UTM  12      -  ET U 132                                 342 25 37.5
 HN0896
 HN0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG3018946903(NAD 83)
 HN0896
 HN0896|---------------------------------------------------------------------|
 HN0896| PID    Reference Object                     Distance      Geod. Az  |
 HN0896|                                                           dddmmss.s |
 HN0896| HN0898 ET U 132                            APPROX. 2.5 KM 3423805.2 |
 HN0896|---------------------------------------------------------------------|
 HN0896
 HN0896                          SUPERSEDED SURVEY CONTROL
 HN0896
 HN0896  NAD 83(1986)-  37 28 06.66384(N)    110 39 30.93869(W) AD(       ) 3
 HN0896  NAD 27      -  37 28 06.69492(N)    110 39 28.42756(W) AD(       ) 3
 HN0896  NGVD 29 (07/19/86) 1273.4    (m)         4178.     (f) VERT ANG       
 HN0896
 HN0896.Superseded values are not recommended for survey control.
 HN0896
 HN0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0896.See file dsdata.pdf to determine how the superseded data were derived.
 HN0896
 HN0896_MARKER: DD = SURVEY DISK
 HN0896_SETTING: 80 = SET IN A BOULDER
 HN0896_STAMPING: ET U 133 1959
 HN0896_MARK LOGO: USGS
 HN0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0896+STABILITY: SURFACE MOTION
 HN0896
 HN0896  HISTORY     - Date     Condition        Report By
 HN0896  HISTORY     - 1959     MONUMENTED       USGS
 HN0896
 HN0896                          STATION DESCRIPTION
 HN0896
 HN0896'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0896'LOCATED ABOUT 1.4 MI. SW. OF JUNCTION OF MOQUI CANYON AND THE
 HN0896'COLORADO RIVER, 1 MI. SE. OF NEW YORK BAR, AND 0.7 MI. S. OF THE
 HN0896'COLORADO RIVER, ON THE HIGHEST PART OF A SMALL MESA-LIKE TOP.
 HN0896'
 HN0896'STATION REACHED BY HELICOPTER.
 HN0896'
 HN0896'STATION MARK--STANDARD TABLET, STAMPED ---ET U 133 1959---, CEMENTED
 HN0896'IN DRILL HOLE IN TOP OF BURIED BOULDER SET FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0895 ***********************************************************************
 HN0895  DESIGNATION -  ET U 134
 HN0895  PID         -  HN0895
 HN0895  STATE/COUNTY-  UT/SAN JUAN
 HN0895  COUNTRY     -  US
 HN0895  USGS QUAD   -  HALLS CROSSING (2017)
 HN0895
 HN0895                         *CURRENT SURVEY CONTROL
 HN0895  ______________________________________________________________________
 HN0895* NAD 83(1994) POSITION- 37 25 58.13999(N) 110 38 40.66350(W)   ADJUSTED
 HN0895* NAVD 88 ORTHO HEIGHT -  1200.2   (meters)     3938.    (feet) VERTCON3
 HN0895  ______________________________________________________________________
 HN0895  GEOID HEIGHT    -        -22.441 (meters)                     GEOID18
 HN0895  LAPLACE CORR    -          4.32  (seconds)                    DEFLEC18
 HN0895  HORZ ORDER      -  THIRD
 HN0895
 HN0895.The horizontal coordinates were established by classical geodetic methods
 HN0895.and adjusted by the National Geodetic Survey in November 1997.
 HN0895
 HN0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0895
 HN0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0895.GEOID18 height accuracy estimate available here.
 HN0895
 HN0895.Click photographs - Photos may exist for this station.
 HN0895
 HN0895.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0895
 HN0895. The following values were computed from the NAD 83(1994) position.
 HN0895
 HN0895;                    North         East     Units Scale Factor Converg.
 HN0895;SPC UT S     - 3,085,375.867   575,700.968   MT  0.99996998   +0 31 26.7
 HN0895;SPC UT S     -10,122,603.99  1,888,778.93   sFT  0.99996998   +0 31 26.7
 HN0895;UTM  12      - 4,142,947.151   531,439.465   MT  0.99961218   +0 12 57.6
 HN0895
 HN0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0895!SPC UT S     -   0.99981521  x   0.99996998  =   0.99978520
 HN0895!UTM  12      -   0.99981521  x   0.99961218  =   0.99942746
 HN0895
 HN0895:                Primary Azimuth Mark                     Grid Az
 HN0895:SPC UT S     -  ET U 135                                 163 49 23.3
 HN0895:UTM  12      -  ET U 135                                 164 07 52.4
 HN0895
 HN0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG3143942947(NAD 83)
 HN0895
 HN0895|---------------------------------------------------------------------|
 HN0895| PID    Reference Object                     Distance      Geod. Az  |
 HN0895|                                                           dddmmss.s |
 HN0895| HN0894 ET U 135                            APPROX. 3.1 KM 1642050.0 |
 HN0895|---------------------------------------------------------------------|
 HN0895
 HN0895                          SUPERSEDED SURVEY CONTROL
 HN0895
 HN0895  NAD 83(1986)-  37 25 58.13519(N)    110 38 40.66347(W) AD(       ) 3
 HN0895  NAD 27      -  37 25 58.16453(N)    110 38 38.15549(W) AD(       ) 3
 HN0895  NGVD 29 (07/19/86) 1199.2    (m)         3934.     (f) VERT ANG       
 HN0895
 HN0895.Superseded values are not recommended for survey control.
 HN0895
 HN0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0895.See file dsdata.pdf to determine how the superseded data were derived.
 HN0895
 HN0895_MARKER: DD = SURVEY DISK
 HN0895_SETTING: 66 = SET IN ROCK OUTCROP
 HN0895_STAMPING: ET U 134 1959
 HN0895_MARK LOGO: USGS
 HN0895_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0895+STABILITY: POSITION/ELEVATION WELL
 HN0895
 HN0895  HISTORY     - Date     Condition        Report By
 HN0895  HISTORY     - 1959     MONUMENTED       USGS
 HN0895
 HN0895                          STATION DESCRIPTION
 HN0895
 HN0895'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0895'LOCATED ABOUT 12.5 MI. NE. OF THE RINCON, 5 MI. SE. OF HALLS CROSSING
 HN0895'ON THE COLORADO AND 0.3 MI. E. OF LAKE CANYON, ON THE SUMMIT OF A
 HN0895'SANDSTONE KNOB.
 HN0895'
 HN0895'STATION REACHED BY HELICOPTER.
 HN0895'
 HN0895'STATION MARK--STANDARD TABLET, STAMPED ---ET U 134 1959---, CEMENTED
 HN0895'IN A ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0894 ***********************************************************************
 HN0894  DESIGNATION -  ET U 135
 HN0894  PID         -  HN0894
 HN0894  STATE/COUNTY-  UT/SAN JUAN
 HN0894  COUNTRY     -  US
 HN0894  USGS QUAD   -  HALLS CROSSING (2017)
 HN0894
 HN0894                         *CURRENT SURVEY CONTROL
 HN0894  ______________________________________________________________________
 HN0894* NAD 83(1994) POSITION- 37 24 20.39094(N) 110 38 06.33020(W)   ADJUSTED
 HN0894* NAVD 88 ORTHO HEIGHT -  1223.6   (meters)     4014.    (feet) VERTCON3
 HN0894  ______________________________________________________________________
 HN0894  GEOID HEIGHT    -        -22.428 (meters)                     GEOID18
 HN0894  LAPLACE CORR    -          2.98  (seconds)                    DEFLEC18
 HN0894  HORZ ORDER      -  THIRD
 HN0894
 HN0894.The horizontal coordinates were established by classical geodetic methods
 HN0894.and adjusted by the National Geodetic Survey in November 1997.
 HN0894
 HN0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0894
 HN0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0894.GEOID18 height accuracy estimate available here.
 HN0894
 HN0894.Click photographs - Photos may exist for this station.
 HN0894
 HN0894.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0894
 HN0894. The following values were computed from the NAD 83(1994) position.
 HN0894
 HN0894;                    North         East     Units Scale Factor Converg.
 HN0894;SPC UT S     - 3,082,370.310   576,572.849   MT  0.99997298   +0 31 47.7
 HN0894;SPC UT S     -10,112,743.26  1,891,639.42   sFT  0.99997298   +0 31 47.7
 HN0894;UTM  12      - 4,139,938.028   532,294.861   MT  0.99961285   +0 13 18.0
 HN0894
 HN0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0894!SPC UT S     -   0.99981154  x   0.99997298  =   0.99978452
 HN0894!UTM  12      -   0.99981154  x   0.99961285  =   0.99942446
 HN0894
 HN0894:                Primary Azimuth Mark                     Grid Az
 HN0894:SPC UT S     -  ET U 157                                 239 45 36.8
 HN0894:UTM  12      -  ET U 157                                 240 04 06.5
 HN0894
 HN0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG3229439938(NAD 83)
 HN0894
 HN0894|---------------------------------------------------------------------|
 HN0894| PID    Reference Object                     Distance      Geod. Az  |
 HN0894|                                                           dddmmss.s |
 HN0894| HN0897 ET U 157                            APPROX. 2.5 KM 2401724.5 |
 HN0894|---------------------------------------------------------------------|
 HN0894
 HN0894                          SUPERSEDED SURVEY CONTROL
 HN0894
 HN0894  NAD 83(1992)-  37 24 20.38627(N)    110 38 06.33027(W) AD(       ) 3
 HN0894  NAD 83(1986)-  37 24 20.38624(N)    110 38 06.33023(W) AD(       ) 3
 HN0894  NAD 27      -  37 24 20.41454(N)    110 38 03.82449(W) AD(       ) 3
 HN0894  NGVD 29 (07/19/86) 1222.6    (m)         4011.     (f) VERT ANG       
 HN0894
 HN0894.Superseded values are not recommended for survey control.
 HN0894
 HN0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0894.See file dsdata.pdf to determine how the superseded data were derived.
 HN0894
 HN0894_MARKER: DD = SURVEY DISK
 HN0894_SETTING: 66 = SET IN ROCK OUTCROP
 HN0894_STAMPING: ET U 135 1959
 HN0894_MARK LOGO: USGS
 HN0894_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0894+STABILITY: POSITION/ELEVATION WELL
 HN0894
 HN0894  HISTORY     - Date     Condition        Report By
 HN0894  HISTORY     - 1959     MONUMENTED       USGS
 HN0894
 HN0894                          STATION DESCRIPTION
 HN0894
 HN0894'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0894'LOCATED ABOUT 19 MI. NE. OF THE HOLE-IN-THE-ROCK ON THE COLORADO
 HN0894'RIVER, 6 MI. E. AND SLIGHTLY N. OF COLORADO RIVER AT SHOCK BAR, ON
 HN0894'A ROCKY DOME ON THE W. SIDE OF LAKE CANYON AND 3.8 MI. ABOVE THE
 HN0894'JUNCTION OF SAID CANYON WITH THE COLORADO RIVER.
 HN0894'
 HN0894'STATION REACHED BY HELICOPTER.
 HN0894'
 HN0894'STATION MARK--STANDARD TABLET, STAMPED ---ET U 135 1959---, CEMENTED
 HN0894'IN TOP OF ROCKY DOME.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0885 ***********************************************************************
 HN0885  DESIGNATION -  ET U 136
 HN0885  PID         -  HN0885
 HN0885  STATE/COUNTY-  UT/SAN JUAN
 HN0885  COUNTRY     -  US
 HN0885  USGS QUAD   -  HALLS CROSSING NE (2017)
 HN0885
 HN0885                         *CURRENT SURVEY CONTROL
 HN0885  ______________________________________________________________________
 HN0885* NAD 83(1994) POSITION- 37 29 38.32225(N) 110 37 08.96435(W)   ADJUSTED
 HN0885* NAVD 88 ORTHO HEIGHT -  1288.8   (meters)     4228.    (feet) VERTCON3
 HN0885  ______________________________________________________________________
 HN0885  GEOID HEIGHT    -        -22.299 (meters)                     GEOID18
 HN0885  LAPLACE CORR    -          4.82  (seconds)                    DEFLEC18
 HN0885  HORZ ORDER      -  THIRD
 HN0885
 HN0885.The horizontal coordinates were established by classical geodetic methods
 HN0885.and adjusted by the National Geodetic Survey in November 1997.
 HN0885
 HN0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0885
 HN0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0885.GEOID18 height accuracy estimate available here.
 HN0885
 HN0885.Click photographs - Photos may exist for this station.
 HN0885
 HN0885.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0885
 HN0885. The following values were computed from the NAD 83(1994) position.
 HN0885
 HN0885;                    North         East     Units Scale Factor Converg.
 HN0885;SPC UT S     - 3,092,184.386   577,891.256   MT  0.99996404   +0 32 22.9
 HN0885;SPC UT S     -10,144,941.61  1,895,964.90   sFT  0.99996404   +0 32 22.9
 HN0885;UTM  12      - 4,149,741.394   533,665.530   MT  0.99961396   +0 13 54.5
 HN0885
 HN0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0885!SPC UT S     -   0.99980129  x   0.99996404  =   0.99976534
 HN0885!UTM  12      -   0.99980129  x   0.99961396  =   0.99941533
 HN0885
 HN0885:                Primary Azimuth Mark                     Grid Az
 HN0885:SPC UT S     -  ET U 141                                 350 17 30.1
 HN0885:UTM  12      -  ET U 141                                 350 35 58.5
 HN0885
 HN0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG3366549741(NAD 83)
 HN0885
 HN0885|---------------------------------------------------------------------|
 HN0885| PID    Reference Object                     Distance      Geod. Az  |
 HN0885|                                                           dddmmss.s |
 HN0885| HN0986 ET U 141                            APPROX. 2.4 KM 3504953.0 |
 HN0885|---------------------------------------------------------------------|
 HN0885
 HN0885                          SUPERSEDED SURVEY CONTROL
 HN0885
 HN0885  NAD 83(1986)-  37 29 38.31731(N)    110 37 08.96444(W) AD(       ) 3
 HN0885  NAD 27      -  37 29 38.34804(N)    110 37 06.45578(W) AD(       ) 3
 HN0885  NGVD 29 (07/19/86) 1287.8    (m)         4225.     (f) VERT ANG       
 HN0885
 HN0885.Superseded values are not recommended for survey control.
 HN0885
 HN0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0885.See file dsdata.pdf to determine how the superseded data were derived.
 HN0885
 HN0885_MARKER: DD = SURVEY DISK
 HN0885_SETTING: 66 = SET IN ROCK OUTCROP
 HN0885_STAMPING: ET U 136 1959
 HN0885_MARK LOGO: USGS
 HN0885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0885+STABILITY: POSITION/ELEVATION WELL
 HN0885
 HN0885  HISTORY     - Date     Condition        Report By
 HN0885  HISTORY     - 1959     MONUMENTED       USGS
 HN0885
 HN0885                          STATION DESCRIPTION
 HN0885
 HN0885'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0885'LOCATED ABOUT 22.5 MI. NE. OF THE HOLE-IN-THE-ROCK ON THE COLORADO
 HN0885'RIVER, 1.5 MI. NE. OF THE COLORADO RIVER AT THE MOUTH OF MOQUI
 HN0885'CANYON, ON A ROCKY POINT ON THE NW. SIDE OF THE LOWEST CREEK
 HN0885'ENTERING MOQUI CANYON ABOVE ITS JUNCTION WITH THE COLORADO RIVER.
 HN0885'
 HN0885'STATION REACHED BY HELICOPTER.
 HN0885'
 HN0885'STATION MARK--STANDARD TABLET, STAMPED ---ET U 136 1959---, CEMENTED
 HN0885'IN A HARD CALCITE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0886 ***********************************************************************
 HN0886  DESIGNATION -  ET U 137
 HN0886  PID         -  HN0886
 HN0886  STATE/COUNTY-  UT/SAN JUAN
 HN0886  COUNTRY     -  US
 HN0886  USGS QUAD   -  HALLS CROSSING NE (2017)
 HN0886
 HN0886                         *CURRENT SURVEY CONTROL
 HN0886  ______________________________________________________________________
 HN0886* NAD 83(1994) POSITION- 37 28 16.00039(N) 110 37 16.71235(W)   ADJUSTED
 HN0886* NAVD 88 ORTHO HEIGHT -  1283.8   (meters)     4212.    (feet) VERTCON3
 HN0886  ______________________________________________________________________
 HN0886  GEOID HEIGHT    -        -22.348 (meters)                     GEOID18
 HN0886  LAPLACE CORR    -          2.50  (seconds)                    DEFLEC18
 HN0886  HORZ ORDER      -  THIRD
 HN0886
 HN0886.The horizontal coordinates were established by classical geodetic methods
 HN0886.and adjusted by the National Geodetic Survey in November 1997.
 HN0886
 HN0886.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0886
 HN0886.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0886.GEOID18 height accuracy estimate available here.
 HN0886
 HN0886.Click photographs - Photos may exist for this station.
 HN0886
 HN0886.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0886
 HN0886. The following values were computed from the NAD 83(1994) position.
 HN0886
 HN0886;                    North         East     Units Scale Factor Converg.
 HN0886;SPC UT S     - 3,089,644.843   577,724.791   MT  0.99996613   +0 32 18.1
 HN0886;SPC UT S     -10,136,609.79  1,895,418.75   sFT  0.99996613   +0 32 18.1
 HN0886;UTM  12      - 4,147,203.673   533,485.482   MT  0.99961381   +0 13 49.4
 HN0886
 HN0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0886!SPC UT S     -   0.99980208  x   0.99996613  =   0.99976822
 HN0886!UTM  12      -   0.99980208  x   0.99961381  =   0.99941597
 HN0886
 HN0886:                Primary Azimuth Mark                     Grid Az
 HN0886:SPC UT S     -  ET U 138                                 105 45 34.0
 HN0886:UTM  12      -  ET U 138                                 106 04 02.7
 HN0886
 HN0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG3348547203(NAD 83)
 HN0886
 HN0886|---------------------------------------------------------------------|
 HN0886| PID    Reference Object                     Distance      Geod. Az  |
 HN0886|                                                           dddmmss.s |
 HN0886| HN0884 ET U 138                            APPROX. 2.5 KM 1061752.1 |
 HN0886|---------------------------------------------------------------------|
 HN0886
 HN0886                          SUPERSEDED SURVEY CONTROL
 HN0886
 HN0886  NAD 83(1986)-  37 28 15.99545(N)    110 37 16.71241(W) AD(       ) 3
 HN0886  NAD 27      -  37 28 16.02476(N)    110 37 14.20524(W) AD(       ) 3
 HN0886  NGVD 29 (07/19/86) 1282.8    (m)         4209.     (f) VERT ANG       
 HN0886
 HN0886.Superseded values are not recommended for survey control.
 HN0886
 HN0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0886.See file dsdata.pdf to determine how the superseded data were derived.
 HN0886
 HN0886_MARKER: DD = SURVEY DISK
 HN0886_SETTING: 66 = SET IN ROCK OUTCROP
 HN0886_STAMPING: ET U 137 1959
 HN0886_MARK LOGO: USGS
 HN0886_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0886+STABILITY: POSITION/ELEVATION WELL
 HN0886
 HN0886  HISTORY     - Date     Condition        Report By
 HN0886  HISTORY     - 1959     MONUMENTED       USGS
 HN0886
 HN0886                          STATION DESCRIPTION
 HN0886
 HN0886'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0886'LOCATED ABOUT 15.5 MI. NE. OF THE RINCON AND 6 MI. E. OF HALLS
 HN0886'CROSSING ON THE COLORADO RIVER AND 600 FT. S. OF MOQUI CANYON, ON
 HN0886'A SANDY MESA.
 HN0886'
 HN0886'STATION REACHED BY HELICOPTER.
 HN0886'
 HN0886'STATION MARK--STANDARD TABLET, STAMPED ---ET U 137 1959---, CEMENTED
 HN0886'IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0884 ***********************************************************************
 HN0884  DESIGNATION -  ET U 138
 HN0884  PID         -  HN0884
 HN0884  STATE/COUNTY-  UT/SAN JUAN
 HN0884  COUNTRY     -  US
 HN0884  USGS QUAD   -  HALLS CROSSING NE (2017)
 HN0884
 HN0884                         *CURRENT SURVEY CONTROL
 HN0884  ______________________________________________________________________
 HN0884* NAD 83(1994) POSITION- 37 27 53.15964(N) 110 35 38.75464(W)   ADJUSTED
 HN0884* NAVD 88 ORTHO HEIGHT -  1281.4   (meters)     4204.    (feet) VERTCON3
 HN0884  ______________________________________________________________________
 HN0884  GEOID HEIGHT    -        -22.314 (meters)                     GEOID18
 HN0884  LAPLACE CORR    -          3.62  (seconds)                    DEFLEC18
 HN0884  HORZ ORDER      -  THIRD
 HN0884
 HN0884.The horizontal coordinates were established by classical geodetic methods
 HN0884.and adjusted by the National Geodetic Survey in November 1997.
 HN0884
 HN0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0884
 HN0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0884.GEOID18 height accuracy estimate available here.
 HN0884
 HN0884.Click photographs - Photos may exist for this station.
 HN0884
 HN0884.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0884
 HN0884. The following values were computed from the NAD 83(1994) position.
 HN0884
 HN0884;                    North         East     Units Scale Factor Converg.
 HN0884;SPC UT S     - 3,088,963.695   580,138.446   MT  0.99996674   +0 33 18.1
 HN0884;SPC UT S     -10,134,375.06  1,903,337.55   sFT  0.99996674   +0 33 18.1
 HN0884;UTM  12      - 4,146,509.802   535,894.592   MT  0.99961587   +0 14 48.8
 HN0884
 HN0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0884!SPC UT S     -   0.99980245  x   0.99996674  =   0.99976920
 HN0884!UTM  12      -   0.99980245  x   0.99961587  =   0.99941840
 HN0884
 HN0884:                Primary Azimuth Mark                     Grid Az
 HN0884:SPC UT S     -  ET U 139                                 035 17 00.5
 HN0884:UTM  12      -  ET U 139                                 035 35 29.8
 HN0884
 HN0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG3589446509(NAD 83)
 HN0884
 HN0884|---------------------------------------------------------------------|
 HN0884| PID    Reference Object                     Distance      Geod. Az  |
 HN0884|                                                           dddmmss.s |
 HN0884| HN0883 ET U 139                            APPROX. 2.0 KM 0355018.6 |
 HN0884|---------------------------------------------------------------------|
 HN0884
 HN0884                          SUPERSEDED SURVEY CONTROL
 HN0884
 HN0884  NAD 83(1986)-  37 27 53.15472(N)    110 35 38.75470(W) AD(       ) 3
 HN0884  NAD 27      -  37 27 53.18233(N)    110 35 36.25085(W) AD(       ) 3
 HN0884  NGVD 29 (07/19/86) 1280.4    (m)         4201.     (f) VERT ANG       
 HN0884
 HN0884.Superseded values are not recommended for survey control.
 HN0884
 HN0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0884.See file dsdata.pdf to determine how the superseded data were derived.
 HN0884
 HN0884_MARKER: DD = SURVEY DISK
 HN0884_SETTING: 66 = SET IN ROCK OUTCROP
 HN0884_STAMPING: ET U 138 1959
 HN0884_MARK LOGO: USGS
 HN0884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0884+STABILITY: POSITION/ELEVATION WELL
 HN0884
 HN0884  HISTORY     - Date     Condition        Report By
 HN0884  HISTORY     - 1959     MONUMENTED       USGS
 HN0884
 HN0884                          STATION DESCRIPTION
 HN0884
 HN0884'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0884'LOCATED ABOUT 3 MI. SE. OF MOQUI CANYON AT ITS JUNCTION WITH THE
 HN0884'COLORADO RIVER, 0.4 MI. SSW. OF THE JUNCTION OF MOQUI CANYON AND
 HN0884'NORTH GULCH, AT THE SUMMIT OF A SMALL KNOLL.
 HN0884'
 HN0884'STATION REACHED BY HELICOPTER.
 HN0884'
 HN0884'STATION MARK--STANDARD TABLET, STAMPED ---ET U 138 1959---, SET IN
 HN0884'FLAKY BUT SOLID SANDSTONE ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0883 ***********************************************************************
 HN0883  DESIGNATION -  ET U 139
 HN0883  PID         -  HN0883
 HN0883  STATE/COUNTY-  UT/SAN JUAN
 HN0883  COUNTRY     -  US
 HN0883  USGS QUAD   -  HALLS CROSSING NE (2017)
 HN0883
 HN0883                         *CURRENT SURVEY CONTROL
 HN0883  ______________________________________________________________________
 HN0883* NAD 83(1994) POSITION- 37 28 44.73868(N) 110 34 52.00791(W)   ADJUSTED
 HN0883* NAVD 88 ORTHO HEIGHT -  1303.9   (meters)     4278.    (feet) VERTCON3
 HN0883  ______________________________________________________________________
 HN0883  GEOID HEIGHT    -        -22.263 (meters)                     GEOID18
 HN0883  LAPLACE CORR    -          3.23  (seconds)                    DEFLEC18
 HN0883  HORZ ORDER      -  THIRD
 HN0883
 HN0883.The horizontal coordinates were established by classical geodetic methods
 HN0883.and adjusted by the National Geodetic Survey in November 1997.
 HN0883
 HN0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0883
 HN0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0883.GEOID18 height accuracy estimate available here.
 HN0883
 HN0883.Click photographs - Photos may exist for this station.
 HN0883
 HN0883.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0883
 HN0883. The following values were computed from the NAD 83(1994) position.
 HN0883
 HN0883;                    North         East     Units Scale Factor Converg.
 HN0883;SPC UT S     - 3,090,564.933   581,271.490   MT  0.99996538   +0 33 46.8
 HN0883;SPC UT S     -10,139,628.45  1,907,054.88   sFT  0.99996538   +0 33 46.8
 HN0883;UTM  12      - 4,148,104.366   537,035.832   MT  0.99961690   +0 15 17.6
 HN0883
 HN0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0883!SPC UT S     -   0.99979892  x   0.99996538  =   0.99976430
 HN0883!UTM  12      -   0.99979892  x   0.99961690  =   0.99941589
 HN0883
 HN0883:                Primary Azimuth Mark                     Grid Az
 HN0883:SPC UT S     -  ET U 138                                 215 17 00.3
 HN0883:UTM  12      -  ET U 138                                 215 35 29.5
 HN0883
 HN0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG3703548104(NAD 83)
 HN0883
 HN0883|---------------------------------------------------------------------|
 HN0883| PID    Reference Object                     Distance      Geod. Az  |
 HN0883|                                                           dddmmss.s |
 HN0883| HN0884 ET U 138                            APPROX. 2.0 KM 2155047.1 |
 HN0883|---------------------------------------------------------------------|
 HN0883
 HN0883                          SUPERSEDED SURVEY CONTROL
 HN0883
 HN0883  NAD 83(1986)-  37 28 44.73383(N)    110 34 52.00795(W) AD(       ) 3
 HN0883  NAD 27      -  37 28 44.76171(N)    110 34 49.50438(W) AD(       ) 3
 HN0883  NGVD 29 (07/19/86) 1302.9    (m)         4275.     (f) VERT ANG       
 HN0883
 HN0883.Superseded values are not recommended for survey control.
 HN0883
 HN0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0883.See file dsdata.pdf to determine how the superseded data were derived.
 HN0883
 HN0883_MARKER: DD = SURVEY DISK
 HN0883_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HN0883_STAMPING: ET U 139 1959
 HN0883_MARK LOGO: USGS
 HN0883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0883
 HN0883  HISTORY     - Date     Condition        Report By
 HN0883  HISTORY     - 1959     MONUMENTED       USGS
 HN0883
 HN0883                          STATION DESCRIPTION
 HN0883
 HN0883'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0883'LOCATED ABOUT 23 MI. NE. OF THE HOLE-IN-THE-ROCK ON THE COLORADO
 HN0883'RIVER, 3.5 MI. E. OF THE MOUTH OF MOQUI CANYON, ON A ROCKY TOP, ON
 HN0883'THE NW. SIDE OF NORTH GULCH.
 HN0883'
 HN0883'STATION REACHED BY HELICOPTER.
 HN0883'
 HN0883'STATION MARK--STANDARD TABLET, STAMPED ---ET U 139 1959---, CEMENTED
 HN0883'IN ROCKY SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0759 ***********************************************************************
 HN0759  DESIGNATION -  ET U 14
 HN0759  PID         -  HN0759
 HN0759  STATE/COUNTY-  UT/KANE
 HN0759  COUNTRY     -  US
 HN0759  USGS QUAD   -  GUNSIGHT BUTTE (2017)
 HN0759
 HN0759                         *CURRENT SURVEY CONTROL
 HN0759  ______________________________________________________________________
 HN0759* NAD 83(1994) POSITION- 37 03 40.82336(N) 111 20 07.35668(W)   ADJUSTED
 HN0759* NAVD 88 ORTHO HEIGHT -  1426.8   (meters)     4681.    (feet) VERTCON3
 HN0759  ______________________________________________________________________
 HN0759  GEOID HEIGHT    -        -23.393 (meters)                     GEOID18
 HN0759  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 HN0759  HORZ ORDER      -  THIRD
 HN0759
 HN0759.The horizontal coordinates were established by classical geodetic methods
 HN0759.and adjusted by the National Geodetic Survey in November 1997.
 HN0759
 HN0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0759
 HN0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0759.GEOID18 height accuracy estimate available here.
 HN0759
 HN0759.Click photographs - Photos may exist for this station.
 HN0759
 HN0759.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0759
 HN0759. The following values were computed from the NAD 83(1994) position.
 HN0759
 HN0759;                    North         East     Units Scale Factor Converg.
 HN0759;SPC UT S     - 3,043,815.332   514,642.037   MT  1.00003026   +0 06 03.1
 HN0759;SPC UT S     - 9,986,250.80  1,688,454.75   sFT  1.00003026   +0 06 03.1
 HN0759;UTM  12      - 4,101,729.624   470,183.427   MT  0.99961095   -0 12 07.6
 HN0759
 HN0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0759!SPC UT S     -   0.99977981  x   1.00003026  =   0.99981007
 HN0759!UTM  12      -   0.99977981  x   0.99961095  =   0.99939085
 HN0759
 HN0759:                Primary Azimuth Mark                     Grid Az
 HN0759:SPC UT S     -  COTTON                                   238 22 07.3
 HN0759:UTM  12      -  COTTON                                   238 40 18.0
 HN0759
 HN0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG7018301729(NAD 83)
 HN0759
 HN0759|---------------------------------------------------------------------|
 HN0759| PID    Reference Object                     Distance      Geod. Az  |
 HN0759|                                                           dddmmss.s |
 HN0759| HN0752 COTTON                              APPROX. 4.0 KM 2382810.4 |
 HN0759|---------------------------------------------------------------------|
 HN0759
 HN0759                          SUPERSEDED SURVEY CONTROL
 HN0759
 HN0759  NAD 83(1992)-  37 03 40.82259(N)    111 20 07.35728(W) AD(       ) 3
 HN0759  NAD 83(1986)-  37 03 40.81805(N)    111 20 07.35830(W) AD(       ) 3
 HN0759  NAD 27      -  37 03 40.85828(N)    111 20 04.80131(W) AD(       ) 3
 HN0759  NGVD 29 (07/19/86) 1425.8    (m)         4678.     (f) VERT ANG       
 HN0759
 HN0759.Superseded values are not recommended for survey control.
 HN0759
 HN0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0759.See file dsdata.pdf to determine how the superseded data were derived.
 HN0759
 HN0759_MARKER: DD = SURVEY DISK
 HN0759_SETTING: 66 = SET IN ROCK OUTCROP
 HN0759_STAMPING: ET U 14 1959
 HN0759_MARK LOGO: USGS
 HN0759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0759+STABILITY: POSITION/ELEVATION WELL
 HN0759
 HN0759  HISTORY     - Date     Condition        Report By
 HN0759  HISTORY     - 1959     MONUMENTED       USGS
 HN0759
 HN0759                          STATION DESCRIPTION
 HN0759
 HN0759'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0759'LOCATED ABOUT 2.7 MI. N. OF THE CONFLUENCE OF GUNSIGHT CREEK AND THE
 HN0759'COLORADO RIVER, 2 MI. W. OF THE ---CROSSING OF THE FATHERS---, ON THE
 HN0759'NORTHERNMOST TOP OF GUNSIGHT BUTTE.
 HN0759'
 HN0759'STATION REACHED BY HELICOPTER.
 HN0759'
 HN0759'STATION MARK--STANDARD TABLET, STAMPED ---ET U 14 1959---, CEMENTED
 HN0759'IN FLAT ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0882 ***********************************************************************
 HN0882  DESIGNATION -  ET U 140
 HN0882  PID         -  HN0882
 HN0882  STATE/COUNTY-  UT/SAN JUAN
 HN0882  COUNTRY     -  US
 HN0882  USGS QUAD   -  HALLS CROSSING NE (2017)
 HN0882
 HN0882                         *CURRENT SURVEY CONTROL
 HN0882  ______________________________________________________________________
 HN0882* NAD 83(1994) POSITION- 37 27 16.34687(N) 110 32 25.01142(W)   ADJUSTED
 HN0882* NAVD 88 ORTHO HEIGHT -  1381.7   (meters)     4533.    (feet) VERTCON3
 HN0882  ______________________________________________________________________
 HN0882  GEOID HEIGHT    -        -22.192 (meters)                     GEOID18
 HN0882  LAPLACE CORR    -          6.54  (seconds)                    DEFLEC18
 HN0882  HORZ ORDER      -  THIRD
 HN0882
 HN0882.The horizontal coordinates were established by classical geodetic methods
 HN0882.and adjusted by the National Geodetic Survey in November 1997.
 HN0882
 HN0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0882
 HN0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0882.GEOID18 height accuracy estimate available here.
 HN0882
 HN0882.Click photographs - Photos may exist for this station.
 HN0882
 HN0882.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0882
 HN0882. The following values were computed from the NAD 83(1994) position.
 HN0882
 HN0882;                    North         East     Units Scale Factor Converg.
 HN0882;SPC UT S     - 3,087,876.361   584,910.774   MT  0.99996774   +0 35 16.8
 HN0882;SPC UT S     -10,130,807.69  1,918,994.76   sFT  0.99996774   +0 35 16.8
 HN0882;UTM  12      - 4,145,397.195   540,659.337   MT  0.99962036   +0 16 46.5
 HN0882
 HN0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0882!SPC UT S     -   0.99978670  x   0.99996774  =   0.99975445
 HN0882!UTM  12      -   0.99978670  x   0.99962036  =   0.99940714
 HN0882
 HN0882:                Primary Azimuth Mark                     Grid Az
 HN0882:SPC UT S     -  ET U 139                                 306 27 20.0
 HN0882:UTM  12      -  ET U 139                                 306 45 50.3
 HN0882
 HN0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG4065945397(NAD 83)
 HN0882
 HN0882|---------------------------------------------------------------------|
 HN0882| PID    Reference Object                     Distance      Geod. Az  |
 HN0882|                                                           dddmmss.s |
 HN0882| HN0883 ET U 139                            APPROX. 4.5 KM 3070236.8 |
 HN0882|---------------------------------------------------------------------|
 HN0882
 HN0882                          SUPERSEDED SURVEY CONTROL
 HN0882
 HN0882  NAD 83(1986)-  37 27 16.34200(N)    110 32 25.01132(W) AD(       ) 3
 HN0882  NAD 27      -  37 27 16.36640(N)    110 32 22.51386(W) AD(       ) 3
 HN0882  NGVD 29 (07/19/86) 1380.7    (m)         4530.     (f) VERT ANG       
 HN0882
 HN0882.Superseded values are not recommended for survey control.
 HN0882
 HN0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0882.See file dsdata.pdf to determine how the superseded data were derived.
 HN0882
 HN0882_MARKER: DD = SURVEY DISK
 HN0882_SETTING: 66 = SET IN ROCK OUTCROP
 HN0882_STAMPING: ET U 140 1959
 HN0882_MARK LOGO: USGS
 HN0882_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0882+STABILITY: POSITION/ELEVATION WELL
 HN0882
 HN0882  HISTORY     - Date     Condition        Report By
 HN0882  HISTORY     - 1959     MONUMENTED       USGS
 HN0882
 HN0882                          STATION DESCRIPTION
 HN0882
 HN0882'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0882'LOCATED ABOUT 6 MI. ESE. OF THE JUNCTION OF MOQUI CANYON AND
 HN0882'COLORADO RIVER AND 0.4 MI. S. OF MOQUI CANYON, ON A MESA WITH SAND
 HN0882'DUNES ON N. EDGE.  STATION IS ABOUT 50 FT. N. OF A SMALL SANDSTONE
 HN0882'TOP.
 HN0882'
 HN0882'STATION REACHED BY HELICOPTER.
 HN0882'
 HN0882'STATION MARK--STANDARD TABLET, STAMPED ---ET U 140 1959---, CEMENTED
 HN0882'IN DRILL HOLE IN TOP OF BLACK ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0986 ***********************************************************************
 HN0986  DESIGNATION -  ET U 141
 HN0986  PID         -  HN0986
 HN0986  STATE/COUNTY-  UT/SAN JUAN
 HN0986  COUNTRY     -  US
 HN0986  USGS QUAD   -  KNOWLES CANYON (2017)
 HN0986
 HN0986                         *CURRENT SURVEY CONTROL
 HN0986  ______________________________________________________________________
 HN0986* NAD 83(1994) POSITION- 37 30 56.42531(N) 110 37 24.79018(W)   ADJUSTED
 HN0986* NAVD 88 ORTHO HEIGHT -  1275.6   (meters)     4185.    (feet) VERTCON3
 HN0986  ______________________________________________________________________
 HN0986  GEOID HEIGHT    -        -22.248 (meters)                     GEOID18
 HN0986  LAPLACE CORR    -          3.54  (seconds)                    DEFLEC18
 HN0986  HORZ ORDER      -  THIRD
 HN0986
 HN0986.The horizontal coordinates were established by classical geodetic methods
 HN0986.and adjusted by the National Geodetic Survey in November 1997.
 HN0986
 HN0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0986
 HN0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0986.GEOID18 height accuracy estimate available here.
 HN0986
 HN0986.Click photographs - Photos may exist for this station.
 HN0986
 HN0986.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0986
 HN0986. The following values were computed from the NAD 83(1994) position.
 HN0986
 HN0986;                    North         East     Units Scale Factor Converg.
 HN0986;SPC UT S     - 3,094,588.438   577,479.966   MT  0.99996221   +0 32 13.2
 HN0986;SPC UT S     -10,152,828.90  1,894,615.52   sFT  0.99996221   +0 32 13.2
 HN0986;UTM  12      - 4,152,146.779   533,267.300   MT  0.99961363   +0 13 45.3
 HN0986
 HN0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0986!SPC UT S     -   0.99980336  x   0.99996221  =   0.99976558
 HN0986!UTM  12      -   0.99980336  x   0.99961363  =   0.99941707
 HN0986
 HN0986:                Primary Azimuth Mark                     Grid Az
 HN0986:SPC UT S     -  ET U 136                                 170 17 30.1
 HN0986:UTM  12      -  ET U 136                                 170 35 58.0
 HN0986
 HN0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG3326752146(NAD 83)
 HN0986
 HN0986|---------------------------------------------------------------------|
 HN0986| PID    Reference Object                     Distance      Geod. Az  |
 HN0986|                                                           dddmmss.s |
 HN0986| HN0885 ET U 136                            APPROX. 2.4 KM 1704943.3 |
 HN0986|---------------------------------------------------------------------|
 HN0986
 HN0986                          SUPERSEDED SURVEY CONTROL
 HN0986
 HN0986  NAD 83(1986)-  37 30 56.42030(N)    110 37 24.79030(W) AD(       ) 3
 HN0986  NAD 27      -  37 30 56.45149(N)    110 37 22.27933(W) AD(       ) 3
 HN0986  NGVD 29 (07/19/86) 1274.6    (m)         4182.     (f) VERT ANG       
 HN0986
 HN0986.Superseded values are not recommended for survey control.
 HN0986
 HN0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0986.See file dsdata.pdf to determine how the superseded data were derived.
 HN0986
 HN0986_MARKER: DD = SURVEY DISK
 HN0986_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0986_STAMPING: ET U 141 1959
 HN0986_MARK LOGO: USGS
 HN0986_MAGNETIC: P = MARKER IS A STEEL PIPE
 HN0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0986
 HN0986  HISTORY     - Date     Condition        Report By
 HN0986  HISTORY     - 1959     MONUMENTED       USGS
 HN0986
 HN0986                          STATION DESCRIPTION
 HN0986
 HN0986'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0986'LOCATED ABOUT 7.0 MI. NE. OF HALLS CROSSING ON THE COLORADO RIVER,
 HN0986'2.4 MI. N. OF THE MOUTH OF MOQUI CANYON AND 2.1 MI. E. OF THE
 HN0986'COLORADO RIVER, AT THE NE. END OF A MESA.
 HN0986'
 HN0986'STATION REACHED BY HELICOPTER.
 HN0986'
 HN0986'STATION MARK--STANDARD TABLET, STAMPED ---ET U 141 1959---, BRAZED
 HN0986'ON TOP OF A GALVANIZED IRON PIPE PROJECTING ABOUT A FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0989 ***********************************************************************
 HN0989  DESIGNATION -  ET U 142
 HN0989  PID         -  HN0989
 HN0989  STATE/COUNTY-  UT/KANE
 HN0989  COUNTRY     -  US
 HN0989  USGS QUAD   -  BULLFROG (2017)
 HN0989
 HN0989                         *CURRENT SURVEY CONTROL
 HN0989  ______________________________________________________________________
 HN0989* NAD 83(1994) POSITION- 37 32 03.10534(N) 110 40 05.00365(W)   ADJUSTED
 HN0989* NAVD 88 ORTHO HEIGHT -  1235.5   (meters)     4053.    (feet) VERTCON3
 HN0989  ______________________________________________________________________
 HN0989  GEOID HEIGHT    -        -22.256 (meters)                     GEOID18
 HN0989  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 HN0989  HORZ ORDER      -  THIRD
 HN0989
 HN0989.The horizontal coordinates were established by classical geodetic methods
 HN0989.and adjusted by the National Geodetic Survey in November 1997.
 HN0989
 HN0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0989
 HN0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0989.GEOID18 height accuracy estimate available here.
 HN0989
 HN0989.Click photographs - Photos may exist for this station.
 HN0989
 HN0989.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0989
 HN0989. The following values were computed from the NAD 83(1994) position.
 HN0989
 HN0989;                    North         East     Units Scale Factor Converg.
 HN0989;SPC UT S     - 3,096,608.077   573,527.551   MT  0.99996076   +0 30 35.0
 HN0989;SPC UT S     -10,159,455.00  1,881,648.31   sFT  0.99996076   +0 30 35.0
 HN0989;UTM  12      - 4,154,186.896   529,327.162   MT  0.99961059   +0 12 08.0
 HN0989
 HN0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0989!SPC UT S     -   0.99980965  x   0.99996076  =   0.99977042
 HN0989!UTM  12      -   0.99980965  x   0.99961059  =   0.99942032
 HN0989
 HN0989:                Primary Azimuth Mark                     Grid Az
 HN0989:SPC UT S     -  ET U 141                                 117 03 59.7
 HN0989:UTM  12      -  ET U 141                                 117 22 26.7
 HN0989
 HN0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2932754186(NAD 83)
 HN0989
 HN0989|---------------------------------------------------------------------|
 HN0989| PID    Reference Object                     Distance      Geod. Az  |
 HN0989|                                                           dddmmss.s |
 HN0989| HN0986 ET U 141                            APPROX. 4.4 KM 1173434.7 |
 HN0989|---------------------------------------------------------------------|
 HN0989
 HN0989                          SUPERSEDED SURVEY CONTROL
 HN0989
 HN0989  NAD 83(1986)-  37 32 03.10025(N)    110 40 05.00383(W) AD(       ) 3
 HN0989  NAD 27      -  37 32 03.13368(N)    110 40 02.48506(W) AD(       ) 3
 HN0989  NGVD 29 (07/19/86) 1234.5    (m)         4050.     (f) VERT ANG       
 HN0989
 HN0989.Superseded values are not recommended for survey control.
 HN0989
 HN0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0989.See file dsdata.pdf to determine how the superseded data were derived.
 HN0989
 HN0989_MARKER: DD = SURVEY DISK
 HN0989_SETTING: 66 = SET IN ROCK OUTCROP
 HN0989_STAMPING: ET U 142 1959
 HN0989_MARK LOGO: USGS
 HN0989_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0989+STABILITY: POSITION/ELEVATION WELL
 HN0989
 HN0989  HISTORY     - Date     Condition        Report By
 HN0989  HISTORY     - 1959     MONUMENTED       USGS
 HN0989
 HN0989                          STATION DESCRIPTION
 HN0989
 HN0989'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0989'LOCATED ABOUT 2.2 MI. N. OF MOQUI BAR, 0.8 MI. W. OF THE JUNCTIONS
 HN0989'OF HANSEN CREEK AND THE COLORADO RIVER AND 0.6 MI. W. OF THE COLORADO
 HN0989'RIVER, AT THE SW. AND HIGHEST POINT OF A SMALL BUTTE.
 HN0989'
 HN0989'STATION REACHED BY HELICOPTER.
 HN0989'
 HN0989'STATION MARK--STANDARD TABLET, STAMPED ---ET U 142 1959---, SET IN
 HN0989'SOLID CONGLOMERATE ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0985 ***********************************************************************
 HN0985  DESIGNATION -  ET U 143
 HN0985  PID         -  HN0985
 HN0985  STATE/COUNTY-  UT/SAN JUAN
 HN0985  COUNTRY     -  US
 HN0985  USGS QUAD   -  KNOWLES CANYON (2017)
 HN0985
 HN0985                         *CURRENT SURVEY CONTROL
 HN0985  ______________________________________________________________________
 HN0985* NAD 83(1994) POSITION- 37 32 32.04205(N) 110 36 18.46679(W)   ADJUSTED
 HN0985* NAVD 88 ORTHO HEIGHT -  1325.9   (meters)     4350.    (feet) VERTCON3
 HN0985  ______________________________________________________________________
 HN0985  GEOID HEIGHT    -        -22.157 (meters)                     GEOID18
 HN0985  LAPLACE CORR    -          4.22  (seconds)                    DEFLEC18
 HN0985  HORZ ORDER      -  THIRD
 HN0985
 HN0985.The horizontal coordinates were established by classical geodetic methods
 HN0985.and adjusted by the National Geodetic Survey in November 1997.
 HN0985
 HN0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0985
 HN0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0985.GEOID18 height accuracy estimate available here.
 HN0985
 HN0985.Click photographs - Photos may exist for this station.
 HN0985
 HN0985.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0985
 HN0985. The following values were computed from the NAD 83(1994) position.
 HN0985
 HN0985;                    North         East     Units Scale Factor Converg.
 HN0985;SPC UT S     - 3,097,551.466   579,080.360   MT  0.99996016   +0 32 53.8
 HN0985;SPC UT S     -10,162,550.10  1,899,866.15   sFT  0.99996016   +0 32 53.8
 HN0985;UTM  12      - 4,155,100.145   534,883.023   MT  0.99961499   +0 14 26.2
 HN0985
 HN0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0985!SPC UT S     -   0.99979545  x   0.99996016  =   0.99975562
 HN0985!UTM  12      -   0.99979545  x   0.99961499  =   0.99941052
 HN0985
 HN0985:                Primary Azimuth Mark                     Grid Az
 HN0985:SPC UT S     -  ET U 146                                 098 39 01.8
 HN0985:UTM  12      -  ET U 146                                 098 57 29.4
 HN0985
 HN0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG3488355100(NAD 83)
 HN0985
 HN0985|---------------------------------------------------------------------|
 HN0985| PID    Reference Object                     Distance      Geod. Az  |
 HN0985|                                                           dddmmss.s |
 HN0985| HN0983 ET U 146                            APPROX. 2.8 KM 0991155.6 |
 HN0985|---------------------------------------------------------------------|
 HN0985
 HN0985                          SUPERSEDED SURVEY CONTROL
 HN0985
 HN0985  NAD 83(1986)-  37 32 32.03697(N)    110 36 18.46700(W) AD(       ) 3
 HN0985  NAD 27      -  37 32 32.06778(N)    110 36 15.95738(W) AD(       ) 3
 HN0985  NGVD 29 (07/19/86) 1324.9    (m)         4347.     (f) VERT ANG       
 HN0985
 HN0985.Superseded values are not recommended for survey control.
 HN0985
 HN0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0985.See file dsdata.pdf to determine how the superseded data were derived.
 HN0985
 HN0985_MARKER: DD = SURVEY DISK
 HN0985_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HN0985_STAMPING: ET U 143 1959
 HN0985_MARK LOGO: USGS
 HN0985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0985
 HN0985  HISTORY     - Date     Condition        Report By
 HN0985  HISTORY     - 1959     MONUMENTED       USGS
 HN0985
 HN0985                          STATION DESCRIPTION
 HN0985
 HN0985'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0985'LOCATED ABOUT 2.1 MI. NE. OF THE JUNCTION OF HANSEN CREEK WITH THE
 HN0985'COLORADO RIVER AND 1.0 MI. SE. OF THE JUNCTION OF SMITH FORK WITH THE
 HN0985'COLORADO RIVER, ON THE HIGHEST SANDSTONE KNOLL.
 HN0985'
 HN0985'STATION REACHED BY HELICOPTER.
 HN0985'
 HN0985'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 143 1959---,
 HN0985'CEMENTED IN DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0988 ***********************************************************************
 HN0988  DESIGNATION -  ET U 144
 HN0988  PID         -  HN0988
 HN0988  STATE/COUNTY-  UT/GARFIELD
 HN0988  COUNTRY     -  US
 HN0988  USGS QUAD   -  BULLFROG (2017)
 HN0988
 HN0988                         *CURRENT SURVEY CONTROL
 HN0988  ______________________________________________________________________
 HN0988* NAD 83(1994) POSITION- 37 35 22.74646(N) 110 38 36.31460(W)   ADJUSTED
 HN0988* NAVD 88 ORTHO HEIGHT -  1295.8   (meters)     4251.    (feet) VERTCON3
 HN0988  ______________________________________________________________________
 HN0988  GEOID HEIGHT    -        -22.057 (meters)                     GEOID18
 HN0988  LAPLACE CORR    -          0.96  (seconds)                    DEFLEC18
 HN0988  HORZ ORDER      -  THIRD
 HN0988
 HN0988.The horizontal coordinates were established by classical geodetic methods
 HN0988.and adjusted by the National Geodetic Survey in November 1997.
 HN0988
 HN0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0988
 HN0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0988.GEOID18 height accuracy estimate available here.
 HN0988
 HN0988.Click photographs - Photos may exist for this station.
 HN0988
 HN0988.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0988
 HN0988. The following values were computed from the NAD 83(1994) position.
 HN0988
 HN0988;                    North         East     Units Scale Factor Converg.
 HN0988;SPC UT S     - 3,102,782.169   575,648.444   MT  0.99995702   +0 31 29.3
 HN0988;SPC UT S     -10,179,711.17  1,888,606.60   sFT  0.99995702   +0 31 29.3
 HN0988;UTM  12      - 4,160,347.380   531,480.400   MT  0.99961221   +0 13 03.1
 HN0988
 HN0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0988!SPC UT S     -   0.99980016  x   0.99995702  =   0.99975719
 HN0988!UTM  12      -   0.99980016  x   0.99961221  =   0.99941245
 HN0988
 HN0988:                Primary Azimuth Mark                     Grid Az
 HN0988:SPC UT S     -  MANCUS=ET U 147                          068 23 09.2
 HN0988:UTM  12      -  MANCUS=ET U 147                          068 41 35.4
 HN0988
 HN0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG3148060347(NAD 83)
 HN0988
 HN0988|---------------------------------------------------------------------|
 HN0988| PID    Reference Object                     Distance      Geod. Az  |
 HN0988|                                                           dddmmss.s |
 HN0988| HN0980 MANCUS=ET U 147                     APPROX. 3.5 KM 0685438.5 |
 HN0988|---------------------------------------------------------------------|
 HN0988
 HN0988                          SUPERSEDED SURVEY CONTROL
 HN0988
 HN0988  NAD 83(1986)-  37 35 22.74135(N)    110 38 36.31479(W) AD(       ) 3
 HN0988  NAD 27      -  37 35 22.77748(N)    110 38 33.79361(W) AD(       ) 3
 HN0988  NGVD 29 (07/19/86) 1294.8    (m)         4248.     (f) VERT ANG       
 HN0988
 HN0988.Superseded values are not recommended for survey control.
 HN0988
 HN0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0988.See file dsdata.pdf to determine how the superseded data were derived.
 HN0988
 HN0988_MARKER: DD = SURVEY DISK
 HN0988_SETTING: 66 = SET IN ROCK OUTCROP
 HN0988_STAMPING: ET U 144 1959
 HN0988_MARK LOGO: USGS
 HN0988_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0988+STABILITY: POSITION/ELEVATION WELL
 HN0988
 HN0988  HISTORY     - Date     Condition        Report By
 HN0988  HISTORY     - 1959     MONUMENTED       USGS
 HN0988
 HN0988                          STATION DESCRIPTION
 HN0988
 HN0988'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0988'LOCATED ABOUT 2.0 MI. N. OF ITS CONFLUENCE WITH THE COLORADO RIVER,
 HN0988'0.4 MI. W. OF SMITH FORK ON HIGHEST POINT OF A SMALL TOP.
 HN0988'
 HN0988'STATION REACHED BY HELICOPTER.
 HN0988'
 HN0988'STATION MARK--STANDARD TABLET, STAMPED ---ET U 144 1959---, CEMENTED
 HN0988'IN DRILL HOLE IN ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0984 ***********************************************************************
 HN0984  DESIGNATION -  ET U 145
 HN0984  PID         -  HN0984
 HN0984  STATE/COUNTY-  UT/SAN JUAN
 HN0984  COUNTRY     -  US
 HN0984  USGS QUAD   -  KNOWLES CANYON (2017)
 HN0984
 HN0984                         *CURRENT SURVEY CONTROL
 HN0984  ______________________________________________________________________
 HN0984* NAD 83(1994) POSITION- 37 34 04.33237(N) 110 35 24.31963(W)   ADJUSTED
 HN0984* NAVD 88 ORTHO HEIGHT -  1358.8   (meters)     4458.    (feet) VERTCON3
 HN0984  ______________________________________________________________________
 HN0984  GEOID HEIGHT    -        -22.068 (meters)                     GEOID18
 HN0984  LAPLACE CORR    -          4.98  (seconds)                    DEFLEC18
 HN0984  HORZ ORDER      -  THIRD
 HN0984
 HN0984.The horizontal coordinates were established by classical geodetic methods
 HN0984.and adjusted by the National Geodetic Survey in November 1997.
 HN0984
 HN0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0984
 HN0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0984.GEOID18 height accuracy estimate available here.
 HN0984
 HN0984.Click photographs - Photos may exist for this station.
 HN0984
 HN0984.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0984
 HN0984. The following values were computed from the NAD 83(1994) position.
 HN0984
 HN0984;                    North         East     Units Scale Factor Converg.
 HN0984;SPC UT S     - 3,100,409.354   580,381.809   MT  0.99995838   +0 33 27.0
 HN0984;SPC UT S     -10,171,926.36  1,904,135.99   sFT  0.99995838   +0 33 27.0
 HN0984;UTM  12      - 4,157,950.025   536,199.343   MT  0.99961614   +0 14 59.7
 HN0984
 HN0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0984!SPC UT S     -   0.99979028  x   0.99995838  =   0.99974867
 HN0984!UTM  12      -   0.99979028  x   0.99961614  =   0.99940650
 HN0984
 HN0984:                Primary Azimuth Mark                     Grid Az
 HN0984:SPC UT S     -  ET U 143                                 204 29 02.1
 HN0984:UTM  12      -  ET U 143                                 204 47 29.4
 HN0984
 HN0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG3619957950(NAD 83)
 HN0984
 HN0984|---------------------------------------------------------------------|
 HN0984| PID    Reference Object                     Distance      Geod. Az  |
 HN0984|                                                           dddmmss.s |
 HN0984| HN0985 ET U 143                            APPROX. 3.1 KM 2050229.1 |
 HN0984|---------------------------------------------------------------------|
 HN0984
 HN0984                          SUPERSEDED SURVEY CONTROL
 HN0984
 HN0984  NAD 83(1986)-  37 34 04.32731(N)    110 35 24.31984(W) AD(       ) 3
 HN0984  NAD 27      -  37 34 04.35884(N)    110 35 21.81098(W) AD(       ) 3
 HN0984  NGVD 29 (07/19/86) 1357.8    (m)         4455.     (f) VERT ANG       
 HN0984
 HN0984.Superseded values are not recommended for survey control.
 HN0984
 HN0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0984.See file dsdata.pdf to determine how the superseded data were derived.
 HN0984
 HN0984_MARKER: DD = SURVEY DISK
 HN0984_SETTING: 66 = SET IN ROCK OUTCROP
 HN0984_STAMPING: ET U 145 1959
 HN0984_MARK LOGO: USGS
 HN0984_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0984+STABILITY: POSITION/ELEVATION WELL
 HN0984
 HN0984  HISTORY     - Date     Condition        Report By
 HN0984  HISTORY     - 1959     MONUMENTED       USGS
 HN0984
 HN0984                          STATION DESCRIPTION
 HN0984
 HN0984'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0984'LOCATED ABOUT 2.8 MI. SE. BY S. OF THE MOUTH OF WARM SPRING CREEK,
 HN0984'2.5 MI. NE. OF THE MOUTH OF KNOWLES CANYON ON THE COLORADO RIVER
 HN0984'AND 0.8 MI. E. OF THE COLORADO RIVER ON A ROCKY POINT.
 HN0984'
 HN0984'STATION REACHED BY HELICOPTER.
 HN0984'
 HN0984'STATION MARK--STANDARD TABLET, STAMPED ---ET U 145 1959---, CEMENTED
 HN0984'IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0983 ***********************************************************************
 HN0983  DESIGNATION -  ET U 146
 HN0983  PID         -  HN0983
 HN0983  STATE/COUNTY-  UT/SAN JUAN
 HN0983  COUNTRY     -  US
 HN0983  USGS QUAD   -  KNOWLES CANYON (2017)
 HN0983
 HN0983                         *CURRENT SURVEY CONTROL
 HN0983  ______________________________________________________________________
 HN0983* NAD 83(1994) POSITION- 37 32 17.63586(N) 110 34 26.86663(W)   ADJUSTED
 HN0983* NAVD 88 ORTHO HEIGHT -  1397.8   (meters)     4586.    (feet) VERTCON3
 HN0983  ______________________________________________________________________
 HN0983  GEOID HEIGHT    -        -22.104 (meters)                     GEOID18
 HN0983  LAPLACE CORR    -          3.59  (seconds)                    DEFLEC18
 HN0983  HORZ ORDER      -  THIRD
 HN0983
 HN0983.The horizontal coordinates were established by classical geodetic methods
 HN0983.and adjusted by the National Geodetic Survey in November 1997.
 HN0983
 HN0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0983
 HN0983.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0983.GEOID18 height accuracy estimate available here.
 HN0983
 HN0983.Click photographs - Photos may exist for this station.
 HN0983
 HN0983.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0983
 HN0983. The following values were computed from the NAD 83(1994) position.
 HN0983
 HN0983;                    North         East     Units Scale Factor Converg.
 HN0983;SPC UT S     - 3,097,134.032   581,824.166   MT  0.99996045   +0 34 02.2
 HN0983;SPC UT S     -10,161,180.57  1,908,868.12   sFT  0.99996045   +0 34 02.2
 HN0983;UTM  12      - 4,154,668.130   537,623.604   MT  0.99961744   +0 15 34.1
 HN0983
 HN0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0983!SPC UT S     -   0.99978417  x   0.99996045  =   0.99974462
 HN0983!UTM  12      -   0.99978417  x   0.99961744  =   0.99940169
 HN0983
 HN0983:                Primary Azimuth Mark                     Grid Az
 HN0983:SPC UT S     -  ET U 143                                 278 39 01.4
 HN0983:UTM  12      -  ET U 143                                 278 57 29.5
 HN0983
 HN0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG3762354668(NAD 83)
 HN0983
 HN0983|---------------------------------------------------------------------|
 HN0983| PID    Reference Object                     Distance      Geod. Az  |
 HN0983|                                                           dddmmss.s |
 HN0983| HN0985 ET U 143                            APPROX. 2.8 KM 2791303.6 |
 HN0983|---------------------------------------------------------------------|
 HN0983
 HN0983                          SUPERSEDED SURVEY CONTROL
 HN0983
 HN0983  NAD 83(1986)-  37 32 17.63080(N)    110 34 26.86684(W) AD(       ) 3
 HN0983  NAD 27      -  37 32 17.66034(N)    110 34 24.36096(W) AD(       ) 3
 HN0983  NGVD 29 (07/19/86) 1396.8    (m)         4583.     (f) VERT ANG       
 HN0983
 HN0983.Superseded values are not recommended for survey control.
 HN0983
 HN0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0983.See file dsdata.pdf to determine how the superseded data were derived.
 HN0983
 HN0983_MARKER: DD = SURVEY DISK
 HN0983_SETTING: 66 = SET IN ROCK OUTCROP
 HN0983_STAMPING: ET U 146 1959
 HN0983_MARK LOGO: USGS
 HN0983_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0983+STABILITY: POSITION/ELEVATION WELL
 HN0983
 HN0983  HISTORY     - Date     Condition        Report By
 HN0983  HISTORY     - 1959     MONUMENTED       USGS
 HN0983
 HN0983                          STATION DESCRIPTION
 HN0983
 HN0983'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0983'LOCATED ABOUT 4.2 MI. E. OF THE JUNCTION OF HANSEN CREEK AND THE
 HN0983'COLORADO RIVER, AND 3.0 MI. S-SE. OF KNOWLES CANYON, ON HIGHEST
 HN0983'PART OF A SMALL DARK ROCK-CAPPED MESA.
 HN0983'
 HN0983'STATION REACHED BY HELICOPTER.
 HN0983'
 HN0983'STATION MARK--STANDARD TABLET, STAMPED ---ET U 146 1959---, CEMENTED
 HN0983'IN DRILL HOLE IN SOLID ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0982 ***********************************************************************
 HN0982  DESIGNATION -  ET U 148
 HN0982  PID         -  HN0982
 HN0982  STATE/COUNTY-  UT/SAN JUAN
 HN0982  COUNTRY     -  US
 HN0982  USGS QUAD   -  KNOWLES CANYON (2017)
 HN0982
 HN0982                         *CURRENT SURVEY CONTROL
 HN0982  ______________________________________________________________________
 HN0982* NAD 83(1994) POSITION- 37 36 28.69711(N) 110 33 53.66282(W)   ADJUSTED
 HN0982* NAVD 88 ORTHO HEIGHT -  1331.2   (meters)     4367.    (feet) VERTCON3
 HN0982  ______________________________________________________________________
 HN0982  GEOID HEIGHT    -        -21.914 (meters)                     GEOID18
 HN0982  LAPLACE CORR    -          3.41  (seconds)                    DEFLEC18
 HN0982  HORZ ORDER      -  THIRD
 HN0982
 HN0982.The horizontal coordinates were established by classical geodetic methods
 HN0982.and adjusted by the National Geodetic Survey in November 1997.
 HN0982
 HN0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0982
 HN0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0982.GEOID18 height accuracy estimate available here.
 HN0982
 HN0982.Click photographs - Photos may exist for this station.
 HN0982
 HN0982.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0982
 HN0982. The following values were computed from the NAD 83(1994) position.
 HN0982
 HN0982;                    North         East     Units Scale Factor Converg.
 HN0982;SPC UT S     - 3,104,881.678   582,561.857   MT  0.99995600   +0 34 22.5
 HN0982;SPC UT S     -10,186,599.31  1,911,288.36   sFT  0.99995600   +0 34 22.5
 HN0982;UTM  12      - 4,162,409.069   538,402.612   MT  0.99961816   +0 15 55.9
 HN0982
 HN0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0982!SPC UT S     -   0.99979459  x   0.99995600  =   0.99975060
 HN0982!UTM  12      -   0.99979459  x   0.99961816  =   0.99941283
 HN0982
 HN0982:                Primary Azimuth Mark                     Grid Az
 HN0982:SPC UT S     -  ET U 149                                 014 23 51.2
 HN0982:UTM  12      -  ET U 149                                 014 42 17.8
 HN0982
 HN0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG3840262409(NAD 83)
 HN0982
 HN0982|---------------------------------------------------------------------|
 HN0982| PID    Reference Object                     Distance      Geod. Az  |
 HN0982|                                                           dddmmss.s |
 HN0982| HN0978 ET U 149                            APPROX. 2.4 KM 0145813.7 |
 HN0982|---------------------------------------------------------------------|
 HN0982
 HN0982                          SUPERSEDED SURVEY CONTROL
 HN0982
 HN0982  NAD 83(1986)-  37 36 28.69189(N)    110 33 53.66298(W) AD(       ) 3
 HN0982  NAD 27      -  37 36 28.72360(N)    110 33 51.15371(W) AD(       ) 3
 HN0982  NGVD 29 (07/19/86) 1330.2    (m)         4364.     (f) VERT ANG       
 HN0982
 HN0982.Superseded values are not recommended for survey control.
 HN0982
 HN0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0982.See file dsdata.pdf to determine how the superseded data were derived.
 HN0982
 HN0982_MARKER: DD = SURVEY DISK
 HN0982_SETTING: 66 = SET IN ROCK OUTCROP
 HN0982_STAMPING: ET U 148 1959
 HN0982_MARK LOGO: USGS
 HN0982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0982+STABILITY: POSITION/ELEVATION WELL
 HN0982
 HN0982  HISTORY     - Date     Condition        Report By
 HN0982  HISTORY     - 1959     MONUMENTED       USGS
 HN0982
 HN0982                          STATION DESCRIPTION
 HN0982
 HN0982'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0982'LOCATED ABOUT 5.0 MI. NE. OF THE JUNCTION OF SMITH FORK WITH THE
 HN0982'COLORADO RIVER AND 0.5 MI. S. OF THE COLORADO RIVER, ON THE HIGHEST
 HN0982'POINT BETWEEN THE COLORADO RIVER AND CEDAR CANYON.
 HN0982'
 HN0982'STATION REACHED BY HELICOPTER.
 HN0982'
 HN0982'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 148 1959---,
 HN0982'CEMENTED IN DRILL HOLE IN SANDSTONE TOP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0978 ***********************************************************************
 HN0978  DESIGNATION -  ET U 149
 HN0978  PID         -  HN0978
 HN0978  STATE/COUNTY-  UT/SAN JUAN
 HN0978  COUNTRY     -  US
 HN0978  USGS QUAD   -  TICABOO MESA (2017)
 HN0978
 HN0978                         *CURRENT SURVEY CONTROL
 HN0978  ______________________________________________________________________
 HN0978* NAD 83(1994) POSITION- 37 37 44.34364(N) 110 33 28.22953(W)   ADJUSTED
 HN0978* NAVD 88 ORTHO HEIGHT -  1303.2   (meters)     4276.    (feet) VERTCON3
 HN0978  ______________________________________________________________________
 HN0978  GEOID HEIGHT    -        -21.840 (meters)                     GEOID18
 HN0978  LAPLACE CORR    -          3.71  (seconds)                    DEFLEC18
 HN0978  HORZ ORDER      -  THIRD
 HN0978
 HN0978.The horizontal coordinates were established by classical geodetic methods
 HN0978.and adjusted by the National Geodetic Survey in November 1997.
 HN0978
 HN0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0978
 HN0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0978.GEOID18 height accuracy estimate available here.
 HN0978
 HN0978.Click photographs - Photos may exist for this station.
 HN0978
 HN0978.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0978
 HN0978. The following values were computed from the NAD 83(1994) position.
 HN0978
 HN0978;                    North         East     Units Scale Factor Converg.
 HN0978;SPC UT S     - 3,107,219.926   583,162.111   MT  0.99995494   +0 34 38.1
 HN0978;SPC UT S     -10,194,270.71  1,913,257.69   sFT  0.99995494   +0 34 38.1
 HN0978;UTM  12      - 4,164,743.276   539,015.193   MT  0.99961875   +0 16 11.9
 HN0978
 HN0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0978!SPC UT S     -   0.99979897  x   0.99995494  =   0.99975392
 HN0978!UTM  12      -   0.99979897  x   0.99961875  =   0.99941780
 HN0978
 HN0978:                Primary Azimuth Mark                     Grid Az
 HN0978:SPC UT S     -  ET U 148                                 194 23 51.2
 HN0978:UTM  12      -  ET U 148                                 194 42 17.4
 HN0978
 HN0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG3901564743(NAD 83)
 HN0978
 HN0978|---------------------------------------------------------------------|
 HN0978| PID    Reference Object                     Distance      Geod. Az  |
 HN0978|                                                           dddmmss.s |
 HN0978| HN0982 ET U 148                            APPROX. 2.4 KM 1945829.3 |
 HN0978|---------------------------------------------------------------------|
 HN0978
 HN0978                          SUPERSEDED SURVEY CONTROL
 HN0978
 HN0978  NAD 83(1986)-  37 37 44.33837(N)    110 33 28.22961(W) AD(       ) 3
 HN0978  NAD 27      -  37 37 44.37116(N)    110 33 25.71943(W) AD(       ) 3
 HN0978  NGVD 29 (07/19/86) 1302.2    (m)         4272.     (f) VERT ANG       
 HN0978
 HN0978.Superseded values are not recommended for survey control.
 HN0978
 HN0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0978.See file dsdata.pdf to determine how the superseded data were derived.
 HN0978
 HN0978_MARKER: DD = SURVEY DISK
 HN0978_SETTING: 66 = SET IN ROCK OUTCROP
 HN0978_STAMPING: ET U 149 1959
 HN0978_MARK LOGO: USGS
 HN0978_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0978+STABILITY: POSITION/ELEVATION WELL
 HN0978
 HN0978  HISTORY     - Date     Condition        Report By
 HN0978  HISTORY     - 1959     MONUMENTED       USGS
 HN0978
 HN0978                          STATION DESCRIPTION
 HN0978
 HN0978'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0978'LOCATED ABOUT 14.5 MI. SW. OF HITE, 0.5 MI. E. OF THE MOUTH OF
 HN0978'SEVENMILE CREEK, ON A LOW FLAT, ON THE E. SIDE OF THE COLORADO
 HN0978'RIVER.
 HN0978'
 HN0978'STATION REACHED BY HELICOPTER.
 HN0978'
 HN0978'STATION MARK--STANDARD TABLET, STAMPED ---ET U 149 1959---, CEMENTED
 HN0978'IN ROCKY OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0754 ***********************************************************************
 HN0754  DESIGNATION -  ET U 15
 HN0754  PID         -  HN0754
 HN0754  STATE/COUNTY-  UT/KANE
 HN0754  COUNTRY     -  US
 HN0754  USGS QUAD   -  GUNSIGHT BUTTE (2017)
 HN0754
 HN0754                         *CURRENT SURVEY CONTROL
 HN0754  ______________________________________________________________________
 HN0754* NAD 83(1994) POSITION- 37 04 36.50265(N) 111 15 57.85646(W)   ADJUSTED
 HN0754* NAVD 88 ORTHO HEIGHT -  1373.0   (meters)     4505.    (feet) VERTCON3
 HN0754  ______________________________________________________________________
 HN0754  GEOID HEIGHT    -        -23.303 (meters)                     GEOID18
 HN0754  LAPLACE CORR    -          1.30  (seconds)                    DEFLEC18
 HN0754  HORZ ORDER      -  THIRD
 HN0754
 HN0754.The horizontal coordinates were established by classical geodetic methods
 HN0754.and adjusted by the National Geodetic Survey in November 1997.
 HN0754
 HN0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0754
 HN0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0754.GEOID18 height accuracy estimate available here.
 HN0754
 HN0754.Click photographs - Photos may exist for this station.
 HN0754
 HN0754.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0754
 HN0754. The following values were computed from the NAD 83(1994) position.
 HN0754
 HN0754;                    North         East     Units Scale Factor Converg.
 HN0754;SPC UT S     - 3,045,544.963   520,801.966   MT  1.00002692   +0 08 36.0
 HN0754;SPC UT S     - 9,991,925.43  1,708,664.45   sFT  1.00002692   +0 08 36.0
 HN0754;UTM  12      - 4,103,425.904   476,349.838   MT  0.99960689   -0 09 37.5
 HN0754
 HN0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0754!SPC UT S     -   0.99978824  x   1.00002692  =   0.99981515
 HN0754!UTM  12      -   0.99978824  x   0.99960689  =   0.99939521
 HN0754
 HN0754:                Primary Azimuth Mark                     Grid Az
 HN0754:SPC UT S     -  GRAND                                    046 30 20.1
 HN0754:UTM  12      -  GRAND                                    046 48 33.6
 HN0754
 HN0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG7634903425(NAD 83)
 HN0754
 HN0754|---------------------------------------------------------------------|
 HN0754| PID    Reference Object                     Distance      Geod. Az  |
 HN0754|                                                           dddmmss.s |
 HN0754| HN0722 GRAND                               APPROX. 5.5 KM 0463856.1 |
 HN0754|---------------------------------------------------------------------|
 HN0754
 HN0754                          SUPERSEDED SURVEY CONTROL
 HN0754
 HN0754  NAD 83(1992)-  37 04 36.50150(N)    111 15 57.85699(W) AD(       ) 3
 HN0754  NAD 83(1986)-  37 04 36.49705(N)    111 15 57.85774(W) AD(       ) 3
 HN0754  NAD 27      -  37 04 36.53322(N)    111 15 55.30705(W) AD(       ) 3
 HN0754  NGVD 29 (07/19/86) 1372.0    (m)         4501.     (f) VERT ANG       
 HN0754
 HN0754.Superseded values are not recommended for survey control.
 HN0754
 HN0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0754.See file dsdata.pdf to determine how the superseded data were derived.
 HN0754
 HN0754_MARKER: DD = SURVEY DISK
 HN0754_SETTING: 66 = SET IN ROCK OUTCROP
 HN0754_STAMPING: ET U 15 1959
 HN0754_MARK LOGO: USGS
 HN0754_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0754+STABILITY: POSITION/ELEVATION WELL
 HN0754
 HN0754  HISTORY     - Date     Condition        Report By
 HN0754  HISTORY     - 1959     MONUMENTED       USGS
 HN0754
 HN0754                          STATION DESCRIPTION
 HN0754
 HN0754'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0754'LOCATED ABOUT 16 MI. NE. OF GLEN CANYON DAM, 2 MI. NE. BY E. OF
 HN0754'THE ---CROSSING OF THE FATHERS--- ON THE COLORADO RIVER, 1.8 MI.
 HN0754'DUE N. OF THE COLORADO, AT THE SOUTHERN TIP OF A HIGH MESA IN
 HN0754'SEC. 16, T 42 S, R 9 E.
 HN0754'
 HN0754'STATION REACHED BY HELICOPTER.
 HN0754'
 HN0754'STATION MARK--STANDARD TABLET, STAMPED ---ET U 15 1959---, CEMENTED
 HN0754'IN FLAT ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0979 ***********************************************************************
 HN0979  DESIGNATION -  ET U 150
 HN0979  PID         -  HN0979
 HN0979  STATE/COUNTY-  UT/GARFIELD
 HN0979  COUNTRY     -  US
 HN0979  USGS QUAD   -  TICABOO MESA (2017)
 HN0979
 HN0979                         *CURRENT SURVEY CONTROL
 HN0979  ______________________________________________________________________
 HN0979* NAD 83(1994) POSITION- 37 38 07.08486(N) 110 35 49.66739(W)   ADJUSTED
 HN0979* NAVD 88 ORTHO HEIGHT -  1386.6   (meters)     4549.    (feet) VERTCON3
 HN0979  ______________________________________________________________________
 HN0979  GEOID HEIGHT    -        -21.839 (meters)                     GEOID18
 HN0979  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 HN0979  HORZ ORDER      -  THIRD
 HN0979
 HN0979.The horizontal coordinates were established by classical geodetic methods
 HN0979.and adjusted by the National Geodetic Survey in November 1997.
 HN0979
 HN0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0979
 HN0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0979.GEOID18 height accuracy estimate available here.
 HN0979
 HN0979.Click photographs - Photos may exist for this station.
 HN0979
 HN0979.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0979
 HN0979. The following values were computed from the NAD 83(1994) position.
 HN0979
 HN0979;                    North         East     Units Scale Factor Converg.
 HN0979;SPC UT S     - 3,107,886.773   579,687.567   MT  0.99995465   +0 33 11.4
 HN0979;SPC UT S     -10,196,458.52  1,901,858.29   sFT  0.99995465   +0 33 11.4
 HN0979;UTM  12      - 4,165,428.513   535,545.447   MT  0.99961556   +0 14 45.6
 HN0979
 HN0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0979!SPC UT S     -   0.99978589  x   0.99995465  =   0.99974055
 HN0979!UTM  12      -   0.99978589  x   0.99961556  =   0.99940153
 HN0979
 HN0979:                Primary Azimuth Mark                     Grid Az
 HN0979:SPC UT S     -  MANCUS=ET U 147                          191 34 39.3
 HN0979:UTM  12      -  MANCUS=ET U 147                          191 53 05.1
 HN0979
 HN0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG3554565428(NAD 83)
 HN0979
 HN0979|---------------------------------------------------------------------|
 HN0979| PID    Reference Object                     Distance      Geod. Az  |
 HN0979|                                                           dddmmss.s |
 HN0979| HN0980 MANCUS=ET U 147                     APPROX. 3.9 KM 1920750.7 |
 HN0979|---------------------------------------------------------------------|
 HN0979
 HN0979                          SUPERSEDED SURVEY CONTROL
 HN0979
 HN0979  NAD 83(1986)-  37 38 07.07974(N)    110 35 49.66748(W) AD(       ) 3
 HN0979  NAD 27      -  37 38 07.11550(N)    110 35 47.15408(W) AD(       ) 3
 HN0979  NGVD 29 (07/19/86) 1385.6    (m)         4546.     (f) VERT ANG       
 HN0979
 HN0979.Superseded values are not recommended for survey control.
 HN0979
 HN0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0979.See file dsdata.pdf to determine how the superseded data were derived.
 HN0979
 HN0979_MARKER: DD = SURVEY DISK
 HN0979_SETTING: 66 = SET IN ROCK OUTCROP
 HN0979_STAMPING: ET U 150 1959
 HN0979_MARK LOGO: USGS
 HN0979_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0979+STABILITY: POSITION/ELEVATION WELL
 HN0979
 HN0979  HISTORY     - Date     Condition        Report By
 HN0979  HISTORY     - 1959     MONUMENTED       USGS
 HN0979
 HN0979                          STATION DESCRIPTION
 HN0979
 HN0979'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0979'LOCATED ABOUT 2.0 MI. W. OF THE COLORADO RIVER, ON A POINT RUNNING
 HN0979'S. FROM TICABOO MESA BETWEEN SEVENMILE AND WARM SPRING CREEKS.
 HN0979'
 HN0979'STATION REACHED BY HELICOPTER.
 HN0979'
 HN0979'STATION MARK--STANDARD TABLET, STAMPED ---ET U 150 1959---, CEMENTED
 HN0979'IN ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0977 ***********************************************************************
 HN0977  DESIGNATION -  ET U 151
 HN0977  PID         -  HN0977
 HN0977  STATE/COUNTY-  UT/GARFIELD
 HN0977  COUNTRY     -  US
 HN0977  USGS QUAD   -  TICABOO MESA (2017)
 HN0977
 HN0977                         *CURRENT SURVEY CONTROL
 HN0977  ______________________________________________________________________
 HN0977* NAD 83(1994) POSITION- 37 38 59.24667(N) 110 32 40.43275(W)   ADJUSTED
 HN0977* NAVD 88 ORTHO HEIGHT -  1342.8   (meters)     4406.    (feet) VERTCON3
 HN0977  ______________________________________________________________________
 HN0977  GEOID HEIGHT    -        -21.745 (meters)                     GEOID18
 HN0977  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 HN0977  HORZ ORDER      -  THIRD
 HN0977
 HN0977.The horizontal coordinates were established by classical geodetic methods
 HN0977.and adjusted by the National Geodetic Survey in November 1997.
 HN0977
 HN0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0977
 HN0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0977.GEOID18 height accuracy estimate available here.
 HN0977
 HN0977.Click photographs - Photos may exist for this station.
 HN0977
 HN0977.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0977
 HN0977. The following values were computed from the NAD 83(1994) position.
 HN0977
 HN0977;                    North         East     Units Scale Factor Converg.
 HN0977;SPC UT S     - 3,109,540.886   584,310.397   MT  0.99995403   +0 35 07.4
 HN0977;SPC UT S     -10,201,885.39  1,917,025.03   sFT  0.99995403   +0 35 07.4
 HN0977;UTM  12      - 4,167,057.269   540,175.520   MT  0.99961988   +0 16 41.5
 HN0977
 HN0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0977!SPC UT S     -   0.99979274  x   0.99995403  =   0.99974678
 HN0977!UTM  12      -   0.99979274  x   0.99961988  =   0.99941270
 HN0977
 HN0977:                Primary Azimuth Mark                     Grid Az
 HN0977:SPC UT S     -  ET U 149                                 206 19 25.4
 HN0977:UTM  12      -  ET U 149                                 206 37 51.3
 HN0977
 HN0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG4017567057(NAD 83)
 HN0977
 HN0977|---------------------------------------------------------------------|
 HN0977| PID    Reference Object                     Distance      Geod. Az  |
 HN0977|                                                           dddmmss.s |
 HN0977| HN0978 ET U 149                            APPROX. 2.6 KM 2065432.8 |
 HN0977|---------------------------------------------------------------------|
 HN0977
 HN0977                          SUPERSEDED SURVEY CONTROL
 HN0977
 HN0977  NAD 83(1986)-  37 38 59.24140(N)    110 32 40.43279(W) AD(       ) 3
 HN0977  NAD 27      -  37 38 59.27521(N)    110 32 37.92231(W) AD(       ) 3
 HN0977  NGVD 29 (07/19/86) 1341.8    (m)         4402.     (f) VERT ANG       
 HN0977
 HN0977.Superseded values are not recommended for survey control.
 HN0977
 HN0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0977.See file dsdata.pdf to determine how the superseded data were derived.
 HN0977
 HN0977_MARKER: DD = SURVEY DISK
 HN0977_SETTING: 66 = SET IN ROCK OUTCROP
 HN0977_STAMPING: ET U 151 1959
 HN0977_MARK LOGO: USGS
 HN0977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0977+STABILITY: POSITION/ELEVATION WELL
 HN0977
 HN0977  HISTORY     - Date     Condition        Report By
 HN0977  HISTORY     - 1959     MONUMENTED       USGS
 HN0977
 HN0977                          STATION DESCRIPTION
 HN0977
 HN0977'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0977'LOCATED ABOUT 13.5 MI. SW. OF HITE, 0.8 MI. NW. OF THE COLORADO
 HN0977'RIVER, AND 2 MI. NE. OF THE MOUTH OF SEVENMILE CREEK, ON A SMALL,
 HN0977'TRIANGULAR FLAT FALLING AWAY IN RIMROCK TOWARDS THE RIVER AND
 HN0977'NEAR THE APEX OF THE FLAT AND ABOUT 10 FT. FROM THE EDGE OF THE
 HN0977'RIM.
 HN0977'
 HN0977'STATION REACHED BY HELICOPTER.
 HN0977'
 HN0977'STATION MARK--STANDARD TABLET, STAMPED ---ET U 151 1959---, CEMENTED
 HN0977'IN HARD ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0975 ***********************************************************************
 HN0975  DESIGNATION -  ET U 152
 HN0975  PID         -  HN0975
 HN0975  STATE/COUNTY-  UT/SAN JUAN
 HN0975  COUNTRY     -  US
 HN0975  USGS QUAD   -  TICABOO MESA (2017)
 HN0975
 HN0975                         *CURRENT SURVEY CONTROL
 HN0975  ______________________________________________________________________
 HN0975* NAD 83(1994) POSITION- 37 37 57.29410(N) 110 31 05.81720(W)   ADJUSTED
 HN0975* NAVD 88 ORTHO HEIGHT -  1406.7   (meters)     4615.    (feet) VERTCON3
 HN0975  ______________________________________________________________________
 HN0975  GEOID HEIGHT    -        -21.749 (meters)                     GEOID18
 HN0975  LAPLACE CORR    -          4.29  (seconds)                    DEFLEC18
 HN0975  HORZ ORDER      -  THIRD
 HN0975
 HN0975.The horizontal coordinates were established by classical geodetic methods
 HN0975.and adjusted by the National Geodetic Survey in November 1997.
 HN0975
 HN0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0975
 HN0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0975.GEOID18 height accuracy estimate available here.
 HN0975
 HN0975.Click photographs - Photos may exist for this station.
 HN0975
 HN0975.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0975
 HN0975. The following values were computed from the NAD 83(1994) position.
 HN0975
 HN0975;                    North         East     Units Scale Factor Converg.
 HN0975;SPC UT S     - 3,107,655.072   586,649.572   MT  0.99995478   +0 36 05.3
 HN0975;SPC UT S     -10,195,698.35  1,924,699.47   sFT  0.99995478   +0 36 05.3
 HN0975;UTM  12      - 4,165,159.571   542,503.772   MT  0.99962225   +0 17 38.9
 HN0975
 HN0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0975!SPC UT S     -   0.99978272  x   0.99995478  =   0.99973751
 HN0975!UTM  12      -   0.99978272  x   0.99962225  =   0.99940505
 HN0975
 HN0975:                Primary Azimuth Mark                     Grid Az
 HN0975:SPC UT S     -  ET U 151                                 308 52 31.1
 HN0975:UTM  12      -  ET U 151                                 309 10 57.5
 HN0975
 HN0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG4250365159(NAD 83)
 HN0975
 HN0975|---------------------------------------------------------------------|
 HN0975| PID    Reference Object                     Distance      Geod. Az  |
 HN0975|                                                           dddmmss.s |
 HN0975| HN0977 ET U 151                            APPROX. 3.0 KM 3092836.4 |
 HN0975|---------------------------------------------------------------------|
 HN0975
 HN0975                          SUPERSEDED SURVEY CONTROL
 HN0975
 HN0975  NAD 83(1986)-  37 37 57.28876(N)    110 31 05.81727(W) AD(       ) 3
 HN0975  NAD 27      -  37 37 57.32026(N)    110 31 03.30919(W) AD(       ) 3
 HN0975  NGVD 29 (07/19/86) 1405.7    (m)         4612.     (f) VERT ANG       
 HN0975
 HN0975.Superseded values are not recommended for survey control.
 HN0975
 HN0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0975.See file dsdata.pdf to determine how the superseded data were derived.
 HN0975
 HN0975_MARKER: DD = SURVEY DISK
 HN0975_SETTING: 66 = SET IN ROCK OUTCROP
 HN0975_STAMPING: ET U 152 1959
 HN0975_MARK LOGO: USGS
 HN0975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0975+STABILITY: POSITION/ELEVATION WELL
 HN0975
 HN0975  HISTORY     - Date     Condition        Report By
 HN0975  HISTORY     - 1959     MONUMENTED       USGS
 HN0975
 HN0975                          STATION DESCRIPTION
 HN0975
 HN0975'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0975'LOCATED ABOUT 12.6 MI. S. OF HITE, 1.7 MI. SW. OF GOOD HOPE BAR AND
 HN0975'0.8 MI. E. OF THE COLORADO RIVER, ON THE E. OF TWIN TOPS.
 HN0975'
 HN0975'STATION REACHED BY HELICOPTER.
 HN0975'
 HN0975'STATION MARK--STANDARD TABLET, STAMPED ---ET U 152 1959---, CEMENTED
 HN0975'IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0981 ***********************************************************************
 HN0981  DESIGNATION -  ET U 153
 HN0981  PID         -  HN0981
 HN0981  STATE/COUNTY-  UT/SAN JUAN
 HN0981  COUNTRY     -  US
 HN0981  USGS QUAD   -  KNOWLES CANYON (2017)
 HN0981
 HN0981                         *CURRENT SURVEY CONTROL
 HN0981  ______________________________________________________________________
 HN0981* NAD 83(1994) POSITION- 37 35 33.46392(N) 110 31 22.28667(W)   ADJUSTED
 HN0981* NAVD 88 ORTHO HEIGHT -  1456.9   (meters)     4780.    (feet) VERTCON3
 HN0981  ______________________________________________________________________
 HN0981  GEOID HEIGHT    -        -21.845 (meters)                     GEOID18
 HN0981  LAPLACE CORR    -          5.94  (seconds)                    DEFLEC18
 HN0981  HORZ ORDER      -  THIRD
 HN0981
 HN0981.The horizontal coordinates were established by classical geodetic methods
 HN0981.and adjusted by the National Geodetic Survey in November 1997.
 HN0981
 HN0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0981
 HN0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0981.GEOID18 height accuracy estimate available here.
 HN0981
 HN0981.Click photographs - Photos may exist for this station.
 HN0981
 HN0981.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0981
 HN0981. The following values were computed from the NAD 83(1994) position.
 HN0981
 HN0981;                    North         East     Units Scale Factor Converg.
 HN0981;SPC UT S     - 3,103,216.950   586,292.127   MT  0.99995685   +0 35 55.3
 HN0981;SPC UT S     -10,181,137.61  1,923,526.75   sFT  0.99995685   +0 35 55.3
 HN0981;UTM  12      - 4,160,724.912   542,122.642   MT  0.99962185   +0 17 27.9
 HN0981
 HN0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0981!SPC UT S     -   0.99977486  x   0.99995685  =   0.99973172
 HN0981!UTM  12      -   0.99977486  x   0.99962185  =   0.99939679
 HN0981
 HN0981:                Primary Azimuth Mark                     Grid Az
 HN0981:SPC UT S     -  9 53 B=ET U 160                          041 24 24.3
 HN0981:UTM  12      -  9 53 B=ET U 160                          041 42 51.7
 HN0981
 HN0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG4212260724(NAD 83)
 HN0981
 HN0981|---------------------------------------------------------------------|
 HN0981| PID    Reference Object                     Distance      Geod. Az  |
 HN0981|                                                           dddmmss.s |
 HN0981| HN0838 9 53 B=ET U 160                     APPROX. 6.9 KM 0420019.6 |
 HN0981|---------------------------------------------------------------------|
 HN0981
 HN0981                          SUPERSEDED SURVEY CONTROL
 HN0981
 HN0981  NAD 83(1986)-  37 35 33.45863(N)    110 31 22.28671(W) AD(       ) 3
 HN0981  NAD 27      -  37 35 33.48817(N)    110 31 19.77979(W) AD(       ) 3
 HN0981  NGVD 29 (07/19/86) 1455.9    (m)         4777.     (f) VERT ANG       
 HN0981
 HN0981.Superseded values are not recommended for survey control.
 HN0981
 HN0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0981.See file dsdata.pdf to determine how the superseded data were derived.
 HN0981
 HN0981_MARKER: DD = SURVEY DISK
 HN0981_SETTING: 80 = SET IN A BOULDER
 HN0981_STAMPING: ET U 153 1959
 HN0981_MARK LOGO: USGS
 HN0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0981+STABILITY: SURFACE MOTION
 HN0981
 HN0981  HISTORY     - Date     Condition        Report By
 HN0981  HISTORY     - 1959     MONUMENTED       USGS
 HN0981
 HN0981                          STATION DESCRIPTION
 HN0981
 HN0981'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0981'LOCATED ABOUT 4.2 MI. E-SE. OF THE JUNCTION OF CEDAR CANYON AND THE
 HN0981'COLORADO RIVER, 3.2 MI. SE. OF THE JUNCTION OF SEVENMILE CREEK AND
 HN0981'THE COLORADO RIVER NEAR THE N. EDGE OF A NARROW, FLAT-TOPPED MESA.
 HN0981'
 HN0981'STATION REACHED BY HELICOPTER.
 HN0981'
 HN0981'STATION MARK--STANDARD TABLET, STAMPED ---ET U 153 1959---, CEMENTED
 HN0981'IN DRILL HOLE IN TOP OF BURIED SANDSTONE BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0990 ***********************************************************************
 HN0990  DESIGNATION -  ET U 154
 HN0990  PID         -  HN0990
 HN0990  STATE/COUNTY-  UT/GARFIELD
 HN0990  COUNTRY     -  US
 HN0990  USGS QUAD   -  BULLFROG (2017)
 HN0990
 HN0990                         *CURRENT SURVEY CONTROL
 HN0990  ______________________________________________________________________
 HN0990* NAD 83(1994) POSITION- 37 35 00.20892(N) 110 41 55.23192(W)   ADJUSTED
 HN0990* NAVD 88 ORTHO HEIGHT -  1223.5   (meters)     4014.    (feet) VERTCON3
 HN0990  ______________________________________________________________________
 HN0990  GEOID HEIGHT    -        -22.120 (meters)                     GEOID18
 HN0990  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 HN0990  HORZ ORDER      -  THIRD
 HN0990
 HN0990.The horizontal coordinates were established by classical geodetic methods
 HN0990.and adjusted by the National Geodetic Survey in November 1997.
 HN0990
 HN0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0990
 HN0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0990.GEOID18 height accuracy estimate available here.
 HN0990
 HN0990.Click photographs - Photos may exist for this station.
 HN0990
 HN0990.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0990
 HN0990. The following values were computed from the NAD 83(1994) position.
 HN0990
 HN0990;                    North         East     Units Scale Factor Converg.
 HN0990;SPC UT S     - 3,102,044.132   570,774.715   MT  0.99995740   +0 29 27.5
 HN0990;SPC UT S     -10,177,289.79  1,872,616.71   sFT  0.99995740   +0 29 27.5
 HN0990;UTM  12      - 4,159,635.734   526,604.476   MT  0.99960872   +0 11 01.6
 HN0990
 HN0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0990!SPC UT S     -   0.99981151  x   0.99995740  =   0.99976892
 HN0990!UTM  12      -   0.99981151  x   0.99960872  =   0.99942031
 HN0990
 HN0990:                Primary Azimuth Mark                     Grid Az
 HN0990:SPC UT S     -  HOSK=ET U 129                            198 25 37.7
 HN0990:UTM  12      -  HOSK=ET U 129                            198 44 03.6
 HN0990
 HN0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2660459635(NAD 83)
 HN0990
 HN0990|---------------------------------------------------------------------|
 HN0990| PID    Reference Object                     Distance      Geod. Az  |
 HN0990|                                                           dddmmss.s |
 HN0990| HN0987 HOSK=ET U 129                       APPROX. 3.1 KM 1985505.2 |
 HN0990|---------------------------------------------------------------------|
 HN0990
 HN0990                          SUPERSEDED SURVEY CONTROL
 HN0990
 HN0990  NAD 83(1986)-  37 35 00.20389(N)    110 41 55.23179(W) AD(       ) 3
 HN0990  NAD 27      -  37 35 00.23736(N)    110 41 52.72253(W) AD(       ) 3
 HN0990  NGVD 29 (07/19/86) 1222.5    (m)         4011.     (f) VERT ANG       
 HN0990
 HN0990.Superseded values are not recommended for survey control.
 HN0990
 HN0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0990.See file dsdata.pdf to determine how the superseded data were derived.
 HN0990
 HN0990_MARKER: DD = SURVEY DISK
 HN0990_SETTING: 66 = SET IN ROCK OUTCROP
 HN0990_STAMPING: ET U 154 1959
 HN0990_MARK LOGO: USGS
 HN0990_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0990+STABILITY: POSITION/ELEVATION WELL
 HN0990
 HN0990  HISTORY     - Date     Condition        Report By
 HN0990  HISTORY     - 1959     MONUMENTED       USGS
 HN0990
 HN0990                          STATION DESCRIPTION
 HN0990
 HN0990'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0990'LOCATED ABOUT 4.5 MI. NW. OF THE CONFLUENCE OF HANSEN CREEK WITH
 HN0990'THE COLORADO RIVER AND 0.2 MI. W. OF HANSEN CREEK AT A HORSESHOE
 HN0990'BEND AT THE E. EDGE OF A SANDY MESA AND JUST N. OF A SHALLOW CUT
 HN0990'IN A LOOSELY CEMENTED CONGLOMERATE OUTCROP.
 HN0990'
 HN0990'STATION REACHED BY HELICOPTER.
 HN0990'
 HN0990'STATION MARK--STANDARD TABLET, STAMPED ---ET U 154 1959---, CEMENTED
 HN0990'IN DRILL HOLE IN CONGLOMERATE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0974 ***********************************************************************
 HN0974  DESIGNATION -  ET U 155
 HN0974  PID         -  HN0974
 HN0974  STATE/COUNTY-  UT/GARFIELD
 HN0974  COUNTRY     -  US
 HN0974  USGS QUAD   -  TICABOO MESA (2017)
 HN0974
 HN0974                         *CURRENT SURVEY CONTROL
 HN0974  ______________________________________________________________________
 HN0974* NAD 83(1994) POSITION- 37 40 26.18277(N) 110 30 07.37924(W)   ADJUSTED
 HN0974* NAVD 88 ORTHO HEIGHT -  1421.7   (meters)     4664.    (feet) VERTCON3
 HN0974  ______________________________________________________________________
 HN0974  GEOID HEIGHT    -        -21.631 (meters)                     GEOID18
 HN0974  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC18
 HN0974  HORZ ORDER      -  THIRD
 HN0974
 HN0974.The horizontal coordinates were established by classical geodetic methods
 HN0974.and adjusted by the National Geodetic Survey in November 1997.
 HN0974
 HN0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0974
 HN0974.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0974.GEOID18 height accuracy estimate available here.
 HN0974
 HN0974.Click photographs - Photos may exist for this station.
 HN0974
 HN0974.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0974
 HN0974. The following values were computed from the NAD 83(1994) position.
 HN0974
 HN0974;                    North         East     Units Scale Factor Converg.
 HN0974;SPC UT S     - 3,112,260.082   588,033.293   MT  0.99995314   +0 36 41.2
 HN0974;SPC UT S     -10,210,806.62  1,929,239.23   sFT  0.99995314   +0 36 41.2
 HN0974;UTM  12      - 4,169,755.574   543,911.698   MT  0.99962375   +0 18 15.6
 HN0974
 HN0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0974!SPC UT S     -   0.99978035  x   0.99995314  =   0.99973350
 HN0974!UTM  12      -   0.99978035  x   0.99962375  =   0.99940419
 HN0974
 HN0974:                Primary Azimuth Mark                     Grid Az
 HN0974:SPC UT S     -  9 52 A=ET U 158                          306 20 50.2
 HN0974:UTM  12      -  9 52 A=ET U 158                          306 39 15.8
 HN0974
 HN0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG4391169755(NAD 83)
 HN0974
 HN0974|---------------------------------------------------------------------|
 HN0974| PID    Reference Object                     Distance      Geod. Az  |
 HN0974|                                                           dddmmss.s |
 HN0974| HN0973 9 52 A=ET U 158                     APPROX. 3.1 KM 3065731.4 |
 HN0974|---------------------------------------------------------------------|
 HN0974
 HN0974                          SUPERSEDED SURVEY CONTROL
 HN0974
 HN0974  NAD 83(1986)-  37 40 26.17749(N)    110 30 07.37922(W) AD(       ) 3
 HN0974  NAD 27      -  37 40 26.20946(N)    110 30 04.87118(W) AD(       ) 3
 HN0974  NGVD 29 (07/19/86) 1420.7    (m)         4661.     (f) VERT ANG       
 HN0974
 HN0974.Superseded values are not recommended for survey control.
 HN0974
 HN0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0974.See file dsdata.pdf to determine how the superseded data were derived.
 HN0974
 HN0974_MARKER: DD = SURVEY DISK
 HN0974_SETTING: 66 = SET IN ROCK OUTCROP
 HN0974_STAMPING: ET U 155 1959
 HN0974_MARK LOGO: USGS
 HN0974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0974+STABILITY: POSITION/ELEVATION WELL
 HN0974
 HN0974  HISTORY     - Date     Condition        Report By
 HN0974  HISTORY     - 1959     MONUMENTED       USGS
 HN0974
 HN0974                          STATION DESCRIPTION
 HN0974
 HN0974'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0974'LOCATED ABOUT 10.5 MI. SW. OF HITE, ABOUT 0.5 MI. NW. OF THE
 HN0974'COLORADO RIVER, ON HIGHEST POINT OF SMALL KNOB BELOW GOOD HOPE MESA.
 HN0974'
 HN0974'STATION REACHED BY HELICOPTER.
 HN0974'
 HN0974'STATION MARK--STANDARD TABLET, STAMPED ---ET U 155 1959---, CEMENTED
 HN0974'IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0897 ***********************************************************************
 HN0897  DESIGNATION -  ET U 157
 HN0897  PID         -  HN0897
 HN0897  STATE/COUNTY-  UT/SAN JUAN
 HN0897  COUNTRY     -  US
 HN0897  USGS QUAD   -  HALLS CROSSING (2017)
 HN0897
 HN0897                         *CURRENT SURVEY CONTROL
 HN0897  ______________________________________________________________________
 HN0897* NAD 83(1994) POSITION- 37 23 39.72540(N) 110 39 35.63160(W)   ADJUSTED
 HN0897* NAVD 88 ORTHO HEIGHT -  1356.4   (meters)     4450.    (feet) VERTCON3
 HN0897  ______________________________________________________________________
 HN0897  GEOID HEIGHT    -        -22.458 (meters)                     GEOID18
 HN0897  LAPLACE CORR    -          1.93  (seconds)                    DEFLEC18
 HN0897  HORZ ORDER      -  THIRD
 HN0897
 HN0897.The horizontal coordinates were established by classical geodetic methods
 HN0897.and adjusted by the National Geodetic Survey in November 1997.
 HN0897
 HN0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0897
 HN0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0897.GEOID18 height accuracy estimate available here.
 HN0897
 HN0897.Click photographs - Photos may exist for this station.
 HN0897
 HN0897.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0897
 HN0897. The following values were computed from the NAD 83(1994) position.
 HN0897
 HN0897;                    North         East     Units Scale Factor Converg.
 HN0897;SPC UT S     - 3,081,096.686   574,388.028   MT  0.99997429   +0 30 53.0
 HN0897;SPC UT S     -10,108,564.71  1,884,471.39   sFT  0.99997429   +0 30 53.0
 HN0897;UTM  12      - 4,138,676.633   530,104.013   MT  0.99961116   +0 12 23.6
 HN0897
 HN0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0897!SPC UT S     -   0.99979071  x   0.99997429  =   0.99976501
 HN0897!UTM  12      -   0.99979071  x   0.99961116  =   0.99940195
 HN0897
 HN0897:                Primary Azimuth Mark                     Grid Az
 HN0897:SPC UT S     -  ET U 135                                 059 45 37.3
 HN0897:UTM  12      -  ET U 135                                 060 04 06.7
 HN0897
 HN0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG3010438676(NAD 83)
 HN0897
 HN0897|---------------------------------------------------------------------|
 HN0897| PID    Reference Object                     Distance      Geod. Az  |
 HN0897|                                                           dddmmss.s |
 HN0897| HN0894 ET U 135                            APPROX. 2.5 KM 0601630.3 |
 HN0897|---------------------------------------------------------------------|
 HN0897
 HN0897                          SUPERSEDED SURVEY CONTROL
 HN0897
 HN0897  NAD 83(1992)-  37 23 39.72082(N)    110 39 35.63167(W) AD(       ) 3
 HN0897  NAD 83(1986)-  37 23 39.72084(N)    110 39 35.63158(W) AD(       ) 3
 HN0897  NAD 27      -  37 23 39.74915(N)    110 39 33.12348(W) AD(       ) 3
 HN0897  NGVD 29 (07/19/86) 1355.4    (m)         4447.     (f) VERT ANG       
 HN0897
 HN0897.Superseded values are not recommended for survey control.
 HN0897
 HN0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0897.See file dsdata.pdf to determine how the superseded data were derived.
 HN0897
 HN0897_MARKER: DD = SURVEY DISK
 HN0897_SETTING: 66 = SET IN ROCK OUTCROP
 HN0897_STAMPING: ET U 157 1959
 HN0897_MARK LOGO: USGS
 HN0897_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0897+STABILITY: POSITION/ELEVATION WELL
 HN0897
 HN0897  HISTORY     - Date     Condition        Report By
 HN0897  HISTORY     - 1959     MONUMENTED       USGS
 HN0897
 HN0897                          STATION DESCRIPTION
 HN0897
 HN0897'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0897'LOCATED ABOUT 2.3 MI. NNE. OF ---WELL--- TRIANGULATION STATION, 4.8
 HN0897'MI. E. OF SHOCK BAR, 3 MI. SE. OF JUNCTION OF LAKE CANYON AND THE
 HN0897'COLORADO RIVER, ON THE HIGHEST POINT OF A SANDY BUTTE.
 HN0897'
 HN0897'STATION REACHED BY HELICOPTER.
 HN0897'
 HN0897'STATION MARK--STANDARD TABLET, STAMPED ---ET U 157 1959---, SET IN
 HN0897'SANDSTONE ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0976 ***********************************************************************
 HN0976  DESIGNATION -  ET U 159
 HN0976  PID         -  HN0976
 HN0976  STATE/COUNTY-  UT/GARFIELD
 HN0976  COUNTRY     -  US
 HN0976  USGS QUAD   -  TICABOO MESA (2017)
 HN0976
 HN0976                         *CURRENT SURVEY CONTROL
 HN0976  ______________________________________________________________________
 HN0976* NAD 83(1994) POSITION- 37 43 02.59835(N) 110 32 21.42527(W)   ADJUSTED
 HN0976* NAVD 88 ORTHO HEIGHT -  1486.5   (meters)     4877.    (feet) VERTCON3
 HN0976  ______________________________________________________________________
 HN0976  GEOID HEIGHT    -        -21.507 (meters)                     GEOID18
 HN0976  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 HN0976  HORZ ORDER      -  THIRD
 HN0976
 HN0976.The horizontal coordinates were established by classical geodetic methods
 HN0976.and adjusted by the National Geodetic Survey in November 1997.
 HN0976
 HN0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0976
 HN0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0976.GEOID18 height accuracy estimate available here.
 HN0976
 HN0976.Click photographs - Photos may exist for this station.
 HN0976
 HN0976.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0976
 HN0976. The following values were computed from the NAD 83(1994) position.
 HN0976
 HN0976;                    North         East     Units Scale Factor Converg.
 HN0976;SPC UT S     - 3,117,047.611   584,699.218   MT  0.99995197   +0 35 19.0
 HN0976;SPC UT S     -10,226,513.70  1,918,300.68   sFT  0.99995197   +0 35 19.0
 HN0976;UTM  12      - 4,174,559.306   540,604.411   MT  0.99962031   +0 16 54.7
 HN0976
 HN0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0976!SPC UT S     -   0.99977016  x   0.99995197  =   0.99972215
 HN0976!UTM  12      -   0.99977016  x   0.99962031  =   0.99939056
 HN0976
 HN0976:                Primary Azimuth Mark                     Grid Az
 HN0976:SPC UT S     -  9 52 A=ET U 158                          164 28 08.8
 HN0976:UTM  12      -  9 52 A=ET U 158                          164 46 33.1
 HN0976
 HN0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG4060474559(NAD 83)
 HN0976
 HN0976|---------------------------------------------------------------------|
 HN0976| PID    Reference Object                     Distance      Geod. Az  |
 HN0976|                                                           dddmmss.s |
 HN0976| HN0973 9 52 A=ET U 158                     APPROX. 3.0 KM 1650327.8 |
 HN0976|---------------------------------------------------------------------|
 HN0976
 HN0976                          SUPERSEDED SURVEY CONTROL
 HN0976
 HN0976  NAD 83(1986)-  37 43 02.59306(N)    110 32 21.42514(W) AD(       ) 3
 HN0976  NAD 27      -  37 43 02.62631(N)    110 32 18.91279(W) AD(       ) 3
 HN0976  NGVD 29 (07/19/86) 1485.5    (m)         4874.     (f) VERT ANG       
 HN0976
 HN0976.Superseded values are not recommended for survey control.
 HN0976
 HN0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0976.See file dsdata.pdf to determine how the superseded data were derived.
 HN0976
 HN0976_MARKER: DD = SURVEY DISK
 HN0976_SETTING: 66 = SET IN ROCK OUTCROP
 HN0976_STAMPING: ET U 159 1959
 HN0976_MARK LOGO: USGS
 HN0976_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0976+STABILITY: POSITION/ELEVATION WELL
 HN0976
 HN0976  HISTORY     - Date     Condition        Report By
 HN0976  HISTORY     - 1959     MONUMENTED       USGS
 HN0976
 HN0976                          STATION DESCRIPTION
 HN0976
 HN0976'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0976'LOCATED ABOUT 8.2 MI. SW. OF HITE, AND 3.6 MI. W. OF TICABOO NO. 1
 HN0976'RAPIDS, ON THE S. END OF A RED SANDSTONE TOP.
 HN0976'
 HN0976'STATION REACHED BY HELICOPTER.
 HN0976'
 HN0976'STATION MARK--STANDARD TABLET, STAMPED ---ET U 159 1959---, CEMENTED
 HN0976'IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0755 ***********************************************************************
 HN0755  DESIGNATION -  ET U 16
 HN0755  PID         -  HN0755
 HN0755  STATE/COUNTY-  UT/SAN JUAN
 HN0755  COUNTRY     -  US
 HN0755  USGS QUAD   -  GUNSIGHT BUTTE (2017)
 HN0755
 HN0755                         *CURRENT SURVEY CONTROL
 HN0755  ______________________________________________________________________
 HN0755* NAD 83(1994) POSITION- 37 01 50.83032(N) 111 16 42.33005(W)   ADJUSTED
 HN0755* NAVD 88 ORTHO HEIGHT -  1365.2   (meters)     4479.    (feet) VERTCON3
 HN0755  ______________________________________________________________________
 HN0755  GEOID HEIGHT    -        -23.415 (meters)                     GEOID18
 HN0755  LAPLACE CORR    -          1.34  (seconds)                    DEFLEC18
 HN0755  HORZ ORDER      -  THIRD
 HN0755
 HN0755.The horizontal coordinates were established by classical geodetic methods
 HN0755.and adjusted by the National Geodetic Survey in November 1997.
 HN0755
 HN0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0755
 HN0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0755.GEOID18 height accuracy estimate available here.
 HN0755
 HN0755.Click photographs - Photos may exist for this station.
 HN0755
 HN0755.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0755
 HN0755. The following values were computed from the NAD 83(1994) position.
 HN0755
 HN0755;                    North         East     Units Scale Factor Converg.
 HN0755;SPC UT S     - 3,040,434.891   519,715.518   MT  1.00003707   +0 08 08.7
 HN0755;SPC UT S     - 9,975,160.14  1,705,100.00   sFT  1.00003707   +0 08 08.7
 HN0755;UTM  12      - 4,098,323.828   475,236.802   MT  0.99960755   -0 10 03.7
 HN0755
 HN0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0755!SPC UT S     -   0.99978948  x   1.00003707  =   0.99982654
 HN0755!UTM  12      -   0.99978948  x   0.99960755  =   0.99939711
 HN0755
 HN0755:                Primary Azimuth Mark                     Grid Az
 HN0755:SPC UT S     -  MESKIN=ET U 67                           184 51 35.1
 HN0755:UTM  12      -  MESKIN=ET U 67                           185 09 47.5
 HN0755
 HN0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7523698323(NAD 83)
 HN0755
 HN0755|---------------------------------------------------------------------|
 HN0755| PID    Reference Object                     Distance      Geod. Az  |
 HN0755|                                                           dddmmss.s |
 HN0755| HN0753 MESKIN=ET U 67                      APPROX. 1.9 KM 1845943.8 |
 HN0755|---------------------------------------------------------------------|
 HN0755
 HN0755                          SUPERSEDED SURVEY CONTROL
 HN0755
 HN0755  NAD 83(1992)-  37 01 50.82934(N)    111 16 42.33043(W) AD(       ) 3
 HN0755  NAD 83(1986)-  37 01 50.82476(N)    111 16 42.33165(W) AD(       ) 3
 HN0755  NAD 27      -  37 01 50.85997(N)    111 16 39.78474(W) AD(       ) 3
 HN0755  NGVD 29 (07/19/86) 1364.2    (m)         4476.     (f) VERT ANG       
 HN0755
 HN0755.Superseded values are not recommended for survey control.
 HN0755
 HN0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0755.See file dsdata.pdf to determine how the superseded data were derived.
 HN0755
 HN0755_MARKER: DD = SURVEY DISK
 HN0755_SETTING: 66 = SET IN ROCK OUTCROP
 HN0755_STAMPING: ET U 16 1959
 HN0755_MARK LOGO: USGS
 HN0755_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0755+STABILITY: POSITION/ELEVATION WELL
 HN0755
 HN0755  HISTORY     - Date     Condition        Report By
 HN0755  HISTORY     - 1959     MONUMENTED       USGS
 HN0755
 HN0755                          STATION DESCRIPTION
 HN0755
 HN0755'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0755'LOCATED ABOUT 2.7 MI. SE. OF THE ---CROSSING OF THE FATHERS---, 1.2
 HN0755'MI. N. OF TRIANGULATION STATION ---MESKIN---, ON A PROMINENT, LONE
 HN0755'BUTTE ABOUT 30 FT. S. OF AND ABOUT 3 FT. LOWER THAN THE HIGHEST
 HN0755'POINT OF TOP.
 HN0755'
 HN0755'STATION REACHED BY HELICOPTER.
 HN0755'
 HN0755'STATION MARK--STANDARD TABLET, STAMPED ---ET U 16 1959---, CEMENTED
 HN0755'IN DRILL HOLE IN TOP OF SOLID SANDSTONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0843 ***********************************************************************
 HN0843  DESIGNATION -  ET U 161
 HN0843  PID         -  HN0843
 HN0843  STATE/COUNTY-  UT/SAN JUAN
 HN0843  COUNTRY     -  US
 HN0843  USGS QUAD   -  GOOD HOPE BAY (2017)
 HN0843
 HN0843                         *CURRENT SURVEY CONTROL
 HN0843  ______________________________________________________________________
 HN0843* NAD 83(1994) POSITION- 37 41 05.10106(N) 110 27 49.82443(W)   ADJUSTED
 HN0843* NAVD 88 ORTHO HEIGHT -  1388.0   (meters)     4554.    (feet) VERTCON3
 HN0843  ______________________________________________________________________
 HN0843  GEOID HEIGHT    -        -21.526 (meters)                     GEOID18
 HN0843  LAPLACE CORR    -          9.04  (seconds)                    DEFLEC18
 HN0843  HORZ ORDER      -  THIRD
 HN0843
 HN0843.The horizontal coordinates were established by classical geodetic methods
 HN0843.and adjusted by the National Geodetic Survey in November 1997.
 HN0843
 HN0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0843
 HN0843.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0843.GEOID18 height accuracy estimate available here.
 HN0843
 HN0843.Click photographs - Photos may exist for this station.
 HN0843
 HN0843.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0843
 HN0843. The following values were computed from the NAD 83(1994) position.
 HN0843
 HN0843;                    North         East     Units Scale Factor Converg.
 HN0843;SPC UT S     - 3,113,496.487   591,390.495   MT  0.99995279   +0 38 05.4
 HN0843;SPC UT S     -10,214,863.06  1,940,253.65   sFT  0.99995279   +0 38 05.4
 HN0843;UTM  12      - 4,170,973.569   547,274.378   MT  0.99962753   +0 19 40.0
 HN0843
 HN0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0843!SPC UT S     -   0.99978562  x   0.99995279  =   0.99973842
 HN0843!UTM  12      -   0.99978562  x   0.99962753  =   0.99941323
 HN0843
 HN0843:                Primary Azimuth Mark                     Grid Az
 HN0843:SPC UT S     -  RED=ET U 156                             126 58 41.7
 HN0843:UTM  12      -  RED=ET U 156                             127 17 07.1
 HN0843
 HN0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG4727470973(NAD 83)
 HN0843
 HN0843|---------------------------------------------------------------------|
 HN0843| PID    Reference Object                     Distance      Geod. Az  |
 HN0843|                                                           dddmmss.s |
 HN0843| HN0839 RED=ET U 156                        APPROX. 4.3 KM 1273647.1 |
 HN0843|---------------------------------------------------------------------|
 HN0843
 HN0843                          SUPERSEDED SURVEY CONTROL
 HN0843
 HN0843  NAD 83(1986)-  37 41 05.09582(N)    110 27 49.82464(W) AD(       ) 3
 HN0843  NAD 27      -  37 41 05.12851(N)    110 27 47.32164(W) AD(       ) 3
 HN0843  NGVD 29 (07/19/86) 1387.0    (m)         4551.     (f) VERT ANG       
 HN0843
 HN0843.Superseded values are not recommended for survey control.
 HN0843
 HN0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0843.See file dsdata.pdf to determine how the superseded data were derived.
 HN0843
 HN0843_MARKER: DD = SURVEY DISK
 HN0843_SETTING: 66 = SET IN ROCK OUTCROP
 HN0843_STAMPING: ET U 161 1959
 HN0843_MARK LOGO: USGS
 HN0843_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0843+STABILITY: POSITION/ELEVATION WELL
 HN0843
 HN0843  HISTORY     - Date     Condition        Report By
 HN0843  HISTORY     - 1959     MONUMENTED       USGS
 HN0843
 HN0843                          STATION DESCRIPTION
 HN0843
 HN0843'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0843'LOCATED ABOUT 1 MI. E. OF THE COLORADO RIVER, 1.5 MI. SW. OF THE
 HN0843'CONFLUENCE OF TICABOO CREEK, NEAR THE SW. END OF A MESA.
 HN0843'
 HN0843'STATION REACHED BY HELICOPTER.
 HN0843'
 HN0843'STATION MARK--STANDARD TABLET, STAMPED ---ET U 161 1959---, CEMENTED
 HN0843'IN DRILL HOLE IN BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0842 ***********************************************************************
 HN0842  DESIGNATION -  ET U 162
 HN0842  PID         -  HN0842
 HN0842  STATE/COUNTY-  UT/SAN JUAN
 HN0842  COUNTRY     -  US
 HN0842  USGS QUAD   -  GOOD HOPE BAY (2017)
 HN0842
 HN0842                         *CURRENT SURVEY CONTROL
 HN0842  ______________________________________________________________________
 HN0842* NAD 83(1994) POSITION- 37 41 49.97874(N) 110 26 07.07978(W)   ADJUSTED
 HN0842* NAVD 88 ORTHO HEIGHT -  1545.7   (meters)     5071.    (feet) VERTCON3
 HN0842  ______________________________________________________________________
 HN0842  GEOID HEIGHT    -        -21.437 (meters)                     GEOID18
 HN0842  LAPLACE CORR    -          0.85  (seconds)                    DEFLEC18
 HN0842  HORZ ORDER      -  THIRD
 HN0842
 HN0842.The horizontal coordinates were established by classical geodetic methods
 HN0842.and adjusted by the National Geodetic Survey in November 1997.
 HN0842
 HN0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0842
 HN0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0842.GEOID18 height accuracy estimate available here.
 HN0842
 HN0842.Click photographs - Photos may exist for this station.
 HN0842
 HN0842.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0842
 HN0842. The following values were computed from the NAD 83(1994) position.
 HN0842
 HN0842;                    North         East     Units Scale Factor Converg.
 HN0842;SPC UT S     - 3,114,908.219   593,891.913   MT  0.99995244   +0 39 08.4
 HN0842;SPC UT S     -10,219,494.72  1,948,460.38   sFT  0.99995244   +0 39 08.4
 HN0842;UTM  12      - 4,172,371.424   549,782.514   MT  0.99963052   +0 20 43.1
 HN0842
 HN0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0842!SPC UT S     -   0.99976087  x   0.99995244  =   0.99971333
 HN0842!UTM  12      -   0.99976087  x   0.99963052  =   0.99939148
 HN0842
 HN0842:                Primary Azimuth Mark                     Grid Az
 HN0842:SPC UT S     -  RED=ET U 156                             166 55 14.9
 HN0842:UTM  12      -  RED=ET U 156                             167 13 40.2
 HN0842
 HN0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG4978272371(NAD 83)
 HN0842
 HN0842|---------------------------------------------------------------------|
 HN0842| PID    Reference Object                     Distance      Geod. Az  |
 HN0842|                                                           dddmmss.s |
 HN0842| HN0839 RED=ET U 156                        APPROX. 4.1 KM 1673423.3 |
 HN0842|---------------------------------------------------------------------|
 HN0842
 HN0842                          SUPERSEDED SURVEY CONTROL
 HN0842
 HN0842  NAD 83(1986)-  37 41 49.97334(N)    110 26 07.07980(W) AD(       ) 3
 HN0842  NAD 27      -  37 41 50.00606(N)    110 26 04.58024(W) AD(       ) 3
 HN0842  NGVD 29 (07/19/86) 1544.7    (m)         5068.     (f) VERT ANG       
 HN0842
 HN0842.Superseded values are not recommended for survey control.
 HN0842
 HN0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0842.See file dsdata.pdf to determine how the superseded data were derived.
 HN0842
 HN0842_MARKER: DD = SURVEY DISK
 HN0842_SETTING: 66 = SET IN ROCK OUTCROP
 HN0842_STAMPING: ET U 162 1959
 HN0842_MARK LOGO: USGS
 HN0842_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0842+STABILITY: POSITION/ELEVATION WELL
 HN0842
 HN0842  HISTORY     - Date     Condition        Report By
 HN0842  HISTORY     - 1959     MONUMENTED       USGS
 HN0842
 HN0842                          STATION DESCRIPTION
 HN0842
 HN0842'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0842'LOCATED ABOUT 3 MI. SSE. OF MONTE CRISTO ISLAND, 2.7 MI. E. OF THE
 HN0842'MOUTH OF TICABOO CREEK, ON THE N. SIDE OF A SMALL MESA.
 HN0842'
 HN0842'STATION REACHED BY HELICOPTER.
 HN0842'
 HN0842'STATION MARK--STANDARD TABLET, STAMPED ---ET U 162 1959---, CEMENTED
 HN0842'IN SOLID ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0862 ***********************************************************************
 HN0862  DESIGNATION -  ET U 163 OFFSET
 HN0862  PID         -  HN0862
 HN0862  STATE/COUNTY-  UT/GARFIELD
 HN0862  COUNTRY     -  US
 HN0862  USGS QUAD   -  HITE SOUTH (2017)
 HN0862
 HN0862                         *CURRENT SURVEY CONTROL
 HN0862  ______________________________________________________________________
 HN0862* NAD 83(1994) POSITION- 37 45 36.99174(N) 110 27 10.50954(W)   ADJUSTED
 HN0862* NAVD 88 ORTHO HEIGHT -  1495.7   (meters)     4907.    (feet) VERTCON3
 HN0862  ______________________________________________________________________
 HN0862  GEOID HEIGHT    -        -21.334 (meters)                     GEOID18
 HN0862  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 HN0862  HORZ ORDER      -  THIRD
 HN0862
 HN0862.The horizontal coordinates were established by classical geodetic methods
 HN0862.and adjusted by the National Geodetic Survey in November 1997.
 HN0862
 HN0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0862
 HN0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0862.GEOID18 height accuracy estimate available here.
 HN0862
 HN0862.Click photographs - Photos may exist for this station.
 HN0862
 HN0862.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0862
 HN0862. The following values were computed from the NAD 83(1994) position.
 HN0862
 HN0862;                    North         East     Units Scale Factor Converg.
 HN0862;SPC UT S     - 3,121,888.921   592,259.830   MT  0.99995138   +0 38 29.5
 HN0862;SPC UT S     -10,242,397.23  1,943,105.79   sFT  0.99995138   +0 38 29.5
 HN0862;UTM  12      - 4,179,358.511   548,188.342   MT  0.99962860   +0 20 06.1
 HN0862
 HN0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0862!SPC UT S     -   0.99976871  x   0.99995138  =   0.99972010
 HN0862!UTM  12      -   0.99976871  x   0.99962860  =   0.99939739
 HN0862
 HN0862:                Primary Azimuth Mark                     Grid Az
 HN0862:SPC UT S     -  4 124 C=ET U 163                         227 18 38.9
 HN0862:UTM  12      -  4 124 C=ET U 163                         227 37 02.3
 HN0862
 HN0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG4818879358(NAD 83)
 HN0862
 HN0862|---------------------------------------------------------------------|
 HN0862| PID    Reference Object                     Distance      Geod. Az  |
 HN0862|                                                           dddmmss.s |
 HN0862| HN0837 4 124 C=ET U 163                    APPROX. 3.0 KM 2275708.4 |
 HN0862|---------------------------------------------------------------------|
 HN0862
 HN0862                          SUPERSEDED SURVEY CONTROL
 HN0862
 HN0862  NAD 83(1986)-  37 45 36.98619(N)    110 27 10.50939(W) AD(       ) 3
 HN0862  NAD 27      -  37 45 37.02188(N)    110 27 08.00187(W) AD(       ) 3
 HN0862  NGVD 29 (07/19/86) 1494.7    (m)         4904.     (f) VERT ANG       
 HN0862
 HN0862.Superseded values are not recommended for survey control.
 HN0862
 HN0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0862.See file dsdata.pdf to determine how the superseded data were derived.
 HN0862
 HN0862_MARKER: DD = SURVEY DISK
 HN0862_SETTING: 66 = SET IN ROCK OUTCROP
 HN0862_STAMPING: ET U 163 OFFSET 1959
 HN0862_MARK LOGO: USGS
 HN0862_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0862+STABILITY: POSITION/ELEVATION WELL
 HN0862
 HN0862  HISTORY     - Date     Condition        Report By
 HN0862  HISTORY     - 1959     MONUMENTED       USGS
 HN0862
 HN0862                          STATION DESCRIPTION
 HN0862
 HN0862'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0862'LOCATED ABOUT 3.3 MI. S-SW. OF HITE FERRY AND 1.4 MI. SE. OF THE
 HN0862'MOUTH OF FOURMILE CANYON, ON A RIDGE OVERLOOKING A PROMINENT BEND
 HN0862'OF THE COLORADO RIVER CALLED THE HORN.
 HN0862'
 HN0862'STATION REACHED BY HELICOPTER.
 HN0862'
 HN0862'STATION MARK--STANDARD TABLET, STAMPED ---ET U 163 OFFSET 1959---,
 HN0862'CEMENTED IN SOLID ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0841 ***********************************************************************
 HN0841  DESIGNATION -  ET U 164
 HN0841  PID         -  HN0841
 HN0841  STATE/COUNTY-  UT/SAN JUAN
 HN0841  COUNTRY     -  US
 HN0841  USGS QUAD   -  GOOD HOPE BAY (2017)
 HN0841
 HN0841                         *CURRENT SURVEY CONTROL
 HN0841  ______________________________________________________________________
 HN0841* NAD 83(1994) POSITION- 37 44 51.92177(N) 110 25 33.36818(W)   ADJUSTED
 HN0841* NAVD 88 ORTHO HEIGHT -  1540.5   (meters)     5054.    (feet) VERTCON3
 HN0841  ______________________________________________________________________
 HN0841  GEOID HEIGHT    -        -21.335 (meters)                     GEOID18
 HN0841  LAPLACE CORR    -          6.83  (seconds)                    DEFLEC18
 HN0841  HORZ ORDER      -  THIRD
 HN0841
 HN0841.The horizontal coordinates were established by classical geodetic methods
 HN0841.and adjusted by the National Geodetic Survey in November 1997.
 HN0841
 HN0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0841
 HN0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0841.GEOID18 height accuracy estimate available here.
 HN0841
 HN0841.Click photographs - Photos may exist for this station.
 HN0841
 HN0841.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0841
 HN0841. The following values were computed from the NAD 83(1994) position.
 HN0841
 HN0841;                    North         East     Units Scale Factor Converg.
 HN0841;SPC UT S     - 3,120,526.490   594,653.260   MT  0.99995150   +0 39 29.0
 HN0841;SPC UT S     -10,237,927.33  1,950,958.24   sFT  0.99995150   +0 39 29.0
 HN0841;UTM  12      - 4,177,983.735   550,573.681   MT  0.99963150   +0 21 05.2
 HN0841
 HN0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0841!SPC UT S     -   0.99976168  x   0.99995150  =   0.99971319
 HN0841!UTM  12      -   0.99976168  x   0.99963150  =   0.99939327
 HN0841
 HN0841:                Primary Azimuth Mark                     Grid Az
 HN0841:SPC UT S     -  ET U 165                                 031 59 33.3
 HN0841:UTM  12      -  ET U 165                                 032 17 57.1
 HN0841
 HN0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG5057377983(NAD 83)
 HN0841
 HN0841|---------------------------------------------------------------------|
 HN0841| PID    Reference Object                     Distance      Geod. Az  |
 HN0841|                                                           dddmmss.s |
 HN0841| HN0859 ET U 165                            APPROX. 3.2 KM 0323902.3 |
 HN0841|---------------------------------------------------------------------|
 HN0841
 HN0841                          SUPERSEDED SURVEY CONTROL
 HN0841
 HN0841  NAD 83(1986)-  37 44 51.91627(N)    110 25 33.36806(W) AD(       ) 3
 HN0841  NAD 27      -  37 44 51.94886(N)    110 25 30.86523(W) AD(       ) 3
 HN0841  NGVD 29 (07/19/86) 1539.5    (m)         5051.     (f) VERT ANG       
 HN0841
 HN0841.Superseded values are not recommended for survey control.
 HN0841
 HN0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0841.See file dsdata.pdf to determine how the superseded data were derived.
 HN0841
 HN0841_MARKER: DD = SURVEY DISK
 HN0841_SETTING: 66 = SET IN ROCK OUTCROP
 HN0841_STAMPING: ET U 164 1959
 HN0841_MARK LOGO: USGS
 HN0841_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0841+STABILITY: POSITION/ELEVATION WELL
 HN0841
 HN0841  HISTORY     - Date     Condition        Report By
 HN0841  HISTORY     - 1959     MONUMENTED       USGS
 HN0841
 HN0841                          STATION DESCRIPTION
 HN0841
 HN0841'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0841'LOCATED ABOUT 4 MI. S. OF HITE FERRY, 1.2 MI. E. OF THE COLORADO
 HN0841'RIVER, ON THE W. END OF A SMALL MESA.
 HN0841'
 HN0841'STATION REACHED BY HELICOPTER.
 HN0841'
 HN0841'STATION MARK--STANDARD TABLET, STAMPED ---ET U 164 1959---, CEMENTED
 HN0841'IN DRILL HOLE IN BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0859 ***********************************************************************
 HN0859  DESIGNATION -  ET U 165
 HN0859  PID         -  HN0859
 HN0859  STATE/COUNTY-  UT/SAN JUAN
 HN0859  COUNTRY     -  US
 HN0859  USGS QUAD   -  HITE SOUTH (2017)
 HN0859
 HN0859                         *CURRENT SURVEY CONTROL
 HN0859  ______________________________________________________________________
 HN0859* NAD 83(1994) POSITION- 37 46 18.32734(N) 110 24 23.61395(W)   ADJUSTED
 HN0859* NAVD 88 ORTHO HEIGHT -  1524.3   (meters)     5001.    (feet) VERTCON3
 HN0859  ______________________________________________________________________
 HN0859  GEOID HEIGHT    -        -21.261 (meters)                     GEOID18
 HN0859  LAPLACE CORR    -          5.85  (seconds)                    DEFLEC18
 HN0859  HORZ ORDER      -  THIRD
 HN0859
 HN0859.The horizontal coordinates were established by classical geodetic methods
 HN0859.and adjusted by the National Geodetic Survey in November 1997.
 HN0859
 HN0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0859
 HN0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0859.GEOID18 height accuracy estimate available here.
 HN0859
 HN0859.Click photographs - Photos may exist for this station.
 HN0859
 HN0859.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0859
 HN0859. The following values were computed from the NAD 83(1994) position.
 HN0859
 HN0859;                    North         East     Units Scale Factor Converg.
 HN0859;SPC UT S     - 3,123,209.945   596,329.586   MT  0.99995132   +0 40 11.8
 HN0859;SPC UT S     -10,246,731.29  1,956,457.98   sFT  0.99995132   +0 40 11.8
 HN0859;UTM  12      - 4,180,657.331   552,263.800   MT  0.99963364   +0 21 48.6
 HN0859
 HN0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0859!SPC UT S     -   0.99976420  x   0.99995132  =   0.99971554
 HN0859!UTM  12      -   0.99976420  x   0.99963364  =   0.99939793
 HN0859
 HN0859:                Primary Azimuth Mark                     Grid Az
 HN0859:SPC UT S     -  ET U 164                                 211 59 33.2
 HN0859:UTM  12      -  ET U 164                                 212 17 56.4
 HN0859
 HN0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG5226380657(NAD 83)
 HN0859
 HN0859|---------------------------------------------------------------------|
 HN0859| PID    Reference Object                     Distance      Geod. Az  |
 HN0859|                                                           dddmmss.s |
 HN0859| HN0841 ET U 164                            APPROX. 3.2 KM 2123945.0 |
 HN0859|---------------------------------------------------------------------|
 HN0859
 HN0859                          SUPERSEDED SURVEY CONTROL
 HN0859
 HN0859  NAD 83(1986)-  37 46 18.32182(N)    110 24 23.61376(W) AD(       ) 3
 HN0859  NAD 27      -  37 46 18.35555(N)    110 24 21.11078(W) AD(       ) 3
 HN0859  NGVD 29 (07/19/86) 1523.3    (m)         4998.     (f) VERT ANG       
 HN0859
 HN0859.Superseded values are not recommended for survey control.
 HN0859
 HN0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0859.See file dsdata.pdf to determine how the superseded data were derived.
 HN0859
 HN0859_MARKER: DD = SURVEY DISK
 HN0859_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HN0859_STAMPING: ET U 165 1959
 HN0859_MARK LOGO: USGS
 HN0859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0859
 HN0859  HISTORY     - Date     Condition        Report By
 HN0859  HISTORY     - 1959     MONUMENTED       USGS
 HN0859
 HN0859                          STATION DESCRIPTION
 HN0859
 HN0859'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0859'LOCATED ABOUT 3.0 MI. SE. OF HITE, 1.8 MI. NE. OF THE MOUTH OF
 HN0859'SCORUP CANYON AND 1.0 MI. E. OF THE COLORADO RIVER AT THE BEND
 HN0859'KNOWN AS THE HORN, ON A ROCKY MESA.
 HN0859'
 HN0859'STATION REACHED BY HELICOPTER.
 HN0859'
 HN0859'STATION MARK--STANDARD TABLET, STAMPED ---ET U 165 1959---, CEMENTED
 HN0859'IN ROCKY SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0856 ***********************************************************************
 HN0856  DESIGNATION -  ET U 166
 HN0856  PID         -  HN0856
 HN0856  STATE/COUNTY-  UT/SAN JUAN
 HN0856  COUNTRY     -  US
 HN0856  USGS QUAD   -  HITE SOUTH (2017)
 HN0856
 HN0856                         *CURRENT SURVEY CONTROL
 HN0856  ______________________________________________________________________
 HN0856* NAD 83(1994) POSITION- 37 47 59.55888(N) 110 22 54.99394(W)   ADJUSTED
 HN0856* NAVD 88 ORTHO HEIGHT -  1277.7   (meters)     4192.    (feet) VERTCON3
 HN0856  ______________________________________________________________________
 HN0856  GEOID HEIGHT    -        -21.201 (meters)                     GEOID18
 HN0856  LAPLACE CORR    -          4.00  (seconds)                    DEFLEC18
 HN0856  HORZ ORDER      -  THIRD
 HN0856
 HN0856.The horizontal coordinates were established by classical geodetic methods
 HN0856.and adjusted by the National Geodetic Survey in November 1997.
 HN0856
 HN0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0856
 HN0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0856.GEOID18 height accuracy estimate available here.
 HN0856
 HN0856.Click photographs - Photos may exist for this station.
 HN0856
 HN0856.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0856
 HN0856. The following values were computed from the NAD 83(1994) position.
 HN0856
 HN0856;                    North         East     Units Scale Factor Converg.
 HN0856;SPC UT S     - 3,126,356.306   598,460.843   MT  0.99995133   +0 41 06.1
 HN0856;SPC UT S     -10,257,053.98  1,963,450.28   sFT  0.99995133   +0 41 06.1
 HN0856;UTM  12      - 4,183,791.261   554,411.169   MT  0.99963646   +0 22 43.8
 HN0856
 HN0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0856!SPC UT S     -   0.99980288  x   0.99995133  =   0.99975422
 HN0856!UTM  12      -   0.99980288  x   0.99963646  =   0.99943941
 HN0856
 HN0856:                Primary Azimuth Mark                     Grid Az
 HN0856:SPC UT S     -  ET U 167                                 313 46 06.4
 HN0856:UTM  12      -  ET U 167                                 314 04 28.7
 HN0856
 HN0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG5441183791(NAD 83)
 HN0856
 HN0856|---------------------------------------------------------------------|
 HN0856| PID    Reference Object                     Distance      Geod. Az  |
 HN0856|                                                           dddmmss.s |
 HN0856| HN0858 ET U 167                            APPROX. 3.0 KM 3142712.5 |
 HN0856|---------------------------------------------------------------------|
 HN0856
 HN0856                          SUPERSEDED SURVEY CONTROL
 HN0856
 HN0856  NAD 83(1986)-  37 47 59.55323(N)    110 22 54.99373(W) AD(       ) 3
 HN0856  NAD 27      -  37 47 59.58813(N)    110 22 52.49040(W) AD(       ) 3
 HN0856  NGVD 29 (07/19/86) 1276.7    (m)         4189.     (f) VERT ANG       
 HN0856
 HN0856.Superseded values are not recommended for survey control.
 HN0856
 HN0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0856.See file dsdata.pdf to determine how the superseded data were derived.
 HN0856
 HN0856_MARKER: DD = SURVEY DISK
 HN0856_SETTING: 66 = SET IN ROCK OUTCROP
 HN0856_STAMPING: ET U 166 1959
 HN0856_MARK LOGO: USGS
 HN0856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0856+STABILITY: POSITION/ELEVATION WELL
 HN0856
 HN0856  HISTORY     - Date     Condition        Report By
 HN0856  HISTORY     - 1959     MONUMENTED       USGS
 HN0856
 HN0856                          STATION DESCRIPTION
 HN0856
 HN0856'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0856'LOCATED ABOUT 3.2 MI. E. OF HITE AND 2.9 MI. NE. OF THE HORN, ON
 HN0856'THE W. RIM OF WHITE CANYON, AT THE E. END OF A FLAT TOP.
 HN0856'
 HN0856'STATION REACHED BY HELICOPTER.
 HN0856'
 HN0856'STATION MARK--STANDARD TABLET, STAMPED ---ET U 166 1959---, CEMENTED
 HN0856'IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0858 ***********************************************************************
 HN0858  DESIGNATION -  ET U 167
 HN0858  PID         -  HN0858
 HN0858  STATE/COUNTY-  UT/SAN JUAN
 HN0858  COUNTRY     -  US
 HN0858  USGS QUAD   -  HITE SOUTH (2017)
 HN0858
 HN0858                         *CURRENT SURVEY CONTROL
 HN0858  ______________________________________________________________________
 HN0858* NAD 83(1994) POSITION- 37 49 07.14170(N) 110 24 21.84065(W)   ADJUSTED
 HN0858* NAVD 88 ORTHO HEIGHT -  1198.7   (meters)     3933.    (feet) VERTCON3
 HN0858  ______________________________________________________________________
 HN0858  GEOID HEIGHT    -        -21.218 (meters)                     GEOID18
 HN0858  LAPLACE CORR    -          2.30  (seconds)                    DEFLEC18
 HN0858  HORZ ORDER      -  THIRD
 HN0858
 HN0858.The horizontal coordinates were established by classical geodetic methods
 HN0858.and adjusted by the National Geodetic Survey in November 1997.
 HN0858
 HN0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0858
 HN0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0858.GEOID18 height accuracy estimate available here.
 HN0858
 HN0858.Click photographs - Photos may exist for this station.
 HN0858
 HN0858.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0858
 HN0858. The following values were computed from the NAD 83(1994) position.
 HN0858
 HN0858;                    North         East     Units Scale Factor Converg.
 HN0858;SPC UT S     - 3,128,414.606   596,312.099   MT  0.99995148   +0 40 12.9
 HN0858;SPC UT S     -10,263,806.92  1,956,400.61   sFT  0.99995148   +0 40 12.9
 HN0858;UTM  12      - 4,185,860.357   552,274.129   MT  0.99963366   +0 21 51.1
 HN0858
 HN0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0858!SPC UT S     -   0.99981527  x   0.99995148  =   0.99976676
 HN0858!UTM  12      -   0.99981527  x   0.99963366  =   0.99944900
 HN0858
 HN0858:                Primary Azimuth Mark                     Grid Az
 HN0858:SPC UT S     -  ET U 166                                 133 46 06.3
 HN0858:UTM  12      -  ET U 166                                 134 04 28.1
 HN0858
 HN0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG5227485860(NAD 83)
 HN0858
 HN0858|---------------------------------------------------------------------|
 HN0858| PID    Reference Object                     Distance      Geod. Az  |
 HN0858|                                                           dddmmss.s |
 HN0858| HN0856 ET U 166                            APPROX. 3.0 KM 1342619.2 |
 HN0858|---------------------------------------------------------------------|
 HN0858
 HN0858                          SUPERSEDED SURVEY CONTROL
 HN0858
 HN0858  NAD 83(1986)-  37 49 07.13616(N)    110 24 21.84044(W) AD(       ) 3
 HN0858  NAD 27      -  37 49 07.17299(N)    110 24 19.33241(W) AD(       ) 3
 HN0858  NGVD 29 (07/19/86) 1197.7    (m)         3929.     (f) VERT ANG       
 HN0858
 HN0858.Superseded values are not recommended for survey control.
 HN0858
 HN0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0858.See file dsdata.pdf to determine how the superseded data were derived.
 HN0858
 HN0858_MARKER: DD = SURVEY DISK
 HN0858_SETTING: 66 = SET IN ROCK OUTCROP
 HN0858_STAMPING: ET U 167 1959
 HN0858_MARK LOGO: USGS
 HN0858_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0858+STABILITY: POSITION/ELEVATION WELL
 HN0858
 HN0858  HISTORY     - Date     Condition        Report By
 HN0858  HISTORY     - 1959     MONUMENTED       USGS
 HN0858
 HN0858                          STATION DESCRIPTION
 HN0858
 HN0858'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0858'LOCATED ABOUT 4.8 MI. S. OF THE MOUTH OF THE DIRTY DEVIL RIVER, AND
 HN0858'1.5 MI. E-NE. OF WHITE CANYON POST OFFICE, ON A SMALL TOP DIRECTLY
 HN0858'S. AND ABOVE THE RD. FROM WHITE CANYON TO THE BRIDGES.
 HN0858'
 HN0858'STATION REACHED BY HELICOPTER.
 HN0858'
 HN0858'STATION MARK--STANDARD TABLET, STAMPED ---ET U 167 1959---, CEMENTED
 HN0858'IN DRILL HOLE IN TOP SOLID ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0861 ***********************************************************************
 HN0861  DESIGNATION -  ET U 168
 HN0861  PID         -  HN0861
 HN0861  STATE/COUNTY-  UT/GARFIELD
 HN0861  COUNTRY     -  US
 HN0861  USGS QUAD   -  HITE SOUTH (2017)
 HN0861
 HN0861                         *CURRENT SURVEY CONTROL
 HN0861  ______________________________________________________________________
 HN0861* NAD 83(1994) POSITION- 37 49 28.66602(N) 110 26 43.04966(W)   ADJUSTED
 HN0861* NAVD 88 ORTHO HEIGHT -  1444.0   (meters)     4738.    (feet) VERTCON3
 HN0861  ______________________________________________________________________
 HN0861  GEOID HEIGHT    -        -21.201 (meters)                     GEOID18
 HN0861  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 HN0861  HORZ ORDER      -  THIRD
 HN0861
 HN0861.The horizontal coordinates were established by classical geodetic methods
 HN0861.and adjusted by the National Geodetic Survey in November 1997.
 HN0861
 HN0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0861
 HN0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0861.GEOID18 height accuracy estimate available here.
 HN0861
 HN0861.Click photographs - Photos may exist for this station.
 HN0861
 HN0861.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0861
 HN0861. The following values were computed from the NAD 83(1994) position.
 HN0861
 HN0861;                    North         East     Units Scale Factor Converg.
 HN0861;SPC UT S     - 3,129,038.483   592,851.339   MT  0.99995155   +0 38 46.3
 HN0861;SPC UT S     -10,265,853.76  1,945,046.43   sFT  0.99995155   +0 38 46.3
 HN0861;UTM  12      - 4,186,502.505   548,817.858   MT  0.99962935   +0 20 24.6
 HN0861
 HN0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0861!SPC UT S     -   0.99977679  x   0.99995155  =   0.99972835
 HN0861!UTM  12      -   0.99977679  x   0.99962935  =   0.99940623
 HN0861
 HN0861:                Primary Azimuth Mark                     Grid Az
 HN0861:SPC UT S     -  GAUGE                                    164 00 31.9
 HN0861:UTM  12      -  GAUGE                                    164 18 53.6
 HN0861
 HN0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG4881786502(NAD 83)
 HN0861
 HN0861|---------------------------------------------------------------------|
 HN0861| PID    Reference Object                     Distance      Geod. Az  |
 HN0861|                                                           dddmmss.s |
 HN0861| HN0019 GAUGE                               APPROX. 1.7 KM 1643918.2 |
 HN0861|---------------------------------------------------------------------|
 HN0861
 HN0861                          SUPERSEDED SURVEY CONTROL
 HN0861
 HN0861  NAD 83(1986)-  37 49 28.66055(N)    110 26 43.04949(W) AD(       ) 3
 HN0861  NAD 27      -  37 49 28.69937(N)    110 26 40.53619(W) AD(       ) 3
 HN0861  NGVD 29 (07/19/86) 1443.0    (m)         4734.     (f) VERT ANG       
 HN0861
 HN0861.Superseded values are not recommended for survey control.
 HN0861
 HN0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0861.See file dsdata.pdf to determine how the superseded data were derived.
 HN0861
 HN0861_MARKER: DD = SURVEY DISK
 HN0861_SETTING: 66 = SET IN ROCK OUTCROP
 HN0861_STAMPING: ET U 168 1959
 HN0861_MARK LOGO: USGS
 HN0861_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0861+STABILITY: POSITION/ELEVATION WELL
 HN0861
 HN0861  HISTORY     - Date     Condition        Report By
 HN0861  HISTORY     - 1959     MONUMENTED       USGS
 HN0861
 HN0861                          STATION DESCRIPTION
 HN0861
 HN0861'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0861'LOCATED ABOUT 1.2 MI. N. OF HITE AND 0.5 MI. W. OF THE COLORADO RIVER,
 HN0861'ON THE TOP OF A HIGH PROMINENT POINT.
 HN0861'
 HN0861'STATION REACHED BY HELICOPTER.
 HN0861'
 HN0861'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 168 1959---,
 HN0861'CEMENTED IN DRILL HOLE IN SANDSTONE TOP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0860 ***********************************************************************
 HN0860  DESIGNATION -  ET U 169
 HN0860  PID         -  HN0860
 HN0860  STATE/COUNTY-  UT/SAN JUAN
 HN0860  COUNTRY     -  US
 HN0860  USGS QUAD   -  HITE SOUTH (2017)
 HN0860
 HN0860                         *CURRENT SURVEY CONTROL
 HN0860  ______________________________________________________________________
 HN0860* NAD 83(1994) POSITION- 37 47 56.41464(N) 110 26 30.73015(W)   ADJUSTED
 HN0860* NAVD 88 ORTHO HEIGHT -  1508.1   (meters)     4948.    (feet) VERTCON3
 HN0860  ______________________________________________________________________
 HN0860  GEOID HEIGHT    -        -21.245 (meters)                     GEOID18
 HN0860  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 HN0860  HORZ ORDER      -  THIRD
 HN0860
 HN0860.The horizontal coordinates were established by classical geodetic methods
 HN0860.and adjusted by the National Geodetic Survey in November 1997.
 HN0860
 HN0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0860
 HN0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0860.GEOID18 height accuracy estimate available here.
 HN0860
 HN0860.Click photographs - Photos may exist for this station.
 HN0860
 HN0860.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0860
 HN0860. The following values were computed from the NAD 83(1994) position.
 HN0860
 HN0860;                    North         East     Units Scale Factor Converg.
 HN0860;SPC UT S     - 3,126,197.971   593,184.771   MT  0.99995133   +0 38 53.9
 HN0860;SPC UT S     -10,256,534.51  1,946,140.37   sFT  0.99995133   +0 38 53.9
 HN0860;UTM  12      - 4,183,661.167   549,136.005   MT  0.99962974   +0 20 31.5
 HN0860
 HN0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0860!SPC UT S     -   0.99976673  x   0.99995133  =   0.99971807
 HN0860!UTM  12      -   0.99976673  x   0.99962974  =   0.99939656
 HN0860
 HN0860:                Primary Azimuth Mark                     Grid Az
 HN0860:SPC UT S     -  GAUGE                                    006 56 06.6
 HN0860:UTM  12      -  GAUGE                                    007 14 29.0
 HN0860
 HN0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG4913683661(NAD 83)
 HN0860
 HN0860|---------------------------------------------------------------------|
 HN0860| PID    Reference Object                     Distance      Geod. Az  |
 HN0860|                                                           dddmmss.s |
 HN0860| HN0019 GAUGE                               APPROX. 1.2 KM 0073500.5 |
 HN0860|---------------------------------------------------------------------|
 HN0860
 HN0860                          SUPERSEDED SURVEY CONTROL
 HN0860
 HN0860  NAD 83(1986)-  37 47 56.40900(N)    110 26 30.72984(W) AD(       ) 3
 HN0860  NAD 27      -  37 47 56.45287(N)    110 26 28.21825(W) AD(       ) 3
 HN0860  NGVD 29 (07/19/86) 1507.2    (m)         4945.     (f) VERT ANG       
 HN0860
 HN0860.Superseded values are not recommended for survey control.
 HN0860
 HN0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0860.See file dsdata.pdf to determine how the superseded data were derived.
 HN0860
 HN0860_MARKER: DD = SURVEY DISK
 HN0860_SETTING: 66 = SET IN ROCK OUTCROP
 HN0860_STAMPING: ET U 169 1959
 HN0860_MARK LOGO: USGS
 HN0860_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0860+STABILITY: POSITION/ELEVATION WELL
 HN0860
 HN0860  HISTORY     - Date     Condition        Report By
 HN0860  HISTORY     - 1959     MONUMENTED       USGS
 HN0860
 HN0860                          STATION DESCRIPTION
 HN0860
 HN0860'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0860'LOCATED ABOUT 0.5 MI. S-SW. OF HITE FERRY, ON THE S. SIDE AND
 HN0860'OVERLOOKING THE COLORADO RIVER.
 HN0860'
 HN0860'STATION REACHED BY HELICOPTER.
 HN0860'
 HN0860'STATION MARK--STANDARD TABLET, STAMPED ---ET U 169 1959---, CEMENTED
 HN0860'IN TOP OF FLAT LIMESTONE ABOUT FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0735 ***********************************************************************
 HN0735  DESIGNATION -  ET U 17
 HN0735  PID         -  HN0735
 HN0735  STATE/COUNTY-  UT/SAN JUAN
 HN0735  COUNTRY     -  US
 HN0735  USGS QUAD   -  GREGORY BUTTE (2017)
 HN0735
 HN0735                         *CURRENT SURVEY CONTROL
 HN0735  ______________________________________________________________________
 HN0735* NAD 83(1994) POSITION- 37 00 30.47045(N) 111 13 52.41818(W)   ADJUSTED
 HN0735* NAVD 88 ORTHO HEIGHT -  1520.8   (meters)     4989.    (feet) VERTCON3
 HN0735  ______________________________________________________________________
 HN0735  GEOID HEIGHT    -        -23.372 (meters)                     GEOID18
 HN0735  LAPLACE CORR    -          8.37  (seconds)                    DEFLEC18
 HN0735  HORZ ORDER      -  THIRD
 HN0735
 HN0735.The horizontal coordinates were established by classical geodetic methods
 HN0735.and adjusted by the National Geodetic Survey in November 1997.
 HN0735
 HN0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0735
 HN0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0735.GEOID18 height accuracy estimate available here.
 HN0735
 HN0735.Click photographs - Photos may exist for this station.
 HN0735
 HN0735.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0735
 HN0735. The following values were computed from the NAD 83(1994) position.
 HN0735
 HN0735;                    North         East     Units Scale Factor Converg.
 HN0735;SPC UT S     - 3,037,968.542   523,922.235   MT  1.00004222   +0 09 52.8
 HN0735;SPC UT S     - 9,967,068.46  1,718,901.53   sFT  1.00004222   +0 09 52.8
 HN0735;UTM  12      - 4,095,836.298   479,428.572   MT  0.99960521   -0 08 21.1
 HN0735
 HN0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0735!SPC UT S     -   0.99976506  x   1.00004222  =   0.99980727
 HN0735!UTM  12      -   0.99976506  x   0.99960521  =   0.99937036
 HN0735
 HN0735:                Primary Azimuth Mark                     Grid Az
 HN0735:SPC UT S     -  ET A 20                                  206 58 26.3
 HN0735:UTM  12      -  ET A 20                                  207 16 40.2
 HN0735
 HN0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7942895836(NAD 83)
 HN0735
 HN0735|---------------------------------------------------------------------|
 HN0735| PID    Reference Object                     Distance      Geod. Az  |
 HN0735|                                                           dddmmss.s |
 HN0735| GP0554 ET A 20                             APPROX. 1.6 KM 2070819.1 |
 HN0735|---------------------------------------------------------------------|
 HN0735
 HN0735                          SUPERSEDED SURVEY CONTROL
 HN0735
 HN0735  NAD 83(1992)-  37 00 30.46937(N)    111 13 52.41865(W) AD(       ) 3
 HN0735  NAD 83(1986)-  37 00 30.46387(N)    111 13 52.41988(W) AD(       ) 3
 HN0735  NAD 27      -  37 00 30.49655(N)    111 13 49.88029(W) AD(       ) 3
 HN0735  NGVD 29 (07/19/86) 1519.8    (m)         4986.     (f) VERT ANG       
 HN0735
 HN0735.Superseded values are not recommended for survey control.
 HN0735
 HN0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0735.See file dsdata.pdf to determine how the superseded data were derived.
 HN0735
 HN0735_MARKER: DD = SURVEY DISK
 HN0735_SETTING: 66 = SET IN ROCK OUTCROP
 HN0735_STAMPING: ET U 17 1959
 HN0735_MARK LOGO: USGS
 HN0735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0735+STABILITY: POSITION/ELEVATION WELL
 HN0735
 HN0735  HISTORY     - Date     Condition        Report By
 HN0735  HISTORY     - 1959     MONUMENTED       USGS
 HN0735
 HN0735                          STATION DESCRIPTION
 HN0735
 HN0735'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0735'LOCATED ABOUT 15.1 MI. NE. OF GLEN CANYON DAM AND 1.1 MI. SE. OF
 HN0735'MESKIN BAR ON THE COLORADO RIVER, ON THE SW. TIP OF A PROMINENT MESA.
 HN0735'
 HN0735'STATION REACHED BY HELICOPTER.
 HN0735'
 HN0735'STATION MARK--STANDARD TABLET, STAMPED ---ET U 17 1959---, CEMENTED
 HN0735'IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0863 ***********************************************************************
 HN0863  DESIGNATION -  ET U 170
 HN0863  PID         -  HN0863
 HN0863  STATE/COUNTY-  UT/GARFIELD
 HN0863  COUNTRY     -  US
 HN0863  USGS QUAD   -  HITE SOUTH (2017)
 HN0863
 HN0863                         *CURRENT SURVEY CONTROL
 HN0863  ______________________________________________________________________
 HN0863* NAD 83(1994) POSITION- 37 47 20.31255(N) 110 29 06.00493(W)   ADJUSTED
 HN0863* NAVD 88 ORTHO HEIGHT -  1511.5   (meters)     4959.    (feet) VERTCON3
 HN0863  ______________________________________________________________________
 HN0863  GEOID HEIGHT    -        -21.270 (meters)                     GEOID18
 HN0863  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 HN0863  HORZ ORDER      -  THIRD
 HN0863
 HN0863.The horizontal coordinates were established by classical geodetic methods
 HN0863.and adjusted by the National Geodetic Survey in November 1997.
 HN0863
 HN0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0863
 HN0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0863.GEOID18 height accuracy estimate available here.
 HN0863
 HN0863.Click photographs - Photos may exist for this station.
 HN0863
 HN0863.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0863
 HN0863. The following values were computed from the NAD 83(1994) position.
 HN0863
 HN0863;                    North         East     Units Scale Factor Converg.
 HN0863;SPC UT S     - 3,125,042.914   589,398.573   MT  0.99995130   +0 37 18.8
 HN0863;SPC UT S     -10,252,744.96  1,933,718.48   sFT  0.99995130   +0 37 18.8
 HN0863;UTM  12      - 4,182,526.732   545,344.916   MT  0.99962532   +0 18 56.1
 HN0863
 HN0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0863!SPC UT S     -   0.99976621  x   0.99995130  =   0.99971753
 HN0863!UTM  12      -   0.99976621  x   0.99962532  =   0.99939162
 HN0863
 HN0863:                Primary Azimuth Mark                     Grid Az
 HN0863:SPC UT S     -  TRACHYTE=ET U 171                        345 19 21.2
 HN0863:UTM  12      -  TRACHYTE=ET U 171                        345 37 43.9
 HN0863
 HN0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG4534482526(NAD 83)
 HN0863
 HN0863|---------------------------------------------------------------------|
 HN0863| PID    Reference Object                     Distance      Geod. Az  |
 HN0863|                                                           dddmmss.s |
 HN0863| HN0855 TRACHYTE=ET U 171                   APPROX. 3.0 KM 3455640.0 |
 HN0863|---------------------------------------------------------------------|
 HN0863
 HN0863                          SUPERSEDED SURVEY CONTROL
 HN0863
 HN0863  NAD 83(1986)-  37 47 20.30690(N)    110 29 06.00456(W) AD(       ) 3
 HN0863  NAD 27      -  37 47 20.34661(N)    110 29 03.49062(W) AD(       ) 3
 HN0863  NGVD 29 (07/19/86) 1510.5    (m)         4956.     (f) VERT ANG       
 HN0863
 HN0863.Superseded values are not recommended for survey control.
 HN0863
 HN0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0863.See file dsdata.pdf to determine how the superseded data were derived.
 HN0863
 HN0863_MARKER: DD = SURVEY DISK
 HN0863_SETTING: 66 = SET IN ROCK OUTCROP
 HN0863_STAMPING: ET U 170 1959
 HN0863_MARK LOGO: USGS
 HN0863_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0863+STABILITY: POSITION/ELEVATION WELL
 HN0863
 HN0863  HISTORY     - Date     Condition        Report By
 HN0863  HISTORY     - 1959     MONUMENTED       USGS
 HN0863
 HN0863                          STATION DESCRIPTION
 HN0863
 HN0863'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0863'LOCATED ABOUT 0.8 MI. W. OF THE COLORADO RIVER AND 2.0 MI. SW. OF
 HN0863'THE CONFLUENCE OF TRACHYTE CREEK, ON THE EASTERN END OF A RED,
 HN0863'SANDSTONE RIDGE.
 HN0863'
 HN0863'STATION REACHED BY HELICOPTER.
 HN0863'
 HN0863'STATION MARK--STANDARD TABLET, STAMPED ---ET U 170 1959---, CEMENTED
 HN0863'IN DRILL HOLE IN BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0857 ***********************************************************************
 HN0857  DESIGNATION -  ET U 173
 HN0857  PID         -  HN0857
 HN0857  STATE/COUNTY-  UT/SAN JUAN
 HN0857  COUNTRY     -  US
 HN0857  USGS QUAD   -  HITE SOUTH (2017)
 HN0857
 HN0857                         *CURRENT SURVEY CONTROL
 HN0857  ______________________________________________________________________
 HN0857* NAD 83(1994) POSITION- 37 50 48.64678(N) 110 23 59.80466(W)   ADJUSTED
 HN0857* NAVD 88 ORTHO HEIGHT -  1264.8   (meters)     4150.    (feet) VERTCON3
 HN0857  ______________________________________________________________________
 HN0857  GEOID HEIGHT    -        -21.157 (meters)                     GEOID18
 HN0857  LAPLACE CORR    -          3.61  (seconds)                    DEFLEC18
 HN0857  HORZ ORDER      -  THIRD
 HN0857
 HN0857.The horizontal coordinates were established by classical geodetic methods
 HN0857.and adjusted by the National Geodetic Survey in November 1997.
 HN0857
 HN0857.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0857
 HN0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0857.GEOID18 height accuracy estimate available here.
 HN0857
 HN0857.Click photographs - Photos may exist for this station.
 HN0857
 HN0857.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0857
 HN0857. The following values were computed from the NAD 83(1994) position.
 HN0857
 HN0857;                    North         East     Units Scale Factor Converg.
 HN0857;SPC UT S     - 3,131,550.111   596,814.178   MT  0.99995189   +0 40 26.4
 HN0857;SPC UT S     -10,274,093.99  1,958,047.85   sFT  0.99995189   +0 40 26.4
 HN0857;UTM  12      - 4,188,992.142   552,792.778   MT  0.99963433   +0 22 05.4
 HN0857
 HN0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0857!SPC UT S     -   0.99980490  x   0.99995189  =   0.99975680
 HN0857!UTM  12      -   0.99980490  x   0.99963433  =   0.99943930
 HN0857
 HN0857:                Primary Azimuth Mark                     Grid Az
 HN0857:SPC UT S     -  ET U 167                                 189 05 50.5
 HN0857:UTM  12      -  ET U 167                                 189 24 11.5
 HN0857
 HN0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG5279288992(NAD 83)
 HN0857
 HN0857|---------------------------------------------------------------------|
 HN0857| PID    Reference Object                     Distance      Geod. Az  |
 HN0857|                                                           dddmmss.s |
 HN0857| HN0858 ET U 167                            APPROX. 3.2 KM 1894616.9 |
 HN0857|---------------------------------------------------------------------|
 HN0857
 HN0857                          SUPERSEDED SURVEY CONTROL
 HN0857
 HN0857  NAD 83(1986)-  37 50 48.64125(N)    110 23 59.80438(W) AD(       ) 3
 HN0857  NAD 27      -  37 50 48.67967(N)    110 23 57.29496(W) AD(       ) 3
 HN0857  NGVD 29 (07/19/86) 1263.8    (m)         4146.     (f) VERT ANG       
 HN0857
 HN0857.Superseded values are not recommended for survey control.
 HN0857
 HN0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0857.See file dsdata.pdf to determine how the superseded data were derived.
 HN0857
 HN0857_MARKER: DD = SURVEY DISK
 HN0857_SETTING: 66 = SET IN ROCK OUTCROP
 HN0857_STAMPING: ET U 173 1959
 HN0857_MARK LOGO: USGS
 HN0857_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0857+STABILITY: POSITION/ELEVATION WELL
 HN0857
 HN0857  HISTORY     - Date     Condition        Report By
 HN0857  HISTORY     - 1959     MONUMENTED       USGS
 HN0857
 HN0857                          STATION DESCRIPTION
 HN0857
 HN0857'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0857'LOCATED ABOUT 3.8 MI. NE. OF HITE, 0.2 MI. SE. OF THE COLORADO RIVER
 HN0857'AT THE NEAREST POINT, AND 1.0 MI. S. AND SLIGHTLY E. OF THE MOUTH OF
 HN0857'NORTH WASH ON THE COLORADO RIVER, ON THE FLAT ABOVE BROWNS RIM
 HN0857'(TOWARD ITS WESTERN END).
 HN0857'
 HN0857'STATION REACHED BY HELICOPTER.
 HN0857'
 HN0857'STATION MARK--STANDARD TABLET, STAMPED ---ET U 173 1959---, CEMENTED
 HN0857'IN SCALING, ROCKY OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0869 ***********************************************************************
 HN0869  DESIGNATION -  ET U 175
 HN0869  PID         -  HN0869
 HN0869  STATE/COUNTY-  UT/GARFIELD
 HN0869  COUNTRY     -  US
 HN0869  USGS QUAD   -  HITE NORTH (2017)
 HN0869
 HN0869                         *CURRENT SURVEY CONTROL
 HN0869  ______________________________________________________________________
 HN0869* NAD 83(1994) POSITION- 37 53 50.21507(N) 110 24 01.01801(W)   ADJUSTED
 HN0869* NAVD 88 ORTHO HEIGHT -  1306.9   (meters)     4288.    (feet) VERTCON3
 HN0869  ______________________________________________________________________
 HN0869  GEOID HEIGHT    -        -21.053 (meters)                     GEOID18
 HN0869  LAPLACE CORR    -         -3.97  (seconds)                    DEFLEC18
 HN0869  HORZ ORDER      -  THIRD
 HN0869
 HN0869.The horizontal coordinates were established by classical geodetic methods
 HN0869.and adjusted by the National Geodetic Survey in November 1997.
 HN0869
 HN0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0869
 HN0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0869.GEOID18 height accuracy estimate available here.
 HN0869
 HN0869.Click photographs - Photos may exist for this station.
 HN0869
 HN0869.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0869
 HN0869. The following values were computed from the NAD 83(1994) position.
 HN0869
 HN0869;                    North         East     Units Scale Factor Converg.
 HN0869;SPC UT S     - 3,137,147.166   596,718.690   MT  0.99995324   +0 40 25.6
 HN0869;SPC UT S     -10,292,456.99  1,957,734.57   sFT  0.99995324   +0 40 25.6
 HN0869;UTM  12      - 4,194,587.844   552,727.166   MT  0.99963424   +0 22 06.2
 HN0869
 HN0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0869!SPC UT S     -   0.99979828  x   0.99995324  =   0.99975153
 HN0869!UTM  12      -   0.99979828  x   0.99963424  =   0.99943259
 HN0869
 HN0869:                Primary Azimuth Mark                     Grid Az
 HN0869:SPC UT S     -  ET U 181                                 014 00 43.4
 HN0869:UTM  12      -  ET U 181                                 014 19 02.8
 HN0869
 HN0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG5272794587(NAD 83)
 HN0869
 HN0869|---------------------------------------------------------------------|
 HN0869| PID    Reference Object                     Distance      Geod. Az  |
 HN0869|                                                           dddmmss.s |
 HN0869| HN0867 ET U 181                            APPROX. 4.0 KM 0144109.0 |
 HN0869|---------------------------------------------------------------------|
 HN0869
 HN0869                          SUPERSEDED SURVEY CONTROL
 HN0869
 HN0869  NAD 83(1986)-  37 53 50.20877(N)    110 24 01.01783(W) AD(       ) 3
 HN0869  NAD 27      -  37 53 50.25370(N)    110 23 58.50881(W) AD(       ) 3
 HN0869  NGVD 29 (07/19/86) 1305.9    (m)         4284.     (f) VERT ANG       
 HN0869
 HN0869.Superseded values are not recommended for survey control.
 HN0869
 HN0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0869.See file dsdata.pdf to determine how the superseded data were derived.
 HN0869
 HN0869_MARKER: DD = SURVEY DISK
 HN0869_SETTING: 66 = SET IN ROCK OUTCROP
 HN0869_STAMPING: ET U 175 1959
 HN0869_MARK LOGO: USGS
 HN0869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0869+STABILITY: POSITION/ELEVATION WELL
 HN0869
 HN0869  HISTORY     - Date     Condition        Report By
 HN0869  HISTORY     - 1959     MONUMENTED       USGS
 HN0869
 HN0869                          STATION DESCRIPTION
 HN0869
 HN0869'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0869'LOCATED ABOUT 6.5 MI. NE. BY N. OF HITE, 0.8 MI. NW. OF THE MOUTH OF
 HN0869'THE DIRTY DEVIL RIVER, AND 0.5 MI. W. OF THE DIRTY DEVIL AT THE
 HN0869'NEAREST POINT, ON A ROCKY TABLELAND.
 HN0869'
 HN0869'STATION REACHED BY HELICOPTER.
 HN0869'
 HN0869'STATION MARK--STANDARD TABLET, STAMPED ---ET U 175 1959---, CEMENTED
 HN0869'IN ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0849 ***********************************************************************
 HN0849  DESIGNATION -  ET U 176
 HN0849  PID         -  HN0849
 HN0849  STATE/COUNTY-  UT/GARFIELD
 HN0849  COUNTRY     -  US
 HN0849  USGS QUAD   -  SEWING MACHINE (2017)
 HN0849
 HN0849                         *CURRENT SURVEY CONTROL
 HN0849  ______________________________________________________________________
 HN0849* NAD 83(1994) POSITION- 37 55 08.97162(N) 110 21 18.56281(W)   ADJUSTED
 HN0849* NAVD 88 ORTHO HEIGHT -  1575.2   (meters)     5168.    (feet) VERTCON3
 HN0849  ______________________________________________________________________
 HN0849  GEOID HEIGHT    -        -20.967 (meters)                     GEOID18
 HN0849  LAPLACE CORR    -          3.91  (seconds)                    DEFLEC18
 HN0849  HORZ ORDER      -  THIRD
 HN0849
 HN0849.The horizontal coordinates were established by classical geodetic methods
 HN0849.and adjusted by the National Geodetic Survey in November 1997.
 HN0849
 HN0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0849
 HN0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0849.GEOID18 height accuracy estimate available here.
 HN0849
 HN0849.Click photographs - Photos may exist for this station.
 HN0849
 HN0849.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0849
 HN0849. The following values were computed from the NAD 83(1994) position.
 HN0849
 HN0849;                    North         East     Units Scale Factor Converg.
 HN0849;SPC UT S     - 3,139,622.713   600,657.582   MT  0.99995407   +0 42 05.2
 HN0849;SPC UT S     -10,300,578.85  1,970,657.42   sFT  0.99995407   +0 42 05.2
 HN0849;UTM  12      - 4,197,041.593   556,677.940   MT  0.99963956   +0 23 46.7
 HN0849
 HN0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0849!SPC UT S     -   0.99975618  x   0.99995407  =   0.99971026
 HN0849!UTM  12      -   0.99975618  x   0.99963956  =   0.99939583
 HN0849
 HN0849:                Primary Azimuth Mark                     Grid Az
 HN0849:SPC UT S     -  ET U 175                                 237 51 04.2
 HN0849:UTM  12      -  ET U 175                                 238 09 22.7
 HN0849
 HN0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG5667797041(NAD 83)
 HN0849
 HN0849|---------------------------------------------------------------------|
 HN0849| PID    Reference Object                     Distance      Geod. Az  |
 HN0849|                                                           dddmmss.s |
 HN0849| HN0869 ET U 175                            APPROX. 4.7 KM 2383309.4 |
 HN0849|---------------------------------------------------------------------|
 HN0849
 HN0849                          SUPERSEDED SURVEY CONTROL
 HN0849
 HN0849  NAD 83(1986)-  37 55 08.96521(N)    110 21 18.56254(W) AD(       ) 3
 HN0849  NAD 27      -  37 55 09.01022(N)    110 21 16.05880(W) AD(       ) 3
 HN0849  NGVD 29 (07/19/86) 1574.2    (m)         5165.     (f) VERT ANG       
 HN0849
 HN0849.Superseded values are not recommended for survey control.
 HN0849
 HN0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0849.See file dsdata.pdf to determine how the superseded data were derived.
 HN0849
 HN0849_MARKER: DD = SURVEY DISK
 HN0849_SETTING: 66 = SET IN ROCK OUTCROP
 HN0849_STAMPING: ET U 176 1959
 HN0849_MARK LOGO: USGS
 HN0849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0849+STABILITY: POSITION/ELEVATION WELL
 HN0849
 HN0849  HISTORY     - Date     Condition        Report By
 HN0849  HISTORY     - 1959     MONUMENTED       USGS
 HN0849
 HN0849                          STATION DESCRIPTION
 HN0849
 HN0849'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0849'LOCATED ABOUT 2.0 MI. W. OF THE COLORADO RIVER AND 1.5 MI. E. OF THE
 HN0849'DIRTY DEVIL RIVER, NEAR SOUTHERN POINT OF THE RED BENCHES.
 HN0849'
 HN0849'STATION REACHED BY HELICOPTER.
 HN0849'
 HN0849'STATION MARK--STANDARD TABLET, STAMPED ---ET U 176 1959---, CEMENTED
 HN0849'IN ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0853 ***********************************************************************
 HN0853  DESIGNATION -  ET U 178
 HN0853  PID         -  HN0853
 HN0853  STATE/COUNTY-  UT/GARFIELD
 HN0853  COUNTRY     -  US
 HN0853  USGS QUAD   -  COPPER POINT (2017)
 HN0853
 HN0853                         *CURRENT SURVEY CONTROL
 HN0853  ______________________________________________________________________
 HN0853* NAD 83(1994) POSITION- 37 52 28.35631(N) 110 17 01.26706(W)   ADJUSTED
 HN0853* NAVD 88 ORTHO HEIGHT -  1464.3   (meters)     4804.    (feet) VERTCON3
 HN0853  ______________________________________________________________________
 HN0853  GEOID HEIGHT    -        -20.906 (meters)                     GEOID18
 HN0853  LAPLACE CORR    -          7.47  (seconds)                    DEFLEC18
 HN0853  HORZ ORDER      -  THIRD
 HN0853
 HN0853.The horizontal coordinates were established by classical geodetic methods
 HN0853.and adjusted by the National Geodetic Survey in November 1997.
 HN0853
 HN0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0853
 HN0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0853.GEOID18 height accuracy estimate available here.
 HN0853
 HN0853.Click photographs - Photos may exist for this station.
 HN0853
 HN0853.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0853
 HN0853. The following values were computed from the NAD 83(1994) position.
 HN0853
 HN0853;                    North         East     Units Scale Factor Converg.
 HN0853;SPC UT S     - 3,134,750.632   607,005.559   MT  0.99995254   +0 44 42.8
 HN0853;SPC UT S     -10,284,594.37  1,991,484.07   sFT  0.99995254   +0 44 42.8
 HN0853;UTM  12      - 4,192,137.276   562,997.914   MT  0.99964888   +0 26 23.2
 HN0853
 HN0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0853!SPC UT S     -   0.99977356  x   0.99995254  =   0.99972611
 HN0853!UTM  12      -   0.99977356  x   0.99964888  =   0.99942252
 HN0853
 HN0853:                Primary Azimuth Mark                     Grid Az
 HN0853:SPC UT S     -  ET U 203                                 012 09 55.4
 HN0853:UTM  12      -  ET U 203                                 012 28 15.0
 HN0853
 HN0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG6299792137(NAD 83)
 HN0853
 HN0853|---------------------------------------------------------------------|
 HN0853| PID    Reference Object                     Distance      Geod. Az  |
 HN0853|                                                           dddmmss.s |
 HN0853| HN0847 ET U 203                            APPROX. 2.6 KM 0125438.2 |
 HN0853|---------------------------------------------------------------------|
 HN0853
 HN0853                          SUPERSEDED SURVEY CONTROL
 HN0853
 HN0853  NAD 83(1986)-  37 52 28.34981(N)    110 17 01.26730(W) AD(       ) 3
 HN0853  NAD 27      -  37 52 28.39215(N)    110 16 58.77233(W) AD(       ) 3
 HN0853  NGVD 29 (07/19/86) 1463.3    (m)         4801.     (f) VERT ANG       
 HN0853
 HN0853.Superseded values are not recommended for survey control.
 HN0853
 HN0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0853.See file dsdata.pdf to determine how the superseded data were derived.
 HN0853
 HN0853_MARKER: DD = SURVEY DISK
 HN0853_SETTING: 66 = SET IN ROCK OUTCROP
 HN0853_STAMPING: ET U 178 1959
 HN0853_MARK LOGO: USGS
 HN0853_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0853+STABILITY: POSITION/ELEVATION WELL
 HN0853
 HN0853  HISTORY     - Date     Condition        Report By
 HN0853  HISTORY     - 1959     MONUMENTED       USGS
 HN0853
 HN0853                          STATION DESCRIPTION
 HN0853
 HN0853'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0853'LOCATED ABOUT 8.7 MI. NE. OF HITE AT MILLE CRAG BEND, ON THE HIGHEST
 HN0853'OF FOUR SANDSTONE KNOBS AT THE EDGE OF THE CANYON ON THE COLORADO
 HN0853'RIVER.
 HN0853'
 HN0853'STATION REACHED BY HELICOPTER.
 HN0853'
 HN0853'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 178 1959---,
 HN0853'CEMENTED IN DRILL HOLE IN SANDSTONE TOP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0734 ***********************************************************************
 HN0734  DESIGNATION -  ET U 18
 HN0734  PID         -  HN0734
 HN0734  STATE/COUNTY-  UT/SAN JUAN
 HN0734  COUNTRY     -  US
 HN0734  USGS QUAD   -  GREGORY BUTTE (2017)
 HN0734
 HN0734                         *CURRENT SURVEY CONTROL
 HN0734  ______________________________________________________________________
 HN0734* NAD 83(1994) POSITION- 37 03 16.51444(N) 111 13 47.84033(W)   ADJUSTED
 HN0734* NAVD 88 ORTHO HEIGHT -  1418.7   (meters)     4655.    (feet) VERTCON3
 HN0734  ______________________________________________________________________
 HN0734  GEOID HEIGHT    -        -23.312 (meters)                     GEOID18
 HN0734  LAPLACE CORR    -          2.34  (seconds)                    DEFLEC18
 HN0734  HORZ ORDER      -  THIRD
 HN0734
 HN0734.The horizontal coordinates were established by classical geodetic methods
 HN0734.and adjusted by the National Geodetic Survey in November 1997.
 HN0734
 HN0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0734
 HN0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0734.GEOID18 height accuracy estimate available here.
 HN0734
 HN0734.Click photographs - Photos may exist for this station.
 HN0734
 HN0734.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0734
 HN0734. The following values were computed from the NAD 83(1994) position.
 HN0734
 HN0734;                    North         East     Units Scale Factor Converg.
 HN0734;SPC UT S     - 3,043,087.721   524,020.634   MT  1.00003174   +0 09 55.6
 HN0734;SPC UT S     - 9,983,863.63  1,719,224.36   sFT  1.00003174   +0 09 55.6
 HN0734;UTM  12      - 4,100,952.673   479,554.071   MT  0.99960515   -0 08 18.8
 HN0734
 HN0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0734!SPC UT S     -   0.99978107  x   1.00003174  =   0.99981280
 HN0734!UTM  12      -   0.99978107  x   0.99960515  =   0.99938630
 HN0734
 HN0734:                Primary Azimuth Mark                     Grid Az
 HN0734:SPC UT S     -  ET U 16                                  238 21 29.6
 HN0734:UTM  12      -  ET U 16                                  238 39 44.0
 HN0734
 HN0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG7955400952(NAD 83)
 HN0734
 HN0734|---------------------------------------------------------------------|
 HN0734| PID    Reference Object                     Distance      Geod. Az  |
 HN0734|                                                           dddmmss.s |
 HN0734| HN0755 ET U 16                             APPROX. 5.1 KM 2383125.2 |
 HN0734|---------------------------------------------------------------------|
 HN0734
 HN0734                          SUPERSEDED SURVEY CONTROL
 HN0734
 HN0734  NAD 83(1992)-  37 03 16.51328(N)    111 13 47.84078(W) AD(       ) 3
 HN0734  NAD 83(1986)-  37 03 16.50752(N)    111 13 47.84257(W) AD(       ) 3
 HN0734  NAD 27      -  37 03 16.54179(N)    111 13 45.29731(W) AD(       ) 3
 HN0734  NGVD 29 (07/19/86) 1417.7    (m)         4651.     (f) VERT ANG       
 HN0734
 HN0734.Superseded values are not recommended for survey control.
 HN0734
 HN0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0734.See file dsdata.pdf to determine how the superseded data were derived.
 HN0734
 HN0734_MARKER: DD = SURVEY DISK
 HN0734_SETTING: 66 = SET IN ROCK OUTCROP
 HN0734_STAMPING: ET U 18 1959
 HN0734_MARK LOGO: USGS
 HN0734_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0734+STABILITY: POSITION/ELEVATION WELL
 HN0734
 HN0734  HISTORY     - Date     Condition        Report By
 HN0734  HISTORY     - 1959     MONUMENTED       USGS
 HN0734
 HN0734                          STATION DESCRIPTION
 HN0734
 HN0734'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0734'LOCATED ABOUT 3.7 MI. W. OF THE ---CROSSING OF THE FATHERS---, IN A
 HN0734'HORSESHOE BEND OF THE COLORADO RIVER, ON A HIGH PROMINENT TOP.
 HN0734'
 HN0734'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 18 1959---,
 HN0734'CEMENTED IN DRILL HOLE IN SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0848 ***********************************************************************
 HN0848  DESIGNATION -  ET U 180
 HN0848  PID         -  HN0848
 HN0848  STATE/COUNTY-  UT/SAN JUAN
 HN0848  COUNTRY     -  US
 HN0848  USGS QUAD   -  SEWING MACHINE (2017)
 HN0848
 HN0848                         *CURRENT SURVEY CONTROL
 HN0848  ______________________________________________________________________
 HN0848* NAD 83(1994) POSITION- 37 53 21.34981(N) 110 21 08.08015(W)   ADJUSTED
 HN0848* NAVD 88 ORTHO HEIGHT -  1320.0   (meters)     4331.    (feet) VERTCON3
 HN0848  ______________________________________________________________________
 HN0848  GEOID HEIGHT    -        -21.050 (meters)                     GEOID18
 HN0848  LAPLACE CORR    -          3.31  (seconds)                    DEFLEC18
 HN0848  HORZ ORDER      -  THIRD
 HN0848
 HN0848.The horizontal coordinates were established by classical geodetic methods
 HN0848.and adjusted by the National Geodetic Survey in November 1997.
 HN0848
 HN0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0848
 HN0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0848.GEOID18 height accuracy estimate available here.
 HN0848
 HN0848.Click photographs - Photos may exist for this station.
 HN0848
 HN0848.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0848
 HN0848. The following values were computed from the NAD 83(1994) position.
 HN0848
 HN0848;                    North         East     Units Scale Factor Converg.
 HN0848;SPC UT S     - 3,136,308.075   600,954.309   MT  0.99995298   +0 42 11.6
 HN0848;SPC UT S     -10,289,704.08  1,971,630.93   sFT  0.99995298   +0 42 11.6
 HN0848;UTM  12      - 4,193,726.462   556,956.916   MT  0.99963996   +0 23 52.2
 HN0848
 HN0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0848!SPC UT S     -   0.99979622  x   0.99995298  =   0.99974921
 HN0848!UTM  12      -   0.99979622  x   0.99963996  =   0.99943625
 HN0848
 HN0848:                Primary Azimuth Mark                     Grid Az
 HN0848:SPC UT S     -  MINE=ET U 179                            136 31 36.3
 HN0848:UTM  12      -  MINE=ET U 179                            136 49 55.7
 HN0848
 HN0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG5695693726(NAD 83)
 HN0848
 HN0848|---------------------------------------------------------------------|
 HN0848| PID    Reference Object                     Distance      Geod. Az  |
 HN0848|                                                           dddmmss.s |
 HN0848| HN0851 MINE=ET U 179                       APPROX. 4.1 KM 1371347.9 |
 HN0848|---------------------------------------------------------------------|
 HN0848
 HN0848                          SUPERSEDED SURVEY CONTROL
 HN0848
 HN0848  NAD 83(1986)-  37 53 21.34361(N)    110 21 08.08007(W) AD(       ) 3
 HN0848  NAD 27      -  37 53 21.38851(N)    110 21 05.57598(W) AD(       ) 3
 HN0848  NGVD 29 (07/19/86) 1319.0    (m)         4327.     (f) VERT ANG       
 HN0848
 HN0848.Superseded values are not recommended for survey control.
 HN0848
 HN0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0848.See file dsdata.pdf to determine how the superseded data were derived.
 HN0848
 HN0848_MARKER: DD = SURVEY DISK
 HN0848_SETTING: 66 = SET IN ROCK OUTCROP
 HN0848_STAMPING: ET U 180 1959
 HN0848_MARK LOGO: USGS
 HN0848_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0848+STABILITY: POSITION/ELEVATION WELL
 HN0848
 HN0848  HISTORY     - Date     Condition        Report By
 HN0848  HISTORY     - 1959     MONUMENTED       USGS
 HN0848
 HN0848                          STATION DESCRIPTION
 HN0848
 HN0848'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0848'LOCATED ABOUT 2.2 MI. E. OF THE MOUTH OF THE DIRTY DEVIL RIVER AND
 HN0848'0.9 MI. W-SW. OF THE JUNCTION OF ROCK CANYON AND THE COLORADO RIVER,
 HN0848'ON THE S. SIDE OF THE RIVER ON THE SECOND BENCH ABOVE THE RIVER.
 HN0848'
 HN0848'STATION REACHED BY HELICOPTER.
 HN0848'
 HN0848'STATION MARK--STANDARD TABLET, STAMPED ---ET U 180 1959---, CEMENTED
 HN0848'IN DRILL HOLE IN TOP OF SOLID ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0867 ***********************************************************************
 HN0867  DESIGNATION -  ET U 181
 HN0867  PID         -  HN0867
 HN0867  STATE/COUNTY-  UT/GARFIELD
 HN0867  COUNTRY     -  US
 HN0867  USGS QUAD   -  HITE NORTH (2017)
 HN0867
 HN0867                         *CURRENT SURVEY CONTROL
 HN0867  ______________________________________________________________________
 HN0867* NAD 83(1994) POSITION- 37 55 56.91733(N) 110 23 19.09263(W)   ADJUSTED
 HN0867* NAVD 88 ORTHO HEIGHT -  1385.9   (meters)     4547.    (feet) VERTCON3
 HN0867  ______________________________________________________________________
 HN0867  GEOID HEIGHT    -        -20.950 (meters)                     GEOID18
 HN0867  LAPLACE CORR    -         -7.33  (seconds)                    DEFLEC18
 HN0867  HORZ ORDER      -  THIRD
 HN0867
 HN0867.The horizontal coordinates were established by classical geodetic methods
 HN0867.and adjusted by the National Geodetic Survey in November 1997.
 HN0867
 HN0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0867
 HN0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0867.GEOID18 height accuracy estimate available here.
 HN0867
 HN0867.Click photographs - Photos may exist for this station.
 HN0867
 HN0867.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0867
 HN0867. The following values were computed from the NAD 83(1994) position.
 HN0867
 HN0867;                    North         East     Units Scale Factor Converg.
 HN0867;SPC UT S     - 3,141,065.291   597,696.464   MT  0.99995464   +0 40 51.3
 HN0867;SPC UT S     -10,305,311.71  1,960,942.48   sFT  0.99995464   +0 40 51.3
 HN0867;UTM  12      - 4,198,499.456   553,725.482   MT  0.99963555   +0 22 33.0
 HN0867
 HN0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0867!SPC UT S     -   0.99978587  x   0.99995464  =   0.99974052
 HN0867!UTM  12      -   0.99978587  x   0.99963555  =   0.99942150
 HN0867
 HN0867:                Primary Azimuth Mark                     Grid Az
 HN0867:SPC UT S     -  ET U 182                                 010 44 18.9
 HN0867:UTM  12      -  ET U 182                                 011 02 37.2
 HN0867
 HN0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG5372598499(NAD 83)
 HN0867
 HN0867|---------------------------------------------------------------------|
 HN0867| PID    Reference Object                     Distance      Geod. Az  |
 HN0867|                                                           dddmmss.s |
 HN0867| HN0866 ET U 182                            APPROX. 3.2 KM 0112510.2 |
 HN0867|---------------------------------------------------------------------|
 HN0867
 HN0867                          SUPERSEDED SURVEY CONTROL
 HN0867
 HN0867  NAD 83(1986)-  37 55 56.91098(N)    110 23 19.09228(W) AD(       ) 3
 HN0867  NAD 27      -  37 55 56.95594(N)    110 23 16.58412(W) AD(       ) 3
 HN0867  NGVD 29 (07/19/86) 1384.9    (m)         4544.     (f) VERT ANG       
 HN0867
 HN0867.Superseded values are not recommended for survey control.
 HN0867
 HN0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0867.See file dsdata.pdf to determine how the superseded data were derived.
 HN0867
 HN0867_MARKER: DD = SURVEY DISK
 HN0867_SETTING: 66 = SET IN ROCK OUTCROP
 HN0867_STAMPING: ET U 181 1959
 HN0867_MARK LOGO: USGS
 HN0867_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0867+STABILITY: POSITION/ELEVATION WELL
 HN0867
 HN0867  HISTORY     - Date     Condition        Report By
 HN0867  HISTORY     - 1959     MONUMENTED       USGS
 HN0867
 HN0867                          STATION DESCRIPTION
 HN0867
 HN0867'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0867'LOCATED ABOUT 4.0 MI. NW. OF THE JUNCTION OF ROCK CANYON AND THE
 HN0867'COLORADO RIVER, AND 3.2 MI. N. OF THE MOUTH OF THE DIRTY DEVIL
 HN0867'RIVER, ON A POINT OF A MESA ON THE W. SIDE OF THE DIRTY DEVIL
 HN0867'RIVER AND ON THE SECOND BENCH ABOVE THE DIRTY DEVIL RIVER.
 HN0867'
 HN0867'STATION REACHED BY HELICOPTER.
 HN0867'
 HN0867'STATION MARK--STANDARD TABLET, STAMPED ---ET U 181 1959---, CEMENTED
 HN0867'IN DRILL HOLE IN SOLID OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0866 ***********************************************************************
 HN0866  DESIGNATION -  ET U 182
 HN0866  PID         -  HN0866
 HN0866  STATE/COUNTY-  UT/GARFIELD
 HN0866  COUNTRY     -  US
 HN0866  USGS QUAD   -  HITE NORTH (2017)
 HN0866
 HN0866                         *CURRENT SURVEY CONTROL
 HN0866  ______________________________________________________________________
 HN0866* NAD 83(1994) POSITION- 37 57 39.77843(N) 110 22 52.85017(W)   ADJUSTED
 HN0866* NAVD 88 ORTHO HEIGHT -  1356.9   (meters)     4452.    (feet) VERTCON3
 HN0866  ______________________________________________________________________
 HN0866  GEOID HEIGHT    -        -20.855 (meters)                     GEOID18
 HN0866  LAPLACE CORR    -          4.02  (seconds)                    DEFLEC18
 HN0866  HORZ ORDER      -  THIRD
 HN0866
 HN0866.The horizontal coordinates were established by classical geodetic methods
 HN0866.and adjusted by the National Geodetic Survey in November 1997.
 HN0866
 HN0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0866
 HN0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0866.GEOID18 height accuracy estimate available here.
 HN0866
 HN0866.Click photographs - Photos may exist for this station.
 HN0866
 HN0866.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0866
 HN0866. The following values were computed from the NAD 83(1994) position.
 HN0866
 HN0866;                    North         East     Units Scale Factor Converg.
 HN0866;SPC UT S     - 3,144,243.984   598,299.303   MT  0.99995605   +0 41 07.4
 HN0866;SPC UT S     -10,315,740.47  1,962,920.30   sFT  0.99995605   +0 41 07.4
 HN0866;UTM  12      - 4,201,673.882   554,345.032   MT  0.99963637   +0 22 50.0
 HN0866
 HN0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0866!SPC UT S     -   0.99979040  x   0.99995605  =   0.99974646
 HN0866!UTM  12      -   0.99979040  x   0.99963637  =   0.99942685
 HN0866
 HN0866:                Primary Azimuth Mark                     Grid Az
 HN0866:SPC UT S     -  ET U 183                                 326 05 05.1
 HN0866:UTM  12      -  ET U 183                                 326 23 22.5
 HN0866
 HN0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH5434501673(NAD 83)
 HN0866
 HN0866|---------------------------------------------------------------------|
 HN0866| PID    Reference Object                     Distance      Geod. Az  |
 HN0866|                                                           dddmmss.s |
 HN0866| HN0868 ET U 183                            APPROX. 1.8 KM 3264612.5 |
 HN0866|---------------------------------------------------------------------|
 HN0866
 HN0866                          SUPERSEDED SURVEY CONTROL
 HN0866
 HN0866  NAD 83(1986)-  37 57 39.77191(N)    110 22 52.84969(W) AD(       ) 3
 HN0866  NAD 27      -  37 57 39.81683(N)    110 22 50.34216(W) AD(       ) 3
 HN0866  NGVD 29 (07/19/86) 1355.9    (m)         4448.     (f) VERT ANG       
 HN0866
 HN0866.Superseded values are not recommended for survey control.
 HN0866
 HN0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0866.See file dsdata.pdf to determine how the superseded data were derived.
 HN0866
 HN0866_MARKER: DD = SURVEY DISK
 HN0866_SETTING: 66 = SET IN ROCK OUTCROP
 HN0866_STAMPING: ET U 182 1959
 HN0866_MARK LOGO: USGS
 HN0866_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0866+STABILITY: POSITION/ELEVATION WELL
 HN0866
 HN0866  HISTORY     - Date     Condition        Report By
 HN0866  HISTORY     - 1959     MONUMENTED       USGS
 HN0866
 HN0866                          STATION DESCRIPTION
 HN0866
 HN0866'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0866'LOCATED ABOUT 5.0 MI. N. OF ITS CONFLUENCE WITH THE COLORADO RIVER,
 HN0866'0.6 MI. E. OF THE DIRTY DEVIL RIVER, AND ON A POINT ON WESTERN EDGE
 HN0866'OF THE RED BENCHES.
 HN0866'
 HN0866'STATION REACHED BY HELICOPTER.
 HN0866'
 HN0866'STATION MARK--STANDARD TABLET, STAMPED ---ET U 182 1959---, CEMENTED
 HN0866'IN DRILL HOLE IN ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0868 ***********************************************************************
 HN0868  DESIGNATION -  ET U 183
 HN0868  PID         -  HN0868
 HN0868  STATE/COUNTY-  UT/GARFIELD
 HN0868  COUNTRY     -  US
 HN0868  USGS QUAD   -  HITE NORTH (2017)
 HN0868
 HN0868                         *CURRENT SURVEY CONTROL
 HN0868  ______________________________________________________________________
 HN0868* NAD 83(1994) POSITION- 37 58 27.64465(N) 110 23 32.46624(W)   ADJUSTED
 HN0868* NAVD 88 ORTHO HEIGHT -  1223.5   (meters)     4014.    (feet) VERTCON3
 HN0868  ______________________________________________________________________
 HN0868  GEOID HEIGHT    -        -20.804 (meters)                     GEOID18
 HN0868  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 HN0868  HORZ ORDER      -  THIRD
 HN0868
 HN0868.The horizontal coordinates were established by classical geodetic methods
 HN0868.and adjusted by the National Geodetic Survey in November 1997.
 HN0868
 HN0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0868
 HN0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0868.GEOID18 height accuracy estimate available here.
 HN0868
 HN0868.Click photographs - Photos may exist for this station.
 HN0868
 HN0868.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0868
 HN0868. The following values were computed from the NAD 83(1994) position.
 HN0868
 HN0868;                    North         East     Units Scale Factor Converg.
 HN0868;SPC UT S     - 3,145,708.125   597,314.874   MT  0.99995679   +0 40 43.1
 HN0868;SPC UT S     -10,320,544.07  1,959,690.55   sFT  0.99995679   +0 40 43.1
 HN0868;UTM  12      - 4,203,142.768   553,368.720   MT  0.99963508   +0 22 26.0
 HN0868
 HN0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0868!SPC UT S     -   0.99981132  x   0.99995679  =   0.99976812
 HN0868!UTM  12      -   0.99981132  x   0.99963508  =   0.99944647
 HN0868
 HN0868:                Primary Azimuth Mark                     Grid Az
 HN0868:SPC UT S     -  ET U 182                                 146 05 05.1
 HN0868:UTM  12      -  ET U 182                                 146 23 22.2
 HN0868
 HN0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH5336803142(NAD 83)
 HN0868
 HN0868|---------------------------------------------------------------------|
 HN0868| PID    Reference Object                     Distance      Geod. Az  |
 HN0868|                                                           dddmmss.s |
 HN0868| HN0866 ET U 182                            APPROX. 1.8 KM 1464548.2 |
 HN0868|---------------------------------------------------------------------|
 HN0868
 HN0868                          SUPERSEDED SURVEY CONTROL
 HN0868
 HN0868  NAD 83(1986)-  37 58 27.63805(N)    110 23 32.46551(W) AD(       ) 3
 HN0868  NAD 27      -  37 58 27.68270(N)    110 23 29.95615(W) AD(       ) 3
 HN0868  NGVD 29 (07/19/86) 1222.5    (m)         4011.     (f) VERT ANG       
 HN0868
 HN0868.Superseded values are not recommended for survey control.
 HN0868
 HN0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0868.See file dsdata.pdf to determine how the superseded data were derived.
 HN0868
 HN0868_MARKER: DD = SURVEY DISK
 HN0868_SETTING: 66 = SET IN ROCK OUTCROP
 HN0868_STAMPING: ET U 183 1959
 HN0868_MARK LOGO: USGS
 HN0868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0868+STABILITY: POSITION/ELEVATION WELL
 HN0868
 HN0868  HISTORY     - Date     Condition        Report By
 HN0868  HISTORY     - 1959     MONUMENTED       USGS
 HN0868
 HN0868                          STATION DESCRIPTION
 HN0868
 HN0868'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0868'LOCATED ABOUT 11.8 MI. NE. OF HITE, 5.8 MI. N. OF THE MOUTH OF THE
 HN0868'DIRTY DEVIL RIVER AND 900 FT. N. OF THE RIVER AT THE NEAREST POINT
 HN0868'AND ON THE HIGHEST POINT NEAR THE MIDDLE OF A LONG, VERY NARROW
 HN0868'STEEPWALLED, SHATTERED RIDGE, DETACHED AND EXTENDING IN AN E-W.
 HN0868'LINE ACROSS THE CANYON AT A PROMINENT BEND OF THE RIVER.
 HN0868'
 HN0868'STATION REACHED BY HELICOPTER.
 HN0868'
 HN0868'STATION MARK--STANDARD TABLET, STAMPED ---ET U 183 1959---, CEMENTED
 HN0868'ON SUMMIT OF ROCKY KNOB.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0846 ***********************************************************************
 HN0846  DESIGNATION -  ET U 185
 HN0846  PID         -  HN0846
 HN0846  STATE/COUNTY-  UT/SAN JUAN
 HN0846  COUNTRY     -  US
 HN0846  USGS QUAD   -  SEWING MACHINE (2017)
 HN0846
 HN0846                         *CURRENT SURVEY CONTROL
 HN0846  ______________________________________________________________________
 HN0846* NAD 83(1994) POSITION- 37 53 29.41176(N) 110 15 15.27700(W)   ADJUSTED
 HN0846* NAVD 88 ORTHO HEIGHT -  1604.2   (meters)     5263.    (feet) VERTCON3
 HN0846  ______________________________________________________________________
 HN0846  GEOID HEIGHT    -        -20.762 (meters)                     GEOID18
 HN0846  LAPLACE CORR    -          7.70  (seconds)                    DEFLEC18
 HN0846  HORZ ORDER      -  THIRD
 HN0846
 HN0846.The horizontal coordinates were established by classical geodetic methods
 HN0846.and adjusted by the National Geodetic Survey in November 1997.
 HN0846
 HN0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0846
 HN0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0846.GEOID18 height accuracy estimate available here.
 HN0846
 HN0846.Click photographs - Photos may exist for this station.
 HN0846
 HN0846.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0846
 HN0846. The following values were computed from the NAD 83(1994) position.
 HN0846
 HN0846;                    North         East     Units Scale Factor Converg.
 HN0846;SPC UT S     - 3,136,666.919   609,570.472   MT  0.99995305   +0 45 47.7
 HN0846;SPC UT S     -10,290,881.38  1,999,899.12   sFT  0.99995305   +0 45 47.7
 HN0846;UTM  12      - 4,194,039.292   565,572.225   MT  0.99965296   +0 27 28.9
 HN0846
 HN0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0846!SPC UT S     -   0.99975159  x   0.99995305  =   0.99970465
 HN0846!UTM  12      -   0.99975159  x   0.99965296  =   0.99940464
 HN0846
 HN0846:                Primary Azimuth Mark                     Grid Az
 HN0846:SPC UT S     -  ET U 203                                 286 08 46.4
 HN0846:UTM  12      -  ET U 203                                 286 27 05.2
 HN0846
 HN0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG6557294039(NAD 83)
 HN0846
 HN0846|---------------------------------------------------------------------|
 HN0846| PID    Reference Object                     Distance      Geod. Az  |
 HN0846|                                                           dddmmss.s |
 HN0846| HN0847 ET U 203                            APPROX. 2.1 KM 2865434.1 |
 HN0846|---------------------------------------------------------------------|
 HN0846
 HN0846                          SUPERSEDED SURVEY CONTROL
 HN0846
 HN0846  NAD 83(1986)-  37 53 29.40519(N)    110 15 15.27735(W) AD(       ) 3
 HN0846  NAD 27      -  37 53 29.44664(N)    110 15 12.78442(W) AD(       ) 3
 HN0846  NGVD 29 (07/19/86) 1603.2    (m)         5260.     (f) VERT ANG       
 HN0846
 HN0846.Superseded values are not recommended for survey control.
 HN0846
 HN0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0846.See file dsdata.pdf to determine how the superseded data were derived.
 HN0846
 HN0846_MARKER: DD = SURVEY DISK
 HN0846_SETTING: 66 = SET IN ROCK OUTCROP
 HN0846_STAMPING: ET U 185 1959
 HN0846_MARK LOGO: USGS
 HN0846_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0846+STABILITY: POSITION/ELEVATION WELL
 HN0846
 HN0846  HISTORY     - Date     Condition        Report By
 HN0846  HISTORY     - 1959     MONUMENTED       USGS
 HN0846
 HN0846                          STATION DESCRIPTION
 HN0846
 HN0846'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0846'LOCATED ABOUT 4.3 MI. SW. OF THE JUNCTION OF COVE CANYON AND THE
 HN0846'COLORADO RIVER, 2.2 MI. W-SW. OF DARK CANYON RAPIDS, ON THE W.
 HN0846'EDGE OF A LONG TOP AND IS CLOSE TO THE N. END AND NOT ON HIGHEST
 HN0846'POINT OF TOP.
 HN0846'
 HN0846'STATION REACHED BY HELICOPTER.
 HN0846'
 HN0846'STATION MARK--STANDARD TABLET, STAMPED ---ET U 185 1959---, CEMENTED
 HN0846'IN DRILL HOLE IN TOP OF SOLID ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0831 ***********************************************************************
 HN0831  DESIGNATION -  ET U 186
 HN0831  PID         -  HN0831
 HN0831  STATE/COUNTY-  UT/GARFIELD
 HN0831  COUNTRY     -  US
 HN0831  USGS QUAD   -  BOWDIE CANYON WEST (2017)
 HN0831
 HN0831                         *CURRENT SURVEY CONTROL
 HN0831  ______________________________________________________________________
 HN0831* NAD 83(1994) POSITION- 37 54 09.23705(N) 110 12 41.94100(W)   ADJUSTED
 HN0831* NAVD 88 ORTHO HEIGHT -  1656.3   (meters)     5434.    (feet) VERTCON3
 HN0831  ______________________________________________________________________
 HN0831  GEOID HEIGHT    -        -20.606 (meters)                     GEOID18
 HN0831  LAPLACE CORR    -          4.36  (seconds)                    DEFLEC18
 HN0831  HORZ ORDER      -  THIRD
 HN0831
 HN0831.The horizontal coordinates were established by classical geodetic methods
 HN0831.and adjusted by the National Geodetic Survey in November 1997.
 HN0831
 HN0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0831
 HN0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0831.GEOID18 height accuracy estimate available here.
 HN0831
 HN0831.Click photographs - Photos may exist for this station.
 HN0831
 HN0831.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0831
 HN0831. The following values were computed from the NAD 83(1994) position.
 HN0831
 HN0831;                    North         East     Units Scale Factor Converg.
 HN0831;SPC UT S     - 3,137,945.390   613,299.619   MT  0.99995343   +0 47 21.7
 HN0831;SPC UT S     -10,295,075.83  2,012,133.83   sFT  0.99995343   +0 47 21.7
 HN0831;UTM  12      - 4,195,297.511   569,307.017   MT  0.99965916   +0 29 03.5
 HN0831
 HN0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0831!SPC UT S     -   0.99974340  x   0.99995343  =   0.99969684
 HN0831!UTM  12      -   0.99974340  x   0.99965916  =   0.99940264
 HN0831
 HN0831:                Primary Azimuth Mark                     Grid Az
 HN0831:SPC UT S     -  ET U 187                                 009 37 32.3
 HN0831:UTM  12      -  ET U 187                                 009 55 50.5
 HN0831
 HN0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG6930795297(NAD 83)
 HN0831
 HN0831|---------------------------------------------------------------------|
 HN0831| PID    Reference Object                     Distance      Geod. Az  |
 HN0831|                                                           dddmmss.s |
 HN0831| HN0830 ET U 187                            APPROX. 2.1 KM 0102454.0 |
 HN0831|---------------------------------------------------------------------|
 HN0831
 HN0831                          SUPERSEDED SURVEY CONTROL
 HN0831
 HN0831  NAD 83(1986)-  37 54 09.23023(N)    110 12 41.94167(W) AD(       ) 3
 HN0831  NAD 27      -  37 54 09.27178(N)    110 12 39.45165(W) AD(       ) 3
 HN0831  NGVD 29 (07/19/86) 1655.3    (m)         5431.     (f) VERT ANG       
 HN0831
 HN0831.Superseded values are not recommended for survey control.
 HN0831
 HN0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0831.See file dsdata.pdf to determine how the superseded data were derived.
 HN0831
 HN0831_MARKER: DD = SURVEY DISK
 HN0831_SETTING: 66 = SET IN ROCK OUTCROP
 HN0831_STAMPING: ET U 186 1959
 HN0831_MARK LOGO: USGS
 HN0831_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0831+STABILITY: POSITION/ELEVATION WELL
 HN0831
 HN0831  HISTORY     - Date     Condition        Report By
 HN0831  HISTORY     - 1959     MONUMENTED       USGS
 HN0831
 HN0831                          STATION DESCRIPTION
 HN0831
 HN0831'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0831'LOCATED ABOUT 3.0 MI. S. OF THE MOUTH OF COVE CANYON, 0.5 MI. NW. OF
 HN0831'THE COLORADO RIVER, ON A POINT OVERLOOKING CATERACT CANYON IN
 HN0831'SEC. 18, T 33 S, R 16 E.
 HN0831'
 HN0831'STATION REACHED BY HELICOPTER.
 HN0831'
 HN0831'STATION MARK--STANDARD TABLET, STAMPED ---ET U 186 1959---, CEMENTED
 HN0831'IN DRILL HOLE IN BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0830 ***********************************************************************
 HN0830  DESIGNATION -  ET U 187
 HN0830  PID         -  HN0830
 HN0830  STATE/COUNTY-  UT/GARFIELD
 HN0830  COUNTRY     -  US
 HN0830  USGS QUAD   -  BOWDIE CANYON WEST (2017)
 HN0830
 HN0830                         *CURRENT SURVEY CONTROL
 HN0830  ______________________________________________________________________
 HN0830* NAD 83(1994) POSITION- 37 55 15.17963(N) 110 12 26.64045(W)   ADJUSTED
 HN0830* NAVD 88 ORTHO HEIGHT -  1668.0   (meters)     5472.    (feet) VERTCON3
 HN0830  ______________________________________________________________________
 HN0830  GEOID HEIGHT    -        -20.574 (meters)                     GEOID18
 HN0830  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 HN0830  HORZ ORDER      -  THIRD
 HN0830
 HN0830.The horizontal coordinates were established by classical geodetic methods
 HN0830.and adjusted by the National Geodetic Survey in November 1997.
 HN0830
 HN0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0830
 HN0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0830.GEOID18 height accuracy estimate available here.
 HN0830
 HN0830.Click photographs - Photos may exist for this station.
 HN0830
 HN0830.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0830
 HN0830. The following values were computed from the NAD 83(1994) position.
 HN0830
 HN0830;                    North         East     Units Scale Factor Converg.
 HN0830;SPC UT S     - 3,139,983.394   613,645.261   MT  0.99995414   +0 47 31.1
 HN0830;SPC UT S     -10,301,762.19  2,013,267.83   sFT  0.99995414   +0 47 31.1
 HN0830;UTM  12      - 4,197,333.048   569,663.395   MT  0.99965977   +0 29 13.7
 HN0830
 HN0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0830!SPC UT S     -   0.99974156  x   0.99995414  =   0.99969571
 HN0830!UTM  12      -   0.99974156  x   0.99965977  =   0.99940142
 HN0830
 HN0830:                Primary Azimuth Mark                     Grid Az
 HN0830:SPC UT S     -  ET U 186                                 189 37 32.3
 HN0830:UTM  12      -  ET U 186                                 189 55 49.7
 HN0830
 HN0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG6966397333(NAD 83)
 HN0830
 HN0830|---------------------------------------------------------------------|
 HN0830| PID    Reference Object                     Distance      Geod. Az  |
 HN0830|                                                           dddmmss.s |
 HN0830| HN0831 ET U 186                            APPROX. 2.1 KM 1902503.4 |
 HN0830|---------------------------------------------------------------------|
 HN0830
 HN0830                          SUPERSEDED SURVEY CONTROL
 HN0830
 HN0830  NAD 83(1986)-  37 55 15.17266(N)    110 12 26.64113(W) AD(       ) 3
 HN0830  NAD 27      -  37 55 15.21529(N)    110 12 24.15095(W) AD(       ) 3
 HN0830  NGVD 29 (07/19/86) 1667.0    (m)         5469.     (f) VERT ANG       
 HN0830
 HN0830.Superseded values are not recommended for survey control.
 HN0830
 HN0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0830.See file dsdata.pdf to determine how the superseded data were derived.
 HN0830
 HN0830_MARKER: DD = SURVEY DISK
 HN0830_SETTING: 66 = SET IN ROCK OUTCROP
 HN0830_STAMPING: ET U 187 1959
 HN0830_MARK LOGO: USGS
 HN0830_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0830+STABILITY: POSITION/ELEVATION WELL
 HN0830
 HN0830  HISTORY     - Date     Condition        Report By
 HN0830  HISTORY     - 1959     MONUMENTED       USGS
 HN0830
 HN0830                          STATION DESCRIPTION
 HN0830
 HN0830'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0830'LOCATED ABOUT 15 MI. NE. OF HITE, 1.5 MI. S. OF THE MOUTH OF COVE
 HN0830'CANYON, 1 MI. N. OF THE DARK CANYON RAPIDS OF THE COLORADO RIVER
 HN0830'AND 0.5 MI. W. OF THE COLORADO RIVER AT THE NEAREST POINT AND ON
 HN0830'A ROCKY EMINENCE NEAR THE RIM OF THE CANYON.
 HN0830'
 HN0830'STATION REACHED BY HELICOPTER.
 HN0830'
 HN0830'STATION MARK--STANDARD TABLET, STAMPED ---ET U 187 1959---, CEMENTED
 HN0830'IN ROCKY SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0829 ***********************************************************************
 HN0829  DESIGNATION -  ET U 189
 HN0829  PID         -  HN0829
 HN0829  STATE/COUNTY-  UT/GARFIELD
 HN0829  COUNTRY     -  US
 HN0829  USGS QUAD   -  BOWDIE CANYON WEST (2017)
 HN0829
 HN0829                         *CURRENT SURVEY CONTROL
 HN0829  ______________________________________________________________________
 HN0829* NAD 83(1994) POSITION- 37 58 05.66391(N) 110 11 11.63404(W)   ADJUSTED
 HN0829* NAVD 88 ORTHO HEIGHT -  1710.7   (meters)     5613.    (feet) VERTCON3
 HN0829  ______________________________________________________________________
 HN0829  GEOID HEIGHT    -        -20.423 (meters)                     GEOID18
 HN0829  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 HN0829  HORZ ORDER      -  THIRD
 HN0829
 HN0829.The horizontal coordinates were established by classical geodetic methods
 HN0829.and adjusted by the National Geodetic Survey in November 1997.
 HN0829
 HN0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0829
 HN0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0829.GEOID18 height accuracy estimate available here.
 HN0829
 HN0829.Click photographs - Photos may exist for this station.
 HN0829
 HN0829.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0829
 HN0829. The following values were computed from the NAD 83(1994) position.
 HN0829
 HN0829;                    North         East     Units Scale Factor Converg.
 HN0829;SPC UT S     - 3,145,264.546   615,403.142   MT  0.99995645   +0 48 17.0
 HN0829;SPC UT S     -10,319,088.76  2,019,035.14   sFT  0.99995645   +0 48 17.0
 HN0829;UTM  12      - 4,202,603.232   571,448.798   MT  0.99966287   +0 30 01.7
 HN0829
 HN0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0829!SPC UT S     -   0.99973484  x   0.99995645  =   0.99969130
 HN0829!UTM  12      -   0.99973484  x   0.99966287  =   0.99939779
 HN0829
 HN0829:                Primary Azimuth Mark                     Grid Az
 HN0829:SPC UT S     -  ET U 190                                 084 46 01.3
 HN0829:UTM  12      -  ET U 190                                 085 04 16.6
 HN0829
 HN0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH7144802603(NAD 83)
 HN0829
 HN0829|---------------------------------------------------------------------|
 HN0829| PID    Reference Object                     Distance      Geod. Az  |
 HN0829|                                                           dddmmss.s |
 HN0829| HN0827 ET U 190                            APPROX. 3.7 KM 0853418.3 |
 HN0829|---------------------------------------------------------------------|
 HN0829
 HN0829                          SUPERSEDED SURVEY CONTROL
 HN0829
 HN0829  NAD 83(1986)-  37 58 05.65675(N)    110 11 11.63474(W) AD(       ) 3
 HN0829  NAD 27      -  37 58 05.70213(N)    110 11 09.14592(W) AD(       ) 3
 HN0829  NGVD 29 (07/19/86) 1709.7    (m)         5609.     (f) VERT ANG       
 HN0829
 HN0829.Superseded values are not recommended for survey control.
 HN0829
 HN0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0829.See file dsdata.pdf to determine how the superseded data were derived.
 HN0829
 HN0829_MARKER: DD = SURVEY DISK
 HN0829_SETTING: 66 = SET IN ROCK OUTCROP
 HN0829_STAMPING: ET U 189 1959
 HN0829_MARK LOGO: USGS
 HN0829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0829+STABILITY: POSITION/ELEVATION WELL
 HN0829
 HN0829  HISTORY     - Date     Condition        Report By
 HN0829  HISTORY     - 1959     MONUMENTED       USGS
 HN0829
 HN0829                          STATION DESCRIPTION
 HN0829
 HN0829'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0829'LOCATED ABOUT 17.5 MI. NE. OF HITE, 2 MI. NE. OF THE MOUTH OF COVE
 HN0829'CANYON AND 0.8 MI. FROM THE COLORADO RIVER, AT THE NEAREST POINT.
 HN0829'
 HN0829'STATION REACHED BY HELICOPTER.
 HN0829'
 HN0829'STATION MARK--STANDARD TABLET, STAMPED ---ET U 189 1959---, CEMENTED
 HN0829'IN ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0733 ***********************************************************************
 HN0733  DESIGNATION -  ET U 19
 HN0733  PID         -  HN0733
 HN0733  STATE/COUNTY-  UT/SAN JUAN
 HN0733  COUNTRY     -  US
 HN0733  USGS QUAD   -  GREGORY BUTTE (2017)
 HN0733
 HN0733                         *CURRENT SURVEY CONTROL
 HN0733  ______________________________________________________________________
 HN0733* NAD 83(1994) POSITION- 37 03 17.15267(N) 111 13 10.34342(W)   ADJUSTED
 HN0733* NAVD 88 ORTHO HEIGHT -  1064.4   (meters)     3492.    (feet) VERTCON3
 HN0733  ______________________________________________________________________
 HN0733  GEOID HEIGHT    -        -23.293 (meters)                     GEOID18
 HN0733  LAPLACE CORR    -          2.97  (seconds)                    DEFLEC18
 HN0733  HORZ ORDER      -  THIRD
 HN0733
 HN0733.The horizontal coordinates were established by classical geodetic methods
 HN0733.and adjusted by the National Geodetic Survey in November 1997.
 HN0733
 HN0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0733
 HN0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0733.GEOID18 height accuracy estimate available here.
 HN0733
 HN0733.Click photographs - Photos may exist for this station.
 HN0733
 HN0733.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0733
 HN0733. The following values were computed from the NAD 83(1994) position.
 HN0733
 HN0733;                    North         East     Units Scale Factor Converg.
 HN0733;SPC UT S     - 3,043,110.124   524,947.066   MT  1.00003170   +0 10 18.6
 HN0733;SPC UT S     - 9,983,937.13  1,722,263.83   sFT  1.00003170   +0 10 18.6
 HN0733;UTM  12      - 4,100,970.152   480,480.214   MT  0.99960469   -0 07 56.2
 HN0733
 HN0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0733!SPC UT S     -   0.99983664  x   1.00003170  =   0.99986834
 HN0733!UTM  12      -   0.99983664  x   0.99960469  =   0.99944140
 HN0733
 HN0733:                Primary Azimuth Mark                     Grid Az
 HN0733:SPC UT S     -  ET U 24                                  055 20 23.6
 HN0733:UTM  12      -  ET U 24                                  055 38 38.4
 HN0733
 HN0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG8048000970(NAD 83)
 HN0733
 HN0733|---------------------------------------------------------------------|
 HN0733| PID    Reference Object                     Distance      Geod. Az  |
 HN0733|                                                           dddmmss.s |
 HN0733| HN0731 ET U 24                             APPROX. 3.5 KM 0553042.2 |
 HN0733|---------------------------------------------------------------------|
 HN0733
 HN0733                          SUPERSEDED SURVEY CONTROL
 HN0733
 HN0733  NAD 83(1992)-  37 03 17.15141(N)    111 13 10.34381(W) AD(       ) 3
 HN0733  NAD 83(1986)-  37 03 17.14633(N)    111 13 10.34712(W) AD(       ) 3
 HN0733  NAD 27      -  37 03 17.16971(N)    111 13 07.81687(W) AD(       ) 3
 HN0733  NGVD 29 (07/19/86) 1063.4    (m)         3489.     (f) VERT ANG       
 HN0733
 HN0733.Superseded values are not recommended for survey control.
 HN0733
 HN0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0733.See file dsdata.pdf to determine how the superseded data were derived.
 HN0733
 HN0733_MARKER: DD = SURVEY DISK
 HN0733_SETTING: 66 = SET IN ROCK OUTCROP
 HN0733_STAMPING: ET U 19 1959
 HN0733_MARK LOGO: USGS
 HN0733_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0733+STABILITY: POSITION/ELEVATION WELL
 HN0733
 HN0733  HISTORY     - Date     Condition        Report By
 HN0733  HISTORY     - 1959     MONUMENTED       USGS
 HN0733
 HN0733                          STATION DESCRIPTION
 HN0733
 HN0733'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0733'LOCATED 0.2 MI. S. OF THE COLORADO RIVER, 0.2 MI. SE. OF THE JUNCTION
 HN0733'OF WEST CANYON CREEK AND THE COLORADO RIVER, 0.2 MI. E. OF WEST
 HN0733'CANYON CREEK, ON THE HIGHEST OF A GROUP OF ROUNDED TOPS.
 HN0733'
 HN0733'STATION REACHED BY HELICOPTER.
 HN0733'
 HN0733'STATION MARK--STANDARD TABLET, STAMPED ---ET U 19 1959---, CEMENTED
 HN0733'IN DRILL HOLE IN TOP OF SOLID SANDSTONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0827 ***********************************************************************
 HN0827  DESIGNATION -  ET U 190
 HN0827  PID         -  HN0827
 HN0827  STATE/COUNTY-  UT/SAN JUAN
 HN0827  COUNTRY     -  US
 HN0827  USGS QUAD   -  BOWDIE CANYON WEST (2017)
 HN0827
 HN0827                         *CURRENT SURVEY CONTROL
 HN0827  ______________________________________________________________________
 HN0827* NAD 83(1994) POSITION- 37 58 14.88963(N) 110 08 40.70643(W)   ADJUSTED
 HN0827* NAVD 88 ORTHO HEIGHT -  1750.8   (meters)     5744.    (feet) VERTCON3
 HN0827  ______________________________________________________________________
 HN0827  GEOID HEIGHT    -        -20.292 (meters)                     GEOID18
 HN0827  LAPLACE CORR    -          7.93  (seconds)                    DEFLEC18
 HN0827  HORZ ORDER      -  THIRD
 HN0827
 HN0827.The horizontal coordinates were established by classical geodetic methods
 HN0827.and adjusted by the National Geodetic Survey in November 1997.
 HN0827
 HN0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0827
 HN0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0827.GEOID18 height accuracy estimate available here.
 HN0827
 HN0827.Click photographs - Photos may exist for this station.
 HN0827
 HN0827.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0827
 HN0827. The following values were computed from the NAD 83(1994) position.
 HN0827
 HN0827;                    North         East     Units Scale Factor Converg.
 HN0827;SPC UT S     - 3,145,601.516   619,082.389   MT  0.99995659   +0 49 49.5
 HN0827;SPC UT S     -10,320,194.31  2,031,106.14   sFT  0.99995659   +0 49 49.5
 HN0827;UTM  12      - 4,202,920.571   575,128.713   MT  0.99966952   +0 31 34.7
 HN0827
 HN0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0827!SPC UT S     -   0.99972852  x   0.99995659  =   0.99968513
 HN0827!UTM  12      -   0.99972852  x   0.99966952  =   0.99939813
 HN0827
 HN0827:                Primary Azimuth Mark                     Grid Az
 HN0827:SPC UT S     -  ET U 191                                 332 16 14.1
 HN0827:UTM  12      -  ET U 191                                 332 34 28.9
 HN0827
 HN0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH7512802920(NAD 83)
 HN0827
 HN0827|---------------------------------------------------------------------|
 HN0827| PID    Reference Object                     Distance      Geod. Az  |
 HN0827|                                                           dddmmss.s |
 HN0827| HN0828 ET U 191                            APPROX. 2.8 KM 3330603.6 |
 HN0827|---------------------------------------------------------------------|
 HN0827
 HN0827                          SUPERSEDED SURVEY CONTROL
 HN0827
 HN0827  NAD 83(1986)-  37 58 14.88238(N)    110 08 40.70717(W) AD(       ) 3
 HN0827  NAD 27      -  37 58 14.92774(N)    110 08 38.22295(W) AD(       ) 3
 HN0827  NGVD 29 (07/19/86) 1749.8    (m)         5741.     (f) VERT ANG       
 HN0827
 HN0827.Superseded values are not recommended for survey control.
 HN0827
 HN0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0827.See file dsdata.pdf to determine how the superseded data were derived.
 HN0827
 HN0827_MARKER: DD = SURVEY DISK
 HN0827_SETTING: 66 = SET IN ROCK OUTCROP
 HN0827_STAMPING: ET U 190 1959
 HN0827_MARK LOGO: USGS
 HN0827_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0827+STABILITY: POSITION/ELEVATION WELL
 HN0827
 HN0827  HISTORY     - Date     Condition        Report By
 HN0827  HISTORY     - 1959     MONUMENTED       USGS
 HN0827
 HN0827                          STATION DESCRIPTION
 HN0827
 HN0827'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0827'LOCATED ABOUT 4.0 MI. NE. OF THE JUNCTION OF COVE CANYON AND THE
 HN0827'COLORADO RIVER, 1.2 MI. SE. OF THE JUNCTION OF BOULDER CANYON AND
 HN0827'THE COLORADO RIVER, 1.1 MI. E. OF THE COLORADO RIVER AND 0.7 MI.
 HN0827'W. OF BOWDIE CANYON ON THE N. SLOPE OF A MESA.
 HN0827'
 HN0827'STATION REACHED BY HELICOPTER.
 HN0827'
 HN0827'STATION MARK--STANDARD TABLET, STAMPED ---ET U 190 1959---, CEMENTED
 HN0827'IN DRILL HOLE IN TOP OF A SOLID ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0828 ***********************************************************************
 HN0828  DESIGNATION -  ET U 191
 HN0828  PID         -  HN0828
 HN0828  STATE/COUNTY-  UT/GARFIELD
 HN0828  COUNTRY     -  US
 HN0828  USGS QUAD   -  BOWDIE CANYON WEST (2017)
 HN0828
 HN0828                         *CURRENT SURVEY CONTROL
 HN0828  ______________________________________________________________________
 HN0828* NAD 83(1994) POSITION- 37 59 35.84154(N) 110 09 32.60176(W)   ADJUSTED
 HN0828* NAVD 88 ORTHO HEIGHT -  1697.4   (meters)     5569.    (feet) VERTCON3
 HN0828  ______________________________________________________________________
 HN0828  GEOID HEIGHT    -        -20.323 (meters)                     GEOID18
 HN0828  LAPLACE CORR    -         -3.36  (seconds)                    DEFLEC18
 HN0828  HORZ ORDER      -  THIRD
 HN0828
 HN0828.The horizontal coordinates were established by classical geodetic methods
 HN0828.and adjusted by the National Geodetic Survey in November 1997.
 HN0828
 HN0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0828
 HN0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0828.GEOID18 height accuracy estimate available here.
 HN0828
 HN0828.Click photographs - Photos may exist for this station.
 HN0828
 HN0828.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0828
 HN0828. The following values were computed from the NAD 83(1994) position.
 HN0828
 HN0828;                    North         East     Units Scale Factor Converg.
 HN0828;SPC UT S     - 3,148,078.824   617,780.149   MT  0.99995794   +0 49 17.7
 HN0828;SPC UT S     -10,328,321.94  2,026,833.71   sFT  0.99995794   +0 49 17.7
 HN0828;UTM  12      - 4,205,404.037   573,840.009   MT  0.99966715   +0 31 03.7
 HN0828
 HN0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0828!SPC UT S     -   0.99973691  x   0.99995794  =   0.99969486
 HN0828!UTM  12      -   0.99973691  x   0.99966715  =   0.99940415
 HN0828
 HN0828:                Primary Azimuth Mark                     Grid Az
 HN0828:SPC UT S     -  ET U 202                                 092 16 22.0
 HN0828:UTM  12      -  ET U 202                                 092 34 36.0
 HN0828
 HN0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH7384005404(NAD 83)
 HN0828
 HN0828|---------------------------------------------------------------------|
 HN0828| PID    Reference Object                     Distance      Geod. Az  |
 HN0828|                                                           dddmmss.s |
 HN0828| HN0826 ET U 202                            APPROX. 2.5 KM 0930539.7 |
 HN0828|---------------------------------------------------------------------|
 HN0828
 HN0828                          SUPERSEDED SURVEY CONTROL
 HN0828
 HN0828  NAD 83(1986)-  37 59 35.83431(N)    110 09 32.60241(W) AD(       ) 3
 HN0828  NAD 27      -  37 59 35.88103(N)    110 09 30.11689(W) AD(       ) 3
 HN0828  NGVD 29 (07/19/86) 1696.4    (m)         5566.     (f) VERT ANG       
 HN0828
 HN0828.Superseded values are not recommended for survey control.
 HN0828
 HN0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0828.See file dsdata.pdf to determine how the superseded data were derived.
 HN0828
 HN0828_MARKER: DD = SURVEY DISK
 HN0828_SETTING: 66 = SET IN ROCK OUTCROP
 HN0828_STAMPING: ET U 191 1959
 HN0828_MARK LOGO: USGS
 HN0828_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0828+STABILITY: POSITION/ELEVATION WELL
 HN0828
 HN0828  HISTORY     - Date     Condition        Report By
 HN0828  HISTORY     - 1959     MONUMENTED       USGS
 HN0828
 HN0828                          STATION DESCRIPTION
 HN0828
 HN0828'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0828'LOCATED ABOUT 20.0 MI. NE. OF HITE, 7.2 MI. N. OF DARK CANYON RAPIDS,
 HN0828'AND 0.7 MI. N. OF THE COLORADO RIVER, AT THE S. END OF A MESA.
 HN0828'
 HN0828'STATION REACHED BY HELICOPTER.
 HN0828'
 HN0828'STATION MARK--STANDARD TABLET, STAMPED ---ET U 191 1959---, CEMENTED
 HN0828'IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0822 ***********************************************************************
 HN0822  DESIGNATION -  ET U 192
 HN0822  PID         -  HN0822
 HN0822  STATE/COUNTY-  UT/SAN JUAN
 HN0822  COUNTRY     -  US
 HN0822  USGS QUAD   -  BOWDIE CANYON EAST (2017)
 HN0822
 HN0822                         *CURRENT SURVEY CONTROL
 HN0822  ______________________________________________________________________
 HN0822* NAD 83(1994) POSITION- 37 59 43.58204(N) 110 06 30.35449(W)   ADJUSTED
 HN0822* NAVD 88 ORTHO HEIGHT -  1731.5   (meters)     5681.    (feet) VERTCON3
 HN0822  ______________________________________________________________________
 HN0822  GEOID HEIGHT    -        -20.162 (meters)                     GEOID18
 HN0822  LAPLACE CORR    -          6.73  (seconds)                    DEFLEC18
 HN0822  HORZ ORDER      -  THIRD
 HN0822
 HN0822.The horizontal coordinates were established by classical geodetic methods
 HN0822.and adjusted by the National Geodetic Survey in November 1997.
 HN0822
 HN0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0822
 HN0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0822.GEOID18 height accuracy estimate available here.
 HN0822
 HN0822.Click photographs - Photos may exist for this station.
 HN0822
 HN0822.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0822
 HN0822. The following values were computed from the NAD 83(1994) position.
 HN0822
 HN0822;                    North         East     Units Scale Factor Converg.
 HN0822;SPC UT S     - 3,148,382.408   622,222.793   MT  0.99995808   +0 51 09.3
 HN0822;SPC UT S     -10,329,317.95  2,041,409.28   sFT  0.99995808   +0 51 09.3
 HN0822;UTM  12      - 4,205,683.980   578,282.926   MT  0.99967548   +0 32 56.0
 HN0822
 HN0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0822!SPC UT S     -   0.99973154  x   0.99995808  =   0.99968963
 HN0822!UTM  12      -   0.99973154  x   0.99967548  =   0.99940710
 HN0822
 HN0822:                Primary Azimuth Mark                     Grid Az
 HN0822:SPC UT S     -  ET U 197                                 348 51 00.8
 HN0822:UTM  12      -  ET U 197                                 349 09 14.1
 HN0822
 HN0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH7828205683(NAD 83)
 HN0822
 HN0822|---------------------------------------------------------------------|
 HN0822| PID    Reference Object                     Distance      Geod. Az  |
 HN0822|                                                           dddmmss.s |
 HN0822| JN0444 ET U 197                            APPROX. 3.1 KM 3494210.1 |
 HN0822|---------------------------------------------------------------------|
 HN0822
 HN0822                          SUPERSEDED SURVEY CONTROL
 HN0822
 HN0822  NAD 83(1986)-  37 59 43.57435(N)    110 06 30.35518(W) AD(       ) 3
 HN0822  NAD 27      -  37 59 43.62180(N)    110 06 27.87530(W) AD(       ) 3
 HN0822  NGVD 29 (07/19/86) 1730.5    (m)         5677.     (f) VERT ANG       
 HN0822
 HN0822.Superseded values are not recommended for survey control.
 HN0822
 HN0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0822.See file dsdata.pdf to determine how the superseded data were derived.
 HN0822
 HN0822_MARKER: DD = SURVEY DISK
 HN0822_SETTING: 66 = SET IN ROCK OUTCROP
 HN0822_STAMPING: ET U 192 1959
 HN0822_MARK LOGO: USGS
 HN0822_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0822+STABILITY: POSITION/ELEVATION WELL
 HN0822
 HN0822  HISTORY     - Date     Condition        Report By
 HN0822  HISTORY     - 1959     MONUMENTED       USGS
 HN0822
 HN0822                          STATION DESCRIPTION
 HN0822
 HN0822'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0822'LOCATED ABOUT 2.9 MI. E-NE. OF THE JUNCTION OF BOWDIE CANYON AND THE
 HN0822'COLORADO RIVER, AND 1.2 MI. W. OF PALMER CANYON ON A SMALL
 HN0822'SANDSTONE TOP ON THE SW. SIDE OF THE COLORADO RIVER AND IS ABOUT 0.4
 HN0822'MI. FROM THE RIVER AT THE NEAREST POINT.
 HN0822'
 HN0822'STATION REACHED BY HELICOPTER.
 HN0822'
 HN0822'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 193 1959---,
 HN0822'CEMENTED IN DRILL HOLE IN TOP OF SOLID ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0821 ***********************************************************************
 HN0821  DESIGNATION -  ET U 193
 HN0821  PID         -  HN0821
 HN0821  STATE/COUNTY-  UT/SAN JUAN
 HN0821  COUNTRY     -  US
 HN0821  USGS QUAD   -  BOWDIE CANYON EAST (2017)
 HN0821
 HN0821                         *CURRENT SURVEY CONTROL
 HN0821  ______________________________________________________________________
 HN0821* NAD 83(1994) POSITION- 37 59 10.18531(N) 110 04 17.63548(W)   ADJUSTED
 HN0821* NAVD 88 ORTHO HEIGHT -  1826.6   (meters)     5993.    (feet) VERTCON3
 HN0821  ______________________________________________________________________
 HN0821  GEOID HEIGHT    -        -20.013 (meters)                     GEOID18
 HN0821  LAPLACE CORR    -         12.99  (seconds)                    DEFLEC18
 HN0821  HORZ ORDER      -  THIRD
 HN0821
 HN0821.The horizontal coordinates were established by classical geodetic methods
 HN0821.and adjusted by the National Geodetic Survey in November 1997.
 HN0821
 HN0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0821
 HN0821.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0821.GEOID18 height accuracy estimate available here.
 HN0821
 HN0821.Click photographs - Photos may exist for this station.
 HN0821
 HN0821.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0821
 HN0821. The following values were computed from the NAD 83(1994) position.
 HN0821
 HN0821;                    North         East     Units Scale Factor Converg.
 HN0821;SPC UT S     - 3,147,401.695   625,476.283   MT  0.99995750   +0 52 30.7
 HN0821;SPC UT S     -10,326,100.39  2,052,083.44   sFT  0.99995750   +0 52 30.7
 HN0821;UTM  12      - 4,204,686.313   581,530.264   MT  0.99968187   +0 34 17.2
 HN0821
 HN0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0821!SPC UT S     -   0.99971659  x   0.99995750  =   0.99967411
 HN0821!UTM  12      -   0.99971659  x   0.99968187  =   0.99939855
 HN0821
 HN0821:                Primary Azimuth Mark                     Grid Az
 HN0821:SPC UT S     -  ET U 194                                 333 52 19.7
 HN0821:UTM  12      -  ET U 194                                 334 10 33.2
 HN0821
 HN0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH8153004686(NAD 83)
 HN0821
 HN0821|---------------------------------------------------------------------|
 HN0821| PID    Reference Object                     Distance      Geod. Az  |
 HN0821|                                                           dddmmss.s |
 HN0821| JN0443 ET U 194                            APPROX. 2.7 KM 3344450.4 |
 HN0821|---------------------------------------------------------------------|
 HN0821
 HN0821                          SUPERSEDED SURVEY CONTROL
 HN0821
 HN0821  NAD 83(1986)-  37 59 10.17745(N)    110 04 17.63610(W) AD(       ) 3
 HN0821  NAD 27      -  37 59 10.22496(N)    110 04 15.15990(W) AD(       ) 3
 HN0821  NGVD 29 (07/19/86) 1825.6    (m)         5989.     (f) VERT ANG       
 HN0821
 HN0821.Superseded values are not recommended for survey control.
 HN0821
 HN0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0821.See file dsdata.pdf to determine how the superseded data were derived.
 HN0821
 HN0821_MARKER: DD = SURVEY DISK
 HN0821_SETTING: 66 = SET IN ROCK OUTCROP
 HN0821_STAMPING: ET U 193 1959
 HN0821_MARK LOGO: USGS
 HN0821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0821+STABILITY: POSITION/ELEVATION WELL
 HN0821
 HN0821  HISTORY     - Date     Condition        Report By
 HN0821  HISTORY     - 1959     MONUMENTED       USGS
 HN0821
 HN0821                          STATION DESCRIPTION
 HN0821
 HN0821'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0821'LOCATED ABOUT 1.5 MI. S. OF THE MOUTH OF GYPSUM CANYON, AND 1.0 MI.
 HN0821'SW. OF THE COLORADO RIVER ON NORTH POINT.
 HN0821'
 HN0821'STATION REACHED BY HELICOPTER.
 HN0821'
 HN0821'STATION MARK--STANDARD TABLET, STAMPED ---ET U 193 1959---, CEMENTED
 HN0821'IN DRILL HOLE IN BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0443 ***********************************************************************
 JN0443  DESIGNATION -  ET U 194
 JN0443  PID         -  JN0443
 JN0443  STATE/COUNTY-  UT/GARFIELD
 JN0443  COUNTRY     -  US
 JN0443  USGS QUAD   -  TEAPOT ROCK (2017)
 JN0443
 JN0443                         *CURRENT SURVEY CONTROL
 JN0443  ______________________________________________________________________
 JN0443* NAD 83(1994) POSITION- 38 00 29.29726(N) 110 05 04.79974(W)   ADJUSTED
 JN0443* NAVD 88 ORTHO HEIGHT -  1785.6   (meters)     5858.    (feet) VERTCON3
 JN0443  ______________________________________________________________________
 JN0443  GEOID HEIGHT    -        -20.092 (meters)                     GEOID18
 JN0443  LAPLACE CORR    -          2.93  (seconds)                    DEFLEC18
 JN0443  HORZ ORDER      -  THIRD
 JN0443
 JN0443.The horizontal coordinates were established by classical geodetic methods
 JN0443.and adjusted by the National Geodetic Survey in November 1997.
 JN0443
 JN0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0443
 JN0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0443.GEOID18 height accuracy estimate available here.
 JN0443
 JN0443.Click photographs - Photos may exist for this station.
 JN0443
 JN0443.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0443
 JN0443. The following values were computed from the NAD 83(1994) position.
 JN0443
 JN0443;                    North         East     Units Scale Factor Converg.
 JN0443;SPC UT S     - 3,149,823.023   624,288.626   MT  0.99995892   +0 52 01.8
 JN0443;SPC UT S     -10,334,044.37  2,048,186.93   sFT  0.99995892   +0 52 01.8
 JN0443;UTM  12      - 4,207,113.225   580,355.780   MT  0.99967953   +0 33 49.2
 JN0443
 JN0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0443!SPC UT S     -   0.99972304  x   0.99995892  =   0.99968197
 JN0443!UTM  12      -   0.99972304  x   0.99967953  =   0.99940266
 JN0443
 JN0443:                Primary Azimuth Mark                     Grid Az
 JN0443:SPC UT S     -  ET U 195                                 010 26 04.9
 JN0443:UTM  12      -  ET U 195                                 010 44 17.5
 JN0443
 JN0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH8035507113(NAD 83)
 JN0443
 JN0443|---------------------------------------------------------------------|
 JN0443| PID    Reference Object                     Distance      Geod. Az  |
 JN0443|                                                           dddmmss.s |
 JN0443| JN0442 ET U 195                            APPROX. 2.4 KM 0111806.7 |
 JN0443|---------------------------------------------------------------------|
 JN0443
 JN0443                          SUPERSEDED SURVEY CONTROL
 JN0443
 JN0443  NAD 83(1986)-  38 00 29.28949(N)    110 05 04.80029(W) AD(       ) 3
 JN0443  NAD 27      -  38 00 29.33813(N)    110 05 02.32338(W) AD(       ) 3
 JN0443  NGVD 29 (07/19/86) 1784.6    (m)         5855.     (f) VERT ANG       
 JN0443
 JN0443.Superseded values are not recommended for survey control.
 JN0443
 JN0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0443.See file dsdata.pdf to determine how the superseded data were derived.
 JN0443
 JN0443_MARKER: DD = SURVEY DISK
 JN0443_SETTING: 0 = UNSPECIFIED SETTING
 JN0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0443
 JN0443  HISTORY     - Date     Condition        Report By
 JN0443  HISTORY     - 1959     MONUMENTED       USGS
 JN0443
 JN0443                          STATION DESCRIPTION
 JN0443
 JN0443'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JN0443'LOCATED ABOUT 22.5 MI. NE. OF HITE, 0.8 MI. N. OF THE MOUTH OF
 JN0443'PALMER CANYON, IN THE VICINITY OF OCEAN POINT, ON A LOWER SHELF-LIKE
 JN0443'PORTION OF A PROMINENT ROCKY KNOB.
 JN0443'
 JN0443'STATION REACHED BY HELICOPTER.
 JN0443'
 JN0443'STATION MARK--STANDARD TABLET, STAMPED ---ET U 194 1959---, CEMENTED
 JN0443'IN ROCKY SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0442 ***********************************************************************
 JN0442  DESIGNATION -  ET U 195
 JN0442  PID         -  JN0442
 JN0442  STATE/COUNTY-  UT/GARFIELD
 JN0442  COUNTRY     -  US
 JN0442  USGS QUAD   -  TEAPOT ROCK (2017)
 JN0442
 JN0442                         *CURRENT SURVEY CONTROL
 JN0442  ______________________________________________________________________
 JN0442* NAD 83(1994) POSITION- 38 01 46.64032(N) 110 04 45.25788(W)   ADJUSTED
 JN0442* NAVD 88 ORTHO HEIGHT -  1647.7   (meters)     5406.    (feet) VERTCON3
 JN0442  ______________________________________________________________________
 JN0442  GEOID HEIGHT    -        -20.043 (meters)                     GEOID18
 JN0442  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 JN0442  HORZ ORDER      -  THIRD
 JN0442
 JN0442.The horizontal coordinates were established by classical geodetic methods
 JN0442.and adjusted by the National Geodetic Survey in November 1997.
 JN0442
 JN0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0442
 JN0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0442.GEOID18 height accuracy estimate available here.
 JN0442
 JN0442.Click photographs - Photos may exist for this station.
 JN0442
 JN0442.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0442
 JN0442. The following values were computed from the NAD 83(1994) position.
 JN0442
 JN0442;                    North         East     Units Scale Factor Converg.
 JN0442;SPC UT S     - 3,152,214.556   624,729.052   MT  0.99996045   +0 52 13.7
 JN0442;SPC UT S     -10,341,890.59  2,049,631.90   sFT  0.99996045   +0 52 13.7
 JN0442;UTM  12      - 4,209,501.725   580,808.735   MT  0.99968042   +0 34 02.2
 JN0442
 JN0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0442!SPC UT S     -   0.99974466  x   0.99996045  =   0.99970512
 JN0442!UTM  12      -   0.99974466  x   0.99968042  =   0.99942516
 JN0442
 JN0442:                Primary Azimuth Mark                     Grid Az
 JN0442:SPC UT S     -  ET U 194                                 190 26 05.0
 JN0442:UTM  12      -  ET U 194                                 190 44 16.5
 JN0442
 JN0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH8080809501(NAD 83)
 JN0442
 JN0442|---------------------------------------------------------------------|
 JN0442| PID    Reference Object                     Distance      Geod. Az  |
 JN0442|                                                           dddmmss.s |
 JN0442| JN0443 ET U 194                            APPROX. 2.4 KM 1911818.7 |
 JN0442|---------------------------------------------------------------------|
 JN0442
 JN0442                          SUPERSEDED SURVEY CONTROL
 JN0442
 JN0442  NAD 83(1986)-  38 01 46.63253(N)    110 04 45.25832(W) AD(       ) 3
 JN0442  NAD 27      -  38 01 46.68260(N)    110 04 42.78283(W) AD(       ) 3
 JN0442  NGVD 29 (07/19/86) 1646.7    (m)         5403.     (f) VERT ANG       
 JN0442
 JN0442.Superseded values are not recommended for survey control.
 JN0442
 JN0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0442.See file dsdata.pdf to determine how the superseded data were derived.
 JN0442
 JN0442_MARKER: DD = SURVEY DISK
 JN0442_SETTING: 66 = SET IN ROCK OUTCROP
 JN0442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0442+STABILITY: POSITION/ELEVATION WELL
 JN0442
 JN0442  HISTORY     - Date     Condition        Report By
 JN0442  HISTORY     - 1959     MONUMENTED       USGS
 JN0442
 JN0442                          STATION DESCRIPTION
 JN0442
 JN0442'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JN0442'LOCATED ABOUT 1.8 MI. N-NE. OF THE JUNCTION OF GYPSUM CANYON AND
 JN0442'THE COLORADO RIVER, AND 0.5 MI. SW. OF THE JUNCTION OF WATERHOLE
 JN0442'CANYON AND THE COLORADO RIVER, ON THE W. SIDE OF THE COLORADO
 JN0442'RIVER.  STATION IS 20 FT. N. OF A CLIFF EDGE.
 JN0442'
 JN0442'STATION REACHED BY HELICOPTER.
 JN0442'
 JN0442'STATION MARK--STANDARD TABLET, STAMPED ---ET U 195 1959---, CEMENTED
 JN0442'IN DRILL HOLE IN SOLID ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0441 ***********************************************************************
 JN0441  DESIGNATION -  ET U 196
 JN0441  PID         -  JN0441
 JN0441  STATE/COUNTY-  UT/SAN JUAN
 JN0441  COUNTRY     -  US
 JN0441  USGS QUAD   -  TEAPOT ROCK (2017)
 JN0441
 JN0441                         *CURRENT SURVEY CONTROL
 JN0441  ______________________________________________________________________
 JN0441* NAD 83(1994) POSITION- 38 02 18.66561(N) 110 02 59.52857(W)   ADJUSTED
 JN0441* NAVD 88 ORTHO HEIGHT -  1717.8   (meters)     5636.    (feet) VERTCON3
 JN0441  ______________________________________________________________________
 JN0441  GEOID HEIGHT    -        -19.936 (meters)                     GEOID18
 JN0441  LAPLACE CORR    -          6.74  (seconds)                    DEFLEC18
 JN0441  HORZ ORDER      -  THIRD
 JN0441
 JN0441.The horizontal coordinates were established by classical geodetic methods
 JN0441.and adjusted by the National Geodetic Survey in November 1997.
 JN0441
 JN0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0441
 JN0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0441.GEOID18 height accuracy estimate available here.
 JN0441
 JN0441.Click photographs - Photos may exist for this station.
 JN0441
 JN0441.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0441
 JN0441. The following values were computed from the NAD 83(1994) position.
 JN0441
 JN0441;                    North         East     Units Scale Factor Converg.
 JN0441;SPC UT S     - 3,153,241.396   627,291.872   MT  0.99996113   +0 53 18.5
 JN0441;SPC UT S     -10,345,259.48  2,058,040.08   sFT  0.99996113   +0 53 18.5
 JN0441;UTM  12      - 4,210,514.712   583,376.237   MT  0.99968562   +0 35 07.8
 JN0441
 JN0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0441!SPC UT S     -   0.99973365  x   0.99996113  =   0.99969479
 JN0441!UTM  12      -   0.99973365  x   0.99968562  =   0.99941936
 JN0441
 JN0441:                Primary Azimuth Mark                     Grid Az
 JN0441:SPC UT S     -  FORKS=ET U 198                           331 04 00.0
 JN0441:UTM  12      -  FORKS=ET U 198                           331 22 10.7
 JN0441
 JN0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH8337610514(NAD 83)
 JN0441
 JN0441|---------------------------------------------------------------------|
 JN0441| PID    Reference Object                     Distance      Geod. Az  |
 JN0441|                                                           dddmmss.s |
 JN0441| JN0437 FORKS=ET U 198                      APPROX. 2.5 KM 3315718.5 |
 JN0441|---------------------------------------------------------------------|
 JN0441
 JN0441                          SUPERSEDED SURVEY CONTROL
 JN0441
 JN0441  NAD 83(1986)-  38 02 18.65783(N)    110 02 59.52897(W) AD(       ) 3
 JN0441  NAD 27      -  38 02 18.70886(N)    110 02 57.05696(W) AD(       ) 3
 JN0441  NGVD 29 (07/19/86) 1716.8    (m)         5633.     (f) VERT ANG       
 JN0441
 JN0441.Superseded values are not recommended for survey control.
 JN0441
 JN0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0441.See file dsdata.pdf to determine how the superseded data were derived.
 JN0441
 JN0441_MARKER: DD = SURVEY DISK
 JN0441_SETTING: 0 = UNSPECIFIED SETTING
 JN0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0441
 JN0441  HISTORY     - Date     Condition        Report By
 JN0441  HISTORY     - 1959     MONUMENTED       USGS
 JN0441
 JN0441                          STATION DESCRIPTION
 JN0441
 JN0441'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JN0441'LOCATED ABOUT 3.0 MI. S-SW. OF THE JUNCTION OF CALF CANYON AND THE
 JN0441'COLORADO RIVER, 2.6 MI. NE. OF THE JUNCTION OF GYPSUM CANYON WITH
 JN0441'THE COLORADO RIVER, AND IS S. AND E. OF THE COLORADO RIVER ON A
 JN0441'PROMINENT HIGH SMALL ROUNDED TOP OVERLOOKING IMPERIAL VALLEY TO THE
 JN0441'S.
 JN0441'
 JN0441'STATION REACHED BY HELICOPTER.
 JN0441'
 JN0441'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 196 1959---,
 JN0441'CEMENTED IN DRILL HOLE IN TOP OF SOLID SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0444 ***********************************************************************
 JN0444  DESIGNATION -  ET U 197
 JN0444  PID         -  JN0444
 JN0444  STATE/COUNTY-  UT/GARFIELD
 JN0444  COUNTRY     -  US
 JN0444  USGS QUAD   -  TEAPOT ROCK (2017)
 JN0444
 JN0444                         *CURRENT SURVEY CONTROL
 JN0444  ______________________________________________________________________
 JN0444* NAD 83(1994) POSITION- 38 01 22.43595(N) 110 06 53.05804(W)   ADJUSTED
 JN0444* NAVD 88 ORTHO HEIGHT -  1675.2   (meters)     5496.    (feet) VERTCON3
 JN0444  ______________________________________________________________________
 JN0444  GEOID HEIGHT    -        -20.150 (meters)                     GEOID18
 JN0444  LAPLACE CORR    -          4.52  (seconds)                    DEFLEC18
 JN0444  HORZ ORDER      -  THIRD
 JN0444
 JN0444.The horizontal coordinates were established by classical geodetic methods
 JN0444.and adjusted by the National Geodetic Survey in November 1997.
 JN0444
 JN0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0444
 JN0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0444.GEOID18 height accuracy estimate available here.
 JN0444
 JN0444.Click photographs - Photos may exist for this station.
 JN0444
 JN0444.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0444
 JN0444. The following values were computed from the NAD 83(1994) position.
 JN0444
 JN0444;                    North         East     Units Scale Factor Converg.
 JN0444;SPC UT S     - 3,151,421.629   621,623.779   MT  0.99995996   +0 50 55.4
 JN0444;SPC UT S     -10,339,289.13  2,039,444.01   sFT  0.99995996   +0 50 55.4
 JN0444;UTM  12      - 4,208,725.467   577,700.187   MT  0.99967436   +0 32 43.2
 JN0444
 JN0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0444!SPC UT S     -   0.99974037  x   0.99995996  =   0.99970034
 JN0444!UTM  12      -   0.99974037  x   0.99967436  =   0.99941481
 JN0444
 JN0444:                Primary Azimuth Mark                     Grid Az
 JN0444:SPC UT S     -  ET U 192                                 168 51 00.7
 JN0444:UTM  12      -  ET U 192                                 169 09 12.9
 JN0444
 JN0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH7770008725(NAD 83)
 JN0444
 JN0444|---------------------------------------------------------------------|
 JN0444| PID    Reference Object                     Distance      Geod. Az  |
 JN0444|                                                           dddmmss.s |
 JN0444| HN0822 ET U 192                            APPROX. 3.1 KM 1694156.1 |
 JN0444|---------------------------------------------------------------------|
 JN0444
 JN0444                          SUPERSEDED SURVEY CONTROL
 JN0444
 JN0444  NAD 83(1986)-  38 01 22.42838(N)    110 06 53.05851(W) AD(       ) 3
 JN0444  NAD 27      -  38 01 22.47746(N)    110 06 50.57886(W) AD(       ) 3
 JN0444  NGVD 29 (07/19/86) 1674.2    (m)         5493.     (f) VERT ANG       
 JN0444
 JN0444.Superseded values are not recommended for survey control.
 JN0444
 JN0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0444.See file dsdata.pdf to determine how the superseded data were derived.
 JN0444
 JN0444_MARKER: DD = SURVEY DISK
 JN0444_SETTING: 0 = UNSPECIFIED SETTING
 JN0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0444
 JN0444  HISTORY     - Date     Condition        Report By
 JN0444  HISTORY     - 1959     MONUMENTED       USGS
 JN0444
 JN0444                          STATION DESCRIPTION
 JN0444
 JN0444'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JN0444'LOCATED ABOUT 23 MI. NE. OF HITE, 2.5 MI. NW. OF OCEAN POINT AND 1 MI.
 JN0444'N. OF THE COLORADO RIVER AT THE MOUTH OF AN UNNAMED CANYON WHICH
 JN0444'ENTERS THE COLORADO CANYON N. AND OPPOSITE BOWDIE POINT, ON A ROCKY
 JN0444'POINT ON THE W. SIDE OF THE CANYON.
 JN0444'
 JN0444'STATION REACHED BY HELICOPTER.
 JN0444'
 JN0444'STATION MARK--STANDARD TABLET, STAMPED ---ET U 197 1959---, CEMENTED
 JN0444'IN ROCKY SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0439 ***********************************************************************
 JN0439  DESIGNATION -  ET U 199
 JN0439  PID         -  JN0439
 JN0439  STATE/COUNTY-  UT/SAN JUAN
 JN0439  COUNTRY     -  US
 JN0439  USGS QUAD   -  TEAPOT ROCK (2017)
 JN0439
 JN0439                         *CURRENT SURVEY CONTROL
 JN0439  ______________________________________________________________________
 JN0439* NAD 83(1994) POSITION- 38 04 20.11452(N) 110 02 22.29259(W)   ADJUSTED
 JN0439* NAVD 88 ORTHO HEIGHT -  1579.7   (meters)     5183.    (feet) VERTCON3
 JN0439  ______________________________________________________________________
 JN0439  GEOID HEIGHT    -        -19.914 (meters)                     GEOID18
 JN0439  LAPLACE CORR    -          4.31  (seconds)                    DEFLEC18
 JN0439  HORZ ORDER      -  THIRD
 JN0439
 JN0439.The horizontal coordinates were established by classical geodetic methods
 JN0439.and adjusted by the National Geodetic Survey in November 1997.
 JN0439
 JN0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0439
 JN0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0439.GEOID18 height accuracy estimate available here.
 JN0439
 JN0439.Click photographs - Photos may exist for this station.
 JN0439
 JN0439.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0439
 JN0439. The following values were computed from the NAD 83(1994) position.
 JN0439
 JN0439;                    North         East     Units Scale Factor Converg.
 JN0439;SPC UT S     - 3,156,999.520   628,141.255   MT  0.99996391   +0 53 41.3
 JN0439;SPC UT S     -10,357,589.26  2,060,826.77   sFT  0.99996391   +0 53 41.3
 JN0439;UTM  12      - 4,214,267.260   584,245.226   MT  0.99968741   +0 35 32.3
 JN0439
 JN0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0439!SPC UT S     -   0.99975531  x   0.99996391  =   0.99971923
 JN0439!UTM  12      -   0.99975531  x   0.99968741  =   0.99944280
 JN0439
 JN0439:                Primary Azimuth Mark                     Grid Az
 JN0439:SPC UT S     -  ET U 201                                 320 43 54.2
 JN0439:UTM  12      -  ET U 201                                 321 02 03.2
 JN0439
 JN0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH8424514267(NAD 83)
 JN0439
 JN0439|---------------------------------------------------------------------|
 JN0439| PID    Reference Object                     Distance      Geod. Az  |
 JN0439|                                                           dddmmss.s |
 JN0439| JN0440 ET U 201                            APPROX. 0.8 KM 3213735.5 |
 JN0439|---------------------------------------------------------------------|
 JN0439
 JN0439                          SUPERSEDED SURVEY CONTROL
 JN0439
 JN0439  NAD 83(1986)-  38 04 20.10680(N)    110 02 22.29264(W) AD(       ) 3
 JN0439  NAD 27      -  38 04 20.16027(N)    110 02 19.82319(W) AD(       ) 3
 JN0439  NGVD 29 (07/19/86) 1578.7    (m)         5179.     (f) VERT ANG       
 JN0439
 JN0439.Superseded values are not recommended for survey control.
 JN0439
 JN0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0439.See file dsdata.pdf to determine how the superseded data were derived.
 JN0439
 JN0439_MARKER: DD = SURVEY DISK
 JN0439_SETTING: 0 = UNSPECIFIED SETTING
 JN0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0439
 JN0439  HISTORY     - Date     Condition        Report By
 JN0439  HISTORY     - 1959     MONUMENTED       USGS
 JN0439
 JN0439                          STATION DESCRIPTION
 JN0439
 JN0439'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JN0439'LOCATED ABOUT 1.0 MI. NW. OF IMPERIAL VALLEY, 0.5 MI. S. OF COLORADO
 JN0439'RIVER, ON TOP OF A LARGE SANDSTONE.
 JN0439'
 JN0439'STATION REACHED BY HELICOPTER.
 JN0439'
 JN0439'STATION MARK--STANDARD TABLET, STAMPED ---ET U 199 1959---, ON TOP
 JN0439'OF LARGE SANDSTONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0787 ***********************************************************************
 HN0787  DESIGNATION -  ET U 2
 HN0787  PID         -  HN0787
 HN0787  STATE/COUNTY-  UT/KANE
 HN0787  COUNTRY     -  US
 HN0787  USGS QUAD   -  LONE ROCK (2017)
 HN0787
 HN0787                         *CURRENT SURVEY CONTROL
 HN0787  ______________________________________________________________________
 HN0787* NAD 83(1994) POSITION- 37 02 24.03786(N) 111 31 14.97832(W)   ADJUSTED
 HN0787* NAVD 88 ORTHO HEIGHT -  1287.2   (meters)     4223.    (feet) VERTCON3
 HN0787  ______________________________________________________________________
 HN0787  GEOID HEIGHT    -        -23.395 (meters)                     GEOID18
 HN0787  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 HN0787  HORZ ORDER      -  THIRD
 HN0787
 HN0787.The horizontal coordinates were established by classical geodetic methods
 HN0787.and adjusted by the National Geodetic Survey in November 1997.
 HN0787
 HN0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0787
 HN0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0787.GEOID18 height accuracy estimate available here.
 HN0787
 HN0787.Click photographs - Photos may exist for this station.
 HN0787
 HN0787.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0787
 HN0787. The following values were computed from the NAD 83(1994) position.
 HN0787
 HN0787;                    North         East     Units Scale Factor Converg.
 HN0787;SPC UT S     - 3,041,435.477   498,147.033   MT  1.00003498   -0 00 45.9
 HN0787;SPC UT S     - 9,978,442.89  1,634,337.39   sFT  1.00003498   -0 00 45.9
 HN0787;UTM  12      - 4,099,437.692   453,682.950   MT  0.99962643   -0 18 49.5
 HN0787
 HN0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0787!SPC UT S     -   0.99980171  x   1.00003498  =   0.99983668
 HN0787!UTM  12      -   0.99980171  x   0.99962643  =   0.99942821
 HN0787
 HN0787:                Primary Azimuth Mark                     Grid Az
 HN0787:SPC UT S     -  ET U 3                                   280 40 16.7
 HN0787:UTM  12      -  ET U 3                                   280 58 20.3
 HN0787
 HN0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5368299437(NAD 83)
 HN0787
 HN0787|---------------------------------------------------------------------|
 HN0787| PID    Reference Object                     Distance      Geod. Az  |
 HN0787|                                                           dddmmss.s |
 HN0787| HN0790 ET U 3                              APPROX. 5.1 KM 2803930.8 |
 HN0787|---------------------------------------------------------------------|
 HN0787
 HN0787                          SUPERSEDED SURVEY CONTROL
 HN0787
 HN0787  NAD 83(1992)-  37 02 24.03760(N)    111 31 14.97842(W) AD(       ) 3
 HN0787  NAD 83(1986)-  37 02 24.03363(N)    111 31 14.98044(W) AD(       ) 3
 HN0787  NAD 27      -  37 02 24.07770(N)    111 31 12.40070(W) AD(       ) 3
 HN0787  NGVD 29 (07/19/86) 1286.3    (m)         4220.     (f) VERT ANG       
 HN0787
 HN0787.Superseded values are not recommended for survey control.
 HN0787
 HN0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0787.See file dsdata.pdf to determine how the superseded data were derived.
 HN0787
 HN0787_MARKER: DD = SURVEY DISK
 HN0787_SETTING: 66 = SET IN ROCK OUTCROP
 HN0787_STAMPING: ET U 2 1959
 HN0787_MARK LOGO: USGS
 HN0787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0787+STABILITY: POSITION/ELEVATION WELL
 HN0787
 HN0787  HISTORY     - Date     Condition        Report By
 HN0787  HISTORY     - 1959     MONUMENTED       USGS
 HN0787
 HN0787                          STATION DESCRIPTION
 HN0787
 HN0787'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0787'LOCATED ABOUT 7.4 MI. NW. OF GLEN CANYON DAM, 1.4 MI. NE. OF JUNCTION
 HN0787'OF LONE ROCK CANYON AND WAHWEAP CREEK, ON E. EDGE OF MESA-LIKE RIDGE
 HN0787'THAT BREAKS OFF SHARPLY TO E.
 HN0787'
 HN0787'STATION REACHED BY HELICOPTER.
 HN0787'
 HN0787'STATION MARK--STANDARD TABLET, STAMPED ---ET U 2 1959---, CEMENTED
 HN0787'IN DRILL HOLE IN TOP OF SOLID SANDSTONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0730 ***********************************************************************
 HN0730  DESIGNATION -  ET U 20
 HN0730  PID         -  HN0730
 HN0730  STATE/COUNTY-  UT/SAN JUAN
 HN0730  COUNTRY     -  US
 HN0730  USGS QUAD   -  GREGORY BUTTE (2017)
 HN0730
 HN0730                         *CURRENT SURVEY CONTROL
 HN0730  ______________________________________________________________________
 HN0730* NAD 83(1994) POSITION- 37 02 08.57619(N) 111 10 46.44955(W)   ADJUSTED
 HN0730* NAVD 88 ORTHO HEIGHT -  1502.4   (meters)     4929.    (feet) VERTCON3
 HN0730  ______________________________________________________________________
 HN0730  GEOID HEIGHT    -        -23.200 (meters)                     GEOID18
 HN0730  LAPLACE CORR    -         10.05  (seconds)                    DEFLEC18
 HN0730  HORZ ORDER      -  THIRD
 HN0730
 HN0730.The horizontal coordinates were established by classical geodetic methods
 HN0730.and adjusted by the National Geodetic Survey in November 1997.
 HN0730
 HN0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0730
 HN0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0730.GEOID18 height accuracy estimate available here.
 HN0730
 HN0730.Click photographs - Photos may exist for this station.
 HN0730
 HN0730.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0730
 HN0730. The following values were computed from the NAD 83(1994) position.
 HN0730
 HN0730;                    North         East     Units Scale Factor Converg.
 HN0730;SPC UT S     - 3,041,007.456   528,509.694   MT  1.00003595   +0 11 46.8
 HN0730;SPC UT S     - 9,977,038.63  1,733,952.22   sFT  1.00003595   +0 11 46.8
 HN0730;UTM  12      - 4,098,849.504   484,030.097   MT  0.99960314   -0 06 29.4
 HN0730
 HN0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0730!SPC UT S     -   0.99976791  x   1.00003595  =   0.99980386
 HN0730!UTM  12      -   0.99976791  x   0.99960314  =   0.99937115
 HN0730
 HN0730:                Primary Azimuth Mark                     Grid Az
 HN0730:SPC UT S     -  ET U 21                                  127 12 10.7
 HN0730:UTM  12      -  ET U 21                                  127 30 26.9
 HN0730
 HN0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF8403098849(NAD 83)
 HN0730
 HN0730|---------------------------------------------------------------------|
 HN0730| PID    Reference Object                     Distance      Geod. Az  |
 HN0730|                                                           dddmmss.s |
 HN0730| HN0727 ET U 21                             APPROX. 2.6 KM 1272357.5 |
 HN0730|---------------------------------------------------------------------|
 HN0730
 HN0730                          SUPERSEDED SURVEY CONTROL
 HN0730
 HN0730  NAD 83(1992)-  37 02 08.57505(N)    111 10 46.45003(W) AD(       ) 3
 HN0730  NAD 83(1986)-  37 02 08.56726(N)    111 10 46.45417(W) AD(       ) 3
 HN0730  NAD 27      -  37 02 08.59139(N)    111 10 43.91348(W) AD(       ) 3
 HN0730  NGVD 29 (07/19/86) 1501.4    (m)         4926.     (f) VERT ANG       
 HN0730
 HN0730.Superseded values are not recommended for survey control.
 HN0730
 HN0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0730.See file dsdata.pdf to determine how the superseded data were derived.
 HN0730
 HN0730_MARKER: DD = SURVEY DISK
 HN0730_SETTING: 66 = SET IN ROCK OUTCROP
 HN0730_STAMPING: ET U 20 1959
 HN0730_MARK LOGO: USGS
 HN0730_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0730+STABILITY: POSITION/ELEVATION WELL
 HN0730
 HN0730  HISTORY     - Date     Condition        Report By
 HN0730  HISTORY     - 1959     MONUMENTED       USGS
 HN0730
 HN0730                          STATION DESCRIPTION
 HN0730
 HN0730'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0730'LOCATED ABOUT 4 MI. S. OF COLORADO RIVER, 2 MI. E. OF WEST CANYON
 HN0730'CREEK, ON NW. POINT OF RAINBOW PLATEAU.
 HN0730'
 HN0730'STATION REACHED BY HELICOPTER.
 HN0730'
 HN0730'STATION MARK--STANDARD TABLET, STAMPED ---ET U 20 1959---.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0440 ***********************************************************************
 JN0440  DESIGNATION -  ET U 201
 JN0440  PID         -  JN0440
 JN0440  STATE/COUNTY-  UT/GARFIELD
 JN0440  COUNTRY     -  US
 JN0440  USGS QUAD   -  TEAPOT ROCK (2017)
 JN0440
 JN0440                         *CURRENT SURVEY CONTROL
 JN0440  ______________________________________________________________________
 JN0440* NAD 83(1994) POSITION- 38 04 41.39801(N) 110 02 43.61374(W)   ADJUSTED
 JN0440* NAVD 88 ORTHO HEIGHT -  1563.2   (meters)     5129.    (feet) VERTCON3
 JN0440  ______________________________________________________________________
 JN0440  GEOID HEIGHT    -        -19.925 (meters)                     GEOID18
 JN0440  LAPLACE CORR    -          1.29  (seconds)                    DEFLEC18
 JN0440  HORZ ORDER      -  THIRD
 JN0440
 JN0440.The horizontal coordinates were established by classical geodetic methods
 JN0440.and adjusted by the National Geodetic Survey in November 1997.
 JN0440
 JN0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0440
 JN0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0440.GEOID18 height accuracy estimate available here.
 JN0440
 JN0440.Click photographs - Photos may exist for this station.
 JN0440
 JN0440.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0440
 JN0440. The following values were computed from the NAD 83(1994) position.
 JN0440
 JN0440;                    North         East     Units Scale Factor Converg.
 JN0440;SPC UT S     - 3,157,647.546   627,611.450   MT  0.99996443   +0 53 28.3
 JN0440;SPC UT S     -10,359,715.32  2,059,088.57   sFT  0.99996443   +0 53 28.3
 JN0440;UTM  12      - 4,214,917.894   583,718.995   MT  0.99968632   +0 35 19.5
 JN0440
 JN0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0440!SPC UT S     -   0.99975790  x   0.99996443  =   0.99972234
 JN0440!UTM  12      -   0.99975790  x   0.99968632  =   0.99944430
 JN0440
 JN0440:                Primary Azimuth Mark                     Grid Az
 JN0440:SPC UT S     -  ET U 199                                 140 43 54.1
 JN0440:UTM  12      -  ET U 199                                 141 02 02.9
 JN0440
 JN0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH8371814917(NAD 83)
 JN0440
 JN0440|---------------------------------------------------------------------|
 JN0440| PID    Reference Object                     Distance      Geod. Az  |
 JN0440|                                                           dddmmss.s |
 JN0440| JN0439 ET U 199                            APPROX. 0.8 KM 1413722.4 |
 JN0440|---------------------------------------------------------------------|
 JN0440
 JN0440                          SUPERSEDED SURVEY CONTROL
 JN0440
 JN0440  NAD 83(1986)-  38 04 41.39032(N)    110 02 43.61377(W) AD(       ) 3
 JN0440  NAD 27      -  38 04 41.44401(N)    110 02 41.14393(W) AD(       ) 3
 JN0440  NGVD 29 (07/19/86) 1562.2    (m)         5125.     (f) VERT ANG       
 JN0440
 JN0440.Superseded values are not recommended for survey control.
 JN0440
 JN0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0440.See file dsdata.pdf to determine how the superseded data were derived.
 JN0440
 JN0440_MARKER: DD = SURVEY DISK
 JN0440_SETTING: 66 = SET IN ROCK OUTCROP
 JN0440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0440+STABILITY: POSITION/ELEVATION WELL
 JN0440
 JN0440  HISTORY     - Date     Condition        Report By
 JN0440  HISTORY     - 1959     MONUMENTED       USGS
 JN0440
 JN0440                          STATION DESCRIPTION
 JN0440
 JN0440'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JN0440'LOCATED ABOUT 6.5 MI. SE. OF BAGPIPE BUTTE, 3.5 MI. NE. OF THE
 JN0440'JUNCTION OF WATERHOLE CANYON AND THE COLORADO RIVER, AND 0.2 MI. SE.
 JN0440'OF THE JUNCTION OF CALF CANYON AND THE COLORADO RIVER, ON THE N.
 JN0440'BANK OVERLOOKING THE RIVER.
 JN0440'
 JN0440'STATION REACHED BY HELICOPTER.
 JN0440'
 JN0440'STATION MARK--STANDARD TABLET, STAMPED ---ET U 201 1959---, SET IN
 JN0440'SANDSTONE ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0826 ***********************************************************************
 HN0826  DESIGNATION -  ET U 202
 HN0826  PID         -  HN0826
 HN0826  STATE/COUNTY-  UT/SAN JUAN
 HN0826  COUNTRY     -  US
 HN0826  USGS QUAD   -  BOWDIE CANYON WEST (2017)
 HN0826
 HN0826                         *CURRENT SURVEY CONTROL
 HN0826  ______________________________________________________________________
 HN0826* NAD 83(1994) POSITION- 37 59 31.42861(N) 110 07 49.74510(W)   ADJUSTED
 HN0826* NAVD 88 ORTHO HEIGHT -  1752.1   (meters)     5748.    (feet) VERTCON3
 HN0826  ______________________________________________________________________
 HN0826  GEOID HEIGHT    -        -20.242 (meters)                     GEOID18
 HN0826  LAPLACE CORR    -         11.43  (seconds)                    DEFLEC18
 HN0826  HORZ ORDER      -  THIRD
 HN0826
 HN0826.The horizontal coordinates were established by classical geodetic methods
 HN0826.and adjusted by the National Geodetic Survey in November 1997.
 HN0826
 HN0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0826
 HN0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0826.GEOID18 height accuracy estimate available here.
 HN0826
 HN0826.Click photographs - Photos may exist for this station.
 HN0826
 HN0826.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0826
 HN0826. The following values were computed from the NAD 83(1994) position.
 HN0826
 HN0826;                    North         East     Units Scale Factor Converg.
 HN0826;SPC UT S     - 3,147,979.151   620,291.488   MT  0.99995786   +0 50 20.7
 HN0826;SPC UT S     -10,327,994.93  2,035,072.99   sFT  0.99995786   +0 50 20.7
 HN0826;UTM  12      - 4,205,291.080   576,350.060   MT  0.99967179   +0 32 06.9
 HN0826
 HN0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0826!SPC UT S     -   0.99972832  x   0.99995786  =   0.99968619
 HN0826!UTM  12      -   0.99972832  x   0.99967179  =   0.99940020
 HN0826
 HN0826:                Primary Azimuth Mark                     Grid Az
 HN0826:SPC UT S     -  ET U 191                                 272 16 22.3
 HN0826:UTM  12      -  ET U 191                                 272 34 36.1
 HN0826
 HN0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH7635005291(NAD 83)
 HN0826
 HN0826|---------------------------------------------------------------------|
 HN0826| PID    Reference Object                     Distance      Geod. Az  |
 HN0826|                                                           dddmmss.s |
 HN0826| HN0828 ET U 191                            APPROX. 2.5 KM 2730643.0 |
 HN0826|---------------------------------------------------------------------|
 HN0826
 HN0826                          SUPERSEDED SURVEY CONTROL
 HN0826
 HN0826  NAD 83(1986)-  37 59 31.42126(N)    110 07 49.74575(W) AD(       ) 3
 HN0826  NAD 27      -  37 59 31.46820(N)    110 07 47.26351(W) AD(       ) 3
 HN0826  NGVD 29 (07/19/86) 1751.1    (m)         5745.     (f) VERT ANG       
 HN0826
 HN0826.Superseded values are not recommended for survey control.
 HN0826
 HN0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0826.See file dsdata.pdf to determine how the superseded data were derived.
 HN0826
 HN0826_MARKER: DD = SURVEY DISK
 HN0826_SETTING: 66 = SET IN ROCK OUTCROP
 HN0826_STAMPING: ET U 202 1959
 HN0826_MARK LOGO: USGS
 HN0826_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0826+STABILITY: POSITION/ELEVATION WELL
 HN0826
 HN0826  HISTORY     - Date     Condition        Report By
 HN0826  HISTORY     - 1959     MONUMENTED       USGS
 HN0826
 HN0826                          STATION DESCRIPTION
 HN0826
 HN0826'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0826'LOCATED ABOUT 1.3 MI. NE. OF THE JUNCTION OF BOWDIE CANYON AND THE
 HN0826'COLORADO RIVER AND 2.5 MI. W. OF THE JUNCTION OF PALMER CANYON AND
 HN0826'THE COLORADO RIVER ON A SMALL TOP.
 HN0826'
 HN0826'STATION REACHED BY HELICOPTER.
 HN0826'
 HN0826'STATION MARK--STANDARD TABLET, STAMPED ---ET U 202 1959---, CEMENTED
 HN0826'IN DRILL HOLE IN TOP OF SOLID ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0847 ***********************************************************************
 HN0847  DESIGNATION -  ET U 203
 HN0847  PID         -  HN0847
 HN0847  STATE/COUNTY-  UT/GARFIELD
 HN0847  COUNTRY     -  US
 HN0847  USGS QUAD   -  SEWING MACHINE (2017)
 HN0847
 HN0847                         *CURRENT SURVEY CONTROL
 HN0847  ______________________________________________________________________
 HN0847* NAD 83(1994) POSITION- 37 53 49.29647(N) 110 16 37.85336(W)   ADJUSTED
 HN0847* NAVD 88 ORTHO HEIGHT -  1544.2   (meters)     5066.    (feet) VERTCON3
 HN0847  ______________________________________________________________________
 HN0847  GEOID HEIGHT    -        -20.840 (meters)                     GEOID18
 HN0847  LAPLACE CORR    -          5.65  (seconds)                    DEFLEC18
 HN0847  HORZ ORDER      -  THIRD
 HN0847
 HN0847.The horizontal coordinates were established by classical geodetic methods
 HN0847.and adjusted by the National Geodetic Survey in November 1997.
 HN0847
 HN0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0847
 HN0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0847.GEOID18 height accuracy estimate available here.
 HN0847
 HN0847.Click photographs - Photos may exist for this station.
 HN0847
 HN0847.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0847
 HN0847. The following values were computed from the NAD 83(1994) position.
 HN0847
 HN0847;                    North         East     Units Scale Factor Converg.
 HN0847;SPC UT S     - 3,137,253.291   607,545.071   MT  0.99995323   +0 44 57.1
 HN0847;SPC UT S     -10,292,805.17  1,993,254.12   sFT  0.99995323   +0 44 57.1
 HN0847;UTM  12      - 4,194,636.265   563,550.587   MT  0.99964974   +0 26 38.4
 HN0847
 HN0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0847!SPC UT S     -   0.99976102  x   0.99995323  =   0.99971426
 HN0847!UTM  12      -   0.99976102  x   0.99964974  =   0.99941084
 HN0847
 HN0847:                Primary Azimuth Mark                     Grid Az
 HN0847:SPC UT S     -  NOSE=ET U 177                            325 47 26.1
 HN0847:UTM  12      -  NOSE=ET U 177                            326 05 44.8
 HN0847
 HN0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG6355094636(NAD 83)
 HN0847
 HN0847|---------------------------------------------------------------------|
 HN0847| PID    Reference Object                     Distance      Geod. Az  |
 HN0847|                                                           dddmmss.s |
 HN0847| HN0845 NOSE=ET U 177                       APPROX. 1.2 KM 3263223.2 |
 HN0847|---------------------------------------------------------------------|
 HN0847
 HN0847                          SUPERSEDED SURVEY CONTROL
 HN0847
 HN0847  NAD 83(1986)-  37 53 49.28999(N)    110 16 37.85350(W) AD(       ) 3
 HN0847  NAD 27      -  37 53 49.33224(N)    110 16 35.35902(W) AD(       ) 3
 HN0847  NGVD 29 (07/19/86) 1543.2    (m)         5063.     (f) VERT ANG       
 HN0847
 HN0847.Superseded values are not recommended for survey control.
 HN0847
 HN0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0847.See file dsdata.pdf to determine how the superseded data were derived.
 HN0847
 HN0847_MARKER: DD = SURVEY DISK
 HN0847_SETTING: 66 = SET IN ROCK OUTCROP
 HN0847_STAMPING: ET U 203 1959
 HN0847_MARK LOGO: USGS
 HN0847_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0847+STABILITY: POSITION/ELEVATION WELL
 HN0847
 HN0847  HISTORY     - Date     Condition        Report By
 HN0847  HISTORY     - 1959     MONUMENTED       USGS
 HN0847
 HN0847                          STATION DESCRIPTION
 HN0847
 HN0847'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0847'LOCATED ABOUT 11.5 MI. NE. BY E. OF HITE, ON THE EASTERN RIM OF THE
 HN0847'COLORADO RIVER, 2 MI. N. OF THE NOSE OF MILLE CRAG BEND, AND 0.5 MI.
 HN0847'SW. OF THE JUNCTION OF THE CREEK IN FREDDIES CISTERN WITH THE
 HN0847'COLORADO.
 HN0847'
 HN0847'STATION REACHED BY HELICOPTER.
 HN0847'
 HN0847'STATION MARK--STANDARD TABLET, STAMPED ---ET U 203 1959---, CEMENTED
 HN0847'IN ROCKY KNOLL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0850 ***********************************************************************
 HN0850  DESIGNATION -  ET U 205
 HN0850  PID         -  HN0850
 HN0850  STATE/COUNTY-  UT/GARFIELD
 HN0850  COUNTRY     -  US
 HN0850  USGS QUAD   -  SEWING MACHINE (2017)
 HN0850
 HN0850                         *CURRENT SURVEY CONTROL
 HN0850  ______________________________________________________________________
 HN0850* NAD 83(1994) POSITION- 37 59 34.88413(N) 110 22 23.68860(W)   ADJUSTED
 HN0850* NAVD 88 ORTHO HEIGHT -  1418.4   (meters)     4654.    (feet) VERTCON3
 HN0850  ______________________________________________________________________
 HN0850  GEOID HEIGHT    -        -20.724 (meters)                     GEOID18
 HN0850  LAPLACE CORR    -          4.69  (seconds)                    DEFLEC18
 HN0850  HORZ ORDER      -  THIRD
 HN0850
 HN0850.The horizontal coordinates were established by classical geodetic methods
 HN0850.and adjusted by the National Geodetic Survey in November 1997.
 HN0850
 HN0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0850
 HN0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0850.GEOID18 height accuracy estimate available here.
 HN0850
 HN0850.Click photographs - Photos may exist for this station.
 HN0850
 HN0850.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0850
 HN0850. The following values were computed from the NAD 83(1994) position.
 HN0850
 HN0850;                    North         East     Units Scale Factor Converg.
 HN0850;SPC UT S     - 3,147,801.085   598,968.320   MT  0.99995793   +0 41 25.3
 HN0850;SPC UT S     -10,327,410.73  1,965,115.23   sFT  0.99995793   +0 41 25.3
 HN0850;UTM  12      - 4,205,226.237   555,032.735   MT  0.99963730   +0 23 08.9
 HN0850
 HN0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0850!SPC UT S     -   0.99978073  x   0.99995793  =   0.99973867
 HN0850!UTM  12      -   0.99978073  x   0.99963730  =   0.99941811
 HN0850
 HN0850:                Primary Azimuth Mark                     Grid Az
 HN0850:SPC UT S     -  HOG=ET U 184                             242 30 56.6
 HN0850:UTM  12      -  HOG=ET U 184                             242 49 13.0
 HN0850
 HN0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH5503205226(NAD 83)
 HN0850
 HN0850|---------------------------------------------------------------------|
 HN0850| PID    Reference Object                     Distance      Geod. Az  |
 HN0850|                                                           dddmmss.s |
 HN0850| HN0865 HOG=ET U 184                        APPROX. 4.4 KM 2431221.9 |
 HN0850|---------------------------------------------------------------------|
 HN0850
 HN0850                          SUPERSEDED SURVEY CONTROL
 HN0850
 HN0850  NAD 83(1986)-  37 59 34.87746(N)    110 22 23.68820(W) AD(       ) 3
 HN0850  NAD 27      -  37 59 34.92344(N)    110 22 21.18030(W) AD(       ) 3
 HN0850  NGVD 29 (07/19/86) 1417.4    (m)         4650.     (f) VERT ANG       
 HN0850
 HN0850.Superseded values are not recommended for survey control.
 HN0850
 HN0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0850.See file dsdata.pdf to determine how the superseded data were derived.
 HN0850
 HN0850_MARKER: DD = SURVEY DISK
 HN0850_SETTING: 66 = SET IN ROCK OUTCROP
 HN0850_STAMPING: ET U 205 1959
 HN0850_MARK LOGO: USGS
 HN0850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0850+STABILITY: POSITION/ELEVATION WELL
 HN0850
 HN0850  HISTORY     - Date     Condition        Report By
 HN0850  HISTORY     - 1959     MONUMENTED       USGS
 HN0850
 HN0850                          STATION DESCRIPTION
 HN0850
 HN0850'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0850'LOCATED ABOUT 13.5 MI. NE. OF HITE, AND ABOUT 7.4 MI. N. OF THE
 HN0850'CONFLUENCE OF THE DIRTY DEVIL RIVER AND THE COLORADO RIVER, AT AN
 HN0850'ELBOW S. OF THE HIGHEST POINT ON THE RIDGE.
 HN0850'
 HN0850'STATION REACHED BY HELICOPTER.
 HN0850'
 HN0850'STATION MARK--STANDARD TABLET, STAMPED ---ET U 205 1959---, CEMENTED
 HN0850'IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0870 ***********************************************************************
 HN0870  DESIGNATION -  ET U 206
 HN0870  PID         -  HN0870
 HN0870  STATE/COUNTY-  UT/GARFIELD
 HN0870  COUNTRY     -  US
 HN0870  USGS QUAD   -  HITE NORTH (2017)
 HN0870
 HN0870                         *CURRENT SURVEY CONTROL
 HN0870  ______________________________________________________________________
 HN0870* NAD 83(1994) POSITION- 37 53 50.69331(N) 110 27 36.15665(W)   ADJUSTED
 HN0870* NAVD 88 ORTHO HEIGHT -  1602.7   (meters)     5258.    (feet) VERTCON3
 HN0870  ______________________________________________________________________
 HN0870  GEOID HEIGHT    -        -20.964 (meters)                     GEOID18
 HN0870  LAPLACE CORR    -         -6.90  (seconds)                    DEFLEC18
 HN0870  HORZ ORDER      -  THIRD
 HN0870
 HN0870.The horizontal coordinates were established by classical geodetic methods
 HN0870.and adjusted by the National Geodetic Survey in November 1997.
 HN0870
 HN0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0870
 HN0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0870.GEOID18 height accuracy estimate available here.
 HN0870
 HN0870.Click photographs - Photos may exist for this station.
 HN0870
 HN0870.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0870
 HN0870. The following values were computed from the NAD 83(1994) position.
 HN0870
 HN0870;                    North         East     Units Scale Factor Converg.
 HN0870;SPC UT S     - 3,137,101.781   591,462.870   MT  0.99995325   +0 38 13.8
 HN0870;SPC UT S     -10,292,308.09  1,940,491.10   sFT  0.99995325   +0 38 13.8
 HN0870;UTM  12      - 4,194,570.485   547,472.873   MT  0.99962776   +0 19 54.0
 HN0870
 HN0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0870!SPC UT S     -   0.99975187  x   0.99995325  =   0.99970513
 HN0870!UTM  12      -   0.99975187  x   0.99962776  =   0.99937972
 HN0870
 HN0870:                Primary Azimuth Mark                     Grid Az
 HN0870:SPC UT S     -  HITE=ET U 174                            146 47 41.6
 HN0870:UTM  12      -  HITE=ET U 174                            147 06 01.4
 HN0870
 HN0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG4747294570(NAD 83)
 HN0870
 HN0870|---------------------------------------------------------------------|
 HN0870| PID    Reference Object                     Distance      Geod. Az  |
 HN0870|                                                           dddmmss.s |
 HN0870| HN0854 HITE=ET U 174                       APPROX. 5.0 KM 1472555.4 |
 HN0870|---------------------------------------------------------------------|
 HN0870
 HN0870                          SUPERSEDED SURVEY CONTROL
 HN0870
 HN0870  NAD 83(1986)-  37 53 50.68709(N)    110 27 36.15615(W) AD(       ) 3
 HN0870  NAD 27      -  37 53 50.73298(N)    110 27 33.63906(W) AD(       ) 3
 HN0870  NGVD 29 (07/19/86) 1601.7    (m)         5255.     (f) VERT ANG       
 HN0870
 HN0870.Superseded values are not recommended for survey control.
 HN0870
 HN0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0870.See file dsdata.pdf to determine how the superseded data were derived.
 HN0870
 HN0870_MARKER: DD = SURVEY DISK
 HN0870_SETTING: 66 = SET IN ROCK OUTCROP
 HN0870_STAMPING: ET U 206 1959
 HN0870_MARK LOGO: USGS
 HN0870_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0870+STABILITY: POSITION/ELEVATION WELL
 HN0870
 HN0870  HISTORY     - Date     Condition        Report By
 HN0870  HISTORY     - 1959     MONUMENTED       USGS
 HN0870
 HN0870                          STATION DESCRIPTION
 HN0870
 HN0870'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0870'LOCATED ABOUT 6.4 MI. N. OF HITE, AND 3.8 MI. W. OF THE CONFLUENCE
 HN0870'OF THE DIRTY DEVIL RIVER AND THE COLORADO RIVER, ON THE N. END OF A
 HN0870'LONG SANDSTONE TOP.
 HN0870'
 HN0870'STATION REACHED BY HELICOPTER.
 HN0870'
 HN0870'STATION MARK--STANDARD TABLET, STAMPED ---ET U 206 1959---, CEMENTED
 HN0870'IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0864 ***********************************************************************
 HN0864  DESIGNATION -  ET U 207
 HN0864  PID         -  HN0864
 HN0864  STATE/COUNTY-  UT/GARFIELD
 HN0864  COUNTRY     -  US
 HN0864  USGS QUAD   -  HITE SOUTH (2017)
 HN0864
 HN0864                         *CURRENT SURVEY CONTROL
 HN0864  ______________________________________________________________________
 HN0864* NAD 83(1994) POSITION- 37 50 05.13894(N) 110 29 51.13498(W)   ADJUSTED
 HN0864* NAVD 88 ORTHO HEIGHT -  1342.9   (meters)     4406.    (feet) VERTCON3
 HN0864  ______________________________________________________________________
 HN0864  GEOID HEIGHT    -        -21.142 (meters)                     GEOID18
 HN0864  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 HN0864  HORZ ORDER      -  THIRD
 HN0864
 HN0864.The horizontal coordinates were established by classical geodetic methods
 HN0864.and adjusted by the National Geodetic Survey in November 1997.
 HN0864
 HN0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0864
 HN0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0864.GEOID18 height accuracy estimate available here.
 HN0864
 HN0864.Click photographs - Photos may exist for this station.
 HN0864
 HN0864.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0864
 HN0864. The following values were computed from the NAD 83(1994) position.
 HN0864
 HN0864;                    North         East     Units Scale Factor Converg.
 HN0864;SPC UT S     - 3,130,112.288   588,239.993   MT  0.99995169   +0 36 51.1
 HN0864;SPC UT S     -10,269,376.73  1,929,917.38   sFT  0.99995169   +0 36 51.1
 HN0864;UTM  12      - 4,187,600.566   544,213.808   MT  0.99962408   +0 18 29.6
 HN0864
 HN0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0864!SPC UT S     -   0.99979264  x   0.99995169  =   0.99974434
 HN0864!UTM  12      -   0.99979264  x   0.99962408  =   0.99941680
 HN0864
 HN0864:                Primary Azimuth Mark                     Grid Az
 HN0864:SPC UT S     -  TRACHYTE=ET U 171                        169 35 19.7
 HN0864:UTM  12      -  TRACHYTE=ET U 171                        169 53 41.2
 HN0864
 HN0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG4421387600(NAD 83)
 HN0864
 HN0864|---------------------------------------------------------------------|
 HN0864| PID    Reference Object                     Distance      Geod. Az  |
 HN0864|                                                           dddmmss.s |
 HN0864| HN0855 TRACHYTE=ET U 171                   APPROX. 2.2 KM 1701210.8 |
 HN0864|---------------------------------------------------------------------|
 HN0864
 HN0864                          SUPERSEDED SURVEY CONTROL
 HN0864
 HN0864  NAD 83(1986)-  37 50 05.13302(N)    110 29 51.13437(W) AD(       ) 3
 HN0864  NAD 27      -  37 50 05.17734(N)    110 29 48.61720(W) AD(       ) 3
 HN0864  NGVD 29 (07/19/86) 1341.9    (m)         4403.     (f) VERT ANG       
 HN0864
 HN0864.Superseded values are not recommended for survey control.
 HN0864
 HN0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0864.See file dsdata.pdf to determine how the superseded data were derived.
 HN0864
 HN0864_MARKER: DD = SURVEY DISK
 HN0864_SETTING: 66 = SET IN ROCK OUTCROP
 HN0864_STAMPING: ET U 207 1959
 HN0864_MARK LOGO: USGS
 HN0864_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0864+STABILITY: POSITION/ELEVATION WELL
 HN0864
 HN0864  HISTORY     - Date     Condition        Report By
 HN0864  HISTORY     - 1959     MONUMENTED       USGS
 HN0864
 HN0864                          STATION DESCRIPTION
 HN0864
 HN0864'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0864'LOCATED ABOUT 3.7 MI. NW. OF HITE, AND 3.0 MI. UP THE TRACHYTE CREEK,
 HN0864'AT THE FORKS OF TRACHYTE CREEK AND SWETT CREEK AND 0.3 MI. W. OF THE
 HN0864'FORKS, AT THE E. END OF THE BLUFF.
 HN0864'
 HN0864'STATION REACHED BY HELICOPTER.
 HN0864'
 HN0864'STATION MARK--STANDARD TABLET, STAMPED ---ET U 207 1959---, CEMENTED
 HN0864'IN BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0840 ***********************************************************************
 HN0840  DESIGNATION -  ET U 208
 HN0840  PID         -  HN0840
 HN0840  STATE/COUNTY-  UT/SAN JUAN
 HN0840  COUNTRY     -  US
 HN0840  USGS QUAD   -  GOOD HOPE BAY (2017)
 HN0840
 HN0840                         *CURRENT SURVEY CONTROL
 HN0840  ______________________________________________________________________
 HN0840* NAD 83(1994) POSITION- 37 40 20.83997(N) 110 23 28.49429(W)   ADJUSTED
 HN0840* NAVD 88 ORTHO HEIGHT -  1221.8   (meters)     4009.    (feet) VERTCON3
 HN0840  ______________________________________________________________________
 HN0840  GEOID HEIGHT    -        -21.355 (meters)                     GEOID18
 HN0840  LAPLACE CORR    -          6.76  (seconds)                    DEFLEC18
 HN0840  HORZ ORDER      -  THIRD
 HN0840
 HN0840.The horizontal coordinates were established by classical geodetic methods
 HN0840.and adjusted by the National Geodetic Survey in November 1997.
 HN0840
 HN0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0840
 HN0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0840.GEOID18 height accuracy estimate available here.
 HN0840
 HN0840.Click photographs - Photos may exist for this station.
 HN0840
 HN0840.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0840
 HN0840. The following values were computed from the NAD 83(1994) position.
 HN0840
 HN0840;                    North         East     Units Scale Factor Converg.
 HN0840;SPC UT S     - 3,112,205.475   597,809.055   MT  0.99995319   +0 40 45.5
 HN0840;SPC UT S     -10,210,627.46  1,961,311.87   sFT  0.99995319   +0 40 45.5
 HN0840;UTM  12      - 4,169,648.591   553,683.863   MT  0.99963550   +0 22 19.4
 HN0840
 HN0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0840!SPC UT S     -   0.99981167  x   0.99995319  =   0.99976487
 HN0840!UTM  12      -   0.99981167  x   0.99963550  =   0.99944723
 HN0840
 HN0840:                Primary Azimuth Mark                     Grid Az
 HN0840:SPC UT S     -  ET U 164                                 339 13 49.6
 HN0840:UTM  12      -  ET U 164                                 339 32 15.7
 HN0840
 HN0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG5368369648(NAD 83)
 HN0840
 HN0840|---------------------------------------------------------------------|
 HN0840| PID    Reference Object                     Distance      Geod. Az  |
 HN0840|                                                           dddmmss.s |
 HN0840| HN0841 ET U 164                            APPROX. 8.9 KM 3395435.1 |
 HN0840|---------------------------------------------------------------------|
 HN0840
 HN0840                          SUPERSEDED SURVEY CONTROL
 HN0840
 HN0840  NAD 83(1986)-  37 40 20.83449(N)    110 23 28.49431(W) AD(       ) 3
 HN0840  NAD 27      -  37 40 20.86109(N)    110 23 25.99939(W) AD(       ) 3
 HN0840  NGVD 29 (07/19/86) 1220.8    (m)         4005.     (f) VERT ANG       
 HN0840
 HN0840.Superseded values are not recommended for survey control.
 HN0840
 HN0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0840.See file dsdata.pdf to determine how the superseded data were derived.
 HN0840
 HN0840_MARKER: DD = SURVEY DISK
 HN0840_SETTING: 66 = SET IN ROCK OUTCROP
 HN0840_STAMPING: ET U 208 1959
 HN0840_MARK LOGO: USGS
 HN0840_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0840+STABILITY: POSITION/ELEVATION WELL
 HN0840
 HN0840  HISTORY     - Date     Condition        Report By
 HN0840  HISTORY     - 1959     MONUMENTED       USGS
 HN0840
 HN0840                          STATION DESCRIPTION
 HN0840
 HN0840'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0840'LOCATED ABOUT 5.2 MI. SE. OF COLORADO RIVER, 0.8 MI. NE. OF DRAIN IN
 HN0840'RED CANYON, ON THE HIGHEST POINT OF A SMALL, RED KNOLL.
 HN0840'
 HN0840'STATION REACHED BY HELICOPTER.  A RD. RUNS JUST N. OF STATION.
 HN0840'
 HN0840'STATION MARK--STANDARD TABLET, STAMPED ---ET U 208 1959---, CEMENTED
 HN0840'IN TOP OF BURIED ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0727 ***********************************************************************
 HN0727  DESIGNATION -  ET U 21
 HN0727  PID         -  HN0727
 HN0727  STATE/COUNTY-  UT/SAN JUAN
 HN0727  COUNTRY     -  US
 HN0727  USGS QUAD   -  GREGORY BUTTE (2017)
 HN0727
 HN0727                         *CURRENT SURVEY CONTROL
 HN0727  ______________________________________________________________________
 HN0727* NAD 83(1994) POSITION- 37 01 16.99801(N) 111 09 22.32761(W)   ADJUSTED
 HN0727* NAVD 88 ORTHO HEIGHT -  1537.5   (meters)     5044.    (feet) VERTCON3
 HN0727  ______________________________________________________________________
 HN0727  GEOID HEIGHT    -        -23.131 (meters)                     GEOID18
 HN0727  LAPLACE CORR    -         10.01  (seconds)                    DEFLEC18
 HN0727  HORZ ORDER      -  THIRD
 HN0727
 HN0727.The horizontal coordinates were established by classical geodetic methods
 HN0727.and adjusted by the National Geodetic Survey in November 1997.
 HN0727
 HN0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0727
 HN0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0727.GEOID18 height accuracy estimate available here.
 HN0727
 HN0727.Click photographs - Photos may exist for this station.
 HN0727
 HN0727.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0727
 HN0727. The following values were computed from the NAD 83(1994) position.
 HN0727
 HN0727;                    North         East     Units Scale Factor Converg.
 HN0727;SPC UT S     - 3,039,424.776   530,594.582   MT  1.00003922   +0 12 38.3
 HN0727;SPC UT S     - 9,971,846.12  1,740,792.39   sFT  1.00003922   +0 12 38.3
 HN0727;UTM  12      - 4,097,256.456   486,105.639   MT  0.99960238   -0 05 38.6
 HN0727
 HN0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0727!SPC UT S     -   0.99976241  x   1.00003922  =   0.99980162
 HN0727!UTM  12      -   0.99976241  x   0.99960238  =   0.99936489
 HN0727
 HN0727:                Primary Azimuth Mark                     Grid Az
 HN0727:SPC UT S     -  ET U 20                                  307 12 09.8
 HN0727:UTM  12      -  ET U 20                                  307 30 26.7
 HN0727
 HN0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF8610597256(NAD 83)
 HN0727
 HN0727|---------------------------------------------------------------------|
 HN0727| PID    Reference Object                     Distance      Geod. Az  |
 HN0727|                                                           dddmmss.s |
 HN0727| HN0730 ET U 20                             APPROX. 2.6 KM 3072448.1 |
 HN0727|---------------------------------------------------------------------|
 HN0727
 HN0727                          SUPERSEDED SURVEY CONTROL
 HN0727
 HN0727  NAD 83(1992)-  37 01 16.99695(N)    111 09 22.32809(W) AD(       ) 3
 HN0727  NAD 83(1986)-  37 01 16.98727(N)    111 09 22.33355(W) AD(       ) 3
 HN0727  NAD 27      -  37 01 17.01349(N)    111 09 19.79482(W) AD(       ) 3
 HN0727  NGVD 29 (07/19/86) 1536.4    (m)         5041.     (f) VERT ANG       
 HN0727
 HN0727.Superseded values are not recommended for survey control.
 HN0727
 HN0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0727.See file dsdata.pdf to determine how the superseded data were derived.
 HN0727
 HN0727_MARKER: DD = SURVEY DISK
 HN0727_SETTING: 66 = SET IN ROCK OUTCROP
 HN0727_STAMPING: ET U 21 1959
 HN0727_MARK LOGO: USGS
 HN0727_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0727+STABILITY: POSITION/ELEVATION WELL
 HN0727
 HN0727  HISTORY     - Date     Condition        Report By
 HN0727  HISTORY     - 1959     MONUMENTED       USGS
 HN0727
 HN0727                          STATION DESCRIPTION
 HN0727
 HN0727'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0727'LOCATED ABOUT 5 MI. E. OF MESKIN BAR, 4.8 MI. S-SW. OF WILDHORSE BAR
 HN0727'AND 0.5 MI. NE. OF AT POINT OF RIM OVERLOOKING WEST CANYON CREEK AT
 HN0727'ITS CLOSEST POINT.
 HN0727'
 HN0727'STATION REACHED BY HELICOPTER.
 HN0727'
 HN0727'STATION MARK--STANDARD TABLET, STAMPED ---ET U 21 1959---, SET IN A
 HN0727'SOLID SANDSTONE ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0999 ***********************************************************************
 HN0999  DESIGNATION -  ET U 212
 HN0999  PID         -  HN0999
 HN0999  STATE/COUNTY-  UT/GARFIELD
 HN0999  COUNTRY     -  US
 HN0999  USGS QUAD   -  HALL MESA (2017)
 HN0999
 HN0999                         *CURRENT SURVEY CONTROL
 HN0999  ______________________________________________________________________
 HN0999* NAD 83(1994) POSITION- 37 35 58.14268(N) 110 49 05.60281(W)   ADJUSTED
 HN0999* NAVD 88 ORTHO HEIGHT -  1285.1   (meters)     4216.    (feet) VERTCON3
 HN0999  ______________________________________________________________________
 HN0999  GEOID HEIGHT    -        -22.036 (meters)                     GEOID18
 HN0999  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 HN0999  HORZ ORDER      -  THIRD
 HN0999
 HN0999.The horizontal coordinates were established by classical geodetic methods
 HN0999.and adjusted by the National Geodetic Survey in November 1997.
 HN0999
 HN0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0999
 HN0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0999.GEOID18 height accuracy estimate available here.
 HN0999
 HN0999.Click photographs - Photos may exist for this station.
 HN0999
 HN0999.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0999
 HN0999. The following values were computed from the NAD 83(1994) position.
 HN0999
 HN0999;                    North         East     Units Scale Factor Converg.
 HN0999;SPC UT S     - 3,103,746.390   560,203.206   MT  0.99995646   +0 25 03.8
 HN0999;SPC UT S     -10,182,874.61  1,837,933.35   sFT  0.99995646   +0 25 03.8
 HN0999;UTM  12      - 4,161,393.992   516,045.948   MT  0.99960317   +0 06 39.3
 HN0999
 HN0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0999!SPC UT S     -   0.99980184  x   0.99995646  =   0.99975831
 HN0999!UTM  12      -   0.99980184  x   0.99960317  =   0.99940509
 HN0999
 HN0999:                Primary Azimuth Mark                     Grid Az
 HN0999:SPC UT S     -  ET U 127                                 115 23 29.5
 HN0999:UTM  12      -  ET U 127                                 115 41 54.0
 HN0999
 HN0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG1604561393(NAD 83)
 HN0999
 HN0999|---------------------------------------------------------------------|
 HN0999| PID    Reference Object                     Distance      Geod. Az  |
 HN0999|                                                           dddmmss.s |
 HN0999| HN0996 ET U 127                            APPROX. 2.8 KM 1154833.3 |
 HN0999|---------------------------------------------------------------------|
 HN0999
 HN0999                          SUPERSEDED SURVEY CONTROL
 HN0999
 HN0999  NAD 83(1986)-  37 35 58.13798(N)    110 49 05.60264(W) AD(       ) 3
 HN0999  NAD 27      -  37 35 58.17393(N)    110 49 03.04142(W) AD(       ) 3
 HN0999  NGVD 29 (07/19/86) 1284.0    (m)         4213.     (f) VERT ANG       
 HN0999
 HN0999.Superseded values are not recommended for survey control.
 HN0999
 HN0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0999.See file dsdata.pdf to determine how the superseded data were derived.
 HN0999
 HN0999_MARKER: DD = SURVEY DISK
 HN0999_SETTING: 66 = SET IN ROCK OUTCROP
 HN0999_STAMPING: ET U 212 1959
 HN0999_MARK LOGO: CGS
 HN0999_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0999+STABILITY: POSITION/ELEVATION WELL
 HN0999
 HN0999  HISTORY     - Date     Condition        Report By
 HN0999  HISTORY     - 1959     MONUMENTED       USGS
 HN0999
 HN0999                          STATION DESCRIPTION
 HN0999
 HN0999'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0999'LOCATED ABOUT 1.9 MI. W. OF BULLFROG CREEK AND 10.0 MI. N. OF ITS
 HN0999'CONFLUENCE WITH THE COLORADO RIVER, ON A SANDY RIDGE ON THE HIGHEST
 HN0999'POINT OF A LARGE, WHITE SANDSTONE ROCK.
 HN0999'
 HN0999'STATION REACHED BY HELICOPTER.
 HN0999'
 HN0999'STATION MARK--STANDARD TABLET, STAMPED ---ET U 212 1959---, CEMENTED
 HN0999'IN DRILL HOLE IN BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN1001 ***********************************************************************
 HN1001  DESIGNATION -  ET U 213
 HN1001  PID         -  HN1001
 HN1001  STATE/COUNTY-  UT/GARFIELD
 HN1001  COUNTRY     -  US
 HN1001  USGS QUAD   -  HALL MESA (2017)
 HN1001
 HN1001                         *CURRENT SURVEY CONTROL
 HN1001  ______________________________________________________________________
 HN1001* NAD 83(1994) POSITION- 37 32 50.05536(N) 110 51 16.19698(W)   ADJUSTED
 HN1001* NAVD 88 ORTHO HEIGHT -  1390.4   (meters)     4562.    (feet) VERTCON3
 HN1001  ______________________________________________________________________
 HN1001  GEOID HEIGHT    -        -22.134 (meters)                     GEOID18
 HN1001  LAPLACE CORR    -         -4.85  (seconds)                    DEFLEC18
 HN1001  HORZ ORDER      -  THIRD
 HN1001
 HN1001.The horizontal coordinates were established by classical geodetic methods
 HN1001.and adjusted by the National Geodetic Survey in November 1997.
 HN1001
 HN1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN1001
 HN1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN1001.GEOID18 height accuracy estimate available here.
 HN1001
 HN1001.Click photographs - Photos may exist for this station.
 HN1001
 HN1001.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN1001
 HN1001. The following values were computed from the NAD 83(1994) position.
 HN1001
 HN1001;                    North         East     Units Scale Factor Converg.
 HN1001;SPC UT S     - 3,097,925.285   557,039.976   MT  0.99995979   +0 23 43.8
 HN1001;SPC UT S     -10,163,776.54  1,827,555.32   sFT  0.99995979   +0 23 43.8
 HN1001;UTM  12      - 4,155,591.972   512,852.727   MT  0.99960203   +0 05 19.2
 HN1001
 HN1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN1001!SPC UT S     -   0.99978534  x   0.99995979  =   0.99974514
 HN1001!UTM  12      -   0.99978534  x   0.99960203  =   0.99938745
 HN1001
 HN1001:                Primary Azimuth Mark                     Grid Az
 HN1001:SPC UT S     -  ET U 214                                 157 56 50.3
 HN1001:UTM  12      -  ET U 214                                 158 15 14.9
 HN1001
 HN1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG1285255591(NAD 83)
 HN1001
 HN1001|---------------------------------------------------------------------|
 HN1001| PID    Reference Object                     Distance      Geod. Az  |
 HN1001|                                                           dddmmss.s |
 HN1001| HN1000 ET U 214                            APPROX. 3.2 KM 1582034.1 |
 HN1001|---------------------------------------------------------------------|
 HN1001
 HN1001                          SUPERSEDED SURVEY CONTROL
 HN1001
 HN1001  NAD 83(1986)-  37 32 50.05088(N)    110 51 16.19692(W) AD(       ) 3
 HN1001  NAD 27      -  37 32 50.08020(N)    110 51 13.68347(W) AD(       ) 3
 HN1001  NGVD 29 (07/19/86) 1389.3    (m)         4558.     (f) VERT ANG       
 HN1001
 HN1001.Superseded values are not recommended for survey control.
 HN1001
 HN1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN1001.See file dsdata.pdf to determine how the superseded data were derived.
 HN1001
 HN1001_MARKER: DD = SURVEY DISK
 HN1001_SETTING: 0 = UNSPECIFIED SETTING
 HN1001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN1001
 HN1001  HISTORY     - Date     Condition        Report By
 HN1001  HISTORY     - 1959     MONUMENTED       USGS
 HN1001
 HN1001                          STATION DESCRIPTION
 HN1001
 HN1001'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN1001'LOCATED ABOUT 5.6 MI. S-SE. OF HALL DIVIDE, 2.3 MI. NW. OF THE BAKER
 HN1001'RANCH AND 0.2 MI. E. OF HALL CREEK, ON A WHITE SANDSTONE TOP ALONG
 HN1001'THE CLIFF EDGE.  STATION IS 20 FT. E. OF CLIFF EDGE AND ABOUT 200
 HN1001'FT. S. OF THE HIGHEST TOP IN VICINITY.
 HN1001'
 HN1001'STATION REACHED BY HELICOPTER.
 HN1001'
 HN1001'STATION MARK--STANDARD TABLET, STAMPED ---ET U 213 1959---, CEMENTED
 HN1001'IN DRILL HOLE IN SOLID SANDSTONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN1000 ***********************************************************************
 HN1000  DESIGNATION -  ET U 214
 HN1000  PID         -  HN1000
 HN1000  STATE/COUNTY-  UT/KANE
 HN1000  COUNTRY     -  US
 HN1000  USGS QUAD   -  HALL MESA (2017)
 HN1000
 HN1000                         *CURRENT SURVEY CONTROL
 HN1000  ______________________________________________________________________
 HN1000* NAD 83(1994) POSITION- 37 31 14.11636(N) 110 50 28.36911(W)   ADJUSTED
 HN1000* NAVD 88 ORTHO HEIGHT -  1224.3   (meters)     4017.    (feet) VERTCON3
 HN1000  ______________________________________________________________________
 HN1000  GEOID HEIGHT    -        -22.232 (meters)                     GEOID18
 HN1000  LAPLACE CORR    -         -6.06  (seconds)                    DEFLEC18
 HN1000  HORZ ORDER      -  THIRD
 HN1000
 HN1000.The horizontal coordinates were established by classical geodetic methods
 HN1000.and adjusted by the National Geodetic Survey in November 1997.
 HN1000
 HN1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN1000
 HN1000.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN1000.GEOID18 height accuracy estimate available here.
 HN1000
 HN1000.Click photographs - Photos may exist for this station.
 HN1000
 HN1000.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN1000
 HN1000. The following values were computed from the NAD 83(1994) position.
 HN1000
 HN1000;                    North         East     Units Scale Factor Converg.
 HN1000;SPC UT S     - 3,094,975.870   558,234.773   MT  0.99996181   +0 24 13.1
 HN1000;SPC UT S     -10,154,100.00  1,831,475.25   sFT  0.99996181   +0 24 13.1
 HN1000;UTM  12      - 4,152,637.261   514,031.288   MT  0.99960242   +0 05 48.2
 HN1000
 HN1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN1000!SPC UT S     -   0.99981140  x   0.99996181  =   0.99977322
 HN1000!UTM  12      -   0.99981140  x   0.99960242  =   0.99941390
 HN1000
 HN1000:                Primary Azimuth Mark                     Grid Az
 HN1000:SPC UT S     -  ET U 213                                 337 56 50.2
 HN1000:UTM  12      -  ET U 213                                 338 15 15.1
 HN1000
 HN1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG1403152637(NAD 83)
 HN1000
 HN1000|---------------------------------------------------------------------|
 HN1000| PID    Reference Object                     Distance      Geod. Az  |
 HN1000|                                                           dddmmss.s |
 HN1000| HN1001 ET U 213                            APPROX. 3.2 KM 3382103.3 |
 HN1000|---------------------------------------------------------------------|
 HN1000
 HN1000                          SUPERSEDED SURVEY CONTROL
 HN1000
 HN1000  NAD 83(1986)-  37 31 14.11172(N)    110 50 28.36891(W) AD(       ) 3
 HN1000  NAD 27      -  37 31 14.14038(N)    110 50 25.85325(W) AD(       ) 3
 HN1000  NGVD 29 (07/19/86) 1223.2    (m)         4013.     (f) VERT ANG       
 HN1000
 HN1000.Superseded values are not recommended for survey control.
 HN1000
 HN1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN1000.See file dsdata.pdf to determine how the superseded data were derived.
 HN1000
 HN1000_MARKER: DD = SURVEY DISK
 HN1000_SETTING: 66 = SET IN ROCK OUTCROP
 HN1000_STAMPING: ET U 214 1959
 HN1000_MARK LOGO: USGS
 HN1000_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN1000+STABILITY: POSITION/ELEVATION WELL
 HN1000
 HN1000  HISTORY     - Date     Condition        Report By
 HN1000  HISTORY     - 1959     MONUMENTED       USGS
 HN1000
 HN1000                          STATION DESCRIPTION
 HN1000
 HN1000'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN1000'LOCATED ABOUT 6.8 MI. NW. OF THE CONFLUENCE OF HALL CREEK WITH THE
 HN1000'COLORADO RIVER AND 0.8 MI. W. OF BAKER RANCH ON HALL CREEK, ON A
 HN1000'LOW TOP NEAR THE BASE OF THE WATERPOCKET FOLD, IN NW. 1/4 OF
 HN1000'SEC. 8, T 38 S, R 10 E.
 HN1000'
 HN1000'STATION REACHED BY HELICOPTER.
 HN1000'
 HN1000'STATION MARK--STANDARD TABLET, STAMPED ---ET U 214 1959---, CEMENTED
 HN1000'IN DRILL HOLE IN BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0963 ***********************************************************************
 HN0963  DESIGNATION -  ET U 215
 HN0963  PID         -  HN0963
 HN0963  STATE/COUNTY-  UT/KANE
 HN0963  COUNTRY     -  US
 HN0963  USGS QUAD   -  DAVIS GULCH (2017)
 HN0963
 HN0963                         *CURRENT SURVEY CONTROL
 HN0963  ______________________________________________________________________
 HN0963* NAD 83(1994) POSITION- 37 22 12.43603(N) 110 58 39.18615(W)   ADJUSTED
 HN0963* NAVD 88 ORTHO HEIGHT -  1340.8   (meters)     4399.    (feet) VERTCON3
 HN0963  ______________________________________________________________________
 HN0963  GEOID HEIGHT    -        -22.555 (meters)                     GEOID18
 HN0963  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 HN0963  HORZ ORDER      -  THIRD
 HN0963
 HN0963.The horizontal coordinates were established by classical geodetic methods
 HN0963.and adjusted by the National Geodetic Survey in November 1997.
 HN0963
 HN0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0963
 HN0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0963.GEOID18 height accuracy estimate available here.
 HN0963
 HN0963.Click photographs - Photos may exist for this station.
 HN0963
 HN0963.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0963
 HN0963. The following values were computed from the NAD 83(1994) position.
 HN0963
 HN0963;                    North         East     Units Scale Factor Converg.
 HN0963;SPC UT S     - 3,078,200.828   546,276.325   MT  0.99997724   +0 19 12.4
 HN0963;SPC UT S     -10,099,063.88  1,792,241.58   sFT  0.99997724   +0 19 12.4
 HN0963;UTM  12      - 4,135,932.631   501,987.638   MT  0.99960005   +0 00 49.1
 HN0963
 HN0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0963!SPC UT S     -   0.99979318  x   0.99997724  =   0.99977043
 HN0963!UTM  12      -   0.99979318  x   0.99960005  =   0.99939332
 HN0963
 HN0963:                Primary Azimuth Mark                     Grid Az
 HN0963:SPC UT S     -  ET U 90                                  088 30 50.0
 HN0963:UTM  12      -  ET U 90                                  088 49 13.3
 HN0963
 HN0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0198735932(NAD 83)
 HN0963
 HN0963|---------------------------------------------------------------------|
 HN0963| PID    Reference Object                     Distance      Geod. Az  |
 HN0963|                                                           dddmmss.s |
 HN0963| HN0960 ET U 90                             APPROX. 2.3 KM 0885002.4 |
 HN0963|---------------------------------------------------------------------|
 HN0963
 HN0963                          SUPERSEDED SURVEY CONTROL
 HN0963
 HN0963  NAD 83(1992)-  37 22 12.43196(N)    110 58 39.18611(W) AD(       ) 3
 HN0963  NAD 83(1986)-  37 22 12.43158(N)    110 58 39.18585(W) AD(       ) 3
 HN0963  NAD 27      -  37 22 12.46640(N)    110 58 36.62855(W) AD(       ) 3
 HN0963  NGVD 29 (07/19/86) 1339.7    (m)         4395.     (f) VERT ANG       
 HN0963
 HN0963.Superseded values are not recommended for survey control.
 HN0963
 HN0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0963.See file dsdata.pdf to determine how the superseded data were derived.
 HN0963
 HN0963_MARKER: DD = SURVEY DISK
 HN0963_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HN0963_STAMPING: ET U 215 1959
 HN0963_MARK LOGO: USGS
 HN0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0963
 HN0963  HISTORY     - Date     Condition        Report By
 HN0963  HISTORY     - 1959     MONUMENTED       USGS
 HN0963
 HN0963                          STATION DESCRIPTION
 HN0963
 HN0963'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0963'LOCATED ABOUT 8 MI. NW. OF THE COLORADO AND ESCALANTE RIVERS, 1.6
 HN0963'MI. W. OF THE ESCALANTE RIVER, 2.4 MI. NE. OF THE JUNCTION OF THE
 HN0963'WILLOW AND FORTYMILE CREEKS, ON THE EASTERNMOST OF A SMALL GROUP
 HN0963'OF SANDSTONE KNOLLS AND IS LOWER THAN TOPS TO IMMEDIATE W.
 HN0963'
 HN0963'STATION REACHED BY HELICOPTER.
 HN0963'
 HN0963'STATION MARK--STANDARD TABLET, STAMPED ---ET U 215 1959---, CEMENTED
 HN0963'IN DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0697 ***********************************************************************
 HN0697  DESIGNATION -  ET U 216
 HN0697  PID         -  HN0697
 HN0697  STATE/COUNTY-  UT/KANE
 HN0697  COUNTRY     -  US
 HN0697  USGS QUAD   -  SOONER BENCH (2017)
 HN0697
 HN0697                         *CURRENT SURVEY CONTROL
 HN0697  ______________________________________________________________________
 HN0697* NAD 83(1994) POSITION- 37 20 10.66869(N) 111 00 19.49670(W)   ADJUSTED
 HN0697* NAVD 88 ORTHO HEIGHT -  1333.7   (meters)     4376.    (feet) VERTCON3
 HN0697  ______________________________________________________________________
 HN0697  GEOID HEIGHT    -        -22.619 (meters)                     GEOID18
 HN0697  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC18
 HN0697  HORZ ORDER      -  THIRD
 HN0697
 HN0697.The horizontal coordinates were established by classical geodetic methods
 HN0697.and adjusted by the National Geodetic Survey in November 1997.
 HN0697
 HN0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0697
 HN0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0697.GEOID18 height accuracy estimate available here.
 HN0697
 HN0697.Click photographs - Photos may exist for this station.
 HN0697
 HN0697.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0697
 HN0697. The following values were computed from the NAD 83(1994) position.
 HN0697
 HN0697;                    North         East     Units Scale Factor Converg.
 HN0697;SPC UT S     - 3,074,433.576   543,828.120   MT  0.99998164   +0 18 10.9
 HN0697;SPC UT S     -10,086,704.16  1,784,209.42   sFT  0.99998164   +0 18 10.9
 HN0697;UTM  12      - 4,132,179.949   499,520.258   MT  0.99960000   -0 00 11.8
 HN0697
 HN0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0697!SPC UT S     -   0.99979431  x   0.99998164  =   0.99977595
 HN0697!UTM  12      -   0.99979431  x   0.99960000  =   0.99939439
 HN0697
 HN0697:                Primary Azimuth Mark                     Grid Az
 HN0697:SPC UT S     -  ET U 89                                  108 58 36.0
 HN0697:UTM  12      -  ET U 89                                  109 16 58.7
 HN0697
 HN0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG9952032179(NAD 83)
 HN0697
 HN0697|---------------------------------------------------------------------|
 HN0697| PID    Reference Object                     Distance      Geod. Az  |
 HN0697|                                                           dddmmss.s |
 HN0697| HN0962 ET U 89                             APPROX. 2.9 KM 1091646.9 |
 HN0697|---------------------------------------------------------------------|
 HN0697
 HN0697                          SUPERSEDED SURVEY CONTROL
 HN0697
 HN0697  NAD 83(1992)-  37 20 10.66472(N)    111 00 19.49675(W) AD(       ) 3
 HN0697  NAD 83(1986)-  37 20 10.66421(N)    111 00 19.49643(W) AD(       ) 3
 HN0697  NAD 27      -  37 20 10.69782(N)    111 00 16.93737(W) AD(       ) 3
 HN0697  NGVD 29 (07/19/86) 1332.6    (m)         4372.     (f) VERT ANG       
 HN0697
 HN0697.Superseded values are not recommended for survey control.
 HN0697
 HN0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0697.See file dsdata.pdf to determine how the superseded data were derived.
 HN0697
 HN0697_MARKER: DD = SURVEY DISK
 HN0697_SETTING: 66 = SET IN ROCK OUTCROP
 HN0697_STAMPING: ET U 216 1959
 HN0697_MARK LOGO: USGS
 HN0697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0697+STABILITY: POSITION/ELEVATION WELL
 HN0697
 HN0697  HISTORY     - Date     Condition        Report By
 HN0697  HISTORY     - 1959     MONUMENTED       USGS
 HN0697
 HN0697                          STATION DESCRIPTION
 HN0697
 HN0697'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0697'LOCATED ABOUT 8.5 MI. NW. OF THE HOLE-IN-THE-ROCK, 3.6 MI. W. OF
 HN0697'GREGORY NATURAL BRIDGE, 0.7 MI. W. OF THE FORKS OF THE FORTYMILE
 HN0697'AND WILLOW CREEKS, ON THE N. OF THE TWO SANDSTONE TOPS.
 HN0697'
 HN0697'STATION REACHED BY HELICOPTER.
 HN0697'
 HN0697'STATION MARK--STANDARD TABLET, STAMPED ---ET U 216 1959---, CEMENTED
 HN0697'IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0970 ***********************************************************************
 HN0970  DESIGNATION -  ET U 217
 HN0970  PID         -  HN0970
 HN0970  STATE/COUNTY-  UT/KANE
 HN0970  COUNTRY     -  US
 HN0970  USGS QUAD   -  STEVENS CANYON SOUTH (2017)
 HN0970
 HN0970                         *CURRENT SURVEY CONTROL
 HN0970  ______________________________________________________________________
 HN0970* NAD 83(1994) POSITION- 37 27 01.16843(N) 110 59 15.07286(W)   ADJUSTED
 HN0970* NAVD 88 ORTHO HEIGHT -  1482.8   (meters)     4865.    (feet) VERTCON3
 HN0970  ______________________________________________________________________
 HN0970  GEOID HEIGHT    -        -22.272 (meters)                     GEOID18
 HN0970  LAPLACE CORR    -         -3.95  (seconds)                    DEFLEC18
 HN0970  HORZ ORDER      -  THIRD
 HN0970
 HN0970.The horizontal coordinates were established by classical geodetic methods
 HN0970.and adjusted by the National Geodetic Survey in November 1997.
 HN0970
 HN0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0970
 HN0970.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0970.GEOID18 height accuracy estimate available here.
 HN0970
 HN0970.Click photographs - Photos may exist for this station.
 HN0970
 HN0970.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0970
 HN0970. The following values were computed from the NAD 83(1994) position.
 HN0970
 HN0970;                    North         East     Units Scale Factor Converg.
 HN0970;SPC UT S     - 3,087,096.971   545,344.583   MT  0.99996816   +0 18 50.4
 HN0970;SPC UT S     -10,128,250.65  1,789,184.69   sFT  0.99996816   +0 18 50.4
 HN0970;UTM  12      - 4,144,830.314   501,103.817   MT  0.99960002   +0 00 27.3
 HN0970
 HN0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0970!SPC UT S     -   0.99977086  x   0.99996816  =   0.99973903
 HN0970!UTM  12      -   0.99977086  x   0.99960002  =   0.99937098
 HN0970
 HN0970:                Primary Azimuth Mark                     Grid Az
 HN0970:SPC UT S     -  ET U 93                                  163 30 49.1
 HN0970:UTM  12      -  ET U 93                                  163 49 12.2
 HN0970
 HN0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0110344830(NAD 83)
 HN0970
 HN0970|---------------------------------------------------------------------|
 HN0970| PID    Reference Object                     Distance      Geod. Az  |
 HN0970|                                                           dddmmss.s |
 HN0970| HN0969 ET U 93                             APPROX. 1.9 KM 1634939.5 |
 HN0970|---------------------------------------------------------------------|
 HN0970
 HN0970                          SUPERSEDED SURVEY CONTROL
 HN0970
 HN0970  NAD 83(1986)-  37 27 01.16407(N)    110 59 15.07261(W) AD(       ) 3
 HN0970  NAD 27      -  37 27 01.20231(N)    110 59 12.50980(W) AD(       ) 3
 HN0970  NGVD 29 (07/19/86) 1481.7    (m)         4861.     (f) VERT ANG       
 HN0970
 HN0970.Superseded values are not recommended for survey control.
 HN0970
 HN0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0970.See file dsdata.pdf to determine how the superseded data were derived.
 HN0970
 HN0970_MARKER: DD = SURVEY DISK
 HN0970_SETTING: 66 = SET IN ROCK OUTCROP
 HN0970_STAMPING: ET U 217 1959
 HN0970_MARK LOGO: USGS
 HN0970_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0970+STABILITY: POSITION/ELEVATION WELL
 HN0970
 HN0970  HISTORY     - Date     Condition        Report By
 HN0970  HISTORY     - 1959     MONUMENTED       USGS
 HN0970
 HN0970                          STATION DESCRIPTION
 HN0970
 HN0970'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0970'LOCATED ABOUT 14.6 MI. N. OF THE HOLE-IN-THE-ROCK, AND 1.6 MI. N.
 HN0970'OF THE CONFLUENCE OF COYOTE CREEK AND ESCALANTE RIVER, ON THE E.
 HN0970'END OF A PROMINENT SANDSTONE TOP.
 HN0970'
 HN0970'STATION REACHED BY HELICOPTER.
 HN0970'
 HN0970'STATION MARK--STANDARD TABLET, STAMPED ---ET U 217 1959---, CEMENTED
 HN0970'IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0961 ***********************************************************************
 HN0961  DESIGNATION -  ET U 218
 HN0961  PID         -  HN0961
 HN0961  STATE/COUNTY-  UT/KANE
 HN0961  COUNTRY     -  US
 HN0961  USGS QUAD   -  DAVIS GULCH (2017)
 HN0961
 HN0961                         *CURRENT SURVEY CONTROL
 HN0961  ______________________________________________________________________
 HN0961* NAD 83(1994) POSITION- 37 17 40.14931(N) 110 58 05.16774(W)   ADJUSTED
 HN0961* NAVD 88 ORTHO HEIGHT -  1338.4   (meters)     4391.    (feet) VERTCON3
 HN0961  ______________________________________________________________________
 HN0961  GEOID HEIGHT    -        -22.691 (meters)                     GEOID18
 HN0961  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 HN0961  HORZ ORDER      -  THIRD
 HN0961
 HN0961.The horizontal coordinates were established by classical geodetic methods
 HN0961.and adjusted by the National Geodetic Survey in November 1997.
 HN0961
 HN0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0961
 HN0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0961.GEOID18 height accuracy estimate available here.
 HN0961
 HN0961.Click photographs - Photos may exist for this station.
 HN0961
 HN0961.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0961
 HN0961. The following values were computed from the NAD 83(1994) position.
 HN0961
 HN0961;                    North         East     Units Scale Factor Converg.
 HN0961;SPC UT S     - 3,069,811.543   547,161.063   MT  0.99998757   +0 19 33.2
 HN0961;SPC UT S     -10,071,540.04  1,795,144.25   sFT  0.99998757   +0 19 33.2
 HN0961;UTM  12      - 4,127,541.941   502,827.162   MT  0.99960010   +0 01 09.6
 HN0961
 HN0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0961!SPC UT S     -   0.99979358  x   0.99998757  =   0.99978115
 HN0961!UTM  12      -   0.99979358  x   0.99960010  =   0.99939376
 HN0961
 HN0961:                Primary Azimuth Mark                     Grid Az
 HN0961:SPC UT S     -  ET U 216                                 324 12 16.3
 HN0961:UTM  12      -  ET U 216                                 324 30 39.9
 HN0961
 HN0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0282727541(NAD 83)
 HN0961
 HN0961|---------------------------------------------------------------------|
 HN0961| PID    Reference Object                     Distance      Geod. Az  |
 HN0961|                                                           dddmmss.s |
 HN0961| HN0697 ET U 216                            APPROX. 5.7 KM 3243149.5 |
 HN0961|---------------------------------------------------------------------|
 HN0961
 HN0961                          SUPERSEDED SURVEY CONTROL
 HN0961
 HN0961  NAD 83(1992)-  37 17 40.14535(N)    110 58 05.16784(W) AD(       ) 3
 HN0961  NAD 83(1986)-  37 17 40.14484(N)    110 58 05.16745(W) AD(       ) 3
 HN0961  NAD 27      -  37 17 40.17552(N)    110 58 02.61326(W) AD(       ) 3
 HN0961  NGVD 29 (07/19/86) 1337.3    (m)         4387.     (f) VERT ANG       
 HN0961
 HN0961.Superseded values are not recommended for survey control.
 HN0961
 HN0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0961.See file dsdata.pdf to determine how the superseded data were derived.
 HN0961
 HN0961_MARKER: DD = SURVEY DISK
 HN0961_SETTING: 66 = SET IN ROCK OUTCROP
 HN0961_STAMPING: ET U 218 1959
 HN0961_MARK LOGO: USGS
 HN0961_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0961+STABILITY: POSITION/ELEVATION WELL
 HN0961
 HN0961  HISTORY     - Date     Condition        Report By
 HN0961  HISTORY     - 1959     MONUMENTED       USGS
 HN0961
 HN0961                          STATION DESCRIPTION
 HN0961
 HN0961'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0961'LOCATED ABOUT 5.2 MI. W. OF MOUTH OF ESCALANTE RIVER, 5 MI. NW. OF
 HN0961'THE HOLE-IN-THE-ROCK, 0.8 MI. W. OF DAVIS GULCH, ON SW. END OF MESA.
 HN0961'
 HN0961'STATION REACHED BY HELICOPTER.
 HN0961'
 HN0961'STATION MARK--STANDARD TABLET, STAMPED ---ET U 218 1959---, SET IN
 HN0961'SANDSTONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0932 ***********************************************************************
 HN0932  DESIGNATION -  ET U 219
 HN0932  PID         -  HN0932
 HN0932  STATE/COUNTY-  UT/KANE
 HN0932  COUNTRY     -  US
 HN0932  USGS QUAD   -  NASJA MESA (2017)
 HN0932
 HN0932                         *CURRENT SURVEY CONTROL
 HN0932  ______________________________________________________________________
 HN0932* NAD 83(1994) POSITION- 37 13 39.89018(N) 110 56 23.09857(W)   ADJUSTED
 HN0932* NAVD 88 ORTHO HEIGHT -  1287.1   (meters)     4223.    (feet) VERTCON3
 HN0932  ______________________________________________________________________
 HN0932  GEOID HEIGHT    -        -22.768 (meters)                     GEOID18
 HN0932  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 HN0932  HORZ ORDER      -  THIRD
 HN0932
 HN0932.The horizontal coordinates were established by classical geodetic methods
 HN0932.and adjusted by the National Geodetic Survey in November 1997.
 HN0932
 HN0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0932
 HN0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0932.GEOID18 height accuracy estimate available here.
 HN0932
 HN0932.Click photographs - Photos may exist for this station.
 HN0932
 HN0932.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0932
 HN0932. The following values were computed from the NAD 83(1994) position.
 HN0932
 HN0932;                    North         East     Units Scale Factor Converg.
 HN0932;SPC UT S     - 3,062,419.585   549,719.304   MT  0.99999812   +0 20 35.7
 HN0932;SPC UT S     -10,047,288.26  1,803,537.42   sFT  0.99999812   +0 20 35.7
 HN0932;UTM  12      - 4,120,139.302   505,344.812   MT  0.99960035   +0 02 11.2
 HN0932
 HN0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0932!SPC UT S     -   0.99980163  x   0.99999812  =   0.99979975
 HN0932!UTM  12      -   0.99980163  x   0.99960035  =   0.99940206
 HN0932
 HN0932:                Primary Azimuth Mark                     Grid Az
 HN0932:SPC UT S     -  60 MILE                                  241 46 17.3
 HN0932:UTM  12      -  60 MILE                                  242 04 41.8
 HN0932
 HN0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0534420139(NAD 83)
 HN0932
 HN0932|---------------------------------------------------------------------|
 HN0932| PID    Reference Object                     Distance      Geod. Az  |
 HN0932|                                                           dddmmss.s |
 HN0932| HN0925 60 MILE                             APPROX. 3.0 KM 2420653.0 |
 HN0932|---------------------------------------------------------------------|
 HN0932
 HN0932                          SUPERSEDED SURVEY CONTROL
 HN0932
 HN0932  NAD 83(1992)-  37 13 39.88663(N)    110 56 23.09875(W) AD(       ) 3
 HN0932  NAD 83(1986)-  37 13 39.88594(N)    110 56 23.09781(W) AD(       ) 3
 HN0932  NAD 27      -  37 13 39.91521(N)    110 56 20.54772(W) AD(       ) 3
 HN0932  NGVD 29 (07/19/86) 1286.1    (m)         4219.     (f) VERT ANG       
 HN0932
 HN0932.Superseded values are not recommended for survey control.
 HN0932
 HN0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0932.See file dsdata.pdf to determine how the superseded data were derived.
 HN0932
 HN0932_MARKER: DD = SURVEY DISK
 HN0932_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HN0932_STAMPING: ET U 219 1959
 HN0932_MARK LOGO: USGS
 HN0932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0932
 HN0932  HISTORY     - Date     Condition        Report By
 HN0932  HISTORY     - 1959     MONUMENTED       USGS
 HN0932
 HN0932                          STATION DESCRIPTION
 HN0932
 HN0932'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0932'LOCATED ABOUT 3.2 MI. SW. OF THE HOLE-IN-THE-ROCK, 2.5 MI. WNW. OF
 HN0932'THE COLORADO RIVER, ON A SANDSTONE TOP BETWEEN LLEWELLYN GULCH AND
 HN0932'COTTONWOOD GULCH.
 HN0932'
 HN0932'STATION REACHED BY HELICOPTER.
 HN0932'
 HN0932'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 219 1959---,
 HN0932'CEMENTED IN DRILL HOLE IN TOP OF SANDSTONE TOP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0724 ***********************************************************************
 HN0724  DESIGNATION -  ET U 22
 HN0724  PID         -  HN0724
 HN0724  STATE/COUNTY-  UT/SAN JUAN
 HN0724  COUNTRY     -  US
 HN0724  USGS QUAD   -  GREGORY BUTTE (2017)
 HN0724
 HN0724                         *CURRENT SURVEY CONTROL
 HN0724  ______________________________________________________________________
 HN0724* NAD 83(1994) POSITION- 37 00 04.22383(N) 111 07 35.67095(W)   ADJUSTED
 HN0724* NAVD 88 ORTHO HEIGHT -  1463.8   (meters)     4802.    (feet) VERTCON3
 HN0724  ______________________________________________________________________
 HN0724  GEOID HEIGHT    -        -23.041 (meters)                     GEOID18
 HN0724  LAPLACE CORR    -         11.20  (seconds)                    DEFLEC18
 HN0724  HORZ ORDER      -  THIRD
 HN0724
 HN0724.The horizontal coordinates were established by classical geodetic methods
 HN0724.and adjusted by the National Geodetic Survey in November 1997.
 HN0724
 HN0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0724
 HN0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0724.GEOID18 height accuracy estimate available here.
 HN0724
 HN0724.Click photographs - Photos may exist for this station.
 HN0724
 HN0724.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0724
 HN0724. The following values were computed from the NAD 83(1994) position.
 HN0724
 HN0724;                    North         East     Units Scale Factor Converg.
 HN0724;SPC UT S     - 3,037,191.388   533,240.021   MT  1.00004393   +0 13 43.7
 HN0724;SPC UT S     - 9,964,518.75  1,749,471.64   sFT  1.00004393   +0 13 43.7
 HN0724;UTM  12      - 4,095,010.013   488,738.001   MT  0.99960156   -0 04 34.2
 HN0724
 HN0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0724!SPC UT S     -   0.99977396  x   1.00004393  =   0.99981788
 HN0724!UTM  12      -   0.99977396  x   0.99960156  =   0.99937561
 HN0724
 HN0724:                Primary Azimuth Mark                     Grid Az
 HN0724:SPC UT S     -  ET A 22                                  157 43 36.9
 HN0724:UTM  12      -  ET A 22                                  158 01 54.8
 HN0724
 HN0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF8873895010(NAD 83)
 HN0724
 HN0724|---------------------------------------------------------------------|
 HN0724| PID    Reference Object                     Distance      Geod. Az  |
 HN0724|                                                           dddmmss.s |
 HN0724| GP0538 ET A 22                             APPROX. 2.7 KM 1575720.6 |
 HN0724|---------------------------------------------------------------------|
 HN0724
 HN0724                          SUPERSEDED SURVEY CONTROL
 HN0724
 HN0724  NAD 83(1992)-  37 00 04.22292(N)    111 07 35.67143(W) AD(       ) 3
 HN0724  NAD 83(1986)-  37 00 04.21033(N)    111 07 35.67942(W) AD(       ) 3
 HN0724  NAD 27      -  37 00 04.23926(N)    111 07 33.14239(W) AD(       ) 3
 HN0724  NGVD 29 (07/19/86) 1462.7    (m)         4799.     (f) VERT ANG       
 HN0724
 HN0724.Superseded values are not recommended for survey control.
 HN0724
 HN0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0724.See file dsdata.pdf to determine how the superseded data were derived.
 HN0724
 HN0724_MARKER: DD = SURVEY DISK
 HN0724_SETTING: 66 = SET IN ROCK OUTCROP
 HN0724_STAMPING: ET U 22 1959
 HN0724_MARK LOGO: USGS
 HN0724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0724+STABILITY: POSITION/ELEVATION WELL
 HN0724
 HN0724  HISTORY     - Date     Condition        Report By
 HN0724  HISTORY     - 1959     MONUMENTED       USGS
 HN0724
 HN0724                          STATION DESCRIPTION
 HN0724
 HN0724'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0724'LOCATED ABOUT 6.0 MI. S. OF THE COLORADO RIVER AND 1.0 MI. E. OF WEST
 HN0724'CANYON CREEK AT A POINT ABOUT 6.0 MI. SE. OF ITS CONFLUENCE WITH THE
 HN0724'COLORADO RIVER, ON A ROUNDED, RED SANDSTONE RIDGE.
 HN0724'
 HN0724'STATION REACHED BY HELICOPTER.
 HN0724'
 HN0724'STATION MARK--STANDARD TABLET, STAMPED ---ET U 22 1959---, CEMENTED
 HN0724'IN BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0907 ***********************************************************************
 HN0907  DESIGNATION -  ET U 220
 HN0907  PID         -  HN0907
 HN0907  STATE/COUNTY-  UT/SAN JUAN
 HN0907  COUNTRY     -  US
 HN0907  USGS QUAD   -  WILSON CREEK (2017)
 HN0907
 HN0907                         *CURRENT SURVEY CONTROL
 HN0907  ______________________________________________________________________
 HN0907* NAD 83(1994) POSITION- 37 13 08.37855(N) 110 50 22.21545(W)   ADJUSTED
 HN0907* NAVD 88 ORTHO HEIGHT -  1370.9   (meters)     4498.    (feet) VERTCON3
 HN0907  ______________________________________________________________________
 HN0907  GEOID HEIGHT    -        -22.654 (meters)                     GEOID18
 HN0907  LAPLACE CORR    -          1.37  (seconds)                    DEFLEC18
 HN0907  HORZ ORDER      -  THIRD
 HN0907
 HN0907.The horizontal coordinates were established by classical geodetic methods
 HN0907.and adjusted by the National Geodetic Survey in November 1997.
 HN0907
 HN0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0907
 HN0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0907.GEOID18 height accuracy estimate available here.
 HN0907
 HN0907.Click photographs - Photos may exist for this station.
 HN0907
 HN0907.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0907
 HN0907. The following values were computed from the NAD 83(1994) position.
 HN0907
 HN0907;                    North         East     Units Scale Factor Converg.
 HN0907;SPC UT S     - 3,061,506.226   558,622.278   MT  0.99999960   +0 24 16.8
 HN0907;SPC UT S     -10,044,291.68  1,832,746.59   sFT  0.99999960   +0 24 16.8
 HN0907;UTM  12      - 4,119,178.604   514,239.223   MT  0.99960250   +0 05 49.5
 HN0907
 HN0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0907!SPC UT S     -   0.99978847  x   0.99999960  =   0.99978807
 HN0907!UTM  12      -   0.99978847  x   0.99960250  =   0.99939105
 HN0907
 HN0907:                Primary Azimuth Mark                     Grid Az
 HN0907:SPC UT S     -  ET U 80                                  328 39 25.9
 HN0907:UTM  12      -  ET U 80                                  328 57 53.2
 HN0907
 HN0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG1423919178(NAD 83)
 HN0907
 HN0907|---------------------------------------------------------------------|
 HN0907| PID    Reference Object                     Distance      Geod. Az  |
 HN0907|                                                           dddmmss.s |
 HN0907| HN0908 ET U 80                             APPROX. 3.1 KM 3290342.7 |
 HN0907|---------------------------------------------------------------------|
 HN0907
 HN0907                          SUPERSEDED SURVEY CONTROL
 HN0907
 HN0907  NAD 83(1992)-  37 13 08.37482(N)    110 50 22.21588(W) AD(       ) 3
 HN0907  NAD 83(1986)-  37 13 08.37428(N)    110 50 22.21505(W) AD(       ) 3
 HN0907  NAD 27      -  37 13 08.39947(N)    110 50 19.67730(W) AD(       ) 3
 HN0907  NGVD 29 (07/19/86) 1369.9    (m)         4494.     (f) VERT ANG       
 HN0907
 HN0907.Superseded values are not recommended for survey control.
 HN0907
 HN0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0907.See file dsdata.pdf to determine how the superseded data were derived.
 HN0907
 HN0907_MARKER: DD = SURVEY DISK
 HN0907_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HN0907_STAMPING: ET U 220 1959
 HN0907_MARK LOGO: USGS
 HN0907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0907
 HN0907  HISTORY     - Date     Condition        Report By
 HN0907  HISTORY     - 1959     MONUMENTED       USGS
 HN0907
 HN0907                          STATION DESCRIPTION
 HN0907
 HN0907'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0907'LOCATED ABOUT 4.5 MI. NW. OF THE CONFLUENCE OF THE SAN JUAN RIVER
 HN0907'AND THE COLORADO RIVER, 2 MI. E. OF THE COLORADO RIVER, ON RED
 HN0907'SANDSTONE POINT ON WILSON MESA.
 HN0907'
 HN0907'STATION REACHED BY HELICOPTER.
 HN0907'
 HN0907'STATION MARK--STANDARD TABLET, STAMPED ---ET U 220 1959---.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0929 ***********************************************************************
 HN0929  DESIGNATION -  ET U 221
 HN0929  PID         -  HN0929
 HN0929  STATE/COUNTY-  UT/SAN JUAN
 HN0929  COUNTRY     -  US
 HN0929  USGS QUAD   -  NASJA MESA (2017)
 HN0929
 HN0929                         *CURRENT SURVEY CONTROL
 HN0929  ______________________________________________________________________
 HN0929* NAD 83(1994) POSITION- 37 08 15.47226(N) 110 54 56.58872(W)   ADJUSTED
 HN0929* NAVD 88 ORTHO HEIGHT -  1312.2   (meters)     4305.    (feet) VERTCON3
 HN0929  ______________________________________________________________________
 HN0929  GEOID HEIGHT    -        -22.722 (meters)                     GEOID18
 HN0929  LAPLACE CORR    -          6.27  (seconds)                    DEFLEC18
 HN0929  HORZ ORDER      -  THIRD
 HN0929
 HN0929.The horizontal coordinates were established by classical geodetic methods
 HN0929.and adjusted by the National Geodetic Survey in November 1997.
 HN0929
 HN0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0929
 HN0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0929.GEOID18 height accuracy estimate available here.
 HN0929
 HN0929.Click photographs - Photos may exist for this station.
 HN0929
 HN0929.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0929
 HN0929. The following values were computed from the NAD 83(1994) position.
 HN0929
 HN0929;                    North         East     Units Scale Factor Converg.
 HN0929;SPC UT S     - 3,052,431.590   551,914.347   MT  1.00001449   +0 21 28.7
 HN0929;SPC UT S     -10,014,519.31  1,810,738.99   sFT  1.00001449   +0 21 28.7
 HN0929;UTM  12      - 4,110,143.746   507,485.447   MT  0.99960069   +0 03 03.2
 HN0929
 HN0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0929!SPC UT S     -   0.99979768  x   1.00001449  =   0.99981217
 HN0929!UTM  12      -   0.99979768  x   0.99960069  =   0.99939845
 HN0929
 HN0929:                Primary Azimuth Mark                     Grid Az
 HN0929:SPC UT S     -  ET U 222                                 203 56 38.6
 HN0929:UTM  12      -  ET U 222                                 204 15 04.1
 HN0929
 HN0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0748510143(NAD 83)
 HN0929
 HN0929|---------------------------------------------------------------------|
 HN0929| PID    Reference Object                     Distance      Geod. Az  |
 HN0929|                                                           dddmmss.s |
 HN0929| HN0918 ET U 222                            APPROX. 4.2 KM 2041807.3 |
 HN0929|---------------------------------------------------------------------|
 HN0929
 HN0929                          SUPERSEDED SURVEY CONTROL
 HN0929
 HN0929  NAD 83(1992)-  37 08 15.46951(N)    110 54 56.58966(W) AD(       ) 3
 HN0929  NAD 83(1986)-  37 08 15.46884(N)    110 54 56.58850(W) AD(       ) 3
 HN0929  NAD 27      -  37 08 15.48922(N)    110 54 54.05853(W) AD(       ) 3
 HN0929  NGVD 29 (07/19/86) 1311.1    (m)         4302.     (f) VERT ANG       
 HN0929
 HN0929.Superseded values are not recommended for survey control.
 HN0929
 HN0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0929.See file dsdata.pdf to determine how the superseded data were derived.
 HN0929
 HN0929_MARKER: DD = SURVEY DISK
 HN0929_SETTING: 66 = SET IN ROCK OUTCROP
 HN0929_STAMPING: ET U 221 1959
 HN0929_MARK LOGO: USGS
 HN0929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0929+STABILITY: POSITION/ELEVATION WELL
 HN0929
 HN0929  HISTORY     - Date     Condition        Report By
 HN0929  HISTORY     - 1959     MONUMENTED       USGS
 HN0929
 HN0929                          STATION DESCRIPTION
 HN0929
 HN0929'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0929'LOCATED ABOUT 5 MI. NE. OF RAINBOW BRIDGE IN RAINBOW BRIDGE NATIONAL
 HN0929'MONUMENT, 3 MI. SSW. OF THE JUNCTION OF THE COLORADO AND SAN JUAN
 HN0929'RIVERS, 2 MI. E. OF THE COLORADO RIVER, ON A LEDGE AT THE SW. POINT
 HN0929'OF TOP, ABOUT 200 FT. LOWER THAN TOP.
 HN0929'
 HN0929'STATION REACHED BY HELICOPTER.
 HN0929'
 HN0929'STATION MARK--STANDARD TABLET, STAMPED ---ET U 221 1959---, SET IN
 HN0929'SOLID SANDSTONE ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0918 ***********************************************************************
 HN0918  DESIGNATION -  ET U 222
 HN0918  PID         -  HN0918
 HN0918  STATE/COUNTY-  UT/SAN JUAN
 HN0918  COUNTRY     -  US
 HN0918  USGS QUAD   -  RAINBOW BRIDGE (2017)
 HN0918
 HN0918                         *CURRENT SURVEY CONTROL
 HN0918  ______________________________________________________________________
 HN0918* NAD 83(1994) POSITION- 37 06 10.85425(N) 110 56 06.84097(W)   ADJUSTED
 HN0918* NAVD 88 ORTHO HEIGHT -  1351.1   (meters)     4433.    (feet) VERTCON3
 HN0918  ______________________________________________________________________
 HN0918  GEOID HEIGHT    -        -22.679 (meters)                     GEOID18
 HN0918  LAPLACE CORR    -          7.14  (seconds)                    DEFLEC18
 HN0918  HORZ ORDER      -  THIRD
 HN0918
 HN0918.The horizontal coordinates were established by classical geodetic methods
 HN0918.and adjusted by the National Geodetic Survey in November 1997.
 HN0918
 HN0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0918
 HN0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0918.GEOID18 height accuracy estimate available here.
 HN0918
 HN0918.Click photographs - Photos may exist for this station.
 HN0918
 HN0918.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0918
 HN0918. The following values were computed from the NAD 83(1994) position.
 HN0918
 HN0918;                    North         East     Units Scale Factor Converg.
 HN0918;SPC UT S     - 3,048,579.246   550,203.672   MT  1.00002143   +0 20 45.7
 HN0918;SPC UT S     -10,001,880.41  1,805,126.55   sFT  1.00002143   +0 20 45.7
 HN0918;UTM  12      - 4,106,302.229   505,754.876   MT  0.99960041   +0 02 20.7
 HN0918
 HN0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0918!SPC UT S     -   0.99979157  x   1.00002143  =   0.99981300
 HN0918!UTM  12      -   0.99979157  x   0.99960041  =   0.99939207
 HN0918
 HN0918:                Primary Azimuth Mark                     Grid Az
 HN0918:SPC UT S     -  ET U 221                                 023 56 39.2
 HN0918:UTM  12      -  ET U 221                                 024 15 04.2
 HN0918
 HN0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0575406302(NAD 83)
 HN0918
 HN0918|---------------------------------------------------------------------|
 HN0918| PID    Reference Object                     Distance      Geod. Az  |
 HN0918|                                                           dddmmss.s |
 HN0918| HN0929 ET U 221                            APPROX. 4.2 KM 0241724.9 |
 HN0918|---------------------------------------------------------------------|
 HN0918
 HN0918                          SUPERSEDED SURVEY CONTROL
 HN0918
 HN0918  NAD 83(1992)-  37 06 10.85158(N)    110 56 06.84214(W) AD(       ) 3
 HN0918  NAD 83(1986)-  37 06 10.85066(N)    110 56 06.84060(W) AD(       ) 3
 HN0918  NAD 27      -  37 06 10.86825(N)    110 56 04.31346(W) AD(       ) 3
 HN0918  NGVD 29 (07/19/86) 1350.0    (m)         4429.     (f) VERT ANG       
 HN0918
 HN0918.Superseded values are not recommended for survey control.
 HN0918
 HN0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0918.See file dsdata.pdf to determine how the superseded data were derived.
 HN0918
 HN0918_MARKER: DD = SURVEY DISK
 HN0918_SETTING: 66 = SET IN ROCK OUTCROP
 HN0918_STAMPING: ET U 222 1959
 HN0918_MARK LOGO: USGS
 HN0918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0918+STABILITY: POSITION/ELEVATION WELL
 HN0918
 HN0918  HISTORY     - Date     Condition        Report By
 HN0918  HISTORY     - 1959     MONUMENTED       USGS
 HN0918
 HN0918                          STATION DESCRIPTION
 HN0918
 HN0918'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0918'LOCATED ABOUT 5.7 MI. SSW. OF THE CONFLUENCE OF THE SAN JUAN RIVER
 HN0918'WITH THE COLORADO RIVER, 2.4 MI. NE. OF RAINBOW BRIDGE, ON A BARE
 HN0918'SANDSTONE TOP RISING ABRUPTLY ABOVE A DRAIN TO THE N.
 HN0918'
 HN0918'STATION REACHED BY HELICOPTER.
 HN0918'
 HN0918'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 222 1959---,
 HN0918'CEMENTED IN DRILL HOLE IN TOP OF SANDSTONE TOP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0921 ***********************************************************************
 HN0921  DESIGNATION -  ET U 223
 HN0921  PID         -  HN0921
 HN0921  STATE/COUNTY-  UT/SAN JUAN
 HN0921  COUNTRY     -  US
 HN0921  USGS QUAD   -  RAINBOW BRIDGE (2017)
 HN0921
 HN0921                         *CURRENT SURVEY CONTROL
 HN0921  ______________________________________________________________________
 HN0921* NAD 83(1994) POSITION- 37 04 59.10682(N) 110 58 33.32536(W)   ADJUSTED
 HN0921* NAVD 88 ORTHO HEIGHT -  1432.9   (meters)     4701.    (feet) VERTCON3
 HN0921  ______________________________________________________________________
 HN0921  GEOID HEIGHT    -        -22.767 (meters)                     GEOID18
 HN0921  LAPLACE CORR    -          7.06  (seconds)                    DEFLEC18
 HN0921  HORZ ORDER      -  THIRD
 HN0921
 HN0921.The horizontal coordinates were established by classical geodetic methods
 HN0921.and adjusted by the National Geodetic Survey in November 1997.
 HN0921
 HN0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0921
 HN0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0921.GEOID18 height accuracy estimate available here.
 HN0921
 HN0921.Click photographs - Photos may exist for this station.
 HN0921
 HN0921.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0921
 HN0921. The following values were computed from the NAD 83(1994) position.
 HN0921
 HN0921;                    North         East     Units Scale Factor Converg.
 HN0921;SPC UT S     - 3,046,346.369   546,599.049   MT  1.00002559   +0 19 15.9
 HN0921;SPC UT S     - 9,994,554.71  1,793,300.38   sFT  1.00002559   +0 19 15.9
 HN0921;UTM  12      - 4,104,089.621   502,139.880   MT  0.99960006   +0 00 52.3
 HN0921
 HN0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0921!SPC UT S     -   0.99977876  x   1.00002559  =   0.99980434
 HN0921!UTM  12      -   0.99977876  x   0.99960006  =   0.99937890
 HN0921
 HN0921:                Primary Azimuth Mark                     Grid Az
 HN0921:SPC UT S     -  ET U 68                                  256 44 56.7
 HN0921:UTM  12      -  ET U 68                                  257 03 20.3
 HN0921
 HN0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0213904089(NAD 83)
 HN0921
 HN0921|---------------------------------------------------------------------|
 HN0921| PID    Reference Object                     Distance      Geod. Az  |
 HN0921|                                                           dddmmss.s |
 HN0921| HN0923 ET U 68                             APPROX. 1.4 KM 2570412.6 |
 HN0921|---------------------------------------------------------------------|
 HN0921
 HN0921                          SUPERSEDED SURVEY CONTROL
 HN0921
 HN0921  NAD 83(1992)-  37 04 59.10456(N)    110 58 33.32662(W) AD(       ) 3
 HN0921  NAD 83(1986)-  37 04 59.10269(N)    110 58 33.32519(W) AD(       ) 3
 HN0921  NAD 27      -  37 04 59.12285(N)    110 58 30.80026(W) AD(       ) 3
 HN0921  NGVD 29 (07/19/86) 1431.8    (m)         4697.     (f) VERT ANG       
 HN0921
 HN0921.Superseded values are not recommended for survey control.
 HN0921
 HN0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0921.See file dsdata.pdf to determine how the superseded data were derived.
 HN0921
 HN0921_MARKER: DD = SURVEY DISK
 HN0921_SETTING: 80 = SET IN A BOULDER
 HN0921_STAMPING: ET U 223 1959
 HN0921_MARK LOGO: USGS
 HN0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0921+STABILITY: SURFACE MOTION
 HN0921
 HN0921  HISTORY     - Date     Condition        Report By
 HN0921  HISTORY     - 1959     MONUMENTED       USGS
 HN0921
 HN0921                          STATION DESCRIPTION
 HN0921
 HN0921'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0921'LOCATED ABOUT 2.3 MI. S. OF THE CONFLUENCE OF AZTEC CANYON WITH THE
 HN0921'COLORADO RIVER, ON NORTHERN TIP OF MESA BETWEEN AZTEC AND BRIDGE
 HN0921'CANYONS.
 HN0921'
 HN0921'STATION REACHED BY HELICOPTER.
 HN0921'
 HN0921'STATION MARK--STANDARD TABLET, STAMPED ---ET U 223 1959---, CEMENTED
 HN0921'IN DRILL HOLE IN BURIED BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0704 ***********************************************************************
 HN0704  DESIGNATION -  ET U 224
 HN0704  PID         -  HN0704
 HN0704  STATE/COUNTY-  UT/KANE
 HN0704  COUNTRY     -  US
 HN0704  USGS QUAD   -  NAVAJO POINT (2017)
 HN0704
 HN0704                         *CURRENT SURVEY CONTROL
 HN0704  ______________________________________________________________________
 HN0704* NAD 83(1994) POSITION- 37 09 42.79651(N) 111 01 08.75442(W)   ADJUSTED
 HN0704* NAVD 88 ORTHO HEIGHT -  2199.0   (meters)     7215.    (feet) VERTCON3
 HN0704  ______________________________________________________________________
 HN0704  GEOID HEIGHT    -        -22.789 (meters)                     GEOID18
 HN0704  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 HN0704  HORZ ORDER      -  THIRD
 HN0704
 HN0704.The horizontal coordinates were established by classical geodetic methods
 HN0704.and adjusted by the National Geodetic Survey in November 1997.
 HN0704
 HN0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0704
 HN0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0704.GEOID18 height accuracy estimate available here.
 HN0704
 HN0704.Click photographs - Photos may exist for this station.
 HN0704
 HN0704.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0704
 HN0704. The following values were computed from the NAD 83(1994) position.
 HN0704
 HN0704;                    North         East     Units Scale Factor Converg.
 HN0704;SPC UT S     - 3,055,071.297   542,715.162   MT  1.00000984   +0 17 40.7
 HN0704;SPC UT S     -10,023,179.75  1,780,557.99   sFT  1.00000984   +0 17 40.7
 HN0704;UTM  12      - 4,112,831.540   498,304.304   MT  0.99960004   -0 00 41.5
 HN0704
 HN0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0704!SPC UT S     -   0.99965861  x   1.00000984  =   0.99966845
 HN0704!UTM  12      -   0.99965861  x   0.99960004  =   0.99925879
 HN0704
 HN0704:                Primary Azimuth Mark                     Grid Az
 HN0704:SPC UT S     -  ET U 46                                  203 25 41.2
 HN0704:UTM  12      -  ET U 46                                  203 44 03.4
 HN0704
 HN0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG9830412831(NAD 83)
 HN0704
 HN0704|---------------------------------------------------------------------|
 HN0704| PID    Reference Object                     Distance      Geod. Az  |
 HN0704|                                                           dddmmss.s |
 HN0704| HN0705 ET U 46                             APPROX. 3.9 KM 2034321.9 |
 HN0704|---------------------------------------------------------------------|
 HN0704
 HN0704                          SUPERSEDED SURVEY CONTROL
 HN0704
 HN0704  NAD 83(1992)-  37 09 42.79436(N)    111 01 08.75426(W) AD(       ) 3
 HN0704  NAD 83(1986)-  37 09 42.79262(N)    111 01 08.75409(W) AD(       ) 3
 HN0704  NAD 27      -  37 09 42.82134(N)    111 01 06.21151(W) AD(       ) 3
 HN0704  NGVD 29 (07/19/86) 2197.9    (m)         7211.     (f) VERT ANG       
 HN0704
 HN0704.Superseded values are not recommended for survey control.
 HN0704
 HN0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0704.See file dsdata.pdf to determine how the superseded data were derived.
 HN0704
 HN0704_MARKER: DD = SURVEY DISK
 HN0704_SETTING: 66 = SET IN ROCK OUTCROP
 HN0704_STAMPING: ET U 224 1959
 HN0704_MARK LOGO: USGS
 HN0704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0704+STABILITY: POSITION/ELEVATION WELL
 HN0704
 HN0704  HISTORY     - Date     Condition        Report By
 HN0704  HISTORY     - 1959     MONUMENTED       USGS
 HN0704
 HN0704                          STATION DESCRIPTION
 HN0704
 HN0704'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0704'LOCATED ABOUT 5.2 MI. N. OF COLORADO RIVER, ON THE S. END OF
 HN0704'KAIPAROWITS PLATEAU, ON NAVAJO POINT, 8 FT. N. OF RIM OF PLATEAU.
 HN0704'
 HN0704'STATION REACHED BY HELICOPTER.
 HN0704'
 HN0704'STATION MARK--STANDARD TABLET, STAMPED ---ET U 224 1959---, SET IN
 HN0704'SANDSTONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0738 ***********************************************************************
 HN0738  DESIGNATION -  ET U 225
 HN0738  PID         -  HN0738
 HN0738  STATE/COUNTY-  UT/KANE
 HN0738  COUNTRY     -  US
 HN0738  USGS QUAD   -  MAZUKI POINT (2017)
 HN0738
 HN0738                         *CURRENT SURVEY CONTROL
 HN0738  ______________________________________________________________________
 HN0738* NAD 83(1994) POSITION- 37 11 35.07341(N) 111 09 53.47122(W)   ADJUSTED
 HN0738* NAVD 88 ORTHO HEIGHT -  1625.6   (meters)     5333.    (feet) VERTCON3
 HN0738  ______________________________________________________________________
 HN0738  GEOID HEIGHT    -        -22.935 (meters)                     GEOID18
 HN0738  LAPLACE CORR    -          2.87  (seconds)                    DEFLEC18
 HN0738  HORZ ORDER      -  THIRD
 HN0738
 HN0738.The horizontal coordinates were established by classical geodetic methods
 HN0738.and adjusted by the National Geodetic Survey in November 1997.
 HN0738
 HN0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0738
 HN0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0738.GEOID18 height accuracy estimate available here.
 HN0738
 HN0738.Click photographs - Photos may exist for this station.
 HN0738
 HN0738.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0738
 HN0738. The following values were computed from the NAD 83(1994) position.
 HN0738
 HN0738;                    North         East     Units Scale Factor Converg.
 HN0738;SPC UT S     - 3,058,476.089   529,756.445   MT  1.00000413   +0 12 19.2
 HN0738;SPC UT S     -10,034,350.30  1,738,042.60   sFT  1.00000413   +0 12 19.2
 HN0738;UTM  12      - 4,116,303.986   485,369.184   MT  0.99960264   -0 05 58.8
 HN0738
 HN0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0738!SPC UT S     -   0.99974856  x   1.00000413  =   0.99975269
 HN0738!UTM  12      -   0.99974856  x   0.99960264  =   0.99935130
 HN0738
 HN0738:                Primary Azimuth Mark                     Grid Az
 HN0738:SPC UT S     -  ROCK CREEK=ET U 200                      268 01 16.4
 HN0738:UTM  12      -  ROCK CREEK=ET U 200                      268 19 34.4
 HN0738
 HN0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG8536916303(NAD 83)
 HN0738
 HN0738|---------------------------------------------------------------------|
 HN0738| PID    Reference Object                     Distance      Geod. Az  |
 HN0738|                                                           dddmmss.s |
 HN0738| HN0736 ROCK CREEK=ET U 200                 APPROX. 3.7 KM 2681335.6 |
 HN0738|---------------------------------------------------------------------|
 HN0738
 HN0738                          SUPERSEDED SURVEY CONTROL
 HN0738
 HN0738  NAD 83(1992)-  37 11 35.07160(N)    111 09 53.47151(W) AD(       ) 3
 HN0738  NAD 83(1986)-  37 11 35.06835(N)    111 09 53.47180(W) AD(       ) 3
 HN0738  NAD 27      -  37 11 35.10200(N)    111 09 50.92516(W) AD(       ) 3
 HN0738  NGVD 29 (07/19/86) 1624.6    (m)         5330.     (f) VERT ANG       
 HN0738
 HN0738.Superseded values are not recommended for survey control.
 HN0738
 HN0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0738.See file dsdata.pdf to determine how the superseded data were derived.
 HN0738
 HN0738_MARKER: DD = SURVEY DISK
 HN0738_SETTING: 66 = SET IN ROCK OUTCROP
 HN0738_STAMPING: ET U 25 1959
 HN0738_MARK LOGO: USGS
 HN0738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0738+STABILITY: POSITION/ELEVATION WELL
 HN0738
 HN0738  HISTORY     - Date     Condition        Report By
 HN0738  HISTORY     - 1959     MONUMENTED       USGS
 HN0738
 HN0738                          STATION DESCRIPTION
 HN0738
 HN0738'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0738'LOCATED ABOUT 5.8 MI. N. OF THE JUNCTION OF COLORADO RIVER WITH ROCK
 HN0738'CREEK AND 1.2 MI. E. OF ROCK CREEK, ON A SMALL TOP ABOUT 20 FT. SE.
 HN0738'OF THE HIGHEST POINT AND ABOUT 3 FT. LOWER ON A HIGH MESA AT ITS
 HN0738'MOST NARROW POINT.
 HN0738'
 HN0738'STATION REACHED BY HELICOPTER.
 HN0738'
 HN0738'STATION MARK--STANDARD TABLET, STAMPED ---ET U 225 1959---, CEMENTED
 HN0738'IN DRILL HOLE IN TOP OF SOLID SANDSTONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0766 ***********************************************************************
 HN0766  DESIGNATION -  ET U 229
 HN0766  PID         -  HN0766
 HN0766  STATE/COUNTY-  UT/KANE
 HN0766  COUNTRY     -  US
 HN0766  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0766
 HN0766                         *CURRENT SURVEY CONTROL
 HN0766  ______________________________________________________________________
 HN0766* NAD 83(1994) POSITION- 37 06 13.26402(N) 111 25 42.72122(W)   ADJUSTED
 HN0766* NAVD 88 ORTHO HEIGHT -  1325.0   (meters)     4347.    (feet) VERTCON3
 HN0766  ______________________________________________________________________
 HN0766  GEOID HEIGHT    -        -23.278 (meters)                     GEOID18
 HN0766  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 HN0766  HORZ ORDER      -  THIRD
 HN0766
 HN0766.The horizontal coordinates were established by classical geodetic methods
 HN0766.and adjusted by the National Geodetic Survey in November 1997.
 HN0766
 HN0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0766
 HN0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0766.GEOID18 height accuracy estimate available here.
 HN0766
 HN0766.Click photographs - Photos may exist for this station.
 HN0766
 HN0766.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0766
 HN0766. The following values were computed from the NAD 83(1994) position.
 HN0766
 HN0766;                    North         East     Units Scale Factor Converg.
 HN0766;SPC UT S     - 3,048,504.365   506,352.824   MT  1.00002129   +0 02 37.6
 HN0766;SPC UT S     -10,001,634.74  1,661,259.22   sFT  1.00002129   +0 02 37.6
 HN0766;UTM  12      - 4,106,460.427   461,922.497   MT  0.99961786   -0 15 30.7
 HN0766
 HN0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0766!SPC UT S     -   0.99979576  x   1.00002129  =   0.99981704
 HN0766!UTM  12      -   0.99979576  x   0.99961786  =   0.99941370
 HN0766
 HN0766:                Primary Azimuth Mark                     Grid Az
 HN0766:SPC UT S     -  ET U 10                                  206 08 23.2
 HN0766:UTM  12      -  ET U 10                                  206 26 31.5
 HN0766
 HN0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG6192206460(NAD 83)
 HN0766
 HN0766|---------------------------------------------------------------------|
 HN0766| PID    Reference Object                     Distance      Geod. Az  |
 HN0766|                                                           dddmmss.s |
 HN0766| HN0767 ET U 10                             APPROX. 3.1 KM 2061100.8 |
 HN0766|---------------------------------------------------------------------|
 HN0766
 HN0766                          SUPERSEDED SURVEY CONTROL
 HN0766
 HN0766  NAD 83(1992)-  37 06 13.26314(N)    111 25 42.72161(W) AD(       ) 3
 HN0766  NAD 83(1986)-  37 06 13.26001(N)    111 25 42.72259(W) AD(       ) 3
 HN0766  NAD 27      -  37 06 13.30321(N)    111 25 40.15294(W) AD(       ) 3
 HN0766  NGVD 29 (07/19/86) 1324.1    (m)         4344.     (f) VERT ANG       
 HN0766
 HN0766.Superseded values are not recommended for survey control.
 HN0766
 HN0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0766.See file dsdata.pdf to determine how the superseded data were derived.
 HN0766
 HN0766_MARKER: DD = SURVEY DISK
 HN0766_SETTING: 66 = SET IN ROCK OUTCROP
 HN0766_STAMPING: ET U 229 1959
 HN0766_MARK LOGO: USGS
 HN0766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0766+STABILITY: POSITION/ELEVATION WELL
 HN0766
 HN0766  HISTORY     - Date     Condition        Report By
 HN0766  HISTORY     - 1959     MONUMENTED       USGS
 HN0766
 HN0766                          STATION DESCRIPTION
 HN0766
 HN0766'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0766'LOCATED ABOUT 11.9 MI. NE. OF GLEN CANYON DAM, 6.1 MI. NW. OF
 HN0766'GUNSIGHT BUTTE, ON THE S. RIM OF A FLAT TOP OVERLOOKING A CANYON.
 HN0766'
 HN0766'STATION REACHED BY HELICOPTER.
 HN0766'
 HN0766'STATION MARK--STANDARD TABLET, STAMPED ---ET U 229 1959---, CEMENTED
 HN0766'IN BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0728 ***********************************************************************
 HN0728  DESIGNATION -  ET U 23
 HN0728  PID         -  HN0728
 HN0728  STATE/COUNTY-  UT/SAN JUAN
 HN0728  COUNTRY     -  US
 HN0728  USGS QUAD   -  GREGORY BUTTE (2017)
 HN0728
 HN0728                         *CURRENT SURVEY CONTROL
 HN0728  ______________________________________________________________________
 HN0728* NAD 83(1994) POSITION- 37 00 31.79338(N) 111 10 20.47542(W)   ADJUSTED
 HN0728* NAVD 88 ORTHO HEIGHT -  1492.8   (meters)     4898.    (feet) VERTCON3
 HN0728  ______________________________________________________________________
 HN0728  GEOID HEIGHT    -        -23.206 (meters)                     GEOID18
 HN0728  LAPLACE CORR    -          5.61  (seconds)                    DEFLEC18
 HN0728  HORZ ORDER      -  THIRD
 HN0728
 HN0728.The horizontal coordinates were established by classical geodetic methods
 HN0728.and adjusted by the National Geodetic Survey in November 1997.
 HN0728
 HN0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0728
 HN0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0728.GEOID18 height accuracy estimate available here.
 HN0728
 HN0728.Click photographs - Photos may exist for this station.
 HN0728
 HN0728.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0728
 HN0728. The following values were computed from the NAD 83(1994) position.
 HN0728
 HN0728;                    North         East     Units Scale Factor Converg.
 HN0728;SPC UT S     - 3,038,026.035   529,162.089   MT  1.00004213   +0 12 02.7
 HN0728;SPC UT S     - 9,967,257.08  1,736,092.62   sFT  1.00004213   +0 12 02.7
 HN0728;UTM  12      - 4,095,865.960   484,666.361   MT  0.99960290   -0 06 13.5
 HN0728
 HN0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0728!SPC UT S     -   0.99976942  x   1.00004213  =   0.99981154
 HN0728!UTM  12      -   0.99976942  x   0.99960290  =   0.99937241
 HN0728
 HN0728:                Primary Azimuth Mark                     Grid Az
 HN0728:SPC UT S     -  ET A 21                                  128 08 30.5
 HN0728:UTM  12      -  ET A 21                                  128 26 46.7
 HN0728
 HN0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF8466695865(NAD 83)
 HN0728
 HN0728|---------------------------------------------------------------------|
 HN0728| PID    Reference Object                     Distance      Geod. Az  |
 HN0728|                                                           dddmmss.s |
 HN0728| GP0548 ET A 21                             APPROX. 3.4 KM 1282033.2 |
 HN0728|---------------------------------------------------------------------|
 HN0728
 HN0728                          SUPERSEDED SURVEY CONTROL
 HN0728
 HN0728  NAD 83(1992)-  37 00 31.79226(N)    111 10 20.47585(W) AD(       ) 3
 HN0728  NAD 83(1986)-  37 00 31.78322(N)    111 10 20.48200(W) AD(       ) 3
 HN0728  NAD 27      -  37 00 31.81351(N)    111 10 17.94200(W) AD(       ) 3
 HN0728  NGVD 29 (07/19/86) 1491.8    (m)         4894.     (f) VERT ANG       
 HN0728
 HN0728.Superseded values are not recommended for survey control.
 HN0728
 HN0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0728.See file dsdata.pdf to determine how the superseded data were derived.
 HN0728
 HN0728_MARKER: DD = SURVEY DISK
 HN0728_SETTING: 66 = SET IN ROCK OUTCROP
 HN0728_STAMPING: ET U 23 1959
 HN0728_MARK LOGO: USGS
 HN0728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0728+STABILITY: POSITION/ELEVATION WELL
 HN0728
 HN0728  HISTORY     - Date     Condition        Report By
 HN0728  HISTORY     - 1959     MONUMENTED       USGS
 HN0728
 HN0728                          STATION DESCRIPTION
 HN0728
 HN0728'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0728'LOCATED ABOUT 9.5 MI. SE. OF GUNSIGHT BUTTE, 5.7 MI. SE. OF THE
 HN0728'CONFLUENCE OF THE LAST CHANCE CREEK AND THE COLORADO RIVER, AND 0.6
 HN0728'MI. SW. OF WEST CANYON CREEK, ON TOP OF A PROMINENT PEAK AT THE N.
 HN0728'END OF A NARROW MESA.
 HN0728'
 HN0728'STATION REACHED BY HELICOPTER.
 HN0728'
 HN0728'STATION MARK--STANDARD TABLET, STAMPED ---ET U 23 1959---, CEMENTED
 HN0728'IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0786 ***********************************************************************
 HN0786  DESIGNATION -  ET U 230
 HN0786  PID         -  HN0786
 HN0786  STATE/COUNTY-  UT/KANE
 HN0786  COUNTRY     -  US
 HN0786  USGS QUAD   -  LONE ROCK (2017)
 HN0786
 HN0786                         *CURRENT SURVEY CONTROL
 HN0786  ______________________________________________________________________
 HN0786* NAD 83(1994) POSITION- 37 04 22.20452(N) 111 30 51.58684(W)   ADJUSTED
 HN0786* NAVD 88 ORTHO HEIGHT -  1238.9   (meters)     4065.    (feet) VERTCON3
 HN0786  ______________________________________________________________________
 HN0786  GEOID HEIGHT    -        -23.328 (meters)                     GEOID18
 HN0786  LAPLACE CORR    -         -1.50  (seconds)                    DEFLEC18
 HN0786  HORZ ORDER      -  THIRD
 HN0786
 HN0786.The horizontal coordinates were established by classical geodetic methods
 HN0786.and adjusted by the National Geodetic Survey in November 1997.
 HN0786
 HN0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0786
 HN0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0786.GEOID18 height accuracy estimate available here.
 HN0786
 HN0786.Click photographs - Photos may exist for this station.
 HN0786
 HN0786.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0786
 HN0786. The following values were computed from the NAD 83(1994) position.
 HN0786
 HN0786;                    North         East     Units Scale Factor Converg.
 HN0786;SPC UT S     - 3,045,078.255   498,725.674   MT  1.00002777   -0 00 31.6
 HN0786;SPC UT S     - 9,990,394.24  1,636,235.82   sFT  1.00002777   -0 00 31.6
 HN0786;UTM  12      - 4,103,075.904   454,280.485   MT  0.99962575   -0 18 36.2
 HN0786
 HN0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0786!SPC UT S     -   0.99980928  x   1.00002777  =   0.99983704
 HN0786!UTM  12      -   0.99980928  x   0.99962575  =   0.99943510
 HN0786
 HN0786:                Primary Azimuth Mark                     Grid Az
 HN0786:SPC UT S     -  WARM=ET U 59                             005 36 41.2
 HN0786:UTM  12      -  WARM=ET U 59                             005 54 45.8
 HN0786
 HN0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG5428003075(NAD 83)
 HN0786
 HN0786|---------------------------------------------------------------------|
 HN0786| PID    Reference Object                     Distance      Geod. Az  |
 HN0786|                                                           dddmmss.s |
 HN0786| HN0784 WARM=ET U 59                        APPROX. 4.7 KM 0053609.6 |
 HN0786|---------------------------------------------------------------------|
 HN0786
 HN0786                          SUPERSEDED SURVEY CONTROL
 HN0786
 HN0786  NAD 83(1992)-  37 04 22.20358(N)    111 30 51.58706(W) AD(       ) 3
 HN0786  NAD 83(1986)-  37 04 22.19980(N)    111 30 51.58748(W) AD(       ) 3
 HN0786  NAD 27      -  37 04 22.24252(N)    111 30 49.00867(W) AD(       ) 3
 HN0786  NGVD 29 (07/19/86) 1238.0    (m)         4062.     (f) VERT ANG       
 HN0786
 HN0786.Superseded values are not recommended for survey control.
 HN0786
 HN0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0786.See file dsdata.pdf to determine how the superseded data were derived.
 HN0786
 HN0786_MARKER: DD = SURVEY DISK
 HN0786_SETTING: 66 = SET IN ROCK OUTCROP
 HN0786_STAMPING: ET U 230 1959
 HN0786_MARK LOGO: USGS
 HN0786_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0786+STABILITY: POSITION/ELEVATION WELL
 HN0786
 HN0786  HISTORY     - Date     Condition        Report By
 HN0786  HISTORY     - 1959     MONUMENTED       USGS
 HN0786
 HN0786                          STATION DESCRIPTION
 HN0786
 HN0786'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0786'LOCATED ABOUT 9.3 MI. N. OF GLEN CANYON DAM SITE, 5.0 MI. NW. OF
 HN0786'CASTLE ROCK, 3.0 MI. W. OF WARM CREEK, ON A SMALL LOOSE ROCK TOP E.
 HN0786'OF A LONG SANDY TOP.
 HN0786'
 HN0786'STATION REACHED BY HELICOPTER.
 HN0786'
 HN0786'STATION MARK--STANDARD TABLET, STAMPED ---ET U 230 1959---, CEMENTED
 HN0786'IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0793 ***********************************************************************
 HN0793  DESIGNATION -  ET U 231
 HN0793  PID         -  HN0793
 HN0793  STATE/COUNTY-  UT/KANE
 HN0793  COUNTRY     -  US
 HN0793  USGS QUAD   -  BIG WATER (2017)
 HN0793
 HN0793                         *CURRENT SURVEY CONTROL
 HN0793  ______________________________________________________________________
 HN0793* NAD 83(1994) POSITION- 37 02 51.61656(N) 111 37 49.26014(W)   ADJUSTED
 HN0793* NAVD 88 ORTHO HEIGHT -  1287.0   (meters)     4222.    (feet) VERTCON3
 HN0793  ______________________________________________________________________
 HN0793  GEOID HEIGHT    -        -23.302 (meters)                     GEOID18
 HN0793  LAPLACE CORR    -         -3.92  (seconds)                    DEFLEC18
 HN0793  HORZ ORDER      -  THIRD
 HN0793
 HN0793.The horizontal coordinates were established by classical geodetic methods
 HN0793.and adjusted by the National Geodetic Survey in November 1997.
 HN0793
 HN0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0793
 HN0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0793.GEOID18 height accuracy estimate available here.
 HN0793
 HN0793.Click photographs - Photos may exist for this station.
 HN0793
 HN0793.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0793
 HN0793. The following values were computed from the NAD 83(1994) position.
 HN0793
 HN0793;                    North         East     Units Scale Factor Converg.
 HN0793;SPC UT S     - 3,042,293.559   488,404.191   MT  1.00003327   -0 04 47.5
 HN0793;SPC UT S     - 9,981,258.12  1,602,372.75   sFT  1.00003327   -0 04 47.5
 HN0793;UTM  12      - 4,100,346.487   443,948.653   MT  0.99963870   -0 22 47.2
 HN0793
 HN0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0793!SPC UT S     -   0.99980172  x   1.00003327  =   0.99983499
 HN0793!UTM  12      -   0.99980172  x   0.99963870  =   0.99944049
 HN0793
 HN0793:                Primary Azimuth Mark                     Grid Az
 HN0793:SPC UT S     -  WEAP                                     022 41 42.7
 HN0793:UTM  12      -  WEAP                                     022 59 42.4
 HN0793
 HN0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG4394800346(NAD 83)
 HN0793
 HN0793|---------------------------------------------------------------------|
 HN0793| PID    Reference Object                     Distance      Geod. Az  |
 HN0793|                                                           dddmmss.s |
 HN0793| HN0783 WEAP                                APPROX. 4.2 KM 0223655.2 |
 HN0793|---------------------------------------------------------------------|
 HN0793
 HN0793                          SUPERSEDED SURVEY CONTROL
 HN0793
 HN0793  NAD 83(1992)-  37 02 51.61603(N)    111 37 49.25992(W) AD(       ) 3
 HN0793  NAD 83(1986)-  37 02 51.61290(N)    111 37 49.25918(W) AD(       ) 3
 HN0793  NAD 27      -  37 02 51.64855(N)    111 37 46.67145(W) AD(       ) 3
 HN0793  NGVD 29 (07/19/86) 1286.1    (m)         4219.     (f) VERT ANG       
 HN0793
 HN0793.Superseded values are not recommended for survey control.
 HN0793
 HN0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0793.See file dsdata.pdf to determine how the superseded data were derived.
 HN0793
 HN0793_MARKER: DD = SURVEY DISK
 HN0793_SETTING: 66 = SET IN ROCK OUTCROP
 HN0793_STAMPING: ET U 231 1959
 HN0793_MARK LOGO: USGS
 HN0793_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0793+STABILITY: POSITION/ELEVATION WELL
 HN0793
 HN0793  HISTORY     - Date     Condition        Report By
 HN0793  HISTORY     - 1959     MONUMENTED       USGS
 HN0793
 HN0793                          STATION DESCRIPTION
 HN0793
 HN0793'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0793'LOCATED ABOUT 13.0 MI. NW. OF THE CONFLUENCE OF WARM CREEK AND THE
 HN0793'COLORADO RIVER AND 1.2 MI. W. OF WIREGRASS SPRING, ON A POINT OF A
 HN0793'MESA ABOUT 0.5 MI. S. OF HIGHWAY 259.
 HN0793'
 HN0793'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 231 1959---,
 HN0793'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0457 ***********************************************************************
 JN0457  DESIGNATION -  ET U 232
 JN0457  PID         -  JN0457
 JN0457  STATE/COUNTY-  UT/GARFIELD
 JN0457  COUNTRY     -  US
 JN0457  USGS QUAD   -  STAIR CANYON (2017)
 JN0457
 JN0457                         *CURRENT SURVEY CONTROL
 JN0457  ______________________________________________________________________
 JN0457* NAD 83(1994) POSITION- 38 00 22.28513(N) 110 24 42.01692(W)   ADJUSTED
 JN0457* NAVD 88 ORTHO HEIGHT -  1775.4   (meters)     5825.    (feet) VERTCON3
 JN0457  ______________________________________________________________________
 JN0457  GEOID HEIGHT    -        -20.636 (meters)                     GEOID18
 JN0457  LAPLACE CORR    -         -6.89  (seconds)                    DEFLEC18
 JN0457  HORZ ORDER      -  THIRD
 JN0457
 JN0457.The horizontal coordinates were established by classical geodetic methods
 JN0457.and adjusted by the National Geodetic Survey in November 1997.
 JN0457
 JN0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0457
 JN0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0457.GEOID18 height accuracy estimate available here.
 JN0457
 JN0457.Click photographs - Photos may exist for this station.
 JN0457
 JN0457.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0457
 JN0457. The following values were computed from the NAD 83(1994) position.
 JN0457
 JN0457;                    North         East     Units Scale Factor Converg.
 JN0457;SPC UT S     - 3,149,222.438   595,576.450   MT  0.99995879   +0 40 00.5
 JN0457;SPC UT S     -10,332,073.95  1,953,987.07   sFT  0.99995879   +0 40 00.5
 JN0457;UTM  12      - 4,206,665.133   551,649.561   MT  0.99963285   +0 21 44.2
 JN0457
 JN0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0457!SPC UT S     -   0.99972473  x   0.99995879  =   0.99968353
 JN0457!UTM  12      -   0.99972473  x   0.99963285  =   0.99935768
 JN0457
 JN0457:                Primary Azimuth Mark                     Grid Az
 JN0457:SPC UT S     -  HOG=ET U 184                             187 56 32.8
 JN0457:UTM  12      -  HOG=ET U 184                             188 14 49.1
 JN0457
 JN0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH5164906665(NAD 83)
 JN0457
 JN0457|---------------------------------------------------------------------|
 JN0457| PID    Reference Object                     Distance      Geod. Az  |
 JN0457|                                                           dddmmss.s |
 JN0457| HN0865 HOG=ET U 184                        APPROX. 3.5 KM 1883633.3 |
 JN0457|---------------------------------------------------------------------|
 JN0457
 JN0457                          SUPERSEDED SURVEY CONTROL
 JN0457
 JN0457  NAD 83(1986)-  38 00 22.27863(N)    110 24 42.01631(W) AD(       ) 3
 JN0457  NAD 27      -  38 00 22.32566(N)    110 24 39.50467(W) AD(       ) 3
 JN0457  NGVD 29 (07/19/86) 1774.4    (m)         5822.     (f) VERT ANG       
 JN0457
 JN0457.Superseded values are not recommended for survey control.
 JN0457
 JN0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0457.See file dsdata.pdf to determine how the superseded data were derived.
 JN0457
 JN0457_MARKER: DD = SURVEY DISK
 JN0457_SETTING: 66 = SET IN ROCK OUTCROP
 JN0457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0457+STABILITY: POSITION/ELEVATION WELL
 JN0457
 JN0457  HISTORY     - Date     Condition        Report By
 JN0457  HISTORY     - 1959     MONUMENTED       USGS
 JN0457
 JN0457                          STATION DESCRIPTION
 JN0457
 JN0457'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JN0457'LOCATED ABOUT 13.8 MI. N. OF HITE, 8.3 MI. N. OF THE CONFLUENCE OF
 JN0457'THE DIRTY DEVIL AND COLORADO RIVERS, 1.2 MI. W. OF THE DIRTY DEVIL
 JN0457'RIVER, ON THE SE. RIM OF A PROMINENT, FLAT TOP.
 JN0457'
 JN0457'STATION REACHED BY HELICOPTER.
 JN0457'
 JN0457'STATION MARK--STANDARD TABLET, STAMPED ---ET U 232 1959---, CEMENTED
 JN0457'IN BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0456 ***********************************************************************
 JN0456  DESIGNATION -  ET U 233
 JN0456  PID         -  JN0456
 JN0456  STATE/COUNTY-  UT/GARFIELD
 JN0456  COUNTRY     -  US
 JN0456  USGS QUAD   -  STAIR CANYON (2017)
 JN0456
 JN0456                         *CURRENT SURVEY CONTROL
 JN0456  ______________________________________________________________________
 JN0456* NAD 83(1994) POSITION- 38 02 25.98435(N) 110 23 30.67627(W)   ADJUSTED
 JN0456* NAVD 88 ORTHO HEIGHT -  1313.9   (meters)     4311.    (feet) VERTCON3
 JN0456  ______________________________________________________________________
 JN0456  GEOID HEIGHT    -        -20.588 (meters)                     GEOID18
 JN0456  LAPLACE CORR    -          0.57  (seconds)                    DEFLEC18
 JN0456  HORZ ORDER      -  THIRD
 JN0456
 JN0456.The horizontal coordinates were established by classical geodetic methods
 JN0456.and adjusted by the National Geodetic Survey in November 1997.
 JN0456
 JN0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0456
 JN0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0456.GEOID18 height accuracy estimate available here.
 JN0456
 JN0456.Click photographs - Photos may exist for this station.
 JN0456
 JN0456.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0456
 JN0456. The following values were computed from the NAD 83(1994) position.
 JN0456
 JN0456;                    North         East     Units Scale Factor Converg.
 JN0456;SPC UT S     - 3,153,056.409   597,271.482   MT  0.99996129   +0 40 44.2
 JN0456;SPC UT S     -10,344,652.57  1,959,548.19   sFT  0.99996129   +0 40 44.2
 JN0456;UTM  12      - 4,210,488.798   553,364.377   MT  0.99963507   +0 22 29.1
 JN0456
 JN0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0456!SPC UT S     -   0.99979711  x   0.99996129  =   0.99975841
 JN0456!UTM  12      -   0.99979711  x   0.99963507  =   0.99943225
 JN0456
 JN0456:                Primary Azimuth Mark                     Grid Az
 JN0456:SPC UT S     -  ET U 232                                 203 51 02.5
 JN0456:UTM  12      -  ET U 232                                 204 09 17.6
 JN0456
 JN0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH5336410488(NAD 83)
 JN0456
 JN0456|---------------------------------------------------------------------|
 JN0456| PID    Reference Object                     Distance      Geod. Az  |
 JN0456|                                                           dddmmss.s |
 JN0456| JN0457 ET U 232                            APPROX. 4.2 KM 2043146.7 |
 JN0456|---------------------------------------------------------------------|
 JN0456
 JN0456                          SUPERSEDED SURVEY CONTROL
 JN0456
 JN0456  NAD 83(1986)-  38 02 25.97759(N)    110 23 30.67568(W) AD(       ) 3
 JN0456  NAD 27      -  38 02 26.02681(N)    110 23 28.16563(W) AD(       ) 3
 JN0456  NGVD 29 (07/19/86) 1312.9    (m)         4307.     (f) VERT ANG       
 JN0456
 JN0456.Superseded values are not recommended for survey control.
 JN0456
 JN0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0456.See file dsdata.pdf to determine how the superseded data were derived.
 JN0456
 JN0456_MARKER: DD = SURVEY DISK
 JN0456_SETTING: 66 = SET IN ROCK OUTCROP
 JN0456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0456+STABILITY: POSITION/ELEVATION WELL
 JN0456
 JN0456  HISTORY     - Date     Condition        Report By
 JN0456  HISTORY     - 1959     MONUMENTED       USGS
 JN0456
 JN0456                          STATION DESCRIPTION
 JN0456
 JN0456'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JN0456'LOCATED ABOUT 16.5 MI. NE. OF HITE, 0.2 MI. NE. OF DIRTY DEVIL RIVER,
 JN0456'ON THE NW. END OF RED BENCHES.
 JN0456'
 JN0456'STATION REACHED BY HELICOPTER.
 JN0456'
 JN0456'STATION MARK--STANDARD TABLET, STAMPED ---ET U 233 1959---, SET IN
 JN0456'ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0731 ***********************************************************************
 HN0731  DESIGNATION -  ET U 24
 HN0731  PID         -  HN0731
 HN0731  STATE/COUNTY-  UT/SAN JUAN
 HN0731  COUNTRY     -  US
 HN0731  USGS QUAD   -  GREGORY BUTTE (2017)
 HN0731
 HN0731                         *CURRENT SURVEY CONTROL
 HN0731  ______________________________________________________________________
 HN0731* NAD 83(1994) POSITION- 37 04 21.87526(N) 111 11 12.73784(W)   ADJUSTED
 HN0731* NAVD 88 ORTHO HEIGHT -  1450.4   (meters)     4759.    (feet) VERTCON3
 HN0731  ______________________________________________________________________
 HN0731  GEOID HEIGHT    -        -23.184 (meters)                     GEOID18
 HN0731  LAPLACE CORR    -          9.34  (seconds)                    DEFLEC18
 HN0731  HORZ ORDER      -  THIRD
 HN0731
 HN0731.The horizontal coordinates were established by classical geodetic methods
 HN0731.and adjusted by the National Geodetic Survey in November 1997.
 HN0731
 HN0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0731
 HN0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0731.GEOID18 height accuracy estimate available here.
 HN0731
 HN0731.Click photographs - Photos may exist for this station.
 HN0731
 HN0731.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0731
 HN0731. The following values were computed from the NAD 83(1994) position.
 HN0731
 HN0731;                    North         East     Units Scale Factor Converg.
 HN0731;SPC UT S     - 3,045,114.627   527,846.228   MT  1.00002779   +0 11 30.7
 HN0731;SPC UT S     - 9,990,513.57  1,731,775.50   sFT  1.00002779   +0 11 30.7
 HN0731;UTM  12      - 4,102,958.382   483,388.743   MT  0.99960340   -0 06 45.5
 HN0731
 HN0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0731!SPC UT S     -   0.99977608  x   1.00002779  =   0.99980386
 HN0731!UTM  12      -   0.99977608  x   0.99960340  =   0.99937956
 HN0731
 HN0731:                Primary Azimuth Mark                     Grid Az
 HN0731:SPC UT S     -  ET U 19                                  235 20 22.3
 HN0731:UTM  12      -  ET U 19                                  235 38 38.5
 HN0731
 HN0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG8338802958(NAD 83)
 HN0731
 HN0731|---------------------------------------------------------------------|
 HN0731| PID    Reference Object                     Distance      Geod. Az  |
 HN0731|                                                           dddmmss.s |
 HN0731| HN0733 ET U 19                             APPROX. 3.5 KM 2353153.0 |
 HN0731|---------------------------------------------------------------------|
 HN0731
 HN0731                          SUPERSEDED SURVEY CONTROL
 HN0731
 HN0731  NAD 83(1992)-  37 04 21.87393(N)    111 11 12.73836(W) AD(       ) 3
 HN0731  NAD 83(1986)-  37 04 21.86802(N)    111 11 12.73972(W) AD(       ) 3
 HN0731  NAD 27      -  37 04 21.90261(N)    111 11 10.19823(W) AD(       ) 3
 HN0731  NGVD 29 (07/19/86) 1449.4    (m)         4755.     (f) VERT ANG       
 HN0731
 HN0731.Superseded values are not recommended for survey control.
 HN0731
 HN0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0731.See file dsdata.pdf to determine how the superseded data were derived.
 HN0731
 HN0731_MARKER: DD = SURVEY DISK
 HN0731_SETTING: 66 = SET IN ROCK OUTCROP
 HN0731_STAMPING: ET U 24 1959
 HN0731_MARK LOGO: USGS
 HN0731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0731+STABILITY: POSITION/ELEVATION WELL
 HN0731
 HN0731  HISTORY     - Date     Condition        Report By
 HN0731  HISTORY     - 1959     MONUMENTED       USGS
 HN0731
 HN0731                          STATION DESCRIPTION
 HN0731
 HN0731'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0731'LOCATED ABOUT 3.0 MI. E. OF THE CONFLUENCE OF LAST CHANCE CREEK WITH
 HN0731'THE COLORADO RIVER AND 0.5 MI. SW. OF THE COLORADO RIVER, ON A HIGH
 HN0731'POINT OF THE RIM.
 HN0731'
 HN0731'STATION REACHED BY HELICOPTER.
 HN0731'
 HN0731'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 24 1959---,
 HN0731'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0729 ***********************************************************************
 HN0729  DESIGNATION -  ET U 25
 HN0729  PID         -  HN0729
 HN0729  STATE/COUNTY-  UT/SAN JUAN
 HN0729  COUNTRY     -  US
 HN0729  USGS QUAD   -  GREGORY BUTTE (2017)
 HN0729
 HN0729                         *CURRENT SURVEY CONTROL
 HN0729  ______________________________________________________________________
 HN0729* NAD 83(1994) POSITION- 37 04 28.86076(N) 111 10 26.47873(W)   ADJUSTED
 HN0729* NAVD 88 ORTHO HEIGHT -  1510.1   (meters)     4954.    (feet) VERTCON3
 HN0729  ______________________________________________________________________
 HN0729  GEOID HEIGHT    -        -23.144 (meters)                     GEOID18
 HN0729  LAPLACE CORR    -          4.56  (seconds)                    DEFLEC18
 HN0729  HORZ ORDER      -  THIRD
 HN0729
 HN0729.The horizontal coordinates were established by classical geodetic methods
 HN0729.and adjusted by the National Geodetic Survey in November 1997.
 HN0729
 HN0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0729
 HN0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0729.GEOID18 height accuracy estimate available here.
 HN0729
 HN0729.Click photographs - Photos may exist for this station.
 HN0729
 HN0729.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0729
 HN0729. The following values were computed from the NAD 83(1994) position.
 HN0729
 HN0729;                    North         East     Units Scale Factor Converg.
 HN0729;SPC UT S     - 3,045,333.882   528,988.190   MT  1.00002738   +0 11 59.0
 HN0729;SPC UT S     - 9,991,232.91  1,735,522.09   sFT  1.00002738   +0 11 59.0
 HN0729;UTM  12      - 4,103,171.473   484,531.369   MT  0.99960295   -0 06 17.7
 HN0729
 HN0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0729!SPC UT S     -   0.99976670  x   1.00002738  =   0.99979407
 HN0729!UTM  12      -   0.99976670  x   0.99960295  =   0.99936974
 HN0729
 HN0729:                Primary Azimuth Mark                     Grid Az
 HN0729:SPC UT S     -  WILD=ET U 65                             097 45 45.5
 HN0729:UTM  12      -  WILD=ET U 65                             098 04 02.2
 HN0729
 HN0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG8453103171(NAD 83)
 HN0729
 HN0729|---------------------------------------------------------------------|
 HN0729| PID    Reference Object                     Distance      Geod. Az  |
 HN0729|                                                           dddmmss.s |
 HN0729| HN0723 WILD=ET U 65                        APPROX. 3.4 KM 0975744.5 |
 HN0729|---------------------------------------------------------------------|
 HN0729
 HN0729                          SUPERSEDED SURVEY CONTROL
 HN0729
 HN0729  NAD 83(1992)-  37 04 28.85930(N)    111 10 26.47946(W) AD(       ) 3
 HN0729  NAD 83(1986)-  37 04 28.85525(N)    111 10 26.47912(W) AD(       ) 3
 HN0729  NAD 27      -  37 04 28.88616(N)    111 10 23.93998(W) AD(       ) 3
 HN0729  NGVD 29 (07/19/86) 1509.1    (m)         4951.     (f) VERT ANG       
 HN0729
 HN0729.Superseded values are not recommended for survey control.
 HN0729
 HN0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0729.See file dsdata.pdf to determine how the superseded data were derived.
 HN0729
 HN0729_MARKER: P = PIPE CAP
 HN0729_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0729_STAMPING: ET U 25 1959
 HN0729_MARK LOGO: USGS
 HN0729_MAGNETIC: P = MARKER IS A STEEL PIPE
 HN0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0729
 HN0729  HISTORY     - Date     Condition        Report By
 HN0729  HISTORY     - 1959     MONUMENTED       USGS
 HN0729
 HN0729                          STATION DESCRIPTION
 HN0729
 HN0729'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0729'LOCATED ABOUT 2.0 MI. S. OF THE COLORADO RIVER AT THE JUNCTION WITH
 HN0729'ROCK CREEK, ON A SANDY TOP.
 HN0729'
 HN0729'STATION REACHED BY HELICOPTER.
 HN0729'
 HN0729'STATION MARK--STANDARD BRONZE CAP, STAMPED ---ET U 25 1959---, ON A
 HN0729'2 IN. IRON PIPE BURIED IN GROUND AND PROJECTING 0.5 FT. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0741 ***********************************************************************
 HN0741  DESIGNATION -  ET U 26
 HN0741  PID         -  HN0741
 HN0741  STATE/COUNTY-  UT/KANE
 HN0741  COUNTRY     -  US
 HN0741  USGS QUAD   -  MAZUKI POINT (2017)
 HN0741
 HN0741                         *CURRENT SURVEY CONTROL
 HN0741  ______________________________________________________________________
 HN0741* NAD 83(1994) POSITION- 37 08 28.51359(N) 111 14 29.27768(W)   ADJUSTED
 HN0741* NAVD 88 ORTHO HEIGHT -  1405.1   (meters)     4610.    (feet) VERTCON3
 HN0741  ______________________________________________________________________
 HN0741  GEOID HEIGHT    -        -23.118 (meters)                     GEOID18
 HN0741  LAPLACE CORR    -          4.26  (seconds)                    DEFLEC18
 HN0741  HORZ ORDER      -  THIRD
 HN0741
 HN0741.The horizontal coordinates were established by classical geodetic methods
 HN0741.and adjusted by the National Geodetic Survey in November 1997.
 HN0741
 HN0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0741
 HN0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0741.GEOID18 height accuracy estimate available here.
 HN0741
 HN0741.Click photographs - Photos may exist for this station.
 HN0741
 HN0741.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0741
 HN0741. The following values were computed from the NAD 83(1994) position.
 HN0741
 HN0741;                    North         East     Units Scale Factor Converg.
 HN0741;SPC UT S     - 3,052,703.203   522,970.190   MT  1.00001379   +0 09 30.2
 HN0741;SPC UT S     -10,015,410.43  1,715,778.03   sFT  1.00001379   +0 09 30.2
 HN0741;UTM  12      - 4,110,569.582   478,555.094   MT  0.99960566   -0 08 44.9
 HN0741
 HN0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0741!SPC UT S     -   0.99978318  x   1.00001379  =   0.99979696
 HN0741!UTM  12      -   0.99978318  x   0.99960566  =   0.99938892
 HN0741
 HN0741:                Primary Azimuth Mark                     Grid Az
 HN0741:SPC UT S     -  ET U 56                                  333 21 22.3
 HN0741:UTM  12      -  ET U 56                                  333 39 37.4
 HN0741
 HN0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG7855510569(NAD 83)
 HN0741
 HN0741|---------------------------------------------------------------------|
 HN0741| PID    Reference Object                     Distance      Geod. Az  |
 HN0741|                                                           dddmmss.s |
 HN0741| HN0744 ET U 56                             APPROX. 2.7 KM 3333052.5 |
 HN0741|---------------------------------------------------------------------|
 HN0741
 HN0741                          SUPERSEDED SURVEY CONTROL
 HN0741
 HN0741  NAD 83(1992)-  37 08 28.51220(N)    111 14 29.27803(W) AD(       ) 3
 HN0741  NAD 83(1986)-  37 08 28.50812(N)    111 14 29.27808(W) AD(       ) 3
 HN0741  NAD 27      -  37 08 28.54533(N)    111 14 26.72541(W) AD(       ) 3
 HN0741  NGVD 29 (07/19/86) 1404.1    (m)         4607.     (f) VERT ANG       
 HN0741
 HN0741.Superseded values are not recommended for survey control.
 HN0741
 HN0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0741.See file dsdata.pdf to determine how the superseded data were derived.
 HN0741
 HN0741_MARKER: DD = SURVEY DISK
 HN0741_SETTING: 66 = SET IN ROCK OUTCROP
 HN0741_STAMPING: ET U 26 1959
 HN0741_MARK LOGO: USGS
 HN0741_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0741+STABILITY: POSITION/ELEVATION WELL
 HN0741
 HN0741  HISTORY     - Date     Condition        Report By
 HN0741  HISTORY     - 1959     MONUMENTED       USGS
 HN0741
 HN0741                          STATION DESCRIPTION
 HN0741
 HN0741'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0741'LOCATED ABOUT 2.0 MI. E. OF LAST CHANCE CREEK AND ABOUT 5.0 MI. N. OF
 HN0741'ITS CONFLUENCE WITH THE COLORADO RIVER, ON A ROCKY KNOLL ON GRAND
 HN0741'BENCH.
 HN0741'
 HN0741'STATION REACHED BY HELICOPTER.
 HN0741'
 HN0741'STATION MARK--STANDARD TABLET, STAMPED ---ET U 26 1959---.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0726 ***********************************************************************
 HN0726  DESIGNATION -  ET U 27
 HN0726  PID         -  HN0726
 HN0726  STATE/COUNTY-  UT/SAN JUAN
 HN0726  COUNTRY     -  US
 HN0726  USGS QUAD   -  GREGORY BUTTE (2017)
 HN0726
 HN0726                         *CURRENT SURVEY CONTROL
 HN0726  ______________________________________________________________________
 HN0726* NAD 83(1994) POSITION- 37 05 05.24833(N) 111 08 41.29292(W)   ADJUSTED
 HN0726* NAVD 88 ORTHO HEIGHT -  1442.3   (meters)     4732.    (feet) VERTCON3
 HN0726  ______________________________________________________________________
 HN0726  GEOID HEIGHT    -        -23.111 (meters)                     GEOID18
 HN0726  LAPLACE CORR    -          1.24  (seconds)                    DEFLEC18
 HN0726  HORZ ORDER      -  THIRD
 HN0726
 HN0726.The horizontal coordinates were established by classical geodetic methods
 HN0726.and adjusted by the National Geodetic Survey in November 1997.
 HN0726
 HN0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0726
 HN0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0726.GEOID18 height accuracy estimate available here.
 HN0726
 HN0726.Click photographs - Photos may exist for this station.
 HN0726
 HN0726.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0726
 HN0726. The following values were computed from the NAD 83(1994) position.
 HN0726
 HN0726;                    North         East     Units Scale Factor Converg.
 HN0726;SPC UT S     - 3,046,465.106   531,582.205   MT  1.00002523   +0 13 03.4
 HN0726;SPC UT S     - 9,994,944.27  1,744,032.62   sFT  1.00002523   +0 13 03.4
 HN0726;UTM  12      - 4,104,288.408   487,130.263   MT  0.99960204   -0 05 14.3
 HN0726
 HN0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0726!SPC UT S     -   0.99977733  x   1.00002523  =   0.99980256
 HN0726!UTM  12      -   0.99977733  x   0.99960204  =   0.99937946
 HN0726
 HN0726:                Primary Azimuth Mark                     Grid Az
 HN0726:SPC UT S     -  WILD=ET U 65                             154 37 28.3
 HN0726:UTM  12      -  WILD=ET U 65                             154 55 46.0
 HN0726
 HN0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG8713004288(NAD 83)
 HN0726
 HN0726|---------------------------------------------------------------------|
 HN0726| PID    Reference Object                     Distance      Geod. Az  |
 HN0726|                                                           dddmmss.s |
 HN0726| HN0723 WILD=ET U 65                        APPROX. 1.8 KM 1545031.7 |
 HN0726|---------------------------------------------------------------------|
 HN0726
 HN0726                          SUPERSEDED SURVEY CONTROL
 HN0726
 HN0726  NAD 83(1992)-  37 05 05.24675(N)    111 08 41.29359(W) AD(       ) 3
 HN0726  NAD 83(1986)-  37 05 05.24297(N)    111 08 41.29329(W) AD(       ) 3
 HN0726  NAD 27      -  37 05 05.27357(N)    111 08 38.75652(W) AD(       ) 3
 HN0726  NGVD 29 (07/19/86) 1441.3    (m)         4729.     (f) VERT ANG       
 HN0726
 HN0726.Superseded values are not recommended for survey control.
 HN0726
 HN0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0726.See file dsdata.pdf to determine how the superseded data were derived.
 HN0726
 HN0726_MARKER: DD = SURVEY DISK
 HN0726_SETTING: 66 = SET IN ROCK OUTCROP
 HN0726_STAMPING: ET U 27 1959
 HN0726_MARK LOGO: USGS
 HN0726_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0726+STABILITY: POSITION/ELEVATION WELL
 HN0726
 HN0726  HISTORY     - Date     Condition        Report By
 HN0726  HISTORY     - 1959     MONUMENTED       USGS
 HN0726
 HN0726                          STATION DESCRIPTION
 HN0726
 HN0726'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0726'LOCATED ABOUT 0.2 MI. S. OF THE COLORADO RIVER, AT A POINT OPPOSITE
 HN0726'WILDHORSE BAR, ON THE NE. EDGE OF A SMALL, HIGH BUTTE OVERLOOKING
 HN0726'THE COLORADO RIVER.
 HN0726'
 HN0726'STATION REACHED BY HELICOPTER.
 HN0726'
 HN0726'STATION MARK--STANDARD TABLET, STAMPED ---ET U 27 1959---, CEMENTED
 HN0726'IN DRILL HOLE IN TOP OF SOLID SANDSTONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0732 ***********************************************************************
 HN0732  DESIGNATION -  ET U 28
 HN0732  PID         -  HN0732
 HN0732  STATE/COUNTY-  UT/KANE
 HN0732  COUNTRY     -  US
 HN0732  USGS QUAD   -  GREGORY BUTTE (2017)
 HN0732
 HN0732                         *CURRENT SURVEY CONTROL
 HN0732  ______________________________________________________________________
 HN0732* NAD 83(1994) POSITION- 37 07 28.24978(N) 111 11 40.75009(W)   ADJUSTED
 HN0732* NAVD 88 ORTHO HEIGHT -  1450.6   (meters)     4759.    (feet) VERTCON3
 HN0732  ______________________________________________________________________
 HN0732  GEOID HEIGHT    -        -23.124 (meters)                     GEOID18
 HN0732  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 HN0732  HORZ ORDER      -  THIRD
 HN0732
 HN0732.The horizontal coordinates were established by classical geodetic methods
 HN0732.and adjusted by the National Geodetic Survey in November 1997.
 HN0732
 HN0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0732
 HN0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0732.GEOID18 height accuracy estimate available here.
 HN0732
 HN0732.Click photographs - Photos may exist for this station.
 HN0732
 HN0732.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0732
 HN0732. The following values were computed from the NAD 83(1994) position.
 HN0732
 HN0732;                    North         East     Units Scale Factor Converg.
 HN0732;SPC UT S     - 3,050,857.923   527,135.497   MT  1.00001708   +0 11 13.5
 HN0732;SPC UT S     -10,009,356.37  1,729,443.71   sFT  1.00001708   +0 11 13.5
 HN0732;UTM  12      - 4,108,702.967   482,708.832   MT  0.99960368   -0 07 02.9
 HN0732
 HN0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0732!SPC UT S     -   0.99977604  x   1.00001708  =   0.99979312
 HN0732!UTM  12      -   0.99977604  x   0.99960368  =   0.99937981
 HN0732
 HN0732:                Primary Azimuth Mark                     Grid Az
 HN0732:SPC UT S     -  ET U 29                                  331 29 59.0
 HN0732:UTM  12      -  ET U 29                                  331 48 15.4
 HN0732
 HN0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG8270808702(NAD 83)
 HN0732
 HN0732|---------------------------------------------------------------------|
 HN0732| PID    Reference Object                     Distance      Geod. Az  |
 HN0732|                                                           dddmmss.s |
 HN0732| HN0740 ET U 29                             APPROX. 2.4 KM 3314112.5 |
 HN0732|---------------------------------------------------------------------|
 HN0732
 HN0732                          SUPERSEDED SURVEY CONTROL
 HN0732
 HN0732  NAD 83(1992)-  37 07 28.24828(N)    111 11 40.75057(W) AD(       ) 3
 HN0732  NAD 83(1986)-  37 07 28.24404(N)    111 11 40.75042(W) AD(       ) 3
 HN0732  NAD 27      -  37 07 28.27803(N)    111 11 38.20491(W) AD(       ) 3
 HN0732  NGVD 29 (07/19/86) 1449.6    (m)         4756.     (f) VERT ANG       
 HN0732
 HN0732.Superseded values are not recommended for survey control.
 HN0732
 HN0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0732.See file dsdata.pdf to determine how the superseded data were derived.
 HN0732
 HN0732_MARKER: DD = SURVEY DISK
 HN0732_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0732_STAMPING: ET U 27 1959
 HN0732_MARK LOGO: USGS
 HN0732_MAGNETIC: P = MARKER IS A STEEL PIPE
 HN0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0732
 HN0732  HISTORY     - Date     Condition        Report By
 HN0732  HISTORY     - 1959     MONUMENTED       USGS
 HN0732
 HN0732                          STATION DESCRIPTION
 HN0732
 HN0732'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0732'LOCATED ABOUT 6.8 MI. NE. OF THE ---CROSSING OF THE FATHERS---, 1.5
 HN0732'MI. NW. OF THE COLORADO RIVER AND 1.4 MI. W. OF ROCK CREEK, ON A
 HN0732'LOW TOP NEAR THE SE. END OF GRAND BENCH.
 HN0732'
 HN0732'STATION REACHED BY HELICOPTER.
 HN0732'
 HN0732'STATION MARK--STANDARD TABLET, STAMPED ---ET U 27 1959---, CEMENTED
 HN0732'IN SANDSTONE.
 HN0732'
 HN0732'NOTE--FIELDBOOK STATES THIS TABLET WAS ERRONEOUSLY STAMPED ---ET
 HN0732'U 27 1958---.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0740 ***********************************************************************
 HN0740  DESIGNATION -  ET U 29
 HN0740  PID         -  HN0740
 HN0740  STATE/COUNTY-  UT/KANE
 HN0740  COUNTRY     -  US
 HN0740  USGS QUAD   -  MAZUKI POINT (2017)
 HN0740
 HN0740                         *CURRENT SURVEY CONTROL
 HN0740  ______________________________________________________________________
 HN0740* NAD 83(1994) POSITION- 37 08 36.27429(N) 111 12 26.53031(W)   ADJUSTED
 HN0740* NAVD 88 ORTHO HEIGHT -  1438.8   (meters)     4720.    (feet) VERTCON3
 HN0740  ______________________________________________________________________
 HN0740  GEOID HEIGHT    -        -23.095 (meters)                     GEOID18
 HN0740  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 HN0740  HORZ ORDER      -  THIRD
 HN0740
 HN0740.The horizontal coordinates were established by classical geodetic methods
 HN0740.and adjusted by the National Geodetic Survey in November 1997.
 HN0740
 HN0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0740
 HN0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0740.GEOID18 height accuracy estimate available here.
 HN0740
 HN0740.Click photographs - Photos may exist for this station.
 HN0740
 HN0740.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0740
 HN0740. The following values were computed from the NAD 83(1994) position.
 HN0740
 HN0740;                    North         East     Units Scale Factor Converg.
 HN0740;SPC UT S     - 3,052,951.379   525,998.832   MT  1.00001337   +0 10 45.4
 HN0740;SPC UT S     -10,016,224.65  1,725,714.50   sFT  1.00001337   +0 10 45.4
 HN0740;UTM  12      - 4,110,801.571   481,583.773   MT  0.99960418   -0 07 30.8
 HN0740
 HN0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0740!SPC UT S     -   0.99977789  x   1.00001337  =   0.99979126
 HN0740!UTM  12      -   0.99977789  x   0.99960418  =   0.99938216
 HN0740
 HN0740:                Primary Azimuth Mark                     Grid Az
 HN0740:SPC UT S     -  ET U 28                                  151 29 59.4
 HN0740:UTM  12      -  ET U 28                                  151 48 15.6
 HN0740
 HN0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG8158310801(NAD 83)
 HN0740
 HN0740|---------------------------------------------------------------------|
 HN0740| PID    Reference Object                     Distance      Geod. Az  |
 HN0740|                                                           dddmmss.s |
 HN0740| HN0732 ET U 28                             APPROX. 2.4 KM 1514044.8 |
 HN0740|---------------------------------------------------------------------|
 HN0740
 HN0740                          SUPERSEDED SURVEY CONTROL
 HN0740
 HN0740  NAD 83(1992)-  37 08 36.27274(N)    111 12 26.53067(W) AD(       ) 3
 HN0740  NAD 83(1986)-  37 08 36.26884(N)    111 12 26.53083(W) AD(       ) 3
 HN0740  NAD 27      -  37 08 36.30308(N)    111 12 23.98171(W) AD(       ) 3
 HN0740  NGVD 29 (07/19/86) 1437.8    (m)         4717.     (f) VERT ANG       
 HN0740
 HN0740.Superseded values are not recommended for survey control.
 HN0740
 HN0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0740.See file dsdata.pdf to determine how the superseded data were derived.
 HN0740
 HN0740_MARKER: DD = SURVEY DISK
 HN0740_SETTING: 66 = SET IN ROCK OUTCROP
 HN0740_STAMPING: ET U 29 1959
 HN0740_MARK LOGO: USGS
 HN0740_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0740+STABILITY: POSITION/ELEVATION WELL
 HN0740
 HN0740  HISTORY     - Date     Condition        Report By
 HN0740  HISTORY     - 1959     MONUMENTED       USGS
 HN0740
 HN0740                          STATION DESCRIPTION
 HN0740
 HN0740'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0740'LOCATED ABOUT 8.5 MI. NE. OF THE ---CROSSING OF THE FATHERS---, 3.3
 HN0740'MI. N-NE. OF THE COLORADO RIVER, AND 1.3 MI. W. OF ROCK CREEK, ON A
 HN0740'SMALL TOP ON GRAND BENCH.
 HN0740'
 HN0740'STATION REACHED BY HELICOPTER.
 HN0740'
 HN0740'STATION MARK--STANDARD TABLET, STAMPED ---ET U 29 1959---, CEMENTED
 HN0740'IN SANDSTONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0790 ***********************************************************************
 HN0790  DESIGNATION -  ET U 3
 HN0790  PID         -  HN0790
 HN0790  STATE/COUNTY-  UT/KANE
 HN0790  COUNTRY     -  US
 HN0790  USGS QUAD   -  LONE ROCK (2017)
 HN0790
 HN0790                         *CURRENT SURVEY CONTROL
 HN0790  ______________________________________________________________________
 HN0790* NAD 83(1994) POSITION- 37 02 54.62150(N) 111 34 38.03422(W)   ADJUSTED
 HN0790* NAVD 88 ORTHO HEIGHT -  1280.4   (meters)     4201.    (feet) VERTCON3
 HN0790  ______________________________________________________________________
 HN0790  GEOID HEIGHT    -        -23.361 (meters)                     GEOID18
 HN0790  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 HN0790  HORZ ORDER      -  THIRD
 HN0790
 HN0790.The horizontal coordinates were established by classical geodetic methods
 HN0790.and adjusted by the National Geodetic Survey in November 1997.
 HN0790
 HN0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0790
 HN0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0790.GEOID18 height accuracy estimate available here.
 HN0790
 HN0790.Click photographs - Photos may exist for this station.
 HN0790
 HN0790.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0790
 HN0790. The following values were computed from the NAD 83(1994) position.
 HN0790
 HN0790;                    North         East     Units Scale Factor Converg.
 HN0790;SPC UT S     - 3,042,380.952   493,129.618   MT  1.00003309   -0 02 50.3
 HN0790;SPC UT S     - 9,981,544.84  1,617,876.09   sFT  1.00003309   -0 02 50.3
 HN0790;UTM  12      - 4,100,409.096   448,672.594   MT  0.99963245   -0 20 52.0
 HN0790
 HN0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0790!SPC UT S     -   0.99980277  x   1.00003309  =   0.99983586
 HN0790!UTM  12      -   0.99980277  x   0.99963245  =   0.99943529
 HN0790
 HN0790:                Primary Azimuth Mark                     Grid Az
 HN0790:SPC UT S     -  ET U 4                                   177 06 20.1
 HN0790:UTM  12      -  ET U 4                                   177 24 21.8
 HN0790
 HN0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG4867200409(NAD 83)
 HN0790
 HN0790|---------------------------------------------------------------------|
 HN0790| PID    Reference Object                     Distance      Geod. Az  |
 HN0790|                                                           dddmmss.s |
 HN0790| HN0789 ET U 4                              APPROX. 3.6 KM 1770329.8 |
 HN0790|---------------------------------------------------------------------|
 HN0790
 HN0790                          SUPERSEDED SURVEY CONTROL
 HN0790
 HN0790  NAD 83(1992)-  37 02 54.62107(N)    111 34 38.03424(W) AD(       ) 3
 HN0790  NAD 83(1986)-  37 02 54.61740(N)    111 34 38.03498(W) AD(       ) 3
 HN0790  NAD 27      -  37 02 54.65981(N)    111 34 35.44638(W) AD(       ) 3
 HN0790  NGVD 29 (07/19/86) 1279.5    (m)         4198.     (f) VERT ANG       
 HN0790
 HN0790.Superseded values are not recommended for survey control.
 HN0790
 HN0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0790.See file dsdata.pdf to determine how the superseded data were derived.
 HN0790
 HN0790_MARKER: DD = SURVEY DISK
 HN0790_SETTING: 66 = SET IN ROCK OUTCROP
 HN0790_STAMPING: ET U 3 1959
 HN0790_MARK LOGO: USGS
 HN0790_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0790+STABILITY: POSITION/ELEVATION WELL
 HN0790
 HN0790  HISTORY     - Date     Condition        Report By
 HN0790  HISTORY     - 1959     MONUMENTED       USGS
 HN0790
 HN0790                          STATION DESCRIPTION
 HN0790
 HN0790'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0790'LOCATED ABOUT 9 MI. NW. OF GLEN CANYON DAM, 7 MI. NW. OF CASTLE ROCK,
 HN0790'AND 3 MI. SE. OF THE PEAK CALLED ---WEAP---, IN SEC. 22, T 43 S,
 HN0790'R 8 E.
 HN0790'
 HN0790'STATION REACHED BY HELICOPTER.
 HN0790'
 HN0790'STATION MARK--STANDARD TABLET, STAMPED ---ET U 3 1959---, CEMENTED
 HN0790'IN FLAT ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0739 ***********************************************************************
 HN0739  DESIGNATION -  ET U 30
 HN0739  PID         -  HN0739
 HN0739  STATE/COUNTY-  UT/KANE
 HN0739  COUNTRY     -  US
 HN0739  USGS QUAD   -  MAZUKI POINT (2017)
 HN0739
 HN0739                         *CURRENT SURVEY CONTROL
 HN0739  ______________________________________________________________________
 HN0739* NAD 83(1994) POSITION- 37 09 41.68205(N) 111 10 16.43763(W)   ADJUSTED
 HN0739* NAVD 88 ORTHO HEIGHT -  1450.2   (meters)     4758.    (feet) VERTCON3
 HN0739  ______________________________________________________________________
 HN0739  GEOID HEIGHT    -        -23.041 (meters)                     GEOID18
 HN0739  LAPLACE CORR    -          3.63  (seconds)                    DEFLEC18
 HN0739  HORZ ORDER      -  THIRD
 HN0739
 HN0739.The horizontal coordinates were established by classical geodetic methods
 HN0739.and adjusted by the National Geodetic Survey in November 1997.
 HN0739
 HN0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0739
 HN0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0739.GEOID18 height accuracy estimate available here.
 HN0739
 HN0739.Click photographs - Photos may exist for this station.
 HN0739
 HN0739.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0739
 HN0739. The following values were computed from the NAD 83(1994) position.
 HN0739
 HN0739;                    North         East     Units Scale Factor Converg.
 HN0739;SPC UT S     - 3,054,978.442   529,202.319   MT  1.00000990   +0 12 05.2
 HN0739;SPC UT S     -10,022,875.11  1,736,224.61   sFT  1.00000990   +0 12 05.2
 HN0739;UTM  12      - 4,112,810.750   484,796.683   MT  0.99960285   -0 06 12.4
 HN0739
 HN0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0739!SPC UT S     -   0.99977609  x   1.00000990  =   0.99978599
 HN0739!UTM  12      -   0.99977609  x   0.99960285  =   0.99937903
 HN0739
 HN0739:                Primary Azimuth Mark                     Grid Az
 HN0739:SPC UT S     -  ET U 31                                  087 34 24.2
 HN0739:UTM  12      -  ET U 31                                  087 52 41.8
 HN0739
 HN0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG8479612810(NAD 83)
 HN0739
 HN0739|---------------------------------------------------------------------|
 HN0739| PID    Reference Object                     Distance      Geod. Az  |
 HN0739|                                                           dddmmss.s |
 HN0739| HN0737 ET U 31                             APPROX. 3.7 KM 0874629.4 |
 HN0739|---------------------------------------------------------------------|
 HN0739
 HN0739                          SUPERSEDED SURVEY CONTROL
 HN0739
 HN0739  NAD 83(1992)-  37 09 41.68033(N)    111 10 16.43805(W) AD(       ) 3
 HN0739  NAD 83(1986)-  37 09 41.67681(N)    111 10 16.43807(W) AD(       ) 3
 HN0739  NAD 27      -  37 09 41.70960(N)    111 10 13.89315(W) AD(       ) 3
 HN0739  NGVD 29 (07/19/86) 1449.2    (m)         4755.     (f) VERT ANG       
 HN0739
 HN0739.Superseded values are not recommended for survey control.
 HN0739
 HN0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0739.See file dsdata.pdf to determine how the superseded data were derived.
 HN0739
 HN0739_MARKER: DD = SURVEY DISK
 HN0739_SETTING: 66 = SET IN ROCK OUTCROP
 HN0739_STAMPING: ET U 30 1959
 HN0739_MARK LOGO: USGS
 HN0739_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0739+STABILITY: POSITION/ELEVATION WELL
 HN0739
 HN0739  HISTORY     - Date     Condition        Report By
 HN0739  HISTORY     - 1959     MONUMENTED       USGS
 HN0739
 HN0739                          STATION DESCRIPTION
 HN0739
 HN0739'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0739'LOCATED ABOUT 5.2 MI. N-NW. OF WILDHORSE BAR ON THE COLORADO RIVER,
 HN0739'AND 2.8 MI. N. OF THE JUNCTION OF ROCK CREEK AND MIDDLE ROCK CREEK
 HN0739'AND 0.4 MI. E. OF THE W. EDGE OF THE MESA AT THE WIDEST POINT OF A
 HN0739'HIGH POINT OF A MESA BOUNDED BY ROCK CREEK ON THE W. AND MIDDLE
 HN0739'ROCK CREEK ON THE E.
 HN0739'
 HN0739'STATION REACHED BY HELICOPTER.
 HN0739'
 HN0739'STATION MARK--STANDARD TABLET, STAMPED ---ET U 30 1959---, CEMENTED
 HN0739'IN DRILL HOLE IN TOP OF ROCK FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0737 ***********************************************************************
 HN0737  DESIGNATION -  ET U 31
 HN0737  PID         -  HN0737
 HN0737  STATE/COUNTY-  UT/KANE
 HN0737  COUNTRY     -  US
 HN0737  USGS QUAD   -  MAZUKI POINT (2017)
 HN0737
 HN0737                         *CURRENT SURVEY CONTROL
 HN0737  ______________________________________________________________________
 HN0737* NAD 83(1994) POSITION- 37 09 46.31933(N) 111 07 46.47112(W)   ADJUSTED
 HN0737* NAVD 88 ORTHO HEIGHT -  1564.4   (meters)     5133.    (feet) VERTCON3
 HN0737  ______________________________________________________________________
 HN0737  GEOID HEIGHT    -        -22.972 (meters)                     GEOID18
 HN0737  LAPLACE CORR    -          3.02  (seconds)                    DEFLEC18
 HN0737  HORZ ORDER      -  THIRD
 HN0737
 HN0737.The horizontal coordinates were established by classical geodetic methods
 HN0737.and adjusted by the National Geodetic Survey in November 1997.
 HN0737
 HN0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0737
 HN0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0737.GEOID18 height accuracy estimate available here.
 HN0737
 HN0737.Click photographs - Photos may exist for this station.
 HN0737
 HN0737.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0737
 HN0737. The following values were computed from the NAD 83(1994) position.
 HN0737
 HN0737;                    North         East     Units Scale Factor Converg.
 HN0737;SPC UT S     - 3,055,135.232   532,901.894   MT  1.00000966   +0 13 37.0
 HN0737;SPC UT S     -10,023,389.51  1,748,362.30   sFT  1.00000966   +0 13 37.0
 HN0737;UTM  12      - 4,112,947.786   488,495.532   MT  0.99960163   -0 04 41.8
 HN0737
 HN0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0737!SPC UT S     -   0.99975817  x   1.00000966  =   0.99976782
 HN0737!UTM  12      -   0.99975817  x   0.99960163  =   0.99935989
 HN0737
 HN0737:                Primary Azimuth Mark                     Grid Az
 HN0737:SPC UT S     -  ET U 32                                  158 21 58.3
 HN0737:UTM  12      -  ET U 32                                  158 40 17.1
 HN0737
 HN0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG8849512947(NAD 83)
 HN0737
 HN0737|---------------------------------------------------------------------|
 HN0737| PID    Reference Object                     Distance      Geod. Az  |
 HN0737|                                                           dddmmss.s |
 HN0737| HN0708 ET U 32                             APPROX. 3.1 KM 1583535.3 |
 HN0737|---------------------------------------------------------------------|
 HN0737
 HN0737                          SUPERSEDED SURVEY CONTROL
 HN0737
 HN0737  NAD 83(1992)-  37 09 46.31754(N)    111 07 46.47158(W) AD(       ) 3
 HN0737  NAD 83(1986)-  37 09 46.31423(N)    111 07 46.47157(W) AD(       ) 3
 HN0737  NAD 27      -  37 09 46.34596(N)    111 07 43.93073(W) AD(       ) 3
 HN0737  NGVD 29 (07/19/86) 1563.4    (m)         5129.     (f) VERT ANG       
 HN0737
 HN0737.Superseded values are not recommended for survey control.
 HN0737
 HN0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0737.See file dsdata.pdf to determine how the superseded data were derived.
 HN0737
 HN0737_MARKER: DD = SURVEY DISK
 HN0737_SETTING: 66 = SET IN ROCK OUTCROP
 HN0737_STAMPING: ET U 31 1959
 HN0737_MARK LOGO: USGS
 HN0737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0737+STABILITY: POSITION/ELEVATION WELL
 HN0737
 HN0737  HISTORY     - Date     Condition        Report By
 HN0737  HISTORY     - 1959     MONUMENTED       USGS
 HN0737
 HN0737                          STATION DESCRIPTION
 HN0737
 HN0737'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0737'LOCATED ABOUT 11.5 MI. NE. OF THE ---CROSSING OF THE FATHERS---, 3.8
 HN0737'MI. N. OF THE COLORADO RIVER AND 1.0 MI. NW. OF DRY ROCK CREEK, ON
 HN0737'THE S. END OF A NARROW RIDGE.
 HN0737'
 HN0737'STATION REACHED BY HELICOPTER.
 HN0737'
 HN0737'STATION MARK--STANDARD TABLET, STAMPED ---ET U 31 1959---, CEMENTED
 HN0737'IN DRILL HOLE IN SANDSTONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0708 ***********************************************************************
 HN0708  DESIGNATION -  ET U 32
 HN0708  PID         -  HN0708
 HN0708  STATE/COUNTY-  UT/KANE
 HN0708  COUNTRY     -  US
 HN0708  USGS QUAD   -  NAVAJO POINT (2017)
 HN0708
 HN0708                         *CURRENT SURVEY CONTROL
 HN0708  ______________________________________________________________________
 HN0708* NAD 83(1994) POSITION- 37 08 13.91258(N) 111 07 01.22332(W)   ADJUSTED
 HN0708* NAVD 88 ORTHO HEIGHT -  1505.4   (meters)     4939.    (feet) VERTCON3
 HN0708  ______________________________________________________________________
 HN0708  GEOID HEIGHT    -        -22.999 (meters)                     GEOID18
 HN0708  LAPLACE CORR    -          7.73  (seconds)                    DEFLEC18
 HN0708  HORZ ORDER      -  THIRD
 HN0708
 HN0708.The horizontal coordinates were established by classical geodetic methods
 HN0708.and adjusted by the National Geodetic Survey in November 1997.
 HN0708
 HN0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0708
 HN0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0708.GEOID18 height accuracy estimate available here.
 HN0708
 HN0708.Click photographs - Photos may exist for this station.
 HN0708
 HN0708.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0708
 HN0708. The following values were computed from the NAD 83(1994) position.
 HN0708
 HN0708;                    North         East     Units Scale Factor Converg.
 HN0708;SPC UT S     - 3,052,291.013   534,029.945   MT  1.00001458   +0 14 04.8
 HN0708;SPC UT S     -10,014,058.10  1,752,063.24   sFT  1.00001458   +0 14 04.8
 HN0708;UTM  12      - 4,110,098.766   489,607.957   MT  0.99960133   -0 04 14.3
 HN0708
 HN0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0708!SPC UT S     -   0.99976742  x   1.00001458  =   0.99978200
 HN0708!UTM  12      -   0.99976742  x   0.99960133  =   0.99936884
 HN0708
 HN0708:                Primary Azimuth Mark                     Grid Az
 HN0708:SPC UT S     -  ET U 39                                  204 28 40.7
 HN0708:UTM  12      -  ET U 39                                  204 46 59.8
 HN0708
 HN0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG8960710098(NAD 83)
 HN0708
 HN0708|---------------------------------------------------------------------|
 HN0708| PID    Reference Object                     Distance      Geod. Az  |
 HN0708|                                                           dddmmss.s |
 HN0708| HN0725 ET U 39                             APPROX. 2.6 KM 2044245.5 |
 HN0708|---------------------------------------------------------------------|
 HN0708
 HN0708                          SUPERSEDED SURVEY CONTROL
 HN0708
 HN0708  NAD 83(1992)-  37 08 13.91081(N)    111 07 01.22391(W) AD(       ) 3
 HN0708  NAD 83(1986)-  37 08 13.90759(N)    111 07 01.22374(W) AD(       ) 3
 HN0708  NAD 27      -  37 08 13.93792(N)    111 06 58.68554(W) AD(       ) 3
 HN0708  NGVD 29 (07/19/86) 1504.4    (m)         4936.     (f) VERT ANG       
 HN0708
 HN0708.Superseded values are not recommended for survey control.
 HN0708
 HN0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0708.See file dsdata.pdf to determine how the superseded data were derived.
 HN0708
 HN0708_MARKER: DD = SURVEY DISK
 HN0708_SETTING: 66 = SET IN ROCK OUTCROP
 HN0708_STAMPING: ET U 32 1959
 HN0708_MARK LOGO: USGS
 HN0708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0708+STABILITY: POSITION/ELEVATION WELL
 HN0708
 HN0708  HISTORY     - Date     Condition        Report By
 HN0708  HISTORY     - 1959     MONUMENTED       USGS
 HN0708
 HN0708                          STATION DESCRIPTION
 HN0708
 HN0708'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0708'LOCATED ABOUT 11.1 MI. NE. OF THE ---CROSSING OF THE FATHERS---, 2.0
 HN0708'MI. N. OF THE COLORADO RIVER AND 1.0 MI. S. OF DRY ROCK CREEK, ON A
 HN0708'LARGE SANDSTONE LEDGE.
 HN0708'
 HN0708'STATION REACHED BY HELICOPTER.
 HN0708'
 HN0708'STATION MARK--STANDARD TABLET, STAMPED ---U 32 1959---, CEMENTED IN
 HN0708'SANDSTONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0707 ***********************************************************************
 HN0707  DESIGNATION -  ET U 33
 HN0707  PID         -  HN0707
 HN0707  STATE/COUNTY-  UT/KANE
 HN0707  COUNTRY     -  US
 HN0707  USGS QUAD   -  NAVAJO POINT (2017)
 HN0707
 HN0707                         *CURRENT SURVEY CONTROL
 HN0707  ______________________________________________________________________
 HN0707* NAD 83(1994) POSITION- 37 07 49.93383(N) 111 06 20.06914(W)   ADJUSTED
 HN0707* NAVD 88 ORTHO HEIGHT -  1549.4   (meters)     5083.    (feet) VERTCON3
 HN0707  ______________________________________________________________________
 HN0707  GEOID HEIGHT    -        -23.000 (meters)                     GEOID18
 HN0707  LAPLACE CORR    -          1.18  (seconds)                    DEFLEC18
 HN0707  HORZ ORDER      -  THIRD
 HN0707
 HN0707.The horizontal coordinates were established by classical geodetic methods
 HN0707.and adjusted by the National Geodetic Survey in November 1997.
 HN0707
 HN0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0707
 HN0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0707.GEOID18 height accuracy estimate available here.
 HN0707
 HN0707.Click photographs - Photos may exist for this station.
 HN0707
 HN0707.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0707
 HN0707. The following values were computed from the NAD 83(1994) position.
 HN0707
 HN0707;                    North         East     Units Scale Factor Converg.
 HN0707;SPC UT S     - 3,051,556.017   535,048.794   MT  1.00001588   +0 14 30.0
 HN0707;SPC UT S     -10,011,646.70  1,755,405.92   sFT  1.00001588   +0 14 30.0
 HN0707;UTM  12      - 4,109,358.658   490,622.454   MT  0.99960108   -0 03 49.4
 HN0707
 HN0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0707!SPC UT S     -   0.99976052  x   1.00001588  =   0.99977639
 HN0707!UTM  12      -   0.99976052  x   0.99960108  =   0.99936169
 HN0707
 HN0707:                Primary Azimuth Mark                     Grid Az
 HN0707:SPC UT S     -  ET U 45                                  086 41 50.2
 HN0707:UTM  12      -  ET U 45                                  087 00 09.6
 HN0707
 HN0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG9062209358(NAD 83)
 HN0707
 HN0707|---------------------------------------------------------------------|
 HN0707| PID    Reference Object                     Distance      Geod. Az  |
 HN0707|                                                           dddmmss.s |
 HN0707| HN0706 ET U 45                             APPROX. 4.5 KM 0865620.2 |
 HN0707|---------------------------------------------------------------------|
 HN0707
 HN0707                          SUPERSEDED SURVEY CONTROL
 HN0707
 HN0707  NAD 83(1992)-  37 07 49.93210(N)    111 06 20.06931(W) AD(       ) 3
 HN0707  NAD 83(1986)-  37 07 49.92890(N)    111 06 20.06933(W) AD(       ) 3
 HN0707  NAD 27      -  37 07 49.96207(N)    111 06 17.52832(W) AD(       ) 3
 HN0707  NGVD 29 (07/19/86) 1548.4    (m)         5080.     (f) VERT ANG       
 HN0707
 HN0707.Superseded values are not recommended for survey control.
 HN0707
 HN0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0707.See file dsdata.pdf to determine how the superseded data were derived.
 HN0707
 HN0707_MARKER: DD = SURVEY DISK
 HN0707_SETTING: 66 = SET IN ROCK OUTCROP
 HN0707_STAMPING: ET U 33 1959
 HN0707_MARK LOGO: USGS
 HN0707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0707+STABILITY: POSITION/ELEVATION WELL
 HN0707
 HN0707  HISTORY     - Date     Condition        Report By
 HN0707  HISTORY     - 1959     MONUMENTED       USGS
 HN0707
 HN0707                          STATION DESCRIPTION
 HN0707
 HN0707'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0707'LOCATED ABOUT 4.0 MI. W. OF KLONDIKE BAR AND 1.9 MI. N. OF THE
 HN0707'COLORADO RIVER, ON A PROMINENT KNOLL OF A SECOND FINGER OF THE MESA
 HN0707'EXTENDING TO THE COLORADO RIVER.
 HN0707'
 HN0707'STATION REACHED BY HELICOPTER.
 HN0707'
 HN0707'STATION MARK--STANDARD TABLET, STAMPED ---ET U 33 1959---, CEMENTED
 HN0707'IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0719 ***********************************************************************
 HN0719  DESIGNATION -  ET U 34
 HN0719  PID         -  HN0719
 HN0719  STATE/COUNTY-  UT/SAN JUAN
 HN0719  COUNTRY     -  US
 HN0719  USGS QUAD   -  CATHEDRAL CANYON (2017)
 HN0719
 HN0719                         *CURRENT SURVEY CONTROL
 HN0719  ______________________________________________________________________
 HN0719* NAD 83(1994) POSITION- 37 05 52.85875(N) 111 06 09.33757(W)   ADJUSTED
 HN0719* NAVD 88 ORTHO HEIGHT -  1520.7   (meters)     4989.    (feet) VERTCON3
 HN0719  ______________________________________________________________________
 HN0719  GEOID HEIGHT    -        -23.044 (meters)                     GEOID18
 HN0719  LAPLACE CORR    -          4.14  (seconds)                    DEFLEC18
 HN0719  HORZ ORDER      -  THIRD
 HN0719
 HN0719.The horizontal coordinates were established by classical geodetic methods
 HN0719.and adjusted by the National Geodetic Survey in November 1997.
 HN0719
 HN0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0719
 HN0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0719.GEOID18 height accuracy estimate available here.
 HN0719
 HN0719.Click photographs - Photos may exist for this station.
 HN0719
 HN0719.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0719
 HN0719. The following values were computed from the NAD 83(1994) position.
 HN0719
 HN0719;                    North         East     Units Scale Factor Converg.
 HN0719;SPC UT S     - 3,047,947.945   535,329.023   MT  1.00002246   +0 14 36.5
 HN0719;SPC UT S     - 9,999,809.22  1,756,325.30   sFT  1.00002246   +0 14 36.5
 HN0719;UTM  12      - 4,105,750.653   490,883.339   MT  0.99960102   -0 03 42.8
 HN0719
 HN0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0719!SPC UT S     -   0.99976503  x   1.00002246  =   0.99978749
 HN0719!UTM  12      -   0.99976503  x   0.99960102  =   0.99936615
 HN0719
 HN0719:                Primary Azimuth Mark                     Grid Az
 HN0719:SPC UT S     -  ET U 44                                  064 17 23.5
 HN0719:UTM  12      -  ET U 44                                  064 35 42.8
 HN0719
 HN0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG9088305750(NAD 83)
 HN0719
 HN0719|---------------------------------------------------------------------|
 HN0719| PID    Reference Object                     Distance      Geod. Az  |
 HN0719|                                                           dddmmss.s |
 HN0719| HN0716 ET U 44                             APPROX. 3.7 KM 0643200.0 |
 HN0719|---------------------------------------------------------------------|
 HN0719
 HN0719                          SUPERSEDED SURVEY CONTROL
 HN0719
 HN0719  NAD 83(1992)-  37 05 52.85693(N)    111 06 09.33830(W) AD(       ) 3
 HN0719  NAD 83(1986)-  37 05 52.85365(N)    111 06 09.33792(W) AD(       ) 3
 HN0719  NAD 27      -  37 05 52.88308(N)    111 06 06.80031(W) AD(       ) 3
 HN0719  NGVD 29 (07/19/86) 1519.6    (m)         4986.     (f) VERT ANG       
 HN0719
 HN0719.Superseded values are not recommended for survey control.
 HN0719
 HN0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0719.See file dsdata.pdf to determine how the superseded data were derived.
 HN0719
 HN0719_MARKER: DD = SURVEY DISK
 HN0719_SETTING: 66 = SET IN ROCK OUTCROP
 HN0719_STAMPING: ET U 34 1959
 HN0719_MARK LOGO: USGS
 HN0719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0719+STABILITY: POSITION/ELEVATION WELL
 HN0719
 HN0719  HISTORY     - Date     Condition        Report By
 HN0719  HISTORY     - 1959     MONUMENTED       USGS
 HN0719
 HN0719                          STATION DESCRIPTION
 HN0719
 HN0719'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0719'LOCATED ABOUT 3.8 MI. E. OF THE CONFLUENCE OF ROCK CREEK WITH THE
 HN0719'COLORADO RIVER, AND 0.5 MI. S. OF THE COLORADO RIVER NEAR NORTHERN
 HN0719'POINT OF MESA.
 HN0719'
 HN0719'STATION REACHED BY HELICOPTER.
 HN0719'
 HN0719'STATION MARK--STANDARD TABLET, STAMPED ---ET U 34 1959---, CEMENTED
 HN0719'IN BEDROCK FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0718 ***********************************************************************
 HN0718  DESIGNATION -  ET U 35
 HN0718  PID         -  HN0718
 HN0718  STATE/COUNTY-  UT/SAN JUAN
 HN0718  COUNTRY     -  US
 HN0718  USGS QUAD   -  CATHEDRAL CANYON (2017)
 HN0718
 HN0718                         *CURRENT SURVEY CONTROL
 HN0718  ______________________________________________________________________
 HN0718* NAD 83(1994) POSITION- 37 03 26.46859(N) 111 05 43.82642(W)   ADJUSTED
 HN0718* NAVD 88 ORTHO HEIGHT -  1570.5   (meters)     5153.    (feet) VERTCON3
 HN0718  ______________________________________________________________________
 HN0718  GEOID HEIGHT    -        -22.992 (meters)                     GEOID18
 HN0718  LAPLACE CORR    -          6.64  (seconds)                    DEFLEC18
 HN0718  HORZ ORDER      -  THIRD
 HN0718
 HN0718.The horizontal coordinates were established by classical geodetic methods
 HN0718.and adjusted by the National Geodetic Survey in November 1997.
 HN0718
 HN0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0718
 HN0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0718.GEOID18 height accuracy estimate available here.
 HN0718
 HN0718.Click photographs - Photos may exist for this station.
 HN0718
 HN0718.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0718
 HN0718. The following values were computed from the NAD 83(1994) position.
 HN0718
 HN0718;                    North         East     Units Scale Factor Converg.
 HN0718;SPC UT S     - 3,043,437.721   535,978.516   MT  1.00003113   +0 14 52.2
 HN0718;SPC UT S     - 9,985,011.92  1,758,456.18   sFT  1.00003113   +0 14 52.2
 HN0718;UTM  12      - 4,101,238.953   491,508.518   MT  0.99960089   -0 03 27.2
 HN0718
 HN0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0718!SPC UT S     -   0.99975721  x   1.00003113  =   0.99978833
 HN0718!UTM  12      -   0.99975721  x   0.99960089  =   0.99935819
 HN0718
 HN0718:                Primary Azimuth Mark                     Grid Az
 HN0718:SPC UT S     -  ET U 36                                  318 28 05.8
 HN0718:UTM  12      -  ET U 36                                  318 46 25.2
 HN0718
 HN0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG9150801238(NAD 83)
 HN0718
 HN0718|---------------------------------------------------------------------|
 HN0718| PID    Reference Object                     Distance      Geod. Az  |
 HN0718|                                                           dddmmss.s |
 HN0718| HN0721 ET U 36                             APPROX. 2.7 KM 3184258.0 |
 HN0718|---------------------------------------------------------------------|
 HN0718
 HN0718                          SUPERSEDED SURVEY CONTROL
 HN0718
 HN0718  NAD 83(1992)-  37 03 26.46691(N)    111 05 43.82757(W) AD(       ) 3
 HN0718  NAD 83(1986)-  37 03 26.46382(N)    111 05 43.82683(W) AD(       ) 3
 HN0718  NAD 27      -  37 03 26.49070(N)    111 05 41.29374(W) AD(       ) 3
 HN0718  NGVD 29 (07/19/86) 1569.4    (m)         5149.     (f) VERT ANG       
 HN0718
 HN0718.Superseded values are not recommended for survey control.
 HN0718
 HN0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0718.See file dsdata.pdf to determine how the superseded data were derived.
 HN0718
 HN0718_MARKER: DD = SURVEY DISK
 HN0718_SETTING: 66 = SET IN ROCK OUTCROP
 HN0718_STAMPING: ET U 35 1959
 HN0718_MARK LOGO: USGS
 HN0718_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0718+STABILITY: POSITION/ELEVATION WELL
 HN0718
 HN0718  HISTORY     - Date     Condition        Report By
 HN0718  HISTORY     - 1959     MONUMENTED       USGS
 HN0718
 HN0718                          STATION DESCRIPTION
 HN0718
 HN0718'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0718'LOCATED ABOUT 10.0 MI. S-SE. OF THE ---CROSSING OF THE FATHERS---,
 HN0718'8.0 MI. SW. OF NAVAJO POINT AND 3.0 MI. S. OF THE COLORADO RIVER, ON
 HN0718'THE NW. END OF A BROAD RIDGE OVERLOOKING A LARGE UNNAMED DRAIN.
 HN0718'STATION IS ABOUT 40.0 FT. S. OF THE N. RIM AND 30 FT. N. OF THE S.
 HN0718'RIM, ON A BARE SANDSTONE OUTCROP.
 HN0718'
 HN0718'STATION REACHED BY HELICOPTER.
 HN0718'
 HN0718'STATION MARK--STANDARD TABLET, STAMPED ---ET U 35 1959---, CEMENTED
 HN0718'IN NATURAL SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0721 ***********************************************************************
 HN0721  DESIGNATION -  ET U 36
 HN0721  PID         -  HN0721
 HN0721  STATE/COUNTY-  UT/SAN JUAN
 HN0721  COUNTRY     -  US
 HN0721  USGS QUAD   -  CATHEDRAL CANYON (2017)
 HN0721
 HN0721                         *CURRENT SURVEY CONTROL
 HN0721  ______________________________________________________________________
 HN0721* NAD 83(1994) POSITION- 37 04 33.30270(N) 111 06 57.07024(W)   ADJUSTED
 HN0721* NAVD 88 ORTHO HEIGHT -  1524.1   (meters)     5000.    (feet) VERTCON3
 HN0721  ______________________________________________________________________
 HN0721  GEOID HEIGHT    -        -23.045 (meters)                     GEOID18
 HN0721  LAPLACE CORR    -          2.21  (seconds)                    DEFLEC18
 HN0721  HORZ ORDER      -  THIRD
 HN0721
 HN0721.The horizontal coordinates were established by classical geodetic methods
 HN0721.and adjusted by the National Geodetic Survey in November 1997.
 HN0721
 HN0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0721
 HN0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0721.GEOID18 height accuracy estimate available here.
 HN0721
 HN0721.Click photographs - Photos may exist for this station.
 HN0721
 HN0721.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0721
 HN0721. The following values were computed from the NAD 83(1994) position.
 HN0721
 HN0721;                    North         East     Units Scale Factor Converg.
 HN0721;SPC UT S     - 3,045,490.459   534,160.385   MT  1.00002711   +0 14 07.3
 HN0721;SPC UT S     - 9,991,746.61  1,752,491.20   sFT  1.00002711   +0 14 07.3
 HN0721;UTM  12      - 4,103,300.467   489,702.125   MT  0.99960131   -0 04 11.4
 HN0721
 HN0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0721!SPC UT S     -   0.99976450  x   1.00002711  =   0.99979160
 HN0721!UTM  12      -   0.99976450  x   0.99960131  =   0.99936590
 HN0721
 HN0721:                Primary Azimuth Mark                     Grid Az
 HN0721:SPC UT S     -  ET U 35                                  138 28 06.5
 HN0721:UTM  12      -  ET U 35                                  138 46 25.2
 HN0721
 HN0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG8970203300(NAD 83)
 HN0721
 HN0721|---------------------------------------------------------------------|
 HN0721| PID    Reference Object                     Distance      Geod. Az  |
 HN0721|                                                           dddmmss.s |
 HN0721| HN0718 ET U 35                             APPROX. 2.7 KM 1384213.8 |
 HN0721|---------------------------------------------------------------------|
 HN0721
 HN0721                          SUPERSEDED SURVEY CONTROL
 HN0721
 HN0721  NAD 83(1992)-  37 04 33.30114(N)    111 06 57.07131(W) AD(       ) 3
 HN0721  NAD 83(1986)-  37 04 33.29802(N)    111 06 57.07082(W) AD(       ) 3
 HN0721  NAD 27      -  37 04 33.32719(N)    111 06 54.53547(W) AD(       ) 3
 HN0721  NGVD 29 (07/19/86) 1523.0    (m)         4997.     (f) VERT ANG       
 HN0721
 HN0721.Superseded values are not recommended for survey control.
 HN0721
 HN0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0721.See file dsdata.pdf to determine how the superseded data were derived.
 HN0721
 HN0721_MARKER: DD = SURVEY DISK
 HN0721_SETTING: 66 = SET IN ROCK OUTCROP
 HN0721_STAMPING: ET U 36 1959
 HN0721_MARK LOGO: USGS
 HN0721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0721+STABILITY: POSITION/ELEVATION WELL
 HN0721
 HN0721  HISTORY     - Date     Condition        Report By
 HN0721  HISTORY     - 1959     MONUMENTED       USGS
 HN0721
 HN0721                          STATION DESCRIPTION
 HN0721
 HN0721'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0721'LOCATED ABOUT 2.0 MI. SE. OF WILDHORSE BAR, 2.0 MI. S. OF THE
 HN0721'COLORADO RIVER, ON THE EXTREME E. EDGE OF RAINBOW PLATEAU.
 HN0721'
 HN0721'STATION REACHED BY HELICOPTER.
 HN0721'
 HN0721'STATION MARK--STANDARD TABLET, STAMPED ---ET U 36 1959---, CEMENTED
 HN0721'IN DRILL HOLE IN SANDSTONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0720 ***********************************************************************
 HN0720  DESIGNATION -  ET U 37
 HN0720  PID         -  HN0720
 HN0720  STATE/COUNTY-  UT/SAN JUAN
 HN0720  COUNTRY     -  US
 HN0720  USGS QUAD   -  CATHEDRAL CANYON (2017)
 HN0720
 HN0720                         *CURRENT SURVEY CONTROL
 HN0720  ______________________________________________________________________
 HN0720* NAD 83(1994) POSITION- 37 02 44.28820(N) 111 06 22.92593(W)   ADJUSTED
 HN0720* NAVD 88 ORTHO HEIGHT -  1595.3   (meters)     5234.    (feet) VERTCON3
 HN0720  ______________________________________________________________________
 HN0720  GEOID HEIGHT    -        -22.983 (meters)                     GEOID18
 HN0720  LAPLACE CORR    -          1.76  (seconds)                    DEFLEC18
 HN0720  HORZ ORDER      -  THIRD
 HN0720
 HN0720.The horizontal coordinates were established by classical geodetic methods
 HN0720.and adjusted by the National Geodetic Survey in November 1997.
 HN0720
 HN0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0720
 HN0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0720.GEOID18 height accuracy estimate available here.
 HN0720
 HN0720.Click photographs - Photos may exist for this station.
 HN0720
 HN0720.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0720
 HN0720. The following values were computed from the NAD 83(1994) position.
 HN0720
 HN0720;                    North         East     Units Scale Factor Converg.
 HN0720;SPC UT S     - 3,042,133.256   535,017.941   MT  1.00003372   +0 14 28.2
 HN0720;SPC UT S     - 9,980,732.19  1,755,304.69   sFT  1.00003372   +0 14 28.2
 HN0720;UTM  12      - 4,099,940.186   490,541.423   MT  0.99960110   -0 03 50.7
 HN0720
 HN0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0720!SPC UT S     -   0.99975332  x   1.00003372  =   0.99978703
 HN0720!UTM  12      -   0.99975332  x   0.99960110  =   0.99935451
 HN0720
 HN0720:                Primary Azimuth Mark                     Grid Az
 HN0720:SPC UT S     -  KLONDIKE=ET U 66                         065 56 28.0
 HN0720:UTM  12      -  KLONDIKE=ET U 66                         066 14 46.9
 HN0720
 HN0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF9054199940(NAD 83)
 HN0720
 HN0720|---------------------------------------------------------------------|
 HN0720| PID    Reference Object                     Distance      Geod. Az  |
 HN0720|                                                           dddmmss.s |
 HN0720| HN0709 KLONDIKE=ET U 66                    APPROX. 2.3 KM 0661056.2 |
 HN0720|---------------------------------------------------------------------|
 HN0720
 HN0720                          SUPERSEDED SURVEY CONTROL
 HN0720
 HN0720  NAD 83(1992)-  37 02 44.28671(N)    111 06 22.92722(W) AD(       ) 3
 HN0720  NAD 83(1986)-  37 02 44.28361(N)    111 06 22.92643(W) AD(       ) 3
 HN0720  NAD 27      -  37 02 44.31127(N)    111 06 20.39344(W) AD(       ) 3
 HN0720  NGVD 29 (07/19/86) 1594.2    (m)         5230.     (f) VERT ANG       
 HN0720
 HN0720.Superseded values are not recommended for survey control.
 HN0720
 HN0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0720.See file dsdata.pdf to determine how the superseded data were derived.
 HN0720
 HN0720_MARKER: DD = SURVEY DISK
 HN0720_SETTING: 66 = SET IN ROCK OUTCROP
 HN0720_STAMPING: ET U 37 1959
 HN0720_MARK LOGO: USGS
 HN0720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0720+STABILITY: POSITION/ELEVATION WELL
 HN0720
 HN0720  HISTORY     - Date     Condition        Report By
 HN0720  HISTORY     - 1959     MONUMENTED       USGS
 HN0720
 HN0720                          STATION DESCRIPTION
 HN0720
 HN0720'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0720'LOCATED ABOUT 11.0 MI. E. OF THE ---CROSSING OF THE FATHERS--- AND
 HN0720'4.0 MI. S. OF THE COLORADO RIVER, ON THE EXTREME E. EDGE OF RAINBOW
 HN0720'PLATEAU.
 HN0720'
 HN0720'STATION REACHED BY HELICOPTER.
 HN0720'
 HN0720'STATION MARK--STANDARD TABLET, STAMPED ---ET U 37 1959---, CEMENTED
 HN0720'IN SANDSTONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0713 ***********************************************************************
 HN0713  DESIGNATION -  ET U 38
 HN0713  PID         -  HN0713
 HN0713  STATE/COUNTY-  UT/SAN JUAN
 HN0713  COUNTRY     -  US
 HN0713  USGS QUAD   -  CATHEDRAL CANYON (2017)
 HN0713
 HN0713                         *CURRENT SURVEY CONTROL
 HN0713  ______________________________________________________________________
 HN0713* NAD 83(1994) POSITION- 37 02 52.83436(N) 111 02 16.67115(W)   ADJUSTED
 HN0713* NAVD 88 ORTHO HEIGHT -  1523.6   (meters)     4999.    (feet) VERTCON3
 HN0713  ______________________________________________________________________
 HN0713  GEOID HEIGHT    -        -22.851 (meters)                     GEOID18
 HN0713  LAPLACE CORR    -          9.86  (seconds)                    DEFLEC18
 HN0713  HORZ ORDER      -  THIRD
 HN0713
 HN0713.The horizontal coordinates were established by classical geodetic methods
 HN0713.and adjusted by the National Geodetic Survey in November 1997.
 HN0713
 HN0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0713
 HN0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0713.GEOID18 height accuracy estimate available here.
 HN0713
 HN0713.Click photographs - Photos may exist for this station.
 HN0713
 HN0713.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0713
 HN0713. The following values were computed from the NAD 83(1994) position.
 HN0713
 HN0713;                    North         East     Units Scale Factor Converg.
 HN0713;SPC UT S     - 3,042,424.558   541,101.904   MT  1.00003320   +0 16 59.1
 HN0713;SPC UT S     - 9,981,687.90  1,775,265.16   sFT  1.00003320   +0 16 59.1
 HN0713;UTM  12      - 4,100,198.921   496,624.219   MT  0.99960014   -0 01 22.3
 HN0713
 HN0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0713!SPC UT S     -   0.99976454  x   1.00003320  =   0.99979773
 HN0713!UTM  12      -   0.99976454  x   0.99960014  =   0.99936477
 HN0713
 HN0713:                Primary Azimuth Mark                     Grid Az
 HN0713:SPC UT S     -  ET U 64                                  330 28 06.0
 HN0713:UTM  12      -  ET U 64                                  330 46 27.4
 HN0713
 HN0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG9662400198(NAD 83)
 HN0713
 HN0713|---------------------------------------------------------------------|
 HN0713| PID    Reference Object                     Distance      Geod. Az  |
 HN0713|                                                           dddmmss.s |
 HN0713| HN0714 ET U 64                             APPROX. 2.2 KM 3304505.1 |
 HN0713|---------------------------------------------------------------------|
 HN0713
 HN0713                          SUPERSEDED SURVEY CONTROL
 HN0713
 HN0713  NAD 83(1992)-  37 02 52.83260(N)    111 02 16.67246(W) AD(       ) 3
 HN0713  NAD 83(1986)-  37 02 52.83005(N)    111 02 16.67172(W) AD(       ) 3
 HN0713  NAD 27      -  37 02 52.85469(N)    111 02 14.14379(W) AD(       ) 3
 HN0713  NGVD 29 (07/19/86) 1522.5    (m)         4995.     (f) VERT ANG       
 HN0713
 HN0713.Superseded values are not recommended for survey control.
 HN0713
 HN0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0713.See file dsdata.pdf to determine how the superseded data were derived.
 HN0713
 HN0713_MARKER: DD = SURVEY DISK
 HN0713_SETTING: 66 = SET IN ROCK OUTCROP
 HN0713_STAMPING: ET U 38 1959
 HN0713_MARK LOGO: USGS
 HN0713_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0713+STABILITY: POSITION/ELEVATION WELL
 HN0713
 HN0713  HISTORY     - Date     Condition        Report By
 HN0713  HISTORY     - 1959     MONUMENTED       USGS
 HN0713
 HN0713                          STATION DESCRIPTION
 HN0713
 HN0713'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0713'LOCATED ABOUT 4.3 MI. S. OF KLONDIKE BAR, 4.2 MI. S. OF THE COLORADO
 HN0713'RIVER AND 2.5 MI. E-SE. OF ---KLONDIKE--- TRIANGULATION STATION.
 HN0713'
 HN0713'STATION REACHED BY HELICOPTER.
 HN0713'
 HN0713'STATION MARK--STANDARD TABLET, STAMPED ---ET U 38 1959---, SET IN
 HN0713'SOLID SANDSTONE ROCK ON A SMALL, ISOLATED BUTTE ON THE E. SIDE OF A
 HN0713'CANYON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0725 ***********************************************************************
 HN0725  DESIGNATION -  ET U 39
 HN0725  PID         -  HN0725
 HN0725  STATE/COUNTY-  UT/KANE
 HN0725  COUNTRY     -  US
 HN0725  USGS QUAD   -  GREGORY BUTTE (2017)
 HN0725
 HN0725                         *CURRENT SURVEY CONTROL
 HN0725  ______________________________________________________________________
 HN0725* NAD 83(1994) POSITION- 37 06 56.65577(N) 111 07 45.61923(W)   ADJUSTED
 HN0725* NAVD 88 ORTHO HEIGHT -  1508.2   (meters)     4948.    (feet) VERTCON3
 HN0725  ______________________________________________________________________
 HN0725  GEOID HEIGHT    -        -23.047 (meters)                     GEOID18
 HN0725  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 HN0725  HORZ ORDER      -  THIRD
 HN0725
 HN0725.The horizontal coordinates were established by classical geodetic methods
 HN0725.and adjusted by the National Geodetic Survey in November 1997.
 HN0725
 HN0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0725
 HN0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0725.GEOID18 height accuracy estimate available here.
 HN0725
 HN0725.Click photographs - Photos may exist for this station.
 HN0725
 HN0725.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0725
 HN0725. The following values were computed from the NAD 83(1994) position.
 HN0725
 HN0725;                    North         East     Units Scale Factor Converg.
 HN0725;SPC UT S     - 3,049,904.920   532,943.644   MT  1.00001884   +0 13 37.6
 HN0725;SPC UT S     -10,006,229.73  1,748,499.27   sFT  1.00001884   +0 13 37.6
 HN0725;UTM  12      - 4,107,719.483   488,509.417   MT  0.99960163   -0 04 41.0
 HN0725
 HN0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0725!SPC UT S     -   0.99976699  x   1.00001884  =   0.99978582
 HN0725!UTM  12      -   0.99976699  x   0.99960163  =   0.99936871
 HN0725
 HN0725:                Primary Azimuth Mark                     Grid Az
 HN0725:SPC UT S     -  ET U 32                                  024 28 41.1
 HN0725:UTM  12      -  ET U 32                                  024 46 59.7
 HN0725
 HN0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG8850907719(NAD 83)
 HN0725
 HN0725|---------------------------------------------------------------------|
 HN0725| PID    Reference Object                     Distance      Geod. Az  |
 HN0725|                                                           dddmmss.s |
 HN0725| HN0708 ET U 32                             APPROX. 2.6 KM 0244218.7 |
 HN0725|---------------------------------------------------------------------|
 HN0725
 HN0725                          SUPERSEDED SURVEY CONTROL
 HN0725
 HN0725  NAD 83(1992)-  37 06 56.65409(N)    111 07 45.61993(W) AD(       ) 3
 HN0725  NAD 83(1986)-  37 06 56.65084(N)    111 07 45.61961(W) AD(       ) 3
 HN0725  NAD 27      -  37 06 56.68068(N)    111 07 43.08052(W) AD(       ) 3
 HN0725  NGVD 29 (07/19/86) 1507.2    (m)         4945.     (f) VERT ANG       
 HN0725
 HN0725.Superseded values are not recommended for survey control.
 HN0725
 HN0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0725.See file dsdata.pdf to determine how the superseded data were derived.
 HN0725
 HN0725_MARKER: DD = SURVEY DISK
 HN0725_SETTING: 80 = SET IN A BOULDER
 HN0725_STAMPING: ET U 39 1959
 HN0725_MARK LOGO: USGS
 HN0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0725+STABILITY: SURFACE MOTION
 HN0725
 HN0725  HISTORY     - Date     Condition        Report By
 HN0725  HISTORY     - 1959     MONUMENTED       USGS
 HN0725
 HN0725                          STATION DESCRIPTION
 HN0725
 HN0725'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0725'LOCATED ABOUT 2.0 MI. N-NE. OF WILDHORSE BAR ON THE COLORADO
 HN0725'RIVER AND 0.8 MI. N. OF THE COLORADO RIVER.  STATION IS NEAR E.
 HN0725'EDGE AND WIDEST POINT OF A LARGE MESA.
 HN0725'
 HN0725'STATION REACHED BY HELICOPTER.
 HN0725'
 HN0725'STATION MARK--STANDARD TABLET, STAMPED ---ET U 39 1959---, CEMENTED
 HN0725'IN DRILL HOLE IN TOP OF BURIED BOULDER PROJECTING 0.5 FT. ABOVE
 HN0725'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0789 ***********************************************************************
 HN0789  DESIGNATION -  ET U 4
 HN0789  PID         -  HN0789
 HN0789  STATE/COUNTY-  UT/KANE
 HN0789  COUNTRY     -  US
 HN0789  USGS QUAD   -  LONE ROCK (2017)
 HN0789
 HN0789                         *CURRENT SURVEY CONTROL
 HN0789  ______________________________________________________________________
 HN0789* NAD 83(1994) POSITION- 37 00 59.36030(N) 111 34 30.64788(W)   ADJUSTED
 HN0789* NAVD 88 ORTHO HEIGHT -  1201.0   (meters)     3940.    (feet) VERTCON3
 HN0789  ______________________________________________________________________
 HN0789  GEOID HEIGHT    -        -23.419 (meters)                     GEOID18
 HN0789  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 HN0789  HORZ ORDER      -  THIRD
 HN0789
 HN0789.The horizontal coordinates were established by classical geodetic methods
 HN0789.and adjusted by the National Geodetic Survey in November 1997.
 HN0789
 HN0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0789
 HN0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0789.GEOID18 height accuracy estimate available here.
 HN0789
 HN0789.Click photographs - Photos may exist for this station.
 HN0789
 HN0789.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0789
 HN0789. The following values were computed from the NAD 83(1994) position.
 HN0789
 HN0789;                    North         East     Units Scale Factor Converg.
 HN0789;SPC UT S     - 3,038,827.483   493,309.282   MT  1.00004035   -0 02 45.8
 HN0789;SPC UT S     - 9,969,886.50  1,618,465.54   sFT  1.00004035   -0 02 45.8
 HN0789;UTM  12      - 4,096,856.171   448,833.563   MT  0.99963225   -0 20 46.6
 HN0789
 HN0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0789!SPC UT S     -   0.99981523  x   1.00004035  =   0.99985558
 HN0789!UTM  12      -   0.99981523  x   0.99963225  =   0.99944755
 HN0789
 HN0789:                Primary Azimuth Mark                     Grid Az
 HN0789:SPC UT S     -  ET U 3                                   357 06 20.0
 HN0789:UTM  12      -  ET U 3                                   357 24 20.8
 HN0789
 HN0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4883396856(NAD 83)
 HN0789
 HN0789|---------------------------------------------------------------------|
 HN0789| PID    Reference Object                     Distance      Geod. Az  |
 HN0789|                                                           dddmmss.s |
 HN0789| HN0790 ET U 3                              APPROX. 3.6 KM 3570334.2 |
 HN0789|---------------------------------------------------------------------|
 HN0789
 HN0789                          SUPERSEDED SURVEY CONTROL
 HN0789
 HN0789  NAD 83(1992)-  37 00 59.36004(N)    111 34 30.64778(W) AD(       ) 3
 HN0789  NAD 83(1986)-  37 00 59.35616(N)    111 34 30.64894(W) AD(       ) 3
 HN0789  NAD 27      -  37 00 59.39714(N)    111 34 28.05877(W) AD(       ) 3
 HN0789  NGVD 29 (07/19/86) 1200.1    (m)         3937.     (f) VERT ANG       
 HN0789
 HN0789.Superseded values are not recommended for survey control.
 HN0789
 HN0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0789.See file dsdata.pdf to determine how the superseded data were derived.
 HN0789
 HN0789_MARKER: DD = SURVEY DISK
 HN0789_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0789_STAMPING: ET U 4 1959
 HN0789_MARK LOGO: USGS
 HN0789_MAGNETIC: P = MARKER IS A STEEL PIPE
 HN0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0789
 HN0789  HISTORY     - Date     Condition        Report By
 HN0789  HISTORY     - 1959     MONUMENTED       USGS
 HN0789
 HN0789                          STATION DESCRIPTION
 HN0789
 HN0789'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0789'LOCATED ABOUT 10.5 MI. N. OF LEES FERRY AND 2.5 MI. W. OF WAHWEAP
 HN0789'CREEK, ON A LOW SANDY KNOLL IN NW. 1/4 SEC. 3, T 44 S, R 3 E.
 HN0789'
 HN0789'STATION REACHED BY HELICOPTER.
 HN0789'
 HN0789'STATION MARK--STANDARD TABLET, STAMPED ---ET U 4 1959---, BRAZED TO
 HN0789'TOP OF PIPE PROJECTING 1.5 FT. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0717 ***********************************************************************
 HN0717  DESIGNATION -  ET U 40
 HN0717  PID         -  HN0717
 HN0717  STATE/COUNTY-  UT/SAN JUAN
 HN0717  COUNTRY     -  US
 HN0717  USGS QUAD   -  CATHEDRAL CANYON (2017)
 HN0717
 HN0717                         *CURRENT SURVEY CONTROL
 HN0717  ______________________________________________________________________
 HN0717* NAD 83(1994) POSITION- 37 04 22.18027(N) 111 04 28.98061(W)   ADJUSTED
 HN0717* NAVD 88 ORTHO HEIGHT -  1579.7   (meters)     5183.    (feet) VERTCON3
 HN0717  ______________________________________________________________________
 HN0717  GEOID HEIGHT    -        -22.981 (meters)                     GEOID18
 HN0717  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 HN0717  HORZ ORDER      -  THIRD
 HN0717
 HN0717.The horizontal coordinates were established by classical geodetic methods
 HN0717.and adjusted by the National Geodetic Survey in November 1997.
 HN0717
 HN0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0717
 HN0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0717.GEOID18 height accuracy estimate available here.
 HN0717
 HN0717.Click photographs - Photos may exist for this station.
 HN0717
 HN0717.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0717
 HN0717. The following values were computed from the NAD 83(1994) position.
 HN0717
 HN0717;                    North         East     Units Scale Factor Converg.
 HN0717;SPC UT S     - 3,045,163.407   537,819.951   MT  1.00002777   +0 15 38.0
 HN0717;SPC UT S     - 9,990,673.61  1,764,497.62   sFT  1.00002777   +0 15 38.0
 HN0717;UTM  12      - 4,102,954.061   493,358.335   MT  0.99960054   -0 02 42.1
 HN0717
 HN0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0717!SPC UT S     -   0.99975577  x   1.00002777  =   0.99978353
 HN0717!UTM  12      -   0.99975577  x   0.99960054  =   0.99935640
 HN0717
 HN0717:                Primary Azimuth Mark                     Grid Az
 HN0717:SPC UT S     -  ET U 64                                  110 22 30.3
 HN0717:UTM  12      -  ET U 64                                  110 40 50.4
 HN0717
 HN0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG9335802954(NAD 83)
 HN0717
 HN0717|---------------------------------------------------------------------|
 HN0717| PID    Reference Object                     Distance      Geod. Az  |
 HN0717|                                                           dddmmss.s |
 HN0717| HN0714 ET U 64                             APPROX. 2.3 KM 1103808.3 |
 HN0717|---------------------------------------------------------------------|
 HN0717
 HN0717                          SUPERSEDED SURVEY CONTROL
 HN0717
 HN0717  NAD 83(1992)-  37 04 22.17855(N)    111 04 28.98174(W) AD(       ) 3
 HN0717  NAD 83(1986)-  37 04 22.17590(N)    111 04 28.98078(W) AD(       ) 3
 HN0717  NAD 27      -  37 04 22.20276(N)    111 04 26.44471(W) AD(       ) 3
 HN0717  NGVD 29 (07/19/86) 1578.6    (m)         5179.     (f) VERT ANG       
 HN0717
 HN0717.Superseded values are not recommended for survey control.
 HN0717
 HN0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0717.See file dsdata.pdf to determine how the superseded data were derived.
 HN0717
 HN0717_MARKER: DD = SURVEY DISK
 HN0717_SETTING: 66 = SET IN ROCK OUTCROP
 HN0717_STAMPING: ET U 40 1959
 HN0717_MARK LOGO: USGS
 HN0717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0717+STABILITY: POSITION/ELEVATION WELL
 HN0717
 HN0717  HISTORY     - Date     Condition        Report By
 HN0717  HISTORY     - 1959     MONUMENTED       USGS
 HN0717
 HN0717                          STATION DESCRIPTION
 HN0717
 HN0717'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0717'LOCATED ABOUT 6.0 MI. E. OF THE CONFLUENCE OF ROCK CREEK, 2.5 MI. S.
 HN0717'OF THE COLORADO RIVER ON THE E. EDGE OF MESA.
 HN0717'
 HN0717'STATION REACHED BY HELICOPTER.
 HN0717'
 HN0717'STATION MARK--STANDARD TABLET, STAMPED ---ET U 40 1959---, CEMENTED
 HN0717'IN ROCK OUTCROP FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0715 ***********************************************************************
 HN0715  DESIGNATION -  ET U 41
 HN0715  PID         -  HN0715
 HN0715  STATE/COUNTY-  UT/SAN JUAN
 HN0715  COUNTRY     -  US
 HN0715  USGS QUAD   -  CATHEDRAL CANYON (2017)
 HN0715
 HN0715                         *CURRENT SURVEY CONTROL
 HN0715  ______________________________________________________________________
 HN0715* NAD 83(1994) POSITION- 37 05 26.19418(N) 111 03 05.27687(W)   ADJUSTED
 HN0715* NAVD 88 ORTHO HEIGHT -  1373.3   (meters)     4506.    (feet) VERTCON3
 HN0715  ______________________________________________________________________
 HN0715  GEOID HEIGHT    -        -22.991 (meters)                     GEOID18
 HN0715  LAPLACE CORR    -          5.72  (seconds)                    DEFLEC18
 HN0715  HORZ ORDER      -  THIRD
 HN0715
 HN0715.The horizontal coordinates were established by classical geodetic methods
 HN0715.and adjusted by the National Geodetic Survey in November 1997.
 HN0715
 HN0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0715
 HN0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0715.GEOID18 height accuracy estimate available here.
 HN0715
 HN0715.Click photographs - Photos may exist for this station.
 HN0715
 HN0715.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0715
 HN0715. The following values were computed from the NAD 83(1994) position.
 HN0715
 HN0715;                    North         East     Units Scale Factor Converg.
 HN0715;SPC UT S     - 3,047,146.488   539,878.159   MT  1.00002400   +0 16 29.3
 HN0715;SPC UT S     - 9,997,179.77  1,771,250.26   sFT  1.00002400   +0 16 29.3
 HN0715;UTM  12      - 4,104,925.292   495,426.215   MT  0.99960026   -0 01 51.7
 HN0715
 HN0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0715!SPC UT S     -   0.99978814  x   1.00002400  =   0.99981214
 HN0715!UTM  12      -   0.99978814  x   0.99960026  =   0.99938849
 HN0715
 HN0715:                Primary Azimuth Mark                     Grid Az
 HN0715:SPC UT S     -  ET U 42                                  099 27 28.1
 HN0715:UTM  12      -  ET U 42                                  099 45 49.1
 HN0715
 HN0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG9542604925(NAD 83)
 HN0715
 HN0715|---------------------------------------------------------------------|
 HN0715| PID    Reference Object                     Distance      Geod. Az  |
 HN0715|                                                           dddmmss.s |
 HN0715| HN0711 ET U 42                             APPROX. 2.5 KM 0994357.4 |
 HN0715|---------------------------------------------------------------------|
 HN0715
 HN0715                          SUPERSEDED SURVEY CONTROL
 HN0715
 HN0715  NAD 83(1992)-  37 05 26.19230(N)    111 03 05.27798(W) AD(       ) 3
 HN0715  NAD 83(1986)-  37 05 26.18965(N)    111 03 05.27718(W) AD(       ) 3
 HN0715  NAD 27      -  37 05 26.21583(N)    111 03 02.74157(W) AD(       ) 3
 HN0715  NGVD 29 (07/19/86) 1372.2    (m)         4502.     (f) VERT ANG       
 HN0715
 HN0715.Superseded values are not recommended for survey control.
 HN0715
 HN0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0715.See file dsdata.pdf to determine how the superseded data were derived.
 HN0715
 HN0715_MARKER: DD = SURVEY DISK
 HN0715_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HN0715_STAMPING: ET U 41 1959
 HN0715_MARK LOGO: USGS
 HN0715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0715
 HN0715  HISTORY     - Date     Condition        Report By
 HN0715  HISTORY     - 1959     MONUMENTED       USGS
 HN0715
 HN0715                          STATION DESCRIPTION
 HN0715
 HN0715'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0715'LOCATED ABOUT 6.0 MI. E. OF RAINBOW BRIDGE AND 0.6 MI. S. OF THE
 HN0715'COLORADO RIVER, AT THE POINT OF A ROUNDED, SANDSTONE TOP.
 HN0715'
 HN0715'STATION REACHED BY HELICOPTER.
 HN0715'
 HN0715'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 41 1959---,
 HN0715'CEMENTED IN DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0711 ***********************************************************************
 HN0711  DESIGNATION -  ET U 42
 HN0711  PID         -  HN0711
 HN0711  STATE/COUNTY-  UT/SAN JUAN
 HN0711  COUNTRY     -  US
 HN0711  USGS QUAD   -  CATHEDRAL CANYON (2017)
 HN0711
 HN0711                         *CURRENT SURVEY CONTROL
 HN0711  ______________________________________________________________________
 HN0711* NAD 83(1994) POSITION- 37 05 12.38958(N) 111 01 24.90091(W)   ADJUSTED
 HN0711* NAVD 88 ORTHO HEIGHT -  1658.4   (meters)     5441.    (feet) VERTCON3
 HN0711  ______________________________________________________________________
 HN0711  GEOID HEIGHT    -        -22.909 (meters)                     GEOID18
 HN0711  LAPLACE CORR    -          3.17  (seconds)                    DEFLEC18
 HN0711  HORZ ORDER      -  THIRD
 HN0711
 HN0711.The horizontal coordinates were established by classical geodetic methods
 HN0711.and adjusted by the National Geodetic Survey in November 1997.
 HN0711
 HN0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0711
 HN0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0711.GEOID18 height accuracy estimate available here.
 HN0711
 HN0711.Click photographs - Photos may exist for this station.
 HN0711
 HN0711.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0711
 HN0711. The following values were computed from the NAD 83(1994) position.
 HN0711
 HN0711;                    North         East     Units Scale Factor Converg.
 HN0711;SPC UT S     - 3,046,733.180   542,359.250   MT  1.00002481   +0 17 30.8
 HN0711;SPC UT S     - 9,995,823.77  1,779,390.31   sFT  1.00002481   +0 17 30.8
 HN0711;UTM  12      - 4,104,498.921   497,904.012   MT  0.99960005   -0 00 51.2
 HN0711
 HN0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0711!SPC UT S     -   0.99974341  x   1.00002481  =   0.99976821
 HN0711!UTM  12      -   0.99974341  x   0.99960005  =   0.99934356
 HN0711
 HN0711:                Primary Azimuth Mark                     Grid Az
 HN0711:SPC UT S     -  ET U 41                                  279 27 27.1
 HN0711:UTM  12      -  ET U 41                                  279 45 49.1
 HN0711
 HN0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG9790404498(NAD 83)
 HN0711
 HN0711|---------------------------------------------------------------------|
 HN0711| PID    Reference Object                     Distance      Geod. Az  |
 HN0711|                                                           dddmmss.s |
 HN0711| HN0715 ET U 41                             APPROX. 2.5 KM 2794457.9 |
 HN0711|---------------------------------------------------------------------|
 HN0711
 HN0711                          SUPERSEDED SURVEY CONTROL
 HN0711
 HN0711  NAD 83(1992)-  37 05 12.38744(N)    111 01 24.90208(W) AD(       ) 3
 HN0711  NAD 83(1986)-  37 05 12.38520(N)    111 01 24.90113(W) AD(       ) 3
 HN0711  NAD 27      -  37 05 12.40854(N)    111 01 22.36782(W) AD(       ) 3
 HN0711  NGVD 29 (07/19/86) 1657.3    (m)         5437.     (f) VERT ANG       
 HN0711
 HN0711.Superseded values are not recommended for survey control.
 HN0711
 HN0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0711.See file dsdata.pdf to determine how the superseded data were derived.
 HN0711
 HN0711_MARKER: DD = SURVEY DISK
 HN0711_SETTING: 66 = SET IN ROCK OUTCROP
 HN0711_STAMPING: ET U 42 1959
 HN0711_MARK LOGO: USGS
 HN0711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0711+STABILITY: POSITION/ELEVATION WELL
 HN0711
 HN0711  HISTORY     - Date     Condition        Report By
 HN0711  HISTORY     - 1959     MONUMENTED       USGS
 HN0711
 HN0711                          STATION DESCRIPTION
 HN0711
 HN0711'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0711'LOCATED ABOUT 6.0 MI. E. OF WILDHORSE BAR, 3.2 MI. W. OF RAINBOW
 HN0711'BRIDGE, AND 1.6 MI. S. OF THE COLORADO RIVER, ON THE W. FACE OF
 HN0711'RIM, ABOUT 25 FT. LOWER THAN THE HIGHEST PART OF RIDGE, ON THE
 HN0711'EXTREME N. END OF CUMMINGS MESA.
 HN0711'
 HN0711'STATION REACHED BY HELICOPTER.
 HN0711'
 HN0711'STATION MARK--STANDARD TABLET, STAMPED ---ET U 42 1959---, CEMENTED
 HN0711'IN NATURAL SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0712 ***********************************************************************
 HN0712  DESIGNATION -  ET U 43
 HN0712  PID         -  HN0712
 HN0712  STATE/COUNTY-  UT/KANE
 HN0712  COUNTRY     -  US
 HN0712  USGS QUAD   -  CATHEDRAL CANYON (2017)
 HN0712
 HN0712                         *CURRENT SURVEY CONTROL
 HN0712  ______________________________________________________________________
 HN0712* NAD 83(1994) POSITION- 37 06 54.25097(N) 111 01 50.77240(W)   ADJUSTED
 HN0712* NAVD 88 ORTHO HEIGHT -  1245.4   (meters)     4086.    (feet) VERTCON3
 HN0712  ______________________________________________________________________
 HN0712  GEOID HEIGHT    -        -22.971 (meters)                     GEOID18
 HN0712  LAPLACE CORR    -          1.92  (seconds)                    DEFLEC18
 HN0712  HORZ ORDER      -  THIRD
 HN0712
 HN0712.The horizontal coordinates were established by classical geodetic methods
 HN0712.and adjusted by the National Geodetic Survey in November 1997.
 HN0712
 HN0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0712
 HN0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0712.GEOID18 height accuracy estimate available here.
 HN0712
 HN0712.Click photographs - Photos may exist for this station.
 HN0712
 HN0712.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0712
 HN0712. The following values were computed from the NAD 83(1994) position.
 HN0712
 HN0712;                    North         East     Units Scale Factor Converg.
 HN0712;SPC UT S     - 3,049,870.126   541,704.529   MT  1.00001897   +0 17 15.0
 HN0712;SPC UT S     -10,006,115.57  1,777,242.28   sFT  1.00001897   +0 17 15.0
 HN0712;UTM  12      - 4,107,637.995   497,266.328   MT  0.99960009   -0 01 06.8
 HN0712
 HN0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0712!SPC UT S     -   0.99980821  x   1.00001897  =   0.99982717
 HN0712!UTM  12      -   0.99980821  x   0.99960009  =   0.99940837
 HN0712
 HN0712:                Primary Azimuth Mark                     Grid Az
 HN0712:SPC UT S     -  ET U 57                                  055 06 30.6
 HN0712:UTM  12      -  ET U 57                                  055 24 52.4
 HN0712
 HN0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG9726607637(NAD 83)
 HN0712
 HN0712|---------------------------------------------------------------------|
 HN0712| PID    Reference Object                     Distance      Geod. Az  |
 HN0712|                                                           dddmmss.s |
 HN0712| HN0710 ET U 57                             APPROX. 1.6 KM 0552345.6 |
 HN0712|---------------------------------------------------------------------|
 HN0712
 HN0712                          SUPERSEDED SURVEY CONTROL
 HN0712
 HN0712  NAD 83(1992)-  37 06 54.24897(N)    111 01 50.77336(W) AD(       ) 3
 HN0712  NAD 83(1986)-  37 06 54.24664(N)    111 01 50.77256(W) AD(       ) 3
 HN0712  NAD 27      -  37 06 54.27310(N)    111 01 48.23528(W) AD(       ) 3
 HN0712  NGVD 29 (07/19/86) 1244.3    (m)         4082.     (f) VERT ANG       
 HN0712
 HN0712.Superseded values are not recommended for survey control.
 HN0712
 HN0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0712.See file dsdata.pdf to determine how the superseded data were derived.
 HN0712
 HN0712_MARKER: DD = SURVEY DISK
 HN0712_SETTING: 66 = SET IN ROCK OUTCROP
 HN0712_STAMPING: ET U 43 1959
 HN0712_MARK LOGO: USGS
 HN0712_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0712+STABILITY: POSITION/ELEVATION WELL
 HN0712
 HN0712  HISTORY     - Date     Condition        Report By
 HN0712  HISTORY     - 1959     MONUMENTED       USGS
 HN0712
 HN0712                          STATION DESCRIPTION
 HN0712
 HN0712'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0712'LOCATED ABOUT 4.5 MI. W. OF RAINBOW BRIDGE, ON N. SIDE OF COLORADO
 HN0712'RIVER NEAR THE S. BASE OF A HIGH ROCKY POINT ON LEDGE OVERLOOKING
 HN0712'COLORADO RIVER.
 HN0712'
 HN0712'STATION REACHED BY HELICOPTER.
 HN0712'
 HN0712'STATION MARK--STANDARD TABLET, STAMPED ---ET U 43 1959---, CEMENTED
 HN0712'IN TOP OF SANDSTONE POINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0716 ***********************************************************************
 HN0716  DESIGNATION -  ET U 44
 HN0716  PID         -  HN0716
 HN0716  STATE/COUNTY-  UT/KANE
 HN0716  COUNTRY     -  US
 HN0716  USGS QUAD   -  CATHEDRAL CANYON (2017)
 HN0716
 HN0716                         *CURRENT SURVEY CONTROL
 HN0716  ______________________________________________________________________
 HN0716* NAD 83(1994) POSITION- 37 06 44.08279(N) 111 03 54.98580(W)   ADJUSTED
 HN0716* NAVD 88 ORTHO HEIGHT -  1529.4   (meters)     5018.    (feet) VERTCON3
 HN0716  ______________________________________________________________________
 HN0716  GEOID HEIGHT    -        -23.001 (meters)                     GEOID18
 HN0716  LAPLACE CORR    -          2.51  (seconds)                    DEFLEC18
 HN0716  HORZ ORDER      -  THIRD
 HN0716
 HN0716.The horizontal coordinates were established by classical geodetic methods
 HN0716.and adjusted by the National Geodetic Survey in November 1997.
 HN0716
 HN0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0716
 HN0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0716.GEOID18 height accuracy estimate available here.
 HN0716
 HN0716.Click photographs - Photos may exist for this station.
 HN0716
 HN0716.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0716
 HN0716. The following values were computed from the NAD 83(1994) position.
 HN0716
 HN0716;                    North         East     Units Scale Factor Converg.
 HN0716;SPC UT S     - 3,049,541.840   538,639.364   MT  1.00001954   +0 15 58.9
 HN0716;SPC UT S     -10,005,038.52  1,767,185.98   sFT  1.00001954   +0 15 58.9
 HN0716;UTM  12      - 4,107,326.209   494,200.739   MT  0.99960041   -0 02 21.8
 HN0716
 HN0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0716!SPC UT S     -   0.99976366  x   1.00001954  =   0.99978320
 HN0716!UTM  12      -   0.99976366  x   0.99960041  =   0.99936417
 HN0716
 HN0716:                Primary Azimuth Mark                     Grid Az
 HN0716:SPC UT S     -  ET U 41                                  152 39 12.9
 HN0716:UTM  12      -  ET U 41                                  152 57 33.6
 HN0716
 HN0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG9420007326(NAD 83)
 HN0716
 HN0716|---------------------------------------------------------------------|
 HN0716| PID    Reference Object                     Distance      Geod. Az  |
 HN0716|                                                           dddmmss.s |
 HN0716| HN0715 ET U 41                             APPROX. 2.7 KM 1525511.8 |
 HN0716|---------------------------------------------------------------------|
 HN0716
 HN0716                          SUPERSEDED SURVEY CONTROL
 HN0716
 HN0716  NAD 83(1992)-  37 06 44.08072(N)    111 03 54.98658(W) AD(       ) 3
 HN0716  NAD 83(1986)-  37 06 44.07789(N)    111 03 54.98619(W) AD(       ) 3
 HN0716  NAD 27      -  37 06 44.10686(N)    111 03 52.44682(W) AD(       ) 3
 HN0716  NGVD 29 (07/19/86) 1528.3    (m)         5014.     (f) VERT ANG       
 HN0716
 HN0716.Superseded values are not recommended for survey control.
 HN0716
 HN0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0716.See file dsdata.pdf to determine how the superseded data were derived.
 HN0716
 HN0716_MARKER: DD = SURVEY DISK
 HN0716_SETTING: 66 = SET IN ROCK OUTCROP
 HN0716_STAMPING: ET U 44 1959
 HN0716_MARK LOGO: USGS
 HN0716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0716+STABILITY: POSITION/ELEVATION WELL
 HN0716
 HN0716  HISTORY     - Date     Condition        Report By
 HN0716  HISTORY     - 1959     MONUMENTED       USGS
 HN0716
 HN0716                          STATION DESCRIPTION
 HN0716
 HN0716'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0716'LOCATED ABOUT 22 MI. NE. OF GLEN CANYON DAM, 13.5 MI. ALMOST DUE E.
 HN0716'OF THE ---CROSSING OF THE FATHERS--- ON THE COLORADO RIVER AND
 HN0716'4.8 MI. NE. OF WILDHORSE BAR, ON THE HIGHEST POINT AND TOWARDS THE
 HN0716'TIP OF THE SOUTHWESTERNMOST PROJECTION ON THE MESA JUST N. OF THE
 HN0716'RIVER.
 HN0716'
 HN0716'STATION REACHED BY HELICOPTER.
 HN0716'
 HN0716'STATION MARK--STANDARD TABLET, STAMPED ---ET U 44 1959---, CEMENTED
 HN0716'IN ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0706 ***********************************************************************
 HN0706  DESIGNATION -  ET U 45
 HN0706  PID         -  HN0706
 HN0706  STATE/COUNTY-  UT/KANE
 HN0706  COUNTRY     -  US
 HN0706  USGS QUAD   -  NAVAJO POINT (2017)
 HN0706
 HN0706                         *CURRENT SURVEY CONTROL
 HN0706  ______________________________________________________________________
 HN0706* NAD 83(1994) POSITION- 37 07 57.73875(N) 111 03 16.86076(W)   ADJUSTED
 HN0706* NAVD 88 ORTHO HEIGHT -  1626.2   (meters)     5335.    (feet) VERTCON3
 HN0706  ______________________________________________________________________
 HN0706  GEOID HEIGHT    -        -22.964 (meters)                     GEOID18
 HN0706  LAPLACE CORR    -          4.52  (seconds)                    DEFLEC18
 HN0706  HORZ ORDER      -  THIRD
 HN0706
 HN0706.The horizontal coordinates were established by classical geodetic methods
 HN0706.and adjusted by the National Geodetic Survey in November 1997.
 HN0706
 HN0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0706
 HN0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0706.GEOID18 height accuracy estimate available here.
 HN0706
 HN0706.Click photographs - Photos may exist for this station.
 HN0706
 HN0706.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0706
 HN0706. The following values were computed from the NAD 83(1994) position.
 HN0706
 HN0706;                    North         East     Units Scale Factor Converg.
 HN0706;SPC UT S     - 3,051,816.931   539,569.831   MT  1.00001546   +0 16 22.2
 HN0706;SPC UT S     -10,012,502.71  1,770,238.69   sFT  1.00001546   +0 16 22.2
 HN0706;UTM  12      - 4,109,595.355   495,142.942   MT  0.99960029   -0 01 58.8
 HN0706
 HN0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0706!SPC UT S     -   0.99974846  x   1.00001546  =   0.99976392
 HN0706!UTM  12      -   0.99974846  x   0.99960029  =   0.99934885
 HN0706
 HN0706:                Primary Azimuth Mark                     Grid Az
 HN0706:SPC UT S     -  ET U 46                                  099 51 09.7
 HN0706:UTM  12      -  ET U 46                                  100 09 30.7
 HN0706
 HN0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG9514209595(NAD 83)
 HN0706
 HN0706|---------------------------------------------------------------------|
 HN0706| PID    Reference Object                     Distance      Geod. Az  |
 HN0706|                                                           dddmmss.s |
 HN0706| HN0705 ET U 46                             APPROX. 1.6 KM 1000731.9 |
 HN0706|---------------------------------------------------------------------|
 HN0706
 HN0706                          SUPERSEDED SURVEY CONTROL
 HN0706
 HN0706  NAD 83(1992)-  37 07 57.73661(N)    111 03 16.86078(W) AD(       ) 3
 HN0706  NAD 83(1986)-  37 07 57.73402(N)    111 03 16.86054(W) AD(       ) 3
 HN0706  NAD 27      -  37 07 57.76406(N)    111 03 14.32164(W) AD(       ) 3
 HN0706  NGVD 29 (07/19/86) 1625.2    (m)         5332.     (f) VERT ANG       
 HN0706
 HN0706.Superseded values are not recommended for survey control.
 HN0706
 HN0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0706.See file dsdata.pdf to determine how the superseded data were derived.
 HN0706
 HN0706_MARKER: DD = SURVEY DISK
 HN0706_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HN0706_STAMPING: ET U 45 1959
 HN0706_MARK LOGO: USGS
 HN0706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0706
 HN0706  HISTORY     - Date     Condition        Report By
 HN0706  HISTORY     - 1959     MONUMENTED       USGS
 HN0706
 HN0706                          STATION DESCRIPTION
 HN0706
 HN0706'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0706'LOCATED ABOUT 2.8 MI. SW. OF NAVAJO POINT, 2.3 MI. N. OF COLORADO
 HN0706'RIVER, ON TOP OF LONE BUTTE.
 HN0706'
 HN0706'STATION MARK--STANDARD TABLET, STAMPED ---ET U 45 1959---.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0705 ***********************************************************************
 HN0705  DESIGNATION -  ET U 46
 HN0705  PID         -  HN0705
 HN0705  STATE/COUNTY-  UT/KANE
 HN0705  COUNTRY     -  US
 HN0705  USGS QUAD   -  NAVAJO POINT (2017)
 HN0705
 HN0705                         *CURRENT SURVEY CONTROL
 HN0705  ______________________________________________________________________
 HN0705* NAD 83(1994) POSITION- 37 07 48.39351(N) 111 02 11.54048(W)   ADJUSTED
 HN0705* NAVD 88 ORTHO HEIGHT -  1630.0   (meters)     5348.    (feet) VERTCON3
 HN0705  ______________________________________________________________________
 HN0705  GEOID HEIGHT    -        -22.950 (meters)                     GEOID18
 HN0705  LAPLACE CORR    -          1.30  (seconds)                    DEFLEC18
 HN0705  HORZ ORDER      -  THIRD
 HN0705
 HN0705.The horizontal coordinates were established by classical geodetic methods
 HN0705.and adjusted by the National Geodetic Survey in November 1997.
 HN0705
 HN0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0705
 HN0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0705.GEOID18 height accuracy estimate available here.
 HN0705
 HN0705.Click photographs - Photos may exist for this station.
 HN0705
 HN0705.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0705
 HN0705. The following values were computed from the NAD 83(1994) position.
 HN0705
 HN0705;                    North         East     Units Scale Factor Converg.
 HN0705;SPC UT S     - 3,051,536.671   541,183.528   MT  1.00001597   +0 17 02.2
 HN0705;SPC UT S     -10,011,583.23  1,775,532.96   sFT  1.00001597   +0 17 02.2
 HN0705;UTM  12      - 4,109,306.602   496,754.449   MT  0.99960013   -0 01 19.4
 HN0705
 HN0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0705!SPC UT S     -   0.99974786  x   1.00001597  =   0.99976383
 HN0705!UTM  12      -   0.99974786  x   0.99960013  =   0.99934810
 HN0705
 HN0705:                Primary Azimuth Mark                     Grid Az
 HN0705:SPC UT S     -  ET U 45                                  279 51 09.2
 HN0705:UTM  12      -  ET U 45                                  280 09 30.8
 HN0705
 HN0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG9675409306(NAD 83)
 HN0705
 HN0705|---------------------------------------------------------------------|
 HN0705| PID    Reference Object                     Distance      Geod. Az  |
 HN0705|                                                           dddmmss.s |
 HN0705| HN0706 ET U 45                             APPROX. 1.6 KM 2800811.4 |
 HN0705|---------------------------------------------------------------------|
 HN0705
 HN0705                          SUPERSEDED SURVEY CONTROL
 HN0705
 HN0705  NAD 83(1992)-  37 07 48.39120(N)    111 02 11.54043(W) AD(       ) 3
 HN0705  NAD 83(1986)-  37 07 48.38882(N)    111 02 11.54009(W) AD(       ) 3
 HN0705  NAD 27      -  37 07 48.41723(N)    111 02 09.00164(W) AD(       ) 3
 HN0705  NGVD 29 (07/19/86) 1629.0    (m)         5344.     (f) VERT ANG       
 HN0705
 HN0705.Superseded values are not recommended for survey control.
 HN0705
 HN0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0705.See file dsdata.pdf to determine how the superseded data were derived.
 HN0705
 HN0705_MARKER: DD = SURVEY DISK
 HN0705_SETTING: 66 = SET IN ROCK OUTCROP
 HN0705_STAMPING: ET U 46 1959
 HN0705_MARK LOGO: USGS
 HN0705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0705+STABILITY: POSITION/ELEVATION WELL
 HN0705
 HN0705  HISTORY     - Date     Condition        Report By
 HN0705  HISTORY     - 1959     MONUMENTED       USGS
 HN0705
 HN0705                          STATION DESCRIPTION
 HN0705
 HN0705'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0705'LOCATED ABOUT 2.2 MI. E-SE. OF NAVAJO POINT AND 1.5 MI. N. OF THE
 HN0705'COLORADO RIVER AND 1.3 MI. N. OF KLONDIKE BAR AT THE N. END OF A
 HN0705'SMALL BUTTE.
 HN0705'
 HN0705'STATION REACHED BY HELICOPTER.
 HN0705'
 HN0705'STATION MARK--STANDARD TABLET, STAMPED ---ET U 46 1959---, SET IN
 HN0705'SOLID SANDSTONE ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0745 ***********************************************************************
 HN0745  DESIGNATION -  ET U 47
 HN0745  PID         -  HN0745
 HN0745  STATE/COUNTY-  UT/KANE
 HN0745  COUNTRY     -  US
 HN0745  USGS QUAD   -  SIT DOWN BENCH (2017)
 HN0745
 HN0745                         *CURRENT SURVEY CONTROL
 HN0745  ______________________________________________________________________
 HN0745* NAD 83(1994) POSITION- 37 13 55.90260(N) 111 17 10.14899(W)   ADJUSTED
 HN0745* NAVD 88 ORTHO HEIGHT -  1279.3   (meters)     4197.    (feet) VERTCON3
 HN0745  ______________________________________________________________________
 HN0745  GEOID HEIGHT    -        -22.870 (meters)                     GEOID18
 HN0745  LAPLACE CORR    -          0.82  (seconds)                    DEFLEC18
 HN0745  HORZ ORDER      -  THIRD
 HN0745
 HN0745.The horizontal coordinates were established by classical geodetic methods
 HN0745.and adjusted by the National Geodetic Survey in November 1997.
 HN0745
 HN0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0745
 HN0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0745.GEOID18 height accuracy estimate available here.
 HN0745
 HN0745.Click photographs - Photos may exist for this station.
 HN0745
 HN0745.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0745
 HN0745. The following values were computed from the NAD 83(1994) position.
 HN0745
 HN0745;                    North         East     Units Scale Factor Converg.
 HN0745;SPC UT S     - 3,062,785.983   518,976.820   MT  0.99999737   +0 07 51.7
 HN0745;SPC UT S     -10,048,490.35  1,702,676.45   sFT  0.99999737   +0 07 51.7
 HN0745;UTM  12      - 4,120,669.392   474,616.877   MT  0.99960794   -0 10 23.3
 HN0745
 HN0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0745!SPC UT S     -   0.99980287  x   0.99999737  =   0.99980024
 HN0745!UTM  12      -   0.99980287  x   0.99960794  =   0.99941089
 HN0745
 HN0745:                Primary Azimuth Mark                     Grid Az
 HN0745:SPC UT S     -  ET U 48                                  245 58 05.4
 HN0745:UTM  12      -  ET U 48                                  246 16 20.4
 HN0745
 HN0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG7461620669(NAD 83)
 HN0745
 HN0745|---------------------------------------------------------------------|
 HN0745| PID    Reference Object                     Distance      Geod. Az  |
 HN0745|                                                           dddmmss.s |
 HN0745| HN0747 ET U 48                             APPROX. 3.4 KM 2460557.1 |
 HN0745|---------------------------------------------------------------------|
 HN0745
 HN0745                          SUPERSEDED SURVEY CONTROL
 HN0745
 HN0745  NAD 83(1992)-  37 13 55.90097(N)    111 17 10.14939(W) AD(       ) 3
 HN0745  NAD 83(1986)-  37 13 55.89746(N)    111 17 10.14988(W) AD(       ) 3
 HN0745  NAD 27      -  37 13 55.93843(N)    111 17 07.58904(W) AD(       ) 3
 HN0745  NGVD 29 (07/19/86) 1278.3    (m)         4194.     (f) VERT ANG       
 HN0745
 HN0745.Superseded values are not recommended for survey control.
 HN0745
 HN0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0745.See file dsdata.pdf to determine how the superseded data were derived.
 HN0745
 HN0745_MARKER: DD = SURVEY DISK
 HN0745_SETTING: 66 = SET IN ROCK OUTCROP
 HN0745_STAMPING: ET U 47 1959
 HN0745_MARK LOGO: USGS
 HN0745_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0745+STABILITY: POSITION/ELEVATION WELL
 HN0745
 HN0745  HISTORY     - Date     Condition        Report By
 HN0745  HISTORY     - 1959     MONUMENTED       USGS
 HN0745
 HN0745                          STATION DESCRIPTION
 HN0745
 HN0745'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0745'LOCATED ABOUT 10.7 MI. N. OF THE ---CROSSING OF THE FATHERS--- ON
 HN0745'THE COLORADO RIVER, ABOUT 200 FT. W. OF LITTLE VALLEY CANYON, ON A
 HN0745'LOW ROCKY POINT.
 HN0745'
 HN0745'STATION REACHED BY HELICOPTER.
 HN0745'
 HN0745'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 47 1959---,
 HN0745'CEMENTED IN DRILL HOLE IN SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0747 ***********************************************************************
 HN0747  DESIGNATION -  ET U 48
 HN0747  PID         -  HN0747
 HN0747  STATE/COUNTY-  UT/KANE
 HN0747  COUNTRY     -  US
 HN0747  USGS QUAD   -  SIT DOWN BENCH (2017)
 HN0747
 HN0747                         *CURRENT SURVEY CONTROL
 HN0747  ______________________________________________________________________
 HN0747* NAD 83(1994) POSITION- 37 13 11.20936(N) 111 19 16.20521(W)   ADJUSTED
 HN0747* NAVD 88 ORTHO HEIGHT -  1280.3   (meters)     4200.    (feet) VERTCON3
 HN0747  ______________________________________________________________________
 HN0747  GEOID HEIGHT    -        -22.929 (meters)                     GEOID18
 HN0747  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 HN0747  HORZ ORDER      -  THIRD
 HN0747
 HN0747.The horizontal coordinates were established by classical geodetic methods
 HN0747.and adjusted by the National Geodetic Survey in November 1997.
 HN0747
 HN0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0747
 HN0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0747.GEOID18 height accuracy estimate available here.
 HN0747
 HN0747.Click photographs - Photos may exist for this station.
 HN0747
 HN0747.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0747
 HN0747. The following values were computed from the NAD 83(1994) position.
 HN0747
 HN0747;                    North         East     Units Scale Factor Converg.
 HN0747;SPC UT S     - 3,061,401.647   515,872.174   MT  0.99999947   +0 06 34.4
 HN0747;SPC UT S     -10,043,948.57  1,692,490.62   sFT  0.99999947   +0 06 34.4
 HN0747;UTM  12      - 4,119,302.081   471,506.142   MT  0.99961000   -0 11 39.4
 HN0747
 HN0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0747!SPC UT S     -   0.99980273  x   0.99999947  =   0.99980220
 HN0747!UTM  12      -   0.99980273  x   0.99961000  =   0.99941280
 HN0747
 HN0747:                Primary Azimuth Mark                     Grid Az
 HN0747:SPC UT S     -  ET U 47                                  065 58 06.4
 HN0747:UTM  12      -  ET U 47                                  066 16 20.2
 HN0747
 HN0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG7150619302(NAD 83)
 HN0747
 HN0747|---------------------------------------------------------------------|
 HN0747| PID    Reference Object                     Distance      Geod. Az  |
 HN0747|                                                           dddmmss.s |
 HN0747| HN0745 ET U 47                             APPROX. 3.4 KM 0660440.8 |
 HN0747|---------------------------------------------------------------------|
 HN0747
 HN0747                          SUPERSEDED SURVEY CONTROL
 HN0747
 HN0747  NAD 83(1992)-  37 13 11.20776(N)    111 19 16.20552(W) AD(       ) 3
 HN0747  NAD 83(1986)-  37 13 11.20425(N)    111 19 16.20595(W) AD(       ) 3
 HN0747  NAD 27      -  37 13 11.24549(N)    111 19 13.64109(W) AD(       ) 3
 HN0747  NGVD 29 (07/19/86) 1279.3    (m)         4197.     (f) VERT ANG       
 HN0747
 HN0747.Superseded values are not recommended for survey control.
 HN0747
 HN0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0747.See file dsdata.pdf to determine how the superseded data were derived.
 HN0747
 HN0747_MARKER: DD = SURVEY DISK
 HN0747_SETTING: 80 = SET IN A BOULDER
 HN0747_STAMPING: ET U 48 1959
 HN0747_MARK LOGO: USGS
 HN0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0747+STABILITY: SURFACE MOTION
 HN0747
 HN0747  HISTORY     - Date     Condition        Report By
 HN0747  HISTORY     - 1959     MONUMENTED       USGS
 HN0747
 HN0747                          STATION DESCRIPTION
 HN0747
 HN0747'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0747'LOCATED ABOUT 10.5 MI. NNW. OF THE ---CROSSING OF THE FATHERS---, 1.8
 HN0747'MI. NW. OF THE JUNCTION OF LITTLE VALLEY CANYON AND CROTON CANYON,
 HN0747'0.4 MI. W. OF CROTON CANYON, THE HIGHEST POINT OF A SMALL E-W. RIDGE
 HN0747'AT A POINT WHERE RIDGE BREAKS OFF SHARPLY TO E.
 HN0747'
 HN0747'STATION REACHED BY HELICOPTER.
 HN0747'
 HN0747'STATION MARK--STANDARD TABLET, STAMPED ---ET U 48 1959---, CEMENTED
 HN0747'IN DRILL HOLE IN TOP OF BURIED BOULDER PROJECTING 0.2 FT. ABOVE
 HN0747'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0746 ***********************************************************************
 HN0746  DESIGNATION -  ET U 49
 HN0746  PID         -  HN0746
 HN0746  STATE/COUNTY-  UT/KANE
 HN0746  COUNTRY     -  US
 HN0746  USGS QUAD   -  SIT DOWN BENCH (2017)
 HN0746
 HN0746                         *CURRENT SURVEY CONTROL
 HN0746  ______________________________________________________________________
 HN0746* NAD 83(1994) POSITION- 37 10 54.03886(N) 111 18 30.42457(W)   ADJUSTED
 HN0746* NAVD 88 ORTHO HEIGHT -  1284.3   (meters)     4214.    (feet) VERTCON3
 HN0746  ______________________________________________________________________
 HN0746  GEOID HEIGHT    -        -23.069 (meters)                     GEOID18
 HN0746  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 HN0746  HORZ ORDER      -  THIRD
 HN0746
 HN0746.The horizontal coordinates were established by classical geodetic methods
 HN0746.and adjusted by the National Geodetic Survey in November 1997.
 HN0746
 HN0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0746
 HN0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0746.GEOID18 height accuracy estimate available here.
 HN0746
 HN0746.Click photographs - Photos may exist for this station.
 HN0746
 HN0746.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0746
 HN0746. The following values were computed from the NAD 83(1994) position.
 HN0746
 HN0746;                    North         East     Units Scale Factor Converg.
 HN0746;SPC UT S     - 3,057,175.164   517,009.515   MT  1.00000618   +0 07 02.5
 HN0746;SPC UT S     -10,030,082.18  1,696,222.05   sFT  1.00000618   +0 07 02.5
 HN0746;UTM  12      - 4,115,071.291   472,620.618   MT  0.99960923   -0 11 11.1
 HN0746
 HN0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0746!SPC UT S     -   0.99980212  x   1.00000618  =   0.99980830
 HN0746!UTM  12      -   0.99980212  x   0.99960923  =   0.99941143
 HN0746
 HN0746:                Primary Azimuth Mark                     Grid Az
 HN0746:SPC UT S     -  ET U 48                                  344 56 18.7
 HN0746:UTM  12      -  ET U 48                                  345 14 32.3
 HN0746
 HN0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG7262015071(NAD 83)
 HN0746
 HN0746|---------------------------------------------------------------------|
 HN0746| PID    Reference Object                     Distance      Geod. Az  |
 HN0746|                                                           dddmmss.s |
 HN0746| HN0747 ET U 48                             APPROX. 4.4 KM 3450321.2 |
 HN0746|---------------------------------------------------------------------|
 HN0746
 HN0746                          SUPERSEDED SURVEY CONTROL
 HN0746
 HN0746  NAD 83(1992)-  37 10 54.03742(N)    111 18 30.42491(W) AD(       ) 3
 HN0746  NAD 83(1986)-  37 10 54.03370(N)    111 18 30.42522(W) AD(       ) 3
 HN0746  NAD 27      -  37 10 54.07404(N)    111 18 27.86348(W) AD(       ) 3
 HN0746  NGVD 29 (07/19/86) 1283.3    (m)         4210.     (f) VERT ANG       
 HN0746
 HN0746.Superseded values are not recommended for survey control.
 HN0746
 HN0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0746.See file dsdata.pdf to determine how the superseded data were derived.
 HN0746
 HN0746_MARKER: DD = SURVEY DISK
 HN0746_SETTING: 66 = SET IN ROCK OUTCROP
 HN0746_STAMPING: ET U 49 1959
 HN0746_MARK LOGO: USGS
 HN0746_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0746+STABILITY: POSITION/ELEVATION WELL
 HN0746
 HN0746  HISTORY     - Date     Condition        Report By
 HN0746  HISTORY     - 1959     MONUMENTED       USGS
 HN0746
 HN0746                          STATION DESCRIPTION
 HN0746
 HN0746'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0746'LOCATED ABOUT 19.5 MI. FROM GLEN CANYON DAM, 8 MI. N. OF THE
 HN0746'---CROSSING OF THE FATHERS--- ON THE COLORADO RIVER, ON THE PLATEAU
 HN0746'BETWEEN LITTLE VALLEY CANYON AND LAST CHANCE CREEK, ABOUT 1 MI. N.
 HN0746'OF THE JUNCTION OF THE CANYONS.
 HN0746'
 HN0746'STATION REACHED BY HELICOPTER.
 HN0746'
 HN0746'STATION MARK--STANDARD TABLET, STAMPED ---ET U 49 1959---, CEMENTED
 HN0746'IN ROCKY OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0788 ***********************************************************************
 HN0788  DESIGNATION -  ET U 5
 HN0788  PID         -  HN0788
 HN0788  STATE/COUNTY-  UT/KANE
 HN0788  COUNTRY     -  US
 HN0788  USGS QUAD   -  LONE ROCK (2017)
 HN0788
 HN0788                         *CURRENT SURVEY CONTROL
 HN0788  ______________________________________________________________________
 HN0788* NAD 83(1994) POSITION- 37 01 50.79154(N) 111 32 20.20471(W)   ADJUSTED
 HN0788* NAVD 88 ORTHO HEIGHT -  1139.3   (meters)     3738.    (feet) VERTCON3
 HN0788  ______________________________________________________________________
 HN0788  GEOID HEIGHT    -        -23.415 (meters)                     GEOID18
 HN0788  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 HN0788  HORZ ORDER      -  THIRD
 HN0788
 HN0788.The horizontal coordinates were established by classical geodetic methods
 HN0788.and adjusted by the National Geodetic Survey in November 1997.
 HN0788
 HN0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0788
 HN0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0788.GEOID18 height accuracy estimate available here.
 HN0788
 HN0788.Click photographs - Photos may exist for this station.
 HN0788
 HN0788.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0788
 HN0788. The following values were computed from the NAD 83(1994) position.
 HN0788
 HN0788;                    North         East     Units Scale Factor Converg.
 HN0788;SPC UT S     - 3,040,411.060   496,534.643   MT  1.00003707   -0 01 25.9
 HN0788;SPC UT S     - 9,975,081.95  1,629,047.41   sFT  1.00003707   -0 01 25.9
 HN0788;UTM  12      - 4,098,422.172   452,065.864   MT  0.99962830   -0 19 28.5
 HN0788
 HN0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0788!SPC UT S     -   0.99982492  x   1.00003707  =   0.99986198
 HN0788!UTM  12      -   0.99982492  x   0.99962830  =   0.99945328
 HN0788
 HN0788:                Primary Azimuth Mark                     Grid Az
 HN0788:SPC UT S     -  ET U 4                                   243 51 00.0
 HN0788:UTM  12      -  ET U 4                                   244 09 02.6
 HN0788
 HN0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5206598422(NAD 83)
 HN0788
 HN0788|---------------------------------------------------------------------|
 HN0788| PID    Reference Object                     Distance      Geod. Az  |
 HN0788|                                                           dddmmss.s |
 HN0788| HN0789 ET U 4                              APPROX. 3.6 KM 2434934.1 |
 HN0788|---------------------------------------------------------------------|
 HN0788
 HN0788                          SUPERSEDED SURVEY CONTROL
 HN0788
 HN0788  NAD 83(1992)-  37 01 50.79137(N)    111 32 20.20465(W) AD(       ) 3
 HN0788  NAD 83(1986)-  37 01 50.78705(N)    111 32 20.20573(W) AD(       ) 3
 HN0788  NAD 27      -  37 01 50.83173(N)    111 32 17.62543(W) AD(       ) 3
 HN0788  NGVD 29 (07/19/86) 1138.4    (m)         3735.     (f) VERT ANG       
 HN0788
 HN0788.Superseded values are not recommended for survey control.
 HN0788
 HN0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0788.See file dsdata.pdf to determine how the superseded data were derived.
 HN0788
 HN0788_MARKER: DD = SURVEY DISK
 HN0788_SETTING: 66 = SET IN ROCK OUTCROP
 HN0788_STAMPING: ET U 5 1959
 HN0788_MARK LOGO: USGS
 HN0788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0788+STABILITY: POSITION/ELEVATION WELL
 HN0788
 HN0788  HISTORY     - Date     Condition        Report By
 HN0788  HISTORY     - 1959     MONUMENTED       USGS
 HN0788
 HN0788                          STATION DESCRIPTION
 HN0788
 HN0788'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0788'LOCATED ABOUT 6.0 MI. NW. OF THE CONFLUENCE OF WAHWEAP CREEK AND ABOUT
 HN0788'1000 FT. NW. OF LONE ROCK, ON THE POINT OF A LOW, GREY SANDSTONE TOP
 HN0788'ABOUT 3720 FT. ELEVATION AND IN THE NW. CORNER OF SEC. 36, T 43 S,
 HN0788'R 8 E.
 HN0788'
 HN0788'STATION REACHED BY HELICOPTER.
 HN0788'
 HN0788'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 5 1959---,
 HN0788'CEMENTED IN DRILL HOLE IN SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0750 ***********************************************************************
 HN0750  DESIGNATION -  ET U 50
 HN0750  PID         -  HN0750
 HN0750  STATE/COUNTY-  UT/KANE
 HN0750  COUNTRY     -  US
 HN0750  USGS QUAD   -  SIT DOWN BENCH (2017)
 HN0750
 HN0750                         *CURRENT SURVEY CONTROL
 HN0750  ______________________________________________________________________
 HN0750* NAD 83(1994) POSITION- 37 11 38.41409(N) 111 21 19.91542(W)   ADJUSTED
 HN0750* NAVD 88 ORTHO HEIGHT -  1299.1   (meters)     4262.    (feet) VERTCON3
 HN0750  ______________________________________________________________________
 HN0750  GEOID HEIGHT    -        -23.023 (meters)                     GEOID18
 HN0750  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 HN0750  HORZ ORDER      -  THIRD
 HN0750
 HN0750.The horizontal coordinates were established by classical geodetic methods
 HN0750.and adjusted by the National Geodetic Survey in November 1997.
 HN0750
 HN0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0750
 HN0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0750.GEOID18 height accuracy estimate available here.
 HN0750
 HN0750.Click photographs - Photos may exist for this station.
 HN0750
 HN0750.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0750
 HN0750. The following values were computed from the NAD 83(1994) position.
 HN0750
 HN0750;                    North         East     Units Scale Factor Converg.
 HN0750;SPC UT S     - 3,058,535.663   512,826.634   MT  1.00000396   +0 05 18.6
 HN0750;SPC UT S     -10,034,545.75  1,682,498.72   sFT  1.00000396   +0 05 18.6
 HN0750;UTM  12      - 4,116,453.389   468,446.652   MT  0.99961226   -0 12 53.7
 HN0750
 HN0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0750!SPC UT S     -   0.99979979  x   1.00000396  =   0.99980375
 HN0750!UTM  12      -   0.99979979  x   0.99961226  =   0.99941213
 HN0750
 HN0750:                Primary Azimuth Mark                     Grid Az
 HN0750:SPC UT S     -  ET U 51                                  207 42 37.9
 HN0750:UTM  12      -  ET U 51                                  208 00 50.2
 HN0750
 HN0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG6844616453(NAD 83)
 HN0750
 HN0750|---------------------------------------------------------------------|
 HN0750| PID    Reference Object                     Distance      Geod. Az  |
 HN0750|                                                           dddmmss.s |
 HN0750| HN0751 ET U 51                             APPROX. 2.8 KM 2074756.5 |
 HN0750|---------------------------------------------------------------------|
 HN0750
 HN0750                          SUPERSEDED SURVEY CONTROL
 HN0750
 HN0750  NAD 83(1992)-  37 11 38.41270(N)    111 21 19.91577(W) AD(       ) 3
 HN0750  NAD 83(1986)-  37 11 38.40898(N)    111 21 19.91613(W) AD(       ) 3
 HN0750  NAD 27      -  37 11 38.45171(N)    111 21 17.34941(W) AD(       ) 3
 HN0750  NGVD 29 (07/19/86) 1298.1    (m)         4259.     (f) VERT ANG       
 HN0750
 HN0750.Superseded values are not recommended for survey control.
 HN0750
 HN0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0750.See file dsdata.pdf to determine how the superseded data were derived.
 HN0750
 HN0750_MARKER: DD = SURVEY DISK
 HN0750_SETTING: 66 = SET IN ROCK OUTCROP
 HN0750_STAMPING: ET U 50 1959
 HN0750_MARK LOGO: USGS
 HN0750_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0750+STABILITY: POSITION/ELEVATION WELL
 HN0750
 HN0750  HISTORY     - Date     Condition        Report By
 HN0750  HISTORY     - 1959     MONUMENTED       USGS
 HN0750
 HN0750                          STATION DESCRIPTION
 HN0750
 HN0750'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0750'LOCATED ABOUT 9.5 MI. N. OF GUNSIGHT BUTTE, 9 MI. NNW. OF THE
 HN0750'---CROSSING OF THE FATHERS---, 1 MI. NE. OF LARGE DRAIN LOCALLY
 HN0750'CALLED LAST CHANCE CREEK, ON A SMALL GREY TOP AT THE N. END OF A
 HN0750'SMALL RED RIDGE RUNNING S. FROM MAIN MOUNTAIN.
 HN0750'
 HN0750'STATION REACHED BY HELICOPTER.
 HN0750'
 HN0750'STATION MARK--STANDARD TABLET, STAMPED ---ET U 50 1959---, CEMENTED
 HN0750'IN NATURAL ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0751 ***********************************************************************
 HN0751  DESIGNATION -  ET U 51
 HN0751  PID         -  HN0751
 HN0751  STATE/COUNTY-  UT/KANE
 HN0751  COUNTRY     -  US
 HN0751  USGS QUAD   -  SIT DOWN BENCH (2017)
 HN0751
 HN0751                         *CURRENT SURVEY CONTROL
 HN0751  ______________________________________________________________________
 HN0751* NAD 83(1994) POSITION- 37 10 16.90770(N) 111 22 13.61168(W)   ADJUSTED
 HN0751* NAVD 88 ORTHO HEIGHT -  1302.5   (meters)     4273.    (feet) VERTCON3
 HN0751  ______________________________________________________________________
 HN0751  GEOID HEIGHT    -        -23.101 (meters)                     GEOID18
 HN0751  LAPLACE CORR    -         -4.01  (seconds)                    DEFLEC18
 HN0751  HORZ ORDER      -  THIRD
 HN0751
 HN0751.The horizontal coordinates were established by classical geodetic methods
 HN0751.and adjusted by the National Geodetic Survey in November 1997.
 HN0751
 HN0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0751
 HN0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0751.GEOID18 height accuracy estimate available here.
 HN0751
 HN0751.Click photographs - Photos may exist for this station.
 HN0751
 HN0751.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0751
 HN0751. The following values were computed from the NAD 83(1994) position.
 HN0751
 HN0751;                    North         East     Units Scale Factor Converg.
 HN0751;SPC UT S     - 3,056,021.025   511,505.827   MT  1.00000808   +0 04 45.8
 HN0751;SPC UT S     -10,026,295.65  1,678,165.37   sFT  1.00000808   +0 04 45.8
 HN0751;UTM  12      - 4,113,946.765   467,113.075   MT  0.99961332   -0 13 25.8
 HN0751
 HN0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0751!SPC UT S     -   0.99979927  x   1.00000808  =   0.99980734
 HN0751!UTM  12      -   0.99979927  x   0.99961332  =   0.99941266
 HN0751
 HN0751:                Primary Azimuth Mark                     Grid Az
 HN0751:SPC UT S     -  ET U 50                                  027 42 38.3
 HN0751:UTM  12      -  ET U 50                                  028 00 49.9
 HN0751
 HN0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG6711313946(NAD 83)
 HN0751
 HN0751|---------------------------------------------------------------------|
 HN0751| PID    Reference Object                     Distance      Geod. Az  |
 HN0751|                                                           dddmmss.s |
 HN0751| HN0750 ET U 50                             APPROX. 2.8 KM 0274724.1 |
 HN0751|---------------------------------------------------------------------|
 HN0751
 HN0751                          SUPERSEDED SURVEY CONTROL
 HN0751
 HN0751  NAD 83(1992)-  37 10 16.90638(N)    111 22 13.61200(W) AD(       ) 3
 HN0751  NAD 83(1986)-  37 10 16.90259(N)    111 22 13.61245(W) AD(       ) 3
 HN0751  NAD 27      -  37 10 16.94482(N)    111 22 11.04478(W) AD(       ) 3
 HN0751  NGVD 29 (07/19/86) 1301.5    (m)         4270.     (f) VERT ANG       
 HN0751
 HN0751.Superseded values are not recommended for survey control.
 HN0751
 HN0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0751.See file dsdata.pdf to determine how the superseded data were derived.
 HN0751
 HN0751_MARKER: DD = SURVEY DISK
 HN0751_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0751_STAMPING: ET U 51 1959
 HN0751_MARK LOGO: USGS
 HN0751_MAGNETIC: P = MARKER IS A STEEL PIPE
 HN0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0751
 HN0751  HISTORY     - Date     Condition        Report By
 HN0751  HISTORY     - 1959     MONUMENTED       USGS
 HN0751
 HN0751                          STATION DESCRIPTION
 HN0751
 HN0751'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0751'LOCATED ABOUT 8 MI. NW. OF THE ---CROSSING OF THE FATHERS---, 0.7 MI.
 HN0751'SW. OF LAST CHANCE CREEK, ON A LOW CLAY HILL IN T 42 S, R 5 E
 HN0751'(UNSURVEYED).
 HN0751'
 HN0751'STATION REACHED BY HELICOPTER.
 HN0751'
 HN0751'STATION MARK--STANDARD TABLET, STAMPED ---ET U 51 1959---, BRAZED TO
 HN0751'TOP OF PIPE PROJECTING 1 FT. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0749 ***********************************************************************
 HN0749  DESIGNATION -  ET U 52
 HN0749  PID         -  HN0749
 HN0749  STATE/COUNTY-  UT/KANE
 HN0749  COUNTRY     -  US
 HN0749  USGS QUAD   -  SIT DOWN BENCH (2017)
 HN0749
 HN0749                         *CURRENT SURVEY CONTROL
 HN0749  ______________________________________________________________________
 HN0749* NAD 83(1994) POSITION- 37 09 34.30729(N) 111 20 12.96145(W)   ADJUSTED
 HN0749* NAVD 88 ORTHO HEIGHT -  1252.8   (meters)     4110.    (feet) VERTCON3
 HN0749  ______________________________________________________________________
 HN0749  GEOID HEIGHT    -        -23.138 (meters)                     GEOID18
 HN0749  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 HN0749  HORZ ORDER      -  THIRD
 HN0749
 HN0749.The horizontal coordinates were established by classical geodetic methods
 HN0749.and adjusted by the National Geodetic Survey in November 1997.
 HN0749
 HN0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0749
 HN0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0749.GEOID18 height accuracy estimate available here.
 HN0749
 HN0749.Click photographs - Photos may exist for this station.
 HN0749
 HN0749.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0749
 HN0749. The following values were computed from the NAD 83(1994) position.
 HN0749
 HN0749;                    North         East     Units Scale Factor Converg.
 HN0749;SPC UT S     - 3,054,712.387   514,484.562   MT  1.00001029   +0 05 59.7
 HN0749;SPC UT S     -10,022,002.22  1,687,938.10   sFT  1.00001029   +0 05 59.7
 HN0749;UTM  12      - 4,112,622.902   470,083.662   MT  0.99961102   -0 12 12.7
 HN0749
 HN0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0749!SPC UT S     -   0.99980707  x   1.00001029  =   0.99981735
 HN0749!UTM  12      -   0.99980707  x   0.99961102  =   0.99941816
 HN0749
 HN0749:                Primary Azimuth Mark                     Grid Az
 HN0749:SPC UT S     -  ET U 53                                  148 40 44.5
 HN0749:UTM  12      -  ET U 53                                  148 58 56.9
 HN0749
 HN0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG7008312622(NAD 83)
 HN0749
 HN0749|---------------------------------------------------------------------|
 HN0749| PID    Reference Object                     Distance      Geod. Az  |
 HN0749|                                                           dddmmss.s |
 HN0749| HN0748 ET U 53                             APPROX. 2.1 KM 1484644.2 |
 HN0749|---------------------------------------------------------------------|
 HN0749
 HN0749                          SUPERSEDED SURVEY CONTROL
 HN0749
 HN0749  NAD 83(1992)-  37 09 34.30599(N)    111 20 12.96181(W) AD(       ) 3
 HN0749  NAD 83(1986)-  37 09 34.30210(N)    111 20 12.96224(W) AD(       ) 3
 HN0749  NAD 27      -  37 09 34.34306(N)    111 20 10.39885(W) AD(       ) 3
 HN0749  NGVD 29 (07/19/86) 1251.8    (m)         4107.     (f) VERT ANG       
 HN0749
 HN0749.Superseded values are not recommended for survey control.
 HN0749
 HN0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0749.See file dsdata.pdf to determine how the superseded data were derived.
 HN0749
 HN0749_MARKER: DD = SURVEY DISK
 HN0749_SETTING: 66 = SET IN ROCK OUTCROP
 HN0749_STAMPING: ET U 52 1959
 HN0749_MARK LOGO: USGS
 HN0749_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0749+STABILITY: POSITION/ELEVATION WELL
 HN0749
 HN0749  HISTORY     - Date     Condition        Report By
 HN0749  HISTORY     - 1959     MONUMENTED       USGS
 HN0749
 HN0749                          STATION DESCRIPTION
 HN0749
 HN0749'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0749'LOCATED ABOUT 6.7 MI. NNW. OF THE ---CROSSING OF THE FATHERS--- ON
 HN0749'THE COLORADO RIVER, 0.3 MI. S. OF LAST CHANCE CREEK, IN A FLAT, SANDY
 HN0749'AREA ABOUT 500 FT. E. OF A SMALL DRAIN.
 HN0749'
 HN0749'STATION REACHED BY HELICOPTER.
 HN0749'
 HN0749'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 52 1959---,
 HN0749'CEMENTED IN DRILL HOLE IN SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0748 ***********************************************************************
 HN0748  DESIGNATION -  ET U 53
 HN0748  PID         -  HN0748
 HN0748  STATE/COUNTY-  UT/KANE
 HN0748  COUNTRY     -  US
 HN0748  USGS QUAD   -  SIT DOWN BENCH (2017)
 HN0748
 HN0748                         *CURRENT SURVEY CONTROL
 HN0748  ______________________________________________________________________
 HN0748* NAD 83(1994) POSITION- 37 08 34.89449(N) 111 19 27.97939(W)   ADJUSTED
 HN0748* NAVD 88 ORTHO HEIGHT -  1353.2   (meters)     4440.    (feet) VERTCON3
 HN0748  ______________________________________________________________________
 HN0748  GEOID HEIGHT    -        -23.163 (meters)                     GEOID18
 HN0748  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 HN0748  HORZ ORDER      -  THIRD
 HN0748
 HN0748.The horizontal coordinates were established by classical geodetic methods
 HN0748.and adjusted by the National Geodetic Survey in November 1997.
 HN0748
 HN0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0748
 HN0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0748.GEOID18 height accuracy estimate available here.
 HN0748
 HN0748.Click photographs - Photos may exist for this station.
 HN0748
 HN0748.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0748
 HN0748. The following values were computed from the NAD 83(1994) position.
 HN0748
 HN0748;                    North         East     Units Scale Factor Converg.
 HN0748;SPC UT S     - 3,052,882.805   515,597.885   MT  1.00001344   +0 06 27.2
 HN0748;SPC UT S     -10,015,999.67  1,691,590.73   sFT  1.00001344   +0 06 27.2
 HN0748;UTM  12      - 4,110,788.186   471,186.836   MT  0.99961023   -0 11 45.2
 HN0748
 HN0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0748!SPC UT S     -   0.99979132  x   1.00001344  =   0.99980476
 HN0748!UTM  12      -   0.99979132  x   0.99961023  =   0.99940163
 HN0748
 HN0748:                Primary Azimuth Mark                     Grid Az
 HN0748:SPC UT S     -  ET U 52                                  328 40 44.2
 HN0748:UTM  12      -  ET U 52                                  328 58 56.6
 HN0748
 HN0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG7118610788(NAD 83)
 HN0748
 HN0748|---------------------------------------------------------------------|
 HN0748| PID    Reference Object                     Distance      Geod. Az  |
 HN0748|                                                           dddmmss.s |
 HN0748| HN0749 ET U 52                             APPROX. 2.1 KM 3284711.4 |
 HN0748|---------------------------------------------------------------------|
 HN0748
 HN0748                          SUPERSEDED SURVEY CONTROL
 HN0748
 HN0748  NAD 83(1992)-  37 08 34.89322(N)    111 19 27.97978(W) AD(       ) 3
 HN0748  NAD 83(1986)-  37 08 34.88930(N)    111 19 27.98030(W) AD(       ) 3
 HN0748  NAD 27      -  37 08 34.92948(N)    111 19 25.41919(W) AD(       ) 3
 HN0748  NGVD 29 (07/19/86) 1352.2    (m)         4436.     (f) VERT ANG       
 HN0748
 HN0748.Superseded values are not recommended for survey control.
 HN0748
 HN0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0748.See file dsdata.pdf to determine how the superseded data were derived.
 HN0748
 HN0748_MARKER: DD = SURVEY DISK
 HN0748_SETTING: 66 = SET IN ROCK OUTCROP
 HN0748_STAMPING: ET U 53 1959
 HN0748_MARK LOGO: USGS
 HN0748_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0748+STABILITY: POSITION/ELEVATION WELL
 HN0748
 HN0748  HISTORY     - Date     Condition        Report By
 HN0748  HISTORY     - 1959     MONUMENTED       USGS
 HN0748
 HN0748                          STATION DESCRIPTION
 HN0748
 HN0748'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0748'LOCATED ABOUT 5.5 MI. NNW. OF THE ---CROSSING OF THE FATHERS---, 1.9
 HN0748'MI. SW. OF THE JUNCTION OF LITTLE VALLEY CANYON AND LAST CHANCE CREEK,
 HN0748'ON THE E. END OF A LOW RIDGE.
 HN0748'
 HN0748'STATION REACHED BY HELICOPTER.
 HN0748'
 HN0748'STATION MARK--STANDARD TABLET, STAMPED ---ET U 53 1959---, CEMENTED
 HN0748'IN DRILL HOLE IN TOP OF SOLID ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0757 ***********************************************************************
 HN0757  DESIGNATION -  ET U 54
 HN0757  PID         -  HN0757
 HN0757  STATE/COUNTY-  UT/KANE
 HN0757  COUNTRY     -  US
 HN0757  USGS QUAD   -  GUNSIGHT BUTTE (2017)
 HN0757
 HN0757                         *CURRENT SURVEY CONTROL
 HN0757  ______________________________________________________________________
 HN0757* NAD 83(1994) POSITION- 37 07 29.54044(N) 111 18 50.85355(W)   ADJUSTED
 HN0757* NAVD 88 ORTHO HEIGHT -  1393.5   (meters)     4572.    (feet) VERTCON3
 HN0757  ______________________________________________________________________
 HN0757  GEOID HEIGHT    -        -23.200 (meters)                     GEOID18
 HN0757  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 HN0757  HORZ ORDER      -  THIRD
 HN0757
 HN0757.The horizontal coordinates were established by classical geodetic methods
 HN0757.and adjusted by the National Geodetic Survey in November 1997.
 HN0757
 HN0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0757
 HN0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0757.GEOID18 height accuracy estimate available here.
 HN0757
 HN0757.Click photographs - Photos may exist for this station.
 HN0757
 HN0757.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0757
 HN0757. The following values were computed from the NAD 83(1994) position.
 HN0757
 HN0757;                    North         East     Units Scale Factor Converg.
 HN0757;SPC UT S     - 3,050,869.826   516,518.132   MT  1.00001701   +0 06 50.0
 HN0757;SPC UT S     -10,009,395.42  1,694,609.90   sFT  1.00001701   +0 06 50.0
 HN0757;UTM  12      - 4,108,771.179   472,096.039   MT  0.99960959   -0 11 22.5
 HN0757
 HN0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0757!SPC UT S     -   0.99978501  x   1.00001701  =   0.99980201
 HN0757!UTM  12      -   0.99978501  x   0.99960959  =   0.99939468
 HN0757
 HN0757:                Primary Azimuth Mark                     Grid Az
 HN0757:SPC UT S     -  ET U 53                                  335 25 55.7
 HN0757:UTM  12      -  ET U 53                                  335 44 08.2
 HN0757
 HN0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG7209608771(NAD 83)
 HN0757
 HN0757|---------------------------------------------------------------------|
 HN0757| PID    Reference Object                     Distance      Geod. Az  |
 HN0757|                                                           dddmmss.s |
 HN0757| HN0748 ET U 53                             APPROX. 2.2 KM 3353245.7 |
 HN0757|---------------------------------------------------------------------|
 HN0757
 HN0757                          SUPERSEDED SURVEY CONTROL
 HN0757
 HN0757  NAD 83(1992)-  37 07 29.53922(N)    111 18 50.85401(W) AD(       ) 3
 HN0757  NAD 83(1986)-  37 07 29.53526(N)    111 18 50.85460(W) AD(       ) 3
 HN0757  NAD 27      -  37 07 29.57459(N)    111 18 48.29577(W) AD(       ) 3
 HN0757  NGVD 29 (07/19/86) 1392.5    (m)         4569.     (f) VERT ANG       
 HN0757
 HN0757.Superseded values are not recommended for survey control.
 HN0757
 HN0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0757.See file dsdata.pdf to determine how the superseded data were derived.
 HN0757
 HN0757_MARKER: DD = SURVEY DISK
 HN0757_SETTING: 66 = SET IN ROCK OUTCROP
 HN0757_STAMPING: ET U 54 1959
 HN0757_MARK LOGO: USGS
 HN0757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0757+STABILITY: POSITION/ELEVATION WELL
 HN0757
 HN0757  HISTORY     - Date     Condition        Report By
 HN0757  HISTORY     - 1959     MONUMENTED       USGS
 HN0757
 HN0757                          STATION DESCRIPTION
 HN0757
 HN0757'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0757'LOCATED ABOUT 16 MI. NE. OF GLEN CANYON DAM, 4 MI. NW. BY N. OF THE
 HN0757'---CROSSING OF THE FATHERS--- ON THE COLORADO RIVER, 2 MI. DUE W. OF
 HN0757'LAST CHANCE CREEK, ON A ROCKY PLATEAU.
 HN0757'
 HN0757'STATION REACHED BY HELICOPTER.
 HN0757'
 HN0757'STATION MARK--STANDARD TABLET, STAMPED ---ET U 54 1959---, CEMENTED
 HN0757'IN ROCKY OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0756 ***********************************************************************
 HN0756  DESIGNATION -  ET U 55
 HN0756  PID         -  HN0756
 HN0756  STATE/COUNTY-  UT/KANE
 HN0756  COUNTRY     -  US
 HN0756  USGS QUAD   -  GUNSIGHT BUTTE (2017)
 HN0756
 HN0756                         *CURRENT SURVEY CONTROL
 HN0756  ______________________________________________________________________
 HN0756* NAD 83(1994) POSITION- 37 06 45.58247(N) 111 16 58.12578(W)   ADJUSTED
 HN0756* NAVD 88 ORTHO HEIGHT -  1352.0   (meters)     4436.    (feet) VERTCON3
 HN0756  ______________________________________________________________________
 HN0756  GEOID HEIGHT    -        -23.231 (meters)                     GEOID18
 HN0756  LAPLACE CORR    -         -1.80  (seconds)                    DEFLEC18
 HN0756  HORZ ORDER      -  THIRD
 HN0756
 HN0756.The horizontal coordinates were established by classical geodetic methods
 HN0756.and adjusted by the National Geodetic Survey in November 1997.
 HN0756
 HN0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0756
 HN0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0756.GEOID18 height accuracy estimate available here.
 HN0756
 HN0756.Click photographs - Photos may exist for this station.
 HN0756
 HN0756.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0756
 HN0756. The following values were computed from the NAD 83(1994) position.
 HN0756
 HN0756;                    North         East     Units Scale Factor Converg.
 HN0756;SPC UT S     - 3,049,520.677   519,304.002   MT  1.00001946   +0 07 59.0
 HN0756;SPC UT S     -10,004,969.09  1,703,749.88   sFT  1.00001946   +0 07 59.0
 HN0756;UTM  12      - 4,107,407.846   474,873.583   MT  0.99960778   -0 10 14.3
 HN0756
 HN0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0756!SPC UT S     -   0.99979152  x   1.00001946  =   0.99981098
 HN0756!UTM  12      -   0.99979152  x   0.99960778  =   0.99939938
 HN0756
 HN0756:                Primary Azimuth Mark                     Grid Az
 HN0756:SPC UT S     -  ET U 54                                  295 50 23.9
 HN0756:UTM  12      -  ET U 54                                  296 08 37.2
 HN0756
 HN0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG7487307407(NAD 83)
 HN0756
 HN0756|---------------------------------------------------------------------|
 HN0756| PID    Reference Object                     Distance      Geod. Az  |
 HN0756|                                                           dddmmss.s |
 HN0756| HN0757 ET U 54                             APPROX. 3.1 KM 2955822.9 |
 HN0756|---------------------------------------------------------------------|
 HN0756
 HN0756                          SUPERSEDED SURVEY CONTROL
 HN0756
 HN0756  NAD 83(1992)-  37 06 45.58119(N)    111 16 58.12625(W) AD(       ) 3
 HN0756  NAD 83(1986)-  37 06 45.57712(N)    111 16 58.12677(W) AD(       ) 3
 HN0756  NAD 27      -  37 06 45.61461(N)    111 16 55.57200(W) AD(       ) 3
 HN0756  NGVD 29 (07/19/86) 1351.0    (m)         4432.     (f) VERT ANG       
 HN0756
 HN0756.Superseded values are not recommended for survey control.
 HN0756
 HN0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0756.See file dsdata.pdf to determine how the superseded data were derived.
 HN0756
 HN0756_MARKER: DD = SURVEY DISK
 HN0756_SETTING: 66 = SET IN ROCK OUTCROP
 HN0756_STAMPING: ET U 55 1959
 HN0756_MARK LOGO: USGS
 HN0756_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0756+STABILITY: POSITION/ELEVATION WELL
 HN0756
 HN0756  HISTORY     - Date     Condition        Report By
 HN0756  HISTORY     - 1959     MONUMENTED       USGS
 HN0756
 HN0756                          STATION DESCRIPTION
 HN0756
 HN0756'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0756'LOCATED ABOUT 16 MI. NE. OF GLEN CANYON DAM, 3.5 MI. NE. OF THE
 HN0756'---CROSSING OF THE FATHERS--- ON THE COLORADO RIVER, TOWARD THE NE.
 HN0756'END OF PROJECTION OF THE MESA OVERLOOKING LAST CHANCE CREEK CANYON.
 HN0756'
 HN0756'STATION REACHED BY HELICOPTER.
 HN0756'
 HN0756'STATION MARK--STANDARD TABLET, STAMPED ---ET U 55 1959---, CEMENTED
 HN0756'IN FLAT ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0744 ***********************************************************************
 HN0744  DESIGNATION -  ET U 56
 HN0744  PID         -  HN0744
 HN0744  STATE/COUNTY-  UT/KANE
 HN0744  COUNTRY     -  US
 HN0744  USGS QUAD   -  SIT DOWN BENCH (2017)
 HN0744
 HN0744                         *CURRENT SURVEY CONTROL
 HN0744  ______________________________________________________________________
 HN0744* NAD 83(1994) POSITION- 37 09 46.40654(N) 111 15 17.77320(W)   ADJUSTED
 HN0744* NAVD 88 ORTHO HEIGHT -  1353.3   (meters)     4440.    (feet) VERTCON3
 HN0744  ______________________________________________________________________
 HN0744  GEOID HEIGHT    -        -23.088 (meters)                     GEOID18
 HN0744  LAPLACE CORR    -          3.58  (seconds)                    DEFLEC18
 HN0744  HORZ ORDER      -  THIRD
 HN0744
 HN0744.The horizontal coordinates were established by classical geodetic methods
 HN0744.and adjusted by the National Geodetic Survey in November 1997.
 HN0744
 HN0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0744
 HN0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0744.GEOID18 height accuracy estimate available here.
 HN0744
 HN0744.Click photographs - Photos may exist for this station.
 HN0744
 HN0744.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0744
 HN0744. The following values were computed from the NAD 83(1994) position.
 HN0744
 HN0744;                    North         East     Units Scale Factor Converg.
 HN0744;SPC UT S     - 3,055,101.278   521,767.032   MT  1.00000966   +0 09 00.5
 HN0744;SPC UT S     -10,023,278.11  1,711,830.67   sFT  1.00000966   +0 09 00.5
 HN0744;UTM  12      - 4,112,973.034   477,365.167   MT  0.99960631   -0 09 14.4
 HN0744
 HN0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0744!SPC UT S     -   0.99979130  x   1.00000966  =   0.99980096
 HN0744!UTM  12      -   0.99979130  x   0.99960631  =   0.99939769
 HN0744
 HN0744:                Primary Azimuth Mark                     Grid Az
 HN0744:SPC UT S     -  ET U 26                                  153 21 22.7
 HN0744:UTM  12      -  ET U 26                                  153 39 37.6
 HN0744
 HN0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG7736512973(NAD 83)
 HN0744
 HN0744|---------------------------------------------------------------------|
 HN0744| PID    Reference Object                     Distance      Geod. Az  |
 HN0744|                                                           dddmmss.s |
 HN0744| HN0741 ET U 26                             APPROX. 2.7 KM 1533023.2 |
 HN0744|---------------------------------------------------------------------|
 HN0744
 HN0744                          SUPERSEDED SURVEY CONTROL
 HN0744
 HN0744  NAD 83(1992)-  37 09 46.40513(N)    111 15 17.77354(W) AD(       ) 3
 HN0744  NAD 83(1986)-  37 09 46.40122(N)    111 15 17.77354(W) AD(       ) 3
 HN0744  NAD 27      -  37 09 46.43965(N)    111 15 15.21836(W) AD(       ) 3
 HN0744  NGVD 29 (07/19/86) 1352.3    (m)         4437.     (f) VERT ANG       
 HN0744
 HN0744.Superseded values are not recommended for survey control.
 HN0744
 HN0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0744.See file dsdata.pdf to determine how the superseded data were derived.
 HN0744
 HN0744_MARKER: DD = SURVEY DISK
 HN0744_SETTING: 66 = SET IN ROCK OUTCROP
 HN0744_STAMPING: ET U 56 1959
 HN0744_MARK LOGO: USGS
 HN0744_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0744+STABILITY: POSITION/ELEVATION WELL
 HN0744
 HN0744  HISTORY     - Date     Condition        Report By
 HN0744  HISTORY     - 1959     MONUMENTED       USGS
 HN0744
 HN0744                          STATION DESCRIPTION
 HN0744
 HN0744'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0744'LOCATED ABOUT 20 MI. NE. OF GLEN CANYON DAM, 8 MI. NE. OF THE
 HN0744'---CROSSING OF THE FATHERS--- ON THE COLORADO RIVER, ON THE
 HN0744'TABLELAND S. OF AND NEAR THE EASTERN EXTREMITY OF A SHORT CANYON
 HN0744'RUNNING SW. TO JUNCTION WITH THE CANYON OF LAST CHANCE CREEK.
 HN0744'
 HN0744'STATION REACHED BY HELICOPTER.
 HN0744'
 HN0744'STATION MARK--STANDARD TABLET, STAMPED ---ET U 56 1959---, CEMENTED
 HN0744'IN FLAT, ROCKY OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0710 ***********************************************************************
 HN0710  DESIGNATION -  ET U 57
 HN0710  PID         -  HN0710
 HN0710  STATE/COUNTY-  UT/KANE
 HN0710  COUNTRY     -  US
 HN0710  USGS QUAD   -  CATHEDRAL CANYON (2017)
 HN0710
 HN0710                         *CURRENT SURVEY CONTROL
 HN0710  ______________________________________________________________________
 HN0710* NAD 83(1994) POSITION- 37 07 23.56551(N) 111 00 57.70722(W)   ADJUSTED
 HN0710* NAVD 88 ORTHO HEIGHT -  1241.5   (meters)     4073.    (feet) VERTCON3
 HN0710  ______________________________________________________________________
 HN0710  GEOID HEIGHT    -        -22.947 (meters)                     GEOID18
 HN0710  LAPLACE CORR    -          0.66  (seconds)                    DEFLEC18
 HN0710  HORZ ORDER      -  THIRD
 HN0710
 HN0710.The horizontal coordinates were established by classical geodetic methods
 HN0710.and adjusted by the National Geodetic Survey in November 1997.
 HN0710
 HN0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0710
 HN0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0710.GEOID18 height accuracy estimate available here.
 HN0710
 HN0710.Click photographs - Photos may exist for this station.
 HN0710
 HN0710.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0710
 HN0710. The following values were computed from the NAD 83(1994) position.
 HN0710
 HN0710;                    North         East     Units Scale Factor Converg.
 HN0710;SPC UT S     - 3,050,780.508   543,009.941   MT  1.00001734   +0 17 47.5
 HN0710;SPC UT S     -10,009,102.38  1,781,525.11   sFT  1.00001734   +0 17 47.5
 HN0710;UTM  12      - 4,108,541.012   498,576.038   MT  0.99960002   -0 00 34.8
 HN0710
 HN0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0710!SPC UT S     -   0.99980881  x   1.00001734  =   0.99982615
 HN0710!UTM  12      -   0.99980881  x   0.99960002  =   0.99940891
 HN0710
 HN0710:                Primary Azimuth Mark                     Grid Az
 HN0710:SPC UT S     -  ET U 43                                  235 06 30.1
 HN0710:UTM  12      -  ET U 43                                  235 24 52.4
 HN0710
 HN0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG9857608541(NAD 83)
 HN0710
 HN0710|---------------------------------------------------------------------|
 HN0710| PID    Reference Object                     Distance      Geod. Az  |
 HN0710|                                                           dddmmss.s |
 HN0710| HN0712 ET U 43                             APPROX. 1.6 KM 2352417.6 |
 HN0710|---------------------------------------------------------------------|
 HN0710
 HN0710                          SUPERSEDED SURVEY CONTROL
 HN0710
 HN0710  NAD 83(1992)-  37 07 23.56335(N)    111 00 57.70820(W) AD(       ) 3
 HN0710  NAD 83(1986)-  37 07 23.56111(N)    111 00 57.70754(W) AD(       ) 3
 HN0710  NAD 27      -  37 07 23.58664(N)    111 00 55.17074(W) AD(       ) 3
 HN0710  NGVD 29 (07/19/86) 1240.4    (m)         4070.     (f) VERT ANG       
 HN0710
 HN0710.Superseded values are not recommended for survey control.
 HN0710
 HN0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0710.See file dsdata.pdf to determine how the superseded data were derived.
 HN0710
 HN0710_MARKER: DD = SURVEY DISK
 HN0710_SETTING: 66 = SET IN ROCK OUTCROP
 HN0710_STAMPING: ET U 57 1959
 HN0710_MARK LOGO: USGS
 HN0710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0710+STABILITY: POSITION/ELEVATION WELL
 HN0710
 HN0710  HISTORY     - Date     Condition        Report By
 HN0710  HISTORY     - 1959     MONUMENTED       USGS
 HN0710
 HN0710                          STATION DESCRIPTION
 HN0710
 HN0710'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0710'LOCATED ABOUT 7.4 MI. SW. OF THE CONFLUENCE OF THE SAN JUAN RIVER
 HN0710'WITH THE COLORADO RIVER AND 0.8 MI. N. OF THE COLORADO RIVER ON A
 HN0710'TOP.
 HN0710'
 HN0710'STATION REACHED BY HELICOPTER.
 HN0710'
 HN0710'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 57 1959---,
 HN0710'CEMENTED IN DRILL HOLE IN SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0771 ***********************************************************************
 HN0771  DESIGNATION -  ET U 6
 HN0771  PID         -  HN0771
 HN0771  STATE/COUNTY-  UT/KANE
 HN0771  COUNTRY     -  US
 HN0771  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0771
 HN0771                         *CURRENT SURVEY CONTROL
 HN0771  ______________________________________________________________________
 HN0771* NAD 83(1994) POSITION- 37 02 33.05764(N) 111 28 30.22358(W)   ADJUSTED
 HN0771* NAVD 88 ORTHO HEIGHT -  1314.3   (meters)     4312.    (feet) VERTCON3
 HN0771  ______________________________________________________________________
 HN0771  GEOID HEIGHT    -        -23.396 (meters)                     GEOID18
 HN0771  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 HN0771  HORZ ORDER      -  THIRD
 HN0771
 HN0771.The horizontal coordinates were established by classical geodetic methods
 HN0771.and adjusted by the National Geodetic Survey in November 1997.
 HN0771
 HN0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0771
 HN0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0771.GEOID18 height accuracy estimate available here.
 HN0771
 HN0771.Click photographs - Photos may exist for this station.
 HN0771
 HN0771.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0771
 HN0771. The following values were computed from the NAD 83(1994) position.
 HN0771
 HN0771;                    North         East     Units Scale Factor Converg.
 HN0771;SPC UT S     - 3,041,713.632   502,218.603   MT  1.00003442   +0 00 55.0
 HN0771;SPC UT S     - 9,979,355.47  1,647,695.53   sFT  1.00003442   +0 00 55.0
 HN0771;UTM  12      - 4,099,694.333   457,754.254   MT  0.99962199   -0 17 10.3
 HN0771
 HN0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0771!SPC UT S     -   0.99979746  x   1.00003442  =   0.99983187
 HN0771!UTM  12      -   0.99979746  x   0.99962199  =   0.99941952
 HN0771
 HN0771:                Primary Azimuth Mark                     Grid Az
 HN0771:SPC UT S     -  ET U 7                                   357 35 39.9
 HN0771:UTM  12      -  ET U 7                                   357 53 45.2
 HN0771
 HN0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5775499694(NAD 83)
 HN0771
 HN0771|---------------------------------------------------------------------|
 HN0771| PID    Reference Object                     Distance      Geod. Az  |
 HN0771|                                                           dddmmss.s |
 HN0771| HN0772 ET U 7                              APPROX. 2.7 KM 3573634.9 |
 HN0771|---------------------------------------------------------------------|
 HN0771
 HN0771                          SUPERSEDED SURVEY CONTROL
 HN0771
 HN0771  NAD 83(1992)-  37 02 33.05721(N)    111 28 30.22375(W) AD(       ) 3
 HN0771  NAD 83(1986)-  37 02 33.05806(N)    111 28 30.22566(W) AD(       ) 3
 HN0771  NAD 27      -  37 02 33.10200(N)    111 28 27.65385(W) AD(       ) 3
 HN0771  NGVD 29 (07/19/86) 1313.4    (m)         4309.     (f) VERT ANG       
 HN0771
 HN0771.Superseded values are not recommended for survey control.
 HN0771
 HN0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0771.See file dsdata.pdf to determine how the superseded data were derived.
 HN0771
 HN0771_MARKER: DD = SURVEY DISK
 HN0771_SETTING: 66 = SET IN ROCK OUTCROP
 HN0771_STAMPING: ET U 6 1959
 HN0771_MARK LOGO: USGS
 HN0771_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0771+STABILITY: POSITION/ELEVATION WELL
 HN0771
 HN0771  HISTORY     - Date     Condition        Report By
 HN0771  HISTORY     - 1959     MONUMENTED       USGS
 HN0771
 HN0771                          STATION DESCRIPTION
 HN0771
 HN0771'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0771'LOCATED ABOUT 8 MI. N. OF GLEN CANYON DAM, 2 MI. NW. OF CASTLE ROCK,
 HN0771'4.2 MI. NW. OF THE MOUTH OF WARM CREEK, NEAR THE EASTERN END OF A
 HN0771'LONG, NARROW, ROCKY PROMONTORY IN SEC. 28, T 43 S, R 8 E.
 HN0771'
 HN0771'STATION REACHED BY HELICOPTER.
 HN0771'
 HN0771'STATION MARK--STANDARD TABLET, STAMPED ---ET U 6 1959---, CEMENTED
 HN0771'IN ROCKY OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0714 ***********************************************************************
 HN0714  DESIGNATION -  ET U 64
 HN0714  PID         -  HN0714
 HN0714  STATE/COUNTY-  UT/SAN JUAN
 HN0714  COUNTRY     -  US
 HN0714  USGS QUAD   -  CATHEDRAL CANYON (2017)
 HN0714
 HN0714                         *CURRENT SURVEY CONTROL
 HN0714  ______________________________________________________________________
 HN0714* NAD 83(1994) POSITION- 37 03 55.44654(N) 111 03 00.42569(W)   ADJUSTED
 HN0714* NAVD 88 ORTHO HEIGHT -  1247.6   (meters)     4093.    (feet) VERTCON3
 HN0714  ______________________________________________________________________
 HN0714  GEOID HEIGHT    -        -22.936 (meters)                     GEOID18
 HN0714  LAPLACE CORR    -          6.60  (seconds)                    DEFLEC18
 HN0714  HORZ ORDER      -  THIRD
 HN0714
 HN0714.The horizontal coordinates were established by classical geodetic methods
 HN0714.and adjusted by the National Geodetic Survey in November 1997.
 HN0714
 HN0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0714
 HN0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0714.GEOID18 height accuracy estimate available here.
 HN0714
 HN0714.Click photographs - Photos may exist for this station.
 HN0714
 HN0714.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0714
 HN0714. The following values were computed from the NAD 83(1994) position.
 HN0714
 HN0714;                    North         East     Units Scale Factor Converg.
 HN0714;SPC UT S     - 3,044,349.496   540,011.424   MT  1.00002938   +0 16 32.3
 HN0714;SPC UT S     - 9,988,003.30  1,771,687.48   sFT  1.00002938   +0 16 32.3
 HN0714;UTM  12      - 4,102,128.821   495,544.498   MT  0.99960024   -0 01 48.7
 HN0714
 HN0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0714!SPC UT S     -   0.99980785  x   1.00002938  =   0.99983723
 HN0714!UTM  12      -   0.99980785  x   0.99960024  =   0.99940817
 HN0714
 HN0714:                Primary Azimuth Mark                     Grid Az
 HN0714:SPC UT S     -  ET U 38                                  150 28 06.4
 HN0714:UTM  12      -  ET U 38                                  150 46 27.4
 HN0714
 HN0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG9554402128(NAD 83)
 HN0714
 HN0714|---------------------------------------------------------------------|
 HN0714| PID    Reference Object                     Distance      Geod. Az  |
 HN0714|                                                           dddmmss.s |
 HN0714| HN0713 ET U 38                             APPROX. 2.2 KM 1504438.7 |
 HN0714|---------------------------------------------------------------------|
 HN0714
 HN0714                          SUPERSEDED SURVEY CONTROL
 HN0714
 HN0714  NAD 83(1992)-  37 03 55.44476(N)    111 03 00.42688(W) AD(       ) 3
 HN0714  NAD 83(1986)-  37 03 55.44239(N)    111 03 00.42622(W) AD(       ) 3
 HN0714  NAD 27      -  37 03 55.46758(N)    111 02 57.89494(W) AD(       ) 3
 HN0714  NGVD 29 (07/19/86) 1246.5    (m)         4090.     (f) VERT ANG       
 HN0714
 HN0714.Superseded values are not recommended for survey control.
 HN0714
 HN0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0714.See file dsdata.pdf to determine how the superseded data were derived.
 HN0714
 HN0714_MARKER: DD = SURVEY DISK
 HN0714_SETTING: 66 = SET IN ROCK OUTCROP
 HN0714_STAMPING: ET U 64 1959
 HN0714_MARK LOGO: USGS
 HN0714_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0714+STABILITY: POSITION/ELEVATION WELL
 HN0714
 HN0714  HISTORY     - Date     Condition        Report By
 HN0714  HISTORY     - 1959     MONUMENTED       USGS
 HN0714
 HN0714                          STATION DESCRIPTION
 HN0714
 HN0714'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0714'LOCATED ABOUT 11.6 MI. SW. OF THE CONFLUENCE OF THE COLORADO RIVER
 HN0714'WITH THE SAN JUAN RIVER AND 2.4 MI. S. OF THE COLORADO RIVER AND
 HN0714'0.5 MI. E. OF A DRAIN FORK IN THE MAIN WASH ON A LOW SANDSTONE TOP.
 HN0714'
 HN0714'STATION REACHED BY HELICOPTER.
 HN0714'
 HN0714'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 64 1959---,
 HN0714'CEMENTED IN DRILL HOLE IN SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0923 ***********************************************************************
 HN0923  DESIGNATION -  ET U 68
 HN0923  PID         -  HN0923
 HN0923  STATE/COUNTY-  UT/SAN JUAN
 HN0923  COUNTRY     -  US
 HN0923  USGS QUAD   -  RAINBOW BRIDGE (2017)
 HN0923
 HN0923                         *CURRENT SURVEY CONTROL
 HN0923  ______________________________________________________________________
 HN0923* NAD 83(1994) POSITION- 37 04 49.04802(N) 110 59 27.99110(W)   ADJUSTED
 HN0923* NAVD 88 ORTHO HEIGHT -  1430.4   (meters)     4693.    (feet) VERTCON3
 HN0923  ______________________________________________________________________
 HN0923  GEOID HEIGHT    -        -22.811 (meters)                     GEOID18
 HN0923  LAPLACE CORR    -          5.00  (seconds)                    DEFLEC18
 HN0923  HORZ ORDER      -  THIRD
 HN0923
 HN0923.The horizontal coordinates were established by classical geodetic methods
 HN0923.and adjusted by the National Geodetic Survey in November 1997.
 HN0923
 HN0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0923
 HN0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0923.GEOID18 height accuracy estimate available here.
 HN0923
 HN0923.Click photographs - Photos may exist for this station.
 HN0923
 HN0923.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0923
 HN0923. The following values were computed from the NAD 83(1994) position.
 HN0923
 HN0923;                    North         East     Units Scale Factor Converg.
 HN0923;SPC UT S     - 3,046,028.820   545,250.559   MT  1.00002618   +0 18 42.4
 HN0923;SPC UT S     - 9,993,512.89  1,788,876.21   sFT  1.00002618   +0 18 42.4
 HN0923;UTM  12      - 4,103,779.422   500,790.286   MT  0.99960001   +0 00 19.3
 HN0923
 HN0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0923!SPC UT S     -   0.99977915  x   1.00002618  =   0.99980533
 HN0923!UTM  12      -   0.99977915  x   0.99960001  =   0.99937925
 HN0923
 HN0923:                Primary Azimuth Mark                     Grid Az
 HN0923:SPC UT S     -  ET U 223                                 076 44 57.2
 HN0923:UTM  12      -  ET U 223                                 077 03 20.3
 HN0923
 HN0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0079003779(NAD 83)
 HN0923
 HN0923|---------------------------------------------------------------------|
 HN0923| PID    Reference Object                     Distance      Geod. Az  |
 HN0923|                                                           dddmmss.s |
 HN0923| HN0921 ET U 223                            APPROX. 1.4 KM 0770339.6 |
 HN0923|---------------------------------------------------------------------|
 HN0923
 HN0923                          SUPERSEDED SURVEY CONTROL
 HN0923
 HN0923  NAD 83(1992)-  37 04 49.04582(N)    110 59 27.99239(W) AD(       ) 3
 HN0923  NAD 83(1986)-  37 04 49.04379(N)    110 59 27.99106(W) AD(       ) 3
 HN0923  NAD 27      -  37 04 49.06594(N)    110 59 25.46142(W) AD(       ) 3
 HN0923  NGVD 29 (07/19/86) 1429.3    (m)         4689.     (f) VERT ANG       
 HN0923
 HN0923.Superseded values are not recommended for survey control.
 HN0923
 HN0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0923.See file dsdata.pdf to determine how the superseded data were derived.
 HN0923
 HN0923_MARKER: DD = SURVEY DISK
 HN0923_SETTING: 66 = SET IN ROCK OUTCROP
 HN0923_STAMPING: ET U 68 1959
 HN0923_MARK LOGO: USGS
 HN0923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0923+STABILITY: POSITION/ELEVATION WELL
 HN0923
 HN0923  HISTORY     - Date     Condition        Report By
 HN0923  HISTORY     - 1959     MONUMENTED       USGS
 HN0923
 HN0923                          STATION DESCRIPTION
 HN0923
 HN0923'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0923'LOCATED ABOUT 3.3 MI. SE. OF KLONDIKE BAR, 2.2 MI. S. OF THE
 HN0923'COLORADO RIVER, 1.4 MI. WNW. OF RAINBOW BRIDGE, IN RAINBOW BRIDGE
 HN0923'NATIONAL MONUMENT, AT THE SUMMIT OF A SMALL KNOLL IN VALLEY.
 HN0923'
 HN0923'STATION REACHED BY HELICOPTER.
 HN0923'
 HN0923'STATION MARK--STANDARD TABLET, STAMPED ---ET U 68 1959---, SET IN
 HN0923'SANDSTONE ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0922 ***********************************************************************
 HN0922  DESIGNATION -  ET U 69
 HN0922  PID         -  HN0922
 HN0922  STATE/COUNTY-  UT/SAN JUAN
 HN0922  COUNTRY     -  US
 HN0922  USGS QUAD   -  RAINBOW BRIDGE (2017)
 HN0922
 HN0922                         *CURRENT SURVEY CONTROL
 HN0922  ______________________________________________________________________
 HN0922* NAD 83(1994) POSITION- 37 06 01.04016(N) 110 59 12.10044(W)   ADJUSTED
 HN0922* NAVD 88 ORTHO HEIGHT -  1423.0   (meters)     4669.    (feet) VERTCON3
 HN0922  ______________________________________________________________________
 HN0922  GEOID HEIGHT    -        -22.853 (meters)                     GEOID18
 HN0922  LAPLACE CORR    -          5.39  (seconds)                    DEFLEC18
 HN0922  HORZ ORDER      -  THIRD
 HN0922
 HN0922.The horizontal coordinates were established by classical geodetic methods
 HN0922.and adjusted by the National Geodetic Survey in November 1997.
 HN0922
 HN0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0922
 HN0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0922.GEOID18 height accuracy estimate available here.
 HN0922
 HN0922.Click photographs - Photos may exist for this station.
 HN0922
 HN0922.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0922
 HN0922. The following values were computed from the NAD 83(1994) position.
 HN0922
 HN0922;                    North         East     Units Scale Factor Converg.
 HN0922;SPC UT S     - 3,048,250.330   545,630.871   MT  1.00002199   +0 18 52.2
 HN0922;SPC UT S     -10,000,801.29  1,790,123.95   sFT  1.00002199   +0 18 52.2
 HN0922;UTM  12      - 4,105,997.925   501,182.308   MT  0.99960002   +0 00 28.9
 HN0922
 HN0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0922!SPC UT S     -   0.99978032  x   1.00002199  =   0.99980231
 HN0922!UTM  12      -   0.99978032  x   0.99960002  =   0.99938043
 HN0922
 HN0922:                Primary Azimuth Mark                     Grid Az
 HN0922:SPC UT S     -  ET U 223                                 153 02 47.0
 HN0922:UTM  12      -  ET U 223                                 153 21 10.3
 HN0922
 HN0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0118205997(NAD 83)
 HN0922
 HN0922|---------------------------------------------------------------------|
 HN0922| PID    Reference Object                     Distance      Geod. Az  |
 HN0922|                                                           dddmmss.s |
 HN0922| HN0921 ET U 223                            APPROX. 2.1 KM 1532139.2 |
 HN0922|---------------------------------------------------------------------|
 HN0922
 HN0922                          SUPERSEDED SURVEY CONTROL
 HN0922
 HN0922  NAD 83(1992)-  37 06 01.03796(N)    110 59 12.10160(W) AD(       ) 3
 HN0922  NAD 83(1986)-  37 06 01.03620(N)    110 59 12.10049(W) AD(       ) 3
 HN0922  NAD 27      -  37 06 01.05379(N)    110 59 09.57014(W) AD(       ) 3
 HN0922  NGVD 29 (07/19/86) 1421.9    (m)         4665.     (f) VERT ANG       
 HN0922
 HN0922.Superseded values are not recommended for survey control.
 HN0922
 HN0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0922.See file dsdata.pdf to determine how the superseded data were derived.
 HN0922
 HN0922_MARKER: DD = SURVEY DISK
 HN0922_SETTING: 66 = SET IN ROCK OUTCROP
 HN0922_STAMPING: ET U 69 1959
 HN0922_MARK LOGO: USGS
 HN0922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0922+STABILITY: POSITION/ELEVATION WELL
 HN0922
 HN0922  HISTORY     - Date     Condition        Report By
 HN0922  HISTORY     - 1959     MONUMENTED       USGS
 HN0922
 HN0922                          STATION DESCRIPTION
 HN0922
 HN0922'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0922'LOCATED ABOUT 2.7 MI. ESE. OF KLONDIKE BAR, 1 MI. SSW. OF JUNCTION
 HN0922'OF AZTEC CREEK AND COLORADO RIVER, 0.7 MI. W. OF AZTEC CREEK, ON E.
 HN0922'EDGE OF A SMALL TOP THAT IS LOWER THAN A TOP ABOUT 75 FT. TO W.
 HN0922'
 HN0922'STATION REACHED BY HELICOPTER.
 HN0922'
 HN0922'STATION MARK--STANDARD TABLET, STAMPED ---ET U 69 1959---, CEMENTED
 HN0922'IN DRILL HOLE IN TOP OF SANDSTONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0772 ***********************************************************************
 HN0772  DESIGNATION -  ET U 7
 HN0772  PID         -  HN0772
 HN0772  STATE/COUNTY-  UT/KANE
 HN0772  COUNTRY     -  US
 HN0772  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0772
 HN0772                         *CURRENT SURVEY CONTROL
 HN0772  ______________________________________________________________________
 HN0772* NAD 83(1994) POSITION- 37 03 58.96126(N) 111 28 34.69828(W)   ADJUSTED
 HN0772* NAVD 88 ORTHO HEIGHT -  1273.9   (meters)     4179.    (feet) VERTCON3
 HN0772  ______________________________________________________________________
 HN0772  GEOID HEIGHT    -        -23.359 (meters)                     GEOID18
 HN0772  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 HN0772  HORZ ORDER      -  THIRD
 HN0772
 HN0772.The horizontal coordinates were established by classical geodetic methods
 HN0772.and adjusted by the National Geodetic Survey in November 1997.
 HN0772
 HN0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0772
 HN0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0772.GEOID18 height accuracy estimate available here.
 HN0772
 HN0772.Click photographs - Photos may exist for this station.
 HN0772
 HN0772.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0772
 HN0772. The following values were computed from the NAD 83(1994) position.
 HN0772
 HN0772;                    North         East     Units Scale Factor Converg.
 HN0772;SPC UT S     - 3,044,361.873   502,107.351   MT  1.00002917   +0 00 52.3
 HN0772;SPC UT S     - 9,988,043.91  1,647,330.53   sFT  1.00002917   +0 00 52.3
 HN0772;UTM  12      - 4,102,342.037   457,656.981   MT  0.99962209   -0 17 13.5
 HN0772
 HN0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0772!SPC UT S     -   0.99980379  x   1.00002917  =   0.99983295
 HN0772!UTM  12      -   0.99980379  x   0.99962209  =   0.99942595
 HN0772
 HN0772:                Primary Azimuth Mark                     Grid Az
 HN0772:SPC UT S     -  ET U 8                                   356 10 40.6
 HN0772:UTM  12      -  ET U 8                                   356 28 46.4
 HN0772
 HN0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG5765602342(NAD 83)
 HN0772
 HN0772|---------------------------------------------------------------------|
 HN0772| PID    Reference Object                     Distance      Geod. Az  |
 HN0772|                                                           dddmmss.s |
 HN0772| HN0773 ET U 8                              APPROX. 2.2 KM 3561132.9 |
 HN0772|---------------------------------------------------------------------|
 HN0772
 HN0772                          SUPERSEDED SURVEY CONTROL
 HN0772
 HN0772  NAD 83(1992)-  37 03 58.96063(N)    111 28 34.69855(W) AD(       ) 3
 HN0772  NAD 83(1986)-  37 03 58.95979(N)    111 28 34.70009(W) AD(       ) 3
 HN0772  NAD 27      -  37 03 59.00381(N)    111 28 32.12675(W) AD(       ) 3
 HN0772  NGVD 29 (07/19/86) 1273.0    (m)         4177.     (f) VERT ANG       
 HN0772
 HN0772.Superseded values are not recommended for survey control.
 HN0772
 HN0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0772.See file dsdata.pdf to determine how the superseded data were derived.
 HN0772
 HN0772_MARKER: DD = SURVEY DISK
 HN0772_SETTING: 66 = SET IN ROCK OUTCROP
 HN0772_STAMPING: ET U 7 1959
 HN0772_MARK LOGO: USGS
 HN0772_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0772+STABILITY: POSITION/ELEVATION WELL
 HN0772
 HN0772  HISTORY     - Date     Condition        Report By
 HN0772  HISTORY     - 1959     MONUMENTED       USGS
 HN0772
 HN0772                          STATION DESCRIPTION
 HN0772
 HN0772'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0772'LOCATED ABOUT 9 MI. N. OF GLEN CANYON DAM, 6 MI. NE. OF THE JUNCTION
 HN0772'OF THE COLORADO RIVER AND WARM CREEK, 1.3 MI. W. OF WARM CREEK, ON A
 HN0772'MESA-TYPE RIDGE RUNNING W. OF WARM CREEK, ON A SMALL ROCKY TOP, THE
 HN0772'HIGHEST IN THE VICINITY.
 HN0772'
 HN0772'STATION REACHED BY HELICOPTER.
 HN0772'
 HN0772'STATION MARK--STANDARD TABLET, STAMPED ---ET U 7 1959---, CEMENTED
 HN0772'IN ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0920 ***********************************************************************
 HN0920  DESIGNATION -  ET U 70
 HN0920  PID         -  HN0920
 HN0920  STATE/COUNTY-  UT/SAN JUAN
 HN0920  COUNTRY     -  US
 HN0920  USGS QUAD   -  RAINBOW BRIDGE (2017)
 HN0920
 HN0920                         *CURRENT SURVEY CONTROL
 HN0920  ______________________________________________________________________
 HN0920* NAD 83(1994) POSITION- 37 07 08.60237(N) 110 57 47.14270(W)   ADJUSTED
 HN0920* NAVD 88 ORTHO HEIGHT -  1251.5   (meters)     4106.    (feet) VERTCON3
 HN0920  ______________________________________________________________________
 HN0920  GEOID HEIGHT    -        -22.829 (meters)                     GEOID18
 HN0920  LAPLACE CORR    -          4.80  (seconds)                    DEFLEC18
 HN0920  HORZ ORDER      -  THIRD
 HN0920
 HN0920.The horizontal coordinates were established by classical geodetic methods
 HN0920.and adjusted by the National Geodetic Survey in November 1997.
 HN0920
 HN0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0920
 HN0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0920.GEOID18 height accuracy estimate available here.
 HN0920
 HN0920.Click photographs - Photos may exist for this station.
 HN0920
 HN0920.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0920
 HN0920. The following values were computed from the NAD 83(1994) position.
 HN0920
 HN0920;                    North         East     Units Scale Factor Converg.
 HN0920;SPC UT S     - 3,050,344.905   547,716.784   MT  1.00001817   +0 19 44.2
 HN0920;SPC UT S     -10,007,673.24  1,796,967.48   sFT  1.00001817   +0 19 44.2
 HN0920;UTM  12      - 4,108,080.433   503,278.518   MT  0.99960013   +0 01 20.2
 HN0920
 HN0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0920!SPC UT S     -   0.99980722  x   1.00001817  =   0.99982539
 HN0920!UTM  12      -   0.99980722  x   0.99960013  =   0.99940743
 HN0920
 HN0920:                Primary Azimuth Mark                     Grid Az
 HN0920:SPC UT S     -  ET U 71                                  321 53 07.7
 HN0920:UTM  12      -  ET U 71                                  322 11 31.7
 HN0920
 HN0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0327808080(NAD 83)
 HN0920
 HN0920|---------------------------------------------------------------------|
 HN0920| PID    Reference Object                     Distance      Geod. Az  |
 HN0920|                                                           dddmmss.s |
 HN0920| HN0936 ET U 71                             APPROX. 2.7 KM 3221251.9 |
 HN0920|---------------------------------------------------------------------|
 HN0920
 HN0920                          SUPERSEDED SURVEY CONTROL
 HN0920
 HN0920  NAD 83(1992)-  37 07 08.60007(N)    110 57 47.14383(W) AD(       ) 3
 HN0920  NAD 83(1986)-  37 07 08.59851(N)    110 57 47.14270(W) AD(       ) 3
 HN0920  NAD 27      -  37 07 08.61811(N)    110 57 44.60960(W) AD(       ) 3
 HN0920  NGVD 29 (07/19/86) 1250.4    (m)         4102.     (f) VERT ANG       
 HN0920
 HN0920.Superseded values are not recommended for survey control.
 HN0920
 HN0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0920.See file dsdata.pdf to determine how the superseded data were derived.
 HN0920
 HN0920_MARKER: DD = SURVEY DISK
 HN0920_SETTING: 66 = SET IN ROCK OUTCROP
 HN0920_STAMPING: ET U 70 1959
 HN0920_MARK LOGO: USGS
 HN0920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0920+STABILITY: POSITION/ELEVATION WELL
 HN0920
 HN0920  HISTORY     - Date     Condition        Report By
 HN0920  HISTORY     - 1959     MONUMENTED       USGS
 HN0920
 HN0920                          STATION DESCRIPTION
 HN0920
 HN0920'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0920'LOCATED ABOUT 2.9 MI. N. OF RAINBOW BRIDGE, 0.3 MI. S. OF THE
 HN0920'COLORADO RIVER, ON A TOP JUST E. OF OAK CANYON AT A BEND IN THE DRAIN.
 HN0920'
 HN0920'STATION REACHED BY HELICOPTER.
 HN0920'
 HN0920'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 70 1959---,
 HN0920'CEMENTED IN DRILL HOLE IN LARGE ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0936 ***********************************************************************
 HN0936  DESIGNATION -  ET U 71
 HN0936  PID         -  HN0936
 HN0936  STATE/COUNTY-  UT/KANE
 HN0936  COUNTRY     -  US
 HN0936  USGS QUAD   -  NASJA MESA (2017)
 HN0936
 HN0936                         *CURRENT SURVEY CONTROL
 HN0936  ______________________________________________________________________
 HN0936* NAD 83(1994) POSITION- 37 08 18.01288(N) 110 58 54.36322(W)   ADJUSTED
 HN0936* NAVD 88 ORTHO HEIGHT -  1701.5   (meters)     5582.    (feet) VERTCON3
 HN0936  ______________________________________________________________________
 HN0936  GEOID HEIGHT    -        -22.871 (meters)                     GEOID18
 HN0936  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 HN0936  HORZ ORDER      -  THIRD
 HN0936
 HN0936.The horizontal coordinates were established by classical geodetic methods
 HN0936.and adjusted by the National Geodetic Survey in November 1997.
 HN0936
 HN0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0936
 HN0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0936.GEOID18 height accuracy estimate available here.
 HN0936
 HN0936.Click photographs - Photos may exist for this station.
 HN0936
 HN0936.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0936
 HN0936. The following values were computed from the NAD 83(1994) position.
 HN0936
 HN0936;                    North         East     Units Scale Factor Converg.
 HN0936;SPC UT S     - 3,052,475.317   546,045.458   MT  1.00001435   +0 19 03.1
 HN0936;SPC UT S     -10,014,662.77  1,791,484.14   sFT  1.00001435   +0 19 03.1
 HN0936;UTM  12      - 4,110,218.869   501,619.307   MT  0.99960003   +0 00 39.6
 HN0936
 HN0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0936!SPC UT S     -   0.99973665  x   1.00001435  =   0.99975099
 HN0936!UTM  12      -   0.99973665  x   0.99960003  =   0.99933678
 HN0936
 HN0936:                Primary Azimuth Mark                     Grid Az
 HN0936:SPC UT S     -  ET U 70                                  141 53 08.2
 HN0936:UTM  12      -  ET U 70                                  142 11 31.7
 HN0936
 HN0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0161910218(NAD 83)
 HN0936
 HN0936|---------------------------------------------------------------------|
 HN0936| PID    Reference Object                     Distance      Geod. Az  |
 HN0936|                                                           dddmmss.s |
 HN0936| HN0920 ET U 70                             APPROX. 2.7 KM 1421211.3 |
 HN0936|---------------------------------------------------------------------|
 HN0936
 HN0936                          SUPERSEDED SURVEY CONTROL
 HN0936
 HN0936  NAD 83(1992)-  37 08 18.01045(N)    110 58 54.36393(W) AD(       ) 3
 HN0936  NAD 83(1986)-  37 08 18.00879(N)    110 58 54.36319(W) AD(       ) 3
 HN0936  NAD 27      -  37 08 18.03251(N)    110 58 51.82564(W) AD(       ) 3
 HN0936  NGVD 29 (07/19/86) 1700.4    (m)         5579.     (f) VERT ANG       
 HN0936
 HN0936.Superseded values are not recommended for survey control.
 HN0936
 HN0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0936.See file dsdata.pdf to determine how the superseded data were derived.
 HN0936
 HN0936_MARKER: DD = SURVEY DISK
 HN0936_SETTING: 80 = SET IN A BOULDER
 HN0936_STAMPING: ET U 71 1959
 HN0936_MARK LOGO: USGS
 HN0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0936+STABILITY: SURFACE MOTION
 HN0936
 HN0936  HISTORY     - Date     Condition        Report By
 HN0936  HISTORY     - 1959     MONUMENTED       USGS
 HN0936
 HN0936                          STATION DESCRIPTION
 HN0936
 HN0936'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0936'LOCATED ABOUT 5.5 MI. W. OF THE JUNCTION OF THE COLORADO AND SAN
 HN0936'JUAN RIVERS, 4 MI. N. OF RAINBOW BRIDGE, 0.8 MI. N. OF THE
 HN0936'COLORADO RIVER, ON THE HIGHEST POINT OF A PROMINENT, ISOLATED BUTTE.
 HN0936'
 HN0936'STATION REACHED BY HELICOPTER.
 HN0936'
 HN0936'STATION MARK--STANDARD TABLET, STAMPED ---ET U 71 1959---, CEMENTED
 HN0936'IN TOP OF LARGE BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0935 ***********************************************************************
 HN0935  DESIGNATION -  ET U 72
 HN0935  PID         -  HN0935
 HN0935  STATE/COUNTY-  UT/KANE
 HN0935  COUNTRY     -  US
 HN0935  USGS QUAD   -  NASJA MESA (2017)
 HN0935
 HN0935                         *CURRENT SURVEY CONTROL
 HN0935  ______________________________________________________________________
 HN0935* NAD 83(1994) POSITION- 37 09 09.57669(N) 110 57 20.93678(W)   ADJUSTED
 HN0935* NAVD 88 ORTHO HEIGHT -  1260.3   (meters)     4135.    (feet) VERTCON3
 HN0935  ______________________________________________________________________
 HN0935  GEOID HEIGHT    -        -22.838 (meters)                     GEOID18
 HN0935  LAPLACE CORR    -          1.84  (seconds)                    DEFLEC18
 HN0935  HORZ ORDER      -  THIRD
 HN0935
 HN0935.The horizontal coordinates were established by classical geodetic methods
 HN0935.and adjusted by the National Geodetic Survey in November 1997.
 HN0935
 HN0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0935
 HN0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0935.GEOID18 height accuracy estimate available here.
 HN0935
 HN0935.Click photographs - Photos may exist for this station.
 HN0935
 HN0935.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0935
 HN0935. The following values were computed from the NAD 83(1994) position.
 HN0935
 HN0935;                    North         East     Units Scale Factor Converg.
 HN0935;SPC UT S     - 3,054,078.012   548,342.025   MT  1.00001159   +0 20 00.3
 HN0935;SPC UT S     -10,019,920.94  1,799,018.79   sFT  1.00001159   +0 20 00.3
 HN0935;UTM  12      - 4,111,808.594   503,923.465   MT  0.99960019   +0 01 36.1
 HN0935
 HN0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0935!SPC UT S     -   0.99980585  x   1.00001159  =   0.99981743
 HN0935!UTM  12      -   0.99980585  x   0.99960019  =   0.99940611
 HN0935
 HN0935:                Primary Azimuth Mark                     Grid Az
 HN0935:SPC UT S     -  ET U 73                                  133 32 02.5
 HN0935:UTM  12      -  ET U 73                                  133 50 26.7
 HN0935
 HN0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0392311808(NAD 83)
 HN0935
 HN0935|---------------------------------------------------------------------|
 HN0935| PID    Reference Object                     Distance      Geod. Az  |
 HN0935|                                                           dddmmss.s |
 HN0935| HN0933 ET U 73                             APPROX. 1.4 KM 1335202.8 |
 HN0935|---------------------------------------------------------------------|
 HN0935
 HN0935                          SUPERSEDED SURVEY CONTROL
 HN0935
 HN0935  NAD 83(1992)-  37 09 09.57407(N)    110 57 20.93783(W) AD(       ) 3
 HN0935  NAD 83(1986)-  37 09 09.57244(N)    110 57 20.93663(W) AD(       ) 3
 HN0935  NAD 27      -  37 09 09.59455(N)    110 57 18.39970(W) AD(       ) 3
 HN0935  NGVD 29 (07/19/86) 1259.2    (m)         4131.     (f) VERT ANG       
 HN0935
 HN0935.Superseded values are not recommended for survey control.
 HN0935
 HN0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0935.See file dsdata.pdf to determine how the superseded data were derived.
 HN0935
 HN0935_MARKER: DD = SURVEY DISK
 HN0935_SETTING: 66 = SET IN ROCK OUTCROP
 HN0935_STAMPING: ET U 72 1959
 HN0935_MARK LOGO: USGS
 HN0935_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0935+STABILITY: POSITION/ELEVATION WELL
 HN0935
 HN0935  HISTORY     - Date     Condition        Report By
 HN0935  HISTORY     - 1959     MONUMENTED       USGS
 HN0935
 HN0935                          STATION DESCRIPTION
 HN0935
 HN0935'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0935'LOCATED ABOUT 5 MI. NE. OF KLONDIKE BAR, 5 MI. NNE. OF RAINBOW
 HN0935'BRIDGE IN RAINBOW BRIDGE NATIONAL MOUNUMENT, 0.1 MI. N. OF THE
 HN0935'COLORADO RIVER, AT POINT OF RIM OVERLOOKING THE COLORADO RIVER.
 HN0935'
 HN0935'STATION REACHED BY HELICOPTER.
 HN0935'
 HN0935'STATION MARK--STANDARD TABLET, STAMPED ---ET U 72 1959---, SET IN
 HN0935'SOLID SANDSTONE ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0933 ***********************************************************************
 HN0933  DESIGNATION -  ET U 73
 HN0933  PID         -  HN0933
 HN0933  STATE/COUNTY-  UT/SAN JUAN
 HN0933  COUNTRY     -  US
 HN0933  USGS QUAD   -  NASJA MESA (2017)
 HN0933
 HN0933                         *CURRENT SURVEY CONTROL
 HN0933  ______________________________________________________________________
 HN0933* NAD 83(1994) POSITION- 37 08 38.20663(N) 110 56 40.17225(W)   ADJUSTED
 HN0933* NAVD 88 ORTHO HEIGHT -  1229.2   (meters)     4033.    (feet) VERTCON3
 HN0933  ______________________________________________________________________
 HN0933  GEOID HEIGHT    -        -22.819 (meters)                     GEOID18
 HN0933  LAPLACE CORR    -          3.86  (seconds)                    DEFLEC18
 HN0933  HORZ ORDER      -  THIRD
 HN0933
 HN0933.The horizontal coordinates were established by classical geodetic methods
 HN0933.and adjusted by the National Geodetic Survey in November 1997.
 HN0933
 HN0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0933
 HN0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0933.GEOID18 height accuracy estimate available here.
 HN0933
 HN0933.Click photographs - Photos may exist for this station.
 HN0933
 HN0933.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0933
 HN0933. The following values were computed from the NAD 83(1994) position.
 HN0933
 HN0933;                    North         East     Units Scale Factor Converg.
 HN0933;SPC UT S     - 3,053,116.859   549,353.667   MT  1.00001326   +0 20 25.3
 HN0933;SPC UT S     -10,016,767.56  1,802,337.82   sFT  1.00001326   +0 20 25.3
 HN0933;UTM  12      - 4,110,842.436   504,929.532   MT  0.99960030   +0 02 00.7
 HN0933
 HN0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0933!SPC UT S     -   0.99981072  x   1.00001326  =   0.99982398
 HN0933!UTM  12      -   0.99981072  x   0.99960030  =   0.99941110
 HN0933
 HN0933:                Primary Azimuth Mark                     Grid Az
 HN0933:SPC UT S     -  ET U 72                                  313 32 02.1
 HN0933:UTM  12      -  ET U 72                                  313 50 26.7
 HN0933
 HN0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0492910842(NAD 83)
 HN0933
 HN0933|---------------------------------------------------------------------|
 HN0933| PID    Reference Object                     Distance      Geod. Az  |
 HN0933|                                                           dddmmss.s |
 HN0933| HN0935 ET U 72                             APPROX. 1.4 KM 3135227.4 |
 HN0933|---------------------------------------------------------------------|
 HN0933
 HN0933                          SUPERSEDED SURVEY CONTROL
 HN0933
 HN0933  NAD 83(1992)-  37 08 38.20393(N)    110 56 40.17328(W) AD(       ) 3
 HN0933  NAD 83(1986)-  37 08 38.20237(N)    110 56 40.17205(W) AD(       ) 3
 HN0933  NAD 27      -  37 08 38.22175(N)    110 56 37.63699(W) AD(       ) 3
 HN0933  NGVD 29 (07/19/86) 1228.1    (m)         4029.     (f) VERT ANG       
 HN0933
 HN0933.Superseded values are not recommended for survey control.
 HN0933
 HN0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0933.See file dsdata.pdf to determine how the superseded data were derived.
 HN0933
 HN0933_MARKER: DD = SURVEY DISK
 HN0933_SETTING: 66 = SET IN ROCK OUTCROP
 HN0933_STAMPING: ET U 73 1959
 HN0933_MARK LOGO: USGS
 HN0933_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0933+STABILITY: POSITION/ELEVATION WELL
 HN0933
 HN0933  HISTORY     - Date     Condition        Report By
 HN0933  HISTORY     - 1959     MONUMENTED       USGS
 HN0933
 HN0933                          STATION DESCRIPTION
 HN0933
 HN0933'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0933'LOCATED ABOUT 8.8 MI. NW. OF NAVAJO MTN., 3.4 MI. SW. OF THE
 HN0933'CONFLUENCE OF THE SAN JUAN RIVER AND THE COLORADO RIVER, 1,500 FT. S.
 HN0933'OF COLORADO RIVER, ON TOP OF A BROKEN TOP.
 HN0933'
 HN0933'STATION REACHED BY HELICOPTER.
 HN0933'
 HN0933'STATION MARK--STANDARD TABLET, STAMPED ---ET U 73 1959---, CEMENTED
 HN0933'IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0930 ***********************************************************************
 HN0930  DESIGNATION -  ET U 74
 HN0930  PID         -  HN0930
 HN0930  STATE/COUNTY-  UT/SAN JUAN
 HN0930  COUNTRY     -  US
 HN0930  USGS QUAD   -  NASJA MESA (2017)
 HN0930
 HN0930                         *CURRENT SURVEY CONTROL
 HN0930  ______________________________________________________________________
 HN0930* NAD 83(1994) POSITION- 37 09 30.15021(N) 110 55 01.22493(W)   ADJUSTED
 HN0930* NAVD 88 ORTHO HEIGHT -  1356.1   (meters)     4449.    (feet) VERTCON3
 HN0930  ______________________________________________________________________
 HN0930  GEOID HEIGHT    -        -22.767 (meters)                     GEOID18
 HN0930  LAPLACE CORR    -          5.80  (seconds)                    DEFLEC18
 HN0930  HORZ ORDER      -  THIRD
 HN0930
 HN0930.The horizontal coordinates were established by classical geodetic methods
 HN0930.and adjusted by the National Geodetic Survey in November 1997.
 HN0930
 HN0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0930
 HN0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0930.GEOID18 height accuracy estimate available here.
 HN0930
 HN0930.Click photographs - Photos may exist for this station.
 HN0930
 HN0930.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0930
 HN0930. The following values were computed from the NAD 83(1994) position.
 HN0930
 HN0930;                    North         East     Units Scale Factor Converg.
 HN0930;SPC UT S     - 3,054,733.023   551,785.570   MT  1.00001051   +0 21 25.9
 HN0930;SPC UT S     -10,022,069.93  1,810,316.49   sFT  1.00001051   +0 21 25.9
 HN0930;UTM  12      - 4,112,444.889   507,369.054   MT  0.99960067   +0 03 00.5
 HN0930
 HN0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0930!SPC UT S     -   0.99979081  x   1.00001051  =   0.99980132
 HN0930!UTM  12      -   0.99979081  x   0.99960067  =   0.99939156
 HN0930
 HN0930:                Primary Azimuth Mark                     Grid Az
 HN0930:SPC UT S     -  ET U 75                                  049 32 00.3
 HN0930:UTM  12      -  ET U 75                                  049 50 25.7
 HN0930
 HN0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0736912444(NAD 83)
 HN0930
 HN0930|---------------------------------------------------------------------|
 HN0930| PID    Reference Object                     Distance      Geod. Az  |
 HN0930|                                                           dddmmss.s |
 HN0930| HN0926 ET U 75                             APPROX. 2.2 KM 0495326.2 |
 HN0930|---------------------------------------------------------------------|
 HN0930
 HN0930                          SUPERSEDED SURVEY CONTROL
 HN0930
 HN0930  NAD 83(1992)-  37 09 30.14733(N)    110 55 01.22581(W) AD(       ) 3
 HN0930  NAD 83(1986)-  37 09 30.14602(N)    110 55 01.22474(W) AD(       ) 3
 HN0930  NAD 27      -  37 09 30.16234(N)    110 54 58.68990(W) AD(       ) 3
 HN0930  NGVD 29 (07/19/86) 1355.0    (m)         4446.     (f) VERT ANG       
 HN0930
 HN0930.Superseded values are not recommended for survey control.
 HN0930
 HN0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0930.See file dsdata.pdf to determine how the superseded data were derived.
 HN0930
 HN0930_MARKER: DD = SURVEY DISK
 HN0930_SETTING: 66 = SET IN ROCK OUTCROP
 HN0930_STAMPING: ET U 74 1959
 HN0930_MARK LOGO: USGS
 HN0930_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0930+STABILITY: POSITION/ELEVATION WELL
 HN0930
 HN0930  HISTORY     - Date     Condition        Report By
 HN0930  HISTORY     - 1959     MONUMENTED       USGS
 HN0930
 HN0930                          STATION DESCRIPTION
 HN0930
 HN0930'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0930'LOCATED ABOUT 1.2 MI. SW. OF THE JUNCTION OF COLORADO RIVER AND SAN
 HN0930'JUAN RIVER, 0.5 MI. SSW. OF JUNCTION OF COLORADO RIVER AND COTTONWOOD
 HN0930'GULCH, 0.4 MI. E. OF COLORADO RIVER, ON A ROUNDED KNOLL ABOUT 75 FT.
 HN0930'N. OF A HIGHER SMALL TOP.
 HN0930'
 HN0930'STATION REACHED BY HELICOPTER.
 HN0930'
 HN0930'STATION MARK--STANDARD TABLET, STAMPED ---ET U 74 1959---, CEMENTED
 HN0930'IN DRILL HOLE IN SOLID SANDSTONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0926 ***********************************************************************
 HN0926  DESIGNATION -  ET U 75
 HN0926  PID         -  HN0926
 HN0926  STATE/COUNTY-  UT/SAN JUAN
 HN0926  COUNTRY     -  US
 HN0926  USGS QUAD   -  NASJA MESA (2017)
 HN0926
 HN0926                         *CURRENT SURVEY CONTROL
 HN0926  ______________________________________________________________________
 HN0926* NAD 83(1994) POSITION- 37 10 16.14740(N) 110 53 52.98116(W)   ADJUSTED
 HN0926* NAVD 88 ORTHO HEIGHT -  1390.7   (meters)     4563.    (feet) VERTCON3
 HN0926  ______________________________________________________________________
 HN0926  GEOID HEIGHT    -        -22.745 (meters)                     GEOID18
 HN0926  LAPLACE CORR    -          5.25  (seconds)                    DEFLEC18
 HN0926  HORZ ORDER      -  THIRD
 HN0926
 HN0926.The horizontal coordinates were established by classical geodetic methods
 HN0926.and adjusted by the National Geodetic Survey in November 1997.
 HN0926
 HN0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0926
 HN0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0926.GEOID18 height accuracy estimate available here.
 HN0926
 HN0926.Click photographs - Photos may exist for this station.
 HN0926
 HN0926.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0926
 HN0926. The following values were computed from the NAD 83(1994) position.
 HN0926
 HN0926;                    North         East     Units Scale Factor Converg.
 HN0926;SPC UT S     - 3,056,161.676   553,460.279   MT  1.00000812   +0 22 07.7
 HN0926;SPC UT S     -10,026,757.10  1,815,810.93   sFT  1.00000812   +0 22 07.7
 HN0926;UTM  12      - 4,113,863.964   509,050.711   MT  0.99960101   +0 03 41.8
 HN0926
 HN0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0926!SPC UT S     -   0.99978538  x   1.00000812  =   0.99979350
 HN0926!UTM  12      -   0.99978538  x   0.99960101  =   0.99938648
 HN0926
 HN0926:                Primary Azimuth Mark                     Grid Az
 HN0926:SPC UT S     -  ET U 74                                  229 31 59.7
 HN0926:UTM  12      -  ET U 74                                  229 50 25.6
 HN0926
 HN0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0905013863(NAD 83)
 HN0926
 HN0926|---------------------------------------------------------------------|
 HN0926| PID    Reference Object                     Distance      Geod. Az  |
 HN0926|                                                           dddmmss.s |
 HN0926| HN0930 ET U 74                             APPROX. 2.2 KM 2295407.4 |
 HN0926|---------------------------------------------------------------------|
 HN0926
 HN0926                          SUPERSEDED SURVEY CONTROL
 HN0926
 HN0926  NAD 83(1992)-  37 10 16.14440(N)    110 53 52.98191(W) AD(       ) 3
 HN0926  NAD 83(1986)-  37 10 16.14325(N)    110 53 52.98096(W) AD(       ) 3
 HN0926  NAD 27      -  37 10 16.15775(N)    110 53 50.44604(W) AD(       ) 3
 HN0926  NGVD 29 (07/19/86) 1389.6    (m)         4559.     (f) VERT ANG       
 HN0926
 HN0926.Superseded values are not recommended for survey control.
 HN0926
 HN0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0926.See file dsdata.pdf to determine how the superseded data were derived.
 HN0926
 HN0926_MARKER: DD = SURVEY DISK
 HN0926_SETTING: 66 = SET IN ROCK OUTCROP
 HN0926_STAMPING: ET U 75 1959
 HN0926_MARK LOGO: USGS
 HN0926_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0926+STABILITY: POSITION/ELEVATION WELL
 HN0926
 HN0926  HISTORY     - Date     Condition        Report By
 HN0926  HISTORY     - 1959     MONUMENTED       USGS
 HN0926
 HN0926                          STATION DESCRIPTION
 HN0926
 HN0926'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0926'LOCATED 0.8 MI. S. AND OVERLOOKING THE JUNCTION OF THE COLORADO
 HN0926'AND SAN JUAN RIVERS, ON TOP OF A SMALL SANDSTONE BUTTE.
 HN0926'
 HN0926'STATION REACHED BY HELICOPTER.
 HN0926'
 HN0926'STATION MARK--STANDARD TABLET, STAMPED ---ET U 75 1959---, CEMENTED
 HN0926'IN SOLID SANDSTONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0928 ***********************************************************************
 HN0928  DESIGNATION -  ET U 76
 HN0928  PID         -  HN0928
 HN0928  STATE/COUNTY-  UT/KANE
 HN0928  COUNTRY     -  US
 HN0928  USGS QUAD   -  NASJA MESA (2017)
 HN0928
 HN0928                         *CURRENT SURVEY CONTROL
 HN0928  ______________________________________________________________________
 HN0928* NAD 83(1994) POSITION- 37 12 22.44335(N) 110 54 18.20589(W)   ADJUSTED
 HN0928* NAVD 88 ORTHO HEIGHT -  1383.3   (meters)     4538.    (feet) VERTCON3
 HN0928  ______________________________________________________________________
 HN0928  GEOID HEIGHT    -        -22.770 (meters)                     GEOID18
 HN0928  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 HN0928  HORZ ORDER      -  THIRD
 HN0928
 HN0928.The horizontal coordinates were established by classical geodetic methods
 HN0928.and adjusted by the National Geodetic Survey in November 1997.
 HN0928
 HN0928.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0928
 HN0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0928.GEOID18 height accuracy estimate available here.
 HN0928
 HN0928.Click photographs - Photos may exist for this station.
 HN0928
 HN0928.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0928
 HN0928. The following values were computed from the NAD 83(1994) position.
 HN0928
 HN0928;                    North         East     Units Scale Factor Converg.
 HN0928;SPC UT S     - 3,060,051.099   552,813.224   MT  1.00000181   +0 21 52.3
 HN0928;SPC UT S     -10,039,517.65  1,813,688.05   sFT  1.00000181   +0 21 52.3
 HN0928;UTM  12      - 4,117,755.227   508,424.769   MT  0.99960087   +0 03 26.7
 HN0928
 HN0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0928!SPC UT S     -   0.99978654  x   1.00000181  =   0.99978835
 HN0928!UTM  12      -   0.99978654  x   0.99960087  =   0.99938749
 HN0928
 HN0928:                Primary Azimuth Mark                     Grid Az
 HN0928:SPC UT S     -  ET U 77                                  237 03 11.5
 HN0928:UTM  12      -  ET U 77                                  237 21 37.1
 HN0928
 HN0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0842417755(NAD 83)
 HN0928
 HN0928|---------------------------------------------------------------------|
 HN0928| PID    Reference Object                     Distance      Geod. Az  |
 HN0928|                                                           dddmmss.s |
 HN0928| HN0931 ET U 77                             APPROX. 3.5 KM 2372503.8 |
 HN0928|---------------------------------------------------------------------|
 HN0928
 HN0928                          SUPERSEDED SURVEY CONTROL
 HN0928
 HN0928  NAD 83(1992)-  37 12 22.44020(N)    110 54 18.20642(W) AD(       ) 3
 HN0928  NAD 83(1986)-  37 12 22.43916(N)    110 54 18.20559(W) AD(       ) 3
 HN0928  NAD 27      -  37 12 22.45321(N)    110 54 15.66247(W) AD(       ) 3
 HN0928  NGVD 29 (07/19/86) 1382.3    (m)         4535.     (f) VERT ANG       
 HN0928
 HN0928.Superseded values are not recommended for survey control.
 HN0928
 HN0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0928.See file dsdata.pdf to determine how the superseded data were derived.
 HN0928
 HN0928_MARKER: DD = SURVEY DISK
 HN0928_SETTING: 66 = SET IN ROCK OUTCROP
 HN0928_STAMPING: ET U 76 1959
 HN0928_MARK LOGO: USGS
 HN0928_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0928+STABILITY: POSITION/ELEVATION WELL
 HN0928
 HN0928  HISTORY     - Date     Condition        Report By
 HN0928  HISTORY     - 1959     MONUMENTED       USGS
 HN0928
 HN0928                          STATION DESCRIPTION
 HN0928
 HN0928'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0928'LOCATED ABOUT 3.3 MI. S. OF HOLE IN THE ROCK, 1.9 MI. N. OF THE
 HN0928'CONFLUENCE OF THE SAN JUAN RIVER AND COLORADO RIVER, 0.5 MI. W. OF
 HN0928'THE COLORADO RIVER, ON THE NE. END OF A FLAT TOP.
 HN0928'
 HN0928'STATION REACHED BY HELICOPTER.
 HN0928'
 HN0928'STATION MARK--STANDARD TABLET, STAMPED ---ET U 76 1959---, CEMENTED
 HN0928'IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0931 ***********************************************************************
 HN0931  DESIGNATION -  ET U 77
 HN0931  PID         -  HN0931
 HN0931  STATE/COUNTY-  UT/KANE
 HN0931  COUNTRY     -  US
 HN0931  USGS QUAD   -  NASJA MESA (2017)
 HN0931
 HN0931                         *CURRENT SURVEY CONTROL
 HN0931  ______________________________________________________________________
 HN0931* NAD 83(1994) POSITION- 37 11 21.77136(N) 110 56 16.83505(W)   ADJUSTED
 HN0931* NAVD 88 ORTHO HEIGHT -  1340.7   (meters)     4399.    (feet) VERTCON3
 HN0931  ______________________________________________________________________
 HN0931  GEOID HEIGHT    -        -22.800 (meters)                     GEOID18
 HN0931  LAPLACE CORR    -         -3.90  (seconds)                    DEFLEC18
 HN0931  HORZ ORDER      -  THIRD
 HN0931
 HN0931.The horizontal coordinates were established by classical geodetic methods
 HN0931.and adjusted by the National Geodetic Survey in November 1997.
 HN0931
 HN0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0931
 HN0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0931.GEOID18 height accuracy estimate available here.
 HN0931
 HN0931.Click photographs - Photos may exist for this station.
 HN0931
 HN0931.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0931
 HN0931. The following values were computed from the NAD 83(1994) position.
 HN0931
 HN0931;                    North         East     Units Scale Factor Converg.
 HN0931;SPC UT S     - 3,058,162.626   549,899.295   MT  1.00000479   +0 20 39.6
 HN0931;SPC UT S     -10,033,321.88  1,804,127.94   sFT  1.00000479   +0 20 39.6
 HN0931;UTM  12      - 4,115,883.148   505,501.941   MT  0.99960037   +0 02 14.9
 HN0931
 HN0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0931!SPC UT S     -   0.99979323  x   1.00000479  =   0.99979802
 HN0931!UTM  12      -   0.99979323  x   0.99960037  =   0.99939368
 HN0931
 HN0931:                Primary Azimuth Mark                     Grid Az
 HN0931:SPC UT S     -  ET U 76                                  057 03 12.5
 HN0931:UTM  12      -  ET U 76                                  057 21 37.2
 HN0931
 HN0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0550115883(NAD 83)
 HN0931
 HN0931|---------------------------------------------------------------------|
 HN0931| PID    Reference Object                     Distance      Geod. Az  |
 HN0931|                                                           dddmmss.s |
 HN0931| HN0928 ET U 76                             APPROX. 3.5 KM 0572352.1 |
 HN0931|---------------------------------------------------------------------|
 HN0931
 HN0931                          SUPERSEDED SURVEY CONTROL
 HN0931
 HN0931  NAD 83(1992)-  37 11 21.76851(N)    110 56 16.83557(W) AD(       ) 3
 HN0931  NAD 83(1986)-  37 11 21.76718(N)    110 56 16.83478(W) AD(       ) 3
 HN0931  NAD 27      -  37 11 21.78321(N)    110 56 14.28825(W) AD(       ) 3
 HN0931  NGVD 29 (07/19/86) 1339.6    (m)         4395.     (f) VERT ANG       
 HN0931
 HN0931.Superseded values are not recommended for survey control.
 HN0931
 HN0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0931.See file dsdata.pdf to determine how the superseded data were derived.
 HN0931
 HN0931_MARKER: DD = SURVEY DISK
 HN0931_SETTING: 66 = SET IN ROCK OUTCROP
 HN0931_STAMPING: ET U 77 1959
 HN0931_MARK LOGO: USGS
 HN0931_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0931+STABILITY: POSITION/ELEVATION WELL
 HN0931
 HN0931  HISTORY     - Date     Condition        Report By
 HN0931  HISTORY     - 1959     MONUMENTED       USGS
 HN0931
 HN0931                          STATION DESCRIPTION
 HN0931
 HN0931'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0931'LOCATED ABOUT 5 MI. SSW. OF HOLE IN THE ROCK HISTORICAL MARKER,
 HN0931'ABOUT 2.1 MI. WNW. OF THE JUNCTION OF THE SAN JUAN AND COLORADO
 HN0931'RIVERS, ABOUT 2.5 MI. W. OF THE COLORADO RIVER ON THE HIGHEST
 HN0931'POINT OF AN IRREGULAR SMALL BUTTE.
 HN0931'
 HN0931'STATION REACHED BY HELICOPTER.
 HN0931'
 HN0931'STATION MARK--STANDARD TABLET, STAMPED ---ET U 77 1959---, SET IN
 HN0931'FLAKY BUT SOLID SANDSTONE ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0934 ***********************************************************************
 HN0934  DESIGNATION -  ET U 78
 HN0934  PID         -  HN0934
 HN0934  STATE/COUNTY-  UT/KANE
 HN0934  COUNTRY     -  US
 HN0934  USGS QUAD   -  NASJA MESA (2017)
 HN0934
 HN0934                         *CURRENT SURVEY CONTROL
 HN0934  ______________________________________________________________________
 HN0934* NAD 83(1994) POSITION- 37 09 58.79342(N) 110 57 05.63799(W)   ADJUSTED
 HN0934* NAVD 88 ORTHO HEIGHT -  1714.9   (meters)     5626.    (feet) VERTCON3
 HN0934  ______________________________________________________________________
 HN0934  GEOID HEIGHT    -        -22.809 (meters)                     GEOID18
 HN0934  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 HN0934  HORZ ORDER      -  THIRD
 HN0934
 HN0934.The horizontal coordinates were established by classical geodetic methods
 HN0934.and adjusted by the National Geodetic Survey in November 1997.
 HN0934
 HN0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0934
 HN0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0934.GEOID18 height accuracy estimate available here.
 HN0934
 HN0934.Click photographs - Photos may exist for this station.
 HN0934
 HN0934.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0934
 HN0934. The following values were computed from the NAD 83(1994) position.
 HN0934
 HN0934;                    North         East     Units Scale Factor Converg.
 HN0934;SPC UT S     - 3,055,597.458   548,710.636   MT  1.00000901   +0 20 09.7
 HN0934;SPC UT S     -10,024,905.99  1,800,228.14   sFT  1.00000901   +0 20 09.7
 HN0934;UTM  12      - 4,113,325.422   504,300.052   MT  0.99960023   +0 01 45.3
 HN0934
 HN0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0934!SPC UT S     -   0.99973454  x   1.00000901  =   0.99974354
 HN0934!UTM  12      -   0.99973454  x   0.99960023  =   0.99933487
 HN0934
 HN0934:                Primary Azimuth Mark                     Grid Az
 HN0934:SPC UT S     -  ET U 71                                  220 29 06.7
 HN0934:UTM  12      -  ET U 71                                  220 47 31.1
 HN0934
 HN0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0430013325(NAD 83)
 HN0934
 HN0934|---------------------------------------------------------------------|
 HN0934| PID    Reference Object                     Distance      Geod. Az  |
 HN0934|                                                           dddmmss.s |
 HN0934| HN0936 ET U 71                             APPROX. 4.1 KM 2204916.4 |
 HN0934|---------------------------------------------------------------------|
 HN0934
 HN0934                          SUPERSEDED SURVEY CONTROL
 HN0934
 HN0934  NAD 83(1992)-  37 09 58.79080(N)    110 57 05.63851(W) AD(       ) 3
 HN0934  NAD 83(1986)-  37 09 58.78942(N)    110 57 05.63785(W) AD(       ) 3
 HN0934  NAD 27      -  37 09 58.81056(N)    110 57 03.09958(W) AD(       ) 3
 HN0934  NGVD 29 (07/19/86) 1713.8    (m)         5623.     (f) VERT ANG       
 HN0934
 HN0934.Superseded values are not recommended for survey control.
 HN0934
 HN0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0934.See file dsdata.pdf to determine how the superseded data were derived.
 HN0934
 HN0934_MARKER: DD = SURVEY DISK
 HN0934_SETTING: 66 = SET IN ROCK OUTCROP
 HN0934_STAMPING: ET U 78 1959
 HN0934_MARK LOGO: USGS
 HN0934_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0934+STABILITY: POSITION/ELEVATION WELL
 HN0934
 HN0934  HISTORY     - Date     Condition        Report By
 HN0934  HISTORY     - 1959     MONUMENTED       USGS
 HN0934
 HN0934                          STATION DESCRIPTION
 HN0934
 HN0934'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0934'LOCATED ABOUT 3 MI. SW. OF THE CONFLUENCE OF THE COLORADO RIVER WITH
 HN0934'THE SAN JUAN RIVER, 1 MI. N. OF THE COLORADO RIVER, AT THE S. END OF
 HN0934'A LONG MESA.
 HN0934'
 HN0934'STATION REACHED BY HELICOPTER.
 HN0934'
 HN0934'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 78 1959---,
 HN0934'CEMENTED IN DRILL HOLE IN SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0909 ***********************************************************************
 HN0909  DESIGNATION -  ET U 79
 HN0909  PID         -  HN0909
 HN0909  STATE/COUNTY-  UT/SAN JUAN
 HN0909  COUNTRY     -  US
 HN0909  USGS QUAD   -  WILSON CREEK (2017)
 HN0909
 HN0909                         *CURRENT SURVEY CONTROL
 HN0909  ______________________________________________________________________
 HN0909* NAD 83(1994) POSITION- 37 13 27.45379(N) 110 52 22.70196(W)   ADJUSTED
 HN0909* NAVD 88 ORTHO HEIGHT -  1358.8   (meters)     4458.    (feet) VERTCON3
 HN0909  ______________________________________________________________________
 HN0909  GEOID HEIGHT    -        -22.713 (meters)                     GEOID18
 HN0909  LAPLACE CORR    -          5.17  (seconds)                    DEFLEC18
 HN0909  HORZ ORDER      -  THIRD
 HN0909
 HN0909.The horizontal coordinates were established by classical geodetic methods
 HN0909.and adjusted by the National Geodetic Survey in November 1997.
 HN0909
 HN0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0909
 HN0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0909.GEOID18 height accuracy estimate available here.
 HN0909
 HN0909.Click photographs - Photos may exist for this station.
 HN0909
 HN0909.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0909
 HN0909. The following values were computed from the NAD 83(1994) position.
 HN0909
 HN0909;                    North         East     Units Scale Factor Converg.
 HN0909;SPC UT S     - 3,062,073.820   555,647.887   MT  0.99999870   +0 23 03.0
 HN0909;SPC UT S     -10,046,153.86  1,822,988.11   sFT  0.99999870   +0 23 03.0
 HN0909;UTM  12      - 4,119,761.919   511,269.101   MT  0.99960156   +0 04 36.6
 HN0909
 HN0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0909!SPC UT S     -   0.99979037  x   0.99999870  =   0.99978907
 HN0909!UTM  12      -   0.99979037  x   0.99960156  =   0.99939202
 HN0909
 HN0909:                Primary Azimuth Mark                     Grid Az
 HN0909:SPC UT S     -  ET U 80                                  032 29 57.4
 HN0909:UTM  12      -  ET U 80                                  032 48 23.8
 HN0909
 HN0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG1126919761(NAD 83)
 HN0909
 HN0909|---------------------------------------------------------------------|
 HN0909| PID    Reference Object                     Distance      Geod. Az  |
 HN0909|                                                           dddmmss.s |
 HN0909| HN0908 ET U 80                             APPROX. 2.5 KM 0325300.4 |
 HN0909|---------------------------------------------------------------------|
 HN0909
 HN0909                          SUPERSEDED SURVEY CONTROL
 HN0909
 HN0909  NAD 83(1992)-  37 13 27.45036(N)    110 52 22.70244(W) AD(       ) 3
 HN0909  NAD 83(1986)-  37 13 27.44957(N)    110 52 22.70166(W) AD(       ) 3
 HN0909  NAD 27      -  37 13 27.46811(N)    110 52 20.15942(W) AD(       ) 3
 HN0909  NGVD 29 (07/19/86) 1357.8    (m)         4455.     (f) VERT ANG       
 HN0909
 HN0909.Superseded values are not recommended for survey control.
 HN0909
 HN0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0909.See file dsdata.pdf to determine how the superseded data were derived.
 HN0909
 HN0909_MARKER: DD = SURVEY DISK
 HN0909_SETTING: 66 = SET IN ROCK OUTCROP
 HN0909_STAMPING: ET U 79 1959
 HN0909_MARK LOGO: USGS
 HN0909_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0909+STABILITY: POSITION/ELEVATION WELL
 HN0909
 HN0909  HISTORY     - Date     Condition        Report By
 HN0909  HISTORY     - 1959     MONUMENTED       USGS
 HN0909
 HN0909                          STATION DESCRIPTION
 HN0909
 HN0909'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0909'LOCATED ABOUT 3.5 MI. N. OF THE JUNCTION OF THE COLORADO RIVER AND
 HN0909'SAN JUAN RIVER, 2 MI. S. OF THE HOLE-IN-THE-ROCK, ON THE SE. SIDE,
 HN0909'AND OVERLOOKING THE COLORADO RIVER, IN A SMALL SADDLE ON A SANDSTONE
 HN0909'BLUFF.
 HN0909'
 HN0909'STATION REACHED BY HELICOPTER.
 HN0909'
 HN0909'STATION MARK--STANDARD TABLET, STAMPED ---ET U 79 1959---, CEMENTED
 HN0909'IN SOLID SANDSTONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0773 ***********************************************************************
 HN0773  DESIGNATION -  ET U 8
 HN0773  PID         -  HN0773
 HN0773  STATE/COUNTY-  UT/KANE
 HN0773  COUNTRY     -  US
 HN0773  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0773
 HN0773                         *CURRENT SURVEY CONTROL
 HN0773  ______________________________________________________________________
 HN0773* NAD 83(1994) POSITION- 37 05 10.10467(N) 111 28 40.60817(W)   ADJUSTED
 HN0773* NAVD 88 ORTHO HEIGHT -  1264.0   (meters)     4147.    (feet) VERTCON3
 HN0773  ______________________________________________________________________
 HN0773  GEOID HEIGHT    -        -23.319 (meters)                     GEOID18
 HN0773  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 HN0773  HORZ ORDER      -  THIRD
 HN0773
 HN0773.The horizontal coordinates were established by classical geodetic methods
 HN0773.and adjusted by the National Geodetic Survey in November 1997.
 HN0773
 HN0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0773
 HN0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0773.GEOID18 height accuracy estimate available here.
 HN0773
 HN0773.Click photographs - Photos may exist for this station.
 HN0773
 HN0773.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0773
 HN0773. The following values were computed from the NAD 83(1994) position.
 HN0773
 HN0773;                    North         East     Units Scale Factor Converg.
 HN0773;SPC UT S     - 3,046,555.071   501,960.832   MT  1.00002494   +0 00 48.6
 HN0773;SPC UT S     - 9,995,239.43  1,646,849.83   sFT  1.00002494   +0 00 48.6
 HN0773;UTM  12      - 4,104,535.088   457,522.066   MT  0.99962223   -0 17 17.6
 HN0773
 HN0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0773!SPC UT S     -   0.99980534  x   1.00002494  =   0.99983027
 HN0773!UTM  12      -   0.99980534  x   0.99962223  =   0.99942764
 HN0773
 HN0773:                Primary Azimuth Mark                     Grid Az
 HN0773:SPC UT S     -  ET U 7                                   176 10 40.8
 HN0773:UTM  12      -  ET U 7                                   176 28 47.0
 HN0773
 HN0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG5752204535(NAD 83)
 HN0773
 HN0773|---------------------------------------------------------------------|
 HN0773| PID    Reference Object                     Distance      Geod. Az  |
 HN0773|                                                           dddmmss.s |
 HN0773| HN0772 ET U 7                              APPROX. 2.2 KM 1761129.4 |
 HN0773|---------------------------------------------------------------------|
 HN0773
 HN0773                          SUPERSEDED SURVEY CONTROL
 HN0773
 HN0773  NAD 83(1992)-  37 05 10.10385(N)    111 28 40.60848(W) AD(       ) 3
 HN0773  NAD 83(1986)-  37 05 10.10140(N)    111 28 40.60952(W) AD(       ) 3
 HN0773  NAD 27      -  37 05 10.14528(N)    111 28 38.03500(W) AD(       ) 3
 HN0773  NGVD 29 (07/19/86) 1263.1    (m)         4144.     (f) VERT ANG       
 HN0773
 HN0773.Superseded values are not recommended for survey control.
 HN0773
 HN0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0773.See file dsdata.pdf to determine how the superseded data were derived.
 HN0773
 HN0773_MARKER: DD = SURVEY DISK
 HN0773_SETTING: 66 = SET IN ROCK OUTCROP
 HN0773_STAMPING: ET U 8 1959
 HN0773_MARK LOGO: USGS
 HN0773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0773+STABILITY: POSITION/ELEVATION WELL
 HN0773
 HN0773  HISTORY     - Date     Condition        Report By
 HN0773  HISTORY     - 1959     MONUMENTED       USGS
 HN0773
 HN0773                          STATION DESCRIPTION
 HN0773
 HN0773'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0773'LOCATED ABOUT 9.9 MI. W. OF THE ---CROSSING OF THE FATHERS---, 0.9
 HN0773'MI. W. OF WARM CREEK, IN THE CENTER OF SEC. 9, ON A SMALL TOP THAT
 HN0773'OVERLOOKS A DEEP CANYON TO N.
 HN0773'
 HN0773'STATION REACHED BY HELICOPTER.
 HN0773'
 HN0773'STATION MARK--STANDARD TABLET, STAMPED ---ET U 8 1959---, CEMENTED
 HN0773'IN DRILL HOLE IN TOP OF SOLID SANDSTONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0908 ***********************************************************************
 HN0908  DESIGNATION -  ET U 80
 HN0908  PID         -  HN0908
 HN0908  STATE/COUNTY-  UT/SAN JUAN
 HN0908  COUNTRY     -  US
 HN0908  USGS QUAD   -  WILSON CREEK (2017)
 HN0908
 HN0908                         *CURRENT SURVEY CONTROL
 HN0908  ______________________________________________________________________
 HN0908* NAD 83(1994) POSITION- 37 14 35.58633(N) 110 51 27.60166(W)   ADJUSTED
 HN0908* NAVD 88 ORTHO HEIGHT -  1319.7   (meters)     4330.    (feet) VERTCON3
 HN0908  ______________________________________________________________________
 HN0908  GEOID HEIGHT    -        -22.696 (meters)                     GEOID18
 HN0908  LAPLACE CORR    -          4.58  (seconds)                    DEFLEC18
 HN0908  HORZ ORDER      -  THIRD
 HN0908
 HN0908.The horizontal coordinates were established by classical geodetic methods
 HN0908.and adjusted by the National Geodetic Survey in November 1997.
 HN0908
 HN0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0908
 HN0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0908.GEOID18 height accuracy estimate available here.
 HN0908
 HN0908.Click photographs - Photos may exist for this station.
 HN0908
 HN0908.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0908
 HN0908. The following values were computed from the NAD 83(1994) position.
 HN0908
 HN0908;                    North         East     Units Scale Factor Converg.
 HN0908;SPC UT S     - 3,064,183.397   556,991.796   MT  0.99999555   +0 23 36.8
 HN0908;SPC UT S     -10,053,075.03  1,827,397.25   sFT  0.99999555   +0 23 36.8
 HN0908;UTM  12      - 4,121,863.425   512,623.771   MT  0.99960196   +0 05 10.1
 HN0908
 HN0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0908!SPC UT S     -   0.99979651  x   0.99999555  =   0.99979206
 HN0908!UTM  12      -   0.99979651  x   0.99960196  =   0.99939855
 HN0908
 HN0908:                Primary Azimuth Mark                     Grid Az
 HN0908:SPC UT S     -  ET U 79                                  212 29 57.0
 HN0908:UTM  12      -  ET U 79                                  212 48 23.7
 HN0908
 HN0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG1262321863(NAD 83)
 HN0908
 HN0908|---------------------------------------------------------------------|
 HN0908| PID    Reference Object                     Distance      Geod. Az  |
 HN0908|                                                           dddmmss.s |
 HN0908| HN0909 ET U 79                             APPROX. 2.5 KM 2125333.8 |
 HN0908|---------------------------------------------------------------------|
 HN0908
 HN0908                          SUPERSEDED SURVEY CONTROL
 HN0908
 HN0908  NAD 83(1992)-  37 14 35.58267(N)    110 51 27.60208(W) AD(       ) 3
 HN0908  NAD 83(1986)-  37 14 35.58207(N)    110 51 27.60135(W) AD(       ) 3
 HN0908  NAD 27      -  37 14 35.60671(N)    110 51 25.05965(W) AD(       ) 3
 HN0908  NGVD 29 (07/19/86) 1318.7    (m)         4326.     (f) VERT ANG       
 HN0908
 HN0908.Superseded values are not recommended for survey control.
 HN0908
 HN0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0908.See file dsdata.pdf to determine how the superseded data were derived.
 HN0908
 HN0908_MARKER: DD = SURVEY DISK
 HN0908_SETTING: 66 = SET IN ROCK OUTCROP
 HN0908_STAMPING: ET U 80 1959
 HN0908_MARK LOGO: USGS
 HN0908_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0908+STABILITY: POSITION/ELEVATION WELL
 HN0908
 HN0908  HISTORY     - Date     Condition        Report By
 HN0908  HISTORY     - 1959     MONUMENTED       USGS
 HN0908
 HN0908                          STATION DESCRIPTION
 HN0908
 HN0908'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0908'LOCATED ABOUT 5.1 MI. N. OF THE CONFLUENCE OF THE SAN JUAN RIVER AND
 HN0908'THE COLORADO RIVER, 2.1 MI. E. OF HOLE-IN-THE-ROCK, 0.5 MI. N. OF A
 HN0908'PROMINENT CANYON, ON TOP OF A SANDSTONE KNOB.
 HN0908'
 HN0908'STATION REACHED BY HELICOPTER.
 HN0908'
 HN0908'STATION MARK--STANDARD TABLET, STAMPED ---ET U 80 1959---, CEMENTED
 HN0908'IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0927 ***********************************************************************
 HN0927  DESIGNATION -  ET U 81
 HN0927  PID         -  HN0927
 HN0927  STATE/COUNTY-  UT/KANE
 HN0927  COUNTRY     -  US
 HN0927  USGS QUAD   -  NASJA MESA (2017)
 HN0927
 HN0927                         *CURRENT SURVEY CONTROL
 HN0927  ______________________________________________________________________
 HN0927* NAD 83(1994) POSITION- 37 14 58.76125(N) 110 54 17.78519(W)   ADJUSTED
 HN0927* NAVD 88 ORTHO HEIGHT -  1373.8   (meters)     4507.    (feet) VERTCON3
 HN0927  ______________________________________________________________________
 HN0927  GEOID HEIGHT    -        -22.730 (meters)                     GEOID18
 HN0927  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 HN0927  HORZ ORDER      -  THIRD
 HN0927
 HN0927.The horizontal coordinates were established by classical geodetic methods
 HN0927.and adjusted by the National Geodetic Survey in November 1997.
 HN0927
 HN0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0927
 HN0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0927.GEOID18 height accuracy estimate available here.
 HN0927
 HN0927.Click photographs - Photos may exist for this station.
 HN0927
 HN0927.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0927
 HN0927. The following values were computed from the NAD 83(1994) position.
 HN0927
 HN0927;                    North         East     Units Scale Factor Converg.
 HN0927;SPC UT S     - 3,064,870.075   552,792.934   MT  0.99999451   +0 21 52.5
 HN0927;SPC UT S     -10,055,327.90  1,813,621.48   sFT  0.99999451   +0 21 52.5
 HN0927;UTM  12      - 4,122,572.329   508,430.303   MT  0.99960088   +0 03 27.1
 HN0927
 HN0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0927!SPC UT S     -   0.99978802  x   0.99999451  =   0.99978254
 HN0927!UTM  12      -   0.99978802  x   0.99960088  =   0.99938899
 HN0927
 HN0927:                Primary Azimuth Mark                     Grid Az
 HN0927:SPC UT S     -  GREEN=ET U 84                            334 03 21.3
 HN0927:UTM  12      -  GREEN=ET U 84                            334 21 46.7
 HN0927
 HN0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0843022572(NAD 83)
 HN0927
 HN0927|---------------------------------------------------------------------|
 HN0927| PID    Reference Object                     Distance      Geod. Az  |
 HN0927|                                                           dddmmss.s |
 HN0927| HN0953 GREEN=ET U 84                       APPROX. 2.7 KM 3342513.8 |
 HN0927|---------------------------------------------------------------------|
 HN0927
 HN0927                          SUPERSEDED SURVEY CONTROL
 HN0927
 HN0927  NAD 83(1992)-  37 14 58.75755(N)    110 54 17.78550(W) AD(       ) 3
 HN0927  NAD 83(1986)-  37 14 58.75691(N)    110 54 17.78488(W) AD(       ) 3
 HN0927  NAD 27      -  37 14 58.78863(N)    110 54 15.23985(W) AD(       ) 3
 HN0927  NGVD 29 (07/19/86) 1372.8    (m)         4504.     (f) VERT ANG       
 HN0927
 HN0927.Superseded values are not recommended for survey control.
 HN0927
 HN0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0927.See file dsdata.pdf to determine how the superseded data were derived.
 HN0927
 HN0927_MARKER: DD = SURVEY DISK
 HN0927_SETTING: 66 = SET IN ROCK OUTCROP
 HN0927_STAMPING: ET U 81 1959
 HN0927_MARK LOGO: USGS
 HN0927_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0927+STABILITY: POSITION/ELEVATION WELL
 HN0927
 HN0927  HISTORY     - Date     Condition        Report By
 HN0927  HISTORY     - 1959     MONUMENTED       USGS
 HN0927
 HN0927                          STATION DESCRIPTION
 HN0927
 HN0927'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0927'LOCATED ABOUT 3.2 MI. SSW. OF THE CONFLUENCE OF THE ESCALANTE RIVER
 HN0927'WITH THE COLORADO RIVER, 1 MI. W. OF THE COLORADO RIVER, 0.8 MI. SW.
 HN0927'OF THE HOLE-IN-THE-ROCK, ON A ROUNDED SANDSTONE TOP.
 HN0927'
 HN0927'STATION REACHED BY HELICOPTER.
 HN0927'
 HN0927'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 81 1959---,
 HN0927'CEMENTED IN DRILL HOLE IN SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0951 ***********************************************************************
 HN0951  DESIGNATION -  ET U 82
 HN0951  PID         -  HN0951
 HN0951  STATE/COUNTY-  UT/SAN JUAN
 HN0951  COUNTRY     -  US
 HN0951  USGS QUAD   -  THE RINCON (2017)
 HN0951
 HN0951                         *CURRENT SURVEY CONTROL
 HN0951  ______________________________________________________________________
 HN0951* NAD 83(1994) POSITION- 37 16 01.62673(N) 110 51 11.01228(W)   ADJUSTED
 HN0951* NAVD 88 ORTHO HEIGHT -  1326.4   (meters)     4352.    (feet) VERTCON3
 HN0951  ______________________________________________________________________
 HN0951  GEOID HEIGHT    -        -22.689 (meters)                     GEOID18
 HN0951  LAPLACE CORR    -          4.81  (seconds)                    DEFLEC18
 HN0951  HORZ ORDER      -  THIRD
 HN0951
 HN0951.The horizontal coordinates were established by classical geodetic methods
 HN0951.and adjusted by the National Geodetic Survey in November 1997.
 HN0951
 HN0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0951
 HN0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0951.GEOID18 height accuracy estimate available here.
 HN0951
 HN0951.Click photographs - Photos may exist for this station.
 HN0951
 HN0951.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0951
 HN0951. The following values were computed from the NAD 83(1994) position.
 HN0951
 HN0951;                    North         East     Units Scale Factor Converg.
 HN0951;SPC UT S     - 3,066,838.628   557,382.304   MT  0.99999173   +0 23 46.9
 HN0951;SPC UT S     -10,061,786.40  1,828,678.44   sFT  0.99999173   +0 23 46.9
 HN0951;UTM  12      - 4,124,515.483   513,028.362   MT  0.99960209   +0 05 20.3
 HN0951
 HN0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0951!SPC UT S     -   0.99979545  x   0.99999173  =   0.99978718
 HN0951!UTM  12      -   0.99979545  x   0.99960209  =   0.99939762
 HN0951
 HN0951:                Primary Azimuth Mark                     Grid Az
 HN0951:SPC UT S     -  ET U 83                                  296 42 22.0
 HN0951:UTM  12      -  ET U 83                                  297 00 48.6
 HN0951
 HN0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG1302824515(NAD 83)
 HN0951
 HN0951|---------------------------------------------------------------------|
 HN0951| PID    Reference Object                     Distance      Geod. Az  |
 HN0951|                                                           dddmmss.s |
 HN0951| HN0955 ET U 83                             APPROX. 2.4 KM 2970608.9 |
 HN0951|---------------------------------------------------------------------|
 HN0951
 HN0951                          SUPERSEDED SURVEY CONTROL
 HN0951
 HN0951  NAD 83(1992)-  37 16 01.62291(N)    110 51 11.01256(W) AD(       ) 3
 HN0951  NAD 83(1986)-  37 16 01.62243(N)    110 51 11.01200(W) AD(       ) 3
 HN0951  NAD 27      -  37 16 01.65085(N)    110 51 08.47221(W) AD(       ) 3
 HN0951  NGVD 29 (07/19/86) 1325.4    (m)         4348.     (f) VERT ANG       
 HN0951
 HN0951.Superseded values are not recommended for survey control.
 HN0951
 HN0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0951.See file dsdata.pdf to determine how the superseded data were derived.
 HN0951
 HN0951_MARKER: DD = SURVEY DISK
 HN0951_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HN0951_STAMPING: ET U 82 1959
 HN0951_MARK LOGO: USGS
 HN0951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0951
 HN0951  HISTORY     - Date     Condition        Report By
 HN0951  HISTORY     - 1959     MONUMENTED       USGS
 HN0951
 HN0951                          STATION DESCRIPTION
 HN0951
 HN0951'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0951'LOCATED ABOUT 1.7 MI. SW. OF RINCON BUTTE, 0.5 MI. E. OF COLORADO
 HN0951'RIVER, ON SW. POINT OF HILL.
 HN0951'
 HN0951'STATION REACHED BY HELICOPTER.
 HN0951'
 HN0951'STATION MARK--STANDARD TABLET, STAMPED ---ET U 82 1959---.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0955 ***********************************************************************
 HN0955  DESIGNATION -  ET U 83
 HN0955  PID         -  HN0955
 HN0955  STATE/COUNTY-  UT/KANE
 HN0955  COUNTRY     -  US
 HN0955  USGS QUAD   -  DAVIS GULCH (2017)
 HN0955
 HN0955                         *CURRENT SURVEY CONTROL
 HN0955  ______________________________________________________________________
 HN0955* NAD 83(1994) POSITION- 37 16 36.62451(N) 110 52 36.60844(W)   ADJUSTED
 HN0955* NAVD 88 ORTHO HEIGHT -  1383.3   (meters)     4538.    (feet) VERTCON3
 HN0955  ______________________________________________________________________
 HN0955  GEOID HEIGHT    -        -22.712 (meters)                     GEOID18
 HN0955  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 HN0955  HORZ ORDER      -  THIRD
 HN0955
 HN0955.The horizontal coordinates were established by classical geodetic methods
 HN0955.and adjusted by the National Geodetic Survey in November 1997.
 HN0955
 HN0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0955
 HN0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0955.GEOID18 height accuracy estimate available here.
 HN0955
 HN0955.Click photographs - Photos may exist for this station.
 HN0955
 HN0955.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0955
 HN0955. The following values were computed from the NAD 83(1994) position.
 HN0955
 HN0955;                    North         East     Units Scale Factor Converg.
 HN0955;SPC UT S     - 3,067,903.203   555,266.202   MT  0.99999023   +0 22 54.5
 HN0955;SPC UT S     -10,065,279.09  1,821,735.86   sFT  0.99999023   +0 22 54.5
 HN0955;UTM  12      - 4,125,590.974   510,918.821   MT  0.99960147   +0 04 28.5
 HN0955
 HN0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0955!SPC UT S     -   0.99978653  x   0.99999023  =   0.99977676
 HN0955!UTM  12      -   0.99978653  x   0.99960147  =   0.99938809
 HN0955
 HN0955:                Primary Azimuth Mark                     Grid Az
 HN0955:SPC UT S     -  ET U 101                                 020 05 57.1
 HN0955:UTM  12      -  ET U 101                                 020 24 23.1
 HN0955
 HN0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG1091825590(NAD 83)
 HN0955
 HN0955|---------------------------------------------------------------------|
 HN0955| PID    Reference Object                     Distance      Geod. Az  |
 HN0955|                                                           dddmmss.s |
 HN0955| HN0952 ET U 101                            APPROX. 2.2 KM 0202851.6 |
 HN0955|---------------------------------------------------------------------|
 HN0955
 HN0955                          SUPERSEDED SURVEY CONTROL
 HN0955
 HN0955  NAD 83(1992)-  37 16 36.62072(N)    110 52 36.60863(W) AD(       ) 3
 HN0955  NAD 83(1986)-  37 16 36.62020(N)    110 52 36.60820(W) AD(       ) 3
 HN0955  NAD 27      -  37 16 36.65007(N)    110 52 34.06838(W) AD(       ) 3
 HN0955  NGVD 29 (07/19/86) 1382.3    (m)         4535.     (f) VERT ANG       
 HN0955
 HN0955.Superseded values are not recommended for survey control.
 HN0955
 HN0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0955.See file dsdata.pdf to determine how the superseded data were derived.
 HN0955
 HN0955_MARKER: DD = SURVEY DISK
 HN0955_SETTING: 66 = SET IN ROCK OUTCROP
 HN0955_STAMPING: ET U 83 1959
 HN0955_MARK LOGO: USGS
 HN0955_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0955+STABILITY: POSITION/ELEVATION WELL
 HN0955
 HN0955  HISTORY     - Date     Condition        Report By
 HN0955  HISTORY     - 1959     MONUMENTED       USGS
 HN0955
 HN0955                          STATION DESCRIPTION
 HN0955
 HN0955'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0955'LOCATED 1.8 MI. NE. OF THE HOLE-IN-THE-ROCK, 0.9 MI. SSW. OF THE
 HN0955'JUNCTION OF THE COLORADO AND ESCALANTE RIVERS, ON A HIGH ROUNDED
 HN0955'TOP (ONE OF A GROUP OF TOPS THAT LIE ON THE W. SIDE OF THE
 HN0955'COLORADO RIVER).
 HN0955'
 HN0955'STATION REACHED BY HELICOPTER.
 HN0955'
 HN0955'STATION MARK--STANDARD TABLET, STAMPED ---ET U 83 1959---, CEMENTED
 HN0955'IN DRILL HOLE IN TOP OF SOLID SANDSTONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0959 ***********************************************************************
 HN0959  DESIGNATION -  ET U 87
 HN0959  PID         -  HN0959
 HN0959  STATE/COUNTY-  UT/KANE
 HN0959  COUNTRY     -  US
 HN0959  USGS QUAD   -  DAVIS GULCH (2017)
 HN0959
 HN0959                         *CURRENT SURVEY CONTROL
 HN0959  ______________________________________________________________________
 HN0959* NAD 83(1994) POSITION- 37 17 56.53644(N) 110 56 06.05202(W)   ADJUSTED
 HN0959* NAVD 88 ORTHO HEIGHT -  1360.0   (meters)     4462.    (feet) VERTCON3
 HN0959  ______________________________________________________________________
 HN0959  GEOID HEIGHT    -        -22.707 (meters)                     GEOID18
 HN0959  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 HN0959  HORZ ORDER      -  THIRD
 HN0959
 HN0959.The horizontal coordinates were established by classical geodetic methods
 HN0959.and adjusted by the National Geodetic Survey in November 1997.
 HN0959
 HN0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0959
 HN0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0959.GEOID18 height accuracy estimate available here.
 HN0959
 HN0959.Click photographs - Photos may exist for this station.
 HN0959
 HN0959.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0959
 HN0959. The following values were computed from the NAD 83(1994) position.
 HN0959
 HN0959;                    North         East     Units Scale Factor Converg.
 HN0959;SPC UT S     - 3,070,333.927   550,091.719   MT  0.99998690   +0 20 46.2
 HN0959;SPC UT S     -10,073,253.89  1,804,759.25   sFT  0.99998690   +0 20 46.2
 HN0959;UTM  12      - 4,128,048.435   505,759.437   MT  0.99960041   +0 02 21.8
 HN0959
 HN0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0959!SPC UT S     -   0.99979018  x   0.99998690  =   0.99977708
 HN0959!UTM  12      -   0.99979018  x   0.99960041  =   0.99939068
 HN0959
 HN0959:                Primary Azimuth Mark                     Grid Az
 HN0959:SPC UT S     -  GREEN=ET U 84                            153 23 54.7
 HN0959:UTM  12      -  GREEN=ET U 84                            153 42 19.1
 HN0959
 HN0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0575928048(NAD 83)
 HN0959
 HN0959|---------------------------------------------------------------------|
 HN0959| PID    Reference Object                     Distance      Geod. Az  |
 HN0959|                                                           dddmmss.s |
 HN0959| HN0953 GREEN=ET U 84                       APPROX. 3.4 KM 1534440.9 |
 HN0959|---------------------------------------------------------------------|
 HN0959
 HN0959                          SUPERSEDED SURVEY CONTROL
 HN0959
 HN0959  NAD 83(1992)-  37 17 56.53260(N)    110 56 06.05211(W) AD(       ) 3
 HN0959  NAD 83(1986)-  37 17 56.53205(N)    110 56 06.05174(W) AD(       ) 3
 HN0959  NAD 27      -  37 17 56.56380(N)    110 56 03.50076(W) AD(       ) 3
 HN0959  NGVD 29 (07/19/86) 1359.0    (m)         4459.     (f) VERT ANG       
 HN0959
 HN0959.Superseded values are not recommended for survey control.
 HN0959
 HN0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0959.See file dsdata.pdf to determine how the superseded data were derived.
 HN0959
 HN0959_MARKER: DD = SURVEY DISK
 HN0959_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0959_STAMPING: ET U 87 1959
 HN0959_MARK LOGO: USGS
 HN0959_MAGNETIC: P = MARKER IS A STEEL PIPE
 HN0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0959
 HN0959  HISTORY     - Date     Condition        Report By
 HN0959  HISTORY     - 1959     MONUMENTED       USGS
 HN0959
 HN0959                          STATION DESCRIPTION
 HN0959
 HN0959'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0959'LOCATED ABOUT 4 MI. N. OF HOLE-IN-THE-ROCK, 3.5 MI. W. OF THE
 HN0959'CONFLUENCE OF THE ESCALANTE AND THE COLORADO RIVERS, AT THE N. END
 HN0959'OF A SMALL MESA.
 HN0959'
 HN0959'STATION REACHED BY HELICOPTER.
 HN0959'
 HN0959'STATION MARK--STANDARD TABLET, STAMPED ---ET U 87 1959---, BRAZED ON
 HN0959'TOP OF A 1-1/2 IN. GALVANIZED IRON PIPE PROJECTING 2 FT. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0958 ***********************************************************************
 HN0958  DESIGNATION -  ET U 88
 HN0958  PID         -  HN0958
 HN0958  STATE/COUNTY-  UT/KANE
 HN0958  COUNTRY     -  US
 HN0958  USGS QUAD   -  DAVIS GULCH (2017)
 HN0958
 HN0958                         *CURRENT SURVEY CONTROL
 HN0958  ______________________________________________________________________
 HN0958* NAD 83(1994) POSITION- 37 19 54.95850(N) 110 53 42.84051(W)   ADJUSTED
 HN0958* NAVD 88 ORTHO HEIGHT -  1288.2   (meters)     4226.    (feet) VERTCON3
 HN0958  ______________________________________________________________________
 HN0958  GEOID HEIGHT    -        -22.673 (meters)                     GEOID18
 HN0958  LAPLACE CORR    -          1.49  (seconds)                    DEFLEC18
 HN0958  HORZ ORDER      -  THIRD
 HN0958
 HN0958.The horizontal coordinates were established by classical geodetic methods
 HN0958.and adjusted by the National Geodetic Survey in November 1997.
 HN0958
 HN0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0958
 HN0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0958.GEOID18 height accuracy estimate available here.
 HN0958
 HN0958.Click photographs - Photos may exist for this station.
 HN0958
 HN0958.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0958
 HN0958. The following values were computed from the NAD 83(1994) position.
 HN0958
 HN0958;                    North         East     Units Scale Factor Converg.
 HN0958;SPC UT S     - 3,074,006.659   553,595.050   MT  0.99998224   +0 22 13.9
 HN0958;SPC UT S     -10,085,303.51  1,816,253.09   sFT  0.99998224   +0 22 13.9
 HN0958;UTM  12      - 4,131,700.947   509,281.038   MT  0.99960106   +0 03 48.7
 HN0958
 HN0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0958!SPC UT S     -   0.99980144  x   0.99998224  =   0.99978368
 HN0958!UTM  12      -   0.99980144  x   0.99960106  =   0.99940258
 HN0958
 HN0958:                Primary Azimuth Mark                     Grid Az
 HN0958:SPC UT S     -  ET U 87                                  223 38 51.3
 HN0958:UTM  12      -  ET U 87                                  223 57 16.5
 HN0958
 HN0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0928131700(NAD 83)
 HN0958
 HN0958|---------------------------------------------------------------------|
 HN0958| PID    Reference Object                     Distance      Geod. Az  |
 HN0958|                                                           dddmmss.s |
 HN0958| HN0959 ET U 87                             APPROX. 5.1 KM 2240105.2 |
 HN0958|---------------------------------------------------------------------|
 HN0958
 HN0958                          SUPERSEDED SURVEY CONTROL
 HN0958
 HN0958  NAD 83(1992)-  37 19 54.95452(N)    110 53 42.84060(W) AD(       ) 3
 HN0958  NAD 83(1986)-  37 19 54.95408(N)    110 53 42.84018(W) AD(       ) 3
 HN0958  NAD 27      -  37 19 54.98664(N)    110 53 40.29305(W) AD(       ) 3
 HN0958  NGVD 29 (07/19/86) 1287.2    (m)         4223.     (f) VERT ANG       
 HN0958
 HN0958.Superseded values are not recommended for survey control.
 HN0958
 HN0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0958.See file dsdata.pdf to determine how the superseded data were derived.
 HN0958
 HN0958_MARKER: DD = SURVEY DISK
 HN0958_SETTING: 66 = SET IN ROCK OUTCROP
 HN0958_STAMPING: ET U 88 1959
 HN0958_MARK LOGO: USGS
 HN0958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0958+STABILITY: POSITION/ELEVATION WELL
 HN0958
 HN0958  HISTORY     - Date     Condition        Report By
 HN0958  HISTORY     - 1959     MONUMENTED       USGS
 HN0958
 HN0958                          STATION DESCRIPTION
 HN0958
 HN0958'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0958'LOCATED ABOUT 2.5 MI. ENE. OF GREGORY NATURAL BRIDGE, 3.4 MI. NW. OF
 HN0958'THE JUNCTIONS OF THE ESCALANTE AND COLORADO RIVERS, 1.3 MI. W. OF THE
 HN0958'COLORADO RIVER, AT THE SUMMIT OF A SMALL, DARK BROWN ROCK KNOLL WHICH
 HN0958'IS THE HIGHEST POINT IN THE IMMEDIATE AREA.
 HN0958'
 HN0958'STATION REACHED BY HELICOPTER.
 HN0958'
 HN0958'STATION MARK--STANDARD TABLET, STAMPED ---ET U 88 1959---, SET IN
 HN0958'SOLID SANDSTONE ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0962 ***********************************************************************
 HN0962  DESIGNATION -  ET U 89
 HN0962  PID         -  HN0962
 HN0962  STATE/COUNTY-  UT/KANE
 HN0962  COUNTRY     -  US
 HN0962  USGS QUAD   -  DAVIS GULCH (2017)
 HN0962
 HN0962                         *CURRENT SURVEY CONTROL
 HN0962  ______________________________________________________________________
 HN0962* NAD 83(1994) POSITION- 37 19 39.81330(N) 110 58 29.08851(W)   ADJUSTED
 HN0962* NAVD 88 ORTHO HEIGHT -  1353.6   (meters)     4441.    (feet) VERTCON3
 HN0962  ______________________________________________________________________
 HN0962  GEOID HEIGHT    -        -22.663 (meters)                     GEOID18
 HN0962  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 HN0962  HORZ ORDER      -  THIRD
 HN0962
 HN0962.The horizontal coordinates were established by classical geodetic methods
 HN0962.and adjusted by the National Geodetic Survey in November 1997.
 HN0962
 HN0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0962
 HN0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0962.GEOID18 height accuracy estimate available here.
 HN0962
 HN0962.Click photographs - Photos may exist for this station.
 HN0962
 HN0962.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0962
 HN0962. The following values were computed from the NAD 83(1994) position.
 HN0962
 HN0962;                    North         East     Units Scale Factor Converg.
 HN0962;SPC UT S     - 3,073,497.191   546,551.196   MT  0.99998282   +0 19 18.5
 HN0962;SPC UT S     -10,083,632.03  1,793,143.38   sFT  0.99998282   +0 19 18.5
 HN0962;UTM  12      - 4,131,229.378   502,237.250   MT  0.99960006   +0 00 55.1
 HN0962
 HN0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0962!SPC UT S     -   0.99979118  x   0.99998282  =   0.99977400
 HN0962!UTM  12      -   0.99979118  x   0.99960006  =   0.99939132
 HN0962
 HN0962:                Primary Azimuth Mark                     Grid Az
 HN0962:SPC UT S     -  ET U 216                                 288 58 35.3
 HN0962:UTM  12      -  ET U 216                                 289 16 58.7
 HN0962
 HN0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0223731229(NAD 83)
 HN0962
 HN0962|---------------------------------------------------------------------|
 HN0962| PID    Reference Object                     Distance      Geod. Az  |
 HN0962|                                                           dddmmss.s |
 HN0962| HN0697 ET U 216                            APPROX. 2.9 KM 2891753.8 |
 HN0962|---------------------------------------------------------------------|
 HN0962
 HN0962                          SUPERSEDED SURVEY CONTROL
 HN0962
 HN0962  NAD 83(1992)-  37 19 39.80930(N)    110 58 29.08854(W) AD(       ) 3
 HN0962  NAD 83(1986)-  37 19 39.80883(N)    110 58 29.08822(W) AD(       ) 3
 HN0962  NAD 27      -  37 19 39.84141(N)    110 58 26.53240(W) AD(       ) 3
 HN0962  NGVD 29 (07/19/86) 1352.6    (m)         4438.     (f) VERT ANG       
 HN0962
 HN0962.Superseded values are not recommended for survey control.
 HN0962
 HN0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0962.See file dsdata.pdf to determine how the superseded data were derived.
 HN0962
 HN0962_MARKER: DD = SURVEY DISK
 HN0962_SETTING: 66 = SET IN ROCK OUTCROP
 HN0962_STAMPING: ET U 89 1959
 HN0962_MARK LOGO: USGS
 HN0962_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0962+STABILITY: POSITION/ELEVATION WELL
 HN0962
 HN0962  HISTORY     - Date     Condition        Report By
 HN0962  HISTORY     - 1959     MONUMENTED       USGS
 HN0962
 HN0962                          STATION DESCRIPTION
 HN0962
 HN0962'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0962'LOCATED ABOUT 7 MI. NW. OF THE COLORADO RIVER AT THE HOLE-IN-THE-ROCK,
 HN0962'AND 2.5 MI. W. OF THE ESCALANTE RIVER, 2 MI. W. OF GREGORY NATURAL
 HN0962'BRIDGE, ON THE S. SIDE OF WILLOW CREEK, ON W. END OF MESA.
 HN0962'
 HN0962'STATION REACHED BY HELICOPTER.
 HN0962'
 HN0962'STATION MARK--STANDARD TABLET, STAMPED ---ET U 89 1959---, CEMENTED
 HN0962'IN ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0769 ***********************************************************************
 HN0769  DESIGNATION -  ET U 9
 HN0769  PID         -  HN0769
 HN0769  STATE/COUNTY-  UT/KANE
 HN0769  COUNTRY     -  US
 HN0769  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0769
 HN0769                         *CURRENT SURVEY CONTROL
 HN0769  ______________________________________________________________________
 HN0769* NAD 83(1994) POSITION- 37 06 24.03532(N) 111 28 07.07307(W)   ADJUSTED
 HN0769* NAVD 88 ORTHO HEIGHT -  1237.3   (meters)     4059.    (feet) VERTCON3
 HN0769  ______________________________________________________________________
 HN0769  GEOID HEIGHT    -        -23.268 (meters)                     GEOID18
 HN0769  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 HN0769  HORZ ORDER      -  THIRD
 HN0769
 HN0769.The horizontal coordinates were established by classical geodetic methods
 HN0769.and adjusted by the National Geodetic Survey in November 1997.
 HN0769
 HN0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0769
 HN0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0769.GEOID18 height accuracy estimate available here.
 HN0769
 HN0769.Click photographs - Photos may exist for this station.
 HN0769
 HN0769.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0769
 HN0769. The following values were computed from the NAD 83(1994) position.
 HN0769
 HN0769;                    North         East     Units Scale Factor Converg.
 HN0769;SPC UT S     - 3,048,834.466   502,788.323   MT  1.00002068   +0 01 09.2
 HN0769;SPC UT S     -10,002,717.74  1,649,564.69   sFT  1.00002068   +0 01 09.2
 HN0769;UTM  12      - 4,106,809.180   458,361.216   MT  0.99962136   -0 16 57.8
 HN0769
 HN0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0769!SPC UT S     -   0.99980952  x   1.00002068  =   0.99983019
 HN0769!UTM  12      -   0.99980952  x   0.99962136  =   0.99943095
 HN0769
 HN0769:                Primary Azimuth Mark                     Grid Az
 HN0769:SPC UT S     -  ET U 8                                   199 57 08.7
 HN0769:UTM  12      -  ET U 8                                   200 15 15.7
 HN0769
 HN0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG5836106809(NAD 83)
 HN0769
 HN0769|---------------------------------------------------------------------|
 HN0769| PID    Reference Object                     Distance      Geod. Az  |
 HN0769|                                                           dddmmss.s |
 HN0769| HN0773 ET U 8                              APPROX. 2.4 KM 1995817.9 |
 HN0769|---------------------------------------------------------------------|
 HN0769
 HN0769                          SUPERSEDED SURVEY CONTROL
 HN0769
 HN0769  NAD 83(1992)-  37 06 24.03436(N)    111 28 07.07347(W) AD(       ) 3
 HN0769  NAD 83(1986)-  37 06 24.03106(N)    111 28 07.07460(W) AD(       ) 3
 HN0769  NAD 27      -  37 06 24.07466(N)    111 28 04.50094(W) AD(       ) 3
 HN0769  NGVD 29 (07/19/86) 1236.4    (m)         4056.     (f) VERT ANG       
 HN0769
 HN0769.Superseded values are not recommended for survey control.
 HN0769
 HN0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0769.See file dsdata.pdf to determine how the superseded data were derived.
 HN0769
 HN0769_MARKER: DD = SURVEY DISK
 HN0769_SETTING: 66 = SET IN ROCK OUTCROP
 HN0769_STAMPING: ET U 9 1959
 HN0769_MARK LOGO: USGS
 HN0769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0769+STABILITY: POSITION/ELEVATION WELL
 HN0769
 HN0769  HISTORY     - Date     Condition        Report By
 HN0769  HISTORY     - 1959     MONUMENTED       USGS
 HN0769
 HN0769                          STATION DESCRIPTION
 HN0769
 HN0769'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0769'LOCATED ABOUT 7.8 MI. NW. OF THE CONFLUENCE OF WARM CREEK AND THE
 HN0769'COLORADO RIVER, ON THE RIM IN THE FORK OF WARM CREEK AND A TRIBUTARY
 HN0769'TO THE E., AT THE SW. CORNER OF SEC. 34, T 42 S, R 8 E.
 HN0769'
 HN0769'STATION REACHED BY HELICOPTER.
 HN0769'
 HN0769'STATION MARK--A BRONZE TABLET, STAMPED ---ET U 9 1959---, CEMENTED
 HN0769'IN DRILL HOLE IN SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0960 ***********************************************************************
 HN0960  DESIGNATION -  ET U 90
 HN0960  PID         -  HN0960
 HN0960  STATE/COUNTY-  UT/KANE
 HN0960  COUNTRY     -  US
 HN0960  USGS QUAD   -  DAVIS GULCH (2017)
 HN0960
 HN0960                         *CURRENT SURVEY CONTROL
 HN0960  ______________________________________________________________________
 HN0960* NAD 83(1994) POSITION- 37 22 13.92851(N) 110 57 06.69060(W)   ADJUSTED
 HN0960* NAVD 88 ORTHO HEIGHT -  1296.5   (meters)     4254.    (feet) VERTCON3
 HN0960  ______________________________________________________________________
 HN0960  GEOID HEIGHT    -        -22.576 (meters)                     GEOID18
 HN0960  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 HN0960  HORZ ORDER      -  THIRD
 HN0960
 HN0960.The horizontal coordinates were established by classical geodetic methods
 HN0960.and adjusted by the National Geodetic Survey in November 1997.
 HN0960
 HN0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0960
 HN0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0960.GEOID18 height accuracy estimate available here.
 HN0960
 HN0960.Click photographs - Photos may exist for this station.
 HN0960
 HN0960.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0960
 HN0960. The following values were computed from the NAD 83(1994) position.
 HN0960
 HN0960;                    North         East     Units Scale Factor Converg.
 HN0960;SPC UT S     - 3,078,259.865   548,551.829   MT  0.99997718   +0 20 09.0
 HN0960;SPC UT S     -10,099,257.57  1,799,707.13   sFT  0.99997718   +0 20 09.0
 HN0960;UTM  12      - 4,135,979.475   504,262.567   MT  0.99960022   +0 01 45.2
 HN0960
 HN0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0960!SPC UT S     -   0.99980012  x   0.99997718  =   0.99977731
 HN0960!UTM  12      -   0.99980012  x   0.99960022  =   0.99940042
 HN0960
 HN0960:                Primary Azimuth Mark                     Grid Az
 HN0960:SPC UT S     -  ET U 91                                  339 33 27.6
 HN0960:UTM  12      -  ET U 91                                  339 51 51.4
 HN0960
 HN0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0426235979(NAD 83)
 HN0960
 HN0960|---------------------------------------------------------------------|
 HN0960| PID    Reference Object                     Distance      Geod. Az  |
 HN0960|                                                           dddmmss.s |
 HN0960| HN0967 ET U 91                             APPROX. 2.2 KM 3395336.6 |
 HN0960|---------------------------------------------------------------------|
 HN0960
 HN0960                          SUPERSEDED SURVEY CONTROL
 HN0960
 HN0960  NAD 83(1992)-  37 22 13.92441(N)    110 57 06.69058(W) AD(       ) 3
 HN0960  NAD 83(1986)-  37 22 13.92405(N)    110 57 06.69025(W) AD(       ) 3
 HN0960  NAD 27      -  37 22 13.95826(N)    110 57 04.13562(W) AD(       ) 3
 HN0960  NGVD 29 (07/19/86) 1295.5    (m)         4250.     (f) VERT ANG       
 HN0960
 HN0960.Superseded values are not recommended for survey control.
 HN0960
 HN0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0960.See file dsdata.pdf to determine how the superseded data were derived.
 HN0960
 HN0960_MARKER: DD = SURVEY DISK
 HN0960_SETTING: 66 = SET IN ROCK OUTCROP
 HN0960_STAMPING: ET U 90 1959
 HN0960_MARK LOGO: USGS
 HN0960_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0960+STABILITY: POSITION/ELEVATION WELL
 HN0960
 HN0960  HISTORY     - Date     Condition        Report By
 HN0960  HISTORY     - 1959     MONUMENTED       USGS
 HN0960
 HN0960                          STATION DESCRIPTION
 HN0960
 HN0960'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0960'LOCATED ABOUT 7.3 MI. NW. OF THE CONFLUENCE OF THE ESCALANTE RIVER
 HN0960'WITH THE COLORADO RIVER, 0.3 MI. W. OF THE ESCALANTE RIVER, ON A
 HN0960'SMALL SANDSTONE TOP.
 HN0960'
 HN0960'STATION REACHED BY HELICOPTER.
 HN0960'
 HN0960'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 90 1959---,
 HN0960'CEMENTED IN DRILL HOLE IN A SMALL SANDSTONE TOP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0967 ***********************************************************************
 HN0967  DESIGNATION -  ET U 91
 HN0967  PID         -  HN0967
 HN0967  STATE/COUNTY-  UT/KANE
 HN0967  COUNTRY     -  US
 HN0967  USGS QUAD   -  STEVENS CANYON SOUTH (2017)
 HN0967
 HN0967                         *CURRENT SURVEY CONTROL
 HN0967  ______________________________________________________________________
 HN0967* NAD 83(1994) POSITION- 37 23 19.46908(N) 110 57 36.76054(W)   ADJUSTED
 HN0967* NAVD 88 ORTHO HEIGHT -  1346.6   (meters)     4418.    (feet) VERTCON3
 HN0967  ______________________________________________________________________
 HN0967  GEOID HEIGHT    -        -22.514 (meters)                     GEOID18
 HN0967  LAPLACE CORR    -         -3.87  (seconds)                    DEFLEC18
 HN0967  HORZ ORDER      -  THIRD
 HN0967
 HN0967.The horizontal coordinates were established by classical geodetic methods
 HN0967.and adjusted by the National Geodetic Survey in November 1997.
 HN0967
 HN0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0967
 HN0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0967.GEOID18 height accuracy estimate available here.
 HN0967
 HN0967.Click photographs - Photos may exist for this station.
 HN0967
 HN0967.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0967
 HN0967. The following values were computed from the NAD 83(1994) position.
 HN0967
 HN0967;                    North         East     Units Scale Factor Converg.
 HN0967;SPC UT S     - 3,080,276.037   547,800.326   MT  0.99997496   +0 19 50.6
 HN0967;SPC UT S     -10,105,872.30  1,797,241.57   sFT  0.99997496   +0 19 50.6
 HN0967;UTM  12      - 4,137,998.879   503,522.141   MT  0.99960015   +0 01 27.0
 HN0967
 HN0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0967!SPC UT S     -   0.99979227  x   0.99997496  =   0.99976723
 HN0967!UTM  12      -   0.99979227  x   0.99960015  =   0.99939250
 HN0967
 HN0967:                Primary Azimuth Mark                     Grid Az
 HN0967:SPC UT S     -  ET U 90                                  159 33 27.7
 HN0967:UTM  12      -  ET U 90                                  159 51 51.3
 HN0967
 HN0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0352237998(NAD 83)
 HN0967
 HN0967|---------------------------------------------------------------------|
 HN0967| PID    Reference Object                     Distance      Geod. Az  |
 HN0967|                                                           dddmmss.s |
 HN0967| HN0960 ET U 90                             APPROX. 2.2 KM 1595318.3 |
 HN0967|---------------------------------------------------------------------|
 HN0967
 HN0967                          SUPERSEDED SURVEY CONTROL
 HN0967
 HN0967  NAD 83(1992)-  37 23 19.46488(N)    110 57 36.76044(W) AD(       ) 3
 HN0967  NAD 83(1986)-  37 23 19.46460(N)    110 57 36.76018(W) AD(       ) 3
 HN0967  NAD 27      -  37 23 19.49925(N)    110 57 34.20346(W) AD(       ) 3
 HN0967  NGVD 29 (07/19/86) 1345.5    (m)         4414.     (f) VERT ANG       
 HN0967
 HN0967.Superseded values are not recommended for survey control.
 HN0967
 HN0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0967.See file dsdata.pdf to determine how the superseded data were derived.
 HN0967
 HN0967_MARKER: DD = SURVEY DISK
 HN0967_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HN0967_STAMPING: ET U 91 1959
 HN0967_MARK LOGO: USGS
 HN0967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0967
 HN0967  HISTORY     - Date     Condition        Report By
 HN0967  HISTORY     - 1959     MONUMENTED       USGS
 HN0967
 HN0967                          STATION DESCRIPTION
 HN0967
 HN0967'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0967'LOCATED ABOUT 2 MI. SE. OF FORTY MILE RIDGE, 0.1 MI. W. OF ESCALANTE
 HN0967'RIVER, ON A ROUND SANDSTONE TOP.
 HN0967'
 HN0967'STATION REACHED BY HELICOPTER.
 HN0967'
 HN0967'STATION MARK--STANDARD TABLET, STAMPED ---ET U 91 1959---.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0969 ***********************************************************************
 HN0969  DESIGNATION -  ET U 93
 HN0969  PID         -  HN0969
 HN0969  STATE/COUNTY-  UT/KANE
 HN0969  COUNTRY     -  US
 HN0969  USGS QUAD   -  STEVENS CANYON SOUTH (2017)
 HN0969
 HN0969                         *CURRENT SURVEY CONTROL
 HN0969  ______________________________________________________________________
 HN0969* NAD 83(1994) POSITION- 37 26 00.77273(N) 110 58 53.10885(W)   ADJUSTED
 HN0969* NAVD 88 ORTHO HEIGHT -  1377.9   (meters)     4521.    (feet) VERTCON3
 HN0969  ______________________________________________________________________
 HN0969  GEOID HEIGHT    -        -22.347 (meters)                     GEOID18
 HN0969  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 HN0969  HORZ ORDER      -  THIRD
 HN0969
 HN0969.The horizontal coordinates were established by classical geodetic methods
 HN0969.and adjusted by the National Geodetic Survey in November 1997.
 HN0969
 HN0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0969
 HN0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0969.GEOID18 height accuracy estimate available here.
 HN0969
 HN0969.Click photographs - Photos may exist for this station.
 HN0969
 HN0969.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0969
 HN0969. The following values were computed from the NAD 83(1994) position.
 HN0969
 HN0969;                    North         East     Units Scale Factor Converg.
 HN0969;SPC UT S     - 3,085,238.069   545,894.734   MT  0.99996990   +0 19 03.8
 HN0969;SPC UT S     -10,122,151.90  1,790,989.64   sFT  0.99996990   +0 19 03.8
 HN0969;UTM  12      - 4,142,969.183   501,643.819   MT  0.99960003   +0 00 40.7
 HN0969
 HN0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0969!SPC UT S     -   0.99978733  x   0.99996990  =   0.99975724
 HN0969!UTM  12      -   0.99978733  x   0.99960003  =   0.99938744
 HN0969
 HN0969:                Primary Azimuth Mark                     Grid Az
 HN0969:SPC UT S     -  ET U 94                                  138 28 38.7
 HN0969:UTM  12      -  ET U 94                                  138 47 01.8
 HN0969
 HN0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0164342969(NAD 83)
 HN0969
 HN0969|---------------------------------------------------------------------|
 HN0969| PID    Reference Object                     Distance      Geod. Az  |
 HN0969|                                                           dddmmss.s |
 HN0969| HN0968 ET U 94                             APPROX. 1.9 KM 1384742.5 |
 HN0969|---------------------------------------------------------------------|
 HN0969
 HN0969                          SUPERSEDED SURVEY CONTROL
 HN0969
 HN0969  NAD 83(1986)-  37 26 00.76824(N)    110 58 53.10850(W) AD(       ) 3
 HN0969  NAD 27      -  37 26 00.80511(N)    110 58 50.54696(W) AD(       ) 3
 HN0969  NGVD 29 (07/19/86) 1376.8    (m)         4517.     (f) VERT ANG       
 HN0969
 HN0969.Superseded values are not recommended for survey control.
 HN0969
 HN0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0969.See file dsdata.pdf to determine how the superseded data were derived.
 HN0969
 HN0969_MARKER: DD = SURVEY DISK
 HN0969_SETTING: 66 = SET IN ROCK OUTCROP
 HN0969_STAMPING: ET U 93 1959
 HN0969_MARK LOGO: USGS
 HN0969_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0969+STABILITY: POSITION/ELEVATION WELL
 HN0969
 HN0969  HISTORY     - Date     Condition        Report By
 HN0969  HISTORY     - 1959     MONUMENTED       USGS
 HN0969
 HN0969                          STATION DESCRIPTION
 HN0969
 HN0969'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0969'LOCATED ON THE E. SIDE OF THE ESCALANTE RIVER, AT THE SITE OF SKYLINE
 HN0969'NATURAL BRIDGE, ABOUT 300 TO 400 FT. W. OF SKYLINE BRIDGE ON TOP OF
 HN0969'THE SAME RIDGE THAT FORMS SKYLINE BRIDGE, ABOUT 100 FT. E. OF A HIGH
 HN0969'DOME-LIKE TOP.
 HN0969'
 HN0969'STATION REACHED BY HELICOPTER.
 HN0969'
 HN0969'STATION MARK--STANDARD TABLET, STAMPED ---ET U 93 1959---, CEMENTED
 HN0969'IN DRILL HOLE IN TOP OF SOLID SANDSTONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0968 ***********************************************************************
 HN0968  DESIGNATION -  ET U 94
 HN0968  PID         -  HN0968
 HN0968  STATE/COUNTY-  UT/KANE
 HN0968  COUNTRY     -  US
 HN0968  USGS QUAD   -  STEVENS CANYON SOUTH (2017)
 HN0968
 HN0968                         *CURRENT SURVEY CONTROL
 HN0968  ______________________________________________________________________
 HN0968* NAD 83(1994) POSITION- 37 25 14.43321(N) 110 58 02.24002(W)   ADJUSTED
 HN0968* NAVD 88 ORTHO HEIGHT -  1372.5   (meters)     4503.    (feet) VERTCON3
 HN0968  ______________________________________________________________________
 HN0968  GEOID HEIGHT    -        -22.394 (meters)                     GEOID18
 HN0968  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 HN0968  HORZ ORDER      -  THIRD
 HN0968
 HN0968.The horizontal coordinates were established by classical geodetic methods
 HN0968.and adjusted by the National Geodetic Survey in November 1997.
 HN0968
 HN0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0968
 HN0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0968.GEOID18 height accuracy estimate available here.
 HN0968
 HN0968.Click photographs - Photos may exist for this station.
 HN0968
 HN0968.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0968
 HN0968. The following values were computed from the NAD 83(1994) position.
 HN0968
 HN0968;                    North         East     Units Scale Factor Converg.
 HN0968;SPC UT S     - 3,083,816.546   547,153.392   MT  0.99997129   +0 19 35.0
 HN0968;SPC UT S     -10,117,488.12  1,795,119.09   sFT  0.99997129   +0 19 35.0
 HN0968;UTM  12      - 4,141,541.477   502,894.393   MT  0.99960010   +0 01 11.6
 HN0968
 HN0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0968!SPC UT S     -   0.99978818  x   0.99997129  =   0.99975948
 HN0968!UTM  12      -   0.99978818  x   0.99960010  =   0.99938837
 HN0968
 HN0968:                Primary Azimuth Mark                     Grid Az
 HN0968:SPC UT S     -  ET U 95                                  130 41 34.5
 HN0968:UTM  12      -  ET U 95                                  130 59 57.9
 HN0968
 HN0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0289441541(NAD 83)
 HN0968
 HN0968|---------------------------------------------------------------------|
 HN0968| PID    Reference Object                     Distance      Geod. Az  |
 HN0968|                                                           dddmmss.s |
 HN0968| HN0966 ET U 95                             APPROX. 1.7 KM 1310109.5 |
 HN0968|---------------------------------------------------------------------|
 HN0968
 HN0968                          SUPERSEDED SURVEY CONTROL
 HN0968
 HN0968  NAD 83(1986)-  37 25 14.42874(N)    110 58 02.23968(W) AD(       ) 3
 HN0968  NAD 27      -  37 25 14.46456(N)    110 57 59.68049(W) AD(       ) 3
 HN0968  NGVD 29 (07/19/86) 1371.4    (m)         4499.     (f) VERT ANG       
 HN0968
 HN0968.Superseded values are not recommended for survey control.
 HN0968
 HN0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0968.See file dsdata.pdf to determine how the superseded data were derived.
 HN0968
 HN0968_MARKER: DD = SURVEY DISK
 HN0968_SETTING: 66 = SET IN ROCK OUTCROP
 HN0968_STAMPING: ET U 94 1959
 HN0968_MARK LOGO: USGS
 HN0968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0968+STABILITY: POSITION/ELEVATION WELL
 HN0968
 HN0968  HISTORY     - Date     Condition        Report By
 HN0968  HISTORY     - 1959     MONUMENTED       USGS
 HN0968
 HN0968                          STATION DESCRIPTION
 HN0968
 HN0968'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0968'LOCATED ABOUT 1 MI. SE. OF SKYLINE NATURAL BRIDGE, 1.8 MI. NNE. OF
 HN0968'---40 MILE--- TRIANGULATION STATION, 0.3 MI. N. OF THE ESCALANTE
 HN0968'RIVER, ON A SMALL, PARTIALLY-TIMBERED BUTTE NEAR N. RIM OVERLOOKING
 HN0968'THE ESCALANTE RIVER.
 HN0968'
 HN0968'STATION REACHED BY HELICOPTER.
 HN0968'
 HN0968'STATION MARK--STANDARD TABLET, STAMPED ---ET U 94 1959---, SET IN
 HN0968'SOLID SANDSTONE ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0966 ***********************************************************************
 HN0966  DESIGNATION -  ET U 95
 HN0966  PID         -  HN0966
 HN0966  STATE/COUNTY-  UT/KANE
 HN0966  COUNTRY     -  US
 HN0966  USGS QUAD   -  STEVENS CANYON SOUTH (2017)
 HN0966
 HN0966                         *CURRENT SURVEY CONTROL
 HN0966  ______________________________________________________________________
 HN0966* NAD 83(1994) POSITION- 37 24 39.13152(N) 110 57 11.36871(W)   ADJUSTED
 HN0966* NAVD 88 ORTHO HEIGHT -  1369.4   (meters)     4493.    (feet) VERTCON3
 HN0966  ______________________________________________________________________
 HN0966  GEOID HEIGHT    -        -22.434 (meters)                     GEOID18
 HN0966  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 HN0966  HORZ ORDER      -  THIRD
 HN0966
 HN0966.The horizontal coordinates were established by classical geodetic methods
 HN0966.and adjusted by the National Geodetic Survey in November 1997.
 HN0966
 HN0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0966
 HN0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0966.GEOID18 height accuracy estimate available here.
 HN0966
 HN0966.Click photographs - Photos may exist for this station.
 HN0966
 HN0966.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0966
 HN0966. The following values were computed from the NAD 83(1994) position.
 HN0966
 HN0966;                    North         East     Units Scale Factor Converg.
 HN0966;SPC UT S     - 3,082,735.489   548,410.553   MT  0.99997238   +0 20 06.2
 HN0966;SPC UT S     -10,113,941.35  1,799,243.62   sFT  0.99997238   +0 20 06.2
 HN0966;UTM  12      - 4,140,454.113   504,145.286   MT  0.99960021   +0 01 42.4
 HN0966
 HN0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0966!SPC UT S     -   0.99978868  x   0.99997238  =   0.99976106
 HN0966!UTM  12      -   0.99978868  x   0.99960021  =   0.99938897
 HN0966
 HN0966:                Primary Azimuth Mark                     Grid Az
 HN0966:SPC UT S     -  ET U 94                                  310 41 34.2
 HN0966:UTM  12      -  ET U 94                                  310 59 58.0
 HN0966
 HN0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0414540454(NAD 83)
 HN0966
 HN0966|---------------------------------------------------------------------|
 HN0966| PID    Reference Object                     Distance      Geod. Az  |
 HN0966|                                                           dddmmss.s |
 HN0966| HN0968 ET U 94                             APPROX. 1.7 KM 3110140.4 |
 HN0966|---------------------------------------------------------------------|
 HN0966
 HN0966                          SUPERSEDED SURVEY CONTROL
 HN0966
 HN0966  NAD 83(1992)-  37 24 39.12723(N)    110 57 11.36860(W) AD(       ) 3
 HN0966  NAD 83(1986)-  37 24 39.12704(N)    110 57 11.36835(W) AD(       ) 3
 HN0966  NAD 27      -  37 24 39.16205(N)    110 57 08.81156(W) AD(       ) 3
 HN0966  NGVD 29 (07/19/86) 1368.3    (m)         4489.     (f) VERT ANG       
 HN0966
 HN0966.Superseded values are not recommended for survey control.
 HN0966
 HN0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0966.See file dsdata.pdf to determine how the superseded data were derived.
 HN0966
 HN0966_MARKER: DD = SURVEY DISK
 HN0966_SETTING: 66 = SET IN ROCK OUTCROP
 HN0966_STAMPING: ET U 95 1959
 HN0966_MARK LOGO: USGS
 HN0966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0966+STABILITY: POSITION/ELEVATION WELL
 HN0966
 HN0966  HISTORY     - Date     Condition        Report By
 HN0966  HISTORY     - 1959     MONUMENTED       USGS
 HN0966
 HN0966                          STATION DESCRIPTION
 HN0966
 HN0966'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0966'LOCATED ABOUT 12 MI. N. OF THE HOLE-IN-THE-ROCK, 1 MI. E. OF
 HN0966'ESCALANTE RIVER, ON TOP OF A SMALL SANDSTONE DOME ABOVE A DEEP,
 HN0966'NARROW CANYON.
 HN0966'
 HN0966'STATION REACHED BY HELICOPTER.
 HN0966'
 HN0966'STATION MARK--STANDARD TABLET, STAMPED ---ET U 95 1959---, CEMENTED
 HN0966'IN SOLID SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0965 ***********************************************************************
 HN0965  DESIGNATION -  ET U 96
 HN0965  PID         -  HN0965
 HN0965  STATE/COUNTY-  UT/KANE
 HN0965  COUNTRY     -  US
 HN0965  USGS QUAD   -  STEVENS CANYON SOUTH (2017)
 HN0965
 HN0965                         *CURRENT SURVEY CONTROL
 HN0965  ______________________________________________________________________
 HN0965* NAD 83(1994) POSITION- 37 23 12.75105(N) 110 54 39.18087(W)   ADJUSTED
 HN0965* NAVD 88 ORTHO HEIGHT -  1377.2   (meters)     4518.    (feet) VERTCON3
 HN0965  ______________________________________________________________________
 HN0965  GEOID HEIGHT    -        -22.516 (meters)                     GEOID18
 HN0965  LAPLACE CORR    -          1.40  (seconds)                    DEFLEC18
 HN0965  HORZ ORDER      -  THIRD
 HN0965
 HN0965.The horizontal coordinates were established by classical geodetic methods
 HN0965.and adjusted by the National Geodetic Survey in November 1997.
 HN0965
 HN0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0965
 HN0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0965.GEOID18 height accuracy estimate available here.
 HN0965
 HN0965.Click photographs - Photos may exist for this station.
 HN0965
 HN0965.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0965
 HN0965. The following values were computed from the NAD 83(1994) position.
 HN0965
 HN0965;                    North         East     Units Scale Factor Converg.
 HN0965;SPC UT S     - 3,080,095.300   552,169.728   MT  0.99997518   +0 21 39.4
 HN0965;SPC UT S     -10,105,279.33  1,811,576.85   sFT  0.99997518   +0 21 39.4
 HN0965;UTM  12      - 4,137,794.833   507,888.876   MT  0.99960077   +0 03 14.8
 HN0965
 HN0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0965!SPC UT S     -   0.99978746  x   0.99997518  =   0.99976265
 HN0965!UTM  12      -   0.99978746  x   0.99960077  =   0.99938832
 HN0965
 HN0965:                Primary Azimuth Mark                     Grid Az
 HN0965:SPC UT S     -  ET U 97                                  143 19 49.4
 HN0965:UTM  12      -  ET U 97                                  143 38 14.0
 HN0965
 HN0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0788837794(NAD 83)
 HN0965
 HN0965|---------------------------------------------------------------------|
 HN0965| PID    Reference Object                     Distance      Geod. Az  |
 HN0965|                                                           dddmmss.s |
 HN0965| HN0957 ET U 97                             APPROX. 3.1 KM 1434128.8 |
 HN0965|---------------------------------------------------------------------|
 HN0965
 HN0965                          SUPERSEDED SURVEY CONTROL
 HN0965
 HN0965  NAD 83(1992)-  37 23 12.74681(N)    110 54 39.18082(W) AD(       ) 3
 HN0965  NAD 83(1986)-  37 23 12.74660(N)    110 54 39.18055(W) AD(       ) 3
 HN0965  NAD 27      -  37 23 12.78030(N)    110 54 36.63345(W) AD(       ) 3
 HN0965  NGVD 29 (07/19/86) 1376.1    (m)         4515.     (f) VERT ANG       
 HN0965
 HN0965.Superseded values are not recommended for survey control.
 HN0965
 HN0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0965.See file dsdata.pdf to determine how the superseded data were derived.
 HN0965
 HN0965_MARKER: DD = SURVEY DISK
 HN0965_SETTING: 66 = SET IN ROCK OUTCROP
 HN0965_STAMPING: ET U 96 1959
 HN0965_MARK LOGO: USGS
 HN0965_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0965+STABILITY: POSITION/ELEVATION WELL
 HN0965
 HN0965  HISTORY     - Date     Condition        Report By
 HN0965  HISTORY     - 1959     MONUMENTED       USGS
 HN0965
 HN0965                          STATION DESCRIPTION
 HN0965
 HN0965'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0965'LOCATED ABOUT 7.2 MI. NNW. OF THE CONFLUENCE OF THE ESCALANTE RIVER
 HN0965'AND THE COLORADO RIVER, 2 MI. NE. OF THE ESCALANTE RIVER, ON A SMALL
 HN0965'SANDSTONE TOP.
 HN0965'
 HN0965'STATION REACHED BY HELICOPTER.
 HN0965'
 HN0965'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 96 1959---,
 HN0965'CEMENTED IN DRILL HOLE IN SANDSTONE TOP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0957 ***********************************************************************
 HN0957  DESIGNATION -  ET U 97
 HN0957  PID         -  HN0957
 HN0957  STATE/COUNTY-  UT/KANE
 HN0957  COUNTRY     -  US
 HN0957  USGS QUAD   -  DAVIS GULCH (2017)
 HN0957
 HN0957                         *CURRENT SURVEY CONTROL
 HN0957  ______________________________________________________________________
 HN0957* NAD 83(1994) POSITION- 37 21 52.30224(N) 110 53 25.12476(W)   ADJUSTED
 HN0957* NAVD 88 ORTHO HEIGHT -  1428.9   (meters)     4688.    (feet) VERTCON3
 HN0957  ______________________________________________________________________
 HN0957  GEOID HEIGHT    -        -22.586 (meters)                     GEOID18
 HN0957  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 HN0957  HORZ ORDER      -  THIRD
 HN0957
 HN0957.The horizontal coordinates were established by classical geodetic methods
 HN0957.and adjusted by the National Geodetic Survey in November 1997.
 HN0957
 HN0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0957
 HN0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0957.GEOID18 height accuracy estimate available here.
 HN0957
 HN0957.Click photographs - Photos may exist for this station.
 HN0957
 HN0957.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0957
 HN0957. The following values were computed from the NAD 83(1994) position.
 HN0957
 HN0957;                    North         East     Units Scale Factor Converg.
 HN0957;SPC UT S     - 3,077,626.925   554,007.567   MT  0.99997794   +0 22 24.8
 HN0957;SPC UT S     -10,097,181.00  1,817,606.49   sFT  0.99997794   +0 22 24.8
 HN0957;UTM  12      - 4,135,317.579   509,712.782   MT  0.99960116   +0 03 59.6
 HN0957
 HN0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0957!SPC UT S     -   0.99977937  x   0.99997794  =   0.99975731
 HN0957!UTM  12      -   0.99977937  x   0.99960116  =   0.99938062
 HN0957
 HN0957:                Primary Azimuth Mark                     Grid Az
 HN0957:SPC UT S     -  ET U 96                                  323 19 48.9
 HN0957:UTM  12      -  ET U 96                                  323 38 14.1
 HN0957
 HN0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0971235317(NAD 83)
 HN0957
 HN0957|---------------------------------------------------------------------|
 HN0957| PID    Reference Object                     Distance      Geod. Az  |
 HN0957|                                                           dddmmss.s |
 HN0957| HN0965 ET U 96                             APPROX. 3.1 KM 3234213.7 |
 HN0957|---------------------------------------------------------------------|
 HN0957
 HN0957                          SUPERSEDED SURVEY CONTROL
 HN0957
 HN0957  NAD 83(1992)-  37 21 52.29805(N)    110 53 25.12474(W) AD(       ) 3
 HN0957  NAD 83(1986)-  37 21 52.29782(N)    110 53 25.12450(W) AD(       ) 3
 HN0957  NAD 27      -  37 21 52.33083(N)    110 53 22.58315(W) AD(       ) 3
 HN0957  NGVD 29 (07/19/86) 1427.8    (m)         4684.     (f) VERT ANG       
 HN0957
 HN0957.Superseded values are not recommended for survey control.
 HN0957
 HN0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0957.See file dsdata.pdf to determine how the superseded data were derived.
 HN0957
 HN0957_MARKER: DD = SURVEY DISK
 HN0957_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HN0957_STAMPING: ET U 97 1959
 HN0957_MARK LOGO: USGS
 HN0957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0957
 HN0957  HISTORY     - Date     Condition        Report By
 HN0957  HISTORY     - 1959     MONUMENTED       USGS
 HN0957
 HN0957                          STATION DESCRIPTION
 HN0957
 HN0957'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0957'LOCATED ABOUT 1.5 MI. NW. OF COLORADO RIVER, 0.9 MI. W. OF BROWNS
 HN0957'CANYON, ON A ROUND SANDSTONE TOP.
 HN0957'
 HN0957'STATION REACHED BY HELICOPTER.
 HN0957'
 HN0957'STATION MARK--STANDARD TABLET, STAMPED ---ET U 97 1959---.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0949 ***********************************************************************
 HN0949  DESIGNATION -  ET U 98
 HN0949  PID         -  HN0949
 HN0949  STATE/COUNTY-  UT/KANE
 HN0949  COUNTRY     -  US
 HN0949  USGS QUAD   -  THE RINCON (2017)
 HN0949
 HN0949                         *CURRENT SURVEY CONTROL
 HN0949  ______________________________________________________________________
 HN0949* NAD 83(1994) POSITION- 37 21 23.57039(N) 110 50 27.78135(W)   ADJUSTED
 HN0949* NAVD 88 ORTHO HEIGHT -  1357.3   (meters)     4453.    (feet) VERTCON3
 HN0949  ______________________________________________________________________
 HN0949  GEOID HEIGHT    -        -22.611 (meters)                     GEOID18
 HN0949  LAPLACE CORR    -          4.45  (seconds)                    DEFLEC18
 HN0949  HORZ ORDER      -  THIRD
 HN0949
 HN0949.The horizontal coordinates were established by classical geodetic methods
 HN0949.and adjusted by the National Geodetic Survey in November 1997.
 HN0949
 HN0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0949
 HN0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0949.GEOID18 height accuracy estimate available here.
 HN0949
 HN0949.Click photographs - Photos may exist for this station.
 HN0949
 HN0949.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0949
 HN0949. The following values were computed from the NAD 83(1994) position.
 HN0949
 HN0949;                    North         East     Units Scale Factor Converg.
 HN0949;SPC UT S     - 3,076,770.791   558,377.489   MT  0.99997896   +0 24 13.4
 HN0949;SPC UT S     -10,094,372.17  1,831,943.48   sFT  0.99997896   +0 24 13.4
 HN0949;UTM  12      - 4,134,438.365   514,076.407   MT  0.99960244   +0 05 47.2
 HN0949
 HN0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0949!SPC UT S     -   0.99979060  x   0.99997896  =   0.99976957
 HN0949!UTM  12      -   0.99979060  x   0.99960244  =   0.99939313
 HN0949
 HN0949:                Primary Azimuth Mark                     Grid Az
 HN0949:SPC UT S     -  ET U 109                                 129 17 09.5
 HN0949:UTM  12      -  ET U 109                                 129 35 35.7
 HN0949
 HN0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG1407634438(NAD 83)
 HN0949
 HN0949|---------------------------------------------------------------------|
 HN0949| PID    Reference Object                     Distance      Geod. Az  |
 HN0949|                                                           dddmmss.s |
 HN0949| HN0948 ET U 109                            APPROX. 2.5 KM 1294122.9 |
 HN0949|---------------------------------------------------------------------|
 HN0949
 HN0949                          SUPERSEDED SURVEY CONTROL
 HN0949
 HN0949  NAD 83(1992)-  37 21 23.56622(N)    110 50 27.78137(W) AD(       ) 3
 HN0949  NAD 83(1986)-  37 21 23.56596(N)    110 50 27.78111(W) AD(       ) 3
 HN0949  NAD 27      -  37 21 23.59688(N)    110 50 25.24975(W) AD(       ) 3
 HN0949  NGVD 29 (07/19/86) 1356.2    (m)         4449.     (f) VERT ANG       
 HN0949
 HN0949.Superseded values are not recommended for survey control.
 HN0949
 HN0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0949.See file dsdata.pdf to determine how the superseded data were derived.
 HN0949
 HN0949_MARKER: DD = SURVEY DISK
 HN0949_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HN0949_STAMPING: ET U 98 1959
 HN0949_MARK LOGO: USGS
 HN0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0949
 HN0949  HISTORY     - Date     Condition        Report By
 HN0949  HISTORY     - 1959     MONUMENTED       USGS
 HN0949
 HN0949                          STATION DESCRIPTION
 HN0949
 HN0949'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0949'LOCATED ABOUT 5 MI. NNE. OF THE CONFLUENCE OF THE ESCALANTE RIVER
 HN0949'WITH THE COLORADO RIVER, 1 MI. N. OF THE COLORADO RIVER, ON A SMALL
 HN0949'SANDSTONE TOP.
 HN0949'
 HN0949'STATION REACHED BY HELICOPTER.
 HN0949'
 HN0949'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ET U 98 1959---,
 HN0949'CEMENTED IN DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0956 ***********************************************************************
 HN0956  DESIGNATION -  ET U 99
 HN0956  PID         -  HN0956
 HN0956  STATE/COUNTY-  UT/KANE
 HN0956  COUNTRY     -  US
 HN0956  USGS QUAD   -  DAVIS GULCH (2017)
 HN0956
 HN0956                         *CURRENT SURVEY CONTROL
 HN0956  ______________________________________________________________________
 HN0956* NAD 83(1994) POSITION- 37 20 31.67242(N) 110 52 43.16102(W)   ADJUSTED
 HN0956* NAVD 88 ORTHO HEIGHT -  1315.6   (meters)     4316.    (feet) VERTCON3
 HN0956  ______________________________________________________________________
 HN0956  GEOID HEIGHT    -        -22.649 (meters)                     GEOID18
 HN0956  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 HN0956  HORZ ORDER      -  THIRD
 HN0956
 HN0956.The horizontal coordinates were established by classical geodetic methods
 HN0956.and adjusted by the National Geodetic Survey in November 1997.
 HN0956
 HN0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0956
 HN0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0956.GEOID18 height accuracy estimate available here.
 HN0956
 HN0956.Click photographs - Photos may exist for this station.
 HN0956
 HN0956.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0956
 HN0956. The following values were computed from the NAD 83(1994) position.
 HN0956
 HN0956;                    North         East     Units Scale Factor Converg.
 HN0956;SPC UT S     - 3,075,148.093   555,056.636   MT  0.99998086   +0 22 50.5
 HN0956;SPC UT S     -10,089,048.37  1,821,048.31   sFT  0.99998086   +0 22 50.5
 HN0956;UTM  12      - 4,132,834.101   510,748.161   MT  0.99960142   +0 04 25.0
 HN0956
 HN0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0956!SPC UT S     -   0.99979715  x   0.99998086  =   0.99977802
 HN0956!UTM  12      -   0.99979715  x   0.99960142  =   0.99939865
 HN0956
 HN0956:                Primary Azimuth Mark                     Grid Az
 HN0956:SPC UT S     -  ET U 98                                  063 57 29.4
 HN0956:UTM  12      -  ET U 98                                  064 15 54.9
 HN0956
 HN0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG1074832834(NAD 83)
 HN0956
 HN0956|---------------------------------------------------------------------|
 HN0956| PID    Reference Object                     Distance      Geod. Az  |
 HN0956|                                                           dddmmss.s |
 HN0956| HN0949 ET U 98                             APPROX. 3.7 KM 0642019.9 |
 HN0956|---------------------------------------------------------------------|
 HN0956
 HN0956                          SUPERSEDED SURVEY CONTROL
 HN0956
 HN0956  NAD 83(1992)-  37 20 31.66830(N)    110 52 43.16100(W) AD(       ) 3
 HN0956  NAD 83(1986)-  37 20 31.66799(N)    110 52 43.16082(W) AD(       ) 3
 HN0956  NAD 27      -  37 20 31.69977(N)    110 52 40.62703(W) AD(       ) 3
 HN0956  NGVD 29 (07/19/86) 1314.5    (m)         4313.     (f) VERT ANG       
 HN0956
 HN0956.Superseded values are not recommended for survey control.
 HN0956
 HN0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0956.See file dsdata.pdf to determine how the superseded data were derived.
 HN0956
 HN0956_MARKER: DD = SURVEY DISK
 HN0956_SETTING: 66 = SET IN ROCK OUTCROP
 HN0956_STAMPING: ET U 99 1959
 HN0956_MARK LOGO: USGS
 HN0956_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0956+STABILITY: POSITION/ELEVATION WELL
 HN0956
 HN0956  HISTORY     - Date     Condition        Report By
 HN0956  HISTORY     - 1959     MONUMENTED       USGS
 HN0956
 HN0956                          STATION DESCRIPTION
 HN0956
 HN0956'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0956'LOCATED ABOUT 6.2 MI. N. OF THE HOLE-IN-THE-ROCK, 0.3 MI. W. OF THE
 HN0956'COLORADO RIVER, A FOOT BELOW THE TOP OF A SANDSTONE KNOB.
 HN0956'
 HN0956'STATION REACHED BY HELICOPTER.
 HN0956'
 HN0956'STATION MARK--STANDARD TABLET, STAMPED ---ET U 99 1959---, CEMENTED
 HN0956'IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0088 ***********************************************************************
 KO0088  DESIGNATION -  EUREKA
 KO0088  PID         -  KO0088
 KO0088  STATE/COUNTY-  UT/JUAB
 KO0088  COUNTRY     -  US
 KO0088  USGS QUAD   -  EUREKA (2017)
 KO0088
 KO0088                         *CURRENT SURVEY CONTROL
 KO0088  ______________________________________________________________________
 KO0088* NAD 83(1986) POSITION- 39 57 15.5    (N) 112 07 09.4    (W)   HD_HELD2
 KO0088* NAVD 88 ORTHO HEIGHT -  1964.720 (meters)     6445.92  (feet) ADJUSTED
 KO0088  ______________________________________________________________________
 KO0088  GEOID HEIGHT    -        -17.537 (meters)                     GEOID18
 KO0088  DYNAMIC HEIGHT  -       1962.826 (meters)     6439.71  (feet) COMP
 KO0088  MODELED GRAVITY -    979,591.1   (mgal)                       NAVD 88
 KO0088
 KO0088  VERT ORDER      -  SECOND    CLASS 0
 KO0088
 KO0088.The horizontal coordinates were established by autonomous hand held GPS
 KO0088.observations and have an estimated accuracy of +/- 10 meters.
 KO0088
 KO0088.The orthometric height was determined by differential leveling and
 KO0088.adjusted by the NATIONAL GEODETIC SURVEY
 KO0088.in June 1991.
 KO0088
 KO0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0088.GEOID18 height accuracy estimate available here.
 KO0088
 KO0088.Click photographs - Photos may exist for this station.
 KO0088
 KO0088.The dynamic height is computed by dividing the NAVD 88
 KO0088.geopotential number by the normal gravity value computed on the
 KO0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0088.degrees latitude (g = 980.6199 gals.).
 KO0088
 KO0088.The modeled gravity was interpolated from observed gravity values.
 KO0088
 KO0088;                    North         East    Units  Estimated Accuracy
 KO0088;SPC UT C     - 2,180,141.      447,088.      MT  (+/- 10 meters HH2 GPS)
 KO0088
 KO0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK0439423285(NAD 83)
 KO0088
 KO0088                          SUPERSEDED SURVEY CONTROL
 KO0088
 KO0088  NGVD 29 (??/??/92) 1963.495  (m)         6441.90   (f) ADJ UNCH    2 0
 KO0088
 KO0088.Superseded values are not recommended for survey control.
 KO0088
 KO0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0088.See file dsdata.pdf to determine how the superseded data were derived.
 KO0088
 KO0088_MARKER: DB = BENCH MARK DISK
 KO0088_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0088_SP_SET: STAIR CURBING
 KO0088_STAMPING: EUREKA 1934
 KO0088_MARK LOGO: CGS
 KO0088_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KO0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0088+STABILITY: SURFACE MOTION
 KO0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0088+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2021
 KO0088
 KO0088  HISTORY     - Date     Condition        Report By
 KO0088  HISTORY     - 1934     MONUMENTED       CGS
 KO0088  HISTORY     - 19940606 GOOD             NGS
 KO0088  HISTORY     - 20031217 GOOD             NGS
 KO0088  HISTORY     - 20120815 GOOD             NGS
 KO0088  HISTORY     - 20130914 GOOD             GEOCAC
 KO0088  HISTORY     - 20210625 GOOD             NGSTM
 KO0088
 KO0088                          STATION DESCRIPTION
 KO0088
 KO0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0088'IN EUREKA.
 KO0088'AT EUREKA, JUAB COUNTY, AT THE SOUTHWEST CORNER OF THE POST OFFICE,
 KO0088'AND IN THE TOP OF THE WEST END OF THE STAIR CURBING.  A STANDARD DISK,
 KO0088'STAMPED EUREKA 1934.
 KO0088
 KO0088                          STATION RECOVERY (1994)
 KO0088
 KO0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DW)
 KO0088'THIS IS GRAVITY BASE STATION 'EUREKA B', DOD 4628-1, IGB 12092B.
 KO0088
 KO0088                          STATION RECOVERY (2003)
 KO0088
 KO0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 KO0088'POST OFFICE AT 205 MAIN ST. HAS NOW BEEN ABANDONED.
 KO0088
 KO0088                          STATION RECOVERY (2012)
 KO0088
 KO0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2012 (DW)
 KO0088'OLD POST OFFICE IS NOW USED AS A PRIVATE RESIDENCE (AT LEAST IN REAR).
 KO0088'
 KO0088
 KO0088                          STATION RECOVERY (2013)
 KO0088
 KO0088'RECOVERY NOTE BY GEOCACHING 2013
 KO0088'RECOVERED IN GOOD CONDITION.
 KO0088
 KO0088                          STATION RECOVERY (2021)
 KO0088
 KO0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2021 (DW)
 KO0088'OLD POST OFFICE IS NOW THE TINTIC MOTORCYCLE MUSEUM AT 215 MAIN ST,
 KO0088'WHICH IS US ROUTE 6 (NO LONGER US 50).  BUILDING IS ON SOUTH-SOUTHEAST
 KO0088'SIDE OF ROAD AND UP A GRADE.  MARK IS AT REAR OF BUILDING.  AT TOP OF
 KO0088'BASEMENT STAIRWELL, ON STAIR CURBING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5803 ***********************************************************************
 AI5803  CBN         -  This is a Cooperative Base Network Control Station.
 AI5803  DESIGNATION -  EUREKA
 AI5803  PID         -  AI5803
 AI5803  STATE/COUNTY-  UT/JUAB
 AI5803  COUNTRY     -  US
 AI5803  USGS QUAD   -  TINTIC JUNCTION (2017)
 AI5803
 AI5803                         *CURRENT SURVEY CONTROL
 AI5803  ______________________________________________________________________
 AI5803* NAD 83(2011) POSITION- 39 55 39.98872(N) 112 09 38.64590(W)   ADJUSTED
 AI5803* NAD 83(2011) ELLIP HT-  1784.079 (meters)        (06/27/12)   ADJUSTED
 AI5803* NAD 83(2011) EPOCH   -  2010.00
 AI5803* NAVD 88 ORTHO HEIGHT -  1801.8   (meters)     5911.    (feet) GPS OBS
 AI5803  ______________________________________________________________________
 AI5803  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5803  GEOID HEIGHT    -        -17.740 (meters)                     GEOID09
 AI5803  GEOID HEIGHT    -        -17.742 (meters)                     GEOID18
 AI5803  NAD 83(2011) X  - -1,848,018.652 (meters)                     COMP
 AI5803  NAD 83(2011) Y  - -4,537,317.380 (meters)                     COMP
 AI5803  NAD 83(2011) Z  -  4,072,984.118 (meters)                     COMP
 AI5803  LAPLACE CORR    -          5.18  (seconds)                    DEFLEC18
 AI5803
 AI5803  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5803  Standards:
 AI5803         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5803            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5803  -------------------------------------------------------------------
 AI5803  NETWORK    0.67   1.43           0.29   0.26   0.73     -0.09949622
 AI5803  -------------------------------------------------------------------
 AI5803  Click here for local accuracies and other accuracy information.
 AI5803
 AI5803.The horizontal coordinates were established by GPS observations
 AI5803.and adjusted by the National Geodetic Survey in June 2012.
 AI5803
 AI5803.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5803.been affixed to the stable North American tectonic plate. See 
 AI5803.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5803
 AI5803.The horizontal coordinates are valid at the epoch date displayed above
 AI5803.which is a decimal equivalence of Year/Month/Day.
 AI5803
 AI5803.The orthometric height was determined by GPS observations and a
 AI5803.high-resolution geoid model.
 AI5803
 AI5803.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5803.GEOID18 height accuracy estimate available here.
 AI5803
 AI5803.Click photographs - Photos may exist for this station.
 AI5803
 AI5803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5803
 AI5803.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5803
 AI5803.The ellipsoidal height was determined by GPS observations
 AI5803.and is referenced to NAD 83.
 AI5803
 AI5803. The following values were computed from the NAD 83(2011) position.
 AI5803
 AI5803;                    North         East     Units Scale Factor Converg.
 AI5803;SPC UT C     - 2,177,221.267   443,524.046   MT  0.99990013   -0 25 23.7
 AI5803;SPC UT C     - 7,143,100.11  1,455,128.47   sFT  0.99990013   -0 25 23.7
 AI5803;UTM  12      - 4,420,385.836   400,814.492   MT  0.99972111   -0 44 42.2
 AI5803
 AI5803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5803!SPC UT C     -   0.99972019  x   0.99990013  =   0.99962035
 AI5803!UTM  12      -   0.99972019  x   0.99972111  =   0.99944138
 AI5803
 AI5803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK0081420385(NAD 83)
 AI5803
 AI5803                          SUPERSEDED SURVEY CONTROL
 AI5803
 AI5803  NAD 83(2007)-  39 55 39.98838(N)    112 09 38.64628(W) AD(2002.00) 0
 AI5803  ELLIP H (02/10/07) 1784.092  (m)                       GP(2002.00)    
 AI5803  NAD 83(1994)-  39 55 39.98787(N)    112 09 38.64559(W) AD(       ) A
 AI5803  ELLIP H (06/28/00) 1784.111  (m)                       GP(       ) 4 1
 AI5803  NAVD 88 (06/28/00) 1801.8    (m)  GEOID99  model used  GPS OBS        
 AI5803
 AI5803.Superseded values are not recommended for survey control.
 AI5803
 AI5803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5803.See file dsdata.pdf to determine how the superseded data were derived.
 AI5803
 AI5803_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 AI5803_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI5803_STAMPING: EUREKA 1999
 AI5803_MARK LOGO: UT-049
 AI5803_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5803+STABILITY: SURFACE MOTION
 AI5803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5803+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2006
 AI5803
 AI5803  HISTORY     - Date     Condition        Report By
 AI5803  HISTORY     - 1999     MONUMENTED       UT-049
 AI5803  HISTORY     - 20060514 GOOD             INDIV
 AI5803
 AI5803                          STATION DESCRIPTION
 AI5803
 AI5803'DESCRIBED BY UTAH COUNTY UTAH 1999 (EV)
 AI5803'THE STATION IS LOCATED ABOUT 96.6 KM (60.00 MI) SOUTH-SOUTHWEST OF
 AI5803'SALT LAKE CITY, 5.0 KM (3.10 MI) SOUTHWEST OF EUREKA AND 3.2 KM (2.00
 AI5803'MI) NORTHWEST OF SILVER CITY.  OWNERSHIP--UDOT.  TO REACH THE STATION
 AI5803'FROM THE JUNCTION OF US HIGHWAY 6 AND STATE HIGHWAY 36 SOUTHWEST OF
 AI5803'EUREKA, GO SOUTHWEST ON HIGHWAY 36 FOR 2.1 KM (1.30 MI) TO THE STATION
 AI5803'ON THE RIGHT IN THE NORTH QUADRANT OF THE JUNCTION OF STATE HIGHWAYS
 AI5803'36 AND 67.  THE STATION IS A BRASS CAP ATTACHED TO A GALVANIZED PIPE
 AI5803'SET IN CONCRETE AND FLUSH WITH THE GROUND.  IT IS 30.5 M (100.1 FT)
 AI5803'NORTHEAST OF HIGHWAY 36 NORTH, 18.3 M (60.0 FT) NORTHWEST OF HIGHWAY
 AI5803'36 EAST AND 0.8 M (2.6 FT) SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 AI5803
 AI5803                          STATION RECOVERY (2006)
 AI5803
 AI5803'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RW)
 AI5803'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0515 ***********************************************************************
 JO0515  DESIGNATION -  EXTRA
 JO0515  PID         -  JO0515
 JO0515  STATE/COUNTY-  UT/IRON
 JO0515  COUNTRY     -  US
 JO0515  USGS QUAD   -  BURNT PEAK (2017)
 JO0515
 JO0515                         *CURRENT SURVEY CONTROL
 JO0515  ______________________________________________________________________
 JO0515* NAD 83(1994) POSITION- 38 00 25.30326(N) 112 30 57.87475(W)   ADJUSTED
 JO0515* NAVD 88 ORTHO HEIGHT -  2168.3   (meters)     7114.    (feet) VERTCON3
 JO0515  ______________________________________________________________________
 JO0515  GEOID HEIGHT    -        -20.134 (meters)                     GEOID18
 JO0515  LAPLACE CORR    -          3.49  (seconds)                    DEFLEC18
 JO0515  HORZ ORDER      -  SECOND
 JO0515
 JO0515.The horizontal coordinates were established by classical geodetic methods
 JO0515.and adjusted by the National Geodetic Survey in November 1997.
 JO0515
 JO0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0515
 JO0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0515.GEOID18 height accuracy estimate available here.
 JO0515
 JO0515.Click photographs - Photos may exist for this station.
 JO0515
 JO0515.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0515
 JO0515. The following values were computed from the NAD 83(1994) position.
 JO0515
 JO0515;                    North         East     Units Scale Factor Converg.
 JO0515;SPC UT S     - 3,149,244.091   410,769.463   MT  0.99995884   -0 37 21.1
 JO0515;SPC UT S     -10,332,144.99  1,347,666.15   sFT  0.99995884   -0 37 21.1
 JO0515;UTM  12      - 4,207,679.316   366,901.463   MT  0.99981819   -0 56 01.2
 JO0515
 JO0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0515!SPC UT S     -   0.99966304  x   0.99995884  =   0.99962189
 JO0515!UTM  12      -   0.99966304  x   0.99981819  =   0.99948129
 JO0515
 JO0515:                Primary Azimuth Mark                     Grid Az
 JO0515:SPC UT S     -  BEAR                                     079 07 52.8
 JO0515:UTM  12      -  BEAR                                     079 26 32.9
 JO0515
 JO0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH6690107679(NAD 83)
 JO0515
 JO0515|---------------------------------------------------------------------|
 JO0515| PID    Reference Object                     Distance      Geod. Az  |
 JO0515|                                                           dddmmss.s |
 JO0515| CM5561 EXTRA RM 1                           11.203 METERS 01501     |
 JO0515| JO0495 BEAR                                APPROX. 2.8 KM 0783031.7 |
 JO0515| CM5562 EXTRA RM 2                           12.638 METERS 09852     |
 JO0515|---------------------------------------------------------------------|
 JO0515
 JO0515                          SUPERSEDED SURVEY CONTROL
 JO0515
 JO0515  NAD 83(1986)-  38 00 25.30055(N)    112 30 57.87364(W) AD(       ) 2
 JO0515  NAD 27      -  38 00 25.39500(N)    112 30 55.11200(W) AD(       ) 2
 JO0515  NGVD 29 (07/19/86) 2167.0    (m)         7110.     (f) VERT ANG       
 JO0515
 JO0515.Superseded values are not recommended for survey control.
 JO0515
 JO0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0515.See file dsdata.pdf to determine how the superseded data were derived.
 JO0515
 JO0515_MARKER: DS = TRIANGULATION STATION DISK
 JO0515_SETTING: 80 = SET IN A BOULDER
 JO0515_STAMPING: EXTRA 1938
 JO0515_MARK LOGO: CGS
 JO0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0515+STABILITY: SURFACE MOTION
 JO0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0515+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2010
 JO0515
 JO0515  HISTORY     - Date     Condition        Report By
 JO0515  HISTORY     - 1938     MONUMENTED       CGS
 JO0515  HISTORY     - 20101209 GOOD             GEOCAC
 JO0515
 JO0515                          STATION DESCRIPTION
 JO0515
 JO0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JO0515'LOCATED ABOUT 20.5 MILES NE OF PAROWAN AND ABOUT 13 MILES
 JO0515'N BY W OF PANGUITCH AT N END OF LOWER BEAR VALLEY, ABOUT 1.7
 JO0515'MILES W OF STATION BEAR, WHICH IS ON HIGHEST POINT OF HIGHEST
 JO0515'PEAK IN IMMEDIATE VICINITY.  IT IS ON CREST OF A LOW RIDGE
 JO0515'WHICH PARALLELS ROAD (PARAGONAH TO PANGUITCH).  IT IS ABOUT
 JO0515'190 FEET S OF CENTER LINE OF ROAD AND ABOUT 180 FEET W OF A
 JO0515'FENCE CORNER.
 JO0515'
 JO0515'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 JO0515'BOULDERS.
 JO0515'
 JO0515'REACHED FROM PAROWAN BY GOING N ON U.S. 91 4.5 MILES TO
 JO0515'PARAGONAH.  THENCE CONTINUE N ON 91 0.6 MILE TO A GRADED DIRT
 JO0515'ROAD R AT A SIGN--PANGUITCH 38, BEAR VALLEY.  HERE TURN R ON
 JO0515'DIRT ROAD AND GO NE AND THEN E UP A CANYON 7.45 MILES TO A
 JO0515'FORK.  HERE KEEP L FORK, MAIN TRAVELED ROAD, E AND THEN N
 JO0515'2.85 MILES TO TOP OF DIVIDE.  THENCE CONTINUE NE ON MAIN
 JO0515'TRAVELED ROAD 10.9 MILES TO ROAD LEADING DOWN TOWARDS A CREEK
 JO0515'1/3 MILE DISTANT AND A YELLOW SIGN CAN BE SEEN AT CREEK.
 JO0515'STATION IS ABOUT 190 FEET S OF THIS POINT.  FIND A CONVENIENT
 JO0515'PLACE TO GET TRUCK UP STEEP BANK ON R AND DRIVE THRU
 JO0515'SAGEBRUSH TO A FENCE CORNER ON TOP OF RIDGE AND ABOUT 60
 JO0515'YARDS FROM ROAD.  THENCE TURN SHARP R AND DRIVE W UP GENTLE
 JO0515'SLOPE ABOUT 60 YARDS TO STATION.
 JO0515'
 JO0515'NO AZIMUTH MARK WAS SET AS BEAR CAN BE CONVENIENTLY USED FOR
 JO0515'AN AZIMUTH.
 JO0515'
 JO0515'NOTE--YELLOW SIGN MENTIONED IN DESCRIPTION ABOVE IS SOMEWHAT
 JO0515'INSECURE AND IS NOT TO BE RELIED UPON FOR OVER A YEAR.
 JO0515
 JO0515                          STATION RECOVERY (2010)
 JO0515
 JO0515'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 JO0515'STATION IS TWO FT EAST OF A SMALL ROCK CAIRN. RM 1 AND RM 2 ALSO FOUND
 JO0515'WITH A DISTANCE BETWEEN THEM OF 52.3 FT.  ALL MARKS ARE ON INDIVIDUAL
 JO0515'BOULDERS, NOT AN EXPOSED LEDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0372 ***********************************************************************
 MR0372  DESIGNATION -  F
 MR0372  PID         -  MR0372
 MR0372  STATE/COUNTY-  UT/MORGAN
 MR0372  COUNTRY     -  US
 MR0372  USGS QUAD   -  SNOW BASIN (2017)
 MR0372
 MR0372                         *CURRENT SURVEY CONTROL
 MR0372  ______________________________________________________________________
 MR0372* NAD 83(1986) POSITION- 41 08 16.3    (N) 111 48 29.2    (W)   HD_HELD2
 MR0372* NAVD 88 ORTHO HEIGHT -  1474.846 (meters)     4838.72  (feet) ADJUSTED
 MR0372  ______________________________________________________________________
 MR0372  GEOID HEIGHT    -        -16.260 (meters)                     GEOID18
 MR0372  DYNAMIC HEIGHT  -       1473.666 (meters)     4834.85  (feet) COMP
 MR0372  MODELED GRAVITY -    979,773.0   (mgal)                       NAVD 88
 MR0372
 MR0372  VERT ORDER      -  FIRST     CLASS II
 MR0372
 MR0372.The horizontal coordinates were established by autonomous hand held GPS
 MR0372.observations and have an estimated accuracy of +/- 10 meters.
 MR0372
 MR0372.The orthometric height was determined by differential leveling and
 MR0372.adjusted by the NATIONAL GEODETIC SURVEY
 MR0372.in June 1991.
 MR0372
 MR0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0372.GEOID18 height accuracy estimate available here.
 MR0372
 MR0372.Click photographs - Photos may exist for this station.
 MR0372
 MR0372.The dynamic height is computed by dividing the NAVD 88
 MR0372.geopotential number by the normal gravity value computed on the
 MR0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0372.degrees latitude (g = 980.6199 gals.).
 MR0372
 MR0372.The modeled gravity was interpolated from observed gravity values.
 MR0372
 MR0372;                    North         East    Units  Estimated Accuracy
 MR0372;SPC UT N     - 1,089,388.      474,132.      MT  (+/- 10 meters HH2 GPS)
 MR0372
 MR0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3217854375(NAD 83)
 MR0372
 MR0372                          SUPERSEDED SURVEY CONTROL
 MR0372
 MR0372  NGVD 29 (??/??/92) 1473.704  (m)         4834.98   (f) ADJ UNCH    1 2
 MR0372
 MR0372.Superseded values are not recommended for survey control.
 MR0372
 MR0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0372.See file dsdata.pdf to determine how the superseded data were derived.
 MR0372
 MR0372_MARKER: Z = SEE DESCRIPTION
 MR0372_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MR0372_SP_SET: ABUTMENT
 MR0372_MARK LOGO: CGS
 MR0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0372+STABILITY: SURFACE MOTION
 MR0372
 MR0372  HISTORY     - Date     Condition        Report By
 MR0372  HISTORY     - 1903     MONUMENTED       CGS
 MR0372  HISTORY     - 19030512 GOOD             CGS
 MR0372  HISTORY     - 1958     GOOD             CGS
 MR0372  HISTORY     - 1983     GOOD             NGS
 MR0372
 MR0372                          STATION DESCRIPTION
 MR0372
 MR0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (RLL)
 MR0372'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTHEAST OF KAYSVILLE
 MR0372'HEIGHTS SUBDIVISION, 8.7 MI (14.0 KM) SOUTH-SOUTHWEST OF HUNTSVILLE
 MR0372'AND 2.5 MI (4.1 KM) WEST-NORTHWEST OF PETERSON.
 MR0372
 MR0372                          STATION RECOVERY (1958)
 MR0372
 MR0372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 MR0372'10.25 MI NW FROM MORGAN.
 MR0372'ABOUT 10.25 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0372'STATION AT MORGAN, 0.25 MILE WEST OF MILE POST 978, AT THE EAST END OF
 MR0372'A STEEL GIRDER BRIDGE NUMBER 978.25, A SQUARE HOLE IN THE TOP OF THE
 MR0372'SOUTHWEST CORNER OF THE EAST CONCRETE ABUTMENT, 9 FEET SOUTH OF THE
 MR0372'NEAR RAIL, AND ABOUT 2 FEET BELOW THE TRACK.
 MR0372
 MR0372                          STATION RECOVERY (1983)
 MR0372
 MR0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0372'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  16.5 KM (10.25
 MR0372'MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 MR0372'MORGAN, IN TOP OF AND 1.2 METERS (3.9 FT) NORTH OF THE SOUTH END OF
 MR0372'THE EAST CONCRETE ABUTMENT OF THE MOST SOUTHERLY 1 OF 2 RAILROAD
 MR0372'BRIDGES 978.25 SPANNING A CREEK AND 2.0 METERS (6.6 FT) SOUTH OF THE
 MR0372'NEAR RAIL.
 MR0372'THE MARK IS 0.3 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0209 ***********************************************************************
 MS0209  FBN         -  This is a Federal Base Network Control Station.
 MS0209  DESIGNATION -  F 10
 MS0209  PID         -  MS0209
 MS0209  STATE/COUNTY-  UT/BOX ELDER
 MS0209  COUNTRY     -  US
 MS0209  USGS QUAD   -  MONUMENT POINT (2017)
 MS0209
 MS0209                         *CURRENT SURVEY CONTROL
 MS0209  ______________________________________________________________________
 MS0209* NAD 83(2011) POSITION- 41 42 57.93309(N) 112 47 16.50025(W)   ADJUSTED
 MS0209* NAD 83(2011) ELLIP HT-  1272.169 (meters)        (06/27/12)   ADJUSTED
 MS0209* NAD 83(2011) EPOCH   -  2010.00
 MS0209* NAVD 88 ORTHO HEIGHT -  1287.793 (meters)     4225.03  (feet) ADJUSTED
 MS0209  ______________________________________________________________________
 MS0209  GEOID HEIGHT    -        -15.645 (meters)                     GEOID18
 MS0209  NAD 83(2011) X  - -1,847,131.002 (meters)                     COMP
 MS0209  NAD 83(2011) Y  - -4,396,746.381 (meters)                     COMP
 MS0209  NAD 83(2011) Z  -  4,222,964.062 (meters)                     COMP
 MS0209  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 MS0209  DYNAMIC HEIGHT  -       1286.944 (meters)     4222.25  (feet) COMP
 MS0209  MODELED GRAVITY -    979,918.5   (mgal)                       NAVD 88
 MS0209
 MS0209  VERT ORDER      -  FIRST     CLASS II
 MS0209
 MS0209  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MS0209  Standards:
 MS0209         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MS0209            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MS0209  -------------------------------------------------------------------
 MS0209  NETWORK    0.55   1.12           0.24   0.21   0.57     -0.09898386
 MS0209  -------------------------------------------------------------------
 MS0209  Click here for local accuracies and other accuracy information.
 MS0209
 MS0209.The horizontal coordinates were established by GPS observations
 MS0209.and adjusted by the National Geodetic Survey in June 2012.
 MS0209
 MS0209.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MS0209.been affixed to the stable North American tectonic plate. See 
 MS0209.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MS0209
 MS0209.The horizontal coordinates are valid at the epoch date displayed above
 MS0209.which is a decimal equivalence of Year/Month/Day.
 MS0209
 MS0209.The orthometric height was determined by differential leveling and
 MS0209.adjusted by the NATIONAL GEODETIC SURVEY
 MS0209.in June 1991.
 MS0209
 MS0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0209.GEOID18 height accuracy estimate available here.
 MS0209
 MS0209.Click photographs - Photos may exist for this station.
 MS0209
 MS0209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MS0209
 MS0209.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0209
 MS0209.The ellipsoidal height was determined by GPS observations
 MS0209.and is referenced to NAD 83.
 MS0209
 MS0209.The dynamic height is computed by dividing the NAVD 88
 MS0209.geopotential number by the normal gravity value computed on the
 MS0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0209.degrees latitude (g = 980.6199 gals.).
 MS0209
 MS0209.The modeled gravity was interpolated from observed gravity values.
 MS0209
 MS0209. The following values were computed from the NAD 83(2011) position.
 MS0209
 MS0209;                    North         East     Units Scale Factor Converg.
 MS0209;SPC UT N     - 1,154,353.976   392,827.146   MT  0.99998978   -0 50 57.1
 MS0209;SPC UT N     - 3,787,243.00  1,288,800.39   sFT  0.99998978   -0 50 57.1
 MS0209;UTM  12      - 4,619,799.549   351,269.825   MT  0.99987221   -1 11 23.9
 MS0209
 MS0209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0209!SPC UT N     -   0.99980050  x   0.99998978  =   0.99979029
 MS0209!UTM  12      -   0.99980050  x   0.99987221  =   0.99967274
 MS0209
 MS0209:                Primary Azimuth Mark                     Grid Az
 MS0209:SPC UT N     -  HANSEL ET                                001 48 30.1
 MS0209:UTM  12      -  HANSEL ET                                002 08 56.9
 MS0209
 MS0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM5126919799(NAD 83)
 MS0209
 MS0209|---------------------------------------------------------------------|
 MS0209| PID    Reference Object                     Distance      Geod. Az  |
 MS0209|                                                           dddmmss.s |
 MS0209| MS0753 HANSEL ET                           APPROX. 6.6 KM 0005733.0 |
 MS0209|---------------------------------------------------------------------|
 MS0209
 MS0209                          SUPERSEDED SURVEY CONTROL
 MS0209
 MS0209  NAD 83(2007)-  41 42 57.93289(N)    112 47 16.50054(W) AD(2002.00) 0
 MS0209  ELLIP H (02/10/07) 1272.183  (m)                       GP(2002.00)    
 MS0209  ELLIP H (06/28/00) 1272.192  (m)                       GP(       ) 4 1
 MS0209  NAD 83(1994)-  41 42 57.93213(N)    112 47 16.49898(W) AD(       ) B
 MS0209  ELLIP H (04/21/95) 1272.257  (m)                       GP(       ) 4 1
 MS0209  NAD 83(1986)-  41 42 57.92194(N)    112 47 16.47942(W) AD(       ) 2
 MS0209  NAD 27      -  41 42 58.19548(N)    112 47 13.55602(W) AD(       ) 2
 MS0209  NAVD 88            1287.79   (m)         4225.0    (f) LEVELING    3  
 MS0209  NGVD 29 (??/??/92) 1286.798  (m)         4221.77   (f) ADJ UNCH    1 2
 MS0209  NGVD 29            1286.80   (m)         4221.8    (f) LEVELING    3  
 MS0209
 MS0209.Superseded values are not recommended for survey control.
 MS0209
 MS0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0209.See file dsdata.pdf to determine how the superseded data were derived.
 MS0209
 MS0209_MARKER: P = PIPE CAP
 MS0209_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MS0209_STAMPING: F 10 1911 ELEV. 4223.164 FT.
 MS0209_MARK LOGO: CGS
 MS0209_MAGNETIC: P = MARKER IS A STEEL PIPE
 MS0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0209+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1999
 MS0209
 MS0209  HISTORY     - Date     Condition        Report By
 MS0209  HISTORY     - 1911     MONUMENTED       CGS
 MS0209  HISTORY     - 1953     GOOD             CGS
 MS0209  HISTORY     - 1967     GOOD             CGS
 MS0209  HISTORY     - 19930930 GOOD             NGS
 MS0209  HISTORY     - 19990218 GOOD             NGS
 MS0209  HISTORY     - 19990714 GOOD             NGS
 MS0209
 MS0209                          STATION DESCRIPTION
 MS0209
 MS0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0209'8.8 MI SE FROM LOCOMOTIVE SPRINGS.
 MS0209'1.4 MILES NORTHEAST ALONG A DIRT ROAD FROM THE NORTHWEST SPRING OF
 MS0209'LOCOMOTIVE SPRINGS, THENCE 7.4 MILES SOUTHEAST ALONG A GRAVELED ROAD
 MS0209'ON THE ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED.  0.35 MILE
 MS0209'(15-1/4 POLES) WEST OF MILEPOLE 752, ABOUT 100 YARDS EAST OF THE EAST
 MS0209'EDGE OF THE RUINS OF AN ABANDONED SALT REFINERY, 227.5 FEET NORTHEAST
 MS0209'OF THE TOP OF THE NORTHEAST CORNER OF A CONCRETE ABUTMENT AT THE
 MS0209'NORTHWEST END OF AN ABANDONED TRAMWAY LEADING TO THE SALT BEDS, 98
 MS0209'FEET SOUTH OF AND ACROSS THE ROAD FROM TELEPHONE POLE 48B MARKED BY
 MS0209'THE WHITE PAINTED LETTERS BM, 42 1/2 FEET SOUTH OF THE CENTER LINE OF
 MS0209'THE ROAD, 1.6 FEET WEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN
 MS0209'THE ROAD, AND SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.8
 MS0209'FOOT ABOVE THE GROUND.
 MS0209
 MS0209                          STATION RECOVERY (1967)
 MS0209
 MS0209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EEM)
 MS0209'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY UTAH LINE 8 AS
 MS0209'FOLLOWS--
 MS0209'
 MS0209'1.4 MI. NE. ALONG A DIRT RD. FROM THE NW. SPRING OF LOCOMOTIVE
 MS0209'SPRINGS, THENCE 7.4 MI. SE. ALONG A GRAVELED RD. ON THE ABANDONED
 MS0209'SOUTHERN PACIFIC COMPANY RR. BED.  0.35 MI. (15-1/4 POLES) W.
 MS0209'OF MILEPOLE 752, ABOUT 100 YARDS E. OF THE E. EDGE OF THE RUINS
 MS0209'OF AN ABANDONED SALT REFINERY, 227.5 FT. NE. OF THE TOP OF THE
 MS0209'NE. CORNER OF A CONCRETE ABUTMENT AT THE NW. END OF AN ABANDONED
 MS0209'TRAMWAY LEADING TO THE SALT BEDS, 98 FT. S. OF AND ACROSS THE
 MS0209'RD. FROM TELEPHONE POLE 48B MARKED BY THE WHITE PAINTED
 MS0209'LETTERS BM, 42.5 FT. S. OF THE CENTERLINE OF THE RD., 1.6 FT.
 MS0209'W. OF A WITNESS POST, ABOUT 2 FT. HIGHER THAN THE RD., AND
 MS0209'SCREWED ON TOP OF A 3-1/4 IN. IRON PIPE PROJECTING 0.8 FT.
 MS0209'ABOVE THE GROUND.
 MS0209'
 MS0209'STATION MARK--A USC AND GS PIPE AND CAP STAMPED ELEV 4223.164
 MS0209'FT. F 10 1911 PROJECTING 0.9 FT. ABOVE GROUND.
 MS0209'
 MS0209'REFERENCE MARKS--NONE.
 MS0209
 MS0209                          STATION RECOVERY (1993)
 MS0209
 MS0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 MS0209'STATION IS LOCATED ABOUT 67 KM (41.65 MI) EAST-NORTHEAST OF BRIGHAM
 MS0209'CITY, 29 KM (18.00 MI) SOUTH-SOUTHWEST OF SNOWVILLE, JUST EAST OF THE
 MS0209'SOUTHERN EXTREMITY OF THE HANSEL MOUNTAINS, 5 KM (3.10 MI) EAST OF
 MS0209'MONUMENT POINT, ON A DIRT BERM ALONG THE NORTH EDGE OF THE GREAT SALT
 MS0209'LAKE, 0.5 KM (0.30 MI) SOUTH OF THE DIRT ROAD BETWEEN KELTON AND
 MS0209'BRIGHAM CITY, AT REMAINS OF AN OLD SALT PROCESSING PLANT, IN THE
 MS0209'NORTHEAST 1/4 OF SECTION 6, T 11 N, R 8 W.  OWNERSHIP--US BUREAU OF
 MS0209'LAND MANAGEMENT. TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 MS0209'INTERSTATE HIGHWAY 15 AND STATE HIGHWAY 13 (EXIT 368), ABOUT 6 KM
 MS0209'(3.70 MI) NORTHWEST OF BRIGHAM CITY), GO NORTHWEST ON HIGHWAY 13 FOR
 MS0209'4.23 KM (2.60 MI) TO A FORK ON THE WEST SIDE OF CORRINE.  KEEP LEFT,
 MS0209'WEST, ON STATE HIGHWAY 83 FOR 28.15 KM (17.50 MI) TO A PAVED ROAD
 MS0209'LEFT.  TURN LEFT, WEST, ON PAVED ROAD FOR 3.22 KM (2.00 MI) TO A FORK.
 MS0209'KEEP RIGHT, MAIN ROAD, FOR 7.48 KM (4.65 MI) TO A CROSSROAD AND END OF
 MS0209'PAVEMENT (ROAD LEFT LEADS TO THE GOLDEN SPIKE NATIONAL HISTORIC SITE).
 MS0209'CONTINUE AHEAD, WEST, ON GRAVEL ROAD FOR 17.25 KM (10.70 MI) TO A
 MS0209'CATTLE GUARD AT AN ATT BUILDING ON THE RIGHT.  CONTINUE AHEAD ACROSS
 MS0209'SALT FLATS FOR 7.14 KM (4.45 MI) TO A REVERSE FORK RIGHT.  KEEP LEFT,
 MS0209'WESTERLY, ON GRADED ROAD FOR 0.65 KM (0.40 MI) TO A FORK AT A CABLE
 MS0209'LINE CROSSING.  BEAR LEFT, SOUTHWEST, DOWNGRADE, ON DIRT ROAD FOR 0.46
 MS0209'KM (0.30 MI) TO A T-ROAD JUST EAST OF A CONCRETE STRUCTURE.  TURN
 MS0209'LEFT, EAST, ON ROAD (OLD RAILROAD BED) FOR 0.22 KM (0.15 MI) TO A DIRT
 MS0209'CAUSEWAY CURVING RIGHT.  CONTINUE AHEAD FOR 65 M (213.3 FT) TO THE
 MS0209'STATION ON THE RIGHT. STATION MARK IS A DISK ATTACHED TO A PIPE
 MS0209'PROJECTING 25 CM ABOVE GROUND ON THE SOUTH SIDE OF THE BERM.  IT IS
 MS0209'13.2 M (43.3 FT) SOUTH OF, AND 0.5 M (1.6 FT) HIGHER THAN THE ROAD
 MS0209'CENTER, 1.1 M (3.6 FT) WEST OF A FIBERGLASS WITNESS POST, 135.5 M
 MS0209'(444.6 FT) WEST ALONG THE ROAD FROM A LOCKED PIPE GATE, AND 136.7 M
 MS0209'(448.5 FT) EAST ALONG THE ROAD FROM A POST IN THE ROAD WITH 'ROAD
 MS0209'CLOSED' SIGN. DESCRIBED BY G.R.HEID
 MS0209
 MS0209                          STATION RECOVERY (1999)
 MS0209
 MS0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 MS0209'RECOVERED AS DESCRIBED.  NOTE - THE STATION IS ABOUT 67 KM (41.65 MI)
 MS0209'WEST-NORTHWEST OF BRIGHAM CITY, NOT EAST-NORTHEAST AND THE POST IN THE
 MS0209'ROAD HAS BEEN REMOVED.
 MS0209
 MS0209                          STATION RECOVERY (1999)
 MS0209
 MS0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 MS0209'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0195 ***********************************************************************
 HM0195  DESIGNATION -  F 100
 HM0195  PID         -  HM0195
 HM0195  STATE/COUNTY-  UT/SAN JUAN
 HM0195  COUNTRY     -  US
 HM0195  USGS QUAD   -  BLANDING SOUTH (2017)
 HM0195
 HM0195                         *CURRENT SURVEY CONTROL
 HM0195  ______________________________________________________________________
 HM0195* NAD 83(1986) POSITION- 37 34 27.     (N) 109 29 30.     (W)   SCALED
 HM0195* NAVD 88 ORTHO HEIGHT -  1764.790 (meters)     5789.98  (feet) ADJUSTED
 HM0195  ______________________________________________________________________
 HM0195  GEOID HEIGHT    -        -20.099 (meters)                     GEOID18
 HM0195  DYNAMIC HEIGHT  -       1762.727 (meters)     5783.21  (feet) COMP
 HM0195  MODELED GRAVITY -    979,398.8   (mgal)                       NAVD 88
 HM0195
 HM0195  VERT ORDER      -  FIRST     CLASS II
 HM0195
 HM0195.The horizontal coordinates were scaled from a map and have
 HM0195.an estimated accuracy of +/- 6 seconds.
 HM0195
 HM0195.The orthometric height was determined by differential leveling and
 HM0195.adjusted by the NATIONAL GEODETIC SURVEY
 HM0195.in June 1991.
 HM0195
 HM0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0195.GEOID18 height accuracy estimate available here.
 HM0195
 HM0195.Click photographs - Photos may exist for this station.
 HM0195
 HM0195.The dynamic height is computed by dividing the NAVD 88
 HM0195.geopotential number by the normal gravity value computed on the
 HM0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0195.degrees latitude (g = 980.6199 gals.).
 HM0195
 HM0195.The modeled gravity was interpolated from observed gravity values.
 HM0195
 HM0195;                    North         East    Units  Estimated Accuracy
 HM0195;SPC UT S     - 3,102,620.      677,390.      MT  (+/- 180 meters Scaled)
 HM0195
 HM0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG331596(NAD 83)
 HM0195
 HM0195                          SUPERSEDED SURVEY CONTROL
 HM0195
 HM0195  NGVD 29 (??/??/92) 1763.731  (m)         5786.51   (f) ADJ UNCH    1 2
 HM0195
 HM0195.Superseded values are not recommended for survey control.
 HM0195
 HM0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0195.See file dsdata.pdf to determine how the superseded data were derived.
 HM0195
 HM0195_MARKER: DB = BENCH MARK DISK
 HM0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0195_STAMPING: F 100 1958
 HM0195_MARK LOGO: CGS
 HM0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0195+STABILITY: SURFACE MOTION
 HM0195
 HM0195  HISTORY     - Date     Condition        Report By
 HM0195  HISTORY     - 1958     MONUMENTED       CGS
 HM0195  HISTORY     - 1959     GOOD             CGS
 HM0195  HISTORY     - 1980     GOOD             USGS
 HM0195
 HM0195                          STATION DESCRIPTION
 HM0195
 HM0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0195'4.3 MI S FROM BLANDING.
 HM0195'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0195'BLANDING, THENCE 0.4 MILE WEST ALONG STATE HIGHWAY 95, 0.2 MILE WEST
 HM0195'OF A CATTLE GUARD AND THE JUNCTION OF AN ASPHALT ROAD SOUTH, 102 FEET
 HM0195'NORTH OF THE CENTER OF THE JUNCTION OF A DRIVE NORTH INTO A 1 ACRE
 HM0195'LEVELED AREA, 9 FEET EAST OF A SMALL DRAINAGE DITCH, 77 FEET SOUTH OF
 HM0195'A 10-INCH PINON TREE, 2.1 FEET SOUTH OF A WITNESS POST, 3 1/2 FEET
 HM0195'NORTHWEST OF A LARGE CAIRN, 2 FEET LOWER THAN THE HIGHWAY AND IN THE
 HM0195'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 HM0195
 HM0195                          STATION RECOVERY (1980)
 HM0195
 HM0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0195'FROM THE POST OFFICE IN BLANDING, GO SOUTH ALONG STATE HIGHWAY 163,
 HM0195'THENCE 0.4 MILES WEST ALONG STATE HIGHWAY 95 TO A LARGE STORAGE
 HM0195'BUILDING ON THE RIGHT, 78 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 HM0195'THE BUILDING, 102 FEET NORTH OF THE HIGHWAY, 9 FEET EAST OF A SMALL
 HM0195'DRAINAGE DITCH, IN THE TOP OF A CONCRETE POST WHICH IS 0.1 FOOT BELOW
 HM0195'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0101 ***********************************************************************
 LO0101  DESIGNATION -  F 101
 LO0101  PID         -  LO0101
 LO0101  STATE/COUNTY-  UT/DUCHESNE
 LO0101  COUNTRY     -  US
 LO0101  USGS QUAD   -  BLACKTAIL MOUNTAIN (2017)
 LO0101
 LO0101                         *CURRENT SURVEY CONTROL
 LO0101  ______________________________________________________________________
 LO0101* NAD 83(1986) POSITION- 40 17 52.     (N) 110 32 12.     (W)   SCALED
 LO0101* NAVD 88 ORTHO HEIGHT -  1864.746 (meters)     6117.92  (feet) ADJUSTED
 LO0101  ______________________________________________________________________
 LO0101  GEOID HEIGHT    -        -16.282 (meters)                     GEOID18
 LO0101  DYNAMIC HEIGHT  -       1862.893 (meters)     6111.84  (feet) COMP
 LO0101  MODELED GRAVITY -    979,566.6   (mgal)                       NAVD 88
 LO0101
 LO0101  VERT ORDER      -  SECOND    CLASS 0
 LO0101
 LO0101.The horizontal coordinates were scaled from a map and have
 LO0101.an estimated accuracy of +/- 6 seconds.
 LO0101
 LO0101.The orthometric height was determined by differential leveling and
 LO0101.adjusted by the NATIONAL GEODETIC SURVEY
 LO0101.in June 1991.
 LO0101
 LO0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0101.GEOID18 height accuracy estimate available here.
 LO0101
 LO0101.Click photographs - Photos may exist for this station.
 LO0101
 LO0101.The dynamic height is computed by dividing the NAVD 88
 LO0101.geopotential number by the normal gravity value computed on the
 LO0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0101.degrees latitude (g = 980.6199 gals.).
 LO0101
 LO0101.The modeled gravity was interpolated from observed gravity values.
 LO0101
 LO0101;                    North         East    Units  Estimated Accuracy
 LO0101;SPC UT C     - 2,218,530.      581,900.      MT  (+/- 180 meters Scaled)
 LO0101
 LO0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK393609(NAD 83)
 LO0101
 LO0101                          SUPERSEDED SURVEY CONTROL
 LO0101
 LO0101  NGVD 29 (??/??/92) 1863.398  (m)         6113.50   (f) ADJ UNCH    2 0
 LO0101
 LO0101.Superseded values are not recommended for survey control.
 LO0101
 LO0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0101.See file dsdata.pdf to determine how the superseded data were derived.
 LO0101
 LO0101_MARKER: DB = BENCH MARK DISK
 LO0101_SETTING: 80 = SET IN A BOULDER
 LO0101_STAMPING: F 101 1962
 LO0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0101+STABILITY: SURFACE MOTION
 LO0101
 LO0101  HISTORY     - Date     Condition        Report By
 LO0101  HISTORY     - 1962     MONUMENTED       CGS
 LO0101
 LO0101                          STATION DESCRIPTION
 LO0101
 LO0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0101'11.25 MI SE FROM TABIONA.
 LO0101'11.25 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0101'TABIONA, AT THE SOUTHWEST END OF A SHARP CURVE, IN THE TOP OF A LARGE
 LO0101'BOULDER, 36 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 65 FEET
 LO0101'SOUTH-SOUTHEAST AND ACROSS THE HIGHWAY FROM POWER POLE 6-74, 1.8 FEET
 LO0101'NORTHEAST OF A WITNESS POST, ABOUT 4 1/2 FEET HIGHER THEN THE HIGHWAY,
 LO0101'AND 1.2 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0361 ***********************************************************************
 LN0361  DESIGNATION -  F 102
 LN0361  PID         -  LN0361
 LN0361  STATE/COUNTY-  UT/DAGGETT
 LN0361  COUNTRY     -  US
 LN0361  USGS QUAD   -  MANILA (2017)
 LN0361
 LN0361                         *CURRENT SURVEY CONTROL
 LN0361  ______________________________________________________________________
 LN0361* NAD 83(1986) POSITION- 40 59 45.     (N) 109 38 07.     (W)   SCALED
 LN0361* NAVD 88 ORTHO HEIGHT -  1822.121 (meters)     5978.08  (feet) ADJUSTED
 LN0361  ______________________________________________________________________
 LN0361  GEOID HEIGHT    -        -14.286 (meters)                     GEOID18
 LN0361  DYNAMIC HEIGHT  -       1820.484 (meters)     5972.70  (feet) COMP
 LN0361  MODELED GRAVITY -    979,661.7   (mgal)                       NAVD 88
 LN0361
 LN0361  VERT ORDER      -  SECOND    CLASS 0
 LN0361
 LN0361.The horizontal coordinates were scaled from a map and have
 LN0361.an estimated accuracy of +/- 6 seconds.
 LN0361
 LN0361.The orthometric height was determined by differential leveling and
 LN0361.adjusted by the NATIONAL GEODETIC SURVEY
 LN0361.in June 1991.
 LN0361
 LN0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0361.GEOID18 height accuracy estimate available here.
 LN0361
 LN0361.Click photographs - Photos may exist for this station.
 LN0361
 LN0361.The dynamic height is computed by dividing the NAVD 88
 LN0361.geopotential number by the normal gravity value computed on the
 LN0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0361.degrees latitude (g = 980.6199 gals.).
 LN0361
 LN0361.The modeled gravity was interpolated from observed gravity values.
 LN0361
 LN0361;                    North         East    Units  Estimated Accuracy
 LN0361;SPC UT N     - 1,075,250.      656,880.      MT  (+/- 180 meters Scaled)
 LN0361
 LN0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL147391(NAD 83)
 LN0361
 LN0361                          SUPERSEDED SURVEY CONTROL
 LN0361
 LN0361  NGVD 29 (??/??/92) 1820.845  (m)         5973.89   (f) ADJ UNCH    2 0
 LN0361
 LN0361.Superseded values are not recommended for survey control.
 LN0361
 LN0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0361.See file dsdata.pdf to determine how the superseded data were derived.
 LN0361
 LN0361_MARKER: DB = BENCH MARK DISK
 LN0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0361_STAMPING: F 102 1962
 LN0361_MARK LOGO: CGS
 LN0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0361+STABILITY: SURFACE MOTION
 LN0361
 LN0361  HISTORY     - Date     Condition        Report By
 LN0361  HISTORY     - 1962     MONUMENTED       CGS
 LN0361  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0361  HISTORY     - 20130623 MARK NOT FOUND   GEOCAC
 LN0361
 LN0361                          STATION DESCRIPTION
 LN0361
 LN0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0361'0.9 MI E FROM LINWOOD.
 LN0361'0.9 MILE EAST ALONG ROAD TO FLAMING GORGE DAM FROM THE JUNCTION OF
 LN0361'WYOMING STATE HIGHWAY 530 AT LINWOOD, 36 FEET SOUTHWEST OF THE CENTER
 LN0361'LINE OF THE ROAD, 10 FEET NORTHEAST OF A FENCE, 2.4 FEET NORTHWEST OF
 LN0361'A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 LN0361'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LN0361
 LN0361                          STATION RECOVERY (1984)
 LN0361
 LN0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0361'MARK NOT FOUND.
 LN0361
 LN0361                          STATION RECOVERY (2013)
 LN0361
 LN0361'RECOVERY NOTE BY GEOCACHING 2013 (BRB)
 LN0361'THIS MARK HAS BEEN INUNDATED BY THE WATERS OF FLAMING GORGE RESERVOIR.
 LN0361'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0229 ***********************************************************************
 LN0229  DESIGNATION -  F 103
 LN0229  PID         -  LN0229
 LN0229  STATE/COUNTY-  UT/DAGGETT
 LN0229  COUNTRY     -  US
 LN0229  USGS QUAD   -  CLAY BASIN (2017)
 LN0229
 LN0229                         *CURRENT SURVEY CONTROL
 LN0229  ______________________________________________________________________
 LN0229* NAD 83(1986) POSITION- 40 55 11.     (N) 109 08 31.     (W)   SCALED
 LN0229* NAVD 88 ORTHO HEIGHT -  1776.292 (meters)     5827.72  (feet) ADJUSTED
 LN0229  ______________________________________________________________________
 LN0229  GEOID HEIGHT    -        -14.129 (meters)                     GEOID18
 LN0229  DYNAMIC HEIGHT  -       1774.754 (meters)     5822.67  (feet) COMP
 LN0229  MODELED GRAVITY -    979,695.4   (mgal)                       NAVD 88
 LN0229
 LN0229  VERT ORDER      -  SECOND    CLASS 0
 LN0229
 LN0229.The horizontal coordinates were scaled from a map and have
 LN0229.an estimated accuracy of +/- 6 seconds.
 LN0229
 LN0229.The orthometric height was determined by differential leveling and
 LN0229.adjusted by the NATIONAL GEODETIC SURVEY
 LN0229.in June 1991.
 LN0229
 LN0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0229.GEOID18 height accuracy estimate available here.
 LN0229
 LN0229.Click photographs - Photos may exist for this station.
 LN0229
 LN0229.The dynamic height is computed by dividing the NAVD 88
 LN0229.geopotential number by the normal gravity value computed on the
 LN0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0229.degrees latitude (g = 980.6199 gals.).
 LN0229
 LN0229.The modeled gravity was interpolated from observed gravity values.
 LN0229
 LN0229;                    North         East    Units  Estimated Accuracy
 LN0229;SPC UT N     - 1,067,810.      698,610.      MT  (+/- 180 meters Scaled)
 LN0229
 LN0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL564315(NAD 83)
 LN0229
 LN0229                          SUPERSEDED SURVEY CONTROL
 LN0229
 LN0229  NGVD 29 (??/??/92) 1775.074  (m)         5823.72   (f) ADJ UNCH    2 0
 LN0229
 LN0229.Superseded values are not recommended for survey control.
 LN0229
 LN0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0229.See file dsdata.pdf to determine how the superseded data were derived.
 LN0229
 LN0229_MARKER: DB = BENCH MARK DISK
 LN0229_SETTING: 80 = SET IN A BOULDER
 LN0229_STAMPING: F 103 1962
 LN0229_MARK LOGO: CGS
 LN0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0229+STABILITY: SURFACE MOTION
 LN0229
 LN0229  HISTORY     - Date     Condition        Report By
 LN0229  HISTORY     - 1962     MONUMENTED       CGS
 LN0229
 LN0229                          STATION DESCRIPTION
 LN0229
 LN0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0229'33.95 MI E FROM LINWOOD.
 LN0229'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0229'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 28.95 MILES
 LN0229'EAST ALONG CLAY BASIN ROAD, IN THE TOP OF A 4- BY 16-FOOT BOULDER
 LN0229'WHICH PROJECTS 2.0 FEET ABOVE THE GROUND, 34 FEET WEST OF THE CENTER
 LN0229'LINE OF THE ROAD, 42 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET
 LN0229'HIGHER THAN THE ROAD, AND 2.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0070 ***********************************************************************
 LO0070  DESIGNATION -  F 104
 LO0070  PID         -  LO0070
 LO0070  STATE/COUNTY-  UT/DUCHESNE
 LO0070  COUNTRY     -  US
 LO0070  USGS QUAD   -  STRAWBERRY PINNACLES (2017)
 LO0070
 LO0070                         *CURRENT SURVEY CONTROL
 LO0070  ______________________________________________________________________
 LO0070* NAD 83(1986) POSITION- 40 11 58.     (N) 110 41 50.     (W)   SCALED
 LO0070* NAVD 88 ORTHO HEIGHT -  2094.499 (meters)     6871.70  (feet) ADJUSTED
 LO0070  ______________________________________________________________________
 LO0070  GEOID HEIGHT    -        -16.365 (meters)                     GEOID18
 LO0070  DYNAMIC HEIGHT  -       2092.341 (meters)     6864.62  (feet) COMP
 LO0070  MODELED GRAVITY -    979,521.0   (mgal)                       NAVD 88
 LO0070
 LO0070  VERT ORDER      -  SECOND    CLASS 0
 LO0070
 LO0070.The horizontal coordinates were scaled from a map and have
 LO0070.an estimated accuracy of +/- 6 seconds.
 LO0070
 LO0070.The orthometric height was determined by differential leveling and
 LO0070.adjusted by the NATIONAL GEODETIC SURVEY
 LO0070.in June 1991.
 LO0070
 LO0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0070.GEOID18 height accuracy estimate available here.
 LO0070
 LO0070.Click photographs - Photos may exist for this station.
 LO0070
 LO0070.The dynamic height is computed by dividing the NAVD 88
 LO0070.geopotential number by the normal gravity value computed on the
 LO0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0070.degrees latitude (g = 980.6199 gals.).
 LO0070
 LO0070.The modeled gravity was interpolated from observed gravity values.
 LO0070
 LO0070;                    North         East    Units  Estimated Accuracy
 LO0070;SPC UT C     - 2,207,480.      568,350.      MT  (+/- 180 meters Scaled)
 LO0070
 LO0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK257499(NAD 83)
 LO0070
 LO0070                          SUPERSEDED SURVEY CONTROL
 LO0070
 LO0070  NGVD 29 (??/??/92) 2093.113  (m)         6867.15   (f) ADJ UNCH    2 0
 LO0070
 LO0070.Superseded values are not recommended for survey control.
 LO0070
 LO0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0070.See file dsdata.pdf to determine how the superseded data were derived.
 LO0070
 LO0070_MARKER: DB = BENCH MARK DISK
 LO0070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0070_SP_SET: CULVERT
 LO0070_STAMPING: F 104 1962
 LO0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0070
 LO0070  HISTORY     - Date     Condition        Report By
 LO0070  HISTORY     - 1962     MONUMENTED       CGS
 LO0070
 LO0070                          STATION DESCRIPTION
 LO0070
 LO0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0070'8.35 MI E FROM FRUITLAND.
 LO0070'8.35 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LO0070'FRUITLAND, 0.05 MILE EAST OF A HIGHWAY STOCK PILE, AT THE SUMMIT OF A
 LO0070'HILL, IN THE TOP OF A 12 BY 24-FOOT FLAT SANDSTONE OUTCROP WHICH
 LO0070'PROJECTS 0.4 FOOT ABOVE THE GROUND, 33 1/2 FEET SOUTH OF THE CENTER
 LO0070'LINE OF THE HIGHWAY, 60 1/2 FEET EAST-SOUTHEAST OF THE CENTER OF THE
 LO0070'SOUTH END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 65 FEET
 LO0070'EAST-NORTHEAST OF THE CENTER LINE OF A TRACK ROAD LEADING
 LO0070'SOUTH-SOUTHEAST, 14.7 FEET EAST-NORTHEAST OF A WITNESS POST, AND ABOUT
 LO0070'2 1/2 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0292 ***********************************************************************
 LO0292  DESIGNATION -  F 106
 LO0292  PID         -  LO0292
 LO0292  STATE/COUNTY-  UT/SUMMIT
 LO0292  COUNTRY     -  US
 LO0292  USGS QUAD   -  KAMAS (2017)
 LO0292
 LO0292                         *CURRENT SURVEY CONTROL
 LO0292  ______________________________________________________________________
 LO0292* NAD 83(1986) POSITION- 40 39 09.     (N) 111 16 51.     (W)   SCALED
 LO0292* NAVD 88 ORTHO HEIGHT -  1964.601 (meters)     6445.53  (feet) ADJUSTED
 LO0292  ______________________________________________________________________
 LO0292  GEOID HEIGHT    -        -15.092 (meters)                     GEOID18
 LO0292  DYNAMIC HEIGHT  -       1962.750 (meters)     6439.46  (feet) COMP
 LO0292  MODELED GRAVITY -    979,612.6   (mgal)                       NAVD 88
 LO0292
 LO0292  VERT ORDER      -  SECOND    CLASS 0
 LO0292
 LO0292.The horizontal coordinates were scaled from a map and have
 LO0292.an estimated accuracy of +/- 6 seconds.
 LO0292
 LO0292.The orthometric height was determined by differential leveling and
 LO0292.adjusted by the NATIONAL GEODETIC SURVEY
 LO0292.in June 1991.
 LO0292
 LO0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0292.GEOID18 height accuracy estimate available here.
 LO0292
 LO0292.Click photographs - Photos may exist for this station.
 LO0292
 LO0292.The dynamic height is computed by dividing the NAVD 88
 LO0292.geopotential number by the normal gravity value computed on the
 LO0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0292.degrees latitude (g = 980.6199 gals.).
 LO0292
 LO0292.The modeled gravity was interpolated from observed gravity values.
 LO0292
 LO0292;                    North         East    Units  Estimated Accuracy
 LO0292;SPC UT N     - 1,035,470.      518,540.      MT  (+/- 180 meters Scaled)
 LO0292
 LO0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL762002(NAD 83)
 LO0292
 LO0292                          SUPERSEDED SURVEY CONTROL
 LO0292
 LO0292  NGVD 29 (??/??/92) 1963.320  (m)         6441.33   (f) ADJ UNCH    2 0
 LO0292
 LO0292.Superseded values are not recommended for survey control.
 LO0292
 LO0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0292.See file dsdata.pdf to determine how the superseded data were derived.
 LO0292
 LO0292_MARKER: DB = BENCH MARK DISK
 LO0292_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0292_SP_SET: CULVERT HEADWALL
 LO0292_STAMPING: F 106 1962
 LO0292_MARK LOGO: CGS
 LO0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0292+STABILITY: SURFACE MOTION
 LO0292
 LO0292  HISTORY     - Date     Condition        Report By
 LO0292  HISTORY     - 1962     MONUMENTED       CGS
 LO0292
 LO0292                          STATION DESCRIPTION
 LO0292
 LO0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0292'0.6 MI N FROM KAMAS.
 LO0292'0.6 MILE NORTH ALONG U.S. HIGHWAY 189 FROM THE POST OFFICE AT KAMAS,
 LO0292'IN THE TOP AND 0.7 FOOT NORTH OF THE SOUTH END OF THE WEST HEAD WALL
 LO0292'OF A CONCRETE BOX CULVERT, 17 FEET WEST OF THE CENTER LINE OF THE
 LO0292'HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0361 ***********************************************************************
 LO0361  DESIGNATION -  F 107
 LO0361  PID         -  LO0361
 LO0361  STATE/COUNTY-  UT/SUMMIT
 LO0361  COUNTRY     -  US
 LO0361  USGS QUAD   -  FRANCIS (2017)
 LO0361
 LO0361                         *CURRENT SURVEY CONTROL
 LO0361  ______________________________________________________________________
 LO0361* NAD 83(1986) POSITION- 40 36 40.     (N) 111 17 31.     (W)   SCALED
 LO0361* NAVD 88 ORTHO HEIGHT -  1949.079 (meters)     6394.60  (feet) ADJUSTED
 LO0361  ______________________________________________________________________
 LO0361  GEOID HEIGHT    -        -15.170 (meters)                     GEOID18
 LO0361  DYNAMIC HEIGHT  -       1947.244 (meters)     6388.58  (feet) COMP
 LO0361  MODELED GRAVITY -    979,614.0   (mgal)                       NAVD 88
 LO0361
 LO0361  VERT ORDER      -  SECOND    CLASS 0
 LO0361
 LO0361.The horizontal coordinates were scaled from a map and have
 LO0361.an estimated accuracy of +/- 6 seconds.
 LO0361
 LO0361.The orthometric height was determined by differential leveling and
 LO0361.adjusted by the NATIONAL GEODETIC SURVEY
 LO0361.in June 1991.
 LO0361
 LO0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0361.GEOID18 height accuracy estimate available here.
 LO0361
 LO0361.Click photographs - Photos may exist for this station.
 LO0361
 LO0361.The dynamic height is computed by dividing the NAVD 88
 LO0361.geopotential number by the normal gravity value computed on the
 LO0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0361.degrees latitude (g = 980.6199 gals.).
 LO0361
 LO0361.The modeled gravity was interpolated from observed gravity values.
 LO0361
 LO0361;                    North         East    Units  Estimated Accuracy
 LO0361;SPC UT N     - 1,030,870.      517,610.      MT  (+/- 180 meters Scaled)
 LO0361
 LO0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK753956(NAD 83)
 LO0361
 LO0361                          SUPERSEDED SURVEY CONTROL
 LO0361
 LO0361  NGVD 29 (??/??/92) 1947.809  (m)         6390.44   (f) ADJ UNCH    2 0
 LO0361
 LO0361.Superseded values are not recommended for survey control.
 LO0361
 LO0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0361.See file dsdata.pdf to determine how the superseded data were derived.
 LO0361
 LO0361_MARKER: DB = BENCH MARK DISK
 LO0361_SETTING: 66 = SET IN ROCK OUTCROP
 LO0361_STAMPING: F 107 1962
 LO0361_MARK LOGO: CGS
 LO0361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0361+STABILITY: POSITION/ELEVATION WELL
 LO0361
 LO0361  HISTORY     - Date     Condition        Report By
 LO0361  HISTORY     - 1962     MONUMENTED       CGS
 LO0361  HISTORY     - 20101211 MARK NOT FOUND   GEOCAC
 LO0361
 LO0361                          STATION DESCRIPTION
 LO0361
 LO0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0361'0.65 MI W FROM FRANCIS.
 LO0361'0.65 MILE WEST ALONG U.S. HIGHWAY 189 ALTERNATE FROM THE JUNCTION OF
 LO0361'STATE HIGHWAY 35 AT FRANCIS, ABOUT 200 FEET EAST-NORTHEAST OF THE
 LO0361'CENTER OF THE JUNCTION OF A DIRT ROAD SOUTHEAST, AT THE BOTTOM OF A
 LO0361'HILL, SET VERTICALLY IN THE SOUTHWEST FACE OF A MASSIVE OUTCROP, 41
 LO0361'FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET
 LO0361'NORTH-NORTHEAST OF A FENCE, 22 FEET EAST-NORTHEAST OF A WITNESS POST,
 LO0361'ABOUT 10 FEET HIGHER THAN THE HIGHWAY, 60 FEET EAST OF A FENCE CORNER,
 LO0361'AND ABOUT 0.6 FOOT ABOVE THE GROUND.
 LO0361
 LO0361                          STATION RECOVERY (2010)
 LO0361
 LO0361'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 LO0361'ROAD HAS BEEN WIDENED AND THE ROCK OUTCROP CUT BACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0015 ***********************************************************************
 JN0015  DESIGNATION -  F 11
 JN0015  PID         -  JN0015
 JN0015  STATE/COUNTY-  UT/EMERY
 JN0015  COUNTRY     -  US
 JN0015  USGS QUAD   -  GREEN RIVER (2017)
 JN0015
 JN0015                         *CURRENT SURVEY CONTROL
 JN0015  ______________________________________________________________________
 JN0015* NAD 83(1986) POSITION- 38 59 13.     (N) 110 09 29.     (W)   SCALED
 JN0015* NAVD 88 ORTHO HEIGHT -  1239.184 (meters)     4065.56  (feet) ADJUSTED
 JN0015  ______________________________________________________________________
 JN0015  GEOID HEIGHT    -        -20.159 (meters)                     GEOID18
 JN0015  DYNAMIC HEIGHT  -       1237.991 (meters)     4061.64  (feet) COMP
 JN0015  MODELED GRAVITY -    979,622.9   (mgal)                       NAVD 88
 JN0015
 JN0015  VERT ORDER      -  FIRST     CLASS II
 JN0015
 JN0015.The horizontal coordinates were scaled from a map and have
 JN0015.an estimated accuracy of +/- 6 seconds.
 JN0015
 JN0015.The orthometric height was determined by differential leveling and
 JN0015.adjusted by the NATIONAL GEODETIC SURVEY
 JN0015.in June 1991.
 JN0015
 JN0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0015.GEOID18 height accuracy estimate available here.
 JN0015
 JN0015.Click photographs - Photos may exist for this station.
 JN0015
 JN0015.The dynamic height is computed by dividing the NAVD 88
 JN0015.geopotential number by the normal gravity value computed on the
 JN0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0015.degrees latitude (g = 980.6199 gals.).
 JN0015
 JN0015.The modeled gravity was interpolated from observed gravity values.
 JN0015
 JN0015;                    North         East    Units  Estimated Accuracy
 JN0015;SPC UT C     - 2,073,440.      616,270.      MT  (+/- 180 meters Scaled)
 JN0015
 JN0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ729156(NAD 83)
 JN0015
 JN0015                          SUPERSEDED SURVEY CONTROL
 JN0015
 JN0015  NGVD 29 (??/??/92) 1238.209  (m)         4062.36   (f) ADJ UNCH    1 2
 JN0015
 JN0015.Superseded values are not recommended for survey control.
 JN0015
 JN0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0015.See file dsdata.pdf to determine how the superseded data were derived.
 JN0015
 JN0015_STAMPING: F 11 1921
 JN0015
 JN0015  HISTORY     - Date     Condition        Report By
 JN0015  HISTORY     - 1921     MONUMENTED       CGS
 JN0015  HISTORY     - 1954     MARK NOT FOUND   USGS
 JN0015  HISTORY     - 20180605 MARK NOT FOUND   NGS
 JN0015
 JN0015                          STATION DESCRIPTION
 JN0015
 JN0015'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JN0015'0.5 MI E FROM GREEN RIVER.
 JN0015'1/2 MILE EAST OF THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION AT
 JN0015'GREEN RIVER, EMERY COUNTY, 125 FEET NORTH OF THE TRACK, AT THE OUTSIDE
 JN0015'OF A CURVE ON U.S. HIGHWAY 50, NORTH OF THE ROAD PARALLELING THE
 JN0015'TRACK, AND IN A SHARP-ANGLED FENCE CORNER.  A STANDARD DISK, STAMPED F
 JN0015'11 1921 AND SET IN THE TOP OF A CONCRETE POST.
 JN0015
 JN0015                          STATION RECOVERY (2018)
 JN0015
 JN0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 JN0015'OLD, OLD US 50 IS NOW GREEN RIVER AVENUE.  RAILROAD IS NOW UNION
 JN0015'PACIFIC.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0023 ***********************************************************************
 JN0023  DESIGNATION -  F 111
 JN0023  PID         -  JN0023
 JN0023  STATE/COUNTY-  UT/WAYNE
 JN0023  COUNTRY     -  US
 JN0023  USGS QUAD   -  STEAMBOAT POINT (2017)
 JN0023
 JN0023                         *CURRENT SURVEY CONTROL
 JN0023  ______________________________________________________________________
 JN0023* NAD 83(1986) POSITION- 38 22 29.     (N) 110 46 41.     (W)   SCALED
 JN0023* NAVD 88 ORTHO HEIGHT -  1352.330 (meters)     4436.77  (feet) ADJUSTED
 JN0023  ______________________________________________________________________
 JN0023  GEOID HEIGHT    -        -20.250 (meters)                     GEOID18
 JN0023  DYNAMIC HEIGHT  -       1350.951 (meters)     4432.25  (feet) COMP
 JN0023  MODELED GRAVITY -    979,562.9   (mgal)                       NAVD 88
 JN0023
 JN0023  VERT ORDER      -  FIRST     CLASS II
 JN0023
 JN0023.The horizontal coordinates were scaled from a map and have
 JN0023.an estimated accuracy of +/- 6 seconds.
 JN0023
 JN0023.The orthometric height was determined by differential leveling and
 JN0023.adjusted by the NATIONAL GEODETIC SURVEY
 JN0023.in June 1991.
 JN0023
 JN0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0023.GEOID18 height accuracy estimate available here.
 JN0023
 JN0023.Click photographs - Photos may exist for this station.
 JN0023
 JN0023.The dynamic height is computed by dividing the NAVD 88
 JN0023.geopotential number by the normal gravity value computed on the
 JN0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0023.degrees latitude (g = 980.6199 gals.).
 JN0023
 JN0023.The modeled gravity was interpolated from observed gravity values.
 JN0023
 JN0023;                    North         East    Units  Estimated Accuracy
 JN0023;SPC UT S     - 3,189,820.      563,090.      MT  (+/- 180 meters Scaled)
 JN0023
 JN0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH193474(NAD 83)
 JN0023
 JN0023                          SUPERSEDED SURVEY CONTROL
 JN0023
 JN0023  NGVD 29 (??/??/92) 1351.294  (m)         4433.37   (f) ADJ UNCH    1 2
 JN0023
 JN0023.Superseded values are not recommended for survey control.
 JN0023
 JN0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0023.See file dsdata.pdf to determine how the superseded data were derived.
 JN0023
 JN0023_MARKER: DB = BENCH MARK DISK
 JN0023_SETTING: 80 = SET IN A BOULDER
 JN0023_STAMPING: F 111 1958
 JN0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0023+STABILITY: SURFACE MOTION
 JN0023
 JN0023  HISTORY     - Date     Condition        Report By
 JN0023  HISTORY     - 1958     MONUMENTED       CGS
 JN0023
 JN0023                          STATION DESCRIPTION
 JN0023
 JN0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0023'4.6 MI W FROM HANKSVILLE.
 JN0023'4.6 MILES WEST ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0023'HANKSVILLE, 75 YARDS NORTHEAST OF A SUMMIT, 45 YARDS WEST AND ACROSS
 JN0023'THE HIGHWAY FROM TWO LARGE BOULDERS IN A WASH, ON THE SOUTH SLOPE OF A
 JN0023'ROCKY HILL, IN TOP OF A 6-FOOT SQUARE SHAPED SANDSTONE BOULDER WHICH
 JN0023'PROJECTS 2 1/2 FEET ABOVE THE GROUND, 40 FEET NORTHWEST OF THE CENTER
 JN0023'LINE OF THE HIGHWAY, AND 8 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0032 ***********************************************************************
 JN0032  DESIGNATION -  F 112
 JN0032  PID         -  JN0032
 JN0032  STATE/COUNTY-  UT/WAYNE
 JN0032  COUNTRY     -  US
 JN0032  USGS QUAD   -  HANKSVILLE (2017)
 JN0032
 JN0032                         *CURRENT SURVEY CONTROL
 JN0032  ______________________________________________________________________
 JN0032* NAD 83(1986) POSITION- 38 21 58.     (N) 110 42 50.     (W)   SCALED
 JN0032* NAVD 88 ORTHO HEIGHT -  1316.028 (meters)     4317.67  (feet) ADJUSTED
 JN0032  ______________________________________________________________________
 JN0032  GEOID HEIGHT    -        -20.308 (meters)                     GEOID18
 JN0032  DYNAMIC HEIGHT  -       1314.688 (meters)     4313.27  (feet) COMP
 JN0032  MODELED GRAVITY -    979,565.6   (mgal)                       NAVD 88
 JN0032
 JN0032  VERT ORDER      -  FIRST     CLASS II
 JN0032
 JN0032.The horizontal coordinates were scaled from a map and have
 JN0032.an estimated accuracy of +/- 6 seconds.
 JN0032
 JN0032.The orthometric height was determined by differential leveling and
 JN0032.adjusted by the NATIONAL GEODETIC SURVEY
 JN0032.in June 1991.
 JN0032
 JN0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0032.GEOID18 height accuracy estimate available here.
 JN0032
 JN0032.Click photographs - Photos may exist for this station.
 JN0032
 JN0032.The dynamic height is computed by dividing the NAVD 88
 JN0032.geopotential number by the normal gravity value computed on the
 JN0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0032.degrees latitude (g = 980.6199 gals.).
 JN0032
 JN0032.The modeled gravity was interpolated from observed gravity values.
 JN0032
 JN0032;                    North         East    Units  Estimated Accuracy
 JN0032;SPC UT S     - 3,188,910.      568,700.      MT  (+/- 180 meters Scaled)
 JN0032
 JN0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH249464(NAD 83)
 JN0032
 JN0032                          SUPERSEDED SURVEY CONTROL
 JN0032
 JN0032  NGVD 29 (??/??/92) 1315.00   (m)         4314.3    (f) COMPUTED    1 2
 JN0032
 JN0032.Superseded values are not recommended for survey control.
 JN0032
 JN0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0032.See file dsdata.pdf to determine how the superseded data were derived.
 JN0032
 JN0032_MARKER: DB = BENCH MARK DISK
 JN0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0032_STAMPING: F 112 1958
 JN0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0032+STABILITY: SURFACE MOTION
 JN0032
 JN0032  HISTORY     - Date     Condition        Report By
 JN0032  HISTORY     - 1958     MONUMENTED       CGS
 JN0032
 JN0032                          STATION DESCRIPTION
 JN0032
 JN0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0032'IN SO HANKSVILLE AIRPORT.
 JN0032'AT SOUTH HANKSVILLE AIRPORT, 0.2 MILE SOUTHEAST OF BENCH MARK D 112,
 JN0032'IN R11E T28S S16, ABOUT 76 FEET NORTH OF THE NORTH END OF THE
 JN0032'NORTH-SOUTH DIRT RUNWAY, 63 FEET WEST OF THE CENTER OF A POINT WHERE A
 JN0032'DIRT ROAD CROSSES A DEEP WASH, 49 FEET SOUTHEAST OF THE Y JUNCTION OF
 JN0032'ROADS, 38 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 39 FEET WEST
 JN0032'OF THE WEST BANK OF THE WASH, 2.4 FEET WEST OF A WITNESS POST, 2 1/2
 JN0032'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JN0032'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0061 ***********************************************************************
 JN0061  DESIGNATION -  F 113
 JN0061  PID         -  JN0061
 JN0061  STATE/COUNTY-  UT/GARFIELD
 JN0061  COUNTRY     -  US
 JN0061  USGS QUAD   -  RAGGY CANYON (2017)
 JN0061
 JN0061                         *CURRENT SURVEY CONTROL
 JN0061  ______________________________________________________________________
 JN0061* NAD 83(1986) POSITION- 38 06 36.     (N) 110 37 57.     (W)   SCALED
 JN0061* NAVD 88 ORTHO HEIGHT -  1584.187 (meters)     5197.45  (feet) ADJUSTED
 JN0061  ______________________________________________________________________
 JN0061  GEOID HEIGHT    -        -20.248 (meters)                     GEOID18
 JN0061  DYNAMIC HEIGHT  -       1582.471 (meters)     5191.82  (feet) COMP
 JN0061  MODELED GRAVITY -    979,490.8   (mgal)                       NAVD 88
 JN0061
 JN0061  VERT ORDER      -  FIRST     CLASS II
 JN0061
 JN0061.The horizontal coordinates were scaled from a map and have
 JN0061.an estimated accuracy of +/- 6 seconds.
 JN0061
 JN0061.The orthometric height was determined by differential leveling and
 JN0061.adjusted by the NATIONAL GEODETIC SURVEY
 JN0061.in June 1991.
 JN0061
 JN0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0061.GEOID18 height accuracy estimate available here.
 JN0061
 JN0061.Click photographs - Photos may exist for this station.
 JN0061
 JN0061.The dynamic height is computed by dividing the NAVD 88
 JN0061.geopotential number by the normal gravity value computed on the
 JN0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0061.degrees latitude (g = 980.6199 gals.).
 JN0061
 JN0061.The modeled gravity was interpolated from observed gravity values.
 JN0061
 JN0061;                    North         East    Units  Estimated Accuracy
 JN0061;SPC UT S     - 3,160,540.      576,080.      MT  (+/- 180 meters Scaled)
 JN0061
 JN0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH322180(NAD 83)
 JN0061
 JN0061                          SUPERSEDED SURVEY CONTROL
 JN0061
 JN0061  NGVD 29 (??/??/92) 1583.111  (m)         5193.92   (f) ADJ UNCH    1 2
 JN0061
 JN0061.Superseded values are not recommended for survey control.
 JN0061
 JN0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0061.See file dsdata.pdf to determine how the superseded data were derived.
 JN0061
 JN0061_MARKER: DB = BENCH MARK DISK
 JN0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0061_STAMPING: F 113 1958
 JN0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0061+STABILITY: SURFACE MOTION
 JN0061
 JN0061  HISTORY     - Date     Condition        Report By
 JN0061  HISTORY     - 1958     MONUMENTED       CGS
 JN0061
 JN0061                          STATION DESCRIPTION
 JN0061
 JN0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0061'21.05 MI SE FROM HANKSVILLE.
 JN0061'ABOUT 21.05 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE
 JN0061'SCHOOL AT HANKSVILLE, IN R12E T31S S18, 0.05 MILE NORTHEAST OF THE
 JN0061'CROSSING OF BUTLER WASH, 41 FEET WEST OF THE CENTER OF THE JUNCTION OF
 JN0061'A TRACK ROAD WEST UPHILL, 37 FEET SOUTH OF THE CENTER LINE OF THE
 JN0061'ROAD, 24 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.3 FEET
 JN0061'SOUTHEAST OF THE WITNESS POST, 1 1/2 FEET HIGHER THAN THE HIGHWAY AND
 JN0061'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0012 ***********************************************************************
 HN0012  DESIGNATION -  F 114
 HN0012  PID         -  HN0012
 HN0012  STATE/COUNTY-  UT/GARFIELD
 HN0012  COUNTRY     -  US
 HN0012  USGS QUAD   -  HITE NORTH (2017)
 HN0012
 HN0012                         *CURRENT SURVEY CONTROL
 HN0012  ______________________________________________________________________
 HN0012* NAD 83(1986) POSITION- 37 53 50.     (N) 110 26 50.     (W)   SCALED
 HN0012* NAVD 88 ORTHO HEIGHT -  1136.357 (meters)     3728.20  (feet) ADJUSTED
 HN0012  ______________________________________________________________________
 HN0012  GEOID HEIGHT    -        -20.995 (meters)                     GEOID18
 HN0012  DYNAMIC HEIGHT  -       1135.187 (meters)     3724.36  (feet) COMP
 HN0012  MODELED GRAVITY -    979,561.9   (mgal)                       NAVD 88
 HN0012
 HN0012  VERT ORDER      -  FIRST     CLASS II
 HN0012
 HN0012.The horizontal coordinates were scaled from a map and have
 HN0012.an estimated accuracy of +/- 6 seconds.
 HN0012
 HN0012.The orthometric height was determined by differential leveling and
 HN0012.adjusted by the NATIONAL GEODETIC SURVEY
 HN0012.in June 1991.
 HN0012
 HN0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0012.GEOID18 height accuracy estimate available here.
 HN0012
 HN0012.Click photographs - Photos may exist for this station.
 HN0012
 HN0012.The dynamic height is computed by dividing the NAVD 88
 HN0012.geopotential number by the normal gravity value computed on the
 HN0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0012.degrees latitude (g = 980.6199 gals.).
 HN0012
 HN0012.The modeled gravity was interpolated from observed gravity values.
 HN0012
 HN0012;                    North         East    Units  Estimated Accuracy
 HN0012;SPC UT S     - 3,137,090.      592,590.      MT  (+/- 180 meters Scaled)
 HN0012
 HN0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG486945(NAD 83)
 HN0012
 HN0012                          SUPERSEDED SURVEY CONTROL
 HN0012
 HN0012  NGVD 29 (??/??/92) 1135.383  (m)         3725.00   (f) ADJ UNCH    1 2
 HN0012
 HN0012.Superseded values are not recommended for survey control.
 HN0012
 HN0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0012.See file dsdata.pdf to determine how the superseded data were derived.
 HN0012
 HN0012_MARKER: DB = BENCH MARK DISK
 HN0012_SETTING: 66 = SET IN ROCK OUTCROP
 HN0012_STAMPING: F 114 1958
 HN0012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0012+STABILITY: POSITION/ELEVATION WELL
 HN0012
 HN0012  HISTORY     - Date     Condition        Report By
 HN0012  HISTORY     - 1958     MONUMENTED       CGS
 HN0012  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0012  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0012
 HN0012                          STATION DESCRIPTION
 HN0012
 HN0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0012'43.15 MI SE FROM HANKSVILLE.
 HN0012'ABOUT 43.15 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE
 HN0012'SCHOOL AT HANKSVILLE, 125 YARDS NORTHWEST OF THE CROSSING OF A WASH,
 HN0012'0.1 MILE NORTHWEST OF THE JUNCTION OF A BLADED ROAD NORTH UP A STEEP
 HN0012'SLOPE, IN THE TOP OF HARD SHALE BEDROCK, AT THE SOUTHEAST END OF A
 HN0012'25-FOOT LONG HIGHWAY CUT THRU SHALE, 64 FEET SOUTHWEST OF THE CENTER
 HN0012'LINE OF THE HIGHWAY, 6.2 FEET SOUTH OF THE SOUTH CORNER OF A BOULDER.
 HN0012
 HN0012                          STATION RECOVERY (1982)
 HN0012
 HN0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0012'MARK NOT FOUND.
 HN0012
 HN0012                          STATION RECOVERY (1982)
 HN0012
 HN0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0012'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0044 ***********************************************************************
 HN0044  DESIGNATION -  F 115
 HN0044  PID         -  HN0044
 HN0044  STATE/COUNTY-  UT/SAN JUAN
 HN0044  COUNTRY     -  US
 HN0044  USGS QUAD   -  MANCOS MESA NE (2017)
 HN0044
 HN0044                         *CURRENT SURVEY CONTROL
 HN0044  ______________________________________________________________________
 HN0044* NAD 83(1986) POSITION- 37 43 55.     (N) 110 15 24.     (W)   SCALED
 HN0044* NAVD 88 ORTHO HEIGHT -  1472.085 (meters)     4829.67  (feet) ADJUSTED
 HN0044  ______________________________________________________________________
 HN0044  GEOID HEIGHT    -        -20.718 (meters)                     GEOID18
 HN0044  DYNAMIC HEIGHT  -       1470.492 (meters)     4824.44  (feet) COMP
 HN0044  MODELED GRAVITY -    979,496.4   (mgal)                       NAVD 88
 HN0044
 HN0044  VERT ORDER      -  FIRST     CLASS II
 HN0044
 HN0044.The horizontal coordinates were scaled from a map and have
 HN0044.an estimated accuracy of +/- 6 seconds.
 HN0044
 HN0044.The orthometric height was determined by differential leveling and
 HN0044.adjusted by the NATIONAL GEODETIC SURVEY
 HN0044.in June 1991.
 HN0044
 HN0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0044.GEOID18 height accuracy estimate available here.
 HN0044
 HN0044.Click photographs - Photos may exist for this station.
 HN0044
 HN0044.The dynamic height is computed by dividing the NAVD 88
 HN0044.geopotential number by the normal gravity value computed on the
 HN0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0044.degrees latitude (g = 980.6199 gals.).
 HN0044
 HN0044.The modeled gravity was interpolated from observed gravity values.
 HN0044
 HN0044;                    North         East    Units  Estimated Accuracy
 HN0044;SPC UT S     - 3,118,960.      609,590.      MT  (+/- 180 meters Scaled)
 HN0044
 HN0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG654763(NAD 83)
 HN0044
 HN0044                          SUPERSEDED SURVEY CONTROL
 HN0044
 HN0044  NGVD 29 (??/??/92) 1471.096  (m)         4826.42   (f) ADJ UNCH    1 2
 HN0044
 HN0044.Superseded values are not recommended for survey control.
 HN0044
 HN0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0044.See file dsdata.pdf to determine how the superseded data were derived.
 HN0044
 HN0044_MARKER: DB = BENCH MARK DISK
 HN0044_SETTING: 66 = SET IN ROCK OUTCROP
 HN0044_STAMPING: F 115 1958
 HN0044_MARK LOGO: CGS
 HN0044_MAGNETIC: N = NO MAGNETIC MATERIAL
 HN0044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0044+STABILITY: POSITION/ELEVATION WELL
 HN0044
 HN0044  HISTORY     - Date     Condition        Report By
 HN0044  HISTORY     - 1958     MONUMENTED       CGS
 HN0044  HISTORY     - 19760413 GOOD             NGS
 HN0044
 HN0044                          STATION DESCRIPTION
 HN0044
 HN0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0044'9.25 MI NW FROM FRY CANYON.
 HN0044'ABOUT 9.25 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0044'AT FRY CANYON, 0.15 MILE NORTHWEST OF THE CROSSING OF A LARGE WASH,
 HN0044'0.2 MILE SOUTHEAST OF THE CENTER OF A CURVE AROUND THE NORTH SLOPE OF
 HN0044'A HIGH SANDSTONE BLUFF, AT A SUMMIT, BETWEEN THE HIGHWAY AND WHITE
 HN0044'CANYON, IN THE TOP OF A SANDSTONE OUTCROP, 51 FEET NORTHEAST OF THE
 HN0044'CENTER LINE OF THE HIGHWAY, 5 1/2 FEET SOUTHWEST OF THE CANYON RIM, 29
 HN0044'FEET NORTHEAST OF A 15-INCH CEDAR BEARING A SURVEY PLAQUE, 3 FEET
 HN0044'SOUTHEAST OF A CAIRN AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
 HN0044
 HN0044                          STATION RECOVERY (1976)
 HN0044
 HN0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HN0044'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN1006 ***********************************************************************
 HN1006  DESIGNATION -  F 115 RESET
 HN1006  PID         -  HN1006
 HN1006  STATE/COUNTY-  UT/SAN JUAN
 HN1006  COUNTRY     -  US
 HN1006  USGS QUAD   -  MANCOS MESA NE (2017)
 HN1006
 HN1006                         *CURRENT SURVEY CONTROL
 HN1006  ______________________________________________________________________
 HN1006* NAD 83(1986) POSITION- 37 43 55.     (N) 110 15 24.     (W)   SCALED
 HN1006* NAVD 88 ORTHO HEIGHT -  1470.59  (meters)     4824.8   (feet) RESET
 HN1006  ______________________________________________________________________
 HN1006  GEOID HEIGHT    -        -20.718 (meters)                     GEOID18
 HN1006  VERT ORDER      -  THIRD
 HN1006
 HN1006.The horizontal coordinates were scaled from a map and have
 HN1006.an estimated accuracy of +/- 6 seconds.
 HN1006
 HN1006.The orthometric height was computed from unverified reset data.
 HN1006
 HN1006.No vertical observational check was made to the station.
 HN1006
 HN1006.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN1006.GEOID18 height accuracy estimate available here.
 HN1006
 HN1006.Click photographs - Photos may exist for this station.
 HN1006
 HN1006;                    North         East    Units  Estimated Accuracy
 HN1006;SPC UT S     - 3,118,960.      609,590.      MT  (+/- 180 meters Scaled)
 HN1006
 HN1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG654763(NAD 83)
 HN1006
 HN1006                          SUPERSEDED SURVEY CONTROL
 HN1006
 HN1006  NGVD 29 (07/25/12) 1469.60   (m)         4821.5    (f) RESET       3  
 HN1006
 HN1006.Superseded values are not recommended for survey control.
 HN1006
 HN1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN1006.See file dsdata.pdf to determine how the superseded data were derived.
 HN1006
 HN1006_MARKER: DV = VERTICAL CONTROL DISK
 HN1006_SETTING: 66 = SET IN ROCK OUTCROP
 HN1006_STAMPING: F 115 RESET 1976
 HN1006_MARK LOGO: NGS
 HN1006_MAGNETIC: N = NO MAGNETIC MATERIAL
 HN1006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN1006+STABILITY: POSITION/ELEVATION WELL
 HN1006
 HN1006  HISTORY     - Date     Condition        Report By
 HN1006  HISTORY     - 1976     MONUMENTED       NGS
 HN1006
 HN1006                          STATION DESCRIPTION
 HN1006
 HN1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HN1006'8.9 MILES (14.3 KM) NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST
 HN1006'OFFICE IN FRY CANYON, 95 FEET (29.0 M) SOUTHWEST OF THE APPROXIMATE
 HN1006'CENTER OF HIGHWAY 95, AND 5.5 FEET (1.7 M) BELOW HIGHWAY, SET IN
 HN1006'THE TOP OF OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0070 ***********************************************************************
 HN0070  DESIGNATION -  F 116
 HN0070  PID         -  HN0070
 HN0070  STATE/COUNTY-  UT/SAN JUAN
 HN0070  COUNTRY     -  US
 HN0070  USGS QUAD   -  MOSS BACK BUTTE (2017)
 HN0070
 HN0070                         *CURRENT SURVEY CONTROL
 HN0070  ______________________________________________________________________
 HN0070* NAD 83(1986) POSITION- 37 33 47.     (N) 110 00 45.     (W)   SCALED
 HN0070* NAVD 88 ORTHO HEIGHT -  1899.898 (meters)     6233.25  (feet) ADJUSTED
 HN0070  ______________________________________________________________________
 HN0070  GEOID HEIGHT    -        -19.897 (meters)                     GEOID18
 HN0070  DYNAMIC HEIGHT  -       1897.690 (meters)     6226.00  (feet) COMP
 HN0070  MODELED GRAVITY -    979,399.7   (mgal)                       NAVD 88
 HN0070
 HN0070  VERT ORDER      -  FIRST     CLASS II
 HN0070
 HN0070.The horizontal coordinates were scaled from a map and have
 HN0070.an estimated accuracy of +/- 6 seconds.
 HN0070
 HN0070.The orthometric height was determined by differential leveling and
 HN0070.adjusted by the NATIONAL GEODETIC SURVEY
 HN0070.in June 1991.
 HN0070
 HN0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0070.GEOID18 height accuracy estimate available here.
 HN0070
 HN0070.Click photographs - Photos may exist for this station.
 HN0070
 HN0070.The dynamic height is computed by dividing the NAVD 88
 HN0070.geopotential number by the normal gravity value computed on the
 HN0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0070.degrees latitude (g = 980.6199 gals.).
 HN0070
 HN0070.The modeled gravity was interpolated from observed gravity values.
 HN0070
 HN0070;                    North         East    Units  Estimated Accuracy
 HN0070;SPC UT S     - 3,100,530.      631,410.      MT  (+/- 180 meters Scaled)
 HN0070
 HN0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG872577(NAD 83)
 HN0070
 HN0070                          SUPERSEDED SURVEY CONTROL
 HN0070
 HN0070  NGVD 29 (??/??/92) 1898.836  (m)         6229.76   (f) ADJ UNCH    1 2
 HN0070
 HN0070.Superseded values are not recommended for survey control.
 HN0070
 HN0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0070.See file dsdata.pdf to determine how the superseded data were derived.
 HN0070
 HN0070_MARKER: DB = BENCH MARK DISK
 HN0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0070_STAMPING: F 116 1958
 HN0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0070+STABILITY: SURFACE MOTION
 HN0070
 HN0070  HISTORY     - Date     Condition        Report By
 HN0070  HISTORY     - 1958     MONUMENTED       CGS
 HN0070  HISTORY     - 1962     GOOD             CGS
 HN0070  HISTORY     - 1982     GOOD             USGS
 HN0070  HISTORY     - 1982     GOOD             USGS
 HN0070
 HN0070                          STATION DESCRIPTION
 HN0070
 HN0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0070'12.85 MI SE FROM FRY CANYON.
 HN0070'ABOUT 12.85 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST
 HN0070'OFFICE AT FRY CANYON, AT THE JUNCTION OF A ROAD NORTH TO NATURAL
 HN0070'BRIDGES INFORMATION CENTER, 47 FEET NORTHEAST OF THE CENTER OF THE
 HN0070'JUNCTION, 48 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 41 FEET
 HN0070'EAST-NORTHEAST OF THE CENTER LINE OF THE ROAD, 3 FEET WEST OF A
 HN0070'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IN THE TOP OF A
 HN0070'CONCRETE POST PROJECTING 6 INCHES.
 HN0070
 HN0070                          STATION RECOVERY (1962)
 HN0070
 HN0070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HN0070'RECOVERED IN GOOD CONDITION.
 HN0070
 HN0070                          STATION RECOVERY (1982)
 HN0070
 HN0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0070'ABOUT 12.35 MILES SOUTHEAST ALONG STATE HIGHWAY 95 (BICENTENNIAL
 HN0070'HIGHWAY) FROM THE POST OFFICE AT FRY CANYON, 0.35 MILES EAST ALONG
 HN0070'STATE HWY. 95 FROM THE INTERSECTION OF STATE HWY. 263, AT THE
 HN0070'JUNCTION OF A CLOSED OFF DIRT ROAD LEADING TO OWACHOMO NATURAL
 HN0070'BRIDGE, 60 FEET NORHTEAST OF THE CENTER OF THE JUNCTION, 52 FEET
 HN0070'NORTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF A WITNESS
 HN0070'POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY AND IN THE TOP OF A
 HN0070'CONCRETE POST PROJECTING 6 INCHES.
 HN0070
 HN0070                          STATION RECOVERY (1982)
 HN0070
 HN0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0070'ABOUT 12.35 MILES SOUTHEAST ALONG STATE HIGHWAY 95 (BICENTENNIAL
 HN0070'HIGHWAY) FROM THE POST OFFICE AT FRY CANYON, 0.35 MILES EAST ALONG
 HN0070'STATE HWY. 95 FROM THE INTERSECTION OF STATE HWY. 263, AT THE
 HN0070'JUNCTION OF A CLOSED OFF DIRT ROAD LEADING TO OWACHOMO NATURAL
 HN0070'BRIDGE, 60 FEET NORHTEAST OF THE CENTER OF THE JUNCTION, 52 FEET
 HN0070'NORTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF A WITNESS
 HN0070'POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY AND IN THE TOP OF A
 HN0070'CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0294 ***********************************************************************
 HM0294  DESIGNATION -  F 117
 HM0294  PID         -  HM0294
 HM0294  STATE/COUNTY-  UT/SAN JUAN
 HM0294  COUNTRY     -  US
 HM0294  USGS QUAD   -  HOTEL ROCK (2017)
 HM0294
 HM0294                         *CURRENT SURVEY CONTROL
 HM0294  ______________________________________________________________________
 HM0294* NAD 83(1986) POSITION- 37 32 40.     (N) 109 41 17.     (W)   SCALED
 HM0294* NAVD 88 ORTHO HEIGHT -  1713.853 (meters)     5622.87  (feet) ADJUSTED
 HM0294  ______________________________________________________________________
 HM0294  GEOID HEIGHT    -        -19.855 (meters)                     GEOID18
 HM0294  DYNAMIC HEIGHT  -       1711.909 (meters)     5616.49  (feet) COMP
 HM0294  MODELED GRAVITY -    979,434.6   (mgal)                       NAVD 88
 HM0294
 HM0294  VERT ORDER      -  FIRST     CLASS II
 HM0294
 HM0294.The horizontal coordinates were scaled from a map and have
 HM0294.an estimated accuracy of +/- 6 seconds.
 HM0294
 HM0294.The orthometric height was determined by differential leveling and
 HM0294.adjusted by the NATIONAL GEODETIC SURVEY
 HM0294.in June 1991.
 HM0294
 HM0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0294.GEOID18 height accuracy estimate available here.
 HM0294
 HM0294.Click photographs - Photos may exist for this station.
 HM0294
 HM0294.The dynamic height is computed by dividing the NAVD 88
 HM0294.geopotential number by the normal gravity value computed on the
 HM0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0294.degrees latitude (g = 980.6199 gals.).
 HM0294
 HM0294.The modeled gravity was interpolated from observed gravity values.
 HM0294
 HM0294;                    North         East    Units  Estimated Accuracy
 HM0294;SPC UT S     - 3,098,970.      660,110.      MT  (+/- 180 meters Scaled)
 HM0294
 HM0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG158560(NAD 83)
 HM0294
 HM0294                          SUPERSEDED SURVEY CONTROL
 HM0294
 HM0294  NGVD 29 (??/??/92) 1712.841  (m)         5619.55   (f) ADJ UNCH    1 2
 HM0294
 HM0294.Superseded values are not recommended for survey control.
 HM0294
 HM0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0294.See file dsdata.pdf to determine how the superseded data were derived.
 HM0294
 HM0294_MARKER: DB = BENCH MARK DISK
 HM0294_SETTING: 66 = SET IN ROCK OUTCROP
 HM0294_STAMPING: F 117 1958
 HM0294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0294+STABILITY: POSITION/ELEVATION WELL
 HM0294
 HM0294  HISTORY     - Date     Condition        Report By
 HM0294  HISTORY     - 1958     MONUMENTED       CGS
 HM0294  HISTORY     - 1959     GOOD             CGS
 HM0294  HISTORY     - 1979     GOOD             USGS
 HM0294  HISTORY     - 1979     GOOD             USGS
 HM0294
 HM0294                          STATION DESCRIPTION
 HM0294
 HM0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0294'20.05 MI SW FROM BLANDING.
 HM0294'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0294'BLANDING, THENCE 16.15 MILES WEST ALONG STATE HIGHWAY 95, 0.4 MILE
 HM0294'WEST OF A CATTLE GUARD, 0.45 MILE EAST OF THE CROSSING OF DOG TANKS
 HM0294'DRAW, AT THE CROSSING OF A SHALLOW NORTHWEST-SOUTHEAST WASH, IN THE
 HM0294'TOP OF THE WEST END OF A 9 X 25-FOOT SANDSTONE OUTCROP, 33 FEET NORTH
 HM0294'OF THE CENTER LINE OF THE HIGHWAY, 18 FEET NORTHEAST OF THE CENTER OF
 HM0294'THE WASH, 8 FEET EAST OF A WITNESS POST AND ABOUT 2 FEET HIGHER THAN
 HM0294'THE HIGHWAY.
 HM0294
 HM0294                          STATION RECOVERY (1979)
 HM0294
 HM0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0294'4.0 MILES SOUTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0294'BLANDING THENCE 6.35 MILES WEST ALONG STATE HIGHWAY 95 TO A ROAD JCT.
 HM0294'NORTH, THENCE 1.0 MI. NORTH TO A Y-RD WEST, THENCE 8.8 MI WEST ALONG
 HM0294'DIRT ROAD (OLD 95), 0.4 MI WEST OF A GATE, 0.45 EAST OF THE CROSSING
 HM0294'OF DOG TANKS DRAW, AT THE CROSSING OF A SHOLLOW NORTHWEST-SOUTHWEST
 HM0294'WASH, 500 FT SOUTH OF THE ROAD, IN THE TOP OF WEST END OF A 9 X 35
 HM0294'FOOT SANDSTONE OUTCROP, 33 FT. NORTH OF AN OLD ROAD SCAR, 18 FT
 HM0294'NORTHEAST OF THE CENTER OF THE WASH, 8 FT EAST OF A WIT- NESS POST
 HM0294'AND 2 FEET HIGHER THAN THE OLD ROAD SCAR.
 HM0294
 HM0294                          STATION RECOVERY (1979)
 HM0294
 HM0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0294'4.0 MILES SOUTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0294'BLANDING THENCE 6.35 MILES WEST ALONG STATE HIGHWAY 95 TO A ROAD JCT.
 HM0294'NORTH, THENCE 1.0 MI. NORTH TO A Y-RD WEST, THENCE 8.8 MI WEST ALONG
 HM0294'DIRT ROAD (OLD 95), 0.4 MI WEST OF A GATE, 0.45 EAST OF THE CROSSING
 HM0294'OF DOG TANKS DRAW, AT THE CROSSING OF A SHOLLOW NORTHWEST-SOUTHWEST
 HM0294'WASH, 500 FT SOUTH OF THE ROAD, IN THE TOP OF WEST END OF A 9 X 35
 HM0294'FOOT SANDSTONE OUTCROP, 33 FT. NORTH OF AN OLD ROAD SCAR, 18 FT
 HM0294'NORTHEAST OF THE CENTER OF THE WASH, 8 FT EAST OF A WIT- NESS POST
 HM0294'AND 2 FEET HIGHER THAN THE OLD ROAD SCAR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0149 ***********************************************************************
 JN0149  DESIGNATION -  F 12
 JN0149  PID         -  JN0149
 JN0149  STATE/COUNTY-  UT/WAYNE
 JN0149  COUNTRY     -  US
 JN0149  USGS QUAD   -  CAINEVILLE (2017)
 JN0149
 JN0149                         *CURRENT SURVEY CONTROL
 JN0149  ______________________________________________________________________
 JN0149* NAD 83(1986) POSITION- 38 17 24.     (N) 111 02 05.     (W)   SCALED
 JN0149* NAVD 88 ORTHO HEIGHT -  1429.011 (meters)     4688.35  (feet) POSTED
 JN0149  ______________________________________________________________________
 JN0149  GEOID HEIGHT    -        -19.752 (meters)                     GEOID18
 JN0149  DYNAMIC HEIGHT  -       1427.52  (meters)     4683.5   (feet) COMP
 JN0149  MODELED GRAVITY -    979,534.1   (mgal)                       NAVD 88
 JN0149
 JN0149  VERT ORDER      -  * POSTED, SEE BELOW
 JN0149
 JN0149.The horizontal coordinates were scaled from a map and have
 JN0149.an estimated accuracy of +/- 6 seconds.
 JN0149
 JN0149.The orthometric height was determined by differential leveling
 JN0149.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JN0149
 JN0149.* This is a POSTED BENCH MARK height.
 JN0149
 JN0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0149.GEOID18 height accuracy estimate available here.
 JN0149
 JN0149.Click photographs - Photos may exist for this station.
 JN0149
 JN0149.The dynamic height is computed by dividing the NAVD 88
 JN0149.geopotential number by the normal gravity value computed on the
 JN0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0149.degrees latitude (g = 980.6199 gals.).
 JN0149
 JN0149.The modeled gravity was interpolated from observed gravity values.
 JN0149
 JN0149;                    North         East    Units  Estimated Accuracy
 JN0149;SPC UT S     - 3,180,270.      540,700.      MT  (+/- 180 meters Scaled)
 JN0149
 JN0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH969379(NAD 83)
 JN0149
 JN0149                          SUPERSEDED SURVEY CONTROL
 JN0149
 JN0149  NGVD 29 (??/??/92) 1427.930  (m)         4684.80   (f) ADJ UNCH    1 2
 JN0149
 JN0149.Superseded values are not recommended for survey control.
 JN0149
 JN0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0149.See file dsdata.pdf to determine how the superseded data were derived.
 JN0149
 JN0149_MARKER: DB = BENCH MARK DISK
 JN0149_SETTING: 80 = SET IN A BOULDER
 JN0149_STAMPING: ELEV 4684.800 FT F 12 1921
 JN0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0149+STABILITY: SURFACE MOTION
 JN0149
 JN0149  HISTORY     - Date     Condition        Report By
 JN0149  HISTORY     - 1921     MONUMENTED       CGS
 JN0149  HISTORY     - 1934     POOR             CGS
 JN0149
 JN0149                          STATION DESCRIPTION
 JN0149
 JN0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0149'3.75 MI S FROM CAINEVILLE.
 JN0149'3-3/4 MILES SOUTH OF CAINEVILLE, WAYNE COUNTY, 1/4 MILE SOUTH OF THE
 JN0149'JUNCTION OF SAND CREEK AND FREMONT RIVER, IN BLUE VALLEY, 15 FEET
 JN0149'NORTH OF AN IRRIGATION-DITCH INTAKE ON THE EAST SIDE OF THE LEDGE EAST
 JN0149'OF SAND CREEK, IN THE EAST FACE OF A BOULDER, AND ABOUT 4 FEET ABOVE A
 JN0149'CAIRN AT THE FOOT OF THE BOULDER.  A STANDARD DISK, STAMPED ELEV
 JN0149'4684.800 FT F 12 1921 AND SET VERTICALLY.  NOTE-- DISK IS LOOSE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0270 ***********************************************************************
 HO0270  DESIGNATION -  F 123
 HO0270  PID         -  HO0270
 HO0270  STATE/COUNTY-  UT/WASHINGTON
 HO0270  COUNTRY     -  US
 HO0270  USGS QUAD   -  WASHINGTON (2017)
 HO0270
 HO0270                         *CURRENT SURVEY CONTROL
 HO0270  ______________________________________________________________________
 HO0270* NAD 83(1986) POSITION- 37 13 47.     (N) 113 36 51.     (W)   SCALED
 HO0270* NAVD 88 ORTHO HEIGHT -  1450.353 (meters)     4758.37  (feet) ADJUSTED
 HO0270  ______________________________________________________________________
 HO0270  GEOID HEIGHT    -        -24.074 (meters)                     GEOID18
 HO0270  DYNAMIC HEIGHT  -       1448.757 (meters)     4753.13  (feet) COMP
 HO0270  MODELED GRAVITY -    979,479.3   (mgal)                       NAVD 88
 HO0270
 HO0270  VERT ORDER      -  SECOND    CLASS 0
 HO0270
 HO0270.The horizontal coordinates were scaled from a map and have
 HO0270.an estimated accuracy of +/- 6 seconds.
 HO0270
 HO0270.The orthometric height was determined by differential leveling and
 HO0270.adjusted by the NATIONAL GEODETIC SURVEY
 HO0270.in June 1991.
 HO0270
 HO0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0270.GEOID18 height accuracy estimate available here.
 HO0270
 HO0270.Click photographs - Photos may exist for this station.
 HO0270
 HO0270.The dynamic height is computed by dividing the NAVD 88
 HO0270.geopotential number by the normal gravity value computed on the
 HO0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0270.degrees latitude (g = 980.6199 gals.).
 HO0270
 HO0270.The modeled gravity was interpolated from observed gravity values.
 HO0270
 HO0270;                    North         East    Units  Estimated Accuracy
 HO0270;SPC UT S     - 3,064,610.      312,400.      MT  (+/- 180 meters Scaled)
 HO0270
 HO0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG680235(NAD 83)
 HO0270
 HO0270                          SUPERSEDED SURVEY CONTROL
 HO0270
 HO0270  NGVD 29 (??/??/92) 1449.395  (m)         4755.22   (f) ADJ UNCH    2 0
 HO0270
 HO0270.Superseded values are not recommended for survey control.
 HO0270
 HO0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0270.See file dsdata.pdf to determine how the superseded data were derived.
 HO0270
 HO0270_MARKER: DB = BENCH MARK DISK
 HO0270_SETTING: 66 = SET IN ROCK OUTCROP
 HO0270_STAMPING: F 123 1934
 HO0270_MARK LOGO: CGS
 HO0270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0270+STABILITY: POSITION/ELEVATION WELL
 HO0270
 HO0270  HISTORY     - Date     Condition        Report By
 HO0270  HISTORY     - 1934     MONUMENTED       CGS
 HO0270  HISTORY     - 1979     GOOD             USGS
 HO0270
 HO0270                          STATION DESCRIPTION
 HO0270
 HO0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0270'1.7 MI NE FROM ST GEORGE.
 HO0270'1.7 MILES NORTHEAST ALONG U. S. HIGHWAY 91 FROM THE COURTHOUSE AT ST
 HO0270'GEORGE, WASHINGTON COUNTY, THENCE 10.5 MILES NORTH ALONG THE 1934
 HO0270'ROUTE OF STATE HIGHWAY 18.  AT THE SUMMIT OF A HILL, 0.15 MILE
 HO0270'SOUTHWEST OF A STONE AND WOOD CULVERT, 0.1 MILE WEST OF A SMALL
 HO0270'CANYON, 35 FEET SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY, AND IN THE
 HO0270'TOP OF A LAVA ROCK OUTCROP.  A STANDARD DISK, STAMPED F 123 1934.
 HO0270
 HO0270                          STATION RECOVERY (1979)
 HO0270
 HO0270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HO0270'1 BLOCK NORTH ALONG 100 EAST ST. FROM THE POST OFFICE AT ST. GEORGE
 HO0270'UTAH, THENCE 0.6 MILES WEST ALONG ST. GEORGE BLVD., THENCE 1.0 MILES
 HO0270'NORTH ALONG BLUFF STREET, THENCE 9.0 MILES NORTH ALONG STATE HIGHWAY
 HO0270'18, THENCE 0.4 MILES EAST ALONG GRADED ROAD, THENCE2.1 MILES S.E.
 HO0270'ALONG 1934 ROUTE OF HIGHWAY 18 TO SUMMIT OF HILL. 0.15 MILES
 HO0270'SOUTHWEST OF CULVERT 0.1 MILES WEST OF SMALL CANYON, 35 FT. SOUTH OF
 HO0270'CENTER LINE ROAD AND IN TOP OF ROCK OUTCROP A STANDARD DISK STAMPED F
 HO0270'123 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0322 ***********************************************************************
 HO0322  DESIGNATION -  F 124
 HO0322  PID         -  HO0322
 HO0322  STATE/COUNTY-  UT/IRON
 HO0322  COUNTRY     -  US
 HO0322  USGS QUAD   -  BERYL JUNCTION (2017)
 HO0322
 HO0322                         *CURRENT SURVEY CONTROL
 HO0322  ______________________________________________________________________
 HO0322* NAD 83(1986) POSITION- 37 43 19.3    (N) 113 42 44.2    (W)   HD_HELD2
 HO0322* NAVD 88 ORTHO HEIGHT -  1583.733 (meters)     5195.96  (feet) ADJUSTED
 HO0322  ______________________________________________________________________
 HO0322  GEOID HEIGHT    -        -23.111 (meters)                     GEOID18
 HO0322  DYNAMIC HEIGHT  -       1581.969 (meters)     5190.18  (feet) COMP
 HO0322  MODELED GRAVITY -    979,460.9   (mgal)                       NAVD 88
 HO0322
 HO0322  VERT ORDER      -  SECOND    CLASS 0
 HO0322
 HO0322.The horizontal coordinates were established by autonomous hand held GPS
 HO0322.observations and have an estimated accuracy of +/- 10 meters.
 HO0322
 HO0322.The orthometric height was determined by differential leveling and
 HO0322.adjusted by the NATIONAL GEODETIC SURVEY
 HO0322.in June 1991.
 HO0322
 HO0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0322.GEOID18 height accuracy estimate available here.
 HO0322
 HO0322.Click photographs - Photos may exist for this station.
 HO0322
 HO0322.The dynamic height is computed by dividing the NAVD 88
 HO0322.geopotential number by the normal gravity value computed on the
 HO0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0322.degrees latitude (g = 980.6199 gals.).
 HO0322
 HO0322.The modeled gravity was interpolated from observed gravity values.
 HO0322
 HO0322;                    North         East    Units  Estimated Accuracy
 HO0322;SPC UT S     - 3,119,434.      304,987.      MT  (+/- 10 meters HH2 GPS)
 HO0322
 HO0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG6095078437(NAD 83)
 HO0322
 HO0322                          SUPERSEDED SURVEY CONTROL
 HO0322
 HO0322  NGVD 29 (??/??/92) 1582.645  (m)         5192.39   (f) ADJ UNCH    2 0
 HO0322
 HO0322.Superseded values are not recommended for survey control.
 HO0322
 HO0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0322.See file dsdata.pdf to determine how the superseded data were derived.
 HO0322
 HO0322_MARKER: DB = BENCH MARK DISK
 HO0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0322_STAMPING: F 124 1934
 HO0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0322+STABILITY: SURFACE MOTION
 HO0322
 HO0322  HISTORY     - Date     Condition        Report By
 HO0322  HISTORY     - 1934     MONUMENTED       CGS
 HO0322
 HO0322                          STATION DESCRIPTION
 HO0322
 HO0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0322'10.6 MI N FROM ENTERPRISE.
 HO0322'IN IRON COUNTY, 10.6 MILES NORTH ALONG THE 1934 ROUTE OF STATE HIGHWAY
 HO0322'18 FROM ENTERPRISE, WASHINGTON COUNTY, NEAR THE EAST END OF AN
 HO0322'EAST-AND-WEST TANGENT, 50 FEET NORTH OF A FENCE CORNER, 30 FEET WEST
 HO0322'OF A MAILBOX IN THE CENTER OF AN OLD ROAD LEADING NORTHEAST, AND 21
 HO0322'FEET NORTH OF THE CENTERLINE OF THE OLD HIGHWAY.  A STANDARD DISK,
 HO0322'STAMPED F 124 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0437 ***********************************************************************
 MR0437  DESIGNATION -  F 125
 MR0437  PID         -  MR0437
 MR0437  STATE/COUNTY-  UT/CACHE
 MR0437  COUNTRY     -  US
 MR0437  USGS QUAD   -  MOUNT PISGAH (2017)
 MR0437
 MR0437                         *CURRENT SURVEY CONTROL
 MR0437  ______________________________________________________________________
 MR0437* NAD 83(1986) POSITION- 41 34 29.     (N) 111 56 56.     (W)   SCALED
 MR0437* NAVD 88 ORTHO HEIGHT -  1708.685 (meters)     5605.91  (feet) ADJUSTED
 MR0437  ______________________________________________________________________
 MR0437  GEOID HEIGHT    -        -15.663 (meters)                     GEOID18
 MR0437  DYNAMIC HEIGHT  -       1707.389 (meters)     5601.66  (feet) COMP
 MR0437  MODELED GRAVITY -    979,803.6   (mgal)                       NAVD 88
 MR0437
 MR0437  VERT ORDER      -  SECOND    CLASS 0
 MR0437
 MR0437.The horizontal coordinates were scaled from a map and have
 MR0437.an estimated accuracy of +/- 6 seconds.
 MR0437
 MR0437.The orthometric height was determined by differential leveling and
 MR0437.adjusted by the NATIONAL GEODETIC SURVEY
 MR0437.in June 1991.
 MR0437
 MR0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0437.GEOID18 height accuracy estimate available here.
 MR0437
 MR0437.Click photographs - Photos may exist for this station.
 MR0437
 MR0437.The dynamic height is computed by dividing the NAVD 88
 MR0437.geopotential number by the normal gravity value computed on the
 MR0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0437.degrees latitude (g = 980.6199 gals.).
 MR0437
 MR0437.The modeled gravity was interpolated from observed gravity values.
 MR0437
 MR0437;                    North         East    Units  Estimated Accuracy
 MR0437;SPC UT N     - 1,137,960.      462,560.      MT  (+/- 180 meters Scaled)
 MR0437
 MR0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM208029(NAD 83)
 MR0437
 MR0437                          SUPERSEDED SURVEY CONTROL
 MR0437
 MR0437  NGVD 29 (??/??/92) 1707.622  (m)         5602.42   (f) ADJ UNCH    2 0
 MR0437
 MR0437.Superseded values are not recommended for survey control.
 MR0437
 MR0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0437.See file dsdata.pdf to determine how the superseded data were derived.
 MR0437
 MR0437_MARKER: DB = BENCH MARK DISK
 MR0437_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MR0437_SP_SET: CULVERT HEADWALL
 MR0437_STAMPING: F 125 1934
 MR0437_MARK LOGO: CGS
 MR0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0437+STABILITY: SURFACE MOTION
 MR0437
 MR0437  HISTORY     - Date     Condition        Report By
 MR0437  HISTORY     - 1934     MONUMENTED       CGS
 MR0437
 MR0437                          STATION DESCRIPTION
 MR0437
 MR0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0437'6.1 MI N FROM MANTUA.
 MR0437'IN CACHE COUNTY, ABOUT 6.1 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE
 MR0437'SCHOOL AT MANTUA, BOX ELDER COUNTY, AT THE OUTSIDE OF A SHARP CURVE,
 MR0437'30 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING SOUTHWEST, 32 FEET
 MR0437'WEST OF THE CENTER LINE OF THE HIGHWAY, 45 FEET EAST OF A FENCE, AT A
 MR0437'HIGHWAY CULVERT, IN THE TOP OF THE WEST HEAD WALL, 9 FEET WEST OF THE
 MR0437'GUARD RAIL, AND ABOUT 5 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 MR0437'STAMPED F 125 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0244 ***********************************************************************
 MR0244  DESIGNATION -  F 126
 MR0244  PID         -  MR0244
 MR0244  STATE/COUNTY-  UT/CACHE
 MR0244  COUNTRY     -  US
 MR0244  USGS QUAD   -  GARDEN CITY (2017)
 MR0244
 MR0244                         *CURRENT SURVEY CONTROL
 MR0244  ______________________________________________________________________
 MR0244* NAD 83(1986) POSITION- 41 57 07.     (N) 111 29 09.     (W)   SCALED
 MR0244* NAVD 88 ORTHO HEIGHT -  2289.324 (meters)     7510.89  (feet) ADJUSTED
 MR0244  ______________________________________________________________________
 MR0244  GEOID HEIGHT    -        -14.031 (meters)                     GEOID18
 MR0244  DYNAMIC HEIGHT  -       2287.369 (meters)     7504.48  (feet) COMP
 MR0244  MODELED GRAVITY -    979,685.2   (mgal)                       NAVD 88
 MR0244
 MR0244  VERT ORDER      -  SECOND    CLASS 0
 MR0244
 MR0244.The horizontal coordinates were scaled from a map and have
 MR0244.an estimated accuracy of +/- 6 seconds.
 MR0244
 MR0244.The orthometric height was determined by differential leveling and
 MR0244.adjusted by the NATIONAL GEODETIC SURVEY
 MR0244.in June 1991.
 MR0244
 MR0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0244.GEOID18 height accuracy estimate available here.
 MR0244
 MR0244.Click photographs - Photos may exist for this station.
 MR0244
 MR0244.The dynamic height is computed by dividing the NAVD 88
 MR0244.geopotential number by the normal gravity value computed on the
 MR0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0244.degrees latitude (g = 980.6199 gals.).
 MR0244
 MR0244.The modeled gravity was interpolated from observed gravity values.
 MR0244
 MR0244;                    North         East    Units  Estimated Accuracy
 MR0244;SPC UT N     - 1,179,760.      501,180.      MT  (+/- 180 meters Scaled)
 MR0244
 MR0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM597445(NAD 83)
 MR0244
 MR0244                          SUPERSEDED SURVEY CONTROL
 MR0244
 MR0244  NGVD 29 (??/??/92) 2288.005  (m)         7506.56   (f) ADJ UNCH    2 0
 MR0244
 MR0244.Superseded values are not recommended for survey control.
 MR0244
 MR0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0244.See file dsdata.pdf to determine how the superseded data were derived.
 MR0244
 MR0244_MARKER: DB = BENCH MARK DISK
 MR0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0244_STAMPING: F 126 1934
 MR0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0244+STABILITY: SURFACE MOTION
 MR0244
 MR0244  HISTORY     - Date     Condition        Report By
 MR0244  HISTORY     - 1934     MONUMENTED       CGS
 MR0244  HISTORY     - 1968     MARK NOT FOUND   USGS
 MR0244
 MR0244                          STATION DESCRIPTION
 MR0244
 MR0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0244'31.1 MI NE FROM LOGAN.
 MR0244'ABOUT 31.1 MILES NORTHEAST ALONG U.S. HIGHWAY 89 FROM THE JUNIOR HIGH
 MR0244'SCHOOL AT LOGAN, CACHE COUNTY, ABOUT 260 FEET SOUTHEAST OF THE CENTER
 MR0244'LINE OF THE GATEWAY TO A CIRCULAR CORRAL, ABOUT 150 FEET EAST OF THE
 MR0244'SOUTHEAST END OF A WOODEN BRIDGE, AND ABOUT 70 FEET NORTHEAST OF THE
 MR0244'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 126 1934 AND
 MR0244'SET IN THE TOP OF A CONCRETE POST.
 MR0244
 MR0244                          STATION RECOVERY (1968)
 MR0244
 MR0244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MR0244'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0266 ***********************************************************************
 JM0266  DESIGNATION -  F 127
 JM0266  PID         -  JM0266
 JM0266  STATE/COUNTY-  UT/SAN JUAN
 JM0266  COUNTRY     -  US
 JM0266  USGS QUAD   -  LA SAL WEST (2017)
 JM0266
 JM0266                         *CURRENT SURVEY CONTROL
 JM0266  ______________________________________________________________________
 JM0266* NAD 83(1986) POSITION- 38 18 49.     (N) 109 18 15.     (W)   SCALED
 JM0266* NAVD 88 ORTHO HEIGHT -  2005.033 (meters)     6578.18  (feet) ADJUSTED
 JM0266  ______________________________________________________________________
 JM0266  GEOID HEIGHT    -        -18.658 (meters)                     GEOID18
 JM0266  DYNAMIC HEIGHT  -       2002.740 (meters)     6570.66  (feet) COMP
 JM0266  MODELED GRAVITY -    979,413.6   (mgal)                       NAVD 88
 JM0266
 JM0266  VERT ORDER      -  SECOND    CLASS 0
 JM0266
 JM0266.The horizontal coordinates were scaled from a map and have
 JM0266.an estimated accuracy of +/- 6 seconds.
 JM0266
 JM0266.The orthometric height was determined by differential leveling and
 JM0266.adjusted by the NATIONAL GEODETIC SURVEY
 JM0266.in June 1991.
 JM0266
 JM0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0266.GEOID18 height accuracy estimate available here.
 JM0266
 JM0266.Click photographs - Photos may exist for this station.
 JM0266
 JM0266.The dynamic height is computed by dividing the NAVD 88
 JM0266.geopotential number by the normal gravity value computed on the
 JM0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0266.degrees latitude (g = 980.6199 gals.).
 JM0266
 JM0266.The modeled gravity was interpolated from observed gravity values.
 JM0266
 JM0266;                    North         East    Units  Estimated Accuracy
 JM0266;SPC UT S     - 3,185,040.      692,020.      MT  (+/- 180 meters Scaled)
 JM0266
 JM0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH482419(NAD 83)
 JM0266
 JM0266                          SUPERSEDED SURVEY CONTROL
 JM0266
 JM0266  NGVD 29 (??/??/92) 2003.905  (m)         6574.48   (f) ADJ UNCH    2 0
 JM0266
 JM0266.Superseded values are not recommended for survey control.
 JM0266
 JM0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0266.See file dsdata.pdf to determine how the superseded data were derived.
 JM0266
 JM0266_MARKER: DB = BENCH MARK DISK
 JM0266_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JM0266_STAMPING: F 127 1934
 JM0266_MARK LOGO: CGS
 JM0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0266
 JM0266  HISTORY     - Date     Condition        Report By
 JM0266  HISTORY     - 1934     MONUMENTED       CGS
 JM0266  HISTORY     - 1982     GOOD             USGS
 JM0266
 JM0266                          STATION DESCRIPTION
 JM0266
 JM0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0266'3.1 MI W FROM LA SAL.
 JM0266'3.1 MILES WEST ALONG STATE HIGHWAY 46 FROM THE POST OFFICE AT LA SAL,
 JM0266'SAN JUAN COUNTY, 0.2 MILE SOUTH OF AN ABANDONED FRAME FARMHOUSE, 330
 JM0266'FEET EAST OF A WOODEN BRIDGE OVER A WASH, 75 FEET SOUTH OF THE
 JM0266'CENTERLINE OF THE HIGHWAY, AND 45 FEET SOUTHEAST OF A TELEPHONE POLE.
 JM0266'A STANDARD DISK, STAMPED F 127 1934 AND SET IN THE TOP OF A CONCRETE
 JM0266'POST.
 JM0266
 JM0266                          STATION RECOVERY (1982)
 JM0266
 JM0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0266'LA SAL UTAH 2.95 MILES WEST ALONG STATE HIGHWAY 46 FROM THE POST
 JM0266'OFFICE AT LA SAL UTAH. AND 64 FEET SOUTH OF THE CENTERLINE OF
 JM0266'HIGHWAY. SET IN A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0337 ***********************************************************************
 HN0337  DESIGNATION -  F 13
 HN0337  PID         -  HN0337
 HN0337  STATE/COUNTY-  UT/KANE
 HN0337  COUNTRY     -  US
 HN0337  USGS QUAD   -  HALL MESA (2017)
 HN0337
 HN0337                         *CURRENT SURVEY CONTROL
 HN0337  ______________________________________________________________________
 HN0337* NAD 83(1986) POSITION- 37 31 10.     (N) 110 48 51.     (W)   SCALED
 HN0337* NAVD 88 ORTHO HEIGHT -  1111.817 (meters)     3647.69  (feet) ADJUSTED
 HN0337  ______________________________________________________________________
 HN0337  GEOID HEIGHT    -        -22.289 (meters)                     GEOID18
 HN0337  DYNAMIC HEIGHT  -       1110.558 (meters)     3643.56  (feet) COMP
 HN0337  MODELED GRAVITY -    979,462.6   (mgal)                       NAVD 88
 HN0337
 HN0337  VERT ORDER      -  FIRST     CLASS II
 HN0337
 HN0337.The horizontal coordinates were scaled from a map and have
 HN0337.an estimated accuracy of +/- 6 seconds.
 HN0337
 HN0337.The orthometric height was determined by differential leveling and
 HN0337.adjusted by the NATIONAL GEODETIC SURVEY
 HN0337.in June 1991.
 HN0337
 HN0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0337.GEOID18 height accuracy estimate available here.
 HN0337
 HN0337.Click photographs - Photos may exist for this station.
 HN0337
 HN0337.The dynamic height is computed by dividing the NAVD 88
 HN0337.geopotential number by the normal gravity value computed on the
 HN0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0337.degrees latitude (g = 980.6199 gals.).
 HN0337
 HN0337.The modeled gravity was interpolated from observed gravity values.
 HN0337
 HN0337;                    North         East    Units  Estimated Accuracy
 HN0337;SPC UT S     - 3,094,870.      560,630.      MT  (+/- 180 meters Scaled)
 HN0337
 HN0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG164525(NAD 83)
 HN0337
 HN0337                          SUPERSEDED SURVEY CONTROL
 HN0337
 HN0337  NGVD 29 (??/??/92) 1110.755  (m)         3644.20   (f) ADJ UNCH    1 2
 HN0337
 HN0337.Superseded values are not recommended for survey control.
 HN0337
 HN0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0337.See file dsdata.pdf to determine how the superseded data were derived.
 HN0337
 HN0337_MARKER: DB = BENCH MARK DISK
 HN0337_SETTING: 66 = SET IN ROCK OUTCROP
 HN0337_STAMPING: F 13 1921
 HN0337_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0337+STABILITY: POSITION/ELEVATION WELL
 HN0337
 HN0337  HISTORY     - Date     Condition        Report By
 HN0337  HISTORY     - 1921     MONUMENTED       CGS
 HN0337  HISTORY     - 1962     GOOD             CGS
 HN0337
 HN0337                          STATION DESCRIPTION
 HN0337
 HN0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0337'10.25 MI S FROM HALL DIVIDE.
 HN0337'ABOUT 7.6 MILES SOUTH-SOUTHEAST ALONG HALL CREEK FROM THE TOP OF HALL
 HN0337'DIVIDE.  THENCE 2.0 MILES SOUTH-SOUTHEAST ACROSS COUNTRY.  THENCE 0.65
 HN0337'MILE NORTHEAST ALONG A WASH, ON THE SOUTHEAST SIDE OF THE THIRD WASH
 HN0337'SOUTHEAST OF THE ABANDONED BAKER RANCH, 22 FEET SOUTHEAST OF A 46-INCH
 HN0337'COTTONWOOD TREE WITH LARGE OVERHANGING LIMBS, ABOUT 12 FEET ABOVE THE
 HN0337'BOTTOM OF THE WASH, AND SET IN THE TOP OF A SLOPING SANDSTONE BANK OF
 HN0337'THE WASH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0188 ***********************************************************************
 KN0188  DESIGNATION -  F 131
 KN0188  PID         -  KN0188
 KN0188  STATE/COUNTY-  UT/CARBON
 KN0188  COUNTRY     -  US
 KN0188  USGS QUAD   -  PINNACLE PEAK (2017)
 KN0188
 KN0188                         *CURRENT SURVEY CONTROL
 KN0188  ______________________________________________________________________
 KN0188* NAD 83(1986) POSITION- 39 37 19.     (N) 110 59 50.     (W)   SCALED
 KN0188* NAVD 88 ORTHO HEIGHT -  1988.117 (meters)     6522.68  (feet) ADJUSTED
 KN0188  ______________________________________________________________________
 KN0188  GEOID HEIGHT    -        -16.172 (meters)                     GEOID18
 KN0188  DYNAMIC HEIGHT  -       1986.049 (meters)     6515.90  (feet) COMP
 KN0188  MODELED GRAVITY -    979,515.5   (mgal)                       NAVD 88
 KN0188
 KN0188  VERT ORDER      -  SECOND    CLASS 0
 KN0188
 KN0188.The horizontal coordinates were scaled from a map and have
 KN0188.an estimated accuracy of +/- 6 seconds.
 KN0188
 KN0188.The orthometric height was determined by differential leveling and
 KN0188.adjusted by the NATIONAL GEODETIC SURVEY
 KN0188.in June 1991.
 KN0188
 KN0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0188.GEOID18 height accuracy estimate available here.
 KN0188
 KN0188.Click photographs - Photos may exist for this station.
 KN0188
 KN0188.The dynamic height is computed by dividing the NAVD 88
 KN0188.geopotential number by the normal gravity value computed on the
 KN0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0188.degrees latitude (g = 980.6199 gals.).
 KN0188
 KN0188.The modeled gravity was interpolated from observed gravity values.
 KN0188
 KN0188;                    North         East    Units  Estimated Accuracy
 KN0188;SPC UT C     - 2,143,180.      543,170.      MT  (+/- 180 meters Scaled)
 KN0188
 KN0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ002857(NAD 83)
 KN0188
 KN0188                          SUPERSEDED SURVEY CONTROL
 KN0188
 KN0188  NGVD 29 (??/??/92) 1986.935  (m)         6518.80   (f) ADJ UNCH    2 0
 KN0188
 KN0188.Superseded values are not recommended for survey control.
 KN0188
 KN0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0188.See file dsdata.pdf to determine how the superseded data were derived.
 KN0188
 KN0188_MARKER: DB = BENCH MARK DISK
 KN0188_SETTING: 66 = SET IN ROCK OUTCROP
 KN0188_STAMPING: F 131 1935
 KN0188_MARK LOGO: CGS
 KN0188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0188+STABILITY: POSITION/ELEVATION WELL
 KN0188
 KN0188  HISTORY     - Date     Condition        Report By
 KN0188  HISTORY     - 1935     MONUMENTED       CGS
 KN0188  HISTORY     - 1972     MARK NOT FOUND   USGS
 KN0188
 KN0188                          STATION DESCRIPTION
 KN0188
 KN0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0188'11.8 MI E FROM CLEAR CREEK.
 KN0188'ABOUT 11.8 MILES EAST ALONG A TRAIL LEADING TO OMANS RANCH FROM A
 KN0188'SCHOOL AT CLEAR CREEK, CARBON COUNTY, ABOUT 4.0 MILES EAST OF THE
 KN0188'OMANS RANCH, ABOUT 150 YARDS SOUTHWEST OF A LOG CABIN, ABOUT 30 YARDS
 KN0188'SOUTHWEST OF THE CROSSING OF A NORTHWEST-AND-SOUTHEAST DRAW, IN THE
 KN0188'TOP OF A ROCK OUTCROP SURROUNDED BY STONES, AND ABOUT 1 FOOT ABOVE
 KN0188'GROUND.  A STANDARD DISK, STAMPED F 131 1935.
 KN0188
 KN0188                          STATION RECOVERY (1972)
 KN0188
 KN0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KN0188'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0290 ***********************************************************************
 MR0290  DESIGNATION -  F 132
 MR0290  PID         -  MR0290
 MR0290  STATE/COUNTY-  UT/SUMMIT
 MR0290  COUNTRY     -  US
 MR0290  USGS QUAD   -  WAHSATCH (2017)
 MR0290
 MR0290                         *CURRENT SURVEY CONTROL
 MR0290  ______________________________________________________________________
 MR0290* NAD 83(1986) POSITION- 41 14 13.     (N) 111 04 45.     (W)   SCALED
 MR0290* NAVD 88 ORTHO HEIGHT -  2058.633 (meters)     6754.03  (feet) ADJUSTED
 MR0290  ______________________________________________________________________
 MR0290  GEOID HEIGHT    -        -15.315 (meters)                     GEOID18
 MR0290  DYNAMIC HEIGHT  -       2056.738 (meters)     6747.81  (feet) COMP
 MR0290  MODELED GRAVITY -    979,629.9   (mgal)                       NAVD 88
 MR0290
 MR0290  VERT ORDER      -  FIRST     CLASS II
 MR0290
 MR0290.The horizontal coordinates were scaled from a map and have
 MR0290.an estimated accuracy of +/- 6 seconds.
 MR0290
 MR0290.The orthometric height was determined by differential leveling and
 MR0290.adjusted by the NATIONAL GEODETIC SURVEY
 MR0290.in June 1991.
 MR0290
 MR0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0290.GEOID18 height accuracy estimate available here.
 MR0290
 MR0290.Click photographs - Photos may exist for this station.
 MR0290
 MR0290.The dynamic height is computed by dividing the NAVD 88
 MR0290.geopotential number by the normal gravity value computed on the
 MR0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0290.degrees latitude (g = 980.6199 gals.).
 MR0290
 MR0290.The modeled gravity was interpolated from observed gravity values.
 MR0290
 MR0290;                    North         East    Units  Estimated Accuracy
 MR0290;SPC UT N     - 1,100,430.      535,280.      MT  (+/- 180 meters Scaled)
 MR0290
 MR0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL933650(NAD 83)
 MR0290
 MR0290                          SUPERSEDED SURVEY CONTROL
 MR0290
 MR0290  NGVD 29 (??/??/92) 2057.026  (m)         6748.76   (f) SUPERSEDED  1 2
 MR0290  NGVD 29 (06/08/92) 2057.343  (m)         6749.80   (f) ADJUSTED    1 2
 MR0290
 MR0290.Superseded values are not recommended for survey control.
 MR0290
 MR0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0290.See file dsdata.pdf to determine how the superseded data were derived.
 MR0290
 MR0290_MARKER: DB = BENCH MARK DISK
 MR0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0290_SP_SET: CULVERT
 MR0290_STAMPING: F 132 1958
 MR0290_MARK LOGO: CGS
 MR0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0290
 MR0290  HISTORY     - Date     Condition        Report By
 MR0290  HISTORY     - 1958     MONUMENTED       CGS
 MR0290  HISTORY     - 1983     GOOD             NGS
 MR0290
 MR0290                          STATION DESCRIPTION
 MR0290
 MR0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0290'2.6 MI NE FROM WAHSATCH.
 MR0290'ABOUT 2.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0290'STATION AT WAHSATCH, ABOUT 0.05 MILE NORTHEAST OF MILEPOST 925, IN THE
 MR0290'TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL OF DOUBLE
 MR0290'CHANNEL CULVERT 924.95, 13 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND
 MR0290'ABOUT 6 FEET BELOW THE LEVEL OF THE TRACKS.
 MR0290
 MR0290                          STATION RECOVERY (1983)
 MR0290
 MR0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0290'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0358 ***********************************************************************
 MR0358  DESIGNATION -  F 135
 MR0358  PID         -  MR0358
 MR0358  STATE/COUNTY-  UT/MORGAN
 MR0358  COUNTRY     -  US
 MR0358  USGS QUAD   -  MORGAN (2017)
 MR0358
 MR0358                         *CURRENT SURVEY CONTROL
 MR0358  ______________________________________________________________________
 MR0358* NAD 83(1986) POSITION- 41 02 09.8    (N) 111 40 40.3    (W)   HD_HELD2
 MR0358* NAVD 88 ORTHO HEIGHT -  1544.559 (meters)     5067.44  (feet) ADJUSTED
 MR0358  ______________________________________________________________________
 MR0358  GEOID HEIGHT    -        -16.178 (meters)                     GEOID18
 MR0358  DYNAMIC HEIGHT  -       1543.267 (meters)     5063.20  (feet) COMP
 MR0358  MODELED GRAVITY -    979,734.1   (mgal)                       NAVD 88
 MR0358
 MR0358  VERT ORDER      -  FIRST     CLASS II
 MR0358
 MR0358.The horizontal coordinates were established by autonomous hand held GPS
 MR0358.observations and have an estimated accuracy of +/- 10 meters.
 MR0358
 MR0358.The orthometric height was determined by differential leveling and
 MR0358.adjusted by the NATIONAL GEODETIC SURVEY
 MR0358.in June 1991.
 MR0358
 MR0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0358.GEOID18 height accuracy estimate available here.
 MR0358
 MR0358.Click photographs - Photos may exist for this station.
 MR0358
 MR0358.The dynamic height is computed by dividing the NAVD 88
 MR0358.geopotential number by the normal gravity value computed on the
 MR0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0358.degrees latitude (g = 980.6199 gals.).
 MR0358
 MR0358.The modeled gravity was interpolated from observed gravity values.
 MR0358
 MR0358;                    North         East    Units  Estimated Accuracy
 MR0358;SPC UT N     - 1,078,052.      485,044.      MT  (+/- 10 meters HH2 GPS)
 MR0358
 MR0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL4302142980(NAD 83)
 MR0358
 MR0358                          SUPERSEDED SURVEY CONTROL
 MR0358
 MR0358  NGVD 29 (??/??/92) 1543.362  (m)         5063.51   (f) SUPERSEDED  1 2
 MR0358  NGVD 29 (06/08/92) 1543.449  (m)         5063.80   (f) ADJUSTED    1 2
 MR0358
 MR0358.Superseded values are not recommended for survey control.
 MR0358
 MR0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0358.See file dsdata.pdf to determine how the superseded data were derived.
 MR0358
 MR0358_MARKER: DB = BENCH MARK DISK
 MR0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0358_STAMPING: F 135 1958
 MR0358_MARK LOGO: CGS
 MR0358_PROJECTION: FLUSH
 MR0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0358+STABILITY: SURFACE MOTION
 MR0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0358+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2003
 MR0358
 MR0358  HISTORY     - Date     Condition        Report By
 MR0358  HISTORY     - 1958     MONUMENTED       CGS
 MR0358  HISTORY     - 1983     GOOD             NGS
 MR0358  HISTORY     - 20030815 GOOD             INDIV
 MR0358  HISTORY     - 20040818 MARK NOT FOUND   USPSQD
 MR0358  HISTORY     - 20101211 GOOD             GEOCAC
 MR0358  HISTORY     - 20150724 GOOD             INDIV
 MR0358
 MR0358                          STATION DESCRIPTION
 MR0358
 MR0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0358'0.75 MI S FROM MORGAN.
 MR0358'ABOUT 0.75 MILE SOUTH ALONG STATE HIGHWAY 219 FROM THE UNION PACIFIC
 MR0358'RAILWAY STATION AT MORGAN, AT THE COUNTY COURTHOUSE, 86 FEET SOUTHEAST
 MR0358'OF THE EAST CORNER OF THE COURTHOUSE, 94 FEET EAST OF THE EAST CORNER
 MR0358'OF THE BASE OF THE WAR MEMORIAL, 62 1/2 FEET SOUTHWEST OF A LONE
 MR0358'6-INCH SPRUCE TREE, 59 FEET NORTHWEST OF THE CENTER LINE OF YOUNG
 MR0358'STREET, 7 FEET NORTHWEST OF THE NEAR EDGE OF THE SIDEWALK, AND IN THE
 MR0358'TOP OF A CONCRETE POST FLUSH WITH THE LAWN.
 MR0358
 MR0358                          STATION RECOVERY (1983)
 MR0358
 MR0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0358'RECOVERED IN GOOD CONDITION.
 MR0358
 MR0358                          STATION RECOVERY (2003)
 MR0358
 MR0358'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RW)
 MR0358'RECOVERED IN GOOD CONDITION.
 MR0358
 MR0358                          STATION RECOVERY (2004)
 MR0358
 MR0358'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM)
 MR0358'NEW COUNTY/CITY BUILDINGS ON THIS SITE REPLACING OLD COUNTY
 MR0358'COURTHOUSE. NEW WAR MEMORIAL DEDICATED IN 2001. EVIDENCE OF STREET
 MR0358'WIDENING AND NEW SIDEWALKS.
 MR0358
 MR0358                          STATION RECOVERY (2010)
 MR0358
 MR0358'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 MR0358'MARK IS STILL 62.5 FT FROM THE NOW 24 IN DBH SPRUCE TREE AND SEVEN FT
 MR0358'FROM A MARK ON THE EDGE OF THE SIDEWALK.  IT IS NOW ABOUT SEVENTY FEET
 MR0358'FROM THE CENTER OF THE WAR MEMORIAL AND SEVEN INCHES SOUTHWEST OF AND
 MR0358'0.20 FT BELOW A CURVED IMITATION FLAGSTONE SIDEWALK LEADING TO THE
 MR0358'MEMORIAL.
 MR0358
 MR0358                          STATION RECOVERY (2015)
 MR0358
 MR0358'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (JEC)
 MR0358'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0323 ***********************************************************************
 MR0323  DESIGNATION -  F 136
 MR0323  PID         -  MR0323
 MR0323  STATE/COUNTY-  UT/SUMMIT
 MR0323  COUNTRY     -  US
 MR0323  USGS QUAD   -  HENEFER (2017)
 MR0323
 MR0323                         *CURRENT SURVEY CONTROL
 MR0323  ______________________________________________________________________
 MR0323* NAD 83(1986) POSITION- 41 00 36.     (N) 111 22 41.     (W)   SCALED
 MR0323* NAVD 88 ORTHO HEIGHT -  1747.185 (meters)     5732.22  (feet) ADJUSTED
 MR0323  ______________________________________________________________________
 MR0323  GEOID HEIGHT    -        -15.862 (meters)                     GEOID18
 MR0323  DYNAMIC HEIGHT  -       1745.623 (meters)     5727.10  (feet) COMP
 MR0323  MODELED GRAVITY -    979,669.3   (mgal)                       NAVD 88
 MR0323
 MR0323  VERT ORDER      -  FIRST     CLASS II
 MR0323
 MR0323.The horizontal coordinates were scaled from a map and have
 MR0323.an estimated accuracy of +/- 6 seconds.
 MR0323
 MR0323.The orthometric height was determined by differential leveling and
 MR0323.adjusted by the NATIONAL GEODETIC SURVEY
 MR0323.in June 1991.
 MR0323
 MR0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0323.GEOID18 height accuracy estimate available here.
 MR0323
 MR0323.Click photographs - Photos may exist for this station.
 MR0323
 MR0323.The dynamic height is computed by dividing the NAVD 88
 MR0323.geopotential number by the normal gravity value computed on the
 MR0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0323.degrees latitude (g = 980.6199 gals.).
 MR0323
 MR0323.The modeled gravity was interpolated from observed gravity values.
 MR0323
 MR0323;                    North         East    Units  Estimated Accuracy
 MR0323;SPC UT N     - 1,075,150.      510,260.      MT  (+/- 180 meters Scaled)
 MR0323
 MR0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL682399(NAD 83)
 MR0323
 MR0323                          SUPERSEDED SURVEY CONTROL
 MR0323
 MR0323  NGVD 29 (??/??/92) 1745.859  (m)         5727.87   (f) SUPERSEDED  1 2
 MR0323  NGVD 29 (06/08/92) 1745.976  (m)         5728.26   (f) ADJUSTED    1 2
 MR0323
 MR0323.Superseded values are not recommended for survey control.
 MR0323
 MR0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0323.See file dsdata.pdf to determine how the superseded data were derived.
 MR0323
 MR0323_MARKER: DB = BENCH MARK DISK
 MR0323_SETTING: 66 = SET IN ROCK OUTCROP
 MR0323_STAMPING: F 136 1958
 MR0323_MARK LOGO: CGS
 MR0323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0323+STABILITY: POSITION/ELEVATION WELL
 MR0323
 MR0323  HISTORY     - Date     Condition        Report By
 MR0323  HISTORY     - 1958     MONUMENTED       CGS
 MR0323  HISTORY     - 1983     GOOD             NGS
 MR0323
 MR0323                          STATION DESCRIPTION
 MR0323
 MR0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0323'4.6 MI NE FROM ECHO.
 MR0323'ABOUT 4.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0323'STATION AT ECHO, 4 TELEPHONE POLES SOUTHWEST OF MILE POST 948, IN THE
 MR0323'TOP OF A LARGE SLOPING ROCK OUTCROP, AT THE NORTHEAST SIDE AND AT THE
 MR0323'MOUTH OF A LARGE BOX CANYON LEADING NORTHWEST, 362 FEET NORTHEAST OF
 MR0323'THE NEAR END OF A HIGHWAY BRIDGE, 81 FEET NORTHWEST OF THE NEAR RAIL,
 MR0323'39 FEET NORTHWEST OF THE CENTER LINE OF U. S. HIGHWAY 30S, AND ABOUT 6
 MR0323'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 MR0323
 MR0323                          STATION RECOVERY (1983)
 MR0323
 MR0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0323'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0079 ***********************************************************************
 HO0079  DESIGNATION -  F 137
 HO0079  PID         -  HO0079
 HO0079  STATE/COUNTY-  UT/KANE
 HO0079  COUNTRY     -  US
 HO0079  USGS QUAD   -  THOMPSON POINT (2017)
 HO0079
 HO0079                         *CURRENT SURVEY CONTROL
 HO0079  ______________________________________________________________________
 HO0079* NAD 83(1986) POSITION- 37 01 18.3    (N) 112 27 07.0    (W)   HD_HELD2
 HO0079* NAVD 88 ORTHO HEIGHT -  1547.408 (meters)     5076.79  (feet) ADJUSTED
 HO0079  ______________________________________________________________________
 HO0079  GEOID HEIGHT    -        -22.125 (meters)                     GEOID18
 HO0079  DYNAMIC HEIGHT  -       1545.628 (meters)     5070.95  (feet) COMP
 HO0079  MODELED GRAVITY -    979,425.9   (mgal)                       NAVD 88
 HO0079
 HO0079  VERT ORDER      -  FIRST     CLASS II
 HO0079
 HO0079.The horizontal coordinates were established by autonomous hand held GPS
 HO0079.observations and have an estimated accuracy of +/- 10 meters.
 HO0079
 HO0079.The orthometric height was determined by differential leveling and
 HO0079.adjusted by the NATIONAL GEODETIC SURVEY
 HO0079.in June 1991.
 HO0079
 HO0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0079.GEOID18 height accuracy estimate available here.
 HO0079
 HO0079.Click photographs - Photos may exist for this station.
 HO0079
 HO0079.The dynamic height is computed by dividing the NAVD 88
 HO0079.geopotential number by the normal gravity value computed on the
 HO0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0079.degrees latitude (g = 980.6199 gals.).
 HO0079
 HO0079.The modeled gravity was interpolated from observed gravity values.
 HO0079
 HO0079;                    North         East    Units  Estimated Accuracy
 HO0079;SPC UT S     - 3,039,840.      415,288.      MT  (+/- 10 meters HH2 GPS)
 HO0079
 HO0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF7084498270(NAD 83)
 HO0079
 HO0079                          SUPERSEDED SURVEY CONTROL
 HO0079
 HO0079  NGVD 29 (??/??/92) 1546.416  (m)         5073.53   (f) ADJ UNCH    1 2
 HO0079
 HO0079.Superseded values are not recommended for survey control.
 HO0079
 HO0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0079.See file dsdata.pdf to determine how the superseded data were derived.
 HO0079
 HO0079_MARKER: DB = BENCH MARK DISK
 HO0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0079_STAMPING: F 137 1962
 HO0079_MARK LOGO: CGS
 HO0079_PROJECTION: PROJECTING 20 CENTIMETERS
 HO0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0079+STABILITY: SURFACE MOTION
 HO0079
 HO0079  HISTORY     - Date     Condition        Report By
 HO0079  HISTORY     - 1962     MONUMENTED       CGS
 HO0079  HISTORY     - 1983     GOOD             NGS
 HO0079
 HO0079                          STATION DESCRIPTION
 HO0079
 HO0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0079'5.1 MI SE FROM KANAB.
 HO0079'ABOUT 5.1 MILES SOUTHEAST ALONG U.S.HIGHWAY 89 FROM THE LATTER DAY
 HO0079'SAINTS CHURCH AT KANAB, 90 FEET SOUTH-SOUTHWEST AND ACROSS THE HIGHWAY
 HO0079'FROM A TELEPHONE POLE NUMBERED 8, 167 FEET EAST-NORTHEAST OF A POWER
 HO0079'POLE, 30 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.3 FEET EAST
 HO0079'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 HO0079'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HO0079
 HO0079                          STATION RECOVERY (1983)
 HO0079
 HO0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0079'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.75 KM
 HO0079'(1.1 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0079'SAINTS IN KANAB, THENCE 6.4 KM (4.0 MI) SOUTHEAST ALONG OLD US HIGHWAY
 HO0079'89, 0.75 KM (0.45 MI) EAST OF THE EAST END OF A CURVE, 9.1 METERS
 HO0079'(30 FT) SOUTH OF THE HIGHWAY CENTERLINE, 50.9 METERS (167 FT)
 HO0079'EAST-NORTHEAST OF POWER POLE 296, 0.45 METER (1.5 FT) NORTH OF THE
 HO0079'RIGHT OF WAY FENCE.
 HO0079'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 HO0079'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0099 ***********************************************************************
 HO0099  DESIGNATION -  F 138
 HO0099  PID         -  HO0099
 HO0099  STATE/COUNTY-  UT/KANE
 HO0099  COUNTRY     -  US
 HO0099  USGS QUAD   -  PETRIFIED HOLLOW (2017)
 HO0099
 HO0099                         *CURRENT SURVEY CONTROL
 HO0099  ______________________________________________________________________
 HO0099* NAD 83(1986) POSITION- 37 05 52.0    (N) 112 08 11.3    (W)   HD_HELD2
 HO0099* NAVD 88 ORTHO HEIGHT -  1674.526 (meters)     5493.84  (feet) ADJUSTED
 HO0099  ______________________________________________________________________
 HO0099  GEOID HEIGHT    -        -22.149 (meters)                     GEOID18
 HO0099  DYNAMIC HEIGHT  -       1672.544 (meters)     5487.34  (feet) COMP
 HO0099  MODELED GRAVITY -    979,388.4   (mgal)                       NAVD 88
 HO0099
 HO0099  VERT ORDER      -  FIRST     CLASS II
 HO0099
 HO0099.The horizontal coordinates were established by autonomous hand held GPS
 HO0099.observations and have an estimated accuracy of +/- 10 meters.
 HO0099
 HO0099.The orthometric height was determined by differential leveling and
 HO0099.adjusted by the NATIONAL GEODETIC SURVEY
 HO0099.in June 1991.
 HO0099
 HO0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0099.GEOID18 height accuracy estimate available here.
 HO0099
 HO0099.Click photographs - Photos may exist for this station.
 HO0099
 HO0099.The dynamic height is computed by dividing the NAVD 88
 HO0099.geopotential number by the normal gravity value computed on the
 HO0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0099.degrees latitude (g = 980.6199 gals.).
 HO0099
 HO0099.The modeled gravity was interpolated from observed gravity values.
 HO0099
 HO0099;                    North         East    Units  Estimated Accuracy
 HO0099;SPC UT S     - 3,048,039.      443,418.      MT  (+/- 10 meters HH2 GPS)
 HO0099
 HO0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG9900806323(NAD 83)
 HO0099
 HO0099                          SUPERSEDED SURVEY CONTROL
 HO0099
 HO0099  NGVD 29 (??/??/92) 1673.508  (m)         5490.50   (f) ADJ UNCH    1 2
 HO0099
 HO0099.Superseded values are not recommended for survey control.
 HO0099
 HO0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0099.See file dsdata.pdf to determine how the superseded data were derived.
 HO0099
 HO0099_MARKER: DB = BENCH MARK DISK
 HO0099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HO0099_SP_SET: CULVERT
 HO0099_STAMPING: F 138 1962
 HO0099_MARK LOGO: CGS
 HO0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0099
 HO0099  HISTORY     - Date     Condition        Report By
 HO0099  HISTORY     - 1962     MONUMENTED       CGS
 HO0099  HISTORY     - 1983     GOOD             NGS
 HO0099
 HO0099                          STATION DESCRIPTION
 HO0099
 HO0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0099'24.25 MI E FROM KANAB.
 HO0099'ABOUT 24.25 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY
 HO0099'SAINTS CHURCH AT KANAB, 0.1 MILE SOUTHWEST OF HIGHWAY MILEPOST 24, 28
 HO0099'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 3 FEET BELOW
 HO0099'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE NORTHEAST END OF
 HO0099'THE NORTHWEST CONCRETE HEADWALL OF A 60-INCH METAL CULVERT.
 HO0099
 HO0099                          STATION RECOVERY (1983)
 HO0099
 HO0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0099'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  38.1 KM
 HO0099'(23.85 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0099'SAINTS IN KANAB, IN TOP OF THE NORTHEAST END OF THE NORTHWEST HEADWALL
 HO0099'FOR A 72-INCH CORRUGATED METAL PIPE CULVERT, 5.65 KM (3.5 MI)
 HO0099'SOUTHWEST OF THE BRIDGE OVER THE KITCHEN CORRAL WASH, 0.5 KM (0.3 MI)
 HO0099'NORTHEAST OF MILEPOST 41, 8.5 METERS (28 FT) NORTHWEST OF THE HIGHWAY
 HO0099'CENTERLINE.
 HO0099'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0527 ***********************************************************************
 HN0527  DESIGNATION -  F 139
 HN0527  PID         -  HN0527
 HN0527  STATE/COUNTY-  UT/KANE
 HN0527  COUNTRY     -  US
 HN0527  USGS QUAD   -  BRIDGER POINT (2017)
 HN0527
 HN0527                         *CURRENT SURVEY CONTROL
 HN0527  ______________________________________________________________________
 HN0527* NAD 83(1986) POSITION- 37 06 04.74   (N) 111 52 23.85   (W)   HD_HELD1
 HN0527* NAVD 88 ORTHO HEIGHT -  1359.238 (meters)     4459.43  (feet) ADJUSTED
 HN0527  ______________________________________________________________________
 HN0527  GEOID HEIGHT    -        -22.776 (meters)                     GEOID18
 HN0527  DYNAMIC HEIGHT  -       1357.686 (meters)     4454.34  (feet) COMP
 HN0527  MODELED GRAVITY -    979,443.0   (mgal)                       NAVD 88
 HN0527
 HN0527  VERT ORDER      -  FIRST     CLASS II
 HN0527
 HN0527.The horizontal coordinates were determined by differentially corrected
 HN0527.hand held GPS observations or other comparable positioning techniques
 HN0527.and have an estimated accuracy of +/- 3 meters.
 HN0527
 HN0527.The orthometric height was determined by differential leveling and
 HN0527.adjusted by the NATIONAL GEODETIC SURVEY
 HN0527.in June 1991.
 HN0527
 HN0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0527.GEOID18 height accuracy estimate available here.
 HN0527
 HN0527.Click photographs - Photos may exist for this station.
 HN0527
 HN0527.The dynamic height is computed by dividing the NAVD 88
 HN0527.geopotential number by the normal gravity value computed on the
 HN0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0527.degrees latitude (g = 980.6199 gals.).
 HN0527
 HN0527.The modeled gravity was interpolated from observed gravity values.
 HN0527
 HN0527;                    North         East    Units  Estimated Accuracy
 HN0527;SPC UT S     - 3,048,305.4     466,816.2     MT  (+/- 3 meters HH1 GPS) 
 HN0527
 HN0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG2240006468(NAD 83)
 HN0527
 HN0527                          SUPERSEDED SURVEY CONTROL
 HN0527
 HN0527  NGVD 29 (??/??/92) 1358.288  (m)         4456.32   (f) ADJ UNCH    1 2
 HN0527
 HN0527.Superseded values are not recommended for survey control.
 HN0527
 HN0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0527.See file dsdata.pdf to determine how the superseded data were derived.
 HN0527
 HN0527_MARKER: DB = BENCH MARK DISK
 HN0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0527_STAMPING: F 139 1962
 HN0527_MARK LOGO: CGS
 HN0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0527+STABILITY: SURFACE MOTION
 HN0527
 HN0527  HISTORY     - Date     Condition        Report By
 HN0527  HISTORY     - 1962     MONUMENTED       CGS
 HN0527  HISTORY     - 1983     GOOD             NGS
 HN0527  HISTORY     - 20050928 GOOD             GEOCAC
 HN0527
 HN0527                          STATION DESCRIPTION
 HN0527
 HN0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0527'27.55 MI W FROM PAGE, AZ.
 HN0527'ABOUT 27.55 MILES WEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END OF
 HN0527'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.35 MILE EAST OF MILEPOST
 HN0527'NUMBER 45, 258 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 42 FEET
 HN0527'SOUTHWEST OF A GUYED POWER LINE POLE, 2 FEET SOUTH OF A FENCE, 1.6
 HN0527'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 HN0527'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HN0527
 HN0527                          STATION RECOVERY (1983)
 HN0527
 HN0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0527'RECOVERED IN GOOD CONDITION.  OMIT--0.35 MI EAST OF MILEPOST 45.
 HN0527'ADD--0.6 KM (0.4 MI) WEST OF MILEPOST 19.
 HN0527
 HN0527                          STATION RECOVERY (2005)
 HN0527
 HN0527'RECOVERY NOTE BY GEOCACHING 2005 (MFM)
 HN0527'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0141 ***********************************************************************
 KM0141  DESIGNATION -  F 14
 KM0141  PID         -  KM0141
 KM0141  STATE/COUNTY-  UT/GRAND
 KM0141  COUNTRY     -  US
 KM0141  USGS QUAD   -  WESTWATER (2017)
 KM0141
 KM0141                         *CURRENT SURVEY CONTROL
 KM0141  ______________________________________________________________________
 KM0141* NAD 83(1986) POSITION- 39 04 55.     (N) 109 07 22.     (W)   SCALED
 KM0141* NAVD 88 ORTHO HEIGHT -  1324.589 (meters)     4345.76  (feet) POSTED
 KM0141  ______________________________________________________________________
 KM0141  GEOID HEIGHT    -        -18.263 (meters)                     GEOID18
 KM0141  DYNAMIC HEIGHT  -       1323.33  (meters)     4341.6   (feet) COMP
 KM0141  MODELED GRAVITY -    979,632.0   (mgal)                       NAVD 88
 KM0141
 KM0141  VERT ORDER      -  * POSTED, SEE BELOW
 KM0141
 KM0141.The horizontal coordinates were scaled from a map and have
 KM0141.an estimated accuracy of +/- 6 seconds.
 KM0141
 KM0141.The orthometric height was determined by differential leveling
 KM0141.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0141
 KM0141.* This is a POSTED BENCH MARK height.
 KM0141
 KM0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0141.GEOID18 height accuracy estimate available here.
 KM0141
 KM0141.Click photographs - Photos may exist for this station.
 KM0141
 KM0141.The dynamic height is computed by dividing the NAVD 88
 KM0141.geopotential number by the normal gravity value computed on the
 KM0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0141.degrees latitude (g = 980.6199 gals.).
 KM0141
 KM0141.The modeled gravity was interpolated from observed gravity values.
 KM0141
 KM0141;                    North         East    Units  Estimated Accuracy
 KM0141;SPC UT C     - 2,085,850.      705,670.      MT  (+/- 180 meters Scaled)
 KM0141
 KM0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ623275(NAD 83)
 KM0141
 KM0141                          SUPERSEDED SURVEY CONTROL
 KM0141
 KM0141  NGVD 29 (??/??/92) 1323.564  (m)         4342.39   (f) ADJ UNCH    1 2
 KM0141
 KM0141.Superseded values are not recommended for survey control.
 KM0141
 KM0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0141.See file dsdata.pdf to determine how the superseded data were derived.
 KM0141
 KM0141_MARKER: DB = BENCH MARK DISK
 KM0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KM0141_SP_SET: CULVERT
 KM0141_STAMPING: F 14 1927
 KM0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0141
 KM0141  HISTORY     - Date     Condition        Report By
 KM0141  HISTORY     - 1927     MONUMENTED       CGS
 KM0141  HISTORY     - 1934     MARK NOT FOUND   CGS
 KM0141
 KM0141                          STATION DESCRIPTION
 KM0141
 KM0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KM0141'0.75 MI W FROM WESTWATER.
 KM0141'ABOUT 3/4 MILE WEST ALONG THE DEVER AND RIO GRANDE WESTERN RAILROAD
 KM0141'FROM WESTWATER, GRAND COUNTY, AT A CONCRETE CULVERT UNDER THE TRACK,
 KM0141'IN THE TOP OF THE WEST END OF THE NORTH HEADWALL, AND 18 FEET NORTH OF
 KM0141'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED F 14 1927.
 KM0141'NOTE-- THE MARK HAS PROBABLY BEEN COVERED BY A ROCK RETAINING WALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0073 ***********************************************************************
 HN0073  DESIGNATION -  F 140
 HN0073  PID         -  HN0073
 HN0073  STATE/COUNTY-  UT/SAN JUAN
 HN0073  COUNTRY     -  US
 HN0073  USGS QUAD   -  MOSS BACK BUTTE (2017)
 HN0073
 HN0073                         *CURRENT SURVEY CONTROL
 HN0073  ______________________________________________________________________
 HN0073* NAD 83(1986) POSITION- 37 32 52.     (N) 110 02 19.     (W)   SCALED
 HN0073* NAVD 88 ORTHO HEIGHT -  1853.832 (meters)     6082.11  (feet) ADJUSTED
 HN0073  ______________________________________________________________________
 HN0073  GEOID HEIGHT    -        -20.029 (meters)                     GEOID18
 HN0073  DYNAMIC HEIGHT  -       1851.680 (meters)     6075.05  (feet) COMP
 HN0073  MODELED GRAVITY -    979,403.0   (mgal)                       NAVD 88
 HN0073
 HN0073  VERT ORDER      -  FIRST     CLASS II
 HN0073
 HN0073.The horizontal coordinates were scaled from a map and have
 HN0073.an estimated accuracy of +/- 6 seconds.
 HN0073
 HN0073.The orthometric height was determined by differential leveling and
 HN0073.adjusted by the NATIONAL GEODETIC SURVEY
 HN0073.in June 1991.
 HN0073
 HN0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0073.GEOID18 height accuracy estimate available here.
 HN0073
 HN0073.Click photographs - Photos may exist for this station.
 HN0073
 HN0073.The dynamic height is computed by dividing the NAVD 88
 HN0073.geopotential number by the normal gravity value computed on the
 HN0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0073.degrees latitude (g = 980.6199 gals.).
 HN0073
 HN0073.The modeled gravity was interpolated from observed gravity values.
 HN0073
 HN0073;                    North         East    Units  Estimated Accuracy
 HN0073;SPC UT S     - 3,098,800.      629,130.      MT  (+/- 180 meters Scaled)
 HN0073
 HN0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG849560(NAD 83)
 HN0073
 HN0073                          SUPERSEDED SURVEY CONTROL
 HN0073
 HN0073  NGVD 29 (??/??/92) 1852.774  (m)         6078.64   (f) ADJ UNCH    1 2
 HN0073
 HN0073.Superseded values are not recommended for survey control.
 HN0073
 HN0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0073.See file dsdata.pdf to determine how the superseded data were derived.
 HN0073
 HN0073_MARKER: DB = BENCH MARK DISK
 HN0073_SETTING: 66 = SET IN ROCK OUTCROP
 HN0073_STAMPING: F 140 1962
 HN0073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0073+STABILITY: POSITION/ELEVATION WELL
 HN0073
 HN0073  HISTORY     - Date     Condition        Report By
 HN0073  HISTORY     - 1962     MONUMENTED       CGS
 HN0073  HISTORY     - 1982     GOOD             USGS
 HN0073  HISTORY     - 1982     GOOD             USGS
 HN0073
 HN0073                          STATION DESCRIPTION
 HN0073
 HN0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0073'14.15 MI S FROM FRY CANYON.
 HN0073'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0073'AT FRY CANYON.  THENCE 1.65 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 HN0073'118 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 3.0 FEET SOUTHEAST
 HN0073'OF A ROCK CAIRN, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 HN0073'LARGE FLAT ROCK OUTCROP.
 HN0073
 HN0073                          STATION RECOVERY (1982)
 HN0073
 HN0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0073'ABOUT 12.0 MILES SOUTHEAST ALONG STATE HWY. 95 (BICENTENNIAL HWY),
 HN0073'FROM THE POST OFFICE AT FRY CANYON, THENCE 1.5 MILES SOUTHWEST ALONG
 HN0073'STATE HWY. 263, APPROX. 125 FEET NORTH OF A SMALL DRAIN CROSSING AND
 HN0073'CULVERT, 79 FEET NORTHWEST OF THE CENTERLINE OF THE HWY., 3 FEET
 HN0073'SOUTHEAST OF A ROCK CAIRN AND SET IN THE TOP OF A LARGE FLAT ROCK
 HN0073'OUTCROP.
 HN0073
 HN0073                          STATION RECOVERY (1982)
 HN0073
 HN0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0073'ABOUT 12.0 MILES SOUTHEAST ALONG STATE HWY. 95 (BICENTENNIAL HWY),
 HN0073'FROM THE POST OFFICE AT FRY CANYON, THENCE 1.5 MILES SOUTHWEST ALONG
 HN0073'STATE HWY. 263, APPROX. 125 FEET NORTH OF A SMALL DRAIN CROSSING AND
 HN0073'CULVERT, 79 FEET NORTHWEST OF THE CENTERLINE OF THE HWY., 3 FEET
 HN0073'SOUTHEAST OF A ROCK CAIRN AND SET IN THE TOP OF A LARGE FLAT ROCK
 HN0073'OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0163 ***********************************************************************
 HN0163  DESIGNATION -  F 141
 HN0163  PID         -  HN0163
 HN0163  STATE/COUNTY-  UT/SAN JUAN
 HN0163  COUNTRY     -  US
 HN0163  USGS QUAD   -  WHIRLWIND DRAW (2017)
 HN0163
 HN0163                         *CURRENT SURVEY CONTROL
 HN0163  ______________________________________________________________________
 HN0163* NAD 83(1986) POSITION- 37 21 35.     (N) 110 18 41.     (W)   SCALED
 HN0163* NAVD 88 ORTHO HEIGHT -  1341.320 (meters)     4400.65  (feet) ADJUSTED
 HN0163  ______________________________________________________________________
 HN0163  GEOID HEIGHT    -        -21.511 (meters)                     GEOID18
 HN0163  DYNAMIC HEIGHT  -       1339.836 (meters)     4395.78  (feet) COMP
 HN0163  MODELED GRAVITY -    979,477.6   (mgal)                       NAVD 88
 HN0163
 HN0163  VERT ORDER      -  FIRST     CLASS II
 HN0163
 HN0163.The horizontal coordinates were scaled from a map and have
 HN0163.an estimated accuracy of +/- 6 seconds.
 HN0163
 HN0163.The orthometric height was determined by differential leveling and
 HN0163.adjusted by the NATIONAL GEODETIC SURVEY
 HN0163.in June 1991.
 HN0163
 HN0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0163.GEOID18 height accuracy estimate available here.
 HN0163
 HN0163.Click photographs - Photos may exist for this station.
 HN0163
 HN0163.The dynamic height is computed by dividing the NAVD 88
 HN0163.geopotential number by the normal gravity value computed on the
 HN0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0163.degrees latitude (g = 980.6199 gals.).
 HN0163
 HN0163.The modeled gravity was interpolated from observed gravity values.
 HN0163
 HN0163;                    North         East    Units  Estimated Accuracy
 HN0163;SPC UT S     - 3,077,590.      605,300.      MT  (+/- 180 meters Scaled)
 HN0163
 HN0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG609350(NAD 83)
 HN0163
 HN0163                          SUPERSEDED SURVEY CONTROL
 HN0163
 HN0163  NGVD 29 (??/??/92) 1340.382  (m)         4397.57   (f) ADJ UNCH    1 2
 HN0163
 HN0163.Superseded values are not recommended for survey control.
 HN0163
 HN0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0163.See file dsdata.pdf to determine how the superseded data were derived.
 HN0163
 HN0163_MARKER: DB = BENCH MARK DISK
 HN0163_SETTING: 66 = SET IN ROCK OUTCROP
 HN0163_STAMPING: F 141 1962
 HN0163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0163+STABILITY: POSITION/ELEVATION WELL
 HN0163
 HN0163  HISTORY     - Date     Condition        Report By
 HN0163  HISTORY     - 1962     MONUMENTED       CGS
 HN0163
 HN0163                          STATION DESCRIPTION
 HN0163
 HN0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0163'36.8 MI S FROM FRY CANYON.
 HN0163'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH STATE HIGHWAY 95 FROM THE POST
 HN0163'OFFICE AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT
 HN0163'ROAD.  THENCE 4.8 MILES SOUTHWEST ALONG A BULLDOZED ROAD LEADING TO
 HN0163'THE SAN JUAN RIVER, 131 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 HN0163'ROAD, 95 1/2 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST, 6.7 FEET
 HN0163'NORTH OF A ROCK CAIRN, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 HN0163'OF A ROCK OUTCROP PROJECTING ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0125 ***********************************************************************
 HN0125  DESIGNATION -  F 142
 HN0125  PID         -  HN0125
 HN0125  STATE/COUNTY-  UT/SAN JUAN
 HN0125  COUNTRY     -  US
 HN0125  USGS QUAD   -  OLJATO (2017)
 HN0125
 HN0125                         *CURRENT SURVEY CONTROL
 HN0125  ______________________________________________________________________
 HN0125* NAD 83(1986) POSITION- 37 03 32.     (N) 110 22 23.     (W)   SCALED
 HN0125* NAVD 88 ORTHO HEIGHT -  1559.906 (meters)     5117.79  (feet) ADJUSTED
 HN0125  ______________________________________________________________________
 HN0125  GEOID HEIGHT    -        -21.350 (meters)                     GEOID18
 HN0125  DYNAMIC HEIGHT  -       1558.102 (meters)     5111.87  (feet) COMP
 HN0125  MODELED GRAVITY -    979,419.5   (mgal)                       NAVD 88
 HN0125
 HN0125  VERT ORDER      -  FIRST     CLASS II
 HN0125
 HN0125.The horizontal coordinates were scaled from a map and have
 HN0125.an estimated accuracy of +/- 6 seconds.
 HN0125
 HN0125.The orthometric height was determined by differential leveling and
 HN0125.adjusted by the NATIONAL GEODETIC SURVEY
 HN0125.in June 1991.
 HN0125
 HN0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0125.GEOID18 height accuracy estimate available here.
 HN0125
 HN0125.Click photographs - Photos may exist for this station.
 HN0125
 HN0125.The dynamic height is computed by dividing the NAVD 88
 HN0125.geopotential number by the normal gravity value computed on the
 HN0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0125.degrees latitude (g = 980.6199 gals.).
 HN0125
 HN0125.The modeled gravity was interpolated from observed gravity values.
 HN0125
 HN0125;                    North         East    Units  Estimated Accuracy
 HN0125;SPC UT S     - 3,044,130.      600,230.      MT  (+/- 180 meters Scaled)
 HN0125
 HN0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG557015(NAD 83)
 HN0125
 HN0125                          SUPERSEDED SURVEY CONTROL
 HN0125
 HN0125  NGVD 29 (??/??/92) 1558.965  (m)         5114.70   (f) ADJ UNCH    1 2
 HN0125
 HN0125.Superseded values are not recommended for survey control.
 HN0125
 HN0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0125.See file dsdata.pdf to determine how the superseded data were derived.
 HN0125
 HN0125_MARKER: DB = BENCH MARK DISK
 HN0125_SETTING: 66 = SET IN ROCK OUTCROP
 HN0125_STAMPING: F 142 1962
 HN0125_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0125+STABILITY: POSITION/ELEVATION WELL
 HN0125
 HN0125  HISTORY     - Date     Condition        Report By
 HN0125  HISTORY     - 1962     MONUMENTED       CGS
 HN0125
 HN0125                          STATION DESCRIPTION
 HN0125
 HN0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0125'4.15 MI NW FROM OLJETO.
 HN0125'ABOUT 4.15 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0125'FROM THE TRADING POST AT OLJETO, 108 FEET NORTHEAST OF THE CENTERLINE
 HN0125'OF THE DIRT ROAD, 45 FEET WEST-NORTHWEST OF THE CENTERLINE OF A TRAIL
 HN0125'ROAD LEADING NORTH-NORTHEAST, 13.0 FEET WEST OF A METAL WITNESS POST,
 HN0125'ABOUT 3 FEET ABOVE THE LEVEL OF THE DIRT ROAD, AND SET IN THE TOP OF A
 HN0125'SANDSTONE OUTCROP PROJECTING 10 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0181 ***********************************************************************
 HN0181  DESIGNATION -  F 143
 HN0181  PID         -  HN0181
 HN0181  STATE/COUNTY-  UT/SAN JUAN
 HN0181  COUNTRY     -  US
 HN0181  USGS QUAD   -  GOULDING (2017)
 HN0181
 HN0181                         *CURRENT SURVEY CONTROL
 HN0181  ______________________________________________________________________
 HN0181* NAD 83(1986) POSITION- 37 00 25.54   (N) 110 12 13.38   (W)   HD_HELD1
 HN0181* NAVD 88 ORTHO HEIGHT -  1610.440 (meters)     5283.59  (feet) ADJUSTED
 HN0181  ______________________________________________________________________
 HN0181  GEOID HEIGHT    -        -20.941 (meters)                     GEOID18
 HN0181  DYNAMIC HEIGHT  -       1608.582 (meters)     5277.49  (feet) COMP
 HN0181  MODELED GRAVITY -    979,420.7   (mgal)                       NAVD 88
 HN0181
 HN0181  VERT ORDER      -  FIRST     CLASS II
 HN0181
 HN0181.The horizontal coordinates were determined by differentially corrected
 HN0181.hand held GPS observations or other comparable positioning techniques
 HN0181.and have an estimated accuracy of +/- 3 meters.
 HN0181
 HN0181.The orthometric height was determined by differential leveling and
 HN0181.adjusted by the NATIONAL GEODETIC SURVEY
 HN0181.in June 1991.
 HN0181
 HN0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0181.GEOID18 height accuracy estimate available here.
 HN0181
 HN0181.Click photographs - Photos may exist for this station.
 HN0181
 HN0181.The dynamic height is computed by dividing the NAVD 88
 HN0181.geopotential number by the normal gravity value computed on the
 HN0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0181.degrees latitude (g = 980.6199 gals.).
 HN0181
 HN0181.The modeled gravity was interpolated from observed gravity values.
 HN0181
 HN0181;                    North         East    Units  Estimated Accuracy
 HN0181;SPC UT S     - 3,038,581.8     615,374.8     MT  (+/- 3 meters HH1 GPS) 
 HN0181
 HN0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF7084495955(NAD 83)
 HN0181
 HN0181                          SUPERSEDED SURVEY CONTROL
 HN0181
 HN0181  NGVD 29 (??/??/92) 1609.528  (m)         5280.59   (f) ADJ UNCH    1 2
 HN0181
 HN0181.Superseded values are not recommended for survey control.
 HN0181
 HN0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0181.See file dsdata.pdf to determine how the superseded data were derived.
 HN0181
 HN0181_MARKER: DB = BENCH MARK DISK
 HN0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HN0181_SP_SET: PORCH
 HN0181_STAMPING: F 143 1962
 HN0181_MARK LOGO: CGS
 HN0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0181
 HN0181  HISTORY     - Date     Condition        Report By
 HN0181  HISTORY     - 1962     MONUMENTED       CGS
 HN0181  HISTORY     - 1983     GOOD             NGS
 HN0181  HISTORY     - 20080912 GOOD             INDIV
 HN0181
 HN0181                          STATION DESCRIPTION
 HN0181
 HN0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0181'IN GOULDING TR. POST.
 HN0181'AT GOULDINGS TRADING POST IN UTAH, 7.0 FEET NORTH-NORTHEAST OF THE
 HN0181'NORTHWEST CORNER OF THE TRADING POST OFFICE AND STORE, AND SET IN THE
 HN0181'TOP OF THE NORTHWEST CORNER OF THE CONCRETE PORCH OF THE TRADING POST.
 HN0181
 HN0181                          STATION RECOVERY (1983)
 HN0181
 HN0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0181'RECOVERED IN GOOD CONDITION, NOT LEVELED DURING THIS SURVEY.
 HN0181
 HN0181                          STATION RECOVERY (2008)
 HN0181
 HN0181'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JKM)
 HN0181'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0569 ***********************************************************************
 HN0569  DESIGNATION -  F 144
 HN0569  PID         -  HN0569
 HN0569  STATE/COUNTY-  UT/KANE
 HN0569  COUNTRY     -  US
 HN0569  USGS QUAD   -  LONE ROCK (2017)
 HN0569
 HN0569                         *CURRENT SURVEY CONTROL
 HN0569  ______________________________________________________________________
 HN0569* NAD 83(1986) POSITION- 37 05 08.8    (N) 111 30 18.5    (W)   HD_HELD2
 HN0569* NAVD 88 ORTHO HEIGHT -  1171.152 (meters)     3842.35  (feet) ADJUSTED
 HN0569  ______________________________________________________________________
 HN0569  GEOID HEIGHT    -        -23.304 (meters)                     GEOID18
 HN0569  DYNAMIC HEIGHT  -       1169.839 (meters)     3838.05  (feet) COMP
 HN0569  MODELED GRAVITY -    979,471.1   (mgal)                       NAVD 88
 HN0569
 HN0569  VERT ORDER      -  FIRST     CLASS II
 HN0569
 HN0569.The horizontal coordinates were established by autonomous hand held GPS
 HN0569.observations and have an estimated accuracy of +/- 10 meters.
 HN0569
 HN0569.The orthometric height was determined by differential leveling and
 HN0569.adjusted by the NATIONAL GEODETIC SURVEY
 HN0569.in June 1991.
 HN0569
 HN0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0569.GEOID18 height accuracy estimate available here.
 HN0569
 HN0569.Click photographs - Photos may exist for this station.
 HN0569
 HN0569.The dynamic height is computed by dividing the NAVD 88
 HN0569.geopotential number by the normal gravity value computed on the
 HN0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0569.degrees latitude (g = 980.6199 gals.).
 HN0569
 HN0569.The modeled gravity was interpolated from observed gravity values.
 HN0569
 HN0569;                    North         East    Units  Estimated Accuracy
 HN0569;SPC UT S     - 3,046,515.      499,543.      MT  (+/- 10 meters HH2 GPS)
 HN0569
 HN0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG5510504507(NAD 83)
 HN0569
 HN0569                          SUPERSEDED SURVEY CONTROL
 HN0569
 HN0569  NGVD 29 (??/??/92) 1170.253  (m)         3839.41   (f) ADJ UNCH    1 2
 HN0569
 HN0569.Superseded values are not recommended for survey control.
 HN0569
 HN0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0569.See file dsdata.pdf to determine how the superseded data were derived.
 HN0569
 HN0569_MARKER: DB = BENCH MARK DISK
 HN0569_SETTING: 66 = SET IN ROCK OUTCROP
 HN0569_STAMPING: F 144 1962
 HN0569_MARK LOGO: CGS
 HN0569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0569+STABILITY: POSITION/ELEVATION WELL
 HN0569
 HN0569  HISTORY     - Date     Condition        Report By
 HN0569  HISTORY     - 1962     MONUMENTED       CGS
 HN0569  HISTORY     - 1977     GOOD             USGS
 HN0569  HISTORY     - 1977     GOOD             USGS
 HN0569
 HN0569                          STATION DESCRIPTION
 HN0569
 HN0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0569'10.9 MI E FROM GLEN CANYON CITY.
 HN0569'ABOUT 10.3 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0569'SERVICE STATION ON U.S. HIGHWAY 89 AT GLEN CANYON CITY.  THENCE 0.6
 HN0569'MILE SOUTHEAST ALONG THE FLOOR OF A CANYON.  38 FEET NORTHEAST OF THE
 HN0569'CENTER LINE OF THE CANYON FLOOR, SET IN THE TOP OF A ROCK LEDGE ON THE
 HN0569'NORTHEAST WALL OF THE CANYON, 4.7 FEET NORTHEAST OF A METAL WITNESS
 HN0569'POST, AND 8 FEET ABOVE THE CANYON FLOOR.
 HN0569
 HN0569                          STATION RECOVERY (1977)
 HN0569
 HN0569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0569'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY GO E. ON GRAIDED
 HN0569'DIRT ROAD FOR 9.4 MI. TO ROAD JUNCTION IN CROSBY CANYON, GO RIGHT
 HN0569'DOWN CROSBY CANYON FOR 1.2 MILES. ABOUT 38 FT. NE OF THE CENTER OF
 HN0569'THE CANYON, SET IN THE TOP OF A ROCK LEDGE ON THE NE WALL OF THE
 HN0569'CANYON ABOUT 4.7 FEET NE OF A METAL WITNESS POST AND 8 FEET ABOVE THE
 HN0569'CANYON FLOOR.
 HN0569
 HN0569                          STATION RECOVERY (1977)
 HN0569
 HN0569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0569'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY GO E. ON GRAIDED
 HN0569'DIRT ROAD FOR 9.4 MI. TO ROAD JUNCTION IN CROSBY CANYON, GO RIGHT
 HN0569'DOWN CROSBY CANYON FOR 1.2 MILES. ABOUT 38 FT. NE OF THE CENTER OF
 HN0569'THE CANYON, SET IN THE TOP OF A ROCK LEDGE ON THE NE WALL OF THE
 HN0569'CANYON ABOUT 4.7 FEET NE OF A METAL WITNESS POST AND 8 FEET ABOVE THE
 HN0569'CANYON FLOOR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0410 ***********************************************************************
 HN0410  DESIGNATION -  F 145
 HN0410  PID         -  HN0410
 HN0410  STATE/COUNTY-  UT/KANE
 HN0410  COUNTRY     -  US
 HN0410  USGS QUAD   -  SMOKY HOLLOW (2017)
 HN0410
 HN0410                         *CURRENT SURVEY CONTROL
 HN0410  ______________________________________________________________________
 HN0410* NAD 83(1986) POSITION- 37 07 47.2    (N) 111 29 17.9    (W)   HD_HELD2
 HN0410* NAVD 88 ORTHO HEIGHT -  1174.680 (meters)     3853.93  (feet) ADJUSTED
 HN0410  ______________________________________________________________________
 HN0410  GEOID HEIGHT    -        -23.185 (meters)                     GEOID18
 HN0410  DYNAMIC HEIGHT  -       1173.378 (meters)     3849.66  (feet) COMP
 HN0410  MODELED GRAVITY -    979,482.8   (mgal)                       NAVD 88
 HN0410
 HN0410  VERT ORDER      -  FIRST     CLASS II
 HN0410
 HN0410.The horizontal coordinates were established by autonomous hand held GPS
 HN0410.observations and have an estimated accuracy of +/- 10 meters.
 HN0410
 HN0410.The orthometric height was determined by differential leveling and
 HN0410.adjusted by the NATIONAL GEODETIC SURVEY
 HN0410.in June 1991.
 HN0410
 HN0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0410.GEOID18 height accuracy estimate available here.
 HN0410
 HN0410.Click photographs - Photos may exist for this station.
 HN0410
 HN0410.The dynamic height is computed by dividing the NAVD 88
 HN0410.geopotential number by the normal gravity value computed on the
 HN0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0410.degrees latitude (g = 980.6199 gals.).
 HN0410
 HN0410.The modeled gravity was interpolated from observed gravity values.
 HN0410
 HN0410;                    North         East    Units  Estimated Accuracy
 HN0410;SPC UT S     - 3,051,398.      501,039.      MT  (+/- 10 meters HH2 GPS)
 HN0410
 HN0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG5662609380(NAD 83)
 HN0410
 HN0410                          SUPERSEDED SURVEY CONTROL
 HN0410
 HN0410  NGVD 29 (??/??/92) 1173.791  (m)         3851.01   (f) ADJ UNCH    1 2
 HN0410
 HN0410.Superseded values are not recommended for survey control.
 HN0410
 HN0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0410.See file dsdata.pdf to determine how the superseded data were derived.
 HN0410
 HN0410_MARKER: DB = BENCH MARK DISK
 HN0410_SETTING: 66 = SET IN ROCK OUTCROP
 HN0410_STAMPING: F 145 1962
 HN0410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0410+STABILITY: POSITION/ELEVATION WELL
 HN0410
 HN0410  HISTORY     - Date     Condition        Report By
 HN0410  HISTORY     - 1962     MONUMENTED       CGS
 HN0410  HISTORY     - 1977     GOOD             USGS
 HN0410  HISTORY     - 1977     GOOD             USGS
 HN0410
 HN0410                          STATION DESCRIPTION
 HN0410
 HN0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0410'14.3 MI E FROM GLEN CANYON CITY.
 HN0410'ABOUT 14.3 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0410'SERVICE STATION AT GLEN CANYON CITY, 60 FEET EAST OF THE CENTERLINE OF
 HN0410'WARM CREEK, 47 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 27.3 FEET
 HN0410'SOUTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE
 HN0410'ROAD, AND SET IN THE TOP OF A ROCK LEDGE ON THE EAST BANK OF WARM
 HN0410'CREEK.
 HN0410
 HN0410                          STATION RECOVERY (1977)
 HN0410
 HN0410'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0410'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E ON GRAIDED
 HN0410'DIRT ROAD FOR 13.7 MILES TO WARM CREEK. 52 FT. SW OF CTR RD. 4 FT.
 HN0410'ABOVE THE LEVEL OF THE ROAD. SET IN TOP OF A ROCK LEDGE ON THE E BANK
 HN0410'OF WARM CREEK.
 HN0410
 HN0410                          STATION RECOVERY (1977)
 HN0410
 HN0410'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0410'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E ON GRAIDED
 HN0410'DIRT ROAD FOR 13.7 MILES TO WARM CREEK. 52 FT. SW OF CTR RD. 4 FT.
 HN0410'ABOVE THE LEVEL OF THE ROAD. SET IN TOP OF A ROCK LEDGE ON THE E BANK
 HN0410'OF WARM CREEK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0438 ***********************************************************************
 HN0438  DESIGNATION -  F 146
 HN0438  PID         -  HN0438
 HN0438  STATE/COUNTY-  UT/KANE
 HN0438  COUNTRY     -  US
 HN0438  USGS QUAD   -  GREGORY BUTTE (2017)
 HN0438
 HN0438                         *CURRENT SURVEY CONTROL
 HN0438  ______________________________________________________________________
 HN0438* NAD 83(1986) POSITION- 37 07 13.     (N) 111 10 38.     (W)   SCALED
 HN0438* NAVD 88 ORTHO HEIGHT -  1394.374 (meters)     4574.71  (feet) ADJUSTED
 HN0438  ______________________________________________________________________
 HN0438  GEOID HEIGHT    -        -23.130 (meters)                     GEOID18
 HN0438  DYNAMIC HEIGHT  -       1392.744 (meters)     4569.36  (feet) COMP
 HN0438  MODELED GRAVITY -    979,414.1   (mgal)                       NAVD 88
 HN0438
 HN0438  VERT ORDER      -  FIRST     CLASS II
 HN0438
 HN0438.The horizontal coordinates were scaled from a map and have
 HN0438.an estimated accuracy of +/- 6 seconds.
 HN0438
 HN0438.The orthometric height was determined by differential leveling and
 HN0438.adjusted by the NATIONAL GEODETIC SURVEY
 HN0438.in June 1991.
 HN0438
 HN0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0438.GEOID18 height accuracy estimate available here.
 HN0438
 HN0438.Click photographs - Photos may exist for this station.
 HN0438
 HN0438.The dynamic height is computed by dividing the NAVD 88
 HN0438.geopotential number by the normal gravity value computed on the
 HN0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0438.degrees latitude (g = 980.6199 gals.).
 HN0438
 HN0438.The modeled gravity was interpolated from observed gravity values.
 HN0438
 HN0438;                    North         East    Units  Estimated Accuracy
 HN0438;SPC UT S     - 3,050,390.      528,690.      MT  (+/- 180 meters Scaled)
 HN0438
 HN0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG842082(NAD 83)
 HN0438
 HN0438                          SUPERSEDED SURVEY CONTROL
 HN0438
 HN0438  NGVD 29 (??/??/92) 1393.411  (m)         4571.55   (f) ADJ UNCH    1 2
 HN0438
 HN0438.Superseded values are not recommended for survey control.
 HN0438
 HN0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0438.See file dsdata.pdf to determine how the superseded data were derived.
 HN0438
 HN0438_MARKER: DB = BENCH MARK DISK
 HN0438_SETTING: 66 = SET IN ROCK OUTCROP
 HN0438_STAMPING: F 146 1962
 HN0438_MARK LOGO: CGS
 HN0438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0438+STABILITY: POSITION/ELEVATION WELL
 HN0438
 HN0438  HISTORY     - Date     Condition        Report By
 HN0438  HISTORY     - 1962     MONUMENTED       CGS
 HN0438
 HN0438                          STATION DESCRIPTION
 HN0438
 HN0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0438'37.0 MI E FROM GLEN CANYON CITY.
 HN0438'ABOUT 17.75 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0438'SERVICE STATION AT GLEN CANYON CITY.  THENCE 8.8 MILES EAST ALONG A
 HN0438'DIM BULLDOZED TRAIL ROAD TO A SMALL POND SURROUNDED WITH TAMARISK
 HN0438'BUSHES.  THENCE 2.1 MILES EAST ACROSS COUNTRY TO THE WEST RIM OF LAST
 HN0438'CHANCE CREEK.  THENCE 0.7 MILE EAST ACROSS LAST CHANCE CREEK TO THE
 HN0438'EAST RIM OF LAST CHANCE CREEK.  THENCE 7.65 MILES SOUTHEAST ACROSS
 HN0438'COUNTRY OVER GRAND BENCH TO THE WEST RIM OF ROCK CREEK, AT A NARROW
 HN0438'POINT ABOUT 450 FEET WEST OF THE RIM OF ROCK CREEK, 28.5 FEET EAST OF
 HN0438'A METAL WITNESS POST, ABOUT 82 FEET NORTH OF A SHELF IN THE ROCK, AND
 HN0438'SET IN THE TOP OF A FLAT ROCK OUTCROP WHICH IS FLUSH WITH THE GROUND.
 HN0438'NOTE-- BENCH MARK IS 1.55 MILES WEST OF AND ACROSS ROCK CREEK FROM
 HN0438'BENCH MARK N 150 WHICH IS DESCRIBED FROM HOLE-IN-THE-ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0108 ***********************************************************************
 HN0108  DESIGNATION -  F 147
 HN0108  PID         -  HN0108
 HN0108  STATE/COUNTY-  UT/SAN JUAN
 HN0108  COUNTRY     -  US
 HN0108  USGS QUAD   -  BURNT SPRING (2017)
 HN0108
 HN0108                         *CURRENT SURVEY CONTROL
 HN0108  ______________________________________________________________________
 HN0108* NAD 83(1986) POSITION- 37 24 20.     (N) 110 25 53.     (W)   SCALED
 HN0108* NAVD 88 ORTHO HEIGHT -  1578.849 (meters)     5179.94  (feet) ADJUSTED
 HN0108  ______________________________________________________________________
 HN0108  GEOID HEIGHT    -        -21.792 (meters)                     GEOID18
 HN0108  DYNAMIC HEIGHT  -       1577.043 (meters)     5174.02  (feet) COMP
 HN0108  MODELED GRAVITY -    979,431.0   (mgal)                       NAVD 88
 HN0108
 HN0108  VERT ORDER      -  FIRST     CLASS II
 HN0108
 HN0108.The horizontal coordinates were scaled from a map and have
 HN0108.an estimated accuracy of +/- 6 seconds.
 HN0108
 HN0108.The orthometric height was determined by differential leveling and
 HN0108.adjusted by the NATIONAL GEODETIC SURVEY
 HN0108.in June 1991.
 HN0108
 HN0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0108.GEOID18 height accuracy estimate available here.
 HN0108
 HN0108.Click photographs - Photos may exist for this station.
 HN0108
 HN0108.The dynamic height is computed by dividing the NAVD 88
 HN0108.geopotential number by the normal gravity value computed on the
 HN0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0108.degrees latitude (g = 980.6199 gals.).
 HN0108
 HN0108.The modeled gravity was interpolated from observed gravity values.
 HN0108
 HN0108;                    North         East    Units  Estimated Accuracy
 HN0108;SPC UT S     - 3,082,550.      594,610.      MT  (+/- 180 meters Scaled)
 HN0108
 HN0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG503400(NAD 83)
 HN0108
 HN0108                          SUPERSEDED SURVEY CONTROL
 HN0108
 HN0108  NGVD 29 (??/??/92) 1577.832  (m)         5176.60   (f) ADJ UNCH    1 2
 HN0108
 HN0108.Superseded values are not recommended for survey control.
 HN0108
 HN0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0108.See file dsdata.pdf to determine how the superseded data were derived.
 HN0108
 HN0108_MARKER: DB = BENCH MARK DISK
 HN0108_SETTING: 66 = SET IN ROCK OUTCROP
 HN0108_STAMPING: F 147 1962
 HN0108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0108+STABILITY: POSITION/ELEVATION WELL
 HN0108
 HN0108  HISTORY     - Date     Condition        Report By
 HN0108  HISTORY     - 1962     MONUMENTED       CGS
 HN0108
 HN0108                          STATION DESCRIPTION
 HN0108
 HN0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0108'43.35 MI SW FROM FRY CANYON.
 HN0108'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0108'AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0108'THENCE 11.35 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH
 HN0108'CLAY HILLS DIVIDE, 3.8 MILES WEST OF GREEN WATER SPRING, 30 FEET EAST
 HN0108'OF THE CENTERLINE OF THE ROAD WHICH IS IN CASTLE CREEK, 11.0 FEET EAST
 HN0108'OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND
 HN0108'CREEK, AND SET IN THE TOP OF A ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0289 ***********************************************************************
 HN0289  DESIGNATION -  F 148
 HN0289  PID         -  HN0289
 HN0289  STATE/COUNTY-  UT/SAN JUAN
 HN0289  COUNTRY     -  US
 HN0289  USGS QUAD   -  HALLS CROSSING NE (2017)
 HN0289
 HN0289                         *CURRENT SURVEY CONTROL
 HN0289  ______________________________________________________________________
 HN0289* NAD 83(1986) POSITION- 37 25 30.     (N) 110 33 25.     (W)   SCALED
 HN0289* NAVD 88 ORTHO HEIGHT -  1340.261 (meters)     4397.17  (feet) ADJUSTED
 HN0289  ______________________________________________________________________
 HN0289  GEOID HEIGHT    -        -22.245 (meters)                     GEOID18
 HN0289  DYNAMIC HEIGHT  -       1338.719 (meters)     4392.11  (feet) COMP
 HN0289  MODELED GRAVITY -    979,434.8   (mgal)                       NAVD 88
 HN0289
 HN0289  VERT ORDER      -  FIRST     CLASS II
 HN0289
 HN0289.The horizontal coordinates were scaled from a map and have
 HN0289.an estimated accuracy of +/- 6 seconds.
 HN0289
 HN0289.The orthometric height was determined by differential leveling and
 HN0289.adjusted by the NATIONAL GEODETIC SURVEY
 HN0289.in June 1991.
 HN0289
 HN0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0289.GEOID18 height accuracy estimate available here.
 HN0289
 HN0289.Click photographs - Photos may exist for this station.
 HN0289
 HN0289.The dynamic height is computed by dividing the NAVD 88
 HN0289.geopotential number by the normal gravity value computed on the
 HN0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0289.degrees latitude (g = 980.6199 gals.).
 HN0289
 HN0289.The modeled gravity was interpolated from observed gravity values.
 HN0289
 HN0289;                    North         East    Units  Estimated Accuracy
 HN0289;SPC UT S     - 3,084,580.      583,470.      MT  (+/- 180 meters Scaled)
 HN0289
 HN0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG392421(NAD 83)
 HN0289
 HN0289                          SUPERSEDED SURVEY CONTROL
 HN0289
 HN0289  NGVD 29 (??/??/92) 1339.215  (m)         4393.74   (f) ADJ UNCH    1 2
 HN0289
 HN0289.Superseded values are not recommended for survey control.
 HN0289
 HN0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0289.See file dsdata.pdf to determine how the superseded data were derived.
 HN0289
 HN0289_MARKER: DB = BENCH MARK DISK
 HN0289_SETTING: 66 = SET IN ROCK OUTCROP
 HN0289_STAMPING: F 148 1962
 HN0289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0289+STABILITY: POSITION/ELEVATION WELL
 HN0289
 HN0289  HISTORY     - Date     Condition        Report By
 HN0289  HISTORY     - 1962     MONUMENTED       CGS
 HN0289
 HN0289                          STATION DESCRIPTION
 HN0289
 HN0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0289'52.25 MI SW FROM FRY CANYON.
 HN0289'12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE AT FRY
 HN0289'CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD. THENCE
 HN0289'15.0 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH CLAY HILLS
 HN0289'DIVIDE.  THENCE 5.25 MILES NORTHWEST ALONG A BULLDOZED ROAD LEADING TO
 HN0289'HALLS CROSSING ON THE COLORADO RIVER, 12.7 MILES WEST OF GREEN WATER
 HN0289'SPRING, ABOUT 0.3 MILE SOUTH OF THREE SANDSTONE HILLS, ON THE
 HN0289'NORTHWEST SIDE OF A SANDSTONE OUTCROP WHICH IS ABOUT 10 FEET HIGH, 57
 HN0289'FEET NORTH-NORTHEAST OF THE CENTERLINE OF THE ROAD, 32 FEET NORTHWEST
 HN0289'OF THE HIGHEST POINT OF THE SANDSTONE OUTCROP, ABOUT 3 1/2 FEET ABOVE
 HN0289'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A SMALL RIDGE OF THE
 HN0289'SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0242 ***********************************************************************
 HN0242  DESIGNATION -  F 149
 HN0242  PID         -  HN0242
 HN0242  STATE/COUNTY-  UT/SAN JUAN
 HN0242  COUNTRY     -  US
 HN0242  USGS QUAD   -  ALCOVE CANYON (2017)
 HN0242
 HN0242                         *CURRENT SURVEY CONTROL
 HN0242  ______________________________________________________________________
 HN0242* NAD 83(1986) POSITION- 37 19 22.     (N) 110 39 44.     (W)   SCALED
 HN0242* NAVD 88 ORTHO HEIGHT -  1451.307 (meters)     4761.50  (feet) ADJUSTED
 HN0242  ______________________________________________________________________
 HN0242  GEOID HEIGHT    -        -22.402 (meters)                     GEOID18
 HN0242  DYNAMIC HEIGHT  -       1449.657 (meters)     4756.08  (feet) COMP
 HN0242  MODELED GRAVITY -    979,443.7   (mgal)                       NAVD 88
 HN0242
 HN0242  VERT ORDER      -  FIRST     CLASS II
 HN0242
 HN0242.The horizontal coordinates were scaled from a map and have
 HN0242.an estimated accuracy of +/- 6 seconds.
 HN0242
 HN0242.The orthometric height was determined by differential leveling and
 HN0242.adjusted by the NATIONAL GEODETIC SURVEY
 HN0242.in June 1991.
 HN0242
 HN0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0242.GEOID18 height accuracy estimate available here.
 HN0242
 HN0242.Click photographs - Photos may exist for this station.
 HN0242
 HN0242.The dynamic height is computed by dividing the NAVD 88
 HN0242.geopotential number by the normal gravity value computed on the
 HN0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0242.degrees latitude (g = 980.6199 gals.).
 HN0242
 HN0242.The modeled gravity was interpolated from observed gravity values.
 HN0242
 HN0242;                    North         East    Units  Estimated Accuracy
 HN0242;SPC UT S     - 3,073,150.      574,250.      MT  (+/- 180 meters Scaled)
 HN0242
 HN0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG299307(NAD 83)
 HN0242
 HN0242                          SUPERSEDED SURVEY CONTROL
 HN0242
 HN0242  NGVD 29 (??/??/92) 1450.303  (m)         4758.20   (f) ADJ UNCH    1 2
 HN0242
 HN0242.Superseded values are not recommended for survey control.
 HN0242
 HN0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0242.See file dsdata.pdf to determine how the superseded data were derived.
 HN0242
 HN0242_MARKER: DB = BENCH MARK DISK
 HN0242_SETTING: 66 = SET IN ROCK OUTCROP
 HN0242_STAMPING: F 149 1962
 HN0242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0242+STABILITY: POSITION/ELEVATION WELL
 HN0242
 HN0242  HISTORY     - Date     Condition        Report By
 HN0242  HISTORY     - 1962     MONUMENTED       CGS
 HN0242
 HN0242                          STATION DESCRIPTION
 HN0242
 HN0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0242'62.0 MI SW FROM FRY CANYON.
 HN0242'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0242'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0242'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0242'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0242'TRAIL ROAD.  THENCE 7.4 MILES SOUTHWEST ALONG A TRAIL ROAD.  45 FEET
 HN0242'SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A
 HN0242'SANDSTONE OUTCROP WHICH IS NORTHWEST OF AND AT THE FOOT OF A BEEHIVE
 HN0242'SHAPED HILL, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0214 ***********************************************************************
 HN0214  DESIGNATION -  F 150
 HN0214  PID         -  HN0214
 HN0214  STATE/COUNTY-  UT/SAN JUAN
 HN0214  COUNTRY     -  US
 HN0214  USGS QUAD   -  WILSON CREEK (2017)
 HN0214
 HN0214                         *CURRENT SURVEY CONTROL
 HN0214  ______________________________________________________________________
 HN0214* NAD 83(1986) POSITION- 37 14 36.     (N) 110 50 43.     (W)   SCALED
 HN0214* NAVD 88 ORTHO HEIGHT -  1341.869 (meters)     4402.45  (feet) ADJUSTED
 HN0214  ______________________________________________________________________
 HN0214  GEOID HEIGHT    -        -22.673 (meters)                     GEOID18
 HN0214  DYNAMIC HEIGHT  -       1340.336 (meters)     4397.42  (feet) COMP
 HN0214  MODELED GRAVITY -    979,442.8   (mgal)                       NAVD 88
 HN0214
 HN0214  VERT ORDER      -  FIRST     CLASS II
 HN0214
 HN0214.The horizontal coordinates were scaled from a map and have
 HN0214.an estimated accuracy of +/- 6 seconds.
 HN0214
 HN0214.The orthometric height was determined by differential leveling and
 HN0214.adjusted by the NATIONAL GEODETIC SURVEY
 HN0214.in June 1991.
 HN0214
 HN0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0214.GEOID18 height accuracy estimate available here.
 HN0214
 HN0214.Click photographs - Photos may exist for this station.
 HN0214
 HN0214.The dynamic height is computed by dividing the NAVD 88
 HN0214.geopotential number by the normal gravity value computed on the
 HN0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0214.degrees latitude (g = 980.6199 gals.).
 HN0214
 HN0214.The modeled gravity was interpolated from observed gravity values.
 HN0214
 HN0214;                    North         East    Units  Estimated Accuracy
 HN0214;SPC UT S     - 3,064,200.      558,090.      MT  (+/- 180 meters Scaled)
 HN0214
 HN0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG137218(NAD 83)
 HN0214
 HN0214                          SUPERSEDED SURVEY CONTROL
 HN0214
 HN0214  NGVD 29 (??/??/92) 1340.867  (m)         4399.16   (f) ADJ UNCH    1 2
 HN0214
 HN0214.Superseded values are not recommended for survey control.
 HN0214
 HN0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0214.See file dsdata.pdf to determine how the superseded data were derived.
 HN0214
 HN0214_MARKER: DB = BENCH MARK DISK
 HN0214_SETTING: 66 = SET IN ROCK OUTCROP
 HN0214_STAMPING: F 150 1962
 HN0214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0214+STABILITY: POSITION/ELEVATION WELL
 HN0214
 HN0214  HISTORY     - Date     Condition        Report By
 HN0214  HISTORY     - 1962     MONUMENTED       CGS
 HN0214
 HN0214                          STATION DESCRIPTION
 HN0214
 HN0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0214'78.35 MI SW FROM FRY CANYON.
 HN0214'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0214'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0214'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0214'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0214'TRAIL ROAD.  THENCE 19.65 MILES SOUTHWEST ALONG A TRAIL ROAD.  THENCE
 HN0214'4.1 MILES WEST-SOUTHWEST ACROSS COUNTRY TOWARD HOLE-IN-THE-ROCK.  SET
 HN0214'IN THE TOP OF A SANDSTONE OUTCROP, 23 FEET SOUTHWEST OF THE SOUTHWEST
 HN0214'EDGE OF A SANDY AREA, 54.0 FEET SOUTHWEST OF A METAL WITNESS POST, AND
 HN0214'ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0418 ***********************************************************************
 HN0418  DESIGNATION -  F 151
 HN0418  PID         -  HN0418
 HN0418  STATE/COUNTY-  UT/KANE
 HN0418  COUNTRY     -  US
 HN0418  USGS QUAD   -  SMOKY HOLLOW (2017)
 HN0418
 HN0418                         *CURRENT SURVEY CONTROL
 HN0418  ______________________________________________________________________
 HN0418* NAD 83(1986) POSITION- 37 07 59.     (N) 111 23 27.     (W)   SCALED
 HN0418* NAVD 88 ORTHO HEIGHT -  1324.840 (meters)     4346.58  (feet) ADJUSTED
 HN0418  ______________________________________________________________________
 HN0418  GEOID HEIGHT    -        -23.194 (meters)                     GEOID18
 HN0418  DYNAMIC HEIGHT  -       1323.274 (meters)     4341.44  (feet) COMP
 HN0418  MODELED GRAVITY -    979,404.3   (mgal)                       NAVD 88
 HN0418
 HN0418  VERT ORDER      -  FIRST     CLASS II
 HN0418
 HN0418.The horizontal coordinates were scaled from a map and have
 HN0418.an estimated accuracy of +/- 6 seconds.
 HN0418
 HN0418.The orthometric height was determined by differential leveling and
 HN0418.adjusted by the NATIONAL GEODETIC SURVEY
 HN0418.in June 1991.
 HN0418
 HN0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0418.GEOID18 height accuracy estimate available here.
 HN0418
 HN0418.Click photographs - Photos may exist for this station.
 HN0418
 HN0418.The dynamic height is computed by dividing the NAVD 88
 HN0418.geopotential number by the normal gravity value computed on the
 HN0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0418.degrees latitude (g = 980.6199 gals.).
 HN0418
 HN0418.The modeled gravity was interpolated from observed gravity values.
 HN0418
 HN0418;                    North         East    Units  Estimated Accuracy
 HN0418;SPC UT S     - 3,051,770.      509,700.      MT  (+/- 180 meters Scaled)
 HN0418
 HN0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG652097(NAD 83)
 HN0418
 HN0418                          SUPERSEDED SURVEY CONTROL
 HN0418
 HN0418  NGVD 29 (??/??/92) 1323.856  (m)         4343.35   (f) ADJ UNCH    1 2
 HN0418
 HN0418.Superseded values are not recommended for survey control.
 HN0418
 HN0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0418.See file dsdata.pdf to determine how the superseded data were derived.
 HN0418
 HN0418_MARKER: DB = BENCH MARK DISK
 HN0418_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0418_STAMPING: F 151 1962
 HN0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0418
 HN0418  HISTORY     - Date     Condition        Report By
 HN0418  HISTORY     - 1962     MONUMENTED       CGS
 HN0418  HISTORY     - 1979     GOOD             USGS
 HN0418  HISTORY     - 1979     GOOD             USGS
 HN0418
 HN0418                          STATION DESCRIPTION
 HN0418
 HN0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0418'20.2 MI E FROM GLEN CANYON CITY.
 HN0418'ABOUT 17.75 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0418'SERVICE STATION AT GLEN CANYON CITY.  THENCE 2.45 MILES EAST ALONG A
 HN0418'DIM BULLDOZED TRAIL ROAD, ABOUT 0.2 MILE SOUTH OF A WASH, ON THE CRES
 HN0418'OF A SMALL HILL, 89 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE ROAD,
 HN0418'7.2 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 10 FEET ABOVE THE
 HN0418'LEVEL OF THE ROAD, AND SET IN THE TOP OF A 6-INCH CONCRETE PIPE WHICH
 HN0418'IS FILLED WITH CONCRETE AND WHICH IS EMBEDDED IN CONCRETE AND
 HN0418'PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.
 HN0418
 HN0418                          STATION RECOVERY (1979)
 HN0418
 HN0418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HN0418'TO REACH FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E. ON
 HN0418'GRAIDED DIRT ROAD FOR 13.7 MILES TO ROAD FORKS WITH SIGN ESCALANTE 88
 HN0418'MI. AND GRAND BENCH 27 MI., GO RIGHT E ON ROAD FOR 3.2 MI. TO FORKS,
 HN0418'GO LEFT E. ON ROAD FOR 1.8 MILE TO BEND IN ROAD, LEAVE ROAD GO SSE
 HN0418'ACROSS COUNTARY FOR .4 MI. TO NORTH SIDE OF DRAIN AND END OF TRUCK
 HN0418'TRAVEL, BM IS APPROXIMATELY 1000 FT. SW ON TOP OF RED TOPPED SMALL
 HN0418'HILL. SET IN TOP OF A SIX INCH CONCRETE PIPE.
 HN0418
 HN0418                          STATION RECOVERY (1979)
 HN0418
 HN0418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HN0418'TO REACH FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E. ON
 HN0418'GRAIDED DIRT ROAD FOR 13.7 MILES TO ROAD FORKS WITH SIGN ESCALANTE 88
 HN0418'MI. AND GRAND BENCH 27 MI., GO RIGHT E ON ROAD FOR 3.2 MI. TO FORKS,
 HN0418'GO LEFT E. ON ROAD FOR 1.8 MILE TO BEND IN ROAD, LEAVE ROAD GO SSE
 HN0418'ACROSS COUNTARY FOR .4 MI. TO NORTH SIDE OF DRAIN AND END OF TRUCK
 HN0418'TRAVEL, BM IS APPROXIMATELY 1000 FT. SW ON TOP OF RED TOPPED SMALL
 HN0418'HILL. SET IN TOP OF A SIX INCH CONCRETE PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0278 ***********************************************************************
 HN0278  DESIGNATION -  F 152
 HN0278  PID         -  HN0278
 HN0278  STATE/COUNTY-  UT/KANE
 HN0278  COUNTRY     -  US
 HN0278  USGS QUAD   -  NASJA MESA (2017)
 HN0278
 HN0278                         *CURRENT SURVEY CONTROL
 HN0278  ______________________________________________________________________
 HN0278* NAD 83(1986) POSITION- 37 10 26.     (N) 110 56 52.     (W)   SCALED
 HN0278* NAVD 88 ORTHO HEIGHT -  1311.809 (meters)     4303.83  (feet) ADJUSTED
 HN0278  ______________________________________________________________________
 HN0278  GEOID HEIGHT    -        -22.803 (meters)                     GEOID18
 HN0278  DYNAMIC HEIGHT  -       1310.208 (meters)     4298.57  (feet) COMP
 HN0278  MODELED GRAVITY -    979,367.7   (mgal)                       NAVD 88
 HN0278
 HN0278  VERT ORDER      -  FIRST     CLASS II
 HN0278
 HN0278.The horizontal coordinates were scaled from a map and have
 HN0278.an estimated accuracy of +/- 6 seconds.
 HN0278
 HN0278.The orthometric height was determined by differential leveling and
 HN0278.adjusted by the NATIONAL GEODETIC SURVEY
 HN0278.in June 1991.
 HN0278
 HN0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0278.GEOID18 height accuracy estimate available here.
 HN0278
 HN0278.Click photographs - Photos may exist for this station.
 HN0278
 HN0278.The dynamic height is computed by dividing the NAVD 88
 HN0278.geopotential number by the normal gravity value computed on the
 HN0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0278.degrees latitude (g = 980.6199 gals.).
 HN0278
 HN0278.The modeled gravity was interpolated from observed gravity values.
 HN0278
 HN0278;                    North         East    Units  Estimated Accuracy
 HN0278;SPC UT S     - 3,056,440.      549,040.      MT  (+/- 180 meters Scaled)
 HN0278
 HN0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG046141(NAD 83)
 HN0278
 HN0278                          SUPERSEDED SURVEY CONTROL
 HN0278
 HN0278  NGVD 29 (??/??/92) 1310.719  (m)         4300.25   (f) ADJ UNCH    1 2
 HN0278
 HN0278.Superseded values are not recommended for survey control.
 HN0278
 HN0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0278.See file dsdata.pdf to determine how the superseded data were derived.
 HN0278
 HN0278_MARKER: DB = BENCH MARK DISK
 HN0278_SETTING: 66 = SET IN ROCK OUTCROP
 HN0278_STAMPING: F 152 1962
 HN0278_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0278+STABILITY: POSITION/ELEVATION WELL
 HN0278
 HN0278  HISTORY     - Date     Condition        Report By
 HN0278  HISTORY     - 1962     MONUMENTED       CGS
 HN0278
 HN0278                          STATION DESCRIPTION
 HN0278
 HN0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0278'12.05 MI SW FROM HOLE-IN-THE-ROCK.
 HN0278'12.05 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK. EAST
 HN0278'OF THE BASE OF A SHARP POINT IN THE CLIFFS, SET IN THE TOP OF A ROCK
 HN0278'OUTCROP, ABOUT 5 INCHES ABOVE THE LEVEL OF THE GROUND, 31 FEET
 HN0278'NORTHEAST OF A BOULDER WHICH IS ABOUT 6 FEET HIGH AND IS MARKED WITH
 HN0278'THE LETTERS BM IN WHITE PAINT ON THE NORTH SIDE, 10.8 FEET WEST OF A
 HN0278'METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0465 ***********************************************************************
 HN0465  DESIGNATION -  F 153
 HN0465  PID         -  HN0465
 HN0465  STATE/COUNTY-  UT/KANE
 HN0465  COUNTRY     -  US
 HN0465  USGS QUAD   -  NAVAJO POINT (2017)
 HN0465
 HN0465                         *CURRENT SURVEY CONTROL
 HN0465  ______________________________________________________________________
 HN0465* NAD 83(1986) POSITION- 37 11 28.     (N) 111 01 04.     (W)   SCALED
 HN0465* NAVD 88 ORTHO HEIGHT -  1963.440 (meters)     6441.72  (feet) ADJUSTED
 HN0465  ______________________________________________________________________
 HN0465  GEOID HEIGHT    -        -22.727 (meters)                     GEOID18
 HN0465  DYNAMIC HEIGHT  -       1960.961 (meters)     6433.59  (feet) COMP
 HN0465  MODELED GRAVITY -    979,298.2   (mgal)                       NAVD 88
 HN0465
 HN0465  VERT ORDER      -  FIRST     CLASS II
 HN0465
 HN0465.The horizontal coordinates were scaled from a map and have
 HN0465.an estimated accuracy of +/- 6 seconds.
 HN0465
 HN0465.The orthometric height was determined by differential leveling and
 HN0465.adjusted by the NATIONAL GEODETIC SURVEY
 HN0465.in June 1991.
 HN0465
 HN0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0465.GEOID18 height accuracy estimate available here.
 HN0465
 HN0465.Click photographs - Photos may exist for this station.
 HN0465
 HN0465.The dynamic height is computed by dividing the NAVD 88
 HN0465.geopotential number by the normal gravity value computed on the
 HN0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0465.degrees latitude (g = 980.6199 gals.).
 HN0465
 HN0465.The modeled gravity was interpolated from observed gravity values.
 HN0465
 HN0465;                    North         East    Units  Estimated Accuracy
 HN0465;SPC UT S     - 3,058,320.      542,820.      MT  (+/- 180 meters Scaled)
 HN0465
 HN0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG984160(NAD 83)
 HN0465
 HN0465                          SUPERSEDED SURVEY CONTROL
 HN0465
 HN0465  NGVD 29 (??/??/92) 1962.360  (m)         6438.18   (f) ADJ UNCH    1 2
 HN0465
 HN0465.Superseded values are not recommended for survey control.
 HN0465
 HN0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0465.See file dsdata.pdf to determine how the superseded data were derived.
 HN0465
 HN0465_MARKER: DB = BENCH MARK DISK
 HN0465_SETTING: 66 = SET IN ROCK OUTCROP
 HN0465_STAMPING: F 153 1962
 HN0465_MARK LOGO: CGS
 HN0465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0465+STABILITY: POSITION/ELEVATION WELL
 HN0465
 HN0465  HISTORY     - Date     Condition        Report By
 HN0465  HISTORY     - 1962     MONUMENTED       CGS
 HN0465
 HN0465                          STATION DESCRIPTION
 HN0465
 HN0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0465'14.15 MI SW FROM HOLE IN THE ROCK.
 HN0465'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0465'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0465'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0465'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0465'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0465'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0465'PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0465'HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0465'CLIFFS.  THENCE 2.4 MILES SOUTH-SOUTHEAST ALONG A COW PATH, 14.5 FEET
 HN0465'SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A LARGE ROCK
 HN0465'OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0306 ***********************************************************************
 HN0306  DESIGNATION -  F 154
 HN0306  PID         -  HN0306
 HN0306  STATE/COUNTY-  UT/KANE
 HN0306  COUNTRY     -  US
 HN0306  USGS QUAD   -  HALLS CROSSING (2017)
 HN0306
 HN0306                         *CURRENT SURVEY CONTROL
 HN0306  ______________________________________________________________________
 HN0306* NAD 83(1986) POSITION- 37 26 44.     (N) 110 44 32.     (W)   SCALED
 HN0306* NAVD 88 ORTHO HEIGHT -  1187.106 (meters)     3894.70  (feet) ADJUSTED
 HN0306  ______________________________________________________________________
 HN0306  GEOID HEIGHT    -        -22.496 (meters)                     GEOID18
 HN0306  DYNAMIC HEIGHT  -       1185.776 (meters)     3890.33  (feet) COMP
 HN0306  MODELED GRAVITY -    979,470.7   (mgal)                       NAVD 88
 HN0306
 HN0306  VERT ORDER      -  FIRST     CLASS II
 HN0306
 HN0306.The horizontal coordinates were scaled from a map and have
 HN0306.an estimated accuracy of +/- 6 seconds.
 HN0306
 HN0306.The orthometric height was determined by differential leveling and
 HN0306.adjusted by the NATIONAL GEODETIC SURVEY
 HN0306.in June 1991.
 HN0306
 HN0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0306.GEOID18 height accuracy estimate available here.
 HN0306
 HN0306.Click photographs - Photos may exist for this station.
 HN0306
 HN0306.The dynamic height is computed by dividing the NAVD 88
 HN0306.geopotential number by the normal gravity value computed on the
 HN0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0306.degrees latitude (g = 980.6199 gals.).
 HN0306
 HN0306.The modeled gravity was interpolated from observed gravity values.
 HN0306
 HN0306;                    North         East    Units  Estimated Accuracy
 HN0306;SPC UT S     - 3,086,720.      567,050.      MT  (+/- 180 meters Scaled)
 HN0306
 HN0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG228443(NAD 83)
 HN0306
 HN0306                          SUPERSEDED SURVEY CONTROL
 HN0306
 HN0306  NGVD 29 (??/??/92) 1186.078  (m)         3891.32   (f) ADJ UNCH    1 2
 HN0306
 HN0306.Superseded values are not recommended for survey control.
 HN0306
 HN0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0306.See file dsdata.pdf to determine how the superseded data were derived.
 HN0306
 HN0306_MARKER: DB = BENCH MARK DISK
 HN0306_SETTING: 66 = SET IN ROCK OUTCROP
 HN0306_STAMPING: F 154 1962
 HN0306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0306+STABILITY: POSITION/ELEVATION WELL
 HN0306
 HN0306  HISTORY     - Date     Condition        Report By
 HN0306  HISTORY     - 1962     MONUMENTED       CGS
 HN0306
 HN0306                          STATION DESCRIPTION
 HN0306
 HN0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0306'18.15 MI S FROM HALL DIVIDE.
 HN0306'7.6 MILES SOUTH-SOUTHEAST ALONG HALL CREEK FROM THE TOP OF HALL
 HN0306'DIVIDE.  THENCE 10.55 MILES SOUTH-SOUTHEAST ACROSS COUNTRY TOWARDS THE
 HN0306'COLORADO RIVER, ABOUT 0.2 MILE EAST OF A DEEP CANYON, 0.1 MILE
 HN0306'WEST-SOUTHWEST OF BENCH MARK X 148 WHICH IS ON THE WEST RIM OF THE
 HN0306'COLORADO RIVER, AND SET IN BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0422 ***********************************************************************
 MS0422  DESIGNATION -  F 155
 MS0422  PID         -  MS0422
 MS0422  STATE/COUNTY-  UT/BOX ELDER
 MS0422  COUNTRY     -  US
 MS0422  USGS QUAD   -  BOVINE SE (2017)
 MS0422
 MS0422                         *CURRENT SURVEY CONTROL
 MS0422  ______________________________________________________________________
 MS0422* NAD 83(1986) POSITION- 41 18 35.     (N) 113 34 47.     (W)   SCALED
 MS0422* NAVD 88 ORTHO HEIGHT -  1286.910 (meters)     4222.14  (feet) ADJUSTED
 MS0422  ______________________________________________________________________
 MS0422  GEOID HEIGHT    -        -16.945 (meters)                     GEOID18
 MS0422  DYNAMIC HEIGHT  -       1286.010 (meters)     4219.18  (feet) COMP
 MS0422  MODELED GRAVITY -    979,879.3   (mgal)                       NAVD 88
 MS0422
 MS0422  VERT ORDER      -  SECOND    CLASS 0
 MS0422
 MS0422.The horizontal coordinates were scaled from a map and have
 MS0422.an estimated accuracy of +/- 6 seconds.
 MS0422
 MS0422.The orthometric height was determined by differential leveling and
 MS0422.adjusted by the NATIONAL GEODETIC SURVEY
 MS0422.in June 1991.
 MS0422
 MS0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0422.GEOID18 height accuracy estimate available here.
 MS0422
 MS0422.Click photographs - Photos may exist for this station.
 MS0422
 MS0422.The dynamic height is computed by dividing the NAVD 88
 MS0422.geopotential number by the normal gravity value computed on the
 MS0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0422.degrees latitude (g = 980.6199 gals.).
 MS0422
 MS0422.The modeled gravity was interpolated from observed gravity values.
 MS0422
 MS0422;                    North         East    Units  Estimated Accuracy
 MS0422;SPC UT N     - 1,110,510.      325,870.      MT  (+/- 180 meters Scaled)
 MS0422
 MS0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL840763(NAD 83)
 MS0422
 MS0422                          SUPERSEDED SURVEY CONTROL
 MS0422
 MS0422  NGVD 29 (??/??/92) 1285.92   (m)         4218.9    (f) COMPUTED    2 0
 MS0422
 MS0422.Superseded values are not recommended for survey control.
 MS0422
 MS0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0422.See file dsdata.pdf to determine how the superseded data were derived.
 MS0422
 MS0422_MARKER: DB = BENCH MARK DISK
 MS0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0422_STAMPING: F 155 1966
 MS0422_MARK LOGO: CGS
 MS0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0422+STABILITY: SURFACE MOTION
 MS0422
 MS0422  HISTORY     - Date     Condition        Report By
 MS0422  HISTORY     - 1966     MONUMENTED       CGS
 MS0422
 MS0422                          STATION DESCRIPTION
 MS0422
 MS0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0422'17.6 MI E FROM LUCIN.
 MS0422'17.6 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE CROSSING
 MS0422'OF STATE HIGHWAY 70 AT LUCIN, 8 FEET NORTH OF MILE POST 697, 65.9 FEET
 MS0422'NORTH OF THE NORTH RAIL, 2.5 FEET SOUTH OF A WITNESS POST, ABOUT 6
 MS0422'FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING
 MS0422'0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0160 ***********************************************************************
 LO0160  DESIGNATION -  F 159
 LO0160  PID         -  LO0160
 LO0160  STATE/COUNTY-  UT/SUMMIT
 LO0160  COUNTRY     -  US
 LO0160  USGS QUAD   -  MIRROR LAKE (2017)
 LO0160
 LO0160                         *CURRENT SURVEY CONTROL
 LO0160  ______________________________________________________________________
 LO0160* NAD 83(1986) POSITION- 40 37 38.     (N) 110 57 35.     (W)   SCALED
 LO0160* NAVD 88 ORTHO HEIGHT -  2690.877 (meters)     8828.32  (feet) ADJUSTED
 LO0160  ______________________________________________________________________
 LO0160  GEOID HEIGHT    -        -13.278 (meters)                     GEOID18
 LO0160  DYNAMIC HEIGHT  -       2688.050 (meters)     8819.04  (feet) COMP
 LO0160  MODELED GRAVITY -    979,475.6   (mgal)                       NAVD 88
 LO0160
 LO0160  VERT ORDER      -  SECOND    CLASS 0
 LO0160
 LO0160.The horizontal coordinates were scaled from a map and have
 LO0160.an estimated accuracy of +/- 6 seconds.
 LO0160
 LO0160.The orthometric height was determined by differential leveling and
 LO0160.adjusted by the NATIONAL GEODETIC SURVEY
 LO0160.in June 1991.
 LO0160
 LO0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0160.GEOID18 height accuracy estimate available here.
 LO0160
 LO0160.Click photographs - Photos may exist for this station.
 LO0160
 LO0160.The dynamic height is computed by dividing the NAVD 88
 LO0160.geopotential number by the normal gravity value computed on the
 LO0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0160.degrees latitude (g = 980.6199 gals.).
 LO0160
 LO0160.The modeled gravity was interpolated from observed gravity values.
 LO0160
 LO0160;                    North         East    Units  Estimated Accuracy
 LO0160;SPC UT N     - 1,032,780.      545,710.      MT  (+/- 180 meters Scaled)
 LO0160
 LO0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK034973(NAD 83)
 LO0160
 LO0160                          SUPERSEDED SURVEY CONTROL
 LO0160
 LO0160  NGVD 29 (??/??/92) 2689.381  (m)         8823.41   (f) ADJ UNCH    2 0
 LO0160
 LO0160.Superseded values are not recommended for survey control.
 LO0160
 LO0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0160.See file dsdata.pdf to determine how the superseded data were derived.
 LO0160
 LO0160_MARKER: DB = BENCH MARK DISK
 LO0160_SETTING: 80 = SET IN A BOULDER
 LO0160_STAMPING: F 159 1962
 LO0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0160+STABILITY: SURFACE MOTION
 LO0160
 LO0160  HISTORY     - Date     Condition        Report By
 LO0160  HISTORY     - 1962     MONUMENTED       CGS
 LO0160
 LO0160                          STATION DESCRIPTION
 LO0160
 LO0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0160'22.2 MI E FROM KAMAS.
 LO0160'22.2 MILES EAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0160'HIGHWAY 189 ALTERNATE AT KAMAS, 0.1 MILE NORTHEAST OF THE JUNCTION OF
 LO0160'A ROAD EAST TO DUCHESNE RIVER, IN THE TOP OF A 6- BY 6- FOOT BOULDER
 LO0160'WHICH PROJECTS 2 1/2 FEET ABOVE THE GROUND, 62 FEET NORTHWEST OF THE
 LO0160'CENTER LINE OF THE HIGHWAY, 91 FEET WEST AND ACROSS THE HIGHWAY FROM
 LO0160'THE NORTHWEST WOODEN POST SUPPORTING A BALD MTN. ELEV. 11,947 FT.
 LO0160'SIGN, 21 FEET NORTHWEST OF A WITNESS POST, AND ABOUT 7 FEET HIGHER
 LO0160'THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0019 ***********************************************************************
 KN0019  DESIGNATION -  F 16
 KN0019  PID         -  KN0019
 KN0019  STATE/COUNTY-  UT/EMERY
 KN0019  COUNTRY     -  US
 KN0019  USGS QUAD   -  DESERT (2017)
 KN0019
 KN0019                         *CURRENT SURVEY CONTROL
 KN0019  ______________________________________________________________________
 KN0019* NAD 83(1986) POSITION- 39 04 22.     (N) 110 18 55.     (W)   SCALED
 KN0019* NAVD 88 ORTHO HEIGHT -  1358.641 (meters)     4457.47  (feet) ADJUSTED
 KN0019  ______________________________________________________________________
 KN0019  GEOID HEIGHT    -        -19.598 (meters)                     GEOID18
 KN0019  DYNAMIC HEIGHT  -       1357.319 (meters)     4453.14  (feet) COMP
 KN0019  MODELED GRAVITY -    979,608.4   (mgal)                       NAVD 88
 KN0019
 KN0019  VERT ORDER      -  FIRST     CLASS II
 KN0019
 KN0019.The horizontal coordinates were scaled from a map and have
 KN0019.an estimated accuracy of +/- 6 seconds.
 KN0019
 KN0019.The orthometric height was determined by differential leveling and
 KN0019.adjusted by the NATIONAL GEODETIC SURVEY
 KN0019.in June 1991.
 KN0019
 KN0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0019.GEOID18 height accuracy estimate available here.
 KN0019
 KN0019.Click photographs - Photos may exist for this station.
 KN0019
 KN0019.The dynamic height is computed by dividing the NAVD 88
 KN0019.geopotential number by the normal gravity value computed on the
 KN0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0019.degrees latitude (g = 980.6199 gals.).
 KN0019
 KN0019.The modeled gravity was interpolated from observed gravity values.
 KN0019
 KN0019;                    North         East    Units  Estimated Accuracy
 KN0019;SPC UT C     - 2,082,770.      602,520.      MT  (+/- 180 meters Scaled)
 KN0019
 KN0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ592250(NAD 83)
 KN0019
 KN0019                          SUPERSEDED SURVEY CONTROL
 KN0019
 KN0019  NGVD 29 (??/??/92) 1357.646  (m)         4454.21   (f) ADJ UNCH    1 2
 KN0019
 KN0019.Superseded values are not recommended for survey control.
 KN0019
 KN0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0019.See file dsdata.pdf to determine how the superseded data were derived.
 KN0019
 KN0019_MARKER: DB = BENCH MARK DISK
 KN0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0019_STAMPING: 4454.210 F 16 1927
 KN0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0019+STABILITY: SURFACE MOTION
 KN0019
 KN0019  HISTORY     - Date     Condition        Report By
 KN0019  HISTORY     - 1927     MONUMENTED       CGS
 KN0019  HISTORY     - 1934     GOOD             CGS
 KN0019
 KN0019                          STATION DESCRIPTION
 KN0019
 KN0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0019'11.5 MI NW FROM GREEN RIVER.
 KN0019'11.5 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0019'FROM GREEN RIVER, EMERY COUNTY, 0.4 MILE SOUTHEAST OF MILEPOST 567,
 KN0019'BETWEEN THE RAILROAD AND A HIGHWAY, AND 43 FEET SOUTHWEST OF THE
 KN0019'CENTERLINE OF THE TRACK.  A STANDARD DISK STAMPED 4454.210 F 16 1927
 KN0019'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0174 ***********************************************************************
 LO0174  DESIGNATION -  F 160
 LO0174  PID         -  LO0174
 LO0174  STATE/COUNTY-  UT/DUCHESNE
 LO0174  COUNTRY     -  US
 LO0174  USGS QUAD   -  MIRROR LAKE (2017)
 LO0174
 LO0174                         *CURRENT SURVEY CONTROL
 LO0174  ______________________________________________________________________
 LO0174* NAD 83(1986) POSITION- 40 41 32.40   (N) 110 53 44.16   (W)   HD_HELD1
 LO0174* NAVD 88 ORTHO HEIGHT -  3205.051 (meters)    10515.24  (feet) ADJUSTED
 LO0174  ______________________________________________________________________
 LO0174  GEOID HEIGHT    -        -12.825 (meters)                     GEOID18
 LO0174  DYNAMIC HEIGHT  -       3201.570 (meters)    10503.82  (feet) COMP
 LO0174  MODELED GRAVITY -    979,419.0   (mgal)                       NAVD 88
 LO0174
 LO0174  VERT ORDER      -  SECOND    CLASS 0
 LO0174
 LO0174.The horizontal coordinates were determined by differentially corrected
 LO0174.hand held GPS observations or other comparable positioning techniques
 LO0174.and have an estimated accuracy of +/- 3 meters.
 LO0174
 LO0174.The orthometric height was determined by differential leveling and
 LO0174.adjusted by the NATIONAL GEODETIC SURVEY
 LO0174.in June 1991.
 LO0174
 LO0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0174.GEOID18 height accuracy estimate available here.
 LO0174
 LO0174.Click photographs - Photos may exist for this station.
 LO0174
 LO0174.The dynamic height is computed by dividing the NAVD 88
 LO0174.geopotential number by the normal gravity value computed on the
 LO0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0174.degrees latitude (g = 980.6199 gals.).
 LO0174
 LO0174.The modeled gravity was interpolated from observed gravity values.
 LO0174
 LO0174;                    North         East    Units  Estimated Accuracy
 LO0174;SPC UT C     - 2,262,077.3     551,087.2     MT  (+/- 3 meters HH1 GPS) 
 LO0174
 LO0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL0882004609(NAD 83)
 LO0174
 LO0174                          SUPERSEDED SURVEY CONTROL
 LO0174
 LO0174  NGVD 29 (??/??/92) 3203.488  (m)        10510.11   (f) ADJ UNCH    2 0
 LO0174
 LO0174.Superseded values are not recommended for survey control.
 LO0174
 LO0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0174.See file dsdata.pdf to determine how the superseded data were derived.
 LO0174
 LO0174_MARKER: DB = BENCH MARK DISK
 LO0174_SETTING: 66 = SET IN ROCK OUTCROP
 LO0174_STAMPING: F 160 1962
 LO0174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0174+STABILITY: POSITION/ELEVATION WELL
 LO0174
 LO0174  HISTORY     - Date     Condition        Report By
 LO0174  HISTORY     - 1962     MONUMENTED       CGS
 LO0174
 LO0174                          STATION DESCRIPTION
 LO0174
 LO0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0174'30.9 MI NE FROM KAMAS.
 LO0174'30.9 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0174'HIGHWAY 189 ALTERNATE AT KAMAS, AT HAYDENS PEAK LOOKOUT POINT, IN THE
 LO0174'TOP OF A LARGE OUTCROP, 52 FEET NORTHEAST OF THE CENTER LINE OF THE
 LO0174'HIGHWAY, 8.6 FEET NORTHEAST OF A WITNESS POST, AND ABOUT LEVEL WITH
 LO0174'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0329 ***********************************************************************
 LO0329  DESIGNATION -  F 161
 LO0329  PID         -  LO0329
 LO0329  STATE/COUNTY-  UT/SUMMIT
 LO0329  COUNTRY     -  US
 LO0329  USGS QUAD   -  COALVILLE (2017)
 LO0329
 LO0329                         *CURRENT SURVEY CONTROL
 LO0329  ______________________________________________________________________
 LO0329* NAD 83(1986) POSITION- 40 55 22.     (N) 111 23 00.     (W)   SCALED
 LO0329* NAVD 88 ORTHO HEIGHT -  1727.167 (meters)     5666.55  (feet) ADJUSTED
 LO0329  ______________________________________________________________________
 LO0329  GEOID HEIGHT    -        -15.805 (meters)                     GEOID18
 LO0329  DYNAMIC HEIGHT  -       1725.633 (meters)     5661.51  (feet) COMP
 LO0329  MODELED GRAVITY -    979,675.7   (mgal)                       NAVD 88
 LO0329
 LO0329  VERT ORDER      -  SECOND    CLASS 0
 LO0329
 LO0329.The horizontal coordinates were scaled from a map and have
 LO0329.an estimated accuracy of +/- 6 seconds.
 LO0329
 LO0329.The orthometric height was determined by differential leveling and
 LO0329.adjusted by the NATIONAL GEODETIC SURVEY
 LO0329.in June 1991.
 LO0329
 LO0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0329.GEOID18 height accuracy estimate available here.
 LO0329
 LO0329.Click photographs - Photos may exist for this station.
 LO0329
 LO0329.The dynamic height is computed by dividing the NAVD 88
 LO0329.geopotential number by the normal gravity value computed on the
 LO0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0329.degrees latitude (g = 980.6199 gals.).
 LO0329
 LO0329.The modeled gravity was interpolated from observed gravity values.
 LO0329
 LO0329;                    North         East    Units  Estimated Accuracy
 LO0329;SPC UT N     - 1,065,460.      509,830.      MT  (+/- 180 meters Scaled)
 LO0329
 LO0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL677302(NAD 83)
 LO0329
 LO0329                          SUPERSEDED SURVEY CONTROL
 LO0329
 LO0329  NGVD 29 (??/??/92) 1725.901  (m)         5662.39   (f) ADJ UNCH    2 0
 LO0329
 LO0329.Superseded values are not recommended for survey control.
 LO0329
 LO0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0329.See file dsdata.pdf to determine how the superseded data were derived.
 LO0329
 LO0329_MARKER: DB = BENCH MARK DISK
 LO0329_SETTING: 66 = SET IN ROCK OUTCROP
 LO0329_STAMPING: F 161 1962
 LO0329_MARK LOGO: CGS
 LO0329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0329+STABILITY: POSITION/ELEVATION WELL
 LO0329
 LO0329  HISTORY     - Date     Condition        Report By
 LO0329  HISTORY     - 1962     MONUMENTED       CGS
 LO0329  HISTORY     - 20120424 MARK NOT FOUND   GEOCAC
 LO0329
 LO0329                          STATION DESCRIPTION
 LO0329
 LO0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0329'1.00 MI E FROM COALVILLE.
 LO0329'1.0 MILE EAST ALONG STATE HIGHWAY 133 FROM THE COURT HOUSE AT
 LO0329'COALVILLE, ON THE INSIDE OF A CURVE, SET VERTICALLY IN THE SOUTH FACE
 LO0329'OF A ROCK CUT, 19 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 63
 LO0329'NORTHWEST AND ACROSS THE HIGHWAY FROM TELEPHONE POLE 5230, ABOUT 3
 LO0329'FEET HIGHER THAN THE HIGHWAY, AND 2.7 FEET ABOVE THE GROUND.
 LO0329
 LO0329                          STATION RECOVERY (2012)
 LO0329
 LO0329'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 LO0329'SEVERAL FEET OF THE ROCK FACE HAVE BEEN REMOVED AND A VERTICAL
 LO0329'CONCRETE RETAINING INSTALLED IN PREPARATION FOR THE POSSIBLE WIDENING
 LO0329'OF THE HIGHWAY IN THIS AREA. IT APPEARS THAT THE MARK HAS BEEN
 LO0329'DESTROYED IN THE PROCESS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0196 ***********************************************************************
 LO0196  DESIGNATION -  F 162
 LO0196  PID         -  LO0196
 LO0196  STATE/COUNTY-  UT/SUMMIT
 LO0196  COUNTRY     -  US
 LO0196  USGS QUAD   -  CHRISTMAS MEADOWS (2017)
 LO0196
 LO0196                         *CURRENT SURVEY CONTROL
 LO0196  ______________________________________________________________________
 LO0196* NAD 83(1986) POSITION- 40 52 18.     (N) 110 50 04.     (W)   SCALED
 LO0196* NAVD 88 ORTHO HEIGHT -  2587.625 (meters)     8489.57  (feet) ADJUSTED
 LO0196  ______________________________________________________________________
 LO0196  GEOID HEIGHT    -        -13.093 (meters)                     GEOID18
 LO0196  DYNAMIC HEIGHT  -       2584.974 (meters)     8480.87  (feet) COMP
 LO0196  MODELED GRAVITY -    979,505.4   (mgal)                       NAVD 88
 LO0196
 LO0196  VERT ORDER      -  SECOND    CLASS 0
 LO0196
 LO0196.The horizontal coordinates were scaled from a map and have
 LO0196.an estimated accuracy of +/- 6 seconds.
 LO0196
 LO0196.The orthometric height was determined by differential leveling and
 LO0196.adjusted by the NATIONAL GEODETIC SURVEY
 LO0196.in June 1991.
 LO0196
 LO0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0196.GEOID18 height accuracy estimate available here.
 LO0196
 LO0196.Click photographs - Photos may exist for this station.
 LO0196
 LO0196.The dynamic height is computed by dividing the NAVD 88
 LO0196.geopotential number by the normal gravity value computed on the
 LO0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0196.degrees latitude (g = 980.6199 gals.).
 LO0196
 LO0196.The modeled gravity was interpolated from observed gravity values.
 LO0196
 LO0196;                    North         East    Units  Estimated Accuracy
 LO0196;SPC UT N     - 1,060,000.      556,100.      MT  (+/- 180 meters Scaled)
 LO0196
 LO0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL139245(NAD 83)
 LO0196
 LO0196                          SUPERSEDED SURVEY CONTROL
 LO0196
 LO0196  NGVD 29 (??/??/92) 2586.103  (m)         8484.57   (f) ADJ UNCH    2 0
 LO0196
 LO0196.Superseded values are not recommended for survey control.
 LO0196
 LO0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0196.See file dsdata.pdf to determine how the superseded data were derived.
 LO0196
 LO0196_MARKER: DD = SURVEY DISK
 LO0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0196_SP_SET: CURB
 LO0196_STAMPING: F 162
 LO0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0196
 LO0196  HISTORY     - Date     Condition        Report By
 LO0196  HISTORY     - UNK      MONUMENTED       BPR
 LO0196  HISTORY     - 1962     GOOD             CGS
 LO0196
 LO0196                          STATION DESCRIPTION
 LO0196
 LO0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0196'46.85 MI NE FROM KAMAS.
 LO0196'46.85 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF
 LO0196'U.S. HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP OF THE SOUTHWEST END
 LO0196'OF THE SOUTHEAST CONCRETE CURB OF BRIDGE 45.8 OVER BEAR RIVER, 15 FEET
 LO0196'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 1/2 FEET
 LO0196'HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0585 ***********************************************************************
 HN0585  DESIGNATION -  F 163
 HN0585  PID         -  HN0585
 HN0585  STATE/COUNTY-  UT/GARFIELD
 HN0585  COUNTRY     -  US
 HN0585  USGS QUAD   -  POSY LAKE (2017)
 HN0585
 HN0585                         *CURRENT SURVEY CONTROL
 HN0585  ______________________________________________________________________
 HN0585* NAD 83(1986) POSITION- 37 54 54.     (N) 111 40 17.     (W)   SCALED
 HN0585* NAVD 88 ORTHO HEIGHT -  2313.934 (meters)     7591.63  (feet) ADJUSTED
 HN0585  ______________________________________________________________________
 HN0585  GEOID HEIGHT    -        -18.873 (meters)                     GEOID18
 HN0585  DYNAMIC HEIGHT  -       2311.054 (meters)     7582.18  (feet) COMP
 HN0585  MODELED GRAVITY -    979,301.2   (mgal)                       NAVD 88
 HN0585
 HN0585  VERT ORDER      -  SECOND    CLASS 0
 HN0585
 HN0585.The horizontal coordinates were scaled from a map and have
 HN0585.an estimated accuracy of +/- 6 seconds.
 HN0585
 HN0585.The orthometric height was determined by differential leveling and
 HN0585.adjusted by the NATIONAL GEODETIC SURVEY
 HN0585.in June 1991.
 HN0585
 HN0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0585.GEOID18 height accuracy estimate available here.
 HN0585
 HN0585.Click photographs - Photos may exist for this station.
 HN0585
 HN0585.The dynamic height is computed by dividing the NAVD 88
 HN0585.geopotential number by the normal gravity value computed on the
 HN0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0585.degrees latitude (g = 980.6199 gals.).
 HN0585
 HN0585.The modeled gravity was interpolated from observed gravity values.
 HN0585
 HN0585;                    North         East    Units  Estimated Accuracy
 HN0585;SPC UT S     - 3,138,560.      484,930.      MT  (+/- 180 meters Scaled)
 HN0585
 HN0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG409965(NAD 83)
 HN0585
 HN0585                          SUPERSEDED SURVEY CONTROL
 HN0585
 HN0585  NGVD 29 (??/??/92) 2312.575  (m)         7587.17   (f) ADJ UNCH    2 0
 HN0585
 HN0585.Superseded values are not recommended for survey control.
 HN0585
 HN0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0585.See file dsdata.pdf to determine how the superseded data were derived.
 HN0585
 HN0585_MARKER: DB = BENCH MARK DISK
 HN0585_SETTING: 80 = SET IN A BOULDER
 HN0585_STAMPING: F 163 1962
 HN0585_MARK LOGO: CGS
 HN0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0585+STABILITY: SURFACE MOTION
 HN0585
 HN0585  HISTORY     - Date     Condition        Report By
 HN0585  HISTORY     - 1962     MONUMENTED       CGS
 HN0585  HISTORY     - 1963     GOOD             CGS
 HN0585
 HN0585                          STATION DESCRIPTION
 HN0585
 HN0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0585'12.55 MI N FROM ESCALANTE.
 HN0585'12.55 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 HN0585'ESCALANTE, IN THE TOP OF A 4- BY 4 1/2-FOOT BOULDER WHICH PROJECTS
 HN0585'ABOUT 1 1/2 FEET ABOVE THE GROUND, 84 FEET WEST OF THE CENTER LINE OF
 HN0585'THE ROAD, 24 FEET NORTH OF THE NORTH SIDE OF A 12- BY 16-FOOT BOULDER
 HN0585'WHICH PROJECTS ABOUT 5 FEET, 53.3 FEET WEST OF A WITNESS POST, AND
 HN0585'ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0650 ***********************************************************************
 HN0650  DESIGNATION -  F 164
 HN0650  PID         -  HN0650
 HN0650  STATE/COUNTY-  UT/GARFIELD
 HN0650  COUNTRY     -  US
 HN0650  USGS QUAD   -  UPPER VALLEY (2017)
 HN0650
 HN0650                         *CURRENT SURVEY CONTROL
 HN0650  ______________________________________________________________________
 HN0650* NAD 83(1986) POSITION- 37 40 57.     (N) 111 48 47.     (W)   SCALED
 HN0650* NAVD 88 ORTHO HEIGHT -  2175.737 (meters)     7138.23  (feet) ADJUSTED
 HN0650  ______________________________________________________________________
 HN0650  GEOID HEIGHT    -        -20.024 (meters)                     GEOID18
 HN0650  DYNAMIC HEIGHT  -       2173.052 (meters)     7129.42  (feet) COMP
 HN0650  MODELED GRAVITY -    979,317.8   (mgal)                       NAVD 88
 HN0650
 HN0650  VERT ORDER      -  SECOND    CLASS 0
 HN0650
 HN0650.The horizontal coordinates were scaled from a map and have
 HN0650.an estimated accuracy of +/- 6 seconds.
 HN0650
 HN0650.The orthometric height was determined by differential leveling and
 HN0650.adjusted by the NATIONAL GEODETIC SURVEY
 HN0650.in June 1991.
 HN0650
 HN0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0650.GEOID18 height accuracy estimate available here.
 HN0650
 HN0650.Click photographs - Photos may exist for this station.
 HN0650
 HN0650.The dynamic height is computed by dividing the NAVD 88
 HN0650.geopotential number by the normal gravity value computed on the
 HN0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0650.degrees latitude (g = 980.6199 gals.).
 HN0650
 HN0650.The modeled gravity was interpolated from observed gravity values.
 HN0650
 HN0650;                    North         East    Units  Estimated Accuracy
 HN0650;SPC UT S     - 3,112,790.      472,390.      MT  (+/- 180 meters Scaled)
 HN0650
 HN0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG283708(NAD 83)
 HN0650
 HN0650                          SUPERSEDED SURVEY CONTROL
 HN0650
 HN0650  NGVD 29 (??/??/92) 2174.396  (m)         7133.83   (f) ADJ UNCH    2 0
 HN0650
 HN0650.Superseded values are not recommended for survey control.
 HN0650
 HN0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0650.See file dsdata.pdf to determine how the superseded data were derived.
 HN0650
 HN0650_MARKER: DB = BENCH MARK DISK
 HN0650_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HN0650_SP_SET: FOUNDATION
 HN0650_STAMPING: F 164 1963
 HN0650_MARK LOGO: CGS
 HN0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0650
 HN0650  HISTORY     - Date     Condition        Report By
 HN0650  HISTORY     - 1963     MONUMENTED       CGS
 HN0650
 HN0650                          STATION DESCRIPTION
 HN0650
 HN0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0650'14.9 MI SW FROM ESCALANTE.
 HN0650'14.9 MILES SOUTHWEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD
 HN0650'CHURCH AT ESCALANTE, AT THE JUNCTION OF A DIRT ROAD SOUTHEAST, IN THE
 HN0650'TOP OF THE SOUTHWEST END OF THE CONCRETE FOUNDATION OF A CATTLEGUARD
 HN0650'OVER A DIRT ROAD SOUTHEAST, 60 FEET SOUTHEAST OF THE CENTER LINE OF
 HN0650'THE HIGHWAY, 9 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND
 HN0650'ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0062 ***********************************************************************
 HO0062  DESIGNATION -  F 165
 HO0062  PID         -  HO0062
 HO0062  STATE/COUNTY-  UT/GARFIELD
 HO0062  COUNTRY     -  US
 HO0062  USGS QUAD   -  CANNONVILLE (2017)
 HO0062
 HO0062                         *CURRENT SURVEY CONTROL
 HO0062  ______________________________________________________________________
 HO0062* NAD 83(1986) POSITION- 37 36 03.     (N) 112 03 40.     (W)   SCALED
 HO0062* NAVD 88 ORTHO HEIGHT -  1852.724 (meters)     6078.48  (feet) ADJUSTED
 HO0062  ______________________________________________________________________
 HO0062  GEOID HEIGHT    -        -20.387 (meters)                     GEOID18
 HO0062  DYNAMIC HEIGHT  -       1850.535 (meters)     6071.30  (feet) COMP
 HO0062  MODELED GRAVITY -    979,382.8   (mgal)                       NAVD 88
 HO0062
 HO0062  VERT ORDER      -  SECOND    CLASS 0
 HO0062
 HO0062.The horizontal coordinates were scaled from a map and have
 HO0062.an estimated accuracy of +/- 6 seconds.
 HO0062
 HO0062.The orthometric height was determined by differential leveling and
 HO0062.adjusted by the NATIONAL GEODETIC SURVEY
 HO0062.in June 1991.
 HO0062
 HO0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0062.GEOID18 height accuracy estimate available here.
 HO0062
 HO0062.Click photographs - Photos may exist for this station.
 HO0062
 HO0062.The dynamic height is computed by dividing the NAVD 88
 HO0062.geopotential number by the normal gravity value computed on the
 HO0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0062.degrees latitude (g = 980.6199 gals.).
 HO0062
 HO0062.The modeled gravity was interpolated from observed gravity values.
 HO0062
 HO0062;                    North         East    Units  Estimated Accuracy
 HO0062;SPC UT S     - 3,103,830.      450,450.      MT  (+/- 180 meters Scaled)
 HO0062
 HO0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG063620(NAD 83)
 HO0062
 HO0062                          SUPERSEDED SURVEY CONTROL
 HO0062
 HO0062  NGVD 29 (??/??/92) 1851.451  (m)         6074.30   (f) ADJ UNCH    2 0
 HO0062
 HO0062.Superseded values are not recommended for survey control.
 HO0062
 HO0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0062.See file dsdata.pdf to determine how the superseded data were derived.
 HO0062
 HO0062_MARKER: DB = BENCH MARK DISK
 HO0062_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0062_SP_SET: CULVERT HEADWALL
 HO0062_STAMPING: F 165 1963
 HO0062_MARK LOGO: CGS
 HO0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0062+STABILITY: SURFACE MOTION
 HO0062
 HO0062  HISTORY     - Date     Condition        Report By
 HO0062  HISTORY     - 1963     MONUMENTED       CGS
 HO0062
 HO0062                          STATION DESCRIPTION
 HO0062
 HO0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0062'2.25 MI S FROM TROPIC.
 HO0062'2.25 MILES SOUTH ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT TROPIC,
 HO0062'IN THE TOP OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF A
 HO0062'48-INCH PIPE CULVERT, 21 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 HO0062'AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0615 ***********************************************************************
 HN0615  DESIGNATION -  F 166
 HN0615  PID         -  HN0615
 HN0615  STATE/COUNTY-  UT/GARFIELD
 HN0615  COUNTRY     -  US
 HN0615  USGS QUAD   -  GRIFFIN POINT (2017)
 HN0615
 HN0615                         *CURRENT SURVEY CONTROL
 HN0615  ______________________________________________________________________
 HN0615* NAD 83(1986) POSITION- 37 47 40.     (N) 111 47 52.     (W)   SCALED
 HN0615* NAVD 88 ORTHO HEIGHT -  2149.806 (meters)     7053.16  (feet) ADJUSTED
 HN0615  ______________________________________________________________________
 HN0615  GEOID HEIGHT    -        -19.436 (meters)                     GEOID18
 HN0615  DYNAMIC HEIGHT  -       2147.167 (meters)     7044.50  (feet) COMP
 HN0615  MODELED GRAVITY -    979,325.3   (mgal)                       NAVD 88
 HN0615
 HN0615  VERT ORDER      -  SECOND    CLASS 0
 HN0615
 HN0615.The horizontal coordinates were scaled from a map and have
 HN0615.an estimated accuracy of +/- 6 seconds.
 HN0615
 HN0615.The orthometric height was determined by differential leveling and
 HN0615.adjusted by the NATIONAL GEODETIC SURVEY
 HN0615.in June 1991.
 HN0615
 HN0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0615.GEOID18 height accuracy estimate available here.
 HN0615
 HN0615.Click photographs - Photos may exist for this station.
 HN0615
 HN0615.The dynamic height is computed by dividing the NAVD 88
 HN0615.geopotential number by the normal gravity value computed on the
 HN0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0615.degrees latitude (g = 980.6199 gals.).
 HN0615
 HN0615.The modeled gravity was interpolated from observed gravity values.
 HN0615
 HN0615;                    North         East    Units  Estimated Accuracy
 HN0615;SPC UT S     - 3,125,210.      473,770.      MT  (+/- 180 meters Scaled)
 HN0615
 HN0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG297833(NAD 83)
 HN0615
 HN0615                          SUPERSEDED SURVEY CONTROL
 HN0615
 HN0615  NGVD 29 (??/??/92) 2148.462  (m)         7048.75   (f) ADJ UNCH    2 0
 HN0615
 HN0615.Superseded values are not recommended for survey control.
 HN0615
 HN0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0615.See file dsdata.pdf to determine how the superseded data were derived.
 HN0615
 HN0615_MARKER: DB = BENCH MARK DISK
 HN0615_SETTING: 66 = SET IN ROCK OUTCROP
 HN0615_STAMPING: F 166 1963
 HN0615_MARK LOGO: CGS
 HN0615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0615+STABILITY: POSITION/ELEVATION WELL
 HN0615
 HN0615  HISTORY     - Date     Condition        Report By
 HN0615  HISTORY     - 1963     MONUMENTED       CGS
 HN0615
 HN0615                          STATION DESCRIPTION
 HN0615
 HN0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0615'12.15 MI NW FROM ESCALANTE.
 HN0615'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0615'AT ESCALANTE, THENCE 7.3 MILES NORTHWEST ALONG A DIRT ROAD, 0.3 MILE
 HN0615'WEST OF THE JUNCTION OF A DIRT ROAD SOUTH, IN THE TOP AND 3.0 FEET
 HN0615'EAST OF THE WEST END OF A MASSIVE OUTCROP, 0.5 FOOT NORTH OF THE SOUTH
 HN0615'EDGE, 59 FEET NORTH OF THE CENTER LINE OF THE ROAD, 39 FEET WEST OF A
 HN0615'36-INCH PINE TREE, 9 FEET EAST OF A 36-INCH PINE TREE, 4.0 FEET NORTH
 HN0615'OF A WITNESS POST, AND ABOUT 5 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0219 ***********************************************************************
 JN0219  DESIGNATION -  F 167
 JN0219  PID         -  JN0219
 JN0219  STATE/COUNTY-  UT/WAYNE
 JN0219  COUNTRY     -  US
 JN0219  USGS QUAD   -  SMOOTH KNOLL (2017)
 JN0219
 JN0219                         *CURRENT SURVEY CONTROL
 JN0219  ______________________________________________________________________
 JN0219* NAD 83(1986) POSITION- 38 11 34.     (N) 111 39 23.     (W)   SCALED
 JN0219* NAVD 88 ORTHO HEIGHT -  2662.368 (meters)     8734.79  (feet) ADJUSTED
 JN0219  ______________________________________________________________________
 JN0219  GEOID HEIGHT    -        -17.759 (meters)                     GEOID18
 JN0219  DYNAMIC HEIGHT  -       2658.978 (meters)     8723.66  (feet) COMP
 JN0219  MODELED GRAVITY -    979,258.2   (mgal)                       NAVD 88
 JN0219
 JN0219  VERT ORDER      -  SECOND    CLASS 0
 JN0219
 JN0219.The horizontal coordinates were scaled from a map and have
 JN0219.an estimated accuracy of +/- 6 seconds.
 JN0219
 JN0219.The orthometric height was determined by differential leveling and
 JN0219.adjusted by the NATIONAL GEODETIC SURVEY
 JN0219.in June 1991.
 JN0219
 JN0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0219.GEOID18 height accuracy estimate available here.
 JN0219
 JN0219.Click photographs - Photos may exist for this station.
 JN0219
 JN0219.The dynamic height is computed by dividing the NAVD 88
 JN0219.geopotential number by the normal gravity value computed on the
 JN0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0219.degrees latitude (g = 980.6199 gals.).
 JN0219
 JN0219.The modeled gravity was interpolated from observed gravity values.
 JN0219
 JN0219;                    North         East    Units  Estimated Accuracy
 JN0219;SPC UT S     - 3,169,390.      486,300.      MT  (+/- 180 meters Scaled)
 JN0219
 JN0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH425274(NAD 83)
 JN0219
 JN0219                          SUPERSEDED SURVEY CONTROL
 JN0219
 JN0219  NGVD 29 (??/??/92) 2660.908  (m)         8730.00   (f) ADJ UNCH    2 0
 JN0219
 JN0219.Superseded values are not recommended for survey control.
 JN0219
 JN0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0219.See file dsdata.pdf to determine how the superseded data were derived.
 JN0219
 JN0219_MARKER: DB = BENCH MARK DISK
 JN0219_SETTING: 80 = SET IN A BOULDER
 JN0219_STAMPING: F 167 1963
 JN0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0219+STABILITY: SURFACE MOTION
 JN0219
 JN0219  HISTORY     - Date     Condition        Report By
 JN0219  HISTORY     - 1963     MONUMENTED       CGS
 JN0219
 JN0219                          STATION DESCRIPTION
 JN0219
 JN0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0219'16.2 MI S FROM LOA.
 JN0219'16.2 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0219'24 AT LOA, IN THE TOP OF A 4- BY 4-FOOT BOULDER WHICH PROJECTS ABOUT 2
 JN0219'FEET ABOVE THE GROUND, 33 FEET NORTHEAST OF THE CENTER LINE OF THE
 JN0219'ROAD, 3.2 FEET NORTH OF A WITNESS POST, AND ABOUT 4 FEET HIGHER THAN
 JN0219'THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0634 ***********************************************************************
 HN0634  DESIGNATION -  F 168
 HN0634  PID         -  HN0634
 HN0634  STATE/COUNTY-  UT/GARFIELD
 HN0634  COUNTRY     -  US
 HN0634  USGS QUAD   -  ESCALANTE (2017)
 HN0634
 HN0634                         *CURRENT SURVEY CONTROL
 HN0634  ______________________________________________________________________
 HN0634* NAD 83(1986) POSITION- 37 45 07.     (N) 111 34 02.     (W)   SCALED
 HN0634* NAVD 88 ORTHO HEIGHT -  1759.443 (meters)     5772.44  (feet) ADJUSTED
 HN0634  ______________________________________________________________________
 HN0634  GEOID HEIGHT    -        -20.159 (meters)                     GEOID18
 HN0634  DYNAMIC HEIGHT  -       1757.414 (meters)     5765.78  (feet) COMP
 HN0634  MODELED GRAVITY -    979,414.4   (mgal)                       NAVD 88
 HN0634
 HN0634  VERT ORDER      -  SECOND    CLASS 0
 HN0634
 HN0634.The horizontal coordinates were scaled from a map and have
 HN0634.an estimated accuracy of +/- 6 seconds.
 HN0634
 HN0634.The orthometric height was determined by differential leveling and
 HN0634.adjusted by the NATIONAL GEODETIC SURVEY
 HN0634.in June 1991.
 HN0634
 HN0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0634.GEOID18 height accuracy estimate available here.
 HN0634
 HN0634.Click photographs - Photos may exist for this station.
 HN0634
 HN0634.The dynamic height is computed by dividing the NAVD 88
 HN0634.geopotential number by the normal gravity value computed on the
 HN0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0634.degrees latitude (g = 980.6199 gals.).
 HN0634
 HN0634.The modeled gravity was interpolated from observed gravity values.
 HN0634
 HN0634;                    North         East    Units  Estimated Accuracy
 HN0634;SPC UT S     - 3,120,450.      494,080.      MT  (+/- 180 meters Scaled)
 HN0634
 HN0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG500784(NAD 83)
 HN0634
 HN0634                          SUPERSEDED SURVEY CONTROL
 HN0634
 HN0634  NGVD 29 (??/??/92) 1758.254  (m)         5768.54   (f) ADJ UNCH    2 0
 HN0634
 HN0634.Superseded values are not recommended for survey control.
 HN0634
 HN0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0634.See file dsdata.pdf to determine how the superseded data were derived.
 HN0634
 HN0634_MARKER: DB = BENCH MARK DISK
 HN0634_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HN0634_SP_SET: CULVERT HEADWALL
 HN0634_STAMPING: F 168 1963
 HN0634_MARK LOGO: CGS
 HN0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0634+STABILITY: SURFACE MOTION
 HN0634
 HN0634  HISTORY     - Date     Condition        Report By
 HN0634  HISTORY     - 1963     MONUMENTED       CGS
 HN0634
 HN0634                          STATION DESCRIPTION
 HN0634
 HN0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0634'2.0 MI SE FROM ESCALANTE.
 HN0634'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0634'AT ESCALANTE, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 HN0634'CONCRETE HEAD WALL OF A 72-INCH PIPE CULVERT, 32 FEET NORTHEAST OF THE
 HN0634'CENTER LINE OF THE HIGHWAY (SLOPE MEASUREMENT), 0.7 FOOT NORTHWEST OF
 HN0634'THE SOUTHEAST END OF THE HEAD WALL, AND ABOUT 12 FEET LOWER THAN THE
 HN0634'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0502 ***********************************************************************
 HN0502  DESIGNATION -  F 169
 HN0502  PID         -  HN0502
 HN0502  STATE/COUNTY-  UT/KANE
 HN0502  COUNTRY     -  US
 HN0502  USGS QUAD   -  SOONER BENCH (2017)
 HN0502
 HN0502                         *CURRENT SURVEY CONTROL
 HN0502  ______________________________________________________________________
 HN0502* NAD 83(1986) POSITION- 37 20 53.     (N) 111 06 02.     (W)   SCALED
 HN0502* NAVD 88 ORTHO HEIGHT -  1398.620 (meters)     4588.64  (feet) ADJUSTED
 HN0502  ______________________________________________________________________
 HN0502  GEOID HEIGHT    -        -22.442 (meters)                     GEOID18
 HN0502  DYNAMIC HEIGHT  -       1397.038 (meters)     4583.45  (feet) COMP
 HN0502  MODELED GRAVITY -    979,451.4   (mgal)                       NAVD 88
 HN0502
 HN0502  VERT ORDER      -  SECOND    CLASS 0
 HN0502
 HN0502.The horizontal coordinates were scaled from a map and have
 HN0502.an estimated accuracy of +/- 6 seconds.
 HN0502
 HN0502.The orthometric height was determined by differential leveling and
 HN0502.adjusted by the NATIONAL GEODETIC SURVEY
 HN0502.in June 1991.
 HN0502
 HN0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0502.GEOID18 height accuracy estimate available here.
 HN0502
 HN0502.Click photographs - Photos may exist for this station.
 HN0502
 HN0502.The dynamic height is computed by dividing the NAVD 88
 HN0502.geopotential number by the normal gravity value computed on the
 HN0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0502.degrees latitude (g = 980.6199 gals.).
 HN0502
 HN0502.The modeled gravity was interpolated from observed gravity values.
 HN0502
 HN0502;                    North         East    Units  Estimated Accuracy
 HN0502;SPC UT S     - 3,075,700.      535,390.      MT  (+/- 180 meters Scaled)
 HN0502
 HN0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG910334(NAD 83)
 HN0502
 HN0502                          SUPERSEDED SURVEY CONTROL
 HN0502
 HN0502  NGVD 29 (??/??/92) 1397.600  (m)         4585.29   (f) ADJ UNCH    2 0
 HN0502
 HN0502.Superseded values are not recommended for survey control.
 HN0502
 HN0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0502.See file dsdata.pdf to determine how the superseded data were derived.
 HN0502
 HN0502_MARKER: DB = BENCH MARK DISK
 HN0502_SETTING: 80 = SET IN A BOULDER
 HN0502_STAMPING: F 169 1963
 HN0502_MARK LOGO: CGS
 HN0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0502+STABILITY: SURFACE MOTION
 HN0502
 HN0502  HISTORY     - Date     Condition        Report By
 HN0502  HISTORY     - 1963     MONUMENTED       CGS
 HN0502
 HN0502                          STATION DESCRIPTION
 HN0502
 HN0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0502'42.05 MI SE FROM ESCALANTE.
 HN0502'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0502'AT ESCALANTE, THENCE 37.05 MILES SOUTHEAST ALONG A DIRT ROAD, 0.45
 HN0502'MILE SOUTHEAST OF A CATTLEGUARD, 0.1 MILE NORTHWEST OF THE JUNCTION OF
 HN0502'A TRACK ROAD LEADING TO 40 MILE SPRING, AT THE CROSSING OF A WASH, IN
 HN0502'THE TOP OF A 3- BY 5-FOOT BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE
 HN0502'THE GROUND, 115 FEET EAST OF THE CENTER LINE OF THE ROAD, 15 FEET
 HN0502'SOUTH OF THE SOUTH BANK OF A WASH, 3.3 FEET NORTHEAST OF A WITNESS
 HN0502'POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0016 ***********************************************************************
 MS0016  DESIGNATION -  F 170
 MS0016  PID         -  MS0016
 MS0016  STATE/COUNTY-  UT/BOX ELDER
 MS0016  COUNTRY     -  US
 MS0016  USGS QUAD   -  CUTLER DAM (2017)
 MS0016
 MS0016                         *CURRENT SURVEY CONTROL
 MS0016  ______________________________________________________________________
 MS0016* NAD 83(1986) POSITION- 41 47 27.     (N) 112 05 16.     (W)   SCALED
 MS0016* NAVD 88 ORTHO HEIGHT -  1359.365 (meters)     4459.85  (feet) ADJUSTED
 MS0016  ______________________________________________________________________
 MS0016  GEOID HEIGHT    -        -15.423 (meters)                     GEOID18
 MS0016  DYNAMIC HEIGHT  -       1358.425 (meters)     4456.77  (feet) COMP
 MS0016  MODELED GRAVITY -    979,883.9   (mgal)                       NAVD 88
 MS0016
 MS0016  VERT ORDER      -  FIRST     CLASS I
 MS0016
 MS0016.The horizontal coordinates were scaled from a map and have
 MS0016.an estimated accuracy of +/- 6 seconds.
 MS0016
 MS0016.The orthometric height was determined by differential leveling and
 MS0016.adjusted by the NATIONAL GEODETIC SURVEY
 MS0016.in June 1991.
 MS0016
 MS0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0016.GEOID18 height accuracy estimate available here.
 MS0016
 MS0016.Click photographs - Photos may exist for this station.
 MS0016
 MS0016.The dynamic height is computed by dividing the NAVD 88
 MS0016.geopotential number by the normal gravity value computed on the
 MS0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0016.degrees latitude (g = 980.6199 gals.).
 MS0016
 MS0016.The modeled gravity was interpolated from observed gravity values.
 MS0016
 MS0016;                    North         East    Units  Estimated Accuracy
 MS0016;SPC UT N     - 1,162,030.      451,140.      MT  (+/- 180 meters Scaled)
 MS0016
 MS0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM096271(NAD 83)
 MS0016
 MS0016                          SUPERSEDED SURVEY CONTROL
 MS0016
 MS0016  NGVD 29 (??/??/92) 1358.354  (m)         4456.53   (f) ADJ UNCH    1 1
 MS0016
 MS0016.Superseded values are not recommended for survey control.
 MS0016
 MS0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0016.See file dsdata.pdf to determine how the superseded data were derived.
 MS0016
 MS0016_MARKER: DB = BENCH MARK DISK
 MS0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0016_STAMPING: F 170 1967
 MS0016_MARK LOGO: CGS
 MS0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0016+STABILITY: SURFACE MOTION
 MS0016
 MS0016  HISTORY     - Date     Condition        Report By
 MS0016  HISTORY     - 1967     MONUMENTED       CGS
 MS0016
 MS0016                          STATION DESCRIPTION
 MS0016
 MS0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0016'7.55 MI SW FROM CACHE JUNCTION.
 MS0016'7.55 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MS0016'AT CACHE JUNCTION, 4 POLES NORTHEAST OF MILEPOLE 41.25, NEAR THE
 MS0016'SOUTHWEST SIDE OF A DEEP RAVINE, 94.4 FEET NORTHWEST OF THE NORTHWEST
 MS0016'RAIL, 53 FEET NORTHWEST OF A TELEPHONE POLE, 1.5 FEET SOUTHEAST OF A
 MS0016'FENCE, 1.6 FEET NORTHEAST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN
 MS0016'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 MS0016'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0099 ***********************************************************************
 MS0099  DESIGNATION -  F 171
 MS0099  PID         -  MS0099
 MS0099  STATE/COUNTY-  UT/BOX ELDER
 MS0099  COUNTRY     -  US
 MS0099  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0099
 MS0099                         *CURRENT SURVEY CONTROL
 MS0099  ______________________________________________________________________
 MS0099* NAD 83(1986) POSITION- 41 33 00.7    (N) 112 01 04.9    (W)   HD_HELD2
 MS0099* NAVD 88 ORTHO HEIGHT -  1306.302 (meters)     4285.76  (feet) ADJUSTED
 MS0099  ______________________________________________________________________
 MS0099  GEOID HEIGHT    -        -15.899 (meters)                     GEOID18
 MS0099  DYNAMIC HEIGHT  -       1305.378 (meters)     4282.73  (feet) COMP
 MS0099  MODELED GRAVITY -    979,870.5   (mgal)                       NAVD 88
 MS0099
 MS0099  VERT ORDER      -  FIRST     CLASS I
 MS0099
 MS0099.The horizontal coordinates were established by autonomous hand held GPS
 MS0099.observations and have an estimated accuracy of +/- 10 meters.
 MS0099
 MS0099.The orthometric height was determined by differential leveling and
 MS0099.adjusted by the NATIONAL GEODETIC SURVEY
 MS0099.in June 1991.
 MS0099
 MS0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0099.GEOID18 height accuracy estimate available here.
 MS0099
 MS0099.Click photographs - Photos may exist for this station.
 MS0099
 MS0099.The dynamic height is computed by dividing the NAVD 88
 MS0099.geopotential number by the normal gravity value computed on the
 MS0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0099.degrees latitude (g = 980.6199 gals.).
 MS0099
 MS0099.The modeled gravity was interpolated from observed gravity values.
 MS0099
 MS0099;                    North         East    Units  Estimated Accuracy
 MS0099;SPC UT N     - 1,135,263.      456,782.      MT  (+/- 10 meters HH2 GPS)
 MS0099
 MS0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM1509700337(NAD 83)
 MS0099
 MS0099                          SUPERSEDED SURVEY CONTROL
 MS0099
 MS0099  NGVD 29 (??/??/92) 1305.309  (m)         4282.50   (f) ADJ UNCH    1 1
 MS0099
 MS0099.Superseded values are not recommended for survey control.
 MS0099
 MS0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0099.See file dsdata.pdf to determine how the superseded data were derived.
 MS0099
 MS0099_MARKER: DB = BENCH MARK DISK
 MS0099_SETTING: 66 = SET IN ROCK OUTCROP
 MS0099_STAMPING: F 171 1967
 MS0099_MARK LOGO: CGS
 MS0099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0099+STABILITY: POSITION/ELEVATION WELL
 MS0099
 MS0099  HISTORY     - Date     Condition        Report By
 MS0099  HISTORY     - 1967     MONUMENTED       CGS
 MS0099
 MS0099                          STATION DESCRIPTION
 MS0099
 MS0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0099'2.75 MI N FROM BRIGHAM CITY.
 MS0099'1.2 MILES NORTH ALONG MAIN STREET FROM THE COURTHOUSE AT BRIGHAM CITY,
 MS0099'THENCE 1.55 MILES NORTH ALONG STATE HIGHWAY 69, 275 FEET SOUTHEAST OF
 MS0099'THE CENTER OF THE JUNCTION OF THE SOUTHEAST DRIVEWAY TO A WHITE FRAME
 MS0099'HOUSE, IN THE TOP OF AN OUTCROP WHICH PROJECTS 0.9 FOOT ABOVE THE
 MS0099'GROUND, 47 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 6
 MS0099'FEET SOUTH OF A GROUP OF SMALL TREES, 7.7 FEET NORTHEAST OF A FENCE,
 MS0099'8.4 FEET NORTHEAST OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 MS0099'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0392 ***********************************************************************
 MR0392  DESIGNATION -  F 172
 MR0392  PID         -  MR0392
 MR0392  STATE/COUNTY-  UT/WEBER
 MR0392  COUNTRY     -  US
 MR0392  USGS QUAD   -  NORTH OGDEN (2017)
 MR0392
 MR0392                         *CURRENT SURVEY CONTROL
 MR0392  ______________________________________________________________________
 MR0392* NAD 83(1986) POSITION- 41 15 33.1    (N) 111 59 22.7    (W)   HD_HELD2
 MR0392* NAVD 88 ORTHO HEIGHT -  1301.202 (meters)     4269.03  (feet) ADJUSTED
 MR0392  ______________________________________________________________________
 MR0392  GEOID HEIGHT    -        -16.658 (meters)                     GEOID18
 MR0392  DYNAMIC HEIGHT  -       1300.219 (meters)     4265.80  (feet) COMP
 MR0392  MODELED GRAVITY -    979,823.9   (mgal)                       NAVD 88
 MR0392
 MR0392  VERT ORDER      -  FIRST     CLASS I
 MR0392
 MR0392.The horizontal coordinates were established by autonomous hand held GPS
 MR0392.observations and have an estimated accuracy of +/- 10 meters.
 MR0392
 MR0392.The orthometric height was determined by differential leveling and
 MR0392.adjusted by the NATIONAL GEODETIC SURVEY
 MR0392.in June 1991.
 MR0392
 MR0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0392.GEOID18 height accuracy estimate available here.
 MR0392
 MR0392.Click photographs - Photos may exist for this station.
 MR0392
 MR0392.The dynamic height is computed by dividing the NAVD 88
 MR0392.geopotential number by the normal gravity value computed on the
 MR0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0392.degrees latitude (g = 980.6199 gals.).
 MR0392
 MR0392.The modeled gravity was interpolated from observed gravity values.
 MR0392
 MR0392;                    North         East    Units  Estimated Accuracy
 MR0392;SPC UT N     - 1,102,932.      458,968.      MT  (+/- 10 meters HH2 GPS)
 MR0392
 MR0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1709668002(NAD 83)
 MR0392
 MR0392                          SUPERSEDED SURVEY CONTROL
 MR0392
 MR0392  NGVD 29 (??/??/92) 1300.200  (m)         4265.74   (f) ADJ UNCH    1 1
 MR0392
 MR0392.Superseded values are not recommended for survey control.
 MR0392
 MR0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0392.See file dsdata.pdf to determine how the superseded data were derived.
 MR0392
 MR0392_MARKER: DB = BENCH MARK DISK
 MR0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0392_STAMPING: F 172 1967
 MR0392_MARK LOGO: CGS
 MR0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0392+STABILITY: SURFACE MOTION
 MR0392
 MR0392  HISTORY     - Date     Condition        Report By
 MR0392  HISTORY     - 1967     MONUMENTED       CGS
 MR0392
 MR0392                          STATION DESCRIPTION
 MR0392
 MR0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0392'2.9 MI N FROM OGDEN.
 MR0392'2.9 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0392'OGDEN, 5 POLES SOUTH OF MILEPOLE 3, AT THE CROSSING OF 2ND STREET,
 MR0392'55.6 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 22 1/2 FEET SOUTH
 MR0392'OF THE CENTER LINE OF THE EAST BOUND ENTRANCE TO UTAH GENERAL DEPOT, 1
 MR0392'1/2 FEET SOUTH OF A FENCE CORNER, 1.0 FOOT EAST OF A FENCE, 136.8 FEET
 MR0392'SOUTH OF BENCH MARK L 92 RESET 1956, 1.3 FEET NORTH OF A WITNESS POST,
 MR0392'A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL
 MR0392'REFUSAL AT A DEPTH OF 40 FEET.  THE UPPER PORTION OF THE ROD IS
 MR0392'ENCASED IN A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0144 ***********************************************************************
 MS0144  DESIGNATION -  F 173
 MS0144  PID         -  MS0144
 MS0144  STATE/COUNTY-  UT/DAVIS
 MS0144  COUNTRY     -  US
 MS0144  USGS QUAD   -  CLEARFIELD (2017)
 MS0144
 MS0144                         *CURRENT SURVEY CONTROL
 MS0144  ______________________________________________________________________
 MS0144* NAD 83(1986) POSITION- 41 06 38.83   (N) 112 01 23.05   (W)   HD_HELD1
 MS0144* NAVD 88 ORTHO HEIGHT -  1367.589 (meters)     4486.83  (feet) ADJUSTED
 MS0144  ______________________________________________________________________
 MS0144  GEOID HEIGHT    -        -16.970 (meters)                     GEOID18
 MS0144  DYNAMIC HEIGHT  -       1366.524 (meters)     4483.34  (feet) COMP
 MS0144  MODELED GRAVITY -    979,797.9   (mgal)                       NAVD 88
 MS0144
 MS0144  VERT ORDER      -  FIRST     CLASS I
 MS0144
 MS0144.The horizontal coordinates were determined by differentially corrected
 MS0144.hand held GPS observations or other comparable positioning techniques
 MS0144.and have an estimated accuracy of +/- 3 meters.
 MS0144
 MS0144.The orthometric height was determined by differential leveling and
 MS0144.adjusted by the NATIONAL GEODETIC SURVEY
 MS0144.in June 1991.
 MS0144
 MS0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0144.GEOID18 height accuracy estimate available here.
 MS0144
 MS0144.Click photographs - Photos may exist for this station.
 MS0144
 MS0144.The dynamic height is computed by dividing the NAVD 88
 MS0144.geopotential number by the normal gravity value computed on the
 MS0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0144.degrees latitude (g = 980.6199 gals.).
 MS0144
 MS0144.The modeled gravity was interpolated from observed gravity values.
 MS0144
 MS0144;                    North         East    Units  Estimated Accuracy
 MS0144;SPC UT N     - 1,086,467.8     456,067.3     MT  (+/- 3 meters HH1 GPS) 
 MS0144
 MS0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1410151559(NAD 83)
 MS0144
 MS0144                          SUPERSEDED SURVEY CONTROL
 MS0144
 MS0144  NGVD 29 (??/??/92) 1366.592  (m)         4483.56   (f) ADJ UNCH    1 1
 MS0144
 MS0144.Superseded values are not recommended for survey control.
 MS0144
 MS0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0144.See file dsdata.pdf to determine how the superseded data were derived.
 MS0144
 MS0144_MARKER: DB = BENCH MARK DISK
 MS0144_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MS0144_SP_SET: CATCH BASIN
 MS0144_STAMPING: F 173 1967
 MS0144_MARK LOGO: CGS
 MS0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0144
 MS0144  HISTORY     - Date     Condition        Report By
 MS0144  HISTORY     - 1967     MONUMENTED       CGS
 MS0144  HISTORY     - 20011224 GOOD             INDIV
 MS0144  HISTORY     - 20100816 GOOD             GEOCAC
 MS0144  HISTORY     - 20150627 GOOD             INDIV
 MS0144
 MS0144                          STATION DESCRIPTION
 MS0144
 MS0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0144'IN CLEARFIELD.
 MS0144'AT CLEARFIELD, 0.05 MILE SOUTHEAST OF THE POST OFFICE, AT THE JUNCTION
 MS0144'OF U.S. HIGHWAY 91 (STATE STREET) AND 200 SOUTH STREET, IN THE TOP OF
 MS0144'THE NORTHEAST CONCRETE CURB OF THE HIGHWAY AT THE NORTH CORNER OF A
 MS0144'CONCRETE CATCH BASIN, 0.8 FOOT NORTH OF THE NORTH CORNER OF A STEEL
 MS0144'GRATE OVER THE CATCH BASIN, 22.4 FEET SOUTH OF THE SOUTH CURB OF THE
 MS0144'STREET, 4.3 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE NORTHEAST
 MS0144'SIDEWALK OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 MS0144
 MS0144                          STATION RECOVERY (2001)
 MS0144
 MS0144'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (KNF)
 MS0144'RECOVERED IN GOOD CONDITION.
 MS0144
 MS0144                          STATION RECOVERY (2010)
 MS0144
 MS0144'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 MS0144'STATE STREET, AKA UT HWY 126 RUNS NNW TO SSE HERE.  U.S. 91 APPARENTLY
 MS0144'NOW FOLLOWS I-15 HERE.
 MS0144'MARK IS ON ENE CURB OF STATE STREET SSE OF ESE CORNER OF INTERSECTION
 MS0144'WITH EAST 200 S ST NEAR NNW EDGE OF STORM DRAIN PER 1967 REPORT.
 MS0144
 MS0144                          STATION RECOVERY (2015)
 MS0144
 MS0144'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (JEC)
 MS0144'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0229 ***********************************************************************
 LP0229  DESIGNATION -  F 174
 LP0229  PID         -  LP0229
 LP0229  STATE/COUNTY-  UT/SALT LAKE
 LP0229  COUNTRY     -  US
 LP0229  USGS QUAD   -  FARNSWORTH PEAK (2017)
 LP0229
 LP0229                         *CURRENT SURVEY CONTROL
 LP0229  ______________________________________________________________________
 LP0229* NAD 83(1986) POSITION- 40 43 38.     (N) 112 09 54.     (W)   SCALED
 LP0229* NAVD 88 ORTHO HEIGHT -  1291.470 (meters)     4237.10  (feet) ADJUSTED
 LP0229  ______________________________________________________________________
 LP0229  GEOID HEIGHT    -        -17.197 (meters)                     GEOID18
 LP0229  DYNAMIC HEIGHT  -       1290.484 (meters)     4233.86  (feet) COMP
 LP0229  MODELED GRAVITY -    979,817.1   (mgal)                       NAVD 88
 LP0229
 LP0229  VERT ORDER      -  FIRST     CLASS I
 LP0229
 LP0229.The horizontal coordinates were scaled from a map and have
 LP0229.an estimated accuracy of +/- 6 seconds.
 LP0229
 LP0229.The orthometric height was determined by differential leveling and
 LP0229.adjusted by the NATIONAL GEODETIC SURVEY
 LP0229.in June 1991.
 LP0229
 LP0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0229.GEOID18 height accuracy estimate available here.
 LP0229
 LP0229.Click photographs - Photos may exist for this station.
 LP0229
 LP0229.The dynamic height is computed by dividing the NAVD 88
 LP0229.geopotential number by the normal gravity value computed on the
 LP0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0229.degrees latitude (g = 980.6199 gals.).
 LP0229
 LP0229.The modeled gravity was interpolated from observed gravity values.
 LP0229
 LP0229;                    North         East    Units  Estimated Accuracy
 LP0229;SPC UT C     - 2,265,990.      443,820.      MT  (+/- 180 meters Scaled)
 LP0229
 LP0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL016091(NAD 83)
 LP0229
 LP0229                          SUPERSEDED SURVEY CONTROL
 LP0229
 LP0229  NGVD 29 (??/??/92) 1290.48   (m)         4233.8    (f) COMPUTED    1 1
 LP0229
 LP0229.Superseded values are not recommended for survey control.
 LP0229
 LP0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0229.See file dsdata.pdf to determine how the superseded data were derived.
 LP0229
 LP0229_MARKER: DB = BENCH MARK DISK
 LP0229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LP0229_SP_SET: FOUNDATION
 LP0229_STAMPING: F 174 1970
 LP0229_MARK LOGO: CGS
 LP0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0229
 LP0229  HISTORY     - Date     Condition        Report By
 LP0229  HISTORY     - 1970     MONUMENTED       NGS
 LP0229
 LP0229                          STATION DESCRIPTION
 LP0229
 LP0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0229'3.75 MI W FROM MAGNA.
 LP0229'0.5 MILE NORTH ALONG 9180 WEST STREET FROM WEBSTER SCHOOL AT MAGNA,
 LP0229'THENCE 3.25 MILES WEST ALONG US HIGHWAYS 40 AND 50 ALTERNATE, 0.15
 LP0229'MILE NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 202, IN THE TOP OF
 LP0229'NORTH CORNER OF CONCRETE FOUNDATION FOR CATCH BASIN IN DIVIDER ISLAND,
 LP0229'18 1/2 FEET SOUTHWEST OF CENTER LINE OF NORTHEAST LANES OF HIGHWAY, 19
 LP0229'1/2 FEET NORTHEAST OF THE CENTER LINE OF SOUTHWEST LANES, 0.6 FOOT
 LP0229'NORTH OF NORTH CORNER OF STEEL GRATE AND ABOUT LEVEL WITH HIGHWAY.
 LP0229'SECTION 22, T 3 W, R 1 S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0255 ***********************************************************************
 LP0255  DESIGNATION -  F 175
 LP0255  PID         -  LP0255
 LP0255  STATE/COUNTY-  UT/TOOELE
 LP0255  COUNTRY     -  US
 LP0255  USGS QUAD   -  TOOELE (2017)
 LP0255
 LP0255                         *CURRENT SURVEY CONTROL
 LP0255  ______________________________________________________________________
 LP0255* NAD 83(1986) POSITION- 40 30 48.     (N) 112 20 10.     (W)   SCALED
 LP0255* NAVD 88 ORTHO HEIGHT -  1504.875 (meters)     4937.24  (feet) ADJUSTED
 LP0255  ______________________________________________________________________
 LP0255  GEOID HEIGHT    -        -17.384 (meters)                     GEOID18
 LP0255  DYNAMIC HEIGHT  -       1503.599 (meters)     4933.06  (feet) COMP
 LP0255  MODELED GRAVITY -    979,724.9   (mgal)                       NAVD 88
 LP0255
 LP0255  VERT ORDER      -  FIRST     CLASS I
 LP0255
 LP0255.The horizontal coordinates were scaled from a map and have
 LP0255.an estimated accuracy of +/- 6 seconds.
 LP0255
 LP0255.The orthometric height was determined by differential leveling and
 LP0255.adjusted by the NATIONAL GEODETIC SURVEY
 LP0255.in June 1991.
 LP0255
 LP0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0255.GEOID18 height accuracy estimate available here.
 LP0255
 LP0255.Click photographs - Photos may exist for this station.
 LP0255
 LP0255.The dynamic height is computed by dividing the NAVD 88
 LP0255.geopotential number by the normal gravity value computed on the
 LP0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0255.degrees latitude (g = 980.6199 gals.).
 LP0255
 LP0255.The modeled gravity was interpolated from observed gravity values.
 LP0255
 LP0255;                    North         East    Units  Estimated Accuracy
 LP0255;SPC UT C     - 2,242,360.      429,140.      MT  (+/- 180 meters Scaled)
 LP0255
 LP0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK868855(NAD 83)
 LP0255
 LP0255                          SUPERSEDED SURVEY CONTROL
 LP0255
 LP0255  NGVD 29 (??/??/92) 1503.508  (m)         4932.76   (f) ADJ UNCH    1 1
 LP0255
 LP0255.Superseded values are not recommended for survey control.
 LP0255
 LP0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0255.See file dsdata.pdf to determine how the superseded data were derived.
 LP0255
 LP0255_MARKER: DB = BENCH MARK DISK
 LP0255_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0255_SP_SET: CULVERT HEADWALL
 LP0255_STAMPING: F 175 1970
 LP0255_MARK LOGO: CGS
 LP0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0255+STABILITY: SURFACE MOTION
 LP0255
 LP0255  HISTORY     - Date     Condition        Report By
 LP0255  HISTORY     - 1970     MONUMENTED       NGS
 LP0255
 LP0255                          STATION DESCRIPTION
 LP0255
 LP0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0255'1.1 MI S FROM WARNER.
 LP0255'1.1 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LP0255'WARNER, 5 1/2 POLE NORTH OF MILE POST 747, IN THE TOP AND 1.5 FEET
 LP0255'NORTH OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF CULVERT
 LP0255'747.17, 7.8 FEET EAST OF THE EAST RAIL OF THE EAST TRACK AND ABOUT 2
 LP0255'FEET LOWER THAN THE TRACK.  SECTION 31, T 4W, R 3S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0279 ***********************************************************************
 LP0279  DESIGNATION -  F 176
 LP0279  PID         -  LP0279
 LP0279  STATE/COUNTY-  UT/TOOELE
 LP0279  COUNTRY     -  US
 LP0279  USGS QUAD   -  FAUST (2017)
 LP0279
 LP0279                         *CURRENT SURVEY CONTROL
 LP0279  ______________________________________________________________________
 LP0279* NAD 83(1986) POSITION- 40 11 40.     (N) 112 23 21.     (W)   SCALED
 LP0279* NAVD 88 ORTHO HEIGHT -  1589.546 (meters)     5215.04  (feet) ADJUSTED
 LP0279  ______________________________________________________________________
 LP0279  GEOID HEIGHT    -        -17.798 (meters)                     GEOID18
 LP0279  DYNAMIC HEIGHT  -       1588.133 (meters)     5210.40  (feet) COMP
 LP0279  MODELED GRAVITY -    979,681.0   (mgal)                       NAVD 88
 LP0279
 LP0279  VERT ORDER      -  FIRST     CLASS I
 LP0279
 LP0279.The horizontal coordinates were scaled from a map and have
 LP0279.an estimated accuracy of +/- 6 seconds.
 LP0279
 LP0279.The orthometric height was determined by differential leveling and
 LP0279.adjusted by the NATIONAL GEODETIC SURVEY
 LP0279.in June 1991.
 LP0279
 LP0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0279.GEOID18 height accuracy estimate available here.
 LP0279
 LP0279.Click photographs - Photos may exist for this station.
 LP0279
 LP0279.The dynamic height is computed by dividing the NAVD 88
 LP0279.geopotential number by the normal gravity value computed on the
 LP0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0279.degrees latitude (g = 980.6199 gals.).
 LP0279
 LP0279.The modeled gravity was interpolated from observed gravity values.
 LP0279
 LP0279;                    North         East    Units  Estimated Accuracy
 LP0279;SPC UT C     - 2,207,000.      424,290.      MT  (+/- 180 meters Scaled)
 LP0279
 LP0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK817502(NAD 83)
 LP0279
 LP0279                          SUPERSEDED SURVEY CONTROL
 LP0279
 LP0279  NGVD 29 (??/??/92) 1588.38   (m)         5211.2    (f) COMPUTED    1 1
 LP0279
 LP0279.Superseded values are not recommended for survey control.
 LP0279
 LP0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0279.See file dsdata.pdf to determine how the superseded data were derived.
 LP0279
 LP0279_MARKER: DB = BENCH MARK DISK
 LP0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0279_STAMPING: F 176 1970
 LP0279_MARK LOGO: CGS
 LP0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0279+STABILITY: SURFACE MOTION
 LP0279
 LP0279  HISTORY     - Date     Condition        Report By
 LP0279  HISTORY     - 1970     MONUMENTED       NGS
 LP0279
 LP0279                          STATION DESCRIPTION
 LP0279
 LP0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0279'14.05 MI N FROM LOFGREEN.
 LP0279'14.05 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 LP0279'SIGN AT LOFGREEN, 1 1/2 FEET SOUTH OF THE FIRST POLE NORTH OF MILE
 LP0279'POST 724, 92.7 FEET WEST OF THE WEST RAIL, 16 1/2 FEET NORTH OF A
 LP0279'FENCE CORNER POST, 5.4 FEET EAST OF A FENCE, 1.7 FEET NORTH OF A
 LP0279'WITNESS POST, ABOUT 12 FEET LOWER THAN THE TRACK AND IN THE TOP OF A
 LP0279'CONCRETE POST PROJECTING 0.3 FOOT.  SECTION 22, T 5W, R 7S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0027 ***********************************************************************
 KO0027  DESIGNATION -  F 178
 KO0027  PID         -  KO0027
 KO0027  STATE/COUNTY-  UT/JUAB
 KO0027  COUNTRY     -  US
 KO0027  USGS QUAD   -  JERICHO (2017)
 KO0027
 KO0027                         *CURRENT SURVEY CONTROL
 KO0027  ______________________________________________________________________
 KO0027* NAD 83(1986) POSITION- 39 41 31.     (N) 112 14 44.     (W)   SCALED
 KO0027* NAVD 88 ORTHO HEIGHT -  1556.449 (meters)     5106.45  (feet) ADJUSTED
 KO0027  ______________________________________________________________________
 KO0027  GEOID HEIGHT    -        -18.139 (meters)                     GEOID18
 KO0027  DYNAMIC HEIGHT  -       1555.023 (meters)     5101.77  (feet) COMP
 KO0027  MODELED GRAVITY -    979,655.7   (mgal)                       NAVD 88
 KO0027
 KO0027  VERT ORDER      -  FIRST     CLASS I
 KO0027
 KO0027.The horizontal coordinates were scaled from a map and have
 KO0027.an estimated accuracy of +/- 6 seconds.
 KO0027
 KO0027.The orthometric height was determined by differential leveling and
 KO0027.adjusted by the NATIONAL GEODETIC SURVEY
 KO0027.in June 1991.
 KO0027
 KO0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0027.GEOID18 height accuracy estimate available here.
 KO0027
 KO0027.Click photographs - Photos may exist for this station.
 KO0027
 KO0027.The dynamic height is computed by dividing the NAVD 88
 KO0027.geopotential number by the normal gravity value computed on the
 KO0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0027.degrees latitude (g = 980.6199 gals.).
 KO0027
 KO0027.The modeled gravity was interpolated from observed gravity values.
 KO0027
 KO0027;                    North         East    Units  Estimated Accuracy
 KO0027;SPC UT C     - 2,151,100.      436,060.      MT  (+/- 180 meters Scaled)
 KO0027
 KO0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ932943(NAD 83)
 KO0027
 KO0027                          SUPERSEDED SURVEY CONTROL
 KO0027
 KO0027.No superseded survey control is available for this station.
 KO0027
 KO0027_MARKER: DB = BENCH MARK DISK
 KO0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0027_STAMPING: F 178 1970
 KO0027_MARK LOGO: CGS
 KO0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0027+STABILITY: SURFACE MOTION
 KO0027
 KO0027  HISTORY     - Date     Condition        Report By
 KO0027  HISTORY     - 1970     MONUMENTED       NGS
 KO0027
 KO0027                          STATION DESCRIPTION
 KO0027
 KO0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0027'14.15 MI NE FROM LYNNDYL.
 KO0027'14.15 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM SIDING
 KO0027'SIGN AT LYNNDYL, 112 FEET SOUTH AND ACROSS THE TRACK FROM MILEPOLE
 KO0027'680, 62.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1 1/2 FEET NORTHEAST
 KO0027'OF A TELEPHONE POLE, 34.2 FEET NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY
 KO0027'FENCE, 2.4 FEET SOUTHWEST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN
 KO0027'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 KO0027'ABOVE THE GROUND.  SECTION 13 , T 13S, R 4W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0225 ***********************************************************************
 KO0225  DESIGNATION -  F 179
 KO0225  PID         -  KO0225
 KO0225  STATE/COUNTY-  UT/MILLARD
 KO0225  COUNTRY     -  US
 KO0225  USGS QUAD   -  DELTA (2017)
 KO0225
 KO0225                         *CURRENT SURVEY CONTROL
 KO0225  ______________________________________________________________________
 KO0225* NAD 83(1986) POSITION- 39 21 08.     (N) 112 35 10.     (W)   SCALED
 KO0225* NAVD 88 ORTHO HEIGHT -  1413.872 (meters)     4638.68  (feet) ADJUSTED
 KO0225  ______________________________________________________________________
 KO0225  GEOID HEIGHT    -        -19.545 (meters)                     GEOID18
 KO0225  DYNAMIC HEIGHT  -       1412.559 (meters)     4634.37  (feet) COMP
 KO0225  MODELED GRAVITY -    979,648.9   (mgal)                       NAVD 88
 KO0225
 KO0225  VERT ORDER      -  FIRST     CLASS I
 KO0225
 KO0225.The horizontal coordinates were scaled from a map and have
 KO0225.an estimated accuracy of +/- 6 seconds.
 KO0225
 KO0225.The orthometric height was determined by differential leveling and
 KO0225.adjusted by the NATIONAL GEODETIC SURVEY
 KO0225.in June 1991.
 KO0225
 KO0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0225.GEOID18 height accuracy estimate available here.
 KO0225
 KO0225.Click photographs - Photos may exist for this station.
 KO0225
 KO0225.The dynamic height is computed by dividing the NAVD 88
 KO0225.geopotential number by the normal gravity value computed on the
 KO0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0225.degrees latitude (g = 980.6199 gals.).
 KO0225
 KO0225.The modeled gravity was interpolated from observed gravity values.
 KO0225
 KO0225;                    North         East    Units  Estimated Accuracy
 KO0225;SPC UT C     - 2,113,690.      406,390.      MT  (+/- 180 meters Scaled)
 KO0225
 KO0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ633570(NAD 83)
 KO0225
 KO0225                          SUPERSEDED SURVEY CONTROL
 KO0225
 KO0225  NGVD 29 (??/??/92) 1412.74   (m)         4635.0    (f) COMPUTED    1 1
 KO0225
 KO0225.Superseded values are not recommended for survey control.
 KO0225
 KO0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0225.See file dsdata.pdf to determine how the superseded data were derived.
 KO0225
 KO0225_MARKER: DB = BENCH MARK DISK
 KO0225_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KO0225_SP_SET: FOUNDATION
 KO0225_STAMPING: F 179 1970
 KO0225_MARK LOGO: CGS
 KO0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KO0225
 KO0225  HISTORY     - Date     Condition        Report By
 KO0225  HISTORY     - 1970     MONUMENTED       NGS
 KO0225
 KO0225                          STATION DESCRIPTION
 KO0225
 KO0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0225'IN DELTA.
 KO0225'AT DELTA, 0.4 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KO0225'STATION, AT THE U.S. HIGHWAY 50 AND 6 OVERPASS OVER THE UNION PACIFIC
 KO0225'RAILROAD, 1 POLE SOUTHWEST OF MILEPOLE 649, IN THE TOP AND 0.9 FOOT
 KO0225'NORTHEAST OF THE SOUTHWEST END OF THE CONCRETE FOUNDATION OF THE
 KO0225'SOUTHEAST CONCRETE PILLARS OF THE OVERPASS, 28.0 FEET SOUTHEAST OF THE
 KO0225'SOUTHEAST RAIL OF THE MAIN TRACK, ABOUT 1 FOOT HIGHER THAN THE TRACK
 KO0225'AND 1 FOOT ABOVE THE GROUND.  SECTION 12, T17S, R7W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0569 ***********************************************************************
 LO0569  DESIGNATION -  F 18
 LO0569  PID         -  LO0569
 LO0569  STATE/COUNTY-  UT/SALT LAKE
 LO0569  COUNTRY     -  US
 LO0569  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0569
 LO0569                         *CURRENT SURVEY CONTROL
 LO0569  ______________________________________________________________________
 LO0569* NAD 83(1986) POSITION- 40 40 01.     (N) 111 53 44.     (W)   SCALED
 LO0569* NAVD 88 ORTHO HEIGHT -  1309.620 (meters)     4296.64  (feet) ADJUSTED
 LO0569  ______________________________________________________________________
 LO0569  GEOID HEIGHT    -        -17.009 (meters)                     GEOID18
 LO0569  DYNAMIC HEIGHT  -       1308.563 (meters)     4293.18  (feet) COMP
 LO0569  MODELED GRAVITY -    979,773.6   (mgal)                       NAVD 88
 LO0569
 LO0569  VERT ORDER      -  FIRST     CLASS II
 LO0569
 LO0569.The horizontal coordinates were scaled from a map and have
 LO0569.an estimated accuracy of +/- 6 seconds.
 LO0569
 LO0569.The orthometric height was determined by differential leveling and
 LO0569.adjusted by the NATIONAL GEODETIC SURVEY
 LO0569.in June 1991.
 LO0569
 LO0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0569.GEOID18 height accuracy estimate available here.
 LO0569
 LO0569.Click photographs - Photos may exist for this station.
 LO0569
 LO0569.The dynamic height is computed by dividing the NAVD 88
 LO0569.geopotential number by the normal gravity value computed on the
 LO0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0569.degrees latitude (g = 980.6199 gals.).
 LO0569
 LO0569.The modeled gravity was interpolated from observed gravity values.
 LO0569
 LO0569;                    North         East    Units  Estimated Accuracy
 LO0569;SPC UT C     - 2,259,160.      466,550.      MT  (+/- 180 meters Scaled)
 LO0569
 LO0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL243021(NAD 83)
 LO0569
 LO0569                          SUPERSEDED SURVEY CONTROL
 LO0569
 LO0569  NGVD 29 (??/??/92) 1308.671  (m)         4293.53   (f) ADJ UNCH    1 2
 LO0569
 LO0569.Superseded values are not recommended for survey control.
 LO0569
 LO0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0569.See file dsdata.pdf to determine how the superseded data were derived.
 LO0569
 LO0569_MARKER: DB = BENCH MARK DISK
 LO0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0569_STAMPING: 4293.531 F 18 1927
 LO0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0569+STABILITY: SURFACE MOTION
 LO0569
 LO0569  HISTORY     - Date     Condition        Report By
 LO0569  HISTORY     - 1927     MONUMENTED       CGS
 LO0569  HISTORY     - 1953     GOOD             CGS
 LO0569  HISTORY     - 1983     MARK NOT FOUND   NGS
 LO0569
 LO0569                          STATION DESCRIPTION
 LO0569
 LO0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LO0569'IN MURRAY.
 LO0569'AT MURRAY, ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD, AT THE
 LO0569'CROSSING OF 4800 SOUTH STREET, 184.0 FEET WEST OF THE NORTHWEST CORNER
 LO0569'OF THE CITY POWER PLANT, 177.5 FEET SOUTH OF THE CENTER LINE OF THE
 LO0569'STREET, 100.0 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 2.0 FEET
 LO0569'SOUTHWEST OF A FENCE CORNER, 1.1 FEET EAST OF A WITNESS POST, ABOUT
 LO0569'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LO0569'0.1 FOOT ABOVE THE GROUND.  NOTE-- THERE IS NO STATION ON THE RAILROAD
 LO0569'AT MURRAY AT THE PRESENT TIME.  THE OLD STATION HAS BEEN TORN DOWN.
 LO0569
 LO0569                          STATION RECOVERY (1983)
 LO0569
 LO0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LO0569'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0199 ***********************************************************************
 KO0199  DESIGNATION -  F 180
 KO0199  PID         -  KO0199
 KO0199  STATE/COUNTY-  UT/MILLARD
 KO0199  COUNTRY     -  US
 KO0199  USGS QUAD   -  SUNSTONE KNOLL (2017)
 KO0199
 KO0199                         *CURRENT SURVEY CONTROL
 KO0199  ______________________________________________________________________
 KO0199* NAD 83(2011) POSITION- 39 08 57.08007(N) 112 43 02.59634(W)   NO CHECK
 KO0199* NAD 83(2011) ELLIP HT-  1381.177 (meters)        (06/27/12)   NO CHECK
 KO0199* NAD 83(2011) EPOCH   -  2010.00
 KO0199* NAVD 88 ORTHO HEIGHT -  1401.213 (meters)     4597.15  (feet) ADJUSTED
 KO0199  ______________________________________________________________________
 KO0199  GEOID HEIGHT    -        -20.021 (meters)                     GEOID18
 KO0199  NAD 83(2011) X  - -1,913,149.414 (meters)                     COMP
 KO0199  NAD 83(2011) Y  - -4,569,635.108 (meters)                     COMP
 KO0199  NAD 83(2011) Z  -  4,006,046.906 (meters)                     COMP
 KO0199  LAPLACE CORR    -          0.50  (seconds)                    DEFLEC18
 KO0199  DYNAMIC HEIGHT  -       1399.887 (meters)     4592.80  (feet) COMP
 KO0199  MODELED GRAVITY -    979,632.7   (mgal)                       NAVD 88
 KO0199
 KO0199  VERT ORDER      -  FIRST     CLASS I
 KO0199
 KO0199  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KO0199  Standards:
 KO0199         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KO0199            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KO0199  -------------------------------------------------------------------
 KO0199  NETWORK    2.40   4.92           1.13   0.70   2.51      0.36053715
 KO0199  -------------------------------------------------------------------
 KO0199  Click here for local accuracies and other accuracy information.
 KO0199
 KO0199.The horizontal coordinates were established by GPS observations
 KO0199.and adjusted by the National Geodetic Survey in June 2012.
 KO0199
 KO0199.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KO0199.been affixed to the stable North American tectonic plate. See 
 KO0199.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KO0199
 KO0199.The horizontal coordinates are valid at the epoch date displayed above
 KO0199.which is a decimal equivalence of Year/Month/Day.
 KO0199
 KO0199.No horizontal observational check was made to the station.
 KO0199
 KO0199.The orthometric height was determined by differential leveling and
 KO0199.adjusted by the NATIONAL GEODETIC SURVEY
 KO0199.in June 1991.
 KO0199
 KO0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0199.GEOID18 height accuracy estimate available here.
 KO0199
 KO0199.Click photographs - Photos may exist for this station.
 KO0199
 KO0199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KO0199
 KO0199.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0199
 KO0199.The ellipsoidal height was determined by GPS observations
 KO0199.and is referenced to NAD 83.
 KO0199
 KO0199.The dynamic height is computed by dividing the NAVD 88
 KO0199.geopotential number by the normal gravity value computed on the
 KO0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0199.degrees latitude (g = 980.6199 gals.).
 KO0199
 KO0199.The modeled gravity was interpolated from observed gravity values.
 KO0199
 KO0199. The following values were computed from the NAD 83(2011) position.
 KO0199
 KO0199;                    North         East     Units Scale Factor Converg.
 KO0199;SPC UT C     - 2,091,292.648   394,770.300   MT  0.99996993   -0 46 47.4
 KO0199;SPC UT C     - 6,861,182.63  1,295,175.56   sFT  0.99996993   -0 46 47.4
 KO0199;UTM  12      - 4,334,736.867   351,596.614   MT  0.99987118   -1 05 04.0
 KO0199
 KO0199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0199!SPC UT C     -   0.99978335  x   0.99996993  =   0.99975329
 KO0199!UTM  12      -   0.99978335  x   0.99987118  =   0.99965456
 KO0199
 KO0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ5159634736(NAD 83)
 KO0199
 KO0199                          SUPERSEDED SURVEY CONTROL
 KO0199
 KO0199  NAD 83(2007)-  39 08 57.07980(N)    112 43 02.59663(W) AD(2002.00) 1
 KO0199  ELLIP H (05/26/09) 1381.187  (m)                       GP(2002.00) 4 1
 KO0199  NAD 83(1994)-  39 08 57.07936(N)    112 43 02.59601(W) AD(       ) 1
 KO0199  ELLIP H (01/03/06) 1381.193  (m)                       GP(       ) 4 1
 KO0199  NAVD 88            1401.21   (m)         4597.1    (f) LEVELING    3  
 KO0199  NGVD 29 (??/??/92) 1400.11   (m)         4593.5    (f) COMPUTED    1 1
 KO0199
 KO0199.Superseded values are not recommended for survey control.
 KO0199
 KO0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0199.See file dsdata.pdf to determine how the superseded data were derived.
 KO0199
 KO0199_MARKER: DB = BENCH MARK DISK
 KO0199_SETTING: 66 = SET IN ROCK OUTCROP
 KO0199_STAMPING: F 180 1970
 KO0199_MARK LOGO: CGS
 KO0199_MAGNETIC: N = NO MAGNETIC MATERIAL
 KO0199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0199+STABILITY: POSITION/ELEVATION WELL
 KO0199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0199+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 KO0199
 KO0199  HISTORY     - Date     Condition        Report By
 KO0199  HISTORY     - 1970     MONUMENTED       NGS
 KO0199  HISTORY     - 20050801 GOOD             SUNENG
 KO0199
 KO0199                          STATION DESCRIPTION
 KO0199
 KO0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0199'16.3 MI SW FROM DELTA.
 KO0199'16.15 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KO0199'STATION AT DELTA, THENCE 0.15 MILE SOUTHEAST ALONG A DIRT ROAD, ON A
 KO0199'SMALL ROCKY KNOLL, IN THE TOP OF THE NORTH END OF A LONG LOW ROCK
 KO0199'OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 177 FEET
 KO0199'NORTHEAST OF THE CENTER LINE OF THE ROAD, 48 FEET SOUTHWEST OF THE
 KO0199'CENTER LINE OF A DIM TRACK ROAD ALONG THE NORTHEAST SIDE OF THE KNOLL,
 KO0199'8.6 FEET NORTH OF A WITNESS POST, AND ABOUT 5 1/2 FEET HIGHER THAN THE
 KO0199'ROAD.
 KO0199
 KO0199                          STATION RECOVERY (2005)
 KO0199
 KO0199'RECOVERY NOTE BY SUNRISE ENGINEERING 2005 (BLC)
 KO0199'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0246 ***********************************************************************
 JO0246  DESIGNATION -  F 181
 JO0246  PID         -  JO0246
 JO0246  STATE/COUNTY-  UT/MILLARD
 JO0246  COUNTRY     -  US
 JO0246  USGS QUAD   -  CRUZ (2017)
 JO0246
 JO0246                         *CURRENT SURVEY CONTROL
 JO0246  ______________________________________________________________________
 JO0246* NAD 83(1986) POSITION- 38 50 55.     (N) 112 49 58.     (W)   SCALED
 JO0246* NAVD 88 ORTHO HEIGHT -  1475.628 (meters)     4841.29  (feet) ADJUSTED
 JO0246  ______________________________________________________________________
 JO0246  GEOID HEIGHT    -        -20.147 (meters)                     GEOID18
 JO0246  DYNAMIC HEIGHT  -       1474.177 (meters)     4836.53  (feet) COMP
 JO0246  MODELED GRAVITY -    979,593.1   (mgal)                       NAVD 88
 JO0246  OBS GRAVITY     -    979,598.2   (mgal)                       GRAV_OBS
 JO0246
 JO0246  VERT ORDER      -  FIRST     CLASS I
 JO0246
 JO0246.The horizontal coordinates were scaled from a map and have
 JO0246.an estimated accuracy of +/- 6 seconds.
 JO0246
 JO0246.The orthometric height was determined by differential leveling and
 JO0246.adjusted by the NATIONAL GEODETIC SURVEY
 JO0246.in June 1991.
 JO0246
 JO0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0246.GEOID18 height accuracy estimate available here.
 JO0246
 JO0246.Click photographs - Photos may exist for this station.
 JO0246
 JO0246.The dynamic height is computed by dividing the NAVD 88
 JO0246.geopotential number by the normal gravity value computed on the
 JO0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0246.degrees latitude (g = 980.6199 gals.).
 JO0246
 JO0246.The modeled gravity was interpolated from observed gravity values.
 JO0246
 JO0246.The observed gravity was obtained from relative gravimeter ties
 JO0246.to the IGSN71 gravity network.
 JO0246
 JO0246;                    North         East    Units  Estimated Accuracy
 JO0246;SPC UT C     - 2,058,070.      384,300.      MT  (+/- 180 meters Scaled)
 JO0246
 JO0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ409015(NAD 83)
 JO0246
 JO0246                          SUPERSEDED SURVEY CONTROL
 JO0246
 JO0246  NGVD 29 (??/??/92) 1474.53   (m)         4837.7    (f) COMPUTED    1 1
 JO0246
 JO0246.Superseded values are not recommended for survey control.
 JO0246
 JO0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0246.See file dsdata.pdf to determine how the superseded data were derived.
 JO0246
 JO0246_MARKER: DB = BENCH MARK DISK
 JO0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0246_STAMPING: F 181 1970
 JO0246_MARK LOGO: CGS
 JO0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0246+STABILITY: SURFACE MOTION
 JO0246
 JO0246  HISTORY     - Date     Condition        Report By
 JO0246  HISTORY     - 1970     MONUMENTED       NGS
 JO0246
 JO0246                          STATION DESCRIPTION
 JO0246
 JO0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0246'12.1 MI NE FROM BLACK ROCK.
 JO0246'12.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JO0246'AT BLACK ROCK, 1 1/2 FEET SOUTH OF MILEPOLE 611.50, 1 POLE SOUTH OF
 JO0246'THE SOUTH END OF A LONG SHALLOW CUT, 89.0 FEET WEST OF THE WEST RAIL,
 JO0246'7.9 FEET EAST OF A FENCE, 1.7 FEET NORTH OF A WITNESS POST, ABOUT 3
 JO0246'FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER
 JO0246'COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 28 FEET. THE UPPER
 JO0246'PORTION OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.4 FOOT
 JO0246'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0212 ***********************************************************************
 JO0212  FBN         -  This is a Federal Base Network Control Station.
 JO0212  DESIGNATION -  F 182
 JO0212  PID         -  JO0212
 JO0212  STATE/COUNTY-  UT/MILLARD
 JO0212  COUNTRY     -  US
 JO0212  USGS QUAD   -  READ (2017)
 JO0212
 JO0212                         *CURRENT SURVEY CONTROL
 JO0212  ______________________________________________________________________
 JO0212* NAD 83(2011) POSITION- 38 37 01.33621(N) 112 59 07.08021(W)   ADJUSTED
 JO0212* NAD 83(2011) ELLIP HT-  1465.274 (meters)        (06/27/12)   ADJUSTED
 JO0212* NAD 83(2011) EPOCH   -  2010.00
 JO0212* NAVD 88 ORTHO HEIGHT -  1485.929 (meters)     4875.09  (feet) ADJUSTED
 JO0212  ______________________________________________________________________
 JO0212  GEOID HEIGHT    -        -20.648 (meters)                     GEOID18
 JO0212  NAD 83(2011) X  - -1,949,005.626 (meters)                     COMP
 JO0212  NAD 83(2011) Y  - -4,594,846.788 (meters)                     COMP
 JO0212  NAD 83(2011) Z  -  3,960,103.289 (meters)                     COMP
 JO0212  LAPLACE CORR    -          2.21  (seconds)                    DEFLEC18
 JO0212  DYNAMIC HEIGHT  -       1484.425 (meters)     4870.15  (feet) COMP
 JO0212  MODELED GRAVITY -    979,564.6   (mgal)                       NAVD 88
 JO0212
 JO0212  VERT ORDER      -  FIRST     CLASS I
 JO0212
 JO0212  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JO0212  Standards:
 JO0212         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JO0212            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JO0212  -------------------------------------------------------------------
 JO0212  NETWORK    0.49   1.00           0.22   0.18   0.51     -0.07786682
 JO0212  -------------------------------------------------------------------
 JO0212  Click here for local accuracies and other accuracy information.
 JO0212
 JO0212.The horizontal coordinates were established by GPS observations
 JO0212.and adjusted by the National Geodetic Survey in June 2012.
 JO0212
 JO0212.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JO0212.been affixed to the stable North American tectonic plate. See 
 JO0212.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JO0212
 JO0212.The horizontal coordinates are valid at the epoch date displayed above
 JO0212.which is a decimal equivalence of Year/Month/Day.
 JO0212
 JO0212.The orthometric height was determined by differential leveling and
 JO0212.adjusted by the NATIONAL GEODETIC SURVEY
 JO0212.in June 1991.
 JO0212
 JO0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0212.GEOID18 height accuracy estimate available here.
 JO0212
 JO0212.Click photographs - Photos may exist for this station.
 JO0212
 JO0212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JO0212
 JO0212.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0212
 JO0212.The ellipsoidal height was determined by GPS observations
 JO0212.and is referenced to NAD 83.
 JO0212
 JO0212.The dynamic height is computed by dividing the NAVD 88
 JO0212.geopotential number by the normal gravity value computed on the
 JO0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0212.degrees latitude (g = 980.6199 gals.).
 JO0212
 JO0212.The modeled gravity was interpolated from observed gravity values.
 JO0212
 JO0212. The following values were computed from the NAD 83(2011) position.
 JO0212
 JO0212;                    North         East     Units Scale Factor Converg.
 JO0212;SPC UT C     - 2,032,572.533   370,633.192   MT  1.00012254   -0 57 05.2
 JO0212;SPC UT C     - 6,668,531.72  1,215,985.73   sFT  1.00012254   -0 57 05.2
 JO0212;UTM  12      - 4,276,149.564   327,158.821   MT  0.99996790   -1 14 21.7
 JO0212
 JO0212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0212!SPC UT C     -   0.99977015  x   1.00012254  =   0.99989266
 JO0212!UTM  12      -   0.99977015  x   0.99996790  =   0.99973805
 JO0212
 JO0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH2715876149(NAD 83)
 JO0212
 JO0212                          SUPERSEDED SURVEY CONTROL
 JO0212
 JO0212  NAD 83(2007)-  38 37 01.33578(N)    112 59 07.08041(W) AD(2002.00) 0
 JO0212  ELLIP H (02/10/07) 1465.282  (m)                       GP(2002.00)    
 JO0212  ELLIP H (06/28/00) 1465.290  (m)                       GP(       ) 4 1
 JO0212  NAD 83(1994)-  38 37 01.33483(N)    112 59 07.07830(W) AD(       ) B
 JO0212  ELLIP H (04/21/95) 1465.399  (m)                       GP(       ) 4 1
 JO0212  NAVD 88            1485.93   (m)         4875.1    (f) LEVELING    3  
 JO0212  NGVD 29 (??/??/92) 1484.608  (m)         4870.75   (f) ADJ UNCH    1 1
 JO0212
 JO0212.Superseded values are not recommended for survey control.
 JO0212
 JO0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0212.See file dsdata.pdf to determine how the superseded data were derived.
 JO0212
 JO0212_MARKER: DB = BENCH MARK DISK
 JO0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0212_STAMPING: F 182 1970
 JO0212_MARK LOGO: CGS
 JO0212_MAGNETIC: N = NO MAGNETIC MATERIAL
 JO0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0212+STABILITY: SURFACE MOTION
 JO0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0212+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2012
 JO0212
 JO0212  HISTORY     - Date     Condition        Report By
 JO0212  HISTORY     - 1970     MONUMENTED       NGS
 JO0212  HISTORY     - 19931123 GOOD             NGS
 JO0212  HISTORY     - 19990204 GOOD             NGS
 JO0212  HISTORY     - 20120113 GOOD             GEOCAC
 JO0212
 JO0212                          STATION DESCRIPTION
 JO0212
 JO0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0212'6.9 MI S FROM BLACK ROCK.
 JO0212'6.9 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JO0212'BLACK ROCK, 1 1/2 FEET SOUTH OF MILEPOLE 592.50, 89.6 FEET WEST OF THE
 JO0212'WEST RAIL, 48 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 257, 8.3
 JO0212'FEET EAST OF A FENCE, 2.0 FEET NORTH OF A WITNESS POST, ABOUT 6 1/2
 JO0212'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JO0212'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JO0212
 JO0212                          STATION RECOVERY (1993)
 JO0212
 JO0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 JO0212'STATION IS LOCATED ABOUT 25 KM (15.55 MI) NORTH OF MILFORD, 4.8 KM
 JO0212'(3.00 MI) NORTH OF THE MILLARD-BEAVER COUNTY LINE, 12 KM (7.45 MI)
 JO0212'SOUTH OF BLACK ROCK (SIDING), IN A DIRT STRIP BETWEEN STATE HIGHWAY
 JO0212'257 AND RAILROAD TRACKS, 0.42 KM (0.25 MI) NORTH OF A RAILROAD BRIDGE,
 JO0212'AT HIGHWAY MILE 15.5.  OWNERSHIP--SOUTHERN PACIFIC RAILROAD. TO REACH
 JO0212'FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 257 IN MILFORD, GO NORTH ON
 JO0212'HIGHWAY 257 FOR 20.07 KM (12.45 MI) TO THE COUNTY LINE. CONTINUE AHEAD
 JO0212'FOR 4.78 KM (2.95 MI) TO THE STATION ON THE RIGHT. STATION MARK IS SET
 JO0212'IN THE TOP OF A 30-CM ROUND CONCRETE POST PROJECTING 10 CM ABOVE
 JO0212'GROUND.  IT IS 14.7 M (48.2 FT) EAST OF, AND SLIGHTLY LOWER THAN THE
 JO0212'HIGHWAY CENTER, 2.5 M (8.2 FT) EAST OF THE RIGHT-OF-WAY FENCE, 0.7 M
 JO0212'(2.3 FT) NORTH OF A METAL WITNESS POST, AND 27.2 M (89.2 FT) WEST OF,
 JO0212'AND 2.5 M (8.2 FT) LOWER THAN THE WEST RAIL OF THE TRACK. DESCRIBED BY
 JO0212'G.R.HEID
 JO0212
 JO0212                          STATION RECOVERY (1999)
 JO0212
 JO0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 JO0212'RECOVERED AS DESCRIBED WITH THESE ADDITIONS, 0.72 KM (0.45 MI) NORTH
 JO0212'OF STATE HIGHWAY MILEPOST 15 AND 0.40 KM (0.25 MI) NORTH OF A RAILROAD
 JO0212'BRIDGE PARALLELING THE HIGHWAY OVER A WASH.
 JO0212
 JO0212                          STATION RECOVERY (2012)
 JO0212
 JO0212'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 JO0212'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0333 ***********************************************************************
 JO0333  DESIGNATION -  F 183
 JO0333  PID         -  JO0333
 JO0333  STATE/COUNTY-  UT/BEAVER
 JO0333  COUNTRY     -  US
 JO0333  USGS QUAD   -  MILFORD (2017)
 JO0333
 JO0333                         *CURRENT SURVEY CONTROL
 JO0333  ______________________________________________________________________
 JO0333* NAD 83(1986) POSITION- 38 25 23.     (N) 113 05 33.     (W)   SCALED
 JO0333* NAVD 88 ORTHO HEIGHT -  1628.675 (meters)     5343.41  (feet) ADJUSTED
 JO0333  ______________________________________________________________________
 JO0333  GEOID HEIGHT    -        -20.891 (meters)                     GEOID18
 JO0333  DYNAMIC HEIGHT  -       1626.974 (meters)     5337.83  (feet) COMP
 JO0333  MODELED GRAVITY -    979,526.6   (mgal)                       NAVD 88
 JO0333
 JO0333  VERT ORDER      -  FIRST     CLASS I
 JO0333
 JO0333.The horizontal coordinates were scaled from a map and have
 JO0333.an estimated accuracy of +/- 6 seconds.
 JO0333
 JO0333.The orthometric height was determined by differential leveling and
 JO0333.adjusted by the NATIONAL GEODETIC SURVEY
 JO0333.in June 1991.
 JO0333
 JO0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0333.GEOID18 height accuracy estimate available here.
 JO0333
 JO0333.Click photographs - Photos may exist for this station.
 JO0333
 JO0333.The dynamic height is computed by dividing the NAVD 88
 JO0333.geopotential number by the normal gravity value computed on the
 JO0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0333.degrees latitude (g = 980.6199 gals.).
 JO0333
 JO0333.The modeled gravity was interpolated from observed gravity values.
 JO0333
 JO0333;                    North         East    Units  Estimated Accuracy
 JO0333;SPC UT S     - 3,196,120.      360,940.      MT  (+/- 180 meters Scaled)
 JO0333
 JO0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH173548(NAD 83)
 JO0333
 JO0333                          SUPERSEDED SURVEY CONTROL
 JO0333
 JO0333.No superseded survey control is available for this station.
 JO0333
 JO0333_MARKER: DB = BENCH MARK DISK
 JO0333_SETTING: 66 = SET IN ROCK OUTCROP
 JO0333_STAMPING: F 183 1970
 JO0333_MARK LOGO: CGS
 JO0333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0333+STABILITY: POSITION/ELEVATION WELL
 JO0333
 JO0333  HISTORY     - Date     Condition        Report By
 JO0333  HISTORY     - 1970     MONUMENTED       NGS
 JO0333  HISTORY     - 1984     GOOD             NGS
 JO0333  HISTORY     - 1984     GOOD             NGS
 JO0333
 JO0333                          STATION DESCRIPTION
 JO0333
 JO0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0333'5.15 MI NW FROM MILFORD.
 JO0333'4.9 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF MAIN
 JO0333'STREET AT MILFORD, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, AT THE
 JO0333'SOUTHWEST BASE OF A ROCKY HILL, IN THE TOP OF A 3 1/2- BY 7-FOOT
 JO0333'OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 198 FEET EAST
 JO0333'OF THE CENTER LINE OF THE ROAD, 85.5 FEET EAST OF BENCH MARK E 183,
 JO0333'84.9 FEET NORTHEAST OF BENCH MARK D 183, AND ABOUT 14 FEET HIGHER THAN
 JO0333'THE ROAD.  SECTION 33, T27S, R11W.
 JO0333
 JO0333                          STATION RECOVERY (1984)
 JO0333
 JO0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0333'RECOVERED IN GOOD CONDITION.  THE 1970 DESCRIPTION IS ADEQUATE EXCEPT
 JO0333'THE MARK IS 4.6 M ABOVE THE ROAD.
 JO0333
 JO0333                          STATION RECOVERY (1984)
 JO0333
 JO0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0333'RECOVERED IN GOOD CONDITION.  THE 1970 DESCRIPTION IS ADEQUATE EXCEPT
 JO0333'7.62 KM (4.73 MI) WEST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION WITH
 JO0333'STATE HIGHWAY 257 AT MILFORD, THENCE 0.44 KM (0.27 MI) NORTHWEST ALONG
 JO0333'A TRACK ROAD.
 JO0333'THE MARK IS 4.6 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0229 ***********************************************************************
 JM0229  DESIGNATION -  F 20
 JM0229  PID         -  JM0229
 JM0229  STATE/COUNTY-  UT/SAN JUAN
 JM0229  COUNTRY     -  US
 JM0229  USGS QUAD   -  KANE SPRINGS (2017)
 JM0229
 JM0229                         *CURRENT SURVEY CONTROL
 JM0229  ______________________________________________________________________
 JM0229* NAD 83(1986) POSITION- 38 23 45.     (N) 109 27 03.     (W)   SCALED
 JM0229* NAVD 88 ORTHO HEIGHT -  1564.745 (meters)     5133.67  (feet) ADJUSTED
 JM0229  ______________________________________________________________________
 JM0229  GEOID HEIGHT    -        -19.321 (meters)                     GEOID18
 JM0229  DYNAMIC HEIGHT  -       1563.087 (meters)     5128.23  (feet) COMP
 JM0229  MODELED GRAVITY -    979,514.0   (mgal)                       NAVD 88
 JM0229
 JM0229  VERT ORDER      -  FIRST     CLASS II
 JM0229
 JM0229.The horizontal coordinates were scaled from a map and have
 JM0229.an estimated accuracy of +/- 6 seconds.
 JM0229
 JM0229.The orthometric height was determined by differential leveling and
 JM0229.adjusted by the NATIONAL GEODETIC SURVEY
 JM0229.in June 1991.
 JM0229
 JM0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0229.GEOID18 height accuracy estimate available here.
 JM0229
 JM0229.Click photographs - Photos may exist for this station.
 JM0229
 JM0229.The dynamic height is computed by dividing the NAVD 88
 JM0229.geopotential number by the normal gravity value computed on the
 JM0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0229.degrees latitude (g = 980.6199 gals.).
 JM0229
 JM0229.The modeled gravity was interpolated from observed gravity values.
 JM0229
 JM0229;                    North         East    Units  Estimated Accuracy
 JM0229;SPC UT S     - 3,193,880.      679,000.      MT  (+/- 180 meters Scaled)
 JM0229
 JM0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH352508(NAD 83)
 JM0229
 JM0229                          SUPERSEDED SURVEY CONTROL
 JM0229
 JM0229  NGVD 29 (??/??/92) 1563.738  (m)         5130.36   (f) ADJ UNCH    1 2
 JM0229
 JM0229.Superseded values are not recommended for survey control.
 JM0229
 JM0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0229.See file dsdata.pdf to determine how the superseded data were derived.
 JM0229
 JM0229_MARKER: DD = SURVEY DISK
 JM0229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JM0229_SP_SET: BRIDGE
 JM0229_STAMPING: 5130.364 F 20 1933
 JM0229_MARK LOGO: CGS
 JM0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JM0229
 JM0229  HISTORY     - Date     Condition        Report By
 JM0229  HISTORY     - 1933     MONUMENTED       CGS
 JM0229  HISTORY     - 1954     GOOD             CGS
 JM0229  HISTORY     - 20091218 MARK NOT FOUND   GEOCAC
 JM0229
 JM0229                          STATION DESCRIPTION
 JM0229
 JM0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JM0229'15.7 MI SE FROM MOAB.
 JM0229'IN SAN JUAN COUNTY, 15.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 160 FROM
 JM0229'THE COURTHOUSE AT MOAB, GRAND COUNTY, AT A 3-SPAN CONCRETE BRIDGE OVER
 JM0229'CAVE SPRINGS WASH, IN THE TOP OF THE EAST HUB GUARD, AND 5 FEET FROM
 JM0229'THE NORTH END.  A STANDARD DISK, STAMPED 5130.364 F 20 1933. NOTE--
 JM0229'HIGHWAY CHANGED TO U.S HIGHWAY 160.
 JM0229
 JM0229                          STATION RECOVERY (2009)
 JM0229
 JM0229'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0229'OLD BRIDGE STRUCTURE NOT SEEN.  HIGHWAY IS NOW US 191 AND THE BRIDGE
 JM0229'AT THIS LOCATION IS A NEW SINGLE SPAN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0258 ***********************************************************************
 JM0258  DESIGNATION -  F 21
 JM0258  PID         -  JM0258
 JM0258  STATE/COUNTY-  UT/SAN JUAN
 JM0258  COUNTRY     -  US
 JM0258  USGS QUAD   -  CHURCH ROCK (2017)
 JM0258
 JM0258                         *CURRENT SURVEY CONTROL
 JM0258  ______________________________________________________________________
 JM0258* NAD 83(1986) POSITION- 38 04 54.     (N) 109 21 32.     (W)   SCALED
 JM0258* NAVD 88 ORTHO HEIGHT -  1838.372 (meters)     6031.39  (feet) ADJUSTED
 JM0258  ______________________________________________________________________
 JM0258  GEOID HEIGHT    -        -18.840 (meters)                     GEOID18
 JM0258  DYNAMIC HEIGHT  -       1836.311 (meters)     6024.63  (feet) COMP
 JM0258  MODELED GRAVITY -    979,442.8   (mgal)                       NAVD 88
 JM0258
 JM0258  VERT ORDER      -  FIRST     CLASS II
 JM0258
 JM0258.The horizontal coordinates were scaled from a map and have
 JM0258.an estimated accuracy of +/- 6 seconds.
 JM0258
 JM0258.The orthometric height was determined by differential leveling and
 JM0258.adjusted by the NATIONAL GEODETIC SURVEY
 JM0258.in June 1991.
 JM0258
 JM0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0258.GEOID18 height accuracy estimate available here.
 JM0258
 JM0258.Click photographs - Photos may exist for this station.
 JM0258
 JM0258.The dynamic height is computed by dividing the NAVD 88
 JM0258.geopotential number by the normal gravity value computed on the
 JM0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0258.degrees latitude (g = 980.6199 gals.).
 JM0258
 JM0258.The modeled gravity was interpolated from observed gravity values.
 JM0258
 JM0258;                    North         East    Units  Estimated Accuracy
 JM0258;SPC UT S     - 3,159,190.      687,830.      MT  (+/- 180 meters Scaled)
 JM0258
 JM0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH439161(NAD 83)
 JM0258
 JM0258                          SUPERSEDED SURVEY CONTROL
 JM0258
 JM0258  NGVD 29 (??/??/92) 1837.322  (m)         6027.95   (f) ADJ UNCH    1 2
 JM0258
 JM0258.Superseded values are not recommended for survey control.
 JM0258
 JM0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0258.See file dsdata.pdf to determine how the superseded data were derived.
 JM0258
 JM0258_MARKER: DB = BENCH MARK DISK
 JM0258_SETTING: 66 = SET IN ROCK OUTCROP
 JM0258_STAMPING: 6027.947 F 21 1933
 JM0258_MARK LOGO: CGS
 JM0258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0258+STABILITY: POSITION/ELEVATION WELL
 JM0258
 JM0258  HISTORY     - Date     Condition        Report By
 JM0258  HISTORY     - 1933     MONUMENTED       CGS
 JM0258  HISTORY     - 1934     GOOD             CGS
 JM0258  HISTORY     - 1982     GOOD             USGS
 JM0258
 JM0258                          STATION DESCRIPTION
 JM0258
 JM0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0258'15.1 MI N FROM MONTICELLO.
 JM0258'15.1 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 JM0258'MONTICELLO, SAN JUAN COUNTY, AT JUG ROCK, 145 FEET WEST OF THE
 JM0258'CENTERLINE OF THE HIGHWAY, 55 FEET SOUTHEAST OF THE MAIN BODY OF THE
 JM0258'OUTCROP, IN THE TOP OF A PROTRUDING SANDSTONE SHELF, AND 10 FEET
 JM0258'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED 6027.947 F 21 1933.
 JM0258
 JM0258                          STATION RECOVERY (1982)
 JM0258
 JM0258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0258'LASAL JUNCTION, 15.3 MILES SOUTHEAST OF. 15.3 MILES SOUTH ALONG U.S.
 JM0258'HWY. 191 FROM LASAL JUNCTION. AT SUGAR LOAF ROCK. 1665 FT. WEST
 JM0258'CENTERLINE OF HWY. 140 FT. NORTHWEST OF INTERSECTION OF OLD HWY. AND
 JM0258'TRACK ROAD TO SUGAR LOAF ROCK, 55 FT. SOUTHEAST OF THE MAIN BODY OF
 JM0258'THE ROCK, 11 FT. HIGHER THAN OLD HWY. A STANDARD DISK SET IN A
 JM0258'PROTRUDING SANDSTONE SHELF, STAMPED 6027.947 F-21 1933.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0166 ***********************************************************************
 HM0166  DESIGNATION -  F 22
 HM0166  PID         -  HM0166
 HM0166  STATE/COUNTY-  UT/SAN JUAN
 HM0166  COUNTRY     -  US
 HM0166  USGS QUAD   -  BLANDING NORTH (2017)
 HM0166
 HM0166                         *CURRENT SURVEY CONTROL
 HM0166  ______________________________________________________________________
 HM0166* NAD 83(1986) POSITION- 37 44 05.     (N) 109 24 24.     (W)   SCALED
 HM0166* NAVD 88 ORTHO HEIGHT -  2142.924 (meters)     7030.58  (feet) ADJUSTED
 HM0166  ______________________________________________________________________
 HM0166  GEOID HEIGHT    -        -19.296 (meters)                     GEOID18
 HM0166  DYNAMIC HEIGHT  -       2140.307 (meters)     7021.99  (feet) COMP
 HM0166  MODELED GRAVITY -    979,331.4   (mgal)                       NAVD 88
 HM0166
 HM0166  VERT ORDER      -  FIRST     CLASS II
 HM0166
 HM0166.The horizontal coordinates were scaled from a map and have
 HM0166.an estimated accuracy of +/- 6 seconds.
 HM0166
 HM0166.The orthometric height was determined by differential leveling and
 HM0166.adjusted by the NATIONAL GEODETIC SURVEY
 HM0166.in June 1991.
 HM0166
 HM0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0166.GEOID18 height accuracy estimate available here.
 HM0166
 HM0166.Click photographs - Photos may exist for this station.
 HM0166
 HM0166.The dynamic height is computed by dividing the NAVD 88
 HM0166.geopotential number by the normal gravity value computed on the
 HM0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0166.degrees latitude (g = 980.6199 gals.).
 HM0166
 HM0166.The modeled gravity was interpolated from observed gravity values.
 HM0166
 HM0166;                    North         East    Units  Estimated Accuracy
 HM0166;SPC UT S     - 3,120,600.      684,500.      MT  (+/- 180 meters Scaled)
 HM0166
 HM0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG403775(NAD 83)
 HM0166
 HM0166                          SUPERSEDED SURVEY CONTROL
 HM0166
 HM0166  NGVD 29 (??/??/92) 2141.748  (m)         7026.72   (f) ADJ UNCH    1 2
 HM0166
 HM0166.Superseded values are not recommended for survey control.
 HM0166
 HM0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0166.See file dsdata.pdf to determine how the superseded data were derived.
 HM0166
 HM0166_MARKER: DB = BENCH MARK DISK
 HM0166_SETTING: 66 = SET IN ROCK OUTCROP
 HM0166_STAMPING: 7026.718 F 22 1933
 HM0166_MARK LOGO: CGS
 HM0166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0166+STABILITY: POSITION/ELEVATION WELL
 HM0166
 HM0166  HISTORY     - Date     Condition        Report By
 HM0166  HISTORY     - 1933     MONUMENTED       CGS
 HM0166  HISTORY     - 1934     GOOD             CGS
 HM0166  HISTORY     - 20111112 MARK NOT FOUND   GEOCAC
 HM0166
 HM0166                          STATION DESCRIPTION
 HM0166
 HM0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0166'9.7 MI N FROM BLANDING.
 HM0166'9.7 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE HIGH SCHOOL AT
 HM0166'BLANDING, SAN JUAN COUNTY, 0.6 MILE NORTHEAST OF THE BOUNDARY OF THE
 HM0166'LA SAL NATIONAL FOREST, 240 FEET NORTHEAST OF THE END OF THE GUARD
 HM0166'RAIL AT A LARGE FILL OVER A DEEP RAVINE, 20 YARDS WEST OF THE TOP OF A
 HM0166'SMALL SPUR, 50 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, IN
 HM0166'BEDROCK 7 FEET EAST OF A 3-FOOT LEDGE, AND 2 FEET HIGHER THAN THE
 HM0166'HIGHWAY.  A STANDARD DISK, STAMPED 7026.718 F 22 1933.
 HM0166
 HM0166                          STATION RECOVERY (2011)
 HM0166
 HM0166'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 HM0166'US 191 HAS BEEN WIDENED AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0197 ***********************************************************************
 JO0197  DESIGNATION -  F 231
 JO0197  PID         -  JO0197
 JO0197  STATE/COUNTY-  UT/BEAVER
 JO0197  COUNTRY     -  US
 JO0197  USGS QUAD   -  BLACK RIDGE (2017)
 JO0197
 JO0197                         *CURRENT SURVEY CONTROL
 JO0197  ______________________________________________________________________
 JO0197* NAD 83(1986) POSITION- 38 15 44.     (N) 112 32 49.     (W)   SCALED
 JO0197* NAVD 88 ORTHO HEIGHT -  1943.678 (meters)     6376.88  (feet) ADJUSTED
 JO0197  ______________________________________________________________________
 JO0197  GEOID HEIGHT    -        -19.664 (meters)                     GEOID18
 JO0197  DYNAMIC HEIGHT  -       1941.335 (meters)     6369.20  (feet) COMP
 JO0197  MODELED GRAVITY -    979,355.5   (mgal)                       NAVD 88
 JO0197
 JO0197  VERT ORDER      -  SECOND    CLASS 0
 JO0197
 JO0197.The horizontal coordinates were scaled from a map and have
 JO0197.an estimated accuracy of +/- 6 seconds.
 JO0197
 JO0197.The orthometric height was determined by differential leveling and
 JO0197.adjusted by the NATIONAL GEODETIC SURVEY
 JO0197.in June 1991.
 JO0197
 JO0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0197.GEOID18 height accuracy estimate available here.
 JO0197
 JO0197.Click photographs - Photos may exist for this station.
 JO0197
 JO0197.The dynamic height is computed by dividing the NAVD 88
 JO0197.geopotential number by the normal gravity value computed on the
 JO0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0197.degrees latitude (g = 980.6199 gals.).
 JO0197
 JO0197.The modeled gravity was interpolated from observed gravity values.
 JO0197
 JO0197;                    North         East    Units  Estimated Accuracy
 JO0197;SPC UT S     - 3,177,600.      408,380.      MT  (+/- 180 meters Scaled)
 JO0197
 JO0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH646360(NAD 83)
 JO0197
 JO0197                          SUPERSEDED SURVEY CONTROL
 JO0197
 JO0197  NGVD 29 (??/??/92) 1942.326  (m)         6372.45   (f) ADJ UNCH    2 0
 JO0197
 JO0197.Superseded values are not recommended for survey control.
 JO0197
 JO0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0197.See file dsdata.pdf to determine how the superseded data were derived.
 JO0197
 JO0197_MARKER: DB = BENCH MARK DISK
 JO0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0197_STAMPING: F 231 1935
 JO0197_MARK LOGO: CGS
 JO0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0197+STABILITY: SURFACE MOTION
 JO0197
 JO0197  HISTORY     - Date     Condition        Report By
 JO0197  HISTORY     - 1935     MONUMENTED       CGS
 JO0197  HISTORY     - 1954     MARK NOT FOUND   USGS
 JO0197  HISTORY     - 1984     MARK NOT FOUND   USGS
 JO0197
 JO0197                          STATION DESCRIPTION
 JO0197
 JO0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0197'5.9 MI E FROM BEAVER.
 JO0197'ABOUT 5.9 MILES EAST ALONG STATE HIGHWAY 21 FROM BEAVER, BEAVER
 JO0197'COUNTY, BETWEEN TWO CURVES, ABOUT 60 FEET EAST OF THE CENTER LINE OF A
 JO0197'SMALL CREEK, ABOUT 58 FEET WEST OF A POWER LINE, 36 FEET EAST OF A ROW
 JO0197'OF POLES.  A STANDARD DISK, STAMPED F 231 1935 AND SET IN THE TOP OF A
 JO0197'CONCRETE POST.
 JO0197
 JO0197                          STATION RECOVERY (1954)
 JO0197
 JO0197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JO0197'MARK NOT FOUND.
 JO0197
 JO0197                          STATION RECOVERY (1984)
 JO0197
 JO0197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JO0197'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0131 ***********************************************************************
 JO0131  DESIGNATION -  F 232
 JO0131  PID         -  JO0131
 JO0131  STATE/COUNTY-  UT/PIUTE
 JO0131  COUNTRY     -  US
 JO0131  USGS QUAD   -  DELANO PEAK (2017)
 JO0131
 JO0131                         *CURRENT SURVEY CONTROL
 JO0131  ______________________________________________________________________
 JO0131* NAD 83(1986) POSITION- 38 15 02.     (N) 112 18 45.     (W)   SCALED
 JO0131* NAVD 88 ORTHO HEIGHT -  2465.149 (meters)     8087.74  (feet) ADJUSTED
 JO0131  ______________________________________________________________________
 JO0131  GEOID HEIGHT    -        -19.086 (meters)                     GEOID18
 JO0131  DYNAMIC HEIGHT  -       2462.068 (meters)     8077.63  (feet) COMP
 JO0131  MODELED GRAVITY -    979,290.0   (mgal)                       NAVD 88
 JO0131
 JO0131  VERT ORDER      -  SECOND    CLASS 0
 JO0131
 JO0131.The horizontal coordinates were scaled from a map and have
 JO0131.an estimated accuracy of +/- 6 seconds.
 JO0131
 JO0131.The orthometric height was determined by differential leveling and
 JO0131.adjusted by the NATIONAL GEODETIC SURVEY
 JO0131.in June 1991.
 JO0131
 JO0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0131.GEOID18 height accuracy estimate available here.
 JO0131
 JO0131.Click photographs - Photos may exist for this station.
 JO0131
 JO0131.The dynamic height is computed by dividing the NAVD 88
 JO0131.geopotential number by the normal gravity value computed on the
 JO0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0131.degrees latitude (g = 980.6199 gals.).
 JO0131
 JO0131.The modeled gravity was interpolated from observed gravity values.
 JO0131
 JO0131;                    North         East    Units  Estimated Accuracy
 JO0131;SPC UT S     - 3,176,100.      428,880.      MT  (+/- 180 meters Scaled)
 JO0131
 JO0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH851344(NAD 83)
 JO0131
 JO0131                          SUPERSEDED SURVEY CONTROL
 JO0131
 JO0131  NGVD 29 (??/??/92) 2463.749  (m)         8083.15   (f) ADJ UNCH    2 0
 JO0131
 JO0131.Superseded values are not recommended for survey control.
 JO0131
 JO0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0131.See file dsdata.pdf to determine how the superseded data were derived.
 JO0131
 JO0131_MARKER: DB = BENCH MARK DISK
 JO0131_SETTING: 66 = SET IN ROCK OUTCROP
 JO0131_STAMPING: F 232 1935
 JO0131_MARK LOGO: CGS
 JO0131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0131+STABILITY: POSITION/ELEVATION WELL
 JO0131
 JO0131  HISTORY     - Date     Condition        Report By
 JO0131  HISTORY     - 1935     MONUMENTED       CGS
 JO0131  HISTORY     - 1975     GOOD             USGS
 JO0131
 JO0131                          STATION DESCRIPTION
 JO0131
 JO0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0131'7.3 MI NW FROM JUNCTION.
 JO0131'ABOUT 7.3 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM JUNCTION, PIUTE
 JO0131'COUNTY, AT A HILL, ABOUT 120 FEET WEST OF THE POINT OF A CURVE, 54
 JO0131'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY IN THE TOP OF A
 JO0131'SANDSTONE OUTCROP, AND ABOUT 15 FEET HIGHER THAN THE ROADWAY.  A
 JO0131'STANDARD DISK, STAMPED F 232 1935.
 JO0131
 JO0131                          STATION RECOVERY (1975)
 JO0131
 JO0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0131'ABOUT 7.8 MILES NORTHWEST ALONG STATE HIGHWAY 153 FROM JUNCTION,
 JO0131'PIUTE COUNTY, AT A HILL, ABOUT 185 FEET NORTHEAST OF HIGHWAY, AND IN
 JO0131'THE TOP OF A SANDSTONE OUTCROP. A STANDARD DISK, STAMPED F 232 1935.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0160 ***********************************************************************
 KN0160  DESIGNATION -  F 239
 KN0160  PID         -  KN0160
 KN0160  STATE/COUNTY-  UT/CARBON
 KN0160  COUNTRY     -  US
 KN0160  USGS QUAD   -  SCOFIELD RESERVOIR (2017)
 KN0160
 KN0160                         *CURRENT SURVEY CONTROL
 KN0160  ______________________________________________________________________
 KN0160* NAD 83(1986) POSITION- 39 47 03.     (N) 111 08 00.     (W)   SCALED
 KN0160* NAVD 88 ORTHO HEIGHT -  2333.282 (meters)     7655.11  (feet) ADJUSTED
 KN0160  ______________________________________________________________________
 KN0160  GEOID HEIGHT    -        -15.909 (meters)                     GEOID18
 KN0160  DYNAMIC HEIGHT  -       2330.768 (meters)     7646.86  (feet) COMP
 KN0160  MODELED GRAVITY -    979,464.3   (mgal)                       NAVD 88
 KN0160
 KN0160  VERT ORDER      -  SECOND    CLASS 0
 KN0160
 KN0160.The horizontal coordinates were scaled from a map and have
 KN0160.an estimated accuracy of +/- 6 seconds.
 KN0160
 KN0160.The orthometric height was determined by differential leveling and
 KN0160.adjusted by the NATIONAL GEODETIC SURVEY
 KN0160.in June 1991.
 KN0160
 KN0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0160.GEOID18 height accuracy estimate available here.
 KN0160
 KN0160.Click photographs - Photos may exist for this station.
 KN0160
 KN0160.The dynamic height is computed by dividing the NAVD 88
 KN0160.geopotential number by the normal gravity value computed on the
 KN0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0160.degrees latitude (g = 980.6199 gals.).
 KN0160
 KN0160.The modeled gravity was interpolated from observed gravity values.
 KN0160
 KN0160;                    North         East    Units  Estimated Accuracy
 KN0160;SPC UT C     - 2,161,130.      531,410.      MT  (+/- 180 meters Scaled)
 KN0160
 KN0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK885038(NAD 83)
 KN0160
 KN0160                          SUPERSEDED SURVEY CONTROL
 KN0160
 KN0160  NGVD 29 (??/??/92) 2331.984  (m)         7650.85   (f) ADJ UNCH    2 0
 KN0160
 KN0160.Superseded values are not recommended for survey control.
 KN0160
 KN0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0160.See file dsdata.pdf to determine how the superseded data were derived.
 KN0160
 KN0160_MARKER: DB = BENCH MARK DISK
 KN0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0160_STAMPING: F 239 1935
 KN0160_MARK LOGO: CGS
 KN0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0160+STABILITY: SURFACE MOTION
 KN0160
 KN0160  HISTORY     - Date     Condition        Report By
 KN0160  HISTORY     - 1935     MONUMENTED       CGS
 KN0160  HISTORY     - 1974     MARK NOT FOUND   USGS
 KN0160
 KN0160                          STATION DESCRIPTION
 KN0160
 KN0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0160'4.5 MI NE FROM SCOFIELD.
 KN0160'ABOUT 4.5 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 KN0160'RAILROAD FROM SCOFIELD, CARBON COUNTY, ABOUT 150 YARDS SOUTH OF A
 KN0160'CURVE TO THE EAST, ABOUT 50 FEET SOUTH OF A CONCRETE CULVERT, AND 27
 KN0160'FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED F
 KN0160'239 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KN0160
 KN0160                          STATION RECOVERY (1974)
 KN0160
 KN0160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KN0160'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0254 ***********************************************************************
 HM0254  DESIGNATION -  F 24
 HM0254  PID         -  HM0254
 HM0254  STATE/COUNTY-  UT/SAN JUAN
 HM0254  COUNTRY     -  US
 HM0254  USGS QUAD   -  MEXICAN HAT (2017)
 HM0254
 HM0254                         *CURRENT SURVEY CONTROL
 HM0254  ______________________________________________________________________
 HM0254* NAD 83(1986) POSITION- 37 11 09.     (N) 109 51 52.     (W)   SCALED
 HM0254* NAVD 88 ORTHO HEIGHT -  1371.435 (meters)     4499.45  (feet) ADJUSTED
 HM0254  ______________________________________________________________________
 HM0254  GEOID HEIGHT    -        -20.886 (meters)                     GEOID18
 HM0254  DYNAMIC HEIGHT  -       1369.918 (meters)     4494.47  (feet) COMP
 HM0254  MODELED GRAVITY -    979,477.5   (mgal)                       NAVD 88
 HM0254
 HM0254  VERT ORDER      -  FIRST     CLASS II
 HM0254
 HM0254.The horizontal coordinates were scaled from a map and have
 HM0254.an estimated accuracy of +/- 6 seconds.
 HM0254
 HM0254.The orthometric height was determined by differential leveling and
 HM0254.adjusted by the NATIONAL GEODETIC SURVEY
 HM0254.in June 1991.
 HM0254
 HM0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0254.GEOID18 height accuracy estimate available here.
 HM0254
 HM0254.Click photographs - Photos may exist for this station.
 HM0254
 HM0254.The dynamic height is computed by dividing the NAVD 88
 HM0254.geopotential number by the normal gravity value computed on the
 HM0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0254.degrees latitude (g = 980.6199 gals.).
 HM0254
 HM0254.The modeled gravity was interpolated from observed gravity values.
 HM0254
 HM0254;                    North         East    Units  Estimated Accuracy
 HM0254;SPC UT S     - 3,058,890.      645,220.      MT  (+/- 180 meters Scaled)
 HM0254
 HM0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG007160(NAD 83)
 HM0254
 HM0254                          SUPERSEDED SURVEY CONTROL
 HM0254
 HM0254  NGVD 29 (??/??/92) 1370.532  (m)         4496.49   (f) ADJ UNCH    1 2
 HM0254
 HM0254.Superseded values are not recommended for survey control.
 HM0254
 HM0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0254.See file dsdata.pdf to determine how the superseded data were derived.
 HM0254
 HM0254_MARKER: DB = BENCH MARK DISK
 HM0254_SETTING: 66 = SET IN ROCK OUTCROP
 HM0254_STAMPING: 4496.487 F 24 1933
 HM0254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0254+STABILITY: POSITION/ELEVATION WELL
 HM0254
 HM0254  HISTORY     - Date     Condition        Report By
 HM0254  HISTORY     - 1933     MONUMENTED       CGS
 HM0254  HISTORY     - 1934     GOOD             CGS
 HM0254  HISTORY     - 1983     MARK NOT FOUND   NGS
 HM0254  HISTORY     - 19860331 GOOD             USGS
 HM0254
 HM0254                          STATION DESCRIPTION
 HM0254
 HM0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0254'3.4 MI NE FROM MEXICAN HAT.
 HM0254'3.4 MILES NORTHEAST ALONG STATE HIGHWAY 47 FROM THE NEVILLS STONE
 HM0254'HOUSE AT MEXICAN HAT, SAN JUAN COUNTY, 100 YARDS SOUTH OF A SMALL
 HM0254'KNOLL 210 FEET SOUTHWEST OF THE QUARTER CORNER OF SECS.  30 AND 31, 73
 HM0254'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND IN LIMESTONE BEDROCK.
 HM0254'A STANDARD DISK, STAMPED 4496.487 F 24 1933.
 HM0254
 HM0254                          STATION RECOVERY (1983)
 HM0254
 HM0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0254'MARK NOT FOUND.
 HM0254
 HM0254                          STATION RECOVERY (1986)
 HM0254
 HM0254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DLL)
 HM0254'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0159 ***********************************************************************
 JN0159  DESIGNATION -  F 25
 JN0159  PID         -  JN0159
 JN0159  STATE/COUNTY-  UT/WAYNE
 JN0159  COUNTRY     -  US
 JN0159  USGS QUAD   -  NOTOM (2017)
 JN0159
 JN0159                         *CURRENT SURVEY CONTROL
 JN0159  ______________________________________________________________________
 JN0159* NAD 83(1986) POSITION- 38 14 08.     (N) 111 07 02.     (W)   SCALED
 JN0159* NAVD 88 ORTHO HEIGHT -  1589.621 (meters)     5215.28  (feet) ADJUSTED
 JN0159  ______________________________________________________________________
 JN0159  GEOID HEIGHT    -        -19.431 (meters)                     GEOID18
 JN0159  DYNAMIC HEIGHT  -       1587.926 (meters)     5209.72  (feet) COMP
 JN0159  MODELED GRAVITY -    979,506.8   (mgal)                       NAVD 88
 JN0159
 JN0159  VERT ORDER      -  FIRST     CLASS II
 JN0159
 JN0159.The horizontal coordinates were scaled from a map and have
 JN0159.an estimated accuracy of +/- 6 seconds.
 JN0159
 JN0159.The orthometric height was determined by differential leveling and
 JN0159.adjusted by the NATIONAL GEODETIC SURVEY
 JN0159.in June 1991.
 JN0159
 JN0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0159.GEOID18 height accuracy estimate available here.
 JN0159
 JN0159.Click photographs - Photos may exist for this station.
 JN0159
 JN0159.The dynamic height is computed by dividing the NAVD 88
 JN0159.geopotential number by the normal gravity value computed on the
 JN0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0159.degrees latitude (g = 980.6199 gals.).
 JN0159
 JN0159.The modeled gravity was interpolated from observed gravity values.
 JN0159
 JN0159;                    North         East    Units  Estimated Accuracy
 JN0159;SPC UT S     - 3,174,190.      533,510.      MT  (+/- 180 meters Scaled)
 JN0159
 JN0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH897319(NAD 83)
 JN0159
 JN0159                          SUPERSEDED SURVEY CONTROL
 JN0159
 JN0159  NGVD 29 (??/??/92) 1588.524  (m)         5211.68   (f) ADJ UNCH    1 2
 JN0159
 JN0159.Superseded values are not recommended for survey control.
 JN0159
 JN0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0159.See file dsdata.pdf to determine how the superseded data were derived.
 JN0159
 JN0159_MARKER: DB = BENCH MARK DISK
 JN0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0159_STAMPING: F 25 1934
 JN0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0159+STABILITY: SURFACE MOTION
 JN0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0159+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2003
 JN0159
 JN0159  HISTORY     - Date     Condition        Report By
 JN0159  HISTORY     - 1934     MONUMENTED       CGS
 JN0159  HISTORY     - 20030127 GOOD             NGS
 JN0159
 JN0159                          STATION DESCRIPTION
 JN0159
 JN0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0159'9.8 MI W FROM CAINEVILLE.
 JN0159'9.8 MILES WEST ALONG STATE HIGHWAY 24 FROM THE PUBLIC SCHOOL AT
 JN0159'CAINEVILLE, WAYNE COUNTY, 0.3 MILE EAST OF A LOG RANCH HOUSE ON THE
 JN0159'EAST BANK OF SAND CREEK, 30 FEET SOUTH OF A 10-BY 10-INCH WOODEN
 JN0159'CULVERT, AND 27 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A
 JN0159'STANDARD DISK, STAMPED F 25 1934 AND SET IN THE TOP OF A CONCRETE
 JN0159'POST.
 JN0159
 JN0159                          STATION RECOVERY (2003)
 JN0159
 JN0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 JN0159'FROM THE EAST EDGE OF CAPITOL REEF NP ALONG UT 24, GO SE ON COUNTY
 JN0159'ROAD 1670 FOR 4 MI TO CROSSING OF OLD UT 24 (DIRT), THENCE 0.05 MI
 JN0159'SOUTH ON OLD UT 24.  THIS IS 0.2 MI NORTH ALONG OLD UT 24 FROM
 JN0159'JUNCTION AT FOOT OF MESA AND A CORRAL.  MARK IS 30 FT EAST OF CENTER
 JN0159'OF OLD UT 24 AND ABOUT 30 FT NE OF PIPE CULVERT.  THIS IS GRAVITY BASE
 JN0159'STATION 'NOTOM.'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0128 ***********************************************************************
 KM0128  DESIGNATION -  F 26
 KM0128  PID         -  KM0128
 KM0128  STATE/COUNTY-  UT/UINTAH
 KM0128  COUNTRY     -  US
 KM0128  USGS QUAD   -  SOUTHAM CANYON (2017)
 KM0128
 KM0128                         *CURRENT SURVEY CONTROL
 KM0128  ______________________________________________________________________
 KM0128* NAD 83(1986) POSITION- 39 52 49.     (N) 109 09 24.     (W)   SCALED
 KM0128* NAVD 88 ORTHO HEIGHT -  1632.943 (meters)     5357.41  (feet) ADJUSTED
 KM0128  ______________________________________________________________________
 KM0128  GEOID HEIGHT    -        -16.955 (meters)                     GEOID18
 KM0128  DYNAMIC HEIGHT  -       1631.413 (meters)     5352.39  (feet) COMP
 KM0128  MODELED GRAVITY -    979,632.0   (mgal)                       NAVD 88
 KM0128
 KM0128  VERT ORDER      -  FIRST     CLASS II
 KM0128
 KM0128.The horizontal coordinates were scaled from a map and have
 KM0128.an estimated accuracy of +/- 6 seconds.
 KM0128
 KM0128.The orthometric height was determined by differential leveling and
 KM0128.adjusted by the NATIONAL GEODETIC SURVEY
 KM0128.in June 1991.
 KM0128
 KM0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0128.GEOID18 height accuracy estimate available here.
 KM0128
 KM0128.Click photographs - Photos may exist for this station.
 KM0128
 KM0128.The dynamic height is computed by dividing the NAVD 88
 KM0128.geopotential number by the normal gravity value computed on the
 KM0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0128.degrees latitude (g = 980.6199 gals.).
 KM0128
 KM0128.The modeled gravity was interpolated from observed gravity values.
 KM0128
 KM0128;                    North         East    Units  Estimated Accuracy
 KM0128;SPC UT C     - 2,174,370.      700,410.      MT  (+/- 180 meters Scaled)
 KM0128
 KM0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK576160(NAD 83)
 KM0128
 KM0128                          SUPERSEDED SURVEY CONTROL
 KM0128
 KM0128  NGVD 29 (??/??/92) 1631.747  (m)         5353.49   (f) ADJ UNCH    1 2
 KM0128
 KM0128.Superseded values are not recommended for survey control.
 KM0128
 KM0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0128.See file dsdata.pdf to determine how the superseded data were derived.
 KM0128
 KM0128_MARKER: DB = BENCH MARK DISK
 KM0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0128_STAMPING: 5353.490 F 26 1933
 KM0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0128+STABILITY: SURFACE MOTION
 KM0128
 KM0128  HISTORY     - Date     Condition        Report By
 KM0128  HISTORY     - 1933     MONUMENTED       CGS
 KM0128  HISTORY     - 1956     MARK NOT FOUND   CGS
 KM0128
 KM0128                          STATION DESCRIPTION
 KM0128
 KM0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KM0128'IN WATSON.
 KM0128'IN THE SOUTHEAST PART OF WATSON, UINTAH COUNTY, ON THE UINTAH RAILWAY,
 KM0128'ON THE SOUTH SIDE OF EVACUATION CREEK, ABOUT 65 FEET SOUTHWEST OF A
 KM0128'SWITCH STAND, AND ABOUT 45 FEET SOUTHEAST OF A CORRUGATED-IRON GARAGE.
 KM0128'A STANDARD DISK, STAMPED 5353.490 F 26 1933 AND SET IN THE TOP OF A
 KM0128'CONCRETE POST.  NOTE-- WATSON IS NOW ABANDONED, NO GARAGE EXISTS.
 KM0128'BROKEN POST WAS FOUND 400 FT. SOUTHEAST OF SOUTHEAST ABUTMENT OF
 KM0128'BRIDGE IN WATSON, AT SOUTH EDGE OF THE ROAD.
 KM0128
 KM0128                          STATION RECOVERY (1956)
 KM0128
 KM0128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 KM0128'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0204 ***********************************************************************
 LN0204  DESIGNATION -  F 28
 LN0204  PID         -  LN0204
 LN0204  STATE/COUNTY-  UT/UINTAH
 LN0204  COUNTRY     -  US
 LN0204  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0204
 LN0204                         *CURRENT SURVEY CONTROL
 LN0204  ______________________________________________________________________
 LN0204* NAD 83(1986) POSITION- 40 39 45.     (N) 109 28 49.     (W)   SCALED
 LN0204* NAVD 88 ORTHO HEIGHT -  2362.520 (meters)     7751.03  (feet) ADJUSTED
 LN0204  ______________________________________________________________________
 LN0204  GEOID HEIGHT    -        -14.583 (meters)                     GEOID18
 LN0204  DYNAMIC HEIGHT  -       2360.230 (meters)     7743.52  (feet) COMP
 LN0204  MODELED GRAVITY -    979,568.9   (mgal)                       NAVD 88
 LN0204
 LN0204  VERT ORDER      -  FIRST     CLASS II
 LN0204
 LN0204.The horizontal coordinates were scaled from a map and have
 LN0204.an estimated accuracy of +/- 6 seconds.
 LN0204
 LN0204.The orthometric height was determined by differential leveling and
 LN0204.adjusted by the NATIONAL GEODETIC SURVEY
 LN0204.in June 1991.
 LN0204
 LN0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0204.GEOID18 height accuracy estimate available here.
 LN0204
 LN0204.Click photographs - Photos may exist for this station.
 LN0204
 LN0204.The dynamic height is computed by dividing the NAVD 88
 LN0204.geopotential number by the normal gravity value computed on the
 LN0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0204.degrees latitude (g = 980.6199 gals.).
 LN0204
 LN0204.The modeled gravity was interpolated from observed gravity values.
 LN0204
 LN0204;                    North         East    Units  Estimated Accuracy
 LN0204;SPC UT C     - 2,260,520.      670,780.      MT  (+/- 180 meters Scaled)
 LN0204
 LN0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL284024(NAD 83)
 LN0204
 LN0204                          SUPERSEDED SURVEY CONTROL
 LN0204
 LN0204  NGVD 29 (??/??/92) 2361.156  (m)         7746.56   (f) ADJ UNCH    1 2
 LN0204
 LN0204.Superseded values are not recommended for survey control.
 LN0204
 LN0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0204.See file dsdata.pdf to determine how the superseded data were derived.
 LN0204
 LN0204_MARKER: DB = BENCH MARK DISK
 LN0204_SETTING: 66 = SET IN ROCK OUTCROP
 LN0204_STAMPING: 7746.559 F 28 1933
 LN0204_MARK LOGO: CGS
 LN0204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0204+STABILITY: POSITION/ELEVATION WELL
 LN0204
 LN0204  HISTORY     - Date     Condition        Report By
 LN0204  HISTORY     - 1933     MONUMENTED       CGS
 LN0204  HISTORY     - 1949     GOOD             CGS
 LN0204  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0204
 LN0204                          STATION DESCRIPTION
 LN0204
 LN0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0204'20.4 MI N FROM VERNAL.
 LN0204'ABOUT 20.4 MILES NORTH ALONG STATE HIGHWAY 44 FROM VERNAL, UINTAH
 LN0204'COUNTY, ABOUT 2.5 MILES SOUTH OF THE TRIANGLE JUNCTION OF THE ROAD
 LN0204'LEADING WEST TO BOULLIONVILLE, AT THE SEEPS (BARKER SPRING), ABOUT 60
 LN0204'FEET SOUTHWEST OF THE CROSSING OF THE SPRING, ON THE WEST SIDE OF A
 LN0204'GULCH, ABOUT 50 FEET WEST OF THE HIGHWAY, IN A SANDSTONE LEDGE ABOUT 3
 LN0204'FEET HIGHER THAN THE HIGHWAY, AND MARKED BY A ROCK CAIRN AND THE
 LN0204'PAINTED LETTERS B.M.  A STANDARD DISK, STAMPED 7746.559 F 28 1933.
 LN0204
 LN0204                          STATION RECOVERY (1949)
 LN0204
 LN0204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LN0204'RECOVERED IN GOOD CONDITION.
 LN0204
 LN0204                          STATION RECOVERY (1984)
 LN0204
 LN0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0204'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0341 ***********************************************************************
 LN0341  DESIGNATION -  F 29
 LN0341  PID         -  LN0341
 LN0341  STATE/COUNTY-  UT/DAGGETT
 LN0341  COUNTRY     -  US
 LN0341  USGS QUAD   -  MANILA (2017)
 LN0341
 LN0341                         *CURRENT SURVEY CONTROL
 LN0341  ______________________________________________________________________
 LN0341* NAD 83(1986) POSITION- 40 55 13.7    (N) 109 41 16.6    (W)   HD_HELD2
 LN0341* NAVD 88 ORTHO HEIGHT -  1849.922 (meters)     6069.29  (feet) ADJUSTED
 LN0341  ______________________________________________________________________
 LN0341  GEOID HEIGHT    -        -13.660 (meters)                     GEOID18
 LN0341  DYNAMIC HEIGHT  -       1848.316 (meters)     6064.02  (feet) COMP
 LN0341  MODELED GRAVITY -    979,690.1   (mgal)                       NAVD 88
 LN0341
 LN0341  VERT ORDER      -  FIRST     CLASS II
 LN0341
 LN0341.The horizontal coordinates were established by autonomous hand held GPS
 LN0341.observations and have an estimated accuracy of +/- 10 meters.
 LN0341
 LN0341.The orthometric height was determined by differential leveling and
 LN0341.adjusted by the NATIONAL GEODETIC SURVEY
 LN0341.in June 1991.
 LN0341
 LN0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0341.GEOID18 height accuracy estimate available here.
 LN0341
 LN0341.Click photographs - Photos may exist for this station.
 LN0341
 LN0341.The dynamic height is computed by dividing the NAVD 88
 LN0341.geopotential number by the normal gravity value computed on the
 LN0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0341.degrees latitude (g = 980.6199 gals.).
 LN0341
 LN0341.The modeled gravity was interpolated from observed gravity values.
 LN0341
 LN0341;                    North         East    Units  Estimated Accuracy
 LN0341;SPC UT N     - 1,066,793.      652,626.      MT  (+/- 10 meters HH2 GPS)
 LN0341
 LN0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL1047930757(NAD 83)
 LN0341
 LN0341                          SUPERSEDED SURVEY CONTROL
 LN0341
 LN0341  NGVD 29 (??/??/92) 1848.712  (m)         6065.32   (f) ADJ UNCH    1 2
 LN0341
 LN0341.Superseded values are not recommended for survey control.
 LN0341
 LN0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0341.See file dsdata.pdf to determine how the superseded data were derived.
 LN0341
 LN0341_MARKER: DB = BENCH MARK DISK
 LN0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0341_STAMPING: 6065.316 F 29 1933
 LN0341_MARK LOGO: CGS
 LN0341_PROJECTION: PROJECTING 10 CENTIMETERS
 LN0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0341+STABILITY: SURFACE MOTION
 LN0341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LN0341+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2009
 LN0341
 LN0341  HISTORY     - Date     Condition        Report By
 LN0341  HISTORY     - 1933     MONUMENTED       CGS
 LN0341  HISTORY     - 1961     GOOD             USGS
 LN0341  HISTORY     - 1984     GOOD             NGS
 LN0341  HISTORY     - 20091018 GOOD             GEOCAC
 LN0341
 LN0341                          STATION DESCRIPTION
 LN0341
 LN0341'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 LN0341'6.8 MI S FROM MANILA.
 LN0341'6.8 MILES SOUTH ALONG STATE HIGHWAY 44 FROM MANILA, DAGGETT COUNTY, TO
 LN0341'BRIDGE OVER SHEEP CREEK, THENCE EAST 1.9 MILES ALONG OLD STATE HIGHWAY
 LN0341'44 ON THE SOUTH SIDE OF SHEEP CREEK, 350 FEET SOUTHEAST OF SHEEP
 LN0341'CREEK, 110 FEET EAST OF A Y-ROAD, 40 FEET SOUTH OF A TRACK ROAD AND 3
 LN0341'FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED 6065.316 F 29 1933 AND
 LN0341'SET IN THE TOP OF A CONCRETE POST.
 LN0341
 LN0341                          STATION RECOVERY (1984)
 LN0341
 LN0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0341'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  11.7 KM
 LN0341'(7.25 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION WITH
 LN0341'STATE HIGHWAY 43 IN MANILA, THENCE 0.8 KM (0.5 MI) EAST ALONG A
 LN0341'GRAVELED ROAD, 24.2 M (79.4 FT) EAST OF A BULLETIN BOARD SIGN, 20.0 M
 LN0341'(65.6 FT) SOUTH-SOUTHEAST OF A SIGN (NO FIREWORKS), 14.1 M (46.3 FT)
 LN0341'EAST OF THE CENTER OF A TRACK ROAD LEADING SOUTH, AND 11.2 M (36.7 FT)
 LN0341'SOUTH OF THE CENTER OF THE ROAD.
 LN0341'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LN0341'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 LN0341
 LN0341                          STATION RECOVERY (2009)
 LN0341
 LN0341'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LN0341'STATION WITH ITS CARSONITE WP IS NEAR THE TOE OF A SLOPE THAT TRENDS
 LN0341'SOUTHERLY. THE SIGNS IN THE 1984 RECOVERY ARE NOT THERE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0028 ***********************************************************************
 LP0028  DESIGNATION -  F 3
 LP0028  PID         -  LP0028
 LP0028  STATE/COUNTY-  UT/TOOELE
 LP0028  COUNTRY     -  US
 LP0028  USGS QUAD   -  LOFGREEN (2017)
 LP0028
 LP0028                         *CURRENT SURVEY CONTROL
 LP0028  ______________________________________________________________________
 LP0028* NAD 83(1986) POSITION- 40 02 25.     (N) 112 18 56.     (W)   SCALED
 LP0028* NAVD 88 ORTHO HEIGHT -  1752.573 (meters)     5749.90  (feet) POSTED
 LP0028  ______________________________________________________________________
 LP0028  GEOID HEIGHT    -        -17.754 (meters)                     GEOID18
 LP0028  DYNAMIC HEIGHT  -       1750.95  (meters)     5744.6   (feet) COMP
 LP0028  MODELED GRAVITY -    979,637.8   (mgal)                       NAVD 88
 LP0028
 LP0028  VERT ORDER      -  * POSTED, SEE BELOW
 LP0028
 LP0028.The horizontal coordinates were scaled from a map and have
 LP0028.an estimated accuracy of +/- 6 seconds.
 LP0028
 LP0028.The orthometric height was determined by differential leveling
 LP0028.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LP0028
 LP0028.* This is a POSTED BENCH MARK height.
 LP0028
 LP0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0028.GEOID18 height accuracy estimate available here.
 LP0028
 LP0028.Click photographs - Photos may exist for this station.
 LP0028
 LP0028.The dynamic height is computed by dividing the NAVD 88
 LP0028.geopotential number by the normal gravity value computed on the
 LP0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0028.degrees latitude (g = 980.6199 gals.).
 LP0028
 LP0028.The modeled gravity was interpolated from observed gravity values.
 LP0028
 LP0028;                    North         East    Units  Estimated Accuracy
 LP0028;SPC UT C     - 2,189,820.      430,410.      MT  (+/- 180 meters Scaled)
 LP0028
 LP0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK877330(NAD 83)
 LP0028
 LP0028                          SUPERSEDED SURVEY CONTROL
 LP0028
 LP0028  NGVD 29 (??/??/92) 1751.361  (m)         5745.92   (f) ADJ UNCH    1 2
 LP0028
 LP0028.Superseded values are not recommended for survey control.
 LP0028
 LP0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0028.See file dsdata.pdf to determine how the superseded data were derived.
 LP0028
 LP0028_MARKER: DB = BENCH MARK DISK
 LP0028_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0028_SP_SET: CULVERT HEADWALL
 LP0028_STAMPING: ELEV. 5745.923 FT
 LP0028_MARK LOGO: CGS
 LP0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0028+STABILITY: SURFACE MOTION
 LP0028
 LP0028  HISTORY     - Date     Condition        Report By
 LP0028  HISTORY     - 1908     MONUMENTED       CGS
 LP0028  HISTORY     - 1934     GOOD             CGS
 LP0028
 LP0028                          STATION DESCRIPTION
 LP0028
 LP0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0028'1 MI N FROM LOFGREEN.
 LP0028'ABOUT 1 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM LOFGREEN,
 LP0028'TOOELE COUNTY, AT CULVERT 711.23, IN THE NORTH END OF THE EAST HEAD
 LP0028'WALL, AND ABOUT 18 FEET EAST OF THE CENTER LINE OF THE TRACK.  A
 LP0028'STANDARD DISK, STAMPED ELEV. 5745.923 FT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0256 ***********************************************************************
 JN0256  DESIGNATION -  F 30
 JN0256  PID         -  JN0256
 JN0256  STATE/COUNTY-  UT/SEVIER
 JN0256  COUNTRY     -  US
 JN0256  USGS QUAD   -  BURRVILLE (2017)
 JN0256
 JN0256                         *CURRENT SURVEY CONTROL
 JN0256  ______________________________________________________________________
 JN0256* NAD 83(1986) POSITION- 38 31 01.     (N) 111 49 53.     (W)   SCALED
 JN0256* NAVD 88 ORTHO HEIGHT -  2322.300 (meters)     7619.08  (feet) ADJUSTED
 JN0256  ______________________________________________________________________
 JN0256  GEOID HEIGHT    -        -17.718 (meters)                     GEOID18
 JN0256  DYNAMIC HEIGHT  -       2319.537 (meters)     7610.01  (feet) COMP
 JN0256  MODELED GRAVITY -    979,354.8   (mgal)                       NAVD 88
 JN0256
 JN0256  VERT ORDER      -  FIRST     CLASS II
 JN0256
 JN0256.The horizontal coordinates were scaled from a map and have
 JN0256.an estimated accuracy of +/- 6 seconds.
 JN0256
 JN0256.The orthometric height was determined by differential leveling and
 JN0256.adjusted by the NATIONAL GEODETIC SURVEY
 JN0256.in June 1991.
 JN0256
 JN0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0256.GEOID18 height accuracy estimate available here.
 JN0256
 JN0256.Click photographs - Photos may exist for this station.
 JN0256
 JN0256.The dynamic height is computed by dividing the NAVD 88
 JN0256.geopotential number by the normal gravity value computed on the
 JN0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0256.degrees latitude (g = 980.6199 gals.).
 JN0256
 JN0256.The modeled gravity was interpolated from observed gravity values.
 JN0256
 JN0256;                    North         East    Units  Estimated Accuracy
 JN0256;SPC UT C     - 2,020,440.      471,090.      MT  (+/- 180 meters Scaled)
 JN0256
 JN0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH275635(NAD 83)
 JN0256
 JN0256                          SUPERSEDED SURVEY CONTROL
 JN0256
 JN0256  NGVD 29 (??/??/92) 2320.924  (m)         7614.56   (f) ADJ UNCH    1 2
 JN0256
 JN0256.Superseded values are not recommended for survey control.
 JN0256
 JN0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0256.See file dsdata.pdf to determine how the superseded data were derived.
 JN0256
 JN0256_MARKER: DB = BENCH MARK DISK
 JN0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0256_STAMPING: F 30 1934
 JN0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0256+STABILITY: SURFACE MOTION
 JN0256
 JN0256  HISTORY     - Date     Condition        Report By
 JN0256  HISTORY     - 1934     MONUMENTED       CGS
 JN0256  HISTORY     - 1968     MARK NOT FOUND   CGS
 JN0256
 JN0256                          STATION DESCRIPTION
 JN0256
 JN0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0256'17.9 MI W FROM LOA.
 JN0256'IN SEVIER COUNTY, 17.9 MILES WEST ALONG STATE HIGHWAY 24 FROM THE LOA
 JN0256'MERCANTILE CO. STORE AT LOA, WAYNE COUNTY, 95 FEET WEST OF A SHARP
 JN0256'CURVE IN THE HIGHWAY, 41 FEET NORTH OF A SMALL GROVE OF WILLOW TREES,
 JN0256'30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 3 FEET LOWER
 JN0256'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 30 1934 AND SET IN THE
 JN0256'TOP OF A CONCRETE POST.
 JN0256
 JN0256                          STATION RECOVERY (1968)
 JN0256
 JN0256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 JN0256'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0154 ***********************************************************************
 JO0154  DESIGNATION -  F 32
 JO0154  PID         -  JO0154
 JO0154  STATE/COUNTY-  UT/BEAVER
 JO0154  COUNTRY     -  US
 JO0154  USGS QUAD   -  BEAVER (2017)
 JO0154
 JO0154                         *CURRENT SURVEY CONTROL
 JO0154  ______________________________________________________________________
 JO0154* NAD 83(1986) POSITION- 38 19 29.19   (N) 112 38 20.78   (W)   HD_HELD1
 JO0154* NAVD 88 ORTHO HEIGHT -  1878.170 (meters)     6161.96  (feet) ADJUSTED
 JO0154  ______________________________________________________________________
 JO0154  GEOID HEIGHT    -        -20.155 (meters)                     GEOID18
 JO0154  DYNAMIC HEIGHT  -       1876.016 (meters)     6154.90  (feet) COMP
 JO0154  MODELED GRAVITY -    979,415.6   (mgal)                       NAVD 88
 JO0154
 JO0154  VERT ORDER      -  FIRST     CLASS II
 JO0154
 JO0154.The horizontal coordinates were determined by differentially corrected
 JO0154.hand held GPS observations or other comparable positioning techniques
 JO0154.and have an estimated accuracy of +/- 3 meters.
 JO0154
 JO0154.The orthometric height was determined by differential leveling and
 JO0154.adjusted by the NATIONAL GEODETIC SURVEY
 JO0154.in June 1991.
 JO0154
 JO0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0154.GEOID18 height accuracy estimate available here.
 JO0154
 JO0154.Click photographs - Photos may exist for this station.
 JO0154
 JO0154.The dynamic height is computed by dividing the NAVD 88
 JO0154.geopotential number by the normal gravity value computed on the
 JO0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0154.degrees latitude (g = 980.6199 gals.).
 JO0154
 JO0154.The modeled gravity was interpolated from observed gravity values.
 JO0154
 JO0154;                    North         East    Units  Estimated Accuracy
 JO0154;SPC UT S     - 3,184,634.8     400,395.3     MT  (+/- 3 meters HH1 GPS) 
 JO0154
 JO0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH5672343121(NAD 83)
 JO0154
 JO0154                          SUPERSEDED SURVEY CONTROL
 JO0154
 JO0154  NGVD 29 (??/??/92) 1876.910  (m)         6157.83   (f) ADJ UNCH    1 2
 JO0154
 JO0154.Superseded values are not recommended for survey control.
 JO0154
 JO0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0154.See file dsdata.pdf to determine how the superseded data were derived.
 JO0154
 JO0154_MARKER: DB = BENCH MARK DISK
 JO0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0154_STAMPING: F 32 1934
 JO0154_MARK LOGO: CGS
 JO0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0154+STABILITY: SURFACE MOTION
 JO0154
 JO0154  HISTORY     - Date     Condition        Report By
 JO0154  HISTORY     - 1934     MONUMENTED       CGS
 JO0154  HISTORY     - 1984     GOOD             USGS
 JO0154  HISTORY     - 20210609 MARK NOT FOUND   UGS
 JO0154
 JO0154                          STATION DESCRIPTION
 JO0154
 JO0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0154'3.6 MI N FROM BEAVER.
 JO0154'3.6 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE COURTHOUSE AT BEAVER,
 JO0154'BEAVER COUNTY, AT THE JUNCTION OF A ROAD LEADING EAST, 51 FEET EAST OF
 JO0154'THE CENTERLINE OF THE HIGHWAY, 30 FEET NORTH OF THE ROAD, 6 FEET NORTH
 JO0154'OF A FENCE CORNER, AND 1 FOOT EAST OF THE FENCE.  A STANDARD DISK,
 JO0154'STAMPED F 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JO0154
 JO0154                          STATION RECOVERY (1984)
 JO0154
 JO0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JO0154'BEAVER UTAH, 3.8 MILES NORTH OF, FROM THE POST OFFICE AT BEAVER 1.0
 JO0154'MILE NORTH ALONG STATE HIGHWAY 160 (MAIN STREET) TO Y-RD. TAKE RIGHT
 JO0154'FORK 2.8 MILES ALONG BLACKTOP (OLD US 91) TO JCT OF ROAD EAST, 42
 JO0154'FEET EAST OF CENTERLINE OF N-S ROAD, 27 FEET NORTH OF CENTERLINE OF
 JO0154'ROAD EAST, 19, FEET SOUTH OF FENCE CORNER, SET IN TOP OF A CONCRETE
 JO0154'POST PROJECTING 0.8 FEET, A STANDARD TABLET STAMPED 'F 32 1934'.
 JO0154
 JO0154                          STATION RECOVERY (2021)
 JO0154
 JO0154'RECOVERY NOTE BY UTAH GEOLOGICAL SURVEY 2021 (BE)
 JO0154'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JP0514 ***********************************************************************
 JP0514  DESIGNATION -  F 32
 JP0514  PID         -  JP0514
 JP0514  STATE/COUNTY-  UT/MILLARD
 JP0514  COUNTRY     -  US
 JP0514  USGS QUAD   -  TWEEDY WASH (2018)
 JP0514
 JP0514                         *CURRENT SURVEY CONTROL
 JP0514  ______________________________________________________________________
 JP0514* NAD 83(1986) POSITION- 38 44 45.     (N) 114 02 43.     (W)   SCALED
 JP0514* NAVD 88 ORTHO HEIGHT -  1682.434 (meters)     5519.79  (feet) POSTED
 JP0514  ______________________________________________________________________
 JP0514  GEOID HEIGHT    -        -20.908 (meters)                     GEOID18
 JP0514  DYNAMIC HEIGHT  -       1680.69  (meters)     5514.1   (feet) COMP
 JP0514  MODELED GRAVITY -    979,530.6   (mgal)                       NAVD 88
 JP0514
 JP0514  VERT ORDER      -  * POSTED, SEE BELOW
 JP0514
 JP0514.The horizontal coordinates were scaled from a map and have
 JP0514.an estimated accuracy of +/- 6 seconds.
 JP0514
 JP0514.The orthometric height was determined by differential leveling
 JP0514.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JP0514
 JP0514.* This is a POSTED BENCH MARK height.
 JP0514
 JP0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 JP0514.GEOID18 height accuracy estimate available here.
 JP0514
 JP0514.Click photographs - Photos may exist for this station.
 JP0514
 JP0514.The dynamic height is computed by dividing the NAVD 88
 JP0514.geopotential number by the normal gravity value computed on the
 JP0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0514.degrees latitude (g = 980.6199 gals.).
 JP0514
 JP0514.The modeled gravity was interpolated from observed gravity values.
 JP0514
 JP0514;                    North         East    Units  Estimated Accuracy
 JP0514;SPC UT C     - 2,048,950.      278,740.      MT  (+/- 180 meters Scaled)
 JP0514
 JP0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC567927(NAD 83)
 JP0514
 JP0514                          SUPERSEDED SURVEY CONTROL
 JP0514
 JP0514.No superseded survey control is available for this station.
 JP0514
 JP0514_MARKER: DB = BENCH MARK DISK
 JP0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0514_STAMPING: F 32 1946 5516
 JP0514_MARK LOGO: USGS
 JP0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0514+STABILITY: SURFACE MOTION
 JP0514
 JP0514  HISTORY     - Date     Condition        Report By
 JP0514  HISTORY     - 1946     MONUMENTED       USGS
 JP0514  HISTORY     - 1971     GOOD             USGS
 JP0514
 JP0514                          STATION DESCRIPTION
 JP0514
 JP0514'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0514'24.1 KM (15.00 MI) SOUTH FROM GARRISON.
 JP0514'AT BIG SPRINGS RANCH, NEVADA, FROM THE T-ROAD ENTERING THE RANCH,
 JP0514'PROCEED 6.8 MILES EAST ALONG THE OLD ROAD LEADING TO GARRISON, 30
 JP0514'FEET NORTH OF THE ROAD.
 JP0514'THE MARK IS 2 FT  E FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0294 ***********************************************************************
 JO0294  DESIGNATION -  F 33
 JO0294  PID         -  JO0294
 JO0294  STATE/COUNTY-  UT/BEAVER
 JO0294  COUNTRY     -  US
 JO0294  USGS QUAD   -  MILFORD NW (2017)
 JO0294
 JO0294                         *CURRENT SURVEY CONTROL
 JO0294  ______________________________________________________________________
 JO0294* NAD 83(1986) POSITION- 38 27 27.     (N) 113 14 01.     (W)   SCALED
 JO0294* NAVD 88 ORTHO HEIGHT -  1910.878 (meters)     6269.27  (feet) ADJUSTED
 JO0294  ______________________________________________________________________
 JO0294  GEOID HEIGHT    -        -20.823 (meters)                     GEOID18
 JO0294  DYNAMIC HEIGHT  -       1908.787 (meters)     6262.41  (feet) COMP
 JO0294  MODELED GRAVITY -    979,465.5   (mgal)                       NAVD 88
 JO0294
 JO0294  VERT ORDER      -  FIRST     CLASS II
 JO0294
 JO0294.The horizontal coordinates were scaled from a map and have
 JO0294.an estimated accuracy of +/- 6 seconds.
 JO0294
 JO0294.The orthometric height was determined by differential leveling and
 JO0294.adjusted by the NATIONAL GEODETIC SURVEY
 JO0294.in June 1991.
 JO0294
 JO0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0294.GEOID18 height accuracy estimate available here.
 JO0294
 JO0294.Click photographs - Photos may exist for this station.
 JO0294
 JO0294.The dynamic height is computed by dividing the NAVD 88
 JO0294.geopotential number by the normal gravity value computed on the
 JO0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0294.degrees latitude (g = 980.6199 gals.).
 JO0294
 JO0294.The modeled gravity was interpolated from observed gravity values.
 JO0294
 JO0294;                    North         East    Units  Estimated Accuracy
 JO0294;SPC UT S     - 3,200,160.      348,690.      MT  (+/- 180 meters Scaled)
 JO0294
 JO0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH051589(NAD 83)
 JO0294
 JO0294                          SUPERSEDED SURVEY CONTROL
 JO0294
 JO0294  NGVD 29 (??/??/92) 1909.686  (m)         6265.36   (f) ADJ UNCH    1 2
 JO0294
 JO0294.Superseded values are not recommended for survey control.
 JO0294
 JO0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0294.See file dsdata.pdf to determine how the superseded data were derived.
 JO0294
 JO0294_MARKER: DB = BENCH MARK DISK
 JO0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0294_STAMPING: F 33 1934
 JO0294_MARK LOGO: CGS
 JO0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0294+STABILITY: SURFACE MOTION
 JO0294
 JO0294  HISTORY     - Date     Condition        Report By
 JO0294  HISTORY     - 1934     MONUMENTED       CGS
 JO0294  HISTORY     - 1957     MARK NOT FOUND   USGS
 JO0294  HISTORY     - 1960     MARK NOT FOUND   CGS
 JO0294  HISTORY     - 1984     MARK NOT FOUND   NGS
 JO0294
 JO0294                          STATION DESCRIPTION
 JO0294
 JO0294'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 JO0294'15.3 MI W FROM MILFORD.
 JO0294'15.3 MILES WEST ALONG THE ABANDONED LOS ANGELES AND SALT LAKE RAILROAD
 JO0294'FROM THE STATION AT MILFORD, BEAVER COUNTY, 0.2 MILE WEST OF MILEPOST
 JO0294'15, 90 FEET NORTHWEST OF THE CROSSING OF STATE HIGHWAY 21, AND 54 FEET
 JO0294'NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED F 33
 JO0294'1934 AND SET IN THE TOP OF A CONCRETE POST.
 JO0294
 JO0294                          STATION RECOVERY (1960)
 JO0294
 JO0294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JO0294'MARK NOT FOUND.
 JO0294
 JO0294                          STATION RECOVERY (1984)
 JO0294
 JO0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0294'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JP0516 ***********************************************************************
 JP0516  DESIGNATION -  F 33
 JP0516  PID         -  JP0516
 JP0516  STATE/COUNTY-  UT/MILLARD
 JP0516  COUNTRY     -  US
 JP0516  USGS QUAD   -  NEEDLE POINT SPRING (2017)
 JP0516
 JP0516                         *CURRENT SURVEY CONTROL
 JP0516  ______________________________________________________________________
 JP0516* NAD 83(1986) POSITION- 38 46 28.     (N) 114 01 49.     (W)   SCALED
 JP0516* NAVD 88 ORTHO HEIGHT -  1658.533 (meters)     5441.37  (feet) POSTED
 JP0516  ______________________________________________________________________
 JP0516  GEOID HEIGHT    -        -20.872 (meters)                     GEOID18
 JP0516  DYNAMIC HEIGHT  -       1656.81  (meters)     5435.7   (feet) COMP
 JP0516  MODELED GRAVITY -    979,529.2   (mgal)                       NAVD 88
 JP0516
 JP0516  VERT ORDER      -  * POSTED, SEE BELOW
 JP0516
 JP0516.The horizontal coordinates were scaled from a map and have
 JP0516.an estimated accuracy of +/- 6 seconds.
 JP0516
 JP0516.The orthometric height was determined by differential leveling
 JP0516.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JP0516
 JP0516.* This is a POSTED BENCH MARK height.
 JP0516
 JP0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 JP0516.GEOID18 height accuracy estimate available here.
 JP0516
 JP0516.Click photographs - Photos may exist for this station.
 JP0516
 JP0516.The dynamic height is computed by dividing the NAVD 88
 JP0516.geopotential number by the normal gravity value computed on the
 JP0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0516.degrees latitude (g = 980.6199 gals.).
 JP0516
 JP0516.The modeled gravity was interpolated from observed gravity values.
 JP0516
 JP0516;                    North         East    Units  Estimated Accuracy
 JP0516;SPC UT C     - 2,052,080.      280,130.      MT  (+/- 180 meters Scaled)
 JP0516
 JP0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC579959(NAD 83)
 JP0516
 JP0516                          SUPERSEDED SURVEY CONTROL
 JP0516
 JP0516.No superseded survey control is available for this station.
 JP0516
 JP0516_MARKER: DB = BENCH MARK DISK
 JP0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0516_STAMPING: F 33 1946 5437
 JP0516_MARK LOGO: USGS
 JP0516_PROJECTION: FLUSH
 JP0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0516+STABILITY: SURFACE MOTION
 JP0516
 JP0516  HISTORY     - Date     Condition        Report By
 JP0516  HISTORY     - 1971     MONUMENTED       USGS
 JP0516
 JP0516                          STATION DESCRIPTION
 JP0516
 JP0516'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0516'20.8 KM (12.90 MI) SOUTH FROM GARRISON.
 JP0516'AT BIG SPRINGS RANCH, NEVADA, FROM THE T-ROAD ENTERING THE RANCH,
 JP0516'PROCEED 9.0 MILES EAST AND NORTH ALONG THE OLD ROAD TO GARRISON, 40
 JP0516'FEET WEST OF THE ROAD.
 JP0516'THE MARK IS 2 FT  SE FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0492 ***********************************************************************
 MR0492  DESIGNATION -  F 331
 MR0492  PID         -  MR0492
 MR0492  STATE/COUNTY-  UT/CACHE
 MR0492  COUNTRY     -  US
 MR0492  USGS QUAD   -  NEWTON (2017)
 MR0492
 MR0492                         *CURRENT SURVEY CONTROL
 MR0492  ______________________________________________________________________
 MR0492* NAD 83(1986) POSITION- 41 52 00.     (N) 111 56 48.     (W)   SCALED
 MR0492* NAVD 88 ORTHO HEIGHT -  1357.496 (meters)     4453.72  (feet) ADJUSTED
 MR0492  ______________________________________________________________________
 MR0492  GEOID HEIGHT    -        -15.307 (meters)                     GEOID18
 MR0492  DYNAMIC HEIGHT  -       1356.543 (meters)     4450.59  (feet) COMP
 MR0492  MODELED GRAVITY -    979,873.7   (mgal)                       NAVD 88
 MR0492  OBS GRAVITY     -    979,875.3   (mgal)                       GRAV_OBS
 MR0492
 MR0492  VERT ORDER      -  FIRST     CLASS II
 MR0492
 MR0492.The horizontal coordinates were scaled from a map and have
 MR0492.an estimated accuracy of +/- 6 seconds.
 MR0492
 MR0492.The orthometric height was determined by differential leveling and
 MR0492.adjusted by the NATIONAL GEODETIC SURVEY
 MR0492.in June 1991.
 MR0492
 MR0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0492.GEOID18 height accuracy estimate available here.
 MR0492
 MR0492.Click photographs - Photos may exist for this station.
 MR0492
 MR0492.The dynamic height is computed by dividing the NAVD 88
 MR0492.geopotential number by the normal gravity value computed on the
 MR0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0492.degrees latitude (g = 980.6199 gals.).
 MR0492
 MR0492.The modeled gravity was interpolated from observed gravity values.
 MR0492
 MR0492.The observed gravity was obtained from relative gravimeter ties
 MR0492.to the IGSN71 gravity network.
 MR0492
 MR0492;                    North         East    Units  Estimated Accuracy
 MR0492;SPC UT N     - 1,170,380.      462,920.      MT  (+/- 180 meters Scaled)
 MR0492
 MR0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM214354(NAD 83)
 MR0492
 MR0492                          SUPERSEDED SURVEY CONTROL
 MR0492
 MR0492  NGVD 29 (??/??/92) 1356.45   (m)         4450.3    (f) COMPUTED    1 2
 MR0492
 MR0492.Superseded values are not recommended for survey control.
 MR0492
 MR0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0492.See file dsdata.pdf to determine how the superseded data were derived.
 MR0492
 MR0492_MARKER: DB = BENCH MARK DISK
 MR0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0492_SP_SET: CONCRETE BASE
 MR0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0492
 MR0492  HISTORY     - Date     Condition        Report By
 MR0492  HISTORY     - 1937     MONUMENTED       CGS
 MR0492
 MR0492                          STATION DESCRIPTION
 MR0492
 MR0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 MR0492'3.8 MI S FROM TRENTON.
 MR0492'3.8 MILES SOUTH OF O.S.L.R.R. DEPOT.  AT THE NORTH END OF HAMMOND
 MR0492'SIDING, SET IN CONCRETE BASE OF SEMAPHORE NO. 53.1.  130 FEET NORTH OF
 MR0492'CULVERT NO. 53.16.  65 FEET NORTH OF THE NORTH SWITCH STAND AT HAMMOND
 MR0492'SIDING.  ABOUT 50 FEET EAST OF CENTERLINE OF PRIVATE GRAVELED ROAD
 MR0492'LEADING TO FARM HOUSE.  10 FEET EAST OF THE CENTERLINE OF TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0493 ***********************************************************************
 MR0493  DESIGNATION -  F 331 RESET
 MR0493  PID         -  MR0493
 MR0493  STATE/COUNTY-  UT/CACHE
 MR0493  COUNTRY     -  US
 MR0493  USGS QUAD   -  NEWTON (2017)
 MR0493
 MR0493                         *CURRENT SURVEY CONTROL
 MR0493  ______________________________________________________________________
 MR0493* NAD 83(1986) POSITION- 41 52 00.     (N) 111 56 48.     (W)   SCALED
 MR0493* NAVD 88 ORTHO HEIGHT -  1356.660 (meters)     4450.98  (feet) ADJUSTED
 MR0493  ______________________________________________________________________
 MR0493  GEOID HEIGHT    -        -15.307 (meters)                     GEOID18
 MR0493  DYNAMIC HEIGHT  -       1355.707 (meters)     4447.85  (feet) COMP
 MR0493  MODELED GRAVITY -    979,873.7   (mgal)                       NAVD 88
 MR0493
 MR0493  VERT ORDER      -  FIRST     CLASS I
 MR0493
 MR0493.The horizontal coordinates were scaled from a map and have
 MR0493.an estimated accuracy of +/- 6 seconds.
 MR0493
 MR0493.The orthometric height was determined by differential leveling and
 MR0493.adjusted by the NATIONAL GEODETIC SURVEY
 MR0493.in June 1991.
 MR0493
 MR0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0493.GEOID18 height accuracy estimate available here.
 MR0493
 MR0493.Click photographs - Photos may exist for this station.
 MR0493
 MR0493.The dynamic height is computed by dividing the NAVD 88
 MR0493.geopotential number by the normal gravity value computed on the
 MR0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0493.degrees latitude (g = 980.6199 gals.).
 MR0493
 MR0493.The modeled gravity was interpolated from observed gravity values.
 MR0493
 MR0493;                    North         East    Units  Estimated Accuracy
 MR0493;SPC UT N     - 1,170,380.      462,920.      MT  (+/- 180 meters Scaled)
 MR0493
 MR0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM214354(NAD 83)
 MR0493
 MR0493                          SUPERSEDED SURVEY CONTROL
 MR0493
 MR0493  NGVD 29 (??/??/92) 1355.616  (m)         4447.55   (f) ADJ UNCH    1 1
 MR0493
 MR0493.Superseded values are not recommended for survey control.
 MR0493
 MR0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0493.See file dsdata.pdf to determine how the superseded data were derived.
 MR0493
 MR0493_MARKER: DB = BENCH MARK DISK
 MR0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0493_STAMPING: F 331 1937 RESET 1950
 MR0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0493+STABILITY: SURFACE MOTION
 MR0493
 MR0493  HISTORY     - Date     Condition        Report By
 MR0493  HISTORY     - 1950     MONUMENTED       UPRR
 MR0493  HISTORY     - 1967     GOOD             CGS
 MR0493
 MR0493                          STATION DESCRIPTION
 MR0493
 MR0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0493'3.55 MI S FROM TRENTON.
 MR0493'3.55 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 MR0493'STATE HIGHWAY 170 AT TRENTON, AT THE CROSSING OF A PRIVATE ROAD, 5 1/2
 MR0493'POLES NORTHEAST OF MILEPOLE 53, 74.6 FEET SOUTHEAST OF THE SOUTHEAST
 MR0493'RAIL, 33 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 21 FEET NORTH
 MR0493'OF THE NORTH END OF A GATE, 3 FEET WEST OF THE JUNCTION OF FENCES, 8
 MR0493'FEET WEST OF THE WEST SIDE OF A STOCK LOADING CHUTE, 1.0 FOOT SOUTH OF
 MR0493'A FENCE, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 MR0493'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0273 ***********************************************************************
 KO0273  DESIGNATION -  F 332
 KO0273  PID         -  KO0273
 KO0273  STATE/COUNTY-  UT/MILLARD
 KO0273  COUNTRY     -  US
 KO0273  USGS QUAD   -  DELTA NE (2017)
 KO0273
 KO0273                         *CURRENT SURVEY CONTROL
 KO0273  ______________________________________________________________________
 KO0273* NAD 83(1986) POSITION- 39 23 09.     (N) 112 30 43.     (W)   SCALED
 KO0273* NAVD 88 ORTHO HEIGHT -  1451.152 (meters)     4760.99  (feet) ADJUSTED
 KO0273  ______________________________________________________________________
 KO0273  GEOID HEIGHT    -        -19.214 (meters)                     GEOID18
 KO0273  DYNAMIC HEIGHT  -       1449.814 (meters)     4756.60  (feet) COMP
 KO0273  MODELED GRAVITY -    979,654.4   (mgal)                       NAVD 88
 KO0273
 KO0273  VERT ORDER      -  FIRST     CLASS I
 KO0273
 KO0273.This mark is at Delta Municipal Airport (DTA)
 KO0273
 KO0273.The horizontal coordinates were scaled from a map and have
 KO0273.an estimated accuracy of +/- 6 seconds.
 KO0273
 KO0273.The orthometric height was determined by differential leveling and
 KO0273.adjusted by the NATIONAL GEODETIC SURVEY
 KO0273.in June 1991.
 KO0273
 KO0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0273.GEOID18 height accuracy estimate available here.
 KO0273
 KO0273.Click photographs - Photos may exist for this station.
 KO0273
 KO0273.The dynamic height is computed by dividing the NAVD 88
 KO0273.geopotential number by the normal gravity value computed on the
 KO0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0273.degrees latitude (g = 980.6199 gals.).
 KO0273
 KO0273.The modeled gravity was interpolated from observed gravity values.
 KO0273
 KO0273;                    North         East    Units  Estimated Accuracy
 KO0273;SPC UT C     - 2,117,340.      412,830.      MT  (+/- 180 meters Scaled)
 KO0273
 KO0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ697606(NAD 83)
 KO0273
 KO0273                          SUPERSEDED SURVEY CONTROL
 KO0273
 KO0273  NGVD 29 (??/??/92) 1450.031  (m)         4757.31   (f) ADJ UNCH    1 1
 KO0273
 KO0273.Superseded values are not recommended for survey control.
 KO0273
 KO0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0273.See file dsdata.pdf to determine how the superseded data were derived.
 KO0273
 KO0273_MARKER: DB = BENCH MARK DISK
 KO0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0273_STAMPING: F 332 1945
 KO0273_MARK LOGO: CGS
 KO0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0273+STABILITY: SURFACE MOTION
 KO0273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0273+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2012
 KO0273
 KO0273  HISTORY     - Date     Condition        Report By
 KO0273  HISTORY     - 1945     MONUMENTED       CGS
 KO0273  HISTORY     - 1970     GOOD             NGS
 KO0273  HISTORY     - 20120817 GOOD             NGS
 KO0273
 KO0273                          STATION DESCRIPTION
 KO0273
 KO0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0273'3.8 MI NE FROM DELTA.
 KO0273'3.8 MILES NORTHEAST ALONG U.S. HIGHWAY 50 AND 6 FROM THE JUNCTION OF
 KO0273'3RD EAST STREET AT DELTA, AT THE DELTA MUNICIPAL AIRPORT, 51.7 FEET
 KO0273'SOUTH OF THE EAST CORNER OF THE FAA BUILDING, 16 FEET SOUTHEAST OF THE
 KO0273'FLAGPOLE, 59.9 FEET EAST OF THE SOUTH CORNER OF THE FAA BUILDING, 3.1
 KO0273'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A SIDEWALK, 13.1 FEET
 KO0273'NORTHWEST OF A FENCE, 5.7 FEET SOUTHWEST OF A GUY WIRE ANCHOR, ABOUT
 KO0273'LEVEL WITH THE SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST
 KO0273'PROJECTING 0.1 FOOT ABOVE THE GROUND.  SECTION 34, T 16S, R 6W.
 KO0273
 KO0273                          STATION RECOVERY (2012)
 KO0273
 KO0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2012 (DW)
 KO0273'FENCE IS GONE.  FAA BLDG. IS UNUSED.  MARK IS 0.1 FEET BELOW DIRT
 KO0273'LEVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0164 ***********************************************************************
 LQ0164  DESIGNATION -  F 334
 LQ0164  PID         -  LQ0164
 LQ0164  STATE/COUNTY-  UT/TOOELE
 LQ0164  COUNTRY     -  US
 LQ0164  USGS QUAD   -  WENDOVER (2017)
 LQ0164
 LQ0164                         *CURRENT SURVEY CONTROL
 LQ0164  ______________________________________________________________________
 LQ0164* NAD 83(1986) POSITION- 40 43 41.     (N) 114 01 47.     (W)   SCALED
 LQ0164* NAVD 88 ORTHO HEIGHT -  1290.998 (meters)     4235.55  (feet) ADJUSTED
 LQ0164  ______________________________________________________________________
 LQ0164  GEOID HEIGHT    -        -18.159 (meters)                     GEOID18
 LQ0164  DYNAMIC HEIGHT  -       1290.022 (meters)     4232.35  (feet) COMP
 LQ0164  MODELED GRAVITY -    979,823.9   (mgal)                       NAVD 88
 LQ0164
 LQ0164  VERT ORDER      -  SECOND    CLASS 0
 LQ0164
 LQ0164.This mark is at Wendover Airport (ENV)
 LQ0164
 LQ0164.The horizontal coordinates were scaled from a map and have
 LQ0164.an estimated accuracy of +/- 6 seconds.
 LQ0164
 LQ0164.The orthometric height was determined by differential leveling and
 LQ0164.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0164.in June 1991.
 LQ0164
 LQ0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0164.GEOID18 height accuracy estimate available here.
 LQ0164
 LQ0164.Click photographs - Photos may exist for this station.
 LQ0164
 LQ0164.The dynamic height is computed by dividing the NAVD 88
 LQ0164.geopotential number by the normal gravity value computed on the
 LQ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0164.degrees latitude (g = 980.6199 gals.).
 LQ0164
 LQ0164.The modeled gravity was interpolated from observed gravity values.
 LQ0164
 LQ0164;                    North         East    Units  Estimated Accuracy
 LQ0164;SPC UT C     - 2,268,890.      286,310.      MT  (+/- 180 meters Scaled)
 LQ0164
 LQ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF508128(NAD 83)
 LQ0164
 LQ0164                          SUPERSEDED SURVEY CONTROL
 LQ0164
 LQ0164  NGVD 29 (??/??/92) 1290.05   (m)         4232.4    (f) COMPUTED    2 0
 LQ0164
 LQ0164.Superseded values are not recommended for survey control.
 LQ0164
 LQ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0164.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0164
 LQ0164_MARKER: DB = BENCH MARK DISK
 LQ0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0164_STAMPING: F 334 1945
 LQ0164_MARK LOGO: CGS
 LQ0164_PROJECTION: PROJECTING 12 CENTIMETERS
 LQ0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0164+STABILITY: SURFACE MOTION
 LQ0164
 LQ0164  HISTORY     - Date     Condition        Report By
 LQ0164  HISTORY     - 1945     MONUMENTED       CGS
 LQ0164  HISTORY     - 1958     GOOD             CGS
 LQ0164  HISTORY     - 1976     GOOD             DOD
 LQ0164
 LQ0164                          STATION DESCRIPTION
 LQ0164
 LQ0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0164'IN WENDOVER A.F.B..
 LQ0164'AT WENDOVER AIR FORCE BASE, 0.3 MILE EAST OF THE CONTROL TOWER, AT THE
 LQ0164'MAIN (LARGEST) HANGAR, 11 FEET SOUTH OF THE SOUTH FACE OF THE HANGAR
 LQ0164'DOOR SHED, 1.9 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE HANGAR,
 LQ0164'1.2 FEET WEST OF THE WEST FACE OF THE BUILDING, AND SET IN THE TOP OF
 LQ0164'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LQ0164
 LQ0164                          STATION RECOVERY (1976)
 LQ0164
 LQ0164'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1976
 LQ0164'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0482 ***********************************************************************
 MS0482  DESIGNATION -  F 337
 MS0482  PID         -  MS0482
 MS0482  STATE/COUNTY-  UT/BOX ELDER
 MS0482  COUNTRY     -  US
 MS0482  USGS QUAD   -  POLE CREEK (2017)
 MS0482
 MS0482                         *CURRENT SURVEY CONTROL
 MS0482  ______________________________________________________________________
 MS0482* NAD 83(1986) POSITION- 41 52 48.     (N) 113 58 26.     (W)   SCALED
 MS0482* NAVD 88 ORTHO HEIGHT -  1716.365 (meters)     5631.11  (feet) ADJUSTED
 MS0482  ______________________________________________________________________
 MS0482  GEOID HEIGHT    -        -15.171 (meters)                     GEOID18
 MS0482  DYNAMIC HEIGHT  -       1715.079 (meters)     5626.89  (feet) COMP
 MS0482  MODELED GRAVITY -    979,812.9   (mgal)                       NAVD 88
 MS0482
 MS0482  VERT ORDER      -  SECOND    CLASS 0
 MS0482
 MS0482.The horizontal coordinates were scaled from a map and have
 MS0482.an estimated accuracy of +/- 6 seconds.
 MS0482
 MS0482.The orthometric height was determined by differential leveling and
 MS0482.adjusted by the NATIONAL GEODETIC SURVEY
 MS0482.in June 1991.
 MS0482
 MS0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0482.GEOID18 height accuracy estimate available here.
 MS0482
 MS0482.Click photographs - Photos may exist for this station.
 MS0482
 MS0482.The dynamic height is computed by dividing the NAVD 88
 MS0482.geopotential number by the normal gravity value computed on the
 MS0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0482.degrees latitude (g = 980.6199 gals.).
 MS0482
 MS0482.The modeled gravity was interpolated from observed gravity values.
 MS0482
 MS0482;                    North         East    Units  Estimated Accuracy
 MS0482;SPC UT N     - 1,174,690.      294,680.      MT  (+/- 180 meters Scaled)
 MS0482
 MS0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM532407(NAD 83)
 MS0482
 MS0482                          SUPERSEDED SURVEY CONTROL
 MS0482
 MS0482  NGVD 29 (??/??/92) 1715.20   (m)         5627.3    (f) COMPUTED    2 0
 MS0482
 MS0482.Superseded values are not recommended for survey control.
 MS0482
 MS0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0482.See file dsdata.pdf to determine how the superseded data were derived.
 MS0482
 MS0482_MARKER: DB = BENCH MARK DISK
 MS0482_SETTING: 80 = SET IN A BOULDER
 MS0482_STAMPING: F 337 1951
 MS0482_MARK LOGO: CGS
 MS0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0482+STABILITY: SURFACE MOTION
 MS0482
 MS0482  HISTORY     - Date     Condition        Report By
 MS0482  HISTORY     - 1951     MONUMENTED       CGS
 MS0482  HISTORY     - 19851101 GOOD             USGS
 MS0482
 MS0482                          STATION DESCRIPTION
 MS0482
 MS0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MS0482'16.0 MI N FROM GROUSE CREEK.
 MS0482'3.4 MILES NORTH, 12.6 MILES NORTHWEST, 0.75 MILES EAST OF A POINT
 MS0482'WHERE THE ROAD CROSSES A SMALL STREAM, 0.7 MILE WEST OF THE T JUNCTION
 MS0482'OF A ROAD LEADING NORTH TO A RANCH HOUSE, ON THE NORTHWEST SLOPE OF A
 MS0482'HILL, 75.5 FEET SOUTH OF AND ACROSS THE ROAD FROM THE APPROXIMATE
 MS0482'CENTER OF A GATE IN A FENCE LINE, AND IN THE TOP OF THE HIGHEST POINT
 MS0482'OF A SHALE ROCK MARKED WITH THE WHITE PAINTED LETTERS B M, 56 1/2 FEET
 MS0482'SOUTH OF THE CENTER LINE OF THE ROAD, 32.1 FEET SOUTHWEST OF A 6 INCH
 MS0482'JUNIPER TREE, 27 1/2 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A
 MS0482'SMALL WASH, AND ABOUT 10 FEET HIGHER THAN THE ROAD, 8.4 FEET NORTHEAST
 MS0482'OF ANOTHER SHALE ROCK MARKED WITH A WHITE PAINTED ARROW.
 MS0482
 MS0482                          STATION RECOVERY (1985)
 MS0482
 MS0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DKC)
 MS0482'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0504 ***********************************************************************
 MR0504  DESIGNATION -  F 338
 MR0504  PID         -  MR0504
 MR0504  STATE/COUNTY-  UT/CACHE
 MR0504  COUNTRY     -  US
 MR0504  USGS QUAD   -  TRENTON (2017)
 MR0504
 MR0504                         *CURRENT SURVEY CONTROL
 MR0504  ______________________________________________________________________
 MR0504* NAD 83(1986) POSITION- 41 58 32.     (N) 111 53 42.     (W)   SCALED
 MR0504* NAVD 88 ORTHO HEIGHT -  1373.729 (meters)     4506.98  (feet) ADJUSTED
 MR0504  ______________________________________________________________________
 MR0504  GEOID HEIGHT    -        -14.885 (meters)                     GEOID18
 MR0504  DYNAMIC HEIGHT  -       1372.775 (meters)     4503.85  (feet) COMP
 MR0504  MODELED GRAVITY -    979,880.5   (mgal)                       NAVD 88
 MR0504
 MR0504  VERT ORDER      -  SECOND    CLASS 0
 MR0504
 MR0504.The horizontal coordinates were scaled from a map and have
 MR0504.an estimated accuracy of +/- 6 seconds.
 MR0504
 MR0504.The orthometric height was determined by differential leveling and
 MR0504.adjusted by the NATIONAL GEODETIC SURVEY
 MR0504.in June 1991.
 MR0504
 MR0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0504.GEOID18 height accuracy estimate available here.
 MR0504
 MR0504.Click photographs - Photos may exist for this station.
 MR0504
 MR0504.The dynamic height is computed by dividing the NAVD 88
 MR0504.geopotential number by the normal gravity value computed on the
 MR0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0504.degrees latitude (g = 980.6199 gals.).
 MR0504
 MR0504.The modeled gravity was interpolated from observed gravity values.
 MR0504
 MR0504;                    North         East    Units  Estimated Accuracy
 MR0504;SPC UT N     - 1,182,450.      467,260.      MT  (+/- 180 meters Scaled)
 MR0504
 MR0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM258474(NAD 83)
 MR0504
 MR0504                          SUPERSEDED SURVEY CONTROL
 MR0504
 MR0504  NGVD 29 (??/??/92) 1372.737  (m)         4503.72   (f) ADJ UNCH    2 0
 MR0504
 MR0504.Superseded values are not recommended for survey control.
 MR0504
 MR0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0504.See file dsdata.pdf to determine how the superseded data were derived.
 MR0504
 MR0504_MARKER: DB = BENCH MARK DISK
 MR0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0504_STAMPING: F 338 1951
 MR0504_MARK LOGO: CGS
 MR0504_PROJECTION: PROJECTING 6 CENTIMETERS
 MR0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0504+STABILITY: SURFACE MOTION
 MR0504
 MR0504  HISTORY     - Date     Condition        Report By
 MR0504  HISTORY     - 1951     MONUMENTED       CGS
 MR0504
 MR0504                          STATION DESCRIPTION
 MR0504
 MR0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MR0504'2.0 MI W FROM LEWISTON.
 MR0504'2.0 MILES WEST ALONG STATE HIGHWAY 61 FROM THE LEWISTON STATE BANK,
 MR0504'ABOUT 125 YARDS NORTHEAST OF THE LEWISTON THIRD WARD CHURCH (L.D.S.),
 MR0504'ABOUT 80 YARDS EAST OF A CROSSROAD INTERSECTION, 31 1/2 FEET NORTH OF
 MR0504'THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTH OF A POWER LINE POLE,
 MR0504'2.0 FEET SOUTHEAST OF A CORNER FENCE POST, 1.6 FEET WEST OF A WITNESS
 MR0504'POST, LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MR0504'PROJECTING 0.2 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0346 ***********************************************************************
 JO0346  DESIGNATION -  F 34
 JO0346  PID         -  JO0346
 JO0346  STATE/COUNTY-  UT/MILLARD
 JO0346  COUNTRY     -  US
 JO0346  USGS QUAD   -  MORMON GAP (2017)
 JO0346
 JO0346                         *CURRENT SURVEY CONTROL
 JO0346  ______________________________________________________________________
 JO0346* NAD 83(1986) POSITION- 38 41 15.     (N) 113 53 56.     (W)   SCALED
 JO0346* NAVD 88 ORTHO HEIGHT -  1821.000 (meters)     5974.40  (feet) ADJUSTED
 JO0346  ______________________________________________________________________
 JO0346  GEOID HEIGHT    -        -20.826 (meters)                     GEOID18
 JO0346  DYNAMIC HEIGHT  -       1819.076 (meters)     5968.09  (feet) COMP
 JO0346  MODELED GRAVITY -    979,506.4   (mgal)                       NAVD 88
 JO0346
 JO0346  VERT ORDER      -  FIRST     CLASS II
 JO0346
 JO0346.The horizontal coordinates were scaled from a map and have
 JO0346.an estimated accuracy of +/- 6 seconds.
 JO0346
 JO0346.The orthometric height was determined by differential leveling and
 JO0346.adjusted by the NATIONAL GEODETIC SURVEY
 JO0346.in June 1991.
 JO0346
 JO0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0346.GEOID18 height accuracy estimate available here.
 JO0346
 JO0346.Click photographs - Photos may exist for this station.
 JO0346
 JO0346.The dynamic height is computed by dividing the NAVD 88
 JO0346.geopotential number by the normal gravity value computed on the
 JO0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0346.degrees latitude (g = 980.6199 gals.).
 JO0346
 JO0346.The modeled gravity was interpolated from observed gravity values.
 JO0346
 JO0346;                    North         East    Units  Estimated Accuracy
 JO0346;SPC UT C     - 2,042,120.      291,290.      MT  (+/- 180 meters Scaled)
 JO0346
 JO0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH478860(NAD 83)
 JO0346
 JO0346                          SUPERSEDED SURVEY CONTROL
 JO0346
 JO0346  NGVD 29 (??/??/92) 1819.790  (m)         5970.43   (f) ADJ UNCH    1 2
 JO0346
 JO0346.Superseded values are not recommended for survey control.
 JO0346
 JO0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0346.See file dsdata.pdf to determine how the superseded data were derived.
 JO0346
 JO0346_MARKER: DB = BENCH MARK DISK
 JO0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0346_STAMPING: F 34 1934
 JO0346_MARK LOGO: CGS
 JO0346_PROJECTION: PROJECTING 10 CENTIMETERS
 JO0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0346+STABILITY: SURFACE MOTION
 JO0346
 JO0346  HISTORY     - Date     Condition        Report By
 JO0346  HISTORY     - 1934     MONUMENTED       CGS
 JO0346  HISTORY     - 1971     GOOD             USGS
 JO0346  HISTORY     - 1984     GOOD             NGS
 JO0346
 JO0346                          STATION DESCRIPTION
 JO0346
 JO0346'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0346'20.4 MI SE FROM GARRISON.
 JO0346'19.0 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 JO0346'GARRISON, MILLARD COUNTY, 345 FT. SOUTHWEST FROM THE CENTERLINE OF THE
 JO0346'HIGHWAY, AND 50 FT. SOUTHWEST FROM THE CENTERLINE OF A DIRT ROAD, AND
 JO0346'SET IN THE TOP OF A CONCRETE POST.
 JO0346
 JO0346                          STATION RECOVERY (1984)
 JO0346
 JO0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0346'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  30.75 KM
 JO0346'(19.25 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0346'OFFICE AT GARRISON, 0.4 KM (0.25 MI) NORTHWEST OF THE T JUNCTION OF A
 JO0346'TRACK ROAD LEADING NORTHEAST TO ANTELOPE RESERVOIR, 106.1 METERS
 JO0346'(348 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE AND 14.6 METERS (48 FT)
 JO0346'SOUTHWEST OF THE CENTER OF THE OLD HIGHWAY.
 JO0346'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 JO0346'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0194 ***********************************************************************
 HO0194  DESIGNATION -  F 35
 HO0194  PID         -  HO0194
 HO0194  STATE/COUNTY-  UT/IRON
 HO0194  COUNTRY     -  US
 HO0194  USGS QUAD   -  COTTONWOOD MOUNTAIN (2017)
 HO0194
 HO0194                         *CURRENT SURVEY CONTROL
 HO0194  ______________________________________________________________________
 HO0194* NAD 83(1986) POSITION- 37 58 53.29   (N) 112 44 17.02   (W)   HD_HELD1
 HO0194* NAVD 88 ORTHO HEIGHT -  1757.664 (meters)     5766.60  (feet) ADJUSTED
 HO0194  ______________________________________________________________________
 HO0194  GEOID HEIGHT    -        -20.744 (meters)                     GEOID18
 HO0194  DYNAMIC HEIGHT  -       1755.629 (meters)     5759.93  (feet) COMP
 HO0194  MODELED GRAVITY -    979,410.0   (mgal)                       NAVD 88
 HO0194
 HO0194  VERT ORDER      -  SECOND    CLASS 0
 HO0194
 HO0194.The horizontal coordinates were determined by differentially corrected
 HO0194.hand held GPS observations or other comparable positioning techniques
 HO0194.and have an estimated accuracy of +/- 3 meters.
 HO0194
 HO0194.The orthometric height was determined by differential leveling and
 HO0194.adjusted by the NATIONAL GEODETIC SURVEY
 HO0194.in June 1991.
 HO0194
 HO0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0194.GEOID18 height accuracy estimate available here.
 HO0194
 HO0194.Click photographs - Photos may exist for this station.
 HO0194
 HO0194.The dynamic height is computed by dividing the NAVD 88
 HO0194.geopotential number by the normal gravity value computed on the
 HO0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0194.degrees latitude (g = 980.6199 gals.).
 HO0194
 HO0194.The modeled gravity was interpolated from observed gravity values.
 HO0194
 HO0194;                    North         East    Units  Estimated Accuracy
 HO0194;SPC UT S     - 3,146,642.4     391,238.5     MT  (+/- 3 meters HH1 GPS) 
 HO0194
 HO0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH4735805184(NAD 83)
 HO0194
 HO0194                          SUPERSEDED SURVEY CONTROL
 HO0194
 HO0194  NGVD 29 (??/??/92) 1756.497  (m)         5762.77   (f) ADJ UNCH    2 0
 HO0194
 HO0194.Superseded values are not recommended for survey control.
 HO0194
 HO0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0194.See file dsdata.pdf to determine how the superseded data were derived.
 HO0194
 HO0194_MARKER: DB = BENCH MARK DISK
 HO0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0194_STAMPING: F 35 1934
 HO0194_MARK LOGO: CGS
 HO0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0194+STABILITY: SURFACE MOTION
 HO0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0194+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2012
 HO0194
 HO0194  HISTORY     - Date     Condition        Report By
 HO0194  HISTORY     - 1934     MONUMENTED       CGS
 HO0194  HISTORY     - 1971     GOOD             USGS
 HO0194  HISTORY     - 20120129 GOOD             GEOCAC
 HO0194
 HO0194                          STATION DESCRIPTION
 HO0194
 HO0194'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HO0194'11.2 MI N FROM PAROWAN.
 HO0194'11.9 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE HIGH SCHOOL AT
 HO0194'PAROWAN, IRON CO., TO A PUBLIC REST AREA.  20 FEET SOUTH OF ENTRANCE,
 HO0194'55 FEET NORTH OF CEMENT POND, 85 FEET WEST OF CENTER LINE OF U.S.
 HO0194'HIGHWAY 91, AND SET IN THE TOP OF A CONCRETE POST.
 HO0194
 HO0194                          STATION RECOVERY (2012)
 HO0194
 HO0194'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 HO0194'A NEW DESCRIPTION IS NEEDED. INTERSTATE HIGHWAY 15 HAS TOTALLY CHANGED
 HO0194'THE DESCRIPTION. THE STRUCTURES REFERENCED NO LONGER EXIST AND THE
 HO0194'SETUP OF THE REST AREA IS TOTALLY DIFFERENT FROM THE DAYS OF US
 HO0194'HIGHWAY 91.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0134 ***********************************************************************
 JN0134  DESIGNATION -  F 36
 JN0134  PID         -  JN0134
 JN0134  STATE/COUNTY-  UT/SEVIER
 JN0134  COUNTRY     -  US
 JN0134  USGS QUAD   -  WALKER FLAT (2017)
 JN0134
 JN0134                         *CURRENT SURVEY CONTROL
 JN0134  ______________________________________________________________________
 JN0134* NAD 83(1986) POSITION- 38 46 43.     (N) 111 20 59.     (W)   SCALED
 JN0134* NAVD 88 ORTHO HEIGHT -  1943.435 (meters)     6376.09  (feet) ADJUSTED
 JN0134  ______________________________________________________________________
 JN0134  GEOID HEIGHT    -        -17.824 (meters)                     GEOID18
 JN0134  DYNAMIC HEIGHT  -       1941.297 (meters)     6369.07  (feet) COMP
 JN0134  MODELED GRAVITY -    979,458.9   (mgal)                       NAVD 88
 JN0134
 JN0134  VERT ORDER      -  SECOND    CLASS 0
 JN0134
 JN0134.The horizontal coordinates were scaled from a map and have
 JN0134.an estimated accuracy of +/- 6 seconds.
 JN0134
 JN0134.The orthometric height was determined by differential leveling and
 JN0134.adjusted by the NATIONAL GEODETIC SURVEY
 JN0134.in June 1991.
 JN0134
 JN0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0134.GEOID18 height accuracy estimate available here.
 JN0134
 JN0134.Click photographs - Photos may exist for this station.
 JN0134
 JN0134.The dynamic height is computed by dividing the NAVD 88
 JN0134.geopotential number by the normal gravity value computed on the
 JN0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0134.degrees latitude (g = 980.6199 gals.).
 JN0134
 JN0134.The modeled gravity was interpolated from observed gravity values.
 JN0134
 JN0134;                    North         East    Units  Estimated Accuracy
 JN0134;SPC UT C     - 2,049,450.      513,060.      MT  (+/- 180 meters Scaled)
 JN0134
 JN0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH696922(NAD 83)
 JN0134
 JN0134                          SUPERSEDED SURVEY CONTROL
 JN0134
 JN0134  NGVD 29 (??/??/92) 1942.193  (m)         6372.01   (f) ADJ UNCH    2 0
 JN0134
 JN0134.Superseded values are not recommended for survey control.
 JN0134
 JN0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0134.See file dsdata.pdf to determine how the superseded data were derived.
 JN0134
 JN0134_MARKER: DB = BENCH MARK DISK
 JN0134_SETTING: 80 = SET IN A BOULDER
 JN0134_STAMPING: F 36 1934
 JN0134_MARK LOGO: CGS
 JN0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0134+STABILITY: SURFACE MOTION
 JN0134
 JN0134  HISTORY     - Date     Condition        Report By
 JN0134  HISTORY     - 1934     MONUMENTED       CGS
 JN0134
 JN0134                          STATION DESCRIPTION
 JN0134
 JN0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0134'12.8 MI S FROM EMERY.
 JN0134'IN SEVIER COUNTY, ABOUT 12.8 MILES SOUTH ALONG STATE HIGHWAY 10 FROM
 JN0134'THE PUBLIC SCHOOL AT EMERY, EMERY COUNTY, AT THE FOOT OF A SMALL ROCKY
 JN0134'KNOB, ABOUT 320 FEET EAST OF THE EAST BANK OF IVIE CREEK, 45 FEET WEST
 JN0134'OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A 2- BY 2-FOOT
 JN0134'BOULDER, AND ABOUT 18 INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED F
 JN0134'36 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0339 ***********************************************************************
 HO0339  DESIGNATION -  F 364
 HO0339  PID         -  HO0339
 HO0339  STATE/COUNTY-  UT/WASHINGTON
 HO0339  COUNTRY     -  US
 HO0339  USGS QUAD   -  HURRICANE (2017)
 HO0339
 HO0339                         *CURRENT SURVEY CONTROL
 HO0339  ______________________________________________________________________
 HO0339* NAD 83(1986) POSITION- 37 11 00.     (N) 113 16 59.     (W)   SCALED
 HO0339* NAVD 88 ORTHO HEIGHT -   992.193 (meters)     3255.22  (feet) ADJUSTED
 HO0339  ______________________________________________________________________
 HO0339  GEOID HEIGHT    -        -23.623 (meters)                     GEOID18
 HO0339  DYNAMIC HEIGHT  -        991.153 (meters)     3251.81  (feet) COMP
 HO0339  MODELED GRAVITY -    979,550.4   (mgal)                       NAVD 88
 HO0339  OBS GRAVITY     -    979,548.6   (mgal)                       GRAV_OBS
 HO0339
 HO0339  VERT ORDER      -  FIRST     CLASS II
 HO0339
 HO0339.The horizontal coordinates were scaled from a map and have
 HO0339.an estimated accuracy of +/- 6 seconds.
 HO0339
 HO0339.The orthometric height was determined by differential leveling and
 HO0339.adjusted by the NATIONAL GEODETIC SURVEY
 HO0339.in June 1991.
 HO0339
 HO0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0339.GEOID18 height accuracy estimate available here.
 HO0339
 HO0339.Click photographs - Photos may exist for this station.
 HO0339
 HO0339.The dynamic height is computed by dividing the NAVD 88
 HO0339.geopotential number by the normal gravity value computed on the
 HO0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0339.degrees latitude (g = 980.6199 gals.).
 HO0339
 HO0339.The modeled gravity was interpolated from observed gravity values.
 HO0339
 HO0339.The observed gravity was obtained from relative gravimeter ties
 HO0339.to the IGSN71 gravity network.
 HO0339
 HO0339;                    North         East    Units  Estimated Accuracy
 HO0339;SPC UT S     - 3,058,850.      341,680.      MT  (+/- 180 meters Scaled)
 HO0339
 HO0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG973176(NAD 83)
 HO0339
 HO0339                          SUPERSEDED SURVEY CONTROL
 HO0339
 HO0339.No superseded survey control is available for this station.
 HO0339
 HO0339_MARKER: I = METAL ROD
 HO0339_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0339_STAMPING: F 364 1982
 HO0339_MARK LOGO: NGS
 HO0339_PROJECTION: FLUSH
 HO0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0339_ROD/PIPE-DEPTH: 6.1 meters
 HO0339
 HO0339  HISTORY     - Date     Condition        Report By
 HO0339  HISTORY     - 1982     MONUMENTED       NGS
 HO0339
 HO0339                          STATION DESCRIPTION
 HO0339
 HO0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0339'1.5 KM (0.9 MI) NE FROM HURRICANE.
 HO0339'1.55 KM (0.95 MI) NORTHEAST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 HO0339'STATE HIGHWAY 59 IN HURRICANE, 3.2 KM (2.1 MI) SOUTH OF LA VERKIN, 1.0
 HO0339'KM (0.6 MI) SOUTH OF THE NORTH END OF THE CONCRETE BRIDGE OVER THE
 HO0339'VIRGIN RIVER, 0.15 KM (0.1 MI) NORTHEAST OF MILEPOST 10, 12.2 METERS
 HO0339'(40 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 35.0 METERS (115 FT)
 HO0339'NORTH ACROSS THE HIGHWAY FROM A FIRE HYDRANT, 6.7 METERS (22 FT)
 HO0339'SOUTHWEST OF THE CENTER OF A MAN HOLE COVER, 2.1 METERS (7 FT)
 HO0339'NORTHWEST OF A POWER POLE, 0.6 METER (2 FT) SOUTHEAST OF THE RIGHT OF
 HO0339'WAY FENCE.
 HO0339'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 HO0339'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0364 ***********************************************************************
 HO0364  DESIGNATION -  F 365
 HO0364  PID         -  HO0364
 HO0364  STATE/COUNTY-  UT/WASHINGTON
 HO0364  COUNTRY     -  US
 HO0364  USGS QUAD   -  SANTA CLARA (2017)
 HO0364
 HO0364                         *CURRENT SURVEY CONTROL
 HO0364  ______________________________________________________________________
 HO0364* NAD 83(1986) POSITION- 37 09 24.1    (N) 113 41 18.5    (W)   HD_HELD2
 HO0364* NAVD 88 ORTHO HEIGHT -   920.496 (meters)     3019.99  (feet) ADJUSTED
 HO0364  ______________________________________________________________________
 HO0364  GEOID HEIGHT    -        -24.472 (meters)                     GEOID18
 HO0364  DYNAMIC HEIGHT  -        919.567 (meters)     3016.95  (feet) COMP
 HO0364  MODELED GRAVITY -    979,591.5   (mgal)                       NAVD 88
 HO0364
 HO0364  VERT ORDER      -  FIRST     CLASS II
 HO0364
 HO0364.The horizontal coordinates were established by autonomous hand held GPS
 HO0364.observations and have an estimated accuracy of +/- 10 meters.
 HO0364
 HO0364.The orthometric height was determined by differential leveling and
 HO0364.adjusted by the NATIONAL GEODETIC SURVEY
 HO0364.in June 1991.
 HO0364
 HO0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0364.GEOID18 height accuracy estimate available here.
 HO0364
 HO0364.Click photographs - Photos may exist for this station.
 HO0364
 HO0364.The dynamic height is computed by dividing the NAVD 88
 HO0364.geopotential number by the normal gravity value computed on the
 HO0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0364.degrees latitude (g = 980.6199 gals.).
 HO0364
 HO0364.The modeled gravity was interpolated from observed gravity values.
 HO0364
 HO0364;                    North         East    Units  Estimated Accuracy
 HO0364;SPC UT S     - 3,056,660.      305,617.      MT  (+/- 10 meters HH2 GPS)
 HO0364
 HO0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG6125815639(NAD 83)
 HO0364
 HO0364                          SUPERSEDED SURVEY CONTROL
 HO0364
 HO0364.No superseded survey control is available for this station.
 HO0364
 HO0364_MARKER: F = FLANGE-ENCASED ROD
 HO0364_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0364_STAMPING: F 365 1982
 HO0364_MARK LOGO: NGS
 HO0364_PROJECTION: FLUSH
 HO0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0364+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2018
 HO0364_ROD/PIPE-DEPTH: 3.6 meters
 HO0364
 HO0364  HISTORY     - Date     Condition        Report By
 HO0364  HISTORY     - 1982     MONUMENTED       NGS
 HO0364  HISTORY     - 20080419 GOOD             GEOCAC
 HO0364  HISTORY     - 20120112 GOOD             GEOCAC
 HO0364  HISTORY     - 20180609 GOOD             NGS
 HO0364
 HO0364                          STATION DESCRIPTION
 HO0364
 HO0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0364'4.4 KM (2.8 MI) WEST FROM SANTA CLARA.
 HO0364'4.45 KM (2.8 MI) WEST ALONG OLD US HIGHWAY 91 FROM THE CHURCH OF
 HO0364'LATTER DAY SAINTS IN SANTA CLARA, 1.6 KM (1.0 MI) NORTHWEST OF THE Y
 HO0364'JUNCTION OF A PAVED ROAD LEADING NORTH TO IVINS, 1.3 METERS (4.5 FT)
 HO0364'NORTHWEST OF THE POWER POLE ON THE NORTHEAST CORNER OF THE Y JUNCTION
 HO0364'OF A PRIVATE DIRT ROAD LEADING NORTH, 14.0 METERS (46 FT) NORTHEAST OF
 HO0364'THE HIGHWAY CENTERLINE, 12.2 METERS (40 FT) EAST OF THE ROAD CENTER,
 HO0364'8.8 METERS (29 FT) NORTHEAST OF THE NORTHWEST END OF THE NORTHEAST
 HO0364'CONCRETE HEADWALL FOR A 24 INCH CORRUGATED METAL PIPE CULVERT, 0.6
 HO0364'METER (2 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 HO0364'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 HO0364'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 HO0364
 HO0364                          STATION RECOVERY (2008)
 HO0364
 HO0364'RECOVERY NOTE BY GEOCACHING 2008 (DEL)
 HO0364'RECOVERED IN GOOD CONDITION.
 HO0364
 HO0364                          STATION RECOVERY (2012)
 HO0364
 HO0364'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 HO0364'RECOVERED IN GOOD CONDITION.
 HO0364
 HO0364                          STATION RECOVERY (2018)
 HO0364
 HO0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 HO0364'THE STREET TO THE NORTH IS 400 WEST ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0403 ***********************************************************************
 HO0403  DESIGNATION -  F 366
 HO0403  PID         -  HO0403
 HO0403  STATE/COUNTY-  UT/WASHINGTON
 HO0403  COUNTRY     -  US
 HO0403  USGS QUAD   -  VIRGIN (2017)
 HO0403
 HO0403                         *CURRENT SURVEY CONTROL
 HO0403  ______________________________________________________________________
 HO0403* NAD 83(1986) POSITION- 37 12 18.     (N) 113 12 32.     (W)   SCALED
 HO0403* NAVD 88 ORTHO HEIGHT -  1083.866 (meters)     3555.98  (feet) ADJUSTED
 HO0403  ______________________________________________________________________
 HO0403  GEOID HEIGHT    -        -23.281 (meters)                     GEOID18
 HO0403  DYNAMIC HEIGHT  -       1082.717 (meters)     3552.21  (feet) COMP
 HO0403  MODELED GRAVITY -    979,534.1   (mgal)                       NAVD 88
 HO0403
 HO0403  VERT ORDER      -  FIRST     CLASS II
 HO0403
 HO0403.The horizontal coordinates were scaled from a map and have
 HO0403.an estimated accuracy of +/- 6 seconds.
 HO0403
 HO0403.The orthometric height was determined by differential leveling and
 HO0403.adjusted by the NATIONAL GEODETIC SURVEY
 HO0403.in June 1991.
 HO0403
 HO0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0403.GEOID18 height accuracy estimate available here.
 HO0403
 HO0403.Click photographs - Photos may exist for this station.
 HO0403
 HO0403.The dynamic height is computed by dividing the NAVD 88
 HO0403.geopotential number by the normal gravity value computed on the
 HO0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0403.degrees latitude (g = 980.6199 gals.).
 HO0403
 HO0403.The modeled gravity was interpolated from observed gravity values.
 HO0403
 HO0403;                    North         East    Units  Estimated Accuracy
 HO0403;SPC UT S     - 3,061,130.      348,310.      MT  (+/- 180 meters Scaled)
 HO0403
 HO0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG039198(NAD 83)
 HO0403
 HO0403                          SUPERSEDED SURVEY CONTROL
 HO0403
 HO0403.No superseded survey control is available for this station.
 HO0403
 HO0403_MARKER: I = METAL ROD
 HO0403_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0403_STAMPING: F 366 1982
 HO0403_MARK LOGO: NGS
 HO0403_PROJECTION: FLUSH
 HO0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0403+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 HO0403_ROD/PIPE-DEPTH: 3.0 meters
 HO0403
 HO0403  HISTORY     - Date     Condition        Report By
 HO0403  HISTORY     - 1982     MONUMENTED       NGS
 HO0403  HISTORY     - 20070619 GOOD             INDIV
 HO0403
 HO0403                          STATION DESCRIPTION
 HO0403
 HO0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0403'2.0 KM (1.2 MI) WEST FROM VIRGIN.
 HO0403'0.15 KM (0.1 MI) NORTH ALONG A PAVED ROAD FROM THE POST OFFICE IN
 HO0403'VIRGIN, THENCE 1.9 KM (1.15 MI) WEST ALONG STATE HIGHWAY 9, 0.15 KM
 HO0403'(0.1 MI) EAST OF MILEPOST 17, 4.4 METERS (14.5 FT) WEST OF A POWER
 HO0403'POLE AT THE INTERSECTION OF A NORTH-SOUTH PAVED ROAD, 7.95 KM
 HO0403'(4.95 MI) EAST OF LA VERKIN, 14.9 METERS (49 FT) SOUTH OF THE HIGHWAY
 HO0403'CENTERLINE, 31.4 METERS (103 FT) EAST OF THE CENTER OF THE ROAD,
 HO0403'20.2 METERS (66.5 FT) EAST OF A FENCE CORNER POST, 0.3 METER (1 FT)
 HO0403'NORTH OF THE RIGHT OF WAY FENCE.
 HO0403'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 HO0403'THE MARK IS 1.1 M BELOW THE HIGHWAY.
 HO0403
 HO0403                          STATION RECOVERY (2007)
 HO0403
 HO0403'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (RCW)
 HO0403'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0427 ***********************************************************************
 HO0427  DESIGNATION -  F 367
 HO0427  PID         -  HO0427
 HO0427  STATE/COUNTY-  UT/KANE
 HO0427  COUNTRY     -  US
 HO0427  USGS QUAD   -  THE BARRACKS (2017)
 HO0427
 HO0427                         *CURRENT SURVEY CONTROL
 HO0427  ______________________________________________________________________
 HO0427* NAD 83(1986) POSITION- 37 14 40.     (N) 112 48 30.     (W)   SCALED
 HO0427* NAVD 88 ORTHO HEIGHT -  1840.716 (meters)     6039.08  (feet) ADJUSTED
 HO0427  ______________________________________________________________________
 HO0427  GEOID HEIGHT    -        -21.931 (meters)                     GEOID18
 HO0427  DYNAMIC HEIGHT  -       1838.498 (meters)     6031.81  (feet) COMP
 HO0427  MODELED GRAVITY -    979,360.5   (mgal)                       NAVD 88
 HO0427
 HO0427  VERT ORDER      -  FIRST     CLASS II
 HO0427
 HO0427.The horizontal coordinates were scaled from a map and have
 HO0427.an estimated accuracy of +/- 6 seconds.
 HO0427
 HO0427.The orthometric height was determined by differential leveling and
 HO0427.adjusted by the NATIONAL GEODETIC SURVEY
 HO0427.in June 1991.
 HO0427
 HO0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0427.GEOID18 height accuracy estimate available here.
 HO0427
 HO0427.Click photographs - Photos may exist for this station.
 HO0427
 HO0427.The dynamic height is computed by dividing the NAVD 88
 HO0427.geopotential number by the normal gravity value computed on the
 HO0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0427.degrees latitude (g = 980.6199 gals.).
 HO0427
 HO0427.The modeled gravity was interpolated from observed gravity values.
 HO0427
 HO0427;                    North         East    Units  Estimated Accuracy
 HO0427;SPC UT S     - 3,064,940.      383,920.      MT  (+/- 180 meters Scaled)
 HO0427
 HO0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG396235(NAD 83)
 HO0427
 HO0427                          SUPERSEDED SURVEY CONTROL
 HO0427
 HO0427.No superseded survey control is available for this station.
 HO0427
 HO0427_MARKER: I = METAL ROD
 HO0427_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0427_STAMPING: F 367 1983
 HO0427_MARK LOGO: NGS
 HO0427_PROJECTION: FLUSH
 HO0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0427_ROD/PIPE-DEPTH: 6.1 meters
 HO0427
 HO0427  HISTORY     - Date     Condition        Report By
 HO0427  HISTORY     - 1983     MONUMENTED       NGS
 HO0427  HISTORY     - 20170628 GOOD             USPSQD
 HO0427
 HO0427                          STATION DESCRIPTION
 HO0427
 HO0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0427'26.0 KM (16.2 MI) EAST FROM SPRINGDALE.
 HO0427'26.0 KM (16.25 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF
 HO0427'LATTER DAY SAINTS IN SPRINGDALE, 4.95 KM (3.15 MI) EAST OF THE ZION
 HO0427'NATIONAL PARK BOUNDARY, 0.75 KM (0.45 MI) EAST OF MILEPOST 47,
 HO0427'14.0 METERS (46 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 15.8 METERS
 HO0427'(52 FT) SOUTHWEST OF THE Y-JUNCTION OF TWO FENCE LINES, 12.9 METERS
 HO0427'(42.5 FT) NORTHEAST OF POWER POLE 120, 0.45 METER (1.5 FT) NORTHWEST
 HO0427'OF THE RIGHT OF WAY FENCE.
 HO0427'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 HO0427'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 HO0427
 HO0427                          STATION RECOVERY (2017)
 HO0427
 HO0427'RECOVERY NOTE BY US POWER SQUADRON 2017 (GDS)
 HO0427'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0451 ***********************************************************************
 HO0451  DESIGNATION -  F 368
 HO0451  PID         -  HO0451
 HO0451  STATE/COUNTY-  UT/KANE
 HO0451  COUNTRY     -  US
 HO0451  USGS QUAD   -  KANAB (2017)
 HO0451
 HO0451                         *CURRENT SURVEY CONTROL
 HO0451  ______________________________________________________________________
 HO0451* NAD 83(1986) POSITION- 37 05 19.44   (N) 112 32 29.70   (W)   HD_HELD1
 HO0451* NAVD 88 ORTHO HEIGHT -  1548.106 (meters)     5079.08  (feet) ADJUSTED
 HO0451  ______________________________________________________________________
 HO0451  GEOID HEIGHT    -        -21.955 (meters)                     GEOID18
 HO0451  DYNAMIC HEIGHT  -       1546.321 (meters)     5073.22  (feet) COMP
 HO0451  MODELED GRAVITY -    979,423.4   (mgal)                       NAVD 88
 HO0451
 HO0451  VERT ORDER      -  FIRST     CLASS II
 HO0451
 HO0451.The horizontal coordinates were determined by differentially corrected
 HO0451.hand held GPS observations or other comparable positioning techniques
 HO0451.and have an estimated accuracy of +/- 3 meters.
 HO0451
 HO0451.The orthometric height was determined by differential leveling and
 HO0451.adjusted by the NATIONAL GEODETIC SURVEY
 HO0451.in June 1991.
 HO0451
 HO0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0451.GEOID18 height accuracy estimate available here.
 HO0451
 HO0451.Click photographs - Photos may exist for this station.
 HO0451
 HO0451.The dynamic height is computed by dividing the NAVD 88
 HO0451.geopotential number by the normal gravity value computed on the
 HO0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0451.degrees latitude (g = 980.6199 gals.).
 HO0451
 HO0451.The modeled gravity was interpolated from observed gravity values.
 HO0451
 HO0451;                    North         East    Units  Estimated Accuracy
 HO0451;SPC UT S     - 3,047,358.4     407,394.4     MT  (+/- 3 meters HH1 GPS) 
 HO0451
 HO0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG6299005827(NAD 83)
 HO0451
 HO0451                          SUPERSEDED SURVEY CONTROL
 HO0451
 HO0451.No superseded survey control is available for this station.
 HO0451
 HO0451_MARKER: F = FLANGE-ENCASED ROD
 HO0451_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0451_STAMPING: F 368 1983
 HO0451_MARK LOGO: NGS
 HO0451_PROJECTION: RECESSED 3 CENTIMETERS
 HO0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0451+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2012
 HO0451_ROD/PIPE-DEPTH: 12.2 meters
 HO0451
 HO0451  HISTORY     - Date     Condition        Report By
 HO0451  HISTORY     - 1983     MONUMENTED       NGS
 HO0451  HISTORY     - 20120610 GOOD             GEOCAC
 HO0451
 HO0451                          STATION DESCRIPTION
 HO0451
 HO0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0451'5.0 KM (3.1 MI) NORTH FROM KANAB.
 HO0451'5.0 KM (3.1 MI) NORTH ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER
 HO0451'DAY SAINTS IN KANAB, 0.41 KM (0.25 MI) NORTH OF THE UTAH INSPECTION
 HO0451'STATION, 0.35 KM (0.2 MI) SOUTH OF MILEPOST 68, 16.7 METERS (55 FT)
 HO0451'WEST OF THE HIGHWAY CENTERLINE, 6.1 METERS (20 FT) SOUTHWEST OF
 HO0451'TELEPHONE POLE 8, 3.5 METERS (11.5 FT) NORTH-NORTHEAST OF A LONE
 HO0451'12-INCH JUNIPER.
 HO0451'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 HO0451'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HO0451
 HO0451                          STATION RECOVERY (2012)
 HO0451
 HO0451'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0451'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0402 ***********************************************************************
 JO0402  DESIGNATION -  F 369
 JO0402  PID         -  JO0402
 JO0402  STATE/COUNTY-  UT/IRON
 JO0402  COUNTRY     -  US
 JO0402  USGS QUAD   -  DRY WILLOW PEAK (2017)
 JO0402
 JO0402                         *CURRENT SURVEY CONTROL
 JO0402  ______________________________________________________________________
 JO0402* NAD 83(1986) POSITION- 38 07 11.     (N) 112 57 03.     (W)   SCALED
 JO0402* NAVD 88 ORTHO HEIGHT -  1818.251 (meters)     5965.38  (feet) ADJUSTED
 JO0402  ______________________________________________________________________
 JO0402  GEOID HEIGHT    -        -20.960 (meters)                     GEOID18
 JO0402  DYNAMIC HEIGHT  -       1816.210 (meters)     5958.68  (feet) COMP
 JO0402  MODELED GRAVITY -    979,442.5   (mgal)                       NAVD 88
 JO0402
 JO0402  VERT ORDER      -  FIRST     CLASS II
 JO0402
 JO0402.The horizontal coordinates were scaled from a map and have
 JO0402.an estimated accuracy of +/- 6 seconds.
 JO0402
 JO0402.The orthometric height was determined by differential leveling and
 JO0402.adjusted by the NATIONAL GEODETIC SURVEY
 JO0402.in June 1991.
 JO0402
 JO0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0402.GEOID18 height accuracy estimate available here.
 JO0402
 JO0402.Click photographs - Photos may exist for this station.
 JO0402
 JO0402.The dynamic height is computed by dividing the NAVD 88
 JO0402.geopotential number by the normal gravity value computed on the
 JO0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0402.degrees latitude (g = 980.6199 gals.).
 JO0402
 JO0402.The modeled gravity was interpolated from observed gravity values.
 JO0402
 JO0402;                    North         East    Units  Estimated Accuracy
 JO0402;SPC UT S     - 3,162,250.      372,790.      MT  (+/- 180 meters Scaled)
 JO0402
 JO0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH289208(NAD 83)
 JO0402
 JO0402                          SUPERSEDED SURVEY CONTROL
 JO0402
 JO0402.No superseded survey control is available for this station.
 JO0402
 JO0402_MARKER: DB = BENCH MARK DISK
 JO0402_SETTING: 66 = SET IN ROCK OUTCROP
 JO0402_STAMPING: F 369 1984
 JO0402_MARK LOGO: NGS
 JO0402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0402+STABILITY: POSITION/ELEVATION WELL
 JO0402
 JO0402  HISTORY     - Date     Condition        Report By
 JO0402  HISTORY     - 1984     MONUMENTED       NGS
 JO0402
 JO0402                          STATION DESCRIPTION
 JO0402
 JO0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0402'11.7 KM (7.3 MI) SOUTH FROM MINERSVILLE.
 JO0402'11.68 KM (7.26 MI) SOUTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 JO0402'AT MINERSVILLE, IN TOP OF THE HIGHEST POINT OF A 3 BY 5 FOOT LEDGE OF
 JO0402'GRAY VOLCANIC OUTCROP, 0.34 KM (0.21 MI) SOUTH OF MILEPOST 35,
 JO0402'10.1 METERS (33 FT) EAST OF THE HIGHWAY CENTERLINE, 40.5 METERS
 JO0402'(133 FT) NORTH OF THE EAST END OF A 36-INCH CORRUGATED METAL PIPE
 JO0402'CULVERT AND 19.8 METERS (65 FT) WEST OF THE RIGHT OF WAY FENCE.
 JO0402'THE MARK IS 0.2 METERS  W FROM A WITNESS POST.
 JO0402'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0275 ***********************************************************************
 KN0275  DESIGNATION -  F 37
 KN0275  PID         -  KN0275
 KN0275  STATE/COUNTY-  UT/SEVIER
 KN0275  COUNTRY     -  US
 KN0275  USGS QUAD   -  REDMOND (2017)
 KN0275
 KN0275                         *CURRENT SURVEY CONTROL
 KN0275  ______________________________________________________________________
 KN0275* NAD 83(1986) POSITION- 39 00 25.     (N) 111 50 11.     (W)   SCALED
 KN0275* NAVD 88 ORTHO HEIGHT -  1562.777 (meters)     5127.21  (feet) ADJUSTED
 KN0275  ______________________________________________________________________
 KN0275  GEOID HEIGHT    -        -18.599 (meters)                     GEOID18
 KN0275  DYNAMIC HEIGHT  -       1561.158 (meters)     5121.90  (feet) COMP
 KN0275  MODELED GRAVITY -    979,537.8   (mgal)                       NAVD 88
 KN0275
 KN0275  VERT ORDER      -  SECOND    CLASS 0
 KN0275
 KN0275.The horizontal coordinates were scaled from a map and have
 KN0275.an estimated accuracy of +/- 6 seconds.
 KN0275
 KN0275.The orthometric height was determined by differential leveling and
 KN0275.adjusted by the NATIONAL GEODETIC SURVEY
 KN0275.in June 1991.
 KN0275
 KN0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0275.GEOID18 height accuracy estimate available here.
 KN0275
 KN0275.Click photographs - Photos may exist for this station.
 KN0275
 KN0275.The dynamic height is computed by dividing the NAVD 88
 KN0275.geopotential number by the normal gravity value computed on the
 KN0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0275.degrees latitude (g = 980.6199 gals.).
 KN0275
 KN0275.The modeled gravity was interpolated from observed gravity values.
 KN0275
 KN0275;                    North         East    Units  Estimated Accuracy
 KN0275;SPC UT C     - 2,074,840.      470,860.      MT  (+/- 180 meters Scaled)
 KN0275
 KN0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ275178(NAD 83)
 KN0275
 KN0275                          SUPERSEDED SURVEY CONTROL
 KN0275
 KN0275  NGVD 29 (??/??/92) 1561.607  (m)         5123.37   (f) ADJ UNCH    2 0
 KN0275
 KN0275.Superseded values are not recommended for survey control.
 KN0275
 KN0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0275.See file dsdata.pdf to determine how the superseded data were derived.
 KN0275
 KN0275_MARKER: DB = BENCH MARK DISK
 KN0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0275_STAMPING: F 37 1934
 KN0275_MARK LOGO: CGS
 KN0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0275+STABILITY: SURFACE MOTION
 KN0275
 KN0275  HISTORY     - Date     Condition        Report By
 KN0275  HISTORY     - 1934     MONUMENTED       CGS
 KN0275
 KN0275                          STATION DESCRIPTION
 KN0275
 KN0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0275'3.7 MI N FROM SALINA.
 KN0275'ABOUT 3.7 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0275'FROM THE STATION AT SALINA, SEVIER COUNTY, ABOUT 101 FEET NORTH OF THE
 KN0275'STATION AT REDMOND, 69 FEET NORTH OF AN EAST-AND-WEST ROAD, AND 36
 KN0275'FEET EAST OF THE MAIN TRACK.  A STANDARD DISK, STAMPED F 37 1934 AND
 KN0275'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0555 ***********************************************************************
 MR0555  HT_MOD      -  This is a Height Modernization Survey Station.
 MR0555  DESIGNATION -  F 370
 MR0555  PID         -  MR0555
 MR0555  STATE/COUNTY-  UT/MORGAN
 MR0555  COUNTRY     -  US
 MR0555  USGS QUAD   -  SNOW BASIN (2017)
 MR0555
 MR0555                         *CURRENT SURVEY CONTROL
 MR0555  ______________________________________________________________________
 MR0555* NAD 83(2011) POSITION- 41 08 25.03945(N) 111 50 42.73800(W)   ADJUSTED
 MR0555* NAD 83(2011) ELLIP HT-  1449.491 (meters)        (07/08/20)   ADJUSTED
 MR0555* NAD 83(2011) EPOCH   -  2010.00
 MR0555* NAVD 88 ORTHO HEIGHT -  1465.77  (meters)     4808.9   (feet) GPS OBS
 MR0555  ______________________________________________________________________
 MR0555  GEOID HEIGHT    -        -16.258 (meters)                     GEOID18
 MR0555  NAD 83(2011) X  - -1,790,340.732 (meters)                     COMP
 MR0555  NAD 83(2011) Y  - -4,465,949.176 (meters)                     COMP
 MR0555  NAD 83(2011) Z  -  4,175,122.529 (meters)                     COMP
 MR0555  LAPLACE CORR    -          3.20  (seconds)                    DEFLEC18
 MR0555
 MR0555  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MR0555  Standards:
 MR0555         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MR0555            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MR0555  -------------------------------------------------------------------
 MR0555  NETWORK    0.27   0.63           0.12   0.10   0.32     -0.00150522
 MR0555  -------------------------------------------------------------------
 MR0555  Click here for local accuracies and other accuracy information.
 MR0555
 MR0555.The horizontal coordinates were established by GPS observations
 MR0555.and adjusted by the National Geodetic Survey in July 2020.
 MR0555
 MR0555.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MR0555.been affixed to the stable North American tectonic plate. See 
 MR0555.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MR0555
 MR0555.The horizontal coordinates are valid at the epoch date displayed above
 MR0555.which is a decimal equivalence of Year/Month/Day.
 MR0555
 MR0555.The orthometric height was determined by GPS observations and a
 MR0555.high-resolution geoid model using precise GPS observation and
 MR0555.processing techniques.
 MR0555
 MR0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0555.GEOID18 height accuracy estimate available here.
 MR0555
 MR0555.Click photographs - Photos may exist for this station.
 MR0555
 MR0555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MR0555
 MR0555.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0555
 MR0555.The ellipsoidal height was determined by GPS observations
 MR0555.and is referenced to NAD 83.
 MR0555
 MR0555. The following values were computed from the NAD 83(2011) position.
 MR0555
 MR0555;                    North         East     Units Scale Factor Converg.
 MR0555;SPC UT N     - 1,089,669.462   471,019.056   MT  0.99995869   -0 13 39.4
 MR0555;SPC UT N     - 3,575,023.89  1,545,335.02   sFT  0.99995869   -0 13 39.4
 MR0555;UTM  12      - 4,554,674.851   429,067.546   MT  0.99966192   -0 33 21.9
 MR0555
 MR0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0555!SPC UT N     -   0.99977269  x   0.99995869  =   0.99973139
 MR0555!UTM  12      -   0.99977269  x   0.99966192  =   0.99943469
 MR0555
 MR0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2906754674(NAD 83)
 MR0555
 MR0555                          SUPERSEDED SURVEY CONTROL
 MR0555
 MR0555  NAVD 88 (06/15/91) 1465.605  (m)         4808.41   (f) ADJUSTED    1 2
 MR0555  NGVD 29 (06/08/92) 1464.563  (m)         4804.99   (f) ADJUSTED    1 2
 MR0555
 MR0555.Superseded values are not recommended for survey control.
 MR0555
 MR0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0555.See file dsdata.pdf to determine how the superseded data were derived.
 MR0555
 MR0555_MARKER: F = FLANGE-ENCASED ROD
 MR0555_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0555_STAMPING: F 370 1983
 MR0555_MARK LOGO: NGS
 MR0555_PROJECTION: FLUSH
 MR0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0555+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2015
 MR0555_ROD/PIPE-DEPTH: 14.0 meters
 MR0555
 MR0555  HISTORY     - Date     Condition        Report By
 MR0555  HISTORY     - 1983     MONUMENTED       NGS
 MR0555  HISTORY     - 20150617 GOOD             UT-057
 MR0555
 MR0555                          STATION DESCRIPTION
 MR0555
 MR0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0555'19.6 KM (12.15 MI) NW FROM MORGAN.
 MR0555'19.6 KM (12.15 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0555'THE STATION IN MORGAN OR 20.1 KM (12.5 MI) SOUTHEASTERLY ALONG THE
 MR0555'UNION PACIFIC RAILROAD FROM THE STATION IN OGEN, 0.9 KM (0.55 MI) EAST
 MR0555'FROM INTERSTATE HIGHWAY 84 MILEPOST 92, 121.9 METERS (399.9 FT) NORTH
 MR0555'OF THE NEAR RAIL, 26.7 METERS (87.6 FT) NORTH OF THE CENTERLINE OF THE
 MR0555'NORTHWEST BOUND LANE OF THE HIGHWAY, 25.6 METERS (84.0 FT) EAST OF THE
 MR0555'NORTHEAST LEG OF A FOREST SERVICE SIGN, 6.0 METERS (19.7 FT) EAST OF
 MR0555'THE EAST END OF A HIGHWAY CUT, 4.8 METERS (15.7 FT) EAST OF A 3-INCH
 MR0555'TREE, AND 3.0 METERS (5.3 FT) WEST OF A 3-INCH TREE.  NOTE=ACCESS TO
 MR0555'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MR0555'THE MARK IS 0.3 METERS  S FROM  WITNESS POST AND FENCE
 MR0555'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 MR0555
 MR0555                          STATION RECOVERY (2015)
 MR0555
 MR0555'RECOVERY NOTE BY WEBER COUNTY UTAH 2015 (DJM)
 MR0555'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0580 ***********************************************************************
 MR0580  DESIGNATION -  F 371
 MR0580  PID         -  MR0580
 MR0580  STATE/COUNTY-  UT/SUMMIT
 MR0580  COUNTRY     -  US
 MR0580  USGS QUAD   -  SHEARING CORRAL (2017)
 MR0580
 MR0580                         *CURRENT SURVEY CONTROL
 MR0580  ______________________________________________________________________
 MR0580* NAD 83(1986) POSITION- 41 10 10.     (N) 111 08 09.     (W)   SCALED
 MR0580* NAVD 88 ORTHO HEIGHT -  1970.076 (meters)     6463.49  (feet) ADJUSTED
 MR0580  ______________________________________________________________________
 MR0580  GEOID HEIGHT    -        -15.394 (meters)                     GEOID18
 MR0580  DYNAMIC HEIGHT  -       1968.257 (meters)     6457.52  (feet) COMP
 MR0580  MODELED GRAVITY -    979,631.3   (mgal)                       NAVD 88
 MR0580
 MR0580  VERT ORDER      -  FIRST     CLASS II
 MR0580
 MR0580.The horizontal coordinates were scaled from a map and have
 MR0580.an estimated accuracy of +/- 6 seconds.
 MR0580
 MR0580.The orthometric height was determined by differential leveling and
 MR0580.adjusted by the NATIONAL GEODETIC SURVEY
 MR0580.in June 1991.
 MR0580
 MR0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0580.GEOID18 height accuracy estimate available here.
 MR0580
 MR0580.Click photographs - Photos may exist for this station.
 MR0580
 MR0580.The dynamic height is computed by dividing the NAVD 88
 MR0580.geopotential number by the normal gravity value computed on the
 MR0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0580.degrees latitude (g = 980.6199 gals.).
 MR0580
 MR0580.The modeled gravity was interpolated from observed gravity values.
 MR0580
 MR0580;                    North         East    Units  Estimated Accuracy
 MR0580;SPC UT N     - 1,092,910.      530,560.      MT  (+/- 180 meters Scaled)
 MR0580
 MR0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL886575(NAD 83)
 MR0580
 MR0580                          SUPERSEDED SURVEY CONTROL
 MR0580
 MR0580  NGVD 29 (06/08/92) 1968.788  (m)         6459.27   (f) ADJUSTED    1 2
 MR0580
 MR0580.Superseded values are not recommended for survey control.
 MR0580
 MR0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0580.See file dsdata.pdf to determine how the superseded data were derived.
 MR0580
 MR0580_MARKER: I = METAL ROD
 MR0580_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0580_STAMPING: F 371 1983
 MR0580_MARK LOGO: NGS
 MR0580_PROJECTION: FLUSH
 MR0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0580_ROD/PIPE-DEPTH: 15.8 meters
 MR0580
 MR0580  HISTORY     - Date     Condition        Report By
 MR0580  HISTORY     - 1983     MONUMENTED       NGS
 MR0580
 MR0580                          STATION DESCRIPTION
 MR0580
 MR0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0580'4.8 KM (3.05 MI) SW FROM WAHSATCH.
 MR0580'4.8 KM (3.05 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 80 FROM THE
 MR0580'UNION PACIFIC RAILROAD STATION IN WAHSATCH, 76.8 METERS (252.0 FT)
 MR0580'SOUTH OF MILEPOST 190, AND 31.4 METERS (103.0 FT) EAST OF THE
 MR0580'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE
 MR0580'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MR0580'THE MARK IS 0.3 METERS  W FROM  WITNESS POST AND FENCE
 MR0580'THE MARK IS 2.2 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0343 ***********************************************************************
 HM0343  DESIGNATION -  F 372
 HM0343  PID         -  HM0343
 HM0343  STATE/COUNTY-  UT/SAN JUAN
 HM0343  COUNTRY     -  US
 HM0343  USGS QUAD   -  BIG BENCH (2017)
 HM0343
 HM0343                         *CURRENT SURVEY CONTROL
 HM0343  ______________________________________________________________________
 HM0343* NAD 83(1986) POSITION- 37 26 33.     (N) 109 27 53.     (W)   SCALED
 HM0343* NAVD 88 ORTHO HEIGHT -  1596.250 (meters)     5237.03  (feet) ADJUSTED
 HM0343  ______________________________________________________________________
 HM0343  GEOID HEIGHT    -        -20.552 (meters)                     GEOID18
 HM0343  DYNAMIC HEIGHT  -       1594.425 (meters)     5231.04  (feet) COMP
 HM0343  MODELED GRAVITY -    979,431.0   (mgal)                       NAVD 88
 HM0343
 HM0343  VERT ORDER      -  FIRST     CLASS II
 HM0343
 HM0343.The horizontal coordinates were scaled from a map and have
 HM0343.an estimated accuracy of +/- 6 seconds.
 HM0343
 HM0343.The orthometric height was determined by differential leveling and
 HM0343.adjusted by the NATIONAL GEODETIC SURVEY
 HM0343.in June 1991.
 HM0343
 HM0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0343.GEOID18 height accuracy estimate available here.
 HM0343
 HM0343.Click photographs - Photos may exist for this station.
 HM0343
 HM0343.The dynamic height is computed by dividing the NAVD 88
 HM0343.geopotential number by the normal gravity value computed on the
 HM0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0343.degrees latitude (g = 980.6199 gals.).
 HM0343
 HM0343.The modeled gravity was interpolated from observed gravity values.
 HM0343
 HM0343;                    North         East    Units  Estimated Accuracy
 HM0343;SPC UT S     - 3,088,060.      680,090.      MT  (+/- 180 meters Scaled)
 HM0343
 HM0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG358450(NAD 83)
 HM0343
 HM0343                          SUPERSEDED SURVEY CONTROL
 HM0343
 HM0343.No superseded survey control is available for this station.
 HM0343
 HM0343_MARKER: DV = VERTICAL CONTROL DISK
 HM0343_SETTING: 66 = SET IN ROCK OUTCROP
 HM0343_STAMPING: F 372 1983
 HM0343_MARK LOGO: NGS
 HM0343_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0343+STABILITY: POSITION/ELEVATION WELL
 HM0343
 HM0343  HISTORY     - Date     Condition        Report By
 HM0343  HISTORY     - 1983     MONUMENTED       NGS
 HM0343  HISTORY     - 1984     GOOD             NGS
 HM0343
 HM0343                          STATION DESCRIPTION
 HM0343
 HM0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0343'21.0 KM (13.05 MI) NE FROM BLUFF.
 HM0343'19.9 KM (12.35 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0343'OFFICE IN BLUFF, THENCE 0.4 KM (0.25 MI) EAST ALONG A DIRT ROAD,
 HM0343'THENCE 0.7 KM (0.45 MI) NORTH ALONG A DIRT ROAD, 5.0 METERS (16.4 FT)
 HM0343'SOUTH OF THE NORTH END OF A LARGE AREA OF OUTCROPPING BEDROCK, 1.7 KM
 HM0343'(1.05 MI) NORTH OF THE JUNCTION OF STATE HIGHWAY 262, 56.0 METERS
 HM0343'(183.7 FT) NORTH OF THE EDGE OF A LEDGE, 51.2 METERS (168.0 FT)
 HM0343'NORTH-NORTHEAST OF THE EAST END OF A 24-INCH METAL CULVERT,
 HM0343'38.2 METERS (125.3 FT) SOUTH-SOUTHEAST OF A UTILITY POLE, 24.5 METERS
 HM0343'(80.4 FT) EAST OF THE CENTER OF THE ROAD, 24.5 METERS (80.4 FT) WEST
 HM0343'OF A FENCE AND WITNESS POST, 7.0 METERS (23.0 FT) WEST OF THE EAST
 HM0343'EDGE OF THE OUTCROP, AND 4.0 METERS (13.1 FT) EAST OF THE WEST EDGE OF
 HM0343'THE OUTCROP.
 HM0343'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 HM0343'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 HM0343
 HM0343                          STATION RECOVERY (1984)
 HM0343
 HM0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0343'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0370 ***********************************************************************
 HM0370  DESIGNATION -  F 373
 HM0370  PID         -  HM0370
 HM0370  STATE/COUNTY-  UT/SAN JUAN
 HM0370  COUNTRY     -  US
 HM0370  USGS QUAD   -  MEXICAN HAT (2017)
 HM0370
 HM0370                         *CURRENT SURVEY CONTROL
 HM0370  ______________________________________________________________________
 HM0370* NAD 83(1986) POSITION- 37 14 46.6    (N) 109 46 11.3    (W)   HD_HELD2
 HM0370* NAVD 88 ORTHO HEIGHT -  1497.381 (meters)     4912.66  (feet) ADJUSTED
 HM0370  ______________________________________________________________________
 HM0370  GEOID HEIGHT    -        -20.648 (meters)                     GEOID18
 HM0370  DYNAMIC HEIGHT  -       1495.697 (meters)     4907.13  (feet) COMP
 HM0370  MODELED GRAVITY -    979,453.6   (mgal)                       NAVD 88
 HM0370
 HM0370  VERT ORDER      -  FIRST     CLASS II
 HM0370
 HM0370.The horizontal coordinates were established by autonomous hand held GPS
 HM0370.observations and have an estimated accuracy of +/- 10 meters.
 HM0370
 HM0370.The orthometric height was determined by differential leveling and
 HM0370.adjusted by the NATIONAL GEODETIC SURVEY
 HM0370.in June 1991.
 HM0370
 HM0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0370.GEOID18 height accuracy estimate available here.
 HM0370
 HM0370.Click photographs - Photos may exist for this station.
 HM0370
 HM0370.The dynamic height is computed by dividing the NAVD 88
 HM0370.geopotential number by the normal gravity value computed on the
 HM0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0370.degrees latitude (g = 980.6199 gals.).
 HM0370
 HM0370.The modeled gravity was interpolated from observed gravity values.
 HM0370
 HM0370;                    North         East    Units  Estimated Accuracy
 HM0370;SPC UT S     - 3,065,747.      653,500.      MT  (+/- 10 meters HH2 GPS)
 HM0370
 HM0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG0910622902(NAD 83)
 HM0370
 HM0370                          SUPERSEDED SURVEY CONTROL
 HM0370
 HM0370.No superseded survey control is available for this station.
 HM0370
 HM0370_MARKER: DV = VERTICAL CONTROL DISK
 HM0370_SETTING: 66 = SET IN ROCK OUTCROP
 HM0370_STAMPING: F 373 1983
 HM0370_MARK LOGO: NGS
 HM0370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0370+STABILITY: POSITION/ELEVATION WELL
 HM0370
 HM0370  HISTORY     - Date     Condition        Report By
 HM0370  HISTORY     - 1983     MONUMENTED       NGS
 HM0370
 HM0370                          STATION DESCRIPTION
 HM0370
 HM0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0370'16.4 KM (10.2 MI) NE FROM MEXICAN HAT.
 HM0370'16.4 KM (10.2 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0370'OFFICE IN MEXICAN HAT, IN AN EXPOSED AREA OF BEDROCK AT THE NORTHEAST
 HM0370'END OF A HIGHWAY CUT, 0.7 KM (0.45 MI) SOUTHWEST OF MILEPOST 32,
 HM0370'71.0 METERS (232.9 FT) EAST OF UTILITY POLE NUMBER 395, 13.0 METERS
 HM0370'(42.7 FT) SOUTHWEST OF THE NORTHEAST END OF THE CUT, AND 9.6 METERS
 HM0370'(31.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 HM0370'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 HM0370'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0518 ***********************************************************************
 LN0518  DESIGNATION -  F 374
 LN0518  PID         -  LN0518
 LN0518  STATE/COUNTY-  UT/UINTAH
 LN0518  COUNTRY     -  US
 LN0518  USGS QUAD   -  JENSEN (2017)
 LN0518
 LN0518                         *CURRENT SURVEY CONTROL
 LN0518  ______________________________________________________________________
 LN0518* NAD 83(1986) POSITION- 40 22 12.     (N) 109 20 04.     (W)   SCALED
 LN0518* NAVD 88 ORTHO HEIGHT -  1443.939 (meters)     4737.32  (feet) ADJUSTED
 LN0518  ______________________________________________________________________
 LN0518  GEOID HEIGHT    -        -17.141 (meters)                     GEOID18
 LN0518  DYNAMIC HEIGHT  -       1442.652 (meters)     4733.10  (feet) COMP
 LN0518  MODELED GRAVITY -    979,685.2   (mgal)                       NAVD 88
 LN0518
 LN0518  VERT ORDER      -  FIRST     CLASS II
 LN0518
 LN0518.The horizontal coordinates were scaled from a map and have
 LN0518.an estimated accuracy of +/- 6 seconds.
 LN0518
 LN0518.The orthometric height was determined by differential leveling and
 LN0518.adjusted by the NATIONAL GEODETIC SURVEY
 LN0518.in June 1991.
 LN0518
 LN0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0518.GEOID18 height accuracy estimate available here.
 LN0518
 LN0518.Click photographs - Photos may exist for this station.
 LN0518
 LN0518.The dynamic height is computed by dividing the NAVD 88
 LN0518.geopotential number by the normal gravity value computed on the
 LN0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0518.degrees latitude (g = 980.6199 gals.).
 LN0518
 LN0518.The modeled gravity was interpolated from observed gravity values.
 LN0518
 LN0518;                    North         East    Units  Estimated Accuracy
 LN0518;SPC UT C     - 2,228,340.      683,900.      MT  (+/- 180 meters Scaled)
 LN0518
 LN0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK414701(NAD 83)
 LN0518
 LN0518                          SUPERSEDED SURVEY CONTROL
 LN0518
 LN0518.No superseded survey control is available for this station.
 LN0518
 LN0518_MARKER: DV = VERTICAL CONTROL DISK
 LN0518_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LN0518_SP_SET: PIER
 LN0518_STAMPING: F 374 1984
 LN0518_MARK LOGO: NGS
 LN0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0518
 LN0518  HISTORY     - Date     Condition        Report By
 LN0518  HISTORY     - 1984     MONUMENTED       NGS
 LN0518  HISTORY     - 20091019 MARK NOT FOUND   GEOCAC
 LN0518
 LN0518                          STATION DESCRIPTION
 LN0518
 LN0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0518'0.2 KM (0.1 MI) EAST FROM JENSEN.
 LN0518'0.2 KM (0.1 MI) EASTERLY ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE IN
 LN0518'JENSEN, IN TOP OF THE NORTH END OF THE MOST WESTERLY 1 OF 4 PIERS OF A
 LN0518'HIGHWAY BRIDGE OVER THE GREEN RIVER, AND 4.9 M (16.1 FT) NORTH OF THE
 LN0518'CENTERLINE OF THE HIGHWAY.
 LN0518'THE MARK IS 1.8 M BELOW THE HIGHWAY.
 LN0518
 LN0518                          STATION RECOVERY (2009)
 LN0518
 LN0518'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LN0518'THE CURRENT BRIDGE WAS ERECTED IN 1994.  OLDER BRIDGES HAVE BEEN
 LN0518'REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0481 ***********************************************************************
 HM0481  DESIGNATION -  F 374
 HM0481  PID         -  HM0481
 HM0481  STATE/COUNTY-  UT/SAN JUAN
 HM0481  COUNTRY     -  US
 HM0481  USGS QUAD   -  BIG BENCH (2017)
 HM0481
 HM0481                         *CURRENT SURVEY CONTROL
 HM0481  ______________________________________________________________________
 HM0481* NAD 83(1986) POSITION- 37 25 10.1    (N) 109 27 23.5    (W)   HD_HELD2
 HM0481* NAVD 88 ORTHO HEIGHT -  1493.964 (meters)     4901.45  (feet) ADJUSTED
 HM0481  ______________________________________________________________________
 HM0481  GEOID HEIGHT    -        -20.633 (meters)                     GEOID18
 HM0481  DYNAMIC HEIGHT  -       1492.280 (meters)     4895.92  (feet) COMP
 HM0481  MODELED GRAVITY -    979,451.2   (mgal)                       NAVD 88
 HM0481
 HM0481  VERT ORDER      -  FIRST     CLASS II
 HM0481
 HM0481.The horizontal coordinates were established by autonomous hand held GPS
 HM0481.observations and have an estimated accuracy of +/- 10 meters.
 HM0481
 HM0481.The orthometric height was determined by differential leveling and
 HM0481.adjusted by the NATIONAL GEODETIC SURVEY
 HM0481.in June 1991.
 HM0481
 HM0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0481.GEOID18 height accuracy estimate available here.
 HM0481
 HM0481.Click photographs - Photos may exist for this station.
 HM0481
 HM0481.The dynamic height is computed by dividing the NAVD 88
 HM0481.geopotential number by the normal gravity value computed on the
 HM0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0481.degrees latitude (g = 980.6199 gals.).
 HM0481
 HM0481.The modeled gravity was interpolated from observed gravity values.
 HM0481
 HM0481;                    North         East    Units  Estimated Accuracy
 HM0481;SPC UT S     - 3,085,525.      680,869.      MT  (+/- 10 meters HH2 GPS)
 HM0481
 HM0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3657842525(NAD 83)
 HM0481
 HM0481                          SUPERSEDED SURVEY CONTROL
 HM0481
 HM0481.No superseded survey control is available for this station.
 HM0481
 HM0481_MARKER: DV = VERTICAL CONTROL DISK
 HM0481_SETTING: 66 = SET IN ROCK OUTCROP
 HM0481_STAMPING: F 374 1983
 HM0481_MARK LOGO: NGS
 HM0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0481+STABILITY: POSITION/ELEVATION WELL
 HM0481
 HM0481  HISTORY     - Date     Condition        Report By
 HM0481  HISTORY     - 1983     MONUMENTED       NGS
 HM0481
 HM0481                          STATION DESCRIPTION
 HM0481
 HM0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0481'19.8 KM (12.3 MI) NE FROM BLUFF.
 HM0481'18.2 KM (11.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0481'OFFICE IN BLUFF, THENCE 1.6 KM (1.0 MI) EASTERLY ALONG STATE HIGHWAY
 HM0481'262, IN AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 85.0 METERS
 HM0481'(278.9 FT) EAST OF THE WEST END OF THE CUT, 16.8 METERS (55.1 FT)
 HM0481'NORTH OF MILEPOST 1, AND 8.3 METERS (27.2 FT) NORTH OF THE CENTERLINE
 HM0481'OF THE HIGHWAY.
 HM0481'THE MARK IS 03 METERS  W FROM A WITNESS POST.
 HM0481'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0502 ***********************************************************************
 HO0502  DESIGNATION -  F 375
 HO0502  PID         -  HO0502
 HO0502  STATE/COUNTY-  UT/WASHINGTON
 HO0502  COUNTRY     -  US
 HO0502  USGS QUAD   -  PINTURA (2017)
 HO0502
 HO0502                         *CURRENT SURVEY CONTROL
 HO0502  ______________________________________________________________________
 HO0502* NAD 83(1986) POSITION- 37 18 48.5    (N) 113 17 34.7    (W)   HD_HELD2
 HO0502* NAVD 88 ORTHO HEIGHT -  1231.239 (meters)     4039.49  (feet) ADJUSTED
 HO0502  ______________________________________________________________________
 HO0502  GEOID HEIGHT    -        -23.048 (meters)                     GEOID18
 HO0502  DYNAMIC HEIGHT  -       1229.905 (meters)     4035.11  (feet) COMP
 HO0502  MODELED GRAVITY -    979,505.6   (mgal)                       NAVD 88
 HO0502
 HO0502  VERT ORDER      -  FIRST     CLASS II
 HO0502
 HO0502.The horizontal coordinates were established by autonomous hand held GPS
 HO0502.observations and have an estimated accuracy of +/- 10 meters.
 HO0502
 HO0502.The orthometric height was determined by differential leveling and
 HO0502.adjusted by the NATIONAL GEODETIC SURVEY
 HO0502.in June 1991.
 HO0502
 HO0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0502.GEOID18 height accuracy estimate available here.
 HO0502
 HO0502.Click photographs - Photos may exist for this station.
 HO0502
 HO0502.The dynamic height is computed by dividing the NAVD 88
 HO0502.geopotential number by the normal gravity value computed on the
 HO0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0502.degrees latitude (g = 980.6199 gals.).
 HO0502
 HO0502.The modeled gravity was interpolated from observed gravity values.
 HO0502
 HO0502;                    North         East    Units  Estimated Accuracy
 HO0502;SPC UT S     - 3,073,308.      341,074.      MT  (+/- 10 meters HH2 GPS)
 HO0502
 HO0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG9680632113(NAD 83)
 HO0502
 HO0502                          SUPERSEDED SURVEY CONTROL
 HO0502
 HO0502.No superseded survey control is available for this station.
 HO0502
 HO0502_MARKER: DV = VERTICAL CONTROL DISK
 HO0502_SETTING: 80 = SET IN A BOULDER
 HO0502_STAMPING: F 375 1984
 HO0502_MARK LOGO: NGS
 HO0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0502+STABILITY: SURFACE MOTION
 HO0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0502+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2025
 HO0502
 HO0502  HISTORY     - Date     Condition        Report By
 HO0502  HISTORY     - 1984     MONUMENTED       NGS
 HO0502  HISTORY     - 20050921 GOOD             INDIV
 HO0502  HISTORY     - 20250812 GOOD             GEOCAC
 HO0502
 HO0502                          STATION DESCRIPTION
 HO0502
 HO0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0502'8.4 KM (5.2 MI) NORTH FROM TOQUERVILLE.
 HO0502'4.83 KM (3.0 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 HO0502'TOQUERVILLE, THENCE 3.57 KM (2.22 MI) NORTHEAST ALONG INTERSTATE 15,
 HO0502'IN TOP OF THE SOUTHWEST END OF A 7 BY 11 FOOT IMBEDDED BOULDER
 HO0502'PROJECTING 2 FEET ABOVE THE SURFACE OF THE GROUND, ON THE OUTSIDE OF
 HO0502'THE SOUTHEAST RIGHT OF WAY FENCE, 0.56 KM (0.35 MI) SOUTHWEST OF
 HO0502'MILEPOST 30, 47.2 METERS (155 FT) SOUTHEAST OF THE NORTH BOUND HIGHWAY
 HO0502'CENTERLINE AND 2.0 METERS (7 FT) SOUTHEAST OF THE FENCE.
 HO0502'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 HO0502'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HO0502
 HO0502                          STATION RECOVERY (2005)
 HO0502
 HO0502'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RW)
 HO0502'RECOVERED IN GOOD CONDITION.
 HO0502
 HO0502                          STATION RECOVERY (2025)
 HO0502
 HO0502'RECOVERY NOTE BY GEOCACHING 2025 (CB)
 HO0502'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0472 ***********************************************************************
 HO0472  DESIGNATION -  F 376
 HO0472  PID         -  HO0472
 HO0472  STATE/COUNTY-  UT/IRON
 HO0472  COUNTRY     -  US
 HO0472  USGS QUAD   -  CEDAR CITY (2017)
 HO0472
 HO0472                         *CURRENT SURVEY CONTROL
 HO0472  ______________________________________________________________________
 HO0472* NAD 83(1986) POSITION- 37 42 48.     (N) 113 03 39.     (W)   SCALED
 HO0472* NAVD 88 ORTHO HEIGHT -  1735.515 (meters)     5693.94  (feet) ADJUSTED
 HO0472  ______________________________________________________________________
 HO0472  GEOID HEIGHT    -        -21.448 (meters)                     GEOID18
 HO0472  DYNAMIC HEIGHT  -       1733.521 (meters)     5687.39  (feet) COMP
 HO0472  MODELED GRAVITY -    979,419.6   (mgal)                       NAVD 88
 HO0472  OBS GRAVITY     -    979,419.1   (mgal)                       GRAV_OBS
 HO0472
 HO0472  VERT ORDER      -  FIRST     CLASS II
 HO0472
 HO0472.The horizontal coordinates were scaled from a map and have
 HO0472.an estimated accuracy of +/- 6 seconds.
 HO0472
 HO0472.The orthometric height was determined by differential leveling and
 HO0472.adjusted by the NATIONAL GEODETIC SURVEY
 HO0472.in June 1991.
 HO0472
 HO0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0472.GEOID18 height accuracy estimate available here.
 HO0472
 HO0472.Click photographs - Photos may exist for this station.
 HO0472
 HO0472.The dynamic height is computed by dividing the NAVD 88
 HO0472.geopotential number by the normal gravity value computed on the
 HO0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0472.degrees latitude (g = 980.6199 gals.).
 HO0472
 HO0472.The modeled gravity was interpolated from observed gravity values.
 HO0472
 HO0472.The observed gravity was obtained from relative gravimeter ties
 HO0472.to the IGSN71 gravity network.
 HO0472
 HO0472;                    North         East    Units  Estimated Accuracy
 HO0472;SPC UT S     - 3,117,310.      362,390.      MT  (+/- 180 meters Scaled)
 HO0472
 HO0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG183760(NAD 83)
 HO0472
 HO0472                          SUPERSEDED SURVEY CONTROL
 HO0472
 HO0472.No superseded survey control is available for this station.
 HO0472
 HO0472_MARKER: I = METAL ROD
 HO0472_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0472_STAMPING: F 376 1984
 HO0472_MARK LOGO: NGS
 HO0472_PROJECTION: FLUSH
 HO0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0472_ROD/PIPE-DEPTH: 8.5 meters
 HO0472
 HO0472  HISTORY     - Date     Condition        Report By
 HO0472  HISTORY     - 1984     MONUMENTED       NGS
 HO0472
 HO0472                          STATION DESCRIPTION
 HO0472
 HO0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0472'4.0 KM (2.5 MI) NORTH FROM CEDAR CITY.
 HO0472'4.05 KM (2.52 MI) NORTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 HO0472'AT CEDAR CITY, AT A FENCE T JUNCTION ALONG THE WEST RIGHT OF WAY FENCE
 HO0472'AND AT A TELEPHONE LINE CROSSING, 0.14 KM (0.09 MI) NORTH OF THE T
 HO0472'JUNCTION OF FIDDLERS CANYON ROAD, 0.41 KM (0.25 MI) SOUTH OF MILEPOST
 HO0472'5, 9.0 METERS (29.5 FT) WEST OF THE SOUTH BOUND HIGHWAY CENTERLINE,
 HO0472'1.2 METERS (4 FT) EAST OF AN ANGLE IRON FENCE JUNCTION POST,
 HO0472'1.2 METERS (4 FT) SOUTH OF A SHORT POWER POLE WITH ONE TRANSFORMER.
 HO0472'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 HO0472'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0454 ***********************************************************************
 JO0454  DESIGNATION -  F 377 B CO
 JO0454  PID         -  JO0454
 JO0454  STATE/COUNTY-  UT/BEAVER
 JO0454  COUNTRY     -  US
 JO0454  USGS QUAD   -  FRISCO (2017)
 JO0454
 JO0454                         *CURRENT SURVEY CONTROL
 JO0454  ______________________________________________________________________
 JO0454* NAD 83(1986) POSITION- 38 26 15.     (N) 113 16 20.     (W)   SCALED
 JO0454* NAVD 88 ORTHO HEIGHT -  1860.013 (meters)     6102.39  (feet) ADJUSTED
 JO0454  ______________________________________________________________________
 JO0454  GEOID HEIGHT    -        -20.899 (meters)                     GEOID18
 JO0454  DYNAMIC HEIGHT  -       1857.984 (meters)     6095.74  (feet) COMP
 JO0454  MODELED GRAVITY -    979,471.7   (mgal)                       NAVD 88
 JO0454
 JO0454  VERT ORDER      -  FIRST     CLASS II
 JO0454
 JO0454.The horizontal coordinates were scaled from a map and have
 JO0454.an estimated accuracy of +/- 6 seconds.
 JO0454
 JO0454.The orthometric height was determined by differential leveling and
 JO0454.adjusted by the NATIONAL GEODETIC SURVEY
 JO0454.in June 1991.
 JO0454
 JO0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0454.GEOID18 height accuracy estimate available here.
 JO0454
 JO0454.Click photographs - Photos may exist for this station.
 JO0454
 JO0454.The dynamic height is computed by dividing the NAVD 88
 JO0454.geopotential number by the normal gravity value computed on the
 JO0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0454.degrees latitude (g = 980.6199 gals.).
 JO0454
 JO0454.The modeled gravity was interpolated from observed gravity values.
 JO0454
 JO0454;                    North         East    Units  Estimated Accuracy
 JO0454;SPC UT S     - 3,198,010.      345,280.      MT  (+/- 180 meters Scaled)
 JO0454
 JO0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH016568(NAD 83)
 JO0454
 JO0454                          SUPERSEDED SURVEY CONTROL
 JO0454
 JO0454.No superseded survey control is available for this station.
 JO0454
 JO0454_MARKER: DV = VERTICAL CONTROL DISK
 JO0454_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0454_SP_SET: HEADWALL
 JO0454_STAMPING: F 377 1984
 JO0454_MARK LOGO: NGS
 JO0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0454
 JO0454  HISTORY     - Date     Condition        Report By
 JO0454  HISTORY     - 1984     MONUMENTED       NGS
 JO0454
 JO0454                          STATION DESCRIPTION
 JO0454
 JO0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0454'25.7 KM (16.0 MI) NW FROM MILFORD.
 JO0454'25.73 KM (15.99 MI) NORTHWEST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION
 JO0454'WITH STATE HIGHWAY 257 AT MILFORD, IN TOP OF AND DIRECTLY OVER THE
 JO0454'CENTER PIER OF THE SOUTHEAST CONCRETE HEADWALL FOR A LARGE DOUBLE BOX
 JO0454'CULVERT OVER THE FRISCO WASH, 5.2 METERS (17 FT) SOUTHEAST OF THE
 JO0454'HIGHWAY CENTERLINE, 6.9 METERS (22.5 FT) SOUTHWEST OF THE NORTHEAST
 JO0454'END OF THE HEADWALL AND 6.4 METERS (21 FT) NORTHEAST OF MILEPOST 61.
 JO0454'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0616 ***********************************************************************
 MS0616  DESIGNATION -  F 377 BE CO
 MS0616  PID         -  MS0616
 MS0616  STATE/COUNTY-  UT/BOX ELDER
 MS0616  COUNTRY     -  US
 MS0616  USGS QUAD   -  KELTON PASS SE (2017)
 MS0616
 MS0616                         *CURRENT SURVEY CONTROL
 MS0616  ______________________________________________________________________
 MS0616* NAD 83(1986) POSITION- 41 45 43.     (N) 113 06 47.     (W)   SCALED
 MS0616* NAVD 88 ORTHO HEIGHT -  1290.254 (meters)     4233.11  (feet) ADJUSTED
 MS0616  ______________________________________________________________________
 MS0616  GEOID HEIGHT    -        -15.588 (meters)                     GEOID18
 MS0616  DYNAMIC HEIGHT  -       1289.394 (meters)     4230.29  (feet) COMP
 MS0616  MODELED GRAVITY -    979,912.0   (mgal)                       NAVD 88
 MS0616
 MS0616  VERT ORDER      -  FIRST     CLASS II
 MS0616
 MS0616.The horizontal coordinates were scaled from a map and have
 MS0616.an estimated accuracy of +/- 6 seconds.
 MS0616
 MS0616.The orthometric height was determined by differential leveling and
 MS0616.adjusted by the NATIONAL GEODETIC SURVEY
 MS0616.in June 1991.
 MS0616
 MS0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0616.GEOID18 height accuracy estimate available here.
 MS0616
 MS0616.Click photographs - Photos may exist for this station.
 MS0616
 MS0616.The dynamic height is computed by dividing the NAVD 88
 MS0616.geopotential number by the normal gravity value computed on the
 MS0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0616.degrees latitude (g = 980.6199 gals.).
 MS0616
 MS0616.The modeled gravity was interpolated from observed gravity values.
 MS0616
 MS0616;                    North         East    Units  Estimated Accuracy
 MS0616;SPC UT N     - 1,159,900.      365,870.      MT  (+/- 180 meters Scaled)
 MS0616
 MS0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM243255(NAD 83)
 MS0616
 MS0616                          SUPERSEDED SURVEY CONTROL
 MS0616
 MS0616.No superseded survey control is available for this station.
 MS0616
 MS0616_MARKER: I = METAL ROD
 MS0616_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0616_STAMPING: F 377 1984
 MS0616_MARK LOGO: NGS
 MS0616_PROJECTION: FLUSH
 MS0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0616_ROD/PIPE-DEPTH: 9.7 meters
 MS0616
 MS0616  HISTORY     - Date     Condition        Report By
 MS0616  HISTORY     - 1984     MONUMENTED       NGS
 MS0616
 MS0616                          STATION DESCRIPTION
 MS0616
 MS0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0616'23.9 KM (14.8 MI) SE FROM PARK VALLEY.
 MS0616'14.83 KM (9.22 MI) EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE IN
 MS0616'PARK VALLEY, THENCE 9.04 KM (5.62 MI) SOUTH ALONG A DIRT ROAD, 0.52 KM
 MS0616'(0.32 MI) SOUTH OF AN UNDERGROUND CABLE CROSSING THE ROAD, 11.0 METERS
 MS0616'(36 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 19.8 METERS (65 FT) SOUTH
 MS0616'ALONG THE FENCE FROM THE SOUTH CORNER OF A CATTLE GUARD AND 1.0 METER
 MS0616'(3.3 FT) EAST OF THE FENCE.
 MS0616'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 MS0616'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0425 ***********************************************************************
 JO0425  DESIGNATION -  F 378 B CO
 JO0425  PID         -  JO0425
 JO0425  STATE/COUNTY-  UT/BEAVER
 JO0425  COUNTRY     -  US
 JO0425  USGS QUAD   -  HALFWAY SUMMIT (2017)
 JO0425
 JO0425                         *CURRENT SURVEY CONTROL
 JO0425  ______________________________________________________________________
 JO0425* NAD 83(1986) POSITION- 38 34 20.     (N) 113 47 27.     (W)   SCALED
 JO0425* NAVD 88 ORTHO HEIGHT -  1690.663 (meters)     5546.78  (feet) ADJUSTED
 JO0425  ______________________________________________________________________
 JO0425  GEOID HEIGHT    -        -21.178 (meters)                     GEOID18
 JO0425  DYNAMIC HEIGHT  -       1688.862 (meters)     5540.87  (feet) COMP
 JO0425  MODELED GRAVITY -    979,503.5   (mgal)                       NAVD 88
 JO0425
 JO0425  VERT ORDER      -  FIRST     CLASS II
 JO0425
 JO0425.The horizontal coordinates were scaled from a map and have
 JO0425.an estimated accuracy of +/- 6 seconds.
 JO0425
 JO0425.The orthometric height was determined by differential leveling and
 JO0425.adjusted by the NATIONAL GEODETIC SURVEY
 JO0425.in June 1991.
 JO0425
 JO0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0425.GEOID18 height accuracy estimate available here.
 JO0425
 JO0425.Click photographs - Photos may exist for this station.
 JO0425
 JO0425.The dynamic height is computed by dividing the NAVD 88
 JO0425.geopotential number by the normal gravity value computed on the
 JO0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0425.degrees latitude (g = 980.6199 gals.).
 JO0425
 JO0425.The modeled gravity was interpolated from observed gravity values.
 JO0425
 JO0425;                    North         East    Units  Estimated Accuracy
 JO0425;SPC UT S     - 3,213,940.      300,380.      MT  (+/- 180 meters Scaled)
 JO0425
 JO0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH568730(NAD 83)
 JO0425
 JO0425                          SUPERSEDED SURVEY CONTROL
 JO0425
 JO0425.No superseded survey control is available for this station.
 JO0425
 JO0425_MARKER: I = METAL ROD
 JO0425_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0425_STAMPING: F 378 1984
 JO0425_MARK LOGO: NGS
 JO0425_PROJECTION: FLUSH
 JO0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0425_ROD/PIPE-DEPTH: 7.3 meters
 JO0425
 JO0425  HISTORY     - Date     Condition        Report By
 JO0425  HISTORY     - 1984     MONUMENTED       NGS
 JO0425
 JO0425                          STATION DESCRIPTION
 JO0425
 JO0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0425'47.3 KM (29.6 MI) SE FROM GARRISON.
 JO0425'47.35 KM (29.6 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0425'OFFICE AT GARRISON, 0.4 KM (0.25 MI) SOUTHEAST OF THE MILLARD-BEAVER
 JO0425'COUNTY LINE, IN THE SOUTH CORNER OF THE T JUNCTION OF A TRACK ROAD
 JO0425'LEADING SOUTHWEST, 32.9 METERS (108 FT) SOUTHWEST OF THE HIGHWAY
 JO0425'CENTERLINE, 33.4 METERS (109.5 FT) SOUTH OF THE SOUTHWEST END OF A
 JO0425'24-INCH CORRUGATED METAL PIPE CULVERT AND 11.7 METERS (38.5 FT)
 JO0425'SOUTHEAST OF THE CENTER OF A TRACK ROAD.
 JO0425'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 JO0425'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0640 ***********************************************************************
 MS0640  DESIGNATION -  F 378 BE CO
 MS0640  PID         -  MS0640
 MS0640  STATE/COUNTY-  UT/BOX ELDER
 MS0640  COUNTRY     -  US
 MS0640  USGS QUAD   -  ROSETTE (2017)
 MS0640
 MS0640                         *CURRENT SURVEY CONTROL
 MS0640  ______________________________________________________________________
 MS0640* NAD 83(1986) POSITION- 41 47 54.     (N) 113 27 42.     (W)   SCALED
 MS0640* NAVD 88 ORTHO HEIGHT -  1646.678 (meters)     5402.48  (feet) ADJUSTED
 MS0640  ______________________________________________________________________
 MS0640  GEOID HEIGHT    -        -15.126 (meters)                     GEOID18
 MS0640  DYNAMIC HEIGHT  -       1645.478 (meters)     5398.54  (feet) COMP
 MS0640  MODELED GRAVITY -    979,835.1   (mgal)                       NAVD 88
 MS0640
 MS0640  VERT ORDER      -  FIRST     CLASS II
 MS0640
 MS0640.The horizontal coordinates were scaled from a map and have
 MS0640.an estimated accuracy of +/- 6 seconds.
 MS0640
 MS0640.The orthometric height was determined by differential leveling and
 MS0640.adjusted by the NATIONAL GEODETIC SURVEY
 MS0640.in June 1991.
 MS0640
 MS0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0640.GEOID18 height accuracy estimate available here.
 MS0640
 MS0640.Click photographs - Photos may exist for this station.
 MS0640
 MS0640.The dynamic height is computed by dividing the NAVD 88
 MS0640.geopotential number by the normal gravity value computed on the
 MS0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0640.degrees latitude (g = 980.6199 gals.).
 MS0640
 MS0640.The modeled gravity was interpolated from observed gravity values.
 MS0640
 MS0640;                    North         East    Units  Estimated Accuracy
 MS0640;SPC UT N     - 1,164,530.      336,980.      MT  (+/- 180 meters Scaled)
 MS0640
 MS0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM954303(NAD 83)
 MS0640
 MS0640                          SUPERSEDED SURVEY CONTROL
 MS0640
 MS0640.No superseded survey control is available for this station.
 MS0640
 MS0640_MARKER: I = METAL ROD
 MS0640_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0640+WITH SETTING: INFORMATION.
 MS0640_STAMPING: F 378 1984
 MS0640_MARK LOGO: NGS
 MS0640_PROJECTION: FLUSH
 MS0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0640_ROD/PIPE-DEPTH: 2.7 meters
 MS0640
 MS0640  HISTORY     - Date     Condition        Report By
 MS0640  HISTORY     - 1984     MONUMENTED       NGS
 MS0640
 MS0640                          STATION DESCRIPTION
 MS0640
 MS0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0640'13.0 KM (8.1 MI) WEST FROM PARK VALLEY.
 MS0640'13.02 KM (8.09 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MS0640'PARK VALLEY, AT THE SOUTHWEST END OF AN OLD FENCE LINE, AT THE CREST
 MS0640'OF A SLIGHT GRADE, 0.54 KM (0.34 MI) SOUTHWEST OF MILEPOST 48,
 MS0640'25.3 METERS (83 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 25.6 METERS
 MS0640'(84 FT) NORTHEAST OF SECTION LINE MARKER T12NR14W, 65.2 METERS
 MS0640'(214 FT) WEST OF THE NORTHWEST END OF A 24-INCH CORRUGATED METAL PIPE
 MS0640'CULVERT AND 0.9 METER (3 FT) SOUTHEAST OF A FENCE.
 MS0640'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 MS0640'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0470 ***********************************************************************
 LN0470  DESIGNATION -  F 379
 LN0470  PID         -  LN0470
 LN0470  STATE/COUNTY-  UT/DAGGETT
 LN0470  COUNTRY     -  US
 LN0470  USGS QUAD   -  MOUNT LENA (2017)
 LN0470
 LN0470                         *CURRENT SURVEY CONTROL
 LN0470  ______________________________________________________________________
 LN0470* NAD 83(1986) POSITION- 40 46 05.     (N) 109 28 13.     (W)   SCALED
 LN0470* NAVD 88 ORTHO HEIGHT -  2513.771 (meters)     8247.26  (feet) ADJUSTED
 LN0470  ______________________________________________________________________
 LN0470  GEOID HEIGHT    -        -13.856 (meters)                     GEOID18
 LN0470  DYNAMIC HEIGHT  -       2511.256 (meters)     8239.01  (feet) COMP
 LN0470  MODELED GRAVITY -    979,532.4   (mgal)                       NAVD 88
 LN0470
 LN0470  VERT ORDER      -  FIRST     CLASS II
 LN0470
 LN0470.The horizontal coordinates were scaled from a map and have
 LN0470.an estimated accuracy of +/- 6 seconds.
 LN0470
 LN0470.The orthometric height was determined by differential leveling and
 LN0470.adjusted by the NATIONAL GEODETIC SURVEY
 LN0470.in June 1991.
 LN0470
 LN0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0470.GEOID18 height accuracy estimate available here.
 LN0470
 LN0470.Click photographs - Photos may exist for this station.
 LN0470
 LN0470.The dynamic height is computed by dividing the NAVD 88
 LN0470.geopotential number by the normal gravity value computed on the
 LN0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0470.degrees latitude (g = 980.6199 gals.).
 LN0470
 LN0470.The modeled gravity was interpolated from observed gravity values.
 LN0470
 LN0470;                    North         East    Units  Estimated Accuracy
 LN0470;SPC UT N     - 1,050,280.      671,350.      MT  (+/- 180 meters Scaled)
 LN0470
 LN0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL291141(NAD 83)
 LN0470
 LN0470                          SUPERSEDED SURVEY CONTROL
 LN0470
 LN0470.No superseded survey control is available for this station.
 LN0470
 LN0470_MARKER: I = METAL ROD
 LN0470_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0470+WITH SETTING: INFORMATION.
 LN0470_STAMPING: F 379 1984
 LN0470_MARK LOGO: NGS
 LN0470_PROJECTION: FLUSH
 LN0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0470_ROD/PIPE-DEPTH: 0.9 meters
 LN0470
 LN0470  HISTORY     - Date     Condition        Report By
 LN0470  HISTORY     - 1984     MONUMENTED       NGS
 LN0470
 LN0470                          STATION DESCRIPTION
 LN0470
 LN0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0470'43.6 KM (27.1 MI) NORTH FROM VERNAL.
 LN0470'43.6 KM (27.1 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0470'WITH U.S. HIGHWAY 40 IN VERNAL, 0.1 KM (0.05 MI) SOUTH OF A DIRT ROAD
 LN0470'LEADING SOUTHWEST, 95.5 M (313.3 FT) NORTH OF MILEPOST 228, 9.9 M
 LN0470'(32.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.2 M (3.9 FT)
 LN0470'SOUTH OF A 24-INCH FORKED PINE TREE.  NOTE=REFUSAL WAS REACHED AT 3.0
 LN0470'FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LN0470'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LN0470'THE MARK IS 0.1 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0457 ***********************************************************************
 HM0457  DESIGNATION -  F 379
 HM0457  PID         -  HM0457
 HM0457  STATE/COUNTY-  UT/SAN JUAN
 HM0457  COUNTRY     -  US
 HM0457  USGS QUAD   -  WICKIUP CANYON (2017)
 HM0457
 HM0457                         *CURRENT SURVEY CONTROL
 HM0457  ______________________________________________________________________
 HM0457* NAD 83(1986) POSITION- 37 19 47.     (N) 109 06 42.     (W)   SCALED
 HM0457* NAVD 88 ORTHO HEIGHT -  1556.095 (meters)     5105.29  (feet) ADJUSTED
 HM0457  ______________________________________________________________________
 HM0457  GEOID HEIGHT    -        -20.534 (meters)                     GEOID18
 HM0457  DYNAMIC HEIGHT  -       1554.307 (meters)     5099.42  (feet) COMP
 HM0457  MODELED GRAVITY -    979,427.4   (mgal)                       NAVD 88
 HM0457
 HM0457  VERT ORDER      -  FIRST     CLASS II
 HM0457
 HM0457.The horizontal coordinates were scaled from a map and have
 HM0457.an estimated accuracy of +/- 6 seconds.
 HM0457
 HM0457.The orthometric height was determined by differential leveling and
 HM0457.adjusted by the NATIONAL GEODETIC SURVEY
 HM0457.in June 1991.
 HM0457
 HM0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0457.GEOID18 height accuracy estimate available here.
 HM0457
 HM0457.Click photographs - Photos may exist for this station.
 HM0457
 HM0457.The dynamic height is computed by dividing the NAVD 88
 HM0457.geopotential number by the normal gravity value computed on the
 HM0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0457.degrees latitude (g = 980.6199 gals.).
 HM0457
 HM0457.The modeled gravity was interpolated from observed gravity values.
 HM0457
 HM0457;                    North         East    Units  Estimated Accuracy
 HM0457;SPC UT S     - 3,076,290.      711,640.      MT  (+/- 180 meters Scaled)
 HM0457
 HM0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG672331(NAD 83)
 HM0457
 HM0457                          SUPERSEDED SURVEY CONTROL
 HM0457
 HM0457.No superseded survey control is available for this station.
 HM0457
 HM0457_MARKER: DV = VERTICAL CONTROL DISK
 HM0457_SETTING: 66 = SET IN ROCK OUTCROP
 HM0457_STAMPING: F 379 1984
 HM0457_MARK LOGO: NGS
 HM0457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0457+STABILITY: POSITION/ELEVATION WELL
 HM0457
 HM0457  HISTORY     - Date     Condition        Report By
 HM0457  HISTORY     - 1984     MONUMENTED       NGS
 HM0457
 HM0457                          STATION DESCRIPTION
 HM0457
 HM0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0457'56.6 KM (35.2 MI) WEST FROM CORTEZ CO.
 HM0457'4.1 KM (2.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 160 FROM ITS WEST
 HM0457'JUNCTION WITH U.S. HIGHWAY 666 IN CORTEZ, THENCE 47.7 KM (29.65 MI)
 HM0457'WESTERLY ALONG A PAVED ROAD, NEAR THE CENTER OF A 5- BY 120-FOOT
 HM0457'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 26.3 METERS (86.3 FT)
 HM0457'NORTHWEST OF THE CENTER OF THE ROAD, AND 23.0 METERS (75.5 FT)
 HM0457'SOUTHWEST OF THE NORTHEAST END OF THE CUT.
 HM0457'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 HM0457'THE MARK IS 1.0 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0103 ***********************************************************************
 JO0103  DESIGNATION -  F 38
 JO0103  PID         -  JO0103
 JO0103  STATE/COUNTY-  UT/GARFIELD
 JO0103  COUNTRY     -  US
 JO0103  USGS QUAD   -  BULL RUSH PEAK (2017)
 JO0103
 JO0103                         *CURRENT SURVEY CONTROL
 JO0103  ______________________________________________________________________
 JO0103* NAD 83(1986) POSITION- 38 05 05.     (N) 112 20 29.     (W)   SCALED
 JO0103* NAVD 88 ORTHO HEIGHT -  1916.424 (meters)     6287.47  (feet) ADJUSTED
 JO0103  ______________________________________________________________________
 JO0103  GEOID HEIGHT    -        -19.526 (meters)                     GEOID18
 JO0103  DYNAMIC HEIGHT  -       1914.169 (meters)     6280.07  (feet) COMP
 JO0103  MODELED GRAVITY -    979,384.9   (mgal)                       NAVD 88
 JO0103
 JO0103  VERT ORDER      -  SECOND    CLASS 0
 JO0103
 JO0103.The horizontal coordinates were scaled from a map and have
 JO0103.an estimated accuracy of +/- 6 seconds.
 JO0103
 JO0103.The orthometric height was determined by differential leveling and
 JO0103.adjusted by the NATIONAL GEODETIC SURVEY
 JO0103.in June 1991.
 JO0103
 JO0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0103.GEOID18 height accuracy estimate available here.
 JO0103
 JO0103.Click photographs - Photos may exist for this station.
 JO0103
 JO0103.The dynamic height is computed by dividing the NAVD 88
 JO0103.geopotential number by the normal gravity value computed on the
 JO0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0103.degrees latitude (g = 980.6199 gals.).
 JO0103
 JO0103.The modeled gravity was interpolated from observed gravity values.
 JO0103
 JO0103;                    North         East    Units  Estimated Accuracy
 JO0103;SPC UT S     - 3,157,720.      426,190.      MT  (+/- 180 meters Scaled)
 JO0103
 JO0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH823160(NAD 83)
 JO0103
 JO0103                          SUPERSEDED SURVEY CONTROL
 JO0103
 JO0103  NGVD 29 (??/??/92) 1915.184  (m)         6283.40   (f) ADJ UNCH    2 0
 JO0103
 JO0103.Superseded values are not recommended for survey control.
 JO0103
 JO0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0103.See file dsdata.pdf to determine how the superseded data were derived.
 JO0103
 JO0103_MARKER: DB = BENCH MARK DISK
 JO0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0103_STAMPING: F 38 1934
 JO0103_MARK LOGO: CGS
 JO0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0103+STABILITY: SURFACE MOTION
 JO0103
 JO0103  HISTORY     - Date     Condition        Report By
 JO0103  HISTORY     - 1934     MONUMENTED       CGS
 JO0103  HISTORY     - 1966     GOOD             USGS
 JO0103
 JO0103                          STATION DESCRIPTION
 JO0103
 JO0103'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 JO0103'15.0 MI S FROM JUNCTION.
 JO0103'JUNCTION, 14.3 MI. SOUTH OF COURTHOUSE ALONG U.S. HWY. 89, 19.2 MI.
 JO0103'NORTH ALONG U.S. HWY. 89 FROM THE COURTHOUSE IN PANGUITCH, 390 FT.
 JO0103'WEST OF THE CENTERLINE OF THE NEW HIGHWAY, AT THE SOUTH END OF AN
 JO0103'S-CURVE ON THE OLD (ABANDONED) HIGHWAY, 40 FT. WEST OF THE CENTERLINE
 JO0103'OF THE OLD HIGHWAY, 32 FT. NORTH OF POLE 1955, AND SET IN THE TOP OF A
 JO0103'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0590 ***********************************************************************
 MS0590  DESIGNATION -  F 380
 MS0590  PID         -  MS0590
 MS0590  STATE/COUNTY-  UT/BOX ELDER
 MS0590  COUNTRY     -  US
 MS0590  USGS QUAD   -  SUNSET PASS (2017)
 MS0590
 MS0590                         *CURRENT SURVEY CONTROL
 MS0590  ______________________________________________________________________
 MS0590* NAD 83(1986) POSITION- 41 38 14.2    (N) 112 37 15.2    (W)   HD_HELD2
 MS0590* NAVD 88 ORTHO HEIGHT -  1550.644 (meters)     5087.40  (feet) ADJUSTED
 MS0590  ______________________________________________________________________
 MS0590  GEOID HEIGHT    -        -15.678 (meters)                     GEOID18
 MS0590  DYNAMIC HEIGHT  -       1549.545 (meters)     5083.80  (feet) COMP
 MS0590  MODELED GRAVITY -    979,858.9   (mgal)                       NAVD 88
 MS0590
 MS0590  VERT ORDER      -  FIRST     CLASS II
 MS0590
 MS0590.The horizontal coordinates were established by autonomous hand held GPS
 MS0590.observations and have an estimated accuracy of +/- 10 meters.
 MS0590
 MS0590.The orthometric height was determined by differential leveling and
 MS0590.adjusted by the NATIONAL GEODETIC SURVEY
 MS0590.in June 1991.
 MS0590
 MS0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0590.GEOID18 height accuracy estimate available here.
 MS0590
 MS0590.Click photographs - Photos may exist for this station.
 MS0590
 MS0590.The dynamic height is computed by dividing the NAVD 88
 MS0590.geopotential number by the normal gravity value computed on the
 MS0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0590.degrees latitude (g = 980.6199 gals.).
 MS0590
 MS0590.The modeled gravity was interpolated from observed gravity values.
 MS0590
 MS0590;                    North         East    Units  Estimated Accuracy
 MS0590;SPC UT N     - 1,145,408.      406,612.      MT  (+/- 10 meters HH2 GPS)
 MS0590
 MS0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM6500010773(NAD 83)
 MS0590
 MS0590                          SUPERSEDED SURVEY CONTROL
 MS0590
 MS0590.No superseded survey control is available for this station.
 MS0590
 MS0590_MARKER: I = METAL ROD
 MS0590_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0590_STAMPING: F 380 1984
 MS0590_MARK LOGO: NGS
 MS0590_PROJECTION: FLUSH
 MS0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0590_ROD/PIPE-DEPTH: 3.0 meters
 MS0590
 MS0590  HISTORY     - Date     Condition        Report By
 MS0590  HISTORY     - 1984     MONUMENTED       NGS
 MS0590
 MS0590                          STATION DESCRIPTION
 MS0590
 MS0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0590'8.2 KM (5.1 MI) NW FROM PROMONTORY.
 MS0590'1.58 KM (0.98 MI) NORTH ALONG A PAVED ROAD FROM THE GOLDEN SPIKE
 MS0590'MONUMENT IN PROMONTORY, THENCE 6.60 KM (4.10 MI) WEST ALONG A GRAVEL
 MS0590'ROAD, 0.47 KM (0.29 MI) EAST OF THE JUNCTION OF A FARM ROAD,
 MS0590'10.0 METERS (33 FT) SOUTH OF THE CENTER OF THE ROAD, 11.6 METERS
 MS0590'(38 FT) EAST OF A POWER POLE, 0.5 METER (1.5 FT) NORTH OF THE FENCE
 MS0590'AND 8.8 METERS (29 FT) WEST OF THE WEST POST FOR A WOOD BRACE IN THE
 MS0590'SOUTH RIGHT OF WAY FENCE.
 MS0590'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 MS0590'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0671 ***********************************************************************
 MS0671  FBN         -  This is a Federal Base Network Control Station.
 MS0671  DESIGNATION -  F 381
 MS0671  PID         -  MS0671
 MS0671  STATE/COUNTY-  UT/BOX ELDER
 MS0671  COUNTRY     -  US
 MS0671  USGS QUAD   -  LUCIN NE (2017)
 MS0671
 MS0671                         *CURRENT SURVEY CONTROL
 MS0671  ______________________________________________________________________
 MS0671* NAD 83(2011) POSITION- 41 25 46.78676(N) 113 48 32.77219(W)   ADJUSTED
 MS0671* NAD 83(2011) ELLIP HT-  1393.897 (meters)        (06/27/12)   ADJUSTED
 MS0671* NAD 83(2011) EPOCH   -  2010.00
 MS0671* NAVD 88 ORTHO HEIGHT -  1410.492 (meters)     4627.59  (feet) ADJUSTED
 MS0671  ______________________________________________________________________
 MS0671  GEOID HEIGHT    -        -16.596 (meters)                     GEOID18
 MS0671  NAD 83(2011) X  - -1,933,757.344 (meters)                     COMP
 MS0671  NAD 83(2011) Y  - -4,382,528.820 (meters)                     COMP
 MS0671  NAD 83(2011) Z  -  4,199,240.708 (meters)                     COMP
 MS0671  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 MS0671  DYNAMIC HEIGHT  -       1409.470 (meters)     4624.24  (feet) COMP
 MS0671  MODELED GRAVITY -    979,849.7   (mgal)                       NAVD 88
 MS0671
 MS0671  VERT ORDER      -  FIRST     CLASS II
 MS0671
 MS0671  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MS0671  Standards:
 MS0671         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MS0671            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MS0671  -------------------------------------------------------------------
 MS0671  NETWORK    0.63   1.18           0.28   0.23   0.60     -0.18747745
 MS0671  -------------------------------------------------------------------
 MS0671  Click here for local accuracies and other accuracy information.
 MS0671
 MS0671.The horizontal coordinates were established by GPS observations
 MS0671.and adjusted by the National Geodetic Survey in June 2012.
 MS0671
 MS0671.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MS0671.been affixed to the stable North American tectonic plate. See 
 MS0671.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MS0671
 MS0671.The horizontal coordinates are valid at the epoch date displayed above
 MS0671.which is a decimal equivalence of Year/Month/Day.
 MS0671
 MS0671.The orthometric height was determined by differential leveling and
 MS0671.adjusted by the NATIONAL GEODETIC SURVEY
 MS0671.in June 1991.
 MS0671
 MS0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0671.GEOID18 height accuracy estimate available here.
 MS0671
 MS0671.Click photographs - Photos may exist for this station.
 MS0671
 MS0671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MS0671
 MS0671.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0671
 MS0671.The ellipsoidal height was determined by GPS observations
 MS0671.and is referenced to NAD 83.
 MS0671
 MS0671.The dynamic height is computed by dividing the NAVD 88
 MS0671.geopotential number by the normal gravity value computed on the
 MS0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0671.degrees latitude (g = 980.6199 gals.).
 MS0671
 MS0671.The modeled gravity was interpolated from observed gravity values.
 MS0671
 MS0671. The following values were computed from the NAD 83(2011) position.
 MS0671
 MS0671;                    North         East     Units Scale Factor Converg.
 MS0671;SPC UT N     - 1,124,312.460   307,020.352   MT  0.99996170   -1 31 21.1
 MS0671;SPC UT N     - 3,688,681.80  1,007,282.60   sFT  0.99996170   -1 31 21.1
 MS0671;UTM  12      - 4,590,264.543   265,279.086   MT  1.00027807   -1 51 34.7
 MS0671
 MS0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0671!SPC UT N     -   0.99978141  x   0.99996170  =   0.99974312
 MS0671!UTM  12      -   0.99978141  x   1.00027807  =   1.00005942
 MS0671
 MS0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL6527990264(NAD 83)
 MS0671
 MS0671                          SUPERSEDED SURVEY CONTROL
 MS0671
 MS0671  NAD 83(2007)-  41 25 46.78654(N)    113 48 32.77239(W) AD(2002.00) 0
 MS0671  ELLIP H (02/10/07) 1393.908  (m)                       GP(2002.00)    
 MS0671  NAD 83(1994)-  41 25 46.78600(N)    113 48 32.77176(W) AD(       ) A
 MS0671  ELLIP H (06/28/00) 1393.925  (m)                       GP(       ) 4 1
 MS0671  NAD 83(1994)-  41 25 46.78551(N)    113 48 32.76972(W) AD(       ) B
 MS0671  ELLIP H (04/21/95) 1394.033  (m)                       GP(       ) 4 1
 MS0671  NAVD 88            1410.49   (m)         4627.6    (f) LEVELING    3  
 MS0671
 MS0671.Superseded values are not recommended for survey control.
 MS0671
 MS0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0671.See file dsdata.pdf to determine how the superseded data were derived.
 MS0671
 MS0671_MARKER: I = METAL ROD
 MS0671_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0671_STAMPING: F 381 1984
 MS0671_MARK LOGO: NGS
 MS0671_PROJECTION: FLUSH
 MS0671_MAGNETIC: N = NO MAGNETIC MATERIAL
 MS0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0671+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1999
 MS0671_ROD/PIPE-DEPTH: 2.7 meters
 MS0671
 MS0671  HISTORY     - Date     Condition        Report By
 MS0671  HISTORY     - 1984     MONUMENTED       NGS
 MS0671  HISTORY     - 19930930 GOOD             NGS
 MS0671  HISTORY     - 19990216 GOOD             NGS
 MS0671  HISTORY     - 19990715 GOOD             NGS
 MS0671
 MS0671                          STATION DESCRIPTION
 MS0671
 MS0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0671'68.8 KM (42.8 MI) SW FROM PARK VALLEY.
 MS0671'68.78 KM (42.75 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0671'AT PARK VALLEY, NEAR A CATTLE GUARD AND IN LINE WITH A ROW OF POWER
 MS0671'POLES, 0.13 KM (0.08 MI) WEST OF MILEPOST 13, 31.1 METERS (102 FT)
 MS0671'SOUTH OF THE HIGHWAY CENTERLINE, 37.8 METERS (124 FT) SOUTHEAST OF THE
 MS0671'SOUTHEAST CORNER OF THE CATTLE GUARD, 32.0 METERS (105 FT) EAST OF A
 MS0671'NORTH-SOUTH FENCE AND 8.2 METERS (27 FT) WEST OF A POWER POLE.
 MS0671'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 MS0671'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 MS0671
 MS0671                          STATION RECOVERY (1993)
 MS0671
 MS0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 MS0671'STATION IS LOCATED ABOUT 104 KM (64.60 MI) SOUTHWEST OF SNOWVILLE, 13
 MS0671'KM (8.05 MI) NORTHEAST OF LUCIN, 16 KM (9.95 MI) EAST OF THE
 MS0671'UTAH-NEVADA STATE LINE, ALONG STATE HIGHWAY 30, AT MILE 12.9, NEAR A
 MS0671'CATTLE GUARD IN THE HIGHWAY, IN A FLAT AREA, ON THE WEST EDGE OF
 MS0671'SECTION 9, T 8 N, R 17 W.  OWNERSHIP--UNKNOWN. TO REACH FROM THE
 MS0671'OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 84 AND STATE HIGHWAY 30
 MS0671'(EXIT 5), ABOUT 5 KM (3.10 MI) WEST OF SNOWVILLE, GO WEST ON HIGHWAY
 MS0671'30 FOR 25.34 KM (15.75 MI) TO ITS JUNCTION WITH STATE HIGHWAY 42.
 MS0671'TURN LEFT, SOUTHWEST, ON HIGHWAY 30 FOR 80.61 KM (50.10 MI) TO A DIRT
 MS0671'ROAD LEFT LEADING TO WATERCRESS AND TERRACE.  CONTINUE AHEAD FOR 18.92
 MS0671'KM (11.75 MI) TO A CATTLE GUARD AND STATION ON THE LEFT.  THIS POINT
 MS0671'IS 6.79 KM (4.20 MI) BEFORE REACHING THE CROSSROAD AT GROUSE CREEK
 MS0671'JUNCTION. STATION MARK IS A STEEL ROD ENCASED IN A PVC PIPE WITH LOGO
 MS0671'CAP SET IN A CONCRETE POST PROJECTING 1 CM ABOVE GROUND.  IT IS 30.7 M
 MS0671'(100.7 FT) SOUTH OF, AND 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY CENTER,
 MS0671'37.1 M (121.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE CATTLE
 MS0671'GUARD, 8.0 M (26.2 FT) WEST OF A POWERLINE POLE, 31.6 M (103.7 FT)
 MS0671'EAST OF A SECTION LINE FENCE, 0.5 M (1.6 FT) EAST OF A FIBERGLASS
 MS0671'WITNESS POST, AND IN LINE WITH THE UTILITY POLES. DESCRIBED BY
 MS0671'G.R.HEID
 MS0671
 MS0671                          STATION RECOVERY (1999)
 MS0671
 MS0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 MS0671'RECOVERED AS DESCRIBED.
 MS0671
 MS0671                          STATION RECOVERY (1999)
 MS0671
 MS0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 MS0671'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0494 ***********************************************************************
 LN0494  DESIGNATION -  F 383
 LN0494  PID         -  LN0494
 LN0494  STATE/COUNTY-  UT/UINTAH
 LN0494  COUNTRY     -  US
 LN0494  USGS QUAD   -  DONKEY FLAT (2017)
 LN0494
 LN0494                         *CURRENT SURVEY CONTROL
 LN0494  ______________________________________________________________________
 LN0494* NAD 83(1986) POSITION- 40 36 34.     (N) 109 28 13.     (W)   SCALED
 LN0494* NAVD 88 ORTHO HEIGHT -  1832.985 (meters)     6013.72  (feet) ADJUSTED
 LN0494  ______________________________________________________________________
 LN0494  GEOID HEIGHT    -        -15.261 (meters)                     GEOID18
 LN0494  DYNAMIC HEIGHT  -       1831.296 (meters)     6008.18  (feet) COMP
 LN0494  MODELED GRAVITY -    979,638.8   (mgal)                       NAVD 88
 LN0494
 LN0494  VERT ORDER      -  FIRST     CLASS II
 LN0494
 LN0494.The horizontal coordinates were scaled from a map and have
 LN0494.an estimated accuracy of +/- 6 seconds.
 LN0494
 LN0494.The orthometric height was determined by differential leveling and
 LN0494.adjusted by the NATIONAL GEODETIC SURVEY
 LN0494.in June 1991.
 LN0494
 LN0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0494.GEOID18 height accuracy estimate available here.
 LN0494
 LN0494.Click photographs - Photos may exist for this station.
 LN0494
 LN0494.The dynamic height is computed by dividing the NAVD 88
 LN0494.geopotential number by the normal gravity value computed on the
 LN0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0494.degrees latitude (g = 980.6199 gals.).
 LN0494
 LN0494.The modeled gravity was interpolated from observed gravity values.
 LN0494
 LN0494;                    North         East    Units  Estimated Accuracy
 LN0494;SPC UT C     - 2,254,650.      671,760.      MT  (+/- 180 meters Scaled)
 LN0494
 LN0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK294965(NAD 83)
 LN0494
 LN0494                          SUPERSEDED SURVEY CONTROL
 LN0494
 LN0494.No superseded survey control is available for this station.
 LN0494
 LN0494_MARKER: I = METAL ROD
 LN0494_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0494_STAMPING: F 383 1984
 LN0494_MARK LOGO: NGS
 LN0494_PROJECTION: FLUSH
 LN0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0494_ROD/PIPE-DEPTH: 3.7 meters
 LN0494
 LN0494  HISTORY     - Date     Condition        Report By
 LN0494  HISTORY     - 1984     MONUMENTED       NGS
 LN0494
 LN0494                          STATION DESCRIPTION
 LN0494
 LN0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0494'20.0 KM (12.4 MI) NORTH FROM VERNAL.
 LN0494'20.0 KM (12.4 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0494'WITH U.S. HIGHWAY 40 IN VERNAL, 0.4 KM (0.25 MI) NORTH OF MILEPOST
 LN0494'213, 0.2 KM (0.1 MI) EAST OF A CATTLE GUARD, ON TOP OF THE WEST END OF
 LN0494'A SMALL HIGHWAY CUT, 23.6 M (77.4 FT) NORTH OF THE CENTERLINE OF THE
 LN0494'HIGHWAY AND INLINE WITH THE CENTER OF A TRACK ROAD LEADING SOUTH, AND
 LN0494'7.7 M (25.3 FT) WEST OF THE CENTER OF A GATE.  NOTE=ACCESS TO THE
 LN0494'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LN0494'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 LN0494'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0428 ***********************************************************************
 LN0428  DESIGNATION -  F 385
 LN0428  PID         -  LN0428
 LN0428  STATE/COUNTY-  UT/DAGGETT
 LN0428  COUNTRY     -  US
 LN0428  USGS QUAD   -  MANILA (2017)
 LN0428
 LN0428                         *CURRENT SURVEY CONTROL
 LN0428  ______________________________________________________________________
 LN0428* NAD 83(1986) POSITION- 40 56 01.     (N) 109 42 59.     (W)   SCALED
 LN0428* NAVD 88 ORTHO HEIGHT -  1959.781 (meters)     6429.71  (feet) ADJUSTED
 LN0428  ______________________________________________________________________
 LN0428  GEOID HEIGHT    -        -13.690 (meters)                     GEOID18
 LN0428  DYNAMIC HEIGHT  -       1958.033 (meters)     6423.98  (feet) COMP
 LN0428  MODELED GRAVITY -    979,662.3   (mgal)                       NAVD 88
 LN0428
 LN0428  VERT ORDER      -  FIRST     CLASS II
 LN0428
 LN0428.The horizontal coordinates were scaled from a map and have
 LN0428.an estimated accuracy of +/- 6 seconds.
 LN0428
 LN0428.The orthometric height was determined by differential leveling and
 LN0428.adjusted by the NATIONAL GEODETIC SURVEY
 LN0428.in June 1991.
 LN0428
 LN0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0428.GEOID18 height accuracy estimate available here.
 LN0428
 LN0428.Click photographs - Photos may exist for this station.
 LN0428
 LN0428.The dynamic height is computed by dividing the NAVD 88
 LN0428.geopotential number by the normal gravity value computed on the
 LN0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0428.degrees latitude (g = 980.6199 gals.).
 LN0428
 LN0428.The modeled gravity was interpolated from observed gravity values.
 LN0428
 LN0428;                    North         East    Units  Estimated Accuracy
 LN0428;SPC UT N     - 1,068,200.      650,200.      MT  (+/- 180 meters Scaled)
 LN0428
 LN0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL080321(NAD 83)
 LN0428
 LN0428                          SUPERSEDED SURVEY CONTROL
 LN0428
 LN0428.No superseded survey control is available for this station.
 LN0428
 LN0428_MARKER: I = METAL ROD
 LN0428_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0428+WITH SETTING: INFORMATION.
 LN0428_STAMPING: F 385 1984
 LN0428_MARK LOGO: NGS
 LN0428_PROJECTION: FLUSH
 LN0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0428_ROD/PIPE-DEPTH: 1.9 meters
 LN0428
 LN0428  HISTORY     - Date     Condition        Report By
 LN0428  HISTORY     - 1984     MONUMENTED       NGS
 LN0428
 LN0428                          STATION DESCRIPTION
 LN0428
 LN0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0428'8.5 KM (5.3 MI) SOUTH FROM MANILA.
 LN0428'8.5 KM (5.3 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0428'WITH STATE HIGHWAY 43 IN MANILA, 0.6 KM (0.35 MI) SOUTH OF MILEPOST
 LN0428'23, 14.0 M (45.9 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, AND 0.5 M
 LN0428'(1.6 FT) WEST OF A WOODEN POST.  NOTE=REFUSAL WAS REACHED AT 6.0 FT.
 LN0428'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LN0428'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LN0428'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0448 ***********************************************************************
 LN0448  DESIGNATION -  F 386
 LN0448  PID         -  LN0448
 LN0448  STATE/COUNTY-  UT/DAGGETT
 LN0448  COUNTRY     -  US
 LN0448  USGS QUAD   -  ELK PARK (2017)
 LN0448
 LN0448                         *CURRENT SURVEY CONTROL
 LN0448  ______________________________________________________________________
 LN0448* NAD 83(1986) POSITION- 40 50 30.     (N) 109 39 35.     (W)   SCALED
 LN0448* NAVD 88 ORTHO HEIGHT -  2411.660 (meters)     7912.25  (feet) ADJUSTED
 LN0448  ______________________________________________________________________
 LN0448  GEOID HEIGHT    -        -13.362 (meters)                     GEOID18
 LN0448  DYNAMIC HEIGHT  -       2409.317 (meters)     7904.57  (feet) COMP
 LN0448  MODELED GRAVITY -    979,565.3   (mgal)                       NAVD 88
 LN0448
 LN0448  VERT ORDER      -  FIRST     CLASS II
 LN0448
 LN0448.The horizontal coordinates were scaled from a map and have
 LN0448.an estimated accuracy of +/- 6 seconds.
 LN0448
 LN0448.The orthometric height was determined by differential leveling and
 LN0448.adjusted by the NATIONAL GEODETIC SURVEY
 LN0448.in June 1991.
 LN0448
 LN0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0448.GEOID18 height accuracy estimate available here.
 LN0448
 LN0448.Click photographs - Photos may exist for this station.
 LN0448
 LN0448.The dynamic height is computed by dividing the NAVD 88
 LN0448.geopotential number by the normal gravity value computed on the
 LN0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0448.degrees latitude (g = 980.6199 gals.).
 LN0448
 LN0448.The modeled gravity was interpolated from observed gravity values.
 LN0448
 LN0448;                    North         East    Units  Estimated Accuracy
 LN0448;SPC UT N     - 1,058,090.      655,190.      MT  (+/- 180 meters Scaled)
 LN0448
 LN0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL129220(NAD 83)
 LN0448
 LN0448                          SUPERSEDED SURVEY CONTROL
 LN0448
 LN0448.No superseded survey control is available for this station.
 LN0448
 LN0448_MARKER: DV = VERTICAL CONTROL DISK
 LN0448_SETTING: 66 = SET IN ROCK OUTCROP
 LN0448_STAMPING: F 386 1984
 LN0448_MARK LOGO: NGS
 LN0448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0448+STABILITY: POSITION/ELEVATION WELL
 LN0448
 LN0448  HISTORY     - Date     Condition        Report By
 LN0448  HISTORY     - 1984     MONUMENTED       NGS
 LN0448
 LN0448                          STATION DESCRIPTION
 LN0448
 LN0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0448'28.4 KM (17.65 MI) SOUT FROM MANILA.
 LN0448'28.4 KM (17.65 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0448'WITH STATE HIGHWAY 43 IN MANILA, 0.4 KM (0.25 MI) SOUTHEAST OF A
 LN0448'GRAVEL ROAD LEADING SOUTHWEST TO LEONA SPRINGS TRAIL NO. 009, 0.2 KM
 LN0448'(0.1 MI) NORTHWEST OF MILEPOST 10, AND 19.7 M (64.6 FT)
 LN0448'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=THE DISK IS
 LN0448'SET IN A SOLID ROCK FORMATION 0.2 M (0.65 FT) BELOW THE GROUND SURFACE
 LN0448'AND ENCASED IN A 5-INCH PVC PIPE.  ACCESS TO THE DISK IS THROUGH A
 LN0448'5-INCH LOGO CAP.
 LN0448'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LN0448'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DE6275 ***********************************************************************
 DE6275  DESIGNATION -  F 388
 DE6275  PID         -  DE6275
 DE6275  STATE/COUNTY-  UT/DUCHESNE
 DE6275  COUNTRY     -  US
 DE6275  USGS QUAD   -  MYTON SW (2017)
 DE6275
 DE6275                         *CURRENT SURVEY CONTROL
 DE6275  ______________________________________________________________________
 DE6275* NAD 83(1986) POSITION- 40 03 10.     (N) 110 08 43.     (W)   SCALED
 DE6275* NAVD 88 ORTHO HEIGHT -  1788.690 (meters)     5868.39  (feet) ADJUSTED
 DE6275  ______________________________________________________________________
 DE6275  GEOID HEIGHT    -        -17.667 (meters)                     GEOID18
 DE6275  DYNAMIC HEIGHT  -       1786.937 (meters)     5862.64  (feet) COMP
 DE6275  MODELED GRAVITY -    979,583.3   (mgal)                       NAVD 88
 DE6275
 DE6275  VERT ORDER      -  SECOND    CLASS II
 DE6275
 DE6275.The horizontal coordinates were scaled from a map and have
 DE6275.an estimated accuracy of +/- 6 seconds.
 DE6275
 DE6275.The orthometric height was determined by differential leveling and
 DE6275.adjusted by the NATIONAL GEODETIC SURVEY
 DE6275.in August 2002.
 DE6275
 DE6275.No vertical observational check was made to the station.
 DE6275
 DE6275.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6275.GEOID18 height accuracy estimate available here.
 DE6275
 DE6275.Click photographs - Photos may exist for this station.
 DE6275
 DE6275.The dynamic height is computed by dividing the NAVD 88
 DE6275.geopotential number by the normal gravity value computed on the
 DE6275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6275.degrees latitude (g = 980.6199 gals.).
 DE6275
 DE6275.The modeled gravity was interpolated from observed gravity values.
 DE6275
 DE6275;                    North         East    Units  Estimated Accuracy
 DE6275;SPC UT C     - 2,191,770.      615,580.      MT  (+/- 180 meters Scaled)
 DE6275
 DE6275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK729339(NAD 83)
 DE6275
 DE6275                          SUPERSEDED SURVEY CONTROL
 DE6275
 DE6275.No superseded survey control is available for this station.
 DE6275
 DE6275_MARKER: DV = VERTICAL CONTROL DISK
 DE6275_SETTING: 66 = SET IN ROCK OUTCROP
 DE6275_STAMPING: F 388 2002
 DE6275_MARK LOGO: NGS
 DE6275_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6275+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2002
 DE6275
 DE6275  HISTORY     - Date     Condition        Report By
 DE6275  HISTORY     - 20020425 MONUMENTED       NGS
 DE6275
 DE6275                          STATION DESCRIPTION
 DE6275
 DE6275'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 DE6275'2.2 KM (1.4 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 40 FROM THE JUNCTION
 DE6275'OF MAIN STREET IN MYTON, THENCE 4.4 KM (2.7 MI) SOUTHERLY ALONG ROAD
 DE6275'5550 W, THENCE 7.4 KM (4.6 MI) SOUTHERLY ALONG ROAD 6000 W
 DE6275'(ROAD TO SAND WASH), THENCE 10.1 KM (6.3 MI) SOUTHWESTERLY ALONG A
 DE6275'GRAVELED ROAD JUST NORTHWEST OF A SIGN (BLM ADMINISTERED LAND, PRAIRIE
 DE6275'WETLANDS 17 MILES), NEAR THE SOUTH END OF A 20 BY 20-FOOT AREA OF ROCK
 DE6275'OUTCROP, 15.1 M (49.5 FT) EAST OF THE CENTER OF THE ROAD AND 0.5 M
 DE6275'(1.6 FT) WEST OF A WITNESS POST.
 DE6275'
 DE6275'NOTE-THE MARK IS ON PROPERTY OWNED BY THE BUREAU OF LAND MANAGEMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0041 ***********************************************************************
 KN0041  DESIGNATION -  F 39
 KN0041  PID         -  KN0041
 KN0041  STATE/COUNTY-  UT/EMERY
 KN0041  COUNTRY     -  US
 KN0041  USGS QUAD   -  DESERT (2017)
 KN0041
 KN0041                         *CURRENT SURVEY CONTROL
 KN0041  ______________________________________________________________________
 KN0041* NAD 83(1986) POSITION- 39 01 51.     (N) 110 22 26.     (W)   SCALED
 KN0041* NAVD 88 ORTHO HEIGHT -  1380.110 (meters)     4527.91  (feet) ADJUSTED
 KN0041  ______________________________________________________________________
 KN0041  GEOID HEIGHT    -        -19.482 (meters)                     GEOID18
 KN0041  DYNAMIC HEIGHT  -       1378.770 (meters)     4523.51  (feet) COMP
 KN0041  MODELED GRAVITY -    979,609.2   (mgal)                       NAVD 88
 KN0041
 KN0041  VERT ORDER      -  SECOND    CLASS 0
 KN0041
 KN0041.The horizontal coordinates were scaled from a map and have
 KN0041.an estimated accuracy of +/- 6 seconds.
 KN0041
 KN0041.The orthometric height was determined by differential leveling and
 KN0041.adjusted by the NATIONAL GEODETIC SURVEY
 KN0041.in June 1991.
 KN0041
 KN0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0041.GEOID18 height accuracy estimate available here.
 KN0041
 KN0041.Click photographs - Photos may exist for this station.
 KN0041
 KN0041.The dynamic height is computed by dividing the NAVD 88
 KN0041.geopotential number by the normal gravity value computed on the
 KN0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0041.degrees latitude (g = 980.6199 gals.).
 KN0041
 KN0041.The modeled gravity was interpolated from observed gravity values.
 KN0041
 KN0041;                    North         East    Units  Estimated Accuracy
 KN0041;SPC UT C     - 2,078,050.      597,510.      MT  (+/- 180 meters Scaled)
 KN0041
 KN0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ541203(NAD 83)
 KN0041
 KN0041                          SUPERSEDED SURVEY CONTROL
 KN0041
 KN0041  NGVD 29 (??/??/92) 1379.112  (m)         4524.64   (f) ADJ UNCH    2 0
 KN0041
 KN0041.Superseded values are not recommended for survey control.
 KN0041
 KN0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0041.See file dsdata.pdf to determine how the superseded data were derived.
 KN0041
 KN0041_MARKER: DB = BENCH MARK DISK
 KN0041_SETTING: 66 = SET IN ROCK OUTCROP
 KN0041_STAMPING: F 39 1934
 KN0041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0041+STABILITY: POSITION/ELEVATION WELL
 KN0041
 KN0041  HISTORY     - Date     Condition        Report By
 KN0041  HISTORY     - 1934     MONUMENTED       CGS
 KN0041  HISTORY     - 1970     GOOD             USGS
 KN0041
 KN0041                          STATION DESCRIPTION
 KN0041
 KN0041'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KN0041'14.0 MI W FROM GREENRIVER.
 KN0041'FROM THE JUNCTION OF INTERSTATE 70 AND U.S. HIGHWAYS 6 AND 50 DRIVE
 KN0041'NORTH ON 6.50 FOR 5.4 MI. TO T RD. SW TURN LEFT AND GO 2.3 MI. TO T RD
 KN0041'NW.  TURN RIGHT AND GO 1.9 MI. WHERE RD. PASSES OVER SMALL RIDGE. BM
 KN0041'1. 140 FT. NORTH OF ROAD ON A SMALL POINT, IN THE TOP OF A ROCK
 KN0041'OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0226 ***********************************************************************
 KO0226  DESIGNATION -  F 4
 KO0226  PID         -  KO0226
 KO0226  STATE/COUNTY-  UT/MILLARD
 KO0226  COUNTRY     -  US
 KO0226  USGS QUAD   -  DELTA (2017)
 KO0226
 KO0226                         *CURRENT SURVEY CONTROL
 KO0226  ______________________________________________________________________
 KO0226* NAD 83(1986) POSITION- 39 21 31.     (N) 112 34 55.     (W)   SCALED
 KO0226* NAVD 88 ORTHO HEIGHT -  1415.247 (meters)     4643.19  (feet) ADJUSTED
 KO0226  ______________________________________________________________________
 KO0226  GEOID HEIGHT    -        -19.527 (meters)                     GEOID18
 KO0226  DYNAMIC HEIGHT  -       1413.933 (meters)     4638.88  (feet) COMP
 KO0226  MODELED GRAVITY -    979,649.4   (mgal)                       NAVD 88
 KO0226
 KO0226  VERT ORDER      -  FIRST     CLASS II
 KO0226
 KO0226.The horizontal coordinates were scaled from a map and have
 KO0226.an estimated accuracy of +/- 6 seconds.
 KO0226
 KO0226.The orthometric height was determined by differential leveling and
 KO0226.adjusted by the NATIONAL GEODETIC SURVEY
 KO0226.in June 1991.
 KO0226
 KO0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0226.GEOID18 height accuracy estimate available here.
 KO0226
 KO0226.Click photographs - Photos may exist for this station.
 KO0226
 KO0226.The dynamic height is computed by dividing the NAVD 88
 KO0226.geopotential number by the normal gravity value computed on the
 KO0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0226.degrees latitude (g = 980.6199 gals.).
 KO0226
 KO0226.The modeled gravity was interpolated from observed gravity values.
 KO0226
 KO0226;                    North         East    Units  Estimated Accuracy
 KO0226;SPC UT C     - 2,114,390.      406,760.      MT  (+/- 180 meters Scaled)
 KO0226
 KO0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ637577(NAD 83)
 KO0226
 KO0226                          SUPERSEDED SURVEY CONTROL
 KO0226
 KO0226  NGVD 29 (??/??/92) 1414.130  (m)         4639.52   (f) ADJ UNCH    1 2
 KO0226
 KO0226.Superseded values are not recommended for survey control.
 KO0226
 KO0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0226.See file dsdata.pdf to determine how the superseded data were derived.
 KO0226
 KO0226_MARKER: P = PIPE CAP
 KO0226_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0226_STAMPING: ELEV. 4639.525 FT.
 KO0226_MARK LOGO: CGS
 KO0226_PROJECTION: PROJECTING
 KO0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0226
 KO0226  HISTORY     - Date     Condition        Report By
 KO0226  HISTORY     - 1908     MONUMENTED       CGS
 KO0226  HISTORY     - 1934     GOOD             CGS
 KO0226  HISTORY     - 1970     MARK NOT FOUND   NGS
 KO0226
 KO0226                          STATION DESCRIPTION
 KO0226
 KO0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0226'IN DELTA.
 KO0226'AT DELTA, MILLARD COUNTY, ABOUT 350 YARDS NORTH OF THE UNION PACIFIC
 KO0226'RAILROAD STATION, ABOUT 11-1/2 POLES SOUTH OF MILE POLE 650, 89 FEET
 KO0226'EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT LEVEL WITH THE GRADE.
 KO0226'A STANDARD CAP, STAMPED ELEV. 4639.525 FT. AND FASTENED ON THE TOP OF
 KO0226'AN IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 KO0226
 KO0226                          STATION RECOVERY (1970)
 KO0226
 KO0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KO0226'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0213 ***********************************************************************
 KN0213  DESIGNATION -  F 40
 KN0213  PID         -  KN0213
 KN0213  STATE/COUNTY-  UT/EMERY
 KN0213  COUNTRY     -  US
 KN0213  USGS QUAD   -  CASTLE DALE (2017)
 KN0213
 KN0213                         *CURRENT SURVEY CONTROL
 KN0213  ______________________________________________________________________
 KN0213* NAD 83(1986) POSITION- 39 12 41.     (N) 111 00 26.     (W)   SCALED
 KN0213* NAVD 88 ORTHO HEIGHT -  1718.870 (meters)     5639.33  (feet) ADJUSTED
 KN0213  ______________________________________________________________________
 KN0213  GEOID HEIGHT    -        -17.439 (meters)                     GEOID18
 KN0213  DYNAMIC HEIGHT  -       1717.149 (meters)     5633.68  (feet) COMP
 KN0213  MODELED GRAVITY -    979,565.2   (mgal)                       NAVD 88
 KN0213
 KN0213  VERT ORDER      -  SECOND    CLASS 0
 KN0213
 KN0213.The horizontal coordinates were scaled from a map and have
 KN0213.an estimated accuracy of +/- 6 seconds.
 KN0213
 KN0213.The orthometric height was determined by differential leveling and
 KN0213.adjusted by the NATIONAL GEODETIC SURVEY
 KN0213.in June 1991.
 KN0213
 KN0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0213.GEOID18 height accuracy estimate available here.
 KN0213
 KN0213.Click photographs - Photos may exist for this station.
 KN0213
 KN0213.The dynamic height is computed by dividing the NAVD 88
 KN0213.geopotential number by the normal gravity value computed on the
 KN0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0213.degrees latitude (g = 980.6199 gals.).
 KN0213
 KN0213.The modeled gravity was interpolated from observed gravity values.
 KN0213
 KN0213;                    North         East    Units  Estimated Accuracy
 KN0213;SPC UT C     - 2,097,600.      542,560.      MT  (+/- 180 meters Scaled)
 KN0213
 KN0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ993402(NAD 83)
 KN0213
 KN0213                          SUPERSEDED SURVEY CONTROL
 KN0213
 KN0213  NGVD 29 (??/??/92) 1717.798  (m)         5635.81   (f) ADJ UNCH    2 0
 KN0213
 KN0213.Superseded values are not recommended for survey control.
 KN0213
 KN0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0213.See file dsdata.pdf to determine how the superseded data were derived.
 KN0213
 KN0213_MARKER: DB = BENCH MARK DISK
 KN0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0213_STAMPING: F 40 1934
 KN0213_MARK LOGO: CGS
 KN0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0213+STABILITY: SURFACE MOTION
 KN0213
 KN0213  HISTORY     - Date     Condition        Report By
 KN0213  HISTORY     - 1934     MONUMENTED       CGS
 KN0213  HISTORY     - 1964     MARK NOT FOUND   USGS
 KN0213
 KN0213                          STATION DESCRIPTION
 KN0213
 KN0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0213'IN CASTLE DALE.
 KN0213'AT CASTLE DALE, EMERY COUNTY, ALONG THE EAST EDGE OF THE HIGHWAY,
 KN0213'ABOUT 1/10 MILE EAST OF A BRICK HOUSE, 35 FEET EAST OF THE IRRIGATION
 KN0213'DITCH OF AN ORCHARD, 25 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 KN0213'AND IN LINE WITH A FENCE.  A STANDARD DISK, STAMPED F 40 1934 AND SET
 KN0213'IN THE TOP OF A CONCRETE POST.
 KN0213
 KN0213                          STATION RECOVERY (1964)
 KN0213
 KN0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KN0213'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0225 ***********************************************************************
 KN0225  DESIGNATION -  F 41
 KN0225  PID         -  KN0225
 KN0225  STATE/COUNTY-  UT/EMERY
 KN0225  COUNTRY     -  US
 KN0225  USGS QUAD   -  JOES VALLEY RESERVOIR (2017)
 KN0225
 KN0225                         *CURRENT SURVEY CONTROL
 KN0225  ______________________________________________________________________
 KN0225* NAD 83(1986) POSITION- 39 17 18.     (N) 111 15 22.     (W)   SCALED
 KN0225* NAVD 88 ORTHO HEIGHT -  2068.345 (meters)     6785.90  (feet) ADJUSTED
 KN0225  ______________________________________________________________________
 KN0225  GEOID HEIGHT    -        -16.285 (meters)                     GEOID18
 KN0225  DYNAMIC HEIGHT  -       2065.955 (meters)     6778.05  (feet) COMP
 KN0225  MODELED GRAVITY -    979,398.8   (mgal)                       NAVD 88
 KN0225
 KN0225  VERT ORDER      -  SECOND    CLASS 0
 KN0225
 KN0225.The horizontal coordinates were scaled from a map and have
 KN0225.an estimated accuracy of +/- 6 seconds.
 KN0225
 KN0225.The orthometric height was determined by differential leveling and
 KN0225.adjusted by the NATIONAL GEODETIC SURVEY
 KN0225.in June 1991.
 KN0225
 KN0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0225.GEOID18 height accuracy estimate available here.
 KN0225
 KN0225.Click photographs - Photos may exist for this station.
 KN0225
 KN0225.The dynamic height is computed by dividing the NAVD 88
 KN0225.geopotential number by the normal gravity value computed on the
 KN0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0225.degrees latitude (g = 980.6199 gals.).
 KN0225
 KN0225.The modeled gravity was interpolated from observed gravity values.
 KN0225
 KN0225;                    North         East    Units  Estimated Accuracy
 KN0225;SPC UT C     - 2,106,050.      521,040.      MT  (+/- 180 meters Scaled)
 KN0225
 KN0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ779488(NAD 83)
 KN0225
 KN0225                          SUPERSEDED SURVEY CONTROL
 KN0225
 KN0225  NGVD 29 (??/??/92) 2066.966  (m)         6781.37   (f) ADJ UNCH    2 0
 KN0225
 KN0225.Superseded values are not recommended for survey control.
 KN0225
 KN0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0225.See file dsdata.pdf to determine how the superseded data were derived.
 KN0225
 KN0225_MARKER: DB = BENCH MARK DISK
 KN0225_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0225_SP_SET: ABUTMENT
 KN0225_STAMPING: F 41 1934
 KN0225_MARK LOGO: CGS
 KN0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0225
 KN0225  HISTORY     - Date     Condition        Report By
 KN0225  HISTORY     - 1934     MONUMENTED       CGS
 KN0225  HISTORY     - 1964     MARK NOT FOUND   USGS
 KN0225
 KN0225                          STATION DESCRIPTION
 KN0225
 KN0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0225'12.8 MI W FROM ORANGEVILLE.
 KN0225'ABOUT 12.8 MILES WEST ALONG STATE HIGHWAY 29 FROM THE PUBLIC SCHOOL AT
 KN0225'ORANGEVILLE, EMERY COUNTY, IN A CANYON, AT A WOODEN BRIDGE WITH WHITE
 KN0225'BANISTERS, AND IN THE TOP OF THE SOUTHWEST CORNER OF THE STONE
 KN0225'ABUTMENT, LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED F 41 1934.
 KN0225
 KN0225                          STATION RECOVERY (1964)
 KN0225
 KN0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KN0225'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0331 ***********************************************************************
 KN0331  DESIGNATION -  F 42
 KN0331  PID         -  KN0331
 KN0331  STATE/COUNTY-  UT/UTAH
 KN0331  COUNTRY     -  US
 KN0331  USGS QUAD   -  SPENCER CANYON (2017)
 KN0331
 KN0331                         *CURRENT SURVEY CONTROL
 KN0331  ______________________________________________________________________
 KN0331* NAD 83(1986) POSITION- 39 52 00.     (N) 111 32 11.     (W)   SCALED
 KN0331* NAVD 88 ORTHO HEIGHT -  1742.217 (meters)     5715.92  (feet) POSTED
 KN0331  ______________________________________________________________________
 KN0331  GEOID HEIGHT    -        -16.717 (meters)                     GEOID18
 KN0331  DYNAMIC HEIGHT  -       1740.52  (meters)     5710.4   (feet) COMP
 KN0331  MODELED GRAVITY -    979,592.3   (mgal)                       NAVD 88
 KN0331
 KN0331  VERT ORDER      -  * POSTED, SEE BELOW
 KN0331
 KN0331.The horizontal coordinates were scaled from a map and have
 KN0331.an estimated accuracy of +/- 6 seconds.
 KN0331
 KN0331.The orthometric height was determined by differential leveling
 KN0331.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KN0331
 KN0331.* This is a POSTED BENCH MARK height.
 KN0331
 KN0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0331.GEOID18 height accuracy estimate available here.
 KN0331
 KN0331.Click photographs - Photos may exist for this station.
 KN0331
 KN0331.The dynamic height is computed by dividing the NAVD 88
 KN0331.geopotential number by the normal gravity value computed on the
 KN0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0331.degrees latitude (g = 980.6199 gals.).
 KN0331
 KN0331.The modeled gravity was interpolated from observed gravity values.
 KN0331
 KN0331;                    North         East    Units  Estimated Accuracy
 KN0331;SPC UT C     - 2,170,230.      496,890.      MT  (+/- 180 meters Scaled)
 KN0331
 KN0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK541130(NAD 83)
 KN0331
 KN0331                          SUPERSEDED SURVEY CONTROL
 KN0331
 KN0331  NGVD 29 (??/??/92) 1741.079  (m)         5712.19   (f) ADJ UNCH    2 0
 KN0331
 KN0331.Superseded values are not recommended for survey control.
 KN0331
 KN0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0331.See file dsdata.pdf to determine how the superseded data were derived.
 KN0331
 KN0331_MARKER: DB = BENCH MARK DISK
 KN0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0331_STAMPING: F 42 1934
 KN0331_MARK LOGO: CGS
 KN0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0331+STABILITY: SURFACE MOTION
 KN0331
 KN0331  HISTORY     - Date     Condition        Report By
 KN0331  HISTORY     - 1934     MONUMENTED       CGS
 KN0331
 KN0331                          STATION DESCRIPTION
 KN0331
 KN0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0331'10.0 MI S FROM THISTLE.
 KN0331'ABOUT 10.0 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN
 KN0331'RAILROAD FROM THE STATION AT THISTLE, UTAH COUNTY, ABOUT 4 POLES SOUTH
 KN0331'OF MILEPOST 10, ABOUT 100 FEET SOUTH OF BRIDGE 10.24, 36 FEET EAST OF
 KN0331'THE TRACK, IN LINE WITH THE RIGHT-OF-WAY FENCE, SOUTH OF A GATE, AND
 KN0331'NEXT TO SOME BUSHES.  A STANDARD DISK, STAMPED F 42 1934 AND SET IN
 KN0331'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0259 ***********************************************************************
 KN0259  DESIGNATION -  F 43
 KN0259  PID         -  KN0259
 KN0259  STATE/COUNTY-  UT/SANPETE
 KN0259  COUNTRY     -  US
 KN0259  USGS QUAD   -  EPHRAIM (2017)
 KN0259
 KN0259                         *CURRENT SURVEY CONTROL
 KN0259  ______________________________________________________________________
 KN0259* NAD 83(1986) POSITION- 39 19 36.     (N) 111 36 42.     (W)   SCALED
 KN0259* NAVD 88 ORTHO HEIGHT -  1679.133 (meters)     5508.96  (feet) ADJUSTED
 KN0259  ______________________________________________________________________
 KN0259  GEOID HEIGHT    -        -17.514 (meters)                     GEOID18
 KN0259  DYNAMIC HEIGHT  -       1677.416 (meters)     5503.32  (feet) COMP
 KN0259  MODELED GRAVITY -    979,545.7   (mgal)                       NAVD 88
 KN0259
 KN0259  VERT ORDER      -  SECOND    CLASS 0
 KN0259
 KN0259.The horizontal coordinates were scaled from a map and have
 KN0259.an estimated accuracy of +/- 6 seconds.
 KN0259
 KN0259.The orthometric height was determined by differential leveling and
 KN0259.adjusted by the NATIONAL GEODETIC SURVEY
 KN0259.in June 1991.
 KN0259
 KN0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0259.GEOID18 height accuracy estimate available here.
 KN0259
 KN0259.Click photographs - Photos may exist for this station.
 KN0259
 KN0259.The dynamic height is computed by dividing the NAVD 88
 KN0259.geopotential number by the normal gravity value computed on the
 KN0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0259.degrees latitude (g = 980.6199 gals.).
 KN0259
 KN0259.The modeled gravity was interpolated from observed gravity values.
 KN0259
 KN0259;                    North         East    Units  Estimated Accuracy
 KN0259;SPC UT C     - 2,110,290.      490,370.      MT  (+/- 180 meters Scaled)
 KN0259
 KN0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ472532(NAD 83)
 KN0259
 KN0259                          SUPERSEDED SURVEY CONTROL
 KN0259
 KN0259  NGVD 29 (??/??/92) 1677.957  (m)         5505.10   (f) ADJ UNCH    2 0
 KN0259
 KN0259.Superseded values are not recommended for survey control.
 KN0259
 KN0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0259.See file dsdata.pdf to determine how the superseded data were derived.
 KN0259
 KN0259_MARKER: DB = BENCH MARK DISK
 KN0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0259_STAMPING: F 43 1934
 KN0259_MARK LOGO: CGS
 KN0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0259+STABILITY: SURFACE MOTION
 KN0259
 KN0259  HISTORY     - Date     Condition        Report By
 KN0259  HISTORY     - 1934     MONUMENTED       CGS
 KN0259
 KN0259                          STATION DESCRIPTION
 KN0259
 KN0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0259'2.6 MI S FROM EPHRAIM.
 KN0259'ABOUT 2.6 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0259'FROM THE STATION AT EPHRAIM, SANPETE COUNTY, AT MILEPOST 56, ABOUT 13
 KN0259'RAILS NORTH OF A CROSSING, 39 FEET WEST OF THE CENTER LINE OF THE
 KN0259'TRACK, AND IN LINE WITH THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 KN0259'STAMPED F 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0301 ***********************************************************************
 KN0301  DESIGNATION -  F 44
 KN0301  PID         -  KN0301
 KN0301  STATE/COUNTY-  UT/SANPETE
 KN0301  COUNTRY     -  US
 KN0301  USGS QUAD   -  FOUNTAIN GREEN NORTH (2017)
 KN0301
 KN0301                         *CURRENT SURVEY CONTROL
 KN0301  ______________________________________________________________________
 KN0301* NAD 83(1986) POSITION- 39 41 00.     (N) 111 40 37.     (W)   SCALED
 KN0301* NAVD 88 ORTHO HEIGHT -  1920.625 (meters)     6301.25  (feet) ADJUSTED
 KN0301  ______________________________________________________________________
 KN0301  GEOID HEIGHT    -        -17.197 (meters)                     GEOID18
 KN0301  DYNAMIC HEIGHT  -       1918.670 (meters)     6294.84  (feet) COMP
 KN0301  MODELED GRAVITY -    979,540.3   (mgal)                       NAVD 88
 KN0301
 KN0301  VERT ORDER      -  SECOND    CLASS 0
 KN0301
 KN0301.The horizontal coordinates were scaled from a map and have
 KN0301.an estimated accuracy of +/- 6 seconds.
 KN0301
 KN0301.The orthometric height was determined by differential leveling and
 KN0301.adjusted by the NATIONAL GEODETIC SURVEY
 KN0301.in June 1991.
 KN0301
 KN0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0301.GEOID18 height accuracy estimate available here.
 KN0301
 KN0301.Click photographs - Photos may exist for this station.
 KN0301
 KN0301.The dynamic height is computed by dividing the NAVD 88
 KN0301.geopotential number by the normal gravity value computed on the
 KN0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0301.degrees latitude (g = 980.6199 gals.).
 KN0301
 KN0301.The modeled gravity was interpolated from observed gravity values.
 KN0301
 KN0301;                    North         East    Units  Estimated Accuracy
 KN0301;SPC UT C     - 2,149,890.      484,820.      MT  (+/- 180 meters Scaled)
 KN0301
 KN0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ419928(NAD 83)
 KN0301
 KN0301                          SUPERSEDED SURVEY CONTROL
 KN0301
 KN0301  NGVD 29 (??/??/92) 1919.346  (m)         6297.05   (f) ADJ UNCH    2 0
 KN0301
 KN0301.Superseded values are not recommended for survey control.
 KN0301
 KN0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0301.See file dsdata.pdf to determine how the superseded data were derived.
 KN0301
 KN0301_MARKER: DB = BENCH MARK DISK
 KN0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0301_STAMPING: F 44 1934
 KN0301_MARK LOGO: CGS
 KN0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0301+STABILITY: SURFACE MOTION
 KN0301
 KN0301  HISTORY     - Date     Condition        Report By
 KN0301  HISTORY     - 1934     MONUMENTED       CGS
 KN0301  HISTORY     - 1977     MARK NOT FOUND   USGS
 KN0301
 KN0301                          STATION DESCRIPTION
 KN0301
 KN0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0301'4.4 MI NW FROM FOUNTAIN GREEN.
 KN0301'ABOUT 4.4 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 KN0301'RAILROAD FROM THE STATION AT FOUNTAIN GREEN, SANPETE COUNTY, ABOUT 4
 KN0301'RAILS NORTH OF MILEPOST N 10, JUST NORTH OF A SWITCH, ABOUT 100 FEET
 KN0301'WEST OF U.S. HIGHWAY 189, AND 24 FEET EAST OF THE CENTER LINE OF THE
 KN0301'TRACK.  A STANDARD DISK, STAMPED F 44 1934 AND SET IN THE TOP OF A
 KN0301'CONCRETE POST.
 KN0301
 KN0301                          STATION RECOVERY (1977)
 KN0301
 KN0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 KN0301'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0075 ***********************************************************************
 KO0075  DESIGNATION -  F 45
 KO0075  PID         -  KO0075
 KO0075  STATE/COUNTY-  UT/JUAB
 KO0075  COUNTRY     -  US
 KO0075  USGS QUAD   -  CHAMPLIN PEAK (2017)
 KO0075
 KO0075                         *CURRENT SURVEY CONTROL
 KO0075  ______________________________________________________________________
 KO0075* NAD 83(1986) POSITION- 39 34 02.     (N) 112 11 55.     (W)   SCALED
 KO0075* NAVD 88 ORTHO HEIGHT -  1471.771 (meters)     4828.64  (feet) ADJUSTED
 KO0075  ______________________________________________________________________
 KO0075  GEOID HEIGHT    -        -18.170 (meters)                     GEOID18
 KO0075  DYNAMIC HEIGHT  -       1470.430 (meters)     4824.24  (feet) COMP
 KO0075  MODELED GRAVITY -    979,663.8   (mgal)                       NAVD 88
 KO0075
 KO0075  VERT ORDER      -  SECOND    CLASS 0
 KO0075
 KO0075.The horizontal coordinates were scaled from a map and have
 KO0075.an estimated accuracy of +/- 6 seconds.
 KO0075
 KO0075.The orthometric height was determined by differential leveling and
 KO0075.adjusted by the NATIONAL GEODETIC SURVEY
 KO0075.in June 1991.
 KO0075
 KO0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0075.GEOID18 height accuracy estimate available here.
 KO0075
 KO0075.Click photographs - Photos may exist for this station.
 KO0075
 KO0075.The dynamic height is computed by dividing the NAVD 88
 KO0075.geopotential number by the normal gravity value computed on the
 KO0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0075.degrees latitude (g = 980.6199 gals.).
 KO0075
 KO0075.The modeled gravity was interpolated from observed gravity values.
 KO0075
 KO0075;                    North         East    Units  Estimated Accuracy
 KO0075;SPC UT C     - 2,137,220.      439,970.      MT  (+/- 180 meters Scaled)
 KO0075
 KO0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ970804(NAD 83)
 KO0075
 KO0075                          SUPERSEDED SURVEY CONTROL
 KO0075
 KO0075  NGVD 29 (??/??/92) 1470.621  (m)         4824.86   (f) ADJ UNCH    2 0
 KO0075
 KO0075.Superseded values are not recommended for survey control.
 KO0075
 KO0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0075.See file dsdata.pdf to determine how the superseded data were derived.
 KO0075
 KO0075_MARKER: DB = BENCH MARK DISK
 KO0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0075_STAMPING: F 45 1934
 KO0075_MARK LOGO: CGS
 KO0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0075+STABILITY: SURFACE MOTION
 KO0075
 KO0075  HISTORY     - Date     Condition        Report By
 KO0075  HISTORY     - 1934     MONUMENTED       CGS
 KO0075
 KO0075                          STATION DESCRIPTION
 KO0075
 KO0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0075'10.5 MI NE FROM LYNNDYL.
 KO0075'ABOUT 10.5 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KO0075'STATION AT LYNNDYL, MILLARD COUNTY, AT A SIDING NEAR A TOOL HOUSE FOR
 KO0075'A SECTION AND CONSTRUCTION CAMP, 96 FEET SOUTH OF THE CENTER LINE OF
 KO0075'THE TRACK, AND 36 FEET EAST OF A GATE IN THE RIGHT-OF-WAY FENCE LINE.
 KO0075'A STANDARD DISK, STAMPED F 45 1934 AND SET IN THE TOP OF A CONCRETE
 KO0075'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0059 ***********************************************************************
 JO0059  DESIGNATION -  F 46
 JO0059  PID         -  JO0059
 JO0059  STATE/COUNTY-  UT/MILLARD
 JO0059  COUNTRY     -  US
 JO0059  USGS QUAD   -  FILLMORE (2017)
 JO0059
 JO0059                         *CURRENT SURVEY CONTROL
 JO0059  ______________________________________________________________________
 JO0059* NAD 83(1986) POSITION- 38 57 36.     (N) 112 19 26.     (W)   SCALED
 JO0059* NAVD 88 ORTHO HEIGHT -  1573.402 (meters)     5162.07  (feet) ADJUSTED
 JO0059  ______________________________________________________________________
 JO0059  GEOID HEIGHT    -        -18.732 (meters)                     GEOID18
 JO0059  DYNAMIC HEIGHT  -       1571.857 (meters)     5157.00  (feet) COMP
 JO0059  MODELED GRAVITY -    979,590.4   (mgal)                       NAVD 88
 JO0059
 JO0059  VERT ORDER      -  SECOND    CLASS 0
 JO0059
 JO0059.The horizontal coordinates were scaled from a map and have
 JO0059.an estimated accuracy of +/- 6 seconds.
 JO0059
 JO0059.The orthometric height was determined by differential leveling and
 JO0059.adjusted by the NATIONAL GEODETIC SURVEY
 JO0059.in June 1991.
 JO0059
 JO0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0059.GEOID18 height accuracy estimate available here.
 JO0059
 JO0059.Click photographs - Photos may exist for this station.
 JO0059
 JO0059.The dynamic height is computed by dividing the NAVD 88
 JO0059.geopotential number by the normal gravity value computed on the
 JO0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0059.degrees latitude (g = 980.6199 gals.).
 JO0059
 JO0059.The modeled gravity was interpolated from observed gravity values.
 JO0059
 JO0059;                    North         East    Units  Estimated Accuracy
 JO0059;SPC UT C     - 2,069,900.      428,590.      MT  (+/- 180 meters Scaled)
 JO0059
 JO0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ852131(NAD 83)
 JO0059
 JO0059                          SUPERSEDED SURVEY CONTROL
 JO0059
 JO0059  NGVD 29 (??/??/92) 1572.277  (m)         5158.38   (f) ADJ UNCH    2 0
 JO0059
 JO0059.Superseded values are not recommended for survey control.
 JO0059
 JO0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0059.See file dsdata.pdf to determine how the superseded data were derived.
 JO0059
 JO0059_MARKER: DB = BENCH MARK DISK
 JO0059_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0059_SP_SET: CULVERT HEADWALL
 JO0059_STAMPING: F 46 1934
 JO0059_MARK LOGO: CGS
 JO0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0059+STABILITY: SURFACE MOTION
 JO0059
 JO0059  HISTORY     - Date     Condition        Report By
 JO0059  HISTORY     - 1934     MONUMENTED       CGS
 JO0059
 JO0059                          STATION DESCRIPTION
 JO0059
 JO0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0059'IN FILLMORE.
 JO0059'AT THE SOUTH EDGE OF FILLMORE, MILLARD COUNTY, ON U.S. HIGHWAY 91,
 JO0059'SOUTHWEST OF THE CENTER OF THE FIRST STREET CROSSING, AT A CULVERT,
 JO0059'AND IN THE TOP OF THE WEST HEAD WALL.  A STANDARD DISK, STAMPED F 46
 JO0059'1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0145 ***********************************************************************
 JO0145  DESIGNATION -  F 47
 JO0145  PID         -  JO0145
 JO0145  STATE/COUNTY-  UT/PIUTE
 JO0145  COUNTRY     -  US
 JO0145  USGS QUAD   -  PHONOLITE HILL (2017)
 JO0145
 JO0145                         *CURRENT SURVEY CONTROL
 JO0145  ______________________________________________________________________
 JO0145* NAD 83(1986) POSITION- 38 10 03.     (N) 112 01 19.     (W)   SCALED
 JO0145* NAVD 88 ORTHO HEIGHT -  1937.465 (meters)     6356.50  (feet) ADJUSTED
 JO0145  ______________________________________________________________________
 JO0145  GEOID HEIGHT    -        -18.756 (meters)                     GEOID18
 JO0145  DYNAMIC HEIGHT  -       1935.216 (meters)     6349.12  (feet) COMP
 JO0145  MODELED GRAVITY -    979,399.5   (mgal)                       NAVD 88
 JO0145
 JO0145  VERT ORDER      -  SECOND    CLASS 0
 JO0145
 JO0145.The horizontal coordinates were scaled from a map and have
 JO0145.an estimated accuracy of +/- 6 seconds.
 JO0145
 JO0145.The orthometric height was determined by differential leveling and
 JO0145.adjusted by the NATIONAL GEODETIC SURVEY
 JO0145.in June 1991.
 JO0145
 JO0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0145.GEOID18 height accuracy estimate available here.
 JO0145
 JO0145.Click photographs - Photos may exist for this station.
 JO0145
 JO0145.The dynamic height is computed by dividing the NAVD 88
 JO0145.geopotential number by the normal gravity value computed on the
 JO0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0145.degrees latitude (g = 980.6199 gals.).
 JO0145
 JO0145.The modeled gravity was interpolated from observed gravity values.
 JO0145
 JO0145;                    North         East    Units  Estimated Accuracy
 JO0145;SPC UT S     - 3,166,700.      454,260.      MT  (+/- 180 meters Scaled)
 JO0145
 JO0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH104248(NAD 83)
 JO0145
 JO0145                          SUPERSEDED SURVEY CONTROL
 JO0145
 JO0145  NGVD 29 (??/??/92) 1936.215  (m)         6352.40   (f) ADJ UNCH    2 0
 JO0145
 JO0145.Superseded values are not recommended for survey control.
 JO0145
 JO0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0145.See file dsdata.pdf to determine how the superseded data were derived.
 JO0145
 JO0145_MARKER: DB = BENCH MARK DISK
 JO0145_SETTING: 66 = SET IN ROCK OUTCROP
 JO0145_STAMPING: F 47 1934
 JO0145_MARK LOGO: CGS
 JO0145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0145+STABILITY: POSITION/ELEVATION WELL
 JO0145
 JO0145  HISTORY     - Date     Condition        Report By
 JO0145  HISTORY     - 1934     MONUMENTED       CGS
 JO0145  HISTORY     - 1971     GOOD             USGS
 JO0145
 JO0145                          STATION DESCRIPTION
 JO0145
 JO0145'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0145'4.4 MI N FROM ANTIMONY.
 JO0145'IN PIUTE COUNTY, ABOUT 4.4 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE
 JO0145'SOUTH EDGE OF ANTIMONY, GARFIELD COUNTY, AT OTTER CREEK RESERVOIR
 JO0145'OUTLET, AT THE OLD JUNCTION WITH STATE HIGHWAY 62, ABOUT 0.3 MILES
 JO0145'EAST OF THE PRESENT HIGHWAY JUNCTION, ABOUT 205 FEET NORTH OF THE
 JO0145'CENTER LINE OF STATE HIGHWAY 22, 15 FEET WEST OF THE CENTERLINE OF THE
 JO0145'OLD HIGHWAY, 10 FEET NORTHEAST OF A LONE JUNIPER TREE APPROXIMATELY
 JO0145'ONE FOOT IN DIAMETER, IN BEDROCK ABOUT 20 FEET LOWER THEN THE TOP OF
 JO0145'THE RESERVOIR, ABOUT 2 FEET LOWER THAN THE OLD ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0142 ***********************************************************************
 JO0142  DESIGNATION -  F 48
 JO0142  PID         -  JO0142
 JO0142  STATE/COUNTY-  UT/PIUTE
 JO0142  COUNTRY     -  US
 JO0142  USGS QUAD   -  PHONOLITE HILL (2017)
 JO0142
 JO0142                         *CURRENT SURVEY CONTROL
 JO0142  ______________________________________________________________________
 JO0142* NAD 83(1986) POSITION- 38 11 10.     (N) 112 05 19.     (W)   SCALED
 JO0142* NAVD 88 ORTHO HEIGHT -  1924.625 (meters)     6314.37  (feet) ADJUSTED
 JO0142  ______________________________________________________________________
 JO0142  GEOID HEIGHT    -        -18.922 (meters)                     GEOID18
 JO0142  DYNAMIC HEIGHT  -       1922.378 (meters)     6307.00  (feet) COMP
 JO0142  MODELED GRAVITY -    979,393.7   (mgal)                       NAVD 88
 JO0142
 JO0142  VERT ORDER      -  SECOND    CLASS 0
 JO0142
 JO0142.The horizontal coordinates were scaled from a map and have
 JO0142.an estimated accuracy of +/- 6 seconds.
 JO0142
 JO0142.The orthometric height was determined by differential leveling and
 JO0142.adjusted by the NATIONAL GEODETIC SURVEY
 JO0142.in June 1991.
 JO0142
 JO0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0142.GEOID18 height accuracy estimate available here.
 JO0142
 JO0142.Click photographs - Photos may exist for this station.
 JO0142
 JO0142.The dynamic height is computed by dividing the NAVD 88
 JO0142.geopotential number by the normal gravity value computed on the
 JO0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0142.degrees latitude (g = 980.6199 gals.).
 JO0142
 JO0142.The modeled gravity was interpolated from observed gravity values.
 JO0142
 JO0142;                    North         East    Units  Estimated Accuracy
 JO0142;SPC UT S     - 3,168,800.      448,430.      MT  (+/- 180 meters Scaled)
 JO0142
 JO0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH046270(NAD 83)
 JO0142
 JO0142                          SUPERSEDED SURVEY CONTROL
 JO0142
 JO0142  NGVD 29 (??/??/92) 1923.356  (m)         6310.21   (f) ADJ UNCH    2 0
 JO0142
 JO0142.Superseded values are not recommended for survey control.
 JO0142
 JO0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0142.See file dsdata.pdf to determine how the superseded data were derived.
 JO0142
 JO0142_MARKER: DB = BENCH MARK DISK
 JO0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0142_STAMPING: F 48 1934
 JO0142_MARK LOGO: CGS
 JO0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0142+STABILITY: SURFACE MOTION
 JO0142
 JO0142  HISTORY     - Date     Condition        Report By
 JO0142  HISTORY     - 1934     MONUMENTED       CGS
 JO0142  HISTORY     - 1966     MARK NOT FOUND   USGS
 JO0142
 JO0142                          STATION DESCRIPTION
 JO0142
 JO0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0142'8.3 MI N FROM ANTIMONY.
 JO0142'8.3 MILES NORTH ALONG STATE HIGHWAY 22 FROM ANTIMONY, GARFIELD COUNTY,
 JO0142'ABOUT 4.3 MILES WEST OF THE JUNCTION WITH STATE HIGHWAY 62, ABOUT 200
 JO0142'FEET EAST OF THE NIELSEN MAIL BOX BETWEEN THE HIGHWAY AND A CREEK, AND
 JO0142'30 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 JO0142'STAMPED F 48 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JO0142
 JO0142                          STATION RECOVERY (1966)
 JO0142
 JO0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JO0142'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0147 ***********************************************************************
 JN0147  DESIGNATION -  F 50
 JN0147  PID         -  JN0147
 JN0147  STATE/COUNTY-  UT/SEVIER
 JN0147  COUNTRY     -  US
 JN0147  USGS QUAD   -  OLD WOMAN PLATEAU (2017)
 JN0147
 JN0147                         *CURRENT SURVEY CONTROL
 JN0147  ______________________________________________________________________
 JN0147* NAD 83(1986) POSITION- 38 45 18.     (N) 111 23 38.     (W)   SCALED
 JN0147* NAVD 88 ORTHO HEIGHT -  2106.721 (meters)     6911.80  (feet) ADJUSTED
 JN0147  ______________________________________________________________________
 JN0147  GEOID HEIGHT    -        -17.687 (meters)                     GEOID18
 JN0147  DYNAMIC HEIGHT  -       2104.348 (meters)     6904.02  (feet) COMP
 JN0147  MODELED GRAVITY -    979,426.0   (mgal)                       NAVD 88
 JN0147
 JN0147  VERT ORDER      -  SECOND    CLASS 0
 JN0147
 JN0147.The horizontal coordinates were scaled from a map and have
 JN0147.an estimated accuracy of +/- 6 seconds.
 JN0147
 JN0147.The orthometric height was determined by differential leveling and
 JN0147.adjusted by the NATIONAL GEODETIC SURVEY
 JN0147.in June 1991.
 JN0147
 JN0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0147.GEOID18 height accuracy estimate available here.
 JN0147
 JN0147.Click photographs - Photos may exist for this station.
 JN0147
 JN0147.The dynamic height is computed by dividing the NAVD 88
 JN0147.geopotential number by the normal gravity value computed on the
 JN0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0147.degrees latitude (g = 980.6199 gals.).
 JN0147
 JN0147.The modeled gravity was interpolated from observed gravity values.
 JN0147
 JN0147;                    North         East    Units  Estimated Accuracy
 JN0147;SPC UT C     - 2,046,820.      509,220.      MT  (+/- 180 meters Scaled)
 JN0147
 JN0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH657896(NAD 83)
 JN0147
 JN0147                          SUPERSEDED SURVEY CONTROL
 JN0147
 JN0147  NGVD 29 (??/??/92) 2105.421  (m)         6907.54   (f) ADJ UNCH    2 0
 JN0147
 JN0147.Superseded values are not recommended for survey control.
 JN0147
 JN0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0147.See file dsdata.pdf to determine how the superseded data were derived.
 JN0147
 JN0147_MARKER: DB = BENCH MARK DISK
 JN0147_SETTING: 80 = SET IN A BOULDER
 JN0147_STAMPING: F 50 1934
 JN0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0147+STABILITY: SURFACE MOTION
 JN0147
 JN0147  HISTORY     - Date     Condition        Report By
 JN0147  HISTORY     - 1934     MONUMENTED       CGS
 JN0147
 JN0147                          STATION DESCRIPTION
 JN0147
 JN0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0147'16.4 MI SW FROM EMERY.
 JN0147'IN SEVIER COUNTY, ABOUT 16.4 MILES SOUTHWEST ALONG STATE HIGHWAY 10
 JN0147'FROM THE PUBLIC SCHOOL AT EMERY, EMERY COUNTY, 10 FEET SOUTH OF THE
 JN0147'CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A LARGE BOULDER.  A
 JN0147'STANDARD DISK, STAMPED F 50 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0010 ***********************************************************************
 KN0010  DESIGNATION -  F 52
 KN0010  PID         -  KN0010
 KN0010  STATE/COUNTY-  UT/DUCHESNE
 KN0010  COUNTRY     -  US
 KN0010  USGS QUAD   -  CURRANT CANYON (2017)
 KN0010
 KN0010                         *CURRENT SURVEY CONTROL
 KN0010  ______________________________________________________________________
 KN0010* NAD 83(1986) POSITION- 39 48 44.8    (N) 110 17 35.4    (W)   HD_HELD2
 KN0010* NAVD 88 ORTHO HEIGHT -  1802.741 (meters)     5914.49  (feet) ADJUSTED
 KN0010  ______________________________________________________________________
 KN0010  GEOID HEIGHT    -        -16.996 (meters)                     GEOID18
 KN0010  DYNAMIC HEIGHT  -       1800.943 (meters)     5908.59  (feet) COMP
 KN0010  MODELED GRAVITY -    979,565.8   (mgal)                       NAVD 88
 KN0010
 KN0010  VERT ORDER      -  SECOND    CLASS 0
 KN0010
 KN0010.The horizontal coordinates were established by autonomous hand held GPS
 KN0010.observations and have an estimated accuracy of +/- 10 meters.
 KN0010
 KN0010.The orthometric height was determined by differential leveling and
 KN0010.adjusted by the NATIONAL GEODETIC SURVEY
 KN0010.in June 1991.
 KN0010
 KN0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0010.GEOID18 height accuracy estimate available here.
 KN0010
 KN0010.Click photographs - Photos may exist for this station.
 KN0010
 KN0010.The dynamic height is computed by dividing the NAVD 88
 KN0010.geopotential number by the normal gravity value computed on the
 KN0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0010.degrees latitude (g = 980.6199 gals.).
 KN0010
 KN0010.The modeled gravity was interpolated from observed gravity values.
 KN0010
 KN0010;                    North         East    Units  Estimated Accuracy
 KN0010;SPC UT C     - 2,164,906.      603,324.      MT  (+/- 10 meters HH2 GPS)
 KN0010
 KN0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK6050007179(NAD 83)
 KN0010
 KN0010                          SUPERSEDED SURVEY CONTROL
 KN0010
 KN0010  NGVD 29 (??/??/92) 1801.505  (m)         5910.44   (f) ADJ UNCH    2 0
 KN0010
 KN0010.Superseded values are not recommended for survey control.
 KN0010
 KN0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0010.See file dsdata.pdf to determine how the superseded data were derived.
 KN0010
 KN0010_MARKER: DB = BENCH MARK DISK
 KN0010_SETTING: 80 = SET IN A BOULDER
 KN0010_STAMPING: F 52 1934
 KN0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0010+STABILITY: SURFACE MOTION
 KN0010
 KN0010  HISTORY     - Date     Condition        Report By
 KN0010  HISTORY     - 1934     MONUMENTED       CGS
 KN0010  HISTORY     - 20060518 GOOD             GEOCAC
 KN0010
 KN0010                          STATION DESCRIPTION
 KN0010
 KN0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0010'3.9 MI E FROM WELLINGTON.
 KN0010'ABOUT 3.9 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE DENVER AND RIO
 KN0010'GRANDE WESTERN RAILROAD STATION AT WELLINGTON, CARBON COUNTY, THENCE
 KN0010'ABOUT 33.1 MILES NORTHEAST ALONG STATE HIGHWAY 53.  ABOUT 1.9 MILES
 KN0010'WEST OF THE NUTTER RANCH, SOUTH OF A CLIFF WITH INDIAN HIEROGLYPHICS,
 KN0010'10 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN LINE WITH A ROW OF
 KN0010'POLES, 3 FEET NORTH OF A FENCE, AND IN THE TOP OF A SANDSTONE BOULDER.
 KN0010'A STANDARD DISK, STAMPED F 52 1934.
 KN0010
 KN0010                          STATION RECOVERY (2006)
 KN0010
 KN0010'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KN0010'FOUND THE STATION ABOUT 13 FEET SOUTH OF THE CENTERLINE OF NINE MILE
 KN0010'CANYON ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0064 ***********************************************************************
 LO0064  DESIGNATION -  F 53
 LO0064  PID         -  LO0064
 LO0064  STATE/COUNTY-  UT/DUCHESNE
 LO0064  COUNTRY     -  US
 LO0064  USGS QUAD   -  RABBIT GULCH (2017)
 LO0064
 LO0064                         *CURRENT SURVEY CONTROL
 LO0064  ______________________________________________________________________
 LO0064* NAD 83(1986) POSITION- 40 10 24.     (N) 110 32 42.     (W)   SCALED
 LO0064* NAVD 88 ORTHO HEIGHT -  1860.147 (meters)     6102.83  (feet) ADJUSTED
 LO0064  ______________________________________________________________________
 LO0064  GEOID HEIGHT    -        -16.825 (meters)                     GEOID18
 LO0064  DYNAMIC HEIGHT  -       1858.287 (meters)     6096.73  (feet) COMP
 LO0064  MODELED GRAVITY -    979,560.6   (mgal)                       NAVD 88
 LO0064
 LO0064  VERT ORDER      -  SECOND    CLASS 0
 LO0064
 LO0064.The horizontal coordinates were scaled from a map and have
 LO0064.an estimated accuracy of +/- 6 seconds.
 LO0064
 LO0064.The orthometric height was determined by differential leveling and
 LO0064.adjusted by the NATIONAL GEODETIC SURVEY
 LO0064.in June 1991.
 LO0064
 LO0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0064.GEOID18 height accuracy estimate available here.
 LO0064
 LO0064.Click photographs - Photos may exist for this station.
 LO0064
 LO0064.The dynamic height is computed by dividing the NAVD 88
 LO0064.geopotential number by the normal gravity value computed on the
 LO0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0064.degrees latitude (g = 980.6199 gals.).
 LO0064
 LO0064.The modeled gravity was interpolated from observed gravity values.
 LO0064
 LO0064;                    North         East    Units  Estimated Accuracy
 LO0064;SPC UT C     - 2,204,710.      581,340.      MT  (+/- 180 meters Scaled)
 LO0064
 LO0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK387470(NAD 83)
 LO0064
 LO0064                          SUPERSEDED SURVEY CONTROL
 LO0064
 LO0064  NGVD 29 (??/??/92) 1858.803  (m)         6098.42   (f) ADJ UNCH    2 0
 LO0064
 LO0064.Superseded values are not recommended for survey control.
 LO0064
 LO0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0064.See file dsdata.pdf to determine how the superseded data were derived.
 LO0064
 LO0064_MARKER: DB = BENCH MARK DISK
 LO0064_SETTING: 66 = SET IN ROCK OUTCROP
 LO0064_STAMPING: F 53 1934
 LO0064_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0064+STABILITY: POSITION/ELEVATION WELL
 LO0064
 LO0064  HISTORY     - Date     Condition        Report By
 LO0064  HISTORY     - 1934     MONUMENTED       CGS
 LO0064  HISTORY     - 1959     MARK NOT FOUND   USGS
 LO0064
 LO0064                          STATION DESCRIPTION
 LO0064
 LO0064'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO0064'8.2 MI W FROM DUCHESNE.
 LO0064'8.2 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT DUCHESNE,
 LO0064'DUCHESNE COUNTY, AT A RIDGE IN CEDAR TIMBER, 12 FEET NORTH OF THE
 LO0064'HIGHWAY, AND IN THE TOP OF A BEDROCK OUTCROP.  A STANDARD DISK,
 LO0064'STAMPED F 53 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0437 ***********************************************************************
 LO0437  DESIGNATION -  F 54
 LO0437  PID         -  LO0437
 LO0437  STATE/COUNTY-  UT/UTAH
 LO0437  COUNTRY     -  US
 LO0437  USGS QUAD   -  TWO TOM HILL (2017)
 LO0437
 LO0437                         *CURRENT SURVEY CONTROL
 LO0437  ______________________________________________________________________
 LO0437* NAD 83(1986) POSITION- 40 09 37.     (N) 111 17 15.     (W)   SCALED
 LO0437* NAVD 88 ORTHO HEIGHT -  2120.032 (meters)     6955.47  (feet) ADJUSTED
 LO0437  ______________________________________________________________________
 LO0437  GEOID HEIGHT    -        -15.903 (meters)                     GEOID18
 LO0437  DYNAMIC HEIGHT  -       2117.889 (meters)     6948.44  (feet) COMP
 LO0437  MODELED GRAVITY -    979,538.7   (mgal)                       NAVD 88
 LO0437
 LO0437  VERT ORDER      -  SECOND    CLASS 0
 LO0437
 LO0437.The horizontal coordinates were scaled from a map and have
 LO0437.an estimated accuracy of +/- 6 seconds.
 LO0437
 LO0437.The orthometric height was determined by differential leveling and
 LO0437.adjusted by the NATIONAL GEODETIC SURVEY
 LO0437.in June 1991.
 LO0437
 LO0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0437.GEOID18 height accuracy estimate available here.
 LO0437
 LO0437.Click photographs - Photos may exist for this station.
 LO0437
 LO0437.The dynamic height is computed by dividing the NAVD 88
 LO0437.geopotential number by the normal gravity value computed on the
 LO0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0437.degrees latitude (g = 980.6199 gals.).
 LO0437
 LO0437.The modeled gravity was interpolated from observed gravity values.
 LO0437
 LO0437;                    North         East    Units  Estimated Accuracy
 LO0437;SPC UT C     - 2,202,850.      518,100.      MT  (+/- 180 meters Scaled)
 LO0437
 LO0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK755455(NAD 83)
 LO0437
 LO0437                          SUPERSEDED SURVEY CONTROL
 LO0437
 LO0437  NGVD 29 (??/??/92) 2118.762  (m)         6951.31   (f) ADJ UNCH    2 0
 LO0437
 LO0437.Superseded values are not recommended for survey control.
 LO0437
 LO0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0437.See file dsdata.pdf to determine how the superseded data were derived.
 LO0437
 LO0437_MARKER: DB = BENCH MARK DISK
 LO0437_SETTING: 66 = SET IN ROCK OUTCROP
 LO0437_STAMPING: F 54 1934
 LO0437_MARK LOGO: CGS
 LO0437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0437+STABILITY: POSITION/ELEVATION WELL
 LO0437
 LO0437  HISTORY     - Date     Condition        Report By
 LO0437  HISTORY     - 1934     MONUMENTED       CGS
 LO0437
 LO0437                          STATION DESCRIPTION
 LO0437
 LO0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0437'22.8 MI W FROM FRUITLAND.
 LO0437'IN UTAH COUNTY, 22.8 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0437'OFFICE AT FRUITLAND, DUCHESNE COUNTY, THENCE 14.6 MILES SOUTHWEST
 LO0437'ALONG THE ROAD LEADING TO THISTLE.  WEST OF THE ROAD, AT A SCRUB-OAK
 LO0437'GROWTH, AND IN A BOULDER OUTCROP.  A STANDARD DISK, STAMPED F 54 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0319 ***********************************************************************
 KN0319  DESIGNATION -  F 55
 KN0319  PID         -  KN0319
 KN0319  STATE/COUNTY-  UT/UTAH
 KN0319  COUNTRY     -  US
 KN0319  USGS QUAD   -  SANTAQUIN (2017)
 KN0319
 KN0319                         *CURRENT SURVEY CONTROL
 KN0319  ______________________________________________________________________
 KN0319* NAD 83(1986) POSITION- 39 58 56.     (N) 111 48 10.     (W)   SCALED
 KN0319* NAVD 88 ORTHO HEIGHT -  1488.656 (meters)     4884.03  (feet) ADJUSTED
 KN0319  ______________________________________________________________________
 KN0319  GEOID HEIGHT    -        -17.407 (meters)                     GEOID18
 KN0319  DYNAMIC HEIGHT  -       1487.334 (meters)     4879.70  (feet) COMP
 KN0319  MODELED GRAVITY -    979,686.1   (mgal)                       NAVD 88
 KN0319
 KN0319  VERT ORDER      -  SECOND    CLASS 0
 KN0319
 KN0319.The horizontal coordinates were scaled from a map and have
 KN0319.an estimated accuracy of +/- 6 seconds.
 KN0319
 KN0319.The orthometric height was determined by differential leveling and
 KN0319.adjusted by the NATIONAL GEODETIC SURVEY
 KN0319.in June 1991.
 KN0319
 KN0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0319.GEOID18 height accuracy estimate available here.
 KN0319
 KN0319.Click photographs - Photos may exist for this station.
 KN0319
 KN0319.The dynamic height is computed by dividing the NAVD 88
 KN0319.geopotential number by the normal gravity value computed on the
 KN0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0319.degrees latitude (g = 980.6199 gals.).
 KN0319
 KN0319.The modeled gravity was interpolated from observed gravity values.
 KN0319
 KN0319;                    North         East    Units  Estimated Accuracy
 KN0319;SPC UT C     - 2,183,100.      474,140.      MT  (+/- 180 meters Scaled)
 KN0319
 KN0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK314260(NAD 83)
 KN0319
 KN0319                          SUPERSEDED SURVEY CONTROL
 KN0319
 KN0319  NGVD 29 (??/??/92) 1487.584  (m)         4880.52   (f) ADJ UNCH    2 0
 KN0319
 KN0319.Superseded values are not recommended for survey control.
 KN0319
 KN0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0319.See file dsdata.pdf to determine how the superseded data were derived.
 KN0319
 KN0319_MARKER: DB = BENCH MARK DISK
 KN0319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0319_SP_SET: PIER
 KN0319_STAMPING: F 55 1934
 KN0319_MARK LOGO: CGS
 KN0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0319
 KN0319  HISTORY     - Date     Condition        Report By
 KN0319  HISTORY     - 1934     MONUMENTED       CGS
 KN0319
 KN0319                          STATION DESCRIPTION
 KN0319
 KN0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0319'IN SANTAQUIN.
 KN0319'AT SANTAQUIN, UTAH COUNTY, ABOUT 100 YARDS SOUTH OF THE LOS ANGELES
 KN0319'AND SALT LAKE RAILROAD STATION, AT A HIGHWAY VIADUCT OVER THE
 KN0319'RAILROAD, IN THE NORTH CENTRAL PIER, 18 FEET WEST OF THE TRACK, AND
 KN0319'ABOUT 18 INCHES HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED F 55
 KN0319'1934 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0086 ***********************************************************************
 KO0086  DESIGNATION -  F 56
 KO0086  PID         -  KO0086
 KO0086  STATE/COUNTY-  UT/UTAH
 KO0086  COUNTRY     -  US
 KO0086  USGS QUAD   -  EUREKA (2017)
 KO0086
 KO0086                         *CURRENT SURVEY CONTROL
 KO0086  ______________________________________________________________________
 KO0086* NAD 83(1986) POSITION- 39 58 36.     (N) 112 04 14.     (W)   SCALED
 KO0086* NAVD 88 ORTHO HEIGHT -  1863.530 (meters)     6113.93  (feet) ADJUSTED
 KO0086  ______________________________________________________________________
 KO0086  GEOID HEIGHT    -        -17.528 (meters)                     GEOID18
 KO0086  DYNAMIC HEIGHT  -       1861.782 (meters)     6108.20  (feet) COMP
 KO0086  MODELED GRAVITY -    979,621.3   (mgal)                       NAVD 88
 KO0086
 KO0086  VERT ORDER      -  SECOND    CLASS 0
 KO0086
 KO0086.The horizontal coordinates were scaled from a map and have
 KO0086.an estimated accuracy of +/- 6 seconds.
 KO0086
 KO0086.The orthometric height was determined by differential leveling and
 KO0086.adjusted by the NATIONAL GEODETIC SURVEY
 KO0086.in June 1991.
 KO0086
 KO0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0086.GEOID18 height accuracy estimate available here.
 KO0086
 KO0086.Click photographs - Photos may exist for this station.
 KO0086
 KO0086.The dynamic height is computed by dividing the NAVD 88
 KO0086.geopotential number by the normal gravity value computed on the
 KO0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0086.degrees latitude (g = 980.6199 gals.).
 KO0086
 KO0086.The modeled gravity was interpolated from observed gravity values.
 KO0086
 KO0086;                    North         East    Units  Estimated Accuracy
 KO0086;SPC UT C     - 2,182,600.      451,270.      MT  (+/- 180 meters Scaled)
 KO0086
 KO0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK085257(NAD 83)
 KO0086
 KO0086                          SUPERSEDED SURVEY CONTROL
 KO0086
 KO0086.No superseded survey control is available for this station.
 KO0086
 KO0086_MARKER: DB = BENCH MARK DISK
 KO0086_SETTING: 66 = SET IN ROCK OUTCROP
 KO0086_STAMPING: F 56 1934
 KO0086_MARK LOGO: CGS
 KO0086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0086+STABILITY: POSITION/ELEVATION WELL
 KO0086
 KO0086  HISTORY     - Date     Condition        Report By
 KO0086  HISTORY     - 1934     MONUMENTED       CGS
 KO0086
 KO0086                          STATION DESCRIPTION
 KO0086
 KO0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0086'4.1 MI E FROM EUREKA.
 KO0086'IN UTAH COUNTY, ABOUT 4.1 MILES EAST ALONG THE DENVER AND RIO GRANDE
 KO0086'WESTERN RAILROAD FROM THE POST OFFICE AT EUREKA, JUAB COUNTY, IN A
 KO0086'ROCKY CUT ABOUT 200 FEET HIGHER THAN STATE HIGHWAY 26, AT ABOUT THE
 KO0086'CENTER OF THE SOUTH WALL, AND IN THE TOP OF A FLAT AREA ALONG A
 KO0086'PAINTED LEDGE.  A STANDARD DISK, STAMPED F 56 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0129 ***********************************************************************
 HO0129  DESIGNATION -  F 57
 HO0129  PID         -  HO0129
 HO0129  STATE/COUNTY-  UT/KANE
 HO0129  COUNTRY     -  US
 HO0129  USGS QUAD   -  WHITE TOWER (2017)
 HO0129
 HO0129                         *CURRENT SURVEY CONTROL
 HO0129  ______________________________________________________________________
 HO0129* NAD 83(1986) POSITION- 37 09 30.     (N) 112 34 44.     (W)   SCALED
 HO0129* NAVD 88 ORTHO HEIGHT -  1766.863 (meters)     5796.78  (feet) ADJUSTED
 HO0129  ______________________________________________________________________
 HO0129  GEOID HEIGHT    -        -21.852 (meters)                     GEOID18
 HO0129  DYNAMIC HEIGHT  -       1764.771 (meters)     5789.92  (feet) COMP
 HO0129  MODELED GRAVITY -    979,384.0   (mgal)                       NAVD 88
 HO0129
 HO0129  VERT ORDER      -  FIRST     CLASS II
 HO0129
 HO0129.The horizontal coordinates were scaled from a map and have
 HO0129.an estimated accuracy of +/- 6 seconds.
 HO0129
 HO0129.The orthometric height was determined by differential leveling and
 HO0129.adjusted by the NATIONAL GEODETIC SURVEY
 HO0129.in April 2014.
 HO0129
 HO0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0129.GEOID18 height accuracy estimate available here.
 HO0129
 HO0129.Click photographs - Photos may exist for this station.
 HO0129
 HO0129.The dynamic height is computed by dividing the NAVD 88
 HO0129.geopotential number by the normal gravity value computed on the
 HO0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0129.degrees latitude (g = 980.6199 gals.).
 HO0129
 HO0129.The modeled gravity was interpolated from observed gravity values.
 HO0129
 HO0129;                    North         East    Units  Estimated Accuracy
 HO0129;SPC UT S     - 3,055,120.      404,170.      MT  (+/- 180 meters Scaled)
 HO0129
 HO0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG598136(NAD 83)
 HO0129
 HO0129                          SUPERSEDED SURVEY CONTROL
 HO0129
 HO0129  NAVD 88 (??/??/92) 1766.879  (m)         5796.84   (f) SUPERSEDED  3 0
 HO0129  NGVD 29 (??/??/92) 1765.855  (m)         5793.48   (f) ADJ UNCH    1 2
 HO0129
 HO0129.Superseded values are not recommended for survey control.
 HO0129
 HO0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0129.See file dsdata.pdf to determine how the superseded data were derived.
 HO0129
 HO0129_MARKER: DB = BENCH MARK DISK
 HO0129_SETTING: 66 = SET IN ROCK OUTCROP
 HO0129_STAMPING: F 57 1934
 HO0129_MARK LOGO: CGS
 HO0129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0129+STABILITY: POSITION/ELEVATION WELL
 HO0129
 HO0129  HISTORY     - Date     Condition        Report By
 HO0129  HISTORY     - 1934     MONUMENTED       CGS
 HO0129  HISTORY     - 1980     MARK NOT FOUND   USGS
 HO0129  HISTORY     - 1983     MARK NOT FOUND   NGS
 HO0129
 HO0129                          STATION DESCRIPTION
 HO0129
 HO0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0129'8.9 MI NW FROM KANAB.
 HO0129'8.9 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM KANAB, KANE COUNTY, 0.2
 HO0129'MILE WEST OF A CAST IRON PIPE CULVERT WITH CONCRETE HEADWALLS, 2-1/2
 HO0129'POLES SOUTHEAST OF THE CROSSING OF A ROW OF POLES, 100 FEET NORTH OF
 HO0129'THE ROW OF POLES, 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY IN
 HO0129'THE TOP OF A RED SANDSTONE OUTCROP, 1 FOOT NORTH OF THE EDGE, AND 1
 HO0129'FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 57 1934.
 HO0129
 HO0129                          STATION RECOVERY (1980)
 HO0129
 HO0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HO0129'MARK NOT FOUND.
 HO0129
 HO0129                          STATION RECOVERY (1983)
 HO0129
 HO0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0129'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0373 ***********************************************************************
 MS0373  DESIGNATION -  F 59
 MS0373  PID         -  MS0373
 MS0373  STATE/COUNTY-  UT/BOX ELDER
 MS0373  COUNTRY     -  US
 MS0373  USGS QUAD   -  LUCIN NW (2017)
 MS0373
 MS0373                         *CURRENT SURVEY CONTROL
 MS0373  ______________________________________________________________________
 MS0373* NAD 83(1986) POSITION- 41 29 45.     (N) 113 54 21.     (W)   SCALED
 MS0373* NAVD 88 ORTHO HEIGHT -  1479.498 (meters)     4853.99  (feet) ADJUSTED
 MS0373  ______________________________________________________________________
 MS0373  GEOID HEIGHT    -        -16.417 (meters)                     GEOID18
 MS0373  DYNAMIC HEIGHT  -       1478.397 (meters)     4850.37  (feet) COMP
 MS0373  MODELED GRAVITY -    979,827.5   (mgal)                       NAVD 88
 MS0373
 MS0373  VERT ORDER      -  FIRST     CLASS II
 MS0373
 MS0373.The horizontal coordinates were scaled from a map and have
 MS0373.an estimated accuracy of +/- 6 seconds.
 MS0373
 MS0373.The orthometric height was determined by differential leveling and
 MS0373.adjusted by the NATIONAL GEODETIC SURVEY
 MS0373.in June 1991.
 MS0373
 MS0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0373.GEOID18 height accuracy estimate available here.
 MS0373
 MS0373.Click photographs - Photos may exist for this station.
 MS0373
 MS0373.The dynamic height is computed by dividing the NAVD 88
 MS0373.geopotential number by the normal gravity value computed on the
 MS0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0373.degrees latitude (g = 980.6199 gals.).
 MS0373
 MS0373.The modeled gravity was interpolated from observed gravity values.
 MS0373
 MS0373;                    North         East    Units  Estimated Accuracy
 MS0373;SPC UT N     - 1,131,880.      299,140.      MT  (+/- 180 meters Scaled)
 MS0373
 MS0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL574978(NAD 83)
 MS0373
 MS0373                          SUPERSEDED SURVEY CONTROL
 MS0373
 MS0373  NGVD 29 (??/??/92) 1478.416  (m)         4850.44   (f) ADJ UNCH    1 2
 MS0373
 MS0373.Superseded values are not recommended for survey control.
 MS0373
 MS0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0373.See file dsdata.pdf to determine how the superseded data were derived.
 MS0373
 MS0373_MARKER: DB = BENCH MARK DISK
 MS0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0373_STAMPING: F 59 1934
 MS0373_MARK LOGO: CGS
 MS0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0373+STABILITY: SURFACE MOTION
 MS0373
 MS0373  HISTORY     - Date     Condition        Report By
 MS0373  HISTORY     - 1934     MONUMENTED       CGS
 MS0373
 MS0373                          STATION DESCRIPTION
 MS0373
 MS0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0373'10.5 MI N FROM LUCIN.
 MS0373'10.5 MILES NORTH ALONG GROUSE CREEK ROAD FROM THE SOUTHERN PACIFIC CO.
 MS0373'RAILROAD STATION AT LUCIN, BOX ELDER COUNTY, 0.3 MILE NORTH OF A HILL
 MS0373'EAST OF THE ROAD, 75 FEET SOUTHWEST OF A POLE, AND 33 FEET WEST OF THE
 MS0373'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED F 59 1934 AND SET IN
 MS0373'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0264 ***********************************************************************
 MS0264  DESIGNATION -  F 60
 MS0264  PID         -  MS0264
 MS0264  STATE/COUNTY-  UT/BOX ELDER
 MS0264  COUNTRY     -  US
 MS0264  USGS QUAD   -  KELTON PASS SE (2017)
 MS0264
 MS0264                         *CURRENT SURVEY CONTROL
 MS0264  ______________________________________________________________________
 MS0264* NAD 83(1986) POSITION- 41 45 09.     (N) 113 01 58.     (W)   SCALED
 MS0264* NAVD 88 ORTHO HEIGHT -  1286.525 (meters)     4220.87  (feet) ADJUSTED
 MS0264  ______________________________________________________________________
 MS0264  GEOID HEIGHT    -        -15.578 (meters)                     GEOID18
 MS0264  DYNAMIC HEIGHT  -       1285.689 (meters)     4218.13  (feet) COMP
 MS0264  MODELED GRAVITY -    979,928.2   (mgal)                       NAVD 88
 MS0264
 MS0264  VERT ORDER      -  FIRST     CLASS II
 MS0264
 MS0264.The horizontal coordinates were scaled from a map and have
 MS0264.an estimated accuracy of +/- 6 seconds.
 MS0264
 MS0264.The orthometric height was determined by differential leveling and
 MS0264.adjusted by the NATIONAL GEODETIC SURVEY
 MS0264.in June 1991.
 MS0264
 MS0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0264.GEOID18 height accuracy estimate available here.
 MS0264
 MS0264.Click photographs - Photos may exist for this station.
 MS0264
 MS0264.The dynamic height is computed by dividing the NAVD 88
 MS0264.geopotential number by the normal gravity value computed on the
 MS0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0264.degrees latitude (g = 980.6199 gals.).
 MS0264
 MS0264.The modeled gravity was interpolated from observed gravity values.
 MS0264
 MS0264;                    North         East    Units  Estimated Accuracy
 MS0264;SPC UT N     - 1,158,730.      372,530.      MT  (+/- 180 meters Scaled)
 MS0264
 MS0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM309242(NAD 83)
 MS0264
 MS0264                          SUPERSEDED SURVEY CONTROL
 MS0264
 MS0264  NGVD 29 (??/??/92) 1285.545  (m)         4217.66   (f) ADJ UNCH    1 2
 MS0264
 MS0264.Superseded values are not recommended for survey control.
 MS0264
 MS0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0264.See file dsdata.pdf to determine how the superseded data were derived.
 MS0264
 MS0264_MARKER: DB = BENCH MARK DISK
 MS0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0264_STAMPING: F 60 1934
 MS0264_MARK LOGO: CGS
 MS0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0264+STABILITY: SURFACE MOTION
 MS0264
 MS0264  HISTORY     - Date     Condition        Report By
 MS0264  HISTORY     - 1934     MONUMENTED       CGS
 MS0264  HISTORY     - 1953     GOOD             CGS
 MS0264  HISTORY     - 1984     MARK NOT FOUND   NGS
 MS0264
 MS0264                          STATION DESCRIPTION
 MS0264
 MS0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0264'4.2 MI E FROM KELTON.
 MS0264'4.2 MILES EAST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN PACIFIC
 MS0264'COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT KELTON, ON
 MS0264'THE WEST SIDE OF AN ALKALI FLAT NEAR THE WEST END OF A LONG FILL,
 MS0264'2-3/4 POLES WEST OF MILEPOLE 738, IN LINE WITH A ROW OF POLES, 0.2
 MS0264'MILE EAST OF A SMALL WOODEN BRIDGE, 0.1 MILE WEST OF A 3- BY 2-FOOT
 MS0264'WOODEN BOX CULVERT, 154 FEET EAST OF TELEPHONE POLE 35B, 40 FEET NORTH
 MS0264'OF THE CENTER LINE OF THE ROAD, 35 FEET EAST OF A TELEPHONE POLE
 MS0264'MARKED BY THE WHITE PAINTED LETTERS BM, 1.6 FEET SOUTH OF A WITNESS
 MS0264'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MS0264'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 MS0264
 MS0264                          STATION RECOVERY (1984)
 MS0264
 MS0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0264'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0267 ***********************************************************************
 MR0267  DESIGNATION -  F 61
 MR0267  PID         -  MR0267
 MR0267  STATE/COUNTY-  UT/RICH
 MR0267  COUNTRY     -  US
 MR0267  USGS QUAD   -  RANDOLPH (2017)
 MR0267
 MR0267                         *CURRENT SURVEY CONTROL
 MR0267  ______________________________________________________________________
 MR0267* NAD 83(1986) POSITION- 41 42 18.     (N) 111 09 34.     (W)   SCALED
 MR0267* NAVD 88 ORTHO HEIGHT -  1912.237 (meters)     6273.73  (feet) ADJUSTED
 MR0267  ______________________________________________________________________
 MR0267  GEOID HEIGHT    -        -14.803 (meters)                     GEOID18
 MR0267  DYNAMIC HEIGHT  -       1910.630 (meters)     6268.46  (feet) COMP
 MR0267  MODELED GRAVITY -    979,714.8   (mgal)                       NAVD 88
 MR0267
 MR0267  VERT ORDER      -  SECOND    CLASS 0
 MR0267
 MR0267.The horizontal coordinates were scaled from a map and have
 MR0267.an estimated accuracy of +/- 6 seconds.
 MR0267
 MR0267.The orthometric height was determined by differential leveling and
 MR0267.adjusted by the NATIONAL GEODETIC SURVEY
 MR0267.in June 1991.
 MR0267
 MR0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0267.GEOID18 height accuracy estimate available here.
 MR0267
 MR0267.Click photographs - Photos may exist for this station.
 MR0267
 MR0267.The dynamic height is computed by dividing the NAVD 88
 MR0267.geopotential number by the normal gravity value computed on the
 MR0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0267.degrees latitude (g = 980.6199 gals.).
 MR0267
 MR0267.The modeled gravity was interpolated from observed gravity values.
 MR0267
 MR0267;                    North         East    Units  Estimated Accuracy
 MR0267;SPC UT N     - 1,152,380.      528,350.      MT  (+/- 180 meters Scaled)
 MR0267
 MR0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM867170(NAD 83)
 MR0267
 MR0267                          SUPERSEDED SURVEY CONTROL
 MR0267
 MR0267  NGVD 29 (??/??/92) 1910.934  (m)         6269.46   (f) ADJ UNCH    2 0
 MR0267
 MR0267.Superseded values are not recommended for survey control.
 MR0267
 MR0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0267.See file dsdata.pdf to determine how the superseded data were derived.
 MR0267
 MR0267_MARKER: DB = BENCH MARK DISK
 MR0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0267_SP_SET: BRIDGE
 MR0267_STAMPING: F-61 1934
 MR0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0267
 MR0267  HISTORY     - Date     Condition        Report By
 MR0267  HISTORY     - 1934     MONUMENTED       CGS
 MR0267
 MR0267                          STATION DESCRIPTION
 MR0267
 MR0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0267'3.3 MI N FROM RANDOLPH.
 MR0267'3.3 MILES NORTH OF RICH COUNTY COURT HOUSE, ALONG STATE HWY. 3. BRONZE
 MR0267'TABLET SET IN NORTHEAST WING WALL OF CONCRETE HIGHWAY BRIDGE OVER
 MR0267'CANAL.  170 FEET SOUTH OF POWER LINE POLE.  105 FEET SOUTHWEST OF GATE
 MR0267'TO T.H. JACKSON RANCH HOUSE.  18 FEET EAST OF CENTERLINE OF STATE HWY.
 MR0267'3.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0268 ***********************************************************************
 MR0268  DESIGNATION -  F 61 RESET
 MR0268  PID         -  MR0268
 MR0268  STATE/COUNTY-  UT/RICH
 MR0268  COUNTRY     -  US
 MR0268  USGS QUAD   -  RANDOLPH (2017)
 MR0268
 MR0268                         *CURRENT SURVEY CONTROL
 MR0268  ______________________________________________________________________
 MR0268* NAD 83(1986) POSITION- 41 42 19.     (N) 111 09 34.     (W)   SCALED
 MR0268* NAVD 88 ORTHO HEIGHT -  1912.77  (+/-2cm)     6275.5   (feet) VERTCON3
 MR0268  ______________________________________________________________________
 MR0268  GEOID HEIGHT    -        -14.802 (meters)                     GEOID18
 MR0268  VERT ORDER      -  THIRD (See Below)
 MR0268
 MR0268.The horizontal coordinates were scaled from a map and have
 MR0268.an estimated accuracy of +/- 6 seconds.
 MR0268
 MR0268.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0268
 MR0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0268.GEOID18 height accuracy estimate available here.
 MR0268
 MR0268.The vertical order pertains to the NGVD 29 superseded value.
 MR0268
 MR0268.Click photographs - Photos may exist for this station.
 MR0268
 MR0268;                    North         East    Units  Estimated Accuracy
 MR0268;SPC UT N     - 1,152,410.      528,350.      MT  (+/- 180 meters Scaled)
 MR0268
 MR0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM867170(NAD 83)
 MR0268
 MR0268                          SUPERSEDED SURVEY CONTROL
 MR0268
 MR0268  NGVD 29 (??/??/??) 1911.47   (m)         6271.2    (f) RESET       3  
 MR0268
 MR0268.Superseded values are not recommended for survey control.
 MR0268
 MR0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0268.See file dsdata.pdf to determine how the superseded data were derived.
 MR0268
 MR0268_MARKER: DD = SURVEY DISK
 MR0268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0268_SP_SET: BRIDGE
 MR0268_STAMPING: F 61 RESET 1939
 MR0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0268
 MR0268  HISTORY     - Date     Condition        Report By
 MR0268  HISTORY     - 1939     MONUMENTED       CGS
 MR0268  HISTORY     - 1979     GOOD             LOCENG
 MR0268
 MR0268                          STATION DESCRIPTION
 MR0268
 MR0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 MR0268'3.3 MI N FROM RANDOLPH.
 MR0268'3.3 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE COUNTY COURTHOUSE AT A
 MR0268'HIGHWAY BRIDGE OVER A CANAL, IN THE TOP OF THE NORTHEAST WING WALL,
 MR0268'ABOUT 170 FEET SOUTH OF A POWER-TRANSMISSION LINE POLE, 105 FEET
 MR0268'SOUTHWEST OF A GATE TO THE T.H. JACKSON RANCH HOUSE, AND 18 FEET EAST
 MR0268'OF THE CENTER LINE OF THE HIGHWAY.
 MR0268
 MR0268                          STATION RECOVERY (1979)
 MR0268
 MR0268'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 MR0268'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0215 ***********************************************************************
 HM0215  DESIGNATION -  F 63
 HM0215  PID         -  HM0215
 HM0215  STATE/COUNTY-  UT/SAN JUAN
 HM0215  COUNTRY     -  US
 HM0215  USGS QUAD   -  HATCH TRADING POST (2017)
 HM0215
 HM0215                         *CURRENT SURVEY CONTROL
 HM0215  ______________________________________________________________________
 HM0215* NAD 83(1986) POSITION- 37 23 58.     (N) 109 10 12.     (W)   SCALED
 HM0215* NAVD 88 ORTHO HEIGHT -  1491.958 (meters)     4894.87  (feet) ADJUSTED
 HM0215  ______________________________________________________________________
 HM0215  GEOID HEIGHT    -        -20.493 (meters)                     GEOID18
 HM0215  DYNAMIC HEIGHT  -       1490.268 (meters)     4889.32  (feet) COMP
 HM0215  MODELED GRAVITY -    979,445.8   (mgal)                       NAVD 88
 HM0215
 HM0215  VERT ORDER      -  FIRST     CLASS II
 HM0215
 HM0215.The horizontal coordinates were scaled from a map and have
 HM0215.an estimated accuracy of +/- 6 seconds.
 HM0215
 HM0215.The orthometric height was determined by differential leveling and
 HM0215.adjusted by the NATIONAL GEODETIC SURVEY
 HM0215.in June 1991.
 HM0215
 HM0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0215.GEOID18 height accuracy estimate available here.
 HM0215
 HM0215.Click photographs - Photos may exist for this station.
 HM0215
 HM0215.The dynamic height is computed by dividing the NAVD 88
 HM0215.geopotential number by the normal gravity value computed on the
 HM0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0215.degrees latitude (g = 980.6199 gals.).
 HM0215
 HM0215.The modeled gravity was interpolated from observed gravity values.
 HM0215
 HM0215;                    North         East    Units  Estimated Accuracy
 HM0215;SPC UT S     - 3,083,900.      706,280.      MT  (+/- 180 meters Scaled)
 HM0215
 HM0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG619407(NAD 83)
 HM0215
 HM0215                          SUPERSEDED SURVEY CONTROL
 HM0215
 HM0215  NGVD 29 (??/??/92) 1490.966  (m)         4891.61   (f) ADJ UNCH    1 2
 HM0215
 HM0215.Superseded values are not recommended for survey control.
 HM0215
 HM0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0215.See file dsdata.pdf to determine how the superseded data were derived.
 HM0215
 HM0215_MARKER: DB = BENCH MARK DISK
 HM0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0215_STAMPING: F 63 1934
 HM0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0215+STABILITY: SURFACE MOTION
 HM0215
 HM0215  HISTORY     - Date     Condition        Report By
 HM0215  HISTORY     - 1934     MONUMENTED       CGS
 HM0215  HISTORY     - 1984     MARK NOT FOUND   NGS
 HM0215
 HM0215                          STATION DESCRIPTION
 HM0215
 HM0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0215'11 MI N FROM BLUFF.
 HM0215'ABOUT 11 MILES NORTH ALONG THE ROAD LEADING TO MONTICELLO FROM BLUFF,
 HM0215'SAN JUAN COUNTY, THENCE ABOUT 19.3 MILES EAST ALONG THE ROAD LEADING
 HM0215'TO CORTEZ, COLORADO, IN BLACK STEER PARK ABOUT 3.6 MILES EAST OF THE
 HM0215'HATCH TRADING POST, AND 15 FEET SOUTH OF THE CENTER LINE OF THE ROAD.
 HM0215'A STANDARD DISK, STAMPED F 63 1934 AND SET IN THE TOP OF A CONCRETE
 HM0215'POST.  NOTE-- MILEAGE IS CORRECT, BUT IT APPLIES TO A SECTION OF OLD
 HM0215'ROAD.  BM IS 395 FEET SOUTH OF A POINT WHERE NEW ROAD CROSSES DRAIN.
 HM0215
 HM0215                          STATION RECOVERY (1984)
 HM0215
 HM0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0215'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0301 ***********************************************************************
 LN0301  DESIGNATION -  F 64
 LN0301  PID         -  LN0301
 LN0301  STATE/COUNTY-  UT/UINTAH
 LN0301  COUNTRY     -  US
 LN0301  USGS QUAD   -  VERNAL SW (2017)
 LN0301
 LN0301                         *CURRENT SURVEY CONTROL
 LN0301  ______________________________________________________________________
 LN0301* NAD 83(1986) POSITION- 40 20 11.     (N) 109 38 06.     (W)   SCALED
 LN0301* NAVD 88 ORTHO HEIGHT -  1515.685 (meters)     4972.71  (feet) ADJUSTED
 LN0301  ______________________________________________________________________
 LN0301  GEOID HEIGHT    -        -17.508 (meters)                     GEOID18
 LN0301  DYNAMIC HEIGHT  -       1514.296 (meters)     4968.15  (feet) COMP
 LN0301  MODELED GRAVITY -    979,657.3   (mgal)                       NAVD 88
 LN0301
 LN0301  VERT ORDER      -  FIRST     CLASS II
 LN0301
 LN0301.The horizontal coordinates were scaled from a map and have
 LN0301.an estimated accuracy of +/- 6 seconds.
 LN0301
 LN0301.The orthometric height was determined by differential leveling and
 LN0301.adjusted by the NATIONAL GEODETIC SURVEY
 LN0301.in June 1991.
 LN0301
 LN0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0301.GEOID18 height accuracy estimate available here.
 LN0301
 LN0301.Click photographs - Photos may exist for this station.
 LN0301
 LN0301.The dynamic height is computed by dividing the NAVD 88
 LN0301.geopotential number by the normal gravity value computed on the
 LN0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0301.degrees latitude (g = 980.6199 gals.).
 LN0301
 LN0301.The modeled gravity was interpolated from observed gravity values.
 LN0301
 LN0301;                    North         East    Units  Estimated Accuracy
 LN0301;SPC UT C     - 2,224,030.      658,450.      MT  (+/- 180 meters Scaled)
 LN0301
 LN0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK159659(NAD 83)
 LN0301
 LN0301                          SUPERSEDED SURVEY CONTROL
 LN0301
 LN0301  NGVD 29 (??/??/92) 1514.456  (m)         4968.68   (f) ADJ UNCH    1 2
 LN0301
 LN0301.Superseded values are not recommended for survey control.
 LN0301
 LN0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0301.See file dsdata.pdf to determine how the superseded data were derived.
 LN0301
 LN0301_MARKER: DB = BENCH MARK DISK
 LN0301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LN0301_SP_SET: BRIDGE
 LN0301_STAMPING: F 64 1934
 LN0301_MARK LOGO: CGS
 LN0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0301
 LN0301  HISTORY     - Date     Condition        Report By
 LN0301  HISTORY     - 1934     MONUMENTED       CGS
 LN0301
 LN0301                          STATION DESCRIPTION
 LN0301
 LN0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0301'12.0 MI W FROM VERNAL.
 LN0301'12.0 MILES WEST ALONG U.S. HIGHWAY 40 FROM VERNAL, UINTAH COUNTY, AT A
 LN0301'CONCRETE BRIDGE, IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT, AND
 LN0301'3.4 FEET NORTH OF THE NORTH CURB LINE.  A STANDARD DISK, STAMPED F 64
 LN0301'1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0082 ***********************************************************************
 LP0082  DESIGNATION -  F 67
 LP0082  PID         -  LP0082
 LP0082  STATE/COUNTY-  UT/TOOELE
 LP0082  COUNTRY     -  US
 LP0082  USGS QUAD   -  CAMELS BACK RIDGE NW (2017)
 LP0082
 LP0082                         *CURRENT SURVEY CONTROL
 LP0082  ______________________________________________________________________
 LP0082* NAD 83(1986) POSITION- 40 10 52.     (N) 112 55 56.     (W)   SCALED
 LP0082* NAVD 88 ORTHO HEIGHT -  1322.430 (meters)     4338.67  (feet) ADJUSTED
 LP0082  ______________________________________________________________________
 LP0082  GEOID HEIGHT    -        -18.551 (meters)                     GEOID18
 LP0082  DYNAMIC HEIGHT  -       1321.342 (meters)     4335.10  (feet) COMP
 LP0082  MODELED GRAVITY -    979,757.4   (mgal)                       NAVD 88
 LP0082
 LP0082  VERT ORDER      -  FIRST     CLASS II
 LP0082
 LP0082.The horizontal coordinates were scaled from a map and have
 LP0082.an estimated accuracy of +/- 6 seconds.
 LP0082
 LP0082.The orthometric height was determined by differential leveling and
 LP0082.adjusted by the NATIONAL GEODETIC SURVEY
 LP0082.in June 1991.
 LP0082
 LP0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0082.GEOID18 height accuracy estimate available here.
 LP0082
 LP0082.Click photographs - Photos may exist for this station.
 LP0082
 LP0082.The dynamic height is computed by dividing the NAVD 88
 LP0082.geopotential number by the normal gravity value computed on the
 LP0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0082.degrees latitude (g = 980.6199 gals.).
 LP0082
 LP0082.The modeled gravity was interpolated from observed gravity values.
 LP0082
 LP0082;                    North         East    Units  Estimated Accuracy
 LP0082;SPC UT C     - 2,206,120.      378,040.      MT  (+/- 180 meters Scaled)
 LP0082
 LP0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK354496(NAD 83)
 LP0082
 LP0082                          SUPERSEDED SURVEY CONTROL
 LP0082
 LP0082  NGVD 29 (??/??/92) 1321.389  (m)         4335.26   (f) ADJ UNCH    1 2
 LP0082
 LP0082.Superseded values are not recommended for survey control.
 LP0082
 LP0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0082.See file dsdata.pdf to determine how the superseded data were derived.
 LP0082
 LP0082_MARKER: DB = BENCH MARK DISK
 LP0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0082_STAMPING: F 67 1934
 LP0082_MARK LOGO: CGS
 LP0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0082+STABILITY: SURFACE MOTION
 LP0082
 LP0082  HISTORY     - Date     Condition        Report By
 LP0082  HISTORY     - 1934     MONUMENTED       CGS
 LP0082  HISTORY     - 19890523 GOOD             USGS
 LP0082
 LP0082                          STATION DESCRIPTION
 LP0082
 LP0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0082'16.0 MI W FROM ORRS RANCH.
 LP0082'ABOUT 16.0 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0082'TOOELE COUNTY, ABOUT 1,000 YARDS WEST OF THE JUNCTION WITH A ROAD
 LP0082'LEADING TO FISH SPRINGS, AND 32 FEET NORTH OF THE HIGHWAY.  A STANDARD
 LP0082'DISK, STAMPED F 67 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LP0082
 LP0082                          STATION RECOVERY (1989)
 LP0082
 LP0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (SDC)
 LP0082'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0167 ***********************************************************************
 LP0167  DESIGNATION -  F 68
 LP0167  PID         -  LP0167
 LP0167  STATE/COUNTY-  UT/TOOELE
 LP0167  COUNTRY     -  US
 LP0167  USGS QUAD   -  GOSHUTE WASH (2017)
 LP0167
 LP0167                         *CURRENT SURVEY CONTROL
 LP0167  ______________________________________________________________________
 LP0167* NAD 83(1986) POSITION- 40 06 46.     (N) 113 44 10.     (W)   SCALED
 LP0167* NAVD 88 ORTHO HEIGHT -  1384.197 (meters)     4541.32  (feet) ADJUSTED
 LP0167  ______________________________________________________________________
 LP0167  GEOID HEIGHT    -        -19.060 (meters)                     GEOID18
 LP0167  DYNAMIC HEIGHT  -       1383.030 (meters)     4537.49  (feet) COMP
 LP0167  MODELED GRAVITY -    979,734.3   (mgal)                       NAVD 88
 LP0167
 LP0167  VERT ORDER      -  FIRST     CLASS II
 LP0167
 LP0167.The horizontal coordinates were scaled from a map and have
 LP0167.an estimated accuracy of +/- 6 seconds.
 LP0167
 LP0167.The orthometric height was determined by differential leveling and
 LP0167.adjusted by the NATIONAL GEODETIC SURVEY
 LP0167.in June 1991.
 LP0167
 LP0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0167.GEOID18 height accuracy estimate available here.
 LP0167
 LP0167.Click photographs - Photos may exist for this station.
 LP0167
 LP0167.The dynamic height is computed by dividing the NAVD 88
 LP0167.geopotential number by the normal gravity value computed on the
 LP0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0167.degrees latitude (g = 980.6199 gals.).
 LP0167
 LP0167.The modeled gravity was interpolated from observed gravity values.
 LP0167
 LP0167;                    North         East    Units  Estimated Accuracy
 LP0167;SPC UT C     - 2,199,940.      309,400.      MT  (+/- 180 meters Scaled)
 LP0167
 LP0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK668438(NAD 83)
 LP0167
 LP0167                          SUPERSEDED SURVEY CONTROL
 LP0167
 LP0167  NGVD 29 (??/??/92) 1383.153  (m)         4537.89   (f) ADJ UNCH    1 2
 LP0167
 LP0167.Superseded values are not recommended for survey control.
 LP0167
 LP0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0167.See file dsdata.pdf to determine how the superseded data were derived.
 LP0167
 LP0167_MARKER: DB = BENCH MARK DISK
 LP0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0167_STAMPING: F 68 1934
 LP0167_MARK LOGO: CGS
 LP0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0167+STABILITY: SURFACE MOTION
 LP0167
 LP0167  HISTORY     - Date     Condition        Report By
 LP0167  HISTORY     - 1934     MONUMENTED       CGS
 LP0167
 LP0167                          STATION DESCRIPTION
 LP0167
 LP0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0167'7.7 MI E FROM GOLD HILL.
 LP0167'ABOUT 7.7 MILES EAST ALONG THE OLD LINCOLN HIGHWAY FROM GOLD HILL,
 LP0167'TOOELE COUNTY, ABOUT 420 FEET EAST OF A SMALL WASH ACROSS THE ROAD, AT
 LP0167'THE TOP OF A VERY SMALL NORTH-AND-SOUTH RIDGE, AND 29 FEET SOUTH OF
 LP0167'THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED F 68 1934 AND
 LP0167'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0343 ***********************************************************************
 KO0343  DESIGNATION -  F 74
 KO0343  PID         -  KO0343
 KO0343  STATE/COUNTY-  UT/MILLARD
 KO0343  COUNTRY     -  US
 KO0343  USGS QUAD   -  CHALK KNOLLS (2017)
 KO0343
 KO0343                         *CURRENT SURVEY CONTROL
 KO0343  ______________________________________________________________________
 KO0343* NAD 83(1986) POSITION- 39 18 53.     (N) 113 34 52.     (W)   SCALED
 KO0343* NAVD 88 ORTHO HEIGHT -  1432.679 (meters)     4700.38  (feet) ADJUSTED
 KO0343  ______________________________________________________________________
 KO0343  GEOID HEIGHT    -        -19.963 (meters)                     GEOID18
 KO0343  DYNAMIC HEIGHT  -       1431.350 (meters)     4696.02  (feet) COMP
 KO0343  MODELED GRAVITY -    979,649.4   (mgal)                       NAVD 88
 KO0343
 KO0343  VERT ORDER      -  SECOND    CLASS 0
 KO0343
 KO0343.The horizontal coordinates were scaled from a map and have
 KO0343.an estimated accuracy of +/- 6 seconds.
 KO0343
 KO0343.The orthometric height was determined by differential leveling and
 KO0343.adjusted by the NATIONAL GEODETIC SURVEY
 KO0343.in June 1991.
 KO0343
 KO0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0343.GEOID18 height accuracy estimate available here.
 KO0343
 KO0343.Click photographs - Photos may exist for this station.
 KO0343
 KO0343.The dynamic height is computed by dividing the NAVD 88
 KO0343.geopotential number by the normal gravity value computed on the
 KO0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0343.degrees latitude (g = 980.6199 gals.).
 KO0343
 KO0343.The modeled gravity was interpolated from observed gravity values.
 KO0343
 KO0343;                    North         East    Units  Estimated Accuracy
 KO0343;SPC UT C     - 2,111,040.      320,550.      MT  (+/- 180 meters Scaled)
 KO0343
 KO0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ774548(NAD 83)
 KO0343
 KO0343                          SUPERSEDED SURVEY CONTROL
 KO0343
 KO0343  NGVD 29 (??/??/92) 1431.575  (m)         4696.76   (f) ADJ UNCH    2 0
 KO0343
 KO0343.Superseded values are not recommended for survey control.
 KO0343
 KO0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0343.See file dsdata.pdf to determine how the superseded data were derived.
 KO0343
 KO0343_MARKER: DB = BENCH MARK DISK
 KO0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0343_STAMPING: F 74 1934
 KO0343_MARK LOGO: CGS
 KO0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0343+STABILITY: SURFACE MOTION
 KO0343
 KO0343  HISTORY     - Date     Condition        Report By
 KO0343  HISTORY     - 1934     MONUMENTED       CGS
 KO0343  HISTORY     - 1958     GOOD             USGS
 KO0343
 KO0343                          STATION DESCRIPTION
 KO0343
 KO0343'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 KO0343'25.2 MI E FROM ROBINSONS RANCH.
 KO0343'25.2 MILES EAST ALONG OLD U.S. HIGHWAY 6 FROM ROBINSONS RANCH, MILLARD
 KO0343'COUNTY, 72 FEET EAST OF A NORTH-SOUTH DRY WASH, AND 57 FEET SOUTH OF
 KO0343'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK STAMPED F-74 1934 AND
 KO0343'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0351 ***********************************************************************
 KO0351  DESIGNATION -  F 75
 KO0351  PID         -  KO0351
 KO0351  STATE/COUNTY-  UT/MILLARD
 KO0351  COUNTRY     -  US
 KO0351  USGS QUAD   -  GANDY (2017)
 KO0351
 KO0351                         *CURRENT SURVEY CONTROL
 KO0351  ______________________________________________________________________
 KO0351* NAD 83(1986) POSITION- 39 28 02.     (N) 113 59 20.     (W)   SCALED
 KO0351* NAVD 88 ORTHO HEIGHT -  1527.453 (meters)     5011.32  (feet) ADJUSTED
 KO0351  ______________________________________________________________________
 KO0351  GEOID HEIGHT    -        -19.955 (meters)                     GEOID18
 KO0351  DYNAMIC HEIGHT  -       1525.992 (meters)     5006.53  (feet) COMP
 KO0351  MODELED GRAVITY -    979,617.4   (mgal)                       NAVD 88
 KO0351
 KO0351  VERT ORDER      -  SECOND    CLASS 0
 KO0351
 KO0351.The horizontal coordinates were scaled from a map and have
 KO0351.an estimated accuracy of +/- 6 seconds.
 KO0351
 KO0351.The orthometric height was determined by differential leveling and
 KO0351.adjusted by the NATIONAL GEODETIC SURVEY
 KO0351.in June 1991.
 KO0351
 KO0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0351.GEOID18 height accuracy estimate available here.
 KO0351
 KO0351.Click photographs - Photos may exist for this station.
 KO0351
 KO0351.The dynamic height is computed by dividing the NAVD 88
 KO0351.geopotential number by the normal gravity value computed on the
 KO0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0351.degrees latitude (g = 980.6199 gals.).
 KO0351
 KO0351.The modeled gravity was interpolated from observed gravity values.
 KO0351
 KO0351;                    North         East    Units  Estimated Accuracy
 KO0351;SPC UT C     - 2,128,860.      285,870.      MT  (+/- 180 meters Scaled)
 KO0351
 KO0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ428728(NAD 83)
 KO0351
 KO0351                          SUPERSEDED SURVEY CONTROL
 KO0351
 KO0351  NGVD 29 (??/??/92) 1526.331  (m)         5007.64   (f) ADJ UNCH    2 0
 KO0351
 KO0351.Superseded values are not recommended for survey control.
 KO0351
 KO0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0351.See file dsdata.pdf to determine how the superseded data were derived.
 KO0351
 KO0351_MARKER: DB = BENCH MARK DISK
 KO0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0351_STAMPING: F 75 1934
 KO0351_MARK LOGO: CGS
 KO0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0351+STABILITY: SURFACE MOTION
 KO0351
 KO0351  HISTORY     - Date     Condition        Report By
 KO0351  HISTORY     - 1934     MONUMENTED       CGS
 KO0351
 KO0351                          STATION DESCRIPTION
 KO0351
 KO0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0351'17.3 MI N FROM ROBINSON RANCH.
 KO0351'17.3 MILES NORTH ALONG THE ROAD LEADING TO TROUT CREEK FROM ROBINSON
 KO0351'RANCH, 54 FEET WEST OF THE JUNCTION WITH AN EAST-AND-WEST ROAD, AND 54
 KO0351'FEET WEST OF THE CENTER LINE OF THE MAIN ROAD.  SET IN THE TOP OF A
 KO0351'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0192 ***********************************************************************
 LP0192  DESIGNATION -  F 76
 LP0192  PID         -  LP0192
 LP0192  STATE/COUNTY-  UT/TOOELE
 LP0192  COUNTRY     -  US
 LP0192  USGS QUAD   -  CLIFTON (2017)
 LP0192
 LP0192                         *CURRENT SURVEY CONTROL
 LP0192  ______________________________________________________________________
 LP0192* NAD 83(1986) POSITION- 40 00 33.     (N) 113 46 00.     (W)   SCALED
 LP0192* NAVD 88 ORTHO HEIGHT -  1501.690 (meters)     4926.79  (feet) ADJUSTED
 LP0192  ______________________________________________________________________
 LP0192  GEOID HEIGHT    -        -19.074 (meters)                     GEOID18
 LP0192  DYNAMIC HEIGHT  -       1500.377 (meters)     4922.49  (feet) COMP
 LP0192  MODELED GRAVITY -    979,699.0   (mgal)                       NAVD 88
 LP0192
 LP0192  VERT ORDER      -  SECOND    CLASS 0
 LP0192
 LP0192.The horizontal coordinates were scaled from a map and have
 LP0192.an estimated accuracy of +/- 6 seconds.
 LP0192
 LP0192.The orthometric height was determined by differential leveling and
 LP0192.adjusted by the NATIONAL GEODETIC SURVEY
 LP0192.in June 1991.
 LP0192
 LP0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0192.GEOID18 height accuracy estimate available here.
 LP0192
 LP0192.Click photographs - Photos may exist for this station.
 LP0192
 LP0192.The dynamic height is computed by dividing the NAVD 88
 LP0192.geopotential number by the normal gravity value computed on the
 LP0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0192.degrees latitude (g = 980.6199 gals.).
 LP0192
 LP0192.The modeled gravity was interpolated from observed gravity values.
 LP0192
 LP0192;                    North         East    Units  Estimated Accuracy
 LP0192;SPC UT C     - 2,188,500.      306,510.      MT  (+/- 180 meters Scaled)
 LP0192
 LP0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK638324(NAD 83)
 LP0192
 LP0192                          SUPERSEDED SURVEY CONTROL
 LP0192
 LP0192  NGVD 29 (??/??/92) 1500.641  (m)         4923.35   (f) ADJ UNCH    2 0
 LP0192
 LP0192.Superseded values are not recommended for survey control.
 LP0192
 LP0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0192.See file dsdata.pdf to determine how the superseded data were derived.
 LP0192
 LP0192_MARKER: DB = BENCH MARK DISK
 LP0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0192_STAMPING: F 76 1934
 LP0192_MARK LOGO: CGS
 LP0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0192+STABILITY: SURFACE MOTION
 LP0192
 LP0192  HISTORY     - Date     Condition        Report By
 LP0192  HISTORY     - 1934     MONUMENTED       CGS
 LP0192
 LP0192                          STATION DESCRIPTION
 LP0192
 LP0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0192'8.5 MI N FROM CALLAO.
 LP0192'IN TOOELE COUNTY, 8.5 MILES NORTH ALONG THE ROAD LEADING TO GOLD HILL
 LP0192'FROM THE ROAD JUNCTION WEST OF CALLAO, 210 FEET NORTHWEST OF A CURVE
 LP0192'AROUND A LARGE ROUND ROCKY HILL, 172 FEET EAST OF A SMALL DRY
 LP0192'NORTHWEST-AND-SOUTHEAST WASH, AND 42 FEET WEST OF THE CENTER LINE OF
 LP0192'THE ROAD.  SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0063 ***********************************************************************
 LQ0063  DESIGNATION -  F 77
 LQ0063  PID         -  LQ0063
 LQ0063  STATE/COUNTY-  UT/TOOELE
 LQ0063  COUNTRY     -  US
 LQ0063  USGS QUAD   -  WENDOVER SE (2018)
 LQ0063
 LQ0063                         *CURRENT SURVEY CONTROL
 LQ0063  ______________________________________________________________________
 LQ0063* NAD 83(1986) POSITION- 40 36 41.     (N) 114 02 41.     (W)   SCALED
 LQ0063* NAVD 88 ORTHO HEIGHT -  1288.848 (meters)     4228.50  (feet) ADJUSTED
 LQ0063  ______________________________________________________________________
 LQ0063  GEOID HEIGHT    -        -18.469 (meters)                     GEOID18
 LQ0063  DYNAMIC HEIGHT  -       1287.842 (meters)     4225.20  (feet) COMP
 LQ0063  MODELED GRAVITY -    979,800.4   (mgal)                       NAVD 88
 LQ0063
 LQ0063  VERT ORDER      -  SECOND    CLASS 0
 LQ0063
 LQ0063.The horizontal coordinates were scaled from a map and have
 LQ0063.an estimated accuracy of +/- 6 seconds.
 LQ0063
 LQ0063.The orthometric height was determined by differential leveling and
 LQ0063.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0063.in June 1991.
 LQ0063
 LQ0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0063.GEOID18 height accuracy estimate available here.
 LQ0063
 LQ0063.Click photographs - Photos may exist for this station.
 LQ0063
 LQ0063.The dynamic height is computed by dividing the NAVD 88
 LQ0063.geopotential number by the normal gravity value computed on the
 LQ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0063.degrees latitude (g = 980.6199 gals.).
 LQ0063
 LQ0063.The modeled gravity was interpolated from observed gravity values.
 LQ0063
 LQ0063;                    North         East    Units  Estimated Accuracy
 LQ0063;SPC UT C     - 2,255,980.      284,680.      MT  (+/- 180 meters Scaled)
 LQ0063
 LQ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE500998(NAD 83)
 LQ0063
 LQ0063                          SUPERSEDED SURVEY CONTROL
 LQ0063
 LQ0063  NGVD 29 (??/??/92) 1287.885  (m)         4225.34   (f) ADJ UNCH    2 0
 LQ0063
 LQ0063.Superseded values are not recommended for survey control.
 LQ0063
 LQ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0063.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0063
 LQ0063_MARKER: DB = BENCH MARK DISK
 LQ0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0063_STAMPING: F 77 1934
 LQ0063_MARK LOGO: CGS
 LQ0063_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0063+STABILITY: SURFACE MOTION
 LQ0063
 LQ0063  HISTORY     - Date     Condition        Report By
 LQ0063  HISTORY     - 1934     MONUMENTED       CGS
 LQ0063  HISTORY     - 19910826 GOOD             DOD
 LQ0063
 LQ0063                          STATION DESCRIPTION
 LQ0063
 LQ0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LQ0063'8.6 MI S FROM WENDOVER.
 LQ0063'8.6 MILES SOUTH ALONG THE DEEP CREEK RAILROAD FROM THE TRI-STATE
 LQ0063'MERCANTILE CO. STORE AT WENDOVER, TOOELE COUNTY, ABOUT 65 FEET WEST OF
 LQ0063'MILEPOST 9, 30 FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 2
 LQ0063'FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED F 77 1934 AND SET
 LQ0063'IN THE TOP OF A CONCRETE POST.
 LQ0063
 LQ0063                          STATION RECOVERY (1991)
 LQ0063
 LQ0063'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1991 (RFA)
 LQ0063'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0258 ***********************************************************************
 KO0258  DESIGNATION -  F 78
 KO0258  PID         -  KO0258
 KO0258  STATE/COUNTY-  UT/MILLARD
 KO0258  COUNTRY     -  US
 KO0258  USGS QUAD   -  SMELTER KNOLLS EAST (2017)
 KO0258
 KO0258                         *CURRENT SURVEY CONTROL
 KO0258  ______________________________________________________________________
 KO0258* NAD 83(1986) POSITION- 39 25 07.     (N) 112 46 04.     (W)   SCALED
 KO0258* NAVD 88 ORTHO HEIGHT -  1394.298 (meters)     4574.46  (feet) ADJUSTED
 KO0258  ______________________________________________________________________
 KO0258  GEOID HEIGHT    -        -19.688 (meters)                     GEOID18
 KO0258  DYNAMIC HEIGHT  -       1393.024 (meters)     4570.28  (feet) COMP
 KO0258  MODELED GRAVITY -    979,664.8   (mgal)                       NAVD 88
 KO0258
 KO0258  VERT ORDER      -  SECOND    CLASS 0
 KO0258
 KO0258.The horizontal coordinates were scaled from a map and have
 KO0258.an estimated accuracy of +/- 6 seconds.
 KO0258
 KO0258.The orthometric height was determined by differential leveling and
 KO0258.adjusted by the NATIONAL GEODETIC SURVEY
 KO0258.in June 1991.
 KO0258
 KO0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0258.GEOID18 height accuracy estimate available here.
 KO0258
 KO0258.Click photographs - Photos may exist for this station.
 KO0258
 KO0258.The dynamic height is computed by dividing the NAVD 88
 KO0258.geopotential number by the normal gravity value computed on the
 KO0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0258.degrees latitude (g = 980.6199 gals.).
 KO0258
 KO0258.The modeled gravity was interpolated from observed gravity values.
 KO0258
 KO0258;                    North         East    Units  Estimated Accuracy
 KO0258;SPC UT C     - 2,121,260.      390,840.      MT  (+/- 180 meters Scaled)
 KO0258
 KO0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ478647(NAD 83)
 KO0258
 KO0258                          SUPERSEDED SURVEY CONTROL
 KO0258
 KO0258  NGVD 29 (??/??/92) 1393.202  (m)         4570.86   (f) ADJ UNCH    2 0
 KO0258
 KO0258.Superseded values are not recommended for survey control.
 KO0258
 KO0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0258.See file dsdata.pdf to determine how the superseded data were derived.
 KO0258
 KO0258_MARKER: DB = BENCH MARK DISK
 KO0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0258_STAMPING: F 78 1934
 KO0258_MARK LOGO: CGS
 KO0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0258+STABILITY: SURFACE MOTION
 KO0258
 KO0258  HISTORY     - Date     Condition        Report By
 KO0258  HISTORY     - 1934     MONUMENTED       CGS
 KO0258  HISTORY     - 1971     MARK NOT FOUND   USGS
 KO0258
 KO0258                          STATION DESCRIPTION
 KO0258
 KO0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0258'3.9 MI NW FROM ABRAHAM.
 KO0258'3.9 MILES NORTHWEST ALONG THE HINCKLEY-CALLAO ROAD FROM ABRAHAM.  60
 KO0258'FEET EAST OF THE CONCRETE HEAD GATE OF IRRIGATION CANAL.  27 FEET EAST
 KO0258'OF WAGON ROAD LEADING NORTH, 30 FEET NORTH OF CENTERLINE OF
 KO0258'HINCKLEY-CALLAO ROAD.  SET IN TOP OF CONCRETE POST.
 KO0258
 KO0258                          STATION RECOVERY (1971)
 KO0258
 KO0258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KO0258'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0297 ***********************************************************************
 KO0297  DESIGNATION -  F 79
 KO0297  PID         -  KO0297
 KO0297  STATE/COUNTY-  UT/JUAB
 KO0297  COUNTRY     -  US
 KO0297  USGS QUAD   -  FISH SPRINGS SW (2017)
 KO0297
 KO0297                         *CURRENT SURVEY CONTROL
 KO0297  ______________________________________________________________________
 KO0297* NAD 83(1986) POSITION- 39 45 19.     (N) 113 23 27.     (W)   SCALED
 KO0297* NAVD 88 ORTHO HEIGHT -  1324.934 (meters)     4346.89  (feet) ADJUSTED
 KO0297  ______________________________________________________________________
 KO0297  GEOID HEIGHT    -        -19.465 (meters)                     GEOID18
 KO0297  DYNAMIC HEIGHT  -       1323.793 (meters)     4343.14  (feet) COMP
 KO0297  MODELED GRAVITY -    979,719.1   (mgal)                       NAVD 88
 KO0297
 KO0297  VERT ORDER      -  SECOND    CLASS 0
 KO0297
 KO0297.The horizontal coordinates were scaled from a map and have
 KO0297.an estimated accuracy of +/- 6 seconds.
 KO0297
 KO0297.The orthometric height was determined by differential leveling and
 KO0297.adjusted by the NATIONAL GEODETIC SURVEY
 KO0297.in June 1991.
 KO0297
 KO0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0297.GEOID18 height accuracy estimate available here.
 KO0297
 KO0297.Click photographs - Photos may exist for this station.
 KO0297
 KO0297.The dynamic height is computed by dividing the NAVD 88
 KO0297.geopotential number by the normal gravity value computed on the
 KO0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0297.degrees latitude (g = 980.6199 gals.).
 KO0297
 KO0297.The modeled gravity was interpolated from observed gravity values.
 KO0297
 KO0297;                    North         East    Units  Estimated Accuracy
 KO0297;SPC UT C     - 2,159,580.      337,990.      MT  (+/- 180 meters Scaled)
 KO0297
 KO0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK951033(NAD 83)
 KO0297
 KO0297                          SUPERSEDED SURVEY CONTROL
 KO0297
 KO0297  NGVD 29 (??/??/92) 1323.906  (m)         4343.51   (f) ADJ UNCH    2 0
 KO0297
 KO0297.Superseded values are not recommended for survey control.
 KO0297
 KO0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0297.See file dsdata.pdf to determine how the superseded data were derived.
 KO0297
 KO0297_MARKER: DB = BENCH MARK DISK
 KO0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0297_STAMPING: F 79 1934
 KO0297_MARK LOGO: CGS
 KO0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0297+STABILITY: SURFACE MOTION
 KO0297
 KO0297  HISTORY     - Date     Condition        Report By
 KO0297  HISTORY     - 1934     MONUMENTED       CGS
 KO0297  HISTORY     - 1967     GOOD             USGS
 KO0297
 KO0297                          STATION DESCRIPTION
 KO0297
 KO0297'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 KO0297'9.5 MI SE FROM FISH SPRINGS.
 KO0297'9.5 MI SE ALONG THE HINCKLEY-CALLAO ROAD FROM FISH SPRINGS.  FISH
 KO0297'SPRINGS NATIONAL WILDLIFE REFUGE HEADQUARTERS, 1.2 MI SOUTH OF ALONG
 KO0297'PONY EXPRESS ROAD, THENCE 4.9 MI SOUTH ALONG TRACK ROAD ON WEST SIDE
 KO0297'OF FISH SPRINGS FLAT, 278 FT SSE OF X-RD, 20 FT WSW OF ROAD.  SET IN
 KO0297'TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0204 ***********************************************************************
 LP0204  DESIGNATION -  F 80
 LP0204  PID         -  LP0204
 LP0204  STATE/COUNTY-  UT/TOOELE
 LP0204  COUNTRY     -  US
 LP0204  USGS QUAD   -  SALDURO (2017)
 LP0204
 LP0204                         *CURRENT SURVEY CONTROL
 LP0204  ______________________________________________________________________
 LP0204* NAD 83(1994) POSITION- 40 43 58.62572(N) 113 45 04.60629(W)   NO CHECK
 LP0204* NAVD 88 ORTHO HEIGHT -  1286.397 (meters)     4220.45  (feet) ADJUSTED
 LP0204  ______________________________________________________________________
 LP0204  GEOID HEIGHT    -        -18.200 (meters)                     GEOID18
 LP0204  LAPLACE CORR    -          2.11  (seconds)                    DEFLEC18
 LP0204  DYNAMIC HEIGHT  -       1285.435 (meters)     4217.30  (feet) COMP
 LP0204  MODELED GRAVITY -    979,832.3   (mgal)                       NAVD 88
 LP0204
 LP0204  HORZ ORDER      -  SECOND
 LP0204  VERT ORDER      -  SECOND    CLASS 0
 LP0204
 LP0204.The horizontal coordinates were established by classical geodetic methods
 LP0204.and adjusted by the National Geodetic Survey in November 1997.
 LP0204
 LP0204.No horizontal observational check was made to the station.
 LP0204
 LP0204.The orthometric height was determined by differential leveling and
 LP0204.adjusted by the NATIONAL GEODETIC SURVEY
 LP0204.in June 1991.
 LP0204
 LP0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0204.GEOID18 height accuracy estimate available here.
 LP0204
 LP0204.Click photographs - Photos may exist for this station.
 LP0204
 LP0204.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0204
 LP0204.The dynamic height is computed by dividing the NAVD 88
 LP0204.geopotential number by the normal gravity value computed on the
 LP0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0204.degrees latitude (g = 980.6199 gals.).
 LP0204
 LP0204.The modeled gravity was interpolated from observed gravity values.
 LP0204
 LP0204. The following values were computed from the NAD 83(1994) position.
 LP0204
 LP0204;                    North         East     Units Scale Factor Converg.
 LP0204;SPC UT C     - 2,268,808.589   309,841.711   MT  1.00002170   -1 26 31.6
 LP0204;SPC UT C     - 7,443,582.85  1,016,539.01   sFT  1.00002170   -1 26 31.6
 LP0204;UTM  12      - 4,512,754.294   267,668.378   MT  1.00026444   -1 47 46.0
 LP0204
 LP0204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0204!SPC UT C     -   0.99980110  x   1.00002170  =   0.99982280
 LP0204!UTM  12      -   0.99980110  x   1.00026444  =   1.00006549
 LP0204
 LP0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL6766812754(NAD 83)
 LP0204
 LP0204                          SUPERSEDED SURVEY CONTROL
 LP0204
 LP0204  NAD 83(1986)-  40 43 58.61631(N)    113 45 04.59901(W) AD(       ) 2
 LP0204  NAD 27      -  40 43 58.86568(N)    113 45 01.59621(W) AD(       ) 2
 LP0204  NGVD 29 (??/??/92) 1285.454  (m)         4217.36   (f) ADJ UNCH    2 0
 LP0204  NGVD 29            1285.45   (m)         4217.3    (f) LEVELING    3  
 LP0204
 LP0204.Superseded values are not recommended for survey control.
 LP0204
 LP0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0204.See file dsdata.pdf to determine how the superseded data were derived.
 LP0204
 LP0204_MARKER: DB = BENCH MARK DISK
 LP0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0204_STAMPING: F 80 1934
 LP0204_MARK LOGO: CGS
 LP0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0204+STABILITY: SURFACE MOTION
 LP0204
 LP0204  HISTORY     - Date     Condition        Report By
 LP0204  HISTORY     - 1934     MONUMENTED       CGS
 LP0204  HISTORY     - 1974     GOOD             NGS
 LP0204  HISTORY     - 20180508 MARK NOT FOUND   INDIV
 LP0204
 LP0204                          STATION DESCRIPTION
 LP0204
 LP0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0204'15.5 MI E FROM WENDOVER.
 LP0204'15.5 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE
 LP0204'UTAH-NEVADA STATE LINE AT WENDOVER, TOOELE COUNTY, 119 FEET NORTH OF
 LP0204'MILEPOST 821, 51 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 40 AND
 LP0204'50, 69 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 5 FEET
 LP0204'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED F 80 1934 AND SET IN
 LP0204'THE TOP OF A CONCRETE POST.
 LP0204
 LP0204                          STATION RECOVERY (1974)
 LP0204
 LP0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LP0204'STATION IS LOCATED ABOUT 18-1/2 MILES EAST OF WENDOVER, 21.0 MILES
 LP0204'WEST OF KNOLLS, 0.1 MILE SOUTH OF INTERSTATE HIGHWAY 80 AND 235.0
 LP0204'FEET NORTH OF THE CENTERLINE OF OLD U.S. HIGHWAY 40.
 LP0204'
 LP0204'TO REACH FROM THE PORT OF ENTRY IN THE EAST EDGE OF WENDOVER, GO
 LP0204'EAST ON THE HIGHWAY FOR 0.65 MILE TO A SIDE ROAD RIGHT.  TURN
 LP0204'RIGHT AND GO EAST ON OLD U.S. HIGHWAY 40 FOR 13.75 MILES TO A
 LP0204'SIDE ROAD RIGHT.  CONTINUE EAST ON THE HIGHWAY FOR 0.3 MILE TO BM
 LP0204'F 80 ON THE RIGHT.
 LP0204'
 LP0204'BM F 80 IS A STANDARD BENCH MARK DISK STAMPED F 80 1934, SET IN
 LP0204'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 LP0204'1.0 FOOT.  IT IS 77.0 FEET NORTH OF MILE POST 821, 62.0 FEET NORTH
 LP0204'OF THE NORTH RAIL OF A RAILROAD TRACK, 55.0 FEET SOUTH OF THE
 LP0204'CENTERLINE OF OLD U.S. HIGHWAY 40 AND 2.0 FEET NORTH OF A
 LP0204'WITNESS POST.
 LP0204
 LP0204                          STATION RECOVERY (2018)
 LP0204
 LP0204'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (DLB)
 LP0204'MONUMENT HAS BEEN REMOVED FROM CONCRETE BASE.  FOUND CONCRETE BASE,
 LP0204'BROKEN OFF LEVEL WITH THE GROUND AND WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0311 ***********************************************************************
 KO0311  DESIGNATION -  F 81
 KO0311  PID         -  KO0311
 KO0311  STATE/COUNTY-  UT/TOOELE
 KO0311  COUNTRY     -  US
 KO0311  USGS QUAD   -  FISH SPRINGS NE (2017)
 KO0311
 KO0311                         *CURRENT SURVEY CONTROL
 KO0311  ______________________________________________________________________
 KO0311* NAD 83(1986) POSITION- 39 54 27.     (N) 113 15 16.     (W)   SCALED
 KO0311* NAVD 88 ORTHO HEIGHT -  1318.334 (meters)     4325.23  (feet) ADJUSTED
 KO0311  ______________________________________________________________________
 KO0311  GEOID HEIGHT    -        -19.198 (meters)                     GEOID18
 KO0311  DYNAMIC HEIGHT  -       1317.232 (meters)     4321.62  (feet) COMP
 KO0311  MODELED GRAVITY -    979,743.9   (mgal)                       NAVD 88
 KO0311
 KO0311  VERT ORDER      -  SECOND    CLASS 0
 KO0311
 KO0311.The horizontal coordinates were scaled from a map and have
 KO0311.an estimated accuracy of +/- 6 seconds.
 KO0311
 KO0311.The orthometric height was determined by differential leveling and
 KO0311.adjusted by the NATIONAL GEODETIC SURVEY
 KO0311.in June 1991.
 KO0311
 KO0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0311.GEOID18 height accuracy estimate available here.
 KO0311
 KO0311.Click photographs - Photos may exist for this station.
 KO0311
 KO0311.The dynamic height is computed by dividing the NAVD 88
 KO0311.geopotential number by the normal gravity value computed on the
 KO0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0311.degrees latitude (g = 980.6199 gals.).
 KO0311
 KO0311.The modeled gravity was interpolated from observed gravity values.
 KO0311
 KO0311;                    North         East    Units  Estimated Accuracy
 KO0311;SPC UT C     - 2,176,230.      350,000.      MT  (+/- 180 meters Scaled)
 KO0311
 KO0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK072199(NAD 83)
 KO0311
 KO0311                          SUPERSEDED SURVEY CONTROL
 KO0311
 KO0311  NGVD 29 (??/??/92) 1317.324  (m)         4321.92   (f) ADJ UNCH    2 0
 KO0311
 KO0311.Superseded values are not recommended for survey control.
 KO0311
 KO0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0311.See file dsdata.pdf to determine how the superseded data were derived.
 KO0311
 KO0311_MARKER: DB = BENCH MARK DISK
 KO0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0311_STAMPING: F 81 1934
 KO0311_MARK LOGO: CGS
 KO0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0311+STABILITY: SURFACE MOTION
 KO0311
 KO0311  HISTORY     - Date     Condition        Report By
 KO0311  HISTORY     - 1934     MONUMENTED       CGS
 KO0311  HISTORY     - 1967     GOOD             USGS
 KO0311
 KO0311                          STATION DESCRIPTION
 KO0311
 KO0311'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 KO0311'11.5 MI NE FROM FISH SPRINGS.
 KO0311'FISH SPRINGS NATIONAL WILDLIFE REFUGE HEADQUARTERS, 10.4 MI. SOUTH AND
 KO0311'EAST OF ALONG PONY EXPRESS ROAD, THENCE 2.0 MI NE ALONG TRACK ROAD,
 KO0311'190 FT. EAST OF EASTMOST ROAD, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0135 ***********************************************************************
 LQ0135  DESIGNATION -  F 83
 LQ0135  PID         -  LQ0135
 LQ0135  STATE/COUNTY-  UT/TOOELE
 LQ0135  COUNTRY     -  US
 LQ0135  USGS QUAD   -  LEPPY PEAK (2018)
 LQ0135
 LQ0135                         *CURRENT SURVEY CONTROL
 LQ0135  ______________________________________________________________________
 LQ0135* NAD 83(1986) POSITION- 40 48 49.     (N) 114 00 12.     (W)   SCALED
 LQ0135* NAVD 88 ORTHO HEIGHT -  1442.734 (meters)     4733.37  (feet) ADJUSTED
 LQ0135  ______________________________________________________________________
 LQ0135  GEOID HEIGHT    -        -17.929 (meters)                     GEOID18
 LQ0135  DYNAMIC HEIGHT  -       1441.638 (meters)     4729.77  (feet) COMP
 LQ0135  MODELED GRAVITY -    979,813.4   (mgal)                       NAVD 88
 LQ0135
 LQ0135  VERT ORDER      -  SECOND    CLASS 0
 LQ0135
 LQ0135.The horizontal coordinates were scaled from a map and have
 LQ0135.an estimated accuracy of +/- 6 seconds.
 LQ0135
 LQ0135.The orthometric height was determined by differential leveling and
 LQ0135.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0135.in June 1991.
 LQ0135
 LQ0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0135.GEOID18 height accuracy estimate available here.
 LQ0135
 LQ0135.Click photographs - Photos may exist for this station.
 LQ0135
 LQ0135.The dynamic height is computed by dividing the NAVD 88
 LQ0135.geopotential number by the normal gravity value computed on the
 LQ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0135.degrees latitude (g = 980.6199 gals.).
 LQ0135
 LQ0135.The modeled gravity was interpolated from observed gravity values.
 LQ0135
 LQ0135;                    North         East    Units  Estimated Accuracy
 LQ0135;SPC UT C     - 2,278,330.      288,810.      MT  (+/- 180 meters Scaled)
 LQ0135
 LQ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF527223(NAD 83)
 LQ0135
 LQ0135                          SUPERSEDED SURVEY CONTROL
 LQ0135
 LQ0135  NGVD 29 (??/??/92) 1441.770  (m)         4730.21   (f) ADJ UNCH    2 0
 LQ0135
 LQ0135.Superseded values are not recommended for survey control.
 LQ0135
 LQ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0135.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0135
 LQ0135_MARKER: DB = BENCH MARK DISK
 LQ0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0135_STAMPING: F 83 1958
 LQ0135_MARK LOGO: CGS
 LQ0135_PROJECTION: PROJECTING 12 CENTIMETERS
 LQ0135_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0135+STABILITY: SURFACE MOTION
 LQ0135
 LQ0135  HISTORY     - Date     Condition        Report By
 LQ0135  HISTORY     - 1958     MONUMENTED       CGS
 LQ0135  HISTORY     - 19980806 GOOD             NIMA
 LQ0135
 LQ0135                          STATION DESCRIPTION
 LQ0135
 LQ0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0135'7.2 MI N FROM WENDOVER.
 LQ0135'0.9 MILE EAST ALONG U.S. HIGHWAY 40 AND 50 ALTERNATE FROM THE
 LQ0135'NEVADA-UTAH STATE LINE AT WENDOVER, THENCE 5.1 MILES NORTH ALONG A
 LQ0135'GRAVEL ROAD, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD, 0.25 MILE SOUTH
 LQ0135'OF THE JUNCTIONS OF TRACK ROADS LEADING NORTHEAST AND NORTHWEST, 22
 LQ0135'1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 100 FEET SOUTH OF THE
 LQ0135'CENTER OF THE CROSSING OF A WASH, 2.9 FEET EAST OF A WITNESS POST,
 LQ0135'ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 LQ0135'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LQ0135
 LQ0135                          STATION RECOVERY (1998)
 LQ0135
 LQ0135'RECOVERY NOTE BY NATIONAL IMAGERY + MAPPING AGENCY 1998 (JDT)
 LQ0135'GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0388 ***********************************************************************
 MS0388  DESIGNATION -  F 84
 MS0388  PID         -  MS0388
 MS0388  STATE/COUNTY-  UT/BOX ELDER
 MS0388  COUNTRY     -  US
 MS0388  USGS QUAD   -  CRATER ISLAND NW (2017)
 MS0388
 MS0388                         *CURRENT SURVEY CONTROL
 MS0388  ______________________________________________________________________
 MS0388* NAD 83(1986) POSITION- 41 10 23.     (N) 113 54 53.     (W)   SCALED
 MS0388* NAVD 88 ORTHO HEIGHT -  1345.104 (meters)     4413.06  (feet) ADJUSTED
 MS0388  ______________________________________________________________________
 MS0388  GEOID HEIGHT    -        -17.170 (meters)                     GEOID18
 MS0388  DYNAMIC HEIGHT  -       1344.126 (meters)     4409.85  (feet) COMP
 MS0388  MODELED GRAVITY -    979,850.3   (mgal)                       NAVD 88
 MS0388
 MS0388  VERT ORDER      -  SECOND    CLASS 0
 MS0388
 MS0388.The horizontal coordinates were scaled from a map and have
 MS0388.an estimated accuracy of +/- 6 seconds.
 MS0388
 MS0388.The orthometric height was determined by differential leveling and
 MS0388.adjusted by the NATIONAL GEODETIC SURVEY
 MS0388.in June 1991.
 MS0388
 MS0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0388.GEOID18 height accuracy estimate available here.
 MS0388
 MS0388.Click photographs - Photos may exist for this station.
 MS0388
 MS0388.The dynamic height is computed by dividing the NAVD 88
 MS0388.geopotential number by the normal gravity value computed on the
 MS0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0388.degrees latitude (g = 980.6199 gals.).
 MS0388
 MS0388.The modeled gravity was interpolated from observed gravity values.
 MS0388
 MS0388;                    North         East    Units  Estimated Accuracy
 MS0388;SPC UT N     - 1,096,070.      297,400.      MT  (+/- 180 meters Scaled)
 MS0388
 MS0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL554620(NAD 83)
 MS0388
 MS0388                          SUPERSEDED SURVEY CONTROL
 MS0388
 MS0388  NGVD 29 (??/??/92) 1344.109  (m)         4409.80   (f) ADJ UNCH    2 0
 MS0388
 MS0388.Superseded values are not recommended for survey control.
 MS0388
 MS0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0388.See file dsdata.pdf to determine how the superseded data were derived.
 MS0388
 MS0388_MARKER: DB = BENCH MARK DISK
 MS0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0388_STAMPING: F 84 1958
 MS0388_MARK LOGO: CGS
 MS0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0388+STABILITY: SURFACE MOTION
 MS0388
 MS0388  HISTORY     - Date     Condition        Report By
 MS0388  HISTORY     - 1958     MONUMENTED       CGS
 MS0388
 MS0388                          STATION DESCRIPTION
 MS0388
 MS0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MS0388'12.8 MI S FROM LUCIN.
 MS0388'12.8 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT LUCIN, AT
 MS0388'THE SOUTHWEST END OF A LONG CURVE, AT THE BOTTOM OF A STEEP GRADE, 39
 MS0388'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 110 YARDS SOUTHWEST OF
 MS0388'THE JUNCTION OF A DIRT ROAD SOUTHEAST, 77 FEET NORTHEAST OF THE CENTER
 MS0388'OF A SMALL WASH, 2.9 FEET NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET
 MS0388'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MS0388'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0089 ***********************************************************************
 LP0089  DESIGNATION -  F 86
 LP0089  PID         -  LP0089
 LP0089  STATE/COUNTY-  UT/TOOELE
 LP0089  COUNTRY     -  US
 LP0089  USGS QUAD   -  TERRA (2017)
 LP0089
 LP0089                         *CURRENT SURVEY CONTROL
 LP0089  ______________________________________________________________________
 LP0089* NAD 83(1986) POSITION- 40 18 22.     (N) 112 44 06.     (W)   SCALED
 LP0089* NAVD 88 ORTHO HEIGHT -  1430.250 (meters)     4692.41  (feet) ADJUSTED
 LP0089  ______________________________________________________________________
 LP0089  GEOID HEIGHT    -        -17.980 (meters)                     GEOID18
 LP0089  DYNAMIC HEIGHT  -       1429.042 (meters)     4688.45  (feet) COMP
 LP0089  MODELED GRAVITY -    979,731.2   (mgal)                       NAVD 88
 LP0089
 LP0089  VERT ORDER      -  FIRST     CLASS II
 LP0089
 LP0089.The horizontal coordinates were scaled from a map and have
 LP0089.an estimated accuracy of +/- 6 seconds.
 LP0089
 LP0089.The orthometric height was determined by differential leveling and
 LP0089.adjusted by the NATIONAL GEODETIC SURVEY
 LP0089.in June 1991.
 LP0089
 LP0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0089.GEOID18 height accuracy estimate available here.
 LP0089
 LP0089.Click photographs - Photos may exist for this station.
 LP0089
 LP0089.The dynamic height is computed by dividing the NAVD 88
 LP0089.geopotential number by the normal gravity value computed on the
 LP0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0089.degrees latitude (g = 980.6199 gals.).
 LP0089
 LP0089.The modeled gravity was interpolated from observed gravity values.
 LP0089
 LP0089;                    North         East    Units  Estimated Accuracy
 LP0089;SPC UT C     - 2,219,740.      395,020.      MT  (+/- 180 meters Scaled)
 LP0089
 LP0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK525631(NAD 83)
 LP0089
 LP0089                          SUPERSEDED SURVEY CONTROL
 LP0089
 LP0089  NGVD 29 (??/??/92) 1429.155  (m)         4688.82   (f) ADJ UNCH    1 2
 LP0089
 LP0089.Superseded values are not recommended for survey control.
 LP0089
 LP0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0089.See file dsdata.pdf to determine how the superseded data were derived.
 LP0089
 LP0089_MARKER: DB = BENCH MARK DISK
 LP0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0089_STAMPING: F 86 1934
 LP0089_MARK LOGO: CGS
 LP0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0089+STABILITY: SURFACE MOTION
 LP0089
 LP0089  HISTORY     - Date     Condition        Report By
 LP0089  HISTORY     - 1934     MONUMENTED       CGS
 LP0089  HISTORY     - 1981     MARK NOT FOUND   USGS
 LP0089
 LP0089                          STATION DESCRIPTION
 LP0089
 LP0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0089'0.5 MI NW FROM ORRS RANCH.
 LP0089'ABOUT 0.5 MILE NORTHWEST ALONG A ROAD FROM ORRS RANCH, TOOELE COUNTY,
 LP0089'AT THE INTERSECTION OF THREE ROADS, ABOUT 400 FEET WEST OF A FENCE
 LP0089'CORNER, ACROSS THE ROAD FROM BENCH MARK G 86, DESCRIBED BELOW, AND 12
 LP0089'FEET NORTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED F
 LP0089'86 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LP0089
 LP0089                          STATION RECOVERY (1981)
 LP0089
 LP0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LP0089'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0114 ***********************************************************************
 LP0114  DESIGNATION -  F 87
 LP0114  PID         -  LP0114
 LP0114  STATE/COUNTY-  UT/TOOELE
 LP0114  COUNTRY     -  US
 LP0114  USGS QUAD   -  SALT MOUNTAIN (2017)
 LP0114
 LP0114                         *CURRENT SURVEY CONTROL
 LP0114  ______________________________________________________________________
 LP0114* NAD 83(1986) POSITION- 40 36 06.9    (N) 112 42 49.0    (W)   HD_HELD2
 LP0114* NAVD 88 ORTHO HEIGHT -  1338.516 (meters)     4391.45  (feet) ADJUSTED
 LP0114  ______________________________________________________________________
 LP0114  GEOID HEIGHT    -        -17.518 (meters)                     GEOID18
 LP0114  DYNAMIC HEIGHT  -       1337.480 (meters)     4388.05  (feet) COMP
 LP0114  MODELED GRAVITY -    979,804.0   (mgal)                       NAVD 88
 LP0114
 LP0114  VERT ORDER      -  SECOND    CLASS 0
 LP0114
 LP0114.The horizontal coordinates were established by autonomous hand held GPS
 LP0114.observations and have an estimated accuracy of +/- 10 meters.
 LP0114
 LP0114.The orthometric height was determined by differential leveling and
 LP0114.adjusted by the NATIONAL GEODETIC SURVEY
 LP0114.in June 1991.
 LP0114
 LP0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0114.GEOID18 height accuracy estimate available here.
 LP0114
 LP0114.Click photographs - Photos may exist for this station.
 LP0114
 LP0114.The dynamic height is computed by dividing the NAVD 88
 LP0114.geopotential number by the normal gravity value computed on the
 LP0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0114.degrees latitude (g = 980.6199 gals.).
 LP0114
 LP0114.The modeled gravity was interpolated from observed gravity values.
 LP0114
 LP0114;                    North         East    Units  Estimated Accuracy
 LP0114;SPC UT C     - 2,252,561.      397,285.      MT  (+/- 10 meters HH2 GPS)
 LP0114
 LP0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK5501595978(NAD 83)
 LP0114
 LP0114                          SUPERSEDED SURVEY CONTROL
 LP0114
 LP0114  NGVD 29 (??/??/92) 1337.499  (m)         4388.11   (f) ADJ UNCH    2 0
 LP0114
 LP0114.Superseded values are not recommended for survey control.
 LP0114
 LP0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0114.See file dsdata.pdf to determine how the superseded data were derived.
 LP0114
 LP0114_MARKER: DB = BENCH MARK DISK
 LP0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0114_STAMPING: F 87 1934
 LP0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0114+STABILITY: SURFACE MOTION
 LP0114
 LP0114  HISTORY     - Date     Condition        Report By
 LP0114  HISTORY     - 1934     MONUMENTED       CGS
 LP0114  HISTORY     - 1981     GOOD             USGS
 LP0114
 LP0114                          STATION DESCRIPTION
 LP0114
 LP0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0114'11.0 MI S FROM TIMPIE.
 LP0114'ABOUT 11.0 MILES SOUTH ALONG THE ROAD TO ORRS RANCH FROM THE JUNCTION
 LP0114'WITH U.S. HIGHWAY 40 AT TIMPIE, TOOELE COUNTY, AND 35 FEET WEST OF THE
 LP0114'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED F 87 1934 AND SET
 LP0114'IN THE TOP OF A CONCRETE POST.
 LP0114
 LP0114                          STATION RECOVERY (1981)
 LP0114
 LP0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LP0114'APPROXIMATELY 11.0 MILES SOUTH ALONG THE SKULL VALLEY ROAD FROM
 LP0114'TIMPLE (I-80 AT DUGWAY EXIT) TO TRACK ROAD ON RIGHT. DRIVE NORTHWEST
 LP0114'ON TRACK ROAD FOR 800 FEET TO OLD ROAD. TURN RIGHT (NORTHEAST) ONTO
 LP0114'OLD ROAD AND DRIVE FOR 0.4 MILE TO BENCHMARK ON LEFT (60 FEET
 LP0114'NORTHEAST OF SMALL DRAIN) IN SW 1/4, NE 1/4 SECTION 35 - T 3 S R 8 W.
 LP0114'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0103 ***********************************************************************
 MS0103  DESIGNATION -  F 88
 MS0103  PID         -  MS0103
 MS0103  STATE/COUNTY-  UT/BOX ELDER
 MS0103  COUNTRY     -  US
 MS0103  USGS QUAD   -  HONEYVILLE (2017)
 MS0103
 MS0103                         *CURRENT SURVEY CONTROL
 MS0103  ______________________________________________________________________
 MS0103* NAD 83(1986) POSITION- 41 42 55.     (N) 112 05 51.     (W)   SCALED
 MS0103* NAVD 88 ORTHO HEIGHT -  1319.099 (meters)     4327.74  (feet) ADJUSTED
 MS0103  ______________________________________________________________________
 MS0103  GEOID HEIGHT    -        -15.634 (meters)                     GEOID18
 MS0103  DYNAMIC HEIGHT  -       1318.190 (meters)     4324.76  (feet) COMP
 MS0103  MODELED GRAVITY -    979,888.8   (mgal)                       NAVD 88
 MS0103
 MS0103  VERT ORDER      -  FIRST     CLASS II
 MS0103
 MS0103.The horizontal coordinates were scaled from a map and have
 MS0103.an estimated accuracy of +/- 6 seconds.
 MS0103
 MS0103.The orthometric height was determined by differential leveling and
 MS0103.adjusted by the NATIONAL GEODETIC SURVEY
 MS0103.in June 1991.
 MS0103
 MS0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0103.GEOID18 height accuracy estimate available here.
 MS0103
 MS0103.Click photographs - Photos may exist for this station.
 MS0103
 MS0103.The dynamic height is computed by dividing the NAVD 88
 MS0103.geopotential number by the normal gravity value computed on the
 MS0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0103.degrees latitude (g = 980.6199 gals.).
 MS0103
 MS0103.The modeled gravity was interpolated from observed gravity values.
 MS0103
 MS0103;                    North         East    Units  Estimated Accuracy
 MS0103;SPC UT N     - 1,153,640.      450,280.      MT  (+/- 180 meters Scaled)
 MS0103
 MS0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM087187(NAD 83)
 MS0103
 MS0103                          SUPERSEDED SURVEY CONTROL
 MS0103
 MS0103  NGVD 29 (??/??/92) 1318.094  (m)         4324.45   (f) ADJ UNCH    1 2
 MS0103
 MS0103.Superseded values are not recommended for survey control.
 MS0103
 MS0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0103.See file dsdata.pdf to determine how the superseded data were derived.
 MS0103
 MS0103_MARKER: DB = BENCH MARK DISK
 MS0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0103_STAMPING: F 88 1934
 MS0103_MARK LOGO: CGS
 MS0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0103+STABILITY: SURFACE MOTION
 MS0103
 MS0103  HISTORY     - Date     Condition        Report By
 MS0103  HISTORY     - 1934     MONUMENTED       CGS
 MS0103  HISTORY     - 1967     MARK NOT FOUND   CGS
 MS0103
 MS0103                          STATION DESCRIPTION
 MS0103
 MS0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0103'IN DEWEYVILLE.
 MS0103'AT DEWEYVILLE, BOX ELDER COUNTY, ON THE UNION PACIFIC RAILROAD,
 MS0103'NORTHWEST OF THE STATION, AT THE CROSSING OF THE DEWEY-TREMONTON
 MS0103'GRAVEL ROAD, ABOUT 150 FEET WEST OF THE CENTERLINE OF THE MAIN-LINE
 MS0103'TRACK, 36 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD, 14 FEET
 MS0103'EAST OF AN IRRIGATION DITCH, 15 FEET SOUTH OF A POLE, 12 FEET SOUTH OF
 MS0103'A NORTHEAST FENCE CORNER, AND 3 FEET EAST OF THE RIGHT-OF-WAY FENCE. A
 MS0103'STANDARD DISK, STAMPED F 88 1934 AND SET IN THE TOP OF A CONCRETE
 MS0103'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0242 ***********************************************************************
 MS0242  DESIGNATION -  F 89
 MS0242  PID         -  MS0242
 MS0242  STATE/COUNTY-  UT/BOX ELDER
 MS0242  COUNTRY     -  US
 MS0242  USGS QUAD   -  MONUMENT PEAK NE (2017)
 MS0242
 MS0242                         *CURRENT SURVEY CONTROL
 MS0242  ______________________________________________________________________
 MS0242* NAD 83(1986) POSITION- 41 58 02.     (N) 112 51 37.     (W)   SCALED
 MS0242* NAVD 88 ORTHO HEIGHT -  1340.226 (meters)     4397.06  (feet) ADJUSTED
 MS0242  ______________________________________________________________________
 MS0242  GEOID HEIGHT    -        -14.998 (meters)                     GEOID18
 MS0242  DYNAMIC HEIGHT  -       1339.332 (meters)     4394.13  (feet) COMP
 MS0242  MODELED GRAVITY -    979,908.4   (mgal)                       NAVD 88
 MS0242
 MS0242  VERT ORDER      -  SECOND    CLASS 0
 MS0242
 MS0242.The horizontal coordinates were scaled from a map and have
 MS0242.an estimated accuracy of +/- 6 seconds.
 MS0242
 MS0242.The orthometric height was determined by differential leveling and
 MS0242.adjusted by the NATIONAL GEODETIC SURVEY
 MS0242.in June 1991.
 MS0242
 MS0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0242.GEOID18 height accuracy estimate available here.
 MS0242
 MS0242.Click photographs - Photos may exist for this station.
 MS0242
 MS0242.The dynamic height is computed by dividing the NAVD 88
 MS0242.geopotential number by the normal gravity value computed on the
 MS0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0242.degrees latitude (g = 980.6199 gals.).
 MS0242
 MS0242.The modeled gravity was interpolated from observed gravity values.
 MS0242
 MS0242;                    North         East    Units  Estimated Accuracy
 MS0242;SPC UT N     - 1,182,340.      387,240.      MT  (+/- 180 meters Scaled)
 MS0242
 MS0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM458478(NAD 83)
 MS0242
 MS0242                          SUPERSEDED SURVEY CONTROL
 MS0242
 MS0242  NGVD 29 (??/??/92) 1339.195  (m)         4393.68   (f) ADJ UNCH    2 0
 MS0242
 MS0242.Superseded values are not recommended for survey control.
 MS0242
 MS0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0242.See file dsdata.pdf to determine how the superseded data were derived.
 MS0242
 MS0242_MARKER: DB = BENCH MARK DISK
 MS0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0242_STAMPING: F 89 1934
 MS0242_MARK LOGO: CGS
 MS0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0242+STABILITY: SURFACE MOTION
 MS0242
 MS0242  HISTORY     - Date     Condition        Report By
 MS0242  HISTORY     - 1934     MONUMENTED       CGS
 MS0242  HISTORY     - 1960     GOOD             CGS
 MS0242
 MS0242                          STATION DESCRIPTION
 MS0242
 MS0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MS0242'7.65 MI W FROM SNOWVILLE.
 MS0242'7.65 MILES WEST ON U.S. HIGHWAY 30S FROM THE NELSON CAFE AT SNOWVILLE,
 MS0242'41 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 14.3 FEET SOUTH OF A
 MS0242'FENCE LINE, 4 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN, SET IN
 MS0242'A CYLINDRICAL CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0624 ***********************************************************************
 LO0624  DESIGNATION -  F 91
 LO0624  PID         -  LO0624
 LO0624  STATE/COUNTY-  UT/DAVIS
 LO0624  COUNTRY     -  US
 LO0624  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0624
 LO0624                         *CURRENT SURVEY CONTROL
 LO0624  ______________________________________________________________________
 LO0624* NAD 83(1986) POSITION- 40 51 56.     (N) 111 55 44.     (W)   SCALED
 LO0624* NAVD 88 ORTHO HEIGHT -  1291.004 (meters)     4235.57  (feet) ADJUSTED
 LO0624  ______________________________________________________________________
 LO0624  GEOID HEIGHT    -        -16.821 (meters)                     GEOID18
 LO0624  DYNAMIC HEIGHT  -       1290.003 (meters)     4232.28  (feet) COMP
 LO0624  MODELED GRAVITY -    979,804.7   (mgal)                       NAVD 88
 LO0624
 LO0624  VERT ORDER      -  FIRST     CLASS II
 LO0624
 LO0624.The horizontal coordinates were scaled from a map and have
 LO0624.an estimated accuracy of +/- 6 seconds.
 LO0624
 LO0624.The orthometric height was determined by differential leveling and
 LO0624.adjusted by the NATIONAL GEODETIC SURVEY
 LO0624.in June 1991.
 LO0624
 LO0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0624.GEOID18 height accuracy estimate available here.
 LO0624
 LO0624.Click photographs - Photos may exist for this station.
 LO0624
 LO0624.The dynamic height is computed by dividing the NAVD 88
 LO0624.geopotential number by the normal gravity value computed on the
 LO0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0624.degrees latitude (g = 980.6199 gals.).
 LO0624
 LO0624.The modeled gravity was interpolated from observed gravity values.
 LO0624
 LO0624;                    North         East    Units  Estimated Accuracy
 LO0624;SPC UT N     - 1,059,190.      463,840.      MT  (+/- 180 meters Scaled)
 LO0624
 LO0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL217242(NAD 83)
 LO0624
 LO0624                          SUPERSEDED SURVEY CONTROL
 LO0624
 LO0624  NGVD 29 (??/??/92) 1290.095  (m)         4232.59   (f) ADJ UNCH    1 2
 LO0624
 LO0624.Superseded values are not recommended for survey control.
 LO0624
 LO0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0624.See file dsdata.pdf to determine how the superseded data were derived.
 LO0624
 LO0624_MARKER: DB = BENCH MARK DISK
 LO0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0624_STAMPING: F 91 1953
 LO0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0624+STABILITY: SURFACE MOTION
 LO0624
 LO0624  HISTORY     - Date     Condition        Report By
 LO0624  HISTORY     - 1953     MONUMENTED       CGS
 LO0624
 LO0624                          STATION DESCRIPTION
 LO0624
 LO0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LO0624'2.9 MI NW FROM NORTH SALT LAKE.
 LO0624'1.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE POST OFFICE
 LO0624'AT NORTH SALT LAKE, THENCE 1.1 MILES WEST ALONG 6500 SOUTH STREET,
 LO0624'THENCE 0.5 MILE NORTH ALONG REDWOOD ROAD, AT BOUNTIFUL-SKY HAVEN AIR
 LO0624'PARK, 617.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE OFFICE BUILDING,
 LO0624'48 FEET WEST OF THE CENTER LINE OF A TAXIWAY, 35.5 FEET NORTH OF THE
 LO0624'NORTHWEST END OF A WIRE GATE, 1.2 FEET SOUTHEAST OF THE SOUTHEAST
 LO0624'CORNER OF THE SOUTH HANGAR, ABOUT LEVEL WITH THE TAXIWAY, ABOUT FLUSH
 LO0624'WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0400 ***********************************************************************
 MR0400  DESIGNATION -  F 92
 MR0400  PID         -  MR0400
 MR0400  STATE/COUNTY-  UT/WEBER
 MR0400  COUNTRY     -  US
 MR0400  USGS QUAD   -  OGDEN (2017)
 MR0400
 MR0400                         *CURRENT SURVEY CONTROL
 MR0400  ______________________________________________________________________
 MR0400* NAD 83(1986) POSITION- 41 13 19.28   (N) 111 58 47.46   (W)   HD_HELD1
 MR0400* NAVD 88 ORTHO HEIGHT -  1311.315 (meters)     4302.21  (feet) ADJUSTED
 MR0400  ______________________________________________________________________
 MR0400  GEOID HEIGHT    -        -16.704 (meters)                     GEOID18
 MR0400  DYNAMIC HEIGHT  -       1310.317 (meters)     4298.93  (feet) COMP
 MR0400  MODELED GRAVITY -    979,817.7   (mgal)                       NAVD 88
 MR0400  OBS GRAVITY     -    979,820.1   (mgal)                       GRAV_OBS
 MR0400
 MR0400  VERT ORDER      -  FIRST     CLASS I
 MR0400
 MR0400.The horizontal coordinates were determined by differentially corrected
 MR0400.hand held GPS observations or other comparable positioning techniques
 MR0400.and have an estimated accuracy of +/- 3 meters.
 MR0400
 MR0400.The orthometric height was determined by differential leveling and
 MR0400.adjusted by the NATIONAL GEODETIC SURVEY
 MR0400.in June 1991.
 MR0400
 MR0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0400.GEOID18 height accuracy estimate available here.
 MR0400
 MR0400.Click photographs - Photos may exist for this station.
 MR0400
 MR0400.The dynamic height is computed by dividing the NAVD 88
 MR0400.geopotential number by the normal gravity value computed on the
 MR0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0400.degrees latitude (g = 980.6199 gals.).
 MR0400
 MR0400.The modeled gravity was interpolated from observed gravity values.
 MR0400
 MR0400.The observed gravity was obtained from relative gravimeter ties
 MR0400.to the IGSN71 gravity network.
 MR0400
 MR0400;                    North         East    Units  Estimated Accuracy
 MR0400;SPC UT N     - 1,098,799.7     459,765.4     MT  (+/- 3 meters HH1 GPS) 
 MR0400
 MR0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1786963866(NAD 83)
 MR0400
 MR0400                          SUPERSEDED SURVEY CONTROL
 MR0400
 MR0400  NGVD 29 (??/??/92) 1310.315  (m)         4298.93   (f) SUPERSEDED  1 1
 MR0400  NGVD 29 (06/08/92) 1310.307  (m)         4298.90   (f) ADJUSTED    1 1
 MR0400
 MR0400.Superseded values are not recommended for survey control.
 MR0400
 MR0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0400.See file dsdata.pdf to determine how the superseded data were derived.
 MR0400
 MR0400_MARKER: DB = BENCH MARK DISK
 MR0400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0400_SP_SET: FOUNDATION
 MR0400_STAMPING: F 92 1953
 MR0400_MARK LOGO: CGS
 MR0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MR0400+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2024
 MR0400
 MR0400  HISTORY     - Date     Condition        Report By
 MR0400  HISTORY     - 1953     MONUMENTED       CGS
 MR0400  HISTORY     - 1983     GOOD             NGS
 MR0400  HISTORY     - 20011224 GOOD             INDIV
 MR0400  HISTORY     - 20080905 GOOD             GEOCAC
 MR0400  HISTORY     - 20240831 GOOD             INDIV
 MR0400
 MR0400                          STATION DESCRIPTION
 MR0400
 MR0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MR0400'IN OGDEN.
 MR0400'AT OGDEN, AT THE EXTREME NORTH END OF THE UNION STATION, AT BUILDING
 MR0400'210, SET VERTICALLY IN THE WEST CONCRETE FOUNDATION WALL, 1.4 FEET
 MR0400'SOUTH OF THE NORTHWEST CORNER, 21.3 FEET EAST OF THE EAST RAIL OF THE
 MR0400'MAIL SPUR, 2.0 FEET ABOVE THE SURFACE OF THE ASPHALT PLATFORM.
 MR0400
 MR0400                          STATION RECOVERY (1983)
 MR0400
 MR0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0400'RECOVERED IN GOOD CONDITION.
 MR0400
 MR0400                          STATION RECOVERY (2001)
 MR0400
 MR0400'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (KNF)
 MR0400'RECOVERED IN GOOD CONDITION.
 MR0400
 MR0400                          STATION RECOVERY (2008)
 MR0400
 MR0400'RECOVERY NOTE BY GEOCACHING 2008 (RLS)
 MR0400'RECOVERED IN GOOD CONDITION.
 MR0400
 MR0400                          STATION RECOVERY (2024)
 MR0400
 MR0400'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (BS)
 MR0400'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0040 ***********************************************************************
 MS0040  DESIGNATION -  F 93
 MS0040  PID         -  MS0040
 MS0040  STATE/COUNTY-  UT/BOX ELDER
 MS0040  COUNTRY     -  US
 MS0040  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0040
 MS0040                         *CURRENT SURVEY CONTROL
 MS0040  ______________________________________________________________________
 MS0040* NAD 83(1986) POSITION- 41 30 10.     (N) 112 02 00.     (W)   SCALED
 MS0040* NAVD 88 ORTHO HEIGHT -  1309.162 (meters)     4295.14  (feet) ADJUSTED
 MS0040  ______________________________________________________________________
 MS0040  GEOID HEIGHT    -        -16.103 (meters)                     GEOID18
 MS0040  DYNAMIC HEIGHT  -       1308.219 (meters)     4292.05  (feet) COMP
 MS0040  MODELED GRAVITY -    979,857.6   (mgal)                       NAVD 88
 MS0040
 MS0040  VERT ORDER      -  FIRST     CLASS II
 MS0040
 MS0040.The horizontal coordinates were scaled from a map and have
 MS0040.an estimated accuracy of +/- 6 seconds.
 MS0040
 MS0040.The orthometric height was determined by differential leveling and
 MS0040.adjusted by the NATIONAL GEODETIC SURVEY
 MS0040.in June 1991.
 MS0040
 MS0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0040.GEOID18 height accuracy estimate available here.
 MS0040
 MS0040.Click photographs - Photos may exist for this station.
 MS0040
 MS0040.The dynamic height is computed by dividing the NAVD 88
 MS0040.geopotential number by the normal gravity value computed on the
 MS0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0040.degrees latitude (g = 980.6199 gals.).
 MS0040
 MS0040.The modeled gravity was interpolated from observed gravity values.
 MS0040
 MS0040;                    North         East    Units  Estimated Accuracy
 MS0040;SPC UT N     - 1,130,010.      455,470.      MT  (+/- 180 meters Scaled)
 MS0040
 MS0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL137950(NAD 83)
 MS0040
 MS0040                          SUPERSEDED SURVEY CONTROL
 MS0040
 MS0040  NGVD 29 (??/??/92) 1308.161  (m)         4291.86   (f) ADJ UNCH    1 2
 MS0040
 MS0040.Superseded values are not recommended for survey control.
 MS0040
 MS0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0040.See file dsdata.pdf to determine how the superseded data were derived.
 MS0040
 MS0040_MARKER: DB = BENCH MARK DISK
 MS0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0040_STAMPING: F 93 1953
 MS0040_MARK LOGO: CGS
 MS0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0040+STABILITY: SURFACE MOTION
 MS0040
 MS0040  HISTORY     - Date     Condition        Report By
 MS0040  HISTORY     - 1953     MONUMENTED       CGS
 MS0040  HISTORY     - 1987     MARK NOT FOUND   USGS
 MS0040
 MS0040                          STATION DESCRIPTION
 MS0040
 MS0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0040'0.5 MI S FROM BRIGHAM CITY.
 MS0040'0.5 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MS0040'BRIGHAM CITY, 0.45 MILE SOUTH OF MILEPOLE 21, AT THE CROSSING OF A
 MS0040'GRAVELED ROAD, 25.3 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 21
 MS0040'FEET NORTH OF THE CENTER LINE OF THE ROAD, 5 1/2 FEET SOUTHWEST OF A
 MS0040'FENCE CORNER POST, 48 1/2 FEET NORTH OF AND ACROSS THE ROAD FROM A
 MS0040'TELEPHONE POLE, 1.3 FEET SOUTH OF A FENCE, 1.8 FEET WEST OF A WITNESS
 MS0040'POST, ABOUT 1/2 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 MS0040'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 MS0040
 MS0040                          STATION RECOVERY (1987)
 MS0040
 MS0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (GH)
 MS0040'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0082 ***********************************************************************
 MS0082  DESIGNATION -  F 94
 MS0082  PID         -  MS0082
 MS0082  STATE/COUNTY-  UT/BOX ELDER
 MS0082  COUNTRY     -  US
 MS0082  USGS QUAD   -  PUBLIC SHOOTING GROUNDS (2017)
 MS0082
 MS0082                         *CURRENT SURVEY CONTROL
 MS0082  ______________________________________________________________________
 MS0082* NAD 83(1986) POSITION- 41 36 49.53   (N) 112 22 02.01   (W)   HD_HELD1
 MS0082* NAVD 88 ORTHO HEIGHT -  1300.737 (meters)     4267.50  (feet) ADJUSTED
 MS0082  ______________________________________________________________________
 MS0082  GEOID HEIGHT    -        -15.956 (meters)                     GEOID18
 MS0082  DYNAMIC HEIGHT  -       1299.853 (meters)     4264.60  (feet) COMP
 MS0082  MODELED GRAVITY -    979,898.6   (mgal)                       NAVD 88
 MS0082
 MS0082  VERT ORDER      -  FIRST     CLASS II
 MS0082
 MS0082.The horizontal coordinates were determined by differentially corrected
 MS0082.hand held GPS observations or other comparable positioning techniques
 MS0082.and have an estimated accuracy of +/- 3 meters.
 MS0082
 MS0082.The orthometric height was determined by differential leveling and
 MS0082.adjusted by the NATIONAL GEODETIC SURVEY
 MS0082.in June 1991.
 MS0082
 MS0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0082.GEOID18 height accuracy estimate available here.
 MS0082
 MS0082.Click photographs - Photos may exist for this station.
 MS0082
 MS0082.The dynamic height is computed by dividing the NAVD 88
 MS0082.geopotential number by the normal gravity value computed on the
 MS0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0082.degrees latitude (g = 980.6199 gals.).
 MS0082
 MS0082.The modeled gravity was interpolated from observed gravity values.
 MS0082
 MS0082;                    North         East    Units  Estimated Accuracy
 MS0082;SPC UT N     - 1,142,554.7     427,719.8     MT  (+/- 3 meters HH1 GPS) 
 MS0082
 MS0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM8608607796(NAD 83)
 MS0082
 MS0082                          SUPERSEDED SURVEY CONTROL
 MS0082
 MS0082.No superseded survey control is available for this station.
 MS0082
 MS0082_MARKER: DB = BENCH MARK DISK
 MS0082_SETTING: 66 = SET IN ROCK OUTCROP
 MS0082_STAMPING: F 94 1953
 MS0082_MARK LOGO: CGS
 MS0082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0082+STABILITY: POSITION/ELEVATION WELL
 MS0082
 MS0082  HISTORY     - Date     Condition        Report By
 MS0082  HISTORY     - 1953     MONUMENTED       CGS
 MS0082  HISTORY     - 1984     GOOD             NGS
 MS0082
 MS0082                          STATION DESCRIPTION
 MS0082
 MS0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0082'10.8 MI E FROM PROMONTORY.
 MS0082'1.8 MILES NORTHEAST ALONG A COUNTY GRAVELED ROAD FROM THE GOLDEN SPIKE
 MS0082'MONUMENT AT PROMONTORY, THENCE 9.0 MILES EAST ALONG STATE HIGHWAY 83,
 MS0082'0.25 MILE NORTHEAST OF MILEPOLE 787 OF THE ABANDONED SOUTHERN PACIFIC
 MS0082'COMPANY RAILROAD, NEAR THE NORTHEAST CORNER OF A TRIANGLE FORMED BY
 MS0082'THE JUNCTION OF A GRAVELED ROAD LEADING NORTH, IN THE TOP OF THE
 MS0082'NORTHWEST SIDE OF A LARGE PROMINENT CONGLOMERATED OUTCROP, 333 FEET
 MS0082'NORTH OF THE CENTER LINE OF THE HIGHWAY, 60 1/2 FEET WEST OF THE
 MS0082'CENTER LINE OF THE ROAD, 34 FEET NORTHWEST OF THE CENTER LINE OF THE
 MS0082'NORTHWEST LEG OF THE TRIANGLE, ABOUT 10 FEET HIGHER THAN THE HIGHWAY,
 MS0082'AND MARKED BY THE WHITE PAINTED LETTERS BM.
 MS0082
 MS0082                          STATION RECOVERY (1984)
 MS0082
 MS0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0082'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.54 KM
 MS0082'(6.55 MI) NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE IN
 MS0082'BRIGHAM CITY, THENCE 22.55 KM (14.01 MI) NORTHWEST ALONG STATE HIGHWAY
 MS0082'83, THENCE 0.11 KM (0.07 MI) NORTH ALONG STATE HIGHWAY 102, IN TOP OF
 MS0082'AND 3.3 METERS (10 FT) NORTH OF THE SOUTH EDGE OF A 13-BY 15-FOOT
 MS0082'CONGLOMERATE PORTION OF OUTCROP PROJECTING 8 FEET ABOVE THE SURFACE OF
 MS0082'THE GROUND, 19.2 METERS (63 FT) WEST OF THE HIGHWAY CENTERLINE,
 MS0082'26.8 METERS (88 FT) SOUTHWEST OF A FENCE CORNER AND 10.2 METERS
 MS0082'(33.5 FT) SOUTHEAST OF A FENCE.
 MS0082'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MS0082'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0272 ***********************************************************************
 MS0272  DESIGNATION -  F 95
 MS0272  PID         -  MS0272
 MS0272  STATE/COUNTY-  UT/BOX ELDER
 MS0272  COUNTRY     -  US
 MS0272  USGS QUAD   -  PEPLIN FLATS (2017)
 MS0272
 MS0272                         *CURRENT SURVEY CONTROL
 MS0272  ______________________________________________________________________
 MS0272* NAD 83(1986) POSITION- 41 42 50.     (N) 113 08 19.     (W)   SCALED
 MS0272* NAVD 88 ORTHO HEIGHT -  1288.232 (meters)     4226.47  (feet) ADJUSTED
 MS0272  ______________________________________________________________________
 MS0272  GEOID HEIGHT    -        -15.706 (meters)                     GEOID18
 MS0272  DYNAMIC HEIGHT  -       1287.380 (meters)     4223.68  (feet) COMP
 MS0272  MODELED GRAVITY -    979,916.1   (mgal)                       NAVD 88
 MS0272
 MS0272  VERT ORDER      -  FIRST     CLASS II
 MS0272
 MS0272.The horizontal coordinates were scaled from a map and have
 MS0272.an estimated accuracy of +/- 6 seconds.
 MS0272
 MS0272.The orthometric height was determined by differential leveling and
 MS0272.adjusted by the NATIONAL GEODETIC SURVEY
 MS0272.in June 1991.
 MS0272
 MS0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0272.GEOID18 height accuracy estimate available here.
 MS0272
 MS0272.Click photographs - Photos may exist for this station.
 MS0272
 MS0272.The dynamic height is computed by dividing the NAVD 88
 MS0272.geopotential number by the normal gravity value computed on the
 MS0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0272.degrees latitude (g = 980.6199 gals.).
 MS0272
 MS0272.The modeled gravity was interpolated from observed gravity values.
 MS0272
 MS0272;                    North         East    Units  Estimated Accuracy
 MS0272;SPC UT N     - 1,154,600.      363,640.      MT  (+/- 180 meters Scaled)
 MS0272
 MS0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM220202(NAD 83)
 MS0272
 MS0272                          SUPERSEDED SURVEY CONTROL
 MS0272
 MS0272  NGVD 29 (??/??/92) 1287.232  (m)         4223.19   (f) ADJ UNCH    1 2
 MS0272
 MS0272.Superseded values are not recommended for survey control.
 MS0272
 MS0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0272.See file dsdata.pdf to determine how the superseded data were derived.
 MS0272
 MS0272_MARKER: DB = BENCH MARK DISK
 MS0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0272_STAMPING: F 95 1953
 MS0272_MARK LOGO: CGS
 MS0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0272+STABILITY: SURFACE MOTION
 MS0272
 MS0272  HISTORY     - Date     Condition        Report By
 MS0272  HISTORY     - 1953     MONUMENTED       CGS
 MS0272
 MS0272                          STATION DESCRIPTION
 MS0272
 MS0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0272'2.7 MI SW FROM KELTON.
 MS0272'2.7 MILES SOUTHWEST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0272'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0272'KELTON, 0.25 MILE NORTHEAST OF THE NORTHEAST SIDE OF A WIDE ALKALI
 MS0272'FLAT, 0.25 MILE EAST OF THE FOOT OF A PROMINENT FLAT-TOPPED MOUNTAIN,
 MS0272'126 1/2 FEET SOUTHWEST OF MILEPOLE 731, 76 FEET NORTHWEST OF THE
 MS0272'CENTER LINE OF THE ROAD, 35 FEET NORTHWEST OF TELEPHONE POLE 19C, 1.4
 MS0272'FEET SOUTHEAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD,
 MS0272'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 MS0272'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0301 ***********************************************************************
 MS0301  DESIGNATION -  F 96
 MS0301  PID         -  MS0301
 MS0301  STATE/COUNTY-  UT/BOX ELDER
 MS0301  COUNTRY     -  US
 MS0301  USGS QUAD   -  RED DOME (2017)
 MS0301
 MS0301                         *CURRENT SURVEY CONTROL
 MS0301  ______________________________________________________________________
 MS0301* NAD 83(1986) POSITION- 41 31 49.     (N) 113 29 00.     (W)   SCALED
 MS0301* NAVD 88 ORTHO HEIGHT -  1438.998 (meters)     4721.11  (feet) ADJUSTED
 MS0301  ______________________________________________________________________
 MS0301  GEOID HEIGHT    -        -16.247 (meters)                     GEOID18
 MS0301  DYNAMIC HEIGHT  -       1437.967 (meters)     4717.73  (feet) COMP
 MS0301  MODELED GRAVITY -    979,856.6   (mgal)                       NAVD 88
 MS0301
 MS0301  VERT ORDER      -  FIRST     CLASS II
 MS0301
 MS0301.The horizontal coordinates were scaled from a map and have
 MS0301.an estimated accuracy of +/- 6 seconds.
 MS0301
 MS0301.The orthometric height was determined by differential leveling and
 MS0301.adjusted by the NATIONAL GEODETIC SURVEY
 MS0301.in June 1991.
 MS0301
 MS0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0301.GEOID18 height accuracy estimate available here.
 MS0301
 MS0301.Click photographs - Photos may exist for this station.
 MS0301
 MS0301.The dynamic height is computed by dividing the NAVD 88
 MS0301.geopotential number by the normal gravity value computed on the
 MS0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0301.degrees latitude (g = 980.6199 gals.).
 MS0301
 MS0301.The modeled gravity was interpolated from observed gravity values.
 MS0301
 MS0301;                    North         East    Units  Estimated Accuracy
 MS0301;SPC UT N     - 1,134,810.      334,500.      MT  (+/- 180 meters Scaled)
 MS0301
 MS0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM928006(NAD 83)
 MS0301
 MS0301                          SUPERSEDED SURVEY CONTROL
 MS0301
 MS0301  NGVD 29 (??/??/92) 1437.936  (m)         4717.63   (f) ADJ UNCH    1 2
 MS0301
 MS0301.Superseded values are not recommended for survey control.
 MS0301
 MS0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0301.See file dsdata.pdf to determine how the superseded data were derived.
 MS0301
 MS0301_MARKER: DB = BENCH MARK DISK
 MS0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0301_STAMPING: F 96 1953
 MS0301_MARK LOGO: CGS
 MS0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0301+STABILITY: SURFACE MOTION
 MS0301
 MS0301  HISTORY     - Date     Condition        Report By
 MS0301  HISTORY     - 1953     MONUMENTED       CGS
 MS0301
 MS0301                          STATION DESCRIPTION
 MS0301
 MS0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0301'5.4 MI NE FROM WATERCRESS.
 MS0301'5.4 MILES NORTHEAST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0301'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0301'WATERCRESS, 1 POLE EAST OF MILEPOLE 705, AT THE EAST END OF A LONG
 MS0301'CURVE, 128 FEET WEST OF THE CENTER OF THE T JUNCTION OF A TRACK ROAD
 MS0301'LEADING NORTH, IN LINE WITH A ROW OF POLES, 47 1/2 FEET NORTH OF THE
 MS0301'CENTER LINE OF THE ROAD, 6 FEET EAST OF A TELEPHONE POLE MARKED BY THE
 MS0301'WHITE PAINTED LETTERS BM, 1.6 FEET WEST OF A WITNESS POST, AND SET IN
 MS0301'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0369 ***********************************************************************
 MS0369  DESIGNATION -  F 97
 MS0369  PID         -  MS0369
 MS0369  STATE/COUNTY-  UT/BOX ELDER
 MS0369  COUNTRY     -  US
 MS0369  USGS QUAD   -  LUCIN (2017)
 MS0369
 MS0369                         *CURRENT SURVEY CONTROL
 MS0369  ______________________________________________________________________
 MS0369* NAD 83(1986) POSITION- 41 22 14.     (N) 113 54 11.     (W)   SCALED
 MS0369* NAVD 88 ORTHO HEIGHT -  1388.062 (meters)     4554.00  (feet) ADJUSTED
 MS0369  ______________________________________________________________________
 MS0369  GEOID HEIGHT    -        -16.708 (meters)                     GEOID18
 MS0369  DYNAMIC HEIGHT  -       1387.075 (meters)     4550.76  (feet) COMP
 MS0369  MODELED GRAVITY -    979,863.5   (mgal)                       NAVD 88
 MS0369
 MS0369  VERT ORDER      -  FIRST     CLASS II
 MS0369
 MS0369.The horizontal coordinates were scaled from a map and have
 MS0369.an estimated accuracy of +/- 6 seconds.
 MS0369
 MS0369.The orthometric height was determined by differential leveling and
 MS0369.adjusted by the NATIONAL GEODETIC SURVEY
 MS0369.in June 1991.
 MS0369
 MS0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0369.GEOID18 height accuracy estimate available here.
 MS0369
 MS0369.Click photographs - Photos may exist for this station.
 MS0369
 MS0369.The dynamic height is computed by dividing the NAVD 88
 MS0369.geopotential number by the normal gravity value computed on the
 MS0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0369.degrees latitude (g = 980.6199 gals.).
 MS0369
 MS0369.The modeled gravity was interpolated from observed gravity values.
 MS0369
 MS0369;                    North         East    Units  Estimated Accuracy
 MS0369;SPC UT N     - 1,117,960.      298,990.      MT  (+/- 180 meters Scaled)
 MS0369
 MS0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL572839(NAD 83)
 MS0369
 MS0369                          SUPERSEDED SURVEY CONTROL
 MS0369
 MS0369  NGVD 29 (??/??/92) 1387.047  (m)         4550.67   (f) ADJ UNCH    1 2
 MS0369
 MS0369.Superseded values are not recommended for survey control.
 MS0369
 MS0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0369.See file dsdata.pdf to determine how the superseded data were derived.
 MS0369
 MS0369_MARKER: DB = BENCH MARK DISK
 MS0369_SETTING: 66 = SET IN ROCK OUTCROP
 MS0369_STAMPING: F 97 1953
 MS0369_MARK LOGO: CGS
 MS0369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0369+STABILITY: POSITION/ELEVATION WELL
 MS0369
 MS0369  HISTORY     - Date     Condition        Report By
 MS0369  HISTORY     - 1953     MONUMENTED       CGS
 MS0369  HISTORY     - 1984     GOOD             NGS
 MS0369
 MS0369                          STATION DESCRIPTION
 MS0369
 MS0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0369'1.8 MI N FROM LUCIN.
 MS0369'1.8 MILES NORTH ALONG STATE HIGHWAY 70 FROM THE POST OFFICE (FORMER
 MS0369'SOUTHERN PACIFIC COMPANY RAILROAD STATION) AT LUCIN, AT THE BASE OF A
 MS0369'ROCKY HILL, IN THE TOP OF THE NORTH END OF A 125-FOOT-LONG OUTCROP
 MS0369'PROJECTING ABOUT 4 FEET ABOVE THE GROUND AND MARKED BY THE WHITE
 MS0369'PAINTED LETTERS BM, 312 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 MS0369'36 FEET SOUTH OF THE NORTH END OF THE OUTCROP, AND ABOUT 12 FEET
 MS0369'HIGHER THAN THE HIGHWAY.
 MS0369
 MS0369                          STATION RECOVERY (1984)
 MS0369
 MS0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0369'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  75.62 KM
 MS0369'(47.00 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT PARK
 MS0369'VALLEY, THENCE 5.76 KM (3.58 MI) SOUTH ALONG A DIRT ROAD, IN TOP OF
 MS0369'AND 12.5 METERS (41 FT) NORTH OF THE SOUTH END OF A 76 FOOT LONG RIDGE
 MS0369'OF BROWN OUTCROP PROJECTING 4 FEET ABOVE THE SURFACE OF THE GROUND ON
 MS0369'THE EAST SLOPE OF A HILL, 0.23 KM (0.14 MI) NORTH OF A CURVE,
 MS0369'96.3 METERS (316 FT) WEST OF THE CENTER OF THE ROAD, 107.3 METERS
 MS0369'(352 FT) SOUTHWEST OF A FENCE CORNER, 67.0 METERS (220 FT) NORTHWEST
 MS0369'OF A POWER POLE AND 60.0 METERS (187 FT) SOUTH OF A FENCE.
 MS0369'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 MS0369'THE MARK IS 1.0 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3700 ***********************************************************************
 AA3700  CBN         -  This is a Cooperative Base Network Control Station.
 AA3700  PACS        -  This is a Primary Airport Control Station.
 AA3700  DESIGNATION -  FAA 36U A
 AA3700  PID         -  AA3700
 AA3700  STATE/COUNTY-  UT/WASATCH
 AA3700  COUNTRY     -  US
 AA3700  USGS QUAD   -  CHARLESTON (2017)
 AA3700
 AA3700                         *CURRENT SURVEY CONTROL
 AA3700  ______________________________________________________________________
 AA3700* NAD 83(2011) POSITION- 40 28 59.92122(N) 111 25 32.29275(W)   ADJUSTED
 AA3700* NAD 83(2011) ELLIP HT-  1697.101 (meters)        (06/27/12)   ADJUSTED
 AA3700* NAD 83(2011) EPOCH   -  2010.00
 AA3700* NAVD 88 ORTHO HEIGHT -  1712.95  (meters)     5619.9   (feet) GPS OBS
 AA3700  ______________________________________________________________________
 AA3700  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3700  GEOID HEIGHT    -         -15.53 (meters)                     GEOID93
 AA3700  GEOID HEIGHT    -        -15.760 (meters)                     GEOID18
 AA3700  NAD 83(2011) X  - -1,775,080.635 (meters)                     COMP
 AA3700  NAD 83(2011) Y  - -4,523,512.932 (meters)                     COMP
 AA3700  NAD 83(2011) Z  -  4,120,052.359 (meters)                     COMP
 AA3700  LAPLACE CORR    -          4.33  (seconds)                    DEFLEC18
 AA3700
 AA3700  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3700  Standards:
 AA3700         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3700            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3700  -------------------------------------------------------------------
 AA3700  NETWORK    1.69   2.84           0.79   0.54   1.45     -0.13210877
 AA3700  -------------------------------------------------------------------
 AA3700  Click here for local accuracies and other accuracy information.
 AA3700
 AA3700.This mark is at Heber Airport (36U)
 AA3700
 AA3700.The horizontal coordinates were established by GPS observations
 AA3700.and adjusted by the National Geodetic Survey in June 2012.
 AA3700
 AA3700.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3700.been affixed to the stable North American tectonic plate. See 
 AA3700.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3700
 AA3700.The horizontal coordinates are valid at the epoch date displayed above
 AA3700.which is a decimal equivalence of Year/Month/Day.
 AA3700
 AA3700.The orthometric height was determined by GPS observations and a
 AA3700.high-resolution geoid model.
 AA3700
 AA3700.GPS derived orthometric heights for airport stations designated as
 AA3700.PACS or SACS are published to 2 decimal places.  This maintains
 AA3700.centimeter relative accuracy between the PACS and SACS.  It does
 AA3700.not indicate centimeter accuracy relative to other marks which are
 AA3700.part of the published vertical control network.
 AA3700
 AA3700.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3700.GEOID18 height accuracy estimate available here.
 AA3700
 AA3700.Click photographs - Photos may exist for this station.
 AA3700
 AA3700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3700
 AA3700.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3700
 AA3700.The ellipsoidal height was determined by GPS observations
 AA3700.and is referenced to NAD 83.
 AA3700
 AA3700. The following values were computed from the NAD 83(2011) position.
 AA3700
 AA3700;                    North         East     Units Scale Factor Converg.
 AA3700;SPC UT C     - 2,238,696.598   506,304.922   MT  0.99996279   +0 02 51.5
 AA3700;SPC UT C     - 7,344,790.42  1,661,102.06   sFT  0.99996279   +0 02 51.5
 AA3700;UTM  12      - 4,481,489.303   463,925.158   MT  0.99961602   -0 16 34.8
 AA3700
 AA3700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3700!SPC UT C     -   0.99973385  x   0.99996279  =   0.99969665
 AA3700!UTM  12      -   0.99973385  x   0.99961602  =   0.99934997
 AA3700
 AA3700:                Primary Azimuth Mark                     Grid Az
 AA3700:SPC UT C     -  FAA 36U B                                048 28 25.3
 AA3700:UTM  12      -  FAA 36U B                                048 47 51.6
 AA3700
 AA3700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK6392581489(NAD 83)
 AA3700
 AA3700|---------------------------------------------------------------------|
 AA3700| PID    Reference Object                     Distance      Geod. Az  |
 AA3700|                                                           dddmmss.s |
 AA3700| AI1948 FAA 36U B                           APPROX. 0.6 KM 0483116.8 |
 AA3700| AI1949 FAA 36U C                           APPROX. 0.9 KM 2273129.0 |
 AA3700|---------------------------------------------------------------------|
 AA3700
 AA3700                          SUPERSEDED SURVEY CONTROL
 AA3700
 AA3700  NAD 83(2007)-  40 28 59.92096(N)    111 25 32.29365(W) AD(2002.00) 0
 AA3700  ELLIP H (02/10/07) 1697.115  (m)                       GP(2002.00)    
 AA3700  ELLIP H (11/14/01) 1697.151  (m)                       GP(       ) 4 2
 AA3700  NAD 83(1994)-  40 28 59.92000(N)    111 25 32.29221(W) AD(       ) B
 AA3700  ELLIP H (04/21/95) 1697.198  (m)                       GP(       ) 4 1
 AA3700
 AA3700.Superseded values are not recommended for survey control.
 AA3700
 AA3700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3700.See file dsdata.pdf to determine how the superseded data were derived.
 AA3700
 AA3700_MARKER: I = METAL ROD
 AA3700_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3700_STAMPING: FAA 36U A 1994
 AA3700_MARK LOGO: NGS
 AA3700_PROJECTION: FLUSH
 AA3700_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3700+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1999
 AA3700_ROD/PIPE-DEPTH: 2.90 meters
 AA3700_SLEEVE-DEPTH  : 0.90 meters
 AA3700
 AA3700  HISTORY     - Date     Condition        Report By
 AA3700  HISTORY     - 1994     MONUMENTED       NGS
 AA3700  HISTORY     - 19990809 GOOD             NGS
 AA3700
 AA3700                          STATION DESCRIPTION
 AA3700
 AA3700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3700'THE STATION IS LOCATED ABOUT 38 KM (23.60 MI) SOUTHEAST OF SALT LAKE
 AA3700'CITY, 38 KM (23.60 MI) NORTHEAST OF PROVO, ON THE SOUTH SIDE OF HEBER
 AA3700'CITY AT THE HEBER VALLEY AIRPORT, IN LOW BRUSH ACROSS APRON FROM FBO
 AA3700'OFFICE IN MEDIAN BETWEEN RUNWAY AND TAXI, AND JUST SOUTH OF A
 AA3700'CONNECTOR. OWNERSHIP--HEBER CITY.  AIRPORT MANAGER IS LEE ROWSER, 1980
 AA3700'AIRPORT ROAD, P.O. BOX 550, HEBER CITY, UT 84032.  PHONE 801-654-5831.
 AA3700'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 189 ON THE SOUTH
 AA3700'SIDE OF HEBER CITY, GO SOUTHWEST ON HIGHWAY 189 FOR 0.08 KM (0.05 MI)
 AA3700'TO A PAVED ROAD LEFT.  TURN LEFT, SOUTH, ON PAVED ROAD FOR 1.08 KM
 AA3700'(0.65 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, WEST, ON AIRPORT ROAD
 AA3700'FOR 0.86 KM (0.55 MI) TO THE AIRPORT OFFICE AND APRON ON RIGHT.  TURN
 AA3700'RIGHT, WEST-NORTHWEST, ACROSS APRON AND TAXI FOR 0.11 KM (0.05 MI) TO
 AA3700'THE STATION. STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL
 AA3700'ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM
 AA3700'PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE
 AA3700'GROUND.  IT IS 45.5 M (149.3 FT) NORTHEAST OF THE CENTER OF THE
 AA3700'RUNWAY, 38.8 M (127.3 FT) SOUTHWEST OF THE CENTER OF THE CONNECTOR
 AA3700'TAXI, 24.9 M (81.7 FT) NORTHWEST OF THE CENTER OF THE TAXI, AND 0.9 M
 AA3700'(3.0 FT) NORTHEAST OF A FIBERGLASS WITNESS POST. DESCRIBED BY D.G. AUG
 AA3700
 AA3700                          STATION RECOVERY (1999)
 AA3700
 AA3700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AA3700'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THIS STATION IS
 AA3700'DESIGNATED A PRIMARY AIRPORT CONTROL STATION (PACS) .
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI1948 ***********************************************************************
 AI1948  SACS        -  This is a Secondary Airport Control Station.
 AI1948  DESIGNATION -  FAA 36U B
 AI1948  PID         -  AI1948
 AI1948  STATE/COUNTY-  UT/WASATCH
 AI1948  COUNTRY     -  US
 AI1948  USGS QUAD   -  CHARLESTON (2017)
 AI1948
 AI1948                         *CURRENT SURVEY CONTROL
 AI1948  ______________________________________________________________________
 AI1948* NAD 83(2011) POSITION- 40 29 12.63471(N) 111 25 13.45729(W)   ADJUSTED
 AI1948* NAD 83(2011) ELLIP HT-  1701.185 (meters)        (06/27/12)   ADJUSTED
 AI1948* NAD 83(2011) EPOCH   -  2010.00
 AI1948* NAVD 88 ORTHO HEIGHT -  1717.02  (meters)     5633.3   (feet) GPS OBS
 AI1948  ______________________________________________________________________
 AI1948  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AI1948  GEOID HEIGHT    -        -15.656 (meters)                     GEOID96
 AI1948  GEOID HEIGHT    -        -15.746 (meters)                     GEOID18
 AI1948  NAD 83(2011) X  - -1,774,575.680 (meters)                     COMP
 AI1948  NAD 83(2011) Y  - -4,523,440.817 (meters)                     COMP
 AI1948  NAD 83(2011) Z  -  4,120,353.353 (meters)                     COMP
 AI1948  LAPLACE CORR    -          4.79  (seconds)                    DEFLEC18
 AI1948
 AI1948  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI1948  Standards:
 AI1948         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI1948            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI1948  -------------------------------------------------------------------
 AI1948  NETWORK    1.71   2.86           0.80   0.54   1.46     -0.13145602
 AI1948  -------------------------------------------------------------------
 AI1948  Click here for local accuracies and other accuracy information.
 AI1948
 AI1948.This mark is at Heber Airport (36U)
 AI1948
 AI1948.The horizontal coordinates were established by GPS observations
 AI1948.and adjusted by the National Geodetic Survey in June 2012.
 AI1948
 AI1948.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI1948.been affixed to the stable North American tectonic plate. See 
 AI1948.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI1948
 AI1948.The horizontal coordinates are valid at the epoch date displayed above
 AI1948.which is a decimal equivalence of Year/Month/Day.
 AI1948
 AI1948.The orthometric height was determined by GPS observations and a
 AI1948.high-resolution geoid model.
 AI1948
 AI1948.GPS derived orthometric heights for airport stations designated as
 AI1948.PACS or SACS are published to 2 decimal places.  This maintains
 AI1948.centimeter relative accuracy between the PACS and SACS.  It does
 AI1948.not indicate centimeter accuracy relative to other marks which are
 AI1948.part of the published vertical control network.
 AI1948
 AI1948.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1948.GEOID18 height accuracy estimate available here.
 AI1948
 AI1948.Click photographs - Photos may exist for this station.
 AI1948
 AI1948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1948
 AI1948.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI1948
 AI1948.The ellipsoidal height was determined by GPS observations
 AI1948.and is referenced to NAD 83.
 AI1948
 AI1948. The following values were computed from the NAD 83(2011) position.
 AI1948
 AI1948;                    North         East     Units Scale Factor Converg.
 AI1948;SPC UT C     - 2,239,089.120   506,748.178   MT  0.99996349   +0 03 03.6
 AI1948;SPC UT C     - 7,346,078.22  1,662,556.31   sFT  0.99996349   +0 03 03.6
 AI1948;UTM  12      - 4,481,879.176   464,370.471   MT  0.99961563   -0 16 22.7
 AI1948
 AI1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1948!SPC UT C     -   0.99973321  x   0.99996349  =   0.99969671
 AI1948!UTM  12      -   0.99973321  x   0.99961563  =   0.99934894
 AI1948
 AI1948:                Primary Azimuth Mark                     Grid Az
 AI1948:SPC UT C     -  FAA 36U A                                228 28 25.4
 AI1948:UTM  12      -  FAA 36U A                                228 47 51.7
 AI1948
 AI1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK6437081879(NAD 83)
 AI1948
 AI1948|---------------------------------------------------------------------|
 AI1948| PID    Reference Object                     Distance      Geod. Az  |
 AI1948|                                                           dddmmss.s |
 AI1948| AA3700 FAA 36U A                           APPROX. 0.6 KM 2283129.0 |
 AI1948|---------------------------------------------------------------------|
 AI1948
 AI1948                          SUPERSEDED SURVEY CONTROL
 AI1948
 AI1948  NAD 83(2007)-  40 29 12.63445(N)    111 25 13.45819(W) AD(2002.00) 0
 AI1948  ELLIP H (02/10/07) 1701.200  (m)                       GP(2002.00)    
 AI1948  ELLIP H (02/21/02) 1701.235  (m)                       GP(       ) 4 1
 AI1948  NAD 83(1994)-  40 29 12.63349(N)    111 25 13.45675(W) AD(       ) 1
 AI1948  ELLIP H (10/04/99) 1701.282  (m)                       GP(       ) 4 1
 AI1948
 AI1948.Superseded values are not recommended for survey control.
 AI1948
 AI1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1948.See file dsdata.pdf to determine how the superseded data were derived.
 AI1948
 AI1948_MARKER: DH = HORIZONTAL CONTROL DISK
 AI1948_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI1948_SP_SET: CONCRETE SIGN BASE
 AI1948_STAMPING: FAA 36U B 1999
 AI1948_MARK LOGO: NGS
 AI1948_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1948+STABILITY: SURFACE MOTION
 AI1948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1948+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI1948
 AI1948  HISTORY     - Date     Condition        Report By
 AI1948  HISTORY     - 1999     MONUMENTED       NGS
 AI1948
 AI1948                          STATION DESCRIPTION
 AI1948
 AI1948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI1948'THE STATION IS LOCATED ABOUT 38 KM (23.60 MI) SOUTHEAST OF SALT LAKE
 AI1948'CITY, 38 KM (23.60 MI) NORTHEAST OF PROVO, ON THE SOUTH SIDE OF HEBER
 AI1948'CITY AT THE HEBER VALLEY AIRPORT IN THE GRASS MEDIAN BETWEEN THE
 AI1948'RUNWAY AND THE TAXIWAY.  OWNERSHIP--HEBER CITY.  THE AIRPORT MANAGER
 AI1948'IS MARK ANDERSON, 1980 AIRPORT ROAD, P.O.  BOX 550, HEBER CITY, UT
 AI1948'84032.  PHONE 801-654-0757.  TO REACH FROM THE JUNCTION OF U.S.
 AI1948'HIGHWAYS 40 AND 189 ON THE SOUTH SIDE OF HEBER CITY, GO SOUTHWEST ON
 AI1948'HIGHWAY 189 FOR 0.08 KM (0.05 MI) TO A PAVED ROAD LEFT.  TURN LEFT,
 AI1948'SOUTH, ON PAVED ROAD FOR 1.08 KM (0.65 MI) TO A PAVED ROAD RIGHT. TURN
 AI1948'RIGHT, WEST, ON AIRPORT ROAD FOR 0.86 KM (0.55 MI) TO THE AIRPORT
 AI1948'OFFICE.  TURN RIGHT AND GO NORTH ON ROAD FOR 0.08 KM (0.05 MI) .  TURN
 AI1948'LEFT AND GO BETWEEN A METAL HANGAR AND A ROW OF CONCRETE BLOCK HANGARS
 AI1948'TO THE APRON.  TURN RIGHT AND GO WEST FOR 0.08 KM (0.05 MI) ON THE
 AI1948'APRON TO THE TAXIWAY.  TURN RIGHT AND GO NORTHERLY ON TAXIWAY FOR 0.40
 AI1948'KM (0.25 MI) TO THE STATION ON THE LEFT, JUST PAST A ROW OF PAPI
 AI1948'LIGHTS.  THE STATION IS SET IN THE SOUTH CORNER OF A CONCRETE BASE FOR
 AI1948'A FORMER ELECTRICAL CONTROL BOX. IT IS 58.8 M (192.9 FT)
 AI1948'NORTH-NORTHWEST OF THE WESTERNMOST ONE OF FOUR PAPI LIGHTS, 37.5 M
 AI1948'(123.0 FT) WEST-NORTHWEST OF THE CENTERLINE OF THE TAXIWAY, 32.6 M
 AI1948'(107.0 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE RUNWAY AND 0.15 M
 AI1948'(0.49 FT) NORTH OF THE SOUTH CORNER OF THE CONCRETE BASE.  NOTE--THIS
 AI1948'STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION (SACS.)
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI1949 ***********************************************************************
 AI1949  SACS        -  This is a Secondary Airport Control Station.
 AI1949  DESIGNATION -  FAA 36U C
 AI1949  PID         -  AI1949
 AI1949  STATE/COUNTY-  UT/WASATCH
 AI1949  COUNTRY     -  US
 AI1949  USGS QUAD   -  CHARLESTON (2017)
 AI1949
 AI1949                         *CURRENT SURVEY CONTROL
 AI1949  ______________________________________________________________________
 AI1949* NAD 83(2011) POSITION- 40 28 39.30913(N) 111 26 01.77382(W)   ADJUSTED
 AI1949* NAD 83(2011) ELLIP HT-  1689.701 (meters)        (06/27/12)   ADJUSTED
 AI1949* NAD 83(2011) EPOCH   -  2010.00
 AI1949* NAVD 88 ORTHO HEIGHT -  1705.58  (meters)     5595.7   (feet) GPS OBS
 AI1949  ______________________________________________________________________
 AI1949  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AI1949  GEOID HEIGHT    -        -15.698 (meters)                     GEOID96
 AI1949  GEOID HEIGHT    -        -15.779 (meters)                     GEOID18
 AI1949  NAD 83(2011) X  - -1,775,875.967 (meters)                     COMP
 AI1949  NAD 83(2011) Y  - -4,523,638.242 (meters)                     COMP
 AI1949  NAD 83(2011) Z  -  4,119,563.827 (meters)                     COMP
 AI1949  LAPLACE CORR    -          4.65  (seconds)                    DEFLEC18
 AI1949
 AI1949  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI1949  Standards:
 AI1949         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI1949            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI1949  -------------------------------------------------------------------
 AI1949  NETWORK    1.71   2.86           0.80   0.54   1.46     -0.13084357
 AI1949  -------------------------------------------------------------------
 AI1949  Click here for local accuracies and other accuracy information.
 AI1949
 AI1949.This mark is at Heber Airport (36U)
 AI1949
 AI1949.The horizontal coordinates were established by GPS observations
 AI1949.and adjusted by the National Geodetic Survey in June 2012.
 AI1949
 AI1949.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI1949.been affixed to the stable North American tectonic plate. See 
 AI1949.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI1949
 AI1949.The horizontal coordinates are valid at the epoch date displayed above
 AI1949.which is a decimal equivalence of Year/Month/Day.
 AI1949
 AI1949.The orthometric height was determined by GPS observations and a
 AI1949.high-resolution geoid model.
 AI1949
 AI1949.GPS derived orthometric heights for airport stations designated as
 AI1949.PACS or SACS are published to 2 decimal places.  This maintains
 AI1949.centimeter relative accuracy between the PACS and SACS.  It does
 AI1949.not indicate centimeter accuracy relative to other marks which are
 AI1949.part of the published vertical control network.
 AI1949
 AI1949.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1949.GEOID18 height accuracy estimate available here.
 AI1949
 AI1949.Click photographs - Photos may exist for this station.
 AI1949
 AI1949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1949
 AI1949.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI1949
 AI1949.The ellipsoidal height was determined by GPS observations
 AI1949.and is referenced to NAD 83.
 AI1949
 AI1949. The following values were computed from the NAD 83(2011) position.
 AI1949
 AI1949;                    North         East     Units Scale Factor Converg.
 AI1949;SPC UT C     - 2,238,060.286   505,611.068   MT  0.99996166   +0 02 32.6
 AI1949;SPC UT C     - 7,342,702.79  1,658,825.65   sFT  0.99996166   +0 02 32.6
 AI1949;UTM  12      - 4,480,857.143   463,227.957   MT  0.99961664   -0 16 53.8
 AI1949
 AI1949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1949!SPC UT C     -   0.99973501  x   0.99996166  =   0.99969668
 AI1949!UTM  12      -   0.99973501  x   0.99961664  =   0.99935175
 AI1949
 AI1949:                Primary Azimuth Mark                     Grid Az
 AI1949:SPC UT C     -  FAA 36U A                                047 28 37.3
 AI1949:UTM  12      -  FAA 36U A                                047 48 03.7
 AI1949
 AI1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK6322780857(NAD 83)
 AI1949
 AI1949|---------------------------------------------------------------------|
 AI1949| PID    Reference Object                     Distance      Geod. Az  |
 AI1949|                                                           dddmmss.s |
 AI1949| AA3700 FAA 36U A                           APPROX. 0.9 KM 0473109.9 |
 AI1949|---------------------------------------------------------------------|
 AI1949
 AI1949                          SUPERSEDED SURVEY CONTROL
 AI1949
 AI1949  NAD 83(2007)-  40 28 39.30887(N)    111 26 01.77472(W) AD(2002.00) 0
 AI1949  ELLIP H (02/10/07) 1689.716  (m)                       GP(2002.00)    
 AI1949  ELLIP H (02/21/02) 1689.752  (m)                       GP(       ) 4 1
 AI1949  NAD 83(1994)-  40 28 39.30791(N)    111 26 01.77328(W) AD(       ) 1
 AI1949  ELLIP H (10/04/99) 1689.799  (m)                       GP(       ) 4 1
 AI1949
 AI1949.Superseded values are not recommended for survey control.
 AI1949
 AI1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1949.See file dsdata.pdf to determine how the superseded data were derived.
 AI1949
 AI1949_MARKER: DH = HORIZONTAL CONTROL DISK
 AI1949_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI1949_SP_SET: CONCRETE CULVERT ABUTMENT
 AI1949_STAMPING: FAA 36U C 1999
 AI1949_MARK LOGO: NGS
 AI1949_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1949+STABILITY: SURFACE MOTION
 AI1949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1949+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI1949
 AI1949  HISTORY     - Date     Condition        Report By
 AI1949  HISTORY     - 1999     MONUMENTED       NGS
 AI1949
 AI1949                          STATION DESCRIPTION
 AI1949
 AI1949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI1949'THE STATION IS LOCATED ABOUT 38 KM (23.60 MI) SOUTHEAST OF SALT LAKE
 AI1949'CITY, 38 KM (23.60 MI) NORTHEAST OF PROVO, ON THE SOUTH SIDE OF HEBER
 AI1949'CITY AT THE HEBER VALLEY AIRPORT IN THE GRASS EAST OF THE TAXIWAY.
 AI1949'OWNERSHIP--HEBER CITY.  THE AIRPORT MANAGER IS MARK ANDERSON, 1980
 AI1949'AIRPORT ROAD, P.O.  BOX 550, HEBER CITY, UT 84032.  PHONE
 AI1949'801-654-0757.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAYS 40 AND 189
 AI1949'ON THE SOUTH SIDE OF HEBER CITY, GO SOUTHWEST ON HIGHWAY 189 FOR 0.08
 AI1949'KM (0.05 MI) TO A PAVED ROAD LEFT.  TURN LEFT, SOUTH, ON PAVED ROAD
 AI1949'FOR 1.08 KM (0.65 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, WEST, ON
 AI1949'AIRPORT ROAD FOR 0.86 KM (0.55 MI) TO THE AIRPORT OFFICE.  TURN RIGHT
 AI1949'AND GO NORTH ON ROAD FOR 0.08 KM (0.05 MI) .  TURN LEFT AND GO BETWEEN
 AI1949'A METAL HANGAR AND A ROW OF CONCRETE BLOCK HANGARS TO THE APRON.  TURN
 AI1949'RIGHT AND GO WEST ON THE APRON FOR 0.08 KM (0.05 MI) TO THE TAXIWAY.
 AI1949'TURN LEFT AND GO SOUTHERLY ON TAXIWAY FOR 1.1 KM (0.70 MI) TO THE
 AI1949'STATION ON THE LEFT.  THE STATION IS SET IN THE SOUTH ABUTMENT OF A
 AI1949'CONCRETE CULVERT UNDER THE TAXIWAY.  IT IS 38.8 M (127.3 FT) NORTHEAST
 AI1949'OF A TAXIWAY SIGN FOR CONNECTOR TAXIWAY A5, 17.2 M (56.4 FT)
 AI1949'NORTH-NORTHEAST OF THE EXTENDED CENTERLINE OF CONNECTOR TAXIWAY A5,
 AI1949'AND 12.0 M (39.4 FT) EAST-SOUTHEAST OF A TAXIWAY. NOTE--THIS STATION
 AI1949'IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION (SACS.)
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AE2223 ***********************************************************************
 AE2223  SACS        -  This is a Secondary Airport Control Station.
 AE2223  DESIGNATION -  FAA BMC C
 AE2223  PID         -  AE2223
 AE2223  STATE/COUNTY-  UT/BOX ELDER
 AE2223  COUNTRY     -  US
 AE2223  USGS QUAD   -  BRIGHAM CITY (2017)
 AE2223
 AE2223                         *CURRENT SURVEY CONTROL
 AE2223  ______________________________________________________________________
 AE2223* NAD 83(2011) POSITION- 41 32 46.63421(N) 112 03 37.91681(W)   ADJUSTED
 AE2223* NAD 83(2011) ELLIP HT-  1271.544 (meters)        (06/27/12)   ADJUSTED
 AE2223* NAD 83(2011) EPOCH   -  2010.00
 AE2223* NAVD 88 ORTHO HEIGHT -  1287.63  (meters)     4224.5   (feet) GPS OBS
 AE2223  ______________________________________________________________________
 AE2223  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AE2223  GEOID HEIGHT    -        -16.070 (meters)                     GEOID99
 AE2223  GEOID HEIGHT    -        -16.115 (meters)                     GEOID18
 AE2223  NAD 83(2011) X  - -1,795,872.359 (meters)                     COMP
 AE2223  NAD 83(2011) Y  - -4,431,454.902 (meters)                     COMP
 AE2223  NAD 83(2011) Z  -  4,208,864.472 (meters)                     COMP
 AE2223  LAPLACE CORR    -          8.60  (seconds)                    DEFLEC18
 AE2223
 AE2223  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE2223  Standards:
 AE2223         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE2223            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE2223  -------------------------------------------------------------------
 AE2223  NETWORK    0.88   1.74           0.38   0.34   0.89      0.09908793
 AE2223  -------------------------------------------------------------------
 AE2223  Click here for local accuracies and other accuracy information.
 AE2223
 AE2223.This mark is at Brigham City Airport (BMC)
 AE2223
 AE2223.The horizontal coordinates were established by GPS observations
 AE2223.and adjusted by the National Geodetic Survey in June 2012.
 AE2223
 AE2223.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE2223.been affixed to the stable North American tectonic plate. See 
 AE2223.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE2223
 AE2223.The horizontal coordinates are valid at the epoch date displayed above
 AE2223.which is a decimal equivalence of Year/Month/Day.
 AE2223
 AE2223.The orthometric height was determined by GPS observations and a
 AE2223.high-resolution geoid model.
 AE2223
 AE2223.GPS derived orthometric heights for airport stations designated as
 AE2223.PACS or SACS are published to 2 decimal places.  This maintains
 AE2223.centimeter relative accuracy between the PACS and SACS.  It does
 AE2223.not indicate centimeter accuracy relative to other marks which are
 AE2223.part of the published vertical control network.
 AE2223
 AE2223.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2223.GEOID18 height accuracy estimate available here.
 AE2223
 AE2223.Click photographs - Photos may exist for this station.
 AE2223
 AE2223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2223
 AE2223.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE2223
 AE2223.The ellipsoidal height was determined by GPS observations
 AE2223.and is referenced to NAD 83.
 AE2223
 AE2223. The following values were computed from the NAD 83(2011) position.
 AE2223
 AE2223;                    North         East     Units Scale Factor Converg.
 AE2223;SPC UT N     - 1,134,851.363   453,232.751   MT  0.99997011   -0 22 10.5
 AE2223;SPC UT N     - 3,723,258.18  1,486,981.12   sFT  0.99997011   -0 22 10.5
 AE2223;UTM  12      - 4,599,945.979   411,547.462   MT  0.99969628   -0 42 12.3
 AE2223
 AE2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2223!SPC UT N     -   0.99980060  x   0.99997011  =   0.99977071
 AE2223!UTM  12      -   0.99980060  x   0.99969628  =   0.99949694
 AE2223
 AE2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1154799945(NAD 83)
 AE2223
 AE2223                          SUPERSEDED SURVEY CONTROL
 AE2223
 AE2223  NAD 83(2007)-  41 32 46.63392(N)    112 03 37.91793(W) AD(2002.00) 0
 AE2223  ELLIP H (02/10/07) 1271.559  (m)                       GP(2002.00)    
 AE2223  NAD 83(1994)-  41 32 46.63307(N)    112 03 37.91633(W) AD(       ) 1
 AE2223  ELLIP H (09/03/03) 1271.575  (m)                       GP(       ) 4 2
 AE2223
 AE2223.Superseded values are not recommended for survey control.
 AE2223
 AE2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2223.See file dsdata.pdf to determine how the superseded data were derived.
 AE2223
 AE2223_MARKER: I = METAL ROD
 AE2223_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2223_STAMPING: FAA BMC C 1994
 AE2223_MARK LOGO: NGS
 AE2223_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE2223+STABILITY: POSITION/ELEVATION WELL
 AE2223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2223+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2003
 AE2223
 AE2223  HISTORY     - Date     Condition        Report By
 AE2223  HISTORY     - 1994     MONUMENTED       NGS
 AE2223  HISTORY     - 20030721 GOOD             NGS
 AE2223
 AE2223                          STATION DESCRIPTION
 AE2223
 AE2223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AE2223'THE STATION IS LOCATED AT THE BRIGHAM CITY AIRPORT APPROXIMATELY 1800
 AE2223'FT (548.6 M) NORTH OF, AND ALONG THE EAST SIDE OF RUNWAY 34.  IT IS
 AE2223'454.0 FT (138.4 M) EAST OF THE RUNWAY CENTERLINE, 166 FT (50.6 M) WEST
 AE2223'OF A FENCE, 140 FT (42.7 M) WSW OF THE SW CORNER OF THE CONCRETE BASE
 AE2223'OF THE AMOM TOWER, 136 FT (41.5 M) SW OF TMOM POLE, AND 28.5 FT (8.7
 AE2223'M) SOUTH OF THE CENTER OF A GRAVEL ROAD LEADING FROM THE RUNWAY TO THE
 AE2223'AMOM.  THE STATION IS AN NGS 3D ROD MARK.  THE LOGO CAP IS SET FLUSH
 AE2223'WITH THE GROUND AND IS STAMPED---FAA BMC C 1994---.
 AE2223
 AE2223                          STATION RECOVERY (2003)
 AE2223
 AE2223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (SB)
 AE2223'THIS STATION IS LOCATED AT THE BRIGHAM CITY MUNICIPAL AIRPORT,
 AE2223'MIDFIELD AND EAST OF THE RUNWAY.  OWNERSHIP IS BRIGHAM CITY PUBLIC
 AE2223'WORKS, 20 NORTH MAIN, BRIGHAM CITY, UTAH 84302.  AIRPORT MANAGER IS
 AE2223'BRUCE LEONARD.  PHONE (435) 734-2001.  PERMISSION FROM AIRPORT MANAGER
 AE2223'MUST BE OBTAINED BEFORE ACCESSING AIRCRAFT MOVEMENT AREA.
 AE2223'
 AE2223'TO REACH THIS STATION FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE
 AE2223'15, 84 AND UT 13 (EXIT 368), ABOUT 6 KM (3.7 MI) NORTHWEST OF BRIGHAM
 AE2223'CITY, GO SOUTHEAST ON HIGHWAY 13 FOR 0.5 KILOMETSRS TO A PAVED AIRPORT
 AE2223'ROAD ON THE LEFT.  LEFT AND CONTINUE NORTH ON AIRPORT ROAD FOR 0.7 MI
 AE2223'(1.1 KM) TO AIRPORT ENTRANCE ON THE RIGHT.  RIGHT AND CONTINUE EAST
 AE2223'INTO AIRCRAFT HANGAR AREA 0.05 MILE.  RIGHT AND SOUTH THROUGH HANGAR
 AE2223'TO AIRCRAFT PARKING APRON.  LEFT AND CONTINUE EAST ON AIRCRAFT PARKING
 AE2223'APRON AND ACROSS RUNWAY END 34 0.1 MILE.  CONTINUE NORTH AND EAST OF
 AE2223'RUNWAY 0.3 MI (0.5 KM) TO GRAVEL ACCESS ROAD LEADING EAST TO AWOS
 AE2223'ANTENNA SITE AND STATION ON THE RIGHT.
 AE2223'
 AE2223'THE STATION IS 142 FT (43.3 M) WEST OF AWOS TOWER, 167.3 FT (51.0 M)
 AE2223'WEST OF A NORTH SOUTH PERIMETER FENCE, 28.0 FT (8.5 M) SOUTH OF GRAVEL
 AE2223'ACCESS ROAD, 391 FT (119.2 M) EAST OF THE EAST EDGE OF RUNWAY
 AE2223'PAVEMENT, 3.0 FT (0.9 M) NORTH OF A FIBER GLASS WITNESS POST.  THIS
 AE2223'STATION HAS BEEN DESGINATED AS A SECONDARY AIRPORT CONTROL STATION OR
 AE2223'SACS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3665 ***********************************************************************
 AA3665  CBN         -  This is a Cooperative Base Network Control Station.
 AA3665  PACS        -  This is a Primary Airport Control Station.
 AA3665  DESIGNATION -  FAA CDC A
 AA3665  PID         -  AA3665
 AA3665  STATE/COUNTY-  UT/IRON
 AA3665  COUNTRY     -  US
 AA3665  USGS QUAD   -  CEDAR CITY (2017)
 AA3665
 AA3665                         *CURRENT SURVEY CONTROL
 AA3665  ______________________________________________________________________
 AA3665* NAD 83(2011) POSITION- 37 41 59.04005(N) 113 05 39.59176(W)   ADJUSTED
 AA3665* NAD 83(2011) ELLIP HT-  1688.799 (meters)        (06/27/12)   ADJUSTED
 AA3665* NAD 83(2011) EPOCH   -  2010.00
 AA3665* NAVD 88 ORTHO HEIGHT -  1710.39  (meters)     5611.5   (feet) GPS OBS
 AA3665  ______________________________________________________________________
 AA3665  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3665  GEOID HEIGHT    -         -21.23 (meters)                     GEOID93
 AA3665  GEOID HEIGHT    -        -21.600 (meters)                     GEOID18
 AA3665  NAD 83(2011) X  - -1,982,496.233 (meters)                     COMP
 AA3665  NAD 83(2011) Y  - -4,649,171.975 (meters)                     COMP
 AA3665  NAD 83(2011) Z  -  3,880,160.487 (meters)                     COMP
 AA3665  LAPLACE CORR    -          9.56  (seconds)                    DEFLEC18
 AA3665
 AA3665  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3665  Standards:
 AA3665         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3665            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3665  -------------------------------------------------------------------
 AA3665  NETWORK    1.03   1.78           0.48   0.33   0.91     -0.17220119
 AA3665  -------------------------------------------------------------------
 AA3665  Click here for local accuracies and other accuracy information.
 AA3665
 AA3665.This mark is at Cedar City Airport (CDC)
 AA3665
 AA3665.The horizontal coordinates were established by GPS observations
 AA3665.and adjusted by the National Geodetic Survey in June 2012.
 AA3665
 AA3665.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3665.been affixed to the stable North American tectonic plate. See 
 AA3665.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3665
 AA3665.The horizontal coordinates are valid at the epoch date displayed above
 AA3665.which is a decimal equivalence of Year/Month/Day.
 AA3665
 AA3665.The orthometric height was determined by GPS observations and a
 AA3665.high-resolution geoid model.
 AA3665
 AA3665.GPS derived orthometric heights for airport stations designated as
 AA3665.PACS or SACS are published to 2 decimal places.  This maintains
 AA3665.centimeter relative accuracy between the PACS and SACS.  It does
 AA3665.not indicate centimeter accuracy relative to other marks which are
 AA3665.part of the published vertical control network.
 AA3665
 AA3665.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3665.GEOID18 height accuracy estimate available here.
 AA3665
 AA3665.Click photographs - Photos may exist for this station.
 AA3665
 AA3665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3665
 AA3665.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3665
 AA3665.The ellipsoidal height was determined by GPS observations
 AA3665.and is referenced to NAD 83.
 AA3665
 AA3665. The following values were computed from the NAD 83(2011) position.
 AA3665
 AA3665;                    North         East     Units Scale Factor Converg.
 AA3665;SPC UT S     - 3,115,851.548   359,410.449   MT  0.99995238   -0 58 36.6
 AA3665;SPC UT S     -10,222,589.62  1,179,165.78   sFT  0.99995238   -0 58 36.6
 AA3665;UTM  12      - 4,174,564.750   315,365.667   MT  1.00001990   -1 16 51.9
 AA3665
 AA3665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3665!SPC UT S     -   0.99973506  x   0.99995238  =   0.99968746
 AA3665!UTM  12      -   0.99973506  x   1.00001990  =   0.99975496
 AA3665
 AA3665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG1536574564(NAD 83)
 AA3665
 AA3665                          SUPERSEDED SURVEY CONTROL
 AA3665
 AA3665  NAD 83(2007)-  37 41 59.03966(N)    113 05 39.59187(W) AD(2002.00) 0
 AA3665  ELLIP H (02/10/07) 1688.805  (m)                       GP(2002.00)    
 AA3665  ELLIP H (11/14/01) 1688.842  (m)                       GP(       ) 4 2
 AA3665  NAD 83(1994)-  37 41 59.03878(N)    113 05 39.58994(W) AD(       ) B
 AA3665  ELLIP H (04/21/95) 1688.915  (m)                       GP(       ) 4 1
 AA3665
 AA3665.Superseded values are not recommended for survey control.
 AA3665
 AA3665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3665.See file dsdata.pdf to determine how the superseded data were derived.
 AA3665
 AA3665_MARKER: F = FLANGE-ENCASED ROD
 AA3665_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3665_STAMPING: FAA CDC A 1994
 AA3665_MARK LOGO: NGS
 AA3665_PROJECTION: RECESSED 3 CENTIMETERS
 AA3665_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3665+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2020
 AA3665_ROD/PIPE-DEPTH: 4.34 meters
 AA3665_SLEEVE-DEPTH  : 0.90 meters
 AA3665
 AA3665  HISTORY     - Date     Condition        Report By
 AA3665  HISTORY     - 1994     MONUMENTED       NGS
 AA3665  HISTORY     - 20150902 GOOD             GDAENG
 AA3665  HISTORY     - 20200717 GOOD             JVI
 AA3665
 AA3665                          STATION DESCRIPTION
 AA3665
 AA3665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3665'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF CEDAR CITY AT THE
 AA3665'CEDAR CITY MUNICIPAL AIRPORT, IN LOW BRUSH AND GRAVEL ON THE SOUTHWEST
 AA3665'SIDE OF THE WINDSOCK, ACROSS THE APRON FROM THE TERMINAL, AND ADJACENT
 AA3665'TO AN OLD RUNWAY.  OWNERSHIP--CEDAR CITY.  AIRPORT MANAGER IS RICHARD
 AA3665'PAYTON, 2281 WEST KITTYHAWK DRIVE, CEDAR CITY, UT 84720.  PHONE
 AA3665'801-586-3881.  CALL ONE DAY IN ADVANCE FOR ACCESS THROUGH LOCKED GATE
 AA3665'OR SECURITY ESCORT. TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 AA3665'INJTERSTATE HIGHWAY 15 AND STATE HIGHWAYS 14 EAST AND 56 WEST ON THE
 AA3665'WEST SIDE OF CEDAR CITY, GO WEST ON HIGHWAY 56 FOR 0.73 KM (0.45 MI)
 AA3665'TO AIRPORT ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON AIRPORT ROAD FOR
 AA3665'1.59 TO A PAVED CROSSROAD.  TURN LEFT, WEST, ON KITTYHAWK DRIVE FOR
 AA3665'0.59 KM (0.35 MI) TO THE TERMINAL ON THE RIGHT AT A PARKING LOT.  TURN
 AA3665'LEFT, SOUTHWEST, ACROSS GRAVEL FOR 0.07 KM (0.05 MI) TO A GATE.  PASS
 AA3665'THROUGH GATE, WEST, FOR 25 M (82.0 FT) TO THE APRON AT A GAS PUMP.
 AA3665'BEAR RIGHT, NORTHWEST, ACROSS APRON FOR 0.07 KM (0.05 MI) TO A GRAVEL
 AA3665'TRAIL ON THE SOUTH SIDE OF THE WINDSOCK.  TURN LEFT, WEST, ON GRAVEL
 AA3665'TO THE STATION ON THE RIGHT. STATION MARK IS APUNCH HOLE TOP CENTER OF
 AA3665'A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG
 AA3665'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 AA3665'PROJECTING 3 CM.  IT IS 70.1 M (230.0 FT) WEST-NORTHWEST OF THE APRON
 AA3665'EDGE, 64.4 M (211.3 FT) EAST-SOUTHEAST OF A SATELLITE DISH LEG, 20.9 M
 AA3665'(68.6 FT) SOUTHWEST OF THE WINDSOCK, 4.9 M (16.1 FT) NORTHEAST OF THE
 AA3665'CENTER OF A CURVE IN OLD RUNWAY, AND 4.9 M (16.1 FT) SOUTHWEST OF A
 AA3665'FIBERGLASS WITNESS POST IN SYMMETRICAL CIRCLE. DESCRIBED BY D.G. AUG
 AA3665
 AA3665                          STATION RECOVERY (2015)
 AA3665
 AA3665'RECOVERY NOTE BY GDA ENGINEERS 2015 (PD)
 AA3665'RECOVERED IN GOOD CONDITION.
 AA3665
 AA3665                          STATION RECOVERY (2020)
 AA3665
 AA3665'RECOVERY NOTE BY JVIATION INC. 2020 (AJK)
 AA3665'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3667 ***********************************************************************
 AA3667  FBN         -  This is a Federal Base Network Control Station.
 AA3667  PACS        -  This is a Primary Airport Control Station.
 AA3667  DESIGNATION -  FAA CNY A
 AA3667  PID         -  AA3667
 AA3667  STATE/COUNTY-  UT/GRAND
 AA3667  COUNTRY     -  US
 AA3667  USGS QUAD   -  VALLEY CITY (2017)
 AA3667
 AA3667                         *CURRENT SURVEY CONTROL
 AA3667  ______________________________________________________________________
 AA3667* NAD 83(2011) POSITION- 38 45 41.18811(N) 109 45 02.76442(W)   ADJUSTED
 AA3667* NAD 83(2011) ELLIP HT-  1371.726 (meters)        (06/27/12)   ADJUSTED
 AA3667* NAD 83(2011) EPOCH   -  2010.00
 AA3667* NAVD 88 ORTHO HEIGHT -  1392.44  (meters)     4568.4   (feet) GPS OBS
 AA3667  ______________________________________________________________________
 AA3667  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AA3667  GEOID HEIGHT    -        -20.614 (meters)                     GEOID99
 AA3667  GEOID HEIGHT    -        -20.723 (meters)                     GEOID18
 AA3667  NAD 83(2011) X  - -1,683,232.919 (meters)                     COMP
 AA3667  NAD 83(2011) Y  - -4,687,994.437 (meters)                     COMP
 AA3667  NAD 83(2011) Z  -  3,972,559.896 (meters)                     COMP
 AA3667  LAPLACE CORR    -          0.35  (seconds)                    DEFLEC18
 AA3667
 AA3667  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3667  Standards:
 AA3667         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3667            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3667  -------------------------------------------------------------------
 AA3667  NETWORK    0.30   0.65           0.13   0.11   0.33     -0.03737270
 AA3667  -------------------------------------------------------------------
 AA3667  Click here for local accuracies and other accuracy information.
 AA3667
 AA3667.This mark is at Canyonlands Field Airport (CNY)
 AA3667
 AA3667.The horizontal coordinates were established by GPS observations
 AA3667.and adjusted by the National Geodetic Survey in June 2012.
 AA3667
 AA3667.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3667.been affixed to the stable North American tectonic plate. See 
 AA3667.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3667
 AA3667.The horizontal coordinates are valid at the epoch date displayed above
 AA3667.which is a decimal equivalence of Year/Month/Day.
 AA3667
 AA3667.The orthometric height was determined by GPS observations and a
 AA3667.high-resolution geoid model.
 AA3667
 AA3667.GPS derived orthometric heights for airport stations designated as
 AA3667.PACS or SACS are published to 2 decimal places.  This maintains
 AA3667.centimeter relative accuracy between the PACS and SACS.  It does
 AA3667.not indicate centimeter accuracy relative to other marks which are
 AA3667.part of the published vertical control network.
 AA3667
 AA3667.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3667.GEOID18 height accuracy estimate available here.
 AA3667
 AA3667.Click photographs - Photos may exist for this station.
 AA3667
 AA3667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3667
 AA3667.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3667
 AA3667.The ellipsoidal height was determined by GPS observations
 AA3667.and is referenced to NAD 83.
 AA3667
 AA3667. The following values were computed from the NAD 83(2011) position.
 AA3667
 AA3667;                    North         East     Units Scale Factor Converg.
 AA3667;SPC UT C     - 2,049,016.822   652,038.569   MT  1.00007275   +1 07 13.9
 AA3667;SPC UT C     - 6,722,482.69  2,139,229.87   sFT  1.00007275   +1 07 13.9
 AA3667;UTM  12      - 4,291,044.855   608,537.378   MT  0.99974506   +0 46 55.9
 AA3667
 AA3667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3667!SPC UT C     -   0.99978482  x   1.00007275  =   0.99985756
 AA3667!UTM  12      -   0.99978482  x   0.99974506  =   0.99952994
 AA3667
 AA3667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH0853791044(NAD 83)
 AA3667
 AA3667                          SUPERSEDED SURVEY CONTROL
 AA3667
 AA3667  NAD 83(2007)-  38 45 41.18763(N)    109 45 02.76516(W) AD(2002.00) 0
 AA3667  ELLIP H (02/10/07) 1371.742  (m)                       GP(2002.00)    
 AA3667  ELLIP H (06/28/00) 1371.762  (m)                       GP(       ) 4 1
 AA3667  NAD 83(1994)-  38 45 41.18688(N)    109 45 02.76497(W) AD(       ) B
 AA3667  ELLIP H (04/21/95) 1371.821  (m)                       GP(       ) 4 1
 AA3667  NAVD 88 (04/21/95) 1392.47   (m)  GEOID93  model used  GPS OBS        
 AA3667
 AA3667.Superseded values are not recommended for survey control.
 AA3667
 AA3667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3667.See file dsdata.pdf to determine how the superseded data were derived.
 AA3667
 AA3667_MARKER: F = FLANGE-ENCASED ROD
 AA3667_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3667_STAMPING: FAA CNY A 1994
 AA3667_MARK LOGO: NGS
 AA3667_PROJECTION: FLUSH
 AA3667_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3667+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2008
 AA3667_ROD/PIPE-DEPTH: 2.75 meters
 AA3667_SLEEVE-DEPTH  : 0.90 meters
 AA3667
 AA3667  HISTORY     - Date     Condition        Report By
 AA3667  HISTORY     - 1994     MONUMENTED       NGS
 AA3667  HISTORY     - 19990208 GOOD             NGS
 AA3667  HISTORY     - 20080429 GOOD             WOOLPT
 AA3667
 AA3667                          STATION DESCRIPTION
 AA3667
 AA3667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3667'THE STATION IS LOCATED ABOUT 27 KM (16.75 MI) NORTHWEST OF MOAB, 14 KM
 AA3667'(8.70 MI) SOUTH OF INTERSTATE HIGHWAY 70 AT THE CANYONLANDS FIELD
 AA3667'AIRPORT, ON THE EAST END OF A LOW BUT PROMINENT HILL, NEAR THE
 AA3667'NORTHWEST CORNER OF AND HIGHEST POINT OF THE AIRFIELD.  AIRPORT
 AA3667'MANAGER IS BONNIE LINDGREN, P.O. BOX 515, MOAB, UT 84532.  PHONE
 AA3667'801-259-7421.  CHECK IN AT THE TERMINAL FOR PERMISSION TO ENTER THE
 AA3667'AIRFIELD TO OCCUPY THIS STATION. TO REACH  FROM THE UNDERPASS AT THE
 AA3667'JUNCTION OF INTERSTATE HIGHWAY 70 AND STATE HIGHWAY 191 ABOUT 53 KM
 AA3667'(32.95 MI) NORTHWEST OF MOAB, GO SOUTH-SOUTHEAST ON HIGHWAY 191 FOR
 AA3667'20.92 KM (13.00 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT,
 AA3667'SOUTHWEST, ON ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO THE TERMINAL AND
 AA3667'A GRAVEL ROAD LEFT.  TURN LEFT, SOUTH, ON GRAVEL ROAD FOR 0.13 KM
 AA3667'(0.10 MI) TO A GATE ON THE RIGHT. TURN RIGHT, WESTERLY, PASSING
 AA3667'THROUGH GATE, AND WORK YOUR WAY ACROSS APRON FOR 0.23 KM (0.15 MI) TO
 AA3667'A Y-JUNCTION OF TAXIS.  BEAR RIGHT, NORTHWEST, ALONG THE EAST
 AA3667'CONNECTOR AND AROUND RUNWAY END FOR 0.12 KM (0.05 MI) TO THE NORTHWEST
 AA3667'SIDE OF RUNWAY.  BEAR RIGHT NNW FOR 0.1 KM (0.05 MI) FOLLOWING A TRACK
 AA3667'ROAD AROUND A DITCH AND OVER TO A FORK IN THE ROAD AT A WINDSOCK.
 AA3667'BEAR RIGHT NNW AND FOLLOW WINDING TRACK ROAD FOR 0.25 MI (0.40 KM)
 AA3667'ACROSS FIELD AND DITCHES TO THE TOP OF THE SE END OF LOW HILL TO THE
 AA3667'WEST OF WINDSOCK.  TURN LEFT, SOUTHWEST, ALONG RUNWAY FOR 0.17 KM
 AA3667'(0.10 MI) TO THE STATION ON THE RIGHT ABOUT 175 M (574.1 FT) TO THE
 AA3667'NORTHWEST. STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD
 AA3667'IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 AA3667'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.
 AA3667'IT IS 189.4 M (621.4 FT) NORTHWEST OF THE CENTER OF THE RUNWAY, 159.7
 AA3667'M (523.9 FT) WEST OF THE WINDSOCK, AND 0.95 M (3.12 FT) EAST OF A
 AA3667'FIBERGLASS WITNESS POST AND ABOUT 5 M (16.4 FT) HIGHER THAN THE
 AA3667'RUNWAY. DESCRIBED BY D.G. AUG
 AA3667
 AA3667                          STATION RECOVERY (1999)
 AA3667
 AA3667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AA3667'THE STATION IS LOCATED ABOUT 57.93 KM (36.00 MI) SOUTHEAST OF GREEN
 AA3667'RIVER, ABOUT 28.96 KM (18.00 MI) NORTHWEST OF MOAB AND AT THE
 AA3667'CANYONLANDS FIELD AIRPORT ON A SMALL HILL 0.24 KM (0.15 MI) WEST OF
 AA3667'THE WIND SOCK LOCATED WEST AND ACROSS RUNWAY 21 FROM THE JUNCTION OF
 AA3667'TAXI ALPA 2.  OWNERSHIP--CANYONLANDS FIELD AIRPORT, PO BOX 515, MOAB,
 AA3667'UT 84532, PHONE 435-259-7421, FAX -4032.  THE AIRPORT MANAGER IS BETH
 AA3667'CROKER ROY.  CONTACT HER ONE DAY IN ADVANCE BEFORE OCCUPYING THIS
 AA3667'STATION.  TO REACH THE STATION FROM THE UNDERPASS AT THE JUNCTION OF
 AA3667'INTERSTATE HIGHWAY 70 AND STATE HIGHWAY 191, EXIT 180, MOAB EXIT, GO
 AA3667'SOUTHEAST ON STATE HIGHWAY 191 FOR 21.56 KM (13.40 MI) TO THE ENTRANCE
 AA3667'ROAD TO THE CANYONLANDS FIELD AIRPORT ON THE RIGHT.  TURN RIGHT AND GO
 AA3667'SOUTHWEST ON THE ROAD FOR 0.16 KM (0.10 MI) TO THE AIRPORT TERMINAL
 AA3667'BUILDING.  TURN LEFT AND GO SOUTHEAST ON A GRAVEL ROAD FOR 0.08 KM
 AA3667'(0.05 MI) TO A GATE ON THE RIGHT, EAST OF THE AIRPORT BEACON.  TURN
 AA3667'RIGHT AND GO SOUTHWEST PASSING THROUGH THE GATE AND THEN NORTHERLY ON
 AA3667'THE GRAVEL ROAD FOR ABOUT 45.72 M (150.00 FT) TO THE EAST CORNER OF
 AA3667'THE APRON.  BEAR LEFT, NORTHWESTERLY ACROSS THE APRON (TIE DOWN AREA)
 AA3667'FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF TAXIWAYS ALPHA 2 AND ALPHA 3.
 AA3667'BEAR RIGHT ON TAXI ALPHA 2 FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF
 AA3667'RUNWAY 21.  CONTINUE AHEAD AND CROSS THE RUNWAY TO THE WIND SOCK IN A
 AA3667'SEGMENTED CIRCLE.  BEAR LEFT AND GO SOUTHEAST TO THE SOUTHEAST SIDE OF
 AA3667'THE SEGMENTED CIRCLE TO A DIM TRAIL ROAD LEADING SOUTHWEST UPHILL.
 AA3667'CONTINUE AHEAD AND GO SOUTHWEST ON THE TRAIL ROAD FOR 0.24 KM (0.15
 AA3667'MI) TO THE TOP OF THE HILL AND THE STATION ON THE LEFT.  IT IS 3.51 M
 AA3667'(11.52 FT) SOUTHEAST OF THE CENTER OF THE TRAIL ROAD, 0.91 M (2.99 FT)
 AA3667'EAST OF A FIBERGLASS WITNESS POST AND ABOUT 6.1 M (20.0 FT) ABOVE THE
 AA3667'RUNWAY.
 AA3667
 AA3667                          STATION RECOVERY (2008)
 AA3667
 AA3667'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (DJK)
 AA3667'RECOVERY NOTE BY WOOLPERT, INC.  2008 (DJK) RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0769 ***********************************************************************
 LQ0769  SACS        -  This is a Secondary Airport Control Station.
 LQ0769  DESIGNATION -  FAA ENV A
 LQ0769  PID         -  LQ0769
 LQ0769  STATE/COUNTY-  UT/TOOELE
 LQ0769  COUNTRY     -  US
 LQ0769  USGS QUAD   -  WENDOVER (2017)
 LQ0769
 LQ0769                         *CURRENT SURVEY CONTROL
 LQ0769  ______________________________________________________________________
 LQ0769* NAD 83(2011) POSITION- 40 43 29.61001(N) 114 02 03.88894(W)   ADJUSTED
 LQ0769* NAD 83(2011) ELLIP HT-  1271.624 (meters)        (06/27/12)   ADJUSTED
 LQ0769* NAD 83(2011) EPOCH   -  2010.00
 LQ0769* NAVD 88 ORTHO HEIGHT -  1289.97  (meters)     4232.2   (feet) GPS OBS
 LQ0769  ______________________________________________________________________
 LQ0769  NAVD 88 orthometric height was determined with geoid model    GEOID99
 LQ0769  GEOID HEIGHT    -        -18.152 (meters)                     GEOID99
 LQ0769  GEOID HEIGHT    -        -18.165 (meters)                     GEOID18
 LQ0769  NAD 83(2011) X  - -1,971,889.010 (meters)                     COMP
 LQ0769  NAD 83(2011) Y  - -4,421,785.695 (meters)                     COMP
 LQ0769  NAD 83(2011) Z  -  4,140,147.587 (meters)                     COMP
 LQ0769  LAPLACE CORR    -         -3.36  (seconds)                    DEFLEC18
 LQ0769
 LQ0769  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LQ0769  Standards:
 LQ0769         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LQ0769            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LQ0769  -------------------------------------------------------------------
 LQ0769  NETWORK    1.12   1.90           0.52   0.36   0.97     -0.12750292
 LQ0769  -------------------------------------------------------------------
 LQ0769  Click here for local accuracies and other accuracy information.
 LQ0769
 LQ0769.This mark is at Wendover Airport (ENV)
 LQ0769
 LQ0769.The horizontal coordinates were established by GPS observations
 LQ0769.and adjusted by the National Geodetic Survey in June 2012.
 LQ0769
 LQ0769.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LQ0769.been affixed to the stable North American tectonic plate. See 
 LQ0769.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LQ0769
 LQ0769.The horizontal coordinates are valid at the epoch date displayed above
 LQ0769.which is a decimal equivalence of Year/Month/Day.
 LQ0769
 LQ0769.The orthometric height was determined by GPS observations and a
 LQ0769.high-resolution geoid model.
 LQ0769
 LQ0769.GPS derived orthometric heights for airport stations designated as
 LQ0769.PACS or SACS are published to 2 decimal places.  This maintains
 LQ0769.centimeter relative accuracy between the PACS and SACS.  It does
 LQ0769.not indicate centimeter accuracy relative to other marks which are
 LQ0769.part of the published vertical control network.
 LQ0769
 LQ0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0769.GEOID18 height accuracy estimate available here.
 LQ0769
 LQ0769.Click photographs - Photos may exist for this station.
 LQ0769
 LQ0769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LQ0769
 LQ0769.The Laplace correction was computed from DEFLEC18 derived deflections.
 LQ0769
 LQ0769.The ellipsoidal height was determined by GPS observations
 LQ0769.and is referenced to NAD 83.
 LQ0769
 LQ0769. The following values were computed from the NAD 83(2011) position.
 LQ0769
 LQ0769;                    North         East     Units Scale Factor Converg.
 LQ0769;SPC UT C     - 2,268,553.675   285,906.978   MT  1.00001950   -1 37 24.6
 LQ0769;SPC UT C     - 7,442,746.52    938,013.14   sFT  1.00001950   -1 37 24.6
 LQ0769;UTM  11      - 4,512,449.138   750,461.338   MT  1.00037220   +1 56 09.0
 LQ0769;UTM  12      - 4,512,647.922   243,724.992   MT  1.00040847   -1 58 50.9
 LQ0769
 LQ0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0769!SPC UT C     -   0.99980057  x   1.00001950  =   0.99982006
 LQ0769!UTM  11      -   0.99980057  x   1.00037220  =   1.00017269
 LQ0769!UTM  12      -   0.99980057  x   1.00040847  =   1.00020895
 LQ0769
 LQ0769:                Primary Azimuth Mark                     Grid Az
 LQ0769:SPC UT C     -  AWOS MKR NORTH                           161 53 49.6
 LQ0769:UTM  11      -  AWOS MKR NORTH                           158 20 16.0
 LQ0769:UTM  12      -  AWOS MKR NORTH                           162 15 15.9
 LQ0769
 LQ0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF5046112449(NAD 83)
 LQ0769
 LQ0769|---------------------------------------------------------------------|
 LQ0769| PID    Reference Object                     Distance      Geod. Az  |
 LQ0769|                                                           dddmmss.s |
 LQ0769| LQ0768 AWOS MKR NORTH                      APPROX. 0.5 KM 1601625.0 |
 LQ0769|---------------------------------------------------------------------|
 LQ0769
 LQ0769                          SUPERSEDED SURVEY CONTROL
 LQ0769
 LQ0769  NAD 83(2007)-  40 43 29.60978(N)    114 02 03.88895(W) AD(2002.00) 0
 LQ0769  ELLIP H (02/10/07) 1271.633  (m)                       GP(2002.00)    
 LQ0769  NAD 83(1994)-  40 43 29.60879(N)    114 02 03.88649(W) AD(       ) 1
 LQ0769  ELLIP H (10/14/03) 1271.698  (m)                       GP(       ) 4 2
 LQ0769  NAD 83(1994)-  40 43 29.60820(N)    114 02 03.88575(W) AD(       ) 3
 LQ0769  ELLIP H (11/04/97) 1271.759  (m)                       GP(       ) 4 1
 LQ0769  NAD 83(1986)-  40 43 29.60115(N)    114 02 03.88300(W) AD(       ) 3
 LQ0769  NGVD 29 (10/05/92) 1289.01   (m)  GEOID90  model used  GPS OBS        
 LQ0769
 LQ0769.Superseded values are not recommended for survey control.
 LQ0769
 LQ0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0769.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0769
 LQ0769_MARKER: F = FLANGE-ENCASED ROD
 LQ0769_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LQ0769_STAMPING: FAA ENV A 1992
 LQ0769_MARK LOGO: NGS
 LQ0769_PROJECTION: FLUSH
 LQ0769_MAGNETIC: I = MARKER IS A STEEL ROD
 LQ0769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0769+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 LQ0769_ROD/PIPE-DEPTH: 23.2 meters
 LQ0769
 LQ0769  HISTORY     - Date     Condition        Report By
 LQ0769  HISTORY     - 1992     MONUMENTED       NGS
 LQ0769  HISTORY     - 19951231 GOOD             NGS
 LQ0769  HISTORY     - 20030822 GOOD             NGS
 LQ0769
 LQ0769                          STATION DESCRIPTION
 LQ0769
 LQ0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LQ0769'STATION IS LOCATED AT THE WENDOVER AIRPORT, ALONG THE SOUTH EDGE OF A
 LQ0769'LARGE CONCRETE APRON AREA, AT A GRAVEL ROAD LEADING SOUTH TO THE
 LQ0769'TETRAHEDRON AND A WEATHER BUREAU ANEMOMETER MAST.  OWNERSHIP--CITY OF
 LQ0769'WENDOVER.  FIXED-BASE OFFICER (FBO) IS CHRIS MELVILLE, ICARUS
 LQ0769'AVIATION, INC, WENDOVER MUNICIPAL AIRPORT, P.O. BOX 280, WENDOVER, UT
 LQ0769'84063.  PHONE IS 801-665-2331. (FBO MUST BE CONTACTED BEFORE GOING ON
 LQ0769'THE FIELD.  OFFICE IS IN TERMINAL BUILDING).
 LQ0769'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND U.S. HIGHWAY
 LQ0769'93 IN WEST WENDOVER, NEVADA, GO EAST ON HIGHWAY 80 BUSINESS FOR 0.90
 LQ0769'KM (0.56 MI) TO AN OVERHEAD WALKWAY BETWEEN CASINOS (STATE LINE).
 LQ0769'CONTINUE AHEAD FOR 0.26 KM (0.16 MI) TO A PAVED ROAD RIGHT.  TURN
 LQ0769'RIGHT, SOUTH, ON FIRST STREET FOR 0.89 KM (0.55 MI) TO ROAD CURVE
 LQ0769'LEFT AT AIRPORT FENCE.  BEAR LEFT, EAST, THROUGH OPEN AREA FOR 0.22
 LQ0769'KM (0.14 MI) TO A GATE ON THE RIGHT ON THE EAST SIDE OF THE TERMINAL
 LQ0769'BUILDING.  PASS THROUGH GATE, SOUTH, ACROSS APRON FOR  0.24 KM
 LQ0769'(0.15 MI) TO SOUTH EDGE OF APRON.  TURN LEFT, SOUTHEAST, ALONG APRON
 LQ0769'EDGE FOR  0.26 KM (0.16 MI) TO A GRAVEL ROAD RIGHT AND THE STATION ON
 LQ0769'THE RIGHT.
 LQ0769'STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A 2.5
 LQ0769'CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH
 LQ0769'A LOGO CAP SURROUNED BY CONCRETE PROJECTING 1 CM ABOVE THE GROUND. IT
 LQ0769'IS 5.5 M (18.0 FT) SOUTH FROM THE APRON EDGE, 10.5 M (34.4 FT) WEST
 LQ0769'FROM THE ROAD CENTER, 2.1 M (6.9 FT) SOUTH FROM A STEEL REFLECTOR
 LQ0769'POST AND 0.9 M (3.0 FT) NORTH FROM A CARSONITE WITNESS POST.
 LQ0769
 LQ0769                          STATION RECOVERY (1995)
 LQ0769
 LQ0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (NGS)
 LQ0769'THE STATION IS LOCATED S OF THE CONCRETE RAMP AND ON THE W SIDE OF THE
 LQ0769'SERVICE ROAD LEADING S TO THE MIDFIELD ANEMOMETER AT MIDFIELD.  34.4
 LQ0769'FT (10.5 M) W OF THE CENTER OF THE ROAD.  18 FT (5.5 M) S OF THE EDGE
 LQ0769'OF THE CONCRETE RAMP.  3.0 FT (0.9 M) NORTH OF A WITNESS POST.  THE
 LQ0769'STATION IS AN NGS 3D ROD MARK ENCASED IN A 5 INCH PVC WITH AN ACCESS
 LQ0769'COVER STAMPED FAA ENV A 1992.
 LQ0769
 LQ0769                          STATION RECOVERY (2003)
 LQ0769
 LQ0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 LQ0769'THE STATION IS LOCATED ON THE WENDOVER MUNICIPAL AIRPORT, SOUTHEAST OF
 LQ0769'THE TERMINAL ALONG THE WEST EDGE OF A GRAVELED ROAD, NORTHEAST OF THE
 LQ0769'WINDSOCK, OWNERSHIP--CITY OF WENDOVER, 345 SOUTH AIRPORT APRON,
 LQ0769'WENDOVER UT 84083.  JAMES S PETERSEN, MANAGER, PHONE 435-665-2308.
 LQ0769'
 LQ0769'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 80
 LQ0769'AND U.S. HIGHWAY 93 ALTERNATE (EXIT 410) IN WEST WENDOVER NEVADA, GO
 LQ0769'0.25 KM (0.16 MI) TO A T-ROAD.  TURN LEFT, EAST, ON HIGHWAY 93
 LQ0769'ALTERNATE AND INTERSTATE HIGHWAY 80 BUSINESS FOR 0.25 KM (0.16 MI) TO
 LQ0769'HIGHWAY 93 SOUTH.  CONTINUE AHEAD FOR 0.9 KM (0.6 MI) ALONG HIGHWAY 80
 LQ0769'BUSINESS TO AN OVERHEAD WALKWAY BETWEEN CASINOS AT THE STATE LINE.
 LQ0769'CONTINUE AHEAD FOR 0.25 KM (0.16 MI) TO A CROSS STREET.  TURN RIGHT,
 LQ0769'SOUTH, GO 0.9 KM (0.6 MI) ALONG FIRST STREET TO A ROAD CURVE LEFT
 LQ0769'NEAR THE AIRPORT PERIMETER FENCE, BEAR LEFT, EAST GO 0.2 KM (0.1 MI)
 LQ0769'EAST AND THEN SOUTH TO A GATE ON THE EAST SIDE OF THE TERMINAL
 LQ0769'BUILDING AND OLD CONTROL TOWER, PASS THROUGH THE GATE AND TURN LEFT,
 LQ0769'EAST, GO 0.3 KM (0.2 MI) ALONG THE NORTH EDGE OF THE APRON, THEN TURN
 LQ0769'RIGHT, SOUTH, GO 0.3 KM (0.2 MI) CROSSING THE APRON AND THEN ALONG A
 LQ0769'GRAVELED ROAD TO THE STATION ON THE RIGHT.
 LQ0769'
 LQ0769'THE STATION IS 0.26 KM (0.16 MI) NORTHEAST OF THE WINDSOCK, 9.6 M
 LQ0769'(31.5 FT) WEST OF THE CENTER OF THE ROAD, 2.1 M (6.9 FT) SOUTH OF A
 LQ0769'REFLECTOR POST, 0.9 M (3.0 FT) NORTH OF A WITNESS POST AND 0.3 M
 LQ0769'(1.0 FT) BELOW THE LEVEL OF THE ROAD.
 LQ0769'
 LQ0769'NOTE-THIS IS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3702 ***********************************************************************
 AA3702  CBN         -  This is a Cooperative Base Network Control Station.
 AA3702  PACS        -  This is a Primary Airport Control Station.
 AA3702  DESIGNATION -  FAA ENV B
 AA3702  PID         -  AA3702
 AA3702  STATE/COUNTY-  UT/TOOELE
 AA3702  COUNTRY     -  US
 AA3702  USGS QUAD   -  WENDOVER (2017)
 AA3702
 AA3702                         *CURRENT SURVEY CONTROL
 AA3702  ______________________________________________________________________
 AA3702* NAD 83(2011) POSITION- 40 43 31.66440(N) 114 01 27.53204(W)   ADJUSTED
 AA3702* NAD 83(2011) ELLIP HT-  1271.170 (meters)        (06/27/12)   ADJUSTED
 AA3702* NAD 83(2011) EPOCH   -  2010.00
 AA3702* NAVD 88 ORTHO HEIGHT -  1289.53  (meters)     4230.7   (feet) GPS OBS
 AA3702  ______________________________________________________________________
 AA3702  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3702  GEOID HEIGHT    -         -17.88 (meters)                     GEOID93
 AA3702  GEOID HEIGHT    -        -18.179 (meters)                     GEOID18
 AA3702  NAD 83(2011) X  - -1,971,092.605 (meters)                     COMP
 AA3702  NAD 83(2011) Y  - -4,422,095.112 (meters)                     COMP
 AA3702  NAD 83(2011) Z  -  4,140,195.326 (meters)                     COMP
 AA3702  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 AA3702
 AA3702  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3702  Standards:
 AA3702         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3702            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3702  -------------------------------------------------------------------
 AA3702  NETWORK    1.12   1.82           0.52   0.36   0.93     -0.12941169
 AA3702  -------------------------------------------------------------------
 AA3702  Click here for local accuracies and other accuracy information.
 AA3702
 AA3702.This mark is at Wendover Airport (ENV)
 AA3702
 AA3702.The horizontal coordinates were established by GPS observations
 AA3702.and adjusted by the National Geodetic Survey in June 2012.
 AA3702
 AA3702.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3702.been affixed to the stable North American tectonic plate. See 
 AA3702.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3702
 AA3702.The horizontal coordinates are valid at the epoch date displayed above
 AA3702.which is a decimal equivalence of Year/Month/Day.
 AA3702
 AA3702.The orthometric height was determined by GPS observations and a
 AA3702.high-resolution geoid model.
 AA3702
 AA3702.GPS derived orthometric heights for airport stations designated as
 AA3702.PACS or SACS are published to 2 decimal places.  This maintains
 AA3702.centimeter relative accuracy between the PACS and SACS.  It does
 AA3702.not indicate centimeter accuracy relative to other marks which are
 AA3702.part of the published vertical control network.
 AA3702
 AA3702.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3702.GEOID18 height accuracy estimate available here.
 AA3702
 AA3702.Click photographs - Photos may exist for this station.
 AA3702
 AA3702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3702
 AA3702.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3702
 AA3702.The ellipsoidal height was determined by GPS observations
 AA3702.and is referenced to NAD 83.
 AA3702
 AA3702. The following values were computed from the NAD 83(2011) position.
 AA3702
 AA3702;                    North         East     Units Scale Factor Converg.
 AA3702;SPC UT C     - 2,268,592.897   286,761.658   MT  1.00001965   -1 37 01.3
 AA3702;SPC UT C     - 7,442,875.20    940,817.21   sFT  1.00001965   -1 37 01.3
 AA3702;UTM  11      - 4,512,541.379   751,312.236   MT  1.00037745   +1 56 32.8
 AA3702;UTM  12      - 4,512,681.827   244,580.230   MT  1.00040308   -1 58 27.2
 AA3702
 AA3702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3702!SPC UT C     -   0.99980064  x   1.00001965  =   0.99982028
 AA3702!UTM  11      -   0.99980064  x   1.00037745  =   1.00017801
 AA3702!UTM  12      -   0.99980064  x   1.00040308  =   1.00020364
 AA3702
 AA3702:                Primary Azimuth Mark                     Grid Az
 AA3702:SPC UT C     -  FAA ENV A                                267 22 21.1
 AA3702:UTM  11      -  FAA ENV A                                263 48 47.0
 AA3702:UTM  12      -  FAA ENV A                                267 43 47.0
 AA3702
 AA3702_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF5131212541(NAD 83)
 AA3702
 AA3702|---------------------------------------------------------------------|
 AA3702| PID    Reference Object                     Distance      Geod. Az  |
 AA3702|                                                           dddmmss.s |
 AA3702| LQ0769 FAA ENV A                           APPROX. 0.9 KM 2654519.8 |
 AA3702|---------------------------------------------------------------------|
 AA3702
 AA3702                          SUPERSEDED SURVEY CONTROL
 AA3702
 AA3702  NAD 83(2007)-  40 43 31.66417(N)    114 01 27.53205(W) AD(2002.00) 0
 AA3702  ELLIP H (02/10/07) 1271.179  (m)                       GP(2002.00)    
 AA3702  ELLIP H (11/14/01) 1271.243  (m)                       GP(       ) 4 2
 AA3702  NAD 83(1994)-  40 43 31.66318(N)    114 01 27.52958(W) AD(       ) B
 AA3702  ELLIP H (04/21/95) 1271.275  (m)                       GP(       ) 4 1
 AA3702
 AA3702.Superseded values are not recommended for survey control.
 AA3702
 AA3702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3702.See file dsdata.pdf to determine how the superseded data were derived.
 AA3702
 AA3702_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3702_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA3702_SP_SET: FOOTING
 AA3702_STAMPING: FAA ENV B 1994
 AA3702_MARK LOGO: NGS
 AA3702_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3702+STABILITY: SURFACE MOTION
 AA3702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3702+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 AA3702
 AA3702  HISTORY     - Date     Condition        Report By
 AA3702  HISTORY     - 1994     MONUMENTED       NGS
 AA3702  HISTORY     - 19951030 GOOD             NGS
 AA3702  HISTORY     - 20030822 GOOD             NGS
 AA3702
 AA3702                          STATION DESCRIPTION
 AA3702
 AA3702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3702'THE STATION IS LOCATED AT THE WENDOVER MUNICIPAL AIRPORT, NEAR THE
 AA3702'EAST END OF A TRIANGULAR SHAPED AREA BETWEEN A TAXI AND RUNWAY NEAR
 AA3702'RUNWAY END 12, AND AT THE SOUTHEAST CORNER OF THE APRON.
 AA3702'OWNERSHIP--CITY OF WENDOVER.  FIXED BASE OFFICER IS CHRIS MELVILLE,
 AA3702'ICARUS AVIATION, INC, WENDOVER MUNICIPAL AIRPORT, P.O. BOX 280,
 AA3702'WENDOVER, UTAH 84063.  PHONE 801-665-2331.  OFFICE IS IN THE TERMINAL
 AA3702'BUILDING. TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE
 AA3702'HIGHWAY 80 AND U.S. HIGHWAY 93 ALTERNATE (EXIT 410) AT WEST WENDOVER,
 AA3702'NEVADA, GO SOUTH ON HIGHWAY 93 ALTERNATE FOR 0.24 KM (0.15 MI) TO A
 AA3702'T-ROAD. TURN LEFT, EAST, ON HIGHWAYHIGHWAY 93 ALTERNATE AND INTERSTATE
 AA3702'HIGHWAY 80 BUSINESS FOR 0.24 KM (0.15 MI) TO HIGHWAY 93 ALTERNATE ON
 AA3702'THE RIGHT. CONTINUE AHEAD ON HIGHWAY 80 BUSINESS FOR 0.93 KM (0.55 MI)
 AA3702'TO AN OVER HEAD WALKWAY BETWEEN CASINOS AT THE STATE LINE. CONTINUE
 AA3702'AHEAD FOR 0.26 KM (0.15 MI) TO A CROSS STREET.  TURN RIGHT, SOUTH, ON
 AA3702'FIRST STREET FOR 0.87 KM (0.55 MI) TO A ROAD CURVE LEFT AT THE AIRPORT
 AA3702'PERIMETER FENCE.  BEAR LEFT, EAST, ON ROAD FOR 0.22 KM (0.15 MI) TO A
 AA3702'GATE ON THE EAST SIDE OF THE TERMINAL BUILDING AND OLD CONTROL TOWER.
 AA3702'PASS THROUGH GATE TO THE NORTH SIDE OF THE APRON. TURN LEFT, EAST,
 AA3702'ALONG NORTH SIDE OF THE APRON FOR 1.05 KM (0.65 MI) TO THE NORTHEAST
 AA3702'CORNER OF THE APRON.  TURN RIGHT, SOUTH, ON APRON FOR 0.18 KM (0.10
 AA3702'MI) TO THE SOUTHEAST CORNER OF THE APRON.  BEAR LEFT, SOUTHEAST,
 AA3702'ACROSS GRAVEL FOR 60 M (196.8 FT) TO THE STATION. STATION IS SET FLUSH
 AA3702'IN THE CENTER OF THE TOP OF A 6 M (19.7 FT) X 3 M (9.8 FT) CONCRETE
 AA3702'PAD NEXT TO A GROUND MOUNTED TRANSFORMER WITH A 3 M (9.8 FT) X 3 M
 AA3702'(9.8 FT) CHAIN LINK FENCE AROUND IT.  IT IS 65.5 M (214.9 FT)
 AA3702'NORTHWEST OF THE NORTHWEST EDGE OF THE RUNWAY, 60.3 M (197.8 FT) SOUTH
 AA3702'OF THE SOUTH EDGE OF THE TAXI, 54.6 M (179.1 FT) SOUTHEAST OF THE
 AA3702'SOUTHEAST CORNER OF THE APRON, 2.2 M (7.2 FT) SOUTHEAST OF THE
 AA3702'SOUTHEAST CORNER OF THE CHAIN LINK FENCE, AND 1.8 M (5.9 FT) EAST OF A
 AA3702'FIBERGLASS WITNESS POST. DESCRIBED BY D.G. AUG
 AA3702
 AA3702                          STATION RECOVERY (1995)
 AA3702
 AA3702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (NGS)
 AA3702'THE STATION IS LOCATED SW OF RUNWAY END 21 AND NW OF THE RUNWAY IN AN
 AA3702'ABANDONED CONCRETE FOUNDATION NEAR A SMALL FENCE ENCLOSING A
 AA3702'TRANSFORMER.  225 FT (68.6 M) NW OF THE NW EDGE OF RUNWAY 21.  7.5 FT
 AA3702'(2.3 M) SOUTH OF THE SOUTH CORNER OF THE FENCE.  5.0 FT (1.5 M) SOUTH
 AA3702'OF A WITNESS POST.
 AA3702
 AA3702                          STATION RECOVERY (2003)
 AA3702
 AA3702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 AA3702'THE STATION IS LOCATED ON THE WENDOVER MUNICIPAL AIRPORT, SOUTH OF THE
 AA3702'SOUTHEAST CORNER OF THE APRON IN FRONT OF THE OLD HANGARS, SOUTH OF AN
 AA3702'ABANDONED TAXI, NEXT TO AN ELECTRIC TRANSFORMER ENCLOSURE.
 AA3702'OWNERSHIP--CITY OF WENDOVER, 345 SOUTH AIRPORT APRON, WENDOVER UT
 AA3702'84083.  JAMES S PETERSEN, MANAGER, PHONE 435-665-2308.
 AA3702'
 AA3702'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIHGHWAY 80
 AA3702'AND U.S. HIGHWAY 93 ALTERNATE (EXIT 410) IN WEST WENDOVER NEVADA, GO
 AA3702'0.25 KM (0.16 MI) TO A T-ROAD.  TURN LEFT, EAST, ON HIGHWAY 93
 AA3702'ALTERNATE AND INTERSTATE HIGHWAY 80 BUSINESS FOR 0.25 KM (0.16 MI) TO
 AA3702'HIGHWAY 93 SOUTH.  CONTINUE AHEAD FOR 0.9 KM (0.6 MI) ALONG HIGHWAY 80
 AA3702'BUSINESS TO AN OVERHEAD WALKWAY BETWEEN CASINOS AT THE STATE LINE.
 AA3702'CONTINUE AHEAD FOR 0.25 KM (0.16 MI) TO A CROSS STREET.  TURN RIGHT,
 AA3702'SOUTH, GO 0.9 KM (0.6 MI) ALONG FIRST STREET TO A ROAD CURVE LEFT
 AA3702'NEAR THE AIRPORT PERIMETER FENCE, BEAR LEFT, EAST GO 0.2 KM (0.1 MI)
 AA3702'EADT AND THEN SOUTH TO A GATE ON THE EAST SIDE OF THE TERMINAL
 AA3702'BUILDING AND OLD CONTROL TOWER, PASS THROUGH THE GATE AND TURN LEFT,
 AA3702'EAST, GO 1.1 KM (0.7 MI) ALONG THE NORTH EDGE OF THE APRON TO ITS
 AA3702'END.  TURN RIGHT, SOUTH GO 0.2 KM (0.1 MI) CROSSING THE APRON, THEN
 AA3702'ACROSS AN ABANDONED TAXIWAY AND THEN SOUTHEASTERLY ALONG A TRACK ROAD
 AA3702'TO THE STATION ON THE LEFT.
 AA3702'
 AA3702'THE STATION IS SET NEAR THE CENTER OF A 10 X 20 FT (6.1 M) CONCRETE
 AA3702'PAD, 9.8 M (32.2 FT) NORTHEAST OF THE TRACK ROAD, 2.2 M (7.2 FT) SOUTH
 AA3702'OF THE SOUTH CORNER OF A CHAIN-LINK FENCE SUROUNDING A TRANSFORMER,
 AA3702'1.8 M (5.9 FT) EAST OF A WITNESS POST AND 0.3 M (1.0 FT) ABOVE THE
 AA3702'LEVEL OF THE TRACK ROAD.
 AA3702'
 AA3702'NOTE-THIS IS A COOPERATIVE BASE NETWORK CONTROL STATION AND ALSO IS A
 AA3702'PRIMARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3679 ***********************************************************************
 AA3679  HT_MOD      -  This is a Height Modernization Survey Station.
 AA3679  FBN         -  This is a Federal Base Network Control Station.
 AA3679  PACS        -  This is a Primary Airport Control Station.
 AA3679  DESIGNATION -  FAA KNB A
 AA3679  PID         -  AA3679
 AA3679  STATE/COUNTY-  UT/KANE
 AA3679  COUNTRY     -  US
 AA3679  USGS QUAD   -  KANAB (2017)
 AA3679
 AA3679                         *CURRENT SURVEY CONTROL
 AA3679  ______________________________________________________________________
 AA3679* NAD 83(2011) POSITION- 37 00 36.08164(N) 112 31 51.87173(W)   ADJUSTED
 AA3679* NAD 83(2011) ELLIP HT-  1452.751 (meters)        (06/27/12)   ADJUSTED
 AA3679* NAD 83(2011) EPOCH   -  2010.00
 AA3679* NAVD 88 ORTHO HEIGHT -  1474.86  (meters)     4838.8   (feet) GPS OBS
 AA3679  ______________________________________________________________________
 AA3679  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AA3679  GEOID HEIGHT    -        -22.092 (meters)                     GEOID09
 AA3679  GEOID HEIGHT    -        -22.111 (meters)                     GEOID18
 AA3679  NAD 83(2011) X  - -1,954,426.097 (meters)                     COMP
 AA3679  NAD 83(2011) Y  - -4,711,173.178 (meters)                     COMP
 AA3679  NAD 83(2011) Z  -  3,819,155.910 (meters)                     COMP
 AA3679  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 AA3679
 AA3679  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3679  Standards:
 AA3679         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3679            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3679  -------------------------------------------------------------------
 AA3679  NETWORK    0.30   0.63           0.13   0.11   0.32      0.06355412
 AA3679  -------------------------------------------------------------------
 AA3679  Click here for local accuracies and other accuracy information.
 AA3679
 AA3679.This mark is at Kanab Airport (KNB)
 AA3679
 AA3679.The horizontal coordinates were established by GPS observations
 AA3679.and adjusted by the National Geodetic Survey in June 2012.
 AA3679
 AA3679.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3679.been affixed to the stable North American tectonic plate. See 
 AA3679.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3679
 AA3679.The horizontal coordinates are valid at the epoch date displayed above
 AA3679.which is a decimal equivalence of Year/Month/Day.
 AA3679
 AA3679.The orthometric height was determined by GPS observations and a
 AA3679.high-resolution geoid model.
 AA3679
 AA3679.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3679.GEOID18 height accuracy estimate available here.
 AA3679
 AA3679.Click photographs - Photos may exist for this station.
 AA3679
 AA3679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3679
 AA3679.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3679
 AA3679.The ellipsoidal height was determined by GPS observations
 AA3679.and is referenced to NAD 83.
 AA3679
 AA3679. The following values were computed from the NAD 83(2011) position.
 AA3679
 AA3679;                    North         East     Units Scale Factor Converg.
 AA3679;SPC UT S     - 3,038,613.056   408,232.314   MT  1.00004185   -0 37 54.2
 AA3679;SPC UT S     - 9,969,183.00  1,339,342.18   sFT  1.00004185   -0 37 54.2
 AA3679;UTM  12      - 4,097,079.926   363,784.302   MT  0.99982858   -0 55 18.4
 AA3679
 AA3679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3679!SPC UT S     -   0.99977207  x   1.00004185  =   0.99981391
 AA3679!UTM  12      -   0.99977207  x   0.99982858  =   0.99960069
 AA3679
 AA3679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6378497079(NAD 83)
 AA3679
 AA3679                          SUPERSEDED SURVEY CONTROL
 AA3679
 AA3679  NAD 83(2007)-  37 00 36.08101(N)    112 31 51.87231(W) AD(2002.00) 0
 AA3679  ELLIP H (02/10/07) 1452.761  (m)                       GP(2002.00)    
 AA3679  ELLIP H (06/28/00) 1452.761  (m)                       GP(       ) 4 1
 AA3679  NAD 83(1994)-  37 00 36.08033(N)    112 31 51.87055(W) AD(       ) B
 AA3679  ELLIP H (04/21/95) 1452.864  (m)                       GP(       ) 4 1
 AA3679  NAVD 88 (04/21/95) 1474.92   (m)  GEOID93  model used  GPS OBS        
 AA3679
 AA3679.Superseded values are not recommended for survey control.
 AA3679
 AA3679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3679.See file dsdata.pdf to determine how the superseded data were derived.
 AA3679
 AA3679_MARKER: I = METAL ROD
 AA3679_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3679_STAMPING: FAA A KNB 1994
 AA3679_MARK LOGO: NGS
 AA3679_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3679+STABILITY: POSITION/ELEVATION WELL
 AA3679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3679+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1999
 AA3679
 AA3679  HISTORY     - Date     Condition        Report By
 AA3679  HISTORY     - 1994     MONUMENTED       NGS
 AA3679  HISTORY     - 19951110 GOOD             NGS
 AA3679  HISTORY     - 19990204 GOOD             NGS
 AA3679
 AA3679                          STATION DESCRIPTION
 AA3679
 AA3679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3679'STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTH OF KANAB, AT THE KANAB
 AA3679'MUNICIPAL AIRPORT, AT THE JUNCTION OF THE RUNWAY AND THE CENTER ONE OF
 AA3679'THREE TAXIWAYS.  OWNERSHIP--CITY OF KANAB, 70 NORTH MAIN, KANAB, UT
 AA3679'84741. AIRPORT MANAGER IS LYNN ELLIOTT, PHONE
 AA3679'801-644-2299/801-586-1512. TO REACH FROM THE JUNCTION OF US HIGHWAYS
 AA3679'89 AND 89 ALTERNATE ON THE SOUTHEAST SIDE OF KANAB, GO SOUTH ON
 AA3679'HIGHWAY 89 ALTERNATE FOR 3.81 KM (2.35 MI) TO THE AIRPORT ENTRANCE ON
 AA3679'THE RIGHT.  TURN RIGHT, NORTHWEST, FOR 0.26 KM (0.15 MI) TO ROAD END
 AA3679'AT A GATE.  PASS THROUGH GATE AND CONTINUE AHEAD ACROSS APRON AND TAXI
 AA3679'FOR 0.12 KM (0.05 MI) TO THE STATION ON THE LEFT. STATION MARK IS A
 AA3679'PUNCH HOLE TOP CENTER ON A STEEL ROD ENCASED IN A PVC PIPE WITH LOGO
 AA3679'CAP SET IN A CONCRETE POST FLUSH WITH THE GROUND. IT IS 52.6 M (172.6
 AA3679'FT) SOUTHEAST OF THE RUNWAY CENTER, 35.1 M (115.2 FT) SOUTH-SOUTHEAST
 AA3679'OF A TAXI LIGHT AT THE PAVEMENT CURVE, 34.8 M (114.2 FT) SOUTHEAST OF
 AA3679'THE EAST CORNER OF THE CONCRETE PAD SUPPORTING THE 'A2' ILLUMINATED
 AA3679'SIGN, 30.7 M (100.7 FT) NORTHWEST OF THE APRON EDGE, 23.5 M (77.1 FT)
 AA3679'SOUTHWEST OF THE TAXI CENTER, AND 1.0 M (3.3 FT) NORTHEAST OF A
 AA3679'FIBERGLASS WITNESS POST.
 AA3679
 AA3679                          STATION RECOVERY (1995)
 AA3679
 AA3679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (NGS)
 AA3679'THE STATION IS LOCATED AT MIDFIELD 173.3 FT (52.8 M) EAST OF THE
 AA3679'RUNWAY CENTERLINE, 100.7 FT (30.7 M) WEST OF WEST EDGE RAMP, 57.8 FT
 AA3679'(17.6 M) SOUTH OF SOUTH EDGE TAXIWAY.  THE MARK IS AN NGS ROD MARK
 AA3679'BENEATH A LOGO CAP STAMPED FAA A KNB FLUSH WITH THE GROUND.
 AA3679
 AA3679                          STATION RECOVERY (1999)
 AA3679
 AA3679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AA3679'THE STATION IS LOCATED ABOUT 4.83 KM (3.00 MI) SOUTH OF KANAB AT THE
 AA3679'KANAB MUNICIPAL AIRPORT DIRECTLY WEST AND ACROSS THE APRON FROM THE
 AA3679'AIRPORT OFFICE BUILDING IN A GRASSY AREA JUST SOUTHWEST OF A TAXI
 AA3679'SIGN-A2 1-19.  OWNERSHIP--CITY OF KANAB.  NOTE--CONTACT THE AIRPORT
 AA3679'MANAGER ONE DAY IN ADVANCE BEFORE OCCUPYING THE STATION.  AIRPORT
 AA3679'MANGER IS DICK BREWER 2378 SOUTH HIGHWAY 89 ALTERNATE, KANAB, UTAH
 AA3679'84741.  PHONE 435-644-2299.  TO REACH THE STATION FROM THE JUNCTIONS
 AA3679'OF STATE HIGHWAYS 89 AND 89 ALTERNATE ON THE SOUTH SIDE OF KANAB, GO
 AA3679'SOUTH ON HIGHWAY 89 ALTERNATE FOR 3.81 KM (2.35 MI) TO THE AIRPORT
 AA3679'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE ROAD FOR
 AA3679'0.24 KM (0.15 MI) TO A GATE, ALWAYS OPEN.  PASS THROUGH THE GATE AND
 AA3679'GO 0.08 KM (0.05 MI) ACROSS THE APRON TO THE JUNCTION OF TAXI ALPHA 2
 AA3679'(WITH SIGN-A2 1-19) ON THE LEFT AND THE STATION IN A GRASSY AREA.  IT
 AA3679'IS 52.7 M (172.9 FT) EAST OF THE CENTER OF THE RUNWAY, 30.7 M (100.7
 AA3679'FT) WEST OF THE WEST EDGE OF THE APRON, 23.5 M (77.1 FT) SOUTH OF THE
 AA3679'CENTER OF THE TAXI A2, 13.56 M (44.49 FT) SOUTHWEST OF THE SOUTHWEST
 AA3679'CORNER OF THE CONCRETE PAD OF THE ALPHA 2 AND RUNWAY SIGN AND 1.0 M
 AA3679'(3.3 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3669 ***********************************************************************
 AA3669  HT_MOD      -  This is a Height Modernization Survey Station.
 AA3669  CBN         -  This is a Cooperative Base Network Control Station.
 AA3669  PACS        -  This is a Primary Airport Control Station.
 AA3669  DESIGNATION -  FAA OGD A
 AA3669  PID         -  AA3669
 AA3669  STATE/COUNTY-  UT/WEBER
 AA3669  COUNTRY     -  US
 AA3669  USGS QUAD   -  ROY (2017)
 AA3669
 AA3669                         *CURRENT SURVEY CONTROL
 AA3669  ______________________________________________________________________
 AA3669* NAD 83(2011) POSITION- 41 11 32.05038(N) 112 01 06.55090(W)   ADJUSTED
 AA3669* NAD 83(2011) ELLIP HT-  1341.073 (meters)        (06/27/12)   ADJUSTED
 AA3669* NAD 83(2011) EPOCH   -  2010.00
 AA3669* NAVD 88 ORTHO HEIGHT -  1357.96  (meters)     4455.2   (feet) GPS OBS
 AA3669  ______________________________________________________________________
 AA3669  GEOID HEIGHT    -        -16.901 (meters)                     GEOID18
 AA3669  NAD 83(2011) X  - -1,802,384.409 (meters)                     COMP
 AA3669  NAD 83(2011) Y  - -4,456,917.208 (meters)                     COMP
 AA3669  NAD 83(2011) Z  -  4,179,395.138 (meters)                     COMP
 AA3669  LAPLACE CORR    -          6.57  (seconds)                    DEFLEC18
 AA3669
 AA3669  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3669  Standards:
 AA3669         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3669            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3669  -------------------------------------------------------------------
 AA3669  NETWORK    0.25   0.51           0.11   0.09   0.26     -0.03026939
 AA3669  -------------------------------------------------------------------
 AA3669  Click here for local accuracies and other accuracy information.
 AA3669
 AA3669.This mark is at Ogden-Hinckley Airport (OGD)
 AA3669
 AA3669.The horizontal coordinates were established by GPS observations
 AA3669.and adjusted by the National Geodetic Survey in June 2012.
 AA3669
 AA3669.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3669.been affixed to the stable North American tectonic plate. See 
 AA3669.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3669
 AA3669.The horizontal coordinates are valid at the epoch date displayed above
 AA3669.which is a decimal equivalence of Year/Month/Day.
 AA3669
 AA3669.The orthometric height was determined by GPS observations and a
 AA3669.high-resolution geoid model.
 AA3669
 AA3669.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3669.GEOID18 height accuracy estimate available here.
 AA3669
 AA3669.Click photographs - Photos may exist for this station.
 AA3669
 AA3669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3669
 AA3669.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3669
 AA3669.The ellipsoidal height was determined by GPS observations
 AA3669.and is referenced to NAD 83.
 AA3669
 AA3669. The following values were computed from the NAD 83(2011) position.
 AA3669
 AA3669;                    North         East     Units Scale Factor Converg.
 AA3669;SPC UT N     - 1,095,510.550   456,506.157   MT  0.99995736   -0 20 30.7
 AA3669;SPC UT N     - 3,594,187.53  1,497,720.62   sFT  0.99995736   -0 20 30.7
 AA3669;UTM  12      - 4,560,597.424   414,592.485   MT  0.99968977   -0 40 14.9
 AA3669
 AA3669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3669!SPC UT N     -   0.99978969  x   0.99995736  =   0.99974706
 AA3669!UTM  12      -   0.99978969  x   0.99968977  =   0.99947952
 AA3669
 AA3669:                Primary Azimuth Mark                     Grid Az
 AA3669:SPC UT N     -  OGD C                                    181 55 53.9
 AA3669:UTM  12      -  OGD C                                    182 15 38.1
 AA3669
 AA3669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1459260597(NAD 83)
 AA3669
 AA3669|---------------------------------------------------------------------|
 AA3669| PID    Reference Object                     Distance      Geod. Az  |
 AA3669|                                                           dddmmss.s |
 AA3669| AJ5181 OGD C                               APPROX. 0.5 KM 1813523.2 |
 AA3669|---------------------------------------------------------------------|
 AA3669
 AA3669                          SUPERSEDED SURVEY CONTROL
 AA3669
 AA3669  NAD 83(2007)-  41 11 32.05007(N)    112 01 06.55152(W) AD(2002.00) 0
 AA3669  ELLIP H (02/10/07) 1341.088  (m)                       GP(2002.00)    
 AA3669  ELLIP H (06/28/00) 1341.100  (m)                       GP(       ) 4 1
 AA3669  NAD 83(1994)-  41 11 32.04941(N)    112 01 06.55035(W) AD(       ) B
 AA3669  ELLIP H (04/21/95) 1341.147  (m)                       GP(       ) 4 1
 AA3669  NAVD 88 (06/28/00) 1357.93   (m)  GEOID99  model used  GPS OBS        
 AA3669  NAVD 88 (04/21/95) 1357.84   (m)  GEOID93  model used  GPS OBS        
 AA3669
 AA3669.Superseded values are not recommended for survey control.
 AA3669
 AA3669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3669.See file dsdata.pdf to determine how the superseded data were derived.
 AA3669
 AA3669_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3669_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA3669_SP_SET: CONCRETE FOUNDATION
 AA3669_STAMPING: FAA OGD A 1994
 AA3669_MARK LOGO: NGS
 AA3669_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3669+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2016
 AA3669
 AA3669  HISTORY     - Date     Condition        Report By
 AA3669  HISTORY     - 1994     MONUMENTED       NGS
 AA3669  HISTORY     - 19940830 GOOD             NGS
 AA3669  HISTORY     - 19990617 GOOD             UT-057
 AA3669  HISTORY     - 20010717 GOOD             NGS
 AA3669  HISTORY     - 20100314 GOOD             JCLS
 AA3669  HISTORY     - 20160302 GOOD             UT-057
 AA3669
 AA3669                          STATION DESCRIPTION
 AA3669
 AA3669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3669'THE STATION IS LOCATED ON THE WEST SIDE OF OGDEN IN GRASS AND WEEDS
 AA3669'NEAR THE CENTER WEST SIDE OF THE AIRFIELD HALFWAY BETWEEN THE ILS AND
 AA3669'THE CEILOMETER AT THE OGDEN-HINCKLEY AIRPORT.  OWNERSHIP--CITY OF
 AA3669'OGDEN, 2484 WASHINGTON BOULEVARD, OGDEN, UT 84401. AIRPORT ADDRESS IS
 AA3669'3909 AIRPORT ROAD, OGDEN, UT 84405.  PHONE 801-629-8251. AIRPORT
 AA3669'MANAGER IS JOHN W. WOLFE.  CONTACT MR. WOLFE OR MAINTENANCE SUPERVISER
 AA3669'LEE PRIEST ONE DAY IN ADVANCE TO ARRANGE FOR AN ESCORT TO THE STATION.
 AA3669'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 15
 AA3669'AND STATE HIGHWAY 79 (31ST STREET), EXIT 344B, ABOUT 1 KM (0.60 MI)
 AA3669'NORTH OF THE JUNCTION OF INTERSTATE HIGHWAYS 15 AND 84 EAST, GO WEST
 AA3669'ON HIGHWAY 79 FOR 0.72 KM (0.45 MI) TO AIRPORT ROAD ON THE LEFT. TURN
 AA3669'LEFT, SOUTH, EAST, THEN SOUTH ON AIRPORT ROAD FOR 2.02 KM (1.25 MI) TO
 AA3669'THE ENTRANCE TO THE TERMINAL AND TOWER ON THE RIGHT (3900 STREET
 AA3669'SOUTH).  CONTINUE AHEAD, SOUTH, ON AIRPORT ROAD FOR 0.23 KM (0.15 MI)
 AA3669'TO A PAVED ROAD RIGHT (4000 SOUTH) LEADING TO A LOCKED GATE AND
 AA3669'BUILDING 853.  ESCORT WILL MEET YOU AT THE GATE. STATION IS SET FLUSH
 AA3669'IN THE TOP OF A  3 M (9.8 FT) X 3 M (9.8 FT) CONCRETE TOWER BASE FLUSH
 AA3669'WITH THE GROUND. IT IS 38.3 M (125.7 FT) WEST-SOUTHWEST OF THE CENTER
 AA3669'OF THE ROAD, 2.8 M (9.2 FT) NORTH OF THE SOUTH CORNER OF THE BASE, 1.2
 AA3669'M (3.9 FT) SOUTH OF THE NORTH CORNER OF THE BASE, AND 1.8 M (5.9 FT)
 AA3669'EAST-NORTHEAST OF A FIBERGLASS WITNESS POST. DESCRIBED BY D.G. AUG
 AA3669
 AA3669                          STATION RECOVERY (1994)
 AA3669
 AA3669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (NGS)
 AA3669'THE STATION IS LOCATED AT THE OGDEN-HINCKLEY AIRPORT NEAR THE WEST
 AA3669'SIDE OF THE FIELD.  IT IS APPROXIMATELY 500 FT (152.4 M) SOUTH OF THE
 AA3669'RTR TOWERS, 300 FT (91.4 M) NORTH OF THE GLIDE SLOPE TOWER AND 126 FT
 AA3669'(38.4 M) WEST OF A GRAVEL ROAD BETWEEN THE RTR AND GS.  THE STATION IS
 AA3669'AN NGS DISK SET IN A 10 FT (3.0 M) BY 10 FT (3.0 M) CONCRETE PAD (OLD
 AA3669'TOWER BASE).  THE DISK IS 9.2 FT (2.8 M) NW OF THE SE CORNER OF THE
 AA3669'PAD, 3.9 FT (1.2 M) SE OF THE NW CORNER OF THE PAD AND 5.9 FT (1.8 M)
 AA3669'NORTH OF A WITNESS POST.  THE DISK IS STAMPED FAA OGD A 1994.
 AA3669
 AA3669                          STATION RECOVERY (1999)
 AA3669
 AA3669'RECOVERY NOTE BY WEBER COUNTY UTAH 1999 (MDC)
 AA3669'RECOVERED AS DESCRIBED.
 AA3669
 AA3669                          STATION RECOVERY (2001)
 AA3669
 AA3669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRM)
 AA3669'RECOVERED AS DESCRIBED
 AA3669'
 AA3669
 AA3669                          STATION RECOVERY (2010)
 AA3669
 AA3669'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010 (DM)
 AA3669'RECOVERED IN GOOD CONDITION.
 AA3669
 AA3669                          STATION RECOVERY (2016)
 AA3669
 AA3669'RECOVERY NOTE BY WEBER COUNTY UTAH 2016 (DJM)
 AA3669'RECOVERED AS DESCRIBED. APPROXIMATE ADDRESS OF THE ACCESS GATE IS 1802
 AA3669'W 4000 S ROY, UT 84067. ACCESS TO MARK CAN BE OBTAINED BY CONTACTING
 AA3669'MAINTENANCE SUPERVISOR, KEVIN DIMICK, 801-629-8251.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3673 ***********************************************************************
 AA3673  CBN         -  This is a Cooperative Base Network Control Station.
 AA3673  PACS        -  This is a Primary Airport Control Station.
 AA3673  DESIGNATION -  FAA SGU A
 AA3673  PID         -  AA3673
 AA3673  STATE/COUNTY-  UT/WASHINGTON
 AA3673  COUNTRY     -  US
 AA3673  USGS QUAD   -  SAINT GEORGE (2017)
 AA3673
 AA3673                         *CURRENT SURVEY CONTROL
 AA3673  ______________________________________________________________________
 AA3673* NAD 83(2011) POSITION- 37 05 18.14655(N) 113 35 33.50507(W)   ADJUSTED
 AA3673* NAD 83(2011) ELLIP HT-   858.729 (meters)        (06/27/12)   ADJUSTED
 AA3673* NAD 83(2011) EPOCH   -  2010.00
 AA3673* NAVD 88 ORTHO HEIGHT -   883.32  (meters)     2898.0   (feet) GPS OBS
 AA3673  ______________________________________________________________________
 AA3673  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AA3673  GEOID HEIGHT    -        -24.585 (meters)                     GEOID09
 AA3673  GEOID HEIGHT    -        -24.594 (meters)                     GEOID18
 AA3673  NAD 83(2011) X  - -2,039,086.419 (meters)                     COMP
 AA3673  NAD 83(2011) Y  - -4,668,919.050 (meters)                     COMP
 AA3673  NAD 83(2011) Z  -  3,825,739.169 (meters)                     COMP
 AA3673  LAPLACE CORR    -          1.45  (seconds)                    DEFLEC18
 AA3673
 AA3673  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3673  Standards:
 AA3673         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3673            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3673  -------------------------------------------------------------------
 AA3673  NETWORK    0.55   0.59           0.25   0.19   0.30     -0.03516998
 AA3673  -------------------------------------------------------------------
 AA3673  Click here for local accuracies and other accuracy information.
 AA3673
 AA3673.This mark is at St George Airport (SGU)
 AA3673
 AA3673.The horizontal coordinates were established by GPS observations
 AA3673.and adjusted by the National Geodetic Survey in June 2012.
 AA3673
 AA3673.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3673.been affixed to the stable North American tectonic plate. See 
 AA3673.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3673
 AA3673.The horizontal coordinates are valid at the epoch date displayed above
 AA3673.which is a decimal equivalence of Year/Month/Day.
 AA3673
 AA3673.The orthometric height was determined by GPS observations and a
 AA3673.high-resolution geoid model.
 AA3673
 AA3673.GPS derived orthometric heights for airport stations designated as
 AA3673.PACS or SACS are published to 2 decimal places.  This maintains
 AA3673.centimeter relative accuracy between the PACS and SACS.  It does
 AA3673.not indicate centimeter accuracy relative to other marks which are
 AA3673.part of the published vertical control network.
 AA3673
 AA3673.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3673.GEOID18 height accuracy estimate available here.
 AA3673
 AA3673.Click photographs - Photos may exist for this station.
 AA3673
 AA3673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3673
 AA3673.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3673
 AA3673.The ellipsoidal height was determined by GPS observations
 AA3673.and is referenced to NAD 83.
 AA3673
 AA3673. The following values were computed from the NAD 83(2011) position.
 AA3673
 AA3673;                    North         East     Units Scale Factor Converg.
 AA3673;SPC UT S     - 3,048,884.426   313,957.359   MT  1.00002447   -1 16 55.7
 AA3673;SPC UT S     -10,002,881.65  1,030,041.77   sFT  1.00002447   -1 16 55.7
 AA3673;UTM  12      - 4,107,821.369   269,562.673   MT  1.00025419   -1 33 51.0
 AA3673
 AA3673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3673!SPC UT S     -   0.99986526  x   1.00002447  =   0.99988972
 AA3673!UTM  12      -   0.99986526  x   1.00025419  =   1.00011941
 AA3673
 AA3673:                Primary Azimuth Mark                     Grid Az
 AA3673:SPC UT S     -  SGU D                                    180 39 26.0
 AA3673:UTM  12      -  SGU D                                    180 56 21.3
 AA3673
 AA3673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG6956207821(NAD 83)
 AA3673
 AA3673|---------------------------------------------------------------------|
 AA3673| PID    Reference Object                     Distance      Geod. Az  |
 AA3673|                                                           dddmmss.s |
 AA3673| AI2250 SGU D                               APPROX. 0.6 KM 1792230.3 |
 AA3673|---------------------------------------------------------------------|
 AA3673
 AA3673                          SUPERSEDED SURVEY CONTROL
 AA3673
 AA3673  NAD 83(2007)-  37 05 18.14646(N)    113 35 33.50527(W) AD(2002.00) 0
 AA3673  ELLIP H (02/10/07)  858.746  (m)                       GP(2002.00)    
 AA3673  ELLIP H (11/14/01)  858.754  (m)                       GP(       ) 4 2
 AA3673  NAD 83(1994)-  37 05 18.14581(N)    113 35 33.50317(W) AD(       ) B
 AA3673  ELLIP H (04/21/95)  858.845  (m)                       GP(       ) 4 1
 AA3673  NAVD 88 (04/21/95)  883.29   (m)  GEOID93  model used  GPS OBS        
 AA3673
 AA3673.Superseded values are not recommended for survey control.
 AA3673
 AA3673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3673.See file dsdata.pdf to determine how the superseded data were derived.
 AA3673
 AA3673_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3673_SETTING: 66 = SET IN ROCK OUTCROP
 AA3673_STAMPING: FAA SGU A 1994
 AA3673_MARK LOGO: NGS
 AA3673_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3673+STABILITY: POSITION/ELEVATION WELL
 AA3673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3673+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2010
 AA3673
 AA3673  HISTORY     - Date     Condition        Report By
 AA3673  HISTORY     - 1994     MONUMENTED       NGS
 AA3673  HISTORY     - 19990906 GOOD             NGS
 AA3673  HISTORY     - 20040528 GOOD             NGS
 AA3673  HISTORY     - 20100206 GOOD             PB
 AA3673
 AA3673                          STATION DESCRIPTION
 AA3673
 AA3673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3673'NOTE--NOS STATIONS SGU A 1987 AND SGU B 1987 WERE RECOVERED IN GOOD
 AA3673'CONDITION IN BEDROCK, BUT WILL BE DESTROYED DURING CONSTRUCTION IN THE
 AA3673'NEAR FUTURE. THE STATION IS LOCATED ON A LARGE NORTH-SOUTH RIDGE ON
 AA3673'THE WEST SIDE OF ST. GEORGE AT THE ST. GEORGE MUNICIPAL AIRPORT, IN
 AA3673'BEDROCK ABOUT 200 M (656.2 FT) SOUTH OF CONNECTOR TAXI A-3, AND JUST
 AA3673'SOUTH OF THE CENTER OF THE AIRFIELD.  OWNERSHIP--CITY OF ST. GEORGE.
 AA3673'AIRPORT MANAGER IS JACK A. JEPPSON, 175 EAST 200 NORTH, ST. GEORGE, UT
 AA3673'84770. PHONE 801-634-5800.  CONTACT JOHNNIE JOHNSON, AIRPORT
 AA3673'MAINTENANCE, ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION
 AA3673'AND FOR AN ESCORT.  PHONE 801-634 5800, PAGER NUMBER 801-634-7296. TO
 AA3673'REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 15 AND
 AA3673'STATE HIGHWAY 18 (BLUFF STREET) ON THE SOUTH SIDE OF ST. GEORGE, GO
 AA3673'NORHYERLY ON HIGHWAY 18 FOR 2.92 KM (1.80 MI) TO AIRPORT ON THE LEFT.
 AA3673'TURN LEFT, WEST, THEN SOUTH AND UPHILL ON AIRPORT ROAD FOR 1.41 KM
 AA3673'(0.85 MI) TO THE AIRPORT TERMINAL ON THE RIGHT.  CONTINUE AHEAD,
 AA3673'SOUTHERLY, ON AIRPORT ROAD FOR 0.82 KM (0.50 MI) TO A GATE AT ROAD
 AA3673'END.  AIRPORT MAINTENANCE WILL ESCORT YOU FROM HERE. STATION MARK IS
 AA3673'SET FLUSH IN THE TOP OF A 0.5 M (1.6 FT) X 1.2 M (3.9 FT) AREA OF
 AA3673'EXPOSED BEDROCK.  IT IS NORTHWEST OF AND ACROSS THE TAXI FROM THE
 AA3673'NORTHWEST FACE OF THE VOR, 23.1 M (75.8 FT) WEST OF, AND 0.4 M (1.3
 AA3673'FT) LOWER THAN THE CENTER OF THE TAXI, AND 22.7 M (74.5 FT) EAST OF
 AA3673'THE EAST EDGE OF THE RUNWAY. DESCRIBED BY D.G. AUG
 AA3673
 AA3673                          STATION RECOVERY (1999)
 AA3673
 AA3673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AA3673'THE STATION IS LOCATED ON A LARGE NORTH-SOUTH RIDGE ON THE WEST SIDE
 AA3673'OF ST GEORGE AT THE ST GEORGE MUNICIPAL AIRPORT IN A DIRT AREA BETWEEN
 AA3673'THE RUNWAY AND THE PARALLEL TAXIWAY NEAR THE VOR. OWNERSHIP--CITY OF
 AA3673'ST GEORGE, AIRPORT MANAGER IS JACK JEPPSON, 175 EAST 200 NORTH, ST
 AA3673'GEORGE, UT 84770.  PHONE 435-634-5800.  CONTACT ONE DAY IN ADVANCE FOR
 AA3673'ESCORT OR PERMISSION TO OCCUPY THIS STATION. TO REACH THE STATION FROM
 AA3673'THE JUNCTION OF INTERSTATE HIGHWAY 15 AND STATE HIGHWAY 18 (BLUFF
 AA3673'STREET) ON THE SOUTH SIDE OF ST GEORGE GO NORTHERLY ON BLUFF STREET
 AA3673'FOR 1.8 MI (2.9 KM) TO A INTERSECTION, TURN LEFT AND GO WESTERLY
 AA3673'(UPHILL) ON AIRPORT ROAD FOR 0.85 MI (1.37 KM) TO THE TERMINAL ON THE
 AA3673'RIGHT, CONTINUE AHEAD AND GO SOUTHERLY ON AIRPORT ROAD FOR 0.5 MI (0.8
 AA3673'KM) TO A GATE AHEAD, PASS THROUGH GATE, TURN RIGHT AND GO WEST ACROSS
 AA3673'THE APRON FOR 0.1 MI (0.2 KM) TO A PARALLEL TAXIWAY, TURN LEFT AND GO
 AA3673'SOUTH ON THE TAXIWAY (A) FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 AA3673'RIGHT.  THE STATION IS SET INTO A 2 FT (0.6 M) BY 4 FT (1.2 M) AREA OF
 AA3673'EXPOSED BEDROCK ABOUT 1.5 FT (0.5 M) LOWER THAN THE TAXIWAY, NORTHWEST
 AA3673'OF AND ACROSS THE TAXIWAY FROM THE NORTHWEST FACE OF THE VOR, 75.8 FT
 AA3673'(23.1 M) WEST OF THE TAXIWAY CENTER AND 74.5 FT (22.7 M) EAST OF THE
 AA3673'EAST EDGE OF THE RUNWAY.  STATION --SGU A 1987-- IS IN THE AREA AND
 AA3673'SHOULD NOT BE CONFUSED WITH THIS STATION.  THIS IS THE PRIMARY AIRPORT
 AA3673'CONTROL STATION.
 AA3673
 AA3673                          STATION RECOVERY (2004)
 AA3673
 AA3673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JDS)
 AA3673'NEW AIRPORT MANAGER IS DAVID R. ULANE. 435-634-5822.
 AA3673
 AA3673                          STATION RECOVERY (2010)
 AA3673
 AA3673'RECOVERY NOTE BY PBS&J 2010 (KDZ)
 AA3673'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3671 ***********************************************************************
 AA3671  CBN         -  This is a Cooperative Base Network Control Station.
 AA3671  PACS        -  This is a Primary Airport Control Station.
 AA3671  DESIGNATION -  FAA SLC F
 AA3671  PID         -  AA3671
 AA3671  STATE/COUNTY-  UT/SALT LAKE
 AA3671  COUNTRY     -  US
 AA3671  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 AA3671
 AA3671                         *CURRENT SURVEY CONTROL
 AA3671  ______________________________________________________________________
 AA3671* NAD 83(2011) POSITION- 40 47 16.54925(N) 111 58 04.37879(W)   ADJUSTED
 AA3671* NAD 83(2011) ELLIP HT-  1269.847 (meters)        (06/27/12)   ADJUSTED
 AA3671* NAD 83(2011) EPOCH   -  2010.00
 AA3671* NAVD 88 ORTHO HEIGHT -  1286.91  (meters)     4222.1   (feet) GPS OBS
 AA3671  ______________________________________________________________________
 AA3671  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3671  GEOID HEIGHT    -         -16.78 (meters)                     GEOID93
 AA3671  GEOID HEIGHT    -        -17.039 (meters)                     GEOID18
 AA3671  NAD 83(2011) X  - -1,809,446.723 (meters)                     COMP
 AA3671  NAD 83(2011) Y  - -4,485,775.658 (meters)                     COMP
 AA3671  NAD 83(2011) Z  -  4,145,450.228 (meters)                     COMP
 AA3671  LAPLACE CORR    -          4.59  (seconds)                    DEFLEC18
 AA3671
 AA3671  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3671  Standards:
 AA3671         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3671            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3671  -------------------------------------------------------------------
 AA3671  NETWORK    0.60   1.16           0.26   0.23   0.59      0.00820660
 AA3671  -------------------------------------------------------------------
 AA3671  Click here for local accuracies and other accuracy information.
 AA3671
 AA3671.This mark is at Salt Lake City Airport (SLC)
 AA3671
 AA3671.The horizontal coordinates were established by GPS observations
 AA3671.and adjusted by the National Geodetic Survey in June 2012.
 AA3671
 AA3671.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3671.been affixed to the stable North American tectonic plate. See 
 AA3671.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3671
 AA3671.The horizontal coordinates are valid at the epoch date displayed above
 AA3671.which is a decimal equivalence of Year/Month/Day.
 AA3671
 AA3671.The orthometric height was determined by GPS observations and a
 AA3671.high-resolution geoid model.
 AA3671
 AA3671.GPS derived orthometric heights for airport stations designated as
 AA3671.PACS or SACS are published to 2 decimal places.  This maintains
 AA3671.centimeter relative accuracy between the PACS and SACS.  It does
 AA3671.not indicate centimeter accuracy relative to other marks which are
 AA3671.part of the published vertical control network.
 AA3671
 AA3671.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3671.GEOID18 height accuracy estimate available here.
 AA3671
 AA3671.Click photographs - Photos may exist for this station.
 AA3671
 AA3671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3671
 AA3671.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3671
 AA3671.The ellipsoidal height was determined by GPS observations
 AA3671.and is referenced to NAD 83.
 AA3671
 AA3671. The following values were computed from the NAD 83(2011) position.
 AA3671
 AA3671;                    North         East     Units Scale Factor Converg.
 AA3671;SPC UT C     - 2,272,624.167   460,507.384   MT  1.00003724   -0 17 59.0
 AA3671;SPC UT C     - 7,456,101.12  1,510,847.98   sFT  1.00003724   -0 17 59.0
 AA3671;UTM  12      - 4,515,666.358   418,338.637   MT  0.99968208   -0 37 56.3
 AA3671
 AA3671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3671!SPC UT C     -   0.99980085  x   1.00003724  =   0.99983808
 AA3671!UTM  12      -   0.99980085  x   0.99968208  =   0.99948299
 AA3671
 AA3671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1833815666(NAD 83)
 AA3671
 AA3671                          SUPERSEDED SURVEY CONTROL
 AA3671
 AA3671  NAD 83(2007)-  40 47 16.54894(N)    111 58 04.37937(W) AD(2002.00) 0
 AA3671  ELLIP H (02/10/07) 1269.862  (m)                       GP(2002.00)    
 AA3671  ELLIP H (11/14/01) 1269.882  (m)                       GP(       ) 4 2
 AA3671  NAD 83(1994)-  40 47 16.54804(N)    111 58 04.37776(W) AD(       ) B
 AA3671  ELLIP H (04/21/95) 1269.928  (m)                       GP(       ) 4 1
 AA3671
 AA3671.Superseded values are not recommended for survey control.
 AA3671
 AA3671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3671.See file dsdata.pdf to determine how the superseded data were derived.
 AA3671
 AA3671_MARKER: I = METAL ROD
 AA3671_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3671_STAMPING: FAA SLC F 1994
 AA3671_MARK LOGO: NGS
 AA3671_PROJECTION: FLUSH
 AA3671_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3671_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3671+STABILITY: POSITION/ELEVATION WELL
 AA3671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3671+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA3671_ROD/PIPE-DEPTH: 21.2 meters
 AA3671_SLEEVE-DEPTH  : 0.90 meters
 AA3671
 AA3671  HISTORY     - Date     Condition        Report By
 AA3671  HISTORY     - 1994     MONUMENTED       NGS
 AA3671  HISTORY     - 19960119 GOOD             NGS
 AA3671
 AA3671                          STATION DESCRIPTION
 AA3671
 AA3671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3671'NOTE--A SECURITY ESCORT IS REQUIRED AT ALL TIMES.  ANY VEHICLE
 AA3671'MOVEMENT WITHOUT AN ESCORT WILL RESULT IN ARREST, HEAVY FINES AND
 AA3671'IMPRISOMMENT. THE STATION IS LOCATED ON A SMALL RISE IN LOW GRASS AND
 AA3671'BRUSH AT MIDFIELD OF THE AIRFIELD, IN THE SOUTHEAST CORNER OF SECTION
 AA3671'29, T1N, R1W, ON THE NORTHWEST SIDE OF SALT LAKE CITY, AT THE SALT
 AA3671'LAKE CITY INTERNATIONAL AIRPORT.  OWNERSHIP--SALT LAKE CITY AIRPORT
 AA3671'AUTHORITY. SUPERINTENDANT OF AIRFIELD OPERATIONS IS TOM TROSKE, AMF
 AA3671'BOX 22084, SALT LAKE CITY, UTAH 84122.  PHONE 801-575-2463.  AIRPORT
 AA3671'SURVEYOR IS DAVE GRIMSHAW, AMF BOX 22084, SALT LAKE CITY, UTAH 84122.
 AA3671'PHONE 801-575-2954. CONTACT ONE OF THEM AT LEAST ONE DAY IN ADVANCE TO
 AA3671'ARRANGE FOR AN ESCORT TO THE STATION. TO REACH FROM THE UNDRPASS AT
 AA3671'THE JUNCTION OF INTERSTATE HIGHWAYS 215 AND 80, GO WEST ON HIGHWAY 80
 AA3671'FOR 1.87 KM (1.15 MI) TO AN EXIT RAMP RIGHT, (EXIT 115A).  BEAR RIGHT,
 AA3671'WEST, THEN NORTH, ON RAMP AND ROAD FOR 3.10 KM (1.90 MI) TO THE SHORT
 AA3671'TERM PARKING.  THE ENGINEERING OFFICE IS LOCATED IN THE UPSTAIRS OF
 AA3671'TERMINAL 1, ACROSS FROM SHORT TERM PARKING. STATION MARK IS A PUNCH
 AA3671'HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED
 AA3671'SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AA3671'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 6.1 M (20.0
 AA3671'FT) WEST OF THE CENTER OF A PAVED ROAD, 0.85 M (2.79 FT) EAST OF A
 AA3671'FIBERGLASS WITNESS POST, 0.85 M (2.79 FT) SOUTH OF A FIBERGLASS
 AA3671'WITNESS POST. DESCRIBED BY D.G. AUG
 AA3671
 AA3671                          STATION RECOVERY (1996)
 AA3671
 AA3671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (NGS)
 AA3671'THIS STATION IS LOCATED AT THE SALT LAKE CITY INTERNATIONAL AIRPORT,
 AA3671'NORTH OF TAXIWAY Q ALONG THE MID-FIELD ACCESS ROAD ON THE WEST SIDE OF
 AA3671'THE ROAD.  IT IS 22.4 FT (6.8 M) WEST OF THE CENTERLINE OF THE ROAD,
 AA3671'2.4 FT (0.7 M) SOUTH OF THE SOUTHEAST OF TWO WITNESS POST.  IT IS AN
 AA3671'NGS ROD MARK SET FLUSH WITH THE GROUND STAMPED FAA SLC F 1994. MOUNTED
 AA3671'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3674 ***********************************************************************
 AA3674  CBN         -  This is a Cooperative Base Network Control Station.
 AA3674  PACS        -  This is a Primary Airport Control Station.
 AA3674  DESIGNATION -  FAA TVY D
 AA3674  PID         -  AA3674
 AA3674  STATE/COUNTY-  UT/TOOELE
 AA3674  COUNTRY     -  US
 AA3674  USGS QUAD   -  TOOELE (2017)
 AA3674
 AA3674                         *CURRENT SURVEY CONTROL
 AA3674  ______________________________________________________________________
 AA3674* NAD 83(2011) POSITION- 40 36 36.57335(N) 112 20 59.63522(W)   ADJUSTED
 AA3674* NAD 83(2011) ELLIP HT-  1293.206 (meters)        (06/27/12)   ADJUSTED
 AA3674* NAD 83(2011) EPOCH   -  2010.00
 AA3674* NAVD 88 ORTHO HEIGHT -  1310.81  (meters)     4300.5   (feet) GPS OBS
 AA3674  ______________________________________________________________________
 AA3674  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3674  GEOID HEIGHT    -         -17.27 (meters)                     GEOID93
 AA3674  GEOID HEIGHT    -        -17.534 (meters)                     GEOID18
 AA3674  NAD 83(2011) X  - -1,844,217.680 (meters)                     COMP
 AA3674  NAD 83(2011) Y  - -4,485,536.341 (meters)                     COMP
 AA3674  NAD 83(2011) Z  -  4,130,495.801 (meters)                     COMP
 AA3674  LAPLACE CORR    -          3.97  (seconds)                    DEFLEC18
 AA3674
 AA3674  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3674  Standards:
 AA3674         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3674            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3674  -------------------------------------------------------------------
 AA3674  NETWORK    1.34   2.16           0.63   0.42   1.10     -0.10489390
 AA3674  -------------------------------------------------------------------
 AA3674  Click here for local accuracies and other accuracy information.
 AA3674
 AA3674.This mark is at Bolinder Field/tooele Valley Airport (TVY)
 AA3674
 AA3674.The horizontal coordinates were established by GPS observations
 AA3674.and adjusted by the National Geodetic Survey in June 2012.
 AA3674
 AA3674.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3674.been affixed to the stable North American tectonic plate. See 
 AA3674.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3674
 AA3674.The horizontal coordinates are valid at the epoch date displayed above
 AA3674.which is a decimal equivalence of Year/Month/Day.
 AA3674
 AA3674.The orthometric height was determined by GPS observations and a
 AA3674.high-resolution geoid model.
 AA3674
 AA3674.GPS derived orthometric heights for airport stations designated as
 AA3674.PACS or SACS are published to 2 decimal places.  This maintains
 AA3674.centimeter relative accuracy between the PACS and SACS.  It does
 AA3674.not indicate centimeter accuracy relative to other marks which are
 AA3674.part of the published vertical control network.
 AA3674
 AA3674.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3674.GEOID18 height accuracy estimate available here.
 AA3674
 AA3674.Click photographs - Photos may exist for this station.
 AA3674
 AA3674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3674
 AA3674.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3674
 AA3674.The ellipsoidal height was determined by GPS observations
 AA3674.and is referenced to NAD 83.
 AA3674
 AA3674. The following values were computed from the NAD 83(2011) position.
 AA3674
 AA3674;                    North         East     Units Scale Factor Converg.
 AA3674;SPC UT C     - 2,253,121.193   428,075.745   MT  0.99999033   -0 32 39.9
 AA3674;SPC UT C     - 7,392,115.11  1,404,445.17   sFT  0.99999033   -0 32 39.9
 AA3674;UTM  12      - 4,496,358.228   385,803.553   MT  0.99976052   -0 52 43.5
 AA3674
 AA3674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3674!SPC UT C     -   0.99979718  x   0.99999033  =   0.99978751
 AA3674!UTM  12      -   0.99979718  x   0.99976052  =   0.99955775
 AA3674
 AA3674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK8580396358(NAD 83)
 AA3674
 AA3674                          SUPERSEDED SURVEY CONTROL
 AA3674
 AA3674  NAD 83(2007)-  40 36 36.57305(N)    112 20 59.63551(W) AD(2002.00) 0
 AA3674  ELLIP H (02/10/07) 1293.218  (m)                       GP(2002.00)    
 AA3674  ELLIP H (11/14/01) 1293.248  (m)                       GP(       ) 4 2
 AA3674  NAD 83(1994)-  40 36 36.57213(N)    112 20 59.63403(W) AD(       ) B
 AA3674  ELLIP H (04/21/95) 1293.302  (m)                       GP(       ) 4 1
 AA3674
 AA3674.Superseded values are not recommended for survey control.
 AA3674
 AA3674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3674.See file dsdata.pdf to determine how the superseded data were derived.
 AA3674
 AA3674_MARKER: I = METAL ROD
 AA3674_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3674_STAMPING: FAA TVY D 1994
 AA3674_MARK LOGO: NGS
 AA3674_PROJECTION: FLUSH
 AA3674_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3674+STABILITY: POSITION/ELEVATION WELL
 AA3674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3674+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2010
 AA3674_ROD/PIPE-DEPTH: 21.0 meters
 AA3674_SLEEVE-DEPTH  : 0.90 meters
 AA3674
 AA3674  HISTORY     - Date     Condition        Report By
 AA3674  HISTORY     - 1994     MONUMENTED       NGS
 AA3674  HISTORY     - 19951021 GOOD             NGS
 AA3674  HISTORY     - 20100408 GOOD             INDIV
 AA3674
 AA3674                          STATION DESCRIPTION
 AA3674
 AA3674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3674'THE STATION IS LOCATED ABOUT 29 KM (18.00 MI) SOUTHWEST OF SALT LAKE
 AA3674'CITY, 10 KM (6.20 MI) NORTH OF TOOELE, 3 KM (1.85 MI) SOUTH OF
 AA3674'INTERSTATE HIGHWAY 80, IN GRASS ON A SMALL RISE NEAR THE SOUTH END OF
 AA3674'A DITCH, AND JUST NORTH OF THE WINDSOCK.  OWNERSHIP--SALT LAKE CITY
 AA3674'AIRPORT AUTHORITY.  AIRPORT SURVEYOR IS DAVE GRIMSHAW, AMF BOX 22084,
 AA3674'SALT LAKE CITY, UTAH 84122.  PHONE 801-575-2954.  ON SITE MANAGER AT
 AA3674'THE AIRPORT IS JOE COLOVICH, 4363 NORTH AIRPORT ROAD, TOOELE, UTAH
 AA3674'84074.  PHONE 801-882-7200.  CONTACT ON OF THEM ONE DAY IN ADVANCE FOR
 AA3674'PERMISSION TO OCCUPY THIS STATION. TO REACH FROM THE OVERPASS AT THE
 AA3674'JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 36 (EXIT 99) ABOUT
 AA3674'23 KM (14.30 MI) SOUTHWEST OF SALT LAKE CITY, GO SOUTHWEST ON HIGHWAY
 AA3674'36 FOR 4.92 KM (3.05 MI) TO THE JUNCTION OF STATE HIGHWAY 138 ON THE
 AA3674'RIGHT.  CONTINUE AHEAD, SOUTH, ON HIGHWAY 36 FOR 5.99 KM (3.70 MI)
 AA3674'PASSING THE ENTRANCE TO THE STANSBURY PARK AND OBSERVATORY ON THE
 AA3674'RIGHT TO A PAVED CROSSROAD (ERDA WAY-4100 NORTH) JUST AFTER AN OUT
 AA3674'DOOR THEATRE ON THE LEFT. TURN RIGHT, WEST, ON ERDA WAY FOR 4.61 KM
 AA3674'(2.85 MI) TO A PAVED ROAD RIGHT (AIRPORT ROAD).  TURN RIGHT, NORTH, ON
 AA3674'AIRPORT ROAD FOR 0.71 KM (0.45 MI) TO A PAVED ROAD LEFT.  TURN LEFT,
 AA3674'WEST, ACROSS APRON AND PASSING AIRPORT OFFICE FOR 0.15 KM (0.10 MI) TO
 AA3674'THE TAXI. TURN RIGHT, NORTH, ALONG TAXI FOR 0.25 KM (0.15 MI) TO THE
 AA3674'STATION ON THE LEFT. STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS
 AA3674'STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE ENCASED IN A 12.7 CM PVC
 AA3674'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.
 AA3674'IT IS 74.1 M (243.1 FT) EAST OF THE CENTER OF THE RUNWAY, 51.3 M
 AA3674'(168.3 FT) WEST OF THE CENTER OF THE TAXI, 54.6 M (179.1 FT)
 AA3674'NORTH-NORTHWEST OF THE WINDSOCK, AND 0.8 M (2.6 FT) SOUTH OF A
 AA3674'FIBERGLASS WITNESS POST, AND 0.9 M (3.0 FT) NORTH OF A FIBERGLASS
 AA3674'WITNESS POST. DESCRIBED BY D.G. AUG
 AA3674
 AA3674                          STATION RECOVERY (1995)
 AA3674
 AA3674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (NGS)
 AA3674'GPS STATION FAA TVY D 1994 IS LOCATED ABOUT MID FIELD BETWEEN THE
 AA3674'RUNWAY AND TAXIWAY AND NORTHWEST OF THE SEGMENTED CIRCLE OF THE
 AA3674'WINDSOCK 192.6 FT (58.7 M) EAST OF THE EAST EDGE OF TEH RUNWAY. 180.2
 AA3674'FT (54.9 M) NORTHWEST OF THE WINDSOCK IN A SEGMENTED CIRCLE. 151.9 FT
 AA3674'(46.3 M) WEST OF THE WEST EDGE OF THE TAXIWAY.  256.7 FT (78.2 M)
 AA3674'NORTH WEST OF STATION TVY C 1992.  THE STATION IS AN NGS 3D STAINLESS
 AA3674'STEEL ROD MARK ENCLOSED IN A 5 INCH PVC PIPE WITH AN ALUMINUM ACCESS
 AA3674'COVER STAMPED FAA TVY D 1994.
 AA3674
 AA3674                          STATION RECOVERY (2010)
 AA3674
 AA3674'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JRF)
 AA3674'RECOVERED AS DESCRIBED.  CONTACT STEPHEN JACKSON CPM (GENERAL AVIATION
 AA3674'MANAGER) AT 801-647-5532(C)FOR AIRPORT GATE ACCESS AND INFORMATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3678 ***********************************************************************
 AA3678  CBN         -  This is a Cooperative Base Network Control Station.
 AA3678  PACS        -  This is a Primary Airport Control Station.
 AA3678  DESIGNATION -  FAA U34 A
 AA3678  PID         -  AA3678
 AA3678  STATE/COUNTY-  UT/EMERY
 AA3678  COUNTRY     -  US
 AA3678  USGS QUAD   -  GREEN RIVER (2017)
 AA3678
 AA3678                         *CURRENT SURVEY CONTROL
 AA3678  ______________________________________________________________________
 AA3678* NAD 83(2011) POSITION- 38 57 41.17775(N) 110 13 39.75724(W)   ADJUSTED
 AA3678* NAD 83(2011) ELLIP HT-  1268.600 (meters)        (06/27/12)   ADJUSTED
 AA3678* NAD 83(2011) EPOCH   -  2010.00
 AA3678* NAVD 88 ORTHO HEIGHT -  1288.64  (meters)     4227.8   (feet) GPS OBS
 AA3678  ______________________________________________________________________
 AA3678  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AA3678  GEOID HEIGHT    -        -19.971 (meters)                     GEOID99
 AA3678  GEOID HEIGHT    -        -20.089 (meters)                     GEOID18
 AA3678  NAD 83(2011) X  - -1,717,352.749 (meters)                     COMP
 AA3678  NAD 83(2011) Y  - -4,660,671.124 (meters)                     COMP
 AA3678  NAD 83(2011) Z  -  3,989,786.897 (meters)                     COMP
 AA3678  LAPLACE CORR    -         -4.54  (seconds)                    DEFLEC18
 AA3678
 AA3678  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3678  Standards:
 AA3678         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3678            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3678  -------------------------------------------------------------------
 AA3678  NETWORK    0.85   1.55           0.39   0.29   0.79     -0.05258258
 AA3678  -------------------------------------------------------------------
 AA3678  Click here for local accuracies and other accuracy information.
 AA3678
 AA3678.This mark is at Green River Airport (U34)
 AA3678
 AA3678.The horizontal coordinates were established by GPS observations
 AA3678.and adjusted by the National Geodetic Survey in June 2012.
 AA3678
 AA3678.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3678.been affixed to the stable North American tectonic plate. See 
 AA3678.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3678
 AA3678.The horizontal coordinates are valid at the epoch date displayed above
 AA3678.which is a decimal equivalence of Year/Month/Day.
 AA3678
 AA3678.The orthometric height was determined by GPS observations and a
 AA3678.high-resolution geoid model.
 AA3678
 AA3678.GPS derived orthometric heights for airport stations designated as
 AA3678.PACS or SACS are published to 2 decimal places.  This maintains
 AA3678.centimeter relative accuracy between the PACS and SACS.  It does
 AA3678.not indicate centimeter accuracy relative to other marks which are
 AA3678.part of the published vertical control network.
 AA3678
 AA3678.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3678.GEOID18 height accuracy estimate available here.
 AA3678
 AA3678.Click photographs - Photos may exist for this station.
 AA3678
 AA3678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3678
 AA3678.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3678
 AA3678.The ellipsoidal height was determined by GPS observations
 AA3678.and is referenced to NAD 83.
 AA3678
 AA3678. The following values were computed from the NAD 83(2011) position.
 AA3678
 AA3678;                    North         East     Units Scale Factor Converg.
 AA3678;SPC UT C     - 2,070,517.563   610,271.511   MT  1.00001409   +0 48 54.0
 AA3678;SPC UT C     - 6,793,023.04  2,002,199.12   sFT  1.00001409   +0 48 54.0
 AA3678;UTM  12      - 4,312,780.922   566,910.628   MT  0.99965513   +0 29 08.3
 AA3678
 AA3678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3678!SPC UT C     -   0.99980100  x   1.00001409  =   0.99981509
 AA3678!UTM  12      -   0.99980100  x   0.99965513  =   0.99945620
 AA3678
 AA3678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ6691012780(NAD 83)
 AA3678
 AA3678                          SUPERSEDED SURVEY CONTROL
 AA3678
 AA3678  NAD 83(2007)-  38 57 41.17733(N)    110 13 39.75759(W) AD(2002.00) 0
 AA3678  ELLIP H (02/10/07) 1268.623  (m)                       GP(2002.00)    
 AA3678  ELLIP H (09/24/02) 1268.610  (m)                       GP(       ) 3 1
 AA3678  ELLIP H (11/14/01) 1268.662  (m)                       GP(       ) 4 2
 AA3678  NAD 83(1994)-  38 57 41.17679(N)    110 13 39.75752(W) AD(       ) B
 AA3678  ELLIP H (04/21/95) 1268.700  (m)                       GP(       ) 4 1
 AA3678  NAVD 88 (04/21/95) 1288.80   (m)  GEOID93  model used  GPS OBS        
 AA3678
 AA3678.Superseded values are not recommended for survey control.
 AA3678
 AA3678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3678.See file dsdata.pdf to determine how the superseded data were derived.
 AA3678
 AA3678_MARKER: F = FLANGE-ENCASED ROD
 AA3678_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3678_STAMPING: FAA U34 A 1994
 AA3678_MARK LOGO: NGS
 AA3678_PROJECTION: RECESSED 5 CENTIMETERS
 AA3678_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3678+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2020
 AA3678
 AA3678  HISTORY     - Date     Condition        Report By
 AA3678  HISTORY     - 1994     MONUMENTED       NGS
 AA3678  HISTORY     - 20190909 GOOD             WOOLPT
 AA3678  HISTORY     - 20190923 GOOD             NGS
 AA3678  HISTORY     - 20200301 GOOD             NONE
 AA3678
 AA3678                          STATION DESCRIPTION
 AA3678
 AA3678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3678'STATION IS LOCATED ABOUT 7 KM (4.35 MI) SOUTHWEST OF GREEN RIVER, AT
 AA3678'THE GREEN RIVER MUNICIPAL AIRPORT, MIDWAY ALONG THE RUNWAY, BETWEEN
 AA3678'THE RUNWAY AND THE WINDSOCK, IN A FLAT, BARE AREA COVERED WITH SMALL
 AA3678'STONES, IN THE NORTHEAST 1/4 OF SECTION 26, T 21 S, R 15 E.
 AA3678'OWNERSHIP--GREEN RIVER CITY CORPORATION, BOX 356, GREEN RIVER, UT
 AA3678'84525.  AIRPORT MANAGER IS ROBERT LINGREN, PHONE 801-564-3412. TO
 AA3678'REACH FROM THE GREEN RIVER POST OFFICE ON MAIN STREET (INTERSTATE
 AA3678'HIGHWAY 70 BUSINESS, US HIGHWAYS 6, 50 AND 191 BUSINESS), GO WEST ON
 AA3678'MAIN STREET FOR 0.05 KM (0.05 MI) TO A CROSS STREET.  TURN LEFT,
 AA3678'SOUTH, ON LONG STREET FOR 0.52 KM (0.30 MI) TO A SLANTED T-ROAD. BEAR
 AA3678'LEFT, EASTERLY, ON GREEN RIVER AVENUE FOR 0.16 KM (0.10 MI) TO A PAVED
 AA3678'ROAD RIGHT.  TURN RIGHT, SOUTH, CROSSING RAILROAD TRACKS, ON AIRPORT
 AA3678'ROAD FOR 0.76 KM (0.45 MI) TO A CATTLE GUARD AT PAVEMENT END. CONTINUE
 AA3678'AHEAD ON ASPHALT ROAD FOR 3.16 KM (1.95 MI) TO A FORK. KEEP RIGHT,
 AA3678'SOUTH, ON ASPHALT ROAD FOR 1.57 KM (0.95 MI) TO A FORK. BEAR RIGHT,
 AA3678'WEST, MAIN ROAD, FOR 2.46 KM (1.50 MI) TO ROAD END AT APRON ON
 AA3678'SOUTHWEST SIDE OF THE HANGAR.  TURN RIGHT, SOUTHWEST, ON APRON, THEN
 AA3678'RAMP FOR 0.12 KM (0.05 MI) TO THE FAR SIDE OF THE RUNWAY.  TURN LEFT,
 AA3678'SOUTHEAST, ALONGSIDE RUNWAY FOR 0.35 KM (0.20 MI) TO THE STATION ON
 AA3678'THE RIGHT. STATION MARK IS A PUNCH HOLE TOP CENTER ON A STEEL ROD
 AA3678'ENCASED IN PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST FLUSH WITH
 AA3678'THE GROUND.  IT IS 0.5 M (1.6 FT) SOUTHEAST OF A FIBERGLASS WITNESS
 AA3678'POST, 46.0 M (150.9 FT) SOUTHWEST OF THE RUNWAY CENTER, 28.7 M (94.2
 AA3678'FT) NORTHEAST OF THE WINDSOCK POLE, 44.9 M (147.3 FT) SOUTH OF A
 AA3678'RUNWAY LIGHT, 44.9 M (147.3 FT) WEST OF A RUNWAY LIGHT, AND 13.6 M
 AA3678'(44.6 FT) NORTHEAST OF THE SEGMENTED CIRCLE.
 AA3678
 AA3678                          STATION RECOVERY (2019)
 AA3678
 AA3678'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2019 (ZH)
 AA3678'RECOVERED AS DESCRIBED.  AIRPORT MANAGER IS CURRENTLY CONAE BLACK,
 AA3678'TELEPHONE 435-564-3448.
 AA3678
 AA3678                          STATION RECOVERY (2019)
 AA3678
 AA3678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (DW)
 AA3678'RECOVERED IN GOOD CONDITION.
 AA3678
 AA3678                          STATION RECOVERY (2020)
 AA3678
 AA3678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2020 (CG)
 AA3678'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3672 ***********************************************************************
 AA3672  CBN         -  This is a Cooperative Base Network Control Station.
 AA3672  PACS        -  This is a Primary Airport Control Station.
 AA3672  DESIGNATION -  FAA U42 E
 AA3672  PID         -  AA3672
 AA3672  STATE/COUNTY-  UT/SALT LAKE
 AA3672  COUNTRY     -  US
 AA3672  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 AA3672
 AA3672                         *CURRENT SURVEY CONTROL
 AA3672  ______________________________________________________________________
 AA3672* NAD 83(2011) POSITION- 40 37 39.01875(N) 111 59 43.31660(W)   ADJUSTED
 AA3672* NAD 83(2011) ELLIP HT-  1386.893 (meters)        (06/27/12)   ADJUSTED
 AA3672* NAD 83(2011) EPOCH   -  2010.00
 AA3672* NAVD 88 ORTHO HEIGHT -  1404.23  (meters)     4607.0   (feet) GPS OBS
 AA3672  ______________________________________________________________________
 AA3672  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3672  GEOID HEIGHT    -         -17.01 (meters)                     GEOID93
 AA3672  GEOID HEIGHT    -        -17.248 (meters)                     GEOID18
 AA3672  NAD 83(2011) X  - -1,815,983.966 (meters)                     COMP
 AA3672  NAD 83(2011) Y  - -4,495,764.946 (meters)                     COMP
 AA3672  NAD 83(2011) Z  -  4,132,019.203 (meters)                     COMP
 AA3672  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 AA3672
 AA3672  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3672  Standards:
 AA3672         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3672            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3672  -------------------------------------------------------------------
 AA3672  NETWORK    1.32   2.20           0.62   0.42   1.12     -0.12412583
 AA3672  -------------------------------------------------------------------
 AA3672  Click here for local accuracies and other accuracy information.
 AA3672
 AA3672.This mark is at Salt Lake City #2 Airport (U42)
 AA3672
 AA3672.The horizontal coordinates were established by GPS observations
 AA3672.and adjusted by the National Geodetic Survey in June 2012.
 AA3672
 AA3672.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3672.been affixed to the stable North American tectonic plate. See 
 AA3672.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3672
 AA3672.The horizontal coordinates are valid at the epoch date displayed above
 AA3672.which is a decimal equivalence of Year/Month/Day.
 AA3672
 AA3672.The orthometric height was determined by GPS observations and a
 AA3672.high-resolution geoid model.
 AA3672
 AA3672.GPS derived orthometric heights for airport stations designated as
 AA3672.PACS or SACS are published to 2 decimal places.  This maintains
 AA3672.centimeter relative accuracy between the PACS and SACS.  It does
 AA3672.not indicate centimeter accuracy relative to other marks which are
 AA3672.part of the published vertical control network.
 AA3672
 AA3672.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3672.GEOID18 height accuracy estimate available here.
 AA3672
 AA3672.Click photographs - Photos may exist for this station.
 AA3672
 AA3672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3672
 AA3672.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3672
 AA3672.The ellipsoidal height was determined by GPS observations
 AA3672.and is referenced to NAD 83.
 AA3672
 AA3672. The following values were computed from the NAD 83(2011) position.
 AA3672
 AA3672;                    North         East     Units Scale Factor Converg.
 AA3672;SPC UT C     - 2,254,821.727   458,089.006   MT  0.99999448   -0 19 02.4
 AA3672;SPC UT C     - 7,397,694.28  1,502,913.68   sFT  0.99999448   -0 19 02.4
 AA3672;UTM  12      - 4,497,884.098   415,818.062   MT  0.99968723   -0 38 53.4
 AA3672
 AA3672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3672!SPC UT C     -   0.99978249  x   0.99999448  =   0.99977697
 AA3672!UTM  12      -   0.99978249  x   0.99968723  =   0.99946979
 AA3672
 AA3672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1581897884(NAD 83)
 AA3672
 AA3672                          SUPERSEDED SURVEY CONTROL
 AA3672
 AA3672  NAD 83(2007)-  40 37 39.01845(N)    111 59 43.31717(W) AD(2002.00) 0
 AA3672  ELLIP H (02/10/07) 1386.906  (m)                       GP(2002.00)    
 AA3672  ELLIP H (11/14/01) 1386.930  (m)                       GP(       ) 4 2
 AA3672  NAD 83(1994)-  40 37 39.01755(N)    111 59 43.31573(W) AD(       ) B
 AA3672  ELLIP H (04/21/95) 1386.983  (m)                       GP(       ) 4 1
 AA3672
 AA3672.Superseded values are not recommended for survey control.
 AA3672
 AA3672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3672.See file dsdata.pdf to determine how the superseded data were derived.
 AA3672
 AA3672_MARKER: F = FLANGE-ENCASED ROD
 AA3672_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AA3672+WITH SETTING: INFORMATION.
 AA3672_STAMPING: FAA U42 E 1994
 AA3672_MARK LOGO: NGS
 AA3672_PROJECTION: FLUSH
 AA3672_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3672+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA3672_ROD/PIPE-DEPTH: 2.9 meters
 AA3672_SLEEVE-DEPTH  : 0.90 meters
 AA3672
 AA3672  HISTORY     - Date     Condition        Report By
 AA3672  HISTORY     - 1994     MONUMENTED       NGS
 AA3672  HISTORY     - 1994     GOOD             NGS
 AA3672
 AA3672                          STATION DESCRIPTION
 AA3672
 AA3672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3672'NOTE-GATES TO THE AIRPORT ARE LOCKED AT 5 P.M.
 AA3672'
 AA3672'THE STATION IS LOCATED ABOUT 16 KM (9.95 MI) SOUTHWEST OF SALT LAKE
 AA3672'CITY, 4 KM (2.50 MI) NORTHWEST OF WEST JORDAN, 3 KM (1.85 MI) SOUTH OF
 AA3672'KEARNS, IN GRASS WEST OF RUNWAY END 16, AND BETWEEN TAXI A-5 AND A-6.
 AA3672'OWNERSHIP--SALT LAKE CITY AIRPORT AUTHORITY.  DAVE GRIMSHAW IS THE
 AA3672'AIRPORT SURVEYOR, AMF BOX 22084, SALT LAKE CITY, UTAH 84122.  PHONE
 AA3672'801-575-2954.  CONTACT HIM AT LEAST ONE DAY IN ADVANCE FOR AN ESCORT
 AA3672'TO THE STATION.
 AA3672'
 AA3672'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 80
 AA3672'AND 40TH SOUTH (HIGHWAY 154 AND BANGERTER HIGHWAY), EXIT 115B, GO
 AA3672'SOUTH ON 40TH SOUTH FOR 4.4 KM (2.75 MI) TO THE OVERPASS AT THE
 AA3672'JUNCTION OF HIGHWAY 201.  CONTINUE AHEAD, SOUTHERLY, ON 40TH SOUTH FOR
 AA3672'3.21 KM (2.00 MI) TO A PAVED CROSSROAD (HIGHWAY 171 AND 3500 SOUTH).
 AA3672'CONTINUE AHEAD, SOUTHERLY, ON 40TH SOUTH FOR 4.91 KM (3.05 MI) TO A
 AA3672'PAVED CROSSROAD (HIGHWAY 173 AND 5400 SOUTH).  CONTINUE AHEAD,
 AA3672'SOUTHERLY, ON 40TH SOUTH FOR 1.65 KM (1.00 MI) TO A PAVED CROSSROAD
 AA3672'(6200 SOUTH) JUST BEFORE AN OVERHEAD WALKWAY.  TURN RIGHT (WEST) ON
 AA3672'6200 SOUTH FOR 1.83 KM (1.15 MI) TO A PAVED ROAD LEFT (AIRPORT ROAD).
 AA3672'TURN LEFT (SOUTH) ON AIRPORT ROAD FOR 2.21 KM (1.35 MI) TO THE AIRPORT
 AA3672'ENTRANCE ON THE LEFT.  TURN LEFT (EAST) ON ENTRANCE ROAD FOR 0.11 KM
 AA3672'(0.05 MI) TO A T-INTERSECTION.  TURN LEFT (NORTH) FOR 0.18 KM
 AA3672'(0.10 MI) TO A PARKING LOT ON THE RIGHT.  TURN RIGHT (EAST) THROUGH
 AA3672'PARKING LOT FOR 0.08 KM (0.05 MI) TO A GATE TO THE AIRFIELD.  PROCEED
 AA3672'THROUGH GATE AND GO NORTHEAST ACROSS APRON FOR 0.08 KM (0.05 MI) TO A
 AA3672'TAXIWAY.  TURN LEFT AND GO NORTHWEST ON TAXIWAY A FOR 0.8 KM (0.50 MI)
 AA3672'TO A CURVE IN TAXIWAY.  CONTINUE AROUND CURVE THEN NORTHEAST ON TAXI
 AA3672'FOR 0.16 KM (0.10 MI) TO THE STATION ON THE RIGHT JUST PRIOR TO A
 AA3672'THREE-WAY JUNCTION OF TAXIWAYS A, A5, AND RUNWAY 16.
 AA3672'
 AA3672'THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 AA3672'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 AA3672'WITH A LOGO SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS
 AA3672'91.4 M (299.9 FT) WEST OF THE CENTER OF THE RUNWAY, 64.9 M (212.9 FT)
 AA3672'WEST-NORTHWEST OF THE CENTER OF TAXI A-5, 29.8 M (97.8 FT) SOUTHWEST
 AA3672'OF THE CENTER OF TAXI A-6, 19.35 M (63.48 FT) NORTH OF THE NORTHEAST
 AA3672'END OF A DRIFT FENCE, AND 0.8 M (2.6 FT) SOUTHEAST OF FIBERGLASS
 AA3672'WITNESS POST.  DESCRIBED BY D.G. AUG.
 AA3672
 AA3672                          STATION RECOVERY (1994)
 AA3672
 AA3672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (NGS)
 AA3672'THE STATION IS LOCATED AT THE NORTH END OF THE SALT LAKE CITY
 AA3672'MUNICIPAL 2 AIRPORT.  IT IS 63.4 FT (19.3 M) NE OF THE NE END OF A
 AA3672'FENCE, 98.0 FT (29.9 M) SW OF THE CENTERLINE OF THE TAXIWAY THAT LEADS
 AA3672'TO THE NORTHWEST, 81.3 FT (24.8 M) FROM THE 7TH TAXIWAY LIGHT COUNTING
 AA3672'FROM THE SIGN GOING NORTHEAST.  IT IS A STANDARD ROD MARK SET FLUSH
 AA3672'WITH THE GROUND MARKED FAA U42 E 1994.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3668 ***********************************************************************
 AA3668  FBN         -  This is a Federal Base Network Control Station.
 AA3668  PACS        -  This is a Primary Airport Control Station.
 AA3668  DESIGNATION -  FAA U43 A
 AA3668  PID         -  AA3668
 AA3668  STATE/COUNTY-  UT/SAN JUAN
 AA3668  COUNTRY     -  US
 AA3668  USGS QUAD   -  MONTICELLO NORTH (2017)
 AA3668
 AA3668                         *CURRENT SURVEY CONTROL
 AA3668  ______________________________________________________________________
 AA3668* NAD 83(2011) POSITION- 37 56 09.65359(N) 109 20 49.35996(W)   ADJUSTED
 AA3668* NAD 83(2011) ELLIP HT-  2112.056 (meters)        (06/27/12)   ADJUSTED
 AA3668* NAD 83(2011) EPOCH   -  2010.00
 AA3668* NAVD 88 ORTHO HEIGHT -  2130.82  (meters)     6990.9   (feet) GPS OBS
 AA3668  ______________________________________________________________________
 AA3668  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3668  GEOID HEIGHT    -         -18.58 (meters)                     GEOID93
 AA3668  GEOID HEIGHT    -        -18.751 (meters)                     GEOID18
 AA3668  NAD 83(2011) X  - -1,669,188.945 (meters)                     COMP
 AA3668  NAD 83(2011) Y  - -4,753,938.606 (meters)                     COMP
 AA3668  NAD 83(2011) Z  -  3,901,143.462 (meters)                     COMP
 AA3668  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC18
 AA3668
 AA3668  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3668  Standards:
 AA3668         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3668            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3668  -------------------------------------------------------------------
 AA3668  NETWORK    0.49   1.02           0.22   0.17   0.52     -0.12730503
 AA3668  -------------------------------------------------------------------
 AA3668  Click here for local accuracies and other accuracy information.
 AA3668
 AA3668.This mark is at Monticello Airport (U43)
 AA3668
 AA3668.The horizontal coordinates were established by GPS observations
 AA3668.and adjusted by the National Geodetic Survey in June 2012.
 AA3668
 AA3668.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3668.been affixed to the stable North American tectonic plate. See 
 AA3668.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3668
 AA3668.The horizontal coordinates are valid at the epoch date displayed above
 AA3668.which is a decimal equivalence of Year/Month/Day.
 AA3668
 AA3668.The orthometric height was determined by GPS observations and a
 AA3668.high-resolution geoid model.
 AA3668
 AA3668.GPS derived orthometric heights for airport stations designated as
 AA3668.PACS or SACS are published to 2 decimal places.  This maintains
 AA3668.centimeter relative accuracy between the PACS and SACS.  It does
 AA3668.not indicate centimeter accuracy relative to other marks which are
 AA3668.part of the published vertical control network.
 AA3668
 AA3668.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3668.GEOID18 height accuracy estimate available here.
 AA3668
 AA3668.Click photographs - Photos may exist for this station.
 AA3668
 AA3668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3668
 AA3668.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3668
 AA3668.The ellipsoidal height was determined by GPS observations
 AA3668.and is referenced to NAD 83.
 AA3668
 AA3668. The following values were computed from the NAD 83(2011) position.
 AA3668
 AA3668;                    North         East     Units Scale Factor Converg.
 AA3668;SPC UT S     - 3,143,055.885   689,238.297   MT  0.99995480   +1 19 08.7
 AA3668;SPC UT S     -10,311,842.52  2,261,275.98   sFT  0.99995480   +1 19 08.7
 AA3668;UTM  12      - 4,200,004.120   645,256.054   MT  0.99985987   +1 00 59.0
 AA3668
 AA3668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3668!SPC UT S     -   0.99966870  x   0.99995480  =   0.99962351
 AA3668!UTM  12      -   0.99966870  x   0.99985987  =   0.99952861
 AA3668
 AA3668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH4525600004(NAD 83)
 AA3668
 AA3668                          SUPERSEDED SURVEY CONTROL
 AA3668
 AA3668  NAD 83(2007)-  37 56 09.65304(N)    109 20 49.36066(W) AD(2002.00) 0
 AA3668  ELLIP H (02/10/07) 2112.070  (m)                       GP(2002.00)    
 AA3668  ELLIP H (06/28/00) 2112.090  (m)                       GP(       ) 4 1
 AA3668  NAD 83(1994)-  37 56 09.65245(N)    109 20 49.36054(W) AD(       ) B
 AA3668  ELLIP H (04/21/95) 2112.157  (m)                       GP(       ) 4 1
 AA3668
 AA3668.Superseded values are not recommended for survey control.
 AA3668
 AA3668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3668.See file dsdata.pdf to determine how the superseded data were derived.
 AA3668
 AA3668_MARKER: I = METAL ROD
 AA3668_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3668_STAMPING: FAA U43 A 1994
 AA3668_MARK LOGO: NGS
 AA3668_PROJECTION: FLUSH
 AA3668_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3668+STABILITY: POSITION/ELEVATION WELL
 AA3668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3668+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 AA3668_ROD/PIPE-DEPTH: 4.30 meters
 AA3668_SLEEVE-DEPTH  : 0.90 meters
 AA3668
 AA3668  HISTORY     - Date     Condition        Report By
 AA3668  HISTORY     - 1994     MONUMENTED       NGS
 AA3668  HISTORY     - 19990208 GOOD             NGS
 AA3668  HISTORY     - 20070619 GOOD             INDIV
 AA3668
 AA3668                          STATION DESCRIPTION
 AA3668
 AA3668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3668'THE STATION IS LOCATED ABOUT 27 KM (16.75 MI) WEST OF THE
 AA3668'UTAH-COLORADO BORDER, 6 KM (3.70 MI) NORTH OF MONTICELLO, AT THE SAN
 AA3668'JUAN COUNTY AIRPORT, IN LOW BRUSH AT THE CENTER OF THE AIRFIELD JUST
 AA3668'SOUTH OF A CONNECTOR TAXI AND RAMP.  OWNERSHIP--CITY OF MONTICELLO.
 AA3668'AIRPORT MANAGER IS CALVIN BLAKE, P.O.BOX 1131, MONTICELLO, UT 84535.
 AA3668'PHONE 801-587-2774. TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 191
 AA3668'AND 666 IN MONTICELLO, GO NORTH ON HIGHWAY 191 FOR 7.1 KM (4.40 MI) TO
 AA3668'THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, WEST, ON ROAD AND
 AA3668'ACROSS APRON FOR 0.06 TO THE WEST EDGE OF APRON.  TURN RIGHT, NORTH,
 AA3668'ON APRON FOR 0.04 KM (0.00 MI) TO THE STATION ON THE LEFT. STATION
 AA3668'MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM
 AA3668'GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A
 AA3668'LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 61.3
 AA3668'M (201.1 FT) SOUTH OF THE CENTER OF THE CONNECTOR, 39.9 M (130.9 FT)
 AA3668'EAST OF THE CENTER OF THE RUNWAY, 22.1 SOUTH-SOUTHWEST OF THE
 AA3668'SOUTHWEST CORNER OF THE RAMP, 16.8 M (55.1 FT) WEST OF, AND 0.5 M (1.6
 AA3668'FT) LOWER THAN THE WEST EDGE OF THE RAMP, AND 0.9 M (3.0 FT) EAST OF A
 AA3668'FIBERGLASS WITNESS POST. DESCRIBED BY D.G. AUG
 AA3668
 AA3668                          STATION RECOVERY (1999)
 AA3668
 AA3668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AA3668'THE STATION IS LOCATED ABOUT 27.0 KM (16.75 MI) WEST OF THE
 AA3668'UTAH-COLORADO STATE LINES, ABOUT 6.0 KM (3.70 MI) NORTH OF MONTICELLO
 AA3668'AT THE SAN JUAN COUNTY AIRPORT, NEAR MID-FIELD, DIRECTLY WEST AND
 AA3668'ACROSS THE APRON FROM THE AIRPORT OFFICE BUILDING, IN THE LOW BUSHY
 AA3668'AREA BETWEEN THE RUNWAY AND APRON.  OWNERSHIP--CITY OF MONTICELLO.
 AA3668'CONTACT AIRPORT MANAGER ONE DAY IN ADVANCE BEFORE OCCUPYING THE
 AA3668'STATION.  AIRPORT MANAGER IS CALVIN BLAKE.  PHONE 435-587-2774.  TO
 AA3668'REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 191 AND 666 IN
 AA3668'MONTICELLO, GO NORTH ON HIGHWAY 191 FOR 7.1 KM (4.40 MI) TO THE
 AA3668'AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON THE
 AA3668'ENTRANCE ROAD CROSSING A CATTLE GUARD AND THE APRON TO THE WEST EDGE
 AA3668'OF THE APRON.  TURN RIGHT AND GO NORTH ALONG THE WEST EDGE OF THE
 AA3668'APRON (TIE DOWN AREA) FOR ABOUT 0.08 KM (0.05 MI) TO THE CENTER
 AA3668'CONNECTING TAXIWAY AND THE STATION ON THE LEFT.  IT IS 60.96 M (200.00
 AA3668'FT) SOUTH OF THE CENTER OF THE CONNECTING TAXIWAY, 39.93 M (131.00 FT)
 AA3668'EAST OF THE CENTER OF THE RUNWAY, 0.9 M (3.0 FT) EAST OF A FIBERGLASS
 AA3668'WITNESS POST AND ABOUT 0.61 M (2.00 FT) BELOW THE APRON.
 AA3668
 AA3668                          STATION RECOVERY (2007)
 AA3668
 AA3668'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (RCW)
 AA3668'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3677 ***********************************************************************
 AA3677  CBN         -  This is a Cooperative Base Network Control Station.
 AA3677  PACS        -  This is a Primary Airport Control Station.
 AA3677  DESIGNATION -  FAA U69 A
 AA3677  PID         -  AA3677
 AA3677  STATE/COUNTY-  UT/DUCHESNE
 AA3677  COUNTRY     -  US
 AA3677  USGS QUAD   -  DUCHESNE (2017)
 AA3677
 AA3677                         *CURRENT SURVEY CONTROL
 AA3677  ______________________________________________________________________
 AA3677* NAD 83(2011) POSITION- 40 11 36.66592(N) 110 23 06.28089(W)   ADJUSTED
 AA3677* NAD 83(2011) ELLIP HT-  1756.184 (meters)        (06/27/12)   ADJUSTED
 AA3677* NAD 83(2011) EPOCH   -  2010.00
 AA3677* NAVD 88 ORTHO HEIGHT -  1773.29  (meters)     5817.9   (feet) GPS OBS
 AA3677  ______________________________________________________________________
 AA3677  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3677  GEOID HEIGHT    -         -16.81 (meters)                     GEOID93
 AA3677  GEOID HEIGHT    -        -17.151 (meters)                     GEOID18
 AA3677  NAD 83(2011) X  - -1,699,913.235 (meters)                     COMP
 AA3677  NAD 83(2011) Y  - -4,574,575.218 (meters)                     COMP
 AA3677  NAD 83(2011) Z  -  4,095,556.059 (meters)                     COMP
 AA3677  LAPLACE CORR    -         -3.73  (seconds)                    DEFLEC18
 AA3677
 AA3677  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3677  Standards:
 AA3677         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3677            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3677  -------------------------------------------------------------------
 AA3677  NETWORK    1.70   2.82           0.80   0.53   1.44     -0.12669211
 AA3677  -------------------------------------------------------------------
 AA3677  Click here for local accuracies and other accuracy information.
 AA3677
 AA3677.This mark is at Duchesne Airport (U69)
 AA3677
 AA3677.The horizontal coordinates were established by GPS observations
 AA3677.and adjusted by the National Geodetic Survey in June 2012.
 AA3677
 AA3677.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3677.been affixed to the stable North American tectonic plate. See 
 AA3677.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3677
 AA3677.The horizontal coordinates are valid at the epoch date displayed above
 AA3677.which is a decimal equivalence of Year/Month/Day.
 AA3677
 AA3677.The orthometric height was determined by GPS observations and a
 AA3677.high-resolution geoid model.
 AA3677
 AA3677.GPS derived orthometric heights for airport stations designated as
 AA3677.PACS or SACS are published to 2 decimal places.  This maintains
 AA3677.centimeter relative accuracy between the PACS and SACS.  It does
 AA3677.not indicate centimeter accuracy relative to other marks which are
 AA3677.part of the published vertical control network.
 AA3677
 AA3677.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3677.GEOID18 height accuracy estimate available here.
 AA3677
 AA3677.Click photographs - Photos may exist for this station.
 AA3677
 AA3677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3677
 AA3677.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3677
 AA3677.The ellipsoidal height was determined by GPS observations
 AA3677.and is referenced to NAD 83.
 AA3677
 AA3677. The following values were computed from the NAD 83(2011) position.
 AA3677
 AA3677;                    North         East     Units Scale Factor Converg.
 AA3677;SPC UT C     - 2,207,108.646   594,927.970   MT  0.99991836   +0 42 51.1
 AA3677;SPC UT C     - 7,241,155.62  1,951,859.51   sFT  0.99991836   +0 42 51.1
 AA3677;UTM  12      - 4,449,417.490   552,341.251   MT  0.99963372   +0 23 48.7
 AA3677
 AA3677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3677!SPC UT C     -   0.99972458  x   0.99991836  =   0.99964296
 AA3677!UTM  12      -   0.99972458  x   0.99963372  =   0.99935840
 AA3677
 AA3677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK5234149417(NAD 83)
 AA3677
 AA3677                          SUPERSEDED SURVEY CONTROL
 AA3677
 AA3677  NAD 83(2007)-  40 11 36.66547(N)    110 23 06.28148(W) AD(2002.00) 0
 AA3677  ELLIP H (02/10/07) 1756.202  (m)                       GP(2002.00)    
 AA3677  ELLIP H (11/14/01) 1756.209  (m)                       GP(       ) 4 2
 AA3677  NAD 83(1994)-  40 11 36.66477(N)    110 23 06.28072(W) AD(       ) B
 AA3677  ELLIP H (04/21/95) 1756.246  (m)                       GP(       ) 4 1
 AA3677
 AA3677.Superseded values are not recommended for survey control.
 AA3677
 AA3677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3677.See file dsdata.pdf to determine how the superseded data were derived.
 AA3677
 AA3677_MARKER: I = METAL ROD
 AA3677_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3677_STAMPING: FAA U69 A 1994
 AA3677_MARK LOGO: NGS
 AA3677_PROJECTION: FLUSH
 AA3677_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3677+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA3677_ROD/PIPE-DEPTH: 1.5 meters
 AA3677_SLEEVE-DEPTH  : 0.90 meters
 AA3677
 AA3677  HISTORY     - Date     Condition        Report By
 AA3677  HISTORY     - 1994     MONUMENTED       NGS
 AA3677
 AA3677                          STATION DESCRIPTION
 AA3677
 AA3677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3677'STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTH OF DUCHESNE, IN LOW
 AA3677'BRUSH AT THE CENTER OF THE WEST SIDE OF THE AIRFIELD, IN THE SOUTHWEST
 AA3677'QUADRANT OF THE JUNCTION OF THE RUNWAYS JUST NORTH OF THE APRON..
 AA3677'OWNERSHIP--CITY OF DUSCHENE, P.O. BOX 974, DUSCHENE, UT 84021. AIRPORT
 AA3677'MANAGER IS JOAN FOY.  PHONE 801-738-2464. TO REACH FROM THE JUNCTION
 AA3677'OF US HIGHWAYS 40 AND 191 IN DUCHESNE, GO EAST ON HIGHWAYS 40 AND 191
 AA3677'FOR 0.14 KM (0.10 MI) TO A PAVED CROSS STREET.  TURN LEFT, NORTH, ON
 AA3677'STATE HIGHWAY 87 FOR 3.36 KM (2.10 MI) TO A PAVED ROAD RIGHT.  TURN
 AA3677'RIGHT, EAST, ON ROAD 7400 SOUTH FOR 0.32 KM (0.20 MI) TO A CATTLE
 AA3677'GUARD AT AIRPORT ENTRANCE.  CONTINUE AHEAD, EAST, ON GRAVEL ROAD FOR
 AA3677'0.30 KM (0.20 MI) TO THE APRON.  TURN LEFT, NORTH, ACROSS APRON FOR
 AA3677'0.10 KM (0.05 MI) TO THE STATION. STATION MARK IS A PUNCH HOLE TOP
 AA3677'CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM
 AA3677'LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AA3677'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 70.9 M (232.6 FT) NORTH OF
 AA3677'A GAS PUMP, 61.6 M (202.1 FT) WEST OF THE CENTER OF THE RUNWAY, 27.9 M
 AA3677'(91.5 FT) EAST OF THE WINDSOCK POLE, 23.4 M (76.8 FT) NORTH OF THE
 AA3677'NORTH EDGE OF THE APRON, AND 1.0 M (3.3 FT) SOUTH OF A FIBERGLASS
 AA3677'POST. DESCRIBED BY D.G. AUG
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AB5690 ***********************************************************************
 AB5690  DESIGNATION -  FAHGARWEE
 AB5690  PID         -  AB5690
 AB5690  STATE/COUNTY-  UT/UINTAH
 AB5690  COUNTRY     -  US
 AB5690  USGS QUAD   -  ICE CAVE PEAK (2017)
 AB5690
 AB5690                         *CURRENT SURVEY CONTROL
 AB5690  ______________________________________________________________________
 AB5690* NAD 83(1994) POSITION- 40 30 27.03592(N) 109 52 53.99163(W)   ADJUSTED
 AB5690* NAVD 88 ORTHO HEIGHT -  1967.3   (meters)     6454.    (feet) VERTCON3
 AB5690  ______________________________________________________________________
 AB5690  GEOID HEIGHT    -        -15.736 (meters)                     GEOID18
 AB5690  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 AB5690  HORZ ORDER      -  THIRD
 AB5690
 AB5690.The horizontal coordinates were established by classical geodetic methods
 AB5690.and adjusted by the National Geodetic Survey in November 1997.
 AB5690
 AB5690.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB5690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB5690
 AB5690.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5690.GEOID18 height accuracy estimate available here.
 AB5690
 AB5690.Click photographs - Photos may exist for this station.
 AB5690
 AB5690.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB5690
 AB5690. The following values were computed from the NAD 83(1994) position.
 AB5690
 AB5690;                    North         East     Units Scale Factor Converg.
 AB5690;SPC UT C     - 2,242,621.822   637,155.476   MT  0.99996766   +1 02 12.0
 AB5690;SPC UT C     - 7,357,668.43  2,090,400.92   sFT  0.99996766   +1 02 12.0
 AB5690;UTM  12      - 4,484,689.022   594,751.278   MT  0.99971051   +0 43 35.3
 AB5690
 AB5690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5690!SPC UT C     -   0.99969396  x   0.99996766  =   0.99966163
 AB5690!UTM  12      -   0.99969396  x   0.99971051  =   0.99940456
 AB5690
 AB5690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK9475184689(NAD 83)
 AB5690
 AB5690                          SUPERSEDED SURVEY CONTROL
 AB5690
 AB5690  NAD 83(1993)-  40 30 27.03532(N)    109 52 53.99223(W) AD(       ) 3
 AB5690  NAD 83(1986)-  40 30 27.01540(N)    109 52 53.97868(W) AD(       ) 3
 AB5690  NGVD 29 (07/31/96) 1965.9    (m)         6450.     (f) VERT ANG       
 AB5690
 AB5690.Superseded values are not recommended for survey control.
 AB5690
 AB5690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5690.See file dsdata.pdf to determine how the superseded data were derived.
 AB5690
 AB5690_MARKER: DD = SURVEY DISK
 AB5690_SETTING: 80 = SET IN A BOULDER
 AB5690_STAMPING: FAHGARWEE 1963
 AB5690_MARK LOGO: USGS
 AB5690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5690+STABILITY: SURFACE MOTION
 AB5690
 AB5690  HISTORY     - Date     Condition        Report By
 AB5690  HISTORY     - 1963     MONUMENTED       USGS
 AB5690
 AB5690                          STATION DESCRIPTION
 AB5690
 AB5690'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AB5690'LOCATED ABOUT 2.5 MI. E. OF, AND 2.6 MI. N. OF THE VILLAGE OF
 AB5690'WHITEROCKS, AT THE HIGH POINT OF THE E. TOP OF A CEDAR-COVERED HILL.
 AB5690'TO REACH FROM THE VILLAGE OF WHITEROCKS, AT THE GENERAL STORE AT THE
 AB5690'S. EDGE OF TOWN, PROCEED N. ONE BLOCK, TURN RIGHT (E.) AND FOLLOW MAIN
 AB5690'GRAVEL RD. FOR 1.5 MI. TO T-RD. N., TURN LEFT (N.) AND PROCEED 4 MI.
 AB5690'ON MAIN GRADED RD. TO RD. FORK AND U.S. FOREST SERVICE SIGN (5 LITTLE
 AB5690'WATER MINE, 10 MOSBY CANYON, 20 PARADISE R.S.), AT THIS POINT TURN
 AB5690'RIGHT (E.) AND FOLLOW MAIN TRAVELED RD. FOR 2.4 MI. TO TRACK RD. S.,
 AB5690'TURN RIGHT AND GO 0.6 MI. TO Y-RD. FORK, BEAR LEFT (S.) FOR 0.1 MI. TO
 AB5690'END OF RD. AND TRUCK TRAVEL.  A 10 MINUTE PACK SSW. TO STATION.
 AB5690'STATION MARK--A STANDARD TABLET STAMPED---FAHGARWEE 1963---, SET IN
 AB5690'BOULDER FLUSH WITH GROUND.
 AB5690'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED---FAHGARWEE NO 1
 AB5690'1963---, SET IN A BOULDER 16.82 FT. FROM STATION MARK, 58 DEGREES 29
 AB5690'MINUTES EAST, AND LEVEL.
 AB5690'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED---FAHGARWEE NO 2
 AB5690'1963---, SET IN BOULDER 34.82 FT. FROM STATION MARK 149 DEGREES 38
 AB5690'MINUTES NE, AND LEVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5804 ***********************************************************************
 AI5804  CBN         -  This is a Cooperative Base Network Control Station.
 AI5804  DESIGNATION -  FAIRFIELD
 AI5804  PID         -  AI5804
 AI5804  STATE/COUNTY-  UT/TOOELE
 AI5804  COUNTRY     -  US
 AI5804  USGS QUAD   -  FIVEMILE PASS (2017)
 AI5804
 AI5804                         *CURRENT SURVEY CONTROL
 AI5804  ______________________________________________________________________
 AI5804* NAD 83(2011) POSITION- 40 13 45.41938(N) 112 10 44.40629(W)   ADJUSTED
 AI5804* NAD 83(2011) ELLIP HT-  1611.385 (meters)        (06/27/12)   ADJUSTED
 AI5804* NAD 83(2011) EPOCH   -  2010.00
 AI5804* NAVD 88 ORTHO HEIGHT -  1628.9   (meters)     5344.    (feet) GPS OBS
 AI5804  ______________________________________________________________________
 AI5804  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5804  GEOID HEIGHT    -        -17.476 (meters)                     GEOID09
 AI5804  GEOID HEIGHT    -        -17.454 (meters)                     GEOID18
 AI5804  NAD 83(2011) X  - -1,841,276.189 (meters)                     COMP
 AI5804  NAD 83(2011) Y  - -4,516,640.560 (meters)                     COMP
 AI5804  NAD 83(2011) Z  -  4,098,496.117 (meters)                     COMP
 AI5804  LAPLACE CORR    -          2.70  (seconds)                    DEFLEC18
 AI5804
 AI5804  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5804  Standards:
 AI5804         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5804            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5804  -------------------------------------------------------------------
 AI5804  NETWORK    0.69   1.53           0.31   0.25   0.78     -0.10119755
 AI5804  -------------------------------------------------------------------
 AI5804  Click here for local accuracies and other accuracy information.
 AI5804
 AI5804.The horizontal coordinates were established by GPS observations
 AI5804.and adjusted by the National Geodetic Survey in June 2012.
 AI5804
 AI5804.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5804.been affixed to the stable North American tectonic plate. See 
 AI5804.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5804
 AI5804.The horizontal coordinates are valid at the epoch date displayed above
 AI5804.which is a decimal equivalence of Year/Month/Day.
 AI5804
 AI5804.The orthometric height was determined by GPS observations and a
 AI5804.high-resolution geoid model.
 AI5804
 AI5804.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5804.GEOID18 height accuracy estimate available here.
 AI5804
 AI5804.Click photographs - Photos may exist for this station.
 AI5804
 AI5804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5804
 AI5804.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5804
 AI5804.The ellipsoidal height was determined by GPS observations
 AI5804.and is referenced to NAD 83.
 AI5804
 AI5804. The following values were computed from the NAD 83(2011) position.
 AI5804
 AI5804;                    North         East     Units Scale Factor Converg.
 AI5804;SPC UT C     - 2,210,707.291   442,216.855   MT  0.99992245   -0 26 05.8
 AI5804;SPC UT C     - 7,252,962.17  1,450,839.80   sFT  0.99992245   -0 26 05.8
 AI5804;UTM  12      - 4,453,872.472   399,696.986   MT  0.99972385   -0 45 41.5
 AI5804
 AI5804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5804!SPC UT C     -   0.99974728  x   0.99992245  =   0.99966975
 AI5804!UTM  12      -   0.99974728  x   0.99972385  =   0.99947120
 AI5804
 AI5804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK9969653872(NAD 83)
 AI5804
 AI5804                          SUPERSEDED SURVEY CONTROL
 AI5804
 AI5804  NAD 83(2007)-  40 13 45.41905(N)    112 10 44.40668(W) AD(2002.00) 0
 AI5804  ELLIP H (02/10/07) 1611.398  (m)                       GP(2002.00)    
 AI5804  NAD 83(1994)-  40 13 45.41852(N)    112 10 44.40599(W) AD(       ) A
 AI5804  ELLIP H (06/28/00) 1611.412  (m)                       GP(       ) 4 1
 AI5804  NAVD 88 (06/28/00) 1628.9    (m)  GEOID99  model used  GPS OBS        
 AI5804
 AI5804.Superseded values are not recommended for survey control.
 AI5804
 AI5804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5804.See file dsdata.pdf to determine how the superseded data were derived.
 AI5804
 AI5804_MARKER: P = PIPE CAP
 AI5804_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI5804_STAMPING: FAIRFIELD 1999
 AI5804_MARK LOGO: UT-049
 AI5804_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5804+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5804
 AI5804  HISTORY     - Date     Condition        Report By
 AI5804  HISTORY     - 1999     MONUMENTED       UT-049
 AI5804  HISTORY     - 20230219 MARK NOT FOUND   INDIV
 AI5804
 AI5804                          STATION DESCRIPTION
 AI5804
 AI5804'DESCRIBED BY UTAH COUNTY UTAH 1999 (BP)
 AI5804'THE STATION IS LOCATED ABOUT 44.3 KM (27.50 MI) WEST OF PROVO, 35.4 KM
 AI5804'(22.00 MI) SOUTH-SOUTHEAST OF TOOELE, 8.0 KM (4.95 MI) WEST-SOUTHWEST
 AI5804'OF FAIRFIELD AND NEAR THE UTAH/TOOELE COUNTY LINE.  OWNERSHIP--BLM. TO
 AI5804'REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 AND STATE HIGHWAY 73,
 AI5804'EXIT 282, GO WEST ON HIGHWAY 73 FOR 7.1 KM (4.40 MI) TO THE JUNCTION
 AI5804'OF STATE HIGHWAY 68.  CONTINUE WEST, SOUTHWEST AND SOUTH ON HIGHWAY 73
 AI5804'FOR 17.62 KM (10.95 MI) TO THE INTERSECTION OF EAST 100 STREET NORTH
 AI5804'IN CEDAR FORT.  CONTINUE SOUTH ON HIGHWAY 73 FOR 7.64 KM (4.75 MI) TO
 AI5804'A SIDE ROAD LEFT, 1500 NORTH, LEADING TO FAIRFIELD. CONTINUE SOUTHWEST
 AI5804'ON HIGHWAY 73 FOR 7.7 KM (4.80 MI) TO A DIRT ROAD LEFT JUST PAST THE
 AI5804'UTAH/TOOELE COUNTY LINE.  TURN LEFT AND GO SOUTH ON THE DIRT ROAD,
 AI5804'PASSING TO THE WEST OF A CAMPGROUND, FOR 0.24 KM (0.15 MI) TO THE
 AI5804'STATION ON THE RIGHT IN SAGEBRUSH.  THE STATION IS A BRASS CAP ON A
 AI5804'GALVANIZED PIPE SET IN CONCRETE AND FLUSH WITH THE GROUND.  IT IS
 AI5804'213.4 M (700.1 FT) SOUTH OF HIGHWAY 73 AND 30.5 M (100.1 FT) WEST OF
 AI5804'THE DIRT ROAD.
 AI5804
 AI5804                          STATION RECOVERY (2023)
 AI5804
 AI5804'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (JB)
 AI5804'UNABLE TO LOCATED BENCH MARK.  HIGH OFF ROAD TRAFFIC IN THIS AREA.
 AI5804'POSSIBLE IT HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0378 ***********************************************************************
 KN0378  DESIGNATION -  FAIRVIEW
 KN0378  PID         -  KN0378
 KN0378  STATE/COUNTY-  UT/SANPETE
 KN0378  COUNTRY     -  US
 KN0378  USGS QUAD   -  FAIRVIEW (2017)
 KN0378
 KN0378                         *CURRENT SURVEY CONTROL
 KN0378  ______________________________________________________________________
 KN0378* NAD 83(1994) POSITION- 39 39 20.34637(N) 111 24 27.41216(W)   ADJUSTED
 KN0378* NAVD 88 ORTHO HEIGHT -  2132.    (meters)     6995.    (feet) SCALED
 KN0378  ______________________________________________________________________
 KN0378  GEOID HEIGHT    -        -16.585 (meters)                     GEOID18
 KN0378  LAPLACE CORR    -         18.21  (seconds)                    DEFLEC18
 KN0378  HORZ ORDER      -  SECOND
 KN0378
 KN0378.The horizontal coordinates were established by classical geodetic methods
 KN0378.and adjusted by the National Geodetic Survey in November 1997.
 KN0378
 KN0378.The orthometric height was scaled from a topographic map.
 KN0378
 KN0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0378.GEOID18 height accuracy estimate available here.
 KN0378
 KN0378.Click photographs - Photos may exist for this station.
 KN0378
 KN0378.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0378
 KN0378. The following values were computed from the NAD 83(1994) position.
 KN0378
 KN0378;                    North         East     Units Scale Factor Converg.
 KN0378;SPC UT C     - 2,146,805.807   507,927.875   MT  0.99990369   +0 03 33.0
 KN0378;SPC UT C     - 7,043,312.05  1,666,426.70   sFT  0.99990369   +0 03 33.0
 KN0378;UTM  12      - 4,389,618.451   465,031.952   MT  0.99961505   -0 15 36.5
 KN0378
 KN0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0378!SPC UT C     -   0.99966820  x   0.99990369  =   0.99957192
 KN0378!UTM  12      -   0.99966820  x   0.99961505  =   0.99928338
 KN0378
 KN0378:                Primary Azimuth Mark                     Grid Az
 KN0378:SPC UT C     -  FAIRVIEW AZ MK                           120 32 22.9
 KN0378:UTM  12      -  FAIRVIEW AZ MK                           120 51 32.4
 KN0378
 KN0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ6503189618(NAD 83)
 KN0378
 KN0378|---------------------------------------------------------------------|
 KN0378| PID    Reference Object                     Distance      Geod. Az  |
 KN0378|                                                           dddmmss.s |
 KN0378| CM5564 FAIRVIEW RM 1                        16.979 METERS 05506     |
 KN0378| CM5563 FAIRVIEW AZ MK                                     1203555.9 |
 KN0378| KN0428 SUGAR FACTORY NR MORONI HI STK      APPROX.22.8 KM 2210815.1 |
 KN0378| CM5565 FAIRVIEW RM 2                        22.934 METERS 32759     |
 KN0378|---------------------------------------------------------------------|
 KN0378
 KN0378                          SUPERSEDED SURVEY CONTROL
 KN0378
 KN0378  NAD 83(1993)-  39 39 20.33621(N)    111 24 27.40923(W) AD(       ) 2
 KN0378  NAD 83(1986)-  39 39 20.33411(N)    111 24 27.40740(W) AD(       ) 2
 KN0378  NAD 27      -  39 39 20.47300(N)    111 24 24.72900(W) AD(       ) 2
 KN0378
 KN0378.Superseded values are not recommended for survey control.
 KN0378
 KN0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0378.See file dsdata.pdf to determine how the superseded data were derived.
 KN0378
 KN0378_MARKER: DS = TRIANGULATION STATION DISK
 KN0378_SETTING: 80 = SET IN A BOULDER
 KN0378_STAMPING: FAIRVIEW 1938
 KN0378_MARK LOGO: CGS
 KN0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0378+STABILITY: SURFACE MOTION
 KN0378
 KN0378  HISTORY     - Date     Condition        Report By
 KN0378  HISTORY     - 1938     MONUMENTED       CGS
 KN0378  HISTORY     - 1950     GOOD             USGS
 KN0378
 KN0378                          STATION DESCRIPTION
 KN0378
 KN0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0378'ABOUT 2-1/2 MILES NE OF FAIRVIEW ON A LOW BRUSH (OAK AND SMALL
 KN0378'CEDARS) COVERED KNOB ON A RIDGE WHICH IS ON W SLOPE OF PINECROWN
 KN0378'PEAK.
 KN0378'
 KN0378'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 KN0378'IN BOULDERS.
 KN0378'
 KN0378'STATION IS REACHED FROM FAIRVIEW AS FOLLOWS--FROM POST OFFICE
 KN0378'GO N ON U.S. HIGHWAY 89 0.4 MILE TO A POINT WHERE U.S. 89 CURVES
 KN0378'L, CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD 0.1 MILE TO UTAH
 KN0378'STATE HIGHWAY 31.  THENCE TURN R, E, AND GO 1.5 MILES TO A
 KN0378'NARROW LANE (NEAR A BRICK HOUSE WITH TALL POPLAR TREE IN FRONT).
 KN0378'TURN L, N, AND FOLLOW LANE 0.6 MILE TO A WIRE GATE AT END OF
 KN0378'LANE, AND END OF TRUCK TRAVEL.  STATION CANNOT BE SEEN FROM
 KN0378'THIS POINT, BUT LIES ABOUT ENE 1/2 MILE.  FROM THIS POINT PACK
 KN0378'EAST ALONG A NARROW LANE ABOUT 200 YARDS TO LANE END AT FOOT
 KN0378'OF A SLOPE.  THENCE FOLLOW NE ALONG A GAME TRAIL UP SLOPE TO
 KN0378'A N AND S WIRE FENCE, THEN PACK E ABOUT 250 YARDS TO TOP OF
 KN0378'KNOLL AND STATION.
 KN0378'
 KN0378'STATION IS A STANDARD DISK TRIANGULATION STATION MARK SET IN
 KN0378'A BOULDER FLUSH WITH GROUND SURFACE AND NEAR NORTH EDGE OF A
 KN0378'SMALL CLEARING.  IT IS ON A GENTLE S SLOPE.
 KN0378'
 KN0378'REFERENCE MARK NO. 1 IS SET IN A BURIED BOULDER ABOUT 6 INCHES
 KN0378'ABOVE GROUND SURFACE.  REFERENCE MARK NO. 2 IS SET IN A BURIED
 KN0378'BOULDER ABOUT 1 FOOT BY 2 FEET RECTILINEAR SHAPED AND PROJECTING
 KN0378'ABOUT 6 INCHES ABOVE GROUND SURFACE.
 KN0378'
 KN0378'NOTE--AZIMUTH IS A STANDARD DISK AZIMUTH MARK SET IN A BURIED
 KN0378'BOULDER ABOUT 2 FEET IN DIAMETER AND ABOUT 6 INCHES ABOVE
 KN0378'GROUND SURFACE AND ABOUT SAME ELEVATION AS STATION.  IT IS
 KN0378'ABOUT 1/3 MILE SE NEAR CENTER OF A SMALL CLEARING.
 KN0378'
 KN0378'STACK OBSERVED AS A CUT IS SITUATED AT A SUGAR FACTORY ABOUT
 KN0378'2-1/2 MILES S OF MORONI AND ABOUT 14 MILES SW OF STATION.  IT
 KN0378'WAS APPARENTLY 150 FEET IN HEIGHT AND ABOUT 15 FEET IN DIAMETER
 KN0378'AT TOP.  OBSERVATIONS WERE TAKEN ON TOP.
 KN0378
 KN0378                          STATION RECOVERY (1950)
 KN0378
 KN0378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 KN0378'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5805 ***********************************************************************
 AI5805  HT_MOD      -  This is a Height Modernization Survey Station.
 AI5805  CBN         -  This is a Cooperative Base Network Control Station.
 AI5805  DESIGNATION -  FALCON
 AI5805  PID         -  AI5805
 AI5805  STATE/COUNTY-  UT/WEBER
 AI5805  COUNTRY     -  US
 AI5805  USGS QUAD   -  DURST MOUNTAIN (2017)
 AI5805
 AI5805                         *CURRENT SURVEY CONTROL
 AI5805  ______________________________________________________________________
 AI5805* NAD 83(2011) POSITION- 41 13 26.45558(N) 111 44 18.09579(W)   ADJUSTED
 AI5805* NAD 83(2011) ELLIP HT-  1713.348 (meters)        (06/27/12)   ADJUSTED
 AI5805* NAD 83(2011) EPOCH   -  2010.00
 AI5805* NAVD 88 ORTHO HEIGHT -  1729.24  (meters)     5673.3   (feet) GPS OBS
 AI5805  ______________________________________________________________________
 AI5805  GEOID HEIGHT    -        -15.889 (meters)                     GEOID18
 AI5805  NAD 83(2011) X  - -1,779,814.888 (meters)                     COMP
 AI5805  NAD 83(2011) Y  - -4,463,775.867 (meters)                     COMP
 AI5805  NAD 83(2011) Z  -  4,182,296.222 (meters)                     COMP
 AI5805  LAPLACE CORR    -          3.22  (seconds)                    DEFLEC18
 AI5805
 AI5805  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5805  Standards:
 AI5805         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5805            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5805  -------------------------------------------------------------------
 AI5805  NETWORK    0.21   0.47           0.09   0.08   0.24     -0.01646901
 AI5805  -------------------------------------------------------------------
 AI5805  Click here for local accuracies and other accuracy information.
 AI5805
 AI5805.The horizontal coordinates were established by GPS observations
 AI5805.and adjusted by the National Geodetic Survey in June 2012.
 AI5805
 AI5805.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5805.been affixed to the stable North American tectonic plate. See 
 AI5805.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5805
 AI5805.The horizontal coordinates are valid at the epoch date displayed above
 AI5805.which is a decimal equivalence of Year/Month/Day.
 AI5805
 AI5805.The orthometric height was determined by GPS observations and a
 AI5805.high-resolution geoid model using precise GPS observation and
 AI5805.processing techniques.
 AI5805
 AI5805.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5805.GEOID18 height accuracy estimate available here.
 AI5805
 AI5805.Click photographs - Photos may exist for this station.
 AI5805
 AI5805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5805
 AI5805.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5805
 AI5805.The ellipsoidal height was determined by GPS observations
 AI5805.and is referenced to NAD 83.
 AI5805
 AI5805. The following values were computed from the NAD 83(2011) position.
 AI5805
 AI5805;                    North         East     Units Scale Factor Converg.
 AI5805;SPC UT N     - 1,098,937.386   480,014.481   MT  0.99995695   -0 09 25.8
 AI5805;SPC UT N     - 3,605,430.41  1,574,847.51   sFT  0.99995695   -0 09 25.8
 AI5805;UTM  12      - 4,563,888.179   438,113.291   MT  0.99964713   -0 29 11.8
 AI5805
 AI5805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5805!SPC UT N     -   0.99973132  x   0.99995695  =   0.99968828
 AI5805!UTM  12      -   0.99973132  x   0.99964713  =   0.99937855
 AI5805
 AI5805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3811363888(NAD 83)
 AI5805
 AI5805                          SUPERSEDED SURVEY CONTROL
 AI5805
 AI5805  NAD 83(2007)-  41 13 26.45525(N)    111 44 18.09672(W) AD(2002.00) 0
 AI5805  ELLIP H (02/10/07) 1713.361  (m)                       GP(2002.00)    
 AI5805  NAD 83(1994)-  41 13 26.45474(N)    111 44 18.09623(W) AD(       ) A
 AI5805  ELLIP H (06/28/00) 1713.382  (m)                       GP(       ) 4 1
 AI5805  NAVD 88 (01/04/12) 1729.3    (m)  GEOID09  model used  GPS OBS        
 AI5805  NAVD 88 (06/28/00) 1729.3    (m)  GEOID99  model used  GPS OBS        
 AI5805
 AI5805.Superseded values are not recommended for survey control.
 AI5805
 AI5805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5805.See file dsdata.pdf to determine how the superseded data were derived.
 AI5805
 AI5805_MARKER: DD = SURVEY DISK
 AI5805_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI5805_SP_SET: CONCRETE WATER TANK, BURIED
 AI5805_STAMPING: FALCON 1999
 AI5805_MARK LOGO: UT-057
 AI5805_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5805+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2015
 AI5805
 AI5805  HISTORY     - Date     Condition        Report By
 AI5805  HISTORY     - 1999     MONUMENTED       UT-057
 AI5805  HISTORY     - 20150617 GOOD             UT-057
 AI5805
 AI5805                          STATION DESCRIPTION
 AI5805
 AI5805'DESCRIBED BY WEBER COUNTY UTAH 1999 (EDR)
 AI5805'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 28 T6N R2E,
 AI5805'SALT LAKE BASE AND MERIDIAN, ABOUT 64.9 KM (40.30 MI) WEST OF
 AI5805'EVANSTON, WY, 36.2 KM (22.50 MI) SOUTH-SOUTHEAST OF BRIGHAM CITY, 18.8
 AI5805'KM (11.70 MI) EAST OF OGDEN AND 4.8 KM (3.00 MI) SOUTH-SOUTHEAST OF
 AI5805'HUNTSVILLE.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AI5805'39 AND 166 ON THE EAST SIDE OF HUNTSVILLE, GO SOUTH ON HIGHWAY 39 FOR
 AI5805'0.8 KM (0.50 MI) TO A CROSSROAD.  TURN LEFT AND GO EAST ON EAST 500
 AI5805'SOUTH STREET FOR 3.2 KM (2.00 MI) TO THE INTERSECTION WITH 9500 EAST
 AI5805'STREET.  TURN RIGHT AND GO SOUTH ON 9500 EAST STREET FOR 1.1 KM (0.70
 AI5805'MI) TO THE INTERSECTION WITH 1200 SOUTH STREET.  TURN RIGHT AND GO
 AI5805'WEST FOR 0.25 KM (0.15 MI) TO THE INTERSECTION WITH 9400 EAST STREET.
 AI5805'TURN LEFT AND GO SOUTH ON 9400 EAST STREET FOR 0.25 KM (0.15 MI) TO
 AI5805'THE INTERSECTION WITH 1300 SOUTH STREET.  TURN RIGHT AND GO WEST ON
 AI5805'1300 SOUTH STREET FOR 0.8 KM (0.50 MI) TO THE INTERSECTION WITH 8900
 AI5805'EAST STREET.  TURN LEFT AND GO SOUTH ON 8900 EAST STREET FOR 0.8 KM
 AI5805'(0.50 MI) TO THE INTERSECTION WITH 1800 SOUTH STREET.  CONTINUE AHEAD
 AI5805'AND GO UP HILL FOR 0.15 KM (0.10 MI) TO A FORK IN THE ROAD.  BEAR
 AI5805'RIGHT AND GO WEST AND SOUTH FOR 1.3 KM (0.80 MI) TO AN ASPHALT
 AI5805'CUL-DE-SAC.  PROCEED ON A DIRT ROAD TO THE WESTERLY AND SOUTHERLY FOR
 AI5805'0.5 KM (0.30 MI) TO A BURIED CONCRETE WATER TANK ON A HIGH HILL AND
 AI5805'THE STATION IN THE TOP OF THE TANK.  IT IS 9.7 M (31.8 FT) NORTHEAST
 AI5805'OF A 15 CM (6 IN) VENT PIPE ON THE WEST SIDE OF THE WATER TANK, 1.87 M
 AI5805'(6.14 FT) NORTHWEST OF 15 CM (6 IN) VENT PIPE IN THE EAST SIDE OF THE
 AI5805'WATER TANK, 1.87 M (6.14 FT) NORTHWEST OF THE NORTHEAST CORNER OF AN
 AI5805'ACCESS DOOR TO THE TANK AND 0.8 M (2.6 FT) NORTH OF THE NORTHWEST
 AI5805'CORNER OF THE ACCESS DOOR.
 AI5805
 AI5805                          STATION RECOVERY (2015)
 AI5805
 AI5805'RECOVERY NOTE BY WEBER COUNTY UTAH 2015 (DJM)
 AI5805'RECOVERED AS DESCRIBED. MARK IS NOW BEHIND TWO LOCKED GATES. THE FIRST
 AI5805'IS AT THE ENTRANCE TO THE FALCONS CREST SUBDIVISION, 8900 E 1800 S,
 AI5805'HUNTSVILLE, UT. THE SECOND GATE IS AT 2313 W RIDGE ROAD, HUNTSVILLE.
 AI5805'TO GET ACCESS TO THE MARK CONTACT BRIAN DEEHEART, 801-557-5023.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0401 ***********************************************************************
 KO0401  DESIGNATION -  FAN
 KO0401  PID         -  KO0401
 KO0401  STATE/COUNTY-  UT/JUAB
 KO0401  COUNTRY     -  US
 KO0401  USGS QUAD   -  MILLS (2017)
 KO0401
 KO0401                         *CURRENT SURVEY CONTROL
 KO0401  ______________________________________________________________________
 KO0401* NAD 83(1994) POSITION- 39 23 04.80155(N) 112 07 07.45824(W)   ADJUSTED
 KO0401* NAVD 88 ORTHO HEIGHT -  1600.2   (meters)     5250.    (feet) VERTCON3
 KO0401  ______________________________________________________________________
 KO0401  GEOID HEIGHT    -        -18.175 (meters)                     GEOID18
 KO0401  LAPLACE CORR    -         -3.87  (seconds)                    DEFLEC18
 KO0401  HORZ ORDER      -  SECOND
 KO0401
 KO0401.The horizontal coordinates were established by classical geodetic methods
 KO0401.and adjusted by the National Geodetic Survey in November 1997.
 KO0401
 KO0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0401
 KO0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0401.GEOID18 height accuracy estimate available here.
 KO0401
 KO0401.Click photographs - Photos may exist for this station.
 KO0401
 KO0401.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0401
 KO0401. The following values were computed from the NAD 83(1994) position.
 KO0401
 KO0401;                    North         East     Units Scale Factor Converg.
 KO0401;SPC UT C     - 2,116,902.456   446,696.529   MT  0.99992951   -0 23 46.9
 KO0401;SPC UT C     - 6,945,204.14  1,465,536.86   sFT  0.99992951   -0 23 46.9
 KO0401;UTM  12      - 4,360,061.811   403,651.994   MT  0.99971429   -0 42 35.7
 KO0401
 KO0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0401!SPC UT C     -   0.99975186  x   0.99992951  =   0.99968139
 KO0401!UTM  12      -   0.99975186  x   0.99971429  =   0.99946622
 KO0401
 KO0401:                Primary Azimuth Mark                     Grid Az
 KO0401:SPC UT C     -  FAN AZ MK                                211 06 49.8
 KO0401:UTM  12      -  FAN AZ MK                                211 25 38.6
 KO0401
 KO0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ0365160061(NAD 83)
 KO0401
 KO0401|---------------------------------------------------------------------|
 KO0401| PID    Reference Object                     Distance      Geod. Az  |
 KO0401|                                                           dddmmss.s |
 KO0401| CM5567 FAN RM 1                             10.842 METERS 10256     |
 KO0401| CM5568 FAN RM 2                              9.060 METERS 19111     |
 KO0401| CM5566 FAN AZ MK                                          2104302.9 |
 KO0401|---------------------------------------------------------------------|
 KO0401
 KO0401                          SUPERSEDED SURVEY CONTROL
 KO0401
 KO0401  NAD 83(1986)-  39 23 04.79158(N)    112 07 07.45124(W) AD(       ) 2
 KO0401  NAD 27      -  39 23 04.94400(N)    112 07 04.68200(W) AD(       ) 2
 KO0401  NGVD 29 (07/19/86) 1599.0    (m)         5246.     (f) VERT ANG       
 KO0401
 KO0401.Superseded values are not recommended for survey control.
 KO0401
 KO0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0401.See file dsdata.pdf to determine how the superseded data were derived.
 KO0401
 KO0401_MARKER: DS = TRIANGULATION STATION DISK
 KO0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0401_STAMPING: FAN 1938
 KO0401_MARK LOGO: CGS
 KO0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0401+STABILITY: SURFACE MOTION
 KO0401
 KO0401  HISTORY     - Date     Condition        Report By
 KO0401  HISTORY     - 1938     MONUMENTED       CGS
 KO0401  HISTORY     - 1947     GOOD             CGS
 KO0401  HISTORY     - 1953     GOOD             CGS
 KO0401
 KO0401                          STATION DESCRIPTION
 KO0401
 KO0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KO0401'STATION IS LOCATED ABOUT 9-1/2 MILES N OF SCIPIO AND ABOUT
 KO0401'5 MILES W OF SEVIER BRIDGE RESERVOIR DAM ON A SAGE-COVERED
 KO0401'ALLUVIAL FAN AT MOUTH OF COW CANYON, WHICH LIES AT E FOOT OF
 KO0401'FOOL CREEK PEAK.
 KO0401'
 KO0401'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KO0401'BRONZE DISKS IN CONCRETE.
 KO0401'
 KO0401'STATION IS REACHED FROM SCIPIO AS FOLLOWS--FROM MAIN PART OF
 KO0401'TOWN GO N ON U.S. HIGHWAY 91 4.3 MILES TO A WELL-TRAVELED TRACK
 KO0401'ROAD FORKING ABOUT 45 DEG TO L (NNW) AT NE FENCE CORNER OF A
 KO0401'FIELD.  GO N AND W ON THIS TRACK ROAD 1.8 MILES TO END OF
 KO0401'A LANE, CONTINUE N 1.3 MILES TO A NE FENCE CORNER.  THENCE
 KO0401'CONTINUE N 1.0 MILE TO ANOTHER FENCE CORNER.  CONTINUE N ON MAIN
 KO0401'ROAD 0.7 MILE, FOLLOWING ALONG W SIDE OF A SMALL RIDGE TO
 KO0401'A DIP IN A NARROW WASH.  AND A FORK JUST BEYOND.  TAKE L FORK
 KO0401'(W) ALONG N SIDE OF WASH AND THEN ALONG N FENCE OF A FIELD
 KO0401'2.9 MILES TO A FORK (JUST BEYOND WHERE ROAD BEARS NORTHERLY
 KO0401'AWAY FROM FENCE LINE), TAKE R FORK (N) AND CONTINUE N AND
 KO0401'NE ALONG A TRACK ROAD 1.8 MILES TO END OF TRUCK TRAVEL AND
 KO0401'STATION.
 KO0401'
 KO0401'STATION IS SET ABOUT 7 FEET W OF CENTER OF TRACK ROAD TO STATION,
 KO0401'AND PROJECTS ABOUT 6 INCHES ABOVE GROUND.  REFERENCE MARK NO. 1
 KO0401'PROJECTS ABOUT 4 INCHES ABOVE GROUND SURFACE, AND REFERENCE
 KO0401'MARK NO. 2 PROJECTS ABOUT 6 INCHES ABOVE GROUND SURFACE.  BOTH
 KO0401'MARKS ARE ABOUT SAME ELEVATION AS STATION.
 KO0401'
 KO0401'AZIMUTH IS A STANDARD DISK AZIMUTH MARK SET IN AN IRREGULAR
 KO0401'MASS OF CONCRETE PROTRUDING ABOUT 8 INCHES ABOVE GROUND SURFACE.
 KO0401'IT IS ABOUT 30 FEET W OF CENTER OF TRACK ROAD LEADING TO STATION.
 KO0401'IT IS ABOUT 1/3 MILE SSW, AND IS ABOUT SAME ELEVATION AS STATION.
 KO0401'
 KO0401'HEIGHT OF LIGHT ABOVE STATION MARK - 1.6 METERS.
 KO0401
 KO0401                          STATION RECOVERY (1947)
 KO0401
 KO0401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KO0401'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 KO0401'CONDITION.  THE STATION MAY SOON BE DESTROYED DUE TO CULTIVATION
 KO0401'IN THIS AREA.  STATION NOT OCCUPIED IN 1947.
 KO0401'
 KO0401'STATION IS LOCATED ABOUT 9-1/2 MILES NORTH OF SCIPIO AND ABOUT
 KO0401'5 MILES WEST OF SEVIER BRIDGE RESERVOIR DAM ON SAGE BRUSH-COVERED
 KO0401'ALLUVIAL FAN AT MOUTH OF COW CANYON, WHICH LIES AT THE EAST FOOT
 KO0401'OF FOOL CREEK PEAK.  STATION IS SET ABOUT 7 FEET WEST OF
 KO0401'CENTER OF TRACK ROAD TO STATION AND PROJECTS ABOUT 6 INCHES.
 KO0401'MARKS ARE BRONZE DISKS.  A
 KO0401'WHITE WITNESS POST WAS SET 4-1/2 FEET NORTH-NORTHWEST OF
 KO0401'THE STATION.
 KO0401'
 KO0401'REFERENCE MARK NO. 1 IS A BRONZE DISK,
 KO0401'PROJECTS ABOUT 4 INCHES, AND IS AT ABOUT THE SAME ELEVATION AS
 KO0401'THE STATION.
 KO0401'
 KO0401'REFERENCE MARK NO. 2 IS A BRONZE DISK,
 KO0401'PROJECTS ABOUT 6 INCHES, AND IS AT ABOUT THE SAME ELEVATION
 KO0401'AS THE STATION.
 KO0401'
 KO0401'AZIMUTH MARK IS A BRONZE DISK SET IN AN IRREGULAR MASS OF
 KO0401'CONCRETE PROTRUDING ABOUT 8 INCHES ABOVE GROUND SURFACE.  IT
 KO0401'IS ABOUT 30 FEET WEST OF CENTER OF TRACK ROAD LEADING TO STATION
 KO0401'AND AT ABOUT THE SAME ELEVATION AS STATION.
 KO0401'
 KO0401'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 91 AND STATE HIGHWAY
 KO0401'28 IN THE SMALL VILLAGE OF LEVAN, BY GOING WEST AND SOUTHWEST
 KO0401'ON U.S. HIGHWAY 91 FOR 8.5 MILES TO ROAD RIGHT AT WEST END
 KO0401'OF A RESERVOIR.  LEAVE HIGHWAY, TURN RIGHT ON GRADED ROAD AND
 KO0401'GO A SHORT DISTANCE, THEN TURN RIGHT AGAIN CROSSING THE
 KO0401'RAILROAD TRACKS AND CONTINUING ON THE MAIN GRADED ROAD FOR 3.6
 KO0401'MILES TO CROSSROAD JUST AFTER PASSING A FEW FARM HOUSES ON
 KO0401'EACH SIDE OF THE ROAD.  TURN LEFT SOUTH THEN WEST AGAIN-NOT
 KO0401'CROSSING THE RAILROAD TRACKS-AND GO 0.7 MILE TO MILLS STATION
 KO0401'AND RAILROAD WATER TANK ON LEFT, SOUTH.  CONTINUE ON MAIN
 KO0401'TRAVELED ROAD AND GO 2.3 MILES TO A T ROAD INTERSECTION.  TAKE
 KO0401'THE LEFT FORK, SOUTHEAST, AND GO 0.8 MILE TO FORKS AT
 KO0401'CATTLE GUARD.  KEEP THE RIGHT FORK, SOUTH, ALONG WEST SIDE OF
 KO0401'THE FENCE LINE AND GO 0.3 MILE TO FORK.  KEEP THE LEFT FORK
 KO0401'OF THE MAIN BLADED ROAD SOUTH AND GO 0.6 MILE TO A
 KO0401'TRACK CROSSROAD.  CONTINUE SOUTH ON BLADED ROAD AND GO 1.8 MILES
 KO0401'TO A DIAGONAL CROSSROAD.  CONTINUE SOUTHWEST ON MAIN BLADED
 KO0401'ROAD AND GO 2.7 MILES TO A FENCE CORNER AND GATE, AND FORK
 KO0401'JUST AFTER PASSING THROUGH THE GATE.  GO THROUGH THE
 KO0401'GATE, THEN TAKE THE RIGHT FORK AND GO 0.2 MILE TO DIM
 KO0401'CROSSROAD.  TURN LEFT, SOUTH, ON MAIN TRAVELED ROAD AND
 KO0401'GO 1.3 MILES TO STATION ON RIGHT.
 KO0401'
 KO0401'OBSERVATIONS MADE IN 1938 AS STATION WAS NOT OCCUPIED IN 1947.
 KO0401'
 KO0401'LIGHT SHOWN FROM A 1.2 M TRIPOD.
 KO0401
 KO0401                          STATION RECOVERY (1953)
 KO0401
 KO0401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCS)
 KO0401'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  ORIGINAL
 KO0401'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 KO0401'
 KO0401'STATION IS 0.2 MILE SOUTH OF A CULTIVATED FIELD ON PROPERTY
 KO0401'OF CHESTER MEMMOTT OF SCIPIO.  IT IS ALSO ABOUT 0.9 MILE SOUTHWEST
 KO0401'OF A BUILDING USED AS A GRANERY AND OWNED BY CLAYTON WILLIAMS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0591 ***********************************************************************
 JO0591  DESIGNATION -  FARM
 JO0591  PID         -  JO0591
 JO0591  STATE/COUNTY-  UT/MILLARD
 JO0591  COUNTRY     -  US
 JO0591  USGS QUAD   -  TUNNEL SPRING (2017)
 JO0591
 JO0591                         *CURRENT SURVEY CONTROL
 JO0591  ______________________________________________________________________
 JO0591* NAD 83(1994) POSITION- 38 37 31.34271(N) 113 48 41.27157(W)   ADJUSTED
 JO0591* NAVD 88 ORTHO HEIGHT -  1969.9   (meters)     6463.    (feet) VERTCON3
 JO0591  ______________________________________________________________________
 JO0591  GEOID HEIGHT    -        -21.012 (meters)                     GEOID18
 JO0591  LAPLACE CORR    -         -9.67  (seconds)                    DEFLEC18
 JO0591  HORZ ORDER      -  THIRD
 JO0591
 JO0591.The horizontal coordinates were established by classical geodetic methods
 JO0591.and adjusted by the National Geodetic Survey in November 1997.
 JO0591
 JO0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0591
 JO0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0591.GEOID18 height accuracy estimate available here.
 JO0591
 JO0591.Click photographs - Photos may exist for this station.
 JO0591
 JO0591.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0591
 JO0591. The following values were computed from the NAD 83(1994) position.
 JO0591
 JO0591;                    North         East     Units Scale Factor Converg.
 JO0591;SPC UT C     - 2,035,024.800   298,712.924   MT  1.00011950   -1 28 50.4
 JO0591;SPC UT C     - 6,676,577.20    980,027.32   sFT  1.00011950   -1 28 50.4
 JO0591;UTM  12      - 4,278,955.227   255,249.935   MT  1.00033774   -1 45 21.1
 JO0591
 JO0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0591!SPC UT C     -   0.99969431  x   1.00011950  =   0.99981377
 JO0591!UTM  12      -   0.99969431  x   1.00033774  =   1.00003194
 JO0591
 JO0591:                Primary Azimuth Mark                     Grid Az
 JO0591:SPC UT C     -  DESERT                                   017 34 44.2
 JO0591:UTM  12      -  DESERT                                   017 51 14.9
 JO0591
 JO0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH5524978955(NAD 83)
 JO0591
 JO0591|---------------------------------------------------------------------|
 JO0591| PID    Reference Object                     Distance      Geod. Az  |
 JO0591|                                                           dddmmss.s |
 JO0591| JO0597 DESERT                              APPROX.14.7 KM 0160553.8 |
 JO0591|---------------------------------------------------------------------|
 JO0591
 JO0591                          SUPERSEDED SURVEY CONTROL
 JO0591
 JO0591  NAD 83(1986)-  38 37 31.33778(N)    113 48 41.26931(W) AD(       ) 3
 JO0591  NAD 27      -  38 37 31.49721(N)    113 48 38.34295(W) AD(       ) 3
 JO0591  NGVD 29 (07/19/86) 1968.7    (m)         6459.     (f) VERT ANG       
 JO0591
 JO0591.Superseded values are not recommended for survey control.
 JO0591
 JO0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0591.See file dsdata.pdf to determine how the superseded data were derived.
 JO0591
 JO0591_MARKER: DD = SURVEY DISK
 JO0591_SETTING: 66 = SET IN ROCK OUTCROP
 JO0591_STAMPING: FARM 1958
 JO0591_MARK LOGO: USGS
 JO0591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0591+STABILITY: POSITION/ELEVATION WELL
 JO0591
 JO0591  HISTORY     - Date     Condition        Report By
 JO0591  HISTORY     - 1958     MONUMENTED       USGS
 JO0591  HISTORY     - 1971     GOOD             USGS
 JO0591
 JO0591                          STATION DESCRIPTION
 JO0591
 JO0591'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0591'LOCATED ABOUT 45.8 MI. W. OF MILFORD, 24.0 MI. SE. OF GARRISON, 4.0
 JO0591'MI. FROM THE HEADQUARTERS OF THE USFS DESERT EXPERIMENTAL FARM.
 JO0591'
 JO0591'TO REACH FROM MILFORD POST OFFICE, DRIVE N. AND W. FOR 49.9 MI. TO RD.
 JO0591'FORKS RIGHT (N.) (17.9 MI. W. OF SUMMIT OF WAH WAH MOUNTAINS), TURN
 JO0591'RIGHT FOR 0.7 MI. TO RD. FORKS, TURN LEFT 0.9 MI. TO VERY FAINT TRACK
 JO0591'RD., TURN RIGHT AND TRAVEL CROSS-COUNTRY ON TRACK RD. IN CANYON FOR
 JO0591'0.5 MI. AND END TRUCK TRAVEL.  PACK S. AND E. UP RIDGE TO TOP AND
 JO0591'STATION.  A 10 MINUTE PACK.
 JO0591'
 JO0591'STATION MARK--STANDARD USGS TABLET, STAMPED ---FARM 1958---, CEMENTED
 JO0591'IN ROCK OUTCROP.
 JO0591'
 JO0591'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET, STAMPED
 JO0591'---NO 1 1958---, CEMENTED IN ROCK OUTCROP.  (NOT FOUND)
 JO0591'
 JO0591'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET, STAMPED
 JO0591'---NO 2 1958---, CEMENTED IN ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1090 ***********************************************************************
 LO1090  DESIGNATION -  FARM CREEK PASS
 LO1090  PID         -  LO1090
 LO1090  STATE/COUNTY-  UT/DUCHESNE
 LO1090  COUNTRY     -  US
 LO1090  USGS QUAD   -  FARM CREEK PEAK (2017)
 LO1090
 LO1090                         *CURRENT SURVEY CONTROL
 LO1090  ______________________________________________________________________
 LO1090* NAD 83(1994) POSITION- 40 27 29.16043(N) 110 38 11.11867(W)   ADJUSTED
 LO1090* NAVD 88 ORTHO HEIGHT -  3181.4   (meters)    10438.    (feet) VERTCON3
 LO1090  ______________________________________________________________________
 LO1090  GEOID HEIGHT    -        -14.450 (meters)                     GEOID18
 LO1090  LAPLACE CORR    -        -11.42  (seconds)                    DEFLEC18
 LO1090  HORZ ORDER      -  FIRST
 LO1090
 LO1090.The horizontal coordinates were established by classical geodetic methods
 LO1090.and adjusted by the National Geodetic Survey in November 1997.
 LO1090
 LO1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1090
 LO1090.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1090.GEOID18 height accuracy estimate available here.
 LO1090
 LO1090.Click photographs - Photos may exist for this station.
 LO1090
 LO1090.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1090
 LO1090. The following values were computed from the NAD 83(1994) position.
 LO1090
 LO1090;                    North         East     Units Scale Factor Converg.
 LO1090;SPC UT C     - 2,236,248.121   573,244.891   MT  0.99995790   +0 33 11.5
 LO1090;SPC UT C     - 7,336,757.38  1,880,720.95   sFT  0.99995790   +0 33 11.5
 LO1090;UTM  12      - 4,478,667.335   530,826.570   MT  0.99961170   +0 14 09.3
 LO1090
 LO1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1090!SPC UT C     -   0.99950345  x   0.99995790  =   0.99946137
 LO1090!UTM  12      -   0.99950345  x   0.99961170  =   0.99911534
 LO1090
 LO1090:                Primary Azimuth Mark                     Grid Az
 LO1090:SPC UT C     -  RED                                      259 35 59.9
 LO1090:UTM  12      -  RED                                      259 55 02.1
 LO1090
 LO1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK3082678667(NAD 83)
 LO1090
 LO1090|---------------------------------------------------------------------|
 LO1090| PID    Reference Object                     Distance      Geod. Az  |
 LO1090|                                                           dddmmss.s |
 LO1090| CP5341 FARM CREEK PASS AZ MK                              1640950.3 |
 LO1090| CP5343 FARM CREEK PASS RM 1                  9.042 METERS 24914     |
 LO1090| LO0731 RED                                 APPROX.32.0 KM 2600911.4 |
 LO1090| CP5344 FARM CREEK PASS RM 2                  8.549 METERS 33540     |
 LO1090|---------------------------------------------------------------------|
 LO1090
 LO1090                          SUPERSEDED SURVEY CONTROL
 LO1090
 LO1090  NAD 83(1993)-  40 27 29.15997(N)    110 38 11.11816(W) AD(       ) 1
 LO1090  NAD 83(1986)-  40 27 29.14365(N)    110 38 11.10833(W) AD(       ) 1
 LO1090  NAD 27      -  40 27 29.33080(N)    110 38 08.52730(W) AD(       ) 1
 LO1090  NGVD 29 (07/19/86) 3179.8    (m)        10432.     (f) VERT ANG       
 LO1090
 LO1090.Superseded values are not recommended for survey control.
 LO1090
 LO1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1090.See file dsdata.pdf to determine how the superseded data were derived.
 LO1090
 LO1090_MARKER: DS = TRIANGULATION STATION DISK
 LO1090_SETTING: 80 = SET IN A BOULDER
 LO1090_STAMPING: FARM CREEK PASS 1936
 LO1090_MARK LOGO: CGS
 LO1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1090+STABILITY: SURFACE MOTION
 LO1090
 LO1090  HISTORY     - Date     Condition        Report By
 LO1090  HISTORY     - 1936     MONUMENTED       CGS
 LO1090  HISTORY     - 1946     GOOD             CGS
 LO1090  HISTORY     - 1962     GOOD             CGS
 LO1090  HISTORY     - 1966     GOOD             USGS
 LO1090
 LO1090                          STATION DESCRIPTION
 LO1090
 LO1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 LO1090'ON UINTAH-OURAY INDIAN RESERVATION, 4 MILES EAST AND 6 MILES
 LO1090'NORTH OF TABIONA, ON DIVIDE BETWEEN ROCK CREEK AND FARM CREEK,
 LO1090'AT HEAD OF FIRST GULCH NORTH OF DICK HOLLOW, ON HIGHEST POINT
 LO1090'OF SMALL BARE ROCKY NORTH-AND-SOUTH RIDGE, WHICH IS NARROW
 LO1090'AND HAS TIMBER AT NORTH END.  FROM SOUTH AND WEST THIS RIDGE
 LO1090'APPEARS AS MIDDLE ONE OF THREE HUMPS OF STATION MOUNTAIN.  TO
 LO1090'REACH FROM TABIONA--FOLLOW MAIN ROAD NORTH AND WEST 4.1 MILES
 LO1090'TO SHARP LEFT TURN WITH DIRT ROAD LEADING OFF TO RIGHT (EAST).
 LO1090'TURN RIGHT ONTO DIRT ROAD (FARM CREEK PASS ROAD) AND FOLLOW
 LO1090'TO SUMMIT OF PASS.  FROM SUMMIT, STATION IS HIDDEN FROM VIEW
 LO1090'BY SHARP PEAK TO NORTH (LEFT) OF PASS.  CONTINUE OVER
 LO1090'SUMMIT 0.15 MILE TO WHERE TRACK ROAD LEADS LEFT AND MAIN
 LO1090'ROAD SWINGS TO RIGHT, GOING DOWN PAST RANGERS CABIN TO ROCK
 LO1090'CREEK.  TAKE LEFT FORK (TRACK ROAD) AND DRIVE UP GULCH
 LO1090'NORTH 0.3 MILE TO APPROXIMATE END OF TRUCK TRAVEL.  GOOD
 LO1090'CAMP GROUND HERE.  COVERED SPRING OF GOOD WATER IS FEW YARDS
 LO1090'SOUTHEAST OF SMALL CORRAL.  TRUCK CAN BE DRIVEN 1/4 MILE
 LO1090'FURTHER UP VALLEY TO RIGHT.  KEEP TO RIGHT-HAND TRAIL UP THIS
 LO1090'VALLEY.  IT SOON DEVELOPS INTO WELL-WORN FOREST SERVICE
 LO1090'TRAIL.  CONTINUE ON THIS TRAIL UNTIL IT COMES OUT INTO
 LO1090'CLEARING HIGH UP ON RIGHT (EAST) SIDE OF MOUNTAIN.  HERE,
 LO1090'TRAIL DIPS DOWN AGAIN AND PASSES THROUGH GROVE OF
 LO1090'QUAKING ASPEN TREES.  LEAVE TRAIL HERE AND WORK UP THROUGH
 LO1090'TREES TO WEST.  ABOVE QUAKING ASPEN TREES ONE REACHED
 LO1090'CLEARING WITH STEEP SLOPE AHEAD COVERED WITH DEADFALLS.
 LO1090'CONTINUE UP THIS SLOPE, WHICH FORMS SORT OF VALLEY, TO TOP OF
 LO1090'RIDGE.  THENCE LEFT ALONG TOP OF RIDGE WHICH IS TIMBERED TO
 LO1090'CREST OF MOUNTAIN.  BEAR TO RIGHT (NORTHERLY) ALONG CREST TO TOP
 LO1090'OF BARE RIDGE AND STATION.  ABOUT 1-HOUR PACK.  MARK IS STANDARD
 LO1090'DISK IN BOULDER.  REFERENCE AND AZIMUTH MARKS ARE
 LO1090'STANDARD DISKS SET IN BOULDERS.
 LO1090'REFERENCE MARK NO. 1 IS ON WEST SLOPE OF RIDGE, 10 YARDS WEST
 LO1090'OF CREST, AND 9.590 METERS (31.46 FEET) (SLOPE DISTANCE)
 LO1090'WEST OF STATION.  NO. 2 IS ON WEST
 LO1090'SLOPE OF RIDGE, 5 YARDS WEST OF CREST, AND 8.670 METERS
 LO1090'(28.44 FEET) (SLOPE DISTANCE) NORTH OF STATION.
 LO1090'DISTANCE BETWEEN REFERENCE MARKS IS 40.69 FEET
 LO1090'(SLOPE DISTANCE).  AZIMUTH MARK IS ON SECOND SMALL HUMP SOUTH
 LO1090'OF STATION PEAK, 1 FOOT NORTH OF SMALL CAIRN, AND 150 YARDS
 LO1090'(SLOPE DISTANCE) SOUTH OF STATION.
 LO1090
 LO1090                          STATION RECOVERY (1946)
 LO1090
 LO1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1090'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 LO1090'AND AS PREVIOUSLY DESCRIBED.  THE STATION IS LOCATED ABOUT
 LO1090'24 MILES AIRLINE NORTH-NORTHWEST OF DUCHESNE AND ABOUT 8 MILES
 LO1090'AIRLINE NORTHEAST OF TABONIA ON THE DIVIDE BETWEEN ROCK CREEK
 LO1090'AND FARM CREEK, ON THE HIGHEST POINT OF A BARE ROCKY RIDGE.
 LO1090'IT IS ON THE MIDDLE OF THE THREE HIGHEST POINTS OF THE MOUNTAIN.
 LO1090'THE STATION MARK IS A BRONZE DISK STAMPED FARM CREEK PASS 1936,
 LO1090'SET IN A BOULDER WHICH PROJECTS 6 INCHES.
 LO1090'
 LO1090'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED FARM CREEK PASS
 LO1090'NO 1 1936, SET IN A BOULDER WHICH PROJECTS 8 INCHES.  IT IS
 LO1090'WEST OF AND ABOUT THREE FEET LOWER THAN STATION MARK.
 LO1090'
 LO1090'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED FARM CREEK PASS
 LO1090'NO 2 1936, SET IN A BOULDER WHICH PROJECTS 6 INCHES.  IT
 LO1090'IS NORTH OF AND SAME ELEVATION AS STATION MARK.
 LO1090'
 LO1090'AZIMUTH MARK IS A BRONZE DISK STAMPED FARM CREEK PASS 1936,
 LO1090'SET IN A BOULDER WHICH PROJECTS 4 INCHES.  IT IS ON TOP OF
 LO1090'RIDGE 150 YARDS SOUTH OF STATION.
 LO1090'
 LO1090'TO REACH STATION FROM DUCHESNE.  GO NORTH ON STATE HIGHWAY 35,
 LO1090'6.8 MILE TO ROAD LEFT AT SIGN TABIONA 20 - HANNA 25, TURN LEFT,
 LO1090'FOLLOW MAIN ROAD 3.5 MILES TO FORK.  TURN RIGHT GO 3.8 MILES
 LO1090'TO A GATE.  PASS THROUGH GATE CONTINUE 1.5 MILE TO BRIDGE ACROSS
 LO1090'ROCK CREEK.  CONTINUE 1.2 MILE TO CATTLE GUARD AND BOUNDARY
 LO1090'LINE OF INDIAN RESERVATION.  CONTINUE ON MAIN ROAD 3.4 MILES
 LO1090'TO FORK.  TURN LEFT, GO 1.1 MILE TO GATE AT CORRALS AND CABINS
 LO1090'ON RIGHT.  PASS THROUGH GATE, GO 2.3 MILES TO BRIDGE.
 LO1090'CONTINUE 3.6 MILES TO FORK.  KEEP ON ROAD TO LEFT, STRAIGHT
 LO1090'AHEAD 0.4 MILE TO ROAD LEFT.  TURN LEFT, GO 0.2 MILE TO
 LO1090'BRIDGE.  CONTINUE 1.0 MILE TO RANGER STATION ON RIGHT.
 LO1090'CONTINUE ON MAIN ROAD UP STEEP GRADE 4.5 MILE TO FORK.
 LO1090'CONTINUE STRAIGHT AHEAD 0.4 MILE TO DIM ROAD RIGHT NEAR
 LO1090'SUMMIT.  TURN RIGHT, FOLLOW DIM ROAD NORTHERLY 0.5 MILE TO
 LO1090'END OF ROAD AT A SPRING AND WATER TROUGH.  BEAR RIGHT
 LO1090'NORTH, CROSS COUNTRY 0.6 MILE TO END OF TRUCK TRAVEL AT
 LO1090'BASE OF STEEP RIDGE.  FROM HERE WALK NORTHERLY UP
 LO1090'STEEP RIDGE 100 YARDS TO TRAIL AND SIGN CENTER STOCK
 LO1090'DRIVE.  FOLLOW TRAIL NORTHERLY TO WHERE TRAIL DROPS OFF
 LO1090'RIDGE INTO CANYON.  CONTINUE UP RIDGE THENCE ALONG SIDE
 LO1090'HILL TO WEST OF MOUNTAIN, TO TOP OF RIDGE AT BARE SPOT.  FOLLOW
 LO1090'RIDGE NORTH TO STATION AS DESCRIBED ABOVE.  AN HOUR AND A
 LO1090'HALF PACK.
 LO1090'
 LO1090'OLD SLOPE DISTANCE TO REFERENCE MARK NO. 1 APPARENTLY INCORRECT.
 LO1090'CORRECT HORIZONTAL DISTANCE IS SHOWN ABOVE.
 LO1090
 LO1090                          STATION RECOVERY (1962)
 LO1090
 LO1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO1090'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 LO1090'WERE RECOVERED IN GOOD CONDITION.  DUE TO ROAD CHANGES A COMPLETE
 LO1090'NEW DESCRIPTION FOLLOWS.  A FOUR WHEEL DRIVE VEHICLE IS NEEDED.
 LO1090'
 LO1090'THE STATION IS ON THE HIGHEST PART OF A BARE ROCKY RIDGE ON THE
 LO1090'DIVIDE BETWEEN ROCK CREEK AND FARM CREEK.  IT IS ABOUT 24 MILES
 LO1090'NORTHWEST OF DUCHESNE AND 8 MILES NORTHEAST OF TABONIA.
 LO1090'
 LO1090'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 LO1090'STATE HIGHWAY 35 IN DUCHESNE, GO NORTH ON STATE HIGHWAY 35
 LO1090'FOR 6.0 MILES TO WHERE THE HIGHWAY TURNS LEFT.  TURN LEFT AND
 LO1090'FOLLOW HIGHWAY, GRAVELED ROAD FOR 3.6 MILES TO A SIDE ROAD
 LO1090'RIGHT.  (THIS IS 0.1 MILE BEFORE REACHING A BRIDGE OVER ROCK
 LO1090'CREEK.) TURN RIGHT AND FOLLOW MAIN DIRT ROAD FOR 3.3 MILES TO
 LO1090'A FORK.  TAKE THE RIGHT FORK FOR 0.35 MILE TO A CATTLE GUARD.
 LO1090'CROSS CATTLE GUARD AND CONTINUE ON MAIN ROAD FOR 1.45 MILES TO
 LO1090'A BRIDGE.  CROSS BRIDGE AND CONTINUE AHEAD ON MAIN ROAD FOR
 LO1090'1.15 MILES TO A CATTLE GUARD.  CROSS CATTLE GUARD AND
 LO1090'CONTINUE ON MAIN ROAD FOR 4.4 MILES TO A CATTLE GUARD, AN OLD
 LO1090'LOG CABIN AND SOME CORRALS ON THE RIGHT.  CROSS CATTLE GUARD
 LO1090'AND CONTINUE ON MAIN ROAD FOR 2.05 MILES TO A BRIDGE.  CROSS
 LO1090'BRIDGE AND CONTINUE AHEAD ON MAIN ROAD FOR 3.55 MILES TO
 LO1090'A REVERSE FORK ON THE RIGHT AT SIGN ROCK CREEK.  CONTINUE
 LO1090'AHEAD ON THE MAIN ROAD FOR 0.45 MILE TO A SIDE ROAD LEFT.
 LO1090'TURN LEFT AND GO 0.1 MILE TO A BRIDGE.  PASS OVER BRIDGE AND
 LO1090'CONTINUE ON THE MAIN ROAD FOR 1.1 MILES TO SOME LOG
 LO1090'BUILDINGS ON THE RIGHT.  CONTINUE AHEAD ON THE MAIN ROAD FOR
 LO1090'4.05 MILES TO A SIDE ROAD RIGHT AND A POLE CORRAL ON THE
 LO1090'LEFT.  TURN RIGHT ON TRACK ROAD AND GO 0.15 MILE TO A FORK.
 LO1090'TAKE THE LEFT FORK AND GO 0.1 MILE TO A SPRING ON THE
 LO1090'LEFT.  CONTINUE AHEAD ON TRACK ROAD FOR 0.5 MILE TO THE
 LO1090'END OF THE ROAD AND A TRIANGLE BLAZED ASPEN TREE ON THE
 LO1090'RIGHT.  CONTINUE AHEAD UP HILL THROUGH OPENING IN TREES
 LO1090'FOR 0.55 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK
 LO1090'WEST NORTHWEST THROUGH ASPEN TREES SWINGING AROUND TO THE
 LO1090'LEFT OF THE FIRST AND MOST PROMINENT PEAK TO A SADDLE ON
 LO1090'THE NORTHWEST OF THIS PEAK.  THEN FOLLOW RIDGE NORTHERY TO
 LO1090'THE TOP OF THE FIRST ROCKY BARE POINT AND THE AZIMUTH MARK.
 LO1090'CONTINUE UP RIDGE TO THE HIGHEST POINT AND THE STATION.
 LO1090'
 LO1090'STATION MARK IS A STANDARD DISK, STAMPED FARM CREEK PASS 1936,
 LO1090'CEMENTED IN A DRILL HOLE IN A 1 X 1 FOOT BOULDER PROJECTING
 LO1090'10 INCHES.
 LO1090'
 LO1090'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FARM CREEK PASS
 LO1090'NO 1 1936, CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT OUTCROP
 LO1090'OF ROCK PROJECTING 3 INCHES.  IT IS 10.1 FEET LOWER THAN THE
 LO1090'STATION.
 LO1090'
 LO1090'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FARM CREEK PASS
 LO1090'NO 2 1936, CEMENTED IN A DRILL HOLE IN A 3 X 3 FOOT OUTCROP
 LO1090'OF ROCK FLUSH WITH THE SURROUNDING SURFACE.  IT IS ABOUT 2
 LO1090'FEET LOWER THAN THE STATION.
 LO1090'
 LO1090'AZIMUTH MARK IS A STANDARD DISK, STAMPED FARM CREEK PASS 1936,
 LO1090'CEMENTED IN A DRILL HOLE IN A 1-1/2 X 2 FOOT BOULDER FLUSH
 LO1090'WITH THE SURROUNDING SURFACE.  IT IS 1 FOOT NORTHWEST OF A
 LO1090'SMALL CAIRN.
 LO1090
 LO1090                          STATION RECOVERY (1966)
 LO1090
 LO1090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LO1090'RECOVERED.
 LO1090'
 LO1090'STATION MARK--STANDARD DISK, STAMPED ---FARM CREEK PASS 1936---,
 LO1090'SET IN A BOULDER WHICH PROJECTS 6 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0702 ***********************************************************************
 MS0702  DESIGNATION -  FARR
 MS0702  PID         -  MS0702
 MS0702  STATE/COUNTY-  UT/WEBER
 MS0702  COUNTRY     -  US
 MS0702  USGS QUAD   -  PLAIN CITY (2017)
 MS0702
 MS0702                         *CURRENT SURVEY CONTROL
 MS0702  ______________________________________________________________________
 MS0702* NAD 83(1994) POSITION- 41 16 29.03926(N) 112 01 40.63633(W)   ADJUSTED
 MS0702* NAVD 88 ORTHO HEIGHT -  1293.5   (meters)     4244.    (feet) VERTCON3
 MS0702  ______________________________________________________________________
 MS0702  GEOID HEIGHT    -        -16.765 (meters)                     GEOID18
 MS0702  LAPLACE CORR    -          7.49  (seconds)                    DEFLEC18
 MS0702  HORZ ORDER      -  SECOND
 MS0702
 MS0702.The horizontal coordinates were established by classical geodetic methods
 MS0702.and adjusted by the National Geodetic Survey in November 1997.
 MS0702
 MS0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0702
 MS0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0702.GEOID18 height accuracy estimate available here.
 MS0702
 MS0702.Click photographs - Photos may exist for this station.
 MS0702
 MS0702.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0702
 MS0702. The following values were computed from the NAD 83(1994) position.
 MS0702
 MS0702;                    North         East     Units Scale Factor Converg.
 MS0702;SPC UT N     - 1,104,676.746   455,767.580   MT  0.99995693   -0 20 53.2
 MS0702;SPC UT N     - 3,624,260.29  1,495,297.47   sFT  0.99995693   -0 20 53.2
 MS0702;UTM  12      - 4,569,765.272   413,906.814   MT  0.99969122   -0 40 41.3
 MS0702
 MS0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0702!SPC UT N     -   0.99979978  x   0.99995693  =   0.99975672
 MS0702!UTM  12      -   0.99979978  x   0.99969122  =   0.99949106
 MS0702
 MS0702:                Primary Azimuth Mark                     Grid Az
 MS0702:SPC UT N     -  FARR AZ MK                               357 36 57.5
 MS0702:UTM  12      -  FARR AZ MK                               357 56 45.6
 MS0702
 MS0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1390669765(NAD 83)
 MS0702
 MS0702|---------------------------------------------------------------------|
 MS0702| PID    Reference Object                     Distance      Geod. Az  |
 MS0702|                                                           dddmmss.s |
 MS0702| CM5570 FARR RM 1                             8.459 METERS 00114     |
 MS0702| MR0716 NORTH OGDEN ARMY DEPOT TANK         APPROX. 3.4 KM 1205425.4 |
 MS0702| CM5571 FARR RM 2                             7.499 METERS 12458     |
 MS0702| MS0710 OGDEN DEL MONTE FOOD PROD TANK      APPROX. 6.2 KM 1601140.1 |
 MS0702| CM5569 FARR AZ MK                                         3571604.3 |
 MS0702|---------------------------------------------------------------------|
 MS0702
 MS0702                          SUPERSEDED SURVEY CONTROL
 MS0702
 MS0702  NAD 83(1993)-  41 16 29.03768(N)    112 01 40.63469(W) AD(       ) 2
 MS0702  NAD 83(1986)-  41 16 29.02780(N)    112 01 40.62444(W) AD(       ) 2
 MS0702  NAD 27      -  41 16 29.22450(N)    112 01 37.83100(W) AD(       ) 2
 MS0702  NGVD 29 (07/19/86) 1292.5    (m)         4240.     (f) VERT ANG       
 MS0702
 MS0702.Superseded values are not recommended for survey control.
 MS0702
 MS0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0702.See file dsdata.pdf to determine how the superseded data were derived.
 MS0702
 MS0702_MARKER: DS = TRIANGULATION STATION DISK
 MS0702_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MS0702_SP_SET: CURB
 MS0702_STAMPING: FARR 1963 NO 2 1983
 MS0702_MARK LOGO: CGS
 MS0702_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MS0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0702+STABILITY: SURFACE MOTION
 MS0702
 MS0702  HISTORY     - Date     Condition        Report By
 MS0702  HISTORY     - 1963     MONUMENTED       CGS
 MS0702  HISTORY     - 19830615 GOOD             NGS
 MS0702  HISTORY     - 20100816 GOOD             GEOCAC
 MS0702
 MS0702                          STATION DESCRIPTION
 MS0702
 MS0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MS0702'THE STATION IS ABOUT 5 MILES NORTHWEST OF OGDEN, 9 MILES SOUTH
 MS0702'OF WILLARD AND ON THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 84.
 MS0702'
 MS0702'TO REACH THE STATION FROM THE POST OFFICE IN WILLARD, GO SOUTH
 MS0702'ON U.S. HIGHWAYS 91, 191 AND 30S FOR 4.3 MILES TO THE JUNCTION OF
 MS0702'STATE HIGHWAY 84.  TAKE THE LEFT FORK, STATE HIGHWAY 84 FOR 4.75
 MS0702'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD FOR
 MS0702'0.3 MILE TO THE STATION ON THE LEFT.
 MS0702'
 MS0702'THE STATION MARK IS A STANDARD DISK, STAMPED FARR 1963, SET
 MS0702'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 MS0702'GROUND.  IT IS 48 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 MS0702'84, 23 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD LEADING
 MS0702'EAST, 14 FEET NORTH OF A FENCE CORNER POST, 3.4 FEET NORTH
 MS0702'OF A METAL WITNESS POST AND 2 FEET WEST OF A FENCE.
 MS0702'
 MS0702'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FARR NO 1 1963,
 MS0702'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 MS0702'GROUND.  IT IS 50 FEET NORTH OF THE CENTERLINE OF THE GRAVEL
 MS0702'ROAD LEADING EAST, 49 FEET EAST OF THE CENTERLINE OF HIGHWAY
 MS0702'84, 1 FOOT WEST OF A FENCE.  IT IS ABOUT THE SAME ELEVATION
 MS0702'AS THE STATION.
 MS0702'
 MS0702'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FARR NO 2 1963,
 MS0702'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 MS0702'GROUND.  IT IS 68 FEET EAST OF THE CENTERLINE OF HIGHWAY 84,
 MS0702'17.8 FEET EAST OF THE FENCE CORNER POST, 8 FEET NORTH OF THE
 MS0702'CENTERLINE OF THE GRAVEL ROAD, 1 FOOT SOUTH OF A FENCE AND
 MS0702'ABOUT 1 FOOT LOWER THAN THE STATION.
 MS0702'
 MS0702'AZIMUTH MARK IS A STANDARD DISK, STAMPED FARR 1963, SET IN THE
 MS0702'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 MS0702'IT IS 49 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 84,
 MS0702'46 FEET NORTH OF A POWER LINE POLE, 2 FEET SOUTH OF A METAL
 MS0702'WITNESS POST AND 1 FOOT EAST OF A FENCE.
 MS0702
 MS0702                          STATION RECOVERY (1983)
 MS0702
 MS0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 MS0702'SET IN A CURB.  THE STATION MARK, REFERERNCE MARK 1 AND 2 WERE
 MS0702'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND MIGHT
 MS0702'BE BURIED OR DESTROYED DUE TO CONSTRUCTION.  A NEW AZIMUTH MARK WAS
 MS0702'SET AND POSITIONED.  THE DESRIPTION IS GOOD BUT IS REWRITTEN TO
 MS0702'EXCLUDE THE OLD AZIMUTH MARK.  A NEW DESCRIPTION IS GIVEN FOR THE NEW
 MS0702'AZIMUTH.  TO REACH THE STATION FROM THE POST OFFICE IN WILLARD, GO
 MS0702'SOUTH ON U.S.  HIGHWAYS 91, 191, AND 30 S FOR 6.9 KM (4.30 MI) TO THE
 MS0702'JUNCTION OF STATE HIGHWAY 84.  TAKE THE LEFT FORK, STATE HIGHWAY 84
 MS0702'FOR 8.1 KM (5.05 MI) TO THE STATION MARK ON THE LEFT.
 MS0702'
 MS0702'AZIMUTH MARK NO 2
 MS0702'THE STATION IS AN AZIMUTH MARK DISK.  SET IN A CURB.  AZIMUTH MARK NO
 MS0702'2 IS A STANDARD NGS DISK STAMPED FARR 1963 NO 2 1983.  THE AZIMUTH
 MS0702'MARK IS SET FLUSH IN A DRILL HOLE IN A CURB DIVIDING THE TRAFFIC AT
 MS0702'THE NORTH ENTRANCE OF WESTWOOD VILLAGE MOBILE HOME PARK.  IT IS IN THE
 MS0702'EASTERN END OF THE DIVIDER AND SET ON TOP OF THE CURB.  IT IS DUE EAST
 MS0702'OF A GAS LIGHT AND THE SIGN.  IT IS LOCATED 19.5 M (64.0 FT) SOUTH
 MS0702'FROM A POWER LINE NUMBERED 40 1970, 14.5 M (47.6 FT) WEST FROM THE
 MS0702'CENTER LINE OF UTAH STATE HIGHWAY 89, 5.8 M (19.0 FT) EAST FROM THE
 MS0702'EASTERN SIDE OF THE TRAILER PARK SIGN, AND 0.9 M (3.0 FT) EAST FROM A
 MS0702'GAS LAMP POST.  TO REACH THE AZI MARK FROM THE INTERSECTION OF PIONEER
 MS0702'ROAD AND STATE HIGHWAY 84 IN SLATERVILLE, GO NORTH ON HIGHWAY 84 FOR
 MS0702'1.3 KM (0.80 MI) TO THE AZIMUTH MARK ON THE LEFT AND THE NORTHERN
 MS0702'ENTRANCE TO WESTWOOD VILLAGE TRAILER PARK.
 MS0702
 MS0702                          STATION RECOVERY (2010)
 MS0702
 MS0702'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 MS0702'TRIANGULATION STATION FARR RECOVERED.
 MS0702'DESCRIBED FEATURES STILL EXIST.  I DID NOT ATTEMPT RECOVERY OF AZ MK,
 MS0702'RM 1 OR RM 2.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0390 ***********************************************************************
 LP0390  DESIGNATION -  FASSIO
 LP0390  PID         -  LP0390
 LP0390  STATE/COUNTY-  UT/SALT LAKE
 LP0390  COUNTRY     -  US
 LP0390  USGS QUAD   -  COPPERTON (2017)
 LP0390
 LP0390                         *CURRENT SURVEY CONTROL
 LP0390  ______________________________________________________________________
 LP0390* NAD 83(1994) POSITION- 40 31 24.50387(N) 112 01 25.26587(W)   ADJUSTED
 LP0390* NAVD 88 ORTHO HEIGHT -  1485.7   (meters)     4874.    (feet) VERTCON3
 LP0390  ______________________________________________________________________
 LP0390  GEOID HEIGHT    -        -17.289 (meters)                     GEOID18
 LP0390  LAPLACE CORR    -         -4.77  (seconds)                    DEFLEC18
 LP0390  HORZ ORDER      -  FIRST
 LP0390
 LP0390.The horizontal coordinates were established by classical geodetic methods
 LP0390.and adjusted by the National Geodetic Survey in November 1997.
 LP0390
 LP0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0390
 LP0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0390.GEOID18 height accuracy estimate available here.
 LP0390
 LP0390.Click photographs - Photos may exist for this station.
 LP0390
 LP0390.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0390
 LP0390. The following values were computed from the NAD 83(1994) position.
 LP0390
 LP0390;                    North         East     Units Scale Factor Converg.
 LP0390;SPC UT C     - 2,243,283.479   455,625.415   MT  0.99997098   -0 20 07.7
 LP0390;SPC UT C     - 7,359,839.21  1,494,831.05   sFT  0.99997098   -0 20 07.7
 LP0390;UTM  12      - 4,486,363.616   413,288.738   MT  0.99969255   -0 39 54.7
 LP0390
 LP0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0390!SPC UT C     -   0.99976970  x   0.99997098  =   0.99974069
 LP0390!UTM  12      -   0.99976970  x   0.99969255  =   0.99946232
 LP0390
 LP0390:                Primary Azimuth Mark                     Grid Az
 LP0390:SPC UT C     -  3S2W 2611                                261 50 55.2
 LP0390:UTM  12      -  3S2W 2611                                262 10 42.2
 LP0390
 LP0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1328886363(NAD 83)
 LP0390
 LP0390|---------------------------------------------------------------------|
 LP0390| PID    Reference Object                     Distance      Geod. Az  |
 LP0390|                                                           dddmmss.s |
 LP0390| CM5573 FASSIO RM 2                           9.812 METERS 17919     |
 LP0390| LP0394 3S2W 2611                           APPROX. 0.8 KM 2613047.5 |
 LP0390| CM5572 FASSIO RM 1                          10.355 METERS 35757     |
 LP0390|---------------------------------------------------------------------|
 LP0390
 LP0390                          SUPERSEDED SURVEY CONTROL
 LP0390
 LP0390  NAD 83(1993)-  40 31 24.50366(N)    112 01 25.26445(W) AD(       ) 1
 LP0390  NAD 83(1986)-  40 31 24.49347(N)    112 01 25.25885(W) AD(       ) 1
 LP0390  NAD 27      -  40 31 24.67959(N)    112 01 22.48264(W) AD(       ) 1
 LP0390  NGVD 29 (07/19/86) 1484.7    (m)         4871.     (f) VERT ANG       
 LP0390
 LP0390.Superseded values are not recommended for survey control.
 LP0390
 LP0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0390.See file dsdata.pdf to determine how the superseded data were derived.
 LP0390
 LP0390_MARKER: DH = HORIZONTAL CONTROL DISK
 LP0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0390_STAMPING: FASSION 1973
 LP0390_MARK LOGO: NGS
 LP0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0390+STABILITY: SURFACE MOTION
 LP0390
 LP0390  HISTORY     - Date     Condition        Report By
 LP0390  HISTORY     - 1973     MONUMENTED       NGS
 LP0390  HISTORY     - 1974     GOOD             NGS
 LP0390
 LP0390                          STATION DESCRIPTION
 LP0390
 LP0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LP0390'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF HERRIMAN, 4.5
 LP0390'MILES WEST OF RIVERTON, AND NEAR THE NW 1/4 SECTION, T 3 S, R 2 W.
 LP0390'
 LP0390'TO REACH THE STATION FROM 13100 SOUTH STREET AND FIRST EAST
 LP0390'IN HERRIMAN, GO NORTH ON FIRST EAST FOR 0.15 MILE TO A
 LP0390'T-ROAD.  TURN RIGHT AND GO EAST ON SECOND NORTH FOR 0.35 MILE
 LP0390'TO A SIDE ROAD LEFT, THE ENTRANCE TO THE EGG RANCH.  TURN LEFT
 LP0390'AND GO NORTH FOR 0.05 MILE TO A GATE AND THE EGG RANCH OFFICE
 LP0390'ON THE RIGHT.  PASS THROUGH THE GATE AND CONTINUE NORTH ON A
 LP0390'DIRT ROAD ALONG THE WEST SIDE OF BUILDINGS FOR 0.35 MILE TO THE
 LP0390'STATION ON THE LEFT, AT THE END OF A NORTH-SOUTH CYCLONE FENCE
 LP0390'LINE.
 LP0390'
 LP0390'THE STATION MARKS ARE STANDARD DISKS STAMPED FASSIO 1973.  THE
 LP0390'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LP0390'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LP0390'89 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE NORTHWEST METAL
 LP0390'SHED, 86.5 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL POND
 LP0390'AND 3.5 FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND
 LP0390'DISK IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 LP0390'
 LP0390'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FASSIO NO 1 1973,
 LP0390'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 LP0390'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 113.5 FEET
 LP0390'NORTHWEST OF THE NORTHWEST CORNER OF THE NORTHWEST SHED, 77
 LP0390'FEET WEST OF THE SOUTHWEST CORNER OF A SMALL POND, 30.5 FEET
 LP0390'NORTH OF A METAL WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE
 LP0390'STATION.
 LP0390'
 LP0390'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FASSIO NO 2 1973,
 LP0390'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 LP0390'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 107 FEET
 LP0390'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL POND, 74 FEET WEST
 LP0390'OF THE NORTHWEST CORNER OF THE NORTHWEST METAL SHED, 35.5 FEET
 LP0390'SOUTH OF A METAL WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 LP0390'STATION.
 LP0390'
 LP0390'3S 2W 2611 (SL CO) IS A STANDARD SALT LAKE COUNTY BRASS DISK
 LP0390'STAMPED WC 26 35, SET IN THE TOP OF A 6-INCH CYLINDRICAL PRECAST
 LP0390'CONCRETE MONUMENT WHICH IS 5 INCHES BELOW THE ROAD SURFACE.  IT IS
 LP0390'47 FEET WEST OF A FENCE, 13 FEET WEST OF THE EAST EDGE OF THE
 LP0390'PAVEMENT, AND 11 FEET EAST OF THE WEST EDGE OF THE PAVEMENT.
 LP0390'(CAN BE USED AS AN AZIMUTH MARK.)
 LP0390'
 LP0390'TO REACH FROM 13000 SOUTH AND 6000 WEST STREETS IN HERRIMAN, GO
 LP0390'NORTH ON 6000 WEST FOR 0.5 MILE TO MARK IN CENTER OF ROADWAY.
 LP0390'
 LP0390'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0493 ***********************************************************************
 LP0493  DESIGNATION -  FERA ET
 LP0493  PID         -  LP0493
 LP0493  STATE/COUNTY-  UT/TOOELE
 LP0493  COUNTRY     -  US
 LP0493  USGS QUAD   -  CRANER PEAK (2017)
 LP0493
 LP0493                         *CURRENT SURVEY CONTROL
 LP0493  ______________________________________________________________________
 LP0493* NAD 83(1994) POSITION- 40 53 04.01620(N) 112 45 58.73428(W)   ADJUSTED
 LP0493* NAVD 88 ORTHO HEIGHT -  1577.7   (meters)     5176.    (feet) VERTCON3
 LP0493  ______________________________________________________________________
 LP0493  GEOID HEIGHT    -        -17.297 (meters)                     GEOID18
 LP0493  LAPLACE CORR    -         -6.49  (seconds)                    DEFLEC18
 LP0493  HORZ ORDER      -  SECOND
 LP0493
 LP0493.The horizontal coordinates were established by classical geodetic methods
 LP0493.and adjusted by the National Geodetic Survey in November 1997.
 LP0493
 LP0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0493
 LP0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0493.GEOID18 height accuracy estimate available here.
 LP0493
 LP0493.Click photographs - Photos may exist for this station.
 LP0493
 LP0493.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0493
 LP0493. The following values were computed from the NAD 83(1994) position.
 LP0493
 LP0493;                    North         East     Units Scale Factor Converg.
 LP0493;SPC UT C     - 2,283,995.434   393,268.935   MT  1.00006679   -0 48 40.2
 LP0493;SPC UT C     - 7,493,408.35  1,290,249.83   sFT  1.00006679   -0 48 40.2
 LP0493;UTM  12      - 4,527,431.555   351,187.647   MT  0.99987257   -1 09 22.8
 LP0493
 LP0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0493!SPC UT C     -   0.99975529  x   1.00006679  =   0.99982207
 LP0493!UTM  12      -   0.99975529  x   0.99987257  =   0.99962789
 LP0493
 LP0493:                Primary Azimuth Mark                     Grid Az
 LP0493:SPC UT C     -  ISLAND ET                                069 05 39.1
 LP0493:UTM  12      -  ISLAND ET                                069 26 21.7
 LP0493
 LP0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL5118727431(NAD 83)
 LP0493
 LP0493|---------------------------------------------------------------------|
 LP0493| PID    Reference Object                     Distance      Geod. Az  |
 LP0493|                                                           dddmmss.s |
 LP0493| LP0480 ISLAND ET                           APPROX.14.4 KM 0681658.9 |
 LP0493|---------------------------------------------------------------------|
 LP0493
 LP0493                          SUPERSEDED SURVEY CONTROL
 LP0493
 LP0493  NAD 83(1986)-  40 53 04.00418(N)    112 45 58.72392(W) AD(       ) 2
 LP0493  NAD 27      -  40 53 04.23567(N)    112 45 55.82995(W) AD(       ) 2
 LP0493  NGVD 29 (07/19/86) 1576.7    (m)         5173.     (f) VERT ANG       
 LP0493
 LP0493.Superseded values are not recommended for survey control.
 LP0493
 LP0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0493.See file dsdata.pdf to determine how the superseded data were derived.
 LP0493
 LP0493_MARKER: DD = SURVEY DISK
 LP0493_SETTING: 66 = SET IN ROCK OUTCROP
 LP0493_STAMPING: FERA ET 1966
 LP0493_MARK LOGO: USGS
 LP0493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0493+STABILITY: POSITION/ELEVATION WELL
 LP0493
 LP0493  HISTORY     - Date     Condition        Report By
 LP0493  HISTORY     - 1966     MONUMENTED       USGS
 LP0493
 LP0493                          STATION DESCRIPTION
 LP0493
 LP0493'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (RDM)
 LP0493'LOCATED ABOUT 25 MI. (AIRLINE) NW. OF GRANTSVILLE.  ABOUT
 LP0493'14 MI. W. OF STANSBURY ISLAND.  ABOUT 13.5 MI. SW. OF CARRINGTON
 LP0493'ISLAND.  ABOUT 1.5 MI. NW. OF FERRA WELL NO. 80.  ON THE
 LP0493'HIGHEST POINT OF AN E.-W. RIDGE SPURING E. FROM THE LAKESIDE
 LP0493'MOUNTAINS.
 LP0493'
 LP0493'REACHED BY HELICOPTER.  CAN BE REACHED BY TRUCK ON RD. IN
 LP0493'CANYON TO N. OF STATION.  THENCE ONTO RIDGE S.  THENCE E. ALONG
 LP0493'RIDGE TO POINT ABOUT 200 YARDS W. OF STATION.
 LP0493'
 LP0493'STATION MARK--A STANDARD TABLET STAMPED FERA ET 1966 CEMENTED
 LP0493'INTO DRILL HOLE IN ROCK OUTCROPPING.
 LP0493'
 LP0493'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0391 ***********************************************************************
 KO0391  DESIGNATION -  FERNER
 KO0391  PID         -  KO0391
 KO0391  STATE/COUNTY-  UT/JUAB
 KO0391  COUNTRY     -  US
 KO0391  USGS QUAD   -  TINTIC MOUNTAIN (2017)
 KO0391
 KO0391                         *CURRENT SURVEY CONTROL
 KO0391  ______________________________________________________________________
 KO0391* NAD 83(1994) POSITION- 39 45 43.01232(N) 112 06 13.66808(W)   ADJUSTED
 KO0391* NAVD 88 ORTHO HEIGHT -  2266.3   (meters)     7435.    (feet) VERTCON3
 KO0391  ______________________________________________________________________
 KO0391  GEOID HEIGHT    -        -17.782 (meters)                     GEOID18
 KO0391  LAPLACE CORR    -          5.50  (seconds)                    DEFLEC18
 KO0391  HORZ ORDER      -  FIRST
 KO0391
 KO0391.The horizontal coordinates were established by classical geodetic methods
 KO0391.and adjusted by the National Geodetic Survey in November 1997.
 KO0391
 KO0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0391
 KO0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0391.GEOID18 height accuracy estimate available here.
 KO0391
 KO0391.Click photographs - Photos may exist for this station.
 KO0391
 KO0391.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0391
 KO0391. The following values were computed from the NAD 83(1994) position.
 KO0391
 KO0391;                    North         East     Units Scale Factor Converg.
 KO0391;SPC UT C     - 2,158,777.119   448,266.459   MT  0.99989963   -0 23 12.4
 KO0391;SPC UT C     - 7,082,587.93  1,470,687.54   sFT  0.99989963   -0 23 12.4
 KO0391;UTM  12      - 4,401,918.840   405,452.804   MT  0.99971005   -0 42 21.7
 KO0391
 KO0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0391!SPC UT C     -   0.99964738  x   0.99989963  =   0.99954704
 KO0391!UTM  12      -   0.99964738  x   0.99971005  =   0.99935753
 KO0391
 KO0391:                Primary Azimuth Mark                     Grid Az
 KO0391:SPC UT C     -  FERNER AZ MK                             167 00 10.3
 KO0391:UTM  12      -  FERNER AZ MK                             167 19 19.6
 KO0391
 KO0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK0545201918(NAD 83)
 KO0391
 KO0391|---------------------------------------------------------------------|
 KO0391| PID    Reference Object                     Distance      Geod. Az  |
 KO0391|                                                           dddmmss.s |
 KO0391| CM5575 FERNER RM 1                           5.292 METERS 06124     |
 KO0391| CM5576 FERNER RM 2                           6.882 METERS 15742     |
 KO0391| CM5574 FERNER AZ MK                                       1663657.9 |
 KO0391|---------------------------------------------------------------------|
 KO0391
 KO0391                          SUPERSEDED SURVEY CONTROL
 KO0391
 KO0391  NAD 83(1993)-  39 45 43.00512(N)    112 06 13.66950(W) AD(       ) 1
 KO0391  NAD 83(1986)-  39 45 42.99915(N)    112 06 13.65914(W) AD(       ) 1
 KO0391  NAD 27      -  39 45 43.18300(N)    112 06 10.85200(W) AD(       ) 1
 KO0391  NGVD 29 (07/19/86) 2265.0    (m)         7431.     (f) VERT ANG       
 KO0391
 KO0391.Superseded values are not recommended for survey control.
 KO0391
 KO0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0391.See file dsdata.pdf to determine how the superseded data were derived.
 KO0391
 KO0391_MARKER: DS = TRIANGULATION STATION DISK
 KO0391_SETTING: 80 = SET IN A BOULDER
 KO0391_STAMPING: FERNER 1947
 KO0391_MARK LOGO: CGS
 KO0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0391+STABILITY: SURFACE MOTION
 KO0391
 KO0391  HISTORY     - Date     Condition        Report By
 KO0391  HISTORY     - 1947     MONUMENTED       CGS
 KO0391
 KO0391                          STATION DESCRIPTION
 KO0391
 KO0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KO0391'STATION LOCATED ON THE HIGHEST PART OF THE EAST TINTIC
 KO0391'MOUNTAIN RANGE NEAR THE HEAD OF FERNER HOLLOW AND ON THE WEST
 KO0391'SIDE OF FERNER HOLLOW, ABOUT 14.5 MILES AIR LINE WEST AND NORTH
 KO0391'OF NEPHI, 13 MILES AIR LINE SOUTH OF EUREKA, AND 5 MILES AIR
 KO0391'LINE NORTHWEST OF JERICHO, PROJECTS 4 INCHES, AND STAMPED--FERNER
 KO0391'1947.
 KO0391'
 KO0391'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES LOWER THAN
 KO0391'STATION, SET FLUSH WITH GROUND, AND STAMPED--FERNER NO 1 1947.
 KO0391'
 KO0391'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 INCHES LOWER THAN
 KO0391'STATION, SET FLUSH WITH GROUND, AND STAMPED--FERNER NO 2 1947.
 KO0391'
 KO0391'AZIMUTH MARK IS AT SOUTH END OF RIDGE, APPROXIMATELY 10 FEET
 KO0391'NORTH OF LONE TREE, PROJECTS 30 INCHES, AND STAMPED--FERNER
 KO0391'1947.
 KO0391'
 KO0391'TO REACH FROM JUNCTIONS OF U.S. HIGHWAY 91 AND STATE ROUTE
 KO0391'132 IN NEPHI, GO WEST ON STATE ROUTE 132 FOR 6.7 MILES TO SIDE
 KO0391'ROAD RIGHT, WITH A CATTLE GUARD IN THIS ROAD.  TURN RIGHT ON
 KO0391'THE ROAD AND GO 1.0 MILE TO FORK.  KEEP LEFT FORK, MAIN ROAD,
 KO0391'AND GO 0.7 MILE TO FORK.  KEEP LEFT FORK AND GO 1.0 MILE TO
 KO0391'FORK AT FENCE CORNER.  KEEP STRAIGHT AHEAD, LEFT FORK AND GO
 KO0391'1.1 MILE TO BOARD GATE.  CONTINUE ON ROAD FOR 2.4 MILES TO A
 KO0391'DIRT RESERVOIR ON LEFT AND TANK ON RIGHT.  CONTINUE ON ROAD
 KO0391'FOR 0.35 MILE TO ROAD COMING IN ON LEFT.  CONTINUE STRAIGHT
 KO0391'AHEAD FOR 0.4 MILE TO FORK.  TAKE LEFT FORK AND GO 0.05 MILE
 KO0391'TO WHERE ROAD CROSSES FERNER DRAW AND A FORK.  TAKE LEFT FORK
 KO0391'AND GO 0.25 MILE TO FORK.  TAKE LEFT FORK AND GO 0.5 MILE.
 KO0391'TURN RIGHT AND PICK WAY ACROSS COUNTRY TOWARD DRAW COMING
 KO0391'DOWN FROM NORTHWEST, A DISTANCE OF ABOUT 0.4 MILE.
 KO0391'FROM HERE PACK NORTHWEST ALONG EAST SIDE OF RIDGE TO
 KO0391'EAST-WEST DRAW.  CROSS DRAW AND PACK UP ROCKY SLOPE, THENCE
 KO0391'ALONG RIDGE IN NORTHERLY DIRECTION TO HIGH POINT.  (AZIMUTH
 KO0391'MARK IS AT THIS POINT AS DESCRIBED ABOVE) CONTINUE ALONG
 KO0391'RIDGE TO HIGHEST POINT AND STATION AS DESCRIBED ABOVE.  A
 KO0391'ONE HOUR PACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0495 ***********************************************************************
 KN0495  DESIGNATION -  FERRON
 KN0495  PID         -  KN0495
 KN0495  STATE/COUNTY-  UT/EMERY
 KN0495  COUNTRY     -  US
 KN0495  USGS QUAD   -  HORN SILVER GULCH (2017)
 KN0495
 KN0495                         *CURRENT SURVEY CONTROL
 KN0495  ______________________________________________________________________
 KN0495* NAD 83(1994) POSITION- 39 01 00.26404(N) 110 59 28.78920(W)   ADJUSTED
 KN0495* NAVD 88 ORTHO HEIGHT -  1942.1   (meters)     6372.    (feet) VERTCON3
 KN0495  ______________________________________________________________________
 KN0495  GEOID HEIGHT    -        -17.995 (meters)                     GEOID18
 KN0495  LAPLACE CORR    -         -5.73  (seconds)                    DEFLEC18
 KN0495  HORZ ORDER      -  SECOND
 KN0495
 KN0495.The horizontal coordinates were established by classical geodetic methods
 KN0495.and adjusted by the National Geodetic Survey in November 1997.
 KN0495
 KN0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0495
 KN0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0495.GEOID18 height accuracy estimate available here.
 KN0495
 KN0495.Click photographs - Photos may exist for this station.
 KN0495
 KN0495.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0495
 KN0495. The following values were computed from the NAD 83(1994) position.
 KN0495
 KN0495;                    North         East     Units Scale Factor Converg.
 KN0495;SPC UT C     - 2,075,997.922   544,053.601   MT  0.99999998   +0 19 33.0
 KN0495;SPC UT C     - 6,811,003.18  1,784,949.19   sFT  0.99999998   +0 19 33.0
 KN0495;UTM  12      - 4,318,634.279   500,750.545   MT  0.99960001   +0 00 19.6
 KN0495
 KN0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0495!SPC UT C     -   0.99969820  x   0.99999998  =   0.99969818
 KN0495!UTM  12      -   0.99969820  x   0.99960001  =   0.99929834
 KN0495
 KN0495:                Primary Azimuth Mark                     Grid Az
 KN0495:SPC UT C     -  FERRON AZ MK                             206 48 24.2
 KN0495:UTM  12      -  FERRON AZ MK                             207 07 37.6
 KN0495
 KN0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ0075018634(NAD 83)
 KN0495
 KN0495|---------------------------------------------------------------------|
 KN0495| PID    Reference Object                     Distance      Geod. Az  |
 KN0495|                                                           dddmmss.s |
 KN0495| CM6403 FERRON RM 1                           7.631 METERS 05355     |
 KN0495| CM6404 FERRON RM 2                           6.315 METERS 13143     |
 KN0495| CM6402 FERRON AZ MK                                       2070757.2 |
 KN0495|---------------------------------------------------------------------|
 KN0495
 KN0495                          SUPERSEDED SURVEY CONTROL
 KN0495
 KN0495  NAD 83(1986)-  39 01 00.25465(N)    110 59 28.78319(W) AD(       ) 2
 KN0495  NAD 27      -  39 01 00.34300(N)    110 59 26.17900(W) AD(       ) 2
 KN0495  NGVD 29 (07/19/86) 1941.0    (m)         6368.     (f) VERT ANG       
 KN0495
 KN0495.Superseded values are not recommended for survey control.
 KN0495
 KN0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0495.See file dsdata.pdf to determine how the superseded data were derived.
 KN0495
 KN0495_MARKER: DS = TRIANGULATION STATION DISK
 KN0495_SETTING: 66 = SET IN ROCK OUTCROP
 KN0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0495+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2001
 KN0495
 KN0495  HISTORY     - Date     Condition        Report By
 KN0495  HISTORY     - 1937     MONUMENTED       CGS
 KN0495  HISTORY     - 1938     GOOD             CGS
 KN0495  HISTORY     - 1947     GOOD             CGS
 KN0495  HISTORY     - 1969     GOOD             USGS
 KN0495  HISTORY     - 20010524 GOOD             INDIV
 KN0495
 KN0495                          STATION DESCRIPTION
 KN0495
 KN0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KN0495'LOCATED 14.0 MILES AIRLINE SOUTHWARD OF CASTLE DALE, 10.0
 KN0495'MILES SE OF FERRON, AT HIGHEST POINT OF A BARE BUTTE FORMATION,
 KN0495'WHICH IS AT EASTERN SIDE OF A PINON RIDGE SLOPING GENTLY TO
 KN0495'W AND ENDING AT CLIFFS TO E.
 KN0495'
 KN0495'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 KN0495'DISKS IN OUTCROPPING BEDROCK.
 KN0495'
 KN0495'REACHED FROM FERRON CROSSROADS BY GOING S ON UTAH 10, 0.1 MILE.
 KN0495'THENCE L, E, 3.0 MILES TO CROSSROADS.  THENCE R, S, 2.65 MILES.
 KN0495'THENCE L FORK 3.5 MILES TO A FORK.  THENCE R, S, ON A VERY
 KN0495'DIM AND BADLY-WASHED TRAIL ROAD 3.3 MILES TO A V-SHAPED ROCKY
 KN0495'WASH ON L ABOUT 0.2 MILE S OF A PROMINENT DRAW THRU RIDGE
 KN0495'ON E.  THIS IS END OF TRUCK TRAVEL.  FROM HERE PACK THRU ROCKY
 KN0495'V AND E ON A MAGNETIC BEARING OF 95 DEG TO HIGHEST POINT OF
 KN0495'A PINON-COVERED RIDGE.  FROM HERE STATION IS ON A BARE BUTTE
 KN0495'ABOUT 0.2 MILE N ACROSS A SMALL SADDLE.
 KN0495'
 KN0495'AZIMUTH MARK IS 0.15 MILE S OF STATION, ON FIRST HIGH POINT
 KN0495'OF RIDGE, NEAR CLIFF WHICH BORDERS EASTERN EDGE OF RIDGE.
 KN0495
 KN0495                          STATION RECOVERY (1938)
 KN0495
 KN0495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0495'STATION WAS FOUND AS DESCRIBED IN ORIGINAL DESCRIPTION.  ALL
 KN0495'MARKS ARE IN PLACE AND IN GOOD CONDITION.  MILEAGE OF 2.65
 KN0495'MILES IN ORIGINAL DESCRIPTION CHECKED OUT AS 2.35 MILES.  THIS
 KN0495'SHOULD BE BROKEN UP AS THERE ARE SEVERAL SIDE ROADS WHERE ONE
 KN0495'COULD GO WRONG.  NEW DESCRIPTION FOLLOWS--TO REACH FROM FERRON
 KN0495'CROSSROADS, GO S ON UTAH 10, 0.1 MILE TO CROSSROADS.  TURN L,
 KN0495'E, AND GO 3.0 MILES TO CROSSROADS.  TURN R, S, AND GO 0.4
 KN0495'MILE TO SIDE ROAD L.  CONTINUE S 0.55 MILE AND CROSS RIVER.
 KN0495'THENCE CONTINUE S AND E 0.25 MILE TO FORK.  TAKE R FORK AND
 KN0495'GO 0.2 MILE TO FORK LEADING TO RANCHHOUSE.  TAKE R FORK ALONG
 KN0495'W SIDE OF FENCE AND FOLLOW MAIN-TRAVELED ROAD S 0.8 MILE TO
 KN0495'SIDE ROAD ON L.  CONTINUE S ON R FORK 0.15 MILE TO FORK.
 KN0495'THENCE R FORK ALONG CREST OF RIDGE 0.75 MILE TO FORK.
 KN0495'THENCE L FORK DOWN HILL (THIS FORK IS 0.05 MILE S OF A DIM
 KN0495'WORK-ROAD LEADING DOWN STEEP SLOPE) AND GO 0.2 MILE TO AN
 KN0495'EARTH DAM WITH ROCK BALLAST.  CROSS DAM AND FOLLOW
 KN0495'WORK-TRAIL EASTWARD ALONG S SIDE OF WASH TO ITS END.
 KN0495'THENCE CONTINUE EASTWARD CROSS-COUNTRY 0.5 MILE FROM DAM
 KN0495'TO AN OLD UNUSED TRACK-ROAD.  TURN R, SOUTHWARD, ON
 KN0495'TRACK-ROAD AND GO 1.2 MILES TO ITS END AT A WIRE GATE ON
 KN0495'RIM OF CANYON ON L SIDE OF ROAD AND END OF TRUCK TRAVEL.
 KN0495'FROM THIS GATE STATION BEARS 97 DEG MAGNETIC, AND IS ON FIRST
 KN0495'RIDGE E OF GATE.  ALMOST ON LINE WITH A ROCKY V AT FOOT OF
 KN0495'RIDGE.  PACK DOWN OLD WAGON ROAD AND BEAR TOWARD ROCKY V
 KN0495'CROSS-COUNTRY.  PASS THRU V AND ON UP SLOPE OF RIDGE TO ITS
 KN0495'EXTREME E SIDE AND STATION SITE ON BUTTE FORMATION,
 KN0495'CONNECTED TO RIDGE BY SLIGHT SADDLE.
 KN0495
 KN0495                          STATION RECOVERY (1947)
 KN0495
 KN0495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CRR)
 KN0495'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 KN0495'
 KN0495'THE TO REACH SHOULD BE CHANGED TO READ AS FOLLOWS--
 KN0495'
 KN0495'TO REACH FROM THE POINT IN THE N EDGE OF FERRON WHERE STATE
 KN0495'HIGHWAY 10 TURNS SHARP LEFT, GO S 0.45 MILE TO CROSS ROAD AT
 KN0495'RANGER STATION.  TURN LEFT AND GO 3.15 MILES TO CROSS ROAD.
 KN0495'TURN RIGHT, S, AND GO STRAIGHT TO CREEK, FORD CREEK AND CONTINUE
 KN0495'ON MAIN ROAD FOR A TOTAL OF 2.75 MILES TO A SMALL CREEK, CROSS
 KN0495'CREEK AND GO 2.35 MILES TO A SWINGING GATE BUILT OF POLES,
 KN0495'CONTINUE THROUGH GATE FOR 1.75 MILES TO A VERY DIM FORK RIGHT,
 KN0495'S, ACROSS FLATS AND W OF A ROW OF LOW BUTTES TO THE E.
 KN0495'CONTINUE 2.4 MILES TO END OF TRUCK TRAVEL, FROM HERE PACK
 KN0495'ACROSS MUDDY RIVER AND CONTINUE TO A PROMINENT ROCKY V THROUGH A
 KN0495'RIDGE TO THE E.  PASS THROUGH V AND CONTINUE ABOUT ENE TO THE
 KN0495'EDGE OF THE BUTTES AND STATION AS DESCRIBED BY F.G.J. IN 1937.
 KN0495'ABOUT 1.5 HOURS PACK.
 KN0495
 KN0495                          STATION RECOVERY (1969)
 KN0495
 KN0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KN0495'TO REACH FROM THE POST OFFICE. IN FERRON GO S.
 KN0495'ON UTAH HIGHWAY NO.10 FOR 0.6 MI. TO FERRON CREEK, CROSS BRIDGE, GO S.
 KN0495'0.1 MI. TO T-RD. E., PROCEED E. ON GRADED RD. FOR 3.6 MI. TO CROSSROAD
 KN0495'TAKE RIGHT FORK FOR 1.2 MI. TO RD. FORK.  KEEP RIGHT ON MAIN RD. 0.2
 KN0495'MI. TO CATTLEGUARD, CONTINUE 2.4 MI. TO SECOND CATTLE GUARD, CONTINUE
 KN0495'1.3 MI. TO RD. FORK, KEEP RIGHT ON MAIN RD. 0.3 MI. TO DIM SEISMOGRAPH
 KN0495'TRAIL S., GO S. 2.1 MI. TO WASH - FROM THIS POINT FOUR WHEEL DRIVE IS
 KN0495'NEEDED.- CROSS WASH AND GO 0.3 MI. TO E-W. FENCE BY WASHED OUT POND,
 KN0495'GO THROUGH  GATE AND FOLLOW FENCE E. FOR 0.1 MI. TO WASH, TURN S. INTO
 KN0495'WASH AND PROCEED AROUND SMALL HILL NE. TO WASH, FOLLOW RIM OF WASH E.
 KN0495'TO TOP OF CEDAR COVERED SLOPE WORKING WAY UP SLOPE 2.0 MI. TO TOP OF
 KN0495'RIM AND END OF TRUCK TRAVEL, PACK SE. ACROSS SADDLE TO TOP AND
 KN0495'STATION.  15 MINUTE PACK.
 KN0495
 KN0495                          STATION RECOVERY (2001)
 KN0495
 KN0495'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (ACK)
 KN0495'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0011 ***********************************************************************
 KN0011  DESIGNATION -  FF 52
 KN0011  PID         -  KN0011
 KN0011  STATE/COUNTY-  UT/DUCHESNE
 KN0011  COUNTRY     -  US
 KN0011  USGS QUAD   -  CURRANT CANYON (2017)
 KN0011
 KN0011                         *CURRENT SURVEY CONTROL
 KN0011  ______________________________________________________________________
 KN0011* NAD 83(1986) POSITION- 39 48 39.     (N) 110 19 36.     (W)   SCALED
 KN0011* NAVD 88 ORTHO HEIGHT -  1826.081 (meters)     5991.07  (feet) ADJUSTED
 KN0011  ______________________________________________________________________
 KN0011  GEOID HEIGHT    -        -16.910 (meters)                     GEOID18
 KN0011  DYNAMIC HEIGHT  -       1824.250 (meters)     5985.06  (feet) COMP
 KN0011  MODELED GRAVITY -    979,559.4   (mgal)                       NAVD 88
 KN0011
 KN0011  VERT ORDER      -  SECOND    CLASS 0
 KN0011
 KN0011.The horizontal coordinates were scaled from a map and have
 KN0011.an estimated accuracy of +/- 6 seconds.
 KN0011
 KN0011.The orthometric height was determined by differential leveling and
 KN0011.adjusted by the NATIONAL GEODETIC SURVEY
 KN0011.in June 1991.
 KN0011
 KN0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0011.GEOID18 height accuracy estimate available here.
 KN0011
 KN0011.Click photographs - Photos may exist for this station.
 KN0011
 KN0011.The dynamic height is computed by dividing the NAVD 88
 KN0011.geopotential number by the normal gravity value computed on the
 KN0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0011.degrees latitude (g = 980.6199 gals.).
 KN0011
 KN0011.The modeled gravity was interpolated from observed gravity values.
 KN0011
 KN0011;                    North         East    Units  Estimated Accuracy
 KN0011;SPC UT C     - 2,164,690.      600,460.      MT  (+/- 180 meters Scaled)
 KN0011
 KN0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK576069(NAD 83)
 KN0011
 KN0011                          SUPERSEDED SURVEY CONTROL
 KN0011
 KN0011  NGVD 29 (??/??/92) 1824.840  (m)         5987.00   (f) ADJ UNCH    2 0
 KN0011
 KN0011.Superseded values are not recommended for survey control.
 KN0011
 KN0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0011.See file dsdata.pdf to determine how the superseded data were derived.
 KN0011
 KN0011_MARKER: DB = BENCH MARK DISK
 KN0011_SETTING: 66 = SET IN ROCK OUTCROP
 KN0011_STAMPING: FF 52 1934
 KN0011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0011+STABILITY: POSITION/ELEVATION WELL
 KN0011
 KN0011  HISTORY     - Date     Condition        Report By
 KN0011  HISTORY     - 1934     MONUMENTED       CGS
 KN0011  HISTORY     - 1968     MARK NOT FOUND   USGS
 KN0011
 KN0011                          STATION DESCRIPTION
 KN0011
 KN0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0011'3.9 MI E FROM WELLINGTON.
 KN0011'ABOUT 3.9 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE DENVER AND RIO
 KN0011'GRANDE WESTERN RAILROAD STATION AT WELLINGTON, CARBON COUNTY, THENCE
 KN0011'ABOUT 31.2 MILES NORTHEAST ALONG STATE HIGHWAY 53.  ABOUT 3.8 MILES
 KN0011'SOUTHWEST OF THE NUTTER RANCH, ABOUT 0.3 MILE SOUTH OF A RANCH HOUSE
 KN0011'AND A GALVANIZED IRON BUILDING, AT A STREAM, 20 FEET NORTHWEST OF THE
 KN0011'CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A ROCK OUTCROP.  A
 KN0011'STANDARD DISK, STAMPED FF 52 1934.
 KN0011
 KN0011                          STATION RECOVERY (1968)
 KN0011
 KN0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KN0011'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0243 ***********************************************************************
 MS0243  DESIGNATION -  FF 89
 MS0243  PID         -  MS0243
 MS0243  STATE/COUNTY-  UT/BOX ELDER
 MS0243  COUNTRY     -  US
 MS0243  USGS QUAD   -  MONUMENT PEAK NE (2017)
 MS0243
 MS0243                         *CURRENT SURVEY CONTROL
 MS0243  ______________________________________________________________________
 MS0243* NAD 83(1986) POSITION- 41 58 01.20   (N) 112 51 05.85   (W)   HD_HELD1
 MS0243* NAVD 88 ORTHO HEIGHT -  1340.521 (meters)     4398.03  (feet) ADJUSTED
 MS0243  ______________________________________________________________________
 MS0243  GEOID HEIGHT    -        -14.994 (meters)                     GEOID18
 MS0243  DYNAMIC HEIGHT  -       1339.625 (meters)     4395.09  (feet) COMP
 MS0243  MODELED GRAVITY -    979,907.2   (mgal)                       NAVD 88
 MS0243
 MS0243  VERT ORDER      -  SECOND    CLASS 0
 MS0243
 MS0243.The horizontal coordinates were determined by differentially corrected
 MS0243.hand held GPS observations or other comparable positioning techniques
 MS0243.and have an estimated accuracy of +/- 3 meters.
 MS0243
 MS0243.The orthometric height was determined by differential leveling and
 MS0243.adjusted by the NATIONAL GEODETIC SURVEY
 MS0243.in June 1991.
 MS0243
 MS0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0243.GEOID18 height accuracy estimate available here.
 MS0243
 MS0243.Click photographs - Photos may exist for this station.
 MS0243
 MS0243.The dynamic height is computed by dividing the NAVD 88
 MS0243.geopotential number by the normal gravity value computed on the
 MS0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0243.degrees latitude (g = 980.6199 gals.).
 MS0243
 MS0243.The modeled gravity was interpolated from observed gravity values.
 MS0243
 MS0243;                    North         East    Units  Estimated Accuracy
 MS0243;SPC UT N     - 1,182,299.8     387,959.6     MT  (+/- 3 meters HH1 GPS) 
 MS0243
 MS0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM4657047770(NAD 83)
 MS0243
 MS0243                          SUPERSEDED SURVEY CONTROL
 MS0243
 MS0243  NGVD 29 (??/??/92) 1339.488  (m)         4394.64   (f) ADJ UNCH    2 0
 MS0243
 MS0243.Superseded values are not recommended for survey control.
 MS0243
 MS0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0243.See file dsdata.pdf to determine how the superseded data were derived.
 MS0243
 MS0243_MARKER: DB = BENCH MARK DISK
 MS0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0243_STAMPING: FF 89 1960
 MS0243_MARK LOGO: CGS
 MS0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0243+STABILITY: SURFACE MOTION
 MS0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0243+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2013
 MS0243
 MS0243  HISTORY     - Date     Condition        Report By
 MS0243  HISTORY     - 1962     MONUMENTED       CGS
 MS0243  HISTORY     - 20131031 GOOD             GEOCAC
 MS0243
 MS0243                          STATION DESCRIPTION
 MS0243
 MS0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MS0243'7.2 MI W FROM SNOWVILLE.
 MS0243'7.2 MILES WEST ON U.S. HIGHWAY 30S FROM THE NELSON CAFE AT SNOWVILLE,
 MS0243'55 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.7 FEET EAST OF A
 MS0243'METAL WITNESS POST WITH SIGN, 0.9 FOOT NORTH OF A FENCE LINE, SET IN A
 MS0243'CYLINDRICAL CONCRETE POST PROJECTING 8 INCHES.
 MS0243
 MS0243                          STATION RECOVERY (2013)
 MS0243
 MS0243'RECOVERY NOTE BY GEOCACHING 2013 (BRB)
 MS0243'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DH5738 ***********************************************************************
 DH5738  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5738  DESIGNATION -  FH 6
 DH5738  PID         -  DH5738
 DH5738  STATE/COUNTY-  UT/KANE
 DH5738  COUNTRY     -  US
 DH5738  USGS QUAD   -  BULLFROG (2017)
 DH5738
 DH5738                         *CURRENT SURVEY CONTROL
 DH5738  ______________________________________________________________________
 DH5738* NAD 83(2011) POSITION- 37 31 01.93688(N) 110 43 47.89066(W)   ADJUSTED
 DH5738* NAD 83(2011) ELLIP HT-  1125.903 (meters)        (06/27/12)   ADJUSTED
 DH5738* NAD 83(2011) EPOCH   -  2010.00
 DH5738* NAVD 88 ORTHO HEIGHT -  1148.32  (meters)     3767.4   (feet) GPS OBS
 DH5738  ______________________________________________________________________
 DH5738  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DH5738  GEOID HEIGHT    -        -22.397 (meters)                     GEOID09
 DH5738  GEOID HEIGHT    -        -22.343 (meters)                     GEOID18
 DH5738  NAD 83(2011) X  - -1,793,229.945 (meters)                     COMP
 DH5738  NAD 83(2011) Y  - -4,738,148.529 (meters)                     COMP
 DH5738  NAD 83(2011) Z  -  3,863,764.507 (meters)                     COMP
 DH5738  LAPLACE CORR    -          1.31  (seconds)                    DEFLEC18
 DH5738
 DH5738  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5738  Standards:
 DH5738         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5738            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5738  -------------------------------------------------------------------
 DH5738  NETWORK    0.25   0.65           0.11   0.09   0.33      0.02244172
 DH5738  -------------------------------------------------------------------
 DH5738  Click here for local accuracies and other accuracy information.
 DH5738
 DH5738.The horizontal coordinates were established by GPS observations
 DH5738.and adjusted by the National Geodetic Survey in June 2012.
 DH5738
 DH5738.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5738.been affixed to the stable North American tectonic plate. See 
 DH5738.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5738
 DH5738.The horizontal coordinates are valid at the epoch date displayed above
 DH5738.which is a decimal equivalence of Year/Month/Day.
 DH5738
 DH5738.The orthometric height was determined by GPS observations and a
 DH5738.high-resolution geoid model using precise GPS observation and
 DH5738.processing techniques.
 DH5738
 DH5738.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5738.GEOID18 height accuracy estimate available here.
 DH5738
 DH5738.Click photographs - Photos may exist for this station.
 DH5738
 DH5738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5738
 DH5738.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5738
 DH5738.The ellipsoidal height was determined by GPS observations
 DH5738.and is referenced to NAD 83.
 DH5738
 DH5738. The following values were computed from the NAD 83(2011) position.
 DH5738
 DH5738;                    North         East     Units Scale Factor Converg.
 DH5738;SPC UT S     - 3,094,675.530   568,071.302   MT  0.99996208   +0 28 18.4
 DH5738;SPC UT S     -10,153,114.63  1,863,747.26   sFT  0.99996208   +0 28 18.4
 DH5738;UTM  12      - 4,152,284.323   523,862.550   MT  0.99960701   +0 09 52.0
 DH5738
 DH5738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5738!SPC UT S     -   0.99982335  x   0.99996208  =   0.99978544
 DH5738!UTM  12      -   0.99982335  x   0.99960701  =   0.99943043
 DH5738
 DH5738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2386252284(NAD 83)
 DH5738
 DH5738                          SUPERSEDED SURVEY CONTROL
 DH5738
 DH5738  NAD 83(2007)-  37 31 01.93632(N)    110 43 47.89097(W) AD(2002.00) 0
 DH5738  ELLIP H (02/10/07) 1125.926  (m)                       GP(2002.00)    
 DH5738  NAD 83(1994)-  37 31 01.93611(N)    110 43 47.89080(W) AD(       ) A
 DH5738  ELLIP H (05/31/05) 1125.933  (m)                       GP(       ) 3 2
 DH5738  NAVD 88 (05/31/05) 1148.36   (m)  GEOID03  model used  GPS OBS        
 DH5738
 DH5738.Superseded values are not recommended for survey control.
 DH5738
 DH5738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5738.See file dsdata.pdf to determine how the superseded data were derived.
 DH5738
 DH5738_MARKER: DD = SURVEY DISK
 DH5738_SETTING: 66 = SET IN ROCK OUTCROP
 DH5738_STAMPING: FH 6
 DH5738_MARK LOGO: USDOT
 DH5738_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH5738+STABILITY: POSITION/ELEVATION WELL
 DH5738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5738+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2006
 DH5738
 DH5738  HISTORY     - Date     Condition        Report By
 DH5738  HISTORY     - 20041115 MONUMENTED       NGS
 DH5738  HISTORY     - 20060510 GOOD             NGS
 DH5738
 DH5738                          STATION DESCRIPTION
 DH5738
 DH5738'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004 (DHM)
 DH5738'THE STATIONS IS A FEDERAL DOT HIGHWAYS DISK SET IN A SANDSTONE OUTCROP
 DH5738'NEAR THE DEFIANCE HOUSE LODGE AT BULL FROG MARINA, UT ON THE NORTHERLY
 DH5738'SHORE OF LAKE POWELL.  THE STATION IS TOWARD THE LAKE, SSE FROM THE
 DH5738'RESTAURANT, AT THE EDGE OF THE BARE OUTCROP AND OVERLOOKS THE LAUNCH
 DH5738'RAMP BELOW.
 DH5738'
 DH5738'TO REACH THE STATION FROM THE FEE/ENTRANCE STATION FOR GLEN CANYON
 DH5738'NATIONAL RECREATION AREA ON UTAH HIGHWAY 267, PROCEED SOUTH 1.15 MILES
 DH5738'TO A RIGHT TURN JUST BEYOND THE VISITORS CENTER.  TURN RIGHT (NW) AND
 DH5738'PROCEED 0.28 MILES TO A LEFT TURN, TURN LEFT (SOUTH) AND PROCEED 0.35
 DH5738'MILES TO A RIGHT TURN, TURN RIGHT (SW) AND PROCEED 0.43 MILES TO THE
 DH5738'SERVICE/FREIGHT DOCK OF THE ANASAZI RESTAURANT AND THE STATION.
 DH5738'
 DH5738'THE STATION IS ON A MAGNETIC BEARING OF 150 DEGREES FROM THE MOST
 DH5738'SOUTHERLY / SOUTHEASTERN CORNER OF THE RESTAURANT, 32.5 M FROM THE
 DH5738'MOST SOUTHERLY CORNER OF THE  WOOD DECK OF THE RESTAURANT, 8.08 M ON
 DH5738'MAGNETIC BEARING 250 DEGREES FROM THE MOST SOUTHERLY SEWER MANHOLE
 DH5738'COVER (THE FIFTH IN A LINE OF 5 MAN HOLES).
 DH5738
 DH5738                          STATION RECOVERY (2006)
 DH5738
 DH5738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 DH5738'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0453 ***********************************************************************
 JN0453  DESIGNATION -  FIDDLER
 JN0453  PID         -  JN0453
 JN0453  STATE/COUNTY-  UT/WAYNE
 JN0453  COUNTRY     -  US
 JN0453  USGS QUAD   -  BURR POINT (2017)
 JN0453
 JN0453                         *CURRENT SURVEY CONTROL
 JN0453  ______________________________________________________________________
 JN0453* NAD 83(1994) POSITION- 38 10 25.22595(N) 110 22 31.38715(W)   ADJUSTED
 JN0453* NAVD 88 ORTHO HEIGHT -  1741.4   (meters)     5713.    (feet) VERTCON3
 JN0453  ______________________________________________________________________
 JN0453  GEOID HEIGHT    -        -20.254 (meters)                     GEOID18
 JN0453  LAPLACE CORR    -          3.58  (seconds)                    DEFLEC18
 JN0453  HORZ ORDER      -  THIRD
 JN0453
 JN0453.The horizontal coordinates were established by classical geodetic methods
 JN0453.and adjusted by the National Geodetic Survey in November 1997.
 JN0453
 JN0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0453
 JN0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0453.GEOID18 height accuracy estimate available here.
 JN0453
 JN0453.Click photographs - Photos may exist for this station.
 JN0453
 JN0453.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0453
 JN0453. The following values were computed from the NAD 83(1994) position.
 JN0453
 JN0453;                    North         East     Units Scale Factor Converg.
 JN0453;SPC UT S     - 3,167,848.533   598,539.366   MT  0.99997436   +0 41 20.5
 JN0453;SPC UT S     -10,393,183.06  1,963,707.90   sFT  0.99997436   +0 41 20.5
 JN0453;UTM  12      - 4,225,269.097   554,710.175   MT  0.99963686   +0 23 09.8
 JN0453
 JN0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0453!SPC UT S     -   0.99973000  x   0.99997436  =   0.99970437
 JN0453!UTM  12      -   0.99973000  x   0.99963686  =   0.99936696
 JN0453
 JN0453:                Primary Azimuth Mark                     Grid Az
 JN0453:SPC UT S     -  BERT                                     259 40 13.1
 JN0453:UTM  12      -  BERT                                     259 58 23.8
 JN0453
 JN0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH5471025269(NAD 83)
 JN0453
 JN0453|---------------------------------------------------------------------|
 JN0453| PID    Reference Object                     Distance      Geod. Az  |
 JN0453|                                                           dddmmss.s |
 JN0453| JN0459 BERT                                APPROX. 7.6 KM 2602133.6 |
 JN0453|---------------------------------------------------------------------|
 JN0453
 JN0453                          SUPERSEDED SURVEY CONTROL
 JN0453
 JN0453  NAD 83(1986)-  38 10 25.21836(N)    110 22 31.38579(W) AD(       ) 3
 JN0453  NAD 27      -  38 10 25.27139(N)    110 22 28.87962(W) AD(       ) 3
 JN0453  NGVD 29 (07/19/86) 1740.4    (m)         5710.     (f) VERT ANG       
 JN0453
 JN0453.Superseded values are not recommended for survey control.
 JN0453
 JN0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0453.See file dsdata.pdf to determine how the superseded data were derived.
 JN0453
 JN0453
 JN0453  HISTORY     - Date     Condition        Report By
 JN0453  HISTORY     - 1952     MONUMENTED       USGS
 JN0453  HISTORY     - 1953     GOOD             USGS
 JN0453
 JN0453                          STATION DESCRIPTION
 JN0453
 JN0453'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JN0453'LOCATED ABOUT 26 MI. NNE. OF HITE, 5.5 MI. NE. OF INTERSECTION OF
 JN0453'POISON SPRING CANYON AND DIRTY DEVIL RIVER, 2.3 MI. NE. OF DIRTY DEVIL
 JN0453'RIVER ON WESTWARD ONE OF TWIN MESAS.
 JN0453'
 JN0453'STATION REACHED BY HELICOPTER.
 JN0453'
 JN0453'STATION MARK - STANDARD TABLET STAMPED ---TWIN 1952--- CEMENTED IN
 JN0453'BEDROCK.
 JN0453'
 JN0453'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---TWIN
 JN0453'NO.1 1952--- CEMENTED IN BEDROCK, 30.15 FT. FROM STATION MARK,
 JN0453'S 12 DEG 15 MIN W.
 JN0453'
 JN0453'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---TWIN
 JN0453'NO.2 1952--- CEMENTED IN BEDROCK, 13.88 FT. FROM STATION MARK,
 JN0453'N 71 DEG 07 MIN W.
 JN0453'
 JN0453'STATION FOUND AS DESCRIBED ALL MARKS FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0454 ***********************************************************************
 JN0454  DESIGNATION -  FIDDLER
 JN0454  PID         -  JN0454
 JN0454  STATE/COUNTY-  UT/GARFIELD
 JN0454  COUNTRY     -  US
 JN0454  USGS QUAD   -  FIDDLER BUTTE (2017)
 JN0454
 JN0454                         *CURRENT SURVEY CONTROL
 JN0454  ______________________________________________________________________
 JN0454* NAD 83(1994) POSITION- 38 04 51.90554(N) 110 17 00.32686(W)   ADJUSTED
 JN0454* NAVD 88 ORTHO HEIGHT -  1948.8   (meters)     6394.    (feet) VERTCON3
 JN0454  ______________________________________________________________________
 JN0454  GEOID HEIGHT    -        -20.347 (meters)                     GEOID18
 JN0454  LAPLACE CORR    -          5.80  (seconds)                    DEFLEC18
 JN0454  HORZ ORDER      -  THIRD
 JN0454
 JN0454.The horizontal coordinates were established by classical geodetic methods
 JN0454.and adjusted by the National Geodetic Survey in November 1997.
 JN0454
 JN0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0454
 JN0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0454.GEOID18 height accuracy estimate available here.
 JN0454
 JN0454.Click photographs - Photos may exist for this station.
 JN0454
 JN0454.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0454
 JN0454. The following values were computed from the NAD 83(1994) position.
 JN0454
 JN0454;                    North         East     Units Scale Factor Converg.
 JN0454;SPC UT S     - 3,157,673.305   606,730.312   MT  0.99996469   +0 44 43.4
 JN0454;SPC UT S     -10,359,799.83  1,990,581.03   sFT  0.99996469   +0 44 43.4
 JN0454;UTM  12      - 4,215,054.009   562,844.508   MT  0.99964864   +0 26 31.1
 JN0454
 JN0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0454!SPC UT S     -   0.99969749  x   0.99996469  =   0.99966219
 JN0454!UTM  12      -   0.99969749  x   0.99964864  =   0.99934623
 JN0454
 JN0454:                Primary Azimuth Mark                     Grid Az
 JN0454:SPC UT S     -  HAT                                      046 33 50.3
 JN0454:UTM  12      -  HAT                                      046 52 02.6
 JN0454
 JN0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH6284415054(NAD 83)
 JN0454
 JN0454|---------------------------------------------------------------------|
 JN0454| PID    Reference Object                     Distance      Geod. Az  |
 JN0454|                                                           dddmmss.s |
 JN0454| JN0449 HAT                                 APPROX.11.0 KM 0471833.7 |
 JN0454|---------------------------------------------------------------------|
 JN0454
 JN0454                          SUPERSEDED SURVEY CONTROL
 JN0454
 JN0454  NAD 83(1986)-  38 04 51.89818(N)    110 17 00.32629(W) AD(       ) 3
 JN0454  NAD 27      -  38 04 51.94848(N)    110 16 57.82867(W) AD(       ) 3
 JN0454  NGVD 29 (07/19/86) 1947.8    (m)         6390.     (f) VERT ANG       
 JN0454
 JN0454.Superseded values are not recommended for survey control.
 JN0454
 JN0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0454.See file dsdata.pdf to determine how the superseded data were derived.
 JN0454
 JN0454_MARKER: DB = BENCH MARK DISK
 JN0454_SETTING: 80 = SET IN A BOULDER
 JN0454_STAMPING: FIDDLER 1952
 JN0454_MARK LOGO: USGS
 JN0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0454+STABILITY: SURFACE MOTION
 JN0454
 JN0454  HISTORY     - Date     Condition        Report By
 JN0454  HISTORY     - 1952     MONUMENTED       USGS
 JN0454  HISTORY     - 1953     GOOD             USGS
 JN0454
 JN0454                          STATION DESCRIPTION
 JN0454
 JN0454'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JN0454'LOCATED ABOUT 30 MI. SE. OF HANKSVILLE, 19.0 MI. NNE. OF HITE, 6.5 MI.
 JN0454'ESE. OF CONFLUENCE OF POISON SPRING CANYON AND DIRTY DEVIL RIVER AND
 JN0454'3.0 MI. E. OF LARGE, LONE MESA ON SMALL MESA THAT IS ON TOP OF AND
 JN0454'ABOUT 1.0 MI. E. OF W. END OF MESA LIKE RIDGE.
 JN0454'
 JN0454'STATION REACHED BY HELICOPTER.
 JN0454'
 JN0454'STATION MARK - STANDARD TABLET STAMPED ---FIDDLER 1952--- CEMENTED IN
 JN0454'BOULDER.
 JN0454'
 JN0454'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED NO.1,
 JN0454'1952--- CEMENTED IN ROCK OUTCROP, 53.05 FT. FROM STATION MARK,
 JN0454'N 07 DEG 06 MIN E.
 JN0454'
 JN0454'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED --- NO.2
 JN0454'1952--- CEMENTED IN ROCK OUTCROP, 53.13 FT. FROM STATION MARK,
 JN0454'S 79 DEG 13 MIN E.
 JN0454'
 JN0454'STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD
 JN0454'CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0756 ***********************************************************************
 LO0756  DESIGNATION -  FIFTH
 LO0756  PID         -  LO0756
 LO0756  STATE/COUNTY-  UT/UTAH
 LO0756  COUNTRY     -  US
 LO0756  USGS QUAD   -  RAYS VALLEY (2017)
 LO0756
 LO0756                         *CURRENT SURVEY CONTROL
 LO0756  ______________________________________________________________________
 LO0756* NAD 83(1994) POSITION- 40 07 26.00119(N) 111 15 11.47577(W)   ADJUSTED
 LO0756* NAVD 88 ORTHO HEIGHT -  2452.8   (meters)     8047.    (feet) VERTCON3
 LO0756  ______________________________________________________________________
 LO0756  GEOID HEIGHT    -        -15.852 (meters)                     GEOID18
 LO0756  LAPLACE CORR    -          4.61  (seconds)                    DEFLEC18
 LO0756  HORZ ORDER      -  FIRST
 LO0756
 LO0756.The horizontal coordinates were established by classical geodetic methods
 LO0756.and adjusted by the National Geodetic Survey in November 1997.
 LO0756
 LO0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0756
 LO0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0756.GEOID18 height accuracy estimate available here.
 LO0756
 LO0756.Click photographs - Photos may exist for this station.
 LO0756
 LO0756.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0756
 LO0756. The following values were computed from the NAD 83(1994) position.
 LO0756
 LO0756;                    North         East     Units Scale Factor Converg.
 LO0756;SPC UT C     - 2,198,815.226   521,036.226   MT  0.99991150   +0 09 29.2
 LO0756;SPC UT C     - 7,213,946.29  1,709,433.02   sFT  0.99991150   +0 09 29.2
 LO0756;UTM  12      - 4,441,538.575   478,427.069   MT  0.99960573   -0 09 47.4
 LO0756
 LO0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0756!SPC UT C     -   0.99961785  x   0.99991150  =   0.99952938
 LO0756!UTM  12      -   0.99961785  x   0.99960573  =   0.99922373
 LO0756
 LO0756:                Primary Azimuth Mark                     Grid Az
 LO0756:SPC UT C     -  DD 54                                    045 25 13.8
 LO0756:UTM  12      -  DD 54                                    045 44 30.4
 LO0756
 LO0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK7842741538(NAD 83)
 LO0756
 LO0756|---------------------------------------------------------------------|
 LO0756| PID    Reference Object                     Distance      Geod. Az  |
 LO0756|                                                           dddmmss.s |
 LO0756| LO0433 DD 54                               APPROX. 3.3 KM 0453443.0 |
 LO0756| CM5577 FIFTH RM 1                            8.072 METERS 16839     |
 LO0756| CM5578 FIFTH RM 2                            6.416 METERS 31629     |
 LO0756|---------------------------------------------------------------------|
 LO0756
 LO0756                          SUPERSEDED SURVEY CONTROL
 LO0756
 LO0756  NAD 83(1993)-  40 07 26.00054(N)    111 15 11.47366(W) AD(       ) 1
 LO0756  NAD 83(1986)-  40 07 25.98990(N)    111 15 11.46759(W) AD(       ) 1
 LO0756  NAD 27      -  40 07 26.14800(N)    111 15 08.84300(W) AD(       ) 1
 LO0756  NGVD 29 (07/19/86) 2451.5    (m)         8043.     (f) VERT ANG       
 LO0756
 LO0756.Superseded values are not recommended for survey control.
 LO0756
 LO0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0756.See file dsdata.pdf to determine how the superseded data were derived.
 LO0756
 LO0756_MARKER: DS = TRIANGULATION STATION DISK
 LO0756_SETTING: 80 = SET IN A BOULDER
 LO0756_STAMPING: FIFTH 1947
 LO0756_MARK LOGO: CGS
 LO0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0756+STABILITY: SURFACE MOTION
 LO0756
 LO0756  HISTORY     - Date     Condition        Report By
 LO0756  HISTORY     - 1947     MONUMENTED       CGS
 LO0756
 LO0756                          STATION DESCRIPTION
 LO0756
 LO0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LO0756'STATION IS LOCATED AT EXTREME SOUTHWEST END OF A LOW RIDGE,
 LO0756'WHICH IS COVERED WITH OAK BRUSH ON SOUTHERN SLOPE AND SCATTERED
 LO0756'PINE ON NORTHERN SLOPE.  BETWEEN TWO SHORT TRIBUTARIES OF
 LO0756'FIFTH WATER AND NEAR THE HEAD OF FIFTH WATER CREEK.  APPROXIMATELY
 LO0756'24 MILES AIRLINE SOUTHEAST OF PROVO.  21 MILES AIRLINE EAST
 LO0756'OF SPANISH FORK.  16 MILES AIRLINE NORTHEAST OF THISTLE.
 LO0756'SET FLUSH WITH GROUND AND STAMPED--FIFTH 1947.
 LO0756'
 LO0756'REFERENCE MARK NO. 1 IS APPROXIMATELY 4 FEET LOWER THAN STATION,
 LO0756'SET FLUSH WITH GROUND, AND STAMPED--FIFTH NO 1 1947.
 LO0756'
 LO0756'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN
 LO0756'STATION, PROJECTS 6 INCHES, AND STAMPED--FIFTH NO 2 1947.
 LO0756'
 LO0756'AZIMUTH MARK IS A U.S.C. AND G.S. BENCH MARK LOCATED 14 PACES
 LO0756'EAST OF INTERSECTION OF CROSSROADS, 5 PACES SOUTHEAST OF
 LO0756'SIGN STRAWBERRY DIVIDE GAME PRESERVE, ELEV. 8100 FEET, SET
 LO0756'IN 10 INCH SQUARE CEMENT BLOCK, WHICH PROJECTS 8 INCHES,
 LO0756'AND STAMPED--DD 54 1934.
 LO0756'
 LO0756'TO REACH FROM SPANISH FORK AT JUNCTION OF HIGHWAYS 91 AND
 LO0756'6, GO EAST ON HIGHWAY 6 FOR 4.2 MILES TO JUNCTION OF HIGHWAYS
 LO0756'50 AND 89 WITH HIGHWAY 6, CONTINUE ON HIGHWAY FOR 6.2 MILES
 LO0756'IN A GRADED ROAD ON LEFT.  TURN LEFT AND FOLLOW MAIN ROAD UP
 LO0756'DIAMOND FORK CREEK FOR 5.1 MILES TO A MONUMENT ON LEFT,
 LO0756'COMMEMORATING BATTLE OF DIAMOND FORK.  CONTINUE STRAIGHT
 LO0756'AHEAD FOR 0.15 MILE TO FORKS.  TAKE RIGHT FORK AND GO 0.35
 LO0756'MILE TO SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD FOR 2.1 MILES
 LO0756'TO SIDE ROAD RIGHT WITH BRIDGE CROSSING.  CONTINUE STRAIGHT
 LO0756'AHEAD ON MAIN TRAVELED ROAD FOR 5.9 MILES TO HAWTHORNE FOREST
 LO0756'CAMP ON LEFT.  CONTINUE STRAIGHT AHEAD FOR 1.1 MILE TO FORKS AND
 LO0756'SIGN STRAWBERRY RES. 14.  TAKE RIGHT FORK AND GO 3.95 MILES TO
 LO0756'FORK AND SIGN DIP VAT CANYON FOREST CAMP 1/2.  TAKE RIGHT
 LO0756'FORK AND GO 2.05 MILES TO SIDE ROAD RIGHT AND SIGN WEST
 LO0756'PORTAL 1/2.  CONTINUE STRAIGHT AHEAD FOR 2.6 MILES TO
 LO0756'CROSSROADS AT SUMMIT AND SIGN STRAWBERRY DIVIDE GAME
 LO0756'PRESERVE, ELEV. 8100 FEET.  (AZIMUTH MARK IS AT THIS POINT AS
 LO0756'DESCRIBED ABOVE) TAKE ROAD TO RIGHT AND FOLLOW DUGWAY ROAD
 LO0756'FOR 0.55 MILE TO FORKS.  TAKE RIGHT FORK, DOWN HILL, AND GO 0.7
 LO0756'MILE TO END OF TRUCK TRAVEL WHERE ROAD CROSSES RIDGE.  WITH
 LO0756'A FOUR WHEEL DRIVE TRUCK IT IS POSSIBLE TO DRIVE FURTHER,
 LO0756'BY GOING WEST UP SHORT, STEEP HILL TO TOP OF RIDGE, THEN
 LO0756'ALONG RIDGE FOR APPROXIMATELY 0.7 MILE TO A STEEP DROP
 LO0756'AND END OF TRUCK TRAVEL (THE UNDERBRUSH IS VERY THICK ALONG
 LO0756'RIDGE, AND WAY JUST HAS TO BE PICKED THROUGH IT,
 LO0756'KEEPING ON TOP OF RIDGE).  FROM END OF TRUCK TRAVEL PACK DOWN
 LO0756'ACROSS SMALL SADDLE THEN UP SLOPE IN SOUTHWESTERLY DIRECTION
 LO0756'TO SOUTHWEST END OF RIDGE AND STATION AS DESCRIBED ABOVE.
 LO0756'A 15 MINUTE PACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0543 ***********************************************************************
 HO0543  DESIGNATION -  FINDLAY
 HO0543  PID         -  HO0543
 HO0543  STATE/COUNTY-  UT/KANE
 HO0543  COUNTRY     -  US
 HO0543  USGS QUAD   -  SKUTUMPAH CREEK (2017)
 HO0543
 HO0543                         *CURRENT SURVEY CONTROL
 HO0543  ______________________________________________________________________
 HO0543* NAD 83(1994) POSITION- 37 20 24.31082(N) 112 15 01.41164(W)   ADJUSTED
 HO0543* NAVD 88 ORTHO HEIGHT -  2067.    (meters)     6781.    (feet) SCALED
 HO0543  ______________________________________________________________________
 HO0543  GEOID HEIGHT    -        -21.231 (meters)                     GEOID18
 HO0543  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 HO0543  HORZ ORDER      -  FIRST
 HO0543
 HO0543.The horizontal coordinates were established by classical geodetic methods
 HO0543.and adjusted by the National Geodetic Survey in November 1997.
 HO0543
 HO0543.The orthometric height was scaled from a topographic map.
 HO0543
 HO0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0543.GEOID18 height accuracy estimate available here.
 HO0543
 HO0543.Click photographs - Photos may exist for this station.
 HO0543
 HO0543.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0543
 HO0543. The following values were computed from the NAD 83(1994) position.
 HO0543
 HO0543;                    North         East     Units Scale Factor Converg.
 HO0543;SPC UT S     - 3,075,005.021   433,506.966   MT  0.99998113   -0 27 35.1
 HO0543;SPC UT S     -10,088,578.97  1,422,264.10   sFT  0.99998113   -0 27 35.1
 HO0543;UTM  12      - 4,133,333.464   389,240.137   MT  0.99975111   -0 45 30.6
 HO0543
 HO0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0543!SPC UT S     -   0.99967904  x   0.99998113  =   0.99966017
 HO0543!UTM  12      -   0.99967904  x   0.99975111  =   0.99943023
 HO0543
 HO0543:                Primary Azimuth Mark                     Grid Az
 HO0543:SPC UT S     -  FINDLAY AZ MK                            120 54 14.1
 HO0543:UTM  12      -  FINDLAY AZ MK                            121 12 09.6
 HO0543
 HO0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG8924033333(NAD 83)
 HO0543
 HO0543|---------------------------------------------------------------------|
 HO0543| PID    Reference Object                     Distance      Geod. Az  |
 HO0543|                                                           dddmmss.s |
 HO0543| CH2274 FINDLAY AZ MK                                      1202639.0 |
 HO0543| CH2275 FINDLAY RM 1                          3.403 METERS 15834     |
 HO0543| CH2276 FINDLAY RM 2                          8.128 METERS 22302     |
 HO0543|---------------------------------------------------------------------|
 HO0543
 HO0543                          SUPERSEDED SURVEY CONTROL
 HO0543
 HO0543  NAD 83(1992)-  37 20 24.30879(N)    112 15 01.41231(W) AD(       ) 1
 HO0543  NAD 83(1986)-  37 20 24.30807(N)    112 15 01.41159(W) AD(       ) 1
 HO0543  NAD 27      -  37 20 24.38000(N)    112 14 58.71400(W) AD(       ) 1
 HO0543
 HO0543.Superseded values are not recommended for survey control.
 HO0543
 HO0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0543.See file dsdata.pdf to determine how the superseded data were derived.
 HO0543
 HO0543_MARKER: DS = TRIANGULATION STATION DISK
 HO0543_SETTING: 66 = SET IN ROCK OUTCROP
 HO0543_STAMPING: FINDLAY 1938
 HO0543_MARK LOGO: CGS
 HO0543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0543+STABILITY: POSITION/ELEVATION WELL
 HO0543
 HO0543  HISTORY     - Date     Condition        Report By
 HO0543  HISTORY     - 1938     MONUMENTED       CGS
 HO0543  HISTORY     - 1964     GOOD             USGS
 HO0543
 HO0543                          STATION DESCRIPTION
 HO0543
 HO0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0543'ABOUT 25 MILES NORTHEAST OF KANAB, UTAH, ON THE SUMMIT OF A
 HO0543'NARROW RIDGE COVERED WITH PINON AND CEDAR TREES.  THE RIDGE RUNS
 HO0543'IN A NORTH AND SOUTH DIRECTION AND THE STATION IS NEAR THE NORTH
 HO0543'END.  REFERENCE MARK NO. 1 IS SOUTH OF AND ABOUT ONE FOOT HIGHER
 HO0543'IN ELEVATION.  REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF AND ABOUT
 HO0543'THREE FEET LOWER IN ELEVATION.  AZIMUTH MARK IS A STANDARD
 HO0543'REFERENCE MARK STAMPED FINDLAY 1938 AZI WELDED IN THE TOP OF
 HO0543'A 3-INCH IRON PIPE SUNK SECURELY IN THE GROUND.  IT IS ABOUT
 HO0543'0.8 MILE EAST OF THE STATION AND ABOUT 25 FEET NORTH OF THE
 HO0543'ROAD AT THE BOTTOM OF THE RIDGE.
 HO0543'
 HO0543'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 HO0543'REFERENCE MARKS ARE STANDARD BRONZE DISKS
 HO0543'SET IN BEDROCK.
 HO0543'
 HO0543'STATION IS REACHED FROM KANAB, UTAH BY THE JOHNSON ROAD, EAST
 HO0543'FROM U.S. HIGHWAY 89 FOR 8.25 MILES TO A FORK.  THENCE TAKE LEFT
 HO0543'FORK ON GRADED ROAD UP JOHNSON CREEK CANYON FOR 17.6 MILES TO A
 HO0543'FORK.  THENCE TAKE RIGHT FORK, NORTHEAST 3.1 MILES TO A FORK
 HO0543'JUST OVER A BRIDGE.  THENCE TAKE RIGHT FORK FOR 0.25 MILE TO FORK
 HO0543'OPPOSITE RANCH TO RIGHT.  THENCE TAKE LEFT FORK NORTHEAST FOR
 HO0543'0.5 MILE TO A GATE.  CONTINUE NORTHEAST ON THE MAIN ROAD FOR
 HO0543'6.05 MILES TO WELL WITH GAS PUMP AND TROUGHS IN VALLEY.
 HO0543'THENCE CONTINUE ON ROAD UP VALLEY, NORTH FOR 1.45 MILES
 HO0543'TO SUMMIT OF GRADE, WHERE ROAD DESCENDS TO THE NORTH AND
 HO0543'EAST.  HERE LEAVE TRUCK AND PACK TO LEFT, NORTHWEST, TO THE
 HO0543'TOP OF RIDGE.  THENCE PACK NORTHWESTERLY ALONG THE RIDGE ABOUT
 HO0543'400 METERS TO ITS NORTHWESTERLY AND HIGHEST POINT.  THE
 HO0543'GENERAL COUNTRY CONTINUES HIGHER TO THE NORTH.
 HO0543
 HO0543                          STATION RECOVERY (1964)
 HO0543
 HO0543'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 HO0543'RECOVERED.
 HO0543'
 HO0543'STATION MARK--STANDARD BRONZE DISK, SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0368 ***********************************************************************
 KN0368  DESIGNATION -  FIR
 KN0368  PID         -  KN0368
 KN0368  STATE/COUNTY-  UT/UTAH
 KN0368  COUNTRY     -  US
 KN0368  USGS QUAD   -  TUCKER (2017)
 KN0368
 KN0368                         *CURRENT SURVEY CONTROL
 KN0368  ______________________________________________________________________
 KN0368* NAD 83(1994) POSITION- 39 59 54.04978(N) 111 14 36.97738(W)   ADJUSTED
 KN0368* NAVD 88 ORTHO HEIGHT -  2507.5   (meters)     8227.    (feet) VERTCON3
 KN0368  ______________________________________________________________________
 KN0368  GEOID HEIGHT    -        -15.964 (meters)                     GEOID18
 KN0368  LAPLACE CORR    -          3.69  (seconds)                    DEFLEC18
 KN0368  HORZ ORDER      -  THIRD
 KN0368
 KN0368.The horizontal coordinates were established by classical geodetic methods
 KN0368.and adjusted by the National Geodetic Survey in November 1997.
 KN0368
 KN0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0368
 KN0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0368.GEOID18 height accuracy estimate available here.
 KN0368
 KN0368.Click photographs - Photos may exist for this station.
 KN0368
 KN0368.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0368
 KN0368. The following values were computed from the NAD 83(1994) position.
 KN0368
 KN0368;                    North         East     Units Scale Factor Converg.
 KN0368;SPC UT C     - 2,184,879.217   521,892.944   MT  0.99990287   +0 09 51.3
 KN0368;SPC UT C     - 7,168,224.56  1,712,243.77   sFT  0.99990287   +0 09 51.3
 KN0368;UTM  12      - 4,427,602.184   479,205.453   MT  0.99960532   -0 09 23.7
 KN0368
 KN0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0368!SPC UT C     -   0.99960929  x   0.99990287  =   0.99951220
 KN0368!UTM  12      -   0.99960929  x   0.99960532  =   0.99921476
 KN0368
 KN0368:                Primary Azimuth Mark                     Grid Az
 KN0368:SPC UT C     -  THISTLE                                  029 57 07.9
 KN0368:UTM  12      -  THISTLE                                  030 16 22.9
 KN0368
 KN0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK7920527602(NAD 83)
 KN0368
 KN0368|---------------------------------------------------------------------|
 KN0368| PID    Reference Object                     Distance      Geod. Az  |
 KN0368|                                                           dddmmss.s |
 KN0368| LO0747 THISTLE                             APPROX. 6.7 KM 0300659.2 |
 KN0368|---------------------------------------------------------------------|
 KN0368
 KN0368                          SUPERSEDED SURVEY CONTROL
 KN0368
 KN0368  NAD 83(1993)-  39 59 54.04844(N)    111 14 36.97463(W) AD(       ) 3
 KN0368  NAD 83(1986)-  39 59 54.03812(N)    111 14 36.97018(W) AD(       ) 3
 KN0368  NAD 27      -  39 59 54.19423(N)    111 14 34.34362(W) AD(       ) 3
 KN0368  NGVD 29 (07/19/86) 2506.2    (m)         8222.     (f) VERT ANG       
 KN0368
 KN0368.Superseded values are not recommended for survey control.
 KN0368
 KN0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0368.See file dsdata.pdf to determine how the superseded data were derived.
 KN0368
 KN0368_MARKER: DD = SURVEY DISK
 KN0368_SETTING: 80 = SET IN A BOULDER
 KN0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0368+STABILITY: SURFACE MOTION
 KN0368
 KN0368  HISTORY     - Date     Condition        Report By
 KN0368  HISTORY     - 1937     MONUMENTED       USGS
 KN0368
 KN0368                          STATION DESCRIPTION
 KN0368
 KN0368'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 KN0368'LOCATED ABOUT 14 MI. AIR E. OF THISTLE, ABOUT 3 MI. N. OF HIGHWAYS
 KN0368'6 AND 50, ON THE N. SIDE OF WEST CANYON AND W. OF THE FORK ON A
 KN0368'BRUSHY HILL.
 KN0368'
 KN0368'STATION REACHED BY HELICOPTER.
 KN0368'
 KN0368'STATION MARK - A STANDARD BRONZE USGS TABLET STAMPED ---FIR 1938---,
 KN0368'SET IN A BOULDER FLUSH WITH GROUND.
 KN0368'
 KN0368'NOTE - REFERENCE MARKS ARE STANDARD TABLETS STAMPED ---NO.1--- AND
 KN0368'---NO.2--- (NO DISTANCE OR AZIMUTH GIVEN), WERE SEARCHED FOR AND NOT
 KN0368'FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0448 ***********************************************************************
 KO0448  DESIGNATION -  FISH
 KO0448  PID         -  KO0448
 KO0448  STATE/COUNTY-  UT/JUAB
 KO0448  COUNTRY     -  US
 KO0448  USGS QUAD   -  SAND PASS NW (2017)
 KO0448
 KO0448                         *CURRENT SURVEY CONTROL
 KO0448  ______________________________________________________________________
 KO0448* NAD 83(1994) POSITION- 39 43 30.88174(N) 113 26 24.35775(W)   ADJUSTED
 KO0448* NAVD 88 ORTHO HEIGHT -  2599.0   (meters)     8527.    (feet) VERTCON3
 KO0448  ______________________________________________________________________
 KO0448  GEOID HEIGHT    -        -19.321 (meters)                     GEOID18
 KO0448  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 KO0448  HORZ ORDER      -  THIRD
 KO0448
 KO0448.The horizontal coordinates were established by classical geodetic methods
 KO0448.and adjusted by the National Geodetic Survey in November 1997.
 KO0448
 KO0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0448
 KO0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0448.GEOID18 height accuracy estimate available here.
 KO0448
 KO0448.Click photographs - Photos may exist for this station.
 KO0448
 KO0448.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0448
 KO0448. The following values were computed from the NAD 83(1994) position.
 KO0448
 KO0448;                    North         East     Units Scale Factor Converg.
 KO0448;SPC UT C     - 2,156,331.502   333,694.907   MT  0.99990065   -1 14 34.0
 KO0448;SPC UT C     - 7,074,564.27  1,094,797.37   sFT  0.99990065   -1 14 34.0
 KO0448;UTM  12      - 4,400,109.831   290,869.750   MT  1.00013848   -1 33 36.2
 KO0448
 KO0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0448!SPC UT C     -   0.99959546  x   0.99990065  =   0.99949615
 KO0448!UTM  12      -   0.99959546  x   1.00013848  =   0.99973388
 KO0448
 KO0448:                Primary Azimuth Mark                     Grid Az
 KO0448:SPC UT C     -  SPIDER                                   263 36 00.8
 KO0448:UTM  12      -  SPIDER                                   263 55 03.0
 KO0448
 KO0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK9086900109(NAD 83)
 KO0448
 KO0448|---------------------------------------------------------------------|
 KO0448| PID    Reference Object                     Distance      Geod. Az  |
 KO0448|                                                           dddmmss.s |
 KO0448| KO0476 SPIDER                              APPROX.11.9 KM 2622126.8 |
 KO0448|---------------------------------------------------------------------|
 KO0448
 KO0448                          SUPERSEDED SURVEY CONTROL
 KO0448
 KO0448  NAD 83(1986)-  39 43 30.87701(N)    113 26 24.35370(W) AD(       ) 3
 KO0448  NAD 27      -  39 43 31.07823(N)    113 26 21.42099(W) AD(       ) 3
 KO0448  NGVD 29 (07/19/86) 2597.8    (m)         8523.     (f) VERT ANG       
 KO0448
 KO0448.Superseded values are not recommended for survey control.
 KO0448
 KO0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0448.See file dsdata.pdf to determine how the superseded data were derived.
 KO0448
 KO0448_MARKER: DD = SURVEY DISK
 KO0448_SETTING: 66 = SET IN ROCK OUTCROP
 KO0448_STAMPING: FISH 1952
 KO0448_MARK LOGO: USGS
 KO0448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0448+STABILITY: POSITION/ELEVATION WELL
 KO0448
 KO0448  HISTORY     - Date     Condition        Report By
 KO0448  HISTORY     - 1952     MONUMENTED       USGS
 KO0448
 KO0448                          STATION DESCRIPTION
 KO0448
 KO0448'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 KO0448'LOCATED ABOUT 10.0 MI. SE. OF BOYED STATION, 10.0 MI. SW. OF FISH
 KO0448'SPRINGS RANCH, ON THE HIGHEST TOP OF FISH SPRINGS MOUNTAIN RANGE.
 KO0448'
 KO0448'TO REACH FROM SAND PASS ON DELTA-CALLAO ROAD, DRIVE NW. FOR 10.2 MI.
 KO0448'ON MAIN RD. TO Y-RD., TURN RIGHT (NE.) 1.0 MI. TO CROSSROADS, GO
 KO0448'STRAIGHT AHEAD (E.) FOR 0.8 MI. TO CROSSROADS, GO STRAIGHT AHEAD (E.)
 KO0448'0.1 MI. TO Y-RD. BY DAM, TURN LEFT (N.) 2.4 MI. TO T-RD., TURN RIGHT
 KO0448'(E.) TOWARD MOUNTAIN ON TRAIL 1.5 MI. TO DIM CROSSROADS, GO STRAIGHT
 KO0448'AHEAD (E.) 2.7 MI. TO BASE OF MOUNTAIN AND END OF TRUCK TRAVEL.  PACK
 KO0448'E. UP RIDGE TO HIGHEST POINT AND STATION.  ABOUT 2-1/2 HOUR PACK.
 KO0448'
 KO0448'STATION MARK--STANDARD TABLET, STAMPED ---FISH 1952---, CEMENTED IN
 KO0448'ROCK OUTCROP, UNDER 4.2 FT. CAIRN.
 KO0448'
 KO0448'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, CEMENTED IN ROCK.
 KO0448'
 KO0448'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, CEMENTED IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0377 ***********************************************************************
 JN0377  DESIGNATION -  FISH LAKE
 JN0377  PID         -  JN0377
 JN0377  STATE/COUNTY-  UT/SEVIER
 JN0377  COUNTRY     -  US
 JN0377  USGS QUAD   -  FISH LAKE (2017)
 JN0377
 JN0377                         *CURRENT SURVEY CONTROL
 JN0377  ______________________________________________________________________
 JN0377* NAD 83(1994) POSITION- 38 36 28.93226(N) 111 44 21.83001(W)   ADJUSTED
 JN0377* NAVD 88 ORTHO HEIGHT -  3547.5   (meters)    11639.    (feet) VERTCON3
 JN0377  ______________________________________________________________________
 JN0377  GEOID HEIGHT    -        -17.310 (meters)                     GEOID18
 JN0377  LAPLACE CORR    -         15.71  (seconds)                    DEFLEC18
 JN0377  HORZ ORDER      -  SECOND
 JN0377
 JN0377.The horizontal coordinates were established by classical geodetic methods
 JN0377.and adjusted by the National Geodetic Survey in November 1997.
 JN0377
 JN0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0377
 JN0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0377.GEOID18 height accuracy estimate available here.
 JN0377
 JN0377.Click photographs - Photos may exist for this station.
 JN0377
 JN0377.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0377
 JN0377. The following values were computed from the NAD 83(1994) position.
 JN0377
 JN0377;                    North         East     Units Scale Factor Converg.
 JN0377;SPC UT C     - 2,030,526.969   479,145.349   MT  1.00012585   -0 09 12.1
 JN0377;SPC UT C     - 6,661,820.56  1,571,996.03   sFT  1.00012585   -0 09 12.1
 JN0377;UTM  12      - 4,273,540.673   435,622.155   MT  0.99965104   -0 27 41.0
 JN0377
 JN0377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0377!SPC UT C     -   0.99944641  x   1.00012585  =   0.99957219
 JN0377!UTM  12      -   0.99944641  x   0.99965104  =   0.99909764
 JN0377
 JN0377:                Primary Azimuth Mark                     Grid Az
 JN0377:SPC UT C     -  MONROE PEAK 13                           254 54 49.1
 JN0377:UTM  12      -  MONROE PEAK 13                           255 13 18.0
 JN0377
 JN0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH3562273540(NAD 83)
 JN0377
 JN0377|---------------------------------------------------------------------|
 JN0377| PID    Reference Object                     Distance      Geod. Az  |
 JN0377|                                                           dddmmss.s |
 JN0377| CM5579 FISH LAKE RM 1                        7.599 METERS 21450     |
 JN0377| JO0474 MONROE PEAK 13                      APPROX.30.2 KM 2544537.0 |
 JN0377| CM5580 FISH LAKE RM 2                       14.311 METERS 30450     |
 JN0377|---------------------------------------------------------------------|
 JN0377
 JN0377                          SUPERSEDED SURVEY CONTROL
 JN0377
 JN0377  NAD 83(1986)-  38 36 28.92649(N)    111 44 21.82695(W) AD(       ) 2
 JN0377  NAD 27      -  38 36 29.01540(N)    111 44 19.15041(W) AD(       ) 2
 JN0377  NGVD 29 (07/19/86) 3545.8    (m)        11633.     (f) VERT ANG       
 JN0377
 JN0377.Superseded values are not recommended for survey control.
 JN0377
 JN0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0377.See file dsdata.pdf to determine how the superseded data were derived.
 JN0377
 JN0377_MARKER: DB = BENCH MARK DISK
 JN0377_SETTING: 80 = SET IN A BOULDER
 JN0377_STAMPING: FISH LAKE 1968
 JN0377_MARK LOGO: USGS
 JN0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0377+STABILITY: SURFACE MOTION
 JN0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0377+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2019
 JN0377
 JN0377  HISTORY     - Date     Condition        Report By
 JN0377  HISTORY     - 1968     MONUMENTED       USGS
 JN0377  HISTORY     - 1969     GOOD             USGS
 JN0377  HISTORY     - 20190724 GOOD             INDIV
 JN0377
 JN0377                          STATION DESCRIPTION
 JN0377
 JN0377'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (ELS)
 JN0377'LOCATED ABOUT 10 MI. (AIRLINE) NE. OF KOOSHAREM.  ABOUT 11.2
 JN0377'MI. NE. OF FREMONT AT THE HIGHEST POINT OF A PROMINENT ROCKY
 JN0377'BUTTE.  NEAR THE E. EDGE OF THIS SPARSELY TIMBERED BUTTE.
 JN0377'
 JN0377'TO REACH FROM THE POST OFFICE IN LOA, UTAH DRIVE N. THEN W. ALONG
 JN0377'UTAH STATE HIGHWAY 24 FOR 7.65 MI. TO CROSSROADS.  TAKE RIGHT
 JN0377'FORK AND FOLLOW MAIN-TRAVELED GRADED RD. FOR 5.95 MI. TO UTAH
 JN0377'STATE HIGHWAY 25.  TURN RIGHT ONTO UTAH STATE HIGHWAY 25 AND GO
 JN0377'0.3 MI. TO T-RD. FORK ON LEFT.  TURN LEFT AS PER SIGN HANNOCK
 JN0377'FLAT 6 IN AND GO 1.7 MI. TO Y-RD. FORK.  KEEP RIGHT FORK AND GO
 JN0377'1.1 MI. TO DIM CROSSROADS.  CONTINUE STRAIGHT AHEAD FOR 3.1
 JN0377'MI. TO T-RD. FORK ON LEFT JUST PAST LOG CORRAL.  CONTINUE
 JN0377'STRAIGHT AHEAD ON MAIN-TRAVELED RD. FOR 1.05 MI. TO RD. FORK AT
 JN0377'SHARP CURVE.  TAKE RIGHT FORK AND GO 0.6 MI. TO Y-RD. FORK.
 JN0377'KEEP TO RIGHT FORK FOR 0.25 MI. TO HANCOCK SPRING.  CONTINUE
 JN0377'STRAIGHT AHEAD ON MAIN-TRAVELED RD. FOR 1.55 MI. TO Y-RD.
 JN0377'FORK.  TURN LEFT ONTO TRACK RD. AS PER SIGN GAHEW
 JN0377'SPR-FISHLAKE HIGH TOP MTN FOR 0.7 MI. TO Y-RD. FORK NEAR TOP
 JN0377'OF HILL.  KEEP LEFT FORK AND GO 2.9 MI. TO A POINT SE. OF A
 JN0377'ROCKY BUTTE.  DRIVE CROSS-COUNTRY TO BASE OF BUTTE AND END OF
 JN0377'TRUCK TRAVEL.  PROCEED N. TO HIGHEST POINT ON BUTTE AND
 JN0377'STATION.  ABOUT A 10-MIN. PACK.
 JN0377'
 JN0377'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED FISH LAKE 1968,
 JN0377'SET IN THE TOP OF A LARGE BOULDER PROJECTING ABOUT 10 FT. ABOVE
 JN0377'NATURAL GROUND.
 JN0377'
 JN0377'REFERENCE MARK NO. 1--A STANDARD BRONZE TABLET STAMPED NO 1
 JN0377'1968 SET IN TOP OF A LARGE BOULDER PROJECTING ABOUT 4 FT. ABOVE
 JN0377'NATURAL GROUND.
 JN0377'
 JN0377'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET STAMPED NO 2
 JN0377'1968 SET IN TOP OF THE FLAT SURFACE OF A LARGE BOULDER PROJECTING
 JN0377'ABOUT 3 FT. ABOVE NATURAL GROUND.
 JN0377
 JN0377                          STATION RECOVERY (1969)
 JN0377
 JN0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (TS)
 JN0377'RECOVERED AS DESCRIBED BY USGS, 1968.
 JN0377'
 JN0377'ALL MARKS IN GOOD CONDITION.
 JN0377'
 JN0377'REACHED BY HELICOPTER.  LANDING SITE JUST S. OF STATION MARK.
 JN0377
 JN0377                          STATION RECOVERY (2019)
 JN0377
 JN0377'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (TWG)
 JN0377'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0484 ***********************************************************************
 JM0484  DESIGNATION -  FISHER
 JM0484  PID         -  JM0484
 JM0484  STATE/COUNTY-  UT/GRAND
 JM0484  COUNTRY     -  US
 JM0484  USGS QUAD   -  FISHER TOWERS (2017)
 JM0484
 JM0484                         *CURRENT SURVEY CONTROL
 JM0484  ______________________________________________________________________
 JM0484* NAD 83(1994) POSITION- 38 40 21.21556(N) 109 16 36.27594(W)   ADJUSTED
 JM0484* NAVD 88 ORTHO HEIGHT -  2261.6   (meters)     7420.    (feet) VERTCON3
 JM0484  ______________________________________________________________________
 JM0484  GEOID HEIGHT    -        -19.227 (meters)                     GEOID18
 JM0484  LAPLACE CORR    -          5.71  (seconds)                    DEFLEC18
 JM0484  HORZ ORDER      -  THIRD
 JM0484
 JM0484.The horizontal coordinates were established by classical geodetic methods
 JM0484.and adjusted by the National Geodetic Survey in November 1997.
 JM0484
 JM0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0484
 JM0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0484.GEOID18 height accuracy estimate available here.
 JM0484
 JM0484.Click photographs - Photos may exist for this station.
 JM0484
 JM0484.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0484
 JM0484. The following values were computed from the NAD 83(1994) position.
 JM0484
 JM0484;                    North         East     Units Scale Factor Converg.
 JM0484;SPC UT C     - 2,040,067.206   693,477.183   MT  1.00010266   +1 25 27.0
 JM0484;SPC UT C     - 6,693,120.49  2,275,183.06   sFT  1.00010266   +1 25 27.0
 JM0484;UTM  12      - 4,281,850.156   649,910.140   MT  0.99987675   +1 04 37.2
 JM0484
 JM0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0484!SPC UT C     -   0.99964829  x   1.00010266  =   0.99975092
 JM0484!UTM  12      -   0.99964829  x   0.99987675  =   0.99952509
 JM0484
 JM0484:                Primary Azimuth Mark                     Grid Az
 JM0484:SPC UT C     -  ONION                                    342 18 37.3
 JM0484:UTM  12      -  ONION                                    342 39 27.1
 JM0484
 JM0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH4991081850(NAD 83)
 JM0484
 JM0484|---------------------------------------------------------------------|
 JM0484| PID    Reference Object                     Distance      Geod. Az  |
 JM0484|                                                           dddmmss.s |
 JM0484| JM0485 ONION                               APPROX. 6.2 KM 3434404.3 |
 JM0484|---------------------------------------------------------------------|
 JM0484
 JM0484                          SUPERSEDED SURVEY CONTROL
 JM0484
 JM0484  NAD 83(1986)-  38 40 21.20344(N)    109 16 36.27260(W) AD(       ) 3
 JM0484  NAD 27      -  38 40 21.27109(N)    109 16 33.86077(W) AD(       ) 3
 JM0484  NGVD 29 (07/19/86) 2260.4    (m)         7416.     (f) VERT ANG       
 JM0484
 JM0484.Superseded values are not recommended for survey control.
 JM0484
 JM0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0484.See file dsdata.pdf to determine how the superseded data were derived.
 JM0484
 JM0484_MARKER: DB = BENCH MARK DISK
 JM0484_SETTING: 66 = SET IN ROCK OUTCROP
 JM0484_STAMPING: FISHER 1954
 JM0484_MARK LOGO: USGS
 JM0484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0484+STABILITY: POSITION/ELEVATION WELL
 JM0484
 JM0484  HISTORY     - Date     Condition        Report By
 JM0484  HISTORY     - 1954     MONUMENTED       USGS
 JM0484
 JM0484                          STATION DESCRIPTION
 JM0484
 JM0484'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0484'LOCATED ABOUT 16 MI. ENE. OF MOAB, 5 MI. N. OF CASTLETON AND 4 MI.
 JM0484'WSW. OF TAYLOR RANCH IN FISHER VALLEY, ON E. RIM OF FISHER MESA AT
 JM0484'HIGH POINT IN RIM LINE.
 JM0484'
 JM0484'STATION REACHED BY HELICOPTER.
 JM0484'
 JM0484'STATION MARK--STANDARD TABLET STAMPED ---FISHER 1954--- CEMENTED
 JM0484'IN TOP OF LARGE SANDSTONE LEDGE.
 JM0484'
 JM0484'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER ON LIMB OF TOPPED PINE
 JM0484'TREE, 32.78 FT. FROM STATION MARK, S 49 DEG 39 MIN W.
 JM0484'
 JM0484'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN TOPPED PINE TREE,
 JM0484'22.51 FT. FROM STATION MARK, N 19 DEG 57 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0391 ***********************************************************************
 KN0391  DESIGNATION -  FLAGSTAFF
 KN0391  PID         -  KN0391
 KN0391  STATE/COUNTY-  UT/SANPETE
 KN0391  COUNTRY     -  US
 KN0391  USGS QUAD   -  FLAGSTAFF PEAK (2017)
 KN0391
 KN0391                         *CURRENT SURVEY CONTROL
 KN0391  ______________________________________________________________________
 KN0391* NAD 83(1994) POSITION- 39 04 12.95624(N) 111 18 43.13500(W)   ADJUSTED
 KN0391  ______________________________________________________________________
 KN0391  GEOID HEIGHT    -        -16.606 (meters)                     GEOID18
 KN0391  LAPLACE CORR    -         -6.43  (seconds)                    DEFLEC18
 KN0391  HORZ ORDER      -  THIRD
 KN0391
 KN0391.The horizontal coordinates were established by classical geodetic methods
 KN0391.and adjusted by the National Geodetic Survey in November 1997.
 KN0391
 KN0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0391.GEOID18 height accuracy estimate available here.
 KN0391
 KN0391.Click photographs - Photos may exist for this station.
 KN0391
 KN0391.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0391
 KN0391. The following values were computed from the NAD 83(1994) position.
 KN0391
 KN0391;                    North         East     Units Scale Factor Converg.
 KN0391;SPC UT C     - 2,081,831.933   516,270.986   MT  0.99998720   +0 07 13.6
 KN0391;SPC UT C     - 6,830,143.60  1,693,799.06   sFT  0.99998720   +0 07 13.6
 KN0391;UTM  12      - 4,324,620.393   473,011.649   MT  0.99960897   -0 11 47.9
 KN0391
 KN0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ7301124620(NAD 83)
 KN0391
 KN0391                          SUPERSEDED SURVEY CONTROL
 KN0391
 KN0391  NAD 83(1986)-  39 04 12.94610(N)    111 18 43.13660(W) AD(       ) 3
 KN0391  NAD 27      -  39 04 13.08000(N)    111 18 40.43000(W) AD(       ) 3
 KN0391  USSD        -  39 04 13.80000(N)    111 18 41.09000(W) AD(       ) 3
 KN0391
 KN0391.Superseded values are not recommended for survey control.
 KN0391
 KN0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0391.See file dsdata.pdf to determine how the superseded data were derived.
 KN0391
 KN0391_MARKER: 83 = FLAGSTAFF
 KN0391
 KN0391  HISTORY     - Date     Condition        Report By
 KN0391  HISTORY     - 1919     FIRST OBSERVED   USFS
 KN0391  HISTORY     - 20210625 SEE DESCRIPTION  INDIV
 KN0391
 KN0391                          STATION DESCRIPTION
 KN0391
 KN0391'DESCRIBED BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 KN0391'TO REACH FROM THE CENTER OF FERRON UTAH, TAKE THE FERRON CANYON ROAD
 KN0391'WEST, UP THE CANYON, FOR 13.9 MI (22.4 KM), THEN TURN LEFT ONTO FOREST
 KN0391'SERVICE ROAD 0043 AND GO 5.2 MI (8.4 KM) TO A T INTERSECTION.  TURN
 KN0391'LEFT AND GO ABOUT 500 FT (152.4 M).  FROM HERE HIKE NORTHEAST TO GAIN
 KN0391'THE RIDGE TO FLAGSTAFF PEAK.  ONCE ON THE RIDGE, STAY ON THE SOUTH
 KN0391'SIDE OF THE FENCE AND CONTINUE TO THE TOP AND STATION.
 KN0391'
 KN0391'NO DISCS OR DRILL HOLES WERE FOUND.  THE TOP OF THE PEAK WHERE THE
 KN0391'MARK IS LOCATED IS CRUMBLING AND ERODING AWAY.  THE ENTIRE AREA IS
 KN0391'MADE UP OF UNSTABLE AND LOOSE ROCKS.  THE ONLY INDICATION THAT THIS
 KN0391'WAS A STATION ARE THE REMAINING WOODEN SLATS WIRED IN THE FORM OF A
 KN0391'CROSS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0414 ***********************************************************************
 KO0414  DESIGNATION -  FLANDRO
 KO0414  PID         -  KO0414
 KO0414  STATE/COUNTY-  UT/MILLARD
 KO0414  COUNTRY     -  US
 KO0414  USGS QUAD   -  HOLDEN (2017)
 KO0414
 KO0414                         *CURRENT SURVEY CONTROL
 KO0414  ______________________________________________________________________
 KO0414* NAD 83(1994) POSITION- 39 02 09.89652(N) 112 19 34.25274(W)   ADJUSTED
 KO0414* NAVD 88 ORTHO HEIGHT -  1718.0   (meters)     5636.    (feet) VERTCON3
 KO0414  ______________________________________________________________________
 KO0414  GEOID HEIGHT    -        -18.767 (meters)                     GEOID18
 KO0414  LAPLACE CORR    -         10.64  (seconds)                    DEFLEC18
 KO0414  HORZ ORDER      -  FIRST
 KO0414
 KO0414.The horizontal coordinates were established by classical geodetic methods
 KO0414.and adjusted by the National Geodetic Survey in November 1997.
 KO0414
 KO0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0414
 KO0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0414.GEOID18 height accuracy estimate available here.
 KO0414
 KO0414.Click photographs - Photos may exist for this station.
 KO0414
 KO0414.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0414
 KO0414. The following values were computed from the NAD 83(1994) position.
 KO0414
 KO0414;                    North         East     Units Scale Factor Converg.
 KO0414;SPC UT C     - 2,078,350.325   428,468.604   MT  0.99999526   -0 31 45.2
 KO0414;SPC UT C     - 6,818,721.02  1,405,734.08   sFT  0.99999526   -0 31 45.2
 KO0414;UTM  12      - 4,321,617.394   385,219.840   MT  0.99976222   -0 50 07.2
 KO0414
 KO0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0414!SPC UT C     -   0.99973347  x   0.99999526  =   0.99972873
 KO0414!UTM  12      -   0.99973347  x   0.99976222  =   0.99949575
 KO0414
 KO0414:                Primary Azimuth Mark                     Grid Az
 KO0414:SPC UT C     -  FLANDRO AZ MK                            212 06 42.7
 KO0414:UTM  12      -  FLANDRO AZ MK                            212 25 04.7
 KO0414
 KO0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ8521921617(NAD 83)
 KO0414
 KO0414|---------------------------------------------------------------------|
 KO0414| PID    Reference Object                     Distance      Geod. Az  |
 KO0414|                                                           dddmmss.s |
 KO0414| CM5582 FLANDRO RM 1                          8.059 METERS 04234     |
 KO0414| CM5583 FLANDRO RM 2                          5.642 METERS 16557     |
 KO0414| JO0484 FILLMORE UP RR WATER TANK           APPROX. 7.7 KM 1974135.7 |
 KO0414| CM5581 FLANDRO AZ MK                                      2113457.5 |
 KO0414|---------------------------------------------------------------------|
 KO0414
 KO0414                          SUPERSEDED SURVEY CONTROL
 KO0414
 KO0414  NAD 83(1986)-  39 02 09.88920(N)    112 19 34.24711(W) AD(       ) 1
 KO0414  NAD 27      -  39 02 10.02300(N)    112 19 31.47000(W) AD(       ) 1
 KO0414  NGVD 29 (07/19/86) 1716.9    (m)         5633.     (f) VERT ANG       
 KO0414
 KO0414.Superseded values are not recommended for survey control.
 KO0414
 KO0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0414.See file dsdata.pdf to determine how the superseded data were derived.
 KO0414
 KO0414_MARKER: DS = TRIANGULATION STATION DISK
 KO0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0414_STAMPING: FLANDRO 1947
 KO0414_MARK LOGO: CGS
 KO0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0414+STABILITY: SURFACE MOTION
 KO0414
 KO0414  HISTORY     - Date     Condition        Report By
 KO0414  HISTORY     - 1947     MONUMENTED       CGS
 KO0414  HISTORY     - 20181031 MARK NOT FOUND   INDIV
 KO0414
 KO0414                          STATION DESCRIPTION
 KO0414
 KO0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KO0414'THE STATION IS LOCATED ABOUT 5 MILES AIRLINE SOUTHWEST OF HOLDEN
 KO0414'AND ABOUT 4.5 MILES AIRLINE NORTH OF FILLMORE ON A PROMINENT
 KO0414'RANGE OF HILLS COVERED WITH CEDAR TREES.  THE STATION MARK IS
 KO0414'A BRONZE DISK, PROJECTS 4 INCHES, SET ON THE HIGHEST POINT OF
 KO0414'HILL AND IS STAMPED, FLANDRO 1947.
 KO0414'
 KO0414'REFERENCE MARK NO. 1 IS A BRONZE DISK, PROJECTS 12 INCHES,
 KO0414'IS SAME ELEVATION AS THE STATION MARK AND IS STAMPED, FLANDRO
 KO0414'NO 1 1947.
 KO0414'
 KO0414'REFERENCE MARK NO. 2 IS A BRONZE DISK, PROJECTS 10 INCHES,
 KO0414'IS 6 INCHES LOWER THAN THE STATION MARK AND IS STAMPED, FLANDRO
 KO0414'NO 2 1947.
 KO0414'
 KO0414'THE AZIMUTH MARK IS A BRONZE DISK, PROJECTS 8 INCHES, IS
 KO0414'APPROXIMATELY 100 FEET LOWER THAN THE STATION MARK, SET
 KO0414'ON THE CREST OF RIDGE THAT EXTENDS SOUTHWEST FROM THE STATION.
 KO0414'IT IS STAMPED, FLANDRO 1947.
 KO0414'
 KO0414'TO REACH THE STATION FROM THE POST OFFICE IN FILLMORE.  GO
 KO0414'NORTH ON U.S. HIGHWAY 91, 1.5 MILE TO A GRAVEL ROAD LEFT.  TURN
 KO0414'LEFT, GO 2.3 MILES TO A ROAD RIGHT.  TURN RIGHT, GO 0.3 MILE
 KO0414'TO AN EXPLOSIVE MAGAZINE.  CONTINUE 0.1 MILE TO FORK.  CONTINUE
 KO0414'TO LEFT 0.2 MILE TO END OF ROAD AT A WASH.  CONTINUE STRAIGHT
 KO0414'AHEAD AND FOLLOW TRACKS UP MAIN RIDGE 0.9 MILE TO AZIMUTH
 KO0414'MARK ON RIGHT.  CONTINUE 0.3 MILE TO HIGHEST POINT AND STATION.
 KO0414'A DRIVE STATION WITH A FOUR WHEEL DRIVE VEHICLE.  A 45 MINUTE
 KO0414'PACK FROM END OF ROAD.
 KO0414
 KO0414                          STATION RECOVERY (2018)
 KO0414
 KO0414'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (TWG)
 KO0414'THE TOP OF THE HILL UPON WHICH THE STATION AND REFERENCE MARKS WERE
 KO0414'INSTALLED HAS BEEN SUBJECTED TO THE INSTALLATION OF SEVERAL
 KO0414'RADIO/COMMUNICATION TOWERS.  THERE WAS NO EVIDENCE OF ANY OF THE
 KO0414'MARKERS DURING THE SEARCH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0781 ***********************************************************************
 HN0781  DESIGNATION -  FLAT
 HN0781  PID         -  HN0781
 HN0781  STATE/COUNTY-  UT/KANE
 HN0781  COUNTRY     -  US
 HN0781  USGS QUAD   -  FOURMILE BENCH (2017)
 HN0781
 HN0781                         *CURRENT SURVEY CONTROL
 HN0781  ______________________________________________________________________
 HN0781* NAD 83(1994) POSITION- 37 16 08.11147(N) 111 44 19.92913(W)   ADJUSTED
 HN0781* NAVD 88 ORTHO HEIGHT -  1939.8   (meters)     6364.    (feet) VERTCON3
 HN0781  ______________________________________________________________________
 HN0781  GEOID HEIGHT    -        -22.259 (meters)                     GEOID18
 HN0781  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 HN0781  HORZ ORDER      -  THIRD
 HN0781
 HN0781.The horizontal coordinates were established by classical geodetic methods
 HN0781.and adjusted by the National Geodetic Survey in November 1997.
 HN0781
 HN0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0781
 HN0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0781.GEOID18 height accuracy estimate available here.
 HN0781
 HN0781.Click photographs - Photos may exist for this station.
 HN0781
 HN0781.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0781
 HN0781. The following values were computed from the NAD 83(1994) position.
 HN0781
 HN0781;                    North         East     Units Scale Factor Converg.
 HN0781;SPC UT S     - 3,066,867.113   478,813.171   MT  0.99999145   -0 08 46.9
 HN0781;SPC UT S     -10,061,879.85  1,570,906.21   sFT  0.99999145   -0 08 46.9
 HN0781;UTM  12      - 4,124,960.996   434,490.083   MT  0.99965286   -0 26 50.8
 HN0781
 HN0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0781!SPC UT S     -   0.99969917  x   0.99999145  =   0.99969062
 HN0781!UTM  12      -   0.99969917  x   0.99965286  =   0.99935213
 HN0781
 HN0781:                Primary Azimuth Mark                     Grid Az
 HN0781:SPC UT S     -  COY                                      242 18 37.5
 HN0781:UTM  12      -  COY                                      242 36 41.4
 HN0781
 HN0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG3449024960(NAD 83)
 HN0781
 HN0781|---------------------------------------------------------------------|
 HN0781| PID    Reference Object                     Distance      Geod. Az  |
 HN0781|                                                           dddmmss.s |
 HN0781| HN0798 COY                                 APPROX. 8.9 KM 2420950.6 |
 HN0781|---------------------------------------------------------------------|
 HN0781
 HN0781                          SUPERSEDED SURVEY CONTROL
 HN0781
 HN0781  NAD 83(1992)-  37 16 08.10887(N)    111 44 19.92999(W) AD(       ) 3
 HN0781  NAD 83(1986)-  37 16 08.10645(N)    111 44 19.92816(W) AD(       ) 3
 HN0781  NAD 27      -  37 16 08.15786(N)    111 44 17.29913(W) AD(       ) 3
 HN0781  NGVD 29 (07/19/86) 1938.8    (m)         6361.     (f) VERT ANG       
 HN0781
 HN0781.Superseded values are not recommended for survey control.
 HN0781
 HN0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0781.See file dsdata.pdf to determine how the superseded data were derived.
 HN0781
 HN0781_MARKER: DD = SURVEY DISK
 HN0781_SETTING: 66 = SET IN ROCK OUTCROP
 HN0781_STAMPING: FLAT 1962
 HN0781_MARK LOGO: USGS
 HN0781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0781+STABILITY: POSITION/ELEVATION WELL
 HN0781
 HN0781  HISTORY     - Date     Condition        Report By
 HN0781  HISTORY     - 1962     MONUMENTED       USGS
 HN0781
 HN0781                          STATION DESCRIPTION
 HN0781
 HN0781'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HN0781'LOCATED ABOUT 39 MI. SSW OF ESCALANTE, ABOUT 27 MI. NW. OF COLORADO
 HN0781'RIVER, 26 MI. SE. OF HENRIEVILLE, 1.5 MI. E. OF WAHWEEP CREEK, ON S.
 HN0781'END OF HIGH JUNIPER COVERED PLATEAU.
 HN0781'
 HN0781'STATION REACHED BY HELICOPTER.
 HN0781'
 HN0781'STATION MARK - A STANDARD USGS TABLET STAMPED ---FLAT 1962--- SET IN
 HN0781'ROCK.
 HN0781'
 HN0781'REFERENCE MARK NO.1 - A STANDARD REFERENCE MARK TABLET STAMPED
 HN0781'---NO.1 1962--- SET IN A ROCK, 29.13 FT. FROM STATION MARK.
 HN0781'
 HN0781'REFERENCE MARK NO.2 - A STANDARD REFERENCE MARK TABLET STAMPED
 HN0781'---NO.2 1962--- SET IN A ROCK, 28.93 FT. FROM STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0419 ***********************************************************************
 JN0419  DESIGNATION -  FLAT
 JN0419  PID         -  JN0419
 JN0419  STATE/COUNTY-  UT/EMERY
 JN0419  COUNTRY     -  US
 JN0419  USGS QUAD   -  THE FLAT TOPS (2017)
 JN0419
 JN0419                         *CURRENT SURVEY CONTROL
 JN0419  ______________________________________________________________________
 JN0419* NAD 83(1994) POSITION- 38 31 10.15238(N) 110 28 40.54553(W)   ADJUSTED
 JN0419* NAVD 88 ORTHO HEIGHT -  1842.0   (meters)     6043.    (feet) VERTCON3
 JN0419  ______________________________________________________________________
 JN0419  GEOID HEIGHT    -        -19.960 (meters)                     GEOID18
 JN0419  LAPLACE CORR    -         -0.52  (seconds)                    DEFLEC18
 JN0419  HORZ ORDER      -  SECOND
 JN0419
 JN0419.The horizontal coordinates were established by classical geodetic methods
 JN0419.and adjusted by the National Geodetic Survey in November 1997.
 JN0419
 JN0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0419
 JN0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0419.GEOID18 height accuracy estimate available here.
 JN0419
 JN0419.Click photographs - Photos may exist for this station.
 JN0419
 JN0419.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0419
 JN0419. The following values were computed from the NAD 83(1994) position.
 JN0419
 JN0419;                    North         East     Units Scale Factor Converg.
 JN0419;SPC UT C     - 2,021,177.318   589,146.322   MT  1.00015970   +0 39 17.0
 JN0419;SPC UT C     - 6,631,145.92  1,932,890.89   sFT  1.00015970   +0 39 17.0
 JN0419;SPC UT S     - 3,206,129.434   589,135.248   MT  1.00003361   +0 37 34.4
 JN0419;SPC UT S     -10,518,776.32  1,932,854.56   sFT  1.00003361   +0 37 34.4
 JN0419;UTM  12      - 4,263,584.846   545,511.329   MT  0.99962551   +0 19 30.5
 JN0419
 JN0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0419!SPC UT C     -   0.99971419  x   1.00015970  =   0.99987385
 JN0419!SPC UT S     -   0.99971419  x   1.00003361  =   0.99974779
 JN0419!UTM  12      -   0.99971419  x   0.99962551  =   0.99933981
 JN0419
 JN0419:                Primary Azimuth Mark                     Grid Az
 JN0419:SPC UT C     -  FLAT AZ MK                               039 36 13.7
 JN0419:SPC UT S     -  FLAT AZ MK                               039 37 56.3
 JN0419:UTM  12      -  FLAT AZ MK                               039 56 00.2
 JN0419
 JN0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH4551163584(NAD 83)
 JN0419
 JN0419|---------------------------------------------------------------------|
 JN0419| PID    Reference Object                     Distance      Geod. Az  |
 JN0419|                                                           dddmmss.s |
 JN0419| CM6418 FLAT RM 1                            15.527 METERS 03600     |
 JN0419| CM6417 FLAT AZ MK                                         0401530.7 |
 JN0419| CM6419 FLAT RM 2                             9.920 METERS 08644     |
 JN0419|---------------------------------------------------------------------|
 JN0419
 JN0419                          SUPERSEDED SURVEY CONTROL
 JN0419
 JN0419  NAD 83(1986)-  38 31 10.14336(N)    110 28 40.54191(W) AD(       ) 2
 JN0419  NAD 27      -  38 31 10.21348(N)    110 28 38.03099(W) AD(       ) 2
 JN0419  NGVD 29 (07/19/86) 1840.9    (m)         6040.     (f) VERT ANG       
 JN0419
 JN0419.Superseded values are not recommended for survey control.
 JN0419
 JN0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0419.See file dsdata.pdf to determine how the superseded data were derived.
 JN0419
 JN0419_MARKER: DS = TRIANGULATION STATION DISK
 JN0419_SETTING: 66 = SET IN ROCK OUTCROP
 JN0419_STAMPING: FLAT 1963
 JN0419_MARK LOGO: CGS
 JN0419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0419+STABILITY: POSITION/ELEVATION WELL
 JN0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0419+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2021
 JN0419
 JN0419  HISTORY     - Date     Condition        Report By
 JN0419  HISTORY     - 1963     MONUMENTED       CGS
 JN0419  HISTORY     - 1965     GOOD             CGS
 JN0419  HISTORY     - 20210927 GOOD             INDIV
 JN0419
 JN0419                          STATION DESCRIPTION
 JN0419
 JN0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JN0419'THE STATION IS LOCATED ABOUT 16-1/2 MILES NORTHEAST OF HANKSVILLE,
 JN0419'8-1/2 MILES EAST OF UTAH STATE HIGHWAY 24, 1-1/2 MILES NORTH
 JN0419'OF THE EMERY-WAYNE COUNTY LINE, 3/4 MILE SOUTHWEST OF
 JN0419'TRIANGULATION STATION MIDTOP 1938 ON THE EXTREME SOUTHWEST
 JN0419'END OF THE NORTHWEST ONE OF TWO FLAT TOPPED MESAS KNOWN AS
 JN0419'BIG FLAT TOP.
 JN0419'
 JN0419'TO REACH THE STATION BY HELICOPTER FROM THE HANKSVILLE AIRPORT
 JN0419'FLY NORTHEAST ON A TRUE COURSE OF 57 DEGREES FOR ABOUT 14
 JN0419'MILES TO THE SOUTHWEST END OF THE NORTHWEST ONE OF THE TWO
 JN0419'MESAS AND THE STATION.  TO REACH THE AZIMUTH MARK FROM THE
 JN0419'STATION PACK NORTHEAST ACROSS THE TOP OF THE MESA FOR 0.5
 JN0419'MILE TO A GROUP OF LARGE BOULDERS AND THE MARK.
 JN0419'
 JN0419'THE STATION MARK IS A STANDARD DISK, STAMPED FLAT 1963,
 JN0419'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 9 FEET NORTHEAST
 JN0419'OF THE EXTREME SOUTHWEST END OF THE MESA AND 7.2 FEET NORTHWEST
 JN0419'OF A SMALL CAIRN.
 JN0419'
 JN0419'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FLAT NO 1 1963,
 JN0419'CEMENTED IN A DRILL HOLE IN A FLAT BOULDER 5 BY 7 FEET IN
 JN0419'CROSS SECTION PROJECTING 2 FEET ON THE WEST AND FLUSH ON
 JN0419'THE EAST SIDE AND ABOUT 2 FEET LOWER THAN THE STATION.  IT
 JN0419'IS 9 FEET EAST OF THE WEST-RIM OF THE MESA.
 JN0419'
 JN0419'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FLAT NO 2 1963,
 JN0419'CEMENTED IN A DRILL HOLE IN BEDROCK ABOUT 3-1/2 FEET LOWER
 JN0419'THAN THE STATION.  IT IS 6 FEET NORTHWEST OF THE SOUTHEAST
 JN0419'RIM OF THE MESA.
 JN0419'
 JN0419'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FLAT 1963,
 JN0419'CEMENTED IN A DRILL HOLE IN A BOULDER 27 FEET IN DIAMETER
 JN0419'AND PROJECTING 10 FEET ABOVE THE GROUND.  IT IS IN THE LARGEST
 JN0419'BOULDER IN A PROMINENT GROUP OF BOULDERS ABOUT MIDWAY ACROSS
 JN0419'THE WIDTH OF THE MESA AND 1.0 FEET SOUTH OF A SMALL CAIRN.
 JN0419
 JN0419                          STATION RECOVERY (1965)
 JN0419
 JN0419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WRH)
 JN0419'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 JN0419'AND FOUND IN GOOD CONDITION.
 JN0419'
 JN0419'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 JN0419'
 JN0419'STATION IS LOCATED ABOUT 17 MILES NORTHEAST OF HANKSVILLE,
 JN0419'ABOUT 5 MILES EAST OF STATE HIGHWAY 24 AND ABOUT 2 MILES
 JN0419'NORTH OF THE EMERY-WAYNE COUNTY LINE ON THE SOUTH END OF
 JN0419'THE CENTER ONE OF THREE MESAS.
 JN0419'
 JN0419'STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 JN0419'IN SANDSTONE OUTCROP.  IT IS STAMPED FLAT 1963.
 JN0419'
 JN0419'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 JN0419'HOLE IN SANDSTONE OUTCROP.  IT IS STAMPED FLAT
 JN0419'NO. 1 1963.
 JN0419'
 JN0419'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 JN0419'HOLE IN SANDSTONE OUTCROP.  IT IS STAMPED FLAT
 JN0419'NO. 2 1963.
 JN0419'
 JN0419'AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 JN0419'IN A 10 FOOT BY 10 FOOT SANDSTONE BOULDER.  IT IS STAMPED
 JN0419'FLAT 1963.
 JN0419'
 JN0419'AZIMUTH MARK REACHED FROM STATION BY PACKING NORTH ABOUT
 JN0419'1500 FEET TO MARK AS DESCRIBED.
 JN0419'
 JN0419'TO REACH THE STATION FROM THE POST OFFICE IN HANKSVILLE,
 JN0419'GO WEST 0.1 MILE TO AN INTERSECTION, TURN RIGHT AND GO NORTH
 JN0419'0.1 MILE PASSING HANKSVILLE GRADE SCHOOL TO AN INTERSECTION
 JN0419'AND STATE HIGHWAY 24, TURN RIGHT AND GO 0.15 MILE TO JUNCTION
 JN0419'OF STATE HIGHWAY 24 AND STATE 95, TURN LEFT AND GO NORTH,
 JN0419'EAST AND NORTHEAST ON STATE 24 FOR 19.3 MILES TO A BLADED
 JN0419'ROAD SHARP RIGHT, TURN RIGHT AND GO SOUTHEAST ON BLADED
 JN0419'ROAD FOR 7.25 MILES TO JEFFRIES WELL, CORRAL AND SOME
 JN0419'BUILDINGS, TURN LEFT AND GO NORTHEAST ON WELL TRAVELED ROAD FOR
 JN0419'5.1 MILES, HERE TURN RIGHT AND WORK WAY SOUTH CROSS
 JN0419'COUNTRY TO A SADDLE BETWEEN TWO MESAS AND END OF TRUCK
 JN0419'TRAVEL (4 WHEEL DRIVE REQUIRED LAST 0.85 MILE TO
 JN0419'SADDLE) PACK UP SHARP INCLINE TO TOP OF SADDLE, THEN PACK
 JN0419'WEST TO TOP OF MESA, ABOUT 0.25 MILE, CONTINUE ON TOP OF MESA
 JN0419'BEARING LEFT, SOUTHWEST TO SOUTHEAST END OF MESA AND THE
 JN0419'STATION AS DESCRIBED.  ABOUT 1 HOUR PACK.
 JN0419
 JN0419                          STATION RECOVERY (2021)
 JN0419
 JN0419'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 JN0419'TO REACH FROM IH-70 IN UTAH TAKE EXIT 149 AND GO SOUTH ON UT-24 FOR
 JN0419'24.5 MI (39.4 KM) THEN TURN LEFT ONTO CR1010 AND GO 13 MI (20.9 KM),
 JN0419'THEN TURN RIGHT ONTO A TWO TRACK ROAD AND GO ABOUT 1 MI (1.6 KM).
 JN0419'PARK AT THE ABANDONED WATER TANK AND WELL FROM HERE HIKE WEST AIMING
 JN0419'FOR A MINI SLOT CANYON.  PASS THROUGH THE SLOT CANYON AND ASCEND THE
 JN0419'SANDY EAST SIDE TO THE SADDLE.  ONCE ON THE SADDLE HIKE NORTH UP A
 JN0419'RAMP TO THE UPPER PART OF FLAT TOP.  THEN VEER LEFT AND HIKE TO THE
 JN0419'WESTERN EDGE AND THE STATION.  AN INTACT TRIPOD WAS OBSERVED AND
 JN0419'RE-ERECTED, IT WAS SECURED WITH REMAINING WIRE FROM THE ORIGINAL
 JN0419'SURVEY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0502 ***********************************************************************
 KN0502  DESIGNATION -  FLAT
 KN0502  PID         -  KN0502
 KN0502  STATE/COUNTY-  UT/DUCHESNE
 KN0502  COUNTRY     -  US
 KN0502  USGS QUAD   -  MINNIE MAUD CREEK EAST (2017)
 KN0502
 KN0502                         *CURRENT SURVEY CONTROL
 KN0502  ______________________________________________________________________
 KN0502* NAD 83(1994) POSITION- 39 49 07.30801(N) 110 32 22.33603(W)   ADJUSTED
 KN0502* NAVD 88 ORTHO HEIGHT -  2840.8   (meters)     9320.    (feet) VERTCON3
 KN0502  ______________________________________________________________________
 KN0502  GEOID HEIGHT    -        -16.282 (meters)                     GEOID18
 KN0502  LAPLACE CORR    -          1.22  (seconds)                    DEFLEC18
 KN0502  HORZ ORDER      -  THIRD
 KN0502
 KN0502.The horizontal coordinates were established by classical geodetic methods
 KN0502.and adjusted by the National Geodetic Survey in November 1997.
 KN0502
 KN0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0502
 KN0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0502.GEOID18 height accuracy estimate available here.
 KN0502
 KN0502.Click photographs - Photos may exist for this station.
 KN0502
 KN0502.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0502
 KN0502. The following values were computed from the NAD 83(1994) position.
 KN0502
 KN0502;                    North         East     Units Scale Factor Converg.
 KN0502;SPC UT C     - 2,165,344.194   582,224.178   MT  0.99989886   +0 36 54.9
 KN0502;SPC UT C     - 7,104,133.41  1,910,180.49   sFT  0.99989886   +0 36 54.9
 KN0502;UTM  12      - 4,407,736.044   539,408.747   MT  0.99961912   +0 17 41.5
 KN0502
 KN0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0502!SPC UT C     -   0.99955708  x   0.99989886  =   0.99945598
 KN0502!UTM  12      -   0.99955708  x   0.99961912  =   0.99917637
 KN0502
 KN0502:                Primary Azimuth Mark                     Grid Az
 KN0502:SPC UT C     -  BADLANDS                                 018 49 04.1
 KN0502:UTM  12      -  BADLANDS                                 019 08 17.5
 KN0502
 KN0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK3940807736(NAD 83)
 KN0502
 KN0502|---------------------------------------------------------------------|
 KN0502| PID    Reference Object                     Distance      Geod. Az  |
 KN0502|                                                           dddmmss.s |
 KN0502| KN0500 BADLANDS                            APPROX. 8.2 KM 0192559.0 |
 KN0502|---------------------------------------------------------------------|
 KN0502
 KN0502                          SUPERSEDED SURVEY CONTROL
 KN0502
 KN0502  NAD 83(1993)-  39 49 07.30591(N)    110 32 22.33442(W) AD(       ) 3
 KN0502  NAD 83(1986)-  39 49 07.29427(N)    110 32 22.32879(W) AD(       ) 3
 KN0502  NAD 27      -  39 49 07.43517(N)    110 32 19.76236(W) AD(       ) 3
 KN0502  NGVD 29 (07/19/86) 2839.5    (m)         9316.     (f) VERT ANG       
 KN0502
 KN0502.Superseded values are not recommended for survey control.
 KN0502
 KN0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0502.See file dsdata.pdf to determine how the superseded data were derived.
 KN0502
 KN0502_MARKER: DD = SURVEY DISK
 KN0502_SETTING: 80 = SET IN A BOULDER
 KN0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0502+STABILITY: SURFACE MOTION
 KN0502
 KN0502  HISTORY     - Date     Condition        Report By
 KN0502  HISTORY     - 1966     MONUMENTED       USGS
 KN0502
 KN0502                          STATION DESCRIPTION
 KN0502
 KN0502'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KN0502'LOCATED ON A BROAD, TREE-COVERED TOP OVERLOOKING MINNIE MAUD CREEK TO
 KN0502'THE SW. AND ARGYLE CREEK ON THE NE.
 KN0502'
 KN0502'TO REACH FROM DUCHESNE GO S. ON STATE HIGHWAY 33 FOR 29 MI. TO INDIAN
 KN0502'CANYON SUMMIT AT SIGN ---SOUTH 33---, CONTINUE S. FOR 0.2 MI. TO A RD.
 KN0502'FORK, TURN SHARP LEFT ONTO A GRADED RD. AND GO 10.6 MI. ALONG ARGYLE
 KN0502'CREEK TO A DIM RD. FORK, TAKE RIGHT FORK AND CROSS ARGYLE CREEK AND GO
 KN0502'0.3 MI. UP A DRAIN ON A TRACK RD., TURN E. AND TAKE THE RD. WHICH
 KN0502'GOES UP THE N. SLOPE FOR 1.2 MI. TO A RD. FORK, TAKE LEFT FORK FOR 0.4
 KN0502'MI. TO A RD. FORK, TAKE LEFT FORK FOR 1.8 MI. TO A RD. FORK WHICH IS
 KN0502'IN A SADDLE JUST PASSED AN OLD CABIN, TAKE LEFT FORK FOR 0.4 MI. TO A
 KN0502'RD. FORK ON A HIGH RIDGE, TURN E. AND GO ALONG RIDGE FOR 1.9 MI. TO A
 KN0502'RD. FORK, LEAVE RIDGE AND GO 0.4 MI. TO A GROUP OF OLD CABINS,
 KN0502'CONTINUE STRAIGHT AHEAD FOR 1.9 MI. TO A RD. FORK, TURN RIGHT AND GO
 KN0502'ON A TRACK RD. FOR 1.3 MI. TO A POINT WHICH IS ABOUT 1000 FT. FROM
 KN0502'THE END OF THE RD. AT THE END OF A CLEARING, TURN LEFT AND MEANDER
 KN0502'THROUGH A GROUP OF ASPEN TREES TO A CLEARING, FOLLOW CLEARING S. AND
 KN0502'PASS THROUGH A SMALLER GROUP OF TREES TO A TOP AND STATION.
 KN0502'
 KN0502'STATION MARK--A STANDARD TABLET, STAMPED ---FLAT 1966---, CEMENTED IN
 KN0502'BOULDER.
 KN0502'
 KN0502'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET, STAMPED
 KN0502'---NO 1 1966---, CEMENTED IN A BOULDER.
 KN0502'
 KN0502'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET, STAMPED
 KN0502'---NO 2 1966---, CEMENTED IN A BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1093 ***********************************************************************
 LO1093  DESIGNATION -  FLAT
 LO1093  PID         -  LO1093
 LO1093  STATE/COUNTY-  UT/DUCHESNE
 LO1093  COUNTRY     -  US
 LO1093  USGS QUAD   -  FRUITLAND (2017)
 LO1093
 LO1093                         *CURRENT SURVEY CONTROL
 LO1093  ______________________________________________________________________
 LO1093* NAD 83(1994) POSITION- 40 08 59.31439(N) 110 50 02.49351(W)   ADJUSTED
 LO1093* NAVD 88 ORTHO HEIGHT -  2569.9   (meters)     8431.    (feet) VERTCON3
 LO1093  ______________________________________________________________________
 LO1093  GEOID HEIGHT    -        -16.088 (meters)                     GEOID18
 LO1093  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 LO1093  HORZ ORDER      -  THIRD
 LO1093
 LO1093.The horizontal coordinates were established by classical geodetic methods
 LO1093.and adjusted by the National Geodetic Survey in November 1997.
 LO1093
 LO1093.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1093
 LO1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1093.GEOID18 height accuracy estimate available here.
 LO1093
 LO1093.Click photographs - Photos may exist for this station.
 LO1093
 LO1093.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1093
 LO1093. The following values were computed from the NAD 83(1994) position.
 LO1093
 LO1093;                    North         East     Units Scale Factor Converg.
 LO1093;SPC UT C     - 2,201,875.311   556,740.205   MT  0.99991388   +0 25 35.8
 LO1093;SPC UT C     - 7,223,985.92  1,826,571.82   sFT  0.99991388   +0 25 35.8
 LO1093;UTM  12      - 4,444,398.032   514,136.487   MT  0.99960246   +0 06 25.3
 LO1093
 LO1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1093!SPC UT C     -   0.99959953  x   0.99991388  =   0.99951344
 LO1093!UTM  12      -   0.99959953  x   0.99960246  =   0.99920215
 LO1093
 LO1093:                Primary Azimuth Mark                     Grid Az
 LO1093:SPC UT C     -  FRUITLAND                                006 01 26.4
 LO1093:UTM  12      -  FRUITLAND                                006 20 36.9
 LO1093
 LO1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK1413644398(NAD 83)
 LO1093
 LO1093|---------------------------------------------------------------------|
 LO1093| PID    Reference Object                     Distance      Geod. Az  |
 LO1093|                                                           dddmmss.s |
 LO1093| LO1094 FRUITLAND                           APPROX. 6.7 KM 0062702.2 |
 LO1093| CP5358 FLAT RM 1                            11.876 METERS 24450     |
 LO1093| CP5359 FLAT RM 2                            11.510 METERS 32251     |
 LO1093|---------------------------------------------------------------------|
 LO1093
 LO1093                          SUPERSEDED SURVEY CONTROL
 LO1093
 LO1093  NAD 83(1993)-  40 08 59.31429(N)    110 50 02.49211(W) AD(       ) 3
 LO1093  NAD 83(1986)-  40 08 59.29937(N)    110 50 02.48635(W) AD(       ) 3
 LO1093  NAD 27      -  40 08 59.46000(N)    110 49 59.91000(W) AD(       ) 3
 LO1093  NGVD 29 (07/19/86) 2568.5    (m)         8427.     (f) VERT ANG       
 LO1093
 LO1093.Superseded values are not recommended for survey control.
 LO1093
 LO1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1093.See file dsdata.pdf to determine how the superseded data were derived.
 LO1093
 LO1093_MARKER: DS = TRIANGULATION STATION DISK
 LO1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO1093_STAMPING: FLAT 1946
 LO1093_MARK LOGO: CGS
 LO1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1093+STABILITY: SURFACE MOTION
 LO1093
 LO1093  HISTORY     - Date     Condition        Report By
 LO1093  HISTORY     - 1946     MONUMENTED       CGS
 LO1093  HISTORY     - 1959     GOOD             USGS
 LO1093
 LO1093                          STATION DESCRIPTION
 LO1093
 LO1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1093'THE STATION IS LOCATED ON A HIGH SAGE BRUSH COVERED RIDGE WITH
 LO1093'A FEW LOW SCRUB TREES (THE RIDGE IS LONG AND QUITE FLAT ON
 LO1093'TOP), AND IS ON THE NORTH BANK OF THE STRAWBERRY RIVER, ON
 LO1093'THE SUMMIT OF THE HIGHEST HILL IN THE VICINITY, ABOUT 24 MILES
 LO1093'WEST OF DUCHESNE, ABOUT 5 MILES AIRLINE SOUTH OF FRUITLAND,
 LO1093'ON THE HIGHEST PART OF A EAST-WEST RIDGE APPROXIMATELY 100
 LO1093'FEET NORTH OF THE SOUTH BRIM, PROJECTS 2 INCHES AND IS STAMPED
 LO1093'FLAT 1946.
 LO1093'
 LO1093'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 LO1093'STATION, PROJECTS 3 INCHES AND IS STAMPED FLAT NO 1 1946.
 LO1093'
 LO1093'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 LO1093'STATION, PROJECTS 3 INCHES AND IS STAMPED FLAT NO 2 1946.
 LO1093'
 LO1093'STATION FRUITLAND 1947 WAS USED FOR AZIMUTH MARK.
 LO1093'
 LO1093'TO REACH FROM FRUITLAND, WHICH IS LOCATED ON U.S. HIGHWAY 40.
 LO1093'GO WEST ON U.S. HIGHWAY 40 FOR 3.4 MILES TO A ROAD LEFT JUST
 LO1093'AFTER PASSING THROUGH DEEP CUT (THIS IS APPROXIMATELY 0.5 MILE
 LO1093'BEFORE REACHING CURRANT CREEK LODGE).  TURN LEFT (S) AND GO
 LO1093'0.4 MILE TO A FARM HOUSE AND GATE.  CONTINUE STRAIGHT AHEAD
 LO1093'THROUGH GATE AND GO 0.2 MILE TO FORK.  TAKE THE LEFT FORK THE
 LO1093'LOWER DUGWAY ROAD AND GO 1.5 MILE TO FORK.  KEEP THE RIGHT FORK
 LO1093'AND GO 0.2 MILE TO FORK.  TAKE THE LEFT FORK, THE MAIN
 LO1093'TRAVELED ROAD, AND GO 3.55 MILES TO A POINT WHERE A ROAD COMES
 LO1093'IN FROM THE RIGHT (W).  CONTINUE LEFT ON THE MAIN ROAD FOR
 LO1093'0.8 MILE TO A SADDLE JUST AFTER COMING OUT OF WASH.  AT
 LO1093'THIS POINT LEAVE MAIN ROAD BY TURNING SOUTH FOR 100 FEET TO A
 LO1093'TRACK ROAD LEADING TO SOUTHEAST, FOLLOW THIS TRACK ROAD, WHICH
 LO1093'CROSSES THE DAM OF A SMALL POND, FOR 0.65 MILE TO WHERE IT
 LO1093'TURNS LEFT (E) AT A SADDLE.  TURN LEFT STILL FOLLOWING DRAW
 LO1093'FOR 0.3 MILE TO A SADDLE AND THE END OF TRUCK TRAVEL FOR 2
 LO1093'WHEEL DRIVE VEHICLE.  FROM THIS POINT TURN RIGHT SOUTHWEST
 LO1093'PICKING WAY UP HILL FOR 0.5 MILE TO STATION SITE AS
 LO1093'DESCRIBED ABOVE.  A 20 MINUTE PACK OR A DRIVE WITH A FOUR
 LO1093'WHEEL DRIVE.
 LO1093
 LO1093                          STATION RECOVERY (1959)
 LO1093
 LO1093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LO1093'RECOVERED.
 LO1093'
 LO1093'STATION MARK--STANDARD DISK, STAMPED ---FLAT 1946---, PROJECTING
 LO1093'2 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0515 ***********************************************************************
 JM0515  DESIGNATION -  FLAT IRON NO 2
 JM0515  PID         -  JM0515
 JM0515  STATE/COUNTY-  UT/SAN JUAN
 JM0515  COUNTRY     -  US
 JM0515  USGS QUAD   -  TROUGH SPRINGS CANYON (2017)
 JM0515
 JM0515                         *CURRENT SURVEY CONTROL
 JM0515  ______________________________________________________________________
 JM0515* NAD 83(1994) POSITION- 38 26 06.42813(N) 109 35 30.40451(W)   ADJUSTED
 JM0515* NAVD 88 ORTHO HEIGHT -  1793.2   (meters)     5883.    (feet) VERTCON3
 JM0515  ______________________________________________________________________
 JM0515  GEOID HEIGHT    -        -19.968 (meters)                     GEOID18
 JM0515  LAPLACE CORR    -          0.64  (seconds)                    DEFLEC18
 JM0515  HORZ ORDER      -  THIRD
 JM0515
 JM0515.The horizontal coordinates were established by classical geodetic methods
 JM0515.and adjusted by the National Geodetic Survey in November 1997.
 JM0515
 JM0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0515
 JM0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0515.GEOID18 height accuracy estimate available here.
 JM0515
 JM0515.Click photographs - Photos may exist for this station.
 JM0515
 JM0515.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0515
 JM0515. The following values were computed from the NAD 83(1994) position.
 JM0515
 JM0515;                    North         East     Units Scale Factor Converg.
 JM0515;SPC UT S     - 3,197,976.629   666,599.674   MT  1.00001578   +1 10 08.9
 JM0515;SPC UT S     -10,492,028.32  2,187,002.43   sFT  1.00001578   +1 10 08.9
 JM0515;UTM  12      - 4,255,033.179   622,906.787   MT  0.99978603   +0 52 31.8
 JM0515
 JM0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0515!SPC UT S     -   0.99972185  x   1.00001578  =   0.99973762
 JM0515!UTM  12      -   0.99972185  x   0.99978603  =   0.99950794
 JM0515
 JM0515:                Primary Azimuth Mark                     Grid Az
 JM0515:SPC UT S     -  TROUGH                                   214 47 07.1
 JM0515:UTM  12      -  TROUGH                                   215 04 44.2
 JM0515
 JM0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH2290655033(NAD 83)
 JM0515
 JM0515|---------------------------------------------------------------------|
 JM0515| PID    Reference Object                     Distance      Geod. Az  |
 JM0515|                                                           dddmmss.s |
 JM0515| JM0521 TROUGH                              APPROX.10.2 KM 2155716.0 |
 JM0515|---------------------------------------------------------------------|
 JM0515
 JM0515                          SUPERSEDED SURVEY CONTROL
 JM0515
 JM0515  NAD 83(1986)-  38 26 06.41715(N)    109 35 30.40453(W) AD(       ) 3
 JM0515  NAD 27      -  38 26 06.47045(N)    109 35 27.98743(W) AD(       ) 3
 JM0515  NGVD 29 (07/19/86) 1792.2    (m)         5880.     (f) VERT ANG       
 JM0515
 JM0515.Superseded values are not recommended for survey control.
 JM0515
 JM0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0515.See file dsdata.pdf to determine how the superseded data were derived.
 JM0515
 JM0515_MARKER: DB = BENCH MARK DISK
 JM0515_SETTING: 80 = SET IN A BOULDER
 JM0515_STAMPING: FLAT IRON NO 2 1954
 JM0515_MARK LOGO: USGS
 JM0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0515+STABILITY: SURFACE MOTION
 JM0515
 JM0515  HISTORY     - Date     Condition        Report By
 JM0515  HISTORY     - 1954     MONUMENTED       USGS
 JM0515
 JM0515                          STATION DESCRIPTION
 JM0515
 JM0515'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0515'LOCATED ABOUT 23 MI. WNW. OF LA SAL, 11 MI. SSW. OF MOAB, 5 MI. NW.
 JM0515'OF JUNCTION OF HATCH WASH AND CANE SPRING WASH, 3 MI. SW. OF EXTREME
 JM0515'N. END OF HATCH POINT AND 2 MI. NW. OF JUNCTION OF TROUGH SPRING
 JM0515'WASH AND CANE SPRING WASH.  STATION IS ON N. END OF LARGE PLATEAU
 JM0515'KNOWN LOCALLY AS HATCH POINT AND ON S. END OF SMALL FLAT-TOPPED MESA
 JM0515'STANDING ABOUT 150 FT. ABOVE DESERT FLOOR.
 JM0515'
 JM0515'STATION REACHED BY HELICOPTER.
 JM0515'
 JM0515'STATION MARK--STANDARD TABLET STAMPED ---FLAT IRON NO 2 1954---
 JM0515'CEMENTED IN BURIED BOULDER PROJECTING ABOUT 0.2 FT. ABOVE GROUND.
 JM0515'
 JM0515'REFERENCE MARK NO. 1--IRON PIPE PROJECTING ABOUT 1 FT. ABOVE GROUND,
 JM0515'11.78 FT. FROM STATION MARK, N 30 DEG 54 MIN W.
 JM0515'
 JM0515'REFERENCE MARK NO. 2--IRON PIPE PROJECTING ABOUT 1 FT. ABOVE GROUND,
 JM0515'10.69 FT. FROM STATION MARK, N 67 DEG 43 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0359 ***********************************************************************
 KM0359  DESIGNATION -  FLAT ROCK
 KM0359  PID         -  KM0359
 KM0359  STATE/COUNTY-  UT/GRAND
 KM0359  COUNTRY     -  US
 KM0359  USGS QUAD   -  SUPPLY CANYON (2017)
 KM0359
 KM0359                         *CURRENT SURVEY CONTROL
 KM0359  ______________________________________________________________________
 KM0359* NAD 83(1994) POSITION- 39 21 56.32838(N) 109 43 09.20758(W)   ADJUSTED
 KM0359* NAVD 88 ORTHO HEIGHT -  2656.    (meters)     8714.    (feet) SCALED
 KM0359  ______________________________________________________________________
 KM0359  GEOID HEIGHT    -        -17.278 (meters)                     GEOID18
 KM0359  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 KM0359  HORZ ORDER      -  FIRST
 KM0359
 KM0359.The horizontal coordinates were established by classical geodetic methods
 KM0359.and adjusted by the National Geodetic Survey in November 1997.
 KM0359
 KM0359.The orthometric height was scaled from a topographic map.
 KM0359
 KM0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0359.GEOID18 height accuracy estimate available here.
 KM0359
 KM0359.Click photographs - Photos may exist for this station.
 KM0359
 KM0359.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0359
 KM0359. The following values were computed from the NAD 83(1994) position.
 KM0359
 KM0359;                    North         East     Units Scale Factor Converg.
 KM0359;SPC UT C     - 2,116,134.095   653,444.526   MT  0.99993216   +1 08 26.6
 KM0359;SPC UT C     - 6,942,683.28  2,143,842.58   sFT  0.99993216   +1 08 26.6
 KM0359;UTM  12      - 4,358,136.314   610,333.352   MT  0.99974988   +0 48 44.8
 KM0359
 KM0359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0359!SPC UT C     -   0.99958613  x   0.99993216  =   0.99951832
 KM0359!UTM  12      -   0.99958613  x   0.99974988  =   0.99933611
 KM0359
 KM0359:                Primary Azimuth Mark                     Grid Az
 KM0359:SPC UT C     -  FLAT ROCK AZ MK                          220 38 38.1
 KM0359:UTM  12      -  FLAT ROCK AZ MK                          220 58 19.9
 KM0359
 KM0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ1033358136(NAD 83)
 KM0359
 KM0359|---------------------------------------------------------------------|
 KM0359| PID    Reference Object                     Distance      Geod. Az  |
 KM0359|                                                           dddmmss.s |
 KM0359| CM6422 FLAT ROCK RM 2                       15.418 METERS 00754     |
 KM0359| CM6421 FLAT ROCK RM 1                       15.120 METERS 07523     |
 KM0359| CM6420 FLAT ROCK AZ MK                                    2214704.7 |
 KM0359|---------------------------------------------------------------------|
 KM0359
 KM0359                          SUPERSEDED SURVEY CONTROL
 KM0359
 KM0359  NAD 83(1986)-  39 21 56.29536(N)    109 43 09.19118(W) AD(       ) 1
 KM0359  NAD 27      -  39 21 56.41400(N)    109 43 06.71000(W) AD(       ) 1
 KM0359
 KM0359.Superseded values are not recommended for survey control.
 KM0359
 KM0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0359.See file dsdata.pdf to determine how the superseded data were derived.
 KM0359
 KM0359_MARKER: DS = TRIANGULATION STATION DISK
 KM0359_SETTING: 0 = UNSPECIFIED SETTING
 KM0359
 KM0359  HISTORY     - Date     Condition        Report By
 KM0359  HISTORY     - 1936     MONUMENTED       CGS
 KM0359
 KM0359                          STATION DESCRIPTION
 KM0359
 KM0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 KM0359'ABOUT 50 MILES S OF CURAY, 8 MILES S BY W FROM STATION BLACK
 KM0359'KNOLL PROBABLY IN SEC. 5, T 17 S, R 20 E, ON SMALL BUT
 KM0359'PROMINENT BARE PEAK ON S END OF SERIES OF LONG RIDGES KNOWN
 KM0359'LOCALLY AS FLAT ROCK RIDGE, AND ON KNOLL ABOUT 100 FEET IN
 KM0359'DIAMETER, 35 FEET N OF S EDGE, 25 FEET E OF W EDGE, 60 FEET
 KM0359'W OF E EDGE, 80 FEET S OF N EDGE.  TO REACH FROM CURAY, GO S
 KM0359'9.35 MILES TO ROCK HOUSE ON RIGHT.  CONTINUE S 0.85 MILE.
 KM0359'TAKE LEFT FORK (WILLOW CREEK ROAD) S 21.35 MILES TO ROAD ON
 KM0359'RIGHT INTO SANTIOS RANCH.  TURN RIGHT (W) ACROSS BRIDGE AND
 KM0359'BETWEEN TWO SMALL HOUSES AND GO 0.2 MILE TO WIRE GATE.  PASS
 KM0359'THROUGH GATE AND KEEP TO RIGHT-HAND ROAD N 0.4 MILE.  THEN
 KM0359'GO LEFT UP NARROW DUGWAY TO TOP OF RIDGE.  FOLLOW THIS
 KM0359'ROAD FROM ABOVE GATE 3.2 MILES TO FORK.  TAKE LEFT FORK (S) AND
 KM0359'FOLLOW MAIN TRAIL 18.0 MILES TO OPENING IN LOG AND BRUSH
 KM0359'DRIFT FENCE.  CONTINUE S ON MAIN TRAIL 11.25 MILES TO DIM
 KM0359'SHEEP WAGON ROAD ON LEFT LEADING NE DOWN SLOPE.  TURN LEFT
 KM0359'ONTO DIM ROAD AND GO 0.3 MILE.  LEAVE DIM ROAD, TURN RIGHT
 KM0359'ACROSS COUNTRY AND GO 200 YARDS TO TOP OF HILL AND STATION
 KM0359'SITE.  MARKED BY STANDARD STATION DISK IN PIPE PROJECTING 6
 KM0359'INCHES.  REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN
 KM0359'PIPES.  NO. 1 PROJECTS 4 INCHES, AND IS 15.120 METERS
 KM0359'(49.61 FEET) ENE OF STATION N 75 DEG 23 MIN E.
 KM0359'NO. 2 PROJECTS 6 INCHES AND IS 15.418 METERS (50.58 FEET)
 KM0359'NNE OF STATION N 07 DEG 54 MIN E.  DISTANCE
 KM0359'BETWEEN REFERENCE MARKS IS 55.25 FEET.  AZIMUTH MARK
 KM0359'PROJECTS 6 INCHES, IS 168 FEET E OF FLAT ROCK ROAD, 60 FEET NE
 KM0359'OF HIGHEST POINT OF HILL, AND 0.5 MILE SW OF STATION
 KM0359'S 41 DEG 47 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0488 ***********************************************************************
 KN0488  DESIGNATION -  FLAT TOP
 KN0488  PID         -  KN0488
 KN0488  STATE/COUNTY-  UT/EMERY
 KN0488  COUNTRY     -  US
 KN0488  USGS QUAD   -  FLATTOP MOUNTAIN (2017)
 KN0488
 KN0488                         *CURRENT SURVEY CONTROL
 KN0488  ______________________________________________________________________
 KN0488* NAD 83(1994) POSITION- 39 19 35.78014(N) 110 34 58.23752(W)   ADJUSTED
 KN0488* NAVD 88 ORTHO HEIGHT -  2177.1   (meters)     7143.    (feet) VERTCON3
 KN0488  ______________________________________________________________________
 KN0488  GEOID HEIGHT    -        -18.035 (meters)                     GEOID18
 KN0488  LAPLACE CORR    -         -5.02  (seconds)                    DEFLEC18
 KN0488  HORZ ORDER      -  SECOND
 KN0488
 KN0488.The horizontal coordinates were established by classical geodetic methods
 KN0488.and adjusted by the National Geodetic Survey in November 1997.
 KN0488
 KN0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0488
 KN0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0488.GEOID18 height accuracy estimate available here.
 KN0488
 KN0488.Click photographs - Photos may exist for this station.
 KN0488
 KN0488.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0488
 KN0488. The following values were computed from the NAD 83(1994) position.
 KN0488
 KN0488;                    North         East     Units Scale Factor Converg.
 KN0488;SPC UT C     - 2,110,677.828   579,077.101   MT  0.99993793   +0 35 15.0
 KN0488;SPC UT C     - 6,924,782.17  1,899,855.46   sFT  0.99993793   +0 35 15.0
 KN0488;UTM  12      - 4,353,104.328   535,955.699   MT  0.99961592   +0 15 51.7
 KN0488
 KN0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0488!SPC UT C     -   0.99966138  x   0.99993793  =   0.99959933
 KN0488!UTM  12      -   0.99966138  x   0.99961592  =   0.99927743
 KN0488
 KN0488:                Primary Azimuth Mark                     Grid Az
 KN0488:SPC UT C     -  FLAT TOP AZ MK                           285 40 05.8
 KN0488:UTM  12      -  FLAT TOP AZ MK                           285 59 29.1
 KN0488
 KN0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ3595553104(NAD 83)
 KN0488
 KN0488|---------------------------------------------------------------------|
 KN0488| PID    Reference Object                     Distance      Geod. Az  |
 KN0488|                                                           dddmmss.s |
 KN0488| CM6424 FLAT TOP RM 1                         9.333 METERS 26148     |
 KN0488| CM6423 FLAT TOP AZ MK                                     2861520.8 |
 KN0488| CM6425 FLAT TOP RM 2                         9.493 METERS 35442     |
 KN0488|---------------------------------------------------------------------|
 KN0488
 KN0488                          SUPERSEDED SURVEY CONTROL
 KN0488
 KN0488  NAD 83(1986)-  39 19 35.76801(N)    110 34 58.23113(W) AD(       ) 2
 KN0488  NAD 27      -  39 19 35.86800(N)    110 34 55.64200(W) AD(       ) 2
 KN0488  NGVD 29 (07/19/86) 2176.0    (m)         7139.     (f) VERT ANG       
 KN0488
 KN0488.Superseded values are not recommended for survey control.
 KN0488
 KN0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0488.See file dsdata.pdf to determine how the superseded data were derived.
 KN0488
 KN0488_MARKER: DS = TRIANGULATION STATION DISK
 KN0488_SETTING: 66 = SET IN ROCK OUTCROP
 KN0488
 KN0488  HISTORY     - Date     Condition        Report By
 KN0488  HISTORY     - 1937     MONUMENTED       CGS
 KN0488
 KN0488                          STATION DESCRIPTION
 KN0488
 KN0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KN0488'THIS STATION IS LOCATED ABOUT 9 MILES S OF MOUNDS, AND 14.5
 KN0488'MILES EASTWARD OF CLEVELAND.  AT THE EXTREME SOUTHERN END
 KN0488'AND HIGHEST POINT OF A FLAT TOP BUTTE KNOWN LOCALLY AS FLAT
 KN0488'TOP.  THE BUTTE IS ROCKY WITH SCATTERED SCRUB CEDAR AND PINON
 KN0488'ON TOP.  STATION MARK IS ABOUT 100 YARDS N OF S RIM AND ABOUT
 KN0488'435 YARDS E OF W RIM.
 KN0488'
 KN0488'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 KN0488'HOLE IN OUTCROPPING BEDROCK.
 KN0488'
 KN0488'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN OUTCROP OF
 KN0488'BED ROCK.  IT IS W OF THE STATION AND ABOUT THE SAME HEIGHT
 KN0488'AS STATION.
 KN0488'
 KN0488'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN OUTCROP OF
 KN0488'BED ROCK.  IT IS N OF THE STATION AND ABOUT THE SAME HEIGHT AS
 KN0488'STATION.
 KN0488'
 KN0488'AZIMUTH MARK IS A STANDARD BRONZE DISK REFERENCE MARK CEMENTED
 KN0488'IN A DRILL HOLE IN A BOULDER, ABOUT 335 YARDS WNW OF STATION.
 KN0488'ABOUT 23 YARDS N OF EDGE OF RIM AND ABOUT 100 YARDS E OF W END
 KN0488'OF RIM AND PROJECTS ABOUT 7 INCHES ABOVE GROUND.
 KN0488'
 KN0488'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY
 KN0488'10 IN PRICE, GO S ON STATE HIGHWAY 10, 11.4 MILES TO A GRAVEL
 KN0488'T-ROAD LEFT (EASTWARD) IMMEDIATELY AFTER HIGHWAY PASSES
 KN0488'THROUGH A GAP IN A GRAVEL RIDGE.  TURN LEFT ON GRAVEL ROAD AND
 KN0488'GO 5 MILES TO ELMO POST OFFICE, THEN TURN LEFT AND GO 4 MILES
 KN0488'TO FORKS.  TAKE RIGHT FORK AND CONTINUE 0.3 MILE TO A
 KN0488'T-INTERSECTION, TURN RIGHT (SOUTHWARD) AND GO 0.85 MILE TO A T-ROAD
 KN0488'(LEFT) EASTWARD AT A TIN MAIL BOX.  TURN LEFT ON DIRT
 KN0488'ROAD AND GO 0.2 MILE TO FORKS, TAKE RIGHT FORK AND GO 0.45
 KN0488'MILE TO MILLS HOUSE ON RIGHT.  A TRACK ROAD LEADS LEFT
 KN0488'(SOUTHEASTWARD) FROM A POINT DIRECTLY OPPOSITE MILLS
 KN0488'HOUSE.  BEAR LEFT ON THIS TRACK ROAD AND GO 3.75 MILES TO
 KN0488'FORKS.  TAKE LEFT FORK AND GO 3.1 MILES TO PLACE WHERE
 KN0488'ROAD TURNS SHARPLY LEFT ACROSS FLATS.  CONTINUE ACROSS
 KN0488'FLATS 1.7 MILES TO GATE.  GO 0.5 MILE ON MAIN-TRAVELED
 KN0488'ROAD TO SHEEP HERDERS SHACK, CONTINUE E ALONG FENCE FOR
 KN0488'0.35 MILE TO FENCE CORNER, TURN N ACROSS FLATS AND GO 0.9
 KN0488'MILE TO DEEP WASH.  END OF TRUCK TRAVEL.  PACK ALONG CREST
 KN0488'OF PRONG OF RIDGE, THEN ALONG RIM TO HIGHEST POINT AT
 KN0488'SOUTHERN TIP AND STATION SITE.  ABOUT ONE AND ONE HALF HOUR
 KN0488'PACK.  FROM END OF TRUCK TRAVEL HEAD NORTHERLY TO END OF FLAT,
 KN0488'THEN RIGHT TO TOP OF RIM, THEN N BY E TOWARDS MOUNTAIN.  STATION
 KN0488'IS ABOUT 350 YARDS E OF THE WESTERN EDGE OF MOUNTAIN.
 KN0488'
 KN0488'HEIGHT OF LIGHT ABOVE STATION MARK - 0 METER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1071 ***********************************************************************
 LO1071  DESIGNATION -  FLAT TOP
 LO1071  PID         -  LO1071
 LO1071  STATE/COUNTY-  UT/DUCHESNE
 LO1071  COUNTRY     -  US
 LO1071  USGS QUAD   -  MYTON (2017)
 LO1071
 LO1071                         *CURRENT SURVEY CONTROL
 LO1071  ______________________________________________________________________
 LO1071* NAD 83(1994) POSITION- 40 13 20.48555(N) 110 06 18.37486(W)   ADJUSTED
 LO1071* NAVD 88 ORTHO HEIGHT -  1721.7   (meters)     5649.    (feet) VERTCON3
 LO1071  ______________________________________________________________________
 LO1071  GEOID HEIGHT    -        -17.629 (meters)                     GEOID18
 LO1071  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 LO1071  HORZ ORDER      -  FIRST
 LO1071
 LO1071.The horizontal coordinates were established by classical geodetic methods
 LO1071.and adjusted by the National Geodetic Survey in November 1997.
 LO1071
 LO1071.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1071
 LO1071.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1071.GEOID18 height accuracy estimate available here.
 LO1071
 LO1071.Click photographs - Photos may exist for this station.
 LO1071
 LO1071.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1071
 LO1071. The following values were computed from the NAD 83(1994) position.
 LO1071
 LO1071;                    North         East     Units Scale Factor Converg.
 LO1071;SPC UT C     - 2,210,644.666   618,714.158   MT  0.99992163   +0 53 36.7
 LO1071;SPC UT C     - 7,252,756.71  2,029,898.03   sFT  0.99992163   +0 53 36.7
 LO1071;UTM  12      - 4,452,821.148   576,140.214   MT  0.99967136   +0 34 40.5
 LO1071
 LO1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1071!SPC UT C     -   0.99973274  x   0.99992163  =   0.99965439
 LO1071!UTM  12      -   0.99973274  x   0.99967136  =   0.99940419
 LO1071
 LO1071:                Primary Azimuth Mark                     Grid Az
 LO1071:SPC UT C     -  FLAT TOP AZ MK                           178 42 22.4
 LO1071:UTM  12      -  FLAT TOP AZ MK                           179 01 18.6
 LO1071
 LO1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK7614052821(NAD 83)
 LO1071
 LO1071|---------------------------------------------------------------------|
 LO1071| PID    Reference Object                     Distance      Geod. Az  |
 LO1071|                                                           dddmmss.s |
 LO1071| CP5360 FLAT TOP AZ MK                                     1793559.1 |
 LO1071| CP5361 FLAT TOP RM 1                         5.482 METERS 22639     |
 LO1071| CP5362 FLAT TOP RM 2                         4.158 METERS 34543     |
 LO1071|---------------------------------------------------------------------|
 LO1071
 LO1071                          SUPERSEDED SURVEY CONTROL
 LO1071
 LO1071  NAD 83(1993)-  40 13 20.48442(N)    110 06 18.37535(W) AD(       ) 1
 LO1071  NAD 83(1986)-  40 13 20.46419(N)    110 06 18.36509(W) AD(       ) 1
 LO1071  NAD 27      -  40 13 20.61200(N)    110 06 15.82200(W) AD(       ) 1
 LO1071  NGVD 29 (07/19/86) 1720.5    (m)         5645.     (f) VERT ANG       
 LO1071
 LO1071.Superseded values are not recommended for survey control.
 LO1071
 LO1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1071.See file dsdata.pdf to determine how the superseded data were derived.
 LO1071
 LO1071_MARKER: DB = BENCH MARK DISK
 LO1071_SETTING: 80 = SET IN A BOULDER
 LO1071_STAMPING: M 1934 FLAT TOP
 LO1071_MARK LOGO: USGS
 LO1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1071+STABILITY: SURFACE MOTION
 LO1071
 LO1071  HISTORY     - Date     Condition        Report By
 LO1071  HISTORY     - 1934     MONUMENTED       USGS
 LO1071  HISTORY     - 1947     GOOD             CGS
 LO1071  HISTORY     - 1963     GOOD             USGS
 LO1071  HISTORY     - 1980     GOOD             LOCENG
 LO1071
 LO1071                          STATION DESCRIPTION
 LO1071
 LO1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LO1071'THE STATION IS LOCATED ON TOP OF A FLAT TOPPED BUTTE, THE MOST
 LO1071'PROMINENT BUTTE IN VICINITY, ABOUT 3 MILES AIRLINE NORTHWEST OF
 LO1071'MYTON, ON THE NORTHWEST CORNER OF FLAT, IN THE CENTER OF A SLIGHT
 LO1071'MOUND, A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN TOP OF A
 LO1071'BOULDER FLUSH AND IS STAMPED M 1934 FLAT TOP.
 LO1071'
 LO1071'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL REFERENCE DISK,
 LO1071'APPROXIMATELY THE SAME ELEVATION AS STATION, SET IN BOULDER WHICH
 LO1071'PROJECTS 3 INCHES AND STAMPED FLAT TOP NO 1.
 LO1071'
 LO1071'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL REFERENCE DISK,
 LO1071'APPROXIMATELY THE SAME ELEVATION AS STATION, SET IN BOULDER
 LO1071'WHICH PROJECTS 6 INCHES AND STAMPED FLAT TOP NO 2.
 LO1071'
 LO1071'THE AZIMUTH MARK A U.S.C. AND G. SURVEY BRONZE DISK, 0.6 MILE WEST
 LO1071'OF THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 53, 36
 LO1071'FEET NORTHEAST OF THE INTERSECTION OF HIGHWAY 40 AND DIRT ROAD
 LO1071'NORTH, 2 FEET EAST OF THE WEST END OF THE NORTH ABUTMENT OF A
 LO1071'CONCRETE CULVERT, SET FLUSH AND STAMPED FLAT TOP USGS 1946.
 LO1071'
 LO1071'TO REACH FROM MYTON, GO NORTH ON U.S. HIGHWAY 40 FOR 1.3 MILE
 LO1071'TO A DIRT ROAD LEFT.  TURN LEFT (W) AND GO 1.5 MILE TO A DIM
 LO1071'TRACK ROAD ON RIGHT.  TURN RIGHT (NORTHEASTERLY) AND FOLLOW DIM
 LO1071'TRACKS ALONG CANAL FOR 0.6 MILE TO A BRIDGE.  CROSS BRIDGE AND
 LO1071'FOLLOW DIM TRACKS FOR 0.4 MILE TO FORK IN GULCH.  CROSS WASH
 LO1071'KEEPING TO RIGHT FORK OF GULCH TOWARD FLAT-TOPPED HILL FOR 0.5
 LO1071'MILE TO END OF TRUCK TRAVEL.  HERE PACK WESTERLY TO TOP OF
 LO1071'HILL, THENCE NORTHWESTERLY TO STATION.  A FIFTEEN MINUTE PACK.
 LO1071
 LO1071                          STATION RECOVERY (1963)
 LO1071
 LO1071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LO1071'RECOVERED.
 LO1071'
 LO1071'STATION MARK--STANDARD TABLET, STAMPED ---FLAT TOP M 1934---,
 LO1071'CEMENTED IN LARGE BOULDER.
 LO1071
 LO1071                          STATION RECOVERY (1980)
 LO1071
 LO1071'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RSH)
 LO1071'M1934 FLAT TOP GOOD
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0842 ***********************************************************************
 LO0842  DESIGNATION -  FLO
 LO0842  PID         -  LO0842
 LO0842  STATE/COUNTY-  UT/SALT LAKE
 LO0842  COUNTRY     -  US
 LO0842  USGS QUAD   -  DROMEDARY PEAK (2017)
 LO0842
 LO0842                         *CURRENT SURVEY CONTROL
 LO0842  ______________________________________________________________________
 LO0842* NAD 83(1994) POSITION- 40 35 28.83838(N) 111 40 16.70592(W)   ADJUSTED
 LO0842* NAVD 88 ORTHO HEIGHT -  3394.5   (meters)    11137.    (feet) VERTCON3
 LO0842  ______________________________________________________________________
 LO0842  GEOID HEIGHT    -        -15.715 (meters)                     GEOID18
 LO0842  LAPLACE CORR    -          5.37  (seconds)                    DEFLEC18
 LO0842  HORZ ORDER      -  THIRD
 LO0842
 LO0842.The horizontal coordinates were established by classical geodetic methods
 LO0842.and adjusted by the National Geodetic Survey in November 1997.
 LO0842
 LO0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0842
 LO0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0842.GEOID18 height accuracy estimate available here.
 LO0842
 LO0842.Click photographs - Photos may exist for this station.
 LO0842
 LO0842.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0842
 LO0842. The following values were computed from the NAD 83(1994) position.
 LO0842
 LO0842;                    North         East     Units Scale Factor Converg.
 LO0842;SPC UT C     - 2,250,704.024   485,498.599   MT  0.99998593   -0 06 35.0
 LO0842;SPC UT C     - 7,384,184.79  1,592,839.99   sFT  0.99998593   -0 06 35.0
 LO0842;UTM  12      - 4,493,610.513   443,194.574   MT  0.99963972   -0 26 12.5
 LO0842
 LO0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0842!SPC UT C     -   0.99947026  x   0.99998593  =   0.99945619
 LO0842!UTM  12      -   0.99947026  x   0.99963972  =   0.99911017
 LO0842
 LO0842:                Primary Azimuth Mark                     Grid Az
 LO0842:SPC UT C     -  SUGARLOAF=11049                          125 43 06.2
 LO0842:UTM  12      -  SUGARLOAF=11049                          126 02 43.7
 LO0842
 LO0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4319493610(NAD 83)
 LO0842
 LO0842|---------------------------------------------------------------------|
 LO0842| PID    Reference Object                     Distance      Geod. Az  |
 LO0842|                                                           dddmmss.s |
 LO0842| LO0840 SUGARLOAF=11049                     APPROX. 4.8 KM 1253631.2 |
 LO0842|---------------------------------------------------------------------|
 LO0842
 LO0842                          SUPERSEDED SURVEY CONTROL
 LO0842
 LO0842  NAD 83(1993)-  40 35 28.83840(N)    111 40 16.70443(W) AD(       ) 3
 LO0842  NAD 83(1986)-  40 35 28.82585(N)    111 40 16.69651(W) AD(       ) 3
 LO0842  NAD 27      -  40 35 29.01272(N)    111 40 13.96584(W) AD(       ) 3
 LO0842  NGVD 29 (07/19/86) 3393.1    (m)        11132.     (f) VERT ANG       
 LO0842
 LO0842.Superseded values are not recommended for survey control.
 LO0842
 LO0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0842.See file dsdata.pdf to determine how the superseded data were derived.
 LO0842
 LO0842_MARKER: DD = SURVEY DISK
 LO0842_SETTING: 66 = SET IN ROCK OUTCROP
 LO0842_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0842+STABILITY: POSITION/ELEVATION WELL
 LO0842
 LO0842  HISTORY     - Date     Condition        Report By
 LO0842  HISTORY     - 1954     MONUMENTED       USGS
 LO0842
 LO0842                          STATION DESCRIPTION
 LO0842
 LO0842'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LO0842'LOCATED ABOUT 4.5 MI. W. OF BRIGHTON, 2 MI. NW. OF ALTA AND 1.5 MI.
 LO0842'SE. OF LAKE FLORENCE, ON THE HIGHEST PART OF A PINNACLE SHAPED PEAK.
 LO0842'
 LO0842'TO REACH FROM BRIGHTON, DRIVE N. AND W. ON OILED RD. FOR 8.5 MI. TO
 LO0842'DIRT T-RD. HEADING UP MINERAL FORK, THEN DRIVE 5.5 MI. UP ZIG ZAG RD.
 LO0842'TO A MINE.  PACK SE. TO RIDGE FROM HERE STATION LIES SW. ABOUT 0.5 MI.
 LO0842'ON SHARP PEAK.  PACK ALONG E. SIDE OF VALLEY TO HIGH SADDLE AND W.
 LO0842'ALONG RIDGE TO HIGHEST PEAK ABOUT 1000 FT. W. AND STATION. ABOUT 1 HR.
 LO0842'PACK.
 LO0842'
 LO0842'STATION MARK - STANDARD TABLET STAMPED ---FLO 1954--- CEMENTED IN ROCK
 LO0842'OUTCROP
 LO0842'
 LO0842'REFERENCE MARK NO.1 - CHISELED CROSS, 12.64 FT. FROM STATION MARK,
 LO0842'N 00 DEG 09 MIN W.
 LO0842'
 LO0842'REFERENCE MARK NO.2 - CHISELED CROSS, 12.52 FT. FROM STATION MARK,
 LO0842'S 27 DEG 58 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0392 ***********************************************************************
 LP0392  CBN         -  This is a Cooperative Base Network Control Station.
 LP0392  DESIGNATION -  FLOROS
 LP0392  PID         -  LP0392
 LP0392  STATE/COUNTY-  UT/SALT LAKE
 LP0392  COUNTRY     -  US
 LP0392  USGS QUAD   -  COPPERTON (2017)
 LP0392
 LP0392                         *CURRENT SURVEY CONTROL
 LP0392  ______________________________________________________________________
 LP0392* NAD 83(2011) POSITION- 40 35 16.31282(N) 112 01 38.65352(W)   ADJUSTED
 LP0392* NAD 83(2011) ELLIP HT-  1475.590 (meters)        (06/27/12)   ADJUSTED
 LP0392* NAD 83(2011) EPOCH   -  2010.00
 LP0392* NAVD 88 ORTHO HEIGHT -  1492.9   (meters)     4898.    (feet) GPS OBS
 LP0392  ______________________________________________________________________
 LP0392  NAVD 88 orthometric height was determined with geoid model    GEOID09
 LP0392  GEOID HEIGHT    -        -17.270 (meters)                     GEOID09
 LP0392  GEOID HEIGHT    -        -17.271 (meters)                     GEOID18
 LP0392  NAD 83(2011) X  - -1,819,597.633 (meters)                     COMP
 LP0392  NAD 83(2011) Y  - -4,497,467.795 (meters)                     COMP
 LP0392  NAD 83(2011) Z  -  4,128,734.303 (meters)                     COMP
 LP0392  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC18
 LP0392
 LP0392  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LP0392  Standards:
 LP0392         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LP0392            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LP0392  -------------------------------------------------------------------
 LP0392  NETWORK    0.65   1.43           0.30   0.22   0.73     -0.17372273
 LP0392  -------------------------------------------------------------------
 LP0392  Click here for local accuracies and other accuracy information.
 LP0392
 LP0392.The horizontal coordinates were established by GPS observations
 LP0392.and adjusted by the National Geodetic Survey in June 2012.
 LP0392
 LP0392.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LP0392.been affixed to the stable North American tectonic plate. See 
 LP0392.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LP0392
 LP0392.The horizontal coordinates are valid at the epoch date displayed above
 LP0392.which is a decimal equivalence of Year/Month/Day.
 LP0392
 LP0392.The orthometric height was determined by GPS observations and a
 LP0392.high-resolution geoid model.
 LP0392
 LP0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0392.GEOID18 height accuracy estimate available here.
 LP0392
 LP0392.Click photographs - Photos may exist for this station.
 LP0392
 LP0392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LP0392
 LP0392.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0392
 LP0392.The ellipsoidal height was determined by GPS observations
 LP0392.and is referenced to NAD 83.
 LP0392
 LP0392. The following values were computed from the NAD 83(2011) position.
 LP0392
 LP0392;                    North         East     Units Scale Factor Converg.
 LP0392;SPC UT C     - 2,250,435.410   455,352.466   MT  0.99998513   -0 20 16.2
 LP0392;SPC UT C     - 7,383,303.51  1,493,935.55   sFT  0.99998513   -0 20 16.2
 LP0392;UTM  12      - 4,493,514.961   413,057.075   MT  0.99969304   -0 40 06.5
 LP0392
 LP0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0392!SPC UT C     -   0.99976858  x   0.99998513  =   0.99975371
 LP0392!UTM  12      -   0.99976858  x   0.99969304  =   0.99946169
 LP0392
 LP0392:                Primary Azimuth Mark                     Grid Az
 LP0392:SPC UT C     -  AIRPORT BCN SALT LAKE NO 2 APT           035 58 34.8
 LP0392:UTM  12      -  AIRPORT BCN SALT LAKE NO 2 APT           036 18 25.1
 LP0392
 LP0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1305793514(NAD 83)
 LP0392
 LP0392|---------------------------------------------------------------------|
 LP0392| PID    Reference Object                     Distance      Geod. Az  |
 LP0392|                                                           dddmmss.s |
 LP0392| CM5585 FLOROS RM 2                          11.425 METERS 00126     |
 LP0392| LO0925 AIRPORT BCN SALT LAKE NO 2 APT      APPROX. 4.3 KM 0353818.6 |
 LP0392| CM5584 FLOROS RM 1                          10.602 METERS 04934     |
 LP0392| CM4118 2S2W 2602                                          3470409.9 |
 LP0392|---------------------------------------------------------------------|
 LP0392
 LP0392                          SUPERSEDED SURVEY CONTROL
 LP0392
 LP0392  NAD 83(2007)-  40 35 16.31247(N)    112 01 38.65400(W) AD(2002.00) 0
 LP0392  ELLIP H (02/10/07) 1475.601  (m)                       GP(2002.00)    
 LP0392  ELLIP H (06/28/00) 1475.630  (m)                       GP(       ) 4 1
 LP0392  NAD 83(1994)-  40 35 16.31163(N)    112 01 38.65243(W) AD(       ) B
 LP0392  ELLIP H (04/21/95) 1475.663  (m)                       GP(       ) 4 1
 LP0392  NAD 83(1986)-  40 35 16.30137(N)    112 01 38.64388(W) AD(       ) 1
 LP0392  NAD 27      -  40 35 16.49049(N)    112 01 35.86513(W) AD(       ) 1
 LP0392  NAVD 88 (04/21/95) 1492.9    (m)  GEOID93  model used  GPS OBS        
 LP0392  NGVD 29 (07/19/86) 1491.7    (m)         4894.     (f) VERT ANG       
 LP0392
 LP0392.Superseded values are not recommended for survey control.
 LP0392
 LP0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0392.See file dsdata.pdf to determine how the superseded data were derived.
 LP0392
 LP0392_MARKER: DH = HORIZONTAL CONTROL DISK
 LP0392_SETTING: 80 = SET IN A BOULDER
 LP0392_STAMPING: FLOROS 1973
 LP0392_MARK LOGO: NGS
 LP0392_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LP0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0392+STABILITY: SURFACE MOTION
 LP0392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0392+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1999
 LP0392
 LP0392  HISTORY     - Date     Condition        Report By
 LP0392  HISTORY     - 1973     MONUMENTED       NGS
 LP0392  HISTORY     - 1973     GOOD             NGS
 LP0392  HISTORY     - 19920727 GOOD             NOS
 LP0392  HISTORY     - 19931005 GOOD             NGS
 LP0392  HISTORY     - 19990614 GOOD             SLCS
 LP0392
 LP0392                          STATION DESCRIPTION
 LP0392
 LP0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LP0392'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF KEARNS, 5
 LP0392'MILES WEST-NORTHWEST OF SOUTH JORDAN, 4 MILES SOUTHWEST OF WEST
 LP0392'JORDAN, IN THE NE 1/4 SECTION 2, T3S, R2W, SOUTH OF A CUT BANK, AND
 LP0392'ON PROPERTY OWNED BY MR. MAX SCHMIDT, PHONE NUMBER 262-4643.
 LP0392'
 LP0392'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 48 AND 68
 LP0392'IN WEST JORDAN, GO WEST ON STATE HIGHWAY 48 FOR 2.5 MILES TO 4000
 LP0392'WEST STREET.  (TO REACH 3S 2W 1206 (SL CO) TURN LEFT AND GO SOUTH
 LP0392'ON 4000 WEST STREET FOR 1.3 MILES TO 9400 SOUTH STREET.  TURN
 LP0392'RIGHT AND GO WEST ON 9400 SOUTH STREET FOR 1.2 MILES TO A GRAVEL
 LP0392'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.5 MILE TO THE
 LP0392'MARK ON THE EAST SIDE OF THE ROAD, ON TOP OF AN EMBANKMENT.)
 LP0392'CONTINUE WEST ON STATE HIGHWAY 48 FOR 0.1 MILE TO A FORK.  KEEP
 LP0392'LEFT AND GO SOUTHWEST ON STATE HIGHWAY 48 FOR 0.7 MILE TO
 LP0392'A RAILROAD TRACK.  CONTINUE SOUTHWEST FOR 1.5 MILES TO
 LP0392'A FIELD ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH 0.3 MILE TO
 LP0392'A SIDEROAD RIGHT.  TURN RIGHT AND GO WEST ON A DIM TRACK ROAD
 LP0392'FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 LP0392'
 LP0392'THE STATION MARK IS A STANDARD DISK STAMPED FLOROS 1973, CEMENTED
 LP0392'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 LP0392'GROUND SURFACE.  IT IS 61.0 FEET NORTH OF THE EDGE OF A PLOWED
 LP0392'FIELD, 36.0 FEET SOUTH OF THE EDGE OF A CUT BANK, AND 5.0 FEET
 LP0392'NORTHEAST OF A METAL WITNESS POST.
 LP0392'
 LP0392'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FLOROS NO 1 1973,
 LP0392'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 LP0392'THE GROUND SURFACE.  IT IS 84.0 FEET NORTH OF THE EDGE OF A
 LP0392'PLOWED FIELD, 35.0 FEET EAST-NORTHEAST OF A METAL WITNESS POST,
 LP0392'13.0 FEET SOUTH OF THE EDGE OF A CUT BANK, AND ABOUT THE SAME
 LP0392'ELEVATION AS THE STATION.
 LP0392'
 LP0392'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FLOROS NO 2 1973,
 LP0392'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 LP0392'THE GROUND SURFACE.  IT IS 99.5 FEET NORTH OF THE EDGE OF A
 LP0392'PLOWED FIELD, 40.0 FEET NORTH OF A WITNESS POST, 3.0 FEET SOUTH OF
 LP0392'THE EDGE OF A CUT BANK, AND ABOUT THE SAME ELEVATION AS THE
 LP0392'STATION.
 LP0392'
 LP0392'3S 2W 1206 (SL CO) IS A STANDARD SALT LAKE COUNTY SECTION CORNER
 LP0392'DISK, STAMPED 4 COR 12 7, SET IN THE TOP OF A PRECAST 6-INCH
 LP0392'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 LP0392'GROUND SURFACE.  IT IS 27.0 FEET WEST OF A POWERLINE POLE, 14.0
 LP0392'FEET EAST OF THE CENTER OF THE GRAVEL ROAD AND ABOUT 7.0 FEET
 LP0392'HIGHER THAN THE GRAVEL ROAD. (THIS MARK WILL SERVE AS AN
 LP0392'AZIMUTH.)
 LP0392
 LP0392                          STATION RECOVERY (1973)
 LP0392
 LP0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LP0392'RECOVERED IN GOOD CONDITION.
 LP0392
 LP0392                          STATION RECOVERY (1992)
 LP0392
 LP0392'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 LP0392'RECOVERED IN GOOD CONDITION.
 LP0392
 LP0392                          STATION RECOVERY (1993)
 LP0392
 LP0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 LP0392'STATION IS LOCATED ABOUT 20 KM (12.40 MI) SOUTHWEST OF SALT LAKE CITY,
 LP0392'10 KM (6.20 MI) WEST OF INTERSTATE HIGHWAY 15, 4 KM (2.50 MI)
 LP0392'SOUTHWEST OF SALT LAKE COUNTY AIRPORT NUMBER 2, ON OPEN RANGE, ON THE
 LP0392'WEST EXTENSION OF 9000 SOUTH.  OWNERSHIP--UNKNOWN. TO REACH FROM THE
 LP0392'UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 15 AND STATE HIGHWAY
 LP0392'48 (EXIT 301) IN MIDVALE, GO WEST ON HIGHWAY 48 FOR 0.53 KM (0.30 MI)
 LP0392'TO A T-ROAD.  TURN LEFT, SOUTH, ON HIGHWAY 48 (700 WEST) FOR 1.33 KM
 LP0392'(0.80 MI) TO A CROSSROAD.  TURN RIGHT, WEST, ON HIGHWAY 48 (CENTER
 LP0392'STREET) FOR 7.15 KM (4.45 MI) TO A PAVED ROAD RIGHT TO AIRPORT NUMBER
 LP0392'2.  CONTINUE AHEAD ON HIGHWAY 48 FOR 1.32 KM (0.80 MI) TO MASCARO WAY
 LP0392'ON THE LEFT.  CONTINUE AHEAD FOR 1.46 KM (0.90 MI) TO A GRAVEL
 LP0392'CROSSROAD.  TURN LEFT, SOUTH, ON ROAD THROUGH FIELD FOR 0.56 KM (0.35
 LP0392'MI) TO THE NORTHEAST CORNER OF A FENCE AROUND A SMALL BUILDING.  TURN
 LP0392'RIGHT, WEST, ALONG THE NORTH SIDE OF FENCE FOR 0.06 KM (0.05 MI) TO
 LP0392'THE NORTHWEST FENCE CORNER.  BEAR LEFT, SOUTHWEST, THEN WEST, ON DIM
 LP0392'ROAD FOR 0.25 KM (0.15 MI) TO THE STATION ON SOUTH SIDE OF AN
 LP0392'EMBANKMENT. STATION MARK IS A DISK SET IN A DRILL HOLE IN AN 0.2 M
 LP0392'(0.7 FT) X 0.4 M (1.3 FT) FLUSH BOULDER IN LOW WEEDS.  IT IS 12 M
 LP0392'(39.4 FT) SOUTH OF THE DROPOFF, 15 M (49.2 FT) NORTH OF A CULTIVATED
 LP0392'FIELD EDGE, 11.2 M (36.7 FT) SOUTHWEST OF A UTILITY POLE, 0.9 M (3.0
 LP0392'FT) SOUTHEAST OF A METAL WITNESS POST, AND 1.2 M (3.9 FT) NORTHWEST OF
 LP0392'A 1.5 M (4.9 FT) HIGH PIPE. DESCRIBED BY G.R.HEID
 LP0392
 LP0392                          STATION RECOVERY (1999)
 LP0392
 LP0392'RECOVERY NOTE BY SALT LAKE COUNTY SURVEYOR 1999 (DW)
 LP0392'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0427 ***********************************************************************
 KO0427  DESIGNATION -  FLOWELL
 KO0427  PID         -  KO0427
 KO0427  STATE/COUNTY-  UT/MILLARD
 KO0427  COUNTRY     -  US
 KO0427  USGS QUAD   -  PAHVANT BUTTE SOUTH (2017)
 KO0427
 KO0427                         *CURRENT SURVEY CONTROL
 KO0427  ______________________________________________________________________
 KO0427* NAD 83(1994) POSITION- 39 04 11.45452(N) 112 31 01.68932(W)   ADJUSTED
 KO0427* NAVD 88 ORTHO HEIGHT -  1526.4   (meters)     5008.    (feet) VERTCON3
 KO0427  ______________________________________________________________________
 KO0427  GEOID HEIGHT    -        -19.605 (meters)                     GEOID18
 KO0427  LAPLACE CORR    -          7.32  (seconds)                    DEFLEC18
 KO0427  HORZ ORDER      -  FIRST
 KO0427
 KO0427.The horizontal coordinates were established by classical geodetic methods
 KO0427.and adjusted by the National Geodetic Survey in November 1997.
 KO0427
 KO0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0427
 KO0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0427.GEOID18 height accuracy estimate available here.
 KO0427
 KO0427.Click photographs - Photos may exist for this station.
 KO0427
 KO0427.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0427
 KO0427. The following values were computed from the NAD 83(1994) position.
 KO0427
 KO0427;                    North         East     Units Scale Factor Converg.
 KO0427;SPC UT C     - 2,082,269.006   411,978.884   MT  0.99998730   -0 39 05.6
 KO0427;SPC UT C     - 6,831,577.56  1,351,634.06   sFT  0.99998730   -0 39 05.6
 KO0427;UTM  12      - 4,325,623.100   368,754.614   MT  0.99981210   -0 57 22.8
 KO0427
 KO0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0427!SPC UT C     -   0.99976365  x   0.99998730  =   0.99975095
 KO0427!UTM  12      -   0.99976365  x   0.99981210  =   0.99957579
 KO0427
 KO0427:                Primary Azimuth Mark                     Grid Az
 KO0427:SPC UT C     -  FLOWELL AZ MK                            085 40 56.3
 KO0427:UTM  12      -  FLOWELL AZ MK                            085 59 13.5
 KO0427
 KO0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ6875425623(NAD 83)
 KO0427
 KO0427|---------------------------------------------------------------------|
 KO0427| PID    Reference Object                     Distance      Geod. Az  |
 KO0427|                                                           dddmmss.s |
 KO0427| CM5588 FLOWELL RM 2                          5.074 METERS 04156     |
 KO0427| CM5586 FLOWELL AZ MK                                      0850150.7 |
 KO0427| JO0484 FILLMORE UP RR WATER TANK           APPROX.18.0 KM 1280103.1 |
 KO0427| CM5587 FLOWELL RM 1                          9.663 METERS 34539     |
 KO0427|---------------------------------------------------------------------|
 KO0427
 KO0427                          SUPERSEDED SURVEY CONTROL
 KO0427
 KO0427  NAD 83(1986)-  39 04 11.44749(N)    112 31 01.68276(W) AD(       ) 1
 KO0427  NAD 27      -  39 04 11.58800(N)    112 30 58.88700(W) AD(       ) 1
 KO0427  NGVD 29 (07/19/86) 1525.3    (m)         5004.     (f) VERT ANG       
 KO0427
 KO0427.Superseded values are not recommended for survey control.
 KO0427
 KO0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0427.See file dsdata.pdf to determine how the superseded data were derived.
 KO0427
 KO0427_MARKER: DS = TRIANGULATION STATION DISK
 KO0427_SETTING: 66 = SET IN ROCK OUTCROP
 KO0427_STAMPING: FLOWELL 1947
 KO0427_MARK LOGO: CGS
 KO0427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0427+STABILITY: POSITION/ELEVATION WELL
 KO0427
 KO0427  HISTORY     - Date     Condition        Report By
 KO0427  HISTORY     - 1947     MONUMENTED       CGS
 KO0427  HISTORY     - 1957     GOOD             CGS
 KO0427
 KO0427                          STATION DESCRIPTION
 KO0427
 KO0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KO0427'THE STATION IS LOCATED ABOUT 12 MILES AIRLINE NORTHWEST OF
 KO0427'FILLMORE AND 7.5 MILES AIRLINE NORTHWEST OF FLOWELL ON A PROMINENT
 KO0427'RIDGE OF LAVA ROCK THAT EXTENDS SOUTHERLY FROM PAVANT BUTTE,
 KO0427'A LONE PROMINENT BUTTE.  THE STATION MARK IS A BRONZE DISK SET
 KO0427'FLUSH NEAR THE SOUTHERN END OF RIDGE.  IT IS STAMPED, FLOWELL
 KO0427'1947.
 KO0427'
 KO0427'REFERENCE MARK NO. 1 IS A BRONZE DISK SET FLUSH 1 FOOT HIGHER
 KO0427'THAN THE STATION MARK AND IS STAMPED, FLOWELL NO 1 1947.
 KO0427'
 KO0427'REFERENCE MARK NO. 2 IS A BRONZE DISK SET FLUSH 1 FOOT HIGHER
 KO0427'THAN THE STATION MARK AND IS STAMPED, FLOWELL NO 2 1947.
 KO0427'
 KO0427'THE AZIMUTH MARK IS A BRONZE DISK, PROJECTS 2 FEET, IS 10 FEET
 KO0427'WEST OF A TRACK ROAD AND IS STAMPED, FLOWELL 1947.
 KO0427'
 KO0427'TO REACH THE STATION FROM FILLMORE.  GO WEST ON STATE HIGHWAY
 KO0427'100, 5.3 MILES TO A CROSSROAD AT TOP OF HILL.  TURN RIGHT,
 KO0427'GO NORTHERLY ON MAIN ROAD 4.3 MILES TO A CROSSROAD.  TURN
 KO0427'LEFT, GO 2.1 MILES TO A GATE.  PASS THROUGH GATE, FOLLOW MAIN
 KO0427'TRACK ROAD NORTHWESTERLY TO TOP OF SANDY BENCH AND AZIMUTH
 KO0427'MARK ON LEFT.  CONTINUE ON TRACK ROAD 0.2 MILE THEN TURN LEFT
 KO0427'WESTERLY.  GO 0.3 MILE TO FOOT OF RIDGE AND END OF TRUCK
 KO0427'TRAVEL.  WALK WEST TO TOP OF RIDGE THEN ALONG RIDGE TO LEFT TO
 KO0427'STATION.  A 5 MINUTE PACK, THE LAST 4 MILE OF TRUCK TRAVEL IS
 KO0427'THROUGH LOOSE SAND.
 KO0427
 KO0427                          STATION RECOVERY (1957)
 KO0427
 KO0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0427'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 KO0427'CONDITION.  THE ORIGINAL DESCRIPTION OF HOW TO REACH THE
 KO0427'STATION HAS BEEN CHANGED DUE TO NEW ROADS.  A COMPLETE DESCRIPTION
 KO0427'FOLLOWS.
 KO0427'
 KO0427'STATION IS LOCATED, AIRLINE, ABOUT 13-1/2 MILES WEST SOUTHWEST
 KO0427'OF HOLDEN, 12 MILES NORTHWEST OF FILLMORE, 7-1/2 MILES NORTHWEST
 KO0427'OF THE SMALL VILLAGE OF FLOWELL AND ON A PROMINENT RIDGE OF
 KO0427'LAVA ROCK THAT EXTENDS NORTH AND SOUTH.
 KO0427'
 KO0427'TO REACH THE STATION FROM THE U.S. POST OFFICE IN FILLMORE--GO
 KO0427'NORTH ON U.S. HIGHWAY 91 FOR 0.15 MILE, TURN LEFT, WEST,
 KO0427'ON FIRST NORTH STREET AND GO 1.5 MILES.  TURN RIGHT AND GO
 KO0427'5.4 MILES TO A CROSSROAD AND WHERE THE HIGHWAY TURNS LEFT.
 KO0427'TURN RIGHT AND GO 1.0 MILE, TURN LEFT AND FOLLOW THE MAIN
 KO0427'TRAVELED ROAD WHICH BEARS NORTHWESTERLY FOR 4.0 MILES TO A
 KO0427'DIM TRACK ROAD ON THE RIGHT.  THIS IS JUST AFTER COMING OUT
 KO0427'OF AN S CURVE INTO A SMALL FLAT.  TURN RIGHT, PASSING TO THE
 KO0427'LEFT OF A SMALL MOUND OF ROCKS, AND GO NORTHWESTERLY FOR 0.3
 KO0427'MILE TO A Y FORK IN A WASH.  KEEP RIGHT, NORTHERLY, AND GO
 KO0427'2.3 MILES TO A REVERSE Y FORK.  CONTINUE NORTHERLY AND GO
 KO0427'0.2 MILE TO A ROAD FORK ON THE LEFT.  CONTINUE ON THE
 KO0427'RIGHT FORK AND GO 0.2 MILE TO A ROAD FORK ON THE LEFT.
 KO0427'TAKE THE LEFT FORK, NORTHWEST, AND GO 0.7 MILE, UP OVER A
 KO0427'SANDY BENCH, TO A Y FORK.  TAKE THE RIGHT FORK, NORTH, AND
 KO0427'GO 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT IN A LARGE
 KO0427'BOULDER.  CONTINUE NORTH AND GO ABOUT 0.3 MILE NORTH AND
 KO0427'NORTHWEST, THEN WESTERLY TOWARDS THE EAST BASE OF THE ROCKY
 KO0427'RIDGE FOR ABOUT 0.2 MILE OVER SAND DUNES TO THE BASE OF
 KO0427'THE RIDGE AND THE END OF TRUCK TRAVEL.  PACK WEST UP ON THE
 KO0427'RIDGE THEN SOUTH TO THE SOUTH END OF THE RIDGE AND THE
 KO0427'STATION.  DISTANCE OF THE PACK IS ABOUT 100 YARDS.
 KO0427'
 KO0427'NOTE--A FOUR WHEEL DRIVE JEEP IS NECESSARY FOR THE LAST 1.5
 KO0427'MILES DUE TO DEEP, LOOSE SAND.
 KO0427'
 KO0427'STATION MARK, STAMPED FLOWELL 1947, IS A STANDARD DISK CEMENTED
 KO0427'IN A DRILL HOLE IN LAVA BEDROCK FLUSH WITH THE GROUND.  IT IS
 KO0427'15 FEET NORTH OF A 20 FOOT DROP OFF AND ABOUT IN THE CENTER
 KO0427'OF THE RIDGE EAST AND WEST.
 KO0427'
 KO0427'REFERENCE MARK NUMBER 1, STAMPED FLOWELL NO 1 1947, IS A STANDARD
 KO0427'DISK CEMENTED IN A DRILL HOLE IN LAVA BEDROCK, PROJECTING
 KO0427'2 FEET AND IS AT THE SAME ELEVATION AS THE STATION.  IT IS 10
 KO0427'FEET EAST OF THE WEST EDGE OF THE RIDGE.
 KO0427'
 KO0427'REFERENCE MARK NUMBER 2, STAMPED FLOWELL NO 2 1947, IS A STANDARD
 KO0427'DISK CEMENTED IN A DRILL HOLE IN LAVA BEDROCK, PROJECTING
 KO0427'1 FOOT AND 2 FEET HIGHER THAN THE STATION.  IT IS SEPARATED
 KO0427'FROM THE STATION BY AN 8 FOOT CLEFT IN THE LAVA ROCK.
 KO0427'
 KO0427'AZIMUTH MARK, STAMPED FLOWELL 1947, IS A STANDARD DISK CEMENTED
 KO0427'IN A DRILL HOLE IN A BOULDER 4 BY 5 FEET AND PROJECTING 2 FEET.
 KO0427'IT IS 10 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0684 ***********************************************************************
 LN0684  DESIGNATION -  FLUME
 LN0684  PID         -  LN0684
 LN0684  STATE/COUNTY-  UT/UINTAH
 LN0684  COUNTRY     -  US
 LN0684  USGS QUAD   -  MARSH PEAK (2017)
 LN0684
 LN0684                         *CURRENT SURVEY CONTROL
 LN0684  ______________________________________________________________________
 LN0684* NAD 83(1994) POSITION- 40 38 09.56252(N) 109 51 30.07832(W)   ADJUSTED
 LN0684* NAVD 88 ORTHO HEIGHT -  2948.2   (meters)     9673.    (feet) VERTCON3
 LN0684  ______________________________________________________________________
 LN0684  GEOID HEIGHT    -        -13.949 (meters)                     GEOID18
 LN0684  LAPLACE CORR    -         -8.68  (seconds)                    DEFLEC18
 LN0684  HORZ ORDER      -  FIRST
 LN0684
 LN0684.The horizontal coordinates were established by classical geodetic methods
 LN0684.and adjusted by the National Geodetic Survey in November 1997.
 LN0684
 LN0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0684
 LN0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0684.GEOID18 height accuracy estimate available here.
 LN0684
 LN0684.Click photographs - Photos may exist for this station.
 LN0684
 LN0684.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0684
 LN0684. The following values were computed from the NAD 83(1994) position.
 LN0684
 LN0684;                    North         East     Units Scale Factor Converg.
 LN0684;SPC UT C     - 2,256,922.259   638,868.899   MT  0.99999654   +1 03 05.8
 LN0684;SPC UT C     - 7,404,585.78  2,096,022.38   sFT  0.99999654   +1 03 05.8
 LN0684;UTM  12      - 4,498,976.161   596,541.350   MT  0.99971472   +0 44 36.8
 LN0684
 LN0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0684!SPC UT C     -   0.99953993  x   0.99999654  =   0.99953647
 LN0684!UTM  12      -   0.99953993  x   0.99971472  =   0.99925478
 LN0684
 LN0684:                Primary Azimuth Mark                     Grid Az
 LN0684:SPC UT C     -  FLUME AZ MK                              131 03 18.7
 LN0684:UTM  12      -  FLUME AZ MK                              131 21 47.7
 LN0684
 LN0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK9654198976(NAD 83)
 LN0684
 LN0684|---------------------------------------------------------------------|
 LN0684| PID    Reference Object                     Distance      Geod. Az  |
 LN0684|                                                           dddmmss.s |
 LN0684| CP5366 FLUME AZ MK                                        1320624.5 |
 LN0684| CP5367 FLUME RM 1                            9.284 METERS 23757     |
 LN0684| CP5368 FLUME RM 2                           11.597 METERS 32225     |
 LN0684|---------------------------------------------------------------------|
 LN0684
 LN0684                          SUPERSEDED SURVEY CONTROL
 LN0684
 LN0684  NAD 83(1993)-  40 38 09.56235(N)    109 51 30.07911(W) AD(       ) 1
 LN0684  NAD 83(1986)-  40 38 09.54232(N)    109 51 30.06569(W) AD(       ) 1
 LN0684  NAD 27      -  40 38 09.70800(N)    109 51 27.53100(W) AD(       ) 1
 LN0684  NGVD 29 (07/19/86) 2946.6    (m)         9667.     (f) VERT ANG       
 LN0684
 LN0684.Superseded values are not recommended for survey control.
 LN0684
 LN0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0684.See file dsdata.pdf to determine how the superseded data were derived.
 LN0684
 LN0684_MARKER: DS = TRIANGULATION STATION DISK
 LN0684_SETTING: 80 = SET IN A BOULDER
 LN0684_STAMPING: FLUME 1947
 LN0684_MARK LOGO: CGS
 LN0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0684+STABILITY: SURFACE MOTION
 LN0684
 LN0684  HISTORY     - Date     Condition        Report By
 LN0684  HISTORY     - 1947     MONUMENTED       CGS
 LN0684  HISTORY     - 1963     GOOD             CGS
 LN0684
 LN0684                          STATION DESCRIPTION
 LN0684
 LN0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LN0684'THE STATION IS LOCATED ON THE NORTHEAST END AND HIGHEST POINT
 LN0684'OF A WOODED RIDGE WHICH IS EAST OF DRY CREEK, ABOUT 16.5 MILES
 LN0684'AIR LINE NORTHEAST OF NEOLA, ABOUT 11.4 MILES AIR LINE NORTHWEST
 LN0684'OF THE DRY FORK SETTLEMENT, 10 PACES EAST OF THE HIGHEST POINT,
 LN0684'10 FEET SOUTH OF A 12 INCH PINE TREE WITH A 6 INCH TRIANGLE BLAZE
 LN0684'ON WEST SIDE, 6 FEET NORTH-NORTHEAST OF A DEAD BARKLESS TREE,
 LN0684'PROJECTS 12 INCHES AND IS STAMPED FLUME 1947.
 LN0684'
 LN0684'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 LN0684'STATION, 10 PACES SOUTH OF THE HIGHEST POINT, 18 FEET
 LN0684'WEST-SOUTHWEST OF A DEAD BARKLESS TREE, PROJECTS 6 INCHES AND IS
 LN0684'STAMPED FLUME NO 1 1947.
 LN0684'
 LN0684'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT HIGHER THAN THE
 LN0684'STATION, 9 PACES NORTHWEST OF A 12 INCH PINE TREE WITH TRIANGLE
 LN0684'BLAZE, 5 PACES NORTHEAST OF THE HIGHEST POINT PROJECTS 18 INCHES
 LN0684'AND IS STAMPED FLUME NO 2 1947.
 LN0684'
 LN0684'THE AZIMUTH MARK IS ON THE WEST END OF A SMALL MESA, 40 PACES
 LN0684'SOUTH OF A LARGE AREA OF ASPEN TREES, 25 PACES NORTH OF A LARGE
 LN0684'AREA OF ASPEN TREES, 25 PACES EAST OF THE NORTHWEST BRIM,
 LN0684'PROJECTS 3 INCHES AND IS STAMPED FLUME 1947.
 LN0684'
 LN0684'TO REACH FROM THE POST OFFICE AT LA POINT.  GO EAST ON STATE
 LN0684'HIGHWAY 121 FOR 0.5 MILE TO A CROSSROAD JUST AFTER CROSSING
 LN0684'SECOND BRIDGE.  TURN LEFT (N) AND FOLLOW MAIN TRAVELED ROAD
 LN0684'FOR 5.2 MILES TO A REVERSE Y.  KEEP THE RIGHT FORK STRAIGHT
 LN0684'AHEAD ON MAIN TRAVELED ROAD FOR 1.9 MILES TO A FORK.  TAKE LEFT
 LN0684'FORK AND FOLLOW ROAD IN A NORTHWESTERLY DIRECTION FOR 1.7 MILES
 LN0684'TO A CATTLE GUARD AND FENCE.  CONTINUE STRAIGHT AHEAD FOR 1.3
 LN0684'MILE TO A REVERSE Y.  CONTINUE STRAIGHT (N) AND GO 1.2 MILE
 LN0684'TO A COAL MINE.  CONTINUE STRAIGHT AHEAD NORTHERLY FOR 4.5
 LN0684'MILES TO A CATTLE GUARD AND SIGN ASHLEY NATIONAL FOREST.
 LN0684'CONTINUE FOR 0.15 MILE TO A DIM ROAD RIGHT JUST AFTER
 LN0684'PASSING A SMALL WIRE PEN.  TURN RIGHT ON DIM ROAD AND GO
 LN0684'0.15 MILE TO CORRALS.  TURN LEFT (N) AND FOLLOW COW PATH FOR
 LN0684'0.45 MILE TO A DRAW.  CROSS DRAW AND FOLLOW RIDGE NORTH FOR 1.2
 LN0684'MILE TO EDGE OF ASPEN GROVE PASSING TO RIGHT OF SPRING AND
 LN0684'CORRALS NEAR THE MIDDLE OF RIDGE.  CONTINUE PAST ASPEN GROVE AND
 LN0684'GO 0.3 MILE NORTHWESTERLY ALONG THE FLAT-TOPPED RIDGE TO THE
 LN0684'NORTHWEST CORNER OF ASPEN GROVE AND AZIMUTH MARK.  TURN
 LN0684'LEFT SOUTH AND GO 0.3 MILE DOWN RIDGE TO A SMALL ROCK CAIRN.
 LN0684'TURN RIGHT AND CROSS DRAW KEEPING TO THE SOUTH OF AN ASPEN
 LN0684'GROVE AND CONTINUE NORTHWEST FOR 0.35 MILE TO THE END OF
 LN0684'TRUCK TRAVEL.  THE STATION IS ABOUT 1.5 MILES AIR LINE TO THE
 LN0684'NORTHWEST.  PICK UP OLD TRAIL AT ETT AND FOLLOW BLAZES TO BOTTOM
 LN0684'OF CANYON AND RIVER.  CROSS RIVER ON A FOOT LOG AND FOLLOW
 LN0684'BLAZES TO HIGHEST POINT AND STATION SITE AS DESCRIBED
 LN0684'ABOVE.  A 1 AND 1/2 HOUR PACK.  THE END OF TRUCK TRAVEL MENTIONED
 LN0684'IS FOR A 4 WHEEL DRIVE VEHICLE, THE END OF TRUCK TRAVEL FOR A 2
 LN0684'WHEEL DRIVE VEHICLE WILL BE THE DRAW JUST AFTER PASSING CORRALS.
 LN0684
 LN0684                          STATION RECOVERY (1963)
 LN0684
 LN0684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WCC)
 LN0684'STATION AND MARKS WERE FOUND AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HP0312 ***********************************************************************
 HP0312  DESIGNATION -  FOLD
 HP0312  PID         -  HP0312
 HP0312  STATE/COUNTY-  UT/WASHINGTON
 HP0312  COUNTRY     -  US
 HP0312  USGS QUAD   -  SCARECROW PEAK (2017)
 HP0312
 HP0312                         *CURRENT SURVEY CONTROL
 HP0312  ______________________________________________________________________
 HP0312* NAD 83(1994) POSITION- 37 12 10.27422(N) 114 02 51.50794(W)   ADJUSTED
 HP0312* NAVD 88 ORTHO HEIGHT -  1238.5   (meters)     4063.    (feet) VERTCON3
 HP0312  ______________________________________________________________________
 HP0312  GEOID HEIGHT    -        -24.822 (meters)                     GEOID18
 HP0312  LAPLACE CORR    -          2.63  (seconds)                    DEFLEC18
 HP0312  HORZ ORDER      -  FIRST
 HP0312
 HP0312.The horizontal coordinates were established by classical geodetic methods
 HP0312.and adjusted by the National Geodetic Survey in November 1997.
 HP0312
 HP0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0312
 HP0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 HP0312.GEOID18 height accuracy estimate available here.
 HP0312
 HP0312.Click photographs - Photos may exist for this station.
 HP0312
 HP0312.The Laplace correction was computed from DEFLEC18 derived deflections.
 HP0312
 HP0312. The following values were computed from the NAD 83(1994) position.
 HP0312
 HP0312;                    North         East     Units Scale Factor Converg.
 HP0312;SPC UT S     - 3,062,588.481   273,861.482   MT  1.00000240   -1 33 39.3
 HP0312;SPC UT S     -10,047,842.37    898,493.88   sFT  1.00000240   -1 33 39.3
 HP0312;UTM  11      - 4,121,459.846   762,021.245   MT  1.00044582   +1 47 10.1
 HP0312;UTM  12      - 4,121,727.876   229,520.353   MT  1.00050131   -1 50 37.8
 HP0312
 HP0312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0312!SPC UT S     -   0.99980958  x   1.00000240  =   0.99981198
 HP0312!UTM  11      -   0.99980958  x   1.00044582  =   1.00025532
 HP0312!UTM  12      -   0.99980958  x   1.00050131  =   1.00031080
 HP0312
 HP0312:                Primary Azimuth Mark                     Grid Az
 HP0312:SPC UT S     -  FOLD AZ MK                               354 22 39.7
 HP0312:UTM  11      -  FOLD AZ MK                               351 01 50.3
 HP0312:UTM  12      -  FOLD AZ MK                               354 39 38.2
 HP0312
 HP0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB6202121459(NAD 83)
 HP0312
 HP0312|---------------------------------------------------------------------|
 HP0312| PID    Reference Object                     Distance      Geod. Az  |
 HP0312|                                                           dddmmss.s |
 HP0312| HO0641 LOS ANGELES SALT LK AWY BN 37       APPROX.40.5 KM 0331350.2 |
 HP0312| HO0635 LOS ANGELES SALT LK AWY BN 36       APPROX.19.4 KM 0370650.1 |
 HP0312| HP0315 LOS ANGELES SALT LK AWY BN 34       APPROX.14.5 KM 2041051.5 |
 HP0312| DD5874 FOLD RM 1                             6.106 METERS 24259     |
 HP0312| DD5875 FOLD RM 2                             8.025 METERS 33410     |
 HP0312| DD5873 FOLD AZ MK                                         3524900.4 |
 HP0312|---------------------------------------------------------------------|
 HP0312
 HP0312                          SUPERSEDED SURVEY CONTROL
 HP0312
 HP0312  NAD 83(1992)-  37 12 10.27236(N)    114 02 51.50833(W) AD(       ) 1
 HP0312  NAD 83(1986)-  37 12 10.27018(N)    114 02 51.50799(W) AD(       ) 1
 HP0312  NAD 27      -  37 12 10.36100(N)    114 02 48.59900(W) AD(       ) 1
 HP0312  NGVD 29 (07/19/86) 1237.6    (m)         4060.     (f) VERT ANG       
 HP0312
 HP0312.Superseded values are not recommended for survey control.
 HP0312
 HP0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0312.See file dsdata.pdf to determine how the superseded data were derived.
 HP0312
 HP0312_MARKER: DS = TRIANGULATION STATION DISK
 HP0312_SETTING: 80 = SET IN A BOULDER
 HP0312_STAMPING: FOLD 1938
 HP0312_MARK LOGO: CGS
 HP0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0312+STABILITY: SURFACE MOTION
 HP0312
 HP0312  HISTORY     - Date     Condition        Report By
 HP0312  HISTORY     - 1938     MONUMENTED       CGS
 HP0312  HISTORY     - 1944     GOOD             CGS
 HP0312  HISTORY     - 1973     GOOD             USGS
 HP0312
 HP0312                          STATION DESCRIPTION
 HP0312
 HP0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HP0312'STATION IS ON THE HIGHEST POINT OF A ROCKY RIDGE THAT HAS
 HP0312'A PECULIAR FOLDED STRATA VISIBLE FROM THE EAST.  IT LIES
 HP0312'ABOUT 26 MILES WNW OF ST. GEORGE, 14 MILES NORTH OF THE
 HP0312'SW CORNER OF UTAH AND ABOUT 4 MILES NNW OF EARDLEYS RANCH.  IT IS
 HP0312'AT THE HEAD OF CAT CLAW AND WAS REACHED FROM ST. GEORGE AS
 HP0312'FOLLOWS--GO W AND SW ON U.S. 91 FOR 24 MILES TO CASTLE CLIFF
 HP0312'SERVICE STATION.  CONTINUE 0.1 MILE, THEN TURN RIGHT ACROSS
 HP0312'WASH ON NEWLY GRADED CCC ROAD, FOLLOW GRADED ROAD OVER CHOPPY
 HP0312'HILLS, 5.0 MILES TO ITS END.  TAKE RIGHT FORK AND CONTINUE
 HP0312'ON TRAIL ROAD TO EARDLEYS RANCH, IN BEAVER DAM WASH, 13.5
 HP0312'MILES FROM HIGHWAY.  CONTINUE PAST RANCH 0.1 MILE TO EDGE
 HP0312'OF WASH, THEN RIGHT (N) UP WASH AND CROSSING TO MOUTH OF
 HP0312'CAT CLAW CANYON, DISTANT 0.8 MILE.  THEN LEFT UP CAT CLAW
 HP0312'WASH TO SUMMIT, AND ACROSS BENCH TO POINT 5.0 MILES FROM
 HP0312'GATE AT MOUTH OF CAT CLAW.  STATION IS ON RIDGE BEARING
 HP0312'236 DEG MAGNETIC FROM THIS POINT AND ABOUT 3/4 MILE
 HP0312'DISTANT.  TRUCK CAN BE DRIVEN ACROSS COUNTRY TOWARD
 HP0312'STATION, TO BASE OF STEEP SLOPE, LEAVING A 20 MINUTE PACK TO
 HP0312'STATION.  POINT OF LEAVING ROAD IS JUST BEFORE REACHING
 HP0312'STEEP GRADE LEADING UP TO BENCH.
 HP0312'
 HP0312'REFERENCE MARK NO. 3 (AZIMUTH) IS N ABOUT 0.5 MILE IN SADDLE
 HP0312'BETWEEN STATION AND ROCKY PEAK.
 HP0312'
 HP0312'SURFACE MARK IS A BRONZE TABLET SET IN A BOULDER.
 HP0312'REFERENCE MARKS ARE BRONZE TABLETS SET IN BEDROCK.
 HP0312'
 HP0312'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 HP0312
 HP0312                          STATION RECOVERY (1944)
 HP0312
 HP0312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0312'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 HP0312'CONDITION.
 HP0312'
 HP0312'STATION IS ON THE HIGHEST POINT OF A ROCKY RIDGE THAT HAS
 HP0312'PECULIAR FOLDED STRATA VISIBLE FROM THE E.  IT LIES ABOUT 26
 HP0312'MILES WNW OF ST. GEORGE, 14 MILES N OF THE SW CORNER OF UTAH,
 HP0312'AND ABOUT 4 MILES NNW OF EARDLEYS RANCH.  MARK IS STAMPED FOLD
 HP0312'1938 AND PROJECTS ABOUT 4 INCHES.
 HP0312'
 HP0312'REFERENCE MARK 1 IS STAMPED FOLD NO 1 1938 AND PROJECTS
 HP0312'ABOUT 10 INCHES.
 HP0312'
 HP0312'REFERENCE MARK 2 IS STAMPED FOLD NO 2 1938 AND PROJECTS
 HP0312'ABOUT 6 INCHES.
 HP0312'
 HP0312'AZIMUTH MARK IS STAMPED FOLD 1938 AND PROJECTS ABOUT 4 INCHES
 HP0312'ABOVE THE GROUND.  IT IS 6 INCHES W OF A 2-1/2-FOOT ROCK
 HP0312'CAIRN AND N OF STATION IN DIRECTION OF ROCKY PEAK.
 HP0312'
 HP0312'TO REACH STATION FROM SHELL SERVICE STATION IN GLENDALE, NEV.,
 HP0312'GO 58.0 MILES NE ON U.S. HIGHWAY 91 TO CASTLE CLIFF.  COME
 HP0312'BACK ON U.S. HIGHWAY 91 0.1 MILE TO BLADED ROAD ON RIGHT
 HP0312'AND MAIL BOX MARKED TUNGSTEN MINE AND SIGN PRINTED CASTLE
 HP0312'CLIFF TRAIL.  FOLLOW BLADED ROAD 2.1 MILES TO CROSS ROAD.
 HP0312'KEEP STRAIGHT AHEAD FOR 7.3 MILES TO FORKS AND SIGN EARDLEY
 HP0312'RANCH.  TAKE RIGHT FORK AND GO 3.4 MILES TO EARDLEY RANCH.
 HP0312'TAKE LEFT FORK AT TURN-OFF TO RANCH HOUSE AND CONTINUE 0.1 MILE
 HP0312'DOWN INTO WASH, THENCE RIGHT FORK AND CONTINUE UP WASH
 HP0312'0.3 MILE TO DIM TRACKS LEADING OFF TO LEFT.  FOLLOW DIM TRACKS
 HP0312'FOR 0.1 MILE TO FORKS.  TAKE LEFT FORK FOR 0.2 MILE CROSSING
 HP0312'CREEK TO A WIRE GATE AT CAT CLAW WASH.  GO THROUGH GATE
 HP0312'AND PROCEED UP WASH 1.0 MILE TO WIRE GATE, THENCE STRAIGHT
 HP0312'AHEAD 2.8 MILES TO DIRT TANK ON RIGHT.  CONTINUE 1.0
 HP0312'MILE, TURN LEFT (S) ACROSS COUNTRY FOR 0.5 MILE TO END OF
 HP0312'TRUCK TRAVEL AT FOOT OF HILL.  PACK UP SIDE OF HILL TO
 HP0312'HIGHEST POINT AND STATION.  A 1/2-HOUR PACK.
 HP0312
 HP0312                          STATION RECOVERY (1973)
 HP0312
 HP0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (PGJ)
 HP0312'THE STATION WAS RECOVERED.
 HP0312'
 HP0312'A NEW TO REACH DESCRIPTION WAS WRITTEN ON NCR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0417 ***********************************************************************
 KO0417  DESIGNATION -  FOOL
 KO0417  PID         -  KO0417
 KO0417  STATE/COUNTY-  UT/MILLARD
 KO0417  COUNTRY     -  US
 KO0417  USGS QUAD   -  OAK CITY NORTH (2017)
 KO0417
 KO0417                         *CURRENT SURVEY CONTROL
 KO0417  ______________________________________________________________________
 KO0417* NAD 83(1994) POSITION- 39 26 22.09104(N) 112 18 17.23958(W)   ADJUSTED
 KO0417* NAVD 88 ORTHO HEIGHT -  1685.0   (meters)     5528.    (feet) VERTCON3
 KO0417  ______________________________________________________________________
 KO0417  GEOID HEIGHT    -        -18.334 (meters)                     GEOID18
 KO0417  LAPLACE CORR    -         10.32  (seconds)                    DEFLEC18
 KO0417  HORZ ORDER      -  FIRST
 KO0417
 KO0417.The horizontal coordinates were established by classical geodetic methods
 KO0417.and adjusted by the National Geodetic Survey in November 1997.
 KO0417
 KO0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0417
 KO0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0417.GEOID18 height accuracy estimate available here.
 KO0417
 KO0417.Click photographs - Photos may exist for this station.
 KO0417
 KO0417.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0417
 KO0417. The following values were computed from the NAD 83(1994) position.
 KO0417
 KO0417;                    North         East     Units Scale Factor Converg.
 KO0417;SPC UT C     - 2,123,113.677   430,723.666   MT  0.99992250   -0 30 55.9
 KO0417;SPC UT C     - 6,965,582.12  1,413,132.56   sFT  0.99992250   -0 30 55.9
 KO0417;UTM  12      - 4,366,359.123   387,716.409   MT  0.99975523   -0 49 44.3
 KO0417
 KO0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0417!SPC UT C     -   0.99973860  x   0.99992250  =   0.99966112
 KO0417!UTM  12      -   0.99973860  x   0.99975523  =   0.99949389
 KO0417
 KO0417:                Primary Azimuth Mark                     Grid Az
 KO0417:SPC UT C     -  FOOL AZ MK                               289 23 22.0
 KO0417:UTM  12      -  FOOL AZ MK                               289 42 10.4
 KO0417
 KO0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ8771666359(NAD 83)
 KO0417
 KO0417|---------------------------------------------------------------------|
 KO0417| PID    Reference Object                     Distance      Geod. Az  |
 KO0417|                                                           dddmmss.s |
 KO0417| CM5590 FOOL RM 1                             4.750 METERS 18904     |
 KO0417| CM5589 FOOL AZ MK                                         2885226.1 |
 KO0417| CM5591 FOOL RM 2                             4.872 METERS 33436     |
 KO0417|---------------------------------------------------------------------|
 KO0417
 KO0417                          SUPERSEDED SURVEY CONTROL
 KO0417
 KO0417  NAD 83(1986)-  39 26 22.08105(N)    112 18 17.23187(W) AD(       ) 1
 KO0417  NAD 27      -  39 26 22.24000(N)    112 18 14.44000(W) AD(       ) 1
 KO0417  NGVD 29 (07/19/86) 1683.8    (m)         5524.     (f) VERT ANG       
 KO0417
 KO0417.Superseded values are not recommended for survey control.
 KO0417
 KO0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0417.See file dsdata.pdf to determine how the superseded data were derived.
 KO0417
 KO0417_MARKER: DS = TRIANGULATION STATION DISK
 KO0417_SETTING: 80 = SET IN A BOULDER
 KO0417_STAMPING: FOOL 1947
 KO0417_MARK LOGO: CGS
 KO0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0417+STABILITY: SURFACE MOTION
 KO0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0417+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2002
 KO0417
 KO0417  HISTORY     - Date     Condition        Report By
 KO0417  HISTORY     - 1947     MONUMENTED       CGS
 KO0417  HISTORY     - 1961     GOOD             USGS
 KO0417  HISTORY     - 20020227 GOOD             INDIV
 KO0417
 KO0417                          STATION DESCRIPTION
 KO0417
 KO0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KO0417'STATION LOCATED ON SUMMIT AND HIGHEST ONE OF A LOW RANGE OF
 KO0417'HILLS.  ABOUT 2 MILES SOUTHEAST OF FOOL CREEK RESERVOIR.
 KO0417'ON SOUTH SIDE OF FOOL CREEK.  ABOUT 5 MILES AIR LINE NORTHEAST
 KO0417'OF OAK CITY, NEAR THE WEST BOUNDARY OF THE FISHLAKE NATIONAL
 KO0417'FOREST.  30 FEET NORTHWEST OF AND 2 FEET LOWER THAN HIGHEST
 KO0417'POINT OF HILL.  PROJECTS 10 INCHES--AND STAMPED--FOOL 1947.
 KO0417'
 KO0417'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION
 KO0417'AS STATION, PROJECTS 6 INCHES, AND STAMPED--FOOL NO 1 1947.
 KO0417'
 KO0417'REFERENCE MARK NO. 2 IS APPROXIMATELY 20 INCHES LOWER THAN
 KO0417'STATION, PROJECTS 2 FEET, AND STAMPED--FOOL NO 2 1947.
 KO0417'
 KO0417'AZIMUTH MARK IS 9 PACES NORTHWEST OF CENTER LINE OF ROAD,
 KO0417'1 FOOT EAST OF WHITE WITNESS POST, 1 FOOT SOUTHEAST OF FENCE
 KO0417'LINE, PROJECTS 4 INCHES, AND STAMPED--FOOL 1947.
 KO0417'
 KO0417'TO REACH FROM PUBLIC SCHOOL HOUSE IN OAK CITY, GO NORTH ON
 KO0417'DIRT ROAD FOR 3.4 MILES TO FORKS.  KEEP RIGHT FORK AND GO
 KO0417'1.1 MILE TO DIM ROAD RIGHT.  (AZIMUTH MARK IS AT THIS POINT
 KO0417'AS DESCRIBED ABOVE).  TURN RIGHT ON TRACK ROAD AND GO 0.3
 KO0417'MILE TO SAND PIT--THENCE WORK WAY AROUND SAND PIT AND GO 0.2
 KO0417'MILE EAST TO BASE OF RIDGE.  FROM HERE PACK UP RIDGE IN EASTERLY
 KO0417'DIRECTION TO HIGHEST POINT AND STATION AS DESCRIBED ABOVE.
 KO0417'A 30 MINUTE PACK.
 KO0417
 KO0417                          STATION RECOVERY (1961)
 KO0417
 KO0417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KO0417'RECOVERED IN GOOD CONDITION -- NEW TO REACH
 KO0417'DESCRIPTION AS FOLLOWS
 KO0417'
 KO0417'TO REACH FROM POST OFFICE IN OAK CITY, GO N. ON STATE HIGHWAY 125 FOR
 KO0417'6.0 MI. TO DIRT RD. ON RIGHT, TURN RIGHT 0.55 MI. TO FORKS, TURN RIGHT
 KO0417'0.2 MI. TO FORKS, TURN RIGHT 0.7 MI. TO POINT NEAR END OF RD. AND
 KO0417'OPPOSITE BASE OF SLOPE LEADING S. TO TOP OF RIDGE, TURN RIGHT UP SLOPE
 KO0417'0.2 MI. TO RIDGE LINE (FOUR-WHEEL DRIVE NEEDED FOR THIS DISTANCE),
 KO0417'THENCE LEFT ALONG RIDGE LINE APPROXIMATELY 500 FT. TO TOP AND STATION.
 KO0417'
 KO0417'STATION MARK--STANDARD DISK, STAMPED ---FOOL 1947---.
 KO0417
 KO0417                          STATION RECOVERY (2002)
 KO0417
 KO0417'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DKS)
 KO0417'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0431 ***********************************************************************
 KN0431  DESIGNATION -  FOOTE
 KN0431  PID         -  KN0431
 KN0431  STATE/COUNTY-  UT/JUAB
 KN0431  COUNTRY     -  US
 KN0431  USGS QUAD   -  FOUNTAIN GREEN NORTH (2017)
 KN0431
 KN0431                         *CURRENT SURVEY CONTROL
 KN0431  ______________________________________________________________________
 KN0431* NAD 83(1994) POSITION- 39 44 39.31835(N) 111 44 45.37324(W)   ADJUSTED
 KN0431* NAVD 88 ORTHO HEIGHT -  2240.    (meters)     7349.    (feet) SCALED
 KN0431  ______________________________________________________________________
 KN0431  GEOID HEIGHT    -        -17.135 (meters)                     GEOID18
 KN0431  LAPLACE CORR    -          2.99  (seconds)                    DEFLEC18
 KN0431  HORZ ORDER      -  THIRD
 KN0431
 KN0431.The horizontal coordinates were established by classical geodetic methods
 KN0431.and adjusted by the National Geodetic Survey in November 1997.
 KN0431
 KN0431.The orthometric height was scaled from a topographic map.
 KN0431
 KN0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0431.GEOID18 height accuracy estimate available here.
 KN0431
 KN0431.Click photographs - Photos may exist for this station.
 KN0431
 KN0431.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0431
 KN0431. The following values were computed from the NAD 83(1994) position.
 KN0431
 KN0431;                    North         East     Units Scale Factor Converg.
 KN0431;SPC UT C     - 2,156,667.251   478,922.484   MT  0.99990007   -0 09 27.2
 KN0431;SPC UT C     - 7,075,665.81  1,571,264.85   sFT  0.99990007   -0 09 27.2
 KN0431;UTM  12      - 4,399,638.663   436,089.804   MT  0.99965028   -0 28 37.0
 KN0431
 KN0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0431!SPC UT C     -   0.99965136  x   0.99990007  =   0.99955147
 KN0431!UTM  12      -   0.99965136  x   0.99965028  =   0.99930176
 KN0431
 KN0431:                Primary Azimuth Mark                     Grid Az
 KN0431:SPC UT C     -  FOOTE AZ MK                              148 24 52.4
 KN0431:UTM  12      -  FOOTE AZ MK                              148 44 02.2
 KN0431
 KN0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ3608999638(NAD 83)
 KN0431
 KN0431|---------------------------------------------------------------------|
 KN0431| PID    Reference Object                     Distance      Geod. Az  |
 KN0431|                                                           dddmmss.s |
 KN0431| CM5593 FOOTE RM 1                            6.910 METERS 07933     |
 KN0431| CM5592 FOOTE AZ MK                                        1481525.2 |
 KN0431| CM5594 FOOTE RM 2                            5.636 METERS 16015     |
 KN0431|---------------------------------------------------------------------|
 KN0431
 KN0431                          SUPERSEDED SURVEY CONTROL
 KN0431
 KN0431  NAD 83(1993)-  39 44 39.30647(N)    111 44 45.36800(W) AD(       ) 3
 KN0431  NAD 83(1986)-  39 44 39.30535(N)    111 44 45.36679(W) AD(       ) 3
 KN0431  NAD 27      -  39 44 39.45800(N)    111 44 42.62300(W) AD(       ) 3
 KN0431
 KN0431.Superseded values are not recommended for survey control.
 KN0431
 KN0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0431.See file dsdata.pdf to determine how the superseded data were derived.
 KN0431
 KN0431_MARKER: DS = TRIANGULATION STATION DISK
 KN0431_SETTING: 80 = SET IN A BOULDER
 KN0431
 KN0431  HISTORY     - Date     Condition        Report By
 KN0431  HISTORY     - 1938     MONUMENTED       CGS
 KN0431
 KN0431                          STATION DESCRIPTION
 KN0431
 KN0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0431'LOCATED ABOUT 5 MILES E, 2 MILES N AIRLINE FROM NEPHI.  10
 KN0431'MILES NW OF FOUNTAIN GREEN.  ON A LOW BRUSHY RIDGE ABOUT
 KN0431'1/2 MILE E OF SPRINGS IN FOOTE CANYON, AND 39.88 FEET WSW
 KN0431'OF FOREST SERVICE MARK NO. 23, AN ALUMINUM STRIP ABOUT 5.5
 KN0431'FEET HIGH ON AN OAK TREE WHICH IS ABOUT 3 INCHES IN DIAMETER.
 KN0431'
 KN0431'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN BOULDERS.
 KN0431'
 KN0431'REACHED FROM FOUNTAIN GREEN BY GOING NW ON HIGHWAY U.S. 189
 KN0431'9.9 MILES TO NEPHI AUTOMATIC POWER HOUSE ON LEFT, (A LONE
 KN0431'SQUARE YELLOW BRICK BUILDING BY A SMALL WATERFALL).  CONTINUE
 KN0431'ON ABOUT 50 YARDS TO WHERE A TRACK ROAD CROSSES HIGHWAY.
 KN0431'HERE TURN RIGHT ON TRACK ROAD AND GO N UP CANYON 0.4 MILE
 KN0431'TO GATE IN WIRE FENCE.  GO THROUGH GATE AND CONTINUE ON TRACK
 KN0431'ROAD N 1.2 MILES TO A HIGH WOODEN GATE IN A WIRE FENCE.  GO
 KN0431'THRU GATE AND CONTINUE ON UP CANYON ABOUT 100 YARDS TO WHERE
 KN0431'GROUND GETS TOO MARSHY.  THIS IS END OF TRUCK TRAVEL.
 KN0431'FROM HERE PACK UP CANYON ABOUT 0.25 MILE TO AN OLD
 KN0431'BROKEN-DOWN LOG CABIN NEAR A STREAM.  FROM HERE STATION IS
 KN0431'ABOUT 0.4 MILE E, ON HIGHEST POINT OF FIRST RIDGE.
 KN0431'PACK UP STEEP HOGBACK TO HIGHEST POINT AND STATION.  KEEP
 KN0431'CLOSE TO TOP OF HOGBACK TO AVOID DENSE BRUSH.
 KN0431'
 KN0431'AZIMUTH MARK IS ON HIGHWAY U.S. 189 RIGHT-OF-WAY 2.2 MILES
 KN0431'E OF POWER HOUSE MENTIONED ABOVE.  IT IS A STANDARD U.S.C. AND
 KN0431'G.S. AZIMUTH MARK SET IN CONCRETE BASE OF A HIGHWAY RIGHT-OF-WAY
 KN0431'MARKER WHICH IS 14.7 FEET N OF S FENCE AND 49.5 FEET S OF
 KN0431'CENTER LINE OF HIGHWAY.  MARKER IS AN IRON PIPE ABOUT 1.0
 KN0431'FOOT HIGH AND 1-1/2 INCHES IN DIAMETER SET IN A CONCRETE POST
 KN0431'ONE FOOT SQUARE AND PROJECTING ABOUT 5 INCHES FROM GROUND.
 KN0431'IRON PIPE IS MARKED UTAH R.O.W. ON TOP.
 KN0431'
 KN0431'NOTE--RECONNAISSANCE DESCRIPTION GIVES DISTANCE FROM CABIN
 KN0431'TO STATION AS 0.25 MILE.  THIS DISTANCE IS AMENDED TO 0.4
 KN0431'MILE BY OBSERVING PARTY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0474 ***********************************************************************
 KO0474  DESIGNATION -  FOOTE
 KO0474  PID         -  KO0474
 KO0474  STATE/COUNTY-  UT/MILLARD
 KO0474  COUNTRY     -  US
 KO0474  USGS QUAD   -  FOOTE RANGE (2017)
 KO0474
 KO0474                         *CURRENT SURVEY CONTROL
 KO0474  ______________________________________________________________________
 KO0474* NAD 83(1994) POSITION- 39 22 37.04375(N) 113 50 11.21820(W)   ADJUSTED
 KO0474* NAVD 88 ORTHO HEIGHT -  1522.1   (meters)     4994.    (feet) VERTCON3
 KO0474  ______________________________________________________________________
 KO0474  GEOID HEIGHT    -        -19.940 (meters)                     GEOID18
 KO0474  LAPLACE CORR    -          5.23  (seconds)                    DEFLEC18
 KO0474  HORZ ORDER      -  THIRD
 KO0474
 KO0474.The horizontal coordinates were established by classical geodetic methods
 KO0474.and adjusted by the National Geodetic Survey in November 1997.
 KO0474
 KO0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0474
 KO0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0474.GEOID18 height accuracy estimate available here.
 KO0474
 KO0474.Click photographs - Photos may exist for this station.
 KO0474
 KO0474.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0474
 KO0474. The following values were computed from the NAD 83(1994) position.
 KO0474
 KO0474;                    North         East     Units Scale Factor Converg.
 KO0474;SPC UT C     - 2,118,491.213   298,716.983   MT  0.99993057   -1 29 48.0
 KO0474;SPC UT C     - 6,950,416.59    980,040.64   sFT  0.99993057   -1 29 48.0
 KO0474;UTM  12      - 4,362,447.721   255,675.763   MT  1.00033504   -1 48 01.4
 KO0474
 KO0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0474!SPC UT C     -   0.99976438  x   0.99993057  =   0.99969497
 KO0474!UTM  12      -   0.99976438  x   1.00033504  =   1.00009935
 KO0474
 KO0474:                Primary Azimuth Mark                     Grid Az
 KO0474:SPC UT C     -  CONFUSION                                057 18 19.2
 KO0474:UTM  12      -  CONFUSION                                057 36 32.6
 KO0474
 KO0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ5567562447(NAD 83)
 KO0474
 KO0474|---------------------------------------------------------------------|
 KO0474| PID    Reference Object                     Distance      Geod. Az  |
 KO0474|                                                           dddmmss.s |
 KO0474| KO0461 CONFUSION                           APPROX.12.1 KM 0554831.2 |
 KO0474|---------------------------------------------------------------------|
 KO0474
 KO0474                          SUPERSEDED SURVEY CONTROL
 KO0474
 KO0474  NAD 83(1986)-  39 22 37.03797(N)    113 50 11.21711(W) AD(       ) 3
 KO0474  NAD 27      -  39 22 37.23465(N)    113 50 08.25554(W) AD(       ) 3
 KO0474  NGVD 29 (07/19/86) 1521.0    (m)         4990.     (f) VERT ANG       
 KO0474
 KO0474.Superseded values are not recommended for survey control.
 KO0474
 KO0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0474.See file dsdata.pdf to determine how the superseded data were derived.
 KO0474
 KO0474_MARKER: DD = SURVEY DISK
 KO0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0474_STAMPING: FOOTE 1958
 KO0474_MARK LOGO: USGS
 KO0474_PROJECTION: PROJECTING
 KO0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0474+STABILITY: SURFACE MOTION
 KO0474
 KO0474  HISTORY     - Date     Condition        Report By
 KO0474  HISTORY     - 1958     MONUMENTED       USGS
 KO0474
 KO0474                          STATION DESCRIPTION
 KO0474
 KO0474'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 KO0474'LOCATED ABOUT 65.0 MI. W. OF DELTA, UTAH, 57.0 MI. E. OF ELY, NEVADA,
 KO0474'ABOUT 10.0 MI. SE. OF GANDY, UTAH, 7.5 MI. NW. OF COWBOY PASS AND OLD
 KO0474'U.S. HIGHWAYS 6 AND 50, AND 133 FT. SW. OF CENTER OF GRAVEL RD.
 KO0474'BETWEEN GANDY AND COWBOY PASS.
 KO0474'
 KO0474'TO REACH FROM GANDY ELEMENTARY SCHOOLHOUSE, DRIVE E. FOR 0.1 MI., TURN
 KO0474'LEFT AT THE WARM CREEK RANCH AND PROCEED N. FOR 0.6 MI., TURN RIGHT
 KO0474'(E.) ACROSS VALLEY ON GRAVELED RD. (AT 5.2 MI. THE RD. MAKES A CURVE
 KO0474'TO THE RIGHT OR SE.), CONTINUE AROUND THE CURVE FOR 0.9 MI. TO
 KO0474'VICINITY OF THE OLD FOOTE RANCH, CONTINUE SE. ON MAIN GRAVELED RD.
 KO0474'4.1 MI. TO TOP OF HILL, CONTINUE SE. ON RD. 0.4 MI. TO STATION WHICH
 KO0474'IS 133 FT. SW. OF CENTER OF RD.
 KO0474'
 KO0474'STATION MARK--STANDARD TABLET, STAMPED ---FOOTE 1958---, CAST IN
 KO0474'CONCRETE POST PROJECTING 0.6 FT. ABOVE GROUND.
 KO0474'
 KO0474'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 KO0474'1 1958---, CAST IN CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND,
 KO0474'64.86 FT. FROM STATION MARK AND ABOUT LEVEL, S 73 DEG 23 MIN W.
 KO0474'
 KO0474'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 KO0474'2 1958---, CAST IN CONCRETE POST PROJECTING 0.4 FT. ABOVE GROUND,
 KO0474'63.92 FT. FROM STATION MARK AND ABOUT LEVEL, S 24 DEG 19 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1039 ***********************************************************************
 LO1039  DESIGNATION -  FOOTHILL
 LO1039  PID         -  LO1039
 LO1039  STATE/COUNTY-  UT/DUCHESNE
 LO1039  COUNTRY     -  US
 LO1039  USGS QUAD   -  HELLER LAKE (2017)
 LO1039
 LO1039                         *CURRENT SURVEY CONTROL
 LO1039  ______________________________________________________________________
 LO1039* NAD 83(1994) POSITION- 40 32 44.39082(N) 110 11 31.88556(W)   ADJUSTED
 LO1039* NAVD 88 ORTHO HEIGHT -  2548.7   (meters)     8362.    (feet) VERTCON3
 LO1039  ______________________________________________________________________
 LO1039  GEOID HEIGHT    -        -14.468 (meters)                     GEOID18
 LO1039  LAPLACE CORR    -         -5.93  (seconds)                    DEFLEC18
 LO1039  HORZ ORDER      -  THIRD
 LO1039
 LO1039.The horizontal coordinates were established by classical geodetic methods
 LO1039.and adjusted by the National Geodetic Survey in November 1997.
 LO1039
 LO1039.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1039
 LO1039.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1039.GEOID18 height accuracy estimate available here.
 LO1039
 LO1039.Click photographs - Photos may exist for this station.
 LO1039
 LO1039.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1039
 LO1039. The following values were computed from the NAD 83(1994) position.
 LO1039
 LO1039;                    North         East     Units Scale Factor Converg.
 LO1039;SPC UT C     - 2,246,427.578   610,778.250   MT  0.99997571   +0 50 15.9
 LO1039;SPC UT C     - 7,370,154.48  2,003,861.64   sFT  0.99997571   +0 50 15.9
 LO1039;UTM  12      - 4,488,636.931   568,402.742   MT  0.99965759   +0 31 30.5
 LO1039
 LO1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1039!SPC UT C     -   0.99960261  x   0.99997571  =   0.99957833
 LO1039!UTM  12      -   0.99960261  x   0.99965759  =   0.99926034
 LO1039
 LO1039:                Primary Azimuth Mark                     Grid Az
 LO1039:SPC UT C     -  NEOLA                                    131 27 24.3
 LO1039:UTM  12      -  NEOLA                                    131 46 09.7
 LO1039
 LO1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK6840288636(NAD 83)
 LO1039
 LO1039|---------------------------------------------------------------------|
 LO1039| PID    Reference Object                     Distance      Geod. Az  |
 LO1039|                                                           dddmmss.s |
 LO1039| LO1065 NEOLA                               APPROX.10.5 KM 1321740.2 |
 LO1039|---------------------------------------------------------------------|
 LO1039
 LO1039                          SUPERSEDED SURVEY CONTROL
 LO1039
 LO1039  NAD 83(1993)-  40 32 44.38999(N)    110 11 31.88586(W) AD(       ) 3
 LO1039  NAD 83(1986)-  40 32 44.37122(N)    110 11 31.87366(W) AD(       ) 3
 LO1039  NAD 27      -  40 32 44.55223(N)    110 11 29.30025(W) AD(       ) 3
 LO1039  NGVD 29 (07/19/86) 2547.2    (m)         8357.     (f) VERT ANG       
 LO1039
 LO1039.Superseded values are not recommended for survey control.
 LO1039
 LO1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1039.See file dsdata.pdf to determine how the superseded data were derived.
 LO1039
 LO1039_MARKER: DD = SURVEY DISK
 LO1039_SETTING: 0 = UNSPECIFIED SETTING
 LO1039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO1039
 LO1039  HISTORY     - Date     Condition        Report By
 LO1039  HISTORY     - 1963     MONUMENTED       USGS
 LO1039
 LO1039                          STATION DESCRIPTION
 LO1039
 LO1039'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LO1039'LOCATED ABOUT 11 MI. NW. OF NEOLA, 10.5 MI. NE. OF ALTONAH, ON A
 LO1039'PROMINENT BRUSH-COVERED RIDGE, ABOUT 350 YDS. S. OF TIMBER EDGE.
 LO1039'
 LO1039'TO REACH FROM NEOLA, DRIVE W. 1.2 MI. TO A T-RD., TURN LEFT (S.) AND
 LO1039'GO 0.6 MI. TO ANOTHER T-RD., TURN RIGHT (W.) AND FOLLOW MAIN-TRAVELED
 LO1039'RD. 3.1 MI. TO A T-RD., TURN RIGHT (N.) AND GO 4.1 MI. TO A
 LO1039'CATTLEGUARD, CONTINUE STRAIGHT AHEAD 4.7 MI. TO A T-RD., TURN LEFT
 LO1039'AND GO 1.5 MI. TO A DIM SIDE RD. TO THE RIGHT, TURN RIGHT, FOLLOW
 LO1039'DIM RD. UP MEADOW FOR 1.3 MI. TO A Y-FORK, AT HEAD OF VALLEY FOLLOW
 LO1039'LEFT FORK FOR 0.4 MI. TO END OF TRUCK TRAVEL IN ASPEN GROVE.  PACK
 LO1039'W. TO A LARGE LONE PINE ON LOW RIDGE, ABOUT A 5 MINUTE PACK, CONTINUE
 LO1039'W. NEAR N. EDGE OF ASPEN GROVE UP TO A SMALL LONE PINE ON RIDGE, ABOUT
 LO1039'A 15 MINUTE PACK.  STATION IS 39 FT. S. OF LONE PINE.
 LO1039'
 LO1039'STATION MARK--STANDARD TABLET, STAMPED ---FOOTHILL 1963---, CEMENTED
 LO1039'IN THE S. HALF AND LOWEST PART OF LARGE EMBEDDED ROCK.
 LO1039'
 LO1039'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET, STAMPED
 LO1039'---FOOTHILL 1963 NO 1---, 2 FT. LOWER THAN STATION MARK.
 LO1039'
 LO1039'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET, STAMPED
 LO1039'---FOOTHILL 1963 NO 2---, CEMENTED IN EMBEDDED ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5123 ***********************************************************************
 AI5123  DESIGNATION -  FOOTHILL GPS BASE STATION ARP
 AI5123  PID         -  AI5123
 AI5123  STATE/COUNTY-  UT/MILLARD
 AI5123  COUNTRY     -  US
 AI5123  USGS QUAD   -  NORTH KNOLL SPRING (2017)
 AI5123
 AI5123                         *CURRENT SURVEY CONTROL
 AI5123  ______________________________________________________________________
 AI5123* NAD 83(2011) POSITION- 39 22 09.81144(N) 113 48 19.29360(W)   ADJUSTED
 AI5123* NAD 83(2011) ELLIP HT-  1548.166 (meters)        (06/27/12)   ADJUSTED
 AI5123* NAD 83(2011) EPOCH   -  2010.00
 AI5123* NAVD 88 ORTHO HEIGHT -  1568.1   (meters)     5145.    (feet) GPS OBS
 AI5123  ______________________________________________________________________
 AI5123  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5123  GEOID HEIGHT    -        -19.941 (meters)                     GEOID09
 AI5123  GEOID HEIGHT    -        -19.876 (meters)                     GEOID18
 AI5123  NAD 83(2011) X  - -1,993,376.898 (meters)                     COMP
 AI5123  NAD 83(2011) Y  - -4,518,445.717 (meters)                     COMP
 AI5123  NAD 83(2011) Z  -  4,025,086.036 (meters)                     COMP
 AI5123  LAPLACE CORR    -          4.76  (seconds)                    DEFLEC18
 AI5123
 AI5123  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5123  Standards:
 AI5123         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5123            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5123  -------------------------------------------------------------------
 AI5123  NETWORK    0.12   0.25           0.05   0.05   0.13     -0.00580011
 AI5123  -------------------------------------------------------------------
 AI5123  Click here for local accuracies and other accuracy information.
 AI5123
 AI5123.The horizontal coordinates were established by GPS observations
 AI5123.and adjusted by the National Geodetic Survey in June 2012.
 AI5123
 AI5123.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5123.been affixed to the stable North American tectonic plate. See 
 AI5123.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5123
 AI5123.The horizontal coordinates are valid at the epoch date displayed above
 AI5123.which is a decimal equivalence of Year/Month/Day.
 AI5123
 AI5123.The orthometric height was determined by GPS observations and a
 AI5123.high-resolution geoid model.
 AI5123
 AI5123.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5123.GEOID18 height accuracy estimate available here.
 AI5123
 AI5123.Click photographs - Photos may exist for this station.
 AI5123
 AI5123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5123
 AI5123.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5123
 AI5123.The ellipsoidal height was determined by GPS observations
 AI5123.and is referenced to NAD 83.
 AI5123
 AI5123. The following values were computed from the NAD 83(2011) position.
 AI5123
 AI5123;                    North         East     Units Scale Factor Converg.
 AI5123;SPC UT C     - 2,117,582.216   301,373.133   MT  0.99993163   -1 28 36.3
 AI5123;SPC UT C     - 6,947,434.32    988,755.02   sFT  0.99993163   -1 28 36.3
 AI5123;UTM  12      - 4,361,524.295   258,328.109   MT  1.00031917   -1 46 49.3
 AI5123
 AI5123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5123!SPC UT C     -   0.99975717  x   0.99993163  =   0.99968881
 AI5123!UTM  12      -   0.99975717  x   1.00031917  =   1.00007626
 AI5123
 AI5123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ5832861524(NAD 83)
 AI5123
 AI5123                          SUPERSEDED SURVEY CONTROL
 AI5123
 AI5123  NAD 83(2007)-  39 22 09.81107(N)    113 48 19.29380(W) AD(2002.00) 0
 AI5123  ELLIP H (02/10/07) 1548.171  (m)                       GP(2002.00)    
 AI5123  NAD 83(1999)-  39 22 09.81098(N)    113 48 19.29341(W) AD(1999.37) A
 AI5123  ELLIP H (05/16/00) 1548.195  (m)                       GP(1999.37) 4 1
 AI5123  NAVD 88 (05/16/00) 1568.1    (m)  GEOID99  model used  GPS OBS        
 AI5123
 AI5123.Superseded values are not recommended for survey control.
 AI5123
 AI5123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5123.See file dsdata.pdf to determine how the superseded data were derived.
 AI5123
 AI5123_MARKER: Z = SEE DESCRIPTION
 AI5123_SETTING: 0 = UNSPECIFIED SETTING
 AI5123_MARK LOGO: NONE
 AI5123_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5123+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1999
 AI5123
 AI5123  HISTORY     - Date     Condition        Report By
 AI5123  HISTORY     - 1996     MONUMENTED       NGS
 AI5123  HISTORY     - 19990615 GOOD             NGS
 AI5123
 AI5123                          STATION DESCRIPTION
 AI5123
 AI5123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996
 AI5123'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 AI5123
 AI5123                          STATION RECOVERY (1999)
 AI5123
 AI5123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AI5123'THE STATION IS A GPS BASE STATION ARP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR8874 ***********************************************************************
 DR8874  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR8874  DESIGNATION -  FOOT_BRGN_NV1997 CORS ARP
 DR8874  CORS_ID     -  FOOT
 DR8874  PID         -  DR8874
 DR8874  STATE/COUNTY-  UT/MILLARD
 DR8874  COUNTRY     -  US
 DR8874  USGS QUAD   -  NORTH KNOLL SPRING (2017)
 DR8874
 DR8874                         *CURRENT SURVEY CONTROL
 DR8874  ______________________________________________________________________
 DR8874* NAD 83(2011) POSITION- 39 22 09.81132(N) 113 48 19.29445(W)   ADJUSTED
 DR8874* NAD 83(2011) ELLIP HT-  1548.167 (meters)        (06/??/25)   ADJUSTED
 DR8874* NAD 83(2011) EPOCH   -  2010.00
 DR8874  ______________________________________________________________________
 DR8874  GEOID HEIGHT    -        -19.876 (meters)                     GEOID18
 DR8874  NAD 83(2011) X  - -1,993,376.917 (meters)                     COMP
 DR8874  NAD 83(2011) Y  - -4,518,445.712 (meters)                     COMP
 DR8874  NAD 83(2011) Z  -  4,025,086.033 (meters)                     COMP
 DR8874
 DR8874.Formal positional accuracy estimates are not available for this CORS
 DR8874.because its coordinates were determined in part using modeled velocities.
 DR8874.A time-series residual plot is available that shows daily coordinate
 DR8874.variations relative to the published coordinates and modeled velocities.
 DR8874.Large residuals may indicate a potential error in the modeled velocities.
 DR8874
 DR8874.Residual plot at:
 DR8874.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=FOOT.
 DR8874
 DR8874.The coordinates were established by GPS observations
 DR8874.and adjusted by the National Geodetic Survey in June 2025.
 DR8874
 DR8874.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8874.been affixed to the stable North American Tectonic Plate. 
 DR8874
 DR8874.The coordinates are valid at the epoch date displayed above
 DR8874.which is a decimal equivalence of Year/Month/Day.
 DR8874
 DR8874.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DR8874.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DR8874.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DR8874.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DR8874.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DR8874.published epoch of 2010.00.
 DR8874
 DR8874.Additional information on MYCS is available at:
 DR8874.https://geodesy.noaa.gov/CORS/index.shtml
 DR8874
 DR8874.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8874.GEOID18 height accuracy estimate available here.
 DR8874
 DR8874.The PID for the CORS L1 Phase Center is DR8875.
 DR8874
 DR8874.Click photographs - Photos may exist for this station.
 DR8874
 DR8874.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR8874
 DR8874.The ellipsoidal height was determined by GPS observations
 DR8874.and is referenced to NAD 83.
 DR8874
 DR8874. The following values were computed from the NAD 83(2011) position.
 DR8874
 DR8874;                    North         East     Units Scale Factor Converg.
 DR8874;SPC UT C     - 2,117,582.213   301,373.113   MT  0.99993163   -1 28 36.4
 DR8874;SPC UT C     - 6,947,434.31    988,754.95   sFT  0.99993163   -1 28 36.4
 DR8874;UTM  12      - 4,361,524.292   258,328.088   MT  1.00031917   -1 46 49.3
 DR8874
 DR8874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8874!SPC UT C     -   0.99975717  x   0.99993163  =   0.99968881
 DR8874!UTM  12      -   0.99975717  x   1.00031917  =   1.00007626
 DR8874
 DR8874_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ5832861524(NAD 83)
 DR8874
 DR8874                          SUPERSEDED SURVEY CONTROL
 DR8874
 DR8874  NAD 83(2011)-  39 22 09.81135(N)    113 48 19.29425(W) AD(2010.00) c
 DR8874  ELLIP H (06/??/23) 1548.162  (m)                       GP(2010.00) c c
 DR8874
 DR8874.Superseded values are not recommended for survey control.
 DR8874
 DR8874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR8874.See file dsdata.pdf to determine how the superseded data were derived.
 DR8874
 DR8874_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DR8874
 DR8874                          STATION DESCRIPTION
 DR8874
 DR8874'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DR8874'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DR8874'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DR8874'AND LOG FILES ACCESSIBLE AT:
 DR8874'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR8876 ***********************************************************************
 DR8876  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR8876  DESIGNATION -  FOOT_BRGN_NV1997 GRP CORS
 DR8876  CORS_ID     -  FOOT
 DR8876  PID         -  DR8876
 DR8876  STATE/COUNTY-  UT/MILLARD
 DR8876  COUNTRY     -  US
 DR8876  USGS QUAD   -  NORTH KNOLL SPRING (2017)
 DR8876
 DR8876                         *CURRENT SURVEY CONTROL
 DR8876  ______________________________________________________________________
 DR8876* NAD 83(2011) POSITION- 39 22 09.81132(N) 113 48 19.29445(W)   ADJUSTED
 DR8876* NAD 83(2011) ELLIP HT-  1548.075 (meters)        (06/??/25)   ADJUSTED
 DR8876* NAD 83(2011) EPOCH   -  2010.00
 DR8876  ______________________________________________________________________
 DR8876  GEOID HEIGHT    -        -19.876 (meters)                     GEOID18
 DR8876  NAD 83(2011) X  - -1,993,376.889 (meters)                     COMP
 DR8876  NAD 83(2011) Y  - -4,518,445.647 (meters)                     COMP
 DR8876  NAD 83(2011) Z  -  4,025,085.975 (meters)                     COMP
 DR8876  LAPLACE CORR    -          4.76  (seconds)                    DEFLEC18
 DR8876
 DR8876.Formal positional accuracy estimates are not available for this CORS
 DR8876.because its coordinates were determined in part using modeled velocities.
 DR8876.A time-series residual plot is available that shows daily coordinate
 DR8876.variations relative to the published coordinates and modeled velocities.
 DR8876.Large residuals may indicate a potential error in the modeled velocities.
 DR8876
 DR8876.Residual plot at:
 DR8876.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=FOOT.
 DR8876
 DR8876.The horizontal coordinates were established by GPS observations
 DR8876.and adjusted by the National Geodetic Survey in June 2025.
 DR8876
 DR8876.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8876.been affixed to the stable North American Tectonic Plate. 
 DR8876
 DR8876.The horizontal coordinates are valid at the epoch date displayed above
 DR8876.which is a decimal equivalence of Year/Month/Day.
 DR8876
 DR8876.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DR8876.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DR8876.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DR8876.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DR8876.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DR8876.published epoch of 2010.00.
 DR8876
 DR8876.Additional information on MYCS is available at:
 DR8876.https://geodesy.noaa.gov/CORS/index.shtml
 DR8876
 DR8876.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8876.GEOID18 height accuracy estimate available here.
 DR8876
 DR8876.Click photographs - Photos may exist for this station.
 DR8876
 DR8876.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR8876
 DR8876.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR8876
 DR8876.The ellipsoidal height was determined by GPS observations
 DR8876.and is referenced to NAD 83.
 DR8876
 DR8876. The following values were computed from the NAD 83(2011) position.
 DR8876
 DR8876;                    North         East     Units Scale Factor Converg.
 DR8876;SPC UT C     - 2,117,582.213   301,373.113   MT  0.99993163   -1 28 36.4
 DR8876;SPC UT C     - 6,947,434.31    988,754.95   sFT  0.99993163   -1 28 36.4
 DR8876;UTM  12      - 4,361,524.292   258,328.088   MT  1.00031917   -1 46 49.3
 DR8876
 DR8876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8876!SPC UT C     -   0.99975718  x   0.99993163  =   0.99968883
 DR8876!UTM  12      -   0.99975718  x   1.00031917  =   1.00007627
 DR8876
 DR8876_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ5832861524(NAD 83)
 DR8876
 DR8876                          SUPERSEDED SURVEY CONTROL
 DR8876
 DR8876  NAD 83(2011)-  39 22 09.81135(N)    113 48 19.29425(W) AD(2010.00) A
 DR8876  ELLIP H (06/??/23) 1548.070  (m)                       GP(2010.00) 4 1
 DR8876
 DR8876.Superseded values are not recommended for survey control.
 DR8876
 DR8876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR8876.See file dsdata.pdf to determine how the superseded data were derived.
 DR8876
 DR8876_STAMPING: UNKNOWN
 DR8876
 DR8876                          STATION DESCRIPTION
 DR8876
 DR8876'THIS MONUMENT IS ASSOCIATED WITH STATION 'FOOT'
 DR8876'AND IS A PART OF THE NOAA CORS NETWORK (NCN). LATEST INFORMATION
 DR8876'INCLUDING POSITIONS AND VEOCITIES ARE AVAILABLE IN THE COORDINATE
 DR8876'AND LOG FILES ACCESSIBLE AT:
 DR8876'https://geodesy.noaa.gov/CORS/index.shtml
 DR8876'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0924 ***********************************************************************
 HN0924  DESIGNATION -  FORBIDDEN
 HN0924  PID         -  HN0924
 HN0924  STATE/COUNTY-  UT/SAN JUAN
 HN0924  COUNTRY     -  US
 HN0924  USGS QUAD   -  RAINBOW BRIDGE (2017)
 HN0924
 HN0924                         *CURRENT SURVEY CONTROL
 HN0924  ______________________________________________________________________
 HN0924* NAD 83(1994) POSITION- 37 01 18.67526(N) 110 59 57.44289(W)   ADJUSTED
 HN0924* NAVD 88 ORTHO HEIGHT -  1855.5   (meters)     6088.    (feet) VERTCON3
 HN0924  ______________________________________________________________________
 HN0924  GEOID HEIGHT    -        -22.624 (meters)                     GEOID18
 HN0924  LAPLACE CORR    -         -0.22  (seconds)                    DEFLEC18
 HN0924  HORZ ORDER      -  THIRD
 HN0924
 HN0924.The horizontal coordinates were established by classical geodetic methods
 HN0924.and adjusted by the National Geodetic Survey in November 1997.
 HN0924
 HN0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0924
 HN0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0924.GEOID18 height accuracy estimate available here.
 HN0924
 HN0924.Click photographs - Photos may exist for this station.
 HN0924
 HN0924.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0924
 HN0924. The following values were computed from the NAD 83(1994) position.
 HN0924
 HN0924;                    North         East     Units Scale Factor Converg.
 HN0924;SPC UT S     - 3,039,539.533   544,557.833   MT  1.00003911   +0 18 24.4
 HN0924;SPC UT S     - 9,972,222.62  1,786,603.49   sFT  1.00003911   +0 18 24.4
 HN0924;UTM  12      - 4,097,296.737   500,063.182   MT  0.99960000   +0 00 01.5
 HN0924
 HN0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0924!SPC UT S     -   0.99971245  x   1.00003911  =   0.99975154
 HN0924!UTM  12      -   0.99971245  x   0.99960000  =   0.99931256
 HN0924
 HN0924:                Primary Azimuth Mark                     Grid Az
 HN0924:SPC UT S     -  DOME                                     085 56 14.1
 HN0924:UTM  12      -  DOME                                     086 14 37.0
 HN0924
 HN0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF0006397296(NAD 83)
 HN0924
 HN0924|---------------------------------------------------------------------|
 HN0924| PID    Reference Object                     Distance      Geod. Az  |
 HN0924|                                                           dddmmss.s |
 HN0924| HN0917 DOME                                APPROX. 5.6 KM 0861438.5 |
 HN0924|---------------------------------------------------------------------|
 HN0924
 HN0924                          SUPERSEDED SURVEY CONTROL
 HN0924
 HN0924  NAD 83(1992)-  37 01 18.67331(N)    110 59 57.44357(W) AD(       ) 3
 HN0924  NAD 83(1986)-  37 01 18.67040(N)    110 59 57.44086(W) AD(       ) 3
 HN0924  NAD 27      -  37 01 18.68948(N)    110 59 54.91414(W) AD(       ) 3
 HN0924  NGVD 29 (07/19/86) 1854.4    (m)         6084.     (f) VERT ANG       
 HN0924
 HN0924.Superseded values are not recommended for survey control.
 HN0924
 HN0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0924.See file dsdata.pdf to determine how the superseded data were derived.
 HN0924
 HN0924_MARKER: DD = SURVEY DISK
 HN0924_SETTING: 0 = UNSPECIFIED SETTING
 HN0924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0924
 HN0924  HISTORY     - Date     Condition        Report By
 HN0924  HISTORY     - 1953     MONUMENTED       USGS
 HN0924
 HN0924                          STATION DESCRIPTION
 HN0924
 HN0924'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0924'LOCATED ABOUT 61 MI. SE. OF ESCALANTE AND 13 MI. W. OF DUNNS TRADING
 HN0924'POST, 9 MI. W. OF NAVAJO MOUNTAIN TOP, 4 MI. SW. OF RAINBOW NATURAL
 HN0924'BRIDGE, 6 MI. S. OF THE COLORADO RIVER ON E. EDGE OF HIGH POINT ON
 HN0924'SPARSELY TREE COVERED MESA.
 HN0924'
 HN0924'STATION REACHED BY HELICOPTER.
 HN0924'
 HN0924'STATION MARK - STANDARD TABLET STAMPED ---FORBIDDEN 1953--- CEMENTED
 HN0924'IN SANDSTONE OUTCROP.
 HN0924'
 HN0924'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER IN TREE, 44.50 FT. FROM
 HN0924'STATION MARK, N 48 DEG 56 MIN 13 SEC W.
 HN0924'
 HN0924'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER IN TREE, 41.15 FT. FROM
 HN0924'STATION MARK, N 25 DEG 27 MIN 58 SEC E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0520 ***********************************************************************
 KN0520  DESIGNATION -  FORD
 KN0520  PID         -  KN0520
 KN0520  STATE/COUNTY-  UT/CARBON
 KN0520  COUNTRY     -  US
 KN0520  USGS QUAD   -  KYUNE (2017)
 KN0520
 KN0520                         *CURRENT SURVEY CONTROL
 KN0520  ______________________________________________________________________
 KN0520* NAD 83(1994) POSITION- 39 45 11.34203(N) 110 57 34.97383(W)   ADJUSTED
 KN0520* NAVD 88 ORTHO HEIGHT -  2902.7   (meters)     9523.    (feet) VERTCON3
 KN0520  ______________________________________________________________________
 KN0520  GEOID HEIGHT    -        -15.861 (meters)                     GEOID18
 KN0520  LAPLACE CORR    -         -6.38  (seconds)                    DEFLEC18
 KN0520  HORZ ORDER      -  THIRD
 KN0520
 KN0520.The horizontal coordinates were established by classical geodetic methods
 KN0520.and adjusted by the National Geodetic Survey in November 1997.
 KN0520
 KN0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0520
 KN0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0520.GEOID18 height accuracy estimate available here.
 KN0520
 KN0520.Click photographs - Photos may exist for this station.
 KN0520
 KN0520.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0520
 KN0520. The following values were computed from the NAD 83(1994) position.
 KN0520
 KN0520;                    North         East     Units Scale Factor Converg.
 KN0520;SPC UT C     - 2,157,765.668   546,297.808   MT  0.99989984   +0 20 45.9
 KN0520;SPC UT C     - 7,079,269.53  1,792,312.06   sFT  0.99989984   +0 20 45.9
 KN0520;UTM  12      - 4,400,360.707   503,451.070   MT  0.99960015   +0 01 32.7
 KN0520
 KN0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0520!SPC UT C     -   0.99954731  x   0.99989984  =   0.99944719
 KN0520!UTM  12      -   0.99954731  x   0.99960015  =   0.99914764
 KN0520
 KN0520:                Primary Azimuth Mark                     Grid Az
 KN0520:SPC UT C     -  BEAVER                                   276 08 36.1
 KN0520:UTM  12      -  BEAVER                                   276 27 49.3
 KN0520
 KN0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK0345100360(NAD 83)
 KN0520
 KN0520|---------------------------------------------------------------------|
 KN0520| PID    Reference Object                     Distance      Geod. Az  |
 KN0520|                                                           dddmmss.s |
 KN0520| KN0521 BEAVER                              APPROX. 2.7 KM 2762922.0 |
 KN0520|---------------------------------------------------------------------|
 KN0520
 KN0520                          SUPERSEDED SURVEY CONTROL
 KN0520
 KN0520  NAD 83(1993)-  39 45 11.34129(N)    110 57 34.97105(W) AD(       ) 3
 KN0520  NAD 83(1986)-  39 45 11.33079(N)    110 57 34.96947(W) AD(       ) 3
 KN0520  NAD 27      -  39 45 11.46864(N)    110 57 32.38638(W) AD(       ) 3
 KN0520  NGVD 29 (07/19/86) 2901.4    (m)         9519.     (f) VERT ANG       
 KN0520
 KN0520.Superseded values are not recommended for survey control.
 KN0520
 KN0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0520.See file dsdata.pdf to determine how the superseded data were derived.
 KN0520
 KN0520_MARKER: T = CHISELED TRIANGLE
 KN0520_SETTING: 66 = SET IN ROCK OUTCROP
 KN0520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0520+STABILITY: POSITION/ELEVATION WELL
 KN0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0520+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 KN0520
 KN0520  HISTORY     - Date     Condition        Report By
 KN0520  HISTORY     - 1910     MONUMENTED       USGS
 KN0520  HISTORY     - 20040808 GOOD             INDIV
 KN0520
 KN0520                          STATION DESCRIPTION
 KN0520
 KN0520'DESCRIBED BY US GEOLOGICAL SURVEY 1910
 KN0520'LOCATED ABOUT 4.75 MI. (AIRLINE) NW. OF CASTLEGATE, 5.5 MI. S. OF
 KN0520'KYUNE, IN T 12 S, R 9 E, SECTION 30.
 KN0520'
 KN0520'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 50 AND THE DETOUR
 KN0520'U.S. HIGHWAYS 6 AND 50 (THIS POINT IS ABOUT 9 MI. SE. OF SOLDIER
 KN0520'SUMMIT ALONG U.S. HIGHWAYS 6 AND 50), TRAVEL W. ON U.S. 6 AND 50 FOR
 KN0520'0.7 MI. TO A RD. FORK, TURN SHARP LEFT ONTO AN OLD HIGHWAY AND GO E.
 KN0520'FOR 0.7 MI. TO A RD. FORK, TAKE RIGHT FORK UP A HILL AND GO SW. FOR
 KN0520'5.2 MI. TO A RIDGE AND A RD. FORK, THIS POINT IS ABOUT 1500 FT. E.
 KN0520'OF STATION ---BEAVER---, TAKE LEFT FORK DOWN A SIDEHILL FOR 1.9 MI.
 KN0520'TO END OF TRUCK TRAVEL AT A SADDLE, PACK E. UP A RIDGE TO THE HIGHEST
 KN0520'POINT AND THE STATION.  ABOUT 15 MINUTE PACK.
 KN0520'
 KN0520'STATION MARK--A CHISELED TRIANGLE (3 IN. SIDES), ON A ROCK FLUSH WITH
 KN0520'GROUND.  THE LETTERS ---US--- ARE CHISELED BESIDE THE TRIANGLE.
 KN0520
 KN0520                          STATION RECOVERY (2004)
 KN0520
 KN0520'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HDM)
 KN0520'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0452 ***********************************************************************
 KO0452  DESIGNATION -  FORKS
 KO0452  PID         -  KO0452
 KO0452  STATE/COUNTY-  UT/MILLARD
 KO0452  COUNTRY     -  US
 KO0452  USGS QUAD   -  HELL'N MORIAH CANYON (2017)
 KO0452
 KO0452                         *CURRENT SURVEY CONTROL
 KO0452  ______________________________________________________________________
 KO0452* NAD 83(1994) POSITION- 39 01 25.61575(N) 113 23 05.17878(W)   ADJUSTED
 KO0452* NAVD 88 ORTHO HEIGHT -  1457.65  (+/-2cm)     4782.3   (feet) VERTCON3
 KO0452  ______________________________________________________________________
 KO0452  GEOID HEIGHT    -        -20.266 (meters)                     GEOID18
 KO0452  LAPLACE CORR    -          0.38  (seconds)                    DEFLEC18
 KO0452  HORZ ORDER      -  SECOND
 KO0452  VERT ORDER      -  THIRD ? (See Below)
 KO0452
 KO0452.The horizontal coordinates were established by classical geodetic methods
 KO0452.and adjusted by the National Geodetic Survey in November 1997.
 KO0452
 KO0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0452
 KO0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0452.GEOID18 height accuracy estimate available here.
 KO0452
 KO0452.The vertical order pertains to the NGVD 29 superseded value.
 KO0452
 KO0452.Click photographs - Photos may exist for this station.
 KO0452
 KO0452.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0452
 KO0452. The following values were computed from the NAD 83(1994) position.
 KO0452
 KO0452;                    North         East     Units Scale Factor Converg.
 KO0452;SPC UT C     - 2,078,374.035   336,796.024   MT  0.99999825   -1 12 26.4
 KO0452;SPC UT C     - 6,818,798.81  1,104,971.62   sFT  0.99999825   -1 12 26.4
 KO0452;UTM  12      - 4,322,121.747   293,555.090   MT  1.00012482   -1 30 07.5
 KO0452
 KO0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0452!SPC UT C     -   0.99977453  x   0.99999825  =   0.99977278
 KO0452!UTM  12      -   0.99977453  x   1.00012482  =   0.99989932
 KO0452
 KO0452:                Primary Azimuth Mark                     Grid Az
 KO0452:SPC UT C     -  FORKS AZ MK                              044 20 46.6
 KO0452:UTM  12      -  FORKS AZ MK                              044 38 27.7
 KO0452
 KO0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ9355522121(NAD 83)
 KO0452
 KO0452|---------------------------------------------------------------------|
 KO0452| PID    Reference Object                     Distance      Geod. Az  |
 KO0452|                                                           dddmmss.s |
 KO0452| CM5595 FORKS AZ MK                                        0430820.2 |
 KO0452| CM5596 FORKS RM 1                            6.645 METERS 21832     |
 KO0452| CM5597 FORKS RM 2                            7.852 METERS 31726     |
 KO0452|---------------------------------------------------------------------|
 KO0452
 KO0452                          SUPERSEDED SURVEY CONTROL
 KO0452
 KO0452  NAD 83(1986)-  39 01 25.61174(N)    113 23 05.17660(W) AD(       ) 2
 KO0452  NAD 27      -  39 01 25.78370(N)    113 23 02.28910(W) AD(       ) 2
 KO0452  NGVD 29            1456.50   (m)         4778.5    (f) LEVELING    3  
 KO0452
 KO0452.Superseded values are not recommended for survey control.
 KO0452
 KO0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0452.See file dsdata.pdf to determine how the superseded data were derived.
 KO0452
 KO0452_MARKER: DS = TRIANGULATION STATION DISK
 KO0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0452_STAMPING: FORKS 1957
 KO0452_MARK LOGO: CGS
 KO0452_PROJECTION: PROJECTING
 KO0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0452+STABILITY: SURFACE MOTION
 KO0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0452+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2017
 KO0452
 KO0452  HISTORY     - Date     Condition        Report By
 KO0452  HISTORY     - 1957     MONUMENTED       CGS
 KO0452  HISTORY     - 1958     GOOD             USGS
 KO0452  HISTORY     - 20170529 GOOD             GEOCAC
 KO0452
 KO0452                          STATION DESCRIPTION
 KO0452
 KO0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0452'THE STATION IS LOCATED NEAR TWO CROSS ROADS 0.5 MILE SOUTHWEST
 KO0452'OF U.S. HIGHWAYS 6 AND 50, AIRLINE ABOUT 9 MILES SOUTH OF NOTCH
 KO0452'PEAK, 8 MILES WEST OF THE WEST EDGE OF SEVIER LAKE, AND 49
 KO0452'MILES WEST-SOUTHWEST OF DELTA.
 KO0452'
 KO0452'TO REACH THE STATION FROM THE POST OFFICE IN DELTA GO SOUTH
 KO0452'ABOUT 50 YARDS TO AN INTERSECTION.  TURN RIGHT ONTO U.S.
 KO0452'HIGHWAYS 6 AND 50 AND GO WEST AND SOUTHWEST 35.7 MILES TO A
 KO0452'CATTLE GUARD.  CONTINUE SOUTHWEST ON THE HIGHWAY 5.3 MILES TO
 KO0452'A CROSS ROAD.  CONTINUE SOUTHWEST, WEST, AND NORTHWEST ON THE
 KO0452'HIGHWAY 7.5 MILES TO A SIDE ROAD AND THE AZIMUTH MARK ON THE
 KO0452'LEFT.  TURN LEFT AND GO SOUTHWEST ON A DIRT ROAD 0.5 MILE TO
 KO0452'TWO CROSS ROADS AND THE STATION.
 KO0452'
 KO0452'THE STATION MARK IS A STANDARD DISK STAMPED FORKS 1957 SET
 KO0452'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 KO0452'1 INCH ABOVE THE GROUND.  IT IS 80 FEET SOUTHWEST OF THE
 KO0452'CENTERLINE OF A NORTHWEST-SOUTHEAST DIRT ROAD AND 151 FEET
 KO0452'WEST-NORTHWEST OF THE CENTER OF THE NORTHWEST ONE OF TWO CROSS
 KO0452'ROADS THAT ARE 90 FEET APART.
 KO0452'
 KO0452'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED FORKS
 KO0452'NO 1 1957 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 KO0452'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS THE SAME
 KO0452'ELEVATION AS THE STATION.
 KO0452'
 KO0452'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED FORKS
 KO0452'NO 2 1957 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 KO0452'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 80 FEET SOUTHWEST
 KO0452'OF THE CENTERLINE OF THE ROAD AND THE SAME ELEVATION AS THE
 KO0452'STATION.
 KO0452'
 KO0452'THE AZIMUTH MARK IS LOCATED ON THE SOUTHWEST SIDE OF U.S.
 KO0452'HIGHWAYS 6 AND 50 AND IS A STANDARD DISK STAMPED FORKS 1957
 KO0452'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES
 KO0452'ABOVE THE GROUND.  IT IS 88 FEET SOUTHWEST OF THE CENTERLINE
 KO0452'OF THE HIGHWAY AND 134 FEET SOUTHEAST OF THE CENTERLINE OF
 KO0452'A DIRT ROAD.
 KO0452
 KO0452                          STATION RECOVERY (1958)
 KO0452
 KO0452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 KO0452'RECOVERED IN GOOD CONDITION.
 KO0452'
 KO0452'STATION MARK--STANDARD DISK, STAMPED ---FORKS 1957---, SET IN THE
 KO0452'TOP OF A 10 IN. SQUARE CONCRETE POST THAT PROJECTS 1 IN. ABOVE THE
 KO0452'GROUND.
 KO0452
 KO0452                          STATION RECOVERY (2017)
 KO0452
 KO0452'RECOVERY NOTE BY GEOCACHING 2017 (MFM)
 KO0452'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0585 ***********************************************************************
 LN0585  DESIGNATION -  FORKS
 LN0585  PID         -  LN0585
 LN0585  STATE/COUNTY-  UT/DAGGETT
 LN0585  COUNTRY     -  US
 LN0585  USGS QUAD   -  CLAY BASIN (2017)
 LN0585
 LN0585                         *CURRENT SURVEY CONTROL
 LN0585  ______________________________________________________________________
 LN0585* NAD 83(1994) POSITION- 40 52 39.39622(N) 109 14 42.94894(W)   ADJUSTED
 LN0585* NAVD 88 ORTHO HEIGHT -  2434.1   (meters)     7986.    (feet) VERTCON3
 LN0585  ______________________________________________________________________
 LN0585  GEOID HEIGHT    -        -13.952 (meters)                     GEOID18
 LN0585  LAPLACE CORR    -         -6.85  (seconds)                    DEFLEC18
 LN0585  HORZ ORDER      -  THIRD
 LN0585
 LN0585.The horizontal coordinates were established by classical geodetic methods
 LN0585.and adjusted by the National Geodetic Survey in November 1997.
 LN0585
 LN0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0585
 LN0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0585.GEOID18 height accuracy estimate available here.
 LN0585
 LN0585.Click photographs - Photos may exist for this station.
 LN0585
 LN0585.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0585
 LN0585. The following values were computed from the NAD 83(1994) position.
 LN0585
 LN0585;                    North         East     Units Scale Factor Converg.
 LN0585;SPC UT N     - 1,062,906.827   690,027.619   MT  0.99997792   +1 29 12.0
 LN0585;SPC UT N     - 3,487,220.15  2,263,865.61   sFT  0.99997792   +1 29 12.0
 LN0585;UTM  12      - 4,526,652.711   647,852.027   MT  0.99986906   +1 08 54.9
 LN0585
 LN0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0585!SPC UT N     -   0.99962051  x   0.99997792  =   0.99959844
 LN0585!UTM  12      -   0.99962051  x   0.99986906  =   0.99948962
 LN0585
 LN0585:                Primary Azimuth Mark                     Grid Az
 LN0585:SPC UT N     -  SHINER                                   144 33 20.8
 LN0585:UTM  12      -  SHINER                                   144 53 37.9
 LN0585
 LN0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL4785226652(NAD 83)
 LN0585
 LN0585|---------------------------------------------------------------------|
 LN0585| PID    Reference Object                     Distance      Geod. Az  |
 LN0585|                                                           dddmmss.s |
 LN0585| LN0584 SHINER                              APPROX. 8.1 KM 1460232.8 |
 LN0585|---------------------------------------------------------------------|
 LN0585
 LN0585                          SUPERSEDED SURVEY CONTROL
 LN0585
 LN0585  NAD 83(1993)-  40 52 39.39582(N)    109 14 42.94789(W) AD(       ) 3
 LN0585  NAD 83(1992)-  40 52 39.37849(N)    109 14 42.93833(W) AD(       ) 3
 LN0585  NAD 83(1986)-  40 52 39.37797(N)    109 14 42.93948(W) AD(       ) 3
 LN0585  NAD 27      -  40 52 39.52233(N)    109 14 40.47138(W) AD(       ) 3
 LN0585  NGVD 29 (07/19/86) 2432.9    (m)         7982.     (f) VERT ANG       
 LN0585
 LN0585.Superseded values are not recommended for survey control.
 LN0585
 LN0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0585.See file dsdata.pdf to determine how the superseded data were derived.
 LN0585
 LN0585_MARKER: DD = SURVEY DISK
 LN0585_SETTING: 66 = SET IN ROCK OUTCROP
 LN0585_STAMPING: FORKS 1950
 LN0585_MARK LOGO: USGS
 LN0585_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0585+STABILITY: POSITION/ELEVATION WELL
 LN0585
 LN0585  HISTORY     - Date     Condition        Report By
 LN0585  HISTORY     - 1950     MONUMENTED       USGS
 LN0585
 LN0585                          STATION DESCRIPTION
 LN0585
 LN0585'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LN0585'LOCATED ABOUT 2.0 MI. S. OF THE FORKS OF RED CREEK AND GREEN RIVER,
 LN0585'ON A HIGH BLUFF OVERLOOKING GREEN RIVER.
 LN0585'
 LN0585'TO REACH FROM THE CENTER OF THE TOWN OF VERNAL, DRIVE N. ALONG STATE
 LN0585'HIGHWAY 44 FOR 27.05 MI. TO RD. FORKS, TAKE RIGHT FORK EASTERLY ALONG
 LN0585'DIAMOND MOUNTAIN RD. FOR 7.3 MI. TO RD. FORKS, TAKE RIGHT FORK FOR 1.6
 LN0585'MI. TO RD. FORKS, TURN SHARP LEFT AND GO N. ALONG MAIN TRAVELED RD.
 LN0585'FOR 1.9 MI. TO RD. FORKS, TAKE RIGHT FORK AND CONTINUE 12. MI. TO RD.
 LN0585'FORKS, TAKE LEFT FORK N. ALONG MAIN TRAVELED RD. FOR 9.1 MI. TO RD.
 LN0585'FORKS, TAKE RIGHT FORK FOR 1.0 MI., TURN LEFT UP DRAIN FOR 0.1 MI. TO
 LN0585'E.T.T. PACK N. TO HIGHEST POINT OF RIDGE AND STATION.  A 10 MIN. PACK.
 LN0585'
 LN0585'STATION MARK - STANDARD TABLET, STAMPED ---FORKS 1950--- SET IN TOP OF
 LN0585'A LARGE, FLAT ROCK.
 LN0585'
 LN0585'REFERENCE MARK NO.1 - STANDARD R.M. TABLET, SET IN SOLID ROCK, 14.23
 LN0585'FT. FROM STATION MARK, S 71 DEG 11 MIN E.
 LN0585'
 LN0585'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET, SET IN SOLID
 LN0585'ROCK 13.50 FT. FROM STATION MARK, S 05 DEG 27 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0437 ***********************************************************************
 JN0437  DESIGNATION -  FORKS=ET U 198
 JN0437  PID         -  JN0437
 JN0437  STATE/COUNTY-  UT/GARFIELD
 JN0437  COUNTRY     -  US
 JN0437  USGS QUAD   -  TEAPOT ROCK (2017)
 JN0437
 JN0437                         *CURRENT SURVEY CONTROL
 JN0437  ______________________________________________________________________
 JN0437* NAD 83(1994) POSITION- 38 03 30.79162(N) 110 03 48.12524(W)   ADJUSTED
 JN0437* NAVD 88 ORTHO HEIGHT -  1785.8   (meters)     5859.    (feet) VERTCON3
 JN0437  ______________________________________________________________________
 JN0437  GEOID HEIGHT    -        -19.951 (meters)                     GEOID18
 JN0437  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 JN0437  HORZ ORDER      -  SECOND
 JN0437
 JN0437.The horizontal coordinates were established by classical geodetic methods
 JN0437.and adjusted by the National Geodetic Survey in November 1997.
 JN0437
 JN0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0437
 JN0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0437.GEOID18 height accuracy estimate available here.
 JN0437
 JN0437.Click photographs - Photos may exist for this station.
 JN0437
 JN0437.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0437
 JN0437. The following values were computed from the NAD 83(1994) position.
 JN0437
 JN0437;                    North         East     Units Scale Factor Converg.
 JN0437;SPC UT S     - 3,155,446.593   626,072.861   MT  0.99996274   +0 52 48.7
 JN0437;SPC UT S     -10,352,494.36  2,054,040.71   sFT  0.99996274   +0 52 48.7
 JN0437;UTM  12      - 4,212,725.708   582,169.236   MT  0.99968315   +0 34 38.8
 JN0437
 JN0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0437!SPC UT S     -   0.99972299  x   0.99996274  =   0.99968574
 JN0437!UTM  12      -   0.99972299  x   0.99968315  =   0.99940623
 JN0437
 JN0437:                Primary Azimuth Mark                     Grid Az
 JN0437:SPC UT S     -  FORKS AZ MK                              241 35 06.8
 JN0437:UTM  12      -  FORKS AZ MK                              241 53 16.7
 JN0437
 JN0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH8216912725(NAD 83)
 JN0437
 JN0437|---------------------------------------------------------------------|
 JN0437| PID    Reference Object                     Distance      Geod. Az  |
 JN0437|                                                           dddmmss.s |
 JN0437| JM0539 CANDLESTICK SPIRE                   APPROX.14.5 KM 0254145.1 |
 JN0437| CM6428 FORKS RM 2                            7.164 METERS 07926     |
 JN0437| CM6426 FORKS AZ MK                                        2422755.5 |
 JN0437| CM6427 FORKS RM 1                            4.710 METERS 33350     |
 JN0437|---------------------------------------------------------------------|
 JN0437
 JN0437                          SUPERSEDED SURVEY CONTROL
 JN0437
 JN0437  NAD 83(1986)-  38 03 30.78386(N)    110 03 48.12555(W) AD(       ) 2
 JN0437  NAD 27      -  38 03 30.83585(N)    110 03 45.65269(W) AD(       ) 2
 JN0437  NGVD 29 (07/19/86) 1784.8    (m)         5856.     (f) VERT ANG       
 JN0437
 JN0437.Superseded values are not recommended for survey control.
 JN0437
 JN0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0437.See file dsdata.pdf to determine how the superseded data were derived.
 JN0437
 JN0437_MARKER: DD = SURVEY DISK
 JN0437_SETTING: 66 = SET IN ROCK OUTCROP
 JN0437
 JN0437  HISTORY     - Date     Condition        Report By
 JN0437  HISTORY     - 1952     MONUMENTED       USGS
 JN0437  HISTORY     - 1963     GOOD             USGS
 JN0437  HISTORY     - 1963     GOOD             CGS
 JN0437
 JN0437                          STATION DESCRIPTION
 JN0437
 JN0437'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (LGB)
 JN0437'THE STATION IS LOCATED ABOUT 42 MILES SOUTHEAST OF HANKSVILLE,
 JN0437'27 MILES NORTHEAST OF THE SMALL TOWN OF HITE, 13 MILES SOUTHWEST
 JN0437'OF THE JUNCTION OF THE COLORADO AND GREEN RIVERS, 1 MILE WEST
 JN0437'OF THE COLORADO RIVER ON A SPARSELY WOODED ROCKY HILL THAT IS
 JN0437'THE HIGHEST POINT IN THE VICINITY.
 JN0437'
 JN0437'TO REACH THE STATION BY HELICOPTER FROM HITE FLY NORTHEAST ON
 JN0437'A TRUE COURSE OF 50 DEGREES FOR ABOUT 27 MILES TO THE ROCKY
 JN0437'HILL AND STATION.  TO REACH THE AZIMUTH MARK FROM THE STATION
 JN0437'PACK SOUTHWEST THROUGH THE SCRUB PINES AND JUNIPER FOR 0.4
 JN0437'MILE TO A GROUP OF WIND WORN ROCK AND THE MARK.
 JN0437'
 JN0437'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 JN0437'FORKS U198 1952, CEMENTED IN A DRILL HOLE IN BEDROCK ON THE
 JN0437'HIGHEST POINT OF THE HILL.
 JN0437'
 JN0437'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 JN0437'DISK, STAMPED NO 1 1952, CEMENTED IN A DRILL HOLE IN THE SAME
 JN0437'ROCK OUTCROP AS THE STATION MARK.  IT IS ABOUT 1 FOOT LOWER
 JN0437'THAN THE STATION.
 JN0437'
 JN0437'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK,
 JN0437'STAMPED NO 2 1952, CEMENTED IN A DRILL HOLE IN AN OUTCROP
 JN0437'OF BEDROCK 5 BY 15 FEET IN CROSS SECTION AND PROJECTING 8 INCHES.
 JN0437'IT IS ABOUT 4-1/2 FEET LOWER THAN THE STATION.
 JN0437'
 JN0437'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FORK USGS 1963,
 JN0437'CEMENTED IN BEDROCK ON THE HIGHEST POINT OF A GROUP OF WIND WORN
 JN0437'ROCK AT THE WEST END OF THE HILL AND ABOUT 50 FEET LOWER THAN
 JN0437'THE STATION.
 JN0437
 JN0437                          STATION RECOVERY (1963)
 JN0437
 JN0437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JN0437'RECOVERED IN GOOD CONDITION.
 JN0437'
 JN0437'STATION MARK--STANDARD TABLET, STAMPED ---FORKS 1952---, CEMENTED IN
 JN0437'SOLID ROCK OUTCROP, AND ADDITIONALLY STAMPED ---ET U 198--- IN 1959.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1124 ***********************************************************************
 LO1124  DESIGNATION -  FOUR LAKES BASIN CAIRN
 LO1124  PID         -  LO1124
 LO1124  STATE/COUNTY-  UT/DUCHESNE
 LO1124  COUNTRY     -  US
 LO1124  USGS QUAD   -  EXPLORER PEAK (2017)
 LO1124
 LO1124                         *CURRENT SURVEY CONTROL
 LO1124  ______________________________________________________________________
 LO1124* NAD 83(1994) POSITION- 40 40 21.69895(N) 110 44 49.16604(W)   ADJUSTED
 LO1124  ______________________________________________________________________
 LO1124  GEOID HEIGHT    -        -12.398 (meters)                     GEOID18
 LO1124  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 LO1124  HORZ ORDER      -  THIRD
 LO1124
 LO1124.The horizontal coordinates were established by classical geodetic methods
 LO1124.and adjusted by the National Geodetic Survey in November 1997.
 LO1124
 LO1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1124.GEOID18 height accuracy estimate available here.
 LO1124
 LO1124.Click photographs - Photos may exist for this station.
 LO1124
 LO1124.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1124
 LO1124. The following values were computed from the NAD 83(1994) position.
 LO1124
 LO1124;                    North         East     Units Scale Factor Converg.
 LO1124;SPC UT C     - 2,259,991.773   563,666.567   MT  1.00000573   +0 28 56.5
 LO1124;SPC UT C     - 7,414,656.34  1,849,296.06   sFT  1.00000573   +0 28 56.5
 LO1124;UTM  12      - 4,502,454.813   521,383.404   MT  0.99960563   +0 09 53.6
 LO1124
 LO1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL2138302454(NAD 83)
 LO1124
 LO1124                          SUPERSEDED SURVEY CONTROL
 LO1124
 LO1124  NAD 83(1993)-  40 40 21.69805(N)    110 44 49.16795(W) AD(       ) 3
 LO1124  NAD 83(1986)-  40 40 21.67997(N)    110 44 49.16095(W) AD(       ) 3
 LO1124  NAD 27      -  40 40 21.85300(N)    110 44 46.51600(W) AD(       ) 3
 LO1124
 LO1124.Superseded values are not recommended for survey control.
 LO1124
 LO1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1124.See file dsdata.pdf to determine how the superseded data were derived.
 LO1124
 LO1124_MARKER: 72 = CAIRN
 LO1124
 LO1124  HISTORY     - Date     Condition        Report By
 LO1124  HISTORY     - 1962     FIRST OBSERVED   CGS
 LO1124
 LO1124                          STATION DESCRIPTION
 LO1124
 LO1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO1124'THE STATION IS ON THE HIGHEST POINT OF A HIGH RIDGE, ABOUT
 LO1124'22-1/2 MILES SOUTH OF THE UTAH-WYOMING STATE LINE, 7-1/2
 LO1124'MILES SOUTHEAST OF MIRROR LAKE, 1-1/2 MILES EAST OF THE
 LO1124'SUMMIT-DUCHESNE COUNTY LINE, 1/4 MILE WEST OF FOUR LAKES BASIN.
 LO1124'
 LO1124'THE STATION IS A CAIRN ON THE HIGHEST POINT OF THE RIDGE.  THIS
 LO1124'STATION WAS NOT VISITED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0973 ***********************************************************************
 LO0973  DESIGNATION -  FOURTH 11
 LO0973  PID         -  LO0973
 LO0973  STATE/COUNTY-  UT/SALT LAKE
 LO0973  COUNTRY     -  US
 LO0973  USGS QUAD   -  FORT DOUGLAS (2017)
 LO0973
 LO0973                         *CURRENT SURVEY CONTROL
 LO0973  ______________________________________________________________________
 LO0973* NAD 83(1994) POSITION- 40 45 38.38965(N) 111 51 34.55814(W)   ADJUSTED
 LO0973* NAVD 88 ORTHO HEIGHT -  1373.    (meters)     4505.    (feet) SCALED
 LO0973  ______________________________________________________________________
 LO0973  GEOID HEIGHT    -        -16.646 (meters)                     GEOID18
 LO0973  LAPLACE CORR    -         13.59  (seconds)                    DEFLEC18
 LO0973  HORZ ORDER      -  FIRST
 LO0973
 LO0973.The horizontal coordinates were established by classical geodetic methods
 LO0973.and adjusted by the National Geodetic Survey in November 1997.
 LO0973
 LO0973.The orthometric height was scaled from a topographic map.
 LO0973
 LO0973.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0973.GEOID18 height accuracy estimate available here.
 LO0973
 LO0973.Click photographs - Photos may exist for this station.
 LO0973
 LO0973.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0973
 LO0973. The following values were computed from the NAD 83(1994) position.
 LO0973
 LO0973;                    North         East     Units Scale Factor Converg.
 LO0973;SPC UT C     - 2,269,553.873   469,635.044   MT  1.00002942   -0 13 49.3
 LO0973;SPC UT C     - 7,446,028.00  1,540,794.31   sFT  1.00002942   -0 13 49.3
 LO0973;UTM  12      - 4,512,544.391   427,445.087   MT  0.99966479   -0 33 40.5
 LO0973
 LO0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0973!SPC UT C     -   0.99978729  x   1.00002942  =   0.99981670
 LO0973!UTM  12      -   0.99978729  x   0.99966479  =   0.99945215
 LO0973
 LO0973:                Primary Azimuth Mark                     Grid Az
 LO0973:SPC UT C     -  FOURTH 9                                 270 13 09.8
 LO0973:UTM  12      -  FOURTH 9                                 270 33 01.0
 LO0973
 LO0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2744512544(NAD 83)
 LO0973
 LO0973|---------------------------------------------------------------------|
 LO0973| PID    Reference Object                     Distance      Geod. Az  |
 LO0973|                                                           dddmmss.s |
 LO0973| LO0703 SECOND 11                           482.835 METERS 0000200.6 |
 LO0973| LO0684 FOURTH 9                            484.204 METERS 2695920.5 |
 LO0973|---------------------------------------------------------------------|
 LO0973
 LO0973                          SUPERSEDED SURVEY CONTROL
 LO0973
 LO0973  NAD 83(1993)-  40 45 38.38940(N)    111 51 34.55810(W) AD(       ) 1
 LO0973  NAD 83(1986)-  40 45 38.37820(N)    111 51 34.54926(W) AD(       ) 1
 LO0973  NAD 27      -  40 45 38.57049(N)    111 51 31.78395(W) AD(       ) 1
 LO0973
 LO0973.Superseded values are not recommended for survey control.
 LO0973
 LO0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0973.See file dsdata.pdf to determine how the superseded data were derived.
 LO0973
 LO0973_MARKER: Z = SEE DESCRIPTION
 LO0973_SETTING: 0 = UNSPECIFIED SETTING
 LO0973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0973
 LO0973  HISTORY     - Date     Condition        Report By
 LO0973  HISTORY     - 1963     MONUMENTED       CGS
 LO0973
 LO0973                          STATION DESCRIPTION
 LO0973
 LO0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LFW)
 LO0973'STATION IS LOCATED IN SALT LAKE CITY AT THE INTERSECTION OF
 LO0973'FOURTH STREET, SOUTH AND ELEVENTH STREET, EAST.  STATION IS
 LO0973'MARKED BY A CROSS IN THE TOP OF A SANDSTONE POST, SET ABOUT
 LO0973'4 INCHES BELOW THE SURFACE OF THE STREET, BENEATH A MANHOLE
 LO0973'COVER, 8 INCHES IN DIAMETER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0689 ***********************************************************************
 LO0689  DESIGNATION -  FOURTH 13
 LO0689  PID         -  LO0689
 LO0689  STATE/COUNTY-  UT/SALT LAKE
 LO0689  COUNTRY     -  US
 LO0689  USGS QUAD   -  FORT DOUGLAS (2017)
 LO0689
 LO0689                         *CURRENT SURVEY CONTROL
 LO0689  ______________________________________________________________________
 LO0689* NAD 83(1994) POSITION- 40 45 38.39284(N) 111 51 13.99192(W)   ADJUSTED
 LO0689* NAVD 88 ORTHO HEIGHT -  1396.309 (meters)     4581.06  (feet) ADJUSTED
 LO0689  ______________________________________________________________________
 LO0689  GEOID HEIGHT    -        -16.609 (meters)                     GEOID18
 LO0689  LAPLACE CORR    -         14.02  (seconds)                    DEFLEC18
 LO0689  DYNAMIC HEIGHT  -       1395.197 (meters)     4577.41  (feet) COMP
 LO0689  MODELED GRAVITY -    979,780.3   (mgal)                       NAVD 88
 LO0689
 LO0689  HORZ ORDER      -  FIRST
 LO0689  VERT ORDER      -  SECOND    CLASS 0
 LO0689
 LO0689.The horizontal coordinates were established by classical geodetic methods
 LO0689.and adjusted by the National Geodetic Survey in November 1997.
 LO0689
 LO0689.The orthometric height was determined by differential leveling and
 LO0689.adjusted by the NATIONAL GEODETIC SURVEY
 LO0689.in June 1991.
 LO0689
 LO0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0689.GEOID18 height accuracy estimate available here.
 LO0689
 LO0689.Click photographs - Photos may exist for this station.
 LO0689
 LO0689.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0689
 LO0689.The dynamic height is computed by dividing the NAVD 88
 LO0689.geopotential number by the normal gravity value computed on the
 LO0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0689.degrees latitude (g = 980.6199 gals.).
 LO0689
 LO0689.The modeled gravity was interpolated from observed gravity values.
 LO0689
 LO0689. The following values were computed from the NAD 83(1994) position.
 LO0689
 LO0689;                    North         East     Units Scale Factor Converg.
 LO0689;SPC UT C     - 2,269,552.048   470,117.440   MT  1.00002942   -0 13 36.1
 LO0689;SPC UT C     - 7,446,022.01  1,542,376.97   sFT  1.00002942   -0 13 36.1
 LO0689;UTM  12      - 4,512,539.781   427,927.288   MT  0.99966393   -0 33 27.1
 LO0689
 LO0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0689!SPC UT C     -   0.99978362  x   1.00002942  =   0.99981303
 LO0689!UTM  12      -   0.99978362  x   0.99966393  =   0.99944762
 LO0689
 LO0689:                Primary Azimuth Mark                     Grid Az
 LO0689:SPC UT C     -  FOURTH 11                                270 13 00.7
 LO0689:UTM  12      -  FOURTH 11                                270 32 51.7
 LO0689
 LO0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2792712539(NAD 83)
 LO0689
 LO0689|---------------------------------------------------------------------|
 LO0689| PID    Reference Object                     Distance      Geod. Az  |
 LO0689|                                                           dddmmss.s |
 LO0689| LO0987 SECOND 13 ECC                       484.488 METERS 0001220.5 |
 LO0689| LO0973 FOURTH 11                           482.385 METERS 2695924.6 |
 LO0689|---------------------------------------------------------------------|
 LO0689
 LO0689                          SUPERSEDED SURVEY CONTROL
 LO0689
 LO0689  NAD 83(1993)-  40 45 38.39262(N)    111 51 13.99187(W) AD(       ) 1
 LO0689  NAD 83(1986)-  40 45 38.38135(N)    111 51 13.98299(W) AD(       ) 1
 LO0689  NAD 27      -  40 45 38.57357(N)    111 51 11.21824(W) AD(       ) 1
 LO0689  NGVD 29 (??/??/92) 1395.363  (m)         4577.95   (f) ADJ UNCH    2 0
 LO0689
 LO0689.Superseded values are not recommended for survey control.
 LO0689
 LO0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0689.See file dsdata.pdf to determine how the superseded data were derived.
 LO0689
 LO0689_MARKER: Z = SEE DESCRIPTION
 LO0689_SETTING: 0 = UNSPECIFIED SETTING
 LO0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0689
 LO0689  HISTORY     - Date     Condition        Report By
 LO0689  HISTORY     - 1963     MONUMENTED       CGS
 LO0689
 LO0689                          STATION DESCRIPTION
 LO0689
 LO0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LFW)
 LO0689'STATION IS LOCATED IN SALT LAKE CITY AT THE INTERSECTION OF
 LO0689'FOURTH STREET SOUTH AND THIRTEENTH STREET EAST.  STATION IS
 LO0689'MARKED BY A CROSS IN THE TOP OF A BRASS CAP, SET 11 INCHES
 LO0689'BELOW THE SURFACE OF THE STREET, BENEATH A MANHOLE COVER,
 LO0689'8 INCHES IN DIAMETER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0684 ***********************************************************************
 LO0684  DESIGNATION -  FOURTH 9
 LO0684  PID         -  LO0684
 LO0684  STATE/COUNTY-  UT/SALT LAKE
 LO0684  COUNTRY     -  US
 LO0684  USGS QUAD   -  FORT DOUGLAS (2017)
 LO0684
 LO0684                         *CURRENT SURVEY CONTROL
 LO0684  ______________________________________________________________________
 LO0684* NAD 83(1994) POSITION- 40 45 38.38613(N) 111 51 55.20190(W)   ADJUSTED
 LO0684* NAVD 88 ORTHO HEIGHT -  1331.079 (meters)     4367.05  (feet) ADJUSTED
 LO0684  ______________________________________________________________________
 LO0684  GEOID HEIGHT    -        -16.682 (meters)                     GEOID18
 LO0684  LAPLACE CORR    -         13.06  (seconds)                    DEFLEC18
 LO0684  DYNAMIC HEIGHT  -       1330.022 (meters)     4363.58  (feet) COMP
 LO0684  MODELED GRAVITY -    979,784.7   (mgal)                       NAVD 88
 LO0684
 LO0684  HORZ ORDER      -  FIRST
 LO0684  VERT ORDER      -  SECOND    CLASS 0
 LO0684
 LO0684.The horizontal coordinates were established by classical geodetic methods
 LO0684.and adjusted by the National Geodetic Survey in November 1997.
 LO0684
 LO0684.The orthometric height was determined by differential leveling and
 LO0684.adjusted by the NATIONAL GEODETIC SURVEY
 LO0684.in June 1991.
 LO0684
 LO0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0684.GEOID18 height accuracy estimate available here.
 LO0684
 LO0684.Click photographs - Photos may exist for this station.
 LO0684
 LO0684.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0684
 LO0684.The dynamic height is computed by dividing the NAVD 88
 LO0684.geopotential number by the normal gravity value computed on the
 LO0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0684.degrees latitude (g = 980.6199 gals.).
 LO0684
 LO0684.The modeled gravity was interpolated from observed gravity values.
 LO0684
 LO0684. The following values were computed from the NAD 83(1994) position.
 LO0684
 LO0684;                    North         East     Units Scale Factor Converg.
 LO0684;SPC UT C     - 2,269,555.727   469,150.829   MT  1.00002942   -0 14 02.5
 LO0684;SPC UT C     - 7,446,034.08  1,539,205.68   sFT  1.00002942   -0 14 02.5
 LO0684;UTM  12      - 4,512,549.040   426,961.067   MT  0.99966566   -0 33 54.0
 LO0684
 LO0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0684!SPC UT C     -   0.99979386  x   1.00002942  =   0.99982327
 LO0684!UTM  12      -   0.99979386  x   0.99966566  =   0.99945959
 LO0684
 LO0684:                Primary Azimuth Mark                     Grid Az
 LO0684:SPC UT C     -  TEMPLE 9                                 000 13 55.9
 LO0684:UTM  12      -  TEMPLE 9                                 000 33 47.4
 LO0684
 LO0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2696112549(NAD 83)
 LO0684
 LO0684|---------------------------------------------------------------------|
 LO0684| PID    Reference Object                     Distance      Geod. Az  |
 LO0684|                                                           dddmmss.s |
 LO0684| LO0701 SECOND 9                            482.839 METERS 3595959.4 |
 LO0684| LO0699 TEMPLE 9                            APPROX. 1.0 KM 3595953.4 |
 LO0684|---------------------------------------------------------------------|
 LO0684
 LO0684                          SUPERSEDED SURVEY CONTROL
 LO0684
 LO0684  NAD 83(1993)-  40 45 38.38585(N)    111 51 55.20187(W) AD(       ) 1
 LO0684  NAD 83(1986)-  40 45 38.37471(N)    111 51 55.19310(W) AD(       ) 1
 LO0684  NAD 27      -  40 45 38.56707(N)    111 51 52.42724(W) AD(       ) 1
 LO0684  NGVD 29 (??/??/92) 1330.134  (m)         4363.95   (f) ADJ UNCH    2 0
 LO0684
 LO0684.Superseded values are not recommended for survey control.
 LO0684
 LO0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0684.See file dsdata.pdf to determine how the superseded data were derived.
 LO0684
 LO0684_MARKER: Z = SEE DESCRIPTION
 LO0684_SETTING: 0 = UNSPECIFIED SETTING
 LO0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0684
 LO0684  HISTORY     - Date     Condition        Report By
 LO0684  HISTORY     - 1963     MONUMENTED       CGS
 LO0684
 LO0684                          STATION DESCRIPTION
 LO0684
 LO0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LFW)
 LO0684'STATION IS LOCATED IN SALT LAKE CITY AT THE INTERSECTION
 LO0684'OF FOURTH STREET, SOUTH AND NINTH STREET, EAST.  STATION IS
 LO0684'MARKED BY A CROSS IN THE TOP OF A BRASS CAP, SET ABOUT 13 INCHES
 LO0684'BELOW THE SURFACE OF THE STREET, BENEATH A MANHOLE COVER,
 LO0684'8 INCHES IN DIAMETER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0713 ***********************************************************************
 LO0713  DESIGNATION -  FRANCIS
 LO0713  PID         -  LO0713
 LO0713  STATE/COUNTY-  UT/WASATCH
 LO0713  COUNTRY     -  US
 LO0713  USGS QUAD   -  FRANCIS (2017)
 LO0713
 LO0713                         *CURRENT SURVEY CONTROL
 LO0713  ______________________________________________________________________
 LO0713* NAD 83(1994) POSITION- 40 32 20.15278(N) 111 16 19.13823(W)   ADJUSTED
 LO0713* NAVD 88 ORTHO HEIGHT -  2400.3   (meters)     7875.    (feet) VERTCON3
 LO0713  ______________________________________________________________________
 LO0713  GEOID HEIGHT    -        -15.051 (meters)                     GEOID18
 LO0713  LAPLACE CORR    -         12.72  (seconds)                    DEFLEC18
 LO0713  HORZ ORDER      -  SECOND
 LO0713
 LO0713.The horizontal coordinates were established by classical geodetic methods
 LO0713.and adjusted by the National Geodetic Survey in November 1997.
 LO0713
 LO0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0713
 LO0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0713.GEOID18 height accuracy estimate available here.
 LO0713
 LO0713.Click photographs - Photos may exist for this station.
 LO0713
 LO0713.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0713
 LO0713. The following values were computed from the NAD 83(1994) position.
 LO0713
 LO0713;                    North         East     Units Scale Factor Converg.
 LO0713;SPC UT C     - 2,244,894.684   519,316.809   MT  0.99997426   +0 08 45.8
 LO0713;SPC UT C     - 7,365,125.31  1,703,791.90   sFT  0.99997426   +0 08 45.8
 LO0713;UTM  12      - 4,487,611.650   476,967.159   MT  0.99960653   -0 10 36.4
 LO0713
 LO0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0713!SPC UT C     -   0.99962596  x   0.99997426  =   0.99960023
 LO0713!UTM  12      -   0.99962596  x   0.99960653  =   0.99923264
 LO0713
 LO0713:                Primary Azimuth Mark                     Grid Az
 LO0713:SPC UT C     -  WOODLAND                                 143 49 41.7
 LO0713:UTM  12      -  WOODLAND                                 144 09 03.9
 LO0713
 LO0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK7696787611(NAD 83)
 LO0713
 LO0713|---------------------------------------------------------------------|
 LO0713| PID    Reference Object                     Distance      Geod. Az  |
 LO0713|                                                           dddmmss.s |
 LO0713| CM5599 FRANCIS RM 1                          7.440 METERS 06313     |
 LO0713| LO0740 WOODLAND                            APPROX. 5.4 KM 1435827.5 |
 LO0713| CM5600 FRANCIS RM 2                         15.725 METERS 32927     |
 LO0713|---------------------------------------------------------------------|
 LO0713
 LO0713                          SUPERSEDED SURVEY CONTROL
 LO0713
 LO0713  NAD 83(1993)-  40 32 20.15232(N)    111 16 19.13712(W) AD(       ) 2
 LO0713  NAD 83(1986)-  40 32 20.13951(N)    111 16 19.12792(W) AD(       ) 2
 LO0713  NAD 27      -  40 32 20.29700(N)    111 16 16.50400(W) AD(       ) 2
 LO0713  NGVD 29 (07/19/86) 2399.0    (m)         7871.     (f) VERT ANG       
 LO0713
 LO0713.Superseded values are not recommended for survey control.
 LO0713
 LO0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0713.See file dsdata.pdf to determine how the superseded data were derived.
 LO0713
 LO0713_MARKER: DS = TRIANGULATION STATION DISK
 LO0713_SETTING: 80 = SET IN A BOULDER
 LO0713_STAMPING: FRANCIS 1937
 LO0713_MARK LOGO: CGS
 LO0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0713+STABILITY: SURFACE MOTION
 LO0713
 LO0713  HISTORY     - Date     Condition        Report By
 LO0713  HISTORY     - 1937     MONUMENTED       CGS
 LO0713  HISTORY     - 1950     GOOD             USGS
 LO0713  HISTORY     - 1965     GOOD             USGS
 LO0713
 LO0713                          STATION DESCRIPTION
 LO0713
 LO0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LO0713'STATION IS ABOUT 8 MILES ENE OF HEBER AND 7 MILES S OF KAMAS
 LO0713'ON DIVIDE BETWEEN PROVO RIVER AND LAKE CREEK.
 LO0713'
 LO0713'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 LO0713'BOULDERS AS DESCRIBED.
 LO0713'
 LO0713'REACHED FROM HEBER BY GOING E ON LAKE CREEK ROAD AND CENTER
 LO0713'STREET FROM COURTHOUSE 4.3 MILES TO A FORK AT BARN AND SILO ON
 LO0713'RIGHT.  TAKE LEFT FORK 0.6 MILE TO A ROAD LEADING LEFT JUST AFTER
 LO0713'PASSING YELLOW HOUSE ON LEFT.  TURN LEFT, N, AND GO 0.25 MILE TO
 LO0713'FORK AT END OF LANE.  TAKE RIGHT FORK WHICH HAS SEVERAL HIGH
 LO0713'ROCKS AND ROUGH PLACES, AND CROSS BACK AND FORTH ACROSS A SMALL
 LO0713'STREAM A NUMBER OF TIMES, GO 4.05 MILES TO FORK.  TAKE MIDDLE
 LO0713'FORK 1.8 MILES TO STATION ON R.
 LO0713'
 LO0713'WOODLAND IS USED AS AZIMUTH MARK.
 LO0713'
 LO0713'HEIGHT OF LIGHT ABOVE STATION MARK - 0.3 METER.
 LO0713
 LO0713                          STATION RECOVERY (1950)
 LO0713
 LO0713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 LO0713'RECOVERED.
 LO0713
 LO0713                          STATION RECOVERY (1965)
 LO0713
 LO0713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LO0713'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0701 ***********************************************************************
 MR0701  DESIGNATION -  FRANCIS
 MR0701  PID         -  MR0701
 MR0701  STATE/COUNTY-  UT/MORGAN
 MR0701  COUNTRY     -  US
 MR0701  USGS QUAD   -  PETERSON (2017)
 MR0701
 MR0701                         *CURRENT SURVEY CONTROL
 MR0701  ______________________________________________________________________
 MR0701* NAD 83(1994) POSITION- 41 04 55.09590(N) 111 51 05.67452(W)   ADJUSTED
 MR0701* NAVD 88 ORTHO HEIGHT -  2959.72  (+/-2cm)     9710.3   (feet) VERTCON3
 MR0701  ______________________________________________________________________
 MR0701  GEOID HEIGHT    -        -16.128 (meters)                     GEOID18
 MR0701  LAPLACE CORR    -          8.00  (seconds)                    DEFLEC18
 MR0701  HORZ ORDER      -  FIRST
 MR0701  VERT ORDER      -  THIRD ? (See Below)
 MR0701
 MR0701.The horizontal coordinates were established by classical geodetic methods
 MR0701.and adjusted by the National Geodetic Survey in November 1997.
 MR0701
 MR0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0701
 MR0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0701.GEOID18 height accuracy estimate available here.
 MR0701
 MR0701.The vertical order pertains to the NGVD 29 superseded value.
 MR0701
 MR0701.Click photographs - Photos may exist for this station.
 MR0701
 MR0701.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0701
 MR0701. The following values were computed from the NAD 83(1994) position.
 MR0701
 MR0701;                    North         East     Units Scale Factor Converg.
 MR0701;SPC UT N     - 1,083,195.391   470,457.972   MT  0.99996116   -0 13 54.5
 MR0701;SPC UT N     - 3,553,783.55  1,543,494.20   sFT  0.99996116   -0 13 54.5
 MR0701;UTM  12      - 4,548,206.024   428,469.571   MT  0.99966297   -0 33 34.7
 MR0701
 MR0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0701!SPC UT N     -   0.99953849  x   0.99996116  =   0.99949966
 MR0701!UTM  12      -   0.99953849  x   0.99966297  =   0.99920161
 MR0701
 MR0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2846948206(NAD 83)
 MR0701
 MR0701                          SUPERSEDED SURVEY CONTROL
 MR0701
 MR0701  NAD 83(1993)-  41 04 55.09561(N)    111 51 05.67386(W) AD(       ) 1
 MR0701  NAD 83(1986)-  41 04 55.08497(N)    111 51 05.66380(W) AD(       ) 1
 MR0701  NAD 27      -  41 04 55.28969(N)    111 51 02.88282(W) AD(       ) 1
 MR0701  NGVD 29            2958.46   (m)         9706.2    (f) LEVELING    3  
 MR0701
 MR0701.Superseded values are not recommended for survey control.
 MR0701
 MR0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0701.See file dsdata.pdf to determine how the superseded data were derived.
 MR0701
 MR0701_MARKER: DB = BENCH MARK DISK
 MR0701_SETTING: 80 = SET IN A BOULDER
 MR0701_STAMPING: FRANCIS 1954
 MR0701_MARK LOGO: USGS
 MR0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0701+STABILITY: SURFACE MOTION
 MR0701
 MR0701  HISTORY     - Date     Condition        Report By
 MR0701  HISTORY     - 1954     MONUMENTED       USGS
 MR0701  HISTORY     - 1974     GOOD             NGS
 MR0701  HISTORY     - 20190822 POOR             GEOCAC
 MR0701
 MR0701                          STATION DESCRIPTION
 MR0701
 MR0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MR0701'LOCATED ABOUT 7.0 MI. NE OF FARMINGTON AND 9.0 MI. NW OF
 MR0701'MORGAN.  ON A PEAK ABOUT 3 MI. N. OF FRANCIS PEAK.
 MR0701'
 MR0701'TO REACH FROM INTERSECTION OF 500 N. AND 100 E. STS. OF
 MR0701'FARMINGTON.  DRIVE NE FOR 8.5 MI. UP FARMINGTON CANYON TO A RANGER
 MR0701'STATION AND Y-RD.  TURN LEFT (S.) 1.5 MI. TO Y-RD.  TURN LEFT (N.)
 MR0701'7.4 MI. TO END OF RD. AND END OF TRUCK TRAVEL.  PACK N. ALONG
 MR0701'TRAIL AND RIDGES PASSING 3 PEAKS.  TWO OF WHICH ARE A LITTLE LOWER
 MR0701'AND ONE THAT IS EVEN LOWER THAN STATION PEAK.  STATION IS ON
 MR0701'4TH AND HIGHEST PEAK OF RANGE AND IS ON NW END OF ITS PEAK 8.9
 MR0701'FT. E. OF A LARGE CAIRN.
 MR0701'
 MR0701'STATION MARK--STANDARD TABLET STAMPED FRANCIS 1954 CEMENTED IN
 MR0701'BOULDER.
 MR0701'
 MR0701'REFERENCE MARK NO. 1--COPPER NAIL WITH WASHER CEMENTED IN
 MR0701'BOULDER.  20.45 FT. FROM STATION MARK N 73 DEG 10 MIN W.
 MR0701'
 MR0701'REFERENCE MARK NO. 2--COPPER NAIL WITH WASHER CEMENTED IN
 MR0701'BOULDER.  15.94 FT. FROM STATION MARK S 30 DEG 53 MIN E.
 MR0701'
 MR0701'NOTE--CAIRN IS 8.96 FT. FROM STATION AND 3.3 FT. HIGHER THAN
 MR0701'STATION MARK S 57 DEG 12 MIN W.
 MR0701
 MR0701                          STATION RECOVERY (2019)
 MR0701
 MR0701'RECOVERY NOTE BY GEOCACHING 2019 (DG)
 MR0701'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0700 ***********************************************************************
 MR0700  DESIGNATION -  FRANCIS PEAK ANG RADAR DOME
 MR0700  PID         -  MR0700
 MR0700  STATE/COUNTY-  UT/MORGAN
 MR0700  COUNTRY     -  US
 MR0700  USGS QUAD   -  PETERSON (2017)
 MR0700
 MR0700                         *CURRENT SURVEY CONTROL
 MR0700  ______________________________________________________________________
 MR0700* NAD 83(1994) POSITION- 41 01 56.89637(N) 111 50 19.14849(W)   ADJUSTED
 MR0700  ______________________________________________________________________
 MR0700  GEOID HEIGHT    -        -16.114 (meters)                     GEOID18
 MR0700  LAPLACE CORR    -         13.66  (seconds)                    DEFLEC18
 MR0700  HORZ ORDER      -  THIRD
 MR0700
 MR0700.The horizontal coordinates were established by classical geodetic methods
 MR0700.and adjusted by the National Geodetic Survey in November 1997.
 MR0700
 MR0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0700.GEOID18 height accuracy estimate available here.
 MR0700
 MR0700.Click photographs - Photos may exist for this station.
 MR0700
 MR0700.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0700
 MR0700. The following values were computed from the NAD 83(1994) position.
 MR0700
 MR0700;                    North         East     Units Scale Factor Converg.
 MR0700;SPC UT N     - 1,077,694.117   471,522.505   MT  0.99996406   -0 13 23.9
 MR0700;SPC UT N     - 3,535,734.78  1,546,986.75   sFT  0.99996406   -0 13 23.9
 MR0700;UTM  12      - 4,542,700.409   429,502.326   MT  0.99966117   -0 33 02.1
 MR0700
 MR0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2950242700(NAD 83)
 MR0700
 MR0700                          SUPERSEDED SURVEY CONTROL
 MR0700
 MR0700  NAD 83(1993)-  41 01 56.89565(N)    111 50 19.15056(W) AD(       ) 3
 MR0700  NAD 83(1986)-  41 01 56.88429(N)    111 50 19.14430(W) AD(       ) 3
 MR0700  NAD 27      -  41 01 57.08461(N)    111 50 16.36757(W) AD(       ) 3
 MR0700
 MR0700.Superseded values are not recommended for survey control.
 MR0700
 MR0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0700.See file dsdata.pdf to determine how the superseded data were derived.
 MR0700
 MR0700_MARKER: 26 = SPHERICAL RADOME
 MR0700
 MR0700  HISTORY     - Date     Condition        Report By
 MR0700  HISTORY     - 1974     FIRST OBSERVED   NGS
 MR0700  HISTORY     - 20201007 GOOD             INDIV
 MR0700
 MR0700                          STATION DESCRIPTION
 MR0700
 MR0700'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0699 ***********************************************************************
 MR0699  DESIGNATION -  FRANCIS PK FAA RADAR DOME
 MR0699  PID         -  MR0699
 MR0699  STATE/COUNTY-  UT/MORGAN
 MR0699  COUNTRY     -  US
 MR0699  USGS QUAD   -  PETERSON (2017)
 MR0699
 MR0699                         *CURRENT SURVEY CONTROL
 MR0699  ______________________________________________________________________
 MR0699* NAD 83(1994) POSITION- 41 01 58.55147(N) 111 50 18.48845(W)   ADJUSTED
 MR0699  ______________________________________________________________________
 MR0699  GEOID HEIGHT    -        -16.113 (meters)                     GEOID18
 MR0699  LAPLACE CORR    -         13.17  (seconds)                    DEFLEC18
 MR0699  HORZ ORDER      -  THIRD
 MR0699
 MR0699.The horizontal coordinates were established by classical geodetic methods
 MR0699.and adjusted by the National Geodetic Survey in November 1997.
 MR0699
 MR0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0699.GEOID18 height accuracy estimate available here.
 MR0699
 MR0699.Click photographs - Photos may exist for this station.
 MR0699
 MR0699.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0699
 MR0699. The following values were computed from the NAD 83(1994) position.
 MR0699
 MR0699;                    North         East     Units Scale Factor Converg.
 MR0699;SPC UT N     - 1,077,745.112   471,538.121   MT  0.99996403   -0 13 23.4
 MR0699;SPC UT N     - 3,535,902.09  1,547,037.99   sFT  0.99996403   -0 13 23.4
 MR0699;UTM  12      - 4,542,751.299   429,518.228   MT  0.99966114   -0 33 01.7
 MR0699
 MR0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2951842751(NAD 83)
 MR0699
 MR0699                          SUPERSEDED SURVEY CONTROL
 MR0699
 MR0699  NAD 83(1993)-  41 01 58.55076(N)    111 50 18.49029(W) AD(       ) 3
 MR0699  NAD 83(1986)-  41 01 58.53936(N)    111 50 18.48366(W) AD(       ) 3
 MR0699  NAD 27      -  41 01 58.73935(N)    111 50 15.71134(W) AD(       ) 3
 MR0699
 MR0699.Superseded values are not recommended for survey control.
 MR0699
 MR0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0699.See file dsdata.pdf to determine how the superseded data were derived.
 MR0699
 MR0699_MARKER: 26 = SPHERICAL RADOME
 MR0699
 MR0699  HISTORY     - Date     Condition        Report By
 MR0699  HISTORY     - 1963     FIRST OBSERVED   CGS
 MR0699  HISTORY     - 1973     GOOD             NGS
 MR0699  HISTORY     - 1978     GOOD             NGS
 MR0699  HISTORY     - 20201007 GOOD             INDIV
 MR0699
 MR0699                          STATION DESCRIPTION
 MR0699
 MR0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MR0699'STATION IS THE CENTER OF THE F.A.A. RADAR DOME, WHICH IS THE
 MR0699'NORTH ONE OF TWO RADAR DOMES, THE SOUTH RADAR DOME IS OWNED
 MR0699'BY THE U.S. AIR FORCE.  IT IS LOCATED ON FRANCIS PEAK, AIRLINE,
 MR0699'ABOUT 4-1/2 MILES NORTHEAST OF FARMINGTON AND IN THE WASATCH
 MR0699'NATIONAL FOREST.
 MR0699'
 MR0699'BOTH DOMES ARE 55 FEET IN DIAMETER, SUPPORTED BY 39 FOOT TOWERS
 MR0699'AND ARE 89 FEET IN HEIGHT OVERALL.  THEY ARE WHITE IN COLOR.
 MR0699
 MR0699                          STATION RECOVERY (1973)
 MR0699
 MR0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MR0699'THE FRANCIS PK FAA RADAR DOME 1963, WAS VISITED AND RECOVERED
 MR0699'AS DESCRIBED IN 1963.
 MR0699
 MR0699                          STATION RECOVERY (1978)
 MR0699
 MR0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 MR0699'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 MR0699'
 MR0699'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MR0699'4.5 MILES NORTHEAST OF FARMINGTON.
 MR0699
 MR0699                          STATION RECOVERY (2020)
 MR0699
 MR0699'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (JEC)
 MR0699'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0371 ***********************************************************************
 JN0371  DESIGNATION -  FREMONT
 JN0371  PID         -  JN0371
 JN0371  STATE/COUNTY-  UT/WAYNE
 JN0371  COUNTRY     -  US
 JN0371  USGS QUAD   -  ABES KNOLL (2017)
 JN0371
 JN0371                         *CURRENT SURVEY CONTROL
 JN0371  ______________________________________________________________________
 JN0371* NAD 83(1994) POSITION- 38 28 55.62627(N) 111 45 36.42560(W)   ADJUSTED
 JN0371* NAVD 88 ORTHO HEIGHT -  2778.5   (meters)     9116.    (feet) VERTCON3
 JN0371  ______________________________________________________________________
 JN0371  GEOID HEIGHT    -        -17.626 (meters)                     GEOID18
 JN0371  LAPLACE CORR    -          6.99  (seconds)                    DEFLEC18
 JN0371  HORZ ORDER      -  THIRD
 JN0371
 JN0371.The horizontal coordinates were established by classical geodetic methods
 JN0371.and adjusted by the National Geodetic Survey in November 1997.
 JN0371
 JN0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0371
 JN0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0371.GEOID18 height accuracy estimate available here.
 JN0371
 JN0371.Click photographs - Photos may exist for this station.
 JN0371
 JN0371.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0371
 JN0371. The following values were computed from the NAD 83(1994) position.
 JN0371
 JN0371;                    North         East     Units Scale Factor Converg.
 JN0371;SPC UT S     - 3,201,525.664   477,303.011   MT  1.00002544   -0 09 33.7
 JN0371;SPC UT S     -10,503,672.12  1,565,951.63   sFT  1.00002544   -0 09 33.7
 JN0371;UTM  12      - 4,259,582.926   433,702.481   MT  0.99965413   -0 28 22.9
 JN0371
 JN0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0371!SPC UT S     -   0.99956699  x   1.00002544  =   0.99959242
 JN0371!UTM  12      -   0.99956699  x   0.99965413  =   0.99922127
 JN0371
 JN0371:                Primary Azimuth Mark                     Grid Az
 JN0371:SPC UT S     -  ANTELOPE                                 218 12 38.1
 JN0371:UTM  12      -  ANTELOPE                                 218 31 27.3
 JN0371
 JN0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH3370259582(NAD 83)
 JN0371
 JN0371|---------------------------------------------------------------------|
 JN0371| PID    Reference Object                     Distance      Geod. Az  |
 JN0371|                                                           dddmmss.s |
 JN0371| CM5604 FREMONT RM 1                          9.120 METERS 07607     |
 JN0371| CM5605 FREMONT RM 2                          6.088 METERS 16926     |
 JN0371| JN0373 ANTELOPE                            APPROX.15.2 KM 2180304.4 |
 JN0371|---------------------------------------------------------------------|
 JN0371
 JN0371                          SUPERSEDED SURVEY CONTROL
 JN0371
 JN0371  NAD 83(1986)-  38 28 55.62131(N)    111 45 36.42411(W) AD(       ) 3
 JN0371  NAD 27      -  38 28 55.70039(N)    111 45 33.74968(W) AD(       ) 3
 JN0371  NGVD 29 (07/19/86) 2777.0    (m)         9111.     (f) VERT ANG       
 JN0371
 JN0371.Superseded values are not recommended for survey control.
 JN0371
 JN0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0371.See file dsdata.pdf to determine how the superseded data were derived.
 JN0371
 JN0371_MARKER: DD = SURVEY DISK
 JN0371_SETTING: 80 = SET IN A BOULDER
 JN0371_STAMPING: FREMONT 1968
 JN0371_MARK LOGO: USGS
 JN0371_PROJECTION: PROJECTING 12 CENTIMETERS
 JN0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0371+STABILITY: SURFACE MOTION
 JN0371
 JN0371  HISTORY     - Date     Condition        Report By
 JN0371  HISTORY     - 1968     MONUMENTED       USGS
 JN0371  HISTORY     - 1969     GOOD             USGS
 JN0371  HISTORY     - 20040723 GOOD             INDIV
 JN0371
 JN0371                          STATION DESCRIPTION
 JN0371
 JN0371'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (ELS)
 JN0371'LOCATED ABOUT 8 MI. (AIRLINE) WNW. OF FREMONT.  ABOUT 5 MI. SW. OF
 JN0371'FISH LAKE RANGER STATION.  AT THE HIGHEST POINT OF A PARTIALLY
 JN0371'TIMBERED HILL.
 JN0371'
 JN0371'TO REACH FROM THE POST OFFICE IN LOA, UTAH, DRIVE N. THEN W. ALONG
 JN0371'UTAH STATE HIGHWAY NO. 24 FOR 7.65 MI. TO CROSSROADS.  TURN RIGHT
 JN0371'AND FOLLOW MAIN-TRAVELED GRADED RD. FOR 3.85 MI. TO Y-RD. FORK
 JN0371'ON RIGHT.  TAKE RIGHT FORK PASSING UNDER POWERLINE FOR 0.25
 JN0371'MI. TO RD. FORK LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.7 MI. TO
 JN0371'DIM RD. FORK IN DRAIN JUST N. OF FENCE.  KEEP RIGHT FORK PASSING
 JN0371'THROUGH GATE IN FENCE AND GO 0.6 MI. TO Y-RD. FORK.  TAKE RIGHT
 JN0371'FORK FOR 0.25 MI. TO RD. FORK AND MAIN-TRAVELED RD.  TURN
 JN0371'RIGHT ON MAIN RD. FOR 0.3 MI. TO FENCE AND GATE.  PASS THROUGH
 JN0371'GATE AND TURN SHARP RIGHT ONTO TRACK RD. LEADING SW. FOR
 JN0371'0.35 MI. TO Y-RD. FORK.  CONTINUE STRAIGHT AHEAD FOR 0.4 MI.
 JN0371'TO T-RD. FORK ON LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.2 MI.
 JN0371'TO DIM RD. FORK IN SADDLE.  TAKE RIGHT FORK PASSING S. OF
 JN0371'POND FOR 0.15 MI. TO NARROW GATE IN FENCE.  (A 4-WHEEL DRIVE
 JN0371'REQUIRED BEYOND THIS POINT).  PASS THROUGH NARROW GATE TURN
 JN0371'RIGHT AND FOLLOW TRAIL LEADING NORTHWESTERLY FOR 0.15 MI. TO
 JN0371'N. POINT OF TREES AND END OF TRUCK TRAVEL.  PACK WESTERLY
 JN0371'UPHILL TO TOP AND STATION.  ABOUT A 10-MINUTE PACK.
 JN0371'
 JN0371'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED FREMONT 1968
 JN0371'CEMENTED IN TOP OF A NATURALLY EMBEDDED BOULDER PROJECTING ABOUT
 JN0371'0.4 FT. ABOVE AVERAGE GROUND.
 JN0371'
 JN0371'REFERENCE MARK NO. 1--A STANDARD BRONZE TABLET STAMPED NO 1 1968
 JN0371'CEMENTED IN A LARGE NATURALLY EMBEDDED BOULDER.
 JN0371'
 JN0371'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET STAMPED NO 2
 JN0371'1968 CEMENTED IN A LARGE NATURALLY EMBEDDED BOULDER.
 JN0371
 JN0371                          STATION RECOVERY (1969)
 JN0371
 JN0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JT)
 JN0371'FOUND AS DESCRIBED BY USGS, 1968.
 JN0371'
 JN0371'ALL MARKS IN GOOD CONDITION.
 JN0371
 JN0371                          STATION RECOVERY (2004)
 JN0371
 JN0371'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HDM)
 JN0371'RECOVERED STATION MARK AND BOTH RMS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0717 ***********************************************************************
 MS0717  DESIGNATION -  FREMONT ISLAND CAIRN
 MS0717  PID         -  MS0717
 MS0717  STATE/COUNTY-  UT/WEBER
 MS0717  COUNTRY     -  US
 MS0717  USGS QUAD   -  FREMONT ISLAND (2017)
 MS0717
 MS0717                         *CURRENT SURVEY CONTROL
 MS0717  ______________________________________________________________________
 MS0717* NAD 83(1994) POSITION- 41 10 26.82220(N) 112 20 35.78088(W)   ADJUSTED
 MS0717* NAVD 88 ORTHO HEIGHT -  1523.    (meters)     4997.    (feet) SCALED
 MS0717  ______________________________________________________________________
 MS0717  GEOID HEIGHT    -        -16.837 (meters)                     GEOID18
 MS0717  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 MS0717  HORZ ORDER      -  THIRD
 MS0717
 MS0717.The horizontal coordinates were established by classical geodetic methods
 MS0717.and adjusted by the National Geodetic Survey in November 1997.
 MS0717
 MS0717.The orthometric height was scaled from a topographic map.
 MS0717
 MS0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0717.GEOID18 height accuracy estimate available here.
 MS0717
 MS0717.Click photographs - Photos may exist for this station.
 MS0717
 MS0717.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0717
 MS0717. The following values were computed from the NAD 83(1994) position.
 MS0717
 MS0717;                    North         East     Units Scale Factor Converg.
 MS0717;SPC UT N     - 1,093,711.965   429,242.254   MT  0.99995773   -0 33 21.7
 MS0717;SPC UT N     - 3,588,286.67  1,408,272.29   sFT  0.99995773   -0 33 21.7
 MS0717;UTM  12      - 4,558,955.661   387,325.151   MT  0.99975625   -0 53 04.0
 MS0717
 MS0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0717!SPC UT N     -   0.99976382  x   0.99995773  =   0.99972156
 MS0717!UTM  12      -   0.99976382  x   0.99975625  =   0.99952013
 MS0717
 MS0717:                Primary Azimuth Mark                     Grid Az
 MS0717:SPC UT N     -  PROMONTORY                               335 32 50.3
 MS0717:UTM  12      -  PROMONTORY                               335 52 32.6
 MS0717
 MS0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL8732558955(NAD 83)
 MS0717
 MS0717|---------------------------------------------------------------------|
 MS0717| PID    Reference Object                     Distance      Geod. Az  |
 MS0717|                                                           dddmmss.s |
 MS0717| MS0723 PROMONTORY                          APPROX.15.2 KM 3345928.6 |
 MS0717|---------------------------------------------------------------------|
 MS0717
 MS0717                          SUPERSEDED SURVEY CONTROL
 MS0717
 MS0717  NAD 83(1993)-  41 10 26.82077(N)    112 20 35.78131(W) AD(       ) 3
 MS0717  NAD 83(1986)-  41 10 26.81147(N)    112 20 35.77140(W) AD(       ) 3
 MS0717  NAD 27      -  41 10 27.05000(N)    112 20 32.90200(W) AD(       ) 3
 MS0717  USSD        -  41 10 27.92200(N)    112 20 33.50300(W) AD(       ) 3
 MS0717
 MS0717.Superseded values are not recommended for survey control.
 MS0717
 MS0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0717.See file dsdata.pdf to determine how the superseded data were derived.
 MS0717
 MS0717_MARKER: 72 = CAIRN
 MS0717
 MS0717  HISTORY     - Date     Condition        Report By
 MS0717  HISTORY     - 1888     FIRST OBSERVED   CGS
 MS0717
 MS0717                          STATION DESCRIPTION
 MS0717
 MS0717'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0547 ***********************************************************************
 JO0547  DESIGNATION -  FRISCO 2
 JO0547  PID         -  JO0547
 JO0547  STATE/COUNTY-  UT/BEAVER
 JO0547  COUNTRY     -  US
 JO0547  USGS QUAD   -  FRISCO PEAK (2017)
 JO0547
 JO0547                         *CURRENT SURVEY CONTROL
 JO0547  ______________________________________________________________________
 JO0547* NAD 83(1994) POSITION- 38 31 13.56006(N) 113 17 15.40431(W)   ADJUSTED
 JO0547* NAVD 88 ORTHO HEIGHT -  2945.30  (+/-2cm)     9663.0   (feet) VERTCON3
 JO0547  ______________________________________________________________________
 JO0547  GEOID HEIGHT    -        -20.672 (meters)                     GEOID18
 JO0547  LAPLACE CORR    -         13.69  (seconds)                    DEFLEC18
 JO0547  HORZ ORDER      -  SECOND
 JO0547  VERT ORDER      -  THIRD ? (See Below)
 JO0547
 JO0547.The horizontal coordinates were established by classical geodetic methods
 JO0547.and adjusted by the National Geodetic Survey in November 1997.
 JO0547
 JO0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0547
 JO0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0547.GEOID18 height accuracy estimate available here.
 JO0547
 JO0547.The vertical order pertains to the NGVD 29 superseded value.
 JO0547
 JO0547.Click photographs - Photos may exist for this station.
 JO0547
 JO0547.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0547
 JO0547. The following values were computed from the NAD 83(1994) position.
 JO0547
 JO0547;                    North         East     Units Scale Factor Converg.
 JO0547;SPC UT S     - 3,207,237.428   344,109.920   MT  1.00003382   -1 05 42.9
 JO0547;SPC UT S     -10,522,411.46  1,128,967.30   sFT  1.00003382   -1 05 42.9
 JO0547;UTM  12      - 4,266,040.995   300,569.433   MT  1.00008982   -1 25 30.6
 JO0547
 JO0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0547!SPC UT S     -   0.99954132  x   1.00003382  =   0.99957513
 JO0547!UTM  12      -   0.99954132  x   1.00008982  =   0.99963110
 JO0547
 JO0547:                Primary Azimuth Mark                     Grid Az
 JO0547:SPC UT S     -  BLUE PEAK                                194 31 01.9
 JO0547:UTM  12      -  BLUE PEAK                                194 50 49.6
 JO0547
 JO0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH0056966040(NAD 83)
 JO0547
 JO0547|---------------------------------------------------------------------|
 JO0547| PID    Reference Object                     Distance      Geod. Az  |
 JO0547|                                                           dddmmss.s |
 JO0547| CM5607 FRISCO 2 RM 2                        10.067 METERS 11047     |
 JO0547| JO0546 FRISCO RESET                         28.546 METERS 11456     |
 JO0547| JO0572 BLUE PEAK                           APPROX.39.3 KM 1932519.0 |
 JO0547| CM5606 FRISCO 2 RM 1                         8.990 METERS 25730     |
 JO0547|---------------------------------------------------------------------|
 JO0547
 JO0547                          SUPERSEDED SURVEY CONTROL
 JO0547
 JO0547  NAD 83(1986)-  38 31 13.55539(N)    113 17 15.40183(W) AD(       ) 2
 JO0547  NAD 27      -  38 31 13.70254(N)    113 17 12.52792(W) AD(       ) 2
 JO0547  NGVD 29            2944.00   (m)         9658.8    (f) LEVELING    3  
 JO0547
 JO0547.Superseded values are not recommended for survey control.
 JO0547
 JO0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0547.See file dsdata.pdf to determine how the superseded data were derived.
 JO0547
 JO0547_MARKER: DD = SURVEY DISK
 JO0547_SETTING: 80 = SET IN A BOULDER
 JO0547_STAMPING: ISCO 2 1971
 JO0547_MARK LOGO: USGS
 JO0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0547+STABILITY: SURFACE MOTION
 JO0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0547+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 JO0547
 JO0547  HISTORY     - Date     Condition        Report By
 JO0547  HISTORY     - 1971     MONUMENTED       USGS
 JO0547  HISTORY     - 20080514 GOOD             INDIV
 JO0547
 JO0547                          STATION DESCRIPTION
 JO0547
 JO0547'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0547'RM 1 - RM 2 NOT MEASURED
 JO0547'
 JO0547'LOCATED ABOUT 18.0 MI NW. OF MILFORD.  5.0 MI N. OF STATE HIGHWAY
 JO0547'21.  4.0 MI N. OF OLD TOWN OF FRISCO.  ABOUT 4.0 MI NE. OF OLD
 JO0547'TOWN OF NEWHOUSE.  ON HIGHEST POINT OF SAN FRANCISCO MOUNTAINS.
 JO0547'
 JO0547'TO REACH FROM MILFORD POST OFFICE, DRIVE W. ON STATE HIGHWAY 21
 JO0547'FOR 13.0 MI TO INTERSECTION OF ABANDONED RR. GRADE.  TURN RIGHT
 JO0547'OFF HWY. ON WEST SIDE OF RR. ENBANKMENT AND GO 2.2 MI TO
 JO0547'CARBONATE MILL.  DRIVE ON LEFT (S.) SIDE OF MILL AND TAKE LEFT
 JO0547'FORK UP DRAW 0.5 MI TO FORKS.  CONTINUE UP DRAW (LEFT FORK)
 JO0547'CROSSING SADDLE ON NORTH SIDE AT 1.0 MI.  CONTINUE ON RD. N.
 JO0547'AND W. TO TOP OF HILL AND STATION.
 JO0547'
 JO0547'NOTE--A NEW MICRO-WAVE STATION HAS BEEN BUILT ON THE TOP.  THE
 JO0547'OLD USGS STATION WAS LEFT BUT IS IN A LOOSE ROCK AND WAS NOT
 JO0547'USED.  A NEW STATION WAS SET AND THE OLD THIRD ORDER STATION WAS
 JO0547'TIED TO THIS MARK.
 JO0547'
 JO0547'STATION MARK--A STANDARD USGS STATION MARK STAMPED FRISCO 2 1971
 JO0547'SET IN ROCK FLUSH WITH THE GROUND.
 JO0547'
 JO0547'REFERENCE MARK NO. 1--STANDARD USGS TABLET STAMPED FRISCO 2 RM NO
 JO0547'1 1971 SET IN A ROCK OUTCROP, ABOUT 3.0 FT BELOW STATION MARK.
 JO0547'
 JO0547'REFERENCE MARK NO. 2--STANDARD USGS TABLET STAMPED FRISCO 2 RM NO
 JO0547'2 1971 SET IN A CONC. PORCH ON THE SOUTH CORNER, ABOUT 1.0 FT ABOVE
 JO0547'STATION MARK.
 JO0547'
 JO0547'FRISCO USGS--STANDARD USGS TABLET STAMPED FRISCO 1940 1957 SET IN
 JO0547'LOOSE ROCK.
 JO0547
 JO0547                          STATION RECOVERY (2008)
 JO0547
 JO0547'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (DBG)
 JO0547'MARK IS IN THE CENTER OF A 3 WAY ACCESS ROAD INTERSECTION AT THE
 JO0547'HIGHEST POINT OF PEAK.  THIS PEAK HAS NUMEROUS COMMUNICATION BUILDINGS
 JO0547'AND TOWERS.  MARK HAS BEEN SLIGTLY SCRAPPED, BUT TEXT IS STILL
 JO0547'LEDGIBLE. MARK LOCATION IS IN A PRETTY GOOD GPS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0546 ***********************************************************************
 JO0546  DESIGNATION -  FRISCO RESET
 JO0546  PID         -  JO0546
 JO0546  STATE/COUNTY-  UT/BEAVER
 JO0546  COUNTRY     -  US
 JO0546  USGS QUAD   -  FRISCO PEAK (2017)
 JO0546
 JO0546                         *CURRENT SURVEY CONTROL
 JO0546  ______________________________________________________________________
 JO0546* NAD 83(1994) POSITION- 38 31 13.16984(N) 113 17 14.33570(W)   ADJUSTED
 JO0546* NAVD 88 ORTHO HEIGHT -  2945.70  (+/-2cm)     9664.4   (feet) VERTCON3
 JO0546  ______________________________________________________________________
 JO0546  GEOID HEIGHT    -        -20.671 (meters)                     GEOID18
 JO0546  LAPLACE CORR    -         13.14  (seconds)                    DEFLEC18
 JO0546  HORZ ORDER      -  SECOND
 JO0546  VERT ORDER      -  THIRD ? (See Below)
 JO0546
 JO0546.The horizontal coordinates were established by classical geodetic methods
 JO0546.and adjusted by the National Geodetic Survey in November 1997.
 JO0546
 JO0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0546
 JO0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0546.GEOID18 height accuracy estimate available here.
 JO0546
 JO0546.The vertical order pertains to the NGVD 29 superseded value.
 JO0546
 JO0546.Click photographs - Photos may exist for this station.
 JO0546
 JO0546.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0546
 JO0546. The following values were computed from the NAD 83(1994) position.
 JO0546
 JO0546;                    North         East     Units Scale Factor Converg.
 JO0546;SPC UT S     - 3,207,224.903   344,135.572   MT  1.00003379   -1 05 42.2
 JO0546;SPC UT S     -10,522,370.37  1,129,051.46   sFT  1.00003379   -1 05 42.2
 JO0546;UTM  12      - 4,266,028.321   300,595.014   MT  1.00008969   -1 25 30.0
 JO0546
 JO0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0546!SPC UT S     -   0.99954126  x   1.00003379  =   0.99957503
 JO0546!UTM  12      -   0.99954126  x   1.00008969  =   0.99963091
 JO0546
 JO0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH0059566028(NAD 83)
 JO0546
 JO0546                          SUPERSEDED SURVEY CONTROL
 JO0546
 JO0546  NAD 83(1986)-  38 31 13.16517(N)    113 17 14.33323(W) AD(       ) 2
 JO0546  NAD 27      -  38 31 13.31231(N)    113 17 11.45934(W) AD(       ) 2
 JO0546  NGVD 29            2944.40   (m)         9660.1    (f) LEVELING    3  
 JO0546
 JO0546.Superseded values are not recommended for survey control.
 JO0546
 JO0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0546.See file dsdata.pdf to determine how the superseded data were derived.
 JO0546
 JO0546_MARKER: DD = SURVEY DISK
 JO0546_SETTING: 66 = SET IN ROCK OUTCROP
 JO0546_MARK LOGO: USGS
 JO0546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0546+STABILITY: POSITION/ELEVATION WELL
 JO0546
 JO0546  HISTORY     - Date     Condition        Report By
 JO0546  HISTORY     - 1971     MONUMENTED       USGS
 JO0546
 JO0546                          STATION DESCRIPTION
 JO0546
 JO0546'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0546'LOCATED ABOUT 18.0 MI. NW. OF MILFORD AND 5.0 MI. N. OF STATE
 JO0546'HIGHWAY 21, 4.0 MI. N. OF OLD TOWN OF FRISCO AND 4.0 MI. NE. OF
 JO0546'OLD TOWN OF NEWHOUSE, ON HIGHEST POINT OF QUARTZITE HILL.  (HIGHEST
 JO0546'POINT OF SAN FRANCISCO MTS.)
 JO0546'
 JO0546'TO REACH FROM MILFORD POST OFFICE, DRIVE W. ON STATE HIGHWAY 21
 JO0546'FOR 13.0 MI. TO INTERSECTION OF ABANDONED RR. GRADE.  TURN RIGHT
 JO0546'OFF HWY. ON W. SIDE OF RR. EMBANKMENT AND GO 2.2 MI. TO CARBONATE
 JO0546'MILL.  DRIVE ON LEFT (S.) SIDE OF MILL AND TAKE LEFT FORK UP DRAW
 JO0546'0.5 MI. TO FORKS.  CONTINUE UP DRAW (LEFT FORK) CROSSING SADDLE
 JO0546'ON N. SIDE AT 1.0 MI.  CONTINUE ON POOR RD. N. AND W. FOR 1.7
 JO0546'MI. TO END IN MOREHOUSE CANYON.  PACK N. UP STEEP SIDE TO
 JO0546'RIDGE THENCE W. UP RIDGE TO MAIN RIDGE.  THENCE N. ALONG RIDGE
 JO0546'ABOUT 600 FT. TO HIGHEST POINT AND STATION.  ABOUT 2-HR.
 JO0546'PACK.
 JO0546'
 JO0546'NOTE--THE STATION MARK WAS FOUND LOOSE IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1094 ***********************************************************************
 LO1094  DESIGNATION -  FRUITLAND
 LO1094  PID         -  LO1094
 LO1094  STATE/COUNTY-  UT/DUCHESNE
 LO1094  COUNTRY     -  US
 LO1094  USGS QUAD   -  FRUITLAND (2017)
 LO1094
 LO1094                         *CURRENT SURVEY CONTROL
 LO1094  ______________________________________________________________________
 LO1094* NAD 83(1994) POSITION- 40 12 33.81482(N) 110 49 30.86157(W)   ADJUSTED
 LO1094* NAVD 88 ORTHO HEIGHT -  2034.7   (meters)     6676.    (feet) VERTCON3
 LO1094  ______________________________________________________________________
 LO1094  GEOID HEIGHT    -        -16.045 (meters)                     GEOID18
 LO1094  LAPLACE CORR    -         -4.63  (seconds)                    DEFLEC18
 LO1094  HORZ ORDER      -  SECOND
 LO1094
 LO1094.The horizontal coordinates were established by classical geodetic methods
 LO1094.and adjusted by the National Geodetic Survey in November 1997.
 LO1094
 LO1094.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1094
 LO1094.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1094.GEOID18 height accuracy estimate available here.
 LO1094
 LO1094.Click photographs - Photos may exist for this station.
 LO1094
 LO1094.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1094
 LO1094. The following values were computed from the NAD 83(1994) position.
 LO1094
 LO1094;                    North         East     Units Scale Factor Converg.
 LO1094;SPC UT C     - 2,208,496.217   557,438.896   MT  0.99992013   +0 25 56.1
 LO1094;SPC UT C     - 7,245,708.01  1,828,864.11   sFT  0.99992013   +0 25 56.1
 LO1094;UTM  12      - 4,451,012.858   514,871.857   MT  0.99960272   +0 06 46.2
 LO1094
 LO1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1094!SPC UT C     -   0.99968342  x   0.99992013  =   0.99960357
 LO1094!UTM  12      -   0.99968342  x   0.99960272  =   0.99928626
 LO1094
 LO1094:                Primary Azimuth Mark                     Grid Az
 LO1094:SPC UT C     -  FRUITLAND AZ MK                          288 50 44.5
 LO1094:UTM  12      -  FRUITLAND AZ MK                          289 09 54.4
 LO1094
 LO1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK1487151012(NAD 83)
 LO1094
 LO1094|---------------------------------------------------------------------|
 LO1094| PID    Reference Object                     Distance      Geod. Az  |
 LO1094|                                                           dddmmss.s |
 LO1094| CP5394 FRUITLAND RM 2                       11.745 METERS 02014     |
 LO1094| LO0076 P 53                                102.837 METERS 26150     |
 LO1094| CP5393 FRUITLAND RM 1                       12.138 METERS 26727     |
 LO1094| CP5392 FRUITLAND AZ MK                                    2891640.6 |
 LO1094|---------------------------------------------------------------------|
 LO1094
 LO1094                          SUPERSEDED SURVEY CONTROL
 LO1094
 LO1094  NAD 83(1993)-  40 12 33.81468(N)    110 49 30.86024(W) AD(       ) 2
 LO1094  NAD 83(1986)-  40 12 33.79986(N)    110 49 30.85359(W) AD(       ) 2
 LO1094  NAD 27      -  40 12 33.96600(N)    110 49 28.27600(W) AD(       ) 2
 LO1094  NGVD 29 (07/19/86) 2033.4    (m)         6671.     (f) VERT ANG       
 LO1094
 LO1094.Superseded values are not recommended for survey control.
 LO1094
 LO1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1094.See file dsdata.pdf to determine how the superseded data were derived.
 LO1094
 LO1094_MARKER: DS = TRIANGULATION STATION DISK
 LO1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO1094_STAMPING: FRUITLAND 1946
 LO1094_MARK LOGO: CGS
 LO1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1094+STABILITY: SURFACE MOTION
 LO1094
 LO1094  HISTORY     - Date     Condition        Report By
 LO1094  HISTORY     - 1946     MONUMENTED       CGS
 LO1094  HISTORY     - 1959     GOOD             USGS
 LO1094
 LO1094                          STATION DESCRIPTION
 LO1094
 LO1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1094'THE STATION IS LOCATED ABOUT 0.8 MILE EAST OF FRUITLAND AND
 LO1094'100 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 40 ON A SMALL,
 LO1094'SAGEBRUSH COVERED RIDGE.  THE STATION MARK IS A BRONZE DISK,
 LO1094'PROJECTS 4 INCHES AND IS STAMPED, FRUITLAND 1946.
 LO1094'
 LO1094'REFERENCE MARK NO. 1 IS A BRONZE DISK SET FLUSH 2 FEET LOWER
 LO1094'THAN THE STATION MARK AND IS STAMPED, FRUITLAND NO 1 1946.
 LO1094'
 LO1094'REFERENCE MARK NO. 2 IS A BRONZE DISK, PROJECTS 4 INCHES, IS
 LO1094'SAME ELEVATION AS STATION MARK AND IS STAMPED, FRUITLAND NO
 LO1094'2 1946.
 LO1094'
 LO1094'THE AZIMUTH MARK IS A BRONZE DISK SET IN THE NORTH HEADWALL OF
 LO1094'A CULVERT ALONG U.S. HIGHWAY 40.  IT IS STAMPED, FRUITLAND
 LO1094'1946.
 LO1094'
 LO1094'A STATE HIGHWAY MARK IS SET ATOP AN IRON PIPE, WHICH PROJECTS
 LO1094'16 INCHES, IS 45 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 LO1094'40.  IT IS STAMPED, P 53 1934.
 LO1094'
 LO1094'TO REACH THE STATION FROM FRUITLAND.  GO EASTERLY ON U.S.
 LO1094'HIGHWAY 40, 0.25 MILE TO A CULVERT AND AZIMUTH MARK ON LEFT.
 LO1094'CONTINUE 0.55 MILE TO TOP OF RIDGE AND STATION ON LEFT.  A
 LO1094'DRIVE STATION.
 LO1094
 LO1094                          STATION RECOVERY (1959)
 LO1094
 LO1094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LO1094'RECOVERED.
 LO1094'
 LO1094'STATION MARK--BRONZE DISK, STAMPED ---FRUITLAND 1946---, PROJECTING
 LO1094'4 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0834 ***********************************************************************
 HN0834  DESIGNATION -  FRY CANYON AIRSTRIP WINDSOCK
 HN0834  PID         -  HN0834
 HN0834  STATE/COUNTY-  UT/SAN JUAN
 HN0834  COUNTRY     -  US
 HN0834  USGS QUAD   -  JACOBS CHAIR (2017)
 HN0834
 HN0834                         *CURRENT SURVEY CONTROL
 HN0834  ______________________________________________________________________
 HN0834* NAD 83(1994) POSITION- 37 38 54.76687(N) 110 10 03.99459(W)   ADJUSTED
 HN0834  ______________________________________________________________________
 HN0834  GEOID HEIGHT    -        -20.378 (meters)                     GEOID18
 HN0834  LAPLACE CORR    -          2.13  (seconds)                    DEFLEC18
 HN0834  HORZ ORDER      -  THIRD
 HN0834
 HN0834.The horizontal coordinates were established by classical geodetic methods
 HN0834.and adjusted by the National Geodetic Survey in November 1997.
 HN0834
 HN0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0834.GEOID18 height accuracy estimate available here.
 HN0834
 HN0834.Click photographs - Photos may exist for this station.
 HN0834
 HN0834.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0834
 HN0834. The following values were computed from the NAD 83(1994) position.
 HN0834
 HN0834;                    North         East     Units Scale Factor Converg.
 HN0834;SPC UT S     - 3,109,809.470   617,559.337   MT  0.99995408   +0 48 58.5
 HN0834;SPC UT S     -10,202,766.57  2,026,109.26   sFT  0.99995408   +0 48 58.5
 HN0834;UTM  12      - 4,167,147.361   573,415.009   MT  0.99966639   +0 30 30.1
 HN0834
 HN0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG7341567147(NAD 83)
 HN0834
 HN0834                          SUPERSEDED SURVEY CONTROL
 HN0834
 HN0834  NAD 83(1986)-  37 38 54.75985(N)    110 10 03.99353(W) AD(       ) 3
 HN0834  NAD 27      -  37 38 54.79168(N)    110 10 01.51731(W) AD(       ) 3
 HN0834
 HN0834.Superseded values are not recommended for survey control.
 HN0834
 HN0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0834.See file dsdata.pdf to determine how the superseded data were derived.
 HN0834
 HN0834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0834+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2003
 HN0834
 HN0834  HISTORY     - Date     Condition        Report By
 HN0834  HISTORY     - 1963     FIRST OBSERVED   CGS
 HN0834  HISTORY     - 20030127 GOOD             NGS
 HN0834
 HN0834                          STATION DESCRIPTION
 HN0834
 HN0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0834'TO REACH THE STATION FROM THE POST OFFICE AND STORE AT FRY
 HN0834'CANYON, GO NORTHWEST ON UTAH STATE HIGHWAY 95 FOR 0.2 MILES
 HN0834'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTHWESTERLY ON
 HN0834'UTAH STATE HIGHWAY 95 FOR .95 MILES TO THE FRY CANYON AIRSTRIP
 HN0834'AND STATION ON THE RIGHT AS DESCRIBED BELOW.
 HN0834'
 HN0834'STATION, BENCH MARK P 115, S 133 FT SOUTHWEST OF THE CENTER OF A DIRT
 HN0834'LANDING STRIP, 117 FEET EAST-SOUTHEAST OF THE CENTER OF UTAH
 HN0834'STATE HIGHWAY 95, 40.0 FEET SOUTHWEST OF A WINDSOCK AND 2.3
 HN0834'FEET WEST OF A METAL WITNESS POST AND SIGN.
 HN0834
 HN0834                          STATION RECOVERY (2003)
 HN0834
 HN0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 HN0834'SEE 1993 DESCRIPTION FOR BM 'P 115', PID=HN0053.  STATION IS 0.1 MI
 HN0834'N60W ALONG ROAD FROM JUNCTION WITH SAN JUAN COUNTY ROAD 2141 AND 0.2
 HN0834'MI N60W ALONG RUNWAY FROM CROSSING OF CR 2141.  THERE IS NO SOCK ON
 HN0834'WINDSOCK.   WITNESS POST IS MISSING SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0359 ***********************************************************************
 MR0359  DESIGNATION -  G
 MR0359  PID         -  MR0359
 MR0359  STATE/COUNTY-  UT/MORGAN
 MR0359  COUNTRY     -  US
 MR0359  USGS QUAD   -  MORGAN (2017)
 MR0359
 MR0359                         *CURRENT SURVEY CONTROL
 MR0359  ______________________________________________________________________
 MR0359* NAD 83(1986) POSITION- 41 03 17.6    (N) 111 41 38.0    (W)   HD_HELD2
 MR0359* NAVD 88 ORTHO HEIGHT -  1536.533 (meters)     5041.11  (feet) ADJUSTED
 MR0359  ______________________________________________________________________
 MR0359  GEOID HEIGHT    -        -16.196 (meters)                     GEOID18
 MR0359  DYNAMIC HEIGHT  -       1535.247 (meters)     5036.89  (feet) COMP
 MR0359  MODELED GRAVITY -    979,734.0   (mgal)                       NAVD 88
 MR0359
 MR0359  VERT ORDER      -  FIRST     CLASS II
 MR0359
 MR0359.The horizontal coordinates were established by autonomous hand held GPS
 MR0359.observations and have an estimated accuracy of +/- 10 meters.
 MR0359
 MR0359.The orthometric height was determined by differential leveling and
 MR0359.adjusted by the NATIONAL GEODETIC SURVEY
 MR0359.in June 1991.
 MR0359
 MR0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0359.GEOID18 height accuracy estimate available here.
 MR0359
 MR0359.Click photographs - Photos may exist for this station.
 MR0359
 MR0359.The dynamic height is computed by dividing the NAVD 88
 MR0359.geopotential number by the normal gravity value computed on the
 MR0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0359.degrees latitude (g = 980.6199 gals.).
 MR0359
 MR0359.The modeled gravity was interpolated from observed gravity values.
 MR0359
 MR0359;                    North         East    Units  Estimated Accuracy
 MR0359;SPC UT N     - 1,080,146.      483,701.      MT  (+/- 10 meters HH2 GPS)
 MR0359
 MR0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL4169145082(NAD 83)
 MR0359
 MR0359                          SUPERSEDED SURVEY CONTROL
 MR0359
 MR0359  NGVD 29 (??/??/92) 1535.335  (m)         5037.18   (f) ADJ UNCH    1 2
 MR0359
 MR0359.Superseded values are not recommended for survey control.
 MR0359
 MR0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0359.See file dsdata.pdf to determine how the superseded data were derived.
 MR0359
 MR0359_MARKER: Q = CHISELED SQUARE
 MR0359_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MR0359_SP_SET: STONE HEADWALL
 MR0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0359+STABILITY: SURFACE MOTION
 MR0359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0359+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2010
 MR0359
 MR0359  HISTORY     - Date     Condition        Report By
 MR0359  HISTORY     - 1903     MONUMENTED       CGS
 MR0359  HISTORY     - 19030527 GOOD             CGS
 MR0359  HISTORY     - 1958     GOOD             CGS
 MR0359  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0359  HISTORY     - 20101211 GOOD             GEOCAC
 MR0359
 MR0359                          STATION DESCRIPTION
 MR0359
 MR0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (RLL)
 MR0359'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTHEAST OF PETERSON,
 MR0359'5.1 MI (8.3 KM) NORTH OF PORTERVILLE AND 1.6 MI (2.6 KM) NORTHWEST OF
 MR0359'MORGAN.
 MR0359
 MR0359                          STATION RECOVERY (1958)
 MR0359
 MR0359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 MR0359'1.5 MI NW FROM MORGAN.
 MR0359'ABOUT 1.5 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0359'STATION AT MORGAN, 18 1/2 TELEPHONE POLES WEST OF MILE POST 969, THE
 MR0359'BOTTOM OF A SQUARE HOLE IN THE TOP OF THE SOUTHWEST CORNER OF THE
 MR0359'SOUTH STONE HEADWALL OF A CULVERT, 13 1/2 RAILS WEST OF A PRIVATE ROAD
 MR0359'CROSSING, 10 RAILS WEST OF SEMAPHORE NUMBER 969.4, 13 FEET SOUTH OF
 MR0359'THE NEAR RAIL, AND ABOUT 4 FEET BELOW THE TRACK.
 MR0359
 MR0359                          STATION RECOVERY (1983)
 MR0359
 MR0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0359'MARK NOT FOUND.
 MR0359
 MR0359                          STATION RECOVERY (2010)
 MR0359
 MR0359'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 MR0359'MARK BEARS 304 DEGREES 1.43 MILES FROM E 135 AT THE MORGAN RR STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0214 ***********************************************************************
 MS0214  DESIGNATION -  G 10
 MS0214  PID         -  MS0214
 MS0214  STATE/COUNTY-  UT/BOX ELDER
 MS0214  COUNTRY     -  US
 MS0214  USGS QUAD   -  MONUMENT POINT (2017)
 MS0214
 MS0214                         *CURRENT SURVEY CONTROL
 MS0214  ______________________________________________________________________
 MS0214* NAD 83(1986) POSITION- 41 42 13.     (N) 112 50 57.     (W)   SCALED
 MS0214* NAVD 88 ORTHO HEIGHT -  1288.907 (meters)     4228.69  (feet) ADJUSTED
 MS0214  ______________________________________________________________________
 MS0214  GEOID HEIGHT    -        -15.699 (meters)                     GEOID18
 MS0214  DYNAMIC HEIGHT  -       1288.066 (meters)     4225.93  (feet) COMP
 MS0214  MODELED GRAVITY -    979,925.4   (mgal)                       NAVD 88
 MS0214
 MS0214  VERT ORDER      -  FIRST     CLASS II
 MS0214
 MS0214.The horizontal coordinates were scaled from a map and have
 MS0214.an estimated accuracy of +/- 6 seconds.
 MS0214
 MS0214.The orthometric height was determined by differential leveling and
 MS0214.adjusted by the NATIONAL GEODETIC SURVEY
 MS0214.in June 1991.
 MS0214
 MS0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0214.GEOID18 height accuracy estimate available here.
 MS0214
 MS0214.Click photographs - Photos may exist for this station.
 MS0214
 MS0214.The dynamic height is computed by dividing the NAVD 88
 MS0214.geopotential number by the normal gravity value computed on the
 MS0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0214.degrees latitude (g = 980.6199 gals.).
 MS0214
 MS0214.The modeled gravity was interpolated from observed gravity values.
 MS0214
 MS0214;                    North         East    Units  Estimated Accuracy
 MS0214;SPC UT N     - 1,153,050.      387,710.      MT  (+/- 180 meters Scaled)
 MS0214
 MS0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM461185(NAD 83)
 MS0214
 MS0214                          SUPERSEDED SURVEY CONTROL
 MS0214
 MS0214  NGVD 29 (??/??/92) 1287.920  (m)         4225.45   (f) ADJ UNCH    1 2
 MS0214
 MS0214.Superseded values are not recommended for survey control.
 MS0214
 MS0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0214.See file dsdata.pdf to determine how the superseded data were derived.
 MS0214
 MS0214_MARKER: V = STONE MONUMENT
 MS0214_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MS0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0214
 MS0214  HISTORY     - Date     Condition        Report By
 MS0214  HISTORY     - 1911     MONUMENTED       CGS
 MS0214  HISTORY     - 1953     GOOD             CGS
 MS0214  HISTORY     - 1984     GOOD             NGS
 MS0214
 MS0214                          STATION DESCRIPTION
 MS0214
 MS0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0214'5.3 MI SE FROM LOCOMOTIVE SPRINGS.
 MS0214'1.4 MILES NORTHEAST ALONG A DIRT ROAD FROM THE NORTHWEST SPRING OF
 MS0214'LOCOMOTIVE SPRINGS, THENCE 3.9 MILES SOUTHEAST ALONG A GRAVELED ROAD
 MS0214'ON THE ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED.  0.15 MILE
 MS0214'(6-1/3 POLES) EAST OF MILEPOLE 748, 0.15 MILE NORTH OF AN ABANDONED
 MS0214'SALT REFINERY ON THE NORTH SHORE OF GREAT SALT LAKE, 84 FEET NORTHWEST
 MS0214'OF THE CENTER OF THE Y JUNCTION OF A TRACK ROAD LEADING SOUTH, 36 1/2
 MS0214'FEET NORTH OF THE CENTER LINE OF THE ROAD, 42 FEET SOUTHEAST OF
 MS0214'TELEPHONE POLE 13B, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET
 MS0214'LOWER THAN THE ROAD, AND FLANKED BY THE CHISELED LETTERS USBM IN THE
 MS0214'TOP OF A SANDSTONE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 MS0214
 MS0214                          STATION RECOVERY (1984)
 MS0214
 MS0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0214'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.58 KM
 MS0214'(0.98 MI) NORTH ALONG A PAVED ROAD FROM THE GOLDEN SPIKE MONUMENT IN
 MS0214'PROMONTORY, THENCE 31.03 KM (19.28 MI) WEST ALONG A GRAVEL ROAD,
 MS0214'0.38 KM (0.23 MI) WEST OF THE T JUNCTION OF A TRACK ROAD LEADING
 MS0214'NORTH.  BENCH MARK IS THE BOTTOM OF A SQUARE HOLE IN TOP OF A
 MS0214'SANDSTONE POST PROJECTING 25 CENTIMETERS ABOVE THE SURFACE OF THE
 MS0214'GROUND WITH USBM CHISELED ON TOP, 58.8 METERS (193 FT) SOUTH OF THE
 MS0214'CENTER OF THE ROAD AND 11.3 METERS (37 FT) NORTH OF THE CENTER OF THE
 MS0214'OLD CENTRAL AND UNION PACIFIC RAILROAD BED.
 MS0214'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 MS0214'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0196 ***********************************************************************
 HM0196  DESIGNATION -  G 100
 HM0196  PID         -  HM0196
 HM0196  STATE/COUNTY-  UT/SAN JUAN
 HM0196  COUNTRY     -  US
 HM0196  USGS QUAD   -  BLANDING SOUTH (2017)
 HM0196
 HM0196                         *CURRENT SURVEY CONTROL
 HM0196  ______________________________________________________________________
 HM0196* NAD 83(1986) POSITION- 37 34 24.     (N) 109 29 12.     (W)   SCALED
 HM0196* NAVD 88 ORTHO HEIGHT -  1755.715 (meters)     5760.21  (feet) ADJUSTED
 HM0196  ______________________________________________________________________
 HM0196  GEOID HEIGHT    -        -20.110 (meters)                     GEOID18
 HM0196  DYNAMIC HEIGHT  -       1753.661 (meters)     5753.47  (feet) COMP
 HM0196  MODELED GRAVITY -    979,398.6   (mgal)                       NAVD 88
 HM0196
 HM0196  VERT ORDER      -  FIRST     CLASS II
 HM0196
 HM0196.The horizontal coordinates were scaled from a map and have
 HM0196.an estimated accuracy of +/- 6 seconds.
 HM0196
 HM0196.The orthometric height was determined by differential leveling and
 HM0196.adjusted by the NATIONAL GEODETIC SURVEY
 HM0196.in June 1991.
 HM0196
 HM0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0196.GEOID18 height accuracy estimate available here.
 HM0196
 HM0196.Click photographs - Photos may exist for this station.
 HM0196
 HM0196.The dynamic height is computed by dividing the NAVD 88
 HM0196.geopotential number by the normal gravity value computed on the
 HM0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0196.degrees latitude (g = 980.6199 gals.).
 HM0196
 HM0196.The modeled gravity was interpolated from observed gravity values.
 HM0196
 HM0196;                    North         East    Units  Estimated Accuracy
 HM0196;SPC UT S     - 3,102,540.      677,830.      MT  (+/- 180 meters Scaled)
 HM0196
 HM0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG336595(NAD 83)
 HM0196
 HM0196                          SUPERSEDED SURVEY CONTROL
 HM0196
 HM0196  NGVD 29 (??/??/92) 1754.655  (m)         5756.73   (f) ADJ UNCH    1 2
 HM0196
 HM0196.Superseded values are not recommended for survey control.
 HM0196
 HM0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0196.See file dsdata.pdf to determine how the superseded data were derived.
 HM0196
 HM0196_MARKER: DB = BENCH MARK DISK
 HM0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0196_STAMPING: G 100 1958
 HM0196_MARK LOGO: CGS
 HM0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0196+STABILITY: SURFACE MOTION
 HM0196
 HM0196  HISTORY     - Date     Condition        Report By
 HM0196  HISTORY     - 1958     MONUMENTED       CGS
 HM0196  HISTORY     - 1967     GOOD             CGS
 HM0196  HISTORY     - 1980     GOOD             USGS
 HM0196  HISTORY     - 1980     GOOD             USGS
 HM0196
 HM0196                          STATION DESCRIPTION
 HM0196
 HM0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HM0196'4.0 MI S FROM BLANDING.
 HM0196'4.0 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE INTERSECTION OF MAIN
 HM0196'AND CENTER STREETS AT BLANDING TO A Y INTERSECTION OF HIGHWAY NOS. 47
 HM0196'AND 95 ON THE OUTSIDE OF A CURVE.  400 FEET WEST OF THE CENTER LINE OF
 HM0196'THE Y JUNCTION.  100 FEET NORTH OF THE CENTER LINE OF HIGHWAY NO. 47.
 HM0196'48 FEET SOUTH OF THE CENTER LINE OF HIGHWAY NO. 95.  4 FEET SOUTHWEST
 HM0196'OF A TELEPHONE POLE.  3.5 FEET WEST OF A METAL WITNESS POST. A 12 INCH
 HM0196'CIRCULAR CONCRETE POST PROJECTING 0.5 FOOT ABOUT 1 FOOT BELOW HIGHWAY
 HM0196'ELEVATION.
 HM0196
 HM0196                          STATION RECOVERY (1980)
 HM0196
 HM0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0196'FROM THE POST OFFICE IN BLANDING, GO SOUTH ON STATE HIGHWAY 163 FOR
 HM0196'3.8 MILES, 0.5 MILES NE OF THE INTERSECTION OF STATE HIGHWAYS 163 AND
 HM0196'95, IN A CLEARED AREA JUST EAST OF A TRAILER HOUSE, 100 FEET NORTH OF
 HM0196'THE HIGHWAY CENTERLINE, 52 FEET SOUTH OF OLD HIGHWAY 95, 4 FEET
 HM0196'SOUTHEAST OF A TELEPHONE POSE, A 12 INCH CONCRETE POST PROJECTING 0.3
 HM0196'FEET.
 HM0196
 HM0196                          STATION RECOVERY (1980)
 HM0196
 HM0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0196'FROM THE POST OFFICE IN BLANDING, GO SOUTH ON STATE HIGHWAY 163 FOR
 HM0196'3.8 MILES, 0.5 MILES NE OF THE INTERSECTION OF STATE HIGHWAYS 163 AND
 HM0196'95, IN A CLEARED AREA JUST EAST OF A TRAILER HOUSE, 100 FEET NORTH OF
 HM0196'THE HIGHWAY CENTERLINE, 52 FEET SOUTH OF OLD HIGHWAY 95, 4 FEET
 HM0196'SOUTHEAST OF A TELEPHONE POSE, A 12 INCH CONCRETE POST PROJECTING 0.3
 HM0196'FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0102 ***********************************************************************
 LO0102  DESIGNATION -  G 101
 LO0102  PID         -  LO0102
 LO0102  STATE/COUNTY-  UT/DUCHESNE
 LO0102  COUNTRY     -  US
 LO0102  USGS QUAD   -  BLACKTAIL MOUNTAIN (2017)
 LO0102
 LO0102                         *CURRENT SURVEY CONTROL
 LO0102  ______________________________________________________________________
 LO0102* NAD 83(1986) POSITION- 40 17 45.     (N) 110 33 16.     (W)   SCALED
 LO0102* NAVD 88 ORTHO HEIGHT -  1877.947 (meters)     6161.23  (feet) ADJUSTED
 LO0102  ______________________________________________________________________
 LO0102  GEOID HEIGHT    -        -16.242 (meters)                     GEOID18
 LO0102  DYNAMIC HEIGHT  -       1876.080 (meters)     6155.11  (feet) COMP
 LO0102  MODELED GRAVITY -    979,565.4   (mgal)                       NAVD 88
 LO0102
 LO0102  VERT ORDER      -  SECOND    CLASS 0
 LO0102
 LO0102.The horizontal coordinates were scaled from a map and have
 LO0102.an estimated accuracy of +/- 6 seconds.
 LO0102
 LO0102.The orthometric height was determined by differential leveling and
 LO0102.adjusted by the NATIONAL GEODETIC SURVEY
 LO0102.in June 1991.
 LO0102
 LO0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0102.GEOID18 height accuracy estimate available here.
 LO0102
 LO0102.Click photographs - Photos may exist for this station.
 LO0102
 LO0102.The dynamic height is computed by dividing the NAVD 88
 LO0102.geopotential number by the normal gravity value computed on the
 LO0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0102.degrees latitude (g = 980.6199 gals.).
 LO0102
 LO0102.The modeled gravity was interpolated from observed gravity values.
 LO0102
 LO0102;                    North         East    Units  Estimated Accuracy
 LO0102;SPC UT C     - 2,218,300.      580,390.      MT  (+/- 180 meters Scaled)
 LO0102
 LO0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK378606(NAD 83)
 LO0102
 LO0102                          SUPERSEDED SURVEY CONTROL
 LO0102
 LO0102  NGVD 29 (??/??/92) 1876.599  (m)         6156.81   (f) ADJ UNCH    2 0
 LO0102
 LO0102.Superseded values are not recommended for survey control.
 LO0102
 LO0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0102.See file dsdata.pdf to determine how the superseded data were derived.
 LO0102
 LO0102_MARKER: DB = BENCH MARK DISK
 LO0102_SETTING: 66 = SET IN ROCK OUTCROP
 LO0102_STAMPING: G 101 1962
 LO0102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0102+STABILITY: POSITION/ELEVATION WELL
 LO0102
 LO0102  HISTORY     - Date     Condition        Report By
 LO0102  HISTORY     - 1962     MONUMENTED       CGS
 LO0102
 LO0102                          STATION DESCRIPTION
 LO0102
 LO0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0102'10.25 MI SE FROM TABIONA.
 LO0102'10.25 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0102'TABIONA, SET VERTICALLY IN A MASSIVE SANDSTONE OUTCROP, 137 FEET
 LO0102'EAST-SOUTHEAST OF THE CENTER OF A GATE, I0 FEET SOUTH OF THE CENTER
 LO0102'LINE OF THE HIGHWAY, 70 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM A
 LO0102'TELEPHONE POLE, ABOUT 4 1/2 FEET HIGHER THAN THE HIGHWAY, AND 1.5 FEET
 LO0102'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0228 ***********************************************************************
 LN0228  DESIGNATION -  G 103
 LN0228  PID         -  LN0228
 LN0228  STATE/COUNTY-  UT/DAGGETT
 LN0228  COUNTRY     -  US
 LN0228  USGS QUAD   -  CLAY BASIN (2017)
 LN0228
 LN0228                         *CURRENT SURVEY CONTROL
 LN0228  ______________________________________________________________________
 LN0228* NAD 83(1986) POSITION- 40 54 43.     (N) 109 08 47.     (W)   SCALED
 LN0228* NAVD 88 ORTHO HEIGHT -  1714.702 (meters)     5625.65  (feet) ADJUSTED
 LN0228  ______________________________________________________________________
 LN0228  GEOID HEIGHT    -        -14.156 (meters)                     GEOID18
 LN0228  DYNAMIC HEIGHT  -       1713.228 (meters)     5620.82  (feet) COMP
 LN0228  MODELED GRAVITY -    979,704.7   (mgal)                       NAVD 88
 LN0228
 LN0228  VERT ORDER      -  SECOND    CLASS 0
 LN0228
 LN0228.The horizontal coordinates were scaled from a map and have
 LN0228.an estimated accuracy of +/- 6 seconds.
 LN0228
 LN0228.The orthometric height was determined by differential leveling and
 LN0228.adjusted by the NATIONAL GEODETIC SURVEY
 LN0228.in June 1991.
 LN0228
 LN0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0228.GEOID18 height accuracy estimate available here.
 LN0228
 LN0228.Click photographs - Photos may exist for this station.
 LN0228
 LN0228.The dynamic height is computed by dividing the NAVD 88
 LN0228.geopotential number by the normal gravity value computed on the
 LN0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0228.degrees latitude (g = 980.6199 gals.).
 LN0228
 LN0228.The modeled gravity was interpolated from observed gravity values.
 LN0228
 LN0228;                    North         East    Units  Estimated Accuracy
 LN0228;SPC UT N     - 1,066,940.      698,260.      MT  (+/- 180 meters Scaled)
 LN0228
 LN0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL561306(NAD 83)
 LN0228
 LN0228                          SUPERSEDED SURVEY CONTROL
 LN0228
 LN0228  NGVD 29 (??/??/92) 1713.491  (m)         5621.68   (f) ADJ UNCH    2 0
 LN0228
 LN0228.Superseded values are not recommended for survey control.
 LN0228
 LN0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0228.See file dsdata.pdf to determine how the superseded data were derived.
 LN0228
 LN0228_MARKER: DB = BENCH MARK DISK
 LN0228_SETTING: 66 = SET IN ROCK OUTCROP
 LN0228_STAMPING: G 103 1962
 LN0228_MARK LOGO: CGS
 LN0228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0228+STABILITY: POSITION/ELEVATION WELL
 LN0228
 LN0228  HISTORY     - Date     Condition        Report By
 LN0228  HISTORY     - 1962     MONUMENTED       CGS
 LN0228
 LN0228                          STATION DESCRIPTION
 LN0228
 LN0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0228'34.55 MI E FROM LINWOOD.
 LN0228'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0228'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 29.55 MILES
 LN0228'EAST ALONG CLAY BASIN ROAD, SET VERTICALLY IN THE SOUTH FACE OF A 2
 LN0228'1/2- BY 5 1/2-FOOT BOULDER WHICH PROJECTS 1 1/2 FEET ABOVE THE GROUND,
 LN0228'43 FEET WEST OF THE CENTER LINE OF THE ROAD, 3.0 FEET EAST OF A
 LN0228'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND 0.8 FOOT ABOVE THE
 LN0228'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0069 ***********************************************************************
 LO0069  DESIGNATION -  G 104
 LO0069  PID         -  LO0069
 LO0069  STATE/COUNTY-  UT/DUCHESNE
 LO0069  COUNTRY     -  US
 LO0069  USGS QUAD   -  STRAWBERRY PINNACLES (2017)
 LO0069
 LO0069                         *CURRENT SURVEY CONTROL
 LO0069  ______________________________________________________________________
 LO0069* NAD 83(1986) POSITION- 40 11 41.     (N) 110 41 12.     (W)   SCALED
 LO0069* NAVD 88 ORTHO HEIGHT -  2067.381 (meters)     6782.73  (feet) ADJUSTED
 LO0069  ______________________________________________________________________
 LO0069  GEOID HEIGHT    -        -16.403 (meters)                     GEOID18
 LO0069  DYNAMIC HEIGHT  -       2065.243 (meters)     6775.72  (feet) COMP
 LO0069  MODELED GRAVITY -    979,518.0   (mgal)                       NAVD 88
 LO0069
 LO0069  VERT ORDER      -  SECOND    CLASS 0
 LO0069
 LO0069.The horizontal coordinates were scaled from a map and have
 LO0069.an estimated accuracy of +/- 6 seconds.
 LO0069
 LO0069.The orthometric height was determined by differential leveling and
 LO0069.adjusted by the NATIONAL GEODETIC SURVEY
 LO0069.in June 1991.
 LO0069
 LO0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0069.GEOID18 height accuracy estimate available here.
 LO0069
 LO0069.Click photographs - Photos may exist for this station.
 LO0069
 LO0069.The dynamic height is computed by dividing the NAVD 88
 LO0069.geopotential number by the normal gravity value computed on the
 LO0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0069.degrees latitude (g = 980.6199 gals.).
 LO0069
 LO0069.The modeled gravity was interpolated from observed gravity values.
 LO0069
 LO0069;                    North         East    Units  Estimated Accuracy
 LO0069;SPC UT C     - 2,206,970.      569,250.      MT  (+/- 180 meters Scaled)
 LO0069
 LO0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK266494(NAD 83)
 LO0069
 LO0069                          SUPERSEDED SURVEY CONTROL
 LO0069
 LO0069  NGVD 29 (??/??/92) 2065.982  (m)         6778.14   (f) ADJ UNCH    2 0
 LO0069
 LO0069.Superseded values are not recommended for survey control.
 LO0069
 LO0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0069.See file dsdata.pdf to determine how the superseded data were derived.
 LO0069
 LO0069_MARKER: DB = BENCH MARK DISK
 LO0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0069_SP_SET: CULVERT
 LO0069_STAMPING: G 104 1962
 LO0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0069
 LO0069  HISTORY     - Date     Condition        Report By
 LO0069  HISTORY     - 1962     MONUMENTED       CGS
 LO0069
 LO0069                          STATION DESCRIPTION
 LO0069
 LO0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0069'9.05 MI E FROM FRUITLAND.
 LO0069'9.05 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LO0069'FRUITLAND, 0.1 MILE WEST OF THE INTERSECTION OF A NORTH-SOUTH DIRT
 LO0069'ROAD, 183 FEET WEST-NORTHWEST OF THE WEST-NORTHWEST END OF THE
 LO0069'NORTH-NORTHEAST HEAD WALL OF A CONCRETE BOX CULVERT, IN THE TOP OF A
 LO0069'10 BY 22 FOOT SANDSTONE OUTCROP WHICH PROJECTS 2 1/2 FEET ABOVE THE
 LO0069'GROUND, 34 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 27
 LO0069'FEET EAST OF THE NORTH-NORTHEAST END OF A 24-INCH CORRUGATED METAL
 LO0069'PIPE CULVERT, 5.6 FEET NORTHEAST FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0282 ***********************************************************************
 LO0282  DESIGNATION -  G 105
 LO0282  PID         -  LO0282
 LO0282  STATE/COUNTY-  UT/SUMMIT
 LO0282  COUNTRY     -  US
 LO0282  USGS QUAD   -  WOODLAND (2017)
 LO0282
 LO0282                         *CURRENT SURVEY CONTROL
 LO0282  ______________________________________________________________________
 LO0282* NAD 83(1986) POSITION- 40 34 36.     (N) 111 12 47.     (W)   SCALED
 LO0282* NAVD 88 ORTHO HEIGHT -  2068.584 (meters)     6786.68  (feet) ADJUSTED
 LO0282  ______________________________________________________________________
 LO0282  GEOID HEIGHT    -        -14.765 (meters)                     GEOID18
 LO0282  DYNAMIC HEIGHT  -       2066.591 (meters)     6780.14  (feet) COMP
 LO0282  MODELED GRAVITY -    979,587.6   (mgal)                       NAVD 88
 LO0282
 LO0282  VERT ORDER      -  SECOND    CLASS 0
 LO0282
 LO0282.The horizontal coordinates were scaled from a map and have
 LO0282.an estimated accuracy of +/- 6 seconds.
 LO0282
 LO0282.The orthometric height was determined by differential leveling and
 LO0282.adjusted by the NATIONAL GEODETIC SURVEY
 LO0282.in June 1991.
 LO0282
 LO0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0282.GEOID18 height accuracy estimate available here.
 LO0282
 LO0282.Click photographs - Photos may exist for this station.
 LO0282
 LO0282.The dynamic height is computed by dividing the NAVD 88
 LO0282.geopotential number by the normal gravity value computed on the
 LO0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0282.degrees latitude (g = 980.6199 gals.).
 LO0282
 LO0282.The modeled gravity was interpolated from observed gravity values.
 LO0282
 LO0282;                    North         East    Units  Estimated Accuracy
 LO0282;SPC UT N     - 1,027,060.      524,300.      MT  (+/- 180 meters Scaled)
 LO0282
 LO0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK819917(NAD 83)
 LO0282
 LO0282                          SUPERSEDED SURVEY CONTROL
 LO0282
 LO0282  NGVD 29 (??/??/92) 2067.278  (m)         6782.39   (f) ADJ UNCH    2 0
 LO0282
 LO0282.Superseded values are not recommended for survey control.
 LO0282
 LO0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0282.See file dsdata.pdf to determine how the superseded data were derived.
 LO0282
 LO0282_MARKER: DB = BENCH MARK DISK
 LO0282_SETTING: 66 = SET IN ROCK OUTCROP
 LO0282_STAMPING: G 105 1962
 LO0282_MARK LOGO: CGS
 LO0282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0282+STABILITY: POSITION/ELEVATION WELL
 LO0282
 LO0282  HISTORY     - Date     Condition        Report By
 LO0282  HISTORY     - 1962     MONUMENTED       CGS
 LO0282
 LO0282                          STATION DESCRIPTION
 LO0282
 LO0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0282'5.0 MI SE FROM FRANCIS.
 LO0282'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0282'HIGHWAY 189 AT FRANCIS, SET VERTICALLY IN THE SOUTH FACE OF AN
 LO0282'OUTCROP, 18 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 62
 LO0282'FEET NORTH AND ACROSS THE HIGHWAY FROM THE CENTER OF A GATE, ABOUT 3
 LO0282'1/2 FEET HIGHER THAN THE HIGHWAY, AND 2 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0293 ***********************************************************************
 LO0293  DESIGNATION -  G 106
 LO0293  PID         -  LO0293
 LO0293  STATE/COUNTY-  UT/SUMMIT
 LO0293  COUNTRY     -  US
 LO0293  USGS QUAD   -  KAMAS (2017)
 LO0293
 LO0293                         *CURRENT SURVEY CONTROL
 LO0293  ______________________________________________________________________
 LO0293* NAD 83(1986) POSITION- 40 39 31.     (N) 111 16 50.     (W)   SCALED
 LO0293* NAVD 88 ORTHO HEIGHT -  1955.169 (meters)     6414.58  (feet) ADJUSTED
 LO0293  ______________________________________________________________________
 LO0293  GEOID HEIGHT    -        -15.091 (meters)                     GEOID18
 LO0293  DYNAMIC HEIGHT  -       1953.329 (meters)     6408.55  (feet) COMP
 LO0293  MODELED GRAVITY -    979,614.2   (mgal)                       NAVD 88
 LO0293
 LO0293  VERT ORDER      -  SECOND    CLASS 0
 LO0293
 LO0293.The horizontal coordinates were scaled from a map and have
 LO0293.an estimated accuracy of +/- 6 seconds.
 LO0293
 LO0293.The orthometric height was determined by differential leveling and
 LO0293.adjusted by the NATIONAL GEODETIC SURVEY
 LO0293.in June 1991.
 LO0293
 LO0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0293.GEOID18 height accuracy estimate available here.
 LO0293
 LO0293.Click photographs - Photos may exist for this station.
 LO0293
 LO0293.The dynamic height is computed by dividing the NAVD 88
 LO0293.geopotential number by the normal gravity value computed on the
 LO0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0293.degrees latitude (g = 980.6199 gals.).
 LO0293
 LO0293.The modeled gravity was interpolated from observed gravity values.
 LO0293
 LO0293;                    North         East    Units  Estimated Accuracy
 LO0293;SPC UT N     - 1,036,150.      518,560.      MT  (+/- 180 meters Scaled)
 LO0293
 LO0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL762008(NAD 83)
 LO0293
 LO0293                          SUPERSEDED SURVEY CONTROL
 LO0293
 LO0293  NGVD 29 (??/??/92) 1953.887  (m)         6410.38   (f) ADJ UNCH    2 0
 LO0293
 LO0293.Superseded values are not recommended for survey control.
 LO0293
 LO0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0293.See file dsdata.pdf to determine how the superseded data were derived.
 LO0293
 LO0293_MARKER: DB = BENCH MARK DISK
 LO0293_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0293_SP_SET: CULVERT HEADWALL
 LO0293_STAMPING: G 106 1962
 LO0293_MARK LOGO: CGS
 LO0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0293+STABILITY: SURFACE MOTION
 LO0293
 LO0293  HISTORY     - Date     Condition        Report By
 LO0293  HISTORY     - 1962     MONUMENTED       CGS
 LO0293
 LO0293                          STATION DESCRIPTION
 LO0293
 LO0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0293'1.05 MI N FROM KAMAS.
 LO0293'1.05 MILES NORTH ALONG U.S. HIGHWAY 189 FROM THE POST OFFICE AT KAMAS,
 LO0293'IN THE TOP OF THE NORTHWEST CORNER OF A CATTLEGUARD, 52 FEET EAST OF
 LO0293'THE CENTERLINE OF THE HIGHWAY, 8 FEET EAST OF THE CENTER OF THE NORTH
 LO0293'END OF A 36-INCH PIPE CULVERT, 52 FEET EAST OF THE CENTER LINE OF THE
 LO0293'HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0359 ***********************************************************************
 LO0359  DESIGNATION -  G 107
 LO0359  PID         -  LO0359
 LO0359  STATE/COUNTY-  UT/WASATCH
 LO0359  COUNTRY     -  US
 LO0359  USGS QUAD   -  FRANCIS (2017)
 LO0359
 LO0359                         *CURRENT SURVEY CONTROL
 LO0359  ______________________________________________________________________
 LO0359* NAD 83(1986) POSITION- 40 36 16.5    (N) 111 19 11.5    (W)   HD_HELD2
 LO0359* NAVD 88 ORTHO HEIGHT -  1911.140 (meters)     6270.13  (feet) ADJUSTED
 LO0359  ______________________________________________________________________
 LO0359  GEOID HEIGHT    -        -15.283 (meters)                     GEOID18
 LO0359  DYNAMIC HEIGHT  -       1909.344 (meters)     6264.24  (feet) COMP
 LO0359  MODELED GRAVITY -    979,617.1   (mgal)                       NAVD 88
 LO0359
 LO0359  VERT ORDER      -  SECOND    CLASS 0
 LO0359
 LO0359.The horizontal coordinates were established by autonomous hand held GPS
 LO0359.observations and have an estimated accuracy of +/- 10 meters.
 LO0359
 LO0359.The orthometric height was determined by differential leveling and
 LO0359.adjusted by the NATIONAL GEODETIC SURVEY
 LO0359.in June 1991.
 LO0359
 LO0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0359.GEOID18 height accuracy estimate available here.
 LO0359
 LO0359.Click photographs - Photos may exist for this station.
 LO0359
 LO0359.The dynamic height is computed by dividing the NAVD 88
 LO0359.geopotential number by the normal gravity value computed on the
 LO0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0359.degrees latitude (g = 980.6199 gals.).
 LO0359
 LO0359.The modeled gravity was interpolated from observed gravity values.
 LO0359
 LO0359;                    North         East    Units  Estimated Accuracy
 LO0359;SPC UT C     - 2,252,176.      515,246.      MT  (+/- 10 meters HH2 GPS)
 LO0359
 LO0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK7293994912(NAD 83)
 LO0359
 LO0359                          SUPERSEDED SURVEY CONTROL
 LO0359
 LO0359  NGVD 29 (??/??/92) 1909.875  (m)         6265.98   (f) ADJ UNCH    2 0
 LO0359
 LO0359.Superseded values are not recommended for survey control.
 LO0359
 LO0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0359.See file dsdata.pdf to determine how the superseded data were derived.
 LO0359
 LO0359_MARKER: DB = BENCH MARK DISK
 LO0359_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0359_SP_SET: CULVERT HEADWALL
 LO0359_STAMPING: G 107 1962
 LO0359_MARK LOGO: CGS
 LO0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0359+STABILITY: SURFACE MOTION
 LO0359
 LO0359  HISTORY     - Date     Condition        Report By
 LO0359  HISTORY     - 1962     MONUMENTED       CGS
 LO0359
 LO0359                          STATION DESCRIPTION
 LO0359
 LO0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0359'2.3 MI W FROM FRANCIS.
 LO0359'2.3 MILES WEST ALONG U.S. HIGHWAY 189 ALTERNATE FROM THE JUNCTION OF
 LO0359'STATE HIGHWAY 35 AT FRANCIS, AT HIGHWAY MILEAGE SIGN 5, IN THE TOP OF
 LO0359'THE EAST-NORTHEAST END OF THE SOUTH-SOUTHEAST HEAD WALL OF A CONCRETE
 LO0359'BOX CULVERT, 24 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE
 LO0359'HIGHWAY, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0001 ***********************************************************************
 JN0001  DESIGNATION -  G 11
 JN0001  PID         -  JN0001
 JN0001  STATE/COUNTY-  UT/EMERY
 JN0001  COUNTRY     -  US
 JN0001  USGS QUAD   -  GREEN RIVER (2017)
 JN0001
 JN0001                         *CURRENT SURVEY CONTROL
 JN0001  ______________________________________________________________________
 JN0001* NAD 83(1986) POSITION- 38 58 09.9    (N) 110 10 52.1    (W)   HD_HELD2
 JN0001* NAVD 88 ORTHO HEIGHT -  1281.372 (meters)     4203.97  (feet) ADJUSTED
 JN0001  ______________________________________________________________________
 JN0001  GEOID HEIGHT    -        -20.167 (meters)                     GEOID18
 JN0001  DYNAMIC HEIGHT  -       1280.128 (meters)     4199.89  (feet) COMP
 JN0001  MODELED GRAVITY -    979,613.4   (mgal)                       NAVD 88
 JN0001
 JN0001  VERT ORDER      -  FIRST     CLASS II
 JN0001
 JN0001.The horizontal coordinates were established by autonomous hand held GPS
 JN0001.observations and have an estimated accuracy of +/- 10 meters.
 JN0001
 JN0001.The orthometric height was determined by differential leveling and
 JN0001.adjusted by the NATIONAL GEODETIC SURVEY
 JN0001.in June 1991.
 JN0001
 JN0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0001.GEOID18 height accuracy estimate available here.
 JN0001
 JN0001.Click photographs - Photos may exist for this station.
 JN0001
 JN0001.The dynamic height is computed by dividing the NAVD 88
 JN0001.geopotential number by the normal gravity value computed on the
 JN0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0001.degrees latitude (g = 980.6199 gals.).
 JN0001
 JN0001.The modeled gravity was interpolated from observed gravity values.
 JN0001
 JN0001;                    North         East    Units  Estimated Accuracy
 JN0001;SPC UT C     - 2,071,462.      614,295.      MT  (+/- 10 meters HH2 GPS)
 JN0001
 JN0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ7093713701(NAD 83)
 JN0001
 JN0001                          SUPERSEDED SURVEY CONTROL
 JN0001
 JN0001  NGVD 29 (??/??/92) 1280.388  (m)         4200.74   (f) ADJ UNCH    1 2
 JN0001
 JN0001.Superseded values are not recommended for survey control.
 JN0001
 JN0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0001.See file dsdata.pdf to determine how the superseded data were derived.
 JN0001
 JN0001_MARKER: DB = BENCH MARK DISK
 JN0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0001_STAMPING: ELEV 4200.740 FT G 11 1921
 JN0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0001+STABILITY: SURFACE MOTION
 JN0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0001+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2009
 JN0001
 JN0001  HISTORY     - Date     Condition        Report By
 JN0001  HISTORY     - 1921     MONUMENTED       CGS
 JN0001  HISTORY     - 1934     GOOD             CGS
 JN0001  HISTORY     - 20091023 GOOD             GEOCAC
 JN0001
 JN0001                          STATION DESCRIPTION
 JN0001
 JN0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0001'1.75 MI SW FROM GREEN RIVER.
 JN0001'1-3/4 MILES SOUTHWEST OF THE SOUTH EDGE OF GREEN RIVER, EMERY COUNTY,
 JN0001'EAST OF A PROMINENT BLACK SHALE OUTCROP OF THE RIDGE TO THE WEST, 225
 JN0001'YARDS NORTHWEST OF THE HANKSVILLE ROAD, AND 18 FEET NORTHWEST OF THE
 JN0001'OLD ROAD.  A STANDARD DISK, STAMPED ELEV 4200.740 FT G 11 1921 AND SET
 JN0001'IN THE TOP OF A CONCRETE POST.
 JN0001
 JN0001                          STATION RECOVERY (2009)
 JN0001
 JN0001'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JN0001'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0024 ***********************************************************************
 JN0024  DESIGNATION -  G 111
 JN0024  PID         -  JN0024
 JN0024  STATE/COUNTY-  UT/WAYNE
 JN0024  COUNTRY     -  US
 JN0024  USGS QUAD   -  STEAMBOAT POINT (2017)
 JN0024
 JN0024                         *CURRENT SURVEY CONTROL
 JN0024  ______________________________________________________________________
 JN0024* NAD 83(1986) POSITION- 38 22 21.9    (N) 110 45 47.9    (W)   HD_HELD2
 JN0024* NAVD 88 ORTHO HEIGHT -  1325.943 (meters)     4350.20  (feet) ADJUSTED
 JN0024  ______________________________________________________________________
 JN0024  GEOID HEIGHT    -        -20.265 (meters)                     GEOID18
 JN0024  DYNAMIC HEIGHT  -       1324.591 (meters)     4345.76  (feet) COMP
 JN0024  MODELED GRAVITY -    979,564.1   (mgal)                       NAVD 88
 JN0024
 JN0024  VERT ORDER      -  FIRST     CLASS II
 JN0024
 JN0024.The horizontal coordinates were established by autonomous hand held GPS
 JN0024.observations and have an estimated accuracy of +/- 10 meters.
 JN0024
 JN0024.The orthometric height was determined by differential leveling and
 JN0024.adjusted by the NATIONAL GEODETIC SURVEY
 JN0024.in June 1991.
 JN0024
 JN0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0024.GEOID18 height accuracy estimate available here.
 JN0024
 JN0024.Click photographs - Photos may exist for this station.
 JN0024
 JN0024.The dynamic height is computed by dividing the NAVD 88
 JN0024.geopotential number by the normal gravity value computed on the
 JN0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0024.degrees latitude (g = 980.6199 gals.).
 JN0024
 JN0024.The modeled gravity was interpolated from observed gravity values.
 JN0024
 JN0024;                    North         East    Units  Estimated Accuracy
 JN0024;SPC UT S     - 3,189,607.      564,376.      MT  (+/- 10 meters HH2 GPS)
 JN0024
 JN0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH2067547200(NAD 83)
 JN0024
 JN0024                          SUPERSEDED SURVEY CONTROL
 JN0024
 JN0024  NGVD 29 (??/??/92) 1324.907  (m)         4346.80   (f) ADJ UNCH    1 2
 JN0024
 JN0024.Superseded values are not recommended for survey control.
 JN0024
 JN0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0024.See file dsdata.pdf to determine how the superseded data were derived.
 JN0024
 JN0024_MARKER: DB = BENCH MARK DISK
 JN0024_SETTING: 66 = SET IN ROCK OUTCROP
 JN0024_STAMPING: G 111 1958
 JN0024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0024+STABILITY: POSITION/ELEVATION WELL
 JN0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JN0024+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2009
 JN0024
 JN0024  HISTORY     - Date     Condition        Report By
 JN0024  HISTORY     - 1958     MONUMENTED       CGS
 JN0024  HISTORY     - 20091228 GOOD             GEOCAC
 JN0024
 JN0024                          STATION DESCRIPTION
 JN0024
 JN0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0024'3.6 MI W FROM HANKSVILLE.
 JN0024'3.6 MILES WEST ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0024'HANKSVILLE, ON THE EAST SIDE OF A CANYON, ON THE WEST SIDE OF A
 JN0024'MASSIVE SANDSTONE OUTCROP, IN TOP OF A 6-BY 7-FOOT SANDSTONE OUTCROP
 JN0024'WHICH PROJECTS 5 FEET ABOVE THE GROUND, 20 1/2 FEET EAST OF THE CENTER
 JN0024'LINE OF THE HIGHWAY, AND 7 FEET HIGHER THAN THE HIGHWAY.
 JN0024
 JN0024                          STATION RECOVERY (2009)
 JN0024
 JN0024'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JN0024'STATION IS ABOUT 250 FEET NORTH ALONG THE OLD ROADWAY FROM THE CURRENT
 JN0024'CENTER LINE OF UTAH 24.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0107 ***********************************************************************
 JN0107  DESIGNATION -  G 112
 JN0107  PID         -  JN0107
 JN0107  STATE/COUNTY-  UT/WAYNE
 JN0107  COUNTRY     -  US
 JN0107  USGS QUAD   -  HANKSVILLE (2017)
 JN0107
 JN0107                         *CURRENT SURVEY CONTROL
 JN0107  ______________________________________________________________________
 JN0107* NAD 83(1986) POSITION- 38 22 29.     (N) 110 42 10.     (W)   SCALED
 JN0107* NAVD 88 ORTHO HEIGHT -  1314.346 (meters)     4312.15  (feet) ADJUSTED
 JN0107  ______________________________________________________________________
 JN0107  GEOID HEIGHT    -        -20.294 (meters)                     GEOID18
 JN0107  DYNAMIC HEIGHT  -       1313.010 (meters)     4307.77  (feet) COMP
 JN0107  MODELED GRAVITY -    979,567.5   (mgal)                       NAVD 88
 JN0107
 JN0107  VERT ORDER      -  FIRST     CLASS II
 JN0107
 JN0107.The horizontal coordinates were scaled from a map and have
 JN0107.an estimated accuracy of +/- 6 seconds.
 JN0107
 JN0107.The orthometric height was determined by differential leveling and
 JN0107.adjusted by the NATIONAL GEODETIC SURVEY
 JN0107.in June 1991.
 JN0107
 JN0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0107.GEOID18 height accuracy estimate available here.
 JN0107
 JN0107.Click photographs - Photos may exist for this station.
 JN0107
 JN0107.The dynamic height is computed by dividing the NAVD 88
 JN0107.geopotential number by the normal gravity value computed on the
 JN0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0107.degrees latitude (g = 980.6199 gals.).
 JN0107
 JN0107.The modeled gravity was interpolated from observed gravity values.
 JN0107
 JN0107;                    North         East    Units  Estimated Accuracy
 JN0107;SPC UT S     - 3,189,870.      569,660.      MT  (+/- 180 meters Scaled)
 JN0107
 JN0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH259474(NAD 83)
 JN0107
 JN0107                          SUPERSEDED SURVEY CONTROL
 JN0107
 JN0107  NGVD 29 (??/??/92) 1313.315  (m)         4308.77   (f) ADJ UNCH    1 2
 JN0107
 JN0107.Superseded values are not recommended for survey control.
 JN0107
 JN0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0107.See file dsdata.pdf to determine how the superseded data were derived.
 JN0107
 JN0107_MARKER: DB = BENCH MARK DISK
 JN0107_SETTING: 66 = SET IN ROCK OUTCROP
 JN0107_STAMPING: G 112 1958
 JN0107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0107+STABILITY: POSITION/ELEVATION WELL
 JN0107
 JN0107  HISTORY     - Date     Condition        Report By
 JN0107  HISTORY     - 1958     MONUMENTED       CGS
 JN0107
 JN0107                          STATION DESCRIPTION
 JN0107
 JN0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0107'0.75 MI E FROM HANKSVILLE.
 JN0107'0.75 MILE EAST ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0107'HANKSVILLE, IN R11E T28S S15, SET VERTICALLY IN THE WEST FACE OF A
 JN0107'MASSIVE SANDSTONE OUTCROP WHICH PROJECTS ABOUT 75 FEET ABOVE THE
 JN0107'GROUND, 110 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET
 JN0107'EAST OF THE CENTER OF A SHALLOW WASH, 3 1/2 FEET ABOVE THE GROUND, AND
 JN0107'MARKED BY THE WHITE PAINTED LETTERS B.M.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0062 ***********************************************************************
 JN0062  DESIGNATION -  G 113
 JN0062  PID         -  JN0062
 JN0062  STATE/COUNTY-  UT/GARFIELD
 JN0062  COUNTRY     -  US
 JN0062  USGS QUAD   -  RAGGY CANYON (2017)
 JN0062
 JN0062                         *CURRENT SURVEY CONTROL
 JN0062  ______________________________________________________________________
 JN0062* NAD 83(1986) POSITION- 38 05 56.     (N) 110 37 34.     (W)   SCALED
 JN0062* NAVD 88 ORTHO HEIGHT -  1559.909 (meters)     5117.80  (feet) ADJUSTED
 JN0062  ______________________________________________________________________
 JN0062  GEOID HEIGHT    -        -20.257 (meters)                     GEOID18
 JN0062  DYNAMIC HEIGHT  -       1558.228 (meters)     5112.29  (feet) COMP
 JN0062  MODELED GRAVITY -    979,497.2   (mgal)                       NAVD 88
 JN0062
 JN0062  VERT ORDER      -  FIRST     CLASS II
 JN0062
 JN0062.The horizontal coordinates were scaled from a map and have
 JN0062.an estimated accuracy of +/- 6 seconds.
 JN0062
 JN0062.The orthometric height was determined by differential leveling and
 JN0062.adjusted by the NATIONAL GEODETIC SURVEY
 JN0062.in June 1991.
 JN0062
 JN0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0062.GEOID18 height accuracy estimate available here.
 JN0062
 JN0062.Click photographs - Photos may exist for this station.
 JN0062
 JN0062.The dynamic height is computed by dividing the NAVD 88
 JN0062.geopotential number by the normal gravity value computed on the
 JN0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0062.degrees latitude (g = 980.6199 gals.).
 JN0062
 JN0062.The modeled gravity was interpolated from observed gravity values.
 JN0062
 JN0062;                    North         East    Units  Estimated Accuracy
 JN0062;SPC UT S     - 3,159,310.      576,650.      MT  (+/- 180 meters Scaled)
 JN0062
 JN0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH327168(NAD 83)
 JN0062
 JN0062                          SUPERSEDED SURVEY CONTROL
 JN0062
 JN0062  NGVD 29 (??/??/92) 1558.844  (m)         5114.31   (f) ADJ UNCH    1 2
 JN0062
 JN0062.Superseded values are not recommended for survey control.
 JN0062
 JN0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0062.See file dsdata.pdf to determine how the superseded data were derived.
 JN0062
 JN0062_MARKER: DB = BENCH MARK DISK
 JN0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0062_STAMPING: G 113 1958
 JN0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0062+STABILITY: SURFACE MOTION
 JN0062
 JN0062  HISTORY     - Date     Condition        Report By
 JN0062  HISTORY     - 1958     MONUMENTED       CGS
 JN0062
 JN0062                          STATION DESCRIPTION
 JN0062
 JN0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0062'21.95 MI SE FROM HANKSVILLE.
 JN0062'ABOUT 21.95 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE
 JN0062'SCHOOL AT HANKSVILLE, IN R12E T31S S19, ON THE OUTSIDE OF A CURVE, 91
 JN0062'FEET EAST OF THE CENTER OF THE JUNCTION OF A ROAD NORTHEAST TO LONE
 JN0062'CEDAR RESERVOIR, 56 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JN0062'63 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.5 FEET NORTH OF A
 JN0062'WITNESS POST, 1 FOOT LOWER THAN THE HIGHWAY AND IN THE TOP OF A
 JN0062'CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0013 ***********************************************************************
 HN0013  DESIGNATION -  G 114
 HN0013  PID         -  HN0013
 HN0013  STATE/COUNTY-  UT/GARFIELD
 HN0013  COUNTRY     -  US
 HN0013  USGS QUAD   -  HITE NORTH (2017)
 HN0013
 HN0013                         *CURRENT SURVEY CONTROL
 HN0013  ______________________________________________________________________
 HN0013* NAD 83(1986) POSITION- 37 53 33.     (N) 110 26 25.     (W)   SCALED
 HN0013* NAVD 88 ORTHO HEIGHT -  1127.628 (meters)     3699.56  (feet) ADJUSTED
 HN0013  ______________________________________________________________________
 HN0013  GEOID HEIGHT    -        -21.017 (meters)                     GEOID18
 HN0013  DYNAMIC HEIGHT  -       1126.468 (meters)     3695.75  (feet) COMP
 HN0013  MODELED GRAVITY -    979,563.0   (mgal)                       NAVD 88
 HN0013
 HN0013  VERT ORDER      -  FIRST     CLASS II
 HN0013
 HN0013.The horizontal coordinates were scaled from a map and have
 HN0013.an estimated accuracy of +/- 6 seconds.
 HN0013
 HN0013.The orthometric height was determined by differential leveling and
 HN0013.adjusted by the NATIONAL GEODETIC SURVEY
 HN0013.in June 1991.
 HN0013
 HN0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0013.GEOID18 height accuracy estimate available here.
 HN0013
 HN0013.Click photographs - Photos may exist for this station.
 HN0013
 HN0013.The dynamic height is computed by dividing the NAVD 88
 HN0013.geopotential number by the normal gravity value computed on the
 HN0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0013.degrees latitude (g = 980.6199 gals.).
 HN0013
 HN0013.The modeled gravity was interpolated from observed gravity values.
 HN0013
 HN0013;                    North         East    Units  Estimated Accuracy
 HN0013;SPC UT S     - 3,136,580.      593,210.      MT  (+/- 180 meters Scaled)
 HN0013
 HN0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG492940(NAD 83)
 HN0013
 HN0013                          SUPERSEDED SURVEY CONTROL
 HN0013
 HN0013  NGVD 29 (??/??/92) 1126.658  (m)         3696.38   (f) ADJ UNCH    1 2
 HN0013
 HN0013.Superseded values are not recommended for survey control.
 HN0013
 HN0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0013.See file dsdata.pdf to determine how the superseded data were derived.
 HN0013
 HN0013_MARKER: DB = BENCH MARK DISK
 HN0013_SETTING: 66 = SET IN ROCK OUTCROP
 HN0013_STAMPING: G 114 1958
 HN0013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0013+STABILITY: POSITION/ELEVATION WELL
 HN0013
 HN0013  HISTORY     - Date     Condition        Report By
 HN0013  HISTORY     - 1958     MONUMENTED       CGS
 HN0013
 HN0013                          STATION DESCRIPTION
 HN0013
 HN0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0013'43.7 MI SE FROM HANKSVILLE.
 HN0013'ABOUT 43.7 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE
 HN0013'SCHOOL AT HANKSVILLE, ON THE NORTH BANK OF NORTH WASH, IN THE TOP OF
 HN0013'SANDSTONE BEDROCK EXPOSED BY THE WASH, 32 FEET SOUTH OF THE CENTER
 HN0013'LINE OF THE HIGHWAY, 4 FEET NORTH OF A STEP IN THE ROCK, 9 FEET SOUTH
 HN0013'OF A WITNESS POST AND ABOUT 9 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0046 ***********************************************************************
 HN0046  DESIGNATION -  G 115
 HN0046  PID         -  HN0046
 HN0046  STATE/COUNTY-  UT/SAN JUAN
 HN0046  COUNTRY     -  US
 HN0046  USGS QUAD   -  JACOBS CHAIR (2017)
 HN0046
 HN0046                         *CURRENT SURVEY CONTROL
 HN0046  ______________________________________________________________________
 HN0046* NAD 83(1986) POSITION- 37 43 20.     (N) 110 14 53.     (W)   SCALED
 HN0046* NAVD 88 ORTHO HEIGHT -  1486.483 (meters)     4876.90  (feet) ADJUSTED
 HN0046  ______________________________________________________________________
 HN0046  GEOID HEIGHT    -        -20.684 (meters)                     GEOID18
 HN0046  DYNAMIC HEIGHT  -       1484.868 (meters)     4871.60  (feet) COMP
 HN0046  MODELED GRAVITY -    979,491.8   (mgal)                       NAVD 88
 HN0046
 HN0046  VERT ORDER      -  FIRST     CLASS II
 HN0046
 HN0046.The horizontal coordinates were scaled from a map and have
 HN0046.an estimated accuracy of +/- 6 seconds.
 HN0046
 HN0046.The orthometric height was determined by differential leveling and
 HN0046.adjusted by the NATIONAL GEODETIC SURVEY
 HN0046.in June 1991.
 HN0046
 HN0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0046.GEOID18 height accuracy estimate available here.
 HN0046
 HN0046.Click photographs - Photos may exist for this station.
 HN0046
 HN0046.The dynamic height is computed by dividing the NAVD 88
 HN0046.geopotential number by the normal gravity value computed on the
 HN0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0046.degrees latitude (g = 980.6199 gals.).
 HN0046
 HN0046.The modeled gravity was interpolated from observed gravity values.
 HN0046
 HN0046;                    North         East    Units  Estimated Accuracy
 HN0046;SPC UT S     - 3,117,890.      610,370.      MT  (+/- 180 meters Scaled)
 HN0046
 HN0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG662752(NAD 83)
 HN0046
 HN0046                          SUPERSEDED SURVEY CONTROL
 HN0046
 HN0046  NGVD 29 (??/??/92) 1485.491  (m)         4873.65   (f) ADJ UNCH    1 2
 HN0046
 HN0046.Superseded values are not recommended for survey control.
 HN0046
 HN0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0046.See file dsdata.pdf to determine how the superseded data were derived.
 HN0046
 HN0046_MARKER: DB = BENCH MARK DISK
 HN0046_SETTING: 66 = SET IN ROCK OUTCROP
 HN0046_STAMPING: G 115 1958
 HN0046_MARK LOGO: CGS
 HN0046_MAGNETIC: N = NO MAGNETIC MATERIAL
 HN0046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0046+STABILITY: POSITION/ELEVATION WELL
 HN0046
 HN0046  HISTORY     - Date     Condition        Report By
 HN0046  HISTORY     - 1958     MONUMENTED       CGS
 HN0046  HISTORY     - 19760414 GOOD             NGS
 HN0046
 HN0046                          STATION DESCRIPTION
 HN0046
 HN0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0046'8.2 MI NW FROM FRY CANYON.
 HN0046'ABOUT 8.2 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0046'AT FRY CANYON, IN THE TOP OF A SANDSTONE OUTCROP BETWEEN TWO WASHES,
 HN0046'50 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 53 FEET SOUTHEAST
 HN0046'OF THE CENTER OF THE DEEPER WASH, 33 FEET WEST OF THE CENTER OF THE
 HN0046'SECOND WASH, 3 FEET SOUTHEAST OF A CAIRN AND ABOUT 4 FEET LOWER THAN
 HN0046'THE HIGHWAY.
 HN0046
 HN0046                          STATION RECOVERY (1976)
 HN0046
 HN0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HN0046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN1014 ***********************************************************************
 HN1014  DESIGNATION -  G 115 RESET
 HN1014  PID         -  HN1014
 HN1014  STATE/COUNTY-  UT/SAN JUAN
 HN1014  COUNTRY     -  US
 HN1014  USGS QUAD   -  JACOBS CHAIR (2017)
 HN1014
 HN1014                         *CURRENT SURVEY CONTROL
 HN1014  ______________________________________________________________________
 HN1014* NAD 83(1986) POSITION- 37 43 20.     (N) 110 14 53.     (W)   SCALED
 HN1014* NAVD 88 ORTHO HEIGHT -  1486.18  (meters)     4875.9   (feet) RESET
 HN1014  ______________________________________________________________________
 HN1014  GEOID HEIGHT    -        -20.684 (meters)                     GEOID18
 HN1014  VERT ORDER      -  THIRD
 HN1014
 HN1014.The horizontal coordinates were scaled from a map and have
 HN1014.an estimated accuracy of +/- 6 seconds.
 HN1014
 HN1014.The orthometric height was computed from unverified reset data.
 HN1014
 HN1014.No vertical observational check was made to the station.
 HN1014
 HN1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN1014.GEOID18 height accuracy estimate available here.
 HN1014
 HN1014.Click photographs - Photos may exist for this station.
 HN1014
 HN1014;                    North         East    Units  Estimated Accuracy
 HN1014;SPC UT S     - 3,117,890.      610,370.      MT  (+/- 180 meters Scaled)
 HN1014
 HN1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG662752(NAD 83)
 HN1014
 HN1014                          SUPERSEDED SURVEY CONTROL
 HN1014
 HN1014  NGVD 29 (07/25/12) 1485.19   (m)         4872.7    (f) RESET       3  
 HN1014
 HN1014.Superseded values are not recommended for survey control.
 HN1014
 HN1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN1014.See file dsdata.pdf to determine how the superseded data were derived.
 HN1014
 HN1014_MARKER: DB = BENCH MARK DISK
 HN1014_SETTING: 66 = SET IN ROCK OUTCROP
 HN1014_STAMPING: G 115 RESET 1976
 HN1014_MARK LOGO: NGS
 HN1014_MAGNETIC: N = NO MAGNETIC MATERIAL
 HN1014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN1014+STABILITY: POSITION/ELEVATION WELL
 HN1014
 HN1014  HISTORY     - Date     Condition        Report By
 HN1014  HISTORY     - 1976     MONUMENTED       NGS
 HN1014
 HN1014                          STATION DESCRIPTION
 HN1014
 HN1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HN1014'8.1 MILES (13.0 KM) NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST
 HN1014'OFFICE IN FRY CANYON, 99 FEET (30.2 M) NORTHEAST OF HIGHWAY 95, 145
 HN1014'FEET (44.2 M) EAST OF A WASH, 0.1 MILE (0.2 KM) NORTH OF A CURVE AND
 HN1014'ABOUT 3 FEET (0.9 M) SOUTH-SOUTHWEST OF A CAIRN, SET IN THE TOP OF A
 HN1014'ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0045 ***********************************************************************
 HN0045  DESIGNATION -  G 116
 HN0045  PID         -  HN0045
 HN0045  STATE/COUNTY-  UT/SAN JUAN
 HN0045  COUNTRY     -  US
 HN0045  USGS QUAD   -  MANCOS MESA NE (2017)
 HN0045
 HN0045                         *CURRENT SURVEY CONTROL
 HN0045  ______________________________________________________________________
 HN0045* NAD 83(1986) POSITION- 37 43 46.     (N) 110 15 00.     (W)   SCALED
 HN0045* NAVD 88 ORTHO HEIGHT -  1493.717 (meters)     4900.64  (feet) ADJUSTED
 HN0045  ______________________________________________________________________
 HN0045  GEOID HEIGHT    -        -20.692 (meters)                     GEOID18
 HN0045  DYNAMIC HEIGHT  -       1492.097 (meters)     4895.32  (feet) COMP
 HN0045  MODELED GRAVITY -    979,492.7   (mgal)                       NAVD 88
 HN0045
 HN0045  VERT ORDER      -  FIRST     CLASS II
 HN0045
 HN0045.The horizontal coordinates were scaled from a map and have
 HN0045.an estimated accuracy of +/- 6 seconds.
 HN0045
 HN0045.The orthometric height was determined by differential leveling and
 HN0045.adjusted by the NATIONAL GEODETIC SURVEY
 HN0045.in June 1991.
 HN0045
 HN0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0045.GEOID18 height accuracy estimate available here.
 HN0045
 HN0045.Click photographs - Photos may exist for this station.
 HN0045
 HN0045.The dynamic height is computed by dividing the NAVD 88
 HN0045.geopotential number by the normal gravity value computed on the
 HN0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0045.degrees latitude (g = 980.6199 gals.).
 HN0045
 HN0045.The modeled gravity was interpolated from observed gravity values.
 HN0045
 HN0045;                    North         East    Units  Estimated Accuracy
 HN0045;SPC UT S     - 3,118,690.      610,180.      MT  (+/- 180 meters Scaled)
 HN0045
 HN0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG660760(NAD 83)
 HN0045
 HN0045                          SUPERSEDED SURVEY CONTROL
 HN0045
 HN0045  NGVD 29 (??/??/92) 1492.725  (m)         4897.38   (f) ADJ UNCH    1 2
 HN0045
 HN0045.Superseded values are not recommended for survey control.
 HN0045
 HN0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0045.See file dsdata.pdf to determine how the superseded data were derived.
 HN0045
 HN0045_MARKER: DB = BENCH MARK DISK
 HN0045_SETTING: 66 = SET IN ROCK OUTCROP
 HN0045_STAMPING: G 116 1958
 HN0045_MARK LOGO: CGS
 HN0045_MAGNETIC: N = NO MAGNETIC MATERIAL
 HN0045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0045+STABILITY: POSITION/ELEVATION WELL
 HN0045
 HN0045  HISTORY     - Date     Condition        Report By
 HN0045  HISTORY     - 1958     MONUMENTED       CGS
 HN0045  HISTORY     - 19760413 GOOD             NGS
 HN0045
 HN0045                          STATION DESCRIPTION
 HN0045
 HN0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0045'8.8 MI NW FROM FRY CANYON.
 HN0045'ABOUT 8.8 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0045'AT FRY CANYON, ON THE INSIDE OF A LONG CURVE, ON THE NORTHEAST SLOPE
 HN0045'OF A HIGH BLUFF, IN THE TOP OF A 5 X 6-FOOT SANDSTONE OUTCROP THAT
 HN0045'PROJECTS 4 FEET ABOVE THE GROUND, 70 FEET SOUTHWEST OF THE CENTER LINE
 HN0045'OF THE HIGHWAY AND ABOUT 12 FEET HIGHER THAN THE HIGHWAY.
 HN0045
 HN0045                          STATION RECOVERY (1976)
 HN0045
 HN0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HN0045'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN1009 ***********************************************************************
 HN1009  DESIGNATION -  G 116 RESET
 HN1009  PID         -  HN1009
 HN1009  STATE/COUNTY-  UT/SAN JUAN
 HN1009  COUNTRY     -  US
 HN1009  USGS QUAD   -  MANCOS MESA NE (2017)
 HN1009
 HN1009                         *CURRENT SURVEY CONTROL
 HN1009  ______________________________________________________________________
 HN1009* NAD 83(1986) POSITION- 37 43 46.     (N) 110 15 00.     (W)   SCALED
 HN1009* NAVD 88 ORTHO HEIGHT -  1491.66  (meters)     4893.9   (feet) RESET
 HN1009  ______________________________________________________________________
 HN1009  GEOID HEIGHT    -        -20.692 (meters)                     GEOID18
 HN1009  VERT ORDER      -  THIRD
 HN1009
 HN1009.The horizontal coordinates were scaled from a map and have
 HN1009.an estimated accuracy of +/- 6 seconds.
 HN1009
 HN1009.The orthometric height was computed from unverified reset data.
 HN1009
 HN1009.No vertical observational check was made to the station.
 HN1009
 HN1009.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN1009.GEOID18 height accuracy estimate available here.
 HN1009
 HN1009.Click photographs - Photos may exist for this station.
 HN1009
 HN1009;                    North         East    Units  Estimated Accuracy
 HN1009;SPC UT S     - 3,118,690.      610,180.      MT  (+/- 180 meters Scaled)
 HN1009
 HN1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG660760(NAD 83)
 HN1009
 HN1009                          SUPERSEDED SURVEY CONTROL
 HN1009
 HN1009  NGVD 29 (07/25/12) 1490.66   (m)         4890.6    (f) RESET       3  
 HN1009
 HN1009.Superseded values are not recommended for survey control.
 HN1009
 HN1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN1009.See file dsdata.pdf to determine how the superseded data were derived.
 HN1009
 HN1009_MARKER: DV = VERTICAL CONTROL DISK
 HN1009_SETTING: 66 = SET IN ROCK OUTCROP
 HN1009_STAMPING: G 116 RESET 1976
 HN1009_MARK LOGO: NGS
 HN1009_MAGNETIC: N = NO MAGNETIC MATERIAL
 HN1009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN1009+STABILITY: POSITION/ELEVATION WELL
 HN1009
 HN1009  HISTORY     - Date     Condition        Report By
 HN1009  HISTORY     - 1976     MONUMENTED       NGS
 HN1009
 HN1009                          STATION DESCRIPTION
 HN1009
 HN1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HN1009'8.55 MILES (13.76 KM) NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST
 HN1009'OFFICE IN FRY CANYON, 112 FEET (34.1 M) SOUTHWEST OF THE APPROXIMATE
 HN1009'CENTER OF HIGHWAY 95, 0.1 MILE (0.2 KM) NORTH OF A CURVE IN HIGHWAY
 HN1009'AND 12 FEET (3.7 M) SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY MARKER (PIPE)
 HN1009'NUMBER 1229+89, SET IN THE TOP OF OUTCROPPING BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0296 ***********************************************************************
 HM0296  DESIGNATION -  G 117
 HM0296  PID         -  HM0296
 HM0296  STATE/COUNTY-  UT/SAN JUAN
 HM0296  COUNTRY     -  US
 HM0296  USGS QUAD   -  HOTEL ROCK (2017)
 HM0296
 HM0296                         *CURRENT SURVEY CONTROL
 HM0296  ______________________________________________________________________
 HM0296* NAD 83(1986) POSITION- 37 32 37.     (N) 109 40 35.     (W)   SCALED
 HM0296* NAVD 88 ORTHO HEIGHT -  1654.411 (meters)     5427.85  (feet) ADJUSTED
 HM0296  ______________________________________________________________________
 HM0296  GEOID HEIGHT    -        -19.891 (meters)                     GEOID18
 HM0296  DYNAMIC HEIGHT  -       1652.544 (meters)     5421.72  (feet) COMP
 HM0296  MODELED GRAVITY -    979,443.5   (mgal)                       NAVD 88
 HM0296
 HM0296  VERT ORDER      -  FIRST     CLASS II
 HM0296
 HM0296.The horizontal coordinates were scaled from a map and have
 HM0296.an estimated accuracy of +/- 6 seconds.
 HM0296
 HM0296.The orthometric height was determined by differential leveling and
 HM0296.adjusted by the NATIONAL GEODETIC SURVEY
 HM0296.in June 1991.
 HM0296
 HM0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0296.GEOID18 height accuracy estimate available here.
 HM0296
 HM0296.Click photographs - Photos may exist for this station.
 HM0296
 HM0296.The dynamic height is computed by dividing the NAVD 88
 HM0296.geopotential number by the normal gravity value computed on the
 HM0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0296.degrees latitude (g = 980.6199 gals.).
 HM0296
 HM0296.The modeled gravity was interpolated from observed gravity values.
 HM0296
 HM0296;                    North         East    Units  Estimated Accuracy
 HM0296;SPC UT S     - 3,098,900.      661,140.      MT  (+/- 180 meters Scaled)
 HM0296
 HM0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG169560(NAD 83)
 HM0296
 HM0296                          SUPERSEDED SURVEY CONTROL
 HM0296
 HM0296  NGVD 29 (??/??/92) 1653.406  (m)         5424.55   (f) ADJ UNCH    1 2
 HM0296
 HM0296.Superseded values are not recommended for survey control.
 HM0296
 HM0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0296.See file dsdata.pdf to determine how the superseded data were derived.
 HM0296
 HM0296_MARKER: DB = BENCH MARK DISK
 HM0296_SETTING: 66 = SET IN ROCK OUTCROP
 HM0296_STAMPING: G 117 1958
 HM0296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0296+STABILITY: POSITION/ELEVATION WELL
 HM0296
 HM0296  HISTORY     - Date     Condition        Report By
 HM0296  HISTORY     - 1958     MONUMENTED       CGS
 HM0296  HISTORY     - 1959     GOOD             CGS
 HM0296  HISTORY     - 1979     GOOD             USGS
 HM0296  HISTORY     - 1979     GOOD             USGS
 HM0296
 HM0296                          STATION DESCRIPTION
 HM0296
 HM0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0296'19.35 MI SW FROM BLANDING.
 HM0296'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0296'BLANDING, THENCE 15.45 MILES WEST ALONG STATE HIGHWAY 95, 0.3 MILE
 HM0296'SOUTHEAST OF A CATTLE GUARD, 35 YARDS EAST-NORTHEAST OF THE CENTER OF
 HM0296'A CURVE, 49 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP
 HM0296'OF THE WEST END OF A 12 X 55-FOOT SANDSTONE OUTCROP WHICH SLOPES
 HM0296'DOWNHILL TO THE EAST, 28 FEET WEST-NORTHWEST OF A WITNESS POST, 3 FEET
 HM0296'EAST OF A CAIRN AND ABOUT LEVEL WITH THE HIGHWAY.
 HM0296
 HM0296                          STATION RECOVERY (1979)
 HM0296
 HM0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0296'4.0 MILES SOUTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0296'BLANDING, THENCE 6.35 MILES WEST ALONG STATE HIGHWAY 95 TO A ROAD
 HM0296'JCT. NORTH, THENCE 1.0 MI. NORTH TO A Y-RD WEST, THENCE 8.1 MI. WEST
 HM0296'ALONG DIRT ROAD (OLD 95), 0.3 MI SOUTHEAST OF A FENCE AND GATE, 35
 HM0296'YARDS EAST NORTHEAST OF THE CENTER OF A CURVE, 49 FT.NORTH OF THE
 HM0296'CENTER OF THE ROAD, IN THE TOP OF WEST END OF A 12 X 55 FOOT
 HM0296'SANDSTONE OUTCROP WHICH SLOPES DOWNHILL TO THE EAST, 28 FT WEST
 HM0296'NORTHWEST OF A WITNESS POST, LEVEL WITH THE ROAD.
 HM0296
 HM0296                          STATION RECOVERY (1979)
 HM0296
 HM0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0296'4.0 MILES SOUTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0296'BLANDING, THENCE 6.35 MILES WEST ALONG STATE HIGHWAY 95 TO A ROAD
 HM0296'JCT. NORTH, THENCE 1.0 MI. NORTH TO A Y-RD WEST, THENCE 8.1 MI. WEST
 HM0296'ALONG DIRT ROAD (OLD 95), 0.3 MI SOUTHEAST OF A FENCE AND GATE, 35
 HM0296'YARDS EAST NORTHEAST OF THE CENTER OF A CURVE, 49 FT.NORTH OF THE
 HM0296'CENTER OF THE ROAD, IN THE TOP OF WEST END OF A 12 X 55 FOOT
 HM0296'SANDSTONE OUTCROP WHICH SLOPES DOWNHILL TO THE EAST, 28 FT WEST
 HM0296'NORTHWEST OF A WITNESS POST, LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0150 ***********************************************************************
 JN0150  DESIGNATION -  G 12
 JN0150  PID         -  JN0150
 JN0150  STATE/COUNTY-  UT/WAYNE
 JN0150  COUNTRY     -  US
 JN0150  USGS QUAD   -  CAINEVILLE (2017)
 JN0150
 JN0150                         *CURRENT SURVEY CONTROL
 JN0150  ______________________________________________________________________
 JN0150* NAD 83(1986) POSITION- 38 15 14.     (N) 111 03 10.     (W)   SCALED
 JN0150* NAVD 88 ORTHO HEIGHT -  1458.393 (meters)     4784.74  (feet) POSTED
 JN0150  ______________________________________________________________________
 JN0150  GEOID HEIGHT    -        -19.706 (meters)                     GEOID18
 JN0150  DYNAMIC HEIGHT  -       1456.85  (meters)     4779.7   (feet) COMP
 JN0150  MODELED GRAVITY -    979,522.9   (mgal)                       NAVD 88
 JN0150
 JN0150  VERT ORDER      -  * POSTED, SEE BELOW
 JN0150
 JN0150.The horizontal coordinates were scaled from a map and have
 JN0150.an estimated accuracy of +/- 6 seconds.
 JN0150
 JN0150.The orthometric height was determined by differential leveling
 JN0150.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JN0150
 JN0150.* This is a POSTED BENCH MARK height.
 JN0150
 JN0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0150.GEOID18 height accuracy estimate available here.
 JN0150
 JN0150.Click photographs - Photos may exist for this station.
 JN0150
 JN0150.The dynamic height is computed by dividing the NAVD 88
 JN0150.geopotential number by the normal gravity value computed on the
 JN0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0150.degrees latitude (g = 980.6199 gals.).
 JN0150
 JN0150.The modeled gravity was interpolated from observed gravity values.
 JN0150
 JN0150;                    North         East    Units  Estimated Accuracy
 JN0150;SPC UT S     - 3,176,250.      539,140.      MT  (+/- 180 meters Scaled)
 JN0150
 JN0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH953339(NAD 83)
 JN0150
 JN0150                          SUPERSEDED SURVEY CONTROL
 JN0150
 JN0150  NGVD 29 (??/??/92) 1457.295  (m)         4781.14   (f) ADJ UNCH    1 2
 JN0150
 JN0150.Superseded values are not recommended for survey control.
 JN0150
 JN0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0150.See file dsdata.pdf to determine how the superseded data were derived.
 JN0150
 JN0150_MARKER: DB = BENCH MARK DISK
 JN0150_SETTING: 66 = SET IN ROCK OUTCROP
 JN0150_STAMPING: ELEV 4781.142 FT G 12 1921
 JN0150_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0150+STABILITY: POSITION/ELEVATION WELL
 JN0150
 JN0150  HISTORY     - Date     Condition        Report By
 JN0150  HISTORY     - 1921     MONUMENTED       CGS
 JN0150  HISTORY     - 1952     MARK NOT FOUND   USGS
 JN0150
 JN0150                          STATION DESCRIPTION
 JN0150
 JN0150'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0150'6.5 MI S FROM CAINEVILLE.
 JN0150'6-1/2 MILES SOUTH OF CAINEVILLE, WAYNE COUNTY AT THE NORTH ENTRANCE TO
 JN0150'SAND CREEK CANYON, 100 YARDS SOUTH OF THE NORTH EDGE OF THE SANDSTONE,
 JN0150'30 FEET WEST OF SAND CREEK WASH, IN A LARGE ROCK, AND 10 FEET ABOVE
 JN0150'THE FLOOD LINE.  A STANDARD DISK, STAMPED ELEV 4781.142 FT G 12 1921.
 JN0150'NOTE-- PROBABLY WASHED OUT BY EROSION OF CREEK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0271 ***********************************************************************
 HO0271  DESIGNATION -  G 123
 HO0271  PID         -  HO0271
 HO0271  STATE/COUNTY-  UT/WASHINGTON
 HO0271  COUNTRY     -  US
 HO0271  USGS QUAD   -  WASHINGTON (2017)
 HO0271
 HO0271                         *CURRENT SURVEY CONTROL
 HO0271  ______________________________________________________________________
 HO0271* NAD 83(1986) POSITION- 37 14 53.     (N) 113 37 11.     (W)   SCALED
 HO0271* NAVD 88 ORTHO HEIGHT -  1378.983 (meters)     4524.21  (feet) ADJUSTED
 HO0271  ______________________________________________________________________
 HO0271  GEOID HEIGHT    -        -24.014 (meters)                     GEOID18
 HO0271  DYNAMIC HEIGHT  -       1377.456 (meters)     4519.20  (feet) COMP
 HO0271  MODELED GRAVITY -    979,475.9   (mgal)                       NAVD 88
 HO0271
 HO0271  VERT ORDER      -  SECOND    CLASS 0
 HO0271
 HO0271.The horizontal coordinates were scaled from a map and have
 HO0271.an estimated accuracy of +/- 6 seconds.
 HO0271
 HO0271.The orthometric height was determined by differential leveling and
 HO0271.adjusted by the NATIONAL GEODETIC SURVEY
 HO0271.in June 1991.
 HO0271
 HO0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0271.GEOID18 height accuracy estimate available here.
 HO0271
 HO0271.Click photographs - Photos may exist for this station.
 HO0271
 HO0271.The dynamic height is computed by dividing the NAVD 88
 HO0271.geopotential number by the normal gravity value computed on the
 HO0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0271.degrees latitude (g = 980.6199 gals.).
 HO0271
 HO0271.The modeled gravity was interpolated from observed gravity values.
 HO0271
 HO0271;                    North         East    Units  Estimated Accuracy
 HO0271;SPC UT S     - 3,066,660.      311,950.      MT  (+/- 180 meters Scaled)
 HO0271
 HO0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG676256(NAD 83)
 HO0271
 HO0271                          SUPERSEDED SURVEY CONTROL
 HO0271
 HO0271  NGVD 29 (??/??/92) 1378.010  (m)         4521.02   (f) ADJ UNCH    2 0
 HO0271
 HO0271.Superseded values are not recommended for survey control.
 HO0271
 HO0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0271.See file dsdata.pdf to determine how the superseded data were derived.
 HO0271
 HO0271_MARKER: DB = BENCH MARK DISK
 HO0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0271_STAMPING: G 123 1934
 HO0271_MARK LOGO: CGS
 HO0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0271+STABILITY: SURFACE MOTION
 HO0271
 HO0271  HISTORY     - Date     Condition        Report By
 HO0271  HISTORY     - 1934     MONUMENTED       CGS
 HO0271  HISTORY     - 1979     GOOD             USGS
 HO0271
 HO0271                          STATION DESCRIPTION
 HO0271
 HO0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0271'1.7 MI NE FROM ST GEORGE.
 HO0271'1.7 MILES NORTHEAST ALONG U. S. HIGHWAY 91 FROM THE COURTHOUSE AT ST.
 HO0271'GEORGE, WASHINGTON COUNTY, THENCE 12.5 MILES NORTH ALONG THE 1934
 HO0271'ROUTE OF STATE HIGHWAY 18.  0.2 MILE NORTH OF A FENCE CORNER AT THE
 HO0271'POINT WHERE A TELEPHONE LINE CROSSES THE ROAD, 24 FEET EAST OF THE
 HO0271'CENTERLINE OF THE OLD HIGHWAY, AND 3 FEET WEST OF THE FENCE LINE.  A
 HO0271'STANDARD DISK, STAMPED G 123 1934 AND SET IN THE TOP OF A CONCRETE
 HO0271'POST.
 HO0271
 HO0271                          STATION RECOVERY (1979)
 HO0271
 HO0271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HO0271'1 BLOCK NORTH ALONG 100 EAST ST. FROM THE POST OFFICE AT ST. GEORGE
 HO0271'UTAH, THENCE 0.6 MILES WEST ALONG ST. GEORGE BLVD., THENCE 1.0 MILES
 HO0271'NORTH ALONG BLUFF STREET, THENCE 9.0 MILES NORTH ALONG STATE HIGHWAY
 HO0271'18, THENCE 0.4 MILES EAST ALONG GRADED ROAD, THENCE 720 FEET SOUTH
 HO0271'ALONG 1934 ROUTE OF STATE HIGHWAY 18, 24 FEET EAST OF CENTERLINE OF
 HO0271'ROAD, A STANDARD DISK STAMPED G 123-1934 AND SET IN THE TOP OF A
 HO0271'CONC. POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0323 ***********************************************************************
 HO0323  DESIGNATION -  G 124
 HO0323  PID         -  HO0323
 HO0323  STATE/COUNTY-  UT/IRON
 HO0323  COUNTRY     -  US
 HO0323  USGS QUAD   -  BERYL JUNCTION (2017)
 HO0323
 HO0323                         *CURRENT SURVEY CONTROL
 HO0323  ______________________________________________________________________
 HO0323* NAD 83(1986) POSITION- 37 44 24.1    (N) 113 44 31.7    (W)   HD_HELD2
 HO0323* NAVD 88 ORTHO HEIGHT -  1583.309 (meters)     5194.57  (feet) ADJUSTED
 HO0323  ______________________________________________________________________
 HO0323  GEOID HEIGHT    -        -23.105 (meters)                     GEOID18
 HO0323  DYNAMIC HEIGHT  -       1581.538 (meters)     5188.76  (feet) COMP
 HO0323  MODELED GRAVITY -    979,455.8   (mgal)                       NAVD 88
 HO0323
 HO0323  VERT ORDER      -  SECOND    CLASS 0
 HO0323
 HO0323.The horizontal coordinates were established by autonomous hand held GPS
 HO0323.observations and have an estimated accuracy of +/- 10 meters.
 HO0323
 HO0323.The orthometric height was determined by differential leveling and
 HO0323.adjusted by the NATIONAL GEODETIC SURVEY
 HO0323.in June 1991.
 HO0323
 HO0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0323.GEOID18 height accuracy estimate available here.
 HO0323
 HO0323.Click photographs - Photos may exist for this station.
 HO0323
 HO0323.The dynamic height is computed by dividing the NAVD 88
 HO0323.geopotential number by the normal gravity value computed on the
 HO0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0323.degrees latitude (g = 980.6199 gals.).
 HO0323
 HO0323.The modeled gravity was interpolated from observed gravity values.
 HO0323
 HO0323;                    North         East    Units  Estimated Accuracy
 HO0323;SPC UT S     - 3,121,494.      302,403.      MT  (+/- 10 meters HH2 GPS)
 HO0323
 HO0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG5837680511(NAD 83)
 HO0323
 HO0323                          SUPERSEDED SURVEY CONTROL
 HO0323
 HO0323  NGVD 29 (??/??/92) 1582.21   (m)         5191.0    (f) COMPUTED    2 0
 HO0323
 HO0323.Superseded values are not recommended for survey control.
 HO0323
 HO0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0323.See file dsdata.pdf to determine how the superseded data were derived.
 HO0323
 HO0323_MARKER: DB = BENCH MARK DISK
 HO0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0323_STAMPING: G 124 1934
 HO0323_MARK LOGO: CGS
 HO0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0323+STABILITY: SURFACE MOTION
 HO0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0323+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2012
 HO0323
 HO0323  HISTORY     - Date     Condition        Report By
 HO0323  HISTORY     - 1934     MONUMENTED       CGS
 HO0323  HISTORY     - 20120228 GOOD             GEOCAC
 HO0323
 HO0323                          STATION DESCRIPTION
 HO0323
 HO0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0323'12.7 MI N FROM ENTERPRISE.
 HO0323'IN IRON COUNTY, 12.7 MILES NORTH ALONG THE 1934 ROUTE OF STATE HIGHWAY
 HO0323'18 FROM ENTERPRISE, WASHINGTON COUNTY, 11.0 MILES SOUTHEAST OF MODENA,
 HO0323'IRON COUNTY, 0.5 MILE EAST OF AN OLD RANCH HOUSE, 0.3 MILE EAST OF A
 HO0323'PYRAMID-SHAPED HILL ON THE SOUTH SIDE OF THE OLD HIGHWAY, AND 20 FEET
 HO0323'NORTH OF THE CENTERLINE OF THE OLD HIGHWAY.  A STANDARD DISK, STAMPED
 HO0323'G 124 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HO0323
 HO0323                          STATION RECOVERY (2012)
 HO0323
 HO0323'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 HO0323'MARK IS ABOUT 100 FT SOUTH OF UTAH 56.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0438 ***********************************************************************
 MR0438  DESIGNATION -  G 125
 MR0438  PID         -  MR0438
 MR0438  STATE/COUNTY-  UT/CACHE
 MR0438  COUNTRY     -  US
 MR0438  USGS QUAD   -  MOUNT PISGAH (2017)
 MR0438
 MR0438                         *CURRENT SURVEY CONTROL
 MR0438  ______________________________________________________________________
 MR0438* NAD 83(1986) POSITION- 41 34 53.     (N) 111 55 30.     (W)   SCALED
 MR0438* NAVD 88 ORTHO HEIGHT -  1526.791 (meters)     5009.15  (feet) ADJUSTED
 MR0438  ______________________________________________________________________
 MR0438  GEOID HEIGHT    -        -15.687 (meters)                     GEOID18
 MR0438  DYNAMIC HEIGHT  -       1525.653 (meters)     5005.41  (feet) COMP
 MR0438  MODELED GRAVITY -    979,824.2   (mgal)                       NAVD 88
 MR0438
 MR0438  VERT ORDER      -  SECOND    CLASS 0
 MR0438
 MR0438.The horizontal coordinates were scaled from a map and have
 MR0438.an estimated accuracy of +/- 6 seconds.
 MR0438
 MR0438.The orthometric height was determined by differential leveling and
 MR0438.adjusted by the NATIONAL GEODETIC SURVEY
 MR0438.in June 1991.
 MR0438
 MR0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0438.GEOID18 height accuracy estimate available here.
 MR0438
 MR0438.Click photographs - Photos may exist for this station.
 MR0438
 MR0438.The dynamic height is computed by dividing the NAVD 88
 MR0438.geopotential number by the normal gravity value computed on the
 MR0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0438.degrees latitude (g = 980.6199 gals.).
 MR0438
 MR0438.The modeled gravity was interpolated from observed gravity values.
 MR0438
 MR0438;                    North         East    Units  Estimated Accuracy
 MR0438;SPC UT N     - 1,138,690.      464,560.      MT  (+/- 180 meters Scaled)
 MR0438
 MR0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM228037(NAD 83)
 MR0438
 MR0438                          SUPERSEDED SURVEY CONTROL
 MR0438
 MR0438  NGVD 29 (??/??/92) 1525.734  (m)         5005.68   (f) ADJ UNCH    2 0
 MR0438
 MR0438.Superseded values are not recommended for survey control.
 MR0438
 MR0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0438.See file dsdata.pdf to determine how the superseded data were derived.
 MR0438
 MR0438_MARKER: DB = BENCH MARK DISK
 MR0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0438_STAMPING: G 125 1934
 MR0438_MARK LOGO: CGS
 MR0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0438+STABILITY: SURFACE MOTION
 MR0438
 MR0438  HISTORY     - Date     Condition        Report By
 MR0438  HISTORY     - 1934     MONUMENTED       CGS
 MR0438  HISTORY     - 1954     MARK NOT FOUND   USGS
 MR0438
 MR0438                          STATION DESCRIPTION
 MR0438
 MR0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0438'4.1 MI S FROM WELLSVILLE.
 MR0438'ABOUT 4.1 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT
 MR0438'WELLSVILLE, CACHE COUNTY, NEAR THE FOOT OF A STEEP HILL, AT THE
 MR0438'OUTSIDE OF A CURVE, 36 FEET WEST OF THE CENTER LINE OF A CROSS ROAD,
 MR0438'40 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET WEST OF
 MR0438'THE WEST END OF A CORRUGATED PIPE CULVERT UNDER THE CROSS ROAD, 15
 MR0438'FEET SOUTH OF A CLUMP OF SEVEN 10- TO 12-INCH BOX ELDER TREES, AND 3
 MR0438'FEET NORTHEAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED G 125 1934
 MR0438'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BM IS OUT IN A
 MR0438'CULTIVATED FIELD.  IT IS BELIEVED IT IS EITHER BURIED OR DESTROYED.
 MR0438
 MR0438                          STATION RECOVERY (1954)
 MR0438
 MR0438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 MR0438'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0245 ***********************************************************************
 MR0245  DESIGNATION -  G 126
 MR0245  PID         -  MR0245
 MR0245  STATE/COUNTY-  UT/RICH
 MR0245  COUNTRY     -  US
 MR0245  USGS QUAD   -  GARDEN CITY (2017)
 MR0245
 MR0245                         *CURRENT SURVEY CONTROL
 MR0245  ______________________________________________________________________
 MR0245* NAD 83(1986) POSITION- 41 55 33.     (N) 111 28 24.     (W)   SCALED
 MR0245* NAVD 88 ORTHO HEIGHT -  2381.857 (meters)     7814.48  (feet) ADJUSTED
 MR0245  ______________________________________________________________________
 MR0245  GEOID HEIGHT    -        -14.149 (meters)                     GEOID18
 MR0245  DYNAMIC HEIGHT  -       2379.776 (meters)     7807.65  (feet) COMP
 MR0245  MODELED GRAVITY -    979,662.0   (mgal)                       NAVD 88
 MR0245
 MR0245  VERT ORDER      -  SECOND    CLASS 0
 MR0245
 MR0245.The horizontal coordinates were scaled from a map and have
 MR0245.an estimated accuracy of +/- 6 seconds.
 MR0245
 MR0245.The orthometric height was determined by differential leveling and
 MR0245.adjusted by the NATIONAL GEODETIC SURVEY
 MR0245.in June 1991.
 MR0245
 MR0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0245.GEOID18 height accuracy estimate available here.
 MR0245
 MR0245.Click photographs - Photos may exist for this station.
 MR0245
 MR0245.The dynamic height is computed by dividing the NAVD 88
 MR0245.geopotential number by the normal gravity value computed on the
 MR0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0245.degrees latitude (g = 980.6199 gals.).
 MR0245
 MR0245.The modeled gravity was interpolated from observed gravity values.
 MR0245
 MR0245;                    North         East    Units  Estimated Accuracy
 MR0245;SPC UT N     - 1,176,860.      502,210.      MT  (+/- 180 meters Scaled)
 MR0245
 MR0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM607416(NAD 83)
 MR0245
 MR0245                          SUPERSEDED SURVEY CONTROL
 MR0245
 MR0245  NGVD 29 (??/??/92) 2380.499  (m)         7810.02   (f) ADJ UNCH    2 0
 MR0245
 MR0245.Superseded values are not recommended for survey control.
 MR0245
 MR0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0245.See file dsdata.pdf to determine how the superseded data were derived.
 MR0245
 MR0245_MARKER: DB = BENCH MARK DISK
 MR0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0245_STAMPING: G 126 1934
 MR0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0245+STABILITY: SURFACE MOTION
 MR0245
 MR0245  HISTORY     - Date     Condition        Report By
 MR0245  HISTORY     - 1934     MONUMENTED       CGS
 MR0245  HISTORY     - 1968     GOOD             USGS
 MR0245
 MR0245                          STATION DESCRIPTION
 MR0245
 MR0245'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 MR0245'7.0 MI W FROM GARDEN CITY.
 MR0245'7.0 MILES WEST OF GARDEN CITY, FROM JCT. US HWY. 89 AND STATE ROUTE 16
 MR0245'ALONG HWY. 89.  AT BEAR LAKE SUMMIT, 60 FT. NORTH OF CENTERLINE HWY,
 MR0245'29 FT. NW OF 6X6 WOODEN POST RICH COUNTY LINE MARKER, 15 FT. HIGHER
 MR0245'THAN HWY-- BRASS TABLET SET IN CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0267 ***********************************************************************
 JM0267  DESIGNATION -  G 127
 JM0267  PID         -  JM0267
 JM0267  STATE/COUNTY-  UT/SAN JUAN
 JM0267  COUNTRY     -  US
 JM0267  USGS QUAD   -  LA SAL WEST (2017)
 JM0267
 JM0267                         *CURRENT SURVEY CONTROL
 JM0267  ______________________________________________________________________
 JM0267* NAD 83(1986) POSITION- 38 18 33.     (N) 109 16 18.     (W)   SCALED
 JM0267* NAVD 88 ORTHO HEIGHT -  2087.316 (meters)     6848.14  (feet) ADJUSTED
 JM0267  ______________________________________________________________________
 JM0267  GEOID HEIGHT    -        -18.566 (meters)                     GEOID18
 JM0267  DYNAMIC HEIGHT  -       2084.908 (meters)     6840.24  (feet) COMP
 JM0267  MODELED GRAVITY -    979,400.2   (mgal)                       NAVD 88
 JM0267
 JM0267  VERT ORDER      -  SECOND    CLASS 0
 JM0267
 JM0267.The horizontal coordinates were scaled from a map and have
 JM0267.an estimated accuracy of +/- 6 seconds.
 JM0267
 JM0267.The orthometric height was determined by differential leveling and
 JM0267.adjusted by the NATIONAL GEODETIC SURVEY
 JM0267.in June 1991.
 JM0267
 JM0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0267.GEOID18 height accuracy estimate available here.
 JM0267
 JM0267.Click photographs - Photos may exist for this station.
 JM0267
 JM0267.The dynamic height is computed by dividing the NAVD 88
 JM0267.geopotential number by the normal gravity value computed on the
 JM0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0267.degrees latitude (g = 980.6199 gals.).
 JM0267
 JM0267.The modeled gravity was interpolated from observed gravity values.
 JM0267
 JM0267;                    North         East    Units  Estimated Accuracy
 JM0267;SPC UT S     - 3,184,620.      694,880.      MT  (+/- 180 meters Scaled)
 JM0267
 JM0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH511415(NAD 83)
 JM0267
 JM0267                          SUPERSEDED SURVEY CONTROL
 JM0267
 JM0267  NGVD 29 (??/??/92) 2086.169  (m)         6844.37   (f) ADJ UNCH    2 0
 JM0267
 JM0267.Superseded values are not recommended for survey control.
 JM0267
 JM0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0267.See file dsdata.pdf to determine how the superseded data were derived.
 JM0267
 JM0267_MARKER: DB = BENCH MARK DISK
 JM0267_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JM0267_STAMPING: G 127 1934
 JM0267_MARK LOGO: CGS
 JM0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0267
 JM0267  HISTORY     - Date     Condition        Report By
 JM0267  HISTORY     - 1934     MONUMENTED       CGS
 JM0267  HISTORY     - 1982     GOOD             USGS
 JM0267
 JM0267                          STATION DESCRIPTION
 JM0267
 JM0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0267'1.2 MI W FROM LA SAL.
 JM0267'1.2 MILES WEST ALONG STATE HIGHWAY 46 FROM THE POST OFFICE AT LA SAL,
 JM0267'SAN JUAN COUNTY, 0.3 MILE NORTH OF THE PUBLIC SCHOOL, 900 FEET NORTH
 JM0267'OF THE FRED N. POWERS RANCH HOUSE IN 1938, 570 FEET WEST OF A 4-INCH
 JM0267'WINDMILL IRRIGATION PUMP, 130 FEET SOUTHWEST OF THE INTERSECTION OF A
 JM0267'PRIVATE ROW OF POLES AND THE MAIN ROW OF POLES, 75 FEET SOUTH OF THE
 JM0267'CENTERLINE OF THE HIGHWAY, AND 66 FEET WEST OF THE CENTERLINE OF THE
 JM0267'ROAD LEADING TO THE PUBLIC SCHOOL.  A STANDARD DISK, STAMPED G 127
 JM0267'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE--  THE WINDMILL AND
 JM0267'THE ROW OF POLES HAVE DISAPPEARED AND REFERENCE TO THEM SHOULD BE
 JM0267'DELETED.  WHAT PRESUMABLY WAS THE LASAL SCHOOL IS FALLING TO PIECES
 JM0267'AND MUST HAVE BEEN ABANDONED OVER 10 YEARS AGO.  NOTE-- HIGHWAY HAS
 JM0267'BEEN RELOCATED SLIGHTLY AND BENCH MARK IS ABOUT 65 FEET SOUTH OF
 JM0267'CENTER LINE, AND 13 FEET SOUTH OF THE RIGHT OF WAY FENCE.
 JM0267
 JM0267                          STATION RECOVERY (1982)
 JM0267
 JM0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0267'LA SAL UTAH 1.2 MILES WEST ALONG STATE HIGHWAY 46 FROM THE POST
 JM0267'OFFICE IN LA SAL, UTAH. AND 74 FEET SOUTH OF CENTERLINE OF HIGHWAY.
 JM0267'SET IN A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0338 ***********************************************************************
 HN0338  DESIGNATION -  G 13
 HN0338  PID         -  HN0338
 HN0338  STATE/COUNTY-  UT/KANE
 HN0338  COUNTRY     -  US
 HN0338  USGS QUAD   -  HALL MESA (2017)
 HN0338
 HN0338                         *CURRENT SURVEY CONTROL
 HN0338  ______________________________________________________________________
 HN0338* NAD 83(1986) POSITION- 37 30 55.     (N) 110 47 31.     (W)   SCALED
 HN0338* NAVD 88 ORTHO HEIGHT -  1097.342 (meters)     3600.20  (feet) POSTED
 HN0338  ______________________________________________________________________
 HN0338  GEOID HEIGHT    -        -22.325 (meters)                     GEOID18
 HN0338  DYNAMIC HEIGHT  -       1096.12  (meters)     3596.2   (feet) COMP
 HN0338  MODELED GRAVITY -    979,478.3   (mgal)                       NAVD 88
 HN0338
 HN0338  VERT ORDER      -  * POSTED, SEE BELOW
 HN0338
 HN0338.The horizontal coordinates were scaled from a map and have
 HN0338.an estimated accuracy of +/- 6 seconds.
 HN0338
 HN0338.The orthometric height was determined by differential leveling
 HN0338.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0338
 HN0338.* This is a POSTED BENCH MARK height.
 HN0338
 HN0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0338.GEOID18 height accuracy estimate available here.
 HN0338
 HN0338.Click photographs - Photos may exist for this station.
 HN0338
 HN0338.The dynamic height is computed by dividing the NAVD 88
 HN0338.geopotential number by the normal gravity value computed on the
 HN0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0338.degrees latitude (g = 980.6199 gals.).
 HN0338
 HN0338.The modeled gravity was interpolated from observed gravity values.
 HN0338
 HN0338;                    North         East    Units  Estimated Accuracy
 HN0338;SPC UT S     - 3,094,420.      562,590.      MT  (+/- 180 meters Scaled)
 HN0338
 HN0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG183520(NAD 83)
 HN0338
 HN0338                          SUPERSEDED SURVEY CONTROL
 HN0338
 HN0338  NGVD 29 (??/??/92) 1096.303  (m)         3596.79   (f) ADJ UNCH    1 2
 HN0338
 HN0338.Superseded values are not recommended for survey control.
 HN0338
 HN0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0338.See file dsdata.pdf to determine how the superseded data were derived.
 HN0338
 HN0338_MARKER: DB = BENCH MARK DISK
 HN0338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HN0338_SP_SET: SLOPING WALL
 HN0338_STAMPING: G 13 1921
 HN0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0338
 HN0338  HISTORY     - Date     Condition        Report By
 HN0338  HISTORY     - 1921     MONUMENTED       CGS
 HN0338
 HN0338                          STATION DESCRIPTION
 HN0338
 HN0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 HN0338'2.5 MI S FROM BAKER RANCH.
 HN0338'2-1/2 MILES SOUTH ALONG THE HALLS CROSSING ROAD FROM BAKER RANCH, KANE
 HN0338'COUNTY, 200 FEET SOUTH OF THE CROSSING OF A WASH (DOWN THE WASH), IN
 HN0338'THE NORTH SLOPING WALL OF THE WASH, NEAR A CAIRN, AND ABOUT 12 FEET
 HN0338'HIGHER THAN THE BED OF THE WASH.  A STANDARD DISK, STAMPED G 13 1921.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0189 ***********************************************************************
 KN0189  DESIGNATION -  G 131
 KN0189  PID         -  KN0189
 KN0189  STATE/COUNTY-  UT/CARBON
 KN0189  COUNTRY     -  US
 KN0189  USGS QUAD   -  WATTIS (2017)
 KN0189
 KN0189                         *CURRENT SURVEY CONTROL
 KN0189  ______________________________________________________________________
 KN0189* NAD 83(1986) POSITION- 39 37 22.     (N) 111 01 58.     (W)   SCALED
 KN0189* NAVD 88 ORTHO HEIGHT -  2088.493 (meters)     6852.00  (feet) ADJUSTED
 KN0189  ______________________________________________________________________
 KN0189  GEOID HEIGHT    -        -16.090 (meters)                     GEOID18
 KN0189  DYNAMIC HEIGHT  -       2086.274 (meters)     6844.72  (feet) COMP
 KN0189  MODELED GRAVITY -    979,489.9   (mgal)                       NAVD 88
 KN0189
 KN0189  VERT ORDER      -  SECOND    CLASS 0
 KN0189
 KN0189.The horizontal coordinates were scaled from a map and have
 KN0189.an estimated accuracy of +/- 6 seconds.
 KN0189
 KN0189.The orthometric height was determined by differential leveling and
 KN0189.adjusted by the NATIONAL GEODETIC SURVEY
 KN0189.in June 1991.
 KN0189
 KN0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0189.GEOID18 height accuracy estimate available here.
 KN0189
 KN0189.Click photographs - Photos may exist for this station.
 KN0189
 KN0189.The dynamic height is computed by dividing the NAVD 88
 KN0189.geopotential number by the normal gravity value computed on the
 KN0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0189.degrees latitude (g = 980.6199 gals.).
 KN0189
 KN0189.The modeled gravity was interpolated from observed gravity values.
 KN0189
 KN0189;                    North         East    Units  Estimated Accuracy
 KN0189;SPC UT C     - 2,143,260.      540,110.      MT  (+/- 180 meters Scaled)
 KN0189
 KN0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ971858(NAD 83)
 KN0189
 KN0189                          SUPERSEDED SURVEY CONTROL
 KN0189
 KN0189  NGVD 29 (??/??/92) 2087.269  (m)         6847.98   (f) ADJ UNCH    2 0
 KN0189
 KN0189.Superseded values are not recommended for survey control.
 KN0189
 KN0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0189.See file dsdata.pdf to determine how the superseded data were derived.
 KN0189
 KN0189_MARKER: DB = BENCH MARK DISK
 KN0189_SETTING: 66 = SET IN ROCK OUTCROP
 KN0189_STAMPING: G 131 1935
 KN0189_MARK LOGO: CGS
 KN0189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0189+STABILITY: POSITION/ELEVATION WELL
 KN0189
 KN0189  HISTORY     - Date     Condition        Report By
 KN0189  HISTORY     - 1935     MONUMENTED       CGS
 KN0189  HISTORY     - 1974     GOOD             USGS
 KN0189
 KN0189                          STATION DESCRIPTION
 KN0189
 KN0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0189'9.5 MI E FROM CLEAR CREEK.
 KN0189'ABOUT 9.5 MILES EAST ALONG A TRAIL FROM A SCHOOL AT CLEAR CREEK,
 KN0189'CARBON COUNTY, ABOUT 2.0 MILES SOUTHEAST OF THE OMANS RANCH, ABOUT 300
 KN0189'YARDS WEST OF A SHARP CANYON CURVE TO THE RIGHT, ABOUT 75 FEET NORTH
 KN0189'OF THE CENTER LINE OF A WATER COURSE, ABOUT 60 FEET WEST OF A HUGE
 KN0189'BOULDER, 3 FEET NORTH OF THE TRAIL, AND IN THE TOP OF A 1-1/2- BY 4-
 KN0189'BY 5-FOOT ROCK OUTCROP, PAINTED U.S.B.M. AND SURROUNDED BY STONES. A
 KN0189'STANDARD DISK, STAMPED G 131 1935.
 KN0189
 KN0189                          STATION RECOVERY (1974)
 KN0189
 KN0189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KN0189'CLEAR CREEK, 1.5 MI. SOUTH AND 6.5 MI. EAST OF. NEAR CENTER OF
 KN0189'SECTION 9, T 14S, R8E, IN BOB WRIGHT CANYON, APPROXIMATELY 900 FT.
 KN0189'WEST OF A SHARP CANYON CURVE TO THE RIGHT, 75 FT. NORTH OF WATER
 KN0189'COURSE, 66 FT. WEST OF A HUGE BOULDER, 3 FT. NORTH OF FOOT TRAIL, IN
 KN0189'THE TOP OF A 4 BY 5 FT. ROCK PROJECTING 1.5 FT., STANDARD DISK,
 KN0189'STAMPED G 131, 1935.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0291 ***********************************************************************
 MR0291  DESIGNATION -  G 132
 MR0291  PID         -  MR0291
 MR0291  STATE/COUNTY-  UT/SUMMIT
 MR0291  COUNTRY     -  US
 MR0291  USGS QUAD   -  WAHSATCH (2017)
 MR0291
 MR0291                         *CURRENT SURVEY CONTROL
 MR0291  ______________________________________________________________________
 MR0291* NAD 83(1986) POSITION- 41 13 23.     (N) 111 05 30.     (W)   SCALED
 MR0291* NAVD 88 ORTHO HEIGHT -  2063.969 (meters)     6771.54  (feet) ADJUSTED
 MR0291  ______________________________________________________________________
 MR0291  GEOID HEIGHT    -        -15.329 (meters)                     GEOID18
 MR0291  DYNAMIC HEIGHT  -       2062.065 (meters)     6765.29  (feet) COMP
 MR0291  MODELED GRAVITY -    979,627.4   (mgal)                       NAVD 88
 MR0291
 MR0291  VERT ORDER      -  FIRST     CLASS II
 MR0291
 MR0291.The horizontal coordinates were scaled from a map and have
 MR0291.an estimated accuracy of +/- 6 seconds.
 MR0291
 MR0291.The orthometric height was determined by differential leveling and
 MR0291.adjusted by the NATIONAL GEODETIC SURVEY
 MR0291.in June 1991.
 MR0291
 MR0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0291.GEOID18 height accuracy estimate available here.
 MR0291
 MR0291.Click photographs - Photos may exist for this station.
 MR0291
 MR0291.The dynamic height is computed by dividing the NAVD 88
 MR0291.geopotential number by the normal gravity value computed on the
 MR0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0291.degrees latitude (g = 980.6199 gals.).
 MR0291
 MR0291.The modeled gravity was interpolated from observed gravity values.
 MR0291
 MR0291;                    North         East    Units  Estimated Accuracy
 MR0291;SPC UT N     - 1,098,880.      534,240.      MT  (+/- 180 meters Scaled)
 MR0291
 MR0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL923635(NAD 83)
 MR0291
 MR0291                          SUPERSEDED SURVEY CONTROL
 MR0291
 MR0291  NGVD 29 (??/??/92) 2062.552  (m)         6766.89   (f) SUPERSEDED  1 2
 MR0291  NGVD 29 (06/08/92) 2062.678  (m)         6767.30   (f) ADJUSTED    1 2
 MR0291
 MR0291.Superseded values are not recommended for survey control.
 MR0291
 MR0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0291.See file dsdata.pdf to determine how the superseded data were derived.
 MR0291
 MR0291_MARKER: DB = BENCH MARK DISK
 MR0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0291_STAMPING: G 132 1958
 MR0291_MARK LOGO: CGS
 MR0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0291+STABILITY: SURFACE MOTION
 MR0291
 MR0291  HISTORY     - Date     Condition        Report By
 MR0291  HISTORY     - 1958     MONUMENTED       CGS
 MR0291  HISTORY     - 1983     GOOD             NGS
 MR0291
 MR0291                          STATION DESCRIPTION
 MR0291
 MR0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0291'1.6 MI NE FROM WAHSATCH.
 MR0291'ABOUT 1.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0291'STATION AT WAHSATCH, 21 FEET EAST OF THE 1ST POLE NORTHEAST OF
 MR0291'MILEPOST 926, 90 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 6 FEET
 MR0291'SOUTHEAST OF THE RIGHT OF WAY FENCE, 2 FEET SOUTHWEST OF A METAL
 MR0291'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE
 MR0291'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 MR0291
 MR0291                          STATION RECOVERY (1983)
 MR0291
 MR0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0291'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0896 ***********************************************************************
 MR0896  DESIGNATION -  G 134 RESET
 MR0896  PID         -  MR0896
 MR0896  STATE/COUNTY-  UT/WEBER
 MR0896  COUNTRY     -  US
 MR0896  USGS QUAD   -  OGDEN (2017)
 MR0896
 MR0896                         *CURRENT SURVEY CONTROL
 MR0896  ______________________________________________________________________
 MR0896* NAD 83(1986) POSITION- 41 09 19.     (N) 111 58 44.     (W)   SCALED
 MR0896* NAVD 88 ORTHO HEIGHT -  1347.17  (meters)     4419.8   (feet) RESET
 MR0896  ______________________________________________________________________
 MR0896  GEOID HEIGHT    -        -16.765 (meters)                     GEOID18
 MR0896  VERT ORDER      -  THIRD
 MR0896
 MR0896.The horizontal coordinates were scaled from a map and have
 MR0896.an estimated accuracy of +/- 6 seconds.
 MR0896
 MR0896.The orthometric height was computed from unverified reset data.
 MR0896
 MR0896.No vertical observational check was made to the station.
 MR0896
 MR0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0896.GEOID18 height accuracy estimate available here.
 MR0896
 MR0896.Click photographs - Photos may exist for this station.
 MR0896
 MR0896;                    North         East    Units  Estimated Accuracy
 MR0896;SPC UT N     - 1,091,390.      459,810.      MT  (+/- 180 meters Scaled)
 MR0896
 MR0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL178564(NAD 83)
 MR0896
 MR0896                          SUPERSEDED SURVEY CONTROL
 MR0896
 MR0896  NGVD 29 (07/25/12) 1346.11   (m)         4416.4    (f) RESET       3  
 MR0896
 MR0896.Superseded values are not recommended for survey control.
 MR0896
 MR0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0896.See file dsdata.pdf to determine how the superseded data were derived.
 MR0896
 MR0896_MARKER: DV = VERTICAL CONTROL DISK
 MR0896_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MR0896_SP_SET: PIER
 MR0896_STAMPING: G 134 RESET 1977
 MR0896_MARK LOGO: NGS
 MR0896_MAGNETIC: N = NO MAGNETIC MATERIAL
 MR0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0896
 MR0896  HISTORY     - Date     Condition        Report By
 MR0896  HISTORY     - 1977     MONUMENTED       UPRR
 MR0896
 MR0896                          STATION DESCRIPTION
 MR0896
 MR0896'DESCRIBED BY UNION PACIFIC RAILROAD 1977
 MR0896'5.3 MILES (8.5 KM) SOUTH OF THE UNION PACIFIC RAILROAD FROM THE
 MR0896'STATION IN OGDEN, 11 POLES NORTH OF RR MP 987, 24.5 FEET (7.5 M)
 MR0896'NORTHWEST OF MP MARKER 987.25, AND 40 FEET (12.2 M) NORTH OF NEAREST
 MR0896'RAIL, SET IN TOP OF CONCRETE PIER, WITNESS BY METAL FENCE POST 2 FEET
 MR0896'(0.6 M) NORTH, 140.3 FEET (42.8 M) NORTHEAST OF 1958 G-134 LOCATION
 MR0896'ABOUT 7 FEET (2.1 M) BELOW T/R.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0356 ***********************************************************************
 MR0356  DESIGNATION -  G 135
 MR0356  PID         -  MR0356
 MR0356  STATE/COUNTY-  UT/MORGAN
 MR0356  COUNTRY     -  US
 MR0356  USGS QUAD   -  MORGAN (2017)
 MR0356
 MR0356                         *CURRENT SURVEY CONTROL
 MR0356  ______________________________________________________________________
 MR0356* NAD 83(1986) POSITION- 41 02 27.     (N) 111 39 51.     (W)   SCALED
 MR0356* NAVD 88 ORTHO HEIGHT -  1550.110 (meters)     5085.65  (feet) ADJUSTED
 MR0356  ______________________________________________________________________
 MR0356  GEOID HEIGHT    -        -16.138 (meters)                     GEOID18
 MR0356  DYNAMIC HEIGHT  -       1548.817 (meters)     5081.41  (feet) COMP
 MR0356  MODELED GRAVITY -    979,736.3   (mgal)                       NAVD 88
 MR0356
 MR0356  VERT ORDER      -  FIRST     CLASS II
 MR0356
 MR0356.The horizontal coordinates were scaled from a map and have
 MR0356.an estimated accuracy of +/- 6 seconds.
 MR0356
 MR0356.The orthometric height was determined by differential leveling and
 MR0356.adjusted by the NATIONAL GEODETIC SURVEY
 MR0356.in June 1991.
 MR0356
 MR0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0356.GEOID18 height accuracy estimate available here.
 MR0356
 MR0356.Click photographs - Photos may exist for this station.
 MR0356
 MR0356.The dynamic height is computed by dividing the NAVD 88
 MR0356.geopotential number by the normal gravity value computed on the
 MR0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0356.degrees latitude (g = 980.6199 gals.).
 MR0356
 MR0356.The modeled gravity was interpolated from observed gravity values.
 MR0356
 MR0356;                    North         East    Units  Estimated Accuracy
 MR0356;SPC UT N     - 1,078,580.      486,200.      MT  (+/- 180 meters Scaled)
 MR0356
 MR0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL441435(NAD 83)
 MR0356
 MR0356                          SUPERSEDED SURVEY CONTROL
 MR0356
 MR0356  NGVD 29 (??/??/92) 1548.912  (m)         5081.72   (f) ADJ UNCH    1 2
 MR0356
 MR0356.Superseded values are not recommended for survey control.
 MR0356
 MR0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0356.See file dsdata.pdf to determine how the superseded data were derived.
 MR0356
 MR0356_MARKER: DB = BENCH MARK DISK
 MR0356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0356_SP_SET: ABUTMENT
 MR0356_STAMPING: G 135 1958
 MR0356_MARK LOGO: CGS
 MR0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0356
 MR0356  HISTORY     - Date     Condition        Report By
 MR0356  HISTORY     - 1958     MONUMENTED       CGS
 MR0356  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0356  HISTORY     - 20101211 MARK NOT FOUND   GEOCAC
 MR0356
 MR0356                          STATION DESCRIPTION
 MR0356
 MR0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0356'0.4 MI E FROM MORGAN.
 MR0356'ABOUT 0.4 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0356'AT MORGAN, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT
 MR0356'OF OVERPASS NUMBER 967.63, AND ABOUT 8 FEET SOUTH OF THE NEAR RAIL.
 MR0356
 MR0356                          STATION RECOVERY (1983)
 MR0356
 MR0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0356'MARK NOT FOUND.
 MR0356
 MR0356                          STATION RECOVERY (2010)
 MR0356
 MR0356'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 MR0356'THERE IS A NEW STRUCTURE AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0322 ***********************************************************************
 MR0322  DESIGNATION -  G 136
 MR0322  PID         -  MR0322
 MR0322  STATE/COUNTY-  UT/SUMMIT
 MR0322  COUNTRY     -  US
 MR0322  USGS QUAD   -  HEINERS CREEK (2017)
 MR0322
 MR0322                         *CURRENT SURVEY CONTROL
 MR0322  ______________________________________________________________________
 MR0322* NAD 83(1986) POSITION- 41 01 00.     (N) 111 22 09.     (W)   SCALED
 MR0322* NAVD 88 ORTHO HEIGHT -  1758.617 (meters)     5769.73  (feet) ADJUSTED
 MR0322  ______________________________________________________________________
 MR0322  GEOID HEIGHT    -        -15.849 (meters)                     GEOID18
 MR0322  DYNAMIC HEIGHT  -       1757.040 (meters)     5764.56  (feet) COMP
 MR0322  MODELED GRAVITY -    979,665.8   (mgal)                       NAVD 88
 MR0322
 MR0322  VERT ORDER      -  FIRST     CLASS II
 MR0322
 MR0322.The horizontal coordinates were scaled from a map and have
 MR0322.an estimated accuracy of +/- 6 seconds.
 MR0322
 MR0322.The orthometric height was determined by differential leveling and
 MR0322.adjusted by the NATIONAL GEODETIC SURVEY
 MR0322.in June 1991.
 MR0322
 MR0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0322.GEOID18 height accuracy estimate available here.
 MR0322
 MR0322.Click photographs - Photos may exist for this station.
 MR0322
 MR0322.The dynamic height is computed by dividing the NAVD 88
 MR0322.geopotential number by the normal gravity value computed on the
 MR0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0322.degrees latitude (g = 980.6199 gals.).
 MR0322
 MR0322.The modeled gravity was interpolated from observed gravity values.
 MR0322
 MR0322;                    North         East    Units  Estimated Accuracy
 MR0322;SPC UT N     - 1,075,890.      511,010.      MT  (+/- 180 meters Scaled)
 MR0322
 MR0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL689406(NAD 83)
 MR0322
 MR0322                          SUPERSEDED SURVEY CONTROL
 MR0322
 MR0322  NGVD 29 (??/??/92) 1757.288  (m)         5765.37   (f) SUPERSEDED  1 2
 MR0322  NGVD 29 (06/08/92) 1757.401  (m)         5765.74   (f) ADJUSTED    1 2
 MR0322
 MR0322.Superseded values are not recommended for survey control.
 MR0322
 MR0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0322.See file dsdata.pdf to determine how the superseded data were derived.
 MR0322
 MR0322_MARKER: DB = BENCH MARK DISK
 MR0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0322_STAMPING: G 136 1958
 MR0322_MARK LOGO: CGS
 MR0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0322+STABILITY: SURFACE MOTION
 MR0322
 MR0322  HISTORY     - Date     Condition        Report By
 MR0322  HISTORY     - 1958     MONUMENTED       CGS
 MR0322  HISTORY     - 1983     GOOD             NGS
 MR0322
 MR0322                          STATION DESCRIPTION
 MR0322
 MR0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0322'5.35 MI NE FROM ECHO.
 MR0322'ABOUT 5.35 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0322'STATION AT ECHO, 15 TELEPHONE POLES SOUTHWEST OF MILE POST 947, ABOUT
 MR0322'200 FEET WEST OF THE NEAR RAIL, 95 FEET WEST OF THE CENTER LINE OF U.
 MR0322'S. HIGHWAY 30S, IN A SMALL CLEARING BETWEEN THE HIGHWAY AND A BLUFF,
 MR0322'117 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET EAST OF A FENCE, 2 FEET
 MR0322'SOUTH OF A METAL WITNESS POST, ABOUT 7 FEET ABOVE THE HIGHWAY, AND IN
 MR0322'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 MR0322
 MR0322                          STATION RECOVERY (1983)
 MR0322
 MR0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0322'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0080 ***********************************************************************
 HO0080  DESIGNATION -  G 137
 HO0080  PID         -  HO0080
 HO0080  STATE/COUNTY-  UT/KANE
 HO0080  COUNTRY     -  US
 HO0080  USGS QUAD   -  THOMPSON POINT (2017)
 HO0080
 HO0080                         *CURRENT SURVEY CONTROL
 HO0080  ______________________________________________________________________
 HO0080* NAD 83(1986) POSITION- 37 01 25.4    (N) 112 26 03.3    (W)   HD_HELD2
 HO0080* NAVD 88 ORTHO HEIGHT -  1571.654 (meters)     5156.33  (feet) ADJUSTED
 HO0080  ______________________________________________________________________
 HO0080  GEOID HEIGHT    -        -22.128 (meters)                     GEOID18
 HO0080  DYNAMIC HEIGHT  -       1569.831 (meters)     5150.35  (feet) COMP
 HO0080  MODELED GRAVITY -    979,416.1   (mgal)                       NAVD 88
 HO0080
 HO0080  VERT ORDER      -  FIRST     CLASS II
 HO0080
 HO0080.The horizontal coordinates were established by autonomous hand held GPS
 HO0080.observations and have an estimated accuracy of +/- 10 meters.
 HO0080
 HO0080.The orthometric height was determined by differential leveling and
 HO0080.adjusted by the NATIONAL GEODETIC SURVEY
 HO0080.in June 1991.
 HO0080
 HO0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0080.GEOID18 height accuracy estimate available here.
 HO0080
 HO0080.Click photographs - Photos may exist for this station.
 HO0080
 HO0080.The dynamic height is computed by dividing the NAVD 88
 HO0080.geopotential number by the normal gravity value computed on the
 HO0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0080.degrees latitude (g = 980.6199 gals.).
 HO0080
 HO0080.The modeled gravity was interpolated from observed gravity values.
 HO0080
 HO0080;                    North         East    Units  Estimated Accuracy
 HO0080;SPC UT S     - 3,040,043.      416,865.      MT  (+/- 10 meters HH2 GPS)
 HO0080
 HO0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF7242298465(NAD 83)
 HO0080
 HO0080                          SUPERSEDED SURVEY CONTROL
 HO0080
 HO0080  NGVD 29 (??/??/92) 1570.641  (m)         5153.01   (f) ADJ UNCH    1 2
 HO0080
 HO0080.Superseded values are not recommended for survey control.
 HO0080
 HO0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0080.See file dsdata.pdf to determine how the superseded data were derived.
 HO0080
 HO0080_MARKER: DB = BENCH MARK DISK
 HO0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0080_STAMPING: G 137 1962
 HO0080_MARK LOGO: CGS
 HO0080_PROJECTION: PROJECTING 10 CENTIMETERS
 HO0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0080+STABILITY: SURFACE MOTION
 HO0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0080+SATELLITE: SATELLITE OBSERVATIONS - December 25, 2006
 HO0080
 HO0080  HISTORY     - Date     Condition        Report By
 HO0080  HISTORY     - 1962     MONUMENTED       CGS
 HO0080  HISTORY     - 1983     GOOD             NGS
 HO0080  HISTORY     - 20061225 GOOD             INDIV
 HO0080
 HO0080                          STATION DESCRIPTION
 HO0080
 HO0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0080'6.1 MI E FROM KANAB.
 HO0080'ABOUT 6.1 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY SAINTS
 HO0080'CHURCH AT KANAB, 0.15 MILE WEST OF A METAL TUBE CULVERT, 0.2 MILE WEST
 HO0080'OF THE JUNCTION OF THE HIGHWAY AND A DIRT ROAD LEADING SOUTH, 136 FEET
 HO0080'SOUTHEAST AND ACROSS THE HIGHWAY FROM A TELEPHONE POLE NUMBERED 95, 76
 HO0080'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET NORTH OF A
 HO0080'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 HO0080'OF A CONCRETE POST PROJECTING 4 INCHES.
 HO0080
 HO0080                          STATION RECOVERY (1983)
 HO0080
 HO0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0080'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.3 KM
 HO0080'(5.8 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0080'SAINTS IN KANAB, 0.6 KM (0.4 MI) EAST OF THE Y-JUNCTION OF THE OLD
 HO0080'HIGHWAY LEADING WEST, 0.45 KM (0.3 MI) EAST OF HIGHWAY MILEPOST 59,
 HO0080'40.8 METERS (134 FT) NORTH OF THE HIGHWAY CENTERLINE, 103.4 METERS
 HO0080'(340 FT) WEST OF THE WEST END OF THE NORTH HEADWALL FOR A 76-INCH
 HO0080'CORRUGATED METAL PIPE CULVERT, 23.1 METERS (76 FT) SOUTH OF THE OLD
 HO0080'HIGHWAY CENTERLINE, 10.0 METERS (33 FT) NORTH OF THE RIGHT OF WAY
 HO0080'FENCE.
 HO0080'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 HO0080'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HO0080
 HO0080                          STATION RECOVERY (2006)
 HO0080
 HO0080'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RW)
 HO0080'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0100 ***********************************************************************
 HO0100  DESIGNATION -  G 138
 HO0100  PID         -  HO0100
 HO0100  STATE/COUNTY-  UT/KANE
 HO0100  COUNTRY     -  US
 HO0100  USGS QUAD   -  PETRIFIED HOLLOW (2017)
 HO0100
 HO0100                         *CURRENT SURVEY CONTROL
 HO0100  ______________________________________________________________________
 HO0100* NAD 83(1986) POSITION- 37 06 18.0    (N) 112 07 30.4    (W)   HD_HELD2
 HO0100* NAVD 88 ORTHO HEIGHT -  1668.605 (meters)     5474.41  (feet) ADJUSTED
 HO0100  ______________________________________________________________________
 HO0100  GEOID HEIGHT    -        -22.155 (meters)                     GEOID18
 HO0100  DYNAMIC HEIGHT  -       1666.633 (meters)     5467.95  (feet) COMP
 HO0100  MODELED GRAVITY -    979,390.6   (mgal)                       NAVD 88
 HO0100
 HO0100  VERT ORDER      -  FIRST     CLASS II
 HO0100
 HO0100.The horizontal coordinates were established by autonomous hand held GPS
 HO0100.observations and have an estimated accuracy of +/- 10 meters.
 HO0100
 HO0100.The orthometric height was determined by differential leveling and
 HO0100.adjusted by the NATIONAL GEODETIC SURVEY
 HO0100.in June 1991.
 HO0100
 HO0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0100.GEOID18 height accuracy estimate available here.
 HO0100
 HO0100.Click photographs - Photos may exist for this station.
 HO0100
 HO0100.The dynamic height is computed by dividing the NAVD 88
 HO0100.geopotential number by the normal gravity value computed on the
 HO0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0100.degrees latitude (g = 980.6199 gals.).
 HO0100
 HO0100.The modeled gravity was interpolated from observed gravity values.
 HO0100
 HO0100;                    North         East    Units  Estimated Accuracy
 HO0100;SPC UT S     - 3,048,834.      444,434.      MT  (+/- 10 meters HH2 GPS)
 HO0100
 HO0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0002807112(NAD 83)
 HO0100
 HO0100                          SUPERSEDED SURVEY CONTROL
 HO0100
 HO0100  NGVD 29 (??/??/92) 1667.581  (m)         5471.06   (f) ADJ UNCH    1 2
 HO0100
 HO0100.Superseded values are not recommended for survey control.
 HO0100
 HO0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0100.See file dsdata.pdf to determine how the superseded data were derived.
 HO0100
 HO0100_MARKER: DB = BENCH MARK DISK
 HO0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0100_STAMPING: G 138 1962
 HO0100_MARK LOGO: CGS
 HO0100_PROJECTION: PROJECTING 15 CENTIMETERS
 HO0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0100+STABILITY: SURFACE MOTION
 HO0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0100+SATELLITE: SATELLITE OBSERVATIONS - December 25, 2006
 HO0100
 HO0100  HISTORY     - Date     Condition        Report By
 HO0100  HISTORY     - 1962     MONUMENTED       CGS
 HO0100  HISTORY     - 1983     GOOD             NGS
 HO0100  HISTORY     - 20061225 GOOD             INDIV
 HO0100
 HO0100                          STATION DESCRIPTION
 HO0100
 HO0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0100'25.05 MI E FROM KANAB.
 HO0100'ABOUT 25.05 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY
 HO0100'SAINTS CHURCH AT KANAB, 0.3 MILE SOUTHWEST OF MILEPOST NUMBER 25, AT
 HO0100'THE JUNCTION OF A PRIVATE ROAD LEADING EAST, 158 FEET SOUTHEAST OF THE
 HO0100'CENTERLINE OF THE HIGHWAY, 1.5 FEET NORTHWEST OF A FENCE, 1.5 FEET
 HO0100'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 HO0100'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HO0100
 HO0100                          STATION RECOVERY (1983)
 HO0100
 HO0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0100'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  39.35 KM
 HO0100'(24.65 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0100'SAINTS IN KANAB, 4.05 KM (2.5 MI) SOUTHWEST OF THE BRIDGE OVER THE
 HO0100'KITCHEN CORRAL WASH, 0.15 KM (0.1 MI) NORTHEAST OF MILEPOST 40,
 HO0100'48.1 METERS (158 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 6.2 METERS
 HO0100'(20.5 FT) NORTH OF THE CENTER OF A PRIVATE ROAD LEADING EAST,
 HO0100'4.2 METERS (14 FT) NORTHEAST OF THE NORTHEAST GATE POST FOR A PIPE
 HO0100'GATE, 0.45 METER (1.5 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 HO0100'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 HO0100'THE MARK IS 0.4 M BELOW THE HIGHWAY.
 HO0100
 HO0100                          STATION RECOVERY (2006)
 HO0100
 HO0100'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RW)
 HO0100'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0528 ***********************************************************************
 HN0528  DESIGNATION -  G 139
 HN0528  PID         -  HN0528
 HN0528  STATE/COUNTY-  UT/KANE
 HN0528  COUNTRY     -  US
 HN0528  USGS QUAD   -  BRIDGER POINT (2017)
 HN0528
 HN0528                         *CURRENT SURVEY CONTROL
 HN0528  ______________________________________________________________________
 HN0528* NAD 83(1986) POSITION- 37 06 13.9    (N) 111 51 27.4    (W)   HD_HELD2
 HN0528* NAVD 88 ORTHO HEIGHT -  1407.201 (meters)     4616.79  (feet) ADJUSTED
 HN0528  ______________________________________________________________________
 HN0528  GEOID HEIGHT    -        -22.789 (meters)                     GEOID18
 HN0528  DYNAMIC HEIGHT  -       1405.591 (meters)     4611.51  (feet) COMP
 HN0528  MODELED GRAVITY -    979,438.1   (mgal)                       NAVD 88
 HN0528
 HN0528  VERT ORDER      -  FIRST     CLASS II
 HN0528
 HN0528.The horizontal coordinates were established by autonomous hand held GPS
 HN0528.observations and have an estimated accuracy of +/- 10 meters.
 HN0528
 HN0528.The orthometric height was determined by differential leveling and
 HN0528.adjusted by the NATIONAL GEODETIC SURVEY
 HN0528.in June 1991.
 HN0528
 HN0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0528.GEOID18 height accuracy estimate available here.
 HN0528
 HN0528.Click photographs - Photos may exist for this station.
 HN0528
 HN0528.The dynamic height is computed by dividing the NAVD 88
 HN0528.geopotential number by the normal gravity value computed on the
 HN0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0528.degrees latitude (g = 980.6199 gals.).
 HN0528
 HN0528.The modeled gravity was interpolated from observed gravity values.
 HN0528
 HN0528;                    North         East    Units  Estimated Accuracy
 HN0528;SPC UT S     - 3,048,582.      468,211.      MT  (+/- 10 meters HH2 GPS)
 HN0528
 HN0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG2379606738(NAD 83)
 HN0528
 HN0528                          SUPERSEDED SURVEY CONTROL
 HN0528
 HN0528  NGVD 29 (??/??/92) 1406.247  (m)         4613.66   (f) ADJ UNCH    1 2
 HN0528
 HN0528.Superseded values are not recommended for survey control.
 HN0528
 HN0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0528.See file dsdata.pdf to determine how the superseded data were derived.
 HN0528
 HN0528_MARKER: DB = BENCH MARK DISK
 HN0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0528_STAMPING: G 139 1962
 HN0528_MARK LOGO: CGS
 HN0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0528+STABILITY: SURFACE MOTION
 HN0528
 HN0528  HISTORY     - Date     Condition        Report By
 HN0528  HISTORY     - 1962     MONUMENTED       CGS
 HN0528  HISTORY     - 1983     GOOD             NGS
 HN0528
 HN0528                          STATION DESCRIPTION
 HN0528
 HN0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0528'26.50 MI W FROM PAGE, AZ.
 HN0528'ABOUT 26.50 MILES WEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END OF
 HN0528'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.35 MILE NORTHEAST OF
 HN0528'MILEPOST NUMBER 46, 137 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 HN0528'2.5 FEET NORTH OF A FENCE, 1.7 FEET SOUTH OF A METAL WITNESS POST,
 HN0528'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 HN0528'CONCRETE POST PROJECTING 6 INCHES.
 HN0528
 HN0528                          STATION RECOVERY (1983)
 HN0528
 HN0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0528'RECOVERED IN GOOD CONDITION.  OMIT--0.35 MI NORTHEAST OF MILEPOST 46.
 HN0528'ADD--0.6 KM (0.4 MI) WEST OF MILEPOST 18.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0142 ***********************************************************************
 KM0142  DESIGNATION -  G 14
 KM0142  PID         -  KM0142
 KM0142  STATE/COUNTY-  UT/GRAND
 KM0142  COUNTRY     -  US
 KM0142  USGS QUAD   -  AGATE (2017)
 KM0142
 KM0142                         *CURRENT SURVEY CONTROL
 KM0142  ______________________________________________________________________
 KM0142* NAD 83(1986) POSITION- 39 04 39.8    (N) 109 09 43.5    (W)   HD_HELD2
 KM0142* NAVD 88 ORTHO HEIGHT -  1365.443 (meters)     4479.79  (feet) POSTED
 KM0142  ______________________________________________________________________
 KM0142  GEOID HEIGHT    -        -18.410 (meters)                     GEOID18
 KM0142  DYNAMIC HEIGHT  -       1364.14  (meters)     4475.5   (feet) COMP
 KM0142  MODELED GRAVITY -    979,624.2   (mgal)                       NAVD 88
 KM0142
 KM0142  VERT ORDER      -  * POSTED, SEE BELOW
 KM0142
 KM0142.The horizontal coordinates were established by autonomous hand held GPS
 KM0142.observations and have an estimated accuracy of +/- 10 meters.
 KM0142
 KM0142.The orthometric height was determined by differential leveling
 KM0142.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0142
 KM0142.* This is a POSTED BENCH MARK height.
 KM0142
 KM0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0142.GEOID18 height accuracy estimate available here.
 KM0142
 KM0142.Click photographs - Photos may exist for this station.
 KM0142
 KM0142.The dynamic height is computed by dividing the NAVD 88
 KM0142.geopotential number by the normal gravity value computed on the
 KM0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0142.degrees latitude (g = 980.6199 gals.).
 KM0142
 KM0142.The modeled gravity was interpolated from observed gravity values.
 KM0142
 KM0142;                    North         East    Units  Estimated Accuracy
 KM0142;SPC UT C     - 2,085,286.      702,278.      MT  (+/- 10 meters HH2 GPS)
 KM0142
 KM0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ5897927009(NAD 83)
 KM0142
 KM0142                          SUPERSEDED SURVEY CONTROL
 KM0142
 KM0142  NGVD 29 (??/??/92) 1364.409  (m)         4476.40   (f) ADJ UNCH    1 2
 KM0142
 KM0142.Superseded values are not recommended for survey control.
 KM0142
 KM0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0142.See file dsdata.pdf to determine how the superseded data were derived.
 KM0142
 KM0142_MARKER: DB = BENCH MARK DISK
 KM0142_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KM0142_SP_SET: CULVERT
 KM0142_STAMPING: 4476.399 G 14 1927
 KM0142_MARK LOGO: CGS
 KM0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0142
 KM0142  HISTORY     - Date     Condition        Report By
 KM0142  HISTORY     - 1927     MONUMENTED       CGS
 KM0142  HISTORY     - 1943     MARK NOT FOUND   CGS
 KM0142
 KM0142                          STATION DESCRIPTION
 KM0142
 KM0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KM0142'3.1 MIL W FROM WESTWATER.
 KM0142'3.1 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KM0142'WESTWATER, GRAND COUNTY, 20 YARDS EAST OF BLOCK SIGNAL 4916, AT A
 KM0142'CONCRETE CULVERT UNDER THE TRACK, IN THE TOP OF THE EAST END OF THE
 KM0142'NORTH HEADWALL, AND 12 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A
 KM0142'STANDARD DISK, STAMPED 4476.399 G 14 1927.  NOTE-- COVERED BY CINDER
 KM0142'BALLAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0074 ***********************************************************************
 HN0074  DESIGNATION -  G 140
 HN0074  PID         -  HN0074
 HN0074  STATE/COUNTY-  UT/SAN JUAN
 HN0074  COUNTRY     -  US
 HN0074  USGS QUAD   -  MOSS BACK BUTTE (2017)
 HN0074
 HN0074                         *CURRENT SURVEY CONTROL
 HN0074  ______________________________________________________________________
 HN0074* NAD 83(1986) POSITION- 37 32 14.     (N) 110 03 07.     (W)   SCALED
 HN0074* NAVD 88 ORTHO HEIGHT -  1830.009 (meters)     6003.95  (feet) ADJUSTED
 HN0074  ______________________________________________________________________
 HN0074  GEOID HEIGHT    -        -20.112 (meters)                     GEOID18
 HN0074  DYNAMIC HEIGHT  -       1827.886 (meters)     5996.99  (feet) COMP
 HN0074  MODELED GRAVITY -    979,404.9   (mgal)                       NAVD 88
 HN0074
 HN0074  VERT ORDER      -  FIRST     CLASS II
 HN0074
 HN0074.The horizontal coordinates were scaled from a map and have
 HN0074.an estimated accuracy of +/- 6 seconds.
 HN0074
 HN0074.The orthometric height was determined by differential leveling and
 HN0074.adjusted by the NATIONAL GEODETIC SURVEY
 HN0074.in June 1991.
 HN0074
 HN0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0074.GEOID18 height accuracy estimate available here.
 HN0074
 HN0074.Click photographs - Photos may exist for this station.
 HN0074
 HN0074.The dynamic height is computed by dividing the NAVD 88
 HN0074.geopotential number by the normal gravity value computed on the
 HN0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0074.degrees latitude (g = 980.6199 gals.).
 HN0074
 HN0074.The modeled gravity was interpolated from observed gravity values.
 HN0074
 HN0074;                    North         East    Units  Estimated Accuracy
 HN0074;SPC UT S     - 3,097,610.      627,970.      MT  (+/- 180 meters Scaled)
 HN0074
 HN0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG837548(NAD 83)
 HN0074
 HN0074                          SUPERSEDED SURVEY CONTROL
 HN0074
 HN0074  NGVD 29 (??/??/92) 1828.954  (m)         6000.49   (f) ADJ UNCH    1 2
 HN0074
 HN0074.Superseded values are not recommended for survey control.
 HN0074
 HN0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0074.See file dsdata.pdf to determine how the superseded data were derived.
 HN0074
 HN0074_MARKER: DB = BENCH MARK DISK
 HN0074_SETTING: 66 = SET IN ROCK OUTCROP
 HN0074_STAMPING: G 140 1962
 HN0074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0074+STABILITY: POSITION/ELEVATION WELL
 HN0074
 HN0074  HISTORY     - Date     Condition        Report By
 HN0074  HISTORY     - 1962     MONUMENTED       CGS
 HN0074  HISTORY     - 1982     GOOD             USGS
 HN0074  HISTORY     - 1982     GOOD             USGS
 HN0074
 HN0074                          STATION DESCRIPTION
 HN0074
 HN0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0074'15.25 MI S FROM FRY CANYON.
 HN0074'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0074'AT FRY CANYON.  THENCE 2.75 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 HN0074'118 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE ROAD, ON THE NORTH
 HN0074'RIM OF A NARROW ROCKY WASH, 3.3 FEET SOUTH-SOUTHEAST OF A ROCK CAIRN,
 HN0074'ABOUT LEVEL WITH THE ROAD, AND SET FLUSH IN THE TOP OF A ROCK OUTCROP
 HN0074'ON THE NORTH RIM OF THE WASH.
 HN0074
 HN0074                          STATION RECOVERY (1982)
 HN0074
 HN0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0074'ABOUT 12.0 MILES SOUTHEAST ALONG STATE HWY. 95 (BICENTENNIAL HWY),
 HN0074'FROM THE POST OFFICE AT FRY CANYON, THENCE 2.55 MILES SOUTHEAST ALONG
 HN0074'STATE HWY. 263, APPROX. 100 FEET SOUTHWEST OF A JUNCTION WITH THE OLD
 HN0074'HIGHWAY LEADING EAST, 170 FEET SOUTHEAST OF THE CENTERLINE OF THE
 HN0074'HIGHWAY, ON THE NORTH RIM OF A NARROW ROCKY WASH, 3 FEET SOUTHEAST OF
 HN0074'A ROCK CAIRN AND SET FLUSH IN THE TOP OF A ROCK OUTCROP.
 HN0074
 HN0074                          STATION RECOVERY (1982)
 HN0074
 HN0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0074'ABOUT 12.0 MILES SOUTHEAST ALONG STATE HWY. 95 (BICENTENNIAL HWY),
 HN0074'FROM THE POST OFFICE AT FRY CANYON, THENCE 2.55 MILES SOUTHEAST ALONG
 HN0074'STATE HWY. 263, APPROX. 100 FEET SOUTHWEST OF A JUNCTION WITH THE OLD
 HN0074'HIGHWAY LEADING EAST, 170 FEET SOUTHEAST OF THE CENTERLINE OF THE
 HN0074'HIGHWAY, ON THE NORTH RIM OF A NARROW ROCKY WASH, 3 FEET SOUTHEAST OF
 HN0074'A ROCK CAIRN AND SET FLUSH IN THE TOP OF A ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0162 ***********************************************************************
 HN0162  DESIGNATION -  G 141
 HN0162  PID         -  HN0162
 HN0162  STATE/COUNTY-  UT/SAN JUAN
 HN0162  COUNTRY     -  US
 HN0162  USGS QUAD   -  WHIRLWIND DRAW (2017)
 HN0162
 HN0162                         *CURRENT SURVEY CONTROL
 HN0162  ______________________________________________________________________
 HN0162* NAD 83(1986) POSITION- 37 21 08.     (N) 110 19 19.     (W)   SCALED
 HN0162* NAVD 88 ORTHO HEIGHT -  1329.256 (meters)     4361.07  (feet) ADJUSTED
 HN0162  ______________________________________________________________________
 HN0162  GEOID HEIGHT    -        -21.553 (meters)                     GEOID18
 HN0162  DYNAMIC HEIGHT  -       1327.789 (meters)     4356.25  (feet) COMP
 HN0162  MODELED GRAVITY -    979,481.3   (mgal)                       NAVD 88
 HN0162
 HN0162  VERT ORDER      -  FIRST     CLASS II
 HN0162
 HN0162.The horizontal coordinates were scaled from a map and have
 HN0162.an estimated accuracy of +/- 6 seconds.
 HN0162
 HN0162.The orthometric height was determined by differential leveling and
 HN0162.adjusted by the NATIONAL GEODETIC SURVEY
 HN0162.in June 1991.
 HN0162
 HN0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0162.GEOID18 height accuracy estimate available here.
 HN0162
 HN0162.Click photographs - Photos may exist for this station.
 HN0162
 HN0162.The dynamic height is computed by dividing the NAVD 88
 HN0162.geopotential number by the normal gravity value computed on the
 HN0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0162.degrees latitude (g = 980.6199 gals.).
 HN0162
 HN0162.The modeled gravity was interpolated from observed gravity values.
 HN0162
 HN0162;                    North         East    Units  Estimated Accuracy
 HN0162;SPC UT S     - 3,076,740.      604,370.      MT  (+/- 180 meters Scaled)
 HN0162
 HN0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG600341(NAD 83)
 HN0162
 HN0162                          SUPERSEDED SURVEY CONTROL
 HN0162
 HN0162  NGVD 29 (??/??/92) 1328.323  (m)         4358.01   (f) ADJ UNCH    1 2
 HN0162
 HN0162.Superseded values are not recommended for survey control.
 HN0162
 HN0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0162.See file dsdata.pdf to determine how the superseded data were derived.
 HN0162
 HN0162_MARKER: DB = BENCH MARK DISK
 HN0162_SETTING: 66 = SET IN ROCK OUTCROP
 HN0162_STAMPING: G 141 1962
 HN0162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0162+STABILITY: POSITION/ELEVATION WELL
 HN0162
 HN0162  HISTORY     - Date     Condition        Report By
 HN0162  HISTORY     - 1962     MONUMENTED       CGS
 HN0162
 HN0162                          STATION DESCRIPTION
 HN0162
 HN0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0162'37.8 MI S FROM FRY CANYON.
 HN0162'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH STATE HIGHWAY 95 FROM THE POST
 HN0162'OFFICE AT FRY CANYON.  THENCE 1.95 MILES SOUTHWEST ALONG A GRADED DIRT
 HN0162'ROAD.  THENCE 5.8 MILES SOUTHWEST ALONG A BULLDOZED ROAD LEADING TO
 HN0162'THE SAN JUAN RIVER, 67 FEET EAST OF THE CENTERLINE OF THE ROAD, 8.2
 HN0162'FEET NORTHEAST OF A METAL WITNESS POST, 2.0 FEET NORTHEAST OF A SMALL
 HN0162'ROCK CAIRN, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 HN0162'TOP OF A ROCK OUTCROP WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0126 ***********************************************************************
 HN0126  DESIGNATION -  G 142
 HN0126  PID         -  HN0126
 HN0126  STATE/COUNTY-  UT/SAN JUAN
 HN0126  COUNTRY     -  US
 HN0126  USGS QUAD   -  JACOBS MONUMENT (2017)
 HN0126
 HN0126                         *CURRENT SURVEY CONTROL
 HN0126  ______________________________________________________________________
 HN0126* NAD 83(1986) POSITION- 37 04 08.     (N) 110 22 50.     (W)   SCALED
 HN0126* NAVD 88 ORTHO HEIGHT -  1538.287 (meters)     5046.86  (feet) ADJUSTED
 HN0126  ______________________________________________________________________
 HN0126  GEOID HEIGHT    -        -21.385 (meters)                     GEOID18
 HN0126  DYNAMIC HEIGHT  -       1536.519 (meters)     5041.06  (feet) COMP
 HN0126  MODELED GRAVITY -    979,427.4   (mgal)                       NAVD 88
 HN0126
 HN0126  VERT ORDER      -  FIRST     CLASS II
 HN0126
 HN0126.The horizontal coordinates were scaled from a map and have
 HN0126.an estimated accuracy of +/- 6 seconds.
 HN0126
 HN0126.The orthometric height was determined by differential leveling and
 HN0126.adjusted by the NATIONAL GEODETIC SURVEY
 HN0126.in June 1991.
 HN0126
 HN0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0126.GEOID18 height accuracy estimate available here.
 HN0126
 HN0126.Click photographs - Photos may exist for this station.
 HN0126
 HN0126.The dynamic height is computed by dividing the NAVD 88
 HN0126.geopotential number by the normal gravity value computed on the
 HN0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0126.degrees latitude (g = 980.6199 gals.).
 HN0126
 HN0126.The modeled gravity was interpolated from observed gravity values.
 HN0126
 HN0126;                    North         East    Units  Estimated Accuracy
 HN0126;SPC UT S     - 3,045,240.      599,550.      MT  (+/- 180 meters Scaled)
 HN0126
 HN0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG550026(NAD 83)
 HN0126
 HN0126                          SUPERSEDED SURVEY CONTROL
 HN0126
 HN0126  NGVD 29 (??/??/92) 1537.357  (m)         5043.81   (f) ADJ UNCH    1 2
 HN0126
 HN0126.Superseded values are not recommended for survey control.
 HN0126
 HN0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0126.See file dsdata.pdf to determine how the superseded data were derived.
 HN0126
 HN0126_MARKER: DB = BENCH MARK DISK
 HN0126_SETTING: 66 = SET IN ROCK OUTCROP
 HN0126_STAMPING: G 142 1962
 HN0126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0126+STABILITY: POSITION/ELEVATION WELL
 HN0126
 HN0126  HISTORY     - Date     Condition        Report By
 HN0126  HISTORY     - 1962     MONUMENTED       CGS
 HN0126  HISTORY     - 1982     GOOD             USGS
 HN0126  HISTORY     - 1982     GOOD             USGS
 HN0126
 HN0126                          STATION DESCRIPTION
 HN0126
 HN0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0126'4.95 MI NW FROM OLJETO.
 HN0126'ABOUT 4.95 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0126'FROM THE TRADING POST AT OLJETO, 124 FEET SOUTHWEST OF THE CENTERLINE
 HN0126'OF THE DIRT ROAD, 33.5 FEET SOUTHWEST OF A METAL WITNESS POST, 32 FEET
 HN0126'SOUTHEAST OF A ROCK CAIRN, ABOUT 4 FEET ABOVE THE LEVEL OF THE DIRT
 HN0126'ROAD, AND SET IN THE TOP OF A SANDSTONE OUTCROP PROJECTING 12 INCHES.
 HN0126
 HN0126                          STATION RECOVERY (1982)
 HN0126
 HN0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0126'OLJETO, 4.95 MILE NORTHWEST, ABOUT 4.9 MILE NORTHWEST ALONG OLD ROAD.
 HN0126'LEADING TO PIUTE FARMS FROM THE TRADING POST AT OLJETO, 2.3 MILE
 HN0126'NORTH ALONG PAVED ROAD FROM THE OLJETO TRADING POST, THENCE 4.4 MILE
 HN0126'WEST ALONG A GRADED ROAD, 110 YARD SOUTH OF JUNCTION WITH OLD ROAD.
 HN0126'TO PIUTE FARMS, 90 YARD SOUTHWEST OF GRADED ROAD. 125 FT WEST OF AND
 HN0126'4 FT HIGHER THAN OLD ROAD, 75 FT NORTH OF A LONE JUNIPER TREE, 32 FT.
 HN0126'SOUTH OF A ROCK CAIRN, SET IN THE TOP OF A SANDSTONE OUTCROP
 HN0126'PROJECTING 12 INCHES. A STANDARD DISK.
 HN0126
 HN0126                          STATION RECOVERY (1982)
 HN0126
 HN0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0126'OLJETO, 4.95 MILE NORTHWEST, ABOUT 4.9 MILE NORTHWEST ALONG OLD ROAD.
 HN0126'LEADING TO PIUTE FARMS FROM THE TRADING POST AT OLJETO, 2.3 MILE
 HN0126'NORTH ALONG PAVED ROAD FROM THE OLJETO TRADING POST, THENCE 4.4 MILE
 HN0126'WEST ALONG A GRADED ROAD, 110 YARD SOUTH OF JUNCTION WITH OLD ROAD.
 HN0126'TO PIUTE FARMS, 90 YARD SOUTHWEST OF GRADED ROAD. 125 FT WEST OF AND
 HN0126'4 FT HIGHER THAN OLD ROAD, 75 FT NORTH OF A LONE JUNIPER TREE, 32 FT.
 HN0126'SOUTH OF A ROCK CAIRN, SET IN THE TOP OF A SANDSTONE OUTCROP
 HN0126'PROJECTING 12 INCHES. A STANDARD DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0141 ***********************************************************************
 HN0141  DESIGNATION -  G 143
 HN0141  PID         -  HN0141
 HN0141  STATE/COUNTY-  UT/SAN JUAN
 HN0141  COUNTRY     -  US
 HN0141  USGS QUAD   -  MONITOR BUTTE (2017)
 HN0141
 HN0141                         *CURRENT SURVEY CONTROL
 HN0141  ______________________________________________________________________
 HN0141* NAD 83(1986) POSITION- 37 13 41.     (N) 110 24 46.     (W)   SCALED
 HN0141* NAVD 88 ORTHO HEIGHT -  1179.212 (meters)     3868.80  (feet) ADJUSTED
 HN0141  ______________________________________________________________________
 HN0141  GEOID HEIGHT    -        -21.790 (meters)                     GEOID18
 HN0141  DYNAMIC HEIGHT  -       1177.947 (meters)     3864.65  (feet) COMP
 HN0141  MODELED GRAVITY -    979,518.2   (mgal)                       NAVD 88
 HN0141
 HN0141  VERT ORDER      -  FIRST     CLASS II
 HN0141
 HN0141.The horizontal coordinates were scaled from a map and have
 HN0141.an estimated accuracy of +/- 6 seconds.
 HN0141
 HN0141.The orthometric height was determined by differential leveling and
 HN0141.adjusted by the NATIONAL GEODETIC SURVEY
 HN0141.in June 1991.
 HN0141
 HN0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0141.GEOID18 height accuracy estimate available here.
 HN0141
 HN0141.Click photographs - Photos may exist for this station.
 HN0141
 HN0141.The dynamic height is computed by dividing the NAVD 88
 HN0141.geopotential number by the normal gravity value computed on the
 HN0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0141.degrees latitude (g = 980.6199 gals.).
 HN0141
 HN0141.The modeled gravity was interpolated from observed gravity values.
 HN0141
 HN0141;                    North         East    Units  Estimated Accuracy
 HN0141;SPC UT S     - 3,062,870.      596,480.      MT  (+/- 180 meters Scaled)
 HN0141
 HN0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG520203(NAD 83)
 HN0141
 HN0141                          SUPERSEDED SURVEY CONTROL
 HN0141
 HN0141  NGVD 29 (??/??/92) 1178.352  (m)         3865.98   (f) ADJ UNCH    1 2
 HN0141
 HN0141.Superseded values are not recommended for survey control.
 HN0141
 HN0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0141.See file dsdata.pdf to determine how the superseded data were derived.
 HN0141
 HN0141_MARKER: DB = BENCH MARK DISK
 HN0141_SETTING: 66 = SET IN ROCK OUTCROP
 HN0141_STAMPING: G 143 1962
 HN0141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0141+STABILITY: POSITION/ELEVATION WELL
 HN0141
 HN0141  HISTORY     - Date     Condition        Report By
 HN0141  HISTORY     - 1962     MONUMENTED       CGS
 HN0141  HISTORY     - 1982     GOOD             USGS
 HN0141  HISTORY     - 1982     GOOD             USGS
 HN0141
 HN0141                          STATION DESCRIPTION
 HN0141
 HN0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0141'17.55 MI NW FROM OLJATO.
 HN0141'ABOUT 17.15 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0141'FROM THE TRADING POST AT OLJATO.  THENCE 0.4 MILE EAST-NORTHEAST
 HN0141'ACROSS COUNTRY BY FOOT ONLY, 2.0 FEET NORTH OF A ROCK CAIRN WHICH IS
 HN0141'PAINTED WHITE, ABOUT 6 FEET ABOVE THE LEVEL OF THE GROUND, AND SET IN
 HN0141'THE TOP OF A LARGE ROCK OUTCROP.
 HN0141
 HN0141                          STATION RECOVERY (1982)
 HN0141
 HN0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0141'FROM THE TRADING POST AT OLJETO, 2.3 MILE N. ALONG PAVED ROAD. TO A
 HN0141'BLADED ROAD LEADING TO COPPER CANYON, WNW. ALONG BLADED ROAD. FOR 8.6
 HN0141'MILE TO A Y-RD. N LEADING TO PIUTE FARMS, N. ALONG ROAD. FOR 8.15 MI,
 HN0141'THENCE 0.335 MILE DUE ACROSS COUNTRY BY FOOT ONLY, 2.0 FT N. OF A
 HN0141'ROCK CAIRN WHICH IS PAINTED WHITE, ABOUT 6 FT ABOVE THE LEVEL OF THE
 HN0141'GROUND IN THE NW. CORNER OF THE NW. QUARTER AND APPROX. 800 FT SSE.
 HN0141'OF THE NW CORNER. OF SECTION 18, T. 41 S., R 14 E. A STANDARD DISK
 HN0141'SET IN THE TOP OF A LARGE ROCK OUTCROP.
 HN0141
 HN0141                          STATION RECOVERY (1982)
 HN0141
 HN0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0141'FROM THE TRADING POST AT OLJETO, 2.3 MILE N. ALONG PAVED ROAD. TO A
 HN0141'BLADED ROAD LEADING TO COPPER CANYON, WNW. ALONG BLADED ROAD. FOR 8.6
 HN0141'MILE TO A Y-RD. N LEADING TO PIUTE FARMS, N. ALONG ROAD. FOR 8.15 MI,
 HN0141'THENCE 0.335 MILE DUE ACROSS COUNTRY BY FOOT ONLY, 2.0 FT N. OF A
 HN0141'ROCK CAIRN WHICH IS PAINTED WHITE, ABOUT 6 FT ABOVE THE LEVEL OF THE
 HN0141'GROUND IN THE NW. CORNER OF THE NW. QUARTER AND APPROX. 800 FT SSE.
 HN0141'OF THE NW CORNER. OF SECTION 18, T. 41 S., R 14 E. A STANDARD DISK
 HN0141'SET IN THE TOP OF A LARGE ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0568 ***********************************************************************
 HN0568  DESIGNATION -  G 144
 HN0568  PID         -  HN0568
 HN0568  STATE/COUNTY-  UT/KANE
 HN0568  COUNTRY     -  US
 HN0568  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0568
 HN0568                         *CURRENT SURVEY CONTROL
 HN0568  ______________________________________________________________________
 HN0568* NAD 83(1986) POSITION- 37 05 01.3    (N) 111 29 55.4    (W)   HD_HELD2
 HN0568* NAVD 88 ORTHO HEIGHT -  1156.028 (meters)     3792.74  (feet) ADJUSTED
 HN0568  ______________________________________________________________________
 HN0568  GEOID HEIGHT    -        -23.313 (meters)                     GEOID18
 HN0568  DYNAMIC HEIGHT  -       1154.734 (meters)     3788.49  (feet) COMP
 HN0568  MODELED GRAVITY -    979,472.5   (mgal)                       NAVD 88
 HN0568
 HN0568  VERT ORDER      -  FIRST     CLASS II
 HN0568
 HN0568.The horizontal coordinates were established by autonomous hand held GPS
 HN0568.observations and have an estimated accuracy of +/- 10 meters.
 HN0568
 HN0568.The orthometric height was determined by differential leveling and
 HN0568.adjusted by the NATIONAL GEODETIC SURVEY
 HN0568.in June 1991.
 HN0568
 HN0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0568.GEOID18 height accuracy estimate available here.
 HN0568
 HN0568.Click photographs - Photos may exist for this station.
 HN0568
 HN0568.The dynamic height is computed by dividing the NAVD 88
 HN0568.geopotential number by the normal gravity value computed on the
 HN0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0568.degrees latitude (g = 980.6199 gals.).
 HN0568
 HN0568.The modeled gravity was interpolated from observed gravity values.
 HN0568
 HN0568;                    North         East    Units  Estimated Accuracy
 HN0568;SPC UT S     - 3,046,283.      500,114.      MT  (+/- 10 meters HH2 GPS)
 HN0568
 HN0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG5567404273(NAD 83)
 HN0568
 HN0568                          SUPERSEDED SURVEY CONTROL
 HN0568
 HN0568  NGVD 29 (??/??/92) 1155.132  (m)         3789.80   (f) ADJ UNCH    1 2
 HN0568
 HN0568.Superseded values are not recommended for survey control.
 HN0568
 HN0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0568.See file dsdata.pdf to determine how the superseded data were derived.
 HN0568
 HN0568_MARKER: DB = BENCH MARK DISK
 HN0568_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HN0568_SP_SET: ROCK WALL
 HN0568_STAMPING: G 144 1962
 HN0568_MARK LOGO: CGS
 HN0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0568+STABILITY: SURFACE MOTION
 HN0568
 HN0568  HISTORY     - Date     Condition        Report By
 HN0568  HISTORY     - 1962     MONUMENTED       CGS
 HN0568  HISTORY     - 1977     GOOD             USGS
 HN0568  HISTORY     - 1977     GOOD             USGS
 HN0568
 HN0568                          STATION DESCRIPTION
 HN0568
 HN0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0568'11.5 MI E FROM GLEN CANYON CITY.
 HN0568'ABOUT 10.3 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0568'SERVICE STATION ON U.S. HIGHWAY 89 AT GLEN CANYON CITY.  THENCE 1.2
 HN0568'MILE EAST ALONG THE FLOOR OF A CANYON.  51 FEET NORTHWEST OF THE
 HN0568'CENTER LINE OF THE CANYON FLOOR, SET ON A LEDGE ON THE SIDE OF THE
 HN0568'ROCK WALL ON THE WEST SIDE OF THE CANYON, 1.2 FEET NORTHEAST OF A
 HN0568'METAL WITNESS POST, AND 8 FEET ABOVE THE CANYON FLOOR.
 HN0568
 HN0568                          STATION RECOVERY (1977)
 HN0568
 HN0568'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0568'FROM STOP AND SHOP STORE IN GLEN CANYON CITY GO EAST ALONG A DIRT
 HN0568'ROAD FOR 9.4 MILES TO ROAD JUNCTION OF CROSBY CANYON THEN GO RIGHT
 HN0568'DOWN CROSBY CANYON FOR 1.8 MILES. 51 FEET NORTHWEST OF ROCK WALL ON
 HN0568'THE WEST SIDE OF THE CANYON 1.2 FEET NORTHEAST OF A METAL WITNESS
 HN0568'POST AND 8 FEET ABOVE THE CANYON FLOOR.
 HN0568
 HN0568                          STATION RECOVERY (1977)
 HN0568
 HN0568'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0568'FROM STOP AND SHOP STORE IN GLEN CANYON CITY GO EAST ALONG A DIRT
 HN0568'ROAD FOR 9.4 MILES TO ROAD JUNCTION OF CROSBY CANYON THEN GO RIGHT
 HN0568'DOWN CROSBY CANYON FOR 1.8 MILES. 51 FEET NORTHWEST OF ROCK WALL ON
 HN0568'THE WEST SIDE OF THE CANYON 1.2 FEET NORTHEAST OF A METAL WITNESS
 HN0568'POST AND 8 FEET ABOVE THE CANYON FLOOR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0411 ***********************************************************************
 HN0411  DESIGNATION -  G 145
 HN0411  PID         -  HN0411
 HN0411  STATE/COUNTY-  UT/KANE
 HN0411  COUNTRY     -  US
 HN0411  USGS QUAD   -  SMOKY HOLLOW (2017)
 HN0411
 HN0411                         *CURRENT SURVEY CONTROL
 HN0411  ______________________________________________________________________
 HN0411* NAD 83(1986) POSITION- 37 08 09.5    (N) 111 28 42.8    (W)   HD_HELD2
 HN0411* NAVD 88 ORTHO HEIGHT -  1211.007 (meters)     3973.11  (feet) ADJUSTED
 HN0411  ______________________________________________________________________
 HN0411  GEOID HEIGHT    -        -23.169 (meters)                     GEOID18
 HN0411  DYNAMIC HEIGHT  -       1209.663 (meters)     3968.70  (feet) COMP
 HN0411  MODELED GRAVITY -    979,480.2   (mgal)                       NAVD 88
 HN0411
 HN0411  VERT ORDER      -  FIRST     CLASS II
 HN0411
 HN0411.The horizontal coordinates were established by autonomous hand held GPS
 HN0411.observations and have an estimated accuracy of +/- 10 meters.
 HN0411
 HN0411.The orthometric height was determined by differential leveling and
 HN0411.adjusted by the NATIONAL GEODETIC SURVEY
 HN0411.in June 1991.
 HN0411
 HN0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0411.GEOID18 height accuracy estimate available here.
 HN0411
 HN0411.Click photographs - Photos may exist for this station.
 HN0411
 HN0411.The dynamic height is computed by dividing the NAVD 88
 HN0411.geopotential number by the normal gravity value computed on the
 HN0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0411.degrees latitude (g = 980.6199 gals.).
 HN0411
 HN0411.The modeled gravity was interpolated from observed gravity values.
 HN0411
 HN0411;                    North         East    Units  Estimated Accuracy
 HN0411;SPC UT S     - 3,052,086.      501,905.      MT  (+/- 10 meters HH2 GPS)
 HN0411
 HN0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG5749510063(NAD 83)
 HN0411
 HN0411                          SUPERSEDED SURVEY CONTROL
 HN0411
 HN0411  NGVD 29 (??/??/92) 1210.117  (m)         3970.19   (f) ADJ UNCH    1 2
 HN0411
 HN0411.Superseded values are not recommended for survey control.
 HN0411
 HN0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0411.See file dsdata.pdf to determine how the superseded data were derived.
 HN0411
 HN0411_MARKER: DB = BENCH MARK DISK
 HN0411_SETTING: 66 = SET IN ROCK OUTCROP
 HN0411_STAMPING: G 145 1962
 HN0411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0411+STABILITY: POSITION/ELEVATION WELL
 HN0411
 HN0411  HISTORY     - Date     Condition        Report By
 HN0411  HISTORY     - 1962     MONUMENTED       CGS
 HN0411  HISTORY     - 1979     GOOD             USGS
 HN0411  HISTORY     - 1979     GOOD             USGS
 HN0411
 HN0411                          STATION DESCRIPTION
 HN0411
 HN0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0411'15.0 MI E FROM GLEN CANYON CITY.
 HN0411'ABOUT 15.0 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0411'SERVICE STATION AT GLEN CANYON CITY, 46 FEET SOUTH OF THE CENTERLINE
 HN0411'OF THE ROAD, 19.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 HN0411'THE ROAD, AND SET IN THE TOP OF A SMALL ROCK LEDGE WHICH IS FLUSH WITH
 HN0411'THE GROUND.
 HN0411
 HN0411                          STATION RECOVERY (1979)
 HN0411
 HN0411'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HN0411'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E. ON GRAIDED
 HN0411'DIRT ROAD FOR 13.7 MILE TO ROAD FORK WITH SIGN ESCALANTE 88 MI. AND
 HN0411'GRAND BENCH 27 MI., GO RIGHT E. ON DIRT ROAD FOR 0.2 MI. TO BM SITE.
 HN0411'53 FT. S. OF CENTER OF RD. SET IN THE TOP OF A SMALL ROCK LEDGE.
 HN0411
 HN0411                          STATION RECOVERY (1979)
 HN0411
 HN0411'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HN0411'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E. ON GRAIDED
 HN0411'DIRT ROAD FOR 13.7 MILE TO ROAD FORK WITH SIGN ESCALANTE 88 MI. AND
 HN0411'GRAND BENCH 27 MI., GO RIGHT E. ON DIRT ROAD FOR 0.2 MI. TO BM SITE.
 HN0411'53 FT. S. OF CENTER OF RD. SET IN THE TOP OF A SMALL ROCK LEDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0436 ***********************************************************************
 HN0436  DESIGNATION -  G 146
 HN0436  PID         -  HN0436
 HN0436  STATE/COUNTY-  UT/KANE
 HN0436  COUNTRY     -  US
 HN0436  USGS QUAD   -  MAZUKI POINT (2017)
 HN0436
 HN0436                         *CURRENT SURVEY CONTROL
 HN0436  ______________________________________________________________________
 HN0436* NAD 83(1986) POSITION- 37 07 54.     (N) 111 12 34.     (W)   SCALED
 HN0436* NAVD 88 ORTHO HEIGHT -  1438.540 (meters)     4719.61  (feet) ADJUSTED
 HN0436  ______________________________________________________________________
 HN0436  GEOID HEIGHT    -        -23.112 (meters)                     GEOID18
 HN0436  DYNAMIC HEIGHT  -       1436.871 (meters)     4714.13  (feet) COMP
 HN0436  MODELED GRAVITY -    979,420.9   (mgal)                       NAVD 88
 HN0436
 HN0436  VERT ORDER      -  FIRST     CLASS II
 HN0436
 HN0436.The horizontal coordinates were scaled from a map and have
 HN0436.an estimated accuracy of +/- 6 seconds.
 HN0436
 HN0436.The orthometric height was determined by differential leveling and
 HN0436.adjusted by the NATIONAL GEODETIC SURVEY
 HN0436.in June 1991.
 HN0436
 HN0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0436.GEOID18 height accuracy estimate available here.
 HN0436
 HN0436.Click photographs - Photos may exist for this station.
 HN0436
 HN0436.The dynamic height is computed by dividing the NAVD 88
 HN0436.geopotential number by the normal gravity value computed on the
 HN0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0436.degrees latitude (g = 980.6199 gals.).
 HN0436
 HN0436.The modeled gravity was interpolated from observed gravity values.
 HN0436
 HN0436;                    North         East    Units  Estimated Accuracy
 HN0436;SPC UT S     - 3,051,650.      525,820.      MT  (+/- 180 meters Scaled)
 HN0436
 HN0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG813094(NAD 83)
 HN0436
 HN0436                          SUPERSEDED SURVEY CONTROL
 HN0436
 HN0436  NGVD 29 (??/??/92) 1437.584  (m)         4716.47   (f) ADJ UNCH    1 2
 HN0436
 HN0436.Superseded values are not recommended for survey control.
 HN0436
 HN0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0436.See file dsdata.pdf to determine how the superseded data were derived.
 HN0436
 HN0436_MARKER: DB = BENCH MARK DISK
 HN0436_SETTING: 66 = SET IN ROCK OUTCROP
 HN0436_STAMPING: G 146 1962
 HN0436_MARK LOGO: CGS
 HN0436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0436+STABILITY: POSITION/ELEVATION WELL
 HN0436
 HN0436  HISTORY     - Date     Condition        Report By
 HN0436  HISTORY     - 1962     MONUMENTED       CGS
 HN0436
 HN0436                          STATION DESCRIPTION
 HN0436
 HN0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0436'34.55 MI E FROM GLEN CANYON CITY.
 HN0436'ABOUT 17.75 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0436'SERVICE STATION AT GLEN CANYON CITY.  THENCE 8.8 MILES EAST ALONG A
 HN0436'DIM BULLDOZED TRAIL ROAD TO A SMALL POND SURROUNDED WITH TAMARISK
 HN0436'BUSHES.  THENCE 2.1 MILES EAST ACROSS COUNTRY TO THE WEST RIM OF LAST
 HN0436'CHANCE CREEK.  THENCE 0.7 MILE EAST ACROSS LAST CHANCE CREEK TO THE
 HN0436'EAST RIM OF LAST CHANCE CREEK.  THENCE 5.2 MILES SOUTHEAST ACROSS
 HN0436'COUNTRY OVER GRAND BENCH TOWARDS ROCK CREEK, 111 FEET SOUTHEAST OF A
 HN0436'METAL WITNESS POST, AND SET IN THE TOP OF A FLAT ROCK OUTCROP WHICH IS
 HN0436'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0109 ***********************************************************************
 HN0109  DESIGNATION -  G 147
 HN0109  PID         -  HN0109
 HN0109  STATE/COUNTY-  UT/SAN JUAN
 HN0109  COUNTRY     -  US
 HN0109  USGS QUAD   -  BURNT SPRING (2017)
 HN0109
 HN0109                         *CURRENT SURVEY CONTROL
 HN0109  ______________________________________________________________________
 HN0109* NAD 83(1986) POSITION- 37 24 06.     (N) 110 26 40.     (W)   SCALED
 HN0109* NAVD 88 ORTHO HEIGHT -  1584.305 (meters)     5197.84  (feet) ADJUSTED
 HN0109  ______________________________________________________________________
 HN0109  GEOID HEIGHT    -        -21.841 (meters)                     GEOID18
 HN0109  DYNAMIC HEIGHT  -       1582.496 (meters)     5191.91  (feet) COMP
 HN0109  MODELED GRAVITY -    979,432.6   (mgal)                       NAVD 88
 HN0109
 HN0109  VERT ORDER      -  FIRST     CLASS II
 HN0109
 HN0109.The horizontal coordinates were scaled from a map and have
 HN0109.an estimated accuracy of +/- 6 seconds.
 HN0109
 HN0109.The orthometric height was determined by differential leveling and
 HN0109.adjusted by the NATIONAL GEODETIC SURVEY
 HN0109.in June 1991.
 HN0109
 HN0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0109.GEOID18 height accuracy estimate available here.
 HN0109
 HN0109.Click photographs - Photos may exist for this station.
 HN0109
 HN0109.The dynamic height is computed by dividing the NAVD 88
 HN0109.geopotential number by the normal gravity value computed on the
 HN0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0109.degrees latitude (g = 980.6199 gals.).
 HN0109
 HN0109.The modeled gravity was interpolated from observed gravity values.
 HN0109
 HN0109;                    North         East    Units  Estimated Accuracy
 HN0109;SPC UT S     - 3,082,100.      593,460.      MT  (+/- 180 meters Scaled)
 HN0109
 HN0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG491395(NAD 83)
 HN0109
 HN0109                          SUPERSEDED SURVEY CONTROL
 HN0109
 HN0109  NGVD 29 (??/??/92) 1583.292  (m)         5194.52   (f) ADJ UNCH    1 2
 HN0109
 HN0109.Superseded values are not recommended for survey control.
 HN0109
 HN0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0109.See file dsdata.pdf to determine how the superseded data were derived.
 HN0109
 HN0109_MARKER: DB = BENCH MARK DISK
 HN0109_SETTING: 66 = SET IN ROCK OUTCROP
 HN0109_STAMPING: G 147 1962
 HN0109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0109+STABILITY: POSITION/ELEVATION WELL
 HN0109
 HN0109  HISTORY     - Date     Condition        Report By
 HN0109  HISTORY     - 1962     MONUMENTED       CGS
 HN0109
 HN0109                          STATION DESCRIPTION
 HN0109
 HN0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0109'44.4 MI SW FROM FRY CANYON.
 HN0109'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0109'AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0109'THENCE 12.4 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH
 HN0109'CLAY HILLS DIVIDE, 4.85 MILES WEST OF GREEN WALTER SPRING, 167 FEET
 HN0109'NORTH OF THE CENTERLINE OF THE ROAD, 40 FEET EAST OF THE CENTERLINE OF
 HN0109'A CURVE IN A ROAD LEADING TO THE MECCA MINE, 37.0 FEET NORTHWEST OF A
 HN0109'METAL WITNESS POST, ABOUT 12 FEET ABOVE THE LEVEL OF THE GRADED DIRT
 HN0109'ROAD, AND SET IN THE TOP OF A LARGE FLAT SANDSTONE OUTCROP FLUSH WITH
 HN0109'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0290 ***********************************************************************
 HN0290  DESIGNATION -  G 148
 HN0290  PID         -  HN0290
 HN0290  STATE/COUNTY-  UT/SAN JUAN
 HN0290  COUNTRY     -  US
 HN0290  USGS QUAD   -  HALLS CROSSING NE (2017)
 HN0290
 HN0290                         *CURRENT SURVEY CONTROL
 HN0290  ______________________________________________________________________
 HN0290* NAD 83(1986) POSITION- 37 25 37.     (N) 110 34 13.     (W)   SCALED
 HN0290* NAVD 88 ORTHO HEIGHT -  1325.629 (meters)     4349.17  (feet) ADJUSTED
 HN0290  ______________________________________________________________________
 HN0290  GEOID HEIGHT    -        -22.281 (meters)                     GEOID18
 HN0290  DYNAMIC HEIGHT  -       1324.108 (meters)     4344.18  (feet) COMP
 HN0290  MODELED GRAVITY -    979,438.6   (mgal)                       NAVD 88
 HN0290
 HN0290  VERT ORDER      -  FIRST     CLASS II
 HN0290
 HN0290.The horizontal coordinates were scaled from a map and have
 HN0290.an estimated accuracy of +/- 6 seconds.
 HN0290
 HN0290.The orthometric height was determined by differential leveling and
 HN0290.adjusted by the NATIONAL GEODETIC SURVEY
 HN0290.in June 1991.
 HN0290
 HN0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0290.GEOID18 height accuracy estimate available here.
 HN0290
 HN0290.Click photographs - Photos may exist for this station.
 HN0290
 HN0290.The dynamic height is computed by dividing the NAVD 88
 HN0290.geopotential number by the normal gravity value computed on the
 HN0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0290.degrees latitude (g = 980.6199 gals.).
 HN0290
 HN0290.The modeled gravity was interpolated from observed gravity values.
 HN0290
 HN0290;                    North         East    Units  Estimated Accuracy
 HN0290;SPC UT S     - 3,084,790.      582,290.      MT  (+/- 180 meters Scaled)
 HN0290
 HN0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG380423(NAD 83)
 HN0290
 HN0290                          SUPERSEDED SURVEY CONTROL
 HN0290
 HN0290  NGVD 29 (??/??/92) 1324.584  (m)         4345.74   (f) ADJ UNCH    1 2
 HN0290
 HN0290.Superseded values are not recommended for survey control.
 HN0290
 HN0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0290.See file dsdata.pdf to determine how the superseded data were derived.
 HN0290
 HN0290_MARKER: DB = BENCH MARK DISK
 HN0290_SETTING: 66 = SET IN ROCK OUTCROP
 HN0290_STAMPING: G 148 1962
 HN0290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0290+STABILITY: POSITION/ELEVATION WELL
 HN0290
 HN0290  HISTORY     - Date     Condition        Report By
 HN0290  HISTORY     - 1962     MONUMENTED       CGS
 HN0290
 HN0290                          STATION DESCRIPTION
 HN0290
 HN0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0290'52.95 MI SW FROM FRY CANYON.
 HN0290'12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE AT FRY
 HN0290'CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD. THENCE
 HN0290'15.0 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH CLAY HILLS
 HN0290'DIVIDE.  THENCE 5.95 MILES NORTHWEST ALONG A BULLDOZED ROAD LEADING TO
 HN0290'HALLS CROSSING ON THE COLORADO RIVER, 13.4 MILES WEST OF GREEN WATER
 HN0290'SPRING, 0.2 MILE WEST OF A SANDSTONE FORMATION, 149 FEET SOUTH OF THE
 HN0290'SOUTH EDGE OF A SANDSTONE FORMATION WHICH IS ABOUT 20 FEET HIGH, 65
 HN0290'FEET NORTH OF THE CENTERLINE OF THE ROAD, ABOUT 2 FEET ABOVE THE LEVEL
 HN0290'OF THE ROAD, AND SET IN THE TOP OF A FLAT SANDSTONE OUTCROP FLUSH WITH
 HN0290'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0241 ***********************************************************************
 HN0241  DESIGNATION -  G 149
 HN0241  PID         -  HN0241
 HN0241  STATE/COUNTY-  UT/SAN JUAN
 HN0241  COUNTRY     -  US
 HN0241  USGS QUAD   -  ALCOVE CANYON (2017)
 HN0241
 HN0241                         *CURRENT SURVEY CONTROL
 HN0241  ______________________________________________________________________
 HN0241* NAD 83(1986) POSITION- 37 18 49.     (N) 110 39 41.     (W)   SCALED
 HN0241* NAVD 88 ORTHO HEIGHT -  1420.074 (meters)     4659.03  (feet) ADJUSTED
 HN0241  ______________________________________________________________________
 HN0241  GEOID HEIGHT    -        -22.398 (meters)                     GEOID18
 HN0241  DYNAMIC HEIGHT  -       1418.457 (meters)     4653.72  (feet) COMP
 HN0241  MODELED GRAVITY -    979,443.5   (mgal)                       NAVD 88
 HN0241
 HN0241  VERT ORDER      -  FIRST     CLASS II
 HN0241
 HN0241.The horizontal coordinates were scaled from a map and have
 HN0241.an estimated accuracy of +/- 6 seconds.
 HN0241
 HN0241.The orthometric height was determined by differential leveling and
 HN0241.adjusted by the NATIONAL GEODETIC SURVEY
 HN0241.in June 1991.
 HN0241
 HN0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0241.GEOID18 height accuracy estimate available here.
 HN0241
 HN0241.Click photographs - Photos may exist for this station.
 HN0241
 HN0241.The dynamic height is computed by dividing the NAVD 88
 HN0241.geopotential number by the normal gravity value computed on the
 HN0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0241.degrees latitude (g = 980.6199 gals.).
 HN0241
 HN0241.The modeled gravity was interpolated from observed gravity values.
 HN0241
 HN0241;                    North         East    Units  Estimated Accuracy
 HN0241;SPC UT S     - 3,072,130.      574,340.      MT  (+/- 180 meters Scaled)
 HN0241
 HN0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG300297(NAD 83)
 HN0241
 HN0241                          SUPERSEDED SURVEY CONTROL
 HN0241
 HN0241  NGVD 29 (??/??/92) 1419.068  (m)         4655.73   (f) ADJ UNCH    1 2
 HN0241
 HN0241.Superseded values are not recommended for survey control.
 HN0241
 HN0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0241.See file dsdata.pdf to determine how the superseded data were derived.
 HN0241
 HN0241_MARKER: DB = BENCH MARK DISK
 HN0241_SETTING: 66 = SET IN ROCK OUTCROP
 HN0241_STAMPING: G 149 1962
 HN0241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0241+STABILITY: POSITION/ELEVATION WELL
 HN0241
 HN0241  HISTORY     - Date     Condition        Report By
 HN0241  HISTORY     - 1962     MONUMENTED       CGS
 HN0241
 HN0241                          STATION DESCRIPTION
 HN0241
 HN0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0241'62.75 MI SW FROM FRY CANYON.
 HN0241'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0241'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0241'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0241'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0241'TRAIL ROAD.  THENCE 8.15 MILES SOUTHWEST ALONG A TRAIL ROAD. NORTHWEST
 HN0241'OF AND AT THE FOOT OF A SANDSTONE HILL WHICH IS ABOUT 45 FEET HIGH,
 HN0241'SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS ABOUT 3 FEET ABOVE THE
 HN0241'GROUND, AND ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0147 ***********************************************************************
 KN0147  DESIGNATION -  G 15 RESET
 KN0147  PID         -  KN0147
 KN0147  STATE/COUNTY-  UT/UTAH
 KN0147  COUNTRY     -  US
 KN0147  USGS QUAD   -  TUCKER (2017)
 KN0147
 KN0147                         *CURRENT SURVEY CONTROL
 KN0147  ______________________________________________________________________
 KN0147* NAD 83(1986) POSITION- 39 56 04.     (N) 111 07 43.     (W)   SCALED
 KN0147* NAVD 88 ORTHO HEIGHT -  2151.52  (+/-2cm)     7058.8   (feet) VERTCON3
 KN0147  ______________________________________________________________________
 KN0147  GEOID HEIGHT    -        -15.908 (meters)                     GEOID18
 KN0147  VERT ORDER      -  THIRD (See Below)
 KN0147
 KN0147.The horizontal coordinates were scaled from a map and have
 KN0147.an estimated accuracy of +/- 6 seconds.
 KN0147
 KN0147.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0147
 KN0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0147.GEOID18 height accuracy estimate available here.
 KN0147
 KN0147.The vertical order pertains to the NGVD 29 superseded value.
 KN0147
 KN0147.Click photographs - Photos may exist for this station.
 KN0147
 KN0147;                    North         East    Units  Estimated Accuracy
 KN0147;SPC UT C     - 2,177,820.      531,740.      MT  (+/- 180 meters Scaled)
 KN0147
 KN0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK890204(NAD 83)
 KN0147
 KN0147                          SUPERSEDED SURVEY CONTROL
 KN0147
 KN0147  NGVD 29 (??/??/??) 2150.20   (m)         7054.4    (f) RESET       3  
 KN0147
 KN0147.Superseded values are not recommended for survey control.
 KN0147
 KN0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0147.See file dsdata.pdf to determine how the superseded data were derived.
 KN0147
 KN0147_MARKER: DB = BENCH MARK DISK
 KN0147_SETTING: 80 = SET IN A BOULDER
 KN0147_STAMPING: G 15 1927
 KN0147_MARK LOGO: CGS
 KN0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0147+STABILITY: SURFACE MOTION
 KN0147
 KN0147  HISTORY     - Date     Condition        Report By
 KN0147  HISTORY     - 1927     MONUMENTED       CGS
 KN0147
 KN0147                          STATION DESCRIPTION
 KN0147
 KN0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 KN0147'2.5 MI W FROM SOLDIER SUMMIT.
 KN0147'2.5 MILES WEST ALONG U.S. HIGHWAY 50 FROM SOLDIER SUMMIT, UTAH COUNTY,
 KN0147'2.7 MILES EAST OF GILLULY, ON THE WEST SIDE OF THE POINT OF A RIDGE,
 KN0147'45 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A
 KN0147'BOULDER.  A STANDARD DISK, STAMPED G 15 1927.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0213 ***********************************************************************
 HN0213  DESIGNATION -  G 150
 HN0213  PID         -  HN0213
 HN0213  STATE/COUNTY-  UT/SAN JUAN
 HN0213  COUNTRY     -  US
 HN0213  USGS QUAD   -  WILSON CREEK (2017)
 HN0213
 HN0213                         *CURRENT SURVEY CONTROL
 HN0213  ______________________________________________________________________
 HN0213* NAD 83(1986) POSITION- 37 14 35.     (N) 110 51 06.     (W)   SCALED
 HN0213* NAVD 88 ORTHO HEIGHT -  1310.040 (meters)     4298.02  (feet) ADJUSTED
 HN0213  ______________________________________________________________________
 HN0213  GEOID HEIGHT    -        -22.685 (meters)                     GEOID18
 HN0213  DYNAMIC HEIGHT  -       1308.543 (meters)     4293.11  (feet) COMP
 HN0213  MODELED GRAVITY -    979,443.2   (mgal)                       NAVD 88
 HN0213
 HN0213  VERT ORDER      -  FIRST     CLASS II
 HN0213
 HN0213.The horizontal coordinates were scaled from a map and have
 HN0213.an estimated accuracy of +/- 6 seconds.
 HN0213
 HN0213.The orthometric height was determined by differential leveling and
 HN0213.adjusted by the NATIONAL GEODETIC SURVEY
 HN0213.in June 1991.
 HN0213
 HN0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0213.GEOID18 height accuracy estimate available here.
 HN0213
 HN0213.Click photographs - Photos may exist for this station.
 HN0213
 HN0213.The dynamic height is computed by dividing the NAVD 88
 HN0213.geopotential number by the normal gravity value computed on the
 HN0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0213.degrees latitude (g = 980.6199 gals.).
 HN0213
 HN0213.The modeled gravity was interpolated from observed gravity values.
 HN0213
 HN0213;                    North         East    Units  Estimated Accuracy
 HN0213;SPC UT S     - 3,064,170.      557,520.      MT  (+/- 180 meters Scaled)
 HN0213
 HN0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG131218(NAD 83)
 HN0213
 HN0213                          SUPERSEDED SURVEY CONTROL
 HN0213
 HN0213  NGVD 29 (??/??/92) 1309.036  (m)         4294.73   (f) ADJ UNCH    1 2
 HN0213
 HN0213.Superseded values are not recommended for survey control.
 HN0213
 HN0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0213.See file dsdata.pdf to determine how the superseded data were derived.
 HN0213
 HN0213_MARKER: DB = BENCH MARK DISK
 HN0213_SETTING: 66 = SET IN ROCK OUTCROP
 HN0213_STAMPING: G 150 1962
 HN0213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0213+STABILITY: POSITION/ELEVATION WELL
 HN0213
 HN0213  HISTORY     - Date     Condition        Report By
 HN0213  HISTORY     - 1962     MONUMENTED       CGS
 HN0213
 HN0213                          STATION DESCRIPTION
 HN0213
 HN0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0213'78.8 MI SW FROM FRY CANYON.
 HN0213'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0213'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0213'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0213'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0213'TRAIL ROAD.  THENCE 19.65 MILES SOUTHWEST ALONG A TRAIL ROAD.  THENCE
 HN0213'4.55 MILES WEST-SOUTHWEST ACROSS COUNTRY TOWARD HOLE-IN-THE-ROCK.  44
 HN0213'FEET NORTH OF THE CENTER OF A NARROW WASH WHICH DRAINS TO THE WEST, 54
 HN0213'FEET WEST OF THE WEST EDGE OF A SANDY DEPRESSION, 61 FEET SOUTH OF A
 HN0213'4X4 FOOT KNOB WHICH IS ON THE CREST OF A SMALL HILL, SET IN THE TOP OF
 HN0213'A SANDSTONE OUTCROP, 60.5 FEET NORTHWEST OF A METAL WITNESS POST, AND
 HN0213'ABOUT 8 FEET ABOVE THE WASH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0419 ***********************************************************************
 HN0419  DESIGNATION -  G 151
 HN0419  PID         -  HN0419
 HN0419  STATE/COUNTY-  UT/KANE
 HN0419  COUNTRY     -  US
 HN0419  USGS QUAD   -  SMOKY HOLLOW (2017)
 HN0419
 HN0419                         *CURRENT SURVEY CONTROL
 HN0419  ______________________________________________________________________
 HN0419* NAD 83(1986) POSITION- 37 07 53.5    (N) 111 22 51.7    (W)   HD_HELD2
 HN0419* NAVD 88 ORTHO HEIGHT -  1325.964 (meters)     4350.27  (feet) ADJUSTED
 HN0419  ______________________________________________________________________
 HN0419  GEOID HEIGHT    -        -23.199 (meters)                     GEOID18
 HN0419  DYNAMIC HEIGHT  -       1324.383 (meters)     4345.08  (feet) COMP
 HN0419  MODELED GRAVITY -    979,395.0   (mgal)                       NAVD 88
 HN0419
 HN0419  VERT ORDER      -  FIRST     CLASS II
 HN0419
 HN0419.The horizontal coordinates were established by autonomous hand held GPS
 HN0419.observations and have an estimated accuracy of +/- 10 meters.
 HN0419
 HN0419.The orthometric height was determined by differential leveling and
 HN0419.adjusted by the NATIONAL GEODETIC SURVEY
 HN0419.in June 1991.
 HN0419
 HN0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0419.GEOID18 height accuracy estimate available here.
 HN0419
 HN0419.Click photographs - Photos may exist for this station.
 HN0419
 HN0419.The dynamic height is computed by dividing the NAVD 88
 HN0419.geopotential number by the normal gravity value computed on the
 HN0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0419.degrees latitude (g = 980.6199 gals.).
 HN0419
 HN0419.The modeled gravity was interpolated from observed gravity values.
 HN0419
 HN0419;                    North         East    Units  Estimated Accuracy
 HN0419;SPC UT S     - 3,051,599.      510,572.      MT  (+/- 10 meters HH2 GPS)
 HN0419
 HN0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG6615609531(NAD 83)
 HN0419
 HN0419                          SUPERSEDED SURVEY CONTROL
 HN0419
 HN0419  NGVD 29 (??/??/92) 1324.967  (m)         4347.00   (f) ADJ UNCH    1 2
 HN0419
 HN0419.Superseded values are not recommended for survey control.
 HN0419
 HN0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0419.See file dsdata.pdf to determine how the superseded data were derived.
 HN0419
 HN0419_MARKER: DB = BENCH MARK DISK
 HN0419_SETTING: 66 = SET IN ROCK OUTCROP
 HN0419_STAMPING: G 151 1962
 HN0419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0419+STABILITY: POSITION/ELEVATION WELL
 HN0419
 HN0419  HISTORY     - Date     Condition        Report By
 HN0419  HISTORY     - 1962     MONUMENTED       CGS
 HN0419  HISTORY     - 1979     GOOD             USGS
 HN0419  HISTORY     - 1979     GOOD             USGS
 HN0419
 HN0419                          STATION DESCRIPTION
 HN0419
 HN0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0419'20.85 MI E FROM GLEN CANYON CITY.
 HN0419'ABOUT 17.75 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0419'SERVICE STATION AT GLEN CANYON CITY.  THENCE 3.1 MILES EAST ALONG A
 HN0419'DIM BULLDOZED TRAIL ROAD, 59 FEET NORTHWEST OF THE CENTER OF A SMALL
 HN0419'WASH, 25 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 11.0 FEET
 HN0419'SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HN0419'ROAD, AND SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS ABOUT 1.3
 HN0419'FEET ABOVE THE GROUND.
 HN0419
 HN0419                          STATION RECOVERY (1979)
 HN0419
 HN0419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HN0419'TO REACH FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E. ON
 HN0419'GRAIDED DIRT ROAD FOR 13.7 MI. TO ROAD FORK WITH SIGN ESCALANTE 88
 HN0419'MI. AND GRAND BENCH 27 MI., GO RIGHT E. ON ROAD FOR 3.2 MILES TO ROAD
 HN0419'FORK, GO LEFT E. ON ROAD FOR 2.2 MI. TO ROAD AT DRAIN, BM IS
 HN0419'APPROXIMATELY 700 FT. S. 59 FT. W. OF DRAIN, SET IN TOP OF A ROCK.
 HN0419
 HN0419                          STATION RECOVERY (1979)
 HN0419
 HN0419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HN0419'TO REACH FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E. ON
 HN0419'GRAIDED DIRT ROAD FOR 13.7 MI. TO ROAD FORK WITH SIGN ESCALANTE 88
 HN0419'MI. AND GRAND BENCH 27 MI., GO RIGHT E. ON ROAD FOR 3.2 MILES TO ROAD
 HN0419'FORK, GO LEFT E. ON ROAD FOR 2.2 MI. TO ROAD AT DRAIN, BM IS
 HN0419'APPROXIMATELY 700 FT. S. 59 FT. W. OF DRAIN, SET IN TOP OF A ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0279 ***********************************************************************
 HN0279  DESIGNATION -  G 152
 HN0279  PID         -  HN0279
 HN0279  STATE/COUNTY-  UT/KANE
 HN0279  COUNTRY     -  US
 HN0279  USGS QUAD   -  NASJA MESA (2017)
 HN0279
 HN0279                         *CURRENT SURVEY CONTROL
 HN0279  ______________________________________________________________________
 HN0279* NAD 83(1986) POSITION- 37 10 03.     (N) 110 56 43.     (W)   SCALED
 HN0279* NAVD 88 ORTHO HEIGHT -  1293.871 (meters)     4244.98  (feet) ADJUSTED
 HN0279  ______________________________________________________________________
 HN0279  GEOID HEIGHT    -        -22.805 (meters)                     GEOID18
 HN0279  DYNAMIC HEIGHT  -       1292.293 (meters)     4239.80  (feet) COMP
 HN0279  MODELED GRAVITY -    979,369.2   (mgal)                       NAVD 88
 HN0279
 HN0279  VERT ORDER      -  FIRST     CLASS II
 HN0279
 HN0279.The horizontal coordinates were scaled from a map and have
 HN0279.an estimated accuracy of +/- 6 seconds.
 HN0279
 HN0279.The orthometric height was determined by differential leveling and
 HN0279.adjusted by the NATIONAL GEODETIC SURVEY
 HN0279.in June 1991.
 HN0279
 HN0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0279.GEOID18 height accuracy estimate available here.
 HN0279
 HN0279.Click photographs - Photos may exist for this station.
 HN0279
 HN0279.The dynamic height is computed by dividing the NAVD 88
 HN0279.geopotential number by the normal gravity value computed on the
 HN0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0279.degrees latitude (g = 980.6199 gals.).
 HN0279
 HN0279.The modeled gravity was interpolated from observed gravity values.
 HN0279
 HN0279;                    North         East    Units  Estimated Accuracy
 HN0279;SPC UT S     - 3,055,730.      549,270.      MT  (+/- 180 meters Scaled)
 HN0279
 HN0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG048134(NAD 83)
 HN0279
 HN0279                          SUPERSEDED SURVEY CONTROL
 HN0279
 HN0279  NGVD 29 (??/??/92) 1292.782  (m)         4241.40   (f) ADJ UNCH    1 2
 HN0279
 HN0279.Superseded values are not recommended for survey control.
 HN0279
 HN0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0279.See file dsdata.pdf to determine how the superseded data were derived.
 HN0279
 HN0279_MARKER: DB = BENCH MARK DISK
 HN0279_SETTING: 66 = SET IN ROCK OUTCROP
 HN0279_STAMPING: G 152 1962
 HN0279_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0279+STABILITY: POSITION/ELEVATION WELL
 HN0279
 HN0279  HISTORY     - Date     Condition        Report By
 HN0279  HISTORY     - 1962     MONUMENTED       CGS
 HN0279
 HN0279                          STATION DESCRIPTION
 HN0279
 HN0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0279'12.5 MI SW FROM HOLE-IN-THE-ROCK.
 HN0279'12.5 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK. SOUTH
 HN0279'OF THE BASE OF A SHARP POINT IN THE CLIFFS, 33.0 FEET NORTHEAST OF A
 HN0279'METAL WITNESS POST, SET IN SANDSTONE ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0464 ***********************************************************************
 HN0464  DESIGNATION -  G 153
 HN0464  PID         -  HN0464
 HN0464  STATE/COUNTY-  UT/KANE
 HN0464  COUNTRY     -  US
 HN0464  USGS QUAD   -  NAVAJO POINT (2017)
 HN0464
 HN0464                         *CURRENT SURVEY CONTROL
 HN0464  ______________________________________________________________________
 HN0464* NAD 83(1986) POSITION- 37 11 15.     (N) 111 01 01.     (W)   SCALED
 HN0464* NAVD 88 ORTHO HEIGHT -  1974.553 (meters)     6478.18  (feet) ADJUSTED
 HN0464  ______________________________________________________________________
 HN0464  GEOID HEIGHT    -        -22.732 (meters)                     GEOID18
 HN0464  DYNAMIC HEIGHT  -       1972.070 (meters)     6470.03  (feet) COMP
 HN0464  MODELED GRAVITY -    979,303.1   (mgal)                       NAVD 88
 HN0464
 HN0464  VERT ORDER      -  FIRST     CLASS II
 HN0464
 HN0464.The horizontal coordinates were scaled from a map and have
 HN0464.an estimated accuracy of +/- 6 seconds.
 HN0464
 HN0464.The orthometric height was determined by differential leveling and
 HN0464.adjusted by the NATIONAL GEODETIC SURVEY
 HN0464.in June 1991.
 HN0464
 HN0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0464.GEOID18 height accuracy estimate available here.
 HN0464
 HN0464.Click photographs - Photos may exist for this station.
 HN0464
 HN0464.The dynamic height is computed by dividing the NAVD 88
 HN0464.geopotential number by the normal gravity value computed on the
 HN0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0464.degrees latitude (g = 980.6199 gals.).
 HN0464
 HN0464.The modeled gravity was interpolated from observed gravity values.
 HN0464
 HN0464;                    North         East    Units  Estimated Accuracy
 HN0464;SPC UT S     - 3,057,920.      542,890.      MT  (+/- 180 meters Scaled)
 HN0464
 HN0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG984156(NAD 83)
 HN0464
 HN0464                          SUPERSEDED SURVEY CONTROL
 HN0464
 HN0464  NGVD 29 (??/??/92) 1973.488  (m)         6474.69   (f) ADJ UNCH    1 2
 HN0464
 HN0464.Superseded values are not recommended for survey control.
 HN0464
 HN0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0464.See file dsdata.pdf to determine how the superseded data were derived.
 HN0464
 HN0464_MARKER: DB = BENCH MARK DISK
 HN0464_SETTING: 80 = SET IN A BOULDER
 HN0464_STAMPING: G 153 1962
 HN0464_MARK LOGO: CGS
 HN0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0464+STABILITY: SURFACE MOTION
 HN0464
 HN0464  HISTORY     - Date     Condition        Report By
 HN0464  HISTORY     - 1962     MONUMENTED       CGS
 HN0464
 HN0464                          STATION DESCRIPTION
 HN0464
 HN0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0464'14.45 MI SW FROM HOLE IN THE ROCK.
 HN0464'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0464'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0464'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0464'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0464'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0464'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0464'PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0464'HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0464'CLIFFS.  THENCE 2.4 MILES SOUTH-SOUTHEAST ALONG A COW PATH.  THENCE
 HN0464'0.3 MILE SOUTH ACROSS ROCKY COUNTRY LEADING TO NAVAJO POINT, 10 FEET
 HN0464'EAST OF A LARGE BOULDER, 20.5 FEET SOUTHWEST OF A METAL WITNESS POST,
 HN0464'AND SET IN THE TOP OF A BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0335 ***********************************************************************
 MS0335  DESIGNATION -  G 154
 MS0335  PID         -  MS0335
 MS0335  STATE/COUNTY-  UT/BOX ELDER
 MS0335  COUNTRY     -  US
 MS0335  USGS QUAD   -  MEADOW SPRING (2017)
 MS0335
 MS0335                         *CURRENT SURVEY CONTROL
 MS0335  ______________________________________________________________________
 MS0335* NAD 83(1986) POSITION- 41 15 41.     (N) 113 08 23.     (W)   SCALED
 MS0335* NAVD 88 ORTHO HEIGHT -  1290.861 (meters)     4235.10  (feet) ADJUSTED
 MS0335  ______________________________________________________________________
 MS0335  GEOID HEIGHT    -        -16.844 (meters)                     GEOID18
 MS0335  DYNAMIC HEIGHT  -       1289.965 (meters)     4232.16  (feet) COMP
 MS0335  MODELED GRAVITY -    979,884.4   (mgal)                       NAVD 88
 MS0335
 MS0335  VERT ORDER      -  SECOND    CLASS 0
 MS0335
 MS0335.The horizontal coordinates were scaled from a map and have
 MS0335.an estimated accuracy of +/- 6 seconds.
 MS0335
 MS0335.The orthometric height was determined by differential leveling and
 MS0335.adjusted by the NATIONAL GEODETIC SURVEY
 MS0335.in June 1991.
 MS0335
 MS0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0335.GEOID18 height accuracy estimate available here.
 MS0335
 MS0335.Click photographs - Photos may exist for this station.
 MS0335
 MS0335.The dynamic height is computed by dividing the NAVD 88
 MS0335.geopotential number by the normal gravity value computed on the
 MS0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0335.degrees latitude (g = 980.6199 gals.).
 MS0335
 MS0335.The modeled gravity was interpolated from observed gravity values.
 MS0335
 MS0335;                    North         East    Units  Estimated Accuracy
 MS0335;SPC UT N     - 1,104,360.      362,600.      MT  (+/- 180 meters Scaled)
 MS0335
 MS0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL207699(NAD 83)
 MS0335
 MS0335                          SUPERSEDED SURVEY CONTROL
 MS0335
 MS0335  NGVD 29 (??/??/92) 1289.877  (m)         4231.87   (f) ADJ UNCH    2 0
 MS0335
 MS0335.Superseded values are not recommended for survey control.
 MS0335
 MS0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0335.See file dsdata.pdf to determine how the superseded data were derived.
 MS0335
 MS0335_MARKER: DB = BENCH MARK DISK
 MS0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0335_STAMPING: G 154 1966
 MS0335_MARK LOGO: CGS
 MS0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0335+STABILITY: SURFACE MOTION
 MS0335
 MS0335  HISTORY     - Date     Condition        Report By
 MS0335  HISTORY     - 1966     MONUMENTED       CGS
 MS0335
 MS0335                          STATION DESCRIPTION
 MS0335
 MS0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0335'1.0 MI W FROM HOGUP.
 MS0335'1.0 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STOCK PENS
 MS0335'AT HOGUP, 2 FEET WEST OF THE FIRST POLE EAST OF MILE POST 720, 60.0
 MS0335'FEET NORTH OF THE NORTH RAIL, 1.8 FEET EAST OF A WITNESS POST, ABOUT 4
 MS0335'1/2 FEET HIGHER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST
 MS0335'PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0421 ***********************************************************************
 MS0421  DESIGNATION -  G 155
 MS0421  PID         -  MS0421
 MS0421  STATE/COUNTY-  UT/BOX ELDER
 MS0421  COUNTRY     -  US
 MS0421  USGS QUAD   -  BOVINE SE (2017)
 MS0421
 MS0421                         *CURRENT SURVEY CONTROL
 MS0421  ______________________________________________________________________
 MS0421* NAD 83(1986) POSITION- 41 18 41.     (N) 113 35 52.     (W)   SCALED
 MS0421* NAVD 88 ORTHO HEIGHT -  1286.913 (meters)     4222.15  (feet) ADJUSTED
 MS0421  ______________________________________________________________________
 MS0421  GEOID HEIGHT    -        -16.941 (meters)                     GEOID18
 MS0421  DYNAMIC HEIGHT  -       1286.013 (meters)     4219.19  (feet) COMP
 MS0421  MODELED GRAVITY -    979,879.6   (mgal)                       NAVD 88
 MS0421
 MS0421  VERT ORDER      -  SECOND    CLASS 0
 MS0421
 MS0421.The horizontal coordinates were scaled from a map and have
 MS0421.an estimated accuracy of +/- 6 seconds.
 MS0421
 MS0421.The orthometric height was determined by differential leveling and
 MS0421.adjusted by the NATIONAL GEODETIC SURVEY
 MS0421.in June 1991.
 MS0421
 MS0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0421.GEOID18 height accuracy estimate available here.
 MS0421
 MS0421.Click photographs - Photos may exist for this station.
 MS0421
 MS0421.The dynamic height is computed by dividing the NAVD 88
 MS0421.geopotential number by the normal gravity value computed on the
 MS0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0421.degrees latitude (g = 980.6199 gals.).
 MS0421
 MS0421.The modeled gravity was interpolated from observed gravity values.
 MS0421
 MS0421;                    North         East    Units  Estimated Accuracy
 MS0421;SPC UT N     - 1,110,730.      324,360.      MT  (+/- 180 meters Scaled)
 MS0421
 MS0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL825765(NAD 83)
 MS0421
 MS0421                          SUPERSEDED SURVEY CONTROL
 MS0421
 MS0421  NGVD 29 (??/??/92) 1285.92   (m)         4218.9    (f) COMPUTED    2 0
 MS0421
 MS0421.Superseded values are not recommended for survey control.
 MS0421
 MS0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0421.See file dsdata.pdf to determine how the superseded data were derived.
 MS0421
 MS0421_MARKER: DB = BENCH MARK DISK
 MS0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0421_STAMPING: G 155 1966
 MS0421_MARK LOGO: CGS
 MS0421_PROJECTION: FLUSH
 MS0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0421+STABILITY: SURFACE MOTION
 MS0421
 MS0421  HISTORY     - Date     Condition        Report By
 MS0421  HISTORY     - 1966     MONUMENTED       CGS
 MS0421
 MS0421                          STATION DESCRIPTION
 MS0421
 MS0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0421'16.55 MI E FROM LUCIN.
 MS0421'16.55 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE CROSSING
 MS0421'OF STATE HIGHWAY 70 AT LUCIN, 2 POLES WEST AND ACROSS THE TRACK FROM
 MS0421'MILE POST 696, 3 POLES EAST OF A WOODEN BRIDGE, 50.1 FEET SOUTH OF THE
 MS0421'SOUTH RAIL, 2 FEET WEST OF A TELEPHONE POLE, 1.6 FEET EAST OF A
 MS0421'WITNESS POST, ABOUT 4 1/2 FEET LOWER THAN THE TRACK AND IN THE TOP OF
 MS0421'A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0161 ***********************************************************************
 LO0161  DESIGNATION -  G 159
 LO0161  PID         -  LO0161
 LO0161  STATE/COUNTY-  UT/SUMMIT
 LO0161  COUNTRY     -  US
 LO0161  USGS QUAD   -  MIRROR LAKE (2017)
 LO0161
 LO0161                         *CURRENT SURVEY CONTROL
 LO0161  ______________________________________________________________________
 LO0161* NAD 83(1986) POSITION- 40 38 19.     (N) 110 57 04.     (W)   SCALED
 LO0161* NAVD 88 ORTHO HEIGHT -  2763.766 (meters)     9067.46  (feet) ADJUSTED
 LO0161  ______________________________________________________________________
 LO0161  GEOID HEIGHT    -        -13.205 (meters)                     GEOID18
 LO0161  DYNAMIC HEIGHT  -       2760.843 (meters)     9057.87  (feet) COMP
 LO0161  MODELED GRAVITY -    979,465.6   (mgal)                       NAVD 88
 LO0161
 LO0161  VERT ORDER      -  SECOND    CLASS 0
 LO0161
 LO0161.The horizontal coordinates were scaled from a map and have
 LO0161.an estimated accuracy of +/- 6 seconds.
 LO0161
 LO0161.The orthometric height was determined by differential leveling and
 LO0161.adjusted by the NATIONAL GEODETIC SURVEY
 LO0161.in June 1991.
 LO0161
 LO0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0161.GEOID18 height accuracy estimate available here.
 LO0161
 LO0161.Click photographs - Photos may exist for this station.
 LO0161
 LO0161.The dynamic height is computed by dividing the NAVD 88
 LO0161.geopotential number by the normal gravity value computed on the
 LO0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0161.degrees latitude (g = 980.6199 gals.).
 LO0161
 LO0161.The modeled gravity was interpolated from observed gravity values.
 LO0161
 LO0161;                    North         East    Units  Estimated Accuracy
 LO0161;SPC UT N     - 1,034,050.      546,430.      MT  (+/- 180 meters Scaled)
 LO0161
 LO0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK041986(NAD 83)
 LO0161
 LO0161                          SUPERSEDED SURVEY CONTROL
 LO0161
 LO0161  NGVD 29 (??/??/92) 2762.258  (m)         9062.51   (f) ADJ UNCH    2 0
 LO0161
 LO0161.Superseded values are not recommended for survey control.
 LO0161
 LO0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0161.See file dsdata.pdf to determine how the superseded data were derived.
 LO0161
 LO0161_MARKER: DB = BENCH MARK DISK
 LO0161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0161_SP_SET: CULVERT
 LO0161_STAMPING: G 159 1962
 LO0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0161
 LO0161  HISTORY     - Date     Condition        Report By
 LO0161  HISTORY     - 1962     MONUMENTED       CGS
 LO0161
 LO0161                          STATION DESCRIPTION
 LO0161
 LO0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0161'23.15 MI E FROM KAMAS.
 LO0161'23.15 MILES EAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0161'HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP OF THE SOUTH-SOUTHWEST END
 LO0161'OF THE WEST-NORTHWEST CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT, 20
 LO0161'FEET WEST-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET
 LO0161'NORTHWEST AND ACROSS THE HIGHWAY FROM A SLATE GORGE SIGN, AND ABOUT 4
 LO0161'FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0021 ***********************************************************************
 KN0021  DESIGNATION -  G 16
 KN0021  PID         -  KN0021
 KN0021  STATE/COUNTY-  UT/EMERY
 KN0021  COUNTRY     -  US
 KN0021  USGS QUAD   -  DESERT (2017)
 KN0021
 KN0021                         *CURRENT SURVEY CONTROL
 KN0021  ______________________________________________________________________
 KN0021* NAD 83(1986) POSITION- 39 07 22.9    (N) 110 19 48.4    (W)   HD_HELD2
 KN0021* NAVD 88 ORTHO HEIGHT -  1401.472 (meters)     4598.00  (feet) ADJUSTED
 KN0021  ______________________________________________________________________
 KN0021  GEOID HEIGHT    -        -19.412 (meters)                     GEOID18
 KN0021  DYNAMIC HEIGHT  -       1400.102 (meters)     4593.50  (feet) COMP
 KN0021  MODELED GRAVITY -    979,601.5   (mgal)                       NAVD 88
 KN0021
 KN0021  VERT ORDER      -  FIRST     CLASS II
 KN0021
 KN0021.The horizontal coordinates were established by autonomous hand held GPS
 KN0021.observations and have an estimated accuracy of +/- 10 meters.
 KN0021
 KN0021.The orthometric height was determined by differential leveling and
 KN0021.adjusted by the NATIONAL GEODETIC SURVEY
 KN0021.in June 1991.
 KN0021
 KN0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0021.GEOID18 height accuracy estimate available here.
 KN0021
 KN0021.Click photographs - Photos may exist for this station.
 KN0021
 KN0021.The dynamic height is computed by dividing the NAVD 88
 KN0021.geopotential number by the normal gravity value computed on the
 KN0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0021.degrees latitude (g = 980.6199 gals.).
 KN0021
 KN0021.The modeled gravity was interpolated from observed gravity values.
 KN0021
 KN0021;                    North         East    Units  Estimated Accuracy
 KN0021;SPC UT C     - 2,088,334.      601,162.      MT  (+/- 10 meters HH2 GPS)
 KN0021
 KN0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ5790630642(NAD 83)
 KN0021
 KN0021                          SUPERSEDED SURVEY CONTROL
 KN0021
 KN0021  NGVD 29 (??/??/92) 1400.467  (m)         4594.70   (f) ADJ UNCH    1 2
 KN0021
 KN0021.Superseded values are not recommended for survey control.
 KN0021
 KN0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0021.See file dsdata.pdf to determine how the superseded data were derived.
 KN0021
 KN0021_MARKER: DB = BENCH MARK DISK
 KN0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0021_STAMPING: 4594.699 G 16 1927
 KN0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0021+STABILITY: SURFACE MOTION
 KN0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0021+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2009
 KN0021
 KN0021  HISTORY     - Date     Condition        Report By
 KN0021  HISTORY     - 1927     MONUMENTED       CGS
 KN0021  HISTORY     - 1954     GOOD             CGS
 KN0021  HISTORY     - 20091107 GOOD             GEOCAC
 KN0021
 KN0021                          STATION DESCRIPTION
 KN0021
 KN0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KN0021'10.5 MI SE FROM WOODSIDE.
 KN0021'10.5 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0021'FROM WOODSIDE, EMERY COUNTY, ABOUT 175 YARDS NORTH OF MILEPOST 570,
 KN0021'AND 89 FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 KN0021'STAMPED 4594.699 G 16 1927 AND SET IN THE TOP OF A CONCRETE POST.
 KN0021
 KN0021                          STATION RECOVERY (2009)
 KN0021
 KN0021'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 KN0021'MARK IS ABOUT 50 FEET NE OF THE ABANDONED HIGHWAY CENTERLINE AND
 KN0021'BETWEEN TWO SURVEY LATH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0175 ***********************************************************************
 LO0175  DESIGNATION -  G 160
 LO0175  PID         -  LO0175
 LO0175  STATE/COUNTY-  UT/DUCHESNE
 LO0175  COUNTRY     -  US
 LO0175  USGS QUAD   -  MIRROR LAKE (2017)
 LO0175
 LO0175                         *CURRENT SURVEY CONTROL
 LO0175  ______________________________________________________________________
 LO0175* NAD 83(1986) POSITION- 40 41 42.1    (N) 110 53 28.3    (W)   HD_HELD2
 LO0175* NAVD 88 ORTHO HEIGHT -  3158.921 (meters)    10363.89  (feet) ADJUSTED
 LO0175  ______________________________________________________________________
 LO0175  GEOID HEIGHT    -        -12.815 (meters)                     GEOID18
 LO0175  DYNAMIC HEIGHT  -       3155.483 (meters)    10352.61  (feet) COMP
 LO0175  MODELED GRAVITY -    979,418.7   (mgal)                       NAVD 88
 LO0175
 LO0175  VERT ORDER      -  SECOND    CLASS 0
 LO0175
 LO0175.The horizontal coordinates were established by autonomous hand held GPS
 LO0175.observations and have an estimated accuracy of +/- 10 meters.
 LO0175
 LO0175.The orthometric height was determined by differential leveling and
 LO0175.adjusted by the NATIONAL GEODETIC SURVEY
 LO0175.in June 1991.
 LO0175
 LO0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0175.GEOID18 height accuracy estimate available here.
 LO0175
 LO0175.Click photographs - Photos may exist for this station.
 LO0175
 LO0175.The dynamic height is computed by dividing the NAVD 88
 LO0175.geopotential number by the normal gravity value computed on the
 LO0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0175.degrees latitude (g = 980.6199 gals.).
 LO0175
 LO0175.The modeled gravity was interpolated from observed gravity values.
 LO0175
 LO0175;                    North         East    Units  Estimated Accuracy
 LO0175;SPC UT C     - 2,262,379.      551,458.      MT  (+/- 10 meters HH2 GPS)
 LO0175
 LO0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL0919204908(NAD 83)
 LO0175
 LO0175                          SUPERSEDED SURVEY CONTROL
 LO0175
 LO0175  NGVD 29 (??/??/92) 3157.345  (m)        10358.72   (f) ADJ UNCH    2 0
 LO0175
 LO0175.Superseded values are not recommended for survey control.
 LO0175
 LO0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0175.See file dsdata.pdf to determine how the superseded data were derived.
 LO0175
 LO0175_MARKER: DB = BENCH MARK DISK
 LO0175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0175_SP_SET: CULVERT
 LO0175_STAMPING: G 160 1962
 LO0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0175
 LO0175  HISTORY     - Date     Condition        Report By
 LO0175  HISTORY     - 1962     MONUMENTED       CGS
 LO0175
 LO0175                          STATION DESCRIPTION
 LO0175
 LO0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0175'31.6 MI NE FROM KAMAS.
 LO0175'31.6 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0175'HIGHWAY 189 ALTERNATE AT KAMAS, 98 FEET SOUTHWEST OF THE CENTER OF THE
 LO0175'JUNCTION OF A ROAD, IN THE TOP OF THE NORTH-NORTHEAST END OF THE
 LO0175'WEST-NORTHWEST CONCRETE HEAD WALL OF A 36-INCH PIPE CULVERT, 25 FEET
 LO0175'WEST-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH
 LO0175'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0330 ***********************************************************************
 LO0330  DESIGNATION -  G 161
 LO0330  PID         -  LO0330
 LO0330  STATE/COUNTY-  UT/SUMMIT
 LO0330  COUNTRY     -  US
 LO0330  USGS QUAD   -  TURNER HOLLOW (2017)
 LO0330
 LO0330                         *CURRENT SURVEY CONTROL
 LO0330  ______________________________________________________________________
 LO0330* NAD 83(1986) POSITION- 40 55 28.     (N) 111 21 55.     (W)   SCALED
 LO0330* NAVD 88 ORTHO HEIGHT -  1740.717 (meters)     5711.00  (feet) ADJUSTED
 LO0330  ______________________________________________________________________
 LO0330  GEOID HEIGHT    -        -15.750 (meters)                     GEOID18
 LO0330  DYNAMIC HEIGHT  -       1739.163 (meters)     5705.90  (feet) COMP
 LO0330  MODELED GRAVITY -    979,670.8   (mgal)                       NAVD 88
 LO0330
 LO0330  VERT ORDER      -  SECOND    CLASS 0
 LO0330
 LO0330.The horizontal coordinates were scaled from a map and have
 LO0330.an estimated accuracy of +/- 6 seconds.
 LO0330
 LO0330.The orthometric height was determined by differential leveling and
 LO0330.adjusted by the NATIONAL GEODETIC SURVEY
 LO0330.in June 1991.
 LO0330
 LO0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0330.GEOID18 height accuracy estimate available here.
 LO0330
 LO0330.Click photographs - Photos may exist for this station.
 LO0330
 LO0330.The dynamic height is computed by dividing the NAVD 88
 LO0330.geopotential number by the normal gravity value computed on the
 LO0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0330.degrees latitude (g = 980.6199 gals.).
 LO0330
 LO0330.The modeled gravity was interpolated from observed gravity values.
 LO0330
 LO0330;                    North         East    Units  Estimated Accuracy
 LO0330;SPC UT N     - 1,065,650.      511,350.      MT  (+/- 180 meters Scaled)
 LO0330
 LO0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL692304(NAD 83)
 LO0330
 LO0330                          SUPERSEDED SURVEY CONTROL
 LO0330
 LO0330  NGVD 29 (??/??/92) 1739.440  (m)         5706.81   (f) ADJ UNCH    2 0
 LO0330
 LO0330.Superseded values are not recommended for survey control.
 LO0330
 LO0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0330.See file dsdata.pdf to determine how the superseded data were derived.
 LO0330
 LO0330_MARKER: DB = BENCH MARK DISK
 LO0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0330_STAMPING: G 161 1962
 LO0330_MARK LOGO: CGS
 LO0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0330+STABILITY: SURFACE MOTION
 LO0330
 LO0330  HISTORY     - Date     Condition        Report By
 LO0330  HISTORY     - 1962     MONUMENTED       CGS
 LO0330
 LO0330                          STATION DESCRIPTION
 LO0330
 LO0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0330'2.05 MI E FROM COALVILLE.
 LO0330'2.05 MILES EAST ALONG STATE HIGHWAY 133 FROM THE COURT HOUSE AT
 LO0330'COALVILLE, 24 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 141 FEET
 LO0330'WEST OF A LONE 14-INCH COTTONWOOD TREE, 7.8 FEET NORTH OF A FENCE, 2
 LO0330'FEET WEST OF A POWER POLE WITH A TRANSFORMER, 1.5 FEET EAST OF A
 LO0330'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 LO0330'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0197 ***********************************************************************
 LO0197  DESIGNATION -  G 162
 LO0197  PID         -  LO0197
 LO0197  STATE/COUNTY-  UT/SUMMIT
 LO0197  COUNTRY     -  US
 LO0197  USGS QUAD   -  DEADMAN MOUNTAIN (2017)
 LO0197
 LO0197                         *CURRENT SURVEY CONTROL
 LO0197  ______________________________________________________________________
 LO0197* NAD 83(1986) POSITION- 40 53 08.     (N) 110 49 55.     (W)   SCALED
 LO0197* NAVD 88 ORTHO HEIGHT -  2575.369 (meters)     8449.36  (feet) ADJUSTED
 LO0197  ______________________________________________________________________
 LO0197  GEOID HEIGHT    -        -13.163 (meters)                     GEOID18
 LO0197  DYNAMIC HEIGHT  -       2572.734 (meters)     8440.71  (feet) COMP
 LO0197  MODELED GRAVITY -    979,507.3   (mgal)                       NAVD 88
 LO0197
 LO0197  VERT ORDER      -  SECOND    CLASS 0
 LO0197
 LO0197.The horizontal coordinates were scaled from a map and have
 LO0197.an estimated accuracy of +/- 6 seconds.
 LO0197
 LO0197.The orthometric height was determined by differential leveling and
 LO0197.adjusted by the NATIONAL GEODETIC SURVEY
 LO0197.in June 1991.
 LO0197
 LO0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0197.GEOID18 height accuracy estimate available here.
 LO0197
 LO0197.Click photographs - Photos may exist for this station.
 LO0197
 LO0197.The dynamic height is computed by dividing the NAVD 88
 LO0197.geopotential number by the normal gravity value computed on the
 LO0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0197.degrees latitude (g = 980.6199 gals.).
 LO0197
 LO0197.The modeled gravity was interpolated from observed gravity values.
 LO0197
 LO0197;                    North         East    Units  Estimated Accuracy
 LO0197;SPC UT N     - 1,061,540.      556,300.      MT  (+/- 180 meters Scaled)
 LO0197
 LO0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL141260(NAD 83)
 LO0197
 LO0197                          SUPERSEDED SURVEY CONTROL
 LO0197
 LO0197  NGVD 29 (??/??/92) 2573.846  (m)         8444.36   (f) ADJ UNCH    2 0
 LO0197
 LO0197.Superseded values are not recommended for survey control.
 LO0197
 LO0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0197.See file dsdata.pdf to determine how the superseded data were derived.
 LO0197
 LO0197_MARKER: DB = BENCH MARK DISK
 LO0197_SETTING: 80 = SET IN A BOULDER
 LO0197_STAMPING: G 162 1962
 LO0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0197+STABILITY: SURFACE MOTION
 LO0197
 LO0197  HISTORY     - Date     Condition        Report By
 LO0197  HISTORY     - 1962     MONUMENTED       CGS
 LO0197
 LO0197                          STATION DESCRIPTION
 LO0197
 LO0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0197'47.9 MI NE FROM KAMAS.
 LO0197'47.9 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0197'HIGHWAY 189 ALTERNATE AT KAMAS, SET VERTICALLY IN THE WEST FACE OF A
 LO0197'10- BY12-FOOT LONE BOULDER WHICH PROJECTS ABOUT 5 1/2 FEET ABOVE THE
 LO0197'GROUND, 38.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 5 1/2
 LO0197'FEET HIGHER THAN THE HIGHWAY, AND 2.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0586 ***********************************************************************
 HN0586  DESIGNATION -  G 163
 HN0586  PID         -  HN0586
 HN0586  STATE/COUNTY-  UT/GARFIELD
 HN0586  COUNTRY     -  US
 HN0586  USGS QUAD   -  POSY LAKE (2017)
 HN0586
 HN0586                         *CURRENT SURVEY CONTROL
 HN0586  ______________________________________________________________________
 HN0586* NAD 83(1986) POSITION- 37 55 22.     (N) 111 40 40.     (W)   SCALED
 HN0586* NAVD 88 ORTHO HEIGHT -  2407.883 (meters)     7899.86  (feet) ADJUSTED
 HN0586  ______________________________________________________________________
 HN0586  GEOID HEIGHT    -        -18.806 (meters)                     GEOID18
 HN0586  DYNAMIC HEIGHT  -       2404.839 (meters)     7889.88  (feet) COMP
 HN0586  MODELED GRAVITY -    979,278.3   (mgal)                       NAVD 88
 HN0586
 HN0586  VERT ORDER      -  SECOND    CLASS 0
 HN0586
 HN0586.The horizontal coordinates were scaled from a map and have
 HN0586.an estimated accuracy of +/- 6 seconds.
 HN0586
 HN0586.The orthometric height was determined by differential leveling and
 HN0586.adjusted by the NATIONAL GEODETIC SURVEY
 HN0586.in June 1991.
 HN0586
 HN0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0586.GEOID18 height accuracy estimate available here.
 HN0586
 HN0586.Click photographs - Photos may exist for this station.
 HN0586
 HN0586.The dynamic height is computed by dividing the NAVD 88
 HN0586.geopotential number by the normal gravity value computed on the
 HN0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0586.degrees latitude (g = 980.6199 gals.).
 HN0586
 HN0586.The modeled gravity was interpolated from observed gravity values.
 HN0586
 HN0586;                    North         East    Units  Estimated Accuracy
 HN0586;SPC UT S     - 3,139,420.      484,370.      MT  (+/- 180 meters Scaled)
 HN0586
 HN0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG404974(NAD 83)
 HN0586
 HN0586                          SUPERSEDED SURVEY CONTROL
 HN0586
 HN0586  NGVD 29 (??/??/92) 2406.490  (m)         7895.29   (f) ADJ UNCH    2 0
 HN0586
 HN0586.Superseded values are not recommended for survey control.
 HN0586
 HN0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0586.See file dsdata.pdf to determine how the superseded data were derived.
 HN0586
 HN0586_MARKER: DB = BENCH MARK DISK
 HN0586_SETTING: 80 = SET IN A BOULDER
 HN0586_STAMPING: G 163 1962
 HN0586_MARK LOGO: CGS
 HN0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0586+STABILITY: SURFACE MOTION
 HN0586
 HN0586  HISTORY     - Date     Condition        Report By
 HN0586  HISTORY     - 1962     MONUMENTED       CGS
 HN0586  HISTORY     - 1963     GOOD             CGS
 HN0586
 HN0586                          STATION DESCRIPTION
 HN0586
 HN0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0586'13.3 MI N FROM ESCALANTE.
 HN0586'13.3 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 HN0586'ESCALANTE, ON A SMALL ROCKY KNOLL, ABOUT 55 YARDS SOUTHEAST OF THE
 HN0586'CENTER OF A SWITCHBACK, IN THE TOP OF A 4- BY 5-FOOT BOULDER WHICH
 HN0586'PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 32 FEET SOUTHWEST OF THE
 HN0586'CENTER LINE OF THE ROAD, 12.1 FEET SOUTHWEST OF A WITNESS POST, AND
 HN0586'ABOUT 4 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0651 ***********************************************************************
 HN0651  DESIGNATION -  G 164
 HN0651  PID         -  HN0651
 HN0651  STATE/COUNTY-  UT/GARFIELD
 HN0651  COUNTRY     -  US
 HN0651  USGS QUAD   -  UPPER VALLEY (2017)
 HN0651
 HN0651                         *CURRENT SURVEY CONTROL
 HN0651  ______________________________________________________________________
 HN0651* NAD 83(1986) POSITION- 37 40 24.     (N) 111 49 39.     (W)   SCALED
 HN0651* NAVD 88 ORTHO HEIGHT -  2211.566 (meters)     7255.78  (feet) ADJUSTED
 HN0651  ______________________________________________________________________
 HN0651  GEOID HEIGHT    -        -20.054 (meters)                     GEOID18
 HN0651  DYNAMIC HEIGHT  -       2208.807 (meters)     7246.73  (feet) COMP
 HN0651  MODELED GRAVITY -    979,302.6   (mgal)                       NAVD 88
 HN0651
 HN0651  VERT ORDER      -  SECOND    CLASS 0
 HN0651
 HN0651.The horizontal coordinates were scaled from a map and have
 HN0651.an estimated accuracy of +/- 6 seconds.
 HN0651
 HN0651.The orthometric height was determined by differential leveling and
 HN0651.adjusted by the NATIONAL GEODETIC SURVEY
 HN0651.in June 1991.
 HN0651
 HN0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0651.GEOID18 height accuracy estimate available here.
 HN0651
 HN0651.Click photographs - Photos may exist for this station.
 HN0651
 HN0651.The dynamic height is computed by dividing the NAVD 88
 HN0651.geopotential number by the normal gravity value computed on the
 HN0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0651.degrees latitude (g = 980.6199 gals.).
 HN0651
 HN0651.The modeled gravity was interpolated from observed gravity values.
 HN0651
 HN0651;                    North         East    Units  Estimated Accuracy
 HN0651;SPC UT S     - 3,111,770.      471,110.      MT  (+/- 180 meters Scaled)
 HN0651
 HN0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG270698(NAD 83)
 HN0651
 HN0651                          SUPERSEDED SURVEY CONTROL
 HN0651
 HN0651  NGVD 29 (??/??/92) 2210.199  (m)         7251.29   (f) ADJ UNCH    2 0
 HN0651
 HN0651.Superseded values are not recommended for survey control.
 HN0651
 HN0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0651.See file dsdata.pdf to determine how the superseded data were derived.
 HN0651
 HN0651_MARKER: DB = BENCH MARK DISK
 HN0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0651_STAMPING: G 164 1963
 HN0651_MARK LOGO: CGS
 HN0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0651+STABILITY: SURFACE MOTION
 HN0651
 HN0651  HISTORY     - Date     Condition        Report By
 HN0651  HISTORY     - 1963     MONUMENTED       CGS
 HN0651
 HN0651                          STATION DESCRIPTION
 HN0651
 HN0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0651'15.9 MI SW FROM ESCALANTE.
 HN0651'15.9 MILES SOUTHWEST ALONG STATE HIGHWAY FROM THE LDS SOUTH WARD
 HN0651'CHURCH AT ESCALANTE, 0.05 MILE SOUTHWEST OF THE JUNCTION OF A DIRT
 HN0651'ROAD NORTHWEST AND A CATTLEGUARD, 0.05 MILE NORTHEAST OF A WOODEN
 HN0651'BRIDGE OVER DEAD MARE WASH, 75 FEET SOUTHEAST OF THE CENTER LINE OF
 HN0651'THE HIGHWAY, 2 FEET NORTHWEST OF A TELEPHONE POLE, 2.5 FEET SOUTH OF A
 HN0651'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 HN0651'CONCRETE POST PROJECTING 0.3 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0063 ***********************************************************************
 HO0063  DESIGNATION -  G 165
 HO0063  PID         -  HO0063
 HO0063  STATE/COUNTY-  UT/GARFIELD
 HO0063  COUNTRY     -  US
 HO0063  USGS QUAD   -  CANNONVILLE (2017)
 HO0063
 HO0063                         *CURRENT SURVEY CONTROL
 HO0063  ______________________________________________________________________
 HO0063* NAD 83(1986) POSITION- 37 36 39.     (N) 112 03 47.     (W)   SCALED
 HO0063* NAVD 88 ORTHO HEIGHT -  1873.477 (meters)     6146.57  (feet) ADJUSTED
 HO0063  ______________________________________________________________________
 HO0063  GEOID HEIGHT    -        -20.345 (meters)                     GEOID18
 HO0063  DYNAMIC HEIGHT  -       1871.260 (meters)     6139.29  (feet) COMP
 HO0063  MODELED GRAVITY -    979,380.2   (mgal)                       NAVD 88
 HO0063
 HO0063  VERT ORDER      -  SECOND    CLASS 0
 HO0063
 HO0063.The horizontal coordinates were scaled from a map and have
 HO0063.an estimated accuracy of +/- 6 seconds.
 HO0063
 HO0063.The orthometric height was determined by differential leveling and
 HO0063.adjusted by the NATIONAL GEODETIC SURVEY
 HO0063.in June 1991.
 HO0063
 HO0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0063.GEOID18 height accuracy estimate available here.
 HO0063
 HO0063.Click photographs - Photos may exist for this station.
 HO0063
 HO0063.The dynamic height is computed by dividing the NAVD 88
 HO0063.geopotential number by the normal gravity value computed on the
 HO0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0063.degrees latitude (g = 980.6199 gals.).
 HO0063
 HO0063.The modeled gravity was interpolated from observed gravity values.
 HO0063
 HO0063;                    North         East    Units  Estimated Accuracy
 HO0063;SPC UT S     - 3,104,940.      450,290.      MT  (+/- 180 meters Scaled)
 HO0063
 HO0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG061631(NAD 83)
 HO0063
 HO0063                          SUPERSEDED SURVEY CONTROL
 HO0063
 HO0063  NGVD 29 (??/??/92) 1872.198  (m)         6142.37   (f) ADJ UNCH    2 0
 HO0063
 HO0063.Superseded values are not recommended for survey control.
 HO0063
 HO0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0063.See file dsdata.pdf to determine how the superseded data were derived.
 HO0063
 HO0063_MARKER: DB = BENCH MARK DISK
 HO0063_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0063_SP_SET: CULVERT HEADWALL
 HO0063_STAMPING: G 165 1963
 HO0063_MARK LOGO: CGS
 HO0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0063+STABILITY: SURFACE MOTION
 HO0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0063+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2008
 HO0063
 HO0063  HISTORY     - Date     Condition        Report By
 HO0063  HISTORY     - 1963     MONUMENTED       CGS
 HO0063  HISTORY     - 20080910 GOOD             INDIV
 HO0063
 HO0063                          STATION DESCRIPTION
 HO0063
 HO0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0063'1.55 MI S FROM TROPIC.
 HO0063'1.55 MILES SOUTH ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT TROPIC,
 HO0063'IN THE TOP OF A LEDGE OF A MASSIVE OUTCROP, 33 FEET WEST-SOUTHWEST OF
 HO0063'THE CENTER LINE OF THE HIGHWAY, 114 FEET NORTH-NORTHWEST OF THE CENTER
 HO0063'OF THE WEST-SOUTHWEST END OF A 24-INCH PIPE CULVERT, 3.2 FEET
 HO0063'SOUTHWEST OF A WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 HO0063
 HO0063                          STATION RECOVERY (2008)
 HO0063
 HO0063'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (RCW)
 HO0063'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0617 ***********************************************************************
 HN0617  DESIGNATION -  G 166
 HN0617  PID         -  HN0617
 HN0617  STATE/COUNTY-  UT/GARFIELD
 HN0617  COUNTRY     -  US
 HN0617  USGS QUAD   -  GRIFFIN POINT (2017)
 HN0617
 HN0617                         *CURRENT SURVEY CONTROL
 HN0617  ______________________________________________________________________
 HN0617* NAD 83(1986) POSITION- 37 46 49.     (N) 111 46 00.     (W)   SCALED
 HN0617* NAVD 88 ORTHO HEIGHT -  2053.152 (meters)     6736.05  (feet) ADJUSTED
 HN0617  ______________________________________________________________________
 HN0617  GEOID HEIGHT    -        -19.554 (meters)                     GEOID18
 HN0617  DYNAMIC HEIGHT  -       2050.675 (meters)     6727.92  (feet) COMP
 HN0617  MODELED GRAVITY -    979,349.8   (mgal)                       NAVD 88
 HN0617
 HN0617  VERT ORDER      -  SECOND    CLASS 0
 HN0617
 HN0617.The horizontal coordinates were scaled from a map and have
 HN0617.an estimated accuracy of +/- 6 seconds.
 HN0617
 HN0617.The orthometric height was determined by differential leveling and
 HN0617.adjusted by the NATIONAL GEODETIC SURVEY
 HN0617.in June 1991.
 HN0617
 HN0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0617.GEOID18 height accuracy estimate available here.
 HN0617
 HN0617.Click photographs - Photos may exist for this station.
 HN0617
 HN0617.The dynamic height is computed by dividing the NAVD 88
 HN0617.geopotential number by the normal gravity value computed on the
 HN0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0617.degrees latitude (g = 980.6199 gals.).
 HN0617
 HN0617.The modeled gravity was interpolated from observed gravity values.
 HN0617
 HN0617;                    North         East    Units  Estimated Accuracy
 HN0617;SPC UT S     - 3,123,630.      476,510.      MT  (+/- 180 meters Scaled)
 HN0617
 HN0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG324817(NAD 83)
 HN0617
 HN0617                          SUPERSEDED SURVEY CONTROL
 HN0617
 HN0617  NGVD 29 (??/??/92) 2051.853  (m)         6731.79   (f) ADJ UNCH    2 0
 HN0617
 HN0617.Superseded values are not recommended for survey control.
 HN0617
 HN0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0617.See file dsdata.pdf to determine how the superseded data were derived.
 HN0617
 HN0617_MARKER: DB = BENCH MARK DISK
 HN0617_SETTING: 80 = SET IN A BOULDER
 HN0617_STAMPING: G 166 1963
 HN0617_MARK LOGO: CGS
 HN0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0617+STABILITY: SURFACE MOTION
 HN0617
 HN0617  HISTORY     - Date     Condition        Report By
 HN0617  HISTORY     - 1963     MONUMENTED       CGS
 HN0617
 HN0617                          STATION DESCRIPTION
 HN0617
 HN0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0617'10.1 MI NW FROM ESCALANTE.
 HN0617'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0617'AT ESCALANTE, THENCE 5.25 MILES NORTHWEST ALONG A DIRT ROAD, 0.1 MILE
 HN0617'SOUTHEAST OF THE EAST BOUNDARY OF DIXIE NATIONAL FOREST, IN THE TOP OF
 HN0617'A 4- BY 4-FOOT BOULDER WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, 20
 HN0617'FEET NORTH OF THE CENTER LINE OF THE ROAD, 216 FEET NORTHWEST OF THE
 HN0617'CENTER OF THE NORTH END OF A 30-INCH PIPE CULVERT, 3.0 FEET SOUTH OF A
 HN0617'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0220 ***********************************************************************
 JN0220  DESIGNATION -  G 167
 JN0220  PID         -  JN0220
 JN0220  STATE/COUNTY-  UT/WAYNE
 JN0220  COUNTRY     -  US
 JN0220  USGS QUAD   -  SMOOTH KNOLL (2017)
 JN0220
 JN0220                         *CURRENT SURVEY CONTROL
 JN0220  ______________________________________________________________________
 JN0220* NAD 83(1986) POSITION- 38 12 24.     (N) 111 39 08.     (W)   SCALED
 JN0220* NAVD 88 ORTHO HEIGHT -  2615.273 (meters)     8580.27  (feet) ADJUSTED
 JN0220  ______________________________________________________________________
 JN0220  GEOID HEIGHT    -        -17.770 (meters)                     GEOID18
 JN0220  DYNAMIC HEIGHT  -       2611.964 (meters)     8569.42  (feet) COMP
 JN0220  MODELED GRAVITY -    979,268.1   (mgal)                       NAVD 88
 JN0220
 JN0220  VERT ORDER      -  SECOND    CLASS 0
 JN0220
 JN0220.The horizontal coordinates were scaled from a map and have
 JN0220.an estimated accuracy of +/- 6 seconds.
 JN0220
 JN0220.The orthometric height was determined by differential leveling and
 JN0220.adjusted by the NATIONAL GEODETIC SURVEY
 JN0220.in June 1991.
 JN0220
 JN0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0220.GEOID18 height accuracy estimate available here.
 JN0220
 JN0220.Click photographs - Photos may exist for this station.
 JN0220
 JN0220.The dynamic height is computed by dividing the NAVD 88
 JN0220.geopotential number by the normal gravity value computed on the
 JN0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0220.degrees latitude (g = 980.6199 gals.).
 JN0220
 JN0220.The modeled gravity was interpolated from observed gravity values.
 JN0220
 JN0220;                    North         East    Units  Estimated Accuracy
 JN0220;SPC UT S     - 3,170,930.      486,670.      MT  (+/- 180 meters Scaled)
 JN0220
 JN0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH428289(NAD 83)
 JN0220
 JN0220                          SUPERSEDED SURVEY CONTROL
 JN0220
 JN0220  NGVD 29 (??/??/92) 2613.825  (m)         8575.52   (f) ADJ UNCH    2 0
 JN0220
 JN0220.Superseded values are not recommended for survey control.
 JN0220
 JN0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0220.See file dsdata.pdf to determine how the superseded data were derived.
 JN0220
 JN0220_MARKER: DB = BENCH MARK DISK
 JN0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0220_STAMPING: G 167 1963
 JN0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0220+STABILITY: SURFACE MOTION
 JN0220
 JN0220  HISTORY     - Date     Condition        Report By
 JN0220  HISTORY     - 1963     MONUMENTED       CGS
 JN0220
 JN0220                          STATION DESCRIPTION
 JN0220
 JN0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0220'15.2 MI S FROM LOA.
 JN0220'15.2 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0220'24 AT LOA, 0.2 MILE SOUTHWEST OF THE JUNCTION OF AN ABANDONED DIRT
 JN0220'ROAD WEST (FORMER ALIGNMENT OF THE ROAD), 30 FEET NORTHWEST OF THE
 JN0220'CENTER LINE OF THE ROAD, 121 FEET EAST OF THE CENTER LINE OF THE ROAD
 JN0220'WEST, 2.0 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 JN0220'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 JN0220'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0635 ***********************************************************************
 HN0635  DESIGNATION -  G 168
 HN0635  PID         -  HN0635
 HN0635  STATE/COUNTY-  UT/GARFIELD
 HN0635  COUNTRY     -  US
 HN0635  USGS QUAD   -  DAVE CANYON (2017)
 HN0635
 HN0635                         *CURRENT SURVEY CONTROL
 HN0635  ______________________________________________________________________
 HN0635* NAD 83(1986) POSITION- 37 44 26.     (N) 111 33 16.     (W)   SCALED
 HN0635* NAVD 88 ORTHO HEIGHT -  1747.750 (meters)     5734.08  (feet) ADJUSTED
 HN0635  ______________________________________________________________________
 HN0635  GEOID HEIGHT    -        -20.239 (meters)                     GEOID18
 HN0635  DYNAMIC HEIGHT  -       1745.732 (meters)     5727.46  (feet) COMP
 HN0635  MODELED GRAVITY -    979,413.7   (mgal)                       NAVD 88
 HN0635
 HN0635  VERT ORDER      -  SECOND    CLASS 0
 HN0635
 HN0635.The horizontal coordinates were scaled from a map and have
 HN0635.an estimated accuracy of +/- 6 seconds.
 HN0635
 HN0635.The orthometric height was determined by differential leveling and
 HN0635.adjusted by the NATIONAL GEODETIC SURVEY
 HN0635.in June 1991.
 HN0635
 HN0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0635.GEOID18 height accuracy estimate available here.
 HN0635
 HN0635.Click photographs - Photos may exist for this station.
 HN0635
 HN0635.The dynamic height is computed by dividing the NAVD 88
 HN0635.geopotential number by the normal gravity value computed on the
 HN0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0635.degrees latitude (g = 980.6199 gals.).
 HN0635
 HN0635.The modeled gravity was interpolated from observed gravity values.
 HN0635
 HN0635;                    North         East    Units  Estimated Accuracy
 HN0635;SPC UT S     - 3,119,190.      495,200.      MT  (+/- 180 meters Scaled)
 HN0635
 HN0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG511771(NAD 83)
 HN0635
 HN0635                          SUPERSEDED SURVEY CONTROL
 HN0635
 HN0635  NGVD 29 (??/??/92) 1746.562  (m)         5730.18   (f) ADJ UNCH    2 0
 HN0635
 HN0635.Superseded values are not recommended for survey control.
 HN0635
 HN0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0635.See file dsdata.pdf to determine how the superseded data were derived.
 HN0635
 HN0635_MARKER: DB = BENCH MARK DISK
 HN0635_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HN0635_SP_SET: CULVERT HEADWALL
 HN0635_STAMPING: G 168 1963
 HN0635_MARK LOGO: CGS
 HN0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0635+STABILITY: SURFACE MOTION
 HN0635
 HN0635  HISTORY     - Date     Condition        Report By
 HN0635  HISTORY     - 1963     MONUMENTED       CGS
 HN0635
 HN0635                          STATION DESCRIPTION
 HN0635
 HN0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0635'3.1 MI SE FROM ESCALANTE.
 HN0635'3.1 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0635'AT ESCALANTE, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD
 HN0635'WALL OF A 48-INCH PIPE CULVERT, 29 FEET SOUTH OF THE CENTER LINE OF
 HN0635'THE HIGHWAY, AND ABOUT 8 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0500 ***********************************************************************
 HN0500  DESIGNATION -  G 169
 HN0500  PID         -  HN0500
 HN0500  STATE/COUNTY-  UT/KANE
 HN0500  COUNTRY     -  US
 HN0500  USGS QUAD   -  SOONER BENCH (2017)
 HN0500
 HN0500                         *CURRENT SURVEY CONTROL
 HN0500  ______________________________________________________________________
 HN0500* NAD 83(1986) POSITION- 37 21 40.     (N) 111 06 37.     (W)   SCALED
 HN0500* NAVD 88 ORTHO HEIGHT -  1441.812 (meters)     4730.34  (feet) ADJUSTED
 HN0500  ______________________________________________________________________
 HN0500  GEOID HEIGHT    -        -22.389 (meters)                     GEOID18
 HN0500  DYNAMIC HEIGHT  -       1440.170 (meters)     4724.96  (feet) COMP
 HN0500  MODELED GRAVITY -    979,442.0   (mgal)                       NAVD 88
 HN0500
 HN0500  VERT ORDER      -  SECOND    CLASS 0
 HN0500
 HN0500.The horizontal coordinates were scaled from a map and have
 HN0500.an estimated accuracy of +/- 6 seconds.
 HN0500
 HN0500.The orthometric height was determined by differential leveling and
 HN0500.adjusted by the NATIONAL GEODETIC SURVEY
 HN0500.in June 1991.
 HN0500
 HN0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0500.GEOID18 height accuracy estimate available here.
 HN0500
 HN0500.Click photographs - Photos may exist for this station.
 HN0500
 HN0500.The dynamic height is computed by dividing the NAVD 88
 HN0500.geopotential number by the normal gravity value computed on the
 HN0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0500.degrees latitude (g = 980.6199 gals.).
 HN0500
 HN0500.The modeled gravity was interpolated from observed gravity values.
 HN0500
 HN0500;                    North         East    Units  Estimated Accuracy
 HN0500;SPC UT S     - 3,077,140.      534,520.      MT  (+/- 180 meters Scaled)
 HN0500
 HN0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG902349(NAD 83)
 HN0500
 HN0500                          SUPERSEDED SURVEY CONTROL
 HN0500
 HN0500  NGVD 29 (??/??/92) 1440.778  (m)         4726.95   (f) ADJ UNCH    2 0
 HN0500
 HN0500.Superseded values are not recommended for survey control.
 HN0500
 HN0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0500.See file dsdata.pdf to determine how the superseded data were derived.
 HN0500
 HN0500_MARKER: DB = BENCH MARK DISK
 HN0500_SETTING: 66 = SET IN ROCK OUTCROP
 HN0500_STAMPING: G 169 1963
 HN0500_MARK LOGO: CGS
 HN0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0500+STABILITY: POSITION/ELEVATION WELL
 HN0500
 HN0500  HISTORY     - Date     Condition        Report By
 HN0500  HISTORY     - 1963     MONUMENTED       CGS
 HN0500
 HN0500                          STATION DESCRIPTION
 HN0500
 HN0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0500'40.85 MI SE FROM ESCALANTE.
 HN0500'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0500'AT ESCALANTE, THENCE 35.85 MILES SOUTHEAST ALONG A DIRT ROAD, 0.25
 HN0500'MILE SOUTHEAST OF THE JUNCTION OF A TRACK ROAD NORTHEAST, AT THE SOUTH
 HN0500'BASE OF A LARGE PROMINENT RED SANDSTONE OUTCROP, IN THE TOP OF A LEDGE
 HN0500'OF THE OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 263
 HN0500'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 20.0 FEET EAST OF A
 HN0500'WITNESS POST, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0448 ***********************************************************************
 LO0448  DESIGNATION -  G 17
 LO0448  PID         -  LO0448
 LO0448  STATE/COUNTY-  UT/UTAH
 LO0448  COUNTRY     -  US
 LO0448  USGS QUAD   -  BILLIES MOUNTAIN (2017)
 LO0448
 LO0448                         *CURRENT SURVEY CONTROL
 LO0448  ______________________________________________________________________
 LO0448* NAD 83(1986) POSITION- 40 00 17.     (N) 111 29 51.     (W)   SCALED
 LO0448* NAVD 88 ORTHO HEIGHT -  1530.544 (meters)     5021.46  (feet) ADJUSTED
 LO0448  ______________________________________________________________________
 LO0448  GEOID HEIGHT    -        -16.675 (meters)                     GEOID18
 LO0448  DYNAMIC HEIGHT  -       1529.135 (meters)     5016.84  (feet) COMP
 LO0448  MODELED GRAVITY -    979,652.6   (mgal)                       NAVD 88
 LO0448
 LO0448  VERT ORDER      -  FIRST     CLASS II
 LO0448
 LO0448.The horizontal coordinates were scaled from a map and have
 LO0448.an estimated accuracy of +/- 6 seconds.
 LO0448
 LO0448.The orthometric height was determined by differential leveling and
 LO0448.adjusted by the NATIONAL GEODETIC SURVEY
 LO0448.in June 1991.
 LO0448
 LO0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0448.GEOID18 height accuracy estimate available here.
 LO0448
 LO0448.Click photographs - Photos may exist for this station.
 LO0448
 LO0448.The dynamic height is computed by dividing the NAVD 88
 LO0448.geopotential number by the normal gravity value computed on the
 LO0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0448.degrees latitude (g = 980.6199 gals.).
 LO0448
 LO0448.The modeled gravity was interpolated from observed gravity values.
 LO0448
 LO0448;                    North         East    Units  Estimated Accuracy
 LO0448;SPC UT C     - 2,185,560.      500,210.      MT  (+/- 180 meters Scaled)
 LO0448
 LO0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK575283(NAD 83)
 LO0448
 LO0448                          SUPERSEDED SURVEY CONTROL
 LO0448
 LO0448  NGVD 29 (??/??/92) 1529.482  (m)         5017.98   (f) ADJ UNCH    1 2
 LO0448
 LO0448.Superseded values are not recommended for survey control.
 LO0448
 LO0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0448.See file dsdata.pdf to determine how the superseded data were derived.
 LO0448
 LO0448_MARKER: DB = BENCH MARK DISK
 LO0448_SETTING: 66 = SET IN ROCK OUTCROP
 LO0448_STAMPING: 5017.976 G 17 1927
 LO0448_MARK LOGO: CGS
 LO0448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0448+STABILITY: POSITION/ELEVATION WELL
 LO0448
 LO0448  HISTORY     - Date     Condition        Report By
 LO0448  HISTORY     - 1927     MONUMENTED       CGS
 LO0448  HISTORY     - 1934     GOOD             CGS
 LO0448
 LO0448                          STATION DESCRIPTION
 LO0448
 LO0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0448'0.8 MI N FROM THISTLE.
 LO0448'ABOUT 3/4 MILE NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 LO0448'FROM THISTLE, UTAH COUNTY, 27 FEET WEST OF THE CENTERLINE OF THE WEST
 LO0448'TRACK, AT THE BASE OF A ROCK CUT, NEAR THE NORTH END, AND IN A ROCK
 LO0448'LEDGE.  A STANDARD DISK, ERRONEOUSLY STAMPED 5017.976 G 17 1927.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0019 ***********************************************************************
 MS0019  DESIGNATION -  G 170
 MS0019  PID         -  MS0019
 MS0019  STATE/COUNTY-  UT/BOX ELDER
 MS0019  COUNTRY     -  US
 MS0019  USGS QUAD   -  CUTLER DAM (2017)
 MS0019
 MS0019                         *CURRENT SURVEY CONTROL
 MS0019  ______________________________________________________________________
 MS0019* NAD 83(1986) POSITION- 41 46 29.     (N) 112 05 45.     (W)   SCALED
 MS0019* NAVD 88 ORTHO HEIGHT -  1347.248 (meters)     4420.10  (feet) ADJUSTED
 MS0019  ______________________________________________________________________
 MS0019  GEOID HEIGHT    -        -15.471 (meters)                     GEOID18
 MS0019  DYNAMIC HEIGHT  -       1346.313 (meters)     4417.03  (feet) COMP
 MS0019  MODELED GRAVITY -    979,881.9   (mgal)                       NAVD 88
 MS0019
 MS0019  VERT ORDER      -  FIRST     CLASS I
 MS0019
 MS0019.The horizontal coordinates were scaled from a map and have
 MS0019.an estimated accuracy of +/- 6 seconds.
 MS0019
 MS0019.The orthometric height was determined by differential leveling and
 MS0019.adjusted by the NATIONAL GEODETIC SURVEY
 MS0019.in June 1991.
 MS0019
 MS0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0019.GEOID18 height accuracy estimate available here.
 MS0019
 MS0019.Click photographs - Photos may exist for this station.
 MS0019
 MS0019.The dynamic height is computed by dividing the NAVD 88
 MS0019.geopotential number by the normal gravity value computed on the
 MS0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0019.degrees latitude (g = 980.6199 gals.).
 MS0019
 MS0019.The modeled gravity was interpolated from observed gravity values.
 MS0019
 MS0019;                    North         East    Units  Estimated Accuracy
 MS0019;SPC UT N     - 1,160,240.      450,460.      MT  (+/- 180 meters Scaled)
 MS0019
 MS0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM089253(NAD 83)
 MS0019
 MS0019                          SUPERSEDED SURVEY CONTROL
 MS0019
 MS0019  NGVD 29 (??/??/92) 1346.234  (m)         4416.77   (f) ADJ UNCH    1 1
 MS0019
 MS0019.Superseded values are not recommended for survey control.
 MS0019
 MS0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0019.See file dsdata.pdf to determine how the superseded data were derived.
 MS0019
 MS0019_MARKER: DB = BENCH MARK DISK
 MS0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0019_STAMPING: G 170 1967
 MS0019_MARK LOGO: CGS
 MS0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0019+STABILITY: SURFACE MOTION
 MS0019
 MS0019  HISTORY     - Date     Condition        Report By
 MS0019  HISTORY     - 1967     MONUMENTED       CGS
 MS0019
 MS0019                          STATION DESCRIPTION
 MS0019
 MS0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0019'8.75 MI SW FROM CACHE JUNCTION.
 MS0019'8.75 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MS0019'AT CACHE JUNCTION, AT COLLINSTON, AT THE CROSSING OF A ROAD, 5 POLES
 MS0019'NORTH OF MILEPOLE 40, 38.5 FEET EAST OF THE EAST RAIL, 85 FEET SOUTH
 MS0019'OF THE CENTER LINE OF THE ROAD, 7.8 FEET NORTHWEST OF THE WEST END OF
 MS0019'A STEEL GATE ACROSS A ROAD TO A FERTILIZER PLANT, 13.0 FEET WEST OF
 MS0019'THE WEST RAIL OF A SPUR TRACK, 1 1/2 FEET SOUTH OF A POWER POLE, 1.6
 MS0019'FEET NORTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, A
 MS0019'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL
 MS0019'REFUSAL AT A DEPTH OF 32 FEET.  THE UPPER PORTION OF THE ROD IS
 MS0019'ENCASED IN A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0100 ***********************************************************************
 MS0100  DESIGNATION -  G 171
 MS0100  PID         -  MS0100
 MS0100  STATE/COUNTY-  UT/BOX ELDER
 MS0100  COUNTRY     -  US
 MS0100  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0100
 MS0100                         *CURRENT SURVEY CONTROL
 MS0100  ______________________________________________________________________
 MS0100* NAD 83(1986) POSITION- 41 32 42.0    (N) 112 00 55.5    (W)   HD_HELD2
 MS0100* NAVD 88 ORTHO HEIGHT -  1304.487 (meters)     4279.80  (feet) ADJUSTED
 MS0100  ______________________________________________________________________
 MS0100  GEOID HEIGHT    -        -15.902 (meters)                     GEOID18
 MS0100  DYNAMIC HEIGHT  -       1303.565 (meters)     4276.78  (feet) COMP
 MS0100  MODELED GRAVITY -    979,871.8   (mgal)                       NAVD 88
 MS0100  OBS GRAVITY     -    979,872.0   (mgal)                       GRAV_OBS
 MS0100
 MS0100  VERT ORDER      -  FIRST     CLASS I
 MS0100
 MS0100.The horizontal coordinates were established by autonomous hand held GPS
 MS0100.observations and have an estimated accuracy of +/- 10 meters.
 MS0100
 MS0100.The orthometric height was determined by differential leveling and
 MS0100.adjusted by the NATIONAL GEODETIC SURVEY
 MS0100.in June 1991.
 MS0100
 MS0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0100.GEOID18 height accuracy estimate available here.
 MS0100
 MS0100.Click photographs - Photos may exist for this station.
 MS0100
 MS0100.The dynamic height is computed by dividing the NAVD 88
 MS0100.geopotential number by the normal gravity value computed on the
 MS0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0100.degrees latitude (g = 980.6199 gals.).
 MS0100
 MS0100.The modeled gravity was interpolated from observed gravity values.
 MS0100
 MS0100.The observed gravity was obtained from relative gravimeter ties
 MS0100.to the IGSN71 gravity network.
 MS0100
 MS0100;                    North         East    Units  Estimated Accuracy
 MS0100;SPC UT N     - 1,134,685.      456,996.      MT  (+/- 10 meters HH2 GPS)
 MS0100
 MS0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1530899757(NAD 83)
 MS0100
 MS0100                          SUPERSEDED SURVEY CONTROL
 MS0100
 MS0100  NGVD 29 (??/??/92) 1303.495  (m)         4276.55   (f) ADJ UNCH    1 1
 MS0100
 MS0100.Superseded values are not recommended for survey control.
 MS0100
 MS0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0100.See file dsdata.pdf to determine how the superseded data were derived.
 MS0100
 MS0100_MARKER: DB = BENCH MARK DISK
 MS0100_SETTING: 66 = SET IN ROCK OUTCROP
 MS0100_STAMPING: G 171 1967
 MS0100_MARK LOGO: CGS
 MS0100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0100+STABILITY: POSITION/ELEVATION WELL
 MS0100
 MS0100  HISTORY     - Date     Condition        Report By
 MS0100  HISTORY     - 1967     MONUMENTED       CGS
 MS0100
 MS0100                          STATION DESCRIPTION
 MS0100
 MS0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0100'2.35 MI N FROM BRIGHAM CITY.
 MS0100'1.2 MILES NORTH ALONG MAIN STREET FROM THE COURTHOUSE AT BRIGHAM CITY,
 MS0100'THENCE 1.15 MILES NORTH ALONG STATE HIGHWAY 69, 0.15 MILE NORTH OF
 MS0100'HORSLEYS SEED STORE WAREHOUSE, AT THE CROSSING OF A TELEPHONE LINE, IN
 MS0100'THE TOP OF A 4- BY 8 1/2-FOOT WHITE OUTCROP WHICH PROJECTS ABOUT 2 1/2
 MS0100'FEET ABOVE THE GROUND, 62 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 MS0100'13 FEET NORTH OF THE CENTER LINE OF A ROAD ENTERING A FIELD AND FEED
 MS0100'LOT, 20 1/2 FEET WEST OF THE SOUTH END OF A GATE ACROSS THE ROAD, 6
 MS0100'FEET WEST OF THE SOUTH END OF A GATE, 27.0 FEET SOUTHWEST OF A WITNESS
 MS0100'POST, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0395 ***********************************************************************
 MR0395  DESIGNATION -  G 172
 MR0395  PID         -  MR0395
 MR0395  STATE/COUNTY-  UT/WEBER
 MR0395  COUNTRY     -  US
 MR0395  USGS QUAD   -  OGDEN (2017)
 MR0395
 MR0395                         *CURRENT SURVEY CONTROL
 MR0395  ______________________________________________________________________
 MR0395* NAD 83(1986) POSITION- 41 14 40.     (N) 111 58 43.     (W)   SCALED
 MR0395* NAVD 88 ORTHO HEIGHT -  1305.988 (meters)     4284.73  (feet) ADJUSTED
 MR0395  ______________________________________________________________________
 MR0395  GEOID HEIGHT    -        -16.646 (meters)                     GEOID18
 MR0395  DYNAMIC HEIGHT  -       1304.999 (meters)     4281.48  (feet) COMP
 MR0395  MODELED GRAVITY -    979,821.8   (mgal)                       NAVD 88
 MR0395
 MR0395  VERT ORDER      -  FIRST     CLASS I
 MR0395
 MR0395.The horizontal coordinates were scaled from a map and have
 MR0395.an estimated accuracy of +/- 6 seconds.
 MR0395
 MR0395.The orthometric height was determined by differential leveling and
 MR0395.adjusted by the NATIONAL GEODETIC SURVEY
 MR0395.in June 1991.
 MR0395
 MR0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0395.GEOID18 height accuracy estimate available here.
 MR0395
 MR0395.Click photographs - Photos may exist for this station.
 MR0395
 MR0395.The dynamic height is computed by dividing the NAVD 88
 MR0395.geopotential number by the normal gravity value computed on the
 MR0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0395.degrees latitude (g = 980.6199 gals.).
 MR0395
 MR0395.The modeled gravity was interpolated from observed gravity values.
 MR0395
 MR0395;                    North         East    Units  Estimated Accuracy
 MR0395;SPC UT N     - 1,101,290.      459,880.      MT  (+/- 180 meters Scaled)
 MR0395
 MR0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL180663(NAD 83)
 MR0395
 MR0395                          SUPERSEDED SURVEY CONTROL
 MR0395
 MR0395  NGVD 29 (??/??/92) 1304.98   (m)         4281.4    (f) COMPUTED    1 1
 MR0395
 MR0395.Superseded values are not recommended for survey control.
 MR0395
 MR0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0395.See file dsdata.pdf to determine how the superseded data were derived.
 MR0395
 MR0395_MARKER: DB = BENCH MARK DISK
 MR0395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0395_SP_SET: CULVERT
 MR0395_STAMPING: G 172 1967
 MR0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0395
 MR0395  HISTORY     - Date     Condition        Report By
 MR0395  HISTORY     - 1967     MONUMENTED       CGS
 MR0395
 MR0395                          STATION DESCRIPTION
 MR0395
 MR0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0395'IN OGDEN.
 MR0395'AT OGDEN, AT THE NORTHWEST CORNER OF THE INTERSECTION OF WALL AVENUE
 MR0395'AND 12TH STREET, 0.6 MILE EAST OF BENCH MARK K 92, IN THE TOP OF THE
 MR0395'SOUTH END OF THE CONCRETE HEAD WALL OF A 48-INCH PIPE CULVERT OVER
 MR0395'MILL CREEK, 42 1/2 FEET WEST OF THE CENTER LINE OF THE WEST LANES OF
 MR0395'THE AVENUE, 48 FEET NORTH OF THE CENTER LINE OF THE NORTH LANES OF THE
 MR0395'STREET, 9.5 FEET WEST OF THE SOUTH END OF THE WEST GUARDRAIL OF THE
 MR0395'CULVERT, AND ABOUT LEVEL WITH THE AVENUE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0396 ***********************************************************************
 MR0396  DESIGNATION -  G 172 RESET
 MR0396  PID         -  MR0396
 MR0396  STATE/COUNTY-  UT/WEBER
 MR0396  COUNTRY     -  US
 MR0396  USGS QUAD   -  OGDEN (2017)
 MR0396
 MR0396                         *CURRENT SURVEY CONTROL
 MR0396  ______________________________________________________________________
 MR0396* NAD 83(1986) POSITION- 41 14 39.99   (N) 111 58 42.72   (W)   HD_HELD1
 MR0396* NAVD 88 ORTHO HEIGHT -  1305.886 (meters)     4284.39  (feet) ADJUSTED
 MR0396  ______________________________________________________________________
 MR0396  GEOID HEIGHT    -        -16.646 (meters)                     GEOID18
 MR0396  DYNAMIC HEIGHT  -       1304.897 (meters)     4281.15  (feet) COMP
 MR0396  MODELED GRAVITY -    979,821.8   (mgal)                       NAVD 88
 MR0396
 MR0396  VERT ORDER      -  FIRST     CLASS II
 MR0396
 MR0396.The horizontal coordinates were determined by differentially corrected
 MR0396.hand held GPS observations or other comparable positioning techniques
 MR0396.and have an estimated accuracy of +/- 3 meters.
 MR0396
 MR0396.The orthometric height was determined by differential leveling and
 MR0396.adjusted by the NATIONAL GEODETIC SURVEY
 MR0396.in June 1991.
 MR0396
 MR0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0396.GEOID18 height accuracy estimate available here.
 MR0396
 MR0396.Click photographs - Photos may exist for this station.
 MR0396
 MR0396.The dynamic height is computed by dividing the NAVD 88
 MR0396.geopotential number by the normal gravity value computed on the
 MR0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0396.degrees latitude (g = 980.6199 gals.).
 MR0396
 MR0396.The modeled gravity was interpolated from observed gravity values.
 MR0396
 MR0396;                    North         East    Units  Estimated Accuracy
 MR0396;SPC UT N     - 1,101,288.8     459,889.6     MT  (+/- 3 meters HH1 GPS) 
 MR0396
 MR0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1800866354(NAD 83)
 MR0396
 MR0396                          SUPERSEDED SURVEY CONTROL
 MR0396
 MR0396  NGVD 29 (??/??/??) 1304.90   (m)         4281.2    (f) RESET       3  
 MR0396
 MR0396.Superseded values are not recommended for survey control.
 MR0396
 MR0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0396.See file dsdata.pdf to determine how the superseded data were derived.
 MR0396
 MR0396_MARKER: DB = BENCH MARK DISK
 MR0396_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0396_SP_SET: FOUNDATION
 MR0396_STAMPING: G 172 RESET 1969
 MR0396_MARK LOGO: CGS
 MR0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0396
 MR0396  HISTORY     - Date     Condition        Report By
 MR0396  HISTORY     - 1969     MONUMENTED       CGS
 MR0396  HISTORY     - 1970     GOOD
 MR0396  HISTORY     - 1983     GOOD             NGS
 MR0396
 MR0396                          STATION DESCRIPTION
 MR0396
 MR0396'DESCRIBED 1970
 MR0396'IN OGDEN.
 MR0396'IN OGDEN, AT THE NORTHWEST CORNER OF THE INTERSECTION OF WALL AVENUE
 MR0396'AND 12TH STREET, 0.6 MILE EAST OF BENCH MARK K-92 1970 IN THE TOP OF
 MR0396'FOUNDATION OF A SIGNAL LIGHT POLE, 71 FEET WEST OF THE CENTERLINE OF
 MR0396'THE AVENUE, 61 FEET NORTH OF THE CENTER LINE OF THE STREET, 0.75 FEET
 MR0396'NORTHWEST BEHIND THE CURB AND GUTTER, 1.1 FEET SOUTHEAST OF A STEEL
 MR0396'LIGHT POLE, ABOUT LEVEL WITH THE HIGHWAY.
 MR0396
 MR0396                          STATION RECOVERY (1983)
 MR0396
 MR0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0396'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0228 ***********************************************************************
 LP0228  DESIGNATION -  G 174
 LP0228  PID         -  LP0228
 LP0228  STATE/COUNTY-  UT/SALT LAKE
 LP0228  COUNTRY     -  US
 LP0228  USGS QUAD   -  FARNSWORTH PEAK (2017)
 LP0228
 LP0228                         *CURRENT SURVEY CONTROL
 LP0228  ______________________________________________________________________
 LP0228* NAD 83(1986) POSITION- 40 43 17.     (N) 112 09 13.     (W)   SCALED
 LP0228* NAVD 88 ORTHO HEIGHT -  1322.511 (meters)     4338.94  (feet) ADJUSTED
 LP0228  ______________________________________________________________________
 LP0228  GEOID HEIGHT    -        -17.169 (meters)                     GEOID18
 LP0228  DYNAMIC HEIGHT  -       1321.492 (meters)     4335.60  (feet) COMP
 LP0228  MODELED GRAVITY -    979,808.7   (mgal)                       NAVD 88
 LP0228
 LP0228  VERT ORDER      -  FIRST     CLASS I
 LP0228
 LP0228.The horizontal coordinates were scaled from a map and have
 LP0228.an estimated accuracy of +/- 6 seconds.
 LP0228
 LP0228.The orthometric height was determined by differential leveling and
 LP0228.adjusted by the NATIONAL GEODETIC SURVEY
 LP0228.in June 1991.
 LP0228
 LP0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0228.GEOID18 height accuracy estimate available here.
 LP0228
 LP0228.Click photographs - Photos may exist for this station.
 LP0228
 LP0228.The dynamic height is computed by dividing the NAVD 88
 LP0228.geopotential number by the normal gravity value computed on the
 LP0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0228.degrees latitude (g = 980.6199 gals.).
 LP0228
 LP0228.The modeled gravity was interpolated from observed gravity values.
 LP0228
 LP0228;                    North         East    Units  Estimated Accuracy
 LP0228;SPC UT C     - 2,265,330.      444,780.      MT  (+/- 180 meters Scaled)
 LP0228
 LP0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL025084(NAD 83)
 LP0228
 LP0228                          SUPERSEDED SURVEY CONTROL
 LP0228
 LP0228  NGVD 29 (??/??/92) 1321.584  (m)         4335.90   (f) ADJ UNCH    1 1
 LP0228
 LP0228.Superseded values are not recommended for survey control.
 LP0228
 LP0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0228.See file dsdata.pdf to determine how the superseded data were derived.
 LP0228
 LP0228_MARKER: DB = BENCH MARK DISK
 LP0228_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LP0228_SP_SET: BRIDGE
 LP0228_STAMPING: G 174 1970
 LP0228_MARK LOGO: CGS
 LP0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0228
 LP0228  HISTORY     - Date     Condition        Report By
 LP0228  HISTORY     - 1970     MONUMENTED       NGS
 LP0228
 LP0228                          STATION DESCRIPTION
 LP0228
 LP0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0228'2.95 MI W FROM MAGNA.
 LP0228'0.5 MILE NORTH ALONG 9180 WEST STREET FROM WEBSTER SCHOOL AT MAGNA,
 LP0228'THENCE 2.45 MILES WEST ALONG U.S. HIGHWAYS 40 AND 50 ALTERNATE, 0.65
 LP0228'MILE SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 202, IN THE TOP AND
 LP0228'1.0 FOOT NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CURB OF
 LP0228'CONCRETE BRIDGE OVER RAILROAD TRACKS, 18 FEET SOUTHWEST OF THE
 LP0228'CENTERLINE OF THE HIGHWAY AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 LP0228'SECTION 23, T 3 W, R 1 S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0256 ***********************************************************************
 LP0256  DESIGNATION -  G 175
 LP0256  PID         -  LP0256
 LP0256  STATE/COUNTY-  UT/TOOELE
 LP0256  COUNTRY     -  US
 LP0256  USGS QUAD   -  TOOELE (2017)
 LP0256
 LP0256                         *CURRENT SURVEY CONTROL
 LP0256  ______________________________________________________________________
 LP0256* NAD 83(1986) POSITION- 40 30 06.     (N) 112 20 22.     (W)   SCALED
 LP0256* NAVD 88 ORTHO HEIGHT -  1515.767 (meters)     4972.98  (feet) ADJUSTED
 LP0256  ______________________________________________________________________
 LP0256  GEOID HEIGHT    -        -17.372 (meters)                     GEOID18
 LP0256  DYNAMIC HEIGHT  -       1514.475 (meters)     4968.74  (feet) COMP
 LP0256  MODELED GRAVITY -    979,720.1   (mgal)                       NAVD 88
 LP0256  OBS GRAVITY     -    979,723.6   (mgal)                       GRAV_OBS
 LP0256
 LP0256  VERT ORDER      -  FIRST     CLASS I
 LP0256
 LP0256.The horizontal coordinates were scaled from a map and have
 LP0256.an estimated accuracy of +/- 6 seconds.
 LP0256
 LP0256.The orthometric height was determined by differential leveling and
 LP0256.adjusted by the NATIONAL GEODETIC SURVEY
 LP0256.in June 1991.
 LP0256
 LP0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0256.GEOID18 height accuracy estimate available here.
 LP0256
 LP0256.Click photographs - Photos may exist for this station.
 LP0256
 LP0256.The dynamic height is computed by dividing the NAVD 88
 LP0256.geopotential number by the normal gravity value computed on the
 LP0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0256.degrees latitude (g = 980.6199 gals.).
 LP0256
 LP0256.The modeled gravity was interpolated from observed gravity values.
 LP0256
 LP0256.The observed gravity was obtained from relative gravimeter ties
 LP0256.to the IGSN71 gravity network.
 LP0256
 LP0256;                    North         East    Units  Estimated Accuracy
 LP0256;SPC UT C     - 2,241,070.      428,850.      MT  (+/- 180 meters Scaled)
 LP0256
 LP0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK865843(NAD 83)
 LP0256
 LP0256                          SUPERSEDED SURVEY CONTROL
 LP0256
 LP0256  NGVD 29 (??/??/92) 1514.391  (m)         4968.46   (f) ADJ UNCH    1 1
 LP0256
 LP0256.Superseded values are not recommended for survey control.
 LP0256
 LP0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0256.See file dsdata.pdf to determine how the superseded data were derived.
 LP0256
 LP0256_MARKER: DB = BENCH MARK DISK
 LP0256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LP0256_SP_SET: OVERPASS
 LP0256_STAMPING: G 175 1970
 LP0256_MARK LOGO: CGS
 LP0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0256
 LP0256  HISTORY     - Date     Condition        Report By
 LP0256  HISTORY     - 1970     MONUMENTED       NGS
 LP0256
 LP0256                          STATION DESCRIPTION
 LP0256
 LP0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0256'1.9 MI S FROM WARNER.
 LP0256'1.9 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LP0256'STOCKTON, 3 1/2 POLES NORTH OF MILE POST 746.25, IN THE OVERPASS OVER
 LP0256'ROAD TO TOOELE ARMY DEPOT, IN THE TOP AND 2.0 FEET EAST OF THE WEST
 LP0256'END OF THE NORTH ABUTMENT OF THE OVERPASS, 19.5 FEET WEST OF THE WEST
 LP0256'RAIL AND 1/2 FOOT LOWER THAN THE TRACK.  SECTION 6, T 4W, R 4S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0280 ***********************************************************************
 LP0280  DESIGNATION -  G 176
 LP0280  PID         -  LP0280
 LP0280  STATE/COUNTY-  UT/TOOELE
 LP0280  COUNTRY     -  US
 LP0280  USGS QUAD   -  FAUST (2017)
 LP0280
 LP0280                         *CURRENT SURVEY CONTROL
 LP0280  ______________________________________________________________________
 LP0280* NAD 83(1986) POSITION- 40 10 27.4    (N) 112 23 28.8    (W)   HD_HELD2
 LP0280* NAVD 88 ORTHO HEIGHT -  1609.608 (meters)     5280.86  (feet) ADJUSTED
 LP0280  ______________________________________________________________________
 LP0280  GEOID HEIGHT    -        -17.790 (meters)                     GEOID18
 LP0280  DYNAMIC HEIGHT  -       1608.179 (meters)     5276.17  (feet) COMP
 LP0280  MODELED GRAVITY -    979,681.4   (mgal)                       NAVD 88
 LP0280  OBS GRAVITY     -    979,685.0   (mgal)                       GRAV_OBS
 LP0280
 LP0280  VERT ORDER      -  FIRST     CLASS I
 LP0280
 LP0280.The horizontal coordinates were established by autonomous hand held GPS
 LP0280.observations and have an estimated accuracy of +/- 10 meters.
 LP0280
 LP0280.The orthometric height was determined by differential leveling and
 LP0280.adjusted by the NATIONAL GEODETIC SURVEY
 LP0280.in June 1991.
 LP0280
 LP0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0280.GEOID18 height accuracy estimate available here.
 LP0280
 LP0280.Click photographs - Photos may exist for this station.
 LP0280
 LP0280.The dynamic height is computed by dividing the NAVD 88
 LP0280.geopotential number by the normal gravity value computed on the
 LP0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0280.degrees latitude (g = 980.6199 gals.).
 LP0280
 LP0280.The modeled gravity was interpolated from observed gravity values.
 LP0280
 LP0280.The observed gravity was obtained from relative gravimeter ties
 LP0280.to the IGSN71 gravity network.
 LP0280
 LP0280;                    North         East    Units  Estimated Accuracy
 LP0280;SPC UT C     - 2,204,759.      424,087.      MT  (+/- 10 meters HH2 GPS)
 LP0280
 LP0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK8153648028(NAD 83)
 LP0280
 LP0280                          SUPERSEDED SURVEY CONTROL
 LP0280
 LP0280  NGVD 29 (??/??/92) 1608.45   (m)         5277.1    (f) COMPUTED    1 1
 LP0280
 LP0280.Superseded values are not recommended for survey control.
 LP0280
 LP0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0280.See file dsdata.pdf to determine how the superseded data were derived.
 LP0280
 LP0280_MARKER: DB = BENCH MARK DISK
 LP0280_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0280_SP_SET: CULVERT WINGWALL
 LP0280_STAMPING: G 176 1970
 LP0280_MARK LOGO: CGS
 LP0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0280+STABILITY: SURFACE MOTION
 LP0280
 LP0280  HISTORY     - Date     Condition        Report By
 LP0280  HISTORY     - 1970     MONUMENTED       NGS
 LP0280
 LP0280                          STATION DESCRIPTION
 LP0280
 LP0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0280'12.7 MI N FROM LOFGREEN.
 LP0280'12.7 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING SIGN
 LP0280'AT LOFGREEN, 3 3/4 POLES SOUTH OF MILE POST 722.75, IN THE TOP AND 0.8
 LP0280'FOOT NORTHWEST OF THE SOUTHEAST END OF THE SOUTHEAST WING WALL OF
 LP0280'CULVERT 722.64, 17.6 FEET EAST OF THE EAST RAIL AND ABOUT 7 1/2 FEET
 LP0280'LOWER THAN THE TRACK.  SECTION 34, T 5W, R 7S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0062 ***********************************************************************
 KO0062  DESIGNATION -  G 177
 KO0062  PID         -  KO0062
 KO0062  STATE/COUNTY-  UT/JUAB
 KO0062  COUNTRY     -  US
 KO0062  USGS QUAD   -  TINTIC JUNCTION (2017)
 KO0062
 KO0062                         *CURRENT SURVEY CONTROL
 KO0062  ______________________________________________________________________
 KO0062* NAD 83(1986) POSITION- 39 56 33.3    (N) 112 11 43.7    (W)   HD_HELD2
 KO0062* NAVD 88 ORTHO HEIGHT -  1813.143 (meters)     5948.62  (feet) ADJUSTED
 KO0062  ______________________________________________________________________
 KO0062  GEOID HEIGHT    -        -17.770 (meters)                     GEOID18
 KO0062  DYNAMIC HEIGHT  -       1811.400 (meters)     5942.90  (feet) COMP
 KO0062  MODELED GRAVITY -    979,600.7   (mgal)                       NAVD 88
 KO0062  OBS GRAVITY     -    979,600.9   (mgal)                       GRAV_OBS
 KO0062
 KO0062  VERT ORDER      -  FIRST     CLASS I
 KO0062
 KO0062.The horizontal coordinates were established by autonomous hand held GPS
 KO0062.observations and have an estimated accuracy of +/- 10 meters.
 KO0062
 KO0062.The orthometric height was determined by differential leveling and
 KO0062.adjusted by the NATIONAL GEODETIC SURVEY
 KO0062.in June 1991.
 KO0062
 KO0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0062.GEOID18 height accuracy estimate available here.
 KO0062
 KO0062.Click photographs - Photos may exist for this station.
 KO0062
 KO0062.The dynamic height is computed by dividing the NAVD 88
 KO0062.geopotential number by the normal gravity value computed on the
 KO0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0062.degrees latitude (g = 980.6199 gals.).
 KO0062
 KO0062.The modeled gravity was interpolated from observed gravity values.
 KO0062
 KO0062.The observed gravity was obtained from relative gravimeter ties
 KO0062.to the IGSN71 gravity network.
 KO0062
 KO0062;                    North         East    Units  Estimated Accuracy
 KO0062;SPC UT C     - 2,178,888.      440,568.      MT  (+/- 10 meters HH2 GPS)
 KO0062
 KO0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK9786822068(NAD 83)
 KO0062
 KO0062                          SUPERSEDED SURVEY CONTROL
 KO0062
 KO0062.No superseded survey control is available for this station.
 KO0062
 KO0062_MARKER: DB = BENCH MARK DISK
 KO0062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KO0062_SP_SET: CONCRETE BASE
 KO0062_STAMPING: G 177 1970
 KO0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0062
 KO0062  HISTORY     - Date     Condition        Report By
 KO0062  HISTORY     - 1970     MONUMENTED       NGS
 KO0062
 KO0062                          STATION DESCRIPTION
 KO0062
 KO0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0062'2.05 MI NW FROM TINTIC JUNCTION.
 KO0062'2.05 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0062'AT TINTIC JUNCTION, 3 1/2 POLES NORTHWEST OF MILE POST 700.50, AT AN
 KO0062'ABANDONED GRAIN ELEVATOR, AT A PRIVATE ROAD CROSSING, IN THE TOP OF
 KO0062'THE CONCRETE BASE OF THE SOUTHWEST ONE OF TWO CONCRETE STOARGE SILOS,
 KO0062'52.4 FEET NORTHEAST OF THE NORTHEAST RAIL, 116 FEET SOUTHEAST OF THE
 KO0062'SOUTHEAST END OF GATE IN FENCE, 1.2 FEET WEST OF THE WEST FACE OF THE
 KO0062'SILO AND ABOUT 1 1/2 FEET HIGHER THAN THE TRACK. SECTION 20, T 3W, R
 KO0062'10S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0025 ***********************************************************************
 KO0025  DESIGNATION -  G 178
 KO0025  PID         -  KO0025
 KO0025  STATE/COUNTY-  UT/JUAB
 KO0025  COUNTRY     -  US
 KO0025  USGS QUAD   -  JERICHO (2017)
 KO0025
 KO0025                         *CURRENT SURVEY CONTROL
 KO0025  ______________________________________________________________________
 KO0025* NAD 83(1986) POSITION- 39 41 15.     (N) 112 14 58.     (W)   SCALED
 KO0025* NAVD 88 ORTHO HEIGHT -  1552.835 (meters)     5094.59  (feet) ADJUSTED
 KO0025  ______________________________________________________________________
 KO0025  GEOID HEIGHT    -        -18.143 (meters)                     GEOID18
 KO0025  DYNAMIC HEIGHT  -       1551.416 (meters)     5089.94  (feet) COMP
 KO0025  MODELED GRAVITY -    979,657.9   (mgal)                       NAVD 88
 KO0025
 KO0025  VERT ORDER      -  FIRST     CLASS I
 KO0025
 KO0025.The horizontal coordinates were scaled from a map and have
 KO0025.an estimated accuracy of +/- 6 seconds.
 KO0025
 KO0025.The orthometric height was determined by differential leveling and
 KO0025.adjusted by the NATIONAL GEODETIC SURVEY
 KO0025.in June 1991.
 KO0025
 KO0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0025.GEOID18 height accuracy estimate available here.
 KO0025
 KO0025.Click photographs - Photos may exist for this station.
 KO0025
 KO0025.The dynamic height is computed by dividing the NAVD 88
 KO0025.geopotential number by the normal gravity value computed on the
 KO0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0025.degrees latitude (g = 980.6199 gals.).
 KO0025
 KO0025.The modeled gravity was interpolated from observed gravity values.
 KO0025
 KO0025;                    North         East    Units  Estimated Accuracy
 KO0025;SPC UT C     - 2,150,610.      435,720.      MT  (+/- 180 meters Scaled)
 KO0025
 KO0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ928938(NAD 83)
 KO0025
 KO0025                          SUPERSEDED SURVEY CONTROL
 KO0025
 KO0025.No superseded survey control is available for this station.
 KO0025
 KO0025_MARKER: DB = BENCH MARK DISK
 KO0025_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0025_SP_SET: CULVERT
 KO0025_STAMPING: G 178 1970
 KO0025_MARK LOGO: CGS
 KO0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0025+STABILITY: SURFACE MOTION
 KO0025
 KO0025  HISTORY     - Date     Condition        Report By
 KO0025  HISTORY     - 1970     MONUMENTED       NGS
 KO0025
 KO0025                          STATION DESCRIPTION
 KO0025
 KO0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0025'13.8 MI NE FROM LYNNDYL.
 KO0025'13.8 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0025'SIGN AT LYNNDYL, 3 1/2 POLES SOUTHWEST OF MILEPOLE 679.75, IN THE TOP
 KO0025'AND 0.6 FOOT SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 KO0025'HEAD WALL OF CONCRETE BOX CULVERT 679.64, 7.3 FEET SOUTHEAST OF THE
 KO0025'SOUTHEAST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK. SECTION 13, T
 KO0025'13S, R 4W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0268 ***********************************************************************
 KO0268  DESIGNATION -  G 179
 KO0268  PID         -  KO0268
 KO0268  STATE/COUNTY-  UT/MILLARD
 KO0268  COUNTRY     -  US
 KO0268  USGS QUAD   -  DELTA (2017)
 KO0268
 KO0268                         *CURRENT SURVEY CONTROL
 KO0268  ______________________________________________________________________
 KO0268* NAD 83(1986) POSITION- 39 21 06.     (N) 112 34 19.     (W)   SCALED
 KO0268* NAVD 88 ORTHO HEIGHT -  1413.114 (meters)     4636.19  (feet) ADJUSTED
 KO0268  ______________________________________________________________________
 KO0268  GEOID HEIGHT    -        -19.490 (meters)                     GEOID18
 KO0268  DYNAMIC HEIGHT  -       1411.804 (meters)     4631.89  (feet) COMP
 KO0268  MODELED GRAVITY -    979,650.9   (mgal)                       NAVD 88
 KO0268
 KO0268  VERT ORDER      -  FIRST     CLASS I
 KO0268
 KO0268.The horizontal coordinates were scaled from a map and have
 KO0268.an estimated accuracy of +/- 6 seconds.
 KO0268
 KO0268.The orthometric height was determined by differential leveling and
 KO0268.adjusted by the NATIONAL GEODETIC SURVEY
 KO0268.in June 1991.
 KO0268
 KO0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0268.GEOID18 height accuracy estimate available here.
 KO0268
 KO0268.Click photographs - Photos may exist for this station.
 KO0268
 KO0268.The dynamic height is computed by dividing the NAVD 88
 KO0268.geopotential number by the normal gravity value computed on the
 KO0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0268.degrees latitude (g = 980.6199 gals.).
 KO0268
 KO0268.The modeled gravity was interpolated from observed gravity values.
 KO0268
 KO0268;                    North         East    Units  Estimated Accuracy
 KO0268;SPC UT C     - 2,113,610.      407,610.      MT  (+/- 180 meters Scaled)
 KO0268
 KO0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ645569(NAD 83)
 KO0268
 KO0268                          SUPERSEDED SURVEY CONTROL
 KO0268
 KO0268  NGVD 29 (??/??/92) 1411.99   (m)         4632.5    (f) COMPUTED    1 1
 KO0268
 KO0268.Superseded values are not recommended for survey control.
 KO0268
 KO0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0268.See file dsdata.pdf to determine how the superseded data were derived.
 KO0268
 KO0268_MARKER: DB = BENCH MARK DISK
 KO0268_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0268_SP_SET: BOX CULVERT
 KO0268_STAMPING: G 179 1970
 KO0268_MARK LOGO: CGS
 KO0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0268+STABILITY: SURFACE MOTION
 KO0268
 KO0268  HISTORY     - Date     Condition        Report By
 KO0268  HISTORY     - 1970     MONUMENTED       NGS
 KO0268
 KO0268                          STATION DESCRIPTION
 KO0268
 KO0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0268'IN DELTA.
 KO0268'AT DELTA, AT THE SOUTHEAST CORNER OF THE JUNCTION OF U.S. HIGHWAY 50
 KO0268'AND 6 (MAIN STREET) AND 3RD EAST STREET, 2.4 FEET EAST OF THE EAST
 KO0268'CURB OF 3RD EAST STREET, 17.9 FEET SOUTH OF THE SOUTH CURB OF MAIN
 KO0268'STREET, IN THE TOP AND 0.6 FOOT EAST OF THE WEST END OF THE SOUTH
 KO0268'CONCRETE HEAD WALL OF A SMALL CONCRETE BOX CULVERT UNDER MAIN STREET,
 KO0268'16 FEET SOUTH OF A POWER POLE, AND ABOUT LEVEL WITH THE STREETS.
 KO0268'SECTION 7, T 17S, R 6W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0571 ***********************************************************************
 LO0571  DESIGNATION -  G 18
 LO0571  PID         -  LO0571
 LO0571  STATE/COUNTY-  UT/SALT LAKE
 LO0571  COUNTRY     -  US
 LO0571  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0571
 LO0571                         *CURRENT SURVEY CONTROL
 LO0571  ______________________________________________________________________
 LO0571* NAD 83(1986) POSITION- 40 41 12.     (N) 111 54 00.     (W)   SCALED
 LO0571* NAVD 88 ORTHO HEIGHT -  1300.690 (meters)     4267.35  (feet) ADJUSTED
 LO0571  ______________________________________________________________________
 LO0571  GEOID HEIGHT    -        -17.009 (meters)                     GEOID18
 LO0571  DYNAMIC HEIGHT  -       1299.645 (meters)     4263.92  (feet) COMP
 LO0571  MODELED GRAVITY -    979,777.4   (mgal)                       NAVD 88
 LO0571
 LO0571  VERT ORDER      -  FIRST     CLASS II
 LO0571
 LO0571.The horizontal coordinates were scaled from a map and have
 LO0571.an estimated accuracy of +/- 6 seconds.
 LO0571
 LO0571.The orthometric height was determined by differential leveling and
 LO0571.adjusted by the NATIONAL GEODETIC SURVEY
 LO0571.in June 1991.
 LO0571
 LO0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0571.GEOID18 height accuracy estimate available here.
 LO0571
 LO0571.Click photographs - Photos may exist for this station.
 LO0571
 LO0571.The dynamic height is computed by dividing the NAVD 88
 LO0571.geopotential number by the normal gravity value computed on the
 LO0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0571.degrees latitude (g = 980.6199 gals.).
 LO0571
 LO0571.The modeled gravity was interpolated from observed gravity values.
 LO0571
 LO0571;                    North         East    Units  Estimated Accuracy
 LO0571;SPC UT C     - 2,261,350.      466,190.      MT  (+/- 180 meters Scaled)
 LO0571
 LO0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL239043(NAD 83)
 LO0571
 LO0571                          SUPERSEDED SURVEY CONTROL
 LO0571
 LO0571  NGVD 29 (??/??/92) 1299.743  (m)         4264.24   (f) ADJ UNCH    1 2
 LO0571
 LO0571.Superseded values are not recommended for survey control.
 LO0571
 LO0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0571.See file dsdata.pdf to determine how the superseded data were derived.
 LO0571
 LO0571_MARKER: DB = BENCH MARK DISK
 LO0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0571_STAMPING: G 18 1927 4264.270
 LO0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0571+STABILITY: SURFACE MOTION
 LO0571
 LO0571  HISTORY     - Date     Condition        Report By
 LO0571  HISTORY     - 1927     MONUMENTED       CGS
 LO0571  HISTORY     - 1953     GOOD             CGS
 LO0571  HISTORY     - 1983     MARK NOT FOUND   NGS
 LO0571
 LO0571                          STATION DESCRIPTION
 LO0571
 LO0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LO0571'1.4 MI N FROM MURRAY.
 LO0571'1.4 MILES NORTH ALONG THE DENVER AND RIO GRAND WESTERN RAILROAD FROM
 LO0571'THE CITY POWER PLANT AT MURRAY, AT THE CROSSING OF 3900 SOUTH STREET
 LO0571'LEADING EAST AND WEST AND 300 WEST STREET LEADING NORTHEAST AND
 LO0571'SOUTHWEST, 31 FEET SOUTH OF THE CENTER LINE OF 3900 SOUTH STREET, 30.0
 LO0571'FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 20.7 FEET EAST OF THE
 LO0571'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF A BATTERY BOX AND
 LO0571'SIGNAL 7399, 6 1/2 FEET SOUTH OF A TELEPHONE POLE, 1.4 FEET SOUTHWEST
 LO0571'OF A FENCE CORNER POST, 1.0 FOOT NORTH OF A WITNESS POST, ABOUT 3 FEET
 LO0571'LOWER THAN THE TRACK, 0.3 FOOT UNDERGROUND, AND SET IN THE TOP OF A
 LO0571'CONCRETE POST.
 LO0571
 LO0571                          STATION RECOVERY (1983)
 LO0571
 LO0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LO0571'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0198 ***********************************************************************
 KO0198  DESIGNATION -  G 180
 KO0198  PID         -  KO0198
 KO0198  STATE/COUNTY-  UT/MILLARD
 KO0198  COUNTRY     -  US
 KO0198  USGS QUAD   -  SUNSTONE KNOLL (2017)
 KO0198
 KO0198                         *CURRENT SURVEY CONTROL
 KO0198  ______________________________________________________________________
 KO0198* NAD 83(1986) POSITION- 39 08 58.9    (N) 112 43 00.1    (W)   HD_HELD2
 KO0198* NAVD 88 ORTHO HEIGHT -  1406.466 (meters)     4614.38  (feet) ADJUSTED
 KO0198  ______________________________________________________________________
 KO0198  GEOID HEIGHT    -        -20.020 (meters)                     GEOID18
 KO0198  DYNAMIC HEIGHT  -       1405.135 (meters)     4610.01  (feet) COMP
 KO0198  MODELED GRAVITY -    979,632.5   (mgal)                       NAVD 88
 KO0198
 KO0198  VERT ORDER      -  FIRST     CLASS I
 KO0198
 KO0198.The horizontal coordinates were established by autonomous hand held GPS
 KO0198.observations and have an estimated accuracy of +/- 10 meters.
 KO0198
 KO0198.The orthometric height was determined by differential leveling and
 KO0198.adjusted by the NATIONAL GEODETIC SURVEY
 KO0198.in June 1991.
 KO0198
 KO0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0198.GEOID18 height accuracy estimate available here.
 KO0198
 KO0198.Click photographs - Photos may exist for this station.
 KO0198
 KO0198.The dynamic height is computed by dividing the NAVD 88
 KO0198.geopotential number by the normal gravity value computed on the
 KO0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0198.degrees latitude (g = 980.6199 gals.).
 KO0198
 KO0198.The modeled gravity was interpolated from observed gravity values.
 KO0198
 KO0198;                    North         East    Units  Estimated Accuracy
 KO0198;SPC UT C     - 2,091,348.      394,831.      MT  (+/- 10 meters HH2 GPS)
 KO0198
 KO0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ5165734791(NAD 83)
 KO0198
 KO0198                          SUPERSEDED SURVEY CONTROL
 KO0198
 KO0198  NGVD 29 (??/??/92) 1405.36   (m)         4610.8    (f) COMPUTED    1 1
 KO0198
 KO0198.Superseded values are not recommended for survey control.
 KO0198
 KO0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0198.See file dsdata.pdf to determine how the superseded data were derived.
 KO0198
 KO0198_MARKER: DB = BENCH MARK DISK
 KO0198_SETTING: 66 = SET IN ROCK OUTCROP
 KO0198_STAMPING: G 180 1970
 KO0198_MARK LOGO: CGS
 KO0198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0198+STABILITY: POSITION/ELEVATION WELL
 KO0198
 KO0198  HISTORY     - Date     Condition        Report By
 KO0198  HISTORY     - 1970     MONUMENTED       NGS
 KO0198
 KO0198                          STATION DESCRIPTION
 KO0198
 KO0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0198'16.3 MI SW FROM DELTA.
 KO0198'16.15 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KO0198'STATION AT DELTA, THENCE 0.15 MILE SOUTHEAST ALONG A DIRT ROAD, ON THE
 KO0198'NORTHWEST SLOPE OF A ROCKY KNOLL, IN THE TOP OF A LAVE ROCK OUTCROP
 KO0198'WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 381 FEET NORTHEAST AND
 KO0198'ACROSS A DIM TRACK ROAD FROM THE CENTER LINE OF THE ROAD, 178 FEET
 KO0198'NORTHEAST OF THE CENTER LINE OF THE DIM TRACK ROAD, 268.6 FEET EAST OF
 KO0198'BENCH MARK F 180, 8.3 FEET WEST OF A WITNESS POST, AND ABOUT 8 FEET
 KO0198'HIGHER THAN THE ROADS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0245 ***********************************************************************
 JO0245  DESIGNATION -  G 181
 JO0245  PID         -  JO0245
 JO0245  STATE/COUNTY-  UT/MILLARD
 JO0245  COUNTRY     -  US
 JO0245  USGS QUAD   -  CRUZ (2017)
 JO0245
 JO0245                         *CURRENT SURVEY CONTROL
 JO0245  ______________________________________________________________________
 JO0245* NAD 83(1986) POSITION- 38 50 06.05   (N) 112 50 17.94   (W)   HD_HELD1
 JO0245* NAVD 88 ORTHO HEIGHT -  1484.833 (meters)     4871.49  (feet) ADJUSTED
 JO0245  ______________________________________________________________________
 JO0245  GEOID HEIGHT    -        -20.160 (meters)                     GEOID18
 JO0245  DYNAMIC HEIGHT  -       1483.371 (meters)     4866.69  (feet) COMP
 JO0245  MODELED GRAVITY -    979,591.3   (mgal)                       NAVD 88
 JO0245
 JO0245  VERT ORDER      -  FIRST     CLASS I
 JO0245
 JO0245.The horizontal coordinates were determined by differentially corrected
 JO0245.hand held GPS observations or other comparable positioning techniques
 JO0245.and have an estimated accuracy of +/- 3 meters.
 JO0245
 JO0245.The orthometric height was determined by differential leveling and
 JO0245.adjusted by the NATIONAL GEODETIC SURVEY
 JO0245.in June 1991.
 JO0245
 JO0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0245.GEOID18 height accuracy estimate available here.
 JO0245
 JO0245.Click photographs - Photos may exist for this station.
 JO0245
 JO0245.The dynamic height is computed by dividing the NAVD 88
 JO0245.geopotential number by the normal gravity value computed on the
 JO0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0245.degrees latitude (g = 980.6199 gals.).
 JO0245
 JO0245.The modeled gravity was interpolated from observed gravity values.
 JO0245
 JO0245;                    North         East    Units  Estimated Accuracy
 JO0245;SPC UT C     - 2,056,567.4     383,796.2     MT  (+/- 3 meters HH1 GPS) 
 JO0245
 JO0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ4044200073(NAD 83)
 JO0245
 JO0245                          SUPERSEDED SURVEY CONTROL
 JO0245
 JO0245  NGVD 29 (??/??/92) 1483.73   (m)         4867.9    (f) COMPUTED    1 1
 JO0245
 JO0245.Superseded values are not recommended for survey control.
 JO0245
 JO0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0245.See file dsdata.pdf to determine how the superseded data were derived.
 JO0245
 JO0245_MARKER: DB = BENCH MARK DISK
 JO0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0245_STAMPING: G 181 1970
 JO0245_MARK LOGO: CGS
 JO0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0245+STABILITY: SURFACE MOTION
 JO0245
 JO0245  HISTORY     - Date     Condition        Report By
 JO0245  HISTORY     - 1970     MONUMENTED       NGS
 JO0245
 JO0245                          STATION DESCRIPTION
 JO0245
 JO0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0245'11.1 MI NE FROM BLACK ROCK.
 JO0245'11.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JO0245'AT BLACK ROCK, 0.45 MILE NORTH OF THE CROSSING OF A ROAD AT CRUZ
 JO0245'SIDING, 2 1/2 FEET SOUTH OF MILEPOLE 610.50, 88.5 FEET WEST OF THE
 JO0245'WEST RAIL, 9.3 FEET EAST OF A FENCE, 2.0 FEET NORTH OF A WITNESS POST,
 JO0245'ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JO0245'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0210 ***********************************************************************
 JO0210  DESIGNATION -  G 182
 JO0210  PID         -  JO0210
 JO0210  STATE/COUNTY-  UT/MILLARD
 JO0210  COUNTRY     -  US
 JO0210  USGS QUAD   -  READ (2017)
 JO0210
 JO0210                         *CURRENT SURVEY CONTROL
 JO0210  ______________________________________________________________________
 JO0210* NAD 83(1986) POSITION- 38 36 27.     (N) 112 59 09.     (W)   SCALED
 JO0210* NAVD 88 ORTHO HEIGHT -  1487.402 (meters)     4879.92  (feet) ADJUSTED
 JO0210  ______________________________________________________________________
 JO0210  GEOID HEIGHT    -        -20.669 (meters)                     GEOID18
 JO0210  DYNAMIC HEIGHT  -       1485.893 (meters)     4874.97  (feet) COMP
 JO0210  MODELED GRAVITY -    979,562.1   (mgal)                       NAVD 88
 JO0210  OBS GRAVITY     -    979,559.2   (mgal)                       GRAV_OBS
 JO0210
 JO0210  VERT ORDER      -  FIRST     CLASS I
 JO0210
 JO0210.The horizontal coordinates were scaled from a map and have
 JO0210.an estimated accuracy of +/- 6 seconds.
 JO0210
 JO0210.The orthometric height was determined by differential leveling and
 JO0210.adjusted by the NATIONAL GEODETIC SURVEY
 JO0210.in June 1991.
 JO0210
 JO0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0210.GEOID18 height accuracy estimate available here.
 JO0210
 JO0210.Click photographs - Photos may exist for this station.
 JO0210
 JO0210.The dynamic height is computed by dividing the NAVD 88
 JO0210.geopotential number by the normal gravity value computed on the
 JO0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0210.degrees latitude (g = 980.6199 gals.).
 JO0210
 JO0210.The modeled gravity was interpolated from observed gravity values.
 JO0210
 JO0210.The observed gravity was obtained from relative gravimeter ties
 JO0210.to the IGSN71 gravity network.
 JO0210
 JO0210;                    North         East    Units  Estimated Accuracy
 JO0210;SPC UT C     - 2,031,520.      370,570.      MT  (+/- 180 meters Scaled)
 JO0210
 JO0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH270750(NAD 83)
 JO0210
 JO0210                          SUPERSEDED SURVEY CONTROL
 JO0210
 JO0210  NGVD 29 (??/??/92) 1486.077  (m)         4875.57   (f) ADJ UNCH    1 1
 JO0210
 JO0210.Superseded values are not recommended for survey control.
 JO0210
 JO0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0210.See file dsdata.pdf to determine how the superseded data were derived.
 JO0210
 JO0210_MARKER: DB = BENCH MARK DISK
 JO0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JO0210_SP_SET: ABUTMENT
 JO0210_STAMPING: G 182 1970
 JO0210_MARK LOGO: CGS
 JO0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0210
 JO0210  HISTORY     - Date     Condition        Report By
 JO0210  HISTORY     - 1970     MONUMENTED       NGS
 JO0210
 JO0210                          STATION DESCRIPTION
 JO0210
 JO0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0210'7.5 MI S FROM BLACK ROCK.
 JO0210'7.5 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JO0210'BLACK ROCK, 4 1/2 POLES SOUTH OF MILEPOLE 592 AND THE CROSSING OF A
 JO0210'DIRT ROAD, IN THE TOP AND 1.1 FEET EAST OF THE WEST END OF THE SOUTH
 JO0210'CONCRETE ABUTMENT OF BRIDGE 591.88, 6.3 FEET WEST OF THE WEST RAIL,
 JO0210'AND ABOUT 2 FEET LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0230 ***********************************************************************
 JM0230  DESIGNATION -  G 20
 JM0230  PID         -  JM0230
 JM0230  STATE/COUNTY-  UT/SAN JUAN
 JM0230  COUNTRY     -  US
 JM0230  USGS QUAD   -  KANE SPRINGS (2017)
 JM0230
 JM0230                         *CURRENT SURVEY CONTROL
 JM0230  ______________________________________________________________________
 JM0230* NAD 83(1986) POSITION- 38 22 53.4    (N) 109 26 50.3    (W)   HD_HELD2
 JM0230* NAVD 88 ORTHO HEIGHT -  1578.461 (meters)     5178.67  (feet) ADJUSTED
 JM0230  ______________________________________________________________________
 JM0230  GEOID HEIGHT    -        -19.276 (meters)                     GEOID18
 JM0230  DYNAMIC HEIGHT  -       1576.783 (meters)     5173.16  (feet) COMP
 JM0230  MODELED GRAVITY -    979,510.9   (mgal)                       NAVD 88
 JM0230
 JM0230  VERT ORDER      -  FIRST     CLASS II
 JM0230
 JM0230.The horizontal coordinates were established by autonomous hand held GPS
 JM0230.observations and have an estimated accuracy of +/- 10 meters.
 JM0230
 JM0230.The orthometric height was determined by differential leveling and
 JM0230.adjusted by the NATIONAL GEODETIC SURVEY
 JM0230.in June 1991.
 JM0230
 JM0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0230.GEOID18 height accuracy estimate available here.
 JM0230
 JM0230.Click photographs - Photos may exist for this station.
 JM0230
 JM0230.The dynamic height is computed by dividing the NAVD 88
 JM0230.geopotential number by the normal gravity value computed on the
 JM0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0230.degrees latitude (g = 980.6199 gals.).
 JM0230
 JM0230.The modeled gravity was interpolated from observed gravity values.
 JM0230
 JM0230;                    North         East    Units  Estimated Accuracy
 JM0230;SPC UT S     - 3,192,293.      679,342.      MT  (+/- 10 meters HH2 GPS)
 JM0230
 JM0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH3561749285(NAD 83)
 JM0230
 JM0230                          SUPERSEDED SURVEY CONTROL
 JM0230
 JM0230  NGVD 29 (??/??/92) 1577.452  (m)         5175.36   (f) ADJ UNCH    1 2
 JM0230
 JM0230.Superseded values are not recommended for survey control.
 JM0230
 JM0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0230.See file dsdata.pdf to determine how the superseded data were derived.
 JM0230
 JM0230_MARKER: DD = SURVEY DISK
 JM0230_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JM0230_SP_SET: BOX CULVERT HEADWALL
 JM0230_STAMPING: 5175.357 G 20 1933
 JM0230_MARK LOGO: CGS
 JM0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0230+STABILITY: SURFACE MOTION
 JM0230
 JM0230  HISTORY     - Date     Condition        Report By
 JM0230  HISTORY     - 1933     MONUMENTED       CGS
 JM0230  HISTORY     - 1954     GOOD             CGS
 JM0230  HISTORY     - 1982     MARK NOT FOUND   USGS
 JM0230  HISTORY     - 20091218 GOOD             GEOCAC
 JM0230
 JM0230                          STATION DESCRIPTION
 JM0230
 JM0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JM0230'17.2 MI SE FROM MOAB.
 JM0230'IN SAN JUAN COUNTY, 17.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 160 FROM
 JM0230'THE COURTHOUSE AT MOAB, GRAND COUNTY, 8.9 MILES SOUTHEAST OF THE GRAND
 JM0230'SAN JUAN COUNTY LINE, 1.5 MILES SOUTHEAST OF CAVE SPRINGS BRIDGE, AT A
 JM0230'5-BY 6-FOOT CONCRETE BOX CULVERT, AND IN THE TOP OF THE WEST END OF
 JM0230'THE NORTH CONCRETE HEADWALL.  A STANDARD DISK, STAMPED 5175.357 G 20
 JM0230'1933.  NOTE-- HIGHWAY 450 HAS BEEN REPLACED BY U.S. HIGHWAY 160. OLD
 JM0230'HIGHWAY CAN BE REACHED BY TURNING EAST AT A POINT 2.6 MILES SOUTHEAST
 JM0230'ALONG U.S. HIGHWAY 160 FROM THE COURTHOUSE AT MOAB, GRAND COUNTY.
 JM0230
 JM0230                          STATION RECOVERY (1982)
 JM0230
 JM0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0230'MARK NOT FOUND.
 JM0230
 JM0230                          STATION RECOVERY (2009)
 JM0230
 JM0230'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0230'A DRIVE STATION. 16.1 MILES SOUTHEAST ALONG U.S. HWY 191 FROM MAIN AND
 JM0230'CENTER STREETS IN MOAB, UTAH. 0.75 MILES EAST ALONG DIRT ROAD (OLD
 JM0230'HWY.) AT A 5-BY 6-FOOT CONCRETE BOX CULVERT, AND IN THE TOP OF THE
 JM0230'WEST END OF THE NORTH CONCRETE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0260 ***********************************************************************
 JM0260  DESIGNATION -  G 21
 JM0260  PID         -  JM0260
 JM0260  STATE/COUNTY-  UT/SAN JUAN
 JM0260  COUNTRY     -  US
 JM0260  USGS QUAD   -  CHURCH ROCK (2017)
 JM0260
 JM0260                         *CURRENT SURVEY CONTROL
 JM0260  ______________________________________________________________________
 JM0260* NAD 83(1986) POSITION- 38 03 40.     (N) 109 20 48.     (W)   SCALED
 JM0260* NAVD 88 ORTHO HEIGHT -  1830.348 (meters)     6005.07  (feet) ADJUSTED
 JM0260  ______________________________________________________________________
 JM0260  GEOID HEIGHT    -        -18.818 (meters)                     GEOID18
 JM0260  DYNAMIC HEIGHT  -       1828.288 (meters)     5998.31  (feet) COMP
 JM0260  MODELED GRAVITY -    979,438.7   (mgal)                       NAVD 88
 JM0260
 JM0260  VERT ORDER      -  FIRST     CLASS II
 JM0260
 JM0260.The horizontal coordinates were scaled from a map and have
 JM0260.an estimated accuracy of +/- 6 seconds.
 JM0260
 JM0260.The orthometric height was determined by differential leveling and
 JM0260.adjusted by the NATIONAL GEODETIC SURVEY
 JM0260.in June 1991.
 JM0260
 JM0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0260.GEOID18 height accuracy estimate available here.
 JM0260
 JM0260.Click photographs - Photos may exist for this station.
 JM0260
 JM0260.The dynamic height is computed by dividing the NAVD 88
 JM0260.geopotential number by the normal gravity value computed on the
 JM0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0260.degrees latitude (g = 980.6199 gals.).
 JM0260
 JM0260.The modeled gravity was interpolated from observed gravity values.
 JM0260
 JM0260;                    North         East    Units  Estimated Accuracy
 JM0260;SPC UT S     - 3,156,940.      688,950.      MT  (+/- 180 meters Scaled)
 JM0260
 JM0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH450138(NAD 83)
 JM0260
 JM0260                          SUPERSEDED SURVEY CONTROL
 JM0260
 JM0260  NGVD 29 (??/??/92) 1829.293  (m)         6001.61   (f) ADJ UNCH    1 2
 JM0260
 JM0260.Superseded values are not recommended for survey control.
 JM0260
 JM0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0260.See file dsdata.pdf to determine how the superseded data were derived.
 JM0260
 JM0260_MARKER: DB = BENCH MARK DISK
 JM0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0260_STAMPING: 6001.605 G 21 1933
 JM0260_MARK LOGO: CGS
 JM0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0260+STABILITY: SURFACE MOTION
 JM0260
 JM0260  HISTORY     - Date     Condition        Report By
 JM0260  HISTORY     - 1933     MONUMENTED       CGS
 JM0260  HISTORY     - 1934     GOOD             CGS
 JM0260  HISTORY     - 1982     GOOD             USGS
 JM0260
 JM0260                          STATION DESCRIPTION
 JM0260
 JM0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0260'13.6 MI N FROM MONTICELLO.
 JM0260'13.6 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 JM0260'MONTICELLO, SAN JUAN COUNTY, 800 YARDS SOUTH OF CHURCH ROCK, 250 YARDS
 JM0260'NORTH OF A 9-FOOT CUT AT THE TOP OF A SMALL RIDGE, 75 FEET NORTHEAST
 JM0260'OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTH OF A POLE. A
 JM0260'STANDARD DISK, STAMPED 6001.605 G 21 1933 AND SET IN THE TOP OF A
 JM0260'CONCRETE POST.
 JM0260
 JM0260                          STATION RECOVERY (1982)
 JM0260
 JM0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0260'LASAL JUNCTION, 17.9 MILES SOUTHEAST OF. 17.9 MILES SOUTH ALONG U.S.
 JM0260'HWY. 191 FROM LASAL JUNCTION, OR 0.9 MILES SOUTH OF INTERSECTION OF
 JM0260'HWY 191 AND STATE ROAD 221 LEADING TO CANYONLANDS NATIONAL PARK. 450
 JM0260'FT. WEST CENTERLINE HWY. AT THE BOTTOM OF THE NORTH SLOPE OF A RIDGE.
 JM0260'132 FT. SOUTHEAST OF THE CENTERLINE OF A TRACK ROAD AT A DRAIN X-ING,
 JM0260'38 FT. NORTH OF A FENCE. A STANDARD DISK STAMPED 6001.605 G-21 1933.
 JM0260'SET IN TOP OF A CONCRETE POST PROJECTING 0.6 FT. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0167 ***********************************************************************
 HM0167  DESIGNATION -  G 22
 HM0167  PID         -  HM0167
 HM0167  STATE/COUNTY-  UT/SAN JUAN
 HM0167  COUNTRY     -  US
 HM0167  USGS QUAD   -  BLANDING NORTH (2017)
 HM0167
 HM0167                         *CURRENT SURVEY CONTROL
 HM0167  ______________________________________________________________________
 HM0167* NAD 83(1986) POSITION- 37 42 53.89   (N) 109 25 01.42   (W)   HD_HELD1
 HM0167* NAVD 88 ORTHO HEIGHT -  2078.987 (meters)     6820.81  (feet) ADJUSTED
 HM0167  ______________________________________________________________________
 HM0167  GEOID HEIGHT    -        -19.391 (meters)                     GEOID18
 HM0167  DYNAMIC HEIGHT  -       2076.472 (meters)     6812.56  (feet) COMP
 HM0167  MODELED GRAVITY -    979,345.7   (mgal)                       NAVD 88
 HM0167
 HM0167  VERT ORDER      -  FIRST     CLASS II
 HM0167
 HM0167.The horizontal coordinates were determined by differentially corrected
 HM0167.hand held GPS observations or other comparable positioning techniques
 HM0167.and have an estimated accuracy of +/- 3 meters.
 HM0167
 HM0167.The orthometric height was determined by differential leveling and
 HM0167.adjusted by the NATIONAL GEODETIC SURVEY
 HM0167.in June 1991.
 HM0167
 HM0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0167.GEOID18 height accuracy estimate available here.
 HM0167
 HM0167.Click photographs - Photos may exist for this station.
 HM0167
 HM0167.The dynamic height is computed by dividing the NAVD 88
 HM0167.geopotential number by the normal gravity value computed on the
 HM0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0167.degrees latitude (g = 980.6199 gals.).
 HM0167
 HM0167.The modeled gravity was interpolated from observed gravity values.
 HM0167
 HM0167;                    North         East    Units  Estimated Accuracy
 HM0167;SPC UT S     - 3,118,389.2     683,631.5     MT  (+/- 3 meters HH1 GPS) 
 HM0167
 HM0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3951875370(NAD 83)
 HM0167
 HM0167                          SUPERSEDED SURVEY CONTROL
 HM0167
 HM0167  NGVD 29 (??/??/92) 2077.836  (m)         6817.03   (f) ADJ UNCH    1 2
 HM0167
 HM0167.Superseded values are not recommended for survey control.
 HM0167
 HM0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0167.See file dsdata.pdf to determine how the superseded data were derived.
 HM0167
 HM0167_MARKER: DB = BENCH MARK DISK
 HM0167_SETTING: 66 = SET IN ROCK OUTCROP
 HM0167_STAMPING: 6817.034 G 22 1933
 HM0167_MARK LOGO: CGS
 HM0167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0167+STABILITY: POSITION/ELEVATION WELL
 HM0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0167+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2011
 HM0167
 HM0167  HISTORY     - Date     Condition        Report By
 HM0167  HISTORY     - 1933     MONUMENTED       CGS
 HM0167  HISTORY     - 1934     GOOD             CGS
 HM0167  HISTORY     - 20111112 GOOD             GEOCAC
 HM0167
 HM0167                          STATION DESCRIPTION
 HM0167
 HM0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0167'8.1 MI N FROM BLANDING.
 HM0167'8.1 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE HIGH SCHOOL AT
 HM0167'BLANDING, SAN JUAN COUNTY, 1/3 MILE SOUTHEAST OF THE HIGHWAY, ON A
 HM0167'WEST SLOPE, 150 YARDS NORTHEAST OF A WOODEN CULVERT, AT THE BOTTOM OF
 HM0167'A RAVINE, 55 FEET SOUTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY, IN
 HM0167'THE TOP OF A SANDSTONE OUTCROP, AND 2 FEET FROM THE EDGE.  A STANDARD
 HM0167'DISK, STAMPED 6817.034 G 22 1933.
 HM0167
 HM0167                          STATION RECOVERY (2011)
 HM0167
 HM0167'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 HM0167'MARK BEARS 060 DEGREES 0.15 MI FROM THE NORTHEAST CORNER OF A STOCK
 HM0167'PEN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0234 ***********************************************************************
 HM0234  DESIGNATION -  G 23
 HM0234  PID         -  HM0234
 HM0234  STATE/COUNTY-  UT/SAN JUAN
 HM0234  COUNTRY     -  US
 HM0234  USGS QUAD   -  BLUFF (2017)
 HM0234
 HM0234                         *CURRENT SURVEY CONTROL
 HM0234  ______________________________________________________________________
 HM0234* NAD 83(1986) POSITION- 37 22 09.     (N) 109 30 25.     (W)   SCALED
 HM0234* NAVD 88 ORTHO HEIGHT -  1495.790 (meters)     4907.44  (feet) ADJUSTED
 HM0234  ______________________________________________________________________
 HM0234  GEOID HEIGHT    -        -20.746 (meters)                     GEOID18
 HM0234  DYNAMIC HEIGHT  -       1494.103 (meters)     4901.90  (feet) COMP
 HM0234  MODELED GRAVITY -    979,450.3   (mgal)                       NAVD 88
 HM0234
 HM0234  VERT ORDER      -  FIRST     CLASS II
 HM0234
 HM0234.The horizontal coordinates were scaled from a map and have
 HM0234.an estimated accuracy of +/- 6 seconds.
 HM0234
 HM0234.The orthometric height was determined by differential leveling and
 HM0234.adjusted by the NATIONAL GEODETIC SURVEY
 HM0234.in June 1991.
 HM0234
 HM0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0234.GEOID18 height accuracy estimate available here.
 HM0234
 HM0234.Click photographs - Photos may exist for this station.
 HM0234
 HM0234.The dynamic height is computed by dividing the NAVD 88
 HM0234.geopotential number by the normal gravity value computed on the
 HM0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0234.degrees latitude (g = 980.6199 gals.).
 HM0234
 HM0234.The modeled gravity was interpolated from observed gravity values.
 HM0234
 HM0234;                    North         East    Units  Estimated Accuracy
 HM0234;SPC UT S     - 3,079,850.      676,530.      MT  (+/- 180 meters Scaled)
 HM0234
 HM0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG322368(NAD 83)
 HM0234
 HM0234                          SUPERSEDED SURVEY CONTROL
 HM0234
 HM0234  NGVD 29 (??/??/92) 1494.820  (m)         4904.26   (f) ADJ UNCH    1 2
 HM0234
 HM0234.Superseded values are not recommended for survey control.
 HM0234
 HM0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0234.See file dsdata.pdf to determine how the superseded data were derived.
 HM0234
 HM0234_MARKER: DB = BENCH MARK DISK
 HM0234_SETTING: 66 = SET IN ROCK OUTCROP
 HM0234_STAMPING: 4904.255 G 23 1933
 HM0234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0234+STABILITY: POSITION/ELEVATION WELL
 HM0234
 HM0234  HISTORY     - Date     Condition        Report By
 HM0234  HISTORY     - 1933     MONUMENTED       CGS
 HM0234  HISTORY     - 1934     GOOD             CGS
 HM0234  HISTORY     - 1983     MARK NOT FOUND   NGS
 HM0234
 HM0234                          STATION DESCRIPTION
 HM0234
 HM0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0234'6.8 MI N FROM BLUFF.
 HM0234'6.8 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT BLUFF,
 HM0234'SAN JUAN COUNTY, 135 YARDS NORTH OF THE TOP OF A SPUR, 75 FEET
 HM0234'SOUTHWEST OF A SMALL WASH, 39 FEET EAST OF THE CENTERLINE OF THE
 HM0234'HIGHWAY, AND IN THE TOP OF A SANDSTONE OUTCROP 6 FEET IN DIAMETER.  A
 HM0234'STANDARD DISK, STAMPED 4904.255 G 23 1933.
 HM0234
 HM0234                          STATION RECOVERY (1983)
 HM0234
 HM0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0234'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0132 ***********************************************************************
 JO0132  DESIGNATION -  G 232
 JO0132  PID         -  JO0132
 JO0132  STATE/COUNTY-  UT/PIUTE
 JO0132  COUNTRY     -  US
 JO0132  USGS QUAD   -  DELANO PEAK (2017)
 JO0132
 JO0132                         *CURRENT SURVEY CONTROL
 JO0132  ______________________________________________________________________
 JO0132* NAD 83(1986) POSITION- 38 15 50.     (N) 112 18 30.     (W)   SCALED
 JO0132* NAVD 88 ORTHO HEIGHT -  2290.112 (meters)     7513.48  (feet) ADJUSTED
 JO0132  ______________________________________________________________________
 JO0132  GEOID HEIGHT    -        -19.068 (meters)                     GEOID18
 JO0132  DYNAMIC HEIGHT  -       2287.307 (meters)     7504.27  (feet) COMP
 JO0132  MODELED GRAVITY -    979,322.1   (mgal)                       NAVD 88
 JO0132
 JO0132  VERT ORDER      -  SECOND    CLASS 0
 JO0132
 JO0132.The horizontal coordinates were scaled from a map and have
 JO0132.an estimated accuracy of +/- 6 seconds.
 JO0132
 JO0132.The orthometric height was determined by differential leveling and
 JO0132.adjusted by the NATIONAL GEODETIC SURVEY
 JO0132.in June 1991.
 JO0132
 JO0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0132.GEOID18 height accuracy estimate available here.
 JO0132
 JO0132.Click photographs - Photos may exist for this station.
 JO0132
 JO0132.The dynamic height is computed by dividing the NAVD 88
 JO0132.geopotential number by the normal gravity value computed on the
 JO0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0132.degrees latitude (g = 980.6199 gals.).
 JO0132
 JO0132.The modeled gravity was interpolated from observed gravity values.
 JO0132
 JO0132;                    North         East    Units  Estimated Accuracy
 JO0132;SPC UT S     - 3,177,580.      429,260.      MT  (+/- 180 meters Scaled)
 JO0132
 JO0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH855359(NAD 83)
 JO0132
 JO0132                          SUPERSEDED SURVEY CONTROL
 JO0132
 JO0132  NGVD 29 (??/??/92) 2288.753  (m)         7509.02   (f) ADJ UNCH    2 0
 JO0132
 JO0132.Superseded values are not recommended for survey control.
 JO0132
 JO0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0132.See file dsdata.pdf to determine how the superseded data were derived.
 JO0132
 JO0132_MARKER: DB = BENCH MARK DISK
 JO0132_SETTING: 66 = SET IN ROCK OUTCROP
 JO0132_STAMPING: G 232 1935
 JO0132_MARK LOGO: CGS
 JO0132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0132+STABILITY: POSITION/ELEVATION WELL
 JO0132
 JO0132  HISTORY     - Date     Condition        Report By
 JO0132  HISTORY     - 1935     MONUMENTED       CGS
 JO0132  HISTORY     - 1975     GOOD             USGS
 JO0132
 JO0132                          STATION DESCRIPTION
 JO0132
 JO0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0132'6.2 MI NW FROM JUNCTION.
 JO0132'ABOUT 6.2 MILES NORTHWEST ALONG STATE HIGHWAY 21, FROM JUNCTION, PIUTE
 JO0132'COUNTY, BETWEEN TWO SMALL CURVES, 25 FEET SOUTHEAST OF THE CENTER LINE
 JO0132'OF THE HIGHWAY, IN THE TOP OF A SANDSTONE OUTCROP, AND ABOUT 4 FEET
 JO0132'LOWER THAN THE ROADWAY.  A STANDARD DISK, STAMPED G 232 1935.
 JO0132
 JO0132                          STATION RECOVERY (1975)
 JO0132
 JO0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0132'ABOUT 5.9 MILES NORTHWEST ALONG STATE HIGHWAY 153 TO Y-RD. FROM
 JO0132'JUNCTION, PIUTE COUNTY, THENCE 0.2 MILES WEST ALONG GRAVEL ROAD TO
 JO0132'TRACK ROAD SOUTH, THENCE 0.2 MILE SOUTH ALONG TRACK ROAD, BETWEEN TWO
 JO0132'SMALL CURVES, 25 FEET SOUTHEAST OF CENTERLINE OF TRACK ROAD, IN THE
 JO0132'TOP OF A SANDSTONE OUTCROP, AND ABOUT 4 FEET LOWER THAN THE ROAD WAY.
 JO0132'A STANDARD DISK, STAMPED G 232 1935.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0161 ***********************************************************************
 KN0161  DESIGNATION -  G 239
 KN0161  PID         -  KN0161
 KN0161  STATE/COUNTY-  UT/CARBON
 KN0161  COUNTRY     -  US
 KN0161  USGS QUAD   -  SCOFIELD RESERVOIR (2017)
 KN0161
 KN0161                         *CURRENT SURVEY CONTROL
 KN0161  ______________________________________________________________________
 KN0161* NAD 83(1986) POSITION- 39 46 33.     (N) 111 08 15.     (W)   SCALED
 KN0161* NAVD 88 ORTHO HEIGHT -  2332.939 (meters)     7653.98  (feet) ADJUSTED
 KN0161  ______________________________________________________________________
 KN0161  GEOID HEIGHT    -        -15.913 (meters)                     GEOID18
 KN0161  DYNAMIC HEIGHT  -       2330.421 (meters)     7645.72  (feet) COMP
 KN0161  MODELED GRAVITY -    979,462.7   (mgal)                       NAVD 88
 KN0161
 KN0161  VERT ORDER      -  SECOND    CLASS 0
 KN0161
 KN0161.The horizontal coordinates were scaled from a map and have
 KN0161.an estimated accuracy of +/- 6 seconds.
 KN0161
 KN0161.The orthometric height was determined by differential leveling and
 KN0161.adjusted by the NATIONAL GEODETIC SURVEY
 KN0161.in June 1991.
 KN0161
 KN0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0161.GEOID18 height accuracy estimate available here.
 KN0161
 KN0161.Click photographs - Photos may exist for this station.
 KN0161
 KN0161.The dynamic height is computed by dividing the NAVD 88
 KN0161.geopotential number by the normal gravity value computed on the
 KN0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0161.degrees latitude (g = 980.6199 gals.).
 KN0161
 KN0161.The modeled gravity was interpolated from observed gravity values.
 KN0161
 KN0161;                    North         East    Units  Estimated Accuracy
 KN0161;SPC UT C     - 2,160,210.      531,050.      MT  (+/- 180 meters Scaled)
 KN0161
 KN0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK882028(NAD 83)
 KN0161
 KN0161                          SUPERSEDED SURVEY CONTROL
 KN0161
 KN0161  NGVD 29 (??/??/92) 2331.642  (m)         7649.73   (f) ADJ UNCH    2 0
 KN0161
 KN0161.Superseded values are not recommended for survey control.
 KN0161
 KN0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0161.See file dsdata.pdf to determine how the superseded data were derived.
 KN0161
 KN0161_MARKER: DB = BENCH MARK DISK
 KN0161_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0161_SP_SET: CULVERT HEADWALL
 KN0161_STAMPING: G 239 1935
 KN0161_MARK LOGO: CGS
 KN0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0161+STABILITY: SURFACE MOTION
 KN0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0161+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2009
 KN0161
 KN0161  HISTORY     - Date     Condition        Report By
 KN0161  HISTORY     - 1935     MONUMENTED       CGS
 KN0161  HISTORY     - 20090812 GOOD             UT-007
 KN0161
 KN0161                          STATION DESCRIPTION
 KN0161
 KN0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0161'3.9 MI NE FROM SCOFIELD.
 KN0161'ABOUT 3.9 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 KN0161'RAILROAD FROM SCOFIELD, CARBON COUNTY, AT A CULVERT, IN THE TOP OF THE
 KN0161'SOUTHEAST CORNER OF THE EAST CONCRETE HEAD WALL, AND ABOUT 4 YARDS
 KN0161'EAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED G 239
 KN0161'1935.
 KN0161
 KN0161                          STATION RECOVERY (2009)
 KN0161
 KN0161'RECOVERY NOTE BY CARBON COUNTY UTAH 2009 (BG)
 KN0161'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0255 ***********************************************************************
 HM0255  DESIGNATION -  G 24
 HM0255  PID         -  HM0255
 HM0255  STATE/COUNTY-  UT/SAN JUAN
 HM0255  COUNTRY     -  US
 HM0255  USGS QUAD   -  MEXICAN HAT (2017)
 HM0255
 HM0255                         *CURRENT SURVEY CONTROL
 HM0255  ______________________________________________________________________
 HM0255* NAD 83(1986) POSITION- 37 09 43.     (N) 109 51 27.     (W)   SCALED
 HM0255* NAVD 88 ORTHO HEIGHT -  1294.605 (meters)     4247.38  (feet) ADJUSTED
 HM0255  ______________________________________________________________________
 HM0255  GEOID HEIGHT    -        -20.966 (meters)                     GEOID18
 HM0255  DYNAMIC HEIGHT  -       1293.178 (meters)     4242.70  (feet) COMP
 HM0255  MODELED GRAVITY -    979,483.7   (mgal)                       NAVD 88
 HM0255
 HM0255  VERT ORDER      -  FIRST     CLASS II
 HM0255
 HM0255.The horizontal coordinates were scaled from a map and have
 HM0255.an estimated accuracy of +/- 6 seconds.
 HM0255
 HM0255.The orthometric height was determined by differential leveling and
 HM0255.adjusted by the NATIONAL GEODETIC SURVEY
 HM0255.in June 1991.
 HM0255
 HM0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0255.GEOID18 height accuracy estimate available here.
 HM0255
 HM0255.Click photographs - Photos may exist for this station.
 HM0255
 HM0255.The dynamic height is computed by dividing the NAVD 88
 HM0255.geopotential number by the normal gravity value computed on the
 HM0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0255.degrees latitude (g = 980.6199 gals.).
 HM0255
 HM0255.The modeled gravity was interpolated from observed gravity values.
 HM0255
 HM0255;                    North         East    Units  Estimated Accuracy
 HM0255;SPC UT S     - 3,056,250.      645,890.      MT  (+/- 180 meters Scaled)
 HM0255
 HM0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG014134(NAD 83)
 HM0255
 HM0255                          SUPERSEDED SURVEY CONTROL
 HM0255
 HM0255  NGVD 29 (??/??/92) 1293.706  (m)         4244.43   (f) ADJ UNCH    1 2
 HM0255
 HM0255.Superseded values are not recommended for survey control.
 HM0255
 HM0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0255.See file dsdata.pdf to determine how the superseded data were derived.
 HM0255
 HM0255_MARKER: DB = BENCH MARK DISK
 HM0255_SETTING: 66 = SET IN ROCK OUTCROP
 HM0255_STAMPING: 4244.434 G 24 1933
 HM0255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0255+STABILITY: POSITION/ELEVATION WELL
 HM0255
 HM0255  HISTORY     - Date     Condition        Report By
 HM0255  HISTORY     - 1933     MONUMENTED       CGS
 HM0255  HISTORY     - 1934     GOOD             CGS
 HM0255  HISTORY     - 1983     MARK NOT FOUND   NGS
 HM0255  HISTORY     - 19860331 MARK NOT FOUND   USGS
 HM0255
 HM0255                          STATION DESCRIPTION
 HM0255
 HM0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0255'1.6 MI NE FROM MEXICAN HAT.
 HM0255'1.6 MILES NORTHEAST ALONG STATE HIGHWAY 47 FROM THE NEVILLS STONE
 HM0255'HOUSE AT MEXICAN HAT, SAN JUAN COUNTY, AT THE OLD LOCATION OF NEVILLS
 HM0255'HOUSE, 44 FEET SOUTHEAST OF A LARGE BOULDER (RHOMBOID-SHAPED) 6 FEET
 HM0255'HIGH 33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN A WEST SLOPE OF
 HM0255'LIMESTONE BEDROCK AND 4 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 HM0255'DISK, STAMPED 4244.434 G 24 1933.
 HM0255
 HM0255                          STATION RECOVERY (1983)
 HM0255
 HM0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0255'MARK NOT FOUND.
 HM0255
 HM0255                          STATION RECOVERY (1986)
 HM0255
 HM0255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (SDL)
 HM0255'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0160 ***********************************************************************
 JN0160  DESIGNATION -  G 25
 JN0160  PID         -  JN0160
 JN0160  STATE/COUNTY-  UT/WAYNE
 JN0160  COUNTRY     -  US
 JN0160  USGS QUAD   -  GOLDEN THRONE (2017)
 JN0160
 JN0160                         *CURRENT SURVEY CONTROL
 JN0160  ______________________________________________________________________
 JN0160* NAD 83(1986) POSITION- 38 13 26.     (N) 111 08 10.     (W)   SCALED
 JN0160* NAVD 88 ORTHO HEIGHT -  1596.981 (meters)     5239.43  (feet) ADJUSTED
 JN0160  ______________________________________________________________________
 JN0160  GEOID HEIGHT    -        -19.329 (meters)                     GEOID18
 JN0160  DYNAMIC HEIGHT  -       1595.266 (meters)     5233.80  (feet) COMP
 JN0160  MODELED GRAVITY -    979,499.5   (mgal)                       NAVD 88
 JN0160
 JN0160  VERT ORDER      -  FIRST     CLASS II
 JN0160
 JN0160.The horizontal coordinates were scaled from a map and have
 JN0160.an estimated accuracy of +/- 6 seconds.
 JN0160
 JN0160.The orthometric height was determined by differential leveling and
 JN0160.adjusted by the NATIONAL GEODETIC SURVEY
 JN0160.in June 1991.
 JN0160
 JN0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0160.GEOID18 height accuracy estimate available here.
 JN0160
 JN0160.Click photographs - Photos may exist for this station.
 JN0160
 JN0160.The dynamic height is computed by dividing the NAVD 88
 JN0160.geopotential number by the normal gravity value computed on the
 JN0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0160.degrees latitude (g = 980.6199 gals.).
 JN0160
 JN0160.The modeled gravity was interpolated from observed gravity values.
 JN0160
 JN0160;                    North         East    Units  Estimated Accuracy
 JN0160;SPC UT S     - 3,172,890.      531,860.      MT  (+/- 180 meters Scaled)
 JN0160
 JN0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH880306(NAD 83)
 JN0160
 JN0160                          SUPERSEDED SURVEY CONTROL
 JN0160
 JN0160  NGVD 29 (??/??/92) 1595.874  (m)         5235.80   (f) ADJ UNCH    1 2
 JN0160
 JN0160.Superseded values are not recommended for survey control.
 JN0160
 JN0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0160.See file dsdata.pdf to determine how the superseded data were derived.
 JN0160
 JN0160_MARKER: DB = BENCH MARK DISK
 JN0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0160_STAMPING: G 25 1934
 JN0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0160+STABILITY: SURFACE MOTION
 JN0160
 JN0160  HISTORY     - Date     Condition        Report By
 JN0160  HISTORY     - 1934     MONUMENTED       CGS
 JN0160
 JN0160                          STATION DESCRIPTION
 JN0160
 JN0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0160'11.4 MI W FROM CAINEVILLE.
 JN0160'11.4 MILES WEST ALONG STATE HIGHWAY 24 FROM THE PUBLIC SCHOOL AT
 JN0160'CAINEVILLE, WAYNE COUNTY, 0.1 MILE EAST OF THE EAST ENTRANCE TO
 JN0160'CAPITOL GORGE, AT THE WEST END OF AN S-CURVE IN THE HIGHWAY, AND 36
 JN0160'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 JN0160'G 25 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0129 ***********************************************************************
 KM0129  DESIGNATION -  G 26
 KM0129  PID         -  KM0129
 KM0129  STATE/COUNTY-  UT/UINTAH
 KM0129  COUNTRY     -  US
 KM0129  USGS QUAD   -  SOUTHAM CANYON (2017)
 KM0129
 KM0129                         *CURRENT SURVEY CONTROL
 KM0129  ______________________________________________________________________
 KM0129* NAD 83(1986) POSITION- 39 53 00.3    (N) 109 09 32.3    (W)   HD_HELD2
 KM0129* NAVD 88 ORTHO HEIGHT -  1630.956 (meters)     5350.89  (feet) ADJUSTED
 KM0129  ______________________________________________________________________
 KM0129  GEOID HEIGHT    -        -16.967 (meters)                     GEOID18
 KM0129  DYNAMIC HEIGHT  -       1629.436 (meters)     5345.91  (feet) COMP
 KM0129  MODELED GRAVITY -    979,636.5   (mgal)                       NAVD 88
 KM0129
 KM0129  VERT ORDER      -  FIRST     CLASS II
 KM0129
 KM0129.The horizontal coordinates were established by autonomous hand held GPS
 KM0129.observations and have an estimated accuracy of +/- 10 meters.
 KM0129
 KM0129.The orthometric height was determined by differential leveling and
 KM0129.adjusted by the NATIONAL GEODETIC SURVEY
 KM0129.in June 1991.
 KM0129
 KM0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0129.GEOID18 height accuracy estimate available here.
 KM0129
 KM0129.Click photographs - Photos may exist for this station.
 KM0129
 KM0129.The dynamic height is computed by dividing the NAVD 88
 KM0129.geopotential number by the normal gravity value computed on the
 KM0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0129.degrees latitude (g = 980.6199 gals.).
 KM0129
 KM0129.The modeled gravity was interpolated from observed gravity values.
 KM0129
 KM0129;                    North         East    Units  Estimated Accuracy
 KM0129;SPC UT C     - 2,174,708.      700,206.      MT  (+/- 10 meters HH2 GPS)
 KM0129
 KM0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK5742116439(NAD 83)
 KM0129
 KM0129                          SUPERSEDED SURVEY CONTROL
 KM0129
 KM0129  NGVD 29 (??/??/92) 1629.768  (m)         5347.00   (f) ADJ UNCH    1 2
 KM0129
 KM0129.Superseded values are not recommended for survey control.
 KM0129
 KM0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0129.See file dsdata.pdf to determine how the superseded data were derived.
 KM0129
 KM0129_MARKER: DB = BENCH MARK DISK
 KM0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0129_STAMPING: 5346.997 G 26 1933
 KM0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0129+STABILITY: SURFACE MOTION
 KM0129
 KM0129  HISTORY     - Date     Condition        Report By
 KM0129  HISTORY     - 1933     MONUMENTED       CGS
 KM0129  HISTORY     - 1956     POOR             CGS
 KM0129
 KM0129                          STATION DESCRIPTION
 KM0129
 KM0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KM0129'IN WATSON.
 KM0129'AT THE NORTHWEST EDGE OF WATSON, UINTAH COUNTY, 71 FEET EAST OF THE
 KM0129'END OF THE UINTAH RAILWAY, ON THE INSIDE OF A HORSESHOE LOOP OF THE
 KM0129'WATSON-JENSEN ROAD AND EVACUATION CREEK, AND ON THE TOP OF A FLAT
 KM0129'RIDGE.  A STANDARD DISK, STAMPED 5346.997 G 26 1933 AND SET IN THE TOP
 KM0129'OF A CONCRETE POST.  NOTE-- THE ROAD HAS BEEN CHANGED.  THE BENCH MARK
 KM0129'IS NOW ON THE OUTSIDE OF THE CURVE, AND 75 FEET NORTHWEST OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0273 ***********************************************************************
 LN0273  DESIGNATION -  G 27
 LN0273  PID         -  LN0273
 LN0273  STATE/COUNTY-  UT/UINTAH
 LN0273  COUNTRY     -  US
 LN0273  USGS QUAD   -  RASMUSSEN HOLLOW (2017)
 LN0273
 LN0273                         *CURRENT SURVEY CONTROL
 LN0273  ______________________________________________________________________
 LN0273* NAD 83(1986) POSITION- 40 18 49.     (N) 109 22 35.     (W)   SCALED
 LN0273* NAVD 88 ORTHO HEIGHT -  1455.345 (meters)     4774.74  (feet) ADJUSTED
 LN0273  ______________________________________________________________________
 LN0273  GEOID HEIGHT    -        -17.433 (meters)                     GEOID18
 LN0273  DYNAMIC HEIGHT  -       1454.034 (meters)     4770.44  (feet) COMP
 LN0273  MODELED GRAVITY -    979,674.9   (mgal)                       NAVD 88
 LN0273
 LN0273  VERT ORDER      -  FIRST     CLASS II
 LN0273
 LN0273.The horizontal coordinates were scaled from a map and have
 LN0273.an estimated accuracy of +/- 6 seconds.
 LN0273
 LN0273.The orthometric height was determined by differential leveling and
 LN0273.adjusted by the NATIONAL GEODETIC SURVEY
 LN0273.in June 1991.
 LN0273
 LN0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0273.GEOID18 height accuracy estimate available here.
 LN0273
 LN0273.Click photographs - Photos may exist for this station.
 LN0273
 LN0273.The dynamic height is computed by dividing the NAVD 88
 LN0273.geopotential number by the normal gravity value computed on the
 LN0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0273.degrees latitude (g = 980.6199 gals.).
 LN0273
 LN0273.The modeled gravity was interpolated from observed gravity values.
 LN0273
 LN0273;                    North         East    Units  Estimated Accuracy
 LN0273;SPC UT C     - 2,221,990.      680,480.      MT  (+/- 180 meters Scaled)
 LN0273
 LN0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK379638(NAD 83)
 LN0273
 LN0273                          SUPERSEDED SURVEY CONTROL
 LN0273
 LN0273  NGVD 29 (??/??/92) 1454.152  (m)         4770.83   (f) ADJ UNCH    1 2
 LN0273
 LN0273.Superseded values are not recommended for survey control.
 LN0273
 LN0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0273.See file dsdata.pdf to determine how the superseded data were derived.
 LN0273
 LN0273_MARKER: DB = BENCH MARK DISK
 LN0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0273_STAMPING: 4770.830 G 27 1933
 LN0273_MARK LOGO: CGS
 LN0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0273+STABILITY: SURFACE MOTION
 LN0273
 LN0273  HISTORY     - Date     Condition        Report By
 LN0273  HISTORY     - 1933     MONUMENTED       CGS
 LN0273  HISTORY     - 1964     MARK NOT FOUND   USGS
 LN0273  HISTORY     - 1981     MARK NOT FOUND   NGS
 LN0273  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0273
 LN0273                          STATION DESCRIPTION
 LN0273
 LN0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0273'4.9 MI S FROM JENSEN.
 LN0273'ABOUT 4.9 MILES SOUTH ALONG THE WATSON-JENSEN ROAD FROM JENSEN, UINTAH
 LN0273'COUNTY, ON THE EAST EDGE OF GREEN RIVER VALLEY BOTTOM, ABOUT 1.9 MILES
 LN0273'NORTH OF THE ROAD ENTRANCE TO GREEN RIVER VALLEY, ABOUT 146 FEET
 LN0273'SOUTHWEST OF A FENCE CORNER, AND 36 FEET NORTHWEST OF THE CENTER LINE
 LN0273'OF THE ROAD.  A STANDARD DISK, STAMPED 4770.830 G 27 1933 AND SET IN
 LN0273'THE TOP OF A CONCRETE POST.
 LN0273
 LN0273                          STATION RECOVERY (1964)
 LN0273
 LN0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LN0273'MARK NOT FOUND.
 LN0273
 LN0273                          STATION RECOVERY (1981)
 LN0273
 LN0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LN0273'THERE HAS BEEN WORK DONE TO THE ROAD SHOULDER IN THE AREA AND THE
 LN0273'MARK COULD BE BURIED OR DESTROYED.
 LN0273
 LN0273                          STATION RECOVERY (1984)
 LN0273
 LN0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0273'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0324 ***********************************************************************
 LN0324  DESIGNATION -  G 28
 LN0324  PID         -  LN0324
 LN0324  STATE/COUNTY-  UT/UINTAH
 LN0324  COUNTRY     -  US
 LN0324  USGS QUAD   -  DYER MOUNTAIN (2017)
 LN0324
 LN0324                         *CURRENT SURVEY CONTROL
 LN0324  ______________________________________________________________________
 LN0324* NAD 83(1986) POSITION- 40 40 48.     (N) 109 30 39.     (W)   SCALED
 LN0324* NAVD 88 ORTHO HEIGHT -  2529.545 (meters)     8299.02  (feet) ADJUSTED
 LN0324  ______________________________________________________________________
 LN0324  GEOID HEIGHT    -        -14.352 (meters)                     GEOID18
 LN0324  DYNAMIC HEIGHT  -       2526.995 (meters)     8290.65  (feet) COMP
 LN0324  MODELED GRAVITY -    979,523.9   (mgal)                       NAVD 88
 LN0324
 LN0324  VERT ORDER      -  FIRST     CLASS II
 LN0324
 LN0324.The horizontal coordinates were scaled from a map and have
 LN0324.an estimated accuracy of +/- 6 seconds.
 LN0324
 LN0324.The orthometric height was determined by differential leveling and
 LN0324.adjusted by the NATIONAL GEODETIC SURVEY
 LN0324.in June 1991.
 LN0324
 LN0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0324.GEOID18 height accuracy estimate available here.
 LN0324
 LN0324.Click photographs - Photos may exist for this station.
 LN0324
 LN0324.The dynamic height is computed by dividing the NAVD 88
 LN0324.geopotential number by the normal gravity value computed on the
 LN0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0324.degrees latitude (g = 980.6199 gals.).
 LN0324
 LN0324.The modeled gravity was interpolated from observed gravity values.
 LN0324
 LN0324;                    North         East    Units  Estimated Accuracy
 LN0324;SPC UT C     - 2,262,410.      668,150.      MT  (+/- 180 meters Scaled)
 LN0324
 LN0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL258043(NAD 83)
 LN0324
 LN0324                          SUPERSEDED SURVEY CONTROL
 LN0324
 LN0324  NGVD 29 (??/??/92) 2528.094  (m)         8294.26   (f) ADJ UNCH    1 2
 LN0324
 LN0324.Superseded values are not recommended for survey control.
 LN0324
 LN0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0324.See file dsdata.pdf to determine how the superseded data were derived.
 LN0324
 LN0324_MARKER: DB = BENCH MARK DISK
 LN0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0324_STAMPING: 8294.255 G 28 1933
 LN0324_MARK LOGO: CGS
 LN0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0324+STABILITY: SURFACE MOTION
 LN0324
 LN0324  HISTORY     - Date     Condition        Report By
 LN0324  HISTORY     - 1933     MONUMENTED       CGS
 LN0324  HISTORY     - 1949     GOOD             CGS
 LN0324  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0324
 LN0324                          STATION DESCRIPTION
 LN0324
 LN0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0324'22.4 MI N FROM VERNAL.
 LN0324'ABOUT 22.4 MILES NORTH ALONG STATE HIGHWAY 44 FROM VERNAL, UINTAH
 LN0324'COUNTY, ABOUT 2.0 MILES NORTHWEST OF THE SEEPS (BARKER SPRING), ABOUT
 LN0324'0.8 MILE SOUTH OF THE SUMMIT OF A GRADE, ABOUT 1/2 MILE SOUTH OF THE
 LN0324'TRIANGLE JUNCTION OF THE SIDE ROAD LEADING TO BOULLIONVILLE, AT AN
 LN0324'OPEN FLAT, AND ABOUT 60 FEET WEST OF THE CENTER LINE OF THE HIGHWAY. A
 LN0324'STANDARD DISK, STAMPED 8294.255 G 28 1933 AND SET IN THE TOP OF A
 LN0324'CONCRETE POST.
 LN0324
 LN0324                          STATION RECOVERY (1949)
 LN0324
 LN0324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LN0324'RECOVERED IN GOOD CONDITION.
 LN0324
 LN0324                          STATION RECOVERY (1984)
 LN0324
 LN0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0324'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0342 ***********************************************************************
 LN0342  DESIGNATION -  G 29
 LN0342  PID         -  LN0342
 LN0342  STATE/COUNTY-  UT/DAGGETT
 LN0342  COUNTRY     -  US
 LN0342  USGS QUAD   -  MANILA (2017)
 LN0342
 LN0342                         *CURRENT SURVEY CONTROL
 LN0342  ______________________________________________________________________
 LN0342* NAD 83(1986) POSITION- 40 55 42.2    (N) 109 43 18.7    (W)   HD_HELD2
 LN0342* NAVD 88 ORTHO HEIGHT -  1886.826 (meters)     6190.36  (feet) ADJUSTED
 LN0342  ______________________________________________________________________
 LN0342  GEOID HEIGHT    -        -13.631 (meters)                     GEOID18
 LN0342  DYNAMIC HEIGHT  -       1885.160 (meters)     6184.90  (feet) COMP
 LN0342  MODELED GRAVITY -    979,674.1   (mgal)                       NAVD 88
 LN0342
 LN0342  VERT ORDER      -  FIRST     CLASS II
 LN0342
 LN0342.The horizontal coordinates were established by autonomous hand held GPS
 LN0342.observations and have an estimated accuracy of +/- 10 meters.
 LN0342
 LN0342.The orthometric height was determined by differential leveling and
 LN0342.adjusted by the NATIONAL GEODETIC SURVEY
 LN0342.in June 1991.
 LN0342
 LN0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0342.GEOID18 height accuracy estimate available here.
 LN0342
 LN0342.Click photographs - Photos may exist for this station.
 LN0342
 LN0342.The dynamic height is computed by dividing the NAVD 88
 LN0342.geopotential number by the normal gravity value computed on the
 LN0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0342.degrees latitude (g = 980.6199 gals.).
 LN0342
 LN0342.The modeled gravity was interpolated from observed gravity values.
 LN0342
 LN0342;                    North         East    Units  Estimated Accuracy
 LN0342;SPC UT N     - 1,067,612.      649,751.      MT  (+/- 10 meters HH2 GPS)
 LN0342
 LN0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL0761031593(NAD 83)
 LN0342
 LN0342                          SUPERSEDED SURVEY CONTROL
 LN0342
 LN0342  NGVD 29 (??/??/92) 1885.600  (m)         6186.34   (f) ADJ UNCH    1 2
 LN0342
 LN0342.Superseded values are not recommended for survey control.
 LN0342
 LN0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0342.See file dsdata.pdf to determine how the superseded data were derived.
 LN0342
 LN0342_MARKER: DB = BENCH MARK DISK
 LN0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0342_STAMPING: 6186.339 G 29 1933
 LN0342_MARK LOGO: CGS
 LN0342_PROJECTION: PROJECTING 10 CENTIMETERS
 LN0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0342+STABILITY: SURFACE MOTION
 LN0342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LN0342+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2009
 LN0342
 LN0342  HISTORY     - Date     Condition        Report By
 LN0342  HISTORY     - 1933     MONUMENTED       CGS
 LN0342  HISTORY     - 1984     GOOD             NGS
 LN0342  HISTORY     - 20091018 GOOD             GEOCAC
 LN0342
 LN0342                          STATION DESCRIPTION
 LN0342
 LN0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0342'6.7 MI S FROM MANILA.
 LN0342'ABOUT 6.7 MILES SOUTH ALONG STATE HIGHWAY 44 FROM MANILA, DAGGETT
 LN0342'COUNTY, AT THE PUBLIC CAMPGROUNDS ON THE NORTH BANK OF SHEEP CREEK,
 LN0342'ABOUT 350 FEET S.E. OF THE BRIDGE OVER THE CREEK, ABOUT 450 FEET SOUTH
 LN0342'OF THE BALANCED ROCK AT THE BASE OF A PYRAMID-SHAPED CLIFF, ON THE
 LN0342'WEST SIDE OF THE MOUTH OF A CANYON, AND ABOUT 340 FEET SOUTH OF THE
 LN0342'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 6186.339 G 29
 LN0342'1933 AND SET IN THE TOP OF A CONCRETE POST.
 LN0342
 LN0342                          STATION RECOVERY (1984)
 LN0342
 LN0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0342'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  9.4 KM
 LN0342'(5.85 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION WITH
 LN0342'STATE HIGHWAY 43 IN MANILA, NEAR THE CENTER OF A SMALL CAMPGROUND ON
 LN0342'THE NORTH BANK OF SHEEP CREEK. 85.3 M (279.0 FT) SOUTH OF THE
 LN0342'CENTERLINE OF A PAVED ROAD LEADING WEST, 80.7 M (264.8 FT) SOUTHWEST
 LN0342'OF MILEPOST 22, 53.6 M (175.9 FT) WEST OF THE CENTERLINE OF THE
 LN0342'HIGHWAY, 8.1 M (26.6 FT) SOUTHEAST OF THE CENTER OF A DIRT ROAD, AND
 LN0342'4.2 M (13.8 FT) EAST OF THE NORTHEAST CORNER OF A CONCRETE CAMPFIRE
 LN0342'PAD.
 LN0342'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LN0342'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 LN0342
 LN0342                          STATION RECOVERY (2009)
 LN0342
 LN0342'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LN0342'CAMPGROUND HAS BEEN MOVED.  STATION IS ABOUT 20 FEET NE OF A CONCRETE
 LN0342'WELL PAD THAT IS ABOUT 8 FEET X 8 FEET.  CARSONITE AND METAL TAG WP'S
 LN0342'ARE PRESENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0027 ***********************************************************************
 LP0027  DESIGNATION -  G 3
 LP0027  PID         -  LP0027
 LP0027  STATE/COUNTY-  UT/TOOELE
 LP0027  COUNTRY     -  US
 LP0027  USGS QUAD   -  LOFGREEN (2017)
 LP0027
 LP0027                         *CURRENT SURVEY CONTROL
 LP0027  ______________________________________________________________________
 LP0027* NAD 83(1986) POSITION- 40 01 23.     (N) 112 18 41.     (W)   SCALED
 LP0027* NAVD 88 ORTHO HEIGHT -  1769.776 (meters)     5806.34  (feet) ADJUSTED
 LP0027  ______________________________________________________________________
 LP0027  GEOID HEIGHT    -        -17.753 (meters)                     GEOID18
 LP0027  DYNAMIC HEIGHT  -       1768.122 (meters)     5800.91  (feet) COMP
 LP0027  MODELED GRAVITY -    979,628.4   (mgal)                       NAVD 88
 LP0027
 LP0027  VERT ORDER      -  FIRST     CLASS I
 LP0027
 LP0027.The horizontal coordinates were scaled from a map and have
 LP0027.an estimated accuracy of +/- 6 seconds.
 LP0027
 LP0027.The orthometric height was determined by differential leveling and
 LP0027.adjusted by the NATIONAL GEODETIC SURVEY
 LP0027.in June 1991.
 LP0027
 LP0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0027.GEOID18 height accuracy estimate available here.
 LP0027
 LP0027.Click photographs - Photos may exist for this station.
 LP0027
 LP0027.The dynamic height is computed by dividing the NAVD 88
 LP0027.geopotential number by the normal gravity value computed on the
 LP0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0027.degrees latitude (g = 980.6199 gals.).
 LP0027
 LP0027.The modeled gravity was interpolated from observed gravity values.
 LP0027
 LP0027;                    North         East    Units  Estimated Accuracy
 LP0027;SPC UT C     - 2,187,910.      430,740.      MT  (+/- 180 meters Scaled)
 LP0027
 LP0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK880311(NAD 83)
 LP0027
 LP0027                          SUPERSEDED SURVEY CONTROL
 LP0027
 LP0027  NGVD 29 (??/??/92) 1768.683  (m)         5802.75   (f) ADJ UNCH    1 1
 LP0027
 LP0027.Superseded values are not recommended for survey control.
 LP0027
 LP0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0027.See file dsdata.pdf to determine how the superseded data were derived.
 LP0027
 LP0027_MARKER: Q = CHISELED SQUARE
 LP0027_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LP0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0027
 LP0027  HISTORY     - Date     Condition        Report By
 LP0027  HISTORY     - 1908     MONUMENTED       CGS
 LP0027  HISTORY     - 1934     GOOD             CGS
 LP0027  HISTORY     - 1970     GOOD             NGS
 LP0027
 LP0027                          STATION DESCRIPTION
 LP0027
 LP0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0027'IN LOFGREEN.
 LP0027'AT LOFGREEN, TOOELE COUNTY, ABOUT 5 RAILS NORTH OF THE UNION PACIFIC
 LP0027'RAILROAD STATION SIGN, ABOUT 69 FEET WEST OF THE CENTER LINE OF THE
 LP0027'TRACK, AND ABOUT 16 FEET NORTHWEST OF A POLE.  THE BOTTOM OF A SQUARE
 LP0027'HOLE SURROUNDED BY THE LETTERS USBM, IN THE TOP OF A STONE POST.
 LP0027
 LP0027                          STATION RECOVERY (1970)
 LP0027
 LP0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LP0027'AT LOFGREEN, ALONG THE UNION PACIFIC RAILROAD, 66.5 FEET WEST OF THE
 LP0027'WEST RAIL, 18 1/2 FEET NORTHWEST OF THE FIRST POLE SOUTH OF MILE POST
 LP0027'710, 130 FEET NORTHWEST OF SEMAPHORE A, 170 FEET NORTH OF LOFGREEN
 LP0027'SIDING SIGN, 1.4 FEET SOUTH OF A WITNESSS POST, 2 FEET LOWER THAN THE
 LP0027'TRACK AND IN THE TOP OF A STONE POST PROJECTING 0.3 FOOT.  THE LETTERS
 LP0027'USBM ARE CUT IN THE TOP OF THE POST.  SEC 20, T 4W, R 9S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0257 ***********************************************************************
 JN0257  DESIGNATION -  G 30
 JN0257  PID         -  JN0257
 JN0257  STATE/COUNTY-  UT/SEVIER
 JN0257  COUNTRY     -  US
 JN0257  USGS QUAD   -  BURRVILLE (2017)
 JN0257
 JN0257                         *CURRENT SURVEY CONTROL
 JN0257  ______________________________________________________________________
 JN0257* NAD 83(1986) POSITION- 38 32 39.     (N) 111 50 28.     (W)   SCALED
 JN0257* NAVD 88 ORTHO HEIGHT -  2165.480 (meters)     7104.58  (feet) ADJUSTED
 JN0257  ______________________________________________________________________
 JN0257  GEOID HEIGHT    -        -17.732 (meters)                     GEOID18
 JN0257  DYNAMIC HEIGHT  -       2162.953 (meters)     7096.29  (feet) COMP
 JN0257  MODELED GRAVITY -    979,383.8   (mgal)                       NAVD 88
 JN0257
 JN0257  VERT ORDER      -  FIRST     CLASS II
 JN0257
 JN0257.The horizontal coordinates were scaled from a map and have
 JN0257.an estimated accuracy of +/- 6 seconds.
 JN0257
 JN0257.The orthometric height was determined by differential leveling and
 JN0257.adjusted by the NATIONAL GEODETIC SURVEY
 JN0257.in June 1991.
 JN0257
 JN0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0257.GEOID18 height accuracy estimate available here.
 JN0257
 JN0257.Click photographs - Photos may exist for this station.
 JN0257
 JN0257.The dynamic height is computed by dividing the NAVD 88
 JN0257.geopotential number by the normal gravity value computed on the
 JN0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0257.degrees latitude (g = 980.6199 gals.).
 JN0257
 JN0257.The modeled gravity was interpolated from observed gravity values.
 JN0257
 JN0257;                    North         East    Units  Estimated Accuracy
 JN0257;SPC UT C     - 2,023,470.      470,260.      MT  (+/- 180 meters Scaled)
 JN0257
 JN0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH267665(NAD 83)
 JN0257
 JN0257                          SUPERSEDED SURVEY CONTROL
 JN0257
 JN0257  NGVD 29 (??/??/92) 2164.145  (m)         7100.20   (f) ADJ UNCH    1 2
 JN0257
 JN0257.Superseded values are not recommended for survey control.
 JN0257
 JN0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0257.See file dsdata.pdf to determine how the superseded data were derived.
 JN0257
 JN0257_MARKER: DB = BENCH MARK DISK
 JN0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0257_STAMPING: G 30 1934
 JN0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0257+STABILITY: SURFACE MOTION
 JN0257
 JN0257  HISTORY     - Date     Condition        Report By
 JN0257  HISTORY     - 1934     MONUMENTED       CGS
 JN0257
 JN0257                          STATION DESCRIPTION
 JN0257
 JN0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0257'20.0 MI W FROM LOA.
 JN0257'IN SEVIER COUNTY, 20.0 MILES WEST ALONG STATE HIGHWAY 24 FROM THE LOA
 JN0257'MERCANTILE CO. STORE AT LOA, WAYNE COUNTY, 210 FEET NORTH OF A
 JN0257'GALVANIZED-IRON PIPE CULVERT UNDER THE HIGHWAY, 41 FEET NORTH OF TWO
 JN0257'SMALL CEDAR TREES, AND 42 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 JN0257'A STANDARD DISK, STAMPED G 30 1934 AND SET IN THE TOP OF A CONCRETE
 JN0257'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0014 ***********************************************************************
 JO0014  DESIGNATION -  G 31
 JO0014  PID         -  JO0014
 JO0014  STATE/COUNTY-  UT/SEVIER
 JO0014  COUNTRY     -  US
 JO0014  USGS QUAD   -  ELSINORE (2017)
 JO0014
 JO0014                         *CURRENT SURVEY CONTROL
 JO0014  ______________________________________________________________________
 JO0014* NAD 83(1986) POSITION- 38 40 20.     (N) 112 09 15.     (W)   SCALED
 JO0014* NAVD 88 ORTHO HEIGHT -  1624.436 (meters)     5329.50  (feet) ADJUSTED
 JO0014  ______________________________________________________________________
 JO0014  GEOID HEIGHT    -        -18.959 (meters)                     GEOID18
 JO0014  DYNAMIC HEIGHT  -       1622.675 (meters)     5323.73  (feet) COMP
 JO0014  MODELED GRAVITY -    979,487.9   (mgal)                       NAVD 88
 JO0014
 JO0014  VERT ORDER      -  FIRST     CLASS II
 JO0014
 JO0014.The horizontal coordinates were scaled from a map and have
 JO0014.an estimated accuracy of +/- 6 seconds.
 JO0014
 JO0014.The orthometric height was determined by differential leveling and
 JO0014.adjusted by the NATIONAL GEODETIC SURVEY
 JO0014.in June 1991.
 JO0014
 JO0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0014.GEOID18 height accuracy estimate available here.
 JO0014
 JO0014.Click photographs - Photos may exist for this station.
 JO0014
 JO0014.The dynamic height is computed by dividing the NAVD 88
 JO0014.geopotential number by the normal gravity value computed on the
 JO0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0014.degrees latitude (g = 980.6199 gals.).
 JO0014
 JO0014.The modeled gravity was interpolated from observed gravity values.
 JO0014
 JO0014;                    North         East    Units  Estimated Accuracy
 JO0014;SPC UT C     - 2,037,830.      443,070.      MT  (+/- 180 meters Scaled)
 JO0014
 JO0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH995810(NAD 83)
 JO0014
 JO0014                          SUPERSEDED SURVEY CONTROL
 JO0014
 JO0014  NGVD 29 (??/??/92) 1623.221  (m)         5325.52   (f) ADJ UNCH    1 2
 JO0014
 JO0014.Superseded values are not recommended for survey control.
 JO0014
 JO0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0014.See file dsdata.pdf to determine how the superseded data were derived.
 JO0014
 JO0014_MARKER: DB = BENCH MARK DISK
 JO0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0014_STAMPING: G 31 1934
 JO0014_MARK LOGO: CGS
 JO0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0014+STABILITY: SURFACE MOTION
 JO0014
 JO0014  HISTORY     - Date     Condition        Report By
 JO0014  HISTORY     - 1934     MONUMENTED       CGS
 JO0014  HISTORY     - 1960     MARK NOT FOUND   CGS
 JO0014
 JO0014                          STATION DESCRIPTION
 JO0014
 JO0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0014'8.6 MI N FROM SEVIER.
 JO0014'8.6 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JO0014'THE STATION AT SEVIER, SEVIER COUNTY, 0.2 MILE SOUTH OF THE STATION AT
 JO0014'ELSINORE, 61 FEET WEST OF MILEPOST 112, 48 FEET WEST OF THE CENTERLINE
 JO0014'OF THE TRACK, AND 2 FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED
 JO0014'G 31 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THE MILE POST
 JO0014'AND FENCE APPEARED TO BE THE SAME. THE LOCATION OF THE MARK WOULD HAVE
 JO0014'BEEN CLOSE TO THE GATE WAY TO A FIELD AND MAY HAVE BEEN ROOTED OUT BY
 JO0014'A FARMER.
 JO0014
 JO0014                          STATION RECOVERY (1960)
 JO0014
 JO0014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JO0014'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0156 ***********************************************************************
 JO0156  DESIGNATION -  G 32
 JO0156  PID         -  JO0156
 JO0156  STATE/COUNTY-  UT/BEAVER
 JO0156  COUNTRY     -  US
 JO0156  USGS QUAD   -  BEAVER (2017)
 JO0156
 JO0156                         *CURRENT SURVEY CONTROL
 JO0156  ______________________________________________________________________
 JO0156* NAD 83(1986) POSITION- 38 18 03.     (N) 112 38 21.     (W)   SCALED
 JO0156* NAVD 88 ORTHO HEIGHT -  1835.564 (meters)     6022.18  (feet) ADJUSTED
 JO0156  ______________________________________________________________________
 JO0156  GEOID HEIGHT    -        -20.187 (meters)                     GEOID18
 JO0156  DYNAMIC HEIGHT  -       1833.472 (meters)     6015.32  (feet) COMP
 JO0156  MODELED GRAVITY -    979,424.7   (mgal)                       NAVD 88
 JO0156
 JO0156  VERT ORDER      -  FIRST     CLASS II
 JO0156
 JO0156.The horizontal coordinates were scaled from a map and have
 JO0156.an estimated accuracy of +/- 6 seconds.
 JO0156
 JO0156.The orthometric height was determined by differential leveling and
 JO0156.adjusted by the NATIONAL GEODETIC SURVEY
 JO0156.in June 1991.
 JO0156
 JO0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0156.GEOID18 height accuracy estimate available here.
 JO0156
 JO0156.Click photographs - Photos may exist for this station.
 JO0156
 JO0156.The dynamic height is computed by dividing the NAVD 88
 JO0156.geopotential number by the normal gravity value computed on the
 JO0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0156.degrees latitude (g = 980.6199 gals.).
 JO0156
 JO0156.The modeled gravity was interpolated from observed gravity values.
 JO0156
 JO0156;                    North         East    Units  Estimated Accuracy
 JO0156;SPC UT S     - 3,181,980.      400,360.      MT  (+/- 180 meters Scaled)
 JO0156
 JO0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH566404(NAD 83)
 JO0156
 JO0156                          SUPERSEDED SURVEY CONTROL
 JO0156
 JO0156  NGVD 29 (??/??/92) 1834.324  (m)         6018.11   (f) ADJ UNCH    1 2
 JO0156
 JO0156.Superseded values are not recommended for survey control.
 JO0156
 JO0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0156.See file dsdata.pdf to determine how the superseded data were derived.
 JO0156
 JO0156_MARKER: DB = BENCH MARK DISK
 JO0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0156_STAMPING: G 32 1934
 JO0156_MARK LOGO: CGS
 JO0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0156+STABILITY: SURFACE MOTION
 JO0156
 JO0156  HISTORY     - Date     Condition        Report By
 JO0156  HISTORY     - 1934     MONUMENTED       CGS
 JO0156  HISTORY     - 1984     MARK NOT FOUND   USGS
 JO0156
 JO0156                          STATION DESCRIPTION
 JO0156
 JO0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0156'1.9 MI N FROM BEAVER.
 JO0156'1.9 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE COURTHOUSE AT BEAVER,
 JO0156'BEAVER COUNTY, 90 FEET WEST OF TELEPHONE POLE 8875, 56 FEET SOUTHWEST
 JO0156'OF A GALVANIZED-IRON PIPE CULVERT, 60 FEET WEST OF THE CENTERLINE OF
 JO0156'THE HIGHWAY, AND 4 FEET SOUTHEAST OF A FENCE CORNER.  A STANDARD DISK,
 JO0156'STAMPED G 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JO0156
 JO0156                          STATION RECOVERY (1984)
 JO0156
 JO0156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JO0156'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0296 ***********************************************************************
 JO0296  DESIGNATION -  G 33
 JO0296  PID         -  JO0296
 JO0296  STATE/COUNTY-  UT/BEAVER
 JO0296  COUNTRY     -  US
 JO0296  USGS QUAD   -  FRISCO (2017)
 JO0296
 JO0296                         *CURRENT SURVEY CONTROL
 JO0296  ______________________________________________________________________
 JO0296* NAD 83(1986) POSITION- 38 26 56.     (N) 113 15 37.     (W)   SCALED
 JO0296* NAVD 88 ORTHO HEIGHT -  1919.186 (meters)     6296.53  (feet) ADJUSTED
 JO0296  ______________________________________________________________________
 JO0296  GEOID HEIGHT    -        -20.851 (meters)                     GEOID18
 JO0296  DYNAMIC HEIGHT  -       1917.089 (meters)     6289.65  (feet) COMP
 JO0296  MODELED GRAVITY -    979,467.1   (mgal)                       NAVD 88
 JO0296
 JO0296  VERT ORDER      -  FIRST     CLASS II
 JO0296
 JO0296.The horizontal coordinates were scaled from a map and have
 JO0296.an estimated accuracy of +/- 6 seconds.
 JO0296
 JO0296.The orthometric height was determined by differential leveling and
 JO0296.adjusted by the NATIONAL GEODETIC SURVEY
 JO0296.in June 1991.
 JO0296
 JO0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0296.GEOID18 height accuracy estimate available here.
 JO0296
 JO0296.Click photographs - Photos may exist for this station.
 JO0296
 JO0296.The dynamic height is computed by dividing the NAVD 88
 JO0296.geopotential number by the normal gravity value computed on the
 JO0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0296.degrees latitude (g = 980.6199 gals.).
 JO0296
 JO0296.The modeled gravity was interpolated from observed gravity values.
 JO0296
 JO0296;                    North         East    Units  Estimated Accuracy
 JO0296;SPC UT S     - 3,199,250.      346,340.      MT  (+/- 180 meters Scaled)
 JO0296
 JO0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH027580(NAD 83)
 JO0296
 JO0296                          SUPERSEDED SURVEY CONTROL
 JO0296
 JO0296  NGVD 29 (??/??/92) 1917.997  (m)         6292.63   (f) ADJ UNCH    1 2
 JO0296
 JO0296.Superseded values are not recommended for survey control.
 JO0296
 JO0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0296.See file dsdata.pdf to determine how the superseded data were derived.
 JO0296
 JO0296_MARKER: DB = BENCH MARK DISK
 JO0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0296_STAMPING: G 33 1934
 JO0296_MARK LOGO: CGS
 JO0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0296+STABILITY: SURFACE MOTION
 JO0296
 JO0296  HISTORY     - Date     Condition        Report By
 JO0296  HISTORY     - 1934     MONUMENTED       CGS
 JO0296  HISTORY     - 1958     MARK NOT FOUND   USGS
 JO0296  HISTORY     - 1960     MARK NOT FOUND   CGS
 JO0296
 JO0296                          STATION DESCRIPTION
 JO0296
 JO0296'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JO0296'17.3 MI W FROM MILFORD.
 JO0296'17.3 MILES WEST ALONG THE ABANDONED LOS ANGELES AND SALT LAKE RAILROAD
 JO0296'FROM THE STATION AT MILFORD, BEAVER COUNTY, 240 FEET NORTHEAST OF
 JO0296'MILEPOST 17, 135 FEET NORTH OF POWER POLE 916 109 FEET NORTH OF THE
 JO0296'CENTERLINE OF THE TRACK, AND 54 FEET NORTH OF THE CENTERLINE OF STATE
 JO0296'HIGHWAY 21.  A STANDARD DISK STAMPED G 33 1934 AND SET IN THE TOP OF A
 JO0296'CONCRETE POST.
 JO0296
 JO0296                          STATION RECOVERY (1960)
 JO0296
 JO0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JO0296'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0495 ***********************************************************************
 MR0495  DESIGNATION -  G 331
 MR0495  PID         -  MR0495
 MR0495  STATE/COUNTY-  UT/CACHE
 MR0495  COUNTRY     -  US
 MR0495  USGS QUAD   -  NEWTON (2017)
 MR0495
 MR0495                         *CURRENT SURVEY CONTROL
 MR0495  ______________________________________________________________________
 MR0495* NAD 83(1986) POSITION- 41 50 33.     (N) 111 57 40.     (W)   SCALED
 MR0495* NAVD 88 ORTHO HEIGHT -  1360.616 (meters)     4463.95  (feet) ADJUSTED
 MR0495  ______________________________________________________________________
 MR0495  GEOID HEIGHT    -        -15.383 (meters)                     GEOID18
 MR0495  DYNAMIC HEIGHT  -       1359.663 (meters)     4460.83  (feet) COMP
 MR0495  MODELED GRAVITY -    979,875.4   (mgal)                       NAVD 88
 MR0495  OBS GRAVITY     -    979,876.8   (mgal)                       GRAV_OBS
 MR0495
 MR0495  VERT ORDER      -  FIRST     CLASS I
 MR0495
 MR0495.The horizontal coordinates were scaled from a map and have
 MR0495.an estimated accuracy of +/- 6 seconds.
 MR0495
 MR0495.The orthometric height was determined by differential leveling and
 MR0495.adjusted by the NATIONAL GEODETIC SURVEY
 MR0495.in June 1991.
 MR0495
 MR0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0495.GEOID18 height accuracy estimate available here.
 MR0495
 MR0495.Click photographs - Photos may exist for this station.
 MR0495
 MR0495.The dynamic height is computed by dividing the NAVD 88
 MR0495.geopotential number by the normal gravity value computed on the
 MR0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0495.degrees latitude (g = 980.6199 gals.).
 MR0495
 MR0495.The modeled gravity was interpolated from observed gravity values.
 MR0495
 MR0495.The observed gravity was obtained from relative gravimeter ties
 MR0495.to the IGSN71 gravity network.
 MR0495
 MR0495;                    North         East    Units  Estimated Accuracy
 MR0495;SPC UT N     - 1,167,700.      461,700.      MT  (+/- 180 meters Scaled)
 MR0495
 MR0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM202327(NAD 83)
 MR0495
 MR0495                          SUPERSEDED SURVEY CONTROL
 MR0495
 MR0495  NGVD 29 (??/??/92) 1359.578  (m)         4460.55   (f) ADJ UNCH    1 1
 MR0495
 MR0495.Superseded values are not recommended for survey control.
 MR0495
 MR0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0495.See file dsdata.pdf to determine how the superseded data were derived.
 MR0495
 MR0495_MARKER: DB = BENCH MARK DISK
 MR0495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0495_SP_SET: CULVERT
 MR0495_STAMPING: G 331 1937
 MR0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0495
 MR0495  HISTORY     - Date     Condition        Report By
 MR0495  HISTORY     - 1937     MONUMENTED       CGS
 MR0495  HISTORY     - 1967     GOOD             CGS
 MR0495
 MR0495                          STATION DESCRIPTION
 MR0495
 MR0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0495'2.55 MI NE FROM CACHE JUNCTION.
 MR0495'2.55 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0495'AT CACHE JUNCTION, 5.35 MILES SOUTH OF TRENTON, AT THE CROSSING OF A
 MR0495'GRAVELED ROAD, 5 1/2 POLES SOUTHWEST OF THE CROSSING OF STATE HIGHWAY
 MR0495'218, IN THE TOP OF THE CENTER OF THE SOUTHEAST CONCRETE HEAD WALL OF
 MR0495'CULVERT 51.38, 13.9 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 42 1/2 FEET
 MR0495'NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 1/2 FEET LOWER
 MR0495'THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0616 ***********************************************************************
 LO0616  DESIGNATION -  G 333
 LO0616  PID         -  LO0616
 LO0616  STATE/COUNTY-  UT/SALT LAKE
 LO0616  COUNTRY     -  US
 LO0616  USGS QUAD   -  MIDVALE (2017)
 LO0616
 LO0616                         *CURRENT SURVEY CONTROL
 LO0616  ______________________________________________________________________
 LO0616* NAD 83(1986) POSITION- 40 36 34.     (N) 111 56 56.     (W)   SCALED
 LO0616* NAVD 88 ORTHO HEIGHT -  1345.775 (meters)     4415.26  (feet) ADJUSTED
 LO0616  ______________________________________________________________________
 LO0616  GEOID HEIGHT    -        -17.229 (meters)                     GEOID18
 LO0616  DYNAMIC HEIGHT  -       1344.665 (meters)     4411.62  (feet) COMP
 LO0616  MODELED GRAVITY -    979,753.8   (mgal)                       NAVD 88
 LO0616
 LO0616  VERT ORDER      -  FIRST     CLASS II
 LO0616
 LO0616.The horizontal coordinates were scaled from a map and have
 LO0616.an estimated accuracy of +/- 6 seconds.
 LO0616
 LO0616.The orthometric height was determined by differential leveling and
 LO0616.adjusted by the NATIONAL GEODETIC SURVEY
 LO0616.in June 1991.
 LO0616
 LO0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0616.GEOID18 height accuracy estimate available here.
 LO0616
 LO0616.Click photographs - Photos may exist for this station.
 LO0616
 LO0616.The dynamic height is computed by dividing the NAVD 88
 LO0616.geopotential number by the normal gravity value computed on the
 LO0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0616.degrees latitude (g = 980.6199 gals.).
 LO0616
 LO0616.The modeled gravity was interpolated from observed gravity values.
 LO0616
 LO0616;                    North         East    Units  Estimated Accuracy
 LO0616;SPC UT C     - 2,252,800.      462,010.      MT  (+/- 180 meters Scaled)
 LO0616
 LO0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK197958(NAD 83)
 LO0616
 LO0616                          SUPERSEDED SURVEY CONTROL
 LO0616
 LO0616  NGVD 29 (??/??/92) 1344.804  (m)         4412.08   (f) ADJ UNCH    1 2
 LO0616
 LO0616.Superseded values are not recommended for survey control.
 LO0616
 LO0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0616.See file dsdata.pdf to determine how the superseded data were derived.
 LO0616
 LO0616_MARKER: DB = BENCH MARK DISK
 LO0616_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0616_SP_SET: BRIDGE
 LO0616_STAMPING: G 333 1945
 LO0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0616
 LO0616  HISTORY     - Date     Condition        Report By
 LO0616  HISTORY     - 1945     MONUMENTED       CGS
 LO0616  HISTORY     - 1983     GOOD             NGS
 LO0616
 LO0616                          STATION DESCRIPTION
 LO0616
 LO0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LO0616'2.2 MI W FROM MIDVALE.
 LO0616'2.2 MILES WEST ALONG A COUNTY ROAD FROM THE DENVER AND RIO GRANDE
 LO0616'WESTERN RAILROAD STATION AT MIDVALE, SALT LAKE COUNTY, AT THE
 LO0616'T-JUNCTION OF A ROAD LEADING SOUTH, 40 FEET EAST OF THE CENTERLINE OF
 LO0616'THE SIDE ROAD, 32 FEET SOUTH OF THE CENTERLINE OF THE MAIN ROAD, AT A
 LO0616'CONCRETE BRIDGE OVER AN IRRIGATION DITCH, IN THE TOP OF THE SOUTH
 LO0616'WALL, 5 FEET WEST OF THE EAST END OF THE WALL, AND 1.3 FEET HIGHER
 LO0616'THAN THE ROAD.  A STANDARD DISK, STAMPED G 333 1945.
 LO0616
 LO0616                          STATION RECOVERY (1983)
 LO0616
 LO0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LO0616'THE SIDE ROAD IS MOSTLY GONE OR OVERGROWN NOW. IT IS ABOUT 0.1 KM
 LO0616'(0.05 MI) WEST TO THE INTERSECTION OF 2200 WEST STREET AND 7800 SOUTH
 LO0616'STREET. IT IS 23.8 M (78 FT) WEST FROM THE CENTER OF THE DRIVEWAY TO
 LO0616'2205 WEST 7800 SOUTH AND 7.8 M (25.7 FT) WEST FROM A TELEPHONE POLL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0163 ***********************************************************************
 LQ0163  DESIGNATION -  G 334
 LQ0163  PID         -  LQ0163
 LQ0163  STATE/COUNTY-  UT/TOOELE
 LQ0163  COUNTRY     -  US
 LQ0163  USGS QUAD   -  WENDOVER (2017)
 LQ0163
 LQ0163                         *CURRENT SURVEY CONTROL
 LQ0163  ______________________________________________________________________
 LQ0163* NAD 83(1986) POSITION- 40 43 40.     (N) 114 02 08.     (W)   SCALED
 LQ0163* NAVD 88 ORTHO HEIGHT -  1292.060 (meters)     4239.03  (feet) POSTED
 LQ0163  ______________________________________________________________________
 LQ0163  GEOID HEIGHT    -        -18.150 (meters)                     GEOID18
 LQ0163  DYNAMIC HEIGHT  -       1291.08  (meters)     4235.8   (feet) COMP
 LQ0163  MODELED GRAVITY -    979,823.4   (mgal)                       NAVD 88
 LQ0163
 LQ0163  VERT ORDER      -  * POSTED, SEE BELOW
 LQ0163
 LQ0163.This mark is at Wendover Airport (ENV)
 LQ0163
 LQ0163.The horizontal coordinates were scaled from a map and have
 LQ0163.an estimated accuracy of +/- 6 seconds.
 LQ0163
 LQ0163.The orthometric height was determined by differential leveling
 LQ0163.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LQ0163
 LQ0163.* This is a POSTED BENCH MARK height.
 LQ0163
 LQ0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0163.GEOID18 height accuracy estimate available here.
 LQ0163
 LQ0163.Click photographs - Photos may exist for this station.
 LQ0163
 LQ0163.The dynamic height is computed by dividing the NAVD 88
 LQ0163.geopotential number by the normal gravity value computed on the
 LQ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0163.degrees latitude (g = 980.6199 gals.).
 LQ0163
 LQ0163.The modeled gravity was interpolated from observed gravity values.
 LQ0163
 LQ0163;                    North         East    Units  Estimated Accuracy
 LQ0163;SPC UT C     - 2,268,880.      285,820.      MT  (+/- 180 meters Scaled)
 LQ0163
 LQ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF503127(NAD 83)
 LQ0163
 LQ0163                          SUPERSEDED SURVEY CONTROL
 LQ0163
 LQ0163  NGVD 29 (??/??/92) 1291.14   (m)         4236.0    (f) COMPUTED    2 0
 LQ0163
 LQ0163.Superseded values are not recommended for survey control.
 LQ0163
 LQ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0163.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0163
 LQ0163_MARKER: DB = BENCH MARK DISK
 LQ0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0163_STAMPING: G 334 1945
 LQ0163_MARK LOGO: CGS
 LQ0163_PROJECTION: PROJECTING 15 CENTIMETERS
 LQ0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0163+STABILITY: SURFACE MOTION
 LQ0163
 LQ0163  HISTORY     - Date     Condition        Report By
 LQ0163  HISTORY     - 1945     MONUMENTED       CGS
 LQ0163  HISTORY     - 1958     MARK NOT FOUND   CGS
 LQ0163
 LQ0163                          STATION DESCRIPTION
 LQ0163
 LQ0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0163'IN WENDOVER FIELD.
 LQ0163'AT WENDOVER FIELD, AT THE OPERATIONS AND CONTROL TOWER BUILDING, 42
 LQ0163'FEET SOUTH OF THE SOUTHWEST CORNER, AND 3 FEET NORTH OF THE NORTH EDGE
 LQ0163'OF A PLANE-PARKING STRIP.  A STANDARD DISK, STAMPED G 334 1945 AND SET
 LQ0163'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0445 ***********************************************************************
 MS0445  DESIGNATION -  G 337
 MS0445  PID         -  MS0445
 MS0445  STATE/COUNTY-  UT/BOX ELDER
 MS0445  COUNTRY     -  US
 MS0445  USGS QUAD   -  DRY CANYON MOUNTAIN (2017)
 MS0445
 MS0445                         *CURRENT SURVEY CONTROL
 MS0445  ______________________________________________________________________
 MS0445* NAD 83(1986) POSITION- 41 52 26.     (N) 113 57 17.     (W)   SCALED
 MS0445* NAVD 88 ORTHO HEIGHT -  1735.076 (meters)     5692.50  (feet) ADJUSTED
 MS0445  ______________________________________________________________________
 MS0445  GEOID HEIGHT    -        -15.158 (meters)                     GEOID18
 MS0445  DYNAMIC HEIGHT  -       1733.775 (meters)     5688.23  (feet) COMP
 MS0445  MODELED GRAVITY -    979,810.8   (mgal)                       NAVD 88
 MS0445
 MS0445  VERT ORDER      -  SECOND    CLASS 0
 MS0445
 MS0445.The horizontal coordinates were scaled from a map and have
 MS0445.an estimated accuracy of +/- 6 seconds.
 MS0445
 MS0445.The orthometric height was determined by differential leveling and
 MS0445.adjusted by the NATIONAL GEODETIC SURVEY
 MS0445.in June 1991.
 MS0445
 MS0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0445.GEOID18 height accuracy estimate available here.
 MS0445
 MS0445.Click photographs - Photos may exist for this station.
 MS0445
 MS0445.The dynamic height is computed by dividing the NAVD 88
 MS0445.geopotential number by the normal gravity value computed on the
 MS0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0445.degrees latitude (g = 980.6199 gals.).
 MS0445
 MS0445.The modeled gravity was interpolated from observed gravity values.
 MS0445
 MS0445;                    North         East    Units  Estimated Accuracy
 MS0445;SPC UT N     - 1,173,960.      296,250.      MT  (+/- 180 meters Scaled)
 MS0445
 MS0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM548399(NAD 83)
 MS0445
 MS0445                          SUPERSEDED SURVEY CONTROL
 MS0445
 MS0445  NGVD 29 (??/??/92) 1733.912  (m)         5688.68   (f) ADJ UNCH    2 0
 MS0445
 MS0445.Superseded values are not recommended for survey control.
 MS0445
 MS0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0445.See file dsdata.pdf to determine how the superseded data were derived.
 MS0445
 MS0445_MARKER: DB = BENCH MARK DISK
 MS0445_SETTING: 80 = SET IN A BOULDER
 MS0445_STAMPING: G 337 1951
 MS0445_MARK LOGO: CGS
 MS0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0445+STABILITY: SURFACE MOTION
 MS0445
 MS0445  HISTORY     - Date     Condition        Report By
 MS0445  HISTORY     - 1951     MONUMENTED       CGS
 MS0445
 MS0445                          STATION DESCRIPTION
 MS0445
 MS0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MS0445'14.8 MI N FROM GROUSE CREEK.
 MS0445'3.4 MILES NORTH, 11.4 MILES NORTHWEST, 0.4 MILES SOUTHEAST OF THE T
 MS0445'JUNCTION OF A ROAD LEADING NORTH TO A RANCH HOUSE, ON THE WEST SLOPE
 MS0445'OF AND NEAR THE WEST BASE OF A LARGE HILL, AT THE NORTHEAST EDGE OF A
 MS0445'LARGE FIELD, 364 1/2 FEET NORTHEAST OF AND ACROSS THE ROAD AND THE
 MS0445'FIELD FROM THE EAST CORNER POST OF A HAY PEN, 331 FEET NORTHEAST OF
 MS0445'THE CENTER LINE OF THE ROAD, AND IN THE TOP OF A SHELF AT THE WEST
 MS0445'BASE OF A LARGE CONGLOMERATE BOULDER, 59 FEET NORTHEAST OF A DITCH
 MS0445'RUNNING SOUTHEAST-NORTHWEST THRU THE FIELD, 25 FEET NORTHEAST OF THE
 MS0445'NORTHEAST EDGE OF THE FIELD, AND ABOUT 6 FEET HIGHER THAN THE ROAD AND
 MS0445'MARKED BY THE LARGE WHITE PAINTED LETTERS B M.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0505 ***********************************************************************
 MR0505  DESIGNATION -  G 338
 MR0505  PID         -  MR0505
 MR0505  STATE/COUNTY-  UT/CACHE
 MR0505  COUNTRY     -  US
 MR0505  USGS QUAD   -  TRENTON (2017)
 MR0505
 MR0505                         *CURRENT SURVEY CONTROL
 MR0505  ______________________________________________________________________
 MR0505* NAD 83(1986) POSITION- 41 58 32.     (N) 111 54 54.     (W)   SCALED
 MR0505* NAVD 88 ORTHO HEIGHT -  1371.204 (meters)     4498.69  (feet) ADJUSTED
 MR0505  ______________________________________________________________________
 MR0505  GEOID HEIGHT    -        -14.912 (meters)                     GEOID18
 MR0505  DYNAMIC HEIGHT  -       1370.248 (meters)     4495.56  (feet) COMP
 MR0505  MODELED GRAVITY -    979,878.3   (mgal)                       NAVD 88
 MR0505
 MR0505  VERT ORDER      -  SECOND    CLASS 0
 MR0505
 MR0505.The horizontal coordinates were scaled from a map and have
 MR0505.an estimated accuracy of +/- 6 seconds.
 MR0505
 MR0505.The orthometric height was determined by differential leveling and
 MR0505.adjusted by the NATIONAL GEODETIC SURVEY
 MR0505.in June 1991.
 MR0505
 MR0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0505.GEOID18 height accuracy estimate available here.
 MR0505
 MR0505.Click photographs - Photos may exist for this station.
 MR0505
 MR0505.The dynamic height is computed by dividing the NAVD 88
 MR0505.geopotential number by the normal gravity value computed on the
 MR0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0505.degrees latitude (g = 980.6199 gals.).
 MR0505
 MR0505.The modeled gravity was interpolated from observed gravity values.
 MR0505
 MR0505;                    North         East    Units  Estimated Accuracy
 MR0505;SPC UT N     - 1,182,460.      465,600.      MT  (+/- 180 meters Scaled)
 MR0505
 MR0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM241474(NAD 83)
 MR0505
 MR0505                          SUPERSEDED SURVEY CONTROL
 MR0505
 MR0505  NGVD 29 (??/??/92) 1370.211  (m)         4495.43   (f) ADJ UNCH    2 0
 MR0505
 MR0505.Superseded values are not recommended for survey control.
 MR0505
 MR0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0505.See file dsdata.pdf to determine how the superseded data were derived.
 MR0505
 MR0505_MARKER: DB = BENCH MARK DISK
 MR0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0505_STAMPING: G 338 1951
 MR0505_MARK LOGO: CGS
 MR0505_PROJECTION: PROJECTING 9 CENTIMETERS
 MR0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0505+STABILITY: SURFACE MOTION
 MR0505
 MR0505  HISTORY     - Date     Condition        Report By
 MR0505  HISTORY     - 1951     MONUMENTED       CGS
 MR0505
 MR0505                          STATION DESCRIPTION
 MR0505
 MR0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MR0505'2.0 MI E FROM CORNISH.
 MR0505'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 61 FROM THE UNION PACIFIC
 MR0505'RAILROAD STATION AT CORNISH, ABOUT 3.0 MILES WEST OF LEWISTON, AT A
 MR0505'CROSSROAD INTERSECTION, 40 FEET EAST OF THE CENTER LINE OF A NORTH AND
 MR0505'SOUTH ROAD, 31 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 18
 MR0505'FEET NORTHEAST OF A POWER LINE POLE, 9 1/2 FEET EAST OF A CORNER FENCE
 MR0505'POST, 1.0 FEET SOUTH OF A FENCE, 1.6 FEET WEST OF A WITNESS POST,
 MR0505'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MR0505'PROJECTING 0.3 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0347 ***********************************************************************
 JO0347  DESIGNATION -  G 34
 JO0347  PID         -  JO0347
 JO0347  STATE/COUNTY-  UT/MILLARD
 JO0347  COUNTRY     -  US
 JO0347  USGS QUAD   -  MORMON GAP (2017)
 JO0347
 JO0347                         *CURRENT SURVEY CONTROL
 JO0347  ______________________________________________________________________
 JO0347* NAD 83(1986) POSITION- 38 42 43.     (N) 113 55 03.     (W)   SCALED
 JO0347* NAVD 88 ORTHO HEIGHT -  1770.966 (meters)     5810.24  (feet) ADJUSTED
 JO0347  ______________________________________________________________________
 JO0347  GEOID HEIGHT    -        -20.800 (meters)                     GEOID18
 JO0347  DYNAMIC HEIGHT  -       1769.106 (meters)     5804.14  (feet) COMP
 JO0347  MODELED GRAVITY -    979,514.8   (mgal)                       NAVD 88
 JO0347
 JO0347  VERT ORDER      -  FIRST     CLASS II
 JO0347
 JO0347.The horizontal coordinates were scaled from a map and have
 JO0347.an estimated accuracy of +/- 6 seconds.
 JO0347
 JO0347.The orthometric height was determined by differential leveling and
 JO0347.adjusted by the NATIONAL GEODETIC SURVEY
 JO0347.in June 1991.
 JO0347
 JO0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0347.GEOID18 height accuracy estimate available here.
 JO0347
 JO0347.Click photographs - Photos may exist for this station.
 JO0347
 JO0347.The dynamic height is computed by dividing the NAVD 88
 JO0347.geopotential number by the normal gravity value computed on the
 JO0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0347.degrees latitude (g = 980.6199 gals.).
 JO0347
 JO0347.The modeled gravity was interpolated from observed gravity values.
 JO0347
 JO0347;                    North         East    Units  Estimated Accuracy
 JO0347;SPC UT C     - 2,044,880.      289,740.      MT  (+/- 180 meters Scaled)
 JO0347
 JO0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH463888(NAD 83)
 JO0347
 JO0347                          SUPERSEDED SURVEY CONTROL
 JO0347
 JO0347  NGVD 29 (??/??/92) 1769.779  (m)         5806.35   (f) ADJ UNCH    1 2
 JO0347
 JO0347.Superseded values are not recommended for survey control.
 JO0347
 JO0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0347.See file dsdata.pdf to determine how the superseded data were derived.
 JO0347
 JO0347_MARKER: DB = BENCH MARK DISK
 JO0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0347_STAMPING: G 34 1934
 JO0347_MARK LOGO: CGS
 JO0347_PROJECTION: PROJECTING 15 CENTIMETERS
 JO0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0347+STABILITY: SURFACE MOTION
 JO0347
 JO0347  HISTORY     - Date     Condition        Report By
 JO0347  HISTORY     - 1934     MONUMENTED       CGS
 JO0347  HISTORY     - 1971     GOOD             USGS
 JO0347  HISTORY     - 1984     GOOD             NGS
 JO0347
 JO0347                          STATION DESCRIPTION
 JO0347
 JO0347'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0347'18.5 MI SE FROM GARRISON.
 JO0347'17.0 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 JO0347'GARRISON, MILLARD COUNTY, 200 FT. SOUTHWEST FROM THE CENTERLINE OF THE
 JO0347'HIGHWAY, AND 42 FT. NORTHEAST FROM THE CENTERLINE OF A DIRT ROAD, AND
 JO0347'SET IN THE TOP OF A CONCRETE POST.
 JO0347
 JO0347                          STATION RECOVERY (1984)
 JO0347
 JO0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0347'RECOVERED IN GODD CONDITION.  NEW DESCRIPTION FOLLOWS.  27.5 KM
 JO0347'(17.2 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0347'OFFICE AT GARRISON, 0.6 KM (0.4 MI) SOUTHEAST OF MILEPOST 18,
 JO0347'60.3 METERS (198 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 85.6 METERS
 JO0347'(281 FT) SOUTH OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL FOR A
 JO0347'36-INCH CORRUGATED METAL PIPE CULVERT AND 14.6 METERS (48 FT)
 JO0347'NORTHEAST OF THE CENTER OF THE OLD HIGHWAY.
 JO0347'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 JO0347'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0503 ***********************************************************************
 JN0503  DESIGNATION -  G 36 RESET
 JN0503  PID         -  JN0503
 JN0503  STATE/COUNTY-  UT/SEVIER
 JN0503  COUNTRY     -  US
 JN0503  USGS QUAD   -  JOHNS PEAK (2017)
 JN0503
 JN0503                         *CURRENT SURVEY CONTROL
 JN0503  ______________________________________________________________________
 JN0503* NAD 83(1986) POSITION- 38 44 39.     (N) 111 23 38.     (W)   SCALED
 JN0503* NAVD 88 ORTHO HEIGHT -  2123.65  (meters)     6967.3   (feet) RESET
 JN0503  ______________________________________________________________________
 JN0503  GEOID HEIGHT    -        -17.694 (meters)                     GEOID18
 JN0503  VERT ORDER      -  THIRD
 JN0503
 JN0503.The horizontal coordinates were scaled from a map and have
 JN0503.an estimated accuracy of +/- 6 seconds.
 JN0503
 JN0503.The orthometric height was computed from unverified reset data.
 JN0503
 JN0503.No vertical observational check was made to the station.
 JN0503
 JN0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0503.GEOID18 height accuracy estimate available here.
 JN0503
 JN0503.Click photographs - Photos may exist for this station.
 JN0503
 JN0503;                    North         East    Units  Estimated Accuracy
 JN0503;SPC UT C     - 2,045,620.      509,230.      MT  (+/- 180 meters Scaled)
 JN0503
 JN0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH657884(NAD 83)
 JN0503
 JN0503                          SUPERSEDED SURVEY CONTROL
 JN0503
 JN0503  NGVD 29 (07/25/12) 2122.35   (m)         6963.1    (f) RESET       3  
 JN0503
 JN0503.Superseded values are not recommended for survey control.
 JN0503
 JN0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0503.See file dsdata.pdf to determine how the superseded data were derived.
 JN0503
 JN0503_MARKER: DV = VERTICAL CONTROL DISK
 JN0503_SETTING: 0 = UNSPECIFIED SETTING
 JN0503_STAMPING: G 36 RESET 1986
 JN0503_MARK LOGO: NGS
 JN0503_MAGNETIC: N = NO MAGNETIC MATERIAL
 JN0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0503
 JN0503  HISTORY     - Date     Condition        Report By
 JN0503  HISTORY     - 1986     MONUMENTED       FHWA
 JN0503
 JN0503                          STATION DESCRIPTION
 JN0503
 JN0503'DESCRIBED BY FEDERAL HIGHWAY ADMINISTRATION 1986
 JN0503'ABOUT 16.7 MILES (26.9 KM) SOUTH ALONG STATE HIGHWAY 10 AND 72 FROM
 JN0503'THE PUBLIC SCHOOL IN EMERY, 127 FEET (38.7 M) LEFT FROM CENTERLINE
 JN0503'STA. 1351+92, 156 FEET (47.5 M) FROM OLD G-36.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0340 ***********************************************************************
 HO0340  DESIGNATION -  G 364
 HO0340  PID         -  HO0340
 HO0340  STATE/COUNTY-  UT/WASHINGTON
 HO0340  COUNTRY     -  US
 HO0340  USGS QUAD   -  HURRICANE (2017)
 HO0340
 HO0340                         *CURRENT SURVEY CONTROL
 HO0340  ______________________________________________________________________
 HO0340* NAD 83(1986) POSITION- 37 10 35.     (N) 113 17 23.     (W)   SCALED
 HO0340* NAVD 88 ORTHO HEIGHT -   988.453 (meters)     3242.95  (feet) ADJUSTED
 HO0340  ______________________________________________________________________
 HO0340  GEOID HEIGHT    -        -23.663 (meters)                     GEOID18
 HO0340  DYNAMIC HEIGHT  -        987.415 (meters)     3239.54  (feet) COMP
 HO0340  MODELED GRAVITY -    979,548.4   (mgal)                       NAVD 88
 HO0340
 HO0340  VERT ORDER      -  FIRST     CLASS II
 HO0340
 HO0340.The horizontal coordinates were scaled from a map and have
 HO0340.an estimated accuracy of +/- 6 seconds.
 HO0340
 HO0340.The orthometric height was determined by differential leveling and
 HO0340.adjusted by the NATIONAL GEODETIC SURVEY
 HO0340.in June 1991.
 HO0340
 HO0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0340.GEOID18 height accuracy estimate available here.
 HO0340
 HO0340.Click photographs - Photos may exist for this station.
 HO0340
 HO0340.The dynamic height is computed by dividing the NAVD 88
 HO0340.geopotential number by the normal gravity value computed on the
 HO0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0340.degrees latitude (g = 980.6199 gals.).
 HO0340
 HO0340.The modeled gravity was interpolated from observed gravity values.
 HO0340
 HO0340;                    North         East    Units  Estimated Accuracy
 HO0340;SPC UT S     - 3,058,090.      341,070.      MT  (+/- 180 meters Scaled)
 HO0340
 HO0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG967168(NAD 83)
 HO0340
 HO0340                          SUPERSEDED SURVEY CONTROL
 HO0340
 HO0340.No superseded survey control is available for this station.
 HO0340
 HO0340_MARKER: DB = BENCH MARK DISK
 HO0340_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HO0340_SP_SET: FOUNDATION WALL
 HO0340_STAMPING: G 364 1982
 HO0340_MARK LOGO: NGS
 HO0340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0340+STABILITY: POSITION/ELEVATION WELL
 HO0340
 HO0340  HISTORY     - Date     Condition        Report By
 HO0340  HISTORY     - 1982     MONUMENTED       NGS
 HO0340
 HO0340                          STATION DESCRIPTION
 HO0340
 HO0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0340'IN HURRICANE.
 HO0340'VERTICALLY IN THE NORTH FACE OF THE HURRICANE HIGH SCHOOL, 0.15 METER
 HO0340'(0.5 FT) WEST OF THE NORTHEAST CORNER, 11.6 METERS (38 FT) WEST OF THE
 HO0340'WEST CURB OF 100 WEST STREET, 1.2 METERS (4 FT) ABOVE THE SIDEWALK.
 HO0340'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0365 ***********************************************************************
 HO0365  FBN         -  This is a Federal Base Network Control Station.
 HO0365  DESIGNATION -  G 365
 HO0365  PID         -  HO0365
 HO0365  STATE/COUNTY-  UT/WASHINGTON
 HO0365  COUNTRY     -  US
 HO0365  USGS QUAD   -  SANTA CLARA (2017)
 HO0365
 HO0365                         *CURRENT SURVEY CONTROL
 HO0365  ______________________________________________________________________
 HO0365* NAD 83(2011) POSITION- 37 09 52.33556(N) 113 42 04.21024(W)   ADJUSTED
 HO0365* NAD 83(2011) ELLIP HT-   887.873 (meters)        (06/27/12)   ADJUSTED
 HO0365* NAD 83(2011) EPOCH   -  2010.00
 HO0365* NAVD 88 ORTHO HEIGHT -   912.360 (meters)     2993.30  (feet) ADJUSTED
 HO0365  ______________________________________________________________________
 HO0365  GEOID HEIGHT    -        -24.457 (meters)                     GEOID18
 HO0365  NAD 83(2011) X  - -2,045,884.887 (meters)                     COMP
 HO0365  NAD 83(2011) Y  - -4,660,397.394 (meters)                     COMP
 HO0365  NAD 83(2011) Z  -  3,832,497.018 (meters)                     COMP
 HO0365  LAPLACE CORR    -          0.85  (seconds)                    DEFLEC18
 HO0365  DYNAMIC HEIGHT  -        911.437 (meters)     2990.27  (feet) COMP
 HO0365  MODELED GRAVITY -    979,589.5   (mgal)                       NAVD 88
 HO0365  OBS GRAVITY     -    979,589.9   (mgal)                       GRAV_OBS
 HO0365
 HO0365  VERT ORDER      -  FIRST     CLASS II
 HO0365
 HO0365  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HO0365  Standards:
 HO0365         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HO0365            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HO0365  -------------------------------------------------------------------
 HO0365  NETWORK    0.47   0.78           0.21   0.17   0.40     -0.05281213
 HO0365  -------------------------------------------------------------------
 HO0365  Click here for local accuracies and other accuracy information.
 HO0365
 HO0365.The horizontal coordinates were established by GPS observations
 HO0365.and adjusted by the National Geodetic Survey in June 2012.
 HO0365
 HO0365.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HO0365.been affixed to the stable North American tectonic plate. See 
 HO0365.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HO0365
 HO0365.The horizontal coordinates are valid at the epoch date displayed above
 HO0365.which is a decimal equivalence of Year/Month/Day.
 HO0365
 HO0365.The orthometric height was determined by differential leveling and
 HO0365.adjusted by the NATIONAL GEODETIC SURVEY
 HO0365.in June 1991.
 HO0365
 HO0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0365.GEOID18 height accuracy estimate available here.
 HO0365
 HO0365.Click photographs - Photos may exist for this station.
 HO0365
 HO0365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HO0365
 HO0365.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0365
 HO0365.The ellipsoidal height was determined by GPS observations
 HO0365.and is referenced to NAD 83.
 HO0365
 HO0365.The dynamic height is computed by dividing the NAVD 88
 HO0365.geopotential number by the normal gravity value computed on the
 HO0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0365.degrees latitude (g = 980.6199 gals.).
 HO0365
 HO0365.The modeled gravity was interpolated from observed gravity values.
 HO0365
 HO0365.The observed gravity was obtained from relative gravimeter ties
 HO0365.to the IGSN71 gravity network.
 HO0365
 HO0365. The following values were computed from the NAD 83(2011) position.
 HO0365
 HO0365;                    North         East     Units Scale Factor Converg.
 HO0365;SPC UT S     - 3,057,556.374   304,509.434   MT  1.00000935   -1 20 55.1
 HO0365;SPC UT S     -10,031,332.87    999,044.70   sFT  1.00000935   -1 20 55.1
 HO0365;UTM  12      - 4,116,542.178   260,155.205   MT  1.00030869   -1 37 57.3
 HO0365
 HO0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0365!SPC UT S     -   0.99986069  x   1.00000935  =   0.99987004
 HO0365!UTM  12      -   0.99986069  x   1.00030869  =   1.00016933
 HO0365
 HO0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG6015516542(NAD 83)
 HO0365
 HO0365                          SUPERSEDED SURVEY CONTROL
 HO0365
 HO0365  NAD 83(2007)-  37 09 52.33514(N)    113 42 04.21040(W) AD(2002.00) 0
 HO0365  ELLIP H (02/10/07)  887.874  (m)                       GP(2002.00)    
 HO0365  ELLIP H (06/28/00)  887.887  (m)                       GP(       ) 4 1
 HO0365  NAD 83(1994)-  37 09 52.33473(N)    113 42 04.20798(W) AD(       ) B
 HO0365  ELLIP H (04/21/95)  887.975  (m)                       GP(       ) 4 1
 HO0365  NAVD 88             912.36   (m)         2993.3    (f) LEVELING    3  
 HO0365
 HO0365.Superseded values are not recommended for survey control.
 HO0365
 HO0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0365.See file dsdata.pdf to determine how the superseded data were derived.
 HO0365
 HO0365_MARKER: DV = VERTICAL CONTROL DISK
 HO0365_SETTING: 66 = SET IN ROCK OUTCROP
 HO0365_STAMPING: G 365 1982
 HO0365_MARK LOGO: NGS
 HO0365_MAGNETIC: N = NO MAGNETIC MATERIAL
 HO0365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0365+STABILITY: POSITION/ELEVATION WELL
 HO0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0365+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2012
 HO0365
 HO0365  HISTORY     - Date     Condition        Report By
 HO0365  HISTORY     - 1982     MONUMENTED       NGS
 HO0365  HISTORY     - 19931119 GOOD             NGS
 HO0365  HISTORY     - 19990206 GOOD             NGS
 HO0365  HISTORY     - 20080910 GOOD             GEOANA
 HO0365  HISTORY     - 20100206 GOOD             PB
 HO0365  HISTORY     - 20120112 GOOD             GEOCAC
 HO0365
 HO0365                          STATION DESCRIPTION
 HO0365
 HO0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0365'5.9 KM (3.7 MI) WEST FROM SANTA CLARA.
 HO0365'5.9 KM (3.7 MI) WEST ALONG OLD US HIGHWAY 91 FROM THE CHURCH OF LATTER
 HO0365'DAY SAINTS IN SANTA CLARA, IN TOP OF AND 6.1 METERS (20 FT) NORTH OF
 HO0365'THE SOUTH EDGE OF A 10 BY 20 FOOT PIECE OF GRAY BEDROCK FLUSH WITH THE
 HO0365'GROUND, 1.9 KM (1.2 MI) SOUTHEAST OF THE Y JUNCTION OF A DIRT ROAD
 HO0365'LEADING NORTH TO IVINS RESEVOIR, 0.14 KM (0.1 MI) SOUTHEAST OF THE
 HO0365'CROSSING OF DRY WASH, 12.8 METERS (42 FT) SOUTHWEST OF THE HIGHWAY
 HO0365'CENTERLINE, 1.8 METERS (6 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 HO0365'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 HO0365'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 HO0365
 HO0365                          STATION RECOVERY (1993)
 HO0365
 HO0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 HO0365'STATION IS LOCATED ABOUT 11 KM (6.85 MI) NORTHWEST OF ST GEORGE, 6 KM
 HO0365'(3.70 MI) NORTHWEST OF SANTA CLARA, ALONG THE SANTA CLARA-SHIVWITS
 HO0365'ROAD, ON THE RIGHT-OF-WAY, AT A WOODEN-POLE POSERLINE CROSSING, ON THE
 HO0365'SOUTHEAST SIDE OF A SMALL WASH, IN A FLAT NORTH-SOUTH OUTCROP, IN THE
 HO0365'NORTHEAST 1/4 OF SECTION 1, T 42 S, R 17 W.  OWNERSHIP--STATE
 HO0365'DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE TO REACH FROM THE
 HO0365'OVERPASS AT THE JUNCTION OF US HIGHWAY 15 AND STATE HIGHWAY 18 (BLUFF
 HO0365'STREET, EXIT 6) ON THE SOUTH SIDE OF ST GEORGE, GO NORTHWEST ON
 HO0365'HIGHWAY 18 FOR 3.15 KM (1.95 MI) TO A CROSS STREET.  CONTINUE AHEAD
 HO0365'FOR 1.70 KM (1.05 MI) TO A ROAD LEFT.  TURN LEFT, WEST, ON SUNSET
 HO0365'BOULEVARD FOR 4.35 KM (2.70 MI) TO THE SANTA CLARA CITY HALL ON THE
 HO0365'LEFT.  CONTINUE AHEAD FOR 5.89 KM (3.65 MI) TO A PAVED REVERSE FORK
 HO0365'RIGHT.  CONTINUE AHEAD FOR 0.65 KM (0.40 MI) TO THE STATION ON THE
 HO0365'LEFT, ABOUT 80 M (262.5 FT) BEFORE REACHING A ROAD LEFT WITH A CATTLE
 HO0365'GUARD AND PILLARS. STATION MARK IS A DISK SET FLUSH IN THE NORTH-SOUTH
 HO0365'OUTCROP.  IT IS 12.8 M (42.0 FT) SOUTHWEST OF, AND LEVEL WITH THE ROAD
 HO0365'CENTER, 1.9 M (6.2 FT) NORTHEAST OF A WIRE FENCE, 0.4 M (1.3 FT) NORTH
 HO0365'OF A FIBERGLASS WITNESS POST, AND 3.1 M (10.2 FT) EAST-SOUTHEAST OF A
 HO0365'POWERLINE POLE. DESCRIBED BY G.R.HEID
 HO0365
 HO0365                          STATION RECOVERY (1999)
 HO0365
 HO0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 HO0365'THE STATION IS LOCATED ABOUT 11.0 KM (6.85 MI) NORTHWEST OF SAINT
 HO0365'GEORGE, ABOUT 6.52 KM (4.05 MI) NORTHWEST OF SANTA CLARA CITY HALL,
 HO0365'ALONG THE SOUTHWEST SIDE OF SANTA CLARA ROAD 0.40 KM (0.25 MI)
 HO0365'NORTHWEST OF MILEPOST 21.  OWNERSHIP--UTAH STATE DEPARTMENT OF
 HO0365'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 HO0365'HIGHWAY 15 AND STATE HIGHWAY 18, BLUFF STREET, EXIT 6, GO NORTHWEST ON
 HO0365'HIGHWAY 18 FOR 4.75 KM (2.95 MI) TO THE JUNCTION OF SUNSET BOULEVARD
 HO0365'AT A TRAFFIC LIGHT.  TURN LEFT AND GO WEST ON THE BOULEVARD FOR 4.35
 HO0365'KM (2.70 MI) TO THE SANTA CLARA CITY HALL ON THE LEFT. CONTINUE AHEAD
 HO0365'AND GO NORTHWEST ON SANTA CLARA ROAD FOR 6.52 KM (4.05 MI) TO THE
 HO0365'STATION ON THE LEFT.  IT IS 12.8 M (42.0 FT) SOUTHWEST OF AND ABOUT
 HO0365'LEVEL WITH THE ROAD, 1.9 M (6.2 FT) NORTHEAST OF A WIRE FENCE, 3.1 M
 HO0365'(10.2 FT) EAST-SOUTHEAST OF POWER POLE NUMBER 018701 WITH 2 GUY WIRES
 HO0365'AND POWER LINES CROSSING THE ROAD AND 0.4 M (1.3 FT) NORTH OF A
 HO0365'FIBERGLASS WITNESS POST.
 HO0365
 HO0365                          STATION RECOVERY (2008)
 HO0365
 HO0365'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 HO0365'RECOVERED AS DESCRIBED.
 HO0365
 HO0365                          STATION RECOVERY (2010)
 HO0365
 HO0365'RECOVERY NOTE BY PBS&J 2010 (KDZ)
 HO0365'RECOVERED AS DESCRIBED.
 HO0365
 HO0365                          STATION RECOVERY (2012)
 HO0365
 HO0365'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 HO0365'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0404 ***********************************************************************
 HO0404  DESIGNATION -  G 366
 HO0404  PID         -  HO0404
 HO0404  STATE/COUNTY-  UT/WASHINGTON
 HO0404  COUNTRY     -  US
 HO0404  USGS QUAD   -  VIRGIN (2017)
 HO0404
 HO0404                         *CURRENT SURVEY CONTROL
 HO0404  ______________________________________________________________________
 HO0404* NAD 83(1986) POSITION- 37 12 12.     (N) 113 11 32.     (W)   SCALED
 HO0404* NAVD 88 ORTHO HEIGHT -  1082.793 (meters)     3552.46  (feet) ADJUSTED
 HO0404  ______________________________________________________________________
 HO0404  GEOID HEIGHT    -        -23.226 (meters)                     GEOID18
 HO0404  DYNAMIC HEIGHT  -       1081.645 (meters)     3548.70  (feet) COMP
 HO0404  MODELED GRAVITY -    979,534.6   (mgal)                       NAVD 88
 HO0404
 HO0404  VERT ORDER      -  FIRST     CLASS II
 HO0404
 HO0404.The horizontal coordinates were scaled from a map and have
 HO0404.an estimated accuracy of +/- 6 seconds.
 HO0404
 HO0404.The orthometric height was determined by differential leveling and
 HO0404.adjusted by the NATIONAL GEODETIC SURVEY
 HO0404.in June 1991.
 HO0404
 HO0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0404.GEOID18 height accuracy estimate available here.
 HO0404
 HO0404.Click photographs - Photos may exist for this station.
 HO0404
 HO0404.The dynamic height is computed by dividing the NAVD 88
 HO0404.geopotential number by the normal gravity value computed on the
 HO0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0404.degrees latitude (g = 980.6199 gals.).
 HO0404
 HO0404.The modeled gravity was interpolated from observed gravity values.
 HO0404
 HO0404;                    North         East    Units  Estimated Accuracy
 HO0404;SPC UT S     - 3,060,920.      349,780.      MT  (+/- 180 meters Scaled)
 HO0404
 HO0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG054196(NAD 83)
 HO0404
 HO0404                          SUPERSEDED SURVEY CONTROL
 HO0404
 HO0404.No superseded survey control is available for this station.
 HO0404
 HO0404_MARKER: I = METAL ROD
 HO0404_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0404_STAMPING: G 366 1982
 HO0404_MARK LOGO: NGS
 HO0404_PROJECTION: FLUSH
 HO0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0404_ROD/PIPE-DEPTH: 4.8 meters
 HO0404
 HO0404  HISTORY     - Date     Condition        Report By
 HO0404  HISTORY     - 1982     MONUMENTED       NGS
 HO0404
 HO0404                          STATION DESCRIPTION
 HO0404
 HO0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0404'0.5 KM (0.3 MI) WEST FROM VIRGIN.
 HO0404'0.15 KM (0.1 MI) NORTH ALONG A PAVED ROAD FROM THE POST OFFICE IN
 HO0404'VIRGIN, THENCE 0.35 KM (0.2 MI) WEST ALONG STATE HIGHWAY 9, 0.15 KM
 HO0404'(0.1 MI) EAST OF MILEPOST 18, 0.15 KM (0.1 MI) WEST OF THE T-JUNCTION
 HO0404'OF A PAVED ROAD LEADING NORTH TO THE VIRGIN CEMETERY, 11.9 METERS
 HO0404'(39 FT) SOUTH OF THE HIGHWAY CENTERLINE, 25.0 METERS (82 FT) WEST OF A
 HO0404'FENCE CORNER POST, 9.7 METERS (32 FT) WEST OF THE WEST GATE POST FOR A
 HO0404'WIRE GATE, 4.2 METERS (14 FT) SOUTHEAST OF THE FIRST UTILITY POLE WEST
 HO0404'OF THE CONOCO SERVICE STATION, 0.3 METER (1 FT) NORTH OF THE RIGHT OF
 HO0404'WAY FENCE.
 HO0404'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 HO0404'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0428 ***********************************************************************
 HO0428  DESIGNATION -  G 367
 HO0428  PID         -  HO0428
 HO0428  STATE/COUNTY-  UT/KANE
 HO0428  COUNTRY     -  US
 HO0428  USGS QUAD   -  CLEAR CREEK MOUNTAIN (2017)
 HO0428
 HO0428                         *CURRENT SURVEY CONTROL
 HO0428  ______________________________________________________________________
 HO0428* NAD 83(1986) POSITION- 37 15 03.     (N) 112 47 57.     (W)   SCALED
 HO0428* NAVD 88 ORTHO HEIGHT -  1866.012 (meters)     6122.07  (feet) ADJUSTED
 HO0428  ______________________________________________________________________
 HO0428  GEOID HEIGHT    -        -21.895 (meters)                     GEOID18
 HO0428  DYNAMIC HEIGHT  -       1863.764 (meters)     6114.70  (feet) COMP
 HO0428  MODELED GRAVITY -    979,359.3   (mgal)                       NAVD 88
 HO0428
 HO0428  VERT ORDER      -  FIRST     CLASS II
 HO0428
 HO0428.The horizontal coordinates were scaled from a map and have
 HO0428.an estimated accuracy of +/- 6 seconds.
 HO0428
 HO0428.The orthometric height was determined by differential leveling and
 HO0428.adjusted by the NATIONAL GEODETIC SURVEY
 HO0428.in June 1991.
 HO0428
 HO0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0428.GEOID18 height accuracy estimate available here.
 HO0428
 HO0428.Click photographs - Photos may exist for this station.
 HO0428
 HO0428.The dynamic height is computed by dividing the NAVD 88
 HO0428.geopotential number by the normal gravity value computed on the
 HO0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0428.degrees latitude (g = 980.6199 gals.).
 HO0428
 HO0428.The modeled gravity was interpolated from observed gravity values.
 HO0428
 HO0428;                    North         East    Units  Estimated Accuracy
 HO0428;SPC UT S     - 3,065,630.      384,740.      MT  (+/- 180 meters Scaled)
 HO0428
 HO0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG404242(NAD 83)
 HO0428
 HO0428                          SUPERSEDED SURVEY CONTROL
 HO0428
 HO0428.No superseded survey control is available for this station.
 HO0428
 HO0428_MARKER: DV = VERTICAL CONTROL DISK
 HO0428_SETTING: 66 = SET IN ROCK OUTCROP
 HO0428_STAMPING: G 367 1983
 HO0428_MARK LOGO: NGS
 HO0428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0428+STABILITY: POSITION/ELEVATION WELL
 HO0428
 HO0428  HISTORY     - Date     Condition        Report By
 HO0428  HISTORY     - 1983     MONUMENTED       NGS
 HO0428  HISTORY     - 20170628 GOOD             USPSQD
 HO0428
 HO0428                          STATION DESCRIPTION
 HO0428
 HO0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0428'27.1 KM (17.0 MI) EAST FROM SPRINGDALE.
 HO0428'27.15 KM (17.0 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF
 HO0428'LATTER DAY SAINTS IN SPRINGDALE, IN TOP OF THE HIGHEST POINT OF A 3-
 HO0428'BY 5-FOOT LIMESTONE BEDROCK IN THE NORTHEAST END OF A LONG ALLUVIAL
 HO0428'CUT, 6.1 KM (3.8 MI) EAST OF THE ZION NATIONAL PARK BOUNDARY, 0.4 KM
 HO0428'(0.25 MI) NORTHEAST OF MILEPOST 48, 11.3 METERS (37 FT) NORTHWEST OF
 HO0428'THE HIGHWAY CENTERLINE, 38.5 METERS (126.5 FT) SOUTHWEST ACROSS THE
 HO0428'HIGHWAY FROM THE SOUTHWEST END OF A STEEL GUARDRAIL.
 HO0428'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
 HO0428'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 HO0428
 HO0428                          STATION RECOVERY (2017)
 HO0428
 HO0428'RECOVERY NOTE BY US POWER SQUADRON 2017 (GDS)
 HO0428'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0452 ***********************************************************************
 HO0452  DESIGNATION -  G 368
 HO0452  PID         -  HO0452
 HO0452  STATE/COUNTY-  UT/KANE
 HO0452  COUNTRY     -  US
 HO0452  USGS QUAD   -  KANAB (2017)
 HO0452
 HO0452                         *CURRENT SURVEY CONTROL
 HO0452  ______________________________________________________________________
 HO0452* NAD 83(1986) POSITION- 37 02 19.6    (N) 112 30 29.2    (W)   HD_HELD2
 HO0452* NAVD 88 ORTHO HEIGHT -  1519.622 (meters)     4985.63  (feet) ADJUSTED
 HO0452  ______________________________________________________________________
 HO0452  GEOID HEIGHT    -        -22.065 (meters)                     GEOID18
 HO0452  DYNAMIC HEIGHT  -       1517.890 (meters)     4979.94  (feet) COMP
 HO0452  MODELED GRAVITY -    979,438.1   (mgal)                       NAVD 88
 HO0452
 HO0452  VERT ORDER      -  FIRST     CLASS II
 HO0452
 HO0452.The horizontal coordinates were established by autonomous hand held GPS
 HO0452.observations and have an estimated accuracy of +/- 10 meters.
 HO0452
 HO0452.The orthometric height was determined by differential leveling and
 HO0452.adjusted by the NATIONAL GEODETIC SURVEY
 HO0452.in June 1991.
 HO0452
 HO0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0452.GEOID18 height accuracy estimate available here.
 HO0452
 HO0452.Click photographs - Photos may exist for this station.
 HO0452
 HO0452.The dynamic height is computed by dividing the NAVD 88
 HO0452.geopotential number by the normal gravity value computed on the
 HO0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0452.degrees latitude (g = 980.6199 gals.).
 HO0452
 HO0452.The modeled gravity was interpolated from observed gravity values.
 HO0452
 HO0452;                    North         East    Units  Estimated Accuracy
 HO0452;SPC UT S     - 3,041,782.      410,311.      MT  (+/- 10 meters HH2 GPS)
 HO0452
 HO0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG6587800237(NAD 83)
 HO0452
 HO0452                          SUPERSEDED SURVEY CONTROL
 HO0452
 HO0452.No superseded survey control is available for this station.
 HO0452
 HO0452_MARKER: I = METAL ROD
 HO0452_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0452_STAMPING: G 368 1983
 HO0452_MARK LOGO: NGS
 HO0452_PROJECTION: FLUSH
 HO0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0452_ROD/PIPE-DEPTH: 3.8 meters
 HO0452
 HO0452  HISTORY     - Date     Condition        Report By
 HO0452  HISTORY     - 1983     MONUMENTED       NGS
 HO0452
 HO0452                          STATION DESCRIPTION
 HO0452
 HO0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0452'2.5 KM (1.5 MI) SE FROM KANAB.
 HO0452'1.76 KM (1.1 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF
 HO0452'LATTER DAY SAINTS IN KANAB, THENCE 0.75 KM (0.45 MI) SOUTHEAST ALONG
 HO0452'OLD US HIGHWAY 89, ON THE OUTSIDE OF A CURVE, 0.1 KM (0.05 MI)
 HO0452'SOUTHWEST OF NEW US HIGHWAY 89, 11.9 METERS (39 FT) NORTHEAST OF THE
 HO0452'HIGHWAY CENTERLINE, 11.9 METERS (39 FT) SOUTHEAST OF THE SOUTHEAST
 HO0452'POLE FOR A POWER LINE CROSSING, 7.6 METERS (25 FT) NORTHEAST OF THE
 HO0452'NORTHEAST END OF A 36-INCH CORRUGATED METAL PIPE CULVERT, 3.0 METERS
 HO0452'(10 FT) NORTHWEST OF THE NORTHWEST GATE POST FOR A WIRE GATE,
 HO0452'0.45 METER (1.5 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 HO0452'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 HO0452'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0403 ***********************************************************************
 JO0403  DESIGNATION -  G 369
 JO0403  PID         -  JO0403
 JO0403  STATE/COUNTY-  UT/IRON
 JO0403  COUNTRY     -  US
 JO0403  USGS QUAD   -  DRY WILLOW PEAK (2017)
 JO0403
 JO0403                         *CURRENT SURVEY CONTROL
 JO0403  ______________________________________________________________________
 JO0403* NAD 83(1986) POSITION- 38 06 44.     (N) 112 56 57.     (W)   SCALED
 JO0403* NAVD 88 ORTHO HEIGHT -  1852.185 (meters)     6076.71  (feet) ADJUSTED
 JO0403  ______________________________________________________________________
 JO0403  GEOID HEIGHT    -        -20.963 (meters)                     GEOID18
 JO0403  DYNAMIC HEIGHT  -       1850.094 (meters)     6069.85  (feet) COMP
 JO0403  MODELED GRAVITY -    979,434.1   (mgal)                       NAVD 88
 JO0403
 JO0403  VERT ORDER      -  FIRST     CLASS II
 JO0403
 JO0403.The horizontal coordinates were scaled from a map and have
 JO0403.an estimated accuracy of +/- 6 seconds.
 JO0403
 JO0403.The orthometric height was determined by differential leveling and
 JO0403.adjusted by the NATIONAL GEODETIC SURVEY
 JO0403.in June 1991.
 JO0403
 JO0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0403.GEOID18 height accuracy estimate available here.
 JO0403
 JO0403.Click photographs - Photos may exist for this station.
 JO0403
 JO0403.The dynamic height is computed by dividing the NAVD 88
 JO0403.geopotential number by the normal gravity value computed on the
 JO0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0403.degrees latitude (g = 980.6199 gals.).
 JO0403
 JO0403.The modeled gravity was interpolated from observed gravity values.
 JO0403
 JO0403;                    North         East    Units  Estimated Accuracy
 JO0403;SPC UT S     - 3,161,420.      372,920.      MT  (+/- 180 meters Scaled)
 JO0403
 JO0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH291200(NAD 83)
 JO0403
 JO0403                          SUPERSEDED SURVEY CONTROL
 JO0403
 JO0403.No superseded survey control is available for this station.
 JO0403
 JO0403_MARKER: DB = BENCH MARK DISK
 JO0403_SETTING: 66 = SET IN ROCK OUTCROP
 JO0403_STAMPING: G 369 1984
 JO0403_MARK LOGO: NGS
 JO0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0403+STABILITY: POSITION/ELEVATION WELL
 JO0403
 JO0403  HISTORY     - Date     Condition        Report By
 JO0403  HISTORY     - 1984     MONUMENTED       NGS
 JO0403
 JO0403                          STATION DESCRIPTION
 JO0403
 JO0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0403'12.7 KM (7.9 MI) SOUTH FROM MINERSVILLE.
 JO0403'12.64 KM (7.86 MI) SOUTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 JO0403'AT MINERSVILLE, IN TOP OF THE HIGHEST POINT OF A 1 BY 2 FOOT EXPOSED
 JO0403'PORTION OF GRAY VOLCANIC OUTCROP, AT THE Y JUNCTION OF A TRACK ROAD
 JO0403'LEADING WEST TO A GRAVEL PIT, 0.30 KM (0.19 MI) NORTHWEST OF MILEPOST
 JO0403'34, 7.7 METERS (25 FT) NORTH OF THE HIGHWAY CENTERLINE, 61.6 METERS
 JO0403'(202 FT) NORTHWEST ACROSS THE HIGHWAY FROM THE WEST END OF A STEEL
 JO0403'GUARD RAIL, 18.6 METERS (61 FT) NORTH ACROSS THE HIGHWAY FROM THE
 JO0403'CENTER OF THE TRACK ROAD AND 27.6 METERS (91 FT) EAST OF THE WEST END
 JO0403'OF A CUT.
 JO0403'THE MARK IS 0.2 METERS  E FROM A WITNESS POST.
 JO0403'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0306 ***********************************************************************
 JN0306  DESIGNATION -  G 37
 JN0306  PID         -  JN0306
 JN0306  STATE/COUNTY-  UT/SEVIER
 JN0306  COUNTRY     -  US
 JN0306  USGS QUAD   -  SALINA (2017)
 JN0306
 JN0306                         *CURRENT SURVEY CONTROL
 JN0306  ______________________________________________________________________
 JN0306* NAD 83(1986) POSITION- 38 58 13.     (N) 111 51 34.     (W)   SCALED
 JN0306* NAVD 88 ORTHO HEIGHT -  1565.453 (meters)     5135.99  (feet) ADJUSTED
 JN0306  ______________________________________________________________________
 JN0306  GEOID HEIGHT    -        -18.651 (meters)                     GEOID18
 JN0306  DYNAMIC HEIGHT  -       1563.820 (meters)     5130.63  (feet) COMP
 JN0306  MODELED GRAVITY -    979,530.2   (mgal)                       NAVD 88
 JN0306
 JN0306  VERT ORDER      -  SECOND    CLASS 0
 JN0306
 JN0306.The horizontal coordinates were scaled from a map and have
 JN0306.an estimated accuracy of +/- 6 seconds.
 JN0306
 JN0306.The orthometric height was determined by differential leveling and
 JN0306.adjusted by the NATIONAL GEODETIC SURVEY
 JN0306.in June 1991.
 JN0306
 JN0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0306.GEOID18 height accuracy estimate available here.
 JN0306
 JN0306.Click photographs - Photos may exist for this station.
 JN0306
 JN0306.The dynamic height is computed by dividing the NAVD 88
 JN0306.geopotential number by the normal gravity value computed on the
 JN0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0306.degrees latitude (g = 980.6199 gals.).
 JN0306
 JN0306.The modeled gravity was interpolated from observed gravity values.
 JN0306
 JN0306;                    North         East    Units  Estimated Accuracy
 JN0306;SPC UT C     - 2,070,780.      468,850.      MT  (+/- 180 meters Scaled)
 JN0306
 JN0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ255138(NAD 83)
 JN0306
 JN0306                          SUPERSEDED SURVEY CONTROL
 JN0306
 JN0306  NGVD 29 (??/??/92) 1564.271  (m)         5132.11   (f) ADJ UNCH    2 0
 JN0306
 JN0306.Superseded values are not recommended for survey control.
 JN0306
 JN0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0306.See file dsdata.pdf to determine how the superseded data were derived.
 JN0306
 JN0306_MARKER: DB = BENCH MARK DISK
 JN0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0306_STAMPING: G 37 1934
 JN0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0306+STABILITY: SURFACE MOTION
 JN0306
 JN0306  HISTORY     - Date     Condition        Report By
 JN0306  HISTORY     - 1934     MONUMENTED       CGS
 JN0306
 JN0306                          STATION DESCRIPTION
 JN0306
 JN0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0306'0.8 MI N FROM SALINA.
 JN0306'ABOUT 0.8 MILE NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JN0306'FROM THE STATION AT SALINA, SEVIER COUNTY, ABOUT 65 FEET SOUTH OF THE
 JN0306'TWELFTH POLE SOUTH OF MILEPOST 85, ABOUT 372 FEET NORTH OF THE
 JN0306'CROSSING OF U.S. HIGHWAY 89, 49 FEET EAST OF THE CENTER LINE OF THE
 JN0306'TRACK, AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 JN0306'STAMPED G 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0521 ***********************************************************************
 MR0521  DESIGNATION -  G 370
 MR0521  PID         -  MR0521
 MR0521  STATE/COUNTY-  UT/WEBER
 MR0521  COUNTRY     -  US
 MR0521  USGS QUAD   -  OGDEN (2017)
 MR0521
 MR0521                         *CURRENT SURVEY CONTROL
 MR0521  ______________________________________________________________________
 MR0521* NAD 83(1986) POSITION- 41 14 12.     (N) 111 55 24.     (W)   SCALED
 MR0521* NAVD 88 ORTHO HEIGHT -  1356.839 (meters)     4451.56  (feet) ADJUSTED
 MR0521  ______________________________________________________________________
 MR0521  GEOID HEIGHT    -        -16.348 (meters)                     GEOID18
 MR0521  DYNAMIC HEIGHT  -       1355.816 (meters)     4448.21  (feet) COMP
 MR0521  MODELED GRAVITY -    979,822.7   (mgal)                       NAVD 88
 MR0521
 MR0521  VERT ORDER      -  FIRST     CLASS II
 MR0521
 MR0521.The horizontal coordinates were scaled from a map and have
 MR0521.an estimated accuracy of +/- 6 seconds.
 MR0521
 MR0521.The orthometric height was determined by differential leveling and
 MR0521.adjusted by the NATIONAL GEODETIC SURVEY
 MR0521.in June 1991.
 MR0521
 MR0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0521.GEOID18 height accuracy estimate available here.
 MR0521
 MR0521.Click photographs - Photos may exist for this station.
 MR0521
 MR0521.The dynamic height is computed by dividing the NAVD 88
 MR0521.geopotential number by the normal gravity value computed on the
 MR0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0521.degrees latitude (g = 980.6199 gals.).
 MR0521
 MR0521.The modeled gravity was interpolated from observed gravity values.
 MR0521
 MR0521;                    North         East    Units  Estimated Accuracy
 MR0521;SPC UT N     - 1,100,400.      464,510.      MT  (+/- 180 meters Scaled)
 MR0521
 MR0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL226654(NAD 83)
 MR0521
 MR0521                          SUPERSEDED SURVEY CONTROL
 MR0521
 MR0521.No superseded survey control is available for this station.
 MR0521
 MR0521_MARKER: DB = BENCH MARK DISK
 MR0521_SETTING: 66 = SET IN ROCK OUTCROP
 MR0521_STAMPING: G 370 1983
 MR0521_MARK LOGO: NGS
 MR0521_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0521+STABILITY: POSITION/ELEVATION WELL
 MR0521
 MR0521  HISTORY     - Date     Condition        Report By
 MR0521  HISTORY     - 1983     MONUMENTED       NGS
 MR0521
 MR0521                          STATION DESCRIPTION
 MR0521
 MR0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0521'7.5 KM (4.65 MI) NE FROM OGDEN.
 MR0521'2.6 KM (1.6 MI) NORTH ALONG WALL AVENUE FROM THE UNION PACIFIC
 MR0521'RAILROAD STATION IN OGDEN, THENCE 4.9 KM (3.05 MI) EASTERLY ALONG
 MR0521'STATE HIGHWAY 39 (CANYON ROAD), IN THE CENTER OF THE SOUTHEAST END OF
 MR0521'A 24 BY 100 FT EXPOSED AREA OF A ROCK LEDGE, 9.2 METERS (30.2 FT)
 MR0521'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.5 METERS (11.5 FT)
 MR0521'SOUTHWEST OF THE CENTER OF A WINGWALL AND 1.7 METERS (5.6 FT)
 MR0521'NORTHWEST OF THE SOUTHWEST END OF A HIGHWAY BRIDGE OVER THE OGDEN
 MR0521'RIVER.
 MR0521'THE MARK IS 1.2 METERS  NE FROM A WITNESS POST.
 MR0521'THE MARK IS 1.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0581 ***********************************************************************
 MR0581  DESIGNATION -  G 371
 MR0581  PID         -  MR0581
 MR0581  STATE/COUNTY-  UT/SUMMIT
 MR0581  COUNTRY     -  US
 MR0581  USGS QUAD   -  SHEARING CORRAL (2017)
 MR0581
 MR0581                         *CURRENT SURVEY CONTROL
 MR0581  ______________________________________________________________________
 MR0581* NAD 83(1986) POSITION- 41 10 45.     (N) 111 08 01.     (W)   SCALED
 MR0581* NAVD 88 ORTHO HEIGHT -  1997.710 (meters)     6554.15  (feet) ADJUSTED
 MR0581  ______________________________________________________________________
 MR0581  GEOID HEIGHT    -        -15.392 (meters)                     GEOID18
 MR0581  DYNAMIC HEIGHT  -       1995.861 (meters)     6548.09  (feet) COMP
 MR0581  MODELED GRAVITY -    979,627.9   (mgal)                       NAVD 88
 MR0581
 MR0581  VERT ORDER      -  FIRST     CLASS II
 MR0581
 MR0581.The horizontal coordinates were scaled from a map and have
 MR0581.an estimated accuracy of +/- 6 seconds.
 MR0581
 MR0581.The orthometric height was determined by differential leveling and
 MR0581.adjusted by the NATIONAL GEODETIC SURVEY
 MR0581.in June 1991.
 MR0581
 MR0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0581.GEOID18 height accuracy estimate available here.
 MR0581
 MR0581.Click photographs - Photos may exist for this station.
 MR0581
 MR0581.The dynamic height is computed by dividing the NAVD 88
 MR0581.geopotential number by the normal gravity value computed on the
 MR0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0581.degrees latitude (g = 980.6199 gals.).
 MR0581
 MR0581.The modeled gravity was interpolated from observed gravity values.
 MR0581
 MR0581;                    North         East    Units  Estimated Accuracy
 MR0581;SPC UT N     - 1,093,990.      530,740.      MT  (+/- 180 meters Scaled)
 MR0581
 MR0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL887586(NAD 83)
 MR0581
 MR0581                          SUPERSEDED SURVEY CONTROL
 MR0581
 MR0581  NGVD 29 (06/08/92) 1996.418  (m)         6549.91   (f) ADJUSTED    1 2
 MR0581
 MR0581.Superseded values are not recommended for survey control.
 MR0581
 MR0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0581.See file dsdata.pdf to determine how the superseded data were derived.
 MR0581
 MR0581_MARKER: I = METAL ROD
 MR0581_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0581_STAMPING: G 371 1983
 MR0581_MARK LOGO: NGS
 MR0581_PROJECTION: FLUSH
 MR0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0581_ROD/PIPE-DEPTH: 5.5 meters
 MR0581
 MR0581  HISTORY     - Date     Condition        Report By
 MR0581  HISTORY     - 1983     MONUMENTED       NGS
 MR0581
 MR0581                          STATION DESCRIPTION
 MR0581
 MR0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0581'3.7 KM (2.3 MI) SW FROM WAHSATCH.
 MR0581'3.7 KM (2.3 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 80 FROM THE
 MR0581'UNION PACIFIC RAILROAD STATION IN WAHSATCH, IN THE SOUTH END OF A
 MR0581'HIGHWAY CUT, 0.6 KM (0.35 MI) SOUTH OF MILEPOST 191, AND 31.8 METERS
 MR0581'(104.3 FT) WEST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 MR0581'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 MR0581'CAP,.
 MR0581'THE MARK IS 0.3 METERS  E FROM  WITNESS POST AND FENCE
 MR0581'THE MARK IS 0.9 M BELOW HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0347 ***********************************************************************
 HM0347  DESIGNATION -  G 372
 HM0347  PID         -  HM0347
 HM0347  STATE/COUNTY-  UT/SAN JUAN
 HM0347  COUNTRY     -  US
 HM0347  USGS QUAD   -  BIG BENCH (2017)
 HM0347
 HM0347                         *CURRENT SURVEY CONTROL
 HM0347  ______________________________________________________________________
 HM0347* NAD 83(1986) POSITION- 37 25 28.     (N) 109 28 27.     (W)   SCALED
 HM0347* NAVD 88 ORTHO HEIGHT -  1514.019 (meters)     4967.24  (feet) ADJUSTED
 HM0347  ______________________________________________________________________
 HM0347  GEOID HEIGHT    -        -20.605 (meters)                     GEOID18
 HM0347  DYNAMIC HEIGHT  -       1512.297 (meters)     4961.59  (feet) COMP
 HM0347  MODELED GRAVITY -    979,439.9   (mgal)                       NAVD 88
 HM0347
 HM0347  VERT ORDER      -  FIRST     CLASS II
 HM0347
 HM0347.The horizontal coordinates were scaled from a map and have
 HM0347.an estimated accuracy of +/- 6 seconds.
 HM0347
 HM0347.The orthometric height was determined by differential leveling and
 HM0347.adjusted by the NATIONAL GEODETIC SURVEY
 HM0347.in June 1991.
 HM0347
 HM0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0347.GEOID18 height accuracy estimate available here.
 HM0347
 HM0347.Click photographs - Photos may exist for this station.
 HM0347
 HM0347.The dynamic height is computed by dividing the NAVD 88
 HM0347.geopotential number by the normal gravity value computed on the
 HM0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0347.degrees latitude (g = 980.6199 gals.).
 HM0347
 HM0347.The modeled gravity was interpolated from observed gravity values.
 HM0347
 HM0347;                    North         East    Units  Estimated Accuracy
 HM0347;SPC UT S     - 3,086,040.      679,300.      MT  (+/- 180 meters Scaled)
 HM0347
 HM0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG350430(NAD 83)
 HM0347
 HM0347                          SUPERSEDED SURVEY CONTROL
 HM0347
 HM0347.No superseded survey control is available for this station.
 HM0347
 HM0347_MARKER: I = METAL ROD
 HM0347_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HM0347_STAMPING: G 372 1983
 HM0347_MARK LOGO: NGS
 HM0347_PROJECTION: FLUSH
 HM0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0347_ROD/PIPE-DEPTH: 3.4 meters
 HM0347
 HM0347  HISTORY     - Date     Condition        Report By
 HM0347  HISTORY     - 1983     MONUMENTED       NGS
 HM0347  HISTORY     - 1984     GOOD             NGS
 HM0347
 HM0347                          STATION DESCRIPTION
 HM0347
 HM0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0347'18.2 KM (11.3 MI) NE FROM BLUFF.
 HM0347'18.2 KM (11.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0347'OFFICE IN BLUFF, AT THE JUNCTION OF STATE HIGHWAY 262, 56.0 METERS
 HM0347'(183.7 FT) NORTHEAST OF THE EXTENDED CENTERLINE OF THE STATE HIGHWAY,
 HM0347'16.7 METERS (54.8 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 HM0347'0.6 METER (2.0 FT) SOUTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 HM0347'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HM0347'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 HM0347'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 HM0347
 HM0347                          STATION RECOVERY (1984)
 HM0347
 HM0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0347'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0371 ***********************************************************************
 HM0371  DESIGNATION -  G 373
 HM0371  PID         -  HM0371
 HM0371  STATE/COUNTY-  UT/SAN JUAN
 HM0371  COUNTRY     -  US
 HM0371  USGS QUAD   -  MEXICAN HAT (2017)
 HM0371
 HM0371                         *CURRENT SURVEY CONTROL
 HM0371  ______________________________________________________________________
 HM0371* NAD 83(1986) POSITION- 37 14 23.6    (N) 109 47 41.2    (W)   HD_HELD2
 HM0371* NAVD 88 ORTHO HEIGHT -  1411.792 (meters)     4631.85  (feet) ADJUSTED
 HM0371  ______________________________________________________________________
 HM0371  GEOID HEIGHT    -        -20.667 (meters)                     GEOID18
 HM0371  DYNAMIC HEIGHT  -       1410.208 (meters)     4626.66  (feet) COMP
 HM0371  MODELED GRAVITY -    979,460.0   (mgal)                       NAVD 88
 HM0371
 HM0371  VERT ORDER      -  FIRST     CLASS II
 HM0371
 HM0371.The horizontal coordinates were established by autonomous hand held GPS
 HM0371.observations and have an estimated accuracy of +/- 10 meters.
 HM0371
 HM0371.The orthometric height was determined by differential leveling and
 HM0371.adjusted by the NATIONAL GEODETIC SURVEY
 HM0371.in June 1991.
 HM0371
 HM0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0371.GEOID18 height accuracy estimate available here.
 HM0371
 HM0371.Click photographs - Photos may exist for this station.
 HM0371
 HM0371.The dynamic height is computed by dividing the NAVD 88
 HM0371.geopotential number by the normal gravity value computed on the
 HM0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0371.degrees latitude (g = 980.6199 gals.).
 HM0371
 HM0371.The modeled gravity was interpolated from observed gravity values.
 HM0371
 HM0371;                    North         East    Units  Estimated Accuracy
 HM0371;SPC UT S     - 3,064,998.      651,298.      MT  (+/- 10 meters HH2 GPS)
 HM0371
 HM0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG0690022165(NAD 83)
 HM0371
 HM0371                          SUPERSEDED SURVEY CONTROL
 HM0371
 HM0371.No superseded survey control is available for this station.
 HM0371
 HM0371_MARKER: DV = VERTICAL CONTROL DISK
 HM0371_SETTING: 66 = SET IN ROCK OUTCROP
 HM0371_STAMPING: G 373 1983
 HM0371_MARK LOGO: NGS
 HM0371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0371+STABILITY: POSITION/ELEVATION WELL
 HM0371
 HM0371  HISTORY     - Date     Condition        Report By
 HM0371  HISTORY     - 1983     MONUMENTED       NGS
 HM0371
 HM0371                          STATION DESCRIPTION
 HM0371
 HM0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0371'14.1 KM (8.75 MI) NE FROM MEXICAN HAT.
 HM0371'14.1 KM (8.75 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0371'OFFICE IN MEXICAN HAT, 0.2 KM (0.1 MI) EAST OF MILEPOST 30, IN THE
 HM0371'CENTER OF A 3- BY 5-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK ON TOP OF
 HM0371'A HIGHWAY CUT, 14.0 METERS (45.9 FT) EAST OF THE WEST END OF THE CUT,
 HM0371'13.8 (45.3 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 5.0 METERS
 HM0371'(16.4 FT) NORTH OF THE SOUTH EDGE OF THE CUT.
 HM0371'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 HM0371'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0379 ***********************************************************************
 LN0379  DESIGNATION -  G 374
 LN0379  PID         -  LN0379
 LN0379  STATE/COUNTY-  UT/UINTAH
 LN0379  COUNTRY     -  US
 LN0379  USGS QUAD   -  JENSEN (2017)
 LN0379
 LN0379                         *CURRENT SURVEY CONTROL
 LN0379  ______________________________________________________________________
 LN0379* NAD 83(1986) POSITION- 40 22 11.     (N) 109 19 58.     (W)   SCALED
 LN0379* NAVD 88 ORTHO HEIGHT -  1443.943 (meters)     4737.34  (feet) ADJUSTED
 LN0379  ______________________________________________________________________
 LN0379  GEOID HEIGHT    -        -17.138 (meters)                     GEOID18
 LN0379  DYNAMIC HEIGHT  -       1442.655 (meters)     4733.11  (feet) COMP
 LN0379  MODELED GRAVITY -    979,684.5   (mgal)                       NAVD 88
 LN0379
 LN0379  VERT ORDER      -  FIRST     CLASS II
 LN0379
 LN0379.The horizontal coordinates were scaled from a map and have
 LN0379.an estimated accuracy of +/- 6 seconds.
 LN0379
 LN0379.The orthometric height was determined by differential leveling and
 LN0379.adjusted by the NATIONAL GEODETIC SURVEY
 LN0379.in June 1991.
 LN0379
 LN0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0379.GEOID18 height accuracy estimate available here.
 LN0379
 LN0379.Click photographs - Photos may exist for this station.
 LN0379
 LN0379.The dynamic height is computed by dividing the NAVD 88
 LN0379.geopotential number by the normal gravity value computed on the
 LN0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0379.degrees latitude (g = 980.6199 gals.).
 LN0379
 LN0379.The modeled gravity was interpolated from observed gravity values.
 LN0379
 LN0379;                    North         East    Units  Estimated Accuracy
 LN0379;SPC UT C     - 2,228,310.      684,040.      MT  (+/- 180 meters Scaled)
 LN0379
 LN0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK415701(NAD 83)
 LN0379
 LN0379                          SUPERSEDED SURVEY CONTROL
 LN0379
 LN0379.No superseded survey control is available for this station.
 LN0379
 LN0379_MARKER: DV = VERTICAL CONTROL DISK
 LN0379_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LN0379_SP_SET: PIER
 LN0379_STAMPING: G 374 1984
 LN0379_MARK LOGO: NGS
 LN0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0379
 LN0379  HISTORY     - Date     Condition        Report By
 LN0379  HISTORY     - 1984     MONUMENTED       NGS
 LN0379  HISTORY     - 1984     GOOD             NGS
 LN0379  HISTORY     - 20091019 MARK NOT FOUND   GEOCAC
 LN0379
 LN0379                          STATION DESCRIPTION
 LN0379
 LN0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0379'0.3 KM (0.2 MI) EAST FROM JENSEN.
 LN0379'0.3 KM (0.2 MI) EASTERLY ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE IN
 LN0379'JENSEN, IN TOP OF THE SOUTH END OF THE MOST EASTERLY 1 OF 4 PIERS OF A
 LN0379'HIGHWAY BRIDGE OVER THE GREEN RIVER, AND 4.9 M (16.1 FT) SOUTH OF THE
 LN0379'CENTERLINE OF THE HIGHWAY.
 LN0379'THE MARK IS 1.8 M BELOW THE HIGHWAY.
 LN0379
 LN0379                          STATION RECOVERY (1984)
 LN0379
 LN0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0379'RECOVERED IN GOOD CONDITION.
 LN0379
 LN0379                          STATION RECOVERY (2009)
 LN0379
 LN0379'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LN0379'THE CURRENT BRIDGE WAS ERECTED IN 1994.  OLDER BRIDGES HAVE BEEN
 LN0379'REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0480 ***********************************************************************
 HM0480  DESIGNATION -  G 374
 HM0480  PID         -  HM0480
 HM0480  STATE/COUNTY-  UT/SAN JUAN
 HM0480  COUNTRY     -  US
 HM0480  USGS QUAD   -  BIG BENCH (2017)
 HM0480
 HM0480                         *CURRENT SURVEY CONTROL
 HM0480  ______________________________________________________________________
 HM0480* NAD 83(1986) POSITION- 37 25 06.     (N) 109 26 46.     (W)   SCALED
 HM0480* NAVD 88 ORTHO HEIGHT -  1470.574 (meters)     4824.71  (feet) ADJUSTED
 HM0480  ______________________________________________________________________
 HM0480  GEOID HEIGHT    -        -20.642 (meters)                     GEOID18
 HM0480  DYNAMIC HEIGHT  -       1468.917 (meters)     4819.27  (feet) COMP
 HM0480  MODELED GRAVITY -    979,452.9   (mgal)                       NAVD 88
 HM0480
 HM0480  VERT ORDER      -  FIRST     CLASS II
 HM0480
 HM0480.The horizontal coordinates were scaled from a map and have
 HM0480.an estimated accuracy of +/- 6 seconds.
 HM0480
 HM0480.The orthometric height was determined by differential leveling and
 HM0480.adjusted by the NATIONAL GEODETIC SURVEY
 HM0480.in June 1991.
 HM0480
 HM0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0480.GEOID18 height accuracy estimate available here.
 HM0480
 HM0480.Click photographs - Photos may exist for this station.
 HM0480
 HM0480.The dynamic height is computed by dividing the NAVD 88
 HM0480.geopotential number by the normal gravity value computed on the
 HM0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0480.degrees latitude (g = 980.6199 gals.).
 HM0480
 HM0480.The modeled gravity was interpolated from observed gravity values.
 HM0480
 HM0480;                    North         East    Units  Estimated Accuracy
 HM0480;SPC UT S     - 3,085,420.      681,790.      MT  (+/- 180 meters Scaled)
 HM0480
 HM0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG375424(NAD 83)
 HM0480
 HM0480                          SUPERSEDED SURVEY CONTROL
 HM0480
 HM0480.No superseded survey control is available for this station.
 HM0480
 HM0480_MARKER: DV = VERTICAL CONTROL DISK
 HM0480_SETTING: 66 = SET IN ROCK OUTCROP
 HM0480_STAMPING: G 374 1983
 HM0480_MARK LOGO: NGS
 HM0480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0480+STABILITY: POSITION/ELEVATION WELL
 HM0480
 HM0480  HISTORY     - Date     Condition        Report By
 HM0480  HISTORY     - 1983     MONUMENTED       NGS
 HM0480
 HM0480                          STATION DESCRIPTION
 HM0480
 HM0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0480'20.6 KM (12.8 MI) NE FROM BLUFF.
 HM0480'18.2 KM (11.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0480'OFFICE IN BLUFF, THENCE 2.4 KM (1.5 MI) EASTERLY ALONG STATE HIGHWAY
 HM0480'262, 0.8 KM (0.5 MI) EAST OF MILEPOST 1, 0.4 KM (0.25 MI) WEST OF THE
 HM0480'WEST END OF A HIGHWAY BRIDGE OVER A CREEK, IN AN EXPOSED AREA OF
 HM0480'BEDROCK IN A HIGHWAY CUT, 100.0 METERS (328.1 FT) EAST OF THE WEST END
 HM0480'OF THE CUT, AND 12.3 METERS (40.4 FT) SOUTH OF THE CENTERLINE OF THE
 HM0480'HIGHWAY.
 HM0480'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 HM0480'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0501 ***********************************************************************
 HO0501  DESIGNATION -  G 375
 HO0501  PID         -  HO0501
 HO0501  STATE/COUNTY-  UT/WASHINGTON
 HO0501  COUNTRY     -  US
 HO0501  USGS QUAD   -  PINTURA (2017)
 HO0501
 HO0501                         *CURRENT SURVEY CONTROL
 HO0501  ______________________________________________________________________
 HO0501* NAD 83(1986) POSITION- 37 19 38.     (N) 113 17 02.     (W)   SCALED
 HO0501* NAVD 88 ORTHO HEIGHT -  1246.425 (meters)     4089.31  (feet) ADJUSTED
 HO0501  ______________________________________________________________________
 HO0501  GEOID HEIGHT    -        -22.945 (meters)                     GEOID18
 HO0501  DYNAMIC HEIGHT  -       1245.068 (meters)     4084.86  (feet) COMP
 HO0501  MODELED GRAVITY -    979,499.0   (mgal)                       NAVD 88
 HO0501  OBS GRAVITY     -    979,501.7   (mgal)                       GRAV_OBS
 HO0501
 HO0501  VERT ORDER      -  FIRST     CLASS II
 HO0501
 HO0501.The horizontal coordinates were scaled from a map and have
 HO0501.an estimated accuracy of +/- 6 seconds.
 HO0501
 HO0501.The orthometric height was determined by differential leveling and
 HO0501.adjusted by the NATIONAL GEODETIC SURVEY
 HO0501.in June 1991.
 HO0501
 HO0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0501.GEOID18 height accuracy estimate available here.
 HO0501
 HO0501.Click photographs - Photos may exist for this station.
 HO0501
 HO0501.The dynamic height is computed by dividing the NAVD 88
 HO0501.geopotential number by the normal gravity value computed on the
 HO0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0501.degrees latitude (g = 980.6199 gals.).
 HO0501
 HO0501.The modeled gravity was interpolated from observed gravity values.
 HO0501
 HO0501.The observed gravity was obtained from relative gravimeter ties
 HO0501.to the IGSN71 gravity network.
 HO0501
 HO0501;                    North         East    Units  Estimated Accuracy
 HO0501;SPC UT S     - 3,074,820.      341,910.      MT  (+/- 180 meters Scaled)
 HO0501
 HO0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG976336(NAD 83)
 HO0501
 HO0501                          SUPERSEDED SURVEY CONTROL
 HO0501
 HO0501.No superseded survey control is available for this station.
 HO0501
 HO0501_MARKER: F = FLANGE-ENCASED ROD
 HO0501_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HO0501+WITH SETTING: INFORMATION.
 HO0501_STAMPING: G 375 1984
 HO0501_MARK LOGO: NGS
 HO0501_PROJECTION: FLUSH
 HO0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0501+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 HO0501_ROD/PIPE-DEPTH: 0.9 meters
 HO0501
 HO0501  HISTORY     - Date     Condition        Report By
 HO0501  HISTORY     - 1984     MONUMENTED       NGS
 HO0501  HISTORY     - 20050921 GOOD             INDIV
 HO0501
 HO0501                          STATION DESCRIPTION
 HO0501
 HO0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0501'10.2 KM (6.3 MI) NORTH FROM TOQUERVILLE.
 HO0501'4.83 KM (3.0 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 HO0501'TOQUERVILLE, THENCE 5.32 KM (3.31 MI) NORTHEAST ALONG INTERSTATE 15,
 HO0501'AT THE TOP OF A LOW RIDGE, 0.18 KM (0.11 MI) NORTHEAST OF THE BROWSE
 HO0501'ROAD OVERPASS, ON THE OUTSIDE OF THE SOUTHEAST RIGHT OF WAY FENCE,
 HO0501'46.0 METERS (151 FT) SOUTHEAST OF THE NORTH BOUND HIGHWAY CENTERLINE
 HO0501'AND 0.9 METER (3 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 HO0501'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 HO0501'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HO0501
 HO0501                          STATION RECOVERY (2005)
 HO0501
 HO0501'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RW)
 HO0501'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0474 ***********************************************************************
 HO0474  DESIGNATION -  G 376
 HO0474  PID         -  HO0474
 HO0474  STATE/COUNTY-  UT/IRON
 HO0474  COUNTRY     -  US
 HO0474  USGS QUAD   -  CEDAR CITY (2017)
 HO0474
 HO0474                         *CURRENT SURVEY CONTROL
 HO0474  ______________________________________________________________________
 HO0474* NAD 83(1986) POSITION- 37 39 54.16   (N) 113 03 56.32   (W)   HD_HELD1
 HO0474* NAVD 88 ORTHO HEIGHT -  1809.788 (meters)     5937.61  (feet) ADJUSTED
 HO0474  ______________________________________________________________________
 HO0474  GEOID HEIGHT    -        -21.337 (meters)                     GEOID18
 HO0474  DYNAMIC HEIGHT  -       1807.682 (meters)     5930.70  (feet) COMP
 HO0474  MODELED GRAVITY -    979,402.4   (mgal)                       NAVD 88
 HO0474
 HO0474  VERT ORDER      -  FIRST     CLASS II
 HO0474
 HO0474.The horizontal coordinates were determined by differentially corrected
 HO0474.hand held GPS observations or other comparable positioning techniques
 HO0474.and have an estimated accuracy of +/- 3 meters.
 HO0474
 HO0474.The orthometric height was determined by differential leveling and
 HO0474.adjusted by the NATIONAL GEODETIC SURVEY
 HO0474.in June 1991.
 HO0474
 HO0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0474.GEOID18 height accuracy estimate available here.
 HO0474
 HO0474.Click photographs - Photos may exist for this station.
 HO0474
 HO0474.The dynamic height is computed by dividing the NAVD 88
 HO0474.geopotential number by the normal gravity value computed on the
 HO0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0474.degrees latitude (g = 980.6199 gals.).
 HO0474
 HO0474.The modeled gravity was interpolated from observed gravity values.
 HO0474
 HO0474;                    North         East    Units  Estimated Accuracy
 HO0474;SPC UT S     - 3,111,959.4     361,875.4     MT  (+/- 3 meters HH1 GPS) 
 HO0474
 HO0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG1781070659(NAD 83)
 HO0474
 HO0474                          SUPERSEDED SURVEY CONTROL
 HO0474
 HO0474.No superseded survey control is available for this station.
 HO0474
 HO0474_MARKER: F = FLANGE-ENCASED ROD
 HO0474_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0474_STAMPING: G 376 1984
 HO0474_MARK LOGO: NGS
 HO0474_PROJECTION: FLUSH
 HO0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0474_ROD/PIPE-DEPTH: 12.2 meters
 HO0474
 HO0474  HISTORY     - Date     Condition        Report By
 HO0474  HISTORY     - 1984     MONUMENTED       NGS
 HO0474
 HO0474                          STATION DESCRIPTION
 HO0474
 HO0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0474'IN CEDAR CITY.
 HO0474'IN CEDAR CITY, IN A 22 BY 52 FOOT GRAVELED SIGN LOT, AT THE SOUTH
 HO0474'CORNER OF THE PAVED PARKING LOT FOR THE YELLOW FRONT AND CHECKER AUTO
 HO0474'STORE, ON THE NORTH CORNER OF THE INTERSECTION OF MAIN STREET AND 300
 HO0474'W ACCESS STREET, 4.9 METERS (16 FT) NORTHWEST OF THE NORTHWEST CURB OF
 HO0474'MAIN STREET, 51.8 METERS (170 FT) NORTHEAST OF THE CENTER OF 300 W
 HO0474'ACCESS STREET, 53.5 METERS (175.5 FT) SOUTH OF THE SOUTH CORNER OF THE
 HO0474'STORE BUILDING, 18.9 METERS (62 FT) EAST OF THE EAST CORNER OF A ONE
 HO0474'STORY FRAME BUILDING, 3.7 METERS (12.2 FT) SOUTHWEST OF THE SOUTHWEST
 HO0474'PARKING LOT CURB AND 0.8 METER (2.5 FT) SOUTHEAST OF THE SIGN POST FOR
 HO0474'THE YELLOW FRONT STORE.
 HO0474'THE MARK IS ABOVE LEVEL WITH MAIN STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0453 ***********************************************************************
 JO0453  DESIGNATION -  G 377 B CO
 JO0453  PID         -  JO0453
 JO0453  STATE/COUNTY-  UT/BEAVER
 JO0453  COUNTRY     -  US
 JO0453  USGS QUAD   -  FRISCO (2017)
 JO0453
 JO0453                         *CURRENT SURVEY CONTROL
 JO0453  ______________________________________________________________________
 JO0453* NAD 83(1986) POSITION- 38 26 06.     (N) 113 16 41.     (W)   SCALED
 JO0453* NAVD 88 ORTHO HEIGHT -  1838.910 (meters)     6033.16  (feet) ADJUSTED
 JO0453  ______________________________________________________________________
 JO0453  GEOID HEIGHT    -        -20.919 (meters)                     GEOID18
 JO0453  DYNAMIC HEIGHT  -       1836.912 (meters)     6026.60  (feet) COMP
 JO0453  MODELED GRAVITY -    979,476.9   (mgal)                       NAVD 88
 JO0453
 JO0453  VERT ORDER      -  FIRST     CLASS II
 JO0453
 JO0453.The horizontal coordinates were scaled from a map and have
 JO0453.an estimated accuracy of +/- 6 seconds.
 JO0453
 JO0453.The orthometric height was determined by differential leveling and
 JO0453.adjusted by the NATIONAL GEODETIC SURVEY
 JO0453.in June 1991.
 JO0453
 JO0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0453.GEOID18 height accuracy estimate available here.
 JO0453
 JO0453.Click photographs - Photos may exist for this station.
 JO0453
 JO0453.The dynamic height is computed by dividing the NAVD 88
 JO0453.geopotential number by the normal gravity value computed on the
 JO0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0453.degrees latitude (g = 980.6199 gals.).
 JO0453
 JO0453.The modeled gravity was interpolated from observed gravity values.
 JO0453
 JO0453;                    North         East    Units  Estimated Accuracy
 JO0453;SPC UT S     - 3,197,740.      344,760.      MT  (+/- 180 meters Scaled)
 JO0453
 JO0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH011565(NAD 83)
 JO0453
 JO0453                          SUPERSEDED SURVEY CONTROL
 JO0453
 JO0453.No superseded survey control is available for this station.
 JO0453
 JO0453_MARKER: DV = VERTICAL CONTROL DISK
 JO0453_SETTING: 66 = SET IN ROCK OUTCROP
 JO0453_STAMPING: G 377 1984
 JO0453_MARK LOGO: NGS
 JO0453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0453+STABILITY: POSITION/ELEVATION WELL
 JO0453
 JO0453  HISTORY     - Date     Condition        Report By
 JO0453  HISTORY     - 1984     MONUMENTED       NGS
 JO0453
 JO0453                          STATION DESCRIPTION
 JO0453
 JO0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0453'26.3 KM (16.4 MI) NW FROM MILFORD.
 JO0453'26.33 KM (16.36 MI) NORTHWEST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION
 JO0453'WITH STATE HIGHWAY 257 AT MILFORD, IN TOP OF AND 1.5 METERS (5 FT)
 JO0453'SOUTHWEST OF THE NORTHEAST EDGE OF A 8 BY 16 FOOT PORTION OF GRAY
 JO0453'SANDSTONE OUTCROP PROJECTING 3 INCHES ABOVE THE SOUTHWEST BANK OF A
 JO0453'DRY WASH, 0.60 KM (0.37 MI) SOUTHWEST OF MILEPOST 61, 17.4 METERS
 JO0453'(57 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 19.2 METERS (63 FT) WEST
 JO0453'OF A TELEPHONE POLE AND 10.9 METERS (35 FT) EAST OF THE SOUTHEAST END
 JO0453'OF A 48-INCH CORRUGATED METAL PIPE CULVERT.
 JO0453'THE MARK IS 0.2 METERS  NW FROM A WITNESS POST.
 JO0453'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0617 ***********************************************************************
 MS0617  DESIGNATION -  G 377 BE CO
 MS0617  PID         -  MS0617
 MS0617  STATE/COUNTY-  UT/BOX ELDER
 MS0617  COUNTRY     -  US
 MS0617  USGS QUAD   -  KELTON PASS SE (2017)
 MS0617
 MS0617                         *CURRENT SURVEY CONTROL
 MS0617  ______________________________________________________________________
 MS0617* NAD 83(1986) POSITION- 41 46 44.     (N) 113 07 07.     (W)   SCALED
 MS0617* NAVD 88 ORTHO HEIGHT -  1303.888 (meters)     4277.84  (feet) ADJUSTED
 MS0617  ______________________________________________________________________
 MS0617  GEOID HEIGHT    -        -15.525 (meters)                     GEOID18
 MS0617  DYNAMIC HEIGHT  -       1303.016 (meters)     4274.98  (feet) COMP
 MS0617  MODELED GRAVITY -    979,909.4   (mgal)                       NAVD 88
 MS0617
 MS0617  VERT ORDER      -  FIRST     CLASS II
 MS0617
 MS0617.The horizontal coordinates were scaled from a map and have
 MS0617.an estimated accuracy of +/- 6 seconds.
 MS0617
 MS0617.The orthometric height was determined by differential leveling and
 MS0617.adjusted by the NATIONAL GEODETIC SURVEY
 MS0617.in June 1991.
 MS0617
 MS0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0617.GEOID18 height accuracy estimate available here.
 MS0617
 MS0617.Click photographs - Photos may exist for this station.
 MS0617
 MS0617.The dynamic height is computed by dividing the NAVD 88
 MS0617.geopotential number by the normal gravity value computed on the
 MS0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0617.degrees latitude (g = 980.6199 gals.).
 MS0617
 MS0617.The modeled gravity was interpolated from observed gravity values.
 MS0617
 MS0617;                    North         East    Units  Estimated Accuracy
 MS0617;SPC UT N     - 1,161,790.      365,440.      MT  (+/- 180 meters Scaled)
 MS0617
 MS0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM239273(NAD 83)
 MS0617
 MS0617                          SUPERSEDED SURVEY CONTROL
 MS0617
 MS0617.No superseded survey control is available for this station.
 MS0617
 MS0617_MARKER: I = METAL ROD
 MS0617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0617_STAMPING: G 377 1984
 MS0617_MARK LOGO: NGS
 MS0617_PROJECTION: FLUSH
 MS0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0617_ROD/PIPE-DEPTH: 9.7 meters
 MS0617
 MS0617  HISTORY     - Date     Condition        Report By
 MS0617  HISTORY     - 1984     MONUMENTED       NGS
 MS0617
 MS0617                          STATION DESCRIPTION
 MS0617
 MS0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0617'21.9 KM (13.6 MI) SE FROM PARK VALLEY.
 MS0617'14.83 KM (9.22 MI) EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE IN
 MS0617'PARK VALLEY, 7.06 KM (4.39 MI) SOUTH ALONG A DIRT ROAD, BETWEEN TWO
 MS0617'FENCE LINE T JUNCTIONS, 0.23 KM (0.14 MI) SOUTH OF THE T JUNCTION OF A
 MS0617'DIRT ROAD LEADING SOUTHWEST TO THE BAR F RANCH, 9.5 METERS (31 FT)
 MS0617'EAST OF THE CENTER OF THE ROAD, 50.6 METERS (166 FT) SOUTH OF A FENCE
 MS0617'T JUNCTION, 43.3 METERS (142 FT) NORTH OF A FENCE T JUNCTION AND
 MS0617'0.5 METER (1.5 FT) WEST OF A FENCE.
 MS0617'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 MS0617'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0426 ***********************************************************************
 JO0426  DESIGNATION -  G 378 B CO
 JO0426  PID         -  JO0426
 JO0426  STATE/COUNTY-  UT/BEAVER
 JO0426  COUNTRY     -  US
 JO0426  USGS QUAD   -  HALFWAY SUMMIT (2017)
 JO0426
 JO0426                         *CURRENT SURVEY CONTROL
 JO0426  ______________________________________________________________________
 JO0426* NAD 83(1986) POSITION- 38 33 56.     (N) 113 46 19.     (W)   SCALED
 JO0426* NAVD 88 ORTHO HEIGHT -  1648.850 (meters)     5409.60  (feet) ADJUSTED
 JO0426  ______________________________________________________________________
 JO0426  GEOID HEIGHT    -        -21.233 (meters)                     GEOID18
 JO0426  DYNAMIC HEIGHT  -       1647.106 (meters)     5403.88  (feet) COMP
 JO0426  MODELED GRAVITY -    979,512.7   (mgal)                       NAVD 88
 JO0426
 JO0426  VERT ORDER      -  FIRST     CLASS II
 JO0426
 JO0426.The horizontal coordinates were scaled from a map and have
 JO0426.an estimated accuracy of +/- 6 seconds.
 JO0426
 JO0426.The orthometric height was determined by differential leveling and
 JO0426.adjusted by the NATIONAL GEODETIC SURVEY
 JO0426.in June 1991.
 JO0426
 JO0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0426.GEOID18 height accuracy estimate available here.
 JO0426
 JO0426.Click photographs - Photos may exist for this station.
 JO0426
 JO0426.The dynamic height is computed by dividing the NAVD 88
 JO0426.geopotential number by the normal gravity value computed on the
 JO0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0426.degrees latitude (g = 980.6199 gals.).
 JO0426
 JO0426.The modeled gravity was interpolated from observed gravity values.
 JO0426
 JO0426;                    North         East    Units  Estimated Accuracy
 JO0426;SPC UT S     - 3,213,160.      302,000.      MT  (+/- 180 meters Scaled)
 JO0426
 JO0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH584722(NAD 83)
 JO0426
 JO0426                          SUPERSEDED SURVEY CONTROL
 JO0426
 JO0426.No superseded survey control is available for this station.
 JO0426
 JO0426_MARKER: I = METAL ROD
 JO0426_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0426_STAMPING: G 378 1984
 JO0426_MARK LOGO: NGS
 JO0426_PROJECTION: FLUSH
 JO0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0426_ROD/PIPE-DEPTH: 8.5 meters
 JO0426
 JO0426  HISTORY     - Date     Condition        Report By
 JO0426  HISTORY     - 1984     MONUMENTED       NGS
 JO0426
 JO0426                          STATION DESCRIPTION
 JO0426
 JO0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0426'49.1 KM (30.7 MI) SE FROM GARRISON.
 JO0426'49.15 KM (30.7 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0426'OFFICE AT GARRISON, 2.45 KM (1.5 MI) SOUTHEAST OF THE MILLARD-BEAVER
 JO0426'COUNTY LINE, 0.25 KM (0.15 MI) NORTHWEST OF THE T JUNCTION OF A DIRT
 JO0426'ROAD LEADING SOUTHWEST TO POTS-UM-PA SPRING, 23.0 METERS (75.5 FT)
 JO0426'SOUTHWEST OF THE HIGHWAY CENTERLINE AND 24.7 METERS (81 FT) WEST OF
 JO0426'THE SOUTHWEST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT.
 JO0426'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 JO0426'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0641 ***********************************************************************
 MS0641  DESIGNATION -  G 378 BE CO
 MS0641  PID         -  MS0641
 MS0641  STATE/COUNTY-  UT/BOX ELDER
 MS0641  COUNTRY     -  US
 MS0641  USGS QUAD   -  ROSETTE (2017)
 MS0641
 MS0641                         *CURRENT SURVEY CONTROL
 MS0641  ______________________________________________________________________
 MS0641* NAD 83(1986) POSITION- 41 47 14.     (N) 113 28 43.     (W)   SCALED
 MS0641* NAVD 88 ORTHO HEIGHT -  1623.874 (meters)     5327.66  (feet) ADJUSTED
 MS0641  ______________________________________________________________________
 MS0641  GEOID HEIGHT    -        -15.200 (meters)                     GEOID18
 MS0641  DYNAMIC HEIGHT  -       1622.692 (meters)     5323.78  (feet) COMP
 MS0641  MODELED GRAVITY -    979,837.2   (mgal)                       NAVD 88
 MS0641
 MS0641  VERT ORDER      -  FIRST     CLASS II
 MS0641
 MS0641.The horizontal coordinates were scaled from a map and have
 MS0641.an estimated accuracy of +/- 6 seconds.
 MS0641
 MS0641.The orthometric height was determined by differential leveling and
 MS0641.adjusted by the NATIONAL GEODETIC SURVEY
 MS0641.in June 1991.
 MS0641
 MS0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0641.GEOID18 height accuracy estimate available here.
 MS0641
 MS0641.Click photographs - Photos may exist for this station.
 MS0641
 MS0641.The dynamic height is computed by dividing the NAVD 88
 MS0641.geopotential number by the normal gravity value computed on the
 MS0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0641.degrees latitude (g = 980.6199 gals.).
 MS0641
 MS0641.The modeled gravity was interpolated from observed gravity values.
 MS0641
 MS0641;                    North         East    Units  Estimated Accuracy
 MS0641;SPC UT N     - 1,163,330.      335,540.      MT  (+/- 180 meters Scaled)
 MS0641
 MS0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM940291(NAD 83)
 MS0641
 MS0641                          SUPERSEDED SURVEY CONTROL
 MS0641
 MS0641.No superseded survey control is available for this station.
 MS0641
 MS0641_MARKER: I = METAL ROD
 MS0641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0641_STAMPING: G 378 1984
 MS0641_MARK LOGO: NGS
 MS0641_PROJECTION: FLUSH
 MS0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0641_ROD/PIPE-DEPTH: 3.6 meters
 MS0641
 MS0641  HISTORY     - Date     Condition        Report By
 MS0641  HISTORY     - 1984     MONUMENTED       NGS
 MS0641
 MS0641                          STATION DESCRIPTION
 MS0641
 MS0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0641'14.8 KM (9.2 MI) SW FROM PARK VALLEY.
 MS0641'14.80 KM (9.20 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MS0641'PARK VALLEY, AT A FENCE Y JUNCTION, AT THE TOP OF THE NORTHEAST END OF
 MS0641'A LONG DIRT CUT AND IN LINE WITH THE EAST-WEST FENCE LINE, 0.72 KM
 MS0641'(0.45 MI) SOUTHWEST OF MILEPOST 47, 21.4 METERS (70 FT) NORTHWEST OF
 MS0641'THE HIGHWAY CENTERLINE, 14.6 METERS (48 FT) SOUTHWEST OF THE EXTENDED
 MS0641'CENTER OF A TRACK ROAD LEADING SOUTH, 2.7 METERS (9 FT) EAST OF THE Y
 MS0641'JUNCTION FENCE POST AND 1.7 METERS (5.5 FT) SOUTHEAST OF THE RIGHT OF
 MS0641'WAY FENCE.
 MS0641'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 MS0641'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0477 ***********************************************************************
 LN0477  DESIGNATION -  G 379
 LN0477  PID         -  LN0477
 LN0477  STATE/COUNTY-  UT/UINTAH
 LN0477  COUNTRY     -  US
 LN0477  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0477
 LN0477                         *CURRENT SURVEY CONTROL
 LN0477  ______________________________________________________________________
 LN0477* NAD 83(1986) POSITION- 40 42 25.     (N) 109 29 31.     (W)   SCALED
 LN0477* NAVD 88 ORTHO HEIGHT -  2475.396 (meters)     8121.36  (feet) ADJUSTED
 LN0477  ______________________________________________________________________
 LN0477  GEOID HEIGHT    -        -14.168 (meters)                     GEOID18
 LN0477  DYNAMIC HEIGHT  -       2472.885 (meters)     8113.12  (feet) COMP
 LN0477  MODELED GRAVITY -    979,520.5   (mgal)                       NAVD 88
 LN0477
 LN0477  VERT ORDER      -  FIRST     CLASS II
 LN0477
 LN0477.The horizontal coordinates were scaled from a map and have
 LN0477.an estimated accuracy of +/- 6 seconds.
 LN0477
 LN0477.The orthometric height was determined by differential leveling and
 LN0477.adjusted by the NATIONAL GEODETIC SURVEY
 LN0477.in June 1991.
 LN0477
 LN0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0477.GEOID18 height accuracy estimate available here.
 LN0477
 LN0477.Click photographs - Photos may exist for this station.
 LN0477
 LN0477.The dynamic height is computed by dividing the NAVD 88
 LN0477.geopotential number by the normal gravity value computed on the
 LN0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0477.degrees latitude (g = 980.6199 gals.).
 LN0477
 LN0477.The modeled gravity was interpolated from observed gravity values.
 LN0477
 LN0477;                    North         East    Units  Estimated Accuracy
 LN0477;SPC UT C     - 2,265,430.      669,680.      MT  (+/- 180 meters Scaled)
 LN0477
 LN0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL273073(NAD 83)
 LN0477
 LN0477                          SUPERSEDED SURVEY CONTROL
 LN0477
 LN0477.No superseded survey control is available for this station.
 LN0477
 LN0477_MARKER: DV = VERTICAL CONTROL DISK
 LN0477_SETTING: 66 = SET IN ROCK OUTCROP
 LN0477_STAMPING: G 379 1984
 LN0477_MARK LOGO: NGS
 LN0477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0477+STABILITY: POSITION/ELEVATION WELL
 LN0477
 LN0477  HISTORY     - Date     Condition        Report By
 LN0477  HISTORY     - 1984     MONUMENTED       NGS
 LN0477
 LN0477                          STATION DESCRIPTION
 LN0477
 LN0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0477'35.3 KM (21.95 MI) NORT FROM VERNAL.
 LN0477'35.3 KM (21.95 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0477'WITH U.S. HIGHWAY 40 IN VERNAL, SET IN THE CENTER OF A 2 BY 3 FOOT
 LN0477'EXPOSED AREA OF OUTCROPPING BEDROCK, 0.3 KM (0.2 MI) SOUTH OF MILEPOST
 LN0477'223, 27.1 M (88.9 FT) SOUTH OF A DIRT ROAD LEADING WEST, AND 19.7 M
 LN0477'(64.6 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 LN0477'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LN0477'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0456 ***********************************************************************
 HM0456  DESIGNATION -  G 379
 HM0456  PID         -  HM0456
 HM0456  STATE/COUNTY-  UT/SAN JUAN
 HM0456  COUNTRY     -  US
 HM0456  USGS QUAD   -  WICKIUP CANYON (2017)
 HM0456
 HM0456                         *CURRENT SURVEY CONTROL
 HM0456  ______________________________________________________________________
 HM0456* NAD 83(1986) POSITION- 37 19 25.     (N) 109 05 46.     (W)   SCALED
 HM0456* NAVD 88 ORTHO HEIGHT -  1534.553 (meters)     5034.61  (feet) ADJUSTED
 HM0456  ______________________________________________________________________
 HM0456  GEOID HEIGHT    -        -20.531 (meters)                     GEOID18
 HM0456  DYNAMIC HEIGHT  -       1532.802 (meters)     5028.87  (feet) COMP
 HM0456  MODELED GRAVITY -    979,435.8   (mgal)                       NAVD 88
 HM0456
 HM0456  VERT ORDER      -  FIRST     CLASS II
 HM0456
 HM0456.The horizontal coordinates were scaled from a map and have
 HM0456.an estimated accuracy of +/- 6 seconds.
 HM0456
 HM0456.The orthometric height was determined by differential leveling and
 HM0456.adjusted by the NATIONAL GEODETIC SURVEY
 HM0456.in June 1991.
 HM0456
 HM0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0456.GEOID18 height accuracy estimate available here.
 HM0456
 HM0456.Click photographs - Photos may exist for this station.
 HM0456
 HM0456.The dynamic height is computed by dividing the NAVD 88
 HM0456.geopotential number by the normal gravity value computed on the
 HM0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0456.degrees latitude (g = 980.6199 gals.).
 HM0456
 HM0456.The modeled gravity was interpolated from observed gravity values.
 HM0456
 HM0456;                    North         East    Units  Estimated Accuracy
 HM0456;SPC UT S     - 3,075,650.      713,040.      MT  (+/- 180 meters Scaled)
 HM0456
 HM0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG686324(NAD 83)
 HM0456
 HM0456                          SUPERSEDED SURVEY CONTROL
 HM0456
 HM0456.No superseded survey control is available for this station.
 HM0456
 HM0456_MARKER: I = METAL ROD
 HM0456_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HM0456_STAMPING: G 379 1984
 HM0456_MARK LOGO: NGS
 HM0456_PROJECTION: FLUSH
 HM0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0456_ROD/PIPE-DEPTH: 4.0 meters
 HM0456
 HM0456  HISTORY     - Date     Condition        Report By
 HM0456  HISTORY     - 1984     MONUMENTED       NGS
 HM0456
 HM0456                          STATION DESCRIPTION
 HM0456
 HM0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0456'55.2 KM (34.3 MI) WEST FROM CORTEZ CO.
 HM0456'4.1 KM (2.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 160 FROM ITS WEST
 HM0456'JUNCTION WITH U.S. HIGHWAY 666 IN CORTEZ, THENCE 47.7 KM (29.65 MI)
 HM0456'WESTERLY ALONG A PAVED (TURNING TO GRAVEL) ROAD, THENCE 3.4 KM
 HM0456'(2.1 MI) NORTH AND WEST ALONG A PAVED ROAD, 0.3 KM (0.2 MI) SOUTHEAST
 HM0456'OF A DIRT ROAD LEADING NORTHEAST, 19.0 METERS (62.3 FT) SOUTHWEST OF
 HM0456'THE CENTER OF THE ROAD, AND 13.0 METERS (42.7 FT) SOUTHEAST OF THE
 HM0456'SOUTHEAST END OF A HIGHWAY CUT.  NOTE=ACCESS TO THE DATUM POINT IS
 HM0456'THROUGH A 5-INCH LOGO CAP.
 HM0456'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 HM0456'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0105 ***********************************************************************
 JO0105  DESIGNATION -  G 38
 JO0105  PID         -  JO0105
 JO0105  STATE/COUNTY-  UT/GARFIELD
 JO0105  COUNTRY     -  US
 JO0105  USGS QUAD   -  BULL RUSH PEAK (2017)
 JO0105
 JO0105                         *CURRENT SURVEY CONTROL
 JO0105  ______________________________________________________________________
 JO0105* NAD 83(1986) POSITION- 38 03 37.     (N) 112 20 57.     (W)   SCALED
 JO0105* NAVD 88 ORTHO HEIGHT -  1925.176 (meters)     6316.18  (feet) ADJUSTED
 JO0105  ______________________________________________________________________
 JO0105  GEOID HEIGHT    -        -19.609 (meters)                     GEOID18
 JO0105  DYNAMIC HEIGHT  -       1922.909 (meters)     6308.74  (feet) COMP
 JO0105  MODELED GRAVITY -    979,383.7   (mgal)                       NAVD 88
 JO0105
 JO0105  VERT ORDER      -  SECOND    CLASS 0
 JO0105
 JO0105.The horizontal coordinates were scaled from a map and have
 JO0105.an estimated accuracy of +/- 6 seconds.
 JO0105
 JO0105.The orthometric height was determined by differential leveling and
 JO0105.adjusted by the NATIONAL GEODETIC SURVEY
 JO0105.in June 1991.
 JO0105
 JO0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0105.GEOID18 height accuracy estimate available here.
 JO0105
 JO0105.Click photographs - Photos may exist for this station.
 JO0105
 JO0105.The dynamic height is computed by dividing the NAVD 88
 JO0105.geopotential number by the normal gravity value computed on the
 JO0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0105.degrees latitude (g = 980.6199 gals.).
 JO0105
 JO0105.The modeled gravity was interpolated from observed gravity values.
 JO0105
 JO0105;                    North         East    Units  Estimated Accuracy
 JO0105;SPC UT S     - 3,155,010.      425,480.      MT  (+/- 180 meters Scaled)
 JO0105
 JO0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH816133(NAD 83)
 JO0105
 JO0105                          SUPERSEDED SURVEY CONTROL
 JO0105
 JO0105  NGVD 29 (??/??/92) 1923.942  (m)         6312.13   (f) ADJ UNCH    2 0
 JO0105
 JO0105.Superseded values are not recommended for survey control.
 JO0105
 JO0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0105.See file dsdata.pdf to determine how the superseded data were derived.
 JO0105
 JO0105_MARKER: DB = BENCH MARK DISK
 JO0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0105_STAMPING: G 38 1934
 JO0105_MARK LOGO: CGS
 JO0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0105+STABILITY: SURFACE MOTION
 JO0105
 JO0105  HISTORY     - Date     Condition        Report By
 JO0105  HISTORY     - 1934     MONUMENTED       CGS
 JO0105  HISTORY     - 1966     GOOD             USGS
 JO0105
 JO0105                          STATION DESCRIPTION
 JO0105
 JO0105'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 JO0105'17.0 MI S FROM JUNCTION.
 JO0105'JUNCTION, 16.1 MILES SOUTH OF COURTHOUSE ALONG U.S. 89, 17.4 MILES
 JO0105'NORTH OF THE COURTHOUSE IN PANGUITCH, UTAH ALONG U.S. 89, 150 FT. WEST
 JO0105'OF THE CENTERLINE OF THE NEW HIGHWAY, 8 FT. SOUTH OF POLE 2017, AND
 JO0105'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0591 ***********************************************************************
 MS0591  DESIGNATION -  G 380
 MS0591  PID         -  MS0591
 MS0591  STATE/COUNTY-  UT/BOX ELDER
 MS0591  COUNTRY     -  US
 MS0591  USGS QUAD   -  LAKE RIDGE (2017)
 MS0591
 MS0591                         *CURRENT SURVEY CONTROL
 MS0591  ______________________________________________________________________
 MS0591* NAD 83(1986) POSITION- 41 38 29.     (N) 112 38 20.     (W)   SCALED
 MS0591* NAVD 88 ORTHO HEIGHT -  1484.145 (meters)     4869.23  (feet) ADJUSTED
 MS0591  ______________________________________________________________________
 MS0591  GEOID HEIGHT    -        -15.691 (meters)                     GEOID18
 MS0591  DYNAMIC HEIGHT  -       1483.103 (meters)     4865.81  (feet) COMP
 MS0591  MODELED GRAVITY -    979,868.7   (mgal)                       NAVD 88
 MS0591
 MS0591  VERT ORDER      -  FIRST     CLASS II
 MS0591
 MS0591.The horizontal coordinates were scaled from a map and have
 MS0591.an estimated accuracy of +/- 6 seconds.
 MS0591
 MS0591.The orthometric height was determined by differential leveling and
 MS0591.adjusted by the NATIONAL GEODETIC SURVEY
 MS0591.in June 1991.
 MS0591
 MS0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0591.GEOID18 height accuracy estimate available here.
 MS0591
 MS0591.Click photographs - Photos may exist for this station.
 MS0591
 MS0591.The dynamic height is computed by dividing the NAVD 88
 MS0591.geopotential number by the normal gravity value computed on the
 MS0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0591.degrees latitude (g = 980.6199 gals.).
 MS0591
 MS0591.The modeled gravity was interpolated from observed gravity values.
 MS0591
 MS0591;                    North         East    Units  Estimated Accuracy
 MS0591;SPC UT N     - 1,145,890.      405,120.      MT  (+/- 180 meters Scaled)
 MS0591
 MS0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM635112(NAD 83)
 MS0591
 MS0591                          SUPERSEDED SURVEY CONTROL
 MS0591
 MS0591.No superseded survey control is available for this station.
 MS0591
 MS0591_MARKER: I = METAL ROD
 MS0591_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0591_STAMPING: G 380 1984
 MS0591_MARK LOGO: NGS
 MS0591_PROJECTION: FLUSH
 MS0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0591_ROD/PIPE-DEPTH: 6.1 meters
 MS0591
 MS0591  HISTORY     - Date     Condition        Report By
 MS0591  HISTORY     - 1984     MONUMENTED       NGS
 MS0591
 MS0591                          STATION DESCRIPTION
 MS0591
 MS0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0591'9.8 KM (6.1 MI) NW FROM PROMONTORY.
 MS0591'1.58 KM (0.98 MI) NORTH ALONG A PAVED ROAD FROM THE GOLDEN SPIKE
 MS0591'MONUMENT IN PROMONTORY, THENCE 8.23 KM (5.12 MI) WEST ALONG A GRAVEL
 MS0591'ROAD, ACROSS THE ROAD FROM A FENCE T JUNCTION AND IN THE NORTH CORNER
 MS0591'OF A STREAM CROSSING, 8.9 METERS (29 FT) NORTHEAST OF THE CENTER OF
 MS0591'THE ROAD, 22.6 METERS (74 FT) EAST ACROSS THE ROAD FROM THE FENCE T
 MS0591'JUNCTION, 9.8 METERS (32 FT) NORTHWEST OF THE NORTHEAST END OF A
 MS0591'5-FOOT STEEL PIPE CULVERT UNDER THE ROAD AND 0.5 METER (1.5 FT)
 MS0591'SOUTHEAST OF THE FENCE.
 MS0591'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 MS0591'THE MARK IS 0.5 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0672 ***********************************************************************
 MS0672  DESIGNATION -  G 381
 MS0672  PID         -  MS0672
 MS0672  STATE/COUNTY-  UT/BOX ELDER
 MS0672  COUNTRY     -  US
 MS0672  USGS QUAD   -  LUCIN NE (2017)
 MS0672
 MS0672                         *CURRENT SURVEY CONTROL
 MS0672  ______________________________________________________________________
 MS0672* NAD 83(1986) POSITION- 41 25 39.     (N) 113 49 53.     (W)   SCALED
 MS0672* NAVD 88 ORTHO HEIGHT -  1404.577 (meters)     4608.18  (feet) ADJUSTED
 MS0672  ______________________________________________________________________
 MS0672  GEOID HEIGHT    -        -16.607 (meters)                     GEOID18
 MS0672  DYNAMIC HEIGHT  -       1403.559 (meters)     4604.84  (feet) COMP
 MS0672  MODELED GRAVITY -    979,849.6   (mgal)                       NAVD 88
 MS0672
 MS0672  VERT ORDER      -  FIRST     CLASS II
 MS0672
 MS0672.The horizontal coordinates were scaled from a map and have
 MS0672.an estimated accuracy of +/- 6 seconds.
 MS0672
 MS0672.The orthometric height was determined by differential leveling and
 MS0672.adjusted by the NATIONAL GEODETIC SURVEY
 MS0672.in June 1991.
 MS0672
 MS0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0672.GEOID18 height accuracy estimate available here.
 MS0672
 MS0672.Click photographs - Photos may exist for this station.
 MS0672
 MS0672.The dynamic height is computed by dividing the NAVD 88
 MS0672.geopotential number by the normal gravity value computed on the
 MS0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0672.degrees latitude (g = 980.6199 gals.).
 MS0672
 MS0672.The modeled gravity was interpolated from observed gravity values.
 MS0672
 MS0672;                    North         East    Units  Estimated Accuracy
 MS0672;SPC UT N     - 1,124,120.      305,150.      MT  (+/- 180 meters Scaled)
 MS0672
 MS0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL634900(NAD 83)
 MS0672
 MS0672                          SUPERSEDED SURVEY CONTROL
 MS0672
 MS0672.No superseded survey control is available for this station.
 MS0672
 MS0672_MARKER: I = METAL ROD
 MS0672_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0672_STAMPING: G 381 1984
 MS0672_MARK LOGO: NGS
 MS0672_PROJECTION: FLUSH
 MS0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0672_ROD/PIPE-DEPTH: 9.7 meters
 MS0672
 MS0672  HISTORY     - Date     Condition        Report By
 MS0672  HISTORY     - 1984     MONUMENTED       NGS
 MS0672
 MS0672                          STATION DESCRIPTION
 MS0672
 MS0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0672'70.6 KM (43.9 MI) SW FROM PARK VALLEY.
 MS0672'70.63 KM (43.90 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0672'AT PARK VALLEY, AT THE NORTHWEST EDGE OF A GRAVEL PIT AND IN THE
 MS0672'SOUTHEAST CORNER OF THE T JUNCTION OF A DIRT ROAD LEADING SOUTHWEST TO
 MS0672'RABBIT SPRINGS, 0.39 KM (0.24 MI) WEST OF MILEPOST 12, 31.4 METERS
 MS0672'(103 FT) SOUTH OF THE HIGHWAY CENTERLINE, 60.3 METERS (198 FT) EAST OF
 MS0672'THE CENTER OF THE DIRT ROAD, 43.9 METERS (144 FT) SOUTHEAST OF THE
 MS0672'EAST LEG OF WOOD BLM SIGN, 35.6 METERS (117 FT) SOUTHWEST OF THE SOUTH
 MS0672'END OF A 24-INCH CORRUGATED METAL PIPE CULVERT AND 2.7 METERS (9 FT)
 MS0672'EAST OF A POWER POLE.
 MS0672'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 MS0672'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0493 ***********************************************************************
 LN0493  DESIGNATION -  G 383
 LN0493  PID         -  LN0493
 LN0493  STATE/COUNTY-  UT/UINTAH
 LN0493  COUNTRY     -  US
 LN0493  USGS QUAD   -  DONKEY FLAT (2017)
 LN0493
 LN0493                         *CURRENT SURVEY CONTROL
 LN0493  ______________________________________________________________________
 LN0493* NAD 83(1986) POSITION- 40 36 45.     (N) 109 28 27.     (W)   SCALED
 LN0493* NAVD 88 ORTHO HEIGHT -  1882.368 (meters)     6175.74  (feet) ADJUSTED
 LN0493  ______________________________________________________________________
 LN0493  GEOID HEIGHT    -        -15.216 (meters)                     GEOID18
 LN0493  DYNAMIC HEIGHT  -       1880.622 (meters)     6170.01  (feet) COMP
 LN0493  MODELED GRAVITY -    979,630.6   (mgal)                       NAVD 88
 LN0493
 LN0493  VERT ORDER      -  FIRST     CLASS II
 LN0493
 LN0493.The horizontal coordinates were scaled from a map and have
 LN0493.an estimated accuracy of +/- 6 seconds.
 LN0493
 LN0493.The orthometric height was determined by differential leveling and
 LN0493.adjusted by the NATIONAL GEODETIC SURVEY
 LN0493.in June 1991.
 LN0493
 LN0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0493.GEOID18 height accuracy estimate available here.
 LN0493
 LN0493.Click photographs - Photos may exist for this station.
 LN0493
 LN0493.The dynamic height is computed by dividing the NAVD 88
 LN0493.geopotential number by the normal gravity value computed on the
 LN0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0493.degrees latitude (g = 980.6199 gals.).
 LN0493
 LN0493.The modeled gravity was interpolated from observed gravity values.
 LN0493
 LN0493;                    North         East    Units  Estimated Accuracy
 LN0493;SPC UT C     - 2,254,980.      671,420.      MT  (+/- 180 meters Scaled)
 LN0493
 LN0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK290968(NAD 83)
 LN0493
 LN0493                          SUPERSEDED SURVEY CONTROL
 LN0493
 LN0493.No superseded survey control is available for this station.
 LN0493
 LN0493_MARKER: I = METAL ROD
 LN0493_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0493+WITH SETTING: INFORMATION.
 LN0493_STAMPING: G 383 1984
 LN0493_MARK LOGO: NGS
 LN0493_PROJECTION: FLUSH
 LN0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0493_ROD/PIPE-DEPTH: 1.2 meters
 LN0493
 LN0493  HISTORY     - Date     Condition        Report By
 LN0493  HISTORY     - 1984     MONUMENTED       NGS
 LN0493
 LN0493                          STATION DESCRIPTION
 LN0493
 LN0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0493'21.1 KM (13.1 MI) NORTH FROM VERNAL.
 LN0493'21.1 KM (13.1 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0493'WITH U.S. HIGHWAY 40 IN VERNAL, ON TOP OF AND NEAR THE NORTHEAST END
 LN0493'OF A SMALL HIGHWAY CUT, 86.0 M (282.2 FT) SOUTHWEST OF MILEPOST 214,
 LN0493'31.7 M (104.0 FT) SOUTHWEST OF THE NORTHWEST END OF A 24-INCH METAL
 LN0493'CULVERT, 15.2 M (49.9 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LN0493'AND 9.5 M (31.2 FT) WEST OF THE NORTHEAST END OF THE HIGHWAY CUT.
 LN0493'NOTE=REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE DATUM POINT IS
 LN0493'THROUGH A 5-INCH LOGO CAP.
 LN0493'THE MARK IS 0.2 METERS  SE FROM  A WITNESS POST
 LN0493'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0429 ***********************************************************************
 LN0429  DESIGNATION -  G 385
 LN0429  PID         -  LN0429
 LN0429  STATE/COUNTY-  UT/DAGGETT
 LN0429  COUNTRY     -  US
 LN0429  USGS QUAD   -  MANILA (2017)
 LN0429
 LN0429                         *CURRENT SURVEY CONTROL
 LN0429  ______________________________________________________________________
 LN0429* NAD 83(1986) POSITION- 40 55 48.     (N) 109 43 30.     (W)   SCALED
 LN0429* NAVD 88 ORTHO HEIGHT -  1904.946 (meters)     6249.81  (feet) ADJUSTED
 LN0429  ______________________________________________________________________
 LN0429  GEOID HEIGHT    -        -13.638 (meters)                     GEOID18
 LN0429  DYNAMIC HEIGHT  -       1903.272 (meters)     6244.32  (feet) COMP
 LN0429  MODELED GRAVITY -    979,677.8   (mgal)                       NAVD 88
 LN0429
 LN0429  VERT ORDER      -  FIRST     CLASS II
 LN0429
 LN0429.The horizontal coordinates were scaled from a map and have
 LN0429.an estimated accuracy of +/- 6 seconds.
 LN0429
 LN0429.The orthometric height was determined by differential leveling and
 LN0429.adjusted by the NATIONAL GEODETIC SURVEY
 LN0429.in June 1991.
 LN0429
 LN0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0429.GEOID18 height accuracy estimate available here.
 LN0429
 LN0429.Click photographs - Photos may exist for this station.
 LN0429
 LN0429.The dynamic height is computed by dividing the NAVD 88
 LN0429.geopotential number by the normal gravity value computed on the
 LN0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0429.degrees latitude (g = 980.6199 gals.).
 LN0429
 LN0429.The modeled gravity was interpolated from observed gravity values.
 LN0429
 LN0429;                    North         East    Units  Estimated Accuracy
 LN0429;SPC UT N     - 1,067,790.      649,480.      MT  (+/- 180 meters Scaled)
 LN0429
 LN0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL073317(NAD 83)
 LN0429
 LN0429                          SUPERSEDED SURVEY CONTROL
 LN0429
 LN0429.No superseded survey control is available for this station.
 LN0429
 LN0429_MARKER: DV = VERTICAL CONTROL DISK
 LN0429_SETTING: 66 = SET IN ROCK OUTCROP
 LN0429_STAMPING: G 385 1984
 LN0429_MARK LOGO: NGS
 LN0429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0429+STABILITY: POSITION/ELEVATION WELL
 LN0429
 LN0429  HISTORY     - Date     Condition        Report By
 LN0429  HISTORY     - 1984     MONUMENTED       NGS
 LN0429
 LN0429                          STATION DESCRIPTION
 LN0429
 LN0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0429'9.1 KM (5.65 MI) SOUTH FROM MANILA.
 LN0429'9.1 KM (5.65 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0429'WITH STATE HIGHWAY 43 IN MANILA, 0.2 KM (0.1 MI) NORTH OF A PAVED ROAD
 LN0429'LEADING NORTHWEST TO SHEEP CREEK FCANYON, AT THE BASE OF A ROCK LEDGE,
 LN0429'18.4 M (60.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 10.0 M
 LN0429'32.8 FT) NORTH OF THE SOUTH END OF A ROCK LEDGE.
 LN0429'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LN0429'THE MARK IS 2.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0449 ***********************************************************************
 LN0449  DESIGNATION -  G 386
 LN0449  PID         -  LN0449
 LN0449  STATE/COUNTY-  UT/DAGGETT
 LN0449  COUNTRY     -  US
 LN0449  USGS QUAD   -  ELK PARK (2017)
 LN0449
 LN0449                         *CURRENT SURVEY CONTROL
 LN0449  ______________________________________________________________________
 LN0449* NAD 83(1986) POSITION- 40 50 30.     (N) 109 38 54.     (W)   SCALED
 LN0449* NAVD 88 ORTHO HEIGHT -  2455.430 (meters)     8055.86  (feet) ADJUSTED
 LN0449  ______________________________________________________________________
 LN0449  GEOID HEIGHT    -        -13.390 (meters)                     GEOID18
 LN0449  DYNAMIC HEIGHT  -       2453.053 (meters)     8048.06  (feet) COMP
 LN0449  MODELED GRAVITY -    979,566.4   (mgal)                       NAVD 88
 LN0449
 LN0449  VERT ORDER      -  FIRST     CLASS II
 LN0449
 LN0449.The horizontal coordinates were scaled from a map and have
 LN0449.an estimated accuracy of +/- 6 seconds.
 LN0449
 LN0449.The orthometric height was determined by differential leveling and
 LN0449.adjusted by the NATIONAL GEODETIC SURVEY
 LN0449.in June 1991.
 LN0449
 LN0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0449.GEOID18 height accuracy estimate available here.
 LN0449
 LN0449.Click photographs - Photos may exist for this station.
 LN0449
 LN0449.The dynamic height is computed by dividing the NAVD 88
 LN0449.geopotential number by the normal gravity value computed on the
 LN0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0449.degrees latitude (g = 980.6199 gals.).
 LN0449
 LN0449.The modeled gravity was interpolated from observed gravity values.
 LN0449
 LN0449;                    North         East    Units  Estimated Accuracy
 LN0449;SPC UT N     - 1,058,110.      656,150.      MT  (+/- 180 meters Scaled)
 LN0449
 LN0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL139220(NAD 83)
 LN0449
 LN0449                          SUPERSEDED SURVEY CONTROL
 LN0449
 LN0449.No superseded survey control is available for this station.
 LN0449
 LN0449_MARKER: DV = VERTICAL CONTROL DISK
 LN0449_SETTING: 66 = SET IN ROCK OUTCROP
 LN0449_STAMPING: G 386 1984
 LN0449_MARK LOGO: NGS
 LN0449_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0449+STABILITY: POSITION/ELEVATION WELL
 LN0449
 LN0449  HISTORY     - Date     Condition        Report By
 LN0449  HISTORY     - 1984     MONUMENTED       NGS
 LN0449
 LN0449                          STATION DESCRIPTION
 LN0449
 LN0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0449'29.3 KM (18.2 MI) SOUTH FROM MANILA.
 LN0449'29.3 KM (18.2 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0449'WITH STATE HIGHWAY 43 IN MANILA, 0.8 KM (0.5 MI) EAST OF MILEPOST 10,
 LN0449'1.4 KM (0.85 MI) SOUTHEAST OF A GRAVEL ROAD LEADING SOUTHWEST TO LEONA
 LN0449'SPRINGS TRAIL NO. 009, SET IN THE NORTHEASTERN 1/4 OF AN EXPOSED AREA
 LN0449'OF OUTCROPPING BEDROCK, AND 9.0 M (29.5 FT) NORTH-NORTHEAST OF THE
 LN0449'CENTERLINE OF THE HIGHWAY.
 LN0449'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LN0449'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0042 ***********************************************************************
 KN0042  DESIGNATION -  G 39
 KN0042  PID         -  KN0042
 KN0042  STATE/COUNTY-  UT/EMERY
 KN0042  COUNTRY     -  US
 KN0042  USGS QUAD   -  MEXICAN MOUNTAIN (2017)
 KN0042
 KN0042                         *CURRENT SURVEY CONTROL
 KN0042  ______________________________________________________________________
 KN0042* NAD 83(1986) POSITION- 39 01 55.     (N) 110 23 43.     (W)   SCALED
 KN0042* NAVD 88 ORTHO HEIGHT -  1387.169 (meters)     4551.07  (feet) ADJUSTED
 KN0042  ______________________________________________________________________
 KN0042  GEOID HEIGHT    -        -19.394 (meters)                     GEOID18
 KN0042  DYNAMIC HEIGHT  -       1385.821 (meters)     4546.65  (feet) COMP
 KN0042  MODELED GRAVITY -    979,608.1   (mgal)                       NAVD 88
 KN0042
 KN0042  VERT ORDER      -  SECOND    CLASS 0
 KN0042
 KN0042.The horizontal coordinates were scaled from a map and have
 KN0042.an estimated accuracy of +/- 6 seconds.
 KN0042
 KN0042.The orthometric height was determined by differential leveling and
 KN0042.adjusted by the NATIONAL GEODETIC SURVEY
 KN0042.in June 1991.
 KN0042
 KN0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0042.GEOID18 height accuracy estimate available here.
 KN0042
 KN0042.Click photographs - Photos may exist for this station.
 KN0042
 KN0042.The dynamic height is computed by dividing the NAVD 88
 KN0042.geopotential number by the normal gravity value computed on the
 KN0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0042.degrees latitude (g = 980.6199 gals.).
 KN0042
 KN0042.The modeled gravity was interpolated from observed gravity values.
 KN0042
 KN0042;                    North         East    Units  Estimated Accuracy
 KN0042;SPC UT C     - 2,078,150.      595,650.      MT  (+/- 180 meters Scaled)
 KN0042
 KN0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ523204(NAD 83)
 KN0042
 KN0042                          SUPERSEDED SURVEY CONTROL
 KN0042
 KN0042  NGVD 29 (??/??/92) 1386.167  (m)         4547.78   (f) ADJ UNCH    2 0
 KN0042
 KN0042.Superseded values are not recommended for survey control.
 KN0042
 KN0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0042.See file dsdata.pdf to determine how the superseded data were derived.
 KN0042
 KN0042_MARKER: DB = BENCH MARK DISK
 KN0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0042_STAMPING: G 39 1934
 KN0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0042+STABILITY: SURFACE MOTION
 KN0042
 KN0042  HISTORY     - Date     Condition        Report By
 KN0042  HISTORY     - 1934     MONUMENTED       CGS
 KN0042
 KN0042                          STATION DESCRIPTION
 KN0042
 KN0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0042'15.5 MI W FROM GREEN RIVER.
 KN0042'ABOUT 15.5 MILES WEST OF GREEN RIVER, EMERY COUNTY, ABOUT 10 MILES
 KN0042'ALONG THE TRAIL TO CASTLE DALE FROM U.S. HIGHWAY 50, ABOUT 300 YARDS
 KN0042'NORTHEAST OF THE NORTHEAST CORNER OF A CORRAL FENCE AROUND A CABIN
 KN0042'AMONG SPRINGS IN AN OASIS, AND ABOUT 30 FEET EAST OF THE TRAIL WHERE
 KN0042'IT DIVIDES TO THE CABIN.  A STANDARD DISK, STAMPED G 39 1934 AND SET
 KN0042'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0221 ***********************************************************************
 KO0221  DESIGNATION -  G 4
 KO0221  PID         -  KO0221
 KO0221  STATE/COUNTY-  UT/MILLARD
 KO0221  COUNTRY     -  US
 KO0221  USGS QUAD   -  DELTA (2017)
 KO0221
 KO0221                         *CURRENT SURVEY CONTROL
 KO0221  ______________________________________________________________________
 KO0221* NAD 83(1986) POSITION- 39 19 12.     (N) 112 36 36.     (W)   SCALED
 KO0221* NAVD 88 ORTHO HEIGHT -  1405.344 (meters)     4610.70  (feet) ADJUSTED
 KO0221  ______________________________________________________________________
 KO0221  GEOID HEIGHT    -        -19.643 (meters)                     GEOID18
 KO0221  DYNAMIC HEIGHT  -       1404.033 (meters)     4606.40  (feet) COMP
 KO0221  MODELED GRAVITY -    979,645.4   (mgal)                       NAVD 88
 KO0221
 KO0221  VERT ORDER      -  FIRST     CLASS II
 KO0221
 KO0221.The horizontal coordinates were scaled from a map and have
 KO0221.an estimated accuracy of +/- 6 seconds.
 KO0221
 KO0221.The orthometric height was determined by differential leveling and
 KO0221.adjusted by the NATIONAL GEODETIC SURVEY
 KO0221.in June 1991.
 KO0221
 KO0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0221.GEOID18 height accuracy estimate available here.
 KO0221
 KO0221.Click photographs - Photos may exist for this station.
 KO0221
 KO0221.The dynamic height is computed by dividing the NAVD 88
 KO0221.geopotential number by the normal gravity value computed on the
 KO0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0221.degrees latitude (g = 980.6199 gals.).
 KO0221
 KO0221.The modeled gravity was interpolated from observed gravity values.
 KO0221
 KO0221;                    North         East    Units  Estimated Accuracy
 KO0221;SPC UT C     - 2,110,130.      404,290.      MT  (+/- 180 meters Scaled)
 KO0221
 KO0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ612535(NAD 83)
 KO0221
 KO0221                          SUPERSEDED SURVEY CONTROL
 KO0221
 KO0221  NGVD 29 (??/??/92) 1404.226  (m)         4607.03   (f) ADJ UNCH    1 2
 KO0221
 KO0221.Superseded values are not recommended for survey control.
 KO0221
 KO0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0221.See file dsdata.pdf to determine how the superseded data were derived.
 KO0221
 KO0221_MARKER: P = PIPE CAP
 KO0221_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0221_STAMPING: ELEV. 4607.031 FT.
 KO0221_MARK LOGO: CGS
 KO0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0221
 KO0221  HISTORY     - Date     Condition        Report By
 KO0221  HISTORY     - 1908     MONUMENTED       CGS
 KO0221  HISTORY     - 1934     GOOD             CGS
 KO0221  HISTORY     - 1971     MARK NOT FOUND   NGS
 KO0221
 KO0221                          STATION DESCRIPTION
 KO0221
 KO0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0221'2 MI NE FROM OASIS.
 KO0221'ABOUT 2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM OASIS,
 KO0221'MILLARD COUNTY, ABOUT 12 POLES NORTHEAST OF MILE POLE 646, ABOUT 121
 KO0221'FEET NORTHEAST OF SIGNAL 6464, 62-1/2 FEET SOUTHEAST OF THE CENTER
 KO0221'LINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE GRADE.  A STANDARD
 KO0221'CAP, STAMPED ELEV. 4607.031 FT. AND FASTENED ON THE TOP OF AN IRON
 KO0221'PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 KO0221
 KO0221                          STATION RECOVERY (1971)
 KO0221
 KO0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KO0221'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0215 ***********************************************************************
 KN0215  DESIGNATION -  G 40
 KN0215  PID         -  KN0215
 KN0215  STATE/COUNTY-  UT/EMERY
 KN0215  COUNTRY     -  US
 KN0215  USGS QUAD   -  CASTLE DALE (2017)
 KN0215
 KN0215                         *CURRENT SURVEY CONTROL
 KN0215  ______________________________________________________________________
 KN0215* NAD 83(1986) POSITION- 39 12 41.9    (N) 111 01 00.8    (W)   HD_HELD2
 KN0215* NAVD 88 ORTHO HEIGHT -  1725.773 (meters)     5661.97  (feet) ADJUSTED
 KN0215  ______________________________________________________________________
 KN0215  GEOID HEIGHT    -        -17.407 (meters)                     GEOID18
 KN0215  DYNAMIC HEIGHT  -       1724.045 (meters)     5656.30  (feet) COMP
 KN0215  MODELED GRAVITY -    979,565.2   (mgal)                       NAVD 88
 KN0215
 KN0215  VERT ORDER      -  SECOND    CLASS 0
 KN0215
 KN0215.The horizontal coordinates were established by autonomous hand held GPS
 KN0215.observations and have an estimated accuracy of +/- 10 meters.
 KN0215
 KN0215.The orthometric height was determined by differential leveling and
 KN0215.adjusted by the NATIONAL GEODETIC SURVEY
 KN0215.in June 1991.
 KN0215
 KN0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0215.GEOID18 height accuracy estimate available here.
 KN0215
 KN0215.Click photographs - Photos may exist for this station.
 KN0215
 KN0215.The dynamic height is computed by dividing the NAVD 88
 KN0215.geopotential number by the normal gravity value computed on the
 KN0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0215.degrees latitude (g = 980.6199 gals.).
 KN0215
 KN0215.The modeled gravity was interpolated from observed gravity values.
 KN0215
 KN0215;                    North         East    Units  Estimated Accuracy
 KN0215;SPC UT C     - 2,097,622.      541,723.      MT  (+/- 10 meters HH2 GPS)
 KN0215
 KN0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ9854140262(NAD 83)
 KN0215
 KN0215                          SUPERSEDED SURVEY CONTROL
 KN0215
 KN0215  NGVD 29 (??/??/92) 1724.702  (m)         5658.46   (f) ADJ UNCH    2 0
 KN0215
 KN0215.Superseded values are not recommended for survey control.
 KN0215
 KN0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0215.See file dsdata.pdf to determine how the superseded data were derived.
 KN0215
 KN0215_MARKER: DB = BENCH MARK DISK
 KN0215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0215_SP_SET: BRICK WALL
 KN0215_STAMPING: G 40 1934
 KN0215_MARK LOGO: CGS
 KN0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KN0215+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2009
 KN0215
 KN0215  HISTORY     - Date     Condition        Report By
 KN0215  HISTORY     - 1934     MONUMENTED       CGS
 KN0215  HISTORY     - 20091022 GOOD             GEOCAC
 KN0215
 KN0215                          STATION DESCRIPTION
 KN0215
 KN0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0215'IN CASTLE DALE.
 KN0215'AT CASTLE DALE, EMERY COUNTY, IN THE NORTH BRICK WALL OF THE ABSTRACT
 KN0215'OFFICE BUILDING ACROSS THE STREET FROM A HOTEL, WEST OF THE DOOR, AND
 KN0215'5 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED G 40 1934 AND SET
 KN0215'VERTICALLY.
 KN0215
 KN0215                          STATION RECOVERY (2009)
 KN0215
 KN0215'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 KN0215'BUILDING NOW HOUSES A PHYSICAL THERAPY BUSINESS.  THE HOTEL BUILDING
 KN0215'STILL STANDS ACROSS THE STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0226 ***********************************************************************
 KN0226  DESIGNATION -  G 41
 KN0226  PID         -  KN0226
 KN0226  STATE/COUNTY-  UT/EMERY
 KN0226  COUNTRY     -  US
 KN0226  USGS QUAD   -  JOES VALLEY RESERVOIR (2017)
 KN0226
 KN0226                         *CURRENT SURVEY CONTROL
 KN0226  ______________________________________________________________________
 KN0226* NAD 83(1986) POSITION- 39 17 20.     (N) 111 16 19.     (W)   SCALED
 KN0226* NAVD 88 ORTHO HEIGHT -  2086.036 (meters)     6843.94  (feet) ADJUSTED
 KN0226  ______________________________________________________________________
 KN0226  GEOID HEIGHT    -        -16.271 (meters)                     GEOID18
 KN0226  DYNAMIC HEIGHT  -       2083.651 (meters)     6836.11  (feet) COMP
 KN0226  MODELED GRAVITY -    979,410.0   (mgal)                       NAVD 88
 KN0226
 KN0226  VERT ORDER      -  SECOND    CLASS 0
 KN0226
 KN0226.The horizontal coordinates were scaled from a map and have
 KN0226.an estimated accuracy of +/- 6 seconds.
 KN0226
 KN0226.The orthometric height was determined by differential leveling and
 KN0226.adjusted by the NATIONAL GEODETIC SURVEY
 KN0226.in June 1991.
 KN0226
 KN0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0226.GEOID18 height accuracy estimate available here.
 KN0226
 KN0226.Click photographs - Photos may exist for this station.
 KN0226
 KN0226.The dynamic height is computed by dividing the NAVD 88
 KN0226.geopotential number by the normal gravity value computed on the
 KN0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0226.degrees latitude (g = 980.6199 gals.).
 KN0226
 KN0226.The modeled gravity was interpolated from observed gravity values.
 KN0226
 KN0226;                    North         East    Units  Estimated Accuracy
 KN0226;SPC UT C     - 2,106,110.      519,670.      MT  (+/- 180 meters Scaled)
 KN0226
 KN0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ765488(NAD 83)
 KN0226
 KN0226                          SUPERSEDED SURVEY CONTROL
 KN0226
 KN0226  NGVD 29 (??/??/92) 2084.682  (m)         6839.49   (f) ADJ UNCH    2 0
 KN0226
 KN0226.Superseded values are not recommended for survey control.
 KN0226
 KN0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0226.See file dsdata.pdf to determine how the superseded data were derived.
 KN0226
 KN0226_MARKER: DB = BENCH MARK DISK
 KN0226_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0226_SP_SET: RETAINING WALL
 KN0226_STAMPING: G 41 1934
 KN0226_MARK LOGO: CGS
 KN0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0226+STABILITY: SURFACE MOTION
 KN0226
 KN0226  HISTORY     - Date     Condition        Report By
 KN0226  HISTORY     - 1934     MONUMENTED       CGS
 KN0226  HISTORY     - 1966     MARK NOT FOUND   USGS
 KN0226
 KN0226                          STATION DESCRIPTION
 KN0226
 KN0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0226'13.7 MI W FROM ORANGEVILLE.
 KN0226'ABOUT 13.7 MILES WEST ALONG STATE HIGHWAY 29 FROM THE PUBLIC SCHOOL AT
 KN0226'ORANGEVILLE, EMERY COUNTY, AT CIVILIAN CONSERVATION CORPS CAMP
 KN0226'959-F-10, AT A BRIDGE OVER A RIVER, AND IN THE TOP OF THE SOUTHERNMOST
 KN0226'STONE AT THE NORTHEAST CORNER OF THE STONE RETAINING WALL. A STANDARD
 KN0226'DISK, STAMPED G 41 1934.
 KN0226
 KN0226                          STATION RECOVERY (1966)
 KN0226
 KN0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0226'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0332 ***********************************************************************
 KN0332  DESIGNATION -  G 42
 KN0332  PID         -  KN0332
 KN0332  STATE/COUNTY-  UT/UTAH
 KN0332  COUNTRY     -  US
 KN0332  USGS QUAD   -  SPENCER CANYON (2017)
 KN0332
 KN0332                         *CURRENT SURVEY CONTROL
 KN0332  ______________________________________________________________________
 KN0332* NAD 83(1986) POSITION- 39 49 56.     (N) 111 31 02.     (W)   SCALED
 KN0332* NAVD 88 ORTHO HEIGHT -  1780.329 (meters)     5840.96  (feet) POSTED
 KN0332  ______________________________________________________________________
 KN0332  GEOID HEIGHT    -        -16.716 (meters)                     GEOID18
 KN0332  DYNAMIC HEIGHT  -       1778.58  (meters)     5835.2   (feet) COMP
 KN0332  MODELED GRAVITY -    979,580.9   (mgal)                       NAVD 88
 KN0332
 KN0332  VERT ORDER      -  * POSTED, SEE BELOW
 KN0332
 KN0332.The horizontal coordinates were scaled from a map and have
 KN0332.an estimated accuracy of +/- 6 seconds.
 KN0332
 KN0332.The orthometric height was determined by differential leveling
 KN0332.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KN0332
 KN0332.* This is a POSTED BENCH MARK height.
 KN0332
 KN0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0332.GEOID18 height accuracy estimate available here.
 KN0332
 KN0332.Click photographs - Photos may exist for this station.
 KN0332
 KN0332.The dynamic height is computed by dividing the NAVD 88
 KN0332.geopotential number by the normal gravity value computed on the
 KN0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0332.degrees latitude (g = 980.6199 gals.).
 KN0332
 KN0332.The modeled gravity was interpolated from observed gravity values.
 KN0332
 KN0332;                    North         East    Units  Estimated Accuracy
 KN0332;SPC UT C     - 2,166,400.      498,530.      MT  (+/- 180 meters Scaled)
 KN0332
 KN0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK557092(NAD 83)
 KN0332
 KN0332                          SUPERSEDED SURVEY CONTROL
 KN0332
 KN0332  NGVD 29 (??/??/92) 1779.177  (m)         5837.18   (f) ADJ UNCH    2 0
 KN0332
 KN0332.Superseded values are not recommended for survey control.
 KN0332
 KN0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0332.See file dsdata.pdf to determine how the superseded data were derived.
 KN0332
 KN0332_MARKER: DB = BENCH MARK DISK
 KN0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0332_STAMPING: G 42 1934
 KN0332_MARK LOGO: CGS
 KN0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0332+STABILITY: SURFACE MOTION
 KN0332
 KN0332  HISTORY     - Date     Condition        Report By
 KN0332  HISTORY     - 1934     MONUMENTED       CGS
 KN0332  HISTORY     - 1975     MARK NOT FOUND   USGS
 KN0332
 KN0332                          STATION DESCRIPTION
 KN0332
 KN0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0332'12.5 MI S FROM THISTLE.
 KN0332'ABOUT 12.5 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN
 KN0332'RAILROAD FROM THE STATION AT THISTLE, UTAH COUNTY, ABOUT 1/4 MILE
 KN0332'NORTH OF MILEPOST 13, IN LOW BOGGY GROUND, 42 FEET EAST OF THE TRACK,
 KN0332'IN LINE WITH THE RIGHT-OF-WAY FENCE, AND IN LINE WITH A ROW OF POLES.
 KN0332'A STANDARD DISK, STAMPED G 42 1934 AND SET IN THE TOP OF A CONCRETE
 KN0332'POST.
 KN0332
 KN0332                          STATION RECOVERY (1975)
 KN0332
 KN0332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KN0332'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0260 ***********************************************************************
 KN0260  DESIGNATION -  G 43
 KN0260  PID         -  KN0260
 KN0260  STATE/COUNTY-  UT/SANPETE
 KN0260  COUNTRY     -  US
 KN0260  USGS QUAD   -  EPHRAIM (2017)
 KN0260
 KN0260                         *CURRENT SURVEY CONTROL
 KN0260  ______________________________________________________________________
 KN0260* NAD 83(1986) POSITION- 39 17 54.     (N) 111 37 20.     (W)   SCALED
 KN0260* NAVD 88 ORTHO HEIGHT -  1668.001 (meters)     5472.43  (feet) ADJUSTED
 KN0260  ______________________________________________________________________
 KN0260  GEOID HEIGHT    -        -17.521 (meters)                     GEOID18
 KN0260  DYNAMIC HEIGHT  -       1666.285 (meters)     5466.80  (feet) COMP
 KN0260  MODELED GRAVITY -    979,540.3   (mgal)                       NAVD 88
 KN0260
 KN0260  VERT ORDER      -  SECOND    CLASS 0
 KN0260
 KN0260.The horizontal coordinates were scaled from a map and have
 KN0260.an estimated accuracy of +/- 6 seconds.
 KN0260
 KN0260.The orthometric height was determined by differential leveling and
 KN0260.adjusted by the NATIONAL GEODETIC SURVEY
 KN0260.in June 1991.
 KN0260
 KN0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0260.GEOID18 height accuracy estimate available here.
 KN0260
 KN0260.Click photographs - Photos may exist for this station.
 KN0260
 KN0260.The dynamic height is computed by dividing the NAVD 88
 KN0260.geopotential number by the normal gravity value computed on the
 KN0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0260.degrees latitude (g = 980.6199 gals.).
 KN0260
 KN0260.The modeled gravity was interpolated from observed gravity values.
 KN0260
 KN0260;                    North         East    Units  Estimated Accuracy
 KN0260;SPC UT C     - 2,107,140.      489,460.      MT  (+/- 180 meters Scaled)
 KN0260
 KN0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ463500(NAD 83)
 KN0260
 KN0260                          SUPERSEDED SURVEY CONTROL
 KN0260
 KN0260  NGVD 29 (??/??/92) 1666.822  (m)         5468.57   (f) ADJ UNCH    2 0
 KN0260
 KN0260.Superseded values are not recommended for survey control.
 KN0260
 KN0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0260.See file dsdata.pdf to determine how the superseded data were derived.
 KN0260
 KN0260_MARKER: DB = BENCH MARK DISK
 KN0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0260_STAMPING: G 43 1934
 KN0260_MARK LOGO: CGS
 KN0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0260+STABILITY: SURFACE MOTION
 KN0260
 KN0260  HISTORY     - Date     Condition        Report By
 KN0260  HISTORY     - 1934     MONUMENTED       CGS
 KN0260  HISTORY     - 1964     MARK NOT FOUND   USGS
 KN0260
 KN0260                          STATION DESCRIPTION
 KN0260
 KN0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0260'3.0 MI N FROM MANTI.
 KN0260'ABOUT 3.0 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0260'FROM THE W.W. BROWN BUILDING AT MANTI, SANPETE COUNTY, AT MILEAGE
 KN0260'58.5, ABOUT 4 RAILS NORTH OF A CROSSING, 30 FEET EAST OF THE CENTER
 KN0260'LINE OF THE TRACK, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND IN LINE
 KN0260'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED G 43 1934 AND SET IN
 KN0260'THE TOP OF A CONCRETE POST.
 KN0260
 KN0260                          STATION RECOVERY (1964)
 KN0260
 KN0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KN0260'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0302 ***********************************************************************
 KN0302  DESIGNATION -  G 44
 KN0302  PID         -  KN0302
 KN0302  STATE/COUNTY-  UT/JUAB
 KN0302  COUNTRY     -  US
 KN0302  USGS QUAD   -  FOUNTAIN GREEN NORTH (2017)
 KN0302
 KN0302                         *CURRENT SURVEY CONTROL
 KN0302  ______________________________________________________________________
 KN0302* NAD 83(1986) POSITION- 39 42 10.     (N) 111 42 11.     (W)   SCALED
 KN0302* NAVD 88 ORTHO HEIGHT -  1847.517 (meters)     6061.40  (feet) ADJUSTED
 KN0302  ______________________________________________________________________
 KN0302  GEOID HEIGHT    -        -17.178 (meters)                     GEOID18
 KN0302  DYNAMIC HEIGHT  -       1845.673 (meters)     6055.35  (feet) COMP
 KN0302  MODELED GRAVITY -    979,563.0   (mgal)                       NAVD 88
 KN0302
 KN0302  VERT ORDER      -  SECOND    CLASS 0
 KN0302
 KN0302.The horizontal coordinates were scaled from a map and have
 KN0302.an estimated accuracy of +/- 6 seconds.
 KN0302
 KN0302.The orthometric height was determined by differential leveling and
 KN0302.adjusted by the NATIONAL GEODETIC SURVEY
 KN0302.in June 1991.
 KN0302
 KN0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0302.GEOID18 height accuracy estimate available here.
 KN0302
 KN0302.Click photographs - Photos may exist for this station.
 KN0302
 KN0302.The dynamic height is computed by dividing the NAVD 88
 KN0302.geopotential number by the normal gravity value computed on the
 KN0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0302.degrees latitude (g = 980.6199 gals.).
 KN0302
 KN0302.The modeled gravity was interpolated from observed gravity values.
 KN0302
 KN0302;                    North         East    Units  Estimated Accuracy
 KN0302;SPC UT C     - 2,152,050.      482,590.      MT  (+/- 180 meters Scaled)
 KN0302
 KN0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ397950(NAD 83)
 KN0302
 KN0302                          SUPERSEDED SURVEY CONTROL
 KN0302
 KN0302  NGVD 29 (??/??/92) 1846.268  (m)         6057.30   (f) ADJ UNCH    2 0
 KN0302
 KN0302.Superseded values are not recommended for survey control.
 KN0302
 KN0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0302.See file dsdata.pdf to determine how the superseded data were derived.
 KN0302
 KN0302_MARKER: DB = BENCH MARK DISK
 KN0302_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0302_SP_SET: CULVERT HEADWALL
 KN0302_STAMPING: G 44 1934
 KN0302_MARK LOGO: CGS
 KN0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0302+STABILITY: SURFACE MOTION
 KN0302
 KN0302  HISTORY     - Date     Condition        Report By
 KN0302  HISTORY     - 1934     MONUMENTED       CGS
 KN0302  HISTORY     - 1951     GOOD             USGS
 KN0302  HISTORY     - 1977     MARK NOT FOUND   USGS
 KN0302
 KN0302                          STATION DESCRIPTION
 KN0302
 KN0302'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 KN0302'6.8 MI NW FROM FOUNTAIN GREEN.
 KN0302'FOUNTAIN GREEN P.O., 6.8 MI. NW. OF ALONG STATE HWY. 11, 10 FT. N. OF
 KN0302'CENTER OF HWY. 11.  IN TOP OF CONC. CULVERT HEADWALL-- STANDARD U.S.C
 KN0302'AND G.S. TABLET STAMPED G 44 1934.
 KN0302
 KN0302                          STATION RECOVERY (1977)
 KN0302
 KN0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 KN0302'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0076 ***********************************************************************
 KO0076  DESIGNATION -  G 45
 KO0076  PID         -  KO0076
 KO0076  STATE/COUNTY-  UT/MILLARD
 KO0076  COUNTRY     -  US
 KO0076  USGS QUAD   -  CHAMPLIN PEAK (2017)
 KO0076
 KO0076                         *CURRENT SURVEY CONTROL
 KO0076  ______________________________________________________________________
 KO0076* NAD 83(1986) POSITION- 39 32 47.     (N) 112 14 01.     (W)   SCALED
 KO0076* NAVD 88 ORTHO HEIGHT -  1451.328 (meters)     4761.57  (feet) ADJUSTED
 KO0076  ______________________________________________________________________
 KO0076  GEOID HEIGHT    -        -18.206 (meters)                     GEOID18
 KO0076  DYNAMIC HEIGHT  -       1450.013 (meters)     4757.25  (feet) COMP
 KO0076  MODELED GRAVITY -    979,669.9   (mgal)                       NAVD 88
 KO0076
 KO0076  VERT ORDER      -  SECOND    CLASS 0
 KO0076
 KO0076.The horizontal coordinates were scaled from a map and have
 KO0076.an estimated accuracy of +/- 6 seconds.
 KO0076
 KO0076.The orthometric height was determined by differential leveling and
 KO0076.adjusted by the NATIONAL GEODETIC SURVEY
 KO0076.in June 1991.
 KO0076
 KO0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0076.GEOID18 height accuracy estimate available here.
 KO0076
 KO0076.Click photographs - Photos may exist for this station.
 KO0076
 KO0076.The dynamic height is computed by dividing the NAVD 88
 KO0076.geopotential number by the normal gravity value computed on the
 KO0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0076.degrees latitude (g = 980.6199 gals.).
 KO0076
 KO0076.The modeled gravity was interpolated from observed gravity values.
 KO0076
 KO0076;                    North         East    Units  Estimated Accuracy
 KO0076;SPC UT C     - 2,134,930.      436,950.      MT  (+/- 180 meters Scaled)
 KO0076
 KO0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ940781(NAD 83)
 KO0076
 KO0076                          SUPERSEDED SURVEY CONTROL
 KO0076
 KO0076  NGVD 29 (??/??/92) 1450.185  (m)         4757.82   (f) ADJ UNCH    2 0
 KO0076
 KO0076.Superseded values are not recommended for survey control.
 KO0076
 KO0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0076.See file dsdata.pdf to determine how the superseded data were derived.
 KO0076
 KO0076_MARKER: DB = BENCH MARK DISK
 KO0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0076_STAMPING: G 45 1934
 KO0076_MARK LOGO: CGS
 KO0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0076+STABILITY: SURFACE MOTION
 KO0076
 KO0076  HISTORY     - Date     Condition        Report By
 KO0076  HISTORY     - 1934     MONUMENTED       CGS
 KO0076
 KO0076                          STATION DESCRIPTION
 KO0076
 KO0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0076'8.0 MI NE FROM LYNNDYL.
 KO0076'ABOUT 8.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KO0076'STATION AT LYNNDYL, MILLARD COUNTY, ABOUT 3 POLES WEST OF MILEPOST
 KO0076'674, 96 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND NEAR THE
 KO0076'RIGHT-OF-WAY LINE.  A STANDARD DISK, STAMPED G 45 1934 AND SET IN THE
 KO0076'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0056 ***********************************************************************
 JO0056  DESIGNATION -  G 46
 JO0056  PID         -  JO0056
 JO0056  STATE/COUNTY-  UT/MILLARD
 JO0056  COUNTRY     -  US
 JO0056  USGS QUAD   -  FILLMORE (2017)
 JO0056
 JO0056                         *CURRENT SURVEY CONTROL
 JO0056  ______________________________________________________________________
 JO0056* NAD 83(1986) POSITION- 38 56 27.     (N) 112 21 20.     (W)   SCALED
 JO0056* NAVD 88 ORTHO HEIGHT -  1520.160 (meters)     4987.39  (feet) ADJUSTED
 JO0056  ______________________________________________________________________
 JO0056  GEOID HEIGHT    -        -18.878 (meters)                     GEOID18
 JO0056  DYNAMIC HEIGHT  -       1518.674 (meters)     4982.52  (feet) COMP
 JO0056  MODELED GRAVITY -    979,597.3   (mgal)                       NAVD 88
 JO0056
 JO0056  VERT ORDER      -  SECOND    CLASS 0
 JO0056
 JO0056.The horizontal coordinates were scaled from a map and have
 JO0056.an estimated accuracy of +/- 6 seconds.
 JO0056
 JO0056.The orthometric height was determined by differential leveling and
 JO0056.adjusted by the NATIONAL GEODETIC SURVEY
 JO0056.in June 1991.
 JO0056
 JO0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0056.GEOID18 height accuracy estimate available here.
 JO0056
 JO0056.Click photographs - Photos may exist for this station.
 JO0056
 JO0056.The dynamic height is computed by dividing the NAVD 88
 JO0056.geopotential number by the normal gravity value computed on the
 JO0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0056.degrees latitude (g = 980.6199 gals.).
 JO0056
 JO0056.The modeled gravity was interpolated from observed gravity values.
 JO0056
 JO0056;                    North         East    Units  Estimated Accuracy
 JO0056;SPC UT C     - 2,067,800.      425,820.      MT  (+/- 180 meters Scaled)
 JO0056
 JO0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ825110(NAD 83)
 JO0056
 JO0056                          SUPERSEDED SURVEY CONTROL
 JO0056
 JO0056  NGVD 29 (??/??/92) 1519.058  (m)         4983.78   (f) ADJ UNCH    2 0
 JO0056
 JO0056.Superseded values are not recommended for survey control.
 JO0056
 JO0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0056.See file dsdata.pdf to determine how the superseded data were derived.
 JO0056
 JO0056_MARKER: DB = BENCH MARK DISK
 JO0056_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0056_SP_SET: CULVERT HEADWALL
 JO0056_STAMPING: G 46 1934
 JO0056_MARK LOGO: CGS
 JO0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0056+STABILITY: SURFACE MOTION
 JO0056
 JO0056  HISTORY     - Date     Condition        Report By
 JO0056  HISTORY     - 1934     MONUMENTED       CGS
 JO0056
 JO0056                          STATION DESCRIPTION
 JO0056
 JO0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0056'2.8 MI SW FROM FILLMORE.
 JO0056'ABOUT 2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE COURTHOUSE AT
 JO0056'FILLMORE, MILLARD COUNTY, AT A CULVERT, IN THE TOP OF THE WEST HEAD
 JO0056'WALL, AND 8 FEET EAST OF A ROW OF POLES.  A STANDARD DISK, STAMPED G
 JO0056'46 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0674 ***********************************************************************
 JO0674  DESIGNATION -  G 47 RESET
 JO0674  PID         -  JO0674
 JO0674  STATE/COUNTY-  UT/PIUTE
 JO0674  COUNTRY     -  US
 JO0674  USGS QUAD   -  PHONOLITE HILL (2017)
 JO0674
 JO0674                         *CURRENT SURVEY CONTROL
 JO0674  ______________________________________________________________________
 JO0674* NAD 83(1986) POSITION- 38 10 02.     (N) 112 01 16.     (W)   SCALED
 JO0674* NAVD 88 ORTHO HEIGHT -  1944.81  (meters)     6380.6   (feet) RESET
 JO0674  ______________________________________________________________________
 JO0674  GEOID HEIGHT    -        -18.754 (meters)                     GEOID18
 JO0674  VERT ORDER      -  THIRD
 JO0674
 JO0674.The horizontal coordinates were scaled from a map and have
 JO0674.an estimated accuracy of +/- 6 seconds.
 JO0674
 JO0674.The orthometric height was computed from unverified reset data.
 JO0674
 JO0674.No vertical observational check was made to the station.
 JO0674
 JO0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0674.GEOID18 height accuracy estimate available here.
 JO0674
 JO0674.Click photographs - Photos may exist for this station.
 JO0674
 JO0674;                    North         East    Units  Estimated Accuracy
 JO0674;SPC UT S     - 3,166,670.      454,340.      MT  (+/- 180 meters Scaled)
 JO0674
 JO0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH105248(NAD 83)
 JO0674
 JO0674                          SUPERSEDED SURVEY CONTROL
 JO0674
 JO0674  NGVD 29 (07/25/12) 1943.56   (m)         6376.5    (f) RESET       3  
 JO0674
 JO0674.Superseded values are not recommended for survey control.
 JO0674
 JO0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0674.See file dsdata.pdf to determine how the superseded data were derived.
 JO0674
 JO0674_MARKER: DV = VERTICAL CONTROL DISK
 JO0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0674_STAMPING: G 47 RESET 1979
 JO0674_MARK LOGO: NGS
 JO0674_MAGNETIC: N = NO MAGNETIC MATERIAL
 JO0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0674+STABILITY: SURFACE MOTION
 JO0674
 JO0674  HISTORY     - Date     Condition        Report By
 JO0674  HISTORY     - 1979     MONUMENTED       UTDH
 JO0674
 JO0674                          STATION DESCRIPTION
 JO0674
 JO0674'DESCRIBED BY UTAH STATE DEPARTMENT OF HIGHWAYS 1979
 JO0674'4.3 MILES (6.9 KM) NORTH ALONG STATE HIGHWAY 22 FROM THE SOUTH
 JO0674'EDGE OF ANTIMONY, AT JUNCTION OF STATE HIGHWAY 62 AND 22 AT OTTER
 JO0674'CREEK RESERVOIR OUTLET, ABOUT 200 FEET (61.0 M) SOUTHEAST OF THE
 JO0674'SOUTH END OF THE DAM, ABOUT 75 FEET (22.9 M) NORTHEAST OF A RANCH
 JO0674'CORRAL, 50 FEET (15.2 M) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 22
 JO0674'AND OUTSIDE OF HIGHWAY RIGHT OF WAY FENCE, SET IN THE TOP OF A
 JO0674'CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0143 ***********************************************************************
 JO0143  DESIGNATION -  G 48
 JO0143  PID         -  JO0143
 JO0143  STATE/COUNTY-  UT/PIUTE
 JO0143  COUNTRY     -  US
 JO0143  USGS QUAD   -  PHONOLITE HILL (2017)
 JO0143
 JO0143                         *CURRENT SURVEY CONTROL
 JO0143  ______________________________________________________________________
 JO0143* NAD 83(1986) POSITION- 38 10 34.     (N) 112 03 51.     (W)   SCALED
 JO0143* NAVD 88 ORTHO HEIGHT -  1933.931 (meters)     6344.91  (feet) ADJUSTED
 JO0143  ______________________________________________________________________
 JO0143  GEOID HEIGHT    -        -18.868 (meters)                     GEOID18
 JO0143  DYNAMIC HEIGHT  -       1931.681 (meters)     6337.52  (feet) COMP
 JO0143  MODELED GRAVITY -    979,397.0   (mgal)                       NAVD 88
 JO0143
 JO0143  VERT ORDER      -  SECOND    CLASS 0
 JO0143
 JO0143.The horizontal coordinates were scaled from a map and have
 JO0143.an estimated accuracy of +/- 6 seconds.
 JO0143
 JO0143.The orthometric height was determined by differential leveling and
 JO0143.adjusted by the NATIONAL GEODETIC SURVEY
 JO0143.in June 1991.
 JO0143
 JO0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0143.GEOID18 height accuracy estimate available here.
 JO0143
 JO0143.Click photographs - Photos may exist for this station.
 JO0143
 JO0143.The dynamic height is computed by dividing the NAVD 88
 JO0143.geopotential number by the normal gravity value computed on the
 JO0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0143.degrees latitude (g = 980.6199 gals.).
 JO0143
 JO0143.The modeled gravity was interpolated from observed gravity values.
 JO0143
 JO0143;                    North         East    Units  Estimated Accuracy
 JO0143;SPC UT S     - 3,167,680.      450,570.      MT  (+/- 180 meters Scaled)
 JO0143
 JO0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH067258(NAD 83)
 JO0143
 JO0143                          SUPERSEDED SURVEY CONTROL
 JO0143
 JO0143  NGVD 29 (??/??/92) 1932.672  (m)         6340.77   (f) ADJ UNCH    2 0
 JO0143
 JO0143.Superseded values are not recommended for survey control.
 JO0143
 JO0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0143.See file dsdata.pdf to determine how the superseded data were derived.
 JO0143
 JO0143_MARKER: DB = BENCH MARK DISK
 JO0143_SETTING: 66 = SET IN ROCK OUTCROP
 JO0143_STAMPING: G 48 1934
 JO0143_MARK LOGO: CGS
 JO0143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0143+STABILITY: POSITION/ELEVATION WELL
 JO0143
 JO0143  HISTORY     - Date     Condition        Report By
 JO0143  HISTORY     - 1934     MONUMENTED       CGS
 JO0143  HISTORY     - 1971     GOOD             USGS
 JO0143
 JO0143                          STATION DESCRIPTION
 JO0143
 JO0143'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0143'2.8 MI W FROM ANTIMONY.
 JO0143'IN PIUTE COUNTY, ABOUT 2.5 MILES WEST OF THE JUNCTION OF STATE
 JO0143'HIGHWAYS 62 AND 22, AT A CURVE AND T ROAD SOUTH, ABOUT 500 FEET NORTH
 JO0143'OF THE T ROAD 30 FEET NORTH OF THE CENTER OF THE OLD ROAD, AT THE FOOT
 JO0143'OF A CLIFF WITH ROCK BROKEN AND ROLLED DOWN TO THE EDGE OF THE OLD
 JO0143'HIGHWAY, AND IN THE TOP OF A LARGE ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0305 ***********************************************************************
 JN0305  DESIGNATION -  G 50=7833
 JN0305  PID         -  JN0305
 JN0305  STATE/COUNTY-  UT/SEVIER
 JN0305  COUNTRY     -  US
 JN0305  USGS QUAD   -  OLD WOMAN PLATEAU (2017)
 JN0305
 JN0305                         *CURRENT SURVEY CONTROL
 JN0305  ______________________________________________________________________
 JN0305* NAD 83(1986) POSITION- 38 46 42.     (N) 111 28 57.     (W)   SCALED
 JN0305* NAVD 88 ORTHO HEIGHT -  2389.103 (meters)     7838.25  (feet) ADJUSTED
 JN0305  ______________________________________________________________________
 JN0305  GEOID HEIGHT    -        -17.347 (meters)                     GEOID18
 JN0305  DYNAMIC HEIGHT  -       2386.319 (meters)     7829.11  (feet) COMP
 JN0305  MODELED GRAVITY -    979,376.3   (mgal)                       NAVD 88
 JN0305
 JN0305  VERT ORDER      -  SECOND    CLASS 0
 JN0305
 JN0305.The horizontal coordinates were scaled from a map and have
 JN0305.an estimated accuracy of +/- 6 seconds.
 JN0305
 JN0305.The orthometric height was determined by differential leveling and
 JN0305.adjusted by the NATIONAL GEODETIC SURVEY
 JN0305.in June 1991.
 JN0305
 JN0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0305.GEOID18 height accuracy estimate available here.
 JN0305
 JN0305.Click photographs - Photos may exist for this station.
 JN0305
 JN0305.The dynamic height is computed by dividing the NAVD 88
 JN0305.geopotential number by the normal gravity value computed on the
 JN0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0305.degrees latitude (g = 980.6199 gals.).
 JN0305
 JN0305.The modeled gravity was interpolated from observed gravity values.
 JN0305
 JN0305;                    North         East    Units  Estimated Accuracy
 JN0305;SPC UT C     - 2,049,410.      501,520.      MT  (+/- 180 meters Scaled)
 JN0305
 JN0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH580922(NAD 83)
 JN0305
 JN0305                          SUPERSEDED SURVEY CONTROL
 JN0305
 JN0305  NGVD 29 (??/??/92) 2387.718  (m)         7833.70   (f) ADJ UNCH    2 0
 JN0305
 JN0305.Superseded values are not recommended for survey control.
 JN0305
 JN0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0305.See file dsdata.pdf to determine how the superseded data were derived.
 JN0305
 JN0305_MARKER: P = PIPE CAP
 JN0305_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JN0305_STAMPING: G 50 1934
 JN0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0305
 JN0305  HISTORY     - Date     Condition        Report By
 JN0305  HISTORY     - 1934     MONUMENTED       USGS
 JN0305
 JN0305                          STATION DESCRIPTION
 JN0305
 JN0305'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 JN0305'21.8 MI SW FROM EMERY.
 JN0305'IN SEVIER COUNTY, ABOUT 21.8 MILES SOUTHWEST ALONG STATE HIGHWAY 10
 JN0305'FROM THE PUBLIC SCHOOL AT EMERY, EMERY COUNTY, ABOUT 0.4 MILE EAST OF
 JN0305'MEADOW GULCH DIVIDE, 20 FEET NORTH OF THE HIGHWAY, AND ABOUT 30 FEET
 JN0305'WEST OF TWO RUGGED BOULDERS NEAR THE HIGHWAY.  A UNITED STATES
 JN0305'GEOLOGICAL SURVEY STANDARD CAP, STAMPED G 50 1934 AND RIVETED ON THE
 JN0305'TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- IT WAS REPORTED IN JULY 1934
 JN0305'THAT THE LETTERING 7833 WAS WORN OFF, AND THE IRON PIPE WAS ABOUT TO
 JN0305'CAVE OFF INTO THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0082 ***********************************************************************
 KN0082  DESIGNATION -  G 51
 KN0082  PID         -  KN0082
 KN0082  STATE/COUNTY-  UT/EMERY
 KN0082  COUNTRY     -  US
 KN0082  USGS QUAD   -  POISON SPRING BENCH (2017)
 KN0082
 KN0082                         *CURRENT SURVEY CONTROL
 KN0082  ______________________________________________________________________
 KN0082* NAD 83(1986) POSITION- 39 24 29.     (N) 110 52 59.     (W)   SCALED
 KN0082* NAVD 88 ORTHO HEIGHT -  1800.666 (meters)     5907.69  (feet) ADJUSTED
 KN0082  ______________________________________________________________________
 KN0082  GEOID HEIGHT    -        -17.149 (meters)                     GEOID18
 KN0082  DYNAMIC HEIGHT  -       1798.864 (meters)     5901.77  (feet) COMP
 KN0082  MODELED GRAVITY -    979,562.4   (mgal)                       NAVD 88
 KN0082
 KN0082  VERT ORDER      -  SECOND    CLASS 0
 KN0082
 KN0082.The horizontal coordinates were scaled from a map and have
 KN0082.an estimated accuracy of +/- 6 seconds.
 KN0082
 KN0082.The orthometric height was determined by differential leveling and
 KN0082.adjusted by the NATIONAL GEODETIC SURVEY
 KN0082.in June 1991.
 KN0082
 KN0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0082.GEOID18 height accuracy estimate available here.
 KN0082
 KN0082.Click photographs - Photos may exist for this station.
 KN0082
 KN0082.The dynamic height is computed by dividing the NAVD 88
 KN0082.geopotential number by the normal gravity value computed on the
 KN0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0082.degrees latitude (g = 980.6199 gals.).
 KN0082
 KN0082.The modeled gravity was interpolated from observed gravity values.
 KN0082
 KN0082;                    North         East    Units  Estimated Accuracy
 KN0082;SPC UT C     - 2,119,500.      553,130.      MT  (+/- 180 meters Scaled)
 KN0082
 KN0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ100620(NAD 83)
 KN0082
 KN0082                          SUPERSEDED SURVEY CONTROL
 KN0082
 KN0082  NGVD 29 (??/??/92) 1799.569  (m)         5904.09   (f) ADJ UNCH    2 0
 KN0082
 KN0082.Superseded values are not recommended for survey control.
 KN0082
 KN0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0082.See file dsdata.pdf to determine how the superseded data were derived.
 KN0082
 KN0082_MARKER: DB = BENCH MARK DISK
 KN0082_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0082_SP_SET: CULVERT HEADWALL
 KN0082_STAMPING: G 51 1934
 KN0082_MARK LOGO: CGS
 KN0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0082+STABILITY: SURFACE MOTION
 KN0082
 KN0082  HISTORY     - Date     Condition        Report By
 KN0082  HISTORY     - 1934     MONUMENTED       CGS
 KN0082  HISTORY     - 1969     MARK NOT FOUND   USGS
 KN0082
 KN0082                          STATION DESCRIPTION
 KN0082
 KN0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0082'8.0 MI N FROM HUNTINGTON.
 KN0082'ABOUT 8.0 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 KN0082'BUILDING AT HUNTINGTON, EMERY COUNTY, AT THE FOOT OF HORSESHOE HILL,
 KN0082'AND IN THE WEST HEAD WALL OF A CONCRETE CULVERT.  A STANDARD DISK,
 KN0082'STAMPED G 51 1934.
 KN0082
 KN0082                          STATION RECOVERY (1969)
 KN0082
 KN0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KN0082'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0009 ***********************************************************************
 KN0009  DESIGNATION -  G 52
 KN0009  PID         -  KN0009
 KN0009  STATE/COUNTY-  UT/DUCHESNE
 KN0009  COUNTRY     -  US
 KN0009  USGS QUAD   -  CURRANT CANYON (2017)
 KN0009
 KN0009                         *CURRENT SURVEY CONTROL
 KN0009  ______________________________________________________________________
 KN0009* NAD 83(1986) POSITION- 39 48 29.     (N) 110 15 29.     (W)   SCALED
 KN0009* NAVD 88 ORTHO HEIGHT -  1765.530 (meters)     5792.41  (feet) ADJUSTED
 KN0009  ______________________________________________________________________
 KN0009  GEOID HEIGHT    -        -17.087 (meters)                     GEOID18
 KN0009  DYNAMIC HEIGHT  -       1763.781 (meters)     5786.67  (feet) COMP
 KN0009  MODELED GRAVITY -    979,573.7   (mgal)                       NAVD 88
 KN0009
 KN0009  VERT ORDER      -  SECOND    CLASS 0
 KN0009
 KN0009.The horizontal coordinates were scaled from a map and have
 KN0009.an estimated accuracy of +/- 6 seconds.
 KN0009
 KN0009.The orthometric height was determined by differential leveling and
 KN0009.adjusted by the NATIONAL GEODETIC SURVEY
 KN0009.in June 1991.
 KN0009
 KN0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0009.GEOID18 height accuracy estimate available here.
 KN0009
 KN0009.Click photographs - Photos may exist for this station.
 KN0009
 KN0009.The dynamic height is computed by dividing the NAVD 88
 KN0009.geopotential number by the normal gravity value computed on the
 KN0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0009.degrees latitude (g = 980.6199 gals.).
 KN0009
 KN0009.The modeled gravity was interpolated from observed gravity values.
 KN0009
 KN0009;                    North         East    Units  Estimated Accuracy
 KN0009;SPC UT C     - 2,164,460.      606,340.      MT  (+/- 180 meters Scaled)
 KN0009
 KN0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK635067(NAD 83)
 KN0009
 KN0009                          SUPERSEDED SURVEY CONTROL
 KN0009
 KN0009  NGVD 29 (??/??/92) 1764.300  (m)         5788.37   (f) ADJ UNCH    2 0
 KN0009
 KN0009.Superseded values are not recommended for survey control.
 KN0009
 KN0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0009.See file dsdata.pdf to determine how the superseded data were derived.
 KN0009
 KN0009_MARKER: DB = BENCH MARK DISK
 KN0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0009_STAMPING: G 52 1934
 KN0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0009+STABILITY: SURFACE MOTION
 KN0009
 KN0009  HISTORY     - Date     Condition        Report By
 KN0009  HISTORY     - 1934     MONUMENTED       CGS
 KN0009  HISTORY     - 1969     GOOD             CGS
 KN0009
 KN0009                          STATION DESCRIPTION
 KN0009
 KN0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0009'1.7 MI W FROM MYTON.
 KN0009'IN CARBON COUNTY, ABOUT 1.7 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE
 KN0009'HIGHWAY TURN AT MYTON, DUCHESNE COUNTY, THENCE ABOUT 30.8 MILES SOUTH
 KN0009'ALONG STATE HIGHWAY 53.  AT THE NUTTER RANCH, SOUTH OF THE BUILDINGS
 KN0009'AND YARD, AT THE NORTHWEST CORNER OF A TENNIS COURT, AND 1 FOOT NORTH
 KN0009'OF THE PROPERTY LINE.  A STANDARD DISK, STAMPED G 52 1934 AND SET IN
 KN0009'THE TOP OF A CONCRETE POST.
 KN0009
 KN0009                          STATION RECOVERY (1969)
 KN0009
 KN0009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KN0009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0065 ***********************************************************************
 LO0065  DESIGNATION -  G 53
 LO0065  PID         -  LO0065
 LO0065  STATE/COUNTY-  UT/DUCHESNE
 LO0065  COUNTRY     -  US
 LO0065  USGS QUAD   -  RABBIT GULCH (2017)
 LO0065
 LO0065                         *CURRENT SURVEY CONTROL
 LO0065  ______________________________________________________________________
 LO0065* NAD 83(1986) POSITION- 40 10 21.     (N) 110 35 10.     (W)   SCALED
 LO0065* NAVD 88 ORTHO HEIGHT -  1947.564 (meters)     6389.63  (feet) ADJUSTED
 LO0065  ______________________________________________________________________
 LO0065  GEOID HEIGHT    -        -16.715 (meters)                     GEOID18
 LO0065  DYNAMIC HEIGHT  -       1945.596 (meters)     6383.18  (feet) COMP
 LO0065  MODELED GRAVITY -    979,546.3   (mgal)                       NAVD 88
 LO0065
 LO0065  VERT ORDER      -  SECOND    CLASS 0
 LO0065
 LO0065.The horizontal coordinates were scaled from a map and have
 LO0065.an estimated accuracy of +/- 6 seconds.
 LO0065
 LO0065.The orthometric height was determined by differential leveling and
 LO0065.adjusted by the NATIONAL GEODETIC SURVEY
 LO0065.in June 1991.
 LO0065
 LO0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0065.GEOID18 height accuracy estimate available here.
 LO0065
 LO0065.Click photographs - Photos may exist for this station.
 LO0065
 LO0065.The dynamic height is computed by dividing the NAVD 88
 LO0065.geopotential number by the normal gravity value computed on the
 LO0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0065.degrees latitude (g = 980.6199 gals.).
 LO0065
 LO0065.The modeled gravity was interpolated from observed gravity values.
 LO0065
 LO0065;                    North         East    Units  Estimated Accuracy
 LO0065;SPC UT C     - 2,204,580.      577,840.      MT  (+/- 180 meters Scaled)
 LO0065
 LO0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK352469(NAD 83)
 LO0065
 LO0065                          SUPERSEDED SURVEY CONTROL
 LO0065
 LO0065  NGVD 29 (??/??/92) 1946.207  (m)         6385.18   (f) ADJ UNCH    2 0
 LO0065
 LO0065.Superseded values are not recommended for survey control.
 LO0065
 LO0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0065.See file dsdata.pdf to determine how the superseded data were derived.
 LO0065
 LO0065_MARKER: DB = BENCH MARK DISK
 LO0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0065_SP_SET: CULVERT
 LO0065_STAMPING: G 53 1934
 LO0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0065
 LO0065  HISTORY     - Date     Condition        Report By
 LO0065  HISTORY     - 1934     MONUMENTED       CGS
 LO0065
 LO0065                          STATION DESCRIPTION
 LO0065
 LO0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0065'10.4 MI W FROM DUCHESNE.
 LO0065'10.4 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LO0065'DUCHESNE, DUCHESNE COUNTY, AT A WINDING PORTION OF THE HIGHWAY IN AN
 LO0065'INDIAN RESERVATION, AT A CONCRETE CULVERT NEAR A SLOW SIGN, AND IN THE
 LO0065'TOP OF THE SOUTH HEADWALL.  A STANDARD DISK, STAMPED G 53 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0438 ***********************************************************************
 LO0438  DESIGNATION -  G 54
 LO0438  PID         -  LO0438
 LO0438  STATE/COUNTY-  UT/UTAH
 LO0438  COUNTRY     -  US
 LO0438  USGS QUAD   -  TWO TOM HILL (2017)
 LO0438
 LO0438                         *CURRENT SURVEY CONTROL
 LO0438  ______________________________________________________________________
 LO0438* NAD 83(1986) POSITION- 40 09 28.     (N) 111 18 38.     (W)   SCALED
 LO0438* NAVD 88 ORTHO HEIGHT -  2054.157 (meters)     6739.35  (feet) ADJUSTED
 LO0438  ______________________________________________________________________
 LO0438  GEOID HEIGHT    -        -15.979 (meters)                     GEOID18
 LO0438  DYNAMIC HEIGHT  -       2052.117 (meters)     6732.65  (feet) COMP
 LO0438  MODELED GRAVITY -    979,558.9   (mgal)                       NAVD 88
 LO0438
 LO0438  VERT ORDER      -  SECOND    CLASS 0
 LO0438
 LO0438.The horizontal coordinates were scaled from a map and have
 LO0438.an estimated accuracy of +/- 6 seconds.
 LO0438
 LO0438.The orthometric height was determined by differential leveling and
 LO0438.adjusted by the NATIONAL GEODETIC SURVEY
 LO0438.in June 1991.
 LO0438
 LO0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0438.GEOID18 height accuracy estimate available here.
 LO0438
 LO0438.Click photographs - Photos may exist for this station.
 LO0438
 LO0438.The dynamic height is computed by dividing the NAVD 88
 LO0438.geopotential number by the normal gravity value computed on the
 LO0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0438.degrees latitude (g = 980.6199 gals.).
 LO0438
 LO0438.The modeled gravity was interpolated from observed gravity values.
 LO0438
 LO0438;                    North         East    Units  Estimated Accuracy
 LO0438;SPC UT C     - 2,202,570.      516,140.      MT  (+/- 180 meters Scaled)
 LO0438
 LO0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK735453(NAD 83)
 LO0438
 LO0438                          SUPERSEDED SURVEY CONTROL
 LO0438
 LO0438  NGVD 29 (??/??/92) 2052.924  (m)         6735.30   (f) ADJ UNCH    2 0
 LO0438
 LO0438.Superseded values are not recommended for survey control.
 LO0438
 LO0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0438.See file dsdata.pdf to determine how the superseded data were derived.
 LO0438
 LO0438_MARKER: DB = BENCH MARK DISK
 LO0438_SETTING: 66 = SET IN ROCK OUTCROP
 LO0438_STAMPING: G 54 1934
 LO0438_MARK LOGO: CGS
 LO0438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0438+STABILITY: POSITION/ELEVATION WELL
 LO0438
 LO0438  HISTORY     - Date     Condition        Report By
 LO0438  HISTORY     - 1934     MONUMENTED       CGS
 LO0438
 LO0438                          STATION DESCRIPTION
 LO0438
 LO0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0438'22.8 MI W FROM FRUITLAND.
 LO0438'IN UTAH COUNTY, 22.8 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0438'OFFICE AT FRUITLAND, DUCHESNE COUNTY, THENCE 16.8 MILES SOUTHWEST
 LO0438'ALONG THE ROAD LEADING TO THISTLE.  AT A STEEP GRADE, 21 FEET WEST OF
 LO0438'THE CENTER LINE OF THE ROAD, IN AN OUTCROP OF ROCK, AND 5 FEET HIGHER
 LO0438'THAN THE ROAD.  A STANDARD DISK, STAMPED G 54 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0320 ***********************************************************************
 KN0320  DESIGNATION -  G 55
 KN0320  PID         -  KN0320
 KN0320  STATE/COUNTY-  UT/JUAB
 KN0320  COUNTRY     -  US
 KN0320  USGS QUAD   -  SANTAQUIN (2017)
 KN0320
 KN0320                         *CURRENT SURVEY CONTROL
 KN0320  ______________________________________________________________________
 KN0320* NAD 83(1986) POSITION- 39 55 40.59   (N) 111 48 43.29   (W)   HD_HELD1
 KN0320* NAVD 88 ORTHO HEIGHT -  1516.929 (meters)     4976.79  (feet) ADJUSTED
 KN0320  ______________________________________________________________________
 KN0320  GEOID HEIGHT    -        -17.309 (meters)                     GEOID18
 KN0320  DYNAMIC HEIGHT  -       1515.557 (meters)     4972.29  (feet) COMP
 KN0320  MODELED GRAVITY -    979,668.6   (mgal)                       NAVD 88
 KN0320
 KN0320  VERT ORDER      -  SECOND    CLASS 0
 KN0320
 KN0320.The horizontal coordinates were determined by differentially corrected
 KN0320.hand held GPS observations or other comparable positioning techniques
 KN0320.and have an estimated accuracy of +/- 3 meters.
 KN0320
 KN0320.The orthometric height was determined by differential leveling and
 KN0320.adjusted by the NATIONAL GEODETIC SURVEY
 KN0320.in June 1991.
 KN0320
 KN0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0320.GEOID18 height accuracy estimate available here.
 KN0320
 KN0320.Click photographs - Photos may exist for this station.
 KN0320
 KN0320.The dynamic height is computed by dividing the NAVD 88
 KN0320.geopotential number by the normal gravity value computed on the
 KN0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0320.degrees latitude (g = 980.6199 gals.).
 KN0320
 KN0320.The modeled gravity was interpolated from observed gravity values.
 KN0320
 KN0320;                    North         East    Units  Estimated Accuracy
 KN0320;SPC UT C     - 2,177,077.7     473,329.7     MT  (+/- 3 meters HH1 GPS) 
 KN0320
 KN0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK3061220075(NAD 83)
 KN0320
 KN0320                          SUPERSEDED SURVEY CONTROL
 KN0320
 KN0320  NGVD 29 (??/??/92) 1515.827  (m)         4973.18   (f) ADJ UNCH    2 0
 KN0320
 KN0320.Superseded values are not recommended for survey control.
 KN0320
 KN0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0320.See file dsdata.pdf to determine how the superseded data were derived.
 KN0320
 KN0320_MARKER: DB = BENCH MARK DISK
 KN0320_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0320_SP_SET: CULVERT HEADWALL
 KN0320_STAMPING: G 55 1934
 KN0320_MARK LOGO: CGS
 KN0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0320+STABILITY: SURFACE MOTION
 KN0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0320+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2013
 KN0320
 KN0320  HISTORY     - Date     Condition        Report By
 KN0320  HISTORY     - 1934     MONUMENTED       CGS
 KN0320  HISTORY     - 1975     GOOD             USGS
 KN0320  HISTORY     - 20130722 GOOD             GEOCAC
 KN0320
 KN0320                          STATION DESCRIPTION
 KN0320
 KN0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0320'4.0 MI S FROM SANTAQUIN.
 KN0320'IN JUAB COUNTY, ABOUT 4.0 MILES SOUTH ALONG THE LOS ANGELES AND SALT
 KN0320'LAKE RAILROAD FROM THE STATION AT SANTAQUIN, UTAH COUNTY, ABOUT 9
 KN0320'POLES SOUTH OF MILEPOST 727, AT A CULVERT UNDER U.S. HIGHWAY 91, AND
 KN0320'IN THE TOP OF THE WEST HEAD WALL.  A STANDARD DISK, STAMPED G 55 1934.
 KN0320
 KN0320                          STATION RECOVERY (1975)
 KN0320
 KN0320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KN0320'IN JUAB COUNTY, ABOUT 4.0 MILES SOUTH ALONG THE UNION PACIFIC
 KN0320'RAILROAD FROM SANTAQUIN, UTAH COUNTY, ABOUT 9 POLES SOUTH OF MILEPOST
 KN0320'727, IN THE WEST HEADWALL OF A CULVERT UNDER OLD U.S. HIGHWAY 91 (NOW
 KN0320'A COUNTY ROAD), 68 FEET NORTH OF A T ROAD WEST TO SEVERAL HOUSES.
 KN0320
 KN0320                          STATION RECOVERY (2013)
 KN0320
 KN0320'RECOVERY NOTE BY GEOCACHING 2013 (BRB)
 KN0320'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0087 ***********************************************************************
 KO0087  DESIGNATION -  G 56
 KO0087  PID         -  KO0087
 KO0087  STATE/COUNTY-  UT/JUAB
 KO0087  COUNTRY     -  US
 KO0087  USGS QUAD   -  EUREKA (2017)
 KO0087
 KO0087                         *CURRENT SURVEY CONTROL
 KO0087  ______________________________________________________________________
 KO0087* NAD 83(1986) POSITION- 39 57 33.     (N) 112 06 09.     (W)   SCALED
 KO0087* NAVD 88 ORTHO HEIGHT -  2007.823 (meters)     6587.33  (feet) ADJUSTED
 KO0087  ______________________________________________________________________
 KO0087  GEOID HEIGHT    -        -17.513 (meters)                     GEOID18
 KO0087  DYNAMIC HEIGHT  -       2005.873 (meters)     6580.94  (feet) COMP
 KO0087  MODELED GRAVITY -    979,582.5   (mgal)                       NAVD 88
 KO0087
 KO0087  VERT ORDER      -  SECOND    CLASS 0
 KO0087
 KO0087.The horizontal coordinates were scaled from a map and have
 KO0087.an estimated accuracy of +/- 6 seconds.
 KO0087
 KO0087.The orthometric height was determined by differential leveling and
 KO0087.adjusted by the NATIONAL GEODETIC SURVEY
 KO0087.in June 1991.
 KO0087
 KO0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0087.GEOID18 height accuracy estimate available here.
 KO0087
 KO0087.Click photographs - Photos may exist for this station.
 KO0087
 KO0087.The dynamic height is computed by dividing the NAVD 88
 KO0087.geopotential number by the normal gravity value computed on the
 KO0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0087.degrees latitude (g = 980.6199 gals.).
 KO0087
 KO0087.The modeled gravity was interpolated from observed gravity values.
 KO0087
 KO0087;                    North         East    Units  Estimated Accuracy
 KO0087;SPC UT C     - 2,180,670.      448,530.      MT  (+/- 180 meters Scaled)
 KO0087
 KO0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK058238(NAD 83)
 KO0087
 KO0087                          SUPERSEDED SURVEY CONTROL
 KO0087
 KO0087  NGVD 29 (??/??/92) 2006.587  (m)         6583.28   (f) ADJ UNCH    2 0
 KO0087
 KO0087.Superseded values are not recommended for survey control.
 KO0087
 KO0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0087.See file dsdata.pdf to determine how the superseded data were derived.
 KO0087
 KO0087_MARKER: DB = BENCH MARK DISK
 KO0087_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KO0087_SP_SET: FOOTING
 KO0087_STAMPING: G 56 1934
 KO0087_MARK LOGO: CGS
 KO0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0087+STABILITY: SURFACE MOTION
 KO0087
 KO0087  HISTORY     - Date     Condition        Report By
 KO0087  HISTORY     - 1934     MONUMENTED       CGS
 KO0087
 KO0087                          STATION DESCRIPTION
 KO0087
 KO0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0087'1.0 MI E FROM EUREKA.
 KO0087'ABOUT 1.0 MILE EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KO0087'FROM THE POST OFFICE AT EUREKA, JUAB COUNTY, AT THE UTAH-JUAB COUNTY
 KO0087'LINE, ABOUT 178 FEET SOUTH OF THE TRACK AND STATE HIGHWAY 26, AT A
 KO0087'STEEL HIGHWAY GRADER SHED, AND IN THE TOP OF THE FOOTING AT THE
 KO0087'NORTHEAST CORNER.  A STANDARD DISK, STAMPED G 56 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0133 ***********************************************************************
 HO0133  DESIGNATION -  G 57
 HO0133  PID         -  HO0133
 HO0133  STATE/COUNTY-  UT/KANE
 HO0133  COUNTRY     -  US
 HO0133  USGS QUAD   -  MOUNT CARMEL (2017)
 HO0133
 HO0133                         *CURRENT SURVEY CONTROL
 HO0133  ______________________________________________________________________
 HO0133* NAD 83(1986) POSITION- 37 11 28.82   (N) 112 39 37.56   (W)   HD_HELD1
 HO0133* NAVD 88 ORTHO HEIGHT -  1782.680 (meters)     5848.68  (feet) ADJUSTED
 HO0133  ______________________________________________________________________
 HO0133  GEOID HEIGHT    -        -21.848 (meters)                     GEOID18
 HO0133  DYNAMIC HEIGHT  -       1780.596 (meters)     5841.84  (feet) COMP
 HO0133  MODELED GRAVITY -    979,398.0   (mgal)                       NAVD 88
 HO0133
 HO0133  VERT ORDER      -  FIRST     CLASS II
 HO0133
 HO0133.The horizontal coordinates were determined by differentially corrected
 HO0133.hand held GPS observations or other comparable positioning techniques
 HO0133.and have an estimated accuracy of +/- 3 meters.
 HO0133
 HO0133.The orthometric height was determined by differential leveling and
 HO0133.adjusted by the NATIONAL GEODETIC SURVEY
 HO0133.in June 1991.
 HO0133
 HO0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0133.GEOID18 height accuracy estimate available here.
 HO0133
 HO0133.Click photographs - Photos may exist for this station.
 HO0133
 HO0133.The dynamic height is computed by dividing the NAVD 88
 HO0133.geopotential number by the normal gravity value computed on the
 HO0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0133.degrees latitude (g = 980.6199 gals.).
 HO0133
 HO0133.The modeled gravity was interpolated from observed gravity values.
 HO0133
 HO0133;                    North         East    Units  Estimated Accuracy
 HO0133;SPC UT S     - 3,058,869.2     396,969.5     MT  (+/- 3 meters HH1 GPS) 
 HO0133
 HO0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG5262617389(NAD 83)
 HO0133
 HO0133                          SUPERSEDED SURVEY CONTROL
 HO0133
 HO0133  NGVD 29 (??/??/92) 1781.698  (m)         5845.45   (f) ADJ UNCH    1 2
 HO0133
 HO0133.Superseded values are not recommended for survey control.
 HO0133
 HO0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0133.See file dsdata.pdf to determine how the superseded data were derived.
 HO0133
 HO0133_MARKER: DB = BENCH MARK DISK
 HO0133_SETTING: 66 = SET IN ROCK OUTCROP
 HO0133_STAMPING: G 57 1934
 HO0133_MARK LOGO: CGS
 HO0133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0133+STABILITY: POSITION/ELEVATION WELL
 HO0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0133+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2022
 HO0133
 HO0133  HISTORY     - Date     Condition        Report By
 HO0133  HISTORY     - 1934     MONUMENTED       CGS
 HO0133  HISTORY     - 1980     MARK NOT FOUND   USGS
 HO0133  HISTORY     - 1983     GOOD             NGS
 HO0133  HISTORY     - 20220206 GOOD             PRIVTE
 HO0133
 HO0133                          STATION DESCRIPTION
 HO0133
 HO0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0133'14.0 MI NW FROM KANAB.
 HO0133'14.0 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM KANAB, KANE COUNTY, 75
 HO0133'FEET NORTHWEST OF A SMALL FILL, 40 FEET NORTH OF THE CENTERLINE OF THE
 HO0133'HIGHWAY, AND IN THE TOP OF A RED SANDSTONE OUTCROP.  A STANDARD DISK,
 HO0133'STAMPED G 57 1934.
 HO0133
 HO0133                          STATION RECOVERY (1980)
 HO0133
 HO0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HO0133'MARK NOT FOUND.
 HO0133
 HO0133                          STATION RECOVERY (1983)
 HO0133
 HO0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0133'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  21.8 KM
 HO0133'(13.5 MI) NORTH ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0133'SAINTS IN KANAB, IN TOP OF AND 11.0 METERS (36 FT) NORTH OF THE SOUTH
 HO0133'END OF AN OLD SANDSTONE BEDROCK CUT ON THE INSIDE OF A CURVE, 5.35 KM
 HO0133'(3.35 MI) SOUTHEAST OF MT CARMEL JUNCTION, 0.6 KM (0.4 MI) NORTHWEST
 HO0133'OF MILEPOST 78, 30.5 METERS (100 FT) EAST OF THE HIGHWAY CENTERLINE,
 HO0133'29.6 METERS (97 FT) NORTHEAST OF THE EAST END OF A 24-INCH CORRUGATED
 HO0133'METAL PIPE CULVERT, 28.0 METERS (92 FT) WEST OF THE RIGHT OF WAY
 HO0133'FENCE.  NOTE--THE CONCRETE AROUND THIS BM HAD WORN AWAY AND WAS
 HO0133'REPLACED BY THIS UNIT.
 HO0133'THE MARK IS 1.2 METERS  N FROM A WITNESS POST.
 HO0133'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
 HO0133
 HO0133                          STATION RECOVERY (2022)
 HO0133
 HO0133'RECOVERY NOTE BY PRIVATE AGENCIES UNSPECIFIED 2022 (HAW)
 HO0133'21.8 KM (13.5 MI) NORTH ALONG US HIGHWAY 89 FROM THE CHURCH OF JESUS
 HO0133'CHRIST OF LATTER DAY SAINTS IN KANAB, IN THE TOP OF AND 11.0 M (36.1
 HO0133'FT) NORTH OF THE SOUTH END OF AN OLD SANDSTONE BEDROCK CUT ON THE
 HO0133'INSIDE OF A CURVE 5.15 KM (3.20 MI) SOUTHEAST FROM THE MOUNT CARMEL
 HO0133'JUNCTION, 53.34 M (175.0 FT) NORTH OF MILEPOST 78, 30.5 M (100.1 FT)
 HO0133'EAST OF THE HIGHWAY CENTERLINE, 29.6 M (97.1 FT) NORTHEAST OF THE EAST
 HO0133'END OF A 24 INCH (61 CM) CORRUGATED METAL PIPE CULVERT, 28.0 M (91.9
 HO0133'FT) WEST OF THE RIGHT-OF-WAY FENCE.  THE MARK IS 1.8 M (5.9 FT) HIGHER
 HO0133'THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0254 ***********************************************************************
 HO0254  DESIGNATION -  G 58
 HO0254  PID         -  HO0254
 HO0254  STATE/COUNTY-  UT/WASHINGTON
 HO0254  COUNTRY     -  US
 HO0254  USGS QUAD   -  SANTA CLARA (2017)
 HO0254
 HO0254                         *CURRENT SURVEY CONTROL
 HO0254  ______________________________________________________________________
 HO0254* NAD 83(1986) POSITION- 37 10 53.8    (N) 113 44 28.4    (W)   HD_HELD2
 HO0254* NAVD 88 ORTHO HEIGHT -   954.859 (meters)     3132.73  (feet) ADJUSTED
 HO0254  ______________________________________________________________________
 HO0254  GEOID HEIGHT    -        -24.434 (meters)                     GEOID18
 HO0254  DYNAMIC HEIGHT  -        953.881 (meters)     3129.52  (feet) COMP
 HO0254  MODELED GRAVITY -    979,575.1   (mgal)                       NAVD 88
 HO0254  OBS GRAVITY     -    979,580.5   (mgal)                       GRAV_OBS
 HO0254
 HO0254  VERT ORDER      -  FIRST     CLASS II
 HO0254
 HO0254.The horizontal coordinates were established by autonomous hand held GPS
 HO0254.observations and have an estimated accuracy of +/- 10 meters.
 HO0254
 HO0254.The orthometric height was determined by differential leveling and
 HO0254.adjusted by the NATIONAL GEODETIC SURVEY
 HO0254.in June 1991.
 HO0254
 HO0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0254.GEOID18 height accuracy estimate available here.
 HO0254
 HO0254.Click photographs - Photos may exist for this station.
 HO0254
 HO0254.The dynamic height is computed by dividing the NAVD 88
 HO0254.geopotential number by the normal gravity value computed on the
 HO0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0254.degrees latitude (g = 980.6199 gals.).
 HO0254
 HO0254.The modeled gravity was interpolated from observed gravity values.
 HO0254
 HO0254.The observed gravity was obtained from relative gravimeter ties
 HO0254.to the IGSN71 gravity network.
 HO0254
 HO0254;                    North         East    Units  Estimated Accuracy
 HO0254;SPC UT S     - 3,059,535.      300,998.      MT  (+/- 10 meters HH2 GPS)
 HO0254
 HO0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG5665218538(NAD 83)
 HO0254
 HO0254                          SUPERSEDED SURVEY CONTROL
 HO0254
 HO0254  NGVD 29 (??/??/92)  953.997  (m)         3129.91   (f) ADJ UNCH    1 2
 HO0254
 HO0254.Superseded values are not recommended for survey control.
 HO0254
 HO0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0254.See file dsdata.pdf to determine how the superseded data were derived.
 HO0254
 HO0254_MARKER: DB = BENCH MARK DISK
 HO0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HO0254_SP_SET: BRIDGE
 HO0254_STAMPING: G 58 1934
 HO0254_MARK LOGO: CGS
 HO0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0254
 HO0254  HISTORY     - Date     Condition        Report By
 HO0254  HISTORY     - 1934     MONUMENTED       CGS
 HO0254  HISTORY     - 1982     GOOD             NGS
 HO0254
 HO0254                          STATION DESCRIPTION
 HO0254
 HO0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0254'11.2 MI W FROM ST GEORGE.
 HO0254'11.2 MILES WEST ALONG US HWY NO. 91.  ON US HWY NO. 91.  IN THE GUARD
 HO0254'RAIL OF THE CONCRETE BRIDGE ACROSS THE SANTA CLARA RIVER.  15 FEET
 HO0254'EAST OF THE CENTERLINE OF THE BRIDGE AND ABOUT 5 FEET FROM THE NORTH
 HO0254'END OF THE BRIDGE.  12 INCHES ABOVE THE ROAD SURFACE.
 HO0254
 HO0254                          STATION RECOVERY (1982)
 HO0254
 HO0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0254'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 HO0254'10.15 KM (6.35 MI) WEST ALONG OLD US HIGHWAY 91 FROM THE CHURCH OF
 HO0254'LATTER DAY SAINTS IN SANTA CLARA, IN TOP OF THE NORTHEAST END OF THE
 HO0254'SOUTHEAST CURB FOR THE CONCRETE BRIDGE OVER THE SANTA CLARA RIVER, 4.5
 HO0254'METERS (15 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE.
 HO0254'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0425 ***********************************************************************
 MS0425  DESIGNATION -  G 59
 MS0425  PID         -  MS0425
 MS0425  STATE/COUNTY-  UT/BOX ELDER
 MS0425  COUNTRY     -  US
 MS0425  USGS QUAD   -  TOMS CABIN SPRING (2017)
 MS0425
 MS0425                         *CURRENT SURVEY CONTROL
 MS0425  ______________________________________________________________________
 MS0425* NAD 83(1986) POSITION- 41 31 30.     (N) 113 54 24.     (W)   SCALED
 MS0425* NAVD 88 ORTHO HEIGHT -  1493.349 (meters)     4899.43  (feet) ADJUSTED
 MS0425  ______________________________________________________________________
 MS0425  GEOID HEIGHT    -        -16.330 (meters)                     GEOID18
 MS0425  DYNAMIC HEIGHT  -       1492.234 (meters)     4895.77  (feet) COMP
 MS0425  MODELED GRAVITY -    979,824.4   (mgal)                       NAVD 88
 MS0425
 MS0425  VERT ORDER      -  FIRST     CLASS II
 MS0425
 MS0425.The horizontal coordinates were scaled from a map and have
 MS0425.an estimated accuracy of +/- 6 seconds.
 MS0425
 MS0425.The orthometric height was determined by differential leveling and
 MS0425.adjusted by the NATIONAL GEODETIC SURVEY
 MS0425.in June 1991.
 MS0425
 MS0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0425.GEOID18 height accuracy estimate available here.
 MS0425
 MS0425.Click photographs - Photos may exist for this station.
 MS0425
 MS0425.The dynamic height is computed by dividing the NAVD 88
 MS0425.geopotential number by the normal gravity value computed on the
 MS0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0425.degrees latitude (g = 980.6199 gals.).
 MS0425
 MS0425.The modeled gravity was interpolated from observed gravity values.
 MS0425
 MS0425;                    North         East    Units  Estimated Accuracy
 MS0425;SPC UT N     - 1,135,120.      299,160.      MT  (+/- 180 meters Scaled)
 MS0425
 MS0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM574011(NAD 83)
 MS0425
 MS0425                          SUPERSEDED SURVEY CONTROL
 MS0425
 MS0425  NGVD 29 (??/??/92) 1492.258  (m)         4895.85   (f) ADJ UNCH    1 2
 MS0425
 MS0425.Superseded values are not recommended for survey control.
 MS0425
 MS0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0425.See file dsdata.pdf to determine how the superseded data were derived.
 MS0425
 MS0425_MARKER: DB = BENCH MARK DISK
 MS0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0425_STAMPING: G 59 1934
 MS0425_MARK LOGO: CGS
 MS0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0425+STABILITY: SURFACE MOTION
 MS0425
 MS0425  HISTORY     - Date     Condition        Report By
 MS0425  HISTORY     - 1934     MONUMENTED       CGS
 MS0425
 MS0425                          STATION DESCRIPTION
 MS0425
 MS0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0425'12.5 MI N FROM LUCIN.
 MS0425'12.5 MILES NORTH ALONG GROUSE CREEK ROAD FROM THE SOUTHERN PACIFIC CO.
 MS0425'RAILROAD STATION AT LUCIN, BOX ELDER COUNTY, 2100 FEET SOUTHEAST OF
 MS0425'THE SOUTH POINT OF A HILL RUNNING NORTH AND SOUTH, 57 FEET WEST OF A
 MS0425'POLE, AND 42 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 MS0425'DISK, STAMPED G 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0269 ***********************************************************************
 MR0269  DESIGNATION -  G 61
 MR0269  PID         -  MR0269
 MR0269  STATE/COUNTY-  UT/RICH
 MR0269  COUNTRY     -  US
 MR0269  USGS QUAD   -  RANDOLPH (2017)
 MR0269
 MR0269                         *CURRENT SURVEY CONTROL
 MR0269  ______________________________________________________________________
 MR0269* NAD 83(1986) POSITION- 41 41 17.     (N) 111 10 38.     (W)   SCALED
 MR0269* NAVD 88 ORTHO HEIGHT -  1915.763 (meters)     6285.30  (feet) ADJUSTED
 MR0269  ______________________________________________________________________
 MR0269  GEOID HEIGHT    -        -14.845 (meters)                     GEOID18
 MR0269  DYNAMIC HEIGHT  -       1914.144 (meters)     6279.99  (feet) COMP
 MR0269  MODELED GRAVITY -    979,710.0   (mgal)                       NAVD 88
 MR0269
 MR0269  VERT ORDER      -  SECOND    CLASS 0
 MR0269
 MR0269.The horizontal coordinates were scaled from a map and have
 MR0269.an estimated accuracy of +/- 6 seconds.
 MR0269
 MR0269.The orthometric height was determined by differential leveling and
 MR0269.adjusted by the NATIONAL GEODETIC SURVEY
 MR0269.in June 1991.
 MR0269
 MR0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0269.GEOID18 height accuracy estimate available here.
 MR0269
 MR0269.Click photographs - Photos may exist for this station.
 MR0269
 MR0269.The dynamic height is computed by dividing the NAVD 88
 MR0269.geopotential number by the normal gravity value computed on the
 MR0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0269.degrees latitude (g = 980.6199 gals.).
 MR0269
 MR0269.The modeled gravity was interpolated from observed gravity values.
 MR0269
 MR0269;                    North         East    Units  Estimated Accuracy
 MR0269;SPC UT N     - 1,150,500.      526,870.      MT  (+/- 180 meters Scaled)
 MR0269
 MR0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM852151(NAD 83)
 MR0269
 MR0269                          SUPERSEDED SURVEY CONTROL
 MR0269
 MR0269  NGVD 29 (??/??/92) 1914.454  (m)         6281.00   (f) ADJ UNCH    2 0
 MR0269
 MR0269.Superseded values are not recommended for survey control.
 MR0269
 MR0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0269.See file dsdata.pdf to determine how the superseded data were derived.
 MR0269
 MR0269_MARKER: DB = BENCH MARK DISK
 MR0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0269_STAMPING: G 61 1934
 MR0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0269+STABILITY: SURFACE MOTION
 MR0269
 MR0269  HISTORY     - Date     Condition        Report By
 MR0269  HISTORY     - 1934     MONUMENTED       CGS
 MR0269  HISTORY     - 1966     MARK NOT FOUND   USGS
 MR0269
 MR0269                          STATION DESCRIPTION
 MR0269
 MR0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0269'1.7 MI N FROM RANDOLPH.
 MR0269'1.7 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE COUNTY COURTHOUSE,
 MR0269'ABOUT 180 FEET SOUTH OF A FORK, 45 FEET WEST OF THE CENTER LINE OF THE
 MR0269'HIGHWAY, 9 FEET NORTH OF A POWER-TRANSMISSION LINE POLE, AND 10 FEET
 MR0269'EAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- AREA
 MR0269'WAS THOROUGHLY SEARCHED BUT NO SIGN OF THE BM WAS NOTED.
 MR0269
 MR0269                          STATION RECOVERY (1966)
 MR0269
 MR0269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MR0269'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0289 ***********************************************************************
 LN0289  DESIGNATION -  G 62
 LN0289  PID         -  LN0289
 LN0289  STATE/COUNTY-  UT/UINTAH
 LN0289  COUNTRY     -  US
 LN0289  USGS QUAD   -  JENSEN (2017)
 LN0289
 LN0289                         *CURRENT SURVEY CONTROL
 LN0289  ______________________________________________________________________
 LN0289* NAD 83(1986) POSITION- 40 19 12.     (N) 109 15 04.     (W)   SCALED
 LN0289* NAVD 88 ORTHO HEIGHT -  1568.579 (meters)     5146.25  (feet) POSTED
 LN0289  ______________________________________________________________________
 LN0289  GEOID HEIGHT    -        -17.037 (meters)                     GEOID18
 LN0289  DYNAMIC HEIGHT  -       1567.16  (meters)     5141.6   (feet) COMP
 LN0289  MODELED GRAVITY -    979,665.4   (mgal)                       NAVD 88
 LN0289
 LN0289  VERT ORDER      -  * POSTED, SEE BELOW
 LN0289
 LN0289.The horizontal coordinates were scaled from a map and have
 LN0289.an estimated accuracy of +/- 6 seconds.
 LN0289
 LN0289.The orthometric height was determined by differential leveling
 LN0289.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LN0289
 LN0289.* This is a POSTED BENCH MARK height.
 LN0289
 LN0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0289.GEOID18 height accuracy estimate available here.
 LN0289
 LN0289.Click photographs - Photos may exist for this station.
 LN0289
 LN0289.The dynamic height is computed by dividing the NAVD 88
 LN0289.geopotential number by the normal gravity value computed on the
 LN0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0289.degrees latitude (g = 980.6199 gals.).
 LN0289
 LN0289.The modeled gravity was interpolated from observed gravity values.
 LN0289
 LN0289;                    North         East    Units  Estimated Accuracy
 LN0289;SPC UT C     - 2,222,960.      691,110.      MT  (+/- 180 meters Scaled)
 LN0289
 LN0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK485647(NAD 83)
 LN0289
 LN0289                          SUPERSEDED SURVEY CONTROL
 LN0289
 LN0289  NGVD 29 (??/??/92) 1567.372  (m)         5142.29   (f) ADJ UNCH    1 2
 LN0289
 LN0289.Superseded values are not recommended for survey control.
 LN0289
 LN0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0289.See file dsdata.pdf to determine how the superseded data were derived.
 LN0289
 LN0289_MARKER: DB = BENCH MARK DISK
 LN0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0289_STAMPING: G 62 1934
 LN0289_MARK LOGO: CGS
 LN0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0289+STABILITY: SURFACE MOTION
 LN0289
 LN0289  HISTORY     - Date     Condition        Report By
 LN0289  HISTORY     - 1934     MONUMENTED       CGS
 LN0289  HISTORY     - 1964     MARK NOT FOUND   USGS
 LN0289  HISTORY     - 1981     MARK NOT FOUND   NGS
 LN0289  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0289
 LN0289                          STATION DESCRIPTION
 LN0289
 LN0289'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LN0289'5.6 MI E FROM JENSEN.
 LN0289'5.6 MILES EAST ALONG U. S. HIGHWAY 40 FROM JENSEN, UINTAH COUNTY, 0.6
 LN0289'MILE EAST OF THE TOP OF A HILL, 275 FEET SOUTH OF TELEPHONE POLE 373,
 LN0289'AND 35 FEET NORTH OF THE CENTER-LINE OF THE HIGHWAY.  A STANDARD DISK,
 LN0289'STAMPED G 62 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- U. S.
 LN0289'HWY. 40 HAS BEEN RELOCATED AND REBUILT.  THIS BM HAS PROBABLY BEEN
 LN0289'DESTROYED DURING CONSTRUCTION.
 LN0289
 LN0289                          STATION RECOVERY (1981)
 LN0289
 LN0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LN0289'MARK NOT FOUND.
 LN0289
 LN0289                          STATION RECOVERY (1984)
 LN0289
 LN0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0289'NOTE--THE POST WAS FOUND WITH THE DISK MISSING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0216 ***********************************************************************
 HM0216  DESIGNATION -  G 63
 HM0216  PID         -  HM0216
 HM0216  STATE/COUNTY-  UT/SAN JUAN
 HM0216  COUNTRY     -  US
 HM0216  USGS QUAD   -  HATCH TRADING POST (2017)
 HM0216
 HM0216                         *CURRENT SURVEY CONTROL
 HM0216  ______________________________________________________________________
 HM0216* NAD 83(1986) POSITION- 37 23 44.     (N) 109 12 09.     (W)   SCALED
 HM0216* NAVD 88 ORTHO HEIGHT -  1450.970 (meters)     4760.39  (feet) ADJUSTED
 HM0216  ______________________________________________________________________
 HM0216  GEOID HEIGHT    -        -20.549 (meters)                     GEOID18
 HM0216  DYNAMIC HEIGHT  -       1449.331 (meters)     4755.01  (feet) COMP
 HM0216  MODELED GRAVITY -    979,450.1   (mgal)                       NAVD 88
 HM0216
 HM0216  VERT ORDER      -  FIRST     CLASS II
 HM0216
 HM0216.The horizontal coordinates were scaled from a map and have
 HM0216.an estimated accuracy of +/- 6 seconds.
 HM0216
 HM0216.The orthometric height was determined by differential leveling and
 HM0216.adjusted by the NATIONAL GEODETIC SURVEY
 HM0216.in June 1991.
 HM0216
 HM0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0216.GEOID18 height accuracy estimate available here.
 HM0216
 HM0216.Click photographs - Photos may exist for this station.
 HM0216
 HM0216.The dynamic height is computed by dividing the NAVD 88
 HM0216.geopotential number by the normal gravity value computed on the
 HM0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0216.degrees latitude (g = 980.6199 gals.).
 HM0216
 HM0216.The modeled gravity was interpolated from observed gravity values.
 HM0216
 HM0216;                    North         East    Units  Estimated Accuracy
 HM0216;SPC UT S     - 3,083,390.      703,410.      MT  (+/- 180 meters Scaled)
 HM0216
 HM0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG591402(NAD 83)
 HM0216
 HM0216                          SUPERSEDED SURVEY CONTROL
 HM0216
 HM0216  NGVD 29 (??/??/92) 1449.982  (m)         4757.15   (f) ADJ UNCH    1 2
 HM0216
 HM0216.Superseded values are not recommended for survey control.
 HM0216
 HM0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0216.See file dsdata.pdf to determine how the superseded data were derived.
 HM0216
 HM0216_MARKER: DB = BENCH MARK DISK
 HM0216_SETTING: 66 = SET IN ROCK OUTCROP
 HM0216_STAMPING: G 63 1934
 HM0216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0216+STABILITY: POSITION/ELEVATION WELL
 HM0216
 HM0216  HISTORY     - Date     Condition        Report By
 HM0216  HISTORY     - 1934     MONUMENTED       CGS
 HM0216  HISTORY     - 1984     MARK NOT FOUND   NGS
 HM0216
 HM0216                          STATION DESCRIPTION
 HM0216
 HM0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0216'11 MI N FROM BLUFF.
 HM0216'ABOUT 11 MILES NORTH ALONG THE ROAD LEADING TO MONTICELLO FROM BLUFF,
 HM0216'SAN JUAN COUNTY, THENCE ABOUT 17.2 MILES EAST ALONG THE ROAD LEADING
 HM0216'TO CORTEZ, COLORADO, ABOUT 1.6 MILES EAST OF THE HATCH TRADING POST,
 HM0216'EAST OF THE CROSSING OF A SMALL DRY WASH, 14 FEET SOUTHEAST OF THE
 HM0216'CENTER LINE OF THE ROAD, AND IN A ROCK OUTCROP.  A STANDARD DISK,
 HM0216'STAMPED G 63 1934.
 HM0216
 HM0216                          STATION RECOVERY (1984)
 HM0216
 HM0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0216'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0302 ***********************************************************************
 LN0302  DESIGNATION -  G 64
 LN0302  PID         -  LN0302
 LN0302  STATE/COUNTY-  UT/UINTAH
 LN0302  COUNTRY     -  US
 LN0302  USGS QUAD   -  VERNAL SW (2017)
 LN0302
 LN0302                         *CURRENT SURVEY CONTROL
 LN0302  ______________________________________________________________________
 LN0302* NAD 83(1986) POSITION- 40 19 26.     (N) 109 41 07.     (W)   SCALED
 LN0302* NAVD 88 ORTHO HEIGHT -  1529.764 (meters)     5018.90  (feet) ADJUSTED
 LN0302  ______________________________________________________________________
 LN0302  GEOID HEIGHT    -        -17.549 (meters)                     GEOID18
 LN0302  DYNAMIC HEIGHT  -       1528.365 (meters)     5014.31  (feet) COMP
 LN0302  MODELED GRAVITY -    979,658.0   (mgal)                       NAVD 88
 LN0302
 LN0302  VERT ORDER      -  FIRST     CLASS II
 LN0302
 LN0302.The horizontal coordinates were scaled from a map and have
 LN0302.an estimated accuracy of +/- 6 seconds.
 LN0302
 LN0302.The orthometric height was determined by differential leveling and
 LN0302.adjusted by the NATIONAL GEODETIC SURVEY
 LN0302.in June 1991.
 LN0302
 LN0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0302.GEOID18 height accuracy estimate available here.
 LN0302
 LN0302.Click photographs - Photos may exist for this station.
 LN0302
 LN0302.The dynamic height is computed by dividing the NAVD 88
 LN0302.geopotential number by the normal gravity value computed on the
 LN0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0302.degrees latitude (g = 980.6199 gals.).
 LN0302
 LN0302.The modeled gravity was interpolated from observed gravity values.
 LN0302
 LN0302;                    North         East    Units  Estimated Accuracy
 LN0302;SPC UT C     - 2,222,560.      654,210.      MT  (+/- 180 meters Scaled)
 LN0302
 LN0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK116645(NAD 83)
 LN0302
 LN0302                          SUPERSEDED SURVEY CONTROL
 LN0302
 LN0302  NGVD 29 (??/??/92) 1528.541  (m)         5014.89   (f) ADJ UNCH    1 2
 LN0302
 LN0302.Superseded values are not recommended for survey control.
 LN0302
 LN0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0302.See file dsdata.pdf to determine how the superseded data were derived.
 LN0302
 LN0302_MARKER: DB = BENCH MARK DISK
 LN0302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LN0302_SP_SET: ABUTMENT
 LN0302_STAMPING: G 64 1934
 LN0302_MARK LOGO: CGS
 LN0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0302
 LN0302  HISTORY     - Date     Condition        Report By
 LN0302  HISTORY     - 1934     MONUMENTED       CGS
 LN0302
 LN0302                          STATION DESCRIPTION
 LN0302
 LN0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0302'14.8 MI W FROM VERNAL.
 LN0302'14.8 MILES WEST ALONG U.S. HIGHWAY 40 FROM VERNAL, UINTAH COUNTY, AT A
 LN0302'50-FOOT WOODEN BRIDGE, AND IN THE TOP OF THE SOUTH END OF THE EAST
 LN0302'STONE ABUTMENT.  A STANDARD DISK, STAMPED G 64 1934.  NOTE-- THE STONE
 LN0302'ABUTMENT THAT THE BENCH MARK IS ON IS INTACT.  THE BRIDGE HAS BEEN
 LN0302'REBUILT AND A LARGE CONCRETE SLAB WAS LAID OVER THE BENCH MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0031 ***********************************************************************
 LO0031  DESIGNATION -  G 65
 LO0031  PID         -  LO0031
 LO0031  STATE/COUNTY-  UT/DUCHESNE
 LO0031  COUNTRY     -  US
 LO0031  USGS QUAD   -  DUCHESNE SW (2017)
 LO0031
 LO0031                         *CURRENT SURVEY CONTROL
 LO0031  ______________________________________________________________________
 LO0031* NAD 83(1986) POSITION- 40 06 12.     (N) 110 28 28.     (W)   SCALED
 LO0031* NAVD 88 ORTHO HEIGHT -  1852.228 (meters)     6076.85  (feet) POSTED
 LO0031  ______________________________________________________________________
 LO0031  GEOID HEIGHT    -        -16.970 (meters)                     GEOID18
 LO0031  DYNAMIC HEIGHT  -       1850.38  (meters)     6070.8   (feet) COMP
 LO0031  MODELED GRAVITY -    979,560.8   (mgal)                       NAVD 88
 LO0031
 LO0031  VERT ORDER      -  * POSTED, SEE BELOW
 LO0031
 LO0031.The horizontal coordinates were scaled from a map and have
 LO0031.an estimated accuracy of +/- 6 seconds.
 LO0031
 LO0031.The orthometric height was determined by differential leveling
 LO0031.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LO0031
 LO0031.* This is a POSTED BENCH MARK height.
 LO0031
 LO0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0031.GEOID18 height accuracy estimate available here.
 LO0031
 LO0031.Click photographs - Photos may exist for this station.
 LO0031
 LO0031.The dynamic height is computed by dividing the NAVD 88
 LO0031.geopotential number by the normal gravity value computed on the
 LO0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0031.degrees latitude (g = 980.6199 gals.).
 LO0031
 LO0031.The modeled gravity was interpolated from observed gravity values.
 LO0031
 LO0031;                    North         East    Units  Estimated Accuracy
 LO0031;SPC UT C     - 2,197,010.      587,430.      MT  (+/- 180 meters Scaled)
 LO0031
 LO0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK447393(NAD 83)
 LO0031
 LO0031                          SUPERSEDED SURVEY CONTROL
 LO0031
 LO0031  NGVD 29 (??/??/92) 1850.901  (m)         6072.50   (f) ADJ UNCH    1 2
 LO0031
 LO0031.Superseded values are not recommended for survey control.
 LO0031
 LO0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0031.See file dsdata.pdf to determine how the superseded data were derived.
 LO0031
 LO0031_MARKER: DB = BENCH MARK DISK
 LO0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0031_STAMPING: G 65 1934
 LO0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0031+STABILITY: SURFACE MOTION
 LO0031
 LO0031  HISTORY     - Date     Condition        Report By
 LO0031  HISTORY     - 1934     MONUMENTED       CGS
 LO0031  HISTORY     - 1959     MARK NOT FOUND   USGS
 LO0031
 LO0031                          STATION DESCRIPTION
 LO0031
 LO0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0031'6.0 MI SW FROM DUCHESNE.
 LO0031'6.0 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM DUCHESNE, DUCHESNE
 LO0031'COUNTY, 100 FEET SOUTHWEST OF POLE 1169, 20 FEET NORTH OF A DIM ROAD
 LO0031'LEADING WEST, 32 FEET NORTH OF A DEEP RAVINE, AND 22 FEET WEST OF THE
 LO0031'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED G 65 1934 AND
 LO0031'SET IN THE TOP OF A CONCRETE POST.
 LO0031
 LO0031                          STATION RECOVERY (1959)
 LO0031
 LO0031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LO0031'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0132 ***********************************************************************
 LP0132  DESIGNATION -  G 67
 LP0132  PID         -  LP0132
 LP0132  STATE/COUNTY-  UT/TOOELE
 LP0132  COUNTRY     -  US
 LP0132  USGS QUAD   -  CAMELS BACK RIDGE NW (2017)
 LP0132
 LP0132                         *CURRENT SURVEY CONTROL
 LP0132  ______________________________________________________________________
 LP0132* NAD 83(1986) POSITION- 40 11 02.69   (N) 112 57 57.29   (W)   HD_HELD1
 LP0132* NAVD 88 ORTHO HEIGHT -  1319.615 (meters)     4329.44  (feet) ADJUSTED
 LP0132  ______________________________________________________________________
 LP0132  GEOID HEIGHT    -        -18.591 (meters)                     GEOID18
 LP0132  DYNAMIC HEIGHT  -       1318.531 (meters)     4325.88  (feet) COMP
 LP0132  MODELED GRAVITY -    979,758.7   (mgal)                       NAVD 88
 LP0132
 LP0132  VERT ORDER      -  FIRST     CLASS II
 LP0132
 LP0132.The horizontal coordinates were determined by differentially corrected
 LP0132.hand held GPS observations or other comparable positioning techniques
 LP0132.and have an estimated accuracy of +/- 3 meters.
 LP0132
 LP0132.The orthometric height was determined by differential leveling and
 LP0132.adjusted by the NATIONAL GEODETIC SURVEY
 LP0132.in June 1991.
 LP0132
 LP0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0132.GEOID18 height accuracy estimate available here.
 LP0132
 LP0132.Click photographs - Photos may exist for this station.
 LP0132
 LP0132.The dynamic height is computed by dividing the NAVD 88
 LP0132.geopotential number by the normal gravity value computed on the
 LP0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0132.degrees latitude (g = 980.6199 gals.).
 LP0132
 LP0132.The modeled gravity was interpolated from observed gravity values.
 LP0132
 LP0132;                    North         East    Units  Estimated Accuracy
 LP0132;SPC UT C     - 2,206,492.1     375,172.7     MT  (+/- 3 meters HH1 GPS) 
 LP0132
 LP0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK3263650041(NAD 83)
 LP0132
 LP0132                          SUPERSEDED SURVEY CONTROL
 LP0132
 LP0132  NGVD 29 (??/??/92) 1318.580  (m)         4326.04   (f) ADJ UNCH    1 2
 LP0132
 LP0132.Superseded values are not recommended for survey control.
 LP0132
 LP0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0132.See file dsdata.pdf to determine how the superseded data were derived.
 LP0132
 LP0132_MARKER: DB = BENCH MARK DISK
 LP0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0132_STAMPING: G 67 1934
 LP0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0132+STABILITY: SURFACE MOTION
 LP0132
 LP0132  HISTORY     - Date     Condition        Report By
 LP0132  HISTORY     - 1934     MONUMENTED       CGS
 LP0132  HISTORY     - 19890523 GOOD             USGS
 LP0132
 LP0132                          STATION DESCRIPTION
 LP0132
 LP0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0132'17.7 MI W FROM ORRS RANCH.
 LP0132'ABOUT 17.7 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0132'TOOELE COUNTY, AND 30 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY. A
 LP0132'STANDARD DISK, STAMPED G 67 1934 AND SET IN THE TOP OF A CONCRETE
 LP0132'POST.
 LP0132
 LP0132                          STATION RECOVERY (1989)
 LP0132
 LP0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (SDC)
 LP0132'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0169 ***********************************************************************
 LP0169  DESIGNATION -  G 68
 LP0169  PID         -  LP0169
 LP0169  STATE/COUNTY-  UT/TOOELE
 LP0169  COUNTRY     -  US
 LP0169  USGS QUAD   -  GOLD HILL (2017)
 LP0169
 LP0169                         *CURRENT SURVEY CONTROL
 LP0169  ______________________________________________________________________
 LP0169* NAD 83(1986) POSITION- 40 07 54.     (N) 113 45 32.     (W)   SCALED
 LP0169* NAVD 88 ORTHO HEIGHT -  1475.754 (meters)     4841.70  (feet) ADJUSTED
 LP0169  ______________________________________________________________________
 LP0169  GEOID HEIGHT    -        -18.997 (meters)                     GEOID18
 LP0169  DYNAMIC HEIGHT  -       1474.505 (meters)     4837.61  (feet) COMP
 LP0169  MODELED GRAVITY -    979,727.6   (mgal)                       NAVD 88
 LP0169
 LP0169  VERT ORDER      -  FIRST     CLASS II
 LP0169
 LP0169.The horizontal coordinates were scaled from a map and have
 LP0169.an estimated accuracy of +/- 6 seconds.
 LP0169
 LP0169.The orthometric height was determined by differential leveling and
 LP0169.adjusted by the NATIONAL GEODETIC SURVEY
 LP0169.in June 1991.
 LP0169
 LP0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0169.GEOID18 height accuracy estimate available here.
 LP0169
 LP0169.Click photographs - Photos may exist for this station.
 LP0169
 LP0169.The dynamic height is computed by dividing the NAVD 88
 LP0169.geopotential number by the normal gravity value computed on the
 LP0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0169.degrees latitude (g = 980.6199 gals.).
 LP0169
 LP0169.The modeled gravity was interpolated from observed gravity values.
 LP0169
 LP0169;                    North         East    Units  Estimated Accuracy
 LP0169;SPC UT C     - 2,202,080.      307,510.      MT  (+/- 180 meters Scaled)
 LP0169
 LP0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK649460(NAD 83)
 LP0169
 LP0169                          SUPERSEDED SURVEY CONTROL
 LP0169
 LP0169  NGVD 29 (??/??/92) 1474.711  (m)         4838.28   (f) ADJ UNCH    1 2
 LP0169
 LP0169.Superseded values are not recommended for survey control.
 LP0169
 LP0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0169.See file dsdata.pdf to determine how the superseded data were derived.
 LP0169
 LP0169_MARKER: DB = BENCH MARK DISK
 LP0169_SETTING: 80 = SET IN A BOULDER
 LP0169_STAMPING: G 68 1934
 LP0169_MARK LOGO: CGS
 LP0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0169+STABILITY: SURFACE MOTION
 LP0169
 LP0169  HISTORY     - Date     Condition        Report By
 LP0169  HISTORY     - 1934     MONUMENTED       CGS
 LP0169
 LP0169                          STATION DESCRIPTION
 LP0169
 LP0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0169'5.8 MI E FROM GOLD HILL.
 LP0169'ABOUT 5.8 MILES EAST ALONG THE OLD LINCOLN HIGHWAY FROM GOLD HILL,
 LP0169'TOOELE COUNTY, 14 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AT THE
 LP0169'POINT WHERE THE ROAD LEAVES THE FLOOR OF A LARGE DRY WASH, AND IN THE
 LP0169'TOP OF A GRANITE BOULDER 4 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 LP0169'DISK, STAMPED G 68 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0342 ***********************************************************************
 KO0342  DESIGNATION -  G 74
 KO0342  PID         -  KO0342
 KO0342  STATE/COUNTY-  UT/MILLARD
 KO0342  COUNTRY     -  US
 KO0342  USGS QUAD   -  CHALK KNOLLS (2017)
 KO0342
 KO0342                         *CURRENT SURVEY CONTROL
 KO0342  ______________________________________________________________________
 KO0342* NAD 83(1986) POSITION- 39 19 51.     (N) 113 36 33.     (W)   SCALED
 KO0342* NAVD 88 ORTHO HEIGHT -  1463.470 (meters)     4801.40  (feet) ADJUSTED
 KO0342  ______________________________________________________________________
 KO0342  GEOID HEIGHT    -        -19.918 (meters)                     GEOID18
 KO0342  DYNAMIC HEIGHT  -       1462.111 (meters)     4796.94  (feet) COMP
 KO0342  MODELED GRAVITY -    979,647.3   (mgal)                       NAVD 88
 KO0342
 KO0342  VERT ORDER      -  SECOND    CLASS 0
 KO0342
 KO0342.The horizontal coordinates were scaled from a map and have
 KO0342.an estimated accuracy of +/- 6 seconds.
 KO0342
 KO0342.The orthometric height was determined by differential leveling and
 KO0342.adjusted by the NATIONAL GEODETIC SURVEY
 KO0342.in June 1991.
 KO0342
 KO0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0342.GEOID18 height accuracy estimate available here.
 KO0342
 KO0342.Click photographs - Photos may exist for this station.
 KO0342
 KO0342.The dynamic height is computed by dividing the NAVD 88
 KO0342.geopotential number by the normal gravity value computed on the
 KO0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0342.degrees latitude (g = 980.6199 gals.).
 KO0342
 KO0342.The modeled gravity was interpolated from observed gravity values.
 KO0342
 KO0342;                    North         East    Units  Estimated Accuracy
 KO0342;SPC UT C     - 2,112,890.      318,170.      MT  (+/- 180 meters Scaled)
 KO0342
 KO0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ751567(NAD 83)
 KO0342
 KO0342                          SUPERSEDED SURVEY CONTROL
 KO0342
 KO0342  NGVD 29 (??/??/92) 1462.364  (m)         4797.77   (f) ADJ UNCH    2 0
 KO0342
 KO0342.Superseded values are not recommended for survey control.
 KO0342
 KO0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0342.See file dsdata.pdf to determine how the superseded data were derived.
 KO0342
 KO0342_MARKER: DB = BENCH MARK DISK
 KO0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0342_STAMPING: G 74 1934
 KO0342_MARK LOGO: CGS
 KO0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0342+STABILITY: SURFACE MOTION
 KO0342
 KO0342  HISTORY     - Date     Condition        Report By
 KO0342  HISTORY     - 1934     MONUMENTED       CGS
 KO0342  HISTORY     - 1958     GOOD             USGS
 KO0342
 KO0342                          STATION DESCRIPTION
 KO0342
 KO0342'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 KO0342'23.3 MI E FROM ROBINSONS RANCH.
 KO0342'23.3 MILES EAST ALONG OLD U.S. HIGHWAY 6 FROM ROBINSONS RANCH, MILLARD
 KO0342'COUNTY, ON A SMALL HILL BETWEEN TWO DIPS IN THE ROAD, AND 52 FEET
 KO0342'NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK STAMPED G-74
 KO0342'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0352 ***********************************************************************
 KO0352  DESIGNATION -  G 75
 KO0352  PID         -  KO0352
 KO0352  STATE/COUNTY-  UT/MILLARD
 KO0352  COUNTRY     -  US
 KO0352  USGS QUAD   -  GANDY (2017)
 KO0352
 KO0352                         *CURRENT SURVEY CONTROL
 KO0352  ______________________________________________________________________
 KO0352* NAD 83(1986) POSITION- 39 29 40.     (N) 113 58 34.     (W)   SCALED
 KO0352* NAVD 88 ORTHO HEIGHT -  1534.612 (meters)     5034.81  (feet) ADJUSTED
 KO0352  ______________________________________________________________________
 KO0352  GEOID HEIGHT    -        -19.903 (meters)                     GEOID18
 KO0352  DYNAMIC HEIGHT  -       1533.148 (meters)     5030.00  (feet) COMP
 KO0352  MODELED GRAVITY -    979,619.4   (mgal)                       NAVD 88
 KO0352
 KO0352  VERT ORDER      -  SECOND    CLASS 0
 KO0352
 KO0352.The horizontal coordinates were scaled from a map and have
 KO0352.an estimated accuracy of +/- 6 seconds.
 KO0352
 KO0352.The orthometric height was determined by differential leveling and
 KO0352.adjusted by the NATIONAL GEODETIC SURVEY
 KO0352.in June 1991.
 KO0352
 KO0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0352.GEOID18 height accuracy estimate available here.
 KO0352
 KO0352.Click photographs - Photos may exist for this station.
 KO0352
 KO0352.The dynamic height is computed by dividing the NAVD 88
 KO0352.geopotential number by the normal gravity value computed on the
 KO0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0352.degrees latitude (g = 980.6199 gals.).
 KO0352
 KO0352.The modeled gravity was interpolated from observed gravity values.
 KO0352
 KO0352;                    North         East    Units  Estimated Accuracy
 KO0352;SPC UT C     - 2,131,850.      287,050.      MT  (+/- 180 meters Scaled)
 KO0352
 KO0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ440758(NAD 83)
 KO0352
 KO0352                          SUPERSEDED SURVEY CONTROL
 KO0352
 KO0352  NGVD 29 (??/??/92) 1533.491  (m)         5031.13   (f) ADJ UNCH    2 0
 KO0352
 KO0352.Superseded values are not recommended for survey control.
 KO0352
 KO0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0352.See file dsdata.pdf to determine how the superseded data were derived.
 KO0352
 KO0352_MARKER: DB = BENCH MARK DISK
 KO0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0352_STAMPING: G 75 1934
 KO0352_MARK LOGO: CGS
 KO0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0352+STABILITY: SURFACE MOTION
 KO0352
 KO0352  HISTORY     - Date     Condition        Report By
 KO0352  HISTORY     - 1934     MONUMENTED       CGS
 KO0352
 KO0352                          STATION DESCRIPTION
 KO0352
 KO0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0352'16.5 MI S FROM TROUT CREEK.
 KO0352'IN MILLARD COUNTY, 16.5 MILES SOUTH ALONG THE ROAD LEADING TO ROBINSON
 KO0352'RANCH FROM THE OLD POST OFFICE AT TROUT CREEK, ON THE TOP OF A RIDGE,
 KO0352'27 FEET WEST OF A SMALL DRY WASH, AND 42 FEET EAST OF THE CENTER LINE
 KO0352'OF THE ROAD.  SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0193 ***********************************************************************
 LP0193  DESIGNATION -  G 76
 LP0193  PID         -  LP0193
 LP0193  STATE/COUNTY-  UT/TOOELE
 LP0193  COUNTRY     -  US
 LP0193  USGS QUAD   -  CLIFTON (2017)
 LP0193
 LP0193                         *CURRENT SURVEY CONTROL
 LP0193  ______________________________________________________________________
 LP0193* NAD 83(1986) POSITION- 40 01 47.     (N) 113 47 10.     (W)   SCALED
 LP0193* NAVD 88 ORTHO HEIGHT -  1580.877 (meters)     5186.59  (feet) ADJUSTED
 LP0193  ______________________________________________________________________
 LP0193  GEOID HEIGHT    -        -19.005 (meters)                     GEOID18
 LP0193  DYNAMIC HEIGHT  -       1579.472 (meters)     5181.98  (feet) COMP
 LP0193  MODELED GRAVITY -    979,681.2   (mgal)                       NAVD 88
 LP0193
 LP0193  VERT ORDER      -  SECOND    CLASS 0
 LP0193
 LP0193.The horizontal coordinates were scaled from a map and have
 LP0193.an estimated accuracy of +/- 6 seconds.
 LP0193
 LP0193.The orthometric height was determined by differential leveling and
 LP0193.adjusted by the NATIONAL GEODETIC SURVEY
 LP0193.in June 1991.
 LP0193
 LP0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0193.GEOID18 height accuracy estimate available here.
 LP0193
 LP0193.Click photographs - Photos may exist for this station.
 LP0193
 LP0193.The dynamic height is computed by dividing the NAVD 88
 LP0193.geopotential number by the normal gravity value computed on the
 LP0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0193.degrees latitude (g = 980.6199 gals.).
 LP0193
 LP0193.The modeled gravity was interpolated from observed gravity values.
 LP0193
 LP0193;                    North         East    Units  Estimated Accuracy
 LP0193;SPC UT C     - 2,190,830.      304,910.      MT  (+/- 180 meters Scaled)
 LP0193
 LP0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK622347(NAD 83)
 LP0193
 LP0193                          SUPERSEDED SURVEY CONTROL
 LP0193
 LP0193  NGVD 29 (??/??/92) 1579.804  (m)         5183.07   (f) ADJ UNCH    2 0
 LP0193
 LP0193.Superseded values are not recommended for survey control.
 LP0193
 LP0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0193.See file dsdata.pdf to determine how the superseded data were derived.
 LP0193
 LP0193_MARKER: DB = BENCH MARK DISK
 LP0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0193_STAMPING: G 76 1934
 LP0193_MARK LOGO: CGS
 LP0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0193+STABILITY: SURFACE MOTION
 LP0193
 LP0193  HISTORY     - Date     Condition        Report By
 LP0193  HISTORY     - 1934     MONUMENTED       CGS
 LP0193
 LP0193                          STATION DESCRIPTION
 LP0193
 LP0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0193'10.4 MI N FROM CALLAO.
 LP0193'IN TOOELE COUNTY, 10.4 MILES NORTH ALONG THE ROAD LEADING TO GOLD HILL
 LP0193'FROM THE ROAD JUNCTION WEST OF CALLAO, 82 FEET SOUTH OF A SMALL DRY
 LP0193'WASH, 80 FEET NORTH OF A LARGE DRY WASH, AND 30 FEET EAST OF THE
 LP0193'CENTER LINE OF THE ROAD.  SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0064 ***********************************************************************
 LQ0064  DESIGNATION -  G 77
 LQ0064  PID         -  LQ0064
 LQ0064  STATE/COUNTY-  UT/TOOELE
 LQ0064  COUNTRY     -  US
 LQ0064  USGS QUAD   -  WENDOVER (2017)
 LQ0064
 LQ0064                         *CURRENT SURVEY CONTROL
 LQ0064  ______________________________________________________________________
 LQ0064* NAD 83(1986) POSITION- 40 38 28.     (N) 114 02 39.     (W)   SCALED
 LQ0064* NAVD 88 ORTHO HEIGHT -  1289.138 (meters)     4229.45  (feet) ADJUSTED
 LQ0064  ______________________________________________________________________
 LQ0064  GEOID HEIGHT    -        -18.413 (meters)                     GEOID18
 LQ0064  DYNAMIC HEIGHT  -       1288.140 (meters)     4226.17  (feet) COMP
 LQ0064  MODELED GRAVITY -    979,806.4   (mgal)                       NAVD 88
 LQ0064
 LQ0064  VERT ORDER      -  SECOND    CLASS 0
 LQ0064
 LQ0064.The horizontal coordinates were scaled from a map and have
 LQ0064.an estimated accuracy of +/- 6 seconds.
 LQ0064
 LQ0064.The orthometric height was determined by differential leveling and
 LQ0064.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0064.in June 1991.
 LQ0064
 LQ0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0064.GEOID18 height accuracy estimate available here.
 LQ0064
 LQ0064.Click photographs - Photos may exist for this station.
 LQ0064
 LQ0064.The dynamic height is computed by dividing the NAVD 88
 LQ0064.geopotential number by the normal gravity value computed on the
 LQ0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0064.degrees latitude (g = 980.6199 gals.).
 LQ0064
 LQ0064.The modeled gravity was interpolated from observed gravity values.
 LQ0064
 LQ0064;                    North         East    Units  Estimated Accuracy
 LQ0064;SPC UT C     - 2,259,280.      284,820.      MT  (+/- 180 meters Scaled)
 LQ0064
 LQ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF499031(NAD 83)
 LQ0064
 LQ0064                          SUPERSEDED SURVEY CONTROL
 LQ0064
 LQ0064  NGVD 29 (??/??/92) 1288.180  (m)         4226.30   (f) ADJ UNCH    2 0
 LQ0064
 LQ0064.Superseded values are not recommended for survey control.
 LQ0064
 LQ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0064.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0064
 LQ0064_MARKER: DB = BENCH MARK DISK
 LQ0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0064_STAMPING: G 77 1934
 LQ0064_MARK LOGO: CGS
 LQ0064_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0064+STABILITY: SURFACE MOTION
 LQ0064
 LQ0064  HISTORY     - Date     Condition        Report By
 LQ0064  HISTORY     - 1934     MONUMENTED       CGS
 LQ0064  HISTORY     - 19910826 GOOD             DOD
 LQ0064
 LQ0064                          STATION DESCRIPTION
 LQ0064
 LQ0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LQ0064'6.5 MI S FROM WENDOVER.
 LQ0064'6.5 MILES SOUTH ALONG THE DEEP CREEK RAILROAD FROM THE TRI-STATE
 LQ0064'MERCANTILE CO. STORE AT WENDOVER, TOOELE COUNTY, 68 FEET WEST OF
 LQ0064'MILEPOST 7, 33 FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 2
 LQ0064'FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED G 77 1934 AND SET
 LQ0064'IN THE TOP OF A CONCRETE POST.
 LQ0064
 LQ0064                          STATION RECOVERY (1991)
 LQ0064
 LQ0064'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1991 (RFA)
 LQ0064'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0259 ***********************************************************************
 KO0259  DESIGNATION -  G 78
 KO0259  PID         -  KO0259
 KO0259  STATE/COUNTY-  UT/MILLARD
 KO0259  COUNTRY     -  US
 KO0259  USGS QUAD   -  SMELTER KNOLLS EAST (2017)
 KO0259
 KO0259                         *CURRENT SURVEY CONTROL
 KO0259  ______________________________________________________________________
 KO0259* NAD 83(1986) POSITION- 39 25 46.     (N) 112 47 30.     (W)   SCALED
 KO0259* NAVD 88 ORTHO HEIGHT -  1392.581 (meters)     4568.83  (feet) ADJUSTED
 KO0259  ______________________________________________________________________
 KO0259  GEOID HEIGHT    -        -19.660 (meters)                     GEOID18
 KO0259  DYNAMIC HEIGHT  -       1391.313 (meters)     4564.67  (feet) COMP
 KO0259  MODELED GRAVITY -    979,668.3   (mgal)                       NAVD 88
 KO0259
 KO0259  VERT ORDER      -  SECOND    CLASS 0
 KO0259
 KO0259.The horizontal coordinates were scaled from a map and have
 KO0259.an estimated accuracy of +/- 6 seconds.
 KO0259
 KO0259.The orthometric height was determined by differential leveling and
 KO0259.adjusted by the NATIONAL GEODETIC SURVEY
 KO0259.in June 1991.
 KO0259
 KO0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0259.GEOID18 height accuracy estimate available here.
 KO0259
 KO0259.Click photographs - Photos may exist for this station.
 KO0259
 KO0259.The dynamic height is computed by dividing the NAVD 88
 KO0259.geopotential number by the normal gravity value computed on the
 KO0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0259.degrees latitude (g = 980.6199 gals.).
 KO0259
 KO0259.The modeled gravity was interpolated from observed gravity values.
 KO0259
 KO0259;                    North         East    Units  Estimated Accuracy
 KO0259;SPC UT C     - 2,122,490.      388,800.      MT  (+/- 180 meters Scaled)
 KO0259
 KO0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ457659(NAD 83)
 KO0259
 KO0259                          SUPERSEDED SURVEY CONTROL
 KO0259
 KO0259  NGVD 29 (??/??/92) 1391.487  (m)         4565.24   (f) ADJ UNCH    2 0
 KO0259
 KO0259.Superseded values are not recommended for survey control.
 KO0259
 KO0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0259.See file dsdata.pdf to determine how the superseded data were derived.
 KO0259
 KO0259_MARKER: DB = BENCH MARK DISK
 KO0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0259_STAMPING: G 78 1934
 KO0259_MARK LOGO: CGS
 KO0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0259+STABILITY: SURFACE MOTION
 KO0259
 KO0259  HISTORY     - Date     Condition        Report By
 KO0259  HISTORY     - 1934     MONUMENTED       CGS
 KO0259
 KO0259                          STATION DESCRIPTION
 KO0259
 KO0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0259'5.8 MI NW FROM ABRAHAM.
 KO0259'5.8 MILES NORTHWEST ALONG THE HINCKLEY-CALLAO ROAD FROM ABRAHAM.  100
 KO0259'FEET WEST OF A DRY WASH, 30 FEET NORTH OF CENTERLINE OF ROAD.  SET IN
 KO0259'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0298 ***********************************************************************
 KO0298  DESIGNATION -  G 79
 KO0298  PID         -  KO0298
 KO0298  STATE/COUNTY-  UT/JUAB
 KO0298  COUNTRY     -  US
 KO0298  USGS QUAD   -  FISH SPRINGS SW (2017)
 KO0298
 KO0298                         *CURRENT SURVEY CONTROL
 KO0298  ______________________________________________________________________
 KO0298* NAD 83(1986) POSITION- 39 46 55.     (N) 113 24 06.     (W)   SCALED
 KO0298* NAVD 88 ORTHO HEIGHT -  1323.902 (meters)     4343.50  (feet) ADJUSTED
 KO0298  ______________________________________________________________________
 KO0298  GEOID HEIGHT    -        -19.441 (meters)                     GEOID18
 KO0298  DYNAMIC HEIGHT  -       1322.761 (meters)     4339.76  (feet) COMP
 KO0298  MODELED GRAVITY -    979,718.6   (mgal)                       NAVD 88
 KO0298
 KO0298  VERT ORDER      -  SECOND    CLASS 0
 KO0298
 KO0298.The horizontal coordinates were scaled from a map and have
 KO0298.an estimated accuracy of +/- 6 seconds.
 KO0298
 KO0298.The orthometric height was determined by differential leveling and
 KO0298.adjusted by the NATIONAL GEODETIC SURVEY
 KO0298.in June 1991.
 KO0298
 KO0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0298.GEOID18 height accuracy estimate available here.
 KO0298
 KO0298.Click photographs - Photos may exist for this station.
 KO0298
 KO0298.The dynamic height is computed by dividing the NAVD 88
 KO0298.geopotential number by the normal gravity value computed on the
 KO0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0298.degrees latitude (g = 980.6199 gals.).
 KO0298
 KO0298.The modeled gravity was interpolated from observed gravity values.
 KO0298
 KO0298;                    North         East    Units  Estimated Accuracy
 KO0298;SPC UT C     - 2,162,550.      337,120.      MT  (+/- 180 meters Scaled)
 KO0298
 KO0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK943063(NAD 83)
 KO0298
 KO0298                          SUPERSEDED SURVEY CONTROL
 KO0298
 KO0298  NGVD 29 (??/??/92) 1322.873  (m)         4340.13   (f) ADJ UNCH    2 0
 KO0298
 KO0298.Superseded values are not recommended for survey control.
 KO0298
 KO0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0298.See file dsdata.pdf to determine how the superseded data were derived.
 KO0298
 KO0298_MARKER: DB = BENCH MARK DISK
 KO0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0298_STAMPING: G 79 1934
 KO0298_MARK LOGO: CGS
 KO0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0298+STABILITY: SURFACE MOTION
 KO0298
 KO0298  HISTORY     - Date     Condition        Report By
 KO0298  HISTORY     - 1934     MONUMENTED       CGS
 KO0298  HISTORY     - 1967     GOOD             USGS
 KO0298
 KO0298                          STATION DESCRIPTION
 KO0298
 KO0298'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 KO0298'7.5 MI SE FROM FISH SPRINGS.
 KO0298'7.5 MI SE ALONG THE HINCKLEY-CALLAO ROAD FROM FISH SPRINGS, FISH
 KO0298'SPRINGS NATIONAL WILDLIFE REFUGE HEADQUARTERS, 1.2 MI SOUTH OF ALONG
 KO0298'PONY EXPRESS ROAD, THENCE 2.9 MI SOUTH ALONG TRACK ROAD ON WEST SIDE
 KO0298'OF FISH SPRINGS FLAT.  0.3 MI SOUTH OF THREE SMALL ROUND KNOBS, 19 FT
 KO0298'WEST OF ROAD.  SET IN TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0205 ***********************************************************************
 LP0205  DESIGNATION -  G 80
 LP0205  PID         -  LP0205
 LP0205  STATE/COUNTY-  UT/TOOELE
 LP0205  COUNTRY     -  US
 LP0205  USGS QUAD   -  SALDURO (2017)
 LP0205
 LP0205                         *CURRENT SURVEY CONTROL
 LP0205  ______________________________________________________________________
 LP0205* NAD 83(1986) POSITION- 40 44 01.43   (N) 113 47 21.93   (W)   HD_HELD1
 LP0205* NAVD 88 ORTHO HEIGHT -  1285.696 (meters)     4218.15  (feet) ADJUSTED
 LP0205  ______________________________________________________________________
 LP0205  GEOID HEIGHT    -        -18.246 (meters)                     GEOID18
 LP0205  DYNAMIC HEIGHT  -       1284.726 (meters)     4214.97  (feet) COMP
 LP0205  MODELED GRAVITY -    979,825.5   (mgal)                       NAVD 88
 LP0205
 LP0205  VERT ORDER      -  SECOND    CLASS 0
 LP0205
 LP0205.The horizontal coordinates were determined by differentially corrected
 LP0205.hand held GPS observations or other comparable positioning techniques
 LP0205.and have an estimated accuracy of +/- 3 meters.
 LP0205
 LP0205.The orthometric height was determined by differential leveling and
 LP0205.adjusted by the NATIONAL GEODETIC SURVEY
 LP0205.in June 1991.
 LP0205
 LP0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0205.GEOID18 height accuracy estimate available here.
 LP0205
 LP0205.Click photographs - Photos may exist for this station.
 LP0205
 LP0205.The dynamic height is computed by dividing the NAVD 88
 LP0205.geopotential number by the normal gravity value computed on the
 LP0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0205.degrees latitude (g = 980.6199 gals.).
 LP0205
 LP0205.The modeled gravity was interpolated from observed gravity values.
 LP0205
 LP0205;                    North         East    Units  Estimated Accuracy
 LP0205;SPC UT C     - 2,268,976.9     306,622.6     MT  (+/- 3 meters HH1 GPS) 
 LP0205
 LP0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL6444912942(NAD 83)
 LP0205
 LP0205                          SUPERSEDED SURVEY CONTROL
 LP0205
 LP0205  NGVD 29 (??/??/92) 1284.746  (m)         4215.04   (f) ADJ UNCH    2 0
 LP0205
 LP0205.Superseded values are not recommended for survey control.
 LP0205
 LP0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0205.See file dsdata.pdf to determine how the superseded data were derived.
 LP0205
 LP0205_MARKER: DB = BENCH MARK DISK
 LP0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0205_STAMPING: G 80 1934
 LP0205_MARK LOGO: CGS
 LP0205_PROJECTION: FLUSH
 LP0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0205+STABILITY: SURFACE MOTION
 LP0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0205+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2021
 LP0205
 LP0205  HISTORY     - Date     Condition        Report By
 LP0205  HISTORY     - 1934     MONUMENTED       CGS
 LP0205  HISTORY     - 1973     POOR             USGS
 LP0205  HISTORY     - 20210728 GOOD             NGIA
 LP0205
 LP0205                          STATION DESCRIPTION
 LP0205
 LP0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0205'13.5 MI E FROM WENDOVER.
 LP0205'13.5 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE
 LP0205'UTAH-NEVADA STATE LINE AT WENDOVER, TOOELE COUNTY, 107 FEET NORTH OF
 LP0205'MILEPOST 819, 63 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 40 AND
 LP0205'50, 57 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 5 FEET
 LP0205'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED G 80 1934 AND SET IN
 LP0205'THE TOP OF A CONCRETE POST.
 LP0205
 LP0205                          STATION RECOVERY (1973)
 LP0205
 LP0205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LP0205'MARK RECOVERED IN POOR CONDITION.
 LP0205
 LP0205                          STATION RECOVERY (2021)
 LP0205
 LP0205'RECOVERY NOTE BY NATIONAL GEOSPATIAL INTELL AGY 2021 (BWB)
 LP0205'THE MARK IS LOCATED ABOUT 20 M (65.6 FT) SOUTH OF THE ROUTE 2654
 LP0205'CENTERLINE, ABOUT 20 M (65.6 FT) NORTH OF THE RAILROAD TRACK AND ABOUT
 LP0205'100 M (328.1 FT) WEST OF A CELL TOWER.  IT IS IN THE CENTER OF THE
 LP0205'DRAINAGE CANAL THAT IS BETWEEN THE ROAD AND THE RAILROAD TRACK.  A
 LP0205'DRAINAGE PIPE AND MILE MARKER 819 ARE WITHIN 20 M (65.6 FT) OF THE
 LP0205'STATION ON THE RAILROAD SUPPORT LEVEE.
 LP0205'
 LP0205'TO REACH THE STATION FROM THE EXIT 41, KNOLLS, ON INTERSTATE 80 TURN
 LP0205'LEFT AND PROCEED SOUTH OVER THE OVERPASS FOR 0.2 MI (0.3 KM) TO U.S.
 LP0205'ROUTE 2654/OLD U.S. HIGHWAY 40.  TURN LEFT, WEST ON ROUTE 2654 AND GO
 LP0205'FOR 28.7 MI (46.2 KM) TO MILE MARKER 819 AND THE STATION ON THE LEFT,
 LP0205'SOUTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0312 ***********************************************************************
 KO0312  DESIGNATION -  G 81
 KO0312  PID         -  KO0312
 KO0312  STATE/COUNTY-  UT/TOOELE
 KO0312  COUNTRY     -  US
 KO0312  USGS QUAD   -  DUGWAY RANGE NW (2017)
 KO0312
 KO0312                         *CURRENT SURVEY CONTROL
 KO0312  ______________________________________________________________________
 KO0312* NAD 83(1986) POSITION- 39 55 56.     (N) 113 14 42.     (W)   SCALED
 KO0312* NAVD 88 ORTHO HEIGHT -  1314.004 (meters)     4311.03  (feet) ADJUSTED
 KO0312  ______________________________________________________________________
 KO0312  GEOID HEIGHT    -        -19.156 (meters)                     GEOID18
 KO0312  DYNAMIC HEIGHT  -       1312.903 (meters)     4307.42  (feet) COMP
 KO0312  MODELED GRAVITY -    979,742.5   (mgal)                       NAVD 88
 KO0312
 KO0312  VERT ORDER      -  SECOND    CLASS 0
 KO0312
 KO0312.The horizontal coordinates were scaled from a map and have
 KO0312.an estimated accuracy of +/- 6 seconds.
 KO0312
 KO0312.The orthometric height was determined by differential leveling and
 KO0312.adjusted by the NATIONAL GEODETIC SURVEY
 KO0312.in June 1991.
 KO0312
 KO0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0312.GEOID18 height accuracy estimate available here.
 KO0312
 KO0312.Click photographs - Photos may exist for this station.
 KO0312
 KO0312.The dynamic height is computed by dividing the NAVD 88
 KO0312.geopotential number by the normal gravity value computed on the
 KO0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0312.degrees latitude (g = 980.6199 gals.).
 KO0312
 KO0312.The modeled gravity was interpolated from observed gravity values.
 KO0312
 KO0312;                    North         East    Units  Estimated Accuracy
 KO0312;SPC UT C     - 2,178,960.      350,870.      MT  (+/- 180 meters Scaled)
 KO0312
 KO0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK081226(NAD 83)
 KO0312
 KO0312                          SUPERSEDED SURVEY CONTROL
 KO0312
 KO0312  NGVD 29 (??/??/92) 1312.988  (m)         4307.69   (f) ADJ UNCH    2 0
 KO0312
 KO0312.Superseded values are not recommended for survey control.
 KO0312
 KO0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0312.See file dsdata.pdf to determine how the superseded data were derived.
 KO0312
 KO0312_MARKER: DB = BENCH MARK DISK
 KO0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0312_STAMPING: G 81 1934
 KO0312_MARK LOGO: CGS
 KO0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0312+STABILITY: SURFACE MOTION
 KO0312
 KO0312  HISTORY     - Date     Condition        Report By
 KO0312  HISTORY     - 1934     MONUMENTED       CGS
 KO0312  HISTORY     - 1967     GOOD             USGS
 KO0312
 KO0312                          STATION DESCRIPTION
 KO0312
 KO0312'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 KO0312'13.4 MI NE FROM FISH SPRINGS.
 KO0312'FISH SPRINGS NATIONAL WILDLIFE REFUGE HEADQUARTERS, 10.4 MI. SOUTH AND
 KO0312'EAST OF ALONG PONY EXPRESS ROAD, THENCE 4.1 MI. NE ALONG TRACK ROAD,
 KO0312'0.6 MI. NE OF STALEY RESERVOIR, 35 FT. SE OF SOUTHEAST TRACK ROAD, AND
 KO0312'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0134 ***********************************************************************
 LQ0134  DESIGNATION -  G 83
 LQ0134  PID         -  LQ0134
 LQ0134  STATE/COUNTY-  UT/TOOELE
 LQ0134  COUNTRY     -  US
 LQ0134  USGS QUAD   -  LEPPY PEAK (2018)
 LQ0134
 LQ0134                         *CURRENT SURVEY CONTROL
 LQ0134  ______________________________________________________________________
 LQ0134* NAD 83(1986) POSITION- 40 49 39.     (N) 114 00 15.     (W)   SCALED
 LQ0134* NAVD 88 ORTHO HEIGHT -  1397.198 (meters)     4583.97  (feet) ADJUSTED
 LQ0134  ______________________________________________________________________
 LQ0134  GEOID HEIGHT    -        -17.920 (meters)                     GEOID18
 LQ0134  DYNAMIC HEIGHT  -       1396.134 (meters)     4580.48  (feet) COMP
 LQ0134  MODELED GRAVITY -    979,813.8   (mgal)                       NAVD 88
 LQ0134
 LQ0134  VERT ORDER      -  SECOND    CLASS 0
 LQ0134
 LQ0134.The horizontal coordinates were scaled from a map and have
 LQ0134.an estimated accuracy of +/- 6 seconds.
 LQ0134
 LQ0134.The orthometric height was determined by differential leveling and
 LQ0134.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0134.in June 1991.
 LQ0134
 LQ0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0134.GEOID18 height accuracy estimate available here.
 LQ0134
 LQ0134.Click photographs - Photos may exist for this station.
 LQ0134
 LQ0134.The dynamic height is computed by dividing the NAVD 88
 LQ0134.geopotential number by the normal gravity value computed on the
 LQ0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0134.degrees latitude (g = 980.6199 gals.).
 LQ0134
 LQ0134.The modeled gravity was interpolated from observed gravity values.
 LQ0134
 LQ0134;                    North         East    Units  Estimated Accuracy
 LQ0134;SPC UT C     - 2,279,870.      288,780.      MT  (+/- 180 meters Scaled)
 LQ0134
 LQ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF526239(NAD 83)
 LQ0134
 LQ0134                          SUPERSEDED SURVEY CONTROL
 LQ0134
 LQ0134  NGVD 29 (??/??/92) 1396.228  (m)         4580.79   (f) ADJ UNCH    2 0
 LQ0134
 LQ0134.Superseded values are not recommended for survey control.
 LQ0134
 LQ0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0134.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0134
 LQ0134_MARKER: DB = BENCH MARK DISK
 LQ0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0134_STAMPING: G 83 1958
 LQ0134_MARK LOGO: CGS
 LQ0134_PROJECTION: PROJECTING 12 CENTIMETERS
 LQ0134_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0134+STABILITY: SURFACE MOTION
 LQ0134
 LQ0134  HISTORY     - Date     Condition        Report By
 LQ0134  HISTORY     - 1958     MONUMENTED       CGS
 LQ0134  HISTORY     - 19980806 GOOD             NIMA
 LQ0134
 LQ0134                          STATION DESCRIPTION
 LQ0134
 LQ0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0134'8.2 MI N FROM WENDOVER.
 LQ0134'0.9 MILE EAST ALONG U.S. HIGHWAY 40 AND 50 ALTERNATE FROM THE
 LQ0134'NEVADA-UTAH STATE LINE AT WENDOVER, THENCE 5.1 MILES NORTH ALONG A
 LQ0134'GRAVEL ROAD, THENCE 2.2 MILES NORTH ALONG A DIRT ROAD, 0.4 MILE NORTH
 LQ0134'OF THE JUNCTION OF A DIRT ROAD NORTHEAST, 31 1/2 FEET WEST OF THE
 LQ0134'CENTER LINE OF THE ROAD, 2.6 FEET EAST OF A WITNESS POST, ABOUT 1 1/2
 LQ0134'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LQ0134'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LQ0134
 LQ0134                          STATION RECOVERY (1998)
 LQ0134
 LQ0134'RECOVERY NOTE BY NATIONAL IMAGERY + MAPPING AGENCY 1998 (JDT)
 LQ0134'GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0389 ***********************************************************************
 MS0389  DESIGNATION -  G 84
 MS0389  PID         -  MS0389
 MS0389  STATE/COUNTY-  UT/BOX ELDER
 MS0389  COUNTRY     -  US
 MS0389  USGS QUAD   -  CRATER ISLAND NW (2017)
 MS0389
 MS0389                         *CURRENT SURVEY CONTROL
 MS0389  ______________________________________________________________________
 MS0389* NAD 83(1986) POSITION- 41 09 40.     (N) 113 55 36.     (W)   SCALED
 MS0389* NAVD 88 ORTHO HEIGHT -  1321.956 (meters)     4337.12  (feet) ADJUSTED
 MS0389  ______________________________________________________________________
 MS0389  GEOID HEIGHT    -        -17.210 (meters)                     GEOID18
 MS0389  DYNAMIC HEIGHT  -       1320.987 (meters)     4333.94  (feet) COMP
 MS0389  MODELED GRAVITY -    979,845.3   (mgal)                       NAVD 88
 MS0389
 MS0389  VERT ORDER      -  SECOND    CLASS 0
 MS0389
 MS0389.The horizontal coordinates were scaled from a map and have
 MS0389.an estimated accuracy of +/- 6 seconds.
 MS0389
 MS0389.The orthometric height was determined by differential leveling and
 MS0389.adjusted by the NATIONAL GEODETIC SURVEY
 MS0389.in June 1991.
 MS0389
 MS0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0389.GEOID18 height accuracy estimate available here.
 MS0389
 MS0389.Click photographs - Photos may exist for this station.
 MS0389
 MS0389.The dynamic height is computed by dividing the NAVD 88
 MS0389.geopotential number by the normal gravity value computed on the
 MS0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0389.degrees latitude (g = 980.6199 gals.).
 MS0389
 MS0389.The modeled gravity was interpolated from observed gravity values.
 MS0389
 MS0389;                    North         East    Units  Estimated Accuracy
 MS0389;SPC UT N     - 1,094,770.      296,370.      MT  (+/- 180 meters Scaled)
 MS0389
 MS0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL544607(NAD 83)
 MS0389
 MS0389                          SUPERSEDED SURVEY CONTROL
 MS0389
 MS0389  NGVD 29 (??/??/92) 1320.955  (m)         4333.83   (f) ADJ UNCH    2 0
 MS0389
 MS0389.Superseded values are not recommended for survey control.
 MS0389
 MS0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0389.See file dsdata.pdf to determine how the superseded data were derived.
 MS0389
 MS0389_MARKER: DB = BENCH MARK DISK
 MS0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0389_STAMPING: G 84 1958
 MS0389_MARK LOGO: CGS
 MS0389_MAGNETIC: N = NO MAGNETIC MATERIAL
 MS0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0389+STABILITY: SURFACE MOTION
 MS0389
 MS0389  HISTORY     - Date     Condition        Report By
 MS0389  HISTORY     - 1958     MONUMENTED       CGS
 MS0389  HISTORY     - 19980806 GOOD             NIMA
 MS0389
 MS0389                          STATION DESCRIPTION
 MS0389
 MS0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MS0389'13.8 MI S FROM LUCIN.
 MS0389'13.8 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT LUCIN,
 MS0389'0.25 MILE SOUTHWEST OF THE CROSSING OF THE SOUTHWEST ONE OF TWO
 MS0389'NORTHWEST SOUTHEAST ALKALI RIDGES, 0.1 MILE NORTH OF THE CROSSING OF A
 MS0389'WASH, 35 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET
 MS0389'NORTHWEST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND
 MS0389'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 MS0389'GROUND.
 MS0389
 MS0389                          STATION RECOVERY (1998)
 MS0389
 MS0389'RECOVERY NOTE BY NATIONAL IMAGERY + MAPPING AGENCY 1998 (JDT)
 MS0389'GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0090 ***********************************************************************
 LP0090  DESIGNATION -  G 86
 LP0090  PID         -  LP0090
 LP0090  STATE/COUNTY-  UT/TOOELE
 LP0090  COUNTRY     -  US
 LP0090  USGS QUAD   -  TERRA (2017)
 LP0090
 LP0090                         *CURRENT SURVEY CONTROL
 LP0090  ______________________________________________________________________
 LP0090* NAD 83(1986) POSITION- 40 18 22.     (N) 112 44 06.     (W)   SCALED
 LP0090* NAVD 88 ORTHO HEIGHT -  1430.198 (meters)     4692.24  (feet) ADJUSTED
 LP0090  ______________________________________________________________________
 LP0090  GEOID HEIGHT    -        -17.980 (meters)                     GEOID18
 LP0090  DYNAMIC HEIGHT  -       1428.990 (meters)     4688.28  (feet) COMP
 LP0090  MODELED GRAVITY -    979,731.2   (mgal)                       NAVD 88
 LP0090
 LP0090  VERT ORDER      -  FIRST     CLASS II
 LP0090
 LP0090.The horizontal coordinates were scaled from a map and have
 LP0090.an estimated accuracy of +/- 6 seconds.
 LP0090
 LP0090.The orthometric height was determined by differential leveling and
 LP0090.adjusted by the NATIONAL GEODETIC SURVEY
 LP0090.in June 1991.
 LP0090
 LP0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0090.GEOID18 height accuracy estimate available here.
 LP0090
 LP0090.Click photographs - Photos may exist for this station.
 LP0090
 LP0090.The dynamic height is computed by dividing the NAVD 88
 LP0090.geopotential number by the normal gravity value computed on the
 LP0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0090.degrees latitude (g = 980.6199 gals.).
 LP0090
 LP0090.The modeled gravity was interpolated from observed gravity values.
 LP0090
 LP0090;                    North         East    Units  Estimated Accuracy
 LP0090;SPC UT C     - 2,219,740.      395,020.      MT  (+/- 180 meters Scaled)
 LP0090
 LP0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK525631(NAD 83)
 LP0090
 LP0090                          SUPERSEDED SURVEY CONTROL
 LP0090
 LP0090  NGVD 29 (??/??/92) 1429.103  (m)         4688.65   (f) ADJ UNCH    1 2
 LP0090
 LP0090.Superseded values are not recommended for survey control.
 LP0090
 LP0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0090.See file dsdata.pdf to determine how the superseded data were derived.
 LP0090
 LP0090_MARKER: DB = BENCH MARK DISK
 LP0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0090_STAMPING: G 86 1934
 LP0090_MARK LOGO: CGS
 LP0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0090+STABILITY: SURFACE MOTION
 LP0090
 LP0090  HISTORY     - Date     Condition        Report By
 LP0090  HISTORY     - 1934     MONUMENTED       CGS
 LP0090  HISTORY     - 1981     GOOD             USGS
 LP0090
 LP0090                          STATION DESCRIPTION
 LP0090
 LP0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0090'0.5 MI NW FROM ORRS RANCH.
 LP0090'ABOUT 0.5 MILE NORTHWEST ALONG A ROAD FROM ORRS RANCH, TOOELE COUNTY,
 LP0090'AT THE INTERSECTION OF THREE ROADS, ABOUT 400 FEET WEST OF A FENCE
 LP0090'CORNER, ACROSS THE ROAD FROM BENCH MARK F 86, DESCRIBED ABOVE, AND 30
 LP0090'FEET SOUTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED G
 LP0090'86 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LP0090
 LP0090                          STATION RECOVERY (1981)
 LP0090
 LP0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LP0090'X-RDS. 0.5 MI. N. OF ORR RANCH, 96 FT. S, AND 50 FT. E., AND 0.3 FT.
 LP0090'LOWER THAN LX-RDS., SET IN TOP OF A ROUND CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0113 ***********************************************************************
 LP0113  DESIGNATION -  G 87
 LP0113  PID         -  LP0113
 LP0113  STATE/COUNTY-  UT/TOOELE
 LP0113  COUNTRY     -  US
 LP0113  USGS QUAD   -  TIMPIE (2017)
 LP0113
 LP0113                         *CURRENT SURVEY CONTROL
 LP0113  ______________________________________________________________________
 LP0113* NAD 83(1994) POSITION- 40 37 47.88068(N) 112 41 45.33568(W)   ADJUSTED
 LP0113* NAVD 88 ORTHO HEIGHT -  1320.205 (meters)     4331.37  (feet) ADJUSTED
 LP0113  ______________________________________________________________________
 LP0113  GEOID HEIGHT    -        -17.518 (meters)                     GEOID18
 LP0113  LAPLACE CORR    -          6.01  (seconds)                    DEFLEC18
 LP0113  DYNAMIC HEIGHT  -       1319.186 (meters)     4328.03  (feet) COMP
 LP0113  MODELED GRAVITY -    979,806.9   (mgal)                       NAVD 88
 LP0113
 LP0113  HORZ ORDER      -  THIRD
 LP0113  VERT ORDER      -  SECOND    CLASS 0
 LP0113
 LP0113.The horizontal coordinates were established by classical geodetic methods
 LP0113.and adjusted by the National Geodetic Survey in November 1997.
 LP0113
 LP0113.The orthometric height was determined by differential leveling and
 LP0113.adjusted by the NATIONAL GEODETIC SURVEY
 LP0113.in June 1991.
 LP0113
 LP0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0113.GEOID18 height accuracy estimate available here.
 LP0113
 LP0113.Click photographs - Photos may exist for this station.
 LP0113
 LP0113.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0113
 LP0113.The dynamic height is computed by dividing the NAVD 88
 LP0113.geopotential number by the normal gravity value computed on the
 LP0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0113.degrees latitude (g = 980.6199 gals.).
 LP0113
 LP0113.The modeled gravity was interpolated from observed gravity values.
 LP0113
 LP0113. The following values were computed from the NAD 83(1994) position.
 LP0113
 LP0113;                    North         East     Units Scale Factor Converg.
 LP0113;SPC UT C     - 2,255,655.437   398,823.392   MT  0.99999508   -0 45 57.9
 LP0113;SPC UT C     - 7,400,429.55  1,308,473.08   sFT  0.99999508   -0 45 57.9
 LP0113;UTM  12      - 4,499,063.653   356,572.067   MT  0.99985321   -1 06 16.3
 LP0113
 LP0113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0113!SPC UT C     -   0.99979569  x   0.99999508  =   0.99979077
 LP0113!UTM  12      -   0.99979569  x   0.99985321  =   0.99964893
 LP0113
 LP0113:                Primary Azimuth Mark                     Grid Az
 LP0113:SPC UT C     -  ONAQUI                                   114 42 55.8
 LP0113:UTM  12      -  ONAQUI                                   115 03 14.2
 LP0113
 LP0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK5657299063(NAD 83)
 LP0113
 LP0113|---------------------------------------------------------------------|
 LP0113| PID    Reference Object                     Distance      Geod. Az  |
 LP0113|                                                           dddmmss.s |
 LP0113| LP0487 ONAQUI                              APPROX. 7.5 KM 1135657.9 |
 LP0113|---------------------------------------------------------------------|
 LP0113
 LP0113                          SUPERSEDED SURVEY CONTROL
 LP0113
 LP0113  NAD 83(1993)-  40 37 47.87514(N)    112 41 45.32792(W) AD(       ) 3
 LP0113  NAD 83(1986)-  40 37 47.87088(N)    112 41 45.32510(W) AD(       ) 3
 LP0113  NAD 27      -  40 37 48.08706(N)    112 41 42.45540(W) AD(       ) 3
 LP0113  NGVD 29 (??/??/92) 1319.189  (m)         4328.04   (f) ADJ UNCH    2 0
 LP0113  NGVD 29            1319.19   (m)         4328.0    (f) LEVELING    3  
 LP0113
 LP0113.Superseded values are not recommended for survey control.
 LP0113
 LP0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0113.See file dsdata.pdf to determine how the superseded data were derived.
 LP0113
 LP0113_MARKER: DB = BENCH MARK DISK
 LP0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0113_STAMPING: G 87 1934
 LP0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0113+STABILITY: SURFACE MOTION
 LP0113
 LP0113  HISTORY     - Date     Condition        Report By
 LP0113  HISTORY     - 1934     MONUMENTED       CGS
 LP0113  HISTORY     - 1955     GOOD             USGS
 LP0113  HISTORY     - 1981     GOOD             USGS
 LP0113
 LP0113                          STATION DESCRIPTION
 LP0113
 LP0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0113'8.8 MI S FROM TIMPIE.
 LP0113'ABOUT 8.8 MILES SOUTH ALONG THE ROAD TO ORRS RANCH FROM THE JUNCTION
 LP0113'WITH U.S. HIGHWAY 40 AT TIMPIE, TOOELE COUNTY, ABOUT 0.5 MILE SOUTH OF
 LP0113'A FENCE CORNER, AND 35 FEET WEST OF THE CENTER LINE OF THE ROAD. A
 LP0113'STANDARD DISK, STAMPED G 87 1934 AND SET IN THE TOP OF A CONCRETE
 LP0113'POST.
 LP0113
 LP0113                          STATION RECOVERY (1955)
 LP0113
 LP0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LP0113'DESCRIBED AS FOLLOWS
 LP0113'
 LP0113'ABOUT 8.8 MI. S. ALONG THE RD. TO ORRS RANCH FROM THE JUNCTION WITH
 LP0113'U.S. HIGHWAY 40 AT TIMPIE, TOOELE COUNTY, ABOUT 0.5 MI. S. OF A FENCE
 LP0113'CORNER, AND 35 FT. W. OF THE CENTER OF RD.
 LP0113'
 LP0113'LOCATED ABOUT 10 MI. SE. OF DELLE, 8 MI. S. OF
 LP0113'TIMPIE, 60 FT. W. OF OILED DUGWAY ROAD.
 LP0113'
 LP0113'STATION MARK--STANDARD USC AND GS BM STAMPED ---G 87 1934---, SET IN
 LP0113'CONCRETE BLOCK.
 LP0113'
 LP0113'REFERENCE MARKS--NONE.
 LP0113
 LP0113                          STATION RECOVERY (1981)
 LP0113
 LP0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LP0113'FROM TIMPLE (I-80 AT FAS 108) ABOUT 8.8 MILES SOUTH ON SKULL VALLEY
 LP0113'ROAD. THE BENCH MARK IS 183 FEET NORTHEAST OF CENTERLINE OF DRIVEWAY
 LP0113'WEST, 33 WEST OF OLD HIGHWAY. THE BENCH MARK IS IN SE 1/4, NW 1/4
 LP0113'SECTION 24 T 2 S R 8 W. A STANDARD TABLET SET IN THE TOP OF A
 LP0113'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0244 ***********************************************************************
 MS0244  DESIGNATION -  G 89
 MS0244  PID         -  MS0244
 MS0244  STATE/COUNTY-  UT/BOX ELDER
 MS0244  COUNTRY     -  US
 MS0244  USGS QUAD   -  MONUMENT PEAK NW (2017)
 MS0244
 MS0244                         *CURRENT SURVEY CONTROL
 MS0244  ______________________________________________________________________
 MS0244* NAD 83(1986) POSITION- 41 58 00.     (N) 112 54 10.     (W)   SCALED
 MS0244* NAVD 88 ORTHO HEIGHT -  1340.774 (meters)     4398.86  (feet) ADJUSTED
 MS0244  ______________________________________________________________________
 MS0244  GEOID HEIGHT    -        -15.014 (meters)                     GEOID18
 MS0244  DYNAMIC HEIGHT  -       1339.887 (meters)     4395.95  (feet) COMP
 MS0244  MODELED GRAVITY -    979,914.4   (mgal)                       NAVD 88
 MS0244
 MS0244  VERT ORDER      -  SECOND    CLASS 0
 MS0244
 MS0244.The horizontal coordinates were scaled from a map and have
 MS0244.an estimated accuracy of +/- 6 seconds.
 MS0244
 MS0244.The orthometric height was determined by differential leveling and
 MS0244.adjusted by the NATIONAL GEODETIC SURVEY
 MS0244.in June 1991.
 MS0244
 MS0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0244.GEOID18 height accuracy estimate available here.
 MS0244
 MS0244.Click photographs - Photos may exist for this station.
 MS0244
 MS0244.The dynamic height is computed by dividing the NAVD 88
 MS0244.geopotential number by the normal gravity value computed on the
 MS0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0244.degrees latitude (g = 980.6199 gals.).
 MS0244
 MS0244.The modeled gravity was interpolated from observed gravity values.
 MS0244
 MS0244;                    North         East    Units  Estimated Accuracy
 MS0244;SPC UT N     - 1,182,330.      383,720.      MT  (+/- 180 meters Scaled)
 MS0244
 MS0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM423478(NAD 83)
 MS0244
 MS0244                          SUPERSEDED SURVEY CONTROL
 MS0244
 MS0244  NGVD 29 (??/??/92) 1339.752  (m)         4395.50   (f) ADJ UNCH    2 0
 MS0244
 MS0244.Superseded values are not recommended for survey control.
 MS0244
 MS0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0244.See file dsdata.pdf to determine how the superseded data were derived.
 MS0244
 MS0244_MARKER: DB = BENCH MARK DISK
 MS0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0244_STAMPING: G 89 1934
 MS0244_MARK LOGO: CGS
 MS0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0244+STABILITY: SURFACE MOTION
 MS0244
 MS0244  HISTORY     - Date     Condition        Report By
 MS0244  HISTORY     - 1934     MONUMENTED       CGS
 MS0244  HISTORY     - 1968     MARK NOT FOUND   USGS
 MS0244
 MS0244                          STATION DESCRIPTION
 MS0244
 MS0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0244'9.6 MI W FROM SNOWVILLE.
 MS0244'9.6 MILES WEST ALONG U.S. HIGHWAY 30 S FROM THE CAFE BUILDING AT
 MS0244'SNOWVILLE, BOX ELDER COUNTY, 4.2 MILES WEST OF THE JUNCTION OF THE
 MS0244'ROAD LEADING TO KELTON, AND 50 FEET NORTH OF THE CENTER LINE OF THE
 MS0244'HIGHWAY.  A STANDARD DISK, STAMPED G 89 1934 AND SET IN THE TOP OF A
 MS0244'CONCRETE POST.
 MS0244
 MS0244                          STATION RECOVERY (1968)
 MS0244
 MS0244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MS0244'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0319 ***********************************************************************
 JO0319  DESIGNATION -  G 9
 JO0319  PID         -  JO0319
 JO0319  STATE/COUNTY-  UT/BEAVER
 JO0319  COUNTRY     -  US
 JO0319  USGS QUAD   -  MILFORD (2017)
 JO0319
 JO0319                         *CURRENT SURVEY CONTROL
 JO0319  ______________________________________________________________________
 JO0319* NAD 83(1986) POSITION- 38 23 31.     (N) 113 00 38.     (W)   SCALED
 JO0319* NAVD 88 ORTHO HEIGHT -  1511.954 (meters)     4960.47  (feet) ADJUSTED
 JO0319  ______________________________________________________________________
 JO0319  GEOID HEIGHT    -        -20.952 (meters)                     GEOID18
 JO0319  DYNAMIC HEIGHT  -       1510.364 (meters)     4955.25  (feet) COMP
 JO0319  MODELED GRAVITY -    979,525.1   (mgal)                       NAVD 88
 JO0319
 JO0319  VERT ORDER      -  FIRST     CLASS II
 JO0319
 JO0319.The horizontal coordinates were scaled from a map and have
 JO0319.an estimated accuracy of +/- 6 seconds.
 JO0319
 JO0319.The orthometric height was determined by differential leveling and
 JO0319.adjusted by the NATIONAL GEODETIC SURVEY
 JO0319.in June 1991.
 JO0319
 JO0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0319.GEOID18 height accuracy estimate available here.
 JO0319
 JO0319.Click photographs - Photos may exist for this station.
 JO0319
 JO0319.The dynamic height is computed by dividing the NAVD 88
 JO0319.geopotential number by the normal gravity value computed on the
 JO0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0319.degrees latitude (g = 980.6199 gals.).
 JO0319
 JO0319.The modeled gravity was interpolated from observed gravity values.
 JO0319
 JO0319;                    North         East    Units  Estimated Accuracy
 JO0319;SPC UT S     - 3,192,550.      368,040.      MT  (+/- 180 meters Scaled)
 JO0319
 JO0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH244512(NAD 83)
 JO0319
 JO0319                          SUPERSEDED SURVEY CONTROL
 JO0319
 JO0319  NGVD 29 (??/??/92) 1510.892  (m)         4956.98   (f) ADJ UNCH    1 2
 JO0319
 JO0319.Superseded values are not recommended for survey control.
 JO0319
 JO0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0319.See file dsdata.pdf to determine how the superseded data were derived.
 JO0319
 JO0319_MARKER: Q = CHISELED SQUARE
 JO0319_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JO0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0319
 JO0319  HISTORY     - Date     Condition        Report By
 JO0319  HISTORY     - 1908     MONUMENTED       CGS
 JO0319  HISTORY     - 1934     GOOD             CGS
 JO0319  HISTORY     - 1970     MARK NOT FOUND   NGS
 JO0319  HISTORY     - 1984     MARK NOT FOUND   NGS
 JO0319
 JO0319                          STATION DESCRIPTION
 JO0319
 JO0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0319'IN MILFORD.
 JO0319'AT MILFORD, BEAVER COUNTY, ABOUT 160 YARDS SOUTHWEST OF THE OPERATORS
 JO0319'WINDOW AT THE UNION PACIFIC RAILROAD STATION, ABOUT 375 FEET SOUTHEAST
 JO0319'OF THE CROSSING OF STATE HIGHWAY 21 LEADING TO MINERSVILLE, 78 FEET
 JO0319'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 JO0319'GROUND.  THE BOTTOM OF A SQUARE HOLE, SURROUNDED BY THE LETTERS USBM,
 JO0319'IN THE TOP OF A STONE POST.
 JO0319
 JO0319                          STATION RECOVERY (1970)
 JO0319
 JO0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JO0319'MARK NOT FOUND.
 JO0319
 JO0319                          STATION RECOVERY (1984)
 JO0319
 JO0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0319'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0315 ***********************************************************************
 MR0315  DESIGNATION -  G 90
 MR0315  PID         -  MR0315
 MR0315  STATE/COUNTY-  UT/SUMMIT
 MR0315  COUNTRY     -  US
 MR0315  USGS QUAD   -  HEINERS CREEK (2017)
 MR0315
 MR0315                         *CURRENT SURVEY CONTROL
 MR0315  ______________________________________________________________________
 MR0315* NAD 83(1986) POSITION- 41 03 15.     (N) 111 17 52.     (W)   SCALED
 MR0315* NAVD 88 ORTHO HEIGHT -  1810.984 (meters)     5941.54  (feet) ADJUSTED
 MR0315  ______________________________________________________________________
 MR0315  GEOID HEIGHT    -        -15.696 (meters)                     GEOID18
 MR0315  DYNAMIC HEIGHT  -       1809.342 (meters)     5936.15  (feet) COMP
 MR0315  MODELED GRAVITY -    979,653.9   (mgal)                       NAVD 88
 MR0315
 MR0315  VERT ORDER      -  SECOND    CLASS 0
 MR0315
 MR0315.The horizontal coordinates were scaled from a map and have
 MR0315.an estimated accuracy of +/- 6 seconds.
 MR0315
 MR0315.The orthometric height was determined by differential leveling and
 MR0315.adjusted by the NATIONAL GEODETIC SURVEY
 MR0315.in June 1991.
 MR0315
 MR0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0315.GEOID18 height accuracy estimate available here.
 MR0315
 MR0315.Click photographs - Photos may exist for this station.
 MR0315
 MR0315.The dynamic height is computed by dividing the NAVD 88
 MR0315.geopotential number by the normal gravity value computed on the
 MR0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0315.degrees latitude (g = 980.6199 gals.).
 MR0315
 MR0315.The modeled gravity was interpolated from observed gravity values.
 MR0315
 MR0315;                    North         East    Units  Estimated Accuracy
 MR0315;SPC UT N     - 1,080,070.      517,000.      MT  (+/- 180 meters Scaled)
 MR0315
 MR0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL749448(NAD 83)
 MR0315
 MR0315                          SUPERSEDED SURVEY CONTROL
 MR0315
 MR0315.No superseded survey control is available for this station.
 MR0315
 MR0315_MARKER: DB = BENCH MARK DISK
 MR0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0315_STAMPING: G 90 1934
 MR0315_MARK LOGO: CGS
 MR0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0315+STABILITY: SURFACE MOTION
 MR0315
 MR0315  HISTORY     - Date     Condition        Report By
 MR0315  HISTORY     - 1934     MONUMENTED       CGS
 MR0315  HISTORY     - 1958     MARK NOT FOUND   CGS
 MR0315
 MR0315                          STATION DESCRIPTION
 MR0315
 MR0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0315'9.5 MI NE FROM ECHO.
 MR0315'ABOUT 9-1/2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0315'STATION AT ECHO, SUMMIT COUNTY, NORTHEAST OF EMORY, ABOUT 5 POLES
 MR0315'SOUTHWEST OF LIGHT SIGNAL 942.6, AT THE WATER TANK, IN THE TOP OF A
 MR0315'CONCRETE PEDESTAL, AND 9 FEET FROM THE CENTERLINE OF THE TRACK.  A
 MR0315'STANDARD DISK, STAMPED G 90 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0626 ***********************************************************************
 LO0626  DESIGNATION -  G 91
 LO0626  PID         -  LO0626
 LO0626  STATE/COUNTY-  UT/DAVIS
 LO0626  COUNTRY     -  US
 LO0626  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0626
 LO0626                         *CURRENT SURVEY CONTROL
 LO0626  ______________________________________________________________________
 LO0626* NAD 83(1986) POSITION- 40 52 04.     (N) 111 55 44.     (W)   SCALED
 LO0626* NAVD 88 ORTHO HEIGHT -  1291.380 (meters)     4236.80  (feet) ADJUSTED
 LO0626  ______________________________________________________________________
 LO0626  GEOID HEIGHT    -        -16.821 (meters)                     GEOID18
 LO0626  DYNAMIC HEIGHT  -       1290.378 (meters)     4233.52  (feet) COMP
 LO0626  MODELED GRAVITY -    979,804.7   (mgal)                       NAVD 88
 LO0626
 LO0626  VERT ORDER      -  FIRST     CLASS II
 LO0626
 LO0626.The horizontal coordinates were scaled from a map and have
 LO0626.an estimated accuracy of +/- 6 seconds.
 LO0626
 LO0626.The orthometric height was determined by differential leveling and
 LO0626.adjusted by the NATIONAL GEODETIC SURVEY
 LO0626.in June 1991.
 LO0626
 LO0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0626.GEOID18 height accuracy estimate available here.
 LO0626
 LO0626.Click photographs - Photos may exist for this station.
 LO0626
 LO0626.The dynamic height is computed by dividing the NAVD 88
 LO0626.geopotential number by the normal gravity value computed on the
 LO0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0626.degrees latitude (g = 980.6199 gals.).
 LO0626
 LO0626.The modeled gravity was interpolated from observed gravity values.
 LO0626
 LO0626;                    North         East    Units  Estimated Accuracy
 LO0626;SPC UT N     - 1,059,440.      463,840.      MT  (+/- 180 meters Scaled)
 LO0626
 LO0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL217244(NAD 83)
 LO0626
 LO0626                          SUPERSEDED SURVEY CONTROL
 LO0626
 LO0626  NGVD 29 (??/??/92) 1290.471  (m)         4233.82   (f) ADJ UNCH    1 2
 LO0626
 LO0626.Superseded values are not recommended for survey control.
 LO0626
 LO0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0626.See file dsdata.pdf to determine how the superseded data were derived.
 LO0626
 LO0626_MARKER: DB = BENCH MARK DISK
 LO0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0626_STAMPING: G 91 1953
 LO0626_MARK LOGO: CGS
 LO0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0626+STABILITY: SURFACE MOTION
 LO0626
 LO0626  HISTORY     - Date     Condition        Report By
 LO0626  HISTORY     - 1953     MONUMENTED       CGS
 LO0626
 LO0626                          STATION DESCRIPTION
 LO0626
 LO0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LO0626'2.9 MI NW FROM NORTH SALT LAKE.
 LO0626'1.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE POST OFFICE
 LO0626'AT NORTH SALT LAKE, THENCE 1.1 MILES WEST ALONG 6500 SOUTH STREET,
 LO0626'THENCE 0.5 MILE NORTH ALONG REDWOOD ROAD, AT BOUNTIFUL-SKY HAVEN AIR
 LO0626'PARK, 13.4 FEET EAST OF THE NORTHEAST CORNER OF THE OFFICE BUILDING,
 LO0626'IN THE NORTHEAST CORNER OF THE LAWN, 3.4 FEET SOUTH OF A FENCE, 1.8
 LO0626'FEET SOUTH OF A FLAGPOLE, ABOUT LEVEL WITH THE CONCRETE FOUNDATION OF
 LO0626'THE FALGPOLE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 LO0626'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0421 ***********************************************************************
 MR0421  DESIGNATION -  G 92
 MR0421  PID         -  MR0421
 MR0421  STATE/COUNTY-  UT/DAVIS
 MR0421  COUNTRY     -  US
 MR0421  USGS QUAD   -  KAYSVILLE (2017)
 MR0421
 MR0421                         *CURRENT SURVEY CONTROL
 MR0421  ______________________________________________________________________
 MR0421* NAD 83(1986) POSITION- 41 06 38.     (N) 111 59 33.     (W)   SCALED
 MR0421* NAVD 88 ORTHO HEIGHT -  1447.770 (meters)     4749.89  (feet) ADJUSTED
 MR0421  ______________________________________________________________________
 MR0421  GEOID HEIGHT    -        -16.861 (meters)                     GEOID18
 MR0421  DYNAMIC HEIGHT  -       1446.632 (meters)     4746.16  (feet) COMP
 MR0421  MODELED GRAVITY -    979,788.2   (mgal)                       NAVD 88
 MR0421
 MR0421  VERT ORDER      -  FIRST     CLASS II
 MR0421
 MR0421.The horizontal coordinates were scaled from a map and have
 MR0421.an estimated accuracy of +/- 6 seconds.
 MR0421
 MR0421.The orthometric height was determined by differential leveling and
 MR0421.adjusted by the NATIONAL GEODETIC SURVEY
 MR0421.in June 1991.
 MR0421
 MR0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0421.GEOID18 height accuracy estimate available here.
 MR0421
 MR0421.Click photographs - Photos may exist for this station.
 MR0421
 MR0421.The dynamic height is computed by dividing the NAVD 88
 MR0421.geopotential number by the normal gravity value computed on the
 MR0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0421.degrees latitude (g = 980.6199 gals.).
 MR0421
 MR0421.The modeled gravity was interpolated from observed gravity values.
 MR0421
 MR0421;                    North         East    Units  Estimated Accuracy
 MR0421;SPC UT N     - 1,086,430.      458,640.      MT  (+/- 180 meters Scaled)
 MR0421
 MR0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL166515(NAD 83)
 MR0421
 MR0421                          SUPERSEDED SURVEY CONTROL
 MR0421
 MR0421  NGVD 29 (??/??/92) 1446.819  (m)         4746.77   (f) ADJ UNCH    1 2
 MR0421
 MR0421.Superseded values are not recommended for survey control.
 MR0421
 MR0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0421.See file dsdata.pdf to determine how the superseded data were derived.
 MR0421
 MR0421_MARKER: DB = BENCH MARK DISK
 MR0421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0421_SP_SET: FOUNDATION
 MR0421_STAMPING: G 92 1953
 MR0421_MARK LOGO: CGS
 MR0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0421
 MR0421  HISTORY     - Date     Condition        Report By
 MR0421  HISTORY     - 1953     MONUMENTED       CGS
 MR0421  HISTORY     - 19880501 GOOD             USGS
 MR0421
 MR0421                          STATION DESCRIPTION
 MR0421
 MR0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MR0421'IN HILL AIR FORCE BASE.
 MR0421'AT HILL AIR FORCE BASE, AT WAREHOUSE 9 (BUILDING E 69) SET VERTICALLY
 MR0421'IN THE NORTHEAST CONCRETE FOUNDATION WALL, 1.4 FEET SOUTHEAST OF THE
 MR0421'NORTH CORNER, 144 FEET SOUTH OF THE CENTER LINE OF WEST ROAD, 8.0 FEET
 MR0421'SOUTHWEST OF THE SOUTHWEST RAIL OF A SPUR TRACK, AND 2.2 FEET ABOVE
 MR0421'THE GROUND.
 MR0421
 MR0421                          STATION RECOVERY (1988)
 MR0421
 MR0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (GH)
 MR0421'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0046 ***********************************************************************
 MS0046  DESIGNATION -  G 93
 MS0046  PID         -  MS0046
 MS0046  STATE/COUNTY-  UT/BOX ELDER
 MS0046  COUNTRY     -  US
 MS0046  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0046
 MS0046                         *CURRENT SURVEY CONTROL
 MS0046  ______________________________________________________________________
 MS0046* NAD 83(1986) POSITION- 41 30 39.     (N) 112 01 38.     (W)   SCALED
 MS0046* NAVD 88 ORTHO HEIGHT -  1320.600 (meters)     4332.67  (feet) ADJUSTED
 MS0046  ______________________________________________________________________
 MS0046  GEOID HEIGHT    -        -16.060 (meters)                     GEOID18
 MS0046  DYNAMIC HEIGHT  -       1319.649 (meters)     4329.55  (feet) COMP
 MS0046  MODELED GRAVITY -    979,857.8   (mgal)                       NAVD 88
 MS0046
 MS0046  VERT ORDER      -  FIRST     CLASS II
 MS0046
 MS0046.The horizontal coordinates were scaled from a map and have
 MS0046.an estimated accuracy of +/- 6 seconds.
 MS0046
 MS0046.The orthometric height was determined by differential leveling and
 MS0046.adjusted by the NATIONAL GEODETIC SURVEY
 MS0046.in June 1991.
 MS0046
 MS0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0046.GEOID18 height accuracy estimate available here.
 MS0046
 MS0046.Click photographs - Photos may exist for this station.
 MS0046
 MS0046.The dynamic height is computed by dividing the NAVD 88
 MS0046.geopotential number by the normal gravity value computed on the
 MS0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0046.degrees latitude (g = 980.6199 gals.).
 MS0046
 MS0046.The modeled gravity was interpolated from observed gravity values.
 MS0046
 MS0046;                    North         East    Units  Estimated Accuracy
 MS0046;SPC UT N     - 1,130,900.      455,990.      MT  (+/- 180 meters Scaled)
 MS0046
 MS0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL142959(NAD 83)
 MS0046
 MS0046                          SUPERSEDED SURVEY CONTROL
 MS0046
 MS0046  NGVD 29 (??/??/92) 1319.597  (m)         4329.38   (f) ADJ UNCH    1 2
 MS0046
 MS0046.Superseded values are not recommended for survey control.
 MS0046
 MS0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0046.See file dsdata.pdf to determine how the superseded data were derived.
 MS0046
 MS0046_MARKER: DB = BENCH MARK DISK
 MS0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0046_STAMPING: G 93 1953
 MS0046_MARK LOGO: CGS
 MS0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0046+STABILITY: SURFACE MOTION
 MS0046
 MS0046  HISTORY     - Date     Condition        Report By
 MS0046  HISTORY     - 1953     MONUMENTED       CGS
 MS0046  HISTORY     - 1967     MARK NOT FOUND   CGS
 MS0046  HISTORY     - 1984     MARK NOT FOUND   NGS
 MS0046
 MS0046                          STATION DESCRIPTION
 MS0046
 MS0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0046'IN BRIGHAM CITY.
 MS0046'AT BRIGHAM CITY, 0.1 MILE EAST ALONG FOREST STREET FROM THE UNION
 MS0046'PACIFIC RAILROAD STATION, ON THE WEST EDGE OF REES PARK, 116.6 FEET
 MS0046'NORTH OF THE NORTH CURB OF THE STREET, 32-1/2 FEET WEST OF A 14-INCH
 MS0046'CATALPA TREE, 8 1/2 FEET SOUTH OF A 6-INCH BASSWOOD TREE, IN LINE WITH
 MS0046'A ROW OF WHITE PAINTED GUARDRAIL POSTS, 2.1 FEET SOUTH OF THE SOUTH
 MS0046'EDGE OF THE 2ND. POST SOUTH OF THE BASSWOOD TREE, ABOUT 2 FEET HIGHER
 MS0046'THAN THE STREET, FLUSH WITH THE GROUND AND SET IN THE TOP OF A
 MS0046'CONCRETE POST.  NOTE-- CONSTRUCTION OF A SWIMMING POOL IN AREA.
 MS0046
 MS0046                          STATION RECOVERY (1984)
 MS0046
 MS0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0046'AFTER A PROLONGED SEARCH, EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS
 MS0046'BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0083 ***********************************************************************
 MS0083  DESIGNATION -  G 94
 MS0083  PID         -  MS0083
 MS0083  STATE/COUNTY-  UT/BOX ELDER
 MS0083  COUNTRY     -  US
 MS0083  USGS QUAD   -  THATCHER MOUNTAIN SW (2017)
 MS0083
 MS0083                         *CURRENT SURVEY CONTROL
 MS0083  ______________________________________________________________________
 MS0083* NAD 83(1986) POSITION- 41 36 57.93   (N) 112 22 45.24   (W)   HD_HELD1
 MS0083* NAVD 88 ORTHO HEIGHT -  1303.017 (meters)     4274.98  (feet) ADJUSTED
 MS0083  ______________________________________________________________________
 MS0083  GEOID HEIGHT    -        -15.929 (meters)                     GEOID18
 MS0083  DYNAMIC HEIGHT  -       1302.131 (meters)     4272.07  (feet) COMP
 MS0083  MODELED GRAVITY -    979,898.5   (mgal)                       NAVD 88
 MS0083
 MS0083  VERT ORDER      -  FIRST     CLASS II
 MS0083
 MS0083.The horizontal coordinates were determined by differentially corrected
 MS0083.hand held GPS observations or other comparable positioning techniques
 MS0083.and have an estimated accuracy of +/- 3 meters.
 MS0083
 MS0083.The orthometric height was determined by differential leveling and
 MS0083.adjusted by the NATIONAL GEODETIC SURVEY
 MS0083.in June 1991.
 MS0083
 MS0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0083.GEOID18 height accuracy estimate available here.
 MS0083
 MS0083.Click photographs - Photos may exist for this station.
 MS0083
 MS0083.The dynamic height is computed by dividing the NAVD 88
 MS0083.geopotential number by the normal gravity value computed on the
 MS0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0083.degrees latitude (g = 980.6199 gals.).
 MS0083
 MS0083.The modeled gravity was interpolated from observed gravity values.
 MS0083
 MS0083;                    North         East    Units  Estimated Accuracy
 MS0083;SPC UT N     - 1,142,823.9     426,721.6     MT  (+/- 3 meters HH1 GPS) 
 MS0083
 MS0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM8508908071(NAD 83)
 MS0083
 MS0083                          SUPERSEDED SURVEY CONTROL
 MS0083
 MS0083.No superseded survey control is available for this station.
 MS0083
 MS0083_MARKER: DB = BENCH MARK DISK
 MS0083_SETTING: 66 = SET IN ROCK OUTCROP
 MS0083_STAMPING: G 94 1953
 MS0083_MARK LOGO: CGS
 MS0083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0083+STABILITY: POSITION/ELEVATION WELL
 MS0083
 MS0083  HISTORY     - Date     Condition        Report By
 MS0083  HISTORY     - 1953     MONUMENTED       CGS
 MS0083  HISTORY     - 1984     GOOD             NGS
 MS0083
 MS0083                          STATION DESCRIPTION
 MS0083
 MS0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0083'10.1 MI E FROM PROMONTORY.
 MS0083'1.8 MILES NORTHEAST ALONG A COUNTY GRAVELED ROAD FROM THE GOLDEN SPIKE
 MS0083'MONUMENT AT PROMONTORY, THENCE 8.3 MILES EAST ALONG STATE HIGHWAY 83,
 MS0083'0.4 MILE NORTHWEST OF MILEPOLE 787 OF THE ABANDONED SOUTHERN PACIFIC
 MS0083'COMPANY RAILROAD, DIRECTLY ACROSS THE HIGHWAY FROM A LARGE CLEAR
 MS0083'SPRING, IN THE TOP OF THE NORTH END OF A 5- BY 5-FOOT OUTCROP
 MS0083'PROJECTING ABOUT 2 FEET ABOVE THE GROUND, 55.2 FEET NORTHEAST OF THE
 MS0083'CENTER LINE OF THE HIGHWAY, 11.2 FEET NORTHEAST OF A FENCE, ABOUT 8
 MS0083'FEET HIGHER THAN THE HIGHWAY, ABOUT 1 FOOT ABOVE THE GROUND, AND
 MS0083'MARKED BY THE WHITE PAINTED LETTERS BM.
 MS0083
 MS0083                          STATION RECOVERY (1984)
 MS0083
 MS0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0083'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.54 KM
 MS0083'(6.55 MI) NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE IN
 MS0083'BRIGHAM CITY, THENCE 23.61 KM (14.67 MI) NORTHWEST ALONG STATE HIGHWAY
 MS0083'83, IN TOP OF THE NORTHWEST EDGE OF A 5- BY 7-FOOT PORTION OF GRAY
 MS0083'OUTCROP PROJECTING 3 FEET ABOVE THE SURFACE OF THE GROUND, 0.27 KM
 MS0083'(0.17 MI) SOUTHEAST OF MILEPOST 15, 20.7 METERS (68 FT) NORTHEAST OF
 MS0083'THE HIGHWAY CENTERLINE AND 2.0 METERS (6.5 FT) SOUTHWEST OF THE RIGHT
 MS0083'OF WAY FENCE.
 MS0083'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 MS0083'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0273 ***********************************************************************
 MS0273  DESIGNATION -  G 95
 MS0273  PID         -  MS0273
 MS0273  STATE/COUNTY-  UT/BOX ELDER
 MS0273  COUNTRY     -  US
 MS0273  USGS QUAD   -  PEPLIN FLATS (2017)
 MS0273
 MS0273                         *CURRENT SURVEY CONTROL
 MS0273  ______________________________________________________________________
 MS0273* NAD 83(1986) POSITION- 41 41 58.     (N) 113 09 04.     (W)   SCALED
 MS0273* NAVD 88 ORTHO HEIGHT -  1298.200 (meters)     4259.18  (feet) ADJUSTED
 MS0273  ______________________________________________________________________
 MS0273  GEOID HEIGHT    -        -15.725 (meters)                     GEOID18
 MS0273  DYNAMIC HEIGHT  -       1297.345 (meters)     4256.37  (feet) COMP
 MS0273  MODELED GRAVITY -    979,919.3   (mgal)                       NAVD 88
 MS0273
 MS0273  VERT ORDER      -  FIRST     CLASS II
 MS0273
 MS0273.The horizontal coordinates were scaled from a map and have
 MS0273.an estimated accuracy of +/- 6 seconds.
 MS0273
 MS0273.The orthometric height was determined by differential leveling and
 MS0273.adjusted by the NATIONAL GEODETIC SURVEY
 MS0273.in June 1991.
 MS0273
 MS0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0273.GEOID18 height accuracy estimate available here.
 MS0273
 MS0273.Click photographs - Photos may exist for this station.
 MS0273
 MS0273.The dynamic height is computed by dividing the NAVD 88
 MS0273.geopotential number by the normal gravity value computed on the
 MS0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0273.degrees latitude (g = 980.6199 gals.).
 MS0273
 MS0273.The modeled gravity was interpolated from observed gravity values.
 MS0273
 MS0273;                    North         East    Units  Estimated Accuracy
 MS0273;SPC UT N     - 1,153,020.      362,570.      MT  (+/- 180 meters Scaled)
 MS0273
 MS0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM210186(NAD 83)
 MS0273
 MS0273                          SUPERSEDED SURVEY CONTROL
 MS0273
 MS0273  NGVD 29 (??/??/92) 1297.205  (m)         4255.91   (f) ADJ UNCH    1 2
 MS0273
 MS0273.Superseded values are not recommended for survey control.
 MS0273
 MS0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0273.See file dsdata.pdf to determine how the superseded data were derived.
 MS0273
 MS0273_MARKER: DB = BENCH MARK DISK
 MS0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0273_STAMPING: G 95 1953
 MS0273_MARK LOGO: CGS
 MS0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0273+STABILITY: SURFACE MOTION
 MS0273
 MS0273  HISTORY     - Date     Condition        Report By
 MS0273  HISTORY     - 1953     MONUMENTED       CGS
 MS0273
 MS0273                          STATION DESCRIPTION
 MS0273
 MS0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0273'3.9 MI SW FROM KELTON.
 MS0273'3.9 MILES SOUTHWEST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0273'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0273'KELTON, 0.3 MILE SOUTH OF A SMALL WOODEN BRIDGE, 8 POLES SOUTH OF
 MS0273'MILEPOLE 730, AT THE NORTH END OF A CURVE, 87 1/2 FEET EAST OF AND
 MS0273'ACROSS THE ROAD FROM A TELEPHONE POLE MARKED BY THE WHITE PAINTED
 MS0273'LETTERS BM, 46 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET WEST
 MS0273'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 MS0273'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0442 ***********************************************************************
 MS0442  DESIGNATION -  G 96
 MS0442  PID         -  MS0442
 MS0442  STATE/COUNTY-  UT/BOX ELDER
 MS0442  COUNTRY     -  US
 MS0442  USGS QUAD   -  PROHIBITION SPRING (2017)
 MS0442
 MS0442                         *CURRENT SURVEY CONTROL
 MS0442  ______________________________________________________________________
 MS0442* NAD 83(1986) POSITION- 41 30 55.     (N) 113 30 05.     (W)   SCALED
 MS0442* NAVD 88 ORTHO HEIGHT -  1406.248 (meters)     4613.67  (feet) ADJUSTED
 MS0442  ______________________________________________________________________
 MS0442  GEOID HEIGHT    -        -16.319 (meters)                     GEOID18
 MS0442  DYNAMIC HEIGHT  -       1405.243 (meters)     4610.37  (feet) COMP
 MS0442  MODELED GRAVITY -    979,859.8   (mgal)                       NAVD 88
 MS0442
 MS0442  VERT ORDER      -  FIRST     CLASS II
 MS0442
 MS0442.The horizontal coordinates were scaled from a map and have
 MS0442.an estimated accuracy of +/- 6 seconds.
 MS0442
 MS0442.The orthometric height was determined by differential leveling and
 MS0442.adjusted by the NATIONAL GEODETIC SURVEY
 MS0442.in June 1991.
 MS0442
 MS0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0442.GEOID18 height accuracy estimate available here.
 MS0442
 MS0442.Click photographs - Photos may exist for this station.
 MS0442
 MS0442.The dynamic height is computed by dividing the NAVD 88
 MS0442.geopotential number by the normal gravity value computed on the
 MS0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0442.degrees latitude (g = 980.6199 gals.).
 MS0442
 MS0442.The modeled gravity was interpolated from observed gravity values.
 MS0442
 MS0442;                    North         East    Units  Estimated Accuracy
 MS0442;SPC UT N     - 1,133,180.      332,950.      MT  (+/- 180 meters Scaled)
 MS0442
 MS0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL912989(NAD 83)
 MS0442
 MS0442                          SUPERSEDED SURVEY CONTROL
 MS0442
 MS0442  NGVD 29 (??/??/92) 1405.192  (m)         4610.20   (f) ADJ UNCH    1 2
 MS0442
 MS0442.Superseded values are not recommended for survey control.
 MS0442
 MS0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0442.See file dsdata.pdf to determine how the superseded data were derived.
 MS0442
 MS0442_MARKER: DB = BENCH MARK DISK
 MS0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0442_STAMPING: G 96 1953
 MS0442_MARK LOGO: CGS
 MS0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0442+STABILITY: SURFACE MOTION
 MS0442
 MS0442  HISTORY     - Date     Condition        Report By
 MS0442  HISTORY     - 1953     MONUMENTED       CGS
 MS0442
 MS0442                          STATION DESCRIPTION
 MS0442
 MS0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0442'3.7 MI NE FROM WATERCRESS.
 MS0442'3.7 MILES NORTHEAST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0442'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0442'WATERCRESS, 0.3 MILE (12 POLES) NORTHEAST OF MILEPOLE 703, 0.7 MILE
 MS0442'NORTHEAST OF LONE HILL CEMETERY, 47 1/2 FEET WEST OF THE CENTER LINE
 MS0442'OF THE ROAD, IN LINE WITH A ROW OF POLES, 8 FEET SOUTH OF TELEPHONE
 MS0442'POLE 54B, 2.2 FEET NORTH OF A WITNESS POST, ABOUT 5 FEET LOWER THAN
 MS0442'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 MS0442'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0303 ***********************************************************************
 LO0303  DESIGNATION -  GAGING STA
 LO0303  PID         -  LO0303
 LO0303  STATE/COUNTY-  UT/SUMMIT
 LO0303  COUNTRY     -  US
 LO0303  USGS QUAD   -  CRANDALL CANYON (2017)
 LO0303
 LO0303                         *CURRENT SURVEY CONTROL
 LO0303  ______________________________________________________________________
 LO0303* NAD 83(1986) POSITION- 40 45 02.94   (N) 111 22 12.63   (W)   HD_HELD1
 LO0303* NAVD 88 ORTHO HEIGHT -  1848.994 (meters)     6066.24  (feet) ADJUSTED
 LO0303  ______________________________________________________________________
 LO0303  GEOID HEIGHT    -        -15.486 (meters)                     GEOID18
 LO0303  DYNAMIC HEIGHT  -       1847.294 (meters)     6060.66  (feet) COMP
 LO0303  MODELED GRAVITY -    979,639.8   (mgal)                       NAVD 88
 LO0303
 LO0303  VERT ORDER      -  SECOND    CLASS 0
 LO0303
 LO0303.The horizontal coordinates were determined by differentially corrected
 LO0303.hand held GPS observations or other comparable positioning techniques
 LO0303.and have an estimated accuracy of +/- 3 meters.
 LO0303
 LO0303.The orthometric height was determined by differential leveling and
 LO0303.adjusted by the NATIONAL GEODETIC SURVEY
 LO0303.in June 1991.
 LO0303
 LO0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0303.GEOID18 height accuracy estimate available here.
 LO0303
 LO0303.Click photographs - Photos may exist for this station.
 LO0303
 LO0303.The dynamic height is computed by dividing the NAVD 88
 LO0303.geopotential number by the normal gravity value computed on the
 LO0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0303.degrees latitude (g = 980.6199 gals.).
 LO0303
 LO0303.The modeled gravity was interpolated from observed gravity values.
 LO0303
 LO0303;                    North         East    Units  Estimated Accuracy
 LO0303;SPC UT N     - 1,046,369.3     510,963.8     MT  (+/- 3 meters HH1 GPS) 
 LO0303
 LO0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL6875011161(NAD 83)
 LO0303
 LO0303                          SUPERSEDED SURVEY CONTROL
 LO0303
 LO0303  NGVD 29 (??/??/92) 1847.722  (m)         6062.07   (f) ADJ UNCH    2 0
 LO0303
 LO0303.Superseded values are not recommended for survey control.
 LO0303
 LO0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0303.See file dsdata.pdf to determine how the superseded data were derived.
 LO0303
 LO0303_MARKER: DR = REFERENCE MARK DISK
 LO0303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0303_SP_SET: ABUTMENT
 LO0303_STAMPING: GAGING STATION
 LO0303_MARK LOGO: USGS
 LO0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0303+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2010
 LO0303
 LO0303  HISTORY     - Date     Condition        Report By
 LO0303  HISTORY     - UNK      MONUMENTED       USGS
 LO0303  HISTORY     - 1962     GOOD             CGS
 LO0303  HISTORY     - 20101211 GOOD             GEOCAC
 LO0303
 LO0303                          STATION DESCRIPTION
 LO0303
 LO0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0303'5.4 MI SE FROM WANSHIP.
 LO0303'5.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 189 FROM THE LATTER DAY SAINTS
 LO0303'CHURCH AT WANSHIP, IN THE TOP OF THE NORTH-NORTHEAST END OF THE
 LO0303'WEST-NORTHWEST CONCRETE ABUTMENT OF CONCRETE BRIDGE 5.4 OVER WEBER
 LO0303'RIVER, 17 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND
 LO0303'ABOUT LEVEL WITH THE HIGHWAY.
 LO0303
 LO0303                          STATION RECOVERY (2010)
 LO0303
 LO0303'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 LO0303'NEW SOLID CONCRETE GUARD RAILS HAVE BEEN INSTALLED ON THE BRIDGE BUT
 LO0303'THE MARK SETTING LOCATION WAS NOT DAMAGED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0511 ***********************************************************************
 LO0511  DESIGNATION -  GAGING STATION
 LO0511  PID         -  LO0511
 LO0511  STATE/COUNTY-  UT/UTAH
 LO0511  COUNTRY     -  US
 LO0511  USGS QUAD   -  SARATOGA SPRINGS (2017)
 LO0511
 LO0511                         *CURRENT SURVEY CONTROL
 LO0511  ______________________________________________________________________
 LO0511* NAD 83(1986) POSITION- 40 21 41.     (N) 111 53 53.     (W)   SCALED
 LO0511* NAVD 88 ORTHO HEIGHT -  1370.267 (meters)     4495.62  (feet) ADJUSTED
 LO0511  ______________________________________________________________________
 LO0511  GEOID HEIGHT    -        -17.348 (meters)                     GEOID18
 LO0511  DYNAMIC HEIGHT  -       1369.119 (meters)     4491.85  (feet) COMP
 LO0511  MODELED GRAVITY -    979,739.9   (mgal)                       NAVD 88
 LO0511
 LO0511  VERT ORDER      -  SECOND    CLASS 0
 LO0511
 LO0511.The horizontal coordinates were scaled from a map and have
 LO0511.an estimated accuracy of +/- 6 seconds.
 LO0511
 LO0511.The orthometric height was determined by differential leveling and
 LO0511.adjusted by the NATIONAL GEODETIC SURVEY
 LO0511.in June 1991.
 LO0511
 LO0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0511.GEOID18 height accuracy estimate available here.
 LO0511
 LO0511.Click photographs - Photos may exist for this station.
 LO0511
 LO0511.The dynamic height is computed by dividing the NAVD 88
 LO0511.geopotential number by the normal gravity value computed on the
 LO0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0511.degrees latitude (g = 980.6199 gals.).
 LO0511
 LO0511.The modeled gravity was interpolated from observed gravity values.
 LO0511
 LO0511;                    North         East    Units  Estimated Accuracy
 LO0511;SPC UT C     - 2,225,230.      466,190.      MT  (+/- 180 meters Scaled)
 LO0511
 LO0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK237682(NAD 83)
 LO0511
 LO0511                          SUPERSEDED SURVEY CONTROL
 LO0511
 LO0511  NGVD 29 (??/??/92) 1369.290  (m)         4492.41   (f) ADJ UNCH    2 0
 LO0511
 LO0511.Superseded values are not recommended for survey control.
 LO0511
 LO0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0511.See file dsdata.pdf to determine how the superseded data were derived.
 LO0511
 LO0511_MARKER: DD = SURVEY DISK
 LO0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0511+STABILITY: SURFACE MOTION
 LO0511
 LO0511  HISTORY     - Date     Condition        Report By
 LO0511  HISTORY     - UNK      MONUMENTED       USGS
 LO0511  HISTORY     - 1934     GOOD             CGS
 LO0511  HISTORY     - 19900416 MARK NOT FOUND   USGS
 LO0511
 LO0511                          STATION DESCRIPTION
 LO0511
 LO0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0511'4 MI SW FROM LEHI.
 LO0511'ABOUT 4 MILES SOUTH AND WEST ALONG THE ROAD LEADING TO THE UTAH LAKE
 LO0511'PUMPING PLANT FROM THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION
 LO0511'AT LEHI, UTAH COUNTY, AT THE PUMPING PLANT, 99 FEET SOUTHWEST OF A
 LO0511'GATE ON THE ROAD LEADING TO THE POWER PLANT, 14 FEET SOUTH OF THE
 LO0511'CENTERLINE OF THE ROAD, AND IN THE FENCE LINE.  A UNITED STATES
 LO0511'GEOLOGICAL SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 LO0511
 LO0511                          STATION RECOVERY (1990)
 LO0511
 LO0511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (JLD)
 LO0511'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0481 ***********************************************************************
 KO0481  DESIGNATION -  GANDY
 KO0481  PID         -  KO0481
 KO0481  STATE/COUNTY-  UT/MILLARD
 KO0481  COUNTRY     -  US
 KO0481  USGS QUAD   -  COCKSCOMB RIDGE (2017)
 KO0481
 KO0481                         *CURRENT SURVEY CONTROL
 KO0481  ______________________________________________________________________
 KO0481* NAD 83(1994) POSITION- 39 30 04.40282(N) 113 52 07.09821(W)   ADJUSTED
 KO0481* NAVD 88 ORTHO HEIGHT -  1810.4   (meters)     5940.    (feet) VERTCON3
 KO0481  ______________________________________________________________________
 KO0481  GEOID HEIGHT    -        -19.734 (meters)                     GEOID18
 KO0481  LAPLACE CORR    -          7.17  (seconds)                    DEFLEC18
 KO0481  HORZ ORDER      -  THIRD
 KO0481
 KO0481.The horizontal coordinates were established by classical geodetic methods
 KO0481.and adjusted by the National Geodetic Survey in November 1997.
 KO0481
 KO0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0481
 KO0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0481.GEOID18 height accuracy estimate available here.
 KO0481
 KO0481.Click photographs - Photos may exist for this station.
 KO0481
 KO0481.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0481
 KO0481. The following values were computed from the NAD 83(1994) position.
 KO0481
 KO0481;                    North         East     Units Scale Factor Converg.
 KO0481;SPC UT C     - 2,132,354.785   296,309.870   MT  0.99991569   -1 31 02.3
 KO0481;SPC UT C     - 6,995,900.66    972,143.30   sFT  0.99991569   -1 31 02.3
 KO0481;UTM  12      - 4,376,329.771   253,341.751   MT  1.00034914   -1 49 32.3
 KO0481
 KO0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0481!SPC UT C     -   0.99971914  x   0.99991569  =   0.99963486
 KO0481!UTM  12      -   0.99971914  x   1.00034914  =   1.00006819
 KO0481
 KO0481:                Primary Azimuth Mark                     Grid Az
 KO0481:SPC UT C     -  PARTOUN                                  071 14 09.4
 KO0481:UTM  12      -  PARTOUN                                  071 32 39.4
 KO0481
 KO0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ5334176329(NAD 83)
 KO0481
 KO0481|---------------------------------------------------------------------|
 KO0481| PID    Reference Object                     Distance      Geod. Az  |
 KO0481|                                                           dddmmss.s |
 KO0481| KO0480 PARTOUN                             APPROX.11.5 KM 0694307.1 |
 KO0481|---------------------------------------------------------------------|
 KO0481
 KO0481                          SUPERSEDED SURVEY CONTROL
 KO0481
 KO0481  NAD 83(1986)-  39 30 04.39735(N)    113 52 07.09710(W) AD(       ) 3
 KO0481  NAD 27      -  39 30 04.60042(N)    113 52 04.12516(W) AD(       ) 3
 KO0481  NGVD 29 (07/19/86) 1809.3    (m)         5936.     (f) VERT ANG       
 KO0481
 KO0481.Superseded values are not recommended for survey control.
 KO0481
 KO0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0481.See file dsdata.pdf to determine how the superseded data were derived.
 KO0481
 KO0481_MARKER: DD = SURVEY DISK
 KO0481_SETTING: 66 = SET IN ROCK OUTCROP
 KO0481_STAMPING: GANDY 1958
 KO0481_MARK LOGO: USGS
 KO0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0481+STABILITY: POSITION/ELEVATION WELL
 KO0481
 KO0481  HISTORY     - Date     Condition        Report By
 KO0481  HISTORY     - 1958     MONUMENTED       USGS
 KO0481
 KO0481                          STATION DESCRIPTION
 KO0481
 KO0481'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 KO0481'LOCATED ABOUT 60.0 MI. NE. OF ELY, NEVADA, 8.0 MI. NE. OF GANDY, UTAH,
 KO0481'ON THE HIGHEST POINT OF A RANGE OF HILLS WHICH ARISE ABOUT 1.5 MI. E.
 KO0481'OF SALT MARSH LAKE.
 KO0481'
 KO0481'TO REACH THE GANDY ELEMENTARY SCHOOLHOUSE, DRIVE E. FOR 0.1 MI., TURN
 KO0481'LEFT AT WARM CREEK RANCH AND PROCEED N. FOR 0.6 MI., TURN RIGHT (E.)
 KO0481'ACROSS THE VALLEY ON GRAVELED RD. FOR 5.2 MI. TO WHERE GRAVELED RD.
 KO0481'MAKES A CURVE TO RIGHT OR SE. (AT THIS CURVE A DIRT RD. MAKES A
 KO0481'JUNCTION FROM THE N.), TURN SHARP LEFT (N.) ON DIRT RD. ABOUT 5.0 MI.,
 KO0481'TURN RIGHT (E.) ACROSS COUNTRY 1.0 MI. TO BASE OF HIGHEST PEAK.  PACK
 KO0481'EASTWARD TO HIGHEST TOP.  A 40 MINUTE PACK.
 KO0481'
 KO0481'STATION MARK--STANDARD TABLET, STAMPED ---GANDY 1958---, CEMENTED IN
 KO0481'OUTCROPPING BEDROCK.
 KO0481'
 KO0481'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO 1
 KO0481'1958---, CEMENTED IN OUTCROPPING BEDROCK, 23.32 FT. FROM STATION MARK
 KO0481'AND 4 FT. LOWER, S 67 DEG 44 MIN W.
 KO0481'
 KO0481'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO 2
 KO0481'1958---, CEMENTED IN OUTCROPPING BEDROCK, 25.07 FT. FROM STATION MARK
 KO0481'AND 4 FT. LOWER, S 22 DEG 10 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0593 ***********************************************************************
 HO0593  DESIGNATION -  GAP
 HO0593  PID         -  HO0593
 HO0593  STATE/COUNTY-  UT/IRON
 HO0593  COUNTRY     -  US
 HO0593  USGS QUAD   -  PAROWAN GAP (2017)
 HO0593
 HO0593                         *CURRENT SURVEY CONTROL
 HO0593  ______________________________________________________________________
 HO0593* NAD 83(1994) POSITION- 37 52 34.65624(N) 112 59 58.34616(W)   ADJUSTED
 HO0593* NAVD 88 ORTHO HEIGHT -  1857.3   (meters)     6093.    (feet) VERTCON3
 HO0593  ______________________________________________________________________
 HO0593  GEOID HEIGHT    -        -21.477 (meters)                     GEOID18
 HO0593  LAPLACE CORR    -          8.90  (seconds)                    DEFLEC18
 HO0593  HORZ ORDER      -  THIRD
 HO0593
 HO0593.The horizontal coordinates were established by classical geodetic methods
 HO0593.and adjusted by the National Geodetic Survey in November 1997.
 HO0593
 HO0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0593
 HO0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0593.GEOID18 height accuracy estimate available here.
 HO0593
 HO0593.Click photographs - Photos may exist for this station.
 HO0593
 HO0593.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0593
 HO0593. The following values were computed from the NAD 83(1994) position.
 HO0593
 HO0593;                    North         East     Units Scale Factor Converg.
 HO0593;SPC UT S     - 3,135,306.648   368,082.627   MT  0.99995259   -0 55 07.5
 HO0593;SPC UT S     -10,286,418.56  1,207,617.75   sFT  0.99995259   -0 55 07.5
 HO0593;UTM  12      - 4,193,974.081   324,142.313   MT  0.99998091   -1 13 40.6
 HO0593
 HO0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0593!SPC UT S     -   0.99971201  x   0.99995259  =   0.99966461
 HO0593!UTM  12      -   0.99971201  x   0.99998091  =   0.99969293
 HO0593
 HO0593:                Primary Azimuth Mark                     Grid Az
 HO0593:SPC UT S     -  BRAFFITS                                 184 30 49.2
 HO0593:UTM  12      -  BRAFFITS                                 184 49 22.3
 HO0593
 HO0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG2414293974(NAD 83)
 HO0593
 HO0593|---------------------------------------------------------------------|
 HO0593| PID    Reference Object                     Distance      Geod. Az  |
 HO0593|                                                           dddmmss.s |
 HO0593| HO0595 BRAFFITS                            APPROX. 9.9 KM 1833541.7 |
 HO0593|---------------------------------------------------------------------|
 HO0593
 HO0593                          SUPERSEDED SURVEY CONTROL
 HO0593
 HO0593  NAD 83(1986)-  37 52 34.65288(N)    112 59 58.34119(W) AD(       ) 3
 HO0593  NAD 27      -  37 52 34.74220(N)    112 59 55.52189(W) AD(       ) 3
 HO0593  NGVD 29 (07/19/86) 1856.2    (m)         6090.     (f) VERT ANG       
 HO0593
 HO0593.Superseded values are not recommended for survey control.
 HO0593
 HO0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0593.See file dsdata.pdf to determine how the superseded data were derived.
 HO0593
 HO0593_MARKER: DD = SURVEY DISK
 HO0593_SETTING: 66 = SET IN ROCK OUTCROP
 HO0593_STAMPING: GAP 1949
 HO0593_MARK LOGO: USGS
 HO0593_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0593+STABILITY: POSITION/ELEVATION WELL
 HO0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0593+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2018
 HO0593
 HO0593  HISTORY     - Date     Condition        Report By
 HO0593  HISTORY     - 1949     MONUMENTED       USGS
 HO0593  HISTORY     - 20180708 GOOD             INDIV
 HO0593
 HO0593                          STATION DESCRIPTION
 HO0593
 HO0593'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 HO0593'LOCATED ABOUT 15.2 MI. NE. OF CEDAR CITY, 10.0 MI. W. OF PARAWAN,
 HO0593'2.5 MI. S. OF PARAWAN GAP, ABOUT 20 FT. W. OF SHEER E. SIDE OF BUTTE,
 HO0593'ON HIGHEST PART OF ROCKY FLAT TOPPED BUTTE THAT RISES TO E. OF RUSH
 HO0593'LAKE.
 HO0593'
 HO0593'TO REACH FROM CEDAR CITY, DRIVE N. FOR 6.5 MI. ON U.S. HIGHWAY 91,
 HO0593'TURN LEFT (W.) ON GRAVEL RD. 1.9 MI., TURN RIGHT (N.) FOR 4.8 MI. TO
 HO0593'ANGLING RD. FORKS, TURN RIGHT (NE.) 1.2 MI. TO DIM RD. GOING SHARPLY
 HO0593'RIGHT, FOLLOW AROUND SW. EDGE OF BUTTE 2.2 MI. SE. TO A RD. FORK,
 HO0593'TURN LEFT (NE.) 2.7 MI. TO RD. FORKS, TURN LEFT AND CONTINUE N. 0.7
 HO0593'MI. TO POINT WHERE RD. TURNS SHARPLY E.  STATION IS 0.2 MI. W. ON E.
 HO0593'EDGE OF HIGHER PART OF BUTTE.
 HO0593'
 HO0593'STATION MARK--STANDARD TABLET, STAMPED ---GAP 1949---, CEMENTED IN
 HO0593'ROCK OUTCROP.
 HO0593'
 HO0593'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0593'1---, CEMENTED IN ROCK OUTCROP.
 HO0593'
 HO0593'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0593'2---, CEMENTED IN ROCK OUTCROP.
 HO0593
 HO0593                          STATION RECOVERY (2018)
 HO0593
 HO0593'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (TWG)
 HO0593'ALL MARKS FOUND.  REFERENCE MARK 1 IS LOCATED 40.5 FT (12.3 M) NORTH
 HO0593'AND REFERENCE MARK 2 IS LOCATED 35 FT (10.7 M) WEST OF THE STATION
 HO0593'MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0505 ***********************************************************************
 JM0505  DESIGNATION -  GAP
 JM0505  PID         -  JM0505
 JM0505  STATE/COUNTY-  UT/SAN JUAN
 JM0505  COUNTRY     -  US
 JM0505  USGS QUAD   -  PHOTOGRAPH GAP (2017)
 JM0505
 JM0505                         *CURRENT SURVEY CONTROL
 JM0505  ______________________________________________________________________
 JM0505* NAD 83(1994) POSITION- 38 04 42.52419(N) 109 26 26.58884(W)   ADJUSTED
 JM0505* NAVD 88 ORTHO HEIGHT -  1969.4   (meters)     6461.    (feet) VERTCON3
 JM0505  ______________________________________________________________________
 JM0505  GEOID HEIGHT    -        -18.860 (meters)                     GEOID18
 JM0505  LAPLACE CORR    -          2.28  (seconds)                    DEFLEC18
 JM0505  HORZ ORDER      -  FIRST
 JM0505
 JM0505.The horizontal coordinates were established by classical geodetic methods
 JM0505.and adjusted by the National Geodetic Survey in November 1997.
 JM0505
 JM0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0505
 JM0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0505.GEOID18 height accuracy estimate available here.
 JM0505
 JM0505.Click photographs - Photos may exist for this station.
 JM0505
 JM0505.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0505
 JM0505. The following values were computed from the NAD 83(1994) position.
 JM0505
 JM0505;                    North         East     Units Scale Factor Converg.
 JM0505;SPC UT S     - 3,158,678.995   680,657.763   MT  0.99996446   +1 15 42.1
 JM0505;SPC UT S     -10,363,099.34  2,233,124.68   sFT  0.99996446   +1 15 42.1
 JM0505;UTM  12      - 4,215,670.342   636,758.755   MT  0.99983035   +0 57 42.6
 JM0505
 JM0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0505!SPC UT S     -   0.99969404  x   0.99996446  =   0.99965851
 JM0505!UTM  12      -   0.99969404  x   0.99983035  =   0.99952444
 JM0505
 JM0505:                Primary Azimuth Mark                     Grid Az
 JM0505:SPC UT S     -  GAP AZ MK                                126 44 11.6
 JM0505:UTM  12      -  GAP AZ MK                                127 02 11.1
 JM0505
 JM0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH3675815670(NAD 83)
 JM0505
 JM0505|---------------------------------------------------------------------|
 JM0505| PID    Reference Object                     Distance      Geod. Az  |
 JM0505|                                                           dddmmss.s |
 JM0505| CM6439 GAP RM 1                             13.936 METERS 00652     |
 JM0505| CM6440 GAP RM 2                             11.933 METERS 10519     |
 JM0505| CM6438 GAP AZ MK                                          1275953.7 |
 JM0505|---------------------------------------------------------------------|
 JM0505
 JM0505                          SUPERSEDED SURVEY CONTROL
 JM0505
 JM0505  NAD 83(1986)-  38 04 42.51707(N)    109 26 26.58777(W) AD(       ) 1
 JM0505  NAD 27      -  38 04 42.56477(N)    109 26 24.17797(W) AD(       ) 1
 JM0505  NGVD 29 (07/19/86) 1968.3    (m)         6458.     (f) VERT ANG       
 JM0505
 JM0505.Superseded values are not recommended for survey control.
 JM0505
 JM0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0505.See file dsdata.pdf to determine how the superseded data were derived.
 JM0505
 JM0505_MARKER: DD = SURVEY DISK
 JM0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0505_STAMPING: GAP TPC 1972
 JM0505_MARK LOGO: USACE
 JM0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0505+STABILITY: SURFACE MOTION
 JM0505
 JM0505  HISTORY     - Date     Condition        Report By
 JM0505  HISTORY     - 1972     MONUMENTED       DMA
 JM0505
 JM0505                          STATION DESCRIPTION
 JM0505
 JM0505'DESCRIBED BY DEFENSE MAP AGENCY 1972
 JM0505'THE STATION IS LOCATED ABOUT 15.0 MILES NORTH-NORTHWEST OF
 JM0505'MONTICELLO AND 4.5 MILES WEST OF U.S. ROUTE 163.  IT IS ON THE
 JM0505'HIGHEST GROUND IN THE AREA.
 JM0505'
 JM0505'TO REACH FROM THE POST OFFICE IN MONTICELLO, GO NORTH ON
 JM0505'U.S. ROUTE 163 FOR 14.6 MILES TO A ROAD ON THE LEFT, TURN LEFT AND
 JM0505'GO WEST AS PER SIGN CANYONLANDS NATIONAL PARK FOR 3.3 MILES TO A
 JM0505'CATTLE GUARD AT PHOTOGRAPH GAP.  (THE AZIMUTH MARK IS ABOUT 100
 JM0505'METERS WEST OF THIS POINT) CONTINUE 0.2 MILE TO ROAD INTERSECTING
 JM0505'FROM THE RIGHT.  TURN RIGHT AND GO NORTH ON DIRT ROAD FOR 1.8
 JM0505'MILES TO A ROAD INTERSECTING FROM THE LEFT JUST AFTER CROSSING
 JM0505'A CATTLE GUARD.  TURN LEFT AND GO WEST ON A SANDY TRAIL FOR 1.2
 JM0505'MILES TO THE HIGHEST POINT AND THE STATION ON THE LEFT, 19
 JM0505'METERS SOUTH OF THE CENTERLINE OF THE TRAIL.
 JM0505'
 JM0505'STATION MARK--A CORPS OF ENGINEERS, U.S. ARMY DISK STAMPED--GAP
 JM0505'TPC 1972, SET IN A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 0.2
 JM0505'FOOT ABOVE GROUND.
 JM0505'
 JM0505'UNDERGROUND MARK--A CORPS OF ENGINEERS, U.S. ARMY DISK STAMPED--
 JM0505'GAP TPC 1972, SET IN CONCRETE.
 JM0505'
 JM0505'REFERENCE MARK NO. 1--A CORPS OF ENGINEERS, U.S. ARMY DISK
 JM0505'STAMPED--GAP R.M. 1 TPC 1972, LOCATED 13.936 METERS NORTH OF THE
 JM0505'STATION AND SET IN A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 JM0505'0.2 FOOT ABOVE GROUND.
 JM0505'
 JM0505'REFERENCE MARK NO. 2--A CORPS OF ENGINEERS, U.S. ARMY DISK
 JM0505'STAMPED--GAP R.M. 2 TPC 1972, LOCATED 11.933 METERS EAST-SOUTHEAST
 JM0505'OF THE STATION AND SET IN A 12-INCH SQUARE CONCRETE POST THAT
 JM0505'PROJECTS 0.2 FOOT ABOVE GROUND.
 JM0505'
 JM0505'AZIMUTH MARK--A CORPS OF ENGINEERS, U.S. ARMY DISK STAMPED--GAP
 JM0505'AZ. MK. TPC 1972, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK AT
 JM0505'THE BASE OF A SANDSTONE KNOLL, 100 METERS WEST OF A CATTLE GUARD
 JM0505'AND 50 METERS SOUTH OF THE CENTERLINE OF A PAVED ROAD AT POINT
 JM0505'WHERE THE KNOLL IS CLOSEST TO THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0573 ***********************************************************************
 JM0573  DESIGNATION -  GARDEN
 JM0573  PID         -  JM0573
 JM0573  STATE/COUNTY-  UT/GRAND
 JM0573  COUNTRY     -  US
 JM0573  USGS QUAD   -  MERRIMAC BUTTE (2017)
 JM0573
 JM0573                         *CURRENT SURVEY CONTROL
 JM0573  ______________________________________________________________________
 JM0573* NAD 83(1994) POSITION- 38 44 49.55871(N) 109 40 50.29770(W)   ADJUSTED
 JM0573* NAVD 88 ORTHO HEIGHT -  1543.    (meters)     5062.    (feet) VERTCON3
 JM0573  ______________________________________________________________________
 JM0573  GEOID HEIGHT    -        -20.678 (meters)                     GEOID18
 JM0573  LAPLACE CORR    -          1.32  (seconds)                    DEFLEC18
 JM0573  HORZ ORDER      -  SECOND
 JM0573
 JM0573.The horizontal coordinates were established by classical geodetic methods
 JM0573.and adjusted by the National Geodetic Survey in November 1997.
 JM0573
 JM0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0573
 JM0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0573.GEOID18 height accuracy estimate available here.
 JM0573
 JM0573.Click photographs - Photos may exist for this station.
 JM0573
 JM0573.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0573
 JM0573. The following values were computed from the NAD 83(1994) position.
 JM0573
 JM0573;                    North         East     Units Scale Factor Converg.
 JM0573;SPC UT C     - 2,047,546.568   658,165.610   MT  1.00007742   +1 09 55.6
 JM0573;SPC UT C     - 6,717,659.03  2,159,331.67   sFT  1.00007742   +1 09 55.6
 JM0573;UTM  12      - 4,289,538.864   614,653.646   MT  0.99976187   +0 49 33.1
 JM0573
 JM0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0573!SPC UT C     -   0.99976120  x   1.00007742  =   0.99983860
 JM0573!UTM  12      -   0.99976120  x   0.99976187  =   0.99952313
 JM0573
 JM0573:                Primary Azimuth Mark                     Grid Az
 JM0573:SPC UT C     -  GARDEN AZ MK                             203 38 27.1
 JM0573:UTM  12      -  GARDEN AZ MK                             203 58 49.6
 JM0573
 JM0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH1465389538(NAD 83)
 JM0573
 JM0573|---------------------------------------------------------------------|
 JM0573| PID    Reference Object                     Distance      Geod. Az  |
 JM0573|                                                           dddmmss.s |
 JM0573| CM6442 GARDEN RM 1                          12.839 METERS 01105     |
 JM0573| CM6441 GARDEN AZ MK                                       2044822.7 |
 JM0573| CM6443 GARDEN RM 2                          15.226 METERS 30612     |
 JM0573|---------------------------------------------------------------------|
 JM0573
 JM0573                          SUPERSEDED SURVEY CONTROL
 JM0573
 JM0573  NAD 83(1986)-  38 44 49.54593(N)    109 40 50.29622(W) AD(       ) 2
 JM0573  NAD 27      -  38 44 49.63000(N)    109 40 47.86400(W) AD(       ) 2
 JM0573  NGVD 29 (07/19/86) 1542.     (m)         5059.     (f) VERT ANG       
 JM0573
 JM0573.Superseded values are not recommended for survey control.
 JM0573
 JM0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0573.See file dsdata.pdf to determine how the superseded data were derived.
 JM0573
 JM0573_MARKER: DS = TRIANGULATION STATION DISK
 JM0573_SETTING: 66 = SET IN ROCK OUTCROP
 JM0573_STAMPING: GARDEN 1937
 JM0573_MARK LOGO: CGS
 JM0573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0573+STABILITY: POSITION/ELEVATION WELL
 JM0573
 JM0573  HISTORY     - Date     Condition        Report By
 JM0573  HISTORY     - 1937     MONUMENTED       CGS
 JM0573  HISTORY     - 1951     GOOD             USGS
 JM0573  HISTORY     - 1954     GOOD             USGS
 JM0573  HISTORY     - 1968     GOOD             CGS
 JM0573  HISTORY     - 1972     GOOD             NGS
 JM0573
 JM0573                          STATION DESCRIPTION
 JM0573
 JM0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JM0573'STATION IS IN SE 1/4, SEC. 2, T 24 S, R 20 E.  IT IS LOCATED
 JM0573'14.0 MILES AIRLINE N OF MOAB AND 16 MILES AIRLINE S OF THOMPSON,
 JM0573'UTAH AND ABOUT 4 MILES E OF HIGHWAY 450.
 JM0573'
 JM0573'STATION IS STANDARD DISK WEDGED IN DRILL HOLES IN OUTCROPPING
 JM0573'BEDROCK AND STAMPED GARDEN-1937.  ROCK IS FLUSH WITH GROUND
 JM0573'AND AT HIGHEST POINT OF RIDGE.  RIDGE SLOPES GRADUALLY TO W
 JM0573'AND BECOMES ROCKY TO S AND E.  TOP IS COVERED WITH DWARFED GROWTH
 JM0573'OF SAGEBRUSH.
 JM0573'
 JM0573'REFERENCE MARK NO. 1, IS A STANDARD DISK WEDGED IN DRILL
 JM0573'HOLES IN OUTCROPPING BEDROCK 42 FEET NNE OF STATION AND AT SAME
 JM0573'ELEVATION.
 JM0573'
 JM0573'REFERENCE MARK NO. 2, IS A STANDARD DISK WEDGED IN DRILL
 JM0573'HOLE IN OUTCROPPING LEDGE ROCK 50 FEET NW OF STATION AND AT
 JM0573'SAME ELEVATION AS STATION.
 JM0573'
 JM0573'AZIMUTH MARK IS A STANDARD DISK WEDGED IN DRILL HOLE IN
 JM0573'OUTCROPPING LEDGE ROCK, ABOUT 1/2 MILE SW OF STATION.  AT THE
 JM0573'S END OF A RIDGE SEPARATED FROM MESA ON WHICH A CAIRN IS
 JM0573'LOCATED BY A STEEP CANYON.  RIDGE IS SEPARATED FROM STATION
 JM0573'BY A SWALE ABOUT 50 FEET LOWER THAN STATION.
 JM0573'
 JM0573'CAIRN IS THE ONE MENTIONED THROUGHOUT THE DESCRIPTION.
 JM0573'
 JM0573'CAIRN ON PEAK.  PEAK IS ROUND-TOPPED AND IS MOST SOUTHERLY
 JM0573'OF PEAKS IN THE LA SAL GROUP.  LOCATED ABOUT 7 MILES SW OF
 JM0573'MT. WAAS.
 JM0573'
 JM0573'TO REACH FROM MOAB, GO N ON U.S. HIGHWAY 450, FOR 14.5 MILES
 JM0573'TO A POINT WHICH IS 0.7 MILE N OF THE ENTRANCE TO A C.C.C.
 JM0573'CAMP E OF ROAD.  THIS IS END OF TRUCK TRAVEL.  PACK E CROSSING
 JM0573'WASH AND CLIMB BLUFF.  WHEN TOP HAS BEEN REACHED A CAIRN IS
 JM0573'VISIBLE ON HORIZON ABOUT 3 MILES TO THE E.  PACK A LITTLE TO THE
 JM0573'LEFT, N OF CAIRN FOR 3 MILES THIS PUTS YOU ON A RIDGE N OF
 JM0573'CAIRN AND SEPARATED FROM IT BY A GULLY.  STATION IS ABOUT 1/2
 JM0573'MILE TO NE OF THIS GULLY ON NEXT RIDGE.  CAIRN IS LOCATED
 JM0573'ON A SMALL ROUND-TOPPED MESA ABOUT SAME ELEVATION AS STATION.
 JM0573
 JM0573                          STATION RECOVERY (1951)
 JM0573
 JM0573'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 JM0573'RECOVERED.
 JM0573
 JM0573                          STATION RECOVERY (1954)
 JM0573
 JM0573'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (JNT)
 JM0573'STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
 JM0573
 JM0573                          STATION RECOVERY (1968)
 JM0573
 JM0573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (DLW)
 JM0573'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE
 JM0573'IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.
 JM0573'
 JM0573'TO REACH FROM THE U.S. POST OFFICE IN MOAB, GO NORTH ON U.S.
 JM0573'HIGHWAY 160 FOR 16.2 MILES TO A SIDEROAD ON THE RIGHT AT SIGN
 JM0573'BURRO SEEP 1-1/2 MILES.  TURN RIGHT ACROSS CATTLE-GUARD AND
 JM0573'GO EASTERLY FOR 4.1 MILES TO A FORK.  KEEP THE RIGHT FORK,
 JM0573'STRAIGHT AHEAD, AND GO 0.75 MILE.  ROAD CONTINUES EASTERLY,
 JM0573'HOWEVER THIS WILL BE THE END OF TRUCK TRAVEL.  PACK UP A SLIGHT
 JM0573'GRADE TO THE SOUTH, UP A FINGER RIDGE TO THE TOP OF THE FIRST
 JM0573'BENCH.  FROM HERE THE STATION CAN BE SEEN ON THE SECOND BENCH
 JM0573'TO THE SOUTH.  CONTINUE SOUTH TO THE TOP OF THE SECOND BENCH
 JM0573'TO THE STATION.  PACKING TIME ABOUT 20 MINUTES.
 JM0573'
 JM0573'THIS STATION CAN BE DRIVEN TO WITH A FOUR WHEEL DRIVE VEHICLE,
 JM0573'AS THERE ARE ROADS IN EVIDENCE ATOP THE RIDGE.
 JM0573'
 JM0573'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES NORTH
 JM0573'OF MOAB, UTAH
 JM0573
 JM0573                          STATION RECOVERY (1972)
 JM0573
 JM0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JM0573'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 JM0573'MARK WERE RECOVERED AS DESCRIBED AND THE ANGLES AND DISTANCES
 JM0573'CHECK THE 1937 VALUES.  DUE TO ROAD CHANGES IN THE AREA A NEW
 JM0573'ROUTE TO THE STATION FOLLOWS.
 JM0573'
 JM0573'TO REACH THE STATION FROM MAIN AND EAST CENTER STREETS IN MOAB,
 JM0573'GO NORTH ALONG U.S. HIGHWAY 163 FOR 15.95 MILES TO A SIDE
 JM0573'ROAD RIGHT AT SIGN BURRO SEEP SPRING.  TURN RIGHT ALONG
 JM0573'GRADED ROAD FOR 1.1 MILES TO A SIDE ROAD RIGHT LEADING SOUTH.
 JM0573'TURN RIGHT FOR 1.2 MILES TO A DIM FORK, TAKE THE RIGHT FORK FOR
 JM0573'0.8 MILE TO A FORK, TAKE THE RIGHT FORK FOR 0.7 MILE TO A
 JM0573'SIDE ROAD LEFT.  TURN LEFT AND FOLLOW TRACK ROAD EAST AND
 JM0573'SOUTH FOR 1.0 MILE TO THE TOP OF MESA AND THE STATION.
 JM0573'
 JM0573'THE AZIMUTH MARK CAN BEST BE REACHED BY PACKING SOUTH-SOUTHWEST
 JM0573'FROM THE STATION.
 JM0573'
 JM0573'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JM0573'
 JM0573'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES
 JM0573'NORTH OF MOAB
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MT0726 ***********************************************************************
 MT0726  DESIGNATION -  GARTNEY
 MT0726  PID         -  MT0726
 MT0726  STATE/COUNTY-  UT/BOX ELDER
 MT0726  COUNTRY     -  US
 MT0726  USGS QUAD   -  JACKSON SPRING (2018)
 MT0726
 MT0726                         *CURRENT SURVEY CONTROL
 MT0726  ______________________________________________________________________
 MT0726* NAD 83(1994) POSITION- 41 22 59.70788(N) 114 00 13.71773(W)   ADJUSTED
 MT0726* NAVD 88 ORTHO HEIGHT -  1565.4   (meters)     5136.    (feet) VERTCON3
 MT0726  ______________________________________________________________________
 MT0726  GEOID HEIGHT    -        -16.636 (meters)                     GEOID18
 MT0726  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 MT0726  HORZ ORDER      -  SECOND
 MT0726
 MT0726.The horizontal coordinates were established by classical geodetic methods
 MT0726.and adjusted by the National Geodetic Survey in November 1997.
 MT0726
 MT0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0726
 MT0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 MT0726.GEOID18 height accuracy estimate available here.
 MT0726
 MT0726.Click photographs - Photos may exist for this station.
 MT0726
 MT0726.The Laplace correction was computed from DEFLEC18 derived deflections.
 MT0726
 MT0726. The following values were computed from the NAD 83(1994) position.
 MT0726
 MT0726;                    North         East     Units Scale Factor Converg.
 MT0726;SPC UT N     - 1,119,610.968   290,603.852   MT  0.99995951   -1 39 03.2
 MT0726;SPC UT N     - 3,673,256.98    953,422.80   sFT  0.99995951   -1 39 03.2
 MT0726;UTM  11      - 4,585,635.790   750,533.449   MT  1.00037253   +1 58 54.4
 MT0726;UTM  12      - 4,585,657.871   248,829.232   MT  1.00037646   -1 59 12.6
 MT0726
 MT0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0726!SPC UT N     -   0.99975712  x   0.99995951  =   0.99971664
 MT0726!UTM  11      -   0.99975712  x   1.00037253  =   1.00012956
 MT0726!UTM  12      -   0.99975712  x   1.00037646  =   1.00013349
 MT0726
 MT0726:                Primary Azimuth Mark                     Grid Az
 MT0726:SPC UT N     -  7 GWM                                    194 37 55.0
 MT0726:UTM  11      -  7 GWM                                    190 59 57.4
 MT0726:UTM  12      -  7 GWM                                    194 58 04.4
 MT0726
 MT0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF5053385635(NAD 83)
 MT0726
 MT0726|---------------------------------------------------------------------|
 MT0726| PID    Reference Object                     Distance      Geod. Az  |
 MT0726|                                                           dddmmss.s |
 MT0726| DD5895 GARTNEY RM 1                          5.123 METERS 07730     |
 MT0726| DD5894 7 GWM                                              1925851.8 |
 MT0726| MT0727 GARTNEY                              13.705 METERS 22305     |
 MT0726| MT0734 MONTELLO LARGE ELEV BLACK TANK      APPROX.20.8 KM 2291348.9 |
 MT0726| DD5896 GARTNEY RM 2                          7.527 METERS 27547     |
 MT0726|---------------------------------------------------------------------|
 MT0726
 MT0726                          SUPERSEDED SURVEY CONTROL
 MT0726
 MT0726  NAD 83(1986)-  41 22 59.70291(N)    114 00 13.71155(W) AD(       ) 2
 MT0726  NAD 27      -  41 22 59.97658(N)    114 00 10.67492(W) AD(       ) 2
 MT0726  NGVD 29 (07/31/96) 1564.4    (m)         5133.     (f) VERT ANG       
 MT0726
 MT0726.Superseded values are not recommended for survey control.
 MT0726
 MT0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0726.See file dsdata.pdf to determine how the superseded data were derived.
 MT0726
 MT0726_MARKER: DS = TRIANGULATION STATION DISK
 MT0726_SETTING: 66 = SET IN ROCK OUTCROP
 MT0726_STAMPING: GARTNEY 1940
 MT0726_MARK LOGO: CGS
 MT0726_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0726+STABILITY: POSITION/ELEVATION WELL
 MT0726
 MT0726  HISTORY     - Date     Condition        Report By
 MT0726  HISTORY     - 1940     MONUMENTED       CGS
 MT0726  HISTORY     - 1958     GOOD             CGS
 MT0726  HISTORY     - 1967     GOOD             USGS
 MT0726
 MT0726                          STATION DESCRIPTION
 MT0726
 MT0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MT0726'STATION IS LOCATED ABOUT 13 MILES NE OF MONTELLO, NEVADA, 5
 MT0726'MILES WNW OF LUCIN, UTAH, ON THE HIGHEST POINT OF A PROMINENT,
 MT0726'ROCKY BUTTE, LYING ABOUT 1 MILE N OF SOUTHERN PACIFIC RAILROAD
 MT0726'TRACKS.
 MT0726'
 MT0726'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN BEDROCK,
 MT0726'FLUSH WITH THE GROUND, ABOUT 60 FEET E OF THE W EDGE OF RIDGE.
 MT0726'STAMPED GARTNEY 1940.
 MT0726'
 MT0726'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN BEDROCK,
 MT0726'ABOUT 17 FEET ENE OF STATION AND ABOUT THE SAME ELEVATION AS
 MT0726'STATION.  STAMPED GARTNEY NO. 1 1940.
 MT0726'
 MT0726'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN BEDROCK,
 MT0726'ABOUT 25 FEET W OF STATION AND ABOUT THE SAME ELEVATION AS
 MT0726'STATION.  STAMPED GARTNEY NO. 2 1940.
 MT0726'
 MT0726'AZIMUTH MARK IS A STANDARD U.S.G.S. BENCH MARK, SET IN A
 MT0726'SQUARE BLOCK OF CONCRETE, ABOUT 3/4 MILE SW OF STATION.  THE
 MT0726'MARK PROJECTS ABOUT 4 INCHES ABOVE THE GROUND, AND STAMPED
 MT0726'G.W.M. 7.  ELEVATION 4643 FEET 1939.
 MT0726'
 MT0726'U.S.G.S. TRIANGULATION STATION GARTNEY IS ABOUT 45 FEET SW OF
 MT0726'STATION, MARKED BY A STANDARD U.S.G.S. BRONZE DISK SET IN
 MT0726'BEDROCK ABOUT THE SAME ELEVATION AS STATION.  MARK STAMPED
 MT0726'GARTNEY 1939.
 MT0726'
 MT0726'REACHED FROM MONTELLO, NEVADA, POST OFFICE, BY GOING NE ALONG N
 MT0726'SIDE OF RAILROAD TRACKS FOR 6.6 MILES.  THENCE RIGHT, ACROSS
 MT0726'TRACKS AND CONTINUE NE ON MAIN ROAD FOR 3.0 MILES.  THENCE
 MT0726'LEFT AND FOLLOW TRACK ROAD FOR 3.3 MILES TO SECOND RAILROAD
 MT0726'CROSSING.  (AZIMUTH MARK HERE ABOUT 50 FEET N OF RAILROAD
 MT0726'TRACK, 15 FEET W OF TRACK ROAD), CONTINUE ON TRACK ROAD 0.1
 MT0726'MILE TO FORKS.  TAKE LEFT FORK, WNW, ON DIM TRACKS FOR 0.65
 MT0726'MILE TO END OF TRUCK TRAVEL.  PACK N TO SADDLE, THENCE LEFT
 MT0726'NW, TO HIGHEST POINT OF BUTTE AND STATION.  (15-MINUTE PACK.)
 MT0726
 MT0726                          STATION RECOVERY (1958)
 MT0726
 MT0726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MT0726'ALL MARKS RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 MT0726'TO REFERENCE MARKS CHECKED AND VERIFIED.  DESCRIPTION ADEQUATE
 MT0726'AND CORRECT EXCEPT FOR THE FOLLOWING.  THE TO REACH DESCRIPTION
 MT0726'CAN NO LONGER BE FOLLOWED, STATION MAY BE REACHED FROM THE
 MT0726'NORTH SIDE OF THE LUCIN CROSSING OF THE SOUTHERN PACIFIC
 MT0726'RAILROAD BY FOLLOWING TRACK ROAD NORTHWESTERLY AND WESTERLY
 MT0726'ALONG THE NORTH SIDE OF THE WEST BOUND TRACK FOR ABOUT 6 MILES
 MT0726'TO AN ABANDONED CROSSING AND AZIMUTH MARK FOR STATION, GO ABOUT
 MT0726'0.1 MILE EASTERLY ON TRACK ROAD TO DIM TRACK ROAD ON LEFT, TURN
 MT0726'LEFT GO 0.65 MILE NORTHEASTERLY TO END OF TRUCK TRAVEL,
 MT0726'PACK NORTHERLY TO SADDLE AND THENCE NORTHWEST TO HIGHEST
 MT0726'POINT OF BUTTE AND STATION.
 MT0726
 MT0726                          STATION RECOVERY (1967)
 MT0726
 MT0726'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MT0726'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 41114-2,
 MT0726'STATION 1016.
 MT0726'THE STATION --GARTNEY (USGS)-- ESTABLISHED BY A. K. ANDREWS, 1939 HAS
 MT0726'BEEN TIED TO THIS STATION BY USC AND GS AND OBSERVATIONS REDUCED TO
 MT0726'--GARTNEY (C AND GS)--.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MT0727 ***********************************************************************
 MT0727  DESIGNATION -  GARTNEY
 MT0727  PID         -  MT0727
 MT0727  STATE/COUNTY-  UT/BOX ELDER
 MT0727  COUNTRY     -  US
 MT0727  USGS QUAD   -  JACKSON SPRING (2018)
 MT0727
 MT0727                         *CURRENT SURVEY CONTROL
 MT0727  ______________________________________________________________________
 MT0727* NAD 83(1994) POSITION- 41 22 59.38345(N) 114 00 14.12067(W)   ADJUSTED
 MT0727* NAVD 88 ORTHO HEIGHT -  1566.    (meters)     5138.    (feet) SCALED
 MT0727  ______________________________________________________________________
 MT0727  GEOID HEIGHT    -        -16.637 (meters)                     GEOID18
 MT0727  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 MT0727  HORZ ORDER      -  SECOND
 MT0727
 MT0727.The horizontal coordinates were established by classical geodetic methods
 MT0727.and adjusted by the National Geodetic Survey in November 1997.
 MT0727
 MT0727.The orthometric height was scaled from a topographic map.
 MT0727
 MT0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 MT0727.GEOID18 height accuracy estimate available here.
 MT0727
 MT0727.Click photographs - Photos may exist for this station.
 MT0727
 MT0727.The Laplace correction was computed from DEFLEC18 derived deflections.
 MT0727
 MT0727. The following values were computed from the NAD 83(1994) position.
 MT0727
 MT0727;                    North         East     Units Scale Factor Converg.
 MT0727;SPC UT N     - 1,119,601.233   290,594.205   MT  0.99995950   -1 39 03.5
 MT0727;SPC UT N     - 3,673,225.05    953,391.15   sFT  0.99995950   -1 39 03.5
 MT0727;UTM  11      - 4,585,625.460   750,524.435   MT  1.00037247   +1 58 54.2
 MT0727;UTM  12      - 4,585,648.189   248,819.525   MT  1.00037652   -1 59 12.9
 MT0727
 MT0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0727!SPC UT N     -   0.99975703  x   0.99995950  =   0.99971654
 MT0727!UTM  11      -   0.99975703  x   1.00037247  =   1.00012941
 MT0727!UTM  12      -   0.99975703  x   1.00037652  =   1.00013346
 MT0727
 MT0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF5052485625(NAD 83)
 MT0727
 MT0727                          SUPERSEDED SURVEY CONTROL
 MT0727
 MT0727  NAD 83(1986)-  41 22 59.37848(N)    114 00 14.11449(W) AD(       ) 2
 MT0727  NAD 27      -  41 22 59.65214(N)    114 00 11.07784(W) AD(       ) 2
 MT0727
 MT0727.Superseded values are not recommended for survey control.
 MT0727
 MT0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0727.See file dsdata.pdf to determine how the superseded data were derived.
 MT0727
 MT0727
 MT0727  HISTORY     - Date     Condition        Report By
 MT0727  HISTORY     - 1940     MONUMENTED       CGS
 MT0727
 MT0727                          STATION DESCRIPTION
 MT0727
 MT0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MT0727'SEE STATION GARTNEY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0477 ***********************************************************************
 JN0477  DESIGNATION -  GARVIN
 JN0477  PID         -  JN0477
 JN0477  STATE/COUNTY-  UT/EMERY
 JN0477  COUNTRY     -  US
 JN0477  USGS QUAD   -  OLD WOMAN WASH (2017)
 JN0477
 JN0477                         *CURRENT SURVEY CONTROL
 JN0477  ______________________________________________________________________
 JN0477* NAD 83(1994) POSITION- 38 38 10.36501(N) 110 33 42.11552(W)   ADJUSTED
 JN0477* NAVD 88 ORTHO HEIGHT -  1513.2   (meters)     4965.    (feet) VERTCON3
 JN0477  ______________________________________________________________________
 JN0477  GEOID HEIGHT    -        -19.599 (meters)                     GEOID18
 JN0477  LAPLACE CORR    -         -5.16  (seconds)                    DEFLEC18
 JN0477  HORZ ORDER      -  THIRD
 JN0477
 JN0477.The horizontal coordinates were established by classical geodetic methods
 JN0477.and adjusted by the National Geodetic Survey in November 1997.
 JN0477
 JN0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0477
 JN0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0477.GEOID18 height accuracy estimate available here.
 JN0477
 JN0477.Click photographs - Photos may exist for this station.
 JN0477
 JN0477.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0477
 JN0477. The following values were computed from the NAD 83(1994) position.
 JN0477
 JN0477;                    North         East     Units Scale Factor Converg.
 JN0477;SPC UT C     - 2,034,055.739   581,704.178   MT  1.00011557   +0 36 03.8
 JN0477;SPC UT C     - 6,673,397.87  1,908,474.46   sFT  1.00011557   +0 36 03.8
 JN0477;UTM  12      - 4,276,499.057   538,146.935   MT  0.99961792   +0 16 25.2
 JN0477
 JN0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0477!SPC UT C     -   0.99976571  x   1.00011557  =   0.99988125
 JN0477!UTM  12      -   0.99976571  x   0.99961792  =   0.99938372
 JN0477
 JN0477:                Primary Azimuth Mark                     Grid Az
 JN0477:SPC UT C     -  DESERT                                   050 45 33.7
 JN0477:UTM  12      -  DESERT                                   051 05 12.3
 JN0477
 JN0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH3814676499(NAD 83)
 JN0477
 JN0477|---------------------------------------------------------------------|
 JN0477| PID    Reference Object                     Distance      Geod. Az  |
 JN0477|                                                           dddmmss.s |
 JN0477| JN0476 DESERT                              APPROX. 1.9 KM 0512137.5 |
 JN0477|---------------------------------------------------------------------|
 JN0477
 JN0477                          SUPERSEDED SURVEY CONTROL
 JN0477
 JN0477  NAD 83(1986)-  38 38 10.35543(N)    110 33 42.11131(W) AD(       ) 3
 JN0477  NAD 27      -  38 38 10.42981(N)    110 33 39.58923(W) AD(       ) 3
 JN0477  NGVD 29 (07/19/86) 1512.1    (m)         4961.     (f) VERT ANG       
 JN0477
 JN0477.Superseded values are not recommended for survey control.
 JN0477
 JN0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0477.See file dsdata.pdf to determine how the superseded data were derived.
 JN0477
 JN0477_MARKER: DD = SURVEY DISK
 JN0477_SETTING: 0 = UNSPECIFIED SETTING
 JN0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0477
 JN0477  HISTORY     - Date     Condition        Report By
 JN0477  HISTORY     - 1952     MONUMENTED       USGS
 JN0477
 JN0477                          STATION DESCRIPTION
 JN0477
 JN0477'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0477'LOCATED 1320 FT. N. OF TEMPLE MOUNTAIN TURN OFF AND 400 FT. E. OF
 JN0477'HANKSVILLE-GREEN RIVER RD. ON SMALL SANDY KNOLL.
 JN0477'
 JN0477'TO REACH FROM HANKSVILLE, DRIVE N. ALONG OLD STATE HIGHWAY 24 TOWARDS
 JN0477'GREEN RIVER FOR 21.2 MI. TO TEMPLE MOUNTAIN TURN OFF, CONTINUE N.
 JN0477'ALONG STATE HIGHWAY 24 FOR 0.25 MI. THEN TURN E. ACROSS COUNTRY 400
 JN0477'FT. TO STATION.
 JN0477'
 JN0477'STATION MARK - STANDARD TABLET STAMPED ---GARVIN 1952--- SET IN PIPE
 JN0477'PROJECTING 1 FT. ABOVE GROUND.
 JN0477'
 JN0477'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0019 ***********************************************************************
 HN0019  DESIGNATION -  GAUGE
 HN0019  PID         -  HN0019
 HN0019  STATE/COUNTY-  UT/GARFIELD
 HN0019  COUNTRY     -  US
 HN0019  USGS QUAD   -  HITE SOUTH (2017)
 HN0019
 HN0019                         *CURRENT SURVEY CONTROL
 HN0019  ______________________________________________________________________
 HN0019* NAD 83(1994) POSITION- 37 48 34.54722(N) 110 26 24.33119(W)   ADJUSTED
 HN0019* NAVD 88 ORTHO HEIGHT -  1081.183 (meters)     3547.18  (feet) ADJUSTED
 HN0019  ______________________________________________________________________
 HN0019  GEOID HEIGHT    -        -21.235 (meters)                     GEOID18
 HN0019  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 HN0019  DYNAMIC HEIGHT  -       1080.082 (meters)     3543.57  (feet) COMP
 HN0019  MODELED GRAVITY -    979,575.4   (mgal)                       NAVD 88
 HN0019
 HN0019  HORZ ORDER      -  SECOND
 HN0019  VERT ORDER      -  FIRST     CLASS II
 HN0019
 HN0019.The horizontal coordinates were established by classical geodetic methods
 HN0019.and adjusted by the National Geodetic Survey in November 1997.
 HN0019
 HN0019.The orthometric height was determined by differential leveling and
 HN0019.adjusted by the NATIONAL GEODETIC SURVEY
 HN0019.in June 1991.
 HN0019
 HN0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0019.GEOID18 height accuracy estimate available here.
 HN0019
 HN0019.Click photographs - Photos may exist for this station.
 HN0019
 HN0019.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0019
 HN0019.The dynamic height is computed by dividing the NAVD 88
 HN0019.geopotential number by the normal gravity value computed on the
 HN0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0019.degrees latitude (g = 980.6199 gals.).
 HN0019
 HN0019.The modeled gravity was interpolated from observed gravity values.
 HN0019
 HN0019. The following values were computed from the NAD 83(1994) position.
 HN0019
 HN0019;                    North         East     Units Scale Factor Converg.
 HN0019;SPC UT S     - 3,127,375.289   593,327.975   MT  0.99995140   +0 38 57.8
 HN0019;SPC UT S     -10,260,397.09  1,946,610.20   sFT  0.99995140   +0 38 57.8
 HN0019;UTM  12      - 4,184,837.324   549,285.451   MT  0.99962992   +0 20 35.7
 HN0019
 HN0019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0019!SPC UT S     -   0.99983370  x   0.99995140  =   0.99978511
 HN0019!UTM  12      -   0.99983370  x   0.99962992  =   0.99946368
 HN0019
 HN0019:                Primary Azimuth Mark                     Grid Az
 HN0019:SPC UT S     -  HITE=ET U 174                            008 45 30.4
 HN0019:UTM  12      -  HITE=ET U 174                            009 03 52.5
 HN0019
 HN0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG4928584837(NAD 83)
 HN0019
 HN0019|---------------------------------------------------------------------|
 HN0019| PID    Reference Object                     Distance      Geod. Az  |
 HN0019|                                                           dddmmss.s |
 HN0019| HN0854 HITE=ET U 174                       APPROX. 5.6 KM 0092428.2 |
 HN0019| HN0020 GAUGE RM 2                           21.528 METERS 09217     |
 HN0019| HN0018 GAUGE RM 1                           30.266 METERS 19447     |
 HN0019|---------------------------------------------------------------------|
 HN0019
 HN0019                          SUPERSEDED SURVEY CONTROL
 HN0019
 HN0019  NAD 83(1986)-  37 48 34.54130(N)    110 26 24.33087(W) AD(       ) 2
 HN0019  NAD 27      -  37 48 34.58287(N)    110 26 21.82008(W) AD(       ) 2
 HN0019  NGVD 29 (??/??/92) 1080.236  (m)         3544.07   (f) ADJ UNCH    1 2
 HN0019  NGVD 29            1080.24   (m)         3544.1    (f) LEVELING    3  
 HN0019
 HN0019.Superseded values are not recommended for survey control.
 HN0019
 HN0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0019.See file dsdata.pdf to determine how the superseded data were derived.
 HN0019
 HN0019_MARKER: DD = SURVEY DISK
 HN0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0019_STAMPING: GAUGE
 HN0019_MARK LOGO: USGS
 HN0019_PROJECTION: PROJECTING 3 CENTIMETERS
 HN0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0019+STABILITY: SURFACE MOTION
 HN0019
 HN0019  HISTORY     - Date     Condition        Report By
 HN0019  HISTORY     - 1952     MONUMENTED       USGS
 HN0019  HISTORY     - 1958     GOOD             CGS
 HN0019  HISTORY     - 1959     GOOD             CGS
 HN0019  HISTORY     - 1963     GOOD             CGS
 HN0019
 HN0019                          STATION DESCRIPTION
 HN0019
 HN0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0019'AT HITE, ABOUT 0.4 MILE NORTH OF THE FERRY LANDING, ON THE TOP OF A
 HN0019'ROUND HILL, 88 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE RESIDENCE
 HN0019'OF THE GAGE TENDER, 99.36 FEET NORTH OF REFERENCE MARK NO. 1, 70.68
 HN0019'FEET WEST OF REFERENCE MARK NO. 2 AND IN THE TOP OF A CONCRETE POST
 HN0019'PROJECTING 3 INCHES.
 HN0019
 HN0019                          STATION RECOVERY (1959)
 HN0019
 HN0019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGB)
 HN0019'THE STATION IS LOCATED ABOUT 54 MILES WEST OF BLANDING, 41-3/4
 HN0019'MILES SOUTH SOUTHEAST OF HANKSVILLE, 0.2 MILE NORTH OF THE
 HN0019'SMALL TOWN OF HITE ON THE COLORADO RIVER AND ON THE WEST END
 HN0019'OF A LOW, SHORT RIDGE ABOUT 100 FEET ABOVE THE RIVER.
 HN0019'
 HN0019'TO REACH THE STATION FROM HITE TAKE THE WEST ONE OF TWO ROADS
 HN0019'LEADING TO THE TOP OF A LOW RIDGE FOR ABOUT 0.2 MILE TO THE
 HN0019'STATION.
 HN0019'
 HN0019'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 HN0019'GAUGE 1952, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 HN0019'MONUMENT PROJECTING 1 INCH.  IT IS NEAR THE WEST END OF THE
 HN0019'RIDGE, 86.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WHITE
 HN0019'HOUSE.
 HN0019'
 HN0019'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 HN0019'DISK, STAMPED GAUGE NO 1 1952, SET IN THE TOP OF A 12 INCH
 HN0019'SQUARE CONCRETE MONUMENT PROJECTING 1 INCH.  IT IS 72.0 FEET
 HN0019'WEST OF THE SOUTHWEST CORNER OF THE WHITE HOUSE AND 62.5 FEET
 HN0019'NORTHWEST OF AN ANTENNA POLE.
 HN0019'
 HN0019'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 HN0019'DISK, STAMPED GAUGE NO 2 1952, CEMENTED IN A DRILL HOLE IN
 HN0019'THE SOUTH ONE OF THREE CONCRETE BASE POSTS THAT SUPPORT A
 HN0019'FRAME FOR A HOIST.  IT IS 58.4 FEET NORTH OF THE NORTHWEST
 HN0019'CORNER OF THE WHITE HOUSE AND 36.0 FEET WEST OF THE WEST
 HN0019'CORNER OF A SMALL WHITE SHED.
 HN0019'
 HN0019'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 HN0019'
 HN0019'NOTE--THIS STATION IS ABOUT 170 FEET BELOW THE LEVEL OF
 HN0019'PROPOSED LAKE POWELL.
 HN0019
 HN0019                          STATION RECOVERY (1963)
 HN0019
 HN0019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HN0019'RECOVERED IN GOOD CONDITION.
 HN0019'
 HN0019'STATION MARK--STANDARD TABLET, STAMPED ---GAUGE 1952---, SET IN A
 HN0019'LARGE CONCRETE POST CAST IN PLACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0018 ***********************************************************************
 HN0018  DESIGNATION -  GAUGE RM 1
 HN0018  PID         -  HN0018
 HN0018  STATE/COUNTY-  UT/GARFIELD
 HN0018  COUNTRY     -  US
 HN0018  USGS QUAD   -  HITE SOUTH (2017)
 HN0018
 HN0018                         *CURRENT SURVEY CONTROL
 HN0018  ______________________________________________________________________
 HN0018* NAD 83(1986) POSITION- 37 48 33.60   (N) 110 26 24.65   (W)   HD_HELD1
 HN0018* NAVD 88 ORTHO HEIGHT -  1080.522 (meters)     3545.01  (feet) ADJUSTED
 HN0018  ______________________________________________________________________
 HN0018  GEOID HEIGHT    -        -21.235 (meters)                     GEOID18
 HN0018  DYNAMIC HEIGHT  -       1079.421 (meters)     3541.40  (feet) COMP
 HN0018  MODELED GRAVITY -    979,575.6   (mgal)                       NAVD 88
 HN0018
 HN0018  VERT ORDER      -  FIRST     CLASS II
 HN0018
 HN0018.The horizontal coordinates were determined by differentially corrected
 HN0018.hand held GPS observations or other comparable positioning techniques
 HN0018.and have an estimated accuracy of +/- 3 meters.
 HN0018
 HN0018.The orthometric height was determined by differential leveling and
 HN0018.adjusted by the NATIONAL GEODETIC SURVEY
 HN0018.in June 1991.
 HN0018
 HN0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0018.GEOID18 height accuracy estimate available here.
 HN0018
 HN0018.Click photographs - Photos may exist for this station.
 HN0018
 HN0018.The dynamic height is computed by dividing the NAVD 88
 HN0018.geopotential number by the normal gravity value computed on the
 HN0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0018.degrees latitude (g = 980.6199 gals.).
 HN0018
 HN0018.The modeled gravity was interpolated from observed gravity values.
 HN0018
 HN0018;                    North         East    Units  Estimated Accuracy
 HN0018;SPC UT S     - 3,127,346.0     593,320.5     MT  (+/- 3 meters HH1 GPS) 
 HN0018
 HN0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG4927784808(NAD 83)
 HN0018
 HN0018                          SUPERSEDED SURVEY CONTROL
 HN0018
 HN0018  NGVD 29 (??/??/92) 1079.574  (m)         3541.90   (f) ADJ UNCH    1 2
 HN0018
 HN0018.Superseded values are not recommended for survey control.
 HN0018
 HN0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0018.See file dsdata.pdf to determine how the superseded data were derived.
 HN0018
 HN0018_MARKER: DD = SURVEY DISK
 HN0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0018_STAMPING: GAUGE NO 1 1952
 HN0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0018+STABILITY: SURFACE MOTION
 HN0018
 HN0018  HISTORY     - Date     Condition        Report By
 HN0018  HISTORY     - 1952     MONUMENTED       USGS
 HN0018  HISTORY     - 1958     GOOD             CGS
 HN0018
 HN0018                          STATION DESCRIPTION
 HN0018
 HN0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0018'IN HITE.
 HN0018'AT HITE, ABOUT 0.4 MILE NORTH OF THE FERRY LANDING, ON THE TOP OF A
 HN0018'ROUND HILL, 73 FEET WEST OF THE SOUTHWEST CORNER OF THE RESIDENCE OF
 HN0018'THE GAGE TENDER, 99.36 FEET SOUTH OF THE STATION MARK AND IN THE TOP
 HN0018'OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0020 ***********************************************************************
 HN0020  DESIGNATION -  GAUGE RM 2
 HN0020  PID         -  HN0020
 HN0020  STATE/COUNTY-  UT/GARFIELD
 HN0020  COUNTRY     -  US
 HN0020  USGS QUAD   -  HITE SOUTH (2017)
 HN0020
 HN0020                         *CURRENT SURVEY CONTROL
 HN0020  ______________________________________________________________________
 HN0020* NAD 83(1986) POSITION- 37 48 34.52   (N) 110 26 23.45   (W)   HD_HELD1
 HN0020* NAVD 88 ORTHO HEIGHT -  1081.450 (meters)     3548.06  (feet) ADJUSTED
 HN0020  ______________________________________________________________________
 HN0020  GEOID HEIGHT    -        -21.235 (meters)                     GEOID18
 HN0020  DYNAMIC HEIGHT  -       1080.349 (meters)     3544.45  (feet) COMP
 HN0020  MODELED GRAVITY -    979,575.7   (mgal)                       NAVD 88
 HN0020
 HN0020  VERT ORDER      -  FIRST     CLASS II
 HN0020
 HN0020.The horizontal coordinates were determined by differentially corrected
 HN0020.hand held GPS observations or other comparable positioning techniques
 HN0020.and have an estimated accuracy of +/- 3 meters.
 HN0020
 HN0020.The orthometric height was determined by differential leveling and
 HN0020.adjusted by the NATIONAL GEODETIC SURVEY
 HN0020.in June 1991.
 HN0020
 HN0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0020.GEOID18 height accuracy estimate available here.
 HN0020
 HN0020.Click photographs - Photos may exist for this station.
 HN0020
 HN0020.The dynamic height is computed by dividing the NAVD 88
 HN0020.geopotential number by the normal gravity value computed on the
 HN0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0020.degrees latitude (g = 980.6199 gals.).
 HN0020
 HN0020.The modeled gravity was interpolated from observed gravity values.
 HN0020
 HN0020;                    North         East    Units  Estimated Accuracy
 HN0020;SPC UT S     - 3,127,374.7     593,349.5     MT  (+/- 3 meters HH1 GPS) 
 HN0020
 HN0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG4930784836(NAD 83)
 HN0020
 HN0020                          SUPERSEDED SURVEY CONTROL
 HN0020
 HN0020  NGVD 29 (??/??/92) 1080.504  (m)         3544.95   (f) ADJ UNCH    1 2
 HN0020
 HN0020.Superseded values are not recommended for survey control.
 HN0020
 HN0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0020.See file dsdata.pdf to determine how the superseded data were derived.
 HN0020
 HN0020_MARKER: DD = SURVEY DISK
 HN0020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HN0020_SP_SET: FOUNDATION
 HN0020_STAMPING: GAUGE NO 2 1952
 HN0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0020
 HN0020  HISTORY     - Date     Condition        Report By
 HN0020  HISTORY     - 1952     MONUMENTED       USGS
 HN0020  HISTORY     - 1958     GOOD             CGS
 HN0020
 HN0020                          STATION DESCRIPTION
 HN0020
 HN0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0020'IN HITE.
 HN0020'ABOUT 0.4 MILE NORTH OF THE FERRY LANDING AT HITE, ON THE TOP OF A
 HN0020'ROUND HILL, 60 FEET NORTH OF THE NORTHEAST CORNER OF THE RESIDENCE OF
 HN0020'THE GAGE TENDER, 70.68 FEET EAST OF THE STATION MARK, IN THE TOP OF A
 HN0020'CONCRETE FOUNDATION FOR A HOIST AND ABOUT 5 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0767 ***********************************************************************
 LO0767  DESIGNATION -  GENEVA
 LO0767  PID         -  LO0767
 LO0767  STATE/COUNTY-  UT/UTAH
 LO0767  COUNTRY     -  US
 LO0767  USGS QUAD   -  OREM (2017)
 LO0767
 LO0767                         *CURRENT SURVEY CONTROL
 LO0767  ______________________________________________________________________
 LO0767* NAD 83(1994) POSITION- 40 17 53.24738(N) 111 43 08.45829(W)   ADJUSTED
 LO0767* NAVD 88 ORTHO HEIGHT -  1446.    (meters)     4744.    (feet) SCALED
 LO0767  ______________________________________________________________________
 LO0767  GEOID HEIGHT    -        -17.125 (meters)                     GEOID18
 LO0767  LAPLACE CORR    -         12.62  (seconds)                    DEFLEC18
 LO0767  HORZ ORDER      -  FIRST
 LO0767
 LO0767.The horizontal coordinates were established by classical geodetic methods
 LO0767.and adjusted by the National Geodetic Survey in November 1997.
 LO0767
 LO0767.The orthometric height was scaled from a topographic map.
 LO0767
 LO0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0767.GEOID18 height accuracy estimate available here.
 LO0767
 LO0767.Click photographs - Photos may exist for this station.
 LO0767
 LO0767.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0767
 LO0767. The following values were computed from the NAD 83(1994) position.
 LO0767
 LO0767;                    North         East     Units Scale Factor Converg.
 LO0767;SPC UT C     - 2,218,154.297   481,380.247   MT  0.99993143   -0 08 25.1
 LO0767;SPC UT C     - 7,277,394.56  1,579,328.36   sFT  0.99993143   -0 08 25.1
 LO0767;UTM  12      - 4,461,094.944   438,892.472   MT  0.99964597   -0 27 54.2
 LO0767
 LO0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0767!SPC UT C     -   0.99977590  x   0.99993143  =   0.99970734
 LO0767!UTM  12      -   0.99977590  x   0.99964597  =   0.99942195
 LO0767
 LO0767:                Primary Azimuth Mark                     Grid Az
 LO0767:SPC UT C     -  GENEVA AZ MK                             261 51 56.7
 LO0767:UTM  12      -  GENEVA AZ MK                             262 11 25.8
 LO0767
 LO0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK3889261094(NAD 83)
 LO0767
 LO0767|---------------------------------------------------------------------|
 LO0767| PID    Reference Object                     Distance      Geod. Az  |
 LO0767|                                                           dddmmss.s |
 LO0767| CM5614 GENEVA RM 1                          17.536 METERS 08747     |
 LO0767| CM5615 GENEVA RM 2                          27.630 METERS 17903     |
 LO0767| LO0786 AIRPORT BCN PROVO MUN APT           APPROX. 8.7 KM 1794051.5 |
 LO0767| LO0792 WEST MTN ATT MICROWAVE MAST         APPROX.24.8 KM 2004940.2 |
 LO0767| CM5613 GENEVA AZ MK                                       2614331.6 |
 LO0767| LO0806 LAKE MTN UTAH PWR LT CO MAST        APPROX.18.6 KM 2644011.6 |
 LO0767|---------------------------------------------------------------------|
 LO0767
 LO0767                          SUPERSEDED SURVEY CONTROL
 LO0767
 LO0767  NAD 83(1993)-  40 17 53.24666(N)    111 43 08.45774(W) AD(       ) 1
 LO0767  NAD 83(1986)-  40 17 53.23518(N)    111 43 08.45493(W) AD(       ) 1
 LO0767  NAD 27      -  40 17 53.40657(N)    111 43 05.71380(W) AD(       ) 1
 LO0767
 LO0767.Superseded values are not recommended for survey control.
 LO0767
 LO0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0767.See file dsdata.pdf to determine how the superseded data were derived.
 LO0767
 LO0767_MARKER: DS = TRIANGULATION STATION DISK
 LO0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0767_STAMPING: GENEVA 1963
 LO0767_MARK LOGO: CGS
 LO0767_PROJECTION: FLUSH
 LO0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0767+STABILITY: SURFACE MOTION
 LO0767
 LO0767  HISTORY     - Date     Condition        Report By
 LO0767  HISTORY     - 1963     MONUMENTED       CGS
 LO0767  HISTORY     - 1967     GOOD             LOCENG
 LO0767  HISTORY     - 19900501 POOR             USGS
 LO0767
 LO0767                          STATION DESCRIPTION
 LO0767
 LO0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 LO0767'THE STATION IS ABOUT 5-1/2 MILES NORTHWEST OF PROVO, 1-1/4 MILES
 LO0767'WEST OF OREM, 1 MILE SOUTHEAST OF THE U.S. STEEL COMPANY, GENEVA
 LO0767'PLANT, ON THE SUMMIT OF A GRASSY RIDGE PARALLELING THE EAST
 LO0767'SIDE OF UTAH LAKE.
 LO0767'
 LO0767'TO REACH THE STATION FROM THE POST OFFICE IN OREM, GO WEST ON
 LO0767'CENTER STREET FOR 0.9 MILE TO 800 WEST STREET ON THE RIGHT.
 LO0767'(THE AZIMUTH MARK IS 0.6 MILE WEST OF THIS POINT) CONTINUE WEST
 LO0767'ON CENTER STREET FOR 0.05 MILE TO A TRACK ROAD ON THE RIGHT.
 LO0767'BEAR RIGHT AND CONTINUE WEST ALONG THE NORTH SIDE OF CENTER
 LO0767'STREET FOR 0.15 MILE, THENCE RIGHT, NORTH, FOR 0.05 MILE TO THE
 LO0767'STATION.
 LO0767'
 LO0767'THE STATION MARK IS A STANDARD DISK, STAMPED GENEVA 1963, SET
 LO0767'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 LO0767'GROUND.  IT IS 13.4 FEET SOUTH OF AN EAST-WEST FENCE, 130.4
 LO0767'FEET EAST OF A NORTH-SOUTH FENCE AND 2.4 FEET SOUTHWEST OF A METAL
 LO0767'WITNESS POST.
 LO0767'
 LO0767'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GENEVA NO 1 1963,
 LO0767'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST FLUSH WITH THE
 LO0767'GROUND.  IT IS 13.5 FEET SOUTH OF THE EAST-WEST FENCE AND AT
 LO0767'ABOUT THE SAME ELEVATION AS THE STATION.
 LO0767'
 LO0767'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GENEVA NO 2 1963,
 LO0767'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST FLUSH WITH
 LO0767'THE GROUND.  IT IS 131 FEET EAST OF THE NORTH-SOUTH FENCE, 104
 LO0767'FEET SOUTH OF THE EAST-WEST FENCE AND ABOUT 2 FEET HIGHER THAN
 LO0767'THE STATION.
 LO0767'
 LO0767'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GENEVA 1963, CEMENTED
 LO0767'IN A DRILL HOLE IN THE EAST CONCRETE RAIL AND AT THE NORTH END
 LO0767'OF AN OVERPASS SPANNING CENTER STREET.  IT IS 2.8 FEET SOUTH OF A
 LO0767'METAL WITNESS POST, 27.9 FEET EAST OF THE CENTERLINE OF THE
 LO0767'OVERPASS AND 90 FEET NORTH AND ABOUT 25 FEET HIGHER THAN THE
 LO0767'CENTERLINE OF CENTER STREET.
 LO0767
 LO0767                          STATION RECOVERY (1967)
 LO0767
 LO0767'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967 (RDR)
 LO0767'GENEVA 1963.
 LO0767'
 LO0767'THE STATION WAS RECOVERED AS DESCRIBED ALL MARKS IN EXCELLENT
 LO0767'CONDITION.
 LO0767
 LO0767                          STATION RECOVERY (1990)
 LO0767
 LO0767'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (RGB)
 LO0767'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0768 ***********************************************************************
 LO0768  DESIGNATION -  GENEVA
 LO0768  PID         -  LO0768
 LO0768  STATE/COUNTY-  UT/UTAH
 LO0768  COUNTRY     -  US
 LO0768  USGS QUAD   -  OREM (2017)
 LO0768
 LO0768                         *CURRENT SURVEY CONTROL
 LO0768  ______________________________________________________________________
 LO0768* NAD 83(1994) POSITION- 40 18 20.45432(N) 111 44 27.33850(W)   ADJUSTED
 LO0768* NAVD 88 ORTHO HEIGHT -  1449.    (meters)     4754.    (feet) SCALED
 LO0768  ______________________________________________________________________
 LO0768  GEOID HEIGHT    -        -17.212 (meters)                     GEOID18
 LO0768  LAPLACE CORR    -         10.72  (seconds)                    DEFLEC18
 LO0768  HORZ ORDER      -  THIRD
 LO0768
 LO0768.The horizontal coordinates were established by classical geodetic methods
 LO0768.and adjusted by the National Geodetic Survey in November 1997.
 LO0768
 LO0768.The orthometric height was scaled from a topographic map.
 LO0768
 LO0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0768.GEOID18 height accuracy estimate available here.
 LO0768
 LO0768.Click photographs - Photos may exist for this station.
 LO0768
 LO0768.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0768
 LO0768. The following values were computed from the NAD 83(1994) position.
 LO0768
 LO0768;                    North         East     Units Scale Factor Converg.
 LO0768;SPC UT C     - 2,218,998.213   479,519.724   MT  0.99993251   -0 09 15.6
 LO0768;SPC UT C     - 7,280,163.30  1,573,224.29   sFT  0.99993251   -0 09 15.6
 LO0768;UTM  12      - 4,461,949.152   437,037.292   MT  0.99964880   -0 28 45.5
 LO0768
 LO0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0768!SPC UT C     -   0.99977544  x   0.99993251  =   0.99970797
 LO0768!UTM  12      -   0.99977544  x   0.99964880  =   0.99942432
 LO0768
 LO0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK3703761949(NAD 83)
 LO0768
 LO0768                          SUPERSEDED SURVEY CONTROL
 LO0768
 LO0768  NAD 83(1993)-  40 18 20.45373(N)    111 44 27.33771(W) AD(       ) 3
 LO0768  NAD 83(1986)-  40 18 20.44235(N)    111 44 27.33340(W) AD(       ) 3
 LO0768  NAD 27      -  40 18 20.60856(N)    111 44 24.58956(W) AD(       ) 3
 LO0768
 LO0768.Superseded values are not recommended for survey control.
 LO0768
 LO0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0768.See file dsdata.pdf to determine how the superseded data were derived.
 LO0768
 LO0768_MARKER: 63 = STACK
 LO0768
 LO0768  HISTORY     - Date     Condition        Report By
 LO0768  HISTORY     - 1963     FIRST OBSERVED   USGS
 LO0768
 LO0768                          STATION DESCRIPTION
 LO0768
 LO0768'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LO0768'LOCATED AT GENEVA STEEL PLANT ON E. SHORE OF UTAH LAKE.  THE S. STACK
 LO0768'OF NINE LARGE CONCRETE STACKS THAT ARE IN A STRAIGHT LINE AND SPACED
 LO0768'AT EQUAL DISTANCES.
 LO0768'
 LO0768'STATION MARK - LARGE CONCRETE STACK.
 LO0768'
 LO0768'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0616 ***********************************************************************
 LN0616  DESIGNATION -  GEORGE
 LN0616  PID         -  LN0616
 LN0616  STATE/COUNTY-  UT/DAGGETT
 LN0616  COUNTRY     -  US
 LN0616  USGS QUAD   -  GOSLIN MOUNTAIN (2017)
 LN0616
 LN0616                         *CURRENT SURVEY CONTROL
 LN0616  ______________________________________________________________________
 LN0616* NAD 83(1994) POSITION- 40 53 35.54284(N) 109 21 04.67274(W)   ADJUSTED
 LN0616* NAVD 88 ORTHO HEIGHT -  2278.2   (meters)     7474.    (feet) VERTCON3
 LN0616  ______________________________________________________________________
 LN0616  GEOID HEIGHT    -        -13.891 (meters)                     GEOID18
 LN0616  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 LN0616  HORZ ORDER      -  THIRD
 LN0616
 LN0616.The horizontal coordinates were established by classical geodetic methods
 LN0616.and adjusted by the National Geodetic Survey in November 1997.
 LN0616
 LN0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0616
 LN0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0616.GEOID18 height accuracy estimate available here.
 LN0616
 LN0616.Click photographs - Photos may exist for this station.
 LN0616
 LN0616.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0616
 LN0616. The following values were computed from the NAD 83(1994) position.
 LN0616
 LN0616;                    North         East     Units Scale Factor Converg.
 LN0616;SPC UT N     - 1,064,411.824   681,050.159   MT  0.99997620   +1 25 00.3
 LN0616;SPC UT N     - 3,492,157.79  2,234,412.06   sFT  0.99997620   +1 25 00.3
 LN0616;UTM  12      - 4,528,210.397   638,884.704   MT  0.99983741   +1 04 46.2
 LN0616
 LN0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0616!SPC UT N     -   0.99964494  x   0.99997620  =   0.99962115
 LN0616!UTM  12      -   0.99964494  x   0.99983741  =   0.99948241
 LN0616
 LN0616:                Primary Azimuth Mark                     Grid Az
 LN0616:SPC UT N     -  DUTCH JOHN                               331 34 35.2
 LN0616:UTM  12      -  DUTCH JOHN                               331 54 49.3
 LN0616
 LN0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL3888428210(NAD 83)
 LN0616
 LN0616|---------------------------------------------------------------------|
 LN0616| PID    Reference Object                     Distance      Geod. Az  |
 LN0616|                                                           dddmmss.s |
 LN0616| LN0619 DUTCH JOHN                          APPROX. 8.6 KM 3325935.5 |
 LN0616|---------------------------------------------------------------------|
 LN0616
 LN0616                          SUPERSEDED SURVEY CONTROL
 LN0616
 LN0616  NAD 83(1993)-  40 53 35.54294(N)    109 21 04.67269(W) AD(       ) 3
 LN0616  NAD 83(1986)-  40 53 35.52508(N)    109 21 04.66392(W) AD(       ) 3
 LN0616  NAD 27      -  40 53 35.67085(N)    109 21 02.18926(W) AD(       ) 3
 LN0616  NGVD 29 (07/19/86) 2277.0    (m)         7470.     (f) VERT ANG       
 LN0616
 LN0616.Superseded values are not recommended for survey control.
 LN0616
 LN0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0616.See file dsdata.pdf to determine how the superseded data were derived.
 LN0616
 LN0616_MARKER: T = CHISELED TRIANGLE
 LN0616_SETTING: 0 = UNSPECIFIED SETTING
 LN0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0616
 LN0616  HISTORY     - Date     Condition        Report By
 LN0616  HISTORY     - 1949     MONUMENTED       BOR
 LN0616
 LN0616                          STATION DESCRIPTION
 LN0616
 LN0616'DESCRIBED BY US BUREAU OF RECLAMATION 1949
 LN0616'LOCATED ABOUT 10 MI. E. OF GREEN LAKES RESORT AND 8 MI. W. OF CLAY
 LN0616'BASIN, ON LOW SPUR EXTENDING TOWARDS RIVER.
 LN0616'
 LN0616'TO REACH FROM VERNAL, DRIVE ON STATE HIGHWAY 44 FOR 39.5 MI. TO
 LN0616'GREENDALE RD. JUNCTION, TURN N. ALONG GREENDALE RD. FOR 2.4 MI. TO
 LN0616'ARROWSMITH RANCH, PASS THROUGH TWO GATES AND FOLLOW WINDING RD. 2.6
 LN0616'MI. TO RD. FORKS, TAKE RIGHT FORK 0.6 MI. TO DIM JUNCTION, CONTINUE ON
 LN0616'RIGHT FORK 0.7 MI. TO END OF RD. AND END OF TRUCK TRAVEL.  TAKE LOW
 LN0616'LINE TRAIL AFTER CROSSING CART CREEK ON A BRIDGE TO PIPE CREEK AND
 LN0616'BUTTONHOOK SPRING -LARGE WATERING TROUGHS AND N-S. MEADOW.  PROCEED E.
 LN0616'FROM BUTTONHOOK SPRING ON THE TRAIL TO THE S. HIGH ON THE MOUNTAIN
 LN0616'JUST BELOW THE ASPEN GROVES.  FOREST TRAIL CROSSES SADDLE THAT LOOKS
 LN0616'DOWN TOWARD GORGE CREEK TO THE E. FOLLOW DOWN TRAIL THROUGH SADDLE
 LN0616'TO SECOND AND LARGEST OF TWO GRASSY MEADOWS WHICH IS ABOUT 0.25 MI.
 LN0616'DOWN THE TRAIL FROM THE TOP OF THE SADDLE, BEAR LEFT FROM THIS POINT
 LN0616'AND FOLLOW HILLSIDE TO TOP OF HILL TO THE N. STATION LIES FAR ON N.
 LN0616'RIM OF PROMINIENT N-S. HILL OVERLOOKING RED CANYON.
 LN0616'
 LN0616'STATION MARK - CHISELED DOT IN CHISELED TRIANGLE WITH LETTERS ---U.S.
 LN0616'B.R.--- CHISELED ON N. SIDE.
 LN0616'
 LN0616'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AB3353 ***********************************************************************
 AB3353  DESIGNATION -  GEORGE
 AB3353  PID         -  AB3353
 AB3353  STATE/COUNTY-  UT/BOX ELDER
 AB3353  COUNTRY     -  US
 AB3353  USGS QUAD   -  STANDROD (2017)
 AB3353
 AB3353                         *CURRENT SURVEY CONTROL
 AB3353  ______________________________________________________________________
 AB3353* NAD 83(1994) POSITION- 41 53 21.76511(N) 113 28 59.31252(W)   ADJUSTED
 AB3353* NAVD 88 ORTHO HEIGHT -  2927.8   (meters)     9606.    (feet) VERTCON3
 AB3353  ______________________________________________________________________
 AB3353  GEOID HEIGHT    -        -14.466 (meters)                     GEOID18
 AB3353  LAPLACE CORR    -         12.94  (seconds)                    DEFLEC18
 AB3353  HORZ ORDER      -  THIRD
 AB3353
 AB3353.The horizontal coordinates were established by classical geodetic methods
 AB3353.and adjusted by the National Geodetic Survey in November 1997.
 AB3353
 AB3353.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3353
 AB3353.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3353.GEOID18 height accuracy estimate available here.
 AB3353
 AB3353.Click photographs - Photos may exist for this station.
 AB3353
 AB3353.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3353
 AB3353. The following values were computed from the NAD 83(1994) position.
 AB3353
 AB3353;                    North         East     Units Scale Factor Converg.
 AB3353;SPC UT N     - 1,174,684.738   335,422.054   MT  1.00001893   -1 18 27.3
 AB3353;SPC UT N     - 3,853,944.84  1,100,463.86   sFT  1.00001893   -1 18 27.3
 AB3353;UTM  12      - 4,640,475.924   293,989.162   MT  1.00012227   -1 39 30.8
 AB3353
 AB3353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3353!SPC UT N     -   0.99954326  x   1.00001893  =   0.99956218
 AB3353!UTM  12      -   0.99954326  x   1.00012227  =   0.99966548
 AB3353
 AB3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM9398940475(NAD 83)
 AB3353
 AB3353                          SUPERSEDED SURVEY CONTROL
 AB3353
 AB3353  NAD 83(1986)-  41 53 21.75742(N)    113 28 59.30086(W) AD(       ) 3
 AB3353  NGVD 29 (12/14/94) 2926.5    (m)         9601.     (f) VERT ANG       
 AB3353
 AB3353.Superseded values are not recommended for survey control.
 AB3353
 AB3353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3353.See file dsdata.pdf to determine how the superseded data were derived.
 AB3353
 AB3353_MARKER: DB = BENCH MARK DISK
 AB3353_SETTING: 66 = SET IN ROCK OUTCROP
 AB3353_STAMPING: GEORGE 1957
 AB3353_MARK LOGO: USGS
 AB3353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB3353+STABILITY: POSITION/ELEVATION WELL
 AB3353
 AB3353  HISTORY     - Date     Condition        Report By
 AB3353  HISTORY     - 1957     MONUMENTED       USGS
 AB3353
 AB3353                          STATION DESCRIPTION
 AB3353
 AB3353'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 AB3353'LOCATED ABOUT 6.0 MI. NW. OF THE SETTLEMENT OF ROSETTE, ON THE NW. AND
 AB3353'HIGHEST ONE OF SEVERAL TOPS FORMING GEORGE PEAK ON ABOUT THE MIDDLE OF
 AB3353'THE RIDGE TOP.
 AB3353'TO REACH FROM THE IDAHO HIGHWAY CHECK STATION AT STREVELL, DRIVE W. ON
 AB3353'GRADED RD. 3.4 MI., TURN LEFT ON CLEAR CREEK ROAD FOR 2.8 MI. TO RD.
 AB3353'FORKS, TAKE RIGHT FORK 10.3 MI. TO TOP OF MOUNTAIN (4-WHEEL DRIVE
 AB3353'PROBABLY REQUIRED), TURN RIGHT AND FOLLOW DIM TRACK AND STOCK TRAIL W.
 AB3353'ALONG RIDGE CREST FOR 5.0 MI. TO FOOT OF ROCKY TOP.  WALK TO TOP AND
 AB3353'STATION.  ABOUT 2-MINUTE PACK.
 AB3353'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---GEORGE 1957---, SET
 AB3353'IN ROCK OUTCROP PROJECTING ABOUT 0.3 FT. ABOVE GROUND.
 AB3353'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 AB3353'1957--- SET IN OUTCROPPING BOULDER, 19.50 FT. FROM STATION MARK AND
 AB3353'5.1 FT. LOWER.
 AB3353'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER STAMPED---2--- WEDGED IN
 AB3353'ROCK CRACK, 20.10 FT. FROM STATION MARK AND 0.4 FT. LOWER.
 AB3353'GEORGE ECCENTRIC, MARKED BY SHALLOW DRILL HOLE AND CHISELED CROSS, IS
 AB3353'ON HIGH POINT OF CLIFF EDGE, 2,244.79 FT. FROM STATION MARK. (DISTANCE
 AB3353'DETERMINED BY TRIANGULATION FROM A CHAINED BASE.)
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1016 ***********************************************************************
 LO1016  DESIGNATION -  GERRARD
 LO1016  PID         -  LO1016
 LO1016  STATE/COUNTY-  UT/SALT LAKE
 LO1016  COUNTRY     -  US
 LO1016  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO1016
 LO1016                         *CURRENT SURVEY CONTROL
 LO1016  ______________________________________________________________________
 LO1016* NAD 83(2011) POSITION- 40 48 38.83874(N) 111 55 54.77695(W)   ADJUSTED
 LO1016* NAD 83(2011) ELLIP HT-  1277.109 (meters)        (06/27/12)   ADJUSTED
 LO1016* NAD 83(2011) EPOCH   -  2010.00
 LO1016* NAVD 88 ORTHO HEIGHT -  1293.8   (meters)     4245.    (feet) VERTCON3
 LO1016  ______________________________________________________________________
 LO1016  GEOID HEIGHT    -        -16.882 (meters)                     GEOID18
 LO1016  NAD 83(2011) X  - -1,806,010.257 (meters)                     COMP
 LO1016  NAD 83(2011) Y  - -4,485,377.903 (meters)                     COMP
 LO1016  NAD 83(2011) Z  -  4,147,376.935 (meters)                     COMP
 LO1016  LAPLACE CORR    -          8.48  (seconds)                    DEFLEC18
 LO1016
 LO1016  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LO1016  Standards:
 LO1016         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LO1016            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LO1016  -------------------------------------------------------------------
 LO1016  NETWORK    4.13   7.51           1.75   1.57   3.83      0.32009016
 LO1016  -------------------------------------------------------------------
 LO1016  Click here for local accuracies and other accuracy information.
 LO1016
 LO1016.The horizontal coordinates were established by GPS observations
 LO1016.and adjusted by the National Geodetic Survey in June 2012.
 LO1016
 LO1016.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LO1016.been affixed to the stable North American tectonic plate. See 
 LO1016.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LO1016
 LO1016.The horizontal coordinates are valid at the epoch date displayed above
 LO1016.which is a decimal equivalence of Year/Month/Day.
 LO1016
 LO1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1016
 LO1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1016.GEOID18 height accuracy estimate available here.
 LO1016
 LO1016.Click photographs - Photos may exist for this station.
 LO1016
 LO1016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LO1016
 LO1016.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1016
 LO1016.The ellipsoidal height was determined by GPS observations
 LO1016.and is referenced to NAD 83.
 LO1016
 LO1016. The following values were computed from the NAD 83(2011) position.
 LO1016
 LO1016;                    North         East     Units Scale Factor Converg.
 LO1016;SPC UT C     - 2,275,147.359   463,558.313   MT  1.00004398   -0 16 36.0
 LO1016;SPC UT C     - 7,464,379.29  1,520,857.57   sFT  1.00004398   -0 16 36.0
 LO1016;UTM  12      - 4,518,170.896   421,403.049   MT  0.99967603   -0 36 32.7
 LO1016
 LO1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1016!SPC UT C     -   0.99979971  x   1.00004398  =   0.99984368
 LO1016!UTM  12      -   0.99979971  x   0.99967603  =   0.99947580
 LO1016
 LO1016:                Primary Azimuth Mark                     Grid Az
 LO1016:SPC UT C     -  1N1W 1706                                289 19 43.6
 LO1016:UTM  12      -  1N1W 1706                                289 39 40.3
 LO1016
 LO1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2140318170(NAD 83)
 LO1016
 LO1016|---------------------------------------------------------------------|
 LO1016| PID    Reference Object                     Distance      Geod. Az  |
 LO1016|                                                           dddmmss.s |
 LO1016| LO1023 1N1W 1706                           APPROX. 3.2 KM 2890307.6 |
 LO1016|---------------------------------------------------------------------|
 LO1016
 LO1016                          SUPERSEDED SURVEY CONTROL
 LO1016
 LO1016  NAD 83(2007)-  40 48 38.83844(N)    111 55 54.77752(W) AD(2002.00) 0
 LO1016  ELLIP H (02/10/07) 1277.095  (m)                       GP(2002.00)    
 LO1016  ELLIP H (01/22/02) 1277.160  (m)                       GP(       ) 4 1
 LO1016  NAD 83(1994)-  40 48 38.83807(N)    111 55 54.77601(W) AD(       ) 1
 LO1016  ELLIP H (11/04/97) 1277.019  (m)                       GP(       ) 4 1
 LO1016  NAD 83(1993)-  40 48 38.83752(N)    111 55 54.77622(W) AD(       ) 1
 LO1016  NAD 83(1986)-  40 48 38.82689(N)    111 55 54.76606(W) AD(       ) 1
 LO1016  NAD 27      -  40 48 39.02264(N)    111 55 51.99002(W) AD(       ) 1
 LO1016  NGVD 29 (07/19/86) 1292.9    (m)         4242.     (f) VERT ANG       
 LO1016
 LO1016.Superseded values are not recommended for survey control.
 LO1016
 LO1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1016.See file dsdata.pdf to determine how the superseded data were derived.
 LO1016
 LO1016_MARKER: DH = HORIZONTAL CONTROL DISK
 LO1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO1016_STAMPING: GERRARD 1974
 LO1016_MARK LOGO: NGS
 LO1016_MAGNETIC: N = NO MAGNETIC MATERIAL
 LO1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1016+STABILITY: SURFACE MOTION
 LO1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO1016+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1992
 LO1016
 LO1016  HISTORY     - Date     Condition        Report By
 LO1016  HISTORY     - 1974     MONUMENTED       NGS
 LO1016  HISTORY     - 1974     GOOD             NGS
 LO1016  HISTORY     - 19920719 GOOD             NOS
 LO1016
 LO1016                          STATION DESCRIPTION
 LO1016
 LO1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LO1016'THE STATION IS LOCATED 6.5 MILES SOUTH-SOUTHWEST OF BOUNTIFUL, 3.5
 LO1016'MILES NORTHWEST OF DOWNTOWN SALT LAKE CITY, 0.5 MILE EAST OF
 LO1016'INTERSTATE HIGHWAY 215, ON TOP OF THE ROOF OF THE DIGESTION CONTROL
 LO1016'BUILDING WHICH IS ON PROPERTY OF THE SALT LAKE CITY WATER
 LO1016'RECLAMATION DEPARTMENT.
 LO1016'
 LO1016'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 68 AND
 LO1016'U.S. HIGHWAY 40, GO NORTH ON STATE HIGHWAY 68 FOR 2.7 MILES TO A
 LO1016'SIDEROAD RIGHT.  TURN RIGHT AND GO EAST ON 1850 NORTH FOR 0.3 MILE
 LO1016'TO A FORK.  TAKE THE RIGHT FORK AND GO EASTERLY 0.1 MILE TO A
 LO1016'SIDEROAD LEFT.  TURN LEFT AND GO NORTH 0.05 MILE TO THE DIGESTION
 LO1016'CONTROL BUILDING AND THE STATION ON THE ROOF.
 LO1016'
 LO1016'THE STATION MARKS ARE STANDARD DISKS STAMPED GERRARD 1974.  THE
 LO1016'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 LO1016'THAT PROJECTS 4 INCHES.  IT IS 32.5 FEET SOUTHWEST OF THE DOOR
 LO1016'LEADING TO THE ROOF, 13.5 FEET NORTH-NORTHEAST OF A SMALL LIGHT
 LO1016'POLE, AND 3.5 FEET EAST OF THE WEST EDGE OF THE CONCRETE
 LO1016'RAILING.  THE SUB-SURFACE DISK IS SET IN A DRILL HOLE 1/2-INCH
 LO1016'BELOW THE SURFACE.
 LO1016'
 LO1016'1N 1W 1706 (SL CO) IS A STANDARD SALT LAKE COUNTY BRONZE DISK
 LO1016'STAMPED 4 COR 17 16, THAT IS 4 INCHES BELOW THE SURFACE.  IT IS
 LO1016'COVERED WITH A CAST IRON LID.  IT IS 32.4 FEET WEST-SOUTHWEST OF A
 LO1016'CORNER POST WITH A NAIL AND WASHER, AND 38.7 FEET NORTHWEST OF A
 LO1016'CORNER POST WITH A NAIL AND WASHER.  THIS MARK WILL SERVE AS AN
 LO1016'AZIMUTH MARK.
 LO1016
 LO1016                          STATION RECOVERY (1974)
 LO1016
 LO1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LO1016'RECOVERED IN GOOD CONDITION.
 LO1016
 LO1016                          STATION RECOVERY (1992)
 LO1016
 LO1016'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 LO1016'THE DIGESTION CONTROL BUILDING IS THE BUILDING ADJACENT TO THE TALLEST
 LO1016'STRUCTURE ON THE COMPOUND.
 LO1016'ACCESS TO THE SITE SHOULD BE COORDINATED WITH THE SALT LAKE CITY WATER
 LO1016'RECLAMATION DEPARTMENT.  THEIR PHONE NUMBER IS 801-799-4030.  THE
 LO1016'ENTRANCE GATE ON REDWOOD ROAD (STATE ROUTE 68) IS CLOSED AFTER NORMAL
 LO1016'WORKING HOURS, ON WEEKENDS AND HOLIDAYS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0255 ***********************************************************************
 MS0255  DESIGNATION -  GG 89
 MS0255  PID         -  MS0255
 MS0255  STATE/COUNTY-  UT/BOX ELDER
 MS0255  COUNTRY     -  US
 MS0255  USGS QUAD   -  MONUMENT PEAK NE (2017)
 MS0255
 MS0255                         *CURRENT SURVEY CONTROL
 MS0255  ______________________________________________________________________
 MS0255* NAD 83(1986) POSITION- 41 58 49.     (N) 112 50 22.     (W)   SCALED
 MS0255* NAVD 88 ORTHO HEIGHT -  1349.660 (meters)     4428.01  (feet) ADJUSTED
 MS0255  ______________________________________________________________________
 MS0255  GEOID HEIGHT    -        -14.952 (meters)                     GEOID18
 MS0255  DYNAMIC HEIGHT  -       1348.755 (meters)     4425.04  (feet) COMP
 MS0255  MODELED GRAVITY -    979,905.4   (mgal)                       NAVD 88
 MS0255
 MS0255  VERT ORDER      -  SECOND    CLASS 0
 MS0255
 MS0255.The horizontal coordinates were scaled from a map and have
 MS0255.an estimated accuracy of +/- 6 seconds.
 MS0255
 MS0255.The orthometric height was determined by differential leveling and
 MS0255.adjusted by the NATIONAL GEODETIC SURVEY
 MS0255.in June 1991.
 MS0255
 MS0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0255.GEOID18 height accuracy estimate available here.
 MS0255
 MS0255.Click photographs - Photos may exist for this station.
 MS0255
 MS0255.The dynamic height is computed by dividing the NAVD 88
 MS0255.geopotential number by the normal gravity value computed on the
 MS0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0255.degrees latitude (g = 980.6199 gals.).
 MS0255
 MS0255.The modeled gravity was interpolated from observed gravity values.
 MS0255
 MS0255;                    North         East    Units  Estimated Accuracy
 MS0255;SPC UT N     - 1,183,760.      388,990.      MT  (+/- 180 meters Scaled)
 MS0255
 MS0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM476492(NAD 83)
 MS0255
 MS0255                          SUPERSEDED SURVEY CONTROL
 MS0255
 MS0255  NGVD 29 (??/??/92) 1348.621  (m)         4424.60   (f) ADJ UNCH    2 0
 MS0255
 MS0255.Superseded values are not recommended for survey control.
 MS0255
 MS0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0255.See file dsdata.pdf to determine how the superseded data were derived.
 MS0255
 MS0255_MARKER: DB = BENCH MARK DISK
 MS0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0255_STAMPING: GG 89 1960
 MS0255_MARK LOGO: CGS
 MS0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0255+STABILITY: SURFACE MOTION
 MS0255
 MS0255  HISTORY     - Date     Condition        Report By
 MS0255  HISTORY     - 1960     MONUMENTED       CGS
 MS0255
 MS0255                          STATION DESCRIPTION
 MS0255
 MS0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MS0255'6.2 MI W FROM SNOWVILLE.
 MS0255'6.2 MILES WEST ALONG U.S. HIGHWAY 30S FROM THE NELSON CAFE IN
 MS0255'SNOWVILLE, TO THE SALT LAKE PIPELINE, AND THE ROAD NORTH ALONG THE
 MS0255'PIPELINE FOR 0.85 MILE, 38 FEET EAST FROM THIS TRACK ROAD, 2 FEET WEST
 MS0255'FROM A N-S FENCE LINE, 1.9 FEET WEST FROM A FENCE POST ON WHICH WAS
 MS0255'NAILED A METAL WITNESS SIGN, SET IN A CYLINDRICAL CONCRETE MONUMENT
 MS0255'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0354 ***********************************************************************
 JN0354  DESIGNATION -  GILES
 JN0354  PID         -  JN0354
 JN0354  STATE/COUNTY-  UT/WAYNE
 JN0354  COUNTRY     -  US
 JN0354  USGS QUAD   -  CAINEVILLE (2017)
 JN0354
 JN0354                         *CURRENT SURVEY CONTROL
 JN0354  ______________________________________________________________________
 JN0354* NAD 83(1994) POSITION- 38 18 16.71131(N) 111 00 57.83615(W)   ADJUSTED
 JN0354* NAVD 88 ORTHO HEIGHT -  1786.6   (meters)     5862.    (feet) VERTCON3
 JN0354  ______________________________________________________________________
 JN0354  GEOID HEIGHT    -        -19.778 (meters)                     GEOID18
 JN0354  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 JN0354  HORZ ORDER      -  SECOND
 JN0354
 JN0354.The horizontal coordinates were established by classical geodetic methods
 JN0354.and adjusted by the National Geodetic Survey in November 1997.
 JN0354
 JN0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0354
 JN0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0354.GEOID18 height accuracy estimate available here.
 JN0354
 JN0354.Click photographs - Photos may exist for this station.
 JN0354
 JN0354.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0354
 JN0354. The following values were computed from the NAD 83(1994) position.
 JN0354
 JN0354;                    North         East     Units Scale Factor Converg.
 JN0354;SPC UT S     - 3,181,902.883   542,328.206   MT  0.99999250   +0 17 47.4
 JN0354;SPC UT S     -10,439,293.04  1,779,288.46   sFT  0.99999250   +0 17 47.4
 JN0354;UTM  12      - 4,239,616.687   498,595.338   MT  0.99960002   -0 00 35.8
 JN0354
 JN0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0354!SPC UT S     -   0.99972284  x   0.99999250  =   0.99971535
 JN0354!UTM  12      -   0.99972284  x   0.99960002  =   0.99932298
 JN0354
 JN0354:                Primary Azimuth Mark                     Grid Az
 JN0354:SPC UT S     -  GILES AZ MK                              114 13 45.6
 JN0354:UTM  12      -  GILES AZ MK                              114 32 08.8
 JN0354
 JN0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH9859539616(NAD 83)
 JN0354
 JN0354|---------------------------------------------------------------------|
 JN0354| PID    Reference Object                     Distance      Geod. Az  |
 JN0354|                                                           dddmmss.s |
 JN0354| CM5620 GILES RM 1                            6.216 METERS 00926     |
 JN0354| CM5621 GILES RM 2                            4.174 METERS 08718     |
 JN0354| CM5619 GILES AZ MK                                        1143133.0 |
 JN0354|---------------------------------------------------------------------|
 JN0354
 JN0354                          SUPERSEDED SURVEY CONTROL
 JN0354
 JN0354  NAD 83(1986)-  38 18 16.70584(N)    111 00 57.83141(W) AD(       ) 2
 JN0354  NAD 27      -  38 18 16.78189(N)    111 00 55.23798(W) AD(       ) 2
 JN0354  NGVD 29 (07/19/86) 1785.5    (m)         5858.     (f) VERT ANG       
 JN0354
 JN0354.Superseded values are not recommended for survey control.
 JN0354
 JN0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0354.See file dsdata.pdf to determine how the superseded data were derived.
 JN0354
 JN0354_MARKER: DD = SURVEY DISK
 JN0354_SETTING: 66 = SET IN ROCK OUTCROP
 JN0354
 JN0354  HISTORY     - Date     Condition        Report By
 JN0354  HISTORY     - 1963     MONUMENTED       USGS
 JN0354  HISTORY     - 1969     GOOD             LAWPC
 JN0354
 JN0354                          STATION DESCRIPTION
 JN0354
 JN0354'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (LGB)
 JN0354'THE STATION IS LOCATED ABOUT 22-1/2 MILES EAST OF TORREY,
 JN0354'16-3/4 MILES WEST SOUTHWEST OF HANKSVILLE, 2 MILES SOUTH OF
 JN0354'THE NOW NEARLY ABANDONED TOWN OF CAINEVILLE ON THE WEST RIM
 JN0354'OF THE SOUTH CAINEVILLE MESA ON WHAT APPEARS TO BE THE HIGHEST
 JN0354'POINT.
 JN0354'
 JN0354'TO REACH THE STATION BY HELICOPTER FROM THE HANKSVILLE AIRPORT
 JN0354'FLY SOUTHWEST ON A TRUE COURSE OF 245 DEGREES FOR ABOUT 18-1/2
 JN0354'MILES TO THE WEST RIM OF THE SOUTH CAINEVILLE MESA AND
 JN0354'THE STATION.  TO REACH THE AZIMUTH MARK FROM THE STATION PACK
 JN0354'SOUTHEAST FOR 0.25 MILE TO AN OUTCROP OF LIGHT COLORED BEDROCK
 JN0354'AND THE MARK.
 JN0354'
 JN0354'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 JN0354'GILES 1952, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH
 JN0354'THE GROUND.  IT IS 19 FEET EAST OF THE WEST RIM OF THE MESA
 JN0354'AND 12.0 FEET NORTHWEST OF A 4 FOOT CAIRN.
 JN0354'
 JN0354'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 JN0354'DISK, STAMPED GILES NO 1 1952, CEMENTED IN A DRILL HOLE IN
 JN0354'AN OUTCROP OF BEDROCK 6 BY 12 FEET IN CROSS SECTION AND
 JN0354'PROJECTING 8 INCHES.  IT IS 13 FEET EAST OF THE WEST EDGE
 JN0354'OF THE MESA.
 JN0354'
 JN0354'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 JN0354'DISK, STAMPED GILES NO 2 1952, CEMENTED IN A DRILL HOLE IN
 JN0354'BEDROCK FLUSH WITH THE GROUND.  IT IS 13.5 FEET NORTHEAST
 JN0354'OF THE CAIRN.
 JN0354'
 JN0354'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GILES USGS
 JN0354'1963, CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK 10
 JN0354'BY 18 FEET IN CROSS SECTION AND PROJECTING 18 INCHES.  THE
 JN0354'OUTCROP IS LIGHT IN COLOR AND IS 100 FEET WEST OF A LOW ROCKY
 JN0354'RIDGE.
 JN0354
 JN0354                          STATION RECOVERY (1969)
 JN0354
 JN0354'RECOVERY NOTE BY LA WTR AND PWR COMM 1969 (CER)
 JN0354'USGS-GOOD.  GILES 1952 REACHED BY HELICOPTER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0482 ***********************************************************************
 JN0482  DESIGNATION -  GILSON
 JN0482  PID         -  JN0482
 JN0482  STATE/COUNTY-  UT/EMERY
 JN0482  COUNTRY     -  US
 JN0482  USGS QUAD   -  GILSON BUTTE (2017)
 JN0482
 JN0482                         *CURRENT SURVEY CONTROL
 JN0482  ______________________________________________________________________
 JN0482* NAD 83(1994) POSITION- 38 34 53.94055(N) 110 37 05.27939(W)   ADJUSTED
 JN0482* NAVD 88 ORTHO HEIGHT -  1693.6   (meters)     5556.    (feet) VERTCON3
 JN0482  ______________________________________________________________________
 JN0482  GEOID HEIGHT    -        -19.659 (meters)                     GEOID18
 JN0482  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 JN0482  HORZ ORDER      -  THIRD
 JN0482
 JN0482.The horizontal coordinates were established by classical geodetic methods
 JN0482.and adjusted by the National Geodetic Survey in November 1997.
 JN0482
 JN0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0482
 JN0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0482.GEOID18 height accuracy estimate available here.
 JN0482
 JN0482.Click photographs - Photos may exist for this station.
 JN0482
 JN0482.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0482
 JN0482. The following values were computed from the NAD 83(1994) position.
 JN0482
 JN0482;                    North         East     Units Scale Factor Converg.
 JN0482;SPC UT C     - 2,027,948.413   576,849.944   MT  1.00013569   +0 33 53.7
 JN0482;SPC UT C     - 6,653,360.75  1,892,548.52   sFT  1.00013569   +0 33 53.7
 JN0482;UTM  12      - 4,270,422.640   533,260.408   MT  0.99961362   +0 14 17.3
 JN0482
 JN0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0482!SPC UT C     -   0.99973743  x   1.00013569  =   0.99987308
 JN0482!UTM  12      -   0.99973743  x   0.99961362  =   0.99935115
 JN0482
 JN0482:                Primary Azimuth Mark                     Grid Az
 JN0482:SPC UT C     -  GARVIN                                   038 28 44.0
 JN0482:UTM  12      -  GARVIN                                   038 48 20.4
 JN0482
 JN0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH3326070422(NAD 83)
 JN0482
 JN0482|---------------------------------------------------------------------|
 JN0482| PID    Reference Object                     Distance      Geod. Az  |
 JN0482|                                                           dddmmss.s |
 JN0482| JN0477 GARVIN                              APPROX. 7.8 KM 0390237.7 |
 JN0482|---------------------------------------------------------------------|
 JN0482
 JN0482                          SUPERSEDED SURVEY CONTROL
 JN0482
 JN0482  NAD 83(1986)-  38 34 53.93141(N)    110 37 05.27525(W) AD(       ) 3
 JN0482  NAD 27      -  38 34 54.00403(N)    110 37 02.75058(W) AD(       ) 3
 JN0482  NGVD 29 (07/19/86) 1692.5    (m)         5553.     (f) VERT ANG       
 JN0482
 JN0482.Superseded values are not recommended for survey control.
 JN0482
 JN0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0482.See file dsdata.pdf to determine how the superseded data were derived.
 JN0482
 JN0482_MARKER: DD = SURVEY DISK
 JN0482_SETTING: 0 = UNSPECIFIED SETTING
 JN0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0482
 JN0482  HISTORY     - Date     Condition        Report By
 JN0482  HISTORY     - 1952     MONUMENTED       USGS
 JN0482
 JN0482                          STATION DESCRIPTION
 JN0482
 JN0482'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0482'LOCATED ABOUT 36.0 MI. SW. OF GREEN RIVER, 14.0 MI. NW. OF HANKSVILLE,
 JN0482'5.0 MI. SW. OF GARVIN RANCH. ON N. END OF PROMINIENT SANDSTONE BUTTE
 JN0482'RISING OFF DESERT FLOOR.  BUTTE IS KNOWN LOCALLY AS GILSON BUTTE.
 JN0482'
 JN0482'STATION REACHED BY HELICOPTER.
 JN0482'
 JN0482'STATION MARK - STANDARD TABLET STAMPED ---GILSON 1952--- WELDED TO
 JN0482'PIPE PROJECTING ABOUT 1 FT. ABOVE GROUND.
 JN0482'
 JN0482'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0471 ***********************************************************************
 KN0471  DESIGNATION -  GILSONITE
 KN0471  PID         -  KN0471
 KN0471  STATE/COUNTY-  UT/DUCHESNE
 KN0471  COUNTRY     -  US
 KN0471  USGS QUAD   -  ANTHRO MOUNTAIN NE (2017)
 KN0471
 KN0471                         *CURRENT SURVEY CONTROL
 KN0471  ______________________________________________________________________
 KN0471* NAD 83(1994) POSITION- 39 57 19.48345(N) 110 16 52.92400(W)   ADJUSTED
 KN0471* NAVD 88 ORTHO HEIGHT -  2247.7   (meters)     7374.    (feet) VERTCON3
 KN0471  ______________________________________________________________________
 KN0471  GEOID HEIGHT    -        -17.076 (meters)                     GEOID18
 KN0471  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 KN0471  HORZ ORDER      -  THIRD
 KN0471
 KN0471.The horizontal coordinates were established by classical geodetic methods
 KN0471.and adjusted by the National Geodetic Survey in November 1997.
 KN0471
 KN0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0471
 KN0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0471.GEOID18 height accuracy estimate available here.
 KN0471
 KN0471.Click photographs - Photos may exist for this station.
 KN0471
 KN0471.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0471
 KN0471. The following values were computed from the NAD 83(1994) position.
 KN0471
 KN0471;                    North         East     Units Scale Factor Converg.
 KN0471;SPC UT C     - 2,180,790.334   604,117.831   MT  0.99990102   +0 46 50.3
 KN0471;SPC UT C     - 7,154,809.62  1,982,009.92   sFT  0.99990102   +0 46 50.3
 KN0471;UTM  12      - 4,423,055.629   561,382.396   MT  0.99964638   +0 27 41.4
 KN0471
 KN0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0471!SPC UT C     -   0.99965018  x   0.99990102  =   0.99955123
 KN0471!UTM  12      -   0.99965018  x   0.99964638  =   0.99929668
 KN0471
 KN0471:                Primary Azimuth Mark                     Grid Az
 KN0471:SPC UT C     -  ANT                                      079 22 23.7
 KN0471:UTM  12      -  ANT                                      079 41 32.6
 KN0471
 KN0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK6138223055(NAD 83)
 KN0471
 KN0471|---------------------------------------------------------------------|
 KN0471| PID    Reference Object                     Distance      Geod. Az  |
 KN0471|                                                           dddmmss.s |
 KN0471| KN0459 ANT                                 APPROX.12.1 KM 0800914.0 |
 KN0471|---------------------------------------------------------------------|
 KN0471
 KN0471                          SUPERSEDED SURVEY CONTROL
 KN0471
 KN0471  NAD 83(1993)-  39 57 19.48077(N)    110 16 52.92201(W) AD(       ) 3
 KN0471  NAD 83(1986)-  39 57 19.46471(N)    110 16 52.91836(W) AD(       ) 3
 KN0471  NAD 27      -  39 57 19.59870(N)    110 16 50.38458(W) AD(       ) 3
 KN0471  NGVD 29 (07/19/86) 2246.4    (m)         7370.     (f) VERT ANG       
 KN0471
 KN0471.Superseded values are not recommended for survey control.
 KN0471
 KN0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0471.See file dsdata.pdf to determine how the superseded data were derived.
 KN0471
 KN0471_MARKER: DD = SURVEY DISK
 KN0471_SETTING: 0 = UNSPECIFIED SETTING
 KN0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0471
 KN0471  HISTORY     - Date     Condition        Report By
 KN0471  HISTORY     - 1966     MONUMENTED       USGS
 KN0471
 KN0471                          STATION DESCRIPTION
 KN0471
 KN0471'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KN0471'LOCATED ABOUT 20 MI. (AIRLINE) SW. OF MYTON, UTAH, 15 MI. SE. OF
 KN0471'DUCHESNE, ON A RIDGE BETWEEN ANTELOPE CANYON AND GILSONITE DRAW.
 KN0471'
 KN0471'TO REACH FROM JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 33 AT
 KN0471'DUCHESNE, UTAH, GO E. 10 MI. ON U.S. HIGHWAY 40, TURN RIGHT AT
 KN0471'CROSSROADS AND GO 0.3 MI. TO RD. FORK RIGHT, CROSS CANAL AND BEAR
 KN0471'LEFT CONTINUING ON MAIN RD. 3.3 MI. TO DIRT CROSSROADS ABOUT 300
 KN0471'FT. S. OF OLD LOG CABIN, TURN LEFT ON RD. TO LARGE RED SHEARING
 KN0471'BARN 1.6 MI. TO RD. FORK RIGHT, THENCE S. 9.4 MI. TO RD. FORK TO
 KN0471'THE NE., CONTINUE STRAIGHT AHEAD 2.3 MI. TO SADDLE, LEAVE RD. AND
 KN0471'DRIVE 0.2 MI. W. TO TOP AND STATION MARK.
 KN0471'
 KN0471'STATION MARK--A STANDARD ALUMINUM TABLET, STAMPED ---GILSONITE
 KN0471'1966---, CEMENTED IN TOP OF 4 IN. CAST IRON PIPE PROJECTING 1 IN.
 KN0471'ABOVE THE GROUND.
 KN0471'
 KN0471'REFERENCE MARK NO. 1--A STANDARD BRONZE TABLET, STAMPED ---RM NO 1
 KN0471'1966---, CEMENTED IN TOP OF 4 IN. CAST IRON PIPE FLUSH WITH GROUND.
 KN0471'
 KN0471'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET, STAMPED ---RM NO 2
 KN0471'1966---, CEMENTED IN TOP OF 4 IN. CAST IRON PIPE FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0314 ***********************************************************************
 KM0314  DESIGNATION -  GLO 5 RM 2
 KM0314  PID         -  KM0314
 KM0314  STATE/COUNTY-  UT/UINTAH
 KM0314  COUNTRY     -  US
 KM0314  USGS QUAD   -  WEAVER RIDGE (2017)
 KM0314
 KM0314                         *CURRENT SURVEY CONTROL
 KM0314  ______________________________________________________________________
 KM0314* NAD 83(1994) POSITION- 39 53 52.70171(N) 109 05 48.44066(W)   ADJUSTED
 KM0314* NAVD 88 ORTHO HEIGHT -  2040.    (meters)     6693.    (feet) SCALED
 KM0314  ______________________________________________________________________
 KM0314  GEOID HEIGHT    -        -16.804 (meters)                     GEOID18
 KM0314  LAPLACE CORR    -          8.79  (seconds)                    DEFLEC18
 KM0314  HORZ ORDER      -  SECOND
 KM0314
 KM0314.The horizontal coordinates were established by classical geodetic methods
 KM0314.and adjusted by the National Geodetic Survey in November 1997.
 KM0314
 KM0314.The orthometric height was scaled from a topographic map.
 KM0314
 KM0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0314.GEOID18 height accuracy estimate available here.
 KM0314
 KM0314.Click photographs - Photos may exist for this station.
 KM0314
 KM0314.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0314
 KM0314. The following values were computed from the NAD 83(1994) position.
 KM0314
 KM0314;                    North         East     Units Scale Factor Converg.
 KM0314;SPC UT C     - 2,176,464.614   705,479.157   MT  0.99989942   +1 32 22.0
 KM0314;SPC UT C     - 7,140,617.65  2,314,559.53   sFT  0.99989942   +1 32 22.0
 KM0314;UTM  12      - 4,418,166.952   662,704.407   MT  0.99992591   +1 13 15.7
 KM0314
 KM0314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0314!SPC UT C     -   0.99968266  x   0.99989942  =   0.99958212
 KM0314!UTM  12      -   0.99968266  x   0.99992591  =   0.99960860
 KM0314
 KM0314:                Primary Azimuth Mark                     Grid Az
 KM0314:SPC UT C     -  CONE                                     288 20 26.9
 KM0314:UTM  12      -  CONE                                     288 39 33.2
 KM0314
 KM0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK6270418166(NAD 83)
 KM0314
 KM0314|---------------------------------------------------------------------|
 KM0314| PID    Reference Object                     Distance      Geod. Az  |
 KM0314|                                                           dddmmss.s |
 KM0314| KM0313 T10S R25E SECS 33 34 SC              19.532 METERS 00628     |
 KM0314| CM6457 GLO 5 RM 1                           31.114 METERS 05708     |
 KM0314| LN0651 CONE                                APPROX.67.2 KM 2895248.9 |
 KM0314| CM6458 GLO 5 RM 3 AZIMUTH                                 3100719.3 |
 KM0314|---------------------------------------------------------------------|
 KM0314
 KM0314                          SUPERSEDED SURVEY CONTROL
 KM0314
 KM0314  NAD 83(1993)-  39 53 52.69111(N)    109 05 48.41200(W) AD(       ) 2
 KM0314  NAD 83(1992)-  39 53 52.68014(N)    109 05 48.43263(W) AD(       ) 2
 KM0314  NAD 83(1986)-  39 53 52.67688(N)    109 05 48.42575(W) AD(       ) 2
 KM0314  NAD 27      -  39 53 52.78800(N)    109 05 46.01500(W) AD(       ) 2
 KM0314
 KM0314.Superseded values are not recommended for survey control.
 KM0314
 KM0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0314.See file dsdata.pdf to determine how the superseded data were derived.
 KM0314
 KM0314_MARKER: DD = SURVEY DISK
 KM0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0314
 KM0314  HISTORY     - Date     Condition        Report By
 KM0314  HISTORY     - 1926     MONUMENTED       USGLO
 KM0314  HISTORY     - 1937     GOOD             CGS
 KM0314
 KM0314                          STATION DESCRIPTION
 KM0314
 KM0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KM0314'ALL MARKS SAVE R.M. NO. 3 RECOVERED IN GOOD CONDITION.  R.M.
 KM0314'NO. 3 NOT SEARCHED FOR.  ALL DISTANCES ARE MEASURED HORIZONTAL
 KM0314'DISTANCES.
 KM0314'
 KM0314'THIS STATION IS ABOUT 3 MILES NORTHEAST OF WATSON ON A LOW
 KM0314'HILL 0.7 MILE NORTHEAST OF THE DRAGON-VERNAL HIGHWAY.  THE
 KM0314'STATION IS A STANDARD G.L.O. REFERENCE DISK (R.M. NO. 2)
 KM0314'SET IN A SQUARE BLOCK OF CONCRETE.
 KM0314'IT IS ON THE SOUTHWEST POINT OF THE HILL AND PROJECTS 4 INCHES.
 KM0314'
 KM0314'G.L.O. 5 IS NORTHEAST OF THE STATION ON THE NORTHEAST SLOPE
 KM0314'OF THE HILL.  IT IS 4 FEET LOWER THAN THE STATION MARK.  IT
 KM0314'IS A STANDARD G.L.O. STATION MARK SET IN A SQUARE BLOCK OF
 KM0314'CONCRETE.  IT IS STAMPED S.C., T 10 S,
 KM0314'R 25 E., S 33, S 34, 192.  R.M. NO. 1 IS EAST OF THE STATION.
 KM0314'IT IS A STANDARD BRONZE G.L.O. DISK SET IN CONCRETE.
 KM0314'IT IS 3 FEET HIGHER THAN THE STATION MARK AND
 KM0314'PROJECTS 4 INCHES.
 KM0314'
 KM0314'TO REACH FROM DRAGON, GO NORTH ON THE DRAGON-VERNAL HIGHWAY
 KM0314'5 MILES TO JUNCTION WITH THE DRAGON-RANGELY ROAD (DRAGON CUT-OFF).
 KM0314'CONTINUE NORTH ON THE DRAGON-VERNAL ROAD FOR 4.5 MILES TO A
 KM0314'POINT WHERE THE ROAD PASSES OVER THE TOP OF A SPUR AND SWINGS
 KM0314'TO THE LEFT.  THIS POINT IS ABOUT 0.8 MILES PAST A ROAD LEADING
 KM0314'WEST ALONG A DRY WASH.  FROM THE ROAD AT THE TOP OF THE SPUR,
 KM0314'TURN RIGHT AND FOLLOW TRACK ROAD NORTHEAST AND EAST 0.7 MILE
 KM0314'TO STATION.  STATION BEARS N 80 E FROM THE ROAD AT THE TOP OF
 KM0314'THE SPUR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0339 ***********************************************************************
 LP0339  DESIGNATION -  GOGGIN
 LP0339  PID         -  LP0339
 LP0339  STATE/COUNTY-  UT/SALT LAKE
 LP0339  COUNTRY     -  US
 LP0339  USGS QUAD   -  BAILEYS LAKE (2017)
 LP0339
 LP0339                         *CURRENT SURVEY CONTROL
 LP0339  ______________________________________________________________________
 LP0339* NAD 83(1986) POSITION- 40 48 46.     (N) 112 02 57.     (W)   SCALED
 LP0339* NAVD 88 ORTHO HEIGHT -  1286.9   (meters)     4222.    (feet) VERTCON3
 LP0339  ______________________________________________________________________
 LP0339  GEOID HEIGHT    -        -17.103 (meters)                     GEOID18
 LP0339
 LP0339.The horizontal coordinates were scaled from a map and have
 LP0339.an estimated accuracy of +/- 6 seconds.
 LP0339
 LP0339.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0339
 LP0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0339.GEOID18 height accuracy estimate available here.
 LP0339
 LP0339.Click photographs - Photos may exist for this station.
 LP0339
 LP0339;                    North         East    Units  Estimated Accuracy
 LP0339;SPC UT C     - 2,275,420.      453,660.      MT  (+/- 180 meters Scaled)
 LP0339
 LP0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL115185(NAD 83)
 LP0339
 LP0339                          SUPERSEDED SURVEY CONTROL
 LP0339
 LP0339  NAD 27      -  40 48 46.40755(N)    112 02 54.63441(W) AD(       ) 1
 LP0339  NGVD 29 (07/19/86) 1286.0    (m)         4219.     (f) VERT ANG       
 LP0339
 LP0339.Superseded values are not recommended for survey control.
 LP0339
 LP0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0339.See file dsdata.pdf to determine how the superseded data were derived.
 LP0339
 LP0339_MARKER: DS = TRIANGULATION STATION DISK
 LP0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0339_STAMPING: GOGGIN 1963
 LP0339_MARK LOGO: CGS
 LP0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0339+STABILITY: SURFACE MOTION
 LP0339
 LP0339  HISTORY     - Date     Condition        Report By
 LP0339  HISTORY     - 1963     MONUMENTED       CGS
 LP0339  HISTORY     - 1974     GOOD             NGS
 LP0339
 LP0339                          STATION DESCRIPTION
 LP0339
 LP0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 LP0339'THE STATION IS ABOUT 7-1/2 MILES NORTH-NORTHEAST OF THE TOWN OF MAGNA,
 LP0339'10-1/4 MILES SOUTHWEST OF BOUNTIFUL AND 9-1/4 MILES NORTHWEST OF SALT
 LP0339'LAKE CITY.
 LP0339'
 LP0339'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 68 AND U.S.
 LP0339'HIGHWAY 40 AT THE WEST EDGE OF SALT LAKE CITY, GO WEST ON HIGHWAY 40
 LP0339'FOR 5.1 MILES TO A PAVED SIDE ROAD ON THE RIGHT, ABOUT 100 YARDS EAST
 LP0339'OF A SMALL CONCRETE BRIDGE.  TURN RIGHT AND GO NORTH FOR 0.85 MILE TO
 LP0339'A T-JUNCTION.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.8 MILE
 LP0339'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR 1.55 MILE TO
 LP0339'A GATE.  PASS THROUGH THE GATE AND CONTINUE NORTH FOR 1.1 MILES TO A
 LP0339'GATE AT THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH FOR 0.5 MILE TO
 LP0339'THE STATION ON THE LEFT.
 LP0339'
 LP0339'THE STATION MARK IS A STANDARD DISK, STAMPED GOGGIN 1963, SET IN THE
 LP0339'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS 37.0
 LP0339'FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD AND 34.9 FEET NORTH
 LP0339'OF THE CENTERLINE OF AN EAST-WEST ROAD.
 LP0339'
 LP0339'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GOGGIN NO 1 1963, SET IN
 LP0339'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS
 LP0339'40.9 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD AND AT ABOUT
 LP0339'THE SAME ELEVATION AS THE STATION.
 LP0339'
 LP0339'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GOGGIN NO 2 1963, SET IN
 LP0339'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS
 LP0339'74.3 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 65.4 FEET
 LP0339'NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD AND AT ABOUT THE SAME
 LP0339'ELEVATION AS THE STATION.
 LP0339'
 LP0339'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GOGGIN 1963, SET IN THE
 LP0339'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS 20.1
 LP0339'FEET EAST OF THE CENTERLINE OF THE ROAD, 13.1 FEET EAST OF AN EAST
 LP0339'GATE POST AND 1.8 FEET NORTH OF A FENCE CORNER POST.
 LP0339
 LP0339                          STATION RECOVERY (1974)
 LP0339
 LP0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LP0339'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 LP0339'RECOVERED AND FOUND IN GOOD CONDITION.  HOWEVER A SHORTER DISTANCE OF
 LP0339'0.007 METER TO REFERENCE MARK 1 AND A SHORTER DISTANCE OF 0.010 METER
 LP0339'TO REFERENCE MARK 2 WAS NOTED AND VERIFIED.  A NEW DESCRIPTION
 LP0339'FOLLOWS.
 LP0339'
 LP0339'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF BOUNTIFUL, 9 MILES
 LP0339'NORTHWEST OF SALT LAKE CITY, 7.5 MILES NORTH-NORTHEAST OF MAGNA AND ON
 LP0339'PROPERTY OWNED BY MR. EDWARD L. GILLMOR, 3819 SOUTH 20 EAST, SALT LAKE
 LP0339'CITY.  HIS PHONE NUMBER IS 801-278-8621.
 LP0339'
 LP0339'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND 5600
 LP0339'WEST ABOUT 8 MILES WEST OF SALT LAKE CITY GO WEST ON U.S. HIGHWAY 40
 LP0339'FOR 0.4 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON
 LP0339'GRAVELED ROAD FOR 0.8 MILE TO A T-ROAD.  TURN LEFT AND GO WEST ON
 LP0339'GRAVELED ROAD FOR 0.8 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 LP0339'NORTH ON GRAVELED ROAD FOR 1.5 MILES TO A OPEN GATE AND AZIMUTH MARK
 LP0339'ON THE RIGHT.  PASS THROUGH THE OPEN GATE AND CONTINUE NORTH ON THE
 LP0339'GRAVELED ROAD FOR 0.5 MILE TO A FORK AND THE STATION.
 LP0339'
 LP0339'THE STATION MARK IS A STANDARD DISK STAMPED GOGGIN 1963, SET IN THE
 LP0339'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE
 LP0339'THE GROUND.  IT IS 52 FEET WEST OF A FENCE, 44 FEET NORTH OF CENTER OF
 LP0339'A ROAD AND 37 FEET WEST OF CENTER OF A ROAD.
 LP0339'
 LP0339'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GOGGIN NO 1 1963, SET IN
 LP0339'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 LP0339'ABOVE THE GROUND.  IT IS 40 FEET EAST OF CENTER OF THE ROAD AND 26
 LP0339'FEET EAST OF THE FENCE.
 LP0339'
 LP0339'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GOGGIN NO 2 1963, SET IN
 LP0339'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 LP0339'ABOVE THE GROUND.  IT IS 90 FEET WEST OF THE FENCE, 73 FEET WEST OF
 LP0339'CENTER OF THE ROAD AND 61 FEET NORTHEAST OF CENTER OF THE ROAD.
 LP0339'
 LP0339'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GOGGIN 1963, SET IN THE
 LP0339'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE
 LP0339'THE GROUND.  IT IS 21 FEET EAST OF CENTER OF THE GRAVELED ROAD, 13
 LP0339'FEET EAST OF A GATE POST, 1.6 FEET EAST OF A METAL WITNESS POST WITH
 LP0339'SIGN ATTACHED AND 1.5 FEET NORTH OF A FENCE CORNER POST.
 LP0339'
 LP0339'HEIGHT OF LIGHT ABOVE STATION MARK 72.7 FEET.
 LP0339'
 LP0339'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 7.5 MILES
 LP0339'NORTH-NORTHEAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AE9250 ***********************************************************************
 AE9250  DESIGNATION -  GOGGIN RESET
 AE9250  PID         -  AE9250
 AE9250  STATE/COUNTY-  UT/SALT LAKE
 AE9250  COUNTRY     -  US
 AE9250  USGS QUAD   -  BAILEYS LAKE (2017)
 AE9250
 AE9250                         *CURRENT SURVEY CONTROL
 AE9250  ______________________________________________________________________
 AE9250* NAD 83(1994) POSITION- 40 48 46.21932(N) 112 02 57.43251(W)   ADJUSTED
 AE9250* NAVD 88 ORTHO HEIGHT -  1286.9   (meters)     4222.    (feet) VERTCON3
 AE9250  ______________________________________________________________________
 AE9250  GEOID HEIGHT    -        -17.103 (meters)                     GEOID18
 AE9250  LAPLACE CORR    -          2.81  (seconds)                    DEFLEC18
 AE9250  HORZ ORDER      -  FIRST
 AE9250
 AE9250.The horizontal coordinates were established by classical geodetic methods
 AE9250.and adjusted by the National Geodetic Survey in November 1997.
 AE9250
 AE9250.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE9250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE9250
 AE9250.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9250.GEOID18 height accuracy estimate available here.
 AE9250
 AE9250.Click photographs - Photos may exist for this station.
 AE9250
 AE9250.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE9250
 AE9250. The following values were computed from the NAD 83(1994) position.
 AE9250
 AE9250;                    North         East     Units Scale Factor Converg.
 AE9250;SPC UT C     - 2,275,429.371   453,653.397   MT  1.00004459   -0 21 06.7
 AE9250;SPC UT C     - 7,465,304.53  1,488,361.19   sFT  1.00004459   -0 21 06.7
 AE9250;UTM  12      - 4,518,510.383   411,503.489   MT  0.99969639   -0 41 09.1
 AE9250
 AE9250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9250!SPC UT C     -   0.99980085  x   1.00004459  =   0.99984543
 AE9250!UTM  12      -   0.99980085  x   0.99969639  =   0.99949730
 AE9250
 AE9250:                Primary Azimuth Mark                     Grid Az
 AE9250:SPC UT C     -  GOGGIN AZ MK                             185 00 34.6
 AE9250:UTM  12      -  GOGGIN AZ MK                             185 20 37.0
 AE9250
 AE9250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1150318510(NAD 83)
 AE9250
 AE9250|---------------------------------------------------------------------|
 AE9250| PID    Reference Object                     Distance      Geod. Az  |
 AE9250|                                                           dddmmss.s |
 AE9250| LO1024 VORTAC SALT LAKE CITY SLC           APPROX. 7.0 KM 0534813.7 |
 AE9250| AE9252 GOGGIN RM 1                          27.495 METERS 06950     |
 AE9250| LO1007 RNG SALT LAKE CITY RADIO SC         APPROX. 7.6 KM 0761852.1 |
 AE9250| AE9253 GOGGIN AZ MK                                       1843927.9 |
 AE9250| LP0338 SALTAIR RADIO STA KSL TALL MST      APPROX. 5.4 KM 2280816.6 |
 AE9250| AE9251 GOGGIN RM 2                          21.577 METERS 34035     |
 AE9250|---------------------------------------------------------------------|
 AE9250
 AE9250                          SUPERSEDED SURVEY CONTROL
 AE9250
 AE9250  NAD 83(1993)-  40 48 46.21771(N)    112 02 57.43260(W) AD(       ) 1
 AE9250  NAD 83(1986)-  40 48 46.20874(N)    112 02 57.42362(W) AD(       ) 1
 AE9250  NGVD 29 (07/19/86) 1286.0    (m)         4219.     (f) VERT ANG       
 AE9250
 AE9250.Superseded values are not recommended for survey control.
 AE9250
 AE9250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9250.See file dsdata.pdf to determine how the superseded data were derived.
 AE9250
 AE9250_MARKER: DS = TRIANGULATION STATION DISK
 AE9250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9250_STAMPING: GOGGIN 1963 1985
 AE9250_MARK LOGO: NGS
 AE9250_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE9250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9250+STABILITY: SURFACE MOTION
 AE9250
 AE9250  HISTORY     - Date     Condition        Report By
 AE9250  HISTORY     - 1985     MONUMENTED       NGS
 AE9250
 AE9250                          STATION DESCRIPTION
 AE9250
 AE9250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (JCC)
 AE9250'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT.  REFERENCE MARK 1 AND 2
 AE9250'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.THE STATION MARK
 AE9250'WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK MISSING.  THE
 AE9250'UNDERGROUND DISK WAS FOUND IN GOOD CONDITION.  A NEW STATION MARK WAS
 AE9250'SET AND THE AZIMUTH MARK WAS POSITIONED.  ANGLES AND DISTANCES CHECKED
 AE9250'EXCEPT FOR THE KSL RADIO MAST WHICH WAS 18 SECONDS LESS THAN THE 1974
 AE9250'OBSERVATION USING THE 1962 DESCRIPTION, USING THE LIGHT WHICH IS
 AE9250'OFFFSET AND USED IN THE 1973 OBSERVATIONS.  THE STATION IS LOCATED
 AE9250'ABOUT 10.25 MI (16.50 KM) SOUTHWEST OF BOUNTIFUL, 9.25 MI (14.89 KM)
 AE9250'NORTHWEST OF SALT LAKE CITY, AND 7.5 MI (12.1 KM) NORTH-NORTHEAST OF
 AE9250'THE TOWN OF MAGNA.  OWNERSHIP MR EDWARD L GILLMOR, 3819 SOUTH 20 EAST,
 AE9250'SALT LAKE CITY.  TO REACH THE STATION FROM
 AE9250'THE OVERPASS AT INTERSTATE 80 AND 56 WEST, WEST OF THE INTERNATIONAL
 AE9250'AIRPORT, GO NORTH ON 5600 WEST FOR 1.4 KM (0.85 MI) TO 700 NORTH AND A
 AE9250'T-INTERSECTION.  TURN LEFT, WEST, ON DIRT ROAD FOR 2.0 KM (1.25 MI) TO
 AE9250'A DIRT SIDE ROAD RIGHT.  TURN RIGHT, NORTH, ON THE DIRT ROAD FOR 0.8
 AE9250'KM (0.50 MI) TO A JOG LEFT IN THE ROAD.  BEAR LEFT, WEST FOR 0.1 KM
 AE9250'(0.05 MI) TO A JOG RIGHT.  BEAR RIGHT, NORTH, FOR 1.3 KM (0.80 MI) TO
 AE9250'GOGGIN DITCH AND A BRIDGE. CONTINUE AHEAD 0.3 KM (0.20 MI) TO AN OLD
 AE9250'BUS, GATE, AND THE AZIMUTH MARK ON THE RIGHT.  PASS THROUGH THE GATE
 AE9250'AND CONTINUE NORTH FOR 0.8 KM (0.50 MI) TO THE Y-INTERSECTION AND THE
 AE9250'STATION.  THE STATION IS AN NGS DISK.  IT IS STAMPED GOGGIN 1963 1985.
 AE9250'THE STATION IS LOCATED 15.9 METERS (52.2 FT) WEST FROM A WIRE FENCE.
 AE9250'11.0 METERS (36.1 FT) WEST FROM A GRAVEL NORTH-SOUTH ROAD.  10.1
 AE9250'METERS (33.1 FT) NORTHEAST FROM A GRAVEL NORTHWEST-SOUTHEAST ROAD.
 AE9250'1.5 METERS (4.9 FT) NORTH FROM A WITNESS POST.  1.4 METERS (4.6 FT)
 AE9250'WEST FROM A WITNESS POST.
 AE9250'
 AE9250'REFERENCE MARK NO 1
 AE9250'THE STATION IS A REFERENCE MARK DISK.  SET INTO THE TOP OF A SQUARE
 AE9250'CONCRETE MONUMENT 30 CM 12 INCHES PROJECTING 8 CM 3 INCHES ABOVE THE
 AE9250'GROUND.  REFERENCE NO 1 IS A STANDARD CGS DISK, STAMPED GOGGIN NO 1
 AE9250'1963.  THE STATION IS LOCATED 39.3 METERS (128.9 FT) NORTHEAST FROM A
 AE9250'Y-INTERSECTION.  12.2 METERS (40.0 FT) EAST FROM A NORTH-SOUTH ROAD.
 AE9250'7.6 METERS (24.9 FT) EAST FROM A WIRE FENCE.  AND LEVEL WITH THE
 AE9250'STATION.
 AE9250'
 AE9250'REFERENCE MARK NO 2
 AE9250'THE STATION IS A REFERENCE MARK DISK.  SET INTO THE TOP OF A SQUARE
 AE9250'CONCRETE MONUMENT 30 CM 12 INCHES ON SIDE.  PROJECTING 8 CM 3 INCHES
 AE9250'ABOVE THE GROUND.  REFERENCE MARK 2 IS A STANDARD CGS DISK, STAMPED
 AE9250'GOGGIN NO 2 1963.  THE STATION IS LOCATED 27.1 METERS (88.9 FT) WEST
 AE9250'FROM A WIRE FENCE.  22.3 METERS (73.2 FT) WEST FROM A NORTH-SOUTH
 AE9250'ROAD.  18.6 METERS (61.0 FT) NORTHEAST FROM A NORTHWEST-SOUTHEAST
 AE9250'ROAD.  22.6 METERS (74.1 FT) NORTHWEST FROM A WITNESS POST.  AND LEVEL
 AE9250'WITH THE STATION.
 AE9250'
 AE9250'AZIMUTH MARK NO 1
 AE9250'THE STATION IS AN AZIMUTH MARK DISK.  SET INTO THE TOP OF A SQUARE
 AE9250'CONCRETE MONUMENT, 30 CM (12-IN) ON A SIDE, PROJECTING 15 CM
 AE9250'(6-INCHES) ABOVE THE GROUND.  TO REACH THE AZIMUTH MARK FROM THE
 AE9250'OVERPASS AT INTERSTATE 80 AND 5600 WEST, WEST OF THE INTERNATIONAL
 AE9250'AIRPORT, GO NORTH ON 5600 WEST FOR 1.4 KM (0.85 MI) TO 700 NORTH AND A
 AE9250'T-INTERSECTION.  TURN LEFT, WEST, ON DIRT ROAD FOR 2.0 KM (1.25 MI) TO
 AE9250'A DIRT SIDE ROAD RIGHT.  TURN RIGHT, NORTH, ON THE DIRT ROAD FOR 0.8
 AE9250'KM (0.50 MI) TO A JOG LEFT IN THE ROAD.  BEAR LEFT, WEST, FOR 0.1 KM
 AE9250'(0.05 MI) TO A JOG RIGHT BEAR RIGHT, NORTH, FOR 1.3 KM (0.80 MI) TO
 AE9250'GOGGIN DITCH AND A BRIDGE.  CONTINUE AHEAD 0.3 KM (0.20 MI) TO AN OLD
 AE9250'BUS, GATE, AND THE AZIMUTH MARK ON THE RIGHT.  AZIMUTH MARK NO 1 IS A
 AE9250'STANDARED CGS DISK, STAMPED GOGGIN 1963.  LOCATED 6.4 M (21.0 FT) EAST
 AE9250'FROM THE CENTER OF A NORTH-SOUTH DIRT ROAD, 4.0 M (13.1 FT) EAST FROM
 AE9250'A GATE POST, 0.5 M (1.6 FT) EAST FROM A METAL WITNESS POST, 0.5 M
 AE9250'(1.6 FT) NORTH FROM A FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0745 ***********************************************************************
 MS0745  DESIGNATION -  GOLDEN ET
 MS0745  PID         -  MS0745
 MS0745  STATE/COUNTY-  UT/BOX ELDER
 MS0745  COUNTRY     -  US
 MS0745  USGS QUAD   -  SUNSET PASS (2017)
 MS0745
 MS0745                         *CURRENT SURVEY CONTROL
 MS0745  ______________________________________________________________________
 MS0745* NAD 83(1994) POSITION- 41 40 02.99430(N) 112 36 04.12948(W)   ADJUSTED
 MS0745* NAVD 88 ORTHO HEIGHT -  1942.1   (meters)     6372.    (feet) VERTCON3
 MS0745  ______________________________________________________________________
 MS0745  GEOID HEIGHT    -        -15.579 (meters)                     GEOID18
 MS0745  LAPLACE CORR    -          4.74  (seconds)                    DEFLEC18
 MS0745  HORZ ORDER      -  SECOND
 MS0745
 MS0745.The horizontal coordinates were established by classical geodetic methods
 MS0745.and adjusted by the National Geodetic Survey in November 1997.
 MS0745
 MS0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0745
 MS0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0745.GEOID18 height accuracy estimate available here.
 MS0745
 MS0745.Click photographs - Photos may exist for this station.
 MS0745
 MS0745.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0745
 MS0745. The following values were computed from the NAD 83(1994) position.
 MS0745
 MS0745;                    North         East     Units Scale Factor Converg.
 MS0745;SPC UT N     - 1,148,743.618   408,299.725   MT  0.99998325   -0 43 33.8
 MS0745;SPC UT N     - 3,768,836.35  1,339,563.35   sFT  0.99998325   -0 43 33.8
 MS0745;UTM  12      - 4,614,098.375   366,706.690   MT  0.99981864   -1 03 52.6
 MS0745
 MS0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0745!SPC UT N     -   0.99969793  x   0.99998325  =   0.99968118
 MS0745!UTM  12      -   0.99969793  x   0.99981864  =   0.99951662
 MS0745
 MS0745:                Primary Azimuth Mark                     Grid Az
 MS0745:SPC UT N     -  HOWELL ET                                019 17 51.1
 MS0745:UTM  12      -  HOWELL ET                                019 38 09.9
 MS0745
 MS0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM6670614098(NAD 83)
 MS0745
 MS0745|---------------------------------------------------------------------|
 MS0745| PID    Reference Object                     Distance      Geod. Az  |
 MS0745|                                                           dddmmss.s |
 MS0745| MS0741 HOWELL ET                           APPROX.14.8 KM 0183417.3 |
 MS0745| CM4753 GOLDEN RM 3                           6.138 METERS 10603     |
 MS0745| CM5627 GOLDEN RM 1                           6.122 METERS 11244     |
 MS0745| CM4754 GOLDEN RM 4                          16.631 METERS 19757     |
 MS0745| CM4752 GOLDEN RM 2                           8.621 METERS 34436     |
 MS0745|---------------------------------------------------------------------|
 MS0745
 MS0745                          SUPERSEDED SURVEY CONTROL
 MS0745
 MS0745  NAD 83(1993)-  41 40 02.99260(N)    112 36 04.12058(W) AD(       ) 2
 MS0745  NAD 83(1986)-  41 40 02.98616(N)    112 36 04.11117(W) AD(       ) 2
 MS0745  NAD 27      -  41 40 03.25563(N)    112 36 01.21122(W) AD(       ) 2
 MS0745  NGVD 29 (07/19/86) 1941.0    (m)         6368.     (f) VERT ANG       
 MS0745
 MS0745.Superseded values are not recommended for survey control.
 MS0745
 MS0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0745.See file dsdata.pdf to determine how the superseded data were derived.
 MS0745
 MS0745_MARKER: DD = SURVEY DISK
 MS0745_SETTING: 80 = SET IN A BOULDER
 MS0745_STAMPING: GOLDEN ET 1966
 MS0745_MARK LOGO: USGS
 MS0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0745+STABILITY: SURFACE MOTION
 MS0745
 MS0745  HISTORY     - Date     Condition        Report By
 MS0745  HISTORY     - 1966     MONUMENTED       USGS
 MS0745
 MS0745                          STATION DESCRIPTION
 MS0745
 MS0745'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (RDM)
 MS0745'LOCATED ABOUT 32 MI. (AIRLINE) NW. OF BRIGHAM CITY.  ABOUT 21.5
 MS0745'MI. SE. OF SNOWVILLE.  ABOUT 4 MI. NW. OF THE GOLDEN SPIKE
 MS0745'MONUMENT.  ON THE SUMMIT OF THE WESTERN TOP OF TWO TOPS IN
 MS0745'THE NORTH PROMONTORY MOUNTAINS.  IN THE APPROXIMATE CENTER
 MS0745'OF SECTION 24, T. 11 N., R. 7 W.
 MS0745'
 MS0745'TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAYS 30S, 191 AND UTAH
 MS0745'STATE 83 IN CORINNE, DRIVE W. ON STATE 83, FOR 17.1 MI. TO
 MS0745'RD. INTERSECTION.  TURN LEFT (W.) FOR 2 MI. TO Y-RD..  TAKE
 MS0745'RIGHT FORK (LEFT FORK TO PROMONTORY POINT) FOR 4.55 MI. TO RD.
 MS0745'INTERSECTION.  TAKE RIGHT FORK N. 3.3 MI. AND JEEP TRACK LEFT.
 MS0745'TURN LEFT ONTO JEEP TRAIL AND CONTINUE UP DRAW AND ONTO RIDGE
 MS0745'FOR 1.4 MI. TO WIRE GATE.  PASS THROUGH GATE AND TURN SHARP
 MS0745'LEFT AND CONTINUE FOR 0.6 MI. TO JEEP TRAIL FORKS ON E.-W.
 MS0745'RIDGE.  TURN RIGHT (W.) ONTO RIDGE AND CONTINUE FOR 0.4 MI.
 MS0745'INTO SADDLE ON BACKBONE OF MOUNTAINS.  FROM THIS POINT
 MS0745'STATION IS VISIBLE TO THE SW..  CONTINUE S. AND W. ALONG MAIN
 MS0745'RIDGE FOR 0.3 MI. TO HIGHEST POINT OF TOP AND STATION.  A
 MS0745'4-WHEEL DRIVE REQUIRED.
 MS0745'
 MS0745'STATION MARK--A STANDARD TABLET STAMPED GOLDEN ET 1966 SET IN
 MS0745'A SLIGHTLY SLOPING NATURALLY EMBEDDED BOULDER 0.3 FT. BELOW
 MS0745'NATURAL SURFACE.
 MS0745'
 MS0745'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER STAMPED 1 CEMENTED
 MS0745'IN A NATURALLY EMBEDDED BOULDER.
 MS0745'
 MS0745'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER STAMPED 2 SET
 MS0745'IN THE S. FACE OF A JUNIPER TREE.
 MS0745'
 MS0745'REFERENCE MARK NO. 3--A STANDARD USGS REFERENCE MARK TABLET
 MS0745'STAMPED NO 3 1968 SET IN THE ROCK OUTCROP.
 MS0745'
 MS0745'REFERENCE MARK NO. 4--A STANDARD USGS REFERENCE MARK TABLET
 MS0745'STAMPED NO 4 1968 SET IN THE ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0445 ***********************************************************************
 KN0445  DESIGNATION -  GOSHEN
 KN0445  PID         -  KN0445
 KN0445  STATE/COUNTY-  UT/UTAH
 KN0445  COUNTRY     -  US
 KN0445  USGS QUAD   -  SANTAQUIN (2017)
 KN0445
 KN0445                         *CURRENT SURVEY CONTROL
 KN0445  ______________________________________________________________________
 KN0445* NAD 83(1994) POSITION- 39 54 55.38079(N) 111 51 30.79734(W)   ADJUSTED
 KN0445* NAVD 88 ORTHO HEIGHT -  1822.8   (meters)     5980.    (feet) VERTCON3
 KN0445  ______________________________________________________________________
 KN0445  GEOID HEIGHT    -        -17.474 (meters)                     GEOID18
 KN0445  LAPLACE CORR    -          8.38  (seconds)                    DEFLEC18
 KN0445  HORZ ORDER      -  THIRD
 KN0445
 KN0445.The horizontal coordinates were established by classical geodetic methods
 KN0445.and adjusted by the National Geodetic Survey in November 1997.
 KN0445
 KN0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0445
 KN0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0445.GEOID18 height accuracy estimate available here.
 KN0445
 KN0445.Click photographs - Photos may exist for this station.
 KN0445
 KN0445.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0445
 KN0445. The following values were computed from the NAD 83(1994) position.
 KN0445
 KN0445;                    North         East     Units Scale Factor Converg.
 KN0445;SPC UT C     - 2,175,698.423   469,347.015   MT  0.99989980   -0 13 46.9
 KN0445;SPC UT C     - 7,138,103.91  1,539,849.33   sFT  0.99989980   -0 13 46.9
 KN0445;UTM  12      - 4,418,718.462   426,623.149   MT  0.99966628   -0 33 03.3
 KN0445
 KN0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0445!SPC UT C     -   0.99971686  x   0.99989980  =   0.99961669
 KN0445!UTM  12      -   0.99971686  x   0.99966628  =   0.99938324
 KN0445
 KN0445:                Primary Azimuth Mark                     Grid Az
 KN0445:SPC UT C     -  GOSHEN AZ MK 2                           120 28 21.6
 KN0445:UTM  12      -  GOSHEN AZ MK 2                           120 47 38.0
 KN0445
 KN0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK2662318718(NAD 83)
 KN0445
 KN0445|---------------------------------------------------------------------|
 KN0445| PID    Reference Object                     Distance      Geod. Az  |
 KN0445|                                                           dddmmss.s |
 KN0445| CM4757 GOSHEN RM 1                           9.372 METERS 10620     |
 KN0445| CM4756 GOSHEN AZ MK 2                                     1201434.7 |
 KN0445| CM4755 GOSHEN AZ MK                                       1283309.9 |
 KN0445| CM4758 GOSHEN RM 2                           7.758 METERS 19222     |
 KN0445| CM4759 GOSHEN RM 3                           4.699 METERS 26922     |
 KN0445|---------------------------------------------------------------------|
 KN0445
 KN0445                          SUPERSEDED SURVEY CONTROL
 KN0445
 KN0445  NAD 83(1993)-  39 54 55.38057(N)    111 51 30.79733(W) AD(       ) 3
 KN0445  NAD 83(1986)-  39 54 55.36763(N)    111 51 30.78984(W) AD(       ) 3
 KN0445  NAD 27      -  39 54 55.53500(N)    111 51 28.01300(W) AD(       ) 3
 KN0445  NGVD 29 (07/19/86) 1821.7    (m)         5977.     (f) VERT ANG       
 KN0445
 KN0445.Superseded values are not recommended for survey control.
 KN0445
 KN0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0445.See file dsdata.pdf to determine how the superseded data were derived.
 KN0445
 KN0445_MARKER: DS = TRIANGULATION STATION DISK
 KN0445_SETTING: 80 = SET IN A BOULDER
 KN0445_STAMPING: GOSHEN 1947
 KN0445_MARK LOGO: CGS
 KN0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0445+STABILITY: SURFACE MOTION
 KN0445
 KN0445  HISTORY     - Date     Condition        Report By
 KN0445  HISTORY     - 1947     MONUMENTED       CGS
 KN0445  HISTORY     - 1971     GOOD             NGS
 KN0445  HISTORY     - 1971     GOOD             USGS
 KN0445
 KN0445                          STATION DESCRIPTION
 KN0445
 KN0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KN0445'STATION IS LOCATED ON SUMMIT OF HIGHEST ONE OF A GROUP OF
 KN0445'HILLS, AT THE NORTH END OF MONA LAKE, AND ON THE NORTHEAST
 KN0445'SIDE OF GOSHEN CANYON.  THE HILL IS ROCKY AND COVERED WITH
 KN0445'BRUSH.  STATION IS APPROXIMATELY 6.5 MILES AIR LINE SOUTHWEST
 KN0445'OF SANTAQUIN, 3.5 MILES AIR LINE SOUTHEAST OF GOSHEN, 4 PACES
 KN0445'NORTH OF A WHITE WITNESS POST, SET FLUSH WITH GROUND, AND
 KN0445'STAMPED--GOSHEN 1947.
 KN0445'
 KN0445'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN STATION,
 KN0445'SET FLUSH WITH GROUND, AND STAMPED--GOSHEN NO 1 1947.
 KN0445'
 KN0445'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN STATION,
 KN0445'SET FLUSH WITH GROUND, AND STAMPED--GOSHEN NO 2 1947.
 KN0445'
 KN0445'AZIMUTH MARK IS 15 PACES EAST OF CENTER LINE OF HIGHWAY,
 KN0445'3 PACES WEST OF FENCE LINE, SET FLUSH WITH GROUND, AND
 KN0445'STAMPED--GOSHEN 1947.
 KN0445'
 KN0445'TO REACH FROM SANTAQUIN AT JUNCTION OF HIGHWAYS 6 AND 91,
 KN0445'GO SOUTH ON U.S. HIGHWAY 91 FOR 4.6 MILES TO A CROSSROAD,
 KN0445'ABOUT 0.3 MILE AFTER PASSING A BRICK FARM HOUSE ON LEFT.
 KN0445'(AZIMUTH MARK IS REACHED AT THIS POINT BY CONTINUING ON HIGHWAY
 KN0445'FOR 1.4 MILE TO MARK ON LEFT AS DESCRIBED ABOVE) TURN RIGHT
 KN0445'ON TRACK ROAD AND GO 0.2 MILE TO FORKS, JUST AFTER CROSSING
 KN0445'RAILROAD TRACKS.  TURN LEFT AND FOLLOW ROAD ALONG RAILROAD
 KN0445'TRACKS FOR 1.0 MILE TO GATE.  PASS THROUGH GATE, LEAVEING
 KN0445'RAILROAD TRACKS, AND GO 1.1 MILE TO A MINE AT BASE OF STEEP SLOPE
 KN0445'AND END OF ROAD, THIS IS ALSO END OF TRUCK TRAVEL FOR TWO WHEEL
 KN0445'DRIVE.  WITH FOUR WHEEL DRIVE TRUCK, CONTINUE WEST UP STEEP
 KN0445'SLOPE, THEN LEFT ALONG RIDGE TO THE SOUTHWEST FOR 0.8
 KN0445'MILE TO STATION AS DESCRIBED ABOVE.  A DRIVE STATION
 KN0445'WITH A FOUR WHEEL DRIVE TRUCK.
 KN0445
 KN0445                          STATION RECOVERY (1971)
 KN0445
 KN0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KN0445'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 KN0445'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK COULD NOT BE
 KN0445'RECOVERED AND THE MEASUREMENTS TO THE MARK PLACE IT IN A
 KN0445'GRADER DITCH.  A NEW AZIMUTH MARK AND REFERENCE MARK 3 WERE
 KN0445'ESTABLISHED AT THIS TIME.
 KN0445'
 KN0445'THE STATION MARK IS A STANDARD DISK STAMPED, GOSHEN 1947.
 KN0445'IT IS SET IN A DRILL HOLE ON TOP OF THE HILL IN A BOULDER
 KN0445'WHICH IS SLIGHTLY BELOW FLUSH.  A RING OF SMALL BOULDERS
 KN0445'WAS PLACED AROUND THE MARK FOR EASY RECOVERY.
 KN0445'
 KN0445'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, GOSHEN NO 1 1947.
 KN0445'IT IS SET IN A DRILL HOLE IN AN OUTCROP WHICH IS ABOUT 2 FEET
 KN0445'LOWER THAN THE STATION.
 KN0445'
 KN0445'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, GOSHEN NO 2 1947.
 KN0445'IT IS SET IN A DRILL HOLE IN AN OUTCROP WHICH IS FLUSH.  THE
 KN0445'MARK WAS FOUND SLIGHTLY BURIED AT THIS TIME AND A RING OF
 KN0445'SMALL BOULDERS WAS PLACED AROUND THE MARK FOR EASY RECOVERY.
 KN0445'
 KN0445'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, GOSHEN 1947 NO
 KN0445'3 1971.  IT IS SET IN A DRILL HOLE IN A LARGE OUTCROP WHICH
 KN0445'PROJECTS 4 INCHES.  THE MARK IS ABOUT 1 FOOT LOWER THAN THE
 KN0445'STATION, SET IN AN AREA WHICH IS FREE OF BRUSH AND THE ONLY
 KN0445'MARK EASY TO RECOVERY.
 KN0445'
 KN0445'AZIMUTH MARK 1971, IS A STANDARD DISK STAMPED, GOSHEN 1947
 KN0445'1971.  IT IS SET IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT
 KN0445'4X6 FEET AND PROJECTS ABOUT 2 FEET.  THE MARK IS ABOUT 0.1
 KN0445'MILE EAST OF AN OLD MILE DUMP, 0.15 MILE WEST OF A CIRCLE OF
 KN0445'SMALL TREES AND ABOUT 100 FEET NORTH OF THE TRACK ROAD.  IT
 KN0445'IS ON THE SLOPE OF A HILL IN AN AREA COVERED WITH HAVY SAGE
 KN0445'BRUSH.
 KN0445'
 KN0445'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 6,
 KN0445'50 AND 91 IN SANTAQUIN, GO SOUTH ALONG U.S. HIGHWAY 91 FOR
 KN0445'4.6 MILES TO A BRICK HOUSE ON THE LEFT, CONTINUE AHEAD FOR
 KN0445'0.3 MILE TO A SIDE ROAD RIGHT.  (TO REACH THE AZIMUTH MARK
 KN0445'FROM THIS POINT CONTINUE SOUTH ALONG U.S. 91 FOR 1.1 MILES
 KN0445'TO A FARM ROAD LEFT.  TURN LEFT AND GO EAST ALONG THE ROAD
 KN0445'FOR 0.4 MILE TO THE MARK ON THE LEFT.) TURN RIGHT FOR 0.2
 KN0445'MILE TO A FORK JUST AFTER CROSSING THE RAILROAD.  TURN LEFT
 KN0445'AND GO SOUTH ALONG THE TRACK ROAD FOR 1.0 MILE TO A GATE ON
 KN0445'THE RIGHT.  PASS THROUGH THE GATE AND FOLLOW THE TRACK ROAD
 KN0445'FOR 1.1 MILE TO AN OLD MINE DUMP AT THE BASE OF A VERY
 KN0445'STEEP HILL.  A 2-WHEEL DRIVE TRUCK SHOULD NOT BE DRIVEN
 KN0445'BEYOND THIS POINT.  A 4-WHEEL DRIVE CAN CONTINUE AHEAD TO A
 KN0445'FORK AT THE TOP OF THE RIDGE AND TAKE THE LEFT FORK TO THE
 KN0445'HIGHEST POINT AND STATION.
 KN0445'
 KN0445'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KN0445'
 KN0445'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 KN0445'SOUTHEAST OF GOSHEN
 KN0445
 KN0445                          STATION RECOVERY (1971)
 KN0445
 KN0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KN0445'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0873 ***********************************************************************
 HN0873  DESIGNATION -  GOULDING
 HN0873  PID         -  HN0873
 HN0873  STATE/COUNTY-  UT/SAN JUAN
 HN0873  COUNTRY     -  US
 HN0873  USGS QUAD   -  GOULDING (2017)
 HN0873
 HN0873                         *CURRENT SURVEY CONTROL
 HN0873  ______________________________________________________________________
 HN0873* NAD 83(1994) POSITION- 37 00 41.19000(N) 110 12 40.74434(W)   ADJUSTED
 HN0873* NAVD 88 ORTHO HEIGHT -  1811.5   (meters)     5943.    (feet) VERTCON3
 HN0873  ______________________________________________________________________
 HN0873  GEOID HEIGHT    -        -20.960 (meters)                     GEOID18
 HN0873  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 HN0873  HORZ ORDER      -  FIRST
 HN0873
 HN0873.The horizontal coordinates were established by classical geodetic methods
 HN0873.and adjusted by the National Geodetic Survey in November 1997.
 HN0873
 HN0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0873
 HN0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0873.GEOID18 height accuracy estimate available here.
 HN0873
 HN0873.Click photographs - Photos may exist for this station.
 HN0873
 HN0873.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0873
 HN0873. The following values were computed from the NAD 83(1994) position.
 HN0873
 HN0873;                    North         East     Units Scale Factor Converg.
 HN0873;SPC UT S     - 3,039,054.893   614,691.693   MT  1.00004152   +0 47 22.4
 HN0873;SPC UT S     - 9,970,632.59  2,016,701.00   sFT  1.00004152   +0 47 22.4
 HN0873;UTM  12      - 4,096,432.341   570,163.934   MT  0.99966065   +0 28 29.2
 HN0873
 HN0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0873!SPC UT S     -   0.99971908  x   1.00004152  =   0.99976059
 HN0873!UTM  12      -   0.99971908  x   0.99966065  =   0.99937983
 HN0873
 HN0873:                Primary Azimuth Mark                     Grid Az
 HN0873:SPC UT S     -  GOULDING AZ MK                           233 47 53.9
 HN0873:UTM  12      -  GOULDING AZ MK                           234 06 47.1
 HN0873
 HN0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF7016396432(NAD 83)
 HN0873
 HN0873|---------------------------------------------------------------------|
 HN0873| PID    Reference Object                     Distance      Geod. Az  |
 HN0873|                                                           dddmmss.s |
 HN0873| CM6475 GOULDING RM 1                         6.241 METERS 11024     |
 HN0873| GP0629 AGATHLA PEAK CAIRN                  APPROX.20.6 KM 1832741.5 |
 HN0873| GP0630 OWL ROCK PEAK                       APPROX.21.5 KM 1890942.1 |
 HN0873| CM6476 GOULDING RM 2                         4.170 METERS 20449     |
 HN0873| CM6474 GOULDING AZ MK                                     2343516.3 |
 HN0873|---------------------------------------------------------------------|
 HN0873
 HN0873                          SUPERSEDED SURVEY CONTROL
 HN0873
 HN0873  NAD 83(1992)-  37 00 41.18744(N)    110 12 40.74560(W) AD(       ) 1
 HN0873  NAD 83(1986)-  37 00 41.18739(N)    110 12 40.74476(W) AD(       ) 1
 HN0873  NAD 27      -  37 00 41.18100(N)    110 12 38.27400(W) AD(       ) 1
 HN0873  NGVD 29 (07/19/86) 1810.6    (m)         5940.     (f) VERT ANG       
 HN0873
 HN0873.Superseded values are not recommended for survey control.
 HN0873
 HN0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0873.See file dsdata.pdf to determine how the superseded data were derived.
 HN0873
 HN0873_MARKER: DS = TRIANGULATION STATION DISK
 HN0873_SETTING: 66 = SET IN ROCK OUTCROP
 HN0873_STAMPING: GOULDING 1951
 HN0873_MARK LOGO: CGS
 HN0873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0873+STABILITY: POSITION/ELEVATION WELL
 HN0873
 HN0873  HISTORY     - Date     Condition        Report By
 HN0873  HISTORY     - 1951     MONUMENTED       CGS
 HN0873  HISTORY     - 1970     GOOD             USGS
 HN0873
 HN0873                          STATION DESCRIPTION
 HN0873
 HN0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 HN0873'THE STATION IS LOCATED ON THE HIGHEST POINT OF GOULDINGS MESA,
 HN0873'A HIGH ROUND CAP THAT IS ON THE NORTH RIM OF THE MESA.  IT IS
 HN0873'ABOUT 3/4 MILE WEST OF GOULDINGS TRADING POST AND LODGE, ABOUT
 HN0873'18 MILES AIRLINE NORTH OF KAYENTA, ABOUT 23 MILES AIRLINE
 HN0873'WEST-NORTHWEST OF DINNEHOTSO, AND ABOUT 23 MILES SOUTHWEST
 HN0873'OF MEXICAN HAT.
 HN0873'
 HN0873'THE STATION IS 6 FEET SOUTH OF A 40-FOOT CLIFF.  IT IS A
 HN0873'STANDARD DISK SET IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2
 HN0873'INCHES.  THE DISK IS STAMPED--GOULDING 1951.
 HN0873'
 HN0873'REFERENCE MARK NUMBER ONE IS 4 FEET SOUTH OF THE CLIFF AND ABOUT
 HN0873'1-1/2 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK SET
 HN0873'IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2 INCHES.  THE DISK
 HN0873'IS STAMPED--GOULDING NO 1 1951.
 HN0873'
 HN0873'REFERENCE MARK NUMBER TWO IS 4 FEET NORTH OF A 7-FOOT CLIFF,
 HN0873'AND 2-1/2 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK
 HN0873'SET IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2 FEET.  THE DISK
 HN0873'IS STAMPED--GOULDING NO 2 1951.
 HN0873'
 HN0873'THE AZIMUTH MARK IS 75 YARDS EAST OF A CONCRETE DAM AND ON A
 HN0873'SMALL BEDROCK KNOLL THAT PROJECTS 15 FEET ABOVE THE ROAD THAT RUNS
 HN0873'BETWEEN TWO ROCK KNOLLS, AND 4 FEET SOUTHWEST OF A 2-FOOT CAIRN.
 HN0873'IT IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK ON THE
 HN0873'HIGHEST POINT OF THE OUTCROP.  THE DISK IS STAMPED--GOULDING
 HN0873'1951.  TO REACH THE MARK FROM THE STATION PACK WEST FOR 1/4
 HN0873'MILE TO A ROCK SLIDE.  GO DOWN THE ROCK SLIDE AND THEN GO
 HN0873'SOUTH ACROSS THE SAND FOR ABOUT 1 MILE TO THE LARGE ROCK
 HN0873'KNOLLS AND THE MARK.
 HN0873'
 HN0873'TO REACH THE STATION FROM GOULDINGS TRADING POST GO NORTH FOR
 HN0873'0.25 MILE TO A FORK.  TAKE THE LEFT FORK AND GO 0.15 MILE TO
 HN0873'A FORK.  TAKE THE LEFT FORK, SOUTH, AND GO 1.0 MILE UP THE
 HN0873'CANYON TO THE SUMMIT OF A LOW SAND RIDGE AND THE END OF TRUCK
 HN0873'TRAVEL.  PACK NORTHWEST TO THE ROCK SLIDE AND THEN GO WEST UP
 HN0873'THE SLIDE TO THE FIRST RIM.  GO EAST-NORTHEAST ALONG THE RIM
 HN0873'FOR ABOUT 1/4 MILE TO THE BASE OF THE ROCK CAP.  GO NORTH TO
 HN0873'THE TOP OF THE ROCK CAP AND THE STATION.  NOTE--THE PACK WILL
 HN0873'REQUIRE ABOUT 1/2 HOUR.
 HN0873'
 HN0873'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
 HN0873
 HN0873                          STATION RECOVERY (1970)
 HN0873
 HN0873'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HN0873'INSTRUMENT STAND 4.4 FT. ABOVE STATION MARK.
 HN0873'
 HN0873'ALL MARKS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 HN0873'VISITED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AE4746 ***********************************************************************
 AE4746  DESIGNATION -  GPS 1
 AE4746  PID         -  AE4746
 AE4746  STATE/COUNTY-  UT/SALT LAKE
 AE4746  COUNTRY     -  US
 AE4746  USGS QUAD   -  FORT DOUGLAS (2017)
 AE4746
 AE4746                         *CURRENT SURVEY CONTROL
 AE4746  ______________________________________________________________________
 AE4746* NAD 83(1986) POSITION- 40 45 34.72   (N) 111 50 35.39   (W)   HD_HELD1
 AE4746* NAVD 88 ORTHO HEIGHT -  1440.597 (meters)     4726.36  (feet) ADJUSTED
 AE4746  ______________________________________________________________________
 AE4746  GEOID HEIGHT    -        -16.542 (meters)                     GEOID18
 AE4746  DYNAMIC HEIGHT  -       1439.445 (meters)     4722.58  (feet) COMP
 AE4746  MODELED GRAVITY -    979,774.6   (mgal)                       NAVD 88
 AE4746
 AE4746  VERT ORDER      -  FIRST     CLASS II
 AE4746
 AE4746.The horizontal coordinates were determined by differentially corrected
 AE4746.hand held GPS observations or other comparable positioning techniques
 AE4746.and have an estimated accuracy of +/- 3 meters.
 AE4746
 AE4746.The orthometric height was determined by differential leveling and
 AE4746.adjusted by the NATIONAL GEODETIC SURVEY
 AE4746.in July 2002.
 AE4746
 AE4746.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4746.GEOID18 height accuracy estimate available here.
 AE4746
 AE4746.Click photographs - Photos may exist for this station.
 AE4746
 AE4746.The dynamic height is computed by dividing the NAVD 88
 AE4746.geopotential number by the normal gravity value computed on the
 AE4746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4746.degrees latitude (g = 980.6199 gals.).
 AE4746
 AE4746.The modeled gravity was interpolated from observed gravity values.
 AE4746
 AE4746;                    North         East    Units  Estimated Accuracy
 AE4746;SPC UT C     - 2,269,435.2     471,022.4     MT  (+/- 3 meters HH1 GPS) 
 AE4746
 AE4746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2883112417(NAD 83)
 AE4746
 AE4746                          SUPERSEDED SURVEY CONTROL
 AE4746
 AE4746.No superseded survey control is available for this station.
 AE4746
 AE4746_MARKER: DD = SURVEY DISK
 AE4746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4746_STAMPING: GPS-1 NGS HARN SURVEY LS162031 U OF U 1994
 AE4746_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4746+STABILITY: SURFACE MOTION
 AE4746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4746+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1997
 AE4746
 AE4746  HISTORY     - Date     Condition        Report By
 AE4746  HISTORY     - 1994     MONUMENTED       UTU
 AE4746  HISTORY     - 19970916 GOOD             NGS
 AE4746
 AE4746                          STATION DESCRIPTION
 AE4746
 AE4746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4746'IN SALT LAKE CITY, AT THE INTERSECTION OF CAMPUS DRIVE (450 SOUTH
 AE4746'STREET) AND CAMPUS CENTER DRIVE (1650 EAST STREET) , ON THE UNIVERSITY
 AE4746'OF UTAH CAMPUS, 68.4 M (224.4 FT) SOUTHEAST OF THE SOUTHEAST WALL OF A
 AE4746'FOUNTAIN, 24.6 M (80.7 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 AE4746'LANES OF CAMPUS DRIVE, 12.7 M (41.7 FT) EAST OF THE CENTERLINE OF
 AE4746'CAMPUS CENTER DRIVE, AND THE MARK IS 0.05 M (0.16 FT) BELOW THE GROUND
 AE4746'SURFACE.  NOTE--ACCESS TO THE MARK IS THROUGH A 10-INCH METAL COVER
 AE4746'NEAR THE CENTER OF A 3 BY 3-FOOT CONCRETE SLAB.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AE4745 ***********************************************************************
 AE4745  DESIGNATION -  GPS 2
 AE4745  PID         -  AE4745
 AE4745  STATE/COUNTY-  UT/SALT LAKE
 AE4745  COUNTRY     -  US
 AE4745  USGS QUAD   -  FORT DOUGLAS (2017)
 AE4745
 AE4745                         *CURRENT SURVEY CONTROL
 AE4745  ______________________________________________________________________
 AE4745* NAD 83(1986) POSITION- 40 45 58.     (N) 111 49 51.     (W)   SCALED
 AE4745* NAVD 88 ORTHO HEIGHT -  1513.213 (meters)     4964.60  (feet) ADJUSTED
 AE4745  ______________________________________________________________________
 AE4745  GEOID HEIGHT    -        -16.435 (meters)                     GEOID18
 AE4745  DYNAMIC HEIGHT  -       1511.994 (meters)     4960.60  (feet) COMP
 AE4745  MODELED GRAVITY -    979,765.3   (mgal)                       NAVD 88
 AE4745
 AE4745  VERT ORDER      -  FIRST     CLASS II
 AE4745
 AE4745.The horizontal coordinates were scaled from a map and have
 AE4745.an estimated accuracy of +/- 6 seconds.
 AE4745
 AE4745.The orthometric height was determined by differential leveling and
 AE4745.adjusted by the NATIONAL GEODETIC SURVEY
 AE4745.in July 2002.
 AE4745
 AE4745.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4745.GEOID18 height accuracy estimate available here.
 AE4745
 AE4745.Click photographs - Photos may exist for this station.
 AE4745
 AE4745.The dynamic height is computed by dividing the NAVD 88
 AE4745.geopotential number by the normal gravity value computed on the
 AE4745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4745.degrees latitude (g = 980.6199 gals.).
 AE4745
 AE4745.The modeled gravity was interpolated from observed gravity values.
 AE4745
 AE4745;                    North         East    Units  Estimated Accuracy
 AE4745;SPC UT C     - 2,270,150.      472,070.      MT  (+/- 180 meters Scaled)
 AE4745
 AE4745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL298131(NAD 83)
 AE4745
 AE4745                          SUPERSEDED SURVEY CONTROL
 AE4745
 AE4745.No superseded survey control is available for this station.
 AE4745
 AE4745_MARKER: DD = SURVEY DISK
 AE4745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4745_STAMPING: GPS-2 NGS HARN SURVEY LS162031 1994
 AE4745_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4745+STABILITY: SURFACE MOTION
 AE4745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4745+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1997
 AE4745
 AE4745  HISTORY     - Date     Condition        Report By
 AE4745  HISTORY     - 1994     MONUMENTED       UTU
 AE4745  HISTORY     - 19970916 GOOD             NGS
 AE4745
 AE4745                          STATION DESCRIPTION
 AE4745
 AE4745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4745'3.2 KM (2.00 MI) EASTERLY ALONG 400 SOUTH STREET FROM THE FEDERAL
 AE4745'COURTHOUSE AND POST OFFICE IN SALT LAKE CITY, THENCE 1.6 KM (1.00 MI)
 AE4745'EASTERLY ALONG SOUTH CAMPUS DRIVE, THENCE 0.6 KM (0.35 MI) EASTERLY
 AE4745'ALONG HEMPSTEAD AND STOVER ROADS, ON THE NORTHEAST SIDE OF FORT
 AE4745'DOUGLAS, 58.8 M (192.9 FT) NORTHWEST OF THE CENTER OF STOVER ROAD,
 AE4745'18.8 M (61.7 FT) NORTHEAST OF THE CENTERLINE OF A ROAD THROUGH A
 AE4745'PARKING LOT, 7.2 M (23.6 FT) NORTH OF THE SOUTH CORNER OF A CHAIN-LINK
 AE4745'FENCE ENCLOSING A BASEBALL FIELD, 2.2 M (7.2 FT) SOUTHWEST OF THE
 AE4745'FENCE, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE PARKING LOT, AND THE MARK
 AE4745'IS 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE
 AE4745'MARK IS THROUGH A 10-INCH METAL PLATE NEAR THE CENTER OF A 3 BY 3-FOOT
 AE4745'CONCRETE SLAB.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0484 ***********************************************************************
 KN0484  DESIGNATION -  GRADE
 KN0484  PID         -  KN0484
 KN0484  STATE/COUNTY-  UT/EMERY
 KN0484  COUNTRY     -  US
 KN0484  USGS QUAD   -  MEXICAN MOUNTAIN (2017)
 KN0484
 KN0484                         *CURRENT SURVEY CONTROL
 KN0484  ______________________________________________________________________
 KN0484* NAD 83(1994) POSITION- 39 06 54.52519(N) 110 25 26.88215(W)   ADJUSTED
 KN0484* NAVD 88 ORTHO HEIGHT -  1680.6   (meters)     5514.    (feet) VERTCON3
 KN0484  ______________________________________________________________________
 KN0484  GEOID HEIGHT    -        -19.110 (meters)                     GEOID18
 KN0484  LAPLACE CORR    -         -6.81  (seconds)                    DEFLEC18
 KN0484  HORZ ORDER      -  THIRD
 KN0484
 KN0484.The horizontal coordinates were established by classical geodetic methods
 KN0484.and adjusted by the National Geodetic Survey in November 1997.
 KN0484
 KN0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0484
 KN0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0484.GEOID18 height accuracy estimate available here.
 KN0484
 KN0484.Click photographs - Photos may exist for this station.
 KN0484
 KN0484.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0484
 KN0484. The following values were computed from the NAD 83(1994) position.
 KN0484
 KN0484;                    North         East     Units Scale Factor Converg.
 KN0484;SPC UT C     - 2,087,356.811   593,042.793   MT  0.99997715   +0 41 21.0
 KN0484;SPC UT C     - 6,848,269.80  1,945,674.56   sFT  0.99997715   +0 41 21.0
 KN0484;UTM  12      - 4,329,712.413   549,784.503   MT  0.99963052   +0 21 47.9
 KN0484
 KN0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0484!SPC UT C     -   0.99973938  x   0.99997715  =   0.99971654
 KN0484!UTM  12      -   0.99973938  x   0.99963052  =   0.99937000
 KN0484
 KN0484:                Primary Azimuth Mark                     Grid Az
 KN0484:SPC UT C     -  NATES                                    239 16 15.1
 KN0484:UTM  12      -  NATES                                    239 35 48.2
 KN0484
 KN0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ4978429712(NAD 83)
 KN0484
 KN0484|---------------------------------------------------------------------|
 KN0484| PID    Reference Object                     Distance      Geod. Az  |
 KN0484|                                                           dddmmss.s |
 KN0484| KN0491 NATES                               APPROX.10.2 KM 2395736.1 |
 KN0484|---------------------------------------------------------------------|
 KN0484
 KN0484                          SUPERSEDED SURVEY CONTROL
 KN0484
 KN0484  NAD 83(1986)-  39 06 54.51375(N)    110 25 26.87542(W) AD(       ) 3
 KN0484  NAD 27      -  39 06 54.60642(N)    110 25 24.33194(W) AD(       ) 3
 KN0484  NGVD 29 (07/19/86) 1679.6    (m)         5510.     (f) VERT ANG       
 KN0484
 KN0484.Superseded values are not recommended for survey control.
 KN0484
 KN0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0484.See file dsdata.pdf to determine how the superseded data were derived.
 KN0484
 KN0484_MARKER: DD = SURVEY DISK
 KN0484_SETTING: 0 = UNSPECIFIED SETTING
 KN0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0484
 KN0484  HISTORY     - Date     Condition        Report By
 KN0484  HISTORY     - 1952     MONUMENTED       USGS
 KN0484
 KN0484                          STATION DESCRIPTION
 KN0484
 KN0484'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 KN0484'LOCATED ABOUT 16.0 MI. NW. OF TOWN OF GREEN RIVER 5.0 W. OF DESERT
 KN0484'SIDING ON DENVER AND RIO GRANDE RAILROAD, 2.0 MI. N. OF BEND OF
 KN0484'COTTONWOOD WASH, 2.0 MI. S. OF LOST SPRING WASH WHERE ITS DRAINAGE
 KN0484'PASSES THROUGH TIMBERED REEF, 1.0 MI. E. OF ABANDONED RAILROAD GRADE
 KN0484'WHICH IS PASSABLE TO JEEP TRAVEL.  STATION IS ON PROMONTORY OF
 KN0484'SPARSLEY-TIMBERED REEF WHICH DROPS SHARPLY TO W.
 KN0484'
 KN0484'STATION WAS REACHED BY HELICOPTER.
 KN0484'
 KN0484'STATION  MARK - STANDARD TABLET STAMPED ---GRADE 1952--- CEMENTED IN
 KN0484'CONGLOMERATE PROJECTION ON RIDGE.
 KN0484'
 KN0484'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER IN SMALL JUNIPER TREE,
 KN0484'8.48 FT. FROM STATION MARK, N 45 DEG 03 MIN W.
 KN0484'
 KN0484'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---2
 KN0484'1952--- CEMENTED IN DRILL HOLE IN SOLID ROCK, 7.98 FT. FROM STATION
 KN0484'MARK, N 34 DEG 02 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0605 ***********************************************************************
 HO0605  DESIGNATION -  GRAFF
 HO0605  PID         -  HO0605
 HO0605  STATE/COUNTY-  UT/IRON
 HO0605  COUNTRY     -  US
 HO0605  USGS QUAD   -  KANARRAVILLE (2017)
 HO0605
 HO0605                         *CURRENT SURVEY CONTROL
 HO0605  ______________________________________________________________________
 HO0605* NAD 83(1994) POSITION- 37 34 37.87222(N) 113 08 37.97606(W)   ADJUSTED
 HO0605* NAVD 88 ORTHO HEIGHT -  1984.7   (meters)     6511.    (feet) VERTCON3
 HO0605  ______________________________________________________________________
 HO0605  GEOID HEIGHT    -        -21.641 (meters)                     GEOID18
 HO0605  LAPLACE CORR    -         15.86  (seconds)                    DEFLEC18
 HO0605  HORZ ORDER      -  THIRD
 HO0605
 HO0605.The horizontal coordinates were established by classical geodetic methods
 HO0605.and adjusted by the National Geodetic Survey in November 1997.
 HO0605
 HO0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0605
 HO0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0605.GEOID18 height accuracy estimate available here.
 HO0605
 HO0605.Click photographs - Photos may exist for this station.
 HO0605
 HO0605.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0605
 HO0605. The following values were computed from the NAD 83(1994) position.
 HO0605
 HO0605;                    North         East     Units Scale Factor Converg.
 HO0605;SPC UT S     - 3,102,328.511   354,802.351   MT  0.99995778   -1 00 25.9
 HO0605;SPC UT S     -10,178,222.79  1,164,047.38   sFT  0.99995778   -1 00 25.9
 HO0605;UTM  12      - 4,161,065.201   310,685.893   MT  1.00004147   -1 18 28.0
 HO0605
 HO0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0605!SPC UT S     -   0.99969204  x   0.99995778  =   0.99964983
 HO0605!UTM  12      -   0.99969204  x   1.00004147  =   0.99973350
 HO0605
 HO0605:                Primary Azimuth Mark                     Grid Az
 HO0605:SPC UT S     -  KANARA                                   235 04 50.6
 HO0605:UTM  12      -  KANARA                                   235 22 52.7
 HO0605
 HO0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG1068561065(NAD 83)
 HO0605
 HO0605|---------------------------------------------------------------------|
 HO0605| PID    Reference Object                     Distance      Geod. Az  |
 HO0605|                                                           dddmmss.s |
 HO0605| HO0604 KANARA                              APPROX. 9.0 KM 2340424.7 |
 HO0605|---------------------------------------------------------------------|
 HO0605
 HO0605                          SUPERSEDED SURVEY CONTROL
 HO0605
 HO0605  NAD 83(1986)-  37 34 37.86979(N)    113 08 37.96906(W) AD(       ) 3
 HO0605  NAD 27      -  37 34 37.95098(N)    113 08 35.14765(W) AD(       ) 3
 HO0605  NGVD 29 (07/19/86) 1983.6    (m)         6508.     (f) VERT ANG       
 HO0605
 HO0605.Superseded values are not recommended for survey control.
 HO0605
 HO0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0605.See file dsdata.pdf to determine how the superseded data were derived.
 HO0605
 HO0605_MARKER: DD = SURVEY DISK
 HO0605_SETTING: 66 = SET IN ROCK OUTCROP
 HO0605_STAMPING: GRAFF 1948
 HO0605_MARK LOGO: USGS
 HO0605_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0605+STABILITY: POSITION/ELEVATION WELL
 HO0605
 HO0605  HISTORY     - Date     Condition        Report By
 HO0605  HISTORY     - 1948     MONUMENTED       USGS
 HO0605
 HO0605                          STATION DESCRIPTION
 HO0605
 HO0605'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 HO0605'LOCATED ABOUT 7.0 MI. SW. OF CEDAR CITY, 4.1 MI. NE. OF KANARAVILLE,
 HO0605'ON A PROMINENT CEDAR COVERED RIDGE, THE MIDDLE OF THREE HILLS NEAR
 HO0605'S. END OF RIDGE.
 HO0605'
 HO0605'TO REACH FROM CEDAR CITY, DRIVE 4.2 MI. S. ON U.S. HIGHWAY 91 TO RD.
 HO0605'FORKS, TURN LEFT CONTINUING S. FOR 3.9 MI. TO RD. FORKS, TURN RIGHT
 HO0605'AND CONTINUE UPGRADE 0.2 MI. TO RD. FORKS, TURN RIGHT NW. 0.6 MI. TO
 HO0605'DIM RD. FORKS, GO THROUGH CEDARS SW. ON DIM RD. 0.25 MI. TO END OF
 HO0605'RD.  PACK UPHILL 0.3 MI. SW. TO SW. END OF FLAT TOPPED RIDGE AND
 HO0605'STATION.
 HO0605'
 HO0605'STATION MARK--STANDARD TABLET, STAMPED ---GRAFF 1948---, CEMENTED IN
 HO0605'ROCK.
 HO0605'
 HO0605'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0605'1---, CEMENTED IN ROCK.
 HO0605'
 HO0605'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0605'2---, CEMENTED IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1001 ***********************************************************************
 LO1001  DESIGNATION -  GRAIN
 LO1001  PID         -  LO1001
 LO1001  STATE/COUNTY-  UT/SALT LAKE
 LO1001  COUNTRY     -  US
 LO1001  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO1001
 LO1001                         *CURRENT SURVEY CONTROL
 LO1001  ______________________________________________________________________
 LO1001* NAD 83(1994) POSITION- 40 45 28.67380(N) 111 54 14.04553(W)   ADJUSTED
 LO1001* NAVD 88 ORTHO HEIGHT -  1323.0   (meters)     4341.    (feet) VERTCON3
 LO1001  ______________________________________________________________________
 LO1001  GEOID HEIGHT    -        -16.901 (meters)                     GEOID18
 LO1001  LAPLACE CORR    -          9.73  (seconds)                    DEFLEC18
 LO1001  HORZ ORDER      -  FIRST
 LO1001
 LO1001.The horizontal coordinates were established by classical geodetic methods
 LO1001.and adjusted by the National Geodetic Survey in November 1997.
 LO1001
 LO1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1001
 LO1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1001.GEOID18 height accuracy estimate available here.
 LO1001
 LO1001.Click photographs - Photos may exist for this station.
 LO1001
 LO1001.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1001
 LO1001. The following values were computed from the NAD 83(1994) position.
 LO1001
 LO1001;                    North         East     Units Scale Factor Converg.
 LO1001;SPC UT C     - 2,269,270.129   465,892.803   MT  1.00002865   -0 15 31.4
 LO1001;SPC UT C     - 7,445,097.08  1,528,516.64   sFT  1.00002865   -0 15 31.4
 LO1001;UTM  12      - 4,512,282.376   423,702.619   MT  0.99967165   -0 35 24.6
 LO1001
 LO1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1001!SPC UT C     -   0.99979516  x   1.00002865  =   0.99982380
 LO1001!UTM  12      -   0.99979516  x   0.99967165  =   0.99946687
 LO1001
 LO1001:                Primary Azimuth Mark                     Grid Az
 LO1001:SPC UT C     -  SALT LAKE CITY CO BLDG SPIRE             083 14 55.3
 LO1001:UTM  12      -  SALT LAKE CITY CO BLDG SPIRE             083 34 48.5
 LO1001
 LO1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2370212282(NAD 83)
 LO1001
 LO1001|---------------------------------------------------------------------|
 LO1001| PID    Reference Object                     Distance      Geod. Az  |
 LO1001|                                                           dddmmss.s |
 LO1001| LO1004 SALT LAKE CITY W MICROWAVE TWR      APPROX. 5.2 KM 0055613.8 |
 LO1001| LO1003 ENSIGN PEAK MONUMENT                APPROX. 4.2 KM 0152253.1 |
 LO1001| LO0999 SALT LAKE CITY UTAH PWR S STK       APPROX. 1.5 KM 0280007.2 |
 LO1001| LO0996 SALT LAKE CITY ST CAPITOL DOME      APPROX. 2.5 KM 0313342.1 |
 LO1001| LO1002 SALT LAKE CITY TEMPLE E SPIRE       APPROX. 1.7 KM 0364858.4 |
 LO1001| LO0993 SALT LAKE LDS CHILD HOSP STACK      APPROX. 3.0 KM 0384433.4 |
 LO1001| LO0994 SALT LAKE CITY HOTEL UTAH FLAG      APPROX. 1.7 KM 0404033.1 |
 LO1001| CM4766 GRAIN AZ MK                                        0825119.2 |
 LO1001| LO0995 SALT LAKE CITY CO BLDG SPIRE        APPROX. 1.5 KM 0825923.9 |
 LO1001| LO0978 SALT LAKE CITY VET HOSP STACK       APPROX. 5.4 KM 0935843.7 |
 LO1001| LO0974 EMIGRATION CANYON MICROWAVE         APPROX. 8.7 KM 0955009.6 |
 LO1001| LO0937 SOUTH SALT LAKE MUNICIPAL TANK      APPROX. 4.7 KM 1701850.5 |
 LO1001| LO0935 MURRAY BUEHNER CO N STACK           APPROX.11.2 KM 1744634.1 |
 LO1001| LO0931 SOUTH SALT LAKE VITRO CHEM STK      APPROX. 6.3 KM 1825539.5 |
 LO1001| LO0934 SOUTH SALT LAKE RAD KCPX W MST      APPROX. 6.5 KM 1924308.2 |
 LO1001| LP0405 UNIVERSITY UTAH TV KUED MAST        APPROX.27.4 KM 2323318.1 |
 LO1001| LO0932 SALT LAKE CITY AM BLOCK CO TK       APPROX. 4.2 KM 2352900.1 |
 LO1001| LP0338 SALTAIR RADIO STA KSL TALL MST      APPROX.16.5 KM 2783722.2 |
 LO1001| LO0990 AIRPORT BN SALT LAKE MUN APT 1      APPROX. 7.1 KM 2954536.0 |
 LO1001| LO0991 SALT LAKE CITY UT PWR CEN STK       APPROX. 2.4 KM 3002722.2 |
 LO1001| LO1017 SALT LAKE CITY RAD KLUB E MAST      APPROX. 7.1 KM 3403318.4 |
 LO1001| LO1015 SALT LAKE CITY UP RR STACK          APPROX. 3.2 KM 3555657.4 |
 LO1001|---------------------------------------------------------------------|
 LO1001
 LO1001                          SUPERSEDED SURVEY CONTROL
 LO1001
 LO1001  NAD 83(1993)-  40 45 28.67349(N)    111 54 14.04546(W) AD(       ) 1
 LO1001  NAD 83(1986)-  40 45 28.66253(N)    111 54 14.03665(W) AD(       ) 1
 LO1001  NAD 27      -  40 45 28.85579(N)    111 54 11.26623(W) AD(       ) 1
 LO1001  NGVD 29 (07/19/86) 1322.1    (m)         4338.     (f) VERT ANG       
 LO1001
 LO1001.Superseded values are not recommended for survey control.
 LO1001
 LO1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1001.See file dsdata.pdf to determine how the superseded data were derived.
 LO1001
 LO1001_MARKER: DS = TRIANGULATION STATION DISK
 LO1001_SETTING: 0 = UNSPECIFIED SETTING
 LO1001
 LO1001  HISTORY     - Date     Condition        Report By
 LO1001  HISTORY     - 1962     MONUMENTED       CGS
 LO1001  HISTORY     - 1973     GOOD             NGS
 LO1001
 LO1001                          STATION DESCRIPTION
 LO1001
 LO1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO1001'STATION IS ON THE ROOF OF THE SALT LAKE FLOUR MILLS, GRAIN
 LO1001'ELEVATOR.  IT IS IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 LO1001'FIFTH SOUTH STREET AND THIRD WEST STREET IN SALT LAKE CITY.
 LO1001'
 LO1001'STATION MARK IS A STANDARD DISK, STAMPED GRAIN 1962, CEMENTED
 LO1001'IN A DRILL HOLE IN THE CONCRETE ROOF OF THE ELEVATOR.  IT IS 15.2
 LO1001'FEET SOUTH OF THE NORTH EDGE OF THE ROOF, 11.8 FEET EAST OF THE
 LO1001'WEST EDGE OF THE ROOF AND 11.5 FEET WEST OF THE EAST EDGE OF
 LO1001'THE ROOF.
 LO1001'
 LO1001'NO REFERENCE MARKS ESTABLISHED AT THIS STATION.
 LO1001'
 LO1001'AZIMUTH MARK IS A STANDARD DISK, STAMPED GRAIN 1962, CEMENTED
 LO1001'IN A DRILL HOLE IN THE WEST CONCRETE CURBING OF A LOADING RAMP
 LO1001'PROJECTING 6 INCHES.  IT IS 69 FEET NORTH OF THE CENTERLINE OF
 LO1001'FIFTH SOUTH STREET, 69 FEET EAST OF THE CENTERLINE OF FIRST WEST
 LO1001'STREET AND 28.6 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 LO1001'WAREHOUSE.
 LO1001'
 LO1001'TO REACH THE AZIMUTH MARK FROM THE ELEVATOR, GO EAST ON FIFTH
 LO1001'SOUTH STREET FOR 0.4 MILE TO THE AZIMUTH MARK IN THE NORTHEAST
 LO1001'ANGLE OF THE INTERSECTION OF FIRST WEST STREET AND FIFTH SOUTH
 LO1001'STREET.
 LO1001
 LO1001                          STATION RECOVERY (1973)
 LO1001
 LO1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO1001'THE STATION IS ON THE ROOF OF THE SALT LAKE FLOUR MILLS, GRAIN
 LO1001'ELEVATOR.  ITS IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF FIFTH
 LO1001'SOUTH STREET AND FOURTH WEST STREET IN SALT LAKE CITY.
 LO1001'
 LO1001'STATION MARK IS A STANDARD DISK STAMPED GRAIN 1962, CEMENTED IN A
 LO1001'DRILL HOLE IN THE ROOF OF THE CONCRETE ELEVATOR.  ITS 15.3 FEET
 LO1001'SOUTH OF THE NORTH EDGE OF THE ROOF, 11.8 FEET EAST OF THE WEST
 LO1001'EDGE OF THE ROOF, 11.5 FEET WEST OF THE EDGE OF EAST SIDE OF ROOF.
 LO1001'
 LO1001'NO REFERENCE MARKS WERE ESTABLISHED IN 1962 AND THE AZIMUTH MARK
 LO1001'WAS DESTROYED BY ROAD CONSTRUCTION, A NEW AZIMUTH MARK WAS NOT
 LO1001'ESTABLISHED.
 LO1001'
 LO1001'THE PHONE NUMBER AT THE ELEVATOR IS 355-2981 OR 355-2982.
 LO1001'
 LO1001'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO1001'SALT LAKE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0722 ***********************************************************************
 HN0722  DESIGNATION -  GRAND
 HN0722  PID         -  HN0722
 HN0722  STATE/COUNTY-  UT/KANE
 HN0722  COUNTRY     -  US
 HN0722  USGS QUAD   -  GREGORY BUTTE (2017)
 HN0722
 HN0722                         *CURRENT SURVEY CONTROL
 HN0722  ______________________________________________________________________
 HN0722* NAD 83(1994) POSITION- 37 06 38.96919(N) 111 13 15.83810(W)   ADJUSTED
 HN0722* NAVD 88 ORTHO HEIGHT -  1444.0   (meters)     4738.    (feet) VERTCON3
 HN0722  ______________________________________________________________________
 HN0722  GEOID HEIGHT    -        -23.163 (meters)                     GEOID18
 HN0722  LAPLACE CORR    -          1.68  (seconds)                    DEFLEC18
 HN0722  HORZ ORDER      -  THIRD
 HN0722
 HN0722.The horizontal coordinates were established by classical geodetic methods
 HN0722.and adjusted by the National Geodetic Survey in November 1997.
 HN0722
 HN0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0722
 HN0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0722.GEOID18 height accuracy estimate available here.
 HN0722
 HN0722.Click photographs - Photos may exist for this station.
 HN0722
 HN0722.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0722
 HN0722. The following values were computed from the NAD 83(1994) position.
 HN0722
 HN0722;                    North         East     Units Scale Factor Converg.
 HN0722;SPC UT S     - 3,049,331.360   524,792.744   MT  1.00001983   +0 10 15.2
 HN0722;SPC UT S     -10,004,347.97  1,721,757.53   sFT  1.00001983   +0 10 15.2
 HN0722;UTM  12      - 4,107,189.500   480,358.975   MT  0.99960475   -0 08 00.2
 HN0722
 HN0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0722!SPC UT S     -   0.99977708  x   1.00001983  =   0.99979691
 HN0722!UTM  12      -   0.99977708  x   0.99960475  =   0.99938192
 HN0722
 HN0722:                Primary Azimuth Mark                     Grid Az
 HN0722:SPC UT S     -  ET U 28                                  056 54 41.2
 HN0722:UTM  12      -  ET U 28                                  057 12 56.6
 HN0722
 HN0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG8035807189(NAD 83)
 HN0722
 HN0722|---------------------------------------------------------------------|
 HN0722| PID    Reference Object                     Distance      Geod. Az  |
 HN0722|                                                           dddmmss.s |
 HN0722| HN0732 ET U 28                             APPROX. 2.8 KM 0570456.4 |
 HN0722|---------------------------------------------------------------------|
 HN0722
 HN0722                          SUPERSEDED SURVEY CONTROL
 HN0722
 HN0722  NAD 83(1992)-  37 06 38.96780(N)    111 13 15.83853(W) AD(       ) 3
 HN0722  NAD 83(1986)-  37 06 38.96343(N)    111 13 15.83875(W) AD(       ) 3
 HN0722  NAD 27      -  37 06 38.99849(N)    111 13 13.29042(W) AD(       ) 3
 HN0722  NGVD 29 (07/19/86) 1443.0    (m)         4734.     (f) VERT ANG       
 HN0722
 HN0722.Superseded values are not recommended for survey control.
 HN0722
 HN0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0722.See file dsdata.pdf to determine how the superseded data were derived.
 HN0722
 HN0722_MARKER: DD = SURVEY DISK
 HN0722_SETTING: 80 = SET IN A BOULDER
 HN0722_STAMPING: GRAND 1953
 HN0722_MARK LOGO: USGS
 HN0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0722+STABILITY: SURFACE MOTION
 HN0722
 HN0722  HISTORY     - Date     Condition        Report By
 HN0722  HISTORY     - 1953     MONUMENTED       USGS
 HN0722  HISTORY     - 1959     GOOD             CGS
 HN0722  HISTORY     - 1963     GOOD             CGS
 HN0722
 HN0722                          STATION DESCRIPTION
 HN0722
 HN0722'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0722'LOCATED ABOUT 19 MI. W-NW. OF RAINBOW LODGE, ARIZ., 17 MI.
 HN0722'W-SW. OF CONFLUENCE OF COLORADO AND SAN JUAN RIVERS.  1 MI. S.
 HN0722'OF HEAD OF DEEP CANYON WHICH CUTS INTO MESA AND DRAINS INTO
 HN0722'COLORADO RIVER.  0.2 MI. W. OF W. WALL OF CANYON.  63 FT. E.
 HN0722'OF AN OLD CAIRN ON SMALL TOP OF FORKED MESA.  (THERE IS A
 HN0722'STEEP 15 FT. BREAK-OFF 100 FT. S. OF STATION.)
 HN0722'
 HN0722'STATION REACHED BY HELICOPTER.
 HN0722'
 HN0722'STATION MARK--STANDARD TABLET STAMPED GRAND 1953 CEMENTED IN
 HN0722'DRILL HOLE IN SOLID ROCK.
 HN0722'
 HN0722'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER CEMENTED IN
 HN0722'DRILL HOLE IN SOLID ROCK, 78.29 FT. FROM STATION MARK
 HN0722'S 06 DEG 29 MIN E.
 HN0722'
 HN0722'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED IN
 HN0722'DRILL HOLE IN SOLID ROCK, 55.66 FT. FROM STATION MARK
 HN0722'N 86 DEG 49 MIN W.
 HN0722
 HN0722                          STATION RECOVERY (1959)
 HN0722
 HN0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CCM)
 HN0722'STATION MARK AND TWO REFERENCE MARK FOUND IN GOOD CONDITION.
 HN0722'
 HN0722'STATION REACHED BY HELICOPTER.
 HN0722'
 HN0722'SIGNAL--FLASHING LIGHT MOUNTED UNDER INSTRUMENT CENTERED OVER
 HN0722'STATION MARK.
 HN0722'
 HN0722'SIGNAL DATA--FLASHING LIGHT 3.9 FT.
 HN0722
 HN0722                          STATION RECOVERY (1963)
 HN0722
 HN0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HN0722'RECOVERED IN GOOD CONDITION.
 HN0722'
 HN0722'STATION MARK--STANDARD TABLET, STAMPED ---GRAND 1953---, CEMENTED IN
 HN0722'DRILL HOLE IN SOLID ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0470 ***********************************************************************
 KO0470  DESIGNATION -  GRAND
 KO0470  PID         -  KO0470
 KO0470  STATE/COUNTY-  UT/MILLARD
 KO0470  COUNTRY     -  US
 KO0470  USGS QUAD   -  BUCKSKIN HILLS (2017)
 KO0470
 KO0470                         *CURRENT SURVEY CONTROL
 KO0470  ______________________________________________________________________
 KO0470* NAD 83(1994) POSITION- 39 02 33.06460(N) 113 51 10.22904(W)   ADJUSTED
 KO0470* NAVD 88 ORTHO HEIGHT -  1576.00  (+/-2cm)     5170.6   (feet) VERTCON3
 KO0470  ______________________________________________________________________
 KO0470  GEOID HEIGHT    -        -20.463 (meters)                     GEOID18
 KO0470  LAPLACE CORR    -          3.40  (seconds)                    DEFLEC18
 KO0470  HORZ ORDER      -  FIRST
 KO0470  VERT ORDER      -  THIRD ? (See Below)
 KO0470
 KO0470.The horizontal coordinates were established by classical geodetic methods
 KO0470.and adjusted by the National Geodetic Survey in November 1997.
 KO0470
 KO0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0470
 KO0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0470.GEOID18 height accuracy estimate available here.
 KO0470
 KO0470.The vertical order pertains to the NGVD 29 superseded value.
 KO0470
 KO0470.Click photographs - Photos may exist for this station.
 KO0470
 KO0470.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0470
 KO0470. The following values were computed from the NAD 83(1994) position.
 KO0470
 KO0470;                    North         East     Units Scale Factor Converg.
 KO0470;SPC UT C     - 2,081,413.377   296,328.620   MT  0.99999372   -1 30 25.8
 KO0470;SPC UT C     - 6,828,770.39    972,204.81   sFT  0.99999372   -1 30 25.8
 KO0470;UTM  12      - 4,325,368.558   253,094.094   MT  1.00035072   -1 47 52.5
 KO0470
 KO0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0470!SPC UT C     -   0.99975600  x   0.99999372  =   0.99974972
 KO0470!UTM  12      -   0.99975600  x   1.00035072  =   1.00010664
 KO0470
 KO0470:                Primary Azimuth Mark                     Grid Az
 KO0470:SPC UT C     -  GRAND AZ MK                              097 31 32.8
 KO0470:UTM  12      -  GRAND AZ MK                              097 48 59.5
 KO0470
 KO0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ5309425368(NAD 83)
 KO0470
 KO0470|---------------------------------------------------------------------|
 KO0470| PID    Reference Object                     Distance      Geod. Az  |
 KO0470|                                                           dddmmss.s |
 KO0470| KO0471 HIGHWAY 50 ROW MARK                  20.014 METERS 06005     |
 KO0470| CM4767 GRAND AZ MK                                        0960107.0 |
 KO0470| CM4768 GRAND RM 1                            6.407 METERS 18122     |
 KO0470| CM4769 GRAND RM 2                            6.457 METERS 27404     |
 KO0470|---------------------------------------------------------------------|
 KO0470
 KO0470                          SUPERSEDED SURVEY CONTROL
 KO0470
 KO0470  NAD 83(1986)-  39 02 33.06043(N)    113 51 10.22964(W) AD(       ) 1
 KO0470  NAD 27      -  39 02 33.24720(N)    113 51 07.28760(W) AD(       ) 1
 KO0470  NGVD 29            1574.86   (m)         5166.9    (f) LEVELING    3  
 KO0470
 KO0470.Superseded values are not recommended for survey control.
 KO0470
 KO0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0470.See file dsdata.pdf to determine how the superseded data were derived.
 KO0470
 KO0470_MARKER: DS = TRIANGULATION STATION DISK
 KO0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0470_STAMPING: GRAND 1957
 KO0470_MARK LOGO: CGS
 KO0470_PROJECTION: PROJECTING
 KO0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0470+STABILITY: SURFACE MOTION
 KO0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0470+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2017
 KO0470
 KO0470  HISTORY     - Date     Condition        Report By
 KO0470  HISTORY     - 1957     MONUMENTED       CGS
 KO0470  HISTORY     - 1958     GOOD             USGS
 KO0470  HISTORY     - 20030830 GOOD             INDIV
 KO0470  HISTORY     - 20170529 GOOD             GEOCAC
 KO0470
 KO0470                          STATION DESCRIPTION
 KO0470
 KO0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0470'STATION IS LOCATED 72 MILES, AIRLINE, WEST SOUTHWEST OF DELTA,
 KO0470'UTAH, 15 MILES EAST OF BAKER, NEVADA, 12.5 MILES NORTHEAST OF
 KO0470'GARRISON, UTAH AND 10.7 MILES EAST OF THE UTAH-NEVADA STATE
 KO0470'LINE, ON THE NORTH SIDE OF HIGHWAY U.S. 50 AND 6.
 KO0470'
 KO0470'STATION IS A STANDARD BRONZE DISK SET IN THE TOP OF A 10 INCH
 KO0470'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 KO0470'THE DISK IS STAMPED GRAND 1947.  IT IS ABOUT 0.1 MILE SOUTHWEST
 KO0470'OF A SMALL GRAVEL PIT, 164 FEET NORTH OF THE CENTERLINE OF
 KO0470'THE HIGHWAY AND 208 FEET NORTHWEST OF A METAL CULVERT ALONGSIDE
 KO0470'THE HIGHWAY.
 KO0470'
 KO0470'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK SET IN THE
 KO0470'TOP OF A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 KO0470'4 INCHES ABOVE THE GROUND.  IT IS STAMPED GRAND NO 1 1957.
 KO0470'IT IS ABOUT THE SAME ELEVATION AS THE STATION AND IS 144 FEET
 KO0470'NORTH OF THE CENTERLINE OF THE HIGHWAY.
 KO0470'
 KO0470'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK SET IN THE
 KO0470'TOP OF A 10 INCH SQUARE CONCRETE POST WHICH PROJECT 4 INCHES
 KO0470'ABOVE THE GROUND.  IT IS STAMPED GRAND NO 2 1957.  IT IS AT
 KO0470'ABOUT THE SAME ELEVATION AS THE STATION AND IS 162.5 FEET
 KO0470'NORTH OF THE CENTERLINE OF THE HIGHWAY.
 KO0470'
 KO0470'UTAH HIGHWAY R.O.W. MARK IS AN IRON PIPE WITH A CAP ON TOP
 KO0470'AND PROJECTS 6 INCHES ABOVE THE GROUND.  THE CAP IS NOT STAMPED
 KO0470'AND HAS NO MARKED CENTER.  THE WORDS STATE R.O.W. MARKER ARE
 KO0470'CAST IN THE TOP OF THE CAP.
 KO0470'
 KO0470'THERE IS A 4X4 INCH WHITE WITNESS POST WHICH PROJECTS 1.5 FEET
 KO0470'ABOVE THE GROUND AND IS 4.9 FEET NORTHEAST OF THE STATION.
 KO0470'
 KO0470'STATION IS REACHED FROM THE UTAH-NEVADA STATE LINE, WHICH IS
 KO0470'88.9 MILES BY ROAD WEST OF DELTA, UTAH ON HIGHWAY U.S. 50 AND
 KO0470'6 BY GOING EAST ON THE HIGHWAY FOR 10.7 MILES TO STATION ON
 KO0470'THE LEFT SIDE OF THE ROAD.
 KO0470'
 KO0470'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN THE TOP
 KO0470'OF A 10 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 KO0470'GROUND.  IT IS STAMPED GRAND 1957.  IT IS 0.5 MILE EAST OF THE
 KO0470'STATION AND ABOUT 147 FEET NORTH OF THE CENTERLINE OF THE
 KO0470'HIGHWAY.  REACHED FROM THE STATION BY CONTINUING EASTWARD ON
 KO0470'THE HIGHWAY FOR 0.5 MILE TO MARK ON THE LEFT SIDE OF THE ROAD.
 KO0470'
 KO0470'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS.
 KO0470
 KO0470                          STATION RECOVERY (1958)
 KO0470
 KO0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 KO0470'RECOVERED IN GOOD CONDITION.
 KO0470'
 KO0470'STATION MARK--STANDARD BRONZE DISK, STAMPED ---GRAND 1947---, SET IN
 KO0470'THE TOP OF A 10 IN. SQUARE CONCRETE POST WHICH PROJECTS 6 IN. ABOVE
 KO0470'THE GROUND.
 KO0470
 KO0470                          STATION RECOVERY (2003)
 KO0470
 KO0470'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HDM)
 KO0470'STATION MARK, BOTH REFERENCE MARKS AND AZIMUTH MARK FOUND IN GOOD
 KO0470'CONDITION.
 KO0470
 KO0470                          STATION RECOVERY (2017)
 KO0470
 KO0470'RECOVERY NOTE BY GEOCACHING 2017 (MFM)
 KO0470'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0878 ***********************************************************************
 HN0878  DESIGNATION -  GRAND
 HN0878  PID         -  HN0878
 HN0878  STATE/COUNTY-  UT/SAN JUAN
 HN0878  COUNTRY     -  US
 HN0878  USGS QUAD   -  WHIRLWIND DRAW (2017)
 HN0878
 HN0878                         *CURRENT SURVEY CONTROL
 HN0878  ______________________________________________________________________
 HN0878* NAD 83(1994) POSITION- 37 19 12.16722(N) 110 15 30.96157(W)   ADJUSTED
 HN0878* NAVD 88 ORTHO HEIGHT -  1386.8   (meters)     4550.    (feet) VERTCON3
 HN0878  ______________________________________________________________________
 HN0878  GEOID HEIGHT    -        -21.425 (meters)                     GEOID18
 HN0878  LAPLACE CORR    -          5.70  (seconds)                    DEFLEC18
 HN0878  HORZ ORDER      -  SECOND
 HN0878
 HN0878.The horizontal coordinates were established by classical geodetic methods
 HN0878.and adjusted by the National Geodetic Survey in November 1997.
 HN0878
 HN0878.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0878
 HN0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0878.GEOID18 height accuracy estimate available here.
 HN0878
 HN0878.Click photographs - Photos may exist for this station.
 HN0878
 HN0878.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0878
 HN0878. The following values were computed from the NAD 83(1994) position.
 HN0878
 HN0878;                    North         East     Units Scale Factor Converg.
 HN0878;SPC UT S     - 3,073,244.494   610,029.191   MT  0.99998388   +0 45 38.1
 HN0878;SPC UT S     -10,082,802.98  2,001,404.10   sFT  0.99998388   +0 45 38.1
 HN0878;UTM  12      - 4,130,634.801   565,689.795   MT  0.99965315   +0 26 58.2
 HN0878
 HN0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0878!SPC UT S     -   0.99978578  x   0.99998388  =   0.99976967
 HN0878!UTM  12      -   0.99978578  x   0.99965315  =   0.99943901
 HN0878
 HN0878:                Primary Azimuth Mark                     Grid Az
 HN0878:SPC UT S     -  GRAND AZ MK                              021 03 04.8
 HN0878:UTM  12      -  GRAND AZ MK                              021 21 44.7
 HN0878
 HN0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG6568930634(NAD 83)
 HN0878
 HN0878|---------------------------------------------------------------------|
 HN0878| PID    Reference Object                     Distance      Geod. Az  |
 HN0878|                                                           dddmmss.s |
 HN0878| CM6480 GRAND AZ MK                                        0214842.9 |
 HN0878| CM6481 GRAND RM 1                           17.527 METERS 16752     |
 HN0878| CM6482 GRAND RM 2                           15.141 METERS 27520     |
 HN0878|---------------------------------------------------------------------|
 HN0878
 HN0878                          SUPERSEDED SURVEY CONTROL
 HN0878
 HN0878  NAD 83(1992)-  37 19 12.16296(N)    110 15 30.96304(W) AD(       ) 2
 HN0878  NAD 83(1986)-  37 19 12.16283(N)    110 15 30.96276(W) AD(       ) 2
 HN0878  NAD 27      -  37 19 12.16855(N)    110 15 28.50634(W) AD(       ) 2
 HN0878  NGVD 29 (07/19/86) 1385.9    (m)         4547.     (f) VERT ANG       
 HN0878
 HN0878.Superseded values are not recommended for survey control.
 HN0878
 HN0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0878.See file dsdata.pdf to determine how the superseded data were derived.
 HN0878
 HN0878_MARKER: DS = TRIANGULATION STATION DISK
 HN0878_SETTING: 66 = SET IN ROCK OUTCROP
 HN0878_STAMPING: GRAND 1936
 HN0878_MARK LOGO: CGS
 HN0878_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0878+STABILITY: POSITION/ELEVATION WELL
 HN0878
 HN0878  HISTORY     - Date     Condition        Report By
 HN0878  HISTORY     - 1936     MONUMENTED       CGS
 HN0878  HISTORY     - 1963     GOOD             CGS
 HN0878
 HN0878                          STATION DESCRIPTION
 HN0878
 HN0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HN0878'NEAR JUNCTION OF SAN JUAN RIVER AND GRAND GULCH, ABOUT 1-1/2
 HN0878'MILES NORTH OF RIVER AND ABOUT 1 MILE WEST OF GULCH, ON SMALL
 HN0878'GROUP OF SAND DOMES WHICH ARE ABOUT 50 FEET HIGHER THAN
 HN0878'SURROUNDING COUNTRY (THERE IS BOULDER ABOUT 10 FEET ACROSS AND
 HN0878'3 FEET THICK BALANCING ON NORTHWEST EDGE OF THE HILL ABOUT 50
 HN0878'FEET FROM STATION IN NORTH-NORTHWESTERLY DIRECTION), 105 FEET
 HN0878'NORTH OF DIVISION CRACK BETWEEN WHITE AND RED SAND ROCK, 13
 HN0878'FEET WEST OF UPPER RIM, 200 FEET WEST OF EDGE OF LOWER RIM, AND
 HN0878'100 YARDS NORTHWEST OF SMALL CANYON.  TO REACH FROM BLANDING,
 HN0878'GO IN WESTERLY DIRECTION 46.5 MILES ON THE NATURAL BRIDGES
 HN0878'ROAD TO SIDE ROAD LEFT, ABOUT 1.5 MILES BEFORE REACHING THE
 HN0878'FIRST OF THE NATURAL BRIDGES.  TURN LEFT (SOUTH) AND GO
 HN0878'0.35 MILE.  TAKE LEFT FORK AND FOLLOW ROAD (MTR) 7.6 MILES.
 HN0878'TAKE LEFT FORK AND GO 6.7 MILES TO OLD CAMP SITE AT HEAD OF
 HN0878'CANYON.  THENCE BEAR TO RIGHT AROUND ROCK LEDGE FOR ABOUT 3/4
 HN0878'MILE TO END OF RIDGE.  FROM HERE GO IN MAGNETIC BEARING
 HN0878'183 DEG TOWARDS SAND ROCK WITH CONE-SHAPED PEAK FOR ABOUT
 HN0878'4 MILES.  ON REACHING THIS GROUP OF ROCKS ANOTHER GROUP MAY
 HN0878'BE SEEN A LITTLE TO WEST OF SOUTH, APPROXIMATELY 2.5
 HN0878'MILES DISTANT.  FROM THIS SECOND GROUP OF SAND ROCKS GO IN
 HN0878'SOUTHWESTERLY DIRECTION ALONG LOW RIDGE FOR ABOUT 3 MILES TO
 HN0878'LARGE SAND ROCK WITH CAIRN ON TOP (THIS ROCK IS ON RIDGE
 HN0878'BEING FOLLOWED).  CONTINUE ALONG RIDGE ABOUT 1.5 MILES TO
 HN0878'STATION ON SAND ROCK OUTCROP, THESE ROCKS BEING HIGHER THAN ANY
 HN0878'OTHERS NEARBY.  MARKED BY STANDARD STATION DISK IN OUTCROPPING
 HN0878'BEDROCK.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS
 HN0878'IN OUTCROPPING BEDROCK.  NO. 1 IS 5 FEET WEST OF EAST
 HN0878'EDGE OF RIM ROCK, 17.529 METERS (57.51 FEET) SOUTH-SOUTHEAST
 HN0878'OF STATION.  NO. 2 IS 12 FEET EAST
 HN0878'OF WEST EDGE OF RIM ROCK, 15.144 METERS (49.68 FEET) WEST OF
 HN0878'STATION.  DISTANCE BETWEEN REFERENCE
 HN0878'MARKS IS 86.56 FEET.  AZIMUTH MARK IS STANDARD DISK IN
 HN0878'OUTCROPPING BEDROCK ON SANDY FLAT, 0.2 MILE
 HN0878'NORTH-NORTHEAST OF STATION.
 HN0878'BEARING FROM STATION TO BALANCING ROCK 50 FEET DISTANT IS
 HN0878'N 14 DEG 17 MIN W.
 HN0878
 HN0878                          STATION RECOVERY (1963)
 HN0878
 HN0878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0878'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HN0878'RECOVERED AS DESCRIBED AND WERE FOUND TO BE IN GOOD CONDITION.
 HN0878'THE DISTANCE AND DIRECTION TO ALL MARKS COMPARED FAVORABLY WITH
 HN0878'THE ORIGINAL DATA.  THE STATION WAS REACHED BY HELICOPTER AND
 HN0878'THE ORIGINAL ROUTE TO THE STATION WAS NOT CHECKED.  A COMPLETE
 HN0878'NEW DESCRIPTION IS AS FOLLOWS.
 HN0878'
 HN0878'THE STATION IS LOCATED ABOUT 20 MILES NORTH-NORTHEAST OF THE
 HN0878'OLJETO TRADING POST, ABOUT 12 MILES SOUTH-SOUTHWEST OF RED HOUSE
 HN0878'SPRINGS, ABOUT 11 MILES NORTHEAST OF PIUTE FARMS, 1-1/2 MILES
 HN0878'NORTH OF THE SAN JUAN RIVER AND NEAR THE JUNCTION OF GRAND GULCH
 HN0878'AND THE SAN JUAN RIVER.  IT IS ON THE HIGHEST OF A SMALL GROUP
 HN0878'OF SANDSTONE OUTCROPS THAT ARE ABOUT 50 FEET HIGHER THAN THE
 HN0878'SURROUNDING TERRAIN AND ON WHICH IS IS A 3X10-FOOT BALANCED
 HN0878'ROCK.
 HN0878'
 HN0878'TO REACH FROM HITE BY HELICOPTER PROCEED SOUTH-SOUTHEAST ON A
 HN0878'TRUE COURSE OF 162 DEGREES FOR APPROXIMATELY 35-1/2 MILES TO
 HN0878'THE SAND DOMES AND THE STATION AS DESCRIBED BELOW.
 HN0878'
 HN0878'THE STATION MARK, A STANDARD DISK STAMPED GRAND 1936, IS SET
 HN0878'IN A DRILL HOLE IN THE TOP OF A MONSTROUS OUTCROP.  IT IS 61.5
 HN0878'FEET SOUTH-SOUTHEAST OF THE BALANCED ROCK, AND 13.6 FEET WEST OF
 HN0878'THE EAST RIM OF OUTCROP.
 HN0878'
 HN0878'REFERENCE MARK 1, A STANDARD DISK STAMPED GRAND NO 1 1936, IS SET
 HN0878'IN A DRILL HOLE IN THE SAME OUTCROP.  IT IS 8 FEET WEST OF THE
 HN0878'EAST RIM AND ABOUT 1 FOOT LOWER THAN THE STATION.
 HN0878'
 HN0878'REFERENCE MARK 2, A STANDARD DISK STAMPED GRAND NO 2 1936, IS
 HN0878'SET IN A DRILL HOLE IN THE SAME OUTCROP.  IT IS 62.8 FEET
 HN0878'SOUTHWEST OF THE BALANCED ROCK, 29 FEET EAST OF THE WEST RIM AND
 HN0878'ABOUT 2 FEET LOWER THAN THE STATION MARK.
 HN0878'
 HN0878'THE AZIMUTH MARK, A STANDARD DISK STAMPED GRAND 1936, IS SET
 HN0878'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.  IT
 HN0878'IS LOCATED IN A SANDY FLAT, ABOUT 50 YARDS NORTHEAST OF THE
 HN0878'NORTHEAST EDGE OF A PROTRUDING OUTCROP AND ABOUT 50 YARDS WEST
 HN0878'OF A POINT WHERE THE SAND FLAT BREAKS ABRUPTLY.  IT IS AN
 HN0878'8-MINUTE PACK FROM THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0970 ***********************************************************************
 LO0970  DESIGNATION -  GRANDVIEW
 LO0970  PID         -  LO0970
 LO0970  STATE/COUNTY-  UT/SALT LAKE
 LO0970  COUNTRY     -  US
 LO0970  USGS QUAD   -  FORT DOUGLAS (2017)
 LO0970
 LO0970                         *CURRENT SURVEY CONTROL
 LO0970  ______________________________________________________________________
 LO0970* NAD 83(1994) POSITION- 40 51 06.36816(N) 111 45 08.07446(W)   ADJUSTED
 LO0970* NAVD 88 ORTHO HEIGHT -  2868.2   (meters)     9410.    (feet) VERTCON3
 LO0970  ______________________________________________________________________
 LO0970  GEOID HEIGHT    -        -15.871 (meters)                     GEOID18
 LO0970  LAPLACE CORR    -          3.51  (seconds)                    DEFLEC18
 LO0970  HORZ ORDER      -  FIRST
 LO0970
 LO0970.The horizontal coordinates were established by classical geodetic methods
 LO0970.and adjusted by the National Geodetic Survey in November 1997.
 LO0970
 LO0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0970
 LO0970.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0970.GEOID18 height accuracy estimate available here.
 LO0970
 LO0970.Click photographs - Photos may exist for this station.
 LO0970
 LO0970.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0970
 LO0970. The following values were computed from the NAD 83(1994) position.
 LO0970
 LO0970;                    North         East     Units Scale Factor Converg.
 LO0970;SPC UT C     - 2,279,640.501   478,728.849   MT  1.00005646   -0 09 41.7
 LO0970;SPC UT C     - 7,479,120.54  1,570,629.57   sFT  1.00005646   -0 09 41.7
 LO0970;UTM  12      - 4,522,574.490   436,593.431   MT  0.99964948   -0 29 31.4
 LO0970
 LO0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0970!SPC UT C     -   0.99955278  x   1.00005646  =   0.99960922
 LO0970!UTM  12      -   0.99955278  x   0.99964948  =   0.99920242
 LO0970
 LO0970:                Primary Azimuth Mark                     Grid Az
 LO0970:SPC UT C     -  GRANDVIEW AZ MK RESET                    325 52 57.0
 LO0970:UTM  12      -  GRANDVIEW AZ MK RESET                    326 12 46.7
 LO0970
 LO0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3659322574(NAD 83)
 LO0970
 LO0970|---------------------------------------------------------------------|
 LO0970| PID    Reference Object                     Distance      Geod. Az  |
 LO0970|                                                           dddmmss.s |
 LO0970| LO0710 AIR BEACON 4 3 MI SE OF UPTON       APPROX.47.8 KM 0790540.7 |
 LO0970| CM4773 GRANDVIEW RM 2                       10.659 METERS 11317     |
 LO0970| CM4772 GRANDVIEW RM 1                        4.514 METERS 19333     |
 LO0970| CM4770 GRANDVIEW AZ MK                                    2193649.2 |
 LO0970| LO0996 SALT LAKE CITY ST CAPITOL DOME      APPROX.14.1 KM 2341719.5 |
 LO0970| CM4771 GRANDVIEW AZ MK RESET                              3254315.3 |
 LO0970|---------------------------------------------------------------------|
 LO0970
 LO0970                          SUPERSEDED SURVEY CONTROL
 LO0970
 LO0970  NAD 83(1993)-  40 51 06.36836(N)    111 45 08.07393(W) AD(       ) 1
 LO0970  NAD 83(1986)-  40 51 06.35635(N)    111 45 08.06437(W) AD(       ) 1
 LO0970  NAD 27      -  40 51 06.55158(N)    111 45 05.30763(W) AD(       ) 1
 LO0970  NGVD 29 (07/19/86) 2866.9    (m)         9406.     (f) VERT ANG       
 LO0970
 LO0970.Superseded values are not recommended for survey control.
 LO0970
 LO0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0970.See file dsdata.pdf to determine how the superseded data were derived.
 LO0970
 LO0970_MARKER: DS = TRIANGULATION STATION DISK
 LO0970_SETTING: 66 = SET IN ROCK OUTCROP
 LO0970_STAMPING: GRANDVIEW 1938
 LO0970_MARK LOGO: CGS
 LO0970_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0970+STABILITY: POSITION/ELEVATION WELL
 LO0970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0970+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2002
 LO0970
 LO0970  HISTORY     - Date     Condition        Report By
 LO0970  HISTORY     - 1938     MONUMENTED       CGS
 LO0970  HISTORY     - 1950     SEE DESCRIPTION  USGS
 LO0970  HISTORY     - 1962     GOOD             CGS
 LO0970  HISTORY     - 1973     GOOD             NGS
 LO0970  HISTORY     - 20021013 GOOD             INDIV
 LO0970
 LO0970                          STATION DESCRIPTION
 LO0970
 LO0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 LO0970'ABOUT 9 MILES AIRLINE NORTHEAST OF SALT LAKE CITY, UTAH, AND
 LO0970'ABOUT 7 MILES SOUTHEAST OF BOUNTIFUL ON A HIGH, ROCKY PEAK
 LO0970'KNOWN LOCALLY AS GRAND VIEW PEAK.  IT IS THE HIGHEST POINT ON
 LO0970'A HIGH ROCKY RIDGE RUNNING NORTHWEST TO SOUTHEAST.
 LO0970'
 LO0970'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LO0970'BEDROCK AS DESCRIBED.
 LO0970'
 LO0970'REFERENCE MARK NO. 1 IS SOUTH OF AND ABOUT 2 FEET LOWER IN
 LO0970'ELEVATION THAN THE STATION.  REFERENCE MARK NO. 2 IS EAST OF
 LO0970'AND ABOUT 10 FEET LOWER IN ELEVATION THAN THE STATION.
 LO0970'
 LO0970'AZIMUTH MARK IS ABOUT 2 MILES AIRLINE SOUTH BY WEST OF THE
 LO0970'STATION AND ABOUT 2500 FEET LOWER IN ELEVATION.  IT IS A
 LO0970'STANDARD DISK SET IN CONCRETE IN THE TOP OF A 3-INCH IRON PIPE
 LO0970'SUNK SECURELY IN GROUND AND PROJECTING ABOUT 4 INCHES ABOVE
 LO0970'THE SURFACE OF THE GROUND.  IT IS SET ON TOP OF A SLAG PILE
 LO0970'IN FRONT OF AN OLD ABANDONED MINE ABOUT 100 YARDS WEST OF ROAD
 LO0970'NEAR END OF TRUCK TRAVEL.
 LO0970'
 LO0970'TO REACH STATION FROM INTERSECTION OF STATE ST. AND 2ND ST.
 LO0970'NORTH IN SALT LAKE CITY, UTAH, WHICH IS JUST SOUTH OF UTAH
 LO0970'STATE CAPITOL BLDG., GO EAST ON 2ND ST. N FOR 0.1 MILE TO E.
 LO0970'CAPITOL ST.  THENCE TURN LEFT ON EAST CAPITOL ST. AND GO FOR
 LO0970'0.3 MILE TO A FORK AT 4TH ST. N.  HERE TAKE RIGHT FORK ON A
 LO0970'GRAVEL ROAD AND GO FOR 0.8 MILE TO A FORK.  THENCE TAKE LEFT
 LO0970'FORK AND FOLLOW AN OILED ROAD FOR 3.15 MILES TO A YELLOW BRICK
 LO0970'HOUSE ON LEFT.  KEY TO GATE AT END OF OILED ROAD MAY BE
 LO0970'OBTAINED FROM PARK OFFICER RESIDING IN THIS HOUSE.  CONTINUE
 LO0970'ON OILED ROAD FOR 2.65 MILES TO A GATE AT END OF ROAD.  PASS
 LO0970'THRU GATE AND FOLLOW AN OLD ROAD THAT GOES UP RIGHTHAND
 LO0970'SIDE OF CITY CREEK FOR APPROXIMATELY 0.75 MILE, THEN PASSES
 LO0970'OVER TO LEFT HAND SIDE.  THENCE FOLLOW UP LEFT HAND SIDE
 LO0970'OF CITY CREEK TO A SMALL STREAM.  HERE ROAD TURNS LEFT UP
 LO0970'A CANYON TO AN OLD MINE ABOUT 100 YARDS TO LEFT OF ROAD AND
 LO0970'END OF TRUCK TRAVEL.  FOLLOW UP AN OLD TRAIL ABOUT ONE
 LO0970'QUARTER MILE UP MAIN RIGHTHAND CANYON, THEN TURN RIGHT
 LO0970'AND DESCEND TO BOTTOM OF DRAW.  FROM HERE FOLLOW AN OLD DIM
 LO0970'SHEEP TRAIL UP BOTTOM OF DRAW TO A WELL-DEFINED SADDLE
 LO0970'JUST LEFT OF PEAK.  KEEP TO BOTTOM OF DRAW TO AVOID BRUSH.
 LO0970'IT IS ABOUT 2-1/2 MILES FROM END OF TRUCK TRAVEL TO SADDLE.
 LO0970'TURN RIGHT AND FOLLOW A NARROW HOG BACK TO HIGHEST
 LO0970'POINT AND STATION SITE.
 LO0970
 LO0970                          STATION RECOVERY (1950)
 LO0970
 LO0970'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 LO0970'RECOVERED.
 LO0970'
 LO0970'STATION MARK--STANDARD DISK STAMPED ---GRANDVIEW 1938---, SET IN
 LO0970'A DRILL HOLE WITH CEMENT IN BEDROCK.  IT PROJECTS ABOUT 2 IN. ABOVE
 LO0970'THE GROUND SURFACE AND IS LOCATED ON HIGHEST POINT OF HILL.
 LO0970
 LO0970                          STATION RECOVERY (1962)
 LO0970
 LO0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0970'THE STATION MARK AND REFERENCE MARK 1 AND 2 WAS RECOVERED
 LO0970'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  A
 LO0970'NEW AZIMUTH MARK WAS ESTABLISHED THIS DATE.
 LO0970'
 LO0970'A COMPLETE DESCRIPTION FOLLOWS--
 LO0970'
 LO0970'THE STATION IS LOCATED ON THE HIGHEST POINT OF A ROCKY
 LO0970'NORTHWEST-SOUTHEAST RIDGE WHICH IS LOCALLY KNOWN A GRAND VIEW
 LO0970'PEAK.  IT IS 9 MILES NORTHEAST OF SALT LAKE CITY AND 7 MILES
 LO0970'SOUTHEAST OF BOUNTIFUL.
 LO0970'
 LO0970'TO REACH FROM THE INTERSECTION OF STATE STREET AND 2ND STREET
 LO0970'NORTH IN SALT LAKE CITY, WHICH IS JUST SOUTH OF UTAH STATE
 LO0970'CAPITOL BUILDING, GO EAST ON 2ND STREET NORTH FOR 0.1 MILE
 LO0970'TO EAST CAPITOL STREET.  THENCE TURN LEFT NORTH ON EAST CAPITOL
 LO0970'STREET FOR 0.3 MILE TO A THREE-WAY FORK AT 4TH STREET NORTH.
 LO0970'TAKE THE RIGHT FORK FOR 0.85 MILE TO A T-ROAD, TURN LEFT THROUGH
 LO0970'A GATE AND FOLLOW SURFACED ROAD FOR 0.15 MILE TO A LOCKED
 LO0970'GATE AND A HOUSE ON THE LEFT.  (THIS HOUSE IS WHERE KEYS
 LO0970'MAYBE OBTAINED FOR THE LOCKED GATES.) CONTINUE UP CITY CREEK
 LO0970'CANYON ON A SURFACED ROAD FOR 3.25 MILES TO A LOCKED GATE AT
 LO0970'THE NORTHEAST CORNER OF THE CITY CREEK WATER PLANT, PASS
 LO0970'THROUGH AND FOLLOW THE SURFACED ROAD FOR 1.35 MILES TO
 LO0970'SIGN ON THE LEFT ENTERING SALT LAKE ROTARY PARK WELCOME.
 LO0970'CONTINUE FOR 0.6 MILE TO A PICNIC AREA ON THE LEFT.
 LO0970'CONTINUE AHEAD FOR 0.1 MILE TO A LOCKED CABLE ACROSS THE
 LO0970'ROAD.  PASS THROUGH AND CONTINUE FOR 0.45 MILE TO A WOODEN
 LO0970'BRIDGE, CROSS OVER AND CONTINUE FOR 0.85 MILE TO A
 LO0970'TRIANGLE BLAZE ON THE LEFT SIDE OF THE ROAD AND END OF TRUCK
 LO0970'TRAVEL.  HERE PACK LEFT, NORTH ON OLD TRAIL FOR ABOUT 100
 LO0970'YARDS TO AN OLD MINE ON THE LEFT.  THEN FOLLOW ALONG THE
 LO0970'BOTTOM OF THE DRAW (COTTONWOOD GULCH) FOLLOWING GAME
 LO0970'TRAILS NORTHEAST FOR ABOUT 2-1/2 MILES TO A HIGH SADDLE
 LO0970'AND THE AZIMUTH MARK.  HERE TURN RIGHT AND FOLLOW ALONG THE
 LO0970'RIDGE FOR ABOUT 1/4 MILE TO THE HIGHEST POINT AND THE
 LO0970'STATION.  FROM END OF TRUCK TRAVEL YOU GAIN ABOUT 3000
 LO0970'FEET IN ELEVATION.  IT IS A 4-1/2 HOUR PACK.
 LO0970'
 LO0970'THE STATION MARK IS A STANDARD DISK, STAMPED GRAND VIEW 1938,
 LO0970'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE SURFACE
 LO0970'OF THE GROUND.
 LO0970'
 LO0970'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRAND VIEW NO 1
 LO0970'1938, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 LO0970'SURFACE OF THE GROUND.  IT IS 2 FEET LOWER THAN THE STATION
 LO0970'MARK.
 LO0970'
 LO0970'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRAND VIEW NO 2
 LO0970'1938, CEMENTED IN A DRILL HOLE IN BEDROCK PROJECTING 8 INCHES.
 LO0970'IT IS 10 FEET LOWER THAN THE STATION MARK.
 LO0970'
 LO0970'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GRAND VIEW 1938
 LO0970'RESET 1962, CEMENTED IN A DRILL HOLE IN BEDROCK PROJECTING
 LO0970'2 FEET.  IT IS 2 FEET SOUTH OF A CAIRN.
 LO0970
 LO0970                          STATION RECOVERY (1973)
 LO0970
 LO0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0970'RM 1 TO RM 2 NO MEASUREMENT DUE TO BOULDERS.
 LO0970'
 LO0970'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF SALT LAKE, 7.5
 LO0970'MILES EAST OF INTERSTATE HIGHWAY 15, 7 MILES SOUTHEAST OF BOUNTIFUL
 LO0970'AND ON A HIGH ROCKY PEAK KNOWN AS GRAND VIEW PEAK.  ITS ON THE
 LO0970'HIGHEST POINT OF A ROCKY RIDGE RUNNING NORTHWEST TO SOUTHEAST.
 LO0970'
 LO0970'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LO0970'RECOVERED IN GOOD CONDITION.  DISTANCES AND DIRECTIONS TO THE MARKS
 LO0970'COMPARED WITH OLD 1962 DATA.
 LO0970'
 LO0970'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 LO0970'
 LO0970'THE STATION WAS REACHED BY HELICOPTER.  IT CAN BE LANDED ON THE
 LO0970'NORTHWEST PART OF RIDGE.  FROM HERE PACK SOUTHEAST TO HIGHEST POINT
 LO0970'AND STATION AS DESCRIBED.
 LO0970'
 LO0970'STATION MARK IS A STANDARD DISK STAMPED GRANDVIEW 1938, SET IN A
 LO0970'DRILL HOLE WITH CEMENT IN BEDROCK.  IT PROJECTS ABOUT 2 INCHES ABOVE
 LO0970'THE GROUND SURFACE AND IS LOCATED ON HIGHEST POINT OF HILL.
 LO0970'
 LO0970'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GRANDVIEW NO 1 1938,
 LO0970'CEMENTED IN A DRILL HOLE IN BEDROCK.  ITS ABOUT 2 FEET LOWER IN
 LO0970'ELEVATION THAN THE STATION.
 LO0970'
 LO0970'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GRANDVIEW NO 2 1938,
 LO0970'CEMENTED IN A DRILL HOLE IN BEDROCK.  ITS 8 FEET LOWER IN ELEVATION
 LO0970'THAN THE STATION.
 LO0970'
 LO0970'AZIMUTH MARK IS A STANDARD DISK STAMPED GRANDVIEW 1938 RESET 1962,
 LO0970'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS 3 FEET
 LO0970'ABOVE GROUND SURFACE.  IT IS 1 FOOT SOUTHWEST OF A CAIRN.
 LO0970'
 LO0970'TO REACH THE AZIMUTH MARK FROM STATION, PACK NORTHWEST ABOUT 0.25
 LO0970'MILE DOWNHILL TO THE MARK AS DESCRIBED ABOVE.
 LO0970'
 LO0970'HEIGHT OF LIGHT ABOVE STATION MARK 5.3 FEET.
 LO0970'
 LO0970'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO0970'ABOUT 9 MILES NORTHEAST OF SALT LAKE.
 LO0970
 LO0970                          STATION RECOVERY (2002)
 LO0970
 LO0970'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DGS)
 LO0970'GRANDVIEW STATION MARK RECOVERED IN GOOD CONDITION.  BOTH REFERENCE
 LO0970'MARKS AND THE AZIMUTH MARK WERE ALSO RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0370 ***********************************************************************
 KN0370  DESIGNATION -  GRANGER 2
 KN0370  PID         -  KN0370
 KN0370  STATE/COUNTY-  UT/CARBON
 KN0370  COUNTRY     -  US
 KN0370  USGS QUAD   -  SCOFIELD (2017)
 KN0370
 KN0370                         *CURRENT SURVEY CONTROL
 KN0370  ______________________________________________________________________
 KN0370* NAD 83(1994) POSITION- 39 44 53.31355(N) 111 13 21.04507(W)   ADJUSTED
 KN0370* NAVD 88 ORTHO HEIGHT -  2821.4   (meters)     9257.    (feet) VERTCON3
 KN0370  ______________________________________________________________________
 KN0370  GEOID HEIGHT    -        -15.931 (meters)                     GEOID18
 KN0370  LAPLACE CORR    -          2.51  (seconds)                    DEFLEC18
 KN0370  HORZ ORDER      -  THIRD
 KN0370
 KN0370.The horizontal coordinates were established by classical geodetic methods
 KN0370.and adjusted by the National Geodetic Survey in November 1997.
 KN0370
 KN0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0370
 KN0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0370.GEOID18 height accuracy estimate available here.
 KN0370
 KN0370.Click photographs - Photos may exist for this station.
 KN0370
 KN0370.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0370
 KN0370. The following values were computed from the NAD 83(1994) position.
 KN0370
 KN0370;                    North         East     Units Scale Factor Converg.
 KN0370;SPC UT C     - 2,157,106.752   523,780.135   MT  0.99989996   +0 10 39.9
 KN0370;SPC UT C     - 7,077,107.74  1,718,435.33   sFT  0.99989996   +0 10 39.9
 KN0370;UTM  12      - 4,399,827.795   480,936.793   MT  0.99960447   -0 08 32.2
 KN0370
 KN0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0370!SPC UT C     -   0.99956007  x   0.99989996  =   0.99946007
 KN0370!UTM  12      -   0.99956007  x   0.99960447  =   0.99916471
 KN0370
 KN0370:                Primary Azimuth Mark                     Grid Az
 KN0370:SPC UT C     -  CH 7                                     236 43 10.6
 KN0370:UTM  12      -  CH 7                                     237 02 22.7
 KN0370
 KN0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ8093699827(NAD 83)
 KN0370
 KN0370|---------------------------------------------------------------------|
 KN0370| PID    Reference Object                     Distance      Geod. Az  |
 KN0370|                                                           dddmmss.s |
 KN0370| KN0373 CH 7                                APPROX. 4.4 KM 2365350.5 |
 KN0370|---------------------------------------------------------------------|
 KN0370
 KN0370                          SUPERSEDED SURVEY CONTROL
 KN0370
 KN0370  NAD 83(1993)-  39 44 53.30775(N)    111 13 21.04021(W) AD(       ) 3
 KN0370  NAD 83(1986)-  39 44 53.30195(N)    111 13 21.03902(W) AD(       ) 3
 KN0370  NAD 27      -  39 44 53.43863(N)    111 13 18.41160(W) AD(       ) 3
 KN0370  NGVD 29 (07/19/86) 2820.0    (m)         9252.     (f) VERT ANG       
 KN0370
 KN0370.Superseded values are not recommended for survey control.
 KN0370
 KN0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0370.See file dsdata.pdf to determine how the superseded data were derived.
 KN0370
 KN0370_MARKER: DD = SURVEY DISK
 KN0370_SETTING: 66 = SET IN ROCK OUTCROP
 KN0370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0370+STABILITY: POSITION/ELEVATION WELL
 KN0370
 KN0370  HISTORY     - Date     Condition        Report By
 KN0370  HISTORY     - 1964     MONUMENTED       USGS
 KN0370
 KN0370                          STATION DESCRIPTION
 KN0370
 KN0370'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 KN0370'LOCATED ABOUT 15 MI. AIR ESE. OF INDIANOLA 14 MI. NE. OF FAIRVIEW
 KN0370'ABOUT 6.7 MI. SW. OF SCOFIELD RESERVOIR DAM, ON GRANGER RIDGE ON THE
 KN0370'N. HILL OF TWO WHICH IS CLEAR TO THE W.
 KN0370'
 KN0370'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 91 AND 31 IN FAIRVIEW,
 KN0370'TAKE STATE HIGHWAY 31 E. FOR 15.3 MI. TO JAMES CANYON RD., THEN NE.
 KN0370'2.3 MI. ON JAMES CANYON RD. TO WINTERS QUARTERS RIDGE RD. THEN N. 7.3
 KN0370'MI. TO CROSSROADS AND BEAN RIDGE SIGN, TAKE E. FORK 0.1 MI. TO GRANGER
 KN0370'RIDGE RD., THEN FOLLOW GRANGER RIDGE RD. N. AND E. 3.1 MI. TO SMALL
 KN0370'SADDLE.  STATION IS ABOUT 550 FT. N. ON HIGHEST POINT.
 KN0370'
 KN0370'STATION MARK - STANDARD TABLET STAMPED ---GRANGER 2 1964--- CEMENTED
 KN0370'IN ROCK OUTCROP.
 KN0370'
 KN0370'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.1
 KN0370'1964--- CEMENTED IN ROCK OUTCROP, 49.22 FT. FROM STATION MARK,
 KN0370'S 41 DEG 05 MIN W.
 KN0370'
 KN0370'REFERENCE MARK NO.2 STANDARD REFERENCE MARK TABLET STAMPED ---2---
 KN0370'CEMENTED IN ROCK OUTCROP, 60.28 FT. FROM STATION MARK,
 KN0370'N 72 DEG 13 MIN W.
 KN0370'
 KN0370'NOTE - REFERENCE MARK NO.2 IS THE REFERENCE MARK OF ORIGINAL GRANGER
 KN0370'HOWEVER REFERENCE MARK NO.1 AND STATION MARK COULD NOT BE FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0522 ***********************************************************************
 JO0522  DESIGNATION -  GRANITE
 JO0522  PID         -  JO0522
 JO0522  STATE/COUNTY-  UT/BEAVER
 JO0522  COUNTRY     -  US
 JO0522  USGS QUAD   -  BEARSKIN MOUNTAIN (2017)
 JO0522
 JO0522                         *CURRENT SURVEY CONTROL
 JO0522  ______________________________________________________________________
 JO0522* NAD 83(1994) POSITION- 38 22 58.29664(N) 112 48 53.05663(W)   ADJUSTED
 JO0522* NAVD 88 ORTHO HEIGHT -  2921.5   (meters)     9585.    (feet) VERTCON3
 JO0522  ______________________________________________________________________
 JO0522  GEOID HEIGHT    -        -20.258 (meters)                     GEOID18
 JO0522  LAPLACE CORR    -          5.08  (seconds)                    DEFLEC18
 JO0522  HORZ ORDER      -  THIRD
 JO0522
 JO0522.The horizontal coordinates were established by classical geodetic methods
 JO0522.and adjusted by the National Geodetic Survey in June 1998.
 JO0522
 JO0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0522
 JO0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0522.GEOID18 height accuracy estimate available here.
 JO0522
 JO0522.Click photographs - Photos may exist for this station.
 JO0522
 JO0522.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0522
 JO0522. The following values were computed from the NAD 83(1994) position.
 JO0522
 JO0522;                    North         East     Units Scale Factor Converg.
 JO0522;SPC UT S     - 3,191,283.298   385,129.382   MT  1.00000583   -0 48 19.9
 JO0522;SPC UT S     -10,470,068.62  1,263,545.31   sFT  1.00000583   -0 48 19.9
 JO0522;UTM  12      - 4,249,854.419   341,496.629   MT  0.99990940   -1 07 37.3
 JO0522
 JO0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0522!SPC UT S     -   0.99954499  x   1.00000583  =   0.99955082
 JO0522!UTM  12      -   0.99954499  x   0.99990940  =   0.99945443
 JO0522
 JO0522:                Primary Azimuth Mark                     Grid Az
 JO0522:SPC UT S     -  SLOPE                                    086 44 56.4
 JO0522:UTM  12      -  SLOPE                                    087 04 13.8
 JO0522
 JO0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH4149649854(NAD 83)
 JO0522
 JO0522|---------------------------------------------------------------------|
 JO0522| PID    Reference Object                     Distance      Geod. Az  |
 JO0522|                                                           dddmmss.s |
 JO0522| JO0520 SLOPE                               APPROX. 5.4 KM 0855636.5 |
 JO0522|---------------------------------------------------------------------|
 JO0522
 JO0522                          SUPERSEDED SURVEY CONTROL
 JO0522
 JO0522  NAD 83(1986)-  38 22 58.29266(N)    112 48 53.05329(W) AD(       ) 3
 JO0522  NAD 27      -  38 22 58.40550(N)    112 48 50.23448(W) AD(       ) 3
 JO0522  NGVD 29 (07/19/86) 2920.1    (m)         9580.     (f) VERT ANG       
 JO0522
 JO0522.Superseded values are not recommended for survey control.
 JO0522
 JO0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0522.See file dsdata.pdf to determine how the superseded data were derived.
 JO0522
 JO0522_MARKER: DD = SURVEY DISK
 JO0522_SETTING: 66 = SET IN ROCK OUTCROP
 JO0522_STAMPING: GRANITE 1904 1957
 JO0522_MARK LOGO: USGS
 JO0522_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0522+STABILITY: POSITION/ELEVATION WELL
 JO0522
 JO0522  HISTORY     - Date     Condition        Report By
 JO0522  HISTORY     - 1904     MONUMENTED       USGS
 JO0522
 JO0522                          STATION DESCRIPTION
 JO0522
 JO0522'DESCRIBED BY US GEOLOGICAL SURVEY 1904
 JO0522'LOCATED ABOUT 11 MI. E. OF MILFORD, 600 FT. S. OF HIGHEST POINT OF
 JO0522'MINERAL MOUNTAINS, AT JUNCTION OF RIDGE NE. WITH MAIN N-S. RIDGE, 27
 JO0522'FT. NW. AND 2 FT. LOWER THAN HIGHEST ROCK IN VICINITY.
 JO0522'
 JO0522'TO REACH FROM JUNCTION OF U.S. HIGHWAY 91 AND STATE HIGHWAY 21 IN
 JO0522'BEAVER, DRIVE W. ON STATE HIGHWAY 21 FOR 4.8 MI. TO SIDE RD. AT SLIGHT
 JO0522'ANGLE TO RIGHT, FOLLOW THIS RD. 4.3 MI. TO T-RD., TURN RIGHT (N.) AND
 JO0522'FOLLOW GRADED RD. 8.3 MI. TO CROSSROADS, TURN LEFT (W.) AND FOLLOW RD.
 JO0522'2.3 MI. TO END ON TOP MAIN RIDGE (FOUR-WHEEL DRIVE NECESSARY), GO S.
 JO0522'ALONG RIDGE FOR 0.5 MI. AND END TRUCK TRAVEL.  PACK S. AND W. ALONG
 JO0522'RIDGE TO JUNCTION WITH N-S. RIDGE AND STATION.  (ABOUT THE LAST 0.5
 JO0522'MI. KEEP ON N. SIDE OF RIDGE AND AT BASE OF ROCK POINTS.  NEAR THE
 JO0522'TOP THERE IS A CHUTE LEADING TO A SLOPING ROCK SHELF THAT IS
 JO0522'ACCESIBLE AND LEADS TO THE TOP.)  ABOUT 3 HOUR PACK.
 JO0522'
 JO0522'STATION WAS ALSO APPROACHED FROM W. SIDE AT MILFORD BY DRIVING E.
 JO0522'FROM MILFORD TO END OF RD. AT ROCK CORRAL.  (WELL KNOWN PICNIC AREA),
 JO0522'THEN PACK N. TO FIRST MAIN CANYON, THEN E. UP MAIN CANYON TO TOP.  A
 JO0522'4 HOUR STEEP HARD CLIMB.
 JO0522'
 JO0522'STATION MARK--STANDARD TABLET, STAMPED ---GRANITE 1904 1957---,
 JO0522'CEMENTED IN TOP OF SHARP ROCK.
 JO0522'
 JO0522'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---RM
 JO0522'NO 1 1957---, CEMENTED IN N. END OF ROUNDED BOULDER, 2.6 FT. LOWER
 JO0522'THAN STATION MARK.
 JO0522'
 JO0522'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---RM
 JO0522'NO 2 1957---, CEMENTED IN S. END OF SAME BOULDER AS RM NO 1.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0479 ***********************************************************************
 KO0479  DESIGNATION -  GRANITE
 KO0479  PID         -  KO0479
 KO0479  STATE/COUNTY-  UT/JUAB
 KO0479  COUNTRY     -  US
 KO0479  USGS QUAD   -  GRANITE MOUNTAIN (2017)
 KO0479
 KO0479                         *CURRENT SURVEY CONTROL
 KO0479  ______________________________________________________________________
 KO0479* NAD 83(1994) POSITION- 39 36 21.18457(N) 113 41 39.25795(W)   ADJUSTED
 KO0479* NAVD 88 ORTHO HEIGHT -  1979.9   (meters)     6496.    (feet) VERTCON3
 KO0479  ______________________________________________________________________
 KO0479  GEOID HEIGHT    -        -19.435 (meters)                     GEOID18
 KO0479  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 KO0479  HORZ ORDER      -  THIRD
 KO0479
 KO0479.The horizontal coordinates were established by classical geodetic methods
 KO0479.and adjusted by the National Geodetic Survey in November 1997.
 KO0479
 KO0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0479
 KO0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0479.GEOID18 height accuracy estimate available here.
 KO0479
 KO0479.Click photographs - Photos may exist for this station.
 KO0479
 KO0479.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0479
 KO0479. The following values were computed from the NAD 83(1994) position.
 KO0479
 KO0479;                    North         East     Units Scale Factor Converg.
 KO0479;SPC UT C     - 2,143,587.876   311,589.220   MT  0.99990677   -1 24 20.1
 KO0479;SPC UT C     - 7,032,754.56  1,022,272.30   sFT  0.99990677   -1 24 20.1
 KO0479;UTM  12      - 4,387,484.247   268,687.792   MT  1.00025879   -1 43 06.0
 KO0479
 KO0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0479!SPC UT C     -   0.99969252  x   0.99990677  =   0.99959932
 KO0479!UTM  12      -   0.99969252  x   1.00025879  =   0.99995123
 KO0479
 KO0479:                Primary Azimuth Mark                     Grid Az
 KO0479:SPC UT C     -  PARTOUN                                  210 24 41.1
 KO0479:UTM  12      -  PARTOUN                                  210 43 27.0
 KO0479
 KO0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ6868787484(NAD 83)
 KO0479
 KO0479|---------------------------------------------------------------------|
 KO0479| PID    Reference Object                     Distance      Geod. Az  |
 KO0479|                                                           dddmmss.s |
 KO0479| KO0480 PARTOUN                             APPROX. 8.8 KM 2090021.0 |
 KO0479|---------------------------------------------------------------------|
 KO0479
 KO0479                          SUPERSEDED SURVEY CONTROL
 KO0479
 KO0479  NAD 83(1986)-  39 36 21.17868(N)    113 41 39.25666(W) AD(       ) 3
 KO0479  NAD 27      -  39 36 21.38079(N)    113 41 36.30044(W) AD(       ) 3
 KO0479  NGVD 29 (07/19/86) 1978.8    (m)         6492.     (f) VERT ANG       
 KO0479
 KO0479.Superseded values are not recommended for survey control.
 KO0479
 KO0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0479.See file dsdata.pdf to determine how the superseded data were derived.
 KO0479
 KO0479_MARKER: DD = SURVEY DISK
 KO0479_SETTING: 66 = SET IN ROCK OUTCROP
 KO0479_STAMPING: GRANITE 1959
 KO0479_MARK LOGO: USGS
 KO0479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0479+STABILITY: POSITION/ELEVATION WELL
 KO0479
 KO0479  HISTORY     - Date     Condition        Report By
 KO0479  HISTORY     - 1959     MONUMENTED       USGS
 KO0479
 KO0479                          STATION DESCRIPTION
 KO0479
 KO0479'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 KO0479'LOCATED ABOUT 9.5 MI. SE. OF TROUT CREEK, ABOUT 14.5 MI. W. OF SAND
 KO0479'PASS, AND ABOUT 19.0 MI. NE. OF WARM CREEK RANCH (AIRLINE), ON TOP
 KO0479'OF SMALL RANGE OF HILLS LYING BETWEEN TWO LARGER RANGES.
 KO0479'
 KO0479'TO REACH FROM GARRISON, UTAH, DRIVE N. ALONG GRAVEL RD. 8.0 MI. TO
 KO0479'U.S. HIGHWAYS 6 AND 50, CONTINUE N. ON MAIN GRAVEL RD. 12.3 MI. TO A
 KO0479'T-RD. E. BETWEEN TWO GROUPS OF TREES, TURN RIGHT (E.)(ROBINSON RANCH)
 KO0479'AND DRIVE 21.2 MI. E. THROUGH COWBOY PASS TO A GRAVEL RD. N., TURN
 KO0479'LEFT, DRIVE 14.0 MI. TO A TANK AND PUMP AT A SHEARING PEN.  TURN LEFT,
 KO0479'TAKE RIGHT RD. 0.1 MI. TO LARGE WASH, TURN NW. AND DRIVE UP WASH 4.0
 KO0479'MI. TO A DIM TRACK RD. JUST PAST SOME LARGE BOULDERS, TURN W. AND
 KO0479'FOLLOW TRACK RD. 1.5 MI. TO MOUTH OF CANYON, FOLLOW WASH UP CANYON
 KO0479'2.2 MI. TO Y-FORK AT TREE, TAKE RIGHT FORK, GO 0.7 MI. TO END OF
 KO0479'TRUCK TRAVEL (4-WHEEL DRIVE).  HIKE UP RIDGE TO HIGHEST POINT AND
 KO0479'STATION.  A 20 MINUTE PACK.
 KO0479'
 KO0479'STATION MARK--STANDARD TABLET, STAMPED ---GRANITE 1959---, AND
 KO0479'CEMENTED IN ROCK OUTCROP.
 KO0479'
 KO0479'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, CEMENTED IN ROCK 28.08
 KO0479'FT. FROM STATION MARK, S 29 DEG W.
 KO0479'
 KO0479'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, CEMENTED IN ROCK 16.17
 KO0479'FT. FROM STATION MARK, N 52 DEG 50 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0871 ***********************************************************************
 LO0871  DESIGNATION -  GRANITE
 LO0871  PID         -  LO0871
 LO0871  STATE/COUNTY-  UT/SALT LAKE
 LO0871  COUNTRY     -  US
 LO0871  USGS QUAD   -  DRAPER (2017)
 LO0871
 LO0871                         *CURRENT SURVEY CONTROL
 LO0871  ______________________________________________________________________
 LO0871* NAD 83(1994) POSITION- 40 34 23.45623(N) 111 49 04.65542(W)   ADJUSTED
 LO0871* NAVD 88 ORTHO HEIGHT -  1536.    (meters)     5039.    (feet) SCALED
 LO0871  ______________________________________________________________________
 LO0871  GEOID HEIGHT    -        -16.702 (meters)                     GEOID18
 LO0871  LAPLACE CORR    -         17.03  (seconds)                    DEFLEC18
 LO0871  HORZ ORDER      -  FIRST
 LO0871
 LO0871.The horizontal coordinates were established by classical geodetic methods
 LO0871.and adjusted by the National Geodetic Survey in November 1997.
 LO0871
 LO0871.The orthometric height was scaled from a topographic map.
 LO0871
 LO0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0871.GEOID18 height accuracy estimate available here.
 LO0871
 LO0871.Click photographs - Photos may exist for this station.
 LO0871
 LO0871.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0871
 LO0871. The following values were computed from the NAD 83(1994) position.
 LO0871
 LO0871;                    North         East     Units Scale Factor Converg.
 LO0871;SPC UT C     - 2,248,721.241   473,077.113   MT  0.99998179   -0 12 13.2
 LO0871;SPC UT C     - 7,377,679.60  1,552,087.16   sFT  0.99998179   -0 12 13.2
 LO0871;UTM  12      - 4,491,699.451   430,766.113   MT  0.99965900   -0 31 55.3
 LO0871
 LO0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0871!SPC UT C     -   0.99976172  x   0.99998179  =   0.99974352
 LO0871!UTM  12      -   0.99976172  x   0.99965900  =   0.99942080
 LO0871
 LO0871:                Primary Azimuth Mark                     Grid Az
 LO0871:SPC UT C     -  GRANITE AZ MK                            291 34 31.1
 LO0871:UTM  12      -  GRANITE AZ MK                            291 54 13.2
 LO0871
 LO0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK3076691699(NAD 83)
 LO0871
 LO0871|---------------------------------------------------------------------|
 LO0871| PID    Reference Object                     Distance      Geod. Az  |
 LO0871|                                                           dddmmss.s |
 LO0871| CM4774 GRANITE RM 1                         17.252 METERS 16502     |
 LO0871| LO0873 GRANITE 2                            20.008 METERS 24054     |
 LO0871| CM4775 GRANITE RM 2                         17.833 METERS 27315     |
 LO0871| LP0405 UNIVERSITY UTAH TV KUED MAST        APPROX.29.3 KM 2773858.3 |
 LO0871| LO0894 GRANITE AZ MK                       APPROX. 2.2 KM 2912217.9 |
 LO0871| LP0357 BACCHUS AF PLANT 81 TANK            APPROX.21.9 KM 2990518.5 |
 LO0871| LO0935 MURRAY BUEHNER CO N STACK           APPROX.11.3 KM 3261846.2 |
 LO0871| LO0930 MURRAY RADIO STATION KMUR MAST      APPROX.12.4 KM 3305347.6 |
 LO0871| LO0931 SOUTH SALT LAKE VITRO CHEM STK      APPROX.16.1 KM 3315729.1 |
 LO0871| LO0991 SALT LAKE CITY UT PWR CEN STK       APPROX.23.6 KM 3365031.7 |
 LO0871| LO0937 SOUTH SALT LAKE MUNICIPAL TANK      APPROX.17.2 KM 3375028.7 |
 LO0871| LO0994 SALT LAKE CITY HOTEL UTAH FLAG      APPROX.22.7 KM 3442006.6 |
 LO0871| LO0996 SALT LAKE CITY ST CAPITOL DOME      APPROX.23.4 KM 3452050.5 |
 LO0871| LO1004 SALT LAKE CITY W MICROWAVE TWR      APPROX.26.6 KM 3452201.6 |
 LO0871| LO0993 SALT LAKE LDS CHILD HOSP STACK      APPROX.23.5 KM 3465045.7 |
 LO0871|---------------------------------------------------------------------|
 LO0871
 LO0871                          SUPERSEDED SURVEY CONTROL
 LO0871
 LO0871  NAD 83(1993)-  40 34 23.45621(N)    111 49 04.65465(W) AD(       ) 1
 LO0871  NAD 83(1986)-  40 34 23.44458(N)    111 49 04.64815(W) AD(       ) 1
 LO0871  NAD 27      -  40 34 23.62937(N)    111 49 01.89225(W) AD(       ) 1
 LO0871
 LO0871.Superseded values are not recommended for survey control.
 LO0871
 LO0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0871.See file dsdata.pdf to determine how the superseded data were derived.
 LO0871
 LO0871_MARKER: DS = TRIANGULATION STATION DISK
 LO0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0871_STAMPING: GRANITE 1962
 LO0871_MARK LOGO: CGS
 LO0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0871+STABILITY: SURFACE MOTION
 LO0871
 LO0871  HISTORY     - Date     Condition        Report By
 LO0871  HISTORY     - 1962     MONUMENTED       CGS
 LO0871  HISTORY     - 1967     GOOD             USGS
 LO0871  HISTORY     - 1972     GOOD             NGS
 LO0871
 LO0871                          STATION DESCRIPTION
 LO0871
 LO0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0871'THE STATION IS LOCATED ON A BENCH ON THE EAST SIDE OF THE
 LO0871'VALLEY.  IT IS 3/4 MILE SOUTHWEST OF GRANITE, 3-3/4 MILES EAST
 LO0871'OF U.S. HIGHWAY 91 AND 13-3/4 MILES SOUTH SOUTHEAST OF THE
 LO0871'CAPITOL IN SALT LAKE CITY.
 LO0871'
 LO0871'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 91 AND 9400 SOUTH
 LO0871'STREET, GO EAST ON 9400 SOUTH STREET FOR 1.0 MILE TO A STOP
 LO0871'STREET.  CONTINUE EAST ON 9400 SOUTH STREET FOR 1.6 MILES TO
 LO0871'THE AZIMUTH MARK ON THE LEFT, NORTH SIDE OF THE ROAD.  CONTINUE
 LO0871'EAST FOR 1.4 MILE TO A BLADED ROAD RIGHT.  TURN RIGHT, SOUTH
 LO0871'THEN EAST ON A DIRT ROAD FOR 0.4 MILE TO THE STATION ON THE
 LO0871'LEFT, NORTH SIDE OF THE ROAD.
 LO0871'
 LO0871'THE STATION MARK IS A STANDARD DISK, STAMPED GRANITE 1962,
 LO0871'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 LO0871'4 INCHES.  IT IS 2.3 FEET SOUTH OF A FENCE, 5.4 FEET WEST OF
 LO0871'A WITNESS POST AND 32.5 FEET NORTH OF THE CENTERLINE OF THE
 LO0871'BLADED ROAD.
 LO0871'
 LO0871'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRANITE NO 1 1962,
 LO0871'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 LO0871'3 INCHES.  IT IS 2 FEET SOUTHWEST OF WATER AQUEDUCT POST AND
 LO0871'21 FEET SOUTH OF THE CENTERLINE OF THE BLADED ROAD.  THE MARK
 LO0871'IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 LO0871'
 LO0871'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRANITE NO 2 1962,
 LO0871'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 LO0871'4 INCHES.  IT IS 1 FOOT SOUTH OF THE FENCE AND 37 FEET NORTH
 LO0871'OF THE CENTERLINE OF THE BLADED ROAD.  THE MARK IS ABOUT
 LO0871'THE SAME ELEVATION AS THE STATION MARK.
 LO0871'
 LO0871'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GRANITE 1962, SET
 LO0871'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5
 LO0871'INCHES.  IT IS 1.6 FEET EAST OF A WITNESS POST, 6 FEET WEST
 LO0871'OF A POWER LINE POLE AND 32 FEET NORTH OF THE CENTERLINE OF
 LO0871'9400 SOUTH STREET.
 LO0871
 LO0871                          STATION RECOVERY (1967)
 LO0871
 LO0871'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LO0871'RECOVERED.
 LO0871'
 LO0871'STATION MARK--STANDARD DISK, STAMPED ---GRANITE 1962---, SET IN
 LO0871'THE TOP OF A 12 IN. SQUARE CONCRETE POST PROJECTING 4 IN.
 LO0871
 LO0871                          STATION RECOVERY (1972)
 LO0871
 LO0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LO0871'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 LO0871'MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 LO0871'THE STATION MARK AND REFERENCE MARK 2 WERE IN THE WAY OF
 LO0871'STREET CONSTRUCTION AND THE STATION WAS MOVED AT THIS TIME.
 LO0871'
 LO0871'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LO0871'
 LO0871'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MILE
 LO0871'SOUTHWEST OF GRANITE
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0873 ***********************************************************************
 LO0873  CBN         -  This is a Cooperative Base Network Control Station.
 LO0873  DESIGNATION -  GRANITE 2
 LO0873  PID         -  LO0873
 LO0873  STATE/COUNTY-  UT/SALT LAKE
 LO0873  COUNTRY     -  US
 LO0873  USGS QUAD   -  DRAPER (2017)
 LO0873
 LO0873                         *CURRENT SURVEY CONTROL
 LO0873  ______________________________________________________________________
 LO0873* NAD 83(2011) POSITION- 40 34 23.14367(N) 111 49 05.39953(W)   ADJUSTED
 LO0873* NAD 83(2011) ELLIP HT-  1519.873 (meters)        (06/27/12)   ADJUSTED
 LO0873* NAD 83(2011) EPOCH   -  2010.00
 LO0873* NAVD 88 ORTHO HEIGHT -  1536.6   (meters)     5041.    (feet) GPS OBS
 LO0873  ______________________________________________________________________
 LO0873  NAVD 88 orthometric height was determined with geoid model    GEOID09
 LO0873  GEOID HEIGHT    -        -16.678 (meters)                     GEOID09
 LO0873  GEOID HEIGHT    -        -16.703 (meters)                     GEOID18
 LO0873  NAD 83(2011) X  - -1,803,570.444 (meters)                     COMP
 LO0873  NAD 83(2011) Y  - -4,505,104.657 (meters)                     COMP
 LO0873  NAD 83(2011) Z  -  4,127,517.203 (meters)                     COMP
 LO0873  LAPLACE CORR    -         17.00  (seconds)                    DEFLEC18
 LO0873
 LO0873  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LO0873  Standards:
 LO0873         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LO0873            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LO0873  -------------------------------------------------------------------
 LO0873  NETWORK    0.83   1.80           0.37   0.30   0.92     -0.06633256
 LO0873  -------------------------------------------------------------------
 LO0873  Click here for local accuracies and other accuracy information.
 LO0873
 LO0873.The horizontal coordinates were established by GPS observations
 LO0873.and adjusted by the National Geodetic Survey in June 2012.
 LO0873
 LO0873.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LO0873.been affixed to the stable North American tectonic plate. See 
 LO0873.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LO0873
 LO0873.The horizontal coordinates are valid at the epoch date displayed above
 LO0873.which is a decimal equivalence of Year/Month/Day.
 LO0873
 LO0873.The orthometric height was determined by GPS observations and a
 LO0873.high-resolution geoid model.
 LO0873
 LO0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0873.GEOID18 height accuracy estimate available here.
 LO0873
 LO0873.Click photographs - Photos may exist for this station.
 LO0873
 LO0873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LO0873
 LO0873.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0873
 LO0873.The ellipsoidal height was determined by GPS observations
 LO0873.and is referenced to NAD 83.
 LO0873
 LO0873. The following values were computed from the NAD 83(2011) position.
 LO0873
 LO0873;                    North         East     Units Scale Factor Converg.
 LO0873;SPC UT C     - 2,248,711.663   473,059.577   MT  0.99998177   -0 12 13.7
 LO0873;SPC UT C     - 7,377,648.18  1,552,029.63   sFT  0.99998177   -0 12 13.7
 LO0873;UTM  12      - 4,491,689.976   430,748.528   MT  0.99965903   -0 31 55.8
 LO0873
 LO0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0873!SPC UT C     -   0.99976164  x   0.99998177  =   0.99974341
 LO0873!UTM  12      -   0.99976164  x   0.99965903  =   0.99942075
 LO0873
 LO0873:                Primary Azimuth Mark                     Grid Az
 LO0873:SPC UT C     -  CHERRY                                   192 22 28.1
 LO0873:UTM  12      -  CHERRY                                   192 42 10.2
 LO0873
 LO0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK3074891689(NAD 83)
 LO0873
 LO0873|---------------------------------------------------------------------|
 LO0873| PID    Reference Object                     Distance      Geod. Az  |
 LO0873|                                                           dddmmss.s |
 LO0873| LO0871 GRANITE                              20.008 METERS 06054     |
 LO0873| CM4777 GRANITE 2 RM 4                       21.035 METERS 09525     |
 LO0873| CM4774 GRANITE RM 1                                       10732     |
 LO0873| LO0872 CHERRY                              APPROX. 6.7 KM 1921014.4 |
 LO0873| LO0880 SANDY WHITE CITY WATER CO E TK      APPROX. 1.0 KM 2715113.6 |
 LO0873| LO0894 GRANITE AZ MK                       APPROX. 2.2 KM 2914604.7 |
 LO0873| LP0357 BACCHUS AF PLANT 81 TANK            APPROX.21.9 KM 2990758.7 |
 LO0873| CM4776 GRANITE 2 RM 3                       15.255 METERS 35952     |
 LO0873|---------------------------------------------------------------------|
 LO0873
 LO0873                          SUPERSEDED SURVEY CONTROL
 LO0873
 LO0873  NAD 83(2007)-  40 34 23.14335(N)    111 49 05.40027(W) AD(2002.00) 0
 LO0873  ELLIP H (02/10/07) 1519.886  (m)                       GP(2002.00)    
 LO0873  NAD 83(1994)-  40 34 23.14281(N)    111 49 05.39966(W) AD(       ) A
 LO0873  ELLIP H (06/28/00) 1519.906  (m)                       GP(       ) 4 1
 LO0873  NAD 83(1994)-  40 34 23.14076(N)    111 49 05.39867(W) AD(       ) 1
 LO0873  NAD 83(1993)-  40 34 23.14074(N)    111 49 05.39790(W) AD(       ) 1
 LO0873  NAD 83(1986)-  40 34 23.12911(N)    111 49 05.39141(W) AD(       ) 1
 LO0873  NAD 27      -  40 34 23.31304(N)    111 49 02.63613(W) AD(       ) 1
 LO0873  NAVD 88 (06/28/00) 1536.6    (m)  GEOID99  model used  GPS OBS        
 LO0873  NGVD 29 (07/19/86) 1535.2    (m)         5037.     (f) VERT ANG       
 LO0873
 LO0873.Superseded values are not recommended for survey control.
 LO0873
 LO0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0873.See file dsdata.pdf to determine how the superseded data were derived.
 LO0873
 LO0873_MARKER: DH = HORIZONTAL CONTROL DISK
 LO0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0873_STAMPING: GRANITE 2 1972 1979
 LO0873_MARK LOGO: NGS
 LO0873_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LO0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0873+STABILITY: SURFACE MOTION
 LO0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0873+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1999
 LO0873
 LO0873  HISTORY     - Date     Condition        Report By
 LO0873  HISTORY     - 1972     MONUMENTED       NGS
 LO0873  HISTORY     - 1973     SEE DESCRIPTION  NGS
 LO0873  HISTORY     - 1979     POOR             NGS
 LO0873  HISTORY     - 19990614 GOOD             SLCS
 LO0873
 LO0873                          STATION DESCRIPTION
 LO0873
 LO0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LO0873'THE STATION IS LOCATED ON A BENCH ON THE EAST SIDE OF THE VALLEY
 LO0873'13-3/4 MILES SOUTH-SOUTHEAST OF THE CAPITAL BUILDING IN SALT
 LO0873'LAKE CITY, 4 MILES EAST OF SANDY AND 3/4 MILE SOUTHWEST OF
 LO0873'GRANITE.
 LO0873'
 LO0873'THE STATION MARK IS A STANDARD DISK STAMPED, GRANITE 2 1972.
 LO0873'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 LO0873'PROJECTS 1 INCH, AT THE SOUTHWEST CORNER OF THE INTERSECTION
 LO0873'OF 2 NEW STREETS.  IT IS ON THE SOUTH RIGHT OF WAY LINE OF THE
 LO0873'STREET AND SUB-DIVISION.  1-1/2 FEET EAST OF A WITNESS POST
 LO0873'AND SIGN.
 LO0873'
 LO0873'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, GRANITE NO 1
 LO0873'1962.  IT IS SET IN THE TOP OF A 12 INCH SQUARE MONUMENT WHICH
 LO0873'PROJECTS 3 INCHES.  IT IS ABOUT 8 FEET SOUTH OF THE RIGHT OF
 LO0873'WAY LINE IN AN OLD FENCE LINE.
 LO0873'
 LO0873'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, GRANITE 2 NO 3
 LO0873'1972.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 LO0873'WHICH PROJECTS 5 INCHES.  IT IS IN THE NORTHWEST CORNER OF THE
 LO0873'INTERSECTION, 1 FOOT SOUTH OF A WITNESS POST AND SIGN.
 LO0873'
 LO0873'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, GRANITE 1962.
 LO0873'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 LO0873'PROJECTS 5 INCHES, 32 FEET NORTH OF THE HIGHWAY AND 6 FEET
 LO0873'WEST OF A POWER POLE.
 LO0873'
 LO0873'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 LO0873'89 AND UTAH STATE HIGHWAY 209 IN SANDY, GO EAST ALONG 209 FOR
 LO0873'1.0 MILE TO THE INTERSECTION OF UTAH STATE HIGHWAY 71, CONTINUE
 LO0873'AHEAD ALONG 209 FOR 1.5 MILES TO THE AZIMUTH MARK ON THE LEFT
 LO0873'ON THE EAST SLOPE OF A HILL, CONTINUE AHEAD FOR 1.5 MILES TO
 LO0873'A SIDE ROAD RIGHT LEADING INTO A HOUSING AREA.  TURN RIGHT
 LO0873'FOR 0.15 MILE TO A SIDE ROAD RIGHT, TURN RIGHT FOR 0.15 MILE
 LO0873'TO A T-INTERSECTION AND THE STATION.
 LO0873'
 LO0873'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LO0873
 LO0873                          STATION RECOVERY (1973)
 LO0873
 LO0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0873'THE UNDERGROUND STATION MARK, REFERENCE MARK 3, AND THE
 LO0873'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  A NEW
 LO0873'SURFACE STATION MARK WAS SET AND A NEW REFERENCE MARK 4
 LO0873'ESTABLISHED.  THE MEASUREMENTS TO REFERENCE MARK 3 CHECKED
 LO0873'THE 1972 OBSERVATIONS.  THE AZIMUTH MARK IS NO LONGER VISIBLE
 LO0873'FROM THE GROUND AT THE STATION.  A COMPLETE DESCRIPTION
 LO0873'FOLLOWS--
 LO0873'
 LO0873'THE STATION IS LOCATED 7 MILES SOUTH-SOUTHEAST OF MURRAY,
 LO0873'6.5 MILES EAST OF SOUTH JORDAN, 2.5 MILES WEST OF THE MOUTH
 LO0873'OF LITTLE COTTONWOOD CANYON AND NEXT TO THE SIDEWALK IN A VACANT
 LO0873'LOT SOUTHWEST OF THE INTERSECTION OF GRANITE VIEW DRIVE
 LO0873'AND 9800 SOUTH STREET.
 LO0873'
 LO0873'TO REACH THE STATION FROM THE INTERSECTION OF STATE STREET AND
 LO0873'9400 SOUTH STREET (STATE HIGHWAY 209) IN SANDY GO EAST ON
 LO0873'9400 SOUTH STREET FOR 0.9 MILE TO A CROSSROAD AT STATE
 LO0873'HIGHWAY 71.  CONTINUE EAST ON 9400 SOUTH STREET FOR 1.6 MILES
 LO0873'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON 9400 SOUTH
 LO0873'STREET FOR 1.3 MILES TO MT. JORDAN ROAD ON THE RIGHT.  TURN
 LO0873'RIGHT AND GO SOUTH AND EAST 0.1 MILE TO GRANITE VIEW DRIVE ON
 LO0873'THE RIGHT.  TURN RIGHT AND GO SOUTH ON GRANITE VIEW DRIVE
 LO0873'0.1 MILE TO A T-INTERSECTION AT 9800 SOUTH STREET AND THE
 LO0873'STATION ABOUT 80 FEET SOUTHWEST OF THE INTERSECTION.
 LO0873'
 LO0873'THE STATION MARK IS A STANDARD DISK STAMPED GRANITE 2 1972 1973
 LO0873'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 LO0873'MONUMENT 3 INCHES BELOW GROUND SURFACE.  IT IS 70 FEET SOUTHWEST
 LO0873'OF THE STREET SIGNPOST IN THE NORTHWEST CORNER OF THE
 LO0873'INTERSECTION, 4 FEET NORTH OF A METAL WITNESS POST WITH SIGN,
 LO0873'AND 1 FOOT SOUTH OF THE SOUTH EDGE OF THE CEMENT SIDEWALK
 LO0873'ALONG THE SOUTH SIDE OF 9800 SOUTH STREET.
 LO0873'
 LO0873'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GRANITE 2 NO 3
 LO0873'1972 CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL
 LO0873'CONCRETE MONUMENT SET FLUSH WITH THE GROUND SURFACE.  IT IS
 LO0873'55 FEET WEST OF THE STREET SIGNPOST IN THE NORTHWEST CORNER OF THE
 LO0873'INTERSECTION, 26 FEET NORTH OF THE CENTER OF 9800 SOUTH STREET,
 LO0873'AND 1 FOOT WEST OF A METAL WITNESS POST WITH SIGN.
 LO0873'
 LO0873'REFERENCE MARK NUMBER 4 IS A STANDARD DISK STAMPED GRANITE
 LO0873'2 NO 4 1972 1973 CEMENTED IN THE TOP OF A 12-INCH DIAMETER
 LO0873'CYLINDRICAL CONCRETE MONUMENT SET FLUSH WITH THE GROUND SURFACE.
 LO0873'IT IS 70 FEET EAST OF THE WITNESS POST AT THE STATION, 52.5 FEET
 LO0873'SOUTH-SOUTHEAST OF THE STREET SIGNPOST IN THE NORTHWEST CORNER
 LO0873'OF THE INTERSECTION, AND 3 FEET SOUTH OF THE SOUTH EDGE OF THE
 LO0873'CEMENT SIDEWALK ALONG THE SOUTH SIDE OF 9800 SOUTH STREET.
 LO0873'
 LO0873'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRANITE 1962 CEMENTED
 LO0873'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT SET FLUSH WITH
 LO0873'THE GROUND SURFACE.  IT IS 32 FEET NORTH OF THE CENTER OF 9400
 LO0873'SOUTH STREET, 5.5 FEET SOUTH OF A POWERLINE POLE WITH CIRCUIT
 LO0873'BREAKERS, 2.5 FEET SOUTH OF AN OLD FENCE LINE, AND 1.5 FEET
 LO0873'EAST OF A METAL WITNESS POST WITH SIGN.
 LO0873'
 LO0873'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO0873'4.5 MILES EAST-SOUTHEAST OF SANDY.
 LO0873
 LO0873                          STATION RECOVERY (1979)
 LO0873
 LO0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LO0873'STATION SUBSURFACE, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND ARE IN
 LO0873'GOOD CONDITION, STATION SURFACE MARK WAS FOUND BUT HAD BEEN HIT AND
 LO0873'WAS OUT OF POSITION, AZIMUTH MARK WAS NOT FOUND AND DUE TO NEW
 LO0873'HOUSING DEVELOPMENT NO SUITABLE PLACE TO SET NEW MARK.  A NEW STATION
 LO0873'SURFACE MARK WAS ESTABLISHED AT THIS TIME.  LOCATION OF STATION AND
 LO0873'ROUTE TO STATION WAS FOUND TO ADEQUATE.
 LO0873'
 LO0873'STATION MARK IS A STANDARD STATION MARK DISK STAMPED---GRANITE 2
 LO0873'1972 1979--- SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 LO0873'THE GROUND, 25 FEET SOUTH OF APPROXIMATE CENTER OF 9800 SOUTH, 1.2
 LO0873'FEET SOUTH OF THE SOUTH EDGE OF AN EAST-WEST SIDEWALK, 1.4 FEET WEST
 LO0873'OF A METAL WITNESS POST.
 LO0873'
 LO0873'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---GRANITE 2 NO 3
 LO0873'1972--- SET IN THE TOP OF A ROUND CONCRETE MONUMENT ABOUT 2 INCHES
 LO0873'BELOW THE GROUND, 54.2 FEET WEST OF A STREET SIGN POST IN NORTHWEST
 LO0873'ANGLE OF 9800 SOUTH AND GRANITE VIEW DRIVE INTERSECTION, 25 FEET SOUTH
 LO0873'OF THE SOUTHEAST CORNER OF A HOUSE AND 1.2 FEET NORTH OF THE NORTH
 LO0873'EDGE OF A SIDEWALK.
 LO0873'
 LO0873'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---GRANITE 2 NO 4 1972
 LO0873'1973--- 33.7 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE INTERSECTION,
 LO0873'3.2 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK.
 LO0873
 LO0873                          STATION RECOVERY (1999)
 LO0873
 LO0873'RECOVERY NOTE BY SALT LAKE COUNTY SURVEYOR 1999 (DW)
 LO0873'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0894 ***********************************************************************
 LO0894  DESIGNATION -  GRANITE AZ MK
 LO0894  PID         -  LO0894
 LO0894  STATE/COUNTY-  UT/SALT LAKE
 LO0894  COUNTRY     -  US
 LO0894  USGS QUAD   -  DRAPER (2017)
 LO0894
 LO0894                         *CURRENT SURVEY CONTROL
 LO0894  ______________________________________________________________________
 LO0894* NAD 83(1994) POSITION- 40 34 49.95533(N) 111 50 33.50196(W)   ADJUSTED
 LO0894* NAVD 88 ORTHO HEIGHT -  1459.    (meters)     4787.    (feet) SCALED
 LO0894  ______________________________________________________________________
 LO0894  GEOID HEIGHT    -        -16.863 (meters)                     GEOID18
 LO0894  LAPLACE CORR    -         12.79  (seconds)                    DEFLEC18
 LO0894  HORZ ORDER      -  SECOND
 LO0894
 LO0894.The horizontal coordinates were established by classical geodetic methods
 LO0894.and adjusted by the National Geodetic Survey in November 1997.
 LO0894
 LO0894.The orthometric height was scaled from a topographic map.
 LO0894
 LO0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0894.GEOID18 height accuracy estimate available here.
 LO0894
 LO0894.Click photographs - Photos may exist for this station.
 LO0894
 LO0894.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0894
 LO0894. The following values were computed from the NAD 83(1994) position.
 LO0894
 LO0894;                    North         East     Units Scale Factor Converg.
 LO0894;SPC UT C     - 2,249,546.330   470,990.537   MT  0.99998346   -0 13 10.2
 LO0894;SPC UT C     - 7,380,386.58  1,545,241.45   sFT  0.99998346   -0 13 10.2
 LO0894;UTM  12      - 4,492,536.221   428,684.973   MT  0.99966260   -0 32 53.4
 LO0894
 LO0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0894!SPC UT C     -   0.99977383  x   0.99998346  =   0.99975729
 LO0894!UTM  12      -   0.99977383  x   0.99966260  =   0.99943650
 LO0894
 LO0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2868492536(NAD 83)
 LO0894
 LO0894                          SUPERSEDED SURVEY CONTROL
 LO0894
 LO0894  NAD 83(1993)-  40 34 49.95528(N)    111 50 33.50120(W) AD(       ) 2
 LO0894  NAD 83(1986)-  40 34 49.94389(N)    111 50 33.49475(W) AD(       ) 2
 LO0894  NAD 27      -  40 34 50.12857(N)    111 50 30.73701(W) AD(       ) 2
 LO0894
 LO0894.Superseded values are not recommended for survey control.
 LO0894
 LO0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0894.See file dsdata.pdf to determine how the superseded data were derived.
 LO0894
 LO0894_MARKER: DZ = AZIMUTH MARK DISK
 LO0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0894_STAMPING: GRANITE 1962
 LO0894_MARK LOGO: CGS
 LO0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0894+STABILITY: SURFACE MOTION
 LO0894
 LO0894  HISTORY     - Date     Condition        Report By
 LO0894  HISTORY     - 1972     MONUMENTED       NGS
 LO0894  HISTORY     - 1973     GOOD             NGS
 LO0894  HISTORY     - 20020106 MARK NOT FOUND   SLCS
 LO0894
 LO0894                          STATION DESCRIPTION
 LO0894
 LO0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 LO0894'THE STATION MARK IS A STANDARD DISK STAMPED, GRANITE 1962.
 LO0894'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 LO0894'PROJECTS 5 INCHES, 32 FEET NORTH OF THE HIGHWAY AND 6 FEET
 LO0894'WEST OF A POWER POLE.
 LO0894'
 LO0894'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 LO0894'89 AND UTAH STATE HIGHWAY 209 IN SANDY, GO EAST ALONG 209 FOR
 LO0894'1.0 MILE TO THE INTERSECTION OF UTAH STATE HIGHWAY 71, CONTINUE
 LO0894'AHEAD ALONG 209 FOR 1.5 MILES TO THE AZIMUTH MARK ON THE LEFT
 LO0894'ON THE EAST SLOPE OF A HILL.
 LO0894
 LO0894                          STATION RECOVERY (1973)
 LO0894
 LO0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0894'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1972.  THE
 LO0894'ROUTE TO THE STATION DESCRIBED IN 1972 IS STILL VALID.  THE LINE OF
 LO0894'SIGHT TO STATION GRANITE 2 IS NOW BLOCKED BY NEW HOUSE
 LO0894'CONSTRUCTION.
 LO0894'
 LO0894'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 89 AND
 LO0894'UTAH STATE HIGHWAY 209 IN SANDY, GO EAST ALONG 209 FOR 1.0 MILE TO
 LO0894'THE INTERSECTION OF UTAH STATE HIGHWAY 71, CONTINUE AHEAD ALONG 209
 LO0894'FOR 1.5 MILES TO THE AZIMUTH MARK ON THE LEFT ON THE EAST SLOPE OF A
 LO0894'HILL.
 LO0894'
 LO0894'THE STATION MARK IS A STANDARD DISK STAMPED GRANITE 1962 CEMENTED IN
 LO0894'THE TOP OF A 12-INCH CONCRETE MONUMENT SET FLUSH WITH THE GROUND
 LO0894'SURFACE.  IT IS 32 FEET NORTH OF THE CENTER OF 9400 SOUTH STREET, 5.5
 LO0894'FEET SOUTH OF A POWERLINE POLE WITH CIRCUIT BREAKERS, 2.5 FEET SOUTH
 LO0894'OF AN OLD FENCE LINE, AND 1.5 FEET EAST OF A METAL WITNESS POST WITH
 LO0894'SIGN.
 LO0894'
 LO0894'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO0894'2.5 MILES SOUTH-SOUTHEAST OF SANDY.
 LO0894
 LO0894                          STATION RECOVERY (2002)
 LO0894
 LO0894'RECOVERY NOTE BY SALT LAKE COUNTY SURVEYOR 2002 (DJH)
 LO0894'MONUMENT AND STANDARD DISK ARE NOT AT THIS LOCATION. 9400 SOUTH HAS
 LO0894'BEEN WIDENED. MONUMENT MUST HAVE BEEN MOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0556 ***********************************************************************
 LP0556  DESIGNATION -  GRANITE PK 2
 LP0556  PID         -  LP0556
 LP0556  STATE/COUNTY-  UT/TOOELE
 LP0556  COUNTRY     -  US
 LP0556  USGS QUAD   -  GRANITE PEAK (2017)
 LP0556
 LP0556                         *CURRENT SURVEY CONTROL
 LP0556  ______________________________________________________________________
 LP0556* NAD 83(1994) POSITION- 40 07 47.00468(N) 113 16 11.87217(W)   ADJUSTED
 LP0556* NAVD 88 ORTHO HEIGHT -  2159.3   (meters)     7084.    (feet) VERTCON3
 LP0556  ______________________________________________________________________
 LP0556  GEOID HEIGHT    -        -18.815 (meters)                     GEOID18
 LP0556  LAPLACE CORR    -          0.59  (seconds)                    DEFLEC18
 LP0556  HORZ ORDER      -  FIRST
 LP0556
 LP0556.The horizontal coordinates were established by classical geodetic methods
 LP0556.and adjusted by the National Geodetic Survey in November 1997.
 LP0556
 LP0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0556
 LP0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0556.GEOID18 height accuracy estimate available here.
 LP0556
 LP0556.Click photographs - Photos may exist for this station.
 LP0556
 LP0556.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0556
 LP0556. The following values were computed from the NAD 83(1994) position.
 LP0556
 LP0556;                    North         East     Units Scale Factor Converg.
 LP0556;SPC UT C     - 2,200,926.418   349,165.425   MT  0.99991202   -1 08 01.7
 LP0556;SPC UT C     - 7,220,872.76  1,145,553.57   sFT  0.99991202   -1 08 01.7
 LP0556;UTM  12      - 4,444,625.411   306,595.009   MT  1.00006049   -1 27 48.6
 LP0556
 LP0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0556!SPC UT C     -   0.99966433  x   0.99991202  =   0.99957638
 LP0556!UTM  12      -   0.99966433  x   1.00006049  =   0.99972480
 LP0556
 LP0556:                Primary Azimuth Mark                     Grid Az
 LP0556:SPC UT C     -  GRANLO                                   065 35 53.6
 LP0556:UTM  12      -  GRANLO                                   065 55 40.5
 LP0556
 LP0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK0659544625(NAD 83)
 LP0556
 LP0556|---------------------------------------------------------------------|
 LP0556| PID    Reference Object                     Distance      Geod. Az  |
 LP0556|                                                           dddmmss.s |
 LP0556| CM4779 GRANITE PK 2 RM 2                     7.259 METERS 03615     |
 LP0556| LP0543 GRANLO                              APPROX. 2.8 KM 0642751.9 |
 LP0556| CM4778 GRANITE PK 2 RM 1                     7.734 METERS 19420     |
 LP0556|---------------------------------------------------------------------|
 LP0556
 LP0556                          SUPERSEDED SURVEY CONTROL
 LP0556
 LP0556  NAD 83(1986)-  40 07 46.99601(N)    113 16 11.85935(W) AD(       ) 1
 LP0556  NAD 27      -  40 07 47.21198(N)    113 16 08.92720(W) AD(       ) 1
 LP0556  NGVD 29 (07/19/86) 2158.2    (m)         7081.     (f) VERT ANG       
 LP0556
 LP0556.Superseded values are not recommended for survey control.
 LP0556
 LP0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0556.See file dsdata.pdf to determine how the superseded data were derived.
 LP0556
 LP0556_MARKER: DD = SURVEY DISK
 LP0556_SETTING: 66 = SET IN ROCK OUTCROP
 LP0556_STAMPING: GRANITE PEAK NO 2 1953
 LP0556_MARK LOGO: USGS
 LP0556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0556+STABILITY: POSITION/ELEVATION WELL
 LP0556
 LP0556  HISTORY     - Date     Condition        Report By
 LP0556  HISTORY     - 1953     MONUMENTED       USGS
 LP0556  HISTORY     - 1965     GOOD             CGS
 LP0556
 LP0556                          STATION DESCRIPTION
 LP0556
 LP0556'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 LP0556'LOCATED ABOUT 16.6 MI. W. OF CAMELS BACK RIDGE AND 14.1 MI. N. OF
 LP0556'DUGWAY RANGE (AIRLINE DISTANCES), ON HIGH POINT OF GRANITE MTN.
 LP0556'ABOUT 4 HOUR PACK FROM E. SIDE.
 LP0556'
 LP0556'STATION MARK--STANDARD TABLET, STAMPED ---GRANITE PEAK NO 2 1953---,
 LP0556'CEMENTED IN ROCK OUTCROP.
 LP0556'
 LP0556'REFERENCE MARK NO. 1--STANDARD RM TABLET, STAMPED ---NO 1 1953---,
 LP0556'CEMENTED IN ROCK OUTCROP, 26.15 FT. FROM STATION MARK.
 LP0556'
 LP0556'REFERENCE MARK NO. 2--STANDARD RM TABLET, STAMPED ---NO 2 1953---,
 LP0556'CEMENTED IN ROCK OUTCROP, 24.12 FT. FROM STATION MARK.
 LP0556
 LP0556                          STATION RECOVERY (1965)
 LP0556
 LP0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0556'THE STATION IS LOCATED ON THE NORTH 1 OF THREE PEAKS OF THE
 LP0556'VERY PROMINENT GRANITE MOUNTAIN.  IT IS 30-1/2 MILES AIRLINE
 LP0556'EAST OF GOLD HILL, 29 MILES NORTHEAST OF CALLAO AND 19 MILES
 LP0556'WEST OF THE DITTO TECHNICAL CENTER AT DUGWAY PROVING GROUNDS.
 LP0556'
 LP0556'THE STATION WAS VISITED BY HELICOPTER AT THIS TIME.  IT WAS
 LP0556'REPORTED LOCALLY THAT THE STATION HAD BEEN CLIMBED TO AND
 LP0556'THAT IT TOOK 8 HOURS TO MAKE THE PACK.
 LP0556'
 LP0556'THE STATION MARK IS A U.S. GEOLOGICAL STATION MARK STAMPED
 LP0556'GRANITE PEAK 2 1953.  IT IS SET IN A DRILL HOLE IN BEDROCK
 LP0556'ON A SMALL PEAK WHICH APPEARS TO BE ABOUT 0.1 MILE NORTH OF
 LP0556'THE HIGHEST PEAK OF THE MOUNTAIN.  A DURABLE TARGET WAS
 LP0556'CABLED OVER THE STATION MARK.
 LP0556'
 LP0556'REFERENCE MARK 1 IS A U.S. GEOLOGICAL REFERENCE MARK DISK
 LP0556'STAMPED NO 1 1953.  IT IS SET IN A DRILL HOLE IN BEDROCK
 LP0556'WHICH IS ABOUT 8 FEET LOWER THAN THE STATION.
 LP0556'
 LP0556'REFERENCE MARK 2 IS A U.S. GEOLOGICAL REFERENCE MARK DISK
 LP0556'STAMPED NO 2 1953.  IT IS SET IN A DRILL HOLE IN BEDROCK WHICH
 LP0556'IS ABOUT 2 FEET LOWER THAN THE STATION.
 LP0556'
 LP0556'A PLAIN UNSTAMPED DISK WAS RECOVERED ON THE SUMMIT AND CUT
 LP0556'IN AT THIS TIME.
 LP0556'
 LP0556'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0543 ***********************************************************************
 LP0543  DESIGNATION -  GRANLO
 LP0543  PID         -  LP0543
 LP0543  STATE/COUNTY-  UT/TOOELE
 LP0543  COUNTRY     -  US
 LP0543  USGS QUAD   -  DUGWAY PROVING GROUND NW (2017)
 LP0543
 LP0543                         *CURRENT SURVEY CONTROL
 LP0543  ______________________________________________________________________
 LP0543* NAD 83(1994) POSITION- 40 08 26.53491(N) 113 14 24.02009(W)   ADJUSTED
 LP0543* NAVD 88 ORTHO HEIGHT -  1450.0   (meters)     4757.    (feet) VERTCON3
 LP0543  ______________________________________________________________________
 LP0543  GEOID HEIGHT    -        -18.854 (meters)                     GEOID18
 LP0543  LAPLACE CORR    -         -4.09  (seconds)                    DEFLEC18
 LP0543  HORZ ORDER      -  FIRST
 LP0543
 LP0543.The horizontal coordinates were established by classical geodetic methods
 LP0543.and adjusted by the National Geodetic Survey in November 1997.
 LP0543
 LP0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0543
 LP0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0543.GEOID18 height accuracy estimate available here.
 LP0543
 LP0543.Click photographs - Photos may exist for this station.
 LP0543
 LP0543.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0543
 LP0543. The following values were computed from the NAD 83(1994) position.
 LP0543
 LP0543;                    North         East     Units Scale Factor Converg.
 LP0543;SPC UT C     - 2,202,095.244   351,741.884   MT  0.99991302   -1 06 52.6
 LP0543;SPC UT C     - 7,224,707.48  1,154,006.50   sFT  0.99991302   -1 06 52.6
 LP0543;UTM  12      - 4,445,779.552   309,178.519   MT  1.00004827   -1 26 40.2
 LP0543
 LP0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0543!SPC UT C     -   0.99977555  x   0.99991302  =   0.99968859
 LP0543!UTM  12      -   0.99977555  x   1.00004827  =   0.99982380
 LP0543
 LP0543:                Primary Azimuth Mark                     Grid Az
 LP0543:SPC UT C     -  GRANLO AZ MK                             169 53 49.8
 LP0543:UTM  12      -  GRANLO AZ MK                             170 13 37.4
 LP0543
 LP0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK0917845779(NAD 83)
 LP0543
 LP0543|---------------------------------------------------------------------|
 LP0543| PID    Reference Object                     Distance      Geod. Az  |
 LP0543|                                                           dddmmss.s |
 LP0543| CM4781 GRANLO RM 1                          10.114 METERS 04427     |
 LP0543| CM4780 GRANLO AZ MK                                       1684657.2 |
 LP0543| CM4782 GRANLO RM 2                          16.395 METERS 21555     |
 LP0543|---------------------------------------------------------------------|
 LP0543
 LP0543                          SUPERSEDED SURVEY CONTROL
 LP0543
 LP0543  NAD 83(1986)-  40 08 26.52652(N)    113 14 24.00723(W) AD(       ) 1
 LP0543  NAD 27      -  40 08 26.74181(N)    113 14 21.07844(W) AD(       ) 1
 LP0543  NGVD 29 (07/19/86) 1448.9    (m)         4754.     (f) VERT ANG       
 LP0543
 LP0543.Superseded values are not recommended for survey control.
 LP0543
 LP0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0543.See file dsdata.pdf to determine how the superseded data were derived.
 LP0543
 LP0543_MARKER: DS = TRIANGULATION STATION DISK
 LP0543_SETTING: 66 = SET IN ROCK OUTCROP
 LP0543_STAMPING: GRANLO 1965
 LP0543_MARK LOGO: CGS
 LP0543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0543+STABILITY: POSITION/ELEVATION WELL
 LP0543
 LP0543  HISTORY     - Date     Condition        Report By
 LP0543  HISTORY     - 1965     MONUMENTED       CGS
 LP0543
 LP0543                          STATION DESCRIPTION
 LP0543
 LP0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0543'THE STATION IS LOCATED ON THE DUGWAY PROVING GROUNDS.  IT
 LP0543'IS ON THE HIGHEST POINT OF A PROMINENT RIDGE WHICH CONNECTS
 LP0543'WITH GRANITE MOUNTAIN.  IT IS 31 MILES AIRLINE EAST OF GOLD
 LP0543'HILL, 30-1/2 MILES NORTHEAST OF CALLAO AND 2 MILES NORTHEAST
 LP0543'OF GRANITE MOUNTAIN.
 LP0543'
 LP0543'TO REACH THE STATION FROM THE DITTO TECHNICAL CENTER AT DUGWAY,
 LP0543'GO WEST FOR 1.8 MILES TO A GUARD GATE AND A FORK.  TAKE THE
 LP0543'LEFT FORK AND GO WEST AND NORTHWEST ALONG STARK ROAD FOR 15
 LP0543'MILES TO X-RAY ROAD.  TURN LEFT AND GO WEST FOR 0.85 MILE
 LP0543'TO A CROSSROAD.  TURN LEFT AND GO SOUTH TOWARD THE END OF
 LP0543'THE RIDGE A SHORT DISTANCE TO A TRACK ROAD RIGHT, TURN RIGHT
 LP0543'AND FOLLOW THE DIM TRACKS ALONG THE BASE OF THE RIDGE FOR
 LP0543'ABOUT 0.25 MILE.  PACK TO THE TOP OF THE RIDGE AND THE
 LP0543'STATION.  ABOUT A 20 MINUTE PACK.
 LP0543'
 LP0543'THE STATION MARK IS A STANDARD DISK STAMPED GRANLO 1965.  IT
 LP0543'IS SET IN A DRILL HOLE ON THE HIGHEST POINT OF THE RIDGE.
 LP0543'
 LP0543'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GRANLO NO 1 1965.
 LP0543'IT IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH
 LP0543'PROJECTS ABOUT 2 FEET.  IT IS ON THE RIDGE AND ABOUT 2 FEET
 LP0543'LOWER THAN THE STATION.
 LP0543'
 LP0543'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GRANLO NO 2 1965.
 LP0543'IT IS SET IN A DRILL HOLE IN BEDROCK ALONG THE RIDGE AND
 LP0543'IT IS ABOUT 4 FEET LOWER THAN THE STATION.
 LP0543'
 LP0543'THE AZIMUTH MARK IS 1.9 MILES SOUTH ALONG VICTORY ROAD FROM
 LP0543'STARK ROAD.  IT IS SET 83 FEET WEST OF THE ROAD ON THE OUTSIDE
 LP0543'OF A CURVE IN THE ROAD AND 3 FEET WEST OF THE WITNESS POST.
 LP0543'IT IS A STANDARD DISK STAMPED GRANLO 1965.  IT IS SET IN THE
 LP0543'TOP OF A 14 X 14 INCH CONCRETE MONUMENT WHICH PROJECTS
 LP0543'10 INCHES.
 LP0543'
 LP0543'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0431 ***********************************************************************
 LP0431  DESIGNATION -  GRANT
 LP0431  PID         -  LP0431
 LP0431  STATE/COUNTY-  UT/TOOELE
 LP0431  COUNTRY     -  US
 LP0431  USGS QUAD   -  GRANTSVILLE (2017)
 LP0431
 LP0431                         *CURRENT SURVEY CONTROL
 LP0431  ______________________________________________________________________
 LP0431* NAD 83(1994) POSITION- 40 35 58.07666(N) 112 25 05.55842(W)   ADJUSTED
 LP0431* NAVD 88 ORTHO HEIGHT -  1308.    (meters)     4291.    (feet) VERTCON3
 LP0431  ______________________________________________________________________
 LP0431  GEOID HEIGHT    -        -17.602 (meters)                     GEOID18
 LP0431  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 LP0431  HORZ ORDER      -  FIRST
 LP0431
 LP0431.The horizontal coordinates were established by classical geodetic methods
 LP0431.and adjusted by the National Geodetic Survey in November 1997.
 LP0431
 LP0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0431
 LP0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0431.GEOID18 height accuracy estimate available here.
 LP0431
 LP0431.Click photographs - Photos may exist for this station.
 LP0431
 LP0431.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0431
 LP0431. The following values were computed from the NAD 83(1994) position.
 LP0431
 LP0431;                    North         East     Units Scale Factor Converg.
 LP0431;SPC UT C     - 2,251,990.932   422,282.721   MT  0.99998782   -0 35 17.5
 LP0431;SPC UT C     - 7,388,406.92  1,385,439.23   sFT  0.99998782   -0 35 17.5
 LP0431;UTM  12      - 4,495,262.057   380,005.305   MT  0.99977723   -0 55 22.9
 LP0431
 LP0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0431!SPC UT C     -   0.99979761  x   0.99998782  =   0.99978543
 LP0431!UTM  12      -   0.99979761  x   0.99977723  =   0.99957488
 LP0431
 LP0431:                Primary Azimuth Mark                     Grid Az
 LP0431:SPC UT C     -  GRANT AZ MK                              084 53 40.1
 LP0431:UTM  12      -  GRANT AZ MK                              085 13 45.5
 LP0431
 LP0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK8000595262(NAD 83)
 LP0431
 LP0431|---------------------------------------------------------------------|
 LP0431| PID    Reference Object                     Distance      Geod. Az  |
 LP0431|                                                           dddmmss.s |
 LP0431| LP0424 BEACON 61A NEAR STA LAKE POINT      APPROX.18.2 KM 0495817.1 |
 LP0431| CM4783 GRANT AZ MK                                        0841822.6 |
 LP0431| CM4784 GRANT RM 1                           15.447 METERS 09241     |
 LP0431| LP0406 INTERNATIONAL SMELTING CO STK       APPROX.17.3 KM 1083044.0 |
 LP0431| LP0447 BEACON 59 AT STOCKTON 61A           APPROX.16.3 KM 1633413.8 |
 LP0431| CM4785 GRANT RM 2                            8.578 METERS 30250     |
 LP0431| LP0434 GRANTSVILLE AIRPORT BEACON 60       APPROX. 7.4 KM 3322425.4 |
 LP0431|---------------------------------------------------------------------|
 LP0431
 LP0431                          SUPERSEDED SURVEY CONTROL
 LP0431
 LP0431  NAD 83(1993)-  40 35 58.07264(N)    112 25 05.55734(W) AD(       ) 1
 LP0431  NAD 83(1986)-  40 35 58.06743(N)    112 25 05.54799(W) AD(       ) 1
 LP0431  NAD 27      -  40 35 58.27046(N)    112 25 02.72191(W) AD(       ) 1
 LP0431  NGVD 29 (07/19/86) 1307.     (m)         4288.     (f) VERT ANG       
 LP0431
 LP0431.Superseded values are not recommended for survey control.
 LP0431
 LP0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0431.See file dsdata.pdf to determine how the superseded data were derived.
 LP0431
 LP0431_MARKER: DS = TRIANGULATION STATION DISK
 LP0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0431_STAMPING: GRANT 1938
 LP0431_MARK LOGO: CGS
 LP0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0431+STABILITY: SURFACE MOTION
 LP0431
 LP0431  HISTORY     - Date     Condition        Report By
 LP0431  HISTORY     - 1938     MONUMENTED       CGS
 LP0431  HISTORY     - 1950     GOOD             USGS
 LP0431  HISTORY     - 1980     POOR             LOCENG
 LP0431
 LP0431                          STATION DESCRIPTION
 LP0431
 LP0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 LP0431'STATION IS LOCATED 2.45 MILES DUE EAST OF GRANTSVILLE, UTAH,
 LP0431'ON THE SOUTH SIDE OF U.S. HIGHWAY 40, IN T 3 S, R 5 W.  IT
 LP0431'IS 35 FEET SOUTH OF THE CENTER OF HIGHWAY 3.5 FEET NORTH OF
 LP0431'SOUTH RIGHT-OF-WAY FENCE, 28 FEET SOUTHEAST OF THE CENTER OF
 LP0431'A CONCRETE CULVERT ABUTMENT AND ABOUT 30 FEET WEST OF THE
 LP0431'WEST END OF AN IRON CULVERT.
 LP0431'
 LP0431'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 LP0431'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 LP0431'
 LP0431'THE AZIMUTH MARK IS ABOUT 0.3 MILE EAST OF STATION, ABOUT 35
 LP0431'FEET SOUTH OF CENTER OF PAVED HIGHWAY AND ABOUT 4 FEET NORTH
 LP0431'OF FENCE LINE.
 LP0431'
 LP0431'REFERENCE MARK NO. 1 IS EAST OF STATION JUST NORTH OF FENCE
 LP0431'LINE.  REFERENCE MARK NO. 2 IS WNW OF STATION IN THE TOP
 LP0431'CENTER OF SOUTH CONCRETE CULVERT ABUTMENT.
 LP0431'
 LP0431'STATION IS REACHED FROM THE POST OFFICE IN GRANTSVILLE BY GOING
 LP0431'EAST ON U.S. HIGHWAY 40 2.05 MILES TO JUNCTION OF UTAH 112.  THENCE
 LP0431'CONTINUE EAST ON U.S. 40 0.4 MILE TO STATION ON SOUTH SIDE OF ROAD.
 LP0431'
 LP0431'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 LP0431
 LP0431                          STATION RECOVERY (1950)
 LP0431
 LP0431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 LP0431'RECOVERED.
 LP0431'
 LP0431'STATION MARK--STANDARD BRONZE DISK SET IN CONCRETE.
 LP0431
 LP0431                          STATION RECOVERY (1980)
 LP0431
 LP0431'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (JDH)
 LP0431'GRANT (SURFACE)
 LP0431'
 LP0431'FOUND BUT APPEARS TO HAVE BEEN DISTURBED.  HAS VERY NOTICEABLE
 LP0431'TILT TO NORTH.
 LP0431'
 LP0431'RM 1 AND RM 2 AND AZ MK.
 LP0431'
 LP0431'NOT FOUND, POSITION OF RM 2 IS IN FILL SECTION OF NEW ROAD
 LP0431'SECTION, ABUTMENT.  MAY STILL BE IN PLACE.  CULVERT IS ABANDONED.
 LP0431'
 LP0431'HIGHWAY HAS BEEN CHANGED SINCE 1938.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0501 ***********************************************************************
 LP0501  DESIGNATION -  GRASS
 LP0501  PID         -  LP0501
 LP0501  STATE/COUNTY-  UT/TOOELE
 LP0501  COUNTRY     -  US
 LP0501  USGS QUAD   -  GRASSY MOUNTAINS (2017)
 LP0501
 LP0501                         *CURRENT SURVEY CONTROL
 LP0501  ______________________________________________________________________
 LP0501* NAD 83(1994) POSITION- 40 56 20.07195(N) 113 02 51.70223(W)   ADJUSTED
 LP0501* NAVD 88 ORTHO HEIGHT -  2011.6   (meters)     6600.    (feet) VERTCON3
 LP0501  ______________________________________________________________________
 LP0501  GEOID HEIGHT    -        -17.180 (meters)                     GEOID18
 LP0501  LAPLACE CORR    -         -4.87  (seconds)                    DEFLEC18
 LP0501  HORZ ORDER      -  FIRST
 LP0501
 LP0501.The horizontal coordinates were established by classical geodetic methods
 LP0501.and adjusted by the National Geodetic Survey in November 1997.
 LP0501
 LP0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0501
 LP0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0501.GEOID18 height accuracy estimate available here.
 LP0501
 LP0501.Click photographs - Photos may exist for this station.
 LP0501
 LP0501.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0501
 LP0501. The following values were computed from the NAD 83(1994) position.
 LP0501
 LP0501;                    North         East     Units Scale Factor Converg.
 LP0501;SPC UT C     - 2,290,415.946   369,659.694   MT  1.00008473   -0 59 29.1
 LP0501;SPC UT C     - 7,514,472.98  1,212,791.85   sFT  1.00008473   -0 59 29.1
 LP0501;UTM  12      - 4,533,994.258   327,621.540   MT  0.99996573   -1 20 31.5
 LP0501
 LP0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0501!SPC UT C     -   0.99968726  x   1.00008473  =   0.99977196
 LP0501!UTM  12      -   0.99968726  x   0.99996573  =   0.99965300
 LP0501
 LP0501:                Primary Azimuth Mark                     Grid Az
 LP0501:SPC UT C     -  GRASS AZ MK                              325 10 52.1
 LP0501:UTM  12      -  GRASS AZ MK                              325 31 54.5
 LP0501
 LP0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL2762133994(NAD 83)
 LP0501
 LP0501|---------------------------------------------------------------------|
 LP0501| PID    Reference Object                     Distance      Geod. Az  |
 LP0501|                                                           dddmmss.s |
 LP0501| MS0728 SALT LAKE PENDLETON AWY BCN 6       APPROX.66.1 KM 0241524.1 |
 LP0501| LP0496 SAN FRANCIS SALT LK AWY BN 57       APPROX.17.3 KM 1361001.9 |
 LP0501| LP0511 SAN FRANCIS SALT LK AWY BN 56       APPROX.25.8 KM 2042422.1 |
 LP0501| CM4787 GRASS RM 1                            5.996 METERS 21026     |
 LP0501| CM4786 GRASS AZ MK                                        3241123.0 |
 LP0501| CM4788 GRASS RM 2                            4.389 METERS 34706     |
 LP0501|---------------------------------------------------------------------|
 LP0501
 LP0501                          SUPERSEDED SURVEY CONTROL
 LP0501
 LP0501  NAD 83(1986)-  40 56 20.06172(N)    113 02 51.69250(W) AD(       ) 1
 LP0501  NAD 27      -  40 56 20.30264(N)    113 02 48.75820(W) AD(       ) 1
 LP0501  NGVD 29 (07/19/86) 2010.5    (m)         6596.     (f) VERT ANG       
 LP0501
 LP0501.Superseded values are not recommended for survey control.
 LP0501
 LP0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0501.See file dsdata.pdf to determine how the superseded data were derived.
 LP0501
 LP0501_MARKER: DS = TRIANGULATION STATION DISK
 LP0501_SETTING: 66 = SET IN ROCK OUTCROP
 LP0501_STAMPING: GRASS 1940
 LP0501_MARK LOGO: CGS
 LP0501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0501+STABILITY: POSITION/ELEVATION WELL
 LP0501
 LP0501  HISTORY     - Date     Condition        Report By
 LP0501  HISTORY     - 1940     MONUMENTED       CGS
 LP0501  HISTORY     - 1966     GOOD             USGS
 LP0501
 LP0501                          STATION DESCRIPTION
 LP0501
 LP0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LP0501'STATION IS ON A SHARP, CONE-SHAPED PEAK, WHICH IS THE HIGHEST
 LP0501'OF A RANGE KNOWN AS THE GRASS MOUNTAINS.  THE SUMMIT IS
 LP0501'COMPOSED OF BROWN MALPAIS ROCK AND SITS SLIGHTLY TO THE E
 LP0501'OF THE MAIN RIDGE THAT HAS A SPARSE GROWTH OF JUNIPER.  1/4
 LP0501'MILE S OF A FLAT, GRASSY SUMMIT, WHICH HAS SCATTERING JUNIPER
 LP0501'TREES ON THE TOP AND IS SLIGHTLY LOWER THAN THE STATION SITE.
 LP0501'18 MILES NW OF DELLE.  20 MILES NE OF KNOLLS.  AND 11-1/2
 LP0501'MILES NW OF LOW SERVICE STATION ON U.S. HIGHWAY 40.
 LP0501'
 LP0501'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 LP0501'DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 LP0501'
 LP0501'REFERENCE MARK NO. 1 IS ABOUT 20 FEET SW OF THE STATION,
 LP0501'SET IN BEDROCK, FLUSH WITH THE SURFACE, AND IS ABOUT 2-1/2
 LP0501'FEET LOWER THAN THE STATION.
 LP0501'
 LP0501'REFERENCE MARK NO. 2 IS ABOUT 14 FEET NNW OF THE STATION,
 LP0501'SET IN AN OUTCROP, PROJECTING ABOUT 1 FOOT ABOVE THE SURFACE,
 LP0501'AND IS ABOUT 1-1/2 FEET LOWER THAN THE STATION.
 LP0501'
 LP0501'AZIMUTH MARK IS ABOUT 1/4 MILE NW OF THE STATION AND ABOUT
 LP0501'200 FEET LOWER IN THE SADDLE BETWEEN THE STATION PEAK AND THE
 LP0501'FLAT SUMMIT TO THE N.  IT IS SET IN BEDROCK FLUSH WITH THE
 LP0501'SURFACE.
 LP0501'
 LP0501'ALL MARKS ARE STAMPED GRASS 1940.
 LP0501'
 LP0501'TO REACH FROM GRANTSVILLE, GO W ON U.S. HIGHWAY 40, 29 MILES
 LP0501'TO SHELL SERVICE STATION ON RIGHT.  CONTINUE 0.6 MILE TO
 LP0501'DIRT ROAD, ABOUT 0.1 MILE W OF RAILROAD UNDERPASS.  TURN
 LP0501'RIGHT AND FOLLOW THIS ROAD 5.7 MILES N TO TRACK ROAD ON LEFT.
 LP0501'TAKE THIS ROAD AND GO W, TOWARD STATION, 4.9 MILES.  CONTINUE
 LP0501'ALONG WASH ON DIM TRACK ROAD 0.7 TO ANOTHER ROAD, TURN RIGHT
 LP0501'AND FOLLOW MAIN ROAD 0.2 MILE TO FORK.  TAKE RIGHT FORK,
 LP0501'STRAIGHT AHEAD, AND GO 1.4 MILES.  CONTINUE STRAIGHT AHEAD,
 LP0501'CROSSING WASH, 0.5 MILE TO ANOTHER.  BEAR RIGHT ACROSS WASH
 LP0501'AND GO 0.5 MILE.  CROSS WASH AND CONTINUE IN A NORTHWESTERLY
 LP0501'AND WESTERLY DIRECTION 1.1 MILES TO SIGN ON STEEL POST
 LP0501'READING KEEP OFF...BERTNOLE BROS.  CONTINUE 0.2 MILE.  TAKE
 LP0501'LEFT FORK 0.1 MILE.  TAKE LEFT FORK, CROSSING WASH, AND
 LP0501'FOLLOW DIM ROAD 0.8 MILE TO END OF TRUCK TRAVEL AT MOUTH
 LP0501'OF DRAW, A POINT ABOUT 0.1 MILE FROM THE END OF ROAD.
 LP0501'ASCEND RIDGE TO RIGHT OF DRAW AND FOLLOW IT TO HIGHEST POINT
 LP0501'AND STATION.  (ABOUT A 1-HOUR AND 15-MINUTE PACK.)
 LP0501'
 LP0501'NOTE--THE LAST FIVE MILES OF THIS ROUTE IS BADLY CHOPPED UP
 LP0501'BY WASHES, WHICH HAVE CAUSED A MAZE OF IMPERMANENT ROADS
 LP0501'TO BE FORMED.  IF THE ABOVE DESCRIPTION CANNOT BE FOLLOWED,
 LP0501'THE OBJECT IS TO GO IN A NORTHERLY DIRECTION TOWARDS THE
 LP0501'RIDGE TO THE N SIDE OF THE STATION AND THEN TO SWING BACK
 LP0501'IN A SOUTHERLY DIRECTION, ALONG THE E SIDE OF THE STATION,
 LP0501'INTO A TINY VALLEY LYING BETWEEN THE STATION, ABOUT 1 MILE
 LP0501'W, AND A GRAY SANDSTONE BUTTE, ABOUT 1/4 MILE E.
 LP0501
 LP0501                          STATION RECOVERY (1966)
 LP0501
 LP0501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (JMW)
 LP0501'RECOVERED IN GOOD CONDITION.
 LP0501'
 LP0501'NOTE BY J.M. WEGENER, 1967--
 LP0501'
 LP0501'LOCATED ABOUT 18 MI. (AIRLINE) NW. OF DELLE.  ABOUT 12 MI.
 LP0501'NW. OF LOW.  ABOUT 22 MI. SW. OF LAKESIDE.  ON THE HIGHEST
 LP0501'TOP IN THE GRASSY MOUNTAINS.
 LP0501'
 LP0501'TO REACH FROM GRANTSVILLE POST OFFICE GO W. ON U.S. HIGHWAY
 LP0501'40 29.4 MI. TO LAKESIDE INTERCHANGE.  TAKE PAVED RD. N. TO
 LP0501'LAKESIDE 7.7 MI. TO DIRT RD. W. AT SIGN GERMAN VALLEY.  TURN
 LP0501'LEFT AND TRAVEL NW. ON MAIN-TRAVELED RD. 3.3 MI. TO RD.
 LP0501'INTERSECTION.  TAKE RIGHT FORK AND TRAVEL NE. 1.7 MI. TO RD.
 LP0501'INTERSECTION.  TAKE LEFT FORK 1.5 MI. TO RD. INTERSECTION
 LP0501'AT WELL.  TAKE RIGHT FORK AND TRAVEL W. 1.1 MI. PAST SHEEP
 LP0501'PENS TO RD. INTERSECTION.  TAKE LEFT FORK ACROSS WASH 1.3
 LP0501'MI. TO RD. INTERSECTION.  TAKE RIGHT FORK UP CANYON AND
 LP0501'THEN UP RIDGE, PAST 2 BIRD GUZZLERS, 4 MI. TO POINT ON RIDGE
 LP0501'OPPOSITE STATION.  END OF TRUCK TRAVEL.  PACK E. ACROSS
 LP0501'DRAIN AND UP RIDGE TO HIGHEST POINT AND STATION.  A
 LP0501'45-MINUTE PACK.
 LP0501'
 LP0501'NOTE--IN DRY WEATHER AND WITH 4-WHEEL DRIVE VEHICLE STATION CAN
 LP0501'BE REACHED FROM SECOND BIRD GUZZLER BY TRAVELING E. UP DRAIN
 LP0501'AND THEN UP RIDGE ABOUT 1 MI. TO POINT AT BASE OF HIGHEST
 LP0501'POINT AND STATION.  END TRUCK TRAVEL.  A 10-MINUTE PACK TO
 LP0501'HIGHEST POINT AND STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MT0732 ***********************************************************************
 MT0732  DESIGNATION -  GRASSY CAIRN
 MT0732  PID         -  MT0732
 MT0732  STATE/COUNTY-  UT/BOX ELDER
 MT0732  COUNTRY     -  US
 MT0732  USGS QUAD   -  TECOMA (2018)
 MT0732
 MT0732                         *CURRENT SURVEY CONTROL
 MT0732  ______________________________________________________________________
 MT0732* NAD 83(1994) POSITION- 41 15 52.77146(N) 114 00 57.21128(W)   ADJUSTED
 MT0732* NAVD 88 ORTHO HEIGHT -  2447.4   (meters)     8030.    (feet) VERTCON3
 MT0732  ______________________________________________________________________
 MT0732  GEOID HEIGHT    -        -16.813 (meters)                     GEOID18
 MT0732  LAPLACE CORR    -          6.68  (seconds)                    DEFLEC18
 MT0732  HORZ ORDER      -  FIRST
 MT0732
 MT0732.The horizontal coordinates were established by classical geodetic methods
 MT0732.and adjusted by the National Geodetic Survey in November 1997.
 MT0732
 MT0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0732
 MT0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 MT0732.GEOID18 height accuracy estimate available here.
 MT0732
 MT0732.Click photographs - Photos may exist for this station.
 MT0732
 MT0732.The Laplace correction was computed from DEFLEC18 derived deflections.
 MT0732
 MT0732. The following values were computed from the NAD 83(1994) position.
 MT0732
 MT0732;                    North         East     Units Scale Factor Converg.
 MT0732;SPC UT N     - 1,106,475.217   289,212.475   MT  0.99995687   -1 39 31.9
 MT0732;SPC UT N     - 3,630,160.77    948,857.93   sFT  0.99995687   -1 39 31.9
 MT0732;UTM  11      - 4,572,432.847   749,976.380   MT  1.00036911   +1 58 08.9
 MT0732;UTM  12      - 4,572,524.889   247,360.775   MT  1.00038559   -1 59 24.5
 MT0732
 MT0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0732!SPC UT N     -   0.99961890  x   0.99995687  =   0.99957579
 MT0732!UTM  11      -   0.99961890  x   1.00036911  =   0.99998787
 MT0732!UTM  12      -   0.99961890  x   1.00038559  =   1.00000434
 MT0732
 MT0732:                Primary Azimuth Mark                     Grid Az
 MT0732:SPC UT N     -  GRASSY CAIRN AZ MK                       189 04 01.9
 MT0732:UTM  11      -  GRASSY CAIRN AZ MK                       185 26 21.1
 MT0732:UTM  12      -  GRASSY CAIRN AZ MK                       189 23 54.5
 MT0732
 MT0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF4997672432(NAD 83)
 MT0732
 MT0732|---------------------------------------------------------------------|
 MT0732| PID    Reference Object                     Distance      Geod. Az  |
 MT0732|                                                           dddmmss.s |
 MT0732| MT0731 GRASSY CAIRN RM 2                     4.395 METERS 06202     |
 MT0732| DD5942 GRASSY CAIRN AZ MK                                 1872430.0 |
 MT0732| MT0734 MONTELLO LARGE ELEV BLACK TANK      APPROX.14.7 KM 2682711.5 |
 MT0732| MT0735 MONTELLO SOU PAC RR WATER TANK      APPROX.14.7 KM 2683330.1 |
 MT0732| DD5940 GRASSY CAIRN RM 1                    10.827 METERS 32234     |
 MT0732|---------------------------------------------------------------------|
 MT0732
 MT0732                          SUPERSEDED SURVEY CONTROL
 MT0732
 MT0732  NAD 83(1986)-  41 15 52.76590(N)    114 00 57.20573(W) AD(       ) 1
 MT0732  NAD 27      -  41 15 53.03790(N)    114 00 54.16961(W) AD(       ) 1
 MT0732  NGVD 29 (07/19/86) 2446.2    (m)         8026.     (f) VERT ANG       
 MT0732
 MT0732.Superseded values are not recommended for survey control.
 MT0732
 MT0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0732.See file dsdata.pdf to determine how the superseded data were derived.
 MT0732
 MT0732_MARKER: DS = TRIANGULATION STATION DISK
 MT0732_SETTING: 66 = SET IN ROCK OUTCROP
 MT0732_STAMPING: GRASSY CAIRN 1939
 MT0732_MARK LOGO: USGS
 MT0732_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0732+STABILITY: POSITION/ELEVATION WELL
 MT0732
 MT0732  HISTORY     - Date     Condition        Report By
 MT0732  HISTORY     - 1939     MONUMENTED       USGS
 MT0732  HISTORY     - 1947     GOOD             CGS
 MT0732  HISTORY     - 1967     GOOD             USGS
 MT0732
 MT0732                          STATION DESCRIPTION
 MT0732
 MT0732'DESCRIBED BY US GEOLOGICAL SURVEY 1939 (JCS)
 MT0732'THE STATION IS LOCATED ABOUT 9-1/2 MILES EAST OF MONTELLO, 8-1/2 MILES
 MT0732'SOUTHWEST OF LUCIN, AND 1-1/2 MILES EAST OF THE NEVADA-UTAH STATE
 MT0732'LINE.  JUST NORTH OF THE OLD COPPER MOUNTAIN MINING DISTRICT, ON THE
 MT0732'HIGHEST POINT OF A PROMINENT PEAK, WHICH HAS ROUGH, CEDAR-COVERED
 MT0732'SLOPES AND A BARE, GRASSY TOP, WITH A SMALL CAP OF GRAY ROCK ON THE
 MT0732'EXTREME N END OF THE PEAK.  THIS PEAK IS KNOWN LOCALLY AS COPPER
 MT0732'MOUNTAIN AND IS THE OLD CUT-IN GRASSY CAIRN.
 MT0732'
 MT0732'STATION AND REFERENCE MARKS ARE STANDARD U.S.G.S. BRONZE DISKS SET IN
 MT0732'LEDGE ROCK ON THE HIGHEST POINT OF THE PEAK, AND STAMPED GRASSY CAIRN
 MT0732'1939.
 MT0732'
 MT0732'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN DRILL HOLE IN
 MT0732'OUTCROPPING BEDROCK, AND STAMPED GRASSY 1940.
 MT0732'
 MT0732'REACHED FROM MONTELLO, BY FOLLOWING ROAD NORTHEASTERLY ALONG RAILROAD
 MT0732'1.55 MILES.  TURN RIGHT ACROSS TRACK AND TAKE MIDDLE FORK OF THREE
 MT0732'TRACK ROADS.  FOLLOW MAIN TRACK ROAD, EASTERLY, DIRECTLY TOWARD A
 MT0732'GROUP OF RANCH BUILDINGS WHICH ARE VISIBLE AT THE FOOT OF THE PEAK,
 MT0732'3.6 MILES TO U.S.G.S.  BENCH MARK G.W.M.  2 1939 (CONCRETE POST ABOUT
 MT0732'40 FEET SOUTH OF ROAD, PROJECTING 12 INCHES).  FROM HERE CONTINUE ON
 MT0732'MAIN ROAD 2.4 MILES KEEPING THE MAIN RIGHT-HAND ROAD, WHICH LEADS TO
 MT0732'TWIN POPLAR TREES AT A RANCH IN A CANYON (POPLAR TREES VISIBLE FROM
 MT0732'BENCH MARK).  CONTINUE ON MAIN ROAD 0.7 MILE TO OLD ORE LOADING BINS.
 MT0732'CONTINUE ON MAIN ROAD 0.35 MILE.  THENCE LEFT FORK UP NARROW CANYON
 MT0732'AND KEEP MAIN LEFT-HAND ROAD 1.4 MILES TO THE TOP OF A SWITCH-BACK IN
 MT0732'THE ROAD, WHERE AN OLD CABLE TRAMWAY CROSSES OVERHEAD.  END OF TRUCK
 MT0732'TRAVEL.  STATION BEARS 06 DEG (MAGNETIC) FROM THIS POINT.  PICK UP
 MT0732'TRAIL ON THIS BEARING AND FOLLOW MAIN LOWER TRAIL TO OPENING, THENCE
 MT0732'RIGHT TO SADDLE IN MAIN RIDGE AND AZIMUTH MARK IN THE MOST PROMINENT
 MT0732'ROCK OUTCROP IN THE SADDLE JUST NORTH OF THE LOWEST POINT.  TURN LEFT
 MT0732'AT AZIMUTH MARK AND FOLLOW MAIN RIDGE NORTHEASTERLY ABOUT 0.4 MILE TO
 MT0732'HIGHEST POINT AND STATION.  TOTAL PACK ABOUT 1-1/4 MILES (45 MIN).
 MT0732'
 MT0732'NOTE-DIRECTION AND DISTANCE TO REFERENCE MARK NO. 2 WERE TAKEN TO
 MT0732'POINT OF ARROW ON DISK.
 MT0732'
 MT0732'DIRECTION AND DISTANCE TO REFERENCE MARK NO. 1 WERE TAKEN TO CENTER OF
 MT0732'ARROW ON DISK.
 MT0732
 MT0732                          STATION RECOVERY (1947)
 MT0732
 MT0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FAR)
 MT0732'STATION FOUNDED AS DESCRIBED AND TO BE IN GOOD CONDITION.  A NEW
 MT0732'DESCRIPTION FOLLOWS.
 MT0732'
 MT0732'STATION IS ABOUT 9-1/2 MILES EAST OF MONTELLO, 8-1/2 MILES SOUTHWEST
 MT0732'OF LUCIN, AND 1-1/2 MILES EAST OF THE NEVADA-UTAH LINE JUST NORTH OF
 MT0732'THE OLD COPPER MOUNTAIN MINING DISTRICT, ON THE HIGHEST POINT OF A
 MT0732'PROMINENT PEAK, WHICH HAS ROUGH CEDAR COVERED SLOPES ON THE BASE AND A
 MT0732'BARE GRASSY PEAK WITH A SMALL CAP OF GRAY ROCK ON THE EXTREME N END OF
 MT0732'THE PEAK.  THIS PEAK IS LOCALLY KNOWN AS COPPER MOUNTAIN AND IS THE
 MT0732'LOW CUT-IN GRASSY CAIRN.
 MT0732'
 MT0732'STATION IS A USGS BENCH MARK STAMPED GRASSY CAIRN 1939 AND CEMENTED IN
 MT0732'A LARGE BOULDER TOP OF WHICH IS APPROXIMATELY 6 INCHES ABOVE THE
 MT0732'SURROUNDING SURFACE, AND IS ON THE HIGHEST POINT OF THE PEAK.
 MT0732'
 MT0732'REFERENCE MARK NO. 1 IS A USGS DISK SET IN A ROCK OUTCROP, TOP OF
 MT0732'WHICH IS APPROXIMATELY 3 FEET ABOVE THE SURROUNDING SURFACE.  IT IS
 MT0732'ABOUT 36 FEET NORTH-NORTHWEST OF THE STATION AND ABOUT 4 FEET BELOW.
 MT0732'IT IS STAMPED GRASSY CAIRN NO 1 1939.
 MT0732'
 MT0732'REFERENCE MARK NO. 2 IS A USGS DISK SET IN A ROCK OUTCROP, TOP OF
 MT0732'WHICH IS FLUSH WITH THE SURROUNDING SURFACE, IS ABOUT 14 FEET
 MT0732'NORTHEAST OF THE STATION AND ABOUT 1 FOOT BELOW.  IT IS STAMPED GRASSY
 MT0732'CAIRN NO 2 1939.
 MT0732'
 MT0732'AZIMUTH MARK IS STANDARD CGS DISK SET IN A ROCK OUTCROP.  NOTE 12A.
 MT0732'IT IS STAMPED GRASSY CAIRN 1940.  IT IS ABOUT 0.35 MILE SOUTH OF THE
 MT0732'STATION, ABOUT 30 YARDS NORTH OF THE LOWEST PART OF A SADDLE AND ABOUT
 MT0732'15 FEET HIGHER THAN SAME.
 MT0732'
 MT0732'TO REACH FROM MONTELLO GO NE ALONG THE RR TRACKS FOR ABOUT 1.55 MILES,
 MT0732'TURN RIGHT CROSS TRACKS AND GO ABOUT 1/4 MILES TO THREE FORKS, KEEP
 MT0732'CENTER TRACK ROAD AND GO EASTERLY ABOUT 6.0 MILES TO A RANCH ON THE
 MT0732'RIGHT, KEEP STRAIGHT AHEAD 0.7 MILES TO OLD ORE LOADING BINS, CONTINUE
 MT0732'TO THE RIGHT ABOUT 0.35 MILES TO FORK, TURN LEFT UP CANYON 1.4 MILES
 MT0732'KEEPING THE MAIN LEFT HAND ROAD TO AN OLD TRAMWAY (CABLE OVERHEAD) AT
 MT0732'A SWITCH BACK IN THE ROAD, END OF TRUCK TRAVEL.  STATION BEARS 6 DEG
 MT0732'MAGNETIC, PICK UP THE TRAIL ON THIS BEARING AND FOLLOW THROUGH THE
 MT0732'TIMBER TO THE OPENING ON THE DRY CREEK AND THEN UP TO THE NE TO THE
 MT0732'SADDLE AND THE AZIMUTH MARK AS DESCRIBED, THENCE NORTH ALONG THE
 MT0732'EASTERN SLOPE AND THENCE UP TO THE HIGHEST POINT AND STATION AS
 MT0732'DESCRIBED.  TOTAL PACK IS ABOUT 1-1/2 MILES, AND THE TIME IS ABOUT 45
 MT0732'MINUTES.
 MT0732'
 MT0732'NOTE-THE DISTANCE AND DIRECTION TO R.M. NO. 1 IS TO THE CENTER OF THE
 MT0732'ARROW.
 MT0732'
 MT0732'THE DISTANCE AND THE DIRECTION TO R.M. NO. 2 IS TO THE POINT OF THE
 MT0732'ARROW.
 MT0732
 MT0732                          STATION RECOVERY (1967)
 MT0732
 MT0732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MT0732'DESCRIBED IN CGS DESCRIPTION LIST 41114-2, STATION 1017.  LOCATED 9.6
 MT0732'MI. E. OF MONTELLO, NEVADA, AND APPROXIMATELY 2.4 MI. S. OF RD.
 MT0732'BETWEEN MONTELLO AND LUCIN, UTAH, ON TOP OF PROMINENT BALD-TOPPED
 MT0732'MOUNTAIN, WHICH IS HIGHEST POINT IN VICINITY AND IS LOCALLY KNOWN AS
 MT0732'NORTH BALDY.  THERE IS ANOTHER PROMINENT BALD POINT APPROXIMATELY 300
 MT0732'YARDS DISTANT, 42 DEGREES EAST.  A PROMINENT ROCKY POINT IS ABOUT 0.5
 MT0732'MI. AWAY 271 DEGREES NW.  THE POINT WHERE THE STATION IS LOCATED
 MT0732'APPEARS TO HAVE A WALL AROUND IT WHEN VIEWED FROM N. OR W.  THE N.
 MT0732'WALL (LOW ROCK CLIFF) IS 125 FT. AWAY AND THE W. WALL 33 FT. FROM
 MT0732'STATION.  A SMALL PATCH OF BRUSH IS 70 FT. S.
 MT0732'
 MT0732'TO REACH STATION FROM MONTELLO POST OFFICE DRIVE NE. ALONG RD. TO
 MT0732'LUCIN 1.5 MI. AND TAKE RIGHT FORK S. ACROSS S.P. TRACKS 0.1 MI. AND
 MT0732'TAKE LEFT FORK, DRIVE E. 5.8 MI. AND PASS ORE DUMP AT END OF TRACK AND
 MT0732'OVERHEAD TRAM, INCLINE RIGHT AND DRIVE 0.8 MI. TO CLAYSON RANCH HOUSE,
 MT0732'TURN S. (RIGHT) AND DRIVE 1 MI. TO RIGHT FORK (WHIPPLE RD.), CONTINUE
 MT0732'STRAIGHT AHEAD ON THE LEFT FORK 0.5 MI. AND CONTINUE STRAIGHT AHEAD
 MT0732'RIGHT AT T-RD. LEFT 0.1 MI., HERE TAKE LEFT FORK UP WASH 0.9 MI. AND
 MT0732'TAKE LEFT FORK NE. 1 MI. TO SADDLE ABOUT 0.5 MI. NW. OF ABANDONED
 MT0732'COPPER MTN. MINE BUILDINGS AND 200 YARDS E. OF SMALL GALLOWS FRAME AT
 MT0732'SHAFT, LEAVE TRUCK HERE AND CONTINUE ON THE LEFT FORK OF WASHED OUT
 MT0732'RD. UP RIDGE E., TURN LEFT ON TRAIL AT 0.4 MI. AND GO N. THROUGH
 MT0732'TIMBER 0.5 MI. TO OPEN GRASSLAND, TURN RIGHT (NE.) TO SADDLE 0.3 MI.,
 MT0732'TURN LEFT (N.) UP RIDGE THROUGH OPEN GRASSLAND TO STATION.
 MT0732'
 MT0732'THE STATION IS A STANDARD TABLET STAMPED---GRASSY CAIRN 1939---,
 MT0732'CEMENTED IN BOULDER SET IN EARTH.
 MT0732'
 MT0732'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE TABLET STAMPED
 MT0732'---GRASSY CAIRN NO. 1 1939---, CEMENTED IN SOLID ROCK, 35.59 FT. FROM
 MT0732'STATION MARK 142 DEGREES 33 MINUTES SE.
 MT0732'
 MT0732'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE TABLET STAMPED
 MT0732'---GRASSY CAIRN NO. 2 1939---, CEMENTED IN SOLID ROCK, 14.45 FT. FROM
 MT0732'STATION MARK 241 DEGREES 57 MINUTES SW.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MT0731 ***********************************************************************
 MT0731  DESIGNATION -  GRASSY CAIRN RM 2
 MT0731  PID         -  MT0731
 MT0731  STATE/COUNTY-  UT/BOX ELDER
 MT0731  COUNTRY     -  US
 MT0731  USGS QUAD   -  TECOMA (2018)
 MT0731
 MT0731                         *CURRENT SURVEY CONTROL
 MT0731  ______________________________________________________________________
 MT0731* NAD 83(1994) POSITION- 41 15 52.83829(N) 114 00 57.04452(W)   ADJUSTED
 MT0731* NAVD 88 ORTHO HEIGHT -  2447.3   (meters)     8029.    (feet) VERTCON3
 MT0731  ______________________________________________________________________
 MT0731  GEOID HEIGHT    -        -16.813 (meters)                     GEOID18
 MT0731  LAPLACE CORR    -          6.63  (seconds)                    DEFLEC18
 MT0731  HORZ ORDER      -  SECOND
 MT0731
 MT0731.The horizontal coordinates were established by classical geodetic methods
 MT0731.and adjusted by the National Geodetic Survey in November 1997.
 MT0731
 MT0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0731
 MT0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 MT0731.GEOID18 height accuracy estimate available here.
 MT0731
 MT0731.Click photographs - Photos may exist for this station.
 MT0731
 MT0731.The Laplace correction was computed from DEFLEC18 derived deflections.
 MT0731
 MT0731. The following values were computed from the NAD 83(1994) position.
 MT0731
 MT0731;                    North         East     Units Scale Factor Converg.
 MT0731;SPC UT N     - 1,106,477.165   289,216.415   MT  0.99995687   -1 39 31.8
 MT0731;SPC UT N     - 3,630,167.17    948,870.85   sFT  0.99995687   -1 39 31.8
 MT0731;UTM  11      - 4,572,435.042   749,980.190   MT  1.00036914   +1 58 09.1
 MT0731;UTM  12      - 4,572,526.815   247,364.727   MT  1.00038556   -1 59 24.4
 MT0731
 MT0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0731!SPC UT N     -   0.99961892  x   0.99995687  =   0.99957580
 MT0731!UTM  11      -   0.99961892  x   1.00036914  =   0.99998792
 MT0731!UTM  12      -   0.99961892  x   1.00038556  =   1.00000433
 MT0731
 MT0731:                Primary Azimuth Mark                     Grid Az
 MT0731:SPC UT N     -  MONTELLO                                 269 33 08.9
 MT0731:UTM  11      -  MONTELLO                                 265 55 28.0
 MT0731:UTM  12      -  MONTELLO                                 269 53 01.5
 MT0731
 MT0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF4998072435(NAD 83)
 MT0731
 MT0731|---------------------------------------------------------------------|
 MT0731| PID    Reference Object                     Distance      Geod. Az  |
 MT0731|                                                           dddmmss.s |
 MT0731| DD5941 GRASSY CAIRN RM 3                     4.842 METERS 11116     |
 MT0731| MT0732 GRASSY CAIRN                          4.395 METERS 24202     |
 MT0731| MT0128 MONTELLO                            APPROX.15.8 KM 2675337.1 |
 MT0731| DD5940 GRASSY CAIRN RM 1                    12.360 METERS 30154     |
 MT0731|---------------------------------------------------------------------|
 MT0731
 MT0731                          SUPERSEDED SURVEY CONTROL
 MT0731
 MT0731  NAD 83(1986)-  41 15 52.83272(N)    114 00 57.03898(W) AD(       ) 2
 MT0731  NAD 27      -  41 15 53.10478(N)    114 00 54.00285(W) AD(       ) 2
 MT0731  NGVD 29 (07/19/86) 2446.1    (m)         8025.     (f) VERT ANG       
 MT0731
 MT0731.Superseded values are not recommended for survey control.
 MT0731
 MT0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0731.See file dsdata.pdf to determine how the superseded data were derived.
 MT0731
 MT0731_MARKER: DR = REFERENCE MARK DISK
 MT0731_SETTING: 66 = SET IN ROCK OUTCROP
 MT0731_STAMPING: GRASSY CAIRN NO 2 1939
 MT0731_MARK LOGO: USGS
 MT0731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0731+STABILITY: POSITION/ELEVATION WELL
 MT0731
 MT0731  HISTORY     - Date     Condition        Report By
 MT0731  HISTORY     - 1939     MONUMENTED       USGS
 MT0731
 MT0731                          STATION DESCRIPTION
 MT0731
 MT0731'DESCRIBED BY US GEOLOGICAL SURVEY 1939 (JAB)
 MT0731'DESCRIBED IN A CGS DESCRIPTION LIST 411142, STATION 1017.
 MT0731'
 MT0731'TO REACH IS ADEQUATE.  REACHED BY HELICOPTER.
 MT0731'
 MT0731'THE STATION MARK GRASSY CAIRN 1939 WAS FOUND TO BE IN A LOOSE ROCK AND
 MT0731'THEREFORE WAS NOT USED.  R.M. 2 WAS USED FOR THE STATION AND ANOTHER
 MT0731'R.M. SET.
 MT0731'
 MT0731'STATION MARK--STANDARD USGS REFERENCE TABLET STAMPED GRASSY CAIRN NO 2
 MT0731'1939 CEMENTED IN SOLID ROCK.
 MT0731'
 MT0731'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 MT0731'GRASSY CAIRN NO 1 1939 CEMENTED IN SOLID ROCK.
 MT0731'
 MT0731'REFERENCE MARK NO. 3--A STANDARD USGS REFERENCE MARK TABLET STAMPED NO
 MT0731'3 1968 SET IN A ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0512 ***********************************************************************
 KN0512  DESIGNATION -  GRAVES
 KN0512  PID         -  KN0512
 KN0512  STATE/COUNTY-  UT/CARBON
 KN0512  COUNTRY     -  US
 KN0512  USGS QUAD   -  HELPER (2017)
 KN0512
 KN0512                         *CURRENT SURVEY CONTROL
 KN0512  ______________________________________________________________________
 KN0512* NAD 83(1994) POSITION- 39 43 37.05034(N) 110 45 14.77597(W)   ADJUSTED
 KN0512* NAVD 88 ORTHO HEIGHT -  2686.6   (meters)     8814.    (feet) VERTCON3
 KN0512  ______________________________________________________________________
 KN0512  GEOID HEIGHT    -        -16.193 (meters)                     GEOID18
 KN0512  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 KN0512  HORZ ORDER      -  THIRD
 KN0512
 KN0512.The horizontal coordinates were established by classical geodetic methods
 KN0512.and adjusted by the National Geodetic Survey in November 1997.
 KN0512
 KN0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0512
 KN0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0512.GEOID18 height accuracy estimate available here.
 KN0512
 KN0512.Click photographs - Photos may exist for this station.
 KN0512
 KN0512.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0512
 KN0512. The following values were computed from the NAD 83(1994) position.
 KN0512
 KN0512;                    North         East     Units Scale Factor Converg.
 KN0512;SPC UT C     - 2,154,984.634   563,940.768   MT  0.99990059   +0 28 40.1
 KN0512;SPC UT C     - 7,070,145.42  1,850,195.67   sFT  0.99990059   +0 28 40.1
 KN0512;UTM  12      - 4,397,481.892   521,072.944   MT  0.99960547   +0 09 25.8
 KN0512
 KN0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0512!SPC UT C     -   0.99958124  x   0.99990059  =   0.99948187
 KN0512!UTM  12      -   0.99958124  x   0.99960547  =   0.99918688
 KN0512
 KN0512:                Primary Azimuth Mark                     Grid Az
 KN0512:SPC UT C     -  WILLOW 2                                 033 04 56.7
 KN0512:UTM  12      -  WILLOW 2                                 033 24 11.0
 KN0512
 KN0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ2107297481(NAD 83)
 KN0512
 KN0512|---------------------------------------------------------------------|
 KN0512| PID    Reference Object                     Distance      Geod. Az  |
 KN0512|                                                           dddmmss.s |
 KN0512| KN0506 WILLOW 2                            APPROX.10.8 KM 0333336.8 |
 KN0512|---------------------------------------------------------------------|
 KN0512
 KN0512                          SUPERSEDED SURVEY CONTROL
 KN0512
 KN0512  NAD 83(1993)-  39 43 37.04871(N)    110 45 14.77542(W) AD(       ) 3
 KN0512  NAD 83(1986)-  39 43 37.03775(N)    110 45 14.77137(W) AD(       ) 3
 KN0512  NAD 27      -  39 43 37.16929(N)    110 45 12.19705(W) AD(       ) 3
 KN0512  NGVD 29 (07/19/86) 2685.3    (m)         8810.     (f) VERT ANG       
 KN0512
 KN0512.Superseded values are not recommended for survey control.
 KN0512
 KN0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0512.See file dsdata.pdf to determine how the superseded data were derived.
 KN0512
 KN0512_MARKER: X = CHISELED CROSS
 KN0512_SETTING: 80 = SET IN A BOULDER
 KN0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0512+STABILITY: SURFACE MOTION
 KN0512
 KN0512  HISTORY     - Date     Condition        Report By
 KN0512  HISTORY     - 1910     MONUMENTED       USGS
 KN0512
 KN0512                          STATION DESCRIPTION
 KN0512
 KN0512'DESCRIBED BY US GEOLOGICAL SURVEY 1910
 KN0512'LOCATED 9.5 MI. NE. OF PRICE, ABOUT 6 MI. E. OF CASTLEGATE, IN SEC. 1,
 KN0512'T13S, R10E, ON THE HIGHEST POINT OF THE LONG RIDGE BETWEEN EMMAS PARK
 KN0512'AND PRICE RIVER VALLEY.  THIS RIDGE ENDS IN A BLUFF ON THE S. BUT HAS
 KN0512'A SMOOTH SLOPE ON THE N.
 KN0512'
 KN0512'TO REACH FROM JUNCTION OF STATE HIGHWAY 33 AND U.S. HIGHWAY 40 IN
 KN0512'DUCHESNE, GO S. ON HIGHWAY 33 FOR 35.3 MI. (0.7 MI. N. OF U.S. HIGHWAY
 KN0512'6 AND 50 DETOUR) TO TRACK RD. E., TURN LEFT KEEPING ON MAIN-TRAVELED
 KN0512'RD. FOR 3.2 MI. TO Y-RD. FORK, TURN RIGHT FOR 0.05 MI. TO Y-RD. FORK,
 KN0512'TURN RIGHT AND GO 0.6 MI. TO FENCE AND GATE, GO 0.3 MI. TO ANOTHER
 KN0512'GATE, CONTINUE ON MAIN-TRAVELED RD. FOR 1.7 MI. TO Y-RD. FORK, TURN
 KN0512'RIGHT S. ON TRACK RD. FOR 1.6 MI. TO Y-RD. FORK, BEAR RIGHT FOR 1.2
 KN0512'MI. TO GATE, CONTINUE S. FOR 1.7 MI. TO E-W. FENCE, TURN RIGHT ON
 KN0512'DIM TRACK RD. PARALLELING FENCE FOR 0.3 MI. TO RIDGE AND DIVIDE,
 KN0512'TURN RIGHT, WESTERLY FOR 0.6 MI. TO N-S. FENCE, TURN S. ALONG FENCE
 KN0512'0.2 MI. TO GATE.  PROCEED W. ALONG DIVIDE ON DIM TRACK RD. FOR 1.7
 KN0512'MI. TO A BARE TOP AND STATION MARK.
 KN0512'
 KN0512'STATION MARK--A CHISELED CROSS, ON A BOULDER.
 KN0512'
 KN0512'REFERENCE MARK--A STANDARD USGS TABLET, STAMPED ---VA 8790 CS---
 KN0512'SET IN A BOULDER, (THE CROSS HAS BEEN REPLACED BUT THE LETTERS
 KN0512'---USGS--- ARE STILL ON THE BOULDER).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0469 ***********************************************************************
 JN0469  DESIGNATION -  GREASE
 JN0469  PID         -  JN0469
 JN0469  STATE/COUNTY-  UT/EMERY
 JN0469  COUNTRY     -  US
 JN0469  USGS QUAD   -  ARSONS GARDEN (2017)
 JN0469
 JN0469                         *CURRENT SURVEY CONTROL
 JN0469  ______________________________________________________________________
 JN0469* NAD 83(1994) POSITION- 38 49 40.04356(N) 110 31 27.75668(W)   ADJUSTED
 JN0469* NAVD 88 ORTHO HEIGHT -  2045.2   (meters)     6710.    (feet) VERTCON3
 JN0469  ______________________________________________________________________
 JN0469  GEOID HEIGHT    -        -19.000 (meters)                     GEOID18
 JN0469  LAPLACE CORR    -         -8.99  (seconds)                    DEFLEC18
 JN0469  HORZ ORDER      -  THIRD
 JN0469
 JN0469.The horizontal coordinates were established by classical geodetic methods
 JN0469.and adjusted by the National Geodetic Survey in November 1997.
 JN0469
 JN0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0469
 JN0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0469.GEOID18 height accuracy estimate available here.
 JN0469
 JN0469.Click photographs - Photos may exist for this station.
 JN0469
 JN0469.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0469
 JN0469. The following values were computed from the NAD 83(1994) position.
 JN0469
 JN0469;                    North         East     Units Scale Factor Converg.
 JN0469;SPC UT C     - 2,055,358.082   584,721.931   MT  1.00005196   +0 37 29.9
 JN0469;SPC UT C     - 6,743,287.31  1,918,375.20   sFT  1.00005196   +0 37 29.9
 JN0469;UTM  12      - 4,297,773.962   541,284.792   MT  0.99962099   +0 17 53.6
 JN0469
 JN0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0469!SPC UT C     -   0.99968220  x   1.00005196  =   0.99973414
 JN0469!UTM  12      -   0.99968220  x   0.99962099  =   0.99930331
 JN0469
 JN0469:                Primary Azimuth Mark                     Grid Az
 JN0469:SPC UT C     -  ERNIE                                    194 31 17.8
 JN0469:UTM  12      -  ERNIE                                    194 50 54.1
 JN0469
 JN0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH4128497773(NAD 83)
 JN0469
 JN0469|---------------------------------------------------------------------|
 JN0469| PID    Reference Object                     Distance      Geod. Az  |
 JN0469|                                                           dddmmss.s |
 JN0469| JN0470 ERNIE                               APPROX. 7.0 KM 1950847.7 |
 JN0469|---------------------------------------------------------------------|
 JN0469
 JN0469                          SUPERSEDED SURVEY CONTROL
 JN0469
 JN0469  NAD 83(1986)-  38 49 40.03311(N)    110 31 27.75164(W) AD(       ) 3
 JN0469  NAD 27      -  38 49 40.12293(N)    110 31 25.21612(W) AD(       ) 3
 JN0469  NGVD 29 (07/19/86) 2044.1    (m)         6706.     (f) VERT ANG       
 JN0469
 JN0469.Superseded values are not recommended for survey control.
 JN0469
 JN0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0469.See file dsdata.pdf to determine how the superseded data were derived.
 JN0469
 JN0469_MARKER: DD = SURVEY DISK
 JN0469_SETTING: 66 = SET IN ROCK OUTCROP
 JN0469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0469+STABILITY: POSITION/ELEVATION WELL
 JN0469
 JN0469  HISTORY     - Date     Condition        Report By
 JN0469  HISTORY     - 1952     MONUMENTED       USGS
 JN0469
 JN0469                          STATION DESCRIPTION
 JN0469
 JN0469'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0469'LOCATED 13.0 MI.NE. OF TEMPLE MOUNTAIN, 12.0 MI. NNE. OF JUNCTION
 JN0469'OF TEMPLE MOUNTAIN, 12.0 MI. NNE. OF JUNCTION OF TEMPLE MOUNTAIN RD.
 JN0469'AND UTAH HIGHWAY 24, ON HIGH E-W MESA ON SAN RAFAEL SWELL.  STATION IS
 JN0469'VISABLE FROM STATE HIGHWAY 24.  IT IS HIGHEST POINT ON SWELL N. OF
 JN0469'STRAIGHT WASH AND S. OF GREASEWOOD DRAW AND IS LOCATED 15 FT. N. OF S.
 JN0469'BREAKOFF AND ON HIGHEST POINT WHICH IS NEAR W. END OF MESA.  THERE IS
 JN0469'A 16 FT. OBSERVING TOWER OVER STATION.
 JN0469'
 JN0469'STATION REACHED BY HELICOPTER.
 JN0469'
 JN0469'STATION MARK -STANDARD TABLET STAMPED ---GREASE 1952--- CEMENTED IN
 JN0469'DRILL HOLE IN BEDROCK.
 JN0469'
 JN0469'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.1
 JN0469'GREASE 1952--- CEMENTED IN DRILL HOLE IN ROCK, 28.53 FT. FROM STATION
 JN0469'MARK, N 59 DEG 18 MIN W.
 JN0469'
 JN0469'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.2
 JN0469'GREASE 1952--- CEMENTED IN DRILL HOLE IN ROCK, 45.40 FT. FROM STATION
 JN0469'MARK, N 45 DEG 13 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0608 ***********************************************************************
 LN0608  DESIGNATION -  GREEN
 LN0608  PID         -  LN0608
 LN0608  STATE/COUNTY-  UT/UINTAH
 LN0608  COUNTRY     -  US
 LN0608  USGS QUAD   -  DONKEY FLAT (2017)
 LN0608
 LN0608                         *CURRENT SURVEY CONTROL
 LN0608  ______________________________________________________________________
 LN0608* NAD 83(1994) POSITION- 40 32 05.19901(N) 109 27 19.00830(W)   ADJUSTED
 LN0608* NAVD 88 ORTHO HEIGHT -  2088.7   (meters)     6853.    (feet) VERTCON3
 LN0608  ______________________________________________________________________
 LN0608  GEOID HEIGHT    -        -16.061 (meters)                     GEOID18
 LN0608  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 LN0608  HORZ ORDER      -  FIRST
 LN0608
 LN0608.The horizontal coordinates were established by classical geodetic methods
 LN0608.and adjusted by the National Geodetic Survey in November 1997.
 LN0608
 LN0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0608
 LN0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0608.GEOID18 height accuracy estimate available here.
 LN0608
 LN0608.Click photographs - Photos may exist for this station.
 LN0608
 LN0608.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0608
 LN0608. The following values were computed from the NAD 83(1994) position.
 LN0608
 LN0608;                    North         East     Units Scale Factor Converg.
 LN0608;SPC UT C     - 2,246,388.804   673,217.095   MT  0.99997337   +1 18 35.3
 LN0608;SPC UT C     - 7,370,027.27  2,208,713.09   sFT  0.99997337   +1 18 35.3
 LN0608;UTM  12      - 4,488,261.339   630,824.954   MT  0.99981067   +1 00 14.7
 LN0608
 LN0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0608!SPC UT C     -   0.99967498  x   0.99997337  =   0.99964836
 LN0608!UTM  12      -   0.99967498  x   0.99981067  =   0.99948571
 LN0608
 LN0608:                Primary Azimuth Mark                     Grid Az
 LN0608:SPC UT C     -  GREEN AZ MK                              166 44 46.5
 LN0608:UTM  12      -  GREEN AZ MK                              167 03 07.1
 LN0608
 LN0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK3082488261(NAD 83)
 LN0608
 LN0608|---------------------------------------------------------------------|
 LN0608| PID    Reference Object                     Distance      Geod. Az  |
 LN0608|                                                           dddmmss.s |
 LN0608| CP5456 GREEN RM 1                            7.917 METERS 09644     |
 LN0608| CP5455 GREEN AZ MK                                        1680321.8 |
 LN0608| CP5457 GREEN RM 2                           12.177 METERS 17552     |
 LN0608|---------------------------------------------------------------------|
 LN0608
 LN0608                          SUPERSEDED SURVEY CONTROL
 LN0608
 LN0608  NAD 83(1993)-  40 32 05.19820(N)    109 27 19.00795(W) AD(       ) 1
 LN0608  NAD 83(1986)-  40 32 05.17875(N)    109 27 18.99380(W) AD(       ) 1
 LN0608  NAD 27      -  40 32 05.32300(N)    109 27 16.50800(W) AD(       ) 1
 LN0608  NGVD 29 (07/19/86) 2087.4    (m)         6848.     (f) VERT ANG       
 LN0608
 LN0608.Superseded values are not recommended for survey control.
 LN0608
 LN0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0608.See file dsdata.pdf to determine how the superseded data were derived.
 LN0608
 LN0608_MARKER: DS = TRIANGULATION STATION DISK
 LN0608_SETTING: 80 = SET IN A BOULDER
 LN0608_STAMPING: GREEN 1946
 LN0608_MARK LOGO: CGS
 LN0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0608+STABILITY: SURFACE MOTION
 LN0608
 LN0608  HISTORY     - Date     Condition        Report By
 LN0608  HISTORY     - 1946     MONUMENTED       CGS
 LN0608
 LN0608                          STATION DESCRIPTION
 LN0608
 LN0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0608'STATION IS LOCATED ABOUT 12 MILES AIRLINE NORTHWEST OF JENSEN,
 LN0608'ABOUT 6.5 MILES AIRLINE NORTHEAST OF VERNAL, ON THE HIGHEST
 LN0608'OF A GROUP OF JUNIPER COVERED HILLS, IN THE DESERT AREA
 LN0608'BETWEEN ASHLEY AND BRUSH CREEKS.  THE STATION MARK IS A
 LN0608'BRONZE DISK STAMPED GREEN 1946, SET IN A BOULDER WHICH PROJECTS
 LN0608'2 INCHES.
 LN0608'
 LN0608'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED GREEN NO 1 1946,
 LN0608'SET IN A LARGE BOULDER WHICH PROJECTS 18 INCHES.  IT IS EAST
 LN0608'OF AND SAME ELEVATION AS STATION MARK.
 LN0608'
 LN0608'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED GREEN NO 2 1946,
 LN0608'SET IN A BOULDER WHICH PROJECTS 3 INCHES.  IT IS SOUTH OF AND
 LN0608'SAME ELEVATION AS STATION MARK.
 LN0608'
 LN0608'AZIMUTH MARK IS A BRONZE DISK STAMPED GREEN 1946, SET IN
 LN0608'A BOULDER WHICH PROJECTS 3 INCHES.  IT IS ON THE WEST SIDE OF A
 LN0608'NORTH AND SOUTH RIDGE, 30 FEET FROM TOP OF RIDGE AND 10
 LN0608'FEET NORTH OF A ROCK CAIRN.  IT IS APPROXIMATELY 0.5 MILE
 LN0608'SOUTH OF STATION.
 LN0608'
 LN0608'TO REACH STATION FROM VERNAL.  GO NORTH ON HIGHWAY 44, 0.5
 LN0608'MILE TO CROSSROAD.  TURN RIGHT, GO 2.9 MILES TO ROAD LEFT
 LN0608'AT TOP OF GRADE.  TURN LEFT, GO 0.6 MILE TO GATE.  PASS
 LN0608'THROUGH GATE, CONTINUE 0.9 MILE TO FORK.  TAKE ROAD TO RIGHT
 LN0608'0.3 MILE TO FORK.  CONTINUE STRAIGHT AHEAD 1.2 MILE TO FORK.
 LN0608'CONTINUE ON MAIN ROAD, LEFT, DOWN DUGWAY ALONG EDGE OF HILL
 LN0608'1.7 MILES TO CROSSROAD.  TURN RIGHT, GO 0.4 MILE TO END OF
 LN0608'TRUCK TRAVEL AT BASE OF A HILL.  FROM HERE WALK EASTERLY ON
 LN0608'TRAIL, ALONG SLOPE OF HILL TO FIRST SADDLE.  BEAR LEFT,
 LN0608'NORTHWEST, UP STEEP SLOPE TO HIGHEST POINT AND STATION AS
 LN0608'DESCRIBED ABOVE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0643 ***********************************************************************
 LN0643  DESIGNATION -  GREEN
 LN0643  PID         -  LN0643
 LN0643  STATE/COUNTY-  UT/UINTAH
 LN0643  COUNTRY     -  US
 LN0643  USGS QUAD   -  DINOSAUR QUARRY (2017)
 LN0643
 LN0643                         *CURRENT SURVEY CONTROL
 LN0643  ______________________________________________________________________
 LN0643* NAD 83(1994) POSITION- 40 26 29.89106(N) 109 19 59.71517(W)   ADJUSTED
 LN0643* NAVD 88 ORTHO HEIGHT -  1583.0   (meters)     5194.    (feet) VERTCON3
 LN0643  ______________________________________________________________________
 LN0643  GEOID HEIGHT    -        -16.735 (meters)                     GEOID18
 LN0643  LAPLACE CORR    -          4.04  (seconds)                    DEFLEC18
 LN0643  HORZ ORDER      -  THIRD
 LN0643
 LN0643.The horizontal coordinates were established by classical geodetic methods
 LN0643.and adjusted by the National Geodetic Survey in November 1997.
 LN0643
 LN0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0643
 LN0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0643.GEOID18 height accuracy estimate available here.
 LN0643
 LN0643.Click photographs - Photos may exist for this station.
 LN0643
 LN0643.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0643
 LN0643. The following values were computed from the NAD 83(1994) position.
 LN0643
 LN0643;                    North         East     Units Scale Factor Converg.
 LN0643;SPC UT C     - 2,236,292.816   683,802.987   MT  0.99995482   +1 23 16.7
 LN0643;SPC UT C     - 7,336,904.01  2,243,443.63   sFT  0.99995482   +1 23 16.7
 LN0643;UTM  12      - 4,478,110.309   641,355.319   MT  0.99984596   +1 04 52.9
 LN0643
 LN0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0643!SPC UT C     -   0.99975436  x   0.99995482  =   0.99970919
 LN0643!UTM  12      -   0.99975436  x   0.99984596  =   0.99960036
 LN0643
 LN0643:                Primary Azimuth Mark                     Grid Az
 LN0643:SPC UT C     -  DINOSAUR                                 140 51 24.2
 LN0643:UTM  12      -  DINOSAUR                                 141 09 48.0
 LN0643
 LN0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK4135578110(NAD 83)
 LN0643
 LN0643|---------------------------------------------------------------------|
 LN0643| PID    Reference Object                     Distance      Geod. Az  |
 LN0643|                                                           dddmmss.s |
 LN0643| LN0642 DINOSAUR                            APPROX. 6.8 KM 1421440.9 |
 LN0643|---------------------------------------------------------------------|
 LN0643
 LN0643                          SUPERSEDED SURVEY CONTROL
 LN0643
 LN0643  NAD 83(1993)-  40 26 29.88871(N)    109 19 59.71108(W) AD(       ) 3
 LN0643  NAD 83(1986)-  40 26 29.87176(N)    109 19 59.70162(W) AD(       ) 3
 LN0643  NAD 27      -  40 26 30.01123(N)    109 19 57.24050(W) AD(       ) 3
 LN0643  NGVD 29 (07/19/86) 1581.9    (m)         5190.     (f) VERT ANG       
 LN0643
 LN0643.Superseded values are not recommended for survey control.
 LN0643
 LN0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0643.See file dsdata.pdf to determine how the superseded data were derived.
 LN0643
 LN0643_MARKER: DD = SURVEY DISK
 LN0643_SETTING: 66 = SET IN ROCK OUTCROP
 LN0643_STAMPING: GREEN 1939
 LN0643_MARK LOGO: USGS
 LN0643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0643+STABILITY: POSITION/ELEVATION WELL
 LN0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0643+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2009
 LN0643
 LN0643  HISTORY     - Date     Condition        Report By
 LN0643  HISTORY     - 1939     MONUMENTED       USGS
 LN0643  HISTORY     - 20091019 GOOD             GEOCAC
 LN0643
 LN0643                          STATION DESCRIPTION
 LN0643
 LN0643'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 LN0643'LOCATED 5 MI. N. OF JENSEN, IN SW. 1/4 OF SEC. 28, T 4 S, R 23 E, ON
 LN0643'SANDSTONE OUTCROP.
 LN0643'
 LN0643'TO REACH FROM JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 149 AT
 LN0643'JENSEN, DRIVE N. ON HIGHWAY 149 FOR 5.2 MI. TO A POINT N. OF THE GREEN
 LN0643'RIVER, ON W. SIDE OF A SMALL N-S. DRAIN AND END OF TRUCK TRAVEL, PACK
 LN0643'UP STEEP RIDGE, BEARING NW. FOR ABOUT 0.5 MI. TO TOP OF BUFF-COLORED
 LN0643'SANDSTONE OUTCROP AND STATION, ABOUT 1/2-HOUR PACK.
 LN0643'
 LN0643'STATION MARK--A STANDARD TABLET STAMPED ---GREEN 1939---.
 LN0643'
 LN0643'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 LN0643'---GREEN NO 1---, 17.82 FT. FROM THE STATION MARK, N 89 DEG 39 MIN W.
 LN0643'
 LN0643'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 LN0643'---GREEN NO 2---, 9.10 FT. FROM THE STATION MARK, S 57 DEG 32 MIN E.
 LN0643
 LN0643                          STATION RECOVERY (2009)
 LN0643
 LN0643'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LN0643'RM 1 AND RM 2 ALSO FOUND.  GOOD GAME TRAILS TO HIKE ON AS REQUESTED BY
 LN0643'MONUMENT RANGER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0954 ***********************************************************************
 HN0954  DESIGNATION -  GREEN AZ MK
 HN0954  PID         -  HN0954
 HN0954  STATE/COUNTY-  UT/KANE
 HN0954  COUNTRY     -  US
 HN0954  USGS QUAD   -  DAVIS GULCH (2017)
 HN0954
 HN0954                         *CURRENT SURVEY CONTROL
 HN0954  ______________________________________________________________________
 HN0954* NAD 83(1994) POSITION- 37 15 47.61082(N) 110 56 20.76957(W)   ADJUSTED
 HN0954* NAVD 88 ORTHO HEIGHT -  1379.    (meters)     4524.    (feet) SCALED
 HN0954  ______________________________________________________________________
 HN0954  GEOID HEIGHT    -        -22.724 (meters)                     GEOID18
 HN0954  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 HN0954  HORZ ORDER      -  THIRD
 HN0954
 HN0954.The horizontal coordinates were established by classical geodetic methods
 HN0954.and adjusted by the National Geodetic Survey in November 1997.
 HN0954
 HN0954.The orthometric height was scaled from a topographic map.
 HN0954
 HN0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0954.GEOID18 height accuracy estimate available here.
 HN0954
 HN0954.Click photographs - Photos may exist for this station.
 HN0954
 HN0954.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0954
 HN0954. The following values were computed from the NAD 83(1994) position.
 HN0954
 HN0954;                    North         East     Units Scale Factor Converg.
 HN0954;SPC UT S     - 3,066,357.263   549,753.101   MT  0.99999234   +0 20 37.2
 HN0954;SPC UT S     -10,060,207.12  1,803,648.30   sFT  0.99999234   +0 20 37.2
 HN0954;UTM  12      - 4,124,075.188   505,399.671   MT  0.99960036   +0 02 12.7
 HN0954
 HN0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0954!SPC UT S     -   0.99978721  x   0.99999234  =   0.99977955
 HN0954!UTM  12      -   0.99978721  x   0.99960036  =   0.99938765
 HN0954
 HN0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0539924075(NAD 83)
 HN0954
 HN0954                          SUPERSEDED SURVEY CONTROL
 HN0954
 HN0954  NAD 83(1992)-  37 15 47.60719(N)    110 56 20.76971(W) AD(       ) 3
 HN0954  NAD 83(1986)-  37 15 47.60659(N)    110 56 20.76910(W) AD(       ) 3
 HN0954  NAD 27      -  37 15 47.63776(N)    110 56 18.21649(W) AD(       ) 3
 HN0954
 HN0954.Superseded values are not recommended for survey control.
 HN0954
 HN0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0954.See file dsdata.pdf to determine how the superseded data were derived.
 HN0954
 HN0954_MARKER: DZ = AZIMUTH MARK DISK
 HN0954_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0954_STAMPING: GREEN USGS 1963
 HN0954_MARK LOGO: USGS
 HN0954_MAGNETIC: P = MARKER IS A STEEL PIPE
 HN0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0954
 HN0954  HISTORY     - Date     Condition        Report By
 HN0954  HISTORY     - 1963     MONUMENTED       CGS
 HN0954
 HN0954                          STATION DESCRIPTION
 HN0954
 HN0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0954'THE STATION GREEN USGS IS ON THE SOUTHWEST PART OF A FLAT-TOPPED MESA,
 HN0954'ABOUT 1-1/2 MILES NORTHWEST OF HOLE-IN-THE-ROCK, 1-1/4 MILES
 HN0954'NORTHEAST OF THE HOLE-IN-THE-ROCK AIR STRIP AND 51 MILES
 HN0954'SOUTHEAST OF ESCALANTE.
 HN0954'
 HN0954'TO REACH BY HELICOPTER FROM HOLE-IN-THE-ROCK AIR STRIP, FLY
 HN0954'NORTHEAST ON A TRUE COURSE OF 58 DEGREES FOR ABOUT 1-1/4
 HN0954'MILES TO THE STATION.
 HN0954'
 HN0954'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GREEN USGS 1963,
 HN0954'BRAZED TO THE TOP OF A 2-1/2 INCH GALVANIZED PIPE WHICH IS
 HN0954'30 INCHES LONG AND PROJECTS ABOUT 4 INCHES.  IT IS 142 FEET
 HN0954'EAST-SOUTHEAST OF THE CENTER OF THE AIR STRIP AT HOLE-IN-THE-ROCK,
 HN0954'2.5 FEET NORTHWEST OF THE POLE HOLDING THE WIND SOCK AND
 HN0954'2.4 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0410 ***********************************************************************
 JN0410  DESIGNATION -  GREEN RIV DENVER RIO GR RR MST
 JN0410  PID         -  JN0410
 JN0410  STATE/COUNTY-  UT/GRAND
 JN0410  COUNTRY     -  US
 JN0410  USGS QUAD   -  GREEN RIVER (2017)
 JN0410
 JN0410                         *CURRENT SURVEY CONTROL
 JN0410  ______________________________________________________________________
 JN0410* NAD 83(1994) POSITION- 38 56 21.36901(N) 110 07 37.73154(W)   ADJUSTED
 JN0410  ______________________________________________________________________
 JN0410  GEOID HEIGHT    -        -20.330 (meters)                     GEOID18
 JN0410  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 JN0410  HORZ ORDER      -  THIRD
 JN0410
 JN0410.The horizontal coordinates were established by classical geodetic methods
 JN0410.and adjusted by the National Geodetic Survey in November 1997.
 JN0410
 JN0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0410.GEOID18 height accuracy estimate available here.
 JN0410
 JN0410.Click photographs - Photos may exist for this station.
 JN0410
 JN0410.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0410
 JN0410. The following values were computed from the NAD 83(1994) position.
 JN0410
 JN0410;                    North         East     Units Scale Factor Converg.
 JN0410;SPC UT C     - 2,068,185.598   619,024.566   MT  1.00002000   +0 52 45.9
 JN0410;SPC UT C     - 6,785,372.25  2,030,916.43   sFT  1.00002000   +0 52 45.9
 JN0410;UTM  12      - 4,310,399.413   575,647.006   MT  0.99967046   +0 32 55.0
 JN0410
 JN0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ7564710399(NAD 83)
 JN0410
 JN0410                          SUPERSEDED SURVEY CONTROL
 JN0410
 JN0410  NAD 83(1986)-  38 56 21.35622(N)    110 07 37.72652(W) AD(       ) 3
 JN0410  NAD 27      -  38 56 21.45873(N)    110 07 35.25403(W) AD(       ) 3
 JN0410
 JN0410.Superseded values are not recommended for survey control.
 JN0410
 JN0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0410.See file dsdata.pdf to determine how the superseded data were derived.
 JN0410
 JN0410_MARKER: 42 = RADIO/TV MAST
 JN0410
 JN0410  HISTORY     - Date     Condition        Report By
 JN0410  HISTORY     - 1966     FIRST OBSERVED   CGS
 JN0410
 JN0410                          STATION DESCRIPTION
 JN0410
 JN0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 JN0410'STATION IS THE RED LIGHT AT THE TOP OF THE MAST.  THE MAST IS
 JN0410'A TRIANGULAR LACED STEEL STRUCTURE WITH SIDES 3 FEET IN LENGTH.
 JN0410'THE TOP IS THE SAME SIZE AS THE BASE.  ALTERNATE SECTIONS ARE
 JN0410'PAINTED RED AND WHITE AND IT IS 135 FEET HIGH.  THERE ARE 2
 JN0410'FAN-LIKE STRUCTURES ON TOP.  ONE IS AT THE NORTHWEST CORNER
 JN0410'AND THE OTHER IS ON THE EAST SIDE.
 JN0410'
 JN0410'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF GREEN RIVER,
 JN0410'ON THE WHITE SANDS MISSILE RANGE.  IT IS ON THE HIGHEST POINT
 JN0410'OF THE MOST PROMINENT HILL IN THE VICINITY AND 6 FEET NORTH
 JN0410'OF THE NORTH SIDE OF A SMALL CONCRETE BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0400 ***********************************************************************
 JN0400  DESIGNATION -  GREEN RIV MTN STATES TT CO MST
 JN0400  PID         -  JN0400
 JN0400  STATE/COUNTY-  UT/EMERY
 JN0400  COUNTRY     -  US
 JN0400  USGS QUAD   -  GREEN RIVER (2017)
 JN0400
 JN0400                         *CURRENT SURVEY CONTROL
 JN0400  ______________________________________________________________________
 JN0400* NAD 83(1994) POSITION- 38 58 54.17226(N) 110 10 10.51609(W)   ADJUSTED
 JN0400  ______________________________________________________________________
 JN0400  GEOID HEIGHT    -        -20.155 (meters)                     GEOID18
 JN0400  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 JN0400  HORZ ORDER      -  THIRD
 JN0400
 JN0400.The horizontal coordinates were established by classical geodetic methods
 JN0400.and adjusted by the National Geodetic Survey in November 1997.
 JN0400
 JN0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0400.GEOID18 height accuracy estimate available here.
 JN0400
 JN0400.Click photographs - Photos may exist for this station.
 JN0400
 JN0400.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0400
 JN0400. The following values were computed from the NAD 83(1994) position.
 JN0400
 JN0400;                    North         East     Units Scale Factor Converg.
 JN0400;SPC UT C     - 2,072,841.600   615,275.247   MT  1.00000881   +0 51 08.0
 JN0400;SPC UT C     - 6,800,647.82  2,018,615.54   sFT  1.00000881   +0 51 08.0
 JN0400;UTM  12      - 4,315,075.328   571,925.884   MT  0.99966370   +0 31 20.7
 JN0400
 JN0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ7192515075(NAD 83)
 JN0400
 JN0400                          SUPERSEDED SURVEY CONTROL
 JN0400
 JN0400  NAD 83(1986)-  38 58 54.15906(N)    110 10 10.50970(W) AD(       ) 3
 JN0400  NAD 27      -  38 58 54.26189(N)    110 10 08.02999(W) AD(       ) 3
 JN0400
 JN0400.Superseded values are not recommended for survey control.
 JN0400
 JN0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0400.See file dsdata.pdf to determine how the superseded data were derived.
 JN0400
 JN0400_MARKER: 42 = RADIO/TV MAST
 JN0400
 JN0400  HISTORY     - Date     Condition        Report By
 JN0400  HISTORY     - 1966     FIRST OBSERVED   CGS
 JN0400  HISTORY     - 1970     GOOD             USAF
 JN0400
 JN0400                          STATION DESCRIPTION
 JN0400
 JN0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 JN0400'STATION IS THE TOP CENTER OF THE MAST.  IT IS A FOUR-LEGGED
 JN0400'STEEL MAST AND IS 12 FEET SQUARE AT ITS BASE.  THERE IS A
 JN0400'LARGE FAN-LIKE STRUCTURE AT THE SOUTHEAST CORNER AND A SMALLER
 JN0400'FAN-LIKE STRUCTURE AT THE NORTHWEST CORNER.  THE HEIGHT TO
 JN0400'THE TOP OF THE LARGER FAN IS 40 FEET.
 JN0400'
 JN0400'IT IS LOCATED ABOUT 1 MILE SOUTH OF GREEN RIVER ON THE HIGHEST
 JN0400'POINT OF A BARE HILL AND JUST EAST OF A SMALL CONCRETE BLOCK
 JN0400'BUILDING.
 JN0400
 JN0400                          STATION RECOVERY (1970)
 JN0400
 JN0400'RECOVERY NOTE BY US AIR FORCE 1970
 JN0400'THE MICROWAVE MAST WAS OBSERVED, AND WAS IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0409 ***********************************************************************
 JN0409  DESIGNATION -  GREEN RIVER EAST BASE
 JN0409  PID         -  JN0409
 JN0409  STATE/COUNTY-  UT/EMERY
 JN0409  COUNTRY     -  US
 JN0409  USGS QUAD   -  GREEN RIVER (2017)
 JN0409
 JN0409                         *CURRENT SURVEY CONTROL
 JN0409  ______________________________________________________________________
 JN0409* NAD 83(1994) POSITION- 38 59 36.83317(N) 110 10 17.24060(W)   ADJUSTED
 JN0409* NAVD 88 ORTHO HEIGHT -  1251.    (meters)     4104.    (feet) SCALED
 JN0409  ______________________________________________________________________
 JN0409  GEOID HEIGHT    -        -20.121 (meters)                     GEOID18
 JN0409  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC18
 JN0409  HORZ ORDER      -  THIRD
 JN0409
 JN0409.The horizontal coordinates were established by classical geodetic methods
 JN0409.and adjusted by the National Geodetic Survey in November 1997.
 JN0409
 JN0409.The orthometric height was scaled from a topographic map.
 JN0409
 JN0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0409.GEOID18 height accuracy estimate available here.
 JN0409
 JN0409.Click photographs - Photos may exist for this station.
 JN0409
 JN0409.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0409
 JN0409. The following values were computed from the NAD 83(1994) position.
 JN0409
 JN0409;                    North         East     Units Scale Factor Converg.
 JN0409;SPC UT C     - 2,074,154.617   615,093.871   MT  1.00000578   +0 51 03.7
 JN0409;SPC UT C     - 6,804,955.61  2,018,020.48   sFT  1.00000578   +0 51 03.7
 JN0409;UTM  12      - 4,316,388.916   571,752.127   MT  0.99966339   +0 31 16.9
 JN0409
 JN0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0409!SPC UT C     -   0.99980692  x   1.00000578  =   0.99981270
 JN0409!UTM  12      -   0.99980692  x   0.99966339  =   0.99947038
 JN0409
 JN0409:                Primary Azimuth Mark                     Grid Az
 JN0409:SPC UT C     -  RESERVOIR                                120 11 55.8
 JN0409:UTM  12      -  RESERVOIR                                120 31 42.6
 JN0409
 JN0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ7175216388(NAD 83)
 JN0409
 JN0409|---------------------------------------------------------------------|
 JN0409| PID    Reference Object                     Distance      Geod. Az  |
 JN0409|                                                           dddmmss.s |
 JN0409| JN0405 RESERVOIR                           451.934 METERS 1210259.5 |
 JN0409|---------------------------------------------------------------------|
 JN0409
 JN0409                          SUPERSEDED SURVEY CONTROL
 JN0409
 JN0409  NAD 83(1986)-  38 59 36.82150(N)    110 10 17.23375(W) AD(       ) 3
 JN0409  NAD 27      -  38 59 36.92100(N)    110 10 14.73900(W) AD(       ) 3
 JN0409  USCA        -  38 59 31.59000(N)    110 10 20.73000(W) AD(       ) 3
 JN0409  USSD        -  38 59 37.58900(N)    110 10 15.33800(W) AD(       ) 3
 JN0409
 JN0409.Superseded values are not recommended for survey control.
 JN0409
 JN0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0409.See file dsdata.pdf to determine how the superseded data were derived.
 JN0409
 JN0409_MARKER: H = DRILL HOLE
 JN0409_SETTING: 66 = SET IN ROCK OUTCROP
 JN0409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0409+STABILITY: POSITION/ELEVATION WELL
 JN0409
 JN0409  HISTORY     - Date     Condition        Report By
 JN0409  HISTORY     - 1898     MONUMENTED       CGS
 JN0409  HISTORY     - 1954     SEE DESCRIPTION  USGS
 JN0409
 JN0409                          STATION DESCRIPTION
 JN0409
 JN0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (CHS)
 JN0409'JUST WEST OF THE FIRST CURVE OF THE RAILROAD WEST OF THE DEPOT
 JN0409'AT GREEN RIVER, ABOUT 200 METERS FROM THE WEST WATER TANK AND
 JN0409'9 PACES NORTH OF THE TRACK.  A LOW RIDGE EXTENDING NORTH AND
 JN0409'SOUTH IS ABOUT 20 OR 30 METERS EAST OF THE STATION.  THE
 JN0409'STATION IS ON THE TOP OF A LOW DIRT PIER AND IS MARKED BY A DRILL
 JN0409'HOLE IN A PIECE OF SANDSTONE.
 JN0409
 JN0409                          STATION RECOVERY (1954)
 JN0409
 JN0409'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JN0409'STATION PROBABLY DESTROYED.  THE RAILROAD BED HAS BEEN WIDENED
 JN0409'HERE AND CONSTRUCTION WORK DONE ALONG RAILROAD RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0403 ***********************************************************************
 JN0403  DESIGNATION -  GREEN RIVER N MERIDIAN
 JN0403  PID         -  JN0403
 JN0403  STATE/COUNTY-  UT/EMERY
 JN0403  COUNTRY     -  US
 JN0403  USGS QUAD   -  GREEN RIVER (2017)
 JN0403
 JN0403                         *CURRENT SURVEY CONTROL
 JN0403  ______________________________________________________________________
 JN0403* NAD 83(1994) POSITION- 38 59 49.88247(N) 110 09 57.55909(W)   ADJUSTED
 JN0403* NAVD 88 ORTHO HEIGHT -  1245.    (meters)     4085.    (feet) SCALED
 JN0403  ______________________________________________________________________
 JN0403  GEOID HEIGHT    -        -20.118 (meters)                     GEOID18
 JN0403  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 JN0403  HORZ ORDER      -  THIRD
 JN0403
 JN0403.The horizontal coordinates were established by classical geodetic methods
 JN0403.and adjusted by the National Geodetic Survey in November 1997.
 JN0403
 JN0403.The orthometric height was scaled from a topographic map.
 JN0403
 JN0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0403.GEOID18 height accuracy estimate available here.
 JN0403
 JN0403.Click photographs - Photos may exist for this station.
 JN0403
 JN0403.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0403
 JN0403. The following values were computed from the NAD 83(1994) position.
 JN0403
 JN0403;                    North         East     Units Scale Factor Converg.
 JN0403;SPC UT C     - 2,074,564.033   615,561.456   MT  1.00000486   +0 51 16.3
 JN0403;SPC UT C     - 6,806,298.83  2,019,554.54   sFT  1.00000486   +0 51 16.3
 JN0403;UTM  12      - 4,316,795.496   572,221.900   MT  0.99966423   +0 31 29.5
 JN0403
 JN0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0403!SPC UT C     -   0.99980786  x   1.00000486  =   0.99981272
 JN0403!UTM  12      -   0.99980786  x   0.99966423  =   0.99947216
 JN0403
 JN0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ7222116795(NAD 83)
 JN0403
 JN0403                          SUPERSEDED SURVEY CONTROL
 JN0403
 JN0403  NAD 83(1986)-  38 59 49.87085(N)    110 09 57.55230(W) AD(       ) 3
 JN0403  NAD 27      -  38 59 49.97100(N)    110 09 55.05900(W) AD(       ) 3
 JN0403  USCA        -  38 59 44.64000(N)    110 10 01.05000(W) AD(       ) 3
 JN0403  USSD        -  38 59 50.63900(N)    110 09 55.65800(W) AD(       ) 3
 JN0403
 JN0403.Superseded values are not recommended for survey control.
 JN0403
 JN0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0403.See file dsdata.pdf to determine how the superseded data were derived.
 JN0403
 JN0403_MARKER: V = STONE MONUMENT
 JN0403
 JN0403  HISTORY     - Date     Condition        Report By
 JN0403  HISTORY     - 1898     MONUMENTED       CGS
 JN0403  HISTORY     - 1954     MARK NOT FOUND   USGS
 JN0403  HISTORY     - 20190919 MARK NOT FOUND   NGS
 JN0403
 JN0403                          STATION DESCRIPTION
 JN0403
 JN0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (CHS)
 JN0403'ABOUT 625 METERS DIRECTLY NORTH OF GREEN RIVER LONGITUDE STATION,
 JN0403'ABOUT 30 METERS NORTH OF A LARGE WASH AND JUST WEST OF A WAGON
 JN0403'ROAD.  THE STATION IS MARKED BY A DRILL HOLE IN A SANDSTONE
 JN0403'BLOCK 10 INCHES SQUARE AND 18 INCHES LONG HAVING A PILE OF BRICKS
 JN0403'AROUND THE TOP.
 JN0403
 JN0403                          STATION RECOVERY (1954)
 JN0403
 JN0403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JN0403'STATION WAS SEARCHED FOR AND NOT FOUND.  THE AREA 600 METERS
 JN0403'NORTH OF THE PRESENT DEPOT IS ALONG A STREET IN GREEN RIVER.  NO
 JN0403'BUILDINGS ARE ALONG HERE, NO EVIDENCE OF THE OLD WAGON ROAD
 JN0403'EXISTS.  THE WASH WAS FOUND.
 JN0403
 JN0403                          STATION RECOVERY (2019)
 JN0403
 JN0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (DW)
 JN0403'NO SIGN OF BLOCK IN EMPTY FIELD NORTH OF 100 N ROAD AND WEST OF
 JN0403'BROADWAY STREET.  SEARCHED FOR WITH HANDHELD GPS.  DID NOT DIG.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0406 ***********************************************************************
 JN0406  DESIGNATION -  GREEN RIVER S MERIDIAN
 JN0406  PID         -  JN0406
 JN0406  STATE/COUNTY-  UT/EMERY
 JN0406  COUNTRY     -  US
 JN0406  USGS QUAD   -  GREEN RIVER (2017)
 JN0406
 JN0406                         *CURRENT SURVEY CONTROL
 JN0406  ______________________________________________________________________
 JN0406* NAD 83(1994) POSITION- 38 59 29.93322(N) 110 09 57.55940(W)   ADJUSTED
 JN0406* NAVD 88 ORTHO HEIGHT -  1245.    (meters)     4085.    (feet) SCALED
 JN0406  ______________________________________________________________________
 JN0406  GEOID HEIGHT    -        -20.134 (meters)                     GEOID18
 JN0406  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 JN0406  HORZ ORDER      -  THIRD
 JN0406
 JN0406.The horizontal coordinates were established by classical geodetic methods
 JN0406.and adjusted by the National Geodetic Survey in November 1997.
 JN0406
 JN0406.The orthometric height was scaled from a topographic map.
 JN0406
 JN0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0406.GEOID18 height accuracy estimate available here.
 JN0406
 JN0406.Click photographs - Photos may exist for this station.
 JN0406
 JN0406.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0406
 JN0406. The following values were computed from the NAD 83(1994) position.
 JN0406
 JN0406;                    North         East     Units Scale Factor Converg.
 JN0406;SPC UT C     - 2,073,948.911   615,570.624   MT  1.00000627   +0 51 16.3
 JN0406;SPC UT C     - 6,804,280.72  2,019,584.62   sFT  1.00000627   +0 51 16.3
 JN0406;UTM  12      - 4,316,180.541   572,227.525   MT  0.99966424   +0 31 29.2
 JN0406
 JN0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0406!SPC UT C     -   0.99980786  x   1.00000627  =   0.99981413
 JN0406!UTM  12      -   0.99980786  x   0.99966424  =   0.99947217
 JN0406
 JN0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ7222716180(NAD 83)
 JN0406
 JN0406                          SUPERSEDED SURVEY CONTROL
 JN0406
 JN0406  NAD 83(1986)-  38 59 29.92161(N)    110 09 57.55249(W) AD(       ) 3
 JN0406  NAD 27      -  38 59 30.02000(N)    110 09 55.06000(W) AD(       ) 3
 JN0406  USCA        -  38 59 24.69000(N)    110 10 01.05000(W) AD(       ) 3
 JN0406  USSD        -  38 59 30.69000(N)    110 09 55.65800(W) AD(       ) 3
 JN0406
 JN0406.Superseded values are not recommended for survey control.
 JN0406
 JN0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0406.See file dsdata.pdf to determine how the superseded data were derived.
 JN0406
 JN0406_MARKER: V = STONE MONUMENT
 JN0406
 JN0406  HISTORY     - Date     Condition        Report By
 JN0406  HISTORY     - 1898     MONUMENTED       CGS
 JN0406  HISTORY     - 1954     MARK NOT FOUND   USGS
 JN0406  HISTORY     - 20180605 MARK NOT FOUND   NGS
 JN0406
 JN0406                          STATION DESCRIPTION
 JN0406
 JN0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (CHS)
 JN0406'FIFTY PACES SOUTH OF THE RAILROAD AND 12.40 METERS NORTH OF
 JN0406'GREEN RIVER LONGITUDE STATION.  THE STATION IS MARKED BY A DRILL
 JN0406'HOLE IN A PIECE OF SANDSTONE WITH FOUR REFERENCE BRICKS PLACED
 JN0406'AROUND IT JUST BELOW THE SURFACE OF THE GROUND.
 JN0406
 JN0406                          STATION RECOVERY (1954)
 JN0406
 JN0406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JN0406'STATION SEARCHED FOR AND NOT FOUND.  THIS AREA IS COVERED BY
 JN0406'PRESENT RAILROAD YARDS.
 JN0406
 JN0406                          STATION RECOVERY (2018)
 JN0406
 JN0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 JN0406'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0401 ***********************************************************************
 JN0401  DESIGNATION -  GREEN RIVER UNION CARBIDE TANK
 JN0401  PID         -  JN0401
 JN0401  STATE/COUNTY-  UT/GRAND
 JN0401  COUNTRY     -  US
 JN0401  USGS QUAD   -  GREEN RIVER (2017)
 JN0401
 JN0401                         *CURRENT SURVEY CONTROL
 JN0401  ______________________________________________________________________
 JN0401* NAD 83(1994) POSITION- 38 58 44.22119(N) 110 08 19.29278(W)   ADJUSTED
 JN0401  ______________________________________________________________________
 JN0401  GEOID HEIGHT    -        -20.204 (meters)                     GEOID18
 JN0401  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 JN0401  HORZ ORDER      -  THIRD
 JN0401
 JN0401.The horizontal coordinates were established by classical geodetic methods
 JN0401.and adjusted by the National Geodetic Survey in November 1997.
 JN0401
 JN0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0401.GEOID18 height accuracy estimate available here.
 JN0401
 JN0401.Click photographs - Photos may exist for this station.
 JN0401
 JN0401.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0401
 JN0401. The following values were computed from the NAD 83(1994) position.
 JN0401
 JN0401;                    North         East     Units Scale Factor Converg.
 JN0401;SPC UT C     - 2,072,575.046   617,956.681   MT  1.00000952   +0 52 19.3
 JN0401;SPC UT C     - 6,799,773.30  2,027,412.88   sFT  1.00000952   +0 52 19.3
 JN0401;UTM  12      - 4,314,793.432   574,604.818   MT  0.99966853   +0 32 30.5
 JN0401
 JN0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ7460414793(NAD 83)
 JN0401
 JN0401                          SUPERSEDED SURVEY CONTROL
 JN0401
 JN0401  NAD 83(1986)-  38 58 44.20789(N)    110 08 19.28663(W) AD(       ) 3
 JN0401  NAD 27      -  38 58 44.31124(N)    110 08 16.81157(W) AD(       ) 3
 JN0401
 JN0401.Superseded values are not recommended for survey control.
 JN0401
 JN0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0401.See file dsdata.pdf to determine how the superseded data were derived.
 JN0401
 JN0401_MARKER: 53 = ELEVATED TANK
 JN0401
 JN0401  HISTORY     - Date     Condition        Report By
 JN0401  HISTORY     - 1966     FIRST OBSERVED   CGS
 JN0401
 JN0401                          STATION DESCRIPTION
 JN0401
 JN0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 JN0401'STATION IS THE TOP CENTER OF THE TANK.  IT IS A DOUBLE ELLIPSOIDAL
 JN0401'TYPE STEEL TANK, SUPPORTED BY FOUR TUBLAR COLUMNS AND IS
 JN0401'140 FEET HIGH.  IT IS PAINTED RED AND THE LETTERS ARC ARE
 JN0401'ON THE NORTH SIDE.
 JN0401'
 JN0401'STATION IS ABOUT 2 MILES EAST SOUTHEAST OF GREEN RIVER, ON
 JN0401'THE WHITE SANDS MISSILE RANGE.  IT IS LEASED TO THE ATLANTIC
 JN0401'RESEARCH CORPORATION AND INFORMATION WAS OBTAINED FROM THEM.
 JN0401'STATION COULD NOT BE VISITED BY THIS PARTY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0402 ***********************************************************************
 JN0402  DESIGNATION -  GREEN RIVER WEST BASE
 JN0402  PID         -  JN0402
 JN0402  STATE/COUNTY-  UT/EMERY
 JN0402  COUNTRY     -  US
 JN0402  USGS QUAD   -  GREEN RIVER (2017)
 JN0402
 JN0402                         *CURRENT SURVEY CONTROL
 JN0402  ______________________________________________________________________
 JN0402* NAD 83(1994) POSITION- 38 59 35.50882(N) 110 11 05.34120(W)   ADJUSTED
 JN0402* NAVD 88 ORTHO HEIGHT -  1255.    (meters)     4117.    (feet) SCALED
 JN0402  ______________________________________________________________________
 JN0402  GEOID HEIGHT    -        -20.099 (meters)                     GEOID18
 JN0402  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC18
 JN0402  HORZ ORDER      -  THIRD
 JN0402
 JN0402.The horizontal coordinates were established by classical geodetic methods
 JN0402.and adjusted by the National Geodetic Survey in November 1997.
 JN0402
 JN0402.The orthometric height was scaled from a topographic map.
 JN0402
 JN0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0402.GEOID18 height accuracy estimate available here.
 JN0402
 JN0402.Click photographs - Photos may exist for this station.
 JN0402
 JN0402.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0402
 JN0402. The following values were computed from the NAD 83(1994) position.
 JN0402
 JN0402;                    North         East     Units Scale Factor Converg.
 JN0402;SPC UT C     - 2,074,096.675   613,937.047   MT  1.00000588   +0 50 32.9
 JN0402;SPC UT C     - 6,804,765.51  2,014,225.13   sFT  1.00000588   +0 50 32.9
 JN0402;UTM  12      - 4,316,337.647   570,595.386   MT  0.99966137   +0 30 46.6
 JN0402
 JN0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0402!SPC UT C     -   0.99980629  x   1.00000588  =   0.99981217
 JN0402!UTM  12      -   0.99980629  x   0.99966137  =   0.99946773
 JN0402
 JN0402:                Primary Azimuth Mark                     Grid Az
 JN0402:SPC UT C     -  WASH                                     330 30 00.4
 JN0402:UTM  12      -  WASH                                     330 49 46.7
 JN0402
 JN0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ7059516337(NAD 83)
 JN0402
 JN0402|---------------------------------------------------------------------|
 JN0402| PID    Reference Object                     Distance      Geod. Az  |
 JN0402|                                                           dddmmss.s |
 JN0402| KN0479 WASH                                APPROX. 1.2 KM 3312033.3 |
 JN0402|---------------------------------------------------------------------|
 JN0402
 JN0402                          SUPERSEDED SURVEY CONTROL
 JN0402
 JN0402  NAD 83(1986)-  38 59 35.49695(N)    110 11 05.33434(W) AD(       ) 3
 JN0402  NAD 27      -  38 59 35.59600(N)    110 11 02.83900(W) AD(       ) 3
 JN0402  USCA        -  38 59 30.27000(N)    110 11 08.83000(W) AD(       ) 3
 JN0402  USSD        -  38 59 36.26400(N)    110 11 03.43800(W) AD(       ) 3
 JN0402
 JN0402.Superseded values are not recommended for survey control.
 JN0402
 JN0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0402.See file dsdata.pdf to determine how the superseded data were derived.
 JN0402
 JN0402_MARKER: H = DRILL HOLE
 JN0402_SETTING: 0 = UNSPECIFIED SETTING
 JN0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0402
 JN0402  HISTORY     - Date     Condition        Report By
 JN0402  HISTORY     - 1898     MONUMENTED       CGS
 JN0402  HISTORY     - 1954     SEE DESCRIPTION  USGS
 JN0402
 JN0402                          STATION DESCRIPTION
 JN0402
 JN0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (CHS)
 JN0402'ABOUT 1/2 MILE WEST OF THE FIRST CURVE WEST OF THE DEPOT AT GREEN
 JN0402'RIVER, 194 METERS WEST OF WOODEN CULVERT NO. 221A AND 9 PACES
 JN0402'NORTH OF THE NORTH RAIL OF THE TRACK.  THE STATION IS BETWEEN
 JN0402'THE LINE OF TELEGRAPH POLES AND THE TRACK AND IS ABOUT 15 OR
 JN0402'20 METERS SOUTHEAST OF AN OLD RAILROAD GRADE EXTENDING NORTHEAST
 JN0402'AND SOUTHWEST.  THE STATION IS MARKED BY A DRILL HOLE IN A SHALE
 JN0402'ROCK SET FLUSH WITH THE SURFACE OF THE GROUND.
 JN0402
 JN0402                          STATION RECOVERY (1954)
 JN0402
 JN0402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JN0402'STATION PROBABLY DESTROYED.  THE RAILROAD RIGHT-OF-WAY HAS BEEN
 JN0402'GRADED IN THIS AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0953 ***********************************************************************
 HN0953  DESIGNATION -  GREEN=ET U 84
 HN0953  PID         -  HN0953
 HN0953  STATE/COUNTY-  UT/KANE
 HN0953  COUNTRY     -  US
 HN0953  USGS QUAD   -  DAVIS GULCH (2017)
 HN0953
 HN0953                         *CURRENT SURVEY CONTROL
 HN0953  ______________________________________________________________________
 HN0953* NAD 83(1994) POSITION- 37 16 18.69010(N) 110 55 05.66196(W)   ADJUSTED
 HN0953* NAVD 88 ORTHO HEIGHT -  1362.7   (meters)     4471.    (feet) VERTCON3
 HN0953  ______________________________________________________________________
 HN0953  GEOID HEIGHT    -        -22.725 (meters)                     GEOID18
 HN0953  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 HN0953  HORZ ORDER      -  SECOND
 HN0953
 HN0953.The horizontal coordinates were established by classical geodetic methods
 HN0953.and adjusted by the National Geodetic Survey in November 1997.
 HN0953
 HN0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0953
 HN0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0953.GEOID18 height accuracy estimate available here.
 HN0953
 HN0953.Click photographs - Photos may exist for this station.
 HN0953
 HN0953.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0953
 HN0953. The following values were computed from the NAD 83(1994) position.
 HN0953
 HN0953;                    North         East     Units Scale Factor Converg.
 HN0953;SPC UT S     - 3,067,326.671   551,597.741   MT  0.99999100   +0 21 23.2
 HN0953;SPC UT S     -10,063,387.59  1,809,700.26   sFT  0.99999100   +0 21 23.2
 HN0953;UTM  12      - 4,125,034.327   507,248.753   MT  0.99960065   +0 02 58.3
 HN0953
 HN0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0953!SPC UT S     -   0.99978977  x   0.99999100  =   0.99978077
 HN0953!UTM  12      -   0.99978977  x   0.99960065  =   0.99939050
 HN0953
 HN0953:                Primary Azimuth Mark                     Grid Az
 HN0953:SPC UT S     -  GREEN AZ MK                              242 16 36.4
 HN0953:UTM  12      -  GREEN AZ MK                              242 35 01.3
 HN0953
 HN0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0724825034(NAD 83)
 HN0953
 HN0953|---------------------------------------------------------------------|
 HN0953| PID    Reference Object                     Distance      Geod. Az  |
 HN0953|                                                           dddmmss.s |
 HN0953| CM7368 GREEN RM 1                           11.996 METERS 15410     |
 HN0953| HN0954 GREEN AZ MK                         APPROX. 2.1 KM 2423759.6 |
 HN0953| CM7369 GREEN RM 2                           11.147 METERS 27115     |
 HN0953|---------------------------------------------------------------------|
 HN0953
 HN0953                          SUPERSEDED SURVEY CONTROL
 HN0953
 HN0953  NAD 83(1992)-  37 16 18.68636(N)    110 55 05.66220(W) AD(       ) 2
 HN0953  NAD 83(1986)-  37 16 18.68576(N)    110 55 05.66170(W) AD(       ) 2
 HN0953  NAD 27      -  37 16 18.71664(N)    110 55 03.11369(W) AD(       ) 2
 HN0953  NGVD 29 (07/19/86) 1361.7    (m)         4468.     (f) VERT ANG       
 HN0953
 HN0953.Superseded values are not recommended for survey control.
 HN0953
 HN0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0953.See file dsdata.pdf to determine how the superseded data were derived.
 HN0953
 HN0953_MARKER: DD = SURVEY DISK
 HN0953_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0953_STAMPING: GREEN ET U 84 1953
 HN0953_MARK LOGO: USGS
 HN0953_MAGNETIC: P = MARKER IS A STEEL PIPE
 HN0953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0953
 HN0953  HISTORY     - Date     Condition        Report By
 HN0953  HISTORY     - 1953     MONUMENTED       USGS
 HN0953  HISTORY     - 1963     GOOD             CGS
 HN0953  HISTORY     - 1963     GOOD             CGS
 HN0953
 HN0953                          STATION DESCRIPTION
 HN0953
 HN0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0953'THE STATION IS ON THE SOUTHWEST PART OF A FLAT-TOPPED MESA,
 HN0953'ABOUT 1-1/2 MILES NORTHWEST OF HOLE-IN-THE-ROCK, 1-1/4 MILES
 HN0953'NORTHEAST OF THE HOLE-IN-THE-ROCK AIR STRIP AND 51 MILES
 HN0953'SOUTHEAST OF ESCALANTE.
 HN0953'
 HN0953'TO REACH BY HELICOPTER FROM HOLE-IN-THE-ROCK AIR STRIP, FLY
 HN0953'NORTHEAST ON A TRUE COURSE OF 58 DEGREES FOR ABOUT 1-1/4
 HN0953'MILES TO THE STATION.
 HN0953'
 HN0953'THE STATION IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED GREEN
 HN0953'ET U 84 1953, BRAZED TO THE TOP OF A 2-INCH IRON PIPE WHICH
 HN0953'PROJECTS 9 INCHES.  IT IS ON THE SOUTH ONE OF TWO MESAS AND
 HN0953'NEAR ITS SOUTHWEST CORNER.
 HN0953'
 HN0953'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GREEN USGS
 HN0953'NO 1 1963, BRAZED TO THE TOP OF A 2-INCH IRON PIPE WHICH
 HN0953'PROJECTS 4 INCHES.  IT IS 40 FEET EAST OF THE WEST EDGE OF
 HN0953'THE MESA.
 HN0953'
 HN0953'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GREEN USGS NO
 HN0953'2 1963, BRAZED TO THE TOP OF A 2-INCH IRON PIPE WHICH PROJECTS
 HN0953'4 INCHES.  IT IS 32 FEET NORTH OF THE SOUTH EDGE OF THE MESA.
 HN0953'
 HN0953'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GREEN USGS 1963,
 HN0953'BRAZED TO THE TOP OF A 2-1/2 INCH GALVANIZED PIPE WHICH IS
 HN0953'30 INCHES LONG AND PROJECTS ABOUT 4 INCHES.  IT IS 142 FEET
 HN0953'EAST-SOUTHEAST OF THE CENTER OF THE AIR STRIP AT HOLE-IN-THE-ROCK,
 HN0953'2.5 FEET NORTHWEST OF THE POLE HOLDING THE WIND SOCK AND
 HN0953'2.4 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN.
 HN0953
 HN0953                          STATION RECOVERY (1963)
 HN0953
 HN0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HN0953'RECOVERED IN GOOD CONDITION.
 HN0953'
 HN0953'STATION MARK--STANDARD TABLET, STAMPED ---GREEN ET U 84 1953---,
 HN0953'BRAZED ON 2 IN. STEEL PIPE SET IN GROUND AND PROJECTING 0.7 FT.
 HN0953'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0618 ***********************************************************************
 LN0618  DESIGNATION -  GREENDALE
 LN0618  PID         -  LN0618
 LN0618  STATE/COUNTY-  UT/DAGGETT
 LN0618  COUNTRY     -  US
 LN0618  USGS QUAD   -  MOUNT LENA (2017)
 LN0618
 LN0618                         *CURRENT SURVEY CONTROL
 LN0618  ______________________________________________________________________
 LN0618* NAD 83(1994) POSITION- 40 52 18.82118(N) 109 29 45.90496(W)   ADJUSTED
 LN0618* NAVD 88 ORTHO HEIGHT -  2261.8   (meters)     7421.    (feet) VERTCON3
 LN0618  ______________________________________________________________________
 LN0618  GEOID HEIGHT    -        -13.734 (meters)                     GEOID18
 LN0618  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 LN0618  HORZ ORDER      -  THIRD
 LN0618
 LN0618.The horizontal coordinates were established by classical geodetic methods
 LN0618.and adjusted by the National Geodetic Survey in November 1997.
 LN0618
 LN0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0618
 LN0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0618.GEOID18 height accuracy estimate available here.
 LN0618
 LN0618.Click photographs - Photos may exist for this station.
 LN0618
 LN0618.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0618
 LN0618. The following values were computed from the NAD 83(1994) position.
 LN0618
 LN0618;                    North         East     Units Scale Factor Converg.
 LN0618;SPC UT N     - 1,061,754.319   668,907.207   MT  0.99997857   +1 19 16.7
 LN0618;SPC UT N     - 3,483,438.96  2,194,573.06   sFT  0.99997857   +1 19 16.7
 LN0618;UTM  12      - 4,525,624.807   626,728.271   MT  0.99979767   +0 59 03.3
 LN0618
 LN0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0618!SPC UT N     -   0.99964748  x   0.99997857  =   0.99962606
 LN0618!UTM  12      -   0.99964748  x   0.99979767  =   0.99944522
 LN0618
 LN0618:                Primary Azimuth Mark                     Grid Az
 LN0618:SPC UT N     -  TUSK                                     324 44 42.1
 LN0618:UTM  12      -  TUSK                                     325 04 55.5
 LN0618
 LN0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL2672825624(NAD 83)
 LN0618
 LN0618|---------------------------------------------------------------------|
 LN0618| PID    Reference Object                     Distance      Geod. Az  |
 LN0618|                                                           dddmmss.s |
 LN0618| LN0659 TUSK                                APPROX. 9.6 KM 3260358.8 |
 LN0618|---------------------------------------------------------------------|
 LN0618
 LN0618                          SUPERSEDED SURVEY CONTROL
 LN0618
 LN0618  NAD 83(1993)-  40 52 18.82133(N)    109 29 45.90481(W) AD(       ) 3
 LN0618  NAD 83(1986)-  40 52 18.80258(N)    109 29 45.89487(W) AD(       ) 3
 LN0618  NAD 27      -  40 52 18.95247(N)    109 29 43.39020(W) AD(       ) 3
 LN0618  NGVD 29 (07/19/86) 2260.5    (m)         7416.     (f) VERT ANG       
 LN0618
 LN0618.Superseded values are not recommended for survey control.
 LN0618
 LN0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0618.See file dsdata.pdf to determine how the superseded data were derived.
 LN0618
 LN0618_MARKER: DD = SURVEY DISK
 LN0618_SETTING: 80 = SET IN A BOULDER
 LN0618_STAMPING: GREENDALE
 LN0618_MARK LOGO: BOR
 LN0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0618+STABILITY: SURFACE MOTION
 LN0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LN0618+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2009
 LN0618
 LN0618  HISTORY     - Date     Condition        Report By
 LN0618  HISTORY     - UNK      MONUMENTED       BOR
 LN0618  HISTORY     - 1967     GOOD             USGS
 LN0618  HISTORY     - 20060520 GOOD             GEOCAC
 LN0618  HISTORY     - 20091018 GOOD             GEOCAC
 LN0618
 LN0618                          STATION DESCRIPTION
 LN0618
 LN0618'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 LN0618'RECOVERED, DESCRIPTION FOLLOWS,
 LN0618'LOCATED ABOUT 2.25 MI. E. OF GREEN LAKES RESORT, 100 YARDS S. OF THE
 LN0618'OLD STATE HIGHWAY 44 AND ABOUT 6 FT. S. OF THE TOP OF THE CUT OF THE
 LN0618'NEW HIGHWAY.
 LN0618'
 LN0618'TO REACH FROM FLAMING GORGE DAM, FOLLOW STATE HIGHWAY 260 W. FOR 5.8
 LN0618'MI. TO JUNCTION WITH STATE HIGHWAY 44, MAKE RIGHT TURN FOLLOWING
 LN0618'STATE HIGHWAY 44 DIRECTION MANILA FOR 1.2 MI. TO BEND OF THE RD. AND
 LN0618'VIEW POINT, STATION IS ON THE S. SIDE OF THE HIGHWAY AND ON THE TOP OF
 LN0618'THE RIDGE.
 LN0618'
 LN0618'STATION MARK - BOR  BRONZE TABLET STAMPED ---GREENDALE--- SET IN LARGE
 LN0618'FLAT BOULDER.
 LN0618'
 LN0618'REFERENCE MARK NO.1 - CHISELED CROSS IN BOULDER FLUSH WITH GROUND,
 LN0618'9.28 FT. FROM STATION MARK, S 49 DEG 58 MIN W.
 LN0618'
 LN0618'REFERENCE MARK NO.2 - CHISELED CROSS IN BOULDER PROJECTING ABOUT 8 IN.
 LN0618'ABOVE GROUND, 14.67 FT. FROM STATION MARK, N 34 DEG 35 MIN W.
 LN0618
 LN0618                          STATION RECOVERY (2006)
 LN0618
 LN0618'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LN0618'FOUND THE STATION IN GOOD CONDITION.  COULD NOT FIND EITHER REFERENCE
 LN0618'MARK
 LN0618
 LN0618                          STATION RECOVERY (2009)
 LN0618
 LN0618'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LN0618'RM'S NOT FOUND.  THERE IS A FLUSH BOULDER AT THE CALL FOR RM 1.  RM 2
 LN0618'LIKELY TAKEN BY THE LAST ROAD WIDENING PROJECT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0510 ***********************************************************************
 JO0510  DESIGNATION -  GREENVILLE
 JO0510  PID         -  JO0510
 JO0510  STATE/COUNTY-  UT/BEAVER
 JO0510  COUNTRY     -  US
 JO0510  USGS QUAD   -  BEAVER (2017)
 JO0510
 JO0510                         *CURRENT SURVEY CONTROL
 JO0510  ______________________________________________________________________
 JO0510* NAD 83(1994) POSITION- 38 15 20.04739(N) 112 44 47.23330(W)   ADJUSTED
 JO0510* NAVD 88 ORTHO HEIGHT -  1721.3   (meters)     5647.    (feet) VERTCON3
 JO0510  ______________________________________________________________________
 JO0510  GEOID HEIGHT    -        -20.554 (meters)                     GEOID18
 JO0510  LAPLACE CORR    -          3.12  (seconds)                    DEFLEC18
 JO0510  HORZ ORDER      -  FIRST
 JO0510
 JO0510.The horizontal coordinates were established by classical geodetic methods
 JO0510.and adjusted by the National Geodetic Survey in November 1997.
 JO0510
 JO0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0510
 JO0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0510.GEOID18 height accuracy estimate available here.
 JO0510
 JO0510.Click photographs - Photos may exist for this station.
 JO0510
 JO0510.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0510
 JO0510. The following values were computed from the NAD 83(1994) position.
 JO0510
 JO0510;                    North         East     Units Scale Factor Converg.
 JO0510;SPC UT S     - 3,177,073.250   390,906.791   MT  0.99998509   -0 45 49.3
 JO0510;SPC UT S     -10,423,447.82  1,282,500.03   sFT  0.99998509   -0 45 49.3
 JO0510;UTM  12      - 4,235,613.735   347,194.116   MT  0.99988757   -1 04 53.6
 JO0510
 JO0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0510!SPC UT S     -   0.99973321  x   0.99998509  =   0.99971830
 JO0510!UTM  12      -   0.99973321  x   0.99988757  =   0.99962081
 JO0510
 JO0510:                Primary Azimuth Mark                     Grid Az
 JO0510:SPC UT S     -  BAKERS                                   077 21 13.6
 JO0510:UTM  12      -  BAKERS                                   077 40 17.9
 JO0510
 JO0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH4719435613(NAD 83)
 JO0510
 JO0510|---------------------------------------------------------------------|
 JO0510| PID    Reference Object                     Distance      Geod. Az  |
 JO0510|                                                           dddmmss.s |
 JO0510| JO0503 BAKERS                              APPROX.22.5 KM 0763524.3 |
 JO0510| CM4793 GREENVILLE RM 1                      11.812 METERS 13704     |
 JO0510| CM4794 GREENVILLE RM 2                      10.212 METERS 23127     |
 JO0510| CM4792 GREENVILLE AZ MK                                   2770341.7 |
 JO0510|---------------------------------------------------------------------|
 JO0510
 JO0510                          SUPERSEDED SURVEY CONTROL
 JO0510
 JO0510  NAD 83(1986)-  38 15 20.04367(N)    112 44 47.23034(W) AD(       ) 1
 JO0510  NAD 27      -  38 15 20.15200(N)    112 44 44.43000(W) AD(       ) 1
 JO0510  NGVD 29 (07/19/86) 1720.1    (m)         5643.     (f) VERT ANG       
 JO0510
 JO0510.Superseded values are not recommended for survey control.
 JO0510
 JO0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0510.See file dsdata.pdf to determine how the superseded data were derived.
 JO0510
 JO0510_MARKER: DS = TRIANGULATION STATION DISK
 JO0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0510_STAMPING: GREENVILLE 1938
 JO0510_MARK LOGO: CGS
 JO0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0510+STABILITY: SURFACE MOTION
 JO0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0510+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2010
 JO0510
 JO0510  HISTORY     - Date     Condition        Report By
 JO0510  HISTORY     - 1938     MONUMENTED       CGS
 JO0510  HISTORY     - 1970     GOOD             USAF
 JO0510  HISTORY     - 1971     GOOD             USGS
 JO0510  HISTORY     - 1976     GOOD             NGS
 JO0510  HISTORY     - 20100510 GOOD             DI
 JO0510
 JO0510                          STATION DESCRIPTION
 JO0510
 JO0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JO0510'ABOUT 6 MILES W BY S OF BEAVER, UTAH, AND ABOUT 1.9 MILES W
 JO0510'OF GREENVILLE, UTAH.  STATION IS LOCATED ON LOW, SAGEBRUSH
 JO0510'FLATS 45 FEET S OF GRAVEL ROAD THAT RUNS W FROM GREENVILLE,
 JO0510'UTAH.
 JO0510'
 JO0510'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JO0510'BRONZE DISKS IN CONCRETE.
 JO0510'
 JO0510'TO REACH STATION FROM BEAVER, UTAH, GO W FROM SOUTHERN ONE OF
 JO0510'TWO STOP LIGHTS IN BEAVER ON UTAH 21 6.65 MILES TO WHERE A
 JO0510'GOOD GRAVEL ROAD COMES IN ON L.  THENCE LEAVE 21 AND MAKE A U
 JO0510'TURN TO L AND FOLLOW GRAVEL ROAD EASTERLY 0.6 MILE TO STATION
 JO0510'ON S SIDE OF ROAD.
 JO0510'
 JO0510'REFERENCE MARK NO. 1 IS SE OF STATION AT ABOUT SAME ELEVATION.
 JO0510'REFERENCE MARK NO. 2 IS SW OF STATION AT ABOUT SAME ELEVATION AS
 JO0510'STATION.
 JO0510'
 JO0510'AZIMUTH MARK IS ABOUT 0.6 MILE W OF STATION AT ABOUT SAME
 JO0510'ELEVATION AS STATION.  IT IS SET IN FORK OF JUNCTION OF UTAH
 JO0510'21 AND GRAVEL ROAD THAT PASSES JUST N OF STATION.
 JO0510
 JO0510                          STATION RECOVERY (1970)
 JO0510
 JO0510'RECOVERY NOTE BY US AIR FORCE 1970
 JO0510'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 JO0510'CONDITION AS DESCRIBED.
 JO0510'
 JO0510'A THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT THE
 JO0510'MONUMENT WAS NOT FOUND.  POSSIBLY DESTROYED DURING HIGHWAY
 JO0510'CONSTRUCTION IN THE AREA.
 JO0510'
 JO0510'ROUTE DESCRIPTION WAS ADEQUATE.
 JO0510
 JO0510                          STATION RECOVERY (1971)
 JO0510
 JO0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JO0510'RECOVERED IN GOOD CONDITION.  A NEW TO REACH
 JO0510'DESCRIPTION AS FOLLOWS
 JO0510'
 JO0510'TO REACH FROM THE POST OFFICE AT BEAVER, UTAH, GO 3.8 MI. W. ON THE
 JO0510'MAIN HIGHWAY TO MINERSVILLE, TURN LEFT AND GO 1.3 MI. S. TO THE
 JO0510'GREENVILLE POST OFFICE, CONTINUE SW. 0.1 MI. TO JUNCTION, PROCEED W.
 JO0510'1.9 MI. ALONG RD. TO LOW RISE AND STATION 45 FT. S. OF THE RD., 7 FT.
 JO0510'W. OF FIREBREAK, AND 3.5 FT. SW. OF WITNESS SIGN.
 JO0510'
 JO0510'STATION MARK--STANDARD BRONZE DISK IN CONCRETE.
 JO0510
 JO0510                          STATION RECOVERY (1976)
 JO0510
 JO0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JDS)
 JO0510'THE STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE MARK NUMBER
 JO0510'2 WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 JO0510'FOR BUT NOT FOUND.  THE TO REACH IS ADEQUATE.
 JO0510'
 JO0510'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES WEST OF
 JO0510'GREENVILLE.
 JO0510
 JO0510                          STATION RECOVERY (2010)
 JO0510
 JO0510'RECOVERY NOTE BY US DEPARTMENT OF INTERIOR 2010 (JDD)
 JO0510'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0367 ***********************************************************************
 LP0367  DESIGNATION -  GREGORY
 LP0367  PID         -  LP0367
 LP0367  STATE/COUNTY-  UT/SALT LAKE
 LP0367  COUNTRY     -  US
 LP0367  USGS QUAD   -  MAGNA (2017)
 LP0367
 LP0367                         *CURRENT SURVEY CONTROL
 LP0367  ______________________________________________________________________
 LP0367* NAD 83(1994) POSITION- 40 39 10.18855(N) 112 01 49.49573(W)   ADJUSTED
 LP0367* NAVD 88 ORTHO HEIGHT -  1478.1   (meters)     4849.    (feet) VERTCON3
 LP0367  ______________________________________________________________________
 LP0367  GEOID HEIGHT    -        -17.212 (meters)                     GEOID18
 LP0367  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 LP0367  HORZ ORDER      -  FIRST
 LP0367
 LP0367.The horizontal coordinates were established by classical geodetic methods
 LP0367.and adjusted by the National Geodetic Survey in November 1997.
 LP0367
 LP0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0367
 LP0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0367.GEOID18 height accuracy estimate available here.
 LP0367
 LP0367.Click photographs - Photos may exist for this station.
 LP0367
 LP0367.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0367
 LP0367. The following values were computed from the NAD 83(1994) position.
 LP0367
 LP0367;                    North         East     Units Scale Factor Converg.
 LP0367;SPC UT C     - 2,257,650.934   455,140.291   MT  1.00000071   -0 20 23.2
 LP0367;SPC UT C     - 7,406,976.44  1,493,239.44   sFT  1.00000071   -0 20 23.2
 LP0367;UTM  12      - 4,500,729.428   412,886.651   MT  0.99969341   -0 40 16.8
 LP0367
 LP0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0367!SPC UT C     -   0.99977089  x   1.00000071  =   0.99977160
 LP0367!UTM  12      -   0.99977089  x   0.99969341  =   0.99946437
 LP0367
 LP0367:                Primary Azimuth Mark                     Grid Az
 LP0367:SPC UT C     -  2S2W 1001                                271 58 32.7
 LP0367:UTM  12      -  2S2W 1001                                272 18 26.3
 LP0367
 LP0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1288600729(NAD 83)
 LP0367
 LP0367|---------------------------------------------------------------------|
 LP0367| PID    Reference Object                     Distance      Geod. Az  |
 LP0367|                                                           dddmmss.s |
 LP0367| LP0362 HUNTER RAD STA KRGO MAST            APPROX. 8.1 KM 0103607.3 |
 LP0367| CM4795 GREGORY RM 1                          7.363 METERS 09824     |
 LP0367| LP0373 MAGNA UP RR MICROWAVE               APPROX. 3.0 KM 2290556.6 |
 LP0367| CM4796 GREGORY RM 2                          7.110 METERS 26840     |
 LP0367| LP0369 2S2W 1001                           APPROX. 1.1 KM 2713809.5 |
 LP0367| LP0370 MAGNA HERCULES INC E TANK           APPROX. 1.7 KM 2743608.4 |
 LP0367| LP0357 BACCHUS AF PLANT 81 TANK            APPROX. 2.1 KM 3263705.0 |
 LP0367|---------------------------------------------------------------------|
 LP0367
 LP0367                          SUPERSEDED SURVEY CONTROL
 LP0367
 LP0367  NAD 83(1993)-  40 39 10.18757(N)    112 01 49.49444(W) AD(       ) 1
 LP0367  NAD 83(1986)-  40 39 10.17783(N)    112 01 49.48764(W) AD(       ) 1
 LP0367  NAD 27      -  40 39 10.36939(N)    112 01 46.70626(W) AD(       ) 1
 LP0367  NGVD 29 (07/19/86) 1477.1    (m)         4846.     (f) VERT ANG       
 LP0367
 LP0367.Superseded values are not recommended for survey control.
 LP0367
 LP0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0367.See file dsdata.pdf to determine how the superseded data were derived.
 LP0367
 LP0367_MARKER: DH = HORIZONTAL CONTROL DISK
 LP0367_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0367_STAMPING: GREGORY 1973
 LP0367_MARK LOGO: NGS
 LP0367_MAGNETIC: P = MARKER IS A STEEL PIPE
 LP0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0367
 LP0367  HISTORY     - Date     Condition        Report By
 LP0367  HISTORY     - 1973     MONUMENTED       NGS
 LP0367
 LP0367                          STATION DESCRIPTION
 LP0367
 LP0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LP0367'THE STATION IS LOCATED ABOUT 2 MILES WEST OF KEARNS, 4 MILES
 LP0367'SOUTHEAST OF MAGNA, 5 MILES EAST OF BACCHUS AND ATOP AN UNDERGROUND
 LP0367'WATER TANK THAT IS OWNED BY THE CITY OF KEARNS, A KEY MAY OBTAINED
 LP0367'FROM THEM.
 LP0367'
 LP0367'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 173 (5415 SOUTH STREET)
 LP0367'AND 4220 WEST STREET IN KEARNS, GO WEST ON STATE HIGHWAY 173 (5415
 LP0367'SOUTH STREET) FOR 2.1 MILES TO A FENCED AREA AROUND AN UNDERGROUND
 LP0367'WATER TANK ON THE SOUTH SIDE OF THE ROAD.  PASS THROUGH THE GATE
 LP0367'AT THE NORTHWEST CORNER OF FENCED AREA AND GO SOUTHEAST ABOUT 100
 LP0367'FEET TO THE NORTH RIM OF THE EARTH COVERING OVER THE WATER TANK
 LP0367'AND STATION.
 LP0367'
 LP0367'STATION MARK IS A STANDARD DISK STAMPED GREGORY 1973, BRAZED TO
 LP0367'THE TOP OF 2-INCH STEEL PIPE CEMENTED IN THE GROUND.  IT IS ABOUT 8
 LP0367'FEET ABOVE THE SURROUNDING GROUND SURFACE AND PROJECTS 6 INCHES
 LP0367'ABOVE THE EARTH COVERED WATER TANK.  MARK IS 100 FEET EAST OF THE
 LP0367'WEST SIDE OF FENCE, 54 FEET SOUTH OF THE NORTH SIDE OF THE FENCE
 LP0367'AND 31 FEET SOUTH-SOUTHWEST OF A POWER POLE.
 LP0367'
 LP0367'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GREGORY NO 1 1973,
 LP0367'BRAZED TO THE TOP OF A 2-INCH STEEL PIPE, CEMENTED IN THE
 LP0367'GROUND.  IT PROJECTS ABOUT 10 INCHES AND THE SAME ELEVATION AS
 LP0367'STATION.  MARK IS 124.5 FEET EAST OF THE WEST SIDE OF FENCE, 57
 LP0367'FEET SOUTH OF THE NORTH SIDE OF FENCE AND 21 FEET SOUTH OF THE
 LP0367'POWER POLE.
 LP0367'
 LP0367'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GREGORY NO 2 1973,
 LP0367'BRAZED TO THE TOP OF A 2-INCH STEEL PIPE WHICH IS CEMENTED IN THE
 LP0367'GROUND.  IT PROJECTS ABOUT 6 INCHES AND IS THE SAME ELEVATION AS
 LP0367'STATION.  MARK IS 77 FEET EAST OF THE WEST FENCE, 54 FEET SOUTH
 LP0367'OF THE NORTH SIDE OF FENCE, 52 FEET SOUTHWEST OF A POWER POLE.
 LP0367'
 LP0367'TO REACH 2S 2W 1001 FROM THE STATION, CONTINUE WEST ON STATE
 LP0367'HIGHWAY 173 (5415 SOUTH STREET) FOR 0.8 MILE TO 6400 WEST STREET
 LP0367'AND THE MARK IN THE MIDDLE OF 6400 WEST STREET AND STATE HIGHWAY
 LP0367'173.
 LP0367'
 LP0367'2S 2W 1001 (SL CO) IS A SALT LAKE COUNTY SURVEY DISK STAMPED SEC
 LP0367'COR 10 11 15 14 2S 2W CEMENTED IN THE TOP OF A 6-INCH ROUND
 LP0367'CONCRETE CYLINDER.  THE MARK IS ABOUT 30 INCHES DEEP IN THE
 LP0367'GROUND AND 2 INCHES BELOW THE ROAD SURFACE.  IT IS IN THE MIDDLE
 LP0367'OF 6400 WEST STREET AND STATE HIGHWAY 173, 42 FEET NORTHWEST OF A
 LP0367'POWER POLE AND 42 FEET SOUTHEAST OF A SIGN POST WITH A CROSS
 LP0367'ON THE FACE.  THIS MARK WILL SERVE AS AN AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0508 ***********************************************************************
 KN0508  DESIGNATION -  GREY
 KN0508  PID         -  KN0508
 KN0508  STATE/COUNTY-  UT/DUCHESNE
 KN0508  COUNTRY     -  US
 KN0508  USGS QUAD   -  JONES HOLLOW (2017)
 KN0508
 KN0508                         *CURRENT SURVEY CONTROL
 KN0508  ______________________________________________________________________
 KN0508* NAD 83(1994) POSITION- 39 59 36.14165(N) 110 40 19.14012(W)   ADJUSTED
 KN0508* NAVD 88 ORTHO HEIGHT -  2772.    (meters)     9094.    (feet) VERTCON3
 KN0508  ______________________________________________________________________
 KN0508  GEOID HEIGHT    -        -16.218 (meters)                     GEOID18
 KN0508  LAPLACE CORR    -         -9.80  (seconds)                    DEFLEC18
 KN0508  HORZ ORDER      -  FIRST
 KN0508
 KN0508.The horizontal coordinates were established by classical geodetic methods
 KN0508.and adjusted by the National Geodetic Survey in November 1997.
 KN0508
 KN0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0508
 KN0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0508.GEOID18 height accuracy estimate available here.
 KN0508
 KN0508.Click photographs - Photos may exist for this station.
 KN0508
 KN0508.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0508
 KN0508. The following values were computed from the NAD 83(1994) position.
 KN0508
 KN0508;                    North         East     Units Scale Factor Converg.
 KN0508;SPC UT C     - 2,184,622.834   570,706.474   MT  0.99990263   +0 31 49.5
 KN0508;SPC UT C     - 7,167,383.41  1,872,392.82   sFT  0.99990263   +0 31 49.5
 KN0508;UTM  12      - 4,427,073.168   528,002.135   MT  0.99960965   +0 12 38.9
 KN0508
 KN0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0508!SPC UT C     -   0.99956780  x   0.99990263  =   0.99947048
 KN0508!UTM  12      -   0.99956780  x   0.99960965  =   0.99917762
 KN0508
 KN0508:                Primary Azimuth Mark                     Grid Az
 KN0508:SPC UT C     -  GREY AZ MK                               011 01 21.4
 KN0508:UTM  12      -  GREY AZ MK                               011 20 32.0
 KN0508
 KN0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK2800227073(NAD 83)
 KN0508
 KN0508|---------------------------------------------------------------------|
 KN0508| PID    Reference Object                     Distance      Geod. Az  |
 KN0508|                                                           dddmmss.s |
 KN0508| CM7372 GREY RM 2                            19.523 METERS 00004     |
 KN0508| CM7370 GREY AZ MK                                         0113310.9 |
 KN0508| CM7371 GREY RM 1                            15.940 METERS 06803     |
 KN0508| KN0507 GREYHEAD PEAK CAIRN                 APPROX. 4.5 KM 2180625.8 |
 KN0508|---------------------------------------------------------------------|
 KN0508
 KN0508                          SUPERSEDED SURVEY CONTROL
 KN0508
 KN0508  NAD 83(1993)-  39 59 36.14184(N)    110 40 19.13882(W) AD(       ) 1
 KN0508  NAD 83(1986)-  39 59 36.12683(N)    110 40 19.13551(W) AD(       ) 1
 KN0508  NAD 27      -  39 59 36.27000(N)    110 40 16.58300(W) AD(       ) 1
 KN0508  NGVD 29 (07/19/86) 2771.     (m)         9091.     (f) VERT ANG       
 KN0508
 KN0508.Superseded values are not recommended for survey control.
 KN0508
 KN0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0508.See file dsdata.pdf to determine how the superseded data were derived.
 KN0508
 KN0508_MARKER: DS = TRIANGULATION STATION DISK
 KN0508_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KN0508_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KN0508
 KN0508  HISTORY     - Date     Condition        Report By
 KN0508  HISTORY     - 1936     MONUMENTED       CGS
 KN0508  HISTORY     - 1966     GOOD             USGS
 KN0508
 KN0508                          STATION DESCRIPTION
 KN0508
 KN0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 KN0508'ABOUT 15 MILES (AIR LINE) WEST-SOUTHWEST OF DUCHESNE, AT SOUTH
 KN0508'END OF BARE-TOPPED SHALE RIDGE RUNNING NORTH AND SOUTH.  TO
 KN0508'REACH FROM DUCHESNE POST OFFICE--GO WEST 1 BLOCK ON U.S. HIGHWAY
 KN0508'40.  TURN LEFT ONTO STATE HIGHWAY 33 AND GO 10.2 MILES TO LEFT
 KN0508'CURVE 0.2 MILE BEYOND BUILDINGS AND CORRALS ON LEFT SIDE OF ROAD.
 KN0508'LEAVE STATE HIGHWAY 33, TURN RIGHT AND GO SOUTHWESTERLY UP
 KN0508'CANYON ON TRAIL ROAD 1.6 MILES TO ABANDONED RANCH BUILDINGS ON
 KN0508'RIGHT.  CONTINUE SOUTHWESTERLY UP MAIN CANYON 3.4 MILES TO ANOTHER
 KN0508'DESERTED RANCH HOUSE AND CORRALS.  PASS TO LEFT OF BUILDINGS AND
 KN0508'CONTINUE 1.3 MILES TO DESERTED BUILDINGS ON RIGHT.  CONTINUE UP
 KN0508'CANYON 2.7 MILES TO GATE AT BOUNDARY OF UINTA NATIONAL FOREST.
 KN0508'PASS THROUGH GATE, KEEP TO RIGHT OF RANCH BUILDINGS AND
 KN0508'CORRALS, AND GO 1.1 MILES.  LEAVE TRACK ROAD, TURN
 KN0508'RIGHT, AND DRIVE WESTERLY ACROSS COUNTRY INTO SMALLER
 KN0508'CANYON, GOING 0.3 MILE FROM ROAD TO END OF TRUCK TRAVEL.
 KN0508'FROM END OF TRUCK TRAVEL PACK SOUTHWESTERLY ON STOCK
 KN0508'TRAIL, PASS THROUGH GATE AT ABOUT 200 YARDS, AND
 KN0508'CONTINUE SOUTHWESTERLY ON TRAIL FOR ABOUT 300 YARDS.
 KN0508'LEAVE TRAIL, TURN RIGHT, AND PACK WESTERLY UP SMALLER
 KN0508'CANYON.  KEEP ON RIGHT-HAND SLOPE OF CANYON, BEARING TO RIGHT
 KN0508'NEAR ITS HEAD.  STATION IS ON SOUTH END OF RIDGE LEADING
 KN0508'TO HEAD OF THIS CANYON.  PACK IS VERY STEEP, MOST OF WAY
 KN0508'BEING OVER LOOSE SHALE ROCK FORMATION.  HARD TWO-HOUR PACK.  NO
 KN0508'WATER AVAILABLE.  MARK IS STANDARD STATION DISK IN PIPE,
 KN0508'PROJECTING 10 INCHES ABOVE SURFACE.  REFERENCE MARKS ARE
 KN0508'STANDARD DISKS IN PIPE.  NO. 1 PROJECTS 4 INCHES,
 KN0508'IS ON SAME RIDGE AS STATION, AND 15.938 METERS (52.29 FEET)
 KN0508'NORTHEAST OF STATION N 68 DEG 03 MIN E.  NO 2 PROJECTS
 KN0508'8 INCHES, IS ON SAME RIDGE AS STATION, AND 19.523 METERS (64.05
 KN0508'FEET) NORTH-NORTHWEST FROM STATION N 00 DEG 05 MIN E.
 KN0508'DISTANCE BETWEEN REFERENCE MARKS IS 65.77 FEET.  AZIMUTH MARK
 KN0508'IS STANDARD DISK IN BOULDER, FLUSH WITH GROUND,
 KN0508'ON SAME RIDGE AS STATION, AND ABOUT 0.4 MILE NORTH OF
 KN0508'STATION N 11 DEG 33 MIN E.  AZIMUTH FROM STATION
 KN0508'TO GREYHEAD PEAK, CAIRN (SEE GEOGRAPHIC POSITION THEREOF),
 KN0508'DISTANT ABOUT 2.5 MILES, IS 38 DEG 06 MIN 28 SEC.
 KN0508
 KN0508                          STATION RECOVERY (1966)
 KN0508
 KN0508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0508'RECOVERED.
 KN0508'
 KN0508'STATION MARK--STANDARD STATION DISK, IN PIPE PROJECTING 10 IN.
 KN0508'ABOVE SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0225 ***********************************************************************
 HN0225  DESIGNATION -  GREY MESA
 HN0225  PID         -  HN0225
 HN0225  STATE/COUNTY-  UT/SAN JUAN
 HN0225  COUNTRY     -  US
 HN0225  USGS QUAD   -  WILSON CREEK (2017)
 HN0225
 HN0225                         *CURRENT SURVEY CONTROL
 HN0225  ______________________________________________________________________
 HN0225* NAD 83(1994) POSITION- 37 14 28.46809(N) 110 45 03.78882(W)   ADJUSTED
 HN0225* NAVD 88 ORTHO HEIGHT -  1504.173 (meters)     4934.94  (feet) ADJUSTED
 HN0225  ______________________________________________________________________
 HN0225  GEOID HEIGHT    -        -22.512 (meters)                     GEOID18
 HN0225  LAPLACE CORR    -          1.02  (seconds)                    DEFLEC18
 HN0225  DYNAMIC HEIGHT  -       1502.477 (meters)     4929.38  (feet) COMP
 HN0225  MODELED GRAVITY -    979,450.6   (mgal)                       NAVD 88
 HN0225
 HN0225  HORZ ORDER      -  SECOND
 HN0225  VERT ORDER      -  FIRST     CLASS II
 HN0225
 HN0225.The horizontal coordinates were established by classical geodetic methods
 HN0225.and adjusted by the National Geodetic Survey in November 1997.
 HN0225
 HN0225.The orthometric height was determined by differential leveling and
 HN0225.adjusted by the NATIONAL GEODETIC SURVEY
 HN0225.in June 1991.
 HN0225
 HN0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0225.GEOID18 height accuracy estimate available here.
 HN0225
 HN0225.Click photographs - Photos may exist for this station.
 HN0225
 HN0225.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0225
 HN0225.The dynamic height is computed by dividing the NAVD 88
 HN0225.geopotential number by the normal gravity value computed on the
 HN0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0225.degrees latitude (g = 980.6199 gals.).
 HN0225
 HN0225.The modeled gravity was interpolated from observed gravity values.
 HN0225
 HN0225. The following values were computed from the NAD 83(1994) position.
 HN0225
 HN0225;                    North         East     Units Scale Factor Converg.
 HN0225;SPC UT S     - 3,064,034.328   566,452.887   MT  0.99999588   +0 27 31.9
 HN0225;SPC UT S     -10,052,585.96  1,858,437.51   sFT  0.99999588   +0 27 31.9
 HN0225;UTM  12      - 4,121,663.609   522,080.218   MT  0.99960601   +0 09 02.4
 HN0225
 HN0225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0225!SPC UT S     -   0.99976754  x   0.99999588  =   0.99976342
 HN0225!UTM  12      -   0.99976754  x   0.99960601  =   0.99937364
 HN0225
 HN0225:                Primary Azimuth Mark                     Grid Az
 HN0225:SPC UT S     -  GREY MESA AZ MK                          038 57 49.7
 HN0225:UTM  12      -  GREY MESA AZ MK                          039 16 19.2
 HN0225
 HN0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2208021663(NAD 83)
 HN0225
 HN0225|---------------------------------------------------------------------|
 HN0225| PID    Reference Object                     Distance      Geod. Az  |
 HN0225|                                                           dddmmss.s |
 HN0225| HN0226 GREY MESA RM 1                       16.239 METERS 02403     |
 HN0225| HN0227 GREY MESA AZ MK                                    0392521.6 |
 HN0225| HN0224 GREY MESA RM 2                       15.830 METERS 31621     |
 HN0225|---------------------------------------------------------------------|
 HN0225
 HN0225                          SUPERSEDED SURVEY CONTROL
 HN0225
 HN0225  NAD 83(1992)-  37 14 28.46438(N)    110 45 03.78944(W) AD(       ) 2
 HN0225  NAD 83(1986)-  37 14 28.46391(N)    110 45 03.78873(W) AD(       ) 2
 HN0225  NAD 27      -  37 14 28.48718(N)    110 45 01.27666(W) AD(       ) 2
 HN0225  NGVD 29 (??/??/92) 1503.198  (m)         4931.74   (f) ADJ UNCH    1 2
 HN0225  NGVD 29            1503.19   (m)         4931.7    (f) LEVELING    3  
 HN0225
 HN0225.Superseded values are not recommended for survey control.
 HN0225
 HN0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0225.See file dsdata.pdf to determine how the superseded data were derived.
 HN0225
 HN0225_MARKER: DS = TRIANGULATION STATION DISK
 HN0225_SETTING: 80 = SET IN A BOULDER
 HN0225_STAMPING: GREY MESA 1936
 HN0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0225+STABILITY: SURFACE MOTION
 HN0225
 HN0225  HISTORY     - Date     Condition        Report By
 HN0225  HISTORY     - 1936     MONUMENTED       CGS
 HN0225  HISTORY     - 1962     GOOD             CGS
 HN0225  HISTORY     - 1962     GOOD             CGS
 HN0225  HISTORY     - 1963     GOOD             CGS
 HN0225  HISTORY     - 1970     GOOD             USGS
 HN0225
 HN0225                          STATION DESCRIPTION
 HN0225
 HN0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HN0225'ABOUT 7 MILES EAST OF JUNCTION OF SAN JUAN AND COLORADO RIVERS,
 HN0225'ON SOUTH EDGE OF GREY MESA, ABOUT 2 MILES WEST OF AND ON SECOND
 HN0225'POINT OF MESA WEST OF BIG BEND IN SAN JUAN RIVER, 221 DEG
 HN0225'TRUE BEARING FROM 1/4-CORNER OF SECTIONS 1 AND 6 WHICH IS
 HN0225'SOUTH OF OLD MORMON ROAD AND ABOUT 0.7 MILE DISTANT, ABOUT
 HN0225'200 YARDS SOUTH OF THE OLD MORMON ROAD, AND 10 FEET NORTHEAST
 HN0225'OF POINT WHERE GREY MESA BREAKS OFF TO SOUTHWEST.  TO REACH
 HN0225'FROM GREEN WATER ON OLD MORMON ROAD, GO WEST ON ABOVE ROAD TO
 HN0225'TOP OF GREY MESA.  MARKED BY STANDARD STATION DISK IN BOULDER
 HN0225'FLUSH WITH GROUND.  HIGH POINT ON BOULDER NORTHWEST
 HN0225'OF DISK PROJECTS 2 INCHES ABOVE GROUND.  REFERENCE AND
 HN0225'AZIMUTH MARKS ARE STANDARD DISKS IN BOULDERS FLUSH WITH
 HN0225'GROUND.  NO. 1 IS ABOUT 65 FEET NORTH-NORTHEAST
 HN0225'OF POINT WHERE GREY MESA BREAKS OFF TO SOUTH-SOUTHWEST,
 HN0225'AND 16.235 METERS (53.26 FEET) NORTH-NORTHEAST OF STATION.
 HN0225'NO. 2 IS ABOUT 33 FEET NORTHEAST
 HN0225'OF POINT WHERE GREY MESA BREAKS OFF TO SOUTHWEST, 15.828
 HN0225'METERS (51.93 FEET) NORTHWEST OF STATION.
 HN0225'DISTANCE BETWEEN REFERENCE MARKS 58.62 FEET.
 HN0225'AZIMUTH MARK IS ON SOUTH RIM OF GREY MESA, NEAR 2-FOOT HIGH
 HN0225'ROCK CAIRN, AND 3/4 MILE FROM STATION.
 HN0225'BEARING FROM STATION TO HIGHEST POINT ON RIDGE
 HN0225'TO NORTH-NORTHWEST, DISTANT 6 MILES, N 13 DEG 02 MIN W.
 HN0225
 HN0225                          STATION RECOVERY (1962)
 HN0225
 HN0225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (DM)
 HN0225'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED IN GOOD CONDITION.
 HN0225'
 HN0225'STATION IS LOCATED 12.5 MILES SE ALONG STATE HIGHWAY 95 FROM
 HN0225'POST OFFICE IN FRY CANYON, THENCE 19.5 MILES SW ALONG A
 HN0225'GRADED DIRT ROAD, THENCE 15.0 MILES W ALONG A GRADED DIRT
 HN0225'ROAD, THENCE 3.7 MILES W ALONG A TRAIL ROAD, THENCE 17.7 MILES
 HN0225'SW ALONG A TRAIL ROAD, THENCE 0.25 MILES SSE TO THE SOUTH
 HN0225'EDGE OF WILSON MESA.  IT IS 18 FEET N OF THE SOUTH EDGE OF
 HN0225'THE MESA, 12.0 FEET N OF A METAL WITNESS POST, SET IN TOP OF
 HN0225'A BOULDER PROJECTING 2 INCHES ABOVE GROUND AND STAMPED GREY
 HN0225'MESA 1936.
 HN0225'
 HN0225'R.M. 1 IS 53.3 FEET N OF STATION, 58.6 FEET NE OF R.M. 2,
 HN0225'SET IN TOP OF A BOULDER WHICH IS PAINTED WHITE, PROJECTING
 HN0225'1 INCH ABOVE GROUND AND STAMPED GREY MESA R.M. 1 1936.
 HN0225'
 HN0225'R.M. 2 IS 51.9 FEET NW OF STATION, 50 FEET N OF THE SOUTH EDGE
 HN0225'OF MESA.  THE MARK IS SET IN TOP OF A BOULDER WHICH IS PAINTED
 HN0225'WHITE, PROJECTING 1 INCH ABOVE GROUND AND STAMPED GREY MESA
 HN0225'R.M. 2 1936.
 HN0225'
 HN0225'THE AZIMUTH MARK IS ABOUT 0.7 MILE NE OF THE STATION, 40 FEET
 HN0225'SE OF THE CENTER LINE OF ROAD, 20 FEET NW OF THE SOUTHEAST
 HN0225'EDGE OF WILSON MESA, 3.2 FEET SW OF A CAIRN, 15.7 FEET NE OF
 HN0225'A METAL WITNESS POST AND ABOUT 3 FEET ABOVE THE LEVEL OF ROAD.
 HN0225'THE MARK IS A STANDARD AZIMUTH MARK DISK SET IN TOP OF A
 HN0225'BOULDER PROJECTING 2 INCHES ABOVE GROUND AND STAMPED GREY MESA
 HN0225'1936.
 HN0225
 HN0225                          STATION RECOVERY (1962)
 HN0225
 HN0225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HN0225'72.55 MI SW FROM FRY CANYON.
 HN0225'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0225'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0225'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0225'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0225'TRAIL ROAD.  THENCE 17.7 MILES SOUTHWEST ALONG A TRAIL ROAD.  THENCE
 HN0225'0.25 MILE SOUTH-SOUTHEAST TO THE SOUTH EDGE OF WILSON MESA.  18 FEET
 HN0225'NORTH OF THE SOUTH EDGE OF THE MESA, 51.9 FEET SOUTHEAST OF GREY MESA
 HN0225'R.M. 2, 53.3 FEET SOUTH OF GREY MESA R.M. 1, SET IN THE TOP OF A
 HN0225'BOULDER WHICH PROJECTS 2 INCHES ABOVE THE GROUND, 12.0 FEET NORTH OF A
 HN0225'METAL WITNESS POST.
 HN0225
 HN0225                          STATION RECOVERY (1963)
 HN0225
 HN0225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0225'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 HN0225'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 HN0225'DISTANCES AND DIRECTIONS TO THE MARKS WERE CONSIDERED
 HN0225'SATISFACTORY.  THE ORIGINAL ROUTE TO THE STATION IS ADEQUATE.
 HN0225
 HN0225                          STATION RECOVERY (1970)
 HN0225
 HN0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HN0225'INSTRUMENT STAND 4.4 FT ABOVE STATION MARK.
 HN0225'
 HN0225'ALL MARKS RECOVERED IN GOOD CONDITION.  AZIMUTH MARK NOT
 HN0225'SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0227 ***********************************************************************
 HN0227  DESIGNATION -  GREY MESA AZ MK
 HN0227  PID         -  HN0227
 HN0227  STATE/COUNTY-  UT/SAN JUAN
 HN0227  COUNTRY     -  US
 HN0227  USGS QUAD   -  WILSON CREEK (2017)
 HN0227
 HN0227                         *CURRENT SURVEY CONTROL
 HN0227  ______________________________________________________________________
 HN0227* NAD 83(1986) POSITION- 37 14 28.     (N) 110 45 04.     (W)   SCALED
 HN0227* NAVD 88 ORTHO HEIGHT -  1486.236 (meters)     4876.09  (feet) ADJUSTED
 HN0227  ______________________________________________________________________
 HN0227  GEOID HEIGHT    -        -22.512 (meters)                     GEOID18
 HN0227  DYNAMIC HEIGHT  -       1484.563 (meters)     4870.60  (feet) COMP
 HN0227  MODELED GRAVITY -    979,453.4   (mgal)                       NAVD 88
 HN0227
 HN0227  VERT ORDER      -  FIRST     CLASS II
 HN0227
 HN0227.The horizontal coordinates were scaled from a map and have
 HN0227.an estimated accuracy of +/- 6 seconds.
 HN0227
 HN0227.The orthometric height was determined by differential leveling and
 HN0227.adjusted by the NATIONAL GEODETIC SURVEY
 HN0227.in June 1991.
 HN0227
 HN0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0227.GEOID18 height accuracy estimate available here.
 HN0227
 HN0227.Click photographs - Photos may exist for this station.
 HN0227
 HN0227.The dynamic height is computed by dividing the NAVD 88
 HN0227.geopotential number by the normal gravity value computed on the
 HN0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0227.degrees latitude (g = 980.6199 gals.).
 HN0227
 HN0227.The modeled gravity was interpolated from observed gravity values.
 HN0227
 HN0227;                    North         East    Units  Estimated Accuracy
 HN0227;SPC UT S     - 3,064,020.      566,450.      MT  (+/- 180 meters Scaled)
 HN0227
 HN0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG220216(NAD 83)
 HN0227
 HN0227                          SUPERSEDED SURVEY CONTROL
 HN0227
 HN0227  NGVD 29 (??/??/92) 1485.263  (m)         4872.90   (f) ADJ UNCH    1 2
 HN0227
 HN0227.Superseded values are not recommended for survey control.
 HN0227
 HN0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0227.See file dsdata.pdf to determine how the superseded data were derived.
 HN0227
 HN0227_MARKER: DZ = AZIMUTH MARK DISK
 HN0227_SETTING: 80 = SET IN A BOULDER
 HN0227_STAMPING: GREY MESA 1936
 HN0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0227+STABILITY: SURFACE MOTION
 HN0227
 HN0227  HISTORY     - Date     Condition        Report By
 HN0227  HISTORY     - 1936     MONUMENTED       CGS
 HN0227  HISTORY     - 1962     GOOD             CGS
 HN0227
 HN0227                          STATION DESCRIPTION
 HN0227
 HN0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0227'71.9 MI SW FROM FRY CANYON.
 HN0227'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0227'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0227'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0227'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0227'TRAIL ROAD.  THENCE 17.3 MILES SOUTHWEST ALONG A TRAIL ROAD.  40 FEET
 HN0227'SOUTHEAST OF THE CENTER LINE OF THE ROAD,  20 FEET NORTHWEST OF THE
 HN0227'SOUTHEAST EDGE OF WILSON MESA, SET IN THE TOP OF A BOULDER WHICH
 HN0227'PROJECTS 2 INCHES ABOVE THE GROUND, 3.2 FEET SOUTHWEST OF A CAIRN,
 HN0227'15.7 FEET NORTHEAST OF A METAL WITNESS POST, AND ABOUT 3 FEET ABOVE
 HN0227'THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0226 ***********************************************************************
 HN0226  DESIGNATION -  GREY MESA RM 1
 HN0226  PID         -  HN0226
 HN0226  STATE/COUNTY-  UT/SAN JUAN
 HN0226  COUNTRY     -  US
 HN0226  USGS QUAD   -  WILSON CREEK (2017)
 HN0226
 HN0226                         *CURRENT SURVEY CONTROL
 HN0226  ______________________________________________________________________
 HN0226* NAD 83(1986) POSITION- 37 14 28.95   (N) 110 45 03.52   (W)   HD_HELD1
 HN0226* NAVD 88 ORTHO HEIGHT -  1503.987 (meters)     4934.33  (feet) ADJUSTED
 HN0226  ______________________________________________________________________
 HN0226  GEOID HEIGHT    -        -22.511 (meters)                     GEOID18
 HN0226  DYNAMIC HEIGHT  -       1502.291 (meters)     4928.77  (feet) COMP
 HN0226  MODELED GRAVITY -    979,450.7   (mgal)                       NAVD 88
 HN0226
 HN0226  VERT ORDER      -  FIRST     CLASS II
 HN0226
 HN0226.The horizontal coordinates were determined by differentially corrected
 HN0226.hand held GPS observations or other comparable positioning techniques
 HN0226.and have an estimated accuracy of +/- 3 meters.
 HN0226
 HN0226.The orthometric height was determined by differential leveling and
 HN0226.adjusted by the NATIONAL GEODETIC SURVEY
 HN0226.in June 1991.
 HN0226
 HN0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0226.GEOID18 height accuracy estimate available here.
 HN0226
 HN0226.Click photographs - Photos may exist for this station.
 HN0226
 HN0226.The dynamic height is computed by dividing the NAVD 88
 HN0226.geopotential number by the normal gravity value computed on the
 HN0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0226.degrees latitude (g = 980.6199 gals.).
 HN0226
 HN0226.The modeled gravity was interpolated from observed gravity values.
 HN0226
 HN0226;                    North         East    Units  Estimated Accuracy
 HN0226;SPC UT S     - 3,064,049.2     566,459.4     MT  (+/- 3 meters HH1 GPS) 
 HN0226
 HN0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2208621678(NAD 83)
 HN0226
 HN0226                          SUPERSEDED SURVEY CONTROL
 HN0226
 HN0226  NGVD 29 (??/??/92) 1503.012  (m)         4931.13   (f) ADJ UNCH    1 2
 HN0226
 HN0226.Superseded values are not recommended for survey control.
 HN0226
 HN0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0226.See file dsdata.pdf to determine how the superseded data were derived.
 HN0226
 HN0226_MARKER: DR = REFERENCE MARK DISK
 HN0226_SETTING: 80 = SET IN A BOULDER
 HN0226_STAMPING: GREY MESA RM 1 1936
 HN0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0226+STABILITY: SURFACE MOTION
 HN0226
 HN0226  HISTORY     - Date     Condition        Report By
 HN0226  HISTORY     - 1936     MONUMENTED       CGS
 HN0226  HISTORY     - 1962     GOOD             CGS
 HN0226
 HN0226                          STATION DESCRIPTION
 HN0226
 HN0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0226'72.55 MI SW FROM FRY CANYON.
 HN0226'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0226'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0226'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0226'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0226'TRAIL ROAD.  THENCE 17.7 MILES SOUTHWEST ALONG A TRAIL ROAD.  THENCE
 HN0226'0.25 MILE SOUTH-SOUTHEAST TO THE SOUTH EDGE OF WILSON MESA.  53.3 FEET
 HN0226'NORTH OF GREY MESA 1936, 58.6 FEET NORTHEAST OF GREY MESA R.M. 2, SET
 HN0226'IN THE TOP OF A BOULDER WHICH IS PAINTED WHITE AND PROJECTS 1 INCH
 HN0226'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0224 ***********************************************************************
 HN0224  DESIGNATION -  GREY MESA RM 2
 HN0224  PID         -  HN0224
 HN0224  STATE/COUNTY-  UT/SAN JUAN
 HN0224  COUNTRY     -  US
 HN0224  USGS QUAD   -  WILSON CREEK (2017)
 HN0224
 HN0224                         *CURRENT SURVEY CONTROL
 HN0224  ______________________________________________________________________
 HN0224* NAD 83(1986) POSITION- 37 14 28.84   (N) 110 45 04.23   (W)   HD_HELD1
 HN0224* NAVD 88 ORTHO HEIGHT -  1504.236 (meters)     4935.15  (feet) ADJUSTED
 HN0224  ______________________________________________________________________
 HN0224  GEOID HEIGHT    -        -22.512 (meters)                     GEOID18
 HN0224  DYNAMIC HEIGHT  -       1502.540 (meters)     4929.58  (feet) COMP
 HN0224  MODELED GRAVITY -    979,450.7   (mgal)                       NAVD 88
 HN0224
 HN0224  VERT ORDER      -  FIRST     CLASS II
 HN0224
 HN0224.The horizontal coordinates were determined by differentially corrected
 HN0224.hand held GPS observations or other comparable positioning techniques
 HN0224.and have an estimated accuracy of +/- 3 meters.
 HN0224
 HN0224.The orthometric height was determined by differential leveling and
 HN0224.adjusted by the NATIONAL GEODETIC SURVEY
 HN0224.in June 1991.
 HN0224
 HN0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0224.GEOID18 height accuracy estimate available here.
 HN0224
 HN0224.Click photographs - Photos may exist for this station.
 HN0224
 HN0224.The dynamic height is computed by dividing the NAVD 88
 HN0224.geopotential number by the normal gravity value computed on the
 HN0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0224.degrees latitude (g = 980.6199 gals.).
 HN0224
 HN0224.The modeled gravity was interpolated from observed gravity values.
 HN0224
 HN0224;                    North         East    Units  Estimated Accuracy
 HN0224;SPC UT S     - 3,064,045.7     566,441.9     MT  (+/- 3 meters HH1 GPS) 
 HN0224
 HN0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2206921675(NAD 83)
 HN0224
 HN0224                          SUPERSEDED SURVEY CONTROL
 HN0224
 HN0224  NGVD 29 (??/??/92) 1503.260  (m)         4931.95   (f) ADJ UNCH    1 2
 HN0224
 HN0224.Superseded values are not recommended for survey control.
 HN0224
 HN0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0224.See file dsdata.pdf to determine how the superseded data were derived.
 HN0224
 HN0224_MARKER: DR = REFERENCE MARK DISK
 HN0224_SETTING: 80 = SET IN A BOULDER
 HN0224_STAMPING: GREY MESA RM 2 1936
 HN0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0224+STABILITY: SURFACE MOTION
 HN0224
 HN0224  HISTORY     - Date     Condition        Report By
 HN0224  HISTORY     - 1936     MONUMENTED       CGS
 HN0224  HISTORY     - 1962     GOOD             CGS
 HN0224
 HN0224                          STATION DESCRIPTION
 HN0224
 HN0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0224'72.55 MI SW FROM FRY CANYON.
 HN0224'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0224'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0224'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0224'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0224'TRAIL ROAD.  THENCE 17.7 MILES SOUTHWEST ALONG A TRAIL ROAD.  THENCE
 HN0224'0.25 MILE SOUTH-SOUTHEAST TO THE SOUTH EDGE OF WILSON MESA.  50 FEET
 HN0224'NORTH OF THE SOUTH EDGE OF THE MESA, SET IN THE TOP OF A BOULDER WHICH
 HN0224'IS PAINTED WHITE AND PROJECTS 1 INCH ABOVE THE GROUND, 51.9 FEET
 HN0224'NORTHWEST OF GREY MESA 1936, AND 58.6 FEET SOUTHWEST OF GREY MESA R.M.
 HN0224'1.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0509 ***********************************************************************
 KN0509  DESIGNATION -  GREYHEAD
 KN0509  PID         -  KN0509
 KN0509  STATE/COUNTY-  UT/DUCHESNE
 KN0509  COUNTRY     -  US
 KN0509  USGS QUAD   -  JONES HOLLOW (2017)
 KN0509
 KN0509                         *CURRENT SURVEY CONTROL
 KN0509  ______________________________________________________________________
 KN0509* NAD 83(1994) POSITION- 39 58 00.37449(N) 110 42 35.58282(W)   ADJUSTED
 KN0509* NAVD 88 ORTHO HEIGHT -  2911.6   (meters)     9552.    (feet) VERTCON3
 KN0509  ______________________________________________________________________
 KN0509  GEOID HEIGHT    -        -16.068 (meters)                     GEOID18
 KN0509  LAPLACE CORR    -         -6.48  (seconds)                    DEFLEC18
 KN0509  HORZ ORDER      -  THIRD
 KN0509
 KN0509.The horizontal coordinates were established by classical geodetic methods
 KN0509.and adjusted by the National Geodetic Survey in November 1997.
 KN0509
 KN0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0509
 KN0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0509.GEOID18 height accuracy estimate available here.
 KN0509
 KN0509.Click photographs - Photos may exist for this station.
 KN0509
 KN0509.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0509
 KN0509. The following values were computed from the NAD 83(1994) position.
 KN0509
 KN0509;                    North         East     Units Scale Factor Converg.
 KN0509;SPC UT C     - 2,181,640.231   567,496.207   MT  0.99990146   +0 30 22.1
 KN0509;SPC UT C     - 7,157,597.99  1,861,860.47   sFT  0.99990146   +0 30 22.1
 KN0509;UTM  12      - 4,424,109.393   524,776.223   MT  0.99960756   +0 11 10.9
 KN0509
 KN0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0509!SPC UT C     -   0.99954596  x   0.99990146  =   0.99944746
 KN0509!UTM  12      -   0.99954596  x   0.99960756  =   0.99915370
 KN0509
 KN0509:                Primary Azimuth Mark                     Grid Az
 KN0509:SPC UT C     -  SAMS RESET                               307 46 12.9
 KN0509:UTM  12      -  SAMS RESET                               308 05 24.1
 KN0509
 KN0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK2477624109(NAD 83)
 KN0509
 KN0509|---------------------------------------------------------------------|
 KN0509| PID    Reference Object                     Distance      Geod. Az  |
 KN0509|                                                           dddmmss.s |
 KN0509| KN0518 SAMS RESET                          APPROX. 4.9 KM 3081635.0 |
 KN0509|---------------------------------------------------------------------|
 KN0509
 KN0509                          SUPERSEDED SURVEY CONTROL
 KN0509
 KN0509  NAD 83(1993)-  39 58 00.37439(N)    110 42 35.58142(W) AD(       ) 3
 KN0509  NAD 83(1986)-  39 58 00.36022(N)    110 42 35.57679(W) AD(       ) 3
 KN0509  NAD 27      -  39 58 00.50354(N)    110 42 33.01013(W) AD(       ) 3
 KN0509  NGVD 29 (07/19/86) 2910.2    (m)         9548.     (f) VERT ANG       
 KN0509
 KN0509.Superseded values are not recommended for survey control.
 KN0509
 KN0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0509.See file dsdata.pdf to determine how the superseded data were derived.
 KN0509
 KN0509
 KN0509  HISTORY     - Date     Condition        Report By
 KN0509  HISTORY     - 1934     MONUMENTED       USGS
 KN0509  HISTORY     - 1934     GOOD             USGS
 KN0509
 KN0509                          STATION DESCRIPTION
 KN0509
 KN0509'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 KN0509'DESCRIBED AS FOLLOWS
 KN0509'
 KN0509'ON HIGH GRASSY-TOPPED HILL ON RIDGE BETWEEN RIGHT FORK OF INDIAN
 KN0509'CANYON AND LEFT FORK OF LAKE CANYON, ABOUT 17 MI. (AIRLINE) NE. OF
 KN0509'COLTON.
 KN0509'A STANDARD TABLET WAS CEMENTED IN A ROCK DIRECTLY OVER THE NAIL
 KN0509'THAT WAS FORMERLY THE STATION MARK, NEW REFERENCE MARKS WERE SET, AND
 KN0509'THE BEST ROUTE TO STATION NOTED, AS FOLLOWS
 KN0509'
 KN0509'FROM DUCHESNE DRIVE UP INDIAN CANYON 10.4 MI., THENCE UP RIGHT FORK
 KN0509'OF INDIAN CANYON 13.5 MI. TO MOUTH OF STERLING CANYON, THENCE UP
 KN0509'STERLING CANYON 1.2 MI. TO END OF RD., FROM WHICH POINT STATION IS
 KN0509'ABOUT 1 MI. TO NE. AND ABOUT 1,500 FT. HIGHER.  T 10 S, R 7 W, NEAR
 KN0509'CORNER SECTIONS 7, 8, 17, AND 18.
 KN0509'
 KN0509'STATION MARK--STANDARD USGS TABLET, STAMPED ---GREY HEAD M 1934---,
 KN0509'CEMENTED IN SANDSTONE ROCK.
 KN0509'
 KN0509'REFERENCE MARK NO. 1--DRILL HOLE, IN SANDSTONE ROCK.
 KN0509'
 KN0509'REFERENCE MARK NO. 2--USGS REFERENCE MARK TABLET, STAMPED ---GREY
 KN0509'HEAD NO 2---, CEMENTED IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0818 ***********************************************************************
 HN0818  DESIGNATION -  GRIFFIN POINT
 HN0818  PID         -  HN0818
 HN0818  STATE/COUNTY-  UT/GARFIELD
 HN0818  COUNTRY     -  US
 HN0818  USGS QUAD   -  GRIFFIN POINT (2017)
 HN0818
 HN0818                         *CURRENT SURVEY CONTROL
 HN0818  ______________________________________________________________________
 HN0818* NAD 83(1994) POSITION- 37 52 08.35301(N) 111 49 41.26903(W)   ADJUSTED
 HN0818* NAVD 88 ORTHO HEIGHT -  3168.1   (meters)    10394.    (feet) VERTCON3
 HN0818  ______________________________________________________________________
 HN0818  GEOID HEIGHT    -        -18.959 (meters)                     GEOID18
 HN0818  LAPLACE CORR    -        -10.09  (seconds)                    DEFLEC18
 HN0818  HORZ ORDER      -  THIRD
 HN0818
 HN0818.The horizontal coordinates were established by classical geodetic methods
 HN0818.and adjusted by the National Geodetic Survey in November 1997.
 HN0818
 HN0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0818
 HN0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0818.GEOID18 height accuracy estimate available here.
 HN0818
 HN0818.Click photographs - Photos may exist for this station.
 HN0818
 HN0818.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0818
 HN0818. The following values were computed from the NAD 83(1994) position.
 HN0818
 HN0818;                    North         East     Units Scale Factor Converg.
 HN0818;SPC UT S     - 3,133,488.680   471,129.746   MT  0.99995239   -0 12 03.7
 HN0818;SPC UT S     -10,280,454.11  1,545,698.18   sFT  0.99995239   -0 12 03.7
 HN0818;UTM  12      - 4,191,602.148   427,162.583   MT  0.99966534   -0 30 30.2
 HN0818
 HN0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0818!SPC UT S     -   0.99950609  x   0.99995239  =   0.99945850
 HN0818!UTM  12      -   0.99950609  x   0.99966534  =   0.99917159
 HN0818
 HN0818:                Primary Azimuth Mark                     Grid Az
 HN0818:SPC UT S     -  BECK                                     049 20 32.2
 HN0818:UTM  12      -  BECK                                     049 38 58.7
 HN0818
 HN0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG2716291602(NAD 83)
 HN0818
 HN0818|---------------------------------------------------------------------|
 HN0818| PID    Reference Object                     Distance      Geod. Az  |
 HN0818|                                                           dddmmss.s |
 HN0818| HN0810 BECK                                APPROX.10.6 KM 0490828.5 |
 HN0818|---------------------------------------------------------------------|
 HN0818
 HN0818                          SUPERSEDED SURVEY CONTROL
 HN0818
 HN0818  NAD 83(1986)-  37 52 08.34896(N)    111 49 41.27420(W) AD(       ) 3
 HN0818  NAD 27      -  37 52 08.40155(N)    111 49 38.60887(W) AD(       ) 3
 HN0818  NGVD 29 (07/19/86) 3166.6    (m)        10389.     (f) VERT ANG       
 HN0818
 HN0818.Superseded values are not recommended for survey control.
 HN0818
 HN0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0818.See file dsdata.pdf to determine how the superseded data were derived.
 HN0818
 HN0818_MARKER: DD = SURVEY DISK
 HN0818_SETTING: 80 = SET IN A BOULDER
 HN0818_STAMPING: GRIFFIN POINT 1959
 HN0818_MARK LOGO: USGS
 HN0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0818+STABILITY: SURFACE MOTION
 HN0818
 HN0818  HISTORY     - Date     Condition        Report By
 HN0818  HISTORY     - 1959     MONUMENTED       USGS
 HN0818
 HN0818                          STATION DESCRIPTION
 HN0818
 HN0818'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0818'LOCATED ABOUT 1.7 MI. (AIRLINE) SE. OF MUD LAKE, 3 MI. ENE. OF HORSE
 HN0818'LAKE AND 14 MI. NW. OF ESCALANTE.
 HN0818'
 HN0818'STATION REACHED BY HELICOPTER.  MAY BE REACHED BY TRUCK BY DRIVING N.
 HN0818'FOR 5.5 MI. FROM THE DIVIDE BETWEEN SWEETWATER CREEK AND MAN CANYON
 HN0818'TO MUD LAKE, FROM MUD LAKE, DRIVE ACROSS COUNTRY IN AN EASTERLY
 HN0818'DIRECTION THROUGH A SERIES OF MEADOWS FOR ABOUT 2 MI. TO RIM, AND END
 HN0818'OF TRUCK TRAVEL.  HIKE N. ALONG RIM TO THE HIGHEST POINT AND STATION.
 HN0818'ABOUT A 10 MINUTE PACK.
 HN0818'
 HN0818'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---GRIFFIN POINT
 HN0818'1959---, SET IN LARGE GRANITE BOULDER AT HIGHEST POINT OF RIM.
 HN0818'
 HN0818'REFERENCE MARK NO. 1--NAIL (USFS) CEMENTED IN ROCK, 15.37 FT. FROM
 HN0818'STATION MARK AND 0.4 FT. HIGHER, S 56 DEG 08 MIN W.
 HN0818'
 HN0818'REFERENCE MARK NO. 2--NAIL (USFS) CEMENTED IN ROCK, 17.37 FT. FROM
 HN0818'STATION MARK AND 1 FT. LOWER, N 27 DEG 26 MIN W.
 HN0818'
 HN0818'REFERENCE MARK NO. 3--USFS STATION MARK, 3 NAILS IN STUMP (BORNZE
 HN0818'TABLET BURIED ON N. SIDE OF STUMP NOT RECOVERED), 4.63 FT. FROM
 HN0818'STATION MARK AND 1.35 FT. HIGHER, N 11 DEG 36 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0662 ***********************************************************************
 LN0662  DESIGNATION -  GRIZZLY
 LN0662  PID         -  LN0662
 LN0662  STATE/COUNTY-  UT/UINTAH
 LN0662  COUNTRY     -  US
 LN0662  USGS QUAD   -  EAST PARK RESERVOIR (2017)
 LN0662
 LN0662                         *CURRENT SURVEY CONTROL
 LN0662  ______________________________________________________________________
 LN0662* NAD 83(1994) POSITION- 40 45 07.41054(N) 109 30 49.40685(W)   ADJUSTED
 LN0662* NAVD 88 ORTHO HEIGHT -  3039.8   (meters)     9973.    (feet) VERTCON3
 LN0662  ______________________________________________________________________
 LN0662  GEOID HEIGHT    -        -13.802 (meters)                     GEOID18
 LN0662  LAPLACE CORR    -         -2.34  (seconds)                    DEFLEC18
 LN0662  HORZ ORDER      -  THIRD
 LN0662
 LN0662.The horizontal coordinates were established by classical geodetic methods
 LN0662.and adjusted by the National Geodetic Survey in November 1997.
 LN0662
 LN0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0662
 LN0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0662.GEOID18 height accuracy estimate available here.
 LN0662
 LN0662.Click photographs - Photos may exist for this station.
 LN0662
 LN0662.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0662
 LN0662. The following values were computed from the NAD 83(1994) position.
 LN0662
 LN0662;                    North         East     Units Scale Factor Converg.
 LN0662;SPC UT C     - 2,270,399.671   667,731.099   MT  1.00002699   +1 16 20.5
 LN0662;SPC UT C     - 7,448,802.92  2,190,714.45   sFT  1.00002699   +1 16 20.5
 LN0662;UTM  12      - 4,512,296.229   625,467.421   MT  0.99979376   +0 58 13.3
 LN0662
 LN0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0662!SPC UT C     -   0.99952555  x   1.00002699  =   0.99955253
 LN0662!UTM  12      -   0.99952555  x   0.99979376  =   0.99931941
 LN0662
 LN0662:                Primary Azimuth Mark                     Grid Az
 LN0662:SPC UT C     -  KING                                     174 07 37.6
 LN0662:UTM  12      -  KING                                     174 25 44.8
 LN0662
 LN0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL2546712296(NAD 83)
 LN0662
 LN0662|---------------------------------------------------------------------|
 LN0662| PID    Reference Object                     Distance      Geod. Az  |
 LN0662|                                                           dddmmss.s |
 LN0662| LN0668 KING                                APPROX. 3.5 KM 1752358.1 |
 LN0662|---------------------------------------------------------------------|
 LN0662
 LN0662                          SUPERSEDED SURVEY CONTROL
 LN0662
 LN0662  NAD 83(1993)-  40 45 07.41078(N)    109 30 49.40664(W) AD(       ) 3
 LN0662  NAD 83(1986)-  40 45 07.39141(N)    109 30 49.39458(W) AD(       ) 3
 LN0662  NAD 27      -  40 45 07.54391(N)    109 30 46.89393(W) AD(       ) 3
 LN0662  NGVD 29 (07/19/86) 3038.3    (m)         9968.     (f) VERT ANG       
 LN0662
 LN0662.Superseded values are not recommended for survey control.
 LN0662
 LN0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0662.See file dsdata.pdf to determine how the superseded data were derived.
 LN0662
 LN0662_MARKER: DB = BENCH MARK DISK
 LN0662_SETTING: 66 = SET IN ROCK OUTCROP
 LN0662_STAMPING: GRIZZLY 1949
 LN0662_MARK LOGO: USGS
 LN0662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0662+STABILITY: POSITION/ELEVATION WELL
 LN0662
 LN0662  HISTORY     - Date     Condition        Report By
 LN0662  HISTORY     - 1949     MONUMENTED       USGS
 LN0662  HISTORY     - 1967     GOOD             USGS
 LN0662
 LN0662                          STATION DESCRIPTION
 LN0662
 LN0662'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 LN0662'LOCATED IN ASHLEY NATIONAL FOREST, ABOUT 20 MI. N. OF VERNAL, IN SEC.
 LN0662'12, T.1 S., R.22 E., ON A BARE ROCKY POINT WHICH IS THE NORTHERNMOST
 LN0662'AND HIGHEST POINT OF GRIZZLY RIDGE.
 LN0662'
 LN0662'RECOVERED AND PANELED, NEW TO REACH DESCRIPTION FOLLOWS,
 LN0662'FROM FLAMING GORGE DAM, FOLLOW STATE HIGHWAY 260 W. FOR 5.8 MI. TO
 LN0662'JUNCTION WITH STATE 44, FOLLOW STATE 44 TOWARD VERNAL FOR 11.1 MI.
 LN0662'MI. S. OF DIAMOND MOUNTAIN RD.TO T-RD.W. TURN RIGHT FOR 0.8 MI. TO
 LN0662'Y-RD., TAKE LEFT FORK FOR 2 MI. TO Y-RD., TAKE FORK FOR 0.2 MI. TO
 LN0662'Y-RD.,THEN ON LEFT FORK FOR 1 MI. TO END OF RD. PACK W. TO TOP OF
 LN0662'RIDGE AND STATION.  A 15 MINUTE PACK.
 LN0662'
 LN0662'STATION MARK - STANDARD TABLET STAMPED ---GRIZZLY 1949--- SET IN ROCK
 LN0662'OUTCROP.
 LN0662'
 LN0662'REFERENCE MARK NO.1 - STANDARD TABLET STAMPED ---GRIZZLY NO.1 1949---
 LN0662'SET IN LARGE BOULDER.
 LN0662'
 LN0662'REFERENCE MARK NO.2 - STANDARD TABLET STAMPED ---GRIZZLY NO.2 1949---
 LN0662'SET IN ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0779 ***********************************************************************
 MS0779  DESIGNATION -  GROUSE
 MS0779  PID         -  MS0779
 MS0779  STATE/COUNTY-  UT/BOX ELDER
 MS0779  COUNTRY     -  US
 MS0779  USGS QUAD   -  EMIGRANT PASS (2017)
 MS0779
 MS0779                         *CURRENT SURVEY CONTROL
 MS0779  ______________________________________________________________________
 MS0779* NAD 83(1994) POSITION- 41 34 48.98682(N) 113 44 29.54945(W)   ADJUSTED
 MS0779* NAVD 88 ORTHO HEIGHT -  2308.7   (meters)     7574.    (feet) VERTCON3
 MS0779  ______________________________________________________________________
 MS0779  GEOID HEIGHT    -        -15.872 (meters)                     GEOID18
 MS0779  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 MS0779  HORZ ORDER      -  SECOND
 MS0779
 MS0779.The horizontal coordinates were established by classical geodetic methods
 MS0779.and adjusted by the National Geodetic Survey in November 1997.
 MS0779
 MS0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0779
 MS0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0779.GEOID18 height accuracy estimate available here.
 MS0779
 MS0779.Click photographs - Photos may exist for this station.
 MS0779
 MS0779.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0779
 MS0779. The following values were computed from the NAD 83(1994) position.
 MS0779
 MS0779;                    North         East     Units Scale Factor Converg.
 MS0779;SPC UT N     - 1,140,885.922   313,096.887   MT  0.99997335   -1 28 40.7
 MS0779;SPC UT N     - 3,743,056.56  1,027,218.70   sFT  0.99997335   -1 28 40.7
 MS0779;UTM  12      - 4,606,806.537   271,455.594   MT  1.00024283   -1 49 12.9
 MS0779
 MS0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0779!SPC UT N     -   0.99964050  x   0.99997335  =   0.99961386
 MS0779!UTM  12      -   0.99964050  x   1.00024283  =   0.99988324
 MS0779
 MS0779:                Primary Azimuth Mark                     Grid Az
 MS0779:SPC UT N     -  RIDGE                                    251 15 50.8
 MS0779:UTM  12      -  RIDGE                                    251 36 23.0
 MS0779
 MS0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM7145506806(NAD 83)
 MS0779
 MS0779|---------------------------------------------------------------------|
 MS0779| PID    Reference Object                     Distance      Geod. Az  |
 MS0779|                                                           dddmmss.s |
 MS0779| CM4798 GROUSE RM 2                          15.642 METERS 02618     |
 MS0779| MT0728 RIDGE                               APPROX.30.4 KM 2494710.1 |
 MS0779| CM4797 GROUSE RM 1                          13.369 METERS 31638     |
 MS0779|---------------------------------------------------------------------|
 MS0779
 MS0779                          SUPERSEDED SURVEY CONTROL
 MS0779
 MS0779  NAD 83(1986)-  41 34 48.98243(N)    113 44 29.54425(W) AD(       ) 2
 MS0779  NAD 27      -  41 34 49.26584(N)    113 44 26.51855(W) AD(       ) 2
 MS0779  NGVD 29 (07/19/86) 2307.5    (m)         7571.     (f) VERT ANG       
 MS0779
 MS0779.Superseded values are not recommended for survey control.
 MS0779
 MS0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0779.See file dsdata.pdf to determine how the superseded data were derived.
 MS0779
 MS0779_MARKER: DD = SURVEY DISK
 MS0779_SETTING: 66 = SET IN ROCK OUTCROP
 MS0779_STAMPING: GROUSE 1968
 MS0779_MARK LOGO: USGS
 MS0779_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0779+STABILITY: POSITION/ELEVATION WELL
 MS0779
 MS0779  HISTORY     - Date     Condition        Report By
 MS0779  HISTORY     - 1968     MONUMENTED       USGS
 MS0779
 MS0779                          STATION DESCRIPTION
 MS0779
 MS0779'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (WAO)
 MS0779'LOCATED ABOUT 27.75 MI. (AIRLINE) SW. OF PARK VALLEY.  15.4
 MS0779'MI. NNW. OF THE FAA LUCIN FACILITY.  11.7 MI. SE. OF GROUSE
 MS0779'CREEK.
 MS0779'
 MS0779'TO REACH FROM THE POST OFFICE IN PARK VALLEY, UTAH, DRIVE W.
 MS0779'AND S. ON UTAH STATE HIGHWAY NO. 30 FOR 20.2 MI. TO A CROSSROAD
 MS0779'AND SIGN MARKED KELTON, ROSEBUD, IMMIGRANT TRAIL.  TAKE DIRT
 MS0779'RD. RIGHT AND GO 1.3 MI. TO Y-RD. LEADING TO BLM CAMP.  TAKE
 MS0779'LEFT FORK AND GO 0.7 MI. TO CROSSROAD.  CONTINUE STRAIGHT
 MS0779'AHEAD FOR 0.1 MI. TO Y-RD.  TAKE LEFT FORK AND GO 0.5 MI. TO
 MS0779'Y-RD. IN WASH.  TAKE RIGHT FORK AND GO 2.1 MI. TO Y-RD.  TAKE
 MS0779'LEFT FORK (S.) AND GO 1.7 MI. TO CROSSROAD.  CONTINUE STRAIGHT
 MS0779'AHEAD FOR 1.3 MI. TO T-RD. W.  TAKE RIGHT FORK (W.) AND GO
 MS0779'3.1 MI. TO CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 1.2 MI.
 MS0779'TO SHARP RIGHT TURN AT FENCELINE.  STAY ON E. SIDE OF
 MS0779'FENCELINE AND CONTINUE FOR 0.7 MI. TO CROSSROAD IN SADDLE.
 MS0779'TURN RIGHT (NE.) AND GO 0.1 MI. TO RD. FORK IN SADDLE.
 MS0779'TAKE RIGHT FORK UPHILL (LEFT FORK TO GROUSE CREEK) AND GO
 MS0779'0.9 MI. TO SADDLE.  GO RIGHT ON DIM TRACK UP RIDGE FOR 0.1
 MS0779'MI. TO TOP AND STATION MARK ON S. END OF TOP AND ABOUT 3 FT.
 MS0779'BELOW HIGHEST POINT.
 MS0779'
 MS0779'STATION MARK--A STANDARD USGS TABLET STAMPED GROUSE 1968
 MS0779'CEMENTED IN STONE.
 MS0779'
 MS0779'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 MS0779'STAMPED NO 1 1968 ON COPPERWELD ROD IN CONCRETE COLLAR.
 MS0779'
 MS0779'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 MS0779'STAMPED NO 2 1968 ON COPPERWELD ROD IN CONCRETE COLLAR.
 MS0779'
 MS0779'AZIMUTH MARK IS CENTERLINE OF CUPOLA ON SCHOOL BUILDING IN
 MS0779'GROUSE CREEK, ABOUT 12 MI. NW. OF STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3688 ***********************************************************************
 AA3688  CBN         -  This is a Cooperative Base Network Control Station.
 AA3688  DESIGNATION -  GROVES
 AA3688  PID         -  AA3688
 AA3688  STATE/COUNTY-  UT/SALT LAKE
 AA3688  COUNTRY     -  US
 AA3688  USGS QUAD   -  COPPERTON (2017)
 AA3688
 AA3688                         *CURRENT SURVEY CONTROL
 AA3688  ______________________________________________________________________
 AA3688* NAD 83(2011) POSITION- 40 31 31.34397(N) 112 01 59.21369(W)   ADJUSTED
 AA3688* NAD 83(2011) ELLIP HT-  1480.244 (meters)        (06/27/12)   ADJUSTED
 AA3688* NAD 83(2011) EPOCH   -  2010.00
 AA3688* NAVD 88 ORTHO HEIGHT -  1497.5   (meters)     4913.    (feet) GPS OBS
 AA3688  ______________________________________________________________________
 AA3688  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AA3688  GEOID HEIGHT    -        -17.267 (meters)                     GEOID09
 AA3688  GEOID HEIGHT    -        -17.270 (meters)                     GEOID18
 AA3688  NAD 83(2011) X  - -1,821,740.278 (meters)                     COMP
 AA3688  NAD 83(2011) Y  - -4,501,473.100 (meters)                     COMP
 AA3688  NAD 83(2011) Z  -  4,123,463.820 (meters)                     COMP
 AA3688  LAPLACE CORR    -         -4.96  (seconds)                    DEFLEC18
 AA3688
 AA3688  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3688  Standards:
 AA3688         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3688            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3688  -------------------------------------------------------------------
 AA3688  NETWORK    0.69   1.55           0.31   0.24   0.79     -0.12790679
 AA3688  -------------------------------------------------------------------
 AA3688  Click here for local accuracies and other accuracy information.
 AA3688
 AA3688.The horizontal coordinates were established by GPS observations
 AA3688.and adjusted by the National Geodetic Survey in June 2012.
 AA3688
 AA3688.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3688.been affixed to the stable North American tectonic plate. See 
 AA3688.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3688
 AA3688.The horizontal coordinates are valid at the epoch date displayed above
 AA3688.which is a decimal equivalence of Year/Month/Day.
 AA3688
 AA3688.The orthometric height was determined by GPS observations and a
 AA3688.high-resolution geoid model.
 AA3688
 AA3688.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3688.GEOID18 height accuracy estimate available here.
 AA3688
 AA3688.Click photographs - Photos may exist for this station.
 AA3688
 AA3688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3688
 AA3688.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3688
 AA3688.The ellipsoidal height was determined by GPS observations
 AA3688.and is referenced to NAD 83.
 AA3688
 AA3688. The following values were computed from the NAD 83(2011) position.
 AA3688
 AA3688;                    North         East     Units Scale Factor Converg.
 AA3688;SPC UT C     - 2,243,499.178   454,827.632   MT  0.99997138   -0 20 29.4
 AA3688;SPC UT C     - 7,360,546.89  1,492,213.66   sFT  0.99997138   -0 20 29.4
 AA3688;UTM  12      - 4,486,583.841   412,492.431   MT  0.99969426   -0 40 16.8
 AA3688
 AA3688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3688!SPC UT C     -   0.99976785  x   0.99997138  =   0.99973924
 AA3688!UTM  12      -   0.99976785  x   0.99969426  =   0.99946218
 AA3688
 AA3688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1249286583(NAD 83)
 AA3688
 AA3688                          SUPERSEDED SURVEY CONTROL
 AA3688
 AA3688  NAD 83(2007)-  40 31 31.34365(N)    112 01 59.21420(W) AD(2002.00) 0
 AA3688  ELLIP H (02/10/07) 1480.258  (m)                       GP(2002.00)    
 AA3688  ELLIP H (06/28/00) 1480.256  (m)                       GP(       ) 4 1
 AA3688  NAD 83(1994)-  40 31 31.34278(N)    112 01 59.21293(W) AD(       ) B
 AA3688  ELLIP H (04/21/95) 1480.331  (m)                       GP(       ) 4 1
 AA3688  NAVD 88 (06/28/00) 1497.5    (m)  GEOID99  model used  GPS OBS        
 AA3688  NAVD 88 (04/21/95) 1497.6    (m)  GEOID93  model used  GPS OBS        
 AA3688
 AA3688.Superseded values are not recommended for survey control.
 AA3688
 AA3688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3688.See file dsdata.pdf to determine how the superseded data were derived.
 AA3688
 AA3688_MARKER: DD = SURVEY DISK
 AA3688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3688_STAMPING: GROVES 1993
 AA3688_MARK LOGO: SLCS
 AA3688_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3688+STABILITY: SURFACE MOTION
 AA3688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3688+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1999
 AA3688
 AA3688  HISTORY     - Date     Condition        Report By
 AA3688  HISTORY     - 1993     MONUMENTED       UT-035
 AA3688  HISTORY     - 19990614 GOOD             SLCS
 AA3688
 AA3688                          STATION DESCRIPTION
 AA3688
 AA3688'DESCRIBED BY SALT LAKE COUNTY UTAH 1993 (CL)
 AA3688'STATION IS LOCATED ABOUT 27 KM (16.75 MI) SOUTHWEST OF SALT LAKE CITY,
 AA3688'10 KM (6.20 MI) WEST OF INTERSTATE HIGHWAY 15, 1.2 KM (0.75 MI) NORTH
 AA3688'OF HERRIMAN, ALONG A PAVED ROAD, ON THE RIGHT-OF-WAY, AT THE EXIT LANE
 AA3688'FROM THE HERRIMAN CEMETERY, IN CENTRAL SECTION 35, T 3 S, R 2 W.
 AA3688'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE
 AA3688'UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 15 AND STATE HIGHWAY
 AA3688'71 (EXIT 294) BETWEEN RIVERTON AND DRAPER, GO WEST ON HIGHWAY 71
 AA3688'(12300 SOUTH) FOR 12.47 KM (7.75 MI) TO A PAVED CROSSROAD IN HERRIMAN.
 AA3688'TURN RIGHT, NORTH, ON 6000 WEST FOR 1.24 KM (0.75 MI) TO THE STATION
 AA3688'ON THE LEFT AT THE NORTHEAST CORNER OF THE HERRIMAN CEMETERY. STATION
 AA3688'MARK IS A TRIANGULAR-SHAPED COUNTY DISK SET IN THE TOP OF A 22 CM
 AA3688'ROUND CONCRETE POST 7 CM BELOW GROUND, INSIDE OF A CAST IRON RING AND
 AA3688'LID SET IN A 1.2 M (3.9 FT) SQUARE CONCRETE PAD PROJECTING 5 CM ABOVE
 AA3688'THE GROUND.  THE LETTERS 'GPS HARN' ARE ETCHED IN THE PAD.  IT IS 10.7
 AA3688'M (35.1 FT) WEST OF, AND SLIGHTLY LOWER THAN THE ROAD CENTER, 1.0 M
 AA3688'(3.3 FT) EAST OF THE CEMETERY WALL AND FENCE, 1.5 M (4.9 FT) SOUTHEAST
 AA3688'OF THE SOUTHEAST CORNER OF THE BRICK PILLAR AT THE CEMETERY CORNER,
 AA3688'AND 24.0 M (78.7 FT) NORTH OF THE CENTER OF THE EXIT LANE FROM THE
 AA3688'CEMETERY. DESCRIBED BY G.R.HEID
 AA3688
 AA3688                          STATION RECOVERY (1999)
 AA3688
 AA3688'RECOVERY NOTE BY SALT LAKE COUNTY SURVEYOR 1999 (DW)
 AA3688'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0690 ***********************************************************************
 MR0690  DESIGNATION -  GUILDER
 MR0690  PID         -  MR0690
 MR0690  STATE/COUNTY-  UT/MORGAN
 MR0690  COUNTRY     -  US
 MR0690  USGS QUAD   -  LOST CREEK DAM (2017)
 MR0690
 MR0690                         *CURRENT SURVEY CONTROL
 MR0690  ______________________________________________________________________
 MR0690* NAD 83(1994) POSITION- 41 13 36.77105(N) 111 29 48.53585(W)   ADJUSTED
 MR0690* NAVD 88 ORTHO HEIGHT -  2549.    (meters)     8363.    (feet) SCALED
 MR0690  ______________________________________________________________________
 MR0690  GEOID HEIGHT    -        -15.441 (meters)                     GEOID18
 MR0690  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 MR0690  HORZ ORDER      -  FIRST
 MR0690
 MR0690.The horizontal coordinates were established by classical geodetic methods
 MR0690.and adjusted by the National Geodetic Survey in November 1997.
 MR0690
 MR0690.The orthometric height was scaled from a topographic map.
 MR0690
 MR0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0690.GEOID18 height accuracy estimate available here.
 MR0690
 MR0690.Click photographs - Photos may exist for this station.
 MR0690
 MR0690.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0690
 MR0690. The following values were computed from the NAD 83(1994) position.
 MR0690
 MR0690;                    North         East     Units Scale Factor Converg.
 MR0690;SPC UT N     - 1,099,228.194   500,266.995   MT  0.99995693   +0 00 07.6
 MR0690;SPC UT N     - 3,606,384.50  1,641,292.63   sFT  0.99995693   +0 00 07.6
 MR0690;UTM  12      - 4,564,062.463   458,360.590   MT  0.99962134   -0 19 38.7
 MR0690
 MR0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0690!SPC UT N     -   0.99960270  x   0.99995693  =   0.99955965
 MR0690!UTM  12      -   0.99960270  x   0.99962134  =   0.99922420
 MR0690
 MR0690:                Primary Azimuth Mark                     Grid Az
 MR0690:SPC UT N     -  GUILDER AZ MK                            032 41 53.9
 MR0690:UTM  12      -  GUILDER AZ MK                            033 01 40.2
 MR0690
 MR0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL5836064062(NAD 83)
 MR0690
 MR0690|---------------------------------------------------------------------|
 MR0690| PID    Reference Object                     Distance      Geod. Az  |
 MR0690|                                                           dddmmss.s |
 MR0690| CM4802 GUILDER AZ MK                                      0324201.5 |
 MR0690| CM4803 GUILDER RM 1                         15.938 METERS 05341     |
 MR0690| MR0813 KNIGHT LANDING FIELD AIR BCN 6      APPROX.53.1 KM 1015530.4 |
 MR0690| LO0708 AIR BCN S END PORCUPINE RIDGE       APPROX.41.8 KM 1304959.5 |
 MR0690| LO0817 AIR BCN 1A 14 MI E SALT LAKE        APPROX.53.1 KM 1912442.6 |
 MR0690| CM4804 GUILDER RM 2                         11.301 METERS 31859     |
 MR0690|---------------------------------------------------------------------|
 MR0690
 MR0690                          SUPERSEDED SURVEY CONTROL
 MR0690
 MR0690  NAD 83(1993)-  41 13 36.77102(N)    111 29 48.53582(W) AD(       ) 1
 MR0690  NAD 83(1986)-  41 13 36.75875(N)    111 29 48.52720(W) AD(       ) 1
 MR0690  NAD 27      -  41 13 36.96531(N)    111 29 45.80038(W) AD(       ) 1
 MR0690
 MR0690.Superseded values are not recommended for survey control.
 MR0690
 MR0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0690.See file dsdata.pdf to determine how the superseded data were derived.
 MR0690
 MR0690_MARKER: DS = TRIANGULATION STATION DISK
 MR0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0690
 MR0690  HISTORY     - Date     Condition        Report By
 MR0690  HISTORY     - 1938     MONUMENTED       CGS
 MR0690  HISTORY     - 1966     GOOD             USGS
 MR0690
 MR0690                          STATION DESCRIPTION
 MR0690
 MR0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 MR0690'STATION IS ON THE TOP AND EASTERN END OF A TIMBERED KNOLL ON
 MR0690'TOP OF THE HIGH DIVIDE BETWEEN LOST CREEK AND THE OGDEN RIVER
 MR0690'AT THE HEAD OF GUILDER SLEEVE CANYON.  IT LIES ABOUT 24 MILES
 MR0690'EAST OF OGDEN AND 22 MILES NNW OF COALVILLE, ON THE MORGAN-WEBER
 MR0690'COUNTY LINE.
 MR0690'
 MR0690'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 MR0690'DISKS SET IN CONCRETE.
 MR0690'REFERENCE MARKS ARE STANDARD BRONZE DISKS IN BOULDERS.
 MR0690'
 MR0690'REACHED FROM OGDEN AS FOLLOWS--FROM WASHINGTON BLVD. GO EAST ON
 MR0690'24TH STREET, HIGHWAY UTAH 39, FOR 1.1 MILES TO HARRISON BLVD.,
 MR0690'TURN NORTH AND FOLLOW UTAH 39 UP OGDEN CANYON 7.0 MILES TO THE
 MR0690'DAM OF PINE VIEW RESERVOIR, CONTINUE EAST ON RIGHT FORK 4.4 MILES
 MR0690'TO CROSSROADS AT EDGE OF HUNTSVILLE, TURN RIGHT AND GO EAST
 MR0690'AND NORTHEAST ON MONTE CRISTO ROAD FOR 23.25 MILES TO SIDE
 MR0690'ROAD LEFT AND SIGN--DRY BREAD POND.  CONTINUE ON RIGHT FORK,
 MR0690'MAIN ROAD FOR 2.75 MILES TO TRAIL ROAD TO RIGHT AND GO 0.5
 MR0690'MILE TO FORK AND SAWMILL SIGN, THEN RIGHT FORK, EASTERLY FOR
 MR0690'5.55 MILES, THEN RIGHT FORK FOR 0.25 MILE, THEN RIGHT FORK
 MR0690'EAST 0.15 MILE TO FORK AND SAWMILL SIGN, THEN STRAIGHT
 MR0690'AHEAD EASTERLY ON RIGHT FORK 1.7 MILES TO FORK ON TOP
 MR0690'OF RIDGE, TAKE RIGHT FORK SE ABOUT 40 YARDS TO CROSSROADS,
 MR0690'TURN RIGHT AND GO SOUTHERLY 1.3 MILES, ROAD COMES IN ON
 MR0690'LEFT, CONTINUE S ON MAIN ROAD 2.05 MILES TO SIGN--HOWARD
 MR0690'CAMP, CONTINUE ON RIGHT FORK 0.75 MILE, THEN LEFT FORK UP
 MR0690'HILL FOR 0.15 MILE TO SIGN--KNIGHTON RIDGE, THEN LEFT FORK, MAIN
 MR0690'ROAD, SOUTHWESTERLY FOR 3.0 MILES, PASS CORRALS ON LEFT,
 MR0690'CONTINUE WESTERLY FOR 2.4 MILES TO FORK, THEN STRAIGHT AHEAD
 MR0690'ON RIGHT FORK 0.7 MILE TO BENCH ON RIDGE.  AZIMUTH MARK IS 8
 MR0690'YARDS SOUTH OF THE ROAD HERE.  IT IS SET IN A CONCRETE POST,
 MR0690'PROJECTING 6 INCHES ABOVE GROUND.  CONTINUE ON MAIN ROAD
 MR0690'1.85 MILES TO DIM FORK, TAKE LEFT FORK, SE, UP SIDE OF HILL FOR
 MR0690'0.2 MILE TO TOP OF RIDGE, TURN SHARP RIGHT ON DIM TRAIL ROAD
 MR0690'AND WIND THROUGH BRUSH AND TIMBER FOR 0.15 MILE TO STATION.
 MR0690'AZIMUTH MARK IS APPROXIMATELY 2 MILES NNE OF STATION AND IS
 MR0690'BETWEEN A GROVE OF TREES TO NORTH AND A PATCH OF BRUSH TO
 MR0690'SOUTH.  IT IS 2.2 MILES BY ROAD FROM STATION.  THE LAST 0.35
 MR0690'MILE OF TRUCK TRAVEL WOULD BE IMPOSSIBLE TO GET OVER IN WET
 MR0690'WEATHER.
 MR0690'
 MR0690'HEIGHT OF LIGHT ABOVE STATION MARK - 15.0 METERS.
 MR0690
 MR0690                          STATION RECOVERY (1966)
 MR0690
 MR0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MR0690'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0592 ***********************************************************************
 LN0592  DESIGNATION -  GULCH
 LN0592  PID         -  LN0592
 LN0592  STATE/COUNTY-  UT/UINTAH
 LN0592  COUNTRY     -  US
 LN0592  USGS QUAD   -  JONES HOLE (2017)
 LN0592
 LN0592                         *CURRENT SURVEY CONTROL
 LN0592  ______________________________________________________________________
 LN0592* NAD 83(1994) POSITION- 40 35 52.83762(N) 109 06 29.03751(W)   ADJUSTED
 LN0592* NAVD 88 ORTHO HEIGHT -  2241.2   (meters)     7353.    (feet) VERTCON3
 LN0592  ______________________________________________________________________
 LN0592  GEOID HEIGHT    -        -15.237 (meters)                     GEOID18
 LN0592  LAPLACE CORR    -          2.56  (seconds)                    DEFLEC18
 LN0592  HORZ ORDER      -  THIRD
 LN0592
 LN0592.The horizontal coordinates were established by classical geodetic methods
 LN0592.and adjusted by the National Geodetic Survey in November 1997.
 LN0592
 LN0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0592
 LN0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0592.GEOID18 height accuracy estimate available here.
 LN0592
 LN0592.Click photographs - Photos may exist for this station.
 LN0592
 LN0592.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0592
 LN0592. The following values were computed from the NAD 83(1994) position.
 LN0592
 LN0592;                    North         East     Units Scale Factor Converg.
 LN0592;SPC UT C     - 2,254,137.388   702,436.854   MT  0.99998748   +1 31 56.0
 LN0592;SPC UT C     - 7,395,449.08  2,304,578.25   sFT  0.99998748   +1 31 56.0
 LN0592;UTM  12      - 4,495,854.227   660,081.840   MT  0.99991544   +1 13 53.2
 LN0592
 LN0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0592!SPC UT C     -   0.99965095  x   0.99998748  =   0.99963843
 LN0592!UTM  12      -   0.99965095  x   0.99991544  =   0.99956642
 LN0592
 LN0592:                Primary Azimuth Mark                     Grid Az
 LN0592:SPC UT C     -  HATCH                                    038 01 32.8
 LN0592:UTM  12      -  HATCH                                    038 19 35.6
 LN0592
 LN0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK6008195854(NAD 83)
 LN0592
 LN0592|---------------------------------------------------------------------|
 LN0592| PID    Reference Object                     Distance      Geod. Az  |
 LN0592|                                                           dddmmss.s |
 LN0592| LN0587 HATCH                               APPROX. 4.7 KM 0393328.8 |
 LN0592|---------------------------------------------------------------------|
 LN0592
 LN0592                          SUPERSEDED SURVEY CONTROL
 LN0592
 LN0592  NAD 83(1993)-  40 35 52.83534(N)    109 06 29.03207(W) AD(       ) 3
 LN0592  NAD 83(1992)-  40 35 52.82084(N)    109 06 29.02656(W) AD(       ) 3
 LN0592  NAD 83(1986)-  40 35 52.82063(N)    109 06 29.02665(W) AD(       ) 3
 LN0592  NAD 27      -  40 35 52.95565(N)    109 06 26.57776(W) AD(       ) 3
 LN0592  NGVD 29 (07/19/86) 2239.9    (m)         7349.     (f) VERT ANG       
 LN0592
 LN0592.Superseded values are not recommended for survey control.
 LN0592
 LN0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0592.See file dsdata.pdf to determine how the superseded data were derived.
 LN0592
 LN0592_MARKER: DD = SURVEY DISK
 LN0592_SETTING: 80 = SET IN A BOULDER
 LN0592_STAMPING: GULCH 1955
 LN0592_MARK LOGO: USGS
 LN0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0592+STABILITY: SURFACE MOTION
 LN0592
 LN0592  HISTORY     - Date     Condition        Report By
 LN0592  HISTORY     - 1955     MONUMENTED       USGS
 LN0592
 LN0592                          STATION DESCRIPTION
 LN0592
 LN0592'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LN0592'LOCATED ABOUT 6 MI. N. OF RUPLE RANCH, 2.5 MI. W. OF JONES HOLE, AND
 LN0592'1 MI. S. OF DIAMOND GULCH, ON SW. END OF LARGE, FLAT TOP ON A SANDY
 LN0592'KNOLL ON W. SIDE OF LARGE BUSH.
 LN0592'
 LN0592'TO REACH FROM VERNAL, DRIVE N. ON STATE HIGHWAY 44 FOR 0.5 MI. TO
 LN0592'CROSS ROADS, TURN RIGHT 5.2 MI.TO RD. FORKS, TURN LEFT 16.1 MI. ON
 LN0592'MAIN GRADED RD. TO TOP OF MOUNTAIN  AND RD. FORKS TURN SHARP RIGHT S.
 LN0592'FOR 0.2 MI., TURN LEFT AND STAY ON MAIN TRAVELED RD. 3.5 MI. TO NGS
 LN0592'STATION DIAMOND CONTINUE ON MAIN RD. 5.0 MI. TO CROSS ROADS, TURN LEFT
 LN0592'UP MOUNTAIN FOR 3.2 MI. TO SADDLE.  PACK E. ALONG RIDGE ABOUT 3 MI. TO
 LN0592'W. END OF FLAT TOP MOUNTAIN AND STATION.  A 1 HOUR 45 MINUTE PACK.
 LN0592'
 LN0592'STATION MARK - STANDARD TABLET EMBEDDED IN LIMESTONE BOULDER.
 LN0592'
 LN0592'REFERENCE MARK NO.1 - COPPER NAIL WITH WASHER IN ROOT OF BUSH, 11.78
 LN0592'FT. FROM STATION, N 83 DEG 51 MIN E.
 LN0592'
 LN0592'REFERENCE MARK NO.2 - COPPER NAIL WITH WASHER IN TOP OF STUMP, 28.52
 LN0592'FT. FROM STATION MARK, N 26 DEG 03 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0507 ***********************************************************************
 JO0507  DESIGNATION -  GUNN
 JO0507  PID         -  JO0507
 JO0507  STATE/COUNTY-  UT/PIUTE
 JO0507  COUNTRY     -  US
 JO0507  USGS QUAD   -  POLE MOUNTAIN (2017)
 JO0507
 JO0507                         *CURRENT SURVEY CONTROL
 JO0507  ______________________________________________________________________
 JO0507* NAD 83(1994) POSITION- 38 28 59.81032(N) 112 30 58.85174(W)   ADJUSTED
 JO0507* NAVD 88 ORTHO HEIGHT -  3044.    (meters)     9987.    (feet) SCALED
 JO0507  ______________________________________________________________________
 JO0507  GEOID HEIGHT    -        -19.318 (meters)                     GEOID18
 JO0507  LAPLACE CORR    -         13.65  (seconds)                    DEFLEC18
 JO0507  HORZ ORDER      -  FIRST
 JO0507
 JO0507.The horizontal coordinates were established by classical geodetic methods
 JO0507.and adjusted by the National Geodetic Survey in November 1997.
 JO0507
 JO0507.The orthometric height was scaled from a topographic map.
 JO0507
 JO0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0507.GEOID18 height accuracy estimate available here.
 JO0507
 JO0507.Click photographs - Photos may exist for this station.
 JO0507
 JO0507.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0507
 JO0507. The following values were computed from the NAD 83(1994) position.
 JO0507
 JO0507;                    North         East     Units Scale Factor Converg.
 JO0507;SPC UT S     - 3,202,105.016   411,320.155   MT  1.00002569   -0 37 21.7
 JO0507;SPC UT S     -10,505,572.87  1,349,472.88   sFT  1.00002569   -0 37 21.7
 JO0507;UTM  12      - 4,260,527.429   367,743.627   MT  0.99981541   -0 56 37.5
 JO0507
 JO0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0507!SPC UT S     -   0.99952571  x   1.00002569  =   0.99955139
 JO0507!UTM  12      -   0.99952571  x   0.99981541  =   0.99934121
 JO0507
 JO0507:                Primary Azimuth Mark                     Grid Az
 JO0507:SPC UT S     -  GUNN AZ MK                               217 41 02.6
 JO0507:UTM  12      -  GUNN AZ MK                               218 00 18.4
 JO0507
 JO0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH6774360527(NAD 83)
 JO0507
 JO0507|---------------------------------------------------------------------|
 JO0507| PID    Reference Object                     Distance      Geod. Az  |
 JO0507|                                                           dddmmss.s |
 JO0507| CM4805 GUNN AZ MK                                         2170340.9 |
 JO0507| CM4806 GUNN RM 1                             9.940 METERS 26812     |
 JO0507| CM4807 GUNN RM 2                             7.575 METERS 33741     |
 JO0507|---------------------------------------------------------------------|
 JO0507
 JO0507                          SUPERSEDED SURVEY CONTROL
 JO0507
 JO0507  NAD 83(1986)-  38 28 59.80501(N)    112 30 58.84819(W) AD(       ) 1
 JO0507  NAD 27      -  38 28 59.90900(N)    112 30 56.07800(W) AD(       ) 1
 JO0507
 JO0507.Superseded values are not recommended for survey control.
 JO0507
 JO0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0507.See file dsdata.pdf to determine how the superseded data were derived.
 JO0507
 JO0507_MARKER: DS = TRIANGULATION STATION DISK
 JO0507_SETTING: 80 = SET IN A BOULDER
 JO0507_STAMPING: GUNN 1938
 JO0507_MARK LOGO: CGS
 JO0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0507+STABILITY: SURFACE MOTION
 JO0507
 JO0507  HISTORY     - Date     Condition        Report By
 JO0507  HISTORY     - 1938     MONUMENTED       CGS
 JO0507  HISTORY     - 1959     SEE DESCRIPTION  USGS
 JO0507
 JO0507                          STATION DESCRIPTION
 JO0507
 JO0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JO0507'STATION IS LOCATED ABOUT 8.5 MILES SE OF COVE FORT AND 3.5
 JO0507'MILES E OF FILLMORE NATIONAL FOREST BOUNDARY, ON A POINT OF
 JO0507'DIVIDE AT HEAD OF PINE CREEK.
 JO0507'
 JO0507'SURFACE, REFERENCE, AND AZIMUTH (REFERENCE MARK NO. 3) MARKS
 JO0507'ARE STANDARD BRONZE DISKS IN BOULDERS.
 JO0507'
 JO0507'IT IS A 2 AND ONE HALF HOUR HORSE PACK AND A 45 MINUTE PACK
 JO0507'ON FOOT TO REACH STATION.  THOMAS W. GUNN WHO GRAZES SHEEP
 JO0507'IN VICINITY OF PEAK AND LIVES IN BEAVER KNOWS WHERE STATION IS
 JO0507'AND CAN FURNISH HORSES.
 JO0507'
 JO0507'STATION IS REACHED FROM BEAVER BY GOING N FROM POST OFFICE ON
 JO0507'U.S. 91 8.0 MILES TO GRADED ROAD R AT A HIGHWAY SIGN--CAUTION--
 JO0507'DEER CROSSING HIGHWAY.  LEAVE U.S. 91 AND FOLLOW GRADED ROAD N
 JO0507'0.9 MILE.  LEAVE MAIN TRAVELED ROAD AND CONTINUE N, STRAIGHT
 JO0507'AHEAD, 1.6 MILES TO DIM CROSS ROAD.  TURN R, E, AND GO 1.2
 JO0507'MILES TO SIDE ROAD L.  CONTINUE STRAIGHT AHEAD 0.3 MILE TO
 JO0507'SIDE ROAD L.  KEEP R FORK AND CONTINUE ON MAIN TRAVELED ROAD
 JO0507'0.4 MILE TO TOP OF RIDGE.  CONTINUE N 1.0 MILE AND PASS THRU
 JO0507'FOREST SERVICE GATE.  GO 0.1 MILE TO POINT JUST BEFORE
 JO0507'DROPPING DOWNGRADE TO WILD CAT CREEK.
 JO0507'
 JO0507'CAUTION--TRUCK MAY BE DRIVEN FURTHER, BUT INSPECTION OF ROAD
 JO0507'AT CREEK CROSSING SHOULD BE MADE BEFORE ATTEMPTING DESCENT DOWN
 JO0507'HILL.  FROM END OF TRUCK TRAVEL AT TOP OF HILL 0.1 MILE FROM
 JO0507'GATE, FOLLOW WELL-DEFINED TRAIL OR TRACK ROAD E, DOWN HILL,
 JO0507'CROSS WILD CAT CREEK AND UP TO TOP OF FIRST RIDGE N OF CREEK.
 JO0507'TRAIL OR TRACK ROAD FOLLOWS CREST OF THIS RIDGE.  (FOLLOW TRAIL
 JO0507'E TO END OF RIDGE AND WHERE A SADDLE CONNECTS LOW RIDGE WITH
 JO0507'HIGHER RIDGE TO N.  TAKE R FORK DOWN WASH TO WILD CAT CREEK.
 JO0507'TRIANGLE AND U.S. CUT IN BARK OF ASPEN TREE ON S SIDE OF
 JO0507'CREEK.  THENCE FOLLOW TRAIL UP WILD CAT CREEK TO
 JO0507'SIGNS--SHINGLE CREEK 3, PINE CREEK 5.  (PINE CREEK TRAIL WAS
 JO0507'NOT OPEN AT THIS TIME.) CONTINUE UP WILD CAT TO ITS FORK AND
 JO0507'JUNCTION WITH TRAIL COMING IN FROM L.  CONTINUE E UP WILD
 JO0507'CAT TO ITS HEAD AT TRIANGLE AND U.S. CUT INTO BARK OF TWO
 JO0507'ASPEN TREES.  HERE TRAIL CUTS BACK L AROUND SIDE OF
 JO0507'MOUNTAIN.  FOLLOW THIS TRAIL NW AND N ABOUT 1.0 MILE TO A
 JO0507'POINT JUST BEFORE DROPPING DOWN INTO SMALL VALLEY.  SLIDE
 JO0507'ROCK AT W END OF MOUNTAIN CAN BE SEEN ABOUT 1.0 MILE N.
 JO0507'PACKERS ON FOOT CAN TURN R AND FOLLOW THIS RIDGE NE TO POINT
 JO0507'JUST E OF SLIDE ROCK.  HORSES CONTINUE N ON TRAIL TO SADDLE
 JO0507'BELOW SLIDE ROCK.  THENCE E, R, ALONG RIDGE TO FOOT OF
 JO0507'SLIDE ROCK.  IT IS PROBABLE TO TAKE A GOOD PACKHORSE
 JO0507'ACROSS SLIDE ROCK, PACKER PERMITTING.  PACK E TO HIGHEST
 JO0507'POINT OF MOUNTAIN JUST E OF SLIDE ROCK.  THENCE NE,
 JO0507'DROPPING DOWN INTO SMALL SADDLE, THEN UP TO FIRST HIGH POINT
 JO0507'AND STATION, ABOUT 0.4 MILE.
 JO0507'
 JO0507'AZIMUTH MARK IS LOCATED ON N SLOPE AND ABOUT 100 YARDS NE
 JO0507'OF HIGHEST POINT OF RIDGE JUST E OF SLIDE ROCK, IN A BOULDER
 JO0507'FLUSH WITH GROUND.
 JO0507
 JO0507                          STATION RECOVERY (1959)
 JO0507
 JO0507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JO0507'DESCRIPTION AS FOLLOWS
 JO0507'
 JO0507'LOCATED ABOUT 8.5 MI. SE. OF COVE FORT AND 3.5 MI. E. OF FILLMORE
 JO0507'NATIONAL FOREST BOUNDARY ON A POINT OF DIVIDE AT HEAD OF PINE CREEK.
 JO0507'
 JO0507'TO REACH FROM COVE FORT, DRIVE E. ON HIGHWAY 13 7.7 MI. TO T-RD., GO
 JO0507'RIGHT (S.) 1.7 MI. CROSSING BRIDGE AND CONTINUING ON TO RD. JUNCTION,
 JO0507'GO STRAIGHT AHEAD (S.) 2.8 MI. CROSSING CATTLEGUARD TO A Y-RD., GO
 JO0507'RIGHT (S.) 1.5 MI. TO END OF RD. AT CREEK AND END OF TRUCK TRAVEL.
 JO0507'PACK W. TO A FAIRLY CLEAR HILLSIDE AND UP HILLSIDE TO RIDGE AND ALONG
 JO0507'RIDGE SW. OF HIGHEST PART OF TIMBERED TOP AND STATION ---G2---.  FROM
 JO0507'HERE FIND TRAIL THAT RUNS SSW. ALONG RIDGE FOR ABOUT 2/3 MI. TO FIRST
 JO0507'SMALL PARTIALLY TIMBERED TOP AND STATION.
 JO0507'
 JO0507'ALL MARKS OK EXCEPT REFERENCE POINT NO. 1 COULD
 JO0507'NOT BE FOUND.
 JO0507'
 JO0507'SURFACE, REFERENCE, AND AZIMUTH (REFERENCE MARK NO. 3) MARKS ARE
 JO0507'STANDARD BRONZE DISKS IN BOULDERS.
 JO0507'
 JO0507'IT IS A 2-1/2 HOURS HORSE PACK AND A 45 MINUTE PACK ON FOOT TO REACH
 JO0507'STATION.  THOMAS W. GUNN WHO GRAZES SHEEP IN VICINITY OF PEAK AND
 JO0507'LIVES IN BEAVER KNOWS WHERE STATION IS AND CAN FURNISH HORSES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0411 ***********************************************************************
 KN0411  DESIGNATION -  GUNNISON ASTRONOMIC
 KN0411  PID         -  KN0411
 KN0411  STATE/COUNTY-  UT/SANPETE
 KN0411  COUNTRY     -  US
 KN0411  USGS QUAD   -  GUNNISON (2017)
 KN0411
 KN0411                         *CURRENT SURVEY CONTROL
 KN0411  ______________________________________________________________________
 KN0411* NAD 83(1994) POSITION- 39 09 30.14434(N) 111 49 15.67291(W)   ADJUSTED
 KN0411* NAVD 88 ORTHO HEIGHT -  1574.    (meters)     5164.    (feet) SCALED
 KN0411  ______________________________________________________________________
 KN0411  GEOID HEIGHT    -        -18.381 (meters)                     GEOID18
 KN0411  LAPLACE CORR    -          4.62  (seconds)                    DEFLEC18
 KN0411  HORZ ORDER      -  FIRST
 KN0411
 KN0411.The horizontal coordinates were established by classical geodetic methods
 KN0411.and adjusted by the National Geodetic Survey in November 1997.
 KN0411
 KN0411.The orthometric height was scaled from a topographic map.
 KN0411
 KN0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0411.GEOID18 height accuracy estimate available here.
 KN0411
 KN0411.Click photographs - Photos may exist for this station.
 KN0411
 KN0411.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0411
 KN0411. The following values were computed from the NAD 83(1994) position.
 KN0411
 KN0411;                    North         East     Units Scale Factor Converg.
 KN0411;SPC UT C     - 2,091,645.924   472,254.217   MT  0.99996804   -0 12 20.3
 KN0411;SPC UT C     - 6,862,341.67  1,549,387.38   sFT  0.99996804   -0 12 20.3
 KN0411;UTM  12      - 4,334,672.637   429,064.679   MT  0.99966196   -0 31 06.5
 KN0411
 KN0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0411!SPC UT C     -   0.99975597  x   0.99996804  =   0.99972402
 KN0411!UTM  12      -   0.99975597  x   0.99966196  =   0.99941801
 KN0411
 KN0411:                Primary Azimuth Mark                     Grid Az
 KN0411:SPC UT C     -  WEST SANPETE                             055 08 23.9
 KN0411:UTM  12      -  WEST SANPETE                             055 27 10.1
 KN0411
 KN0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ2906434672(NAD 83)
 KN0411
 KN0411|---------------------------------------------------------------------|
 KN0411| PID    Reference Object                     Distance      Geod. Az  |
 KN0411|                                                           dddmmss.s |
 KN0411| KN0400 WEST SANPETE                        APPROX.41.8 KM 0545603.6 |
 KN0411|---------------------------------------------------------------------|
 KN0411
 KN0411                          SUPERSEDED SURVEY CONTROL
 KN0411
 KN0411  NAD 83(1986)-  39 09 30.13561(N)    111 49 15.66960(W) AD(       ) 1
 KN0411  NAD 27      -  39 09 30.27000(N)    111 49 12.94400(W) AD(       ) 1
 KN0411  USCA        -  39 09 24.89000(N)    111 49 18.78000(W) AD(       ) 3
 KN0411  USSD        -  39 09 31.03200(N)    111 49 13.67100(W) AD(       ) 3
 KN0411
 KN0411.Superseded values are not recommended for survey control.
 KN0411
 KN0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0411.See file dsdata.pdf to determine how the superseded data were derived.
 KN0411
 KN0411
 KN0411  HISTORY     - Date     Condition        Report By
 KN0411  HISTORY     - 1890     MONUMENTED       CGS
 KN0411  HISTORY     - 1966     MARK NOT FOUND   USGS
 KN0411
 KN0411                          STATION DESCRIPTION
 KN0411
 KN0411'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (EMH)
 KN0411'PROBABLY COVERED OVER DUE TO STREET WORK IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0737 ***********************************************************************
 MS0737  DESIGNATION -  GUNNISON ET
 MS0737  PID         -  MS0737
 MS0737  STATE/COUNTY-  UT/BOX ELDER
 MS0737  COUNTRY     -  US
 MS0737  USGS QUAD   -  GUNNISON ISLAND (2017)
 MS0737
 MS0737                         *CURRENT SURVEY CONTROL
 MS0737  ______________________________________________________________________
 MS0737* NAD 83(1994) POSITION- 41 20 06.51815(N) 112 51 27.76102(W)   ADJUSTED
 MS0737* NAVD 88 ORTHO HEIGHT -  1323.8   (meters)     4343.    (feet) VERTCON3
 MS0737  ______________________________________________________________________
 MS0737  GEOID HEIGHT    -        -16.640 (meters)                     GEOID18
 MS0737  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 MS0737  HORZ ORDER      -  SECOND
 MS0737
 MS0737.The horizontal coordinates were established by classical geodetic methods
 MS0737.and adjusted by the National Geodetic Survey in June 1998.
 MS0737
 MS0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0737
 MS0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0737.GEOID18 height accuracy estimate available here.
 MS0737
 MS0737.Click photographs - Photos may exist for this station.
 MS0737
 MS0737.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0737
 MS0737. The following values were computed from the NAD 83(1994) position.
 MS0737
 MS0737;                    North         East     Units Scale Factor Converg.
 MS0737;SPC UT N     - 1,112,139.110   386,358.686   MT  0.99995792   -0 53 42.8
 MS0737;SPC UT N     - 3,648,743.06  1,267,578.46   sFT  0.99995792   -0 53 42.8
 MS0737;UTM  12      - 4,577,626.997   344,554.169   MT  0.99989738   -1 13 37.9
 MS0737
 MS0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0737!SPC UT N     -   0.99979502  x   0.99995792  =   0.99975294
 MS0737!UTM  12      -   0.99979502  x   0.99989738  =   0.99969242
 MS0737
 MS0737:                Primary Azimuth Mark                     Grid Az
 MS0737:SPC UT N     -  OLNEY ET                                 284 53 23.3
 MS0737:UTM  12      -  OLNEY ET                                 285 13 18.4
 MS0737
 MS0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL4455477626(NAD 83)
 MS0737
 MS0737|---------------------------------------------------------------------|
 MS0737| PID    Reference Object                     Distance      Geod. Az  |
 MS0737|                                                           dddmmss.s |
 MS0737| MS0766 OLNEY ET                            APPROX.13.5 KM 2835940.5 |
 MS0737|---------------------------------------------------------------------|
 MS0737
 MS0737                          SUPERSEDED SURVEY CONTROL
 MS0737
 MS0737  NAD 83(1986)-  41 20 06.50828(N)    112 51 27.74646(W) AD(       ) 2
 MS0737  NAD 27      -  41 20 06.76583(N)    112 51 24.82006(W) AD(       ) 2
 MS0737  NGVD 29 (07/19/86) 1322.8    (m)         4340.     (f) VERT ANG       
 MS0737
 MS0737.Superseded values are not recommended for survey control.
 MS0737
 MS0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0737.See file dsdata.pdf to determine how the superseded data were derived.
 MS0737
 MS0737_MARKER: DD = SURVEY DISK
 MS0737_SETTING: 66 = SET IN ROCK OUTCROP
 MS0737_STAMPING: ET GUNNISON 1966
 MS0737_MARK LOGO: USGS
 MS0737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0737+STABILITY: POSITION/ELEVATION WELL
 MS0737
 MS0737  HISTORY     - Date     Condition        Report By
 MS0737  HISTORY     - 1966     MONUMENTED       USGS
 MS0737
 MS0737                          STATION DESCRIPTION
 MS0737
 MS0737'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (YY)
 MS0737'LOCATED ABOUT 46 MI. WSW. OF BRIGHAM CITY.  8 MI. N. OF THE
 MS0737'CAUSEWAY.  ON THE THIRD HIGHEST TOP OF WHAT IS KNOWN AS GUNNISON
 MS0737'ISLAND.  AT THE NE. EDGE OF THE TOP.
 MS0737'
 MS0737'REACHED BY HELICOPTER.
 MS0737'
 MS0737'STATION MARK--A STANDARD TABLET STAMPED GUNNISON ET 1966 CEMENTED
 MS0737'IN A DRILL HOLE ON TOP OF A ROCK OUTCROP.
 MS0737'
 MS0737'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0561 ***********************************************************************
 HM0561  DESIGNATION -  GYP
 HM0561  PID         -  HM0561
 HM0561  STATE/COUNTY-  UT/SAN JUAN
 HM0561  COUNTRY     -  US
 HM0561  USGS QUAD   -  FABLE VALLEY (2017)
 HM0561
 HM0561                         *CURRENT SURVEY CONTROL
 HM0561  ______________________________________________________________________
 HM0561* NAD 83(1994) POSITION- 37 59 50.88307(N) 109 58 28.23304(W)   ADJUSTED
 HM0561* NAVD 88 ORTHO HEIGHT -  2105.5   (meters)     6908.    (feet) VERTCON3
 HM0561  ______________________________________________________________________
 HM0561  GEOID HEIGHT    -        -19.586 (meters)                     GEOID18
 HM0561  LAPLACE CORR    -          6.65  (seconds)                    DEFLEC18
 HM0561  HORZ ORDER      -  SECOND
 HM0561
 HM0561.The horizontal coordinates were established by classical geodetic methods
 HM0561.and adjusted by the National Geodetic Survey in November 1997.
 HM0561
 HM0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0561
 HM0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0561.GEOID18 height accuracy estimate available here.
 HM0561
 HM0561.Click photographs - Photos may exist for this station.
 HM0561
 HM0561.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0561
 HM0561. The following values were computed from the NAD 83(1994) position.
 HM0561
 HM0561;                    North         East     Units Scale Factor Converg.
 HM0561;SPC UT S     - 3,148,790.933   633,980.679   MT  0.99995821   +0 56 04.7
 HM0561;SPC UT S     -10,330,658.25  2,079,984.94   sFT  0.99995821   +0 56 04.7
 HM0561;UTM  12      - 4,206,030.121   590,039.626   MT  0.99969985   +0 37 52.9
 HM0561
 HM0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0561!SPC UT S     -   0.99967280  x   0.99995821  =   0.99963102
 HM0561!UTM  12      -   0.99967280  x   0.99969985  =   0.99937275
 HM0561
 HM0561:                Primary Azimuth Mark                     Grid Az
 HM0561:SPC UT S     -  COLT                                     126 13 04.1
 HM0561:UTM  12      -  COLT                                     126 31 15.9
 HM0561
 HM0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH9003906030(NAD 83)
 HM0561
 HM0561|---------------------------------------------------------------------|
 HM0561| PID    Reference Object                     Distance      Geod. Az  |
 HM0561|                                                           dddmmss.s |
 HM0561| HM0558 COLT                                APPROX.21.0 KM 1270908.8 |
 HM0561| CM7376 GYP RM 1                             12.640 METERS 22800     |
 HM0561| CM7377 GYP RM 2                              8.991 METERS 33010     |
 HM0561|---------------------------------------------------------------------|
 HM0561
 HM0561                          SUPERSEDED SURVEY CONTROL
 HM0561
 HM0561  NAD 83(1986)-  37 59 50.87542(N)    109 58 28.23394(W) AD(       ) 2
 HM0561  NAD 27      -  37 59 50.92097(N)    109 58 25.76202(W) AD(       ) 2
 HM0561  NGVD 29 (07/19/86) 2104.4    (m)         6904.     (f) VERT ANG       
 HM0561
 HM0561.Superseded values are not recommended for survey control.
 HM0561
 HM0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0561.See file dsdata.pdf to determine how the superseded data were derived.
 HM0561
 HM0561_MARKER: DS = TRIANGULATION STATION DISK
 HM0561_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HM0561_STAMPING: GYP 1963
 HM0561_MARK LOGO: CGS
 HM0561_MAGNETIC: P = MARKER IS A STEEL PIPE
 HM0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0561
 HM0561  HISTORY     - Date     Condition        Report By
 HM0561  HISTORY     - 1963     MONUMENTED       CGS
 HM0561
 HM0561                          STATION DESCRIPTION
 HM0561
 HM0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HM0561'THE STATION IS ON THE NORTHEAST END OF A PROMINENT BUTTE ABOUT
 HM0561'36 MILES WEST-NORTHWEST OF MONTICELLO, 7-1/2 MILES NORTHWEST OF
 HM0561'BLANDING AND ABOUT 28-1/2 MILES NORTHEAST OF HITE.
 HM0561'
 HM0561'TO REACH FROM HITE BY HELICOPTER, FLY NORTHEAST ON A TRUE COURSE
 HM0561'OF 64 DEGREES FOR ABOUT 28-1/2 MILES TO A LANDING ABOUT 20 YARDS
 HM0561'EAST OF THE STATION.
 HM0561'
 HM0561'THE STATION MARK, STAMPED GYP 1963, IS A STANDARD DISK WELDED
 HM0561'TO THE TOP OF A 2-INCH GALVANIZED PIPE SET IN CEMENT.  IT PROJECTS
 HM0561'9 INCHES AND IS ABOUT 25 YARDS WEST OF THE EAST EDGE OF THE
 HM0561'BUTTE.
 HM0561'
 HM0561'REFERENCE MARK 1, STAMPED GYP NO 1 1963, IS A STANDARD DISK
 HM0561'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE SET IN CEMENT.  IT
 HM0561'PROJECTS 5 INCHES AND IS ABOUT 30 YARDS WEST OF THE EAST EDGE OF
 HM0561'THE BUTTE.
 HM0561'
 HM0561'REFERENCE MARK 2, STAMPED GYP NO 2 1963, IS A STANDARD DISK
 HM0561'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE SET IN CEMENT.
 HM0561'IT PROJECTS 7-1/2 INCHES AND IS ABOUT 40 YARDS NORTHWEST OF
 HM0561'THE EAST EDGE OF THE BUTTE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0562 ***********************************************************************
 HM0562  DESIGNATION -  GYPSUM
 HM0562  PID         -  HM0562
 HM0562  STATE/COUNTY-  UT/SAN JUAN
 HM0562  COUNTRY     -  US
 HM0562  USGS QUAD   -  FABLE VALLEY (2017)
 HM0562
 HM0562                         *CURRENT SURVEY CONTROL
 HM0562  ______________________________________________________________________
 HM0562* NAD 83(1994) POSITION- 37 59 45.61715(N) 109 58 37.02095(W)   ADJUSTED
 HM0562* NAVD 88 ORTHO HEIGHT -  2105.6   (meters)     6908.    (feet) VERTCON3
 HM0562  ______________________________________________________________________
 HM0562  GEOID HEIGHT    -        -19.593 (meters)                     GEOID18
 HM0562  LAPLACE CORR    -          6.80  (seconds)                    DEFLEC18
 HM0562  HORZ ORDER      -  THIRD
 HM0562
 HM0562.The horizontal coordinates were established by classical geodetic methods
 HM0562.and adjusted by the National Geodetic Survey in November 1997.
 HM0562
 HM0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0562
 HM0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0562.GEOID18 height accuracy estimate available here.
 HM0562
 HM0562.Click photographs - Photos may exist for this station.
 HM0562
 HM0562.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0562
 HM0562. The following values were computed from the NAD 83(1994) position.
 HM0562
 HM0562;                    North         East     Units Scale Factor Converg.
 HM0562;SPC UT S     - 3,148,625.106   633,768.947   MT  0.99995812   +0 55 59.4
 HM0562;SPC UT S     -10,330,114.20  2,079,290.29   sFT  0.99995812   +0 55 59.4
 HM0562;UTM  12      - 4,205,865.460   589,827.074   MT  0.99969938   +0 37 47.4
 HM0562
 HM0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0562!SPC UT S     -   0.99967279  x   0.99995812  =   0.99963092
 HM0562!UTM  12      -   0.99967279  x   0.99969938  =   0.99937226
 HM0562
 HM0562:                Primary Azimuth Mark                     Grid Az
 HM0562:SPC UT S     -  WATERHOLE                                290 45 04.8
 HM0562:UTM  12      -  WATERHOLE                                291 03 16.8
 HM0562
 HM0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH8982705865(NAD 83)
 HM0562
 HM0562|---------------------------------------------------------------------|
 HM0562| PID    Reference Object                     Distance      Geod. Az  |
 HM0562|                                                           dddmmss.s |
 HM0562| JN0438 WATERHOLE                           APPROX. 5.9 KM 2914104.2 |
 HM0562|---------------------------------------------------------------------|
 HM0562
 HM0562                          SUPERSEDED SURVEY CONTROL
 HM0562
 HM0562  NAD 83(1986)-  37 59 45.60938(N)    109 58 37.02182(W) AD(       ) 3
 HM0562  NAD 27      -  37 59 45.65570(N)    109 58 34.55747(W) AD(       ) 3
 HM0562  NGVD 29 (07/19/86) 2104.5    (m)         6905.     (f) VERT ANG       
 HM0562
 HM0562.Superseded values are not recommended for survey control.
 HM0562
 HM0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0562.See file dsdata.pdf to determine how the superseded data were derived.
 HM0562
 HM0562_MARKER: DD = SURVEY DISK
 HM0562_SETTING: 66 = SET IN ROCK OUTCROP
 HM0562_STAMPING: GYPSUM 1952
 HM0562_MARK LOGO: USGS
 HM0562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0562+STABILITY: POSITION/ELEVATION WELL
 HM0562
 HM0562  HISTORY     - Date     Condition        Report By
 HM0562  HISTORY     - 1952     MONUMENTED       USGS
 HM0562  HISTORY     - 1954     GOOD             USGS
 HM0562
 HM0562                          STATION DESCRIPTION
 HM0562
 HM0562'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HM0562'TO REACH FROM GOOSEBERRY GUARD STATION, WHICH IS ABOUT 21 MI. NW. OF
 HM0562'BLANDING, DRIVE N. ON FOREST RD. 1.3 MI. TO Y-FORK AT N. END OF A
 HM0562'MEADOW, KEEP LEFT FORK 3.4 MI. TO Y-FORKS,  KEEP RIGHT FORK PER SIGN,
 HM0562'---DUGOUT RANCH 27--- FOR 2.5 MI. TO A Y-FORK KEEP LEFT  FORK PER SIGN
 HM0562'---BEEF BASIN--- FOR 10.7 MI. TO Y-FORK KEEP RIGHT FORK 4.0 MI. TO END
 HM0562'OF RD. AT BANK OF WASH. FROM HERE MESA WITH STATION BEARS 280 DEGREES
 HM0562'MAGNETIC, A PROMINIENT PINNACLE BEARS 300 DEGREES MAGNETIC, JOG W.
 HM0562'ABOUT 100 FT. AND DRIVE DOWN AND ACROSS WESTERLY TO ANOTHER WASH ON E.
 HM0562'SIDE OF LOW HILL, ON CATTLE TRAIL, PASS ALONG E. SIDE OF LOW HILL TO
 HM0562'N. SIDE THEN WESTERLY CROSS COUNTRY TO A LONG, SLOPING SAGE FLAT, THEN
 HM0562'NORTHWESTERLY ALONG FLAT, SKIRTING E. OF ROCK OUTCROP, UNTIL BASE OF
 HM0562'CLIFFS AND END OF TRUCK TRAVEL IS REACHED.
 HM0562'
 HM0562'STATION REACHED BY HELICOPTER.
 HM0562'
 HM0562'STATION MARK - STANDARD TABLET STAMPED --- GYPSUM 1952 --- CEMENTED IN
 HM0562'ROCK SET IN PLACE.
 HM0562'
 HM0562'REFERENCE MARK NO.1 - COPPER NAIL WITH WASHER IN STUMP OF 6 IN. TREE
 HM0562'79.81 FT. FROM STATION MARK, N 01 DEG 30 MIN W.
 HM0562'
 HM0562'REFERENCE MARK NO.2 - COPPER NAIL WITH WASHER IN STUMP OF 10 IN. TREE
 HM0562'47.71 FT. FROM STATION MARK, S 71 DEG 43 MIN E.
 HM0562'
 HM0562'STATION MARK WAS STAMPED ---GYPSUM 1952--- RECOVERED IN
 HM0562'GOOD CONDITION AS DESCRIBED BY USGS-REFERENCE MARKS NOT SEARCHED FOR.
 HM0562'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0615 ***********************************************************************
 MR0615  DESIGNATION -  H
 MR0615  PID         -  MR0615
 MR0615  STATE/COUNTY-  UT/MORGAN
 MR0615  COUNTRY     -  US
 MR0615  USGS QUAD   -  MORGAN (2017)
 MR0615
 MR0615                         *CURRENT SURVEY CONTROL
 MR0615  ______________________________________________________________________
 MR0615* NAD 83(1986) POSITION- 41 02 42.     (N) 111 40 25.     (W)   SCALED
 MR0615* NAVD 88 ORTHO HEIGHT -  1544.369 (meters)     5066.82  (feet) POSTED
 MR0615  ______________________________________________________________________
 MR0615  GEOID HEIGHT    -        -16.155 (meters)                     GEOID18
 MR0615  DYNAMIC HEIGHT  -       1543.08  (meters)     5062.6   (feet) COMP
 MR0615  MODELED GRAVITY -    979,735.7   (mgal)                       NAVD 88
 MR0615
 MR0615  VERT ORDER      -  * POSTED, SEE BELOW
 MR0615
 MR0615.The horizontal coordinates were scaled from a map and have
 MR0615.an estimated accuracy of +/- 6 seconds.
 MR0615
 MR0615.The orthometric height was determined by differential leveling
 MR0615.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MR0615
 MR0615.* This is a POSTED BENCH MARK height.
 MR0615
 MR0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0615.GEOID18 height accuracy estimate available here.
 MR0615
 MR0615.Click photographs - Photos may exist for this station.
 MR0615
 MR0615.The dynamic height is computed by dividing the NAVD 88
 MR0615.geopotential number by the normal gravity value computed on the
 MR0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0615.degrees latitude (g = 980.6199 gals.).
 MR0615
 MR0615.The modeled gravity was interpolated from observed gravity values.
 MR0615
 MR0615;                    North         East    Units  Estimated Accuracy
 MR0615;SPC UT N     - 1,079,050.      485,400.      MT  (+/- 180 meters Scaled)
 MR0615
 MR0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL433439(NAD 83)
 MR0615
 MR0615                          SUPERSEDED SURVEY CONTROL
 MR0615
 MR0615.No superseded survey control is available for this station.
 MR0615
 MR0615_MARKER: Z = SEE DESCRIPTION
 MR0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0615
 MR0615  HISTORY     - Date     Condition        Report By
 MR0615  HISTORY     - 1903     MONUMENTED       CGS
 MR0615  HISTORY     - 19030527 GOOD             CGS
 MR0615
 MR0615                          STATION DESCRIPTION
 MR0615
 MR0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (RLL)
 MR0615'THE STATION IS LOCATED ABOUT 7.0 MI (11.2 KM) WEST OF DEVILS SLIDE,
 MR0615'4.4 MI (7.1 KM) NORTH OF PORTERVILLE AND 0.6 MI (1.0 KM)
 MR0615'NORTH-NORTHEAST OF MORGAN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0134 ***********************************************************************
 HO0134  DESIGNATION -  H 1
 HO0134  PID         -  HO0134
 HO0134  STATE/COUNTY-  UT/KANE
 HO0134  COUNTRY     -  US
 HO0134  USGS QUAD   -  MOUNT CARMEL (2017)
 HO0134
 HO0134                         *CURRENT SURVEY CONTROL
 HO0134  ______________________________________________________________________
 HO0134* NAD 83(1986) POSITION- 37 12 10.     (N) 112 40 17.     (W)   SCALED
 HO0134* NAVD 88 ORTHO HEIGHT -  1688.848 (meters)     5540.83  (feet) ADJUSTED
 HO0134  ______________________________________________________________________
 HO0134  GEOID HEIGHT    -        -21.855 (meters)                     GEOID18
 HO0134  DYNAMIC HEIGHT  -       1686.883 (meters)     5534.38  (feet) COMP
 HO0134  MODELED GRAVITY -    979,407.1   (mgal)                       NAVD 88
 HO0134
 HO0134  VERT ORDER      -  FIRST     CLASS II
 HO0134
 HO0134.The horizontal coordinates were scaled from a map and have
 HO0134.an estimated accuracy of +/- 6 seconds.
 HO0134
 HO0134.The orthometric height was determined by differential leveling and
 HO0134.adjusted by the NATIONAL GEODETIC SURVEY
 HO0134.in April 2014.
 HO0134
 HO0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0134.GEOID18 height accuracy estimate available here.
 HO0134
 HO0134.Click photographs - Photos may exist for this station.
 HO0134
 HO0134.The dynamic height is computed by dividing the NAVD 88
 HO0134.geopotential number by the normal gravity value computed on the
 HO0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0134.degrees latitude (g = 980.6199 gals.).
 HO0134
 HO0134.The modeled gravity was interpolated from observed gravity values.
 HO0134
 HO0134;                    North         East    Units  Estimated Accuracy
 HO0134;SPC UT S     - 3,060,150.      396,010.      MT  (+/- 180 meters Scaled)
 HO0134
 HO0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG516186(NAD 83)
 HO0134
 HO0134                          SUPERSEDED SURVEY CONTROL
 HO0134
 HO0134  NAVD 88 (??/??/92) 1688.871  (m)         5540.90   (f) SUPERSEDED  3 0
 HO0134  NGVD 29 (??/??/92) 1687.862  (m)         5537.59   (f) ADJ UNCH    1 2
 HO0134
 HO0134.Superseded values are not recommended for survey control.
 HO0134
 HO0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0134.See file dsdata.pdf to determine how the superseded data were derived.
 HO0134
 HO0134_MARKER: DD = SURVEY DISK
 HO0134_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0134_SP_SET: CULVERT
 HO0134_STAMPING: H 1 1934 5538
 HO0134_MARK LOGO: USGS
 HO0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0134+STABILITY: SURFACE MOTION
 HO0134
 HO0134  HISTORY     - Date     Condition        Report By
 HO0134  HISTORY     - 1934     MONUMENTED       USGS
 HO0134  HISTORY     - 1983     MARK NOT FOUND   NGS
 HO0134
 HO0134                          STATION DESCRIPTION
 HO0134
 HO0134'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 HO0134'15.1 MI NW FROM KANAB.
 HO0134'15.1 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM KANAB, KANE COUNTY,
 HO0134'2.1 MILES SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 15 AT MOUNT
 HO0134'CARMEL JUNCTION, AT A 2-FOOT CAST IRON PIPE CULVERT, IN THE CENTER OF
 HO0134'THE TOP OF THE EAST CONCRETE HEADWALL, AND 15 FEET EAST OF THE
 HO0134'CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HO0134'DISK, STAMPED H 1 1934 5538.
 HO0134
 HO0134                          STATION RECOVERY (1983)
 HO0134
 HO0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0134'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0154 ***********************************************************************
 HO0154  DESIGNATION -  H 1
 HO0154  PID         -  HO0154
 HO0154  STATE/COUNTY-  UT/WASHINGTON
 HO0154  COUNTRY     -  US
 HO0154  USGS QUAD   -  SPRINGDALE EAST (2017)
 HO0154
 HO0154                         *CURRENT SURVEY CONTROL
 HO0154  ______________________________________________________________________
 HO0154* NAD 83(1986) POSITION- 37 12 41.0    (N) 112 57 29.7    (W)   HD_HELD2
 HO0154* NAVD 88 ORTHO HEIGHT -  1474.791 (meters)     4838.54  (feet) ADJUSTED
 HO0154  ______________________________________________________________________
 HO0154  GEOID HEIGHT    -        -22.344 (meters)                     GEOID18
 HO0154  DYNAMIC HEIGHT  -       1473.145 (meters)     4833.14  (feet) COMP
 HO0154  MODELED GRAVITY -    979,463.0   (mgal)                       NAVD 88
 HO0154
 HO0154  VERT ORDER      -  FIRST     CLASS II
 HO0154
 HO0154.The horizontal coordinates were established by autonomous hand held GPS
 HO0154.observations and have an estimated accuracy of +/- 10 meters.
 HO0154
 HO0154.The orthometric height was determined by differential leveling and
 HO0154.adjusted by the NATIONAL GEODETIC SURVEY
 HO0154.in June 1991.
 HO0154
 HO0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0154.GEOID18 height accuracy estimate available here.
 HO0154
 HO0154.Click photographs - Photos may exist for this station.
 HO0154
 HO0154.The dynamic height is computed by dividing the NAVD 88
 HO0154.geopotential number by the normal gravity value computed on the
 HO0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0154.degrees latitude (g = 980.6199 gals.).
 HO0154
 HO0154.The modeled gravity was interpolated from observed gravity values.
 HO0154
 HO0154;                    North         East    Units  Estimated Accuracy
 HO0154;SPC UT S     - 3,061,464.      370,564.      MT  (+/- 10 meters HH2 GPS)
 HO0154
 HO0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG2623620119(NAD 83)
 HO0154
 HO0154                          SUPERSEDED SURVEY CONTROL
 HO0154
 HO0154  NGVD 29 (??/??/92) 1473.839  (m)         4835.42   (f) ADJ UNCH    1 2
 HO0154
 HO0154.Superseded values are not recommended for survey control.
 HO0154
 HO0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0154.See file dsdata.pdf to determine how the superseded data were derived.
 HO0154
 HO0154_MARKER: DB = BENCH MARK DISK
 HO0154_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HO0154_SP_SET: CURB
 HO0154_STAMPING: H 1 1931 4885
 HO0154_MARK LOGO: USGS
 HO0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0154_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HO0154+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2010
 HO0154
 HO0154  HISTORY     - Date     Condition        Report By
 HO0154  HISTORY     - 1931     MONUMENTED       USGS
 HO0154  HISTORY     - 1982     GOOD             NGS
 HO0154  HISTORY     - 1988     GOOD             USPSQD
 HO0154  HISTORY     - 20101208 GOOD             GEOCAC
 HO0154
 HO0154                          STATION DESCRIPTION
 HO0154
 HO0154'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HO0154'9.3 MI NE FROM ROCKVILLE.
 HO0154'9.3 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM ROCKVILLE, WASHINGTON
 HO0154'COUNTY, AT THE ZION HIGHWAY TUNNEL, AT THE WEST PORTAL, AND IN THE TOP
 HO0154'OF THE END OF THE NORTH CONCRETE CURBING.  A UNITED STATES GEOLOGICAL
 HO0154'SURVERY STANDARD DISK, STAMPED H 1 1931 4885.
 HO0154
 HO0154                          STATION RECOVERY (1982)
 HO0154
 HO0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0154'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.75 KM
 HO0154'(6.1 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF LATTER DAY
 HO0154'SAINTS IN SPRINGDALE, IN TOP OF THE WEST END OF THE NORTH CURB AT THE
 HO0154'WEST END OF THE 1.1 MILE TUNNEL, 3.6 METERS (12 FT) NORTH OF THE
 HO0154'HIGHWAY CENTERLINE.
 HO0154'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 HO0154
 HO0154                          STATION RECOVERY (1988)
 HO0154
 HO0154'RECOVERY NOTE BY US POWER SQUADRON 1988 (TM)
 HO0154'RECOVERED IN GOOD CONDITION.
 HO0154
 HO0154                          STATION RECOVERY (2010)
 HO0154
 HO0154'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HO0154'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0508 ***********************************************************************
 LO0508  DESIGNATION -  H 1
 LO0508  PID         -  LO0508
 LO0508  STATE/COUNTY-  UT/UTAH
 LO0508  COUNTRY     -  US
 LO0508  USGS QUAD   -  LEHI (2017)
 LO0508
 LO0508                         *CURRENT SURVEY CONTROL
 LO0508  ______________________________________________________________________
 LO0508* NAD 83(1986) POSITION- 40 23 15.2    (N) 111 51 19.1    (W)   HD_HELD2
 LO0508* NAVD 88 ORTHO HEIGHT -  1388.216 (meters)     4554.51  (feet) ADJUSTED
 LO0508  ______________________________________________________________________
 LO0508  GEOID HEIGHT    -        -17.298 (meters)                     GEOID18
 LO0508  DYNAMIC HEIGHT  -       1387.024 (meters)     4550.59  (feet) COMP
 LO0508  MODELED GRAVITY -    979,718.9   (mgal)                       NAVD 88
 LO0508
 LO0508  VERT ORDER      -  SECOND    CLASS 0
 LO0508
 LO0508.The horizontal coordinates were established by autonomous hand held GPS
 LO0508.observations and have an estimated accuracy of +/- 10 meters.
 LO0508
 LO0508.The orthometric height was determined by differential leveling and
 LO0508.adjusted by the NATIONAL GEODETIC SURVEY
 LO0508.in June 1991.
 LO0508
 LO0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0508.GEOID18 height accuracy estimate available here.
 LO0508
 LO0508.Click photographs - Photos may exist for this station.
 LO0508
 LO0508.The dynamic height is computed by dividing the NAVD 88
 LO0508.geopotential number by the normal gravity value computed on the
 LO0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0508.degrees latitude (g = 980.6199 gals.).
 LO0508
 LO0508.The modeled gravity was interpolated from observed gravity values.
 LO0508
 LO0508;                    North         East    Units  Estimated Accuracy
 LO0508;SPC UT C     - 2,228,121.      469,833.      MT  (+/- 10 meters HH2 GPS)
 LO0508
 LO0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2740571124(NAD 83)
 LO0508
 LO0508                          SUPERSEDED SURVEY CONTROL
 LO0508
 LO0508  NGVD 29 (??/??/92) 1387.203  (m)         4551.18   (f) ADJ UNCH    2 0
 LO0508
 LO0508.Superseded values are not recommended for survey control.
 LO0508
 LO0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0508.See file dsdata.pdf to determine how the superseded data were derived.
 LO0508
 LO0508_MARKER: DD = SURVEY DISK
 LO0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0508_STAMPING: 4551 H 1 1922
 LO0508_MARK LOGO: USGS
 LO0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0508+STABILITY: SURFACE MOTION
 LO0508
 LO0508  HISTORY     - Date     Condition        Report By
 LO0508  HISTORY     - 1922     MONUMENTED       USGS
 LO0508  HISTORY     - 1934     GOOD             CGS
 LO0508  HISTORY     - 19900301 MARK NOT FOUND   USGS
 LO0508
 LO0508                          STATION DESCRIPTION
 LO0508
 LO0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0508'IN LEHI.
 LO0508'AT LEHI, UTAH COUNTY, ON THE DENVER AND RIO GRANDE WESTERN RAILROAD,
 LO0508'460 FEET SOUTH OF THE STATION, AT THE CROSSING OF A MAIN EAST-AND-WEST
 LO0508'STREET, 60 FEET SOUTH OF THE CENTERLINE OF THE STREET, AND 3 FEET
 LO0508'OUTSIDE THE RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 LO0508'STANDARD DISK, STAMPED 4551 H 1 1922 AND SET IN THE TOP OF A CONCRETE
 LO0508'POST.
 LO0508
 LO0508                          STATION RECOVERY (1990)
 LO0508
 LO0508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (JLD)
 LO0508'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0213 ***********************************************************************
 HO0213  DESIGNATION -  H 1
 HO0213  PID         -  HO0213
 HO0213  STATE/COUNTY-  UT/IRON
 HO0213  COUNTRY     -  US
 HO0213  USGS QUAD   -  KANARRAVILLE (2017)
 HO0213
 HO0213                         *CURRENT SURVEY CONTROL
 HO0213  ______________________________________________________________________
 HO0213* NAD 83(1986) POSITION- 37 35 27.72   (N) 113 09 42.30   (W)   HD_HELD1
 HO0213* NAVD 88 ORTHO HEIGHT -  1693.533 (meters)     5556.20  (feet) ADJUSTED
 HO0213  ______________________________________________________________________
 HO0213  GEOID HEIGHT    -        -21.779 (meters)                     GEOID18
 HO0213  DYNAMIC HEIGHT  -       1691.591 (meters)     5549.83  (feet) COMP
 HO0213  MODELED GRAVITY -    979,423.9   (mgal)                       NAVD 88
 HO0213
 HO0213  VERT ORDER      -  FIRST     CLASS II
 HO0213
 HO0213.The horizontal coordinates were determined by differentially corrected
 HO0213.hand held GPS observations or other comparable positioning techniques
 HO0213.and have an estimated accuracy of +/- 3 meters.
 HO0213
 HO0213.The orthometric height was determined by differential leveling and
 HO0213.adjusted by the NATIONAL GEODETIC SURVEY
 HO0213.in June 1991.
 HO0213
 HO0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0213.GEOID18 height accuracy estimate available here.
 HO0213
 HO0213.Click photographs - Photos may exist for this station.
 HO0213
 HO0213.The dynamic height is computed by dividing the NAVD 88
 HO0213.geopotential number by the normal gravity value computed on the
 HO0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0213.degrees latitude (g = 980.6199 gals.).
 HO0213
 HO0213.The modeled gravity was interpolated from observed gravity values.
 HO0213
 HO0213;                    North         East    Units  Estimated Accuracy
 HO0213;SPC UT S     - 3,103,892.9     353,251.6     MT  (+/- 3 meters HH1 GPS) 
 HO0213
 HO0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG0914362637(NAD 83)
 HO0213
 HO0213                          SUPERSEDED SURVEY CONTROL
 HO0213
 HO0213.No superseded survey control is available for this station.
 HO0213
 HO0213_MARKER: DD = SURVEY DISK
 HO0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0213_STAMPING: H 1 1928
 HO0213_MARK LOGO: USGS
 HO0213_PROJECTION: PROJECTING 15 CENTIMETERS
 HO0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0213+STABILITY: SURFACE MOTION
 HO0213
 HO0213  HISTORY     - Date     Condition        Report By
 HO0213  HISTORY     - 1928     MONUMENTED       USGS
 HO0213  HISTORY     - 1984     GOOD             NGS
 HO0213  HISTORY     - 20170529 GOOD             USPSQD
 HO0213
 HO0213                          STATION DESCRIPTION
 HO0213
 HO0213'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 HO0213'3.2 MI S FROM HAMILTONS FORT.
 HO0213'ABOUT 3.2 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM HAMILTONS FORT, IRON
 HO0213'COUNTY, ABOUT 4 MILES NORTH OF KANARRAVILLE, 53 FEET WEST OF THE
 HO0213'CENTER LINE OF THE HIGHWAY, AT THE SUMMIT OF A GRADE, 3 FEET WEST OF A
 HO0213'FENCE CORNER, AND                                               E AND
 HO0213'3 FEET SOUTH OF A FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HO0213'DISK, STAMPED H 1 1928 AND SET IN THE TOP OF A CONCRETE POST.
 HO0213
 HO0213                          STATION RECOVERY (1984)
 HO0213
 HO0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HO0213'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.41 KM
 HO0213'(3.98 MI) NORTH ALONG US HIGHWAY 91 FROM THE CHURCH OF LATTER
 HO0213'DAY SAINTS AT KANARRAVILLE, 1.27 KM (0.79 MI) SOUTH OF INTERSTATE 15
 HO0213'EXIT 51 OVERPASS, 16.0 METERS (52.5 FT) WEST OF THE HIGHWAY
 HO0213'CENTERLINE, 1.0 METER (3.3 FT) SOUTHWEST OF A T JUNCTION FENCE POST,
 HO0213'0.9 METER (3 FT) WEST OF THE RIGHT OF WAY FENCE AND 0.9 METER (3 FT)
 HO0213'SOUTH OF AN EAST-WEST FENCE.
 HO0213'THE MARK IS 1.5 METERS  NW FROM A WITNESS POST.
 HO0213'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 HO0213
 HO0213                          STATION RECOVERY (2017)
 HO0213
 HO0213'RECOVERY NOTE BY US POWER SQUADRON 2017 (GDS)
 HO0213'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0218 ***********************************************************************
 MS0218  DESIGNATION -  H 10
 MS0218  PID         -  MS0218
 MS0218  STATE/COUNTY-  UT/BOX ELDER
 MS0218  COUNTRY     -  US
 MS0218  USGS QUAD   -  LOCOMOTIVE SPRINGS (2017)
 MS0218
 MS0218                         *CURRENT SURVEY CONTROL
 MS0218  ______________________________________________________________________
 MS0218* NAD 83(1986) POSITION- 41 44 00.33   (N) 112 54 34.86   (W)   HD_HELD1
 MS0218* NAVD 88 ORTHO HEIGHT -  1293.435 (meters)     4243.54  (feet) ADJUSTED
 MS0218  ______________________________________________________________________
 MS0218  GEOID HEIGHT    -        -15.588 (meters)                     GEOID18
 MS0218  DYNAMIC HEIGHT  -       1292.599 (meters)     4240.80  (feet) COMP
 MS0218  MODELED GRAVITY -    979,930.9   (mgal)                       NAVD 88
 MS0218
 MS0218  VERT ORDER      -  FIRST     CLASS II
 MS0218
 MS0218.The horizontal coordinates were determined by differentially corrected
 MS0218.hand held GPS observations or other comparable positioning techniques
 MS0218.and have an estimated accuracy of +/- 3 meters.
 MS0218
 MS0218.The orthometric height was determined by differential leveling and
 MS0218.adjusted by the NATIONAL GEODETIC SURVEY
 MS0218.in June 1991.
 MS0218
 MS0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0218.GEOID18 height accuracy estimate available here.
 MS0218
 MS0218.Click photographs - Photos may exist for this station.
 MS0218
 MS0218.The dynamic height is computed by dividing the NAVD 88
 MS0218.geopotential number by the normal gravity value computed on the
 MS0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0218.degrees latitude (g = 980.6199 gals.).
 MS0218
 MS0218.The modeled gravity was interpolated from observed gravity values.
 MS0218
 MS0218;                    North         East    Units  Estimated Accuracy
 MS0218;SPC UT N     - 1,156,436.1     382,726.5     MT  (+/- 3 meters HH1 GPS) 
 MS0218
 MS0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM4118221941(NAD 83)
 MS0218
 MS0218                          SUPERSEDED SURVEY CONTROL
 MS0218
 MS0218  NGVD 29 (??/??/92) 1292.459  (m)         4240.34   (f) ADJ UNCH    1 2
 MS0218
 MS0218.Superseded values are not recommended for survey control.
 MS0218
 MS0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0218.See file dsdata.pdf to determine how the superseded data were derived.
 MS0218
 MS0218_MARKER: P = PIPE CAP
 MS0218_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MS0218_STAMPING: H 10 1911 ELEV. 4240.474 FT
 MS0218_MARK LOGO: CGS
 MS0218_MAGNETIC: P = MARKER IS A STEEL PIPE
 MS0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0218
 MS0218  HISTORY     - Date     Condition        Report By
 MS0218  HISTORY     - 1911     MONUMENTED       CGS
 MS0218  HISTORY     - 1953     GOOD             CGS
 MS0218  HISTORY     - 1984     MARK NOT FOUND   NGS
 MS0218
 MS0218                          STATION DESCRIPTION
 MS0218
 MS0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0218'1.5 MI NE FROM LOCOMOTIVE SPRINGS.
 MS0218'1.4 MILES NORTHEAST ALONG A DIRT ROAD FROM THE NORTHWEST SPRING OF
 MS0218'LOCOMOTIVE SPRINGS, THENCE 0.15 MILE SOUTHEAST ALONG A GRAVELED ROAD
 MS0218'ON THE ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED.  0.35 MILE
 MS0218'(14-1/4 POLES) SOUTHEAST OF MILEPOLE 744, ABOUT HALFWAY BETWEEN
 MS0218'TELEPHONE POLES 38B AND 39B, 244 FEET WEST OF THE WEST CORNER OF A 20-
 MS0218'BY 20-FOOT FENCE AROUND A DEEP HOLE, 99 1/2 FEET SOUTH OF AND ACROSS
 MS0218'THE ROAD FROM A TELEPHONE POLE MARKED BY THE WHITE PAINTED LETTERS BM,
 MS0218'64 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.3 FEET NORTHEAST
 MS0218'OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SCREWED ON
 MS0218'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MS0218
 MS0218                          STATION RECOVERY (1984)
 MS0218
 MS0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0218'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0116 ***********************************************************************
 HO0116  DESIGNATION -  H 10
 HO0116  PID         -  HO0116
 HO0116  STATE/COUNTY-  UT/KANE
 HO0116  COUNTRY     -  US
 HO0116  USGS QUAD   -  KANAB (2017)
 HO0116
 HO0116                         *CURRENT SURVEY CONTROL
 HO0116  ______________________________________________________________________
 HO0116* NAD 83(1986) POSITION- 37 01 19.     (N) 112 31 31.     (W)   SCALED
 HO0116* NAVD 88 ORTHO HEIGHT -  1484.728 (meters)     4871.15  (feet) ADJUSTED
 HO0116  ______________________________________________________________________
 HO0116  GEOID HEIGHT    -        -22.093 (meters)                     GEOID18
 HO0116  DYNAMIC HEIGHT  -       1483.047 (meters)     4865.63  (feet) COMP
 HO0116  MODELED GRAVITY -    979,446.7   (mgal)                       NAVD 88
 HO0116
 HO0116  VERT ORDER      -  FIRST     CLASS II
 HO0116
 HO0116.The horizontal coordinates were scaled from a map and have
 HO0116.an estimated accuracy of +/- 6 seconds.
 HO0116
 HO0116.The orthometric height was determined by differential leveling and
 HO0116.adjusted by the NATIONAL GEODETIC SURVEY
 HO0116.in June 1991.
 HO0116
 HO0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0116.GEOID18 height accuracy estimate available here.
 HO0116
 HO0116.Click photographs - Photos may exist for this station.
 HO0116
 HO0116.The dynamic height is computed by dividing the NAVD 88
 HO0116.geopotential number by the normal gravity value computed on the
 HO0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0116.degrees latitude (g = 980.6199 gals.).
 HO0116
 HO0116.The modeled gravity was interpolated from observed gravity values.
 HO0116
 HO0116;                    North         East    Units  Estimated Accuracy
 HO0116;SPC UT S     - 3,039,930.      408,760.      MT  (+/- 180 meters Scaled)
 HO0116
 HO0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF643983(NAD 83)
 HO0116
 HO0116                          SUPERSEDED SURVEY CONTROL
 HO0116
 HO0116  NGVD 29 (??/??/92) 1483.799  (m)         4868.10   (f) ADJ UNCH    1 2
 HO0116
 HO0116.Superseded values are not recommended for survey control.
 HO0116
 HO0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0116.See file dsdata.pdf to determine how the superseded data were derived.
 HO0116
 HO0116_MARKER: DB = BENCH MARK DISK
 HO0116_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HO0116_STAMPING: H 10 4869 1934
 HO0116_MARK LOGO: USGS
 HO0116_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HO0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0116
 HO0116  HISTORY     - Date     Condition        Report By
 HO0116  HISTORY     - 19340130 MONUMENTED       USGS
 HO0116  HISTORY     - 19340202 GOOD             USGS
 HO0116  HISTORY     - 1962     GOOD             CGS
 HO0116  HISTORY     - 1983     GOOD             NGS
 HO0116
 HO0116                          STATION DESCRIPTION
 HO0116
 HO0116'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (EEH)
 HO0116'TO REACH FROM THE KANAB COURTHOUSE TRAVEL 2.0 MI (3.2 KM) SOUTH ALONG
 HO0116'US HIGHWAY 89.
 HO0116'
 HO0116'THE MARK IS LOCATED 41 FT (12.5 M) WEST OF THE CENTER OF THE HIGHWAY,
 HO0116'12 FT (3.7 M) EAST AND 29 FT (8.8 M) SOUTH OF T-ANGLE IN FENCE LINE.
 HO0116'
 HO0116'THE MARK IS A STANDARD US GEOLOGICAL SURVEY TABLET SET ON A CONCRETE
 HO0116'POST.
 HO0116
 HO0116                          STATION RECOVERY (1962)
 HO0116
 HO0116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HO0116'2.0 MI S FROM KANAB.
 HO0116'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY SAINTS
 HO0116'CHURCH AT KANAB.  THENCE 1.55 MILES SOUTH ALONG U.S. HIGHWAY 89
 HO0116'ALTERNATE, 62 YARDS SOUTH OF A PETROLANE GAS COMPANY BUILDING, 43 FEET
 HO0116'WEST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET NORTH OF A POWER POLE,
 HO0116'61 FEET SOUTH OF A RIGHT OF WAY METAL MARKER POST, 1.0 FEET EAST OF A
 HO0116'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 HO0116'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 HO0116
 HO0116                          STATION RECOVERY (1983)
 HO0116
 HO0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0116'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0139 ***********************************************************************
 HO0139  DESIGNATION -  H 10
 HO0139  PID         -  HO0139
 HO0139  STATE/COUNTY-  UT/KANE
 HO0139  COUNTRY     -  US
 HO0139  USGS QUAD   -  MOUNT CARMEL (2017)
 HO0139
 HO0139                         *CURRENT SURVEY CONTROL
 HO0139  ______________________________________________________________________
 HO0139* NAD 83(1986) POSITION- 37 14 10.     (N) 112 44 36.     (W)   SCALED
 HO0139* NAVD 88 ORTHO HEIGHT -  1732.187 (meters)     5683.02  (feet) ADJUSTED
 HO0139  ______________________________________________________________________
 HO0139  GEOID HEIGHT    -        -21.876 (meters)                     GEOID18
 HO0139  DYNAMIC HEIGHT  -       1730.140 (meters)     5676.30  (feet) COMP
 HO0139  MODELED GRAVITY -    979,387.5   (mgal)                       NAVD 88
 HO0139
 HO0139  VERT ORDER      -  FIRST     CLASS II
 HO0139
 HO0139.The horizontal coordinates were scaled from a map and have
 HO0139.an estimated accuracy of +/- 6 seconds.
 HO0139
 HO0139.The orthometric height was determined by differential leveling and
 HO0139.adjusted by the NATIONAL GEODETIC SURVEY
 HO0139.in April 2014.
 HO0139
 HO0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0139.GEOID18 height accuracy estimate available here.
 HO0139
 HO0139.Click photographs - Photos may exist for this station.
 HO0139
 HO0139.The dynamic height is computed by dividing the NAVD 88
 HO0139.geopotential number by the normal gravity value computed on the
 HO0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0139.degrees latitude (g = 980.6199 gals.).
 HO0139
 HO0139.The modeled gravity was interpolated from observed gravity values.
 HO0139
 HO0139;                    North         East    Units  Estimated Accuracy
 HO0139;SPC UT S     - 3,063,930.      389,680.      MT  (+/- 180 meters Scaled)
 HO0139
 HO0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG453224(NAD 83)
 HO0139
 HO0139                          SUPERSEDED SURVEY CONTROL
 HO0139
 HO0139  NAVD 88 (??/??/92) 1732.191  (m)         5683.03   (f) SUPERSEDED  3 0
 HO0139  NGVD 29 (??/??/92) 1731.143  (m)         5679.59   (f) ADJ UNCH    1 2
 HO0139
 HO0139.Superseded values are not recommended for survey control.
 HO0139
 HO0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0139.See file dsdata.pdf to determine how the superseded data were derived.
 HO0139
 HO0139_MARKER: DD = SURVEY DISK
 HO0139_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0139_SP_SET: CULVERT
 HO0139_STAMPING: H 10 1931 5680
 HO0139_MARK LOGO: USGS
 HO0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0139+STABILITY: SURFACE MOTION
 HO0139
 HO0139  HISTORY     - Date     Condition        Report By
 HO0139  HISTORY     - 1931     MONUMENTED       USGS
 HO0139  HISTORY     - 1983     MARK NOT FOUND   NGS
 HO0139
 HO0139                          STATION DESCRIPTION
 HO0139
 HO0139'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HO0139'17.2 MI NW FROM KANAB.
 HO0139'17.2 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM KANAB, KANE COUNTY,
 HO0139'4.1 MILES WEST ALONG STATE HIGHWAY 15.  AT A 2-FOOT CAST IRON PIPE
 HO0139'CULVERT, IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE HEADWALL, 15
 HO0139'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 30 FEET NORTH OF A
 HO0139'FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 10
 HO0139'1931 5680.
 HO0139
 HO0139                          STATION RECOVERY (1983)
 HO0139
 HO0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0139'NOT RECOVERED.  HIGHWAY CONSTRUCTION IN THE DESCRIBED AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0224 ***********************************************************************
 HO0224  DESIGNATION -  H 10
 HO0224  PID         -  HO0224
 HO0224  STATE/COUNTY-  UT/WASHINGTON
 HO0224  COUNTRY     -  US
 HO0224  USGS QUAD   -  PINTURA (2017)
 HO0224
 HO0224                         *CURRENT SURVEY CONTROL
 HO0224  ______________________________________________________________________
 HO0224* NAD 83(1986) POSITION- 37 17 00.     (N) 113 18 19.     (W)   SCALED
 HO0224* NAVD 88 ORTHO HEIGHT -  1156.269 (meters)     3793.53  (feet) POSTED
 HO0224  ______________________________________________________________________
 HO0224  GEOID HEIGHT    -        -23.255 (meters)                     GEOID18
 HO0224  DYNAMIC HEIGHT  -       1155.03  (meters)     3789.5   (feet) COMP
 HO0224  MODELED GRAVITY -    979,517.5   (mgal)                       NAVD 88
 HO0224
 HO0224  VERT ORDER      -  * POSTED, SEE BELOW
 HO0224
 HO0224.The horizontal coordinates were scaled from a map and have
 HO0224.an estimated accuracy of +/- 6 seconds.
 HO0224
 HO0224.The orthometric height was determined by differential leveling
 HO0224.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0224
 HO0224.* This is a POSTED BENCH MARK height.
 HO0224
 HO0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0224.GEOID18 height accuracy estimate available here.
 HO0224
 HO0224.Click photographs - Photos may exist for this station.
 HO0224
 HO0224.The dynamic height is computed by dividing the NAVD 88
 HO0224.geopotential number by the normal gravity value computed on the
 HO0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0224.degrees latitude (g = 980.6199 gals.).
 HO0224
 HO0224.The modeled gravity was interpolated from observed gravity values.
 HO0224
 HO0224;                    North         East    Units  Estimated Accuracy
 HO0224;SPC UT S     - 3,069,990.      339,920.      MT  (+/- 180 meters Scaled)
 HO0224
 HO0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG956287(NAD 83)
 HO0224
 HO0224                          SUPERSEDED SURVEY CONTROL
 HO0224
 HO0224  NGVD 29 (??/??/92) 1155.307  (m)         3790.37   (f) ADJ UNCH    2 0
 HO0224
 HO0224.Superseded values are not recommended for survey control.
 HO0224
 HO0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0224.See file dsdata.pdf to determine how the superseded data were derived.
 HO0224
 HO0224_MARKER: DD = SURVEY DISK
 HO0224_SETTING: 0 = UNSPECIFIED SETTING
 HO0224_STAMPING: H 10 1928
 HO0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0224
 HO0224  HISTORY     - Date     Condition        Report By
 HO0224  HISTORY     - 1928     MONUMENTED       USGS
 HO0224  HISTORY     - 1984     MARK NOT FOUND   NGS
 HO0224
 HO0224                          STATION DESCRIPTION
 HO0224
 HO0224'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 HO0224'0.4 MI S FROM ANDERSON.
 HO0224'ABOUT 0.4 MILE SOUTH ALONG U.S. HIGHWAY 91 FROM THE ANDERSON RANCH AT
 HO0224'ANDERSON, WASHINGTON COUNTY, AND AT THE JUNCTION OF STATE HIGHWAY 15.
 HO0224'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 10 1928.
 HO0224
 HO0224                          STATION RECOVERY (1984)
 HO0224
 HO0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HO0224'AFTER A PROLONGED SEARCH, EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS
 HO0224'BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0177 ***********************************************************************
 HM0177  DESIGNATION -  H 100
 HM0177  PID         -  HM0177
 HM0177  STATE/COUNTY-  UT/SAN JUAN
 HM0177  COUNTRY     -  US
 HM0177  USGS QUAD   -  BLANDING SOUTH (2017)
 HM0177
 HM0177                         *CURRENT SURVEY CONTROL
 HM0177  ______________________________________________________________________
 HM0177* NAD 83(1986) POSITION- 37 34 51.     (N) 109 28 44.     (W)   SCALED
 HM0177* NAVD 88 ORTHO HEIGHT -  1770.258 (meters)     5807.92  (feet) ADJUSTED
 HM0177  ______________________________________________________________________
 HM0177  GEOID HEIGHT    -        -20.083 (meters)                     GEOID18
 HM0177  DYNAMIC HEIGHT  -       1768.184 (meters)     5801.12  (feet) COMP
 HM0177  MODELED GRAVITY -    979,396.3   (mgal)                       NAVD 88
 HM0177
 HM0177  VERT ORDER      -  FIRST     CLASS II
 HM0177
 HM0177.This mark is at Blanding Airport (BDG)
 HM0177
 HM0177.The horizontal coordinates were scaled from a map and have
 HM0177.an estimated accuracy of +/- 6 seconds.
 HM0177
 HM0177.The orthometric height was determined by differential leveling and
 HM0177.adjusted by the NATIONAL GEODETIC SURVEY
 HM0177.in June 1991.
 HM0177
 HM0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0177.GEOID18 height accuracy estimate available here.
 HM0177
 HM0177.Click photographs - Photos may exist for this station.
 HM0177
 HM0177.The dynamic height is computed by dividing the NAVD 88
 HM0177.geopotential number by the normal gravity value computed on the
 HM0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0177.degrees latitude (g = 980.6199 gals.).
 HM0177
 HM0177.The modeled gravity was interpolated from observed gravity values.
 HM0177
 HM0177;                    North         East    Units  Estimated Accuracy
 HM0177;SPC UT S     - 3,103,390.      678,500.      MT  (+/- 180 meters Scaled)
 HM0177
 HM0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG343603(NAD 83)
 HM0177
 HM0177                          SUPERSEDED SURVEY CONTROL
 HM0177
 HM0177  NGVD 29 (??/??/92) 1769.196  (m)         5804.44   (f) ADJ UNCH    1 2
 HM0177
 HM0177.Superseded values are not recommended for survey control.
 HM0177
 HM0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0177.See file dsdata.pdf to determine how the superseded data were derived.
 HM0177
 HM0177_MARKER: DB = BENCH MARK DISK
 HM0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0177_STAMPING: H 100 1958
 HM0177_MARK LOGO: CGS
 HM0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0177+STABILITY: SURFACE MOTION
 HM0177
 HM0177  HISTORY     - Date     Condition        Report By
 HM0177  HISTORY     - 1958     MONUMENTED       CGS
 HM0177  HISTORY     - 1959     GOOD             CGS
 HM0177  HISTORY     - 1979     GOOD             NGS
 HM0177  HISTORY     - 1979     GOOD             NGS
 HM0177
 HM0177                          STATION DESCRIPTION
 HM0177
 HM0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0177'3.1 MI S FROM BLANDING.
 HM0177'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0177'BLANDING, AT THE JUNCTION OF AN ASPHALT ROAD WEST TO BLANDING AIRPORT,
 HM0177'73 FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 60 1/2 FEET WEST OF
 HM0177'THE CENTER LINE OF THE HIGHWAY, 40 FEET NORTH OF THE CENTER LINE OF
 HM0177'THE ROAD, 13 FEET WEST OF A FENCE CORNER POST, 1.7 FEET SOUTH OF A
 HM0177'FENCE, 2.4 FEET EAST OF A WITNESS POST, 2 1/2 FEET HIGHER THAN THE
 HM0177'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 HM0177
 HM0177                          STATION RECOVERY (1979)
 HM0177
 HM0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0177'RECOVERED IN GOOD CONDITION.
 HM0177
 HM0177                          STATION RECOVERY (1979)
 HM0177
 HM0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0177'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0310 ***********************************************************************
 JN0310  DESIGNATION -  H 100
 JN0310  PID         -  JN0310
 JN0310  STATE/COUNTY-  UT/SEVIER
 JN0310  COUNTRY     -  US
 JN0310  USGS QUAD   -  AURORA (2017)
 JN0310
 JN0310                         *CURRENT SURVEY CONTROL
 JN0310  ______________________________________________________________________
 JN0310* NAD 83(1986) POSITION- 38 54 52.     (N) 111 55 53.     (W)   SCALED
 JN0310* NAVD 88 ORTHO HEIGHT -  1582.127 (meters)     5190.70  (feet) ADJUSTED
 JN0310  ______________________________________________________________________
 JN0310  GEOID HEIGHT    -        -18.727 (meters)                     GEOID18
 JN0310  DYNAMIC HEIGHT  -       1580.458 (meters)     5185.22  (feet) COMP
 JN0310  MODELED GRAVITY -    979,518.6   (mgal)                       NAVD 88
 JN0310
 JN0310  VERT ORDER      -  SECOND    CLASS 0
 JN0310
 JN0310.The horizontal coordinates were scaled from a map and have
 JN0310.an estimated accuracy of +/- 6 seconds.
 JN0310
 JN0310.The orthometric height was determined by differential leveling and
 JN0310.adjusted by the NATIONAL GEODETIC SURVEY
 JN0310.in June 1991.
 JN0310
 JN0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0310.GEOID18 height accuracy estimate available here.
 JN0310
 JN0310.Click photographs - Photos may exist for this station.
 JN0310
 JN0310.The dynamic height is computed by dividing the NAVD 88
 JN0310.geopotential number by the normal gravity value computed on the
 JN0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0310.degrees latitude (g = 980.6199 gals.).
 JN0310
 JN0310.The modeled gravity was interpolated from observed gravity values.
 JN0310
 JN0310;                    North         East    Units  Estimated Accuracy
 JN0310;SPC UT C     - 2,064,610.      462,590.      MT  (+/- 180 meters Scaled)
 JN0310
 JN0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ192076(NAD 83)
 JN0310
 JN0310                          SUPERSEDED SURVEY CONTROL
 JN0310
 JN0310  NGVD 29 (??/??/92) 1580.928  (m)         5186.76   (f) ADJ UNCH    2 0
 JN0310
 JN0310.Superseded values are not recommended for survey control.
 JN0310
 JN0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0310.See file dsdata.pdf to determine how the superseded data were derived.
 JN0310
 JN0310_MARKER: DB = BENCH MARK DISK
 JN0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0310_STAMPING: H 100 1931
 JN0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0310+STABILITY: SURFACE MOTION
 JN0310
 JN0310  HISTORY     - Date     Condition        Report By
 JN0310  HISTORY     - 1931     MONUMENTED       USGS
 JN0310
 JN0310                          STATION DESCRIPTION
 JN0310
 JN0310'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 JN0310'4.5 MI S FROM SALINA.
 JN0310'ABOUT 4.5 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JN0310'FROM THE STATION AT SALINA, SEVIER COUNTY, AT AURORA, 4 FEET SOUTHWEST
 JN0310'OF THE NORTHEAST FENCE CORNER OF THE PUBLIC-SCHOOL GROUNDS, 47 FEET
 JN0310'SOUTH OF AN EAST-AND-WEST ROAD, AND 44 FEET WEST OF THE CENTER LINE OF
 JN0310'U.S. HIGHWAY 89.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 JN0310'STAMPED H 100 1931 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0103 ***********************************************************************
 LO0103  DESIGNATION -  H 101
 LO0103  PID         -  LO0103
 LO0103  STATE/COUNTY-  UT/DUCHESNE
 LO0103  COUNTRY     -  US
 LO0103  USGS QUAD   -  BLACKTAIL MOUNTAIN (2017)
 LO0103
 LO0103                         *CURRENT SURVEY CONTROL
 LO0103  ______________________________________________________________________
 LO0103* NAD 83(1986) POSITION- 40 17 46.     (N) 110 34 19.     (W)   SCALED
 LO0103* NAVD 88 ORTHO HEIGHT -  1881.305 (meters)     6172.25  (feet) ADJUSTED
 LO0103  ______________________________________________________________________
 LO0103  GEOID HEIGHT    -        -16.192 (meters)                     GEOID18
 LO0103  DYNAMIC HEIGHT  -       1879.431 (meters)     6166.10  (feet) COMP
 LO0103  MODELED GRAVITY -    979,563.4   (mgal)                       NAVD 88
 LO0103
 LO0103  VERT ORDER      -  SECOND    CLASS 0
 LO0103
 LO0103.The horizontal coordinates were scaled from a map and have
 LO0103.an estimated accuracy of +/- 6 seconds.
 LO0103
 LO0103.The orthometric height was determined by differential leveling and
 LO0103.adjusted by the NATIONAL GEODETIC SURVEY
 LO0103.in June 1991.
 LO0103
 LO0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0103.GEOID18 height accuracy estimate available here.
 LO0103
 LO0103.Click photographs - Photos may exist for this station.
 LO0103
 LO0103.The dynamic height is computed by dividing the NAVD 88
 LO0103.geopotential number by the normal gravity value computed on the
 LO0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0103.degrees latitude (g = 980.6199 gals.).
 LO0103
 LO0103.The modeled gravity was interpolated from observed gravity values.
 LO0103
 LO0103;                    North         East    Units  Estimated Accuracy
 LO0103;SPC UT C     - 2,218,320.      578,900.      MT  (+/- 180 meters Scaled)
 LO0103
 LO0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK363607(NAD 83)
 LO0103
 LO0103                          SUPERSEDED SURVEY CONTROL
 LO0103
 LO0103  NGVD 29 (??/??/92) 1879.955  (m)         6167.82   (f) ADJ UNCH    2 0
 LO0103
 LO0103.Superseded values are not recommended for survey control.
 LO0103
 LO0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0103.See file dsdata.pdf to determine how the superseded data were derived.
 LO0103
 LO0103_MARKER: DB = BENCH MARK DISK
 LO0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0103_SP_SET: CULVERT
 LO0103_STAMPING: H 101 1962
 LO0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0103
 LO0103  HISTORY     - Date     Condition        Report By
 LO0103  HISTORY     - 1962     MONUMENTED       CGS
 LO0103
 LO0103                          STATION DESCRIPTION
 LO0103
 LO0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0103'9.25 MI SE FROM TABIONA.
 LO0103'9.25 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0103'TABIONA, SET VERTICALLY IN THE NORTH FACE OF A LARGE SANDSTONE
 LO0103'OUTCROP, 29 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 64 FEET
 LO0103'SOUTHEAST AND ACROSS THE HIGHWAY FROM POWER POLE 6-10, 34 FEET EAST OF
 LO0103'THE SOUTHEAST END OF A 36-INCH PIPE CULVERT, 6 FEET SOUTH OF THE
 LO0103'CENTER OF A CANAL, ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY, AND 0.9
 LO0103'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0276 ***********************************************************************
 JN0276  DESIGNATION -  H 102
 JN0276  PID         -  JN0276
 JN0276  STATE/COUNTY-  UT/SEVIER
 JN0276  COUNTRY     -  US
 JN0276  USGS QUAD   -  AURORA (2017)
 JN0276
 JN0276                         *CURRENT SURVEY CONTROL
 JN0276  ______________________________________________________________________
 JN0276* NAD 83(1986) POSITION- 38 58 35.12   (N) 111 58 35.91   (W)   HD_HELD1
 JN0276* NAVD 88 ORTHO HEIGHT -  1746.603 (meters)     5730.31  (feet) ADJUSTED
 JN0276  ______________________________________________________________________
 JN0276  GEOID HEIGHT    -        -18.501 (meters)                     GEOID18
 JN0276  DYNAMIC HEIGHT  -       1744.770 (meters)     5724.30  (feet) COMP
 JN0276  MODELED GRAVITY -    979,516.7   (mgal)                       NAVD 88
 JN0276
 JN0276  VERT ORDER      -  SECOND    CLASS 0
 JN0276
 JN0276.The horizontal coordinates were determined by differentially corrected
 JN0276.hand held GPS observations or other comparable positioning techniques
 JN0276.and have an estimated accuracy of +/- 3 meters.
 JN0276
 JN0276.The orthometric height was determined by differential leveling and
 JN0276.adjusted by the NATIONAL GEODETIC SURVEY
 JN0276.in June 1991.
 JN0276
 JN0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0276.GEOID18 height accuracy estimate available here.
 JN0276
 JN0276.Click photographs - Photos may exist for this station.
 JN0276
 JN0276.The dynamic height is computed by dividing the NAVD 88
 JN0276.geopotential number by the normal gravity value computed on the
 JN0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0276.degrees latitude (g = 980.6199 gals.).
 JN0276
 JN0276.The modeled gravity was interpolated from observed gravity values.
 JN0276
 JN0276;                    North         East    Units  Estimated Accuracy
 JN0276;SPC UT C     - 2,071,506.8     458,696.3     MT  (+/- 3 meters HH1 GPS) 
 JN0276
 JN0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ1540114613(NAD 83)
 JN0276
 JN0276                          SUPERSEDED SURVEY CONTROL
 JN0276
 JN0276  NGVD 29 (??/??/92) 1745.384  (m)         5726.31   (f) ADJ UNCH    2 0
 JN0276
 JN0276.Superseded values are not recommended for survey control.
 JN0276
 JN0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0276.See file dsdata.pdf to determine how the superseded data were derived.
 JN0276
 JN0276_MARKER: DB = BENCH MARK DISK
 JN0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0276_STAMPING: 5727 H 102 1931
 JN0276_MARK LOGO: USGS
 JN0276_PROJECTION: FLUSH
 JN0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0276+STABILITY: SURFACE MOTION
 JN0276
 JN0276  HISTORY     - Date     Condition        Report By
 JN0276  HISTORY     - 1931     MONUMENTED       USGS
 JN0276
 JN0276                          STATION DESCRIPTION
 JN0276
 JN0276'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 JN0276'6.8 MI NW FROM SALINA.
 JN0276'ABOUT 6.8 MILES NORTHWEST ALONG U.S. HIGHWAY 89 AND STATE HIGHWAY 63
 JN0276'FROM THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION AT SALINA,
 JN0276'SEVIER COUNTY, AT THE POINT OF A HILL, 21 FEET SOUTH OF THE CENTER OF
 JN0276'THE HIGHWAY, AND 2 FEET LOWER THAN THE HIGHWAY.  A UNITED STATES
 JN0276'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5727 H 102 1931 AND SET IN
 JN0276'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0354 ***********************************************************************
 LN0354  DESIGNATION -  H 102
 LN0354  PID         -  LN0354
 LN0354  STATE/COUNTY-  UT/DAGGETT
 LN0354  COUNTRY     -  US
 LN0354  USGS QUAD   -  FLAMING GORGE (2017)
 LN0354
 LN0354                         *CURRENT SURVEY CONTROL
 LN0354  ______________________________________________________________________
 LN0354* NAD 83(1986) POSITION- 40 59 09.     (N) 109 32 07.     (W)   SCALED
 LN0354* NAVD 88 ORTHO HEIGHT -  1842.236 (meters)     6044.07  (feet) ADJUSTED
 LN0354  ______________________________________________________________________
 LN0354  GEOID HEIGHT    -        -14.287 (meters)                     GEOID18
 LN0354  DYNAMIC HEIGHT  -       1840.585 (meters)     6038.65  (feet) COMP
 LN0354  MODELED GRAVITY -    979,662.8   (mgal)                       NAVD 88
 LN0354
 LN0354  VERT ORDER      -  SECOND    CLASS 0
 LN0354
 LN0354.The horizontal coordinates were scaled from a map and have
 LN0354.an estimated accuracy of +/- 6 seconds.
 LN0354
 LN0354.The orthometric height was determined by differential leveling and
 LN0354.adjusted by the NATIONAL GEODETIC SURVEY
 LN0354.in June 1991.
 LN0354
 LN0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0354.GEOID18 height accuracy estimate available here.
 LN0354
 LN0354.Click photographs - Photos may exist for this station.
 LN0354
 LN0354.The dynamic height is computed by dividing the NAVD 88
 LN0354.geopotential number by the normal gravity value computed on the
 LN0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0354.degrees latitude (g = 980.6199 gals.).
 LN0354
 LN0354.The modeled gravity was interpolated from observed gravity values.
 LN0354
 LN0354;                    North         East    Units  Estimated Accuracy
 LN0354;SPC UT N     - 1,074,330.      665,320.      MT  (+/- 180 meters Scaled)
 LN0354
 LN0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL232382(NAD 83)
 LN0354
 LN0354                          SUPERSEDED SURVEY CONTROL
 LN0354
 LN0354  NGVD 29 (??/??/92) 1840.966  (m)         6039.90   (f) ADJ UNCH    2 0
 LN0354
 LN0354.Superseded values are not recommended for survey control.
 LN0354
 LN0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0354.See file dsdata.pdf to determine how the superseded data were derived.
 LN0354
 LN0354_MARKER: DB = BENCH MARK DISK
 LN0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0354_STAMPING: H 102 1962
 LN0354_MARK LOGO: CGS
 LN0354_PROJECTION: PROJECTING 8 CENTIMETERS
 LN0354_MAGNETIC: N = NO MAGNETIC MATERIAL
 LN0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0354+STABILITY: SURFACE MOTION
 LN0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0354+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2021
 LN0354
 LN0354  HISTORY     - Date     Condition        Report By
 LN0354  HISTORY     - 1962     MONUMENTED       CGS
 LN0354  HISTORY     - 1966     GOOD             USGS
 LN0354  HISTORY     - 20210612 GOOD             IGA
 LN0354
 LN0354                          STATION DESCRIPTION
 LN0354
 LN0354'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LN0354'5.55 MI SE FROM LINWOOD.
 LN0354'DUTCH JOHN, BUREAU OF RECLAMATION FIRE STATION.  THENCE 0.55 MILES
 LN0354'WEST TO UTAH STATE HIGHWAY 260.  THENCE RIGHT ALONG HIGHWAY 260
 LN0354'NORTHWARD FOR 4.45 MILES TO DUTCH JOHN CAP, CONTINUE FOR ANOTHER 0.55
 LN0354'MILES TO A DIRT ROAD RIGHT AND SIGN ROCK SPRINGS 66 MI, TURN RIGHT FOR
 LN0354'0.65 MILES TO ROAD FORK, TURN LEFT FOR 1.55 MILES TO ROAD FORK, TURN
 LN0354'RIGHT ON ROAD PARALLELING ABANDONED UNDERGROUND PIPELINE FOR 1.90
 LN0354'MILES TO ROAD CROSSINGS, TURN LEFT FOR 0.17 MILES, 34 FEET NORTH OF
 LN0354'THE CENTER LINE OF THE ROAD, 27 FEET NORTHWEST OF THE CENTER OF THE
 LN0354'NORTH END OF A 12-INCH PIPE CULVERT, 2.0 FEET SOUTH OF A WITNESS POST,
 LN0354'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LN0354'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LN0354
 LN0354                          STATION RECOVERY (2021)
 LN0354
 LN0354'RECOVERY NOTE BY IGAGE 2021 (MS)
 LN0354'DUTCH JOHN UTAH FIRE STATION.  THENCE NORTHWEST 0.5 MI (0.8 KM) ON
 LN0354'SOUTH BOULEVARD TO US 191.  NORTH ON US 191 5.2 MI (8.4 KM) TO FR 319
 LN0354'JUG HOLLOW ROAD THEN LEFT 3.9 MI (6.3 KM).  TURN LEFT ONTO USFS FR208
 LN0354'AT INTERSECTION OF FR 319, FR209 AND FR208.  THENCE 954 FT (290.8 M)
 LN0354'SOUTHWEST ON FR208.  30 FT (9.1 M) NORTH OF THE CENTERLINE OF FR208,
 LN0354'JUST WEST OF ROAD DRAIN DITCH.  SET IN THE TOP OF A CONCRETE POST
 LN0354'PROJECTION 3 INCHES (8 CM) ABOVE GROUND.  CULVERT IS GONE.  WITNESS
 LN0354'POST LAYS ALONGSIDE ON GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0226 ***********************************************************************
 LN0226  DESIGNATION -  H 103
 LN0226  PID         -  LN0226
 LN0226  STATE/COUNTY-  UT/DAGGETT
 LN0226  COUNTRY     -  US
 LN0226  USGS QUAD   -  CLAY BASIN (2017)
 LN0226
 LN0226                         *CURRENT SURVEY CONTROL
 LN0226  ______________________________________________________________________
 LN0226* NAD 83(1986) POSITION- 40 53 39.     (N) 109 08 33.     (W)   SCALED
 LN0226* NAVD 88 ORTHO HEIGHT -  1673.972 (meters)     5492.02  (feet) ADJUSTED
 LN0226  ______________________________________________________________________
 LN0226  GEOID HEIGHT    -        -14.182 (meters)                     GEOID18
 LN0226  DYNAMIC HEIGHT  -       1672.563 (meters)     5487.40  (feet) COMP
 LN0226  MODELED GRAVITY -    979,723.4   (mgal)                       NAVD 88
 LN0226
 LN0226  VERT ORDER      -  SECOND    CLASS 0
 LN0226
 LN0226.The horizontal coordinates were scaled from a map and have
 LN0226.an estimated accuracy of +/- 6 seconds.
 LN0226
 LN0226.The orthometric height was determined by differential leveling and
 LN0226.adjusted by the NATIONAL GEODETIC SURVEY
 LN0226.in June 1991.
 LN0226
 LN0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0226.GEOID18 height accuracy estimate available here.
 LN0226
 LN0226.Click photographs - Photos may exist for this station.
 LN0226
 LN0226.The dynamic height is computed by dividing the NAVD 88
 LN0226.geopotential number by the normal gravity value computed on the
 LN0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0226.degrees latitude (g = 980.6199 gals.).
 LN0226
 LN0226.The modeled gravity was interpolated from observed gravity values.
 LN0226
 LN0226;                    North         East    Units  Estimated Accuracy
 LN0226;SPC UT N     - 1,064,980.      698,640.      MT  (+/- 180 meters Scaled)
 LN0226
 LN0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL564286(NAD 83)
 LN0226
 LN0226                          SUPERSEDED SURVEY CONTROL
 LN0226
 LN0226  NGVD 29 (??/??/92) 1672.791  (m)         5488.15   (f) ADJ UNCH    2 0
 LN0226
 LN0226.Superseded values are not recommended for survey control.
 LN0226
 LN0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0226.See file dsdata.pdf to determine how the superseded data were derived.
 LN0226
 LN0226_MARKER: DB = BENCH MARK DISK
 LN0226_SETTING: 80 = SET IN A BOULDER
 LN0226_STAMPING: H 103 1962
 LN0226_MARK LOGO: CGS
 LN0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0226+STABILITY: SURFACE MOTION
 LN0226
 LN0226  HISTORY     - Date     Condition        Report By
 LN0226  HISTORY     - 1962     MONUMENTED       CGS
 LN0226
 LN0226                          STATION DESCRIPTION
 LN0226
 LN0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0226'35.65 MI E FROM LINWOOD.
 LN0226'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0226'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 30.65 MILES
 LN0226'EAST ALONG CLAY BASIN ROAD, AT THE JUNCTION OF A TRACK ROAD, IN THE
 LN0226'TOP OF A 2- BY 3-FOOT BOULDER WHICH PROJECTS 0.5 FOOT ABOVE THE
 LN0226'GROUND, 45 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 71 FEET
 LN0226'EAST OF A POWER POLE, 46 FEET EAST-NORTHEAST OF A FENCE, 49 FEET
 LN0226'NORTHWEST OF THE CENTER LINE OF THE TRACK ROAD, 1.7 FEET SOUTHEAST OF
 LN0226'A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0385 ***********************************************************************
 JO0385  DESIGNATION -  H 103
 JO0385  PID         -  JO0385
 JO0385  STATE/COUNTY-  UT/MILLARD
 JO0385  COUNTRY     -  US
 JO0385  USGS QUAD   -  BEEHIVE PEAK (2017)
 JO0385
 JO0385                         *CURRENT SURVEY CONTROL
 JO0385  ______________________________________________________________________
 JO0385* NAD 83(1986) POSITION- 38 59 50.     (N) 112 01 15.     (W)   SCALED
 JO0385* NAVD 88 ORTHO HEIGHT -  1878.093 (meters)     6161.71  (feet) ADJUSTED
 JO0385  ______________________________________________________________________
 JO0385  GEOID HEIGHT    -        -18.304 (meters)                     GEOID18
 JO0385  DYNAMIC HEIGHT  -       1876.115 (meters)     6155.22  (feet) COMP
 JO0385  MODELED GRAVITY -    979,507.6   (mgal)                       NAVD 88
 JO0385
 JO0385  VERT ORDER      -  SECOND    CLASS 0
 JO0385
 JO0385.The horizontal coordinates were scaled from a map and have
 JO0385.an estimated accuracy of +/- 6 seconds.
 JO0385
 JO0385.The orthometric height was determined by differential leveling and
 JO0385.adjusted by the NATIONAL GEODETIC SURVEY
 JO0385.in June 1991.
 JO0385
 JO0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0385.GEOID18 height accuracy estimate available here.
 JO0385
 JO0385.Click photographs - Photos may exist for this station.
 JO0385
 JO0385.The dynamic height is computed by dividing the NAVD 88
 JO0385.geopotential number by the normal gravity value computed on the
 JO0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0385.degrees latitude (g = 980.6199 gals.).
 JO0385
 JO0385.The modeled gravity was interpolated from observed gravity values.
 JO0385
 JO0385;                    North         East    Units  Estimated Accuracy
 JO0385;SPC UT C     - 2,073,840.      454,880.      MT  (+/- 180 meters Scaled)
 JO0385
 JO0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ115169(NAD 83)
 JO0385
 JO0385                          SUPERSEDED SURVEY CONTROL
 JO0385
 JO0385  NGVD 29 (??/??/92) 1876.861  (m)         6157.67   (f) ADJ UNCH    2 0
 JO0385
 JO0385.Superseded values are not recommended for survey control.
 JO0385
 JO0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0385.See file dsdata.pdf to determine how the superseded data were derived.
 JO0385
 JO0385_MARKER: DD = SURVEY DISK
 JO0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0385_STAMPING: 6158 H 103 1931
 JO0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0385+STABILITY: SURFACE MOTION
 JO0385
 JO0385  HISTORY     - Date     Condition        Report By
 JO0385  HISTORY     - 1931     MONUMENTED       USGS
 JO0385  HISTORY     - 1934     GOOD             CGS
 JO0385
 JO0385                          STATION DESCRIPTION
 JO0385
 JO0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0385'9.7 MI NW FROM SALINA.
 JO0385'IN MILLARD COUNTY, ABOUT 9.7 MILES NORTHWEST ALONG U.S. HIGHWAY 89 AND
 JO0385'STATE HIGHWAY 63 FROM THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JO0385'STATION AT SALINA, SEVIER COUNTY, ABOUT 2 MILES NORTHWEST OF THE
 JO0385'MILLARD-SEVIER COUNTY LINE, AT A FORK IN THE HIGHWAY NEAR A SIGN
 JO0385'READING MAPLE GROVE 7 MI., AND 34 FEET WEST OF THE CENTER LINE OF THE
 JO0385'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 JO0385'6158 H 103 1931 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0068 ***********************************************************************
 LO0068  DESIGNATION -  H 104
 LO0068  PID         -  LO0068
 LO0068  STATE/COUNTY-  UT/DUCHESNE
 LO0068  COUNTRY     -  US
 LO0068  USGS QUAD   -  STRAWBERRY PINNACLES (2017)
 LO0068
 LO0068                         *CURRENT SURVEY CONTROL
 LO0068  ______________________________________________________________________
 LO0068* NAD 83(1986) POSITION- 40 11 12.     (N) 110 40 20.     (W)   SCALED
 LO0068* NAVD 88 ORTHO HEIGHT -  2087.530 (meters)     6848.84  (feet) ADJUSTED
 LO0068  ______________________________________________________________________
 LO0068  GEOID HEIGHT    -        -16.455 (meters)                     GEOID18
 LO0068  DYNAMIC HEIGHT  -       2085.370 (meters)     6841.75  (feet) COMP
 LO0068  MODELED GRAVITY -    979,516.7   (mgal)                       NAVD 88
 LO0068
 LO0068  VERT ORDER      -  SECOND    CLASS 0
 LO0068
 LO0068.The horizontal coordinates were scaled from a map and have
 LO0068.an estimated accuracy of +/- 6 seconds.
 LO0068
 LO0068.The orthometric height was determined by differential leveling and
 LO0068.adjusted by the NATIONAL GEODETIC SURVEY
 LO0068.in June 1991.
 LO0068
 LO0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0068.GEOID18 height accuracy estimate available here.
 LO0068
 LO0068.Click photographs - Photos may exist for this station.
 LO0068
 LO0068.The dynamic height is computed by dividing the NAVD 88
 LO0068.geopotential number by the normal gravity value computed on the
 LO0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0068.degrees latitude (g = 980.6199 gals.).
 LO0068
 LO0068.The modeled gravity was interpolated from observed gravity values.
 LO0068
 LO0068;                    North         East    Units  Estimated Accuracy
 LO0068;SPC UT C     - 2,206,080.      570,490.      MT  (+/- 180 meters Scaled)
 LO0068
 LO0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK279485(NAD 83)
 LO0068
 LO0068                          SUPERSEDED SURVEY CONTROL
 LO0068
 LO0068  NGVD 29 (??/??/92) 2086.132  (m)         6844.25   (f) ADJ UNCH    2 0
 LO0068
 LO0068.Superseded values are not recommended for survey control.
 LO0068
 LO0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0068.See file dsdata.pdf to determine how the superseded data were derived.
 LO0068
 LO0068_MARKER: DB = BENCH MARK DISK
 LO0068_SETTING: 66 = SET IN ROCK OUTCROP
 LO0068_STAMPING: H 104 1962
 LO0068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0068+STABILITY: POSITION/ELEVATION WELL
 LO0068
 LO0068  HISTORY     - Date     Condition        Report By
 LO0068  HISTORY     - 1962     MONUMENTED       CGS
 LO0068
 LO0068                          STATION DESCRIPTION
 LO0068
 LO0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0068'9.95 MI E FROM FRUITLAND.
 LO0068'9.95 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LO0068'FRUITLAND, NEAR THE SUMMIT OF A HILL, IN A SMALL GROVE OF CEDAR TREES,
 LO0068'79 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A 4 BY
 LO0068'7 FOOT SANDSTONE OUTCROP WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND,
 LO0068'34.1 FEET SOUTH OF A WITNESS POST, AND ABOUT 2 1/2 FEET HIGHER THAN
 LO0068'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0149 ***********************************************************************
 KO0149  DESIGNATION -  H 104
 KO0149  PID         -  KO0149
 KO0149  STATE/COUNTY-  UT/MILLARD
 KO0149  COUNTRY     -  US
 KO0149  USGS QUAD   -  SCIPIO LAKE (2017)
 KO0149
 KO0149                         *CURRENT SURVEY CONTROL
 KO0149  ______________________________________________________________________
 KO0149* NAD 83(1986) POSITION- 39 02 18.     (N) 112 02 28.     (W)   SCALED
 KO0149* NAVD 88 ORTHO HEIGHT -  1868.066 (meters)     6128.81  (feet) ADJUSTED
 KO0149  ______________________________________________________________________
 KO0149  GEOID HEIGHT    -        -18.221 (meters)                     GEOID18
 KO0149  DYNAMIC HEIGHT  -       1866.120 (meters)     6122.43  (feet) COMP
 KO0149  MODELED GRAVITY -    979,518.7   (mgal)                       NAVD 88
 KO0149
 KO0149  VERT ORDER      -  SECOND    CLASS 0
 KO0149
 KO0149.The horizontal coordinates were scaled from a map and have
 KO0149.an estimated accuracy of +/- 6 seconds.
 KO0149
 KO0149.The orthometric height was determined by differential leveling and
 KO0149.adjusted by the NATIONAL GEODETIC SURVEY
 KO0149.in June 1991.
 KO0149
 KO0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0149.GEOID18 height accuracy estimate available here.
 KO0149
 KO0149.Click photographs - Photos may exist for this station.
 KO0149
 KO0149.The dynamic height is computed by dividing the NAVD 88
 KO0149.geopotential number by the normal gravity value computed on the
 KO0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0149.degrees latitude (g = 980.6199 gals.).
 KO0149
 KO0149.The modeled gravity was interpolated from observed gravity values.
 KO0149
 KO0149;                    North         East    Units  Estimated Accuracy
 KO0149;SPC UT C     - 2,078,410.      453,150.      MT  (+/- 180 meters Scaled)
 KO0149
 KO0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ098215(NAD 83)
 KO0149
 KO0149                          SUPERSEDED SURVEY CONTROL
 KO0149
 KO0149  NGVD 29 (??/??/92) 1866.845  (m)         6124.81   (f) ADJ UNCH    2 0
 KO0149
 KO0149.Superseded values are not recommended for survey control.
 KO0149
 KO0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0149.See file dsdata.pdf to determine how the superseded data were derived.
 KO0149
 KO0149_MARKER: DB = BENCH MARK DISK
 KO0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0149_STAMPING: 6125 H 104 1931
 KO0149_MARK LOGO: USGS
 KO0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0149+STABILITY: SURFACE MOTION
 KO0149
 KO0149  HISTORY     - Date     Condition        Report By
 KO0149  HISTORY     - 1931     MONUMENTED       USGS
 KO0149  HISTORY     - 1934     GOOD             CGS
 KO0149
 KO0149                          STATION DESCRIPTION
 KO0149
 KO0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0149'12.9 MI NW FROM SALINA.
 KO0149'IN MILLARD COUNTY, ABOUT 12.9 MILES NORTHWEST ALONG U.S. HIGHWAY 89
 KO0149'AND STATE HIGHWAY 63 FROM THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KO0149'STATION AT SALINA, SEVIER COUNTY, ABOUT 40 FEET SOUTH OF THE ROAD
 KO0149'LEADING TO MAPLE GROVE, NEAR A T-ROAD LEADING WEST, AND 36 FEET WEST
 KO0149'OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 KO0149'STANDARD DISK, STAMPED 6125 H 104 1931 AND SET IN THE TOP OF A
 KO0149'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0280 ***********************************************************************
 LO0280  DESIGNATION -  H 105
 LO0280  PID         -  LO0280
 LO0280  STATE/COUNTY-  UT/SUMMIT
 LO0280  COUNTRY     -  US
 LO0280  USGS QUAD   -  WOODLAND (2017)
 LO0280
 LO0280                         *CURRENT SURVEY CONTROL
 LO0280  ______________________________________________________________________
 LO0280* NAD 83(1986) POSITION- 40 34 17.     (N) 111 12 16.     (W)   SCALED
 LO0280* NAVD 88 ORTHO HEIGHT -  2076.763 (meters)     6813.51  (feet) ADJUSTED
 LO0280  ______________________________________________________________________
 LO0280  GEOID HEIGHT    -        -14.723 (meters)                     GEOID18
 LO0280  DYNAMIC HEIGHT  -       2074.759 (meters)     6806.94  (feet) COMP
 LO0280  MODELED GRAVITY -    979,585.3   (mgal)                       NAVD 88
 LO0280
 LO0280  VERT ORDER      -  SECOND    CLASS 0
 LO0280
 LO0280.The horizontal coordinates were scaled from a map and have
 LO0280.an estimated accuracy of +/- 6 seconds.
 LO0280
 LO0280.The orthometric height was determined by differential leveling and
 LO0280.adjusted by the NATIONAL GEODETIC SURVEY
 LO0280.in June 1991.
 LO0280
 LO0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0280.GEOID18 height accuracy estimate available here.
 LO0280
 LO0280.Click photographs - Photos may exist for this station.
 LO0280
 LO0280.The dynamic height is computed by dividing the NAVD 88
 LO0280.geopotential number by the normal gravity value computed on the
 LO0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0280.degrees latitude (g = 980.6199 gals.).
 LO0280
 LO0280.The modeled gravity was interpolated from observed gravity values.
 LO0280
 LO0280;                    North         East    Units  Estimated Accuracy
 LO0280;SPC UT N     - 1,026,480.      525,030.      MT  (+/- 180 meters Scaled)
 LO0280
 LO0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK826911(NAD 83)
 LO0280
 LO0280                          SUPERSEDED SURVEY CONTROL
 LO0280
 LO0280  NGVD 29 (??/??/92) 2075.455  (m)         6809.22   (f) ADJ UNCH    2 0
 LO0280
 LO0280.Superseded values are not recommended for survey control.
 LO0280
 LO0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0280.See file dsdata.pdf to determine how the superseded data were derived.
 LO0280
 LO0280_MARKER: DB = BENCH MARK DISK
 LO0280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0280_SP_SET: BRIDGE
 LO0280_STAMPING: H 105 1962
 LO0280_MARK LOGO: CGS
 LO0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0280
 LO0280  HISTORY     - Date     Condition        Report By
 LO0280  HISTORY     - 1962     MONUMENTED       CGS
 LO0280
 LO0280                          STATION DESCRIPTION
 LO0280
 LO0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0280'5.55 MI SE FROM FRANCIS.
 LO0280'5.55 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0280'HIGHWAY 189 AT FRANCIS, IN THE TOP OF THE WEST-NORTHWEST END OF THE
 LO0280'SOUTH-SOUTHWEST CONCRETE HEAD WALL OF BRIDGE 23.9 OVER UPPER PROVO
 LO0280'RIVER, 12 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 LO0280'ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0147 ***********************************************************************
 KO0147  DESIGNATION -  H 105
 KO0147  PID         -  KO0147
 KO0147  STATE/COUNTY-  UT/MILLARD
 KO0147  COUNTRY     -  US
 KO0147  USGS QUAD   -  SCIPIO LAKE (2017)
 KO0147
 KO0147                         *CURRENT SURVEY CONTROL
 KO0147  ______________________________________________________________________
 KO0147* NAD 83(1986) POSITION- 39 04 42.     (N) 112 02 29.     (W)   SCALED
 KO0147* NAVD 88 ORTHO HEIGHT -  1821.049 (meters)     5974.56  (feet) ADJUSTED
 KO0147  ______________________________________________________________________
 KO0147  GEOID HEIGHT    -        -18.220 (meters)                     GEOID18
 KO0147  DYNAMIC HEIGHT  -       1819.163 (meters)     5968.37  (feet) COMP
 KO0147  MODELED GRAVITY -    979,527.3   (mgal)                       NAVD 88
 KO0147
 KO0147  VERT ORDER      -  SECOND    CLASS 0
 KO0147
 KO0147.The horizontal coordinates were scaled from a map and have
 KO0147.an estimated accuracy of +/- 6 seconds.
 KO0147
 KO0147.The orthometric height was determined by differential leveling and
 KO0147.adjusted by the NATIONAL GEODETIC SURVEY
 KO0147.in June 1991.
 KO0147
 KO0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0147.GEOID18 height accuracy estimate available here.
 KO0147
 KO0147.Click photographs - Photos may exist for this station.
 KO0147
 KO0147.The dynamic height is computed by dividing the NAVD 88
 KO0147.geopotential number by the normal gravity value computed on the
 KO0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0147.degrees latitude (g = 980.6199 gals.).
 KO0147
 KO0147.The modeled gravity was interpolated from observed gravity values.
 KO0147
 KO0147;                    North         East    Units  Estimated Accuracy
 KO0147;SPC UT C     - 2,082,850.      453,150.      MT  (+/- 180 meters Scaled)
 KO0147
 KO0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ099259(NAD 83)
 KO0147
 KO0147                          SUPERSEDED SURVEY CONTROL
 KO0147
 KO0147  NGVD 29 (??/??/92) 1819.838  (m)         5970.59   (f) ADJ UNCH    2 0
 KO0147
 KO0147.Superseded values are not recommended for survey control.
 KO0147
 KO0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0147.See file dsdata.pdf to determine how the superseded data were derived.
 KO0147
 KO0147_MARKER: DB = BENCH MARK DISK
 KO0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0147_STAMPING: 5971 H 105 1931
 KO0147_MARK LOGO: USGS
 KO0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0147+STABILITY: SURFACE MOTION
 KO0147
 KO0147  HISTORY     - Date     Condition        Report By
 KO0147  HISTORY     - 1931     MONUMENTED       USGS
 KO0147  HISTORY     - 1934     GOOD             CGS
 KO0147
 KO0147                          STATION DESCRIPTION
 KO0147
 KO0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0147'12.8 MI SE FROM SCIPIO.
 KO0147'ABOUT 12.8 MILES SOUTHEAST ALONG STATE HIGHWAY 63 FROM THE SCHOOLHOUSE
 KO0147'AT SCIPIO, MILLARD COUNTY, 47 FEET SOUTH OF A T-ROAD LEADING EAST, 45
 KO0147'FEET EAST OF THE CENTER OF A JOG IN THE HIGHWAY, AND IN LINE WITH A
 KO0147'FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5971
 KO0147'H 105 1931 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0294 ***********************************************************************
 LO0294  DESIGNATION -  H 106
 LO0294  PID         -  LO0294
 LO0294  STATE/COUNTY-  UT/SUMMIT
 LO0294  COUNTRY     -  US
 LO0294  USGS QUAD   -  KAMAS (2017)
 LO0294
 LO0294                         *CURRENT SURVEY CONTROL
 LO0294  ______________________________________________________________________
 LO0294* NAD 83(1986) POSITION- 40 40 20.     (N) 111 16 52.     (W)   SCALED
 LO0294* NAVD 88 ORTHO HEIGHT -  1951.963 (meters)     6404.07  (feet) ADJUSTED
 LO0294  ______________________________________________________________________
 LO0294  GEOID HEIGHT    -        -15.098 (meters)                     GEOID18
 LO0294  DYNAMIC HEIGHT  -       1950.126 (meters)     6398.04  (feet) COMP
 LO0294  MODELED GRAVITY -    979,614.3   (mgal)                       NAVD 88
 LO0294
 LO0294  VERT ORDER      -  SECOND    CLASS 0
 LO0294
 LO0294.The horizontal coordinates were scaled from a map and have
 LO0294.an estimated accuracy of +/- 6 seconds.
 LO0294
 LO0294.The orthometric height was determined by differential leveling and
 LO0294.adjusted by the NATIONAL GEODETIC SURVEY
 LO0294.in June 1991.
 LO0294
 LO0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0294.GEOID18 height accuracy estimate available here.
 LO0294
 LO0294.Click photographs - Photos may exist for this station.
 LO0294
 LO0294.The dynamic height is computed by dividing the NAVD 88
 LO0294.geopotential number by the normal gravity value computed on the
 LO0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0294.degrees latitude (g = 980.6199 gals.).
 LO0294
 LO0294.The modeled gravity was interpolated from observed gravity values.
 LO0294
 LO0294;                    North         East    Units  Estimated Accuracy
 LO0294;SPC UT N     - 1,037,660.      518,510.      MT  (+/- 180 meters Scaled)
 LO0294
 LO0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL762024(NAD 83)
 LO0294
 LO0294                          SUPERSEDED SURVEY CONTROL
 LO0294
 LO0294  NGVD 29 (??/??/92) 1950.679  (m)         6399.85   (f) ADJ UNCH    2 0
 LO0294
 LO0294.Superseded values are not recommended for survey control.
 LO0294
 LO0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0294.See file dsdata.pdf to determine how the superseded data were derived.
 LO0294
 LO0294_MARKER: DB = BENCH MARK DISK
 LO0294_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0294_SP_SET: FLOOD GATE
 LO0294_STAMPING: H 106 1962
 LO0294_MARK LOGO: CGS
 LO0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0294+STABILITY: SURFACE MOTION
 LO0294
 LO0294  HISTORY     - Date     Condition        Report By
 LO0294  HISTORY     - 1962     MONUMENTED       CGS
 LO0294
 LO0294                          STATION DESCRIPTION
 LO0294
 LO0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0294'2.0 MI N FROM KAMAS.
 LO0294'2.0 MILES NORTH ALONG U.S. HIGHWAY 189 FROM THE POST OFFICE AT KAMAS,
 LO0294'IN THE TOP AND 0.4 FOOT SOUTH OF THE NORTH END OF THE EAST CONCRETE
 LO0294'HEAD WALL OF AN IRRIGATION FLOOD GATE, 33 FEET WEST OF THE CENTER LINE
 LO0294'OF THE HIGHWAY, 18 FEET SOUTH-SOUTHEAST OF A POWER POLE, 11 FEET EAST
 LO0294'OF A FENCE, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND LEVEL WITH THE
 LO0294'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0143 ***********************************************************************
 KO0143  DESIGNATION -  H 106
 KO0143  PID         -  KO0143
 KO0143  STATE/COUNTY-  UT/MILLARD
 KO0143  COUNTRY     -  US
 KO0143  USGS QUAD   -  SCIPIO LAKE (2017)
 KO0143
 KO0143                         *CURRENT SURVEY CONTROL
 KO0143  ______________________________________________________________________
 KO0143* NAD 83(1986) POSITION- 39 07 19.     (N) 112 03 14.     (W)   SCALED
 KO0143* NAVD 88 ORTHO HEIGHT -  1820.324 (meters)     5972.18  (feet) ADJUSTED
 KO0143  ______________________________________________________________________
 KO0143  GEOID HEIGHT    -        -18.219 (meters)                     GEOID18
 KO0143  DYNAMIC HEIGHT  -       1818.461 (meters)     5966.07  (feet) COMP
 KO0143  MODELED GRAVITY -    979,538.8   (mgal)                       NAVD 88
 KO0143
 KO0143  VERT ORDER      -  SECOND    CLASS 0
 KO0143
 KO0143.The horizontal coordinates were scaled from a map and have
 KO0143.an estimated accuracy of +/- 6 seconds.
 KO0143
 KO0143.The orthometric height was determined by differential leveling and
 KO0143.adjusted by the NATIONAL GEODETIC SURVEY
 KO0143.in June 1991.
 KO0143
 KO0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0143.GEOID18 height accuracy estimate available here.
 KO0143
 KO0143.Click photographs - Photos may exist for this station.
 KO0143
 KO0143.The dynamic height is computed by dividing the NAVD 88
 KO0143.geopotential number by the normal gravity value computed on the
 KO0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0143.degrees latitude (g = 980.6199 gals.).
 KO0143
 KO0143.The modeled gravity was interpolated from observed gravity values.
 KO0143
 KO0143;                    North         East    Units  Estimated Accuracy
 KO0143;SPC UT C     - 2,087,700.      452,100.      MT  (+/- 180 meters Scaled)
 KO0143
 KO0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ088308(NAD 83)
 KO0143
 KO0143                          SUPERSEDED SURVEY CONTROL
 KO0143
 KO0143  NGVD 29 (??/??/92) 1819.121  (m)         5968.23   (f) ADJ UNCH    2 0
 KO0143
 KO0143.Superseded values are not recommended for survey control.
 KO0143
 KO0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0143.See file dsdata.pdf to determine how the superseded data were derived.
 KO0143
 KO0143_MARKER: DB = BENCH MARK DISK
 KO0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0143_STAMPING: 5969 H 106 1931
 KO0143_MARK LOGO: USGS
 KO0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0143+STABILITY: SURFACE MOTION
 KO0143
 KO0143  HISTORY     - Date     Condition        Report By
 KO0143  HISTORY     - 1931     MONUMENTED       USGS
 KO0143  HISTORY     - 1934     GOOD             CGS
 KO0143
 KO0143                          STATION DESCRIPTION
 KO0143
 KO0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0143'9.7 MI SE FROM SCIPIO.
 KO0143'ABOUT 9.7 MILES SOUTHEAST ALONG STATE HIGHWAY 63 FROM THE SCHOOLHOUSE
 KO0143'AT SCIPIO, MILLARD COUNTY, ON THE OUTSIDE OF A CURVE, 36 FEET NORTH OF
 KO0143'THE CENTER OF A ROAD LEADING WEST, 19 FEET EAST OF THE CENTER OF A
 KO0143'ROAD LEADING SOUTH, 13 FEET WEST OF A FENCE, AND 1 FOOT NORTH OF
 KO0143'ANOTHER FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 KO0143'STAMPED 5969 H 106 1931 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0358 ***********************************************************************
 LO0358  DESIGNATION -  H 107
 LO0358  PID         -  LO0358
 LO0358  STATE/COUNTY-  UT/WASATCH
 LO0358  COUNTRY     -  US
 LO0358  USGS QUAD   -  FRANCIS (2017)
 LO0358
 LO0358                         *CURRENT SURVEY CONTROL
 LO0358  ______________________________________________________________________
 LO0358* NAD 83(1986) POSITION- 40 36 14.     (N) 111 20 07.     (W)   SCALED
 LO0358* NAVD 88 ORTHO HEIGHT -  1892.512 (meters)     6209.02  (feet) ADJUSTED
 LO0358  ______________________________________________________________________
 LO0358  GEOID HEIGHT    -        -15.335 (meters)                     GEOID18
 LO0358  DYNAMIC HEIGHT  -       1890.739 (meters)     6203.20  (feet) COMP
 LO0358  MODELED GRAVITY -    979,621.1   (mgal)                       NAVD 88
 LO0358
 LO0358  VERT ORDER      -  SECOND    CLASS 0
 LO0358
 LO0358.The horizontal coordinates were scaled from a map and have
 LO0358.an estimated accuracy of +/- 6 seconds.
 LO0358
 LO0358.The orthometric height was determined by differential leveling and
 LO0358.adjusted by the NATIONAL GEODETIC SURVEY
 LO0358.in June 1991.
 LO0358
 LO0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0358.GEOID18 height accuracy estimate available here.
 LO0358
 LO0358.Click photographs - Photos may exist for this station.
 LO0358
 LO0358.The dynamic height is computed by dividing the NAVD 88
 LO0358.geopotential number by the normal gravity value computed on the
 LO0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0358.degrees latitude (g = 980.6199 gals.).
 LO0358
 LO0358.The modeled gravity was interpolated from observed gravity values.
 LO0358
 LO0358;                    North         East    Units  Estimated Accuracy
 LO0358;SPC UT C     - 2,252,100.      513,940.      MT  (+/- 180 meters Scaled)
 LO0358
 LO0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK716948(NAD 83)
 LO0358
 LO0358                          SUPERSEDED SURVEY CONTROL
 LO0358
 LO0358  NGVD 29 (??/??/92) 1891.253  (m)         6204.89   (f) ADJ UNCH    2 0
 LO0358
 LO0358.Superseded values are not recommended for survey control.
 LO0358
 LO0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0358.See file dsdata.pdf to determine how the superseded data were derived.
 LO0358
 LO0358_MARKER: DB = BENCH MARK DISK
 LO0358_SETTING: 66 = SET IN ROCK OUTCROP
 LO0358_STAMPING: H 107 1962
 LO0358_MARK LOGO: CGS
 LO0358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0358+STABILITY: POSITION/ELEVATION WELL
 LO0358
 LO0358  HISTORY     - Date     Condition        Report By
 LO0358  HISTORY     - 1962     MONUMENTED       CGS
 LO0358
 LO0358                          STATION DESCRIPTION
 LO0358
 LO0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0358'3.2 MI W FROM FRANCIS.
 LO0358'3.2 MILES WEST ALONG U.S. HIGHWAY 189 ALTERNATE FROM THE JUNCTION OF
 LO0358'STATE HIGHWAY 35 AT FRANCIS, SET VERTICALLY IN THE SOUTH-SOUTHWEST
 LO0358'FACE OF A MASSIVE OUTCROP, 21 FEET NORTH-NORTHEAST OF THE CENTER LINE
 LO0358'OF THE HIGHWAY, ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY, AND 4.4 FEET
 LO0358'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0138 ***********************************************************************
 KO0138  DESIGNATION -  H 107
 KO0138  PID         -  KO0138
 KO0138  STATE/COUNTY-  UT/MILLARD
 KO0138  COUNTRY     -  US
 KO0138  USGS QUAD   -  SCIPIO SOUTH (2017)
 KO0138
 KO0138                         *CURRENT SURVEY CONTROL
 KO0138  ______________________________________________________________________
 KO0138* NAD 83(1986) POSITION- 39 09 23.     (N) 112 04 09.     (W)   SCALED
 KO0138* NAVD 88 ORTHO HEIGHT -  1765.367 (meters)     5791.87  (feet) ADJUSTED
 KO0138  ______________________________________________________________________
 KO0138  GEOID HEIGHT    -        -18.206 (meters)                     GEOID18
 KO0138  DYNAMIC HEIGHT  -       1763.579 (meters)     5786.01  (feet) COMP
 KO0138  MODELED GRAVITY -    979,551.7   (mgal)                       NAVD 88
 KO0138
 KO0138  VERT ORDER      -  SECOND    CLASS 0
 KO0138
 KO0138.The horizontal coordinates were scaled from a map and have
 KO0138.an estimated accuracy of +/- 6 seconds.
 KO0138
 KO0138.The orthometric height was determined by differential leveling and
 KO0138.adjusted by the NATIONAL GEODETIC SURVEY
 KO0138.in June 1991.
 KO0138
 KO0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0138.GEOID18 height accuracy estimate available here.
 KO0138
 KO0138.Click photographs - Photos may exist for this station.
 KO0138
 KO0138.The dynamic height is computed by dividing the NAVD 88
 KO0138.geopotential number by the normal gravity value computed on the
 KO0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0138.degrees latitude (g = 980.6199 gals.).
 KO0138
 KO0138.The modeled gravity was interpolated from observed gravity values.
 KO0138
 KO0138;                    North         East    Units  Estimated Accuracy
 KO0138;SPC UT C     - 2,091,530.      450,810.      MT  (+/- 180 meters Scaled)
 KO0138
 KO0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ076346(NAD 83)
 KO0138
 KO0138                          SUPERSEDED SURVEY CONTROL
 KO0138
 KO0138  NGVD 29 (??/??/92) 1764.177  (m)         5787.97   (f) ADJ UNCH    2 0
 KO0138
 KO0138.Superseded values are not recommended for survey control.
 KO0138
 KO0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0138.See file dsdata.pdf to determine how the superseded data were derived.
 KO0138
 KO0138_MARKER: DB = BENCH MARK DISK
 KO0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0138_STAMPING: 5788 H 107 1931
 KO0138_MARK LOGO: USGS
 KO0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0138+STABILITY: SURFACE MOTION
 KO0138
 KO0138  HISTORY     - Date     Condition        Report By
 KO0138  HISTORY     - 1931     MONUMENTED       USGS
 KO0138  HISTORY     - 1934     GOOD             CGS
 KO0138
 KO0138                          STATION DESCRIPTION
 KO0138
 KO0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0138'6.9 MI SE FROM SCIPIO.
 KO0138'ABOUT 6.9 MILES SOUTHEAST ALONG STATE HIGHWAY 63 FROM THE SCHOOLHOUSE
 KO0138'AT SCIPIO, MILLARD COUNTY, AT THE TOP OF A GRADE, 21 FEET SOUTH OF A
 KO0138'WOOD ROAD LEADING NORTHWEST, AND 24 FEET SOUTHWEST OF THE CENTER LINE
 KO0138'OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 KO0138'STAMPED 5788 H 107 1931 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0134 ***********************************************************************
 KO0134  DESIGNATION -  H 108
 KO0134  PID         -  KO0134
 KO0134  STATE/COUNTY-  UT/MILLARD
 KO0134  COUNTRY     -  US
 KO0134  USGS QUAD   -  SCIPIO SOUTH (2017)
 KO0134
 KO0134                         *CURRENT SURVEY CONTROL
 KO0134  ______________________________________________________________________
 KO0134* NAD 83(1986) POSITION- 39 11 47.31   (N) 112 05 21.75   (W)   HD_HELD1
 KO0134* NAVD 88 ORTHO HEIGHT -  1675.705 (meters)     5497.71  (feet) ADJUSTED
 KO0134  ______________________________________________________________________
 KO0134  GEOID HEIGHT    -        -18.210 (meters)                     GEOID18
 KO0134  DYNAMIC HEIGHT  -       1674.049 (meters)     5492.28  (feet) COMP
 KO0134  MODELED GRAVITY -    979,579.4   (mgal)                       NAVD 88
 KO0134
 KO0134  VERT ORDER      -  SECOND    CLASS 0
 KO0134
 KO0134.The horizontal coordinates were determined by differentially corrected
 KO0134.hand held GPS observations or other comparable positioning techniques
 KO0134.and have an estimated accuracy of +/- 3 meters.
 KO0134
 KO0134.The orthometric height was determined by differential leveling and
 KO0134.adjusted by the NATIONAL GEODETIC SURVEY
 KO0134.in June 1991.
 KO0134
 KO0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0134.GEOID18 height accuracy estimate available here.
 KO0134
 KO0134.Click photographs - Photos may exist for this station.
 KO0134
 KO0134.The dynamic height is computed by dividing the NAVD 88
 KO0134.geopotential number by the normal gravity value computed on the
 KO0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0134.degrees latitude (g = 980.6199 gals.).
 KO0134
 KO0134.The modeled gravity was interpolated from observed gravity values.
 KO0134
 KO0134;                    North         East    Units  Estimated Accuracy
 KO0134;SPC UT C     - 2,095,993.7     449,088.4     MT  (+/- 3 meters HH1 GPS) 
 KO0134
 KO0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ0592939145(NAD 83)
 KO0134
 KO0134                          SUPERSEDED SURVEY CONTROL
 KO0134
 KO0134  NGVD 29 (??/??/92) 1674.547  (m)         5493.91   (f) ADJ UNCH    2 0
 KO0134
 KO0134.Superseded values are not recommended for survey control.
 KO0134
 KO0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0134.See file dsdata.pdf to determine how the superseded data were derived.
 KO0134
 KO0134_MARKER: DB = BENCH MARK DISK
 KO0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0134_STAMPING: 5494 H 108 1931
 KO0134_MARK LOGO: USGS
 KO0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0134+STABILITY: SURFACE MOTION
 KO0134
 KO0134  HISTORY     - Date     Condition        Report By
 KO0134  HISTORY     - 1931     MONUMENTED       USGS
 KO0134  HISTORY     - 1934     GOOD             CGS
 KO0134
 KO0134                          STATION DESCRIPTION
 KO0134
 KO0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0134'3.7 MI SE FROM SCIPIO.
 KO0134'ABOUT 3.7 MILES SOUTHEAST ALONG STATE HIGHWAY 63 FROM THE SCHOOLHOUSE
 KO0134'AT SCIPIO, MILLARD COUNTY, AT THE TOP OF A GRADE, 20 FEET WEST OF A
 KO0134'STANDPIPE, 30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND 2 FEET
 KO0134'NORTH OF A FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 KO0134'STAMPED 5494 H 108 1931 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0129 ***********************************************************************
 KO0129  DESIGNATION -  H 109
 KO0129  PID         -  KO0129
 KO0129  STATE/COUNTY-  UT/MILLARD
 KO0129  COUNTRY     -  US
 KO0129  USGS QUAD   -  SCIPIO SOUTH (2017)
 KO0129
 KO0129                         *CURRENT SURVEY CONTROL
 KO0129  ______________________________________________________________________
 KO0129* NAD 83(1986) POSITION- 39 14 42.66   (N) 112 06 14.67   (W)   HD_HELD1
 KO0129* NAVD 88 ORTHO HEIGHT -  1618.163 (meters)     5308.92  (feet) ADJUSTED
 KO0129  ______________________________________________________________________
 KO0129  GEOID HEIGHT    -        -18.227 (meters)                     GEOID18
 KO0129  DYNAMIC HEIGHT  -       1616.583 (meters)     5303.74  (feet) COMP
 KO0129  MODELED GRAVITY -    979,593.5   (mgal)                       NAVD 88
 KO0129
 KO0129  VERT ORDER      -  SECOND    CLASS 0
 KO0129
 KO0129.The horizontal coordinates were determined by differentially corrected
 KO0129.hand held GPS observations or other comparable positioning techniques
 KO0129.and have an estimated accuracy of +/- 3 meters.
 KO0129
 KO0129.The orthometric height was determined by differential leveling and
 KO0129.adjusted by the NATIONAL GEODETIC SURVEY
 KO0129.in June 1991.
 KO0129
 KO0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0129.GEOID18 height accuracy estimate available here.
 KO0129
 KO0129.Click photographs - Photos may exist for this station.
 KO0129
 KO0129.The dynamic height is computed by dividing the NAVD 88
 KO0129.geopotential number by the normal gravity value computed on the
 KO0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0129.degrees latitude (g = 980.6199 gals.).
 KO0129
 KO0129.The modeled gravity was interpolated from observed gravity values.
 KO0129
 KO0129;                    North         East    Units  Estimated Accuracy
 KO0129;SPC UT C     - 2,101,409.4     447,855.2     MT  (+/- 3 meters HH1 GPS) 
 KO0129
 KO0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ0472544566(NAD 83)
 KO0129
 KO0129                          SUPERSEDED SURVEY CONTROL
 KO0129
 KO0129  NGVD 29 (??/??/92) 1617.015  (m)         5305.16   (f) ADJ UNCH    2 0
 KO0129
 KO0129.Superseded values are not recommended for survey control.
 KO0129
 KO0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0129.See file dsdata.pdf to determine how the superseded data were derived.
 KO0129
 KO0129_MARKER: DB = BENCH MARK DISK
 KO0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0129_STAMPING: 5306 H 109 1931
 KO0129_MARK LOGO: USGS
 KO0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0129+STABILITY: SURFACE MOTION
 KO0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0129+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2012
 KO0129
 KO0129  HISTORY     - Date     Condition        Report By
 KO0129  HISTORY     - 1931     MONUMENTED       USGS
 KO0129  HISTORY     - 1934     GOOD             CGS
 KO0129  HISTORY     - 20050324 GOOD             GEOCAC
 KO0129  HISTORY     - 20120113 GOOD             GEOCAC
 KO0129
 KO0129                          STATION DESCRIPTION
 KO0129
 KO0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0129'IN SCIPIO.
 KO0129'AT SCIPIO, MILLARD COUNTY, AT THE SCHOOLHOUSE, AT THE SOUTHEAST CORNER
 KO0129'OF THE SCHOOL GROUNDS, AT THE NORTHWEST CORNER OF THE ANGLE IN THE
 KO0129'SALT LAKE HIGHWAY, 49 FEET NORTH OF THE CENTER LINE OF THE
 KO0129'EAST-AND-WEST ROAD, ABOUT 50 FEET WEST OF THE NORTH-AND-SOUTH ROAD, 2
 KO0129'FEET WEST OF A FENCE, AND 1.5 FEET NORTH OF ANOTHER FENCE.  A UNITED
 KO0129'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5306 H 109 1931 AND
 KO0129'SET IN THE TOP OF A CONCRETE POST.
 KO0129
 KO0129                          STATION RECOVERY (2005)
 KO0129
 KO0129'RECOVERY NOTE BY GEOCACHING 2005 (RIM)
 KO0129'FOUND IT IN GOOD CONDITION, THE SCHOOLHOUSE IS NO LONGER THERE, IT WAS
 KO0129'TORN DOWN A FEW YEARS AGO.
 KO0129
 KO0129                          STATION RECOVERY (2012)
 KO0129
 KO0129'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 KO0129'THE DESCRIPTION IS COMPLETELY OUTDATED. THERE IS NO SCHOOLHOUSE AND
 KO0129'THE SCHOOLGROUNDS ARE NOW A PARK. THE SALT LAKE HIGHWAY IS NOW STATE
 KO0129'STREET (US HIGHWAY 50) AND THERE IS NO ANGLE IN THE HIGHWAY. THE
 KO0129'EAST-AND-WEST ROAD IS CENTER STREET. THE DISTANCES TO THE ROADS ARE NO
 KO0129'LONGER ACCURATE. THERE ARE NO FENCES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0136 ***********************************************************************
 HO0136  DESIGNATION -  H 11
 HO0136  PID         -  HO0136
 HO0136  STATE/COUNTY-  UT/KANE
 HO0136  COUNTRY     -  US
 HO0136  USGS QUAD   -  MOUNT CARMEL (2017)
 HO0136
 HO0136                         *CURRENT SURVEY CONTROL
 HO0136  ______________________________________________________________________
 HO0136* NAD 83(1986) POSITION- 37 13 26.     (N) 112 40 53.     (W)   SCALED
 HO0136* NAVD 88 ORTHO HEIGHT -  1585.013 (meters)     5200.16  (feet) ADJUSTED
 HO0136  ______________________________________________________________________
 HO0136  GEOID HEIGHT    -        -21.839 (meters)                     GEOID18
 HO0136  DYNAMIC HEIGHT  -       1583.165 (meters)     5194.10  (feet) COMP
 HO0136  MODELED GRAVITY -    979,409.5   (mgal)                       NAVD 88
 HO0136
 HO0136  VERT ORDER      -  FIRST     CLASS II
 HO0136
 HO0136.The horizontal coordinates were scaled from a map and have
 HO0136.an estimated accuracy of +/- 6 seconds.
 HO0136
 HO0136.The orthometric height was determined by differential leveling and
 HO0136.adjusted by the NATIONAL GEODETIC SURVEY
 HO0136.in April 2014.
 HO0136
 HO0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0136.GEOID18 height accuracy estimate available here.
 HO0136
 HO0136.Click photographs - Photos may exist for this station.
 HO0136
 HO0136.The dynamic height is computed by dividing the NAVD 88
 HO0136.geopotential number by the normal gravity value computed on the
 HO0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0136.degrees latitude (g = 980.6199 gals.).
 HO0136
 HO0136.The modeled gravity was interpolated from observed gravity values.
 HO0136
 HO0136;                    North         East    Units  Estimated Accuracy
 HO0136;SPC UT S     - 3,062,510.      395,160.      MT  (+/- 180 meters Scaled)
 HO0136
 HO0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG508210(NAD 83)
 HO0136
 HO0136                          SUPERSEDED SURVEY CONTROL
 HO0136
 HO0136  NAVD 88 (??/??/92) 1585.031  (m)         5200.22   (f) SUPERSEDED  3 0
 HO0136  NGVD 29 (??/??/92) 1584.01   (m)         5196.9    (f) COMPUTED    1 2
 HO0136
 HO0136.Superseded values are not recommended for survey control.
 HO0136
 HO0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0136.See file dsdata.pdf to determine how the superseded data were derived.
 HO0136
 HO0136_MARKER: DD = SURVEY DISK
 HO0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0136_STAMPING: H 11 1931 5197
 HO0136_MARK LOGO: USGS
 HO0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0136+STABILITY: SURFACE MOTION
 HO0136
 HO0136  HISTORY     - Date     Condition        Report By
 HO0136  HISTORY     - 1931     MONUMENTED       USGS
 HO0136  HISTORY     - 1983     MARK NOT FOUND   NGS
 HO0136
 HO0136                          STATION DESCRIPTION
 HO0136
 HO0136'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HO0136'17.2 MI NW FROM KANAB.
 HO0136'17.2 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM KANAB, KANE COUNTY, AT
 HO0136'MOUNT CARMEL JUNCTION, AT THE WESTERN POINT OF THE TRIANGLE AT THE
 HO0136'JUNCTION OF STATE HIGHWAY 15, 15 FEET SOUTH OF THE CENTERLINE OF STATE
 HO0136'HIGHWAY 15, AND 3 FEET WEST OF A MILEAGE POST.  A UNITED STATES
 HO0136'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 11 1931 5197 AND SET IN THE
 HO0136'TOP OF A CONCRETE POST.
 HO0136
 HO0136                          STATION RECOVERY (1983)
 HO0136
 HO0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0136'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0002 ***********************************************************************
 JN0002  DESIGNATION -  H 11
 JN0002  PID         -  JN0002
 JN0002  STATE/COUNTY-  UT/EMERY
 JN0002  COUNTRY     -  US
 JN0002  USGS QUAD   -  GREEN RIVER (2017)
 JN0002
 JN0002                         *CURRENT SURVEY CONTROL
 JN0002  ______________________________________________________________________
 JN0002* NAD 83(1986) POSITION- 38 57 40.2    (N) 110 11 48.2    (W)   HD_HELD2
 JN0002* NAVD 88 ORTHO HEIGHT -  1300.038 (meters)     4265.21  (feet) ADJUSTED
 JN0002  ______________________________________________________________________
 JN0002  GEOID HEIGHT    -        -20.157 (meters)                     GEOID18
 JN0002  DYNAMIC HEIGHT  -       1298.780 (meters)     4261.08  (feet) COMP
 JN0002  MODELED GRAVITY -    979,615.8   (mgal)                       NAVD 88
 JN0002
 JN0002  VERT ORDER      -  FIRST     CLASS II
 JN0002
 JN0002.The horizontal coordinates were established by autonomous hand held GPS
 JN0002.observations and have an estimated accuracy of +/- 10 meters.
 JN0002
 JN0002.The orthometric height was determined by differential leveling and
 JN0002.adjusted by the NATIONAL GEODETIC SURVEY
 JN0002.in June 1991.
 JN0002
 JN0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0002.GEOID18 height accuracy estimate available here.
 JN0002
 JN0002.Click photographs - Photos may exist for this station.
 JN0002
 JN0002.The dynamic height is computed by dividing the NAVD 88
 JN0002.geopotential number by the normal gravity value computed on the
 JN0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0002.degrees latitude (g = 980.6199 gals.).
 JN0002
 JN0002.The modeled gravity was interpolated from observed gravity values.
 JN0002
 JN0002;                    North         East    Units  Estimated Accuracy
 JN0002;SPC UT C     - 2,070,526.      612,958.      MT  (+/- 10 meters HH2 GPS)
 JN0002
 JN0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ6959512773(NAD 83)
 JN0002
 JN0002                          SUPERSEDED SURVEY CONTROL
 JN0002
 JN0002  NGVD 29 (??/??/92) 1299.058  (m)         4261.99   (f) ADJ UNCH    1 2
 JN0002
 JN0002.Superseded values are not recommended for survey control.
 JN0002
 JN0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0002.See file dsdata.pdf to determine how the superseded data were derived.
 JN0002
 JN0002_MARKER: DB = BENCH MARK DISK
 JN0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0002_STAMPING: ELEV 4261.993 FT H 11 1921
 JN0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0002+STABILITY: SURFACE MOTION
 JN0002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0002+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2009
 JN0002
 JN0002  HISTORY     - Date     Condition        Report By
 JN0002  HISTORY     - 1921     MONUMENTED       CGS
 JN0002  HISTORY     - 1934     GOOD             CGS
 JN0002  HISTORY     - 20091023 GOOD             GEOCAC
 JN0002
 JN0002                          STATION DESCRIPTION
 JN0002
 JN0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0002'2.75 MI SW FROM GREEN RIVER.
 JN0002'2-3/4 MILES SOUTHWEST OF GREEN RIVER, EMERY COUNTY, 350 YARDS
 JN0002'NORTHWEST OF THE HANKSVILLE ROAD, 200 FEET EAST OF A SMALL ROCK RIDGE
 JN0002'BEARING SOUTH, AND 24 FEET SOUTHEAST OF THE OLD ROAD.  A STANDARD
 JN0002'DISK, STAMPED ELEV 4261.993 FT H 11 1921 AND SET IN THE TOP OF A
 JN0002'CONCRETE POST.
 JN0002
 JN0002                          STATION RECOVERY (2009)
 JN0002
 JN0002'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JN0002'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0125 ***********************************************************************
 KO0125  DESIGNATION -  H 110
 KO0125  PID         -  KO0125
 KO0125  STATE/COUNTY-  UT/MILLARD
 KO0125  COUNTRY     -  US
 KO0125  USGS QUAD   -  SCIPIO PASS (2017)
 KO0125
 KO0125                         *CURRENT SURVEY CONTROL
 KO0125  ______________________________________________________________________
 KO0125* NAD 83(1986) POSITION- 39 13 25.     (N) 112 09 05.     (W)   SCALED
 KO0125* NAVD 88 ORTHO HEIGHT -  1692.572 (meters)     5553.05  (feet) ADJUSTED
 KO0125  ______________________________________________________________________
 KO0125  GEOID HEIGHT    -        -18.240 (meters)                     GEOID18
 KO0125  DYNAMIC HEIGHT  -       1690.892 (meters)     5547.53  (feet) COMP
 KO0125  MODELED GRAVITY -    979,574.6   (mgal)                       NAVD 88
 KO0125
 KO0125  VERT ORDER      -  SECOND    CLASS 0
 KO0125
 KO0125.The horizontal coordinates were scaled from a map and have
 KO0125.an estimated accuracy of +/- 6 seconds.
 KO0125
 KO0125.The orthometric height was determined by differential leveling and
 KO0125.adjusted by the NATIONAL GEODETIC SURVEY
 KO0125.in June 1991.
 KO0125
 KO0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0125.GEOID18 height accuracy estimate available here.
 KO0125
 KO0125.Click photographs - Photos may exist for this station.
 KO0125
 KO0125.The dynamic height is computed by dividing the NAVD 88
 KO0125.geopotential number by the normal gravity value computed on the
 KO0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0125.degrees latitude (g = 980.6199 gals.).
 KO0125
 KO0125.The modeled gravity was interpolated from observed gravity values.
 KO0125
 KO0125;                    North         East    Units  Estimated Accuracy
 KO0125;SPC UT C     - 2,099,040.      443,750.      MT  (+/- 180 meters Scaled)
 KO0125
 KO0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ006422(NAD 83)
 KO0125
 KO0125                          SUPERSEDED SURVEY CONTROL
 KO0125
 KO0125  NGVD 29 (??/??/92) 1691.400  (m)         5549.20   (f) ADJ UNCH    2 0
 KO0125
 KO0125.Superseded values are not recommended for survey control.
 KO0125
 KO0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0125.See file dsdata.pdf to determine how the superseded data were derived.
 KO0125
 KO0125_MARKER: DB = BENCH MARK DISK
 KO0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0125_STAMPING: 5550 H 110 1931
 KO0125_MARK LOGO: USGS
 KO0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0125+STABILITY: SURFACE MOTION
 KO0125
 KO0125  HISTORY     - Date     Condition        Report By
 KO0125  HISTORY     - 1931     MONUMENTED       USGS
 KO0125  HISTORY     - 1934     GOOD             CGS
 KO0125
 KO0125                          STATION DESCRIPTION
 KO0125
 KO0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0125'3.1 MI SW FROM SCIPIO.
 KO0125'ABOUT 3.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE SCHOOLHOUSE
 KO0125'AT SCIPIO, MILLARD COUNTY, AT AN ANGLE IN THE HIGHWAY, AND ABOUT 45
 KO0125'FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES
 KO0125'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5550 H 110 1931 AND SET IN
 KO0125'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0123 ***********************************************************************
 KO0123  DESIGNATION -  H 111
 KO0123  PID         -  KO0123
 KO0123  STATE/COUNTY-  UT/MILLARD
 KO0123  COUNTRY     -  US
 KO0123  USGS QUAD   -  SCIPIO PASS (2017)
 KO0123
 KO0123                         *CURRENT SURVEY CONTROL
 KO0123  ______________________________________________________________________
 KO0123* NAD 83(1986) POSITION- 39 12 16.     (N) 112 10 13.     (W)   SCALED
 KO0123* NAVD 88 ORTHO HEIGHT -  1829.851 (meters)     6003.44  (feet) ADJUSTED
 KO0123  ______________________________________________________________________
 KO0123  GEOID HEIGHT    -        -18.237 (meters)                     GEOID18
 KO0123  DYNAMIC HEIGHT  -       1828.025 (meters)     5997.45  (feet) COMP
 KO0123  MODELED GRAVITY -    979,563.9   (mgal)                       NAVD 88
 KO0123
 KO0123  VERT ORDER      -  SECOND    CLASS 0
 KO0123
 KO0123.The horizontal coordinates were scaled from a map and have
 KO0123.an estimated accuracy of +/- 6 seconds.
 KO0123
 KO0123.The orthometric height was determined by differential leveling and
 KO0123.adjusted by the NATIONAL GEODETIC SURVEY
 KO0123.in June 1991.
 KO0123
 KO0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0123.GEOID18 height accuracy estimate available here.
 KO0123
 KO0123.Click photographs - Photos may exist for this station.
 KO0123
 KO0123.The dynamic height is computed by dividing the NAVD 88
 KO0123.geopotential number by the normal gravity value computed on the
 KO0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0123.degrees latitude (g = 980.6199 gals.).
 KO0123
 KO0123.The modeled gravity was interpolated from observed gravity values.
 KO0123
 KO0123;                    North         East    Units  Estimated Accuracy
 KO0123;SPC UT C     - 2,096,930.      442,110.      MT  (+/- 180 meters Scaled)
 KO0123
 KO0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ989401(NAD 83)
 KO0123
 KO0123                          SUPERSEDED SURVEY CONTROL
 KO0123
 KO0123  NGVD 29 (??/??/92) 1828.678  (m)         5999.59   (f) ADJ UNCH    2 0
 KO0123
 KO0123.Superseded values are not recommended for survey control.
 KO0123
 KO0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0123.See file dsdata.pdf to determine how the superseded data were derived.
 KO0123
 KO0123_MARKER: DB = BENCH MARK DISK
 KO0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0123_STAMPING: 6000 H 111 1931
 KO0123_MARK LOGO: USGS
 KO0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0123+STABILITY: SURFACE MOTION
 KO0123
 KO0123  HISTORY     - Date     Condition        Report By
 KO0123  HISTORY     - 1931     MONUMENTED       USGS
 KO0123  HISTORY     - 1934     GOOD             CGS
 KO0123
 KO0123                          STATION DESCRIPTION
 KO0123
 KO0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0123'4.8 MI SW FROM SCIPIO.
 KO0123'ABOUT 4.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE SCHOOLHOUSE
 KO0123'AT SCIPIO, MILLARD COUNTY, AT SUMMIT, AND 49 FEET NORTHWEST OF THE
 KO0123'CENTER LINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 KO0123'STANDARD DISK, STAMPED 6000 H 111 1931 AND SET IN THE TOP OF A
 KO0123'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0025 ***********************************************************************
 JN0025  DESIGNATION -  H 111
 JN0025  PID         -  JN0025
 JN0025  STATE/COUNTY-  UT/WAYNE
 JN0025  COUNTRY     -  US
 JN0025  USGS QUAD   -  HANKSVILLE (2017)
 JN0025
 JN0025                         *CURRENT SURVEY CONTROL
 JN0025  ______________________________________________________________________
 JN0025* NAD 83(1986) POSITION- 38 22 24.5    (N) 110 44 51.8    (W)   HD_HELD2
 JN0025* NAVD 88 ORTHO HEIGHT -  1319.868 (meters)     4330.27  (feet) ADJUSTED
 JN0025  ______________________________________________________________________
 JN0025  GEOID HEIGHT    -        -20.273 (meters)                     GEOID18
 JN0025  DYNAMIC HEIGHT  -       1318.526 (meters)     4325.86  (feet) COMP
 JN0025  MODELED GRAVITY -    979,566.6   (mgal)                       NAVD 88
 JN0025
 JN0025  VERT ORDER      -  FIRST     CLASS II
 JN0025
 JN0025.The horizontal coordinates were established by autonomous hand held GPS
 JN0025.observations and have an estimated accuracy of +/- 10 meters.
 JN0025
 JN0025.The orthometric height was determined by differential leveling and
 JN0025.adjusted by the NATIONAL GEODETIC SURVEY
 JN0025.in June 1991.
 JN0025
 JN0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0025.GEOID18 height accuracy estimate available here.
 JN0025
 JN0025.Click photographs - Photos may exist for this station.
 JN0025
 JN0025.The dynamic height is computed by dividing the NAVD 88
 JN0025.geopotential number by the normal gravity value computed on the
 JN0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0025.degrees latitude (g = 980.6199 gals.).
 JN0025
 JN0025.The modeled gravity was interpolated from observed gravity values.
 JN0025
 JN0025;                    North         East    Units  Estimated Accuracy
 JN0025;SPC UT S     - 3,189,698.      565,737.      MT  (+/- 10 meters HH2 GPS)
 JN0025
 JN0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH2203647283(NAD 83)
 JN0025
 JN0025                          SUPERSEDED SURVEY CONTROL
 JN0025
 JN0025  NGVD 29 (??/??/92) 1318.836  (m)         4326.88   (f) ADJ UNCH    1 2
 JN0025
 JN0025.Superseded values are not recommended for survey control.
 JN0025
 JN0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0025.See file dsdata.pdf to determine how the superseded data were derived.
 JN0025
 JN0025_MARKER: DB = BENCH MARK DISK
 JN0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0025_STAMPING: H 111 1958
 JN0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0025+STABILITY: SURFACE MOTION
 JN0025
 JN0025  HISTORY     - Date     Condition        Report By
 JN0025  HISTORY     - 1958     MONUMENTED       CGS
 JN0025  HISTORY     - 20091228 GOOD             GEOCAC
 JN0025
 JN0025                          STATION DESCRIPTION
 JN0025
 JN0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0025'2.55 MI W FROM HANKSVILLE.
 JN0025'2.55 MILES WEST ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0025'HANKSVILLE, IN R11E T28S S17, 100 FEET WEST OF THE CENTER OF A
 JN0025'TRIANGLE FORMED BY THE Y JUNCTION OF A GRAVEL ROAD NORTHEAST, 54 FEET
 JN0025'NORTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET NORTHWEST OF THE
 JN0025'CENTER LINE OF THE ROAD, 2.8 FEET SOUTH OF A WITNESS POST, LEVEL WITH
 JN0025'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 JN0025'ABOVE THE GROUND.
 JN0025
 JN0025                          STATION RECOVERY (2009)
 JN0025
 JN0025'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JN0025'STATION IS ALONG THE OLD ROADWAY, ABOUT 300 YARDS WEST NORTHWEST ALONG
 JN0025'A DIRT ACCESS ROAD FROM UTAH 24.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0120 ***********************************************************************
 KO0120  DESIGNATION -  H 112
 KO0120  PID         -  KO0120
 KO0120  STATE/COUNTY-  UT/MILLARD
 KO0120  COUNTRY     -  US
 KO0120  USGS QUAD   -  SCIPIO PASS (2017)
 KO0120
 KO0120                         *CURRENT SURVEY CONTROL
 KO0120  ______________________________________________________________________
 KO0120* NAD 83(1986) POSITION- 39 10 29.     (N) 112 12 26.     (W)   SCALED
 KO0120* NAVD 88 ORTHO HEIGHT -  1696.918 (meters)     5567.31  (feet) ADJUSTED
 KO0120  ______________________________________________________________________
 KO0120  GEOID HEIGHT    -        -18.339 (meters)                     GEOID18
 KO0120  DYNAMIC HEIGHT  -       1695.229 (meters)     5561.76  (feet) COMP
 KO0120  MODELED GRAVITY -    979,572.1   (mgal)                       NAVD 88
 KO0120
 KO0120  VERT ORDER      -  SECOND    CLASS 0
 KO0120
 KO0120.The horizontal coordinates were scaled from a map and have
 KO0120.an estimated accuracy of +/- 6 seconds.
 KO0120
 KO0120.The orthometric height was determined by differential leveling and
 KO0120.adjusted by the NATIONAL GEODETIC SURVEY
 KO0120.in June 1991.
 KO0120
 KO0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0120.GEOID18 height accuracy estimate available here.
 KO0120
 KO0120.Click photographs - Photos may exist for this station.
 KO0120
 KO0120.The dynamic height is computed by dividing the NAVD 88
 KO0120.geopotential number by the normal gravity value computed on the
 KO0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0120.degrees latitude (g = 980.6199 gals.).
 KO0120
 KO0120.The modeled gravity was interpolated from observed gravity values.
 KO0120
 KO0120;                    North         East    Units  Estimated Accuracy
 KO0120;SPC UT C     - 2,093,650.      438,890.      MT  (+/- 180 meters Scaled)
 KO0120
 KO0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ957368(NAD 83)
 KO0120
 KO0120                          SUPERSEDED SURVEY CONTROL
 KO0120
 KO0120  NGVD 29 (??/??/92) 1695.747  (m)         5563.46   (f) ADJ UNCH    2 0
 KO0120
 KO0120.Superseded values are not recommended for survey control.
 KO0120
 KO0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0120.See file dsdata.pdf to determine how the superseded data were derived.
 KO0120
 KO0120_MARKER: DB = BENCH MARK DISK
 KO0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0120_STAMPING: 5564 H 112 1931
 KO0120_MARK LOGO: USGS
 KO0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0120+STABILITY: SURFACE MOTION
 KO0120
 KO0120  HISTORY     - Date     Condition        Report By
 KO0120  HISTORY     - 1931     MONUMENTED       USGS
 KO0120  HISTORY     - 1934     GOOD             CGS
 KO0120
 KO0120                          STATION DESCRIPTION
 KO0120
 KO0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0120'6.1 MI NE FROM HOLDEN.
 KO0120'ABOUT 6.1 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE JUNCTION WITH
 KO0120'THE ROAD LEADING WEST TO DELTA AT HOLDEN, MILLARD COUNTY, ABOUT 130
 KO0120'FEET SOUTH OF THE INTERSECTION WITH A DIRT ROAD LEADING SOUTH, 43 FEET
 KO0120'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 36 FEET EAST OF THE DIRT
 KO0120'ROAD, AND 13 FEET SOUTH OF A POLE.  A UNITED STATES GEOLOGICAL SURVEY
 KO0120'STANDARD DISK, STAMPED 5564 H 112 1931 AND SET IN THE TOP OF A
 KO0120'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0108 ***********************************************************************
 JN0108  DESIGNATION -  H 112 RESET
 JN0108  PID         -  JN0108
 JN0108  STATE/COUNTY-  UT/WAYNE
 JN0108  COUNTRY     -  US
 JN0108  USGS QUAD   -  THE NOTCH (2017)
 JN0108
 JN0108                         *CURRENT SURVEY CONTROL
 JN0108  ______________________________________________________________________
 JN0108* NAD 83(1986) POSITION- 38 23 10.     (N) 110 41 48.     (W)   SCALED
 JN0108* NAVD 88 ORTHO HEIGHT -  1303.52  (+/-2cm)     4276.6   (feet) VERTCON3
 JN0108  ______________________________________________________________________
 JN0108  GEOID HEIGHT    -        -20.273 (meters)                     GEOID18
 JN0108  VERT ORDER      -  THIRD (See Below)
 JN0108
 JN0108.The horizontal coordinates were scaled from a map and have
 JN0108.an estimated accuracy of +/- 6 seconds.
 JN0108
 JN0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0108
 JN0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0108.GEOID18 height accuracy estimate available here.
 JN0108
 JN0108.The vertical order pertains to the NGVD 29 superseded value.
 JN0108
 JN0108.Click photographs - Photos may exist for this station.
 JN0108
 JN0108;                    North         East    Units  Estimated Accuracy
 JN0108;SPC UT S     - 3,191,140.      570,190.      MT  (+/- 180 meters Scaled)
 JN0108
 JN0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH264486(NAD 83)
 JN0108
 JN0108                          SUPERSEDED SURVEY CONTROL
 JN0108
 JN0108  NGVD 29 (??/??/??) 1302.49   (m)         4273.3    (f) RESET       3  
 JN0108
 JN0108.Superseded values are not recommended for survey control.
 JN0108
 JN0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0108.See file dsdata.pdf to determine how the superseded data were derived.
 JN0108
 JN0108_MARKER: DD = SURVEY DISK
 JN0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0108_STAMPING: H 112 RESET 1968
 JN0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0108+STABILITY: SURFACE MOTION
 JN0108
 JN0108  HISTORY     - Date     Condition        Report By
 JN0108  HISTORY     - 1968     MONUMENTED       CGS
 JN0108  HISTORY     - 1969     GOOD
 JN0108
 JN0108                          STATION DESCRIPTION
 JN0108
 JN0108'DESCRIBED 1969
 JN0108'1.7 MI NE FROM HANKSVILLE.
 JN0108'1.7 MILES NORTHEAST ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0108'HANKSVILLE, ABOUT 0.45 MILE SOUTH OF A BRIDGE OVER THE FREEMONT RIVER,
 JN0108'25 FEET EAST OF A DITCH BANK, 87 FEET EAST OF THE CENTER LINE OF THE
 JN0108'HIGHWAY, LOCATED IN SECTION 10, T 28 S, R 11 E, SET IN THE TOP OF A
 JN0108'CONCRETE POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0063 ***********************************************************************
 JN0063  DESIGNATION -  H 113
 JN0063  PID         -  JN0063
 JN0063  STATE/COUNTY-  UT/GARFIELD
 JN0063  COUNTRY     -  US
 JN0063  USGS QUAD   -  TURKEY KNOB (2017)
 JN0063
 JN0063                         *CURRENT SURVEY CONTROL
 JN0063  ______________________________________________________________________
 JN0063* NAD 83(1986) POSITION- 38 05 05.7    (N) 110 37 28.3    (W)   HD_HELD2
 JN0063* NAVD 88 ORTHO HEIGHT -  1533.474 (meters)     5031.07  (feet) ADJUSTED
 JN0063  ______________________________________________________________________
 JN0063  GEOID HEIGHT    -        -20.264 (meters)                     GEOID18
 JN0063  DYNAMIC HEIGHT  -       1531.832 (meters)     5025.69  (feet) COMP
 JN0063  MODELED GRAVITY -    979,504.8   (mgal)                       NAVD 88
 JN0063
 JN0063  VERT ORDER      -  FIRST     CLASS II
 JN0063
 JN0063.The horizontal coordinates were established by autonomous hand held GPS
 JN0063.observations and have an estimated accuracy of +/- 10 meters.
 JN0063
 JN0063.The orthometric height was determined by differential leveling and
 JN0063.adjusted by the NATIONAL GEODETIC SURVEY
 JN0063.in June 1991.
 JN0063
 JN0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0063.GEOID18 height accuracy estimate available here.
 JN0063
 JN0063.Click photographs - Photos may exist for this station.
 JN0063
 JN0063.The dynamic height is computed by dividing the NAVD 88
 JN0063.geopotential number by the normal gravity value computed on the
 JN0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0063.degrees latitude (g = 980.6199 gals.).
 JN0063
 JN0063.The modeled gravity was interpolated from observed gravity values.
 JN0063
 JN0063;                    North         East    Units  Estimated Accuracy
 JN0063;SPC UT S     - 3,157,764.      576,802.      MT  (+/- 10 meters HH2 GPS)
 JN0063
 JN0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH3292715303(NAD 83)
 JN0063
 JN0063                          SUPERSEDED SURVEY CONTROL
 JN0063
 JN0063  NGVD 29 (??/??/92) 1532.422  (m)         5027.62   (f) ADJ UNCH    1 2
 JN0063
 JN0063.Superseded values are not recommended for survey control.
 JN0063
 JN0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0063.See file dsdata.pdf to determine how the superseded data were derived.
 JN0063
 JN0063_MARKER: DB = BENCH MARK DISK
 JN0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0063_STAMPING: H 113 1958
 JN0063_MARK LOGO: CGS
 JN0063_PROJECTION: PROJECTING 13 CENTIMETERS
 JN0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0063+STABILITY: SURFACE MOTION
 JN0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0063+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2020
 JN0063
 JN0063  HISTORY     - Date     Condition        Report By
 JN0063  HISTORY     - 1958     MONUMENTED       CGS
 JN0063  HISTORY     - 20200228 GOOD             INDIV
 JN0063
 JN0063                          STATION DESCRIPTION
 JN0063
 JN0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0063'22.95 MI SE FROM HANKSVILLE.
 JN0063'ABOUT 22.95 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE SCHOOL AT
 JN0063'HANKSVILLE, IN R12E T31S S30, 0.05 MILE SOUTH OF THE CROSSING OF SEEP
 JN0063'WASH, ON THE OUTSIDE OF A CURVE, 67 FEET SOUTHEAST OF THE CENTER LINE
 JN0063'OF THE HIGHWAY, 25 YARDS SOUTH OF THE SOUTH END OF A CUT, 2.3 FEET
 JN0063'SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IN THE
 JN0063'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JN0063
 JN0063                          STATION RECOVERY (2020)
 JN0063
 JN0063'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 JN0063'HEAD SOUTHEAST ON UT 95 S FROM THE JUNCTION WITH UT24 FOR 20.4 MI.
 JN0063'TURN RIGHT ONTO BLM 15210 AND CONTINUE 1.2 MI (1.9 KM), BENCH MARK IS
 JN0063'AT A BEND IN THE ROAD AND BE EAST OF THE ROAD ABOUT 50 FT (15.2 M).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0117 ***********************************************************************
 KO0117  DESIGNATION -  H 113
 KO0117  PID         -  KO0117
 KO0117  STATE/COUNTY-  UT/MILLARD
 KO0117  COUNTRY     -  US
 KO0117  USGS QUAD   -  SCIPIO PASS (2017)
 KO0117
 KO0117                         *CURRENT SURVEY CONTROL
 KO0117  ______________________________________________________________________
 KO0117* NAD 83(1986) POSITION- 39 08 23.     (N) 112 14 31.     (W)   SCALED
 KO0117* NAVD 88 ORTHO HEIGHT -  1609.453 (meters)     5280.35  (feet) ADJUSTED
 KO0117  ______________________________________________________________________
 KO0117  GEOID HEIGHT    -        -18.456 (meters)                     GEOID18
 KO0117  DYNAMIC HEIGHT  -       1607.892 (meters)     5275.23  (feet) COMP
 KO0117  MODELED GRAVITY -    979,600.5   (mgal)                       NAVD 88
 KO0117
 KO0117  VERT ORDER      -  SECOND    CLASS 0
 KO0117
 KO0117.The horizontal coordinates were scaled from a map and have
 KO0117.an estimated accuracy of +/- 6 seconds.
 KO0117
 KO0117.The orthometric height was determined by differential leveling and
 KO0117.adjusted by the NATIONAL GEODETIC SURVEY
 KO0117.in June 1991.
 KO0117
 KO0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0117.GEOID18 height accuracy estimate available here.
 KO0117
 KO0117.Click photographs - Photos may exist for this station.
 KO0117
 KO0117.The dynamic height is computed by dividing the NAVD 88
 KO0117.geopotential number by the normal gravity value computed on the
 KO0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0117.degrees latitude (g = 980.6199 gals.).
 KO0117
 KO0117.The modeled gravity was interpolated from observed gravity values.
 KO0117
 KO0117;                    North         East    Units  Estimated Accuracy
 KO0117;SPC UT C     - 2,089,790.      435,860.      MT  (+/- 180 meters Scaled)
 KO0117
 KO0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ926330(NAD 83)
 KO0117
 KO0117                          SUPERSEDED SURVEY CONTROL
 KO0117
 KO0117  NGVD 29 (??/??/92) 1608.334  (m)         5276.68   (f) ADJ UNCH    2 0
 KO0117
 KO0117.Superseded values are not recommended for survey control.
 KO0117
 KO0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0117.See file dsdata.pdf to determine how the superseded data were derived.
 KO0117
 KO0117_MARKER: DD = SURVEY DISK
 KO0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0117_STAMPING: 5277 H 113 1931
 KO0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0117+STABILITY: SURFACE MOTION
 KO0117
 KO0117  HISTORY     - Date     Condition        Report By
 KO0117  HISTORY     - 1931     MONUMENTED       USGS
 KO0117  HISTORY     - 1934     GOOD             CGS
 KO0117
 KO0117                          STATION DESCRIPTION
 KO0117
 KO0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0117'3.1 MI NE FROM HOLDEN.
 KO0117'ABOUT 3.1 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE JUNCTION WITH
 KO0117'THE ROAD LEADING WEST TO DELTA AT HOLDEN, MILLARD COUNTY, 53 FEET
 KO0117'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, OPPOSITE AN ANGLE IN THE
 KO0117'EAST FENCE, AND 1.5 FEET EAST OF A FENCE.  A UNITED STATES GEOLOGICAL
 KO0117'SURVEY STANDARD DISK, STAMPED 5277 H 113 1931 AND SET IN THE TOP OF A
 KO0117'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0014 ***********************************************************************
 HN0014  DESIGNATION -  H 114
 HN0014  PID         -  HN0014
 HN0014  STATE/COUNTY-  UT/GARFIELD
 HN0014  COUNTRY     -  US
 HN0014  USGS QUAD   -  HITE NORTH (2017)
 HN0014
 HN0014                         *CURRENT SURVEY CONTROL
 HN0014  ______________________________________________________________________
 HN0014* NAD 83(1986) POSITION- 37 53 15.     (N) 110 26 04.     (W)   SCALED
 HN0014* NAVD 88 ORTHO HEIGHT -  1127.254 (meters)     3698.33  (feet) ADJUSTED
 HN0014  ______________________________________________________________________
 HN0014  GEOID HEIGHT    -        -21.041 (meters)                     GEOID18
 HN0014  DYNAMIC HEIGHT  -       1126.095 (meters)     3694.53  (feet) COMP
 HN0014  MODELED GRAVITY -    979,563.7   (mgal)                       NAVD 88
 HN0014
 HN0014  VERT ORDER      -  FIRST     CLASS II
 HN0014
 HN0014.The horizontal coordinates were scaled from a map and have
 HN0014.an estimated accuracy of +/- 6 seconds.
 HN0014
 HN0014.The orthometric height was determined by differential leveling and
 HN0014.adjusted by the NATIONAL GEODETIC SURVEY
 HN0014.in June 1991.
 HN0014
 HN0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0014.GEOID18 height accuracy estimate available here.
 HN0014
 HN0014.Click photographs - Photos may exist for this station.
 HN0014
 HN0014.The dynamic height is computed by dividing the NAVD 88
 HN0014.geopotential number by the normal gravity value computed on the
 HN0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0014.degrees latitude (g = 980.6199 gals.).
 HN0014
 HN0014.The modeled gravity was interpolated from observed gravity values.
 HN0014
 HN0014;                    North         East    Units  Estimated Accuracy
 HN0014;SPC UT S     - 3,136,030.      593,730.      MT  (+/- 180 meters Scaled)
 HN0014
 HN0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG497934(NAD 83)
 HN0014
 HN0014                          SUPERSEDED SURVEY CONTROL
 HN0014
 HN0014  NGVD 29 (??/??/92) 1126.284  (m)         3695.15   (f) ADJ UNCH    1 2
 HN0014
 HN0014.Superseded values are not recommended for survey control.
 HN0014
 HN0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0014.See file dsdata.pdf to determine how the superseded data were derived.
 HN0014
 HN0014_MARKER: DB = BENCH MARK DISK
 HN0014_SETTING: 66 = SET IN ROCK OUTCROP
 HN0014_STAMPING: H 114 1958
 HN0014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0014+STABILITY: POSITION/ELEVATION WELL
 HN0014
 HN0014  HISTORY     - Date     Condition        Report By
 HN0014  HISTORY     - 1958     MONUMENTED       CGS
 HN0014
 HN0014                          STATION DESCRIPTION
 HN0014
 HN0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0014'44.2 MI SE FROM HANKSVILLE.
 HN0014'ABOUT 44.2 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE SCHOOL AT
 HN0014'HANKSVILLE, 100 YARDS NORTH OF A CROSSING OF NORTH WASH, 65 YARDS
 HN0014'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN THE
 HN0014'SOUTHWEST FACE OF A HIGH OVERHANGING SANDSTONE CLIFF, ABOUT 15 FEET
 HN0014'HIGHER THAN THE HIGHWAY, 3.9 FEET SOUTHEAST OF A WITNESS POST AND
 HN0014'ABOUT 4 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0114 ***********************************************************************
 KO0114  DESIGNATION -  H 114
 KO0114  PID         -  KO0114
 KO0114  STATE/COUNTY-  UT/MILLARD
 KO0114  COUNTRY     -  US
 KO0114  USGS QUAD   -  HOLDEN (2017)
 KO0114
 KO0114                         *CURRENT SURVEY CONTROL
 KO0114  ______________________________________________________________________
 KO0114* NAD 83(1986) POSITION- 39 06 37.     (N) 112 16 02.     (W)   SCALED
 KO0114* NAVD 88 ORTHO HEIGHT -  1571.030 (meters)     5154.29  (feet) ADJUSTED
 KO0114  ______________________________________________________________________
 KO0114  GEOID HEIGHT    -        -18.556 (meters)                     GEOID18
 KO0114  DYNAMIC HEIGHT  -       1569.520 (meters)     5149.33  (feet) COMP
 KO0114  MODELED GRAVITY -    979,610.7   (mgal)                       NAVD 88
 KO0114
 KO0114  VERT ORDER      -  SECOND    CLASS 0
 KO0114
 KO0114.The horizontal coordinates were scaled from a map and have
 KO0114.an estimated accuracy of +/- 6 seconds.
 KO0114
 KO0114.The orthometric height was determined by differential leveling and
 KO0114.adjusted by the NATIONAL GEODETIC SURVEY
 KO0114.in June 1991.
 KO0114
 KO0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0114.GEOID18 height accuracy estimate available here.
 KO0114
 KO0114.Click photographs - Photos may exist for this station.
 KO0114
 KO0114.The dynamic height is computed by dividing the NAVD 88
 KO0114.geopotential number by the normal gravity value computed on the
 KO0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0114.degrees latitude (g = 980.6199 gals.).
 KO0114
 KO0114.The modeled gravity was interpolated from observed gravity values.
 KO0114
 KO0114;                    North         East    Units  Estimated Accuracy
 KO0114;SPC UT C     - 2,086,540.      433,640.      MT  (+/- 180 meters Scaled)
 KO0114
 KO0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ904297(NAD 83)
 KO0114
 KO0114                          SUPERSEDED SURVEY CONTROL
 KO0114
 KO0114  NGVD 29 (??/??/92) 1569.930  (m)         5150.68   (f) ADJ UNCH    2 0
 KO0114
 KO0114.Superseded values are not recommended for survey control.
 KO0114
 KO0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0114.See file dsdata.pdf to determine how the superseded data were derived.
 KO0114
 KO0114_MARKER: DD = SURVEY DISK
 KO0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0114_STAMPING: 5151 H 114 1931
 KO0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0114+STABILITY: SURFACE MOTION
 KO0114
 KO0114  HISTORY     - Date     Condition        Report By
 KO0114  HISTORY     - 1931     MONUMENTED       USGS
 KO0114  HISTORY     - 1934     GOOD             CGS
 KO0114  HISTORY     - 20210621 MARK NOT FOUND   NGSTM
 KO0114
 KO0114                          STATION DESCRIPTION
 KO0114
 KO0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0114'0.6 MI NE FROM HOLDEN.
 KO0114'ABOUT 0.6 MILE NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE JUNCTION WITH
 KO0114'THE ROAD LEADING WEST TO DELTA AT HOLDEN, MILLARD COUNTY, 47 FEET
 KO0114'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET NORTH OF A
 KO0114'CUT-OFF ROAD TO DELTA, AND 6 FEET SOUTHWEST OF A POLE.  A UNITED
 KO0114'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5151 H 114 1931 AND
 KO0114'SET IN THE TOP OF A CONCRETE POST.
 KO0114
 KO0114                          STATION RECOVERY (2021)
 KO0114
 KO0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2021 (DW)
 KO0114'THIS WAS ALSO GRAVITY BASE STATION "HOLDEN", HUS 286.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0047 ***********************************************************************
 HN0047  DESIGNATION -  H 115
 HN0047  PID         -  HN0047
 HN0047  STATE/COUNTY-  UT/SAN JUAN
 HN0047  COUNTRY     -  US
 HN0047  USGS QUAD   -  JACOBS CHAIR (2017)
 HN0047
 HN0047                         *CURRENT SURVEY CONTROL
 HN0047  ______________________________________________________________________
 HN0047* NAD 83(1986) POSITION- 37 42 33.     (N) 110 14 30.     (W)   SCALED
 HN0047* NAVD 88 ORTHO HEIGHT -  1473.726 (meters)     4835.05  (feet) ADJUSTED
 HN0047  ______________________________________________________________________
 HN0047  GEOID HEIGHT    -        -20.663 (meters)                     GEOID18
 HN0047  DYNAMIC HEIGHT  -       1472.120 (meters)     4829.78  (feet) COMP
 HN0047  MODELED GRAVITY -    979,489.0   (mgal)                       NAVD 88
 HN0047
 HN0047  VERT ORDER      -  FIRST     CLASS II
 HN0047
 HN0047.The horizontal coordinates were scaled from a map and have
 HN0047.an estimated accuracy of +/- 6 seconds.
 HN0047
 HN0047.The orthometric height was determined by differential leveling and
 HN0047.adjusted by the NATIONAL GEODETIC SURVEY
 HN0047.in June 1991.
 HN0047
 HN0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0047.GEOID18 height accuracy estimate available here.
 HN0047
 HN0047.Click photographs - Photos may exist for this station.
 HN0047
 HN0047.The dynamic height is computed by dividing the NAVD 88
 HN0047.geopotential number by the normal gravity value computed on the
 HN0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0047.degrees latitude (g = 980.6199 gals.).
 HN0047
 HN0047.The modeled gravity was interpolated from observed gravity values.
 HN0047
 HN0047;                    North         East    Units  Estimated Accuracy
 HN0047;SPC UT S     - 3,116,450.      610,950.      MT  (+/- 180 meters Scaled)
 HN0047
 HN0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG668738(NAD 83)
 HN0047
 HN0047                          SUPERSEDED SURVEY CONTROL
 HN0047
 HN0047  NGVD 29 (??/??/92) 1472.731  (m)         4831.79   (f) ADJ UNCH    1 2
 HN0047
 HN0047.Superseded values are not recommended for survey control.
 HN0047
 HN0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0047.See file dsdata.pdf to determine how the superseded data were derived.
 HN0047
 HN0047_MARKER: DB = BENCH MARK DISK
 HN0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HN0047_SP_SET: CULVERT
 HN0047_STAMPING: H 115 1958
 HN0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0047
 HN0047  HISTORY     - Date     Condition        Report By
 HN0047  HISTORY     - 1958     MONUMENTED       CGS
 HN0047
 HN0047                          STATION DESCRIPTION
 HN0047
 HN0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0047'7.2 MI NW FROM FRY CANYON.
 HN0047'ABOUT 7.2 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0047'AT FRY CANYON, AT THE CROSSING OF A LARGE WASH, 180 FEET SOUTHEAST OF
 HN0047'THE CENTER OF THE EAST END OF A 36-INCH PIPE CULVERT, 86 FEET EAST OF
 HN0047'THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A SANDSTONE OUTCROP, 19
 HN0047'FEET WEST OF A CANYON RIM, 3 FEET SOUTH OF A CAIRN AND ABOUT 3 1/2
 HN0047'FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0267 ***********************************************************************
 HM0267  DESIGNATION -  H 116
 HM0267  PID         -  HM0267
 HM0267  STATE/COUNTY-  UT/SAN JUAN
 HM0267  COUNTRY     -  US
 HM0267  USGS QUAD   -  KANE GULCH (2017)
 HM0267
 HM0267                         *CURRENT SURVEY CONTROL
 HM0267  ______________________________________________________________________
 HM0267* NAD 83(1986) POSITION- 37 32 35.     (N) 109 56 50.     (W)   SCALED
 HM0267* NAVD 88 ORTHO HEIGHT -  2021.519 (meters)     6632.27  (feet) ADJUSTED
 HM0267  ______________________________________________________________________
 HM0267  GEOID HEIGHT    -        -19.774 (meters)                     GEOID18
 HM0267  DYNAMIC HEIGHT  -       2019.125 (meters)     6624.41  (feet) COMP
 HM0267  MODELED GRAVITY -    979,372.9   (mgal)                       NAVD 88
 HM0267
 HM0267  VERT ORDER      -  FIRST     CLASS II
 HM0267
 HM0267.The horizontal coordinates were scaled from a map and have
 HM0267.an estimated accuracy of +/- 6 seconds.
 HM0267
 HM0267.The orthometric height was determined by differential leveling and
 HM0267.adjusted by the NATIONAL GEODETIC SURVEY
 HM0267.in June 1991.
 HM0267
 HM0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0267.GEOID18 height accuracy estimate available here.
 HM0267
 HM0267.Click photographs - Photos may exist for this station.
 HM0267
 HM0267.The dynamic height is computed by dividing the NAVD 88
 HM0267.geopotential number by the normal gravity value computed on the
 HM0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0267.degrees latitude (g = 980.6199 gals.).
 HM0267
 HM0267.The modeled gravity was interpolated from observed gravity values.
 HM0267
 HM0267;                    North         East    Units  Estimated Accuracy
 HM0267;SPC UT S     - 3,098,400.      637,210.      MT  (+/- 180 meters Scaled)
 HM0267
 HM0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG930556(NAD 83)
 HM0267
 HM0267                          SUPERSEDED SURVEY CONTROL
 HM0267
 HM0267  NGVD 29 (??/??/92) 2020.428  (m)         6628.69   (f) ADJ UNCH    1 2
 HM0267
 HM0267.Superseded values are not recommended for survey control.
 HM0267
 HM0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0267.See file dsdata.pdf to determine how the superseded data were derived.
 HM0267
 HM0267_MARKER: DB = BENCH MARK DISK
 HM0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0267_STAMPING: H 116 1958
 HM0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0267+STABILITY: SURFACE MOTION
 HM0267
 HM0267  HISTORY     - Date     Condition        Report By
 HM0267  HISTORY     - 1958     MONUMENTED       CGS
 HM0267
 HM0267                          STATION DESCRIPTION
 HM0267
 HM0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HM0267'17.0 MI SE FROM FRY CANYON.
 HM0267'ABOUT 17.0 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HM0267'AT FRY CANYON, 65 YARDS SOUTHWEST OF A JUNCTION OF THE PRESENT HIGHWAY
 HM0267'AND A FORMER ALIGNMENT OF THE HIGHWAY, 55 FEET SOUTHEAST OF THE CENTER
 HM0267'LINE OF THE HIGHWAY, 13 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD
 HM0267'HIGHWAY, 93 FEET WEST OF THE CENTER LINE OF A BLADED DIRT ROAD SOUTH,
 HM0267'2.1 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 HM0267'HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0297 ***********************************************************************
 HM0297  DESIGNATION -  H 117
 HM0297  PID         -  HM0297
 HM0297  STATE/COUNTY-  UT/SAN JUAN
 HM0297  COUNTRY     -  US
 HM0297  USGS QUAD   -  HOTEL ROCK (2017)
 HM0297
 HM0297                         *CURRENT SURVEY CONTROL
 HM0297  ______________________________________________________________________
 HM0297* NAD 83(1986) POSITION- 37 32 21.     (N) 109 40 06.     (W)   SCALED
 HM0297* NAVD 88 ORTHO HEIGHT -  1560.775 (meters)     5120.64  (feet) ADJUSTED
 HM0297  ______________________________________________________________________
 HM0297  GEOID HEIGHT    -        -19.930 (meters)                     GEOID18
 HM0297  DYNAMIC HEIGHT  -       1559.034 (meters)     5114.93  (feet) COMP
 HM0297  MODELED GRAVITY -    979,459.9   (mgal)                       NAVD 88
 HM0297
 HM0297  VERT ORDER      -  FIRST     CLASS II
 HM0297
 HM0297.The horizontal coordinates were scaled from a map and have
 HM0297.an estimated accuracy of +/- 6 seconds.
 HM0297
 HM0297.The orthometric height was determined by differential leveling and
 HM0297.adjusted by the NATIONAL GEODETIC SURVEY
 HM0297.in June 1991.
 HM0297
 HM0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0297.GEOID18 height accuracy estimate available here.
 HM0297
 HM0297.Click photographs - Photos may exist for this station.
 HM0297
 HM0297.The dynamic height is computed by dividing the NAVD 88
 HM0297.geopotential number by the normal gravity value computed on the
 HM0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0297.degrees latitude (g = 980.6199 gals.).
 HM0297
 HM0297.The modeled gravity was interpolated from observed gravity values.
 HM0297
 HM0297;                    North         East    Units  Estimated Accuracy
 HM0297;SPC UT S     - 3,098,420.      661,870.      MT  (+/- 180 meters Scaled)
 HM0297
 HM0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG176555(NAD 83)
 HM0297
 HM0297                          SUPERSEDED SURVEY CONTROL
 HM0297
 HM0297  NGVD 29 (??/??/92) 1559.782  (m)         5117.38   (f) ADJ UNCH    1 2
 HM0297
 HM0297.Superseded values are not recommended for survey control.
 HM0297
 HM0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0297.See file dsdata.pdf to determine how the superseded data were derived.
 HM0297
 HM0297_MARKER: DB = BENCH MARK DISK
 HM0297_SETTING: 66 = SET IN ROCK OUTCROP
 HM0297_STAMPING: H 117 1958
 HM0297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0297+STABILITY: POSITION/ELEVATION WELL
 HM0297
 HM0297  HISTORY     - Date     Condition        Report By
 HM0297  HISTORY     - 1958     MONUMENTED       CGS
 HM0297  HISTORY     - 1959     GOOD             CGS
 HM0297  HISTORY     - 1979     GOOD             USGS
 HM0297  HISTORY     - 1979     GOOD             USGS
 HM0297
 HM0297                          STATION DESCRIPTION
 HM0297
 HM0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0297'18.8 MI SW FROM BLANDING.
 HM0297'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HM0297'BLANDING, THENCE 14.9 MILES WEST ALONG STATE HIGHWAY 95, 0.35 MILE
 HM0297'SOUTHWEST OF THE JUNCTION OF A DRIVEWAY TO A RANCH, ON THE INSIDE OF A
 HM0297'SWITCHBACK, IN THE TOP OF A LARGE OUTCROP WHICH PROJECTS 1 FOOT ABOVE
 HM0297'THE GROUND, 36 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND THE
 HM0297'SWITCHBACK, 48 FEET EAST OF THE CENTER LINE OF THE HIGHWAY (UPHILL
 HM0297'SIDE), 41 FEET WEST OF THE CENTER LINE OF THE HIGHWAY (DOWNHILL SIDE),
 HM0297'14 FEET NORTHEAST OF A WITNESS POST AND 3 FEET EAST OF A CAIRN.
 HM0297
 HM0297                          STATION RECOVERY (1979)
 HM0297
 HM0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0297'4.0 MILES SOUTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0297'BLANDING, THENCE 6.35 MI. WEST ALONG STATE HIGHWAY 95 TO A ROAD JCT
 HM0297'NORTH, THENCE 1.0 MI. NORTH TO A Y-RD WEST, THENCE 7.55 MI WEST ALONG
 HM0297'DIRT ROAD (OLD 95), 0.35 MI SOUTHWEST OF A RD JCT. SOUTH, ON THE
 HM0297'INSIDE OF A SWITCHBACK, IN THE TOP OF A SANDSTONE OUTCROP WHICH
 HM0297'PROJECTS 1 FOOT ABOVE THE GROUND, 36 FT NORTH OF THE CENTER OF THE
 HM0297'ROAD AND THE SWITCHBACK, 48 FT EAST OF THE CENTER OF THE ROAD (UPHILL
 HM0297'SIDE), 41 FT WEST OF THE CENTER OF THE ROAD (DOWNHILL SIDE), 14 FEET
 HM0297'NORTHEAST OF A WITNESS POST.
 HM0297
 HM0297                          STATION RECOVERY (1979)
 HM0297
 HM0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0297'4.0 MILES SOUTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0297'BLANDING, THENCE 6.35 MI. WEST ALONG STATE HIGHWAY 95 TO A ROAD JCT
 HM0297'NORTH, THENCE 1.0 MI. NORTH TO A Y-RD WEST, THENCE 7.55 MI WEST ALONG
 HM0297'DIRT ROAD (OLD 95), 0.35 MI SOUTHWEST OF A RD JCT. SOUTH, ON THE
 HM0297'INSIDE OF A SWITCHBACK, IN THE TOP OF A SANDSTONE OUTCROP WHICH
 HM0297'PROJECTS 1 FOOT ABOVE THE GROUND, 36 FT NORTH OF THE CENTER OF THE
 HM0297'ROAD AND THE SWITCHBACK, 48 FT EAST OF THE CENTER OF THE ROAD (UPHILL
 HM0297'SIDE), 41 FT WEST OF THE CENTER OF THE ROAD (DOWNHILL SIDE), 14 FEET
 HM0297'NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0162 ***********************************************************************
 KO0162  DESIGNATION -  H 118
 KO0162  PID         -  KO0162
 KO0162  STATE/COUNTY-  UT/MILLARD
 KO0162  COUNTRY     -  US
 KO0162  USGS QUAD   -  MCCORNICK (2017)
 KO0162
 KO0162                         *CURRENT SURVEY CONTROL
 KO0162  ______________________________________________________________________
 KO0162* NAD 83(1986) POSITION- 39 11 56.     (N) 112 24 34.     (W)   SCALED
 KO0162* NAVD 88 ORTHO HEIGHT -  1441.332 (meters)     4728.77  (feet) ADJUSTED
 KO0162  ______________________________________________________________________
 KO0162  GEOID HEIGHT    -        -18.956 (meters)                     GEOID18
 KO0162  DYNAMIC HEIGHT  -       1440.002 (meters)     4724.41  (feet) COMP
 KO0162  MODELED GRAVITY -    979,654.0   (mgal)                       NAVD 88
 KO0162
 KO0162  VERT ORDER      -  SECOND    CLASS 0
 KO0162
 KO0162.The horizontal coordinates were scaled from a map and have
 KO0162.an estimated accuracy of +/- 6 seconds.
 KO0162
 KO0162.The orthometric height was determined by differential leveling and
 KO0162.adjusted by the NATIONAL GEODETIC SURVEY
 KO0162.in June 1991.
 KO0162
 KO0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0162.GEOID18 height accuracy estimate available here.
 KO0162
 KO0162.Click photographs - Photos may exist for this station.
 KO0162
 KO0162.The dynamic height is computed by dividing the NAVD 88
 KO0162.geopotential number by the normal gravity value computed on the
 KO0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0162.degrees latitude (g = 980.6199 gals.).
 KO0162
 KO0162.The modeled gravity was interpolated from observed gravity values.
 KO0162
 KO0162;                    North         East    Units  Estimated Accuracy
 KO0162;SPC UT C     - 2,096,490.      421,440.      MT  (+/- 180 meters Scaled)
 KO0162
 KO0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ782397(NAD 83)
 KO0162
 KO0162                          SUPERSEDED SURVEY CONTROL
 KO0162
 KO0162  NGVD 29 (??/??/92) 1440.255  (m)         4725.24   (f) ADJ UNCH    2 0
 KO0162
 KO0162.Superseded values are not recommended for survey control.
 KO0162
 KO0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0162.See file dsdata.pdf to determine how the superseded data were derived.
 KO0162
 KO0162_MARKER: DB = BENCH MARK DISK
 KO0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0162_STAMPING: 4725 H 118 1931
 KO0162_MARK LOGO: USGS
 KO0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0162+STABILITY: SURFACE MOTION
 KO0162
 KO0162  HISTORY     - Date     Condition        Report By
 KO0162  HISTORY     - 1931     MONUMENTED       USGS
 KO0162
 KO0162                          STATION DESCRIPTION
 KO0162
 KO0162'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 KO0162'15.6 MI SE FROM DELTA.
 KO0162'ABOUT 15.6 MILES SOUTHEAST ALONG THE LOS ANGELES AND SALT LAKE
 KO0162'RAILROAD FROM THE COMMUNITY BUILDING AT DELTA, MILLARD COUNTY, 55 FEET
 KO0162'SOUTH OF THE CROSSROADS JUST WEST OF AN ABANDONED SCHOOL, AND 34 FEET
 KO0162'EAST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 KO0162'SURVEY STANDARD DISK, STAMPED 4725 H 118 1931 AND SET IN THE TOP OF A
 KO0162'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0151 ***********************************************************************
 JN0151  DESIGNATION -  H 12
 JN0151  PID         -  JN0151
 JN0151  STATE/COUNTY-  UT/WAYNE
 JN0151  COUNTRY     -  US
 JN0151  USGS QUAD   -  NOTOM (2017)
 JN0151
 JN0151                         *CURRENT SURVEY CONTROL
 JN0151  ______________________________________________________________________
 JN0151* NAD 83(1986) POSITION- 38 12 00.     (N) 111 03 02.     (W)   SCALED
 JN0151* NAVD 88 ORTHO HEIGHT -  1508.045 (meters)     4947.64  (feet) POSTED
 JN0151  ______________________________________________________________________
 JN0151  GEOID HEIGHT    -        -19.681 (meters)                     GEOID18
 JN0151  DYNAMIC HEIGHT  -       1506.43  (meters)     4942.3   (feet) COMP
 JN0151  MODELED GRAVITY -    979,507.1   (mgal)                       NAVD 88
 JN0151
 JN0151  VERT ORDER      -  * POSTED, SEE BELOW
 JN0151
 JN0151.The horizontal coordinates were scaled from a map and have
 JN0151.an estimated accuracy of +/- 6 seconds.
 JN0151
 JN0151.The orthometric height was determined by differential leveling
 JN0151.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JN0151
 JN0151.* This is a POSTED BENCH MARK height.
 JN0151
 JN0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0151.GEOID18 height accuracy estimate available here.
 JN0151
 JN0151.Click photographs - Photos may exist for this station.
 JN0151
 JN0151.The dynamic height is computed by dividing the NAVD 88
 JN0151.geopotential number by the normal gravity value computed on the
 JN0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0151.degrees latitude (g = 980.6199 gals.).
 JN0151
 JN0151.The modeled gravity was interpolated from observed gravity values.
 JN0151
 JN0151;                    North         East    Units  Estimated Accuracy
 JN0151;SPC UT S     - 3,170,270.      539,370.      MT  (+/- 180 meters Scaled)
 JN0151
 JN0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH955280(NAD 83)
 JN0151
 JN0151                          SUPERSEDED SURVEY CONTROL
 JN0151
 JN0151  NGVD 29 (??/??/92) 1506.929  (m)         4943.98   (f) ADJ UNCH    1 2
 JN0151
 JN0151.Superseded values are not recommended for survey control.
 JN0151
 JN0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0151.See file dsdata.pdf to determine how the superseded data were derived.
 JN0151
 JN0151_MARKER: DB = BENCH MARK DISK
 JN0151_SETTING: 66 = SET IN ROCK OUTCROP
 JN0151_STAMPING: H 12 1921
 JN0151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0151+STABILITY: POSITION/ELEVATION WELL
 JN0151
 JN0151  HISTORY     - Date     Condition        Report By
 JN0151  HISTORY     - 1921     MONUMENTED       CGS
 JN0151
 JN0151                          STATION DESCRIPTION
 JN0151
 JN0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 JN0151'11 MI S FROM CAINEVILLE.
 JN0151'11 MILES SOUTH OF CAINEVILLE, WAYNE COUNTY, 2-1/2 MILES NORTH OF AN
 JN0151'ABANDONED CABIN AND DAM SITE, 1/4 MILE EAST OF SAND CREEK, IN BLUE
 JN0151'VALLEY, ON THE OPPOSITE SIDE OF THE REEF FROM CAINEVILLE, 200 FEET
 JN0151'WEST OF THE FOOT OF THE MESA, AND IN THE TOP OF A LARGE FLAT ROCK.  A
 JN0151'STANDARD DISK, STAMPED H 12 1921.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0162 ***********************************************************************
 HO0162  DESIGNATION -  H 12
 HO0162  PID         -  HO0162
 HO0162  STATE/COUNTY-  UT/KANE
 HO0162  COUNTRY     -  US
 HO0162  USGS QUAD   -  MOUNT CARMEL (2017)
 HO0162
 HO0162                         *CURRENT SURVEY CONTROL
 HO0162  ______________________________________________________________________
 HO0162* NAD 83(1986) POSITION- 37 14 39.     (N) 112 40 01.     (W)   SCALED
 HO0162* NAVD 88 ORTHO HEIGHT -  1620.95  (+/-2cm)     5318.1   (feet) VERTCON3
 HO0162  ______________________________________________________________________
 HO0162  GEOID HEIGHT    -        -21.774 (meters)                     GEOID18
 HO0162  VERT ORDER      -  ? (See Below)
 HO0162
 HO0162.The horizontal coordinates were scaled from a map and have
 HO0162.an estimated accuracy of +/- 6 seconds.
 HO0162
 HO0162.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0162
 HO0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0162.GEOID18 height accuracy estimate available here.
 HO0162
 HO0162.The vertical order pertains to the NGVD 29 superseded value.
 HO0162
 HO0162.Click photographs - Photos may exist for this station.
 HO0162
 HO0162;                    North         East    Units  Estimated Accuracy
 HO0162;SPC UT S     - 3,064,740.      396,470.      MT  (+/- 180 meters Scaled)
 HO0162
 HO0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG521232(NAD 83)
 HO0162
 HO0162                          SUPERSEDED SURVEY CONTROL
 HO0162
 HO0162  NGVD 29 (??/??/92) 1619.926  (m)         5314.71   (f) ADJ UNCH       
 HO0162
 HO0162.Superseded values are not recommended for survey control.
 HO0162
 HO0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0162.See file dsdata.pdf to determine how the superseded data were derived.
 HO0162
 HO0162_MARKER: DB = BENCH MARK DISK
 HO0162_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HO0162_SP_SET: GASOLINE PUMP BASE
 HO0162_STAMPING: H 12 1931
 HO0162_MARK LOGO: USGS
 HO0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0162
 HO0162  HISTORY     - Date     Condition        Report By
 HO0162  HISTORY     - 1931     MONUMENTED       USGS
 HO0162  HISTORY     - 1963     GOOD             CGS
 HO0162  HISTORY     - 20101208 MARK NOT FOUND   GEOCAC
 HO0162
 HO0162                          STATION DESCRIPTION
 HO0162
 HO0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0162'MT CARMEL.
 HO0162'AT MT. CARMEL, KANE COUNTY, ON U.S. HIGHWAY 89, 26 FEET NORTHWEST OF
 HO0162'TOMS SERVICE STATION, IN THE CENTER OF THE CONCRETE BASE OF THE
 HO0162'GASOLINE PUMPS, NEAR THE SOUTH END AND 30 FEET SOUTHEAST OF THE CENTER
 HO0162'LINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HO0162'STAMPED H 12 1931.  NOTE-- NEVER FOUND BY THE LOCATION CREW OR THE
 HO0162'CONSTRUCTION CREW.  THE SERVICE STATION AND GAS PUMPS WERE REMOVED
 HO0162'SEVERAL YEARS AGO WHERE H 12 WAS LOCATED, AS REPORTED BY MR. REHNON D.
 HO0162'NELSON, ENGINEER, UTAH STATE DEPT. OF HIGHWAYS.
 HO0162
 HO0162                          STATION RECOVERY (2010)
 HO0162
 HO0162'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HO0162'LOCATION HAS BEEN DISTURBED BY ROAD IMPROVEMENTS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0166 ***********************************************************************
 KO0166  DESIGNATION -  H 120
 KO0166  PID         -  KO0166
 KO0166  STATE/COUNTY-  UT/MILLARD
 KO0166  COUNTRY     -  US
 KO0166  USGS QUAD   -  HARDING (2017)
 KO0166
 KO0166                         *CURRENT SURVEY CONTROL
 KO0166  ______________________________________________________________________
 KO0166* NAD 83(1986) POSITION- 39 16 47.50   (N) 112 27 34.12   (W)   HD_HELD1
 KO0166* NAVD 88 ORTHO HEIGHT -  1419.776 (meters)     4658.05  (feet) ADJUSTED
 KO0166  ______________________________________________________________________
 KO0166  GEOID HEIGHT    -        -19.005 (meters)                     GEOID18
 KO0166  DYNAMIC HEIGHT  -       1418.488 (meters)     4653.82  (feet) COMP
 KO0166  MODELED GRAVITY -    979,669.9   (mgal)                       NAVD 88
 KO0166
 KO0166  VERT ORDER      -  SECOND    CLASS 0
 KO0166
 KO0166.The horizontal coordinates were determined by differentially corrected
 KO0166.hand held GPS observations or other comparable positioning techniques
 KO0166.and have an estimated accuracy of +/- 3 meters.
 KO0166
 KO0166.The orthometric height was determined by differential leveling and
 KO0166.adjusted by the NATIONAL GEODETIC SURVEY
 KO0166.in June 1991.
 KO0166
 KO0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0166.GEOID18 height accuracy estimate available here.
 KO0166
 KO0166.Click photographs - Photos may exist for this station.
 KO0166
 KO0166.The dynamic height is computed by dividing the NAVD 88
 KO0166.geopotential number by the normal gravity value computed on the
 KO0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0166.degrees latitude (g = 980.6199 gals.).
 KO0166
 KO0166.The modeled gravity was interpolated from observed gravity values.
 KO0166
 KO0166;                    North         East    Units  Estimated Accuracy
 KO0166;SPC UT C     - 2,105,527.1     417,218.4     MT  (+/- 3 meters HH1 GPS) 
 KO0166
 KO0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ7411748848(NAD 83)
 KO0166
 KO0166                          SUPERSEDED SURVEY CONTROL
 KO0166
 KO0166  NGVD 29 (??/??/92) 1418.711  (m)         4654.55   (f) ADJ UNCH    2 0
 KO0166
 KO0166.Superseded values are not recommended for survey control.
 KO0166
 KO0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0166.See file dsdata.pdf to determine how the superseded data were derived.
 KO0166
 KO0166_MARKER: DB = BENCH MARK DISK
 KO0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0166_STAMPING: 4655 H 120
 KO0166_MARK LOGO: USGS
 KO0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0166+STABILITY: SURFACE MOTION
 KO0166
 KO0166  HISTORY     - Date     Condition        Report By
 KO0166  HISTORY     - 1931     MONUMENTED       USGS
 KO0166  HISTORY     - 1934     GOOD             CGS
 KO0166
 KO0166                          STATION DESCRIPTION
 KO0166
 KO0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0166'9.4 MI SE FROM DELTA.
 KO0166'ABOUT 9.4 MILES SOUTHEAST ALONG THE LOS ANGELES AND SALT LAKE RAILROAD
 KO0166'FROM THE COMMUNITY BUILDING AT DELTA, MILLARD COUNTY, ABOUT 7 POLES
 KO0166'SOUTH OF MILEPOST 9, BETWEEN 800 AND 1,000 FEET WEST OF THE TRACK, ON
 KO0166'A HIGHWAY, AND IN LINE WITH A ROW OF POLES.  A UNITED STATES
 KO0166'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4655 H 120 AND SET IN THE TOP
 KO0166'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0272 ***********************************************************************
 HO0272  DESIGNATION -  H 123
 HO0272  PID         -  HO0272
 HO0272  STATE/COUNTY-  UT/WASHINGTON
 HO0272  COUNTRY     -  US
 HO0272  USGS QUAD   -  VEYO (2017)
 HO0272
 HO0272                         *CURRENT SURVEY CONTROL
 HO0272  ______________________________________________________________________
 HO0272* NAD 83(1986) POSITION- 37 16 14.     (N) 113 38 26.     (W)   SCALED
 HO0272* NAVD 88 ORTHO HEIGHT -  1408.925 (meters)     4622.45  (feet) ADJUSTED
 HO0272  ______________________________________________________________________
 HO0272  GEOID HEIGHT    -        -23.961 (meters)                     GEOID18
 HO0272  DYNAMIC HEIGHT  -       1407.360 (meters)     4617.31  (feet) COMP
 HO0272  MODELED GRAVITY -    979,470.9   (mgal)                       NAVD 88
 HO0272
 HO0272  VERT ORDER      -  SECOND    CLASS 0
 HO0272
 HO0272.The horizontal coordinates were scaled from a map and have
 HO0272.an estimated accuracy of +/- 6 seconds.
 HO0272
 HO0272.The orthometric height was determined by differential leveling and
 HO0272.adjusted by the NATIONAL GEODETIC SURVEY
 HO0272.in June 1991.
 HO0272
 HO0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0272.GEOID18 height accuracy estimate available here.
 HO0272
 HO0272.Click photographs - Photos may exist for this station.
 HO0272
 HO0272.The dynamic height is computed by dividing the NAVD 88
 HO0272.geopotential number by the normal gravity value computed on the
 HO0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0272.degrees latitude (g = 980.6199 gals.).
 HO0272
 HO0272.The modeled gravity was interpolated from observed gravity values.
 HO0272
 HO0272;                    North         East    Units  Estimated Accuracy
 HO0272;SPC UT S     - 3,069,190.      310,160.      MT  (+/- 180 meters Scaled)
 HO0272
 HO0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG658281(NAD 83)
 HO0272
 HO0272                          SUPERSEDED SURVEY CONTROL
 HO0272
 HO0272  NGVD 29 (??/??/92) 1407.936  (m)         4619.20   (f) ADJ UNCH    2 0
 HO0272
 HO0272.Superseded values are not recommended for survey control.
 HO0272
 HO0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0272.See file dsdata.pdf to determine how the superseded data were derived.
 HO0272
 HO0272_MARKER: DB = BENCH MARK DISK
 HO0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0272_STAMPING: H 123 1934
 HO0272_MARK LOGO: CGS
 HO0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0272+STABILITY: SURFACE MOTION
 HO0272
 HO0272  HISTORY     - Date     Condition        Report By
 HO0272  HISTORY     - 1934     MONUMENTED       CGS
 HO0272
 HO0272                          STATION DESCRIPTION
 HO0272
 HO0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0272'1.7 MI NE FROM ST GEORGE.
 HO0272'1.7 MILES NORTHEAST ALONG U. S. HIGHWAY 91 FROM THE COURTHOUSE AT ST.
 HO0272'GEORGE, WASHINGTON COUNTY, THENCE 14.6 MILES NORTH ALONG THE 1934
 HO0272'ROUTE OF STATE HIGHWAY 18.  5.8 MILES SOUTH OF VEYO, 80 FEET SOUTHEAST
 HO0272'OF A 24-INCH GALVANIZED-IRON CULVERT, 43 FEET WEST OF THE CENTERLINE
 HO0272'OF THE OLD HIGHWAY, 9.5 FEET NORTHEAST OF TELEPHONE POLE 335, AND IN
 HO0272'LINE WITH THE ROW OF POLES.  A STANDARD DISK, STAMPED H 123 1934 AND
 HO0272'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0324 ***********************************************************************
 HO0324  DESIGNATION -  H 124
 HO0324  PID         -  HO0324
 HO0324  STATE/COUNTY-  UT/IRON
 HO0324  COUNTRY     -  US
 HO0324  USGS QUAD   -  HEIST (2017)
 HO0324
 HO0324                         *CURRENT SURVEY CONTROL
 HO0324  ______________________________________________________________________
 HO0324* NAD 83(1986) POSITION- 37 45 13.0    (N) 113 46 34.0    (W)   HD_HELD2
 HO0324* NAVD 88 ORTHO HEIGHT -  1593.099 (meters)     5226.69  (feet) ADJUSTED
 HO0324  ______________________________________________________________________
 HO0324  GEOID HEIGHT    -        -23.104 (meters)                     GEOID18
 HO0324  DYNAMIC HEIGHT  -       1591.308 (meters)     5220.82  (feet) COMP
 HO0324  MODELED GRAVITY -    979,449.9   (mgal)                       NAVD 88
 HO0324
 HO0324  VERT ORDER      -  SECOND    CLASS 0
 HO0324
 HO0324.The horizontal coordinates were established by autonomous hand held GPS
 HO0324.observations and have an estimated accuracy of +/- 10 meters.
 HO0324
 HO0324.The orthometric height was determined by differential leveling and
 HO0324.adjusted by the NATIONAL GEODETIC SURVEY
 HO0324.in June 1991.
 HO0324
 HO0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0324.GEOID18 height accuracy estimate available here.
 HO0324
 HO0324.Click photographs - Photos may exist for this station.
 HO0324
 HO0324.The dynamic height is computed by dividing the NAVD 88
 HO0324.geopotential number by the normal gravity value computed on the
 HO0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0324.degrees latitude (g = 980.6199 gals.).
 HO0324
 HO0324.The modeled gravity was interpolated from observed gravity values.
 HO0324
 HO0324;                    North         East    Units  Estimated Accuracy
 HO0324;SPC UT S     - 3,123,074.      299,446.      MT  (+/- 10 meters HH2 GPS)
 HO0324
 HO0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG5542782107(NAD 83)
 HO0324
 HO0324                          SUPERSEDED SURVEY CONTROL
 HO0324
 HO0324  NGVD 29 (??/??/92) 1591.98   (m)         5223.0    (f) COMPUTED    2 0
 HO0324
 HO0324.Superseded values are not recommended for survey control.
 HO0324
 HO0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0324.See file dsdata.pdf to determine how the superseded data were derived.
 HO0324
 HO0324_MARKER: DB = BENCH MARK DISK
 HO0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0324_STAMPING: H 124 1934
 HO0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0324+STABILITY: SURFACE MOTION
 HO0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0324+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2012
 HO0324
 HO0324  HISTORY     - Date     Condition        Report By
 HO0324  HISTORY     - 1934     MONUMENTED       CGS
 HO0324  HISTORY     - 1974     GOOD             USGS
 HO0324  HISTORY     - 20120228 GOOD             GEOCAC
 HO0324
 HO0324                          STATION DESCRIPTION
 HO0324
 HO0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0324'9.0 MI SE FROM MODENA.
 HO0324'9.0 MILES SOUTHEAST ALONG THE 1934 ROUTE OF STATE HIGHWAY 18 FROM
 HO0324'MODENA, IRON COUNTY, 1.5 MILES NORTHWEST OF A RANCH HOUSE ON A LONG
 HO0324'TANGENT, AND 20 FEET NORTH OF THE CENTERLINE OF THE OLD HIGHWAY.  A
 HO0324'STANDARD DISK, STAMPED H 124 1934 AND SET IN THE TOP OF A CONCRETE
 HO0324'POST.
 HO0324
 HO0324                          STATION RECOVERY (1974)
 HO0324
 HO0324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HO0324'0.8 MI. EAST FROM MODENA TO STATE HWY. 56, THEN 7.6 MI. SE ALONG HWY.
 HO0324'56 TO A GRADED ROAD, THEN NORTH 0.1 MI. ALONG GRADED ROAD TO SCAR OF
 HO0324'OLD STATE HWY. 18, THEN SE ALONG SCAR 0.5 MI. TO BM. THE BENCHMARK IS
 HO0324'20 FEET NE OF THE CENTERLINE OF THE SCAR.
 HO0324
 HO0324                          STATION RECOVERY (2012)
 HO0324
 HO0324'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 HO0324'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0031 ***********************************************************************
 JO0031  DESIGNATION -  H 124
 JO0031  PID         -  JO0031
 JO0031  STATE/COUNTY-  UT/SEVIER
 JO0031  COUNTRY     -  US
 JO0031  USGS QUAD   -  TRAIL MOUNTAIN (2017)
 JO0031
 JO0031                         *CURRENT SURVEY CONTROL
 JO0031  ______________________________________________________________________
 JO0031* NAD 83(1986) POSITION- 38 35 28.     (N) 112 29 48.     (W)   SCALED
 JO0031* NAVD 88 ORTHO HEIGHT -  2205.374 (meters)     7235.46  (feet) ADJUSTED
 JO0031  ______________________________________________________________________
 JO0031  GEOID HEIGHT    -        -19.282 (meters)                     GEOID18
 JO0031  DYNAMIC HEIGHT  -       2202.824 (meters)     7227.10  (feet) COMP
 JO0031  MODELED GRAVITY -    979,392.6   (mgal)                       NAVD 88
 JO0031
 JO0031  VERT ORDER      -  FIRST     CLASS II
 JO0031
 JO0031.The horizontal coordinates were scaled from a map and have
 JO0031.an estimated accuracy of +/- 6 seconds.
 JO0031
 JO0031.The orthometric height was determined by differential leveling and
 JO0031.adjusted by the NATIONAL GEODETIC SURVEY
 JO0031.in June 1991.
 JO0031
 JO0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0031.GEOID18 height accuracy estimate available here.
 JO0031
 JO0031.Click photographs - Photos may exist for this station.
 JO0031
 JO0031.The dynamic height is computed by dividing the NAVD 88
 JO0031.geopotential number by the normal gravity value computed on the
 JO0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0031.degrees latitude (g = 980.6199 gals.).
 JO0031
 JO0031.The modeled gravity was interpolated from observed gravity values.
 JO0031
 JO0031;                    North         East    Units  Estimated Accuracy
 JO0031;SPC UT C     - 2,029,100.      413,160.      MT  (+/- 180 meters Scaled)
 JO0031
 JO0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH696724(NAD 83)
 JO0031
 JO0031                          SUPERSEDED SURVEY CONTROL
 JO0031
 JO0031  NGVD 29 (??/??/92) 2204.045  (m)         7231.10   (f) ADJ UNCH    1 2
 JO0031
 JO0031.Superseded values are not recommended for survey control.
 JO0031
 JO0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0031.See file dsdata.pdf to determine how the superseded data were derived.
 JO0031
 JO0031_MARKER: DB = BENCH MARK DISK
 JO0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0031_STAMPING: H 124 1931
 JO0031_MARK LOGO: USGS
 JO0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0031+STABILITY: SURFACE MOTION
 JO0031
 JO0031  HISTORY     - Date     Condition        Report By
 JO0031  HISTORY     - 1931     MONUMENTED       USGS
 JO0031
 JO0031                          STATION DESCRIPTION
 JO0031
 JO0031'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 JO0031'5.5 MI E FROM COVE FORT.
 JO0031'IN SEVIER COUNTY, 5.5 MILES EAST ALONG STATE HIGHWAY 13 FROM COVE
 JO0031'FORT, MILLARD COUNTY, AT A SUMMIT, AT THE SEVIER-MILLARD COUNTY LINE,
 JO0031'88 FEET SOUTHEAST OF A COUNTY-LINE SIGN, 40 FEET SOUTH OF THE
 JO0031'CENTERLINE OF THE HIGHWAY, AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY. A
 JO0031'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 124 1931 AND
 JO0031'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0439 ***********************************************************************
 MR0439  DESIGNATION -  H 125
 MR0439  PID         -  MR0439
 MR0439  STATE/COUNTY-  UT/CACHE
 MR0439  COUNTRY     -  US
 MR0439  USGS QUAD   -  MOUNT PISGAH (2017)
 MR0439
 MR0439                         *CURRENT SURVEY CONTROL
 MR0439  ______________________________________________________________________
 MR0439* NAD 83(1986) POSITION- 41 36 30.     (N) 111 55 48.     (W)   SCALED
 MR0439* NAVD 88 ORTHO HEIGHT -  1453.331 (meters)     4768.14  (feet) ADJUSTED
 MR0439  ______________________________________________________________________
 MR0439  GEOID HEIGHT    -        -15.726 (meters)                     GEOID18
 MR0439  DYNAMIC HEIGHT  -       1452.261 (meters)     4764.63  (feet) COMP
 MR0439  MODELED GRAVITY -    979,836.0   (mgal)                       NAVD 88
 MR0439
 MR0439  VERT ORDER      -  SECOND    CLASS 0
 MR0439
 MR0439.The horizontal coordinates were scaled from a map and have
 MR0439.an estimated accuracy of +/- 6 seconds.
 MR0439
 MR0439.The orthometric height was determined by differential leveling and
 MR0439.adjusted by the NATIONAL GEODETIC SURVEY
 MR0439.in June 1991.
 MR0439
 MR0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0439.GEOID18 height accuracy estimate available here.
 MR0439
 MR0439.Click photographs - Photos may exist for this station.
 MR0439
 MR0439.The dynamic height is computed by dividing the NAVD 88
 MR0439.geopotential number by the normal gravity value computed on the
 MR0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0439.degrees latitude (g = 980.6199 gals.).
 MR0439
 MR0439.The modeled gravity was interpolated from observed gravity values.
 MR0439
 MR0439;                    North         East    Units  Estimated Accuracy
 MR0439;SPC UT N     - 1,141,680.      464,160.      MT  (+/- 180 meters Scaled)
 MR0439
 MR0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM225067(NAD 83)
 MR0439
 MR0439                          SUPERSEDED SURVEY CONTROL
 MR0439
 MR0439  NGVD 29 (??/??/92) 1452.283  (m)         4764.70   (f) ADJ UNCH    2 0
 MR0439
 MR0439.Superseded values are not recommended for survey control.
 MR0439
 MR0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0439.See file dsdata.pdf to determine how the superseded data were derived.
 MR0439
 MR0439_MARKER: DB = BENCH MARK DISK
 MR0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0439_STAMPING: H 125 1934
 MR0439_MARK LOGO: CGS
 MR0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0439+STABILITY: SURFACE MOTION
 MR0439
 MR0439  HISTORY     - Date     Condition        Report By
 MR0439  HISTORY     - 1934     MONUMENTED       CGS
 MR0439  HISTORY     - 1954     MARK NOT FOUND   USGS
 MR0439
 MR0439                          STATION DESCRIPTION
 MR0439
 MR0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0439'2.3 MI S FROM WELLSVILLE.
 MR0439'ABOUT 2.3 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT
 MR0439'WELLSVILLE, CACHE COUNTY, JUST NORTH OF THE SUMMIT OF A SMALL HILL, AT
 MR0439'A ROAD FORK LEADING NORTH, 45 FEET WEST OF THE FENCE AND ROW OF POPLAR
 MR0439'TREES IN FRONT OF A YELLOW BRICK HOUSE, 21 FEET WEST OF THE CENTER
 MR0439'LINE OF THE ROAD LEADING NORTH, 21 FEET NORTHEAST OF THE CENTER LINE
 MR0439'OF THE HIGHWAY, 6 FEET SOUTH OF A HIGHWAY STOP SIGN, AND 5 FEET
 MR0439'NORTHEAST OF A GUARD RAIL.  A STANDARD DISK, STAMPED H 125 1934 AND
 MR0439'SET IN THE TOP OF A CONCRETE POST.  NOTE-- LOCAL RESIDENTS CLAIM THAT
 MR0439'THEY HAVENT SEEN THIS BM SINCE THE COUNTY BUILT UP THE ROAD. IT HAS
 MR0439'EITHER BEEN DESTROYED OR COVERED UP WHERE IT CANT BE DUG UP.
 MR0439
 MR0439                          STATION RECOVERY (1954)
 MR0439
 MR0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 MR0439'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0264 ***********************************************************************
 JO0264  DESIGNATION -  H 126
 JO0264  PID         -  JO0264
 JO0264  STATE/COUNTY-  UT/MILLARD
 JO0264  COUNTRY     -  US
 JO0264  USGS QUAD   -  COVE FORT (2017)
 JO0264
 JO0264                         *CURRENT SURVEY CONTROL
 JO0264  ______________________________________________________________________
 JO0264* NAD 83(1986) POSITION- 38 36 04.     (N) 112 34 52.     (W)   SCALED
 JO0264* NAVD 88 ORTHO HEIGHT -  1828.999 (meters)     6000.64  (feet) ADJUSTED
 JO0264  ______________________________________________________________________
 JO0264  GEOID HEIGHT    -        -19.626 (meters)                     GEOID18
 JO0264  DYNAMIC HEIGHT  -       1827.005 (meters)     5994.10  (feet) COMP
 JO0264  MODELED GRAVITY -    979,473.3   (mgal)                       NAVD 88
 JO0264
 JO0264  VERT ORDER      -  FIRST     CLASS II
 JO0264
 JO0264.The horizontal coordinates were scaled from a map and have
 JO0264.an estimated accuracy of +/- 6 seconds.
 JO0264
 JO0264.The orthometric height was determined by differential leveling and
 JO0264.adjusted by the NATIONAL GEODETIC SURVEY
 JO0264.in June 1991.
 JO0264
 JO0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0264.GEOID18 height accuracy estimate available here.
 JO0264
 JO0264.Click photographs - Photos may exist for this station.
 JO0264
 JO0264.The dynamic height is computed by dividing the NAVD 88
 JO0264.geopotential number by the normal gravity value computed on the
 JO0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0264.degrees latitude (g = 980.6199 gals.).
 JO0264
 JO0264.The modeled gravity was interpolated from observed gravity values.
 JO0264
 JO0264;                    North         East    Units  Estimated Accuracy
 JO0264;SPC UT C     - 2,030,300.      405,810.      MT  (+/- 180 meters Scaled)
 JO0264
 JO0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH623736(NAD 83)
 JO0264
 JO0264                          SUPERSEDED SURVEY CONTROL
 JO0264
 JO0264  NGVD 29 (??/??/92) 1827.775  (m)         5996.63   (f) ADJ UNCH    1 2
 JO0264
 JO0264.Superseded values are not recommended for survey control.
 JO0264
 JO0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0264.See file dsdata.pdf to determine how the superseded data were derived.
 JO0264
 JO0264_MARKER: DD = SURVEY DISK
 JO0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0264_STAMPING: H 126 1931
 JO0264_MARK LOGO: CGS
 JO0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0264+STABILITY: SURFACE MOTION
 JO0264
 JO0264  HISTORY     - Date     Condition        Report By
 JO0264  HISTORY     - 1931     MONUMENTED       USGS
 JO0264  HISTORY     - 1934     GOOD             CGS
 JO0264  HISTORY     - 1960     MARK NOT FOUND   CGS
 JO0264
 JO0264                          STATION DESCRIPTION
 JO0264
 JO0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0264'IN COVE FORT.
 JO0264'AT COVE FORT, MILLARD COUNTY, AT THE CENTER OF THE LARGE TRIANGLE
 JO0264'FORMED BY THE JUNCTION OF STATE HIGHWAY 13 AND U.S. HIGHWAY 91, AT
 JO0264'COVE FORT MONUMENT, AND 4 FEET EAST OF THE EAST FACE OF THE MONUMENT.
 JO0264'A UNITED STATE GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 126 1931 AND
 JO0264'SET IN THE TOP OF A CONCRETE POST.
 JO0264
 JO0264                          STATION RECOVERY (1960)
 JO0264
 JO0264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JO0264'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0272 ***********************************************************************
 JO0272  DESIGNATION -  H 127
 JO0272  PID         -  JO0272
 JO0272  STATE/COUNTY-  UT/MILLARD
 JO0272  COUNTRY     -  US
 JO0272  USGS QUAD   -  DOG VALLEY PEAK (2017)
 JO0272
 JO0272                         *CURRENT SURVEY CONTROL
 JO0272  ______________________________________________________________________
 JO0272* NAD 83(1986) POSITION- 38 38 05.     (N) 112 36 35.     (W)   SCALED
 JO0272* NAVD 88 ORTHO HEIGHT -  1877.364 (meters)     6159.32  (feet) ADJUSTED
 JO0272  ______________________________________________________________________
 JO0272  GEOID HEIGHT    -        -19.698 (meters)                     GEOID18
 JO0272  DYNAMIC HEIGHT  -       1875.324 (meters)     6152.63  (feet) COMP
 JO0272  MODELED GRAVITY -    979,475.2   (mgal)                       NAVD 88
 JO0272
 JO0272  VERT ORDER      -  SECOND    CLASS 0
 JO0272
 JO0272.The horizontal coordinates were scaled from a map and have
 JO0272.an estimated accuracy of +/- 6 seconds.
 JO0272
 JO0272.The orthometric height was determined by differential leveling and
 JO0272.adjusted by the NATIONAL GEODETIC SURVEY
 JO0272.in June 1991.
 JO0272
 JO0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0272.GEOID18 height accuracy estimate available here.
 JO0272
 JO0272.Click photographs - Photos may exist for this station.
 JO0272
 JO0272.The dynamic height is computed by dividing the NAVD 88
 JO0272.geopotential number by the normal gravity value computed on the
 JO0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0272.degrees latitude (g = 980.6199 gals.).
 JO0272
 JO0272.The modeled gravity was interpolated from observed gravity values.
 JO0272
 JO0272;                    North         East    Units  Estimated Accuracy
 JO0272;SPC UT C     - 2,034,060.      403,370.      MT  (+/- 180 meters Scaled)
 JO0272
 JO0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH598774(NAD 83)
 JO0272
 JO0272                          SUPERSEDED SURVEY CONTROL
 JO0272
 JO0272  NGVD 29 (??/??/92) 1876.143  (m)         6155.31   (f) ADJ UNCH    2 0
 JO0272
 JO0272.Superseded values are not recommended for survey control.
 JO0272
 JO0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0272.See file dsdata.pdf to determine how the superseded data were derived.
 JO0272
 JO0272_MARKER: DD = SURVEY DISK
 JO0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0272_STAMPING: 6156 H 127 1931
 JO0272_MARK LOGO: USGS
 JO0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0272+STABILITY: SURFACE MOTION
 JO0272
 JO0272  HISTORY     - Date     Condition        Report By
 JO0272  HISTORY     - 1931     MONUMENTED       USGS
 JO0272  HISTORY     - 1934     GOOD             CGS
 JO0272
 JO0272                          STATION DESCRIPTION
 JO0272
 JO0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0272'3.2 MI NW FROM COVE FORT.
 JO0272'ABOUT 3.2 MILES NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE MONUMENT AT
 JO0272'COVE FORT, MILLARD COUNTY, AT A SUMMIT, AND 34 FEET WEST OF THE CENTER
 JO0272'LINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 JO0272'STAMPED 6156 H 127 1931 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0274 ***********************************************************************
 JO0274  DESIGNATION -  H 128
 JO0274  PID         -  JO0274
 JO0274  STATE/COUNTY-  UT/MILLARD
 JO0274  COUNTRY     -  US
 JO0274  USGS QUAD   -  DOG VALLEY PEAK (2017)
 JO0274
 JO0274                         *CURRENT SURVEY CONTROL
 JO0274  ______________________________________________________________________
 JO0274* NAD 83(1986) POSITION- 38 39 46.     (N) 112 35 29.     (W)   SCALED
 JO0274* NAVD 88 ORTHO HEIGHT -  1741.304 (meters)     5712.93  (feet) ADJUSTED
 JO0274  ______________________________________________________________________
 JO0274  GEOID HEIGHT    -        -19.640 (meters)                     GEOID18
 JO0274  DYNAMIC HEIGHT  -       1739.453 (meters)     5706.86  (feet) COMP
 JO0274  MODELED GRAVITY -    979,503.4   (mgal)                       NAVD 88
 JO0274
 JO0274  VERT ORDER      -  SECOND    CLASS 0
 JO0274
 JO0274.The horizontal coordinates were scaled from a map and have
 JO0274.an estimated accuracy of +/- 6 seconds.
 JO0274
 JO0274.The orthometric height was determined by differential leveling and
 JO0274.adjusted by the NATIONAL GEODETIC SURVEY
 JO0274.in June 1991.
 JO0274
 JO0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0274.GEOID18 height accuracy estimate available here.
 JO0274
 JO0274.Click photographs - Photos may exist for this station.
 JO0274
 JO0274.The dynamic height is computed by dividing the NAVD 88
 JO0274.geopotential number by the normal gravity value computed on the
 JO0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0274.degrees latitude (g = 980.6199 gals.).
 JO0274
 JO0274.The modeled gravity was interpolated from observed gravity values.
 JO0274
 JO0274;                    North         East    Units  Estimated Accuracy
 JO0274;SPC UT C     - 2,037,160.      405,000.      MT  (+/- 180 meters Scaled)
 JO0274
 JO0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH615805(NAD 83)
 JO0274
 JO0274                          SUPERSEDED SURVEY CONTROL
 JO0274
 JO0274  NGVD 29 (??/??/92) 1740.117  (m)         5709.03   (f) ADJ UNCH    2 0
 JO0274
 JO0274.Superseded values are not recommended for survey control.
 JO0274
 JO0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0274.See file dsdata.pdf to determine how the superseded data were derived.
 JO0274
 JO0274_MARKER: DD = SURVEY DISK
 JO0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0274_STAMPING: 5709 H 128 1931
 JO0274_MARK LOGO: USGS
 JO0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0274+STABILITY: SURFACE MOTION
 JO0274
 JO0274  HISTORY     - Date     Condition        Report By
 JO0274  HISTORY     - 1931     MONUMENTED       USGS
 JO0274
 JO0274                          STATION DESCRIPTION
 JO0274
 JO0274'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 JO0274'5.5 MI NW FROM COVE FORT.
 JO0274'ABOUT 5.5 MILES NORTHWEST ALONG U.S.HIGHWAY 91 FROM THE MONUMENT AT
 JO0274'COVE FORT, MILLARD COUNTY, ON A SMALL KNOLL, AND 33 FEET NORTHWEST OF
 JO0274'THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 JO0274'STANDARD DISK, STAMPED 5709 H 128 1931 AND SET IN THE TOP OF A
 JO0274'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0279 ***********************************************************************
 JO0279  DESIGNATION -  H 129
 JO0279  PID         -  JO0279
 JO0279  STATE/COUNTY-  UT/MILLARD
 JO0279  COUNTRY     -  US
 JO0279  USGS QUAD   -  DOG VALLEY PEAK (2017)
 JO0279
 JO0279                         *CURRENT SURVEY CONTROL
 JO0279  ______________________________________________________________________
 JO0279* NAD 83(1986) POSITION- 38 42 16.     (N) 112 36 02.     (W)   SCALED
 JO0279* NAVD 88 ORTHO HEIGHT -  1664.445 (meters)     5460.77  (feet) ADJUSTED
 JO0279  ______________________________________________________________________
 JO0279  GEOID HEIGHT    -        -19.706 (meters)                     GEOID18
 JO0279  DYNAMIC HEIGHT  -       1662.708 (meters)     5455.07  (feet) COMP
 JO0279  MODELED GRAVITY -    979,526.3   (mgal)                       NAVD 88
 JO0279
 JO0279  VERT ORDER      -  SECOND    CLASS 0
 JO0279
 JO0279.The horizontal coordinates were scaled from a map and have
 JO0279.an estimated accuracy of +/- 6 seconds.
 JO0279
 JO0279.The orthometric height was determined by differential leveling and
 JO0279.adjusted by the NATIONAL GEODETIC SURVEY
 JO0279.in June 1991.
 JO0279
 JO0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0279.GEOID18 height accuracy estimate available here.
 JO0279
 JO0279.Click photographs - Photos may exist for this station.
 JO0279
 JO0279.The dynamic height is computed by dividing the NAVD 88
 JO0279.geopotential number by the normal gravity value computed on the
 JO0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0279.degrees latitude (g = 980.6199 gals.).
 JO0279
 JO0279.The modeled gravity was interpolated from observed gravity values.
 JO0279
 JO0279;                    North         East    Units  Estimated Accuracy
 JO0279;SPC UT C     - 2,041,790.      404,260.      MT  (+/- 180 meters Scaled)
 JO0279
 JO0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH608851(NAD 83)
 JO0279
 JO0279                          SUPERSEDED SURVEY CONTROL
 JO0279
 JO0279  NGVD 29 (??/??/92) 1663.279  (m)         5456.94   (f) ADJ UNCH    2 0
 JO0279
 JO0279.Superseded values are not recommended for survey control.
 JO0279
 JO0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0279.See file dsdata.pdf to determine how the superseded data were derived.
 JO0279
 JO0279_MARKER: DD = SURVEY DISK
 JO0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0279_STAMPING: 5457 H 129 1931
 JO0279_MARK LOGO: USGS
 JO0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0279+STABILITY: SURFACE MOTION
 JO0279
 JO0279  HISTORY     - Date     Condition        Report By
 JO0279  HISTORY     - 1931     MONUMENTED       USGS
 JO0279
 JO0279                          STATION DESCRIPTION
 JO0279
 JO0279'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 JO0279'8.5 MI NW FROM COVE FORT.
 JO0279'ABOUT 8.5 MILES NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE MONUMENT AT
 JO0279'COVE FORT, MILLARD COUNTY, 35 FEET WEST OF A PAINTED POLE, 21 FEET
 JO0279'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND AT THE EDGE OF A FILL. A
 JO0279'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5457 H 129 1931
 JO0279'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED IN
 JO0279'1934, THAT THIS MARK WAS PARTIALLY COVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0163 ***********************************************************************
 HO0163  DESIGNATION -  H 13
 HO0163  PID         -  HO0163
 HO0163  STATE/COUNTY-  UT/KANE
 HO0163  COUNTRY     -  US
 HO0163  USGS QUAD   -  ORDERVILLE (2017)
 HO0163
 HO0163                         *CURRENT SURVEY CONTROL
 HO0163  ______________________________________________________________________
 HO0163* NAD 83(1986) POSITION- 37 16 33.     (N) 112 38 33.     (W)   SCALED
 HO0163* NAVD 88 ORTHO HEIGHT -  1665.38  (+/-2cm)     5463.8   (feet) VERTCON3
 HO0163  ______________________________________________________________________
 HO0163  GEOID HEIGHT    -        -21.641 (meters)                     GEOID18
 HO0163  VERT ORDER      -  ? (See Below)
 HO0163
 HO0163.The horizontal coordinates were scaled from a map and have
 HO0163.an estimated accuracy of +/- 6 seconds.
 HO0163
 HO0163.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0163
 HO0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0163.GEOID18 height accuracy estimate available here.
 HO0163
 HO0163.The vertical order pertains to the NGVD 29 superseded value.
 HO0163
 HO0163.Click photographs - Photos may exist for this station.
 HO0163
 HO0163;                    North         East    Units  Estimated Accuracy
 HO0163;SPC UT S     - 3,068,230.      398,680.      MT  (+/- 180 meters Scaled)
 HO0163
 HO0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG543267(NAD 83)
 HO0163
 HO0163                          SUPERSEDED SURVEY CONTROL
 HO0163
 HO0163  NGVD 29 (??/??/92) 1664.315  (m)         5460.34   (f) ADJ UNCH       
 HO0163
 HO0163.Superseded values are not recommended for survey control.
 HO0163
 HO0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0163.See file dsdata.pdf to determine how the superseded data were derived.
 HO0163
 HO0163_MARKER: DB = BENCH MARK DISK
 HO0163_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HO0163_SP_SET: STEP
 HO0163_STAMPING: H 13 1931
 HO0163_MARK LOGO: USGS
 HO0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0163
 HO0163  HISTORY     - Date     Condition        Report By
 HO0163  HISTORY     - 1931     MONUMENTED       USGS
 HO0163  HISTORY     - 1963     MARK NOT FOUND   CGS
 HO0163
 HO0163                          STATION DESCRIPTION
 HO0163
 HO0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0163'ORDERVILLE.
 HO0163'AT ORDERVILLE, KANE COUNTY, ON U.S. HIGHWAY 89, 12 FEET EAST OF THE
 HO0163'CHAMBERLAIN STORE, 15 FEET SOUTH OF THE NORTH END OF A CONCRETE STEP,
 HO0163'AND 34 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES
 HO0163'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 13 1931.  NOTE-- MR REHNON
 HO0163'D. NELSON, ENGINEER, UTAH STATE DEPT.  OF HIGHWAYS, REPORTS THAT WHERE
 HO0163'H 13 WAS LOCATED IS NOT IN THIS PROJECT (F-027-1(5), AND IS NOT IN
 HO0163'PLACE AND COULD GET NO INFORMATION ON IT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0188 ***********************************************************************
 HN0188  DESIGNATION -  H 13
 HN0188  PID         -  HN0188
 HN0188  STATE/COUNTY-  UT/KANE
 HN0188  COUNTRY     -  US
 HN0188  USGS QUAD   -  THE RINCON NE (2017)
 HN0188
 HN0188                         *CURRENT SURVEY CONTROL
 HN0188  ______________________________________________________________________
 HN0188* NAD 83(1986) POSITION- 37 29 59.     (N) 110 46 05.     (W)   SCALED
 HN0188* NAVD 88 ORTHO HEIGHT -  1084.753 (meters)     3558.89  (feet) POSTED
 HN0188  ______________________________________________________________________
 HN0188  GEOID HEIGHT    -        -22.382 (meters)                     GEOID18
 HN0188  DYNAMIC HEIGHT  -       1083.56  (meters)     3555.0   (feet) COMP
 HN0188  MODELED GRAVITY -    979,492.5   (mgal)                       NAVD 88
 HN0188
 HN0188  VERT ORDER      -  * POSTED, SEE BELOW
 HN0188
 HN0188.The horizontal coordinates were scaled from a map and have
 HN0188.an estimated accuracy of +/- 6 seconds.
 HN0188
 HN0188.The orthometric height was determined by differential leveling
 HN0188.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0188
 HN0188.* This is a POSTED BENCH MARK height.
 HN0188
 HN0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0188.GEOID18 height accuracy estimate available here.
 HN0188
 HN0188.Click photographs - Photos may exist for this station.
 HN0188
 HN0188.The dynamic height is computed by dividing the NAVD 88
 HN0188.geopotential number by the normal gravity value computed on the
 HN0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0188.degrees latitude (g = 980.6199 gals.).
 HN0188
 HN0188.The modeled gravity was interpolated from observed gravity values.
 HN0188
 HN0188;                    North         East    Units  Estimated Accuracy
 HN0188;SPC UT S     - 3,092,710.      564,720.      MT  (+/- 180 meters Scaled)
 HN0188
 HN0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG205503(NAD 83)
 HN0188
 HN0188                          SUPERSEDED SURVEY CONTROL
 HN0188
 HN0188  NGVD 29 (??/??/92) 1083.738  (m)         3555.56   (f) ADJ UNCH    1 2
 HN0188
 HN0188.Superseded values are not recommended for survey control.
 HN0188
 HN0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0188.See file dsdata.pdf to determine how the superseded data were derived.
 HN0188
 HN0188_MARKER: DB = BENCH MARK DISK
 HN0188_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HN0188_SP_SET: SLOPING WALL
 HN0188_STAMPING: H 13 1921
 HN0188_MARK LOGO: CGS
 HN0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0188
 HN0188  HISTORY     - Date     Condition        Report By
 HN0188  HISTORY     - 1921     MONUMENTED       CGS
 HN0188  HISTORY     - 1953     MARK NOT FOUND   USGS
 HN0188
 HN0188                          STATION DESCRIPTION
 HN0188
 HN0188'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0188'4.25 MI S FROM BAKER RANCH.
 HN0188'4-1/4 MILES SOUTH ALONG THE HALLS CROSSING ROAD FROM BAKER RANCH, KANE
 HN0188'COUNTY, 150 FEET UP A WASH FROM THE BANK OF HALL CREEK (THE ROAD
 HN0188'PASSES THROUGH THIS WASH IN MAKING AN ABRUPT ASCENT OVER SANDSTONE
 HN0188'FROM THE CREEK BOTTOM), IN THE SOUTH SLOPING WALL OF THE WASH, NEAR A
 HN0188'CAIRN, AND ABOUT 10 FEET HIGHER THAN THE BED OF THE WASH.  A STANDARD
 HN0188'DISK, STAMPED H 13 1921.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0280 ***********************************************************************
 JO0280  DESIGNATION -  H 130
 JO0280  PID         -  JO0280
 JO0280  STATE/COUNTY-  UT/MILLARD
 JO0280  COUNTRY     -  US
 JO0280  USGS QUAD   -  DOG VALLEY PEAK (2017)
 JO0280
 JO0280                         *CURRENT SURVEY CONTROL
 JO0280  ______________________________________________________________________
 JO0280* NAD 83(1986) POSITION- 38 44 27.     (N) 112 34 51.     (W)   SCALED
 JO0280* NAVD 88 ORTHO HEIGHT -  1534.737 (meters)     5035.22  (feet) ADJUSTED
 JO0280  ______________________________________________________________________
 JO0280  GEOID HEIGHT    -        -19.689 (meters)                     GEOID18
 JO0280  DYNAMIC HEIGHT  -       1533.187 (meters)     5030.13  (feet) COMP
 JO0280  MODELED GRAVITY -    979,564.5   (mgal)                       NAVD 88
 JO0280
 JO0280  VERT ORDER      -  SECOND    CLASS 0
 JO0280
 JO0280.The horizontal coordinates were scaled from a map and have
 JO0280.an estimated accuracy of +/- 6 seconds.
 JO0280
 JO0280.The orthometric height was determined by differential leveling and
 JO0280.adjusted by the NATIONAL GEODETIC SURVEY
 JO0280.in June 1991.
 JO0280
 JO0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0280.GEOID18 height accuracy estimate available here.
 JO0280
 JO0280.Click photographs - Photos may exist for this station.
 JO0280
 JO0280.The dynamic height is computed by dividing the NAVD 88
 JO0280.geopotential number by the normal gravity value computed on the
 JO0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0280.degrees latitude (g = 980.6199 gals.).
 JO0280
 JO0280.The modeled gravity was interpolated from observed gravity values.
 JO0280
 JO0280;                    North         East    Units  Estimated Accuracy
 JO0280;SPC UT C     - 2,045,810.      406,030.      MT  (+/- 180 meters Scaled)
 JO0280
 JO0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH626892(NAD 83)
 JO0280
 JO0280                          SUPERSEDED SURVEY CONTROL
 JO0280
 JO0280  NGVD 29 (??/??/92) 1533.620  (m)         5031.55   (f) ADJ UNCH    2 0
 JO0280
 JO0280.Superseded values are not recommended for survey control.
 JO0280
 JO0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0280.See file dsdata.pdf to determine how the superseded data were derived.
 JO0280
 JO0280_MARKER: DD = SURVEY DISK
 JO0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0280_STAMPING: 5032 H 130 1931
 JO0280_MARK LOGO: USGS
 JO0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0280+STABILITY: SURFACE MOTION
 JO0280
 JO0280  HISTORY     - Date     Condition        Report By
 JO0280  HISTORY     - 1931     MONUMENTED       USGS
 JO0280
 JO0280                          STATION DESCRIPTION
 JO0280
 JO0280'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 JO0280'9.1 MI SW FROM KANOSH.
 JO0280'ABOUT 9.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM KANOSH, MILLARD
 JO0280'COUNTY, ABOUT 120 FEET EAST OF A CULVERT, BETWEEN THE HIGHWAY AND AN
 JO0280'ABANDONED ROAD, ABOUT 70 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JO0280'HIGHWAY, AND 2 FEET NORTHWEST AND 9 FEET SOUTHWEST OF A FENCE CORNER.
 JO0280'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5032 H 130
 JO0280'1931 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0190 ***********************************************************************
 KN0190  DESIGNATION -  H 131
 KN0190  PID         -  KN0190
 KN0190  STATE/COUNTY-  UT/CARBON
 KN0190  COUNTRY     -  US
 KN0190  USGS QUAD   -  JUMP CREEK (2017)
 KN0190
 KN0190                         *CURRENT SURVEY CONTROL
 KN0190  ______________________________________________________________________
 KN0190* NAD 83(1986) POSITION- 39 38 05.     (N) 111 03 39.     (W)   SCALED
 KN0190* NAVD 88 ORTHO HEIGHT -  2199.804 (meters)     7217.19  (feet) ADJUSTED
 KN0190  ______________________________________________________________________
 KN0190  GEOID HEIGHT    -        -16.032 (meters)                     GEOID18
 KN0190  DYNAMIC HEIGHT  -       2197.440 (meters)     7209.43  (feet) COMP
 KN0190  MODELED GRAVITY -    979,472.7   (mgal)                       NAVD 88
 KN0190
 KN0190  VERT ORDER      -  SECOND    CLASS 0
 KN0190
 KN0190.The horizontal coordinates were scaled from a map and have
 KN0190.an estimated accuracy of +/- 6 seconds.
 KN0190
 KN0190.The orthometric height was determined by differential leveling and
 KN0190.adjusted by the NATIONAL GEODETIC SURVEY
 KN0190.in June 1991.
 KN0190
 KN0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0190.GEOID18 height accuracy estimate available here.
 KN0190
 KN0190.Click photographs - Photos may exist for this station.
 KN0190
 KN0190.The dynamic height is computed by dividing the NAVD 88
 KN0190.geopotential number by the normal gravity value computed on the
 KN0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0190.degrees latitude (g = 980.6199 gals.).
 KN0190
 KN0190.The modeled gravity was interpolated from observed gravity values.
 KN0190
 KN0190;                    North         East    Units  Estimated Accuracy
 KN0190;SPC UT C     - 2,144,570.      537,700.      MT  (+/- 180 meters Scaled)
 KN0190
 KN0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ947872(NAD 83)
 KN0190
 KN0190                          SUPERSEDED SURVEY CONTROL
 KN0190
 KN0190  NGVD 29 (??/??/92) 2198.562  (m)         7213.12   (f) ADJ UNCH    2 0
 KN0190
 KN0190.Superseded values are not recommended for survey control.
 KN0190
 KN0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0190.See file dsdata.pdf to determine how the superseded data were derived.
 KN0190
 KN0190_MARKER: DB = BENCH MARK DISK
 KN0190_SETTING: 66 = SET IN ROCK OUTCROP
 KN0190_STAMPING: H 131 1935
 KN0190_MARK LOGO: CGS
 KN0190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0190+STABILITY: POSITION/ELEVATION WELL
 KN0190
 KN0190  HISTORY     - Date     Condition        Report By
 KN0190  HISTORY     - 1935     MONUMENTED       CGS
 KN0190  HISTORY     - 1974     GOOD             USGS
 KN0190
 KN0190                          STATION DESCRIPTION
 KN0190
 KN0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0190'7.5 MI E FROM CLEAR CREEK.
 KN0190'ABOUT 7.5 MILES EAST ALONG A TRAIL LEADING TO OMANS RANCH FROM A
 KN0190'SCHOOL AT CLEAR CREEK, CARBON COUNTY, AT OMANS RANCH, ABOUT 125 FEET
 KN0190'WEST OF THE CENTER OF THE INTERSECTION OF A ROAD LEADING TO THE RANCH
 KN0190'HOUSE, 26 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 26 FEET NORTH OF
 KN0190'THE CENTER LINE OF THE TRAIL, AND IN THE TOP OF A SANDSTONE OUTCROP
 KN0190'SURROUNDED BY BOULDERS.  A STANDARD DISK, STAMPED H 131 1935.
 KN0190
 KN0190                          STATION RECOVERY (1974)
 KN0190
 KN0190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KN0190'CLEAR CREEK, 0.5 MI. S. AND 5.0 MI. E. OF. 9.0 MI. WEST ALONG STATE
 KN0190'HIGHWAY 139 (ROAD TO SWISHER MINE) FROM INTERSECTION WITH US HWYS 6
 KN0190'AND 50 NORTH OF PRICE, THENCE 4.5 MI. SW ALONG ROAD TO OLD RANCH
 KN0190'SITE. APPROXIMATELY 1000 FT. SOUTH OF 1/4 CORNER BETWEEN SECTION 5
 KN0190'AND 6, T 14S, R8W, 152 FT. SOUTH OF SE CORNER OF OLD LOG CABIN, AND
 KN0190'SET IN TOP OF A SANDSTONE OUTCROP SURROUNDED BY BOULDERS, A STANDARD
 KN0190'DISK, STAMPED H 131, 1935.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0292 ***********************************************************************
 MR0292  DESIGNATION -  H 132
 MR0292  PID         -  MR0292
 MR0292  STATE/COUNTY-  UT/SUMMIT
 MR0292  COUNTRY     -  US
 MR0292  USGS QUAD   -  WAHSATCH (2017)
 MR0292
 MR0292                         *CURRENT SURVEY CONTROL
 MR0292  ______________________________________________________________________
 MR0292* NAD 83(1986) POSITION- 41 12 40.     (N) 111 05 50.     (W)   SCALED
 MR0292* NAVD 88 ORTHO HEIGHT -  2067.838 (meters)     6784.23  (feet) ADJUSTED
 MR0292  ______________________________________________________________________
 MR0292  GEOID HEIGHT    -        -15.331 (meters)                     GEOID18
 MR0292  DYNAMIC HEIGHT  -       2065.926 (meters)     6777.96  (feet) COMP
 MR0292  MODELED GRAVITY -    979,625.8   (mgal)                       NAVD 88
 MR0292
 MR0292  VERT ORDER      -  FIRST     CLASS II
 MR0292
 MR0292.The horizontal coordinates were scaled from a map and have
 MR0292.an estimated accuracy of +/- 6 seconds.
 MR0292
 MR0292.The orthometric height was determined by differential leveling and
 MR0292.adjusted by the NATIONAL GEODETIC SURVEY
 MR0292.in June 1991.
 MR0292
 MR0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0292.GEOID18 height accuracy estimate available here.
 MR0292
 MR0292.Click photographs - Photos may exist for this station.
 MR0292
 MR0292.The dynamic height is computed by dividing the NAVD 88
 MR0292.geopotential number by the normal gravity value computed on the
 MR0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0292.degrees latitude (g = 980.6199 gals.).
 MR0292
 MR0292.The modeled gravity was interpolated from observed gravity values.
 MR0292
 MR0292;                    North         East    Units  Estimated Accuracy
 MR0292;SPC UT N     - 1,097,560.      533,780.      MT  (+/- 180 meters Scaled)
 MR0292
 MR0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL918621(NAD 83)
 MR0292
 MR0292                          SUPERSEDED SURVEY CONTROL
 MR0292
 MR0292  NGVD 29 (??/??/92) 2066.396  (m)         6779.50   (f) SUPERSEDED  1 2
 MR0292  NGVD 29 (06/08/92) 2066.547  (m)         6780.00   (f) ADJUSTED    1 2
 MR0292
 MR0292.Superseded values are not recommended for survey control.
 MR0292
 MR0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0292.See file dsdata.pdf to determine how the superseded data were derived.
 MR0292
 MR0292_MARKER: DB = BENCH MARK DISK
 MR0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0292_STAMPING: H 132 1958
 MR0292_MARK LOGO: CGS
 MR0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0292+STABILITY: SURFACE MOTION
 MR0292
 MR0292  HISTORY     - Date     Condition        Report By
 MR0292  HISTORY     - 1958     MONUMENTED       CGS
 MR0292  HISTORY     - 1983     GOOD             NGS
 MR0292
 MR0292                          STATION DESCRIPTION
 MR0292
 MR0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0292'0.6 MI NE FROM WAHSATCH.
 MR0292'ABOUT 0.6 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0292'STATION AT WAHSATCH, 75 FEET NORTH-NORTHEAST OF MILEPOST 927, 91 FEET
 MR0292'EAST OF THE EAST RAIL, 2 FEET EAST OF THE RIGHT OF WAY FENCE, 58 FEET
 MR0292'WEST OF THE CENTER LINE OF OLD HIGHWAY 30S, ABOUT 10 FEET BELOW THE
 MR0292'LEVEL OF THE TRACKS, ABOUT LEVEL WITH THE OLD HIGHWAY, 2 FEET SOUTH OF
 MR0292'A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 MR0292'INCHES.
 MR0292
 MR0292                          STATION RECOVERY (1983)
 MR0292
 MR0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0292'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0039 ***********************************************************************
 JO0039  DESIGNATION -  H 132
 JO0039  PID         -  JO0039
 JO0039  STATE/COUNTY-  UT/MILLARD
 JO0039  COUNTRY     -  US
 JO0039  USGS QUAD   -  KANOSH (2017)
 JO0039
 JO0039                         *CURRENT SURVEY CONTROL
 JO0039  ______________________________________________________________________
 JO0039* NAD 83(1986) POSITION- 38 46 59.     (N) 112 29 28.     (W)   SCALED
 JO0039* NAVD 88 ORTHO HEIGHT -  1534.922 (meters)     5035.82  (feet) ADJUSTED
 JO0039  ______________________________________________________________________
 JO0039  GEOID HEIGHT    -        -19.363 (meters)                     GEOID18
 JO0039  DYNAMIC HEIGHT  -       1533.394 (meters)     5030.81  (feet) COMP
 JO0039  MODELED GRAVITY -    979,578.4   (mgal)                       NAVD 88
 JO0039
 JO0039  VERT ORDER      -  SECOND    CLASS 0
 JO0039
 JO0039.The horizontal coordinates were scaled from a map and have
 JO0039.an estimated accuracy of +/- 6 seconds.
 JO0039
 JO0039.The orthometric height was determined by differential leveling and
 JO0039.adjusted by the NATIONAL GEODETIC SURVEY
 JO0039.in June 1991.
 JO0039
 JO0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0039.GEOID18 height accuracy estimate available here.
 JO0039
 JO0039.Click photographs - Photos may exist for this station.
 JO0039
 JO0039.The dynamic height is computed by dividing the NAVD 88
 JO0039.geopotential number by the normal gravity value computed on the
 JO0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0039.degrees latitude (g = 980.6199 gals.).
 JO0039
 JO0039.The modeled gravity was interpolated from observed gravity values.
 JO0039
 JO0039;                    North         East    Units  Estimated Accuracy
 JO0039;SPC UT C     - 2,050,410.      413,880.      MT  (+/- 180 meters Scaled)
 JO0039
 JO0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH704937(NAD 83)
 JO0039
 JO0039                          SUPERSEDED SURVEY CONTROL
 JO0039
 JO0039  NGVD 29 (??/??/92) 1533.819  (m)         5032.20   (f) ADJ UNCH    2 0
 JO0039
 JO0039.Superseded values are not recommended for survey control.
 JO0039
 JO0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0039.See file dsdata.pdf to determine how the superseded data were derived.
 JO0039
 JO0039_MARKER: DB = BENCH MARK DISK
 JO0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0039_STAMPING: 5032 H 132 1931
 JO0039_MARK LOGO: USGS
 JO0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0039+STABILITY: SURFACE MOTION
 JO0039
 JO0039  HISTORY     - Date     Condition        Report By
 JO0039  HISTORY     - 1931     MONUMENTED       USGS
 JO0039
 JO0039                          STATION DESCRIPTION
 JO0039
 JO0039'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 JO0039'3.1 MI SW FROM KANOSH.
 JO0039'ABOUT 3.1 MILES SOUTHWEST ALONG THE OLD HIGHWAY FROM KANOSH, MILLARD
 JO0039'COUNTY, AT THE TOP OF A GRADE, 25 FEET NORTH OF THE CENTER LINE OF THE
 JO0039'OLD HIGHWAY, AND 3.3 FEET SOUTH OF A FENCE.  A UNITED STATES
 JO0039'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5032 H 132 1931 AND SET IN
 JO0039'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0042 ***********************************************************************
 JO0042  DESIGNATION -  H 133
 JO0042  PID         -  JO0042
 JO0042  STATE/COUNTY-  UT/MILLARD
 JO0042  COUNTRY     -  US
 JO0042  USGS QUAD   -  KANOSH (2017)
 JO0042
 JO0042                         *CURRENT SURVEY CONTROL
 JO0042  ______________________________________________________________________
 JO0042* NAD 83(1986) POSITION- 38 48 05.69   (N) 112 26 14.84   (W)   HD_HELD1
 JO0042* NAVD 88 ORTHO HEIGHT -  1529.798 (meters)     5019.01  (feet) ADJUSTED
 JO0042  ______________________________________________________________________
 JO0042  GEOID HEIGHT    -        -19.158 (meters)                     GEOID18
 JO0042  DYNAMIC HEIGHT  -       1528.284 (meters)     5014.05  (feet) COMP
 JO0042  MODELED GRAVITY -    979,584.5   (mgal)                       NAVD 88
 JO0042
 JO0042  VERT ORDER      -  SECOND    CLASS 0
 JO0042
 JO0042.The horizontal coordinates were determined by differentially corrected
 JO0042.hand held GPS observations or other comparable positioning techniques
 JO0042.and have an estimated accuracy of +/- 3 meters.
 JO0042
 JO0042.The orthometric height was determined by differential leveling and
 JO0042.adjusted by the NATIONAL GEODETIC SURVEY
 JO0042.in June 1991.
 JO0042
 JO0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0042.GEOID18 height accuracy estimate available here.
 JO0042
 JO0042.Click photographs - Photos may exist for this station.
 JO0042
 JO0042.The dynamic height is computed by dividing the NAVD 88
 JO0042.geopotential number by the normal gravity value computed on the
 JO0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0042.degrees latitude (g = 980.6199 gals.).
 JO0042
 JO0042.The modeled gravity was interpolated from observed gravity values.
 JO0042
 JO0042;                    North         East    Units  Estimated Accuracy
 JO0042;SPC UT C     - 2,052,413.1     418,561.9     MT  (+/- 3 meters HH1 GPS) 
 JO0042
 JO0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH7517895739(NAD 83)
 JO0042
 JO0042                          SUPERSEDED SURVEY CONTROL
 JO0042
 JO0042  NGVD 29 (??/??/92) 1528.696  (m)         5015.40   (f) ADJ UNCH    2 0
 JO0042
 JO0042.Superseded values are not recommended for survey control.
 JO0042
 JO0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0042.See file dsdata.pdf to determine how the superseded data were derived.
 JO0042
 JO0042_MARKER: DB = BENCH MARK DISK
 JO0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0042_STAMPING: 5016 H 133 1931
 JO0042_MARK LOGO: USGS
 JO0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0042+STABILITY: SURFACE MOTION
 JO0042
 JO0042  HISTORY     - Date     Condition        Report By
 JO0042  HISTORY     - 1931     MONUMENTED       USGS
 JO0042
 JO0042                          STATION DESCRIPTION
 JO0042
 JO0042'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 JO0042'IN KANOSH.
 JO0042'AT KANOSH, MILLARD COUNTY, JUST NORTH OF THE MEETING HOUSE, IN THE
 JO0042'SOUTHWEST CORNER OF THE YARD TO A STONE HOUSE OWNED AND OCCUPIED BY
 JO0042'G.A. GEORGE, 72 FEET EAST OF U.S. HIGHWAY 91, 71 FEET NORTH OF THE
 JO0042'CENTER OF A CROSS ROAD, AND 4 FEET EAST AND 4 FEET NORTH OF A FENCE
 JO0042'CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5016
 JO0042'H 133 1931 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0383 ***********************************************************************
 MR0383  DESIGNATION -  H 134
 MR0383  PID         -  MR0383
 MR0383  STATE/COUNTY-  UT/WEBER
 MR0383  COUNTRY     -  US
 MR0383  USGS QUAD   -  OGDEN (2017)
 MR0383
 MR0383                         *CURRENT SURVEY CONTROL
 MR0383  ______________________________________________________________________
 MR0383* NAD 83(1986) POSITION- 41 09 03.     (N) 111 57 46.     (W)   SCALED
 MR0383* NAVD 88 ORTHO HEIGHT -  1357.930 (meters)     4455.14  (feet) POSTED
 MR0383  ______________________________________________________________________
 MR0383  GEOID HEIGHT    -        -16.692 (meters)                     GEOID18
 MR0383  DYNAMIC HEIGHT  -       1356.87  (meters)     4451.7   (feet) COMP
 MR0383  MODELED GRAVITY -    979,795.7   (mgal)                       NAVD 88
 MR0383
 MR0383  VERT ORDER      -  * POSTED, SEE BELOW
 MR0383
 MR0383.The horizontal coordinates were scaled from a map and have
 MR0383.an estimated accuracy of +/- 6 seconds.
 MR0383
 MR0383.The orthometric height was determined by differential leveling
 MR0383.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MR0383
 MR0383.* This is a POSTED BENCH MARK height.
 MR0383
 MR0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0383.GEOID18 height accuracy estimate available here.
 MR0383
 MR0383.Click photographs - Photos may exist for this station.
 MR0383
 MR0383.The dynamic height is computed by dividing the NAVD 88
 MR0383.geopotential number by the normal gravity value computed on the
 MR0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0383.degrees latitude (g = 980.6199 gals.).
 MR0383
 MR0383.The modeled gravity was interpolated from observed gravity values.
 MR0383
 MR0383;                    North         East    Units  Estimated Accuracy
 MR0383;SPC UT N     - 1,090,890.      461,160.      MT  (+/- 180 meters Scaled)
 MR0383
 MR0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL192559(NAD 83)
 MR0383
 MR0383                          SUPERSEDED SURVEY CONTROL
 MR0383
 MR0383  NGVD 29 (??/??/92) 1356.863  (m)         4451.64   (f) ADJ UNCH    1 2
 MR0383
 MR0383.Superseded values are not recommended for survey control.
 MR0383
 MR0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0383.See file dsdata.pdf to determine how the superseded data were derived.
 MR0383
 MR0383_MARKER: DB = BENCH MARK DISK
 MR0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0383_STAMPING: H 134 1958
 MR0383_MARK LOGO: CGS
 MR0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0383+STABILITY: SURFACE MOTION
 MR0383
 MR0383  HISTORY     - Date     Condition        Report By
 MR0383  HISTORY     - 1958     MONUMENTED       CGS
 MR0383  HISTORY     - 1974     MARK NOT FOUND   USGS
 MR0383  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0383  HISTORY     - 20050708 MARK NOT FOUND   GEOCAC
 MR0383
 MR0383                          STATION DESCRIPTION
 MR0383
 MR0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0383'6.2 MI S FROM OGDEN.
 MR0383'ABOUT 6.2 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0383'STATION AT OGDEN, 0.5 MILE WEST OF MILE POST 986, 81 FEET EAST OF A
 MR0383'TELEPHONE POLE, 21 FEET NORTH OF THE NEAR RAIL, 3 FEET NORTHEAST OF A
 MR0383'FENCE POST AT THE EAST END OF A WARNING FENCE, 2 FEET WEST OF A METAL
 MR0383'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 MR0383
 MR0383                          STATION RECOVERY (1974)
 MR0383
 MR0383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MR0383'MARK NOT FOUND.
 MR0383
 MR0383                          STATION RECOVERY (1983)
 MR0383
 MR0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0383'THERE HAS BEEN EXTENSIVE GRADING AT THIS LOCATION.
 MR0383
 MR0383                          STATION RECOVERY (2005)
 MR0383
 MR0383'RECOVERY NOTE BY GEOCACHING 2005 (SE)
 MR0383'AS THE DESCRIPTION STATES, THIS AREA HAS BEEN GRADED. I COULD NOT FIND
 MR0383'A WITNESS POST NOR THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0045 ***********************************************************************
 JO0045  DESIGNATION -  H 134
 JO0045  PID         -  JO0045
 JO0045  STATE/COUNTY-  UT/MILLARD
 JO0045  COUNTRY     -  US
 JO0045  USGS QUAD   -  KANOSH (2017)
 JO0045
 JO0045                         *CURRENT SURVEY CONTROL
 JO0045  ______________________________________________________________________
 JO0045* NAD 83(1994) POSITION- 38 50 25.28619(N) 112 25 35.34174(W)   ADJUSTED
 JO0045* NAVD 88 ORTHO HEIGHT -  1481.006 (meters)     4858.93  (feet) ADJUSTED
 JO0045  ______________________________________________________________________
 JO0045  GEOID HEIGHT    -        -19.145 (meters)                     GEOID18
 JO0045  LAPLACE CORR    -          9.38  (seconds)                    DEFLEC18
 JO0045  DYNAMIC HEIGHT  -       1479.560 (meters)     4854.19  (feet) COMP
 JO0045  MODELED GRAVITY -    979,599.6   (mgal)                       NAVD 88
 JO0045
 JO0045  HORZ ORDER      -  SECOND
 JO0045  VERT ORDER      -  SECOND    CLASS 0
 JO0045
 JO0045.The horizontal coordinates were established by classical geodetic methods
 JO0045.and adjusted by the National Geodetic Survey in November 1997.
 JO0045
 JO0045.The orthometric height was determined by differential leveling and
 JO0045.adjusted by the NATIONAL GEODETIC SURVEY
 JO0045.in June 1991.
 JO0045
 JO0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0045.GEOID18 height accuracy estimate available here.
 JO0045
 JO0045.Click photographs - Photos may exist for this station.
 JO0045
 JO0045.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0045
 JO0045.The dynamic height is computed by dividing the NAVD 88
 JO0045.geopotential number by the normal gravity value computed on the
 JO0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0045.degrees latitude (g = 980.6199 gals.).
 JO0045
 JO0045.The modeled gravity was interpolated from observed gravity values.
 JO0045
 JO0045. The following values were computed from the NAD 83(1994) position.
 JO0045
 JO0045;                    North         East     Units Scale Factor Converg.
 JO0045;SPC UT C     - 2,056,707.840   419,559.564   MT  1.00004817   -0 35 36.5
 JO0045;SPC UT C     - 6,747,715.64  1,376,505.00   sFT  1.00004817   -0 35 36.5
 JO0045;UTM  12      - 4,300,027.739   376,198.416   MT  0.99978873   -0 53 41.1
 JO0045
 JO0045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0045!SPC UT C     -   0.99977069  x   1.00004817  =   0.99981885
 JO0045!UTM  12      -   0.99977069  x   0.99978873  =   0.99955947
 JO0045
 JO0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ7619800027(NAD 83)
 JO0045
 JO0045                          SUPERSEDED SURVEY CONTROL
 JO0045
 JO0045  NAD 83(1986)-  38 50 25.28064(N)    112 25 35.33481(W) AD(       ) 2
 JO0045  NAD 27      -  38 50 25.40400(N)    112 25 32.55400(W) AD(       ) 2
 JO0045  NGVD 29 (??/??/92) 1479.928  (m)         4855.40   (f) ADJ UNCH    2 0
 JO0045  NGVD 29            1479.93   (m)         4855.4    (f) LEVELING    3  
 JO0045
 JO0045.Superseded values are not recommended for survey control.
 JO0045
 JO0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0045.See file dsdata.pdf to determine how the superseded data were derived.
 JO0045
 JO0045_MARKER: DD = SURVEY DISK
 JO0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0045_STAMPING: 4856 H 134 1931
 JO0045_MARK LOGO: USGS
 JO0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0045+STABILITY: SURFACE MOTION
 JO0045
 JO0045  HISTORY     - Date     Condition        Report By
 JO0045  HISTORY     - 1931     MONUMENTED       USGS
 JO0045  HISTORY     - 1947     GOOD             USGS
 JO0045
 JO0045                          STATION DESCRIPTION
 JO0045
 JO0045'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 JO0045'2.8 MI N FROM KANOSH.
 JO0045'ABOUT 2.8 MILES NORTH ALONG U.S. HIGHWAY 91 FROM KANOSH, MILLARD
 JO0045'COUNTY, 133 FEET NORTH OF T-ROAD LEADING WEST, 36 FEET WEST OF THE
 JO0045'CENTER LINE OF THE HIGHWAY, AND 10 FEET NORTH AND 1 FOOT WEST OF A
 JO0045'FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 JO0045'STAMPED 4856 H 134 1931 AND SET IN THE TOP OF A CONCRETE POST.
 JO0045
 JO0045                          STATION RECOVERY (1947)
 JO0045
 JO0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 JO0045'THE STATION HATTON IS LOCATED 3.3 MILES SOUTH OF MEADOW AND 3.0
 JO0045'MILES NORTH OF KANOSH AT THE JUNCTION OF THE HATTON ROAD
 JO0045'AND U.S. HIGHWAY 91.
 JO0045'
 JO0045'THE STATION MARK IS AN U.S.G.S. B.M. H-134, SET 31 FEET WEST
 JO0045'OF THE CENTERLINE OF U.S. HIGHWAY 91, 1 FOOT WEST OF A WIRE
 JO0045'FENCE, PROJECTS 8 INCHES, IS SAME ELEVATION AS THE STATION
 JO0045'MARK AND IS STAMPED, H-134 4856 1931.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0355 ***********************************************************************
 MR0355  DESIGNATION -  H 135
 MR0355  PID         -  MR0355
 MR0355  STATE/COUNTY-  UT/MORGAN
 MR0355  COUNTRY     -  US
 MR0355  USGS QUAD   -  MORGAN (2017)
 MR0355
 MR0355                         *CURRENT SURVEY CONTROL
 MR0355  ______________________________________________________________________
 MR0355* NAD 83(1986) POSITION- 41 02 39.     (N) 111 39 13.     (W)   SCALED
 MR0355* NAVD 88 ORTHO HEIGHT -  1553.170 (meters)     5095.69  (feet) ADJUSTED
 MR0355  ______________________________________________________________________
 MR0355  GEOID HEIGHT    -        -16.109 (meters)                     GEOID18
 MR0355  DYNAMIC HEIGHT  -       1551.877 (meters)     5091.45  (feet) COMP
 MR0355  MODELED GRAVITY -    979,737.4   (mgal)                       NAVD 88
 MR0355
 MR0355  VERT ORDER      -  FIRST     CLASS II
 MR0355
 MR0355.The horizontal coordinates were scaled from a map and have
 MR0355.an estimated accuracy of +/- 6 seconds.
 MR0355
 MR0355.The orthometric height was determined by differential leveling and
 MR0355.adjusted by the NATIONAL GEODETIC SURVEY
 MR0355.in June 1991.
 MR0355
 MR0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0355.GEOID18 height accuracy estimate available here.
 MR0355
 MR0355.Click photographs - Photos may exist for this station.
 MR0355
 MR0355.The dynamic height is computed by dividing the NAVD 88
 MR0355.geopotential number by the normal gravity value computed on the
 MR0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0355.degrees latitude (g = 980.6199 gals.).
 MR0355
 MR0355.The modeled gravity was interpolated from observed gravity values.
 MR0355
 MR0355;                    North         East    Units  Estimated Accuracy
 MR0355;SPC UT N     - 1,078,950.      487,090.      MT  (+/- 180 meters Scaled)
 MR0355
 MR0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL450438(NAD 83)
 MR0355
 MR0355                          SUPERSEDED SURVEY CONTROL
 MR0355
 MR0355  NGVD 29 (??/??/92) 1551.996  (m)         5091.84   (f) SUPERSEDED  1 2
 MR0355  NGVD 29 (06/08/92) 1552.064  (m)         5092.06   (f) ADJUSTED    1 2
 MR0355
 MR0355.Superseded values are not recommended for survey control.
 MR0355
 MR0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0355.See file dsdata.pdf to determine how the superseded data were derived.
 MR0355
 MR0355_MARKER: DB = BENCH MARK DISK
 MR0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0355_STAMPING: H 135 1958
 MR0355_MARK LOGO: CGS
 MR0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0355+STABILITY: SURFACE MOTION
 MR0355
 MR0355  HISTORY     - Date     Condition        Report By
 MR0355  HISTORY     - 1958     MONUMENTED       CGS
 MR0355  HISTORY     - 1983     GOOD             NGS
 MR0355
 MR0355                          STATION DESCRIPTION
 MR0355
 MR0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0355'1.0 MI E FROM MORGAN.
 MR0355'ABOUT 1.0 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0355'AT MORGAN, 21 1/2 FEET NORTHEAST OF THE FIRST TELEPHONE POLE SOUTHWEST
 MR0355'OF MILE POST 967, 73 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD
 MR0355'CROSSING, 23 FEET SOUTHEAST OF THE NEAR RAIL, IN LINE WITH THE
 MR0355'TELEPHONE POLES, 2 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE, 2 FEET
 MR0355'SOUTHWEST OF A METAL WITNESS POST, ABOUT 7 FEET BELOW THE TRACK, AND
 MR0355'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 MR0355
 MR0355                          STATION RECOVERY (1983)
 MR0355
 MR0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0355'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0049 ***********************************************************************
 JO0049  DESIGNATION -  H 135
 JO0049  PID         -  JO0049
 JO0049  STATE/COUNTY-  UT/MILLARD
 JO0049  COUNTRY     -  US
 JO0049  USGS QUAD   -  MEADOW (2017)
 JO0049
 JO0049                         *CURRENT SURVEY CONTROL
 JO0049  ______________________________________________________________________
 JO0049* NAD 83(1986) POSITION- 38 52 37.     (N) 112 24 45.     (W)   SCALED
 JO0049* NAVD 88 ORTHO HEIGHT -  1470.834 (meters)     4825.56  (feet) ADJUSTED
 JO0049  ______________________________________________________________________
 JO0049  GEOID HEIGHT    -        -19.105 (meters)                     GEOID18
 JO0049  DYNAMIC HEIGHT  -       1469.403 (meters)     4820.87  (feet) COMP
 JO0049  MODELED GRAVITY -    979,603.3   (mgal)                       NAVD 88
 JO0049
 JO0049  VERT ORDER      -  SECOND    CLASS 0
 JO0049
 JO0049.The horizontal coordinates were scaled from a map and have
 JO0049.an estimated accuracy of +/- 6 seconds.
 JO0049
 JO0049.The orthometric height was determined by differential leveling and
 JO0049.adjusted by the NATIONAL GEODETIC SURVEY
 JO0049.in June 1991.
 JO0049
 JO0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0049.GEOID18 height accuracy estimate available here.
 JO0049
 JO0049.Click photographs - Photos may exist for this station.
 JO0049
 JO0049.The dynamic height is computed by dividing the NAVD 88
 JO0049.geopotential number by the normal gravity value computed on the
 JO0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0049.degrees latitude (g = 980.6199 gals.).
 JO0049
 JO0049.The modeled gravity was interpolated from observed gravity values.
 JO0049
 JO0049;                    North         East    Units  Estimated Accuracy
 JO0049;SPC UT C     - 2,060,760.      420,820.      MT  (+/- 180 meters Scaled)
 JO0049
 JO0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ774040(NAD 83)
 JO0049
 JO0049                          SUPERSEDED SURVEY CONTROL
 JO0049
 JO0049  NGVD 29 (??/??/92) 1469.757  (m)         4822.03   (f) ADJ UNCH    2 0
 JO0049
 JO0049.Superseded values are not recommended for survey control.
 JO0049
 JO0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0049.See file dsdata.pdf to determine how the superseded data were derived.
 JO0049
 JO0049_MARKER: DD = SURVEY DISK
 JO0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0049_STAMPING: 4822 H 135 1931
 JO0049_MARK LOGO: USGS
 JO0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0049+STABILITY: SURFACE MOTION
 JO0049
 JO0049  HISTORY     - Date     Condition        Report By
 JO0049  HISTORY     - 1931     MONUMENTED       USGS
 JO0049
 JO0049                          STATION DESCRIPTION
 JO0049
 JO0049'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 JO0049'0.6 MI S FROM MEADOW.
 JO0049'ABOUT 0.6 MILE SOUTH ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE AT
 JO0049'MEADOW, MILLARD COUNTY, ABOUT 100 FEET NORTH OF A T-ROAD LEADING EAST,
 JO0049'63 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 3 FEET WEST OF A
 JO0049'FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4822
 JO0049'H 135 1931 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0321 ***********************************************************************
 MR0321  DESIGNATION -  H 136
 MR0321  PID         -  MR0321
 MR0321  STATE/COUNTY-  UT/SUMMIT
 MR0321  COUNTRY     -  US
 MR0321  USGS QUAD   -  HEINERS CREEK (2017)
 MR0321
 MR0321                         *CURRENT SURVEY CONTROL
 MR0321  ______________________________________________________________________
 MR0321* NAD 83(1986) POSITION- 41 01 35.     (N) 111 21 07.     (W)   SCALED
 MR0321* NAVD 88 ORTHO HEIGHT -  1770.520 (meters)     5808.78  (feet) ADJUSTED
 MR0321  ______________________________________________________________________
 MR0321  GEOID HEIGHT    -        -15.812 (meters)                     GEOID18
 MR0321  DYNAMIC HEIGHT  -       1768.927 (meters)     5803.55  (feet) COMP
 MR0321  MODELED GRAVITY -    979,662.3   (mgal)                       NAVD 88
 MR0321
 MR0321  VERT ORDER      -  FIRST     CLASS II
 MR0321
 MR0321.The horizontal coordinates were scaled from a map and have
 MR0321.an estimated accuracy of +/- 6 seconds.
 MR0321
 MR0321.The orthometric height was determined by differential leveling and
 MR0321.adjusted by the NATIONAL GEODETIC SURVEY
 MR0321.in June 1991.
 MR0321
 MR0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0321.GEOID18 height accuracy estimate available here.
 MR0321
 MR0321.Click photographs - Photos may exist for this station.
 MR0321
 MR0321.The dynamic height is computed by dividing the NAVD 88
 MR0321.geopotential number by the normal gravity value computed on the
 MR0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0321.degrees latitude (g = 980.6199 gals.).
 MR0321
 MR0321.The modeled gravity was interpolated from observed gravity values.
 MR0321
 MR0321;                    North         East    Units  Estimated Accuracy
 MR0321;SPC UT N     - 1,076,970.      512,450.      MT  (+/- 180 meters Scaled)
 MR0321
 MR0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL704417(NAD 83)
 MR0321
 MR0321                          SUPERSEDED SURVEY CONTROL
 MR0321
 MR0321  NGVD 29 (??/??/92) 1769.186  (m)         5804.40   (f) SUPERSEDED  1 2
 MR0321  NGVD 29 (06/08/92) 1769.297  (m)         5804.77   (f) ADJUSTED    1 2
 MR0321
 MR0321.Superseded values are not recommended for survey control.
 MR0321
 MR0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0321.See file dsdata.pdf to determine how the superseded data were derived.
 MR0321
 MR0321_MARKER: DB = BENCH MARK DISK
 MR0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0321_STAMPING: H 136 1958
 MR0321_MARK LOGO: CGS
 MR0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0321+STABILITY: SURFACE MOTION
 MR0321
 MR0321  HISTORY     - Date     Condition        Report By
 MR0321  HISTORY     - 1958     MONUMENTED       CGS
 MR0321  HISTORY     - 1983     GOOD             NGS
 MR0321
 MR0321                          STATION DESCRIPTION
 MR0321
 MR0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0321'6.45 MI NE FROM ECHO.
 MR0321'ABOUT 6.45 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0321'STATION AT ECHO, 9 TELEPHONE POLES SOUTHWEST OF MILE POST 946, AT THE
 MR0321'NORTHEAST END OF A CUT ON THE NORTHWEST SIDE OF U. S. HIGHWAY 30S, AT
 MR0321'THE FOOT OF A LARGE RED ROCK BLUFF, ABOUT 350 FEET NORTHWEST OF THE
 MR0321'NEAR RAIL, 99 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 17
 MR0321'FEET SOUTHWEST OF THE CENTER LINE OF A STEEL GATE, 1 1/2 FEET
 MR0321'SOUTHEAST OF A FENCE, 1 1/2 FEET SOUTHWEST OF A METAL WITNESS POST,
 MR0321'ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 MR0321'CONCRETE POST PROJECTING 8 INCHES.
 MR0321
 MR0321                          STATION RECOVERY (1983)
 MR0321
 MR0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0321'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0052 ***********************************************************************
 JO0052  DESIGNATION -  H 136
 JO0052  PID         -  JO0052
 JO0052  STATE/COUNTY-  UT/MILLARD
 JO0052  COUNTRY     -  US
 JO0052  USGS QUAD   -  MEADOW (2017)
 JO0052
 JO0052                         *CURRENT SURVEY CONTROL
 JO0052  ______________________________________________________________________
 JO0052* NAD 83(1986) POSITION- 38 54 09.     (N) 112 24 07.     (W)   SCALED
 JO0052* NAVD 88 ORTHO HEIGHT -  1482.167 (meters)     4862.74  (feet) ADJUSTED
 JO0052  ______________________________________________________________________
 JO0052  GEOID HEIGHT    -        -19.070 (meters)                     GEOID18
 JO0052  DYNAMIC HEIGHT  -       1480.727 (meters)     4858.02  (feet) COMP
 JO0052  MODELED GRAVITY -    979,604.0   (mgal)                       NAVD 88
 JO0052
 JO0052  VERT ORDER      -  SECOND    CLASS 0
 JO0052
 JO0052.The horizontal coordinates were scaled from a map and have
 JO0052.an estimated accuracy of +/- 6 seconds.
 JO0052
 JO0052.The orthometric height was determined by differential leveling and
 JO0052.adjusted by the NATIONAL GEODETIC SURVEY
 JO0052.in June 1991.
 JO0052
 JO0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0052.GEOID18 height accuracy estimate available here.
 JO0052
 JO0052.Click photographs - Photos may exist for this station.
 JO0052
 JO0052.The dynamic height is computed by dividing the NAVD 88
 JO0052.geopotential number by the normal gravity value computed on the
 JO0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0052.degrees latitude (g = 980.6199 gals.).
 JO0052
 JO0052.The modeled gravity was interpolated from observed gravity values.
 JO0052
 JO0052;                    North         East    Units  Estimated Accuracy
 JO0052;SPC UT C     - 2,063,590.      421,760.      MT  (+/- 180 meters Scaled)
 JO0052
 JO0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ784068(NAD 83)
 JO0052
 JO0052                          SUPERSEDED SURVEY CONTROL
 JO0052
 JO0052  NGVD 29 (??/??/92) 1481.085  (m)         4859.19   (f) ADJ UNCH    2 0
 JO0052
 JO0052.Superseded values are not recommended for survey control.
 JO0052
 JO0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0052.See file dsdata.pdf to determine how the superseded data were derived.
 JO0052
 JO0052_MARKER: DB = BENCH MARK DISK
 JO0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0052_STAMPING: 4859 H 136 1931
 JO0052_MARK LOGO: USGS
 JO0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0052+STABILITY: SURFACE MOTION
 JO0052
 JO0052  HISTORY     - Date     Condition        Report By
 JO0052  HISTORY     - 1931     MONUMENTED       USGS
 JO0052
 JO0052                          STATION DESCRIPTION
 JO0052
 JO0052'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 JO0052'1.3 MI NE FROM MEADOW.
 JO0052'ABOUT 1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE
 JO0052'AT MEADOW, MILLARD COUNTY, 102 FEET EAST OF A RIGHT ANGLE IN THE
 JO0052'FENCE, 31 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 8.5
 JO0052'FEET SOUTHWEST OF A POLE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JO0052'DISK, STAMPED 4859 H 136 1931 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0081 ***********************************************************************
 HO0081  DESIGNATION -  H 137
 HO0081  PID         -  HO0081
 HO0081  STATE/COUNTY-  UT/KANE
 HO0081  COUNTRY     -  US
 HO0081  USGS QUAD   -  THOMPSON POINT (2017)
 HO0081
 HO0081                         *CURRENT SURVEY CONTROL
 HO0081  ______________________________________________________________________
 HO0081* NAD 83(1986) POSITION- 37 01 38.7    (N) 112 25 00.3    (W)   HD_HELD2
 HO0081* NAVD 88 ORTHO HEIGHT -  1589.888 (meters)     5216.16  (feet) ADJUSTED
 HO0081  ______________________________________________________________________
 HO0081  GEOID HEIGHT    -        -22.133 (meters)                     GEOID18
 HO0081  DYNAMIC HEIGHT  -       1588.039 (meters)     5210.09  (feet) COMP
 HO0081  MODELED GRAVITY -    979,412.0   (mgal)                       NAVD 88
 HO0081
 HO0081  VERT ORDER      -  FIRST     CLASS II
 HO0081
 HO0081.The horizontal coordinates were established by autonomous hand held GPS
 HO0081.observations and have an estimated accuracy of +/- 10 meters.
 HO0081
 HO0081.The orthometric height was determined by differential leveling and
 HO0081.adjusted by the NATIONAL GEODETIC SURVEY
 HO0081.in June 1991.
 HO0081
 HO0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0081.GEOID18 height accuracy estimate available here.
 HO0081
 HO0081.Click photographs - Photos may exist for this station.
 HO0081
 HO0081.The dynamic height is computed by dividing the NAVD 88
 HO0081.geopotential number by the normal gravity value computed on the
 HO0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0081.degrees latitude (g = 980.6199 gals.).
 HO0081
 HO0081.The modeled gravity was interpolated from observed gravity values.
 HO0081
 HO0081;                    North         East    Units  Estimated Accuracy
 HO0081;SPC UT S     - 3,040,437.      418,426.      MT  (+/- 10 meters HH2 GPS)
 HO0081
 HO0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF7398498852(NAD 83)
 HO0081
 HO0081                          SUPERSEDED SURVEY CONTROL
 HO0081
 HO0081  NGVD 29 (??/??/92) 1588.856  (m)         5212.77   (f) ADJ UNCH    1 2
 HO0081
 HO0081.Superseded values are not recommended for survey control.
 HO0081
 HO0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0081.See file dsdata.pdf to determine how the superseded data were derived.
 HO0081
 HO0081_MARKER: DB = BENCH MARK DISK
 HO0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0081_STAMPING: H 137 1962
 HO0081_MARK LOGO: CGS
 HO0081_PROJECTION: FLUSH
 HO0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0081+STABILITY: SURFACE MOTION
 HO0081
 HO0081  HISTORY     - Date     Condition        Report By
 HO0081  HISTORY     - 1962     MONUMENTED       CGS
 HO0081  HISTORY     - 1983     GOOD             NGS
 HO0081
 HO0081                          STATION DESCRIPTION
 HO0081
 HO0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0081'7.1 MI E FROM KANAB.
 HO0081'ABOUT 7.1 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY SAINTS
 HO0081'CHURCH AT KANAB, 0.25 MILE EAST OF THE JUNCTION OF THE HIGHWAY AND A
 HO0081'PRIVATE ROAD LEADING SOUTH, 93 FEET EAST-NORTHEAST OF A METAL TUBE
 HO0081'CULVERT, 2 FEET NORTH-NORTHWEST OF A FENCE, 76 FEET SOUTH OF AND
 HO0081'ACROSS THE HIGHWAY FROM A TELEPHONE POLE NUMBERED 3, 27 FEET
 HO0081'SOUTH-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET EAST OF A
 HO0081'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 HO0081'CONCRETE POST PROJECTING 4 INCHES.
 HO0081
 HO0081                          STATION RECOVERY (1983)
 HO0081
 HO0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0081'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.9 KM
 HO0081'(6.8 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0081'SAINTS IN KANAB, 0.45 KM (0.3 MI) EAST OF MILEPOST 58, 0.13 KM
 HO0081'(0.08 MI) WEST OF AN ACCESS ROAD TO THE OLD HIGHWAY GRADE, 51.5 METERS
 HO0081'(169 FT) NORTH OF THE HIGHWAY CENTERLINE, 28.0 METERS (92 FT) EAST OF
 HO0081'THE SOUTH END OF A 24-INCH CORRUGATED METAL PIPE CULVERT UNDER THE OLD
 HO0081'HIGHWAY, 8.2 METERS (27 FT) SOUTH OF AND 0.3 METER (1 FT) BELOW THE
 HO0081'OLD HIGHWAY, 20.9 METERS (68.5 FT) NORTH OF THE RIGHT OF WAY FENCE,
 HO0081'0.6 METER (2 FT) NORTH OF THE OLD SOUTH RIGHT OF WAY FENCE.
 HO0081'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 HO0081'THE MARK IS 1.2 M BELOW THE NEW HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0055 ***********************************************************************
 JO0055  DESIGNATION -  H 137
 JO0055  PID         -  JO0055
 JO0055  STATE/COUNTY-  UT/MILLARD
 JO0055  COUNTRY     -  US
 JO0055  USGS QUAD   -  FILLMORE (2017)
 JO0055
 JO0055                         *CURRENT SURVEY CONTROL
 JO0055  ______________________________________________________________________
 JO0055* NAD 83(1986) POSITION- 38 56 15.     (N) 112 21 34.     (W)   SCALED
 JO0055* NAVD 88 ORTHO HEIGHT -  1516.014 (meters)     4973.79  (feet) ADJUSTED
 JO0055  ______________________________________________________________________
 JO0055  GEOID HEIGHT    -        -18.894 (meters)                     GEOID18
 JO0055  DYNAMIC HEIGHT  -       1514.532 (meters)     4968.93  (feet) COMP
 JO0055  MODELED GRAVITY -    979,597.5   (mgal)                       NAVD 88
 JO0055
 JO0055  VERT ORDER      -  SECOND    CLASS 0
 JO0055
 JO0055.The horizontal coordinates were scaled from a map and have
 JO0055.an estimated accuracy of +/- 6 seconds.
 JO0055
 JO0055.The orthometric height was determined by differential leveling and
 JO0055.adjusted by the NATIONAL GEODETIC SURVEY
 JO0055.in June 1991.
 JO0055
 JO0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0055.GEOID18 height accuracy estimate available here.
 JO0055
 JO0055.Click photographs - Photos may exist for this station.
 JO0055
 JO0055.The dynamic height is computed by dividing the NAVD 88
 JO0055.geopotential number by the normal gravity value computed on the
 JO0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0055.degrees latitude (g = 980.6199 gals.).
 JO0055
 JO0055.The modeled gravity was interpolated from observed gravity values.
 JO0055
 JO0055;                    North         East    Units  Estimated Accuracy
 JO0055;SPC UT C     - 2,067,430.      425,480.      MT  (+/- 180 meters Scaled)
 JO0055
 JO0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ821107(NAD 83)
 JO0055
 JO0055                          SUPERSEDED SURVEY CONTROL
 JO0055
 JO0055  NGVD 29 (??/??/92) 1514.915  (m)         4970.18   (f) ADJ UNCH    2 0
 JO0055
 JO0055.Superseded values are not recommended for survey control.
 JO0055
 JO0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0055.See file dsdata.pdf to determine how the superseded data were derived.
 JO0055
 JO0055_MARKER: DB = BENCH MARK DISK
 JO0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0055_STAMPING: 4970 H 137 1931
 JO0055_MARK LOGO: USGS
 JO0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0055+STABILITY: SURFACE MOTION
 JO0055
 JO0055  HISTORY     - Date     Condition        Report By
 JO0055  HISTORY     - 1931     MONUMENTED       USGS
 JO0055
 JO0055                          STATION DESCRIPTION
 JO0055
 JO0055'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 JO0055'3.2 MI SW FROM FILLMORE.
 JO0055'ABOUT 3.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE COURTHOUSE AT
 JO0055'FILLMORE, MILLARD COUNTY, 20 FEET NORTH OF A T-ROAD LEADING WEST ALONG
 JO0055'A CANAL, 32 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 6
 JO0055'FEET NORTHEAST OF A POLE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JO0055'DISK, STAMPED 4970 H 137 1931 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0101 ***********************************************************************
 HO0101  DESIGNATION -  H 138
 HO0101  PID         -  HO0101
 HO0101  STATE/COUNTY-  UT/KANE
 HO0101  COUNTRY     -  US
 HO0101  USGS QUAD   -  PINE HOLLOW CANYON (2017)
 HO0101
 HO0101                         *CURRENT SURVEY CONTROL
 HO0101  ______________________________________________________________________
 HO0101* NAD 83(1986) POSITION- 37 06 55.2    (N) 112 06 44.3    (W)   HD_HELD2
 HO0101* NAVD 88 ORTHO HEIGHT -  1645.808 (meters)     5399.62  (feet) ADJUSTED
 HO0101  ______________________________________________________________________
 HO0101  GEOID HEIGHT    -        -22.158 (meters)                     GEOID18
 HO0101  DYNAMIC HEIGHT  -       1643.868 (meters)     5393.26  (feet) COMP
 HO0101  MODELED GRAVITY -    979,394.1   (mgal)                       NAVD 88
 HO0101
 HO0101  VERT ORDER      -  FIRST     CLASS II
 HO0101
 HO0101.The horizontal coordinates were established by autonomous hand held GPS
 HO0101.observations and have an estimated accuracy of +/- 10 meters.
 HO0101
 HO0101.The orthometric height was determined by differential leveling and
 HO0101.adjusted by the NATIONAL GEODETIC SURVEY
 HO0101.in June 1991.
 HO0101
 HO0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0101.GEOID18 height accuracy estimate available here.
 HO0101
 HO0101.Click photographs - Photos may exist for this station.
 HO0101
 HO0101.The dynamic height is computed by dividing the NAVD 88
 HO0101.geopotential number by the normal gravity value computed on the
 HO0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0101.degrees latitude (g = 980.6199 gals.).
 HO0101
 HO0101.The modeled gravity was interpolated from observed gravity values.
 HO0101
 HO0101;                    North         East    Units  Estimated Accuracy
 HO0101;SPC UT S     - 3,049,973.      445,579.      MT  (+/- 10 meters HH2 GPS)
 HO0101
 HO0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0117908245(NAD 83)
 HO0101
 HO0101                          SUPERSEDED SURVEY CONTROL
 HO0101
 HO0101  NGVD 29 (??/??/92) 1644.781  (m)         5396.25   (f) ADJ UNCH    1 2
 HO0101
 HO0101.Superseded values are not recommended for survey control.
 HO0101
 HO0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0101.See file dsdata.pdf to determine how the superseded data were derived.
 HO0101
 HO0101_MARKER: DB = BENCH MARK DISK
 HO0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0101_STAMPING: H 138 1962
 HO0101_MARK LOGO: CGS
 HO0101_PROJECTION: PROJECTING 20 CENTIMETERS
 HO0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0101+STABILITY: SURFACE MOTION
 HO0101
 HO0101  HISTORY     - Date     Condition        Report By
 HO0101  HISTORY     - 1962     MONUMENTED       CGS
 HO0101  HISTORY     - 1983     GOOD             NGS
 HO0101
 HO0101                          STATION DESCRIPTION
 HO0101
 HO0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0101'26.05 MI E FROM KANAB.
 HO0101'ABOUT 26.05 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY
 HO0101'SAINTS CHURCH AT KANAB, 0.3 MILE SOUTHWEST OF MILEPOST NUMBER 26, 238
 HO0101'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET SOUTHEAST OF
 HO0101'A FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET
 HO0101'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HO0101'PROJECTING 5 INCHES.
 HO0101
 HO0101                          STATION RECOVERY (1983)
 HO0101
 HO0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0101'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  40.95 KM
 HO0101'(25.65 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0101'SAINTS IN KANAB, 2.75 KM (1.7 MI) SOUTHWEST OF THE BRIDGE OVER THE
 HO0101'KITCHEN CORRAL WASH, 0.2 KM (0.1 MI) NORTHEAST OF MILEPOST 39, 72.5 KM
 HO0101'(238 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 63.7 METERS (209 FT)
 HO0101'WEST OF THE NORTH END OF A 30-INCH CORRUGATED METAL PIPE CULVERT,
 HO0101'27.0 METERS (88.5 FT) SOUTHWEST OF THE Y-JUNCTION OF TWO FENCE LINES,
 HO0101'0.45 METER (1.5 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 HO0101'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 HO0101'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0529 ***********************************************************************
 HN0529  DESIGNATION -  H 139
 HN0529  PID         -  HN0529
 HN0529  STATE/COUNTY-  UT/KANE
 HN0529  COUNTRY     -  US
 HN0529  USGS QUAD   -  BRIDGER POINT (2017)
 HN0529
 HN0529                         *CURRENT SURVEY CONTROL
 HN0529  ______________________________________________________________________
 HN0529* NAD 83(1986) POSITION- 37 06 21.2    (N) 111 50 22.9    (W)   HD_HELD2
 HN0529* NAVD 88 ORTHO HEIGHT -  1411.900 (meters)     4632.21  (feet) ADJUSTED
 HN0529  ______________________________________________________________________
 HN0529  GEOID HEIGHT    -        -22.810 (meters)                     GEOID18
 HN0529  DYNAMIC HEIGHT  -       1410.278 (meters)     4626.89  (feet) COMP
 HN0529  MODELED GRAVITY -    979,433.8   (mgal)                       NAVD 88
 HN0529
 HN0529  VERT ORDER      -  FIRST     CLASS II
 HN0529
 HN0529.The horizontal coordinates were established by autonomous hand held GPS
 HN0529.observations and have an estimated accuracy of +/- 10 meters.
 HN0529
 HN0529.The orthometric height was determined by differential leveling and
 HN0529.adjusted by the NATIONAL GEODETIC SURVEY
 HN0529.in June 1991.
 HN0529
 HN0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0529.GEOID18 height accuracy estimate available here.
 HN0529
 HN0529.Click photographs - Photos may exist for this station.
 HN0529
 HN0529.The dynamic height is computed by dividing the NAVD 88
 HN0529.geopotential number by the normal gravity value computed on the
 HN0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0529.degrees latitude (g = 980.6199 gals.).
 HN0529
 HN0529.The modeled gravity was interpolated from observed gravity values.
 HN0529
 HN0529;                    North         East    Units  Estimated Accuracy
 HN0529;SPC UT S     - 3,048,801.      469,805.      MT  (+/- 10 meters HH2 GPS)
 HN0529
 HN0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG2539006948(NAD 83)
 HN0529
 HN0529                          SUPERSEDED SURVEY CONTROL
 HN0529
 HN0529  NGVD 29 (??/??/92) 1410.949  (m)         4629.09   (f) ADJ UNCH    1 2
 HN0529
 HN0529.Superseded values are not recommended for survey control.
 HN0529
 HN0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0529.See file dsdata.pdf to determine how the superseded data were derived.
 HN0529
 HN0529_MARKER: DB = BENCH MARK DISK
 HN0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0529_STAMPING: H 139 1962
 HN0529_MARK LOGO: CGS
 HN0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0529+STABILITY: SURFACE MOTION
 HN0529
 HN0529  HISTORY     - Date     Condition        Report By
 HN0529  HISTORY     - 1962     MONUMENTED       CGS
 HN0529  HISTORY     - 1983     GOOD             NGS
 HN0529
 HN0529                          STATION DESCRIPTION
 HN0529
 HN0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0529'25.45 MI W FROM PAGE, AZ.
 HN0529'ABOUT 25.45 MILES WEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END OF
 HN0529'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.35 MILE EAST OF MILEPOST
 HN0529'NUMBER 47, 257 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 217 FEET
 HN0529'NORTH OF THE NORTH END OF A METAL CULVERT, 89 FEET SOUTH OF A POWER
 HN0529'LINE POLE, 2 FEET SOUTH OF A FENCE, 2.0 FEET NORTH OF A METAL WITNESS
 HN0529'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 HN0529'OF A CONCRETE POST PROJECTING 6 INCHES.
 HN0529
 HN0529                          STATION RECOVERY (1983)
 HN0529
 HN0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0529'RECOVERED IN GOOD CONDITION.  OMIT--0.35 MI EAST OF MILEPOST 47.
 HN0529'ADD--0.6 KM (0.4 MI) WEST OF MILEPOST 17.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0063 ***********************************************************************
 JO0063  DESIGNATION -  H 139
 JO0063  PID         -  JO0063
 JO0063  STATE/COUNTY-  UT/MILLARD
 JO0063  COUNTRY     -  US
 JO0063  USGS QUAD   -  FILLMORE (2017)
 JO0063
 JO0063                         *CURRENT SURVEY CONTROL
 JO0063  ______________________________________________________________________
 JO0063* NAD 83(1986) POSITION- 38 58 31.     (N) 112 19 26.     (W)   SCALED
 JO0063* NAVD 88 ORTHO HEIGHT -  1550.792 (meters)     5087.89  (feet) ADJUSTED
 JO0063  ______________________________________________________________________
 JO0063  GEOID HEIGHT    -        -18.743 (meters)                     GEOID18
 JO0063  DYNAMIC HEIGHT  -       1549.276 (meters)     5082.92  (feet) COMP
 JO0063  MODELED GRAVITY -    979,595.4   (mgal)                       NAVD 88
 JO0063
 JO0063  VERT ORDER      -  SECOND    CLASS 0
 JO0063
 JO0063.The horizontal coordinates were scaled from a map and have
 JO0063.an estimated accuracy of +/- 6 seconds.
 JO0063
 JO0063.The orthometric height was determined by differential leveling and
 JO0063.adjusted by the NATIONAL GEODETIC SURVEY
 JO0063.in June 1991.
 JO0063
 JO0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0063.GEOID18 height accuracy estimate available here.
 JO0063
 JO0063.Click photographs - Photos may exist for this station.
 JO0063
 JO0063.The dynamic height is computed by dividing the NAVD 88
 JO0063.geopotential number by the normal gravity value computed on the
 JO0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0063.degrees latitude (g = 980.6199 gals.).
 JO0063
 JO0063.The modeled gravity was interpolated from observed gravity values.
 JO0063
 JO0063;                    North         East    Units  Estimated Accuracy
 JO0063;SPC UT C     - 2,071,600.      428,610.      MT  (+/- 180 meters Scaled)
 JO0063
 JO0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ853148(NAD 83)
 JO0063
 JO0063                          SUPERSEDED SURVEY CONTROL
 JO0063
 JO0063  NGVD 29 (??/??/92) 1549.676  (m)         5084.23   (f) ADJ UNCH    2 0
 JO0063
 JO0063.Superseded values are not recommended for survey control.
 JO0063
 JO0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0063.See file dsdata.pdf to determine how the superseded data were derived.
 JO0063
 JO0063_MARKER: DD = SURVEY DISK
 JO0063_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JO0063_SP_SET: FLUME
 JO0063_STAMPING: H 139 5084 1931
 JO0063_MARK LOGO: USGS
 JO0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0063
 JO0063  HISTORY     - Date     Condition        Report By
 JO0063  HISTORY     - 1931     MONUMENTED       USGS
 JO0063  HISTORY     - 1934     GOOD             CGS
 JO0063
 JO0063                          STATION DESCRIPTION
 JO0063
 JO0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0063'0.5 MI N FROM FILLMORE.
 JO0063'AT THE NORTH EDGE OF FILLMORE, ABOUT 0.5 MILE NORTH OF THE COURTHOUSE,
 JO0063'35 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 91, AT A CONCRETE
 JO0063'FLUME, AND IN THE TOP OF AN ELBOW OF THE NORTH HEAD WALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0143 ***********************************************************************
 KM0143  DESIGNATION -  H 14
 KM0143  PID         -  KM0143
 KM0143  STATE/COUNTY-  UT/GRAND
 KM0143  COUNTRY     -  US
 KM0143  USGS QUAD   -  AGATE (2017)
 KM0143
 KM0143                         *CURRENT SURVEY CONTROL
 KM0143  ______________________________________________________________________
 KM0143* NAD 83(1986) POSITION- 39 02 42.     (N) 109 12 15.     (W)   SCALED
 KM0143* NAVD 88 ORTHO HEIGHT -  1348.664 (meters)     4424.74  (feet) POSTED
 KM0143  ______________________________________________________________________
 KM0143  GEOID HEIGHT    -        -18.622 (meters)                     GEOID18
 KM0143  DYNAMIC HEIGHT  -       1347.37  (meters)     4420.5   (feet) COMP
 KM0143  MODELED GRAVITY -    979,620.3   (mgal)                       NAVD 88
 KM0143
 KM0143  VERT ORDER      -  * POSTED, SEE BELOW
 KM0143
 KM0143.The horizontal coordinates were scaled from a map and have
 KM0143.an estimated accuracy of +/- 6 seconds.
 KM0143
 KM0143.The orthometric height was determined by differential leveling
 KM0143.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0143
 KM0143.* This is a POSTED BENCH MARK height.
 KM0143
 KM0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0143.GEOID18 height accuracy estimate available here.
 KM0143
 KM0143.Click photographs - Photos may exist for this station.
 KM0143
 KM0143.The dynamic height is computed by dividing the NAVD 88
 KM0143.geopotential number by the normal gravity value computed on the
 KM0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0143.degrees latitude (g = 980.6199 gals.).
 KM0143
 KM0143.The modeled gravity was interpolated from observed gravity values.
 KM0143
 KM0143;                    North         East    Units  Estimated Accuracy
 KM0143;SPC UT C     - 2,081,560.      698,730.      MT  (+/- 180 meters Scaled)
 KM0143
 KM0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ554233(NAD 83)
 KM0143
 KM0143                          SUPERSEDED SURVEY CONTROL
 KM0143
 KM0143  NGVD 29 (??/??/92) 1347.638  (m)         4421.38   (f) ADJ UNCH    1 2
 KM0143
 KM0143.Superseded values are not recommended for survey control.
 KM0143
 KM0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0143.See file dsdata.pdf to determine how the superseded data were derived.
 KM0143
 KM0143_MARKER: DB = BENCH MARK DISK
 KM0143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KM0143_SP_SET: ABUTMENT
 KM0143_STAMPING: 4421.376 H 14 1927
 KM0143_MARK LOGO: CGS
 KM0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0143
 KM0143  HISTORY     - Date     Condition        Report By
 KM0143  HISTORY     - 1927     MONUMENTED       CGS
 KM0143  HISTORY     - 1954     GOOD             CGS
 KM0143
 KM0143                          STATION DESCRIPTION
 KM0143
 KM0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KM0143'6.8 MI W FROM WESTWATER.
 KM0143'6.8 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KM0143'WESTWATER, GRAND COUNTY, AT BRIDGE 495-30, IN THE TOP OF THE EAST
 KM0143'ABUTMENT, AND 9 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 KM0143'DISK, STAMPED 4421.376 H 14 1927.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0499 ***********************************************************************
 LO0499  DESIGNATION -  H 14
 LO0499  PID         -  LO0499
 LO0499  STATE/COUNTY-  UT/UTAH
 LO0499  COUNTRY     -  US
 LO0499  USGS QUAD   -  OREM (2017)
 LO0499
 LO0499                         *CURRENT SURVEY CONTROL
 LO0499  ______________________________________________________________________
 LO0499* NAD 83(1986) POSITION- 40 16 57.     (N) 111 39 33.     (W)   SCALED
 LO0499* NAVD 88 ORTHO HEIGHT -  1431.486 (meters)     4696.47  (feet) ADJUSTED
 LO0499  ______________________________________________________________________
 LO0499  GEOID HEIGHT    -        -16.847 (meters)                     GEOID18
 LO0499  DYNAMIC HEIGHT  -       1430.250 (meters)     4692.41  (feet) COMP
 LO0499  MODELED GRAVITY -    979,712.7   (mgal)                       NAVD 88
 LO0499
 LO0499  VERT ORDER      -  SECOND    CLASS 0
 LO0499
 LO0499.The horizontal coordinates were scaled from a map and have
 LO0499.an estimated accuracy of +/- 6 seconds.
 LO0499
 LO0499.The orthometric height was determined by differential leveling and
 LO0499.adjusted by the NATIONAL GEODETIC SURVEY
 LO0499.in June 1991.
 LO0499
 LO0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0499.GEOID18 height accuracy estimate available here.
 LO0499
 LO0499.Click photographs - Photos may exist for this station.
 LO0499
 LO0499.The dynamic height is computed by dividing the NAVD 88
 LO0499.geopotential number by the normal gravity value computed on the
 LO0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0499.degrees latitude (g = 980.6199 gals.).
 LO0499
 LO0499.The modeled gravity was interpolated from observed gravity values.
 LO0499
 LO0499;                    North         East    Units  Estimated Accuracy
 LO0499;SPC UT C     - 2,216,410.      486,470.      MT  (+/- 180 meters Scaled)
 LO0499
 LO0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK439593(NAD 83)
 LO0499
 LO0499                          SUPERSEDED SURVEY CONTROL
 LO0499
 LO0499  NGVD 29 (??/??/92) 1430.469  (m)         4693.13   (f) ADJ UNCH    2 0
 LO0499
 LO0499.Superseded values are not recommended for survey control.
 LO0499
 LO0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0499.See file dsdata.pdf to determine how the superseded data were derived.
 LO0499
 LO0499_STAMPING: 1922 H 14 4693
 LO0499_MARK LOGO: USGS
 LO0499
 LO0499  HISTORY     - Date     Condition        Report By
 LO0499  HISTORY     - 1922     MONUMENTED       USGS
 LO0499  HISTORY     - 1934     GOOD             CGS
 LO0499  HISTORY     - 20010505 MARK NOT FOUND   INDIV
 LO0499  HISTORY     - 20190205 MARK NOT FOUND   USGS
 LO0499
 LO0499                          STATION DESCRIPTION
 LO0499
 LO0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0499'3.7 MI N FROM PROVO.
 LO0499'3.7 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 LO0499'(PROVO CANON BRANCH) FROM THE COURTHOUSE AT PROVO, UTAH COUNTY, 0.2
 LO0499'MILE NORTH OF THE STATION AT BOOTH, AT A ROAD CROSSING, AT AN
 LO0499'IRRIGATION CANAL GATE, IN THE TOP OF THE WEST WALL, 35 FEET EAST OF
 LO0499'THE TRACK, AND 30 FEET SOUTH OF THE ROAD.  A UNITED STATES GEOLOGICAL
 LO0499'SURVEY STANDARD DISK, STAMPED 1922 H 14 4693.
 LO0499
 LO0499                          STATION RECOVERY (2001)
 LO0499
 LO0499'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (AY)
 LO0499'DESIGNATION - H 14, THE IRRIGATION SYSTEM AND GATE IN WHICH THE
 LO0499'MONUMENT WAS SET HAS BEEN OBLITERATED AND REMOVED WITH THE REBUILDING
 LO0499'OF A STORM DRAINAGE FACILITY AND STREET RECONSTRUCTION.
 LO0499
 LO0499                          STATION RECOVERY (2019)
 LO0499
 LO0499'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2019 (TDC)
 LO0499'IRRIGATION CANAL GATE AND DRAINAGE SYSTEMS HAVE BEEN REMOVED.  MARK
 LO0499'NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0165 ***********************************************************************
 HO0165  DESIGNATION -  H 14 RESET
 HO0165  PID         -  HO0165
 HO0165  STATE/COUNTY-  UT/KANE
 HO0165  COUNTRY     -  US
 HO0165  USGS QUAD   -  GLENDALE (2017)
 HO0165
 HO0165                         *CURRENT SURVEY CONTROL
 HO0165  ______________________________________________________________________
 HO0165* NAD 83(1986) POSITION- 37 19 20.     (N) 112 35 53.     (W)   SCALED
 HO0165* NAVD 88 ORTHO HEIGHT -  1776.10  (+/-2cm)     5827.1   (feet) VERTCON3
 HO0165  ______________________________________________________________________
 HO0165  GEOID HEIGHT    -        -21.450 (meters)                     GEOID18
 HO0165  VERT ORDER      -  THIRD (See Below)
 HO0165
 HO0165.The horizontal coordinates were scaled from a map and have
 HO0165.an estimated accuracy of +/- 6 seconds.
 HO0165
 HO0165.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0165
 HO0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0165.GEOID18 height accuracy estimate available here.
 HO0165
 HO0165.The vertical order pertains to the NGVD 29 superseded value.
 HO0165
 HO0165.Click photographs - Photos may exist for this station.
 HO0165
 HO0165;                    North         East    Units  Estimated Accuracy
 HO0165;SPC UT S     - 3,073,330.      402,680.      MT  (+/- 180 meters Scaled)
 HO0165
 HO0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG584318(NAD 83)
 HO0165
 HO0165                          SUPERSEDED SURVEY CONTROL
 HO0165
 HO0165  NGVD 29 (??/??/??) 1774.96   (m)         5823.3    (f) RESET       3  
 HO0165
 HO0165.Superseded values are not recommended for survey control.
 HO0165
 HO0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0165.See file dsdata.pdf to determine how the superseded data were derived.
 HO0165
 HO0165_MARKER: DB = BENCH MARK DISK
 HO0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0165_STAMPING: 5824 H 14 1931 RESET 1952
 HO0165_MARK LOGO: USGS
 HO0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0165+STABILITY: SURFACE MOTION
 HO0165
 HO0165  HISTORY     - Date     Condition        Report By
 HO0165  HISTORY     - 1952     MONUMENTED       USGS
 HO0165  HISTORY     - 20101208 MARK NOT FOUND   GEOCAC
 HO0165  HISTORY     - 20120612 MARK NOT FOUND   GEOCAC
 HO0165
 HO0165                          STATION DESCRIPTION
 HO0165
 HO0165'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HO0165'IN GLENDALE.
 HO0165'AT GLENDALE, KANE COUNTY, ON U.S. HIGHWAY 89, ABOUT 1,500 FEET NORTH
 HO0165'OF THE POST OFFICE, IN FRONT OF THE SMITH HOTEL, 48 FEET WEST OF THE
 HO0165'CENTER LINE OF THE HIGHWAY AT SURVEY STATION 1007+09, 13 FEET WEST OF
 HO0165'A CONCRETE WALK PARALLEL TO THE HIGHWAY, 46 FEET SOUTHWEST OF A
 HO0165'CONCRETE DIVERSION BOX.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HO0165'DISK, STAMPED 5824 H 14 1931 RESET 1952 AND SET IN THE TOP OF A
 HO0165'CONCRETE POST.
 HO0165
 HO0165                          STATION RECOVERY (2010)
 HO0165
 HO0165'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HO0165'NOT FOUND AFTER A FEW MINUTES OF SHALLOW PROBING.  MAY BE UNDER
 HO0165'LANDSCAPING.  METAL DETECTOR WAS NOT USED.
 HO0165
 HO0165                          STATION RECOVERY (2012)
 HO0165
 HO0165'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0165'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 HO0165'MARK. THERE IS NO PROJECTING CONCRETE POST AT THE DESCRIBED LOCATION.
 HO0165'THE PROPERTY OWNER STATED THAT OVER THE YEARS SEVERAL LOCAL SURVEYORS
 HO0165'HAD LOOKED FOR THE MARK WITHOUT RESULTS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5571 ***********************************************************************
 DR5571  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5571  DESIGNATION -  H 14 RESET
 DR5571  PID         -  DR5571
 DR5571  STATE/COUNTY-  UT/WEBER
 DR5571  COUNTRY     -  US
 DR5571  USGS QUAD   -  NORTH OGDEN (2017)
 DR5571
 DR5571                         *CURRENT SURVEY CONTROL
 DR5571  ______________________________________________________________________
 DR5571* NAD 83(2011) POSITION- 41 15 58.79939(N) 111 57 09.91912(W)   ADJUSTED
 DR5571* NAD 83(2011) ELLIP HT-  1332.607 (meters)        (07/08/20)   ADJUSTED
 DR5571* NAD 83(2011) EPOCH   -  2010.00
 DR5571* NAVD 88 ORTHO HEIGHT -  1349.05  (meters)     4426.0   (feet) GPS OBS
 DR5571  ______________________________________________________________________
 DR5571  GEOID HEIGHT    -        -16.429 (meters)                     GEOID18
 DR5571  NAD 83(2011) X  - -1,795,239.779 (meters)                     COMP
 DR5571  NAD 83(2011) Y  - -4,453,944.725 (meters)                     COMP
 DR5571  NAD 83(2011) Z  -  4,185,579.772 (meters)                     COMP
 DR5571  LAPLACE CORR    -         19.63  (seconds)                    DEFLEC18
 DR5571
 DR5571  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5571  Standards:
 DR5571         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5571            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5571  -------------------------------------------------------------------
 DR5571  NETWORK    0.78   1.55           0.35   0.28   0.79      0.01224010
 DR5571  -------------------------------------------------------------------
 DR5571  Click here for local accuracies and other accuracy information.
 DR5571
 DR5571.The horizontal coordinates were established by GPS observations
 DR5571.and adjusted by the National Geodetic Survey in July 2020.
 DR5571
 DR5571.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5571.been affixed to the stable North American tectonic plate. See 
 DR5571.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5571
 DR5571.The horizontal coordinates are valid at the epoch date displayed above
 DR5571.which is a decimal equivalence of Year/Month/Day.
 DR5571
 DR5571.The orthometric height was determined by GPS observations and a
 DR5571.high-resolution geoid model using precise GPS observation and
 DR5571.processing techniques.
 DR5571
 DR5571.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5571.GEOID18 height accuracy estimate available here.
 DR5571
 DR5571.Click photographs - Photos may exist for this station.
 DR5571
 DR5571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5571
 DR5571.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5571
 DR5571.The ellipsoidal height was determined by GPS observations
 DR5571.and is referenced to NAD 83.
 DR5571
 DR5571. The following values were computed from the NAD 83(2011) position.
 DR5571
 DR5571;                    North         East     Units Scale Factor Converg.
 DR5571;SPC UT N     - 1,103,708.354   462,062.904   MT  0.99995688   -0 17 54.7
 DR5571;SPC UT N     - 3,621,083.16  1,515,951.38   sFT  0.99995688   -0 17 54.7
 DR5571;UTM  12      - 4,568,760.914   420,194.745   MT  0.99967838   -0 37 42.4
 DR5571
 DR5571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5571!SPC UT N     -   0.99979102  x   0.99995688  =   0.99974791
 DR5571!UTM  12      -   0.99979102  x   0.99967838  =   0.99946946
 DR5571
 DR5571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2019468760(NAD 83)
 DR5571
 DR5571                          SUPERSEDED SURVEY CONTROL
 DR5571
 DR5571.No superseded survey control is available for this station.
 DR5571
 DR5571_MARKER: DB = BENCH MARK DISK
 DR5571_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR5571_SP_SET: IN WING WALL
 DR5571_STAMPING: H 14 1923 RESET 1966
 DR5571_MARK LOGO: USGS
 DR5571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5571+STABILITY: SURFACE MOTION
 DR5571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5571+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2016
 DR5571
 DR5571  HISTORY     - Date     Condition        Report By
 DR5571  HISTORY     - 1923     MONUMENTED       USGS
 DR5571  HISTORY     - 20160630 GOOD             UT-057
 DR5571
 DR5571                          STATION DESCRIPTION
 DR5571
 DR5571'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5571'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-SOUTHEAST OF PLAIN
 DR5571'CITY, 3.2 MI (5.1 KM) NORTH-NORTHEAST OF OGDEN AND 2.9 MI (4.7 KM)
 DR5571'SOUTH OF NORTH OGDEN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5571'
 DR5571'TO REACH FROM THE INTERSECTION OF NORTH STREET AND JACKSON AVENUE THE
 DR5571'MONUMENT IS LOCATED IN THE SOUTH WEST CORNER OF THE INTERSECTION.
 DR5571'
 DR5571'IT IS 37 FT (11.3 M) SOUTHWEST OF THE CENTER OF INTERSECTION, 32 FT
 DR5571'(9.8 M) SOUTH OF THE CENTERLINE OF NORTH STREET, 21 FT (6.4 M) WEST OF
 DR5571'THE CENTERLINE OF JACKSON AVENUE, 2.59 FT (0.8 M) EAST OF A POWER
 DR5571'POLE, 0.75 FT (23 CM) SOUTH OF STORM DRAIN INLET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0105 ***********************************************************************
 KO0105  DESIGNATION -  H 140
 KO0105  PID         -  KO0105
 KO0105  STATE/COUNTY-  UT/MILLARD
 KO0105  COUNTRY     -  US
 KO0105  USGS QUAD   -  HOLDEN (2017)
 KO0105
 KO0105                         *CURRENT SURVEY CONTROL
 KO0105  ______________________________________________________________________
 KO0105* NAD 83(1986) POSITION- 39 01 24.     (N) 112 18 05.     (W)   SCALED
 KO0105* NAVD 88 ORTHO HEIGHT -  1585.048 (meters)     5200.28  (feet) ADJUSTED
 KO0105  ______________________________________________________________________
 KO0105  GEOID HEIGHT    -        -18.654 (meters)                     GEOID18
 KO0105  DYNAMIC HEIGHT  -       1583.494 (meters)     5195.18  (feet) COMP
 KO0105  MODELED GRAVITY -    979,591.0   (mgal)                       NAVD 88
 KO0105
 KO0105  VERT ORDER      -  SECOND    CLASS 0
 KO0105
 KO0105.The horizontal coordinates were scaled from a map and have
 KO0105.an estimated accuracy of +/- 6 seconds.
 KO0105
 KO0105.The orthometric height was determined by differential leveling and
 KO0105.adjusted by the NATIONAL GEODETIC SURVEY
 KO0105.in June 1991.
 KO0105
 KO0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0105.GEOID18 height accuracy estimate available here.
 KO0105
 KO0105.Click photographs - Photos may exist for this station.
 KO0105
 KO0105.The dynamic height is computed by dividing the NAVD 88
 KO0105.geopotential number by the normal gravity value computed on the
 KO0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0105.degrees latitude (g = 980.6199 gals.).
 KO0105
 KO0105.The modeled gravity was interpolated from observed gravity values.
 KO0105
 KO0105;                    North         East    Units  Estimated Accuracy
 KO0105;SPC UT C     - 2,076,920.      430,600.      MT  (+/- 180 meters Scaled)
 KO0105
 KO0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ873201(NAD 83)
 KO0105
 KO0105                          SUPERSEDED SURVEY CONTROL
 KO0105
 KO0105  NGVD 29 (??/??/92) 1583.917  (m)         5196.57   (f) ADJ UNCH    2 0
 KO0105
 KO0105.Superseded values are not recommended for survey control.
 KO0105
 KO0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0105.See file dsdata.pdf to determine how the superseded data were derived.
 KO0105
 KO0105_MARKER: DD = SURVEY DISK
 KO0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0105_STAMPING: 5197 H 140 1931
 KO0105_MARK LOGO: USGS
 KO0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0105+STABILITY: SURFACE MOTION
 KO0105
 KO0105  HISTORY     - Date     Condition        Report By
 KO0105  HISTORY     - 1931     MONUMENTED       USGS
 KO0105  HISTORY     - 1934     GOOD             CGS
 KO0105
 KO0105                          STATION DESCRIPTION
 KO0105
 KO0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0105'4.0 MI NE FROM FILLMORE.
 KO0105'ABOUT 4.0 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE COURTHOUSE AT
 KO0105'FILLMORE, MILLARD COUNTY, AT THE HIGHEST POINT ON THE HIGHWAY BETWEEN
 KO0105'FILLMORE AND HOLDEN, 31 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 KO0105'AND IN LINE WITH A ROW OF POLES.  A UNITED STATES GEOLOGICAL SURVEY
 KO0105'STANDARD DISK, STAMPED 5197 H 140 1931 AND SET IN THE TOP OF A
 KO0105'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0075 ***********************************************************************
 HN0075  DESIGNATION -  H 140
 HN0075  PID         -  HN0075
 HN0075  STATE/COUNTY-  UT/SAN JUAN
 HN0075  COUNTRY     -  US
 HN0075  USGS QUAD   -  MOSS BACK BUTTE (2017)
 HN0075
 HN0075                         *CURRENT SURVEY CONTROL
 HN0075  ______________________________________________________________________
 HN0075* NAD 83(1986) POSITION- 37 31 52.     (N) 110 03 46.     (W)   SCALED
 HN0075* NAVD 88 ORTHO HEIGHT -  1794.658 (meters)     5887.97  (feet) ADJUSTED
 HN0075  ______________________________________________________________________
 HN0075  GEOID HEIGHT    -        -20.174 (meters)                     GEOID18
 HN0075  DYNAMIC HEIGHT  -       1792.578 (meters)     5881.15  (feet) COMP
 HN0075  MODELED GRAVITY -    979,407.2   (mgal)                       NAVD 88
 HN0075
 HN0075  VERT ORDER      -  FIRST     CLASS II
 HN0075
 HN0075.The horizontal coordinates were scaled from a map and have
 HN0075.an estimated accuracy of +/- 6 seconds.
 HN0075
 HN0075.The orthometric height was determined by differential leveling and
 HN0075.adjusted by the NATIONAL GEODETIC SURVEY
 HN0075.in June 1991.
 HN0075
 HN0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0075.GEOID18 height accuracy estimate available here.
 HN0075
 HN0075.Click photographs - Photos may exist for this station.
 HN0075
 HN0075.The dynamic height is computed by dividing the NAVD 88
 HN0075.geopotential number by the normal gravity value computed on the
 HN0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0075.degrees latitude (g = 980.6199 gals.).
 HN0075
 HN0075.The modeled gravity was interpolated from observed gravity values.
 HN0075
 HN0075;                    North         East    Units  Estimated Accuracy
 HN0075;SPC UT S     - 3,096,920.      627,020.      MT  (+/- 180 meters Scaled)
 HN0075
 HN0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG828542(NAD 83)
 HN0075
 HN0075                          SUPERSEDED SURVEY CONTROL
 HN0075
 HN0075  NGVD 29 (??/??/92) 1793.604  (m)         5884.52   (f) ADJ UNCH    1 2
 HN0075
 HN0075.Superseded values are not recommended for survey control.
 HN0075
 HN0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0075.See file dsdata.pdf to determine how the superseded data were derived.
 HN0075
 HN0075_MARKER: DB = BENCH MARK DISK
 HN0075_SETTING: 66 = SET IN ROCK OUTCROP
 HN0075_STAMPING: H 140 1962
 HN0075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0075+STABILITY: POSITION/ELEVATION WELL
 HN0075
 HN0075  HISTORY     - Date     Condition        Report By
 HN0075  HISTORY     - 1962     MONUMENTED       CGS
 HN0075  HISTORY     - 1982     GOOD             USGS
 HN0075  HISTORY     - 1982     GOOD             USGS
 HN0075
 HN0075                          STATION DESCRIPTION
 HN0075
 HN0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0075'16.05 MI S FROM FRY CANYON.
 HN0075'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0075'AT FRY CANYON.  THENCE 3.55 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 HN0075'ON THE WEST RIM OF A DEEP ROCKY WASH, 44 FEET EAST OF THE CENTERLINE
 HN0075'OF THE ROAD, 11.0 FEET WEST OF THE EAST EDGE OF THE WASH, 5.0 FEET
 HN0075'NORTHEAST OF A ROCK CAIRN, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 HN0075'ROAD, AND SET IN THE TOP OF A LARGE FLAT ROCK OUTCROP.
 HN0075
 HN0075                          STATION RECOVERY (1982)
 HN0075
 HN0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0075'ABOUT 12.0 SOUTHEAST ALONG STATE HWY. 95 (BICENTENNIAL HWY) FROM THE
 HN0075'POST OFFICE AT FRY CANYON, THENCE 3.3 MILES SOUTHEAST ALONG STATE
 HN0075'HWY. 263, ON THE WEST RIM OF A DEEP ROCKY WASH, 68 FEET SOUTHEAST OF
 HN0075'THE CENTERLINE OF THE HIGHWAY, AND SET IN THE SOUTH END OF A LARGE
 HN0075'FLAT ROCK OUTCROP.
 HN0075
 HN0075                          STATION RECOVERY (1982)
 HN0075
 HN0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0075'ABOUT 12.0 SOUTHEAST ALONG STATE HWY. 95 (BICENTENNIAL HWY) FROM THE
 HN0075'POST OFFICE AT FRY CANYON, THENCE 3.3 MILES SOUTHEAST ALONG STATE
 HN0075'HWY. 263, ON THE WEST RIM OF A DEEP ROCKY WASH, 68 FEET SOUTHEAST OF
 HN0075'THE CENTERLINE OF THE HIGHWAY, AND SET IN THE SOUTH END OF A LARGE
 HN0075'FLAT ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0161 ***********************************************************************
 HN0161  DESIGNATION -  H 141
 HN0161  PID         -  HN0161
 HN0161  STATE/COUNTY-  UT/SAN JUAN
 HN0161  COUNTRY     -  US
 HN0161  USGS QUAD   -  WHIRLWIND DRAW (2017)
 HN0161
 HN0161                         *CURRENT SURVEY CONTROL
 HN0161  ______________________________________________________________________
 HN0161* NAD 83(1986) POSITION- 37 20 58.     (N) 110 19 31.     (W)   SCALED
 HN0161* NAVD 88 ORTHO HEIGHT -  1300.287 (meters)     4266.02  (feet) ADJUSTED
 HN0161  ______________________________________________________________________
 HN0161  GEOID HEIGHT    -        -21.569 (meters)                     GEOID18
 HN0161  DYNAMIC HEIGHT  -       1298.852 (meters)     4261.32  (feet) COMP
 HN0161  MODELED GRAVITY -    979,483.1   (mgal)                       NAVD 88
 HN0161
 HN0161  VERT ORDER      -  FIRST     CLASS II
 HN0161
 HN0161.The horizontal coordinates were scaled from a map and have
 HN0161.an estimated accuracy of +/- 6 seconds.
 HN0161
 HN0161.The orthometric height was determined by differential leveling and
 HN0161.adjusted by the NATIONAL GEODETIC SURVEY
 HN0161.in June 1991.
 HN0161
 HN0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0161.GEOID18 height accuracy estimate available here.
 HN0161
 HN0161.Click photographs - Photos may exist for this station.
 HN0161
 HN0161.The dynamic height is computed by dividing the NAVD 88
 HN0161.geopotential number by the normal gravity value computed on the
 HN0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0161.degrees latitude (g = 980.6199 gals.).
 HN0161
 HN0161.The modeled gravity was interpolated from observed gravity values.
 HN0161
 HN0161;                    North         East    Units  Estimated Accuracy
 HN0161;SPC UT S     - 3,076,430.      604,080.      MT  (+/- 180 meters Scaled)
 HN0161
 HN0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG597338(NAD 83)
 HN0161
 HN0161                          SUPERSEDED SURVEY CONTROL
 HN0161
 HN0161  NGVD 29 (??/??/92) 1299.355  (m)         4262.97   (f) ADJ UNCH    1 2
 HN0161
 HN0161.Superseded values are not recommended for survey control.
 HN0161
 HN0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0161.See file dsdata.pdf to determine how the superseded data were derived.
 HN0161
 HN0161_MARKER: DB = BENCH MARK DISK
 HN0161_SETTING: 66 = SET IN ROCK OUTCROP
 HN0161_STAMPING: H 141 1962
 HN0161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0161+STABILITY: POSITION/ELEVATION WELL
 HN0161
 HN0161  HISTORY     - Date     Condition        Report By
 HN0161  HISTORY     - 1962     MONUMENTED       CGS
 HN0161
 HN0161                          STATION DESCRIPTION
 HN0161
 HN0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0161'38.3 MI S FROM FRY CANYON.
 HN0161'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH STATE HIGHWAY 95 FROM THE POST
 HN0161'OFFICE AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT
 HN0161'ROAD.  THENCE 6.3 MILES SOUTHWEST ALONG A BULLDOZED ROAD LEADING TO
 HN0161'THE SAN JUAN RIVER, 210 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 HN0161'141 FEET SOUTHEAST OF A METAL WITNESS POST, 77 FEET SOUTHEAST OF THE
 HN0161'CENTERLINE OF A SMALL WASH, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 HN0161'TOP OF A LARGE FLAT ROCK OUTCROP WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0109 ***********************************************************************
 KO0109  DESIGNATION -  H 141
 KO0109  PID         -  KO0109
 KO0109  STATE/COUNTY-  UT/MILLARD
 KO0109  COUNTRY     -  US
 KO0109  USGS QUAD   -  HOLDEN (2017)
 KO0109
 KO0109                         *CURRENT SURVEY CONTROL
 KO0109  ______________________________________________________________________
 KO0109* NAD 83(1986) POSITION- 39 04 09.     (N) 112 16 54.     (W)   SCALED
 KO0109* NAVD 88 ORTHO HEIGHT -  1554.185 (meters)     5099.02  (feet) ADJUSTED
 KO0109  ______________________________________________________________________
 KO0109  GEOID HEIGHT    -        -18.607 (meters)                     GEOID18
 KO0109  DYNAMIC HEIGHT  -       1552.687 (meters)     5094.11  (feet) COMP
 KO0109  MODELED GRAVITY -    979,608.4   (mgal)                       NAVD 88
 KO0109
 KO0109  VERT ORDER      -  SECOND    CLASS 0
 KO0109
 KO0109.The horizontal coordinates were scaled from a map and have
 KO0109.an estimated accuracy of +/- 6 seconds.
 KO0109
 KO0109.The orthometric height was determined by differential leveling and
 KO0109.adjusted by the NATIONAL GEODETIC SURVEY
 KO0109.in June 1991.
 KO0109
 KO0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0109.GEOID18 height accuracy estimate available here.
 KO0109
 KO0109.Click photographs - Photos may exist for this station.
 KO0109
 KO0109.The dynamic height is computed by dividing the NAVD 88
 KO0109.geopotential number by the normal gravity value computed on the
 KO0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0109.degrees latitude (g = 980.6199 gals.).
 KO0109
 KO0109.The modeled gravity was interpolated from observed gravity values.
 KO0109
 KO0109;                    North         East    Units  Estimated Accuracy
 KO0109;SPC UT C     - 2,081,990.      432,360.      MT  (+/- 180 meters Scaled)
 KO0109
 KO0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ891252(NAD 83)
 KO0109
 KO0109                          SUPERSEDED SURVEY CONTROL
 KO0109
 KO0109  NGVD 29 (??/??/92) 1553.08   (m)         5095.4    (f) COMPUTED    2 0
 KO0109
 KO0109.Superseded values are not recommended for survey control.
 KO0109
 KO0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0109.See file dsdata.pdf to determine how the superseded data were derived.
 KO0109
 KO0109_MARKER: DB = BENCH MARK DISK
 KO0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0109_STAMPING: H 141 5096 1931
 KO0109_MARK LOGO: USGS
 KO0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0109+STABILITY: SURFACE MOTION
 KO0109
 KO0109  HISTORY     - Date     Condition        Report By
 KO0109  HISTORY     - 1931     MONUMENTED       USGS
 KO0109  HISTORY     - 1934     GOOD             CGS
 KO0109
 KO0109                          STATION DESCRIPTION
 KO0109
 KO0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0109'2.4 MI SW FROM HOLDEN.
 KO0109'ABOUT 2.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE JUNCTION WITH
 KO0109'THE ROAD LEADING WEST TO DELTA AT HOLDEN, MILLARD COUNTY, 44 FEET EAST
 KO0109'OF THE CENTER LINE OF THE HIGHWAY, 22 FEET SOUTH OF A DIM ROAD LEADING
 KO0109'EAST, 2 FEET EAST OF A FENCE, AND 2 FEET SOUTH OF ANOTHER FENCE. A
 KO0109'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5096 H 141 1931
 KO0109'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0127 ***********************************************************************
 HN0127  DESIGNATION -  H 142
 HN0127  PID         -  HN0127
 HN0127  STATE/COUNTY-  UT/SAN JUAN
 HN0127  COUNTRY     -  US
 HN0127  USGS QUAD   -  JACOBS MONUMENT (2017)
 HN0127
 HN0127                         *CURRENT SURVEY CONTROL
 HN0127  ______________________________________________________________________
 HN0127* NAD 83(1986) POSITION- 37 04 49.     (N) 110 23 15.     (W)   SCALED
 HN0127* NAVD 88 ORTHO HEIGHT -  1502.915 (meters)     4930.81  (feet) ADJUSTED
 HN0127  ______________________________________________________________________
 HN0127  GEOID HEIGHT    -        -21.424 (meters)                     GEOID18
 HN0127  DYNAMIC HEIGHT  -       1501.198 (meters)     4925.18  (feet) COMP
 HN0127  MODELED GRAVITY -    979,436.3   (mgal)                       NAVD 88
 HN0127
 HN0127  VERT ORDER      -  FIRST     CLASS II
 HN0127
 HN0127.The horizontal coordinates were scaled from a map and have
 HN0127.an estimated accuracy of +/- 6 seconds.
 HN0127
 HN0127.The orthometric height was determined by differential leveling and
 HN0127.adjusted by the NATIONAL GEODETIC SURVEY
 HN0127.in June 1991.
 HN0127
 HN0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0127.GEOID18 height accuracy estimate available here.
 HN0127
 HN0127.Click photographs - Photos may exist for this station.
 HN0127
 HN0127.The dynamic height is computed by dividing the NAVD 88
 HN0127.geopotential number by the normal gravity value computed on the
 HN0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0127.degrees latitude (g = 980.6199 gals.).
 HN0127
 HN0127.The modeled gravity was interpolated from observed gravity values.
 HN0127
 HN0127;                    North         East    Units  Estimated Accuracy
 HN0127;SPC UT S     - 3,046,490.      598,920.      MT  (+/- 180 meters Scaled)
 HN0127
 HN0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG544039(NAD 83)
 HN0127
 HN0127                          SUPERSEDED SURVEY CONTROL
 HN0127
 HN0127  NGVD 29 (??/??/92) 1501.993  (m)         4927.79   (f) ADJ UNCH    1 2
 HN0127
 HN0127.Superseded values are not recommended for survey control.
 HN0127
 HN0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0127.See file dsdata.pdf to determine how the superseded data were derived.
 HN0127
 HN0127_MARKER: DB = BENCH MARK DISK
 HN0127_SETTING: 80 = SET IN A BOULDER
 HN0127_STAMPING: H 142 1962
 HN0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0127+STABILITY: SURFACE MOTION
 HN0127
 HN0127  HISTORY     - Date     Condition        Report By
 HN0127  HISTORY     - 1962     MONUMENTED       CGS
 HN0127  HISTORY     - 1982     GOOD             USGS
 HN0127  HISTORY     - 1982     GOOD             USGS
 HN0127
 HN0127                          STATION DESCRIPTION
 HN0127
 HN0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0127'5.85 MI NW FROM OLJETO.
 HN0127'ABOUT 5.85 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0127'FROM THE TRADING POST AT OLJETO, 174 FEET SOUTHWEST OF THE CENTERLINE
 HN0127'OF THE ROAD, 34.0 FEET SOUTHWEST OF A METAL WITNESS POST, 18 FEET
 HN0127'NORTHWEST OF A ROCK CAIRN, ABOUT 2 FEET BELOW THE LEVEL OF THE DIRT
 HN0127'ROAD, AND SET IN THE TOP OF A SANDSTONE BOULDER PROJECTING 12 INCHES.
 HN0127
 HN0127                          STATION RECOVERY (1982)
 HN0127
 HN0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0127'OLJETO, 5.85 MILE NORTHWEST OF, 2.3 MILE NORTH ALONG A PAVED ROAD
 HN0127'FROM THE OLJETO TRADING POST, THENCE 5.3 MILE NORTHWEST ALONG A
 HN0127'GRADED ROAD, OPPOSITE A SHALLOW BORROW PIT. 125 FT SOUTHWEST OF AND 3
 HN0127'FT. LOWER THAN RD., SET IN THE TOP OF SANDSTONE OUTCROP PROJECTING 18
 HN0127'FT NORTHWEST OF A ROCK CAIRN, SET THE TOP OF A SANDSTONE OUTCROP
 HN0127'PROJECTING ABOUT 12 INCHES. A STANDARD DISK.
 HN0127
 HN0127                          STATION RECOVERY (1982)
 HN0127
 HN0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0127'OLJETO, 5.85 MILE NORTHWEST OF, 2.3 MILE NORTH ALONG A PAVED ROAD
 HN0127'FROM THE OLJETO TRADING POST, THENCE 5.3 MILE NORTHWEST ALONG A
 HN0127'GRADED ROAD, OPPOSITE A SHALLOW BORROW PIT. 125 FT SOUTHWEST OF AND 3
 HN0127'FT. LOWER THAN RD., SET IN THE TOP OF SANDSTONE OUTCROP PROJECTING 18
 HN0127'FT NORTHWEST OF A ROCK CAIRN, SET THE TOP OF A SANDSTONE OUTCROP
 HN0127'PROJECTING ABOUT 12 INCHES. A STANDARD DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0142 ***********************************************************************
 HN0142  DESIGNATION -  H 143
 HN0142  PID         -  HN0142
 HN0142  STATE/COUNTY-  UT/SAN JUAN
 HN0142  COUNTRY     -  US
 HN0142  USGS QUAD   -  MONITOR BUTTE (2017)
 HN0142
 HN0142                         *CURRENT SURVEY CONTROL
 HN0142  ______________________________________________________________________
 HN0142* NAD 83(1986) POSITION- 37 13 40.     (N) 110 24 05.     (W)   SCALED
 HN0142* NAVD 88 ORTHO HEIGHT -  1203.477 (meters)     3948.41  (feet) ADJUSTED
 HN0142  ______________________________________________________________________
 HN0142  GEOID HEIGHT    -        -21.759 (meters)                     GEOID18
 HN0142  DYNAMIC HEIGHT  -       1202.183 (meters)     3944.16  (feet) COMP
 HN0142  MODELED GRAVITY -    979,514.3   (mgal)                       NAVD 88
 HN0142
 HN0142  VERT ORDER      -  FIRST     CLASS II
 HN0142
 HN0142.The horizontal coordinates were scaled from a map and have
 HN0142.an estimated accuracy of +/- 6 seconds.
 HN0142
 HN0142.The orthometric height was determined by differential leveling and
 HN0142.adjusted by the NATIONAL GEODETIC SURVEY
 HN0142.in June 1991.
 HN0142
 HN0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0142.GEOID18 height accuracy estimate available here.
 HN0142
 HN0142.Click photographs - Photos may exist for this station.
 HN0142
 HN0142.The dynamic height is computed by dividing the NAVD 88
 HN0142.geopotential number by the normal gravity value computed on the
 HN0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0142.degrees latitude (g = 980.6199 gals.).
 HN0142
 HN0142.The modeled gravity was interpolated from observed gravity values.
 HN0142
 HN0142;                    North         East    Units  Estimated Accuracy
 HN0142;SPC UT S     - 3,062,850.      597,490.      MT  (+/- 180 meters Scaled)
 HN0142
 HN0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG531203(NAD 83)
 HN0142
 HN0142                          SUPERSEDED SURVEY CONTROL
 HN0142
 HN0142  NGVD 29 (??/??/92) 1202.615  (m)         3945.58   (f) ADJ UNCH    1 2
 HN0142
 HN0142.Superseded values are not recommended for survey control.
 HN0142
 HN0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0142.See file dsdata.pdf to determine how the superseded data were derived.
 HN0142
 HN0142_MARKER: DB = BENCH MARK DISK
 HN0142_SETTING: 66 = SET IN ROCK OUTCROP
 HN0142_STAMPING: H 143 1962
 HN0142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0142+STABILITY: POSITION/ELEVATION WELL
 HN0142
 HN0142  HISTORY     - Date     Condition        Report By
 HN0142  HISTORY     - 1962     MONUMENTED       CGS
 HN0142  HISTORY     - 1982     GOOD             USGS
 HN0142  HISTORY     - 1982     GOOD             USGS
 HN0142
 HN0142                          STATION DESCRIPTION
 HN0142
 HN0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0142'18.2 MI NW FROM OLJATO.
 HN0142'ABOUT 17.15 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0142'FROM THE TRADING POST AT OLJATO.  THENCE 1.05 MILES EAST-NORTHEAST
 HN0142'ACROSS COUNTRY BY FOOT ONLY, ABOUT 300 FEET WEST OF THE WEST BANK OF A
 HN0142'DEEP WASH, 17 FEET NORTH-NORTHEAST OF A ROCK CAIRN WHICH IS PAINTED
 HN0142'WHITE, ABOUT 6 FEET ABOVE THE GROUND, AND SET IN THE TOP OF A RED
 HN0142'SANDSTONE OUTCROP WHICH IS ABOUT 50 FEET LONG AND 15 FEET WIDE.
 HN0142
 HN0142                          STATION RECOVERY (1982)
 HN0142
 HN0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0142'OLJETO, 18.2 MILE NW OF FROM THE TRADING POST AT OLJETO, N. 2.3 MILES
 HN0142'ALONG PAVED ROAD. TO A BLADED ROAD. LEADING TO COPPER CANYON, WNW.
 HN0142'ALONG BLADED RD. FOR 8.6 MILE TO A Y-RD. N LEADING TO PIUTE FARMS, N.
 HN0142'ALONG RD. FOR 8.15 MILES, THENCE 0.885 MILE ENE. ON A MAG. HEADING OF
 HN0142'74 DEGREE BY FOOT ONLY. ABOUT 300 FT W. OF THE W. BANK OF A SEEP
 HN0142'WASH, 17 FT NNE. OF A ROCK CAIRN WHICH IS PAINTED WHITE, ABOUT 6 FT
 HN0142'ABOVE THE GROUND IN THE NW. CORNER. OF THE NE QUARTER OF SECTION. 18,
 HN0142'T. 41 S. R. 14 E. A STANDARD DISK SET IN THE TOP OF A RED SANDSTONE
 HN0142'OUTCROP.
 HN0142
 HN0142                          STATION RECOVERY (1982)
 HN0142
 HN0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0142'OLJETO, 18.2 MILE NW OF FROM THE TRADING POST AT OLJETO, N. 2.3 MILES
 HN0142'ALONG PAVED ROAD. TO A BLADED ROAD. LEADING TO COPPER CANYON, WNW.
 HN0142'ALONG BLADED RD. FOR 8.6 MILE TO A Y-RD. N LEADING TO PIUTE FARMS, N.
 HN0142'ALONG RD. FOR 8.15 MILES, THENCE 0.885 MILE ENE. ON A MAG. HEADING OF
 HN0142'74 DEGREE BY FOOT ONLY. ABOUT 300 FT W. OF THE W. BANK OF A SEEP
 HN0142'WASH, 17 FT NNE. OF A ROCK CAIRN WHICH IS PAINTED WHITE, ABOUT 6 FT
 HN0142'ABOVE THE GROUND IN THE NW. CORNER. OF THE NE QUARTER OF SECTION. 18,
 HN0142'T. 41 S. R. 14 E. A STANDARD DISK SET IN THE TOP OF A RED SANDSTONE
 HN0142'OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0406 ***********************************************************************
 HN0406  DESIGNATION -  H 144
 HN0406  PID         -  HN0406
 HN0406  STATE/COUNTY-  UT/KANE
 HN0406  COUNTRY     -  US
 HN0406  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0406
 HN0406                         *CURRENT SURVEY CONTROL
 HN0406  ______________________________________________________________________
 HN0406* NAD 83(1986) POSITION- 37 04 31.     (N) 111 28 55.     (W)   SCALED
 HN0406* NAVD 88 ORTHO HEIGHT -  1135.828 (meters)     3726.46  (feet) ADJUSTED
 HN0406  ______________________________________________________________________
 HN0406  GEOID HEIGHT    -        -23.339 (meters)                     GEOID18
 HN0406  DYNAMIC HEIGHT  -       1134.555 (meters)     3722.29  (feet) COMP
 HN0406  MODELED GRAVITY -    979,473.2   (mgal)                       NAVD 88
 HN0406
 HN0406  VERT ORDER      -  FIRST     CLASS II
 HN0406
 HN0406.The horizontal coordinates were scaled from a map and have
 HN0406.an estimated accuracy of +/- 6 seconds.
 HN0406
 HN0406.The orthometric height was determined by differential leveling and
 HN0406.adjusted by the NATIONAL GEODETIC SURVEY
 HN0406.in June 1991.
 HN0406
 HN0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0406.GEOID18 height accuracy estimate available here.
 HN0406
 HN0406.Click photographs - Photos may exist for this station.
 HN0406
 HN0406.The dynamic height is computed by dividing the NAVD 88
 HN0406.geopotential number by the normal gravity value computed on the
 HN0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0406.degrees latitude (g = 980.6199 gals.).
 HN0406
 HN0406.The modeled gravity was interpolated from observed gravity values.
 HN0406
 HN0406;                    North         East    Units  Estimated Accuracy
 HN0406;SPC UT S     - 3,045,350.      501,610.      MT  (+/- 180 meters Scaled)
 HN0406
 HN0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG571033(NAD 83)
 HN0406
 HN0406                          SUPERSEDED SURVEY CONTROL
 HN0406
 HN0406  NGVD 29 (??/??/92) 1134.932  (m)         3723.52   (f) ADJ UNCH    1 2
 HN0406
 HN0406.Superseded values are not recommended for survey control.
 HN0406
 HN0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0406.See file dsdata.pdf to determine how the superseded data were derived.
 HN0406
 HN0406_MARKER: DB = BENCH MARK DISK
 HN0406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HN0406_SP_SET: ROCK WALL
 HN0406_STAMPING: K 144 1962
 HN0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0406
 HN0406  HISTORY     - Date     Condition        Report By
 HN0406  HISTORY     - 1962     MONUMENTED       CGS
 HN0406  HISTORY     - 1977     GOOD             USGS
 HN0406  HISTORY     - 1977     GOOD             USGS
 HN0406
 HN0406                          STATION DESCRIPTION
 HN0406
 HN0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0406'12.45 MI E FROM GLEN CANYON CITY.
 HN0406'ABOUT 10.3 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0406'SERVICE STATION ON U. S. HIGHWAY 89 AT GLEN CANYON CITY.  THENCE 2.15
 HN0406'MILES EAST ALONG THE FLOOR OF A CANYON.  14 FEET NORTHEAST OF THE
 HN0406'CENTER LINE OF THE CANYON FLOOR, SET VERTICALLY IN THE NORTHEAST ROCK
 HN0406'WALL OF THE CANYON, 74 FEET NORTHWEST OF A FENCE, AND 3 FEET ABOVE THE
 HN0406'GROUND.
 HN0406
 HN0406                          STATION RECOVERY (1977)
 HN0406
 HN0406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0406'FROM STOP AND SHOP STORE IN GLEN CANYON CITY GO EAST ALONG A WINDING
 HN0406'DIRT ROAD FOR 9.4 MILES TO THE ROAD AT CROSBY CANYON JUNCTION THEN GO
 HN0406'RIGHT DOWN CROSBY CANYON FOR 2.7 MILES. 14 FEET NORTHEAST OF THE
 HN0406'CENTER LINE OF THE CANYON FLOOR SET VERTICALLY IN THE NORTHEAST ROCK
 HN0406'WALL OF THE CANYON 74 FEET NORTHWEST OF A FENCE AND 3 FEET ABOVE THE
 HN0406'GROUND.
 HN0406
 HN0406                          STATION RECOVERY (1977)
 HN0406
 HN0406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0406'FROM STOP AND SHOP STORE IN GLEN CANYON CITY GO EAST ALONG A WINDING
 HN0406'DIRT ROAD FOR 9.4 MILES TO THE ROAD AT CROSBY CANYON JUNCTION THEN GO
 HN0406'RIGHT DOWN CROSBY CANYON FOR 2.7 MILES. 14 FEET NORTHEAST OF THE
 HN0406'CENTER LINE OF THE CANYON FLOOR SET VERTICALLY IN THE NORTHEAST ROCK
 HN0406'WALL OF THE CANYON 74 FEET NORTHWEST OF A FENCE AND 3 FEET ABOVE THE
 HN0406'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0208 ***********************************************************************
 HN0208  DESIGNATION -  H 145
 HN0208  PID         -  HN0208
 HN0208  STATE/COUNTY-  UT/KANE
 HN0208  COUNTRY     -  US
 HN0208  USGS QUAD   -  DAVIS GULCH (2017)
 HN0208
 HN0208                         *CURRENT SURVEY CONTROL
 HN0208  ______________________________________________________________________
 HN0208* NAD 83(1986) POSITION- 37 15 40.     (N) 110 54 36.     (W)   SCALED
 HN0208* NAVD 88 ORTHO HEIGHT -  1310.260 (meters)     4298.74  (feet) ADJUSTED
 HN0208  ______________________________________________________________________
 HN0208  GEOID HEIGHT    -        -22.726 (meters)                     GEOID18
 HN0208  DYNAMIC HEIGHT  -       1308.777 (meters)     4293.88  (feet) COMP
 HN0208  MODELED GRAVITY -    979,454.8   (mgal)                       NAVD 88
 HN0208
 HN0208  VERT ORDER      -  FIRST     CLASS II
 HN0208
 HN0208.The horizontal coordinates were scaled from a map and have
 HN0208.an estimated accuracy of +/- 6 seconds.
 HN0208
 HN0208.The orthometric height was determined by differential leveling and
 HN0208.adjusted by the NATIONAL GEODETIC SURVEY
 HN0208.in June 1991.
 HN0208
 HN0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0208.GEOID18 height accuracy estimate available here.
 HN0208
 HN0208.Click photographs - Photos may exist for this station.
 HN0208
 HN0208.The dynamic height is computed by dividing the NAVD 88
 HN0208.geopotential number by the normal gravity value computed on the
 HN0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0208.degrees latitude (g = 980.6199 gals.).
 HN0208
 HN0208.The modeled gravity was interpolated from observed gravity values.
 HN0208
 HN0208;                    North         East    Units  Estimated Accuracy
 HN0208;SPC UT S     - 3,066,140.      552,340.      MT  (+/- 180 meters Scaled)
 HN0208
 HN0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG079238(NAD 83)
 HN0208
 HN0208                          SUPERSEDED SURVEY CONTROL
 HN0208
 HN0208  NGVD 29 (??/??/92) 1309.269  (m)         4295.49   (f) ADJ UNCH    1 2
 HN0208
 HN0208.Superseded values are not recommended for survey control.
 HN0208
 HN0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0208.See file dsdata.pdf to determine how the superseded data were derived.
 HN0208
 HN0208_MARKER: DB = BENCH MARK DISK
 HN0208_SETTING: 66 = SET IN ROCK OUTCROP
 HN0208_STAMPING: H 145 1962
 HN0208_MARK LOGO: CGS
 HN0208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0208+STABILITY: POSITION/ELEVATION WELL
 HN0208
 HN0208  HISTORY     - Date     Condition        Report By
 HN0208  HISTORY     - 1962     MONUMENTED       CGS
 HN0208
 HN0208                          STATION DESCRIPTION
 HN0208
 HN0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0208'0.9 MI W FROM HOLE-IN-THE-ROCK.
 HN0208'0.9 MILE WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK, 69.0
 HN0208'FEET SOUTHWEST OF A METAL WITNESS POST, 47 FEET SOUTHWEST OF THE
 HN0208'CENTERLINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 HN0208'OF BEDROCK FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0437 ***********************************************************************
 HN0437  DESIGNATION -  H 146
 HN0437  PID         -  HN0437
 HN0437  STATE/COUNTY-  UT/KANE
 HN0437  COUNTRY     -  US
 HN0437  USGS QUAD   -  MAZUKI POINT (2017)
 HN0437
 HN0437                         *CURRENT SURVEY CONTROL
 HN0437  ______________________________________________________________________
 HN0437* NAD 83(1986) POSITION- 37 07 42.     (N) 111 11 43.     (W)   SCALED
 HN0437* NAVD 88 ORTHO HEIGHT -  1408.773 (meters)     4621.95  (feet) ADJUSTED
 HN0437  ______________________________________________________________________
 HN0437  GEOID HEIGHT    -        -23.119 (meters)                     GEOID18
 HN0437  DYNAMIC HEIGHT  -       1407.134 (meters)     4616.57  (feet) COMP
 HN0437  MODELED GRAVITY -    979,418.8   (mgal)                       NAVD 88
 HN0437
 HN0437  VERT ORDER      -  FIRST     CLASS II
 HN0437
 HN0437.The horizontal coordinates were scaled from a map and have
 HN0437.an estimated accuracy of +/- 6 seconds.
 HN0437
 HN0437.The orthometric height was determined by differential leveling and
 HN0437.adjusted by the NATIONAL GEODETIC SURVEY
 HN0437.in June 1991.
 HN0437
 HN0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0437.GEOID18 height accuracy estimate available here.
 HN0437
 HN0437.Click photographs - Photos may exist for this station.
 HN0437
 HN0437.The dynamic height is computed by dividing the NAVD 88
 HN0437.geopotential number by the normal gravity value computed on the
 HN0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0437.degrees latitude (g = 980.6199 gals.).
 HN0437
 HN0437.The modeled gravity was interpolated from observed gravity values.
 HN0437
 HN0437;                    North         East    Units  Estimated Accuracy
 HN0437;SPC UT S     - 3,051,280.      527,080.      MT  (+/- 180 meters Scaled)
 HN0437
 HN0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG826091(NAD 83)
 HN0437
 HN0437                          SUPERSEDED SURVEY CONTROL
 HN0437
 HN0437  NGVD 29 (??/??/92) 1407.814  (m)         4618.80   (f) ADJ UNCH    1 2
 HN0437
 HN0437.Superseded values are not recommended for survey control.
 HN0437
 HN0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0437.See file dsdata.pdf to determine how the superseded data were derived.
 HN0437
 HN0437_MARKER: DB = BENCH MARK DISK
 HN0437_SETTING: 66 = SET IN ROCK OUTCROP
 HN0437_STAMPING: H 146 1962
 HN0437_MARK LOGO: CGS
 HN0437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0437+STABILITY: POSITION/ELEVATION WELL
 HN0437
 HN0437  HISTORY     - Date     Condition        Report By
 HN0437  HISTORY     - 1962     MONUMENTED       CGS
 HN0437
 HN0437                          STATION DESCRIPTION
 HN0437
 HN0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0437'35.8 MI E FROM GLEN CANYON CITY.
 HN0437'ABOUT 17.75 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0437'SERVICE STATION AT GLEN CANYON CITY.  THENCE 8.8 MILES EAST ALONG A
 HN0437'DIM BULLDOZED TRAIL ROAD TO A SMALL POND SURROUNDED WITH TAMARISK
 HN0437'BUSHES.  THENCE 2.1 MILES EAST ACROSS COUNTRY TO THE WEST RIM OF LAST
 HN0437'CHANCE CREEK.  THENCE 0.7 MILES EAST ACROSS LAST CHANCE CREEK TO THE
 HN0437'EAST RIM OF LAST CHANCE CREEK. THENCE 6.45 MILES SOUTHEAST ACROSS
 HN0437'COUNTRY OVER GRAND BENCH TOWARDS ROCK CREEK, 80 FEET SOUTH OF THE RIM
 HN0437'OF ROCK CREEK, 48.0 FEET NORTH OF A METAL WITNESS POST, AND SET IN THE
 HN0437'TOP OF A LARGE FLAT ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0110 ***********************************************************************
 HN0110  DESIGNATION -  H 147
 HN0110  PID         -  HN0110
 HN0110  STATE/COUNTY-  UT/SAN JUAN
 HN0110  COUNTRY     -  US
 HN0110  USGS QUAD   -  BURNT SPRING (2017)
 HN0110
 HN0110                         *CURRENT SURVEY CONTROL
 HN0110  ______________________________________________________________________
 HN0110* NAD 83(1986) POSITION- 37 23 55.     (N) 110 27 14.     (W)   SCALED
 HN0110* NAVD 88 ORTHO HEIGHT -  1638.253 (meters)     5374.84  (feet) ADJUSTED
 HN0110  ______________________________________________________________________
 HN0110  GEOID HEIGHT    -        -21.876 (meters)                     GEOID18
 HN0110  DYNAMIC HEIGHT  -       1636.386 (meters)     5368.71  (feet) COMP
 HN0110  MODELED GRAVITY -    979,433.0   (mgal)                       NAVD 88
 HN0110
 HN0110  VERT ORDER      -  FIRST     CLASS II
 HN0110
 HN0110.The horizontal coordinates were scaled from a map and have
 HN0110.an estimated accuracy of +/- 6 seconds.
 HN0110
 HN0110.The orthometric height was determined by differential leveling and
 HN0110.adjusted by the NATIONAL GEODETIC SURVEY
 HN0110.in June 1991.
 HN0110
 HN0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0110.GEOID18 height accuracy estimate available here.
 HN0110
 HN0110.Click photographs - Photos may exist for this station.
 HN0110
 HN0110.The dynamic height is computed by dividing the NAVD 88
 HN0110.geopotential number by the normal gravity value computed on the
 HN0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0110.degrees latitude (g = 980.6199 gals.).
 HN0110
 HN0110.The modeled gravity was interpolated from observed gravity values.
 HN0110
 HN0110;                    North         East    Units  Estimated Accuracy
 HN0110;SPC UT S     - 3,081,750.      592,620.      MT  (+/- 180 meters Scaled)
 HN0110
 HN0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG483392(NAD 83)
 HN0110
 HN0110                          SUPERSEDED SURVEY CONTROL
 HN0110
 HN0110  NGVD 29 (??/??/92) 1637.245  (m)         5371.53   (f) ADJ UNCH    1 2
 HN0110
 HN0110.Superseded values are not recommended for survey control.
 HN0110
 HN0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0110.See file dsdata.pdf to determine how the superseded data were derived.
 HN0110
 HN0110_MARKER: DB = BENCH MARK DISK
 HN0110_SETTING: 66 = SET IN ROCK OUTCROP
 HN0110_STAMPING: H 147 1962
 HN0110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0110+STABILITY: POSITION/ELEVATION WELL
 HN0110
 HN0110  HISTORY     - Date     Condition        Report By
 HN0110  HISTORY     - 1962     MONUMENTED       CGS
 HN0110
 HN0110                          STATION DESCRIPTION
 HN0110
 HN0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0110'45.15 MI SW FROM FRY CANYON.
 HN0110'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0110'AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0110'THENCE 13.15 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH
 HN0110'CLAY HILLS DIVIDE, 5.6 MILES WEST OF GREEN WATER SPRING, ABOUT 300
 HN0110'FEET EAST OF THE CREST OF A HILL, 37 FEET SOUTH OF THE CENTERLINE OF
 HN0110'THE ROAD, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 HN0110'OF A LARGE SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0291 ***********************************************************************
 HN0291  DESIGNATION -  H 148
 HN0291  PID         -  HN0291
 HN0291  STATE/COUNTY-  UT/SAN JUAN
 HN0291  COUNTRY     -  US
 HN0291  USGS QUAD   -  HALLS CROSSING NE (2017)
 HN0291
 HN0291                         *CURRENT SURVEY CONTROL
 HN0291  ______________________________________________________________________
 HN0291* NAD 83(1986) POSITION- 37 25 55.     (N) 110 34 55.     (W)   SCALED
 HN0291* NAVD 88 ORTHO HEIGHT -  1299.776 (meters)     4264.35  (feet) ADJUSTED
 HN0291  ______________________________________________________________________
 HN0291  GEOID HEIGHT    -        -22.310 (meters)                     GEOID18
 HN0291  DYNAMIC HEIGHT  -       1298.290 (meters)     4259.47  (feet) COMP
 HN0291  MODELED GRAVITY -    979,443.8   (mgal)                       NAVD 88
 HN0291
 HN0291  VERT ORDER      -  FIRST     CLASS II
 HN0291
 HN0291.The horizontal coordinates were scaled from a map and have
 HN0291.an estimated accuracy of +/- 6 seconds.
 HN0291
 HN0291.The orthometric height was determined by differential leveling and
 HN0291.adjusted by the NATIONAL GEODETIC SURVEY
 HN0291.in June 1991.
 HN0291
 HN0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0291.GEOID18 height accuracy estimate available here.
 HN0291
 HN0291.Click photographs - Photos may exist for this station.
 HN0291
 HN0291.The dynamic height is computed by dividing the NAVD 88
 HN0291.geopotential number by the normal gravity value computed on the
 HN0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0291.degrees latitude (g = 980.6199 gals.).
 HN0291
 HN0291.The modeled gravity was interpolated from observed gravity values.
 HN0291
 HN0291;                    North         East    Units  Estimated Accuracy
 HN0291;SPC UT S     - 3,085,330.      581,250.      MT  (+/- 180 meters Scaled)
 HN0291
 HN0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG369428(NAD 83)
 HN0291
 HN0291                          SUPERSEDED SURVEY CONTROL
 HN0291
 HN0291  NGVD 29 (??/??/92) 1298.735  (m)         4260.93   (f) ADJ UNCH    1 2
 HN0291
 HN0291.Superseded values are not recommended for survey control.
 HN0291
 HN0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0291.See file dsdata.pdf to determine how the superseded data were derived.
 HN0291
 HN0291_MARKER: DB = BENCH MARK DISK
 HN0291_SETTING: 66 = SET IN ROCK OUTCROP
 HN0291_STAMPING: H 148 1962
 HN0291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0291+STABILITY: POSITION/ELEVATION WELL
 HN0291
 HN0291  HISTORY     - Date     Condition        Report By
 HN0291  HISTORY     - 1962     MONUMENTED       CGS
 HN0291  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0291  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0291
 HN0291                          STATION DESCRIPTION
 HN0291
 HN0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0291'53.8 MI SW FROM FRY CANYON.
 HN0291'12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE AT FRY
 HN0291'CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD. THENCE
 HN0291'15.0 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH CLAY HILLS
 HN0291'DIVIDE.  THENCE 6.8 MILES NORTHWEST ALONG A BULLDOZED ROAD LEADING TO
 HN0291'HALLS CROSSING ON THE COLORADO RIVER, 14.25 MILES WEST OF GREEN WATER
 HN0291'SPRING, ABOUT 0.7 MILE EAST OF A FLAT TOPPED HILL, ABOUT 0.4 MILE
 HN0291'NORTHEAST OF TWO SANDSTONE FORMATIONS, 60 FEET NORTH-NORTHEAST OF THE
 HN0291'CENTERLINE OF THE ROAD, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND
 HN0291'SET IN THE TOP OF A SANDSTONE OUTCROP.
 HN0291
 HN0291                          STATION RECOVERY (1982)
 HN0291
 HN0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0291'MARK NOT FOUND.
 HN0291
 HN0291                          STATION RECOVERY (1982)
 HN0291
 HN0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0291'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0240 ***********************************************************************
 HN0240  DESIGNATION -  H 149
 HN0240  PID         -  HN0240
 HN0240  STATE/COUNTY-  UT/SAN JUAN
 HN0240  COUNTRY     -  US
 HN0240  USGS QUAD   -  ALCOVE CANYON (2017)
 HN0240
 HN0240                         *CURRENT SURVEY CONTROL
 HN0240  ______________________________________________________________________
 HN0240* NAD 83(1986) POSITION- 37 18 30.     (N) 110 39 44.     (W)   SCALED
 HN0240* NAVD 88 ORTHO HEIGHT -  1432.278 (meters)     4699.07  (feet) ADJUSTED
 HN0240  ______________________________________________________________________
 HN0240  GEOID HEIGHT    -        -22.400 (meters)                     GEOID18
 HN0240  DYNAMIC HEIGHT  -       1430.650 (meters)     4693.72  (feet) COMP
 HN0240  MODELED GRAVITY -    979,444.3   (mgal)                       NAVD 88
 HN0240
 HN0240  VERT ORDER      -  FIRST     CLASS II
 HN0240
 HN0240.The horizontal coordinates were scaled from a map and have
 HN0240.an estimated accuracy of +/- 6 seconds.
 HN0240
 HN0240.The orthometric height was determined by differential leveling and
 HN0240.adjusted by the NATIONAL GEODETIC SURVEY
 HN0240.in June 1991.
 HN0240
 HN0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0240.GEOID18 height accuracy estimate available here.
 HN0240
 HN0240.Click photographs - Photos may exist for this station.
 HN0240
 HN0240.The dynamic height is computed by dividing the NAVD 88
 HN0240.geopotential number by the normal gravity value computed on the
 HN0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0240.degrees latitude (g = 980.6199 gals.).
 HN0240
 HN0240.The modeled gravity was interpolated from observed gravity values.
 HN0240
 HN0240;                    North         East    Units  Estimated Accuracy
 HN0240;SPC UT S     - 3,071,550.      574,270.      MT  (+/- 180 meters Scaled)
 HN0240
 HN0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG299291(NAD 83)
 HN0240
 HN0240                          SUPERSEDED SURVEY CONTROL
 HN0240
 HN0240  NGVD 29 (??/??/92) 1431.275  (m)         4695.77   (f) ADJ UNCH    1 2
 HN0240
 HN0240.Superseded values are not recommended for survey control.
 HN0240
 HN0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0240.See file dsdata.pdf to determine how the superseded data were derived.
 HN0240
 HN0240_MARKER: DB = BENCH MARK DISK
 HN0240_SETTING: 66 = SET IN ROCK OUTCROP
 HN0240_STAMPING: H 149 1962
 HN0240_MARK LOGO: CGS
 HN0240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0240+STABILITY: POSITION/ELEVATION WELL
 HN0240
 HN0240  HISTORY     - Date     Condition        Report By
 HN0240  HISTORY     - 1962     MONUMENTED       CGS
 HN0240
 HN0240                          STATION DESCRIPTION
 HN0240
 HN0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0240'63.55 MI SW FROM FRY CANYON.
 HN0240'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0240'FRY CANYON.  THENCE 1.95 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0240'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0240'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0240'TRAIL ROAD.  THENCE 8.95 MILES SOUTHWEST ALONG A TRAIL ROAD.  39 FEET
 HN0240'EAST-SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A
 HN0240'ROCK OUTCROP WHICH PROJECTS ABOUT 2 INCHES, 66 FEET NORTHEAST OF THE
 HN0240'NORTHWEST END OF A SANDSTONE FORMATION WHICH IS ABOUT 150 FEET HIGH,
 HN0240'AND 2 1/2 FEET WEST OF A CAIRN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0167 ***********************************************************************
 HO0167  DESIGNATION -  H 15
 HO0167  PID         -  HO0167
 HO0167  STATE/COUNTY-  UT/KANE
 HO0167  COUNTRY     -  US
 HO0167  USGS QUAD   -  GLENDALE (2017)
 HO0167
 HO0167                         *CURRENT SURVEY CONTROL
 HO0167  ______________________________________________________________________
 HO0167* NAD 83(1986) POSITION- 37 20 47.     (N) 112 36 06.     (W)   SCALED
 HO0167* NAVD 88 ORTHO HEIGHT -  1833.97  (+/-2cm)     6016.9   (feet) VERTCON3
 HO0167  ______________________________________________________________________
 HO0167  GEOID HEIGHT    -        -21.365 (meters)                     GEOID18
 HO0167  VERT ORDER      -  ? (See Below)
 HO0167
 HO0167.The horizontal coordinates were scaled from a map and have
 HO0167.an estimated accuracy of +/- 6 seconds.
 HO0167
 HO0167.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0167
 HO0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0167.GEOID18 height accuracy estimate available here.
 HO0167
 HO0167.The vertical order pertains to the NGVD 29 superseded value.
 HO0167
 HO0167.Click photographs - Photos may exist for this station.
 HO0167
 HO0167;                    North         East    Units  Estimated Accuracy
 HO0167;SPC UT S     - 3,076,010.      402,390.      MT  (+/- 180 meters Scaled)
 HO0167
 HO0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG581345(NAD 83)
 HO0167
 HO0167                          SUPERSEDED SURVEY CONTROL
 HO0167
 HO0167  NGVD 29 (??/??/92) 1832.809  (m)         6013.14   (f) ADJ UNCH       
 HO0167
 HO0167.Superseded values are not recommended for survey control.
 HO0167
 HO0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0167.See file dsdata.pdf to determine how the superseded data were derived.
 HO0167
 HO0167_MARKER: DB = BENCH MARK DISK
 HO0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0167_STAMPING: H 15 1931
 HO0167_MARK LOGO: USGS
 HO0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0167+STABILITY: SURFACE MOTION
 HO0167
 HO0167  HISTORY     - Date     Condition        Report By
 HO0167  HISTORY     - 1931     MONUMENTED       USGS
 HO0167
 HO0167                          STATION DESCRIPTION
 HO0167
 HO0167'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HO0167'2.0 MI NE FROM GLENDALE.
 HO0167'ABOUT 2 MILES NORTHEAST ALONG U.S. HIGHWAY 89 FROM GLENDALE, KANE
 HO0167'COUNTY, 41 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND IN THE
 HO0167'ANGLE BETWEEN TWO ROADS LEADING TO HIDDEN LAKE.  A UNITED STATES
 HO0167'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 15 1931 AND SET IN THE TOP
 HO0167'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0480 ***********************************************************************
 LO0480  DESIGNATION -  H 15
 LO0480  PID         -  LO0480
 LO0480  STATE/COUNTY-  UT/UTAH
 LO0480  COUNTRY     -  US
 LO0480  USGS QUAD   -  PROVO (2017)
 LO0480
 LO0480                         *CURRENT SURVEY CONTROL
 LO0480  ______________________________________________________________________
 LO0480* NAD 83(1986) POSITION- 40 13 58.     (N) 111 39 27.     (W)   SCALED
 LO0480* NAVD 88 ORTHO HEIGHT -  1387.709 (meters)     4552.84  (feet) ADJUSTED
 LO0480  ______________________________________________________________________
 LO0480  GEOID HEIGHT    -        -17.068 (meters)                     GEOID18
 LO0480  DYNAMIC HEIGHT  -       1386.497 (meters)     4548.87  (feet) COMP
 LO0480  MODELED GRAVITY -    979,704.5   (mgal)                       NAVD 88
 LO0480
 LO0480  VERT ORDER      -  SECOND    CLASS 0
 LO0480
 LO0480.The horizontal coordinates were scaled from a map and have
 LO0480.an estimated accuracy of +/- 6 seconds.
 LO0480
 LO0480.The orthometric height was determined by differential leveling and
 LO0480.adjusted by the NATIONAL GEODETIC SURVEY
 LO0480.in June 1991.
 LO0480
 LO0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0480.GEOID18 height accuracy estimate available here.
 LO0480
 LO0480.Click photographs - Photos may exist for this station.
 LO0480
 LO0480.The dynamic height is computed by dividing the NAVD 88
 LO0480.geopotential number by the normal gravity value computed on the
 LO0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0480.degrees latitude (g = 980.6199 gals.).
 LO0480
 LO0480.The modeled gravity was interpolated from observed gravity values.
 LO0480
 LO0480;                    North         East    Units  Estimated Accuracy
 LO0480;SPC UT C     - 2,210,890.      486,600.      MT  (+/- 180 meters Scaled)
 LO0480
 LO0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK440538(NAD 83)
 LO0480
 LO0480                          SUPERSEDED SURVEY CONTROL
 LO0480
 LO0480  NGVD 29 (??/??/92) 1386.701  (m)         4549.53   (f) ADJ UNCH    2 0
 LO0480
 LO0480.Superseded values are not recommended for survey control.
 LO0480
 LO0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0480.See file dsdata.pdf to determine how the superseded data were derived.
 LO0480
 LO0480_MARKER: P = PIPE CAP
 LO0480_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0480_STAMPING: 1922 H 15
 LO0480_MARK LOGO: USGS
 LO0480_MAGNETIC: P = MARKER IS A STEEL PIPE
 LO0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0480
 LO0480  HISTORY     - Date     Condition        Report By
 LO0480  HISTORY     - 1922     MONUMENTED       USGS
 LO0480  HISTORY     - 1934     GOOD             CGS
 LO0480  HISTORY     - 1977     GOOD             NGS
 LO0480
 LO0480                          STATION DESCRIPTION
 LO0480
 LO0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0480'IN PROVO.
 LO0480'AT PROVO, UTAH COUNTY, AT THE COURTHOUSE, AND IN THE NORTHEAST CORNER
 LO0480'OF THE YARD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 LO0480'1922 H 15 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 LO0480
 LO0480                          STATION RECOVERY (1977)
 LO0480
 LO0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LO0480'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0148 ***********************************************************************
 KN0148  DESIGNATION -  H 15
 KN0148  PID         -  KN0148
 KN0148  STATE/COUNTY-  UT/UTAH
 KN0148  COUNTRY     -  US
 KN0148  USGS QUAD   -  TUCKER (2017)
 KN0148
 KN0148                         *CURRENT SURVEY CONTROL
 KN0148  ______________________________________________________________________
 KN0148* NAD 83(1986) POSITION- 39 55 51.     (N) 111 10 18.     (W)   SCALED
 KN0148* NAVD 88 ORTHO HEIGHT -  1992.194 (meters)     6536.06  (feet) ADJUSTED
 KN0148  ______________________________________________________________________
 KN0148  GEOID HEIGHT    -        -15.979 (meters)                     GEOID18
 KN0148  DYNAMIC HEIGHT  -       1990.166 (meters)     6529.40  (feet) COMP
 KN0148  MODELED GRAVITY -    979,537.1   (mgal)                       NAVD 88
 KN0148
 KN0148  VERT ORDER      -  FIRST     CLASS II
 KN0148
 KN0148.The horizontal coordinates were scaled from a map and have
 KN0148.an estimated accuracy of +/- 6 seconds.
 KN0148
 KN0148.The orthometric height was determined by differential leveling and
 KN0148.adjusted by the NATIONAL GEODETIC SURVEY
 KN0148.in June 1991.
 KN0148
 KN0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0148.GEOID18 height accuracy estimate available here.
 KN0148
 KN0148.Click photographs - Photos may exist for this station.
 KN0148
 KN0148.The dynamic height is computed by dividing the NAVD 88
 KN0148.geopotential number by the normal gravity value computed on the
 KN0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0148.degrees latitude (g = 980.6199 gals.).
 KN0148
 KN0148.The modeled gravity was interpolated from observed gravity values.
 KN0148
 KN0148;                    North         East    Units  Estimated Accuracy
 KN0148;SPC UT C     - 2,177,400.      528,060.      MT  (+/- 180 meters Scaled)
 KN0148
 KN0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK853200(NAD 83)
 KN0148
 KN0148                          SUPERSEDED SURVEY CONTROL
 KN0148
 KN0148.No superseded survey control is available for this station.
 KN0148
 KN0148_STAMPING: 6532.011 H 15 1927
 KN0148_MARK LOGO: CGS
 KN0148
 KN0148  HISTORY     - Date     Condition        Report By
 KN0148  HISTORY     - 1927     MONUMENTED       CGS
 KN0148  HISTORY     - 1934     GOOD             CGS
 KN0148  HISTORY     - 20190420 MARK NOT FOUND   NONE
 KN0148
 KN0148                          STATION DESCRIPTION
 KN0148
 KN0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0148'IN GILLULY.
 KN0148'AT GILLULY, UTAH COUNTY ON THE DENVER AND RIO GRANDE WESTERN RAILROAD,
 KN0148'50 FEET EAST OF THE STATION, 30 FEET SOUTH OF THE SOUTH TRACK, AND IN
 KN0148'THE WEST END OF THE HEADWALL OF A CONCRETE CULVERT.  A STANDARD DISK,
 KN0148'STAMPED 6532.011 H 15 1927.
 KN0148
 KN0148                          STATION RECOVERY (2019)
 KN0148
 KN0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (TDC)
 KN0148'CONCRETE HEAD WALL HAS BEEN BROKEN APART AND A WOODEN SUPPORT BEAM
 KN0148'PLACED OVER THE TOP.  MARK IS EITHER BURIED UNDER IT OR OBLITERATED.
 KN0148'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0212 ***********************************************************************
 HN0212  DESIGNATION -  H 150
 HN0212  PID         -  HN0212
 HN0212  STATE/COUNTY-  UT/SAN JUAN
 HN0212  COUNTRY     -  US
 HN0212  USGS QUAD   -  WILSON CREEK (2017)
 HN0212
 HN0212                         *CURRENT SURVEY CONTROL
 HN0212  ______________________________________________________________________
 HN0212* NAD 83(1986) POSITION- 37 14 44.     (N) 110 51 25.     (W)   SCALED
 HN0212* NAVD 88 ORTHO HEIGHT -  1283.942 (meters)     4212.40  (feet) ADJUSTED
 HN0212  ______________________________________________________________________
 HN0212  GEOID HEIGHT    -        -22.694 (meters)                     GEOID18
 HN0212  DYNAMIC HEIGHT  -       1282.473 (meters)     4207.58  (feet) COMP
 HN0212  MODELED GRAVITY -    979,443.8   (mgal)                       NAVD 88
 HN0212
 HN0212  VERT ORDER      -  FIRST     CLASS II
 HN0212
 HN0212.The horizontal coordinates were scaled from a map and have
 HN0212.an estimated accuracy of +/- 6 seconds.
 HN0212
 HN0212.The orthometric height was determined by differential leveling and
 HN0212.adjusted by the NATIONAL GEODETIC SURVEY
 HN0212.in June 1991.
 HN0212
 HN0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0212.GEOID18 height accuracy estimate available here.
 HN0212
 HN0212.Click photographs - Photos may exist for this station.
 HN0212
 HN0212.The dynamic height is computed by dividing the NAVD 88
 HN0212.geopotential number by the normal gravity value computed on the
 HN0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0212.degrees latitude (g = 980.6199 gals.).
 HN0212
 HN0212.The modeled gravity was interpolated from observed gravity values.
 HN0212
 HN0212;                    North         East    Units  Estimated Accuracy
 HN0212;SPC UT S     - 3,064,440.      557,050.      MT  (+/- 180 meters Scaled)
 HN0212
 HN0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG126221(NAD 83)
 HN0212
 HN0212                          SUPERSEDED SURVEY CONTROL
 HN0212
 HN0212  NGVD 29 (??/??/92) 1282.936  (m)         4209.10   (f) ADJ UNCH    1 2
 HN0212
 HN0212.Superseded values are not recommended for survey control.
 HN0212
 HN0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0212.See file dsdata.pdf to determine how the superseded data were derived.
 HN0212
 HN0212_MARKER: DB = BENCH MARK DISK
 HN0212_SETTING: 66 = SET IN ROCK OUTCROP
 HN0212_STAMPING: H 150 1962
 HN0212_MARK LOGO: CGS
 HN0212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0212+STABILITY: POSITION/ELEVATION WELL
 HN0212
 HN0212  HISTORY     - Date     Condition        Report By
 HN0212  HISTORY     - 1962     MONUMENTED       CGS
 HN0212
 HN0212                          STATION DESCRIPTION
 HN0212
 HN0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0212'79.2 MI SW FROM FRY CANYON.
 HN0212'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0212'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0212'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0212'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0212'TRAIL ROAD.  THENCE 19.65 MILES SOUTHWEST ALONG A TRAIL ROAD.  THENCE
 HN0212'4.95 MILES WEST-SOUTHWEST ACROSS COUNTRY TOWARD HOLE-IN-THE-ROCK. 2.2
 HN0212'MILES EAST AND ACROSS THE COLORADO RIVER FROM HOLE-IN-THE-ROCK, SET IN
 HN0212'BEDROCK ON THE WEST RIM OF A CANYON, 39 FEET SOUTH-SOUTHEAST OF THE
 HN0212'CENTER OF A WASH, 53 FEET WEST-NORTHWEST OF THE MOST SOUTHWESTERLY OF
 HN0212'4 SMALL CEDAR TREES, 25.6 FEET NORTHWEST OF A METAL WITNESS POST, AND
 HN0212'ABOUT 7 FEET ABOVE THE GROUND LEVEL AT THE CLUMP OF TREES. NOTE-- THIS
 HN0212'BENCH MARK IS 2.2 MILES EAST OF AND ACROSS THE COLORADO RIVER FROM
 HN0212'BENCH MARK DWM 1 WHICH IS DESCRIBED FROM HOLE-IN-THE-ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0420 ***********************************************************************
 HN0420  DESIGNATION -  H 151
 HN0420  PID         -  HN0420
 HN0420  STATE/COUNTY-  UT/KANE
 HN0420  COUNTRY     -  US
 HN0420  USGS QUAD   -  SMOKY HOLLOW (2017)
 HN0420
 HN0420                         *CURRENT SURVEY CONTROL
 HN0420  ______________________________________________________________________
 HN0420* NAD 83(1986) POSITION- 37 07 57.24   (N) 111 23 17.94   (W)   HD_HELD1
 HN0420* NAVD 88 ORTHO HEIGHT -  1334.717 (meters)     4378.98  (feet) ADJUSTED
 HN0420  ______________________________________________________________________
 HN0420  GEOID HEIGHT    -        -23.196 (meters)                     GEOID18
 HN0420  DYNAMIC HEIGHT  -       1333.120 (meters)     4373.74  (feet) COMP
 HN0420  MODELED GRAVITY -    979,390.4   (mgal)                       NAVD 88
 HN0420
 HN0420  VERT ORDER      -  FIRST     CLASS II
 HN0420
 HN0420.The horizontal coordinates were determined by differentially corrected
 HN0420.hand held GPS observations or other comparable positioning techniques
 HN0420.and have an estimated accuracy of +/- 3 meters.
 HN0420
 HN0420.The orthometric height was determined by differential leveling and
 HN0420.adjusted by the NATIONAL GEODETIC SURVEY
 HN0420.in June 1991.
 HN0420
 HN0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0420.GEOID18 height accuracy estimate available here.
 HN0420
 HN0420.Click photographs - Photos may exist for this station.
 HN0420
 HN0420.The dynamic height is computed by dividing the NAVD 88
 HN0420.geopotential number by the normal gravity value computed on the
 HN0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0420.degrees latitude (g = 980.6199 gals.).
 HN0420
 HN0420.The modeled gravity was interpolated from observed gravity values.
 HN0420
 HN0420;                    North         East    Units  Estimated Accuracy
 HN0420;SPC UT S     - 3,051,713.3     509,924.0     MT  (+/- 3 meters HH1 GPS) 
 HN0420
 HN0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG6550909649(NAD 83)
 HN0420
 HN0420                          SUPERSEDED SURVEY CONTROL
 HN0420
 HN0420  NGVD 29 (??/??/92) 1333.715  (m)         4375.70   (f) ADJ UNCH    1 2
 HN0420
 HN0420.Superseded values are not recommended for survey control.
 HN0420
 HN0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0420.See file dsdata.pdf to determine how the superseded data were derived.
 HN0420
 HN0420_MARKER: DB = BENCH MARK DISK
 HN0420_SETTING: 80 = SET IN A BOULDER
 HN0420_STAMPING: H 151 1962
 HN0420_MARK LOGO: CGS
 HN0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0420+STABILITY: SURFACE MOTION
 HN0420
 HN0420  HISTORY     - Date     Condition        Report By
 HN0420  HISTORY     - 1962     MONUMENTED       CGS
 HN0420  HISTORY     - 1979     GOOD             USGS
 HN0420  HISTORY     - 1979     GOOD             USGS
 HN0420
 HN0420                          STATION DESCRIPTION
 HN0420
 HN0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0420'21.5 MI E FROM GLEN CANYON CITY.
 HN0420'ABOUT 17.75 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0420'SERVICE STATION AT GLEN CANYON CITY.  THENCE 3.75 MILES EAST ALONG A
 HN0420'DIM BULLDOZED TRAIL ROAD, ABOUT 0.15 MILE NORTHWEST OF AND ACROSS THE
 HN0420'TRAIL ROAD FROM A SMALL HILL, ABOUT 400 FEET SOUTHWEST OF THE BASE OF
 HN0420'A POINTED HILL, 93 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 26.5
 HN0420'FEET NORTH-NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 HN0420'ROAD, AND SET IN THE TOP OF A SMALL BOULDER WHICH PROJECTS ABOUT 4
 HN0420'INCHES ABOVE THE GROUND.
 HN0420
 HN0420                          STATION RECOVERY (1979)
 HN0420
 HN0420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HN0420'TO REACH FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E. ON
 HN0420'GRAIDED DIRT ROAD FOR 13.7 MILES TO ROAD FORK WITH SIGN ESCALANTE 88
 HN0420'MI. AND GRAND BENCH 27 MI., GO RIGHT E ON DIRT ROAD FOR 3.2 MILES. TO
 HN0420'ROAD FORK, GO LEFT E. ON ROAD FOR 2.65 MILES TO BM SITE. 93 FT. N.
 HN0420'CTR. ROAD, AND SET IN TOP OF A SMALL BOULDER.
 HN0420
 HN0420                          STATION RECOVERY (1979)
 HN0420
 HN0420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HN0420'TO REACH FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E. ON
 HN0420'GRAIDED DIRT ROAD FOR 13.7 MILES TO ROAD FORK WITH SIGN ESCALANTE 88
 HN0420'MI. AND GRAND BENCH 27 MI., GO RIGHT E ON DIRT ROAD FOR 3.2 MILES. TO
 HN0420'ROAD FORK, GO LEFT E. ON ROAD FOR 2.65 MILES TO BM SITE. 93 FT. N.
 HN0420'CTR. ROAD, AND SET IN TOP OF A SMALL BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0280 ***********************************************************************
 HN0280  DESIGNATION -  H 152
 HN0280  PID         -  HN0280
 HN0280  STATE/COUNTY-  UT/KANE
 HN0280  COUNTRY     -  US
 HN0280  USGS QUAD   -  NASJA MESA (2017)
 HN0280
 HN0280                         *CURRENT SURVEY CONTROL
 HN0280  ______________________________________________________________________
 HN0280* NAD 83(1986) POSITION- 37 09 46.     (N) 110 57 03.     (W)   SCALED
 HN0280* NAVD 88 ORTHO HEIGHT -  1275.795 (meters)     4185.67  (feet) ADJUSTED
 HN0280  ______________________________________________________________________
 HN0280  GEOID HEIGHT    -        -22.813 (meters)                     GEOID18
 HN0280  DYNAMIC HEIGHT  -       1274.232 (meters)     4180.54  (feet) COMP
 HN0280  MODELED GRAVITY -    979,364.4   (mgal)                       NAVD 88
 HN0280
 HN0280  VERT ORDER      -  FIRST     CLASS II
 HN0280
 HN0280.The horizontal coordinates were scaled from a map and have
 HN0280.an estimated accuracy of +/- 6 seconds.
 HN0280
 HN0280.The orthometric height was determined by differential leveling and
 HN0280.adjusted by the NATIONAL GEODETIC SURVEY
 HN0280.in June 1991.
 HN0280
 HN0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0280.GEOID18 height accuracy estimate available here.
 HN0280
 HN0280.Click photographs - Photos may exist for this station.
 HN0280
 HN0280.The dynamic height is computed by dividing the NAVD 88
 HN0280.geopotential number by the normal gravity value computed on the
 HN0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0280.degrees latitude (g = 980.6199 gals.).
 HN0280
 HN0280.The modeled gravity was interpolated from observed gravity values.
 HN0280
 HN0280;                    North         East    Units  Estimated Accuracy
 HN0280;SPC UT S     - 3,055,200.      548,780.      MT  (+/- 180 meters Scaled)
 HN0280
 HN0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG043129(NAD 83)
 HN0280
 HN0280                          SUPERSEDED SURVEY CONTROL
 HN0280
 HN0280  NGVD 29 (??/??/92) 1274.700  (m)         4182.08   (f) ADJ UNCH    1 2
 HN0280
 HN0280.Superseded values are not recommended for survey control.
 HN0280
 HN0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0280.See file dsdata.pdf to determine how the superseded data were derived.
 HN0280
 HN0280_MARKER: DB = BENCH MARK DISK
 HN0280_SETTING: 66 = SET IN ROCK OUTCROP
 HN0280_STAMPING: H 152 1962
 HN0280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0280+STABILITY: POSITION/ELEVATION WELL
 HN0280
 HN0280  HISTORY     - Date     Condition        Report By
 HN0280  HISTORY     - 1962     MONUMENTED       CGS
 HN0280
 HN0280                          STATION DESCRIPTION
 HN0280
 HN0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0280'12.9 MI SW FROM HOLE-IN-THE-ROCK.
 HN0280'12.9 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK. ABOUT
 HN0280'0.6 MILE WEST OF A POINT IN THE CLIFFS, ABOUT 0.4 MILE NORTHEAST OF
 HN0280'THE CANYON IN NAVAJO VALLEY, ABOUT 150 FEET SOUTHWEST OF A ROCK AROUND
 HN0280'THE BASE OF THE CLIFFS, SET IN SANDSTONE ROCK, 117.5 FEET SOUTHWEST OF
 HN0280'A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0463 ***********************************************************************
 HN0463  DESIGNATION -  H 153
 HN0463  PID         -  HN0463
 HN0463  STATE/COUNTY-  UT/KANE
 HN0463  COUNTRY     -  US
 HN0463  USGS QUAD   -  NAVAJO POINT (2017)
 HN0463
 HN0463                         *CURRENT SURVEY CONTROL
 HN0463  ______________________________________________________________________
 HN0463* NAD 83(1986) POSITION- 37 10 56.     (N) 111 00 53.     (W)   SCALED
 HN0463* NAVD 88 ORTHO HEIGHT -  1924.190 (meters)     6312.95  (feet) ADJUSTED
 HN0463  ______________________________________________________________________
 HN0463  GEOID HEIGHT    -        -22.742 (meters)                     GEOID18
 HN0463  DYNAMIC HEIGHT  -       1921.781 (meters)     6305.04  (feet) COMP
 HN0463  MODELED GRAVITY -    979,310.5   (mgal)                       NAVD 88
 HN0463
 HN0463  VERT ORDER      -  FIRST     CLASS II
 HN0463
 HN0463.The horizontal coordinates were scaled from a map and have
 HN0463.an estimated accuracy of +/- 6 seconds.
 HN0463
 HN0463.The orthometric height was determined by differential leveling and
 HN0463.adjusted by the NATIONAL GEODETIC SURVEY
 HN0463.in June 1991.
 HN0463
 HN0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0463.GEOID18 height accuracy estimate available here.
 HN0463
 HN0463.Click photographs - Photos may exist for this station.
 HN0463
 HN0463.The dynamic height is computed by dividing the NAVD 88
 HN0463.geopotential number by the normal gravity value computed on the
 HN0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0463.degrees latitude (g = 980.6199 gals.).
 HN0463
 HN0463.The modeled gravity was interpolated from observed gravity values.
 HN0463
 HN0463;                    North         East    Units  Estimated Accuracy
 HN0463;SPC UT S     - 3,057,330.      543,090.      MT  (+/- 180 meters Scaled)
 HN0463
 HN0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG986150(NAD 83)
 HN0463
 HN0463                          SUPERSEDED SURVEY CONTROL
 HN0463
 HN0463  NGVD 29 (??/??/92) 1923.129  (m)         6309.47   (f) ADJ UNCH    1 2
 HN0463
 HN0463.Superseded values are not recommended for survey control.
 HN0463
 HN0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0463.See file dsdata.pdf to determine how the superseded data were derived.
 HN0463
 HN0463_MARKER: DB = BENCH MARK DISK
 HN0463_SETTING: 80 = SET IN A BOULDER
 HN0463_STAMPING: H 153 1962
 HN0463_MARK LOGO: CGS
 HN0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0463+STABILITY: SURFACE MOTION
 HN0463
 HN0463  HISTORY     - Date     Condition        Report By
 HN0463  HISTORY     - 1962     MONUMENTED       CGS
 HN0463
 HN0463                          STATION DESCRIPTION
 HN0463
 HN0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0463'15.05 MI SW FROM HOLE IN THE ROCK.
 HN0463'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0463'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0463'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0463'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0463'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0463'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0463'PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0463'HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0463'CLIFFS.  THENCE 2.4 MILES SOUTH-SOUTHEAST ALONG A COW PATH.  THENCE
 HN0463'0.9 MILE SOUTH ACROSS ROCKY COUNTRY LEADING TO NAVAJO POINT, 26.0 FEET
 HN0463'NORTH-NORTHEAST OF A METAL WITNESS POST, 7 FEET NORTHEAST OF A DIM COW
 HN0463'PATH, AND SET IN THE TOP OF A BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0334 ***********************************************************************
 MS0334  DESIGNATION -  H 154
 MS0334  PID         -  MS0334
 MS0334  STATE/COUNTY-  UT/BOX ELDER
 MS0334  COUNTRY     -  US
 MS0334  USGS QUAD   -  MEADOW SPRING (2017)
 MS0334
 MS0334                         *CURRENT SURVEY CONTROL
 MS0334  ______________________________________________________________________
 MS0334* NAD 83(1986) POSITION- 41 15 48.     (N) 113 09 26.     (W)   SCALED
 MS0334* NAVD 88 ORTHO HEIGHT -  1287.400 (meters)     4223.74  (feet) ADJUSTED
 MS0334  ______________________________________________________________________
 MS0334  GEOID HEIGHT    -        -16.846 (meters)                     GEOID18
 MS0334  DYNAMIC HEIGHT  -       1286.506 (meters)     4220.81  (feet) COMP
 MS0334  MODELED GRAVITY -    979,884.2   (mgal)                       NAVD 88
 MS0334
 MS0334  VERT ORDER      -  SECOND    CLASS 0
 MS0334
 MS0334.The horizontal coordinates were scaled from a map and have
 MS0334.an estimated accuracy of +/- 6 seconds.
 MS0334
 MS0334.The orthometric height was determined by differential leveling and
 MS0334.adjusted by the NATIONAL GEODETIC SURVEY
 MS0334.in June 1991.
 MS0334
 MS0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0334.GEOID18 height accuracy estimate available here.
 MS0334
 MS0334.Click photographs - Photos may exist for this station.
 MS0334
 MS0334.The dynamic height is computed by dividing the NAVD 88
 MS0334.geopotential number by the normal gravity value computed on the
 MS0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0334.degrees latitude (g = 980.6199 gals.).
 MS0334
 MS0334.The modeled gravity was interpolated from observed gravity values.
 MS0334
 MS0334;                    North         East    Units  Estimated Accuracy
 MS0334;SPC UT N     - 1,104,600.      361,140.      MT  (+/- 180 meters Scaled)
 MS0334
 MS0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL192702(NAD 83)
 MS0334
 MS0334                          SUPERSEDED SURVEY CONTROL
 MS0334
 MS0334  NGVD 29 (??/??/92) 1286.414  (m)         4220.51   (f) ADJ UNCH    2 0
 MS0334
 MS0334.Superseded values are not recommended for survey control.
 MS0334
 MS0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0334.See file dsdata.pdf to determine how the superseded data were derived.
 MS0334
 MS0334_MARKER: DB = BENCH MARK DISK
 MS0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0334_STAMPING: H 154 1966
 MS0334_MARK LOGO: CGS
 MS0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0334+STABILITY: SURFACE MOTION
 MS0334
 MS0334  HISTORY     - Date     Condition        Report By
 MS0334  HISTORY     - 1966     MONUMENTED       CGS
 MS0334
 MS0334                          STATION DESCRIPTION
 MS0334
 MS0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0334'1.85 MI W FROM HOGUP.
 MS0334'1.85 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STOCK
 MS0334'PENS AT HOGUP, 5 POLES EAST AND ACROSS THE TRACK FROM MILE POST 719,
 MS0334'0.3 MILE WEST OF THE WEST END OF HOGUP SIDING, 50.1 FEET SOUTH OF THE
 MS0334'SOUTH RAIL, 1 1/2 FEET EAST OF A TELEPHONE POLE, 2.2 FEET WEST OF A
 MS0334'WITNESS POST, 1 FOOT LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE
 MS0334'POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0420 ***********************************************************************
 MS0420  DESIGNATION -  H 155
 MS0420  PID         -  MS0420
 MS0420  STATE/COUNTY-  UT/BOX ELDER
 MS0420  COUNTRY     -  US
 MS0420  USGS QUAD   -  BOVINE SE (2017)
 MS0420
 MS0420                         *CURRENT SURVEY CONTROL
 MS0420  ______________________________________________________________________
 MS0420* NAD 83(1986) POSITION- 41 18 50.     (N) 113 37 04.     (W)   SCALED
 MS0420* NAVD 88 ORTHO HEIGHT -  1288.993 (meters)     4228.97  (feet) ADJUSTED
 MS0420  ______________________________________________________________________
 MS0420  GEOID HEIGHT    -        -16.937 (meters)                     GEOID18
 MS0420  DYNAMIC HEIGHT  -       1288.091 (meters)     4226.01  (feet) COMP
 MS0420  MODELED GRAVITY -    979,878.7   (mgal)                       NAVD 88
 MS0420
 MS0420  VERT ORDER      -  SECOND    CLASS 0
 MS0420
 MS0420.The horizontal coordinates were scaled from a map and have
 MS0420.an estimated accuracy of +/- 6 seconds.
 MS0420
 MS0420.The orthometric height was determined by differential leveling and
 MS0420.adjusted by the NATIONAL GEODETIC SURVEY
 MS0420.in June 1991.
 MS0420
 MS0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0420.GEOID18 height accuracy estimate available here.
 MS0420
 MS0420.Click photographs - Photos may exist for this station.
 MS0420
 MS0420.The dynamic height is computed by dividing the NAVD 88
 MS0420.geopotential number by the normal gravity value computed on the
 MS0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0420.degrees latitude (g = 980.6199 gals.).
 MS0420
 MS0420.The modeled gravity was interpolated from observed gravity values.
 MS0420
 MS0420;                    North         East    Units  Estimated Accuracy
 MS0420;SPC UT N     - 1,111,050.      322,690.      MT  (+/- 180 meters Scaled)
 MS0420
 MS0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL808769(NAD 83)
 MS0420
 MS0420                          SUPERSEDED SURVEY CONTROL
 MS0420
 MS0420  NGVD 29 (??/??/92) 1288.00   (m)         4225.7    (f) COMPUTED    2 0
 MS0420
 MS0420.Superseded values are not recommended for survey control.
 MS0420
 MS0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0420.See file dsdata.pdf to determine how the superseded data were derived.
 MS0420
 MS0420_MARKER: DB = BENCH MARK DISK
 MS0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0420_STAMPING: H 155 1966
 MS0420_MARK LOGO: CGS
 MS0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0420+STABILITY: SURFACE MOTION
 MS0420
 MS0420  HISTORY     - Date     Condition        Report By
 MS0420  HISTORY     - 1966     MONUMENTED       CGS
 MS0420
 MS0420                          STATION DESCRIPTION
 MS0420
 MS0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0420'15.55 MI E FROM LUCIN.
 MS0420'15.55 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE CROSSING
 MS0420'OF STATE HIGHWAY 70 AT LUCIN, 2 1/2 FEET EAST OF THE THIRD POLE WEST
 MS0420'OF MILE POST 695, 58.1 FEET NORTH OF THE NORTH RAIL, 2.4 FEET WEST OF
 MS0420'A WITNESS POST, ABOUT 4 1/2 FEET LOWER THAN THE TRACK AND IN THE TOP
 MS0420'OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0162 ***********************************************************************
 LO0162  DESIGNATION -  H 159
 LO0162  PID         -  LO0162
 LO0162  STATE/COUNTY-  UT/SUMMIT
 LO0162  COUNTRY     -  US
 LO0162  USGS QUAD   -  MIRROR LAKE (2017)
 LO0162
 LO0162                         *CURRENT SURVEY CONTROL
 LO0162  ______________________________________________________________________
 LO0162* NAD 83(1986) POSITION- 40 38 52.     (N) 110 56 47.     (W)   SCALED
 LO0162* NAVD 88 ORTHO HEIGHT -  2789.148 (meters)     9150.73  (feet) ADJUSTED
 LO0162  ______________________________________________________________________
 LO0162  GEOID HEIGHT    -        -13.151 (meters)                     GEOID18
 LO0162  DYNAMIC HEIGHT  -       2786.177 (meters)     9140.98  (feet) COMP
 LO0162  MODELED GRAVITY -    979,457.1   (mgal)                       NAVD 88
 LO0162
 LO0162  VERT ORDER      -  SECOND    CLASS 0
 LO0162
 LO0162.The horizontal coordinates were scaled from a map and have
 LO0162.an estimated accuracy of +/- 6 seconds.
 LO0162
 LO0162.The orthometric height was determined by differential leveling and
 LO0162.adjusted by the NATIONAL GEODETIC SURVEY
 LO0162.in June 1991.
 LO0162
 LO0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0162.GEOID18 height accuracy estimate available here.
 LO0162
 LO0162.Click photographs - Photos may exist for this station.
 LO0162
 LO0162.The dynamic height is computed by dividing the NAVD 88
 LO0162.geopotential number by the normal gravity value computed on the
 LO0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0162.degrees latitude (g = 980.6199 gals.).
 LO0162
 LO0162.The modeled gravity was interpolated from observed gravity values.
 LO0162
 LO0162;                    North         East    Units  Estimated Accuracy
 LO0162;SPC UT N     - 1,035,070.      546,830.      MT  (+/- 180 meters Scaled)
 LO0162
 LO0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK045996(NAD 83)
 LO0162
 LO0162                          SUPERSEDED SURVEY CONTROL
 LO0162
 LO0162  NGVD 29 (??/??/92) 2787.615  (m)         9145.70   (f) ADJ UNCH    2 0
 LO0162
 LO0162.Superseded values are not recommended for survey control.
 LO0162
 LO0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0162.See file dsdata.pdf to determine how the superseded data were derived.
 LO0162
 LO0162_MARKER: DB = BENCH MARK DISK
 LO0162_SETTING: 66 = SET IN ROCK OUTCROP
 LO0162_STAMPING: H 159 1962
 LO0162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0162+STABILITY: POSITION/ELEVATION WELL
 LO0162
 LO0162  HISTORY     - Date     Condition        Report By
 LO0162  HISTORY     - 1962     MONUMENTED       CGS
 LO0162
 LO0162                          STATION DESCRIPTION
 LO0162
 LO0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0162'23.9 MI E FROM KAMAS.
 LO0162'23.9 MILES EAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0162'HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP OF AN OUTCROP WHICH
 LO0162'PROJECTS ABOUT 2 FEET ABOVE THE GROUND, 109 FEET WEST-NORTHWEST OF THE
 LO0162'CENTER LINE OF THE HIGHWAY, 124 FEET WEST-SOUTHWEST OF THE
 LO0162'WEST-SOUTHWEST CORNER OF A WOODEN BRIDGE OVER UPPER PROVO RIVER, 5.3
 LO0162'FEET NORTHWEST OF A WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0230 ***********************************************************************
 HO0230  DESIGNATION -  H 16
 HO0230  PID         -  HO0230
 HO0230  STATE/COUNTY-  UT/WASHINGTON
 HO0230  COUNTRY     -  US
 HO0230  USGS QUAD   -  VIRGIN (2017)
 HO0230
 HO0230                         *CURRENT SURVEY CONTROL
 HO0230  ______________________________________________________________________
 HO0230* NAD 83(1986) POSITION- 37 11 51.     (N) 113 09 52.     (W)   SCALED
 HO0230* NAVD 88 ORTHO HEIGHT -  1087.183 (meters)     3566.87  (feet) ADJUSTED
 HO0230  ______________________________________________________________________
 HO0230  GEOID HEIGHT    -        -23.132 (meters)                     GEOID18
 HO0230  DYNAMIC HEIGHT  -       1086.028 (meters)     3563.08  (feet) COMP
 HO0230  MODELED GRAVITY -    979,532.0   (mgal)                       NAVD 88
 HO0230
 HO0230  VERT ORDER      -  FIRST     CLASS II
 HO0230
 HO0230.The horizontal coordinates were scaled from a map and have
 HO0230.an estimated accuracy of +/- 6 seconds.
 HO0230
 HO0230.The orthometric height was determined by differential leveling and
 HO0230.adjusted by the NATIONAL GEODETIC SURVEY
 HO0230.in June 1991.
 HO0230
 HO0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0230.GEOID18 height accuracy estimate available here.
 HO0230
 HO0230.Click photographs - Photos may exist for this station.
 HO0230
 HO0230.The dynamic height is computed by dividing the NAVD 88
 HO0230.geopotential number by the normal gravity value computed on the
 HO0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0230.degrees latitude (g = 980.6199 gals.).
 HO0230
 HO0230.The modeled gravity was interpolated from observed gravity values.
 HO0230
 HO0230;                    North         East    Units  Estimated Accuracy
 HO0230;SPC UT S     - 3,060,230.      352,240.      MT  (+/- 180 meters Scaled)
 HO0230
 HO0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG079189(NAD 83)
 HO0230
 HO0230                          SUPERSEDED SURVEY CONTROL
 HO0230
 HO0230.No superseded survey control is available for this station.
 HO0230
 HO0230_MARKER: DD = SURVEY DISK
 HO0230_SETTING: 66 = SET IN ROCK OUTCROP
 HO0230_STAMPING: H 16 1928
 HO0230_MARK LOGO: USGS
 HO0230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0230+STABILITY: POSITION/ELEVATION WELL
 HO0230
 HO0230  HISTORY     - Date     Condition        Report By
 HO0230  HISTORY     - 1928     MONUMENTED       USGS
 HO0230  HISTORY     - 1982     GOOD             NGS
 HO0230
 HO0230                          STATION DESCRIPTION
 HO0230
 HO0230'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 HO0230'2.4 MI SE FROM VIRGIN.
 HO0230'ABOUT 2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM VIRGIN,
 HO0230'WASHINGTON COUNTY, 14 FEET EAST OF THE JUNCTION OF AN OLD ROAD, EAST
 HO0230'OF A DRAW, 40 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND IN A
 HO0230'LAVA OUTCROP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HO0230'STAMPED H 16 1928.
 HO0230
 HO0230                          STATION RECOVERY (1982)
 HO0230
 HO0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0230'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.15 KM
 HO0230'(0.1 MI) NORTH ALONG A PAVED ROAD FROM THE POST OFFICE IN VIRGIN,
 HO0230'THENCE 2.35 KM (1.45 MI) EAST ALONG STATE HIGHWAY 9, 0.55 KM (0.35 MI)
 HO0230'WEST OF MILEPOST 20, IN TOP OF THE WEST EDGE OF A 1- BY 2-FOOT
 HO0230'VOLCANIC BOULDER AT THE CROSSING OF DALTON WASH, 12.0 METERS (39.5 FT)
 HO0230'SOUTH OF THE HIGHWAY CENTERLINE, 29.2 METERS (96 FT) EAST OF THE EAST
 HO0230'END OF THE SOUTH HEADWALL FOR AN 8- BY 10-FOOT BOX CULVERT FOR DALTON
 HO0230'WASH, 22.1 METERS (72.5 FT) EAST OF THE CENTER OF A TRACK ROAD LEADING
 HO0230'SOUTH, 5.2 METERS (17 FT) EAST OF THE EXTENDED CENTER OF A TRACK ROAD
 HO0230'ROAD LEADING NORTHEAST UP DALTON WASH, 3.3 METERS (11 FT) NORTH OF THE
 HO0230'RIGHT OF WAY FENCE.
 HO0230'THE MARK IS 1.0 METERS  SW FROM A WITNESS POST.
 HO0230'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0168 ***********************************************************************
 HO0168  DESIGNATION -  H 16
 HO0168  PID         -  HO0168
 HO0168  STATE/COUNTY-  UT/KANE
 HO0168  COUNTRY     -  US
 HO0168  USGS QUAD   -  LONG VALLEY JUNCTION (2017)
 HO0168
 HO0168                         *CURRENT SURVEY CONTROL
 HO0168  ______________________________________________________________________
 HO0168* NAD 83(1986) POSITION- 37 22 54.     (N) 112 34 45.     (W)   SCALED
 HO0168* NAVD 88 ORTHO HEIGHT -  1943.27  (+/-2cm)     6375.5   (feet) VERTCON3
 HO0168  ______________________________________________________________________
 HO0168  GEOID HEIGHT    -        -21.200 (meters)                     GEOID18
 HO0168  VERT ORDER      -  ? (See Below)
 HO0168
 HO0168.The horizontal coordinates were scaled from a map and have
 HO0168.an estimated accuracy of +/- 6 seconds.
 HO0168
 HO0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0168
 HO0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0168.GEOID18 height accuracy estimate available here.
 HO0168
 HO0168.The vertical order pertains to the NGVD 29 superseded value.
 HO0168
 HO0168.Click photographs - Photos may exist for this station.
 HO0168
 HO0168;                    North         East    Units  Estimated Accuracy
 HO0168;SPC UT S     - 3,079,900.      404,430.      MT  (+/- 180 meters Scaled)
 HO0168
 HO0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG601383(NAD 83)
 HO0168
 HO0168                          SUPERSEDED SURVEY CONTROL
 HO0168
 HO0168  NGVD 29 (??/??/92) 1942.053  (m)         6371.55   (f) ADJ UNCH       
 HO0168
 HO0168.Superseded values are not recommended for survey control.
 HO0168
 HO0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0168.See file dsdata.pdf to determine how the superseded data were derived.
 HO0168
 HO0168_MARKER: DB = BENCH MARK DISK
 HO0168_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0168_SP_SET: CULVERT HEADWALL
 HO0168_STAMPING: H 16 1931
 HO0168_MARK LOGO: USGS
 HO0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0168+STABILITY: SURFACE MOTION
 HO0168
 HO0168  HISTORY     - Date     Condition        Report By
 HO0168  HISTORY     - 1931     MONUMENTED       USGS
 HO0168  HISTORY     - 20101208 MARK NOT FOUND   GEOCAC
 HO0168  HISTORY     - 20120612 MARK NOT FOUND   GEOCAC
 HO0168
 HO0168                          STATION DESCRIPTION
 HO0168
 HO0168'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HO0168'5.2 MI NE FROM GLENDALE.
 HO0168'ABOUT 5.2 MILES NORTHEAST ALONG U.S. HIGHWAY 89 FROM GLENDALE, KANE
 HO0168'COUNTY, IN THE CENTER OF THE TOP OF THE CONCRETE HEAD WALL OF A
 HO0168'CULVERT, ABOUT 150 FEET NORTH OF A LONE PINE TREE, AND 9 FEET
 HO0168'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES
 HO0168'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 16 1931.
 HO0168
 HO0168                          STATION RECOVERY (2010)
 HO0168
 HO0168'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HO0168'OLD ROADWAY CUT HAS BEEN REMOVED.
 HO0168'
 HO0168
 HO0168                          STATION RECOVERY (2012)
 HO0168
 HO0168'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0168'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION. THE ROADWAY HAS
 HO0168'BEEN WIDENED AND THE DISTANCE FALLS IN THE PAVED AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0176 ***********************************************************************
 LO0176  DESIGNATION -  H 160
 LO0176  PID         -  LO0176
 LO0176  STATE/COUNTY-  UT/DUCHESNE
 LO0176  COUNTRY     -  US
 LO0176  USGS QUAD   -  MIRROR LAKE (2017)
 LO0176
 LO0176                         *CURRENT SURVEY CONTROL
 LO0176  ______________________________________________________________________
 LO0176* NAD 83(1986) POSITION- 40 42 08.     (N) 110 53 36.     (W)   SCALED
 LO0176* NAVD 88 ORTHO HEIGHT -  3120.482 (meters)    10237.78  (feet) ADJUSTED
 LO0176  ______________________________________________________________________
 LO0176  GEOID HEIGHT    -        -12.819 (meters)                     GEOID18
 LO0176  DYNAMIC HEIGHT  -       3117.078 (meters)    10226.61  (feet) COMP
 LO0176  MODELED GRAVITY -    979,417.7   (mgal)                       NAVD 88
 LO0176
 LO0176  VERT ORDER      -  SECOND    CLASS 0
 LO0176
 LO0176.The horizontal coordinates were scaled from a map and have
 LO0176.an estimated accuracy of +/- 6 seconds.
 LO0176
 LO0176.The orthometric height was determined by differential leveling and
 LO0176.adjusted by the NATIONAL GEODETIC SURVEY
 LO0176.in June 1991.
 LO0176
 LO0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0176.GEOID18 height accuracy estimate available here.
 LO0176
 LO0176.Click photographs - Photos may exist for this station.
 LO0176
 LO0176.The dynamic height is computed by dividing the NAVD 88
 LO0176.geopotential number by the normal gravity value computed on the
 LO0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0176.degrees latitude (g = 980.6199 gals.).
 LO0176
 LO0176.The modeled gravity was interpolated from observed gravity values.
 LO0176
 LO0176;                    North         East    Units  Estimated Accuracy
 LO0176;SPC UT C     - 2,263,180.      551,270.      MT  (+/- 180 meters Scaled)
 LO0176
 LO0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL090057(NAD 83)
 LO0176
 LO0176                          SUPERSEDED SURVEY CONTROL
 LO0176
 LO0176  NGVD 29 (??/??/92) 3118.892  (m)        10232.56   (f) ADJ UNCH    2 0
 LO0176
 LO0176.Superseded values are not recommended for survey control.
 LO0176
 LO0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0176.See file dsdata.pdf to determine how the superseded data were derived.
 LO0176
 LO0176_MARKER: DB = BENCH MARK DISK
 LO0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0176_SP_SET: CULVERT
 LO0176_STAMPING: H 160 1962
 LO0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0176
 LO0176  HISTORY     - Date     Condition        Report By
 LO0176  HISTORY     - 1962     MONUMENTED       CGS
 LO0176
 LO0176                          STATION DESCRIPTION
 LO0176
 LO0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0176'32.2 MI NE FROM KAMAS.
 LO0176'32.2 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0176'HIGHWAY 189 ALTERNATE AT KAMAS, 222 FEET SOUTH-SOUTHEAST OF THE CENTER
 LO0176'OF THE JUNCTION OF A ROAD LEADING TO MIRROR LAKE, IN THE TOP OF A 9-
 LO0176'BY 15-FOOT BOULDER WHICH IS ACROSS THE HIGHWAY FROM MIRROR LAKE
 LO0176'SERVICE STATION, 28 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE
 LO0176'HIGHWAY, 52 FEET EAST-NORTHEAST OF THE EAST-NORTHEAST WOODEN POST
 LO0176'SUPPORTING MIRROR LAKE SERVICE SIGN, 23 FEET NORTHEAST OF THE
 LO0176'NORTHEAST END OF A 24-INCH PIPE CULVERT, 8.3 FEET EAST-NORTHEAST OF A
 LO0176'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND 2.5 FEET ABOVE THE
 LO0176'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0331 ***********************************************************************
 LO0331  DESIGNATION -  H 161
 LO0331  PID         -  LO0331
 LO0331  STATE/COUNTY-  UT/SUMMIT
 LO0331  COUNTRY     -  US
 LO0331  USGS QUAD   -  TURNER HOLLOW (2017)
 LO0331
 LO0331                         *CURRENT SURVEY CONTROL
 LO0331  ______________________________________________________________________
 LO0331* NAD 83(1986) POSITION- 40 55 29.     (N) 111 20 46.     (W)   SCALED
 LO0331* NAVD 88 ORTHO HEIGHT -  1748.959 (meters)     5738.04  (feet) ADJUSTED
 LO0331  ______________________________________________________________________
 LO0331  GEOID HEIGHT    -        -15.689 (meters)                     GEOID18
 LO0331  DYNAMIC HEIGHT  -       1747.388 (meters)     5732.89  (feet) COMP
 LO0331  MODELED GRAVITY -    979,665.1   (mgal)                       NAVD 88
 LO0331
 LO0331  VERT ORDER      -  SECOND    CLASS 0
 LO0331
 LO0331.The horizontal coordinates were scaled from a map and have
 LO0331.an estimated accuracy of +/- 6 seconds.
 LO0331
 LO0331.The orthometric height was determined by differential leveling and
 LO0331.adjusted by the NATIONAL GEODETIC SURVEY
 LO0331.in June 1991.
 LO0331
 LO0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0331.GEOID18 height accuracy estimate available here.
 LO0331
 LO0331.Click photographs - Photos may exist for this station.
 LO0331
 LO0331.The dynamic height is computed by dividing the NAVD 88
 LO0331.geopotential number by the normal gravity value computed on the
 LO0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0331.degrees latitude (g = 980.6199 gals.).
 LO0331
 LO0331.The modeled gravity was interpolated from observed gravity values.
 LO0331
 LO0331;                    North         East    Units  Estimated Accuracy
 LO0331;SPC UT N     - 1,065,690.      512,960.      MT  (+/- 180 meters Scaled)
 LO0331
 LO0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL708304(NAD 83)
 LO0331
 LO0331                          SUPERSEDED SURVEY CONTROL
 LO0331
 LO0331  NGVD 29 (??/??/92) 1747.672  (m)         5733.82   (f) ADJ UNCH    2 0
 LO0331
 LO0331.Superseded values are not recommended for survey control.
 LO0331
 LO0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0331.See file dsdata.pdf to determine how the superseded data were derived.
 LO0331
 LO0331_MARKER: DB = BENCH MARK DISK
 LO0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0331_STAMPING: H 161 1962
 LO0331_MARK LOGO: CGS
 LO0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0331+STABILITY: SURFACE MOTION
 LO0331
 LO0331  HISTORY     - Date     Condition        Report By
 LO0331  HISTORY     - 1962     MONUMENTED       CGS
 LO0331
 LO0331                          STATION DESCRIPTION
 LO0331
 LO0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0331'3.05 MI E FROM COALVILLE.
 LO0331'3.05 MILES EAST ALONG STATE HIGHWAY 133 FROM THE COURT HOUSE AT
 LO0331'COALVILLE, 171 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM MILEPOST 3,
 LO0331'23 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 6.0 FEET SOUTH OF A
 LO0331'FENCE, 3 FEET WEST OF A TELEPHONE POLE, 1.8 FEET EAST OF A WITNESS
 LO0331'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 LO0331'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0198 ***********************************************************************
 LO0198  DESIGNATION -  H 162
 LO0198  PID         -  LO0198
 LO0198  STATE/COUNTY-  UT/SUMMIT
 LO0198  COUNTRY     -  US
 LO0198  USGS QUAD   -  DEADMAN MOUNTAIN (2017)
 LO0198
 LO0198                         *CURRENT SURVEY CONTROL
 LO0198  ______________________________________________________________________
 LO0198* NAD 83(1986) POSITION- 40 53 53.     (N) 110 49 44.     (W)   SCALED
 LO0198* NAVD 88 ORTHO HEIGHT -  2567.858 (meters)     8424.71  (feet) ADJUSTED
 LO0198  ______________________________________________________________________
 LO0198  GEOID HEIGHT    -        -13.227 (meters)                     GEOID18
 LO0198  DYNAMIC HEIGHT  -       2565.235 (meters)     8416.11  (feet) COMP
 LO0198  MODELED GRAVITY -    979,509.4   (mgal)                       NAVD 88
 LO0198
 LO0198  VERT ORDER      -  SECOND    CLASS 0
 LO0198
 LO0198.The horizontal coordinates were scaled from a map and have
 LO0198.an estimated accuracy of +/- 6 seconds.
 LO0198
 LO0198.The orthometric height was determined by differential leveling and
 LO0198.adjusted by the NATIONAL GEODETIC SURVEY
 LO0198.in June 1991.
 LO0198
 LO0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0198.GEOID18 height accuracy estimate available here.
 LO0198
 LO0198.Click photographs - Photos may exist for this station.
 LO0198
 LO0198.The dynamic height is computed by dividing the NAVD 88
 LO0198.geopotential number by the normal gravity value computed on the
 LO0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0198.degrees latitude (g = 980.6199 gals.).
 LO0198
 LO0198.The modeled gravity was interpolated from observed gravity values.
 LO0198
 LO0198;                    North         East    Units  Estimated Accuracy
 LO0198;SPC UT N     - 1,062,930.      556,550.      MT  (+/- 180 meters Scaled)
 LO0198
 LO0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL144274(NAD 83)
 LO0198
 LO0198                          SUPERSEDED SURVEY CONTROL
 LO0198
 LO0198  NGVD 29 (??/??/92) 2566.335  (m)         8419.72   (f) ADJ UNCH    2 0
 LO0198
 LO0198.Superseded values are not recommended for survey control.
 LO0198
 LO0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0198.See file dsdata.pdf to determine how the superseded data were derived.
 LO0198
 LO0198_MARKER: DB = BENCH MARK DISK
 LO0198_SETTING: 80 = SET IN A BOULDER
 LO0198_STAMPING: H 162 1962
 LO0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0198+STABILITY: SURFACE MOTION
 LO0198
 LO0198  HISTORY     - Date     Condition        Report By
 LO0198  HISTORY     - 1962     MONUMENTED       CGS
 LO0198
 LO0198                          STATION DESCRIPTION
 LO0198
 LO0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0198'48.8 MI NE FROM KAMAS.
 LO0198'48.8 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0198'HIGHWAY 189 ALTERNATE AT KAMAS, 0.1 MILE SOUTH OF THE JUNCTION OF A
 LO0198'DIRT ROAD EAST AND STOP SIGN, IN THE TOP OF A 3-BY 5-FOOT BOULDER, 103
 LO0198'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET NORTHEAST OF A
 LO0198'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND 2.4 FEET ABOVE
 LO0198'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0587 ***********************************************************************
 HN0587  DESIGNATION -  H 163
 HN0587  PID         -  HN0587
 HN0587  STATE/COUNTY-  UT/GARFIELD
 HN0587  COUNTRY     -  US
 HN0587  USGS QUAD   -  POSY LAKE (2017)
 HN0587
 HN0587                         *CURRENT SURVEY CONTROL
 HN0587  ______________________________________________________________________
 HN0587* NAD 83(1986) POSITION- 37 55 31.     (N) 111 40 22.     (W)   SCALED
 HN0587* NAVD 88 ORTHO HEIGHT -  2460.287 (meters)     8071.79  (feet) ADJUSTED
 HN0587  ______________________________________________________________________
 HN0587  GEOID HEIGHT    -        -18.798 (meters)                     GEOID18
 HN0587  DYNAMIC HEIGHT  -       2457.181 (meters)     8061.60  (feet) COMP
 HN0587  MODELED GRAVITY -    979,277.6   (mgal)                       NAVD 88
 HN0587
 HN0587  VERT ORDER      -  SECOND    CLASS 0
 HN0587
 HN0587.The horizontal coordinates were scaled from a map and have
 HN0587.an estimated accuracy of +/- 6 seconds.
 HN0587
 HN0587.The orthometric height was determined by differential leveling and
 HN0587.adjusted by the NATIONAL GEODETIC SURVEY
 HN0587.in June 1991.
 HN0587
 HN0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0587.GEOID18 height accuracy estimate available here.
 HN0587
 HN0587.Click photographs - Photos may exist for this station.
 HN0587
 HN0587.The dynamic height is computed by dividing the NAVD 88
 HN0587.geopotential number by the normal gravity value computed on the
 HN0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0587.degrees latitude (g = 980.6199 gals.).
 HN0587
 HN0587.The modeled gravity was interpolated from observed gravity values.
 HN0587
 HN0587;                    North         East    Units  Estimated Accuracy
 HN0587;SPC UT S     - 3,139,700.      484,810.      MT  (+/- 180 meters Scaled)
 HN0587
 HN0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG408977(NAD 83)
 HN0587
 HN0587                          SUPERSEDED SURVEY CONTROL
 HN0587
 HN0587  NGVD 29 (??/??/92) 2458.905  (m)         8067.26   (f) ADJ UNCH    2 0
 HN0587
 HN0587.Superseded values are not recommended for survey control.
 HN0587
 HN0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0587.See file dsdata.pdf to determine how the superseded data were derived.
 HN0587
 HN0587_MARKER: DB = BENCH MARK DISK
 HN0587_SETTING: 80 = SET IN A BOULDER
 HN0587_STAMPING: H 163 1962
 HN0587_MARK LOGO: CGS
 HN0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0587+STABILITY: SURFACE MOTION
 HN0587
 HN0587  HISTORY     - Date     Condition        Report By
 HN0587  HISTORY     - 1962     MONUMENTED       CGS
 HN0587  HISTORY     - 1963     GOOD             CGS
 HN0587
 HN0587                          STATION DESCRIPTION
 HN0587
 HN0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0587'13.7 MI N FROM ESCALANTE.
 HN0587'13.7 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 HN0587'ESCALANTE, AT THE NORTHEAST POINT OF A TRAINGLE FORMED BY THE JUNCTION
 HN0587'OF A DIRT ROAD EAST TO BOULDER, UTAH, IN THE TOP OF A 4- BY 5-FOOT
 HN0587'BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 19 FEET WEST OF
 HN0587'THE CENTER LINE OF THE ROAD MEASURED FROM THE CENTER OF THE JUNCTION
 HN0587'OF THE SOUTHEAST LEG OF TRIANGLE, 52 FEET NORTH-NORTHWEST OF AND
 HN0587'ACROSS THE ROAD FROM A POST SUPPORTING ESCALANTE 14 MILES - BOULDER 28
 HN0587'MILES SIGN, 4.0 FEET NORTH OF A WITNESS POST, AND ABOUT 3 1/2 FEET
 HN0587'HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0652 ***********************************************************************
 HN0652  DESIGNATION -  H 164
 HN0652  PID         -  HN0652
 HN0652  STATE/COUNTY-  UT/GARFIELD
 HN0652  COUNTRY     -  US
 HN0652  USGS QUAD   -  UPPER VALLEY (2017)
 HN0652
 HN0652                         *CURRENT SURVEY CONTROL
 HN0652  ______________________________________________________________________
 HN0652* NAD 83(1986) POSITION- 37 39 42.     (N) 111 50 01.     (W)   SCALED
 HN0652* NAVD 88 ORTHO HEIGHT -  2240.554 (meters)     7350.88  (feet) ADJUSTED
 HN0652  ______________________________________________________________________
 HN0652  GEOID HEIGHT    -        -20.101 (meters)                     GEOID18
 HN0652  DYNAMIC HEIGHT  -       2237.754 (meters)     7341.70  (feet) COMP
 HN0652  MODELED GRAVITY -    979,299.7   (mgal)                       NAVD 88
 HN0652
 HN0652  VERT ORDER      -  SECOND    CLASS 0
 HN0652
 HN0652.The horizontal coordinates were scaled from a map and have
 HN0652.an estimated accuracy of +/- 6 seconds.
 HN0652
 HN0652.The orthometric height was determined by differential leveling and
 HN0652.adjusted by the NATIONAL GEODETIC SURVEY
 HN0652.in June 1991.
 HN0652
 HN0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0652.GEOID18 height accuracy estimate available here.
 HN0652
 HN0652.Click photographs - Photos may exist for this station.
 HN0652
 HN0652.The dynamic height is computed by dividing the NAVD 88
 HN0652.geopotential number by the normal gravity value computed on the
 HN0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0652.degrees latitude (g = 980.6199 gals.).
 HN0652
 HN0652.The modeled gravity was interpolated from observed gravity values.
 HN0652
 HN0652;                    North         East    Units  Estimated Accuracy
 HN0652;SPC UT S     - 3,110,480.      470,570.      MT  (+/- 180 meters Scaled)
 HN0652
 HN0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG264686(NAD 83)
 HN0652
 HN0652                          SUPERSEDED SURVEY CONTROL
 HN0652
 HN0652  NGVD 29 (??/??/92) 2239.183  (m)         7346.39   (f) ADJ UNCH    2 0
 HN0652
 HN0652.Superseded values are not recommended for survey control.
 HN0652
 HN0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0652.See file dsdata.pdf to determine how the superseded data were derived.
 HN0652
 HN0652_MARKER: DB = BENCH MARK DISK
 HN0652_SETTING: 66 = SET IN ROCK OUTCROP
 HN0652_STAMPING: H 164 1963
 HN0652_MARK LOGO: CGS
 HN0652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0652+STABILITY: POSITION/ELEVATION WELL
 HN0652
 HN0652  HISTORY     - Date     Condition        Report By
 HN0652  HISTORY     - 1963     MONUMENTED       CGS
 HN0652
 HN0652                          STATION DESCRIPTION
 HN0652
 HN0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0652'16.85 MI SW FROM ESCALANTE.
 HN0652'16.85 MILES SOUTHWEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD
 HN0652'CHURCH AT ESCALANTE, AT THE SOUTH-SOUTHWEST END OF A DEEP CUT ON THE
 HN0652'WEST-NORTHWEST SIDE OF THE HIGHWAY, IN THE TOP OF A 3- BY 3-FOOT
 HN0652'OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 72 FEET
 HN0652'WEST-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3.6 FEET NORTHWEST
 HN0652'OF A WITNESS POST, AND ABOUT 9 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0064 ***********************************************************************
 HO0064  DESIGNATION -  H 165
 HO0064  PID         -  HO0064
 HO0064  STATE/COUNTY-  UT/GARFIELD
 HO0064  COUNTRY     -  US
 HO0064  USGS QUAD   -  CANNONVILLE (2017)
 HO0064
 HO0064                         *CURRENT SURVEY CONTROL
 HO0064  ______________________________________________________________________
 HO0064* NAD 83(1986) POSITION- 37 37 00.     (N) 112 04 36.     (W)   SCALED
 HO0064* NAVD 88 ORTHO HEIGHT -  1904.421 (meters)     6248.09  (feet) ADJUSTED
 HO0064  ______________________________________________________________________
 HO0064  GEOID HEIGHT    -        -20.324 (meters)                     GEOID18
 HO0064  DYNAMIC HEIGHT  -       1902.158 (meters)     6240.66  (feet) COMP
 HO0064  MODELED GRAVITY -    979,374.0   (mgal)                       NAVD 88
 HO0064
 HO0064  VERT ORDER      -  SECOND    CLASS 0
 HO0064
 HO0064.The horizontal coordinates were scaled from a map and have
 HO0064.an estimated accuracy of +/- 6 seconds.
 HO0064
 HO0064.The orthometric height was determined by differential leveling and
 HO0064.adjusted by the NATIONAL GEODETIC SURVEY
 HO0064.in June 1991.
 HO0064
 HO0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0064.GEOID18 height accuracy estimate available here.
 HO0064
 HO0064.Click photographs - Photos may exist for this station.
 HO0064
 HO0064.The dynamic height is computed by dividing the NAVD 88
 HO0064.geopotential number by the normal gravity value computed on the
 HO0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0064.degrees latitude (g = 980.6199 gals.).
 HO0064
 HO0064.The modeled gravity was interpolated from observed gravity values.
 HO0064
 HO0064;                    North         East    Units  Estimated Accuracy
 HO0064;SPC UT S     - 3,105,590.      449,090.      MT  (+/- 180 meters Scaled)
 HO0064
 HO0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG049638(NAD 83)
 HO0064
 HO0064                          SUPERSEDED SURVEY CONTROL
 HO0064
 HO0064  NGVD 29 (??/??/92) 1903.133  (m)         6243.86   (f) ADJ UNCH    2 0
 HO0064
 HO0064.Superseded values are not recommended for survey control.
 HO0064
 HO0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0064.See file dsdata.pdf to determine how the superseded data were derived.
 HO0064
 HO0064_MARKER: DB = BENCH MARK DISK
 HO0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HO0064_SP_SET: BRIDGE
 HO0064_STAMPING: H 165 1963
 HO0064_MARK LOGO: CGS
 HO0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0064
 HO0064  HISTORY     - Date     Condition        Report By
 HO0064  HISTORY     - 1963     MONUMENTED       CGS
 HO0064
 HO0064                          STATION DESCRIPTION
 HO0064
 HO0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0064'0.65 MI S FROM TROPIC.
 HO0064'0.65 MILE SOUTH ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT TROPIC,
 HO0064'IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF
 HO0064'CONCRETE BRIDGE 8.3 OVER A WASH, 30 FEET NORTHEAST OF THE CENTER LINE
 HO0064'OF THE HIGHWAY, AND ABOUT 3 FEET LOWER THEN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0592 ***********************************************************************
 HN0592  DESIGNATION -  H 166
 HN0592  PID         -  HN0592
 HN0592  STATE/COUNTY-  UT/GARFIELD
 HN0592  COUNTRY     -  US
 HN0592  USGS QUAD   -  POSY LAKE (2017)
 HN0592
 HN0592                         *CURRENT SURVEY CONTROL
 HN0592  ______________________________________________________________________
 HN0592* NAD 83(1986) POSITION- 37 57 21.     (N) 111 42 49.     (W)   SCALED
 HN0592* NAVD 88 ORTHO HEIGHT -  2883.269 (meters)     9459.53  (feet) ADJUSTED
 HN0592  ______________________________________________________________________
 HN0592  GEOID HEIGHT    -        -18.504 (meters)                     GEOID18
 HN0592  DYNAMIC HEIGHT  -       2879.421 (meters)     9446.90  (feet) COMP
 HN0592  MODELED GRAVITY -    979,188.8   (mgal)                       NAVD 88
 HN0592
 HN0592  VERT ORDER      -  SECOND    CLASS 0
 HN0592
 HN0592.The horizontal coordinates were scaled from a map and have
 HN0592.an estimated accuracy of +/- 6 seconds.
 HN0592
 HN0592.The orthometric height was determined by differential leveling and
 HN0592.adjusted by the NATIONAL GEODETIC SURVEY
 HN0592.in June 1991.
 HN0592
 HN0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0592.GEOID18 height accuracy estimate available here.
 HN0592
 HN0592.Click photographs - Photos may exist for this station.
 HN0592
 HN0592.The dynamic height is computed by dividing the NAVD 88
 HN0592.geopotential number by the normal gravity value computed on the
 HN0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0592.degrees latitude (g = 980.6199 gals.).
 HN0592
 HN0592.The modeled gravity was interpolated from observed gravity values.
 HN0592
 HN0592;                    North         East    Units  Estimated Accuracy
 HN0592;SPC UT S     - 3,143,100.      481,230.      MT  (+/- 180 meters Scaled)
 HN0592
 HN0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH373011(NAD 83)
 HN0592
 HN0592                          SUPERSEDED SURVEY CONTROL
 HN0592
 HN0592  NGVD 29 (??/??/92) 2881.741  (m)         9454.51   (f) ADJ UNCH    2 0
 HN0592
 HN0592.Superseded values are not recommended for survey control.
 HN0592
 HN0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0592.See file dsdata.pdf to determine how the superseded data were derived.
 HN0592
 HN0592_MARKER: DB = BENCH MARK DISK
 HN0592_SETTING: 80 = SET IN A BOULDER
 HN0592_STAMPING: H 166 1963
 HN0592_MARK LOGO: CGS
 HN0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0592+STABILITY: SURFACE MOTION
 HN0592
 HN0592  HISTORY     - Date     Condition        Report By
 HN0592  HISTORY     - 1963     MONUMENTED       CGS
 HN0592
 HN0592                          STATION DESCRIPTION
 HN0592
 HN0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0592'17.45 MI N FROM ESCALANTE.
 HN0592'17.45 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 HN0592'ESCALANTE, AT THE SOUTH EDGE OF A SMALL CLEARING, IN THE TOP OF A 5-
 HN0592'BY 9-FOOT BOULDER WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE THE GROUND, 39
 HN0592'FEET EAST OF THE CENTER LINE OF THE ROAD, 40 FEET NORTHEAST OF THE
 HN0592'CENTER OF THE EAST END OF A 36-INCH PIPE CULVERT, 2.4 FEET NORTHEAST
 HN0592'OF A WITNESS POST, AND ABOUT 3 FEET LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0014 ***********************************************************************
 HO0014  DESIGNATION -  H 167
 HO0014  PID         -  HO0014
 HO0014  STATE/COUNTY-  UT/GARFIELD
 HO0014  COUNTRY     -  US
 HO0014  USGS QUAD   -  BRYCE CANYON (2017)
 HO0014
 HO0014                         *CURRENT SURVEY CONTROL
 HO0014  ______________________________________________________________________
 HO0014* NAD 83(1986) POSITION- 37 42 04.     (N) 112 09 19.     (W)   SCALED
 HO0014* NAVD 88 ORTHO HEIGHT -  2313.326 (meters)     7589.64  (feet) ADJUSTED
 HO0014  ______________________________________________________________________
 HO0014  GEOID HEIGHT    -        -20.008 (meters)                     GEOID18
 HO0014  DYNAMIC HEIGHT  -       2310.388 (meters)     7580.00  (feet) COMP
 HO0014  MODELED GRAVITY -    979,276.6   (mgal)                       NAVD 88
 HO0014
 HO0014  VERT ORDER      -  SECOND    CLASS 0
 HO0014
 HO0014.The horizontal coordinates were scaled from a map and have
 HO0014.an estimated accuracy of +/- 6 seconds.
 HO0014
 HO0014.The orthometric height was determined by differential leveling and
 HO0014.adjusted by the NATIONAL GEODETIC SURVEY
 HO0014.in June 1991.
 HO0014
 HO0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0014.GEOID18 height accuracy estimate available here.
 HO0014
 HO0014.Click photographs - Photos may exist for this station.
 HO0014
 HO0014.The dynamic height is computed by dividing the NAVD 88
 HO0014.geopotential number by the normal gravity value computed on the
 HO0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0014.degrees latitude (g = 980.6199 gals.).
 HO0014
 HO0014.The modeled gravity was interpolated from observed gravity values.
 HO0014
 HO0014;                    North         East    Units  Estimated Accuracy
 HO0014;SPC UT S     - 3,115,010.      442,220.      MT  (+/- 180 meters Scaled)
 HO0014
 HO0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG981732(NAD 83)
 HO0014
 HO0014                          SUPERSEDED SURVEY CONTROL
 HO0014
 HO0014  NGVD 29 (??/??/92) 2311.895  (m)         7584.94   (f) ADJ UNCH    2 0
 HO0014
 HO0014.Superseded values are not recommended for survey control.
 HO0014
 HO0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0014.See file dsdata.pdf to determine how the superseded data were derived.
 HO0014
 HO0014_MARKER: DB = BENCH MARK DISK
 HO0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HO0014_SP_SET: FOUNDATION
 HO0014_STAMPING: H 167 1963
 HO0014_MARK LOGO: CGS
 HO0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0014
 HO0014  HISTORY     - Date     Condition        Report By
 HO0014  HISTORY     - 1963     MONUMENTED       CGS
 HO0014  HISTORY     - 1985     GOOD             DMA
 HO0014
 HO0014                          STATION DESCRIPTION
 HO0014
 HO0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0014'8.8 MI NW FROM TROPIC.
 HO0014'7.7 MILES NORTHWEST ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT
 HO0014'TROPIC, THENCE 0.55 MILE WEST ALONG STATE HIGHWAY 12, THENCE 0.55 MILE
 HO0014'NORTHEAST ALONG A DIRT ROAD, AT BRYCE CANYON AIRPORT, IN THE TOP OF
 HO0014'THE SOUTH CORNER OF THE CONCRETE FOUNDATION FOR A WOODEN HANGER, 50
 HO0014'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 6 FEET SOUTHWEST OF THE
 HO0014'CENTER OF THE DOOR TO HANGER, AND ABOUT 0.4 FOOT ABOVE THE GROUND.
 HO0014
 HO0014                          STATION RECOVERY (1985)
 HO0014
 HO0014'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 HO0014'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0636 ***********************************************************************
 HN0636  DESIGNATION -  H 168
 HN0636  PID         -  HN0636
 HN0636  STATE/COUNTY-  UT/GARFIELD
 HN0636  COUNTRY     -  US
 HN0636  USGS QUAD   -  DAVE CANYON (2017)
 HN0636
 HN0636                         *CURRENT SURVEY CONTROL
 HN0636  ______________________________________________________________________
 HN0636* NAD 83(1986) POSITION- 37 43 56.     (N) 111 32 23.     (W)   SCALED
 HN0636* NAVD 88 ORTHO HEIGHT -  1758.631 (meters)     5769.78  (feet) ADJUSTED
 HN0636  ______________________________________________________________________
 HN0636  GEOID HEIGHT    -        -20.304 (meters)                     GEOID18
 HN0636  DYNAMIC HEIGHT  -       1756.603 (meters)     5763.12  (feet) COMP
 HN0636  MODELED GRAVITY -    979,414.4   (mgal)                       NAVD 88
 HN0636
 HN0636  VERT ORDER      -  SECOND    CLASS 0
 HN0636
 HN0636.The horizontal coordinates were scaled from a map and have
 HN0636.an estimated accuracy of +/- 6 seconds.
 HN0636
 HN0636.The orthometric height was determined by differential leveling and
 HN0636.adjusted by the NATIONAL GEODETIC SURVEY
 HN0636.in June 1991.
 HN0636
 HN0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0636.GEOID18 height accuracy estimate available here.
 HN0636
 HN0636.Click photographs - Photos may exist for this station.
 HN0636
 HN0636.The dynamic height is computed by dividing the NAVD 88
 HN0636.geopotential number by the normal gravity value computed on the
 HN0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0636.degrees latitude (g = 980.6199 gals.).
 HN0636
 HN0636.The modeled gravity was interpolated from observed gravity values.
 HN0636
 HN0636;                    North         East    Units  Estimated Accuracy
 HN0636;SPC UT S     - 3,118,260.      496,500.      MT  (+/- 180 meters Scaled)
 HN0636
 HN0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG524762(NAD 83)
 HN0636
 HN0636                          SUPERSEDED SURVEY CONTROL
 HN0636
 HN0636  NGVD 29 (??/??/92) 1757.448  (m)         5765.89   (f) ADJ UNCH    2 0
 HN0636
 HN0636.Superseded values are not recommended for survey control.
 HN0636
 HN0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0636.See file dsdata.pdf to determine how the superseded data were derived.
 HN0636
 HN0636_MARKER: DB = BENCH MARK DISK
 HN0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0636_STAMPING: H 168 1963
 HN0636_MARK LOGO: CGS
 HN0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0636+STABILITY: SURFACE MOTION
 HN0636
 HN0636  HISTORY     - Date     Condition        Report By
 HN0636  HISTORY     - 1963     MONUMENTED       CGS
 HN0636
 HN0636                          STATION DESCRIPTION
 HN0636
 HN0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0636'4.1 MI SE FROM ESCALANTE.
 HN0636'4.1 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0636'AT ESCALANTE, 44 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 36 FEET
 HN0636'WEST-SOUTHWEST OF POWER POLE 59, 2.5 FEET EAST OF A WITNESS POST,
 HN0636'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HN0636'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0503 ***********************************************************************
 HN0503  DESIGNATION -  H 169
 HN0503  PID         -  HN0503
 HN0503  STATE/COUNTY-  UT/KANE
 HN0503  COUNTRY     -  US
 HN0503  USGS QUAD   -  SOONER BENCH (2017)
 HN0503
 HN0503                         *CURRENT SURVEY CONTROL
 HN0503  ______________________________________________________________________
 HN0503* NAD 83(1986) POSITION- 37 20 31.1    (N) 111 05 41.9    (W)   HD_HELD2
 HN0503* NAVD 88 ORTHO HEIGHT -  1390.442 (meters)     4561.81  (feet) ADJUSTED
 HN0503  ______________________________________________________________________
 HN0503  GEOID HEIGHT    -        -22.466 (meters)                     GEOID18
 HN0503  DYNAMIC HEIGHT  -       1388.878 (meters)     4556.68  (feet) COMP
 HN0503  MODELED GRAVITY -    979,458.3   (mgal)                       NAVD 88
 HN0503
 HN0503  VERT ORDER      -  SECOND    CLASS 0
 HN0503
 HN0503.The horizontal coordinates were established by autonomous hand held GPS
 HN0503.observations and have an estimated accuracy of +/- 10 meters.
 HN0503
 HN0503.The orthometric height was determined by differential leveling and
 HN0503.adjusted by the NATIONAL GEODETIC SURVEY
 HN0503.in June 1991.
 HN0503
 HN0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0503.GEOID18 height accuracy estimate available here.
 HN0503
 HN0503.Click photographs - Photos may exist for this station.
 HN0503
 HN0503.The dynamic height is computed by dividing the NAVD 88
 HN0503.geopotential number by the normal gravity value computed on the
 HN0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0503.degrees latitude (g = 980.6199 gals.).
 HN0503
 HN0503.The modeled gravity was interpolated from observed gravity values.
 HN0503
 HN0503;                    North         East    Units  Estimated Accuracy
 HN0503;SPC UT S     - 3,075,025.      535,889.      MT  (+/- 10 meters HH2 GPS)
 HN0503
 HN0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG9158732813(NAD 83)
 HN0503
 HN0503                          SUPERSEDED SURVEY CONTROL
 HN0503
 HN0503  NGVD 29 (??/??/92) 1389.431  (m)         4558.49   (f) ADJ UNCH    2 0
 HN0503
 HN0503.Superseded values are not recommended for survey control.
 HN0503
 HN0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0503.See file dsdata.pdf to determine how the superseded data were derived.
 HN0503
 HN0503_MARKER: DB = BENCH MARK DISK
 HN0503_SETTING: 66 = SET IN ROCK OUTCROP
 HN0503_STAMPING: H 169 1963
 HN0503_MARK LOGO: CGS
 HN0503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0503+STABILITY: POSITION/ELEVATION WELL
 HN0503
 HN0503  HISTORY     - Date     Condition        Report By
 HN0503  HISTORY     - 1963     MONUMENTED       CGS
 HN0503
 HN0503                          STATION DESCRIPTION
 HN0503
 HN0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0503'42.6 MI SE FROM ESCALANTE.
 HN0503'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0503'AT ESCALANTE, THENCE 37.6 MILES SOUTHEAST ALONG A DIRT ROAD, 21 FEET
 HN0503'SOUTHEAST OF THE CENTER OF THE CROSSING OF A WASH, IN THE TOP OF FLAT
 HN0503'SANDSTONE BEDROCK, 26 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 HN0503'1.6 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE
 HN0503'ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0129 ***********************************************************************
 MS0129  DESIGNATION -  H 17
 MS0129  PID         -  MS0129
 MS0129  STATE/COUNTY-  UT/BOX ELDER
 MS0129  COUNTRY     -  US
 MS0129  USGS QUAD   -  PLAIN CITY (2017)
 MS0129
 MS0129                         *CURRENT SURVEY CONTROL
 MS0129  ______________________________________________________________________
 MS0129* NAD 83(1986) POSITION- 41 20 12.69   (N) 112 01 46.41   (W)   HD_HELD1
 MS0129* NAVD 88 ORTHO HEIGHT -  1306.206 (meters)     4285.44  (feet) ADJUSTED
 MS0129  ______________________________________________________________________
 MS0129  GEOID HEIGHT    -        -16.504 (meters)                     GEOID18
 MS0129  DYNAMIC HEIGHT  -       1305.254 (meters)     4282.32  (feet) COMP
 MS0129  MODELED GRAVITY -    979,849.3   (mgal)                       NAVD 88
 MS0129
 MS0129  VERT ORDER      -  FIRST     CLASS I
 MS0129
 MS0129.The horizontal coordinates were determined by differentially corrected
 MS0129.hand held GPS observations or other comparable positioning techniques
 MS0129.and have an estimated accuracy of +/- 3 meters.
 MS0129
 MS0129.The orthometric height was determined by differential leveling and
 MS0129.adjusted by the NATIONAL GEODETIC SURVEY
 MS0129.in June 1991.
 MS0129
 MS0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0129.GEOID18 height accuracy estimate available here.
 MS0129
 MS0129.Click photographs - Photos may exist for this station.
 MS0129
 MS0129.The dynamic height is computed by dividing the NAVD 88
 MS0129.geopotential number by the normal gravity value computed on the
 MS0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0129.degrees latitude (g = 980.6199 gals.).
 MS0129
 MS0129.The modeled gravity was interpolated from observed gravity values.
 MS0129
 MS0129;                    North         East    Units  Estimated Accuracy
 MS0129;SPC UT N     - 1,111,576.8     455,675.3     MT  (+/- 3 meters HH1 GPS) 
 MS0129
 MS0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1385476663(NAD 83)
 MS0129
 MS0129                          SUPERSEDED SURVEY CONTROL
 MS0129
 MS0129  NGVD 29 (??/??/92) 1305.22   (m)         4282.2    (f) COMPUTED    1 1
 MS0129
 MS0129.Superseded values are not recommended for survey control.
 MS0129
 MS0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0129.See file dsdata.pdf to determine how the superseded data were derived.
 MS0129
 MS0129_MARKER: DD = SURVEY DISK
 MS0129_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0129_SP_SET: RETAINING WALL
 MS0129_STAMPING: H 17 1923
 MS0129_MARK LOGO: USGS
 MS0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0129+STABILITY: SURFACE MOTION
 MS0129
 MS0129  HISTORY     - Date     Condition        Report By
 MS0129  HISTORY     - 1923     MONUMENTED       USGS
 MS0129  HISTORY     - 1967     GOOD             CGS
 MS0129
 MS0129                          STATION DESCRIPTION
 MS0129
 MS0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0129'8.75 MI N FROM OGDEN.
 MS0129'8.75 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MS0129'OGDEN, 1 POLE SOUTH OF MILEPOLE 8.75, AT THE CROSSING OF 4000 NORTH
 MS0129'STREET, AT HOT SPRINGS SIDING, ABOUT 30 FEET NORTH OF THE BOX
 MS0129'ELDER-WEBER COUNTY LINE, 110 FEET NORTHEAST OF THE CENTER OF THE
 MS0129'CROSSING, 98.8 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 34 1/2
 MS0129'FEET WEST OF THE CENTER LINE OF A CONCRETE ROAD (FORMER HIGHWAY), IN
 MS0129'THE TOP OF THE SOUTH END OF A CONCRETE RETAINING WALL ON THE WEST SIDE
 MS0129'OF THE ROAD, 26 FEET EAST OF THE EAST SIDE OF THE SOUTH ONE OF 2 LARGE
 MS0129'CIRCULAR CONCRETE AND ROCK STRUCTURES, 2.6 FEET NORTH OF THE SOUTH END
 MS0129'OF THE WALL, AND ABOUT 3 FEET HIGHER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0231 ***********************************************************************
 HO0231  DESIGNATION -  H 17
 HO0231  PID         -  HO0231
 HO0231  STATE/COUNTY-  UT/WASHINGTON
 HO0231  COUNTRY     -  US
 HO0231  USGS QUAD   -  SPRINGDALE WEST (2017)
 HO0231
 HO0231                         *CURRENT SURVEY CONTROL
 HO0231  ______________________________________________________________________
 HO0231* NAD 83(1986) POSITION- 37 10 17.     (N) 113 06 31.     (W)   SCALED
 HO0231* NAVD 88 ORTHO HEIGHT -  1096.72  (+/-2cm)     3598.2   (feet) VERTCON3
 HO0231  ______________________________________________________________________
 HO0231  GEOID HEIGHT    -        -22.967 (meters)                     GEOID18
 HO0231  VERT ORDER      -  ? (See Below)
 HO0231
 HO0231.The horizontal coordinates were scaled from a map and have
 HO0231.an estimated accuracy of +/- 6 seconds.
 HO0231
 HO0231.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0231
 HO0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0231.GEOID18 height accuracy estimate available here.
 HO0231
 HO0231.The vertical order pertains to the NGVD 29 superseded value.
 HO0231
 HO0231.Click photographs - Photos may exist for this station.
 HO0231
 HO0231;                    North         East    Units  Estimated Accuracy
 HO0231;SPC UT S     - 3,057,250.      357,140.      MT  (+/- 180 meters Scaled)
 HO0231
 HO0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG127159(NAD 83)
 HO0231
 HO0231                          SUPERSEDED SURVEY CONTROL
 HO0231
 HO0231  NGVD 29 (??/??/92) 1095.816  (m)         3595.19   (f) ADJ UNCH       
 HO0231
 HO0231.Superseded values are not recommended for survey control.
 HO0231
 HO0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0231.See file dsdata.pdf to determine how the superseded data were derived.
 HO0231
 HO0231_MARKER: DD = SURVEY DISK
 HO0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0231_STAMPING: H 17 1928
 HO0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0231+STABILITY: SURFACE MOTION
 HO0231
 HO0231  HISTORY     - Date     Condition        Report By
 HO0231  HISTORY     - 1928     MONUMENTED       USGS
 HO0231
 HO0231                          STATION DESCRIPTION
 HO0231
 HO0231'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 HO0231'5.2 MI SE FROM VIRGIN.
 HO0231'ABOUT 5.2 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM VIRGIN,
 HO0231'WASHINGTON COUNTY, ABOUT 5.4 MILES NORTHWEST OF ROCKVILLE, AT THE EAST
 HO0231'END OF A WOODED CAMP SITE, AND 40 FEET SOUTH OF THE CENTER LINE OF THE
 HO0231'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H
 HO0231'17 1928 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0455 ***********************************************************************
 LO0455  DESIGNATION -  H 17
 LO0455  PID         -  LO0455
 LO0455  STATE/COUNTY-  UT/UTAH
 LO0455  COUNTRY     -  US
 LO0455  USGS QUAD   -  SPANISH FORK PEAK (2017)
 LO0455
 LO0455                         *CURRENT SURVEY CONTROL
 LO0455  ______________________________________________________________________
 LO0455* NAD 83(1986) POSITION- 40 02 00.     (N) 111 31 12.     (W)   SCALED
 LO0455* NAVD 88 ORTHO HEIGHT -  1505.749 (meters)     4940.11  (feet) ADJUSTED
 LO0455  ______________________________________________________________________
 LO0455  GEOID HEIGHT    -        -16.716 (meters)                     GEOID18
 LO0455  DYNAMIC HEIGHT  -       1504.372 (meters)     4935.59  (feet) COMP
 LO0455  MODELED GRAVITY -    979,659.6   (mgal)                       NAVD 88
 LO0455
 LO0455  VERT ORDER      -  FIRST     CLASS II
 LO0455
 LO0455.The horizontal coordinates were scaled from a map and have
 LO0455.an estimated accuracy of +/- 6 seconds.
 LO0455
 LO0455.The orthometric height was determined by differential leveling and
 LO0455.adjusted by the NATIONAL GEODETIC SURVEY
 LO0455.in June 1991.
 LO0455
 LO0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0455.GEOID18 height accuracy estimate available here.
 LO0455
 LO0455.Click photographs - Photos may exist for this station.
 LO0455
 LO0455.The dynamic height is computed by dividing the NAVD 88
 LO0455.geopotential number by the normal gravity value computed on the
 LO0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0455.degrees latitude (g = 980.6199 gals.).
 LO0455
 LO0455.The modeled gravity was interpolated from observed gravity values.
 LO0455
 LO0455;                    North         East    Units  Estimated Accuracy
 LO0455;SPC UT C     - 2,188,730.      498,290.      MT  (+/- 180 meters Scaled)
 LO0455
 LO0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK556315(NAD 83)
 LO0455
 LO0455                          SUPERSEDED SURVEY CONTROL
 LO0455
 LO0455  NGVD 29 (??/??/92) 1504.693  (m)         4936.65   (f) ADJ UNCH    1 2
 LO0455
 LO0455.Superseded values are not recommended for survey control.
 LO0455
 LO0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0455.See file dsdata.pdf to determine how the superseded data were derived.
 LO0455
 LO0455_MARKER: DB = BENCH MARK DISK
 LO0455_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0455_SP_SET: ABUTMENT
 LO0455_STAMPING: 4936.647 H 17 1927
 LO0455_MARK LOGO: CGS
 LO0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0455
 LO0455  HISTORY     - Date     Condition        Report By
 LO0455  HISTORY     - 1927     MONUMENTED       CGS
 LO0455  HISTORY     - 1946     GOOD             CGS
 LO0455  HISTORY     - 19900409 MARK NOT FOUND   USGS
 LO0455
 LO0455                          STATION DESCRIPTION
 LO0455
 LO0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LO0455'3.2 MI N FROM THISTLE.
 LO0455'3.2 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 LO0455'THISTLE, UTAH COUNTY, ABOUT 150 YARDS NORTH OF MILEPOST 684, AT BRIDGE
 LO0455'684-08, AND IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT. A
 LO0455'STANDARD DISK, STAMPED 4936.647 H 17 1927.
 LO0455
 LO0455                          STATION RECOVERY (1990)
 LO0455
 LO0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SDC)
 LO0455'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0169 ***********************************************************************
 HO0169  DESIGNATION -  H 17
 HO0169  PID         -  HO0169
 HO0169  STATE/COUNTY-  UT/KANE
 HO0169  COUNTRY     -  US
 HO0169  USGS QUAD   -  LONG VALLEY JUNCTION (2017)
 HO0169
 HO0169                         *CURRENT SURVEY CONTROL
 HO0169  ______________________________________________________________________
 HO0169* NAD 83(1986) POSITION- 37 24 22.     (N) 112 33 11.     (W)   SCALED
 HO0169* NAVD 88 ORTHO HEIGHT -  2091.38  (+/-2cm)     6861.5   (feet) VERTCON3
 HO0169  ______________________________________________________________________
 HO0169  GEOID HEIGHT    -        -21.078 (meters)                     GEOID18
 HO0169  VERT ORDER      -  ? (See Below)
 HO0169
 HO0169.The horizontal coordinates were scaled from a map and have
 HO0169.an estimated accuracy of +/- 6 seconds.
 HO0169
 HO0169.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0169
 HO0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0169.GEOID18 height accuracy estimate available here.
 HO0169
 HO0169.The vertical order pertains to the NGVD 29 superseded value.
 HO0169
 HO0169.Click photographs - Photos may exist for this station.
 HO0169
 HO0169;                    North         East    Units  Estimated Accuracy
 HO0169;SPC UT S     - 3,082,590.      406,770.      MT  (+/- 180 meters Scaled)
 HO0169
 HO0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG625410(NAD 83)
 HO0169
 HO0169                          SUPERSEDED SURVEY CONTROL
 HO0169
 HO0169  NGVD 29 (??/??/92) 2090.115  (m)         6857.32   (f) ADJ UNCH       
 HO0169
 HO0169.Superseded values are not recommended for survey control.
 HO0169
 HO0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0169.See file dsdata.pdf to determine how the superseded data were derived.
 HO0169
 HO0169_MARKER: DB = BENCH MARK DISK
 HO0169_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0169_SP_SET: CULVERT HEADWALL
 HO0169_STAMPING: H 17 1931
 HO0169_MARK LOGO: USGS
 HO0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0169+STABILITY: SURFACE MOTION
 HO0169
 HO0169  HISTORY     - Date     Condition        Report By
 HO0169  HISTORY     - 1931     MONUMENTED       USGS
 HO0169  HISTORY     - 20101208 MARK NOT FOUND   GEOCAC
 HO0169
 HO0169                          STATION DESCRIPTION
 HO0169
 HO0169'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HO0169'7.9 MI NE FROM GLENDALE.
 HO0169'ABOUT 7.9 MILES NORTHEAST ALONG U.S. HIGHWAY 89 FROM GLENDALE, KANE
 HO0169'COUNTY, ABOUT 230 FEET NORTH OF THE JUNCTION OF A FARM ROAD LEADING
 HO0169'EAST, IN THE CENTER OF THE TOP OF THE CONCRETE HEAD WALL OF A CULVERT,
 HO0169'AT THE SUMMIT OF A GRADE, AND 11 FEET WEST OF THE CENTER LINE OF THE
 HO0169'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H
 HO0169'17 1931.
 HO0169
 HO0169                          STATION RECOVERY (2010)
 HO0169
 HO0169'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HO0169'ROAD HAS BEEN CUT DOWN AND WIDENED.
 HO0169'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0021 ***********************************************************************
 MS0021  DESIGNATION -  H 170
 MS0021  PID         -  MS0021
 MS0021  STATE/COUNTY-  UT/BOX ELDER
 MS0021  COUNTRY     -  US
 MS0021  USGS QUAD   -  CUTLER DAM (2017)
 MS0021
 MS0021                         *CURRENT SURVEY CONTROL
 MS0021  ______________________________________________________________________
 MS0021* NAD 83(1986) POSITION- 41 45 06.     (N) 112 06 16.     (W)   SCALED
 MS0021* NAVD 88 ORTHO HEIGHT -  1341.429 (meters)     4401.01  (feet) ADJUSTED
 MS0021  ______________________________________________________________________
 MS0021  GEOID HEIGHT    -        -15.540 (meters)                     GEOID18
 MS0021  DYNAMIC HEIGHT  -       1340.497 (meters)     4397.95  (feet) COMP
 MS0021  MODELED GRAVITY -    979,882.0   (mgal)                       NAVD 88
 MS0021
 MS0021  VERT ORDER      -  FIRST     CLASS I
 MS0021
 MS0021.The horizontal coordinates were scaled from a map and have
 MS0021.an estimated accuracy of +/- 6 seconds.
 MS0021
 MS0021.The orthometric height was determined by differential leveling and
 MS0021.adjusted by the NATIONAL GEODETIC SURVEY
 MS0021.in June 1991.
 MS0021
 MS0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0021.GEOID18 height accuracy estimate available here.
 MS0021
 MS0021.Click photographs - Photos may exist for this station.
 MS0021
 MS0021.The dynamic height is computed by dividing the NAVD 88
 MS0021.geopotential number by the normal gravity value computed on the
 MS0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0021.degrees latitude (g = 980.6199 gals.).
 MS0021
 MS0021.The modeled gravity was interpolated from observed gravity values.
 MS0021
 MS0021;                    North         East    Units  Estimated Accuracy
 MS0021;SPC UT N     - 1,157,690.      449,730.      MT  (+/- 180 meters Scaled)
 MS0021
 MS0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM081227(NAD 83)
 MS0021
 MS0021                          SUPERSEDED SURVEY CONTROL
 MS0021
 MS0021  NGVD 29 (??/??/92) 1340.420  (m)         4397.69   (f) ADJ UNCH    1 1
 MS0021
 MS0021.Superseded values are not recommended for survey control.
 MS0021
 MS0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0021.See file dsdata.pdf to determine how the superseded data were derived.
 MS0021
 MS0021_MARKER: DB = BENCH MARK DISK
 MS0021_SETTING: 66 = SET IN ROCK OUTCROP
 MS0021_STAMPING: H 170 1967
 MS0021_MARK LOGO: CGS
 MS0021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0021+STABILITY: POSITION/ELEVATION WELL
 MS0021
 MS0021  HISTORY     - Date     Condition        Report By
 MS0021  HISTORY     - 1967     MONUMENTED       CGS
 MS0021
 MS0021                          STATION DESCRIPTION
 MS0021
 MS0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0021'10.45 MI SW FROM CACHE JUNCTION.
 MS0021'10.45 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MS0021'STATION AT CACHE JUNCTION, 4 1/4 POLES SOUTH OF THE CROSSING OF A
 MS0021'PRIVATE ROAD, 2 1/4 POLES SOUTH OF MILEPOLE 38.50, IN THE TOP OF A
 MS0021'SMALL EXPOSED OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND,
 MS0021'28.1 FEET WEST OF THE WEST RAIL, 29 1/2 FEET SOUTH OF THE SECOND POLE
 MS0021'SOUTH OF THE 1/2 MILEPOLE, 3.6 FEET EAST OF A WITNESS POST, AND ABOUT
 MS0021'LEVEL WITH THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0101 ***********************************************************************
 MS0101  DESIGNATION -  H 171
 MS0101  PID         -  MS0101
 MS0101  STATE/COUNTY-  UT/BOX ELDER
 MS0101  COUNTRY     -  US
 MS0101  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0101
 MS0101                         *CURRENT SURVEY CONTROL
 MS0101  ______________________________________________________________________
 MS0101* NAD 83(1986) POSITION- 41 31 45.     (N) 112 00 54.     (W)   SCALED
 MS0101* NAVD 88 ORTHO HEIGHT -  1310.526 (meters)     4299.62  (feet) ADJUSTED
 MS0101  ______________________________________________________________________
 MS0101  GEOID HEIGHT    -        -15.955 (meters)                     GEOID18
 MS0101  DYNAMIC HEIGHT  -       1309.585 (meters)     4296.53  (feet) COMP
 MS0101  MODELED GRAVITY -    979,860.6   (mgal)                       NAVD 88
 MS0101
 MS0101  VERT ORDER      -  FIRST     CLASS I
 MS0101
 MS0101.The horizontal coordinates were scaled from a map and have
 MS0101.an estimated accuracy of +/- 6 seconds.
 MS0101
 MS0101.The orthometric height was determined by differential leveling and
 MS0101.adjusted by the NATIONAL GEODETIC SURVEY
 MS0101.in June 1991.
 MS0101
 MS0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0101.GEOID18 height accuracy estimate available here.
 MS0101
 MS0101.Click photographs - Photos may exist for this station.
 MS0101
 MS0101.The dynamic height is computed by dividing the NAVD 88
 MS0101.geopotential number by the normal gravity value computed on the
 MS0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0101.degrees latitude (g = 980.6199 gals.).
 MS0101
 MS0101.The modeled gravity was interpolated from observed gravity values.
 MS0101
 MS0101;                    North         East    Units  Estimated Accuracy
 MS0101;SPC UT N     - 1,132,930.      457,020.      MT  (+/- 180 meters Scaled)
 MS0101
 MS0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL153979(NAD 83)
 MS0101
 MS0101                          SUPERSEDED SURVEY CONTROL
 MS0101
 MS0101  NGVD 29 (??/??/92) 1309.522  (m)         4296.32   (f) ADJ UNCH    1 1
 MS0101
 MS0101.Superseded values are not recommended for survey control.
 MS0101
 MS0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0101.See file dsdata.pdf to determine how the superseded data were derived.
 MS0101
 MS0101_MARKER: DB = BENCH MARK DISK
 MS0101_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0101_SP_SET: WALL
 MS0101_STAMPING: H 171 1967
 MS0101_MARK LOGO: CGS
 MS0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0101+STABILITY: SURFACE MOTION
 MS0101
 MS0101  HISTORY     - Date     Condition        Report By
 MS0101  HISTORY     - 1967     MONUMENTED       CGS
 MS0101  HISTORY     - 1987     MARK NOT FOUND   USGS
 MS0101
 MS0101                          STATION DESCRIPTION
 MS0101
 MS0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0101'1.35 MI N FROM BRIGHAM CITY.
 MS0101'1.2 MILES NORTH ALONG MAIN STREET FROM THE COURTHOUSE AT BRIGHAM CITY,
 MS0101'THENCE 0.15 MILE NORTH ALONG STATE HIGHWAY 69, 0.15 MILE NORTH OF THE
 MS0101'JUNCTION OF U.S. HIGHWAYS 89, 30S AND 91, AT THE NORTH EDGE OF BRIGHAM
 MS0101'CITY, IN THE TOP OF THE CENTER OF THE NORTH CONCRETE WALL OF CONCRETE
 MS0101'BOX HOUSING VALVES WITH A 3- BY 5 1/2-FOOT STEEL COVER, 70 FEET
 MS0101'NORTHEAST OF THE CENTER OF THE NORTH END OF HIGHWAY LANES DIVIDER
 MS0101'STRIP, 42 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 185.6 FEET
 MS0101'SOUTHWEST OF THE SOUTHWEST CORNER OF F.O.E. BUILDING, 1.5 FEET EAST OF
 MS0101'THE NORTHWEST CORNER OF THE BOX, AND ABOUT LEVEL WITH THE HIGHWAY.
 MS0101
 MS0101                          STATION RECOVERY (1987)
 MS0101
 MS0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (GH)
 MS0101'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0397 ***********************************************************************
 MR0397  DESIGNATION -  H 172
 MR0397  PID         -  MR0397
 MR0397  STATE/COUNTY-  UT/WEBER
 MR0397  COUNTRY     -  US
 MR0397  USGS QUAD   -  OGDEN (2017)
 MR0397
 MR0397                         *CURRENT SURVEY CONTROL
 MR0397  ______________________________________________________________________
 MR0397* NAD 83(1986) POSITION- 41 14 03.     (N) 111 58 45.     (W)   SCALED
 MR0397* NAVD 88 ORTHO HEIGHT -  1309.916 (meters)     4297.62  (feet) ADJUSTED
 MR0397  ______________________________________________________________________
 MR0397  GEOID HEIGHT    -        -16.674 (meters)                     GEOID18
 MR0397  DYNAMIC HEIGHT  -       1308.922 (meters)     4294.35  (feet) COMP
 MR0397  MODELED GRAVITY -    979,820.2   (mgal)                       NAVD 88
 MR0397
 MR0397  VERT ORDER      -  FIRST     CLASS I
 MR0397
 MR0397.The horizontal coordinates were scaled from a map and have
 MR0397.an estimated accuracy of +/- 6 seconds.
 MR0397
 MR0397.The orthometric height was determined by differential leveling and
 MR0397.adjusted by the NATIONAL GEODETIC SURVEY
 MR0397.in June 1991.
 MR0397
 MR0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0397.GEOID18 height accuracy estimate available here.
 MR0397
 MR0397.Click photographs - Photos may exist for this station.
 MR0397
 MR0397.The dynamic height is computed by dividing the NAVD 88
 MR0397.geopotential number by the normal gravity value computed on the
 MR0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0397.degrees latitude (g = 980.6199 gals.).
 MR0397
 MR0397.The modeled gravity was interpolated from observed gravity values.
 MR0397
 MR0397;                    North         East    Units  Estimated Accuracy
 MR0397;SPC UT N     - 1,100,150.      459,830.      MT  (+/- 180 meters Scaled)
 MR0397
 MR0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL179652(NAD 83)
 MR0397
 MR0397                          SUPERSEDED SURVEY CONTROL
 MR0397
 MR0397  NGVD 29 (??/??/92) 1308.916  (m)         4294.34   (f) SUPERSEDED  1 1
 MR0397  NGVD 29 (06/08/92) 1308.916  (m)         4294.34   (f) ADJUSTED    1 1
 MR0397
 MR0397.Superseded values are not recommended for survey control.
 MR0397
 MR0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0397.See file dsdata.pdf to determine how the superseded data were derived.
 MR0397
 MR0397_MARKER: DB = BENCH MARK DISK
 MR0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0397_SP_SET: BRIDGE
 MR0397_STAMPING: H 172 1967
 MR0397_MARK LOGO: CGS
 MR0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0397
 MR0397  HISTORY     - Date     Condition        Report By
 MR0397  HISTORY     - 1967     MONUMENTED       CGS
 MR0397  HISTORY     - 1983     GOOD             NGS
 MR0397  HISTORY     - 20101115 POOR             INDIV
 MR0397
 MR0397                          STATION DESCRIPTION
 MR0397
 MR0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0397'IN OGDEN.
 MR0397'AT OGDEN, AT THE JUNCTION OF WALL AVENUE AND WILLOW STREET, 0.7 MILE
 MR0397'SOUTH ALONG WALL AVENUE FROM BENCH MARK G 172, IN THE TOP AND 0.8 FOOT
 MR0397'NORTH OF THE SOUTH END OF THE WEST CONCRETE CURB OF A CONCRETE BRIDGE
 MR0397'OVER OGDEN RIVER, 20 1/2 FEET WEST OF THE CENTER LINE OF THE WEST
 MR0397'LANES OF THE AVENUE, 92 FEET NORTH OF THE CENTER LINE OF WILLOW
 MR0397'STREET, 0.7 FOOT EAST OF THE EAST FACE OF A GUARDRAIL, AND ABOUT 1
 MR0397'FOOT HIGHER THAN THE AVENUE.
 MR0397
 MR0397                          STATION RECOVERY (1983)
 MR0397
 MR0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0397'RECOVERED IN GOOD CONDITION.
 MR0397
 MR0397                          STATION RECOVERY (2010)
 MR0397
 MR0397'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (RCW)
 MR0397'THERE IS AN IMPRESSION WHERE THE BRASS CAP USED TO BE. BRASS CAP IS
 MR0397'GONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0252 ***********************************************************************
 LP0252  DESIGNATION -  H 173
 LP0252  PID         -  LP0252
 LP0252  STATE/COUNTY-  UT/TOOELE
 LP0252  COUNTRY     -  US
 LP0252  USGS QUAD   -  TOOELE (2017)
 LP0252
 LP0252                         *CURRENT SURVEY CONTROL
 LP0252  ______________________________________________________________________
 LP0252* NAD 83(1986) POSITION- 40 32 10.     (N) 112 19 42.     (W)   SCALED
 LP0252* NAVD 88 ORTHO HEIGHT -  1483.772 (meters)     4868.01  (feet) ADJUSTED
 LP0252  ______________________________________________________________________
 LP0252  GEOID HEIGHT    -        -17.400 (meters)                     GEOID18
 LP0252  DYNAMIC HEIGHT  -       1482.529 (meters)     4863.93  (feet) COMP
 LP0252  MODELED GRAVITY -    979,735.3   (mgal)                       NAVD 88
 LP0252  OBS GRAVITY     -    979,737.1   (mgal)                       GRAV_OBS
 LP0252
 LP0252  VERT ORDER      -  FIRST     CLASS I
 LP0252
 LP0252.The horizontal coordinates were scaled from a map and have
 LP0252.an estimated accuracy of +/- 6 seconds.
 LP0252
 LP0252.The orthometric height was determined by differential leveling and
 LP0252.adjusted by the NATIONAL GEODETIC SURVEY
 LP0252.in June 1991.
 LP0252
 LP0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0252.GEOID18 height accuracy estimate available here.
 LP0252
 LP0252.Click photographs - Photos may exist for this station.
 LP0252
 LP0252.The dynamic height is computed by dividing the NAVD 88
 LP0252.geopotential number by the normal gravity value computed on the
 LP0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0252.degrees latitude (g = 980.6199 gals.).
 LP0252
 LP0252.The modeled gravity was interpolated from observed gravity values.
 LP0252
 LP0252.The observed gravity was obtained from relative gravimeter ties
 LP0252.to the IGSN71 gravity network.
 LP0252
 LP0252;                    North         East    Units  Estimated Accuracy
 LP0252;SPC UT C     - 2,244,880.      429,830.      MT  (+/- 180 meters Scaled)
 LP0252
 LP0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK875881(NAD 83)
 LP0252
 LP0252                          SUPERSEDED SURVEY CONTROL
 LP0252
 LP0252  NGVD 29 (??/??/92) 1482.420  (m)         4863.57   (f) ADJ UNCH    1 1
 LP0252
 LP0252.Superseded values are not recommended for survey control.
 LP0252
 LP0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0252.See file dsdata.pdf to determine how the superseded data were derived.
 LP0252
 LP0252_MARKER: DB = BENCH MARK DISK
 LP0252_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0252_SP_SET: CULVERT HEADWALL
 LP0252_STAMPING: H 173 1970
 LP0252_MARK LOGO: CGS
 LP0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0252+STABILITY: SURFACE MOTION
 LP0252
 LP0252  HISTORY     - Date     Condition        Report By
 LP0252  HISTORY     - 1970     MONUMENTED       NGS
 LP0252
 LP0252                          STATION DESCRIPTION
 LP0252
 LP0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0252'0.55 MI NE FROM WARNER.
 LP0252'0.55 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LP0252'AT WARNER, AT THE CROSSING OF STATE HIGHWAY 112, 53 FEET NORTHEAST OF
 LP0252'THE CENTER LINE OF THE HIGHWAY, 10.2 FEET NORTHWEST OF THE NORTHWEST
 LP0252'RAIL, IN THE TOP AND 1.0 FOOT NORTHEAST OF THE SOUTHWEST END OF THE
 LP0252'NORTHWEST CONCRETE HEAD WALL OF CULVERT 748.82, ABOUT 2 1/2 FEET LOWER
 LP0252'THAN THE TRACK.  SECTION 20, T 4W, R3S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0253 ***********************************************************************
 LP0253  DESIGNATION -  H 175
 LP0253  PID         -  LP0253
 LP0253  STATE/COUNTY-  UT/TOOELE
 LP0253  COUNTRY     -  US
 LP0253  USGS QUAD   -  TOOELE (2017)
 LP0253
 LP0253                         *CURRENT SURVEY CONTROL
 LP0253  ______________________________________________________________________
 LP0253* NAD 83(1986) POSITION- 40 31 44.     (N) 112 19 56.     (W)   SCALED
 LP0253* NAVD 88 ORTHO HEIGHT -  1492.036 (meters)     4895.12  (feet) ADJUSTED
 LP0253  ______________________________________________________________________
 LP0253  GEOID HEIGHT    -        -17.398 (meters)                     GEOID18
 LP0253  DYNAMIC HEIGHT  -       1490.782 (meters)     4891.01  (feet) COMP
 LP0253  MODELED GRAVITY -    979,732.3   (mgal)                       NAVD 88
 LP0253
 LP0253  VERT ORDER      -  FIRST     CLASS I
 LP0253
 LP0253.The horizontal coordinates were scaled from a map and have
 LP0253.an estimated accuracy of +/- 6 seconds.
 LP0253
 LP0253.The orthometric height was determined by differential leveling and
 LP0253.adjusted by the NATIONAL GEODETIC SURVEY
 LP0253.in June 1991.
 LP0253
 LP0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0253.GEOID18 height accuracy estimate available here.
 LP0253
 LP0253.Click photographs - Photos may exist for this station.
 LP0253
 LP0253.The dynamic height is computed by dividing the NAVD 88
 LP0253.geopotential number by the normal gravity value computed on the
 LP0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0253.degrees latitude (g = 980.6199 gals.).
 LP0253
 LP0253.The modeled gravity was interpolated from observed gravity values.
 LP0253
 LP0253;                    North         East    Units  Estimated Accuracy
 LP0253;SPC UT C     - 2,244,080.      429,490.      MT  (+/- 180 meters Scaled)
 LP0253
 LP0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK871873(NAD 83)
 LP0253
 LP0253                          SUPERSEDED SURVEY CONTROL
 LP0253
 LP0253  NGVD 29 (??/??/92) 1490.680  (m)         4890.67   (f) ADJ UNCH    1 1
 LP0253
 LP0253.Superseded values are not recommended for survey control.
 LP0253
 LP0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0253.See file dsdata.pdf to determine how the superseded data were derived.
 LP0253
 LP0253_MARKER: DB = BENCH MARK DISK
 LP0253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LP0253_SP_SET: FOUNDATION
 LP0253_STAMPING: H 175 1970
 LP0253_MARK LOGO: CGS
 LP0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0253
 LP0253  HISTORY     - Date     Condition        Report By
 LP0253  HISTORY     - 1970     MONUMENTED       NGS
 LP0253
 LP0253                          STATION DESCRIPTION
 LP0253
 LP0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0253'IN WARNER.
 LP0253'AT WARNER, 0.05 MILE NORTH OF THE UNION PACIFIC RAILROAD STATION, 1
 LP0253'1/4 POLES NORTH OF MILE POST 748.25, SET VERTICALLY IN THE CONCRETE
 LP0253'FOUNDATION OF THE STANDARD OIL COMPANY BULK PLANT, 0.9 FOOT NORTH OF
 LP0253'THE SOUTHWEST CORNER OF THE BUILDING, 6.8 FEET EAST OF THE MOST
 LP0253'EASTERLY SIDE TRACK, 143.6 FEET EAST OF THE EAST RAIL OF THE MAIN
 LP0253'TRACK, ABOUT LEVEL WITH THE TRACK AND ABOUT 2 1/2 FEET ABOVE THE
 LP0253'GROUND.  SECTION 30, T 4W, R 3S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0281 ***********************************************************************
 LP0281  DESIGNATION -  H 176
 LP0281  PID         -  LP0281
 LP0281  STATE/COUNTY-  UT/TOOELE
 LP0281  COUNTRY     -  US
 LP0281  USGS QUAD   -  FAUST (2017)
 LP0281
 LP0281                         *CURRENT SURVEY CONTROL
 LP0281  ______________________________________________________________________
 LP0281* NAD 83(1986) POSITION- 40 09 31.     (N) 112 22 30.     (W)   SCALED
 LP0281* NAVD 88 ORTHO HEIGHT -  1627.104 (meters)     5338.26  (feet) ADJUSTED
 LP0281  ______________________________________________________________________
 LP0281  GEOID HEIGHT    -        -17.794 (meters)                     GEOID18
 LP0281  DYNAMIC HEIGHT  -       1625.654 (meters)     5333.50  (feet) COMP
 LP0281  MODELED GRAVITY -    979,676.8   (mgal)                       NAVD 88
 LP0281
 LP0281  VERT ORDER      -  FIRST     CLASS I
 LP0281
 LP0281.The horizontal coordinates were scaled from a map and have
 LP0281.an estimated accuracy of +/- 6 seconds.
 LP0281
 LP0281.The orthometric height was determined by differential leveling and
 LP0281.adjusted by the NATIONAL GEODETIC SURVEY
 LP0281.in June 1991.
 LP0281
 LP0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0281.GEOID18 height accuracy estimate available here.
 LP0281
 LP0281.Click photographs - Photos may exist for this station.
 LP0281
 LP0281.The dynamic height is computed by dividing the NAVD 88
 LP0281.geopotential number by the normal gravity value computed on the
 LP0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0281.degrees latitude (g = 980.6199 gals.).
 LP0281
 LP0281.The modeled gravity was interpolated from observed gravity values.
 LP0281
 LP0281;                    North         East    Units  Estimated Accuracy
 LP0281;SPC UT C     - 2,203,010.      425,460.      MT  (+/- 180 meters Scaled)
 LP0281
 LP0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK829462(NAD 83)
 LP0281
 LP0281                          SUPERSEDED SURVEY CONTROL
 LP0281
 LP0281  NGVD 29 (??/??/92) 1625.94   (m)         5334.4    (f) COMPUTED    1 1
 LP0281
 LP0281.Superseded values are not recommended for survey control.
 LP0281
 LP0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0281.See file dsdata.pdf to determine how the superseded data were derived.
 LP0281
 LP0281_MARKER: DB = BENCH MARK DISK
 LP0281_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0281_SP_SET: CULVERT HEADWALL
 LP0281_STAMPING: H 176 1970
 LP0281_MARK LOGO: CGS
 LP0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0281+STABILITY: SURFACE MOTION
 LP0281
 LP0281  HISTORY     - Date     Condition        Report By
 LP0281  HISTORY     - 1970     MONUMENTED       NGS
 LP0281
 LP0281                          STATION DESCRIPTION
 LP0281
 LP0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0281'11.3 MI N FROM LOFGREEN.
 LP0281'11.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING SIGN
 LP0281'AT LOFGREEN, 1 POLE NORTH OF MILE POST 721.50, IN THE CENTER OF THE
 LP0281'TOP OF THE NORTHEAST CONCRETE HEAD WALL OF CULVERT 721.26, 17.6 FEET
 LP0281'NORTHEAST OF THE NORTHEAST RAIL, 7.7 FEET NORTHWEST OF THE SOUTHEAST
 LP0281'END OF THE HEAD WALL AND ABOUT 6 1/2 FEET LOWER THAN THE TRACK.
 LP0281'SECTION 2, T 5W, R 8S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0064 ***********************************************************************
 KO0064  DESIGNATION -  H 177
 KO0064  PID         -  KO0064
 KO0064  STATE/COUNTY-  UT/JUAB
 KO0064  COUNTRY     -  US
 KO0064  USGS QUAD   -  TINTIC JUNCTION (2017)
 KO0064
 KO0064                         *CURRENT SURVEY CONTROL
 KO0064  ______________________________________________________________________
 KO0064* NAD 83(1986) POSITION- 39 56 38.     (N) 112 12 50.     (W)   SCALED
 KO0064* NAVD 88 ORTHO HEIGHT -  1825.033 (meters)     5987.63  (feet) ADJUSTED
 KO0064  ______________________________________________________________________
 KO0064  GEOID HEIGHT    -        -17.800 (meters)                     GEOID18
 KO0064  DYNAMIC HEIGHT  -       1823.264 (meters)     5981.83  (feet) COMP
 KO0064  MODELED GRAVITY -    979,592.0   (mgal)                       NAVD 88
 KO0064
 KO0064  VERT ORDER      -  FIRST     CLASS I
 KO0064
 KO0064.The horizontal coordinates were scaled from a map and have
 KO0064.an estimated accuracy of +/- 6 seconds.
 KO0064
 KO0064.The orthometric height was determined by differential leveling and
 KO0064.adjusted by the NATIONAL GEODETIC SURVEY
 KO0064.in June 1991.
 KO0064
 KO0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0064.GEOID18 height accuracy estimate available here.
 KO0064
 KO0064.Click photographs - Photos may exist for this station.
 KO0064
 KO0064.The dynamic height is computed by dividing the NAVD 88
 KO0064.geopotential number by the normal gravity value computed on the
 KO0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0064.degrees latitude (g = 980.6199 gals.).
 KO0064
 KO0064.The modeled gravity was interpolated from observed gravity values.
 KO0064
 KO0064;                    North         East    Units  Estimated Accuracy
 KO0064;SPC UT C     - 2,179,050.      439,000.      MT  (+/- 180 meters Scaled)
 KO0064
 KO0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK962222(NAD 83)
 KO0064
 KO0064                          SUPERSEDED SURVEY CONTROL
 KO0064
 KO0064.No superseded survey control is available for this station.
 KO0064
 KO0064_MARKER: DB = BENCH MARK DISK
 KO0064_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KO0064_STAMPING: H 177 1970
 KO0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KO0064
 KO0064  HISTORY     - Date     Condition        Report By
 KO0064  HISTORY     - 1970     MONUMENTED       NGS
 KO0064
 KO0064                          STATION DESCRIPTION
 KO0064
 KO0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0064'3.0 MI NW FROM TINTIC JUNCTION.
 KO0064'3.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0064'AT TINTIC JUNCTION, AT THE WEST END OF A LONG FILL AND THE EAST END OF
 KO0064'A CUT, 2 1/2 POLES WEST AND ACROSS THE TRACK FROM MILE POST 70150,
 KO0064'85.9 FEET NORTH OF THE NORTH RAIL, 63 FEET SOUTH OF THE CENTER LINE OF
 KO0064'STATE HIGHWAY 36, 1 1/2 FEET WEST OF A TELEPHONE POLE, 13.0 FEET SOUTH
 KO0064'OF A FENCE LINE, 30 FEET NORTH OF A LONE 18-INCH TREE, 1.7 FEET EAST
 KO0064'OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, A DISK ON A
 KO0064'5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSL AT A DEPTH OF 15
 KO0064'FEET.  THE ROD IS ENCASED IN A CONCRETE POST WHICH PROJECTS 0.3 FOOT.
 KO0064'SECTION 20, T 3W, R 10S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0006 ***********************************************************************
 KO0006  DESIGNATION -  H 178
 KO0006  PID         -  KO0006
 KO0006  STATE/COUNTY-  UT/MILLARD
 KO0006  COUNTRY     -  US
 KO0006  USGS QUAD   -  LYNNDYL EAST (2017)
 KO0006
 KO0006                         *CURRENT SURVEY CONTROL
 KO0006  ______________________________________________________________________
 KO0006* NAD 83(1986) POSITION- 39 32 04.     (N) 112 22 04.     (W)   SCALED
 KO0006* NAVD 88 ORTHO HEIGHT -  1461.835 (meters)     4796.04  (feet) ADJUSTED
 KO0006  ______________________________________________________________________
 KO0006  GEOID HEIGHT    -        -18.550 (meters)                     GEOID18
 KO0006  DYNAMIC HEIGHT  -       1460.516 (meters)     4791.71  (feet) COMP
 KO0006  MODELED GRAVITY -    979,673.1   (mgal)                       NAVD 88
 KO0006
 KO0006  VERT ORDER      -  FIRST     CLASS I
 KO0006
 KO0006.The horizontal coordinates were scaled from a map and have
 KO0006.an estimated accuracy of +/- 6 seconds.
 KO0006
 KO0006.The orthometric height was determined by differential leveling and
 KO0006.adjusted by the NATIONAL GEODETIC SURVEY
 KO0006.in June 1991.
 KO0006
 KO0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0006.GEOID18 height accuracy estimate available here.
 KO0006
 KO0006.Click photographs - Photos may exist for this station.
 KO0006
 KO0006.The dynamic height is computed by dividing the NAVD 88
 KO0006.geopotential number by the normal gravity value computed on the
 KO0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0006.degrees latitude (g = 980.6199 gals.).
 KO0006
 KO0006.The modeled gravity was interpolated from observed gravity values.
 KO0006
 KO0006;                    North         East    Units  Estimated Accuracy
 KO0006;SPC UT C     - 2,133,710.      425,400.      MT  (+/- 180 meters Scaled)
 KO0006
 KO0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ824769(NAD 83)
 KO0006
 KO0006                          SUPERSEDED SURVEY CONTROL
 KO0006
 KO0006.No superseded survey control is available for this station.
 KO0006
 KO0006_MARKER: DB = BENCH MARK DISK
 KO0006_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0006_SP_SET: CULVERT HEADWALL
 KO0006_STAMPING: H 178 1970
 KO0006_MARK LOGO: CGS
 KO0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0006+STABILITY: SURFACE MOTION
 KO0006
 KO0006  HISTORY     - Date     Condition        Report By
 KO0006  HISTORY     - 1970     MONUMENTED       NGS
 KO0006
 KO0006                          STATION DESCRIPTION
 KO0006
 KO0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0006'1.15 MI NE FROM LYNNDYL.
 KO0006'1.15 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0006'SIGN AT LYNNDYL, 7 POLES SOUTH OF A ROAD CROSSING, 3/4 POLE SOUTHWEST
 KO0006'OF MILEPOLE 667, IN THE TOP AND 0.6 FOOT NORTHEAST OF THE SOUTHWEST
 KO0006'END OF THE NORTHWEST CONCRETE HEAD WALL OF CULVERT 666.98, 10.1 FEET
 KO0006'NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 1/2 FOOT HIGHER THAN THE
 KO0006'TRACK.  SECTION 12, T15S, R5W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0269 ***********************************************************************
 KO0269  DESIGNATION -  H 179
 KO0269  PID         -  KO0269
 KO0269  STATE/COUNTY-  UT/MILLARD
 KO0269  COUNTRY     -  US
 KO0269  USGS QUAD   -  DELTA (2017)
 KO0269
 KO0269                         *CURRENT SURVEY CONTROL
 KO0269  ______________________________________________________________________
 KO0269* NAD 83(1986) POSITION- 39 21 30.     (N) 112 33 31.     (W)   SCALED
 KO0269* NAVD 88 ORTHO HEIGHT -  1413.138 (meters)     4636.27  (feet) ADJUSTED
 KO0269  ______________________________________________________________________
 KO0269  GEOID HEIGHT    -        -19.433 (meters)                     GEOID18
 KO0269  DYNAMIC HEIGHT  -       1411.830 (meters)     4631.98  (feet) COMP
 KO0269  MODELED GRAVITY -    979,652.3   (mgal)                       NAVD 88
 KO0269
 KO0269  VERT ORDER      -  FIRST     CLASS I
 KO0269
 KO0269.The horizontal coordinates were scaled from a map and have
 KO0269.an estimated accuracy of +/- 6 seconds.
 KO0269
 KO0269.The orthometric height was determined by differential leveling and
 KO0269.adjusted by the NATIONAL GEODETIC SURVEY
 KO0269.in June 1991.
 KO0269
 KO0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0269.GEOID18 height accuracy estimate available here.
 KO0269
 KO0269.Click photographs - Photos may exist for this station.
 KO0269
 KO0269.The dynamic height is computed by dividing the NAVD 88
 KO0269.geopotential number by the normal gravity value computed on the
 KO0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0269.degrees latitude (g = 980.6199 gals.).
 KO0269
 KO0269.The modeled gravity was interpolated from observed gravity values.
 KO0269
 KO0269;                    North         East    Units  Estimated Accuracy
 KO0269;SPC UT C     - 2,114,340.      408,770.      MT  (+/- 180 meters Scaled)
 KO0269
 KO0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ657577(NAD 83)
 KO0269
 KO0269                          SUPERSEDED SURVEY CONTROL
 KO0269
 KO0269  NGVD 29 (??/??/92) 1412.01   (m)         4632.6    (f) COMPUTED    1 1
 KO0269
 KO0269.Superseded values are not recommended for survey control.
 KO0269
 KO0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0269.See file dsdata.pdf to determine how the superseded data were derived.
 KO0269
 KO0269_MARKER: DB = BENCH MARK DISK
 KO0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0269_STAMPING: H 179 1970
 KO0269_MARK LOGO: CGS
 KO0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0269+STABILITY: SURFACE MOTION
 KO0269
 KO0269  HISTORY     - Date     Condition        Report By
 KO0269  HISTORY     - 1970     MONUMENTED       NGS
 KO0269
 KO0269                          STATION DESCRIPTION
 KO0269
 KO0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0269'0.75 MI NE FROM DELTA.
 KO0269'0.75 MILE NORTHEAST ALONG U.S. HIGHWAY 50 AND 6 FROM THE JUNCTION OF
 KO0269'3RD EAST STREET AT DELTA, AT THE JUNCTION OF A GRAVELED ROAD SOUTH, 78
 KO0269'1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET WEST OF
 KO0269'THE CENTER LINE OF THE ROAD, 42.4 FEET SOUTH OF A TELEPHONE POLE, 1
 KO0269'1/2 FEET NORTH OF A POWER POLE, 2.1 FEET SOUTH OF A WITNESS POST,
 KO0269'ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER
 KO0269'COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 40 FEET.  THE UPPER
 KO0269'PORTION OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.4 FOOT
 KO0269'ABOVE THE GROUND.  SECTION 7, T 17S, R 6W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0232 ***********************************************************************
 HO0232  DESIGNATION -  H 18
 HO0232  PID         -  HO0232
 HO0232  STATE/COUNTY-  UT/WASHINGTON
 HO0232  COUNTRY     -  US
 HO0232  USGS QUAD   -  SPRINGDALE WEST (2017)
 HO0232
 HO0232                         *CURRENT SURVEY CONTROL
 HO0232  ______________________________________________________________________
 HO0232* NAD 83(1986) POSITION- 37 10 13.     (N) 113 04 55.     (W)   SCALED
 HO0232* NAVD 88 ORTHO HEIGHT -  1118.24  (+/-2cm)     3668.8   (feet) VERTCON3
 HO0232  ______________________________________________________________________
 HO0232  GEOID HEIGHT    -        -22.884 (meters)                     GEOID18
 HO0232  VERT ORDER      -  ? (See Below)
 HO0232
 HO0232.The horizontal coordinates were scaled from a map and have
 HO0232.an estimated accuracy of +/- 6 seconds.
 HO0232
 HO0232.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0232
 HO0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0232.GEOID18 height accuracy estimate available here.
 HO0232
 HO0232.The vertical order pertains to the NGVD 29 superseded value.
 HO0232
 HO0232.Click photographs - Photos may exist for this station.
 HO0232
 HO0232;                    North         East    Units  Estimated Accuracy
 HO0232;SPC UT S     - 3,057,080.      359,510.      MT  (+/- 180 meters Scaled)
 HO0232
 HO0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG151157(NAD 83)
 HO0232
 HO0232                          SUPERSEDED SURVEY CONTROL
 HO0232
 HO0232  NGVD 29 (??/??/92) 1117.336  (m)         3665.79   (f) ADJ UNCH       
 HO0232
 HO0232.Superseded values are not recommended for survey control.
 HO0232
 HO0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0232.See file dsdata.pdf to determine how the superseded data were derived.
 HO0232
 HO0232_MARKER: DD = SURVEY DISK
 HO0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0232_STAMPING: H 18 1928
 HO0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0232+STABILITY: SURFACE MOTION
 HO0232
 HO0232  HISTORY     - Date     Condition        Report By
 HO0232  HISTORY     - 1928     MONUMENTED       USGS
 HO0232
 HO0232                          STATION DESCRIPTION
 HO0232
 HO0232'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 HO0232'2.7 MI NW FROM ROCKVILLE.
 HO0232'ABOUT 2.7 MILES NORTHWEST ALONG STATE HIGHWAY 15 FROM ROCKVILLE,
 HO0232'WASHINGTON COUNTY, 33 FEET EAST OF THE JUNCTION OF THE ROAD LEADING
 HO0232'SOUTH, TO GRAFTON, AND 32 FEET SOUTH OF THE CENTER LINE OF THE
 HO0232'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H
 HO0232'18 1928 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0572 ***********************************************************************
 LO0572  DESIGNATION -  H 18
 LO0572  PID         -  LO0572
 LO0572  STATE/COUNTY-  UT/SALT LAKE
 LO0572  COUNTRY     -  US
 LO0572  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0572
 LO0572                         *CURRENT SURVEY CONTROL
 LO0572  ______________________________________________________________________
 LO0572* NAD 83(1986) POSITION- 40 43 31.     (N) 111 54 31.     (W)   SCALED
 LO0572* NAVD 88 ORTHO HEIGHT -  1290.606 (meters)     4234.26  (feet) ADJUSTED
 LO0572  ______________________________________________________________________
 LO0572  GEOID HEIGHT    -        -16.995 (meters)                     GEOID18
 LO0572  DYNAMIC HEIGHT  -       1289.573 (meters)     4230.87  (feet) COMP
 LO0572  MODELED GRAVITY -    979,780.8   (mgal)                       NAVD 88
 LO0572
 LO0572  VERT ORDER      -  FIRST     CLASS II
 LO0572
 LO0572.The horizontal coordinates were scaled from a map and have
 LO0572.an estimated accuracy of +/- 6 seconds.
 LO0572
 LO0572.The orthometric height was determined by differential leveling and
 LO0572.adjusted by the NATIONAL GEODETIC SURVEY
 LO0572.in June 1991.
 LO0572
 LO0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0572.GEOID18 height accuracy estimate available here.
 LO0572
 LO0572.Click photographs - Photos may exist for this station.
 LO0572
 LO0572.The dynamic height is computed by dividing the NAVD 88
 LO0572.geopotential number by the normal gravity value computed on the
 LO0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0572.degrees latitude (g = 980.6199 gals.).
 LO0572
 LO0572.The modeled gravity was interpolated from observed gravity values.
 LO0572
 LO0572;                    North         East    Units  Estimated Accuracy
 LO0572;SPC UT C     - 2,265,640.      465,480.      MT  (+/- 180 meters Scaled)
 LO0572
 LO0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL232086(NAD 83)
 LO0572
 LO0572                          SUPERSEDED SURVEY CONTROL
 LO0572
 LO0572.No superseded survey control is available for this station.
 LO0572
 LO0572_MARKER: DB = BENCH MARK DISK
 LO0572_SETTING: 0 = UNSPECIFIED SETTING
 LO0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0572
 LO0572  HISTORY     - Date     Condition        Report By
 LO0572  HISTORY     - 1927     MONUMENTED       CGS
 LO0572  HISTORY     - 1953     MARK NOT FOUND   CGS
 LO0572
 LO0572                          STATION DESCRIPTION
 LO0572
 LO0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LO0572'2.5 MI S FROM SALT LAKE CITY.
 LO0572'59 FT. EAST OF CENTERLINE OF EAST TRACK OF D. AND R.G.R.R., IN FENCE
 LO0572'CORNER SOUTH OF PUBLIC ROAD CROSSING, 300 FT. NORTH OF TELEPHONE BOOTH
 LO0572'AT SIDING ROPER.  NOTE-- A HIGHWAY BRIDGE HAS BEEN BUILT OVER THE
 LO0572'RAILROAD AT 21ST. SOUTH STREET AND THE MARK WAS PROBABLY DESTROYED
 LO0572'DURING THE CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0170 ***********************************************************************
 HO0170  DESIGNATION -  H 18
 HO0170  PID         -  HO0170
 HO0170  STATE/COUNTY-  UT/KANE
 HO0170  COUNTRY     -  US
 HO0170  USGS QUAD   -  LONG VALLEY JUNCTION (2017)
 HO0170
 HO0170                         *CURRENT SURVEY CONTROL
 HO0170  ______________________________________________________________________
 HO0170* NAD 83(1986) POSITION- 37 25 39.     (N) 112 32 17.     (W)   SCALED
 HO0170* NAVD 88 ORTHO HEIGHT -  2119.10  (+/-2cm)     6952.4   (feet) VERTCON3
 HO0170  ______________________________________________________________________
 HO0170  GEOID HEIGHT    -        -20.985 (meters)                     GEOID18
 HO0170  VERT ORDER      -  ? (See Below)
 HO0170
 HO0170.The horizontal coordinates were scaled from a map and have
 HO0170.an estimated accuracy of +/- 6 seconds.
 HO0170
 HO0170.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0170
 HO0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0170.GEOID18 height accuracy estimate available here.
 HO0170
 HO0170.The vertical order pertains to the NGVD 29 superseded value.
 HO0170
 HO0170.Click photographs - Photos may exist for this station.
 HO0170
 HO0170;                    North         East    Units  Estimated Accuracy
 HO0170;SPC UT S     - 3,084,950.      408,130.      MT  (+/- 180 meters Scaled)
 HO0170
 HO0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG639434(NAD 83)
 HO0170
 HO0170                          SUPERSEDED SURVEY CONTROL
 HO0170
 HO0170  NGVD 29 (??/??/92) 2117.823  (m)         6948.22   (f) ADJ UNCH       
 HO0170
 HO0170.Superseded values are not recommended for survey control.
 HO0170
 HO0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0170.See file dsdata.pdf to determine how the superseded data were derived.
 HO0170
 HO0170_MARKER: DB = BENCH MARK DISK
 HO0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0170_STAMPING: H 18 1934
 HO0170_MARK LOGO: USGS
 HO0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0170+STABILITY: SURFACE MOTION
 HO0170
 HO0170  HISTORY     - Date     Condition        Report By
 HO0170  HISTORY     - 1931     MONUMENTED       USGS
 HO0170  HISTORY     - 20101208 MARK NOT FOUND   GEOCAC
 HO0170
 HO0170                          STATION DESCRIPTION
 HO0170
 HO0170'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HO0170'9.7 MI NE FROM GLENDALE.
 HO0170'ABOUT 9.7 MILES NORTHEAST ALONG U.S. HIGHWAY 89 FROM GLENDALE, KANE
 HO0170'COUNTY, IN THE ANGLE FORMED BY THE JUNCTION OF A ROAD LEADING TO
 HO0170'ALTON, 22 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AT THE EDGE OF
 HO0170'A BRUSH, AND 14 FEET NORTH OF A DITCH.  A UNITED STATES GEOLOGICAL
 HO0170'SURVEY STANDARD DISK, STAMPED H 18 1931 AND SET IN THE TOP OF A
 HO0170'CONCRETE POST.
 HO0170
 HO0170                          STATION RECOVERY (2010)
 HO0170
 HO0170'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HO0170'T INTERSECTION HAS BEEN WIDENED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0197 ***********************************************************************
 KO0197  DESIGNATION -  H 180
 KO0197  PID         -  KO0197
 KO0197  STATE/COUNTY-  UT/MILLARD
 KO0197  COUNTRY     -  US
 KO0197  USGS QUAD   -  SUNSTONE KNOLL (2017)
 KO0197
 KO0197                         *CURRENT SURVEY CONTROL
 KO0197  ______________________________________________________________________
 KO0197* NAD 83(1986) POSITION- 39 08 52.9    (N) 112 43 00.7    (W)   HD_HELD2
 KO0197* NAVD 88 ORTHO HEIGHT -  1406.698 (meters)     4615.14  (feet) ADJUSTED
 KO0197  ______________________________________________________________________
 KO0197  GEOID HEIGHT    -        -20.022 (meters)                     GEOID18
 KO0197  DYNAMIC HEIGHT  -       1405.367 (meters)     4610.77  (feet) COMP
 KO0197  MODELED GRAVITY -    979,632.4   (mgal)                       NAVD 88
 KO0197
 KO0197  VERT ORDER      -  FIRST     CLASS I
 KO0197
 KO0197.The horizontal coordinates were established by autonomous hand held GPS
 KO0197.observations and have an estimated accuracy of +/- 10 meters.
 KO0197
 KO0197.The orthometric height was determined by differential leveling and
 KO0197.adjusted by the NATIONAL GEODETIC SURVEY
 KO0197.in June 1991.
 KO0197
 KO0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0197.GEOID18 height accuracy estimate available here.
 KO0197
 KO0197.Click photographs - Photos may exist for this station.
 KO0197
 KO0197.The dynamic height is computed by dividing the NAVD 88
 KO0197.geopotential number by the normal gravity value computed on the
 KO0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0197.degrees latitude (g = 980.6199 gals.).
 KO0197
 KO0197.The modeled gravity was interpolated from observed gravity values.
 KO0197
 KO0197;                    North         East    Units  Estimated Accuracy
 KO0197;SPC UT C     - 2,091,163.      394,814.      MT  (+/- 10 meters HH2 GPS)
 KO0197
 KO0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ5163934607(NAD 83)
 KO0197
 KO0197                          SUPERSEDED SURVEY CONTROL
 KO0197
 KO0197  NGVD 29 (??/??/92) 1405.60   (m)         4611.5    (f) COMPUTED    1 1
 KO0197
 KO0197.Superseded values are not recommended for survey control.
 KO0197
 KO0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0197.See file dsdata.pdf to determine how the superseded data were derived.
 KO0197
 KO0197_MARKER: DB = BENCH MARK DISK
 KO0197_SETTING: 66 = SET IN ROCK OUTCROP
 KO0197_STAMPING: H 180 1970
 KO0197_MARK LOGO: CGS
 KO0197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0197+STABILITY: POSITION/ELEVATION WELL
 KO0197
 KO0197  HISTORY     - Date     Condition        Report By
 KO0197  HISTORY     - 1970     MONUMENTED       NGS
 KO0197
 KO0197                          STATION DESCRIPTION
 KO0197
 KO0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0197'16.35 MI SW FROM DELTA.
 KO0197'16.15 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KO0197'STATION AT DELTA, THENCE 0.2 MILE SOUTHEAST ALONG A DIRT ROAD, IN THE
 KO0197'TOP OF THE EAST BASE OF A ROCK OUTCROP WHICH PROJECTS ABOUT 2 1/2 FEET
 KO0197'ABOVE THE GROUND, 250 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 KO0197'468 FEET SOUTH AND ACROSS THE ROAD FROM BENCH MARK F 180, 3.2 FEET
 KO0197'EAST OF A WITNESS POST, AND ABOUT 5 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0244 ***********************************************************************
 JO0244  DESIGNATION -  H 181
 JO0244  PID         -  JO0244
 JO0244  STATE/COUNTY-  UT/MILLARD
 JO0244  COUNTRY     -  US
 JO0244  USGS QUAD   -  CRUZ (2017)
 JO0244
 JO0244                         *CURRENT SURVEY CONTROL
 JO0244  ______________________________________________________________________
 JO0244* NAD 83(1986) POSITION- 38 49 21.     (N) 112 50 51.     (W)   SCALED
 JO0244* NAVD 88 ORTHO HEIGHT -  1486.729 (meters)     4877.71  (feet) ADJUSTED
 JO0244  ______________________________________________________________________
 JO0244  GEOID HEIGHT    -        -20.171 (meters)                     GEOID18
 JO0244  DYNAMIC HEIGHT  -       1485.264 (meters)     4872.90  (feet) COMP
 JO0244  MODELED GRAVITY -    979,590.4   (mgal)                       NAVD 88
 JO0244  OBS GRAVITY     -    979,592.6   (mgal)                       GRAV_OBS
 JO0244
 JO0244  VERT ORDER      -  FIRST     CLASS I
 JO0244
 JO0244.The horizontal coordinates were scaled from a map and have
 JO0244.an estimated accuracy of +/- 6 seconds.
 JO0244
 JO0244.The orthometric height was determined by differential leveling and
 JO0244.adjusted by the NATIONAL GEODETIC SURVEY
 JO0244.in June 1991.
 JO0244
 JO0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0244.GEOID18 height accuracy estimate available here.
 JO0244
 JO0244.Click photographs - Photos may exist for this station.
 JO0244
 JO0244.The dynamic height is computed by dividing the NAVD 88
 JO0244.geopotential number by the normal gravity value computed on the
 JO0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0244.degrees latitude (g = 980.6199 gals.).
 JO0244
 JO0244.The modeled gravity was interpolated from observed gravity values.
 JO0244
 JO0244.The observed gravity was obtained from relative gravimeter ties
 JO0244.to the IGSN71 gravity network.
 JO0244
 JO0244;                    North         East    Units  Estimated Accuracy
 JO0244;SPC UT C     - 2,055,190.      382,980.      MT  (+/- 180 meters Scaled)
 JO0244
 JO0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH396987(NAD 83)
 JO0244
 JO0244                          SUPERSEDED SURVEY CONTROL
 JO0244
 JO0244  NGVD 29 (??/??/92) 1485.63   (m)         4874.1    (f) COMPUTED    1 1
 JO0244
 JO0244.Superseded values are not recommended for survey control.
 JO0244
 JO0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0244.See file dsdata.pdf to determine how the superseded data were derived.
 JO0244
 JO0244_MARKER: DB = BENCH MARK DISK
 JO0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0244_STAMPING: H 181 1970
 JO0244_MARK LOGO: CGS
 JO0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0244+STABILITY: SURFACE MOTION
 JO0244
 JO0244  HISTORY     - Date     Condition        Report By
 JO0244  HISTORY     - 1970     MONUMENTED       NGS
 JO0244
 JO0244                          STATION DESCRIPTION
 JO0244
 JO0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0244'10.1 MI NE FROM BLACK ROCK.
 JO0244'10.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JO0244'AT BLACK ROCK, AT CRUZ SIDING, 0.55 MILE SOUTHWEST OF THE CROSSING OF
 JO0244'A ROAD, 2 FEET SOUTHWEST OF MILEPOLE 609.50, 88.5 FEET NORTHWEST OF
 JO0244'THE NORTHWEST RAIL, 89.5 FEET WEST OF A POST BEARING CRUZ SIDING SIGN,
 JO0244'9.1 FEET SOUTHEAST OF A FENCE, 1.8 FEET NORTHEAST OF A WITNESS POST,
 JO0244'ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JO0244'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0209 ***********************************************************************
 JO0209  DESIGNATION -  H 182
 JO0209  PID         -  JO0209
 JO0209  STATE/COUNTY-  UT/MILLARD
 JO0209  COUNTRY     -  US
 JO0209  USGS QUAD   -  READ (2017)
 JO0209
 JO0209                         *CURRENT SURVEY CONTROL
 JO0209  ______________________________________________________________________
 JO0209* NAD 83(1986) POSITION- 38 35 40.     (N) 112 59 07.     (W)   SCALED
 JO0209* NAVD 88 ORTHO HEIGHT -  1488.267 (meters)     4882.76  (feet) ADJUSTED
 JO0209  ______________________________________________________________________
 JO0209  GEOID HEIGHT    -        -20.695 (meters)                     GEOID18
 JO0209  DYNAMIC HEIGHT  -       1486.752 (meters)     4877.79  (feet) COMP
 JO0209  MODELED GRAVITY -    979,558.6   (mgal)                       NAVD 88
 JO0209
 JO0209  VERT ORDER      -  FIRST     CLASS I
 JO0209
 JO0209.The horizontal coordinates were scaled from a map and have
 JO0209.an estimated accuracy of +/- 6 seconds.
 JO0209
 JO0209.The orthometric height was determined by differential leveling and
 JO0209.adjusted by the NATIONAL GEODETIC SURVEY
 JO0209.in June 1991.
 JO0209
 JO0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0209.GEOID18 height accuracy estimate available here.
 JO0209
 JO0209.Click photographs - Photos may exist for this station.
 JO0209
 JO0209.The dynamic height is computed by dividing the NAVD 88
 JO0209.geopotential number by the normal gravity value computed on the
 JO0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0209.degrees latitude (g = 980.6199 gals.).
 JO0209
 JO0209.The modeled gravity was interpolated from observed gravity values.
 JO0209
 JO0209;                    North         East    Units  Estimated Accuracy
 JO0209;SPC UT C     - 2,030,060.      370,590.      MT  (+/- 180 meters Scaled)
 JO0209
 JO0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH271736(NAD 83)
 JO0209
 JO0209                          SUPERSEDED SURVEY CONTROL
 JO0209
 JO0209  NGVD 29 (??/??/92) 1486.937  (m)         4878.39   (f) ADJ UNCH    1 1
 JO0209
 JO0209.Superseded values are not recommended for survey control.
 JO0209
 JO0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0209.See file dsdata.pdf to determine how the superseded data were derived.
 JO0209
 JO0209_MARKER: DB = BENCH MARK DISK
 JO0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0209_STAMPING: H 182 1970
 JO0209_MARK LOGO: CGS
 JO0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0209+STABILITY: SURFACE MOTION
 JO0209
 JO0209  HISTORY     - Date     Condition        Report By
 JO0209  HISTORY     - 1970     MONUMENTED       NGS
 JO0209
 JO0209                          STATION DESCRIPTION
 JO0209
 JO0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0209'8.4 MI S FROM BLACK ROCK.
 JO0209'8.4 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JO0209'BLACK ROCK, 1 POLE SOUTH AND ACROSS THE TRACK FROM MILEPOLE 591, 97.2
 JO0209'FEET EAST OF THE EAST RAIL, 8 1/2 FEET NORTHEAST OF A TELEPHONE POLE,
 JO0209'1.0 FOOT WEST OF A FENCE, 2.0 FEET NORTH OF A WITNESS POST, ABOUT 2
 JO0209'1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JO0209'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0217 ***********************************************************************
 LP0217  DESIGNATION -  H 19
 LP0217  PID         -  LP0217
 LP0217  STATE/COUNTY-  UT/SALT LAKE
 LP0217  COUNTRY     -  US
 LP0217  USGS QUAD   -  MAGNA (2017)
 LP0217
 LP0217                         *CURRENT SURVEY CONTROL
 LP0217  ______________________________________________________________________
 LP0217* NAD 83(1986) POSITION- 40 44 59.     (N) 112 00 52.     (W)   SCALED
 LP0217* NAVD 88 ORTHO HEIGHT -  1293.239 (meters)     4242.90  (feet) ADJUSTED
 LP0217  ______________________________________________________________________
 LP0217  GEOID HEIGHT    -        -17.141 (meters)                     GEOID18
 LP0217  DYNAMIC HEIGHT  -       1292.235 (meters)     4239.61  (feet) COMP
 LP0217  MODELED GRAVITY -    979,804.4   (mgal)                       NAVD 88
 LP0217
 LP0217  VERT ORDER      -  FIRST     CLASS I
 LP0217
 LP0217.The horizontal coordinates were scaled from a map and have
 LP0217.an estimated accuracy of +/- 6 seconds.
 LP0217
 LP0217.The orthometric height was determined by differential leveling and
 LP0217.adjusted by the NATIONAL GEODETIC SURVEY
 LP0217.in June 1991.
 LP0217
 LP0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0217.GEOID18 height accuracy estimate available here.
 LP0217
 LP0217.Click photographs - Photos may exist for this station.
 LP0217
 LP0217.The dynamic height is computed by dividing the NAVD 88
 LP0217.geopotential number by the normal gravity value computed on the
 LP0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0217.degrees latitude (g = 980.6199 gals.).
 LP0217
 LP0217.The modeled gravity was interpolated from observed gravity values.
 LP0217
 LP0217;                    North         East    Units  Estimated Accuracy
 LP0217;SPC UT C     - 2,268,400.      456,550.      MT  (+/- 180 meters Scaled)
 LP0217
 LP0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL143114(NAD 83)
 LP0217
 LP0217                          SUPERSEDED SURVEY CONTROL
 LP0217
 LP0217  NGVD 29 (??/??/92) 1292.27   (m)         4239.7    (f) COMPUTED    1 1
 LP0217
 LP0217.Superseded values are not recommended for survey control.
 LP0217
 LP0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0217.See file dsdata.pdf to determine how the superseded data were derived.
 LP0217
 LP0217_MARKER: DD = SURVEY DISK
 LP0217_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0217_SP_SET: CULVERT HEADWALL
 LP0217_STAMPING: H 19
 LP0217_MARK LOGO: USGS
 LP0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0217+STABILITY: SURFACE MOTION
 LP0217
 LP0217  HISTORY     - Date     Condition        Report By
 LP0217  HISTORY     - UNK      MONUMENTED       USGS
 LP0217  HISTORY     - 1970     GOOD             NGS
 LP0217
 LP0217                          STATION DESCRIPTION
 LP0217
 LP0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0217'3.95 MI W FROM SALT LAKE CITY.
 LP0217'0.85 MILE WEST ALONG FIFTH SOUTH STREET FROM THE INTERSECTION OF
 LP0217'REDWOOD ROAD, THENCE 3.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD,
 LP0217'0.55 MILE EAST OF THE CROSSING OF 5600 WEST STREET, AT THE CROSSING OF
 LP0217'A POWER LINE, 1 3/4 POLES EAST OF MILEPOLE 776.75, IN THE CENTER OF
 LP0217'THE NORTH HEAD WALL OF CONCRETE BOX CULVERT FOR RIDGE LAND CANAL, 6.5
 LP0217'FEET NORTH OF THE NORTH RAIL AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 LP0217'SECTION 12, T 2 W, R 1 S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0171 ***********************************************************************
 HO0171  DESIGNATION -  H 19
 HO0171  PID         -  HO0171
 HO0171  STATE/COUNTY-  UT/KANE
 HO0171  COUNTRY     -  US
 HO0171  USGS QUAD   -  LONG VALLEY JUNCTION (2017)
 HO0171
 HO0171                         *CURRENT SURVEY CONTROL
 HO0171  ______________________________________________________________________
 HO0171* NAD 83(1986) POSITION- 37 27 04.     (N) 112 31 49.     (W)   SCALED
 HO0171* NAVD 88 ORTHO HEIGHT -  2179.27  (+/-2cm)     7149.8   (feet) VERTCON3
 HO0171  ______________________________________________________________________
 HO0171  GEOID HEIGHT    -        -20.897 (meters)                     GEOID18
 HO0171  VERT ORDER      -  ? (See Below)
 HO0171
 HO0171.The horizontal coordinates were scaled from a map and have
 HO0171.an estimated accuracy of +/- 6 seconds.
 HO0171
 HO0171.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0171
 HO0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0171.GEOID18 height accuracy estimate available here.
 HO0171
 HO0171.The vertical order pertains to the NGVD 29 superseded value.
 HO0171
 HO0171.Click photographs - Photos may exist for this station.
 HO0171
 HO0171;                    North         East    Units  Estimated Accuracy
 HO0171;SPC UT S     - 3,087,560.      408,840.      MT  (+/- 180 meters Scaled)
 HO0171
 HO0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG646460(NAD 83)
 HO0171
 HO0171                          SUPERSEDED SURVEY CONTROL
 HO0171
 HO0171  NGVD 29 (??/??/92) 2177.968  (m)         7145.55   (f) ADJ UNCH       
 HO0171
 HO0171.Superseded values are not recommended for survey control.
 HO0171
 HO0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0171.See file dsdata.pdf to determine how the superseded data were derived.
 HO0171
 HO0171_MARKER: DB = BENCH MARK DISK
 HO0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0171_STAMPING: H 19 1931
 HO0171_MARK LOGO: USGS
 HO0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0171+STABILITY: SURFACE MOTION
 HO0171
 HO0171  HISTORY     - Date     Condition        Report By
 HO0171  HISTORY     - 1931     MONUMENTED       USGS
 HO0171  HISTORY     - 20101208 MARK NOT FOUND   GEOCAC
 HO0171  HISTORY     - 20120612 MARK NOT FOUND   GEOCAC
 HO0171
 HO0171                          STATION DESCRIPTION
 HO0171
 HO0171'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HO0171'2.7 MI SW FROM LONG VALLEY JUNCTION.
 HO0171'ABOUT 2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM LONG VALLEY
 HO0171'JUNCTION, KANE COUNTY, 11 FEET NORTH OF THE JUNCTION OF A PRIVATE ROAD
 HO0171'LEADING EAST, AT THE SUMMIT OF A GRADE, 44 FEET EAST OF THE CENTER
 HO0171'LINE OF THE HIGHWAY, AND 2 FEET EAST OF A FENCE LINE.  A UNITED STATES
 HO0171'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 19 1931 AND SET IN THE TOP
 HO0171'OF A CONCRETE POST.
 HO0171
 HO0171                          STATION RECOVERY (2010)
 HO0171
 HO0171'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HO0171'NOT FOUND AFTER 15 MINUTES OF PROBING THROUGH SIX INCHES OF SNOW ALONG
 HO0171'THE CURRENT ROW FENCE.
 HO0171
 HO0171                          STATION RECOVERY (2012)
 HO0171
 HO0171'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0171'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 HO0171'MARK. THE ROADWAY HAS BEEN WIDENED AND THE DISTANCE FALLS IN THE
 HO0171'GRADED SHOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0306 ***********************************************************************
 JM0306  DESIGNATION -  H 19
 JM0306  PID         -  JM0306
 JM0306  STATE/COUNTY-  UT/GRAND
 JM0306  COUNTRY     -  US
 JM0306  USGS QUAD   -  MERRIMAC BUTTE (2017)
 JM0306
 JM0306                         *CURRENT SURVEY CONTROL
 JM0306  ______________________________________________________________________
 JM0306* NAD 83(1986) POSITION- 38 38 08.1    (N) 109 38 59.0    (W)   HD_HELD2
 JM0306* NAVD 88 ORTHO HEIGHT -  1391.782 (meters)     4566.20  (feet) ADJUSTED
 JM0306  ______________________________________________________________________
 JM0306  GEOID HEIGHT    -        -20.693 (meters)                     GEOID18
 JM0306  DYNAMIC HEIGHT  -       1390.332 (meters)     4561.45  (feet) COMP
 JM0306  MODELED GRAVITY -    979,539.2   (mgal)                       NAVD 88
 JM0306
 JM0306  VERT ORDER      -  FIRST     CLASS II
 JM0306
 JM0306.The horizontal coordinates were established by autonomous hand held GPS
 JM0306.observations and have an estimated accuracy of +/- 10 meters.
 JM0306
 JM0306.The orthometric height was determined by differential leveling and
 JM0306.adjusted by the NATIONAL GEODETIC SURVEY
 JM0306.in June 1991.
 JM0306
 JM0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0306.GEOID18 height accuracy estimate available here.
 JM0306
 JM0306.Click photographs - Photos may exist for this station.
 JM0306
 JM0306.The dynamic height is computed by dividing the NAVD 88
 JM0306.geopotential number by the normal gravity value computed on the
 JM0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0306.degrees latitude (g = 980.6199 gals.).
 JM0306
 JM0306.The modeled gravity was interpolated from observed gravity values.
 JM0306
 JM0306;                    North         East    Units  Estimated Accuracy
 JM0306;SPC UT C     - 2,035,224.      661,109.      MT  (+/- 10 meters HH2 GPS)
 JM0306
 JM0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH1752277202(NAD 83)
 JM0306
 JM0306                          SUPERSEDED SURVEY CONTROL
 JM0306
 JM0306  NGVD 29 (??/??/92) 1390.760  (m)         4562.85   (f) ADJ UNCH    1 2
 JM0306
 JM0306.Superseded values are not recommended for survey control.
 JM0306
 JM0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0306.See file dsdata.pdf to determine how the superseded data were derived.
 JM0306
 JM0306_MARKER: DB = BENCH MARK DISK
 JM0306_SETTING: 66 = SET IN ROCK OUTCROP
 JM0306_STAMPING: 4562.852 H 19 1933
 JM0306_MARK LOGO: CGS
 JM0306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0306+STABILITY: POSITION/ELEVATION WELL
 JM0306
 JM0306  HISTORY     - Date     Condition        Report By
 JM0306  HISTORY     - 1933     MONUMENTED       CGS
 JM0306  HISTORY     - 1934     GOOD             CGS
 JM0306  HISTORY     - 1965     GOOD             CGS
 JM0306  HISTORY     - 1980     GOOD             USGS
 JM0306  HISTORY     - 20091122 GOOD             GEOCAC
 JM0306
 JM0306                          STATION DESCRIPTION
 JM0306
 JM0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0306'8.1 MI N FROM MOAB.
 JM0306'8.1 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT MOAB,
 JM0306'GRAND COUNTY, 5.5 MILES NORTH OF THE COLORADO RIVER BRIDGE, 100 YARDS
 JM0306'SOUTHEAST OF A ROCK CUT, 8 FEET NORTH OF A SMALL WASH, 30 FEET
 JM0306'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A
 JM0306'DOME-SHAPED SANDSTONE OUTCROP 4 FEET IN DIAMETER, AND 2 FEET HIGHER
 JM0306'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED 4562.852 H 19 1933.
 JM0306
 JM0306                          STATION RECOVERY (1965)
 JM0306
 JM0306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JM0306'RECOVERED IN GOOD CONDITION.
 JM0306
 JM0306                          STATION RECOVERY (1980)
 JM0306
 JM0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 JM0306'5.9 MILES W ALONG U.S. HWY 163 AND 191 FROM THE COURTHOUSE MOAB,
 JM0306'GRAND COUNTY, 3.3 MILES. OF THE COLORADO RIVER BRIDGE, THENCE 2.2
 JM0306'MILES N. ALONG OLD HIGHWAY, 100 YARDS SOUTHEAST OF A ROCK CUT, 8 FEET
 JM0306'NORTH OF A SMALL WASH, 30 FEET SOUTHWEST OF THE CENTERLINE OF THE
 JM0306'ROAD, IN THE OF A SMALL DOME-SHAPED SANDSTONE OUTCROP, 4 FEET IN
 JM0306'DIAMETER AND 0.6 FEET HIGHER THAN THE ROAD. A STANDARD DISK, STAMPED
 JM0306'4562.852 H 19 1933.
 JM0306
 JM0306                          STATION RECOVERY (2009)
 JM0306
 JM0306'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0306'ABANDONED HIGHWAY IS NOW A RECREATIONAL BIKE TRAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0233 ***********************************************************************
 HO0233  DESIGNATION -  H 19
 HO0233  PID         -  HO0233
 HO0233  STATE/COUNTY-  UT/WASHINGTON
 HO0233  COUNTRY     -  US
 HO0233  USGS QUAD   -  SPRINGDALE WEST (2017)
 HO0233
 HO0233                         *CURRENT SURVEY CONTROL
 HO0233  ______________________________________________________________________
 HO0233* NAD 83(1986) POSITION- 37 09 40.     (N) 113 02 16.     (W)   SCALED
 HO0233* NAVD 88 ORTHO HEIGHT -  1142.863 (meters)     3749.54  (feet) ADJUSTED
 HO0233  ______________________________________________________________________
 HO0233  GEOID HEIGHT    -        -22.758 (meters)                     GEOID18
 HO0233  DYNAMIC HEIGHT  -       1141.632 (meters)     3745.50  (feet) COMP
 HO0233  MODELED GRAVITY -    979,515.1   (mgal)                       NAVD 88
 HO0233
 HO0233  VERT ORDER      -  FIRST     CLASS II
 HO0233
 HO0233.The horizontal coordinates were scaled from a map and have
 HO0233.an estimated accuracy of +/- 6 seconds.
 HO0233
 HO0233.The orthometric height was determined by differential leveling and
 HO0233.adjusted by the NATIONAL GEODETIC SURVEY
 HO0233.in June 1991.
 HO0233
 HO0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0233.GEOID18 height accuracy estimate available here.
 HO0233
 HO0233.Click photographs - Photos may exist for this station.
 HO0233
 HO0233.The dynamic height is computed by dividing the NAVD 88
 HO0233.geopotential number by the normal gravity value computed on the
 HO0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0233.degrees latitude (g = 980.6199 gals.).
 HO0233
 HO0233.The modeled gravity was interpolated from observed gravity values.
 HO0233
 HO0233;                    North         East    Units  Estimated Accuracy
 HO0233;SPC UT S     - 3,056,000.      363,410.      MT  (+/- 180 meters Scaled)
 HO0233
 HO0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG190146(NAD 83)
 HO0233
 HO0233                          SUPERSEDED SURVEY CONTROL
 HO0233
 HO0233.No superseded survey control is available for this station.
 HO0233
 HO0233_MARKER: DD = SURVEY DISK
 HO0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0233_STAMPING: H 19 1928
 HO0233_MARK LOGO: USGS
 HO0233_PROJECTION: PROJECTING 10 CENTIMETERS
 HO0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0233+STABILITY: SURFACE MOTION
 HO0233
 HO0233  HISTORY     - Date     Condition        Report By
 HO0233  HISTORY     - 1928     MONUMENTED       USGS
 HO0233  HISTORY     - 1982     GOOD             NGS
 HO0233
 HO0233                          STATION DESCRIPTION
 HO0233
 HO0233'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 HO0233'IN ROCKVILLE.
 HO0233'AT ROCKVILLE, WASHINGTON COUNTY, ON STATE HIGHWAY 15, 36 FEET WEST OF
 HO0233'THE JUNCTION OF STATE HIGHWAY 16, 72 FEET SOUTH OF THE CENTER LINE OF
 HO0233'THE HIGHWAY, 20 FEET SOUTH OF A FENCE CORNER, AND 2 FEET WEST OF A
 HO0233'FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 19
 HO0233'1928 AND SET IN THE TOP OF A CONCRETE POST.
 HO0233
 HO0233                          STATION RECOVERY (1982)
 HO0233
 HO0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0233'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN ROCKVILLE,
 HO0233'IN THE SOUTHWEST CORNER OF THE T-JUNCTION OF THE ONLY ROAD LEADING
 HO0233'SOUTH, 0.2 KM (0.1 MI) WEST OF MILEPOST 28, 0.35 KM (0.2 MI) EAST OF
 HO0233'THE CHURCH OF LATTER DAY SAINTS, 21.0 METERS (69 FT) SOUTH OF THE
 HO0233'HIGHWAY CENTERLINE, 16.3 METERS (53.5 FT) EAST OF THE NORTHEAST CORNER
 HO0233'OF A SMALL FRAME HOUSE, 6.1 METERS (20.5 FT) WEST OF THE CENTER OF THE
 HO0233'ROAD, 0.5 METER (1.5 FT) WEST OF A HOG WIRE FENCE.
 HO0233'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0132 ***********************************************************************
 HO0132  DESIGNATION -  H 2
 HO0132  PID         -  HO0132
 HO0132  STATE/COUNTY-  UT/KANE
 HO0132  COUNTRY     -  US
 HO0132  USGS QUAD   -  MOUNT CARMEL (2017)
 HO0132
 HO0132                         *CURRENT SURVEY CONTROL
 HO0132  ______________________________________________________________________
 HO0132* NAD 83(1986) POSITION- 37 11 17.     (N) 112 39 23.     (W)   SCALED
 HO0132* NAVD 88 ORTHO HEIGHT -  1796.189 (meters)     5893.00  (feet) ADJUSTED
 HO0132  ______________________________________________________________________
 HO0132  GEOID HEIGHT    -        -21.845 (meters)                     GEOID18
 HO0132  DYNAMIC HEIGHT  -       1794.084 (meters)     5886.09  (feet) COMP
 HO0132  MODELED GRAVITY -    979,394.1   (mgal)                       NAVD 88
 HO0132
 HO0132  VERT ORDER      -  FIRST     CLASS II
 HO0132
 HO0132.The horizontal coordinates were scaled from a map and have
 HO0132.an estimated accuracy of +/- 6 seconds.
 HO0132
 HO0132.The orthometric height was determined by differential leveling and
 HO0132.adjusted by the NATIONAL GEODETIC SURVEY
 HO0132.in April 2014.
 HO0132
 HO0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0132.GEOID18 height accuracy estimate available here.
 HO0132
 HO0132.Click photographs - Photos may exist for this station.
 HO0132
 HO0132.The dynamic height is computed by dividing the NAVD 88
 HO0132.geopotential number by the normal gravity value computed on the
 HO0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0132.degrees latitude (g = 980.6199 gals.).
 HO0132
 HO0132.The modeled gravity was interpolated from observed gravity values.
 HO0132
 HO0132;                    North         East    Units  Estimated Accuracy
 HO0132;SPC UT S     - 3,058,500.      397,320.      MT  (+/- 180 meters Scaled)
 HO0132
 HO0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG529170(NAD 83)
 HO0132
 HO0132                          SUPERSEDED SURVEY CONTROL
 HO0132
 HO0132  NAVD 88 (??/??/92) 1796.215  (m)         5893.08   (f) SUPERSEDED  3 0
 HO0132  NGVD 29 (??/??/92) 1795.204  (m)         5889.77   (f) ADJ UNCH    1 2
 HO0132
 HO0132.Superseded values are not recommended for survey control.
 HO0132
 HO0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0132.See file dsdata.pdf to determine how the superseded data were derived.
 HO0132
 HO0132_MARKER: DB = BENCH MARK DISK
 HO0132_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HO0132_SP_SET: CULVERT HEADWALL
 HO0132_STAMPING: H 2 5890 1934
 HO0132_MARK LOGO: USGS
 HO0132_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HO0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0132+STABILITY: SURFACE MOTION
 HO0132
 HO0132  HISTORY     - Date     Condition        Report By
 HO0132  HISTORY     - 19340130 MONUMENTED       USGS
 HO0132  HISTORY     - 1983     MARK NOT FOUND   NGS
 HO0132
 HO0132                          STATION DESCRIPTION
 HO0132
 HO0132'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (EEH)
 HO0132'13.6 MI NW FROM KANAB.
 HO0132'13.6 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM KANAB, KANE COUNTY, AT
 HO0132'A 2-FOOT CAST IRON PIPE CULVERT, IN THE CENTER OF THE TOP OF THE NORTH
 HO0132'CONCRETE HEADWALL, 18 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 HO0132'5 FEET LOWER THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 HO0132'STANDARD DISK, STAMPED H 2 1934 5890.
 HO0132
 HO0132                          STATION RECOVERY (1983)
 HO0132
 HO0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0132'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0153 ***********************************************************************
 HO0153  DESIGNATION -  H 2
 HO0153  PID         -  HO0153
 HO0153  STATE/COUNTY-  UT/WASHINGTON
 HO0153  COUNTRY     -  US
 HO0153  USGS QUAD   -  SPRINGDALE EAST (2017)
 HO0153
 HO0153                         *CURRENT SURVEY CONTROL
 HO0153  ______________________________________________________________________
 HO0153* NAD 83(1986) POSITION- 37 12 37.     (N) 112 57 24.     (W)   SCALED
 HO0153* NAVD 88 ORTHO HEIGHT -  1485.748 (meters)     4874.49  (feet) ADJUSTED
 HO0153  ______________________________________________________________________
 HO0153  GEOID HEIGHT    -        -22.340 (meters)                     GEOID18
 HO0153  DYNAMIC HEIGHT  -       1484.082 (meters)     4869.03  (feet) COMP
 HO0153  MODELED GRAVITY -    979,457.3   (mgal)                       NAVD 88
 HO0153
 HO0153  VERT ORDER      -  FIRST     CLASS II
 HO0153
 HO0153.The horizontal coordinates were scaled from a map and have
 HO0153.an estimated accuracy of +/- 6 seconds.
 HO0153
 HO0153.The orthometric height was determined by differential leveling and
 HO0153.adjusted by the NATIONAL GEODETIC SURVEY
 HO0153.in June 1991.
 HO0153
 HO0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0153.GEOID18 height accuracy estimate available here.
 HO0153
 HO0153.Click photographs - Photos may exist for this station.
 HO0153
 HO0153.The dynamic height is computed by dividing the NAVD 88
 HO0153.geopotential number by the normal gravity value computed on the
 HO0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0153.degrees latitude (g = 980.6199 gals.).
 HO0153
 HO0153.The modeled gravity was interpolated from observed gravity values.
 HO0153
 HO0153;                    North         East    Units  Estimated Accuracy
 HO0153;SPC UT S     - 3,061,340.      370,700.      MT  (+/- 180 meters Scaled)
 HO0153
 HO0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG263199(NAD 83)
 HO0153
 HO0153                          SUPERSEDED SURVEY CONTROL
 HO0153
 HO0153  NGVD 29 (??/??/92) 1484.789  (m)         4871.35   (f) ADJ UNCH    1 2
 HO0153
 HO0153.Superseded values are not recommended for survey control.
 HO0153
 HO0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0153.See file dsdata.pdf to determine how the superseded data were derived.
 HO0153
 HO0153_MARKER: DB = BENCH MARK DISK
 HO0153_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HO0153_SP_SET: SIDEWALK
 HO0153_STAMPING: H 2 1931
 HO0153_MARK LOGO: USGS
 HO0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0153
 HO0153  HISTORY     - Date     Condition        Report By
 HO0153  HISTORY     - 1931     MONUMENTED       USGS
 HO0153  HISTORY     - 1982     GOOD             NGS
 HO0153
 HO0153                          STATION DESCRIPTION
 HO0153
 HO0153'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HO0153'9.4 MI NE FROM ROCKVILLE.
 HO0153'9.4 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM ROCKVILLE, WASHINGTON
 HO0153'COUNTY, AT THE ZION HIGHWAY TUNNEL, AT WINDOW 5 FROM THE EAST PORTAL,
 HO0153'AND IN THE CENTER OF THE TOP OF THE CONCRETE SIDEWALK.  A UNITED
 HO0153'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 2 1931.
 HO0153
 HO0153                          STATION RECOVERY (1982)
 HO0153
 HO0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0153'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.0 KM
 HO0153'(6.25 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF LATTER DAY
 HO0153'SAINTS IN SPRINGDALE, IN THE TOP CENTER OF THE SIDEWALK IN THE FIRST
 HO0153'TUNNEL WINDOW EAST OF THE WEST ENTRANCE, 7.3 METERS (24 FT) NORTHEAST
 HO0153'OF THE HIGHWAY CENTERLINE.
 HO0153'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0214 ***********************************************************************
 HO0214  DESIGNATION -  H 2
 HO0214  PID         -  HO0214
 HO0214  STATE/COUNTY-  UT/IRON
 HO0214  COUNTRY     -  US
 HO0214  USGS QUAD   -  KANARRAVILLE (2017)
 HO0214
 HO0214                         *CURRENT SURVEY CONTROL
 HO0214  ______________________________________________________________________
 HO0214* NAD 83(1986) POSITION- 37 32 48.90   (N) 113 10 42.30   (W)   HD_HELD1
 HO0214* NAVD 88 ORTHO HEIGHT -  1690.349 (meters)     5545.75  (feet) ADJUSTED
 HO0214  ______________________________________________________________________
 HO0214  GEOID HEIGHT    -        -21.822 (meters)                     GEOID18
 HO0214  DYNAMIC HEIGHT  -       1688.406 (meters)     5539.38  (feet) COMP
 HO0214  MODELED GRAVITY -    979,421.0   (mgal)                       NAVD 88
 HO0214  OBS GRAVITY     -    979,424.0   (mgal)                       GRAV_OBS
 HO0214
 HO0214  VERT ORDER      -  FIRST     CLASS II
 HO0214
 HO0214.The horizontal coordinates were determined by differentially corrected
 HO0214.hand held GPS observations or other comparable positioning techniques
 HO0214.and have an estimated accuracy of +/- 3 meters.
 HO0214
 HO0214.The orthometric height was determined by differential leveling and
 HO0214.adjusted by the NATIONAL GEODETIC SURVEY
 HO0214.in June 1991.
 HO0214
 HO0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0214.GEOID18 height accuracy estimate available here.
 HO0214
 HO0214.Click photographs - Photos may exist for this station.
 HO0214
 HO0214.The dynamic height is computed by dividing the NAVD 88
 HO0214.geopotential number by the normal gravity value computed on the
 HO0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0214.degrees latitude (g = 980.6199 gals.).
 HO0214
 HO0214.The modeled gravity was interpolated from observed gravity values.
 HO0214
 HO0214.The observed gravity was obtained from relative gravimeter ties
 HO0214.to the IGSN71 gravity network.
 HO0214
 HO0214;                    North         East    Units  Estimated Accuracy
 HO0214;SPC UT S     - 3,099,023.8     351,692.1     MT  (+/- 3 meters HH1 GPS) 
 HO0214
 HO0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG0755857776(NAD 83)
 HO0214
 HO0214                          SUPERSEDED SURVEY CONTROL
 HO0214
 HO0214.No superseded survey control is available for this station.
 HO0214
 HO0214_MARKER: DD = SURVEY DISK
 HO0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0214_STAMPING: 5542 H 2 1928
 HO0214_MARK LOGO: USGS
 HO0214_PROJECTION: PROJECTING 10 CENTIMETERS
 HO0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0214+STABILITY: SURFACE MOTION
 HO0214
 HO0214  HISTORY     - Date     Condition        Report By
 HO0214  HISTORY     - 1928     MONUMENTED       USGS
 HO0214  HISTORY     - 1984     GOOD             NGS
 HO0214  HISTORY     - 20170529 GOOD             USPSQD
 HO0214
 HO0214                          STATION DESCRIPTION
 HO0214
 HO0214'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 HO0214'0.8 MI N FROM KANARRAVILLE.
 HO0214'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 91 FROM KANARRAVILLE, IRON
 HO0214'COUNTY, 51 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET SOUTH
 HO0214'OF A GATEPOST AT A T-ANGLE IN A FENCE, AND 1 FOOT EAST OF THE FENCE
 HO0214'LINE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 2
 HO0214'1928 AND SET IN THE TOP OF A CONCRETE POST.
 HO0214
 HO0214                          STATION RECOVERY (1984)
 HO0214
 HO0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HO0214'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.  1.18 KM
 HO0214'(0.73 MI) NORTH ALONG US HIGHWAY 91 FROM THE CHURCH OF LATTER
 HO0214'DAY SAINTS AT KANARRAVILLE, IN THE SOUTHWEST CORNER OF THE Y JUNCTION
 HO0214'OF A TRACK ROAD LEADING WEST-SOUTHWEST, AT A FENCE Y JUNCTION,
 HO0214'15.2 METERS (50 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 3.2 METERS
 HO0214'(10.5 FT) SOUTHWEST OF THE SOUTHWEST GATE POST FOR A STEEL PIPE GATE
 HO0214'AND 0.5 METER (1.5 FT) SOUTHEAST OF A FENCE.
 HO0214'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 HO0214'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 HO0214
 HO0214                          STATION RECOVERY (2017)
 HO0214
 HO0214'RECOVERY NOTE BY US POWER SQUADRON 2017 (GDS)
 HO0214'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0009 ***********************************************************************
 LP0009  DESIGNATION -  H 2
 LP0009  PID         -  LP0009
 LP0009  STATE/COUNTY-  UT/SALT LAKE
 LP0009  COUNTRY     -  US
 LP0009  USGS QUAD   -  FARNSWORTH PEAK (2017)
 LP0009
 LP0009                         *CURRENT SURVEY CONTROL
 LP0009  ______________________________________________________________________
 LP0009* NAD 83(1986) POSITION- 40 43 27.     (N) 112 13 13.     (W)   SCALED
 LP0009* NAVD 88 ORTHO HEIGHT -  1291.700 (meters)     4237.85  (feet) POSTED
 LP0009  ______________________________________________________________________
 LP0009  GEOID HEIGHT    -        -17.288 (meters)                     GEOID18
 LP0009  DYNAMIC HEIGHT  -       1290.71  (meters)     4234.6   (feet) COMP
 LP0009  MODELED GRAVITY -    979,813.6   (mgal)                       NAVD 88
 LP0009
 LP0009  VERT ORDER      -  * POSTED, SEE BELOW
 LP0009
 LP0009.The horizontal coordinates were scaled from a map and have
 LP0009.an estimated accuracy of +/- 6 seconds.
 LP0009
 LP0009.The orthometric height was determined by differential leveling
 LP0009.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LP0009
 LP0009.* This is a POSTED BENCH MARK height.
 LP0009
 LP0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0009.GEOID18 height accuracy estimate available here.
 LP0009
 LP0009.Click photographs - Photos may exist for this station.
 LP0009
 LP0009.The dynamic height is computed by dividing the NAVD 88
 LP0009.geopotential number by the normal gravity value computed on the
 LP0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0009.degrees latitude (g = 980.6199 gals.).
 LP0009
 LP0009.The modeled gravity was interpolated from observed gravity values.
 LP0009
 LP0009;                    North         East    Units  Estimated Accuracy
 LP0009;SPC UT C     - 2,265,690.      439,150.      MT  (+/- 180 meters Scaled)
 LP0009
 LP0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL969088(NAD 83)
 LP0009
 LP0009                          SUPERSEDED SURVEY CONTROL
 LP0009
 LP0009  NGVD 29 (??/??/92) 1290.712  (m)         4234.61   (f) ADJ UNCH    1 2
 LP0009
 LP0009.Superseded values are not recommended for survey control.
 LP0009
 LP0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0009.See file dsdata.pdf to determine how the superseded data were derived.
 LP0009
 LP0009_MARKER: B = BOLT
 LP0009_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LP0009_SP_SET: UNSPEC. ROCK
 LP0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0009
 LP0009  HISTORY     - Date     Condition        Report By
 LP0009  HISTORY     - 1908     MONUMENTED       CGS
 LP0009  HISTORY     - 1934     GOOD             CGS
 LP0009  HISTORY     - 1951     MARK NOT FOUND   USGS
 LP0009
 LP0009                          STATION DESCRIPTION
 LP0009
 LP0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0009'3 MI W FROM GARFIELD.
 LP0009'ABOUT 3 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM GARFIELD,
 LP0009'SALT LAKE COUNTY, ABOUT 1 MILE WEST OF THE GARFIELD SMELTER, JUST WEST
 LP0009'OF A LONG FILL, ABOUT 985 FEET FROM A LARGE PROMINENT BLUFF ON THE
 LP0009'SHORE OF GREAT SALT LAKE MARKING THE LINE BETWEEN SALT LAKE AND TOOELE
 LP0009'COUNTIES, ABOUT 125 YARDS WEST OF CULVERT 765.39, ABOUT 74 FEET FROM
 LP0009'THE CENTER LINE OF THE TRACK, ABOUT 25 FEET OUTSIDE THE RIGHT-OF-WAY,
 LP0009'ON THE WEST SLOPE OF A SMALL KNOLL LYING SOUTH OF THE TRACK, ABOUT
 LP0009'5-1/2 FEET LOWER AND 52 FEET FROM THE TOP OF THE KNOLL, AND ABOUT 3
 LP0009'FEET HIGHER THAN THE GRADE.  A COPPER BOLT LEADED VERTICALLY INTO THE
 LP0009'SLOPING SURFACE OF THE ROCK.
 LP0009
 LP0009                          STATION RECOVERY (1951)
 LP0009
 LP0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 LP0009'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0231 ***********************************************************************
 JM0231  DESIGNATION -  H 20
 JM0231  PID         -  JM0231
 JM0231  STATE/COUNTY-  UT/SAN JUAN
 JM0231  COUNTRY     -  US
 JM0231  USGS QUAD   -  KANE SPRINGS (2017)
 JM0231
 JM0231                         *CURRENT SURVEY CONTROL
 JM0231  ______________________________________________________________________
 JM0231* NAD 83(1986) POSITION- 38 22 46.61   (N) 109 26 42.66   (W)   HD_HELD1
 JM0231* NAVD 88 ORTHO HEIGHT -  1579.209 (meters)     5181.12  (feet) ADJUSTED
 JM0231  ______________________________________________________________________
 JM0231  GEOID HEIGHT    -        -19.261 (meters)                     GEOID18
 JM0231  DYNAMIC HEIGHT  -       1577.526 (meters)     5175.60  (feet) COMP
 JM0231  MODELED GRAVITY -    979,507.6   (mgal)                       NAVD 88
 JM0231
 JM0231  VERT ORDER      -  FIRST     CLASS II
 JM0231
 JM0231.The horizontal coordinates were determined by differentially corrected
 JM0231.hand held GPS observations or other comparable positioning techniques
 JM0231.and have an estimated accuracy of +/- 3 meters.
 JM0231
 JM0231.The orthometric height was determined by differential leveling and
 JM0231.adjusted by the NATIONAL GEODETIC SURVEY
 JM0231.in June 1991.
 JM0231
 JM0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0231.GEOID18 height accuracy estimate available here.
 JM0231
 JM0231.Click photographs - Photos may exist for this station.
 JM0231
 JM0231.The dynamic height is computed by dividing the NAVD 88
 JM0231.geopotential number by the normal gravity value computed on the
 JM0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0231.degrees latitude (g = 980.6199 gals.).
 JM0231
 JM0231.The modeled gravity was interpolated from observed gravity values.
 JM0231
 JM0231;                    North         East    Units  Estimated Accuracy
 JM0231;SPC UT S     - 3,192,088.0     679,531.8     MT  (+/- 3 meters HH1 GPS) 
 JM0231
 JM0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH3580549079(NAD 83)
 JM0231
 JM0231                          SUPERSEDED SURVEY CONTROL
 JM0231
 JM0231  NGVD 29 (??/??/92) 1578.195  (m)         5177.79   (f) ADJ UNCH    1 2
 JM0231
 JM0231.Superseded values are not recommended for survey control.
 JM0231
 JM0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0231.See file dsdata.pdf to determine how the superseded data were derived.
 JM0231
 JM0231_MARKER: DB = BENCH MARK DISK
 JM0231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JM0231_SP_SET: BRIDGE
 JM0231_STAMPING: 5177.795 H 20 1933
 JM0231_MARK LOGO: CGS
 JM0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JM0231
 JM0231  HISTORY     - Date     Condition        Report By
 JM0231  HISTORY     - 1933     MONUMENTED       CGS
 JM0231  HISTORY     - 1954     GOOD             CGS
 JM0231  HISTORY     - 1982     GOOD             USGS
 JM0231  HISTORY     - 20091218 GOOD             GEOCAC
 JM0231
 JM0231                          STATION DESCRIPTION
 JM0231
 JM0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JM0231'17.3 MI SE FROM MOAB.
 JM0231'IN SAN JUAN COUNTY, 17.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 160 FROM
 JM0231'THE COURTHOUSE AT MOAB, GRAND COUNTY, 9 MILES SOUTHEAST OF THE GRAND
 JM0231'SAN JUAN COUNTY LINE, 1.6 MILES SOUTHEAST OF CAVE SPRINGS BRIDGE, AT A
 JM0231'60-FOOT CONCRETE BRIDGE, AND IN THE TOP OF THE NORTH END OF THE EAST
 JM0231'HUB GUARD.  A STANDARD DISK, STAMPED 5177.795 H 20 1933.  NOTE--
 JM0231'HIGHWAY 450 HAS BEEN REPLACED BY U.S. HIGHWAY 160.  OLD HIGHWAY CAN BE
 JM0231'REACHED BY TURNING EAST AT A POINT 2.0 MILES SOUTHEAST ALONG U.S.
 JM0231'HIGHWAY 160 FROM THE COURTHOUSE AT MOAB, GRAND COUNTY.
 JM0231
 JM0231                          STATION RECOVERY (1982)
 JM0231
 JM0231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0231'MOAB, UTAH. 16.1 MILES SOUTHEAST ALONG U.S. HWY 191 FROM MAIN AND
 JM0231'CENTER STREETS IN MOAB, UTAH. 0.85 MILES EAST ALONG DIRT ROAD (OLD
 JM0231'HWY.) AT A 60 FOOT CONCRETE BRIDGE, AND IN THE TOP OF THE NORTH END
 JM0231'OF THE EAST HUB GUARD.
 JM0231
 JM0231                          STATION RECOVERY (2009)
 JM0231
 JM0231'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0231'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0234 ***********************************************************************
 HO0234  DESIGNATION -  H 20
 HO0234  PID         -  HO0234
 HO0234  STATE/COUNTY-  UT/WASHINGTON
 HO0234  COUNTRY     -  US
 HO0234  USGS QUAD   -  SPRINGDALE WEST (2017)
 HO0234
 HO0234                         *CURRENT SURVEY CONTROL
 HO0234  ______________________________________________________________________
 HO0234* NAD 83(1986) POSITION- 37 09 41.     (N) 113 02 08.     (W)   SCALED
 HO0234* NAVD 88 ORTHO HEIGHT -  1147.043 (meters)     3763.26  (feet) ADJUSTED
 HO0234  ______________________________________________________________________
 HO0234  GEOID HEIGHT    -        -22.751 (meters)                     GEOID18
 HO0234  DYNAMIC HEIGHT  -       1145.807 (meters)     3759.20  (feet) COMP
 HO0234  MODELED GRAVITY -    979,514.5   (mgal)                       NAVD 88
 HO0234
 HO0234  VERT ORDER      -  FIRST     CLASS II
 HO0234
 HO0234.The horizontal coordinates were scaled from a map and have
 HO0234.an estimated accuracy of +/- 6 seconds.
 HO0234
 HO0234.The orthometric height was determined by differential leveling and
 HO0234.adjusted by the NATIONAL GEODETIC SURVEY
 HO0234.in June 1991.
 HO0234
 HO0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0234.GEOID18 height accuracy estimate available here.
 HO0234
 HO0234.Click photographs - Photos may exist for this station.
 HO0234
 HO0234.The dynamic height is computed by dividing the NAVD 88
 HO0234.geopotential number by the normal gravity value computed on the
 HO0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0234.degrees latitude (g = 980.6199 gals.).
 HO0234
 HO0234.The modeled gravity was interpolated from observed gravity values.
 HO0234
 HO0234;                    North         East    Units  Estimated Accuracy
 HO0234;SPC UT S     - 3,056,030.      363,610.      MT  (+/- 180 meters Scaled)
 HO0234
 HO0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG192147(NAD 83)
 HO0234
 HO0234                          SUPERSEDED SURVEY CONTROL
 HO0234
 HO0234.No superseded survey control is available for this station.
 HO0234
 HO0234_MARKER: DD = SURVEY DISK
 HO0234_SETTING: 66 = SET IN ROCK OUTCROP
 HO0234_STAMPING: H 20 1928
 HO0234_MARK LOGO: USGS
 HO0234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0234+STABILITY: POSITION/ELEVATION WELL
 HO0234
 HO0234  HISTORY     - Date     Condition        Report By
 HO0234  HISTORY     - 1928     MONUMENTED       USGS
 HO0234  HISTORY     - 1982     GOOD             NGS
 HO0234
 HO0234                          STATION DESCRIPTION
 HO0234
 HO0234'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 HO0234'IN ROCKVILLE.
 HO0234'AT ROCKVILLE, WASHINGTON COUNTY, ON STATE HIGHWAY 15, AT THE EAST END
 HO0234'OF THE TOWN, ON THE EAST SIDE OF THE TERRY CAMP, 5 FEET EAST OF THE
 HO0234'SOUTHEAST CORNER OF A CABIN, ON THE WEST SLOPE OF A HILL, 79 FEET
 HO0234'NORTH OF THE CENTER LINE OF THE HIGHWAY, 18 FEET NORTH OF A FENCE, AND
 HO0234'IN A SANDSTONE LEDGE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HO0234'DISK, STAMPED H 20 1928.
 HO0234
 HO0234                          STATION RECOVERY (1982)
 HO0234
 HO0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0234'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.5 KM
 HO0234'(0.3 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF LATTER DAY
 HO0234'SAINTS IN ROCKVILLE, IN TOP OF THE NORTH END OF A 3- BY 25-FOOT RED
 HO0234'SANDSTONE OUTCROP, 0.1 KM (0.05 MI) EAST OF MILEPOST 28, 24.1 METERS
 HO0234'(79 FT) NORTH OF THE HIGHWAY CENTERLINE, 12.2 METERS (40 FT) NORTHEAST
 HO0234'OF THE SECOND POWER POLE WEST OF A POWER LINE CROSSING THE HIGHWAY,
 HO0234'11.6 METERS (38 FT) NORTH OF THE CENTER OF A TRACK ROAD LEADING EAST
 HO0234'TO THE CITY CEMETERY, 6.7 METERS (22 FT) NORTHEAST OF THE EAST GATE
 HO0234'POST FOR A DOUBLE PIPE GATE, 5.5 METERS (18 FT) NORTH OF THE RIGHT OF
 HO0234'WAY FENCE.
 HO0234'THE MARK IS 5.5 METERS  N FROM A WITNESS POST.
 HO0234'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0161 ***********************************************************************
 HO0161  DESIGNATION -  H 21
 HO0161  PID         -  HO0161
 HO0161  STATE/COUNTY-  UT/WASHINGTON
 HO0161  COUNTRY     -  US
 HO0161  USGS QUAD   -  SPRINGDALE WEST (2017)
 HO0161
 HO0161                         *CURRENT SURVEY CONTROL
 HO0161  ______________________________________________________________________
 HO0161* NAD 83(1986) POSITION- 37 11 18.     (N) 113 00 03.     (W)   SCALED
 HO0161* NAVD 88 ORTHO HEIGHT -  1193.464 (meters)     3915.56  (feet) POSTED
 HO0161  ______________________________________________________________________
 HO0161  GEOID HEIGHT    -        -22.576 (meters)                     GEOID18
 HO0161  DYNAMIC HEIGHT  -       1192.17  (meters)     3911.3   (feet) COMP
 HO0161  MODELED GRAVITY -    979,504.2   (mgal)                       NAVD 88
 HO0161
 HO0161  VERT ORDER      -  * POSTED, SEE BELOW
 HO0161
 HO0161.The horizontal coordinates were scaled from a map and have
 HO0161.an estimated accuracy of +/- 6 seconds.
 HO0161
 HO0161.The orthometric height was determined by differential leveling
 HO0161.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0161
 HO0161.* This is a POSTED BENCH MARK height.
 HO0161
 HO0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0161.GEOID18 height accuracy estimate available here.
 HO0161
 HO0161.Click photographs - Photos may exist for this station.
 HO0161
 HO0161.The dynamic height is computed by dividing the NAVD 88
 HO0161.geopotential number by the normal gravity value computed on the
 HO0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0161.degrees latitude (g = 980.6199 gals.).
 HO0161
 HO0161.The modeled gravity was interpolated from observed gravity values.
 HO0161
 HO0161;                    North         East    Units  Estimated Accuracy
 HO0161;SPC UT S     - 3,058,970.      366,740.      MT  (+/- 180 meters Scaled)
 HO0161
 HO0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG224176(NAD 83)
 HO0161
 HO0161                          SUPERSEDED SURVEY CONTROL
 HO0161
 HO0161  NGVD 29 (??/??/92) 1192.54   (m)         3912.5    (f) COMPUTED    1 2
 HO0161
 HO0161.Superseded values are not recommended for survey control.
 HO0161
 HO0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0161.See file dsdata.pdf to determine how the superseded data were derived.
 HO0161
 HO0161_MARKER: DB = BENCH MARK DISK
 HO0161_SETTING: 66 = SET IN ROCK OUTCROP
 HO0161_STAMPING: H 21 1928 3912
 HO0161_MARK LOGO: USGS
 HO0161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0161+STABILITY: POSITION/ELEVATION WELL
 HO0161
 HO0161  HISTORY     - Date     Condition        Report By
 HO0161  HISTORY     - 1928     MONUMENTED       USGS
 HO0161  HISTORY     - 1982     MARK NOT FOUND   NGS
 HO0161
 HO0161                          STATION DESCRIPTION
 HO0161
 HO0161'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 HO0161'3.3 MI NE FROM ROCKVILLE.
 HO0161'3.3 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM ROCKVILLE, WASHINGTON
 HO0161'COUNTY, AT THE SOUTHWEST END OF SPRINGDALE, 73 FEET WEST OF THE
 HO0161'SOUTHWEST CORNER OF THE ZION PARK SERVICE STATION, 51 FEET NORTH OF
 HO0161'THE FENCE AT THE CORNER WHERE THE FENCE TURNS PARALLELING THE HIGHWAY,
 HO0161'45 FEET SOUTH OF THE FENCE ON THE SLOPE OF HILL, AND IN THE TOP OF A
 HO0161'RED SANDSTONE OUTCROP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HO0161'DISK, STAMPED H 21 1928 3912.
 HO0161
 HO0161                          STATION RECOVERY (1982)
 HO0161
 HO0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0161'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0030 ***********************************************************************
 HO0030  DESIGNATION -  H 21
 HO0030  PID         -  HO0030
 HO0030  STATE/COUNTY-  UT/KANE
 HO0030  COUNTRY     -  US
 HO0030  USGS QUAD   -  GEORGE MOUNTAIN (2017)
 HO0030
 HO0030                         *CURRENT SURVEY CONTROL
 HO0030  ______________________________________________________________________
 HO0030* NAD 83(1986) POSITION- 37 31 46.     (N) 112 29 14.     (W)   SCALED
 HO0030* NAVD 88 ORTHO HEIGHT -  2187.36  (+/-2cm)     7176.4   (feet) VERTCON3
 HO0030  ______________________________________________________________________
 HO0030  GEOID HEIGHT    -        -20.635 (meters)                     GEOID18
 HO0030  VERT ORDER      -  ? (See Below)
 HO0030
 HO0030.The horizontal coordinates were scaled from a map and have
 HO0030.an estimated accuracy of +/- 6 seconds.
 HO0030
 HO0030.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0030
 HO0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0030.GEOID18 height accuracy estimate available here.
 HO0030
 HO0030.The vertical order pertains to the NGVD 29 superseded value.
 HO0030
 HO0030.Click photographs - Photos may exist for this station.
 HO0030
 HO0030;                    North         East    Units  Estimated Accuracy
 HO0030;SPC UT S     - 3,096,210.      412,740.      MT  (+/- 180 meters Scaled)
 HO0030
 HO0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG685546(NAD 83)
 HO0030
 HO0030                          SUPERSEDED SURVEY CONTROL
 HO0030
 HO0030  NGVD 29 (??/??/92) 2186.022  (m)         7171.97   (f) ADJ UNCH       
 HO0030
 HO0030.Superseded values are not recommended for survey control.
 HO0030
 HO0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0030.See file dsdata.pdf to determine how the superseded data were derived.
 HO0030
 HO0030_MARKER: DB = BENCH MARK DISK
 HO0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0030_STAMPING: H 21 1931
 HO0030_MARK LOGO: USGS
 HO0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0030+STABILITY: SURFACE MOTION
 HO0030
 HO0030  HISTORY     - Date     Condition        Report By
 HO0030  HISTORY     - 1931     MONUMENTED       USGS
 HO0030  HISTORY     - 1934     GOOD             CGS
 HO0030
 HO0030                          STATION DESCRIPTION
 HO0030
 HO0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0030'9.3 MI SW FROM HATCH.
 HO0030'IN KANE COUNTY, ABOUT 9.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM
 HO0030'HATCH, GARFIELD COUNTY, 70 FEET SOUTH OF A BRIDGE, 39 FEET SOUTHEAST
 HO0030'OF THE CENTER LINE OF THE HIGHWAY, AND 3 FEET SOUTHEAST OF A FENCE
 HO0030'LINE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 21
 HO0030'1931 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0168 ***********************************************************************
 HM0168  DESIGNATION -  H 22
 HM0168  PID         -  HM0168
 HM0168  STATE/COUNTY-  UT/SAN JUAN
 HM0168  COUNTRY     -  US
 HM0168  USGS QUAD   -  BLANDING NORTH (2017)
 HM0168
 HM0168                         *CURRENT SURVEY CONTROL
 HM0168  ______________________________________________________________________
 HM0168* NAD 83(1986) POSITION- 37 41 56.     (N) 109 25 40.     (W)   SCALED
 HM0168* NAVD 88 ORTHO HEIGHT -  2017.883 (meters)     6620.34  (feet) ADJUSTED
 HM0168  ______________________________________________________________________
 HM0168  GEOID HEIGHT    -        -19.466 (meters)                     GEOID18
 HM0168  DYNAMIC HEIGHT  -       2015.467 (meters)     6612.41  (feet) COMP
 HM0168  MODELED GRAVITY -    979,360.2   (mgal)                       NAVD 88
 HM0168
 HM0168  VERT ORDER      -  FIRST     CLASS II
 HM0168
 HM0168.The horizontal coordinates were scaled from a map and have
 HM0168.an estimated accuracy of +/- 6 seconds.
 HM0168
 HM0168.The orthometric height was determined by differential leveling and
 HM0168.adjusted by the NATIONAL GEODETIC SURVEY
 HM0168.in June 1991.
 HM0168
 HM0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0168.GEOID18 height accuracy estimate available here.
 HM0168
 HM0168.Click photographs - Photos may exist for this station.
 HM0168
 HM0168.The dynamic height is computed by dividing the NAVD 88
 HM0168.geopotential number by the normal gravity value computed on the
 HM0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0168.degrees latitude (g = 980.6199 gals.).
 HM0168
 HM0168.The modeled gravity was interpolated from observed gravity values.
 HM0168
 HM0168;                    North         East    Units  Estimated Accuracy
 HM0168;SPC UT S     - 3,116,580.      682,730.      MT  (+/- 180 meters Scaled)
 HM0168
 HM0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG386735(NAD 83)
 HM0168
 HM0168                          SUPERSEDED SURVEY CONTROL
 HM0168
 HM0168  NGVD 29 (??/??/92) 2016.757  (m)         6616.64   (f) ADJ UNCH    1 2
 HM0168
 HM0168.Superseded values are not recommended for survey control.
 HM0168
 HM0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0168.See file dsdata.pdf to determine how the superseded data were derived.
 HM0168
 HM0168_MARKER: DB = BENCH MARK DISK
 HM0168_SETTING: 66 = SET IN ROCK OUTCROP
 HM0168_STAMPING: 6616.644 H 22 1933
 HM0168_MARK LOGO: CGS
 HM0168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0168+STABILITY: POSITION/ELEVATION WELL
 HM0168
 HM0168  HISTORY     - Date     Condition        Report By
 HM0168  HISTORY     - 1933     MONUMENTED       CGS
 HM0168  HISTORY     - 1957     MARK NOT FOUND   USGS
 HM0168  HISTORY     - 1979     MARK NOT FOUND   USGS
 HM0168  HISTORY     - 1979     MARK NOT FOUND   USGS
 HM0168  HISTORY     - 20111112 MARK NOT FOUND   GEOCAC
 HM0168
 HM0168                          STATION DESCRIPTION
 HM0168
 HM0168'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 HM0168'6.8 MI N FROM BLANDING.
 HM0168'6.8 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE HIGH SCHOOL AT
 HM0168'BLANDING, SAN JUAN COUNTY, NEAR THE SOUTH END OF A FILL OVER A SMALL
 HM0168'RAVINE, 90 FEET SOUTH OF THE CORNER OF SECTIONS 29, 30, 31, AND 32, T.
 HM0168'35 S R. 23 E., 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, IN THE
 HM0168'TOP OF A ROCKY SANDSTONE OUTCROP, AND 3 FEET LOWER THAN THE HIGHWAY. A
 HM0168'STANDARD DISK, STAMPED 6616.644 H 22 1933.  NOTE-- NEARBY SECTION
 HM0168'CORNER ALSO MISSING.
 HM0168
 HM0168                          STATION RECOVERY (1979)
 HM0168
 HM0168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0168'MARK NOT FOUND.
 HM0168
 HM0168                          STATION RECOVERY (1979)
 HM0168
 HM0168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0168'MARK NOT FOUND.
 HM0168
 HM0168                          STATION RECOVERY (2011)
 HM0168
 HM0168'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 HM0168'US 191 HAS BEEN WIDENED AND FILLED AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0158 ***********************************************************************
 HO0158  DESIGNATION -  H 22
 HO0158  PID         -  HO0158
 HO0158  STATE/COUNTY-  UT/WASHINGTON
 HO0158  COUNTRY     -  US
 HO0158  USGS QUAD   -  SPRINGDALE EAST (2017)
 HO0158
 HO0158                         *CURRENT SURVEY CONTROL
 HO0158  ______________________________________________________________________
 HO0158* NAD 83(1986) POSITION- 37 13 03.53   (N) 112 58 33.22   (W)   HD_HELD1
 HO0158* NAVD 88 ORTHO HEIGHT -  1234.694 (meters)     4050.83  (feet) ADJUSTED
 HO0158  ______________________________________________________________________
 HO0158  GEOID HEIGHT    -        -22.388 (meters)                     GEOID18
 HO0158  DYNAMIC HEIGHT  -       1233.334 (meters)     4046.36  (feet) COMP
 HO0158  MODELED GRAVITY -    979,487.2   (mgal)                       NAVD 88
 HO0158
 HO0158  VERT ORDER      -  FIRST     CLASS II
 HO0158
 HO0158.The horizontal coordinates were determined by differentially corrected
 HO0158.hand held GPS observations or other comparable positioning techniques
 HO0158.and have an estimated accuracy of +/- 3 meters.
 HO0158
 HO0158.The orthometric height was determined by differential leveling and
 HO0158.adjusted by the NATIONAL GEODETIC SURVEY
 HO0158.in June 1991.
 HO0158
 HO0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0158.GEOID18 height accuracy estimate available here.
 HO0158
 HO0158.Click photographs - Photos may exist for this station.
 HO0158
 HO0158.The dynamic height is computed by dividing the NAVD 88
 HO0158.geopotential number by the normal gravity value computed on the
 HO0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0158.degrees latitude (g = 980.6199 gals.).
 HO0158
 HO0158.The modeled gravity was interpolated from observed gravity values.
 HO0158
 HO0158;                    North         East    Units  Estimated Accuracy
 HO0158;SPC UT S     - 3,062,183.4     369,009.0     MT  (+/- 3 meters HH1 GPS) 
 HO0158
 HO0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG2468520845(NAD 83)
 HO0158
 HO0158                          SUPERSEDED SURVEY CONTROL
 HO0158
 HO0158.No superseded survey control is available for this station.
 HO0158
 HO0158_MARKER: DD = SURVEY DISK
 HO0158_SETTING: 80 = SET IN A BOULDER
 HO0158_STAMPING: H 22 1928 4048
 HO0158_MARK LOGO: USGS
 HO0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0158+STABILITY: SURFACE MOTION
 HO0158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0158+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2012
 HO0158
 HO0158  HISTORY     - Date     Condition        Report By
 HO0158  HISTORY     - 1928     MONUMENTED       USGS
 HO0158  HISTORY     - 1982     GOOD             NGS
 HO0158  HISTORY     - 1988     GOOD             USPSQD
 HO0158  HISTORY     - 20050721 GOOD             GEOCAC
 HO0158  HISTORY     - 20061004 GOOD             NGS
 HO0158  HISTORY     - 20101208 GOOD             GEOCAC
 HO0158  HISTORY     - 20120611 GOOD             GEOCAC
 HO0158
 HO0158                          STATION DESCRIPTION
 HO0158
 HO0158'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 HO0158'5.8 MI NE FROM ROCKVILLE.
 HO0158'5.8 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM ROCKVILLE, WASHINGTON
 HO0158'COUNTY, 153 FEET WEST OF THE BRIDGE OVER ZION CREEK, 34 FEET NORTH OF
 HO0158'THE OFFICE BUILDING OF THE SUPERINTENDENT OF THE ZION NATIONAL PARK,
 HO0158'35 FEET WEST OF THE CURB LINE OF THE HIGHWAY, AND IN THE TOP OF A
 HO0158'FLAT-TOPPED BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HO0158'STAMPED H 22 1928 4048.
 HO0158
 HO0158                          STATION RECOVERY (1982)
 HO0158
 HO0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0158'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.35 KM
 HO0158'(3.3 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF LATTER DAY
 HO0158'SAINTS IN SPRINGDALE, IN TOP OF THE NORTHEAST EDGE OF A 3- BY 4-FOOT
 HO0158'SANDSTONE BOULDER PROJECTING 3 FEET ABOVE THE SURFACE OF THE GROUND ON
 HO0158'THE OUTSIDE OF A RIGHT ANGLE CURVE, 1.0 KM (0.6 MI) NORTH OF THE PARK
 HO0158'ADMINISTRATION BUILDING, 19.8 METERS (65 FT) NORTHWEST OF THE HIGHWAY
 HO0158'CENTERLINE, 46.6 METERS (153 FT) WEST OF THE WEST END OF THE BRIDGE
 HO0158'OVER ZION CREEK, 19.3 METERS (63.5 FT) SOUTHWEST OF THE CENTER OF A
 HO0158'DIRT ROAD, 2.3 METERS (7.5 FT) SOUTH OF THE EXTENDED CENTERLINE OF THE
 HO0158'BRIDGE, 1.5 METERS (5 FT) EAST OF A LONE 10-INCH OAK TREE.
 HO0158'THE MARK IS 2.4 M ABOVE THE HIGHWAY.
 HO0158
 HO0158                          STATION RECOVERY (1988)
 HO0158
 HO0158'RECOVERY NOTE BY US POWER SQUADRON 1988 (TM)
 HO0158'RECOVERED IN GOOD CONDITION.
 HO0158
 HO0158                          STATION RECOVERY (2005)
 HO0158
 HO0158'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 HO0158'RECOVERED IN GOOD CONDITION.
 HO0158
 HO0158                          STATION RECOVERY (2006)
 HO0158
 HO0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 HO0158'RECOVERED IN GOOD CONDITION.
 HO0158
 HO0158                          STATION RECOVERY (2010)
 HO0158
 HO0158'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HO0158'RECOVERED IN GOOD CONDITION.
 HO0158
 HO0158                          STATION RECOVERY (2012)
 HO0158
 HO0158'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0158'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0031 ***********************************************************************
 HO0031  DESIGNATION -  H 22
 HO0031  PID         -  HO0031
 HO0031  STATE/COUNTY-  UT/GARFIELD
 HO0031  COUNTRY     -  US
 HO0031  USGS QUAD   -  GEORGE MOUNTAIN (2017)
 HO0031
 HO0031                         *CURRENT SURVEY CONTROL
 HO0031  ______________________________________________________________________
 HO0031* NAD 83(1986) POSITION- 37 33 57.     (N) 112 28 54.     (W)   SCALED
 HO0031* NAVD 88 ORTHO HEIGHT -  2159.30  (+/-2cm)     7084.3   (feet) VERTCON3
 HO0031  ______________________________________________________________________
 HO0031  GEOID HEIGHT    -        -20.574 (meters)                     GEOID18
 HO0031  VERT ORDER      -  ? (See Below)
 HO0031
 HO0031.The horizontal coordinates were scaled from a map and have
 HO0031.an estimated accuracy of +/- 6 seconds.
 HO0031
 HO0031.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0031
 HO0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0031.GEOID18 height accuracy estimate available here.
 HO0031
 HO0031.The vertical order pertains to the NGVD 29 superseded value.
 HO0031
 HO0031.Click photographs - Photos may exist for this station.
 HO0031
 HO0031;                    North         East    Units  Estimated Accuracy
 HO0031;SPC UT S     - 3,100,250.      413,280.      MT  (+/- 180 meters Scaled)
 HO0031
 HO0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG691586(NAD 83)
 HO0031
 HO0031                          SUPERSEDED SURVEY CONTROL
 HO0031
 HO0031  NGVD 29 (??/??/92) 2157.970  (m)         7079.94   (f) ADJ UNCH       
 HO0031
 HO0031.Superseded values are not recommended for survey control.
 HO0031
 HO0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0031.See file dsdata.pdf to determine how the superseded data were derived.
 HO0031
 HO0031_MARKER: DB = BENCH MARK DISK
 HO0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0031_STAMPING: H 22 1931
 HO0031_MARK LOGO: USGS
 HO0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0031+STABILITY: SURFACE MOTION
 HO0031
 HO0031  HISTORY     - Date     Condition        Report By
 HO0031  HISTORY     - 1931     MONUMENTED       USGS
 HO0031  HISTORY     - 1934     GOOD             CGS
 HO0031  HISTORY     - 20101208 MARK NOT FOUND   GEOCAC
 HO0031  HISTORY     - 20120612 MARK NOT FOUND   GEOCAC
 HO0031
 HO0031                          STATION DESCRIPTION
 HO0031
 HO0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0031'6.8 MI SW FROM HATCH.
 HO0031'6.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM HATCH, GARFIELD COUNTY,
 HO0031'AT THE NORTHEAST CORNER OF THE LITTLE RANCH, 24 FEET WEST OF THE
 HO0031'CENTER LINE OF THE HIGHWAY, AND 2 FEET EAST OF A CORNER FENCE POST. A
 HO0031'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 22 1931 AND
 HO0031'SET IN THE TOP OF A CONCRETE POST.
 HO0031
 HO0031                          STATION RECOVERY (2010)
 HO0031
 HO0031'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HO0031'ROAD AS BEEN WIDENED.
 HO0031
 HO0031                          STATION RECOVERY (2012)
 HO0031
 HO0031'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0031'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 HO0031'MARK. THE ROADWAY HAS BEEN WIDENED AND THE DISTANCE FALLS IN THE
 HO0031'GRADED SHOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0235 ***********************************************************************
 HM0235  DESIGNATION -  H 23
 HM0235  PID         -  HM0235
 HM0235  STATE/COUNTY-  UT/SAN JUAN
 HM0235  COUNTRY     -  US
 HM0235  USGS QUAD   -  BLUFF (2017)
 HM0235
 HM0235                         *CURRENT SURVEY CONTROL
 HM0235  ______________________________________________________________________
 HM0235* NAD 83(1986) POSITION- 37 21 12.     (N) 109 31 07.     (W)   SCALED
 HM0235* NAVD 88 ORTHO HEIGHT -  1481.721 (meters)     4861.28  (feet) ADJUSTED
 HM0235  ______________________________________________________________________
 HM0235  GEOID HEIGHT    -        -20.779 (meters)                     GEOID18
 HM0235  DYNAMIC HEIGHT  -       1480.051 (meters)     4855.80  (feet) COMP
 HM0235  MODELED GRAVITY -    979,451.9   (mgal)                       NAVD 88
 HM0235
 HM0235  VERT ORDER      -  FIRST     CLASS II
 HM0235
 HM0235.The horizontal coordinates were scaled from a map and have
 HM0235.an estimated accuracy of +/- 6 seconds.
 HM0235
 HM0235.The orthometric height was determined by differential leveling and
 HM0235.adjusted by the NATIONAL GEODETIC SURVEY
 HM0235.in June 1991.
 HM0235
 HM0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0235.GEOID18 height accuracy estimate available here.
 HM0235
 HM0235.Click photographs - Photos may exist for this station.
 HM0235
 HM0235.The dynamic height is computed by dividing the NAVD 88
 HM0235.geopotential number by the normal gravity value computed on the
 HM0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0235.degrees latitude (g = 980.6199 gals.).
 HM0235
 HM0235.The modeled gravity was interpolated from observed gravity values.
 HM0235
 HM0235;                    North         East    Units  Estimated Accuracy
 HM0235;SPC UT S     - 3,078,070.      675,530.      MT  (+/- 180 meters Scaled)
 HM0235
 HM0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG311350(NAD 83)
 HM0235
 HM0235                          SUPERSEDED SURVEY CONTROL
 HM0235
 HM0235  NGVD 29 (??/??/92) 1480.756  (m)         4858.11   (f) ADJ UNCH    1 2
 HM0235
 HM0235.Superseded values are not recommended for survey control.
 HM0235
 HM0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0235.See file dsdata.pdf to determine how the superseded data were derived.
 HM0235
 HM0235_MARKER: DD = SURVEY DISK
 HM0235_SETTING: 66 = SET IN ROCK OUTCROP
 HM0235_STAMPING: 4858.114 H 23 1933
 HM0235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0235+STABILITY: POSITION/ELEVATION WELL
 HM0235
 HM0235  HISTORY     - Date     Condition        Report By
 HM0235  HISTORY     - 1933     MONUMENTED       CGS
 HM0235  HISTORY     - 1962     GOOD             USGS
 HM0235  HISTORY     - 1983     MARK NOT FOUND   NGS
 HM0235
 HM0235                          STATION DESCRIPTION
 HM0235
 HM0235'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HM0235'5.5 MI N FROM BLUFF.
 HM0235'5.5 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT BLUFF,
 HM0235'SAN JUAN COUNTY, 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND A
 HM0235'SMALL WOODEN CULVERT, 112 FEET WEST OF THE PAVED HIGHWAY, A STANDARD
 HM0235'TABLET CEMENTED IN BEDROCK AT THE BOTTOM OF A WASH DRAINING
 HM0235'NORTHWESTERLY.  A STANDARD DISK, STAMPED 4858.114 H 23 1933.
 HM0235
 HM0235                          STATION RECOVERY (1983)
 HM0235
 HM0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0235'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0032 ***********************************************************************
 HO0032  DESIGNATION -  H 23
 HO0032  PID         -  HO0032
 HO0032  STATE/COUNTY-  UT/GARFIELD
 HO0032  COUNTRY     -  US
 HO0032  USGS QUAD   -  GEORGE MOUNTAIN (2017)
 HO0032
 HO0032                         *CURRENT SURVEY CONTROL
 HO0032  ______________________________________________________________________
 HO0032* NAD 83(1986) POSITION- 37 36 13.6    (N) 112 28 03.8    (W)   HD_HELD2
 HO0032* NAVD 88 ORTHO HEIGHT -  2142.45  (+/-2cm)     7029.0   (feet) VERTCON3
 HO0032  ______________________________________________________________________
 HO0032  GEOID HEIGHT    -        -20.507 (meters)                     GEOID18
 HO0032  VERT ORDER      -  ? (See Below)
 HO0032
 HO0032.The horizontal coordinates were established by autonomous hand held GPS
 HO0032.observations and have an estimated accuracy of +/- 10 meters.
 HO0032
 HO0032.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0032
 HO0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0032.GEOID18 height accuracy estimate available here.
 HO0032
 HO0032.The vertical order pertains to the NGVD 29 superseded value.
 HO0032
 HO0032.Click photographs - Photos may exist for this station.
 HO0032
 HO0032;                    North         East    Units  Estimated Accuracy
 HO0032;SPC UT S     - 3,104,446.      414,553.      MT  (+/- 10 meters HH2 GPS)
 HO0032
 HO0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG7044462867(NAD 83)
 HO0032
 HO0032                          SUPERSEDED SURVEY CONTROL
 HO0032
 HO0032  NGVD 29 (??/??/92) 2141.115  (m)         7024.64   (f) ADJ UNCH       
 HO0032
 HO0032.Superseded values are not recommended for survey control.
 HO0032
 HO0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0032.See file dsdata.pdf to determine how the superseded data were derived.
 HO0032
 HO0032_MARKER: DB = BENCH MARK DISK
 HO0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0032_STAMPING: H 23 1931
 HO0032_MARK LOGO: USGS
 HO0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0032+STABILITY: SURFACE MOTION
 HO0032
 HO0032  HISTORY     - Date     Condition        Report By
 HO0032  HISTORY     - 1931     MONUMENTED       USGS
 HO0032  HISTORY     - 1934     GOOD             CGS
 HO0032  HISTORY     - 20101208 POOR             GEOCAC
 HO0032
 HO0032                          STATION DESCRIPTION
 HO0032
 HO0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0032'3.9 MI SW FROM HATCH.
 HO0032'3.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM HATCH, GARFIELD COUNTY,
 HO0032'ABOUT 350 FEET NORTHEAST OF A SMALL BRIDGE, 47 FEET EAST OF THE CENTER
 HO0032'LINE OF THE HIGHWAY, AND ON A SMALL KNOLL.  A UNITED STATES GEOLOGICAL
 HO0032'SURVEY STANDARD DISK, STAMPED H 23 1931 AND SET IN THE TOP OF A
 HO0032'CONCRETE POST.
 HO0032
 HO0032                          STATION RECOVERY (2010)
 HO0032
 HO0032'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HO0032'DISK IS MISSING. THE TOP OF THE BASE OF THE POST WAS FOUND UNDER THE
 HO0032'ROW FENCE OF THE OLD HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5554 ***********************************************************************
 DR5554  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5554  DESIGNATION -  H 23
 DR5554  PID         -  DR5554
 DR5554  STATE/COUNTY-  UT/WEBER
 DR5554  COUNTRY     -  US
 DR5554  USGS QUAD   -  OGDEN BAY (2017)
 DR5554
 DR5554                         *CURRENT SURVEY CONTROL
 DR5554  ______________________________________________________________________
 DR5554* NAD 83(2011) POSITION- 41 14 40.82397(N) 112 10 32.45262(W)   ADJUSTED
 DR5554* NAD 83(2011) ELLIP HT-  1269.481 (meters)        (07/08/20)   ADJUSTED
 DR5554* NAD 83(2011) EPOCH   -  2010.00
 DR5554* NAVD 88 ORTHO HEIGHT -  1286.37  (meters)     4220.4   (feet) GPS OBS
 DR5554  ______________________________________________________________________
 DR5554  GEOID HEIGHT    -        -16.867 (meters)                     GEOID18
 DR5554  NAD 83(2011) X  - -1,813,136.454 (meters)                     COMP
 DR5554  NAD 83(2011) Y  - -4,448,351.388 (meters)                     COMP
 DR5554  NAD 83(2011) Z  -  4,183,729.365 (meters)                     COMP
 DR5554  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 DR5554
 DR5554  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5554  Standards:
 DR5554         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5554            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5554  -------------------------------------------------------------------
 DR5554  NETWORK    0.56   1.08           0.25   0.20   0.55     -0.07657992
 DR5554  -------------------------------------------------------------------
 DR5554  Click here for local accuracies and other accuracy information.
 DR5554
 DR5554.The horizontal coordinates were established by GPS observations
 DR5554.and adjusted by the National Geodetic Survey in July 2020.
 DR5554
 DR5554.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5554.been affixed to the stable North American tectonic plate. See 
 DR5554.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5554
 DR5554.The horizontal coordinates are valid at the epoch date displayed above
 DR5554.which is a decimal equivalence of Year/Month/Day.
 DR5554
 DR5554.The orthometric height was determined by GPS observations and a
 DR5554.high-resolution geoid model using precise GPS observation and
 DR5554.processing techniques.
 DR5554
 DR5554.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5554.GEOID18 height accuracy estimate available here.
 DR5554
 DR5554.Click photographs - Photos may exist for this station.
 DR5554
 DR5554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5554
 DR5554.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5554
 DR5554.The ellipsoidal height was determined by GPS observations
 DR5554.and is referenced to NAD 83.
 DR5554
 DR5554. The following values were computed from the NAD 83(2011) position.
 DR5554
 DR5554;                    North         East     Units Scale Factor Converg.
 DR5554;SPC UT N     - 1,101,424.298   443,365.189   MT  0.99995685   -0 26 43.9
 DR5554;SPC UT N     - 3,613,589.55  1,454,607.29   sFT  0.99995685   -0 26 43.9
 DR5554;UTM  12      - 4,566,585.080   401,489.033   MT  0.99971943   -0 46 30.6
 DR5554
 DR5554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5554!SPC UT N     -   0.99980091  x   0.99995685  =   0.99975777
 DR5554!UTM  12      -   0.99980091  x   0.99971943  =   0.99952040
 DR5554
 DR5554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0148966585(NAD 83)
 DR5554
 DR5554                          SUPERSEDED SURVEY CONTROL
 DR5554
 DR5554.No superseded survey control is available for this station.
 DR5554
 DR5554_MARKER: DB = BENCH MARK DISK
 DR5554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5554_STAMPING: H 23 1923
 DR5554_MARK LOGO: USGS
 DR5554_PROJECTION: RECESSED 8 CENTIMETERS
 DR5554_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5554+STABILITY: SURFACE MOTION
 DR5554
 DR5554  HISTORY     - Date     Condition        Report By
 DR5554  HISTORY     - 1923     MONUMENTED       USGS
 DR5554  HISTORY     - 20150930 GOOD             UT-057
 DR5554
 DR5554                          STATION DESCRIPTION
 DR5554
 DR5554'DESCRIBED BY WEBER COUNTY UTAH 2015 (DJM)
 DR5554'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTHWEST OF ROY PARK
 DR5554'ADDITION SUBDIVISION, 8.7 MI (14.0 KM) NORTHWEST OF ROY WEST
 DR5554'SUBDIVISION AND 6.0 MI (9.7 KM) SOUTHWEST OF PLAIN CITY.  OWNERSHIP
 DR5554'MEIBOS, JOHN AND WF BRENDA F MEIBOS, 947 S 7900 W, OGDEN UT, 84404.
 DR5554'
 DR5554'TO REACH FROM THE INTERSECTION OF 8110 WEST 900 SOUTH PROCEED WEST 8.0
 DR5554'MI (12.9 KM) PROCEED SOUTH ON FARM ROAD 0.3 MI (0.5 KM) TO RAILROAD.
 DR5554'TRACKS.
 DR5554'
 DR5554'IT IS 6.0 FT (1.8 M) NORTH OF A RAILROAD.  ROW FENCE, 6.0 FT (1.8 M)
 DR5554'EAST OF A BARBED WIRE FENCE AND SET IN THE TOP OF A 6-IN (15 CM)
 DR5554'SQUARE CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0199 ***********************************************************************
 JO0199  DESIGNATION -  H 231
 JO0199  PID         -  JO0199
 JO0199  STATE/COUNTY-  UT/BEAVER
 JO0199  COUNTRY     -  US
 JO0199  USGS QUAD   -  BLACK RIDGE (2017)
 JO0199
 JO0199                         *CURRENT SURVEY CONTROL
 JO0199  ______________________________________________________________________
 JO0199* NAD 83(1986) POSITION- 38 15 44.     (N) 112 30 20.     (W)   SCALED
 JO0199* NAVD 88 ORTHO HEIGHT -  2042.597 (meters)     6701.42  (feet) ADJUSTED
 JO0199  ______________________________________________________________________
 JO0199  GEOID HEIGHT    -        -19.398 (meters)                     GEOID18
 JO0199  DYNAMIC HEIGHT  -       2040.109 (meters)     6693.26  (feet) COMP
 JO0199  MODELED GRAVITY -    979,338.9   (mgal)                       NAVD 88
 JO0199
 JO0199  VERT ORDER      -  SECOND    CLASS 0
 JO0199
 JO0199.The horizontal coordinates were scaled from a map and have
 JO0199.an estimated accuracy of +/- 6 seconds.
 JO0199
 JO0199.The orthometric height was determined by differential leveling and
 JO0199.adjusted by the NATIONAL GEODETIC SURVEY
 JO0199.in June 1991.
 JO0199
 JO0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0199.GEOID18 height accuracy estimate available here.
 JO0199
 JO0199.Click photographs - Photos may exist for this station.
 JO0199
 JO0199.The dynamic height is computed by dividing the NAVD 88
 JO0199.geopotential number by the normal gravity value computed on the
 JO0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0199.degrees latitude (g = 980.6199 gals.).
 JO0199
 JO0199.The modeled gravity was interpolated from observed gravity values.
 JO0199
 JO0199;                    North         East    Units  Estimated Accuracy
 JO0199;SPC UT S     - 3,177,560.      412,000.      MT  (+/- 180 meters Scaled)
 JO0199
 JO0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH682359(NAD 83)
 JO0199
 JO0199                          SUPERSEDED SURVEY CONTROL
 JO0199
 JO0199  NGVD 29 (??/??/92) 2041.230  (m)         6696.94   (f) ADJ UNCH    2 0
 JO0199
 JO0199.Superseded values are not recommended for survey control.
 JO0199
 JO0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0199.See file dsdata.pdf to determine how the superseded data were derived.
 JO0199
 JO0199_MARKER: DB = BENCH MARK DISK
 JO0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0199_STAMPING: H 231 1935
 JO0199_MARK LOGO: CGS
 JO0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0199+STABILITY: SURFACE MOTION
 JO0199
 JO0199  HISTORY     - Date     Condition        Report By
 JO0199  HISTORY     - 1935     MONUMENTED       CGS
 JO0199  HISTORY     - 1954     MARK NOT FOUND   USGS
 JO0199  HISTORY     - 1984     MARK NOT FOUND   USGS
 JO0199
 JO0199                          STATION DESCRIPTION
 JO0199
 JO0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0199'8.0 MI E FROM BEAVER.
 JO0199'ABOUT 8.0 MILES EAST ALONG STATE HIGHWAY 21 FROM BEAVER, BEAVER
 JO0199'COUNTY, BETWEEN TWO CURVES, ABOUT 110 FEET EAST OF A POWER LINE, 45
 JO0199'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 26 FEET SOUTH OF THE
 JO0199'CENTER LINE OF A SMALL CREEK, AND 24 FEET NORTH OF A ROW OF POLES.  A
 JO0199'STANDARD DISK, STAMPED H 231 1935 AND SET IN THE TOP OF A CONCRETE
 JO0199'POST.
 JO0199
 JO0199                          STATION RECOVERY (1954)
 JO0199
 JO0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JO0199'MARK NOT FOUND.
 JO0199
 JO0199                          STATION RECOVERY (1984)
 JO0199
 JO0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JO0199'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0133 ***********************************************************************
 JO0133  DESIGNATION -  H 232
 JO0133  PID         -  JO0133
 JO0133  STATE/COUNTY-  UT/PIUTE
 JO0133  COUNTRY     -  US
 JO0133  USGS QUAD   -  DELANO PEAK (2017)
 JO0133
 JO0133                         *CURRENT SURVEY CONTROL
 JO0133  ______________________________________________________________________
 JO0133* NAD 83(1986) POSITION- 38 15 38.     (N) 112 17 36.     (W)   SCALED
 JO0133* NAVD 88 ORTHO HEIGHT -  2141.515 (meters)     7025.95  (feet) ADJUSTED
 JO0133  ______________________________________________________________________
 JO0133  GEOID HEIGHT    -        -19.095 (meters)                     GEOID18
 JO0133  DYNAMIC HEIGHT  -       2138.948 (meters)     7017.53  (feet) COMP
 JO0133  MODELED GRAVITY -    979,353.6   (mgal)                       NAVD 88
 JO0133
 JO0133  VERT ORDER      -  SECOND    CLASS 0
 JO0133
 JO0133.The horizontal coordinates were scaled from a map and have
 JO0133.an estimated accuracy of +/- 6 seconds.
 JO0133
 JO0133.The orthometric height was determined by differential leveling and
 JO0133.adjusted by the NATIONAL GEODETIC SURVEY
 JO0133.in June 1991.
 JO0133
 JO0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0133.GEOID18 height accuracy estimate available here.
 JO0133
 JO0133.Click photographs - Photos may exist for this station.
 JO0133
 JO0133.The dynamic height is computed by dividing the NAVD 88
 JO0133.geopotential number by the normal gravity value computed on the
 JO0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0133.degrees latitude (g = 980.6199 gals.).
 JO0133
 JO0133.The modeled gravity was interpolated from observed gravity values.
 JO0133
 JO0133;                    North         East    Units  Estimated Accuracy
 JO0133;SPC UT S     - 3,177,190.      430,570.      MT  (+/- 180 meters Scaled)
 JO0133
 JO0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH868355(NAD 83)
 JO0133
 JO0133                          SUPERSEDED SURVEY CONTROL
 JO0133
 JO0133  NGVD 29 (??/??/92) 2140.200  (m)         7021.64   (f) ADJ UNCH    2 0
 JO0133
 JO0133.Superseded values are not recommended for survey control.
 JO0133
 JO0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0133.See file dsdata.pdf to determine how the superseded data were derived.
 JO0133
 JO0133_MARKER: DB = BENCH MARK DISK
 JO0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0133_STAMPING: H 232 1935
 JO0133_MARK LOGO: CGS
 JO0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0133+STABILITY: SURFACE MOTION
 JO0133
 JO0133  HISTORY     - Date     Condition        Report By
 JO0133  HISTORY     - 1935     MONUMENTED       CGS
 JO0133  HISTORY     - 1975     GOOD             USGS
 JO0133
 JO0133                          STATION DESCRIPTION
 JO0133
 JO0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0133'5.2 MI NW FROM JUNCTION.
 JO0133'ABOUT 5.2 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM JUNCTION, PIUTE
 JO0133'COUNTY, ABOUT 150 YARDS SOUTH OF A LOG CABIN, ABOUT 135 YARDS
 JO0133'NORTHWEST OF A LARGE PINE TREE, AND 31 FEET SOUTHWEST OF THE CENTER
 JO0133'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 232 1935 AND SET IN
 JO0133'THE TOP OF A CONCRETE POST.
 JO0133
 JO0133                          STATION RECOVERY (1975)
 JO0133
 JO0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0133'ABOUT 5.2 MILES NORTHWEST ALONG STATE HIGHWAY 153 FROM JUNCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0162 ***********************************************************************
 KN0162  DESIGNATION -  H 239
 KN0162  PID         -  KN0162
 KN0162  STATE/COUNTY-  UT/CARBON
 KN0162  COUNTRY     -  US
 KN0162  USGS QUAD   -  SCOFIELD RESERVOIR (2017)
 KN0162
 KN0162                         *CURRENT SURVEY CONTROL
 KN0162  ______________________________________________________________________
 KN0162* NAD 83(1986) POSITION- 39 45 40.     (N) 111 08 32.     (W)   SCALED
 KN0162* NAVD 88 ORTHO HEIGHT -  2332.582 (meters)     7652.81  (feet) ADJUSTED
 KN0162  ______________________________________________________________________
 KN0162  GEOID HEIGHT    -        -15.918 (meters)                     GEOID18
 KN0162  DYNAMIC HEIGHT  -       2330.056 (meters)     7644.53  (feet) COMP
 KN0162  MODELED GRAVITY -    979,459.3   (mgal)                       NAVD 88
 KN0162
 KN0162  VERT ORDER      -  SECOND    CLASS 0
 KN0162
 KN0162.The horizontal coordinates were scaled from a map and have
 KN0162.an estimated accuracy of +/- 6 seconds.
 KN0162
 KN0162.The orthometric height was determined by differential leveling and
 KN0162.adjusted by the NATIONAL GEODETIC SURVEY
 KN0162.in June 1991.
 KN0162
 KN0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0162.GEOID18 height accuracy estimate available here.
 KN0162
 KN0162.Click photographs - Photos may exist for this station.
 KN0162
 KN0162.The dynamic height is computed by dividing the NAVD 88
 KN0162.geopotential number by the normal gravity value computed on the
 KN0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0162.degrees latitude (g = 980.6199 gals.).
 KN0162
 KN0162.The modeled gravity was interpolated from observed gravity values.
 KN0162
 KN0162;                    North         East    Units  Estimated Accuracy
 KN0162;SPC UT C     - 2,158,570.      530,660.      MT  (+/- 180 meters Scaled)
 KN0162
 KN0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK878012(NAD 83)
 KN0162
 KN0162                          SUPERSEDED SURVEY CONTROL
 KN0162
 KN0162  NGVD 29 (??/??/92) 2331.284  (m)         7648.55   (f) ADJ UNCH    2 0
 KN0162
 KN0162.Superseded values are not recommended for survey control.
 KN0162
 KN0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0162.See file dsdata.pdf to determine how the superseded data were derived.
 KN0162
 KN0162_MARKER: DB = BENCH MARK DISK
 KN0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0162_STAMPING: H 239 1935
 KN0162_MARK LOGO: CGS
 KN0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0162+STABILITY: SURFACE MOTION
 KN0162
 KN0162  HISTORY     - Date     Condition        Report By
 KN0162  HISTORY     - 1935     MONUMENTED       CGS
 KN0162  HISTORY     - 1974     MARK NOT FOUND   USGS
 KN0162
 KN0162                          STATION DESCRIPTION
 KN0162
 KN0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0162'2.8 MI NE FROM SCOFIELD.
 KN0162'ABOUT 2.8 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 KN0162'RAILROAD FROM SCOFIELD, CARBON COUNTY, ABOUT 70 YARDS SOUTH OF TRESTLE
 KN0162'12 - 39, ABOUT 10 YARDS NORTH OF A PRIVATE-ROAD CROSSING, ABOUT 17
 KN0162'YARDS WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 18 YARDS EAST OF
 KN0162'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 239 1935 AND SET
 KN0162'IN THE TOP OF A CONCRETE POST.
 KN0162
 KN0162                          STATION RECOVERY (1974)
 KN0162
 KN0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KN0162'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0256 ***********************************************************************
 HM0256  DESIGNATION -  H 24
 HM0256  PID         -  HM0256
 HM0256  STATE/COUNTY-  UT/SAN JUAN
 HM0256  COUNTRY     -  US
 HM0256  USGS QUAD   -  MEXICAN HAT (2017)
 HM0256
 HM0256                         *CURRENT SURVEY CONTROL
 HM0256  ______________________________________________________________________
 HM0256* NAD 83(1986) POSITION- 37 09 08.     (N) 109 51 25.     (W)   SCALED
 HM0256* NAVD 88 ORTHO HEIGHT -  1273.965 (meters)     4179.67  (feet) ADJUSTED
 HM0256  ______________________________________________________________________
 HM0256  GEOID HEIGHT    -        -20.992 (meters)                     GEOID18
 HM0256  DYNAMIC HEIGHT  -       1272.560 (meters)     4175.06  (feet) COMP
 HM0256  MODELED GRAVITY -    979,484.8   (mgal)                       NAVD 88
 HM0256
 HM0256  VERT ORDER      -  FIRST     CLASS II
 HM0256
 HM0256.The horizontal coordinates were scaled from a map and have
 HM0256.an estimated accuracy of +/- 6 seconds.
 HM0256
 HM0256.The orthometric height was determined by differential leveling and
 HM0256.adjusted by the NATIONAL GEODETIC SURVEY
 HM0256.in June 1991.
 HM0256
 HM0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0256.GEOID18 height accuracy estimate available here.
 HM0256
 HM0256.Click photographs - Photos may exist for this station.
 HM0256
 HM0256.The dynamic height is computed by dividing the NAVD 88
 HM0256.geopotential number by the normal gravity value computed on the
 HM0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0256.degrees latitude (g = 980.6199 gals.).
 HM0256
 HM0256.The modeled gravity was interpolated from observed gravity values.
 HM0256
 HM0256;                    North         East    Units  Estimated Accuracy
 HM0256;SPC UT S     - 3,055,170.      645,950.      MT  (+/- 180 meters Scaled)
 HM0256
 HM0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG015123(NAD 83)
 HM0256
 HM0256                          SUPERSEDED SURVEY CONTROL
 HM0256
 HM0256  NGVD 29 (??/??/92) 1273.069  (m)         4176.73   (f) ADJ UNCH    1 2
 HM0256
 HM0256.Superseded values are not recommended for survey control.
 HM0256
 HM0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0256.See file dsdata.pdf to determine how the superseded data were derived.
 HM0256
 HM0256_MARKER: DB = BENCH MARK DISK
 HM0256_SETTING: 66 = SET IN ROCK OUTCROP
 HM0256_STAMPING: H 24 1933
 HM0256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0256+STABILITY: POSITION/ELEVATION WELL
 HM0256
 HM0256  HISTORY     - Date     Condition        Report By
 HM0256  HISTORY     - 1933     MONUMENTED       CGS
 HM0256  HISTORY     - 1934     GOOD             CGS
 HM0256  HISTORY     - 1983     MARK NOT FOUND   NGS
 HM0256  HISTORY     - 19860331 MARK NOT FOUND   USGS
 HM0256
 HM0256                          STATION DESCRIPTION
 HM0256
 HM0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0256'0.3 MI NE FROM MEXICAN HAT.
 HM0256'0.3 MILE NORTHEAST ALONG STATE HIGHWAY 47 FROM THE NEVILLS STONE HOUSE
 HM0256'AT MEXICAN HAT, SAN JUAN COUNTY, 0.9 MILE NORTHEAST OF THE SAN JUAN
 HM0256'RIVER BRIDGE, NORTHWEST OF THE MOUTH OF A LARGE WASH DRAINING SOUTH,
 HM0256'90 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, NEAR THE EAST END OF A
 HM0256'RED SANDSTONE SPUR AND LIMESTONE BEDROCK FLUSH WITH THE GROUND.
 HM0256
 HM0256                          STATION RECOVERY (1983)
 HM0256
 HM0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0256'MARK NOT FOUND.
 HM0256
 HM0256                          STATION RECOVERY (1986)
 HM0256
 HM0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DLL)
 HM0256'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0034 ***********************************************************************
 HO0034  DESIGNATION -  H 24 RESET
 HO0034  PID         -  HO0034
 HO0034  STATE/COUNTY-  UT/GARFIELD
 HO0034  COUNTRY     -  US
 HO0034  USGS QUAD   -  HATCH (2017)
 HO0034
 HO0034                         *CURRENT SURVEY CONTROL
 HO0034  ______________________________________________________________________
 HO0034* NAD 83(1986) POSITION- 37 38 59.9    (N) 112 26 03.5    (W)   HD_HELD2
 HO0034* NAVD 88 ORTHO HEIGHT -  2110.35  (+/-2cm)     6923.7   (feet) VERTCON3
 HO0034  ______________________________________________________________________
 HO0034  GEOID HEIGHT    -        -20.458 (meters)                     GEOID18
 HO0034  VERT ORDER      -  THIRD (See Below)
 HO0034
 HO0034.The horizontal coordinates were established by autonomous hand held GPS
 HO0034.observations and have an estimated accuracy of +/- 10 meters.
 HO0034
 HO0034.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0034
 HO0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0034.GEOID18 height accuracy estimate available here.
 HO0034
 HO0034.The vertical order pertains to the NGVD 29 superseded value.
 HO0034
 HO0034.Click photographs - Photos may exist for this station.
 HO0034
 HO0034;                    North         East    Units  Estimated Accuracy
 HO0034;SPC UT S     - 3,109,542.      417,554.      MT  (+/- 10 meters HH2 GPS)
 HO0034
 HO0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG7347267947(NAD 83)
 HO0034
 HO0034                          SUPERSEDED SURVEY CONTROL
 HO0034
 HO0034  NGVD 29 (??/??/??) 2109.00   (m)         6919.3    (f) RESET       3  
 HO0034
 HO0034.Superseded values are not recommended for survey control.
 HO0034
 HO0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0034.See file dsdata.pdf to determine how the superseded data were derived.
 HO0034
 HO0034_MARKER: DB = BENCH MARK DISK
 HO0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HO0034_SP_SET: CONCRETE BASE
 HO0034_STAMPING: 1964 RESET H 24 1931 6916
 HO0034_MARK LOGO: USGS
 HO0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0034
 HO0034  HISTORY     - Date     Condition        Report By
 HO0034  HISTORY     - 1964     MONUMENTED       CGS
 HO0034  HISTORY     - 1964     GOOD             USGS
 HO0034  HISTORY     - 20101208 GOOD             GEOCAC
 HO0034
 HO0034                          STATION DESCRIPTION
 HO0034
 HO0034'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 HO0034'IN HATCH.
 HO0034'HATCH POST OFFICE, 44 FEET SOUTH AND 36 FEET WEST OF 48 FEET NORTH AND
 HO0034'51 FEET EAST OF CENTERLINE OF ROAD INTERSECTION.  IN CONCRETE BASE OF
 HO0034'LIGHT POLE, STANDARD TABLET.
 HO0034
 HO0034                          STATION RECOVERY (2010)
 HO0034
 HO0034'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HO0034'MARKS BEARS 040 DEGREES 70 FEET FROM THE CENTER OF THE INTERSECTION
 HO0034'OF MAIN STREET (US 89) AND CENTER STREET AND IS UNDER THE NW CORNER OF
 HO0034'A BUSINESS SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0035 ***********************************************************************
 HO0035  DESIGNATION -  H 25
 HO0035  PID         -  HO0035
 HO0035  STATE/COUNTY-  UT/GARFIELD
 HO0035  COUNTRY     -  US
 HO0035  USGS QUAD   -  HATCH (2017)
 HO0035
 HO0035                         *CURRENT SURVEY CONTROL
 HO0035  ______________________________________________________________________
 HO0035* NAD 83(1986) POSITION- 37 40 21.     (N) 112 25 14.     (W)   SCALED
 HO0035* NAVD 88 ORTHO HEIGHT -  2089.41  (+/-2cm)     6855.0   (feet) VERTCON3
 HO0035  ______________________________________________________________________
 HO0035  GEOID HEIGHT    -        -20.428 (meters)                     GEOID18
 HO0035  VERT ORDER      -  ? (See Below)
 HO0035
 HO0035.The horizontal coordinates were scaled from a map and have
 HO0035.an estimated accuracy of +/- 6 seconds.
 HO0035
 HO0035.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0035
 HO0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0035.GEOID18 height accuracy estimate available here.
 HO0035
 HO0035.The vertical order pertains to the NGVD 29 superseded value.
 HO0035
 HO0035.Click photographs - Photos may exist for this station.
 HO0035
 HO0035;                    North         East    Units  Estimated Accuracy
 HO0035;SPC UT S     - 3,112,030.      418,790.      MT  (+/- 180 meters Scaled)
 HO0035
 HO0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG747704(NAD 83)
 HO0035
 HO0035                          SUPERSEDED SURVEY CONTROL
 HO0035
 HO0035  NGVD 29 (??/??/92) 2088.064  (m)         6850.59   (f) ADJ UNCH       
 HO0035
 HO0035.Superseded values are not recommended for survey control.
 HO0035
 HO0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0035.See file dsdata.pdf to determine how the superseded data were derived.
 HO0035
 HO0035_MARKER: DB = BENCH MARK DISK
 HO0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0035_STAMPING: H 25 1931
 HO0035_MARK LOGO: USGS
 HO0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0035+STABILITY: SURFACE MOTION
 HO0035
 HO0035  HISTORY     - Date     Condition        Report By
 HO0035  HISTORY     - 1931     MONUMENTED       USGS
 HO0035  HISTORY     - 1934     GOOD             CGS
 HO0035
 HO0035                          STATION DESCRIPTION
 HO0035
 HO0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0035'2.4 MI NE FROM HATCH.
 HO0035'2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 89 FROM HATCH, GARFIELD COUNTY,
 HO0035'16 FEET SOUTHWEST OF A RANCH ROAD LEADING EAST ACROSS A CREEK, 38 FEET
 HO0035'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 11 FEET NORTHWEST OF
 HO0035'A FENCE LINE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HO0035'STAMPED H 25 1931 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0161 ***********************************************************************
 JN0161  DESIGNATION -  H 25
 JN0161  PID         -  JN0161
 JN0161  STATE/COUNTY-  UT/WAYNE
 JN0161  COUNTRY     -  US
 JN0161  USGS QUAD   -  GOLDEN THRONE (2017)
 JN0161
 JN0161                         *CURRENT SURVEY CONTROL
 JN0161  ______________________________________________________________________
 JN0161* NAD 83(1986) POSITION- 38 12 44.     (N) 111 09 24.     (W)   SCALED
 JN0161* NAVD 88 ORTHO HEIGHT -  1629.121 (meters)     5344.87  (feet) ADJUSTED
 JN0161  ______________________________________________________________________
 JN0161  GEOID HEIGHT    -        -19.205 (meters)                     GEOID18
 JN0161  DYNAMIC HEIGHT  -       1627.359 (meters)     5339.09  (feet) COMP
 JN0161  MODELED GRAVITY -    979,490.0   (mgal)                       NAVD 88
 JN0161
 JN0161  VERT ORDER      -  FIRST     CLASS II
 JN0161
 JN0161.The horizontal coordinates were scaled from a map and have
 JN0161.an estimated accuracy of +/- 6 seconds.
 JN0161
 JN0161.The orthometric height was determined by differential leveling and
 JN0161.adjusted by the NATIONAL GEODETIC SURVEY
 JN0161.in June 1991.
 JN0161
 JN0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0161.GEOID18 height accuracy estimate available here.
 JN0161
 JN0161.Click photographs - Photos may exist for this station.
 JN0161
 JN0161.The dynamic height is computed by dividing the NAVD 88
 JN0161.geopotential number by the normal gravity value computed on the
 JN0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0161.degrees latitude (g = 980.6199 gals.).
 JN0161
 JN0161.The modeled gravity was interpolated from observed gravity values.
 JN0161
 JN0161;                    North         East    Units  Estimated Accuracy
 JN0161;SPC UT S     - 3,171,590.      530,070.      MT  (+/- 180 meters Scaled)
 JN0161
 JN0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH862293(NAD 83)
 JN0161
 JN0161                          SUPERSEDED SURVEY CONTROL
 JN0161
 JN0161  NGVD 29 (??/??/92) 1627.999  (m)         5341.19   (f) ADJ UNCH    1 2
 JN0161
 JN0161.Superseded values are not recommended for survey control.
 JN0161
 JN0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0161.See file dsdata.pdf to determine how the superseded data were derived.
 JN0161
 JN0161_MARKER: DB = BENCH MARK DISK
 JN0161_SETTING: 66 = SET IN ROCK OUTCROP
 JN0161_STAMPING: H 25 1934
 JN0161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0161+STABILITY: POSITION/ELEVATION WELL
 JN0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0161+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2013
 JN0161
 JN0161  HISTORY     - Date     Condition        Report By
 JN0161  HISTORY     - 1934     MONUMENTED       CGS
 JN0161  HISTORY     - 1952     MARK NOT FOUND   USGS
 JN0161  HISTORY     - 1964     MARK NOT FOUND   CGS
 JN0161  HISTORY     - 20130607 GOOD             PRIVTE
 JN0161
 JN0161                          STATION DESCRIPTION
 JN0161
 JN0161'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0161'10.5 MI E FROM FRUITA.
 JN0161'10.5 MILES EAST ALONG STATE HIGHWAY 24 FROM FRUITA, WAYNE COUNTY, IN
 JN0161'CAPITOL GORGE, 25 FEET NORTH OF THE BASE OF A 175-FOOT ROCK LEDGE, 30
 JN0161'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF BEDROCK,
 JN0161'AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED H
 JN0161'25 1934.  NOTE-- PROBABLY COVERED BY ROAD CONSTRUCTION.
 JN0161
 JN0161                          STATION RECOVERY (1964)
 JN0161
 JN0161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JN0161'MARK NOT FOUND.
 JN0161
 JN0161                          STATION RECOVERY (2013)
 JN0161
 JN0161'RECOVERY NOTE BY PRIVATE AGENCIES UNSPECIFIED 2013 (NW)
 JN0161'I CAME ACROSS THIS BENCHMARK ON 6/7/2013 WHILE HIKING THE CAPITOL
 JN0161'GORGE WASH TRAIL IN CAPITOL REEF NATIONAL PARK. IT IS LOCATED ON A
 JN0161'SLICK ROCK OUT CROPPING ON THE SOUTH SIDE OF THE TRAIL, OR THE LEFT
 JN0161'SIDE IF YOU ARE HIKING EAST, ABOUT 3-4 FEET ABOVE THE EDGE OF THE SAND
 JN0161'IN THE WASH, AS OF THIS DATE. IT IS VISIBLE, SECURE, AND IN EXCELLENT
 JN0161'CONDITION.
 JN0161'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0130 ***********************************************************************
 KM0130  DESIGNATION -  H 26
 KM0130  PID         -  KM0130
 KM0130  STATE/COUNTY-  UT/UINTAH
 KM0130  COUNTRY     -  US
 KM0130  USGS QUAD   -  SOUTHAM CANYON (2017)
 KM0130
 KM0130                         *CURRENT SURVEY CONTROL
 KM0130  ______________________________________________________________________
 KM0130* NAD 83(1986) POSITION- 39 54 04.9    (N) 109 09 05.3    (W)   HD_HELD2
 KM0130* NAVD 88 ORTHO HEIGHT -  1651.706 (meters)     5418.97  (feet) ADJUSTED
 KM0130  ______________________________________________________________________
 KM0130  GEOID HEIGHT    -        -16.989 (meters)                     GEOID18
 KM0130  DYNAMIC HEIGHT  -       1650.150 (meters)     5413.87  (feet) COMP
 KM0130  MODELED GRAVITY -    979,626.1   (mgal)                       NAVD 88
 KM0130
 KM0130  VERT ORDER      -  FIRST     CLASS II
 KM0130
 KM0130.The horizontal coordinates were established by autonomous hand held GPS
 KM0130.observations and have an estimated accuracy of +/- 10 meters.
 KM0130
 KM0130.The orthometric height was determined by differential leveling and
 KM0130.adjusted by the NATIONAL GEODETIC SURVEY
 KM0130.in June 1991.
 KM0130
 KM0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0130.GEOID18 height accuracy estimate available here.
 KM0130
 KM0130.Click photographs - Photos may exist for this station.
 KM0130
 KM0130.The dynamic height is computed by dividing the NAVD 88
 KM0130.geopotential number by the normal gravity value computed on the
 KM0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0130.degrees latitude (g = 980.6199 gals.).
 KM0130
 KM0130.The modeled gravity was interpolated from observed gravity values.
 KM0130
 KM0130;                    North         East    Units  Estimated Accuracy
 KM0130;SPC UT C     - 2,176,716.      700,795.      MT  (+/- 10 meters HH2 GPS)
 KM0130
 KM0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK5802118444(NAD 83)
 KM0130
 KM0130                          SUPERSEDED SURVEY CONTROL
 KM0130
 KM0130  NGVD 29 (??/??/92) 1650.502  (m)         5415.02   (f) ADJ UNCH    1 2
 KM0130
 KM0130.Superseded values are not recommended for survey control.
 KM0130
 KM0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0130.See file dsdata.pdf to determine how the superseded data were derived.
 KM0130
 KM0130_MARKER: DB = BENCH MARK DISK
 KM0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0130_STAMPING: 5415.022 H 26 1933
 KM0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0130+STABILITY: SURFACE MOTION
 KM0130
 KM0130  HISTORY     - Date     Condition        Report By
 KM0130  HISTORY     - 1933     MONUMENTED       CGS
 KM0130  HISTORY     - 1956     GOOD             CGS
 KM0130
 KM0130                          STATION DESCRIPTION
 KM0130
 KM0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KM0130'2.2 MI N FROM WATSON.
 KM0130'ABOUT 2.2 MILES NORTH ALONG THE WATSON-JENSEN ROAD FROM WATSON, UINTAH
 KM0130'COUNTY, ABOUT 0.1 MILE NORTHEAST OF THE Y-JUNCTION OF A SHORT-CUT ROAD
 KM0130'TO DRAGON, ON A POINT BETWEEN TWO RAVINES RUNNING WEST, ABOUT 600 FEET
 KM0130'SOUTHWEST OF AN ANGLE IN A ROW OF POLES, AND ABOUT 55 FEET NORTHWEST
 KM0130'OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED 5415.022 H
 KM0130'26 1933 AND SET IN THE TOP OF A CONCRETE POST.
 KM0130
 KM0130                          STATION RECOVERY (1956)
 KM0130
 KM0130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 KM0130'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0126 ***********************************************************************
 MS0126  DESIGNATION -  H 27
 MS0126  PID         -  MS0126
 MS0126  STATE/COUNTY-  UT/BOX ELDER
 MS0126  COUNTRY     -  US
 MS0126  USGS QUAD   -  PLAIN CITY (2017)
 MS0126
 MS0126                         *CURRENT SURVEY CONTROL
 MS0126  ______________________________________________________________________
 MS0126* NAD 83(1986) POSITION- 41 22 07.71   (N) 112 02 32.19   (W)   HD_HELD1
 MS0126* NAVD 88 ORTHO HEIGHT -  1297.839 (meters)     4257.99  (feet) ADJUSTED
 MS0126  ______________________________________________________________________
 MS0126  GEOID HEIGHT    -        -16.454 (meters)                     GEOID18
 MS0126  DYNAMIC HEIGHT  -       1296.891 (meters)     4254.88  (feet) COMP
 MS0126  MODELED GRAVITY -    979,849.0   (mgal)                       NAVD 88
 MS0126
 MS0126  VERT ORDER      -  FIRST     CLASS II
 MS0126
 MS0126.The horizontal coordinates were determined by differentially corrected
 MS0126.hand held GPS observations or other comparable positioning techniques
 MS0126.and have an estimated accuracy of +/- 3 meters.
 MS0126
 MS0126.The orthometric height was determined by differential leveling and
 MS0126.adjusted by the NATIONAL GEODETIC SURVEY
 MS0126.in June 1991.
 MS0126
 MS0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0126.GEOID18 height accuracy estimate available here.
 MS0126
 MS0126.Click photographs - Photos may exist for this station.
 MS0126
 MS0126.The dynamic height is computed by dividing the NAVD 88
 MS0126.geopotential number by the normal gravity value computed on the
 MS0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0126.degrees latitude (g = 980.6199 gals.).
 MS0126
 MS0126.The modeled gravity was interpolated from observed gravity values.
 MS0126
 MS0126;                    North         East    Units  Estimated Accuracy
 MS0126;SPC UT N     - 1,115,131.5     454,633.0     MT  (+/- 3 meters HH1 GPS) 
 MS0126
 MS0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1283280223(NAD 83)
 MS0126
 MS0126                          SUPERSEDED SURVEY CONTROL
 MS0126
 MS0126  NGVD 29 (??/??/92) 1296.85   (m)         4254.7    (f) COMPUTED    1 2
 MS0126
 MS0126.Superseded values are not recommended for survey control.
 MS0126
 MS0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0126.See file dsdata.pdf to determine how the superseded data were derived.
 MS0126
 MS0126_MARKER: DD = SURVEY DISK
 MS0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0126_STAMPING: H 27 1923
 MS0126_MARK LOGO: USGS
 MS0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0126+STABILITY: SURFACE MOTION
 MS0126
 MS0126  HISTORY     - Date     Condition        Report By
 MS0126  HISTORY     - 1923     MONUMENTED       USGS
 MS0126  HISTORY     - 1953     GOOD             CGS
 MS0126
 MS0126                          STATION DESCRIPTION
 MS0126
 MS0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0126'10.1 MI S FROM BRIGHAM CITY.
 MS0126'10.1 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MS0126'BRIGHAM CITY, 11.0 MILES NORTH OF OGDEN, 8 1/2 RAILS NORTH OF MILEPOLE
 MS0126'11, AT THE CROSSING OF NERVA LANE, 50.0 FEET WEST OF THE WEST RAIL, 34
 MS0126'FEET SOUTH OF THE CENTER LINE OF THE LANE, 15 FEET SOUTH OF A POWER
 MS0126'LINE POLE OF AN EAST-WEST POWER LINE, 3 1/2 FEET SOUTHWEST OF A FENCE
 MS0126'CORNER POST, 1.4 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 MS0126'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 MS0126'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0274 ***********************************************************************
 LN0274  DESIGNATION -  H 27
 LN0274  PID         -  LN0274
 LN0274  STATE/COUNTY-  UT/UINTAH
 LN0274  COUNTRY     -  US
 LN0274  USGS QUAD   -  JENSEN (2017)
 LN0274
 LN0274                         *CURRENT SURVEY CONTROL
 LN0274  ______________________________________________________________________
 LN0274* NAD 83(1986) POSITION- 40 20 29.     (N) 109 20 56.     (W)   SCALED
 LN0274* NAVD 88 ORTHO HEIGHT -  1451.120 (meters)     4760.88  (feet) ADJUSTED
 LN0274  ______________________________________________________________________
 LN0274  GEOID HEIGHT    -        -17.288 (meters)                     GEOID18
 LN0274  DYNAMIC HEIGHT  -       1449.816 (meters)     4756.60  (feet) COMP
 LN0274  MODELED GRAVITY -    979,677.3   (mgal)                       NAVD 88
 LN0274
 LN0274  VERT ORDER      -  FIRST     CLASS II
 LN0274
 LN0274.The horizontal coordinates were scaled from a map and have
 LN0274.an estimated accuracy of +/- 6 seconds.
 LN0274
 LN0274.The orthometric height was determined by differential leveling and
 LN0274.adjusted by the NATIONAL GEODETIC SURVEY
 LN0274.in June 1991.
 LN0274
 LN0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0274.GEOID18 height accuracy estimate available here.
 LN0274
 LN0274.Click photographs - Photos may exist for this station.
 LN0274
 LN0274.The dynamic height is computed by dividing the NAVD 88
 LN0274.geopotential number by the normal gravity value computed on the
 LN0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0274.degrees latitude (g = 980.6199 gals.).
 LN0274
 LN0274.The modeled gravity was interpolated from observed gravity values.
 LN0274
 LN0274;                    North         East    Units  Estimated Accuracy
 LN0274;SPC UT C     - 2,225,130.      682,750.      MT  (+/- 180 meters Scaled)
 LN0274
 LN0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK402669(NAD 83)
 LN0274
 LN0274                          SUPERSEDED SURVEY CONTROL
 LN0274
 LN0274  NGVD 29 (??/??/92) 1449.926  (m)         4756.97   (f) ADJ UNCH    1 2
 LN0274
 LN0274.Superseded values are not recommended for survey control.
 LN0274
 LN0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0274.See file dsdata.pdf to determine how the superseded data were derived.
 LN0274
 LN0274_MARKER: DB = BENCH MARK DISK
 LN0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0274_STAMPING: 4756.966 H 27 1933
 LN0274_MARK LOGO: CGS
 LN0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0274+STABILITY: SURFACE MOTION
 LN0274
 LN0274  HISTORY     - Date     Condition        Report By
 LN0274  HISTORY     - 1933     MONUMENTED       CGS
 LN0274  HISTORY     - 1964     GOOD             USGS
 LN0274  HISTORY     - 1984     GOOD             NGS
 LN0274
 LN0274                          STATION DESCRIPTION
 LN0274
 LN0274'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LN0274'2.2 MI S FROM JENSEN.
 LN0274'ABOUT 2.2 MILES SOUTH ALONG STATE HIGHWAY 264 AT JENSEN, 28 FEET
 LN0274'SOUTHEAST OF CENTER LINE OF HIGHWAY, 150 FEET SOUTH OF INTERSECTION OF
 LN0274'ABANDONED ROAD AND HIGHWAY.
 LN0274
 LN0274                          STATION RECOVERY (1984)
 LN0274
 LN0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0274'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0036 ***********************************************************************
 HO0036  DESIGNATION -  H 27
 HO0036  PID         -  HO0036
 HO0036  STATE/COUNTY-  UT/GARFIELD
 HO0036  COUNTRY     -  US
 HO0036  USGS QUAD   -  HATCH (2017)
 HO0036
 HO0036                         *CURRENT SURVEY CONTROL
 HO0036  ______________________________________________________________________
 HO0036* NAD 83(1986) POSITION- 37 44 57.     (N) 112 22 37.     (W)   SCALED
 HO0036* NAVD 88 ORTHO HEIGHT -  2057.613 (meters)     6750.69  (feet) POSTED
 HO0036  ______________________________________________________________________
 HO0036  GEOID HEIGHT    -        -20.275 (meters)                     GEOID18
 HO0036  DYNAMIC HEIGHT  -       2055.08  (meters)     6742.4   (feet) COMP
 HO0036  MODELED GRAVITY -    979,323.9   (mgal)                       NAVD 88
 HO0036
 HO0036  VERT ORDER      -  * POSTED, SEE BELOW
 HO0036
 HO0036.The horizontal coordinates were scaled from a map and have
 HO0036.an estimated accuracy of +/- 6 seconds.
 HO0036
 HO0036.The orthometric height was determined by differential leveling
 HO0036.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0036
 HO0036.* This is a POSTED BENCH MARK height.
 HO0036
 HO0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0036.GEOID18 height accuracy estimate available here.
 HO0036
 HO0036.Click photographs - Photos may exist for this station.
 HO0036
 HO0036.The dynamic height is computed by dividing the NAVD 88
 HO0036.geopotential number by the normal gravity value computed on the
 HO0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0036.degrees latitude (g = 980.6199 gals.).
 HO0036
 HO0036.The modeled gravity was interpolated from observed gravity values.
 HO0036
 HO0036;                    North         East    Units  Estimated Accuracy
 HO0036;SPC UT S     - 3,120,500.      422,720.      MT  (+/- 180 meters Scaled)
 HO0036
 HO0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG786788(NAD 83)
 HO0036
 HO0036                          SUPERSEDED SURVEY CONTROL
 HO0036
 HO0036  NGVD 29 (??/??/92) 2056.24   (m)         6746.2    (f) COMPUTED    2 0
 HO0036
 HO0036.Superseded values are not recommended for survey control.
 HO0036
 HO0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0036.See file dsdata.pdf to determine how the superseded data were derived.
 HO0036
 HO0036_MARKER: DD = SURVEY DISK
 HO0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0036_STAMPING: 1931 H 27
 HO0036_MARK LOGO: USGS
 HO0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0036+STABILITY: SURFACE MOTION
 HO0036
 HO0036  HISTORY     - Date     Condition        Report By
 HO0036  HISTORY     - 1931     MONUMENTED       USGS
 HO0036  HISTORY     - 1934     GOOD             CGS
 HO0036  HISTORY     - 20101208 MARK NOT FOUND   GEOCAC
 HO0036
 HO0036                          STATION DESCRIPTION
 HO0036
 HO0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0036'7.0 MI SE FROM PANGUITCH.
 HO0036'IN SOUTHWEST END OF LARGE TRIANGLE FORMED BY ROADS IN THREE
 HO0036'DIRECTIONS.  30 FEET EAST OF HATCH-PANGUITCH HIGHWAY.  53 FEET
 HO0036'NORTHWEST OF HATCH-BRYCE CANYON HIGHWAY.
 HO0036
 HO0036                          STATION RECOVERY (2010)
 HO0036
 HO0036'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HO0036'LOCATION HAS BEEN DISTURBED BY IMPROVEMENTS TO THE INTERSECTION OF US
 HO0036'89 AND UT 12.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0037 ***********************************************************************
 HO0037  DESIGNATION -  H 27 RESET
 HO0037  PID         -  HO0037
 HO0037  STATE/COUNTY-  UT/GARFIELD
 HO0037  COUNTRY     -  US
 HO0037  USGS QUAD   -  HATCH (2017)
 HO0037
 HO0037                         *CURRENT SURVEY CONTROL
 HO0037  ______________________________________________________________________
 HO0037* NAD 83(1986) POSITION- 37 44 57.3    (N) 112 22 35.8    (W)   HD_HELD2
 HO0037* NAVD 88 ORTHO HEIGHT -  2056.11  (+/-2cm)     6745.8   (feet) VERTCON3
 HO0037  ______________________________________________________________________
 HO0037  GEOID HEIGHT    -        -20.274 (meters)                     GEOID18
 HO0037  VERT ORDER      -  THIRD (See Below)
 HO0037
 HO0037.The horizontal coordinates were established by autonomous hand held GPS
 HO0037.observations and have an estimated accuracy of +/- 10 meters.
 HO0037
 HO0037.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0037
 HO0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0037.GEOID18 height accuracy estimate available here.
 HO0037
 HO0037.The vertical order pertains to the NGVD 29 superseded value.
 HO0037
 HO0037.Click photographs - Photos may exist for this station.
 HO0037
 HO0037;                    North         East    Units  Estimated Accuracy
 HO0037;SPC UT S     - 3,120,511.      422,749.      MT  (+/- 10 meters HH2 GPS)
 HO0037
 HO0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG7872378886(NAD 83)
 HO0037
 HO0037                          SUPERSEDED SURVEY CONTROL
 HO0037
 HO0037  NGVD 29 (??/??/??) 2054.74   (m)         6741.3    (f) RESET       3  
 HO0037
 HO0037.Superseded values are not recommended for survey control.
 HO0037
 HO0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0037.See file dsdata.pdf to determine how the superseded data were derived.
 HO0037
 HO0037_MARKER: DB = BENCH MARK DISK
 HO0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0037_STAMPING: H 27 1931 RESET 1962 6741.20
 HO0037_MARK LOGO: USGS
 HO0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0037+STABILITY: SURFACE MOTION
 HO0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0037+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2010
 HO0037
 HO0037  HISTORY     - Date     Condition        Report By
 HO0037  HISTORY     - 1962     MONUMENTED       CGS
 HO0037  HISTORY     - 1963     GOOD             CGS
 HO0037  HISTORY     - 20101208 GOOD             GEOCAC
 HO0037
 HO0037                          STATION DESCRIPTION
 HO0037
 HO0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0037'7.0 MI S FROM PANGUITCH.
 HO0037'7.0 MILES SOUTHERLY FROM PANGUITCH, UTAH, NEAR FENCE 148 FEET
 HO0037'SOUTHERLY FROM INTERSECTION OF U.S. HIGHWAY 89, AND U 54 CALLED BRYCE
 HO0037'JUNCTION.
 HO0037
 HO0037                          STATION RECOVERY (2010)
 HO0037
 HO0037'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HO0037'A MASSIVE TYPO PLACES THE MARK 2.25 MILES TO THE WEST.  THE MARK BEARS
 HO0037'150 DEGREES  175 FT FROM THE T INTERSECTION OF US 89 AND UT 12 AND IS
 HO0037'TWO FEET NORTHWEST OF THE CURVE PORTION OF THE ROW FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0123 ***********************************************************************
 MS0123  DESIGNATION -  H 28
 MS0123  PID         -  MS0123
 MS0123  STATE/COUNTY-  UT/BOX ELDER
 MS0123  COUNTRY     -  US
 MS0123  USGS QUAD   -  WILLARD (2017)
 MS0123
 MS0123                         *CURRENT SURVEY CONTROL
 MS0123  ______________________________________________________________________
 MS0123* NAD 83(1986) POSITION- 41 24 39.2    (N) 112 02 56.9    (W)   HD_HELD2
 MS0123* NAVD 88 ORTHO HEIGHT -  1301.316 (meters)     4269.40  (feet) ADJUSTED
 MS0123  ______________________________________________________________________
 MS0123  GEOID HEIGHT    -        -16.355 (meters)                     GEOID18
 MS0123  DYNAMIC HEIGHT  -       1300.373 (meters)     4266.31  (feet) COMP
 MS0123  MODELED GRAVITY -    979,854.1   (mgal)                       NAVD 88
 MS0123
 MS0123  VERT ORDER      -  FIRST     CLASS I
 MS0123
 MS0123.The horizontal coordinates were established by autonomous hand held GPS
 MS0123.observations and have an estimated accuracy of +/- 10 meters.
 MS0123
 MS0123.The orthometric height was determined by differential leveling and
 MS0123.adjusted by the NATIONAL GEODETIC SURVEY
 MS0123.in June 1991.
 MS0123
 MS0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0123.GEOID18 height accuracy estimate available here.
 MS0123
 MS0123.Click photographs - Photos may exist for this station.
 MS0123
 MS0123.The dynamic height is computed by dividing the NAVD 88
 MS0123.geopotential number by the normal gravity value computed on the
 MS0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0123.degrees latitude (g = 980.6199 gals.).
 MS0123
 MS0123.The modeled gravity was interpolated from observed gravity values.
 MS0123
 MS0123;                    North         East    Units  Estimated Accuracy
 MS0123;SPC UT N     - 1,119,808.      454,088.      MT  (+/- 10 meters HH2 GPS)
 MS0123
 MS0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1231584902(NAD 83)
 MS0123
 MS0123                          SUPERSEDED SURVEY CONTROL
 MS0123
 MS0123  NGVD 29 (??/??/92) 1300.32   (m)         4266.1    (f) COMPUTED    1 1
 MS0123
 MS0123.Superseded values are not recommended for survey control.
 MS0123
 MS0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0123.See file dsdata.pdf to determine how the superseded data were derived.
 MS0123
 MS0123_MARKER: DD = SURVEY DISK
 MS0123_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0123_SP_SET: RETAINING WALL
 MS0123_STAMPING: H 28 1923
 MS0123_MARK LOGO: USGS
 MS0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0123+STABILITY: SURFACE MOTION
 MS0123
 MS0123  HISTORY     - Date     Condition        Report By
 MS0123  HISTORY     - 1923     MONUMENTED       USGS
 MS0123  HISTORY     - 1967     GOOD             CGS
 MS0123
 MS0123                          STATION DESCRIPTION
 MS0123
 MS0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0123'7.1 MI S FROM BRIGHAM CITY.
 MS0123'7.1 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MS0123'BRIGHAM CITY, 0.1 MILE SOUTH OF THE CROSSING OF A COUNTY ROAD, 152
 MS0123'FEET NORTHWEST OF MILEPOLE 14, 68 FEET SOUTH OF THE WILLARD SIDING
 MS0123'SIGN, 14.0 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 45.0 FEET
 MS0123'NORTH OF THE NORTHWEST CORNER OF A TELEPHONE BOOTH, IN THE TOP OF A
 MS0123'RIGHT ANGLE TURN IN A CONCRETE RETAINING WALL FLUSH WITH THE GROUND,
 MS0123'AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0326 ***********************************************************************
 LN0326  DESIGNATION -  H 28
 LN0326  PID         -  LN0326
 LN0326  STATE/COUNTY-  UT/UINTAH
 LN0326  COUNTRY     -  US
 LN0326  USGS QUAD   -  DYER MOUNTAIN (2017)
 LN0326
 LN0326                         *CURRENT SURVEY CONTROL
 LN0326  ______________________________________________________________________
 LN0326* NAD 83(1986) POSITION- 40 41 59.     (N) 109 30 11.     (W)   SCALED
 LN0326* NAVD 88 ORTHO HEIGHT -  2565.383 (meters)     8416.59  (feet) ADJUSTED
 LN0326  ______________________________________________________________________
 LN0326  GEOID HEIGHT    -        -14.199 (meters)                     GEOID18
 LN0326  DYNAMIC HEIGHT  -       2562.786 (meters)     8408.07  (feet) COMP
 LN0326  MODELED GRAVITY -    979,518.5   (mgal)                       NAVD 88
 LN0326
 LN0326  VERT ORDER      -  FIRST     CLASS II
 LN0326
 LN0326.The horizontal coordinates were scaled from a map and have
 LN0326.an estimated accuracy of +/- 6 seconds.
 LN0326
 LN0326.The orthometric height was determined by differential leveling and
 LN0326.adjusted by the NATIONAL GEODETIC SURVEY
 LN0326.in June 1991.
 LN0326
 LN0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0326.GEOID18 height accuracy estimate available here.
 LN0326
 LN0326.Click photographs - Photos may exist for this station.
 LN0326
 LN0326.The dynamic height is computed by dividing the NAVD 88
 LN0326.geopotential number by the normal gravity value computed on the
 LN0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0326.degrees latitude (g = 980.6199 gals.).
 LN0326
 LN0326.The modeled gravity was interpolated from observed gravity values.
 LN0326
 LN0326;                    North         East    Units  Estimated Accuracy
 LN0326;SPC UT C     - 2,264,610.      668,760.      MT  (+/- 180 meters Scaled)
 LN0326
 LN0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL264065(NAD 83)
 LN0326
 LN0326                          SUPERSEDED SURVEY CONTROL
 LN0326
 LN0326  NGVD 29 (??/??/92) 2563.920  (m)         8411.79   (f) ADJ UNCH    1 2
 LN0326
 LN0326.Superseded values are not recommended for survey control.
 LN0326
 LN0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0326.See file dsdata.pdf to determine how the superseded data were derived.
 LN0326
 LN0326_MARKER: DB = BENCH MARK DISK
 LN0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0326_STAMPING: 8411.794 H 28 1933
 LN0326_MARK LOGO: CGS
 LN0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0326+STABILITY: SURFACE MOTION
 LN0326
 LN0326  HISTORY     - Date     Condition        Report By
 LN0326  HISTORY     - 1933     MONUMENTED       CGS
 LN0326  HISTORY     - 1949     GOOD             CGS
 LN0326  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0326
 LN0326                          STATION DESCRIPTION
 LN0326
 LN0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0326'24.2 MI N FROM VERNAL.
 LN0326'ABOUT 24.2 MILES NORTH ALONG STATE HIGHWAY 44 FROM VERNAL, UINTAH
 LN0326'COUNTY, ABOUT 1.3 MILES NORTH OF THE TRIANGLE JUNCTION OF THE SIDE
 LN0326'ROAD LEADING TO BOULLIONVILLE, ABOUT 1.0 MILE NORTH OF THE SUMMIT OF A
 LN0326'GRADE, ABOUT 1.1 MILES SOUTH OF LITTLE BRUSH CREEK, ABOUT 200 FEET
 LN0326'SOUTH OF A CUT, NEAR THE TOP OF A STEEP GRADE, AND ABOUT 27 FEET EAST
 LN0326'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 8411.794
 LN0326'H 28 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LN0326
 LN0326                          STATION RECOVERY (1949)
 LN0326
 LN0326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LN0326'RECOVERED IN GOOD CONDITION.
 LN0326
 LN0326                          STATION RECOVERY (1984)
 LN0326
 LN0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0326'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0027 ***********************************************************************
 HO0027  DESIGNATION -  H 28
 HO0027  PID         -  HO0027
 HO0027  STATE/COUNTY-  UT/GARFIELD
 HO0027  COUNTRY     -  US
 HO0027  USGS QUAD   -  WILSON PEAK (2017)
 HO0027
 HO0027                         *CURRENT SURVEY CONTROL
 HO0027  ______________________________________________________________________
 HO0027* NAD 83(1986) POSITION- 37 44 52.     (N) 112 19 23.     (W)   SCALED
 HO0027* NAVD 88 ORTHO HEIGHT -  2179.838 (meters)     7151.69  (feet) POSTED
 HO0027  ______________________________________________________________________
 HO0027  GEOID HEIGHT    -        -20.135 (meters)                     GEOID18
 HO0027  DYNAMIC HEIGHT  -       2177.12  (meters)     7142.8   (feet) COMP
 HO0027  MODELED GRAVITY -    979,306.6   (mgal)                       NAVD 88
 HO0027
 HO0027  VERT ORDER      -  * POSTED, SEE BELOW
 HO0027
 HO0027.The horizontal coordinates were scaled from a map and have
 HO0027.an estimated accuracy of +/- 6 seconds.
 HO0027
 HO0027.The orthometric height was determined by differential leveling
 HO0027.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0027
 HO0027.* This is a POSTED BENCH MARK height.
 HO0027
 HO0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0027.GEOID18 height accuracy estimate available here.
 HO0027
 HO0027.Click photographs - Photos may exist for this station.
 HO0027
 HO0027.The dynamic height is computed by dividing the NAVD 88
 HO0027.geopotential number by the normal gravity value computed on the
 HO0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0027.degrees latitude (g = 980.6199 gals.).
 HO0027
 HO0027.The modeled gravity was interpolated from observed gravity values.
 HO0027
 HO0027;                    North         East    Units  Estimated Accuracy
 HO0027;SPC UT S     - 3,120,310.      427,470.      MT  (+/- 180 meters Scaled)
 HO0027
 HO0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG834786(NAD 83)
 HO0027
 HO0027                          SUPERSEDED SURVEY CONTROL
 HO0027
 HO0027  NGVD 29 (??/??/92) 2178.44   (m)         7147.1    (f) COMPUTED    2 0
 HO0027
 HO0027.Superseded values are not recommended for survey control.
 HO0027
 HO0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0027.See file dsdata.pdf to determine how the superseded data were derived.
 HO0027
 HO0027_MARKER: DB = BENCH MARK DISK
 HO0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0027_STAMPING: 1931 H 28
 HO0027_MARK LOGO: USGS
 HO0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0027+STABILITY: SURFACE MOTION
 HO0027
 HO0027  HISTORY     - Date     Condition        Report By
 HO0027  HISTORY     - 1931     MONUMENTED       USGS
 HO0027  HISTORY     - 1934     GOOD             CGS
 HO0027  HISTORY     - 1964     MARK NOT FOUND   USGS
 HO0027
 HO0027                          STATION DESCRIPTION
 HO0027
 HO0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0027'10.0 MI SE FROM PANGUITCH.
 HO0027'10.0 MILES SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE COURTHOUSE AT
 HO0027'PANGUITCH, GARFIELD COUNTY, ABOUT 2.3 MILES WEST OF THE RED CANYON
 HO0027'SAWMILL, ABOUT 100 FEET WEST OF A DIM WOOD ROAD LEADING NORTH, AT A
 HO0027'CURVE, AND 30 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A UNITED
 HO0027'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1931 H 28 AND SET IN
 HO0027'THE TOP OF A CONCRETE POST.
 HO0027
 HO0027                          STATION RECOVERY (1964)
 HO0027
 HO0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 HO0027'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0210 ***********************************************************************
 HO0210  DESIGNATION -  H 28
 HO0210  PID         -  HO0210
 HO0210  STATE/COUNTY-  UT/IRON
 HO0210  COUNTRY     -  US
 HO0210  USGS QUAD   -  CEDAR CITY (2017)
 HO0210
 HO0210                         *CURRENT SURVEY CONTROL
 HO0210  ______________________________________________________________________
 HO0210* NAD 83(1986) POSITION- 37 37 41.82   (N) 113 06 45.15   (W)   HD_HELD1
 HO0210* NAVD 88 ORTHO HEIGHT -  1767.260 (meters)     5798.09  (feet) ADJUSTED
 HO0210  ______________________________________________________________________
 HO0210  GEOID HEIGHT    -        -21.554 (meters)                     GEOID18
 HO0210  DYNAMIC HEIGHT  -       1765.212 (meters)     5791.37  (feet) COMP
 HO0210  MODELED GRAVITY -    979,408.7   (mgal)                       NAVD 88
 HO0210
 HO0210  VERT ORDER      -  FIRST     CLASS II
 HO0210
 HO0210.The horizontal coordinates were determined by differentially corrected
 HO0210.hand held GPS observations or other comparable positioning techniques
 HO0210.and have an estimated accuracy of +/- 3 meters.
 HO0210
 HO0210.The orthometric height was determined by differential leveling and
 HO0210.adjusted by the NATIONAL GEODETIC SURVEY
 HO0210.in June 1991.
 HO0210
 HO0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0210.GEOID18 height accuracy estimate available here.
 HO0210
 HO0210.Click photographs - Photos may exist for this station.
 HO0210
 HO0210.The dynamic height is computed by dividing the NAVD 88
 HO0210.geopotential number by the normal gravity value computed on the
 HO0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0210.degrees latitude (g = 980.6199 gals.).
 HO0210
 HO0210.The modeled gravity was interpolated from observed gravity values.
 HO0210
 HO0210;                    North         East    Units  Estimated Accuracy
 HO0210;SPC UT S     - 3,107,950.4     357,668.0     MT  (+/- 3 meters HH1 GPS) 
 HO0210
 HO0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG1358166672(NAD 83)
 HO0210
 HO0210                          SUPERSEDED SURVEY CONTROL
 HO0210
 HO0210.No superseded survey control is available for this station.
 HO0210
 HO0210_MARKER: DD = SURVEY DISK
 HO0210_SETTING: 66 = SET IN ROCK OUTCROP
 HO0210_STAMPING: 5794 H 28 1928
 HO0210_MARK LOGO: USGS
 HO0210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0210+STABILITY: POSITION/ELEVATION WELL
 HO0210
 HO0210  HISTORY     - Date     Condition        Report By
 HO0210  HISTORY     - 1928     MONUMENTED       USGS
 HO0210  HISTORY     - 1984     GOOD             NGS
 HO0210
 HO0210                          STATION DESCRIPTION
 HO0210
 HO0210'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 HO0210'1.2 MI NE FROM HAMILTONS FORT.
 HO0210'ABOUT 1.2 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM HAMILTONS FORT,
 HO0210'IRON COUNTY, 43 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, WEST OF
 HO0210'A NORTH ANGLE, AND IN A LAVA OUTCROP. A UNITED STATES GEOLOGICAL
 HO0210'SURVEY STANDARD DISK, STAMPED H 28 1928.
 HO0210
 HO0210                          STATION RECOVERY (1984)
 HO0210
 HO0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HO0210'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.28 KM
 HO0210'(2.04 MI) SOUTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 HO0210'AT CEDAR CITY, THENCE 4.12 KM (2.56 MI) SOUTHWEST ALONG OLD US HIGHWAY
 HO0210'91, IN TOP OF THE SOUTH EDGE OF A 3 BY 5 FOOT LEDGE OF VOLCANIC
 HO0210'OUTCROP ON THE SLOPE OF A HILL, 61.8 METERS (203 FT) SOUTH OF THE
 HO0210'HIGHWAY CENTERLINE, 46.9 METERS (154 FT) NORTHEAST OF A POWER POLE,
 HO0210'48.1 METERS (158 FT) SOUTH OF A FENCE.
 HO0210'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 HO0210'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0119 ***********************************************************************
 MS0119  DESIGNATION -  H 29
 MS0119  PID         -  MS0119
 MS0119  STATE/COUNTY-  UT/BOX ELDER
 MS0119  COUNTRY     -  US
 MS0119  USGS QUAD   -  WILLARD (2017)
 MS0119
 MS0119                         *CURRENT SURVEY CONTROL
 MS0119  ______________________________________________________________________
 MS0119* NAD 83(1986) POSITION- 41 26 42.     (N) 112 03 07.     (W)   SCALED
 MS0119* NAVD 88 ORTHO HEIGHT -  1294.708 (meters)     4247.72  (feet) ADJUSTED
 MS0119  ______________________________________________________________________
 MS0119  GEOID HEIGHT    -        -16.280 (meters)                     GEOID18
 MS0119  DYNAMIC HEIGHT  -       1293.769 (meters)     4244.64  (feet) COMP
 MS0119  MODELED GRAVITY -    979,854.2   (mgal)                       NAVD 88
 MS0119
 MS0119  VERT ORDER      -  FIRST     CLASS II
 MS0119
 MS0119.The horizontal coordinates were scaled from a map and have
 MS0119.an estimated accuracy of +/- 6 seconds.
 MS0119
 MS0119.The orthometric height was determined by differential leveling and
 MS0119.adjusted by the NATIONAL GEODETIC SURVEY
 MS0119.in June 1991.
 MS0119
 MS0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0119.GEOID18 height accuracy estimate available here.
 MS0119
 MS0119.Click photographs - Photos may exist for this station.
 MS0119
 MS0119.The dynamic height is computed by dividing the NAVD 88
 MS0119.geopotential number by the normal gravity value computed on the
 MS0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0119.degrees latitude (g = 980.6199 gals.).
 MS0119
 MS0119.The modeled gravity was interpolated from observed gravity values.
 MS0119
 MS0119;                    North         East    Units  Estimated Accuracy
 MS0119;SPC UT N     - 1,123,600.      453,880.      MT  (+/- 180 meters Scaled)
 MS0119
 MS0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL121886(NAD 83)
 MS0119
 MS0119                          SUPERSEDED SURVEY CONTROL
 MS0119
 MS0119  NGVD 29 (??/??/92) 1293.72   (m)         4244.5    (f) COMPUTED    1 2
 MS0119
 MS0119.Superseded values are not recommended for survey control.
 MS0119
 MS0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0119.See file dsdata.pdf to determine how the superseded data were derived.
 MS0119
 MS0119_MARKER: DD = SURVEY DISK
 MS0119_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0119_SP_SET: CULVERT HEADWALL
 MS0119_STAMPING: H 29 1923
 MS0119_MARK LOGO: USGS
 MS0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0119+STABILITY: SURFACE MOTION
 MS0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0119+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2008
 MS0119
 MS0119  HISTORY     - Date     Condition        Report By
 MS0119  HISTORY     - 1923     MONUMENTED       USGS
 MS0119  HISTORY     - 1953     GOOD             CGS
 MS0119  HISTORY     - 20081115 GOOD             USFWS
 MS0119
 MS0119                          STATION DESCRIPTION
 MS0119
 MS0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0119'4.7 MI S FROM BRIGHAM CITY.
 MS0119'4.7 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MS0119'BRIGHAM CITY, 0.4 MILE NORTH OF MILEPOLE 16, AT THE CROSSING OF A
 MS0119'GRAVELED ROAD, AT 18-INCH CAST IRON PIPE CULVERT 16.41, IN THE TOP OF
 MS0119'THE APPROXIMATE CENTER OF THE SOUTHWEST CONCRETE WING WALL, 18.1 FEET
 MS0119'WEST OF THE WEST RAIL, 18 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 MS0119'AND ABOUT 5 FEET LOWER THAN THE TRACK.
 MS0119
 MS0119                          STATION RECOVERY (2008)
 MS0119
 MS0119'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2008 (RJA)
 MS0119'A SCREW OPERATED WATER VALVE IS 40 FEET WEST OF THE MARK.  THE CAP IS
 MS0119'BURIED JUST BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0023 ***********************************************************************
 HO0023  DESIGNATION -  H 29
 HO0023  PID         -  HO0023
 HO0023  STATE/COUNTY-  UT/GARFIELD
 HO0023  COUNTRY     -  US
 HO0023  USGS QUAD   -  WILSON PEAK (2017)
 HO0023
 HO0023                         *CURRENT SURVEY CONTROL
 HO0023  ______________________________________________________________________
 HO0023* NAD 83(1986) POSITION- 37 44 03.     (N) 112 17 04.     (W)   SCALED
 HO0023* NAVD 88 ORTHO HEIGHT -  2301.189 (meters)     7549.82  (feet) POSTED
 HO0023  ______________________________________________________________________
 HO0023  GEOID HEIGHT    -        -20.063 (meters)                     GEOID18
 HO0023  DYNAMIC HEIGHT  -       2298.29  (meters)     7540.3   (feet) COMP
 HO0023  MODELED GRAVITY -    979,286.2   (mgal)                       NAVD 88
 HO0023
 HO0023  VERT ORDER      -  * POSTED, SEE BELOW
 HO0023
 HO0023.The horizontal coordinates were scaled from a map and have
 HO0023.an estimated accuracy of +/- 6 seconds.
 HO0023
 HO0023.The orthometric height was determined by differential leveling
 HO0023.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0023
 HO0023.* This is a POSTED BENCH MARK height.
 HO0023
 HO0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0023.GEOID18 height accuracy estimate available here.
 HO0023
 HO0023.Click photographs - Photos may exist for this station.
 HO0023
 HO0023.The dynamic height is computed by dividing the NAVD 88
 HO0023.geopotential number by the normal gravity value computed on the
 HO0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0023.degrees latitude (g = 980.6199 gals.).
 HO0023
 HO0023.The modeled gravity was interpolated from observed gravity values.
 HO0023
 HO0023;                    North         East    Units  Estimated Accuracy
 HO0023;SPC UT S     - 3,118,770.      430,860.      MT  (+/- 180 meters Scaled)
 HO0023
 HO0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG868770(NAD 83)
 HO0023
 HO0023                          SUPERSEDED SURVEY CONTROL
 HO0023
 HO0023  NGVD 29 (??/??/92) 2299.76   (m)         7545.1    (f) COMPUTED    2 0
 HO0023
 HO0023.Superseded values are not recommended for survey control.
 HO0023
 HO0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0023.See file dsdata.pdf to determine how the superseded data were derived.
 HO0023
 HO0023_MARKER: DB = BENCH MARK DISK
 HO0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0023_STAMPING: 1931 H 29
 HO0023_MARK LOGO: USGS
 HO0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0023+STABILITY: SURFACE MOTION
 HO0023
 HO0023  HISTORY     - Date     Condition        Report By
 HO0023  HISTORY     - 1931     MONUMENTED       USGS
 HO0023  HISTORY     - 1934     GOOD             CGS
 HO0023  HISTORY     - 1964     MARK NOT FOUND   USGS
 HO0023
 HO0023                          STATION DESCRIPTION
 HO0023
 HO0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0023'7.9 MI NW FROM RUBYS INN.
 HO0023'7.9 MILES NORTHWEST ALONG STATE HIGHWAY 12 FROM THE JUNCTION WITH
 HO0023'STATE HIGHWAY 22 AT RUBYS INN, GARFIELD COUNTY, ABOUT 0.5 MILE EAST OF
 HO0023'THE RED CANYON SAWMILL, AT A CURVE, 27 FEET SOUTH OF THE CENTER LINE
 HO0023'OF THE HIGHWAY, AND IN LINE WITH A ROW OF POLES.  A UNITED STATES
 HO0023'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1931 H 29 AND SET IN THE TOP
 HO0023'OF A CONCRETE POST.
 HO0023
 HO0023                          STATION RECOVERY (1964)
 HO0023
 HO0023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 HO0023'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0476 ***********************************************************************
 LO0476  DESIGNATION -  H 2=4549
 LO0476  PID         -  LO0476
 LO0476  STATE/COUNTY-  UT/UTAH
 LO0476  COUNTRY     -  US
 LO0476  USGS QUAD   -  JORDAN NARROWS (2017)
 LO0476
 LO0476                         *CURRENT SURVEY CONTROL
 LO0476  ______________________________________________________________________
 LO0476* NAD 83(1986) POSITION- 40 24 59.3    (N) 111 53 17.9    (W)   HD_HELD2
 LO0476* NAVD 88 ORTHO HEIGHT -  1387.677 (meters)     4552.74  (feet) ADJUSTED
 LO0476  ______________________________________________________________________
 LO0476  GEOID HEIGHT    -        -17.263 (meters)                     GEOID18
 LO0476  DYNAMIC HEIGHT  -       1386.498 (meters)     4548.87  (feet) COMP
 LO0476  MODELED GRAVITY -    979,728.0   (mgal)                       NAVD 88
 LO0476
 LO0476  VERT ORDER      -  FIRST     CLASS II
 LO0476
 LO0476.The horizontal coordinates were established by autonomous hand held GPS
 LO0476.observations and have an estimated accuracy of +/- 10 meters.
 LO0476
 LO0476.The orthometric height was determined by differential leveling and
 LO0476.adjusted by the NATIONAL GEODETIC SURVEY
 LO0476.in June 1991.
 LO0476
 LO0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0476.GEOID18 height accuracy estimate available here.
 LO0476
 LO0476.Click photographs - Photos may exist for this station.
 LO0476
 LO0476.The dynamic height is computed by dividing the NAVD 88
 LO0476.geopotential number by the normal gravity value computed on the
 LO0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0476.degrees latitude (g = 980.6199 gals.).
 LO0476
 LO0476.The modeled gravity was interpolated from observed gravity values.
 LO0476
 LO0476;                    North         East    Units  Estimated Accuracy
 LO0476;SPC UT C     - 2,231,344.      467,045.      MT  (+/- 10 meters HH2 GPS)
 LO0476
 LO0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2463674362(NAD 83)
 LO0476
 LO0476                          SUPERSEDED SURVEY CONTROL
 LO0476
 LO0476  NGVD 29 (??/??/92) 1386.663  (m)         4549.41   (f) ADJ UNCH    1 2
 LO0476
 LO0476.Superseded values are not recommended for survey control.
 LO0476
 LO0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0476.See file dsdata.pdf to determine how the superseded data were derived.
 LO0476
 LO0476_MARKER: DD = SURVEY DISK
 LO0476_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0476_SP_SET: VIADUCT
 LO0476_STAMPING: 4549 H 2 1922
 LO0476_MARK LOGO: USGS
 LO0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0476+STABILITY: SURFACE MOTION
 LO0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LO0476+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2003
 LO0476
 LO0476  HISTORY     - Date     Condition        Report By
 LO0476  HISTORY     - 1922     MONUMENTED       USGS
 LO0476  HISTORY     - 1934     GOOD             CGS
 LO0476  HISTORY     - 20031107 GOOD             INDIV
 LO0476
 LO0476                          STATION DESCRIPTION
 LO0476
 LO0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0476'2.6 MI NW FROM LEHI.
 LO0476'2.6 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 LO0476'FROM LEHI, UTAH COUNTY, IN THE NORTHEAST CORNER OF THE CONCRETE
 LO0476'VIADUCT OVER THE SALT LAKE AND UTAH RAILROAD, AND 15 FEET NORTHEAST OF
 LO0476'THE CENTERLINE OF THE D. AND R.G.W.R.R. TRACK.  A UNITED STATES
 LO0476'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4549 H 2 1922 AND SET IN
 LO0476'CONCRETE.
 LO0476
 LO0476                          STATION RECOVERY (2003)
 LO0476
 LO0476'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RW)
 LO0476'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0215 ***********************************************************************
 HO0215  DESIGNATION -  H 3
 HO0215  PID         -  HO0215
 HO0215  STATE/COUNTY-  UT/IRON
 HO0215  COUNTRY     -  US
 HO0215  USGS QUAD   -  KANARRAVILLE (2017)
 HO0215
 HO0215                         *CURRENT SURVEY CONTROL
 HO0215  ______________________________________________________________________
 HO0215* NAD 83(1986) POSITION- 37 30 21.18   (N) 113 12 18.40   (W)   HD_HELD1
 HO0215* NAVD 88 ORTHO HEIGHT -  1641.791 (meters)     5386.44  (feet) ADJUSTED
 HO0215  ______________________________________________________________________
 HO0215  GEOID HEIGHT    -        -21.977 (meters)                     GEOID18
 HO0215  DYNAMIC HEIGHT  -       1639.915 (meters)     5380.29  (feet) COMP
 HO0215  MODELED GRAVITY -    979,429.8   (mgal)                       NAVD 88
 HO0215
 HO0215  VERT ORDER      -  FIRST     CLASS II
 HO0215
 HO0215.The horizontal coordinates were determined by differentially corrected
 HO0215.hand held GPS observations or other comparable positioning techniques
 HO0215.and have an estimated accuracy of +/- 3 meters.
 HO0215
 HO0215.The orthometric height was determined by differential leveling and
 HO0215.adjusted by the NATIONAL GEODETIC SURVEY
 HO0215.in June 1991.
 HO0215
 HO0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0215.GEOID18 height accuracy estimate available here.
 HO0215
 HO0215.Click photographs - Photos may exist for this station.
 HO0215
 HO0215.The dynamic height is computed by dividing the NAVD 88
 HO0215.geopotential number by the normal gravity value computed on the
 HO0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0215.degrees latitude (g = 980.6199 gals.).
 HO0215
 HO0215.The modeled gravity was interpolated from observed gravity values.
 HO0215
 HO0215;                    North         East    Units  Estimated Accuracy
 HO0215;SPC UT S     - 3,094,513.2     349,250.6     MT  (+/- 3 meters HH1 GPS) 
 HO0215
 HO0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG0509253278(NAD 83)
 HO0215
 HO0215                          SUPERSEDED SURVEY CONTROL
 HO0215
 HO0215.No superseded survey control is available for this station.
 HO0215
 HO0215_MARKER: DD = SURVEY DISK
 HO0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0215_STAMPING: H 3 1926
 HO0215_MARK LOGO: USGS
 HO0215_PROJECTION: PROJECTING 20 CENTIMETERS
 HO0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0215+STABILITY: SURFACE MOTION
 HO0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0215+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2012
 HO0215
 HO0215  HISTORY     - Date     Condition        Report By
 HO0215  HISTORY     - 1928     MONUMENTED       USGS
 HO0215  HISTORY     - 1984     GOOD             NGS
 HO0215  HISTORY     - 20120112 GOOD             GEOCAC
 HO0215
 HO0215                          STATION DESCRIPTION
 HO0215
 HO0215'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 HO0215'2.4 MI S FROM KANARRAVILLE.
 HO0215'ABOUT 2.4 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM KANARRAVILLE, IRON
 HO0215'COUNTY, 49 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 67 FEET SOUTH
 HO0215'OF A GATE, AND 1 FOOT EAST OF A FENCE LINE.  A UNITED STATES
 HO0215'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 3 1928 AND SET IN THE TOP
 HO0215'OF A CONCRETE POST.
 HO0215
 HO0215                          STATION RECOVERY (1984)
 HO0215
 HO0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HO0215'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.  3.97 KM
 HO0215'(2.47 MI) SOUTHWEST ALONG US HIGHWAY 91 FROM THE CHURCH OF
 HO0215'LATTER DAY SAINTS AT KANARRAVILLE, IN THE SOUTHWEST CORNER OF THE
 HO0215'INTERSECTION OF A DIM TRACK ROAD, 15.6 METERS (51 FT) NORTHWEST OF THE
 HO0215'HIGHWAY CENTERLINE, 26.7 METERS (87.5 FT) SOUTHWEST OF THE SOUTHWEST
 HO0215'ONE OF TWO LARGE TREES, 17.5 METERS (57.5 FT) SOUTHWEST OF THE
 HO0215'SOUTHWEST GATE POST FOR A WIRE GATE, 29.1 METERS (95.5 FT) NORTHEAST
 HO0215'OF A FENCE T JUNCTION AND 0.5 METER (1.5 FT) SOUTHEAST OF A FENCE.
 HO0215'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 HO0215'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HO0215
 HO0215                          STATION RECOVERY (2012)
 HO0215
 HO0215'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 HO0215'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0131 ***********************************************************************
 HO0131  DESIGNATION -  H 3
 HO0131  PID         -  HO0131
 HO0131  STATE/COUNTY-  UT/KANE
 HO0131  COUNTRY     -  US
 HO0131  USGS QUAD   -  WHITE TOWER (2017)
 HO0131
 HO0131                         *CURRENT SURVEY CONTROL
 HO0131  ______________________________________________________________________
 HO0131* NAD 83(1986) POSITION- 37 10 48.     (N) 112 37 28.     (W)   SCALED
 HO0131* NAVD 88 ORTHO HEIGHT -  1883.558 (meters)     6179.64  (feet) ADJUSTED
 HO0131  ______________________________________________________________________
 HO0131  GEOID HEIGHT    -        -21.813 (meters)                     GEOID18
 HO0131  DYNAMIC HEIGHT  -       1881.299 (meters)     6172.23  (feet) COMP
 HO0131  MODELED GRAVITY -    979,364.0   (mgal)                       NAVD 88
 HO0131
 HO0131  VERT ORDER      -  FIRST     CLASS II
 HO0131
 HO0131.The horizontal coordinates were scaled from a map and have
 HO0131.an estimated accuracy of +/- 6 seconds.
 HO0131
 HO0131.The orthometric height was determined by differential leveling and
 HO0131.adjusted by the NATIONAL GEODETIC SURVEY
 HO0131.in April 2014.
 HO0131
 HO0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0131.GEOID18 height accuracy estimate available here.
 HO0131
 HO0131.Click photographs - Photos may exist for this station.
 HO0131
 HO0131.The dynamic height is computed by dividing the NAVD 88
 HO0131.geopotential number by the normal gravity value computed on the
 HO0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0131.degrees latitude (g = 980.6199 gals.).
 HO0131
 HO0131.The modeled gravity was interpolated from observed gravity values.
 HO0131
 HO0131;                    North         East    Units  Estimated Accuracy
 HO0131;SPC UT S     - 3,057,570.      400,150.      MT  (+/- 180 meters Scaled)
 HO0131
 HO0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG557160(NAD 83)
 HO0131
 HO0131                          SUPERSEDED SURVEY CONTROL
 HO0131
 HO0131  NAVD 88 (??/??/92) 1883.580  (m)         6179.71   (f) SUPERSEDED  3 0
 HO0131  NGVD 29 (??/??/92) 1882.527  (m)         6176.26   (f) ADJ UNCH    1 2
 HO0131
 HO0131.Superseded values are not recommended for survey control.
 HO0131
 HO0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0131.See file dsdata.pdf to determine how the superseded data were derived.
 HO0131
 HO0131_MARKER: DB = BENCH MARK DISK
 HO0131_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HO0131_STAMPING: H 3 6176 1934
 HO0131_MARK LOGO: USGS
 HO0131_PROJECTION: PROJECTING 12 CENTIMETERS
 HO0131_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HO0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0131
 HO0131  HISTORY     - Date     Condition        Report By
 HO0131  HISTORY     - 19340130 MONUMENTED       USGS
 HO0131  HISTORY     - 1983     GOOD             NGS
 HO0131
 HO0131                          STATION DESCRIPTION
 HO0131
 HO0131'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (EEH)
 HO0131'11.8 MI NW FROM KANAB.
 HO0131'11.8 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM KANAB, KANE COUNTY, AT
 HO0131'THE CREST OF THE DIVIDE BETWEEN KANAB AND MOUNT CARMEL JUNCTION, 45
 HO0131'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTH OF A
 HO0131'POLE AND 5 FT SOUTH OF A SIGNPOST.  A UNITED STATES GEOLOGICAL SURVEY
 HO0131'DISK STAMPED H 3 1934 6176 AND SET IN THE TOP OF A CONCRETE POST.
 HO0131
 HO0131                          STATION RECOVERY (1983)
 HO0131
 HO0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0131'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1983-84.  NEW
 HO0131'DESCRIPTION FOLLOWS.  13.1 KM (8.2 MI) NORTHWEST ALONG US HIGHWAY 89
 HO0131'FROM THE CHURCH OF LATTER DAY SAINTS IN KANAB, THENCE 5.75 KM (3.6 MI)
 HO0131'NORTHWEST ALONG AN OLD HIGHWAY GRADE, AT THE CREST OF A GRADE, 12.5
 HO0131'METERS (41 FT) NORTH OF THE ROAD CENTER, 1.5 METERS (5 FT) SOUTH OF A
 HO0131'TELEPHONE POLE.
 HO0131'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 HO0131'THE MARK IS 0.3 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0152 ***********************************************************************
 HO0152  DESIGNATION -  H 3
 HO0152  PID         -  HO0152
 HO0152  STATE/COUNTY-  UT/WASHINGTON
 HO0152  COUNTRY     -  US
 HO0152  USGS QUAD   -  SPRINGDALE EAST (2017)
 HO0152
 HO0152                         *CURRENT SURVEY CONTROL
 HO0152  ______________________________________________________________________
 HO0152* NAD 83(1986) POSITION- 37 12 40.     (N) 112 57 00.     (W)   SCALED
 HO0152* NAVD 88 ORTHO HEIGHT -  1516.522 (meters)     4975.46  (feet) POSTED
 HO0152  ______________________________________________________________________
 HO0152  GEOID HEIGHT    -        -22.312 (meters)                     GEOID18
 HO0152  DYNAMIC HEIGHT  -       1514.80  (meters)     4969.8   (feet) COMP
 HO0152  MODELED GRAVITY -    979,442.8   (mgal)                       NAVD 88
 HO0152
 HO0152  VERT ORDER      -  * POSTED, SEE BELOW
 HO0152
 HO0152.The horizontal coordinates were scaled from a map and have
 HO0152.an estimated accuracy of +/- 6 seconds.
 HO0152
 HO0152.The orthometric height was determined by differential leveling
 HO0152.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0152
 HO0152.* This is a POSTED BENCH MARK height.
 HO0152
 HO0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0152.GEOID18 height accuracy estimate available here.
 HO0152
 HO0152.Click photographs - Photos may exist for this station.
 HO0152
 HO0152.The dynamic height is computed by dividing the NAVD 88
 HO0152.geopotential number by the normal gravity value computed on the
 HO0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0152.degrees latitude (g = 980.6199 gals.).
 HO0152
 HO0152.The modeled gravity was interpolated from observed gravity values.
 HO0152
 HO0152;                    North         East    Units  Estimated Accuracy
 HO0152;SPC UT S     - 3,061,420.      371,300.      MT  (+/- 180 meters Scaled)
 HO0152
 HO0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG269200(NAD 83)
 HO0152
 HO0152                          SUPERSEDED SURVEY CONTROL
 HO0152
 HO0152  NGVD 29 (??/??/92) 1515.547  (m)         4972.26   (f) ADJ UNCH    1 2
 HO0152
 HO0152.Superseded values are not recommended for survey control.
 HO0152
 HO0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0152.See file dsdata.pdf to determine how the superseded data were derived.
 HO0152
 HO0152_MARKER: DD = SURVEY DISK
 HO0152_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HO0152_SP_SET: SIDEWALK
 HO0152_STAMPING: H 3 1931
 HO0152_MARK LOGO: USGS
 HO0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0152
 HO0152  HISTORY     - Date     Condition        Report By
 HO0152  HISTORY     - 1931     MONUMENTED       USGS
 HO0152  HISTORY     - 1982     MARK NOT FOUND   NGS
 HO0152
 HO0152                          STATION DESCRIPTION
 HO0152
 HO0152'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HO0152'9.8 MI NE FROM ROCKVILLE.
 HO0152'9.8 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM ROCKVILLE, WASHINGTON
 HO0152'COUNTY, AT THE ZION HIGHWAY TUNNEL, AT WINDOW 3 FROM THE EAST PORTAL,
 HO0152'AND IN THE CENTER OF THE TOP OF THE CONCRETE SIDEWALK.  A UNITED
 HO0152'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 3 1931.
 HO0152
 HO0152                          STATION RECOVERY (1982)
 HO0152
 HO0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0152'NOT RECOVERED.  SIDEWALK BROKEN OFF.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0477 ***********************************************************************
 LO0477  DESIGNATION -  H 3
 LO0477  PID         -  LO0477
 LO0477  STATE/COUNTY-  UT/SALT LAKE
 LO0477  COUNTRY     -  US
 LO0477  USGS QUAD   -  JORDAN NARROWS (2017)
 LO0477
 LO0477                         *CURRENT SURVEY CONTROL
 LO0477  ______________________________________________________________________
 LO0477* NAD 83(2011) POSITION- 40 26 34.37564(N) 111 55 21.20771(W)   ADJUSTED
 LO0477* NAD 83(2011) ELLIP HT-  1353.643 (meters)        (03/09/23)   ADJUSTED
 LO0477* NAD 83(2011) EPOCH   -  2010.00
 LO0477* NAVD 88 ORTHO HEIGHT -  1370.827 (meters)     4497.45  (feet) ADJUSTED
 LO0477  ______________________________________________________________________
 LO0477  GEOID HEIGHT    -        -17.264 (meters)                     GEOID18
 LO0477  NAD 83(2011) X  - -1,815,235.821 (meters)                     COMP
 LO0477  NAD 83(2011) Y  - -4,510,408.896 (meters)                     COMP
 LO0477  NAD 83(2011) Z  -  4,116,412.995 (meters)                     COMP
 LO0477  LAPLACE CORR    -          0.20  (seconds)                    DEFLEC18
 LO0477  DYNAMIC HEIGHT  -       1369.675 (meters)     4493.68  (feet) COMP
 LO0477  MODELED GRAVITY -    979,737.8   (mgal)                       NAVD 88
 LO0477
 LO0477  VERT ORDER      -  FIRST     CLASS II
 LO0477
 LO0477  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LO0477  Standards:
 LO0477         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LO0477            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LO0477  -------------------------------------------------------------------
 LO0477  NETWORK    1.50   2.02           0.70   0.49   1.03      0.04729127
 LO0477  -------------------------------------------------------------------
 LO0477  Click here for local accuracies and other accuracy information.
 LO0477
 LO0477.The horizontal coordinates were established by GPS observations
 LO0477.and adjusted by the WOOLPERT CONSULTANTS in March 2023.
 LO0477
 LO0477.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LO0477.been affixed to the stable North American tectonic plate. See 
 LO0477.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LO0477
 LO0477.The horizontal coordinates are valid at the epoch date displayed above
 LO0477.which is a decimal equivalence of Year/Month/Day.
 LO0477
 LO0477.The orthometric height was determined by differential leveling and
 LO0477.adjusted by the NATIONAL GEODETIC SURVEY
 LO0477.in June 1991.
 LO0477
 LO0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0477.GEOID18 height accuracy estimate available here.
 LO0477
 LO0477.Click photographs - Photos may exist for this station.
 LO0477
 LO0477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LO0477
 LO0477.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0477
 LO0477.The ellipsoidal height was determined by GPS observations
 LO0477.and is referenced to NAD 83.
 LO0477
 LO0477.The dynamic height is computed by dividing the NAVD 88
 LO0477.geopotential number by the normal gravity value computed on the
 LO0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0477.degrees latitude (g = 980.6199 gals.).
 LO0477
 LO0477.The modeled gravity was interpolated from observed gravity values.
 LO0477
 LO0477. The following values were computed from the NAD 83(2011) position.
 LO0477
 LO0477;                    North         East     Units Scale Factor Converg.
 LO0477;SPC UT C     - 2,234,289.424   464,152.113   MT  0.99995505   -0 16 14.5
 LO0477;SPC UT C     - 7,330,331.22  1,522,805.72   sFT  0.99995505   -0 16 14.5
 LO0477;UTM  12      - 4,477,323.308   421,761.325   MT  0.99967535   -0 35 54.5
 LO0477
 LO0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0477!SPC UT C     -   0.99978770  x   0.99995505  =   0.99974276
 LO0477!UTM  12      -   0.99978770  x   0.99967535  =   0.99946312
 LO0477
 LO0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2176177323(NAD 83)
 LO0477
 LO0477                          SUPERSEDED SURVEY CONTROL
 LO0477
 LO0477  NGVD 29 (??/??/92) 1369.815  (m)         4494.13   (f) ADJ UNCH    1 2
 LO0477
 LO0477.Superseded values are not recommended for survey control.
 LO0477
 LO0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0477.See file dsdata.pdf to determine how the superseded data were derived.
 LO0477
 LO0477_MARKER: DD = SURVEY DISK
 LO0477_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 LO0477_SP_SET: DAM
 LO0477_STAMPING: H 3 1922
 LO0477_MARK LOGO: USGS
 LO0477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0477+STABILITY: POSITION/ELEVATION WELL
 LO0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0477+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2021
 LO0477
 LO0477  HISTORY     - Date     Condition        Report By
 LO0477  HISTORY     - 1922     MONUMENTED       USGS
 LO0477  HISTORY     - 1934     GOOD             CGS
 LO0477  HISTORY     - 20060817 GOOD             GEOCAC
 LO0477  HISTORY     - 20211002 GOOD             WOOLPT
 LO0477
 LO0477                          STATION DESCRIPTION
 LO0477
 LO0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0477'6.5 MI SE FROM RIVERTON.
 LO0477'ABOUT 6-1/2 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 LO0477'RAILROAD FROM RIVERTON, SALT LAKE COUNTY, ABOUT 1/4 MILE NORTHWEST OF
 LO0477'MILEPOST 722, IN THE EAST END OF THE RECLAMATION SERVICE DIVERSION DAM
 LO0477'OVER JORDAN RIVER, AND ABOUT 125 FEET WEST OF THE TRACK.  A UNITED
 LO0477'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 3 1922.
 LO0477
 LO0477                          STATION RECOVERY (2006)
 LO0477
 LO0477'RECOVERY NOTE BY GEOCACHING 2006
 LO0477'FOUND IN GOOD CONDITION.
 LO0477'
 LO0477'GIVEN COORDINATES WERE OFF BY ABOUT 170 FEET. BETTER ONES=
 LO0477'N 40D 26.573'
 LO0477'W 111D 55.354'
 LO0477
 LO0477                          STATION RECOVERY (2021)
 LO0477
 LO0477'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2021 (ZJH)
 LO0477'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH OF SARATOGA
 LO0477'SPRINGS, 6.5 MI (10.4 KM) SOUTH-SOUTHWEST OF DRAPER AND 5.2 MI (8.4
 LO0477'KM) NORTHWEST OF LEHI, IN BLUFFDALE.  OWNERSHIP--UTAH LAKE WATER USERS
 LO0477'ASSOCIATION, 1145 W JORDAN NARROWS ROAD, BLUFFDALE, UT 84065.
 LO0477'
 LO0477'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 15 AND STATE
 LO0477'ROUTE 194 (EXIT 282), GO WEST ON ROUTE 194 FOR 2.9 MI (4.7 KM) TO A
 LO0477'HIGHWAY INTERSECTION.  TURN RIGHT AND GO NORTH-NORTHWEST ON STATE
 LO0477'ROUTE 68 (REDWOOD ROAD) FOR 2.1 MI (3.4 KM) TO A PAVED ROAD RIGHT,
 LO0477'IMMEDIATELY NORTH OF THE UTAH VETERANS CEMETERY.  TURN RIGHT AND
 LO0477'FOLLOW JORDAN NARROWS ROAD WESTERLY FOR 0.7 MI (1.1 KM) TO A GATE.
 LO0477'PERMISSION TO ACCESS THE DAM MAY BE OBTAINED FROM THE OPERATOR AT 1145
 LO0477'W JORDAN NARRORWS ROAD.  TURN LEFT THROUGH THE GATE AND GO NORTHEAST
 LO0477'200 FT (61.0 M) ACROSS A BRIDGE OVER A DAM.  ON FOOT, TURN RIGHT AND
 LO0477'GO SOUTHEAST FOR 95 FT (29.0 M) ON THE TOP OF A DAM TO THE STATION.
 LO0477'
 LO0477'THE DISK IS SET IN THE TOP OF THE CONCRETE DAM.  IT IS 6 FT (1.8 M)
 LO0477'EAST OF A GATE LIFT, 3 FT (0.9 M) NORTHEAST OF A STEEL GATE POST AND 1
 LO0477'FT (0.3 M) WEST OF THE END OF THE DAM.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0070 ***********************************************************************
 KO0070  DESIGNATION -  H 3
 KO0070  PID         -  KO0070
 KO0070  STATE/COUNTY-  UT/TOOELE
 KO0070  COUNTRY     -  US
 KO0070  USGS QUAD   -  SABIE MOUNTAIN (2017)
 KO0070
 KO0070                         *CURRENT SURVEY CONTROL
 KO0070  ______________________________________________________________________
 KO0070* NAD 83(1986) POSITION- 39 58 49.     (N) 112 15 55.     (W)   SCALED
 KO0070* NAVD 88 ORTHO HEIGHT -  1822.675 (meters)     5979.89  (feet) POSTED
 KO0070  ______________________________________________________________________
 KO0070  GEOID HEIGHT    -        -17.766 (meters)                     GEOID18
 KO0070  DYNAMIC HEIGHT  -       1820.93  (meters)     5974.2   (feet) COMP
 KO0070  MODELED GRAVITY -    979,605.5   (mgal)                       NAVD 88
 KO0070
 KO0070  VERT ORDER      -  * POSTED, SEE BELOW
 KO0070
 KO0070.The horizontal coordinates were scaled from a map and have
 KO0070.an estimated accuracy of +/- 6 seconds.
 KO0070
 KO0070.The orthometric height was determined by differential leveling
 KO0070.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KO0070
 KO0070.* This is a POSTED BENCH MARK height.
 KO0070
 KO0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0070.GEOID18 height accuracy estimate available here.
 KO0070
 KO0070.Click photographs - Photos may exist for this station.
 KO0070
 KO0070.The dynamic height is computed by dividing the NAVD 88
 KO0070.geopotential number by the normal gravity value computed on the
 KO0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0070.degrees latitude (g = 980.6199 gals.).
 KO0070
 KO0070.The modeled gravity was interpolated from observed gravity values.
 KO0070
 KO0070;                    North         East    Units  Estimated Accuracy
 KO0070;SPC UT C     - 2,183,120.      434,640.      MT  (+/- 180 meters Scaled)
 KO0070
 KO0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK919263(NAD 83)
 KO0070
 KO0070                          SUPERSEDED SURVEY CONTROL
 KO0070
 KO0070.No superseded survey control is available for this station.
 KO0070
 KO0070_MARKER: Q = CHISELED SQUARE
 KO0070_SETTING: 0 = UNSPECIFIED SETTING
 KO0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0070
 KO0070  HISTORY     - Date     Condition        Report By
 KO0070  HISTORY     - 1908     MONUMENTED       CGS
 KO0070  HISTORY     - 1949     GOOD             CGS
 KO0070  HISTORY     - 1970     MARK NOT FOUND   NGS
 KO0070
 KO0070                          STATION DESCRIPTION
 KO0070
 KO0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KO0070'1.0 MI N FROM BOULTER.
 KO0070'ABOUT 1.0 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM BOULTER,
 KO0070'TOOELE COUNTY, OPPOSITE THE ONE MILE TO BOULTER SIGN, ABOUT 35 FEET
 KO0070'EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE
 KO0070'GRADE.  THE BOTTOM OF 4 SQUARE HOLE IN A HORIZONTAL SURFACE.
 KO0070
 KO0070                          STATION RECOVERY (1970)
 KO0070
 KO0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KO0070'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0116 ***********************************************************************
 MS0116  DESIGNATION -  H 30
 MS0116  PID         -  MS0116
 MS0116  STATE/COUNTY-  UT/BOX ELDER
 MS0116  COUNTRY     -  US
 MS0116  USGS QUAD   -  WILLARD (2017)
 MS0116
 MS0116                         *CURRENT SURVEY CONTROL
 MS0116  ______________________________________________________________________
 MS0116* NAD 83(1986) POSITION- 41 28 53.     (N) 112 02 42.     (W)   SCALED
 MS0116* NAVD 88 ORTHO HEIGHT -  1294.444 (meters)     4246.85  (feet) ADJUSTED
 MS0116  ______________________________________________________________________
 MS0116  GEOID HEIGHT    -        -16.189 (meters)                     GEOID18
 MS0116  DYNAMIC HEIGHT  -       1293.512 (meters)     4243.80  (feet) COMP
 MS0116  MODELED GRAVITY -    979,858.5   (mgal)                       NAVD 88
 MS0116
 MS0116  VERT ORDER      -  FIRST     CLASS II
 MS0116
 MS0116.The horizontal coordinates were scaled from a map and have
 MS0116.an estimated accuracy of +/- 6 seconds.
 MS0116
 MS0116.The orthometric height was determined by differential leveling and
 MS0116.adjusted by the NATIONAL GEODETIC SURVEY
 MS0116.in June 1991.
 MS0116
 MS0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0116.GEOID18 height accuracy estimate available here.
 MS0116
 MS0116.Click photographs - Photos may exist for this station.
 MS0116
 MS0116.The dynamic height is computed by dividing the NAVD 88
 MS0116.geopotential number by the normal gravity value computed on the
 MS0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0116.degrees latitude (g = 980.6199 gals.).
 MS0116
 MS0116.The modeled gravity was interpolated from observed gravity values.
 MS0116
 MS0116;                    North         East    Units  Estimated Accuracy
 MS0116;SPC UT N     - 1,127,640.      454,480.      MT  (+/- 180 meters Scaled)
 MS0116
 MS0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL127927(NAD 83)
 MS0116
 MS0116                          SUPERSEDED SURVEY CONTROL
 MS0116
 MS0116  NGVD 29 (??/??/92) 1293.451  (m)         4243.60   (f) ADJ UNCH    1 2
 MS0116
 MS0116.Superseded values are not recommended for survey control.
 MS0116
 MS0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0116.See file dsdata.pdf to determine how the superseded data were derived.
 MS0116
 MS0116_MARKER: DB = BENCH MARK DISK
 MS0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0116_STAMPING: H 30 1923
 MS0116_MARK LOGO: CGS
 MS0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0116+STABILITY: SURFACE MOTION
 MS0116
 MS0116  HISTORY     - Date     Condition        Report By
 MS0116  HISTORY     - 1923     MONUMENTED       USGS
 MS0116  HISTORY     - 1953     GOOD             CGS
 MS0116
 MS0116                          STATION DESCRIPTION
 MS0116
 MS0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0116'2.1 MI S FROM BRIGHAM CITY.
 MS0116'2.1 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MS0116'BRIGHAM CITY, 218 FEET SOUTH OF MILEPOLE 19, 0.3 MILE SOUTH OF THE
 MS0116'CROSSING OF A FARM ROAD, 153.8 FEET NORTH OF THE CENTER OF THE EAST
 MS0116'END OF 30-INCH CAST IRON PIPE CULVERT 18.93, 50.3 FEET EAST OF THE
 MS0116'EAST RAIL, 39.2 FEET SOUTH OF THE SOUTH END OF A WOODEN GATE, 2.8 FEET
 MS0116'EAST OF A FENCE, 0.9 FOOT SOUTH OF A WITNESS POST, ABOUT 2 FEET LOWER
 MS0116'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 MS0116'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0208 ***********************************************************************
 HO0208  DESIGNATION -  H 30
 HO0208  PID         -  HO0208
 HO0208  STATE/COUNTY-  UT/IRON
 HO0208  COUNTRY     -  US
 HO0208  USGS QUAD   -  CEDAR CITY (2017)
 HO0208
 HO0208                         *CURRENT SURVEY CONTROL
 HO0208  ______________________________________________________________________
 HO0208* NAD 83(1986) POSITION- 37 40 42.00   (N) 113 03 42.81   (W)   HD_HELD1
 HO0208* NAVD 88 ORTHO HEIGHT -  1779.132 (meters)     5837.04  (feet) ADJUSTED
 HO0208  ______________________________________________________________________
 HO0208  GEOID HEIGHT    -        -21.351 (meters)                     GEOID18
 HO0208  DYNAMIC HEIGHT  -       1777.082 (meters)     5830.31  (feet) COMP
 HO0208  MODELED GRAVITY -    979,414.5   (mgal)                       NAVD 88
 HO0208
 HO0208  VERT ORDER      -  FIRST     CLASS II
 HO0208
 HO0208.The horizontal coordinates were determined by differentially corrected
 HO0208.hand held GPS observations or other comparable positioning techniques
 HO0208.and have an estimated accuracy of +/- 3 meters.
 HO0208
 HO0208.The orthometric height was determined by differential leveling and
 HO0208.adjusted by the NATIONAL GEODETIC SURVEY
 HO0208.in June 1991.
 HO0208
 HO0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0208.GEOID18 height accuracy estimate available here.
 HO0208
 HO0208.Click photographs - Photos may exist for this station.
 HO0208
 HO0208.The dynamic height is computed by dividing the NAVD 88
 HO0208.geopotential number by the normal gravity value computed on the
 HO0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0208.degrees latitude (g = 980.6199 gals.).
 HO0208
 HO0208.The modeled gravity was interpolated from observed gravity values.
 HO0208
 HO0208;                    North         East    Units  Estimated Accuracy
 HO0208;SPC UT S     - 3,113,428.5     362,231.0     MT  (+/- 3 meters HH1 GPS) 
 HO0208
 HO0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG1817372126(NAD 83)
 HO0208
 HO0208                          SUPERSEDED SURVEY CONTROL
 HO0208
 HO0208.No superseded survey control is available for this station.
 HO0208
 HO0208_MARKER: DD = SURVEY DISK
 HO0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HO0208_SP_SET: BUILDING
 HO0208_STAMPING: 5833 H 30 1928
 HO0208_MARK LOGO: USGS
 HO0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HO0208+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2018
 HO0208
 HO0208  HISTORY     - Date     Condition        Report By
 HO0208  HISTORY     - 1928     MONUMENTED       USGS
 HO0208  HISTORY     - 1984     GOOD             NGS
 HO0208  HISTORY     - 20140810 GOOD             GEOCAC
 HO0208  HISTORY     - 201706   GOOD             USPSQD
 HO0208  HISTORY     - 20180609 GOOD             NGS
 HO0208
 HO0208                          STATION DESCRIPTION
 HO0208
 HO0208'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 HO0208'IN CEDAR CITY.
 HO0208'AT CEDAR CITY, IRON COUNTY, ON THE WEST SIDE OF MAIN STREET, IN THE
 HO0208'FRONT WALL OF THE BANK OF SOUTHERN UTAH, 15 FEET SOUTH OF THE
 HO0208'NORTHEAST CORNER, 1 FOOT NORTH OF THE ENTRANCE, AND ABOUT 2 FEET ABOVE
 HO0208'THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 HO0208'H 30 1928 AND SET VERTICALLY.  NOTE-- DESCRIPTION SHOULD BE CHANGED TO
 HO0208'----, IN THE FRONT WALL OF THE FIRST SECURITY BANK, 15 FEET SOUTH.
 HO0208
 HO0208                          STATION RECOVERY (1984)
 HO0208
 HO0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HO0208'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.  IN
 HO0208'CEDAR CITY, VERTICALLY IN THE SECOND ONE SOUTH OF THE NORTH ONE OF
 HO0208'FOUR STONE PILLARS CONNECTED TO THE EAST FACE OF THE FIRST SECURITY
 HO0208'BANK, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF MAIN STREET AND
 HO0208'HARDING AVENUE, 4.4 METERS (14.5 FT) WEST OF THE WEST CURB OF MAIN
 HO0208'STREET, 12.4 METERS (40.5 FT) SOUTH OF THE CENTER OF HARDING AVENUE,
 HO0208'4.6 METERS (15 FT) SOUTH OF THE NORTHEAST CORNER OF THE BUILDING AND
 HO0208'1.4 METERS (4 FT) NORTH OF THE CENTER OF THE EAST ENTRANCE.
 HO0208'THE MARK IS 0.65 M ABOVE THE SIDEWALK.
 HO0208
 HO0208                          STATION RECOVERY (2014)
 HO0208
 HO0208'RECOVERY NOTE BY GEOCACHING 2014 (LPC)
 HO0208'RECOVERED IN GOOD CONDITION.
 HO0208
 HO0208                          STATION RECOVERY (2017)
 HO0208
 HO0208'RECOVERY NOTE BY US POWER SQUADRON 2017 (GDS)
 HO0208'RECOVERED IN GOOD CONDITION.
 HO0208
 HO0208                          STATION RECOVERY (2018)
 HO0208
 HO0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 HO0208'NOW WELLS FARGO BANK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0020 ***********************************************************************
 HO0020  DESIGNATION -  H 30
 HO0020  PID         -  HO0020
 HO0020  STATE/COUNTY-  UT/GARFIELD
 HO0020  COUNTRY     -  US
 HO0020  USGS QUAD   -  BRYCE CANYON (2017)
 HO0020
 HO0020                         *CURRENT SURVEY CONTROL
 HO0020  ______________________________________________________________________
 HO0020* NAD 83(1986) POSITION- 37 43 01.23   (N) 112 14 03.48   (W)   HD_HELD1
 HO0020* NAVD 88 ORTHO HEIGHT -  2378.588 (meters)     7803.75  (feet) POSTED
 HO0020  ______________________________________________________________________
 HO0020  GEOID HEIGHT    -        -20.028 (meters)                     GEOID18
 HO0020  DYNAMIC HEIGHT  -       2375.56  (meters)     7793.8   (feet) COMP
 HO0020  MODELED GRAVITY -    979,269.9   (mgal)                       NAVD 88
 HO0020
 HO0020  VERT ORDER      -  * POSTED, SEE BELOW
 HO0020
 HO0020.The horizontal coordinates were determined by differentially corrected
 HO0020.hand held GPS observations or other comparable positioning techniques
 HO0020.and have an estimated accuracy of +/- 3 meters.
 HO0020
 HO0020.The orthometric height was determined by differential leveling
 HO0020.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0020
 HO0020.* This is a POSTED BENCH MARK height.
 HO0020
 HO0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0020.GEOID18 height accuracy estimate available here.
 HO0020
 HO0020.Click photographs - Photos may exist for this station.
 HO0020
 HO0020.The dynamic height is computed by dividing the NAVD 88
 HO0020.geopotential number by the normal gravity value computed on the
 HO0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0020.degrees latitude (g = 980.6199 gals.).
 HO0020
 HO0020.The modeled gravity was interpolated from observed gravity values.
 HO0020
 HO0020;                    North         East    Units  Estimated Accuracy
 HO0020;SPC UT S     - 3,116,824.5     435,261.3     MT  (+/- 3 meters HH1 GPS) 
 HO0020
 HO0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG9121475134(NAD 83)
 HO0020
 HO0020                          SUPERSEDED SURVEY CONTROL
 HO0020
 HO0020  NGVD 29 (??/??/92) 2377.136  (m)         7798.99   (f) ADJ UNCH    2 0
 HO0020
 HO0020.Superseded values are not recommended for survey control.
 HO0020
 HO0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0020.See file dsdata.pdf to determine how the superseded data were derived.
 HO0020
 HO0020_MARKER: DB = BENCH MARK DISK
 HO0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0020_STAMPING: 1931 H 30 7799
 HO0020_MARK LOGO: USGS
 HO0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0020+STABILITY: SURFACE MOTION
 HO0020
 HO0020  HISTORY     - Date     Condition        Report By
 HO0020  HISTORY     - 1931     MONUMENTED       USGS
 HO0020  HISTORY     - 1934     GOOD             CGS
 HO0020
 HO0020                          STATION DESCRIPTION
 HO0020
 HO0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0020'4.8 MI NW FROM RUBYS INN.
 HO0020'4.8 MILES NORTHWEST ALONG STATE HIGHWAY 12 FROM THE JUNCTION WITH
 HO0020'STATE HIGHWAY 22 AT RUBYS INN, GARFIELD COUNTY, ON A TIMBERED HILL, AT
 HO0020'THE SUMMIT 27 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 21 FEET
 HO0020'NORTH OF A ROW OF POLES, AND BETWEEN A PINE TREE AND A CEDAR TREE. A
 HO0020'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1931 H 30 AND
 HO0020'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0258 ***********************************************************************
 JN0258  DESIGNATION -  H 30
 JN0258  PID         -  JN0258
 JN0258  STATE/COUNTY-  UT/SEVIER
 JN0258  COUNTRY     -  US
 JN0258  USGS QUAD   -  BURRVILLE (2017)
 JN0258
 JN0258                         *CURRENT SURVEY CONTROL
 JN0258  ______________________________________________________________________
 JN0258* NAD 83(1986) POSITION- 38 34 15.     (N) 111 51 25.     (W)   SCALED
 JN0258* NAVD 88 ORTHO HEIGHT -  2130.350 (meters)     6989.32  (feet) ADJUSTED
 JN0258  ______________________________________________________________________
 JN0258  GEOID HEIGHT    -        -17.760 (meters)                     GEOID18
 JN0258  DYNAMIC HEIGHT  -       2127.892 (meters)     6981.26  (feet) COMP
 JN0258  MODELED GRAVITY -    979,398.3   (mgal)                       NAVD 88
 JN0258
 JN0258  VERT ORDER      -  FIRST     CLASS II
 JN0258
 JN0258.The horizontal coordinates were scaled from a map and have
 JN0258.an estimated accuracy of +/- 6 seconds.
 JN0258
 JN0258.The orthometric height was determined by differential leveling and
 JN0258.adjusted by the NATIONAL GEODETIC SURVEY
 JN0258.in June 1991.
 JN0258
 JN0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0258.GEOID18 height accuracy estimate available here.
 JN0258
 JN0258.Click photographs - Photos may exist for this station.
 JN0258
 JN0258.The dynamic height is computed by dividing the NAVD 88
 JN0258.geopotential number by the normal gravity value computed on the
 JN0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0258.degrees latitude (g = 980.6199 gals.).
 JN0258
 JN0258.The modeled gravity was interpolated from observed gravity values.
 JN0258
 JN0258;                    North         East    Units  Estimated Accuracy
 JN0258;SPC UT C     - 2,026,430.      468,890.      MT  (+/- 180 meters Scaled)
 JN0258
 JN0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH253695(NAD 83)
 JN0258
 JN0258                          SUPERSEDED SURVEY CONTROL
 JN0258
 JN0258  NGVD 29 (??/??/92) 2129.039  (m)         6985.02   (f) ADJ UNCH    1 2
 JN0258
 JN0258.Superseded values are not recommended for survey control.
 JN0258
 JN0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0258.See file dsdata.pdf to determine how the superseded data were derived.
 JN0258
 JN0258_MARKER: DB = BENCH MARK DISK
 JN0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0258_STAMPING: H 30 1934
 JN0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0258+STABILITY: SURFACE MOTION
 JN0258
 JN0258  HISTORY     - Date     Condition        Report By
 JN0258  HISTORY     - 1934     MONUMENTED       CGS
 JN0258  HISTORY     - 1934     GOOD             CGS
 JN0258
 JN0258                          STATION DESCRIPTION
 JN0258
 JN0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0258'22.0 MI W FROM LOA.
 JN0258'IN SEVIER COUNTY, 22.0 MILES WEST ALONG STATE HIGHWAY 24 FROM THE LOA
 JN0258'MERCANTILE CO. STORE AT LOA, WAYNE COUNTY, 66 FEET NORTHWEST OF THE
 JN0258'JUNCTION OF A ROAD LEADING TO BURRVILLE, 72 FEET NORTHWEST OF THE
 JN0258'CENTER OF A U-CURVE IN THE HIGHWAY, AND 30 FEET NORTHEAST OF A 2-BY
 JN0258'2-FOOT WOODEN-BOX CULVERT UNDER THE ROAD.  A STANDARD DISK, STAMPED H
 JN0258'30 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0017 ***********************************************************************
 HO0017  DESIGNATION -  H 31
 HO0017  PID         -  HO0017
 HO0017  STATE/COUNTY-  UT/GARFIELD
 HO0017  COUNTRY     -  US
 HO0017  USGS QUAD   -  BRYCE CANYON (2017)
 HO0017
 HO0017                         *CURRENT SURVEY CONTROL
 HO0017  ______________________________________________________________________
 HO0017* NAD 83(1986) POSITION- 37 41 53.     (N) 112 11 00.     (W)   SCALED
 HO0017* NAVD 88 ORTHO HEIGHT -  2322.316 (meters)     7619.13  (feet) ADJUSTED
 HO0017  ______________________________________________________________________
 HO0017  GEOID HEIGHT    -        -20.046 (meters)                     GEOID18
 HO0017  DYNAMIC HEIGHT  -       2319.374 (meters)     7609.48  (feet) COMP
 HO0017  MODELED GRAVITY -    979,279.5   (mgal)                       NAVD 88
 HO0017
 HO0017  VERT ORDER      -  SECOND    CLASS 0
 HO0017
 HO0017.The horizontal coordinates were scaled from a map and have
 HO0017.an estimated accuracy of +/- 6 seconds.
 HO0017
 HO0017.The orthometric height was determined by differential leveling and
 HO0017.adjusted by the NATIONAL GEODETIC SURVEY
 HO0017.in June 1991.
 HO0017
 HO0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0017.GEOID18 height accuracy estimate available here.
 HO0017
 HO0017.Click photographs - Photos may exist for this station.
 HO0017
 HO0017.The dynamic height is computed by dividing the NAVD 88
 HO0017.geopotential number by the normal gravity value computed on the
 HO0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0017.degrees latitude (g = 980.6199 gals.).
 HO0017
 HO0017.The modeled gravity was interpolated from observed gravity values.
 HO0017
 HO0017;                    North         East    Units  Estimated Accuracy
 HO0017;SPC UT S     - 3,114,690.      439,740.      MT  (+/- 180 meters Scaled)
 HO0017
 HO0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG956729(NAD 83)
 HO0017
 HO0017                          SUPERSEDED SURVEY CONTROL
 HO0017
 HO0017  NGVD 29 (??/??/92) 2320.891  (m)         7614.46   (f) ADJ UNCH    2 0
 HO0017
 HO0017.Superseded values are not recommended for survey control.
 HO0017
 HO0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0017.See file dsdata.pdf to determine how the superseded data were derived.
 HO0017
 HO0017_MARKER: DB = BENCH MARK DISK
 HO0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0017_STAMPING: H 31 1931 7615
 HO0017_MARK LOGO: USGS
 HO0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0017+STABILITY: SURFACE MOTION
 HO0017
 HO0017  HISTORY     - Date     Condition        Report By
 HO0017  HISTORY     - 1931     MONUMENTED       USGS
 HO0017  HISTORY     - 1963     GOOD             CGS
 HO0017
 HO0017                          STATION DESCRIPTION
 HO0017
 HO0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0017'9.35 MI NW FROM TROPIC.
 HO0017'7.7 MILES NORTHWEST ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT
 HO0017'TROPIC, THENCE 1.65 MILES WEST ALONG STATE HIGHWAY 12, 1.65 MILES WEST
 HO0017'OF THE JUNCTION OF STATE HIGHWAY 54 AND 22, 51 FEET NORTHEAST OF THE
 HO0017'CENTER OF THE JUNCTION OF A DIRT ROAD NORTH, 39 FEET NORTH OF THE
 HO0017'CENTER LINE OF THE HIGHWAY, 35 FEET EAST OF THE CENTER LINE OF THE
 HO0017'ROAD, 2.0 FEET SOUTH OF A FENCE, 3.0 FEET NORTH OF A WITNESS POST,
 HO0017'ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 HO0017'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0015 ***********************************************************************
 JO0015  DESIGNATION -  H 31
 JO0015  PID         -  JO0015
 JO0015  STATE/COUNTY-  UT/SEVIER
 JO0015  COUNTRY     -  US
 JO0015  USGS QUAD   -  ELSINORE (2017)
 JO0015
 JO0015                         *CURRENT SURVEY CONTROL
 JO0015  ______________________________________________________________________
 JO0015* NAD 83(1986) POSITION- 38 39 04.30   (N) 112 10 44.10   (W)   HD_HELD1
 JO0015* NAVD 88 ORTHO HEIGHT -  1637.667 (meters)     5372.91  (feet) ADJUSTED
 JO0015  ______________________________________________________________________
 JO0015  GEOID HEIGHT    -        -19.007 (meters)                     GEOID18
 JO0015  DYNAMIC HEIGHT  -       1635.881 (meters)     5367.05  (feet) COMP
 JO0015  MODELED GRAVITY -    979,480.9   (mgal)                       NAVD 88
 JO0015
 JO0015  VERT ORDER      -  FIRST     CLASS II
 JO0015
 JO0015.The horizontal coordinates were determined by differentially corrected
 JO0015.hand held GPS observations or other comparable positioning techniques
 JO0015.and have an estimated accuracy of +/- 3 meters.
 JO0015
 JO0015.The orthometric height was determined by differential leveling and
 JO0015.adjusted by the NATIONAL GEODETIC SURVEY
 JO0015.in June 1991.
 JO0015
 JO0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0015.GEOID18 height accuracy estimate available here.
 JO0015
 JO0015.Click photographs - Photos may exist for this station.
 JO0015
 JO0015.The dynamic height is computed by dividing the NAVD 88
 JO0015.geopotential number by the normal gravity value computed on the
 JO0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0015.degrees latitude (g = 980.6199 gals.).
 JO0015
 JO0015.The modeled gravity was interpolated from observed gravity values.
 JO0015
 JO0015;                    North         East    Units  Estimated Accuracy
 JO0015;SPC UT C     - 2,035,514.8     440,894.3     MT  (+/- 3 meters HH1 GPS) 
 JO0015
 JO0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH9741478729(NAD 83)
 JO0015
 JO0015                          SUPERSEDED SURVEY CONTROL
 JO0015
 JO0015  NGVD 29 (??/??/92) 1636.442  (m)         5368.89   (f) ADJ UNCH    1 2
 JO0015
 JO0015.Superseded values are not recommended for survey control.
 JO0015
 JO0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0015.See file dsdata.pdf to determine how the superseded data were derived.
 JO0015
 JO0015_MARKER: DB = BENCH MARK DISK
 JO0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0015_STAMPING: H 31 1934
 JO0015_MARK LOGO: CGS
 JO0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0015+STABILITY: SURFACE MOTION
 JO0015
 JO0015  HISTORY     - Date     Condition        Report By
 JO0015  HISTORY     - 1934     MONUMENTED       CGS
 JO0015
 JO0015                          STATION DESCRIPTION
 JO0015
 JO0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0015'6.6 MI N FROM SEVIER.
 JO0015'6.6 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JO0015'THE STATION AT SEVIER, SEVIER COUNTY, 80 FEET SOUTHEAST OF MILEPOST
 JO0015'114, 350 FEET SOUTH OF AN IRRIGATION-CANAL INTAKE, 48 FEET EAST OF THE
 JO0015'CENTERLINE OF THE TRACK, AND 2 FEET WEST OF THE FENCE.  A STANDARD
 JO0015'DISK, STAMPED H 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0058 ***********************************************************************
 MS0058  DESIGNATION -  H 32
 MS0058  PID         -  MS0058
 MS0058  STATE/COUNTY-  UT/BOX ELDER
 MS0058  COUNTRY     -  US
 MS0058  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0058
 MS0058                         *CURRENT SURVEY CONTROL
 MS0058  ______________________________________________________________________
 MS0058* NAD 83(1986) POSITION- 41 33 02.     (N) 112 06 38.     (W)   SCALED
 MS0058* NAVD 88 ORTHO HEIGHT -  1290.168 (meters)     4232.83  (feet) ADJUSTED
 MS0058  ______________________________________________________________________
 MS0058  GEOID HEIGHT    -        -16.220 (meters)                     GEOID18
 MS0058  DYNAMIC HEIGHT  -       1289.239 (meters)     4229.78  (feet) COMP
 MS0058  MODELED GRAVITY -    979,859.3   (mgal)                       NAVD 88
 MS0058
 MS0058  VERT ORDER      -  FIRST     CLASS II
 MS0058
 MS0058.The horizontal coordinates were scaled from a map and have
 MS0058.an estimated accuracy of +/- 6 seconds.
 MS0058
 MS0058.The orthometric height was determined by differential leveling and
 MS0058.adjusted by the NATIONAL GEODETIC SURVEY
 MS0058.in June 1991.
 MS0058
 MS0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0058.GEOID18 height accuracy estimate available here.
 MS0058
 MS0058.Click photographs - Photos may exist for this station.
 MS0058
 MS0058.The dynamic height is computed by dividing the NAVD 88
 MS0058.geopotential number by the normal gravity value computed on the
 MS0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0058.degrees latitude (g = 980.6199 gals.).
 MS0058
 MS0058.The modeled gravity was interpolated from observed gravity values.
 MS0058
 MS0058;                    North         East    Units  Estimated Accuracy
 MS0058;SPC UT N     - 1,135,350.      449,060.      MT  (+/- 180 meters Scaled)
 MS0058
 MS0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM073004(NAD 83)
 MS0058
 MS0058                          SUPERSEDED SURVEY CONTROL
 MS0058
 MS0058  NGVD 29 (??/??/92) 1289.160  (m)         4229.52   (f) ADJ UNCH    1 2
 MS0058
 MS0058.Superseded values are not recommended for survey control.
 MS0058
 MS0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0058.See file dsdata.pdf to determine how the superseded data were derived.
 MS0058
 MS0058_MARKER: DD = SURVEY DISK
 MS0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0058_STAMPING: H 32 1923
 MS0058_MARK LOGO: USGS
 MS0058_PROJECTION: PROJECTING 10 CENTIMETERS
 MS0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0058+STABILITY: SURFACE MOTION
 MS0058
 MS0058  HISTORY     - Date     Condition        Report By
 MS0058  HISTORY     - 1923     MONUMENTED       USGS
 MS0058  HISTORY     - 1953     GOOD             CGS
 MS0058  HISTORY     - 1984     GOOD             NGS
 MS0058
 MS0058                          STATION DESCRIPTION
 MS0058
 MS0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0058'IN CORINNE.
 MS0058'AT CORINNE, ALONG THE UNION PACIFIC RAILROAD, 291 FEET WEST OF THE
 MS0058'SOUTHWEST CORNER OF THE FORMER FREIGHT STATION, AT THE CROSSING OF
 MS0058'SIXTH STREET, 149.8 FEET WEST OF BENCH MARK N 9, 63.4 FEET SOUTH OF
 MS0058'THE SOUTH RAIL OF THE SOUTH TRACK, 40.8 FEET SOUTHEAST OF THE
 MS0058'SOUTHEAST CORNER OF THE CONCRETE BASE OF A CROSSING SIGNAL, 41 FEET
 MS0058'EAST OF THE CENTER LINE OF THE STREET, 3 1/2 FEET SOUTHEAST OF A FENCE
 MS0058'CORNER POST, 1.6 FEET NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER
 MS0058'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 MS0058'FOOT ABOVE THE GROUND.
 MS0058
 MS0058                          STATION RECOVERY (1984)
 MS0058
 MS0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0058'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.43 KM
 MS0058'(6.48 MI) NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE IN
 MS0058'BRIGHAM CITY, AT CORINNE, IN THE SOUTHEAST CORNER OF THE INTERSECTION
 MS0058'OF 4000TH WEST STREET, 68.3 METERS (224 FT) SOUTHWEST OF THE HIGHWAY
 MS0058'CENTERLINE, 41.7 METERS (137 FT) WEST OF THE CORINNE STATION SIGN,
 MS0058'19.5 METERS (64 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE UNION
 MS0058'PACIFIC RAILROAD, 13.4 METERS (44 FT) SOUTHEAST OF THE CENTER OF THE
 MS0058'STREET AND 1.0 METER (3.3 FT) SOUTHEAST OF A FENCE.
 MS0058'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 MS0058'THE MARK IS 0.2 M BELOW THE STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0206 ***********************************************************************
 HO0206  DESIGNATION -  H 32
 HO0206  PID         -  HO0206
 HO0206  STATE/COUNTY-  UT/IRON
 HO0206  COUNTRY     -  US
 HO0206  USGS QUAD   -  CEDAR CITY (2017)
 HO0206
 HO0206                         *CURRENT SURVEY CONTROL
 HO0206  ______________________________________________________________________
 HO0206* NAD 83(1986) POSITION- 37 41 07.     (N) 113 06 40.     (W)   SCALED
 HO0206* NAVD 88 ORTHO HEIGHT -  1695.98  (+/-2cm)     5564.2   (feet) VERTCON3
 HO0206  ______________________________________________________________________
 HO0206  GEOID HEIGHT    -        -21.654 (meters)                     GEOID18
 HO0206  VERT ORDER      -  SECOND    CLASS 0 (See Below)
 HO0206
 HO0206.The horizontal coordinates were scaled from a map and have
 HO0206.an estimated accuracy of +/- 6 seconds.
 HO0206
 HO0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0206
 HO0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0206.GEOID18 height accuracy estimate available here.
 HO0206
 HO0206.The vertical order pertains to the NGVD 29 superseded value.
 HO0206
 HO0206.Click photographs - Photos may exist for this station.
 HO0206
 HO0206;                    North         East    Units  Estimated Accuracy
 HO0206;SPC UT S     - 3,114,270.      357,900.      MT  (+/- 180 meters Scaled)
 HO0206
 HO0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG138729(NAD 83)
 HO0206
 HO0206                          SUPERSEDED SURVEY CONTROL
 HO0206
 HO0206  NGVD 29 (??/??/92) 1694.874  (m)         5560.60   (f) ADJ UNCH    2 0
 HO0206
 HO0206.Superseded values are not recommended for survey control.
 HO0206
 HO0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0206.See file dsdata.pdf to determine how the superseded data were derived.
 HO0206
 HO0206_MARKER: DD = SURVEY DISK
 HO0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0206_STAMPING: H 32 1928
 HO0206_MARK LOGO: USGS
 HO0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0206+STABILITY: SURFACE MOTION
 HO0206
 HO0206  HISTORY     - Date     Condition        Report By
 HO0206  HISTORY     - 1928     MONUMENTED       USGS
 HO0206  HISTORY     - 1965     GOOD             CGS
 HO0206  HISTORY     - 1977     MARK NOT FOUND   NGS
 HO0206  HISTORY     - 1984     MARK NOT FOUND   NGS
 HO0206
 HO0206                          STATION DESCRIPTION
 HO0206
 HO0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HO0206'2.0 MI NW FROM CEDAR CITY.
 HO0206'ABOUT 2.8 MILES WEST ALONG STATE HIGHWAY 56 FROM
 HO0206'CEDAR CITY, IRON COUNTY, AT THE CROSSING OF THE UNION PACIFIC
 HO0206'RAILROAD, 68 FEET NORTH OF THE CENTER LINE OF THE TRACK, 60 FEET WEST
 HO0206'OF THE CENTER LINE OF A CURVE, 54 FEET EAST OF A FENCE LINE, AND ABOUT
 HO0206'4 FEET LOWER THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 HO0206'STANDARD DISK, STAMPED H 32 1928 AND SET IN THE TOP OF A CONCRETE
 HO0206'POST.
 HO0206
 HO0206                          STATION RECOVERY (1977)
 HO0206
 HO0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HO0206'MARK NOT FOUND.
 HO0206
 HO0206                          STATION RECOVERY (1984)
 HO0206
 HO0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HO0206'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0012 ***********************************************************************
 HO0012  DESIGNATION -  H 32
 HO0012  PID         -  HO0012
 HO0012  STATE/COUNTY-  UT/GARFIELD
 HO0012  COUNTRY     -  US
 HO0012  USGS QUAD   -  BRYCE CANYON (2017)
 HO0012
 HO0012                         *CURRENT SURVEY CONTROL
 HO0012  ______________________________________________________________________
 HO0012* NAD 83(1986) POSITION- 37 41 36.     (N) 112 09 14.     (W)   SCALED
 HO0012* NAVD 88 ORTHO HEIGHT -  2319.564 (meters)     7610.10  (feet) ADJUSTED
 HO0012  ______________________________________________________________________
 HO0012  GEOID HEIGHT    -        -20.031 (meters)                     GEOID18
 HO0012  DYNAMIC HEIGHT  -       2316.621 (meters)     7600.45  (feet) COMP
 HO0012  MODELED GRAVITY -    979,277.3   (mgal)                       NAVD 88
 HO0012
 HO0012  VERT ORDER      -  SECOND    CLASS 0
 HO0012
 HO0012.The horizontal coordinates were scaled from a map and have
 HO0012.an estimated accuracy of +/- 6 seconds.
 HO0012
 HO0012.The orthometric height was determined by differential leveling and
 HO0012.adjusted by the NATIONAL GEODETIC SURVEY
 HO0012.in June 1991.
 HO0012
 HO0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0012.GEOID18 height accuracy estimate available here.
 HO0012
 HO0012.Click photographs - Photos may exist for this station.
 HO0012
 HO0012.The dynamic height is computed by dividing the NAVD 88
 HO0012.geopotential number by the normal gravity value computed on the
 HO0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0012.degrees latitude (g = 980.6199 gals.).
 HO0012
 HO0012.The modeled gravity was interpolated from observed gravity values.
 HO0012
 HO0012;                    North         East    Units  Estimated Accuracy
 HO0012;SPC UT S     - 3,114,140.      442,330.      MT  (+/- 180 meters Scaled)
 HO0012
 HO0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG982724(NAD 83)
 HO0012
 HO0012                          SUPERSEDED SURVEY CONTROL
 HO0012
 HO0012  NGVD 29 (??/??/92) 2318.14   (m)         7605.4    (f) COMPUTED    2 0
 HO0012
 HO0012.Superseded values are not recommended for survey control.
 HO0012
 HO0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0012.See file dsdata.pdf to determine how the superseded data were derived.
 HO0012
 HO0012_MARKER: DB = BENCH MARK DISK
 HO0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0012_STAMPING: 1931 H 32
 HO0012_MARK LOGO: USGS
 HO0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0012+STABILITY: SURFACE MOTION
 HO0012
 HO0012  HISTORY     - Date     Condition        Report By
 HO0012  HISTORY     - 1932     MONUMENTED       USGS
 HO0012  HISTORY     - 1963     MARK NOT FOUND   CGS
 HO0012
 HO0012                          STATION DESCRIPTION
 HO0012
 HO0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0012'IN RUBYS INN.
 HO0012'AT RUBYS INN, GARFIELD COUNTY, AT THE JUNCTION OF STATE HIGHWAYS 22
 HO0012'AND 12, DUE NORTH OF A SERVICE STATION, ABOUT 50 FEET WEST OF A LARGE
 HO0012'SIGN READING BRYCE CANYON NATIONAL PARK 5 MILES, AND 15 FEET NORTH OF
 HO0012'THE CENTER LINE OF STATE HIGHWAY 12.  A UNITED STATES GEOLOGICAL
 HO0012'SURVEY STANDARD DISK, STAMPED 1931 H 32 AND SET IN THE TOP OF A
 HO0012'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0157 ***********************************************************************
 JO0157  DESIGNATION -  H 32
 JO0157  PID         -  JO0157
 JO0157  STATE/COUNTY-  UT/BEAVER
 JO0157  COUNTRY     -  US
 JO0157  USGS QUAD   -  BEAVER (2017)
 JO0157
 JO0157                         *CURRENT SURVEY CONTROL
 JO0157  ______________________________________________________________________
 JO0157* NAD 83(1986) POSITION- 38 16 36.     (N) 112 38 27.     (W)   SCALED
 JO0157* NAVD 88 ORTHO HEIGHT -  1798.910 (meters)     5901.92  (feet) ADJUSTED
 JO0157  ______________________________________________________________________
 JO0157  GEOID HEIGHT    -        -20.213 (meters)                     GEOID18
 JO0157  DYNAMIC HEIGHT  -       1796.873 (meters)     5895.24  (feet) COMP
 JO0157  MODELED GRAVITY -    979,433.2   (mgal)                       NAVD 88
 JO0157
 JO0157  VERT ORDER      -  FIRST     CLASS II
 JO0157
 JO0157.The horizontal coordinates were scaled from a map and have
 JO0157.an estimated accuracy of +/- 6 seconds.
 JO0157
 JO0157.The orthometric height was determined by differential leveling and
 JO0157.adjusted by the NATIONAL GEODETIC SURVEY
 JO0157.in June 1991.
 JO0157
 JO0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0157.GEOID18 height accuracy estimate available here.
 JO0157
 JO0157.Click photographs - Photos may exist for this station.
 JO0157
 JO0157.The dynamic height is computed by dividing the NAVD 88
 JO0157.geopotential number by the normal gravity value computed on the
 JO0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0157.degrees latitude (g = 980.6199 gals.).
 JO0157
 JO0157.The modeled gravity was interpolated from observed gravity values.
 JO0157
 JO0157;                    North         East    Units  Estimated Accuracy
 JO0157;SPC UT S     - 3,179,300.      400,180.      MT  (+/- 180 meters Scaled)
 JO0157
 JO0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH564377(NAD 83)
 JO0157
 JO0157                          SUPERSEDED SURVEY CONTROL
 JO0157
 JO0157  NGVD 29 (??/??/92) 1797.693  (m)         5897.93   (f) ADJ UNCH    1 2
 JO0157
 JO0157.Superseded values are not recommended for survey control.
 JO0157
 JO0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0157.See file dsdata.pdf to determine how the superseded data were derived.
 JO0157
 JO0157_MARKER: DB = BENCH MARK DISK
 JO0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0157_STAMPING: H 32 1934
 JO0157_MARK LOGO: CGS
 JO0157_PROJECTION: FLUSH
 JO0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0157+STABILITY: SURFACE MOTION
 JO0157
 JO0157  HISTORY     - Date     Condition        Report By
 JO0157  HISTORY     - 1934     MONUMENTED       CGS
 JO0157  HISTORY     - 1935     GOOD             CGS
 JO0157  HISTORY     - 1984     MARK NOT FOUND   USGS
 JO0157
 JO0157                          STATION DESCRIPTION
 JO0157
 JO0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0157'IN BEAVER.
 JO0157'AT BEAVER, BEAVER COUNTY, AT THE HIGH SCHOOL, IN THE NORTHWEST CORNER
 JO0157'OF THE GROUNDS, 225 FEET NORTH OF THE WEST ENTRANCE TO THE BUILDING,
 JO0157'AND 2 FEET EAST OF THE SIDEWALK ON THE MAIN STREET.  A STANDARD DISK,
 JO0157'STAMPED H 32 1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JO0157'GROUND.
 JO0157
 JO0157                          STATION RECOVERY (1984)
 JO0157
 JO0157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JO0157'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0063 ***********************************************************************
 MS0063  DESIGNATION -  H 33
 MS0063  PID         -  MS0063
 MS0063  STATE/COUNTY-  UT/BOX ELDER
 MS0063  COUNTRY     -  US
 MS0063  USGS QUAD   -  BEAR RIVER CITY (2017)
 MS0063
 MS0063                         *CURRENT SURVEY CONTROL
 MS0063  ______________________________________________________________________
 MS0063* NAD 83(1986) POSITION- 41 33 45.     (N) 112 10 07.     (W)   SCALED
 MS0063* NAVD 88 ORTHO HEIGHT -  1293.014 (meters)     4242.16  (feet) ADJUSTED
 MS0063  ______________________________________________________________________
 MS0063  GEOID HEIGHT    -        -16.182 (meters)                     GEOID18
 MS0063  DYNAMIC HEIGHT  -       1292.111 (meters)     4239.20  (feet) COMP
 MS0063  MODELED GRAVITY -    979,880.6   (mgal)                       NAVD 88
 MS0063
 MS0063  VERT ORDER      -  FIRST     CLASS II
 MS0063
 MS0063.The horizontal coordinates were scaled from a map and have
 MS0063.an estimated accuracy of +/- 6 seconds.
 MS0063
 MS0063.The orthometric height was determined by differential leveling and
 MS0063.adjusted by the NATIONAL GEODETIC SURVEY
 MS0063.in June 1991.
 MS0063
 MS0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0063.GEOID18 height accuracy estimate available here.
 MS0063
 MS0063.Click photographs - Photos may exist for this station.
 MS0063
 MS0063.The dynamic height is computed by dividing the NAVD 88
 MS0063.geopotential number by the normal gravity value computed on the
 MS0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0063.degrees latitude (g = 980.6199 gals.).
 MS0063
 MS0063.The modeled gravity was interpolated from observed gravity values.
 MS0063
 MS0063;                    North         East    Units  Estimated Accuracy
 MS0063;SPC UT N     - 1,136,720.      444,230.      MT  (+/- 180 meters Scaled)
 MS0063
 MS0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM025018(NAD 83)
 MS0063
 MS0063                          SUPERSEDED SURVEY CONTROL
 MS0063
 MS0063  NGVD 29 (??/??/92) 1292.038  (m)         4238.96   (f) ADJ UNCH    1 2
 MS0063
 MS0063.Superseded values are not recommended for survey control.
 MS0063
 MS0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0063.See file dsdata.pdf to determine how the superseded data were derived.
 MS0063
 MS0063_MARKER: DD = SURVEY DISK
 MS0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0063_STAMPING: H 33 1923
 MS0063_MARK LOGO: USGS
 MS0063_PROJECTION: PROJECTING 5 CENTIMETERS
 MS0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0063+STABILITY: SURFACE MOTION
 MS0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0063+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2008
 MS0063
 MS0063  HISTORY     - Date     Condition        Report By
 MS0063  HISTORY     - 1923     MONUMENTED       USGS
 MS0063  HISTORY     - 1953     GOOD             CGS
 MS0063  HISTORY     - 1984     GOOD             NGS
 MS0063  HISTORY     - 20081115 GOOD             USFWS
 MS0063
 MS0063                          STATION DESCRIPTION
 MS0063
 MS0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0063'3.4 MI W FROM CORINNE.
 MS0063'0.2 MILE NORTH ALONG FOURTH STREET FROM THE PUBLIC SCHOOL AT CORINNE,
 MS0063'THENCE 3.2 MILES WEST ALONG STATE HIGHWAY 83, THENCE 0.1 MILE SOUTH
 MS0063'ALONG A GRAVELED ROAD.  AT THE CROSSING OF THE ABANDONED SOUTHERN
 MS0063'PACIFIC COMPANY RAILROAD, 52.9 FEET SOUTH OF THE SOUTH RAIL, 31 FEET
 MS0063'WEST OF THE CENTER LINE OF THE ROAD, 6 FEET SOUTH OF A TELEPHONE POLE,
 MS0063'3.4 FEET WEST OF A FENCE, 1.3 FEET NORTH OF A WITNESS POST, ABOUT 2
 MS0063'1/2 FEET LOWER THAN THE TRACK, ABOUT 1 1/2 FEET LOWER THAN THE ROAD,
 MS0063'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 MS0063'GROUND.
 MS0063
 MS0063                          STATION RECOVERY (1984)
 MS0063
 MS0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0063'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.54 KM
 MS0063'(6.55 MI) NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE IN
 MS0063'BRIGHAM CITY, THENCE 4.90 KM (3.04 MI) NORTHWEST ALONG STATE HIGHWAY
 MS0063'83, IN THE SOUTHWEST CORNER OF THE INTERSECTION OF 6400 WEST STREET,
 MS0063'98.7 METERS (324 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 71.6 METERS
 MS0063'(235 FT) NORTHEAST OF THE NORTHEAST EDGE OF AN IRRIGATION CANAL,
 MS0063'17.1 METERS (56 FT) SOUTHWEST OF THE CENTER OF THE OLD ABANDON UNION
 MS0063'PACIFIC RAILROAD BED, 9.2 METERS (30 FT) WEST OF THE CENTER OF THE
 MS0063'STREET AND 1.5 METERS (5 FT) WEST OF A FENCE.
 MS0063'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 MS0063'THE MARK IS 0.3 M BELOW THE STREET.
 MS0063
 MS0063                          STATION RECOVERY (2008)
 MS0063
 MS0063'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2008 (RJA)
 MS0063'WITNESS POST DESTROYED, MARK IN GOOD CONDITION ON PRIVATE PROPERTY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0203 ***********************************************************************
 HO0203  DESIGNATION -  H 33
 HO0203  PID         -  HO0203
 HO0203  STATE/COUNTY-  UT/IRON
 HO0203  COUNTRY     -  US
 HO0203  USGS QUAD   -  CEDAR CITY (2017)
 HO0203
 HO0203                         *CURRENT SURVEY CONTROL
 HO0203  ______________________________________________________________________
 HO0203* NAD 83(1986) POSITION- 37 43 42.     (N) 113 06 39.     (W)   SCALED
 HO0203* NAVD 88 ORTHO HEIGHT -  1690.95  (+/-2cm)     5547.7   (feet) VERTCON3
 HO0203  ______________________________________________________________________
 HO0203  GEOID HEIGHT    -        -21.735 (meters)                     GEOID18
 HO0203  VERT ORDER      -  SECOND    CLASS 0 (See Below)
 HO0203
 HO0203.The horizontal coordinates were scaled from a map and have
 HO0203.an estimated accuracy of +/- 6 seconds.
 HO0203
 HO0203.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0203
 HO0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0203.GEOID18 height accuracy estimate available here.
 HO0203
 HO0203.The vertical order pertains to the NGVD 29 superseded value.
 HO0203
 HO0203.Click photographs - Photos may exist for this station.
 HO0203
 HO0203;                    North         East    Units  Estimated Accuracy
 HO0203;SPC UT S     - 3,119,050.      358,010.      MT  (+/- 180 meters Scaled)
 HO0203
 HO0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG139777(NAD 83)
 HO0203
 HO0203                          SUPERSEDED SURVEY CONTROL
 HO0203
 HO0203  NGVD 29 (??/??/92) 1689.844  (m)         5544.10   (f) ADJ UNCH    2 0
 HO0203
 HO0203.Superseded values are not recommended for survey control.
 HO0203
 HO0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0203.See file dsdata.pdf to determine how the superseded data were derived.
 HO0203
 HO0203_MARKER: DD = SURVEY DISK
 HO0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0203_STAMPING: H 33 1928
 HO0203_MARK LOGO: USGS
 HO0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0203+STABILITY: SURFACE MOTION
 HO0203
 HO0203  HISTORY     - Date     Condition        Report By
 HO0203  HISTORY     - 1928     MONUMENTED       USGS
 HO0203  HISTORY     - 1965     GOOD             CGS
 HO0203  HISTORY     - 1984     MARK NOT FOUND   NGS
 HO0203
 HO0203                          STATION DESCRIPTION
 HO0203
 HO0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HO0203'3 MI W FROM CEDAR CITY.
 HO0203'2.8 MILES WEST ALONG STATE HIGHWAY 56 FROM CEDAR CITY, IRON COUNTY,
 HO0203'THENCE ABOUT 3 MILES NORTH ALONG STATE HIGHWAY 19, 35 FEET WEST OF THE
 HO0203'CENTER OF A CROSSROADS, 27 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 HO0203'2 FEET WEST OF A FENCE CORNER, AND 2 FEET SOUTH OF THE FENCE. A UNITED
 HO0203'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 33 1928 AND SET IN
 HO0203'THE TOP OF A CONCRETE POST.
 HO0203
 HO0203                          STATION RECOVERY (1984)
 HO0203
 HO0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HO0203'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0297 ***********************************************************************
 JO0297  DESIGNATION -  H 33
 JO0297  PID         -  JO0297
 JO0297  STATE/COUNTY-  UT/BEAVER
 JO0297  COUNTRY     -  US
 JO0297  USGS QUAD   -  FRISCO (2017)
 JO0297
 JO0297                         *CURRENT SURVEY CONTROL
 JO0297  ______________________________________________________________________
 JO0297* NAD 83(1986) POSITION- 38 26 12.     (N) 113 17 13.     (W)   SCALED
 JO0297* NAVD 88 ORTHO HEIGHT -  1812.090 (meters)     5945.17  (feet) ADJUSTED
 JO0297  ______________________________________________________________________
 JO0297  GEOID HEIGHT    -        -20.936 (meters)                     GEOID18
 JO0297  DYNAMIC HEIGHT  -       1810.134 (meters)     5938.75  (feet) COMP
 JO0297  MODELED GRAVITY -    979,484.7   (mgal)                       NAVD 88
 JO0297
 JO0297  VERT ORDER      -  FIRST     CLASS II
 JO0297
 JO0297.The horizontal coordinates were scaled from a map and have
 JO0297.an estimated accuracy of +/- 6 seconds.
 JO0297
 JO0297.The orthometric height was determined by differential leveling and
 JO0297.adjusted by the NATIONAL GEODETIC SURVEY
 JO0297.in June 1991.
 JO0297
 JO0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0297.GEOID18 height accuracy estimate available here.
 JO0297
 JO0297.Click photographs - Photos may exist for this station.
 JO0297
 JO0297.The dynamic height is computed by dividing the NAVD 88
 JO0297.geopotential number by the normal gravity value computed on the
 JO0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0297.degrees latitude (g = 980.6199 gals.).
 JO0297
 JO0297.The modeled gravity was interpolated from observed gravity values.
 JO0297
 JO0297;                    North         East    Units  Estimated Accuracy
 JO0297;SPC UT S     - 3,197,940.      343,990.      MT  (+/- 180 meters Scaled)
 JO0297
 JO0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH003567(NAD 83)
 JO0297
 JO0297                          SUPERSEDED SURVEY CONTROL
 JO0297
 JO0297  NGVD 29 (??/??/92) 1810.918  (m)         5941.32   (f) ADJ UNCH    1 2
 JO0297
 JO0297.Superseded values are not recommended for survey control.
 JO0297
 JO0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0297.See file dsdata.pdf to determine how the superseded data were derived.
 JO0297
 JO0297_MARKER: DB = BENCH MARK DISK
 JO0297_SETTING: 66 = SET IN ROCK OUTCROP
 JO0297_STAMPING: H 33 1934
 JO0297_MARK LOGO: CGS
 JO0297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0297+STABILITY: POSITION/ELEVATION WELL
 JO0297
 JO0297  HISTORY     - Date     Condition        Report By
 JO0297  HISTORY     - 1934     MONUMENTED       CGS
 JO0297  HISTORY     - 1958     MARK NOT FOUND   USGS
 JO0297  HISTORY     - 1960     MARK NOT FOUND   CGS
 JO0297
 JO0297                          STATION DESCRIPTION
 JO0297
 JO0297'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JO0297'18.9 MI W FROM MILFORD.
 JO0297'18.9 MILES WEST ALONG THE ABANDONED LOS ANGELES AND SALT LAKE RAILROAD
 JO0297'FROM THE STATION AT MILFORD, BEAVER COUNTY, 219 FEET EAST OF CULVERT
 JO0297'18.89, 25 FEET NORTH OF THE CENTERLINE OF THE TRACK, AT A ROCK CUT, IN
 JO0297'THE TOP OF A ROCK OUTCROP, AND LEVEL WITH THE TOP OF THE RAIL. A
 JO0297'STANDARD DISK, STAMPED H 33 1934.
 JO0297
 JO0297                          STATION RECOVERY (1960)
 JO0297
 JO0297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JO0297'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0497 ***********************************************************************
 MR0497  DESIGNATION -  H 331
 MR0497  PID         -  MR0497
 MR0497  STATE/COUNTY-  UT/CACHE
 MR0497  COUNTRY     -  US
 MR0497  USGS QUAD   -  NEWTON (2017)
 MR0497
 MR0497                         *CURRENT SURVEY CONTROL
 MR0497  ______________________________________________________________________
 MR0497* NAD 83(1986) POSITION- 41 49 59.0    (N) 111 59 31.9    (W)   HD_HELD2
 MR0497* NAVD 88 ORTHO HEIGHT -  1349.021 (meters)     4425.91  (feet) ADJUSTED
 MR0497  ______________________________________________________________________
 MR0497  GEOID HEIGHT    -        -15.381 (meters)                     GEOID18
 MR0497  DYNAMIC HEIGHT  -       1348.083 (meters)     4422.84  (feet) COMP
 MR0497  MODELED GRAVITY -    979,880.8   (mgal)                       NAVD 88
 MR0497
 MR0497  VERT ORDER      -  FIRST     CLASS I
 MR0497
 MR0497.The horizontal coordinates were established by autonomous hand held GPS
 MR0497.observations and have an estimated accuracy of +/- 10 meters.
 MR0497
 MR0497.The orthometric height was determined by differential leveling and
 MR0497.adjusted by the NATIONAL GEODETIC SURVEY
 MR0497.in June 1991.
 MR0497
 MR0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0497.GEOID18 height accuracy estimate available here.
 MR0497
 MR0497.Click photographs - Photos may exist for this station.
 MR0497
 MR0497.The dynamic height is computed by dividing the NAVD 88
 MR0497.geopotential number by the normal gravity value computed on the
 MR0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0497.degrees latitude (g = 980.6199 gals.).
 MR0497
 MR0497.The modeled gravity was interpolated from observed gravity values.
 MR0497
 MR0497;                    North         East    Units  Estimated Accuracy
 MR0497;SPC UT N     - 1,166,666.      459,115.      MT  (+/- 10 meters HH2 GPS)
 MR0497
 MR0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM1761331716(NAD 83)
 MR0497
 MR0497                          SUPERSEDED SURVEY CONTROL
 MR0497
 MR0497  NGVD 29 (??/??/92) 1347.993  (m)         4422.54   (f) ADJ UNCH    1 1
 MR0497
 MR0497.Superseded values are not recommended for survey control.
 MR0497
 MR0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0497.See file dsdata.pdf to determine how the superseded data were derived.
 MR0497
 MR0497_MARKER: DB = BENCH MARK DISK
 MR0497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0497_SP_SET: ABUTMENT
 MR0497_STAMPING: H 331 1937
 MR0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MR0497+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2010
 MR0497
 MR0497  HISTORY     - Date     Condition        Report By
 MR0497  HISTORY     - 1937     MONUMENTED       CGS
 MR0497  HISTORY     - 1967     GOOD             CGS
 MR0497  HISTORY     - 20101016 GOOD             GEOCAC
 MR0497
 MR0497                          STATION DESCRIPTION
 MR0497
 MR0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0497'0.75 MI E FROM CACHE JUNCTION.
 MR0497'0.75 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0497'CACHE JUNCTION, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 MR0497'CONCRETE ABUTMENT OF BRIDGE 49.61 OVER BEAR RIVER, 9.6 FEET NORTHWEST
 MR0497'OF THE NORTHWEST RAIL, AND ABOUT 6 FEET LOWER THAN THE TRACK.
 MR0497
 MR0497                          STATION RECOVERY (2010)
 MR0497
 MR0497'RECOVERY NOTE BY GEOCACHING 2010 (JWS)
 MR0497'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0278 ***********************************************************************
 KO0278  DESIGNATION -  H 332
 KO0278  PID         -  KO0278
 KO0278  STATE/COUNTY-  UT/MILLARD
 KO0278  COUNTRY     -  US
 KO0278  USGS QUAD   -  DELTA NE (2017)
 KO0278
 KO0278                         *CURRENT SURVEY CONTROL
 KO0278  ______________________________________________________________________
 KO0278* NAD 83(1986) POSITION- 39 23 17.7    (N) 112 30 52.6    (W)   HD_HELD2
 KO0278* NAVD 88 ORTHO HEIGHT -  1451.126 (meters)     4760.90  (feet) ADJUSTED
 KO0278  ______________________________________________________________________
 KO0278  GEOID HEIGHT    -        -19.225 (meters)                     GEOID18
 KO0278  DYNAMIC HEIGHT  -       1449.788 (meters)     4756.51  (feet) COMP
 KO0278  MODELED GRAVITY -    979,654.1   (mgal)                       NAVD 88
 KO0278
 KO0278  VERT ORDER      -  FIRST     CLASS I
 KO0278
 KO0278.This mark is at Delta Municipal Airport (DTA)
 KO0278
 KO0278.The horizontal coordinates were established by autonomous hand held GPS
 KO0278.observations and have an estimated accuracy of +/- 10 meters.
 KO0278
 KO0278.The orthometric height was determined by differential leveling and
 KO0278.adjusted by the NATIONAL GEODETIC SURVEY
 KO0278.in June 1991.
 KO0278
 KO0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0278.GEOID18 height accuracy estimate available here.
 KO0278
 KO0278.Click photographs - Photos may exist for this station.
 KO0278
 KO0278.The dynamic height is computed by dividing the NAVD 88
 KO0278.geopotential number by the normal gravity value computed on the
 KO0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0278.degrees latitude (g = 980.6199 gals.).
 KO0278
 KO0278.The modeled gravity was interpolated from observed gravity values.
 KO0278
 KO0278;                    North         East    Units  Estimated Accuracy
 KO0278;SPC UT C     - 2,117,612.      412,598.      MT  (+/- 10 meters HH2 GPS)
 KO0278
 KO0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ6956360956(NAD 83)
 KO0278
 KO0278                          SUPERSEDED SURVEY CONTROL
 KO0278
 KO0278  NGVD 29 (??/??/92) 1450.001  (m)         4757.21   (f) ADJ UNCH    1 1
 KO0278
 KO0278.Superseded values are not recommended for survey control.
 KO0278
 KO0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0278.See file dsdata.pdf to determine how the superseded data were derived.
 KO0278
 KO0278_MARKER: DB = BENCH MARK DISK
 KO0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0278_STAMPING: H 332 1945
 KO0278_MARK LOGO: CGS
 KO0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0278+STABILITY: SURFACE MOTION
 KO0278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0278+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2012
 KO0278
 KO0278  HISTORY     - Date     Condition        Report By
 KO0278  HISTORY     - 1945     MONUMENTED       CGS
 KO0278  HISTORY     - 1970     GOOD             NGS
 KO0278  HISTORY     - 20031217 GOOD             NGS
 KO0278  HISTORY     - 20120129 GOOD             GEOCAC
 KO0278
 KO0278                          STATION DESCRIPTION
 KO0278
 KO0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0278'3.8 MI NE FROM DELTA.
 KO0278'3.8 MILES NORTHEAST ALONG U.S. HIGHWAY 50 AND 6 FROM THE JUNCTION OF
 KO0278'3RD EAST STREET AT DELTA, AT THE JUNCTION OF THE MAIN ENTRANCE ROAD TO
 KO0278'THE DELTA MUNICIPAL AIRPORT, 87 FEET SOUTHEAST OF THE CENTER LINE OF
 KO0278'THE HIGHWAY, 36 FEET NORTHEAST OF THE CENTER LINE OF THE ENTRANCE
 KO0278'ROAD, 32.0 FEET EAST OF THE NORTH CORNER OF A STEEL RAIL CATTLEGUARD
 KO0278'WHICH IS ACROSS THE ENTRANCE ROAD, 37.8 FEET SOUTHEAST OF A FENCE, 3
 KO0278'1/2 FEET SOUTH OF A POWER POLE, 1.5 FEET SOUTHWEST OF A WITNESS POST,
 KO0278'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 KO0278'PROJECTING 0.3 FEET ABOVE THE GROUND.  SEC 34, T 16S, R 6W.
 KO0278
 KO0278                          STATION RECOVERY (2003)
 KO0278
 KO0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 KO0278'RECOVERED IN GOOD CONDITION.
 KO0278
 KO0278                          STATION RECOVERY (2012)
 KO0278
 KO0278'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 KO0278'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0613 ***********************************************************************
 LO0613  DESIGNATION -  H 333
 LO0613  PID         -  LO0613
 LO0613  STATE/COUNTY-  UT/SALT LAKE
 LO0613  COUNTRY     -  US
 LO0613  USGS QUAD   -  MIDVALE (2017)
 LO0613
 LO0613                         *CURRENT SURVEY CONTROL
 LO0613  ______________________________________________________________________
 LO0613* NAD 83(1986) POSITION- 40 36 36.     (N) 111 54 55.     (W)   SCALED
 LO0613* NAVD 88 ORTHO HEIGHT -  1319.619 (meters)     4329.45  (feet) ADJUSTED
 LO0613  ______________________________________________________________________
 LO0613  GEOID HEIGHT    -        -17.154 (meters)                     GEOID18
 LO0613  DYNAMIC HEIGHT  -       1318.529 (meters)     4325.87  (feet) COMP
 LO0613  MODELED GRAVITY -    979,754.0   (mgal)                       NAVD 88
 LO0613
 LO0613  VERT ORDER      -  FIRST     CLASS II
 LO0613
 LO0613.The horizontal coordinates were scaled from a map and have
 LO0613.an estimated accuracy of +/- 6 seconds.
 LO0613
 LO0613.The orthometric height was determined by differential leveling and
 LO0613.adjusted by the NATIONAL GEODETIC SURVEY
 LO0613.in June 1991.
 LO0613
 LO0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0613.GEOID18 height accuracy estimate available here.
 LO0613
 LO0613.Click photographs - Photos may exist for this station.
 LO0613
 LO0613.The dynamic height is computed by dividing the NAVD 88
 LO0613.geopotential number by the normal gravity value computed on the
 LO0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0613.degrees latitude (g = 980.6199 gals.).
 LO0613
 LO0613.The modeled gravity was interpolated from observed gravity values.
 LO0613
 LO0613;                    North         East    Units  Estimated Accuracy
 LO0613;SPC UT C     - 2,252,840.      464,860.      MT  (+/- 180 meters Scaled)
 LO0613
 LO0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK225958(NAD 83)
 LO0613
 LO0613                          SUPERSEDED SURVEY CONTROL
 LO0613
 LO0613  NGVD 29 (??/??/92) 1318.651  (m)         4326.27   (f) ADJ UNCH    1 2
 LO0613
 LO0613.Superseded values are not recommended for survey control.
 LO0613
 LO0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0613.See file dsdata.pdf to determine how the superseded data were derived.
 LO0613
 LO0613_MARKER: DB = BENCH MARK DISK
 LO0613_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0613_SP_SET: CONCRETE BASE
 LO0613_STAMPING: H 333 1945
 LO0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0613
 LO0613  HISTORY     - Date     Condition        Report By
 LO0613  HISTORY     - 1945     MONUMENTED       CGS
 LO0613  HISTORY     - 1983     GOOD             NGS
 LO0613
 LO0613                          STATION DESCRIPTION
 LO0613
 LO0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LO0613'0.5 MI W FROM MIDVALE.
 LO0613'AT MIDVALE, SALT LAKE COUNTY, ABOUT 0.5 MILE WEST ALONG CENTER STREET
 LO0613'FROM THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION, AT THE
 LO0613'EASTERN RAILROAD OVERPASS, BETWEEN THE STREET AND A PARALLEL RAILROAD
 LO0613'TRACK, 13 FEET SOUTH OF THE CENTERLINE OF THE STREET, IN THE CENTER OF
 LO0613'THE CONCRETE BASE OF THE OVERPASS PILLARS, 7.3 FEET WEST OF THE
 LO0613'NORTHEAST CORNER OF THE BASE, 0.8 FOOT SOUTH OF THE NORTH EDGE, AND
 LO0613'ABOUT 1-1/2 FEET HIGHER THAN THE STREET.  A STANDARD DISK, STAMPED H
 LO0613'333 1945.
 LO0613
 LO0613                          STATION RECOVERY (1983)
 LO0613
 LO0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LO0613'THE BENCH MARK WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING
 LO0613'ADDITIONS TO THE 1945 DESCRIPTION. THE STREET IS NOT PARALLEL TO THE
 LO0613'RAILROAD AND THE DISK IS NOW 0.9 M (3 FT.) ABOVE THE ROAD BED. IT IS
 LO0613'0.2 KM (0.1 MI) WEST OF MAIN AND CENTER STREETS. IT IS 4.0 M (13 FT.)
 LO0613'FROM THE CENTERLINE OF THE WEST BOUND 7800 SOUTH AND 2.0 M (6.7 FT.)
 LO0613'EAST FROM THE NORTHWEST CORNER OF THE BASE FOR THE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0162 ***********************************************************************
 LQ0162  DESIGNATION -  H 334
 LQ0162  PID         -  LQ0162
 LQ0162  STATE/COUNTY-  UT/TOOELE
 LQ0162  COUNTRY     -  US
 LQ0162  USGS QUAD   -  WENDOVER (2017)
 LQ0162
 LQ0162                         *CURRENT SURVEY CONTROL
 LQ0162  ______________________________________________________________________
 LQ0162* NAD 83(1986) POSITION- 40 43 48.     (N) 114 02 23.     (W)   SCALED
 LQ0162* NAVD 88 ORTHO HEIGHT -  1296.652 (meters)     4254.10  (feet) POSTED
 LQ0162  ______________________________________________________________________
 LQ0162  GEOID HEIGHT    -        -18.134 (meters)                     GEOID18
 LQ0162  DYNAMIC HEIGHT  -       1295.67  (meters)     4250.9   (feet) COMP
 LQ0162  MODELED GRAVITY -    979,822.5   (mgal)                       NAVD 88
 LQ0162
 LQ0162  VERT ORDER      -  * POSTED, SEE BELOW
 LQ0162
 LQ0162.This mark is at Wendover Airport (ENV)
 LQ0162
 LQ0162.The horizontal coordinates were scaled from a map and have
 LQ0162.an estimated accuracy of +/- 6 seconds.
 LQ0162
 LQ0162.The orthometric height was determined by differential leveling
 LQ0162.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LQ0162
 LQ0162.* This is a POSTED BENCH MARK height.
 LQ0162
 LQ0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0162.GEOID18 height accuracy estimate available here.
 LQ0162
 LQ0162.Click photographs - Photos may exist for this station.
 LQ0162
 LQ0162.The dynamic height is computed by dividing the NAVD 88
 LQ0162.geopotential number by the normal gravity value computed on the
 LQ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0162.degrees latitude (g = 980.6199 gals.).
 LQ0162
 LQ0162.The modeled gravity was interpolated from observed gravity values.
 LQ0162
 LQ0162;                    North         East    Units  Estimated Accuracy
 LQ0162;SPC UT C     - 2,269,130.      285,480.      MT  (+/- 180 meters Scaled)
 LQ0162
 LQ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF499130(NAD 83)
 LQ0162
 LQ0162                          SUPERSEDED SURVEY CONTROL
 LQ0162
 LQ0162  NGVD 29 (??/??/92) 1295.73   (m)         4251.1    (f) COMPUTED    2 0
 LQ0162
 LQ0162.Superseded values are not recommended for survey control.
 LQ0162
 LQ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0162.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0162
 LQ0162_MARKER: DD = SURVEY DISK
 LQ0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0162_STAMPING: H 334 1945
 LQ0162_MARK LOGO: USACE
 LQ0162_PROJECTION: FLUSH
 LQ0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0162+STABILITY: SURFACE MOTION
 LQ0162
 LQ0162  HISTORY     - Date     Condition        Report By
 LQ0162  HISTORY     - 1945     MONUMENTED       USACE
 LQ0162  HISTORY     - 1958     GOOD             CGS
 LQ0162
 LQ0162                          STATION DESCRIPTION
 LQ0162
 LQ0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0162'IN WENDOVER A.F.B..
 LQ0162'AT WENDOVER AIR FORCE BASE, 0.1 MILE SOUTH OF BENCH MARK J 334, 96
 LQ0162'YARDS SOUTH ALONG 2ND STREET FROM THE INTERSECTION OF B STREET, 63
 LQ0162'FEET WEST OF THE CENTER LINE OF 2ND STREET, 84.2 FEET EAST OF THE EAST
 LQ0162'WALL OF THE OFFICERS OPEN MESS BUILDING, 48.1 FEET WEST OF FIRE
 LQ0162'HYDRANT 36, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LQ0162'CONCRETE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0455 ***********************************************************************
 MS0455  DESIGNATION -  H 337
 MS0455  PID         -  MS0455
 MS0455  STATE/COUNTY-  UT/BOX ELDER
 MS0455  COUNTRY     -  US
 MS0455  USGS QUAD   -  KIMBELL CREEK (2017)
 MS0455
 MS0455                         *CURRENT SURVEY CONTROL
 MS0455  ______________________________________________________________________
 MS0455* NAD 83(1986) POSITION- 41 46 45.     (N) 113 51 29.     (W)   SCALED
 MS0455* NAVD 88 ORTHO HEIGHT -  1703.388 (meters)     5588.53  (feet) ADJUSTED
 MS0455  ______________________________________________________________________
 MS0455  GEOID HEIGHT    -        -15.316 (meters)                     GEOID18
 MS0455  DYNAMIC HEIGHT  -       1702.102 (meters)     5584.31  (feet) COMP
 MS0455  MODELED GRAVITY -    979,807.4   (mgal)                       NAVD 88
 MS0455
 MS0455  VERT ORDER      -  SECOND    CLASS 0
 MS0455
 MS0455.The horizontal coordinates were scaled from a map and have
 MS0455.an estimated accuracy of +/- 6 seconds.
 MS0455
 MS0455.The orthometric height was determined by differential leveling and
 MS0455.adjusted by the NATIONAL GEODETIC SURVEY
 MS0455.in June 1991.
 MS0455
 MS0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0455.GEOID18 height accuracy estimate available here.
 MS0455
 MS0455.Click photographs - Photos may exist for this station.
 MS0455
 MS0455.The dynamic height is computed by dividing the NAVD 88
 MS0455.geopotential number by the normal gravity value computed on the
 MS0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0455.degrees latitude (g = 980.6199 gals.).
 MS0455
 MS0455.The modeled gravity was interpolated from observed gravity values.
 MS0455
 MS0455;                    North         East    Units  Estimated Accuracy
 MS0455;SPC UT N     - 1,163,230.      303,980.      MT  (+/- 180 meters Scaled)
 MS0455
 MS0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM624292(NAD 83)
 MS0455
 MS0455                          SUPERSEDED SURVEY CONTROL
 MS0455
 MS0455  NGVD 29 (??/??/92) 1702.233  (m)         5584.74   (f) ADJ UNCH    2 0
 MS0455
 MS0455.Superseded values are not recommended for survey control.
 MS0455
 MS0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0455.See file dsdata.pdf to determine how the superseded data were derived.
 MS0455
 MS0455_MARKER: DB = BENCH MARK DISK
 MS0455_SETTING: 66 = SET IN ROCK OUTCROP
 MS0455_STAMPING: H 337 1951
 MS0455_MARK LOGO: CGS
 MS0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0455+STABILITY: POSITION/ELEVATION WELL
 MS0455
 MS0455  HISTORY     - Date     Condition        Report By
 MS0455  HISTORY     - 1951     MONUMENTED       CGS
 MS0455
 MS0455                          STATION DESCRIPTION
 MS0455
 MS0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MS0455'5.5 MI N FROM GROUSE CREEK.
 MS0455'3.4 MILES NORTH, 2.1 MILES NORTHWEST, 0.3 MILE SOUTHEAST OF A FENCE
 MS0455'CORNER, AT THE NORTHEAST END OF AND ON THE EAST SLOPE OF A RIDGE, ON
 MS0455'THE INSIDE OF A CURVE, 71.8 FEET WEST OF AND ACROSS THE ROAD FROM A
 MS0455'FENCE, 42 FEET WEST OF THE CENTER LINE OF THE ROAD, AND SET IN THE TOP
 MS0455'OF A SLOPING SAND STONE OUTCROP, 41 FEET NORTH OF A 6 INCH JUNIPER
 MS0455'TREE, 23 FEET SOUTHEAST OF THE CENTER LINE OF THE RIDGE, AND ABOUT 13
 MS0455'1/2 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS
 MS0455'B M.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0506 ***********************************************************************
 MR0506  DESIGNATION -  H 338
 MR0506  PID         -  MR0506
 MR0506  STATE/COUNTY-  UT/CACHE
 MR0506  COUNTRY     -  US
 MR0506  USGS QUAD   -  TRENTON (2017)
 MR0506
 MR0506                         *CURRENT SURVEY CONTROL
 MR0506  ______________________________________________________________________
 MR0506* NAD 83(1986) POSITION- 41 58 31.     (N) 111 56 13.     (W)   SCALED
 MR0506* NAVD 88 ORTHO HEIGHT -  1352.600 (meters)     4437.66  (feet) ADJUSTED
 MR0506  ______________________________________________________________________
 MR0506  GEOID HEIGHT    -        -14.921 (meters)                     GEOID18
 MR0506  DYNAMIC HEIGHT  -       1351.656 (meters)     4434.56  (feet) COMP
 MR0506  MODELED GRAVITY -    979,877.9   (mgal)                       NAVD 88
 MR0506
 MR0506  VERT ORDER      -  SECOND    CLASS 0
 MR0506
 MR0506.The horizontal coordinates were scaled from a map and have
 MR0506.an estimated accuracy of +/- 6 seconds.
 MR0506
 MR0506.The orthometric height was determined by differential leveling and
 MR0506.adjusted by the NATIONAL GEODETIC SURVEY
 MR0506.in June 1991.
 MR0506
 MR0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0506.GEOID18 height accuracy estimate available here.
 MR0506
 MR0506.Click photographs - Photos may exist for this station.
 MR0506
 MR0506.The dynamic height is computed by dividing the NAVD 88
 MR0506.geopotential number by the normal gravity value computed on the
 MR0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0506.degrees latitude (g = 980.6199 gals.).
 MR0506
 MR0506.The modeled gravity was interpolated from observed gravity values.
 MR0506
 MR0506;                    North         East    Units  Estimated Accuracy
 MR0506;SPC UT N     - 1,182,440.      463,780.      MT  (+/- 180 meters Scaled)
 MR0506
 MR0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM223474(NAD 83)
 MR0506
 MR0506                          SUPERSEDED SURVEY CONTROL
 MR0506
 MR0506  NGVD 29 (??/??/92) 1351.59   (m)         4434.3    (f) COMPUTED    2 0
 MR0506
 MR0506.Superseded values are not recommended for survey control.
 MR0506
 MR0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0506.See file dsdata.pdf to determine how the superseded data were derived.
 MR0506
 MR0506_MARKER: DB = BENCH MARK DISK
 MR0506_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0506_SP_SET: ABUTMENT
 MR0506_STAMPING: H 338 1951
 MR0506_MARK LOGO: CGS
 MR0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0506
 MR0506  HISTORY     - Date     Condition        Report By
 MR0506  HISTORY     - 1951     MONUMENTED       CGS
 MR0506
 MR0506                          STATION DESCRIPTION
 MR0506
 MR0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MR0506'1.0 MI E FROM CORNISH.
 MR0506'ABOUT 1.0 MILES EAST ALONG STATE HIGHWAY 61 FROM THE UNION PACIFIC
 MR0506'COMPANY RAILROAD STATION AT CORNISH, SET ON TOP OF THE SOUTH END OF
 MR0506'THE WEST CONCRETE ABUTMENT OF THE LARGE BRIDGE OVER THE BEAR RIVER, 10
 MR0506'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.5 FEET NORTH OF THE
 MR0506'SOUTH EDGE OF THE ABUTMENT, AND SET 2.0 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0507 ***********************************************************************
 MR0507  DESIGNATION -  H 338 RESET
 MR0507  PID         -  MR0507
 MR0507  STATE/COUNTY-  UT/CACHE
 MR0507  COUNTRY     -  US
 MR0507  USGS QUAD   -  TRENTON (2017)
 MR0507
 MR0507                         *CURRENT SURVEY CONTROL
 MR0507  ______________________________________________________________________
 MR0507* NAD 83(1986) POSITION- 41 58 31.     (N) 111 56 13.     (W)   SCALED
 MR0507* NAVD 88 ORTHO HEIGHT -  1354.37  (+/-2cm)     4443.5   (feet) VERTCON3
 MR0507  ______________________________________________________________________
 MR0507  GEOID HEIGHT    -        -14.921 (meters)                     GEOID18
 MR0507  VERT ORDER      -  THIRD (See Below)
 MR0507
 MR0507.The horizontal coordinates were scaled from a map and have
 MR0507.an estimated accuracy of +/- 6 seconds.
 MR0507
 MR0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0507
 MR0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0507.GEOID18 height accuracy estimate available here.
 MR0507
 MR0507.The vertical order pertains to the NGVD 29 superseded value.
 MR0507
 MR0507.Click photographs - Photos may exist for this station.
 MR0507
 MR0507;                    North         East    Units  Estimated Accuracy
 MR0507;SPC UT N     - 1,182,440.      463,780.      MT  (+/- 180 meters Scaled)
 MR0507
 MR0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM223474(NAD 83)
 MR0507
 MR0507                          SUPERSEDED SURVEY CONTROL
 MR0507
 MR0507  NGVD 29 (??/??/??) 1353.33   (m)         4440.1    (f) RESET       3  
 MR0507
 MR0507.Superseded values are not recommended for survey control.
 MR0507
 MR0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0507.See file dsdata.pdf to determine how the superseded data were derived.
 MR0507
 MR0507_MARKER: DB = BENCH MARK DISK
 MR0507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0507_SP_SET: CURB
 MR0507_STAMPING: H 338 RESET 1961
 MR0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0507
 MR0507  HISTORY     - Date     Condition        Report By
 MR0507  HISTORY     - 1961     MONUMENTED       CGS
 MR0507
 MR0507                          STATION DESCRIPTION
 MR0507
 MR0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MR0507'1.0 MI E FROM CORNISH.
 MR0507'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 61 FROM THE UNION PACIFIC
 MR0507'COMPANY RAILROAD STATION AT CORNISH, 830 FEET WEST OF THE OLD MARK, 17
 MR0507'FEET SOUTH OF THE CENTERLINE OF A NEW HIGHWAY, AND SET IN THE
 MR0507'SOUTHEAST END OF A NEW BRIDGE CURB.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0348 ***********************************************************************
 JO0348  DESIGNATION -  H 34
 JO0348  PID         -  JO0348
 JO0348  STATE/COUNTY-  UT/MILLARD
 JO0348  COUNTRY     -  US
 JO0348  USGS QUAD   -  MORMON GAP (2017)
 JO0348
 JO0348                         *CURRENT SURVEY CONTROL
 JO0348  ______________________________________________________________________
 JO0348* NAD 83(1986) POSITION- 38 44 00.     (N) 113 56 27.     (W)   SCALED
 JO0348* NAVD 88 ORTHO HEIGHT -  1727.778 (meters)     5668.55  (feet) ADJUSTED
 JO0348  ______________________________________________________________________
 JO0348  GEOID HEIGHT    -        -20.793 (meters)                     GEOID18
 JO0348  DYNAMIC HEIGHT  -       1725.970 (meters)     5662.62  (feet) COMP
 JO0348  MODELED GRAVITY -    979,520.7   (mgal)                       NAVD 88
 JO0348
 JO0348  VERT ORDER      -  FIRST     CLASS II
 JO0348
 JO0348.The horizontal coordinates were scaled from a map and have
 JO0348.an estimated accuracy of +/- 6 seconds.
 JO0348
 JO0348.The orthometric height was determined by differential leveling and
 JO0348.adjusted by the NATIONAL GEODETIC SURVEY
 JO0348.in June 1991.
 JO0348
 JO0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0348.GEOID18 height accuracy estimate available here.
 JO0348
 JO0348.Click photographs - Photos may exist for this station.
 JO0348
 JO0348.The dynamic height is computed by dividing the NAVD 88
 JO0348.geopotential number by the normal gravity value computed on the
 JO0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0348.degrees latitude (g = 980.6199 gals.).
 JO0348
 JO0348.The modeled gravity was interpolated from observed gravity values.
 JO0348
 JO0348;                    North         East    Units  Estimated Accuracy
 JO0348;SPC UT C     - 2,047,310.      287,780.      MT  (+/- 180 meters Scaled)
 JO0348
 JO0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH443912(NAD 83)
 JO0348
 JO0348                          SUPERSEDED SURVEY CONTROL
 JO0348
 JO0348  NGVD 29 (??/??/92) 1726.597  (m)         5664.68   (f) ADJ UNCH    1 2
 JO0348
 JO0348.Superseded values are not recommended for survey control.
 JO0348
 JO0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0348.See file dsdata.pdf to determine how the superseded data were derived.
 JO0348
 JO0348_MARKER: DB = BENCH MARK DISK
 JO0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0348_STAMPING: H 34 1934
 JO0348_MARK LOGO: CGS
 JO0348_PROJECTION: PROJECTING 15 CENTIMETERS
 JO0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0348+STABILITY: SURFACE MOTION
 JO0348
 JO0348  HISTORY     - Date     Condition        Report By
 JO0348  HISTORY     - 1934     MONUMENTED       CGS
 JO0348  HISTORY     - 1971     GOOD             USGS
 JO0348  HISTORY     - 1984     GOOD             NGS
 JO0348
 JO0348                          STATION DESCRIPTION
 JO0348
 JO0348'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0348'16.5 MI SE FROM GARRISON.
 JO0348'15.4 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 JO0348'GARRISON, MILLARD COUNTY, THENCE 0.35 MILE NORTHWEST ALONG A DIRT ROAD
 JO0348'AND 43 FT. SOUTHWEST FROM THE CENTERLINE OF THE DIRT ROAD, AND SET IN
 JO0348'THE TOP OF A CONCRETE POST.
 JO0348
 JO0348                          STATION RECOVERY (1984)
 JO0348
 JO0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0348'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  24.3 KM
 JO0348'(15.2 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0348'OFFICE AT GARRISON, THENCE 0.15 KM (0.1 MI) SOUTHWEST ACROSS COUNTRY,
 JO0348'0.65 KM (0.4 MI) SOUTHEAST OF MILEPOST 16, 28.5 METERS (93.5 FT)
 JO0348'SOUTHWEST OF THE CENTER OF A DIRT ROAD AND 0.3 METER (1 FT) NORTHEAST
 JO0348'OF A STEEL WITNESS POST.
 JO0348'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 JO0348'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0202 ***********************************************************************
 HO0202  DESIGNATION -  H 34
 HO0202  PID         -  HO0202
 HO0202  STATE/COUNTY-  UT/IRON
 HO0202  COUNTRY     -  US
 HO0202  USGS QUAD   -  ENOCH (2017)
 HO0202
 HO0202                         *CURRENT SURVEY CONTROL
 HO0202  ______________________________________________________________________
 HO0202* NAD 83(1986) POSITION- 37 46 32.     (N) 113 06 36.     (W)   SCALED
 HO0202* NAVD 88 ORTHO HEIGHT -  1671.36  (+/-2cm)     5483.5   (feet) VERTCON3
 HO0202  ______________________________________________________________________
 HO0202  GEOID HEIGHT    -        -21.802 (meters)                     GEOID18
 HO0202  VERT ORDER      -  SECOND    CLASS 0 (See Below)
 HO0202
 HO0202.The horizontal coordinates were scaled from a map and have
 HO0202.an estimated accuracy of +/- 6 seconds.
 HO0202
 HO0202.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0202
 HO0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0202.GEOID18 height accuracy estimate available here.
 HO0202
 HO0202.The vertical order pertains to the NGVD 29 superseded value.
 HO0202
 HO0202.Click photographs - Photos may exist for this station.
 HO0202
 HO0202;                    North         East    Units  Estimated Accuracy
 HO0202;SPC UT S     - 3,124,290.      358,170.      MT  (+/- 180 meters Scaled)
 HO0202
 HO0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG141830(NAD 83)
 HO0202
 HO0202                          SUPERSEDED SURVEY CONTROL
 HO0202
 HO0202  NGVD 29 (??/??/92) 1670.262  (m)         5479.85   (f) ADJ UNCH    2 0
 HO0202
 HO0202.Superseded values are not recommended for survey control.
 HO0202
 HO0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0202.See file dsdata.pdf to determine how the superseded data were derived.
 HO0202
 HO0202_MARKER: DD = SURVEY DISK
 HO0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0202_STAMPING: H 34 1928
 HO0202_MARK LOGO: USGS
 HO0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0202+STABILITY: SURFACE MOTION
 HO0202
 HO0202  HISTORY     - Date     Condition        Report By
 HO0202  HISTORY     - 1928     MONUMENTED       USGS
 HO0202  HISTORY     - 1965     GOOD             CGS
 HO0202  HISTORY     - 1984     MARK NOT FOUND   NGS
 HO0202
 HO0202                          STATION DESCRIPTION
 HO0202
 HO0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HO0202'4.0 MI NW FROM CEDAR CITY.
 HO0202'2.8 MILES WEST ALONG STATE HIGHWAY 56 FROM CEDAR CITY, IRON COUNTY,
 HO0202'THENCE ABOUT 6.5 MILES NORTH ALONG STATE HIGHWAY 19, ABOUT 250 FEET
 HO0202'EAST OF A CURVE TO THE SOUTH, 24 FEET SOUTH OF A FENCE CORNER, AND 2
 HO0202'FEET EAST OF A FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HO0202'DISK, STAMPED H 34 1928 AND SET IN THE TOP OF A CONCRETE POST.
 HO0202
 HO0202                          STATION RECOVERY (1984)
 HO0202
 HO0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HO0202'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0192 ***********************************************************************
 HO0192  DESIGNATION -  H 35
 HO0192  PID         -  HO0192
 HO0192  STATE/COUNTY-  UT/IRON
 HO0192  COUNTRY     -  US
 HO0192  USGS QUAD   -  PARAGONAH (2017)
 HO0192
 HO0192                         *CURRENT SURVEY CONTROL
 HO0192  ______________________________________________________________________
 HO0192* NAD 83(1986) POSITION- 37 55 56.     (N) 112 45 54.     (W)   SCALED
 HO0192* NAVD 88 ORTHO HEIGHT -  1757.896 (meters)     5767.36  (feet) ADJUSTED
 HO0192  ______________________________________________________________________
 HO0192  GEOID HEIGHT    -        -20.825 (meters)                     GEOID18
 HO0192  DYNAMIC HEIGHT  -       1755.861 (meters)     5760.69  (feet) COMP
 HO0192  MODELED GRAVITY -    979,410.2   (mgal)                       NAVD 88
 HO0192
 HO0192  VERT ORDER      -  SECOND    CLASS 0
 HO0192
 HO0192.The horizontal coordinates were scaled from a map and have
 HO0192.an estimated accuracy of +/- 6 seconds.
 HO0192
 HO0192.The orthometric height was determined by differential leveling and
 HO0192.adjusted by the NATIONAL GEODETIC SURVEY
 HO0192.in June 1991.
 HO0192
 HO0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0192.GEOID18 height accuracy estimate available here.
 HO0192
 HO0192.Click photographs - Photos may exist for this station.
 HO0192
 HO0192.The dynamic height is computed by dividing the NAVD 88
 HO0192.geopotential number by the normal gravity value computed on the
 HO0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0192.degrees latitude (g = 980.6199 gals.).
 HO0192
 HO0192.The modeled gravity was interpolated from observed gravity values.
 HO0192
 HO0192;                    North         East    Units  Estimated Accuracy
 HO0192;SPC UT S     - 3,141,210.      388,800.      MT  (+/- 180 meters Scaled)
 HO0192
 HO0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG448997(NAD 83)
 HO0192
 HO0192                          SUPERSEDED SURVEY CONTROL
 HO0192
 HO0192  NGVD 29 (??/??/92) 1756.742  (m)         5763.58   (f) ADJ UNCH    2 0
 HO0192
 HO0192.Superseded values are not recommended for survey control.
 HO0192
 HO0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0192.See file dsdata.pdf to determine how the superseded data were derived.
 HO0192
 HO0192_MARKER: DB = BENCH MARK DISK
 HO0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0192_STAMPING: H 35 1934
 HO0192_MARK LOGO: CGS
 HO0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0192+STABILITY: SURFACE MOTION
 HO0192
 HO0192  HISTORY     - Date     Condition        Report By
 HO0192  HISTORY     - 1934     MONUMENTED       CGS
 HO0192  HISTORY     - 1988     GOOD             USPSQD
 HO0192
 HO0192                          STATION DESCRIPTION
 HO0192
 HO0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0192'7.2 MI N FROM PAROWAN.
 HO0192'7.2 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE HIGH SCHOOL AT PAROWAN,
 HO0192'AT THE EAST EDGE OF THE OLD ROAD, ABOUT 120 FEET EAST OF POLE 9977,
 HO0192'AND 48 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  SET IN THE TOP OF
 HO0192'A CONCRETE POST.
 HO0192
 HO0192                          STATION RECOVERY (1988)
 HO0192
 HO0192'RECOVERY NOTE BY US POWER SQUADRON 1988 (TM)
 HO0192'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0201 ***********************************************************************
 HO0201  DESIGNATION -  H 35
 HO0201  PID         -  HO0201
 HO0201  STATE/COUNTY-  UT/IRON
 HO0201  COUNTRY     -  US
 HO0201  USGS QUAD   -  THE THREE PEAKS (2017)
 HO0201
 HO0201                         *CURRENT SURVEY CONTROL
 HO0201  ______________________________________________________________________
 HO0201* NAD 83(1986) POSITION- 37 49 24.     (N) 113 08 51.     (W)   SCALED
 HO0201* NAVD 88 ORTHO HEIGHT -  1705.93  (+/-2cm)     5596.9   (feet) VERTCON3
 HO0201  ______________________________________________________________________
 HO0201  GEOID HEIGHT    -        -21.921 (meters)                     GEOID18
 HO0201  VERT ORDER      -  ? (See Below)
 HO0201
 HO0201.The horizontal coordinates were scaled from a map and have
 HO0201.an estimated accuracy of +/- 6 seconds.
 HO0201
 HO0201.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0201
 HO0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0201.GEOID18 height accuracy estimate available here.
 HO0201
 HO0201.The vertical order pertains to the NGVD 29 superseded value.
 HO0201
 HO0201.Click photographs - Photos may exist for this station.
 HO0201
 HO0201;                    North         East    Units  Estimated Accuracy
 HO0201;SPC UT S     - 3,129,650.      354,960.      MT  (+/- 180 meters Scaled)
 HO0201
 HO0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG109883(NAD 83)
 HO0201
 HO0201                          SUPERSEDED SURVEY CONTROL
 HO0201
 HO0201  NGVD 29 (??/??/92) 1704.827  (m)         5593.25   (f) ADJ UNCH       
 HO0201
 HO0201.Superseded values are not recommended for survey control.
 HO0201
 HO0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0201.See file dsdata.pdf to determine how the superseded data were derived.
 HO0201
 HO0201_MARKER: DD = SURVEY DISK
 HO0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0201_STAMPING: H 35 1928
 HO0201_MARK LOGO: USGS
 HO0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0201+STABILITY: SURFACE MOTION
 HO0201
 HO0201  HISTORY     - Date     Condition        Report By
 HO0201  HISTORY     - 1928     MONUMENTED       USGS
 HO0201
 HO0201                          STATION DESCRIPTION
 HO0201
 HO0201'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 HO0201'2.8 MI W FROM CEDAR CITY.
 HO0201'ABOUT 2.8 MILES WEST ALONG STATE HIGHWAY 56 FROM CEDAR CITY, IRON
 HO0201'COUNTY, THENCE ABOUT 9.5 MILES NORTH ALONG STATE HIGHWAY 19, ABOUT 450
 HO0201'FEET NORTH OF THE JUNCTION OF A ROAD LEADING EAST, AT THE SUMMIT OF A
 HO0201'GRADE, AND 36 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 19. A
 HO0201'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 35 1928 AND
 HO0201'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0079 ***********************************************************************
 MS0079  DESIGNATION -  H 36
 MS0079  PID         -  MS0079
 MS0079  STATE/COUNTY-  UT/BOX ELDER
 MS0079  COUNTRY     -  US
 MS0079  USGS QUAD   -  PUBLIC SHOOTING GROUNDS (2017)
 MS0079
 MS0079                         *CURRENT SURVEY CONTROL
 MS0079  ______________________________________________________________________
 MS0079* NAD 83(1986) POSITION- 41 36 19.     (N) 112 20 41.     (W)   SCALED
 MS0079* NAVD 88 ORTHO HEIGHT -  1291.017 (meters)     4235.61  (feet) ADJUSTED
 MS0079  ______________________________________________________________________
 MS0079  GEOID HEIGHT    -        -16.029 (meters)                     GEOID18
 MS0079  DYNAMIC HEIGHT  -       1290.132 (meters)     4232.71  (feet) COMP
 MS0079  MODELED GRAVITY -    979,892.5   (mgal)                       NAVD 88
 MS0079
 MS0079  VERT ORDER      -  FIRST     CLASS II
 MS0079
 MS0079.The horizontal coordinates were scaled from a map and have
 MS0079.an estimated accuracy of +/- 6 seconds.
 MS0079
 MS0079.The orthometric height was determined by differential leveling and
 MS0079.adjusted by the NATIONAL GEODETIC SURVEY
 MS0079.in June 1991.
 MS0079
 MS0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0079.GEOID18 height accuracy estimate available here.
 MS0079
 MS0079.Click photographs - Photos may exist for this station.
 MS0079
 MS0079.The dynamic height is computed by dividing the NAVD 88
 MS0079.geopotential number by the normal gravity value computed on the
 MS0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0079.degrees latitude (g = 980.6199 gals.).
 MS0079
 MS0079.The modeled gravity was interpolated from observed gravity values.
 MS0079
 MS0079;                    North         East    Units  Estimated Accuracy
 MS0079;SPC UT N     - 1,141,590.      429,590.      MT  (+/- 180 meters Scaled)
 MS0079
 MS0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM879068(NAD 83)
 MS0079
 MS0079                          SUPERSEDED SURVEY CONTROL
 MS0079
 MS0079  NGVD 29 (??/??/92) 1290.037  (m)         4232.40   (f) ADJ UNCH    1 2
 MS0079
 MS0079.Superseded values are not recommended for survey control.
 MS0079
 MS0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0079.See file dsdata.pdf to determine how the superseded data were derived.
 MS0079
 MS0079_MARKER: DD = SURVEY DISK
 MS0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0079_STAMPING: H 36 1923
 MS0079_MARK LOGO: USGS
 MS0079_PROJECTION: PROJECTING 15 CENTIMETERS
 MS0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0079+STABILITY: SURFACE MOTION
 MS0079
 MS0079  HISTORY     - Date     Condition        Report By
 MS0079  HISTORY     - 1923     MONUMENTED       USGS
 MS0079  HISTORY     - 1953     GOOD             CGS
 MS0079  HISTORY     - 1984     MARK NOT FOUND   NGS
 MS0079
 MS0079                          STATION DESCRIPTION
 MS0079
 MS0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0079'12.5 MI E FROM PROMONTORY.
 MS0079'1.8 MILES NORTHEAST ALONG A COUNTY GRAVELED ROAD FROM THE GOLDEN SPIKE
 MS0079'MONUMENT AT PROMONTORY, THENCE 10.3 MILES EAST ALONG STATE HIGHWAY 83,
 MS0079'THENCE 0.4 MILE SOUTH ALONG A TRACK ROAD.  AT THE CROSSING OF THE
 MS0079'ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED, 0.45 MILE WEST OF
 MS0079'MILEPOLE 789, 69 1/2 FEET SOUTHEAST OF SALT LAKE PIPE LINE COMPANY
 MS0079'MILEPOST 68, 45 FEET SOUTH OF THE CENTER LINE OF THE OLD RAILROAD BED,
 MS0079'15 FEET WEST OF THE CENTER LINE OF THE ROAD, 4 FEET SOUTH OF A
 MS0079'TELEPHONE POLE MARKED BY THE WHITE PAINTED LETTERS BM, 1.5 FEET NORTH
 MS0079'OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE OLD RAILROAD BED, AND
 MS0079'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 MS0079'GROUND.  NOTE-- THE NORTHWEST CORNER OF THE POST HAS BEEN CHIPPED OFF.
 MS0079
 MS0079                          STATION RECOVERY (1984)
 MS0079
 MS0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0079'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0200 ***********************************************************************
 HO0200  DESIGNATION -  H 36
 HO0200  PID         -  HO0200
 HO0200  STATE/COUNTY-  UT/IRON
 HO0200  COUNTRY     -  US
 HO0200  USGS QUAD   -  THE THREE PEAKS (2017)
 HO0200
 HO0200                         *CURRENT SURVEY CONTROL
 HO0200  ______________________________________________________________________
 HO0200* NAD 83(1986) POSITION- 37 51 12.     (N) 113 10 15.     (W)   SCALED
 HO0200* NAVD 88 ORTHO HEIGHT -  1692.05  (+/-2cm)     5551.3   (feet) VERTCON3
 HO0200  ______________________________________________________________________
 HO0200  GEOID HEIGHT    -        -21.987 (meters)                     GEOID18
 HO0200  VERT ORDER      -  ? (See Below)
 HO0200
 HO0200.The horizontal coordinates were scaled from a map and have
 HO0200.an estimated accuracy of +/- 6 seconds.
 HO0200
 HO0200.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0200
 HO0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0200.GEOID18 height accuracy estimate available here.
 HO0200
 HO0200.The vertical order pertains to the NGVD 29 superseded value.
 HO0200
 HO0200.Click photographs - Photos may exist for this station.
 HO0200
 HO0200;                    North         East    Units  Estimated Accuracy
 HO0200;SPC UT S     - 3,133,010.      352,970.      MT  (+/- 180 meters Scaled)
 HO0200
 HO0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG090917(NAD 83)
 HO0200
 HO0200                          SUPERSEDED SURVEY CONTROL
 HO0200
 HO0200  NGVD 29 (??/??/92) 1690.941  (m)         5547.70   (f) ADJ UNCH       
 HO0200
 HO0200.Superseded values are not recommended for survey control.
 HO0200
 HO0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0200.See file dsdata.pdf to determine how the superseded data were derived.
 HO0200
 HO0200_MARKER: DD = SURVEY DISK
 HO0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0200_STAMPING: H 36 1928
 HO0200_MARK LOGO: USGS
 HO0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0200+STABILITY: SURFACE MOTION
 HO0200
 HO0200  HISTORY     - Date     Condition        Report By
 HO0200  HISTORY     - 1928     MONUMENTED       USGS
 HO0200
 HO0200                          STATION DESCRIPTION
 HO0200
 HO0200'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 HO0200'18.2 MI SE FROM LUND.
 HO0200'ABOUT 18.2 MILES SOUTHEAST ALONG STATE HIGHWAY 19 FROM LUND, IRON
 HO0200'COUNTY, ABOUT 15.6 MILES NORTHWEST OF CEDAR CITY, 75 FEET NORTH OF THE
 HO0200'JUNCTION OF A ROAD LEADING NORTHEAST, 33 FEET EAST OF THE CENTER LINE
 HO0200'OF THE HIGHWAY, AND 22 FEET WEST OF THE CENTER LINE OF THE ROAD. A
 HO0200'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 36 1928 AND
 HO0200'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0504 ***********************************************************************
 JN0504  DESIGNATION -  H 36 RESET
 JN0504  PID         -  JN0504
 JN0504  STATE/COUNTY-  UT/SEVIER
 JN0504  COUNTRY     -  US
 JN0504  USGS QUAD   -  JOHNS PEAK (2017)
 JN0504
 JN0504                         *CURRENT SURVEY CONTROL
 JN0504  ______________________________________________________________________
 JN0504* NAD 83(1986) POSITION- 38 43 10.     (N) 111 23 52.     (W)   SCALED
 JN0504* NAVD 88 ORTHO HEIGHT -  2236.06  (meters)     7336.1   (feet) RESET
 JN0504  ______________________________________________________________________
 JN0504  GEOID HEIGHT    -        -17.690 (meters)                     GEOID18
 JN0504  VERT ORDER      -  THIRD
 JN0504
 JN0504.The horizontal coordinates were scaled from a map and have
 JN0504.an estimated accuracy of +/- 6 seconds.
 JN0504
 JN0504.The orthometric height was computed from unverified reset data.
 JN0504
 JN0504.No vertical observational check was made to the station.
 JN0504
 JN0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0504.GEOID18 height accuracy estimate available here.
 JN0504
 JN0504.Click photographs - Photos may exist for this station.
 JN0504
 JN0504;                    North         East    Units  Estimated Accuracy
 JN0504;SPC UT C     - 2,042,870.      508,890.      MT  (+/- 180 meters Scaled)
 JN0504
 JN0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH654857(NAD 83)
 JN0504
 JN0504                          SUPERSEDED SURVEY CONTROL
 JN0504
 JN0504  NGVD 29 (07/25/12) 2234.73   (m)         7331.8    (f) RESET       3  
 JN0504
 JN0504.Superseded values are not recommended for survey control.
 JN0504
 JN0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0504.See file dsdata.pdf to determine how the superseded data were derived.
 JN0504
 JN0504_MARKER: DV = VERTICAL CONTROL DISK
 JN0504_SETTING: 0 = UNSPECIFIED SETTING
 JN0504_STAMPING: H 36 RESET 1986
 JN0504_MARK LOGO: NGS
 JN0504_MAGNETIC: N = NO MAGNETIC MATERIAL
 JN0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0504
 JN0504  HISTORY     - Date     Condition        Report By
 JN0504  HISTORY     - 1986     MONUMENTED       FHWA
 JN0504
 JN0504                          STATION DESCRIPTION
 JN0504
 JN0504'DESCRIBED BY FEDERAL HIGHWAY ADMINISTRATION 1986
 JN0504'18.7 MILES (30.1 KM) SOUTH ALONG STATE HIGHWAY 10 AND 72 FROM
 JN0504'THE PUBLIC SCHOOL IN EMORY, IN THE CENTER OF A 1-ACRE FLAT SURROUNDED
 JN0504'BY TREES, MARK IS 104 FEET (31.7 M) NORTH OF CURVE LEADING WEST, 30
 JN0504'FEET (9.1 M) EAST OF CENTERLINE OF STATE HIGHWAY 72, 92 FEET
 JN0504'(28.0 M) RIGHT FROM CENTERLINE STA. 1252+00, AND 72 FEET (21.9 M)
 JN0504'FROM OLD H-36.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0341 ***********************************************************************
 HO0341  DESIGNATION -  H 364
 HO0341  PID         -  HO0341
 HO0341  STATE/COUNTY-  UT/WASHINGTON
 HO0341  COUNTRY     -  US
 HO0341  USGS QUAD   -  HURRICANE (2017)
 HO0341
 HO0341                         *CURRENT SURVEY CONTROL
 HO0341  ______________________________________________________________________
 HO0341* NAD 83(1986) POSITION- 37 10 36.     (N) 113 18 35.     (W)   SCALED
 HO0341* NAVD 88 ORTHO HEIGHT -   976.172 (meters)     3202.66  (feet) ADJUSTED
 HO0341  ______________________________________________________________________
 HO0341  GEOID HEIGHT    -        -23.751 (meters)                     GEOID18
 HO0341  DYNAMIC HEIGHT  -        975.144 (meters)     3199.28  (feet) COMP
 HO0341  MODELED GRAVITY -    979,545.8   (mgal)                       NAVD 88
 HO0341  OBS GRAVITY     -    979,545.8   (mgal)                       GRAV_OBS
 HO0341
 HO0341  VERT ORDER      -  FIRST     CLASS II
 HO0341
 HO0341.The horizontal coordinates were scaled from a map and have
 HO0341.an estimated accuracy of +/- 6 seconds.
 HO0341
 HO0341.The orthometric height was determined by differential leveling and
 HO0341.adjusted by the NATIONAL GEODETIC SURVEY
 HO0341.in June 1991.
 HO0341
 HO0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0341.GEOID18 height accuracy estimate available here.
 HO0341
 HO0341.Click photographs - Photos may exist for this station.
 HO0341
 HO0341.The dynamic height is computed by dividing the NAVD 88
 HO0341.geopotential number by the normal gravity value computed on the
 HO0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0341.degrees latitude (g = 980.6199 gals.).
 HO0341
 HO0341.The modeled gravity was interpolated from observed gravity values.
 HO0341
 HO0341.The observed gravity was obtained from relative gravimeter ties
 HO0341.to the IGSN71 gravity network.
 HO0341
 HO0341;                    North         East    Units  Estimated Accuracy
 HO0341;SPC UT S     - 3,058,160.      339,300.      MT  (+/- 180 meters Scaled)
 HO0341
 HO0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG949169(NAD 83)
 HO0341
 HO0341                          SUPERSEDED SURVEY CONTROL
 HO0341
 HO0341.No superseded survey control is available for this station.
 HO0341
 HO0341_MARKER: I = METAL ROD
 HO0341_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0341_STAMPING: H 364 1982
 HO0341_MARK LOGO: NGS
 HO0341_PROJECTION: FLUSH
 HO0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0341_ROD/PIPE-DEPTH: 4.2 meters
 HO0341
 HO0341  HISTORY     - Date     Condition        Report By
 HO0341  HISTORY     - 1982     MONUMENTED       NGS
 HO0341  HISTORY     - 20120130 MARK NOT FOUND   GEOCAC
 HO0341
 HO0341                          STATION DESCRIPTION
 HO0341
 HO0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0341'1.9 KM (1.2 MI) WEST FROM HURRICANE.
 HO0341'1.95 KM (1.2 MI) WEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 HO0341'HIGHWAY 59 IN HURRICANE, IN THE NORTHEAST CORNER OF THE INTERSECTION
 HO0341'OF COVE LANE, 0.5 KM (0.3 MI) EAST OF MILEPOST 8, 0.4 KM (0.25 MI)
 HO0341'EAST OF THE CONCRETE BRIDGE OVER GOULD WASH, 14.8 METERS (48.5 FT)
 HO0341'NORTH OF THE HIGHWAY CENTERLINE, 14.0 METERS (46 FT) EAST OF THE
 HO0341'CENTER OF COVE LANE, 8.8 METERS (29 FT) EAST OF A FENCE CORNER POST,
 HO0341'1.5 METERS (5 FT) EAST OF THE EAST GATE POST FOR A WIRE GATE, 0.45
 HO0341'METER (1.5 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 HO0341'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 HO0341'THE MARK IS 0.8 M BELOW THE HIGHWAY.
 HO0341
 HO0341                          STATION RECOVERY (2012)
 HO0341
 HO0341'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 HO0341'THE LOT HAS BEEN FULLY DEVELOPED, A SHOPPING CENTER BUILT, AND THE
 HO0341'GRADE RAISED SUBSTANTIALLY. GRADE OF THE LOT IS NOW ABOVE LEVEL OF
 HO0341'UTAH HIGHWAY 9 (STATE STREET). FENCE STRUCTURES REFERENCED IN THE
 HO0341'DESCRIPTION NO LONGER EXIST. COVE LANE NO LONGER EXISTS BUT MAY HAVE
 HO0341'BEEN RENAMED 1150 WEST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0366 ***********************************************************************
 HO0366  DESIGNATION -  H 365
 HO0366  PID         -  HO0366
 HO0366  STATE/COUNTY-  UT/WASHINGTON
 HO0366  COUNTRY     -  US
 HO0366  USGS QUAD   -  SANTA CLARA (2017)
 HO0366
 HO0366                         *CURRENT SURVEY CONTROL
 HO0366  ______________________________________________________________________
 HO0366* NAD 83(1986) POSITION- 37 11 05.     (N) 113 43 55.     (W)   SCALED
 HO0366* NAVD 88 ORTHO HEIGHT -   979.118 (meters)     3212.32  (feet) ADJUSTED
 HO0366  ______________________________________________________________________
 HO0366  GEOID HEIGHT    -        -24.421 (meters)                     GEOID18
 HO0366  DYNAMIC HEIGHT  -        978.117 (meters)     3209.04  (feet) COMP
 HO0366  MODELED GRAVITY -    979,575.7   (mgal)                       NAVD 88
 HO0366
 HO0366  VERT ORDER      -  FIRST     CLASS II
 HO0366
 HO0366.The horizontal coordinates were scaled from a map and have
 HO0366.an estimated accuracy of +/- 6 seconds.
 HO0366
 HO0366.The orthometric height was determined by differential leveling and
 HO0366.adjusted by the NATIONAL GEODETIC SURVEY
 HO0366.in June 1991.
 HO0366
 HO0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0366.GEOID18 height accuracy estimate available here.
 HO0366
 HO0366.Click photographs - Photos may exist for this station.
 HO0366
 HO0366.The dynamic height is computed by dividing the NAVD 88
 HO0366.geopotential number by the normal gravity value computed on the
 HO0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0366.degrees latitude (g = 980.6199 gals.).
 HO0366
 HO0366.The modeled gravity was interpolated from observed gravity values.
 HO0366
 HO0366;                    North         East    Units  Estimated Accuracy
 HO0366;SPC UT S     - 3,059,860.      301,830.      MT  (+/- 180 meters Scaled)
 HO0366
 HO0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG574188(NAD 83)
 HO0366
 HO0366                          SUPERSEDED SURVEY CONTROL
 HO0366
 HO0366.No superseded survey control is available for this station.
 HO0366
 HO0366_MARKER: I = METAL ROD
 HO0366_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0366_STAMPING: H 365 1982
 HO0366_MARK LOGO: NGS
 HO0366_PROJECTION: FLUSH
 HO0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0366_ROD/PIPE-DEPTH: 4.9 meters
 HO0366
 HO0366  HISTORY     - Date     Condition        Report By
 HO0366  HISTORY     - 1982     MONUMENTED       NGS
 HO0366
 HO0366                          STATION DESCRIPTION
 HO0366
 HO0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0366'7.5 KM (4.7 MI) WEST FROM SANTA CLARA.
 HO0366'7.5 KM (4.7 MI) WEST ALONG OLD US HIGHWAY 91 FROM THE CHURCH OF LATTER
 HO0366'DAY SAINTS IN SANTA CLARA, IN THE NORTHWEST CORNER OF THE T JUNCTION
 HO0366'OF A PAVED ROAD LEADING NORTH TO THE SHIVWITS INDIAN VILLAGE, 0.95 KM
 HO0366'(0.6 MI) NORTHEAST OF THE NORTHEAST END OF THE BRIDGE OVER THE SANTA
 HO0366'CLARA RIVER, 18.0 METERS (59 FT) NORTH OF THE HIGHWAY CENTERLINE, 7.3
 HO0366'METERS (24 FT) WEST OF THE ROAD CENTER, 0.45 METER (1.5 FT) SOUTH OF
 HO0366'THE RIGHT OF WAY FENCE.
 HO0366'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 HO0366'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0405 ***********************************************************************
 HO0405  DESIGNATION -  H 366
 HO0405  PID         -  HO0405
 HO0405  STATE/COUNTY-  UT/WASHINGTON
 HO0405  COUNTRY     -  US
 HO0405  USGS QUAD   -  VIRGIN (2017)
 HO0405
 HO0405                         *CURRENT SURVEY CONTROL
 HO0405  ______________________________________________________________________
 HO0405* NAD 83(1986) POSITION- 37 12 13.     (N) 113 10 40.     (W)   SCALED
 HO0405* NAVD 88 ORTHO HEIGHT -  1072.255 (meters)     3517.89  (feet) ADJUSTED
 HO0405  ______________________________________________________________________
 HO0405  GEOID HEIGHT    -        -23.170 (meters)                     GEOID18
 HO0405  DYNAMIC HEIGHT  -       1071.115 (meters)     3514.15  (feet) COMP
 HO0405  MODELED GRAVITY -    979,532.0   (mgal)                       NAVD 88
 HO0405
 HO0405  VERT ORDER      -  FIRST     CLASS II
 HO0405
 HO0405.The horizontal coordinates were scaled from a map and have
 HO0405.an estimated accuracy of +/- 6 seconds.
 HO0405
 HO0405.The orthometric height was determined by differential leveling and
 HO0405.adjusted by the NATIONAL GEODETIC SURVEY
 HO0405.in June 1991.
 HO0405
 HO0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0405.GEOID18 height accuracy estimate available here.
 HO0405
 HO0405.Click photographs - Photos may exist for this station.
 HO0405
 HO0405.The dynamic height is computed by dividing the NAVD 88
 HO0405.geopotential number by the normal gravity value computed on the
 HO0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0405.degrees latitude (g = 980.6199 gals.).
 HO0405
 HO0405.The modeled gravity was interpolated from observed gravity values.
 HO0405
 HO0405;                    North         East    Units  Estimated Accuracy
 HO0405;SPC UT S     - 3,060,930.      351,070.      MT  (+/- 180 meters Scaled)
 HO0405
 HO0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG067196(NAD 83)
 HO0405
 HO0405                          SUPERSEDED SURVEY CONTROL
 HO0405
 HO0405.No superseded survey control is available for this station.
 HO0405
 HO0405_MARKER: I = METAL ROD
 HO0405_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0405_STAMPING: H 366 1982
 HO0405_MARK LOGO: NGS
 HO0405_PROJECTION: FLUSH
 HO0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0405_ROD/PIPE-DEPTH: 4.8 meters
 HO0405
 HO0405  HISTORY     - Date     Condition        Report By
 HO0405  HISTORY     - 1982     MONUMENTED       NGS
 HO0405
 HO0405                          STATION DESCRIPTION
 HO0405
 HO0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0405'1.3 KM (0.7 MI) EAST FROM VIRGIN.
 HO0405'0.35 KM (0.2 MI) NORTH ALONG A PAVED ROAD FROM THE POST OFFICE IN
 HO0405'VIRGIN, THENCE 0.95 KM (0.55 MI) EAST ALONG STATE HIGHWAY 9, 0.25 KM
 HO0405'(0.15 MI) WEST OF MILEPOST 17 AND THE BRIDGE OVER NORTH CREEK,
 HO0405'3.6 METERS (12 FT) NORTHWEST OF A 14-INCH COTTONWOOD TREE USED AS A
 HO0405'FENCE POST IN THE RIGHT OF WAY FENCE ON THE INSIDE OF A CURVE,
 HO0405'14.8 METERS (48.5 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 0.3 METER
 HO0405'(1 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 HO0405'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 HO0405'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0429 ***********************************************************************
 HO0429  DESIGNATION -  H 367
 HO0429  PID         -  HO0429
 HO0429  STATE/COUNTY-  UT/KANE
 HO0429  COUNTRY     -  US
 HO0429  USGS QUAD   -  CLEAR CREEK MOUNTAIN (2017)
 HO0429
 HO0429                         *CURRENT SURVEY CONTROL
 HO0429  ______________________________________________________________________
 HO0429* NAD 83(1986) POSITION- 37 15 43.     (N) 112 47 22.     (W)   SCALED
 HO0429* NAVD 88 ORTHO HEIGHT -  1835.941 (meters)     6023.42  (feet) ADJUSTED
 HO0429  ______________________________________________________________________
 HO0429  GEOID HEIGHT    -        -21.833 (meters)                     GEOID18
 HO0429  DYNAMIC HEIGHT  -       1833.723 (meters)     6016.14  (feet) COMP
 HO0429  MODELED GRAVITY -    979,357.3   (mgal)                       NAVD 88
 HO0429
 HO0429  VERT ORDER      -  FIRST     CLASS II
 HO0429
 HO0429.The horizontal coordinates were scaled from a map and have
 HO0429.an estimated accuracy of +/- 6 seconds.
 HO0429
 HO0429.The orthometric height was determined by differential leveling and
 HO0429.adjusted by the NATIONAL GEODETIC SURVEY
 HO0429.in June 1991.
 HO0429
 HO0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0429.GEOID18 height accuracy estimate available here.
 HO0429
 HO0429.Click photographs - Photos may exist for this station.
 HO0429
 HO0429.The dynamic height is computed by dividing the NAVD 88
 HO0429.geopotential number by the normal gravity value computed on the
 HO0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0429.degrees latitude (g = 980.6199 gals.).
 HO0429
 HO0429.The modeled gravity was interpolated from observed gravity values.
 HO0429
 HO0429;                    North         East    Units  Estimated Accuracy
 HO0429;SPC UT S     - 3,066,850.      385,620.      MT  (+/- 180 meters Scaled)
 HO0429
 HO0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG413254(NAD 83)
 HO0429
 HO0429                          SUPERSEDED SURVEY CONTROL
 HO0429
 HO0429.No superseded survey control is available for this station.
 HO0429
 HO0429_MARKER: I = METAL ROD
 HO0429_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0429_STAMPING: H 367 1983
 HO0429_MARK LOGO: NGS
 HO0429_PROJECTION: FLUSH
 HO0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0429_ROD/PIPE-DEPTH: 6.1 meters
 HO0429
 HO0429  HISTORY     - Date     Condition        Report By
 HO0429  HISTORY     - 1983     MONUMENTED       NGS
 HO0429
 HO0429                          STATION DESCRIPTION
 HO0429
 HO0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0429'28.6 KM (17.9 MI) EAST FROM SPRINGDALE.
 HO0429'28.65 KM (17.95 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF
 HO0429'LATTER DAY SAINTS IN SPRINGDALE, 7.6 KM (4.75 MI) EAST OF THE ZION
 HO0429'NATIONAL PARK BOUNDARY, 0.25 KM (0.15 MI) NORTHEAST OF MILEPOST 49, IN
 HO0429'THE EAST CORNER OF THE INTERSECTION OF THE OLD HIGHWAY BED AND AT THE
 HO0429'EAST END OF A LONG CURVE, 21.9 METERS (72 FT) SOUTH OF THE HIGHWAY
 HO0429'CENTERLINE, 8.8 METERS (29 FT) NORTHEAST OF THE CENTER OF THE OLD
 HO0429'HIGHWAY BED.
 HO0429'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 HO0429'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0453 ***********************************************************************
 HO0453  DESIGNATION -  H 368
 HO0453  PID         -  HO0453
 HO0453  STATE/COUNTY-  UT/KANE
 HO0453  COUNTRY     -  US
 HO0453  USGS QUAD   -  JOHNSON LAKES (2017)
 HO0453
 HO0453                         *CURRENT SURVEY CONTROL
 HO0453  ______________________________________________________________________
 HO0453* NAD 83(1986) POSITION- 37 02 20.4    (N) 112 17 46.9    (W)   HD_HELD2
 HO0453* NAVD 88 ORTHO HEIGHT -  1599.384 (meters)     5247.31  (feet) ADJUSTED
 HO0453  ______________________________________________________________________
 HO0453  GEOID HEIGHT    -        -22.169 (meters)                     GEOID18
 HO0453  DYNAMIC HEIGHT  -       1597.506 (meters)     5241.15  (feet) COMP
 HO0453  MODELED GRAVITY -    979,400.4   (mgal)                       NAVD 88
 HO0453
 HO0453  VERT ORDER      -  FIRST     CLASS II
 HO0453
 HO0453.The horizontal coordinates were established by autonomous hand held GPS
 HO0453.observations and have an estimated accuracy of +/- 10 meters.
 HO0453
 HO0453.The orthometric height was determined by differential leveling and
 HO0453.adjusted by the NATIONAL GEODETIC SURVEY
 HO0453.in June 1991.
 HO0453
 HO0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0453.GEOID18 height accuracy estimate available here.
 HO0453
 HO0453.Click photographs - Photos may exist for this station.
 HO0453
 HO0453.The dynamic height is computed by dividing the NAVD 88
 HO0453.geopotential number by the normal gravity value computed on the
 HO0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0453.degrees latitude (g = 980.6199 gals.).
 HO0453
 HO0453.The modeled gravity was interpolated from observed gravity values.
 HO0453
 HO0453;                    North         East    Units  Estimated Accuracy
 HO0453;SPC UT S     - 3,041,625.      429,149.      MT  (+/- 10 meters HH2 GPS)
 HO0453
 HO0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF8471199984(NAD 83)
 HO0453
 HO0453                          SUPERSEDED SURVEY CONTROL
 HO0453
 HO0453.No superseded survey control is available for this station.
 HO0453
 HO0453_MARKER: DV = VERTICAL CONTROL DISK
 HO0453_SETTING: 66 = SET IN ROCK OUTCROP
 HO0453_STAMPING: H 368 1983
 HO0453_MARK LOGO: NGS
 HO0453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0453+STABILITY: POSITION/ELEVATION WELL
 HO0453
 HO0453  HISTORY     - Date     Condition        Report By
 HO0453  HISTORY     - 1983     MONUMENTED       NGS
 HO0453
 HO0453                          STATION DESCRIPTION
 HO0453
 HO0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0453'21.6 KM (13.5 MI) SE FROM KANAB.
 HO0453'21.65 KM (13.55 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF
 HO0453'LATTER DAY SAINTS IN KANAB, IN TOP OF THE EAST END OF A 2- BY 9-FOOT
 HO0453'SANDSTONE BEDROCK PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND,
 HO0453'67.0 METERS (220 FT) EAST-SOUTHEAST ACROSS THE HIGHWAY FROM MILEPOST
 HO0453'51, 19.5 METERS (64 FT) SOUTH OF THE HIGHWAY CENTERLINE, 67.2 METERS
 HO0453'(220.5 FT) NORTHWEST OF POWER POLE 209, 13.2 METERS (43.5 FT)
 HO0453'SOUTHEAST OF THE SOUTH END OF A 24-INCH CORRUGATED METAL PIPE CULVERT,
 HO0453'1.5 METERS (5 FT) NORTH OF THE RIGHT OF WAY FENCE.
 HO0453'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 HO0453'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0404 ***********************************************************************
 JO0404  DESIGNATION -  H 369
 JO0404  PID         -  JO0404
 JO0404  STATE/COUNTY-  UT/IRON
 JO0404  COUNTRY     -  US
 JO0404  USGS QUAD   -  DRY WILLOW PEAK (2017)
 JO0404
 JO0404                         *CURRENT SURVEY CONTROL
 JO0404  ______________________________________________________________________
 JO0404* NAD 83(1986) POSITION- 38 06 00.     (N) 112 56 55.     (W)   SCALED
 JO0404* NAVD 88 ORTHO HEIGHT -  1891.133 (meters)     6204.49  (feet) ADJUSTED
 JO0404  ______________________________________________________________________
 JO0404  GEOID HEIGHT    -        -20.977 (meters)                     GEOID18
 JO0404  DYNAMIC HEIGHT  -       1888.977 (meters)     6197.42  (feet) COMP
 JO0404  MODELED GRAVITY -    979,421.9   (mgal)                       NAVD 88
 JO0404
 JO0404  VERT ORDER      -  FIRST     CLASS II
 JO0404
 JO0404.The horizontal coordinates were scaled from a map and have
 JO0404.an estimated accuracy of +/- 6 seconds.
 JO0404
 JO0404.The orthometric height was determined by differential leveling and
 JO0404.adjusted by the NATIONAL GEODETIC SURVEY
 JO0404.in June 1991.
 JO0404
 JO0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0404.GEOID18 height accuracy estimate available here.
 JO0404
 JO0404.Click photographs - Photos may exist for this station.
 JO0404
 JO0404.The dynamic height is computed by dividing the NAVD 88
 JO0404.geopotential number by the normal gravity value computed on the
 JO0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0404.degrees latitude (g = 980.6199 gals.).
 JO0404
 JO0404.The modeled gravity was interpolated from observed gravity values.
 JO0404
 JO0404;                    North         East    Units  Estimated Accuracy
 JO0404;SPC UT S     - 3,160,060.      372,950.      MT  (+/- 180 meters Scaled)
 JO0404
 JO0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH291187(NAD 83)
 JO0404
 JO0404                          SUPERSEDED SURVEY CONTROL
 JO0404
 JO0404.No superseded survey control is available for this station.
 JO0404
 JO0404_MARKER: I = METAL ROD
 JO0404_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0404_STAMPING: H 369 1984
 JO0404_MARK LOGO: NGS
 JO0404_PROJECTION: FLUSH
 JO0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0404_ROD/PIPE-DEPTH: 3.0 meters
 JO0404
 JO0404  HISTORY     - Date     Condition        Report By
 JO0404  HISTORY     - 1984     MONUMENTED       NGS
 JO0404
 JO0404                          STATION DESCRIPTION
 JO0404
 JO0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0404'14.2 KM (8.8 MI) SOUTH FROM MINERSVILLE.
 JO0404'14.14 KM (8.79 MI) SOUTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 JO0404'AT MINERSVILLE, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A TRACK
 JO0404'ROAD LEADING EAST ALONG THE NORTH BANK OF A DEEP WASH, 0.41 KM
 JO0404'(0.25 MI) NORTH OF MILEPOST 33, 30.2 METERS (99 FT) EAST OF THE
 JO0404'HIGHWAY CENTERLINE, 6.4 METERS (21 FT) NORTH OF THE NORTH GATE POST
 JO0404'FOR A WIRE GATE AND 0.9 METER (3 FT) WEST OF THE RIGHT OF WAY FENCE.
 JO0404'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 JO0404'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0198 ***********************************************************************
 HO0198  DESIGNATION -  H 37
 HO0198  PID         -  HO0198
 HO0198  STATE/COUNTY-  UT/IRON
 HO0198  COUNTRY     -  US
 HO0198  USGS QUAD   -  ENOCH NW (2017)
 HO0198
 HO0198                         *CURRENT SURVEY CONTROL
 HO0198  ______________________________________________________________________
 HO0198* NAD 83(1986) POSITION- 37 53 29.3    (N) 113 12 35.9    (W)   HD_HELD2
 HO0198* NAVD 88 ORTHO HEIGHT -  1642.63  (+/-2cm)     5389.2   (feet) VERTCON3
 HO0198  ______________________________________________________________________
 HO0198  GEOID HEIGHT    -        -22.095 (meters)                     GEOID18
 HO0198  VERT ORDER      -  ? (See Below)
 HO0198
 HO0198.The horizontal coordinates were established by autonomous hand held GPS
 HO0198.observations and have an estimated accuracy of +/- 10 meters.
 HO0198
 HO0198.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0198
 HO0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0198.GEOID18 height accuracy estimate available here.
 HO0198
 HO0198.The vertical order pertains to the NGVD 29 superseded value.
 HO0198
 HO0198.Click photographs - Photos may exist for this station.
 HO0198
 HO0198;                    North         East    Units  Estimated Accuracy
 HO0198;SPC UT S     - 3,137,309.      349,603.      MT  (+/- 10 meters HH2 GPS)
 HO0198
 HO0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG0567296076(NAD 83)
 HO0198
 HO0198                          SUPERSEDED SURVEY CONTROL
 HO0198
 HO0198  NGVD 29 (??/??/92) 1641.533  (m)         5385.60   (f) ADJ UNCH       
 HO0198
 HO0198.Superseded values are not recommended for survey control.
 HO0198
 HO0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0198.See file dsdata.pdf to determine how the superseded data were derived.
 HO0198
 HO0198_MARKER: DD = SURVEY DISK
 HO0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0198_STAMPING: H 37 1928
 HO0198_MARK LOGO: USGS
 HO0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0198+STABILITY: SURFACE MOTION
 HO0198
 HO0198  HISTORY     - Date     Condition        Report By
 HO0198  HISTORY     - 1928     MONUMENTED       USGS
 HO0198
 HO0198                          STATION DESCRIPTION
 HO0198
 HO0198'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 HO0198'14.7 MI SE FROM LUND.
 HO0198'ABOUT 14.7 MILES SOUTHEAST ALONG STATE HIGHWAY 19 FROM LUND, IRON
 HO0198'COUNTY, AND 36 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A UNITED
 HO0198'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 37 1928 AND SET IN
 HO0198'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0307 ***********************************************************************
 JN0307  DESIGNATION -  H 37
 JN0307  PID         -  JN0307
 JN0307  STATE/COUNTY-  UT/SEVIER
 JN0307  COUNTRY     -  US
 JN0307  USGS QUAD   -  SALINA (2017)
 JN0307
 JN0307                         *CURRENT SURVEY CONTROL
 JN0307  ______________________________________________________________________
 JN0307* NAD 83(1986) POSITION- 38 57 25.     (N) 111 52 04.     (W)   SCALED
 JN0307* NAVD 88 ORTHO HEIGHT -  1570.068 (meters)     5151.13  (feet) ADJUSTED
 JN0307  ______________________________________________________________________
 JN0307  GEOID HEIGHT    -        -18.660 (meters)                     GEOID18
 JN0307  DYNAMIC HEIGHT  -       1568.427 (meters)     5145.75  (feet) COMP
 JN0307  MODELED GRAVITY -    979,528.0   (mgal)                       NAVD 88
 JN0307
 JN0307  VERT ORDER      -  SECOND    CLASS 0
 JN0307
 JN0307.The horizontal coordinates were scaled from a map and have
 JN0307.an estimated accuracy of +/- 6 seconds.
 JN0307
 JN0307.The orthometric height was determined by differential leveling and
 JN0307.adjusted by the NATIONAL GEODETIC SURVEY
 JN0307.in June 1991.
 JN0307
 JN0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0307.GEOID18 height accuracy estimate available here.
 JN0307
 JN0307.Click photographs - Photos may exist for this station.
 JN0307
 JN0307.The dynamic height is computed by dividing the NAVD 88
 JN0307.geopotential number by the normal gravity value computed on the
 JN0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0307.degrees latitude (g = 980.6199 gals.).
 JN0307
 JN0307.The modeled gravity was interpolated from observed gravity values.
 JN0307
 JN0307;                    North         East    Units  Estimated Accuracy
 JN0307;SPC UT C     - 2,069,300.      468,120.      MT  (+/- 180 meters Scaled)
 JN0307
 JN0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ248123(NAD 83)
 JN0307
 JN0307                          SUPERSEDED SURVEY CONTROL
 JN0307
 JN0307  NGVD 29 (??/??/92) 1568.883  (m)         5147.24   (f) ADJ UNCH    2 0
 JN0307
 JN0307.Superseded values are not recommended for survey control.
 JN0307
 JN0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0307.See file dsdata.pdf to determine how the superseded data were derived.
 JN0307
 JN0307_MARKER: DB = BENCH MARK DISK
 JN0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0307_STAMPING: H 37 1934
 JN0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0307+STABILITY: SURFACE MOTION
 JN0307
 JN0307  HISTORY     - Date     Condition        Report By
 JN0307  HISTORY     - 1934     MONUMENTED       CGS
 JN0307
 JN0307                          STATION DESCRIPTION
 JN0307
 JN0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0307'IN SALINA.
 JN0307'AT SALINA, SEVIER COUNTY, ABOUT 553 FEET NORTH OF THE DENVER AND RIO
 JN0307'GRANDE WESTERN RAILROAD STATION, ABOUT 103 FEET NORTHEAST OF THE
 JN0307'CROSSING OF U.S. HIGHWAY 89, 48 FEET NORTH OF THE CENTER LINE OF THE
 JN0307'HIGHWAY, AND 36 FEET EAST OF THE CENTER LINE OF THE TRACK.  A STANDARD
 JN0307'DISK, STAMPED H 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0520 ***********************************************************************
 MR0520  DESIGNATION -  H 370
 MR0520  PID         -  MR0520
 MR0520  STATE/COUNTY-  UT/WEBER
 MR0520  COUNTRY     -  US
 MR0520  USGS QUAD   -  OGDEN (2017)
 MR0520
 MR0520                         *CURRENT SURVEY CONTROL
 MR0520  ______________________________________________________________________
 MR0520* NAD 83(1986) POSITION- 41 14 14.7    (N) 111 54 55.8    (W)   HD_HELD2
 MR0520* NAVD 88 ORTHO HEIGHT -  1378.877 (meters)     4523.87  (feet) ADJUSTED
 MR0520  ______________________________________________________________________
 MR0520  GEOID HEIGHT    -        -16.300 (meters)                     GEOID18
 MR0520  DYNAMIC HEIGHT  -       1377.834 (meters)     4520.44  (feet) COMP
 MR0520  MODELED GRAVITY -    979,819.6   (mgal)                       NAVD 88
 MR0520
 MR0520  VERT ORDER      -  FIRST     CLASS II
 MR0520
 MR0520.The horizontal coordinates were established by autonomous hand held GPS
 MR0520.observations and have an estimated accuracy of +/- 10 meters.
 MR0520
 MR0520.The orthometric height was determined by differential leveling and
 MR0520.adjusted by the NATIONAL GEODETIC SURVEY
 MR0520.in June 1991.
 MR0520
 MR0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0520.GEOID18 height accuracy estimate available here.
 MR0520
 MR0520.Click photographs - Photos may exist for this station.
 MR0520
 MR0520.The dynamic height is computed by dividing the NAVD 88
 MR0520.geopotential number by the normal gravity value computed on the
 MR0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0520.degrees latitude (g = 980.6199 gals.).
 MR0520
 MR0520.The modeled gravity was interpolated from observed gravity values.
 MR0520
 MR0520;                    North         East    Units  Estimated Accuracy
 MR0520;SPC UT N     - 1,100,482.      465,169.      MT  (+/- 10 meters HH2 GPS)
 MR0520
 MR0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2328165517(NAD 83)
 MR0520
 MR0520                          SUPERSEDED SURVEY CONTROL
 MR0520
 MR0520.No superseded survey control is available for this station.
 MR0520
 MR0520_MARKER: DB = BENCH MARK DISK
 MR0520_SETTING: 66 = SET IN ROCK OUTCROP
 MR0520_STAMPING: H 370 1983
 MR0520_MARK LOGO: NGS
 MR0520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0520+STABILITY: POSITION/ELEVATION WELL
 MR0520
 MR0520  HISTORY     - Date     Condition        Report By
 MR0520  HISTORY     - 1983     MONUMENTED       NGS
 MR0520
 MR0520                          STATION DESCRIPTION
 MR0520
 MR0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0520'8.2 KM (5.1 MI) NE FROM OGDEN.
 MR0520'2.6 KM (1.6 MI) NORTH ALONG WALL AVENUE FROM THE UNION PACIFIC
 MR0520'RAILROAD STATION IN OGDEN, THENCE 5.6 KM (3.5 MI) EASTERLY ALONG STATE
 MR0520'HIGHWAY 39 (CANYON ROAD), IN THE CENTER OF THE NORTHEAST END OF A 30
 MR0520'BY 100 FT EXPOSED AREA OF A ROCK LEDGE IN A HIGHWAY CUT, 6.6 METERS
 MR0520'(21.7 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 2.5 METERS
 MR0520'(8.2 FT) SOUTHWEST OF A UTILITY POLE WITH A REFLECTOR STRIPE.
 MR0520'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 MR0520'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0583 ***********************************************************************
 MR0583  DESIGNATION -  H 371
 MR0583  PID         -  MR0583
 MR0583  STATE/COUNTY-  UT/SUMMIT
 MR0583  COUNTRY     -  US
 MR0583  USGS QUAD   -  WAHSATCH (2017)
 MR0583
 MR0583                         *CURRENT SURVEY CONTROL
 MR0583  ______________________________________________________________________
 MR0583* NAD 83(1986) POSITION- 41 11 34.     (N) 111 07 07.     (W)   SCALED
 MR0583* NAVD 88 ORTHO HEIGHT -  2054.769 (meters)     6741.35  (feet) ADJUSTED
 MR0583  ______________________________________________________________________
 MR0583  GEOID HEIGHT    -        -15.362 (meters)                     GEOID18
 MR0583  DYNAMIC HEIGHT  -       2052.864 (meters)     6735.10  (feet) COMP
 MR0583  MODELED GRAVITY -    979,623.9   (mgal)                       NAVD 88
 MR0583
 MR0583  VERT ORDER      -  FIRST     CLASS II
 MR0583
 MR0583.The horizontal coordinates were scaled from a map and have
 MR0583.an estimated accuracy of +/- 6 seconds.
 MR0583
 MR0583.The orthometric height was determined by differential leveling and
 MR0583.adjusted by the NATIONAL GEODETIC SURVEY
 MR0583.in June 1991.
 MR0583
 MR0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0583.GEOID18 height accuracy estimate available here.
 MR0583
 MR0583.Click photographs - Photos may exist for this station.
 MR0583
 MR0583.The dynamic height is computed by dividing the NAVD 88
 MR0583.geopotential number by the normal gravity value computed on the
 MR0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0583.degrees latitude (g = 980.6199 gals.).
 MR0583
 MR0583.The modeled gravity was interpolated from observed gravity values.
 MR0583
 MR0583;                    North         East    Units  Estimated Accuracy
 MR0583;SPC UT N     - 1,095,510.      531,990.      MT  (+/- 180 meters Scaled)
 MR0583
 MR0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL900601(NAD 83)
 MR0583
 MR0583                          SUPERSEDED SURVEY CONTROL
 MR0583
 MR0583  NGVD 29 (06/08/92) 2053.476  (m)         6737.11   (f) ADJUSTED    1 2
 MR0583
 MR0583.Superseded values are not recommended for survey control.
 MR0583
 MR0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0583.See file dsdata.pdf to determine how the superseded data were derived.
 MR0583
 MR0583_MARKER: I = METAL ROD
 MR0583_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0583_STAMPING: H 371 1983
 MR0583_MARK LOGO: NGS
 MR0583_PROJECTION: FLUSH
 MR0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0583_ROD/PIPE-DEPTH: 4.0 meters
 MR0583
 MR0583  HISTORY     - Date     Condition        Report By
 MR0583  HISTORY     - 1983     MONUMENTED       NGS
 MR0583
 MR0583                          STATION DESCRIPTION
 MR0583
 MR0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0583'2.8 KM (1.1 MI) SW FROM WAHSATCH.
 MR0583'1.8 KM (1.1 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 80 FROM THE
 MR0583'UNION PACIFIC RAILROAD STATION IN WAHSATCH, 0.2 KM (0.1 MI) SOUTHWEST
 MR0583'OF MILEPOST 192, 37.7 METERS (123.7 FT) NORTHWEST OF THE CENTERLINE OF
 MR0583'THE WEST BOUND LANES OF THE HIGHWAY, 24.3 METERS (79.7 FT) SOUTHEAST
 MR0583'OF THE CENTER OF A DIRT ROAD, 18.9 METERS (62.0 FT) NORTHWEST OF THE
 MR0583'NORTHWEST LEG OF A HIGHWAY INFORMATION SIGN (ECHO 23 SALT LAKE 73),
 MR0583'AND 2.6 METERS (8.7 FT) SOUTHEAST OF A UTILITY POLE WITH 1 GUY WIRE.
 MR0583'NOTE= ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MR0583'THE MARK IS 0.3 METERS  SE FROM  WITNESS POST AND FENCE
 MR0583'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0348 ***********************************************************************
 HM0348  DESIGNATION -  H 372
 HM0348  PID         -  HM0348
 HM0348  STATE/COUNTY-  UT/SAN JUAN
 HM0348  COUNTRY     -  US
 HM0348  USGS QUAD   -  NO-MANS ISLAND (2017)
 HM0348
 HM0348                         *CURRENT SURVEY CONTROL
 HM0348  ______________________________________________________________________
 HM0348* NAD 83(1986) POSITION- 37 23 17.     (N) 109 30 01.     (W)   SCALED
 HM0348* NAVD 88 ORTHO HEIGHT -  1533.996 (meters)     5032.79  (feet) ADJUSTED
 HM0348  ______________________________________________________________________
 HM0348  GEOID HEIGHT    -        -20.699 (meters)                     GEOID18
 HM0348  DYNAMIC HEIGHT  -       1532.281 (meters)     5027.16  (feet) COMP
 HM0348  MODELED GRAVITY -    979,458.0   (mgal)                       NAVD 88
 HM0348
 HM0348  VERT ORDER      -  FIRST     CLASS II
 HM0348
 HM0348.The horizontal coordinates were scaled from a map and have
 HM0348.an estimated accuracy of +/- 6 seconds.
 HM0348
 HM0348.The orthometric height was determined by differential leveling and
 HM0348.adjusted by the NATIONAL GEODETIC SURVEY
 HM0348.in June 1991.
 HM0348
 HM0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0348.GEOID18 height accuracy estimate available here.
 HM0348
 HM0348.Click photographs - Photos may exist for this station.
 HM0348
 HM0348.The dynamic height is computed by dividing the NAVD 88
 HM0348.geopotential number by the normal gravity value computed on the
 HM0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0348.degrees latitude (g = 980.6199 gals.).
 HM0348
 HM0348.The modeled gravity was interpolated from observed gravity values.
 HM0348
 HM0348;                    North         East    Units  Estimated Accuracy
 HM0348;SPC UT S     - 3,081,960.      677,070.      MT  (+/- 180 meters Scaled)
 HM0348
 HM0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG327389(NAD 83)
 HM0348
 HM0348                          SUPERSEDED SURVEY CONTROL
 HM0348
 HM0348.No superseded survey control is available for this station.
 HM0348
 HM0348_MARKER: I = METAL ROD
 HM0348_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HM0348+WITH SETTING: INFORMATION.
 HM0348_STAMPING: H 372 1983
 HM0348_MARK LOGO: NGS
 HM0348_PROJECTION: FLUSH
 HM0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0348_ROD/PIPE-DEPTH: 1.2 meters
 HM0348
 HM0348  HISTORY     - Date     Condition        Report By
 HM0348  HISTORY     - 1983     MONUMENTED       NGS
 HM0348
 HM0348                          STATION DESCRIPTION
 HM0348
 HM0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0348'13.7 KM (8.5 MI) NE FROM BLUFF.
 HM0348'13.7 KM (8.5 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0348'OFFICE IN BLUFF, 4.5 KM (2.8 MI) SOUTHWEST OF THE JUNCTION OF STATE
 HM0348'HIGHWAY 262, 0.4 KM (0.25 MI) SOUTH OF MILEPOST 34, 37.7 METERS
 HM0348'(123.7 FT) SOUTH OF A JOG IN THE FENCE LINE, 21.9 METERS (71.9 FT)
 HM0348'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.0 METER (3.3 FT)
 HM0348'NORTHEAST OF A UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT 4.0 FT.
 HM0348'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HM0348'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST AND FENCE
 HM0348'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0372 ***********************************************************************
 HM0372  DESIGNATION -  H 373
 HM0372  PID         -  HM0372
 HM0372  STATE/COUNTY-  UT/SAN JUAN
 HM0372  COUNTRY     -  US
 HM0372  USGS QUAD   -  MEXICAN HAT (2017)
 HM0372
 HM0372                         *CURRENT SURVEY CONTROL
 HM0372  ______________________________________________________________________
 HM0372* NAD 83(1986) POSITION- 37 14 09.2    (N) 109 48 46.9    (W)   HD_HELD2
 HM0372* NAVD 88 ORTHO HEIGHT -  1362.114 (meters)     4468.87  (feet) ADJUSTED
 HM0372  ______________________________________________________________________
 HM0372  GEOID HEIGHT    -        -20.685 (meters)                     GEOID18
 HM0372  DYNAMIC HEIGHT  -       1360.591 (meters)     4463.87  (feet) COMP
 HM0372  MODELED GRAVITY -    979,465.4   (mgal)                       NAVD 88
 HM0372
 HM0372  VERT ORDER      -  FIRST     CLASS II
 HM0372
 HM0372.The horizontal coordinates were established by autonomous hand held GPS
 HM0372.observations and have an estimated accuracy of +/- 10 meters.
 HM0372
 HM0372.The orthometric height was determined by differential leveling and
 HM0372.adjusted by the NATIONAL GEODETIC SURVEY
 HM0372.in June 1991.
 HM0372
 HM0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0372.GEOID18 height accuracy estimate available here.
 HM0372
 HM0372.Click photographs - Photos may exist for this station.
 HM0372
 HM0372.The dynamic height is computed by dividing the NAVD 88
 HM0372.geopotential number by the normal gravity value computed on the
 HM0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0372.degrees latitude (g = 980.6199 gals.).
 HM0372
 HM0372.The modeled gravity was interpolated from observed gravity values.
 HM0372
 HM0372;                    North         East    Units  Estimated Accuracy
 HM0372;SPC UT S     - 3,064,524.      649,686.      MT  (+/- 10 meters HH2 GPS)
 HM0372
 HM0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG0528721700(NAD 83)
 HM0372
 HM0372                          SUPERSEDED SURVEY CONTROL
 HM0372
 HM0372.No superseded survey control is available for this station.
 HM0372
 HM0372_MARKER: DV = VERTICAL CONTROL DISK
 HM0372_SETTING: 66 = SET IN ROCK OUTCROP
 HM0372_STAMPING: H 373 1983
 HM0372_MARK LOGO: NGS
 HM0372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0372+STABILITY: POSITION/ELEVATION WELL
 HM0372
 HM0372  HISTORY     - Date     Condition        Report By
 HM0372  HISTORY     - 1983     MONUMENTED       NGS
 HM0372
 HM0372                          STATION DESCRIPTION
 HM0372
 HM0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0372'12.4 KM (7.7 MI) NE FROM MEXICAN HAT.
 HM0372'12.4 KM (7.7 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0372'OFFICE IN MEXICAN HAT, 0.2 KM (0.1 MI) NORTHEAST OF COUNTY ROAD 242,
 HM0372'0.2 KM (0.1 MI) NORTHEAST OF MILEPOST 29, IN AN EXPOSED AREA OF
 HM0372'BEDROCK IN THE CENTER OF A HIGHWAY CUT, 40.9 METERS (134.2 FT) SOUTH
 HM0372'OF THE SOUTHWEST END OF A GUARD RAIL, 26.0 METERS (85.3 FT) NORTHEAST
 HM0372'OF THE SOUTHWEST END OF THE HIGHWAY CUT, 11.2 METERS (36.7 FT)
 HM0372'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 HM0372'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 HM0372'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0516 ***********************************************************************
 LN0516  DESIGNATION -  H 374
 LN0516  PID         -  LN0516
 LN0516  STATE/COUNTY-  UT/UINTAH
 LN0516  COUNTRY     -  US
 LN0516  USGS QUAD   -  NAPLES (2017)
 LN0516
 LN0516                         *CURRENT SURVEY CONTROL
 LN0516  ______________________________________________________________________
 LN0516* NAD 83(1986) POSITION- 40 22 37.     (N) 109 24 44.     (W)   SCALED
 LN0516* NAVD 88 ORTHO HEIGHT -  1472.753 (meters)     4831.86  (feet) ADJUSTED
 LN0516  ______________________________________________________________________
 LN0516  GEOID HEIGHT    -        -17.244 (meters)                     GEOID18
 LN0516  DYNAMIC HEIGHT  -       1471.429 (meters)     4827.51  (feet) COMP
 LN0516  MODELED GRAVITY -    979,676.0   (mgal)                       NAVD 88
 LN0516
 LN0516  VERT ORDER      -  FIRST     CLASS II
 LN0516
 LN0516.The horizontal coordinates were scaled from a map and have
 LN0516.an estimated accuracy of +/- 6 seconds.
 LN0516
 LN0516.The orthometric height was determined by differential leveling and
 LN0516.adjusted by the NATIONAL GEODETIC SURVEY
 LN0516.in June 1991.
 LN0516
 LN0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0516.GEOID18 height accuracy estimate available here.
 LN0516
 LN0516.Click photographs - Photos may exist for this station.
 LN0516
 LN0516.The dynamic height is computed by dividing the NAVD 88
 LN0516.geopotential number by the normal gravity value computed on the
 LN0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0516.degrees latitude (g = 980.6199 gals.).
 LN0516
 LN0516.The modeled gravity was interpolated from observed gravity values.
 LN0516
 LN0516;                    North         East    Units  Estimated Accuracy
 LN0516;SPC UT C     - 2,228,950.      677,270.      MT  (+/- 180 meters Scaled)
 LN0516
 LN0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK347708(NAD 83)
 LN0516
 LN0516                          SUPERSEDED SURVEY CONTROL
 LN0516
 LN0516.No superseded survey control is available for this station.
 LN0516
 LN0516_MARKER: I = METAL ROD
 LN0516_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0516_STAMPING: H 374 1984
 LN0516_MARK LOGO: NGS
 LN0516_PROJECTION: FLUSH
 LN0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0516_ROD/PIPE-DEPTH: 8.5 meters
 LN0516
 LN0516  HISTORY     - Date     Condition        Report By
 LN0516  HISTORY     - 1984     MONUMENTED       NGS
 LN0516
 LN0516                          STATION DESCRIPTION
 LN0516
 LN0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0516'6.5 KM (4.05 MI) WEST FROM JENSEN.
 LN0516'6.6 KM (4.05 MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 LN0516'IN JENSEN, 0.4 KM (0.25 MI) NORTHWEST OF ASKLEY CREEK BRIDGE, 18.3 M
 LN0516'(60.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 4.0 M
 LN0516'(13.1 FT) NORTHWEST OF THE CENTER OF A FIELD ENTRANCE AND GATE.
 LN0516'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LN0516'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 LN0516'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0479 ***********************************************************************
 HM0479  DESIGNATION -  H 374
 HM0479  PID         -  HM0479
 HM0479  STATE/COUNTY-  UT/SAN JUAN
 HM0479  COUNTRY     -  US
 HM0479  USGS QUAD   -  BIG BENCH (2017)
 HM0479
 HM0479                         *CURRENT SURVEY CONTROL
 HM0479  ______________________________________________________________________
 HM0479* NAD 83(1986) POSITION- 37 25 11.2    (N) 109 26 19.0    (W)   HD_HELD2
 HM0479* NAVD 88 ORTHO HEIGHT -  1476.287 (meters)     4843.45  (feet) ADJUSTED
 HM0479  ______________________________________________________________________
 HM0479  GEOID HEIGHT    -        -20.639 (meters)                     GEOID18
 HM0479  DYNAMIC HEIGHT  -       1474.619 (meters)     4837.98  (feet) COMP
 HM0479  MODELED GRAVITY -    979,449.7   (mgal)                       NAVD 88
 HM0479
 HM0479  VERT ORDER      -  FIRST     CLASS II
 HM0479
 HM0479.The horizontal coordinates were established by autonomous hand held GPS
 HM0479.observations and have an estimated accuracy of +/- 10 meters.
 HM0479
 HM0479.The orthometric height was determined by differential leveling and
 HM0479.adjusted by the NATIONAL GEODETIC SURVEY
 HM0479.in June 1991.
 HM0479
 HM0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0479.GEOID18 height accuracy estimate available here.
 HM0479
 HM0479.Click photographs - Photos may exist for this station.
 HM0479
 HM0479.The dynamic height is computed by dividing the NAVD 88
 HM0479.geopotential number by the normal gravity value computed on the
 HM0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0479.degrees latitude (g = 980.6199 gals.).
 HM0479
 HM0479.The modeled gravity was interpolated from observed gravity values.
 HM0479
 HM0479;                    North         East    Units  Estimated Accuracy
 HM0479;SPC UT S     - 3,085,594.      682,454.      MT  (+/- 10 meters HH2 GPS)
 HM0479
 HM0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3816342585(NAD 83)
 HM0479
 HM0479                          SUPERSEDED SURVEY CONTROL
 HM0479
 HM0479.No superseded survey control is available for this station.
 HM0479
 HM0479_MARKER: DV = VERTICAL CONTROL DISK
 HM0479_SETTING: 66 = SET IN ROCK OUTCROP
 HM0479_STAMPING: H 374 1983
 HM0479_MARK LOGO: NGS
 HM0479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0479+STABILITY: POSITION/ELEVATION WELL
 HM0479
 HM0479  HISTORY     - Date     Condition        Report By
 HM0479  HISTORY     - 1983     MONUMENTED       NGS
 HM0479
 HM0479                          STATION DESCRIPTION
 HM0479
 HM0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0479'21.5 KM (13.35 MI) NE FROM BLUFF.
 HM0479'18.2 KM (11.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0479'OFFICE IN BLUFF, THENCE 3.3 KM (2.05 MI) EASTERLY ALONG STATE HIGHWAY
 HM0479'262, 0.4 KM (0.25 MI) EAST OF THE EAST END OF A HIGHWAY BRIDGE OVER A
 HM0479'CREEK, IN THE CENTER OF THE NORTHWEST END OF A 15- BY 55-FOOT EXPOSED
 HM0479'AREA OF OUTCROPPING BEDROCK, 100.0 METERS (328.1 FT) WEST OF THE
 HM0479'CENTER OF A CATTLE GUARD, 19.7 METERS (64.6 FT) NORTH OF A FENCE,
 HM0479'16.5 METERS (54.1 FT) EAST OF MILEPOST 2, 10.8 METERS (35.4 FT) SOUTH
 HM0479'OF THE CENTERLINE OF THE HIGHWAY, AND 0.5 METER (1.6 FT) SOUTHEAST OF
 HM0479'THE NORTHWEST END OF THE OUTCROP.
 HM0479'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 HM0479'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0500 ***********************************************************************
 HO0500  DESIGNATION -  H 375
 HO0500  PID         -  HO0500
 HO0500  STATE/COUNTY-  UT/WASHINGTON
 HO0500  COUNTRY     -  US
 HO0500  USGS QUAD   -  PINTURA (2017)
 HO0500
 HO0500                         *CURRENT SURVEY CONTROL
 HO0500  ______________________________________________________________________
 HO0500* NAD 83(1986) POSITION- 37 20 18.     (N) 113 16 40.     (W)   SCALED
 HO0500* NAVD 88 ORTHO HEIGHT -  1259.848 (meters)     4133.35  (feet) ADJUSTED
 HO0500  ______________________________________________________________________
 HO0500  GEOID HEIGHT    -        -22.866 (meters)                     GEOID18
 HO0500  DYNAMIC HEIGHT  -       1258.477 (meters)     4128.85  (feet) COMP
 HO0500  MODELED GRAVITY -    979,498.9   (mgal)                       NAVD 88
 HO0500
 HO0500  VERT ORDER      -  FIRST     CLASS II
 HO0500
 HO0500.The horizontal coordinates were scaled from a map and have
 HO0500.an estimated accuracy of +/- 6 seconds.
 HO0500
 HO0500.The orthometric height was determined by differential leveling and
 HO0500.adjusted by the NATIONAL GEODETIC SURVEY
 HO0500.in June 1991.
 HO0500
 HO0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0500.GEOID18 height accuracy estimate available here.
 HO0500
 HO0500.Click photographs - Photos may exist for this station.
 HO0500
 HO0500.The dynamic height is computed by dividing the NAVD 88
 HO0500.geopotential number by the normal gravity value computed on the
 HO0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0500.degrees latitude (g = 980.6199 gals.).
 HO0500
 HO0500.The modeled gravity was interpolated from observed gravity values.
 HO0500
 HO0500;                    North         East    Units  Estimated Accuracy
 HO0500;SPC UT S     - 3,076,040.      342,470.      MT  (+/- 180 meters Scaled)
 HO0500
 HO0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG982348(NAD 83)
 HO0500
 HO0500                          SUPERSEDED SURVEY CONTROL
 HO0500
 HO0500.No superseded survey control is available for this station.
 HO0500
 HO0500_MARKER: DV = VERTICAL CONTROL DISK
 HO0500_SETTING: 66 = SET IN ROCK OUTCROP
 HO0500_STAMPING: H 375 1984
 HO0500_MARK LOGO: NGS
 HO0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0500+STABILITY: POSITION/ELEVATION WELL
 HO0500
 HO0500  HISTORY     - Date     Condition        Report By
 HO0500  HISTORY     - 1984     MONUMENTED       NGS
 HO0500
 HO0500                          STATION DESCRIPTION
 HO0500
 HO0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0500'11.5 KM (7.1 MI) NORTH FROM TOQUERVILLE.
 HO0500'4.83 KM (3.0 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 HO0500'TOQUERVILLE, THENCE 6.66 KM (4.14 MI) NORTHEAST ALONG INTERSTATE 15,
 HO0500'IN TOP OF THE SOUTH EDGE OF A 6 BY 8 FOOT FLAT TOPPED PORTION OF
 HO0500'OUTCROP FLUSH WITH THE SURFACE OF THE GROUND, ON THE OUTSIDE OF THE
 HO0500'NORTHWEST RIGHT OF WAY FENCE, 0.39 KM (0.24 MI) SOUTHWEST OF THE
 HO0500'PINTURA UNDERPASS, 0.66 KM (0.41 MI) SOUTHWEST OF MILEPOST 32,
 HO0500'32.6 METERS (107 FT) NORTHWEST OF THE SOUTH BOUND HIGHWAY CENTERLINE,
 HO0500'73.5 METERS (241 FT) SOUTHWEST OF THE SOUTHWEST END OF THE NORTHWEST
 HO0500'HEADWALL FOR A LARGE CULVERT UNDER THE HIGHWAY AND 2.6 METERS (8.5 FT)
 HO0500'NORTHWEST OF THE FENCE.
 HO0500'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 HO0500'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0460 ***********************************************************************
 HO0460  DESIGNATION -  H 376
 HO0460  PID         -  HO0460
 HO0460  STATE/COUNTY-  UT/IRON
 HO0460  COUNTRY     -  US
 HO0460  USGS QUAD   -  ENOCH NE (2017)
 HO0460
 HO0460                         *CURRENT SURVEY CONTROL
 HO0460  ______________________________________________________________________
 HO0460* NAD 83(1986) POSITION- 37 55 38.     (N) 113 01 53.     (W)   SCALED
 HO0460* NAVD 88 ORTHO HEIGHT -  1713.321 (meters)     5621.12  (feet) ADJUSTED
 HO0460  ______________________________________________________________________
 HO0460  GEOID HEIGHT    -        -21.589 (meters)                     GEOID18
 HO0460  DYNAMIC HEIGHT  -       1711.374 (meters)     5614.73  (feet) COMP
 HO0460  MODELED GRAVITY -    979,433.0   (mgal)                       NAVD 88
 HO0460  OBS GRAVITY     -    979,432.0   (mgal)                       GRAV_OBS
 HO0460
 HO0460  VERT ORDER      -  FIRST     CLASS II
 HO0460
 HO0460.The horizontal coordinates were scaled from a map and have
 HO0460.an estimated accuracy of +/- 6 seconds.
 HO0460
 HO0460.The orthometric height was determined by differential leveling and
 HO0460.adjusted by the NATIONAL GEODETIC SURVEY
 HO0460.in June 1991.
 HO0460
 HO0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0460.GEOID18 height accuracy estimate available here.
 HO0460
 HO0460.Click photographs - Photos may exist for this station.
 HO0460
 HO0460.The dynamic height is computed by dividing the NAVD 88
 HO0460.geopotential number by the normal gravity value computed on the
 HO0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0460.degrees latitude (g = 980.6199 gals.).
 HO0460
 HO0460.The modeled gravity was interpolated from observed gravity values.
 HO0460
 HO0460.The observed gravity was obtained from relative gravimeter ties
 HO0460.to the IGSN71 gravity network.
 HO0460
 HO0460;                    North         East    Units  Estimated Accuracy
 HO0460;SPC UT S     - 3,141,000.      365,370.      MT  (+/- 180 meters Scaled)
 HO0460
 HO0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG214996(NAD 83)
 HO0460
 HO0460                          SUPERSEDED SURVEY CONTROL
 HO0460
 HO0460.No superseded survey control is available for this station.
 HO0460
 HO0460_MARKER: I = METAL ROD
 HO0460_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0460_STAMPING: H 376 1984
 HO0460_MARK LOGO: NGS
 HO0460_PROJECTION: FLUSH
 HO0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0460_ROD/PIPE-DEPTH: 3.6 meters
 HO0460
 HO0460  HISTORY     - Date     Condition        Report By
 HO0460  HISTORY     - 1984     MONUMENTED       NGS
 HO0460
 HO0460                          STATION DESCRIPTION
 HO0460
 HO0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0460'28.5 KM (17.7 MI) NORTH FROM CEDAR CITY.
 HO0460'28.54 KM (17.74 MI) NORTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 HO0460'AT CEDAR CITY ALSO 35.5 KM (22.06 MI) SOUTH OF MINERSVILLE, IN THE
 HO0460'NORTHWEST CORNER OF A FIVE POINT INTERSECTION, ON THE OUTSIDE OF A
 HO0460'CURVE, 18.6 METERS (61 FT) WEST OF THE HIGHWAY CENTERLINE, 62.2 METERS
 HO0460'(204 FT) SOUTHWEST ACROSS THE HIGHWAY FROM MILEPOST 20, 18.6 METERS
 HO0460'(61 FT) NORTH OF THE CENTER OF A GRAVEL ROAD AND 6.4 METERS (21 FT)
 HO0460'EAST OF THE CENTER OF A TRACK ROAD.
 HO0460'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 HO0460'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0452 ***********************************************************************
 JO0452  DESIGNATION -  H 377 B CO
 JO0452  PID         -  JO0452
 JO0452  STATE/COUNTY-  UT/BEAVER
 JO0452  COUNTRY     -  US
 JO0452  USGS QUAD   -  FRISCO (2017)
 JO0452
 JO0452                         *CURRENT SURVEY CONTROL
 JO0452  ______________________________________________________________________
 JO0452* NAD 83(1986) POSITION- 38 26 01.     (N) 113 17 19.     (W)   SCALED
 JO0452* NAVD 88 ORTHO HEIGHT -  1807.648 (meters)     5930.59  (feet) ADJUSTED
 JO0452  ______________________________________________________________________
 JO0452  GEOID HEIGHT    -        -20.951 (meters)                     GEOID18
 JO0452  DYNAMIC HEIGHT  -       1805.710 (meters)     5924.23  (feet) COMP
 JO0452  MODELED GRAVITY -    979,491.8   (mgal)                       NAVD 88
 JO0452
 JO0452  VERT ORDER      -  FIRST     CLASS II
 JO0452
 JO0452.The horizontal coordinates were scaled from a map and have
 JO0452.an estimated accuracy of +/- 6 seconds.
 JO0452
 JO0452.The orthometric height was determined by differential leveling and
 JO0452.adjusted by the NATIONAL GEODETIC SURVEY
 JO0452.in June 1991.
 JO0452
 JO0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0452.GEOID18 height accuracy estimate available here.
 JO0452
 JO0452.Click photographs - Photos may exist for this station.
 JO0452
 JO0452.The dynamic height is computed by dividing the NAVD 88
 JO0452.geopotential number by the normal gravity value computed on the
 JO0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0452.degrees latitude (g = 980.6199 gals.).
 JO0452
 JO0452.The modeled gravity was interpolated from observed gravity values.
 JO0452
 JO0452;                    North         East    Units  Estimated Accuracy
 JO0452;SPC UT S     - 3,197,600.      343,840.      MT  (+/- 180 meters Scaled)
 JO0452
 JO0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH002564(NAD 83)
 JO0452
 JO0452                          SUPERSEDED SURVEY CONTROL
 JO0452
 JO0452.No superseded survey control is available for this station.
 JO0452
 JO0452_MARKER: DV = VERTICAL CONTROL DISK
 JO0452_SETTING: 66 = SET IN ROCK OUTCROP
 JO0452_STAMPING: H 377 1984
 JO0452_MARK LOGO: NGS
 JO0452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0452+STABILITY: POSITION/ELEVATION WELL
 JO0452
 JO0452  HISTORY     - Date     Condition        Report By
 JO0452  HISTORY     - 1984     MONUMENTED       NGS
 JO0452
 JO0452                          STATION DESCRIPTION
 JO0452
 JO0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0452'27.2 KM (16.9 MI) NW FROM MILFORD.
 JO0452'27.17 KM (16.88 MI) NORTHWEST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION
 JO0452'WITH STATE HIGHWAY 257 AT MILFORD, IN TOP OF THE SOUTHWEST EDGE OF A 5
 JO0452'BY 10 FOOT LEDGE OF GRAY SANDSTONE OUTCROP PROJECTING 4 FEET ABOVE THE
 JO0452'NORTHEAST BANK OF A DRY WASH, IN THE SOUTHWEST CORNER OF THE T
 JO0452'JUNCTION OF A TRACK ROAD LEADING SOUTH, 0.19 KM (0.12 MI) EAST OF
 JO0452'MILEPOST 60, 28.0 METERS (92 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 JO0452'32.6 METERS (107 FT) SOUTHEAST OF THE SOUTH END OF A 48-INCH
 JO0452'CORRUGATED METAL PIPE CULVERT, 12.7 METERS (41.5 FT) NORTHEAST ACROSS
 JO0452'THE WASH FROM A TELEPHONE POLE AND 12.5 METERS (41 FT) SOUTHWEST OF
 JO0452'THE CENTER OF THE TRACK ROAD.
 JO0452'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 JO0452'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0618 ***********************************************************************
 MS0618  DESIGNATION -  H 377 BE CO
 MS0618  PID         -  MS0618
 MS0618  STATE/COUNTY-  UT/BOX ELDER
 MS0618  COUNTRY     -  US
 MS0618  USGS QUAD   -  KELTON PASS SE (2017)
 MS0618
 MS0618                         *CURRENT SURVEY CONTROL
 MS0618  ______________________________________________________________________
 MS0618* NAD 83(1986) POSITION- 41 47 22.     (N) 113 07 21.     (W)   SCALED
 MS0618* NAVD 88 ORTHO HEIGHT -  1313.474 (meters)     4309.29  (feet) ADJUSTED
 MS0618  ______________________________________________________________________
 MS0618  GEOID HEIGHT    -        -15.481 (meters)                     GEOID18
 MS0618  DYNAMIC HEIGHT  -       1312.595 (meters)     4306.41  (feet) COMP
 MS0618  MODELED GRAVITY -    979,907.8   (mgal)                       NAVD 88
 MS0618
 MS0618  VERT ORDER      -  FIRST     CLASS II
 MS0618
 MS0618.The horizontal coordinates were scaled from a map and have
 MS0618.an estimated accuracy of +/- 6 seconds.
 MS0618
 MS0618.The orthometric height was determined by differential leveling and
 MS0618.adjusted by the NATIONAL GEODETIC SURVEY
 MS0618.in June 1991.
 MS0618
 MS0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0618.GEOID18 height accuracy estimate available here.
 MS0618
 MS0618.Click photographs - Photos may exist for this station.
 MS0618
 MS0618.The dynamic height is computed by dividing the NAVD 88
 MS0618.geopotential number by the normal gravity value computed on the
 MS0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0618.degrees latitude (g = 980.6199 gals.).
 MS0618
 MS0618.The modeled gravity was interpolated from observed gravity values.
 MS0618
 MS0618;                    North         East    Units  Estimated Accuracy
 MS0618;SPC UT N     - 1,162,970.      365,140.      MT  (+/- 180 meters Scaled)
 MS0618
 MS0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM236285(NAD 83)
 MS0618
 MS0618                          SUPERSEDED SURVEY CONTROL
 MS0618
 MS0618.No superseded survey control is available for this station.
 MS0618
 MS0618_MARKER: DV = VERTICAL CONTROL DISK
 MS0618_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MS0618+WITH SETTING: PAVEMENT
 MS0618_SP_SET: BASE
 MS0618_STAMPING: H 377 1984
 MS0618_MARK LOGO: NGS
 MS0618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0618+STABILITY: POSITION/ELEVATION WELL
 MS0618
 MS0618  HISTORY     - Date     Condition        Report By
 MS0618  HISTORY     - 1984     MONUMENTED       NGS
 MS0618
 MS0618                          STATION DESCRIPTION
 MS0618
 MS0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0618'20.7 KM (12.9 MI) SE FROM PARK VALLEY.
 MS0618'14.83 KM (9.22 MI) EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE IN
 MS0618'PARK VALLEY, THENCE 5.86 KM (3.64 MI) SOUTH ALONG A DIRT ROAD, IN TOP
 MS0618'OF THE SOUTHWEST EDGE OF A 5- BY 5-FOOT CONCRETE PAD FOUNDATION FOR A
 MS0618'WELL CASING SET TO A DEPTH OF 250 FEET AND PROJECTING 1 FOOT ABOVE THE
 MS0618'SURFACE OF THE GROUND, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF A
 MS0618'TRACK ROAD LEADING EAST ALONG A POWER LINE, 35.7 METERS (117 FT)
 MS0618'NORTHEAST OF THE CENTER OF THE ROAD, 21.7 METERS (71 FT) SOUTHEAST OF
 MS0618'THE CENTER OF THE TRACK ROAD AND 0.5 METER (1.5 FT) SOUTHWEST OF THE
 MS0618'SOUTHWEST SIDE OF THE PUMP MOTOR.
 MS0618'THE MARK IS 0.3 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0427 ***********************************************************************
 JO0427  DESIGNATION -  H 378 B CO
 JO0427  PID         -  JO0427
 JO0427  STATE/COUNTY-  UT/BEAVER
 JO0427  COUNTRY     -  US
 JO0427  USGS QUAD   -  HALFWAY SUMMIT (2017)
 JO0427
 JO0427                         *CURRENT SURVEY CONTROL
 JO0427  ______________________________________________________________________
 JO0427* NAD 83(1986) POSITION- 38 33 36.     (N) 113 45 22.     (W)   SCALED
 JO0427* NAVD 88 ORTHO HEIGHT -  1617.211 (meters)     5305.80  (feet) ADJUSTED
 JO0427  ______________________________________________________________________
 JO0427  GEOID HEIGHT    -        -21.273 (meters)                     GEOID18
 JO0427  DYNAMIC HEIGHT  -       1615.502 (meters)     5300.19  (feet) COMP
 JO0427  MODELED GRAVITY -    979,515.2   (mgal)                       NAVD 88
 JO0427
 JO0427  VERT ORDER      -  FIRST     CLASS II
 JO0427
 JO0427.The horizontal coordinates were scaled from a map and have
 JO0427.an estimated accuracy of +/- 6 seconds.
 JO0427
 JO0427.The orthometric height was determined by differential leveling and
 JO0427.adjusted by the NATIONAL GEODETIC SURVEY
 JO0427.in June 1991.
 JO0427
 JO0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0427.GEOID18 height accuracy estimate available here.
 JO0427
 JO0427.Click photographs - Photos may exist for this station.
 JO0427
 JO0427.The dynamic height is computed by dividing the NAVD 88
 JO0427.geopotential number by the normal gravity value computed on the
 JO0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0427.degrees latitude (g = 980.6199 gals.).
 JO0427
 JO0427.The modeled gravity was interpolated from observed gravity values.
 JO0427
 JO0427;                    North         East    Units  Estimated Accuracy
 JO0427;SPC UT S     - 3,212,510.      303,370.      MT  (+/- 180 meters Scaled)
 JO0427
 JO0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH598715(NAD 83)
 JO0427
 JO0427                          SUPERSEDED SURVEY CONTROL
 JO0427
 JO0427.No superseded survey control is available for this station.
 JO0427
 JO0427_MARKER: I = METAL ROD
 JO0427_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0427_STAMPING: H 378 1984
 JO0427_MARK LOGO: NGS
 JO0427_PROJECTION: FLUSH
 JO0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0427_ROD/PIPE-DEPTH: 11.0 meters
 JO0427
 JO0427  HISTORY     - Date     Condition        Report By
 JO0427  HISTORY     - 1984     MONUMENTED       NGS
 JO0427
 JO0427                          STATION DESCRIPTION
 JO0427
 JO0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0427'50.6 KM (31.6 MI) SE FROM GARRISON.
 JO0427'50.65 KM (31.65 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0427'OFFICE AT GARRISON, 1.45 KM (0.9 MI) NORTHWEST OF THE Y JUNCTION OF A
 JO0427'ROAD LEADING NORTH TO AN EXPERIMENTAL RANGE HEADQUARTERS, 26.2 METERS
 JO0427'(86 FT) NORTHEAST OF THE HIGHWAY CENTERLINE AND 23.3 METERS (76.5 FT)
 JO0427'NORTH OF THE NORTHEAST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT.
 JO0427'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 JO0427'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0642 ***********************************************************************
 MS0642  DESIGNATION -  H 378 BE CO
 MS0642  PID         -  MS0642
 MS0642  STATE/COUNTY-  UT/BOX ELDER
 MS0642  COUNTRY     -  US
 MS0642  USGS QUAD   -  ROSETTE (2017)
 MS0642
 MS0642                         *CURRENT SURVEY CONTROL
 MS0642  ______________________________________________________________________
 MS0642* NAD 83(1986) POSITION- 41 46 21.     (N) 113 29 53.     (W)   SCALED
 MS0642* NAVD 88 ORTHO HEIGHT -  1612.967 (meters)     5291.88  (feet) ADJUSTED
 MS0642  ______________________________________________________________________
 MS0642  GEOID HEIGHT    -        -15.281 (meters)                     GEOID18
 MS0642  DYNAMIC HEIGHT  -       1611.791 (meters)     5288.02  (feet) COMP
 MS0642  MODELED GRAVITY -    979,837.0   (mgal)                       NAVD 88
 MS0642
 MS0642  VERT ORDER      -  FIRST     CLASS II
 MS0642
 MS0642.The horizontal coordinates were scaled from a map and have
 MS0642.an estimated accuracy of +/- 6 seconds.
 MS0642
 MS0642.The orthometric height was determined by differential leveling and
 MS0642.adjusted by the NATIONAL GEODETIC SURVEY
 MS0642.in June 1991.
 MS0642
 MS0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0642.GEOID18 height accuracy estimate available here.
 MS0642
 MS0642.Click photographs - Photos may exist for this station.
 MS0642
 MS0642.The dynamic height is computed by dividing the NAVD 88
 MS0642.geopotential number by the normal gravity value computed on the
 MS0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0642.degrees latitude (g = 980.6199 gals.).
 MS0642
 MS0642.The modeled gravity was interpolated from observed gravity values.
 MS0642
 MS0642;                    North         East    Units  Estimated Accuracy
 MS0642;SPC UT N     - 1,161,740.      333,890.      MT  (+/- 180 meters Scaled)
 MS0642
 MS0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM923275(NAD 83)
 MS0642
 MS0642                          SUPERSEDED SURVEY CONTROL
 MS0642
 MS0642.No superseded survey control is available for this station.
 MS0642
 MS0642_MARKER: I = METAL ROD
 MS0642_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0642_STAMPING: H 378 1984
 MS0642_MARK LOGO: NGS
 MS0642_PROJECTION: FLUSH
 MS0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0642_ROD/PIPE-DEPTH: 4.6 meters
 MS0642
 MS0642  HISTORY     - Date     Condition        Report By
 MS0642  HISTORY     - 1984     MONUMENTED       NGS
 MS0642
 MS0642                          STATION DESCRIPTION
 MS0642
 MS0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0642'17.1 KM (10.6 MI) SW FROM PARK VALLEY.
 MS0642'17.08 KM (10.62 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0642'AT PARK VALLEY, IN THE EAST CORNER OF THE T JUNCTION OF A DIRT ROAD
 MS0642'LEADING SOUTH TO THE KUNZLER RANCH, 0.21 KM (0.13 MI) NORTHEAST OF
 MS0642'MILEPOST 45, 24.7 METERS (81 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 MS0642'26.5 METERS (87 FT) SOUTH OF THE SOUTHEAST END OF A 24-INCH CORRUGATED
 MS0642'METAL PIPE CULVERT, 23.2 METERS (76 FT) NORTHEAST OF THE CENTER OF THE
 MS0642'ROAD AND 20.7 METERS (68 FT) EAST OF A MAIL BOX.
 MS0642'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 MS0642'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0471 ***********************************************************************
 LN0471  DESIGNATION -  H 379
 LN0471  PID         -  LN0471
 LN0471  STATE/COUNTY-  UT/DAGGETT
 LN0471  COUNTRY     -  US
 LN0471  USGS QUAD   -  MOUNT LENA (2017)
 LN0471
 LN0471                         *CURRENT SURVEY CONTROL
 LN0471  ______________________________________________________________________
 LN0471* NAD 83(1986) POSITION- 40 45 32.     (N) 109 28 14.     (W)   SCALED
 LN0471* NAVD 88 ORTHO HEIGHT -  2563.077 (meters)     8409.03  (feet) ADJUSTED
 LN0471  ______________________________________________________________________
 LN0471  GEOID HEIGHT    -        -13.892 (meters)                     GEOID18
 LN0471  DYNAMIC HEIGHT  -       2560.504 (meters)     8400.59  (feet) COMP
 LN0471  MODELED GRAVITY -    979,526.9   (mgal)                       NAVD 88
 LN0471
 LN0471  VERT ORDER      -  FIRST     CLASS II
 LN0471
 LN0471.The horizontal coordinates were scaled from a map and have
 LN0471.an estimated accuracy of +/- 6 seconds.
 LN0471
 LN0471.The orthometric height was determined by differential leveling and
 LN0471.adjusted by the NATIONAL GEODETIC SURVEY
 LN0471.in June 1991.
 LN0471
 LN0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0471.GEOID18 height accuracy estimate available here.
 LN0471
 LN0471.Click photographs - Photos may exist for this station.
 LN0471
 LN0471.The dynamic height is computed by dividing the NAVD 88
 LN0471.geopotential number by the normal gravity value computed on the
 LN0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0471.degrees latitude (g = 980.6199 gals.).
 LN0471
 LN0471.The modeled gravity was interpolated from observed gravity values.
 LN0471
 LN0471;                    North         East    Units  Estimated Accuracy
 LN0471;SPC UT N     - 1,049,260.      671,350.      MT  (+/- 180 meters Scaled)
 LN0471
 LN0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL290131(NAD 83)
 LN0471
 LN0471                          SUPERSEDED SURVEY CONTROL
 LN0471
 LN0471.No superseded survey control is available for this station.
 LN0471
 LN0471_MARKER: I = METAL ROD
 LN0471_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0471+WITH SETTING: INFORMATION.
 LN0471_STAMPING: H 379 1984
 LN0471_MARK LOGO: NGS
 LN0471_PROJECTION: FLUSH
 LN0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0471_ROD/PIPE-DEPTH: 1.9 meters
 LN0471
 LN0471  HISTORY     - Date     Condition        Report By
 LN0471  HISTORY     - 1984     MONUMENTED       NGS
 LN0471
 LN0471                          STATION DESCRIPTION
 LN0471
 LN0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0471'42.5 KM (26.4 MI) NORTH FROM VERNAL.
 LN0471'42.5 KM (26.4 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0471'WITH U.S. HIGHWAY 40 IN VERNAL, 0.4 KM (0.25 MI) NORTH OF A GRAVELED
 LN0471'ROAD LEADING NORTHEAST TO STRINGHAM CABIN HISTORIC SITE, 0.6 KM
 LN0471'(0.35 MI) NORTH OF MILEPOST 227, 15.2 M (49.9 FT) EAST OF THE
 LN0471'CENTERLINE OF THE HIGHWAY, AND 0.8 M (2.6 FT) SOUTHEAST OF THE
 LN0471'SOUTHEAST LEG OF A FOREST SERVICE INFORMATION SIGN (YOUR NATIONAL
 LN0471'FOREST HELP KEEP IT CLEAN).  NOTE=REFUSAL WAS REACHED AT 6.0 FT.
 LN0471'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LN0471'THE MARK IS 0.1 METERS  W FROM  A WITNESS POST
 LN0471'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0455 ***********************************************************************
 HM0455  DESIGNATION -  H 379
 HM0455  PID         -  HM0455
 HM0455  STATE/COUNTY-  UT/SAN JUAN
 HM0455  COUNTRY     -  US
 HM0455  USGS QUAD   -  WICKIUP CANYON (2017)
 HM0455
 HM0455                         *CURRENT SURVEY CONTROL
 HM0455  ______________________________________________________________________
 HM0455* NAD 83(1986) POSITION- 37 18 32.     (N) 109 05 12.     (W)   SCALED
 HM0455* NAVD 88 ORTHO HEIGHT -  1546.529 (meters)     5073.90  (feet) ADJUSTED
 HM0455  ______________________________________________________________________
 HM0455  GEOID HEIGHT    -        -20.547 (meters)                     GEOID18
 HM0455  DYNAMIC HEIGHT  -       1544.767 (meters)     5068.12  (feet) COMP
 HM0455  MODELED GRAVITY -    979,436.8   (mgal)                       NAVD 88
 HM0455
 HM0455  VERT ORDER      -  FIRST     CLASS II
 HM0455
 HM0455.The horizontal coordinates were scaled from a map and have
 HM0455.an estimated accuracy of +/- 6 seconds.
 HM0455
 HM0455.The orthometric height was determined by differential leveling and
 HM0455.adjusted by the NATIONAL GEODETIC SURVEY
 HM0455.in June 1991.
 HM0455
 HM0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0455.GEOID18 height accuracy estimate available here.
 HM0455
 HM0455.Click photographs - Photos may exist for this station.
 HM0455
 HM0455.The dynamic height is computed by dividing the NAVD 88
 HM0455.geopotential number by the normal gravity value computed on the
 HM0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0455.degrees latitude (g = 980.6199 gals.).
 HM0455
 HM0455.The modeled gravity was interpolated from observed gravity values.
 HM0455
 HM0455;                    North         East    Units  Estimated Accuracy
 HM0455;SPC UT S     - 3,074,040.      713,920.      MT  (+/- 180 meters Scaled)
 HM0455
 HM0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG695308(NAD 83)
 HM0455
 HM0455                          SUPERSEDED SURVEY CONTROL
 HM0455
 HM0455.No superseded survey control is available for this station.
 HM0455
 HM0455_MARKER: DV = VERTICAL CONTROL DISK
 HM0455_SETTING: 66 = SET IN ROCK OUTCROP
 HM0455_STAMPING: H 379 1984
 HM0455_MARK LOGO: NGS
 HM0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0455+STABILITY: POSITION/ELEVATION WELL
 HM0455
 HM0455  HISTORY     - Date     Condition        Report By
 HM0455  HISTORY     - 1984     MONUMENTED       NGS
 HM0455
 HM0455                          STATION DESCRIPTION
 HM0455
 HM0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0455'53.2 KM (33.05 MI) WEST FROM CORTEZ CO.
 HM0455'4.1 KM (2.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 160 FROM ITS WEST
 HM0455'JUNCTION WITH U.S. HIGHWAY 666 IN CORTEZ, THENCE 47.7 KM (29.65 MI)
 HM0455'WESTERLY ALONG A PAVED (TURNING TO GRAVEL) ROAD, THENCE 1.4 KM
 HM0455'(0.85 MI) NORTH AND WEST ALONG A PAVED ROAD, 0.5 KM (0.3 MI) NORTH OF
 HM0455'A POWERLINE CROSSING, 0.2 KM (0.1 MI) SOUTH OF OF A POWERLINE
 HM0455'CROSSING, AT THE NORTH END OF A 10- BY 25-FOOT EXPOSED AREA OF
 HM0455'OUTCROPPING BEDROCK, 168.0 METERS (551.2 FT) EAST OF THE CENTER OF THE
 HM0455'ROAD, 116.0 METERS (388.6 FT) EAST-SOUTHEAST OF A UTILITY POLE, AND
 HM0455'0.7 METER (2.3 FT) EAST OF THE WEST EDGE OF THE OUTCROP.
 HM0455'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 HM0455'THE MARK IS 12.0 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0071 ***********************************************************************
 HO0071  DESIGNATION -  H 38
 HO0071  PID         -  HO0071
 HO0071  STATE/COUNTY-  UT/GARFIELD
 HO0071  COUNTRY     -  US
 HO0071  USGS QUAD   -  TROPIC CANYON (2017)
 HO0071
 HO0071                         *CURRENT SURVEY CONTROL
 HO0071  ______________________________________________________________________
 HO0071* NAD 83(1986) POSITION- 37 40 43.7    (N) 112 06 49.0    (W)   HD_HELD2
 HO0071* NAVD 88 ORTHO HEIGHT -  2143.030 (meters)     7030.92  (feet) ADJUSTED
 HO0071  ______________________________________________________________________
 HO0071  GEOID HEIGHT    -        -20.056 (meters)                     GEOID18
 HO0071  DYNAMIC HEIGHT  -       2140.349 (meters)     7022.13  (feet) COMP
 HO0071  MODELED GRAVITY -    979,302.5   (mgal)                       NAVD 88
 HO0071
 HO0071  VERT ORDER      -  SECOND    CLASS 0
 HO0071
 HO0071.The horizontal coordinates were established by autonomous hand held GPS
 HO0071.observations and have an estimated accuracy of +/- 10 meters.
 HO0071
 HO0071.The orthometric height was determined by differential leveling and
 HO0071.adjusted by the NATIONAL GEODETIC SURVEY
 HO0071.in June 1991.
 HO0071
 HO0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0071.GEOID18 height accuracy estimate available here.
 HO0071
 HO0071.Click photographs - Photos may exist for this station.
 HO0071
 HO0071.The dynamic height is computed by dividing the NAVD 88
 HO0071.geopotential number by the normal gravity value computed on the
 HO0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0071.degrees latitude (g = 980.6199 gals.).
 HO0071
 HO0071.The modeled gravity was interpolated from observed gravity values.
 HO0071
 HO0071;                    North         East    Units  Estimated Accuracy
 HO0071;SPC UT S     - 3,112,508.      445,874.      MT  (+/- 10 meters HH2 GPS)
 HO0071
 HO0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0180170762(NAD 83)
 HO0071
 HO0071                          SUPERSEDED SURVEY CONTROL
 HO0071
 HO0071  NGVD 29 (??/??/92) 2141.624  (m)         7026.31   (f) ADJ UNCH    2 0
 HO0071
 HO0071.Superseded values are not recommended for survey control.
 HO0071
 HO0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0071.See file dsdata.pdf to determine how the superseded data were derived.
 HO0071
 HO0071_MARKER: DB = BENCH MARK DISK
 HO0071_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HO0071_STAMPING: H 38 1931 7027
 HO0071_MARK LOGO: USGS
 HO0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0071
 HO0071  HISTORY     - Date     Condition        Report By
 HO0071  HISTORY     - 1931     MONUMENTED       USGS
 HO0071  HISTORY     - 1963     GOOD             CGS
 HO0071
 HO0071                          STATION DESCRIPTION
 HO0071
 HO0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0071'4.9 MI NW FROM TROPIC.
 HO0071'4.9 MILES NORTHWEST ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT
 HO0071'TROPIC, ON THE OUTSIDE OF A CURVE, 36 FEET WEST OF THE CENTER LINE OF
 HO0071'THE HIGHWAY, 103 FEET SOUTH OF THE WEST END OF A CONCRETE BOX CULVERT,
 HO0071'2.0 FEET WEST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE
 HO0071'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT
 HO0071'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0107 ***********************************************************************
 JO0107  DESIGNATION -  H 38
 JO0107  PID         -  JO0107
 JO0107  STATE/COUNTY-  UT/GARFIELD
 JO0107  COUNTRY     -  US
 JO0107  USGS QUAD   -  BULL RUSH PEAK (2017)
 JO0107
 JO0107                         *CURRENT SURVEY CONTROL
 JO0107  ______________________________________________________________________
 JO0107* NAD 83(1986) POSITION- 38 01 58.     (N) 112 21 25.     (W)   SCALED
 JO0107* NAVD 88 ORTHO HEIGHT -  1927.854 (meters)     6324.97  (feet) ADJUSTED
 JO0107  ______________________________________________________________________
 JO0107  GEOID HEIGHT    -        -19.693 (meters)                     GEOID18
 JO0107  DYNAMIC HEIGHT  -       1925.580 (meters)     6317.51  (feet) COMP
 JO0107  MODELED GRAVITY -    979,381.6   (mgal)                       NAVD 88
 JO0107
 JO0107  VERT ORDER      -  SECOND    CLASS 0
 JO0107
 JO0107.The horizontal coordinates were scaled from a map and have
 JO0107.an estimated accuracy of +/- 6 seconds.
 JO0107
 JO0107.The orthometric height was determined by differential leveling and
 JO0107.adjusted by the NATIONAL GEODETIC SURVEY
 JO0107.in June 1991.
 JO0107
 JO0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0107.GEOID18 height accuracy estimate available here.
 JO0107
 JO0107.Click photographs - Photos may exist for this station.
 JO0107
 JO0107.The dynamic height is computed by dividing the NAVD 88
 JO0107.geopotential number by the normal gravity value computed on the
 JO0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0107.degrees latitude (g = 980.6199 gals.).
 JO0107
 JO0107.The modeled gravity was interpolated from observed gravity values.
 JO0107
 JO0107;                    North         East    Units  Estimated Accuracy
 JO0107;SPC UT S     - 3,151,960.      424,770.      MT  (+/- 180 meters Scaled)
 JO0107
 JO0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH809103(NAD 83)
 JO0107
 JO0107                          SUPERSEDED SURVEY CONTROL
 JO0107
 JO0107  NGVD 29 (??/??/92) 1926.627  (m)         6320.94   (f) ADJ UNCH    2 0
 JO0107
 JO0107.Superseded values are not recommended for survey control.
 JO0107
 JO0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0107.See file dsdata.pdf to determine how the superseded data were derived.
 JO0107
 JO0107_MARKER: DB = BENCH MARK DISK
 JO0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0107_STAMPING: H 38 1934
 JO0107_MARK LOGO: CGS
 JO0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0107+STABILITY: SURFACE MOTION
 JO0107
 JO0107  HISTORY     - Date     Condition        Report By
 JO0107  HISTORY     - 1934     MONUMENTED       CGS
 JO0107
 JO0107                          STATION DESCRIPTION
 JO0107
 JO0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0107'15.7 MI N FROM PANGUITCH.
 JO0107'ABOUT 15.7 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 JO0107'PANGUITCH, GARFIELD COUNTY, ABOUT 65 FEET SOUTH OF THE WEST HEAD WALL
 JO0107'OF A CONCRETE CULVERT, 92 FEET SOUTHWEST OF POLE 2085, 44 FEET WEST OF
 JO0107'THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT EAST OF THE FENCE.  A
 JO0107'STANDARD DISK, STAMPED H 38 1934 AND SET IN THE TOP OF A CONCRETE
 JO0107'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0199 ***********************************************************************
 HO0199  DESIGNATION -  H 38
 HO0199  PID         -  HO0199
 HO0199  STATE/COUNTY-  UT/IRON
 HO0199  COUNTRY     -  US
 HO0199  USGS QUAD   -  AVON (2017)
 HO0199
 HO0199                         *CURRENT SURVEY CONTROL
 HO0199  ______________________________________________________________________
 HO0199* NAD 83(1986) POSITION- 37 54 52.6    (N) 113 15 28.1    (W)   HD_HELD2
 HO0199* NAVD 88 ORTHO HEIGHT -  1578.60  (+/-2cm)     5179.1   (feet) VERTCON3
 HO0199  ______________________________________________________________________
 HO0199  GEOID HEIGHT    -        -22.246 (meters)                     GEOID18
 HO0199  VERT ORDER      -  ? (See Below)
 HO0199
 HO0199.The horizontal coordinates were established by autonomous hand held GPS
 HO0199.observations and have an estimated accuracy of +/- 10 meters.
 HO0199
 HO0199.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0199
 HO0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0199.GEOID18 height accuracy estimate available here.
 HO0199
 HO0199.The vertical order pertains to the NGVD 29 superseded value.
 HO0199
 HO0199.Click photographs - Photos may exist for this station.
 HO0199
 HO0199;                    North         East    Units  Estimated Accuracy
 HO0199;SPC UT S     - 3,139,954.      345,445.      MT  (+/- 10 meters HH2 GPS)
 HO0199
 HO0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG0152898744(NAD 83)
 HO0199
 HO0199                          SUPERSEDED SURVEY CONTROL
 HO0199
 HO0199  NGVD 29 (??/??/92) 1577.505  (m)         5175.53   (f) ADJ UNCH       
 HO0199
 HO0199.Superseded values are not recommended for survey control.
 HO0199
 HO0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0199.See file dsdata.pdf to determine how the superseded data were derived.
 HO0199
 HO0199_MARKER: DD = SURVEY DISK
 HO0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0199_STAMPING: H 38 1928
 HO0199_MARK LOGO: USGS
 HO0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0199+STABILITY: SURFACE MOTION
 HO0199
 HO0199  HISTORY     - Date     Condition        Report By
 HO0199  HISTORY     - 1928     MONUMENTED       USGS
 HO0199
 HO0199                          STATION DESCRIPTION
 HO0199
 HO0199'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 HO0199'11.6 MI SE FROM LUND.
 HO0199'ABOUT 11.6 MILES SOUTHEAST ALONG STATE HIGHWAY 19 FROM LUND, IRON
 HO0199'COUNTY, 21 FEET WEST OF A DIM CROSSROADS, AND 42 FEET NORTHWEST OF THE
 HO0199'CENTER LINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 HO0199'STANDARD DISK, STAMPED H 38 1928 AND SET IN THE TOP OF A CONCRETE
 HO0199'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0592 ***********************************************************************
 MS0592  DESIGNATION -  H 380
 MS0592  PID         -  MS0592
 MS0592  STATE/COUNTY-  UT/BOX ELDER
 MS0592  COUNTRY     -  US
 MS0592  USGS QUAD   -  LAKE RIDGE (2017)
 MS0592
 MS0592                         *CURRENT SURVEY CONTROL
 MS0592  ______________________________________________________________________
 MS0592* NAD 83(1986) POSITION- 41 39 31.6    (N) 112 39 14.2    (W)   HD_HELD2
 MS0592* NAVD 88 ORTHO HEIGHT -  1497.953 (meters)     4914.53  (feet) ADJUSTED
 MS0592  ______________________________________________________________________
 MS0592  GEOID HEIGHT    -        -15.665 (meters)                     GEOID18
 MS0592  DYNAMIC HEIGHT  -       1496.918 (meters)     4911.14  (feet) COMP
 MS0592  MODELED GRAVITY -    979,878.5   (mgal)                       NAVD 88
 MS0592
 MS0592  VERT ORDER      -  FIRST     CLASS II
 MS0592
 MS0592.The horizontal coordinates were established by autonomous hand held GPS
 MS0592.observations and have an estimated accuracy of +/- 10 meters.
 MS0592
 MS0592.The orthometric height was determined by differential leveling and
 MS0592.adjusted by the NATIONAL GEODETIC SURVEY
 MS0592.in June 1991.
 MS0592
 MS0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0592.GEOID18 height accuracy estimate available here.
 MS0592
 MS0592.Click photographs - Photos may exist for this station.
 MS0592
 MS0592.The dynamic height is computed by dividing the NAVD 88
 MS0592.geopotential number by the normal gravity value computed on the
 MS0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0592.degrees latitude (g = 980.6199 gals.).
 MS0592
 MS0592.The modeled gravity was interpolated from observed gravity values.
 MS0592
 MS0592;                    North         East    Units  Estimated Accuracy
 MS0592;SPC UT N     - 1,147,832.      403,890.      MT  (+/- 10 meters HH2 GPS)
 MS0592
 MS0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM6229213213(NAD 83)
 MS0592
 MS0592                          SUPERSEDED SURVEY CONTROL
 MS0592
 MS0592.No superseded survey control is available for this station.
 MS0592
 MS0592_MARKER: I = METAL ROD
 MS0592_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0592_STAMPING: H 380 1984
 MS0592_MARK LOGO: NGS
 MS0592_PROJECTION: FLUSH
 MS0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0592_ROD/PIPE-DEPTH: 12.2 meters
 MS0592
 MS0592  HISTORY     - Date     Condition        Report By
 MS0592  HISTORY     - 1984     MONUMENTED       NGS
 MS0592
 MS0592                          STATION DESCRIPTION
 MS0592
 MS0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0592'12.2 KM (7.6 MI) NW FROM PROMONTORY.
 MS0592'1.58 KM (0.98 MI) NORTH ALONG A PAVED ROAD FROM THE GOLDEN SPIKE
 MS0592'MONUMENT IN PROMONTORY, THENCE 10.59 KM (6.58 MI) WEST ALONG A GRAVEL
 MS0592'ROAD, ON THE NORTH SLOPE OF A HILL, AT THE NORTHEAST EDGE OF A
 MS0592'CULTIVATED FIELD, 0.19 KM (0.12 MI) SOUTHEAST OF A CATTLE GUARD,
 MS0592'16.8 METERS (55 FT) SOUTHWEST OF THE CENTER OF THE ROAD AND
 MS0592'11.6 METERS (38 FT) NORTHEAST OF THE CENTER OF A TRACK ROAD ALONG THE
 MS0592'NORTHEAST EDGE OF A FIELD.
 MS0592'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 MS0592'THE MARK IS 1.0 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0673 ***********************************************************************
 MS0673  DESIGNATION -  H 381
 MS0673  PID         -  MS0673
 MS0673  STATE/COUNTY-  UT/BOX ELDER
 MS0673  COUNTRY     -  US
 MS0673  USGS QUAD   -  LUCIN NE (2017)
 MS0673
 MS0673                         *CURRENT SURVEY CONTROL
 MS0673  ______________________________________________________________________
 MS0673* NAD 83(1986) POSITION- 41 25 31.     (N) 113 51 05.     (W)   SCALED
 MS0673* NAVD 88 ORTHO HEIGHT -  1405.924 (meters)     4612.60  (feet) ADJUSTED
 MS0673  ______________________________________________________________________
 MS0673  GEOID HEIGHT    -        -16.615 (meters)                     GEOID18
 MS0673  DYNAMIC HEIGHT  -       1404.908 (meters)     4609.27  (feet) COMP
 MS0673  MODELED GRAVITY -    979,851.5   (mgal)                       NAVD 88
 MS0673
 MS0673  VERT ORDER      -  FIRST     CLASS II
 MS0673
 MS0673.The horizontal coordinates were scaled from a map and have
 MS0673.an estimated accuracy of +/- 6 seconds.
 MS0673
 MS0673.The orthometric height was determined by differential leveling and
 MS0673.adjusted by the NATIONAL GEODETIC SURVEY
 MS0673.in June 1991.
 MS0673
 MS0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0673.GEOID18 height accuracy estimate available here.
 MS0673
 MS0673.Click photographs - Photos may exist for this station.
 MS0673
 MS0673.The dynamic height is computed by dividing the NAVD 88
 MS0673.geopotential number by the normal gravity value computed on the
 MS0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0673.degrees latitude (g = 980.6199 gals.).
 MS0673
 MS0673.The modeled gravity was interpolated from observed gravity values.
 MS0673
 MS0673;                    North         East    Units  Estimated Accuracy
 MS0673;SPC UT N     - 1,123,920.      303,470.      MT  (+/- 180 meters Scaled)
 MS0673
 MS0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL617898(NAD 83)
 MS0673
 MS0673                          SUPERSEDED SURVEY CONTROL
 MS0673
 MS0673.No superseded survey control is available for this station.
 MS0673
 MS0673_MARKER: I = METAL ROD
 MS0673_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0673+WITH SETTING: INFORMATION.
 MS0673_STAMPING: H 381 1984
 MS0673_MARK LOGO: NGS
 MS0673_PROJECTION: FLUSH
 MS0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0673_ROD/PIPE-DEPTH: 2.4 meters
 MS0673
 MS0673  HISTORY     - Date     Condition        Report By
 MS0673  HISTORY     - 1984     MONUMENTED       NGS
 MS0673
 MS0673                          STATION DESCRIPTION
 MS0673
 MS0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0673'72.4 KM (45.0 MI) SW FROM PARK VALLEY.
 MS0673'72.36 KM (44.97 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0673'AT PARK VALLEY, IN LINE WITH A ROW OF POWER POLES AND 0.51 KM
 MS0673'(0.32 MI) WEST OF MILEPOST 11, 31.1 METERS (102 FT) SOUTH OF THE
 MS0673'HIGHWAY CENTERLINE, 39.3 METERS (129 FT) SOUTHEAST OF THE SOUTH END OF
 MS0673'A 24-INCH CORRUGATED METAL PIPE CULVERT AND 1.2 METERS (4 FT) WEST OF
 MS0673'A POWER POLE.
 MS0673'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 MS0673'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0492 ***********************************************************************
 LN0492  DESIGNATION -  H 383
 LN0492  PID         -  LN0492
 LN0492  STATE/COUNTY-  UT/UINTAH
 LN0492  COUNTRY     -  US
 LN0492  USGS QUAD   -  DONKEY FLAT (2017)
 LN0492
 LN0492                         *CURRENT SURVEY CONTROL
 LN0492  ______________________________________________________________________
 LN0492* NAD 83(1986) POSITION- 40 36 52.     (N) 109 28 40.     (W)   SCALED
 LN0492* NAVD 88 ORTHO HEIGHT -  1931.204 (meters)     6335.96  (feet) ADJUSTED
 LN0492  ______________________________________________________________________
 LN0492  GEOID HEIGHT    -        -15.184 (meters)                     GEOID18
 LN0492  DYNAMIC HEIGHT  -       1929.404 (meters)     6330.05  (feet) COMP
 LN0492  MODELED GRAVITY -    979,624.1   (mgal)                       NAVD 88
 LN0492
 LN0492  VERT ORDER      -  FIRST     CLASS II
 LN0492
 LN0492.The horizontal coordinates were scaled from a map and have
 LN0492.an estimated accuracy of +/- 6 seconds.
 LN0492
 LN0492.The orthometric height was determined by differential leveling and
 LN0492.adjusted by the NATIONAL GEODETIC SURVEY
 LN0492.in June 1991.
 LN0492
 LN0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0492.GEOID18 height accuracy estimate available here.
 LN0492
 LN0492.Click photographs - Photos may exist for this station.
 LN0492
 LN0492.The dynamic height is computed by dividing the NAVD 88
 LN0492.geopotential number by the normal gravity value computed on the
 LN0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0492.degrees latitude (g = 980.6199 gals.).
 LN0492
 LN0492.The modeled gravity was interpolated from observed gravity values.
 LN0492
 LN0492;                    North         East    Units  Estimated Accuracy
 LN0492;SPC UT C     - 2,255,190.      671,110.      MT  (+/- 180 meters Scaled)
 LN0492
 LN0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK287970(NAD 83)
 LN0492
 LN0492                          SUPERSEDED SURVEY CONTROL
 LN0492
 LN0492.No superseded survey control is available for this station.
 LN0492
 LN0492_MARKER: I = METAL ROD
 LN0492_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0492+WITH SETTING: INFORMATION.
 LN0492_STAMPING: H 383 1984
 LN0492_MARK LOGO: NGS
 LN0492_PROJECTION: FLUSH
 LN0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0492_ROD/PIPE-DEPTH: 0.8 meters
 LN0492
 LN0492  HISTORY     - Date     Condition        Report By
 LN0492  HISTORY     - 1984     MONUMENTED       NGS
 LN0492
 LN0492                          STATION DESCRIPTION
 LN0492
 LN0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0492'22.1 KM (13.75 MI) NORT FROM VERNAL.
 LN0492'22.1 KM (13.75 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0492'WITH U.S. HIGHWAY 40 IN VERNAL, 35.7 M (117.1 FT) WEST OF THE
 LN0492'CENTERLINE OF THE HIGHWAY, 10.6 M (34.8 FT) NORTHEAST OF THE CENTER OF
 LN0492'A GATE AND A TRACK ROAD, AND 0.5 M (1.6 FT) SOUTHEAST OF A FENCE.
 LN0492'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LN0492'THE MARK IS 0.2 METERS  SE FROM  A WITNESS POST
 LN0492'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0431 ***********************************************************************
 LN0431  DESIGNATION -  H 385
 LN0431  PID         -  LN0431
 LN0431  STATE/COUNTY-  UT/DAGGETT
 LN0431  COUNTRY     -  US
 LN0431  USGS QUAD   -  MANILA (2017)
 LN0431
 LN0431                         *CURRENT SURVEY CONTROL
 LN0431  ______________________________________________________________________
 LN0431* NAD 83(1986) POSITION- 40 55 12.     (N) 109 41 44.     (W)   SCALED
 LN0431* NAVD 88 ORTHO HEIGHT -  1868.631 (meters)     6130.67  (feet) ADJUSTED
 LN0431  ______________________________________________________________________
 LN0431  GEOID HEIGHT    -        -13.635 (meters)                     GEOID18
 LN0431  DYNAMIC HEIGHT  -       1867.001 (meters)     6125.32  (feet) COMP
 LN0431  MODELED GRAVITY -    979,685.4   (mgal)                       NAVD 88
 LN0431
 LN0431  VERT ORDER      -  FIRST     CLASS II
 LN0431
 LN0431.The horizontal coordinates were scaled from a map and have
 LN0431.an estimated accuracy of +/- 6 seconds.
 LN0431
 LN0431.The orthometric height was determined by differential leveling and
 LN0431.adjusted by the NATIONAL GEODETIC SURVEY
 LN0431.in June 1991.
 LN0431
 LN0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0431.GEOID18 height accuracy estimate available here.
 LN0431
 LN0431.Click photographs - Photos may exist for this station.
 LN0431
 LN0431.The dynamic height is computed by dividing the NAVD 88
 LN0431.geopotential number by the normal gravity value computed on the
 LN0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0431.degrees latitude (g = 980.6199 gals.).
 LN0431
 LN0431.The modeled gravity was interpolated from observed gravity values.
 LN0431
 LN0431;                    North         East    Units  Estimated Accuracy
 LN0431;SPC UT N     - 1,066,730.      651,990.      MT  (+/- 180 meters Scaled)
 LN0431
 LN0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL098306(NAD 83)
 LN0431
 LN0431                          SUPERSEDED SURVEY CONTROL
 LN0431
 LN0431.No superseded survey control is available for this station.
 LN0431
 LN0431_MARKER: I = METAL ROD
 LN0431_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0431_STAMPING: H 385 1984
 LN0431_MARK LOGO: NGS
 LN0431_PROJECTION: FLUSH
 LN0431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0431_ROD/PIPE-DEPTH: 3.1 meters
 LN0431
 LN0431  HISTORY     - Date     Condition        Report By
 LN0431  HISTORY     - 1984     MONUMENTED       NGS
 LN0431
 LN0431                          STATION DESCRIPTION
 LN0431
 LN0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0431'11.8 KM (7.35 MI) SOUTH FROM MANILA.
 LN0431'11.8 KM (7.35 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0431'WITH STATE HIGHWAY 43 IN MANILA, 0.8 KM (0.5 MI) SOUTHEAST OF MILEPOST
 LN0431'21, 41.8 M (137.1 FT) EAST OF THE CENTER OF A DIRT ROAD LEADING EAST,
 LN0431'23.2 M (76.1 FT) EAST OF THE WEST END OF A GUARD RAIL, 6.5 M (21.3 FT)
 LN0431'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A
 LN0431'GUARD RAIL.  NOTE ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 LN0431'CAP.
 LN0431'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LN0431'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0450 ***********************************************************************
 LN0450  DESIGNATION -  H 386
 LN0450  PID         -  LN0450
 LN0450  STATE/COUNTY-  UT/DAGGETT
 LN0450  COUNTRY     -  US
 LN0450  USGS QUAD   -  ELK PARK (2017)
 LN0450
 LN0450                         *CURRENT SURVEY CONTROL
 LN0450  ______________________________________________________________________
 LN0450* NAD 83(1986) POSITION- 40 51 06.     (N) 109 37 33.     (W)   SCALED
 LN0450* NAVD 88 ORTHO HEIGHT -  2379.222 (meters)     7805.83  (feet) ADJUSTED
 LN0450  ______________________________________________________________________
 LN0450  GEOID HEIGHT    -        -13.479 (meters)                     GEOID18
 LN0450  DYNAMIC HEIGHT  -       2376.942 (meters)     7798.35  (feet) COMP
 LN0450  MODELED GRAVITY -    979,579.6   (mgal)                       NAVD 88
 LN0450
 LN0450  VERT ORDER      -  FIRST     CLASS II
 LN0450
 LN0450.The horizontal coordinates were scaled from a map and have
 LN0450.an estimated accuracy of +/- 6 seconds.
 LN0450
 LN0450.The orthometric height was determined by differential leveling and
 LN0450.adjusted by the NATIONAL GEODETIC SURVEY
 LN0450.in June 1991.
 LN0450
 LN0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0450.GEOID18 height accuracy estimate available here.
 LN0450
 LN0450.Click photographs - Photos may exist for this station.
 LN0450
 LN0450.The dynamic height is computed by dividing the NAVD 88
 LN0450.geopotential number by the normal gravity value computed on the
 LN0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0450.degrees latitude (g = 980.6199 gals.).
 LN0450
 LN0450.The modeled gravity was interpolated from observed gravity values.
 LN0450
 LN0450;                    North         East    Units  Estimated Accuracy
 LN0450;SPC UT N     - 1,059,260.      658,020.      MT  (+/- 180 meters Scaled)
 LN0450
 LN0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL158231(NAD 83)
 LN0450
 LN0450                          SUPERSEDED SURVEY CONTROL
 LN0450
 LN0450.No superseded survey control is available for this station.
 LN0450
 LN0450_MARKER: I = METAL ROD
 LN0450_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0450+WITH SETTING: INFORMATION.
 LN0450_STAMPING: H 386 1984
 LN0450_MARK LOGO: NGS
 LN0450_PROJECTION: FLUSH
 LN0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0450_ROD/PIPE-DEPTH: 0.9 meters
 LN0450
 LN0450  HISTORY     - Date     Condition        Report By
 LN0450  HISTORY     - 1984     MONUMENTED       NGS
 LN0450
 LN0450                          STATION DESCRIPTION
 LN0450
 LN0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0450'31.6 KM (19.65 MI) SOUT FROM MANILA.
 LN0450'31.6 KM (19.65 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0450'WITH STATE HIGHWAY 43 IN MANILA, 2.7 KM (1.7 MI) NORTHEAST OF A GRAVEL
 LN0450'ROAD LEADING SOUTHEWEST TO LEONA SPRINGS TRAIL NO. 009, 0.2 KM
 LN0450'(0.1 MI) WEST OF MILEPOST 8, 28.4 M (93.2 FT) NORTH OF THE CENTERLINE
 LN0450'OF THE HIGHWAY, AND 15.2 M (49.9 FT) EAST OF THE CENTER OF GRAVEL ROAD
 LN0450'LEADING NORTHWEST.  NOTE=REFUSAL WAS REACHED AT 3.0 FT.  ACCESS TO THE
 LN0450'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LN0450'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LN0450'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0043 ***********************************************************************
 KN0043  DESIGNATION -  H 39
 KN0043  PID         -  KN0043
 KN0043  STATE/COUNTY-  UT/EMERY
 KN0043  COUNTRY     -  US
 KN0043  USGS QUAD   -  MEXICAN MOUNTAIN (2017)
 KN0043
 KN0043                         *CURRENT SURVEY CONTROL
 KN0043  ______________________________________________________________________
 KN0043* NAD 83(1986) POSITION- 39 02 47.     (N) 110 24 03.     (W)   SCALED
 KN0043* NAVD 88 ORTHO HEIGHT -  1404.991 (meters)     4609.54  (feet) ADJUSTED
 KN0043  ______________________________________________________________________
 KN0043  GEOID HEIGHT    -        -19.347 (meters)                     GEOID18
 KN0043  DYNAMIC HEIGHT  -       1403.619 (meters)     4605.04  (feet) COMP
 KN0043  MODELED GRAVITY -    979,603.0   (mgal)                       NAVD 88
 KN0043
 KN0043  VERT ORDER      -  SECOND    CLASS 0
 KN0043
 KN0043.The horizontal coordinates were scaled from a map and have
 KN0043.an estimated accuracy of +/- 6 seconds.
 KN0043
 KN0043.The orthometric height was determined by differential leveling and
 KN0043.adjusted by the NATIONAL GEODETIC SURVEY
 KN0043.in June 1991.
 KN0043
 KN0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0043.GEOID18 height accuracy estimate available here.
 KN0043
 KN0043.Click photographs - Photos may exist for this station.
 KN0043
 KN0043.The dynamic height is computed by dividing the NAVD 88
 KN0043.geopotential number by the normal gravity value computed on the
 KN0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0043.degrees latitude (g = 980.6199 gals.).
 KN0043
 KN0043.The modeled gravity was interpolated from observed gravity values.
 KN0043
 KN0043;                    North         East    Units  Estimated Accuracy
 KN0043;SPC UT C     - 2,079,750.      595,150.      MT  (+/- 180 meters Scaled)
 KN0043
 KN0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ518220(NAD 83)
 KN0043
 KN0043                          SUPERSEDED SURVEY CONTROL
 KN0043
 KN0043  NGVD 29 (??/??/92) 1403.982  (m)         4606.23   (f) ADJ UNCH    2 0
 KN0043
 KN0043.Superseded values are not recommended for survey control.
 KN0043
 KN0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0043.See file dsdata.pdf to determine how the superseded data were derived.
 KN0043
 KN0043_MARKER: P = PIPE CAP
 KN0043_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KN0043_STAMPING: T20S R13E R14E S25 S30 H 39 1934
 KN0043_MARK LOGO: USGLO
 KN0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0043
 KN0043  HISTORY     - Date     Condition        Report By
 KN0043  HISTORY     - 1934     MONUMENTED       USGLO
 KN0043
 KN0043                          STATION DESCRIPTION
 KN0043
 KN0043'DESCRIBED BY US GENERAL LAND OFFICE 1934
 KN0043'16.6 MI W FROM GREEN RIVER.
 KN0043'ABOUT 16.6 MILES WEST OF GREEN RIVER, EMERY COUNTY, ABOUT 11 MILES
 KN0043'ALONG THE TRAIL TO CASTLE DALE FROM U.S. HIGHWAY 50, ABOUT 1 MILE
 KN0043'NORTH OF A CABIN, ABOUT 200 FEET EAST OF A GATE ACROSS THE TRAIL, AND
 KN0043'IN AN EAST-AND-WEST FENCE LINE.  A UNITED STATES GENERAL LAND OFFICE
 KN0043'STANDARD CAP, STAMPED T 20 S R 13 E R 14 E S 25 S 30 H 39 1934 AND
 KN0043'FASTENED ON THE TOP OF AN IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0197 ***********************************************************************
 HO0197  DESIGNATION -  H 39
 HO0197  PID         -  HO0197
 HO0197  STATE/COUNTY-  UT/IRON
 HO0197  COUNTRY     -  US
 HO0197  USGS QUAD   -  AVON (2017)
 HO0197
 HO0197                         *CURRENT SURVEY CONTROL
 HO0197  ______________________________________________________________________
 HO0197* NAD 83(1986) POSITION- 37 56 18.2    (N) 113 18 28.1    (W)   HD_HELD2
 HO0197* NAVD 88 ORTHO HEIGHT -  1570.89  (+/-2cm)     5153.8   (feet) VERTCON3
 HO0197  ______________________________________________________________________
 HO0197  GEOID HEIGHT    -        -22.332 (meters)                     GEOID18
 HO0197  VERT ORDER      -  ? (See Below)
 HO0197
 HO0197.The horizontal coordinates were established by autonomous hand held GPS
 HO0197.observations and have an estimated accuracy of +/- 10 meters.
 HO0197
 HO0197.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0197
 HO0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0197.GEOID18 height accuracy estimate available here.
 HO0197
 HO0197.The vertical order pertains to the NGVD 29 superseded value.
 HO0197
 HO0197.Click photographs - Photos may exist for this station.
 HO0197
 HO0197;                    North         East    Units  Estimated Accuracy
 HO0197;SPC UT S     - 3,142,677.      341,100.      MT  (+/- 10 meters HH2 GPS)
 HO0197
 HO0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH9719701491(NAD 83)
 HO0197
 HO0197                          SUPERSEDED SURVEY CONTROL
 HO0197
 HO0197  NGVD 29 (??/??/92) 1569.800  (m)         5150.25   (f) ADJ UNCH       
 HO0197
 HO0197.Superseded values are not recommended for survey control.
 HO0197
 HO0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0197.See file dsdata.pdf to determine how the superseded data were derived.
 HO0197
 HO0197_MARKER: DD = SURVEY DISK
 HO0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0197_STAMPING: H 39 1928 5150
 HO0197_MARK LOGO: USGS
 HO0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0197+STABILITY: SURFACE MOTION
 HO0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0197+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2012
 HO0197
 HO0197  HISTORY     - Date     Condition        Report By
 HO0197  HISTORY     - 1928     MONUMENTED       USGS
 HO0197  HISTORY     - 20120228 GOOD             GEOCAC
 HO0197
 HO0197                          STATION DESCRIPTION
 HO0197
 HO0197'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 HO0197'8.4 MI SE FROM LUND.
 HO0197'ABOUT 8.4 MILES SOUTHEAST ALONG STATE HIGHWAY 19 FROM LUND, IRON
 HO0197'COUNTY, ABOUT 250 FEET EAST OF AN ANGLE IN THE HIGHWAY, AND 50 FEET
 HO0197'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES
 HO0197'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 39 1928 AND SET IN THE TOP
 HO0197'OF A CONCRETE POST.
 HO0197
 HO0197                          STATION RECOVERY (2012)
 HO0197
 HO0197'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 HO0197'CONCRETE POST PROTRUDES 1.1 FT AND HAS A VERY SLIGHT LEAN TO THE SE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0151 ***********************************************************************
 HO0151  DESIGNATION -  H 4
 HO0151  PID         -  HO0151
 HO0151  STATE/COUNTY-  UT/WASHINGTON
 HO0151  COUNTRY     -  US
 HO0151  USGS QUAD   -  SPRINGDALE EAST (2017)
 HO0151
 HO0151                         *CURRENT SURVEY CONTROL
 HO0151  ______________________________________________________________________
 HO0151* NAD 83(1986) POSITION- 37 12 40.     (N) 112 56 41.     (W)   SCALED
 HO0151* NAVD 88 ORTHO HEIGHT -  1536.086 (meters)     5039.64  (feet) ADJUSTED
 HO0151  ______________________________________________________________________
 HO0151  GEOID HEIGHT    -        -22.297 (meters)                     GEOID18
 HO0151  DYNAMIC HEIGHT  -       1534.325 (meters)     5033.86  (feet) COMP
 HO0151  MODELED GRAVITY -    979,430.6   (mgal)                       NAVD 88
 HO0151
 HO0151  VERT ORDER      -  FIRST     CLASS II
 HO0151
 HO0151.The horizontal coordinates were scaled from a map and have
 HO0151.an estimated accuracy of +/- 6 seconds.
 HO0151
 HO0151.The orthometric height was determined by differential leveling and
 HO0151.adjusted by the NATIONAL GEODETIC SURVEY
 HO0151.in June 1991.
 HO0151
 HO0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0151.GEOID18 height accuracy estimate available here.
 HO0151
 HO0151.Click photographs - Photos may exist for this station.
 HO0151
 HO0151.The dynamic height is computed by dividing the NAVD 88
 HO0151.geopotential number by the normal gravity value computed on the
 HO0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0151.degrees latitude (g = 980.6199 gals.).
 HO0151
 HO0151.The modeled gravity was interpolated from observed gravity values.
 HO0151
 HO0151;                    North         East    Units  Estimated Accuracy
 HO0151;SPC UT S     - 3,061,420.      371,760.      MT  (+/- 180 meters Scaled)
 HO0151
 HO0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG274200(NAD 83)
 HO0151
 HO0151                          SUPERSEDED SURVEY CONTROL
 HO0151
 HO0151  NGVD 29 (??/??/92) 1535.101  (m)         5036.41   (f) ADJ UNCH    1 2
 HO0151
 HO0151.Superseded values are not recommended for survey control.
 HO0151
 HO0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0151.See file dsdata.pdf to determine how the superseded data were derived.
 HO0151
 HO0151_MARKER: DD = SURVEY DISK
 HO0151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HO0151_SP_SET: SIDEWALK
 HO0151_STAMPING: H 4 1931
 HO0151_MARK LOGO: USGS
 HO0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0151
 HO0151  HISTORY     - Date     Condition        Report By
 HO0151  HISTORY     - 1931     MONUMENTED       USGS
 HO0151  HISTORY     - 1982     GOOD             NGS
 HO0151
 HO0151                          STATION DESCRIPTION
 HO0151
 HO0151'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HO0151'10.0 MI NE FROM ROCKVILLE.
 HO0151'10.0 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM ROCKVILLE, WASHINGTON
 HO0151'COUNTY, AT THE ZION HIGHWAY TUNNEL, AT WINDOW 2 FROM THE EAST PORTAL,
 HO0151'AND IN THE CENTER OF THE TOP OF THE CONCRETE SIDEWALK. A UNITED STATES
 HO0151'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 4 1931 5036.
 HO0151
 HO0151                          STATION RECOVERY (1982)
 HO0151
 HO0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0151'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.0 KM
 HO0151'(6.85 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF LATTER DAY
 HO0151'SAINTS IN SPRINGDALE, IN THE TOP CENTER OF THE SIDEWALK IN THE FOURTH
 HO0151'TUNNEL WINDOW EAST OF THE WEST ENTRANCE, 7.9 METERS (26 FT) NORTH OF
 HO0151'THE HIGHWAY CENTERLINE.
 HO0151'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0217 ***********************************************************************
 KO0217  DESIGNATION -  H 4
 KO0217  PID         -  KO0217
 KO0217  STATE/COUNTY-  UT/MILLARD
 KO0217  COUNTRY     -  US
 KO0217  USGS QUAD   -  HINCKLEY (2017)
 KO0217
 KO0217                         *CURRENT SURVEY CONTROL
 KO0217  ______________________________________________________________________
 KO0217* NAD 83(1986) POSITION- 39 17 35.     (N) 112 37 44.     (W)   SCALED
 KO0217* NAVD 88 ORTHO HEIGHT -  1402.142 (meters)     4600.19  (feet) ADJUSTED
 KO0217  ______________________________________________________________________
 KO0217  GEOID HEIGHT    -        -19.714 (meters)                     GEOID18
 KO0217  DYNAMIC HEIGHT  -       1400.833 (meters)     4595.90  (feet) COMP
 KO0217  MODELED GRAVITY -    979,644.6   (mgal)                       NAVD 88
 KO0217
 KO0217  VERT ORDER      -  FIRST     CLASS I
 KO0217
 KO0217.The horizontal coordinates were scaled from a map and have
 KO0217.an estimated accuracy of +/- 6 seconds.
 KO0217
 KO0217.The orthometric height was determined by differential leveling and
 KO0217.adjusted by the NATIONAL GEODETIC SURVEY
 KO0217.in June 1991.
 KO0217
 KO0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0217.GEOID18 height accuracy estimate available here.
 KO0217
 KO0217.Click photographs - Photos may exist for this station.
 KO0217
 KO0217.The dynamic height is computed by dividing the NAVD 88
 KO0217.geopotential number by the normal gravity value computed on the
 KO0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0217.degrees latitude (g = 980.6199 gals.).
 KO0217
 KO0217.The modeled gravity was interpolated from observed gravity values.
 KO0217
 KO0217;                    North         East    Units  Estimated Accuracy
 KO0217;SPC UT C     - 2,107,160.      402,620.      MT  (+/- 180 meters Scaled)
 KO0217
 KO0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ595505(NAD 83)
 KO0217
 KO0217                          SUPERSEDED SURVEY CONTROL
 KO0217
 KO0217  NGVD 29 (??/??/92) 1401.057  (m)         4596.63   (f) ADJ UNCH    1 1
 KO0217
 KO0217.Superseded values are not recommended for survey control.
 KO0217
 KO0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0217.See file dsdata.pdf to determine how the superseded data were derived.
 KO0217
 KO0217_MARKER: DB = BENCH MARK DISK
 KO0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KO0217_SP_SET: FOUNDATION
 KO0217_STAMPING: H 4 ELEV. 4596.634 FT.
 KO0217_MARK LOGO: CGS
 KO0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KO0217
 KO0217  HISTORY     - Date     Condition        Report By
 KO0217  HISTORY     - 1908     MONUMENTED       CGS
 KO0217  HISTORY     - 1970     GOOD             NGS
 KO0217
 KO0217                          STATION DESCRIPTION
 KO0217
 KO0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0217'5.1 MI SW FROM DELTA.
 KO0217'5.1 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0217'AT DELTA, AT OASIS SIDING, 9 POLES NORTHEAST OF MILEPOST 644, 0.05
 KO0217'MILE SOUTHWEST OF THE CROSSING OF A GRAVELED ROAD, ABOUT 2-3/4 POLES
 KO0217'SOUTHWEST OF THE OASIS SIDING SIGN, IN THE TOP OF THE WEST CORNER OF
 KO0217'THE SOUTHWEST ONE OF FOUR 2 1/2- BY 2 1/2-FOOT CONCRETE FOUNDATIONS
 KO0217'WHICH PROJECT ABOUT 1/2 FOOT ABOVE THE GROUND, 12.0 FEET SOUTHEAST OF
 KO0217'THE SOUTHEAST RAIL OF THE MAIN TRACK, 56 1/2 FEET NORTHEAST OF THE
 KO0217'THIRD TELEPHONE POLE SOUTHWEST OF THE SIDING SIGN, AND ABOUT LEVEL
 KO0217'WITH THE TRACK.  SECTION 34, T17S, R7W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0218 ***********************************************************************
 HO0218  DESIGNATION -  H 4
 HO0218  PID         -  HO0218
 HO0218  STATE/COUNTY-  UT/WASHINGTON
 HO0218  COUNTRY     -  US
 HO0218  USGS QUAD   -  KOLOB ARCH (2017)
 HO0218
 HO0218                         *CURRENT SURVEY CONTROL
 HO0218  ______________________________________________________________________
 HO0218* NAD 83(1986) POSITION- 37 27 46.     (N) 113 13 23.     (W)   SCALED
 HO0218* NAVD 88 ORTHO HEIGHT -  1563.644 (meters)     5130.06  (feet) ADJUSTED
 HO0218  ______________________________________________________________________
 HO0218  GEOID HEIGHT    -        -22.162 (meters)                     GEOID18
 HO0218  DYNAMIC HEIGHT  -       1561.879 (meters)     5124.26  (feet) COMP
 HO0218  MODELED GRAVITY -    979,446.3   (mgal)                       NAVD 88
 HO0218
 HO0218  VERT ORDER      -  FIRST     CLASS II
 HO0218
 HO0218.The horizontal coordinates were scaled from a map and have
 HO0218.an estimated accuracy of +/- 6 seconds.
 HO0218
 HO0218.The orthometric height was determined by differential leveling and
 HO0218.adjusted by the NATIONAL GEODETIC SURVEY
 HO0218.in June 1991.
 HO0218
 HO0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0218.GEOID18 height accuracy estimate available here.
 HO0218
 HO0218.Click photographs - Photos may exist for this station.
 HO0218
 HO0218.The dynamic height is computed by dividing the NAVD 88
 HO0218.geopotential number by the normal gravity value computed on the
 HO0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0218.degrees latitude (g = 980.6199 gals.).
 HO0218
 HO0218.The modeled gravity was interpolated from observed gravity values.
 HO0218
 HO0218;                    North         East    Units  Estimated Accuracy
 HO0218;SPC UT S     - 3,089,760.      347,580.      MT  (+/- 180 meters Scaled)
 HO0218
 HO0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG033485(NAD 83)
 HO0218
 HO0218                          SUPERSEDED SURVEY CONTROL
 HO0218
 HO0218.No superseded survey control is available for this station.
 HO0218
 HO0218_MARKER: DD = SURVEY DISK
 HO0218_SETTING: 66 = SET IN ROCK OUTCROP
 HO0218_STAMPING: H 4 1928
 HO0218_MARK LOGO: USGS
 HO0218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0218+STABILITY: POSITION/ELEVATION WELL
 HO0218
 HO0218  HISTORY     - Date     Condition        Report By
 HO0218  HISTORY     - 1928     MONUMENTED       USGS
 HO0218  HISTORY     - 1984     GOOD             NGS
 HO0218
 HO0218                          STATION DESCRIPTION
 HO0218
 HO0218'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 HO0218'5.6 MI SW FROM KANARRAVILLE.
 HO0218'IN WASHINGTON COUNTY, ABOUT 5.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 91
 HO0218'FROM KANARRAVILLE, IRON COUNTY, 27 FEET NORTH OF THE NORTH BANK OF DRY
 HO0218'CREEK, 32 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND IN A LAVA
 HO0218'OUTCROP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 4
 HO0218'1928.
 HO0218
 HO0218                          STATION RECOVERY (1984)
 HO0218
 HO0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HO0218'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.  7.24 KM
 HO0218'(4.50 MI) SOUTHWEST ALONG US HIGHWAY 91 FROM THE CHURCH OF
 HO0218'LATTER DAY SAINTS AT KANARRAVILLE, THENCE 4.04 KM (2.51 MI) SOUTHWEST
 HO0218'ALONG INTERSTATE 15, THENCE 0.24 KM (0.15 MI) EAST ACROSS COUNTRY AND
 HO0218'ALONG THE NORTH BANK OF TAYLOR CREEK, IN TOP OF THE EAST EDGE OF A 5
 HO0218'BY 6 FOOT PORTION OF OUTCROP PROJECTING 1.5 FEET ABOVE THE SURFACE OF
 HO0218'THE GROUND, 8.2 METERS (27 FT) NORTH OF THE NORTH BANK OF THE CREEK
 HO0218'AND 30.0 METERS (99 FT) SOUTH OF AN EAST-WEST PARK BOUNDRY FENCE.
 HO0218'THE MARK IS 0.5 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0130 ***********************************************************************
 HO0130  DESIGNATION -  H 4
 HO0130  PID         -  HO0130
 HO0130  STATE/COUNTY-  UT/KANE
 HO0130  COUNTRY     -  US
 HO0130  USGS QUAD   -  WHITE TOWER (2017)
 HO0130
 HO0130                         *CURRENT SURVEY CONTROL
 HO0130  ______________________________________________________________________
 HO0130* NAD 83(1986) POSITION- 37 09 56.     (N) 112 35 37.     (W)   SCALED
 HO0130* NAVD 88 ORTHO HEIGHT -  1807.287 (meters)     5929.41  (feet) ADJUSTED
 HO0130  ______________________________________________________________________
 HO0130  GEOID HEIGHT    -        -21.835 (meters)                     GEOID18
 HO0130  DYNAMIC HEIGHT  -       1805.131 (meters)     5922.33  (feet) COMP
 HO0130  MODELED GRAVITY -    979,373.7   (mgal)                       NAVD 88
 HO0130
 HO0130  VERT ORDER      -  FIRST     CLASS II
 HO0130
 HO0130.The horizontal coordinates were scaled from a map and have
 HO0130.an estimated accuracy of +/- 6 seconds.
 HO0130
 HO0130.The orthometric height was determined by differential leveling and
 HO0130.adjusted by the NATIONAL GEODETIC SURVEY
 HO0130.in April 2014.
 HO0130
 HO0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0130.GEOID18 height accuracy estimate available here.
 HO0130
 HO0130.Click photographs - Photos may exist for this station.
 HO0130
 HO0130.The dynamic height is computed by dividing the NAVD 88
 HO0130.geopotential number by the normal gravity value computed on the
 HO0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0130.degrees latitude (g = 980.6199 gals.).
 HO0130
 HO0130.The modeled gravity was interpolated from observed gravity values.
 HO0130
 HO0130;                    North         East    Units  Estimated Accuracy
 HO0130;SPC UT S     - 3,055,940.      402,870.      MT  (+/- 180 meters Scaled)
 HO0130
 HO0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG585144(NAD 83)
 HO0130
 HO0130                          SUPERSEDED SURVEY CONTROL
 HO0130
 HO0130  NAVD 88 (??/??/92) 1807.304  (m)         5929.46   (f) SUPERSEDED  3 0
 HO0130  NGVD 29 (??/??/92) 1806.261  (m)         5926.04   (f) ADJ UNCH    1 2
 HO0130
 HO0130.Superseded values are not recommended for survey control.
 HO0130
 HO0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0130.See file dsdata.pdf to determine how the superseded data were derived.
 HO0130
 HO0130_MARKER: DD = SURVEY DISK
 HO0130_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HO0130_SP_SET: CULVERT HEADWALL
 HO0130_STAMPING: H 4 5926 1934
 HO0130_MARK LOGO: USGS
 HO0130_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HO0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0130+STABILITY: SURFACE MOTION
 HO0130
 HO0130  HISTORY     - Date     Condition        Report By
 HO0130  HISTORY     - 19340130 MONUMENTED       USGS
 HO0130  HISTORY     - 19340202 GOOD             USGS
 HO0130  HISTORY     - 1983     MARK NOT FOUND   NGS
 HO0130
 HO0130                          STATION DESCRIPTION
 HO0130
 HO0130'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 HO0130'9.8 MI NW FROM KANAB.
 HO0130'9.8 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM KANAB, KANE COUNTY, 150
 HO0130'FEET SOUTH OF A ROW OF POLES, AT A 2-FOOT CAST IRON PIPE CULVERT, IN
 HO0130'THE TOP OF THE SOUTH CONCRETE HEADWALL, 18 FEET SOUTH OF THE
 HO0130'CENTERLINE OF THE HIGHWAY, AND 3 FEET LOWER THAN THE HIGHWAY.  A
 HO0130'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 4 1934 5926.
 HO0130
 HO0130                          STATION RECOVERY (1934)
 HO0130
 HO0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (EEH)
 HO0130'TO REACH FROM KANAB COURTHOUSE TRAVEL 9.8 MI (15.8 KM) NORTHWEST ALONG
 HO0130'US HIGHWAY 89.
 HO0130'
 HO0130'THE MARK IS LOCATED 17 FT (5.2 M) SOUTHWEST OF THE CENTER OF THE
 HO0130'HIGHWAY.
 HO0130'
 HO0130'THE MARK IS A STANDARD US GEOLOGICAL TABLET SET IN THE CENTER OF A
 HO0130'HEADWALL OF A CONCRETE CULVERT.
 HO0130
 HO0130                          STATION RECOVERY (1983)
 HO0130
 HO0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0130'NOT RECOVERED.  HIGHWAY CONSTRUCTION IN THE DESCRIBED AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0196 ***********************************************************************
 HO0196  DESIGNATION -  H 40
 HO0196  PID         -  HO0196
 HO0196  STATE/COUNTY-  UT/IRON
 HO0196  COUNTRY     -  US
 HO0196  USGS QUAD   -  AVON (2017)
 HO0196
 HO0196                         *CURRENT SURVEY CONTROL
 HO0196  ______________________________________________________________________
 HO0196* NAD 83(1986) POSITION- 37 57 34.4    (N) 113 20 45.5    (W)   HD_HELD2
 HO0196* NAVD 88 ORTHO HEIGHT -  1564.02  (+/-2cm)     5131.3   (feet) VERTCON3
 HO0196  ______________________________________________________________________
 HO0196  GEOID HEIGHT    -        -22.369 (meters)                     GEOID18
 HO0196  VERT ORDER      -  ? (See Below)
 HO0196
 HO0196.The horizontal coordinates were established by autonomous hand held GPS
 HO0196.observations and have an estimated accuracy of +/- 10 meters.
 HO0196
 HO0196.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0196
 HO0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0196.GEOID18 height accuracy estimate available here.
 HO0196
 HO0196.The vertical order pertains to the NGVD 29 superseded value.
 HO0196
 HO0196.Click photographs - Photos may exist for this station.
 HO0196
 HO0196;                    North         East    Units  Estimated Accuracy
 HO0196;SPC UT S     - 3,145,091.      337,792.      MT  (+/- 10 meters HH2 GPS)
 HO0196
 HO0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH9390203923(NAD 83)
 HO0196
 HO0196                          SUPERSEDED SURVEY CONTROL
 HO0196
 HO0196  NGVD 29 (??/??/92) 1562.928  (m)         5127.71   (f) ADJ UNCH       
 HO0196
 HO0196.Superseded values are not recommended for survey control.
 HO0196
 HO0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0196.See file dsdata.pdf to determine how the superseded data were derived.
 HO0196
 HO0196_MARKER: DD = SURVEY DISK
 HO0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0196_STAMPING: H 40 1928
 HO0196_MARK LOGO: USGS
 HO0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0196+STABILITY: SURFACE MOTION
 HO0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0196+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2012
 HO0196
 HO0196  HISTORY     - Date     Condition        Report By
 HO0196  HISTORY     - 1928     MONUMENTED       USGS
 HO0196  HISTORY     - 20120229 GOOD             GEOCAC
 HO0196
 HO0196                          STATION DESCRIPTION
 HO0196
 HO0196'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 HO0196'5.8 MI SE FROM LUND.
 HO0196'ABOUT 5.8 MILES SOUTHEAST ALONG STATE HIGHWAY 19 FROM LUND, IRON
 HO0196'COUNTY, ABOUT 1,250 FEET WEST OF MILEPOST 6, AND 43 FEET NORTH OF THE
 HO0196'CENTER LINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 HO0196'STANDARD DISK, STAMPED H 40 1928 AND SET IN THE TOP OF A CONCRETE
 HO0196'POST.
 HO0196
 HO0196                          STATION RECOVERY (2012)
 HO0196
 HO0196'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 HO0196'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0380 ***********************************************************************
 KN0380  DESIGNATION -  H 403
 KN0380  PID         -  KN0380
 KN0380  STATE/COUNTY-  UT/UTAH
 KN0380  COUNTRY     -  US
 KN0380  USGS QUAD   -  C CANYON (2017)
 KN0380
 KN0380                         *CURRENT SURVEY CONTROL
 KN0380  ______________________________________________________________________
 KN0380* NAD 83(1994) POSITION- 39 52 15.50265(N) 111 21 11.60679(W)   ADJUSTED
 KN0380* NAVD 88 ORTHO HEIGHT -  2759.7   (meters)     9054.    (feet) VERTCON3
 KN0380  ______________________________________________________________________
 KN0380  GEOID HEIGHT    -        -16.127 (meters)                     GEOID18
 KN0380  LAPLACE CORR    -         14.33  (seconds)                    DEFLEC18
 KN0380  HORZ ORDER      -  THIRD
 KN0380
 KN0380.The horizontal coordinates were established by classical geodetic methods
 KN0380.and adjusted by the National Geodetic Survey in November 1997.
 KN0380
 KN0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0380
 KN0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0380.GEOID18 height accuracy estimate available here.
 KN0380
 KN0380.Click photographs - Photos may exist for this station.
 KN0380
 KN0380.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0380
 KN0380. The following values were computed from the NAD 83(1994) position.
 KN0380
 KN0380;                    North         East     Units Scale Factor Converg.
 KN0380;SPC UT C     - 2,170,716.759   512,556.044   MT  0.99989902   +0 05 38.5
 KN0380;SPC UT C     - 7,121,759.90  1,681,610.95   sFT  0.99989902   +0 05 38.5
 KN0380;UTM  12      - 4,413,496.331   469,792.189   MT  0.99961123   -0 13 35.2
 KN0380
 KN0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0380!SPC UT C     -   0.99956976  x   0.99989902  =   0.99946883
 KN0380!UTM  12      -   0.99956976  x   0.99961123  =   0.99918116
 KN0380
 KN0380:                Primary Azimuth Mark                     Grid Az
 KN0380:SPC UT C     -  SKY                                      343 26 02.1
 KN0380:UTM  12      -  SKY                                      343 45 15.8
 KN0380
 KN0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK6979213496(NAD 83)
 KN0380
 KN0380|---------------------------------------------------------------------|
 KN0380| PID    Reference Object                     Distance      Geod. Az  |
 KN0380|                                                           dddmmss.s |
 KN0380| KN0384 SKY                                 APPROX.10.3 KM 3433140.6 |
 KN0380|---------------------------------------------------------------------|
 KN0380
 KN0380                          SUPERSEDED SURVEY CONTROL
 KN0380
 KN0380  NAD 83(1993)-  39 52 15.49853(N)    111 21 11.60397(W) AD(       ) 3
 KN0380  NAD 83(1986)-  39 52 15.48953(N)    111 21 11.59969(W) AD(       ) 3
 KN0380  NAD 27      -  39 52 15.68417(N)    111 21 08.97327(W) AD(       ) 3
 KN0380  NGVD 29 (07/19/86) 2758.4    (m)         9050.     (f) VERT ANG       
 KN0380
 KN0380.Superseded values are not recommended for survey control.
 KN0380
 KN0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0380.See file dsdata.pdf to determine how the superseded data were derived.
 KN0380
 KN0380_MARKER: DD = SURVEY DISK
 KN0380_SETTING: 0 = UNSPECIFIED SETTING
 KN0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0380
 KN0380  HISTORY     - Date     Condition        Report By
 KN0380  HISTORY     - 1964     MONUMENTED       USFS
 KN0380
 KN0380                          STATION DESCRIPTION
 KN0380
 KN0380'DESCRIBED BY US FOREST SERVICE 1964
 KN0380'LOCATED ABOUT 18 MI. AIR NNE. OF FAIRVIEW, ABOUT 11 MI. SE. OF THISTLE
 KN0380'ABOUT 8.5 MI. NE. OF INDIANOLA, ON A SMALL TOP ON GARRET RIDGE.
 KN0380'
 KN0380'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 91 AND STATE HIGHWAY 31 IN
 KN0380'FAIRVIEW, GO E. FOR 8.6 MI. ON STATE HIGHWAY 31 TO SKYLINE DRIVE, THEN
 KN0380'N. ON SKYLINE DRIVE FOR 17.9 MI., GO N. ON GARRET RIDGE RD. FOR 1.1
 KN0380'MI. TO RD. FORK, TAKE W. FORK FOR 0.6 MI. TO END OF TRUCK TRAVEL, WALK
 KN0380'W. ABOUT 300 FT. TO TOP AND STATION.
 KN0380'
 KN0380'STATION MARK - STANDARD U.S. FOREST SERVICE TABLET STAMPED ---H 403
 KN0380'1962--- CEMENTED IN 1 INCH PIPE.
 KN0380'
 KN0380'REFERENCE MARK NO.1 - STANDARD U.S. FOREST SERVICE TABLET STAMPED
 KN0380'---403 RF MK 1 1962--- CEMENTED IN 1 INCH PIPE, 53.91 FT. FROM STATION
 KN0380'MARK, N 78 DEG 20 MIN W.
 KN0380'
 KN0380'REFERENCE MARK NO.2 - STANDARD U.S. FOREST SERVICE TABLET STAMPED
 KN0380'---403 RF MK 2 1962--- CEMENTED IN 1 INCH PIPE, 62.88 FT. FROM STATION
 KN0380'MARK, N 00 DEG 04 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0227 ***********************************************************************
 KN0227  DESIGNATION -  H 41
 KN0227  PID         -  KN0227
 KN0227  STATE/COUNTY-  UT/EMERY
 KN0227  COUNTRY     -  US
 KN0227  USGS QUAD   -  JOES VALLEY RESERVOIR (2017)
 KN0227
 KN0227                         *CURRENT SURVEY CONTROL
 KN0227  ______________________________________________________________________
 KN0227* NAD 83(1986) POSITION- 39 18 10.8    (N) 111 18 02.2    (W)   HD_HELD2
 KN0227* NAVD 88 ORTHO HEIGHT -  2246.170 (meters)     7369.31  (feet) ADJUSTED
 KN0227  ______________________________________________________________________
 KN0227  GEOID HEIGHT    -        -16.201 (meters)                     GEOID18
 KN0227  DYNAMIC HEIGHT  -       2243.730 (meters)     7361.30  (feet) COMP
 KN0227  MODELED GRAVITY -    979,459.5   (mgal)                       NAVD 88
 KN0227
 KN0227  VERT ORDER      -  SECOND    CLASS 0
 KN0227
 KN0227.The horizontal coordinates were established by autonomous hand held GPS
 KN0227.observations and have an estimated accuracy of +/- 10 meters.
 KN0227
 KN0227.The orthometric height was determined by differential leveling and
 KN0227.adjusted by the NATIONAL GEODETIC SURVEY
 KN0227.in June 1991.
 KN0227
 KN0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0227.GEOID18 height accuracy estimate available here.
 KN0227
 KN0227.Click photographs - Photos may exist for this station.
 KN0227
 KN0227.The dynamic height is computed by dividing the NAVD 88
 KN0227.geopotential number by the normal gravity value computed on the
 KN0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0227.degrees latitude (g = 980.6199 gals.).
 KN0227
 KN0227.The modeled gravity was interpolated from observed gravity values.
 KN0227
 KN0227;                    North         East    Units  Estimated Accuracy
 KN0227;SPC UT C     - 2,107,671.      517,197.      MT  (+/- 10 meters HH2 GPS)
 KN0227
 KN0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ7408050444(NAD 83)
 KN0227
 KN0227                          SUPERSEDED SURVEY CONTROL
 KN0227
 KN0227  NGVD 29 (??/??/92) 2244.950  (m)         7365.31   (f) ADJ UNCH    2 0
 KN0227
 KN0227.Superseded values are not recommended for survey control.
 KN0227
 KN0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0227.See file dsdata.pdf to determine how the superseded data were derived.
 KN0227
 KN0227_MARKER: DB = BENCH MARK DISK
 KN0227_SETTING: 80 = SET IN A BOULDER
 KN0227_STAMPING: H 41 1934
 KN0227_MARK LOGO: CGS
 KN0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0227+STABILITY: SURFACE MOTION
 KN0227
 KN0227  HISTORY     - Date     Condition        Report By
 KN0227  HISTORY     - 1934     MONUMENTED       CGS
 KN0227
 KN0227                          STATION DESCRIPTION
 KN0227
 KN0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0227'15.9 MI W FROM ORANGEVILLE.
 KN0227'ABOUT 15.9 MILES WEST ALONG STATE HIGHWAY 29 AND THE TRAIL TO EPHRAIM
 KN0227'FROM THE PUBLIC SCHOOL AT ORANGEVILLE, EMERY COUNTY, ABOUT 2 MILES
 KN0227'WEST OF A CIVILIAN CONSERVATION CORPS CAMP, 12 FEET SOUTH OF THE
 KN0227'TRAIL, AND IN THE TOP OF A BOULDER, 4 FEET HIGHER THAN THE TRAIL.  A
 KN0227'STANDARD DISK, STAMPED H 41 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0195 ***********************************************************************
 HO0195  DESIGNATION -  H 41
 HO0195  PID         -  HO0195
 HO0195  STATE/COUNTY-  UT/IRON
 HO0195  COUNTRY     -  US
 HO0195  USGS QUAD   -  AVON NW (2017)
 HO0195
 HO0195                         *CURRENT SURVEY CONTROL
 HO0195  ______________________________________________________________________
 HO0195* NAD 83(1986) POSITION- 37 58 55.7    (N) 113 23 14.1    (W)   HD_HELD2
 HO0195* NAVD 88 ORTHO HEIGHT -  1555.69  (+/-2cm)     5104.0   (feet) VERTCON3
 HO0195  ______________________________________________________________________
 HO0195  GEOID HEIGHT    -        -22.387 (meters)                     GEOID18
 HO0195  VERT ORDER      -  ? (See Below)
 HO0195
 HO0195.The horizontal coordinates were established by autonomous hand held GPS
 HO0195.observations and have an estimated accuracy of +/- 10 meters.
 HO0195
 HO0195.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0195
 HO0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0195.GEOID18 height accuracy estimate available here.
 HO0195
 HO0195.The vertical order pertains to the NGVD 29 superseded value.
 HO0195
 HO0195.Click photographs - Photos may exist for this station.
 HO0195
 HO0195;                    North         East    Units  Estimated Accuracy
 HO0195;SPC UT S     - 3,147,670.      334,216.      MT  (+/- 10 meters HH2 GPS)
 HO0195
 HO0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH9034006522(NAD 83)
 HO0195
 HO0195                          SUPERSEDED SURVEY CONTROL
 HO0195
 HO0195  NGVD 29 (??/??/92) 1554.583  (m)         5100.33   (f) ADJ UNCH       
 HO0195
 HO0195.Superseded values are not recommended for survey control.
 HO0195
 HO0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0195.See file dsdata.pdf to determine how the superseded data were derived.
 HO0195
 HO0195_MARKER: DD = SURVEY DISK
 HO0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0195_STAMPING: H 41 1928
 HO0195_MARK LOGO: USGS
 HO0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0195+STABILITY: SURFACE MOTION
 HO0195
 HO0195  HISTORY     - Date     Condition        Report By
 HO0195  HISTORY     - 1928     MONUMENTED       USGS
 HO0195  HISTORY     - 20120228 MARK NOT FOUND   GEOCAC
 HO0195
 HO0195                          STATION DESCRIPTION
 HO0195
 HO0195'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 HO0195'3.1 MI SE FROM LUND.
 HO0195'ABOUT 3.1 MILES SOUTHEAST ALONG STATE HIGHWAY 19 FROM LUND, IRON
 HO0195'COUNTY, AT MILEPOST 3, AND 52 FEET SOUTH OF THE CENTER LINE OF THE
 HO0195'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H
 HO0195'41 1928 AND SET IN THE TOP OF A CONCRETE POST.
 HO0195
 HO0195                          STATION RECOVERY (2012)
 HO0195
 HO0195'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 HO0195'ONLY THE BASE OF THE CONCRETE POST WAS FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0065 ***********************************************************************
 HO0065  DESIGNATION -  H 41 RESET
 HO0065  PID         -  HO0065
 HO0065  STATE/COUNTY-  UT/GARFIELD
 HO0065  COUNTRY     -  US
 HO0065  USGS QUAD   -  CANNONVILLE (2017)
 HO0065
 HO0065                         *CURRENT SURVEY CONTROL
 HO0065  ______________________________________________________________________
 HO0065* NAD 83(1986) POSITION- 37 37 20.8    (N) 112 04 54.1    (W)   HD_HELD2
 HO0065* NAVD 88 ORTHO HEIGHT -  1920.683 (meters)     6301.44  (feet) ADJUSTED
 HO0065  ______________________________________________________________________
 HO0065  GEOID HEIGHT    -        -20.300 (meters)                     GEOID18
 HO0065  DYNAMIC HEIGHT  -       1918.395 (meters)     6293.93  (feet) COMP
 HO0065  MODELED GRAVITY -    979,369.9   (mgal)                       NAVD 88
 HO0065
 HO0065  VERT ORDER      -  SECOND    CLASS 0
 HO0065
 HO0065.The horizontal coordinates were established by autonomous hand held GPS
 HO0065.observations and have an estimated accuracy of +/- 10 meters.
 HO0065
 HO0065.The orthometric height was determined by differential leveling and
 HO0065.adjusted by the NATIONAL GEODETIC SURVEY
 HO0065.in June 1991.
 HO0065
 HO0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0065.GEOID18 height accuracy estimate available here.
 HO0065
 HO0065.Click photographs - Photos may exist for this station.
 HO0065
 HO0065.The dynamic height is computed by dividing the NAVD 88
 HO0065.geopotential number by the normal gravity value computed on the
 HO0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0065.degrees latitude (g = 980.6199 gals.).
 HO0065
 HO0065.The modeled gravity was interpolated from observed gravity values.
 HO0065
 HO0065;                    North         East    Units  Estimated Accuracy
 HO0065;SPC UT S     - 3,106,235.      448,650.      MT  (+/- 10 meters HH2 GPS)
 HO0065
 HO0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0454364475(NAD 83)
 HO0065
 HO0065                          SUPERSEDED SURVEY CONTROL
 HO0065
 HO0065  NGVD 29 (??/??/92) 1919.387  (m)         6297.19   (f) ADJ UNCH    2 0
 HO0065
 HO0065.Superseded values are not recommended for survey control.
 HO0065
 HO0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0065.See file dsdata.pdf to determine how the superseded data were derived.
 HO0065
 HO0065_MARKER: DB = BENCH MARK DISK
 HO0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HO0065_SP_SET: BRIDGE
 HO0065_STAMPING: H 41 1951 RESET 1958
 HO0065_MARK LOGO: USGS
 HO0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0065
 HO0065  HISTORY     - Date     Condition        Report By
 HO0065  HISTORY     - 1958     MONUMENTED       USGS
 HO0065  HISTORY     - 1963     GOOD             CGS
 HO0065
 HO0065                          STATION DESCRIPTION
 HO0065
 HO0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0065'IN TROPIC.
 HO0065'AT TROPIC, ABOUT 0.1 MILE SOUTH OF THE LDS CHURCH, IN THE TOP OF THE
 HO0065'NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A BRIDGE OVER A
 HO0065'WASH, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3
 HO0065'1/2 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0041 ***********************************************************************
 HO0041  DESIGNATION -  H 42
 HO0041  PID         -  HO0041
 HO0041  STATE/COUNTY-  UT/GARFIELD
 HO0041  COUNTRY     -  US
 HO0041  USGS QUAD   -  PANGUITCH (2017)
 HO0041
 HO0041                         *CURRENT SURVEY CONTROL
 HO0041  ______________________________________________________________________
 HO0041* NAD 83(1986) POSITION- 37 47 20.     (N) 112 23 39.     (W)   SCALED
 HO0041* NAVD 88 ORTHO HEIGHT -  2043.831 (meters)     6705.47  (feet) POSTED
 HO0041  ______________________________________________________________________
 HO0041  GEOID HEIGHT    -        -20.241 (meters)                     GEOID18
 HO0041  DYNAMIC HEIGHT  -       2041.32  (meters)     6697.2   (feet) COMP
 HO0041  MODELED GRAVITY -    979,329.2   (mgal)                       NAVD 88
 HO0041
 HO0041  VERT ORDER      -  * POSTED, SEE BELOW
 HO0041
 HO0041.The horizontal coordinates were scaled from a map and have
 HO0041.an estimated accuracy of +/- 6 seconds.
 HO0041
 HO0041.The orthometric height was determined by differential leveling
 HO0041.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0041
 HO0041.* This is a POSTED BENCH MARK height.
 HO0041
 HO0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0041.GEOID18 height accuracy estimate available here.
 HO0041
 HO0041.Click photographs - Photos may exist for this station.
 HO0041
 HO0041.The dynamic height is computed by dividing the NAVD 88
 HO0041.geopotential number by the normal gravity value computed on the
 HO0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0041.degrees latitude (g = 980.6199 gals.).
 HO0041
 HO0041.The modeled gravity was interpolated from observed gravity values.
 HO0041
 HO0041;                    North         East    Units  Estimated Accuracy
 HO0041;SPC UT S     - 3,124,930.      421,240.      MT  (+/- 180 meters Scaled)
 HO0041
 HO0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG772833(NAD 83)
 HO0041
 HO0041                          SUPERSEDED SURVEY CONTROL
 HO0041
 HO0041  NGVD 29 (??/??/92) 2042.466  (m)         6700.99   (f) ADJ UNCH    2 0
 HO0041
 HO0041.Superseded values are not recommended for survey control.
 HO0041
 HO0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0041.See file dsdata.pdf to determine how the superseded data were derived.
 HO0041
 HO0041_MARKER: DB = BENCH MARK DISK
 HO0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0041_STAMPING: 1931 H 42
 HO0041_MARK LOGO: USGS
 HO0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0041+STABILITY: SURFACE MOTION
 HO0041
 HO0041  HISTORY     - Date     Condition        Report By
 HO0041  HISTORY     - 1931     MONUMENTED       USGS
 HO0041  HISTORY     - 1934     GOOD             CGS
 HO0041
 HO0041                          STATION DESCRIPTION
 HO0041
 HO0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0041'4.0 MI SE FROM PANGUITCH.
 HO0041'4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE COURTHOUSE AT
 HO0041'PANGUITCH, GARFIELD COUNTY, ABOUT 150 FEET NORTH OF A DIM ROAD LEADING
 HO0041'EAST, AT THE TOP OF A GRADE, AND 26 FEET EAST OF THE CENTER LINE OF
 HO0041'THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 HO0041'1931 H 42 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0333 ***********************************************************************
 KN0333  DESIGNATION -  H 42
 KN0333  PID         -  KN0333
 KN0333  STATE/COUNTY-  UT/UTAH
 KN0333  COUNTRY     -  US
 KN0333  USGS QUAD   -  SPENCER CANYON (2017)
 KN0333
 KN0333                         *CURRENT SURVEY CONTROL
 KN0333  ______________________________________________________________________
 KN0333* NAD 83(1986) POSITION- 39 48 43.31   (N) 111 30 28.85   (W)   HD_HELD1
 KN0333* NAVD 88 ORTHO HEIGHT -  1796.667 (meters)     5894.57  (feet) POSTED
 KN0333  ______________________________________________________________________
 KN0333  GEOID HEIGHT    -        -16.724 (meters)                     GEOID18
 KN0333  DYNAMIC HEIGHT  -       1794.89  (meters)     5888.7   (feet) COMP
 KN0333  MODELED GRAVITY -    979,575.0   (mgal)                       NAVD 88
 KN0333
 KN0333  VERT ORDER      -  * POSTED, SEE BELOW
 KN0333
 KN0333.The horizontal coordinates were determined by differentially corrected
 KN0333.hand held GPS observations or other comparable positioning techniques
 KN0333.and have an estimated accuracy of +/- 3 meters.
 KN0333
 KN0333.The orthometric height was determined by differential leveling
 KN0333.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KN0333
 KN0333.* This is a POSTED BENCH MARK height.
 KN0333
 KN0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0333.GEOID18 height accuracy estimate available here.
 KN0333
 KN0333.Click photographs - Photos may exist for this station.
 KN0333
 KN0333.The dynamic height is computed by dividing the NAVD 88
 KN0333.geopotential number by the normal gravity value computed on the
 KN0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0333.degrees latitude (g = 980.6199 gals.).
 KN0333
 KN0333.The modeled gravity was interpolated from observed gravity values.
 KN0333
 KN0333;                    North         East    Units  Estimated Accuracy
 KN0333;SPC UT C     - 2,164,162.7     499,313.9     MT  (+/- 3 meters HH1 GPS) 
 KN0333
 KN0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK5651707018(NAD 83)
 KN0333
 KN0333                          SUPERSEDED SURVEY CONTROL
 KN0333
 KN0333  NGVD 29 (??/??/92) 1795.507  (m)         5890.76   (f) ADJ UNCH    2 0
 KN0333
 KN0333.Superseded values are not recommended for survey control.
 KN0333
 KN0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0333.See file dsdata.pdf to determine how the superseded data were derived.
 KN0333
 KN0333_MARKER: DB = BENCH MARK DISK
 KN0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0333_STAMPING: H 42 1934
 KN0333_MARK LOGO: CGS
 KN0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0333+STABILITY: SURFACE MOTION
 KN0333
 KN0333  HISTORY     - Date     Condition        Report By
 KN0333  HISTORY     - 1934     MONUMENTED       CGS
 KN0333  HISTORY     - 1969     GOOD             CGS
 KN0333
 KN0333                          STATION DESCRIPTION
 KN0333
 KN0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0333'14.1 MI S FROM THISTLE.
 KN0333'ABOUT 14.1 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN
 KN0333'RAILROAD FROM THE STATION AT THISTLE, UTAH COUNTY, ABOUT 4 POLES SOUTH
 KN0333'OF MILEPOST 14, ABOUT 0.8 MILE NORTH OF A WATER TANK, AT BRIDGE 14.32,
 KN0333'42 FEET EAST OF THE RIGHT-OF-WAY FENCE, NEAR A FENCE CORNER, AND IN
 KN0333'LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED H 42 1934 AND SET
 KN0333'IN THE TOP OF A CONCRETE POST.
 KN0333
 KN0333                          STATION RECOVERY (1969)
 KN0333
 KN0333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KN0333'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0046 ***********************************************************************
 HO0046  DESIGNATION -  H 43
 HO0046  PID         -  HO0046
 HO0046  STATE/COUNTY-  UT/GARFIELD
 HO0046  COUNTRY     -  US
 HO0046  USGS QUAD   -  PANGUITCH (2017)
 HO0046
 HO0046                         *CURRENT SURVEY CONTROL
 HO0046  ______________________________________________________________________
 HO0046* NAD 83(1986) POSITION- 37 49 22.     (N) 112 25 17.     (W)   SCALED
 HO0046* NAVD 88 ORTHO HEIGHT -  2008.976 (meters)     6591.12  (feet) POSTED
 HO0046  ______________________________________________________________________
 HO0046  GEOID HEIGHT    -        -20.240 (meters)                     GEOID18
 HO0046  DYNAMIC HEIGHT  -       2006.53  (meters)     6583.1   (feet) COMP
 HO0046  MODELED GRAVITY -    979,340.5   (mgal)                       NAVD 88
 HO0046
 HO0046  VERT ORDER      -  * POSTED, SEE BELOW
 HO0046
 HO0046.The horizontal coordinates were scaled from a map and have
 HO0046.an estimated accuracy of +/- 6 seconds.
 HO0046
 HO0046.The orthometric height was determined by differential leveling
 HO0046.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0046
 HO0046.* This is a POSTED BENCH MARK height.
 HO0046
 HO0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0046.GEOID18 height accuracy estimate available here.
 HO0046
 HO0046.Click photographs - Photos may exist for this station.
 HO0046
 HO0046.The dynamic height is computed by dividing the NAVD 88
 HO0046.geopotential number by the normal gravity value computed on the
 HO0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0046.degrees latitude (g = 980.6199 gals.).
 HO0046
 HO0046.The modeled gravity was interpolated from observed gravity values.
 HO0046
 HO0046;                    North         East    Units  Estimated Accuracy
 HO0046;SPC UT S     - 3,128,710.      418,880.      MT  (+/- 180 meters Scaled)
 HO0046
 HO0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG749871(NAD 83)
 HO0046
 HO0046                          SUPERSEDED SURVEY CONTROL
 HO0046
 HO0046  NGVD 29 (??/??/92) 2007.625  (m)         6586.68   (f) ADJ UNCH    2 0
 HO0046
 HO0046.Superseded values are not recommended for survey control.
 HO0046
 HO0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0046.See file dsdata.pdf to determine how the superseded data were derived.
 HO0046
 HO0046_MARKER: DB = BENCH MARK DISK
 HO0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0046_STAMPING: 1931 H 43
 HO0046_MARK LOGO: USGS
 HO0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0046+STABILITY: SURFACE MOTION
 HO0046
 HO0046  HISTORY     - Date     Condition        Report By
 HO0046  HISTORY     - 1931     MONUMENTED       USGS
 HO0046  HISTORY     - 1934     GOOD             CGS
 HO0046
 HO0046                          STATION DESCRIPTION
 HO0046
 HO0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0046'IN PANGUITCH.
 HO0046'AT THE EAST EDGE OF PANGUITCH, GARFIELD COUNTY, ON STATE HIGHWAY 12,
 HO0046'AT AN ENTERING PANGUITCH SIGN, SOUTH OF THE HIGHWAY, NEAR THE PROPERTY
 HO0046'LINE, AND ACROSS THE HIGHWAY FROM BENCH MARK P 48, DESCRIBED ABOVE. A
 HO0046'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1931 H 43 AND
 HO0046'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0349 ***********************************************************************
 LP0349  DESIGNATION -  H 43
 LP0349  PID         -  LP0349
 LP0349  STATE/COUNTY-  UT/SALT LAKE
 LP0349  COUNTRY     -  US
 LP0349  USGS QUAD   -  BAILEYS LAKE (2017)
 LP0349
 LP0349                         *CURRENT SURVEY CONTROL
 LP0349  ______________________________________________________________________
 LP0349* NAD 83(1994) POSITION- 40 47 08.22984(N) 112 00 59.04009(W)   ADJUSTED
 LP0349* NAVD 88 ORTHO HEIGHT -  1288.6   (meters)     4228.    (feet) VERTCON3
 LP0349  ______________________________________________________________________
 LP0349  GEOID HEIGHT    -        -17.097 (meters)                     GEOID18
 LP0349  LAPLACE CORR    -          2.56  (seconds)                    DEFLEC18
 LP0349  HORZ ORDER      -  THIRD
 LP0349  VERT ORDER      -  THIRD ? (See Below)
 LP0349
 LP0349.The horizontal coordinates were established by classical geodetic methods
 LP0349.and adjusted by the National Geodetic Survey in November 1997.
 LP0349
 LP0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0349
 LP0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0349.GEOID18 height accuracy estimate available here.
 LP0349
 LP0349.The vertical order pertains to the NGVD 29 superseded value.
 LP0349
 LP0349.Click photographs - Photos may exist for this station.
 LP0349
 LP0349.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0349
 LP0349. The following values were computed from the NAD 83(1994) position.
 LP0349
 LP0349;                    North         East     Units Scale Factor Converg.
 LP0349;SPC UT C     - 2,272,390.064   456,410.767   MT  1.00003657   -0 19 50.9
 LP0349;SPC UT C     - 7,455,333.07  1,497,407.66   sFT  1.00003657   -0 19 50.9
 LP0349;UTM  12      - 4,515,456.135   414,242.166   MT  0.99969052   -0 39 50.3
 LP0349
 LP0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0349!SPC UT C     -   0.99980059  x   1.00003657  =   0.99983715
 LP0349!UTM  12      -   0.99980059  x   0.99969052  =   0.99949117
 LP0349
 LP0349:                Primary Azimuth Mark                     Grid Az
 LP0349:SPC UT C     -  SALT LAKE CITY ST CAPITOL DOME           095 06 55.8
 LP0349:UTM  12      -  SALT LAKE CITY ST CAPITOL DOME           095 26 55.2
 LP0349
 LP0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1424215456(NAD 83)
 LP0349
 LP0349|---------------------------------------------------------------------|
 LP0349| PID    Reference Object                     Distance      Geod. Az  |
 LP0349|                                                           dddmmss.s |
 LP0349| LO0996 SALT LAKE CITY ST CAPITOL DOME      APPROX.10.9 KM 0944704.9 |
 LP0349| LO0931 SOUTH SALT LAKE VITRO CHEM STK      APPROX.13.1 KM 1353014.4 |
 LP0349| LP0386 HERCULES TANK                       APPROX.15.2 KM 2031037.9 |
 LP0349|---------------------------------------------------------------------|
 LP0349
 LP0349                          SUPERSEDED SURVEY CONTROL
 LP0349
 LP0349  NAD 83(1993)-  40 47 08.22912(N)    112 00 59.04004(W) AD(       ) 3
 LP0349  NAD 83(1986)-  40 47 08.21905(N)    112 00 59.03094(W) AD(       ) 3
 LP0349  NAD 27      -  40 47 08.41533(N)    112 00 56.24864(W) AD(       ) 3
 LP0349
 LP0349.Superseded values are not recommended for survey control.
 LP0349
 LP0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0349.See file dsdata.pdf to determine how the superseded data were derived.
 LP0349
 LP0349_MARKER: DD = SURVEY DISK
 LP0349_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0349_STAMPING: H 43 1922
 LP0349_MARK LOGO: USGS
 LP0349_MAGNETIC: P = MARKER IS A STEEL PIPE
 LP0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0349
 LP0349  HISTORY     - Date     Condition        Report By
 LP0349  HISTORY     - 1922     MONUMENTED       USGS
 LP0349  HISTORY     - 1950     GOOD             USGS
 LP0349
 LP0349                          STATION DESCRIPTION
 LP0349
 LP0349'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LP0349'DESCRIBED
 LP0349'AS FOLLOWS
 LP0349'
 LP0349'T 1 N, R 2 W, SEC. 25, 740 FT. N. OF JUNCTION OF RD. N., 150 FT. E.
 LP0349'OF RD., 2 FT. S. OF LONE COTTONWOOD TREE.
 LP0349'
 LP0349'NOTE--THIS STATION IS ALSO DESCRIBED AS
 LP0349'REFERENCE MARK TO STATION ---LONE TREE---.
 LP0349'
 LP0349'STATION MARK--STANDARD IRON POST WITH BRONZE CAP STAMPED ---1922
 LP0349'H 43---, ELEVATION 4,224.535 FT.
 LP0349'
 LP0349'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0303 ***********************************************************************
 KN0303  DESIGNATION -  H 44
 KN0303  PID         -  KN0303
 KN0303  STATE/COUNTY-  UT/JUAB
 KN0303  COUNTRY     -  US
 KN0303  USGS QUAD   -  FOUNTAIN GREEN NORTH (2017)
 KN0303
 KN0303                         *CURRENT SURVEY CONTROL
 KN0303  ______________________________________________________________________
 KN0303* NAD 83(1986) POSITION- 39 43 05.     (N) 111 44 03.     (W)   SCALED
 KN0303* NAVD 88 ORTHO HEIGHT -  1763.881 (meters)     5787.00  (feet) ADJUSTED
 KN0303  ______________________________________________________________________
 KN0303  GEOID HEIGHT    -        -17.206 (meters)                     GEOID18
 KN0303  DYNAMIC HEIGHT  -       1762.158 (meters)     5781.35  (feet) COMP
 KN0303  MODELED GRAVITY -    979,587.3   (mgal)                       NAVD 88
 KN0303
 KN0303  VERT ORDER      -  SECOND    CLASS 0
 KN0303
 KN0303.The horizontal coordinates were scaled from a map and have
 KN0303.an estimated accuracy of +/- 6 seconds.
 KN0303
 KN0303.The orthometric height was determined by differential leveling and
 KN0303.adjusted by the NATIONAL GEODETIC SURVEY
 KN0303.in June 1991.
 KN0303
 KN0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0303.GEOID18 height accuracy estimate available here.
 KN0303
 KN0303.Click photographs - Photos may exist for this station.
 KN0303
 KN0303.The dynamic height is computed by dividing the NAVD 88
 KN0303.geopotential number by the normal gravity value computed on the
 KN0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0303.degrees latitude (g = 980.6199 gals.).
 KN0303
 KN0303.The modeled gravity was interpolated from observed gravity values.
 KN0303
 KN0303;                    North         East    Units  Estimated Accuracy
 KN0303;SPC UT C     - 2,153,760.      479,920.      MT  (+/- 180 meters Scaled)
 KN0303
 KN0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ370967(NAD 83)
 KN0303
 KN0303                          SUPERSEDED SURVEY CONTROL
 KN0303
 KN0303  NGVD 29 (??/??/92) 1762.665  (m)         5783.01   (f) ADJ UNCH    2 0
 KN0303
 KN0303.Superseded values are not recommended for survey control.
 KN0303
 KN0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0303.See file dsdata.pdf to determine how the superseded data were derived.
 KN0303
 KN0303_MARKER: DB = BENCH MARK DISK
 KN0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0303_STAMPING: H 44 1934
 KN0303_MARK LOGO: CGS
 KN0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0303+STABILITY: SURFACE MOTION
 KN0303
 KN0303  HISTORY     - Date     Condition        Report By
 KN0303  HISTORY     - 1934     MONUMENTED       CGS
 KN0303  HISTORY     - 1951     GOOD             USGS
 KN0303  HISTORY     - 20200401 MARK NOT FOUND   INDIV
 KN0303
 KN0303                          STATION DESCRIPTION
 KN0303
 KN0303'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 KN0303'6.1 MI E FROM NEPHI.
 KN0303'NEPHI P.O., 6.1 MI. E. OF ALONG STATE HWY.11.  100 FT. S. AND 700 FT.
 KN0303'W. OF JUNC. OF STATE HWY 11 AND NEBO-LOOP RD. TO N.  40 FT. S. OF
 KN0303'STATE HWY.11.  AT RIGHT-OF-WAY FENCE.  IN CONC. POST-- STANDARD U.S.C
 KN0303'AND G.S. TABLET STAMPED H 44 1934.
 KN0303
 KN0303                          STATION RECOVERY (2020)
 KN0303
 KN0303'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 KN0303'FAILED TO RECOVER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0047 ***********************************************************************
 HO0047  DESIGNATION -  H 44
 HO0047  PID         -  HO0047
 HO0047  STATE/COUNTY-  UT/GARFIELD
 HO0047  COUNTRY     -  US
 HO0047  USGS QUAD   -  PANGUITCH (2017)
 HO0047
 HO0047                         *CURRENT SURVEY CONTROL
 HO0047  ______________________________________________________________________
 HO0047* NAD 83(1986) POSITION- 37 49 17.52   (N) 112 26 07.56   (W)   HD_HELD1
 HO0047* NAVD 88 ORTHO HEIGHT -  2020.476 (meters)     6628.85  (feet) POSTED
 HO0047  ______________________________________________________________________
 HO0047  GEOID HEIGHT    -        -20.253 (meters)                     GEOID18
 HO0047  DYNAMIC HEIGHT  -       2018.01  (meters)     6620.8   (feet) COMP
 HO0047  MODELED GRAVITY -    979,338.2   (mgal)                       NAVD 88
 HO0047
 HO0047  VERT ORDER      -  * POSTED, SEE BELOW
 HO0047
 HO0047.The horizontal coordinates were determined by differentially corrected
 HO0047.hand held GPS observations or other comparable positioning techniques
 HO0047.and have an estimated accuracy of +/- 3 meters.
 HO0047
 HO0047.The orthometric height was determined by differential leveling
 HO0047.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0047
 HO0047.* This is a POSTED BENCH MARK height.
 HO0047
 HO0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0047.GEOID18 height accuracy estimate available here.
 HO0047
 HO0047.Click photographs - Photos may exist for this station.
 HO0047
 HO0047.The dynamic height is computed by dividing the NAVD 88
 HO0047.geopotential number by the normal gravity value computed on the
 HO0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0047.degrees latitude (g = 980.6199 gals.).
 HO0047
 HO0047.The modeled gravity was interpolated from observed gravity values.
 HO0047
 HO0047;                    North         East    Units  Estimated Accuracy
 HO0047;SPC UT S     - 3,128,583.1     417,645.2     MT  (+/- 3 meters HH1 GPS) 
 HO0047
 HO0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG7366486984(NAD 83)
 HO0047
 HO0047                          SUPERSEDED SURVEY CONTROL
 HO0047
 HO0047  NGVD 29 (??/??/92) 2019.118  (m)         6624.39   (f) ADJ UNCH    2 0
 HO0047
 HO0047.Superseded values are not recommended for survey control.
 HO0047
 HO0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0047.See file dsdata.pdf to determine how the superseded data were derived.
 HO0047
 HO0047_MARKER: DB = BENCH MARK DISK
 HO0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0047_STAMPING: 1931 H 44
 HO0047_MARK LOGO: USGS
 HO0047_PROJECTION: RECESSED 13 CENTIMETERS
 HO0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0047+STABILITY: SURFACE MOTION
 HO0047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0047+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2012
 HO0047
 HO0047  HISTORY     - Date     Condition        Report By
 HO0047  HISTORY     - 1931     MONUMENTED       USGS
 HO0047  HISTORY     - 1934     GOOD             CGS
 HO0047  HISTORY     - 20120613 GOOD             GEOCAC
 HO0047
 HO0047                          STATION DESCRIPTION
 HO0047
 HO0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0047'IN PANGUITCH.
 HO0047'AT PANGUITCH, GARFIELD COUNTY, IN THE COURTHOUSE YARD, 63 FEET WEST OF
 HO0047'THE FRONT FACE OF THE BUILDING, 8.5 FEET EAST OF THE RAIL FENCE, AND 8
 HO0047'FEET SOUTH OF THE CENTER LINE OF THE CONCRETE WALK.  A UNITED STATES
 HO0047'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1931 H 44 AND SET IN THE TOP
 HO0047'OF A CONCRETE POST.
 HO0047
 HO0047                          STATION RECOVERY (2012)
 HO0047
 HO0047'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0047'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0048 ***********************************************************************
 HO0048  DESIGNATION -  H 45
 HO0048  PID         -  HO0048
 HO0048  STATE/COUNTY-  UT/GARFIELD
 HO0048  COUNTRY     -  US
 HO0048  USGS QUAD   -  PANGUITCH (2017)
 HO0048
 HO0048                         *CURRENT SURVEY CONTROL
 HO0048  ______________________________________________________________________
 HO0048* NAD 83(1986) POSITION- 37 50 03.     (N) 112 26 14.     (W)   SCALED
 HO0048* NAVD 88 ORTHO HEIGHT -  2007.67  (+/-2cm)     6586.8   (feet) VERTCON3
 HO0048  ______________________________________________________________________
 HO0048  GEOID HEIGHT    -        -20.239 (meters)                     GEOID18
 HO0048  VERT ORDER      -  ? (See Below)
 HO0048
 HO0048.The horizontal coordinates were scaled from a map and have
 HO0048.an estimated accuracy of +/- 6 seconds.
 HO0048
 HO0048.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0048
 HO0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0048.GEOID18 height accuracy estimate available here.
 HO0048
 HO0048.The vertical order pertains to the NGVD 29 superseded value.
 HO0048
 HO0048.Click photographs - Photos may exist for this station.
 HO0048
 HO0048;                    North         East    Units  Estimated Accuracy
 HO0048;SPC UT S     - 3,129,990.      417,500.      MT  (+/- 180 meters Scaled)
 HO0048
 HO0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG735883(NAD 83)
 HO0048
 HO0048                          SUPERSEDED SURVEY CONTROL
 HO0048
 HO0048  NGVD 29 (??/??/92) 2006.341  (m)         6582.47   (f) ADJ UNCH       
 HO0048
 HO0048.Superseded values are not recommended for survey control.
 HO0048
 HO0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0048.See file dsdata.pdf to determine how the superseded data were derived.
 HO0048
 HO0048_MARKER: DD = SURVEY DISK
 HO0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HO0048_SP_SET: ABUTMENT
 HO0048_STAMPING: H 45 1931
 HO0048_MARK LOGO: USGS
 HO0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0048
 HO0048  HISTORY     - Date     Condition        Report By
 HO0048  HISTORY     - 1931     MONUMENTED       USGS
 HO0048  HISTORY     - 1966     MARK NOT FOUND   USGS
 HO0048  HISTORY     - 20120613 MARK NOT FOUND   GEOCAC
 HO0048
 HO0048                          STATION DESCRIPTION
 HO0048
 HO0048'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 HO0048'0.9 MI N FROM PANGUITCH.
 HO0048'0.9 MILE NORTH ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT PANGUITCH,
 HO0048'GARFIELD COUNTY, AT A BRIDGE OVER A CREEK, AND IN THE TOP OF THE
 HO0048'NORTHEAST CONCRETE ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY
 HO0048'STANDARD DISK, STAMPED H 45 1931.
 HO0048
 HO0048                          STATION RECOVERY (2012)
 HO0048
 HO0048'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0048'THE ROADWAY HAS BEEN WIDENED AND A NEW BRIDGE HAS BEEN CONSTRUCTED AT
 HO0048'THE DESCRIBED LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0077 ***********************************************************************
 KO0077  DESIGNATION -  H 45
 KO0077  PID         -  KO0077
 KO0077  STATE/COUNTY-  UT/MILLARD
 KO0077  COUNTRY     -  US
 KO0077  USGS QUAD   -  LYNNDYL EAST (2017)
 KO0077
 KO0077                         *CURRENT SURVEY CONTROL
 KO0077  ______________________________________________________________________
 KO0077* NAD 83(1986) POSITION- 39 32 15.     (N) 112 15 55.     (W)   SCALED
 KO0077* NAVD 88 ORTHO HEIGHT -  1443.338 (meters)     4735.35  (feet) ADJUSTED
 KO0077  ______________________________________________________________________
 KO0077  GEOID HEIGHT    -        -18.271 (meters)                     GEOID18
 KO0077  DYNAMIC HEIGHT  -       1442.045 (meters)     4731.11  (feet) COMP
 KO0077  MODELED GRAVITY -    979,680.5   (mgal)                       NAVD 88
 KO0077
 KO0077  VERT ORDER      -  SECOND    CLASS 0
 KO0077
 KO0077.The horizontal coordinates were scaled from a map and have
 KO0077.an estimated accuracy of +/- 6 seconds.
 KO0077
 KO0077.The orthometric height was determined by differential leveling and
 KO0077.adjusted by the NATIONAL GEODETIC SURVEY
 KO0077.in June 1991.
 KO0077
 KO0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0077.GEOID18 height accuracy estimate available here.
 KO0077
 KO0077.Click photographs - Photos may exist for this station.
 KO0077
 KO0077.The dynamic height is computed by dividing the NAVD 88
 KO0077.geopotential number by the normal gravity value computed on the
 KO0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0077.degrees latitude (g = 980.6199 gals.).
 KO0077
 KO0077.The modeled gravity was interpolated from observed gravity values.
 KO0077
 KO0077;                    North         East    Units  Estimated Accuracy
 KO0077;SPC UT C     - 2,133,970.      434,220.      MT  (+/- 180 meters Scaled)
 KO0077
 KO0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ912771(NAD 83)
 KO0077
 KO0077                          SUPERSEDED SURVEY CONTROL
 KO0077
 KO0077  NGVD 29 (??/??/92) 1442.207  (m)         4731.64   (f) ADJ UNCH    2 0
 KO0077
 KO0077.Superseded values are not recommended for survey control.
 KO0077
 KO0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0077.See file dsdata.pdf to determine how the superseded data were derived.
 KO0077
 KO0077_MARKER: DB = BENCH MARK DISK
 KO0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0077_STAMPING: H 45 1934
 KO0077_MARK LOGO: CGS
 KO0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0077+STABILITY: SURFACE MOTION
 KO0077
 KO0077  HISTORY     - Date     Condition        Report By
 KO0077  HISTORY     - 1934     MONUMENTED       CGS
 KO0077
 KO0077                          STATION DESCRIPTION
 KO0077
 KO0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0077'6.2 MI NE FROM LYNNDYL.
 KO0077'ABOUT 6.2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KO0077'STATION AT LYNNDYL, MILLARD COUNTY, ABOUT 20 FEET WEST OF MILEPOST
 KO0077'672, AND 44 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A STANDARD
 KO0077'DISK, STAMPED H 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0049 ***********************************************************************
 HO0049  DESIGNATION -  H 46
 HO0049  PID         -  HO0049
 HO0049  STATE/COUNTY-  UT/GARFIELD
 HO0049  COUNTRY     -  US
 HO0049  USGS QUAD   -  PANGUITCH NW (2017)
 HO0049
 HO0049                         *CURRENT SURVEY CONTROL
 HO0049  ______________________________________________________________________
 HO0049* NAD 83(1986) POSITION- 37 52 32.     (N) 112 26 11.     (W)   SCALED
 HO0049* NAVD 88 ORTHO HEIGHT -  1997.41  (+/-2cm)     6553.2   (feet) VERTCON3
 HO0049  ______________________________________________________________________
 HO0049  GEOID HEIGHT    -        -20.187 (meters)                     GEOID18
 HO0049  VERT ORDER      -  ? (See Below)
 HO0049
 HO0049.The horizontal coordinates were scaled from a map and have
 HO0049.an estimated accuracy of +/- 6 seconds.
 HO0049
 HO0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0049
 HO0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0049.GEOID18 height accuracy estimate available here.
 HO0049
 HO0049.The vertical order pertains to the NGVD 29 superseded value.
 HO0049
 HO0049.Click photographs - Photos may exist for this station.
 HO0049
 HO0049;                    North         East    Units  Estimated Accuracy
 HO0049;SPC UT S     - 3,134,580.      417,620.      MT  (+/- 180 meters Scaled)
 HO0049
 HO0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG736929(NAD 83)
 HO0049
 HO0049                          SUPERSEDED SURVEY CONTROL
 HO0049
 HO0049  NGVD 29 (??/??/92) 1996.136  (m)         6548.99   (f) ADJ UNCH       
 HO0049
 HO0049.Superseded values are not recommended for survey control.
 HO0049
 HO0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0049.See file dsdata.pdf to determine how the superseded data were derived.
 HO0049
 HO0049_MARKER: DD = SURVEY DISK
 HO0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0049_STAMPING: H 46 1931
 HO0049_MARK LOGO: USGS
 HO0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0049+STABILITY: SURFACE MOTION
 HO0049
 HO0049  HISTORY     - Date     Condition        Report By
 HO0049  HISTORY     - 1931     MONUMENTED       USGS
 HO0049  HISTORY     - 1966     MARK NOT FOUND   USGS
 HO0049  HISTORY     - 20120613 MARK NOT FOUND   GEOCAC
 HO0049
 HO0049                          STATION DESCRIPTION
 HO0049
 HO0049'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 HO0049'3.8 MI N FROM PANGUITCH.
 HO0049'3.8 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 HO0049'PANGUITCH, GARFIELD COUNTY, 44 FEET SOUTH OF THE JUNCTION OF A T-ROAD
 HO0049'LEADING EAST, 54 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND
 HO0049'ABOUT 28 FEET SOUTH AND 3 FEET WEST OF A CORNER FENCE POST.  A UNITED
 HO0049'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 46 1931 AND SET IN
 HO0049'THE TOP OF A CONCRETE POST.  NOTE-- THE STATE HIGHWAY DEPARTMENT USED
 HO0049'THIS MARK SHORTLY BEFORE WE SEARCH FOR IT, THEY WERE IN THE AREA AND
 HO0049'ASSISTED US IN OUR SEARCH, WE WERE NOT ABLE TO LOCATE IT.  A NEW
 HO0049'POWERPOLE HAD BEEN SET IN THE SPOT THE BM HAD OCCUPIED.  THE BM IS
 HO0049'PROBABLY DESTROYED.
 HO0049
 HO0049                          STATION RECOVERY (2012)
 HO0049
 HO0049'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0049'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0050 ***********************************************************************
 JO0050  DESIGNATION -  H 46
 JO0050  PID         -  JO0050
 JO0050  STATE/COUNTY-  UT/MILLARD
 JO0050  COUNTRY     -  US
 JO0050  USGS QUAD   -  MEADOW (2017)
 JO0050
 JO0050                         *CURRENT SURVEY CONTROL
 JO0050  ______________________________________________________________________
 JO0050* NAD 83(1986) POSITION- 38 53 27.     (N) 112 24 38.     (W)   SCALED
 JO0050* NAVD 88 ORTHO HEIGHT -  1474.839 (meters)     4838.70  (feet) ADJUSTED
 JO0050  ______________________________________________________________________
 JO0050  GEOID HEIGHT    -        -19.105 (meters)                     GEOID18
 JO0050  DYNAMIC HEIGHT  -       1473.406 (meters)     4834.00  (feet) COMP
 JO0050  MODELED GRAVITY -    979,605.0   (mgal)                       NAVD 88
 JO0050
 JO0050  VERT ORDER      -  SECOND    CLASS 0
 JO0050
 JO0050.The horizontal coordinates were scaled from a map and have
 JO0050.an estimated accuracy of +/- 6 seconds.
 JO0050
 JO0050.The orthometric height was determined by differential leveling and
 JO0050.adjusted by the NATIONAL GEODETIC SURVEY
 JO0050.in June 1991.
 JO0050
 JO0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0050.GEOID18 height accuracy estimate available here.
 JO0050
 JO0050.Click photographs - Photos may exist for this station.
 JO0050
 JO0050.The dynamic height is computed by dividing the NAVD 88
 JO0050.geopotential number by the normal gravity value computed on the
 JO0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0050.degrees latitude (g = 980.6199 gals.).
 JO0050
 JO0050.The modeled gravity was interpolated from observed gravity values.
 JO0050
 JO0050;                    North         East    Units  Estimated Accuracy
 JO0050;SPC UT C     - 2,062,300.      421,000.      MT  (+/- 180 meters Scaled)
 JO0050
 JO0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ776056(NAD 83)
 JO0050
 JO0050                          SUPERSEDED SURVEY CONTROL
 JO0050
 JO0050  NGVD 29 (??/??/92) 1473.762  (m)         4835.17   (f) ADJ UNCH    2 0
 JO0050
 JO0050.Superseded values are not recommended for survey control.
 JO0050
 JO0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0050.See file dsdata.pdf to determine how the superseded data were derived.
 JO0050
 JO0050_MARKER: DB = BENCH MARK DISK
 JO0050_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0050_SP_SET: CULVERT HEADWALL
 JO0050_STAMPING: H 46 1934
 JO0050_MARK LOGO: CGS
 JO0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0050+STABILITY: SURFACE MOTION
 JO0050
 JO0050  HISTORY     - Date     Condition        Report By
 JO0050  HISTORY     - 1934     MONUMENTED       CGS
 JO0050  HISTORY     - 1958     MARK NOT FOUND   USGS
 JO0050
 JO0050                          STATION DESCRIPTION
 JO0050
 JO0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0050'IN MEADOW.
 JO0050'AT THE NORTHWEST EDGE OF MEADOW, MILLARD COUNTY, ABOUT 30 FEET SOUTH
 JO0050'OF THE MEADOW SIGNPOST, AT A CULVERT ON U.S. HIGHWAY 91, AND IN THE
 JO0050'TOP OF THE WEST HEAD WALL.  A STANDARD DISK, STAMPED H 46 1934.
 JO0050
 JO0050                          STATION RECOVERY (1958)
 JO0050
 JO0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JO0050'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0050 ***********************************************************************
 HO0050  DESIGNATION -  H 47
 HO0050  PID         -  HO0050
 HO0050  STATE/COUNTY-  UT/GARFIELD
 HO0050  COUNTRY     -  US
 HO0050  USGS QUAD   -  PANGUITCH NW (2017)
 HO0050
 HO0050                         *CURRENT SURVEY CONTROL
 HO0050  ______________________________________________________________________
 HO0050* NAD 83(1986) POSITION- 37 55 27.     (N) 112 25 37.     (W)   SCALED
 HO0050* NAVD 88 ORTHO HEIGHT -  1980.055 (meters)     6496.23  (feet) ADJUSTED
 HO0050  ______________________________________________________________________
 HO0050  GEOID HEIGHT    -        -20.104 (meters)                     GEOID18
 HO0050  DYNAMIC HEIGHT  -       1977.681 (meters)     6488.44  (feet) COMP
 HO0050  MODELED GRAVITY -    979,360.3   (mgal)                       NAVD 88
 HO0050
 HO0050  VERT ORDER      -  SECOND    CLASS 0
 HO0050
 HO0050.The horizontal coordinates were scaled from a map and have
 HO0050.an estimated accuracy of +/- 6 seconds.
 HO0050
 HO0050.The orthometric height was determined by differential leveling and
 HO0050.adjusted by the NATIONAL GEODETIC SURVEY
 HO0050.in June 1991.
 HO0050
 HO0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0050.GEOID18 height accuracy estimate available here.
 HO0050
 HO0050.Click photographs - Photos may exist for this station.
 HO0050
 HO0050.The dynamic height is computed by dividing the NAVD 88
 HO0050.geopotential number by the normal gravity value computed on the
 HO0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0050.degrees latitude (g = 980.6199 gals.).
 HO0050
 HO0050.The modeled gravity was interpolated from observed gravity values.
 HO0050
 HO0050;                    North         East    Units  Estimated Accuracy
 HO0050;SPC UT S     - 3,139,970.      418,510.      MT  (+/- 180 meters Scaled)
 HO0050
 HO0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG745983(NAD 83)
 HO0050
 HO0050                          SUPERSEDED SURVEY CONTROL
 HO0050
 HO0050  NGVD 29 (??/??/92) 1978.814  (m)         6492.16   (f) ADJ UNCH    2 0
 HO0050
 HO0050.Superseded values are not recommended for survey control.
 HO0050
 HO0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0050.See file dsdata.pdf to determine how the superseded data were derived.
 HO0050
 HO0050_MARKER: DD = SURVEY DISK
 HO0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0050_STAMPING: H 47 1931
 HO0050_MARK LOGO: USGS
 HO0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0050+STABILITY: SURFACE MOTION
 HO0050
 HO0050  HISTORY     - Date     Condition        Report By
 HO0050  HISTORY     - 1931     MONUMENTED       USGS
 HO0050  HISTORY     - 1934     GOOD             CGS
 HO0050  HISTORY     - 1966     MARK NOT FOUND   USGS
 HO0050  HISTORY     - 1969     MARK NOT FOUND   LOCENG
 HO0050  HISTORY     - 20120613 MARK NOT FOUND   GEOCAC
 HO0050
 HO0050                          STATION DESCRIPTION
 HO0050
 HO0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0050'7.2 MI N FROM PANGUITCH.
 HO0050'7.2 MILES NORTH ALONG U.S. HIGHWAY 89 FROM PANGUITCH, 3.1 MILES SOUTH
 HO0050'OF ORTON, ON A KNOLL BETWEEN TWO DRAINS, 85 FEET EAST OF THE CENTER
 HO0050'LINE OF THE HIGHWAY, AND 2 FEET WEST OF A FENCE LINE.  SET IN THE TOP
 HO0050'OF A CONCRETE POST.
 HO0050
 HO0050                          STATION RECOVERY (1966)
 HO0050
 HO0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HO0050'MARK NOT FOUND.
 HO0050
 HO0050                          STATION RECOVERY (1969)
 HO0050
 HO0050'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 HO0050'MARK NOT FOUND.
 HO0050
 HO0050                          STATION RECOVERY (2012)
 HO0050
 HO0050'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0050'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0335 ***********************************************************************
 JN0335  DESIGNATION -  H 47
 JN0335  PID         -  JN0335
 JN0335  STATE/COUNTY-  UT/PIUTE
 JN0335  COUNTRY     -  US
 JN0335  USGS QUAD   -  PHONOLITE HILL (2017)
 JN0335
 JN0335                         *CURRENT SURVEY CONTROL
 JN0335  ______________________________________________________________________
 JN0335* NAD 83(1986) POSITION- 38 08 45.     (N) 112 00 00.     (W)   SCALED
 JN0335* NAVD 88 ORTHO HEIGHT -  1948.845 (meters)     6393.84  (feet) ADJUSTED
 JN0335  ______________________________________________________________________
 JN0335  GEOID HEIGHT    -        -18.710 (meters)                     GEOID18
 JN0335  DYNAMIC HEIGHT  -       1946.584 (meters)     6386.42  (feet) COMP
 JN0335  MODELED GRAVITY -    979,399.7   (mgal)                       NAVD 88
 JN0335
 JN0335  VERT ORDER      -  SECOND    CLASS 0
 JN0335
 JN0335.The horizontal coordinates were scaled from a map and have
 JN0335.an estimated accuracy of +/- 6 seconds.
 JN0335
 JN0335.The orthometric height was determined by differential leveling and
 JN0335.adjusted by the NATIONAL GEODETIC SURVEY
 JN0335.in June 1991.
 JN0335
 JN0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0335.GEOID18 height accuracy estimate available here.
 JN0335
 JN0335.Click photographs - Photos may exist for this station.
 JN0335
 JN0335.The dynamic height is computed by dividing the NAVD 88
 JN0335.geopotential number by the normal gravity value computed on the
 JN0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0335.degrees latitude (g = 980.6199 gals.).
 JN0335
 JN0335.The modeled gravity was interpolated from observed gravity values.
 JN0335
 JN0335;                    North         East    Units  Estimated Accuracy
 JN0335;SPC UT S     - 3,164,280.      456,170.      MT  (+/- 180 meters Scaled)
 JN0335
 JN0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH123224(NAD 83)
 JN0335
 JN0335                          SUPERSEDED SURVEY CONTROL
 JN0335
 JN0335  NGVD 29 (??/??/92) 1947.60   (m)         6389.8    (f) COMPUTED    2 0
 JN0335
 JN0335.Superseded values are not recommended for survey control.
 JN0335
 JN0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0335.See file dsdata.pdf to determine how the superseded data were derived.
 JN0335
 JN0335_MARKER: DB = BENCH MARK DISK
 JN0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0335_STAMPING: H 47 1934
 JN0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0335+STABILITY: SURFACE MOTION
 JN0335
 JN0335  HISTORY     - Date     Condition        Report By
 JN0335  HISTORY     - 1934     MONUMENTED       CGS
 JN0335  HISTORY     - 1969     MARK NOT FOUND   USGS
 JN0335
 JN0335                          STATION DESCRIPTION
 JN0335
 JN0335'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 JN0335'2.1 MI N FROM ANTIMONY.
 JN0335'2.1 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE SOUTH EDGE OF
 JN0335'ANTIMONY, GARFIELD COUNTY, AT THE PIUTE-GARFIELD COUNTY LINE ABOUT 2
 JN0335'MILES SOUTH OF THE JUNCTION WITH STATE HIGHWAY 62, AT THE EDGE OF THE
 JN0335'CANAL LEADING TO THE OTTER CREEK RESERVOIR, AND 27 FEET EAST OF THE
 JN0335'CENTER LINE OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
 JN0335'NOTE-- THE CANAL HAS BEEN REBUILT IN THIS AREA AND POSSIBLY IT WAS
 JN0335'COVERED DURING CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0009 ***********************************************************************
 HO0009  DESIGNATION -  H 48
 HO0009  PID         -  HO0009
 HO0009  STATE/COUNTY-  UT/GARFIELD
 HO0009  COUNTRY     -  US
 HO0009  USGS QUAD   -  TROPIC CANYON (2017)
 HO0009
 HO0009                         *CURRENT SURVEY CONTROL
 HO0009  ______________________________________________________________________
 HO0009* NAD 83(1986) POSITION- 37 44 20.     (N) 112 04 49.     (W)   SCALED
 HO0009* NAVD 88 ORTHO HEIGHT -  2304.801 (meters)     7561.67  (feet) ADJUSTED
 HO0009  ______________________________________________________________________
 HO0009  GEOID HEIGHT    -        -19.770 (meters)                     GEOID18
 HO0009  DYNAMIC HEIGHT  -       2301.902 (meters)     7552.16  (feet) COMP
 HO0009  MODELED GRAVITY -    979,288.7   (mgal)                       NAVD 88
 HO0009
 HO0009  VERT ORDER      -  SECOND    CLASS 0
 HO0009
 HO0009.The horizontal coordinates were scaled from a map and have
 HO0009.an estimated accuracy of +/- 6 seconds.
 HO0009
 HO0009.The orthometric height was determined by differential leveling and
 HO0009.adjusted by the NATIONAL GEODETIC SURVEY
 HO0009.in June 1991.
 HO0009
 HO0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0009.GEOID18 height accuracy estimate available here.
 HO0009
 HO0009.Click photographs - Photos may exist for this station.
 HO0009
 HO0009.The dynamic height is computed by dividing the NAVD 88
 HO0009.geopotential number by the normal gravity value computed on the
 HO0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0009.degrees latitude (g = 980.6199 gals.).
 HO0009
 HO0009.The modeled gravity was interpolated from observed gravity values.
 HO0009
 HO0009;                    North         East    Units  Estimated Accuracy
 HO0009;SPC UT S     - 3,119,160.      448,860.      MT  (+/- 180 meters Scaled)
 HO0009
 HO0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG048773(NAD 83)
 HO0009
 HO0009                          SUPERSEDED SURVEY CONTROL
 HO0009
 HO0009  NGVD 29 (??/??/92) 2303.398  (m)         7557.06   (f) ADJ UNCH    2 0
 HO0009
 HO0009.Superseded values are not recommended for survey control.
 HO0009
 HO0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0009.See file dsdata.pdf to determine how the superseded data were derived.
 HO0009
 HO0009_MARKER: DB = BENCH MARK DISK
 HO0009_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0009_SP_SET: CULVERT
 HO0009_STAMPING: H 48 1934
 HO0009_MARK LOGO: CGS
 HO0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0009+STABILITY: SURFACE MOTION
 HO0009
 HO0009  HISTORY     - Date     Condition        Report By
 HO0009  HISTORY     - 1934     MONUMENTED       CGS
 HO0009  HISTORY     - 19940615 MARK NOT FOUND   LOCENG
 HO0009
 HO0009                          STATION DESCRIPTION
 HO0009
 HO0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0009'5.3 MI NE FROM RUBYS INN.
 HO0009'5.3 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE JUNCTION WITH
 HO0009'STATE HIGHWAY 12 AT RUBYS INN, GARFIELD COUNTY, AT A CONCRETE CULVERT,
 HO0009'IN THE TOP OF THE EAST HEAD WALL, 12 FEET EAST OF THE CENTER LINE OF
 HO0009'THE HIGHWAY, AND ABOUT 6 INCHES LOWER THAN THE HIGHWAY.  A STANDARD
 HO0009'DISK, STAMPED H 48 1934.
 HO0009
 HO0009                          STATION RECOVERY (1994)
 HO0009
 HO0009'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994
 HO0009'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA9956 ***********************************************************************
 AA9956  DESIGNATION -  H 48 RESET
 AA9956  PID         -  AA9956
 AA9956  STATE/COUNTY-  UT/GARFIELD
 AA9956  COUNTRY     -  US
 AA9956  USGS QUAD   -  TROPIC CANYON (2017)
 AA9956
 AA9956                         *CURRENT SURVEY CONTROL
 AA9956  ______________________________________________________________________
 AA9956* NAD 83(1986) POSITION- 37 44 20.     (N) 112 04 49.     (W)   SCALED
 AA9956* NAVD 88 ORTHO HEIGHT -  2304.57  (meters)     7560.9   (feet) RESET
 AA9956  ______________________________________________________________________
 AA9956  GEOID HEIGHT    -        -19.770 (meters)                     GEOID18
 AA9956  VERT ORDER      -  THIRD
 AA9956
 AA9956.The horizontal coordinates were scaled from a map and have
 AA9956.an estimated accuracy of +/- 6 seconds.
 AA9956
 AA9956.The orthometric height was computed from unverified reset data.
 AA9956
 AA9956.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9956.GEOID18 height accuracy estimate available here.
 AA9956
 AA9956.Click photographs - Photos may exist for this station.
 AA9956
 AA9956;                    North         East    Units  Estimated Accuracy
 AA9956;SPC UT S     - 3,119,160.      448,860.      MT  (+/- 180 meters Scaled)
 AA9956
 AA9956_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG048773(NAD 83)
 AA9956
 AA9956                          SUPERSEDED SURVEY CONTROL
 AA9956
 AA9956.No superseded survey control is available for this station.
 AA9956
 AA9956_MARKER: DV = VERTICAL CONTROL DISK
 AA9956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9956_STAMPING: H 48 RESET 1994
 AA9956_MARK LOGO: NGS
 AA9956_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA9956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9956+STABILITY: SURFACE MOTION
 AA9956
 AA9956  HISTORY     - Date     Condition        Report By
 AA9956  HISTORY     - 1994     MONUMENTED       LOCENG
 AA9956
 AA9956                          STATION DESCRIPTION
 AA9956
 AA9956'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (DR)
 AA9956'5.3 MILES (8.5 KM) NORTHEAST ALONG STATE HIGHWAY 22 FROM THE JUNCTION
 AA9956'WITH STATE HIGHWAY 12 AT RUBYS INN, 57.0 FEET (17.4 M) FROM CENTERLINE
 AA9956'OF ROAD 70+50, WITHIN 10 FEET (3.0 M) OF ORIGINAL STATION, A CONCRETE
 AA9956'POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0053 ***********************************************************************
 HO0053  DESIGNATION -  H 49
 HO0053  PID         -  HO0053
 HO0053  STATE/COUNTY-  UT/GARFIELD
 HO0053  COUNTRY     -  US
 HO0053  USGS QUAD   -  PANGUITCH NW (2017)
 HO0053
 HO0053                         *CURRENT SURVEY CONTROL
 HO0053  ______________________________________________________________________
 HO0053* NAD 83(1986) POSITION- 37 57 54.     (N) 112 27 49.     (W)   SCALED
 HO0053* NAVD 88 ORTHO HEIGHT -  2040.268 (meters)     6693.78  (feet) ADJUSTED
 HO0053  ______________________________________________________________________
 HO0053  GEOID HEIGHT    -        -20.087 (meters)                     GEOID18
 HO0053  DYNAMIC HEIGHT  -       2037.807 (meters)     6685.71  (feet) COMP
 HO0053  MODELED GRAVITY -    979,350.7   (mgal)                       NAVD 88
 HO0053
 HO0053  VERT ORDER      -  SECOND    CLASS 0
 HO0053
 HO0053.The horizontal coordinates were scaled from a map and have
 HO0053.an estimated accuracy of +/- 6 seconds.
 HO0053
 HO0053.The orthometric height was determined by differential leveling and
 HO0053.adjusted by the NATIONAL GEODETIC SURVEY
 HO0053.in June 1991.
 HO0053
 HO0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0053.GEOID18 height accuracy estimate available here.
 HO0053
 HO0053.Click photographs - Photos may exist for this station.
 HO0053
 HO0053.The dynamic height is computed by dividing the NAVD 88
 HO0053.geopotential number by the normal gravity value computed on the
 HO0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0053.degrees latitude (g = 980.6199 gals.).
 HO0053
 HO0053.The modeled gravity was interpolated from observed gravity values.
 HO0053
 HO0053;                    North         East    Units  Estimated Accuracy
 HO0053;SPC UT S     - 3,144,530.      415,330.      MT  (+/- 180 meters Scaled)
 HO0053
 HO0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH714029(NAD 83)
 HO0053
 HO0053                          SUPERSEDED SURVEY CONTROL
 HO0053
 HO0053  NGVD 29 (??/??/92) 2039.008  (m)         6689.65   (f) ADJ UNCH    2 0
 HO0053
 HO0053.Superseded values are not recommended for survey control.
 HO0053
 HO0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0053.See file dsdata.pdf to determine how the superseded data were derived.
 HO0053
 HO0053_MARKER: DD = SURVEY DISK
 HO0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0053_STAMPING: 6690 H 49 1931
 HO0053_MARK LOGO: USGS
 HO0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0053+STABILITY: SURFACE MOTION
 HO0053
 HO0053  HISTORY     - Date     Condition        Report By
 HO0053  HISTORY     - 1931     MONUMENTED       USGS
 HO0053  HISTORY     - 1966     MARK NOT FOUND   USGS
 HO0053
 HO0053                          STATION DESCRIPTION
 HO0053
 HO0053'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 HO0053'3.1 MI W FROM ORTON.
 HO0053'3.1 MILES WEST ALONG STATE HIGHWAY 20 FROM ORTON, GARFIELD COUNTY, 18
 HO0053'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 10 FEET SOUTH
 HO0053'AND 2 FEET WEST OF A CORNER FENCE POST.  A UNITED STATES GEOLOGICAL
 HO0053'SURVEY STANDARD DISK, STAMPED 6690 H 49 1931 AND SET IN THE TOP OF A
 HO0053'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0150 ***********************************************************************
 HO0150  DESIGNATION -  H 5
 HO0150  PID         -  HO0150
 HO0150  STATE/COUNTY-  UT/WASHINGTON
 HO0150  COUNTRY     -  US
 HO0150  USGS QUAD   -  SPRINGDALE EAST (2017)
 HO0150
 HO0150                         *CURRENT SURVEY CONTROL
 HO0150  ______________________________________________________________________
 HO0150* NAD 83(1986) POSITION- 37 12 47.76   (N) 112 56 26.90   (W)   HD_HELD1
 HO0150* NAVD 88 ORTHO HEIGHT -  1562.678 (meters)     5126.89  (feet) ADJUSTED
 HO0150  ______________________________________________________________________
 HO0150  GEOID HEIGHT    -        -22.282 (meters)                     GEOID18
 HO0150  DYNAMIC HEIGHT  -       1560.874 (meters)     5120.97  (feet) COMP
 HO0150  MODELED GRAVITY -    979,421.8   (mgal)                       NAVD 88
 HO0150
 HO0150  VERT ORDER      -  FIRST     CLASS II
 HO0150
 HO0150.The horizontal coordinates were determined by differentially corrected
 HO0150.hand held GPS observations or other comparable positioning techniques
 HO0150.and have an estimated accuracy of +/- 3 meters.
 HO0150
 HO0150.The orthometric height was determined by differential leveling and
 HO0150.adjusted by the NATIONAL GEODETIC SURVEY
 HO0150.in June 1991.
 HO0150
 HO0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0150.GEOID18 height accuracy estimate available here.
 HO0150
 HO0150.Click photographs - Photos may exist for this station.
 HO0150
 HO0150.The dynamic height is computed by dividing the NAVD 88
 HO0150.geopotential number by the normal gravity value computed on the
 HO0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0150.degrees latitude (g = 980.6199 gals.).
 HO0150
 HO0150.The modeled gravity was interpolated from observed gravity values.
 HO0150
 HO0150;                    North         East    Units  Estimated Accuracy
 HO0150;SPC UT S     - 3,061,648.8     372,115.5     MT  (+/- 3 meters HH1 GPS) 
 HO0150
 HO0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG2778920295(NAD 83)
 HO0150
 HO0150                          SUPERSEDED SURVEY CONTROL
 HO0150
 HO0150  NGVD 29 (??/??/92) 1561.680  (m)         5123.61   (f) ADJ UNCH    1 2
 HO0150
 HO0150.Superseded values are not recommended for survey control.
 HO0150
 HO0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0150.See file dsdata.pdf to determine how the superseded data were derived.
 HO0150
 HO0150_MARKER: DB = BENCH MARK DISK
 HO0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HO0150_SP_SET: GUARD RAIL
 HO0150_STAMPING: H 5 1931 5124
 HO0150_MARK LOGO: USGS
 HO0150_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0150+STABILITY: POSITION/ELEVATION WELL
 HO0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HO0150+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2010
 HO0150
 HO0150  HISTORY     - Date     Condition        Report By
 HO0150  HISTORY     - 1931     MONUMENTED       USGS
 HO0150  HISTORY     - 1982     GOOD             NGS
 HO0150  HISTORY     - 1988     GOOD             USPSQD
 HO0150  HISTORY     - 20101208 GOOD             GEOCAC
 HO0150
 HO0150                          STATION DESCRIPTION
 HO0150
 HO0150'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HO0150'10.3 MI NE FROM ROCKVILLE.
 HO0150'10.3 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM ROCKVILLE, WASHINGTON
 HO0150'COUNTY, AT THE CURVED SECTION OF THE BRIDGE APPROACH TO A LONG TUNNEL,
 HO0150'109 FEET EAST OF THE CENTER OF THE ARCH OF THE TUNNEL, 30 FEET SOUTH
 HO0150'OF A ROCK CUT, IN THE TOP OF THE NORTH CONCRETE GUARDRAIL OF THE
 HO0150'BRIDGE APPROACH, AND 14 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. A
 HO0150'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 5 1931 5124.
 HO0150
 HO0150                          STATION RECOVERY (1982)
 HO0150
 HO0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0150'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.5 KM
 HO0150'(7.15 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF LATTER DAY
 HO0150'SAINTS IN SPRINGDALE, IN TOP OF THE CURVED PORTION OF THE NORTHWEST
 HO0150'GUARDRAIL OF THE APPROACH BRIDGE TO THE 1.1 MILE TUNNEL, 4.2 METERS
 HO0150'(14 FT) NORTHWEST OF THE HIGHWAY CENTERLINE.
 HO0150'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 HO0150
 HO0150                          STATION RECOVERY (1988)
 HO0150
 HO0150'RECOVERY NOTE BY US POWER SQUADRON 1988 (TM)
 HO0150'RECOVERED IN GOOD CONDITION.
 HO0150
 HO0150                          STATION RECOVERY (2010)
 HO0150
 HO0150'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HO0150'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0128 ***********************************************************************
 HO0128  DESIGNATION -  H 5
 HO0128  PID         -  HO0128
 HO0128  STATE/COUNTY-  UT/KANE
 HO0128  COUNTRY     -  US
 HO0128  USGS QUAD   -  WHITE TOWER (2017)
 HO0128
 HO0128                         *CURRENT SURVEY CONTROL
 HO0128  ______________________________________________________________________
 HO0128* NAD 83(1986) POSITION- 37 08 25.     (N) 112 34 03.     (W)   SCALED
 HO0128* NAVD 88 ORTHO HEIGHT -  1670.709 (meters)     5481.32  (feet) ADJUSTED
 HO0128  ______________________________________________________________________
 HO0128  GEOID HEIGHT    -        -21.887 (meters)                     GEOID18
 HO0128  DYNAMIC HEIGHT  -       1668.752 (meters)     5474.90  (feet) COMP
 HO0128  MODELED GRAVITY -    979,399.9   (mgal)                       NAVD 88
 HO0128
 HO0128  VERT ORDER      -  FIRST     CLASS II
 HO0128
 HO0128.The horizontal coordinates were scaled from a map and have
 HO0128.an estimated accuracy of +/- 6 seconds.
 HO0128
 HO0128.The orthometric height was determined by differential leveling and
 HO0128.adjusted by the NATIONAL GEODETIC SURVEY
 HO0128.in April 2014.
 HO0128
 HO0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0128.GEOID18 height accuracy estimate available here.
 HO0128
 HO0128.Click photographs - Photos may exist for this station.
 HO0128
 HO0128.The dynamic height is computed by dividing the NAVD 88
 HO0128.geopotential number by the normal gravity value computed on the
 HO0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0128.degrees latitude (g = 980.6199 gals.).
 HO0128
 HO0128.The modeled gravity was interpolated from observed gravity values.
 HO0128
 HO0128;                    North         East    Units  Estimated Accuracy
 HO0128;SPC UT S     - 3,053,100.      405,160.      MT  (+/- 180 meters Scaled)
 HO0128
 HO0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG607115(NAD 83)
 HO0128
 HO0128                          SUPERSEDED SURVEY CONTROL
 HO0128
 HO0128  NAVD 88 (??/??/92) 1670.722  (m)         5481.36   (f) SUPERSEDED  3 0
 HO0128  NGVD 29 (??/??/92) 1669.715  (m)         5478.06   (f) ADJ UNCH    1 2
 HO0128
 HO0128.Superseded values are not recommended for survey control.
 HO0128
 HO0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0128.See file dsdata.pdf to determine how the superseded data were derived.
 HO0128
 HO0128_MARKER: DB = BENCH MARK DISK
 HO0128_SETTING: 66 = SET IN ROCK OUTCROP
 HO0128_STAMPING: H 5 5478 1934
 HO0128_MARK LOGO: USGS
 HO0128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0128+STABILITY: POSITION/ELEVATION WELL
 HO0128
 HO0128  HISTORY     - Date     Condition        Report By
 HO0128  HISTORY     - 19340130 MONUMENTED       USGS
 HO0128  HISTORY     - 19340204 GOOD             USGS
 HO0128  HISTORY     - 1983     MARK NOT FOUND   NGS
 HO0128
 HO0128                          STATION DESCRIPTION
 HO0128
 HO0128'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 HO0128'7.4 MI NW FROM KANAB.
 HO0128'7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM KANAB, KANE COUNTY, 0.3
 HO0128'MILE NORTH OF THE NORTHERN ONE OF THREE SMALL LAKES ALONG THE WEST
 HO0128'EDGE OF THE HIGHWAY, 100 FEET WEST OF A ROW OF POLES, 45 FEET WEST OF
 HO0128'THE CENTERLINE OF THE HIGHWAY, 5 FEET EAST OF A FENCE, 5 FEET SOUTH OF
 HO0128'A T-JUNCTION IN THE FENCE, IN THE TOP OF A RED SANDSTONE OUTCROP, AND
 HO0128'2 FEET LOWER THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 HO0128'STANDARD DISK, STAMPED H 5 1934 5478.
 HO0128
 HO0128                          STATION RECOVERY (1934)
 HO0128
 HO0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (EEH)
 HO0128'TO REACH FROM THE KANAB COURTHOUSE TRAVEL 7.4 MI (11.9 KM) NORTHWEST
 HO0128'ALONG US HIGHWAY 89.  THE MARK IS 1300 FT (396.2 M) NORTH OF THE NORTH
 HO0128'END OF THE MOST NORTHERN LAKE OF THREE LAKES.
 HO0128'
 HO0128'THE MARK IS LOCATED 41 FT (12.5 M) WEST OF THE HIGHWAY, 8 FT (2.4 M)
 HO0128'EAST AND 10 FT (3.0 M) SOUTH OF T-ANGLE IN FENCE LINE.
 HO0128'
 HO0128'THE MARK IS A STANDARD US GEOLOGICAL TABLET SET IN THE TOP OF A
 HO0128'BOULDER JUST WEST OF A MUCH LARGER BOULDER.
 HO0128
 HO0128                          STATION RECOVERY (1983)
 HO0128
 HO0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0128'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0303 ***********************************************************************
 JN0303  DESIGNATION -  H 50
 JN0303  PID         -  JN0303
 JN0303  STATE/COUNTY-  UT/SEVIER
 JN0303  COUNTRY     -  US
 JN0303  USGS QUAD   -  YOGO CREEK (2017)
 JN0303
 JN0303                         *CURRENT SURVEY CONTROL
 JN0303  ______________________________________________________________________
 JN0303* NAD 83(1986) POSITION- 38 47 37.     (N) 111 30 21.     (W)   SCALED
 JN0303* NAVD 88 ORTHO HEIGHT -  2331.314 (meters)     7648.65  (feet) ADJUSTED
 JN0303  ______________________________________________________________________
 JN0303  GEOID HEIGHT    -        -17.291 (meters)                     GEOID18
 JN0303  DYNAMIC HEIGHT  -       2328.600 (meters)     7639.75  (feet) COMP
 JN0303  MODELED GRAVITY -    979,379.7   (mgal)                       NAVD 88
 JN0303
 JN0303  VERT ORDER      -  SECOND    CLASS 0
 JN0303
 JN0303.The horizontal coordinates were scaled from a map and have
 JN0303.an estimated accuracy of +/- 6 seconds.
 JN0303
 JN0303.The orthometric height was determined by differential leveling and
 JN0303.adjusted by the NATIONAL GEODETIC SURVEY
 JN0303.in June 1991.
 JN0303
 JN0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0303.GEOID18 height accuracy estimate available here.
 JN0303
 JN0303.Click photographs - Photos may exist for this station.
 JN0303
 JN0303.The dynamic height is computed by dividing the NAVD 88
 JN0303.geopotential number by the normal gravity value computed on the
 JN0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0303.degrees latitude (g = 980.6199 gals.).
 JN0303
 JN0303.The modeled gravity was interpolated from observed gravity values.
 JN0303
 JN0303;                    North         East    Units  Estimated Accuracy
 JN0303;SPC UT C     - 2,051,100.      499,490.      MT  (+/- 180 meters Scaled)
 JN0303
 JN0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH560939(NAD 83)
 JN0303
 JN0303                          SUPERSEDED SURVEY CONTROL
 JN0303
 JN0303  NGVD 29 (??/??/92) 2329.925  (m)         7644.10   (f) ADJ UNCH    2 0
 JN0303
 JN0303.Superseded values are not recommended for survey control.
 JN0303
 JN0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0303.See file dsdata.pdf to determine how the superseded data were derived.
 JN0303
 JN0303_MARKER: DB = BENCH MARK DISK
 JN0303_SETTING: 66 = SET IN ROCK OUTCROP
 JN0303_STAMPING: H 50 1934
 JN0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0303+STABILITY: POSITION/ELEVATION WELL
 JN0303
 JN0303  HISTORY     - Date     Condition        Report By
 JN0303  HISTORY     - 1934     MONUMENTED       CGS
 JN0303  HISTORY     - 1966     GOOD             USGS
 JN0303
 JN0303                          STATION DESCRIPTION
 JN0303
 JN0303'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 JN0303'23.7 MI SW FROM EMERY.
 JN0303'IN SEVIER COUNTY, ABOUT 21.9 MILES SOUTHWEST ALONG STATE HIGHWAY 10
 JN0303'FROM THE POST OFFICE AT EMERY, IN THE TOP OF A ROCK LEDGE, 75 FEET
 JN0303'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 28 FEET HIGHER
 JN0303'THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0173 ***********************************************************************
 HO0173  DESIGNATION -  H 50
 HO0173  PID         -  HO0173
 HO0173  STATE/COUNTY-  UT/IRON
 HO0173  COUNTRY     -  US
 HO0173  USGS QUAD   -  LITTLE CREEK PEAK (2017)
 HO0173
 HO0173                         *CURRENT SURVEY CONTROL
 HO0173  ______________________________________________________________________
 HO0173* NAD 83(1986) POSITION- 37 59 39.7    (N) 112 30 15.3    (W)   HD_HELD2
 HO0173* NAVD 88 ORTHO HEIGHT -  2123.690 (meters)     6967.47  (feet) ADJUSTED
 HO0173  ______________________________________________________________________
 HO0173  GEOID HEIGHT    -        -20.120 (meters)                     GEOID18
 HO0173  DYNAMIC HEIGHT  -       2121.108 (meters)     6959.00  (feet) COMP
 HO0173  MODELED GRAVITY -    979,337.8   (mgal)                       NAVD 88
 HO0173
 HO0173  VERT ORDER      -  SECOND    CLASS 0
 HO0173
 HO0173.The horizontal coordinates were established by autonomous hand held GPS
 HO0173.observations and have an estimated accuracy of +/- 10 meters.
 HO0173
 HO0173.The orthometric height was determined by differential leveling and
 HO0173.adjusted by the NATIONAL GEODETIC SURVEY
 HO0173.in June 1991.
 HO0173
 HO0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0173.GEOID18 height accuracy estimate available here.
 HO0173
 HO0173.Click photographs - Photos may exist for this station.
 HO0173
 HO0173.The dynamic height is computed by dividing the NAVD 88
 HO0173.geopotential number by the normal gravity value computed on the
 HO0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0173.degrees latitude (g = 980.6199 gals.).
 HO0173
 HO0173.The modeled gravity was interpolated from observed gravity values.
 HO0173
 HO0173;                    North         East    Units  Estimated Accuracy
 HO0173;SPC UT S     - 3,147,827.      411,793.      MT  (+/- 10 meters HH2 GPS)
 HO0173
 HO0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH6791706256(NAD 83)
 HO0173
 HO0173                          SUPERSEDED SURVEY CONTROL
 HO0173
 HO0173  NGVD 29 (??/??/92) 2122.406  (m)         6963.26   (f) ADJ UNCH    2 0
 HO0173
 HO0173.Superseded values are not recommended for survey control.
 HO0173
 HO0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0173.See file dsdata.pdf to determine how the superseded data were derived.
 HO0173
 HO0173_MARKER: DB = BENCH MARK DISK
 HO0173_SETTING: 80 = SET IN A BOULDER
 HO0173_STAMPING: 6964 H 50 1931
 HO0173_MARK LOGO: USGS
 HO0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0173+STABILITY: SURFACE MOTION
 HO0173
 HO0173  HISTORY     - Date     Condition        Report By
 HO0173  HISTORY     - 1931     MONUMENTED       USGS
 HO0173  HISTORY     - 1966     GOOD             USGS
 HO0173  HISTORY     - 20101209 GOOD             GEOCAC
 HO0173
 HO0173                          STATION DESCRIPTION
 HO0173
 HO0173'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 HO0173'6.4 MI W FROM BEAR VALLEY JUNCTION.
 HO0173'IN IRON COUNTY, ABOUT 6.3 MILES WEST ALONG STATE HIGHWAY 20 FROM BEAR
 HO0173'VALLEY JUNCTION, GARFIELD COUNTY, AT A 10 FOOT BOULDER, 90 FEET NORTH
 HO0173'OF THE CENTER LINE OF THE HIGHWAY, AND IN A LARGE BOULDER ABOUT 4.0
 HO0173'FEET ABOVE THE GROUND.
 HO0173
 HO0173                          STATION RECOVERY (2010)
 HO0173
 HO0173'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HO0173'MARK IS SIX FT NE OF A METAL WP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0025 ***********************************************************************
 LP0025  DESIGNATION -  H 51
 LP0025  PID         -  LP0025
 LP0025  STATE/COUNTY-  UT/TOOELE
 LP0025  COUNTRY     -  US
 LP0025  USGS QUAD   -  BURMESTER (2017)
 LP0025
 LP0025                         *CURRENT SURVEY CONTROL
 LP0025  ______________________________________________________________________
 LP0025* NAD 83(1994) POSITION- 40 39 56.10422(N) 112 27 29.72341(W)   ADJUSTED
 LP0025* NAVD 88 ORTHO HEIGHT -  1287.517 (meters)     4224.13  (feet) ADJUSTED
 LP0025  ______________________________________________________________________
 LP0025  GEOID HEIGHT    -        -17.629 (meters)                     GEOID18
 LP0025  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 LP0025  DYNAMIC HEIGHT  -       1286.513 (meters)     4220.83  (feet) COMP
 LP0025  MODELED GRAVITY -    979,800.6   (mgal)                       NAVD 88
 LP0025
 LP0025  HORZ ORDER      -  THIRD
 LP0025  VERT ORDER      -  SECOND    CLASS 0
 LP0025
 LP0025.The horizontal coordinates were established by classical geodetic methods
 LP0025.and adjusted by the National Geodetic Survey in November 1997.
 LP0025
 LP0025.The orthometric height was determined by differential leveling and
 LP0025.adjusted by the NATIONAL GEODETIC SURVEY
 LP0025.in June 1991.
 LP0025
 LP0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0025.GEOID18 height accuracy estimate available here.
 LP0025
 LP0025.Click photographs - Photos may exist for this station.
 LP0025
 LP0025.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0025
 LP0025.The dynamic height is computed by dividing the NAVD 88
 LP0025.geopotential number by the normal gravity value computed on the
 LP0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0025.degrees latitude (g = 980.6199 gals.).
 LP0025
 LP0025.The modeled gravity was interpolated from observed gravity values.
 LP0025
 LP0025. The following values were computed from the NAD 83(1994) position.
 LP0025
 LP0025;                    North         East     Units Scale Factor Converg.
 LP0025;SPC UT C     - 2,259,368.312   418,972.032   MT  1.00000391   -0 36 49.8
 LP0025;SPC UT C     - 7,412,610.87  1,374,577.41   sFT  1.00000391   -0 36 49.8
 LP0025;UTM  12      - 4,502,657.127   376,738.594   MT  0.99978701   -0 57 01.4
 LP0025
 LP0025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0025!SPC UT C     -   0.99980084  x   1.00000391  =   0.99980475
 LP0025!UTM  12      -   0.99980084  x   0.99978701  =   0.99958789
 LP0025
 LP0025:                Primary Azimuth Mark                     Grid Az
 LP0025:SPC UT C     -  WOOLLEY                                  238 43 10.6
 LP0025:UTM  12      -  WOOLLEY                                  239 03 22.2
 LP0025
 LP0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL7673802657(NAD 83)
 LP0025
 LP0025|---------------------------------------------------------------------|
 LP0025| PID    Reference Object                     Distance      Geod. Az  |
 LP0025|                                                           dddmmss.s |
 LP0025| LP0484 WOOLLEY                             APPROX. 7.2 KM 2380620.8 |
 LP0025|---------------------------------------------------------------------|
 LP0025
 LP0025                          SUPERSEDED SURVEY CONTROL
 LP0025
 LP0025  NAD 83(1993)-  40 39 56.09651(N)    112 27 29.72046(W) AD(       ) 3
 LP0025  NAD 83(1986)-  40 39 56.09512(N)    112 27 29.71464(W) AD(       ) 3
 LP0025  NAD 27      -  40 39 56.29932(N)    112 27 26.87064(W) AD(       ) 3
 LP0025  NGVD 29 (??/??/92) 1286.494  (m)         4220.77   (f) ADJ UNCH    2 0
 LP0025  NGVD 29            1286.49   (m)         4220.8    (f) LEVELING    3  
 LP0025
 LP0025.Superseded values are not recommended for survey control.
 LP0025
 LP0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0025.See file dsdata.pdf to determine how the superseded data were derived.
 LP0025
 LP0025_MARKER: DB = BENCH MARK DISK
 LP0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0025_STAMPING: 4220.800 H 51 1922
 LP0025_MARK LOGO: USGS
 LP0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0025+STABILITY: SURFACE MOTION
 LP0025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0025+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2014
 LP0025
 LP0025  HISTORY     - Date     Condition        Report By
 LP0025  HISTORY     - 1922     MONUMENTED       USGS
 LP0025  HISTORY     - 1955     GOOD             USGS
 LP0025  HISTORY     - 20141014 GOOD             GEOCAC
 LP0025
 LP0025                          STATION DESCRIPTION
 LP0025
 LP0025'DESCRIBED BY US GEOLOGICAL SURVEY 1922
 LP0025'4.5 MI N FROM GRANTSVILLE.
 LP0025'4.5 MILES NORTH ALONG THE ROAD LEADING TO BURMESTER FROM GRANTSVILLE,
 LP0025'TOOELE COUNTY, 1.9 MILES SOUTH OF THE WESTERN PACIFIC RAILROAD STATION
 LP0025'AT BURMESTER, 50 FEET EAST OF THE CENTERLINE OF THE MAIN ROAD, 20 FEET
 LP0025'NORTH OF A T-ROAD LEADING EAST, AT A RIGHT ANGLE FORMED BY TWO FENCES,
 LP0025'AND 10 FEET FROM EACH FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 LP0025'STANDARD CAP, STAMPED 4220.800 H 51 1922 AND RIVETED ON THE TOP OF A
 LP0025'3-1/2 INCH IRON PIPE.
 LP0025
 LP0025                          STATION RECOVERY (1955)
 LP0025
 LP0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LP0025'THIS IS THE BENCH MARK USED AS REFERENCE MARK FOR USGS STATION
 LP0025'---HARRIS---.  THE STATION MARK
 LP0025'(POWER POLE) COULD NOT BE FOUND.
 LP0025'
 LP0025'T 2 S, R 5 W, SEC. 7, 4.5 MI. N. OF GRANTSVILLE, 50 FT. E. OF CENTER
 LP0025'OF MAIN RD. N., 20 FT. N. OF CENTER OF T-RD. E., IN ANGLE IN FENCE
 LP0025'LINE, 10 FT. FROM EACH FENCE.
 LP0025'
 LP0025'TO REACH FROM POST OFFICE IN GRANTSVILLE, DRIVE FOR 0.2 MI. TO SECOND
 LP0025'STREET, TURN RIGHT (E.) FOR 0.3 MI. TO T-RD., TURN LEFT (N.) 4.2 MI.
 LP0025'TO T-RD. AND STATION.  STATION IS 70 FT. NE. OF JUNCTION, IN SIDE
 LP0025'FENCE CORNER.
 LP0025'
 LP0025'STATION MARK--STANDARD IRON POST WITH BRONZE CAP STAMPED ---H 51
 LP0025'1922--- ENCASED IN CONCRETE BLOCK.
 LP0025'
 LP0025'REFERENCE MARKS--NONE.
 LP0025
 LP0025                          STATION RECOVERY (2014)
 LP0025
 LP0025'RECOVERY NOTE BY GEOCACHING 2014 (BRB)
 LP0025'MARK RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES IN
 LP0025'DESCRIPTION.
 LP0025'
 LP0025'THE IS NO LONGER A RAILROAD STATION AT BURMESTER. THE MARK IS 2 FEET
 LP0025'NORTH OF AN EAST-WEST FENCE AND 12 FEET EAST OF A NORTH-SOUTH FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0175 ***********************************************************************
 HO0175  DESIGNATION -  H 52
 HO0175  PID         -  HO0175
 HO0175  STATE/COUNTY-  UT/IRON
 HO0175  COUNTRY     -  US
 HO0175  USGS QUAD   -  LITTLE CREEK PEAK (2017)
 HO0175
 HO0175                         *CURRENT SURVEY CONTROL
 HO0175  ______________________________________________________________________
 HO0175* NAD 83(1986) POSITION- 37 57 53.     (N) 112 33 30.     (W)   SCALED
 HO0175* NAVD 88 ORTHO HEIGHT -  2209.911 (meters)     7250.35  (feet) ADJUSTED
 HO0175  ______________________________________________________________________
 HO0175  GEOID HEIGHT    -        -20.227 (meters)                     GEOID18
 HO0175  DYNAMIC HEIGHT  -       2207.189 (meters)     7241.42  (feet) COMP
 HO0175  MODELED GRAVITY -    979,318.7   (mgal)                       NAVD 88
 HO0175
 HO0175  VERT ORDER      -  SECOND    CLASS 0
 HO0175
 HO0175.The horizontal coordinates were scaled from a map and have
 HO0175.an estimated accuracy of +/- 6 seconds.
 HO0175
 HO0175.The orthometric height was determined by differential leveling and
 HO0175.adjusted by the NATIONAL GEODETIC SURVEY
 HO0175.in June 1991.
 HO0175
 HO0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0175.GEOID18 height accuracy estimate available here.
 HO0175
 HO0175.Click photographs - Photos may exist for this station.
 HO0175
 HO0175.The dynamic height is computed by dividing the NAVD 88
 HO0175.geopotential number by the normal gravity value computed on the
 HO0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0175.degrees latitude (g = 980.6199 gals.).
 HO0175
 HO0175.The modeled gravity was interpolated from observed gravity values.
 HO0175
 HO0175;                    North         East    Units  Estimated Accuracy
 HO0175;SPC UT S     - 3,144,590.      407,010.      MT  (+/- 180 meters Scaled)
 HO0175
 HO0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH631030(NAD 83)
 HO0175
 HO0175                          SUPERSEDED SURVEY CONTROL
 HO0175
 HO0175  NGVD 29 (??/??/92) 2208.603  (m)         7246.06   (f) ADJ UNCH    2 0
 HO0175
 HO0175.Superseded values are not recommended for survey control.
 HO0175
 HO0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0175.See file dsdata.pdf to determine how the superseded data were derived.
 HO0175
 HO0175_MARKER: DB = BENCH MARK DISK
 HO0175_SETTING: 80 = SET IN A BOULDER
 HO0175_STAMPING: 7246 H 52 1931
 HO0175_MARK LOGO: USGS
 HO0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0175+STABILITY: SURFACE MOTION
 HO0175
 HO0175  HISTORY     - Date     Condition        Report By
 HO0175  HISTORY     - 1931     MONUMENTED       USGS
 HO0175
 HO0175                          STATION DESCRIPTION
 HO0175
 HO0175'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HO0175'12.2 MI SW FROM ORTON.
 HO0175'IN IRON COUNTY, ABOUT 12.2 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM
 HO0175'ORTON, GARFIELD COUNTY, ABOUT 0.4 MILE WEST OF A BOUNDARY SIGN FOR THE
 HO0175'DIXIE NATIONAL FOREST, IN THE TOP OF A LARGE CONGLOMERATE BOULDER, AND
 HO0175'8 FEET SOUTH OF A CURVE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HO0175'DISK, STAMPED 7246 H 52 1931.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0478 ***********************************************************************
 LO0478  DESIGNATION -  H 52
 LO0478  PID         -  LO0478
 LO0478  STATE/COUNTY-  UT/SALT LAKE
 LO0478  COUNTRY     -  US
 LO0478  USGS QUAD   -  JORDAN NARROWS (2017)
 LO0478
 LO0478                         *CURRENT SURVEY CONTROL
 LO0478  ______________________________________________________________________
 LO0478* NAD 83(1986) POSITION- 40 28 23.     (N) 111 55 48.     (W)   SCALED
 LO0478* NAVD 88 ORTHO HEIGHT -  1355.275 (meters)     4446.43  (feet) ADJUSTED
 LO0478  ______________________________________________________________________
 LO0478  GEOID HEIGHT    -        -17.299 (meters)                     GEOID18
 LO0478  DYNAMIC HEIGHT  -       1354.128 (meters)     4442.67  (feet) COMP
 LO0478  MODELED GRAVITY -    979,733.0   (mgal)                       NAVD 88
 LO0478
 LO0478  VERT ORDER      -  FIRST     CLASS II
 LO0478
 LO0478.The horizontal coordinates were scaled from a map and have
 LO0478.an estimated accuracy of +/- 6 seconds.
 LO0478
 LO0478.The orthometric height was determined by differential leveling and
 LO0478.adjusted by the NATIONAL GEODETIC SURVEY
 LO0478.in June 1991.
 LO0478
 LO0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0478.GEOID18 height accuracy estimate available here.
 LO0478
 LO0478.Click photographs - Photos may exist for this station.
 LO0478
 LO0478.The dynamic height is computed by dividing the NAVD 88
 LO0478.geopotential number by the normal gravity value computed on the
 LO0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0478.degrees latitude (g = 980.6199 gals.).
 LO0478
 LO0478.The modeled gravity was interpolated from observed gravity values.
 LO0478
 LO0478;                    North         East    Units  Estimated Accuracy
 LO0478;SPC UT C     - 2,237,640.      463,540.      MT  (+/- 180 meters Scaled)
 LO0478
 LO0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK211806(NAD 83)
 LO0478
 LO0478                          SUPERSEDED SURVEY CONTROL
 LO0478
 LO0478  NGVD 29 (??/??/92) 1354.290  (m)         4443.20   (f) ADJ UNCH    1 2
 LO0478
 LO0478.Superseded values are not recommended for survey control.
 LO0478
 LO0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0478.See file dsdata.pdf to determine how the superseded data were derived.
 LO0478
 LO0478_MARKER: DD = SURVEY DISK
 LO0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0478_STAMPING: H 52 1923
 LO0478_MARK LOGO: USGS
 LO0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0478+STABILITY: SURFACE MOTION
 LO0478
 LO0478  HISTORY     - Date     Condition        Report By
 LO0478  HISTORY     - 1923     MONUMENTED       USGS
 LO0478  HISTORY     - 1934     GOOD             CGS
 LO0478  HISTORY     - 1990     MARK NOT FOUND   USGS
 LO0478
 LO0478                          STATION DESCRIPTION
 LO0478
 LO0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0478'4.0 MI SE FROM RIVERTON.
 LO0478'4.0 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 LO0478'FROM RIVERTON, SALT LAKE COUNTY, 0.4 MILE SOUTH OF MILEPOST 725, ABOUT
 LO0478'140 FEET SOUTH OF A SECTION TOOLHOUSE, AT A ROAD CROSSING, 106 FEET
 LO0478'EAST OF THE TRACK, AND 37 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE. A
 LO0478'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 52 1923 AND
 LO0478'SET IN THE TOP OF A CONCRETE POST.
 LO0478
 LO0478                          STATION RECOVERY (1990)
 LO0478
 LO0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (JLD)
 LO0478'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0008 ***********************************************************************
 KN0008  DESIGNATION -  H 52
 KN0008  PID         -  KN0008
 KN0008  STATE/COUNTY-  UT/DUCHESNE
 KN0008  COUNTRY     -  US
 KN0008  USGS QUAD   -  COWBOY BENCH (2017)
 KN0008
 KN0008                         *CURRENT SURVEY CONTROL
 KN0008  ______________________________________________________________________
 KN0008* NAD 83(1986) POSITION- 39 49 51.     (N) 110 14 50.     (W)   SCALED
 KN0008* NAVD 88 ORTHO HEIGHT -  1864.984 (meters)     6118.70  (feet) ADJUSTED
 KN0008  ______________________________________________________________________
 KN0008  GEOID HEIGHT    -        -17.103 (meters)                     GEOID18
 KN0008  DYNAMIC HEIGHT  -       1863.126 (meters)     6112.61  (feet) COMP
 KN0008  MODELED GRAVITY -    979,563.7   (mgal)                       NAVD 88
 KN0008
 KN0008  VERT ORDER      -  SECOND    CLASS 0
 KN0008
 KN0008.The horizontal coordinates were scaled from a map and have
 KN0008.an estimated accuracy of +/- 6 seconds.
 KN0008
 KN0008.The orthometric height was determined by differential leveling and
 KN0008.adjusted by the NATIONAL GEODETIC SURVEY
 KN0008.in June 1991.
 KN0008
 KN0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0008.GEOID18 height accuracy estimate available here.
 KN0008
 KN0008.Click photographs - Photos may exist for this station.
 KN0008
 KN0008.The dynamic height is computed by dividing the NAVD 88
 KN0008.geopotential number by the normal gravity value computed on the
 KN0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0008.degrees latitude (g = 980.6199 gals.).
 KN0008
 KN0008.The modeled gravity was interpolated from observed gravity values.
 KN0008
 KN0008;                    North         East    Units  Estimated Accuracy
 KN0008;SPC UT C     - 2,167,000.      607,230.      MT  (+/- 180 meters Scaled)
 KN0008
 KN0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK644092(NAD 83)
 KN0008
 KN0008                          SUPERSEDED SURVEY CONTROL
 KN0008
 KN0008  NGVD 29 (??/??/92) 1863.741  (m)         6114.62   (f) ADJ UNCH    2 0
 KN0008
 KN0008.Superseded values are not recommended for survey control.
 KN0008
 KN0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0008.See file dsdata.pdf to determine how the superseded data were derived.
 KN0008
 KN0008_MARKER: DB = BENCH MARK DISK
 KN0008_SETTING: 80 = SET IN A BOULDER
 KN0008_STAMPING: H 52 1934
 KN0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0008+STABILITY: SURFACE MOTION
 KN0008
 KN0008  HISTORY     - Date     Condition        Report By
 KN0008  HISTORY     - 1934     MONUMENTED       CGS
 KN0008
 KN0008                          STATION DESCRIPTION
 KN0008
 KN0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0008'1.7 MI W FROM MYTON.
 KN0008'ABOUT 1.7 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE HIGHWAY TURN AT
 KN0008'MYTON, DUCHESNE COUNTY, THENCE ABOUT 28.6 MILES SOUTH ALONG STATE
 KN0008'HIGHWAY 53.  ABOUT 8 MILES SOUTH OF RANGE POST 15 E, ABOUT 1.9 MILES
 KN0008'SOUTH OF BENCH MARK J 52, DESCRIBED ABOVE, ABOUT 2.2 MILES NORTH OF
 KN0008'THE NUTTER RANCH, AT THE NORTH EDGE OF NINE MILE CANYON, IN A DEEP
 KN0008'NARROW GORGE, AT THE CROSSING OF A STREAM, AND IN THE TOP OF A
 KN0008'BOULDER.  A STANDARD DISK, STAMPED H 52 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0066 ***********************************************************************
 LO0066  DESIGNATION -  H 53
 LO0066  PID         -  LO0066
 LO0066  STATE/COUNTY-  UT/DUCHESNE
 LO0066  COUNTRY     -  US
 LO0066  USGS QUAD   -  STRAWBERRY PINNACLES (2017)
 LO0066
 LO0066                         *CURRENT SURVEY CONTROL
 LO0066  ______________________________________________________________________
 LO0066* NAD 83(1986) POSITION- 40 10 49.4    (N) 110 37 30.4    (W)   HD_HELD2
 LO0066* NAVD 88 ORTHO HEIGHT -  2039.421 (meters)     6691.00  (feet) ADJUSTED
 LO0066  ______________________________________________________________________
 LO0066  GEOID HEIGHT    -        -16.592 (meters)                     GEOID18
 LO0066  DYNAMIC HEIGHT  -       2037.324 (meters)     6684.12  (feet) COMP
 LO0066  MODELED GRAVITY -    979,525.4   (mgal)                       NAVD 88
 LO0066
 LO0066  VERT ORDER      -  SECOND    CLASS 0
 LO0066
 LO0066.The horizontal coordinates were established by autonomous hand held GPS
 LO0066.observations and have an estimated accuracy of +/- 10 meters.
 LO0066
 LO0066.The orthometric height was determined by differential leveling and
 LO0066.adjusted by the NATIONAL GEODETIC SURVEY
 LO0066.in June 1991.
 LO0066
 LO0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0066.GEOID18 height accuracy estimate available here.
 LO0066
 LO0066.Click photographs - Photos may exist for this station.
 LO0066
 LO0066.The dynamic height is computed by dividing the NAVD 88
 LO0066.geopotential number by the normal gravity value computed on the
 LO0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0066.degrees latitude (g = 980.6199 gals.).
 LO0066
 LO0066.The modeled gravity was interpolated from observed gravity values.
 LO0066
 LO0066;                    North         East    Units  Estimated Accuracy
 LO0066;SPC UT C     - 2,205,424.      574,506.      MT  (+/- 10 meters HH2 GPS)
 LO0066
 LO0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK3191647846(NAD 83)
 LO0066
 LO0066                          SUPERSEDED SURVEY CONTROL
 LO0066
 LO0066  NGVD 29 (??/??/92) 2038.034  (m)         6686.45   (f) ADJ UNCH    2 0
 LO0066
 LO0066.Superseded values are not recommended for survey control.
 LO0066
 LO0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0066.See file dsdata.pdf to determine how the superseded data were derived.
 LO0066
 LO0066_MARKER: DB = BENCH MARK DISK
 LO0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0066_SP_SET: CULVERT
 LO0066_STAMPING: H 53 1934
 LO0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0066
 LO0066  HISTORY     - Date     Condition        Report By
 LO0066  HISTORY     - 1934     MONUMENTED       CGS
 LO0066
 LO0066                          STATION DESCRIPTION
 LO0066
 LO0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0066'12.6 MI W FROM DUCHESNE.
 LO0066'12.6 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LO0066'DUCHESNE, DUCHESNE COUNTY, AT A SAGE BRUSH FLAT, AT A CULVERT, AND IN
 LO0066'THE TOP OF THE NORTH HEADWALL.  A STANDARD DISK, STAMPED H 53 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0177 ***********************************************************************
 HO0177  DESIGNATION -  H 53
 HO0177  PID         -  HO0177
 HO0177  STATE/COUNTY-  UT/IRON
 HO0177  COUNTRY     -  US
 HO0177  USGS QUAD   -  LITTLE CREEK PEAK (2017)
 HO0177
 HO0177                         *CURRENT SURVEY CONTROL
 HO0177  ______________________________________________________________________
 HO0177* NAD 83(1986) POSITION- 37 56 18.     (N) 112 36 18.     (W)   SCALED
 HO0177* NAVD 88 ORTHO HEIGHT -  2338.091 (meters)     7670.89  (feet) ADJUSTED
 HO0177  ______________________________________________________________________
 HO0177  GEOID HEIGHT    -        -20.272 (meters)                     GEOID18
 HO0177  DYNAMIC HEIGHT  -       2335.164 (meters)     7661.28  (feet) COMP
 HO0177  MODELED GRAVITY -    979,293.3   (mgal)                       NAVD 88
 HO0177
 HO0177  VERT ORDER      -  SECOND    CLASS 0
 HO0177
 HO0177.The horizontal coordinates were scaled from a map and have
 HO0177.an estimated accuracy of +/- 6 seconds.
 HO0177
 HO0177.The orthometric height was determined by differential leveling and
 HO0177.adjusted by the NATIONAL GEODETIC SURVEY
 HO0177.in June 1991.
 HO0177
 HO0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0177.GEOID18 height accuracy estimate available here.
 HO0177
 HO0177.Click photographs - Photos may exist for this station.
 HO0177
 HO0177.The dynamic height is computed by dividing the NAVD 88
 HO0177.geopotential number by the normal gravity value computed on the
 HO0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0177.degrees latitude (g = 980.6199 gals.).
 HO0177
 HO0177.The modeled gravity was interpolated from observed gravity values.
 HO0177
 HO0177;                    North         East    Units  Estimated Accuracy
 HO0177;SPC UT S     - 3,141,710.      402,870.      MT  (+/- 180 meters Scaled)
 HO0177
 HO0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH589001(NAD 83)
 HO0177
 HO0177                          SUPERSEDED SURVEY CONTROL
 HO0177
 HO0177  NGVD 29 (??/??/92) 2336.741  (m)         7666.46   (f) ADJ UNCH    2 0
 HO0177
 HO0177.Superseded values are not recommended for survey control.
 HO0177
 HO0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0177.See file dsdata.pdf to determine how the superseded data were derived.
 HO0177
 HO0177_MARKER: DB = BENCH MARK DISK
 HO0177_SETTING: 80 = SET IN A BOULDER
 HO0177_STAMPING: 7667 H 53 1931
 HO0177_MARK LOGO: USGS
 HO0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0177+STABILITY: SURFACE MOTION
 HO0177
 HO0177  HISTORY     - Date     Condition        Report By
 HO0177  HISTORY     - 1931     MONUMENTED       USGS
 HO0177
 HO0177                          STATION DESCRIPTION
 HO0177
 HO0177'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HO0177'13.7 MI NE FROM PARAGONAH.
 HO0177'ABOUT 13.7 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM PARAGONAH, IRON
 HO0177'COUNTY, AT THE SUMMIT OF A GRADE, 27 FEET NORTHWEST OF THE CENTER LINE
 HO0177'OF THE HIGHWAY, AND IN THE TOP OF A BOULDER.  A UNITED STATES
 HO0177'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7667 H 53 1931.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0178 ***********************************************************************
 HO0178  DESIGNATION -  H 54
 HO0178  PID         -  HO0178
 HO0178  STATE/COUNTY-  UT/IRON
 HO0178  COUNTRY     -  US
 HO0178  USGS QUAD   -  COTTONWOOD MOUNTAIN (2017)
 HO0178
 HO0178                         *CURRENT SURVEY CONTROL
 HO0178  ______________________________________________________________________
 HO0178* NAD 83(2011) POSITION- 37 54 31.14817(N) 112 38 12.66409(W)   ADJUSTED
 HO0178* NAD 83(2011) ELLIP HT-  2456.450 (meters)        (06/27/12)   ADJUSTED
 HO0178* NAD 83(2011) EPOCH   -  2010.00
 HO0178* NAVD 88 ORTHO HEIGHT -  2476.739 (meters)     8125.77  (feet) ADJUSTED
 HO0178  ______________________________________________________________________
 HO0178  GEOID HEIGHT    -        -20.275 (meters)                     GEOID18
 HO0178  NAD 83(2011) X  - -1,940,072.934 (meters)                     COMP
 HO0178  NAD 83(2011) Y  - -4,652,289.700 (meters)                     COMP
 HO0178  NAD 83(2011) Z  -  3,898,958.453 (meters)                     COMP
 HO0178  LAPLACE CORR    -          1.49  (seconds)                    DEFLEC18
 HO0178  DYNAMIC HEIGHT  -       2473.635 (meters)     8115.58  (feet) COMP
 HO0178  MODELED GRAVITY -    979,286.2   (mgal)                       NAVD 88
 HO0178
 HO0178  VERT ORDER      -  SECOND    CLASS 0
 HO0178
 HO0178  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HO0178  Standards:
 HO0178         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HO0178            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HO0178  -------------------------------------------------------------------
 HO0178  NETWORK    0.68   1.22           0.31   0.23   0.62      0.15594792
 HO0178  -------------------------------------------------------------------
 HO0178  Click here for local accuracies and other accuracy information.
 HO0178
 HO0178.The horizontal coordinates were established by GPS observations
 HO0178.and adjusted by the National Geodetic Survey in June 2012.
 HO0178
 HO0178.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HO0178.been affixed to the stable North American tectonic plate. See 
 HO0178.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HO0178
 HO0178.The horizontal coordinates are valid at the epoch date displayed above
 HO0178.which is a decimal equivalence of Year/Month/Day.
 HO0178
 HO0178.The orthometric height was determined by differential leveling and
 HO0178.adjusted by the NATIONAL GEODETIC SURVEY
 HO0178.in June 1991.
 HO0178
 HO0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0178.GEOID18 height accuracy estimate available here.
 HO0178
 HO0178.Click photographs - Photos may exist for this station.
 HO0178
 HO0178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HO0178
 HO0178.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0178
 HO0178.The ellipsoidal height was determined by GPS observations
 HO0178.and is referenced to NAD 83.
 HO0178
 HO0178.The dynamic height is computed by dividing the NAVD 88
 HO0178.geopotential number by the normal gravity value computed on the
 HO0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0178.degrees latitude (g = 980.6199 gals.).
 HO0178
 HO0178.The modeled gravity was interpolated from observed gravity values.
 HO0178
 HO0178. The following values were computed from the NAD 83(2011) position.
 HO0178
 HO0178;                    North         East     Units Scale Factor Converg.
 HO0178;SPC UT S     - 3,138,448.111   400,030.931   MT  0.99995365   -0 41 47.5
 HO0178;SPC UT S     -10,296,725.18  1,312,434.81   sFT  0.99995365   -0 41 47.5
 HO0178;UTM  12      - 4,196,942.928   356,105.919   MT  0.99985502   -1 00 21.1
 HO0178
 HO0178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0178!SPC UT S     -   0.99961469  x   0.99995365  =   0.99956836
 HO0178!UTM  12      -   0.99961469  x   0.99985502  =   0.99946977
 HO0178
 HO0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG5610596942(NAD 83)
 HO0178
 HO0178                          SUPERSEDED SURVEY CONTROL
 HO0178
 HO0178  NAD 83(2007)-  37 54 31.14801(N)    112 38 12.66425(W) AD(2002.00) A
 HO0178  ELLIP H (05/07/09) 2456.447  (m)                       GP(2002.00) 3 1
 HO0178  NAD 83(1994)-  37 54 31.14766(N)    112 38 12.66363(W) AD(       ) A
 HO0178  ELLIP H (09/19/06) 2456.448  (m)                       GP(       ) 3 1
 HO0178  NAVD 88            2476.74   (m)         8125.8    (f) LEVELING    3  
 HO0178  NGVD 29 (??/??/92) 2475.410  (m)         8121.41   (f) ADJ UNCH    2 0
 HO0178
 HO0178.Superseded values are not recommended for survey control.
 HO0178
 HO0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0178.See file dsdata.pdf to determine how the superseded data were derived.
 HO0178
 HO0178_MARKER: DB = BENCH MARK DISK
 HO0178_SETTING: 66 = SET IN ROCK OUTCROP
 HO0178_STAMPING: 8122 H 54 1931
 HO0178_MARK LOGO: USGS
 HO0178_MAGNETIC: N = NO MAGNETIC MATERIAL
 HO0178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0178+STABILITY: POSITION/ELEVATION WELL
 HO0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0178+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2018
 HO0178
 HO0178  HISTORY     - Date     Condition        Report By
 HO0178  HISTORY     - 1931     MONUMENTED       USGS
 HO0178  HISTORY     - 20060725 GOOD             SUNENG
 HO0178  HISTORY     - 20180823 GOOD             INDIV
 HO0178
 HO0178                          STATION DESCRIPTION
 HO0178
 HO0178'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HO0178'10.5 MI NE FROM PARAGONAH.
 HO0178'ABOUT 10.5 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM PARAGONAH, IRON
 HO0178'COUNTY, 20 FEET SOUTHWEST OF A ROAD SIGN, ON A SUMMIT, 30 FEET WEST OF
 HO0178'THE CENTER LINE OF THE HIGHWAY, AND IN A ROCK OUTCROP.  A UNITED
 HO0178'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 8122 H 54 1931.
 HO0178
 HO0178                          STATION RECOVERY (2006)
 HO0178
 HO0178'RECOVERY NOTE BY SUNRISE ENGINEERING 2006 (BLC)
 HO0178'RECOVERED IN GOOD CONDITION.
 HO0178
 HO0178                          STATION RECOVERY (2018)
 HO0178
 HO0178'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (TWG)
 HO0178'THIS ROAD IS NO LONGER UT-20.  IT IS BEAR VALLEY ROAD AND IS
 HO0178'DESIGNATED AS FORESTED SERVICE ROAD 077 WITHIN THE DIXIE NATIONAL
 HO0178'FOREST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0321 ***********************************************************************
 KN0321  DESIGNATION -  H 55
 KN0321  PID         -  KN0321
 KN0321  STATE/COUNTY-  UT/JUAB
 KN0321  COUNTRY     -  US
 KN0321  USGS QUAD   -  SANTAQUIN (2017)
 KN0321
 KN0321                         *CURRENT SURVEY CONTROL
 KN0321  ______________________________________________________________________
 KN0321* NAD 83(1986) POSITION- 39 53 42.16   (N) 111 50 22.06   (W)   HD_HELD1
 KN0321* NAVD 88 ORTHO HEIGHT -  1501.444 (meters)     4925.99  (feet) ADJUSTED
 KN0321  ______________________________________________________________________
 KN0321  GEOID HEIGHT    -        -17.420 (meters)                     GEOID18
 KN0321  DYNAMIC HEIGHT  -       1500.074 (meters)     4921.49  (feet) COMP
 KN0321  MODELED GRAVITY -    979,661.1   (mgal)                       NAVD 88
 KN0321
 KN0321  VERT ORDER      -  SECOND    CLASS 0
 KN0321
 KN0321.The horizontal coordinates were determined by differentially corrected
 KN0321.hand held GPS observations or other comparable positioning techniques
 KN0321.and have an estimated accuracy of +/- 3 meters.
 KN0321
 KN0321.The orthometric height was determined by differential leveling and
 KN0321.adjusted by the NATIONAL GEODETIC SURVEY
 KN0321.in June 1991.
 KN0321
 KN0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0321.GEOID18 height accuracy estimate available here.
 KN0321
 KN0321.Click photographs - Photos may exist for this station.
 KN0321
 KN0321.The dynamic height is computed by dividing the NAVD 88
 KN0321.geopotential number by the normal gravity value computed on the
 KN0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0321.degrees latitude (g = 980.6199 gals.).
 KN0321
 KN0321.The modeled gravity was interpolated from observed gravity values.
 KN0321
 KN0321;                    North         East    Units  Estimated Accuracy
 KN0321;SPC UT C     - 2,173,434.0     470,970.8     MT  (+/- 3 meters HH1 GPS) 
 KN0321
 KN0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK2823316445(NAD 83)
 KN0321
 KN0321                          SUPERSEDED SURVEY CONTROL
 KN0321
 KN0321  NGVD 29 (??/??/92) 1500.336  (m)         4922.35   (f) ADJ UNCH    2 0
 KN0321
 KN0321.Superseded values are not recommended for survey control.
 KN0321
 KN0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0321.See file dsdata.pdf to determine how the superseded data were derived.
 KN0321
 KN0321_MARKER: DB = BENCH MARK DISK
 KN0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0321_STAMPING: H 55 1934
 KN0321_MARK LOGO: CGS
 KN0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0321+STABILITY: SURFACE MOTION
 KN0321
 KN0321  HISTORY     - Date     Condition        Report By
 KN0321  HISTORY     - 1934     MONUMENTED       CGS
 KN0321
 KN0321                          STATION DESCRIPTION
 KN0321
 KN0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0321'6.8 MI S FROM SANTAQUIN.
 KN0321'IN JUAB COUNTY, ABOUT 6.8 MILES SOUTH ALONG THE LOS ANGELES AND SALT
 KN0321'LAKE RAILROAD FROM THE STATION AT SANTAQUIN, UTAH COUNTY, AT MILEPOST
 KN0321'724, ABOUT 100 FEET SOUTHEAST OF THE TRACK, AND AT THE RIGHT-OF-WAY
 KN0321'LINE.  A STANDARD DISK, STAMPED H 55 1934 AND SET IN THE TOP OF A
 KN0321'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0179 ***********************************************************************
 HO0179  DESIGNATION -  H 55
 HO0179  PID         -  HO0179
 HO0179  STATE/COUNTY-  UT/IRON
 HO0179  COUNTRY     -  US
 HO0179  USGS QUAD   -  COTTONWOOD MOUNTAIN (2017)
 HO0179
 HO0179                         *CURRENT SURVEY CONTROL
 HO0179  ______________________________________________________________________
 HO0179* NAD 83(1986) POSITION- 37 53 53.     (N) 112 40 55.     (W)   SCALED
 HO0179* NAVD 88 ORTHO HEIGHT -  2171.332 (meters)     7123.78  (feet) ADJUSTED
 HO0179  ______________________________________________________________________
 HO0179  GEOID HEIGHT    -        -20.362 (meters)                     GEOID18
 HO0179  DYNAMIC HEIGHT  -       2168.689 (meters)     7115.11  (feet) COMP
 HO0179  MODELED GRAVITY -    979,334.6   (mgal)                       NAVD 88
 HO0179
 HO0179  VERT ORDER      -  SECOND    CLASS 0
 HO0179
 HO0179.The horizontal coordinates were scaled from a map and have
 HO0179.an estimated accuracy of +/- 6 seconds.
 HO0179
 HO0179.The orthometric height was determined by differential leveling and
 HO0179.adjusted by the NATIONAL GEODETIC SURVEY
 HO0179.in June 1991.
 HO0179
 HO0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0179.GEOID18 height accuracy estimate available here.
 HO0179
 HO0179.Click photographs - Photos may exist for this station.
 HO0179
 HO0179.The dynamic height is computed by dividing the NAVD 88
 HO0179.geopotential number by the normal gravity value computed on the
 HO0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0179.degrees latitude (g = 980.6199 gals.).
 HO0179
 HO0179.The modeled gravity was interpolated from observed gravity values.
 HO0179
 HO0179;                    North         East    Units  Estimated Accuracy
 HO0179;SPC UT S     - 3,137,320.      396,050.      MT  (+/- 180 meters Scaled)
 HO0179
 HO0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG521958(NAD 83)
 HO0179
 HO0179                          SUPERSEDED SURVEY CONTROL
 HO0179
 HO0179  NGVD 29 (??/??/92) 2170.077  (m)         7119.66   (f) ADJ UNCH    2 0
 HO0179
 HO0179.Superseded values are not recommended for survey control.
 HO0179
 HO0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0179.See file dsdata.pdf to determine how the superseded data were derived.
 HO0179
 HO0179_MARKER: DB = BENCH MARK DISK
 HO0179_SETTING: 80 = SET IN A BOULDER
 HO0179_STAMPING: 7120 H 55 1931
 HO0179_MARK LOGO: USGS
 HO0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0179+STABILITY: SURFACE MOTION
 HO0179
 HO0179  HISTORY     - Date     Condition        Report By
 HO0179  HISTORY     - 1931     MONUMENTED       USGS
 HO0179
 HO0179                          STATION DESCRIPTION
 HO0179
 HO0179'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HO0179'6.4 MI NE FROM PARAGONAH.
 HO0179'ABOUT 6.4 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM PARAGONAH, IRON
 HO0179'COUNTY, 12 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND IN A
 HO0179'LARGE BLACK BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HO0179'STAMPED 7120 H 55 1931.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0180 ***********************************************************************
 HO0180  DESIGNATION -  H 56
 HO0180  PID         -  HO0180
 HO0180  STATE/COUNTY-  UT/IRON
 HO0180  COUNTRY     -  US
 HO0180  USGS QUAD   -  COTTONWOOD MOUNTAIN (2017)
 HO0180
 HO0180                         *CURRENT SURVEY CONTROL
 HO0180  ______________________________________________________________________
 HO0180* NAD 83(1986) POSITION- 37 54 17.     (N) 112 44 07.     (W)   SCALED
 HO0180* NAVD 88 ORTHO HEIGHT -  1903.408 (meters)     6244.76  (feet) ADJUSTED
 HO0180  ______________________________________________________________________
 HO0180  GEOID HEIGHT    -        -20.593 (meters)                     GEOID18
 HO0180  DYNAMIC HEIGHT  -       1901.169 (meters)     6237.42  (feet) COMP
 HO0180  MODELED GRAVITY -    979,385.4   (mgal)                       NAVD 88
 HO0180
 HO0180  VERT ORDER      -  SECOND    CLASS 0
 HO0180
 HO0180.The horizontal coordinates were scaled from a map and have
 HO0180.an estimated accuracy of +/- 6 seconds.
 HO0180
 HO0180.The orthometric height was determined by differential leveling and
 HO0180.adjusted by the NATIONAL GEODETIC SURVEY
 HO0180.in June 1991.
 HO0180
 HO0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0180.GEOID18 height accuracy estimate available here.
 HO0180
 HO0180.Click photographs - Photos may exist for this station.
 HO0180
 HO0180.The dynamic height is computed by dividing the NAVD 88
 HO0180.geopotential number by the normal gravity value computed on the
 HO0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0180.degrees latitude (g = 980.6199 gals.).
 HO0180
 HO0180.The modeled gravity was interpolated from observed gravity values.
 HO0180
 HO0180;                    North         East    Units  Estimated Accuracy
 HO0180;SPC UT S     - 3,138,120.      391,370.      MT  (+/- 180 meters Scaled)
 HO0180
 HO0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG474966(NAD 83)
 HO0180
 HO0180                          SUPERSEDED SURVEY CONTROL
 HO0180
 HO0180  NGVD 29 (??/??/92) 1902.229  (m)         6240.90   (f) ADJ UNCH    2 0
 HO0180
 HO0180.Superseded values are not recommended for survey control.
 HO0180
 HO0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0180.See file dsdata.pdf to determine how the superseded data were derived.
 HO0180
 HO0180_MARKER: DB = BENCH MARK DISK
 HO0180_SETTING: 80 = SET IN A BOULDER
 HO0180_STAMPING: 6241 H 56 1931
 HO0180_MARK LOGO: USGS
 HO0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0180+STABILITY: SURFACE MOTION
 HO0180
 HO0180  HISTORY     - Date     Condition        Report By
 HO0180  HISTORY     - 1931     MONUMENTED       USGS
 HO0180
 HO0180                          STATION DESCRIPTION
 HO0180
 HO0180'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HO0180'3.2 MI NE FROM PARAGONAH.
 HO0180'ABOUT 3.2 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM PARAGONAH, IRON
 HO0180'COUNTY, ABOUT 2,400 FEET WEST OF A SMALL WOODEN BRIDGE, 45 FEET SOUTH
 HO0180'OF THE SOUTH BANK OF LITTLE CREEK, 20 FEET NORTH OF THE CENTER LINE OF
 HO0180'THE HIGHWAY, AND IN THE TOP OF A PROMINENT BOULDER ABOUT FLUSH WITH
 HO0180'THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 HO0180'6241 H 56 1931.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0505 ***********************************************************************
 LO0505  DESIGNATION -  H 56
 LO0505  PID         -  LO0505
 LO0505  STATE/COUNTY-  UT/UTAH
 LO0505  COUNTRY     -  US
 LO0505  USGS QUAD   -  JORDAN NARROWS (2017)
 LO0505
 LO0505                         *CURRENT SURVEY CONTROL
 LO0505  ______________________________________________________________________
 LO0505* NAD 83(1986) POSITION- 40 25 09.     (N) 111 52 39.     (W)   SCALED
 LO0505* NAVD 88 ORTHO HEIGHT -  1393.903 (meters)     4573.16  (feet) ADJUSTED
 LO0505  ______________________________________________________________________
 LO0505  GEOID HEIGHT    -        -17.243 (meters)                     GEOID18
 LO0505  DYNAMIC HEIGHT  -       1392.716 (meters)     4569.27  (feet) COMP
 LO0505  MODELED GRAVITY -    979,725.7   (mgal)                       NAVD 88
 LO0505
 LO0505  VERT ORDER      -  SECOND    CLASS 0
 LO0505
 LO0505.The horizontal coordinates were scaled from a map and have
 LO0505.an estimated accuracy of +/- 6 seconds.
 LO0505
 LO0505.The orthometric height was determined by differential leveling and
 LO0505.adjusted by the NATIONAL GEODETIC SURVEY
 LO0505.in June 1991.
 LO0505
 LO0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0505.GEOID18 height accuracy estimate available here.
 LO0505
 LO0505.Click photographs - Photos may exist for this station.
 LO0505
 LO0505.The dynamic height is computed by dividing the NAVD 88
 LO0505.geopotential number by the normal gravity value computed on the
 LO0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0505.degrees latitude (g = 980.6199 gals.).
 LO0505
 LO0505.The modeled gravity was interpolated from observed gravity values.
 LO0505
 LO0505;                    North         East    Units  Estimated Accuracy
 LO0505;SPC UT C     - 2,231,640.      467,960.      MT  (+/- 180 meters Scaled)
 LO0505
 LO0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK255746(NAD 83)
 LO0505
 LO0505                          SUPERSEDED SURVEY CONTROL
 LO0505
 LO0505  NGVD 29 (??/??/92) 1392.886  (m)         4569.83   (f) ADJ UNCH    2 0
 LO0505
 LO0505.Superseded values are not recommended for survey control.
 LO0505
 LO0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0505.See file dsdata.pdf to determine how the superseded data were derived.
 LO0505
 LO0505_MARKER: DB = BENCH MARK DISK
 LO0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0505_STAMPING: H 56 1934
 LO0505_MARK LOGO: CGS
 LO0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0505+STABILITY: SURFACE MOTION
 LO0505
 LO0505  HISTORY     - Date     Condition        Report By
 LO0505  HISTORY     - 1934     MONUMENTED       CGS
 LO0505  HISTORY     - 1990     MARK NOT FOUND   USGS
 LO0505
 LO0505                          STATION DESCRIPTION
 LO0505
 LO0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0505'3.7 MI NW FROM LEHI.
 LO0505'3.7 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM LEHI, UTAH
 LO0505'COUNTY, ABOUT 0.7 MILE WEST OF THE POINT WHERE THE BRANCH-LINE TRACK
 LO0505'LEADING TO TOPLIFF LEAVES THE MAIN-LINE TRACK LEADING TO SALT LAKE
 LO0505'CITY, AT MILEPOST 1, AT THE CROSSING OF U.S. HIGHWAY 50 AND 91, 35
 LO0505'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 25 FEET NORTH OF THE
 LO0505'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED H 56 1934 AND SET
 LO0505'IN THE TOP OF A CONCRETE POST.
 LO0505
 LO0505                          STATION RECOVERY (1990)
 LO0505
 LO0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (JLD)
 LO0505'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0135 ***********************************************************************
 HO0135  DESIGNATION -  H 57
 HO0135  PID         -  HO0135
 HO0135  STATE/COUNTY-  UT/KANE
 HO0135  COUNTRY     -  US
 HO0135  USGS QUAD   -  MOUNT CARMEL (2017)
 HO0135
 HO0135                         *CURRENT SURVEY CONTROL
 HO0135  ______________________________________________________________________
 HO0135* NAD 83(1986) POSITION- 37 13 19.     (N) 112 40 53.     (W)   SCALED
 HO0135* NAVD 88 ORTHO HEIGHT -  1583.606 (meters)     5195.55  (feet) ADJUSTED
 HO0135  ______________________________________________________________________
 HO0135  GEOID HEIGHT    -        -21.842 (meters)                     GEOID18
 HO0135  DYNAMIC HEIGHT  -       1581.761 (meters)     5189.49  (feet) COMP
 HO0135  MODELED GRAVITY -    979,410.2   (mgal)                       NAVD 88
 HO0135
 HO0135  VERT ORDER      -  FIRST     CLASS II
 HO0135
 HO0135.The horizontal coordinates were scaled from a map and have
 HO0135.an estimated accuracy of +/- 6 seconds.
 HO0135
 HO0135.The orthometric height was determined by differential leveling and
 HO0135.adjusted by the NATIONAL GEODETIC SURVEY
 HO0135.in April 2014.
 HO0135
 HO0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0135.GEOID18 height accuracy estimate available here.
 HO0135
 HO0135.Click photographs - Photos may exist for this station.
 HO0135
 HO0135.The dynamic height is computed by dividing the NAVD 88
 HO0135.geopotential number by the normal gravity value computed on the
 HO0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0135.degrees latitude (g = 980.6199 gals.).
 HO0135
 HO0135.The modeled gravity was interpolated from observed gravity values.
 HO0135
 HO0135;                    North         East    Units  Estimated Accuracy
 HO0135;SPC UT S     - 3,062,290.      395,150.      MT  (+/- 180 meters Scaled)
 HO0135
 HO0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG508208(NAD 83)
 HO0135
 HO0135                          SUPERSEDED SURVEY CONTROL
 HO0135
 HO0135  NAVD 88 (??/??/92) 1583.624  (m)         5195.61   (f) SUPERSEDED  3 0
 HO0135  NGVD 29 (??/??/92) 1582.601  (m)         5192.25   (f) ADJ UNCH    1 2
 HO0135
 HO0135.Superseded values are not recommended for survey control.
 HO0135
 HO0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0135.See file dsdata.pdf to determine how the superseded data were derived.
 HO0135
 HO0135_MARKER: DB = BENCH MARK DISK
 HO0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HO0135_SP_SET: ABUTMENT
 HO0135_STAMPING: H 57 1934
 HO0135_MARK LOGO: CGS
 HO0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0135
 HO0135  HISTORY     - Date     Condition        Report By
 HO0135  HISTORY     - 1934     MONUMENTED       CGS
 HO0135  HISTORY     - 1980     MARK NOT FOUND   USGS
 HO0135  HISTORY     - 1983     MARK NOT FOUND   NGS
 HO0135
 HO0135                          STATION DESCRIPTION
 HO0135
 HO0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0135'17.0 MI NE FROM KANAB.
 HO0135'17.0 MILES NORTHEAST ALONG U.S. HIGHWAY 89 FROM KANAB, KANE COUNTY,
 HO0135'0.2 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 15 AT MOUNT CARMEL
 HO0135'JUNCTION, AT THE CONCRETE BRIDGE OVER VIRGIN RIVER, IN THE TOP OF THE
 HO0135'SOUTH CONCRETE ABUTMENT, 5 FEET WEST OF THE END, AND 20 FEET EAST OF
 HO0135'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 57 1934.
 HO0135
 HO0135                          STATION RECOVERY (1980)
 HO0135
 HO0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HO0135'MARK NOT FOUND.
 HO0135
 HO0135                          STATION RECOVERY (1983)
 HO0135
 HO0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0135'NOT RECOVERED.  DESCRIBED BRIDGE TORN OUT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0182 ***********************************************************************
 HO0182  DESIGNATION -  H 57
 HO0182  PID         -  HO0182
 HO0182  STATE/COUNTY-  UT/IRON
 HO0182  COUNTRY     -  US
 HO0182  USGS QUAD   -  PARAGONAH (2017)
 HO0182
 HO0182                         *CURRENT SURVEY CONTROL
 HO0182  ______________________________________________________________________
 HO0182* NAD 83(1986) POSITION- 37 53 17.     (N) 112 46 10.     (W)   SCALED
 HO0182* NAVD 88 ORTHO HEIGHT -  1798.635 (meters)     5901.02  (feet) ADJUSTED
 HO0182  ______________________________________________________________________
 HO0182  GEOID HEIGHT    -        -20.744 (meters)                     GEOID18
 HO0182  DYNAMIC HEIGHT  -       1796.539 (meters)     5894.15  (feet) COMP
 HO0182  MODELED GRAVITY -    979,400.8   (mgal)                       NAVD 88
 HO0182
 HO0182  VERT ORDER      -  SECOND    CLASS 0
 HO0182
 HO0182.The horizontal coordinates were scaled from a map and have
 HO0182.an estimated accuracy of +/- 6 seconds.
 HO0182
 HO0182.The orthometric height was determined by differential leveling and
 HO0182.adjusted by the NATIONAL GEODETIC SURVEY
 HO0182.in June 1991.
 HO0182
 HO0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0182.GEOID18 height accuracy estimate available here.
 HO0182
 HO0182.Click photographs - Photos may exist for this station.
 HO0182
 HO0182.The dynamic height is computed by dividing the NAVD 88
 HO0182.geopotential number by the normal gravity value computed on the
 HO0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0182.degrees latitude (g = 980.6199 gals.).
 HO0182
 HO0182.The modeled gravity was interpolated from observed gravity values.
 HO0182
 HO0182;                    North         East    Units  Estimated Accuracy
 HO0182;SPC UT S     - 3,136,310.      388,340.      MT  (+/- 180 meters Scaled)
 HO0182
 HO0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG444948(NAD 83)
 HO0182
 HO0182                          SUPERSEDED SURVEY CONTROL
 HO0182
 HO0182  NGVD 29 (??/??/92) 1797.47   (m)         5897.2    (f) COMPUTED    2 0
 HO0182
 HO0182.Superseded values are not recommended for survey control.
 HO0182
 HO0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0182.See file dsdata.pdf to determine how the superseded data were derived.
 HO0182
 HO0182_MARKER: DB = BENCH MARK DISK
 HO0182_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HO0182_SP_SET: STEP
 HO0182_STAMPING: 5897 H 57 1931
 HO0182_MARK LOGO: USGS
 HO0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0182
 HO0182  HISTORY     - Date     Condition        Report By
 HO0182  HISTORY     - 1931     MONUMENTED       USGS
 HO0182  HISTORY     - 20101209 MARK NOT FOUND   GEOCAC
 HO0182
 HO0182                          STATION DESCRIPTION
 HO0182
 HO0182'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HO0182'IN PARAGONAH.
 HO0182'AT PARAGONAH, IRON COUNTY, AT THE FRONT ENTRANCE TO THE PARAGONAH HIGH
 HO0182'SCHOOL, 8 FEET WEST OF THE WEST FACE OF THE BUILDING, AND IN AN ANGLE
 HO0182'OF THE CONCRETE STEPS.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HO0182'DISK, STAMPED 5897 H 57 1931.
 HO0182
 HO0182                          STATION RECOVERY (2010)
 HO0182
 HO0182'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HO0182'THE SCHOOL BUILDING AT THIS LOCATION HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0255 ***********************************************************************
 HO0255  DESIGNATION -  H 58
 HO0255  PID         -  HO0255
 HO0255  STATE/COUNTY-  UT/WASHINGTON
 HO0255  COUNTRY     -  US
 HO0255  USGS QUAD   -  SANTA CLARA (2017)
 HO0255
 HO0255                         *CURRENT SURVEY CONTROL
 HO0255  ______________________________________________________________________
 HO0255* NAD 83(1986) POSITION- 37 10 38.70   (N) 113 43 00.80   (W)   HD_HELD1
 HO0255* NAVD 88 ORTHO HEIGHT -   946.022 (meters)     3103.74  (feet) ADJUSTED
 HO0255  ______________________________________________________________________
 HO0255  GEOID HEIGHT    -        -24.430 (meters)                     GEOID18
 HO0255  DYNAMIC HEIGHT  -        945.058 (meters)     3100.58  (feet) COMP
 HO0255  MODELED GRAVITY -    979,580.7   (mgal)                       NAVD 88
 HO0255
 HO0255  VERT ORDER      -  FIRST     CLASS II
 HO0255
 HO0255.The horizontal coordinates were determined by differentially corrected
 HO0255.hand held GPS observations or other comparable positioning techniques
 HO0255.and have an estimated accuracy of +/- 3 meters.
 HO0255
 HO0255.The orthometric height was determined by differential leveling and
 HO0255.adjusted by the NATIONAL GEODETIC SURVEY
 HO0255.in June 1991.
 HO0255
 HO0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0255.GEOID18 height accuracy estimate available here.
 HO0255
 HO0255.Click photographs - Photos may exist for this station.
 HO0255
 HO0255.The dynamic height is computed by dividing the NAVD 88
 HO0255.geopotential number by the normal gravity value computed on the
 HO0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0255.degrees latitude (g = 980.6199 gals.).
 HO0255
 HO0255.The modeled gravity was interpolated from observed gravity values.
 HO0255
 HO0255;                    North         East    Units  Estimated Accuracy
 HO0255;SPC UT S     - 3,059,018.3     303,147.5     MT  (+/- 3 meters HH1 GPS) 
 HO0255
 HO0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG5880018011(NAD 83)
 HO0255
 HO0255                          SUPERSEDED SURVEY CONTROL
 HO0255
 HO0255  NGVD 29 (??/??/92)  945.154  (m)         3100.89   (f) ADJ UNCH    1 2
 HO0255
 HO0255.Superseded values are not recommended for survey control.
 HO0255
 HO0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0255.See file dsdata.pdf to determine how the superseded data were derived.
 HO0255
 HO0255_MARKER: DB = BENCH MARK DISK
 HO0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0255_STAMPING: H 58 1934
 HO0255_MARK LOGO: CGS
 HO0255_PROJECTION: PROJECTING 25 CENTIMETERS
 HO0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0255+STABILITY: SURFACE MOTION
 HO0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0255+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2012
 HO0255
 HO0255  HISTORY     - Date     Condition        Report By
 HO0255  HISTORY     - 1934     MONUMENTED       CGS
 HO0255  HISTORY     - 1982     GOOD             NGS
 HO0255  HISTORY     - 20030201 GOOD             NGS
 HO0255  HISTORY     - 20120112 GOOD             GEOCAC
 HO0255
 HO0255                          STATION DESCRIPTION
 HO0255
 HO0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0255'9.6 MI W FROM ST GEORGE.
 HO0255'9.6 MI WEST ALONG US HWY NO. 91.  ON US HWY NO. 91.  AT THE TOP OF A
 HO0255'SMALL HILL, 300 FEET WEST OF A FENCE CORNER AND A SECONDARY ROAD TO
 HO0255'THE NORTH.  50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 5 FEET
 HO0255'SOUTH OF THE FENCE LINE.
 HO0255
 HO0255                          STATION RECOVERY (1982)
 HO0255
 HO0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0255'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 HO0255'7.9 KM (4.9 MI) WEST ALONG OLD US HIGHWAY 91 FROM THE CHURCH OF LATTER
 HO0255'DAY SAINTS IN SANTA CLARA, 0.5 KM (0.3 MI) NORTHWEST OF THE CROSSING
 HO0255'OF THE SANTA CLARA RIVER, 0.1 KM (0.05 MI) NORTHWEST OF THE Y JUNCTION
 HO0255'OF A DIRT ROAD LEADING NORTH TO IVINS RESEVOIR, 14.6 METERS (48 FT)
 HO0255'NORTHEAST OF THE HIGHWAY CENTERLINE, 33.7 METERS (110.5 FT) NORTH
 HO0255'ACROSS THE HIGHWAY FROM THE NORTHWEST GATE POST FOR A WIRE GATE, 16.9
 HO0255'METERS (56.5 FT) NORTHWEST OF THE FIRST POWER POLE NORTHWEST OF THE
 HO0255'DIRT ROAD, 1.3 METERS (4.5 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 HO0255'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 HO0255'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 HO0255
 HO0255                          STATION RECOVERY (2003)
 HO0255
 HO0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 HO0255'RECOVERED IN GOOD CONDITION.
 HO0255
 HO0255                          STATION RECOVERY (2012)
 HO0255
 HO0255'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 HO0255'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0426 ***********************************************************************
 MS0426  DESIGNATION -  H 59
 MS0426  PID         -  MS0426
 MS0426  STATE/COUNTY-  UT/BOX ELDER
 MS0426  COUNTRY     -  US
 MS0426  USGS QUAD   -  TOMS CABIN SPRING (2017)
 MS0426
 MS0426                         *CURRENT SURVEY CONTROL
 MS0426  ______________________________________________________________________
 MS0426* NAD 83(1986) POSITION- 41 33 22.     (N) 113 54 25.     (W)   SCALED
 MS0426* NAVD 88 ORTHO HEIGHT -  1509.491 (meters)     4952.39  (feet) ADJUSTED
 MS0426  ______________________________________________________________________
 MS0426  GEOID HEIGHT    -        -16.243 (meters)                     GEOID18
 MS0426  DYNAMIC HEIGHT  -       1508.354 (meters)     4948.66  (feet) COMP
 MS0426  MODELED GRAVITY -    979,817.4   (mgal)                       NAVD 88
 MS0426
 MS0426  VERT ORDER      -  FIRST     CLASS II
 MS0426
 MS0426.The horizontal coordinates were scaled from a map and have
 MS0426.an estimated accuracy of +/- 6 seconds.
 MS0426
 MS0426.The orthometric height was determined by differential leveling and
 MS0426.adjusted by the NATIONAL GEODETIC SURVEY
 MS0426.in June 1991.
 MS0426
 MS0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0426.GEOID18 height accuracy estimate available here.
 MS0426
 MS0426.Click photographs - Photos may exist for this station.
 MS0426
 MS0426.The dynamic height is computed by dividing the NAVD 88
 MS0426.geopotential number by the normal gravity value computed on the
 MS0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0426.degrees latitude (g = 980.6199 gals.).
 MS0426
 MS0426.The modeled gravity was interpolated from observed gravity values.
 MS0426
 MS0426;                    North         East    Units  Estimated Accuracy
 MS0426;SPC UT N     - 1,138,570.      299,230.      MT  (+/- 180 meters Scaled)
 MS0426
 MS0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM575045(NAD 83)
 MS0426
 MS0426                          SUPERSEDED SURVEY CONTROL
 MS0426
 MS0426  NGVD 29 (??/??/92) 1508.382  (m)         4948.75   (f) ADJ UNCH    1 2
 MS0426
 MS0426.Superseded values are not recommended for survey control.
 MS0426
 MS0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0426.See file dsdata.pdf to determine how the superseded data were derived.
 MS0426
 MS0426_MARKER: DB = BENCH MARK DISK
 MS0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0426_STAMPING: H 59 1934
 MS0426_MARK LOGO: CGS
 MS0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0426+STABILITY: SURFACE MOTION
 MS0426
 MS0426  HISTORY     - Date     Condition        Report By
 MS0426  HISTORY     - 1934     MONUMENTED       CGS
 MS0426
 MS0426                          STATION DESCRIPTION
 MS0426
 MS0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0426'11.0 MI S FROM GROUSE CREEK.
 MS0426'11 MILES SOUTH ALONG GROUSE CREEK ROAD FROM THE PUBLIC SCHOOL AT
 MS0426'GROUSE CREEK, BOX ELDER COUNTY, 1 MILE EAST OF THE W. J. KIMBER RANCH
 MS0426'HOUSE, 740 FEET SOUTH OF AN OLD ABANDONED WELL, 230 FEET NORTH OF THE
 MS0426'SOUTHEAST CORNER OF A FENCE, 219 FEET WEST OF THE BASE OF A HILL
 MS0426'RUNNING NORTH AND SOUTH, 39 FEET SOUTHWEST OF A POLE, 39 FEET WEST OF
 MS0426'THE CENTERLINE OF THE ROAD, AND 1.5 FEET EAST OF A WIRE FENCE.  A
 MS0426'STANDARD DISK, STAMPED H 59 1934 AND SET IN THE TOP OF A CONCRETE
 MS0426'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0184 ***********************************************************************
 HO0184  DESIGNATION -  H 59
 HO0184  PID         -  HO0184
 HO0184  STATE/COUNTY-  UT/IRON
 HO0184  COUNTRY     -  US
 HO0184  USGS QUAD   -  PAROWAN (2017)
 HO0184
 HO0184                         *CURRENT SURVEY CONTROL
 HO0184  ______________________________________________________________________
 HO0184* NAD 83(1986) POSITION- 37 50 42.9    (N) 112 49 40.9    (W)   HD_HELD2
 HO0184* NAVD 88 ORTHO HEIGHT -  1827.024 (meters)     5994.16  (feet) ADJUSTED
 HO0184  ______________________________________________________________________
 HO0184  GEOID HEIGHT    -        -20.841 (meters)                     GEOID18
 HO0184  DYNAMIC HEIGHT  -       1824.881 (meters)     5987.13  (feet) COMP
 HO0184  MODELED GRAVITY -    979,392.2   (mgal)                       NAVD 88
 HO0184
 HO0184  VERT ORDER      -  SECOND    CLASS 0
 HO0184
 HO0184.The horizontal coordinates were established by autonomous hand held GPS
 HO0184.observations and have an estimated accuracy of +/- 10 meters.
 HO0184
 HO0184.The orthometric height was determined by differential leveling and
 HO0184.adjusted by the NATIONAL GEODETIC SURVEY
 HO0184.in June 1991.
 HO0184
 HO0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0184.GEOID18 height accuracy estimate available here.
 HO0184
 HO0184.Click photographs - Photos may exist for this station.
 HO0184
 HO0184.The dynamic height is computed by dividing the NAVD 88
 HO0184.geopotential number by the normal gravity value computed on the
 HO0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0184.degrees latitude (g = 980.6199 gals.).
 HO0184
 HO0184.The modeled gravity was interpolated from observed gravity values.
 HO0184
 HO0184;                    North         East    Units  Estimated Accuracy
 HO0184;SPC UT S     - 3,131,633.      383,121.      MT  (+/- 10 meters HH2 GPS)
 HO0184
 HO0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG3916090219(NAD 83)
 HO0184
 HO0184                          SUPERSEDED SURVEY CONTROL
 HO0184
 HO0184  NGVD 29 (??/??/92) 1825.848  (m)         5990.30   (f) ADJ UNCH    2 0
 HO0184
 HO0184.Superseded values are not recommended for survey control.
 HO0184
 HO0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0184.See file dsdata.pdf to determine how the superseded data were derived.
 HO0184
 HO0184_MARKER: DB = BENCH MARK DISK
 HO0184_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HO0184_SP_SET: STEP
 HO0184_STAMPING: 5989.8 H 59 1931
 HO0184_MARK LOGO: USGS
 HO0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0184
 HO0184  HISTORY     - Date     Condition        Report By
 HO0184  HISTORY     - 1931     MONUMENTED       USGS
 HO0184  HISTORY     - 20120213 GOOD             GEOCAC
 HO0184
 HO0184                          STATION DESCRIPTION
 HO0184
 HO0184'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HO0184'IN PAROWAN.
 HO0184'AT PAROWAN, IRON COUNTY, ON U.S. HIGHWAY 91, AT THE HIGH SCHOOL, 7-1/2
 HO0184'FEET NORTH OF THE CENTER OF THE FRONT ENTRANCE, IN THE WEST END OF THE
 HO0184'LOWER STONE STEP, AND 1 FOOT FROM THE FACE OF THE BUILDING.  A UNITED
 HO0184'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5989.8 H 59 1931.
 HO0184
 HO0184                          STATION RECOVERY (2012)
 HO0184
 HO0184'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 HO0184'THE ACCURACY OF THIS BENCHMARK IS QUESTIONABLE.
 HO0184'THE FRONT STEPS OF THE HIGH SCHOOL HAVE BEEN REPLACED BY A SLOPING
 HO0184'CONCRETE ADA ACCESS RAMP. THE DISK APPEARS TO HAVE BEEN RESET IN THE
 HO0184'NEW CONCRETE, RAISING IT APPROXIMATELY SEVEN INCHES FROM ITS ORIGINAL
 HO0184'POSITION.
 HO0184'HORIZONTAL LOCATION APPEARS TO CONFORM TO THE DESCRIPTION.
 HO0184'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0013 ***********************************************************************
 LP0013  DESIGNATION -  H 59
 LP0013  PID         -  LP0013
 LP0013  STATE/COUNTY-  UT/TOOELE
 LP0013  COUNTRY     -  US
 LP0013  USGS QUAD   -  MILLS JUNCTION (2017)
 LP0013
 LP0013                         *CURRENT SURVEY CONTROL
 LP0013  ______________________________________________________________________
 LP0013* NAD 83(1986) POSITION- 40 39 12.     (N) 112 16 33.     (W)   SCALED
 LP0013* NAVD 88 ORTHO HEIGHT -  1355.938 (meters)     4448.61  (feet) ADJUSTED
 LP0013  ______________________________________________________________________
 LP0013  GEOID HEIGHT    -        -17.348 (meters)                     GEOID18
 LP0013  DYNAMIC HEIGHT  -       1354.880 (meters)     4445.14  (feet) COMP
 LP0013  MODELED GRAVITY -    979,796.8   (mgal)                       NAVD 88
 LP0013
 LP0013  VERT ORDER      -  SECOND    CLASS 0
 LP0013
 LP0013.The horizontal coordinates were scaled from a map and have
 LP0013.an estimated accuracy of +/- 6 seconds.
 LP0013
 LP0013.The orthometric height was determined by differential leveling and
 LP0013.adjusted by the NATIONAL GEODETIC SURVEY
 LP0013.in June 1991.
 LP0013
 LP0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0013.GEOID18 height accuracy estimate available here.
 LP0013
 LP0013.Click photographs - Photos may exist for this station.
 LP0013
 LP0013.The dynamic height is computed by dividing the NAVD 88
 LP0013.geopotential number by the normal gravity value computed on the
 LP0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0013.degrees latitude (g = 980.6199 gals.).
 LP0013
 LP0013.The modeled gravity was interpolated from observed gravity values.
 LP0013
 LP0013;                    North         East    Units  Estimated Accuracy
 LP0013;SPC UT C     - 2,257,860.      434,390.      MT  (+/- 180 meters Scaled)
 LP0013
 LP0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL921010(NAD 83)
 LP0013
 LP0013                          SUPERSEDED SURVEY CONTROL
 LP0013
 LP0013  NGVD 29 (??/??/92) 1354.897  (m)         4445.19   (f) ADJ UNCH    2 0
 LP0013
 LP0013.Superseded values are not recommended for survey control.
 LP0013
 LP0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0013.See file dsdata.pdf to determine how the superseded data were derived.
 LP0013
 LP0013_MARKER: DD = SURVEY DISK
 LP0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0013_STAMPING: H 59 1922
 LP0013_MARK LOGO: USGS
 LP0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0013+STABILITY: SURFACE MOTION
 LP0013
 LP0013  HISTORY     - Date     Condition        Report By
 LP0013  HISTORY     - 1922     MONUMENTED       USGS
 LP0013
 LP0013                          STATION DESCRIPTION
 LP0013
 LP0013'DESCRIBED BY US GEOLOGICAL SURVEY 1922
 LP0013'1.5 MI S FROM MORRIS.
 LP0013'1.5 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM MORRIS, TOOELE
 LP0013'COUNTY, OPPOSITE MILEPOST 759, AND 50 FEET SOUTH OF THE CENTERLINE OF
 LP0013'THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H
 LP0013'59 1922 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0148 ***********************************************************************
 HO0148  DESIGNATION -  H 6
 HO0148  PID         -  HO0148
 HO0148  STATE/COUNTY-  UT/WASHINGTON
 HO0148  COUNTRY     -  US
 HO0148  USGS QUAD   -  SPRINGDALE EAST (2017)
 HO0148
 HO0148                         *CURRENT SURVEY CONTROL
 HO0148  ______________________________________________________________________
 HO0148* NAD 83(1986) POSITION- 37 13 22.20   (N) 112 54 23.19   (W)   HD_HELD1
 HO0148* NAVD 88 ORTHO HEIGHT -  1654.270 (meters)     5427.38  (feet) ADJUSTED
 HO0148  ______________________________________________________________________
 HO0148  GEOID HEIGHT    -        -22.167 (meters)                     GEOID18
 HO0148  DYNAMIC HEIGHT  -       1652.333 (meters)     5421.03  (feet) COMP
 HO0148  MODELED GRAVITY -    979,401.6   (mgal)                       NAVD 88
 HO0148
 HO0148  VERT ORDER      -  FIRST     CLASS II
 HO0148
 HO0148.The horizontal coordinates were determined by differentially corrected
 HO0148.hand held GPS observations or other comparable positioning techniques
 HO0148.and have an estimated accuracy of +/- 3 meters.
 HO0148
 HO0148.The orthometric height was determined by differential leveling and
 HO0148.adjusted by the NATIONAL GEODETIC SURVEY
 HO0148.in June 1991.
 HO0148
 HO0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0148.GEOID18 height accuracy estimate available here.
 HO0148
 HO0148.Click photographs - Photos may exist for this station.
 HO0148
 HO0148.The dynamic height is computed by dividing the NAVD 88
 HO0148.geopotential number by the normal gravity value computed on the
 HO0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0148.degrees latitude (g = 980.6199 gals.).
 HO0148
 HO0148.The modeled gravity was interpolated from observed gravity values.
 HO0148
 HO0148;                    North         East    Units  Estimated Accuracy
 HO0148;SPC UT S     - 3,062,663.9     375,181.4     MT  (+/- 3 meters HH1 GPS) 
 HO0148
 HO0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG3086021295(NAD 83)
 HO0148
 HO0148                          SUPERSEDED SURVEY CONTROL
 HO0148
 HO0148  NGVD 29 (??/??/92) 1653.251  (m)         5424.04   (f) ADJ UNCH    1 2
 HO0148
 HO0148.Superseded values are not recommended for survey control.
 HO0148
 HO0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0148.See file dsdata.pdf to determine how the superseded data were derived.
 HO0148
 HO0148_MARKER: DD = SURVEY DISK
 HO0148_SETTING: 66 = SET IN ROCK OUTCROP
 HO0148_STAMPING: H 6 1931 5424
 HO0148_MARK LOGO: USGS
 HO0148_MAGNETIC: N = NO MAGNETIC MATERIAL
 HO0148_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0148+STABILITY: POSITION/ELEVATION WELL
 HO0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0148+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1988
 HO0148
 HO0148  HISTORY     - Date     Condition        Report By
 HO0148  HISTORY     - 1931     MONUMENTED       USGS
 HO0148  HISTORY     - 1983     GOOD             NGS
 HO0148  HISTORY     - 19880425 GOOD             NGS
 HO0148
 HO0148                          STATION DESCRIPTION
 HO0148
 HO0148'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HO0148'13.3 MI NE FROM ROCKVILLE.
 HO0148'13.3 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM ROCKVILLE, WASHINGTON
 HO0148'COUNTY, 165 FEET EAST OF THE EAST END OF A LARGE ROCK CUT, 100 FEET
 HO0148'WEST OF A 1-FOOT CORRUGATED IRON PIPE CULVERT, 45 FEET EAST OF A
 HO0148'2-FOOT CORRUGATED IRON PIPE CULVERT, 24 FEET SOUTH OF THE CENTERLINE
 HO0148'OF THE HIGHWAY, AND IN THE TOP OF A RED SANDSTONE OUTCROP. A UNITED
 HO0148'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 6 1931 5424.
 HO0148
 HO0148                          STATION RECOVERY (1983)
 HO0148
 HO0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0148'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  16.25 KM
 HO0148'(10.15 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF LATTER DAY
 HO0148'SAINTS IN SPRINGDALE, IN TOP OF AND 1.2 METERS (4 FT) SOUTH OF THE
 HO0148'NORTH AND TOP EDGE OF A MASSIVE SANDSTONE RIDGE, 0.95 KM (0.6 MI) WEST
 HO0148'OF THE WASHINGTON-KANE COUNTY LINE, 6.8 METERS (22.5 FT) SOUTH OF THE
 HO0148'HIGHWAY CENTERLINE, 17.7 METERS (58 FT) SOUTHEAST ACROSS THE HIGHWAY
 HO0148'FROM THE WEST END OF A SMALL ROCK CUT.
 HO0148'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HO0148
 HO0148                          STATION RECOVERY (1988)
 HO0148
 HO0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (DW)
 HO0148'ANOTHER ALIAS IS NN 293. STATION IS IN THE SOUTHEASTERN PART OF ZION
 HO0148'NATIONAL PARK, UTAH. STATION IS 5.3 MI (8.5 KM) ENE OF THE POST OFFICE
 HO0148'IN SPRINGDALE, UTAH.  FROM THE SPRINGDALE POST OFFICE GO NE ON UT
 HO0148'ROUTE 9 (ZION PARK BOULEVARD) .  GO 0.77 MI (1.24 KM) TO SOUTH GATE OF
 HO0148'ZION NATIONAL PARK AND CONTINUE.  GO 1.5 MI (2.4 KM) TO INTERSECTION.
 HO0148'CONTINUE EAST (STRAIGHT) AND GO 7.4 MI (11.9 KM) TO STATION ON RIGHT.
 HO0148'STATION IS 2.95 MI (4.75 KM) WEST OF EAST GATE TO PARK AND 1.55 MI
 HO0148'(2.49 KM) EAST OF EAST SIDE OF THE SMALL TUNNEL.  STATION IS ON TOP OF
 HO0148'A RED SANDSTONE OUTCROP, LEVEL WITH ROAD, 6.8 M (22.3 FT) SOUTH OF
 HO0148'CENTER OF HIGHWAY, 17.7 M (58.1 FT) SE ACROSS THE HIGHWAY FROM THE
 HO0148'WEST END OF A SMALL 34.4 M (112.9 FT) WIDE BY 3 M (9.8 FT) TALL ROCK
 HO0148'CUT AND THE EAST END OF A 13.4 M (44.0 FT) LONG PULL OFF, 44.5 M
 HO0148'(146.0 FT) EAST OF A 2 FT (0.6 M) CORRUGATED IRON CULVERT, AND 52.4 M
 HO0148'(171.9 FT) EAST OF THE EAST END OF LARGE 93 M (305.1 FT) WIDE BY 15 M
 HO0148'(49.2 FT) TALL ROCK CUT.  CHISELED ARROW POINTS NORTH.  THERE IS A
 HO0148'CHISELED AREA FOR METER FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0126 ***********************************************************************
 HO0126  DESIGNATION -  H 6
 HO0126  PID         -  HO0126
 HO0126  STATE/COUNTY-  UT/KANE
 HO0126  COUNTRY     -  US
 HO0126  USGS QUAD   -  KANAB (2017)
 HO0126
 HO0126                         *CURRENT SURVEY CONTROL
 HO0126  ______________________________________________________________________
 HO0126* NAD 83(1986) POSITION- 37 06 54.7    (N) 112 33 37.5    (W)   HD_HELD2
 HO0126* NAVD 88 ORTHO HEIGHT -  1593.724 (meters)     5228.74  (feet) ADJUSTED
 HO0126  ______________________________________________________________________
 HO0126  GEOID HEIGHT    -        -21.919 (meters)                     GEOID18
 HO0126  DYNAMIC HEIGHT  -       1591.884 (meters)     5222.71  (feet) COMP
 HO0126  MODELED GRAVITY -    979,420.4   (mgal)                       NAVD 88
 HO0126
 HO0126  VERT ORDER      -  FIRST     CLASS II
 HO0126
 HO0126.The horizontal coordinates were established by autonomous hand held GPS
 HO0126.observations and have an estimated accuracy of +/- 10 meters.
 HO0126
 HO0126.The orthometric height was determined by differential leveling and
 HO0126.adjusted by the NATIONAL GEODETIC SURVEY
 HO0126.in April 2014.
 HO0126
 HO0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0126.GEOID18 height accuracy estimate available here.
 HO0126
 HO0126.Click photographs - Photos may exist for this station.
 HO0126
 HO0126.The dynamic height is computed by dividing the NAVD 88
 HO0126.geopotential number by the normal gravity value computed on the
 HO0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0126.degrees latitude (g = 980.6199 gals.).
 HO0126
 HO0126.The modeled gravity was interpolated from observed gravity values.
 HO0126
 HO0126;                    North         East    Units  Estimated Accuracy
 HO0126;SPC UT S     - 3,050,314.      405,753.      MT  (+/- 10 meters HH2 GPS)
 HO0126
 HO0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG6136508790(NAD 83)
 HO0126
 HO0126                          SUPERSEDED SURVEY CONTROL
 HO0126
 HO0126  NAVD 88 (??/??/92) 1593.732  (m)         5228.77   (f) SUPERSEDED  3 0
 HO0126  NGVD 29 (??/??/92) 1592.753  (m)         5225.56   (f) ADJ UNCH    1 2
 HO0126
 HO0126.Superseded values are not recommended for survey control.
 HO0126
 HO0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0126.See file dsdata.pdf to determine how the superseded data were derived.
 HO0126
 HO0126_MARKER: DB = BENCH MARK DISK
 HO0126_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HO0126_SP_SET: CULVERT HEADWALL
 HO0126_STAMPING: H 6 5226 1934
 HO0126_MARK LOGO: USGS
 HO0126_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HO0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0126
 HO0126  HISTORY     - Date     Condition        Report By
 HO0126  HISTORY     - 19340130 MONUMENTED       USGS
 HO0126  HISTORY     - 19340205 GOOD             USGS
 HO0126  HISTORY     - 1983     MARK NOT FOUND   NGS
 HO0126
 HO0126                          STATION DESCRIPTION
 HO0126
 HO0126'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 HO0126'5.6 MI NW FROM KANAB.
 HO0126'5.6 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM KANAB, KANE COUNTY, AT
 HO0126'A 3-FOOT CAST IRON PIPE CULVERT, IN THE CENTER OF THE TOP OF THE EAST
 HO0126'CONCRETE HEADWALL, AND 15 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 HO0126'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 6 1934
 HO0126'5226.
 HO0126
 HO0126                          STATION RECOVERY (1934)
 HO0126
 HO0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (EEH)
 HO0126'TO REACH FROM THE KANAB COURTHOUSE TRAVEL 5.5 MI (8.8 KM) NORTHWEST OF
 HO0126'ALONG US HIGHWAY 89.
 HO0126'
 HO0126'THE MARK IS LOCATED 18 FT (5.5 M) NORTHEAST OF THE CENTER OF THE
 HO0126'HIGHWAY AND 200 FT (61.0 M) NORTHWEST OF AN ANGLE IN THE HIGHWAY.
 HO0126'
 HO0126'THE MARK IS A STANDARD US GEOLOGICAL TABLET SET IN THE CENTER HEADWALL
 HO0126'OF A CONCRETE CULVERT.
 HO0126
 HO0126                          STATION RECOVERY (1983)
 HO0126
 HO0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0126'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0185 ***********************************************************************
 HO0185  DESIGNATION -  H 60
 HO0185  PID         -  HO0185
 HO0185  STATE/COUNTY-  UT/IRON
 HO0185  COUNTRY     -  US
 HO0185  USGS QUAD   -  PAROWAN (2017)
 HO0185
 HO0185                         *CURRENT SURVEY CONTROL
 HO0185  ______________________________________________________________________
 HO0185* NAD 83(1986) POSITION- 37 50 14.     (N) 112 49 39.     (W)   SCALED
 HO0185* NAVD 88 ORTHO HEIGHT -  1842.677 (meters)     6045.52  (feet) ADJUSTED
 HO0185  ______________________________________________________________________
 HO0185  GEOID HEIGHT    -        -20.797 (meters)                     GEOID18
 HO0185  DYNAMIC HEIGHT  -       1840.509 (meters)     6038.40  (feet) COMP
 HO0185  MODELED GRAVITY -    979,387.9   (mgal)                       NAVD 88
 HO0185
 HO0185  VERT ORDER      -  SECOND    CLASS 0
 HO0185
 HO0185.The horizontal coordinates were scaled from a map and have
 HO0185.an estimated accuracy of +/- 6 seconds.
 HO0185
 HO0185.The orthometric height was determined by differential leveling and
 HO0185.adjusted by the NATIONAL GEODETIC SURVEY
 HO0185.in June 1991.
 HO0185
 HO0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0185.GEOID18 height accuracy estimate available here.
 HO0185
 HO0185.Click photographs - Photos may exist for this station.
 HO0185
 HO0185.The dynamic height is computed by dividing the NAVD 88
 HO0185.geopotential number by the normal gravity value computed on the
 HO0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0185.degrees latitude (g = 980.6199 gals.).
 HO0185
 HO0185.The modeled gravity was interpolated from observed gravity values.
 HO0185
 HO0185;                    North         East    Units  Estimated Accuracy
 HO0185;SPC UT S     - 3,130,740.      383,160.      MT  (+/- 180 meters Scaled)
 HO0185
 HO0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG391893(NAD 83)
 HO0185
 HO0185                          SUPERSEDED SURVEY CONTROL
 HO0185
 HO0185  NGVD 29 (??/??/92) 1841.500  (m)         6041.65   (f) ADJ UNCH    2 0
 HO0185
 HO0185.Superseded values are not recommended for survey control.
 HO0185
 HO0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0185.See file dsdata.pdf to determine how the superseded data were derived.
 HO0185
 HO0185_MARKER: DD = SURVEY DISK
 HO0185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HO0185_SP_SET: BRIDGE
 HO0185_STAMPING: H 60 1931
 HO0185_MARK LOGO: USGS
 HO0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0185
 HO0185  HISTORY     - Date     Condition        Report By
 HO0185  HISTORY     - 1931     MONUMENTED       USGS
 HO0185
 HO0185                          STATION DESCRIPTION
 HO0185
 HO0185'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HO0185'IN PAROWAN.
 HO0185'AT PAROWAN, IRON COUNTY, ABOUT 0.5 MILE SOUTH OF THE HIGH SCHOOL, ON
 HO0185'U.S. HIGHWAY 91, AT A BRIDGE OVER A CREEK, AND IN THE TOP OF THE
 HO0185'SOUTHEAST ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HO0185'STAMPED H 60 1931.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0270 ***********************************************************************
 MR0270  DESIGNATION -  H 61
 MR0270  PID         -  MR0270
 MR0270  STATE/COUNTY-  UT/RICH
 MR0270  COUNTRY     -  US
 MR0270  USGS QUAD   -  RANDOLPH (2017)
 MR0270
 MR0270                         *CURRENT SURVEY CONTROL
 MR0270  ______________________________________________________________________
 MR0270* NAD 83(1986) POSITION- 41 39 54.     (N) 111 11 04.     (W)   SCALED
 MR0270* NAVD 88 ORTHO HEIGHT -  1918.123 (meters)     6293.04  (feet) ADJUSTED
 MR0270  ______________________________________________________________________
 MR0270  GEOID HEIGHT    -        -14.898 (meters)                     GEOID18
 MR0270  DYNAMIC HEIGHT  -       1916.494 (meters)     6287.70  (feet) COMP
 MR0270  MODELED GRAVITY -    979,705.7   (mgal)                       NAVD 88
 MR0270
 MR0270  VERT ORDER      -  SECOND    CLASS 0
 MR0270
 MR0270.The horizontal coordinates were scaled from a map and have
 MR0270.an estimated accuracy of +/- 6 seconds.
 MR0270
 MR0270.The orthometric height was determined by differential leveling and
 MR0270.adjusted by the NATIONAL GEODETIC SURVEY
 MR0270.in June 1991.
 MR0270
 MR0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0270.GEOID18 height accuracy estimate available here.
 MR0270
 MR0270.Click photographs - Photos may exist for this station.
 MR0270
 MR0270.The dynamic height is computed by dividing the NAVD 88
 MR0270.geopotential number by the normal gravity value computed on the
 MR0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0270.degrees latitude (g = 980.6199 gals.).
 MR0270
 MR0270.The modeled gravity was interpolated from observed gravity values.
 MR0270
 MR0270;                    North         East    Units  Estimated Accuracy
 MR0270;SPC UT N     - 1,147,930.      526,280.      MT  (+/- 180 meters Scaled)
 MR0270
 MR0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM846125(NAD 83)
 MR0270
 MR0270                          SUPERSEDED SURVEY CONTROL
 MR0270
 MR0270  NGVD 29 (??/??/92) 1916.811  (m)         6288.74   (f) ADJ UNCH    2 0
 MR0270
 MR0270.Superseded values are not recommended for survey control.
 MR0270
 MR0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0270.See file dsdata.pdf to determine how the superseded data were derived.
 MR0270
 MR0270_MARKER: DB = BENCH MARK DISK
 MR0270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0270_SP_SET: BUILDING
 MR0270_STAMPING: H-61 1934
 MR0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0270
 MR0270  HISTORY     - Date     Condition        Report By
 MR0270  HISTORY     - 1934     MONUMENTED       CGS
 MR0270  HISTORY     - 20101212 MARK NOT FOUND   GEOCAC
 MR0270
 MR0270                          STATION DESCRIPTION
 MR0270
 MR0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0270'IN RANDOLPH.
 MR0270'VERTICAL BRONZE TABLET SET IN NORTH WALL OF RICH COUNTY COURT HOUSE.
 MR0270'57 FEET EAST OF WORLD WAR MEMORIAL.  24 FEET WEST OF NORTHEAST CORNER
 MR0270'OF BUILDING.  10 FEET EAST OF CENTERLINE OF MAIN ENTRANCE.  4.5 FEET
 MR0270'ABOVE GROUND.
 MR0270
 MR0270                          STATION RECOVERY (2010)
 MR0270
 MR0270'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 MR0270'THIS DISK WAS SEEN IN THE NORTHWEST CORNER STONE, DATED 1941, OF THE
 MR0270'NEW COUNTY COURT HOUSE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0186 ***********************************************************************
 HO0186  DESIGNATION -  H 61
 HO0186  PID         -  HO0186
 HO0186  STATE/COUNTY-  UT/IRON
 HO0186  COUNTRY     -  US
 HO0186  USGS QUAD   -  SUMMIT (2017)
 HO0186
 HO0186                         *CURRENT SURVEY CONTROL
 HO0186  ______________________________________________________________________
 HO0186* NAD 83(1986) POSITION- 37 49 24.     (N) 112 53 32.     (W)   SCALED
 HO0186* NAVD 88 ORTHO HEIGHT -  1809.56  (+/-2cm)     5936.9   (feet) VERTCON3
 HO0186  ______________________________________________________________________
 HO0186  GEOID HEIGHT    -        -21.007 (meters)                     GEOID18
 HO0186  VERT ORDER      -  ? (See Below)
 HO0186
 HO0186.The horizontal coordinates were scaled from a map and have
 HO0186.an estimated accuracy of +/- 6 seconds.
 HO0186
 HO0186.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0186
 HO0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0186.GEOID18 height accuracy estimate available here.
 HO0186
 HO0186.The vertical order pertains to the NGVD 29 superseded value.
 HO0186
 HO0186.Click photographs - Photos may exist for this station.
 HO0186
 HO0186;                    North         East    Units  Estimated Accuracy
 HO0186;SPC UT S     - 3,129,280.      377,440.      MT  (+/- 180 meters Scaled)
 HO0186
 HO0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG334879(NAD 83)
 HO0186
 HO0186                          SUPERSEDED SURVEY CONTROL
 HO0186
 HO0186  NGVD 29 (??/??/92) 1808.385  (m)         5933.01   (f) ADJ UNCH       
 HO0186
 HO0186.Superseded values are not recommended for survey control.
 HO0186
 HO0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0186.See file dsdata.pdf to determine how the superseded data were derived.
 HO0186
 HO0186_MARKER: DD = SURVEY DISK
 HO0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0186_STAMPING: H 61 1931
 HO0186_MARK LOGO: USGS
 HO0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0186+STABILITY: SURFACE MOTION
 HO0186
 HO0186  HISTORY     - Date     Condition        Report By
 HO0186  HISTORY     - 1931     MONUMENTED       USGS
 HO0186
 HO0186                          STATION DESCRIPTION
 HO0186
 HO0186'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HO0186'2.8 MI NE FROM SUMMIT.
 HO0186'ABOUT 2.8 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE
 HO0186'AT SUMMIT, IRON COUNTY, AT A CURVE, AT THE SUMMIT OF A GRADE, 34 FEET
 HO0186'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 8 FEET SOUTH OF A ROW
 HO0186'OF POLES.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H
 HO0186'61 1931 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0271 ***********************************************************************
 MR0271  DESIGNATION -  H 61 RESET
 MR0271  PID         -  MR0271
 MR0271  STATE/COUNTY-  UT/RICH
 MR0271  COUNTRY     -  US
 MR0271  USGS QUAD   -  RANDOLPH (2017)
 MR0271
 MR0271                         *CURRENT SURVEY CONTROL
 MR0271  ______________________________________________________________________
 MR0271* NAD 83(1986) POSITION- 41 39 54.     (N) 111 11 04.     (W)   SCALED
 MR0271* NAVD 88 ORTHO HEIGHT -  1918.12  (+/-2cm)     6293.0   (feet) VERTCON3
 MR0271  ______________________________________________________________________
 MR0271  GEOID HEIGHT    -        -14.898 (meters)                     GEOID18
 MR0271  VERT ORDER      -  THIRD (See Below)
 MR0271
 MR0271.The horizontal coordinates were scaled from a map and have
 MR0271.an estimated accuracy of +/- 6 seconds.
 MR0271
 MR0271.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0271
 MR0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0271.GEOID18 height accuracy estimate available here.
 MR0271
 MR0271.The vertical order pertains to the NGVD 29 superseded value.
 MR0271
 MR0271.Click photographs - Photos may exist for this station.
 MR0271
 MR0271;                    North         East    Units  Estimated Accuracy
 MR0271;SPC UT N     - 1,147,930.      526,280.      MT  (+/- 180 meters Scaled)
 MR0271
 MR0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM846125(NAD 83)
 MR0271
 MR0271                          SUPERSEDED SURVEY CONTROL
 MR0271
 MR0271  NGVD 29 (??/??/??) 1916.81   (m)         6288.7    (f) RESET       3  
 MR0271
 MR0271.Superseded values are not recommended for survey control.
 MR0271
 MR0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0271.See file dsdata.pdf to determine how the superseded data were derived.
 MR0271
 MR0271_MARKER: DB = BENCH MARK DISK
 MR0271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0271_SP_SET: BUILDING
 MR0271_STAMPING: H 61 RESET 1941
 MR0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0271
 MR0271  HISTORY     - Date     Condition        Report By
 MR0271  HISTORY     - 1941     MONUMENTED       CGS
 MR0271  HISTORY     - 1968     GOOD             USGS
 MR0271
 MR0271                          STATION DESCRIPTION
 MR0271
 MR0271'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 MR0271'IN RANDOLPH.
 MR0271'AT THE COUNTY COURTHOUSE, 51.85 FEET NORTHEAST OF THE WORLD WAR I
 MR0271'MEMORIAL, AT THE NORTHWEST CORNER OF THE BUILDING, IN THE NORTH END OF
 MR0271'THE CORNER STONE SCRIBED, ERECTED 1941, ONE FOOT EAST OF THE NORTHWEST
 MR0271'CORNER OF THE STONE, ABOUT 4.1 FEET ABOVE GROUND, AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0187 ***********************************************************************
 HO0187  DESIGNATION -  H 62
 HO0187  PID         -  HO0187
 HO0187  STATE/COUNTY-  UT/IRON
 HO0187  COUNTRY     -  US
 HO0187  USGS QUAD   -  SUMMIT (2017)
 HO0187
 HO0187                         *CURRENT SURVEY CONTROL
 HO0187  ______________________________________________________________________
 HO0187* NAD 83(1986) POSITION- 37 48 16.     (N) 112 55 21.     (W)   SCALED
 HO0187* NAVD 88 ORTHO HEIGHT -  1813.58  (+/-2cm)     5950.1   (feet) VERTCON3
 HO0187  ______________________________________________________________________
 HO0187  GEOID HEIGHT    -        -21.051 (meters)                     GEOID18
 HO0187  VERT ORDER      -  ? (See Below)
 HO0187
 HO0187.The horizontal coordinates were scaled from a map and have
 HO0187.an estimated accuracy of +/- 6 seconds.
 HO0187
 HO0187.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0187
 HO0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0187.GEOID18 height accuracy estimate available here.
 HO0187
 HO0187.The vertical order pertains to the NGVD 29 superseded value.
 HO0187
 HO0187.Click photographs - Photos may exist for this station.
 HO0187
 HO0187;                    North         East    Units  Estimated Accuracy
 HO0187;SPC UT S     - 3,127,230.      374,740.      MT  (+/- 180 meters Scaled)
 HO0187
 HO0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG307858(NAD 83)
 HO0187
 HO0187                          SUPERSEDED SURVEY CONTROL
 HO0187
 HO0187  NGVD 29 (??/??/92) 1812.399  (m)         5946.18   (f) ADJ UNCH       
 HO0187
 HO0187.Superseded values are not recommended for survey control.
 HO0187
 HO0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0187.See file dsdata.pdf to determine how the superseded data were derived.
 HO0187
 HO0187_MARKER: DD = SURVEY DISK
 HO0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0187_STAMPING: H 62 1931
 HO0187_MARK LOGO: USGS
 HO0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0187+STABILITY: SURFACE MOTION
 HO0187
 HO0187  HISTORY     - Date     Condition        Report By
 HO0187  HISTORY     - 1931     MONUMENTED       USGS
 HO0187
 HO0187                          STATION DESCRIPTION
 HO0187
 HO0187'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HO0187'0.4 MI W FROM SUMMIT.
 HO0187'ABOUT 0.4 MILE WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE AT
 HO0187'SUMMIT, IRON COUNTY, ABOUT 150 FEET WEST OF A FORK IN THE ROAD, 53
 HO0187'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 10 FEET NORTH OF
 HO0187'A ROW OF POLES.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HO0187'STAMPED H 62 1931 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0217 ***********************************************************************
 HM0217  DESIGNATION -  H 63
 HM0217  PID         -  HM0217
 HM0217  STATE/COUNTY-  UT/SAN JUAN
 HM0217  COUNTRY     -  US
 HM0217  USGS QUAD   -  HATCH TRADING POST (2017)
 HM0217
 HM0217                         *CURRENT SURVEY CONTROL
 HM0217  ______________________________________________________________________
 HM0217* NAD 83(1986) POSITION- 37 23 29.     (N) 109 13 39.     (W)   SCALED
 HM0217* NAVD 88 ORTHO HEIGHT -  1427.416 (meters)     4683.11  (feet) ADJUSTED
 HM0217  ______________________________________________________________________
 HM0217  GEOID HEIGHT    -        -20.589 (meters)                     GEOID18
 HM0217  DYNAMIC HEIGHT  -       1425.814 (meters)     4677.86  (feet) COMP
 HM0217  MODELED GRAVITY -    979,458.6   (mgal)                       NAVD 88
 HM0217
 HM0217  VERT ORDER      -  FIRST     CLASS II
 HM0217
 HM0217.The horizontal coordinates were scaled from a map and have
 HM0217.an estimated accuracy of +/- 6 seconds.
 HM0217
 HM0217.The orthometric height was determined by differential leveling and
 HM0217.adjusted by the NATIONAL GEODETIC SURVEY
 HM0217.in June 1991.
 HM0217
 HM0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0217.GEOID18 height accuracy estimate available here.
 HM0217
 HM0217.Click photographs - Photos may exist for this station.
 HM0217
 HM0217.The dynamic height is computed by dividing the NAVD 88
 HM0217.geopotential number by the normal gravity value computed on the
 HM0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0217.degrees latitude (g = 980.6199 gals.).
 HM0217
 HM0217.The modeled gravity was interpolated from observed gravity values.
 HM0217
 HM0217;                    North         East    Units  Estimated Accuracy
 HM0217;SPC UT S     - 3,082,880.      701,210.      MT  (+/- 180 meters Scaled)
 HM0217
 HM0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG569397(NAD 83)
 HM0217
 HM0217                          SUPERSEDED SURVEY CONTROL
 HM0217
 HM0217  NGVD 29 (??/??/92) 1426.439  (m)         4679.91   (f) ADJ UNCH    1 2
 HM0217
 HM0217.Superseded values are not recommended for survey control.
 HM0217
 HM0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0217.See file dsdata.pdf to determine how the superseded data were derived.
 HM0217
 HM0217_MARKER: DB = BENCH MARK DISK
 HM0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0217_STAMPING: H 63 1934
 HM0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0217+STABILITY: SURFACE MOTION
 HM0217
 HM0217  HISTORY     - Date     Condition        Report By
 HM0217  HISTORY     - 1934     MONUMENTED       CGS
 HM0217  HISTORY     - 1984     MARK NOT FOUND   NGS
 HM0217
 HM0217                          STATION DESCRIPTION
 HM0217
 HM0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0217'11 MI N FROM BLUFF.
 HM0217'ABOUT 11 MILES NORTH ALONG THE ROAD LEADING TO MONTICELLO FROM BLUFF,
 HM0217'SAN JUAN COUNTY, THENCE ABOUT 15.8 MILES EAST ALONG THE ROAD LEADING
 HM0217'TO CORTEZ, COLORADO, IN THE SOUTHEAST CORNER OF THE YARD OF THE HATCH
 HM0217'TRADING POST, 84 FEET SOUTHEAST OF THE SOUTH CORNER OF THE HATCH
 HM0217'DWELLING, AND 9 FEET NORTH OF THE CENTER LINE OF THE ROAD.  A STANDARD
 HM0217'DISK, STAMPED H 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HM0217
 HM0217                          STATION RECOVERY (1984)
 HM0217
 HM0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0217'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0188 ***********************************************************************
 HO0188  DESIGNATION -  H 63
 HO0188  PID         -  HO0188
 HO0188  STATE/COUNTY-  UT/IRON
 HO0188  COUNTRY     -  US
 HO0188  USGS QUAD   -  SUMMIT (2017)
 HO0188
 HO0188                         *CURRENT SURVEY CONTROL
 HO0188  ______________________________________________________________________
 HO0188* NAD 83(1986) POSITION- 37 46 44.85   (N) 112 59 17.31   (W)   HD_HELD1
 HO0188* NAVD 88 ORTHO HEIGHT -  1771.62  (+/-2cm)     5812.4   (feet) VERTCON3
 HO0188  ______________________________________________________________________
 HO0188  GEOID HEIGHT    -        -21.267 (meters)                     GEOID18
 HO0188  VERT ORDER      -  ? (See Below)
 HO0188
 HO0188.The horizontal coordinates were determined by differentially corrected
 HO0188.hand held GPS observations or other comparable positioning techniques
 HO0188.and have an estimated accuracy of +/- 3 meters.
 HO0188
 HO0188.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0188
 HO0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0188.GEOID18 height accuracy estimate available here.
 HO0188
 HO0188.The vertical order pertains to the NGVD 29 superseded value.
 HO0188
 HO0188.Click photographs - Photos may exist for this station.
 HO0188
 HO0188;                    North         East    Units  Estimated Accuracy
 HO0188;SPC UT S     - 3,124,507.5     368,913.7     MT  (+/- 3 meters HH1 GPS) 
 HO0188
 HO0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG2491583170(NAD 83)
 HO0188
 HO0188                          SUPERSEDED SURVEY CONTROL
 HO0188
 HO0188  NGVD 29 (??/??/92) 1770.464  (m)         5808.60   (f) ADJ UNCH       
 HO0188
 HO0188.Superseded values are not recommended for survey control.
 HO0188
 HO0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0188.See file dsdata.pdf to determine how the superseded data were derived.
 HO0188
 HO0188_MARKER: DD = SURVEY DISK
 HO0188_SETTING: 80 = SET IN A BOULDER
 HO0188_STAMPING: H 63 5809 1931
 HO0188_MARK LOGO: USGS
 HO0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0188+STABILITY: SURFACE MOTION
 HO0188
 HO0188  HISTORY     - Date     Condition        Report By
 HO0188  HISTORY     - 1931     MONUMENTED       USGS
 HO0188
 HO0188                          STATION DESCRIPTION
 HO0188
 HO0188'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HO0188'3.4 MI SW FROM SUMMIT.
 HO0188'ABOUT 3.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE
 HO0188'AT SUMMIT, IRON COUNTY, ABOUT 8.4 MILES NORTHEAST OF THE UNION PACIFIC
 HO0188'RAILROAD STATION AT CEDAR CITY, 68 FEET NORTHWEST OF THE CENTER LINE
 HO0188'OF THE HIGHWAY, 26 FEET SOUTHEAST OF A LONE CEDAR TREE, AND IN A LARGE
 HO0188'FLAT BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HO0188'STAMPED H 63 1931.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3691 ***********************************************************************
 AA3691  CBN         -  This is a Cooperative Base Network Control Station.
 AA3691  DESIGNATION -  H 64
 AA3691  PID         -  AA3691
 AA3691  STATE/COUNTY-  UT/UTAH
 AA3691  COUNTRY     -  US
 AA3691  USGS QUAD   -  SOLDIERS PASS (2017)
 AA3691
 AA3691                         *CURRENT SURVEY CONTROL
 AA3691  ______________________________________________________________________
 AA3691* NAD 83(2011) POSITION- 40 09 41.96567(N) 111 56 57.92693(W)   ADJUSTED
 AA3691* NAD 83(2011) ELLIP HT-  1400.013 (meters)        (06/27/12)   ADJUSTED
 AA3691* NAD 83(2011) EPOCH   -  2010.00
 AA3691* NAVD 88 ORTHO HEIGHT -  1417.6   (meters)     4651.    (feet) GPS OBS
 AA3691  ______________________________________________________________________
 AA3691  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3691  GEOID HEIGHT    -         -17.29 (meters)                     GEOID93
 AA3691  GEOID HEIGHT    -        -17.519 (meters)                     GEOID18
 AA3691  NAD 83(2011) X  - -1,824,915.381 (meters)                     COMP
 AA3691  NAD 83(2011) Y  - -4,528,328.428 (meters)                     COMP
 AA3691  NAD 83(2011) Z  -  4,092,622.548 (meters)                     COMP
 AA3691  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 AA3691
 AA3691  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3691  Standards:
 AA3691         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3691            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3691  -------------------------------------------------------------------
 AA3691  NETWORK    1.14   1.96           0.52   0.39   1.00     -0.16754134
 AA3691  -------------------------------------------------------------------
 AA3691  Click here for local accuracies and other accuracy information.
 AA3691
 AA3691.The horizontal coordinates were established by GPS observations
 AA3691.and adjusted by the National Geodetic Survey in June 2012.
 AA3691
 AA3691.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3691.been affixed to the stable North American tectonic plate. See 
 AA3691.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3691
 AA3691.The horizontal coordinates are valid at the epoch date displayed above
 AA3691.which is a decimal equivalence of Year/Month/Day.
 AA3691
 AA3691.The orthometric height was determined by GPS observations and a
 AA3691.high-resolution geoid model.
 AA3691
 AA3691.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3691.GEOID18 height accuracy estimate available here.
 AA3691
 AA3691.Click photographs - Photos may exist for this station.
 AA3691
 AA3691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3691
 AA3691.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3691
 AA3691.The ellipsoidal height was determined by GPS observations
 AA3691.and is referenced to NAD 83.
 AA3691
 AA3691. The following values were computed from the NAD 83(2011) position.
 AA3691
 AA3691;                    North         East     Units Scale Factor Converg.
 AA3691;SPC UT C     - 2,203,075.671   461,716.007   MT  0.99991504   -0 17 16.4
 AA3691;SPC UT C     - 7,227,924.10  1,514,813.27   sFT  0.99991504   -0 17 16.4
 AA3691;UTM  12      - 4,446,131.888   419,148.244   MT  0.99968047   -0 36 44.5
 AA3691
 AA3691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3691!SPC UT C     -   0.99978042  x   0.99991504  =   0.99969548
 AA3691!UTM  12      -   0.99978042  x   0.99968047  =   0.99946096
 AA3691
 AA3691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1914846131(NAD 83)
 AA3691
 AA3691                          SUPERSEDED SURVEY CONTROL
 AA3691
 AA3691  NAD 83(2007)-  40 09 41.96536(N)    111 56 57.92736(W) AD(2002.00) 0
 AA3691  ELLIP H (02/10/07) 1400.026  (m)                       GP(2002.00)    
 AA3691  ELLIP H (11/14/01) 1400.041  (m)                       GP(       ) 4 2
 AA3691  NAD 83(1994)-  40 09 41.96444(N)    111 56 57.92572(W) AD(       ) B
 AA3691  ELLIP H (04/21/95) 1400.115  (m)                       GP(       ) 4 1
 AA3691
 AA3691.Superseded values are not recommended for survey control.
 AA3691
 AA3691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3691.See file dsdata.pdf to determine how the superseded data were derived.
 AA3691
 AA3691_MARKER: DD = SURVEY DISK
 AA3691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3691_STAMPING: H 64 1923
 AA3691_MARK LOGO: USGS
 AA3691_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3691+STABILITY: SURFACE MOTION
 AA3691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3691+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1993
 AA3691
 AA3691  HISTORY     - Date     Condition        Report By
 AA3691  HISTORY     - 1923     MONUMENTED       USGS
 AA3691  HISTORY     - 19931005 GOOD             NGS
 AA3691
 AA3691                          STATION DESCRIPTION
 AA3691
 AA3691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 AA3691'STATION IS LOCATED ABOUT 32 KM (19.90 MI) SOUTH-SOUTHWEST OF LEHI, 23
 AA3691'KM (14.30 MI) NORTH OF ELBERTA, 25 KM (15.55 MI) NORTH-NORTHWEST OF
 AA3691'SANTAQUIN, ON THE WEST SHORE OF UTAH LAKE, ALONG STATE HIGHWAY 68, AT
 AA3691'MILE 14.6, ON THE INSIDE OF A ROAD CURVE, ACROSS ROAD FROM A DIRT ROAD
 AA3691'WITH A PIPE GATE, IN PASTURE, AT POINT WHERE A POWERLINE JOINS THE
 AA3691'HIGHWAY LEADING NORTHEAST, IN CENTRAL SECTION 33, T 7 S, R 1 W.
 AA3691'OWNERSHIP-UNKNOWN. TO REACH FROM UNDERPASS AT THE JUNCTION OF
 AA3691'INTERSTATE HIGHWAY 15 AND US HIGHWAY 6 WEST (EXIT 248) AT SANTAQUIN,
 AA3691'GO WEST ON HIGHWAY 6 THROUGH TOWN FOR 17.67 KM (10.95 MI) TO ITS
 AA3691'JUNCTION WITH STATE HIGHWAY 68 IN ELBERTA.  TURN RIGHT, NORTH, ON
 AA3691'HIGHWAY 68 FOR 13.79 KM (8.55 MI) TO A SMALL ELECTRIC SUBSTATION ON
 AA3691'THE RIGHT.  CONTINUE AHEAD FOR 9.84 KM (6.10 MI) TO THE STATION ON THE
 AA3691'RIGHT (CAN PARK VEHICLE ON THE LEFT AT GATE). STATION MARK IS A DISK
 AA3691'SET IN THE TOP OF A 15-CM SQUARE CONCRETE POST PROJECTING 3 CM ABOVE
 AA3691'GROUND.  IT IS 9.9 M (32.5 FT) EAST-SOUTHEAST OF, AND SLIGHTLY HIGHER
 AA3691'THAN THE HIGHWAY CENTER, 1.7 M (5.6 FT) EAST OF A RAILROAD-TIE FENCE
 AA3691'POST WITH SIGN, AND 5.6 M (18.4 FT) SOUTH OF THE SOUTH RAILROAD-TIE
 AA3691'GATEPOST TO A FIELD ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0096 ***********************************************************************
 LO0096  DESIGNATION -  H 65
 LO0096  PID         -  LO0096
 LO0096  STATE/COUNTY-  UT/DUCHESNE
 LO0096  COUNTRY     -  US
 LO0096  USGS QUAD   -  BUCK KNOLL (2017)
 LO0096
 LO0096                         *CURRENT SURVEY CONTROL
 LO0096  ______________________________________________________________________
 LO0096* NAD 83(1986) POSITION- 40 04 45.     (N) 110 30 04.     (W)   SCALED
 LO0096* NAVD 88 ORTHO HEIGHT -  1886.894 (meters)     6190.58  (feet) POSTED
 LO0096  ______________________________________________________________________
 LO0096  GEOID HEIGHT    -        -16.854 (meters)                     GEOID18
 LO0096  DYNAMIC HEIGHT  -       1885.00  (meters)     6184.4   (feet) COMP
 LO0096  MODELED GRAVITY -    979,553.5   (mgal)                       NAVD 88
 LO0096
 LO0096  VERT ORDER      -  * POSTED, SEE BELOW
 LO0096
 LO0096.The horizontal coordinates were scaled from a map and have
 LO0096.an estimated accuracy of +/- 6 seconds.
 LO0096
 LO0096.The orthometric height was determined by differential leveling
 LO0096.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LO0096
 LO0096.* This is a POSTED BENCH MARK height.
 LO0096
 LO0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0096.GEOID18 height accuracy estimate available here.
 LO0096
 LO0096.Click photographs - Photos may exist for this station.
 LO0096
 LO0096.The dynamic height is computed by dividing the NAVD 88
 LO0096.geopotential number by the normal gravity value computed on the
 LO0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0096.degrees latitude (g = 980.6199 gals.).
 LO0096
 LO0096.The modeled gravity was interpolated from observed gravity values.
 LO0096
 LO0096;                    North         East    Units  Estimated Accuracy
 LO0096;SPC UT C     - 2,194,300.      585,190.      MT  (+/- 180 meters Scaled)
 LO0096
 LO0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK425366(NAD 83)
 LO0096
 LO0096                          SUPERSEDED SURVEY CONTROL
 LO0096
 LO0096.No superseded survey control is available for this station.
 LO0096
 LO0096_MARKER: DB = BENCH MARK DISK
 LO0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0096_STAMPING: H 65 1934
 LO0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0096+STABILITY: SURFACE MOTION
 LO0096
 LO0096  HISTORY     - Date     Condition        Report By
 LO0096  HISTORY     - 1934     MONUMENTED       CGS
 LO0096  HISTORY     - 1959     MARK NOT FOUND   USGS
 LO0096
 LO0096                          STATION DESCRIPTION
 LO0096
 LO0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0096'7.9 MI SW FROM DUCHESNE.
 LO0096'7.9 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM DUCHESNE, DUCHESNE
 LO0096'COUNTY, 25 YARDS NORTHEAST OF POLE 1229, 31 FEET EAST OF THE CENTER
 LO0096'LINE OF THE HIGHWAY, AND 25 FEET WEST OF A FENCE.  A STANDARD DISK,
 LO0096'STAMPED H 65 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LO0096
 LO0096                          STATION RECOVERY (1959)
 LO0096
 LO0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LO0096'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0022 ***********************************************************************
 JO0022  DESIGNATION -  H 66
 JO0022  PID         -  JO0022
 JO0022  STATE/COUNTY-  UT/SEVIER
 JO0022  COUNTRY     -  US
 JO0022  USGS QUAD   -  MARYSVALE CANYON (2017)
 JO0022
 JO0022                         *CURRENT SURVEY CONTROL
 JO0022  ______________________________________________________________________
 JO0022* NAD 83(1986) POSITION- 38 34 52.     (N) 112 18 14.     (W)   SCALED
 JO0022* NAVD 88 ORTHO HEIGHT -  1757.529 (meters)     5766.16  (feet) ADJUSTED
 JO0022  ______________________________________________________________________
 JO0022  GEOID HEIGHT    -        -19.126 (meters)                     GEOID18
 JO0022  DYNAMIC HEIGHT  -       1755.578 (meters)     5759.76  (feet) COMP
 JO0022  MODELED GRAVITY -    979,457.1   (mgal)                       NAVD 88
 JO0022
 JO0022  VERT ORDER      -  FIRST     CLASS II
 JO0022
 JO0022.The horizontal coordinates were scaled from a map and have
 JO0022.an estimated accuracy of +/- 6 seconds.
 JO0022
 JO0022.The orthometric height was determined by differential leveling and
 JO0022.adjusted by the NATIONAL GEODETIC SURVEY
 JO0022.in June 1991.
 JO0022
 JO0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0022.GEOID18 height accuracy estimate available here.
 JO0022
 JO0022.Click photographs - Photos may exist for this station.
 JO0022
 JO0022.The dynamic height is computed by dividing the NAVD 88
 JO0022.geopotential number by the normal gravity value computed on the
 JO0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0022.degrees latitude (g = 980.6199 gals.).
 JO0022
 JO0022.The modeled gravity was interpolated from observed gravity values.
 JO0022
 JO0022;                    North         East    Units  Estimated Accuracy
 JO0022;SPC UT C     - 2,027,830.      429,950.      MT  (+/- 180 meters Scaled)
 JO0022
 JO0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH864710(NAD 83)
 JO0022
 JO0022                          SUPERSEDED SURVEY CONTROL
 JO0022
 JO0022  NGVD 29 (??/??/92) 1756.277  (m)         5762.05   (f) ADJ UNCH    1 2
 JO0022
 JO0022.Superseded values are not recommended for survey control.
 JO0022
 JO0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0022.See file dsdata.pdf to determine how the superseded data were derived.
 JO0022
 JO0022_MARKER: DB = BENCH MARK DISK
 JO0022_SETTING: 80 = SET IN A BOULDER
 JO0022_STAMPING: H 66 1931
 JO0022_MARK LOGO: USGS
 JO0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0022+STABILITY: SURFACE MOTION
 JO0022
 JO0022  HISTORY     - Date     Condition        Report By
 JO0022  HISTORY     - 1931     MONUMENTED       USGS
 JO0022  HISTORY     - 20101209 MARK NOT FOUND   GEOCAC
 JO0022
 JO0022                          STATION DESCRIPTION
 JO0022
 JO0022'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 JO0022'3.5 MI W FROM SEVIER.
 JO0022'3.5 MILES WEST ALONG STATE HIGHWAY 13 FROM THE DENVER AND RIO GRANDE
 JO0022'WESTERN RAILROAD STATION AT SEVIER, SEVIER COUNTY, ABOUT 300 FEET
 JO0022'NORTHWEST OF A FARMHOUSE, 200 FEET NORTHWEST OF THE CENTERLINE OF THE
 JO0022'HIGHWAY, 28 FEET SOUTHWEST OF A DIM ROAD LEADING NORTHWEST, 83 FEET
 JO0022'NORTHWEST OF A ROW OF TELEPHONE POLES, AND IN THE TOP OF A ROCK
 JO0022'BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H
 JO0022'66 1931.
 JO0022
 JO0022                          STATION RECOVERY (2010)
 JO0022
 JO0022'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 JO0022'LOCATION HAS BEEN DISTURBED BY GRAVEL MINING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0133 ***********************************************************************
 LP0133  DESIGNATION -  H 67
 LP0133  PID         -  LP0133
 LP0133  STATE/COUNTY-  UT/TOOELE
 LP0133  COUNTRY     -  US
 LP0133  USGS QUAD   -  DUGWAY PROVING GROUND NE (2017)
 LP0133
 LP0133                         *CURRENT SURVEY CONTROL
 LP0133  ______________________________________________________________________
 LP0133* NAD 83(1986) POSITION- 40 10 57.28   (N) 113 00 00.85   (W)   HD_HELD1
 LP0133* NAVD 88 ORTHO HEIGHT -  1315.608 (meters)     4316.29  (feet) ADJUSTED
 LP0133  ______________________________________________________________________
 LP0133  GEOID HEIGHT    -        -18.631 (meters)                     GEOID18
 LP0133  DYNAMIC HEIGHT  -       1314.531 (meters)     4312.76  (feet) COMP
 LP0133  MODELED GRAVITY -    979,761.1   (mgal)                       NAVD 88
 LP0133
 LP0133  VERT ORDER      -  FIRST     CLASS II
 LP0133
 LP0133.The horizontal coordinates were determined by differentially corrected
 LP0133.hand held GPS observations or other comparable positioning techniques
 LP0133.and have an estimated accuracy of +/- 3 meters.
 LP0133
 LP0133.The orthometric height was determined by differential leveling and
 LP0133.adjusted by the NATIONAL GEODETIC SURVEY
 LP0133.in June 1991.
 LP0133
 LP0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0133.GEOID18 height accuracy estimate available here.
 LP0133
 LP0133.Click photographs - Photos may exist for this station.
 LP0133
 LP0133.The dynamic height is computed by dividing the NAVD 88
 LP0133.geopotential number by the normal gravity value computed on the
 LP0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0133.degrees latitude (g = 980.6199 gals.).
 LP0133
 LP0133.The modeled gravity was interpolated from observed gravity values.
 LP0133
 LP0133;                    North         East    Units  Estimated Accuracy
 LP0133;SPC UT C     - 2,206,373.7     372,247.5     MT  (+/- 3 meters HH1 GPS) 
 LP0133
 LP0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK2971049940(NAD 83)
 LP0133
 LP0133                          SUPERSEDED SURVEY CONTROL
 LP0133
 LP0133  NGVD 29 (??/??/92) 1314.578  (m)         4312.91   (f) ADJ UNCH    1 2
 LP0133
 LP0133.Superseded values are not recommended for survey control.
 LP0133
 LP0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0133.See file dsdata.pdf to determine how the superseded data were derived.
 LP0133
 LP0133_MARKER: DB = BENCH MARK DISK
 LP0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0133_STAMPING: H 67 1934
 LP0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0133+STABILITY: SURFACE MOTION
 LP0133
 LP0133  HISTORY     - Date     Condition        Report By
 LP0133  HISTORY     - 1934     MONUMENTED       CGS
 LP0133
 LP0133                          STATION DESCRIPTION
 LP0133
 LP0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0133'19.5 MI W FROM ORRS RANCH.
 LP0133'ABOUT 19.5 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0133'TOOELE COUNTY, AND 42 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY. A
 LP0133'STANDARD DISK, STAMPED H 67 1934 AND SET IN THE TOP OF A CONCRETE
 LP0133'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0025 ***********************************************************************
 JO0025  DESIGNATION -  H 67
 JO0025  PID         -  JO0025
 JO0025  STATE/COUNTY-  UT/SEVIER
 JO0025  COUNTRY     -  US
 JO0025  USGS QUAD   -  MARYSVALE CANYON (2017)
 JO0025
 JO0025                         *CURRENT SURVEY CONTROL
 JO0025  ______________________________________________________________________
 JO0025* NAD 83(1986) POSITION- 38 34 44.     (N) 112 21 26.     (W)   SCALED
 JO0025* NAVD 88 ORTHO HEIGHT -  1809.970 (meters)     5938.21  (feet) ADJUSTED
 JO0025  ______________________________________________________________________
 JO0025  GEOID HEIGHT    -        -19.151 (meters)                     GEOID18
 JO0025  DYNAMIC HEIGHT  -       1807.951 (meters)     5931.59  (feet) COMP
 JO0025  MODELED GRAVITY -    979,449.1   (mgal)                       NAVD 88
 JO0025
 JO0025  VERT ORDER      -  FIRST     CLASS II
 JO0025
 JO0025.The horizontal coordinates were scaled from a map and have
 JO0025.an estimated accuracy of +/- 6 seconds.
 JO0025
 JO0025.The orthometric height was determined by differential leveling and
 JO0025.adjusted by the NATIONAL GEODETIC SURVEY
 JO0025.in June 1991.
 JO0025
 JO0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0025.GEOID18 height accuracy estimate available here.
 JO0025
 JO0025.Click photographs - Photos may exist for this station.
 JO0025
 JO0025.The dynamic height is computed by dividing the NAVD 88
 JO0025.geopotential number by the normal gravity value computed on the
 JO0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0025.degrees latitude (g = 980.6199 gals.).
 JO0025
 JO0025.The modeled gravity was interpolated from observed gravity values.
 JO0025
 JO0025;                    North         East    Units  Estimated Accuracy
 JO0025;SPC UT C     - 2,027,620.      425,300.      MT  (+/- 180 meters Scaled)
 JO0025
 JO0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH817709(NAD 83)
 JO0025
 JO0025                          SUPERSEDED SURVEY CONTROL
 JO0025
 JO0025  NGVD 29 (??/??/92) 1808.709  (m)         5934.07   (f) ADJ UNCH    1 2
 JO0025
 JO0025.Superseded values are not recommended for survey control.
 JO0025
 JO0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0025.See file dsdata.pdf to determine how the superseded data were derived.
 JO0025
 JO0025_MARKER: DB = BENCH MARK DISK
 JO0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0025_STAMPING: H 67 1931
 JO0025_MARK LOGO: USGS
 JO0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0025+STABILITY: SURFACE MOTION
 JO0025
 JO0025  HISTORY     - Date     Condition        Report By
 JO0025  HISTORY     - 1931     MONUMENTED       USGS
 JO0025  HISTORY     - 20101209 MARK NOT FOUND   GEOCAC
 JO0025
 JO0025                          STATION DESCRIPTION
 JO0025
 JO0025'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 JO0025'6.6 MI W FROM SEVIER.
 JO0025'6.6 MILES WEST ALONG STATE HIGHWAY 13 FROM THE DENVER AND RIO GRANDE
 JO0025'WESTERN RAILROAD STATION AT SEVIER, SEVIER COUNTY, ABOUT 450 FEET
 JO0025'NORTH OF A SMALL LOG FARMHOUSE, 70 FEET NORTH OF THE NORTH BANK OF
 JO0025'CLEAR CREEK, 47 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 23 FEET
 JO0025'WEST OF A WOODEN GATE, AND 1 FOOT SOUTH OF THE FENCE.  A UNITED STATES
 JO0025'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 67 1931 AND SET IN THE TOP
 JO0025'OF A CONCRETE POST.
 JO0025
 JO0025                          STATION RECOVERY (2010)
 JO0025
 JO0025'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 JO0025'LOCATION IS NOW A RESIDENTIAL AREA AND HAS BEEN DISTURBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0795 ***********************************************************************
 LO0795  DESIGNATION -  H 67
 LO0795  PID         -  LO0795
 LO0795  STATE/COUNTY-  UT/UTAH
 LO0795  COUNTRY     -  US
 LO0795  USGS QUAD   -  GOSHEN VALLEY NORTH (2017)
 LO0795
 LO0795                         *CURRENT SURVEY CONTROL
 LO0795  ______________________________________________________________________
 LO0795* NAD 83(1994) POSITION- 40 03 13.68470(N) 111 57 29.35507(W)   ADJUSTED
 LO0795* NAVD 88 ORTHO HEIGHT -  1411.50  (+/-2cm)     4630.9   (feet) VERTCON3
 LO0795  ______________________________________________________________________
 LO0795  GEOID HEIGHT    -        -17.684 (meters)                     GEOID18
 LO0795  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 LO0795  HORZ ORDER      -  THIRD
 LO0795  VERT ORDER      -  THIRD ? (See Below)
 LO0795
 LO0795.The horizontal coordinates were established by classical geodetic methods
 LO0795.and adjusted by the National Geodetic Survey in November 1997.
 LO0795
 LO0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0795
 LO0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0795.GEOID18 height accuracy estimate available here.
 LO0795
 LO0795.The vertical order pertains to the NGVD 29 superseded value.
 LO0795
 LO0795.Click photographs - Photos may exist for this station.
 LO0795
 LO0795.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0795
 LO0795. The following values were computed from the NAD 83(1994) position.
 LO0795
 LO0795;                    North         East     Units Scale Factor Converg.
 LO0795;SPC UT C     - 2,191,104.720   460,911.011   MT  0.99990609   -0 17 36.5
 LO0795;SPC UT C     - 7,188,649.40  1,512,172.21   sFT  0.99990609   -0 17 36.5
 LO0795;UTM  12      - 4,434,168.418   418,275.808   MT  0.99968222   -0 36 59.8
 LO0795
 LO0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0795!SPC UT C     -   0.99978139  x   0.99990609  =   0.99968750
 LO0795!UTM  12      -   0.99978139  x   0.99968222  =   0.99946368
 LO0795
 LO0795:                Primary Azimuth Mark                     Grid Az
 LO0795:SPC UT C     -  H 69                                     179 34 25.8
 LO0795:UTM  12      -  H 69                                     179 53 49.1
 LO0795
 LO0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1827534168(NAD 83)
 LO0795
 LO0795|---------------------------------------------------------------------|
 LO0795| PID    Reference Object                     Distance      Geod. Az  |
 LO0795|                                                           dddmmss.s |
 LO0795| KN0453 H 69                                APPROX. 8.0 KM 1791649.3 |
 LO0795|---------------------------------------------------------------------|
 LO0795
 LO0795                          SUPERSEDED SURVEY CONTROL
 LO0795
 LO0795  NAD 83(1993)-  40 03 13.68446(N)    111 57 29.35499(W) AD(       ) 3
 LO0795  NAD 83(1986)-  40 03 13.67142(N)    111 57 29.35077(W) AD(       ) 3
 LO0795  NAD 27      -  40 03 13.83118(N)    111 57 26.55085(W) AD(       ) 3
 LO0795  NGVD 29            1410.46   (m)         4627.5    (f) LEVELING    3  
 LO0795
 LO0795.Superseded values are not recommended for survey control.
 LO0795
 LO0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0795.See file dsdata.pdf to determine how the superseded data were derived.
 LO0795
 LO0795_MARKER: DD = SURVEY DISK
 LO0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0795_STAMPING: H 67 1923
 LO0795_MARK LOGO: USGS
 LO0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0795+STABILITY: SURFACE MOTION
 LO0795
 LO0795  HISTORY     - Date     Condition        Report By
 LO0795  HISTORY     - 1923     MONUMENTED       USGS
 LO0795  HISTORY     - 1948     GOOD             USGS
 LO0795
 LO0795                          STATION DESCRIPTION
 LO0795
 LO0795'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 LO0795'T.9 S., R.1 W.,IN SW. CORNER SECTION 4 6.2 MI. N. OF ELBERTA, 40 FT.
 LO0795'E. OF RD., 15 FT. E. OF CORNER POLE IN ANGLE IN POWER LINE CROSSING
 LO0795'RD. IN CONCRETE POST, STANDARD TABLET STAMPED ---1923 H 67---.
 LO0795'
 LO0795'LOCATED ABOUT 7.2 MI. N. OF ELBERTA AND 54.8
 LO0795'FT. SW. OF RD. FORKS.
 LO0795'
 LO0795'STATION MARK - STANDARD BENCH MARK TABLET STAMPED ---1923 H 67---SET
 LO0795'IN CONCRETE POST.
 LO0795'
 LO0795'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0027 ***********************************************************************
 JO0027  DESIGNATION -  H 68
 JO0027  PID         -  JO0027
 JO0027  STATE/COUNTY-  UT/SEVIER
 JO0027  COUNTRY     -  US
 JO0027  USGS QUAD   -  TRAIL MOUNTAIN (2017)
 JO0027
 JO0027                         *CURRENT SURVEY CONTROL
 JO0027  ______________________________________________________________________
 JO0027* NAD 83(1986) POSITION- 38 35 01.2    (N) 112 24 31.6    (W)   HD_HELD2
 JO0027* NAVD 88 ORTHO HEIGHT -  1885.138 (meters)     6184.82  (feet) ADJUSTED
 JO0027  ______________________________________________________________________
 JO0027  GEOID HEIGHT    -        -19.169 (meters)                     GEOID18
 JO0027  DYNAMIC HEIGHT  -       1883.019 (meters)     6177.87  (feet) COMP
 JO0027  MODELED GRAVITY -    979,438.1   (mgal)                       NAVD 88
 JO0027
 JO0027  VERT ORDER      -  FIRST     CLASS II
 JO0027
 JO0027.The horizontal coordinates were established by autonomous hand held GPS
 JO0027.observations and have an estimated accuracy of +/- 10 meters.
 JO0027
 JO0027.The orthometric height was determined by differential leveling and
 JO0027.adjusted by the NATIONAL GEODETIC SURVEY
 JO0027.in June 1991.
 JO0027
 JO0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0027.GEOID18 height accuracy estimate available here.
 JO0027
 JO0027.Click photographs - Photos may exist for this station.
 JO0027
 JO0027.The dynamic height is computed by dividing the NAVD 88
 JO0027.geopotential number by the normal gravity value computed on the
 JO0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0027.degrees latitude (g = 980.6199 gals.).
 JO0027
 JO0027.The modeled gravity was interpolated from observed gravity values.
 JO0027
 JO0027;                    North         East    Units  Estimated Accuracy
 JO0027;SPC UT C     - 2,028,196.      420,807.      MT  (+/- 10 meters HH2 GPS)
 JO0027
 JO0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH7729771518(NAD 83)
 JO0027
 JO0027                          SUPERSEDED SURVEY CONTROL
 JO0027
 JO0027  NGVD 29 (??/??/92) 1883.860  (m)         6180.63   (f) ADJ UNCH    1 2
 JO0027
 JO0027.Superseded values are not recommended for survey control.
 JO0027
 JO0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0027.See file dsdata.pdf to determine how the superseded data were derived.
 JO0027
 JO0027_MARKER: DB = BENCH MARK DISK
 JO0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0027_STAMPING: H 68 1931
 JO0027_MARK LOGO: USGS
 JO0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0027+STABILITY: SURFACE MOTION
 JO0027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JO0027+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2010
 JO0027
 JO0027  HISTORY     - Date     Condition        Report By
 JO0027  HISTORY     - 1931     MONUMENTED       USGS
 JO0027  HISTORY     - 20101209 GOOD             GEOCAC
 JO0027
 JO0027                          STATION DESCRIPTION
 JO0027
 JO0027'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 JO0027'9.5 MI W FROM SEVIER.
 JO0027'9.5 MILES WEST ALONG STATE HIGHWAY 13 FROM THE DENVER AND RIO GRANDE
 JO0027'WESTERN RAILROAD STATION AT SEVIER, SEVIER COUNTY, 90 FEET SOUTHEAST
 JO0027'OF HIGHWAY STATION 15, 96 FEET NORTH OF THE NORTH BANK OF CLEAR CREEK,
 JO0027'AT THE JUNCTION OF A ROAD LEADING SOUTH, 42 FEET EAST OF THE
 JO0027'CENTERLINE OF THE ROAD, AND 37 FEET SOUTH OF THE CENTERLINE OF THE
 JO0027'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H
 JO0027'68 1931 AND SET IN THE TOP OF A CONCRETE POST.
 JO0027
 JO0027                          STATION RECOVERY (2010)
 JO0027
 JO0027'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 JO0027'MARK IS NOW 55 FT SOUTH OF THE CENTERLINE OF THE CLEAR CREEK CANYON
 JO0027'ROAD AND 50 FT EAST OF A TRACK ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0170 ***********************************************************************
 LP0170  DESIGNATION -  H 68
 LP0170  PID         -  LP0170
 LP0170  STATE/COUNTY-  UT/TOOELE
 LP0170  COUNTRY     -  US
 LP0170  USGS QUAD   -  GOLD HILL (2017)
 LP0170
 LP0170                         *CURRENT SURVEY CONTROL
 LP0170  ______________________________________________________________________
 LP0170* NAD 83(1986) POSITION- 40 09 21.     (N) 113 46 25.     (W)   SCALED
 LP0170* NAVD 88 ORTHO HEIGHT -  1558.194 (meters)     5112.17  (feet) ADJUSTED
 LP0170  ______________________________________________________________________
 LP0170  GEOID HEIGHT    -        -18.953 (meters)                     GEOID18
 LP0170  DYNAMIC HEIGHT  -       1556.880 (meters)     5107.86  (feet) COMP
 LP0170  MODELED GRAVITY -    979,726.8   (mgal)                       NAVD 88
 LP0170
 LP0170  VERT ORDER      -  FIRST     CLASS II
 LP0170
 LP0170.The horizontal coordinates were scaled from a map and have
 LP0170.an estimated accuracy of +/- 6 seconds.
 LP0170
 LP0170.The orthometric height was determined by differential leveling and
 LP0170.adjusted by the NATIONAL GEODETIC SURVEY
 LP0170.in June 1991.
 LP0170
 LP0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0170.GEOID18 height accuracy estimate available here.
 LP0170
 LP0170.Click photographs - Photos may exist for this station.
 LP0170
 LP0170.The dynamic height is computed by dividing the NAVD 88
 LP0170.geopotential number by the normal gravity value computed on the
 LP0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0170.degrees latitude (g = 980.6199 gals.).
 LP0170
 LP0170.The modeled gravity was interpolated from observed gravity values.
 LP0170
 LP0170;                    North         East    Units  Estimated Accuracy
 LP0170;SPC UT C     - 2,204,800.      306,330.      MT  (+/- 180 meters Scaled)
 LP0170
 LP0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK637487(NAD 83)
 LP0170
 LP0170                          SUPERSEDED SURVEY CONTROL
 LP0170
 LP0170  NGVD 29 (??/??/92) 1557.160  (m)         5108.78   (f) ADJ UNCH    1 2
 LP0170
 LP0170.Superseded values are not recommended for survey control.
 LP0170
 LP0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0170.See file dsdata.pdf to determine how the superseded data were derived.
 LP0170
 LP0170_MARKER: DB = BENCH MARK DISK
 LP0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0170_STAMPING: H 68 1934
 LP0170_MARK LOGO: CGS
 LP0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0170+STABILITY: SURFACE MOTION
 LP0170
 LP0170  HISTORY     - Date     Condition        Report By
 LP0170  HISTORY     - 1934     MONUMENTED       CGS
 LP0170  HISTORY     - 1958     GOOD             CGS
 LP0170
 LP0170                          STATION DESCRIPTION
 LP0170
 LP0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0170'3.8 MI E FROM GOLD HILL.
 LP0170'ABOUT 3.8 MILES EAST ALONG THE OLD LINCOLN HIGHWAY FROM GOLD HILL,
 LP0170'TOOELE COUNTY, AND 25 FEET NORTHEAST OF THE CENTER LINE OF THE
 LP0170'HIGHWAY.  A STANDARD DISK, STAMPED H 68 1934 AND SET IN THE TOP OF A
 LP0170'CONCRETE POST.
 LP0170
 LP0170                          STATION RECOVERY (1958)
 LP0170
 LP0170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LP0170'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0029 ***********************************************************************
 JO0029  DESIGNATION -  H 69
 JO0029  PID         -  JO0029
 JO0029  STATE/COUNTY-  UT/SEVIER
 JO0029  COUNTRY     -  US
 JO0029  USGS QUAD   -  TRAIL MOUNTAIN (2017)
 JO0029
 JO0029                         *CURRENT SURVEY CONTROL
 JO0029  ______________________________________________________________________
 JO0029* NAD 83(1986) POSITION- 38 34 51.     (N) 112 27 15.     (W)   SCALED
 JO0029* NAVD 88 ORTHO HEIGHT -  1993.687 (meters)     6540.95  (feet) ADJUSTED
 JO0029  ______________________________________________________________________
 JO0029  GEOID HEIGHT    -        -19.231 (meters)                     GEOID18
 JO0029  DYNAMIC HEIGHT  -       1991.426 (meters)     6533.54  (feet) COMP
 JO0029  MODELED GRAVITY -    979,423.4   (mgal)                       NAVD 88
 JO0029
 JO0029  VERT ORDER      -  FIRST     CLASS II
 JO0029
 JO0029.The horizontal coordinates were scaled from a map and have
 JO0029.an estimated accuracy of +/- 6 seconds.
 JO0029
 JO0029.The orthometric height was determined by differential leveling and
 JO0029.adjusted by the NATIONAL GEODETIC SURVEY
 JO0029.in June 1991.
 JO0029
 JO0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0029.GEOID18 height accuracy estimate available here.
 JO0029
 JO0029.Click photographs - Photos may exist for this station.
 JO0029
 JO0029.The dynamic height is computed by dividing the NAVD 88
 JO0029.geopotential number by the normal gravity value computed on the
 JO0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0029.degrees latitude (g = 980.6199 gals.).
 JO0029
 JO0029.The modeled gravity was interpolated from observed gravity values.
 JO0029
 JO0029;                    North         East    Units  Estimated Accuracy
 JO0029;SPC UT C     - 2,027,920.      416,850.      MT  (+/- 180 meters Scaled)
 JO0029
 JO0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH733712(NAD 83)
 JO0029
 JO0029                          SUPERSEDED SURVEY CONTROL
 JO0029
 JO0029  NGVD 29 (??/??/92) 1992.391  (m)         6536.70   (f) ADJ UNCH    1 2
 JO0029
 JO0029.Superseded values are not recommended for survey control.
 JO0029
 JO0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0029.See file dsdata.pdf to determine how the superseded data were derived.
 JO0029
 JO0029_MARKER: DD = SURVEY DISK
 JO0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0029_STAMPING: H 69 1931
 JO0029_MARK LOGO: USGS
 JO0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0029+STABILITY: SURFACE MOTION
 JO0029
 JO0029  HISTORY     - Date     Condition        Report By
 JO0029  HISTORY     - 1931     MONUMENTED       USGS
 JO0029  HISTORY     - 20101209 MARK NOT FOUND   GEOCAC
 JO0029
 JO0029                          STATION DESCRIPTION
 JO0029
 JO0029'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 JO0029'7.7 MI E FROM COVE FORT.
 JO0029'IN SEVIER COUNTY, 7.7 MILES EAST ALONG STATE HIGHWAY 13 FROM COVE
 JO0029'FORT, MILLARD COUNTY, 48 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 JO0029'30 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL LOG HOUSE, 24 FEET
 JO0029'EAST OF A WOODEN GATE, AND 1 FOOT SOUTH OF THE FENCE.  A UNITED STATED
 JO0029'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 69 1931 AND SET IN THE TOP
 JO0029'OF A CONCRETE POST.
 JO0029
 JO0029                          STATION RECOVERY (2010)
 JO0029
 JO0029'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 JO0029'THE LOG HOUSE WAS NOTE SEEN AND NONE OF THE OTHER CALLS SEEM TO FIT
 JO0029'THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0453 ***********************************************************************
 KN0453  DESIGNATION -  H 69
 KN0453  PID         -  KN0453
 KN0453  STATE/COUNTY-  UT/UTAH
 KN0453  COUNTRY     -  US
 KN0453  USGS QUAD   -  GOSHEN (2017)
 KN0453
 KN0453                         *CURRENT SURVEY CONTROL
 KN0453  ______________________________________________________________________
 KN0453* NAD 83(1994) POSITION- 39 58 52.85088(N) 111 57 25.09622(W)   ADJUSTED
 KN0453* NAVD 88 ORTHO HEIGHT -  1425.47  (+/-2cm)     4676.7   (feet) VERTCON3
 KN0453  ______________________________________________________________________
 KN0453  GEOID HEIGHT    -        -17.769 (meters)                     GEOID18
 KN0453  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 KN0453  HORZ ORDER      -  THIRD
 KN0453  VERT ORDER      -  THIRD ? (See Below)
 KN0453
 KN0453.The horizontal coordinates were established by classical geodetic methods
 KN0453.and adjusted by the National Geodetic Survey in November 1997.
 KN0453
 KN0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0453
 KN0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0453.GEOID18 height accuracy estimate available here.
 KN0453
 KN0453.The vertical order pertains to the NGVD 29 superseded value.
 KN0453
 KN0453.Click photographs - Photos may exist for this station.
 KN0453
 KN0453.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0453
 KN0453. The following values were computed from the NAD 83(1994) position.
 KN0453
 KN0453;                    North         East     Units Scale Factor Converg.
 KN0453;SPC UT C     - 2,183,060.172   460,970.846   MT  0.99990207   -0 17 33.8
 KN0453;SPC UT C     - 7,162,256.58  1,512,368.52   sFT  0.99990207   -0 17 33.8
 KN0453;UTM  12      - 4,426,125.444   418,290.336   MT  0.99968219   -0 36 53.7
 KN0453
 KN0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0453!SPC UT C     -   0.99977921  x   0.99990207  =   0.99968130
 KN0453!UTM  12      -   0.99977921  x   0.99968219  =   0.99946147
 KN0453
 KN0453:                Primary Azimuth Mark                     Grid Az
 KN0453:SPC UT C     -  H 67                                     359 34 25.8
 KN0453:UTM  12      -  H 67                                     359 53 45.7
 KN0453
 KN0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK1829026125(NAD 83)
 KN0453
 KN0453|---------------------------------------------------------------------|
 KN0453| PID    Reference Object                     Distance      Geod. Az  |
 KN0453|                                                           dddmmss.s |
 KN0453| LO0793 TANK                                APPROX.13.0 KM 0754847.5 |
 KN0453| LO0795 H 67                                APPROX. 8.0 KM 3591652.0 |
 KN0453|---------------------------------------------------------------------|
 KN0453
 KN0453                          SUPERSEDED SURVEY CONTROL
 KN0453
 KN0453  NAD 83(1993)-  39 58 52.85087(N)    111 57 25.09614(W) AD(       ) 3
 KN0453  NAD 83(1986)-  39 58 52.83733(N)    111 57 25.09131(W) AD(       ) 3
 KN0453  NAD 27      -  39 58 53.00224(N)    111 57 22.29198(W) AD(       ) 3
 KN0453  NGVD 29            1424.38   (m)         4673.2    (f) LEVELING    3  
 KN0453
 KN0453.Superseded values are not recommended for survey control.
 KN0453
 KN0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0453.See file dsdata.pdf to determine how the superseded data were derived.
 KN0453
 KN0453
 KN0453  HISTORY     - Date     Condition        Report By
 KN0453  HISTORY     - 1923     MONUMENTED       USGS
 KN0453  HISTORY     - 1975     MARK NOT FOUND   USGS
 KN0453
 KN0453                          STATION DESCRIPTION
 KN0453
 KN0453'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 KN0453'ELBERTA 1.3 MI. N. OF NEAR SW. COR. SEC. 33 T. 9 S., R.1 W., 40 FT. E.
 KN0453'OF RD. AT SUMMIT OF GRADE, 200 FT. SW. OF DWELLING, 2 FT. S. AND 5 FT
 KN0453'E. FROM CORNER FENCE POST, IN CONCRETE POST, STANDARD TABLET STAMPED
 KN0453'---1923 H 69---.
 KN0453'
 KN0453'THE DISTANCE FROM MAIN CROSSROADS IN ELBERTA AND PRESENT
 KN0453'LOCATION OF POST OFFICE IS 2.0 MI. THE DWELLING AND FENCE HAVE
 KN0453'DISAPPEARED.
 KN0453'
 KN0453'NO EVIDENCE OF THE TABLET WAS FOUND. THE HIGHWAY HAS BEEN RE BUILT AND
 KN0453'IT LOOKS AS THOUGH THE MARK WOULD BE WELL WITHIN THE EXISTING ROW.
 KN0453'
 KN0453'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0124 ***********************************************************************
 HO0124  DESIGNATION -  H 7
 HO0124  PID         -  HO0124
 HO0124  STATE/COUNTY-  UT/KANE
 HO0124  COUNTRY     -  US
 HO0124  USGS QUAD   -  KANAB (2017)
 HO0124
 HO0124                         *CURRENT SURVEY CONTROL
 HO0124  ______________________________________________________________________
 HO0124* NAD 83(1986) POSITION- 37 05 19.     (N) 112 32 30.     (W)   SCALED
 HO0124* NAVD 88 ORTHO HEIGHT -  1548.546 (meters)     5080.52  (feet) ADJUSTED
 HO0124  ______________________________________________________________________
 HO0124  GEOID HEIGHT    -        -21.955 (meters)                     GEOID18
 HO0124  DYNAMIC HEIGHT  -       1546.760 (meters)     5074.66  (feet) COMP
 HO0124  MODELED GRAVITY -    979,423.6   (mgal)                       NAVD 88
 HO0124
 HO0124  VERT ORDER      -  FIRST     CLASS II
 HO0124
 HO0124.The horizontal coordinates were scaled from a map and have
 HO0124.an estimated accuracy of +/- 6 seconds.
 HO0124
 HO0124.The orthometric height was determined by differential leveling and
 HO0124.adjusted by the NATIONAL GEODETIC SURVEY
 HO0124.in April 2014.
 HO0124
 HO0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0124.GEOID18 height accuracy estimate available here.
 HO0124
 HO0124.Click photographs - Photos may exist for this station.
 HO0124
 HO0124.The dynamic height is computed by dividing the NAVD 88
 HO0124.geopotential number by the normal gravity value computed on the
 HO0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0124.degrees latitude (g = 980.6199 gals.).
 HO0124
 HO0124.The modeled gravity was interpolated from observed gravity values.
 HO0124
 HO0124;                    North         East    Units  Estimated Accuracy
 HO0124;SPC UT S     - 3,047,350.      407,390.      MT  (+/- 180 meters Scaled)
 HO0124
 HO0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG629058(NAD 83)
 HO0124
 HO0124                          SUPERSEDED SURVEY CONTROL
 HO0124
 HO0124  NAVD 88 (??/??/92) 1548.551  (m)         5080.54   (f) SUPERSEDED  3 0
 HO0124  NGVD 29 (??/??/92) 1547.578  (m)         5077.35   (f) ADJ UNCH    1 2
 HO0124
 HO0124.Superseded values are not recommended for survey control.
 HO0124
 HO0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0124.See file dsdata.pdf to determine how the superseded data were derived.
 HO0124
 HO0124_MARKER: DB = BENCH MARK DISK
 HO0124_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HO0124_STAMPING: H 7 5078 1934
 HO0124_MARK LOGO: USGS
 HO0124_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HO0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0124
 HO0124  HISTORY     - Date     Condition        Report By
 HO0124  HISTORY     - 19340130 MONUMENTED       USGS
 HO0124  HISTORY     - 19340205 GOOD             USGS
 HO0124  HISTORY     - 1983     MARK NOT FOUND   NGS
 HO0124
 HO0124                          STATION DESCRIPTION
 HO0124
 HO0124'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 HO0124'3.2 MI NW FROM ROCKVILLE.
 HO0124'3.2 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM KANAB, KANE COUNTY, 75
 HO0124'FEET SOUTH OF A 3-FOOT EAST IRON PIPE CULVERT, 5 FEET EAST OF POLE
 HO0124'1220, AND 36 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED
 HO0124'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 7 1934 5678 AND SET
 HO0124'IN THE TOP OF A CONCRETE POST.
 HO0124
 HO0124                          STATION RECOVERY (1934)
 HO0124
 HO0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (EEH)
 HO0124'TO REACH FROM THE KANAB COURTHOUSE TRAVEL 4 MI (6.4 KM) NORTHWEST
 HO0124'ALONG US HIGHWAY 89.
 HO0124'
 HO0124'THE MARK IS LOCATED ON THE SOUTHWEST WING WALL OF A CONCRETE BRIDGE.
 HO0124'
 HO0124'THE MARK IS A CHISELED SQUARE SET IN THE WALL OF A BRIDGE.
 HO0124
 HO0124                          STATION RECOVERY (1983)
 HO0124
 HO0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0124'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0145 ***********************************************************************
 HO0145  DESIGNATION -  H 7 RESET
 HO0145  PID         -  HO0145
 HO0145  STATE/COUNTY-  UT/KANE
 HO0145  COUNTRY     -  US
 HO0145  USGS QUAD   -  THE BARRACKS (2017)
 HO0145
 HO0145                         *CURRENT SURVEY CONTROL
 HO0145  ______________________________________________________________________
 HO0145* NAD 83(1986) POSITION- 37 14 10.     (N) 112 51 44.     (W)   SCALED
 HO0145* NAVD 88 ORTHO HEIGHT -  1774.62  (+/-2cm)     5822.2   (feet) VERTCON3
 HO0145  ______________________________________________________________________
 HO0145  GEOID HEIGHT    -        -22.044 (meters)                     GEOID18
 HO0145  VERT ORDER      -  THIRD (See Below)
 HO0145
 HO0145.The horizontal coordinates were scaled from a map and have
 HO0145.an estimated accuracy of +/- 6 seconds.
 HO0145
 HO0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0145
 HO0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0145.GEOID18 height accuracy estimate available here.
 HO0145
 HO0145.The vertical order pertains to the NGVD 29 superseded value.
 HO0145
 HO0145.Click photographs - Photos may exist for this station.
 HO0145
 HO0145;                    North         East    Units  Estimated Accuracy
 HO0145;SPC UT S     - 3,064,080.      379,130.      MT  (+/- 180 meters Scaled)
 HO0145
 HO0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG348226(NAD 83)
 HO0145
 HO0145                          SUPERSEDED SURVEY CONTROL
 HO0145
 HO0145  NGVD 29 (07/25/12) 1773.56   (m)         5818.8    (f) RESET       3  
 HO0145
 HO0145.Superseded values are not recommended for survey control.
 HO0145
 HO0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0145.See file dsdata.pdf to determine how the superseded data were derived.
 HO0145
 HO0145_MARKER: DB = BENCH MARK DISK
 HO0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0145_STAMPING: H 7 RESET 1953
 HO0145_MARK LOGO: USGS
 HO0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0145+STABILITY: SURFACE MOTION
 HO0145
 HO0145  HISTORY     - Date     Condition        Report By
 HO0145  HISTORY     - 1953     MONUMENTED       USGS
 HO0145  HISTORY     - 1954     POOR             USGS
 HO0145  HISTORY     - 1983     MARK NOT FOUND   NGS
 HO0145
 HO0145                          STATION DESCRIPTION
 HO0145
 HO0145'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HO0145'16.4 MI NE FROM ROCKVILLE.
 HO0145'IN KANE COUNTY, 16.4 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM
 HO0145'ROCKVILLE, WASHINGTON COUNTY, 0.8 MILE EAST OF THE EAST CHECKING
 HO0145'STATION OF ZION NATIONAL PARK, 700 FEET EAST OF THE MASONRY ENTRANCE
 HO0145'GATE TO THE PARK, AND 50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 HO0145'60 FEET NORTHWEST OF THE CENTER OF THE NORTH HEADWALL OF A CONCRETE
 HO0145'CULVERT, AND 38 FEET WEST OF A SMALL DRAIN A UNITED STATES GEOLOGICAL
 HO0145'SURVEY STANDARD DISK, STAMPED H 7 RESET 1953 AND SET IN THE TOP OF A
 HO0145'CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 HO0145
 HO0145                          STATION RECOVERY (1954)
 HO0145
 HO0145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 HO0145'MARK RECOVERED IN POOR CONDITION.
 HO0145
 HO0145                          STATION RECOVERY (1983)
 HO0145
 HO0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0145'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0109 ***********************************************************************
 JO0109  DESIGNATION -  H 70
 JO0109  PID         -  JO0109
 JO0109  STATE/COUNTY-  UT/GARFIELD
 JO0109  COUNTRY     -  US
 JO0109  USGS QUAD   -  FREMONT PASS (2017)
 JO0109
 JO0109                         *CURRENT SURVEY CONTROL
 JO0109  ______________________________________________________________________
 JO0109* NAD 83(1986) POSITION- 38 00 16.     (N) 112 22 52.     (W)   SCALED
 JO0109* NAVD 88 ORTHO HEIGHT -  1943.445 (meters)     6376.12  (feet) ADJUSTED
 JO0109  ______________________________________________________________________
 JO0109  GEOID HEIGHT    -        -19.840 (meters)                     GEOID18
 JO0109  DYNAMIC HEIGHT  -       1941.120 (meters)     6368.49  (feet) COMP
 JO0109  MODELED GRAVITY -    979,364.4   (mgal)                       NAVD 88
 JO0109
 JO0109  VERT ORDER      -  SECOND    CLASS 0
 JO0109
 JO0109.The horizontal coordinates were scaled from a map and have
 JO0109.an estimated accuracy of +/- 6 seconds.
 JO0109
 JO0109.The orthometric height was determined by differential leveling and
 JO0109.adjusted by the NATIONAL GEODETIC SURVEY
 JO0109.in June 1991.
 JO0109
 JO0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0109.GEOID18 height accuracy estimate available here.
 JO0109
 JO0109.Click photographs - Photos may exist for this station.
 JO0109
 JO0109.The dynamic height is computed by dividing the NAVD 88
 JO0109.geopotential number by the normal gravity value computed on the
 JO0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0109.degrees latitude (g = 980.6199 gals.).
 JO0109
 JO0109.The modeled gravity was interpolated from observed gravity values.
 JO0109
 JO0109;                    North         East    Units  Estimated Accuracy
 JO0109;SPC UT S     - 3,148,840.      422,620.      MT  (+/- 180 meters Scaled)
 JO0109
 JO0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH787072(NAD 83)
 JO0109
 JO0109                          SUPERSEDED SURVEY CONTROL
 JO0109
 JO0109  NGVD 29 (??/??/92) 1942.195  (m)         6372.02   (f) ADJ UNCH    2 0
 JO0109
 JO0109.Superseded values are not recommended for survey control.
 JO0109
 JO0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0109.See file dsdata.pdf to determine how the superseded data were derived.
 JO0109
 JO0109_MARKER: DD = SURVEY DISK
 JO0109_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0109_SP_SET: CULVERT HEADWALL
 JO0109_STAMPING: H 70 1931
 JO0109_MARK LOGO: USGS
 JO0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0109+STABILITY: SURFACE MOTION
 JO0109
 JO0109  HISTORY     - Date     Condition        Report By
 JO0109  HISTORY     - 1931     MONUMENTED       CGS
 JO0109
 JO0109                          STATION DESCRIPTION
 JO0109
 JO0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 JO0109'13.3 MI N FROM PANGUITCH.
 JO0109'ABOUT 13.3 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 JO0109'PANGUITCH, GARFIELD COUNTY, AT THE NORTH END OF A CONCRETE CANAL
 JO0109'CULVERT, IN THE TOP OF THE HEAD WALL, 18 FEET EAST OF THE CENTER LINE
 JO0109'OF THE HIGHWAY, AND 32 FEET WEST OF A FENCE.  A UNITED STATES
 JO0109'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 70 1931.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0338 ***********************************************************************
 KN0338  DESIGNATION -  H 70
 KN0338  PID         -  KN0338
 KN0338  STATE/COUNTY-  UT/UTAH
 KN0338  COUNTRY     -  US
 KN0338  USGS QUAD   -  GOSHEN (2017)
 KN0338
 KN0338                         *CURRENT SURVEY CONTROL
 KN0338  ______________________________________________________________________
 KN0338* NAD 83(1986) POSITION- 39 57 52.     (N) 111 57 26.     (W)   SCALED
 KN0338* NAVD 88 ORTHO HEIGHT -  1422.593 (meters)     4667.29  (feet) ADJUSTED
 KN0338  ______________________________________________________________________
 KN0338  GEOID HEIGHT    -        -17.772 (meters)                     GEOID18
 KN0338  DYNAMIC HEIGHT  -       1421.320 (meters)     4663.11  (feet) COMP
 KN0338  MODELED GRAVITY -    979,682.3   (mgal)                       NAVD 88
 KN0338
 KN0338  VERT ORDER      -  SECOND    CLASS 0
 KN0338
 KN0338.The horizontal coordinates were scaled from a map and have
 KN0338.an estimated accuracy of +/- 6 seconds.
 KN0338
 KN0338.The orthometric height was determined by differential leveling and
 KN0338.adjusted by the NATIONAL GEODETIC SURVEY
 KN0338.in June 1991.
 KN0338
 KN0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0338.GEOID18 height accuracy estimate available here.
 KN0338
 KN0338.Click photographs - Photos may exist for this station.
 KN0338
 KN0338.The dynamic height is computed by dividing the NAVD 88
 KN0338.geopotential number by the normal gravity value computed on the
 KN0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0338.degrees latitude (g = 980.6199 gals.).
 KN0338
 KN0338.The modeled gravity was interpolated from observed gravity values.
 KN0338
 KN0338;                    North         East    Units  Estimated Accuracy
 KN0338;SPC UT C     - 2,181,180.      460,940.      MT  (+/- 180 meters Scaled)
 KN0338
 KN0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK182242(NAD 83)
 KN0338
 KN0338                          SUPERSEDED SURVEY CONTROL
 KN0338
 KN0338  NGVD 29 (??/??/92) 1421.501  (m)         4663.71   (f) ADJ UNCH    2 0
 KN0338
 KN0338.Superseded values are not recommended for survey control.
 KN0338
 KN0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0338.See file dsdata.pdf to determine how the superseded data were derived.
 KN0338
 KN0338_MARKER: DB = BENCH MARK DISK
 KN0338_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0338_SP_SET: CULVERT HEADWALL
 KN0338_STAMPING: H 70 1923
 KN0338_MARK LOGO: USGS
 KN0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0338+STABILITY: SURFACE MOTION
 KN0338
 KN0338  HISTORY     - Date     Condition        Report By
 KN0338  HISTORY     - 1923     MONUMENTED       USGS
 KN0338  HISTORY     - 1975     MARK NOT FOUND   USGS
 KN0338
 KN0338                          STATION DESCRIPTION
 KN0338
 KN0338'DESCRIBED BY US GEOLOGICAL SURVEY 1923
 KN0338'3.1 MI W FROM GOSHEN.
 KN0338'ABOUT 3.1 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0338'FROM THE STATION AT GOSHEN, UTAH COUNTY, ABOUT 1 MILE NORTH OF THE
 KN0338'STATION AT ELBERTA, 50 FEET SOUTH OF THE CROSSING OF STATE HIGHWAY 26,
 KN0338'AT A CULVERT, AND IN THE TOP OF THE WEST HEAD WALL.  A UNITED STATES
 KN0338'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 70 1923.
 KN0338
 KN0338                          STATION RECOVERY (1975)
 KN0338
 KN0338'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KN0338'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0104 ***********************************************************************
 JO0104  DESIGNATION -  H 72
 JO0104  PID         -  JO0104
 JO0104  STATE/COUNTY-  UT/GARFIELD
 JO0104  COUNTRY     -  US
 JO0104  USGS QUAD   -  BULL RUSH PEAK (2017)
 JO0104
 JO0104                         *CURRENT SURVEY CONTROL
 JO0104  ______________________________________________________________________
 JO0104* NAD 83(1986) POSITION- 38 04 52.     (N) 112 20 24.     (W)   SCALED
 JO0104* NAVD 88 ORTHO HEIGHT -  1923.438 (meters)     6310.48  (feet) ADJUSTED
 JO0104  ______________________________________________________________________
 JO0104  GEOID HEIGHT    -        -19.534 (meters)                     GEOID18
 JO0104  DYNAMIC HEIGHT  -       1921.178 (meters)     6303.06  (feet) COMP
 JO0104  MODELED GRAVITY -    979,386.4   (mgal)                       NAVD 88
 JO0104
 JO0104  VERT ORDER      -  SECOND    CLASS 0
 JO0104
 JO0104.The horizontal coordinates were scaled from a map and have
 JO0104.an estimated accuracy of +/- 6 seconds.
 JO0104
 JO0104.The orthometric height was determined by differential leveling and
 JO0104.adjusted by the NATIONAL GEODETIC SURVEY
 JO0104.in June 1991.
 JO0104
 JO0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0104.GEOID18 height accuracy estimate available here.
 JO0104
 JO0104.Click photographs - Photos may exist for this station.
 JO0104
 JO0104.The dynamic height is computed by dividing the NAVD 88
 JO0104.geopotential number by the normal gravity value computed on the
 JO0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0104.degrees latitude (g = 980.6199 gals.).
 JO0104
 JO0104.The modeled gravity was interpolated from observed gravity values.
 JO0104
 JO0104;                    North         East    Units  Estimated Accuracy
 JO0104;SPC UT S     - 3,157,310.      426,310.      MT  (+/- 180 meters Scaled)
 JO0104
 JO0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH824156(NAD 83)
 JO0104
 JO0104                          SUPERSEDED SURVEY CONTROL
 JO0104
 JO0104  NGVD 29 (??/??/92) 1922.206  (m)         6306.44   (f) ADJ UNCH    2 0
 JO0104
 JO0104.Superseded values are not recommended for survey control.
 JO0104
 JO0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0104.See file dsdata.pdf to determine how the superseded data were derived.
 JO0104
 JO0104_MARKER: DD = SURVEY DISK
 JO0104_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0104_SP_SET: CULVERT HEADWALL
 JO0104_STAMPING: 6307 H 72 1931
 JO0104_MARK LOGO: USGS
 JO0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0104+STABILITY: SURFACE MOTION
 JO0104
 JO0104  HISTORY     - Date     Condition        Report By
 JO0104  HISTORY     - 1931     MONUMENTED       USGS
 JO0104  HISTORY     - 1966     MARK NOT FOUND   USGS
 JO0104
 JO0104                          STATION DESCRIPTION
 JO0104
 JO0104'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 JO0104'15.4 MI S FROM JUNCTION.
 JO0104'IN GARFIELD COUNTY, ABOUT 15.4 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM
 JO0104'THE COURTHOUSE AT JUNCTION, PIUTE COUNTY, AT A CONCRETE CULVERT, IN
 JO0104'THE CENTER OF THE TOP OF THE EAST HEAD WALL, AND 16 FEET EAST OF THE
 JO0104'CENTER LINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 JO0104'STANDARD DISK, STAMPED 6307 H 72 1931.
 JO0104
 JO0104                          STATION RECOVERY (1966)
 JO0104
 JO0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JO0104'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0100 ***********************************************************************
 JO0100  DESIGNATION -  H 73
 JO0100  PID         -  JO0100
 JO0100  STATE/COUNTY-  UT/GARFIELD
 JO0100  COUNTRY     -  US
 JO0100  USGS QUAD   -  BULL RUSH PEAK (2017)
 JO0100
 JO0100                         *CURRENT SURVEY CONTROL
 JO0100  ______________________________________________________________________
 JO0100* NAD 83(1986) POSITION- 38 07 13.     (N) 112 20 09.     (W)   SCALED
 JO0100* NAVD 88 ORTHO HEIGHT -  1899.401 (meters)     6231.62  (feet) ADJUSTED
 JO0100  ______________________________________________________________________
 JO0100  GEOID HEIGHT    -        -19.445 (meters)                     GEOID18
 JO0100  DYNAMIC HEIGHT  -       1897.161 (meters)     6224.27  (feet) COMP
 JO0100  MODELED GRAVITY -    979,383.0   (mgal)                       NAVD 88
 JO0100
 JO0100  VERT ORDER      -  SECOND    CLASS 0
 JO0100
 JO0100.The horizontal coordinates were scaled from a map and have
 JO0100.an estimated accuracy of +/- 6 seconds.
 JO0100
 JO0100.The orthometric height was determined by differential leveling and
 JO0100.adjusted by the NATIONAL GEODETIC SURVEY
 JO0100.in June 1991.
 JO0100
 JO0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0100.GEOID18 height accuracy estimate available here.
 JO0100
 JO0100.Click photographs - Photos may exist for this station.
 JO0100
 JO0100.The dynamic height is computed by dividing the NAVD 88
 JO0100.geopotential number by the normal gravity value computed on the
 JO0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0100.degrees latitude (g = 980.6199 gals.).
 JO0100
 JO0100.The modeled gravity was interpolated from observed gravity values.
 JO0100
 JO0100;                    North         East    Units  Estimated Accuracy
 JO0100;SPC UT S     - 3,161,660.      426,710.      MT  (+/- 180 meters Scaled)
 JO0100
 JO0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH829200(NAD 83)
 JO0100
 JO0100                          SUPERSEDED SURVEY CONTROL
 JO0100
 JO0100  NGVD 29 (??/??/92) 1898.146  (m)         6227.50   (f) ADJ UNCH    2 0
 JO0100
 JO0100.Superseded values are not recommended for survey control.
 JO0100
 JO0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0100.See file dsdata.pdf to determine how the superseded data were derived.
 JO0100
 JO0100_MARKER: DD = SURVEY DISK
 JO0100_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JO0100_SP_SET: CULVERT HEADWALL
 JO0100_STAMPING: 6228 H 73 1931
 JO0100_MARK LOGO: USGS
 JO0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0100
 JO0100  HISTORY     - Date     Condition        Report By
 JO0100  HISTORY     - 1931     MONUMENTED       USGS
 JO0100  HISTORY     - 1966     MARK NOT FOUND   USGS
 JO0100
 JO0100                          STATION DESCRIPTION
 JO0100
 JO0100'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 JO0100'12.5 MI S FROM JUNCTION.
 JO0100'IN GARFIELD COUNTY, ABOUT 12.5 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM
 JO0100'THE COURTHOUSE AT JUNCTION, PIUTE COUNTY, ABOUT 5.8 MILES SOUTHWEST OF
 JO0100'CIRCLEVILLE, PIUTE COUNTY, AT A CONCRETE CULVERT, IN THE TOP OF THE
 JO0100'SOUTH END OF A HEAD WALL, AND 25 FEET EAST OF THE CENTER LINE OF THE
 JO0100'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 JO0100'6228 H 73 1931.
 JO0100
 JO0100                          STATION RECOVERY (1966)
 JO0100
 JO0100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JO0100'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0341 ***********************************************************************
 KO0341  DESIGNATION -  H 74
 KO0341  PID         -  KO0341
 KO0341  STATE/COUNTY-  UT/MILLARD
 KO0341  COUNTRY     -  US
 KO0341  USGS QUAD   -  COWBOY PASS (2017)
 KO0341
 KO0341                         *CURRENT SURVEY CONTROL
 KO0341  ______________________________________________________________________
 KO0341* NAD 83(1994) POSITION- 39 20 27.19909(N) 113 38 30.40130(W)   ADJUSTED
 KO0341* NAVD 88 ORTHO HEIGHT -  1524.654 (meters)     5002.14  (feet) ADJUSTED
 KO0341  ______________________________________________________________________
 KO0341  GEOID HEIGHT    -        -19.868 (meters)                     GEOID18
 KO0341  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC18
 KO0341  DYNAMIC HEIGHT  -       1523.227 (meters)     4997.45  (feet) COMP
 KO0341  MODELED GRAVITY -    979,638.0   (mgal)                       NAVD 88
 KO0341
 KO0341  HORZ ORDER      -  THIRD
 KO0341  VERT ORDER      -  SECOND    CLASS 0
 KO0341
 KO0341.The horizontal coordinates were established by classical geodetic methods
 KO0341.and adjusted by the National Geodetic Survey in November 1997.
 KO0341
 KO0341.The orthometric height was determined by differential leveling and
 KO0341.adjusted by the NATIONAL GEODETIC SURVEY
 KO0341.in June 1991.
 KO0341
 KO0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0341.GEOID18 height accuracy estimate available here.
 KO0341
 KO0341.Click photographs - Photos may exist for this station.
 KO0341
 KO0341.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0341
 KO0341.The dynamic height is computed by dividing the NAVD 88
 KO0341.geopotential number by the normal gravity value computed on the
 KO0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0341.degrees latitude (g = 980.6199 gals.).
 KO0341
 KO0341.The modeled gravity was interpolated from observed gravity values.
 KO0341
 KO0341. The following values were computed from the NAD 83(1994) position.
 KO0341
 KO0341;                    North         East     Units Scale Factor Converg.
 KO0341;SPC UT C     - 2,114,068.440   315,388.523   MT  0.99993576   -1 22 19.1
 KO0341;SPC UT C     - 6,935,906.21  1,034,737.18   sFT  0.99993576   -1 22 19.1
 KO0341;UTM  12      - 4,357,935.090   272,329.513   MT  1.00023825   -1 40 31.5
 KO0341
 KO0341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0341!SPC UT C     -   0.99976397  x   0.99993576  =   0.99969974
 KO0341!UTM  12      -   0.99976397  x   1.00023825  =   1.00000216
 KO0341
 KO0341:                Primary Azimuth Mark                     Grid Az
 KO0341:SPC UT C     -  CONFUSION                                329 29 15.1
 KO0341:UTM  12      -  CONFUSION                                329 47 27.5
 KO0341
 KO0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ7232957935(NAD 83)
 KO0341
 KO0341|---------------------------------------------------------------------|
 KO0341| PID    Reference Object                     Distance      Geod. Az  |
 KO0341|                                                           dddmmss.s |
 KO0341| KO0461 CONFUSION                           APPROX.12.7 KM 3280656.0 |
 KO0341|---------------------------------------------------------------------|
 KO0341
 KO0341                          SUPERSEDED SURVEY CONTROL
 KO0341
 KO0341  NAD 83(1986)-  39 20 27.19348(N)    113 38 30.39906(W) AD(       ) 3
 KO0341  NAD 27      -  39 20 27.38369(N)    113 38 27.46005(W) AD(       ) 3
 KO0341  NGVD 29 (??/??/92) 1523.536  (m)         4998.47   (f) ADJ UNCH    2 0
 KO0341  NGVD 29            1523.54   (m)         4998.5    (f) LEVELING    3  
 KO0341
 KO0341.Superseded values are not recommended for survey control.
 KO0341
 KO0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0341.See file dsdata.pdf to determine how the superseded data were derived.
 KO0341
 KO0341_MARKER: DB = BENCH MARK DISK
 KO0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0341_STAMPING: H 74 1934
 KO0341_MARK LOGO: CGS
 KO0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0341+STABILITY: SURFACE MOTION
 KO0341
 KO0341  HISTORY     - Date     Condition        Report By
 KO0341  HISTORY     - 1934     MONUMENTED       CGS
 KO0341  HISTORY     - 1958     GOOD             USGS
 KO0341  HISTORY     - 1958     GOOD             USGS
 KO0341
 KO0341                          STATION DESCRIPTION
 KO0341
 KO0341'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (CCM)
 KO0341'H 74--21.6 MI. E. ALONG U.S. HIGHWAY 6 FROM ROBINSONS RANCH, MILLARD
 KO0341'COUNTY, 114 FT. SW. OF A SMALL DRY WASH, AT THE NW. EDGE OF THE OLD
 KO0341'RD., AND 54 FT. SE. OF CENTER OF THE HIGHWAY.
 KO0341'
 KO0341'THIS STATION IS 21.6 MI. E. ALONG ---OLD--- U.S.
 KO0341'HIGHWAY 6.  THE REST OF THE DESCRIPTION IS THE SAME.
 KO0341'
 KO0341'STATION MARK--STANDARD DISK, STAMPED ---H 74 1934---, SET IN THE TOP
 KO0341'OF A CONCRETE POST.
 KO0341'
 KO0341'REFERENCE MARKS--NONE.
 KO0341
 KO0341                          STATION RECOVERY (1958)
 KO0341
 KO0341'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 KO0341'21.6 MI E FROM ROBINSONS RANCH.
 KO0341'21.6 MILES EAST ALONG OLD U.S. HIGHWAY 6 FROM ROBINSONS RANCH, MILLARD
 KO0341'COUNTY, 114 FEET SOUTHWEST OF A SMALL DRY WASH, AT THE NORTHWEST EDGE
 KO0341'OF AN OLD ROAD, AND 54 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD. A
 KO0341'STANDARD DISK STAMPED H-74 1934, AND SET IN THE TOP OF A CONCRETE
 KO0341'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0097 ***********************************************************************
 JO0097  DESIGNATION -  H 74
 JO0097  PID         -  JO0097
 JO0097  STATE/COUNTY-  UT/PIUTE
 JO0097  COUNTRY     -  US
 JO0097  USGS QUAD   -  CIRCLEVILLE (2017)
 JO0097
 JO0097                         *CURRENT SURVEY CONTROL
 JO0097  ______________________________________________________________________
 JO0097* NAD 83(1986) POSITION- 38 08 58.     (N) 112 18 02.     (W)   SCALED
 JO0097* NAVD 88 ORTHO HEIGHT -  1873.909 (meters)     6147.98  (feet) ADJUSTED
 JO0097  ______________________________________________________________________
 JO0097  GEOID HEIGHT    -        -19.384 (meters)                     GEOID18
 JO0097  DYNAMIC HEIGHT  -       1871.720 (meters)     6140.80  (feet) COMP
 JO0097  MODELED GRAVITY -    979,394.8   (mgal)                       NAVD 88
 JO0097
 JO0097  VERT ORDER      -  SECOND    CLASS 0
 JO0097
 JO0097.The horizontal coordinates were scaled from a map and have
 JO0097.an estimated accuracy of +/- 6 seconds.
 JO0097
 JO0097.The orthometric height was determined by differential leveling and
 JO0097.adjusted by the NATIONAL GEODETIC SURVEY
 JO0097.in June 1991.
 JO0097
 JO0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0097.GEOID18 height accuracy estimate available here.
 JO0097
 JO0097.Click photographs - Photos may exist for this station.
 JO0097
 JO0097.The dynamic height is computed by dividing the NAVD 88
 JO0097.geopotential number by the normal gravity value computed on the
 JO0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0097.degrees latitude (g = 980.6199 gals.).
 JO0097
 JO0097.The modeled gravity was interpolated from observed gravity values.
 JO0097
 JO0097;                    North         East    Units  Estimated Accuracy
 JO0097;SPC UT S     - 3,164,870.      429,830.      MT  (+/- 180 meters Scaled)
 JO0097
 JO0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH860231(NAD 83)
 JO0097
 JO0097                          SUPERSEDED SURVEY CONTROL
 JO0097
 JO0097  NGVD 29 (??/??/92) 1872.664  (m)         6143.90   (f) ADJ UNCH    2 0
 JO0097
 JO0097.Superseded values are not recommended for survey control.
 JO0097
 JO0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0097.See file dsdata.pdf to determine how the superseded data were derived.
 JO0097
 JO0097_MARKER: DD = SURVEY DISK
 JO0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0097_STAMPING: H 74 1931
 JO0097_MARK LOGO: USGS
 JO0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0097+STABILITY: SURFACE MOTION
 JO0097
 JO0097  HISTORY     - Date     Condition        Report By
 JO0097  HISTORY     - 1931     MONUMENTED       USGS
 JO0097  HISTORY     - 20120613 MARK NOT FOUND   GEOCAC
 JO0097
 JO0097                          STATION DESCRIPTION
 JO0097
 JO0097'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 JO0097'9.3 MI S FROM JUNCTION.
 JO0097'ABOUT 9.3 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 JO0097'JUNCTION, PIUTE COUNTY, AT THE PIUTE-GARFIELD COUNTY LINE, 45 FEET
 JO0097'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 2 FEET NORTH OF THE
 JO0097'FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 74
 JO0097'1931 AND SET IN THE TOP OF A CONCRETE POST.
 JO0097
 JO0097                          STATION RECOVERY (2012)
 JO0097
 JO0097'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 JO0097'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0095 ***********************************************************************
 JO0095  DESIGNATION -  H 75
 JO0095  PID         -  JO0095
 JO0095  STATE/COUNTY-  UT/PIUTE
 JO0095  COUNTRY     -  US
 JO0095  USGS QUAD   -  CIRCLEVILLE (2017)
 JO0095
 JO0095                         *CURRENT SURVEY CONTROL
 JO0095  ______________________________________________________________________
 JO0095* NAD 83(1986) POSITION- 38 10 18.     (N) 112 16 14.     (W)   SCALED
 JO0095* NAVD 88 ORTHO HEIGHT -  1848.764 (meters)     6065.49  (feet) ADJUSTED
 JO0095  ______________________________________________________________________
 JO0095  GEOID HEIGHT    -        -19.346 (meters)                     GEOID18
 JO0095  DYNAMIC HEIGHT  -       1846.622 (meters)     6058.46  (feet) COMP
 JO0095  MODELED GRAVITY -    979,405.6   (mgal)                       NAVD 88
 JO0095
 JO0095  VERT ORDER      -  SECOND    CLASS 0
 JO0095
 JO0095.The horizontal coordinates were scaled from a map and have
 JO0095.an estimated accuracy of +/- 6 seconds.
 JO0095
 JO0095.The orthometric height was determined by differential leveling and
 JO0095.adjusted by the NATIONAL GEODETIC SURVEY
 JO0095.in June 1991.
 JO0095
 JO0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0095.GEOID18 height accuracy estimate available here.
 JO0095
 JO0095.Click photographs - Photos may exist for this station.
 JO0095
 JO0095.The dynamic height is computed by dividing the NAVD 88
 JO0095.geopotential number by the normal gravity value computed on the
 JO0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0095.degrees latitude (g = 980.6199 gals.).
 JO0095
 JO0095.The modeled gravity was interpolated from observed gravity values.
 JO0095
 JO0095;                    North         East    Units  Estimated Accuracy
 JO0095;SPC UT S     - 3,167,310.      432,480.      MT  (+/- 180 meters Scaled)
 JO0095
 JO0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH887256(NAD 83)
 JO0095
 JO0095                          SUPERSEDED SURVEY CONTROL
 JO0095
 JO0095  NGVD 29 (??/??/92) 1847.533  (m)         6061.45   (f) ADJ UNCH    2 0
 JO0095
 JO0095.Superseded values are not recommended for survey control.
 JO0095
 JO0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0095.See file dsdata.pdf to determine how the superseded data were derived.
 JO0095
 JO0095_MARKER: DD = SURVEY DISK
 JO0095_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0095_SP_SET: CULVERT HEADWALL
 JO0095_STAMPING: H 75 1931
 JO0095_MARK LOGO: USGS
 JO0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0095+STABILITY: SURFACE MOTION
 JO0095
 JO0095  HISTORY     - Date     Condition        Report By
 JO0095  HISTORY     - 1931     MONUMENTED       USGS
 JO0095  HISTORY     - 1966     MARK NOT FOUND   USGS
 JO0095  HISTORY     - 20120613 MARK NOT FOUND   GEOCAC
 JO0095
 JO0095                          STATION DESCRIPTION
 JO0095
 JO0095'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 JO0095'6.6 MI S FROM JUNCTION.
 JO0095'ABOUT 6.6 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 JO0095'JUNCTION, PIUTE COUNTY, ABOUT 250 FEET EAST OF THE POST OFFICE AT
 JO0095'CIRCLEVILLE, IN THE SOUTHEAST ANGLE AT A MAIN-ROAD CROSSING, AT A
 JO0095'CONCRETE CULVERT, IN TOP OF THE EAST WING WALL, AND 21 FEET SOUTH OF
 JO0095'THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 JO0095'STANDARD DISK, STAMPED H 75 1931.
 JO0095
 JO0095                          STATION RECOVERY (1966)
 JO0095
 JO0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JO0095'MARK NOT FOUND.
 JO0095
 JO0095                          STATION RECOVERY (2012)
 JO0095
 JO0095'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 JO0095'THE STRUCTURE INTO WHICH THE STATION WAS SET HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0354 ***********************************************************************
 KO0354  DESIGNATION -  H 75
 KO0354  PID         -  KO0354
 KO0354  STATE/COUNTY-  UT/MILLARD
 KO0354  COUNTRY     -  US
 KO0354  USGS QUAD   -  TROUT CREEK SW (2017)
 KO0354
 KO0354                         *CURRENT SURVEY CONTROL
 KO0354  ______________________________________________________________________
 KO0354* NAD 83(1986) POSITION- 39 31 53.     (N) 113 57 26.     (W)   SCALED
 KO0354* NAVD 88 ORTHO HEIGHT -  1498.272 (meters)     4915.58  (feet) ADJUSTED
 KO0354  ______________________________________________________________________
 KO0354  GEOID HEIGHT    -        -19.824 (meters)                     GEOID18
 KO0354  DYNAMIC HEIGHT  -       1496.855 (meters)     4910.93  (feet) COMP
 KO0354  MODELED GRAVITY -    979,629.0   (mgal)                       NAVD 88
 KO0354
 KO0354  VERT ORDER      -  SECOND    CLASS 0
 KO0354
 KO0354.The horizontal coordinates were scaled from a map and have
 KO0354.an estimated accuracy of +/- 6 seconds.
 KO0354
 KO0354.The orthometric height was determined by differential leveling and
 KO0354.adjusted by the NATIONAL GEODETIC SURVEY
 KO0354.in June 1991.
 KO0354
 KO0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0354.GEOID18 height accuracy estimate available here.
 KO0354
 KO0354.Click photographs - Photos may exist for this station.
 KO0354
 KO0354.The dynamic height is computed by dividing the NAVD 88
 KO0354.geopotential number by the normal gravity value computed on the
 KO0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0354.degrees latitude (g = 980.6199 gals.).
 KO0354
 KO0354.The modeled gravity was interpolated from observed gravity values.
 KO0354
 KO0354;                    North         East    Units  Estimated Accuracy
 KO0354;SPC UT C     - 2,135,910.      288,790.      MT  (+/- 180 meters Scaled)
 KO0354
 KO0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ458799(NAD 83)
 KO0354
 KO0354                          SUPERSEDED SURVEY CONTROL
 KO0354
 KO0354  NGVD 29 (??/??/92) 1497.164  (m)         4911.95   (f) ADJ UNCH    2 0
 KO0354
 KO0354.Superseded values are not recommended for survey control.
 KO0354
 KO0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0354.See file dsdata.pdf to determine how the superseded data were derived.
 KO0354
 KO0354_MARKER: DB = BENCH MARK DISK
 KO0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0354_STAMPING: H 75 1934
 KO0354_MARK LOGO: CGS
 KO0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0354+STABILITY: SURFACE MOTION
 KO0354
 KO0354  HISTORY     - Date     Condition        Report By
 KO0354  HISTORY     - 1934     MONUMENTED       CGS
 KO0354  HISTORY     - 1950     GOOD             CGS
 KO0354  HISTORY     - 20031021 GOOD             USGS-R
 KO0354
 KO0354                          STATION DESCRIPTION
 KO0354
 KO0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0354'13.7 MI S FROM TROUT CREEK.
 KO0354'IN MILLARD COUNTY, 13.7 MILES SOUTH ALONG THE ROAD LEADING TO ROBINSON
 KO0354'RANCH FROM THE OLD POST OFFICE AT TROUT CREEK, AT THE SOUTH END OF A
 KO0354'LONG S-CURVE, 70 FEET NORTH OF A SMALL DRY WASH, AND 30 FEET EAST OF
 KO0354'THE CENTER LINE OF THE ROAD.  SET IN THE TOP OF A CONCRETE POST.
 KO0354
 KO0354                          STATION RECOVERY (1950)
 KO0354
 KO0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KO0354'RECOVERED IN GOOD CONDITION.
 KO0354
 KO0354                          STATION RECOVERY (2003)
 KO0354
 KO0354'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 2003 (JMM)
 KO0354'WEST DESERT SCHOOL AT PARTOUN, 8.4 MILES SOUTH ALONG A GRAVEL ROAD, 70
 KO0354'FEET NORTH OF A SMALL WASH, 30 FEET EAST OF THE OLD ROAD, 261 FEET
 KO0354'WEST OF THE CENTER LINE OF THE GRAVEL ROAD. SET IN CONCRETE POST AND
 KO0354'STAMPED H 75 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0090 ***********************************************************************
 JO0090  DESIGNATION -  H 76
 JO0090  PID         -  JO0090
 JO0090  STATE/COUNTY-  UT/PIUTE
 JO0090  COUNTRY     -  US
 JO0090  USGS QUAD   -  JUNCTION (2017)
 JO0090
 JO0090                         *CURRENT SURVEY CONTROL
 JO0090  ______________________________________________________________________
 JO0090* NAD 83(1986) POSITION- 38 11 46.     (N) 112 12 55.     (W)   SCALED
 JO0090* NAVD 88 ORTHO HEIGHT -  1831.919 (meters)     6010.22  (feet) ADJUSTED
 JO0090  ______________________________________________________________________
 JO0090  GEOID HEIGHT    -        -19.243 (meters)                     GEOID18
 JO0090  DYNAMIC HEIGHT  -       1829.824 (meters)     6003.35  (feet) COMP
 JO0090  MODELED GRAVITY -    979,420.7   (mgal)                       NAVD 88
 JO0090
 JO0090  VERT ORDER      -  SECOND    CLASS 0
 JO0090
 JO0090.The horizontal coordinates were scaled from a map and have
 JO0090.an estimated accuracy of +/- 6 seconds.
 JO0090
 JO0090.The orthometric height was determined by differential leveling and
 JO0090.adjusted by the NATIONAL GEODETIC SURVEY
 JO0090.in June 1991.
 JO0090
 JO0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0090.GEOID18 height accuracy estimate available here.
 JO0090
 JO0090.Click photographs - Photos may exist for this station.
 JO0090
 JO0090.The dynamic height is computed by dividing the NAVD 88
 JO0090.geopotential number by the normal gravity value computed on the
 JO0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0090.degrees latitude (g = 980.6199 gals.).
 JO0090
 JO0090.The modeled gravity was interpolated from observed gravity values.
 JO0090
 JO0090;                    North         East    Units  Estimated Accuracy
 JO0090;SPC UT S     - 3,169,990.      437,350.      MT  (+/- 180 meters Scaled)
 JO0090
 JO0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH935282(NAD 83)
 JO0090
 JO0090                          SUPERSEDED SURVEY CONTROL
 JO0090
 JO0090  NGVD 29 (??/??/92) 1830.708  (m)         6006.25   (f) ADJ UNCH    2 0
 JO0090
 JO0090.Superseded values are not recommended for survey control.
 JO0090
 JO0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0090.See file dsdata.pdf to determine how the superseded data were derived.
 JO0090
 JO0090_MARKER: DB = BENCH MARK DISK
 JO0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0090_STAMPING: H 76 1934
 JO0090_MARK LOGO: CGS
 JO0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0090+STABILITY: SURFACE MOTION
 JO0090
 JO0090  HISTORY     - Date     Condition        Report By
 JO0090  HISTORY     - 1934     MONUMENTED       CGS
 JO0090  HISTORY     - 1966     GOOD             USGS
 JO0090
 JO0090                          STATION DESCRIPTION
 JO0090
 JO0090'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 JO0090'3.0 MI S FROM JUNCTION.
 JO0090'3.0 MILES SOUTH ALONG HIGHWAY 89 FROM THE COURTHOUSE AT JUNCTION,
 JO0090'PIUTE COUNTY, ABOUT 830 FEET SOUTH FROM THE BRIDGE OVER THE SEVIER
 JO0090'RIVER, 120 FEET EAST OF HIGHWAY ON A CURVE, AND SET IN THE TOP OF A
 JO0090'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0195 ***********************************************************************
 LP0195  DESIGNATION -  H 76
 LP0195  PID         -  LP0195
 LP0195  STATE/COUNTY-  UT/TOOELE
 LP0195  COUNTRY     -  US
 LP0195  USGS QUAD   -  CLIFTON (2017)
 LP0195
 LP0195                         *CURRENT SURVEY CONTROL
 LP0195  ______________________________________________________________________
 LP0195* NAD 83(1986) POSITION- 40 03 45.     (N) 113 49 21.     (W)   SCALED
 LP0195* NAVD 88 ORTHO HEIGHT -  1717.668 (meters)     5635.38  (feet) ADJUSTED
 LP0195  ______________________________________________________________________
 LP0195  GEOID HEIGHT    -        -18.889 (meters)                     GEOID18
 LP0195  DYNAMIC HEIGHT  -       1716.102 (meters)     5630.24  (feet) COMP
 LP0195  MODELED GRAVITY -    979,653.2   (mgal)                       NAVD 88
 LP0195
 LP0195  VERT ORDER      -  SECOND    CLASS 0
 LP0195
 LP0195.The horizontal coordinates were scaled from a map and have
 LP0195.an estimated accuracy of +/- 6 seconds.
 LP0195
 LP0195.The orthometric height was determined by differential leveling and
 LP0195.adjusted by the NATIONAL GEODETIC SURVEY
 LP0195.in June 1991.
 LP0195
 LP0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0195.GEOID18 height accuracy estimate available here.
 LP0195
 LP0195.Click photographs - Photos may exist for this station.
 LP0195
 LP0195.The dynamic height is computed by dividing the NAVD 88
 LP0195.geopotential number by the normal gravity value computed on the
 LP0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0195.degrees latitude (g = 980.6199 gals.).
 LP0195
 LP0195.The modeled gravity was interpolated from observed gravity values.
 LP0195
 LP0195;                    North         East    Units  Estimated Accuracy
 LP0195;SPC UT C     - 2,194,540.      301,890.      MT  (+/- 180 meters Scaled)
 LP0195
 LP0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK592385(NAD 83)
 LP0195
 LP0195                          SUPERSEDED SURVEY CONTROL
 LP0195
 LP0195  NGVD 29 (??/??/92) 1716.560  (m)         5631.75   (f) ADJ UNCH    2 0
 LP0195
 LP0195.Superseded values are not recommended for survey control.
 LP0195
 LP0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0195.See file dsdata.pdf to determine how the superseded data were derived.
 LP0195
 LP0195_MARKER: DB = BENCH MARK DISK
 LP0195_SETTING: 66 = SET IN ROCK OUTCROP
 LP0195_STAMPING: H 76 1934
 LP0195_MARK LOGO: CGS
 LP0195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0195+STABILITY: POSITION/ELEVATION WELL
 LP0195
 LP0195  HISTORY     - Date     Condition        Report By
 LP0195  HISTORY     - 1934     MONUMENTED       CGS
 LP0195  HISTORY     - 1973     MARK NOT FOUND   USGS
 LP0195
 LP0195                          STATION DESCRIPTION
 LP0195
 LP0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0195'8.6 MI S FROM GOLD HILL.
 LP0195'8.6 MILES SOUTH ALONG THE ROAD LEADING TO TROUT CREEK FROM THE DEEP
 LP0195'CREEK RAILROAD STATION AT GOLD HILL, AT THE SOUTHWEST SIDE OF A LARGE
 LP0195'DRY WASH, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND IN THE
 LP0195'TOP OF A ROCK LEDGE.
 LP0195
 LP0195                          STATION RECOVERY (1973)
 LP0195
 LP0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LP0195'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0065 ***********************************************************************
 LQ0065  DESIGNATION -  H 77
 LQ0065  PID         -  LQ0065
 LQ0065  STATE/COUNTY-  UT/TOOELE
 LQ0065  COUNTRY     -  US
 LQ0065  USGS QUAD   -  WENDOVER (2017)
 LQ0065
 LQ0065                         *CURRENT SURVEY CONTROL
 LQ0065  ______________________________________________________________________
 LQ0065* NAD 83(1986) POSITION- 40 40 12.     (N) 114 02 39.     (W)   SCALED
 LQ0065* NAVD 88 ORTHO HEIGHT -  1286.991 (meters)     4222.40  (feet) ADJUSTED
 LQ0065  ______________________________________________________________________
 LQ0065  GEOID HEIGHT    -        -18.343 (meters)                     GEOID18
 LQ0065  DYNAMIC HEIGHT  -       1286.004 (meters)     4219.16  (feet) COMP
 LQ0065  MODELED GRAVITY -    979,813.3   (mgal)                       NAVD 88
 LQ0065
 LQ0065  VERT ORDER      -  SECOND    CLASS 0
 LQ0065
 LQ0065.The horizontal coordinates were scaled from a map and have
 LQ0065.an estimated accuracy of +/- 6 seconds.
 LQ0065
 LQ0065.The orthometric height was determined by differential leveling and
 LQ0065.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0065.in June 1991.
 LQ0065
 LQ0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0065.GEOID18 height accuracy estimate available here.
 LQ0065
 LQ0065.Click photographs - Photos may exist for this station.
 LQ0065
 LQ0065.The dynamic height is computed by dividing the NAVD 88
 LQ0065.geopotential number by the normal gravity value computed on the
 LQ0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0065.degrees latitude (g = 980.6199 gals.).
 LQ0065
 LQ0065.The modeled gravity was interpolated from observed gravity values.
 LQ0065
 LQ0065;                    North         East    Units  Estimated Accuracy
 LQ0065;SPC UT C     - 2,262,480.      284,910.      MT  (+/- 180 meters Scaled)
 LQ0065
 LQ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF498063(NAD 83)
 LQ0065
 LQ0065                          SUPERSEDED SURVEY CONTROL
 LQ0065
 LQ0065  NGVD 29 (??/??/92) 1286.040  (m)         4219.28   (f) ADJ UNCH    2 0
 LQ0065
 LQ0065.Superseded values are not recommended for survey control.
 LQ0065
 LQ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0065.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0065
 LQ0065_MARKER: DB = BENCH MARK DISK
 LQ0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0065_STAMPING: H 77 1934
 LQ0065_MARK LOGO: CGS
 LQ0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0065+STABILITY: SURFACE MOTION
 LQ0065
 LQ0065  HISTORY     - Date     Condition        Report By
 LQ0065  HISTORY     - 1934     MONUMENTED       CGS
 LQ0065  HISTORY     - 1972     MARK NOT FOUND   USGS
 LQ0065  HISTORY     - 19910826 MARK NOT FOUND   DOD
 LQ0065
 LQ0065                          STATION DESCRIPTION
 LQ0065
 LQ0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LQ0065'4.5 MI S FROM WENDOVER.
 LQ0065'4.5 MILES SOUTH ALONG THE DEEP CREEK RAILROAD FROM THE TRI-STATE
 LQ0065'MERCANTILE CO. STORE AT WENDOVER, TOOELE COUNTY, 83 FEET WEST OF
 LQ0065'MILEPOST 5, 43 FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 3
 LQ0065'FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED H 77 1934 AND SET
 LQ0065'IN THE TOP OF A CONCRETE POST.
 LQ0065
 LQ0065                          STATION RECOVERY (1972)
 LQ0065
 LQ0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 LQ0065'MARK NOT FOUND.
 LQ0065
 LQ0065                          STATION RECOVERY (1991)
 LQ0065
 LQ0065'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1991 (RFA)
 LQ0065'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0086 ***********************************************************************
 JO0086  DESIGNATION -  H 77
 JO0086  PID         -  JO0086
 JO0086  STATE/COUNTY-  UT/PIUTE
 JO0086  COUNTRY     -  US
 JO0086  USGS QUAD   -  JUNCTION (2017)
 JO0086
 JO0086                         *CURRENT SURVEY CONTROL
 JO0086  ______________________________________________________________________
 JO0086* NAD 83(1986) POSITION- 38 14 14.21   (N) 112 13 12.37   (W)   HD_HELD1
 JO0086* NAVD 88 ORTHO HEIGHT -  1830.300 (meters)     6004.91  (feet) ADJUSTED
 JO0086  ______________________________________________________________________
 JO0086  GEOID HEIGHT    -        -19.203 (meters)                     GEOID18
 JO0086  DYNAMIC HEIGHT  -       1828.199 (meters)     5998.02  (feet) COMP
 JO0086  MODELED GRAVITY -    979,416.6   (mgal)                       NAVD 88
 JO0086
 JO0086  VERT ORDER      -  SECOND    CLASS 0
 JO0086
 JO0086.The horizontal coordinates were determined by differentially corrected
 JO0086.hand held GPS observations or other comparable positioning techniques
 JO0086.and have an estimated accuracy of +/- 3 meters.
 JO0086
 JO0086.The orthometric height was determined by differential leveling and
 JO0086.adjusted by the NATIONAL GEODETIC SURVEY
 JO0086.in June 1991.
 JO0086
 JO0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0086.GEOID18 height accuracy estimate available here.
 JO0086
 JO0086.Click photographs - Photos may exist for this station.
 JO0086
 JO0086.The dynamic height is computed by dividing the NAVD 88
 JO0086.geopotential number by the normal gravity value computed on the
 JO0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0086.degrees latitude (g = 980.6199 gals.).
 JO0086
 JO0086.The modeled gravity was interpolated from observed gravity values.
 JO0086
 JO0086;                    North         East    Units  Estimated Accuracy
 JO0086;SPC UT S     - 3,174,558.9     436,957.7     MT  (+/- 3 meters HH1 GPS) 
 JO0086
 JO0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH9322232846(NAD 83)
 JO0086
 JO0086                          SUPERSEDED SURVEY CONTROL
 JO0086
 JO0086  NGVD 29 (??/??/92) 1829.068  (m)         6000.87   (f) ADJ UNCH    2 0
 JO0086
 JO0086.Superseded values are not recommended for survey control.
 JO0086
 JO0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0086.See file dsdata.pdf to determine how the superseded data were derived.
 JO0086
 JO0086_MARKER: DB = BENCH MARK DISK
 JO0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0086_STAMPING: H 77 6001 1931
 JO0086_MARK LOGO: USGS
 JO0086_PROJECTION: PROJECTING 20 CENTIMETERS
 JO0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0086+STABILITY: SURFACE MOTION
 JO0086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0086+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2025
 JO0086
 JO0086  HISTORY     - Date     Condition        Report By
 JO0086  HISTORY     - 1931     MONUMENTED       USGS
 JO0086  HISTORY     - 20120613 GOOD             GEOCAC
 JO0086  HISTORY     - 20250227 GOOD             USPSQD
 JO0086
 JO0086                          STATION DESCRIPTION
 JO0086
 JO0086'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 JO0086'IN JUNCTION.
 JO0086'AT JUNCTION, PIUTE COUNTY, 73 FEET EAST OF THE EAST AND MAIN ENTRANCE
 JO0086'TO THE COUNTY COURTHOUSE, 10 FEET SOUTH OF THE SIDEWALK LEADING TO THE
 JO0086'BUILDING, AND 4 FEET WEST OF THE SIDEWALK OF THE MAIN STREET.  A
 JO0086'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 77 1931 AND
 JO0086'SET IN THE TOP OF A CONCRETE POST.
 JO0086
 JO0086                          STATION RECOVERY (2012)
 JO0086
 JO0086'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 JO0086'RECOVERED IN GOOD CONDITION, AS DESCRIBED.
 JO0086
 JO0086                          STATION RECOVERY (2025)
 JO0086
 JO0086'RECOVERY NOTE BY US POWER SQUADRON 2025 (JLB)
 JO0086'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0085 ***********************************************************************
 JO0085  DESIGNATION -  H 78
 JO0085  PID         -  JO0085
 JO0085  STATE/COUNTY-  UT/PIUTE
 JO0085  COUNTRY     -  US
 JO0085  USGS QUAD   -  JUNCTION (2017)
 JO0085
 JO0085                         *CURRENT SURVEY CONTROL
 JO0085  ______________________________________________________________________
 JO0085* NAD 83(1986) POSITION- 38 14 15.     (N) 112 13 12.     (W)   SCALED
 JO0085* NAVD 88 ORTHO HEIGHT -  1830.645 (meters)     6006.04  (feet) ADJUSTED
 JO0085  ______________________________________________________________________
 JO0085  GEOID HEIGHT    -        -19.203 (meters)                     GEOID18
 JO0085  DYNAMIC HEIGHT  -       1828.544 (meters)     5999.15  (feet) COMP
 JO0085  MODELED GRAVITY -    979,416.6   (mgal)                       NAVD 88
 JO0085
 JO0085  VERT ORDER      -  SECOND    CLASS 0
 JO0085
 JO0085.The horizontal coordinates were scaled from a map and have
 JO0085.an estimated accuracy of +/- 6 seconds.
 JO0085
 JO0085.The orthometric height was determined by differential leveling and
 JO0085.adjusted by the NATIONAL GEODETIC SURVEY
 JO0085.in June 1991.
 JO0085
 JO0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0085.GEOID18 height accuracy estimate available here.
 JO0085
 JO0085.Click photographs - Photos may exist for this station.
 JO0085
 JO0085.The dynamic height is computed by dividing the NAVD 88
 JO0085.geopotential number by the normal gravity value computed on the
 JO0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0085.degrees latitude (g = 980.6199 gals.).
 JO0085
 JO0085.The modeled gravity was interpolated from observed gravity values.
 JO0085
 JO0085;                    North         East    Units  Estimated Accuracy
 JO0085;SPC UT S     - 3,174,580.      436,970.      MT  (+/- 180 meters Scaled)
 JO0085
 JO0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH932328(NAD 83)
 JO0085
 JO0085                          SUPERSEDED SURVEY CONTROL
 JO0085
 JO0085  NGVD 29 (??/??/92) 1829.413  (m)         6002.00   (f) ADJ UNCH    2 0
 JO0085
 JO0085.Superseded values are not recommended for survey control.
 JO0085
 JO0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0085.See file dsdata.pdf to determine how the superseded data were derived.
 JO0085
 JO0085_MARKER: DD = SURVEY DISK
 JO0085_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0085_SP_SET: CANAL
 JO0085_STAMPING: H 78 1931
 JO0085_MARK LOGO: USGS
 JO0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0085+STABILITY: SURFACE MOTION
 JO0085
 JO0085  HISTORY     - Date     Condition        Report By
 JO0085  HISTORY     - 1931     MONUMENTED       USGS
 JO0085  HISTORY     - 20120613 MARK NOT FOUND   GEOCAC
 JO0085
 JO0085                          STATION DESCRIPTION
 JO0085
 JO0085'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 JO0085'IN JUNCTION.
 JO0085'AT JUNCTION, PIUTE COUNTY, ON U.S. HIGHWAY 89, ABOUT 250 FEET
 JO0085'NORTHEAST OF THE COUNTY COURTHOUSE, 16 FEET SOUTH OF A SIDE ROAD
 JO0085'LEADING EAST, 44 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AT THE
 JO0085'HEAD GATE TO AN IRRIGATION CANAL, AND IN THE TOP OF THE SOUTHEAST
 JO0085'CONCRETE WING WALL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 JO0085'STAMPED H 78 1931.
 JO0085
 JO0085                          STATION RECOVERY (2012)
 JO0085
 JO0085'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 JO0085'THE STRUCTURE INTO WHICH THE STATION WAS SET HAS BEEN REPLACED OR
 JO0085'MODIFIED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0081 ***********************************************************************
 JO0081  DESIGNATION -  H 79
 JO0081  PID         -  JO0081
 JO0081  STATE/COUNTY-  UT/PIUTE
 JO0081  COUNTRY     -  US
 JO0081  USGS QUAD   -  PIUTE RESERVOIR (2017)
 JO0081
 JO0081                         *CURRENT SURVEY CONTROL
 JO0081  ______________________________________________________________________
 JO0081* NAD 83(1986) POSITION- 38 16 57.     (N) 112 13 17.     (W)   SCALED
 JO0081* NAVD 88 ORTHO HEIGHT -  1839.394 (meters)     6034.75  (feet) ADJUSTED
 JO0081  ______________________________________________________________________
 JO0081  GEOID HEIGHT    -        -19.130 (meters)                     GEOID18
 JO0081  DYNAMIC HEIGHT  -       1837.276 (meters)     6027.80  (feet) COMP
 JO0081  MODELED GRAVITY -    979,412.8   (mgal)                       NAVD 88
 JO0081
 JO0081  VERT ORDER      -  SECOND    CLASS 0
 JO0081
 JO0081.The horizontal coordinates were scaled from a map and have
 JO0081.an estimated accuracy of +/- 6 seconds.
 JO0081
 JO0081.The orthometric height was determined by differential leveling and
 JO0081.adjusted by the NATIONAL GEODETIC SURVEY
 JO0081.in June 1991.
 JO0081
 JO0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0081.GEOID18 height accuracy estimate available here.
 JO0081
 JO0081.Click photographs - Photos may exist for this station.
 JO0081
 JO0081.The dynamic height is computed by dividing the NAVD 88
 JO0081.geopotential number by the normal gravity value computed on the
 JO0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0081.degrees latitude (g = 980.6199 gals.).
 JO0081
 JO0081.The modeled gravity was interpolated from observed gravity values.
 JO0081
 JO0081;                    North         East    Units  Estimated Accuracy
 JO0081;SPC UT S     - 3,179,580.      436,880.      MT  (+/- 180 meters Scaled)
 JO0081
 JO0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH931378(NAD 83)
 JO0081
 JO0081                          SUPERSEDED SURVEY CONTROL
 JO0081
 JO0081  NGVD 29 (??/??/92) 1838.138  (m)         6030.62   (f) ADJ UNCH    2 0
 JO0081
 JO0081.Superseded values are not recommended for survey control.
 JO0081
 JO0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0081.See file dsdata.pdf to determine how the superseded data were derived.
 JO0081
 JO0081_MARKER: DB = BENCH MARK DISK
 JO0081_SETTING: 80 = SET IN A BOULDER
 JO0081_STAMPING: H 79 1931
 JO0081_MARK LOGO: USGS
 JO0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0081+STABILITY: SURFACE MOTION
 JO0081
 JO0081  HISTORY     - Date     Condition        Report By
 JO0081  HISTORY     - 1931     MONUMENTED       USGS
 JO0081
 JO0081                          STATION DESCRIPTION
 JO0081
 JO0081'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 JO0081'3.2 MI N FROM JUNCTION.
 JO0081'ABOUT 3.2 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 JO0081'JUNCTION, PIUTE COUNTY, 27 FEET SOUTHWEST OF A RIGHT-OF-WAY BOUNDARY
 JO0081'POST, 37 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A
 JO0081'BOULDER, AND ABOUT 18 INCHES ABOVE GROUND.  A UNITED STATES GEOLOGICAL
 JO0081'SURVEY STANDARD DISK, STAMPED H 79 1931.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0299 ***********************************************************************
 KO0299  DESIGNATION -  H 79
 KO0299  PID         -  KO0299
 KO0299  STATE/COUNTY-  UT/JUAB
 KO0299  COUNTRY     -  US
 KO0299  USGS QUAD   -  FISH SPRINGS SW (2017)
 KO0299
 KO0299                         *CURRENT SURVEY CONTROL
 KO0299  ______________________________________________________________________
 KO0299* NAD 83(1986) POSITION- 39 48 37.     (N) 113 23 52.     (W)   SCALED
 KO0299* NAVD 88 ORTHO HEIGHT -  1322.112 (meters)     4337.63  (feet) ADJUSTED
 KO0299  ______________________________________________________________________
 KO0299  GEOID HEIGHT    -        -19.425 (meters)                     GEOID18
 KO0299  DYNAMIC HEIGHT  -       1320.976 (meters)     4333.90  (feet) COMP
 KO0299  MODELED GRAVITY -    979,721.4   (mgal)                       NAVD 88
 KO0299
 KO0299  VERT ORDER      -  SECOND    CLASS 0
 KO0299
 KO0299.The horizontal coordinates were scaled from a map and have
 KO0299.an estimated accuracy of +/- 6 seconds.
 KO0299
 KO0299.The orthometric height was determined by differential leveling and
 KO0299.adjusted by the NATIONAL GEODETIC SURVEY
 KO0299.in June 1991.
 KO0299
 KO0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0299.GEOID18 height accuracy estimate available here.
 KO0299
 KO0299.Click photographs - Photos may exist for this station.
 KO0299
 KO0299.The dynamic height is computed by dividing the NAVD 88
 KO0299.geopotential number by the normal gravity value computed on the
 KO0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0299.degrees latitude (g = 980.6199 gals.).
 KO0299
 KO0299.The modeled gravity was interpolated from observed gravity values.
 KO0299
 KO0299;                    North         East    Units  Estimated Accuracy
 KO0299;SPC UT C     - 2,165,690.      337,520.      MT  (+/- 180 meters Scaled)
 KO0299
 KO0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK947094(NAD 83)
 KO0299
 KO0299                          SUPERSEDED SURVEY CONTROL
 KO0299
 KO0299  NGVD 29 (??/??/92) 1321.083  (m)         4334.25   (f) ADJ UNCH    2 0
 KO0299
 KO0299.Superseded values are not recommended for survey control.
 KO0299
 KO0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0299.See file dsdata.pdf to determine how the superseded data were derived.
 KO0299
 KO0299_MARKER: DB = BENCH MARK DISK
 KO0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0299_STAMPING: H 79 1934
 KO0299_MARK LOGO: CGS
 KO0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0299+STABILITY: SURFACE MOTION
 KO0299
 KO0299  HISTORY     - Date     Condition        Report By
 KO0299  HISTORY     - 1934     MONUMENTED       CGS
 KO0299  HISTORY     - 1967     GOOD             USGS
 KO0299
 KO0299                          STATION DESCRIPTION
 KO0299
 KO0299'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 KO0299'5.5 MI SE FROM FISH SPRINGS.
 KO0299'5.5 MILES SE ALONG THE HINCKLEY-CALLAO ROAD FROM FISH SPRINGS.  FISH
 KO0299'SPRINGS NATIONAL WILDLIFE REFUGE HEADQUARTERS, 1.2 MI SOUTH OF ALONG
 KO0299'THE PONY EXPRESS ROAD, THENCE 0.9 MI SOUTH ALONG TRACK ROAD ON WEST
 KO0299'SIDE OF FISH SPRINGS FLAT.  329 FT EAST OF 1/4 CORNER
 KO0299'(351/4S-11S-14W), 29 FT EAST OF RD.  SET IN TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0303 ***********************************************************************
 HO0303  DESIGNATION -  H 8
 HO0303  PID         -  HO0303
 HO0303  STATE/COUNTY-  UT/IRON
 HO0303  COUNTRY     -  US
 HO0303  USGS QUAD   -  HEIST (2017)
 HO0303
 HO0303                         *CURRENT SURVEY CONTROL
 HO0303  ______________________________________________________________________
 HO0303* NAD 83(1986) POSITION- 37 51 11.     (N) 113 50 55.     (W)   SCALED
 HO0303* NAVD 88 ORTHO HEIGHT -  1617.785 (meters)     5307.68  (feet) ADJUSTED
 HO0303  ______________________________________________________________________
 HO0303  GEOID HEIGHT    -        -22.869 (meters)                     GEOID18
 HO0303  DYNAMIC HEIGHT  -       1615.975 (meters)     5301.74  (feet) COMP
 HO0303  MODELED GRAVITY -    979,454.2   (mgal)                       NAVD 88
 HO0303
 HO0303  VERT ORDER      -  FIRST     CLASS II
 HO0303
 HO0303.The horizontal coordinates were scaled from a map and have
 HO0303.an estimated accuracy of +/- 6 seconds.
 HO0303
 HO0303.The orthometric height was determined by differential leveling and
 HO0303.adjusted by the NATIONAL GEODETIC SURVEY
 HO0303.in June 1991.
 HO0303
 HO0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0303.GEOID18 height accuracy estimate available here.
 HO0303
 HO0303.Click photographs - Photos may exist for this station.
 HO0303
 HO0303.The dynamic height is computed by dividing the NAVD 88
 HO0303.geopotential number by the normal gravity value computed on the
 HO0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0303.degrees latitude (g = 980.6199 gals.).
 HO0303
 HO0303.The modeled gravity was interpolated from observed gravity values.
 HO0303
 HO0303;                    North         East    Units  Estimated Accuracy
 HO0303;SPC UT S     - 3,134,270.      293,340.      MT  (+/- 180 meters Scaled)
 HO0303
 HO0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG493933(NAD 83)
 HO0303
 HO0303                          SUPERSEDED SURVEY CONTROL
 HO0303
 HO0303  NGVD 29 (??/??/92) 1616.642  (m)         5303.93   (f) ADJ UNCH    1 2
 HO0303
 HO0303.Superseded values are not recommended for survey control.
 HO0303
 HO0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0303.See file dsdata.pdf to determine how the superseded data were derived.
 HO0303
 HO0303_MARKER: P = PIPE CAP
 HO0303_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HO0303_STAMPING: ELEV. 5303.933 FT
 HO0303_MARK LOGO: CGS
 HO0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0303
 HO0303  HISTORY     - Date     Condition        Report By
 HO0303  HISTORY     - 1908     MONUMENTED       CGS
 HO0303  HISTORY     - 1934     GOOD             CGS
 HO0303  HISTORY     - 1971     GOOD             USGS
 HO0303
 HO0303                          STATION DESCRIPTION
 HO0303
 HO0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0303'IN HEIST.
 HO0303'AT HEIST, IRON COUNTY, ON THE UNION PACIFIC RAILROAD ABOUT 5 POLES
 HO0303'WEST OF MILE POLE 516, ABOUT 65 YARDS EAST OF THE STATION SIGN, AND
 HO0303'ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD CAP, STAMPED
 HO0303'ELEV. 5303.933 FT. AND FASTENED ON THE TOP OF AN IRON PIPE PROJECTING
 HO0303'ABOUT 6 INCHES ABOVE GROUND.
 HO0303
 HO0303                          STATION RECOVERY (1971)
 HO0303
 HO0303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HO0303'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0121 ***********************************************************************
 HO0121  DESIGNATION -  H 8
 HO0121  PID         -  HO0121
 HO0121  STATE/COUNTY-  UT/KANE
 HO0121  COUNTRY     -  US
 HO0121  USGS QUAD   -  KANAB (2017)
 HO0121
 HO0121                         *CURRENT SURVEY CONTROL
 HO0121  ______________________________________________________________________
 HO0121* NAD 83(1986) POSITION- 37 03 17.37   (N) 112 32 07.74   (W)   HD_HELD1
 HO0121* NAVD 88 ORTHO HEIGHT -  1516.762 (meters)     4976.24  (feet) ADJUSTED
 HO0121  ______________________________________________________________________
 HO0121  GEOID HEIGHT    -        -22.018 (meters)                     GEOID18
 HO0121  DYNAMIC HEIGHT  -       1515.029 (meters)     4970.56  (feet) COMP
 HO0121  MODELED GRAVITY -    979,435.1   (mgal)                       NAVD 88
 HO0121
 HO0121  VERT ORDER      -  FIRST     CLASS II
 HO0121
 HO0121.The horizontal coordinates were determined by differentially corrected
 HO0121.hand held GPS observations or other comparable positioning techniques
 HO0121.and have an estimated accuracy of +/- 3 meters.
 HO0121
 HO0121.The orthometric height was determined by differential leveling and
 HO0121.adjusted by the NATIONAL GEODETIC SURVEY
 HO0121.in June 1991.
 HO0121
 HO0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0121.GEOID18 height accuracy estimate available here.
 HO0121
 HO0121.Click photographs - Photos may exist for this station.
 HO0121
 HO0121.The dynamic height is computed by dividing the NAVD 88
 HO0121.geopotential number by the normal gravity value computed on the
 HO0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0121.degrees latitude (g = 980.6199 gals.).
 HO0121
 HO0121.The modeled gravity was interpolated from observed gravity values.
 HO0121
 HO0121;                    North         East    Units  Estimated Accuracy
 HO0121;SPC UT S     - 3,043,589.4     407,895.1     MT  (+/- 3 meters HH1 GPS) 
 HO0121
 HO0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG6347202056(NAD 83)
 HO0121
 HO0121                          SUPERSEDED SURVEY CONTROL
 HO0121
 HO0121  NGVD 29 (??/??/92) 1515.810  (m)         4973.12   (f) ADJ UNCH    1 2
 HO0121
 HO0121.Superseded values are not recommended for survey control.
 HO0121
 HO0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0121.See file dsdata.pdf to determine how the superseded data were derived.
 HO0121
 HO0121_MARKER: DB = BENCH MARK DISK
 HO0121_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HO0121_STAMPING: H 8 4974 1934
 HO0121_MARK LOGO: USGS
 HO0121_PROJECTION: RECESSED 5 CENTIMETERS
 HO0121_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HO0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0121+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2012
 HO0121
 HO0121  HISTORY     - Date     Condition        Report By
 HO0121  HISTORY     - 19340130 MONUMENTED       USGS
 HO0121  HISTORY     - 19340205 GOOD             USGS
 HO0121  HISTORY     - 1962     GOOD             CGS
 HO0121  HISTORY     - 1983     GOOD             NGS
 HO0121  HISTORY     - 20120610 GOOD             GEOCAC
 HO0121  HISTORY     - 20140810 GOOD             GEOCAC
 HO0121
 HO0121                          STATION DESCRIPTION
 HO0121
 HO0121'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (EEH)
 HO0121'TO REACH FROM THE KANAB COURT HOUSE TRAVEL 0.7 MI (1.1 KM) NORTHWEST
 HO0121'ALONG US HIGHWAY 89.
 HO0121'
 HO0121'THE MARK IS LOCATED 49 FT (14.9 M) WEST OF THE CENTER OF THE HIGHWAY,
 HO0121'18 FT (5.5 M) WEST OF ROAD SIGN READING 'ENTERING KANAB', 1 FT (0.3 M)
 HO0121'EAST AND12 FEET NORTH OF PASTURE GATE IN FENCE LINE.
 HO0121'
 HO0121'THE MARK IS A STANDARD US GEOLOGICAL SURVEY TABLET SET IN THE TOP OF A
 HO0121'CONCRETE POST.
 HO0121
 HO0121                          STATION RECOVERY (1962)
 HO0121
 HO0121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HO0121'0.8 MI NW FROM KANAB.
 HO0121'ABOUT 0.8 MILE NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE LATER DAY
 HO0121'SAINTS CHURCH AT KANAB, 50 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 HO0121'HIGHWAY 89, 128 FEET WEST AND ACROSS THE HIGHWAY FROM A WOODEN FEDERAL
 HO0121'AID PROJECT SIGN, 18 1/2 FEET NORTH OF A POWER POLE, 1.0 FEET
 HO0121'NORTHWEST OF A TELEPHONE POLE, 1.0 FEET NORTHEAST OF A FENCE, 1.6 FEET
 HO0121'SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 HO0121'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 HO0121'GROUND.
 HO0121
 HO0121                          STATION RECOVERY (1983)
 HO0121
 HO0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0121'RECOVERED IN GOOD CONDITION.
 HO0121
 HO0121                          STATION RECOVERY (2012)
 HO0121
 HO0121'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0121'RECOVERED IN GOOD CONDITION, AS DESCRIBED EXCEPT THAT THE MARK WAS
 HO0121'BURIED ABOUT 5 CM.
 HO0121
 HO0121                          STATION RECOVERY (2014)
 HO0121
 HO0121'RECOVERY NOTE BY GEOCACHING 2014 (LPC)
 HO0121'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0142 ***********************************************************************
 HO0142  DESIGNATION -  H 8
 HO0142  PID         -  HO0142
 HO0142  STATE/COUNTY-  UT/KANE
 HO0142  COUNTRY     -  US
 HO0142  USGS QUAD   -  THE BARRACKS (2017)
 HO0142
 HO0142                         *CURRENT SURVEY CONTROL
 HO0142  ______________________________________________________________________
 HO0142* NAD 83(1986) POSITION- 37 14 47.     (N) 112 48 21.     (W)   SCALED
 HO0142* NAVD 88 ORTHO HEIGHT -  1850.524 (meters)     6071.26  (feet) POSTED
 HO0142  ______________________________________________________________________
 HO0142  GEOID HEIGHT    -        -21.920 (meters)                     GEOID18
 HO0142  DYNAMIC HEIGHT  -       1848.29  (meters)     6063.9   (feet) COMP
 HO0142  MODELED GRAVITY -    979,360.0   (mgal)                       NAVD 88
 HO0142
 HO0142  VERT ORDER      -  * POSTED, SEE BELOW
 HO0142
 HO0142.The horizontal coordinates were scaled from a map and have
 HO0142.an estimated accuracy of +/- 6 seconds.
 HO0142
 HO0142.The orthometric height was determined by differential leveling
 HO0142.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0142
 HO0142.* This is a POSTED BENCH MARK height.
 HO0142
 HO0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0142.GEOID18 height accuracy estimate available here.
 HO0142
 HO0142.Click photographs - Photos may exist for this station.
 HO0142
 HO0142.The dynamic height is computed by dividing the NAVD 88
 HO0142.geopotential number by the normal gravity value computed on the
 HO0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0142.degrees latitude (g = 980.6199 gals.).
 HO0142
 HO0142.The modeled gravity was interpolated from observed gravity values.
 HO0142
 HO0142;                    North         East    Units  Estimated Accuracy
 HO0142;SPC UT S     - 3,065,150.      384,150.      MT  (+/- 180 meters Scaled)
 HO0142
 HO0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG398237(NAD 83)
 HO0142
 HO0142                          SUPERSEDED SURVEY CONTROL
 HO0142
 HO0142  NGVD 29 (??/??/92) 1849.445  (m)         6067.72   (f) ADJ UNCH    1 2
 HO0142
 HO0142.Superseded values are not recommended for survey control.
 HO0142
 HO0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0142.See file dsdata.pdf to determine how the superseded data were derived.
 HO0142
 HO0142_MARKER: DD = SURVEY DISK
 HO0142_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0142_SP_SET: CULVERT
 HO0142_STAMPING: H 8 1931 6067
 HO0142_MARK LOGO: USGS
 HO0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0142+STABILITY: SURFACE MOTION
 HO0142
 HO0142  HISTORY     - Date     Condition        Report By
 HO0142  HISTORY     - 1931     MONUMENTED       USGS
 HO0142  HISTORY     - 1983     MARK NOT FOUND   NGS
 HO0142
 HO0142                          STATION DESCRIPTION
 HO0142
 HO0142'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HO0142'19.6 MI NE FROM ROCKVILLE.
 HO0142'IN KANE COUNTY, 19.6 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM
 HO0142'ROCKVILLE, WASHINGTON COUNTY, 300 FEET WEST OF THE CHAMBERLAIN SERVICE
 HO0142'STATION AND RANCH HOUSE, AT A 2-FOOT CORRUGATED IRON PIPE CULVERT, IN
 HO0142'THE TOP OF THE NORTH CONCRETE HEADWALL, 20 FEET NORTH OF THE
 HO0142'CENTERLINE OF THE HIGHWAY, AND 30 FEET SOUTH OF A FENCE.  A UNITED
 HO0142'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 8 1931 6067.
 HO0142
 HO0142                          STATION RECOVERY (1983)
 HO0142
 HO0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0142'NOT RECOVERED.  NEW CULVERT AT DESCRIBED LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0078 ***********************************************************************
 JO0078  DESIGNATION -  H 80
 JO0078  PID         -  JO0078
 JO0078  STATE/COUNTY-  UT/PIUTE
 JO0078  COUNTRY     -  US
 JO0078  USGS QUAD   -  PIUTE RESERVOIR (2017)
 JO0078
 JO0078                         *CURRENT SURVEY CONTROL
 JO0078  ______________________________________________________________________
 JO0078* NAD 83(1986) POSITION- 38 19 17.     (N) 112 12 39.     (W)   SCALED
 JO0078* NAVD 88 ORTHO HEIGHT -  1860.740 (meters)     6104.78  (feet) ADJUSTED
 JO0078  ______________________________________________________________________
 JO0078  GEOID HEIGHT    -        -19.067 (meters)                     GEOID18
 JO0078  DYNAMIC HEIGHT  -       1858.596 (meters)     6097.74  (feet) COMP
 JO0078  MODELED GRAVITY -    979,411.5   (mgal)                       NAVD 88
 JO0078
 JO0078  VERT ORDER      -  SECOND    CLASS 0
 JO0078
 JO0078.The horizontal coordinates were scaled from a map and have
 JO0078.an estimated accuracy of +/- 6 seconds.
 JO0078
 JO0078.The orthometric height was determined by differential leveling and
 JO0078.adjusted by the NATIONAL GEODETIC SURVEY
 JO0078.in June 1991.
 JO0078
 JO0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0078.GEOID18 height accuracy estimate available here.
 JO0078
 JO0078.Click photographs - Photos may exist for this station.
 JO0078
 JO0078.The dynamic height is computed by dividing the NAVD 88
 JO0078.geopotential number by the normal gravity value computed on the
 JO0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0078.degrees latitude (g = 980.6199 gals.).
 JO0078
 JO0078.The modeled gravity was interpolated from observed gravity values.
 JO0078
 JO0078;                    North         East    Units  Estimated Accuracy
 JO0078;SPC UT S     - 3,183,890.      437,840.      MT  (+/- 180 meters Scaled)
 JO0078
 JO0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH941421(NAD 83)
 JO0078
 JO0078                          SUPERSEDED SURVEY CONTROL
 JO0078
 JO0078  NGVD 29 (??/??/92) 1859.470  (m)         6100.61   (f) ADJ UNCH    2 0
 JO0078
 JO0078.Superseded values are not recommended for survey control.
 JO0078
 JO0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0078.See file dsdata.pdf to determine how the superseded data were derived.
 JO0078
 JO0078_MARKER: DD = SURVEY DISK
 JO0078_SETTING: 80 = SET IN A BOULDER
 JO0078_STAMPING: H 80 1934
 JO0078_MARK LOGO: USGS
 JO0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0078+STABILITY: SURFACE MOTION
 JO0078
 JO0078  HISTORY     - Date     Condition        Report By
 JO0078  HISTORY     - 1934     MONUMENTED       USGS
 JO0078
 JO0078                          STATION DESCRIPTION
 JO0078
 JO0078'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 JO0078'6.0 MI N FROM JUNCTION.
 JO0078'ABOUT 6.0 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 JO0078'JUNCTION, PIUTE COUNTY, 27 FEET NORTH OF THE EAST HEAD WALL OF A
 JO0078'CONCRETE CULVERT, 61 FEET SOUTHWEST OF POLE 1278, 17 FEET EAST OF THE
 JO0078'CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A BOULDER.  A UNITED
 JO0078'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 80 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0075 ***********************************************************************
 JO0075  DESIGNATION -  H 81
 JO0075  PID         -  JO0075
 JO0075  STATE/COUNTY-  UT/PIUTE
 JO0075  COUNTRY     -  US
 JO0075  USGS QUAD   -  PIUTE RESERVOIR (2017)
 JO0075
 JO0075                         *CURRENT SURVEY CONTROL
 JO0075  ______________________________________________________________________
 JO0075* NAD 83(1986) POSITION- 38 21 59.     (N) 112 13 16.     (W)   SCALED
 JO0075* NAVD 88 ORTHO HEIGHT -  1878.988 (meters)     6164.65  (feet) ADJUSTED
 JO0075  ______________________________________________________________________
 JO0075  GEOID HEIGHT    -        -19.056 (meters)                     GEOID18
 JO0075  DYNAMIC HEIGHT  -       1876.814 (meters)     6157.51  (feet) COMP
 JO0075  MODELED GRAVITY -    979,405.5   (mgal)                       NAVD 88
 JO0075
 JO0075  VERT ORDER      -  SECOND    CLASS 0
 JO0075
 JO0075.The horizontal coordinates were scaled from a map and have
 JO0075.an estimated accuracy of +/- 6 seconds.
 JO0075
 JO0075.The orthometric height was determined by differential leveling and
 JO0075.adjusted by the NATIONAL GEODETIC SURVEY
 JO0075.in June 1991.
 JO0075
 JO0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0075.GEOID18 height accuracy estimate available here.
 JO0075
 JO0075.Click photographs - Photos may exist for this station.
 JO0075
 JO0075.The dynamic height is computed by dividing the NAVD 88
 JO0075.geopotential number by the normal gravity value computed on the
 JO0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0075.degrees latitude (g = 980.6199 gals.).
 JO0075
 JO0075.The modeled gravity was interpolated from observed gravity values.
 JO0075
 JO0075;                    North         East    Units  Estimated Accuracy
 JO0075;SPC UT S     - 3,188,890.      436,980.      MT  (+/- 180 meters Scaled)
 JO0075
 JO0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH933471(NAD 83)
 JO0075
 JO0075                          SUPERSEDED SURVEY CONTROL
 JO0075
 JO0075  NGVD 29 (??/??/92) 1877.696  (m)         6160.41   (f) ADJ UNCH    2 0
 JO0075
 JO0075.Superseded values are not recommended for survey control.
 JO0075
 JO0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0075.See file dsdata.pdf to determine how the superseded data were derived.
 JO0075
 JO0075_MARKER: DB = BENCH MARK DISK
 JO0075_SETTING: 80 = SET IN A BOULDER
 JO0075_STAMPING: H 81 1934
 JO0075_MARK LOGO: USGS
 JO0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0075+STABILITY: SURFACE MOTION
 JO0075
 JO0075  HISTORY     - Date     Condition        Report By
 JO0075  HISTORY     - 1934     MONUMENTED       USGS
 JO0075  HISTORY     - 20120613 MARK NOT FOUND   GEOCAC
 JO0075
 JO0075                          STATION DESCRIPTION
 JO0075
 JO0075'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 JO0075'6.5 MI S FROM MARYSVALE.
 JO0075'ABOUT 6.5 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE DENVER AND RIO
 JO0075'GRANDE WESTERN RAILROAD STATION AT MARYSVALE, PIUTE COUNTY, 18 FEET
 JO0075'NORTHWEST OF THE WEST HEAD WALL OF A CONCRETE CULVERT, ABOUT 75 FEET
 JO0075'WEST OF POLE 1173, 31 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, IN
 JO0075'THE TOP OF A LARGE BOULDER, AND ABOUT 2 FEET ABOVE GROUND.  A UNITED
 JO0075'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 81 1934.
 JO0075
 JO0075                          STATION RECOVERY (2012)
 JO0075
 JO0075'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 JO0075'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 JO0075'MARK.  NO BOULDER PROJECTING 2 FT (0.6 M) IN THE AREA DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0313 ***********************************************************************
 KO0313  DESIGNATION -  H 81
 KO0313  PID         -  KO0313
 KO0313  STATE/COUNTY-  UT/TOOELE
 KO0313  COUNTRY     -  US
 KO0313  USGS QUAD   -  DUGWAY RANGE NW (2017)
 KO0313
 KO0313                         *CURRENT SURVEY CONTROL
 KO0313  ______________________________________________________________________
 KO0313* NAD 83(1986) POSITION- 39 57 18.     (N) 113 13 30.     (W)   SCALED
 KO0313* NAVD 88 ORTHO HEIGHT -  1323.293 (meters)     4341.50  (feet) ADJUSTED
 KO0313  ______________________________________________________________________
 KO0313  GEOID HEIGHT    -        -19.080 (meters)                     GEOID18
 KO0313  DYNAMIC HEIGHT  -       1322.195 (meters)     4337.90  (feet) COMP
 KO0313  MODELED GRAVITY -    979,750.4   (mgal)                       NAVD 88
 KO0313
 KO0313  VERT ORDER      -  SECOND    CLASS 0
 KO0313
 KO0313.The horizontal coordinates were scaled from a map and have
 KO0313.an estimated accuracy of +/- 6 seconds.
 KO0313
 KO0313.The orthometric height was determined by differential leveling and
 KO0313.adjusted by the NATIONAL GEODETIC SURVEY
 KO0313.in June 1991.
 KO0313
 KO0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0313.GEOID18 height accuracy estimate available here.
 KO0313
 KO0313.Click photographs - Photos may exist for this station.
 KO0313
 KO0313.The dynamic height is computed by dividing the NAVD 88
 KO0313.geopotential number by the normal gravity value computed on the
 KO0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0313.degrees latitude (g = 980.6199 gals.).
 KO0313
 KO0313.The modeled gravity was interpolated from observed gravity values.
 KO0313
 KO0313;                    North         East    Units  Estimated Accuracy
 KO0313;SPC UT C     - 2,181,460.      352,620.      MT  (+/- 180 meters Scaled)
 KO0313
 KO0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK099251(NAD 83)
 KO0313
 KO0313                          SUPERSEDED SURVEY CONTROL
 KO0313
 KO0313  NGVD 29 (??/??/92) 1322.284  (m)         4338.19   (f) ADJ UNCH    2 0
 KO0313
 KO0313.Superseded values are not recommended for survey control.
 KO0313
 KO0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0313.See file dsdata.pdf to determine how the superseded data were derived.
 KO0313
 KO0313_MARKER: DB = BENCH MARK DISK
 KO0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0313_STAMPING: H 81 1934
 KO0313_MARK LOGO: CGS
 KO0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0313+STABILITY: SURFACE MOTION
 KO0313
 KO0313  HISTORY     - Date     Condition        Report By
 KO0313  HISTORY     - 1934     MONUMENTED       CGS
 KO0313
 KO0313                          STATION DESCRIPTION
 KO0313
 KO0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0313'15.4 MI NE FROM FISH SPRINGS.
 KO0313'IN TOOELE COUNTY, ABOUT 15.4 MILES NORTHEAST ALONG THE ROAD LEADING TO
 KO0313'ORRS RANCH FROM THE JUNCTION WITH THE HINCKLEY-GALLAO ROAD EAST OF
 KO0313'FISH SPRINGS, AT THE NORTH END OF A SOUTH-TO-NORTHEAST CURVE, ABOUT
 KO0313'540 FEET NORTHEAST OF A ROAD CROSSING BETWEEN TWO SMALL SAND HILLS,
 KO0313'AND 30 FEET WEST OF THE CENTER LINE OF THE ROAD, AND SET IN THE TOP OF
 KO0313'A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0133 ***********************************************************************
 LQ0133  DESIGNATION -  H 83
 LQ0133  PID         -  LQ0133
 LQ0133  STATE/COUNTY-  UT/TOOELE
 LQ0133  COUNTRY     -  US
 LQ0133  USGS QUAD   -  LEPPY PEAK (2018)
 LQ0133
 LQ0133                         *CURRENT SURVEY CONTROL
 LQ0133  ______________________________________________________________________
 LQ0133* NAD 83(1986) POSITION- 40 50 33.     (N) 114 00 16.     (W)   SCALED
 LQ0133* NAVD 88 ORTHO HEIGHT -  1355.980 (meters)     4448.74  (feet) ADJUSTED
 LQ0133  ______________________________________________________________________
 LQ0133  GEOID HEIGHT    -        -17.911 (meters)                     GEOID18
 LQ0133  DYNAMIC HEIGHT  -       1354.946 (meters)     4445.35  (feet) COMP
 LQ0133  MODELED GRAVITY -    979,814.8   (mgal)                       NAVD 88
 LQ0133
 LQ0133  VERT ORDER      -  SECOND    CLASS 0
 LQ0133
 LQ0133.The horizontal coordinates were scaled from a map and have
 LQ0133.an estimated accuracy of +/- 6 seconds.
 LQ0133
 LQ0133.The orthometric height was determined by differential leveling and
 LQ0133.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0133.in June 1991.
 LQ0133
 LQ0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0133.GEOID18 height accuracy estimate available here.
 LQ0133
 LQ0133.Click photographs - Photos may exist for this station.
 LQ0133
 LQ0133.The dynamic height is computed by dividing the NAVD 88
 LQ0133.geopotential number by the normal gravity value computed on the
 LQ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0133.degrees latitude (g = 980.6199 gals.).
 LQ0133
 LQ0133.The modeled gravity was interpolated from observed gravity values.
 LQ0133
 LQ0133;                    North         East    Units  Estimated Accuracy
 LQ0133;SPC UT C     - 2,281,540.      288,800.      MT  (+/- 180 meters Scaled)
 LQ0133
 LQ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF525255(NAD 83)
 LQ0133
 LQ0133                          SUPERSEDED SURVEY CONTROL
 LQ0133
 LQ0133  NGVD 29 (??/??/92) 1355.004  (m)         4445.54   (f) ADJ UNCH    2 0
 LQ0133
 LQ0133.Superseded values are not recommended for survey control.
 LQ0133
 LQ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0133.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0133
 LQ0133_MARKER: DB = BENCH MARK DISK
 LQ0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0133_STAMPING: H 83 1958
 LQ0133_MARK LOGO: CGS
 LQ0133_PROJECTION: PROJECTING 9 CENTIMETERS
 LQ0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0133+STABILITY: SURFACE MOTION
 LQ0133
 LQ0133  HISTORY     - Date     Condition        Report By
 LQ0133  HISTORY     - 1958     MONUMENTED       CGS
 LQ0133
 LQ0133                          STATION DESCRIPTION
 LQ0133
 LQ0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0133'9.25 MI N FROM WENDOVER.
 LQ0133'0.9 MILE EAST ALONG U.S. HIGHWAY 40 AND 50 ALTERNATE FROM THE
 LQ0133'NEVADA-UTAH STATE LINE AT WENDOVER, THENCE 5.1 MILES NORTH ALONG A
 LQ0133'GRAVEL ROAD, THENCE 3.25 MILES NORTH ALONG A DIRT ROAD, 18 1/2 FEET
 LQ0133'WEST OF THE CENTER LINE OF THE ROAD, 100 FEET SOUTH OF THE CENTER OF
 LQ0133'THE CROSSING OF A 40-FOOT WIDE NORTHWEST-SOUTHEAST WASH, 3.1 FEET
 LQ0133'NORTHEAST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND
 LQ0133'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 LQ0133'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0070 ***********************************************************************
 JO0070  DESIGNATION -  H 83
 JO0070  PID         -  JO0070
 JO0070  STATE/COUNTY-  UT/PIUTE
 JO0070  COUNTRY     -  US
 JO0070  USGS QUAD   -  MARYSVALE (2017)
 JO0070
 JO0070                         *CURRENT SURVEY CONTROL
 JO0070  ______________________________________________________________________
 JO0070* NAD 83(1986) POSITION- 38 26 57.4    (N) 112 13 50.8    (W)   HD_HELD2
 JO0070* NAVD 88 ORTHO HEIGHT -  1789.259 (meters)     5870.26  (feet) ADJUSTED
 JO0070  ______________________________________________________________________
 JO0070  GEOID HEIGHT    -        -19.151 (meters)                     GEOID18
 JO0070  DYNAMIC HEIGHT  -       1787.214 (meters)     5863.55  (feet) COMP
 JO0070  MODELED GRAVITY -    979,423.6   (mgal)                       NAVD 88
 JO0070
 JO0070  VERT ORDER      -  SECOND    CLASS 0
 JO0070
 JO0070.The horizontal coordinates were established by autonomous hand held GPS
 JO0070.observations and have an estimated accuracy of +/- 10 meters.
 JO0070
 JO0070.The orthometric height was determined by differential leveling and
 JO0070.adjusted by the NATIONAL GEODETIC SURVEY
 JO0070.in June 1991.
 JO0070
 JO0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0070.GEOID18 height accuracy estimate available here.
 JO0070
 JO0070.Click photographs - Photos may exist for this station.
 JO0070
 JO0070.The dynamic height is computed by dividing the NAVD 88
 JO0070.geopotential number by the normal gravity value computed on the
 JO0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0070.degrees latitude (g = 980.6199 gals.).
 JO0070
 JO0070.The modeled gravity was interpolated from observed gravity values.
 JO0070
 JO0070;                    North         East    Units  Estimated Accuracy
 JO0070;SPC UT S     - 3,198,098.      436,207.      MT  (+/- 10 meters HH2 GPS)
 JO0070
 JO0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH9260156382(NAD 83)
 JO0070
 JO0070                          SUPERSEDED SURVEY CONTROL
 JO0070
 JO0070  NGVD 29 (??/??/92) 1787.974  (m)         5866.04   (f) ADJ UNCH    2 0
 JO0070
 JO0070.Superseded values are not recommended for survey control.
 JO0070
 JO0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0070.See file dsdata.pdf to determine how the superseded data were derived.
 JO0070
 JO0070_MARKER: DB = BENCH MARK DISK
 JO0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0070_STAMPING: H 83 5866 1931
 JO0070_MARK LOGO: USGS
 JO0070_PROJECTION: PROJECTING 10 CENTIMETERS
 JO0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0070+STABILITY: SURFACE MOTION
 JO0070
 JO0070  HISTORY     - Date     Condition        Report By
 JO0070  HISTORY     - 1931     MONUMENTED       USGS
 JO0070  HISTORY     - 20250227 GOOD             USPSQD
 JO0070
 JO0070                          STATION DESCRIPTION
 JO0070
 JO0070'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 JO0070'IN MARYSVALE.
 JO0070'AT MARYSVALE, PIUTE COUNTY, ON U.S. HIGHWAY 89, IN THE FRONT YARD OF
 JO0070'THE NEW GRAND HOTEL, ABOUT 100 FEET WEST OF THE HIGHWAY, 43 FEET EAST
 JO0070'OF THE SIDEWALK LEADING TO THE HOTEL, AND 22 FEET SOUTHEAST OF THE
 JO0070'ANGLE POST OF THE YARD FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 JO0070'STANDARD DISK, STAMPED H 83 1931 AND SET IN THE TOP OF A CONCRETE
 JO0070'POST.
 JO0070
 JO0070                          STATION RECOVERY (2025)
 JO0070
 JO0070'RECOVERY NOTE BY US POWER SQUADRON 2025 (JLB)
 JO0070'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0390 ***********************************************************************
 MS0390  DESIGNATION -  H 84
 MS0390  PID         -  MS0390
 MS0390  STATE/COUNTY-  UT/BOX ELDER
 MS0390  COUNTRY     -  US
 MS0390  USGS QUAD   -  CRATER ISLAND NW (2017)
 MS0390
 MS0390                         *CURRENT SURVEY CONTROL
 MS0390  ______________________________________________________________________
 MS0390* NAD 83(1986) POSITION- 41 08 57.     (N) 113 56 11.     (W)   SCALED
 MS0390* NAVD 88 ORTHO HEIGHT -  1312.057 (meters)     4304.64  (feet) ADJUSTED
 MS0390  ______________________________________________________________________
 MS0390  GEOID HEIGHT    -        -17.251 (meters)                     GEOID18
 MS0390  DYNAMIC HEIGHT  -       1311.092 (meters)     4301.47  (feet) COMP
 MS0390  MODELED GRAVITY -    979,842.5   (mgal)                       NAVD 88
 MS0390
 MS0390  VERT ORDER      -  SECOND    CLASS 0
 MS0390
 MS0390.The horizontal coordinates were scaled from a map and have
 MS0390.an estimated accuracy of +/- 6 seconds.
 MS0390
 MS0390.The orthometric height was determined by differential leveling and
 MS0390.adjusted by the NATIONAL GEODETIC SURVEY
 MS0390.in June 1991.
 MS0390
 MS0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0390.GEOID18 height accuracy estimate available here.
 MS0390
 MS0390.Click photographs - Photos may exist for this station.
 MS0390
 MS0390.The dynamic height is computed by dividing the NAVD 88
 MS0390.geopotential number by the normal gravity value computed on the
 MS0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0390.degrees latitude (g = 980.6199 gals.).
 MS0390
 MS0390.The modeled gravity was interpolated from observed gravity values.
 MS0390
 MS0390;                    North         East    Units  Estimated Accuracy
 MS0390;SPC UT N     - 1,093,470.      295,510.      MT  (+/- 180 meters Scaled)
 MS0390
 MS0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL535594(NAD 83)
 MS0390
 MS0390                          SUPERSEDED SURVEY CONTROL
 MS0390
 MS0390  NGVD 29 (??/??/92) 1311.056  (m)         4301.36   (f) ADJ UNCH    2 0
 MS0390
 MS0390.Superseded values are not recommended for survey control.
 MS0390
 MS0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0390.See file dsdata.pdf to determine how the superseded data were derived.
 MS0390
 MS0390_MARKER: DB = BENCH MARK DISK
 MS0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0390_STAMPING: H 84 1958
 MS0390_MARK LOGO: CGS
 MS0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0390+STABILITY: SURFACE MOTION
 MS0390
 MS0390  HISTORY     - Date     Condition        Report By
 MS0390  HISTORY     - 1958     MONUMENTED       CGS
 MS0390
 MS0390                          STATION DESCRIPTION
 MS0390
 MS0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MS0390'14.85 MI S FROM LUCIN.
 MS0390'14.85 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT LUCIN,
 MS0390'0.15 MILE SOUTHWEST OF THE CROSSING OF A 5-FOOT DEEP WASH, 51 FEET
 MS0390'NORTHWEST OF THE CENTER LINE OF THE ROAD, 3.0 FEET SOUTHEAST OF A
 MS0390'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 MS0390'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0088 ***********************************************************************
 LP0088  DESIGNATION -  H 86
 LP0088  PID         -  LP0088
 LP0088  STATE/COUNTY-  UT/TOOELE
 LP0088  COUNTRY     -  US
 LP0088  USGS QUAD   -  TERRA (2017)
 LP0088
 LP0088                         *CURRENT SURVEY CONTROL
 LP0088  ______________________________________________________________________
 LP0088* NAD 83(1986) POSITION- 40 20 06.     (N) 112 43 34.     (W)   SCALED
 LP0088* NAVD 88 ORTHO HEIGHT -  1411.004 (meters)     4629.27  (feet) ADJUSTED
 LP0088  ______________________________________________________________________
 LP0088  GEOID HEIGHT    -        -17.896 (meters)                     GEOID18
 LP0088  DYNAMIC HEIGHT  -       1409.815 (meters)     4625.37  (feet) COMP
 LP0088  MODELED GRAVITY -    979,734.0   (mgal)                       NAVD 88
 LP0088
 LP0088  VERT ORDER      -  SECOND    CLASS 0
 LP0088
 LP0088.The horizontal coordinates were scaled from a map and have
 LP0088.an estimated accuracy of +/- 6 seconds.
 LP0088
 LP0088.The orthometric height was determined by differential leveling and
 LP0088.adjusted by the NATIONAL GEODETIC SURVEY
 LP0088.in June 1991.
 LP0088
 LP0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0088.GEOID18 height accuracy estimate available here.
 LP0088
 LP0088.Click photographs - Photos may exist for this station.
 LP0088
 LP0088.The dynamic height is computed by dividing the NAVD 88
 LP0088.geopotential number by the normal gravity value computed on the
 LP0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0088.degrees latitude (g = 980.6199 gals.).
 LP0088
 LP0088.The modeled gravity was interpolated from observed gravity values.
 LP0088
 LP0088;                    North         East    Units  Estimated Accuracy
 LP0088;SPC UT C     - 2,222,940.      395,820.      MT  (+/- 180 meters Scaled)
 LP0088
 LP0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK533663(NAD 83)
 LP0088
 LP0088                          SUPERSEDED SURVEY CONTROL
 LP0088
 LP0088  NGVD 29 (??/??/92) 1409.914  (m)         4625.69   (f) ADJ UNCH    2 0
 LP0088
 LP0088.Superseded values are not recommended for survey control.
 LP0088
 LP0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0088.See file dsdata.pdf to determine how the superseded data were derived.
 LP0088
 LP0088_MARKER: DB = BENCH MARK DISK
 LP0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0088_STAMPING: H 86 1934
 LP0088_MARK LOGO: CGS
 LP0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0088+STABILITY: SURFACE MOTION
 LP0088
 LP0088  HISTORY     - Date     Condition        Report By
 LP0088  HISTORY     - 1934     MONUMENTED       CGS
 LP0088  HISTORY     - 1981     GOOD             USGS
 LP0088
 LP0088                          STATION DESCRIPTION
 LP0088
 LP0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0088'2.1 MI N FROM ORRS RANCH.
 LP0088'ABOUT 2.1 MILES NORTH ALONG THE ROAD TO TIMPIE FROM THE ROAD
 LP0088'INTERSECTION NORTHWEST OF ORRS RANCH, TOOELE COUNTY, ABOUT 700 FEET
 LP0088'SOUTH OF A RANCH HOUSE, 50 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LP0088'AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED H 86 1934 AND SET IN
 LP0088'THE TOP OF A CONCRETE POST.
 LP0088
 LP0088                          STATION RECOVERY (1981)
 LP0088
 LP0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LP0088'X-RDS. 0.5 MI. N. OF THE ORR RANCH, THENCE 0.4 MI. W. TO COUNTY ROAD
 LP0088'108, THENCE N. 1.8 MI. TO RD E., THENCE E. 1.0 MI., 177 FT. N. AND 39
 LP0088'FT. W. OF T-RD. W. SET IN TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0112 ***********************************************************************
 LP0112  DESIGNATION -  H 87
 LP0112  PID         -  LP0112
 LP0112  STATE/COUNTY-  UT/TOOELE
 LP0112  COUNTRY     -  US
 LP0112  USGS QUAD   -  TIMPIE (2017)
 LP0112
 LP0112                         *CURRENT SURVEY CONTROL
 LP0112  ______________________________________________________________________
 LP0112* NAD 83(1986) POSITION- 40 39 28.     (N) 112 40 51.     (W)   SCALED
 LP0112* NAVD 88 ORTHO HEIGHT -  1308.092 (meters)     4291.63  (feet) ADJUSTED
 LP0112  ______________________________________________________________________
 LP0112  GEOID HEIGHT    -        -17.512 (meters)                     GEOID18
 LP0112  DYNAMIC HEIGHT  -       1307.085 (meters)     4288.33  (feet) COMP
 LP0112  MODELED GRAVITY -    979,809.8   (mgal)                       NAVD 88
 LP0112
 LP0112  VERT ORDER      -  SECOND    CLASS 0
 LP0112
 LP0112.The horizontal coordinates were scaled from a map and have
 LP0112.an estimated accuracy of +/- 6 seconds.
 LP0112
 LP0112.The orthometric height was determined by differential leveling and
 LP0112.adjusted by the NATIONAL GEODETIC SURVEY
 LP0112.in June 1991.
 LP0112
 LP0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0112.GEOID18 height accuracy estimate available here.
 LP0112
 LP0112.Click photographs - Photos may exist for this station.
 LP0112
 LP0112.The dynamic height is computed by dividing the NAVD 88
 LP0112.geopotential number by the normal gravity value computed on the
 LP0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0112.degrees latitude (g = 980.6199 gals.).
 LP0112
 LP0112.The modeled gravity was interpolated from observed gravity values.
 LP0112
 LP0112;                    North         East    Units  Estimated Accuracy
 LP0112;SPC UT C     - 2,258,730.      400,140.      MT  (+/- 180 meters Scaled)
 LP0112
 LP0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL579021(NAD 83)
 LP0112
 LP0112                          SUPERSEDED SURVEY CONTROL
 LP0112
 LP0112  NGVD 29 (??/??/92) 1307.078  (m)         4288.31   (f) ADJ UNCH    2 0
 LP0112
 LP0112.Superseded values are not recommended for survey control.
 LP0112
 LP0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0112.See file dsdata.pdf to determine how the superseded data were derived.
 LP0112
 LP0112_MARKER: DB = BENCH MARK DISK
 LP0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0112_STAMPING: H 87 1934
 LP0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0112+STABILITY: SURFACE MOTION
 LP0112
 LP0112  HISTORY     - Date     Condition        Report By
 LP0112  HISTORY     - 1934     MONUMENTED       CGS
 LP0112  HISTORY     - 1955     MARK NOT FOUND   USGS
 LP0112  HISTORY     - 1981     MARK NOT FOUND   USGS
 LP0112
 LP0112                          STATION DESCRIPTION
 LP0112
 LP0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0112'6.7 MI S FROM TIMPIE.
 LP0112'ABOUT 6.7 MILES SOUTH ALONG THE ROAD TO ORRS RANCH FROM THE JUNCTION
 LP0112'WITH U.S. HIGHWAY 40 AT TIMPIE, TOOELE COUNTY, AND 35 FEET WEST OF THE
 LP0112'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED H 87 1934 AND SET
 LP0112'IN THE TOP OF A CONCRETE POST.
 LP0112
 LP0112                          STATION RECOVERY (1955)
 LP0112
 LP0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LP0112'MARK NOT FOUND.
 LP0112
 LP0112                          STATION RECOVERY (1981)
 LP0112
 LP0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LP0112'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0792 ***********************************************************************
 MS0792  DESIGNATION -  H 88 RESET
 MS0792  PID         -  MS0792
 MS0792  STATE/COUNTY-  UT/BOX ELDER
 MS0792  COUNTRY     -  US
 MS0792  USGS QUAD   -  TREMONTON (2017)
 MS0792
 MS0792                         *CURRENT SURVEY CONTROL
 MS0792  ______________________________________________________________________
 MS0792* NAD 83(1986) POSITION- 41 42 43.18   (N) 112 09 39.66   (W)   HD_HELD1
 MS0792* NAVD 88 ORTHO HEIGHT -  1309.14  (meters)     4295.1   (feet) RESET
 MS0792  ______________________________________________________________________
 MS0792  GEOID HEIGHT    -        -15.670 (meters)                     GEOID18
 MS0792  VERT ORDER      -  THIRD
 MS0792
 MS0792.The horizontal coordinates were determined by differentially corrected
 MS0792.hand held GPS observations or other comparable positioning techniques
 MS0792.and have an estimated accuracy of +/- 3 meters.
 MS0792
 MS0792.The orthometric height was computed from unverified reset data.
 MS0792
 MS0792.No vertical observational check was made to the station.
 MS0792
 MS0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0792.GEOID18 height accuracy estimate available here.
 MS0792
 MS0792.Click photographs - Photos may exist for this station.
 MS0792
 MS0792;                    North         East    Units  Estimated Accuracy
 MS0792;SPC UT N     - 1,153,313.8     444,989.1     MT  (+/- 3 meters HH1 GPS) 
 MS0792
 MS0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM0341418451(NAD 83)
 MS0792
 MS0792                          SUPERSEDED SURVEY CONTROL
 MS0792
 MS0792  NGVD 29 (07/25/12) 1308.14   (m)         4291.8    (f) RESET       3  
 MS0792
 MS0792.Superseded values are not recommended for survey control.
 MS0792
 MS0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0792.See file dsdata.pdf to determine how the superseded data were derived.
 MS0792
 MS0792_MARKER: DV = VERTICAL CONTROL DISK
 MS0792_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0792_SP_SET: BRIDGE
 MS0792_STAMPING: H 88 RESET 1988
 MS0792_MARK LOGO: NGS
 MS0792_MAGNETIC: N = NO MAGNETIC MATERIAL
 MS0792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0792
 MS0792  HISTORY     - Date     Condition        Report By
 MS0792  HISTORY     - 1988     MONUMENTED       USGS
 MS0792
 MS0792                          STATION DESCRIPTION
 MS0792
 MS0792'DESCRIBED BY US GEOLOGICAL SURVEY 1988
 MS0792'IN TREMONTON, 3 BLOCKS EAST OF TREMONTON AND MAIN STREETS, ALONG UTAH
 MS0792'HIGHWAY 30 IN NORTH SIDE OF A BRIDGE OVER THE MALAD RIVER (BRIDGE NO
 MS0792'F-545), ONE HALF BLOCK EAST OF THE JUNCTION OF UTAH HIGHWAY 30 AND
 MS0792'UTAH HIGHWAY 82, 39 FEET (11.9 M) NORTH OF THE BRIDGE CENTERLINE,
 MS0792'26.5 FEET (8.1 M) EAST OF THE WEST END OF A BRIDGE, 4 FEET (1.2 M)
 MS0792'NORTH OF A BARRIER SEPARATING A SIDEWALK FROM NORTH TRAFFIC LANE, 0.9
 MS0792'FEET (27.4 CM) SOUTH OF NORTH EDGE OF THE SIDEWALK AT A POINT WHERE
 MS0792'THE NORTHWEST WINGWALL INTERSECTS THE NORTH SIDEWALK OF THE BRIDGE,
 MS0792'LEVEL WITH THE SIDEWALK, 0.3 FEET (9.1 CM) SOUTH OF A CHAIN LINK
 MS0792'FENCE ON THE NORTH EDGE OF THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0246 ***********************************************************************
 MS0246  DESIGNATION -  H 89 RESET
 MS0246  PID         -  MS0246
 MS0246  STATE/COUNTY-  UT/BOX ELDER
 MS0246  COUNTRY     -  US
 MS0246  USGS QUAD   -  MONUMENT PEAK NW (2017)
 MS0246
 MS0246                         *CURRENT SURVEY CONTROL
 MS0246  ______________________________________________________________________
 MS0246* NAD 83(1986) POSITION- 41 57 59.     (N) 112 56 42.     (W)   SCALED
 MS0246* NAVD 88 ORTHO HEIGHT -  1348.449 (meters)     4424.04  (feet) ADJUSTED
 MS0246  ______________________________________________________________________
 MS0246  GEOID HEIGHT    -        -14.992 (meters)                     GEOID18
 MS0246  DYNAMIC HEIGHT  -       1347.560 (meters)     4421.12  (feet) COMP
 MS0246  MODELED GRAVITY -    979,916.3   (mgal)                       NAVD 88
 MS0246
 MS0246  VERT ORDER      -  SECOND    CLASS 0
 MS0246
 MS0246.The horizontal coordinates were scaled from a map and have
 MS0246.an estimated accuracy of +/- 6 seconds.
 MS0246
 MS0246.The orthometric height was determined by differential leveling and
 MS0246.adjusted by the NATIONAL GEODETIC SURVEY
 MS0246.in June 1991.
 MS0246
 MS0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0246.GEOID18 height accuracy estimate available here.
 MS0246
 MS0246.Click photographs - Photos may exist for this station.
 MS0246
 MS0246.The dynamic height is computed by dividing the NAVD 88
 MS0246.geopotential number by the normal gravity value computed on the
 MS0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0246.degrees latitude (g = 980.6199 gals.).
 MS0246
 MS0246.The modeled gravity was interpolated from observed gravity values.
 MS0246
 MS0246;                    North         East    Units  Estimated Accuracy
 MS0246;SPC UT N     - 1,182,360.      380,220.      MT  (+/- 180 meters Scaled)
 MS0246
 MS0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM388478(NAD 83)
 MS0246
 MS0246                          SUPERSEDED SURVEY CONTROL
 MS0246
 MS0246  NGVD 29 (??/??/92) 1347.426  (m)         4420.68   (f) ADJ UNCH    2 0
 MS0246
 MS0246.Superseded values are not recommended for survey control.
 MS0246
 MS0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0246.See file dsdata.pdf to determine how the superseded data were derived.
 MS0246
 MS0246_MARKER: DB = BENCH MARK DISK
 MS0246_SETTING: 80 = SET IN A BOULDER
 MS0246_STAMPING: H 89 1934 RESET 1938
 MS0246_MARK LOGO: CGS
 MS0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0246+STABILITY: SURFACE MOTION
 MS0246
 MS0246  HISTORY     - Date     Condition        Report By
 MS0246  HISTORY     - 1938     MONUMENTED       CGS
 MS0246  HISTORY     - 1960     MARK NOT FOUND   CGS
 MS0246
 MS0246                          STATION DESCRIPTION
 MS0246
 MS0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MS0246'12 MI W FROM SNOWVILLE.
 MS0246'12 MILES WEST ALONG U.S. HIGHWAY 30 S FROM THE CAFE BUILDING AT
 MS0246'SNOWVILLE, BOX ELDER COUNTY, 6.4 MILES WEST OF THE JUNCTION OF THE
 MS0246'ROAD LEADING TO KELTON, AT THE JUNCTION OF A ROAD LEADING NORTH TO
 MS0246'BLACK PINE AND JUNIPER, 101 FEET WEST OF THE CENTER LINE OF THE
 MS0246'JUNIPER ROAD, 81 FEET NORTHWEST OF THE NORTH END OF A CULVERT UNDER
 MS0246'THE HIGHWAY, 42 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND IN
 MS0246'THE TOP OF A BOULDER.  A STANDARD DISK, STAMPED H 89 1934 RESET 1938.
 MS0246'NOTE-- THE TRIANGULATION STATION ELDER WITH REFERENCE MARKS WAS
 MS0246'ESTABLISHED AT THE SAME CORNER OF THE HIGHWAY AND ITS INTERSECTION OF
 MS0246'THE JUNIPER ROAD NORTH.  THERE SEEMS TO APPEAR TO BE A CONCERTED
 MS0246'EFFORT TOWARDS THE DESTRUCTION OF MARKS IN THIS GENERAL LOCALITY AS
 MS0246'EVIDENT FROM THE NUMBER DESTROYED WITHOUT APPARENT REASON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0223 ***********************************************************************
 HO0223  DESIGNATION -  H 9
 HO0223  PID         -  HO0223
 HO0223  STATE/COUNTY-  UT/WASHINGTON
 HO0223  COUNTRY     -  US
 HO0223  USGS QUAD   -  PINTURA (2017)
 HO0223
 HO0223                         *CURRENT SURVEY CONTROL
 HO0223  ______________________________________________________________________
 HO0223* NAD 83(1986) POSITION- 37 17 15.     (N) 113 18 02.     (W)   SCALED
 HO0223* NAVD 88 ORTHO HEIGHT -  1163.025 (meters)     3815.69  (feet) ADJUSTED
 HO0223  ______________________________________________________________________
 HO0223  GEOID HEIGHT    -        -23.219 (meters)                     GEOID18
 HO0223  DYNAMIC HEIGHT  -       1161.774 (meters)     3811.59  (feet) COMP
 HO0223  MODELED GRAVITY -    979,515.9   (mgal)                       NAVD 88
 HO0223
 HO0223  VERT ORDER      -  FIRST     CLASS II
 HO0223
 HO0223.The horizontal coordinates were scaled from a map and have
 HO0223.an estimated accuracy of +/- 6 seconds.
 HO0223
 HO0223.The orthometric height was determined by differential leveling and
 HO0223.adjusted by the NATIONAL GEODETIC SURVEY
 HO0223.in June 1991.
 HO0223
 HO0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0223.GEOID18 height accuracy estimate available here.
 HO0223
 HO0223.Click photographs - Photos may exist for this station.
 HO0223
 HO0223.The dynamic height is computed by dividing the NAVD 88
 HO0223.geopotential number by the normal gravity value computed on the
 HO0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0223.degrees latitude (g = 980.6199 gals.).
 HO0223
 HO0223.The modeled gravity was interpolated from observed gravity values.
 HO0223
 HO0223;                    North         East    Units  Estimated Accuracy
 HO0223;SPC UT S     - 3,070,440.      340,350.      MT  (+/- 180 meters Scaled)
 HO0223
 HO0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG960292(NAD 83)
 HO0223
 HO0223                          SUPERSEDED SURVEY CONTROL
 HO0223
 HO0223.No superseded survey control is available for this station.
 HO0223
 HO0223_MARKER: DD = SURVEY DISK
 HO0223_SETTING: 80 = SET IN A BOULDER
 HO0223_STAMPING: H 9 1928
 HO0223_MARK LOGO: USGS
 HO0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0223+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 HO0223
 HO0223  HISTORY     - Date     Condition        Report By
 HO0223  HISTORY     - 1928     MONUMENTED       USGS
 HO0223  HISTORY     - 1984     GOOD             NGS
 HO0223  HISTORY     - 20050921 GOOD             INDIV
 HO0223
 HO0223                          STATION DESCRIPTION
 HO0223
 HO0223'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 HO0223'IN ANDERSON.
 HO0223'300 FEET NORTHEAST OF ANDERSONS RANCH, 220 FEET NORTH OF THE CREEK, ON
 HO0223'THE WEST SIDE OF THE ROAD, INSIDE LINE FENCE, IN A LARGE BOULDER. A
 HO0223'STANDARD USGS TABLET, STAMPED H 9 1928.
 HO0223
 HO0223                          STATION RECOVERY (1984)
 HO0223
 HO0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HO0223'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.  4.83 KM
 HO0223'(3.0 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 HO0223'TOQUERVILLE, THENCE 0.64 KM (0.4 MI) NORTHEAST ALONG OLD US HIGHWAY
 HO0223'91, IN TOP OF THE NORTH END OF A 3 BY 5 FOOT LARGE IMBEDDED BOULDER
 HO0223'PROJECTING 0.5 FOOT ABOVE THE SURFACE OF THE GROUND, 23.2 METERS
 HO0223'(76 FT) WEST OF THE CENTER OF THE ROAD, 81.7 METERS (268 FT) NORTHWEST
 HO0223'OF THE NORTHWEST CORNER OF A STONE HOUSE, 35.2 METERS (115 FT) EAST OF
 HO0223'A POWER POLE WITH A SMALL TRANSFORMER ATTACHED AND 15.0 METERS (48 FT)
 HO0223'WEST OF THE FENCE.
 HO0223'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 HO0223'THE MARK IS 0.4 M ABOVE THE ROAD.
 HO0223
 HO0223                          STATION RECOVERY (2005)
 HO0223
 HO0223'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RW)
 HO0223'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0311 ***********************************************************************
 MR0311  DESIGNATION -  H 90
 MR0311  PID         -  MR0311
 MR0311  STATE/COUNTY-  UT/SUMMIT
 MR0311  COUNTRY     -  US
 MR0311  USGS QUAD   -  HEINERS CREEK (2017)
 MR0311
 MR0311                         *CURRENT SURVEY CONTROL
 MR0311  ______________________________________________________________________
 MR0311* NAD 83(1986) POSITION- 41 04 30.     (N) 111 15 23.     (W)   SCALED
 MR0311* NAVD 88 ORTHO HEIGHT -  1846.079 (meters)     6056.68  (feet) ADJUSTED
 MR0311  ______________________________________________________________________
 MR0311  GEOID HEIGHT    -        -15.605 (meters)                     GEOID18
 MR0311  DYNAMIC HEIGHT  -       1844.400 (meters)     6051.17  (feet) COMP
 MR0311  MODELED GRAVITY -    979,650.1   (mgal)                       NAVD 88
 MR0311
 MR0311  VERT ORDER      -  FIRST     CLASS II
 MR0311
 MR0311.The horizontal coordinates were scaled from a map and have
 MR0311.an estimated accuracy of +/- 6 seconds.
 MR0311
 MR0311.The orthometric height was determined by differential leveling and
 MR0311.adjusted by the NATIONAL GEODETIC SURVEY
 MR0311.in June 1991.
 MR0311
 MR0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0311.GEOID18 height accuracy estimate available here.
 MR0311
 MR0311.Click photographs - Photos may exist for this station.
 MR0311
 MR0311.The dynamic height is computed by dividing the NAVD 88
 MR0311.geopotential number by the normal gravity value computed on the
 MR0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0311.degrees latitude (g = 980.6199 gals.).
 MR0311
 MR0311.The modeled gravity was interpolated from observed gravity values.
 MR0311
 MR0311;                    North         East    Units  Estimated Accuracy
 MR0311;SPC UT N     - 1,082,390.      520,470.      MT  (+/- 180 meters Scaled)
 MR0311
 MR0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL784471(NAD 83)
 MR0311
 MR0311                          SUPERSEDED SURVEY CONTROL
 MR0311
 MR0311  NGVD 29 (??/??/92) 1844.717  (m)         6052.21   (f) ADJ UNCH    1 2
 MR0311
 MR0311.Superseded values are not recommended for survey control.
 MR0311
 MR0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0311.See file dsdata.pdf to determine how the superseded data were derived.
 MR0311
 MR0311_MARKER: DB = BENCH MARK DISK
 MR0311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0311_SP_SET: BRIDGE
 MR0311_STAMPING: H 90 1934
 MR0311_MARK LOGO: CGS
 MR0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0311
 MR0311  HISTORY     - Date     Condition        Report By
 MR0311  HISTORY     - 1934     MONUMENTED       CGS
 MR0311  HISTORY     - 1958     GOOD             CGS
 MR0311  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0311
 MR0311                          STATION DESCRIPTION
 MR0311
 MR0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0311'12.3 MI NE FROM ECHO.
 MR0311'ABOUT 12.3 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0311'STATION AT ECHO, AT THE SOUTHWEST END OF STEEL BRIDGE NUMBER 940.41
 MR0311'UNDER THE SOUTHEAST TRACK, 5 1/2 FEET NORTHWEST OF THE NEAR RAIL, AND
 MR0311'ABOUT 2 1/2 FEET BELOW THE TRACK.
 MR0311
 MR0311                          STATION RECOVERY (1983)
 MR0311
 MR0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0311'NOTE=THERE IS NO LONGER A BRIDGE AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0148 ***********************************************************************
 MS0148  DESIGNATION -  H 92
 MS0148  PID         -  MS0148
 MS0148  STATE/COUNTY-  UT/WEBER
 MS0148  COUNTRY     -  US
 MS0148  USGS QUAD   -  ROY (2017)
 MS0148
 MS0148                         *CURRENT SURVEY CONTROL
 MS0148  ______________________________________________________________________
 MS0148* NAD 83(1986) POSITION- 41 11 36.     (N) 112 00 32.     (W)   SCALED
 MS0148* NAVD 88 ORTHO HEIGHT -  1354.154 (meters)     4442.75  (feet) ADJUSTED
 MS0148  ______________________________________________________________________
 MS0148  GEOID HEIGHT    -        -16.867 (meters)                     GEOID18
 MS0148  DYNAMIC HEIGHT  -       1353.115 (meters)     4439.34  (feet) COMP
 MS0148  MODELED GRAVITY -    979,810.2   (mgal)                       NAVD 88
 MS0148
 MS0148  VERT ORDER      -  FIRST     CLASS II
 MS0148
 MS0148.This mark is at Ogden-Hinckley Airport (OGD)
 MS0148
 MS0148.The horizontal coordinates were scaled from a map and have
 MS0148.an estimated accuracy of +/- 6 seconds.
 MS0148
 MS0148.The orthometric height was determined by differential leveling and
 MS0148.adjusted by the NATIONAL GEODETIC SURVEY
 MS0148.in June 1991.
 MS0148
 MS0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0148.GEOID18 height accuracy estimate available here.
 MS0148
 MS0148.Click photographs - Photos may exist for this station.
 MS0148
 MS0148.The dynamic height is computed by dividing the NAVD 88
 MS0148.geopotential number by the normal gravity value computed on the
 MS0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0148.degrees latitude (g = 980.6199 gals.).
 MS0148
 MS0148.The modeled gravity was interpolated from observed gravity values.
 MS0148
 MS0148;                    North         East    Units  Estimated Accuracy
 MS0148;SPC UT N     - 1,095,630.      457,310.      MT  (+/- 180 meters Scaled)
 MS0148
 MS0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL153607(NAD 83)
 MS0148
 MS0148                          SUPERSEDED SURVEY CONTROL
 MS0148
 MS0148  NGVD 29 (??/??/92) 1353.22   (m)         4439.7    (f) COMPUTED    1 2
 MS0148
 MS0148.Superseded values are not recommended for survey control.
 MS0148
 MS0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0148.See file dsdata.pdf to determine how the superseded data were derived.
 MS0148
 MS0148_MARKER: DB = BENCH MARK DISK
 MS0148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0148_SP_SET: FOUNDATION
 MS0148_STAMPING: H 92 1953
 MS0148_MARK LOGO: CGS
 MS0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0148
 MS0148  HISTORY     - Date     Condition        Report By
 MS0148  HISTORY     - 1953     MONUMENTED       CGS
 MS0148  HISTORY     - 1968     GOOD             CGS
 MS0148  HISTORY     - 1978     GOOD             NGS
 MS0148
 MS0148                          STATION DESCRIPTION
 MS0148
 MS0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0148'IN OGDEN MUNICIPAL AIRPORT.
 MS0148'AT OGDEN MUNICIPAL AIRPORT (FORMERLY ROBERT H. HINCKLEY FIELD), AT THE
 MS0148'ADMINISTRATION BUILDING, SET VERTICALLY IN THE NORTH CONCRETE
 MS0148'FOUNDATION WALL, 31 FEET NORTHEAST OF THE CENTER OF THE NORTHWEST
 MS0148'ENTRANCE, AND 0.9 FOOT ABOVE THE GROUND.
 MS0148
 MS0148                          STATION RECOVERY (1968)
 MS0148
 MS0148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MS0148'RECOVERED IN GOOD CONDITION.
 MS0148
 MS0148                          STATION RECOVERY (1978)
 MS0148
 MS0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 MS0148'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0042 ***********************************************************************
 MS0042  DESIGNATION -  H 93
 MS0042  PID         -  MS0042
 MS0042  STATE/COUNTY-  UT/BOX ELDER
 MS0042  COUNTRY     -  US
 MS0042  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0042
 MS0042                         *CURRENT SURVEY CONTROL
 MS0042  ______________________________________________________________________
 MS0042* NAD 83(1986) POSITION- 41 30 20.     (N) 112 01 02.     (W)   SCALED
 MS0042* NAVD 88 ORTHO HEIGHT -  1354.932 (meters)     4445.31  (feet) ADJUSTED
 MS0042  ______________________________________________________________________
 MS0042  GEOID HEIGHT    -        -16.019 (meters)                     GEOID18
 MS0042  DYNAMIC HEIGHT  -       1353.955 (meters)     4442.10  (feet) COMP
 MS0042  MODELED GRAVITY -    979,855.0   (mgal)                       NAVD 88
 MS0042
 MS0042  VERT ORDER      -  FIRST     CLASS I
 MS0042
 MS0042.The horizontal coordinates were scaled from a map and have
 MS0042.an estimated accuracy of +/- 6 seconds.
 MS0042
 MS0042.The orthometric height was determined by differential leveling and
 MS0042.adjusted by the NATIONAL GEODETIC SURVEY
 MS0042.in June 1991.
 MS0042
 MS0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0042.GEOID18 height accuracy estimate available here.
 MS0042
 MS0042.Click photographs - Photos may exist for this station.
 MS0042
 MS0042.The dynamic height is computed by dividing the NAVD 88
 MS0042.geopotential number by the normal gravity value computed on the
 MS0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0042.degrees latitude (g = 980.6199 gals.).
 MS0042
 MS0042.The modeled gravity was interpolated from observed gravity values.
 MS0042
 MS0042;                    North         East    Units  Estimated Accuracy
 MS0042;SPC UT N     - 1,130,310.      456,820.      MT  (+/- 180 meters Scaled)
 MS0042
 MS0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL151953(NAD 83)
 MS0042
 MS0042                          SUPERSEDED SURVEY CONTROL
 MS0042
 MS0042  NGVD 29 (??/??/92) 1353.928  (m)         4442.01   (f) ADJ UNCH    1 1
 MS0042
 MS0042.Superseded values are not recommended for survey control.
 MS0042
 MS0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0042.See file dsdata.pdf to determine how the superseded data were derived.
 MS0042
 MS0042_MARKER: DB = BENCH MARK DISK
 MS0042_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MS0042_SP_SET: BUILDING WALL
 MS0042_STAMPING: H 93 1953
 MS0042_MARK LOGO: CGS
 MS0042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0042+STABILITY: POSITION/ELEVATION WELL
 MS0042
 MS0042  HISTORY     - Date     Condition        Report By
 MS0042  HISTORY     - 1953     MONUMENTED       CGS
 MS0042  HISTORY     - 1967     GOOD             CGS
 MS0042  HISTORY     - 1984     GOOD             NGS
 MS0042
 MS0042                          STATION DESCRIPTION
 MS0042
 MS0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0042'IN BRIGHAM CITY.
 MS0042'AT BRIGHAM CITY, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF 2ND
 MS0042'SOUTH STREET AND 1ST WEST STREET, AT CENTRAL SCHOOL, SET VERTICALLY IN
 MS0042'THE WEST CONCRETE FOUNDATION FOR THE BRICK WALL OF THE KITCHEN, 123
 MS0042'FEET SOUTH OF THE SOUTH EDGE OF THE SOUTH SIDEWALK OF 2ND SOUTH
 MS0042'STREET, 34 FEET EAST OF THE EAST EDGE OF THE PAVEMENT OF 1ST WEST
 MS0042'STREET, 1.7 FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, 0.8
 MS0042'FOOT ABOVE A CONCRETE PLATFORM, AND ABOUT 1/2 FOOT HIGHER THAN THE
 MS0042'STREETS.
 MS0042
 MS0042                          STATION RECOVERY (1984)
 MS0042
 MS0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0042'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN BRIGHAM
 MS0042'CITY, IN THE SOUTHEAST CORNER OF THE INTERSECTION OF 2ND STREET SOUTH
 MS0042'AND 1ST STREET WEST, SET VERTICALLY IN THE WEST FACE OF THE CONCRETE
 MS0042'FOUNDATION, IN THE SOUTHWEST CORNER OF THE CENTRAL SCHOOL (DIRECTLY
 MS0042'OUTSIDE THE FURNACE ROOM), 38.7 METERS (127 FT) SOUTH OF THE SOUTH
 MS0042'CURB OF 2ND STREET AND 21.3 METERS (70 FT) EAST OF THE CENTER OF 1ST
 MS0042'STREET.
 MS0042'THE MARK IS 0.3 M ABOVE 1ST STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0087 ***********************************************************************
 MS0087  DESIGNATION -  H 94
 MS0087  PID         -  MS0087
 MS0087  STATE/COUNTY-  UT/BOX ELDER
 MS0087  COUNTRY     -  US
 MS0087  USGS QUAD   -  LAMPO JUNCTION (2017)
 MS0087
 MS0087                         *CURRENT SURVEY CONTROL
 MS0087  ______________________________________________________________________
 MS0087* NAD 83(1986) POSITION- 41 38 07.98   (N) 112 26 39.96   (W)   HD_HELD1
 MS0087* NAVD 88 ORTHO HEIGHT -  1304.817 (meters)     4280.89  (feet) ADJUSTED
 MS0087  ______________________________________________________________________
 MS0087  GEOID HEIGHT    -        -15.775 (meters)                     GEOID18
 MS0087  DYNAMIC HEIGHT  -       1303.939 (meters)     4278.01  (feet) COMP
 MS0087  MODELED GRAVITY -    979,904.5   (mgal)                       NAVD 88
 MS0087
 MS0087  VERT ORDER      -  FIRST     CLASS II
 MS0087
 MS0087.The horizontal coordinates were determined by differentially corrected
 MS0087.hand held GPS observations or other comparable positioning techniques
 MS0087.and have an estimated accuracy of +/- 3 meters.
 MS0087
 MS0087.The orthometric height was determined by differential leveling and
 MS0087.adjusted by the NATIONAL GEODETIC SURVEY
 MS0087.in June 1991.
 MS0087
 MS0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0087.GEOID18 height accuracy estimate available here.
 MS0087
 MS0087.Click photographs - Photos may exist for this station.
 MS0087
 MS0087.The dynamic height is computed by dividing the NAVD 88
 MS0087.geopotential number by the normal gravity value computed on the
 MS0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0087.degrees latitude (g = 980.6199 gals.).
 MS0087
 MS0087.The modeled gravity was interpolated from observed gravity values.
 MS0087
 MS0087;                    North         East    Units  Estimated Accuracy
 MS0087;SPC UT N     - 1,145,041.9     421,311.3     MT  (+/- 3 meters HH1 GPS) 
 MS0087
 MS0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM7969310320(NAD 83)
 MS0087
 MS0087                          SUPERSEDED SURVEY CONTROL
 MS0087
 MS0087  NGVD 29 (??/??/92) 1303.837  (m)         4277.67   (f) ADJ UNCH    1 2
 MS0087
 MS0087.Superseded values are not recommended for survey control.
 MS0087
 MS0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0087.See file dsdata.pdf to determine how the superseded data were derived.
 MS0087
 MS0087_MARKER: DB = BENCH MARK DISK
 MS0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0087_STAMPING: H 94 1953
 MS0087_MARK LOGO: CGS
 MS0087_PROJECTION: FLUSH
 MS0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0087+STABILITY: SURFACE MOTION
 MS0087
 MS0087  HISTORY     - Date     Condition        Report By
 MS0087  HISTORY     - 1953     MONUMENTED       CGS
 MS0087  HISTORY     - 1984     GOOD             NGS
 MS0087
 MS0087                          STATION DESCRIPTION
 MS0087
 MS0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0087'6.2 MI E FROM PROMONTORY.
 MS0087'1.8 MILES NORTHEAST ALONG A COUNTY GRAVELED ROAD FROM THE GOLDEN SPIKE
 MS0087'MONUMENT AT PROMONTORY, THENCE 4.4 MILES EAST ALONG STATE HIGHWAY 83.
 MS0087'117.5 FEET NORTHEAST OF THE NORTHEAST END OF THE NORTHEAST WING WALL
 MS0087'OF A BRIDGE OVER BLUE SPRING CREEK, 57.4 FEET NORTH OF THE CENTER LINE
 MS0087'OF THE HIGHWAY, 19.0 FEET EAST OF THE EAST END OF A WIRE GATE, 1.1
 MS0087'FEET SOUTH OF A FENCE, 1.8 FEET WEST OF A WITNESS POST, ABOUT LEVEL
 MS0087'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 MS0087'FOOT ABOVE THE GROUND.
 MS0087
 MS0087                          STATION RECOVERY (1984)
 MS0087
 MS0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0087'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.59 KM
 MS0087'(6.58 MI) NORTHEAST ALONG A PAVED ROAD FROM THE GOLDEN SPIKE MONUMENT
 MS0087'IN PROMONTORY, 10.0 METERS (33 FT) NORTH OF THE CENTER OF THE ROAD,
 MS0087'42.0 METERS (138 FT) EAST OF THE NORTH END OF THE EAST CONCRETE
 MS0087'ABUTMENT FOR A SMALL BRIDGE OVER BLUE CREEK, 5.1 METERS (18 FT) EAST
 MS0087'OF THE EAST GATE POST FOR A WIRE GATE IN THE RIGHT OF WAY FENCE AND
 MS0087'0.3 METER (1 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 MS0087'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 MS0087'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0008 ***********************************************************************
 JO0008  DESIGNATION -  H 94 RESET
 JO0008  PID         -  JO0008
 JO0008  STATE/COUNTY-  UT/SEVIER
 JO0008  COUNTRY     -  US
 JO0008  USGS QUAD   -  RICHFIELD (2017)
 JO0008
 JO0008                         *CURRENT SURVEY CONTROL
 JO0008  ______________________________________________________________________
 JO0008* NAD 83(1986) POSITION- 38 46 09.1    (N) 112 05 06.6    (W)   HD_HELD2
 JO0008* NAVD 88 ORTHO HEIGHT -  1628.80  (+/-2cm)     5343.8   (feet) VERTCON3
 JO0008  ______________________________________________________________________
 JO0008  GEOID HEIGHT    -        -18.837 (meters)                     GEOID18
 JO0008  VERT ORDER      -  THIRD (See Below)
 JO0008
 JO0008.The horizontal coordinates were established by autonomous hand held GPS
 JO0008.observations and have an estimated accuracy of +/- 10 meters.
 JO0008
 JO0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0008
 JO0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0008.GEOID18 height accuracy estimate available here.
 JO0008
 JO0008.The vertical order pertains to the NGVD 29 superseded value.
 JO0008
 JO0008.Click photographs - Photos may exist for this station.
 JO0008
 JO0008;                    North         East    Units  Estimated Accuracy
 JO0008;SPC UT C     - 2,048,557.      449,142.      MT  (+/- 10 meters HH2 GPS)
 JO0008
 JO0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH0572791723(NAD 83)
 JO0008
 JO0008                          SUPERSEDED SURVEY CONTROL
 JO0008
 JO0008  NGVD 29 (07/25/12) 1627.58   (m)         5339.8    (f) RESET       3  
 JO0008
 JO0008.Superseded values are not recommended for survey control.
 JO0008
 JO0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0008.See file dsdata.pdf to determine how the superseded data were derived.
 JO0008
 JO0008_MARKER: DB = BENCH MARK DISK
 JO0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JO0008_SP_SET: BALUSTRADE
 JO0008_STAMPING: H 94 RESET 1954
 JO0008_MARK LOGO: USGS
 JO0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0008
 JO0008  HISTORY     - Date     Condition        Report By
 JO0008  HISTORY     - 1954     MONUMENTED       USGS
 JO0008
 JO0008                          STATION DESCRIPTION
 JO0008
 JO0008'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JO0008'IN RICHFIELD.
 JO0008'AT RICHFIELD, SEVIER COUNTY, ON THE MAIN STREET, AT THE POST OFFICE,
 JO0008'23 FEET NORTHEAST OF THE EAST ENTRANCE, IN THE TOP OF THE STONE
 JO0008'BALUSTRADE, 1 FOOT EAST OF THE MOST NORTHERLY LAMPPOST, AND ABOUT 3
 JO0008'FEET HIGHER THAN THE STREET SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0274 ***********************************************************************
 MS0274  DESIGNATION -  H 95
 MS0274  PID         -  MS0274
 MS0274  STATE/COUNTY-  UT/BOX ELDER
 MS0274  COUNTRY     -  US
 MS0274  USGS QUAD   -  PEPLIN FLATS (2017)
 MS0274
 MS0274                         *CURRENT SURVEY CONTROL
 MS0274  ______________________________________________________________________
 MS0274* NAD 83(1986) POSITION- 41 41 40.     (N) 113 09 25.     (W)   SCALED
 MS0274* NAVD 88 ORTHO HEIGHT -  1314.096 (meters)     4311.33  (feet) ADJUSTED
 MS0274  ______________________________________________________________________
 MS0274  GEOID HEIGHT    -        -15.728 (meters)                     GEOID18
 MS0274  DYNAMIC HEIGHT  -       1313.225 (meters)     4308.47  (feet) COMP
 MS0274  MODELED GRAVITY -    979,914.1   (mgal)                       NAVD 88
 MS0274
 MS0274  VERT ORDER      -  FIRST     CLASS II
 MS0274
 MS0274.The horizontal coordinates were scaled from a map and have
 MS0274.an estimated accuracy of +/- 6 seconds.
 MS0274
 MS0274.The orthometric height was determined by differential leveling and
 MS0274.adjusted by the NATIONAL GEODETIC SURVEY
 MS0274.in June 1991.
 MS0274
 MS0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0274.GEOID18 height accuracy estimate available here.
 MS0274
 MS0274.Click photographs - Photos may exist for this station.
 MS0274
 MS0274.The dynamic height is computed by dividing the NAVD 88
 MS0274.geopotential number by the normal gravity value computed on the
 MS0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0274.degrees latitude (g = 980.6199 gals.).
 MS0274
 MS0274.The modeled gravity was interpolated from observed gravity values.
 MS0274
 MS0274;                    North         East    Units  Estimated Accuracy
 MS0274;SPC UT N     - 1,152,470.      362,080.      MT  (+/- 180 meters Scaled)
 MS0274
 MS0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM205180(NAD 83)
 MS0274
 MS0274                          SUPERSEDED SURVEY CONTROL
 MS0274
 MS0274  NGVD 29 (??/??/92) 1313.095  (m)         4308.05   (f) ADJ UNCH    1 2
 MS0274
 MS0274.Superseded values are not recommended for survey control.
 MS0274
 MS0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0274.See file dsdata.pdf to determine how the superseded data were derived.
 MS0274
 MS0274_MARKER: DB = BENCH MARK DISK
 MS0274_SETTING: 80 = SET IN A BOULDER
 MS0274_STAMPING: H 95 1953
 MS0274_MARK LOGO: CGS
 MS0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0274+STABILITY: SURFACE MOTION
 MS0274
 MS0274  HISTORY     - Date     Condition        Report By
 MS0274  HISTORY     - 1953     MONUMENTED       CGS
 MS0274
 MS0274                          STATION DESCRIPTION
 MS0274
 MS0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0274'4.4 MI SW FROM KELTON.
 MS0274'4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0274'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0274'KELTON, 14 POLES NORTH OF MILEPOLE 729, IN THE TOP OF THE NORTH END OF
 MS0274'A 3- BY 6-FOOT BOULDER, 65 FEET (SLOPING MEASUREMENT) WEST OF THE
 MS0274'CENTER LINE OF THE ROAD, 20 1/2 FEET SOUTHWEST OF TELEPHONE POLE E26
 MS0274'MARKED BY THE WHITE PAINTED LETTERS BM, AND ABOUT 15 FEET HIGHER THAN
 MS0274'THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0443 ***********************************************************************
 MS0443  DESIGNATION -  H 96
 MS0443  PID         -  MS0443
 MS0443  STATE/COUNTY-  UT/BOX ELDER
 MS0443  COUNTRY     -  US
 MS0443  USGS QUAD   -  PROHIBITION SPRING (2017)
 MS0443
 MS0443                         *CURRENT SURVEY CONTROL
 MS0443  ______________________________________________________________________
 MS0443* NAD 83(1986) POSITION- 41 30 26.3    (N) 113 30 26.5    (W)   HD_HELD2
 MS0443* NAVD 88 ORTHO HEIGHT -  1395.284 (meters)     4577.69  (feet) ADJUSTED
 MS0443  ______________________________________________________________________
 MS0443  GEOID HEIGHT    -        -16.348 (meters)                     GEOID18
 MS0443  DYNAMIC HEIGHT  -       1394.289 (meters)     4574.43  (feet) COMP
 MS0443  MODELED GRAVITY -    979,861.7   (mgal)                       NAVD 88
 MS0443
 MS0443  VERT ORDER      -  FIRST     CLASS II
 MS0443
 MS0443.The horizontal coordinates were established by autonomous hand held GPS
 MS0443.observations and have an estimated accuracy of +/- 10 meters.
 MS0443
 MS0443.The orthometric height was determined by differential leveling and
 MS0443.adjusted by the NATIONAL GEODETIC SURVEY
 MS0443.in June 1991.
 MS0443
 MS0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0443.GEOID18 height accuracy estimate available here.
 MS0443
 MS0443.Click photographs - Photos may exist for this station.
 MS0443
 MS0443.The dynamic height is computed by dividing the NAVD 88
 MS0443.geopotential number by the normal gravity value computed on the
 MS0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0443.degrees latitude (g = 980.6199 gals.).
 MS0443
 MS0443.The modeled gravity was interpolated from observed gravity values.
 MS0443
 MS0443;                    North         East    Units  Estimated Accuracy
 MS0443;SPC UT N     - 1,132,307.      332,432.      MT  (+/- 10 meters HH2 GPS)
 MS0443
 MS0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL9074398110(NAD 83)
 MS0443
 MS0443                          SUPERSEDED SURVEY CONTROL
 MS0443
 MS0443  NGVD 29 (??/??/92) 1394.230  (m)         4574.24   (f) ADJ UNCH    1 2
 MS0443
 MS0443.Superseded values are not recommended for survey control.
 MS0443
 MS0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0443.See file dsdata.pdf to determine how the superseded data were derived.
 MS0443
 MS0443_MARKER: DB = BENCH MARK DISK
 MS0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0443_STAMPING: H 96 1953
 MS0443_MARK LOGO: CGS
 MS0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0443+STABILITY: SURFACE MOTION
 MS0443
 MS0443  HISTORY     - Date     Condition        Report By
 MS0443  HISTORY     - 1953     MONUMENTED       CGS
 MS0443
 MS0443                          STATION DESCRIPTION
 MS0443
 MS0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0443'3.0 MI NE FROM WATERCRESS.
 MS0443'3.0 MILES NORTHEAST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0443'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0443'WATERCRESS, 0.4 MILE (17 POLES) SOUTHWEST OF MILEPOLE 703, DIRECTLY
 MS0443'ACROSS THE ROAD FROM LONE HILL CEMETERY, ON TOP OF A SMALL RIDGE, 188
 MS0443'FEET NORTHWEST OF AND ACROSS THE ROAD FROM THE NORTHEAST GATEPOST OF
 MS0443'THE CEMETERY ENTRANCE, 57 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 MS0443'ROAD, IN LINE WITH A ROW OF POLES, 6 1/2 FEET SOUTH OF A TELEPHONE
 MS0443'POLE, 2.5 FEET NORTHEAST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN
 MS0443'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 MS0443'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0001 ***********************************************************************
 JO0001  DESIGNATION -  H 97
 JO0001  PID         -  JO0001
 JO0001  STATE/COUNTY-  UT/SEVIER
 JO0001  COUNTRY     -  US
 JO0001  USGS QUAD   -  RICHFIELD (2017)
 JO0001
 JO0001                         *CURRENT SURVEY CONTROL
 JO0001  ______________________________________________________________________
 JO0001* NAD 83(1986) POSITION- 38 49 08.     (N) 112 00 17.     (W)   SCALED
 JO0001* NAVD 88 ORTHO HEIGHT -  1600.729 (meters)     5251.73  (feet) ADJUSTED
 JO0001  ______________________________________________________________________
 JO0001  GEOID HEIGHT    -        -18.802 (meters)                     GEOID18
 JO0001  DYNAMIC HEIGHT  -       1599.022 (meters)     5246.12  (feet) COMP
 JO0001  MODELED GRAVITY -    979,506.4   (mgal)                       NAVD 88
 JO0001
 JO0001  VERT ORDER      -  FIRST     CLASS II
 JO0001
 JO0001.The horizontal coordinates were scaled from a map and have
 JO0001.an estimated accuracy of +/- 6 seconds.
 JO0001
 JO0001.The orthometric height was determined by differential leveling and
 JO0001.adjusted by the NATIONAL GEODETIC SURVEY
 JO0001.in June 1991.
 JO0001
 JO0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0001.GEOID18 height accuracy estimate available here.
 JO0001
 JO0001.Click photographs - Photos may exist for this station.
 JO0001
 JO0001.The dynamic height is computed by dividing the NAVD 88
 JO0001.geopotential number by the normal gravity value computed on the
 JO0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0001.degrees latitude (g = 980.6199 gals.).
 JO0001
 JO0001.The modeled gravity was interpolated from observed gravity values.
 JO0001
 JO0001;                    North         East    Units  Estimated Accuracy
 JO0001;SPC UT C     - 2,054,030.      456,160.      MT  (+/- 180 meters Scaled)
 JO0001
 JO0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH127971(NAD 83)
 JO0001
 JO0001                          SUPERSEDED SURVEY CONTROL
 JO0001
 JO0001  NGVD 29 (??/??/92) 1599.520  (m)         5247.76   (f) ADJ UNCH    1 2
 JO0001
 JO0001.Superseded values are not recommended for survey control.
 JO0001
 JO0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0001.See file dsdata.pdf to determine how the superseded data were derived.
 JO0001
 JO0001_MARKER: DB = BENCH MARK DISK
 JO0001_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0001_SP_SET: CULVERT HEADWALL
 JO0001_STAMPING: 5248 1931 H 97
 JO0001_MARK LOGO: USGS
 JO0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0001+STABILITY: SURFACE MOTION
 JO0001
 JO0001  HISTORY     - Date     Condition        Report By
 JO0001  HISTORY     - 1931     MONUMENTED       USGS
 JO0001  HISTORY     - 1960     MARK NOT FOUND   CGS
 JO0001
 JO0001                          STATION DESCRIPTION
 JO0001
 JO0001'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 JO0001'2.5 MI S FROM SIGURD.
 JO0001'2.5 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JO0001'THE STATION AT SIGURD, SEVIER COUNTY, JUST NORTH OF THE SIDING AT
 JO0001'COWLEY, IN THE NORTHEAST ANGLE OF A ROAD INTERSECTION, AT A CONCRETE
 JO0001'CULVERT, AND IN THE CENTER OF THE TOP OF A HEADWALL.  A UNITED STATES
 JO0001'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5248 1931 H 97.  NOTE-- THE
 JO0001'CULVERT HAS BEEN BUILT UP AND THE DISK IS COVERED BY ONE FOOT OF NEW
 JO0001'CONCRETE.
 JO0001
 JO0001                          STATION RECOVERY (1960)
 JO0001
 JO0001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JO0001'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0271 ***********************************************************************
 JN0271  DESIGNATION -  H 98
 JN0271  PID         -  JN0271
 JN0271  STATE/COUNTY-  UT/SEVIER
 JN0271  COUNTRY     -  US
 JN0271  USGS QUAD   -  SIGURD (2017)
 JN0271
 JN0271                         *CURRENT SURVEY CONTROL
 JN0271  ______________________________________________________________________
 JN0271* NAD 83(1986) POSITION- 38 50 24.     (N) 111 58 02.     (W)   SCALED
 JN0271* NAVD 88 ORTHO HEIGHT -  1592.147 (meters)     5223.57  (feet) ADJUSTED
 JN0271  ______________________________________________________________________
 JN0271  GEOID HEIGHT    -        -18.768 (meters)                     GEOID18
 JN0271  DYNAMIC HEIGHT  -       1590.450 (meters)     5218.00  (feet) COMP
 JN0271  MODELED GRAVITY -    979,507.5   (mgal)                       NAVD 88
 JN0271
 JN0271  VERT ORDER      -  FIRST     CLASS II
 JN0271
 JN0271.The horizontal coordinates were scaled from a map and have
 JN0271.an estimated accuracy of +/- 6 seconds.
 JN0271
 JN0271.The orthometric height was determined by differential leveling and
 JN0271.adjusted by the NATIONAL GEODETIC SURVEY
 JN0271.in June 1991.
 JN0271
 JN0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0271.GEOID18 height accuracy estimate available here.
 JN0271
 JN0271.Click photographs - Photos may exist for this station.
 JN0271
 JN0271.The dynamic height is computed by dividing the NAVD 88
 JN0271.geopotential number by the normal gravity value computed on the
 JN0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0271.degrees latitude (g = 980.6199 gals.).
 JN0271
 JN0271.The modeled gravity was interpolated from observed gravity values.
 JN0271
 JN0271;                    North         East    Units  Estimated Accuracy
 JN0271;SPC UT C     - 2,056,360.      459,430.      MT  (+/- 180 meters Scaled)
 JN0271
 JN0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH160994(NAD 83)
 JN0271
 JN0271                          SUPERSEDED SURVEY CONTROL
 JN0271
 JN0271  NGVD 29 (??/??/92) 1590.934  (m)         5219.59   (f) ADJ UNCH    1 2
 JN0271
 JN0271.Superseded values are not recommended for survey control.
 JN0271
 JN0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0271.See file dsdata.pdf to determine how the superseded data were derived.
 JN0271
 JN0271_MARKER: DD = SURVEY DISK
 JN0271_SETTING: 0 = UNSPECIFIED SETTING
 JN0271_STAMPING: 5220 1931 H 98
 JN0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0271
 JN0271  HISTORY     - Date     Condition        Report By
 JN0271  HISTORY     - 1931     MONUMENTED       USGS
 JN0271  HISTORY     - 1958     MARK NOT FOUND   CGS
 JN0271
 JN0271                          STATION DESCRIPTION
 JN0271
 JN0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0271'IN SIGURD.
 JN0271'AT SIGURD, SEVIER COUNTY, ON STATE HIGHWAY 24 NEAR THE NORTH END OF
 JN0271'THE TRIANGLE FORMED BY THE JUNCTION OF OLD STATE HIGHWAY 8 LEADING
 JN0271'EAST TO FISH LAKE, 150 FEET SOUTH OF THE SPUR TRACK OF THE DENVER AND
 JN0271'RIO GRANDE WESTERN RAILROAD, 21 FEET EAST OF THE CENTERLINE OF STATE
 JN0271'HIGHWAY 24, 22 FEET WEST OF THE CENTERLINE OF OLD STATE HIGHWAY 8, AND
 JN0271'10 FEET OF A HIGHWAY SIGN.  NOTE-- ACCORDING TO THE DESCRIPTON THE
 JN0271'MARK SHOULD BE LOCATED IN AN AREA NOW USED FOR A TURN-AROUND. THERE IS
 JN0271'NO HIGHWAY 8 IN THIS LOCALITY.  THE MARK IS PROBABLY COVERED UP OR
 JN0271'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1130 ***********************************************************************
 LO1130  DESIGNATION -  HADES
 LO1130  PID         -  LO1130
 LO1130  STATE/COUNTY-  UT/DUCHESNE
 LO1130  COUNTRY     -  US
 LO1130  USGS QUAD   -  GRANDADDY LAKE (2017)
 LO1130
 LO1130                         *CURRENT SURVEY CONTROL
 LO1130  ______________________________________________________________________
 LO1130* NAD 83(1994) POSITION- 40 32 33.49782(N) 110 51 32.09282(W)   ADJUSTED
 LO1130* NAVD 88 ORTHO HEIGHT -  2603.6   (meters)     8542.    (feet) VERTCON3
 LO1130  ______________________________________________________________________
 LO1130  GEOID HEIGHT    -        -13.607 (meters)                     GEOID18
 LO1130  LAPLACE CORR    -         16.40  (seconds)                    DEFLEC18
 LO1130  HORZ ORDER      -  SECOND
 LO1130
 LO1130.The horizontal coordinates were established by classical geodetic methods
 LO1130.and adjusted by the National Geodetic Survey in November 1997.
 LO1130
 LO1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1130
 LO1130.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1130.GEOID18 height accuracy estimate available here.
 LO1130
 LO1130.Click photographs - Photos may exist for this station.
 LO1130
 LO1130.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1130
 LO1130. The following values were computed from the NAD 83(1994) position.
 LO1130
 LO1130;                    North         East     Units Scale Factor Converg.
 LO1130;SPC UT C     - 2,245,476.314   554,307.129   MT  0.99997506   +0 24 38.4
 LO1130;SPC UT C     - 7,367,033.54  1,818,589.31   sFT  0.99997506   +0 24 38.4
 LO1130;UTM  12      - 4,487,997.153   511,947.134   MT  0.99960176   +0 05 30.1
 LO1130
 LO1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1130!SPC UT C     -   0.99959388  x   0.99997506  =   0.99956895
 LO1130!UTM  12      -   0.99959388  x   0.99960176  =   0.99919580
 LO1130
 LO1130:                Primary Azimuth Mark                     Grid Az
 LO1130:SPC UT C     -  9W                                       228 36 28.5
 LO1130:UTM  12      -  9W                                       228 55 36.8
 LO1130
 LO1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK1194787997(NAD 83)
 LO1130
 LO1130|---------------------------------------------------------------------|
 LO1130| PID    Reference Object                     Distance      Geod. Az  |
 LO1130|                                                           dddmmss.s |
 LO1130| CP5484 HADES RM 1                            9.283 METERS 20555     |
 LO1130| LO1131 9W                                  APPROX. 1.4 KM 2290106.9 |
 LO1130| CP5485 HADES RM 2                            4.848 METERS 26129     |
 LO1130|---------------------------------------------------------------------|
 LO1130
 LO1130                          SUPERSEDED SURVEY CONTROL
 LO1130
 LO1130  NAD 83(1993)-  40 32 33.49673(N)    110 51 32.09215(W) AD(       ) 2
 LO1130  NAD 83(1986)-  40 32 33.48246(N)    110 51 32.08133(W) AD(       ) 2
 LO1130  NAD 27      -  40 32 33.68400(N)    110 51 29.48900(W) AD(       ) 2
 LO1130  NGVD 29 (07/19/86) 2602.1    (m)         8537.     (f) VERT ANG       
 LO1130
 LO1130.Superseded values are not recommended for survey control.
 LO1130
 LO1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1130.See file dsdata.pdf to determine how the superseded data were derived.
 LO1130
 LO1130_MARKER: DS = TRIANGULATION STATION DISK
 LO1130_SETTING: 80 = SET IN A BOULDER
 LO1130_STAMPING: HADES 1946
 LO1130_MARK LOGO: CGS
 LO1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1130+STABILITY: SURFACE MOTION
 LO1130
 LO1130  HISTORY     - Date     Condition        Report By
 LO1130  HISTORY     - 1946     MONUMENTED       CGS
 LO1130
 LO1130                          STATION DESCRIPTION
 LO1130
 LO1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1130'THE STATION IS LOCATED ABOUT 30 MILES EAST-NORTHEAST OF HEBER
 LO1130'ON A HIGH POINT OF A BRUSH COVERED RIDGE, THE FIRST HIGH
 LO1130'POINT BELOW TIMBER.  THE RIDGE IS THE FIRST ONE SOUTHEAST OF
 LO1130'HADES CANYON.  THE STATION MARK IS A BRONZE DISK, PROJECTS
 LO1130'12 INCHES AND IS STAMPED, HADES 1946.
 LO1130'
 LO1130'REFERENCE MARK NO. 1 IS A BRONZE DISK, PROJECTS 18 INCHES,
 LO1130'IS 1 FOOT LOWER THAN THE STATION MARK AND IS STAMPED, HADES
 LO1130'NO 1 1946.
 LO1130'
 LO1130'REFERENCE MARK NO. 2 IS A BRONZE DISK, PROJECTS 1 FOOT, IS
 LO1130'1 FOOT LOWER THAN THE STATION MARK AND IS STAMPED, HADES NO
 LO1130'2 1946.
 LO1130'
 LO1130'TO REACH THE STATION FROM DUCHESNE.  GO WEST ON U.S. HIGHWAY
 LO1130'40, 19.0 MILES TO A ROAD RIGHT.  TURN RIGHT, GO 11.8 MILES
 LO1130'TO A T INTERSECTION.  TURN LEFT, FOLLOW MAIN ROAD 11.7 MILES
 LO1130'TO STOCKMORE RANGER STATION ON LEFT.  CONTINUE 0.3 MILE TO A
 LO1130'ROAD RIGHT.  TURN RIGHT GO 6.25 MILES TO A DIM ROAD RIGHT,
 LO1130'JUST BEFORE REACHING A CAMP AREA.  TURN RIGHT, GO 0.6 MILE TO A
 LO1130'CANAL AND END OF TRUCK TRAVEL.  CROSS CANAL WALK NORTHEASTERLY
 LO1130'TO TOP OF RIDGE THEN ALONG RIDGE TO STATION.  A 1 HOUR PACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0718 ***********************************************************************
 LO0718  DESIGNATION -  HAIL
 LO0718  PID         -  LO0718
 LO0718  STATE/COUNTY-  UT/WASATCH
 LO0718  COUNTRY     -  US
 LO0718  USGS QUAD   -  HEBER CITY (2017)
 LO0718
 LO0718                         *CURRENT SURVEY CONTROL
 LO0718  ______________________________________________________________________
 LO0718* NAD 83(1994) POSITION- 40 36 18.98014(N) 111 26 34.60604(W)   ADJUSTED
 LO0718* NAVD 88 ORTHO HEIGHT -  2313.0   (meters)     7589.    (feet) VERTCON3
 LO0718  ______________________________________________________________________
 LO0718  GEOID HEIGHT    -        -15.530 (meters)                     GEOID18
 LO0718  LAPLACE CORR    -         -9.30  (seconds)                    DEFLEC18
 LO0718  HORZ ORDER      -  THIRD
 LO0718
 LO0718.The horizontal coordinates were established by classical geodetic methods
 LO0718.and adjusted by the National Geodetic Survey in November 1997.
 LO0718
 LO0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0718
 LO0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0718.GEOID18 height accuracy estimate available here.
 LO0718
 LO0718.Click photographs - Photos may exist for this station.
 LO0718
 LO0718.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0718
 LO0718. The following values were computed from the NAD 83(1994) position.
 LO0718
 LO0718;                    North         East     Units Scale Factor Converg.
 LO0718;SPC UT C     - 2,252,238.339   504,828.709   MT  0.99998918   +0 02 11.6
 LO0718;SPC UT C     - 7,389,218.62  1,656,258.86   sFT  0.99998918   +0 02 11.6
 LO0718;UTM  12      - 4,495,034.320   462,526.142   MT  0.99961728   -0 17 17.9
 LO0718
 LO0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0718!SPC UT C     -   0.99963973  x   0.99998918  =   0.99962891
 LO0718!UTM  12      -   0.99963973  x   0.99961728  =   0.99925714
 LO0718
 LO0718:                Primary Azimuth Mark                     Grid Az
 LO0718:SPC UT C     -  BALD                                     277 09 30.2
 LO0718:UTM  12      -  BALD                                     277 28 59.7
 LO0718
 LO0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK6252695034(NAD 83)
 LO0718
 LO0718|---------------------------------------------------------------------|
 LO0718| PID    Reference Object                     Distance      Geod. Az  |
 LO0718|                                                           dddmmss.s |
 LO0718| LO0719 BALD                                APPROX. 3.2 KM 2771141.8 |
 LO0718|---------------------------------------------------------------------|
 LO0718
 LO0718                          SUPERSEDED SURVEY CONTROL
 LO0718
 LO0718  NAD 83(1993)-  40 36 18.98017(N)    111 26 34.60449(W) AD(       ) 3
 LO0718  NAD 83(1986)-  40 36 18.96675(N)    111 26 34.59594(W) AD(       ) 3
 LO0718  NAD 27      -  40 36 19.14732(N)    111 26 31.89482(W) AD(       ) 3
 LO0718  NGVD 29 (07/19/86) 2311.8    (m)         7585.     (f) VERT ANG       
 LO0718
 LO0718.Superseded values are not recommended for survey control.
 LO0718
 LO0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0718.See file dsdata.pdf to determine how the superseded data were derived.
 LO0718
 LO0718_MARKER: DD = SURVEY DISK
 LO0718_SETTING: 80 = SET IN A BOULDER
 LO0718_STAMPING: HAIL 1954
 LO0718_MARK LOGO: USGS
 LO0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0718+STABILITY: SURFACE MOTION
 LO0718
 LO0718  HISTORY     - Date     Condition        Report By
 LO0718  HISTORY     - 1954     MONUMENTED       USGS
 LO0718
 LO0718                          STATION DESCRIPTION
 LO0718
 LO0718'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LO0718'LOCATED ABOUT 7 MI. NW. OF HEBER, 4 MI. SE. OF PARK CITY AND 1.5 MI.
 LO0718'W. OF HAILSTONE, ON A SPARSELY TREE AND SAGEBRUSH COVERED TOP.
 LO0718'
 LO0718'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 189 AND 40 IN HAILSTONE,
 LO0718'DRIVE SW. FOR 0.4 MI. ON U.S. HIGHWAY 40 TO AN OILED Y-RD., TURN RIGHT
 LO0718'NW. 1.3 MI. TO DIM DIRT Y-RD., TURN LEFT S. ON DIRT RD. FOR 1.4 MI. TO
 LO0718'SADDLE.  PACK E. ABOUT 0.2 MI. TO TOP AND STATION.  ABOUT 10 MINUTE
 LO0718'PACK.
 LO0718'
 LO0718'STATION MARK - EXISTING STANDARD VABM TABLET, ADDITIONALLY STAMPED
 LO0718'---HAIL 1954--- CEMENTED IN TOP OF BOULDER.
 LO0718'
 LO0718'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER IN TREE, 30.82 FT. FROM
 LO0718'STATION MARK, N 72 DEG 08 MIN E.
 LO0718'
 LO0718'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER IN TREE, 21.16 FT. FROM
 LO0718'STATION MARK, S 51 DEG 06 MIN E.
 LO0718'
 LO0718'NOTE - COUNTY LINE MARKER NO.2328, A 1/4 IN. BY 7 FT. TALL IRON PIPE
 LO0718'TAGGED ---2328--- IS 7.10 FT. FROM STATION MARK, N 19 DEG 55 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AB5691 ***********************************************************************
 AB5691  DESIGNATION -  HALF WAY
 AB5691  PID         -  AB5691
 AB5691  STATE/COUNTY-  UT/UINTAH
 AB5691  COUNTRY     -  US
 AB5691  USGS QUAD   -  VERNAL SW (2017)
 AB5691
 AB5691                         *CURRENT SURVEY CONTROL
 AB5691  ______________________________________________________________________
 AB5691* NAD 83(1994) POSITION- 40 20 14.08441(N) 109 42 53.82549(W)   ADJUSTED
 AB5691* NAVD 88 ORTHO HEIGHT -  1688.7   (meters)     5540.    (feet) VERTCON3
 AB5691  ______________________________________________________________________
 AB5691  GEOID HEIGHT    -        -17.450 (meters)                     GEOID18
 AB5691  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 AB5691  HORZ ORDER      -  THIRD
 AB5691
 AB5691.The horizontal coordinates were established by classical geodetic methods
 AB5691.and adjusted by the National Geodetic Survey in November 1997.
 AB5691
 AB5691.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB5691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB5691
 AB5691.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5691.GEOID18 height accuracy estimate available here.
 AB5691
 AB5691.Click photographs - Photos may exist for this station.
 AB5691
 AB5691.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB5691
 AB5691. The following values were computed from the NAD 83(1994) position.
 AB5691
 AB5691;                    North         East     Units Scale Factor Converg.
 AB5691;SPC UT C     - 2,223,988.690   651,660.037   MT  0.99993718   +1 08 36.5
 AB5691;SPC UT C     - 7,296,536.23  2,137,987.97   sFT  0.99993718   +1 08 36.5
 AB5691;UTM  12      - 4,465,981.659   609,151.320   MT  0.99974666   +0 49 54.8
 AB5691
 AB5691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5691!SPC UT C     -   0.99973789  x   0.99993718  =   0.99967509
 AB5691!UTM  12      -   0.99973789  x   0.99974666  =   0.99948462
 AB5691
 AB5691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK0915165981(NAD 83)
 AB5691
 AB5691                          SUPERSEDED SURVEY CONTROL
 AB5691
 AB5691  NAD 83(1993)-  40 20 14.08343(N)    109 42 53.82488(W) AD(       ) 3
 AB5691  NAD 83(1986)-  40 20 14.06256(N)    109 42 53.81398(W) AD(       ) 3
 AB5691  NGVD 29 (07/31/96) 1687.5    (m)         5536.     (f) VERT ANG       
 AB5691
 AB5691.Superseded values are not recommended for survey control.
 AB5691
 AB5691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5691.See file dsdata.pdf to determine how the superseded data were derived.
 AB5691
 AB5691_MARKER: DS = TRIANGULATION STATION DISK
 AB5691
 AB5691  HISTORY     - Date     Condition        Report By
 AB5691  HISTORY     - 1913     MONUMENTED       USGS
 AB5691
 AB5691                          STATION DESCRIPTION
 AB5691
 AB5691'DESCRIBED BY US GEOLOGICAL SURVEY 1913
 AB5691'LOCATED ABOUT 14.8 MI. E. OF, AND 2.5 MI. N. OF ROOSEVELT, AND ABOUT 4
 AB5691'MI. E. OF AND 4.7 MI. S. OF LA POINT, IN T 5 S, R 20 E, SE. 1/4 SEC.
 AB5691'31, ON THE W. EDGE OF A SHEER-SIDED TABLE-TOPPED BUTTE.
 AB5691'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 88,
 AB5691'PROCEED E. ON HIGHWAY 40 FOR 7.2 MI. TO DESTROYED BRIDGE ON ABANDONED
 AB5691'HIGHWAY, TURN LEFT AND PROCEED E. ON ABANDONED HIGHWAY FOR 1.2 MI. TO
 AB5691'RD. FORK, TURN LEFT AND GO 0.1 MI. TO Y-RD. FORK, BEAR RIGHT AND
 AB5691'CONTINUE ANOTHER 0.1 MI. TO Y-RD. FORK, BEAR RIGHT AND FOLLOW TRACK
 AB5691'RD. UP THE W. EDGE OF HILL FOR 0.5 MI. TO TOP, PROCEED 1.5 MI. N. ON
 AB5691'DIM TRACK RD. WHICH FOLLOWS THE W. RIM OF FLAT-TOPPED MESA TO THE S.
 AB5691'BASE OF A SHEER-SIDED BUTTE, END OF TRUCK TRAVEL.  A 10 MINUTE PACK.
 AB5691'STATION MARK--A STANDARD USGS TABLET STAMPED---HALF WAY---, SET IN A
 AB5691'BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0462 ***********************************************************************
 LP0462  DESIGNATION -  HALFWAY
 LP0462  PID         -  LP0462
 LP0462  STATE/COUNTY-  UT/TOOELE
 LP0462  COUNTRY     -  US
 LP0462  USGS QUAD   -  CAMELS BACK RIDGE NE (2017)
 LP0462
 LP0462                         *CURRENT SURVEY CONTROL
 LP0462  ______________________________________________________________________
 LP0462* NAD 83(1994) POSITION- 40 11 43.86912(N) 112 50 11.25078(W)   ADJUSTED
 LP0462* NAVD 88 ORTHO HEIGHT -  1594.9   (meters)     5233.    (feet) VERTCON3
 LP0462  ______________________________________________________________________
 LP0462  GEOID HEIGHT    -        -18.297 (meters)                     GEOID18
 LP0462  LAPLACE CORR    -          6.36  (seconds)                    DEFLEC18
 LP0462  HORZ ORDER      -  FIRST
 LP0462
 LP0462.The horizontal coordinates were established by classical geodetic methods
 LP0462.and adjusted by the National Geodetic Survey in November 1997.
 LP0462
 LP0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0462
 LP0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0462.GEOID18 height accuracy estimate available here.
 LP0462
 LP0462.Click photographs - Photos may exist for this station.
 LP0462
 LP0462.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0462
 LP0462. The following values were computed from the NAD 83(1994) position.
 LP0462
 LP0462;                    North         East     Units Scale Factor Converg.
 LP0462;SPC UT C     - 2,207,589.256   386,214.315   MT  0.99991857   -0 51 22.0
 LP0462;SPC UT C     - 7,242,732.42  1,267,104.80   sFT  0.99991857   -0 51 22.0
 LP0462;UTM  12      - 4,451,075.420   343,683.936   MT  0.99990080   -1 11 07.8
 LP0462
 LP0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0462!SPC UT C     -   0.99975274  x   0.99991857  =   0.99967133
 LP0462!UTM  12      -   0.99975274  x   0.99990080  =   0.99965356
 LP0462
 LP0462:                Primary Azimuth Mark                     Grid Az
 LP0462:SPC UT C     -  HALFWAY AZ MK                            026 07 12.0
 LP0462:UTM  12      -  HALFWAY AZ MK                            026 26 57.8
 LP0462
 LP0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK4368351075(NAD 83)
 LP0462
 LP0462|---------------------------------------------------------------------|
 LP0462| PID    Reference Object                     Distance      Geod. Az  |
 LP0462|                                                           dddmmss.s |
 LP0462| CM4810 HALFWAY AZ MK                                      0251550.0 |
 LP0462| CM4811 HALFWAY RM 1                         12.376 METERS 11740     |
 LP0462| CM4812 HALFWAY RM 2                          7.897 METERS 16545     |
 LP0462| LP0478 DUGWAY CHARLIE AREA WATER TANK      APPROX. 5.6 KM 2341913.6 |
 LP0462| LP0476 DUGWAY DOG AREA E WATER TANK        APPROX. 7.5 KM 2571312.3 |
 LP0462| LP0471 DUGWAY DOG AREA W WATER TANK        APPROX. 8.1 KM 2574744.8 |
 LP0462| LP0475 MICHAEL AFB WEATHER STA DOME        APPROX. 7.5 KM 2595731.9 |
 LP0462|---------------------------------------------------------------------|
 LP0462
 LP0462                          SUPERSEDED SURVEY CONTROL
 LP0462
 LP0462  NAD 83(1986)-  40 11 43.86298(N)    112 50 11.23760(W) AD(       ) 1
 LP0462  NAD 27      -  40 11 44.07428(N)    112 50 08.35018(W) AD(       ) 1
 LP0462  NGVD 29 (07/19/86) 1593.8    (m)         5229.     (f) VERT ANG       
 LP0462
 LP0462.Superseded values are not recommended for survey control.
 LP0462
 LP0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0462.See file dsdata.pdf to determine how the superseded data were derived.
 LP0462
 LP0462_MARKER: DS = TRIANGULATION STATION DISK
 LP0462_SETTING: 66 = SET IN ROCK OUTCROP
 LP0462_STAMPING: HALFWAY 1965
 LP0462_MARK LOGO: CGS
 LP0462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0462+STABILITY: POSITION/ELEVATION WELL
 LP0462
 LP0462  HISTORY     - Date     Condition        Report By
 LP0462  HISTORY     - 1965     MONUMENTED       CGS
 LP0462
 LP0462                          STATION DESCRIPTION
 LP0462
 LP0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0462'THE STATION IS LOCATED ON TOP OF A PROMINENT HILL AT THE
 LP0462'DUGWAY PROVING GROUNDS.  IT IS ABOUT 5 MILES WEST OF ENGLISH
 LP0462'VILLAGE, 5 MILES EAST OF DITTO TECHNICAL CENTER AND 1/2 MILE
 LP0462'SOUTH OF STARK ROAD.
 LP0462'
 LP0462'TO REACH THE STATION FROM THE ADMINISTRATION BUILDING AT DUGWAY
 LP0462'GO WEST ALONG STARK ROAD FOR 4.65 MILES TO A SIDE ROAD RIGHT
 LP0462'LEADING TO THE ARCHERY RANGE AND THE AZIMUTH MARK.  CONTINUE
 LP0462'AHEAD FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND FOLLOW
 LP0462'GRADED ROAD TO THE TOP OF THE HILL AND THE STATION.
 LP0462'
 LP0462'THE STATION MARK IS A STANDARD DISK STAMPED HALFWAY 1965.
 LP0462'IT IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK AT THE NORTH
 LP0462'END OF THE HILL.
 LP0462'
 LP0462'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HALFWAY NO 1 1965.
 LP0462'IT IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH IS
 LP0462'ABOUT THE SAME ELEVATION AS THE STATION.
 LP0462'
 LP0462'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HALFWAY NO 2 1965.
 LP0462'IT IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH IS ABOUT
 LP0462'2 FEET LOWER THAN THE STATION.
 LP0462'
 LP0462'THE AZIMUTH MARK IS THE HEAD OF A RIVET SET IN THE TOP OF
 LP0462'A 9 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 14 INCHES.  IT
 LP0462'IS 53 FEET NORTH OF THE CENTER LINE OF STARK ROAD AND 33-1/2
 LP0462'FEET EAST OF THE GRAVELED ROAD.
 LP0462'
 LP0462'HEIGHT OF LIGHT ABOVE STATION MARK 1.9 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0937 ***********************************************************************
 HN0937  DESIGNATION -  HALL
 HN0937  PID         -  HN0937
 HN0937  STATE/COUNTY-  UT/KANE
 HN0937  COUNTRY     -  US
 HN0937  USGS QUAD   -  THE RINCON NE (2017)
 HN0937
 HN0937                         *CURRENT SURVEY CONTROL
 HN0937  ______________________________________________________________________
 HN0937* NAD 83(1994) POSITION- 37 29 20.69046(N) 110 51 40.06546(W)   ADJUSTED
 HN0937* NAVD 88 ORTHO HEIGHT -  1714.7   (meters)     5626.    (feet) VERTCON3
 HN0937  ______________________________________________________________________
 HN0937  GEOID HEIGHT    -        -22.209 (meters)                     GEOID18
 HN0937  LAPLACE CORR    -         -4.21  (seconds)                    DEFLEC18
 HN0937  HORZ ORDER      -  SECOND
 HN0937
 HN0937.The horizontal coordinates were established by classical geodetic methods
 HN0937.and adjusted by the National Geodetic Survey in November 1997.
 HN0937
 HN0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0937
 HN0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0937.GEOID18 height accuracy estimate available here.
 HN0937
 HN0937.Click photographs - Photos may exist for this station.
 HN0937
 HN0937.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0937
 HN0937. The following values were computed from the NAD 83(1994) position.
 HN0937
 HN0937;                    North         East     Units Scale Factor Converg.
 HN0937;SPC UT S     - 3,091,466.973   556,498.205   MT  0.99996448   +0 23 29.1
 HN0937;SPC UT S     -10,142,587.89  1,825,777.86   sFT  0.99996448   +0 23 29.1
 HN0937;UTM  12      - 4,149,138.980   512,276.582   MT  0.99960186   +0 05 04.3
 HN0937
 HN0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0937!SPC UT S     -   0.99973447  x   0.99996448  =   0.99969896
 HN0937!UTM  12      -   0.99973447  x   0.99960186  =   0.99933644
 HN0937
 HN0937:                Primary Azimuth Mark                     Grid Az
 HN0937:SPC UT S     -  HALL AZ MK                               277 30 42.1
 HN0937:UTM  12      -  HALL AZ MK                               277 49 06.9
 HN0937
 HN0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG1227649138(NAD 83)
 HN0937
 HN0937|---------------------------------------------------------------------|
 HN0937| PID    Reference Object                     Distance      Geod. Az  |
 HN0937|                                                           dddmmss.s |
 HN0937| CM7382 HALL RM 2                             5.278 METERS 10615     |
 HN0937| CM7381 HALL RM 1                             7.757 METERS 17818     |
 HN0937| CM7380 HALL AZ MK                                         2775411.2 |
 HN0937|---------------------------------------------------------------------|
 HN0937
 HN0937                          SUPERSEDED SURVEY CONTROL
 HN0937
 HN0937  NAD 83(1986)-  37 29 20.68587(N)    110 51 40.06532(W) AD(       ) 2
 HN0937  NAD 27      -  37 29 20.72000(N)    110 51 37.53138(W) AD(       ) 2
 HN0937  NGVD 29 (07/19/86) 1713.6    (m)         5622.     (f) VERT ANG       
 HN0937
 HN0937.Superseded values are not recommended for survey control.
 HN0937
 HN0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0937.See file dsdata.pdf to determine how the superseded data were derived.
 HN0937
 HN0937_MARKER: DS = TRIANGULATION STATION DISK
 HN0937_SETTING: 66 = SET IN ROCK OUTCROP
 HN0937_STAMPING: HALL 1936
 HN0937_MARK LOGO: CGS
 HN0937_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0937+STABILITY: POSITION/ELEVATION WELL
 HN0937
 HN0937  HISTORY     - Date     Condition        Report By
 HN0937  HISTORY     - 1936     MONUMENTED       CGS
 HN0937  HISTORY     - 1963     GOOD             CGS
 HN0937
 HN0937                          STATION DESCRIPTION
 HN0937
 HN0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HN0937'ABOUT 12 MILES NORTHWEST OF COLORADO RIVER, 6.5 MILES
 HN0937'WEST-NORTHWEST OF HALLS CROSSING, 3.0 MILES SOUTH OF BAKERS
 HN0937'RANCH, ON HIGH POINT IN WATER POCKET FOLD.  TO REACH FROM
 HN0937'BAKERS RANCH (WHICH IS 60 MILES DOWN GRAND GULCH ALONG HALL
 HN0937'CREEK FROM NOTOM, AND APPROXIMATELY 50 MILES SOUTH OF EAST
 HN0937'BOULDER RANCH), GO NORTHWEST 0.5 MILE UP WASH.  TURN LEFT (WEST)
 HN0937'FOR 1.0 MILE TO TOP RIDGE.  TURN LEFT (SOUTHEAST) ALONG TOP
 HN0937'OF RIDGE AND GO 2.0 MILES TO STATION SITE, THREE-HOUR PACK.
 HN0937'MARKED BY STANDARD STATION DISK IN OUTCROPPING BEDROCK.
 HN0937'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 HN0937'OUTCROPPING BEDROCK.  NO. 1 IS 7.763 METERS (25.47
 HN0937'FEET) FROM STATION.  NO. 2 IS
 HN0937'5.280 METERS (17.32 FEET) EAST OF STATION.
 HN0937'DISTANCE BETWEEN REFERENCE MARKS IS 26.00
 HN0937'FEET.
 HN0937
 HN0937                          STATION RECOVERY (1963)
 HN0937
 HN0937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0937'THE STATION AND REFERENCE MARK 1 AND 2 WERE RECOVERED AND
 HN0937'FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 HN0937'THE MARKS COMPARED FAVORABLY WITH THE ORIGINAL DATA.  AN AZIMUTH
 HN0937'MARK WAS ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS SINCE
 HN0937'THE STATION WAS REACHED BY HELICOPTER AND THE ORIGINAL ROUTE
 HN0937'WAS NOT CHECKED.
 HN0937'
 HN0937'THE STATION IS ABOUT 32 MILES SOUTHWEST OF HITE FERRY, 16-1/2
 HN0937'MILES NORTH-NORTHEAST OF HOLE-IN-THE-ROCK AND 6-1/2 MILES
 HN0937'WEST-NORTHWEST OF HALLS CROSSING, ON THE HIGHEST POINT ON
 HN0937'THE SOUTHERN END OF WATERPOCKET FOLD.
 HN0937'
 HN0937'TO REACH FROM HOLE-IN-THE-ROCK BY HELICOPTER, FLY NORTH-NORTHEST
 HN0937'ON A TRUE COURSE OF 15 DEGREES FOR ABOUT 17 MILES TO THE
 HN0937'STATION AS DESCRIBED BELOW.
 HN0937'
 HN0937'THE STATION MARK IS A STANDARD DISK STAMPED HALL
 HN0937'1936, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH.  IT
 HN0937'IS 15 FEET SOUTHWEST OF A 3-FOOT CAIRN AND 13 FEET WEST OF
 HN0937'A 4-1/2 FOOT CAIRN.
 HN0937'
 HN0937'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HALL NO
 HN0937'1 1936, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH.
 HN0937'IT IS 27-1/2 FEET SOUTHWEST OF THE TALLER OF TWO CAIRNS
 HN0937'AND ABOUT 2 FEET LOWER THAN STATION MARK.
 HN0937'
 HN0937'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HALL
 HN0937'NO 2 1936, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH.
 HN0937'IT IS 4 FEET SOUTHEAST OF THE TALLER OF TWO CAIRNS AND ABOUT
 HN0937'1-1/2 FEET LOWER THAN STATION MARK.
 HN0937'
 HN0937'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HALL
 HN0937'1963 SET IN A DRILL HOLE IN THE TOP OF ROUND-TOPPED BEDROCK.
 HN0937'IT IS 3 FEET SOUTHEAST OF A 2 FOOT CAIRN, AND IS ABOUT A
 HN0937'10-MINUTE PACK WEST FROM THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0643 ***********************************************************************
 HO0643  DESIGNATION -  HAMBLIN
 HO0643  PID         -  HO0643
 HO0643  STATE/COUNTY-  UT/IRON
 HO0643  COUNTRY     -  US
 HO0643  USGS QUAD   -  BANNION SPRING (2017)
 HO0643
 HO0643                         *CURRENT SURVEY CONTROL
 HO0643  ______________________________________________________________________
 HO0643* NAD 83(1994) POSITION- 37 58 20.20485(N) 113 50 48.22422(W)   ADJUSTED
 HO0643* NAVD 88 ORTHO HEIGHT -  2487.21  (+/-2cm)     8160.1   (feet) VERTCON3
 HO0643  ______________________________________________________________________
 HO0643  GEOID HEIGHT    -        -22.286 (meters)                     GEOID18
 HO0643  LAPLACE CORR    -          2.85  (seconds)                    DEFLEC18
 HO0643  HORZ ORDER      -  SECOND
 HO0643  VERT ORDER      -  THIRD ? (See Below)
 HO0643
 HO0643.The horizontal coordinates were established by classical geodetic methods
 HO0643.and adjusted by the National Geodetic Survey in November 1997.
 HO0643
 HO0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0643
 HO0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0643.GEOID18 height accuracy estimate available here.
 HO0643
 HO0643.The vertical order pertains to the NGVD 29 superseded value.
 HO0643
 HO0643.Click photographs - Photos may exist for this station.
 HO0643
 HO0643.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0643
 HO0643. The following values were computed from the NAD 83(1994) position.
 HO0643
 HO0643;                    North         East     Units Scale Factor Converg.
 HO0643;SPC UT S     - 3,147,489.374   293,834.030   MT  0.99995667   -1 26 16.1
 HO0643;SPC UT S     -10,326,388.05    964,020.48   sFT  0.99995667   -1 26 16.1
 HO0643;UTM  12      - 4,206,563.208   249,945.529   MT  1.00037018   -1 45 08.8
 HO0643
 HO0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0643!SPC UT S     -   0.99961337  x   0.99995667  =   0.99957005
 HO0643!UTM  12      -   0.99961337  x   1.00037018  =   0.99998340
 HO0643
 HO0643:                Primary Azimuth Mark                     Grid Az
 HO0643:SPC UT S     -  TWIN PEAK                                000 07 58.4
 HO0643:UTM  12      -  TWIN PEAK                                000 26 51.1
 HO0643
 HO0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH4994506563(NAD 83)
 HO0643
 HO0643|---------------------------------------------------------------------|
 HO0643| PID    Reference Object                     Distance      Geod. Az  |
 HO0643|                                                           dddmmss.s |
 HO0643| CH2426 HAMBLIN RM 1                          8.204 METERS 06628     |
 HO0643| CH2427 HAMBLIN RM 2                          5.008 METERS 28838     |
 HO0643| JO0580 TWIN PEAK                           APPROX.22.2 KM 3584142.3 |
 HO0643|---------------------------------------------------------------------|
 HO0643
 HO0643                          SUPERSEDED SURVEY CONTROL
 HO0643
 HO0643  NAD 83(1986)-  37 58 20.19723(N)    113 50 48.22299(W) AD(       ) 2
 HO0643  NAD 27      -  37 58 20.32652(N)    113 50 45.33244(W) AD(       ) 2
 HO0643  NGVD 29            2485.95   (m)         8156.0    (f) LEVELING    3  
 HO0643
 HO0643.Superseded values are not recommended for survey control.
 HO0643
 HO0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0643.See file dsdata.pdf to determine how the superseded data were derived.
 HO0643
 HO0643_MARKER: DD = SURVEY DISK
 HO0643_SETTING: 80 = SET IN A BOULDER
 HO0643_STAMPING: HAMBLIN 1971
 HO0643_MARK LOGO: USGS
 HO0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0643+STABILITY: SURFACE MOTION
 HO0643
 HO0643  HISTORY     - Date     Condition        Report By
 HO0643  HISTORY     - 1971     MONUMENTED       USGS
 HO0643
 HO0643                          STATION DESCRIPTION
 HO0643
 HO0643'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HO0643'RM 1 - RM 2 NOT MEASURED
 HO0643'
 HO0643'LOCATED ABOUT 22.5 MI W. OF LUND.  ABOUT 12 MI N. OF MODENA.  ABOUT
 HO0643'10 MI E. OF UTAH-NEVADA STATE LINE.  ON SOUTH ONE OF THREE TOPS
 HO0643'ABOUT THE SAME ELEVATION.
 HO0643'
 HO0643'REACHED BY HELICOPTER - GOOD LANDING ABOUT 150 FT E. OF STATION
 HO0643'MARK.
 HO0643'
 HO0643'TO REACH FROM CEDAR CITY GO W. ON STATE HIGHWAY 56 TO MODENA.  TURN
 HO0643'RIGHT ON RD. TO HAMBLIN VALLEY AND GO ABOUT 14 MI TO T-RD.  TURN
 HO0643'RIGHT FOR 4.2 MI TO OLD RANCH ON LEFT AND RD. FK. RIGHT.  TURN
 HO0643'RIGHT FOR 1 MI TO END OF 2-WHEEL DRIVE TRAVEL.  - WITH 4-WHEEL
 HO0643'DRIVE CONTINUE ON OLD TRACK RD. ABOUT 2 MI TO SADDLE W. OF
 HO0643'STATION AND END OF 4-WHEEL DRIVE TRAVEL.  PACK E. UP STEEP
 HO0643'RIDGE ABOUT 0.5 MI TO TOP AND STATION ON HIGHEST POINT OF HILL
 HO0643'(ABOUT 45 MINUTE PACK).
 HO0643'
 HO0643'STATION MARK--STANDARD USGS ALUMINUM TABLET STAMPED HAMBLIN 1971
 HO0643'CEMENTED IN DRILL HOLE IN A 18 X 15 INCH BOULDER PROJECTING 0.5
 HO0643'FT ABOVE GROUND.
 HO0643'
 HO0643'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE TABLET STAMPED HAMBLIN
 HO0643'NO 1 1971 CEMENTED IN A 13 X 15 INCH BOULDER PROJECTING 0.5 FT
 HO0643'ABOVE GROUND.
 HO0643'
 HO0643'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE TABLET STAMPED HAMBLIN
 HO0643'NO 2 1971 CEMENTED IN A DRILL HOLE IN A LARGE BOULDER (3X5X5 FT).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HP0286 ***********************************************************************
 HP0286  DESIGNATION -  HAMLIN
 HP0286  PID         -  HP0286
 HP0286  STATE/COUNTY-  UT/WASHINGTON
 HP0286  COUNTRY     -  US
 HP0286  USGS QUAD   -  PINE PARK (2017)
 HP0286
 HP0286                         *CURRENT SURVEY CONTROL
 HP0286  ______________________________________________________________________
 HP0286* NAD 83(1994) POSITION- 37 30 11.18177(N) 114 02 09.29254(W)   ADJUSTED
 HP0286* NAVD 88 ORTHO HEIGHT -  1912.6   (meters)     6275.    (feet) VERTCON3
 HP0286  ______________________________________________________________________
 HP0286  GEOID HEIGHT    -        -23.763 (meters)                     GEOID18
 HP0286  LAPLACE CORR    -          6.29  (seconds)                    DEFLEC18
 HP0286  HORZ ORDER      -  FIRST
 HP0286
 HP0286.The horizontal coordinates were established by classical geodetic methods
 HP0286.and adjusted by the National Geodetic Survey in November 1997.
 HP0286
 HP0286.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0286
 HP0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 HP0286.GEOID18 height accuracy estimate available here.
 HP0286
 HP0286.Click photographs - Photos may exist for this station.
 HP0286
 HP0286.The Laplace correction was computed from DEFLEC18 derived deflections.
 HP0286
 HP0286. The following values were computed from the NAD 83(1994) position.
 HP0286
 HP0286;                    North         East     Units Scale Factor Converg.
 HP0286;SPC UT S     - 3,095,870.550   275,805.634   MT  0.99996325   -1 33 13.4
 HP0286;SPC UT S     -10,157,035.30    904,872.32   sFT  0.99996325   -1 33 13.4
 HP0286;UTM  11      - 4,154,814.160   762,015.387   MT  1.00044572   +1 48 20.1
 HP0286;UTM  12      - 4,155,016.797   231,633.618   MT  1.00048722   -1 50 57.8
 HP0286
 HP0286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0286!SPC UT S     -   0.99970368  x   0.99996325  =   0.99966694
 HP0286!UTM  11      -   0.99970368  x   1.00044572  =   1.00014927
 HP0286!UTM  12      -   0.99970368  x   1.00048722  =   1.00019075
 HP0286
 HP0286:                Primary Azimuth Mark                     Grid Az
 HP0286:SPC UT S     -  HAMLIN AZ MK                             287 38 49.9
 HP0286:UTM  11      -  HAMLIN AZ MK                             284 17 16.4
 HP0286:UTM  12      -  HAMLIN AZ MK                             287 56 34.3
 HP0286
 HP0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB6201554814(NAD 83)
 HP0286
 HP0286|---------------------------------------------------------------------|
 HP0286| PID    Reference Object                     Distance      Geod. Az  |
 HP0286|                                                           dddmmss.s |
 HP0286| DD5970 HAMLIN RM 1                          14.066 METERS 03802     |
 HP0286| DD5971 HAMLIN RM 2                           8.829 METERS 11052     |
 HP0286| HP0315 LOS ANGELES SALT LK AWY BN 34       APPROX.47.1 KM 1883221.8 |
 HP0286| DD5969 HAMLIN AZ MK                                       2860536.5 |
 HP0286|---------------------------------------------------------------------|
 HP0286
 HP0286                          SUPERSEDED SURVEY CONTROL
 HP0286
 HP0286  NAD 83(1986)-  37 30 11.17655(N)    114 02 09.29286(W) AD(       ) 1
 HP0286  NAD 27      -  37 30 11.26000(N)    114 02 06.36000(W) AD(       ) 1
 HP0286  NGVD 29 (07/19/86) 1911.5    (m)         6271.     (f) VERT ANG       
 HP0286
 HP0286.Superseded values are not recommended for survey control.
 HP0286
 HP0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0286.See file dsdata.pdf to determine how the superseded data were derived.
 HP0286
 HP0286_MARKER: DS = TRIANGULATION STATION DISK
 HP0286_SETTING: 80 = SET IN A BOULDER
 HP0286_STAMPING: HAMLIN 1938
 HP0286_MARK LOGO: CGS
 HP0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0286+STABILITY: SURFACE MOTION
 HP0286
 HP0286  HISTORY     - Date     Condition        Report By
 HP0286  HISTORY     - 1938     MONUMENTED       CGS
 HP0286  HISTORY     - 1944     GOOD             CGS
 HP0286
 HP0286                          STATION DESCRIPTION
 HP0286
 HP0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HP0286'STATION IS LOCATED NEAR THE W BOUNDARY OF UTAH, ON THE MORMON
 HP0286'RANGE OF MOUNTAINS.  IT IS ABOUT 8 MILES (AIR LINE) SE OF THE
 HP0286'UNION PACIFIC RAILROAD SECTION HOUSE AND WATER STATION AT
 HP0286'ACOMA, NEVADA, 17 MILES (AIR LINE) WSW OF ENTERPRISE, UTAH,
 HP0286'ABOUT 1 MILE E OF UTAH-NEVADA STATE LINE MILEPOST 265, 2-1/2
 HP0286'MILES NNE OF THE POINT WHERE BEAVER DAM WASH CROSSES THE STATE
 HP0286'LINE, AND 2 MILES SE OF THE SW CORNER OF THE DIXIE NATIONAL
 HP0286'FOREST.  STATION IS ABOUT 5 FEET SE OF TWO ROCK CAIRNS NEAR
 HP0286'THE SW EDGE OF A FLAT-TOPPED CEDAR-COVERED HILL WHICH IS THE
 HP0286'HIGHEST OF SEVERAL IN THIS VICINITY.  ANOTHER FLAT-TOPPED
 HP0286'HILL SIMILAR IN APPEARANCE BUT SLIGHTLY LOWER STANDS ABOUT
 HP0286'1 MILE TO THE W.
 HP0286'
 HP0286'STATION MARK IS A BRONZE DISK SET IN CONCRETE IN A DEPRESSION
 HP0286'IN A BOULDER.  NO UNDERGROUND MARK WAS SET.  REFERENCE AND
 HP0286'AZIMUTH MARKS ARE BRONZE DISKS SET IN DRILL HOLES IN BOULDERS.
 HP0286'
 HP0286'THE AZIMUTH MARK IS IN A SANDSTONE OUTCROP ON THE SE CORNER
 HP0286'OF THE FLAT-TOPPED HILL.
 HP0286'
 HP0286'TO REACH STATION FROM A GATE AT A CROSSING OF THE RAILROAD
 HP0286'TRACKS AT ACOMA, CROSS TRACKS AND GO THROUGH GATE ON OTHER
 HP0286'SIDE AND GO 0.05 MILE TO A FORK, TAKE RIGHT FORK ON MAIN-TRAVELED
 HP0286'TRAIL ROAD E FOR 1.4 MILES TO A DIM FORK.  THENCE STRAIGHT
 HP0286'AHEAD ON RIGHT FORK (MAIN-TRAVELED ROAD) FOR 1.0 MILE TO A CROSS
 HP0286'ROAD AND SIGN READING BEAVER DAM 7, THENCE STRAIGHT AHEAD ON
 HP0286'MAIN-TRAVELED TRAIL ROAD SE FOR 3.65 MILES TO HAMLIN RANCH
 HP0286'HOUSE ON THE LEFT.  FROM THE RANCH HOUSE GATE THE STATION CAN
 HP0286'BE SEEN TO THE ESE ABOUT 3 MILES AWAY ON THE DISTANT ONE OF
 HP0286'TWO FLAT-TOPPED CEDAR-COVERED HILLS.  FROM RANCH CONTINUE
 HP0286'SE, MOSTLY DOWNHILL, FOR 1.3 MILES TO WHERE ROAD ENTERS
 HP0286'WASH.  THENCE DOWN SANDY WASH 0.6 MILE TO WHERE ROAD
 HP0286'LEAVES WASH AND THE END OF TRUCK TRAVEL.  PACK DOWN WASH 1/4
 HP0286'MILE TO BEAVER DAM WASH, THENCE DOWNSTREAM FOLLOWING OLD
 HP0286'ROAD AND CREEK BOTTOM FOR 3/4 MILE TO THE FIRST CANYON THAT
 HP0286'COMES IN ON THE LEFT, THEN JUST AFTER PASSING THE MOUTH OF
 HP0286'THIS CANYON LEAVE BEAVER DAM WASH, TURN LEFT AND HEAD N UP
 HP0286'THE STEEP RIGHT SIDE OF THIS CANYON KEEPING TO THE LEFT OF
 HP0286'THE BASE OF THE RIM ROCK TO THE NE.  CIRCLE AROUND TO THE N
 HP0286'SIDE OF THIS RIM-ROCK HILL TO A SMALL SADDLE.  FROM THIS
 HP0286'SADDLE HEAD NE UP STEEP BRUSHY SLOPE TO THE TOP WHERE THE
 HP0286'FIRST SQUARE-TOPPED HILL CAN BE SEEN TO THE E ABOUT 1/4
 HP0286'MILE.  (THERE, IS MILEPOST 265, AN IRON PIPE WITH ROCKS
 HP0286'PILED AROUND IT ON THE SLOPE NEAR THE TOP OF THIS HILL.)
 HP0286'MAKE A GRADUAL CLIMB AROUND THE RIGHT SIDE OF THIS FIRST
 HP0286'FLAT-TOPPED HILL TO THE SE CORNER AND THE SQUARE-TOPPED HILL
 HP0286'WITH THE STATION CAN BE SEEN ABOUT 3/4 MILE TO THE SE.
 HP0286'HEAD NE THROUGH A BRUSHY AREA TO THE TOP OF THE RIDGE, THEN
 HP0286'ALONG THE CREST TO THE TOP OF THE HILL AND THE STATION.  IT
 HP0286'IS ABOUT A 3-1/2- TO 4-HOUR PACK FROM THE END OF TRUCK TRAVEL
 HP0286'AND NO WATER IS FOUND AFTER LEAVING BEAVER DAM WASH.
 HP0286
 HP0286                          STATION RECOVERY (1944)
 HP0286
 HP0286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0286'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 HP0286'
 HP0286'STATION IS IN THE N END OF THE MORMON MOUNTAIN RANGE, ABOUT
 HP0286'1 MILE E OF THE UTAH-NEVADA STATE LINE, ABOUT 12 MILES DUE
 HP0286'E OF BARCLAY, NEVADA, ABOUT 15 MILES DUE S OF UVADA, UTAH,
 HP0286'BOTH MAINTENANCE STATIONS ON THE UNION PACIFIC RAILROAD.  IT
 HP0286'IS ABOUT 3 MILES ESE OF THE OLD HAMLIN RANCH AND IS VISIBLE
 HP0286'FROM THAT PLACE.
 HP0286'
 HP0286'STATION MARK IS STAMPED HAMLIN 1938 AND PROJECTS ABOUT 8 INCHES
 HP0286'ABOVE THE GROUND.  IT IS ABOUT 7 FEET SE OF A ROCK CAIRN.
 HP0286'
 HP0286'REFERENCE MARK 1 IS STAMPED HAMLIN NO 1 1938 AND PROJECTS ABOUT
 HP0286'4 INCHES ABOVE THE GROUND.  IT IS AT ABOUT THE SAME ELEVATION
 HP0286'AS THE STATION MARK.
 HP0286'
 HP0286'REFERENCE MARK 2 IS STAMPED HAMLIN NO 2 1938 AND PROJECTS
 HP0286'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS ABOUT 2 FEET HIGHER
 HP0286'THAN THE STATION MARK.
 HP0286'
 HP0286'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER FLUSH
 HP0286'WITH THE GROUND AND IS STAMPED HAMLIN 1938.  IT IS ON THE SE
 HP0286'END OF THE FLAT-TOPPED HILL PASSED AROUND ON THE WAY TO THE
 HP0286'STATION AND ABOUT 12 FEET NNW OF A ROCK CAIRN.
 HP0286'
 HP0286'TO REACH STATION FROM ACOMA WHICH MAY BE REACHED FROM CALIENTE
 HP0286'BY FOLLOWING MARKED ROADS, GO E AND S FROM THE RAILROAD CROSSING
 HP0286'FOR 2.5 MILES TO A CROSS ROAD, CONTINUE STRAIGHT AHEAD FOR
 HP0286'3.6 MILES TO THE OLD HAMLIN RANCH.  FROM THIS POINT THE STATION
 HP0286'APPEARS AS THE HIGHER AND MORE DISTANT OF TWO FLAT-TOPPED AND
 HP0286'BRUSHY HILLS ON THE SKYLINE ABOUT 3 MILES ESE.  CONTINUE ON THE
 HP0286'ONLY ROAD DOWN THE CANYON FOR 1.9 MILES TO AN OLD HUNTERS
 HP0286'CAMP, FROM HERE CONTINUE ON DOWN THE ROAD FOR 1.7 MILES TO THE
 HP0286'SECOND SIDE CANYON ON THE LEFT.  THIS CANYON HAS A WARM
 HP0286'SPRING RUNNING DOWN IT AND A ROCK RAMP HAS BEEN BUILT ON THE
 HP0286'LEFT SIDE FOR A TRACK ROAD LEADING UP INTO IT FOR SHORT
 HP0286'DISTANCE.  PACK UP THE CANYON ABOUT 1/2 MILE TO A CONCRETE
 HP0286'BOX BUILT AROUND THE WARM SPRING.  CONTINUE UP THE CANYON
 HP0286'FOR ABOUT 1/8 MILE TO THE FIRST CANYON ON THE LEFT, BEAR LEFT
 HP0286'UP THIS SIDE CANYON TO THE SADDLE, THENCE TO THE RIGHT ABOUT
 HP0286'1/2 MILE TO THE FIRST FLAT-TOPPED HILL WHICH IS ABOUT 300
 HP0286'YARDS E OF THE STATE LINE.  PASS TO THE RIGHT OF THIS HILL AND
 HP0286'GO ENE TOWARD THE N BASE OF THE NEXT FLAT-TOPPED HILL,
 HP0286'THEN UP THE MAIN RIDGE TO THE SW POINT OF THE HILL AND THE
 HP0286'STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0037 ***********************************************************************
 JN0037  DESIGNATION -  HANKS
 JN0037  PID         -  JN0037
 JN0037  STATE/COUNTY-  UT/WAYNE
 JN0037  COUNTRY     -  US
 JN0037  USGS QUAD   -  HANKSVILLE (2017)
 JN0037
 JN0037                         *CURRENT SURVEY CONTROL
 JN0037  ______________________________________________________________________
 JN0037* NAD 83(1994) POSITION- 38 21 47.70648(N) 110 40 45.29481(W)   ADJUSTED
 JN0037* NAVD 88 ORTHO HEIGHT -  1423.443 (meters)     4670.08  (feet) ADJUSTED
 JN0037  ______________________________________________________________________
 JN0037  GEOID HEIGHT    -        -20.313 (meters)                     GEOID18
 JN0037  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 JN0037  DYNAMIC HEIGHT  -       1421.973 (meters)     4665.26  (feet) COMP
 JN0037  MODELED GRAVITY -    979,546.7   (mgal)                       NAVD 88
 JN0037
 JN0037  HORZ ORDER      -  SECOND
 JN0037  VERT ORDER      -  FIRST     CLASS II
 JN0037
 JN0037.The horizontal coordinates were established by classical geodetic methods
 JN0037.and adjusted by the National Geodetic Survey in November 1997.
 JN0037
 JN0037.The orthometric height was determined by differential leveling and
 JN0037.adjusted by the NATIONAL GEODETIC SURVEY
 JN0037.in June 1991.
 JN0037
 JN0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0037.GEOID18 height accuracy estimate available here.
 JN0037
 JN0037.Click photographs - Photos may exist for this station.
 JN0037
 JN0037.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0037
 JN0037.The dynamic height is computed by dividing the NAVD 88
 JN0037.geopotential number by the normal gravity value computed on the
 JN0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0037.degrees latitude (g = 980.6199 gals.).
 JN0037
 JN0037.The modeled gravity was interpolated from observed gravity values.
 JN0037
 JN0037. The following values were computed from the NAD 83(1994) position.
 JN0037
 JN0037;                    North         East     Units Scale Factor Converg.
 JN0037;SPC UT S     - 3,188,613.971   571,730.824   MT  1.00000231   +0 30 10.3
 JN0037;SPC UT S     -10,461,311.00  1,875,753.55   sFT  1.00000231   +0 30 10.3
 JN0037;UTM  12      - 4,246,168.492   528,021.677   MT  0.99960967   +0 11 56.7
 JN0037
 JN0037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0037!SPC UT S     -   0.99977989  x   1.00000231  =   0.99978220
 JN0037!UTM  12      -   0.99977989  x   0.99960967  =   0.99938964
 JN0037
 JN0037:                Primary Azimuth Mark                     Grid Az
 JN0037:SPC UT S     -  HANKS AZ MK                              186 11 26.1
 JN0037:UTM  12      -  HANKS AZ MK                              186 29 39.7
 JN0037
 JN0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH2802146168(NAD 83)
 JN0037
 JN0037|---------------------------------------------------------------------|
 JN0037| PID    Reference Object                     Distance      Geod. Az  |
 JN0037|                                                           dddmmss.s |
 JN0037| JN0035 HANKS RM 2                            9.671 METERS 11430     |
 JN0037| CM7386 HANKS AZ MK                                        1864136.4 |
 JN0037| JN0036 HANKS RM 1                            8.270 METERS 24530     |
 JN0037|---------------------------------------------------------------------|
 JN0037
 JN0037                          SUPERSEDED SURVEY CONTROL
 JN0037
 JN0037  NAD 83(1986)-  38 21 47.69863(N)    110 40 45.29127(W) AD(       ) 2
 JN0037  NAD 27      -  38 21 47.76185(N)    110 40 42.75141(W) AD(       ) 2
 JN0037  NGVD 29 (??/??/92) 1422.398  (m)         4666.65   (f) ADJ UNCH    1 2
 JN0037  NGVD 29            1422.40   (m)         4666.7    (f) LEVELING    3  
 JN0037
 JN0037.Superseded values are not recommended for survey control.
 JN0037
 JN0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0037.See file dsdata.pdf to determine how the superseded data were derived.
 JN0037
 JN0037_MARKER: DD = SURVEY DISK
 JN0037_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JN0037_STAMPING: HANKS 1952
 JN0037_MARK LOGO: USGS
 JN0037_MAGNETIC: P = MARKER IS A STEEL PIPE
 JN0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0037+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2010
 JN0037
 JN0037  HISTORY     - Date     Condition        Report By
 JN0037  HISTORY     - 1952     MONUMENTED       USGS
 JN0037  HISTORY     - 1958     GOOD             CGS
 JN0037  HISTORY     - 1963     GOOD             CGS
 JN0037  HISTORY     - 1965     GOOD             CGS
 JN0037  HISTORY     - 20100505 GOOD             INDIV
 JN0037
 JN0037                          STATION DESCRIPTION
 JN0037
 JN0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0037'3.5 MI E FROM HANKSVILLE.
 JN0037'2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE SCHOOL AT
 JN0037'HANKSVILLE, THENCE 0.9 MILE NORTH ALONG A TRACK ROAD TO THE SUMMIT OF
 JN0037'A HILL AND THE STATION, A DISK BRAZED ON THE TOP OF A 1-INCH IRON PIPE
 JN0037'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JN0037
 JN0037                          STATION RECOVERY (1963)
 JN0037
 JN0037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JN0037'THE STATION IS ABOUT 2 MILES EAST-SOUTHEAST OF HANKSVILLE,
 JN0037'2 MILES EAST OF UTAH STATE HIGHWAY 95 AND 2-1/2 MILES SOUTHWEST
 JN0037'OF THE DIRTY DEVIL RIVER ON A ROUND TOPPED KNOLL.
 JN0037'
 JN0037'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 24 AND 95 AT THE
 JN0037'NORTH EDGE OF HANKSVILLE, GO EAST AND SOUTHEAST ON HIGHWAY 95
 JN0037'(GRAVEL ROAD) FOR 2.4 MILES TO THE TOP OF A RIDGE AND THE
 JN0037'AZIMUTH MARK ON THE LEFT AT A DIM TRAIL LEADING NORTH.  TURN
 JN0037'LEFT AND FOLLOW THE DIM TRAIL ALONG RIDGE FOR 0.9 MILE TO THE
 JN0037'HIGHEST POINT AND THE STATION.
 JN0037'
 JN0037'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 JN0037'STAMPED HANKS 1952, BRAZED TO THE TOP OF A 1-INCH GALVANIZED
 JN0037'PIPE PROJECTING 2 INCHES ABOVE THE GROUND.
 JN0037'
 JN0037'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 JN0037'DISK STAMPED HANKS NO 1 1952, BRAZED TO THE TOP OF A 1-INCH
 JN0037'GALVANIZED PIPE THAT IS FLUSH WITH THE GROUND.
 JN0037'
 JN0037'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 JN0037'DISK STAMPED HANKS NO 2 1952, BRAZED TO THE TOP OF A 1-INCH
 JN0037'GALVANIZED PIPE THAT IS FLUSH WITH THE GROUND AND IS ON THE
 JN0037'SOUTHEAST SLOPE OF THE KNOLL.
 JN0037'
 JN0037'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HANKS USGS 1963,
 JN0037'BRAZED TO THE TOP OF A 2-1/2 INCH GALVANIZED PIPE WHICH PROJECTS
 JN0037'10 INCHES ABOVE THE GROUND.  IT IS 78 FEET NORTHEAST OF THE
 JN0037'CENTERLINE OF STATE HIGHWAY 95, 39 FEET WEST OF THE CENTER
 JN0037'OF THE DIM TRAIL LEADING TO THE STATION AND 2 FEET EAST OF A
 JN0037'METAL WITNESS POST WITH A SIGN ATTACHED.
 JN0037
 JN0037                          STATION RECOVERY (1965)
 JN0037
 JN0037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WRH)
 JN0037'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 JN0037'AND FOUND IN GOOD CONDITION.
 JN0037'
 JN0037'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 JN0037'
 JN0037'STATION IS LOCATED ABOUT 2.0 MILES EAST OF HANKSVILLE AND ABOUT
 JN0037'0.9 MILE NORTH OF STATE HIGHWAY 95 ON A SANDY KNOLL WHICH
 JN0037'IS THE HIGHEST IN THE VICINITY.
 JN0037'
 JN0037'STATION MARK IS A STANDARD USGS DISK BRAZED TO THE TOP OF A
 JN0037'2-1/2 INCH STEEL PIPE.  IT IS STAMPED HANKS 1952 AND PROJECTS
 JN0037'3 INCHES.
 JN0037'
 JN0037'REFERENCE MARK NO. 1 IS A STANDARD USGS REFERENCE DISK BRAZED
 JN0037'TO THE TOP OF A 2-1/2 INCH STEEL PIPE AND IS ABOUT 1 FOOT
 JN0037'LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED HANKS NO. 1
 JN0037'1952 AND IS SET FLUSH.
 JN0037'
 JN0037'REFERENCE MARK NO. 2 IS A STANDARD USGS REFERENCE DISK BRAZED
 JN0037'TO THE TOP OF A 2-1/2 INCH STEEL PIPE AND IS ABOUT 1 FOOT
 JN0037'LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED HANKS
 JN0037'NO. 2 1952 AND IS SET FLUSH.
 JN0037'
 JN0037'AZIMUTH MARK IS A STANDARD DISK BRAZED TO THE TOP OF A 2-1/2
 JN0037'INCH STEEL PIPE, 61 FEET NORTH OF THE CENTERLINE OF STATE
 JN0037'HIGHWAY 95 AND 53 FEET WEST OF THE CENTERLINE OF A TRACK
 JN0037'ROAD.  IT IS STAMPED HANKS USGS 1963 AND PROJECTS 3 INCHES.
 JN0037'
 JN0037'TO REACH THE STATION FROM THE POST OFFICE IN HANKSVILLE GO WEST
 JN0037'0.1 MILE TO AN INTERSECTION, TURN RIGHT AND GO NORTH 0.1 MILE PAST
 JN0037'HANKSVILLE GRADE SCHOOL TO AN INTERSECTION AND STATE HIGHWAY 24,
 JN0037'TURN RIGHT AND GO EAST ON STATE 24 FOR 0.15 MILE TO INTERSECTION
 JN0037'OF STATE 24 AND STATE 95, TURN RIGHT AND GO SOUTH 0.6 MILE
 JN0037'TO A FORK, KEEP LEFT FORK AND GO SOUTHEAST ON STATE 95 FOR 2.0
 JN0037'MILES TO TOP OF RISE AND THE AZIMUTH MARK ON THE LEFT AND
 JN0037'A TRACK ROAD LEFT, TURN LEFT AND GO NORTHEAST ON TRACK ROAD TO
 JN0037'HIGHEST POINT AND THE STATION AS DESCRIBED.
 JN0037
 JN0037                          STATION RECOVERY (2010)
 JN0037
 JN0037'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JAS)
 JN0037'DESCRIPTION AND DIRECTIONS ARE CORRECT.  STATION FOUND AND FLAGGED UP.
 JN0037'IS IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0036 ***********************************************************************
 JN0036  DESIGNATION -  HANKS RM 1
 JN0036  PID         -  JN0036
 JN0036  STATE/COUNTY-  UT/WAYNE
 JN0036  COUNTRY     -  US
 JN0036  USGS QUAD   -  HANKSVILLE (2017)
 JN0036
 JN0036                         *CURRENT SURVEY CONTROL
 JN0036  ______________________________________________________________________
 JN0036* NAD 83(1986) POSITION- 38 21 47.60   (N) 110 40 45.60   (W)   HD_HELD1
 JN0036* NAVD 88 ORTHO HEIGHT -  1423.346 (meters)     4669.76  (feet) ADJUSTED
 JN0036  ______________________________________________________________________
 JN0036  GEOID HEIGHT    -        -20.313 (meters)                     GEOID18
 JN0036  DYNAMIC HEIGHT  -       1421.875 (meters)     4664.93  (feet) COMP
 JN0036  MODELED GRAVITY -    979,546.2   (mgal)                       NAVD 88
 JN0036
 JN0036  VERT ORDER      -  FIRST     CLASS II
 JN0036
 JN0036.The horizontal coordinates were determined by differentially corrected
 JN0036.hand held GPS observations or other comparable positioning techniques
 JN0036.and have an estimated accuracy of +/- 3 meters.
 JN0036
 JN0036.The orthometric height was determined by differential leveling and
 JN0036.adjusted by the NATIONAL GEODETIC SURVEY
 JN0036.in June 1991.
 JN0036
 JN0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0036.GEOID18 height accuracy estimate available here.
 JN0036
 JN0036.Click photographs - Photos may exist for this station.
 JN0036
 JN0036.The dynamic height is computed by dividing the NAVD 88
 JN0036.geopotential number by the normal gravity value computed on the
 JN0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0036.degrees latitude (g = 980.6199 gals.).
 JN0036
 JN0036.The modeled gravity was interpolated from observed gravity values.
 JN0036
 JN0036;                    North         East    Units  Estimated Accuracy
 JN0036;SPC UT S     - 3,188,610.6     571,723.4     MT  (+/- 3 meters HH1 GPS) 
 JN0036
 JN0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH2801446165(NAD 83)
 JN0036
 JN0036                          SUPERSEDED SURVEY CONTROL
 JN0036
 JN0036  NGVD 29 (??/??/92) 1422.300  (m)         4666.33   (f) ADJ UNCH    1 2
 JN0036
 JN0036.Superseded values are not recommended for survey control.
 JN0036
 JN0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0036.See file dsdata.pdf to determine how the superseded data were derived.
 JN0036
 JN0036_MARKER: DR = REFERENCE MARK DISK
 JN0036_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JN0036_STAMPING: HANKS NO 1 1952
 JN0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0036
 JN0036  HISTORY     - Date     Condition        Report By
 JN0036  HISTORY     - 1952     MONUMENTED       USGS
 JN0036  HISTORY     - 1958     GOOD             CGS
 JN0036
 JN0036                          STATION DESCRIPTION
 JN0036
 JN0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0036'3.5 MI E FROM HANKSVILLE.
 JN0036'2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE SCHOOL AT
 JN0036'HANKSVILLE, THENCE 0.9 MILE NORTH ALONG A TRACK ROAD TO THE SUMMIT OF
 JN0036'A HILL, 27.15 FEET SOUTHWEST OF TRIANGULATION STATION HANKS (USGS), 1
 JN0036'FOOT LOWER THAN THE STATION, A DISK BRAZED ON THE TOP OF A 1-INCH IRON
 JN0036'PIPE PROJECTING 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0035 ***********************************************************************
 JN0035  DESIGNATION -  HANKS RM 2
 JN0035  PID         -  JN0035
 JN0035  STATE/COUNTY-  UT/WAYNE
 JN0035  COUNTRY     -  US
 JN0035  USGS QUAD   -  HANKSVILLE (2017)
 JN0035
 JN0035                         *CURRENT SURVEY CONTROL
 JN0035  ______________________________________________________________________
 JN0035* NAD 83(1986) POSITION- 38 21 47.58   (N) 110 40 44.93   (W)   HD_HELD1
 JN0035* NAVD 88 ORTHO HEIGHT -  1423.035 (meters)     4668.74  (feet) ADJUSTED
 JN0035  ______________________________________________________________________
 JN0035  GEOID HEIGHT    -        -20.313 (meters)                     GEOID18
 JN0035  DYNAMIC HEIGHT  -       1421.564 (meters)     4663.91  (feet) COMP
 JN0035  MODELED GRAVITY -    979,546.2   (mgal)                       NAVD 88
 JN0035
 JN0035  VERT ORDER      -  FIRST     CLASS II
 JN0035
 JN0035.The horizontal coordinates were determined by differentially corrected
 JN0035.hand held GPS observations or other comparable positioning techniques
 JN0035.and have an estimated accuracy of +/- 3 meters.
 JN0035
 JN0035.The orthometric height was determined by differential leveling and
 JN0035.adjusted by the NATIONAL GEODETIC SURVEY
 JN0035.in June 1991.
 JN0035
 JN0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0035.GEOID18 height accuracy estimate available here.
 JN0035
 JN0035.Click photographs - Photos may exist for this station.
 JN0035
 JN0035.The dynamic height is computed by dividing the NAVD 88
 JN0035.geopotential number by the normal gravity value computed on the
 JN0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0035.degrees latitude (g = 980.6199 gals.).
 JN0035
 JN0035.The modeled gravity was interpolated from observed gravity values.
 JN0035
 JN0035;                    North         East    Units  Estimated Accuracy
 JN0035;SPC UT S     - 3,188,610.1     571,739.7     MT  (+/- 3 meters HH1 GPS) 
 JN0035
 JN0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH2803046164(NAD 83)
 JN0035
 JN0035                          SUPERSEDED SURVEY CONTROL
 JN0035
 JN0035  NGVD 29 (??/??/92) 1421.989  (m)         4665.31   (f) ADJ UNCH    1 2
 JN0035
 JN0035.Superseded values are not recommended for survey control.
 JN0035
 JN0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0035.See file dsdata.pdf to determine how the superseded data were derived.
 JN0035
 JN0035_MARKER: DR = REFERENCE MARK DISK
 JN0035_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JN0035_STAMPING: HANKS NO 2 1952
 JN0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0035
 JN0035  HISTORY     - Date     Condition        Report By
 JN0035  HISTORY     - 1952     MONUMENTED       USGS
 JN0035  HISTORY     - 1958     GOOD             CGS
 JN0035
 JN0035                          STATION DESCRIPTION
 JN0035
 JN0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0035'3.5 MI E FROM HANKSVILLE.
 JN0035'2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE SCHOOL AT
 JN0035'HANKSVILLE, THENCE 0.9 MILE NORTH ALONG A TRACK ROAD TO THE SUMMIT OF
 JN0035'A HILL, 31.75 FEET EAST OF TRIANGULATION STAION HANKS (USGS), 1/2 FOOT
 JN0035'LOWER THAN THE STATION, A DISK BRAZED ON THE TOP OF A 1-INCH IRON PIPE
 JN0035'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1102 ***********************************************************************
 LO1102  DESIGNATION -  HANNA
 LO1102  PID         -  LO1102
 LO1102  STATE/COUNTY-  UT/DUCHESNE
 LO1102  COUNTRY     -  US
 LO1102  USGS QUAD   -  HANNA (2017)
 LO1102
 LO1102                         *CURRENT SURVEY CONTROL
 LO1102  ______________________________________________________________________
 LO1102* NAD 83(1994) POSITION- 40 28 29.32648(N) 110 46 17.82969(W)   ADJUSTED
 LO1102* NAVD 88 ORTHO HEIGHT -  2732.8   (meters)     8966.    (feet) VERTCON3
 LO1102  ______________________________________________________________________
 LO1102  GEOID HEIGHT    -        -14.105 (meters)                     GEOID18
 LO1102  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 LO1102  HORZ ORDER      -  FIRST
 LO1102
 LO1102.The horizontal coordinates were established by classical geodetic methods
 LO1102.and adjusted by the National Geodetic Survey in November 1997.
 LO1102
 LO1102.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1102
 LO1102.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1102.GEOID18 height accuracy estimate available here.
 LO1102
 LO1102.Click photographs - Photos may exist for this station.
 LO1102
 LO1102.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1102
 LO1102. The following values were computed from the NAD 83(1994) position.
 LO1102
 LO1102;                    North         East     Units Scale Factor Converg.
 LO1102;SPC UT C     - 2,238,001.787   561,763.200   MT  0.99996112   +0 27 59.7
 LO1102;SPC UT C     - 7,342,510.86  1,843,051.43   sFT  0.99996112   +0 27 59.7
 LO1102;UTM  12      - 4,480,484.019   519,358.816   MT  0.99960461   +0 08 53.7
 LO1102
 LO1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1102!SPC UT C     -   0.99957371  x   0.99996112  =   0.99953484
 LO1102!UTM  12      -   0.99957371  x   0.99960461  =   0.99917849
 LO1102
 LO1102:                Primary Azimuth Mark                     Grid Az
 LO1102:SPC UT C     -  HANNA AZ MK                              012 07 58.9
 LO1102:UTM  12      -  HANNA AZ MK                              012 27 04.9
 LO1102
 LO1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK1935880484(NAD 83)
 LO1102
 LO1102|---------------------------------------------------------------------|
 LO1102| PID    Reference Object                     Distance      Geod. Az  |
 LO1102|                                                           dddmmss.s |
 LO1102| CP5503 HANNA RM 2                           16.378 METERS 00406     |
 LO1102| CP5501 HANNA AZ MK                                        0123558.6 |
 LO1102| CP5502 HANNA RM 1                           14.738 METERS 19448     |
 LO1102|---------------------------------------------------------------------|
 LO1102
 LO1102                          SUPERSEDED SURVEY CONTROL
 LO1102
 LO1102  NAD 83(1993)-  40 28 29.32570(N)    110 46 17.82867(W) AD(       ) 1
 LO1102  NAD 83(1986)-  40 28 29.31037(N)    110 46 17.81881(W) AD(       ) 1
 LO1102  NAD 27      -  40 28 29.50300(N)    110 46 15.23300(W) AD(       ) 1
 LO1102  NGVD 29 (07/19/86) 2731.3    (m)         8961.     (f) VERT ANG       
 LO1102
 LO1102.Superseded values are not recommended for survey control.
 LO1102
 LO1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1102.See file dsdata.pdf to determine how the superseded data were derived.
 LO1102
 LO1102_MARKER: DS = TRIANGULATION STATION DISK
 LO1102_SETTING: 80 = SET IN A BOULDER
 LO1102_STAMPING: HANNA 1936
 LO1102_MARK LOGO: CGS
 LO1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1102+STABILITY: SURFACE MOTION
 LO1102
 LO1102  HISTORY     - Date     Condition        Report By
 LO1102  HISTORY     - 1936     MONUMENTED       CGS
 LO1102  HISTORY     - 1947     GOOD             CGS
 LO1102  HISTORY     - 1959     GOOD             USGS
 LO1102
 LO1102                          STATION DESCRIPTION
 LO1102
 LO1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 LO1102'ABOUT 1.3 MILES NORTH AND 2.5 MILES EAST OF HANNA POST OFFICE,
 LO1102'ON SOUTH BOUNDARY OF WASATCH NATIONAL FOREST, ABOUT 1/2 MILE
 LO1102'WEST OF INTERSECTION OF BLIND STREAM CREEK AND FOREST BOUNDARY,
 LO1102'ON SOUTH SLOPE OF BARE RIDGE (NOT HIGHEST PART OF RIDGE),
 LO1102'ON WEST EDGE OF SMALL SPUR WHICH TAKES OFF TO SOUTH, AND IN
 LO1102'T. 1 N., R. 8 W.  TO REACH FROM HANNA, FOLLOW MAIN ROAD WEST
 LO1102'2.9 MILES FROM MERCANTILE GENERAL STORE TO ROAD LEADING OFF
 LO1102'TO RIGHT AT U.S. FOREST SERVICE SIGN BLINDSTREAM ROAD (THIS
 LO1102'ROAD IS JUST BEYOND SOUTH TURN IN MAIN ROAD).  TURN RIGHT
 LO1102'ONTO BLINDSTREAM ROAD THROUGH CATTLE GUARD AND FOLLOW MAIN
 LO1102'ROAD UP CANYON 5.0 MILES TO WHERE ROAD AND CREEK ARE CROWDED
 LO1102'TO LEFT SIDE OF CANYON BY LARGE ROCK SLIDE.  AT THIS POINT
 LO1102'(WHICH IS AT TOP OF SMALL RISE AND END OF TRUCK TRAVEL)
 LO1102'THERE IS LARGE QUAKING ASPEN TREE COVERED WITH NAMES AND
 LO1102'DATES AND HAVING U.S. FOREST SERVICE SIGN PREVENT FOREST
 LO1102'FIRES ON NORTH SIDE OF TRUNK.  TREE IS ON RIGHT BANK OF
 LO1102'ROAD.  ON WEST SIDE OF ROAD OPPOSITE TREE THERE IS WELL-WORN
 LO1102'SHEEP TRAIL ANGLING TO LEFT UP SIDE OF RIDGE.  FOLLOW TRAIL
 LO1102'TO TOP OF RIDGE, WHERE TRAIL TURNS WEST AND DROPS DOWN INTO
 LO1102'SMALL DEPRESSION TO LEFT OF GROVE OF QUAKING ASPEN TREES.
 LO1102'BEYOND THIS POINT TRAIL RISES AGAIN TO TOP OF RIDGE.  TURN
 LO1102'SOUTH OVER TOP OF RIDGE AND GO ABOUT 200 YARDS TO STATION
 LO1102'SITE.  GOOD WATER AND CAMP SITE AT POINT WHERE SHEEP
 LO1102'TRAIL LEAVES CANYON.  MARKED BY STANDARD STATION DISK IN
 LO1102'BOULDER.  REFERENCE MARKS ARE STANDARD REFERENCE
 LO1102'DISKS IN BOULDERS.  NO. 1 IS IN BOULDER PILE NEAR TOP
 LO1102'OF SOUTHWEST SLOPE OF RIDGE, AND 14.745 METERS (48.38 FEET)
 LO1102'SOUTH OF STATION.  NO. 2 IS ON
 LO1102'SOUTHWEST SLOPE OF RIDGE, 16.368 METERS (53.70 FEET) NORTH
 LO1102'OF STATION.  DISTANCE BETWEEN
 LO1102'REFERENCE MARKS IS 101.62 FEET.  AZIMUTH MARK IS STANDARD DISK
 LO1102'IN BOULDER, ON HIGHER GROUND WHICH APPEARS FROM
 LO1102'STATION TO BE SPUR OF STATION RIDGE, AND 1/3 MILE FROM STATION
 LO1102
 LO1102                          STATION RECOVERY (1947)
 LO1102
 LO1102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LO1102'STATION RECOVERED, ALL MARKS FOUND AS DESCRIBED AND IN GOOD
 LO1102'CONDITION.
 LO1102'
 LO1102'THE STATION IS LOCATED ABOUT 3.0 MILES AIRLINE NORTHEAST OF
 LO1102'HANNA ON THE BOUNDARY OF OF THE WASATCH NATIONAL FOREST, ON
 LO1102'THE SOUTH SLOPE OF A NORTH-SOUTH, BARE RIDGE.  THE STATION MARK
 LO1102'IS A BRONZE DISK, PROJECTS 4 INCHES,
 LO1102'IS 50 FEET NORTH OF A NATIONAL FOREST BOUNDARY SIGN.  IT IS
 LO1102'STAMPED, HANNA 1936.
 LO1102'
 LO1102'REFERENCE MARK NO. 1 IS A BRONZE DISK,
 LO1102'SET FLUSH AT SAME ELEVATION AS THE STATION MARK, 10 FEET EAST
 LO1102'OF A NATIONAL FOREST BOUNDARY SIGN.  IT IS STAMPED, HANNA NO
 LO1102'1 1936.
 LO1102'
 LO1102'REFERENCE MARK NO. 2 IS A BRONZE DISK,
 LO1102'PROJECTS 4 INCHES, IS 1 FOOT LOWER THAN THE STATION MARK
 LO1102'AND IS STAMPED, HANNA NO 2 1936.
 LO1102'
 LO1102'THE AZIMUTH MARK IS A BRONZE DISK,
 LO1102'SET FLUSH ON A SOUTHEAST-NORTHWEST RIDGE, 25 FEET SOUTH OF A
 LO1102'PROSPECT HOLE, 3 FEET WEST OF A ROCK CAIRN, 0.4 MILE NORTH
 LO1102'AND APPROXIMATELY 200 FEET HIGHER THAN THE STATION MARK.  IT
 LO1102'IS STAMPED, HANNA 1936.
 LO1102'
 LO1102'TO REACH THE STATION FROM DUCHESNE.  GO WEST ON U.S. HIGHWAY
 LO1102'40, 19.0 MILES TO A GRADED ROAD RIGHT.  TURN RIGHT GO 11.8
 LO1102'MILES TO A T INTERSECTION.  TURN LEFT, PASSING THROUGH TABIONA
 LO1102'AND HANNA, GO 9.0 MILES TO A ROAD RIGHT AND SIGN, BLIND STREAM
 LO1102'ROAD.  TURN RIGHT, GO 2.0 MILES TO A ROAD LEFT.  CONTINUE
 LO1102'STRAIGHT AHEAD 3.1 MILES TO THE TOP OF A SMALL RISE AT A LARGE
 LO1102'ROCK SLIDE ON RIGHT AND END OF TRUCK TRAVEL.  FROM HERE A
 LO1102'WIDE TRAIL GOES WEST UP THE RIDGE.  FOLLOW TRAIL TO TOP OF
 LO1102'RIDGE THEN TO THE LEFT DOWN THE RIDGE 200 YARDS TO STATION.
 LO1102'A 45 MINUTE PACK.
 LO1102
 LO1102                          STATION RECOVERY (1959)
 LO1102
 LO1102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LO1102'RECOVERED.
 LO1102'
 LO1102'STATION MARK--BRONZE DISK, STAMPED ---HANNA 1936---, WEDGED IN A
 LO1102'DRILL HOLE IN BOULDER PROJECTING 4 IN., IS 50 FT. N. OF A NATIONAL
 LO1102'FOREST BOUNDARY SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0448 ***********************************************************************
 JN0448  DESIGNATION -  HANS
 JN0448  PID         -  JN0448
 JN0448  STATE/COUNTY-  UT/WAYNE
 JN0448  COUNTRY     -  US
 JN0448  USGS QUAD   -  GORDON FLATS (2017)
 JN0448
 JN0448                         *CURRENT SURVEY CONTROL
 JN0448  ______________________________________________________________________
 JN0448* NAD 83(1994) POSITION- 38 14 51.50116(N) 110 08 33.81416(W)   ADJUSTED
 JN0448* NAVD 88 ORTHO HEIGHT -  2044.6   (meters)     6708.    (feet) VERTCON3
 JN0448  ______________________________________________________________________
 JN0448  GEOID HEIGHT    -        -19.969 (meters)                     GEOID18
 JN0448  LAPLACE CORR    -          0.15  (seconds)                    DEFLEC18
 JN0448  HORZ ORDER      -  SECOND
 JN0448
 JN0448.The horizontal coordinates were established by classical geodetic methods
 JN0448.and adjusted by the National Geodetic Survey in November 1997.
 JN0448
 JN0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0448
 JN0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0448.GEOID18 height accuracy estimate available here.
 JN0448
 JN0448.Click photographs - Photos may exist for this station.
 JN0448
 JN0448.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0448
 JN0448. The following values were computed from the NAD 83(1994) position.
 JN0448
 JN0448;                    North         East     Units Scale Factor Converg.
 JN0448;SPC UT S     - 3,176,328.198   618,804.628   MT  0.99998396   +0 49 53.7
 JN0448;SPC UT S     -10,421,003.43  2,030,194.85   sFT  0.99998396   +0 49 53.7
 JN0448;UTM  12      - 4,233,639.107   575,013.208   MT  0.99966930   +0 31 50.6
 JN0448
 JN0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0448!SPC UT S     -   0.99968242  x   0.99998396  =   0.99966638
 JN0448!UTM  12      -   0.99968242  x   0.99966930  =   0.99935182
 JN0448
 JN0448:                Primary Azimuth Mark                     Grid Az
 JN0448:SPC UT S     -  CANDLESTICK SPIRE                        119 52 18.0
 JN0448:UTM  12      -  CANDLESTICK SPIRE                        120 10 21.1
 JN0448
 JN0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH7501333639(NAD 83)
 JN0448
 JN0448|---------------------------------------------------------------------|
 JN0448| PID    Reference Object                     Distance      Geod. Az  |
 JN0448|                                                           dddmmss.s |
 JN0448| CM7387 HANS RM 1                             8.633 METERS 06612     |
 JN0448| JM0539 CANDLESTICK SPIRE                   APPROX.15.4 KM 1204211.7 |
 JN0448| CM7388 HANS RM 2                             8.717 METERS 35156     |
 JN0448|---------------------------------------------------------------------|
 JN0448
 JN0448                          SUPERSEDED SURVEY CONTROL
 JN0448
 JN0448  NAD 83(1986)-  38 14 51.49239(N)    110 08 33.81327(W) AD(       ) 2
 JN0448  NAD 27      -  38 14 51.54760(N)    110 08 31.33797(W) AD(       ) 2
 JN0448  NGVD 29 (07/19/86) 2043.5    (m)         6704.     (f) VERT ANG       
 JN0448
 JN0448.Superseded values are not recommended for survey control.
 JN0448
 JN0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0448.See file dsdata.pdf to determine how the superseded data were derived.
 JN0448
 JN0448_MARKER: DS = TRIANGULATION STATION DISK
 JN0448_SETTING: 0 = UNSPECIFIED SETTING
 JN0448
 JN0448  HISTORY     - Date     Condition        Report By
 JN0448  HISTORY     - 1963     MONUMENTED       CGS
 JN0448  HISTORY     - 1973     GOOD             NPS
 JN0448
 JN0448                          STATION DESCRIPTION
 JN0448
 JN0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JN0448'THE STATION IS LOCATED ABOUT 32-1/2 MILES EAST SOUTHEAST
 JN0448'OF HANKSVILLE, 14-1/2 MILES WEST NORTHWEST OF THE JUNCTION OF
 JN0448'THE COLORADO AND GREEN RIVERS, 3/4 MILE NORTH OF THE RANCH
 JN0448'BUILDINGS AND TANKS AT FRENCH SPRINGS AT THE HEAD OF MILLARD
 JN0448'CANYON ON A HIGH FLAT TOPPED BUTTE KNOWN AS OBSERVATION ROCK.
 JN0448'THIS IS THE SITE OF U.S. GEOLOGICAL SURVEY TRIANGULATION STATION
 JN0448'MILLARD 1953.  THE DISK WAS FOUND LYING LOOSE ON THE GROUND.
 JN0448'
 JN0448'TO REACH THE STATION BY HELICOPTER FROM THE HANKSVILLE AIRPORT
 JN0448'FLY EAST SOUTHEAST ON A TRUE COURSE OF 111 DEGREES FOR ABOUT
 JN0448'32-1/2 MILES TO THE BUTTE AND THE STATION.
 JN0448'
 JN0448'THE STATION MARK IS A STANDARD DISK, STAMPED HANS 1963, WELDED
 JN0448'TO THE TOP OF A 2-INCH GALVANIZED PIPE 3 FEET LONG THAT IS
 JN0448'SET IN CONCRETE AND PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS
 JN0448'26.2 FEET EAST OF A FIVE FOOT CAIRN AND 25 FEET NORTH OF THE
 JN0448'SOUTH END OF THE BUTTE.
 JN0448'
 JN0448'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HANS NO 1 1963,
 JN0448'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE 3 FEET LONG THAT
 JN0448'IS SET IN CONCRETE AND PROJECTS 1 FOOT ABOVE THE GROUND.  IT
 JN0448'IS 24 FEET WEST OF THE EAST EDGE OF THE BUTTE.
 JN0448'
 JN0448'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HANS NO 2 1963,
 JN0448'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE 3 FEET LONG THAT
 JN0448'IS SET IN CONCRETE AND PROJECTS 1 FOOT ABOVE THE GROUND.  IT
 JN0448'IS 42.8 FEET NORTH OF THE CAIRN AND 30 FEET SOUTHEAST OF THE
 JN0448'NORTHWEST EDGE OF THE BUTTE.
 JN0448'
 JN0448'NO AZIMUTH MARK ESTABLISHED FOR THIS STATION.
 JN0448
 JN0448                          STATION RECOVERY (1973)
 JN0448
 JN0448'RECOVERY NOTE BY NATIONAL PARK SERVICE 1973 (GG)
 JN0448'HANS-EXCELLENT
 JN0448'
 JN0448'ALSO FOUND BOTH REF. MARKS FOR ABOVE POINT, IN EXCELLENT CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0742 ***********************************************************************
 MS0742  DESIGNATION -  HANS ET
 MS0742  PID         -  MS0742
 MS0742  STATE/COUNTY-  UT/BOX ELDER
 MS0742  COUNTRY     -  US
 MS0742  USGS QUAD   -  SNOWVILLE (2017)
 MS0742
 MS0742                         *CURRENT SURVEY CONTROL
 MS0742  ______________________________________________________________________
 MS0742* NAD 83(1994) POSITION- 41 55 06.27865(N) 112 40 00.19649(W)   ADJUSTED
 MS0742* NAVD 88 ORTHO HEIGHT -  1921.3   (meters)     6303.    (feet) VERTCON3
 MS0742  ______________________________________________________________________
 MS0742  GEOID HEIGHT    -        -14.945 (meters)                     GEOID18
 MS0742  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 MS0742  HORZ ORDER      -  SECOND
 MS0742
 MS0742.The horizontal coordinates were established by classical geodetic methods
 MS0742.and adjusted by the National Geodetic Survey in June 1998.
 MS0742
 MS0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0742
 MS0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0742.GEOID18 height accuracy estimate available here.
 MS0742
 MS0742.Click photographs - Photos may exist for this station.
 MS0742
 MS0742.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0742
 MS0742. The following values were computed from the NAD 83(1994) position.
 MS0742
 MS0742;                    North         East     Units Scale Factor Converg.
 MS0742;SPC UT N     - 1,176,681.078   403,213.390   MT  1.00002472   -0 46 09.4
 MS0742;SPC UT N     - 3,860,494.50  1,322,875.93   sFT  1.00002472   -0 46 09.4
 MS0742;UTM  12      - 4,642,060.740   361,787.793   MT  0.99983506   -1 06 49.2
 MS0742
 MS0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0742!SPC UT N     -   0.99970109  x   1.00002472  =   0.99972581
 MS0742!UTM  12      -   0.99970109  x   0.99983506  =   0.99953620
 MS0742
 MS0742:                Primary Azimuth Mark                     Grid Az
 MS0742:SPC UT N     -  LYNX                                     026 13 34.1
 MS0742:UTM  12      -  LYNX                                     026 34 13.9
 MS0742
 MS0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM6178742060(NAD 83)
 MS0742
 MS0742|---------------------------------------------------------------------|
 MS0742| PID    Reference Object                     Distance      Geod. Az  |
 MS0742|                                                           dddmmss.s |
 MS0742| CM4813 HANS RM 1                            19.251 METERS 02204     |
 MS0742| NU1600 LYNX                                APPROX.12.6 KM 0252724.7 |
 MS0742| CM4815 HANS RM 3                            10.082 METERS 07506     |
 MS0742| CM4814 HANS RM 2                             9.145 METERS 15001     |
 MS0742| CM4816 HANS RM 4                            14.685 METERS 16256     |
 MS0742|---------------------------------------------------------------------|
 MS0742
 MS0742                          SUPERSEDED SURVEY CONTROL
 MS0742
 MS0742  NAD 83(1993)-  41 55 06.27227(N)    112 40 00.17750(W) AD(       ) 2
 MS0742  NAD 83(1986)-  41 55 06.27220(N)    112 40 00.17831(W) AD(       ) 2
 MS0742  NAD 27      -  41 55 06.55794(N)    112 39 57.26160(W) AD(       ) 2
 MS0742  NGVD 29 (07/19/86) 1920.2    (m)         6300.     (f) VERT ANG       
 MS0742
 MS0742.Superseded values are not recommended for survey control.
 MS0742
 MS0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0742.See file dsdata.pdf to determine how the superseded data were derived.
 MS0742
 MS0742_MARKER: DD = SURVEY DISK
 MS0742_SETTING: 66 = SET IN ROCK OUTCROP
 MS0742_STAMPING: HANS ET 1966
 MS0742_MARK LOGO: USGS
 MS0742_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0742+STABILITY: POSITION/ELEVATION WELL
 MS0742
 MS0742  HISTORY     - Date     Condition        Report By
 MS0742  HISTORY     - 1966     MONUMENTED       USGS
 MS0742
 MS0742                          STATION DESCRIPTION
 MS0742
 MS0742'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (RDM)
 MS0742'LOCATED ABOUT 30 MI. (AIRLINE) NW. OF TREMONTON.  ABOUT 23
 MS0742'MI. W. OF WASHAKIE.  ABOUT 4 MI. SE. OF SNOWVILLE.  ON A PROMINENT
 MS0742'GRASS-COVERED TOP ON THE N. END OF THE HANSEL MOUNTAINS.
 MS0742'
 MS0742'TO REACH FROM THE GREYHOUND BUS DEPOT IN SNOWVILLE GO E. ON
 MS0742'U.S. HIGHWAYS 30S AND 80N FOR 0.2 MI. TO T-RD. (S.).  TURN
 MS0742'RIGHT FOR 2.05 MI. DOWN LANE TO WIRE GATE.  GO THROUGH WIRE
 MS0742'GATE FOLLOWING RD. E. FOR 1.15 MI. TO REVERSE Y-RD..  CONTINUE
 MS0742'ON MAIN RD. FOR 0.95 MI. TO WINDMILL ON RIGHT.  CONTINUE ON
 MS0742'RD. FOR 0.45 MI. TO SADDLE.  TURN LEFT (E.) UP RIDGE FOR
 MS0742'0.75 MI. TO TOP AND STATION.  A FOUR WHEEL DRIVE REQUIRED.
 MS0742'
 MS0742'STATION MARK--A STANDARD TABLET STAMPED HANS ET 1966 SET IN
 MS0742'A ROCK OUTCROP FLUSH WITH GROUND.
 MS0742'
 MS0742'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER STAMPED 1 SET IN
 MS0742'A NATURALLY EMBEDDED BOULDER PROJECTING ABOUT 1 FT.
 MS0742'
 MS0742'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER STAMPED 2 SET
 MS0742'IN A ROCK OUTCROP.
 MS0742'
 MS0742'REFERENCE MARK NO. 3--STANDARD USGS REFERENCE TABLET STAMPED
 MS0742'NO 3 1968 SET IN ROCK OUTCROP.
 MS0742'
 MS0742'REFERENCE MARK NO. 4--STANDARD USGS REFERENCE TABLET STAMPED
 MS0742'NO 4 1968 SET IN ROCK OUTCROP.
 MS0742'
 MS0742'AZIMUTH MARK--MICROWAVE TOWER ABOUT 5 MI. S. OF STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0753 ***********************************************************************
 MS0753  DESIGNATION -  HANSEL ET
 MS0753  PID         -  MS0753
 MS0753  STATE/COUNTY-  UT/BOX ELDER
 MS0753  COUNTRY     -  US
 MS0753  USGS QUAD   -  MONUMENT PEAK (2017)
 MS0753
 MS0753                         *CURRENT SURVEY CONTROL
 MS0753  ______________________________________________________________________
 MS0753* NAD 83(1994) POSITION- 41 46 32.31292(N) 112 47 11.70364(W)   ADJUSTED
 MS0753* NAVD 88 ORTHO HEIGHT -  1829.5   (meters)     6002.    (feet) VERTCON3
 MS0753  ______________________________________________________________________
 MS0753  GEOID HEIGHT    -        -15.380 (meters)                     GEOID18
 MS0753  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC18
 MS0753  HORZ ORDER      -  SECOND
 MS0753
 MS0753.The horizontal coordinates were established by classical geodetic methods
 MS0753.and adjusted by the National Geodetic Survey in June 1998.
 MS0753
 MS0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0753
 MS0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0753.GEOID18 height accuracy estimate available here.
 MS0753
 MS0753.Click photographs - Photos may exist for this station.
 MS0753
 MS0753.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0753
 MS0753. The following values were computed from the NAD 83(1994) position.
 MS0753
 MS0753;                    North         East     Units Scale Factor Converg.
 MS0753;SPC UT N     - 1,160,965.686   393,035.935   MT  0.99999876   -0 50 53.9
 MS0753;SPC UT N     - 3,808,934.92  1,289,485.40   sFT  0.99999876   -0 50 53.9
 MS0753;UTM  12      - 4,626,409.087   351,517.984   MT  0.99987130   -1 11 25.7
 MS0753
 MS0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0753!SPC UT N     -   0.99971555  x   0.99999876  =   0.99971431
 MS0753!UTM  12      -   0.99971555  x   0.99987130  =   0.99958689
 MS0753
 MS0753:                Primary Azimuth Mark                     Grid Az
 MS0753:SPC UT N     -  F 10                                     181 48 30.1
 MS0753:UTM  12      -  F 10                                     182 09 01.9
 MS0753
 MS0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM5151726409(NAD 83)
 MS0753
 MS0753|---------------------------------------------------------------------|
 MS0753| PID    Reference Object                     Distance      Geod. Az  |
 MS0753|                                                           dddmmss.s |
 MS0753| CM4818 HANSEL RM 2                          25.764 METERS 14126     |
 MS0753| MS0209 F 10                                APPROX. 6.6 KM 1805736.2 |
 MS0753| CM4817 HANSEL RM 1                          10.190 METERS 35957     |
 MS0753|---------------------------------------------------------------------|
 MS0753
 MS0753                          SUPERSEDED SURVEY CONTROL
 MS0753
 MS0753  NAD 83(1986)-  41 46 32.30343(N)    112 47 11.68455(W) AD(       ) 2
 MS0753  NAD 27      -  41 46 32.58045(N)    112 47 08.75911(W) AD(       ) 2
 MS0753  NGVD 29 (07/19/86) 1828.4    (m)         5999.     (f) VERT ANG       
 MS0753
 MS0753.Superseded values are not recommended for survey control.
 MS0753
 MS0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0753.See file dsdata.pdf to determine how the superseded data were derived.
 MS0753
 MS0753_MARKER: DD = SURVEY DISK
 MS0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0753_STAMPING: HANSEL ET 1966
 MS0753_MARK LOGO: USGS
 MS0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0753+STABILITY: SURFACE MOTION
 MS0753
 MS0753  HISTORY     - Date     Condition        Report By
 MS0753  HISTORY     - 1966     MONUMENTED       USGS
 MS0753
 MS0753                          STATION DESCRIPTION
 MS0753
 MS0753'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (RWH)
 MS0753'LOCATED ABOUT 16 MI. (AIRLINE) NW. OF GOLDEN SPIKE MONUMENT.
 MS0753'ABOUT 14 MI. SSW. OF SNOWVILLE.  ABOUT 8.5 MI. NE. OF LOCOMOTIVE
 MS0753'SPRINGS.  ON A HIGH PROMINENT PEAK ON THE S. END OF THE HANSEL
 MS0753'MOUNTAINS.
 MS0753'
 MS0753'TO REACH FROM THE GOLDEN SPIKE MONUMENT DRIVE N. ON PAVED RD.
 MS0753'FOR 1.1 MI. TO CROSSROADS.  TURN LEFT (W.) ON GRAVELED RD.
 MS0753'(LOCOMOTIVE SPRINGS AND KELTON RD.) FOR 19.2 MI. TO RD. FORK.
 MS0753'TURN RIGHT (N.) AND DRIVE UP RIDGE FOR 5.2 MI. TO RD. FORK.
 MS0753'CONTINUE ON RD. E. FOR 0.2 MI. TO RD. FORK.  TAKE RIGHT FORK E.
 MS0753'FOR 0.9 MI. TO END OF RD. TRAVEL.  TURN LEFT (N.) UP RIDGE FOR
 MS0753'0.3 MI. TO END OF TRUCK TRAVEL.  PACK N. FOLLOWING RIDGE TO
 MS0753'HIGHEST POINT AND STATION.  ABOUT A 30-MINUTE PACK.
 MS0753'
 MS0753'STATION MARK--STANDARD TABLET STAMPED HANSEL ET 1966 SET IN
 MS0753'CONCRETE BLOCK.
 MS0753'
 MS0753'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 MS0753'STAMPED 1 1968 SET ON A COPPERWELD ROD ABOUT 5 FT. BELOW
 MS0753'STATION MARK.
 MS0753'
 MS0753'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 MS0753'2 1968 SET ON A COPPERWELD ROD ABOUT 4 FT. BELOW STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0451 ***********************************************************************
 JN0451  DESIGNATION -  HAPPY
 JN0451  PID         -  JN0451
 JN0451  STATE/COUNTY-  UT/WAYNE
 JN0451  COUNTRY     -  US
 JN0451  USGS QUAD   -  THE PINNACLE (2017)
 JN0451
 JN0451                         *CURRENT SURVEY CONTROL
 JN0451  ______________________________________________________________________
 JN0451* NAD 83(1994) POSITION- 38 13 16.88258(N) 110 15 33.62040(W)   ADJUSTED
 JN0451* NAVD 88 ORTHO HEIGHT -  1991.5   (meters)     6534.    (feet) VERTCON3
 JN0451  ______________________________________________________________________
 JN0451  GEOID HEIGHT    -        -20.052 (meters)                     GEOID18
 JN0451  LAPLACE CORR    -          1.65  (seconds)                    DEFLEC18
 JN0451  HORZ ORDER      -  THIRD
 JN0451
 JN0451.The horizontal coordinates were established by classical geodetic methods
 JN0451.and adjusted by the National Geodetic Survey in November 1997.
 JN0451
 JN0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0451
 JN0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0451.GEOID18 height accuracy estimate available here.
 JN0451
 JN0451.Click photographs - Photos may exist for this station.
 JN0451
 JN0451.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0451
 JN0451. The following values were computed from the NAD 83(1994) position.
 JN0451
 JN0451;                    North         East     Units Scale Factor Converg.
 JN0451;SPC UT S     - 3,173,269.293   608,636.626   MT  0.99998036   +0 45 36.5
 JN0451;SPC UT S     -10,410,967.67  1,996,835.33   sFT  0.99998036   +0 45 36.5
 JN0451;UTM  12      - 4,230,634.693   564,832.534   MT  0.99965176   +0 27 29.7
 JN0451
 JN0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0451!SPC UT S     -   0.99969076  x   0.99998036  =   0.99967112
 JN0451!UTM  12      -   0.99969076  x   0.99965176  =   0.99934262
 JN0451
 JN0451:                Primary Azimuth Mark                     Grid Az
 JN0451:SPC UT S     -  CORRAL                                   001 29 23.2
 JN0451:UTM  12      -  CORRAL                                   001 47 30.0
 JN0451
 JN0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH6483230634(NAD 83)
 JN0451
 JN0451|---------------------------------------------------------------------|
 JN0451| PID    Reference Object                     Distance      Geod. Az  |
 JN0451|                                                           dddmmss.s |
 JN0451| JN0463 CORRAL                              APPROX. 5.5 KM 0021459.7 |
 JN0451|---------------------------------------------------------------------|
 JN0451
 JN0451                          SUPERSEDED SURVEY CONTROL
 JN0451
 JN0451  NAD 83(1986)-  38 13 16.87445(N)    110 15 33.61930(W) AD(       ) 3
 JN0451  NAD 27      -  38 13 16.93071(N)    110 15 31.12884(W) AD(       ) 3
 JN0451  NGVD 29 (07/19/86) 1990.4    (m)         6530.     (f) VERT ANG       
 JN0451
 JN0451.Superseded values are not recommended for survey control.
 JN0451
 JN0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0451.See file dsdata.pdf to determine how the superseded data were derived.
 JN0451
 JN0451_MARKER: DB = BENCH MARK DISK
 JN0451_STAMPING: 1953 HAPPY
 JN0451_MARK LOGO: USGS
 JN0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0451+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2021
 JN0451
 JN0451  HISTORY     - Date     Condition        Report By
 JN0451  HISTORY     - 1953     MONUMENTED       USGS
 JN0451  HISTORY     - 1953     GOOD             USGS
 JN0451  HISTORY     - 20210928 GOOD             INDIV
 JN0451
 JN0451                          STATION DESCRIPTION
 JN0451
 JN0451'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JN0451'STATION RECOVERED AS DESCRIBED WITH FOLLOWING EXCEPTIONS,
 JN0451'STATION MARK TABLET BRAZED TO TOP 2 IN. PIPE AND SET IN CENTER OF ROCK
 JN0451'CAIRN WAS FOUND TO BE SLIGHTLY  LOOSE WITH SMALL MOVEMENT AT STATION
 JN0451'MARK END OF PIPE.  REFERENCE MARK NO.1 WAS FOUND TO BE
 JN0451'N 87 DEG 34 MIN W, INSTEAD OF N 87 DEG 47 MIN W.
 JN0451'REFERENCE MARK NO.2 WAS FOUND TO BE S 24 DEG 09 MIN E, INSTEAD OF
 JN0451'S 23 DEG 48 MIN E, AND DISTANCE 23.54 FT. INSTEAD OF 32.12 FT.
 JN0451'
 JN0451'SIGNAL - CLOTH ON ROCK CENTERED OVER STATION MARK.
 JN0451'
 JN0451'SIGNAL DATA - TOP CLOTH ON ROCK.
 JN0451'
 JN0451'REFERENCE MARKS - NONE.
 JN0451
 JN0451                          STATION RECOVERY (2021)
 JN0451
 JN0451'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 JN0451'TO REACH FROM IH-70 IN UTAH, TAKE EXIT 149 AND GO SOUTH ON UT-24 FOR
 JN0451'24.5 MI (39.4 KM).  TURN LEFT ONTO CR1010 AND GO 24 MI (38.6 KM)
 JN0451'TOWARD HANS FLATS RANGER STATION.  AT THE INTERSECTION AT 24 MI (38.6
 JN0451'KM) TURN RIGHT ONTO CR114 AND GO 15.4 MI (24.8 KM).  THEN TURN RIGHT
 JN0451'ONTO CR119, MARKED WITH A BLM STEEL POST 0119 AND GO 3.2 MI (5.1 KM),
 JN0451'THEN TURN LEFT ONTO A JEEP TRAIL AND GO 1.25 MI (2.01 KM) TO END OF
 JN0451'VEHICLE TRAVEL.  FROM HERE HIKE EASTERLY ABOUT 1000 FT (304.8 M) TO
 JN0451'THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0788 ***********************************************************************
 LO0788  DESIGNATION -  HARBOR RM 2
 LO0788  PID         -  LO0788
 LO0788  STATE/COUNTY-  UT/UTAH
 LO0788  COUNTRY     -  US
 LO0788  USGS QUAD   -  PROVO (2017)
 LO0788
 LO0788                         *CURRENT SURVEY CONTROL
 LO0788  ______________________________________________________________________
 LO0788* NAD 83(1994) POSITION- 40 14 25.00993(N) 111 44 22.03498(W)   ADJUSTED
 LO0788* NAVD 88 ORTHO HEIGHT -  1370.1   (meters)     4495.    (feet) VERTCON3
 LO0788  ______________________________________________________________________
 LO0788  GEOID HEIGHT    -        -17.422 (meters)                     GEOID18
 LO0788  LAPLACE CORR    -          6.37  (seconds)                    DEFLEC18
 LO0788  HORZ ORDER      -  THIRD
 LO0788
 LO0788.The horizontal coordinates were established by classical geodetic methods
 LO0788.and adjusted by the National Geodetic Survey in November 1997.
 LO0788
 LO0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0788
 LO0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0788.GEOID18 height accuracy estimate available here.
 LO0788
 LO0788.Click photographs - Photos may exist for this station.
 LO0788
 LO0788.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0788
 LO0788. The following values were computed from the NAD 83(1994) position.
 LO0788
 LO0788;                    North         East     Units Scale Factor Converg.
 LO0788;SPC UT C     - 2,211,736.281   479,625.514   MT  0.99992379   -0 09 12.2
 LO0788;SPC UT C     - 7,256,338.12  1,573,571.37   sFT  0.99992379   -0 09 12.2
 LO0788;UTM  12      - 4,454,688.766   437,101.917   MT  0.99964870   -0 28 39.7
 LO0788
 LO0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0788!SPC UT C     -   0.99978784  x   0.99992379  =   0.99971165
 LO0788!UTM  12      -   0.99978784  x   0.99964870  =   0.99943662
 LO0788
 LO0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK3710154688(NAD 83)
 LO0788
 LO0788                          SUPERSEDED SURVEY CONTROL
 LO0788
 LO0788  NAD 83(1993)-  40 14 25.00930(N)    111 44 22.03424(W) AD(       ) 3
 LO0788  NAD 83(1986)-  40 14 24.99771(N)    111 44 22.03016(W) AD(       ) 3
 LO0788  NAD 27      -  40 14 25.15199(N)    111 44 19.29034(W) AD(       ) 3
 LO0788  NGVD 29 (07/19/86) 1369.1    (m)         4492.     (f) VERT ANG       
 LO0788
 LO0788.Superseded values are not recommended for survey control.
 LO0788
 LO0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0788.See file dsdata.pdf to determine how the superseded data were derived.
 LO0788
 LO0788_MARKER: DR = REFERENCE MARK DISK
 LO0788_SETTING: 66 = SET IN ROCK OUTCROP
 LO0788_STAMPING: NO 2
 LO0788_MARK LOGO: USGS
 LO0788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0788+STABILITY: POSITION/ELEVATION WELL
 LO0788
 LO0788  HISTORY     - Date     Condition        Report By
 LO0788  HISTORY     - 1946     MONUMENTED       USGS
 LO0788  HISTORY     - 1948     GOOD             USGS
 LO0788  HISTORY     - 1950     GOOD             USGS
 LO0788  HISTORY     - 1960     MARK NOT FOUND   CGS
 LO0788
 LO0788                          STATION DESCRIPTION
 LO0788
 LO0788'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 LO0788'LOCATED ON THE SHORE OF UTAH LAKE ABOUT 4 MI. W. OF PROVO, NEAR THE
 LO0788'MOUTH OF PROVO RIVER AND JUST N. OF THE ENTRANCE TO AN IMPROVED BOAT
 LO0788'HARBOR.
 LO0788'
 LO0788'TO REACH FROM PROVO, FOLLOW AN IMPROVED RD. W. FROM CENTER STREET TO
 LO0788'STATION.  THIS RD. PASSES PROVO AIRPORT.
 LO0788'
 LO0788'HARBOR USGS SET BY USGS IN 1946 FOUND IN
 LO0788'LARGE BOULDER WASHED OUT AND OVERTURNED.  REFERENCE MARK NO. 1 NOT
 LO0788'FOUND.
 LO0788
 LO0788                          STATION RECOVERY (1950)
 LO0788
 LO0788'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 LO0788'LOCATED ON THE SHORE OF UTAH LAKE ABOUT 4 MI. W. OF PROVO, NEAR THE
 LO0788'MOUTH OF PROVO RIVER AND JUST N. OF THE ENTRANCE TO AN IMPROVED BOAT
 LO0788'HARBOR.
 LO0788'
 LO0788'TO REACH FROM PROVO, FOLLOW AN IMPROVED RD. W. FROM CENTER STREET TO
 LO0788'STATION.  THIS RD. PASSES PROVO AIRPORT.
 LO0788'
 LO0788'HARBOR USGS FOUND IN LARGE BOULDER WAS WASHED
 LO0788'OUT AND OVERTURNED.  REFERENCE MARK NO. 1 NOT FOUND.
 LO0788'
 LO0788'HARBOR USGS AND REFERENCE MARK NO. 1 AS DESCRIBED
 LO0788'IN 1946 ARE COVERED BY CONCRETE FILL AND WATER AND ARE CONSIDERED
 LO0788'DESTROYED.
 LO0788'
 LO0788'STATION MARK--STANDARD REFERENCE MARK TABLET STAMPED ---NO 2--- SET
 LO0788'IN LARGE ROCK.
 LO0788'
 LO0788'REFERENCE MARKS--NONE.
 LO0788
 LO0788                          STATION RECOVERY (1960)
 LO0788
 LO0788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LO0788'NO TRACE WAS FOUND OF THE STATION.  THERE HAS BEEN
 LO0788'EXTENSIVE FILLING AND GRADING DONE IN THE VICINITY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MT0717 ***********************************************************************
 MT0717  DESIGNATION -  HARDISTER
 MT0717  PID         -  MT0717
 MT0717  STATE/COUNTY-  UT/BOX ELDER
 MT0717  COUNTRY     -  US
 MT0717  USGS QUAD   -  NILE SPRING (2018)
 MT0717
 MT0717                         *CURRENT SURVEY CONTROL
 MT0717  ______________________________________________________________________
 MT0717* NAD 83(1994) POSITION- 41 55 38.48001(N) 114 02 17.17156(W)   ADJUSTED
 MT0717* NAVD 88 ORTHO HEIGHT -  1691.3   (meters)     5549.    (feet) VERTCON3
 MT0717  ______________________________________________________________________
 MT0717  GEOID HEIGHT    -        -15.225 (meters)                     GEOID18
 MT0717  LAPLACE CORR    -          2.22  (seconds)                    DEFLEC18
 MT0717  HORZ ORDER      -  FIRST
 MT0717
 MT0717.The horizontal coordinates were established by classical geodetic methods
 MT0717.and adjusted by the National Geodetic Survey in June 1998.
 MT0717
 MT0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0717
 MT0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 MT0717.GEOID18 height accuracy estimate available here.
 MT0717
 MT0717.Click photographs - Photos may exist for this station.
 MT0717
 MT0717.The Laplace correction was computed from DEFLEC18 derived deflections.
 MT0717
 MT0717. The following values were computed from the NAD 83(1994) position.
 MT0717
 MT0717;                    North         East     Units Scale Factor Converg.
 MT0717;SPC UT N     - 1,180,099.226   289,501.558   MT  1.00002655   -1 40 24.6
 MT0717;SPC UT N     - 3,871,708.88    949,806.36   sFT  1.00002655   -1 40 24.6
 MT0717;SPC UT N     - 3,871,708.88    949,806.36   sFT  1.00002655   -1 40 24.6
 MT0717;SPC NV E     - 8,797,784.963   328,157.876   MT  1.00010204   +1 01 57.5
 MT0717;SPC NV E     -28,864,066.17  1,076,631.30   sFT  1.00010204   +1 01 57.5
 MT0717;SPC UT N     - 1,180,099.226   289,501.558   MT  1.00002655   -1 40 24.6
 MT0717;UTM  11      - 4,645,954.185   745,587.938   MT  1.00034223   +1 58 48.3
 MT0717;UTM  12      - 4,646,175.479   248,092.715   MT  1.00038092   -2 01 51.9
 MT0717
 MT0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0717!SPC UT N     -   0.99973719  x   1.00002655  =   0.99976373
 MT0717!SPC NV E     -   0.99973719  x   1.00010204  =   0.99983920
 MT0717!SPC UT N     -   0.99973719  x   1.00002655  =   0.99976373
 MT0717!UTM  11      -   0.99973719  x   1.00034223  =   1.00007933
 MT0717!UTM  12      -   0.99973719  x   1.00038092  =   1.00011801
 MT0717
 MT0717:                Primary Azimuth Mark                     Grid Az
 MT0717:SPC UT N     -  HARDISTER AZ MK                          305 51 46.6
 MT0717:SPC NV E     -  HARDISTER AZ MK                          303 09 24.5
 MT0717:SPC UT N     -  HARDISTER AZ MK                          305 51 46.6
 MT0717:UTM  11      -  HARDISTER AZ MK                          302 12 33.7
 MT0717:UTM  12      -  HARDISTER AZ MK                          306 13 13.9
 MT0717
 MT0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG4558745954(NAD 83)
 MT0717
 MT0717|---------------------------------------------------------------------|
 MT0717| PID    Reference Object                     Distance      Geod. Az  |
 MT0717|                                                           dddmmss.s |
 MT0717| DD5977 HARDISTER RM 1                       16.020 METERS 01356     |
 MT0717| DD5978 HARDISTER RM 2                       12.664 METERS 09430     |
 MT0717| DD5976 HARDISTER AZ MK                                    3041122.0 |
 MT0717|---------------------------------------------------------------------|
 MT0717
 MT0717                          SUPERSEDED SURVEY CONTROL
 MT0717
 MT0717  NAD 83(1994)-  41 55 38.48002(N)    114 02 17.17143(W) AD(       ) 1
 MT0717  NAD 83(1986)-  41 55 38.47741(N)    114 02 17.16790(W) AD(       ) 1
 MT0717  NAD 27      -  41 55 38.77500(N)    114 02 14.11600(W) AD(       ) 1
 MT0717  NGVD 29 (07/19/86) 1690.2    (m)         5545.     (f) VERT ANG       
 MT0717
 MT0717.Superseded values are not recommended for survey control.
 MT0717
 MT0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0717.See file dsdata.pdf to determine how the superseded data were derived.
 MT0717
 MT0717_MARKER: DS = TRIANGULATION STATION DISK
 MT0717_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MT0717_STAMPING: HARDISTER 1947
 MT0717_MARK LOGO: CGS
 MT0717_MAGNETIC: P = MARKER IS A STEEL PIPE
 MT0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MT0717+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2003
 MT0717
 MT0717  HISTORY     - Date     Condition        Report By
 MT0717  HISTORY     - 1947     MONUMENTED       CGS
 MT0717  HISTORY     - 1968     GOOD             USGS
 MT0717  HISTORY     - 20030704 GOOD             INDIV
 MT0717
 MT0717                          STATION DESCRIPTION
 MT0717
 MT0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 MT0717'STATION IS ABOUT 34 MILES EAST OF SAN JACINTO, NEV.  11 MILES
 MT0717'OF THE GRANDE RANCH.  2 MILES SOUTHEAST OF THE OLD GOOSE
 MT0717'CREEK RANCH AND ABOUT 100 YARDS EAST OF THE NEVADA-UTAH
 MT0717'BOUNDARY LINE ON A FLAT TOPPED LOW PROMINENT BUTTE WHICH IS
 MT0717'RATHER STEEP ON THE WEST AND NORTH SIDES BUT NOT SO STEEP
 MT0717'ON THE EAST AND THE SOUTHEAST SIDES.  STATION IS ON HIGHEST
 MT0717'POINT AND ABOUT 15 FEET SE OF SHOULDER OF THE BUTTE.  IS
 MT0717'STANDARD DISK WELDED ON THE TOP OF A 2 INCH IRON PIPE, NOTE
 MT0717'6A.  AN UNDERGROUND MARK WAS PLACED BELOW THE UPPER MARK IN A
 MT0717'MASS OF CONCRETE, NOTE 7A.  MARKS WERE STAMPED.  HARDISTER
 MT0717'1947.
 MT0717'
 MT0717'R.M. NO 1 IS STANDARD DISK WELDED ON THE TOP OF A 2 INCH IRON
 MT0717'PIPE, NOTE 13A.  IS STAMPED HARDISTER NO 1 1947.  PROJECTS
 MT0717'ABOUT 8 INCHES ABOVE THE GROUND, IS ABOUT ONE FOOT LOWER THAN
 MT0717'STATION.
 MT0717'
 MT0717'R.M. NO 2 IS STANDARD DISK WELDED ON TOP OF A 2 INCH IRON
 MT0717'PIPE, NOTE 13A.  IS STAMPED HARDISTER NO 2 1947.  PROJECTS
 MT0717'ABOUT 8 INCHES ABOVE THE GROUND, IS ABOUT ONE AND ONE HALF
 MT0717'FEET BELOW THE STATION.
 MT0717'
 MT0717'AZIMUTH MARK IS ABOUT 0.7 MILE NORTH OF THE END OF TRUCK
 MT0717'TRAVEL ON THE WEST SLOPE OF A BUTTE, 37 PACES EAST AND ABOUT
 MT0717'20 FEET HIGHER THAN A TRACK ROAD.  STAMPED HARDISTER 1947.
 MT0717'NOTE 13A.
 MT0717'
 MT0717'REACHED FROM SAN JACINTO, NEV. BY GOING EAST ON THE MAIN
 MT0717'ROAD FROM THE GENERAL STORE FOR 1.3 MILES TO A FORK.  TURN
 MT0717'LEFT NE 12.8 MILES TO FORK.  KEEP LEFT 3.2 MILES TO FORK.  KEEP
 MT0717'RIGHT 2.6 MILES TO A FORK.  KEEP LEFT 2.0 MILES TO THE ROAD
 MT0717'JUNCTION OF THE ROGERSON-MONTELLO ROAD 1/4 MILES SOUTH OF THE
 MT0717'HOT SPRINGS SHEARING PLANT AND CORRALS.  KEEP RIGHT FOR 10.7
 MT0717'MILES TO FORK.  MONTELLO ROAD IS RIGHT, KEEP LEFT FOR 7.4
 MT0717'MILES TO FORK 1/4 MILE SOUTH OF THE GRANDE RANCH.  KEEP RIGHT
 MT0717'FOR 6.0 MILES TO FORK.  KEEP LEFT FOR 4.2 MILES TO GOOSE
 MT0717'CREEK AND RANCH.  FORD CREEK AND KEEP RIGHT THROUGH LOTS
 MT0717'ABOUT 0.1 MILE TO FORK.  KEEP RIGHT FOR 1.8 MILES TO AZIMUTH
 MT0717'MARK ON LEFT.  CONTINUE STRAIGHT AHEAD ON TRACK ROAD FOR
 MT0717'0.7 MILE TO A POLE GATE AND ETT.  PACK NE UP STEEP SLOPE
 MT0717'FOR ABOUT 1/4 MILE TO THE HIGHEST POINT AND STATION, 15
 MT0717'MINUTES.
 MT0717'
 MT0717'NOTE--OBSERVING PARTY TURNED TO THE LEFT ABOUT 0.3 MILE SOUTH
 MT0717'OF THE AZIMUTH MARK AND PICKED WAY UP THROUGH THE SAGE-BRUSH
 MT0717'AND ROCKS.  PASSING TO THE NORTH OF THE BUTTE AND THEN BEARING
 MT0717'RIGHT UP RIDGE WHICH EXTENDS TO THE NE FROM THE STATION.
 MT0717'THIS LAST MILEAGE WAS ABOUT 0.8 MILE AND REQUIRES A 4 X 4 TRUCK.
 MT0717
 MT0717                          STATION RECOVERY (1968)
 MT0717
 MT0717'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (FLA)
 MT0717'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST
 MT0717'41 114 1, STATION 1002.
 MT0717'
 MT0717'TO REACH FROM THE POST OFFICE IN OAKLEY, GO W. ON THE MAIN
 MT0717'STREET FOR 0.5 MI. TO A GRAVEL RD. LEFT.  TURN LEFT AND GO ON
 MT0717'THE MAIN-TRAVELED RD. FOR 2.1 MI. TO A FORK.  KEEP LEFT 0.3
 MT0717'MI. TO A FORK.  KEEP LEFT FOR 9.4 MI. ON THE MAIN-TRAVELED
 MT0717'RD. TO A FORK.  KEEP LEFT FOR 9.3 MI. TO THE STATE LINE
 MT0717'(UTAH-IDAHO).  CONTINUE 2.3 MI. TO A RD. FORK.  KEEP RIGHT AND
 MT0717'FOLLOW THE MAIN-TRAVELED RD. W. AND THEN S. FOR 3.4 MI. TO A
 MT0717'Y-RD.  KEEP LEFT FOR 0.1 MI. TO A RD. JUNCTION TO THE LEFT
 MT0717'(LOCATION OF C AND GS BM T327 1951).  TURN LEFT ON RD. OFF OF
 MT0717'MAIN-TRAVELED RD. AND GO FOR 0.8 MI. TO A POINT IN A CLEARED
 MT0717'AREA.  TURN LEFT AND FOLLOW AROUND THE W. EDGE OF THE
 MT0717'CLEARED AREA FOR 0.3 MI. TO A GATE IN THE FENCELINE.  PASS
 MT0717'THROUGH THE GATE AND DRIVE CROSS-COUNTRY (4-WHEEL DRIVE)
 MT0717'IN A NORTHWESTERLY DIRECTION FOR 0.5 MI. TO THE HIGHEST POINT ON A
 MT0717'RIDGE AND THE STATION.
 MT0717'
 MT0717'ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 MT0717
 MT0717                          STATION RECOVERY (2003)
 MT0717
 MT0717'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HDM)
 MT0717'STATION MARK, BOTH REFERENCE MARKS, AND AZIMUTH MARKS IN GOOD
 MT0717'CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0757 ***********************************************************************
 MS0757  DESIGNATION -  HARDUP
 MS0757  PID         -  MS0757
 MS0757  STATE/COUNTY-  UT/BOX ELDER
 MS0757  COUNTRY     -  US
 MS0757  USGS QUAD   -  KELTON PASS SE (2017)
 MS0757
 MS0757                         *CURRENT SURVEY CONTROL
 MS0757  ______________________________________________________________________
 MS0757* NAD 83(1994) POSITION- 41 50 04.25299(N) 113 01 55.40451(W)   ADJUSTED
 MS0757* NAVD 88 ORTHO HEIGHT -  1548.7   (meters)     5081.    (feet) VERTCON3
 MS0757  ______________________________________________________________________
 MS0757  GEOID HEIGHT    -        -15.290 (meters)                     GEOID18
 MS0757  LAPLACE CORR    -          1.30  (seconds)                    DEFLEC18
 MS0757  HORZ ORDER      -  SECOND
 MS0757
 MS0757.The horizontal coordinates were established by classical geodetic methods
 MS0757.and adjusted by the National Geodetic Survey in November 1997.
 MS0757
 MS0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0757
 MS0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0757.GEOID18 height accuracy estimate available here.
 MS0757
 MS0757.Click photographs - Photos may exist for this station.
 MS0757
 MS0757.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0757
 MS0757. The following values were computed from the NAD 83(1994) position.
 MS0757
 MS0757;                    North         East     Units Scale Factor Converg.
 MS0757;SPC UT N     - 1,167,834.587   372,745.068   MT  1.00000871   -1 00 36.6
 MS0757;SPC UT N     - 3,831,470.64  1,222,914.44   sFT  1.00000871   -1 00 36.6
 MS0757;UTM  12      - 4,633,398.959   331,270.594   MT  0.99995034   -1 21 20.4
 MS0757
 MS0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0757!SPC UT N     -   0.99975955  x   1.00000871  =   0.99976825
 MS0757!UTM  12      -   0.99975955  x   0.99995034  =   0.99970990
 MS0757
 MS0757:                Primary Azimuth Mark                     Grid Az
 MS0757:SPC UT N     -  MICROWAVE TWR 1 MI E OF ELDER            030 24 06.0
 MS0757:UTM  12      -  MICROWAVE TWR 1 MI E OF ELDER            030 44 49.8
 MS0757
 MS0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM3127033398(NAD 83)
 MS0757
 MS0757|---------------------------------------------------------------------|
 MS0757| PID    Reference Object                     Distance      Geod. Az  |
 MS0757|                                                           dddmmss.s |
 MS0757| MS0755 MICROWAVE TWR 1 MI E OF ELDER       APPROX.16.9 KM 0292329.4 |
 MS0757| CM4820 HARDUP RM 2                           8.317 METERS 02946     |
 MS0757| CM4821 HARDUP RM 3                           5.280 METERS 03143     |
 MS0757| CM4819 HARDUP RM 1                           8.848 METERS 13844     |
 MS0757|---------------------------------------------------------------------|
 MS0757
 MS0757                          SUPERSEDED SURVEY CONTROL
 MS0757
 MS0757  NAD 83(1986)-  41 50 04.24453(N)    113 01 55.38434(W) AD(       ) 2
 MS0757  NAD 27      -  41 50 04.53020(N)    113 01 52.42813(W) AD(       ) 2
 MS0757  NGVD 29 (07/19/86) 1547.7    (m)         5078.     (f) VERT ANG       
 MS0757
 MS0757.Superseded values are not recommended for survey control.
 MS0757
 MS0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0757.See file dsdata.pdf to determine how the superseded data were derived.
 MS0757
 MS0757_MARKER: DB = BENCH MARK DISK
 MS0757_SETTING: 66 = SET IN ROCK OUTCROP
 MS0757_STAMPING: HARDUP 1957
 MS0757_MARK LOGO: USGS
 MS0757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0757+STABILITY: POSITION/ELEVATION WELL
 MS0757
 MS0757  HISTORY     - Date     Condition        Report By
 MS0757  HISTORY     - 1957     MONUMENTED       USGS
 MS0757  HISTORY     - 1968     GOOD             USGS
 MS0757
 MS0757                          STATION DESCRIPTION
 MS0757
 MS0757'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 MS0757'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 41113-1,
 MS0757'STATION 1003.
 MS0757'LOCATED ABOUT 7 MI. SW. OF THE OLD COMMUNITY OF HARDUP, 6 MI. NE. OF
 MS0757'KELTON, IN THE SE. CORNER OF SECTION 19, T 13 N, R 10 W, ON THE
 MS0757'SOUTHWESTERNMOST TOP OF A LOW, ROLLING GROUP OF TOPS.
 MS0757'REACHED BY HELICOPTER.
 MS0757'TO REACH FROM THE NW. SPRING OF LOCOMOTIVE SPRING, DRIVE NE. FOR 1.4
 MS0757'MI. TO CROSSROADS, TAKE LEFT FORK (W.) FOR 3.2 MI. TO RD. FORK,
 MS0757'CONTINUE W. FOR 1.9 MI. TO RD. FORK, TAKE RIGHT FORK (NW.) FOR 1.6 MI.
 MS0757'TO RD. FORK, TAKE RIGHT FORK (NE.) FOR 0.7 MI. TO RD. FORK, TAKE LEFT
 MS0757'FORK (N.) FOR 1.6 MI. TO CROSSROADS, TAKE LEFT FORK (W.) FOR 0.7 MI.
 MS0757'TO CROSSROADS, TAKE RIGHT FORK (NE.) FOR 0.1 MI. TO RD. FORK, TAKE
 MS0757'LEFT FORK (N.) FOR 2.2 MI. TO RD. FORK, TAKE LEFT FORK (W.) FOR 0.5
 MS0757'MI. TO RD. FORK, TAKE LEFT FORK (S.) FOR 0.5 MI. AND END OF TRUCK
 MS0757'TRAVEL.  PACK S. ALONG RIDGE TO HIGHEST POINT AND STATION.  A 5-MINUTE
 MS0757'PACK.
 MS0757'STATION MARK--STANDARD TABLET STAMPED---HARDUP 1957---, SET IN
 MS0757'BEDROCK.
 MS0757'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---HARDUP
 MS0757'NO 1 1957---, SET IN ROCK OUTCROP ABOUT 1.5 FT. HIGHER THAN THE
 MS0757'SURROUNDING GROUND.
 MS0757'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER SET IN ROCK OUTCROP.
 MS0757'REFERENCE MARK NO. 3--A STANDARD REFERENCE MARK TABLET STAMPED ---NO 3
 MS0757'1968---, SET IN BEDROCK, ABOUT 0.8 FT. HIGHER THAN STATION.
 MS0757
 MS0757                          STATION RECOVERY (1968)
 MS0757
 MS0757'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JAB)
 MS0757'LOCATED ABOUT 7 MI. SW. OF THE OLD COMMUNITY OF HARDUP.  6 MI.
 MS0757'NE OF KELTON.  IN THE SE. CORNER OF SECTION 19, T. 13 N.,
 MS0757'R. 10 W.  ON THE SOUTHWESTERNMOST TOP OF A LOW, ROLLING GROUP
 MS0757'OF TOPS.
 MS0757'
 MS0757'REACHED BY HELICOPTER.
 MS0757'
 MS0757'TO REACH FROM THE NW. SPRING OF LOCOMOTIVE SPRING, DRIVE NE.
 MS0757'FOR 1.4 MI. TO CROSSROADS.  TAKE LEFT FORK (W.) FOR 3.2 MI.
 MS0757'TO RD. FORK.  CONTINUE W. FOR 1.9 MI. TO RD. FORK.  TAKE RIGHT
 MS0757'FORK (NW.) FOR 1.6 MI. TO RD. FORK.  TAKE RIGHT FORK (NE.) FOR
 MS0757'0.7 MI. TO RD. FORK.  TAKE LEFT FORK (N.) FOR 1.6 MI. TO
 MS0757'CROSSROADS.  TAKE LEFT FORK (W.) FOR 0.7 MI. TO CROSSROADS.
 MS0757'TAKE RIGHT FORK (NE.) FOR 0.1 MI. TO RD. FORK.  TAKE LEFT
 MS0757'FORK (N.) FOR 2.2 MI. TO RD. FORK.  TAKE LEFT FORK (W.) FOR
 MS0757'0.5 MI. TO RD. FORK.  TAKE LEFT FORK (S.) FOR 0.5 MI. AND
 MS0757'END OF TRUCK TRAVEL.  PACK S. ALONG RIDGE TO HIGHEST POINT
 MS0757'AND STATION.  A 5-MINUTE PACK.
 MS0757'
 MS0757'STATION MARK--STANDARD TABLET STAMPED HARDUP 1957 SET IN BEDROCK.
 MS0757'
 MS0757'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 MS0757'HARDUP NO 1 1957 SET IN ROCK OUTCROP ABOUT 1.5 FT. HIGHER THAN
 MS0757'THE SURROUNDING GROUND.
 MS0757'
 MS0757'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER SET IN ROCK
 MS0757'OUTCROP.
 MS0757'
 MS0757'REFERENCE MARK NO. 3--A STANDARD REFERENCE MARK TABLET STAMPED
 MS0757'NO 3 1968 SET IN BEDROCK, ABOUT 0.8 FT. HIGHER THAN STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0689 ***********************************************************************
 HN0689  DESIGNATION -  HARRIS
 HN0689  PID         -  HN0689
 HN0689  STATE/COUNTY-  UT/GARFIELD
 HN0689  COUNTRY     -  US
 HN0689  USGS QUAD   -  SUNSET FLAT (2017)
 HN0689
 HN0689                         *CURRENT SURVEY CONTROL
 HN0689  ______________________________________________________________________
 HN0689* NAD 83(1994) POSITION- 37 35 48.76599(N) 111 16 00.57549(W)   ADJUSTED
 HN0689* NAVD 88 ORTHO HEIGHT -  1774.2   (meters)     5821.    (feet) VERTCON3
 HN0689  ______________________________________________________________________
 HN0689  GEOID HEIGHT    -        -21.461 (meters)                     GEOID18
 HN0689  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 HN0689  HORZ ORDER      -  SECOND
 HN0689
 HN0689.The horizontal coordinates were established by classical geodetic methods
 HN0689.and adjusted by the National Geodetic Survey in November 1997.
 HN0689
 HN0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0689
 HN0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0689.GEOID18 height accuracy estimate available here.
 HN0689
 HN0689.Click photographs - Photos may exist for this station.
 HN0689
 HN0689.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0689
 HN0689. The following values were computed from the NAD 83(1994) position.
 HN0689
 HN0689;                    North         East     Units Scale Factor Converg.
 HN0689;SPC UT S     - 3,103,263.530   520,590.885   MT  0.99995661   +0 08 34.3
 HN0689;SPC UT S     -10,181,290.43  1,707,971.93   sFT  0.99995661   +0 08 34.3
 HN0689;UTM  12      - 4,161,122.953   476,445.666   MT  0.99960683   -0 09 46.1
 HN0689
 HN0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0689!SPC UT S     -   0.99972504  x   0.99995661  =   0.99968166
 HN0689!UTM  12      -   0.99972504  x   0.99960683  =   0.99933198
 HN0689
 HN0689:                Primary Azimuth Mark                     Grid Az
 HN0689:SPC UT S     -  HARRIS AZ MK                             009 29 51.5
 HN0689:UTM  12      -  HARRIS AZ MK                             009 48 11.9
 HN0689
 HN0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG7644561122(NAD 83)
 HN0689
 HN0689|---------------------------------------------------------------------|
 HN0689| PID    Reference Object                     Distance      Geod. Az  |
 HN0689|                                                           dddmmss.s |
 HN0689| CH2448 HARRIS AZ MK                                       0093825.8 |
 HN0689| CH2449 HARRIS RM 1                          12.068 METERS 07252     |
 HN0689| CH2450 HARRIS RM 2                          12.659 METERS 19505     |
 HN0689|---------------------------------------------------------------------|
 HN0689
 HN0689                          SUPERSEDED SURVEY CONTROL
 HN0689
 HN0689  NAD 83(1986)-  37 35 48.76131(N)    111 16 00.57504(W) AD(       ) 2
 HN0689  NAD 27      -  37 35 48.80201(N)    111 15 57.97854(W) AD(       ) 2
 HN0689  NGVD 29 (07/19/86) 1773.0    (m)         5817.     (f) VERT ANG       
 HN0689
 HN0689.Superseded values are not recommended for survey control.
 HN0689
 HN0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0689.See file dsdata.pdf to determine how the superseded data were derived.
 HN0689
 HN0689_MARKER: DS = TRIANGULATION STATION DISK
 HN0689_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0689_STAMPING: HARRIS 1963
 HN0689_MARK LOGO: CGS
 HN0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0689
 HN0689  HISTORY     - Date     Condition        Report By
 HN0689  HISTORY     - 1963     MONUMENTED       CGS
 HN0689
 HN0689                          STATION DESCRIPTION
 HN0689
 HN0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0689'THE STATION IS ON A SANDY KNOLL ON THE SOUTHWEST PART OF
 HN0689'A FLAT TOPPED MESA.  ABOUT 31 MILES NORTHWEST OF THE AIRSTRIP
 HN0689'AT HOLE-IN-THE-ROCK, 21 MILES SOUTHEAST OF ESCALANTE UTAH,
 HN0689'5-1/2 MILES NORTHEAST OF THE GRADED ROAD LEADING FROM
 HN0689'ESCALANTE TO HOLE-IN-THE-ROCK AND 3 MILES SOUTHEAST OF HARRIS
 HN0689'CREEK.
 HN0689'
 HN0689'TO REACH BY HELICOPTER FROM THE AIRSTRIP AT HOLE-IN-THE-ROCK,
 HN0689'FLY NORTHWEST ON A TRUE COURSE OF 321 DEGREES FOR ABOUT 31
 HN0689'MILES TO A LANDING ON TOP OF THE KNOLL AND ABOUT 20 YARDS
 HN0689'SOUTHWEST OF THE STATION.
 HN0689'
 HN0689'THE STATION MARK, STAMPED HARRIS 1963, IS A STANDARD DISK
 HN0689'WELDED TO THE TOP OF A 2 INCH GALVANIZED PIPE WHICH IS SET
 HN0689'IN CEMENT.  MARK PROJECTS 3-1/2 INCHES AND IS 6 FEET EAST OF
 HN0689'A METAL WITNESS POST WITH SIGN.
 HN0689'
 HN0689'REFERENCE MARK 1, STAMPED HARRIS NO 1 1963, IS A STANDARD
 HN0689'DISK WELDED TO THE TOP OF A 2 INCH GALVANIZED PIPE WHICH IS
 HN0689'SET IN CEMENT.  MARK PROJECTS 2-1/2 INCHES AND IS 45-1/2
 HN0689'FEET NORTHEAST OF THE METAL WITNESS POST WITH SIGN.
 HN0689'
 HN0689'REFERENCE MARK 2, STAMPED HARRIS NO 2 1963, IS A STANDARD
 HN0689'DISK WELDED TO THE TOP OF A 2 INCH GALVANIZED PIPE WHICH IS
 HN0689'SET IN CEMENT.  MARK PROJECTS 2-1/2 INCHES AND IS 40 FEET
 HN0689'SOUTH OF THE METAL WITNESS POST WITH SIGN.
 HN0689'
 HN0689'THE AZIMUTH MARK, STAMPED HARRIS 1963, IS A STANDARD DISK
 HN0689'CEMENTED IN A DRILL HOLE IN A MASSIVE SANDSTONE OUTCROP,
 HN0689'ABOUT 25 FEET NORTH OF THE SOUTH EDGE OF THE OUTCROP AND
 HN0689'2-1/2 FEET WEST OF A CAIRN 2 FEET HIGH.  THIS IS ABOUT A 15
 HN0689'MINUTE PACK NORTH-NORTH EAST FROM THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0572 ***********************************************************************
 HO0572  DESIGNATION -  HARRIS
 HO0572  PID         -  HO0572
 HO0572  STATE/COUNTY-  UT/KANE
 HO0572  COUNTRY     -  US
 HO0572  USGS QUAD   -  ELEPHANT BUTTE (2017)
 HO0572
 HO0572                         *CURRENT SURVEY CONTROL
 HO0572  ______________________________________________________________________
 HO0572* NAD 83(1994) POSITION- 37 06 57.84389(N) 112 48 18.07342(W)   ADJUSTED
 HO0572* NAVD 88 ORTHO HEIGHT -  2032.8   (meters)     6669.    (feet) VERTCON3
 HO0572  ______________________________________________________________________
 HO0572  GEOID HEIGHT    -        -22.153 (meters)                     GEOID18
 HO0572  LAPLACE CORR    -          7.05  (seconds)                    DEFLEC18
 HO0572  HORZ ORDER      -  THIRD
 HO0572
 HO0572.The horizontal coordinates were established by classical geodetic methods
 HO0572.and adjusted by the National Geodetic Survey in November 1997.
 HO0572
 HO0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0572
 HO0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0572.GEOID18 height accuracy estimate available here.
 HO0572
 HO0572.Click photographs - Photos may exist for this station.
 HO0572
 HO0572.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0572
 HO0572. The following values were computed from the NAD 83(1994) position.
 HO0572
 HO0572;                    North         East     Units Scale Factor Converg.
 HO0572;SPC UT S     - 3,050,685.555   384,016.345   MT  1.00001877   -0 47 58.5
 HO0572;SPC UT S     -10,008,790.86  1,259,893.63   sFT  1.00001877   -0 47 58.5
 HO0572;UTM  12      - 4,109,272.860   339,633.553   MT  0.99991681   -1 05 22.0
 HO0572
 HO0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0572!SPC UT S     -   0.99968457  x   1.00001877  =   0.99970333
 HO0572!UTM  12      -   0.99968457  x   0.99991681  =   0.99960140
 HO0572
 HO0572:                Primary Azimuth Mark                     Grid Az
 HO0572:SPC UT S     -  DEMILLE                                  275 30 25.9
 HO0572:UTM  12      -  DEMILLE                                  275 47 49.4
 HO0572
 HO0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG3963309272(NAD 83)
 HO0572
 HO0572|---------------------------------------------------------------------|
 HO0572| PID    Reference Object                     Distance      Geod. Az  |
 HO0572|                                                           dddmmss.s |
 HO0572| HO0574 DEMILLE                             APPROX.14.6 KM 2744227.4 |
 HO0572|---------------------------------------------------------------------|
 HO0572
 HO0572                          SUPERSEDED SURVEY CONTROL
 HO0572
 HO0572  NAD 83(1992)-  37 06 57.84273(N)    112 48 18.07508(W) AD(       ) 3
 HO0572  NAD 83(1986)-  37 06 57.84073(N)    112 48 18.07319(W) AD(       ) 3
 HO0572  NAD 27      -  37 06 57.90322(N)    112 48 15.31669(W) AD(       ) 3
 HO0572  NGVD 29 (07/19/86) 2031.8    (m)         6666.     (f) VERT ANG       
 HO0572
 HO0572.Superseded values are not recommended for survey control.
 HO0572
 HO0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0572.See file dsdata.pdf to determine how the superseded data were derived.
 HO0572
 HO0572_MARKER: DD = SURVEY DISK
 HO0572_SETTING: 66 = SET IN ROCK OUTCROP
 HO0572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0572+STABILITY: POSITION/ELEVATION WELL
 HO0572
 HO0572  HISTORY     - Date     Condition        Report By
 HO0572  HISTORY     - 1954     MONUMENTED       USGS
 HO0572
 HO0572                          STATION DESCRIPTION
 HO0572
 HO0572'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HO0572'LOCATED ABOUT 16 MI. NW. OF KANAB, 10 MI. SW. OF CARMEL JUNCTION, ON
 HO0572'THE HIGHEST POINT ON THE W. END OF A MESA.  THE TOP WITH STATION HAS
 HO0572'SOME BRUSH BUT IS SEEN AS A GRAYISH-WHITE KNOLL FROM ALL DIRECTIONS.
 HO0572'
 HO0572'TO REACH FROM KANAB POST OFFICE, DRIVE N. ON U.S. HIGHWAY 89 FOR 14.3
 HO0572'MI. TURN LEFT PER SIGN ---SAND DUNES FOR 11.7 MI. TO A Y-FORK, KEEP
 HO0572'RIGHT FORK 5.0 MI. TO A Y-FORK. (4-WHEEL DRIVE VEHICLE PROBABLY
 HO0572'REQUIRED FROM HERE.  KEEP RIGHT FORK 3.4 MI. TO A GATE, CONTINUE 0.7
 HO0572'MI. TO A Y-FORK, KEEP RIGHT FORK 2.0 MI. TO A Y-FORK ON N. SIDE OF
 HO0572'STOCK POND, KEEP LEFT FORK 0.35 MI. TO CLEARING N. OF RD. AND E. OF
 HO0572'SAND HILL CLIFF CLIMBING ROUTE VISIBLE HERE AT MAGNETIC BEARING 350
 HO0572'DEGREES.  TURN RIGHT N. AND DRIVE ACROSS COUNTRY THROUGH HEAVY BRUSH
 HO0572'0.75 MI. TO DRAIN AT BASE OF CLIFF AND END OF RD.  PACK ACROSS DRAIN
 HO0572'NE. AND ON UP TALUS SLOPE ON NW. SIDE OF SHORT CANYON, CLIMB SLOPE TO
 HO0572'HEAD RIGHT OF PROMINIENT CORNICE, THEN TO TOP OF LEDGE, THEN UP STEEP
 HO0572'SLOPE TO TOP AND STATION.  ROPE WOULD BE NECESSARY IN CASE OF ICE OR
 HO0572'SNOW.  ABOUT 30 MINUTE PACK.
 HO0572'
 HO0572'STATION MARK - STANDARD ALUMINUM TABLET STAMPED ---HARRIS--- CEMENTED
 HO0572'IN BEDROCK SET FLUSH WITH GROUND.
 HO0572'
 HO0572'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON
 HO0572'5 IN. PINON STUMP, 12.08 FT. FROM STATION MARK, S 01 DEG 39 MIN W.
 HO0572'
 HO0572'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON
 HO0572'CROTCH OF 6 IN. PINE STUMP, 18.42 FT. FROM STATION MARK,
 HO0572'N 25 DEG 12 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0637 ***********************************************************************
 HO0637  DESIGNATION -  HARRISON
 HO0637  PID         -  HO0637
 HO0637  STATE/COUNTY-  UT/IRON
 HO0637  COUNTRY     -  US
 HO0637  USGS QUAD   -  PINTO (2017)
 HO0637
 HO0637                         *CURRENT SURVEY CONTROL
 HO0637  ______________________________________________________________________
 HO0637* NAD 83(1994) POSITION- 37 37 29.30638(N) 113 30 31.82207(W)   ADJUSTED
 HO0637* NAVD 88 ORTHO HEIGHT -  1861.0   (meters)     6106.    (feet) VERTCON3
 HO0637  ______________________________________________________________________
 HO0637  GEOID HEIGHT    -        -22.761 (meters)                     GEOID18
 HO0637  LAPLACE CORR    -          5.09  (seconds)                    DEFLEC18
 HO0637  HORZ ORDER      -  THIRD
 HO0637
 HO0637.The horizontal coordinates were established by classical geodetic methods
 HO0637.and adjusted by the National Geodetic Survey in November 1997.
 HO0637
 HO0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0637
 HO0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0637.GEOID18 height accuracy estimate available here.
 HO0637
 HO0637.Click photographs - Photos may exist for this station.
 HO0637
 HO0637.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0637
 HO0637. The following values were computed from the NAD 83(1994) position.
 HO0637
 HO0637;                    North         East     Units Scale Factor Converg.
 HO0637;SPC UT S     - 3,108,241.968   322,685.146   MT  0.99995514   -1 13 50.8
 HO0637;SPC UT S     -10,197,623.86  1,058,676.18   sFT  0.99995514   -1 13 50.8
 HO0637;UTM  12      - 4,167,148.291   278,594.929   MT  1.00020384   -1 31 56.1
 HO0637
 HO0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0637!SPC UT S     -   0.99971162  x   0.99995514  =   0.99966677
 HO0637!UTM  12      -   0.99971162  x   1.00020384  =   0.99991540
 HO0637
 HO0637:                Primary Azimuth Mark                     Grid Az
 HO0637:SPC UT S     -  PINTO                                    192 34 13.8
 HO0637:UTM  12      -  PINTO                                    192 52 19.1
 HO0637
 HO0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG7859467148(NAD 83)
 HO0637
 HO0637|---------------------------------------------------------------------|
 HO0637| PID    Reference Object                     Distance      Geod. Az  |
 HO0637|                                                           dddmmss.s |
 HO0637| HO0638 PINTO                               APPROX. 6.1 KM 1912023.0 |
 HO0637|---------------------------------------------------------------------|
 HO0637
 HO0637                          SUPERSEDED SURVEY CONTROL
 HO0637
 HO0637  NAD 83(1986)-  37 37 29.30429(N)    113 30 31.81701(W) AD(       ) 3
 HO0637  NAD 27      -  37 37 29.40123(N)    113 30 28.96730(W) AD(       ) 3
 HO0637  NGVD 29 (07/19/86) 1859.9    (m)         6102.     (f) VERT ANG       
 HO0637
 HO0637.Superseded values are not recommended for survey control.
 HO0637
 HO0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0637.See file dsdata.pdf to determine how the superseded data were derived.
 HO0637
 HO0637_MARKER: DD = SURVEY DISK
 HO0637_SETTING: 66 = SET IN ROCK OUTCROP
 HO0637_STAMPING: HARRISON 1948
 HO0637_MARK LOGO: USGS
 HO0637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0637+STABILITY: POSITION/ELEVATION WELL
 HO0637
 HO0637  HISTORY     - Date     Condition        Report By
 HO0637  HISTORY     - 1948     MONUMENTED       USGS
 HO0637
 HO0637                          STATION DESCRIPTION
 HO0637
 HO0637'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 HO0637'LOCATED ABOUT 6.0 MI. N. OF PINTO, 3.5 MI. SE. OF NEWCASTLE, 0.3 MI.
 HO0637'E. OF NEWCASTLE-PINTO ROAD, ON PROMINENT BARE BUTTE THAT SLOPES
 HO0637'GRADUALLY TO N. AND WITH SHEER CLIFF ON S. SIDE.  STATION IS ON
 HO0637'HIGHEST PROMONTORY ON S. SIDE, 20 FT. N. OF CLIFF EDGE.
 HO0637'
 HO0637'TO REACH FROM NEWCASTLE SCHOOLHOUSE, DRIVE 3.9 MI. SE. ON PINTO ROAD
 HO0637'TO DIM RD. E. AND NE., THENCE 0.7 MI. AROUND S. SIDE OF BUTTE.  PACK
 HO0637'E. UP STEEP ROCKY SLOPE TO HIGHEST POINT AND STATION.  A 15 MINUTE
 HO0637'PACK.
 HO0637'
 HO0637'STATION MARK--STANDARD TABLET, STAMPED ---HARRISON 1948---, CEMENTED
 HO0637'IN BEDROCK.
 HO0637'
 HO0637'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0637'1---, CEMENTED IN BEDROCK.
 HO0637'
 HO0637'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0637'2---, CEMENTED IN BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0504 ***********************************************************************
 JM0504  DESIGNATION -  HART
 JM0504  PID         -  JM0504
 JM0504  STATE/COUNTY-  UT/SAN JUAN
 JM0504  COUNTRY     -  US
 JM0504  USGS QUAD   -  PHOTOGRAPH GAP (2017)
 JM0504
 JM0504                         *CURRENT SURVEY CONTROL
 JM0504  ______________________________________________________________________
 JM0504* NAD 83(1994) POSITION- 38 00 00.33612(N) 109 24 30.72451(W)   ADJUSTED
 JM0504* NAVD 88 ORTHO HEIGHT -  2259.    (meters)     7411.    (feet) SCALED
 JM0504  ______________________________________________________________________
 JM0504  GEOID HEIGHT    -        -18.691 (meters)                     GEOID18
 JM0504  LAPLACE CORR    -          3.99  (seconds)                    DEFLEC18
 JM0504  HORZ ORDER      -  SECOND
 JM0504
 JM0504.The horizontal coordinates were established by classical geodetic methods
 JM0504.and adjusted by the National Geodetic Survey in November 1997.
 JM0504
 JM0504.The orthometric height was scaled from a topographic map.
 JM0504
 JM0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0504.GEOID18 height accuracy estimate available here.
 JM0504
 JM0504.Click photographs - Photos may exist for this station.
 JM0504
 JM0504.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0504
 JM0504. The following values were computed from the NAD 83(1994) position.
 JM0504
 JM0504;                    North         East     Units Scale Factor Converg.
 JM0504;SPC UT S     - 3,150,043.589   683,675.363   MT  0.99995838   +1 16 53.1
 JM0504;SPC UT S     -10,334,768.01  2,243,024.92   sFT  0.99995838   +1 16 53.1
 JM0504;UTM  12      - 4,207,020.308   639,730.626   MT  0.99984047   +0 58 47.9
 JM0504
 JM0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0504!SPC UT S     -   0.99964857  x   0.99995838  =   0.99960696
 JM0504!UTM  12      -   0.99964857  x   0.99984047  =   0.99948909
 JM0504
 JM0504:                Primary Azimuth Mark                     Grid Az
 JM0504:SPC UT S     -  ABAJO PEAK                               193 37 31.8
 JM0504:UTM  12      -  ABAJO PEAK                               193 55 37.0
 JM0504
 JM0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH3973007020(NAD 83)
 JM0504
 JM0504|---------------------------------------------------------------------|
 JM0504| PID    Reference Object                     Distance      Geod. Az  |
 JM0504|                                                           dddmmss.s |
 JM0504| CM7398 HART RM 1                            10.125 METERS 00257     |
 JM0504| HM0536 ABAJO PEAK                          APPROX.18.4 KM 1945424.9 |
 JM0504| CM7399 HART RM 2                             9.644 METERS 25600     |
 JM0504|---------------------------------------------------------------------|
 JM0504
 JM0504                          SUPERSEDED SURVEY CONTROL
 JM0504
 JM0504  NAD 83(1986)-  38 00 00.32859(N)    109 24 30.72712(W) AD(       ) 2
 JM0504  NAD 27      -  38 00 00.35621(N)    109 24 28.29262(W) AD(       ) 2
 JM0504
 JM0504.Superseded values are not recommended for survey control.
 JM0504
 JM0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0504.See file dsdata.pdf to determine how the superseded data were derived.
 JM0504
 JM0504_MARKER: DS = TRIANGULATION STATION DISK
 JM0504_SETTING: 80 = SET IN A BOULDER
 JM0504_STAMPING: HART 1936
 JM0504_MARK LOGO: CGS
 JM0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0504+STABILITY: SURFACE MOTION
 JM0504
 JM0504  HISTORY     - Date     Condition        Report By
 JM0504  HISTORY     - 1936     MONUMENTED       CGS
 JM0504
 JM0504                          STATION DESCRIPTION
 JM0504
 JM0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 JM0504'ABOUT 9-1/2 MILES NORTH-NORTHWEST OF MONTICELLO, 1-1/2 MILES
 JM0504'EAST OF HARTSDRAW, 3 MILES WEST OF U.S. HIGHWAY 450, ON LONG
 JM0504'NORTH-AND-SOUTH RIDGE COVERED WITH CEDAR AND PINE TREES,
 JM0504'SLOPING GRADUALLY TO EAST AND DROPPING OFF ABRUPTLY TO WEST
 JM0504'AT RIM, ON HIGHEST PART OF RIDGE TO SOUTH AND 30 FEET EAST
 JM0504'OF RIM, IN SMALL OPENING IN TREES.  ABOUT 1 MILE TO NORTH IS
 JM0504'ANOTHER AND SLIGHTLY HIGHER RIDGE.  LINES HAVE BEEN CLEARED
 JM0504'TO EAST AND SOUTH AT STATION SITE.  TO REACH FROM POST OFFICE
 JM0504'IN MONTICELLO, GO NORTH 6.35 MILES ON U.S. HIGHWAY 450 TO
 JM0504'SIDE ROAD LEFT AT BOTTOM OF HILL.  TURN LEFT AND GO 0.45
 JM0504'MILE TO OPENING IN WIRE FENCE AND HOUSE ON RIGHT.  CONTINUE
 JM0504'(ON MTR) 0.1 MILE.  TAKE LEFT FORK AND GO 0.15 MILE TO
 JM0504'OPENING IN WIRE FENCE.  CONTINUE THROUGH OPENING FOR 0.35
 JM0504'MILE.  TAKE RIGHT FORK AND GO 0.05 MILE TO OPENING IN WIRE
 JM0504'FENCE AND SIGN NATIONAL FOREST BOUNDARY.  CONTINUE 0.5
 JM0504'MILE TO CROSSROADS, TURN RIGHT AND GO 0.15 MILE.  TAKE RIGHT
 JM0504'FORK AND GO 0.35 MILE TO OPENING IN WIRE FENCE AND
 JM0504'ANOTHER SIGN NATIONAL FOREST BOUNDARY.  CONTINUE FOR
 JM0504'0.3 MILE TO WASH IN BOTTOM OF BRIDGE CANYON, CROSS WASH
 JM0504'AND FOLLOW LEFT FORK 0.65 MILE.  TAKE RIGHT FORK AND GO 0.8
 JM0504'MILE.  TAKE RIGHT FORK AND GO 0.5 MILE TO END OF TRUCK
 JM0504'TRAVEL AT SOUTH EDGE OF CANYON. FROM HERE CONTINUE
 JM0504'ACROSS CANYON NORTH-NORTHWESTERLY TO HIGHEST POINT OF
 JM0504'RIDGE AND STATION SITE.  PACK REQUIRES 45 MINUTES.  MARKED
 JM0504'BY STANDARD STATION DISK IN BOULDER FLUSH WITH GROUND, NOTE
 JM0504'4.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 JM0504'OUTCROPPING BEDROCK FLUSH WITH GROUND.  NO. 1
 JM0504'IS 5 FEET EAST OF WEST RIM AND 10.126 METERS (33.22 FEET)
 JM0504'NORTH OF STATION N 02 DEG 57 MIN E.  NO. 2 IS AT
 JM0504'EDGE OF RIM AND 9.643 METERS (31.64 FEET) WEST-SOUTHWEST
 JM0504'OF STATION S 76 DEG W.  DISTANCE BETWEEN REFERENCE
 JM0504'MARKS IS 52.27 FEET.  BEARING FROM STATION OF CLEARED LINE
 JM0504'TO EAST IS N 86 DEG E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0525 ***********************************************************************
 JM0525  DESIGNATION -  HART
 JM0525  PID         -  JM0525
 JM0525  STATE/COUNTY-  UT/SAN JUAN
 JM0525  COUNTRY     -  US
 JM0525  USGS QUAD   -  HARTS POINT NORTH (2017)
 JM0525
 JM0525                         *CURRENT SURVEY CONTROL
 JM0525  ______________________________________________________________________
 JM0525* NAD 83(1994) POSITION- 38 11 07.26261(N) 109 35 26.47588(W)   ADJUSTED
 JM0525* NAVD 88 ORTHO HEIGHT -  1992.3   (meters)     6536.    (feet) VERTCON3
 JM0525  ______________________________________________________________________
 JM0525  GEOID HEIGHT    -        -19.338 (meters)                     GEOID18
 JM0525  LAPLACE CORR    -          7.23  (seconds)                    DEFLEC18
 JM0525  HORZ ORDER      -  THIRD
 JM0525
 JM0525.The horizontal coordinates were established by classical geodetic methods
 JM0525.and adjusted by the National Geodetic Survey in November 1997.
 JM0525
 JM0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0525
 JM0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0525.GEOID18 height accuracy estimate available here.
 JM0525
 JM0525.Click photographs - Photos may exist for this station.
 JM0525
 JM0525.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0525
 JM0525. The following values were computed from the NAD 83(1994) position.
 JM0525
 JM0525;                    North         East     Units Scale Factor Converg.
 JM0525;SPC UT S     - 3,170,259.655   667,260.954   MT  0.99997576   +1 10 11.3
 JM0525;SPC UT S     -10,401,093.55  2,189,171.98   sFT  0.99997576   +1 10 11.3
 JM0525;UTM  12      - 4,227,318.906   623,424.738   MT  0.99978761   +0 52 16.9
 JM0525
 JM0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0525!SPC UT S     -   0.99969052  x   0.99997576  =   0.99966628
 JM0525!UTM  12      -   0.99969052  x   0.99978761  =   0.99947819
 JM0525
 JM0525:                Primary Azimuth Mark                     Grid Az
 JM0525:SPC UT S     -  CAT                                      059 54 59.4
 JM0525:UTM  12      -  CAT                                      060 12 53.8
 JM0525
 JM0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH2342427318(NAD 83)
 JM0525
 JM0525|---------------------------------------------------------------------|
 JM0525| PID    Reference Object                     Distance      Geod. Az  |
 JM0525|                                                           dddmmss.s |
 JM0525| JM0524 CAT                                 APPROX. 7.8 KM 0610510.7 |
 JM0525|---------------------------------------------------------------------|
 JM0525
 JM0525                          SUPERSEDED SURVEY CONTROL
 JM0525
 JM0525  NAD 83(1986)-  38 11 07.25265(N)    109 35 26.47858(W) AD(       ) 3
 JM0525  NAD 27      -  38 11 07.29558(N)    109 35 24.06158(W) AD(       ) 3
 JM0525  NGVD 29 (07/19/86) 1991.3    (m)         6533.     (f) VERT ANG       
 JM0525
 JM0525.Superseded values are not recommended for survey control.
 JM0525
 JM0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0525.See file dsdata.pdf to determine how the superseded data were derived.
 JM0525
 JM0525_MARKER: DD = SURVEY DISK
 JM0525_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0525_STAMPING: HART 1953
 JM0525_MARK LOGO: USGS
 JM0525_MAGNETIC: P = MARKER IS A STEEL PIPE
 JM0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0525
 JM0525  HISTORY     - Date     Condition        Report By
 JM0525  HISTORY     - 1953     MONUMENTED       USGS
 JM0525  HISTORY     - 1954     GOOD             USGS
 JM0525
 JM0525                          STATION DESCRIPTION
 JM0525
 JM0525'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JM0525'LOCATED ABOUT 32 MI. S. OF MOAB, 7 MI. NNW. OF DUGOUT RANCH IN
 JM0525'INDIAN CREEK, 4 MI. SE. OF FORKS OF INDIAN CREEK AND HART DRAW, ON
 JM0525'S. END OF SPUR RIDGE ON LARGE TIMBERED MESA KNOWN AS HART POINT.
 JM0525'STATION OVERLOOKS INDIAN CREEK TO S.  CONSIDERABLE CLEARING IS
 JM0525'NECESSARY TO SEE N.
 JM0525'
 JM0525'STATION REACHED BY HELICOPTER.  (THERE IS A RD. WHICH APPARENTLY
 JM0525'TERMINATES ABOUT 2.5 MI. SE. OF STATION AND ON SAME MESA.  IT IS
 JM0525'PROBABLE THAT A 4-WHEEL DRIVE VEHICLE COULD APPROACH TO WITHIN 1 MI.
 JM0525'OF STATION.)
 JM0525'
 JM0525'STATION MARK--STANDARD TABLET STAMPED ---HART 1953--- WELDED TO
 JM0525'TOP OF 2 IN. IRON PIPE PROJECTING 16 IN. ABOVE GROUND.
 JM0525'
 JM0525'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON
 JM0525'SMALL SCRUB PINON TREE, 16.49 FT. FROM STATION MARK,
 JM0525'S 61 DEG 09 MIN W.
 JM0525'
 JM0525'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON
 JM0525'10 IN. PINE TREE, 36.88 FT. FROM STATION MARK, S 63 DEG 56 MIN E.
 JM0525
 JM0525                          STATION RECOVERY (1954)
 JM0525
 JM0525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (CLP)
 JM0525'FOUND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0478 ***********************************************************************
 KN0478  DESIGNATION -  HARTMAN
 KN0478  PID         -  KN0478
 KN0478  STATE/COUNTY-  UT/EMERY
 KN0478  COUNTRY     -  US
 KN0478  USGS QUAD   -  BLUE CASTLE BUTTE (2017)
 KN0478
 KN0478                         *CURRENT SURVEY CONTROL
 KN0478  ______________________________________________________________________
 KN0478* NAD 83(1994) POSITION- 39 01 49.13423(N) 110 09 56.84134(W)   ADJUSTED
 KN0478* NAVD 88 ORTHO HEIGHT -  1253.    (meters)     4111.    (feet) SCALED
 KN0478  ______________________________________________________________________
 KN0478  GEOID HEIGHT    -        -20.006 (meters)                     GEOID18
 KN0478  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 KN0478  HORZ ORDER      -  THIRD
 KN0478
 KN0478.The horizontal coordinates were established by classical geodetic methods
 KN0478.and adjusted by the National Geodetic Survey in November 1997.
 KN0478
 KN0478.The orthometric height was scaled from a topographic map.
 KN0478
 KN0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0478.GEOID18 height accuracy estimate available here.
 KN0478
 KN0478.Click photographs - Photos may exist for this station.
 KN0478
 KN0478.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0478
 KN0478. The following values were computed from the NAD 83(1994) position.
 KN0478
 KN0478;                    North         East     Units Scale Factor Converg.
 KN0478;SPC UT C     - 2,078,241.335   615,523.873   MT  0.99999666   +0 51 16.8
 KN0478;SPC UT C     - 6,818,363.45  2,019,431.24   sFT  0.99999666   +0 51 16.8
 KN0478;UTM  12      - 4,320,471.716   572,205.470   MT  0.99966420   +0 31 31.3
 KN0478
 KN0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0478!SPC UT C     -   0.99980659  x   0.99999666  =   0.99980325
 KN0478!UTM  12      -   0.99980659  x   0.99966420  =   0.99947085
 KN0478
 KN0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ7220520471(NAD 83)
 KN0478
 KN0478                          SUPERSEDED SURVEY CONTROL
 KN0478
 KN0478  NAD 83(1986)-  39 01 49.12265(N)    110 09 56.83529(W) AD(       ) 3
 KN0478  NAD 27      -  39 01 49.23000(N)    110 09 54.34000(W) AD(       ) 3
 KN0478  USCA        -  39 01 43.90000(N)    110 10 00.33000(W) AD(       ) 3
 KN0478  USSD        -  39 01 49.89900(N)    110 09 54.93900(W) AD(       ) 3
 KN0478
 KN0478.Superseded values are not recommended for survey control.
 KN0478
 KN0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0478.See file dsdata.pdf to determine how the superseded data were derived.
 KN0478
 KN0478_MARKER: H = DRILL HOLE
 KN0478_SETTING: 0 = UNSPECIFIED SETTING
 KN0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0478
 KN0478  HISTORY     - Date     Condition        Report By
 KN0478  HISTORY     - 1898     MONUMENTED       CGS
 KN0478  HISTORY     - 1954     MARK NOT FOUND   USGS
 KN0478
 KN0478                          STATION DESCRIPTION
 KN0478
 KN0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (CHS)
 KN0478'ABOUT 2 MILES NORTH OF THE TOWN OF GREEN RIVER AND 1/2 MILE
 KN0478'WEST OF THE GREEN RIVER, ON THE SOUTHEAST END OF A MESA WHICH
 KN0478'RISES ABOUT 40 FEET ABOVE THE GENERAL LEVEL, THE FIRST PROMINENT
 KN0478'BANK NORTH OF A DEEP WASH.  THE STATION IS MARKED BY A DRILL
 KN0478'HOLE IN A ROCK OVER WHICH IS A PILE OF ROCKS USED TO SECURE
 KN0478'THE BASE OF THE SIGNAL POLE.
 KN0478
 KN0478                          STATION RECOVERY (1954)
 KN0478
 KN0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KN0478'STATION PROBABLY DESTROYED.  THE HILL WHICH THIS DESCRIPTION
 KN0478'FITS HAS BEEN CUT AWAY FOR USE OF THE GRAVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0497 ***********************************************************************
 LP0497  DESIGNATION -  HASTINGS
 LP0497  PID         -  LP0497
 LP0497  STATE/COUNTY-  UT/TOOELE
 LP0497  COUNTRY     -  US
 LP0497  USGS QUAD   -  LOW (2017)
 LP0497
 LP0497                         *CURRENT SURVEY CONTROL
 LP0497  ______________________________________________________________________
 LP0497* NAD 83(1994) POSITION- 40 45 18.37485(N) 112 53 45.50181(W)   ADJUSTED
 LP0497* NAVD 88 ORTHO HEIGHT -  2046.8   (meters)     6715.    (feet) VERTCON3
 LP0497  ______________________________________________________________________
 LP0497  GEOID HEIGHT    -        -17.411 (meters)                     GEOID18
 LP0497  LAPLACE CORR    -         -3.91  (seconds)                    DEFLEC18
 LP0497  HORZ ORDER      -  FIRST
 LP0497
 LP0497.The horizontal coordinates were established by classical geodetic methods
 LP0497.and adjusted by the National Geodetic Survey in June 1998.
 LP0497
 LP0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0497
 LP0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0497.GEOID18 height accuracy estimate available here.
 LP0497
 LP0497.Click photographs - Photos may exist for this station.
 LP0497
 LP0497.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0497
 LP0497. The following values were computed from the NAD 83(1994) position.
 LP0497
 LP0497;                    North         East     Units Scale Factor Converg.
 LP0497;SPC UT C     - 2,269,795.350   382,117.436   MT  1.00002785   -0 53 39.2
 LP0497;SPC UT C     - 7,446,820.24  1,253,663.62   sFT  1.00002785   -0 53 39.2
 LP0497;UTM  12      - 4,513,300.943   339,952.691   MT  0.99991529   -1 14 16.8
 LP0497
 LP0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0497!SPC UT C     -   0.99968176  x   1.00002785  =   0.99970960
 LP0497!UTM  12      -   0.99968176  x   0.99991529  =   0.99959708
 LP0497
 LP0497:                Primary Azimuth Mark                     Grid Az
 LP0497:SPC UT C     -  RELAY                                    006 35 49.3
 LP0497:UTM  12      -  RELAY                                    006 56 26.9
 LP0497
 LP0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL3995213300(NAD 83)
 LP0497
 LP0497|---------------------------------------------------------------------|
 LP0497| PID    Reference Object                     Distance      Geod. Az  |
 LP0497|                                                           dddmmss.s |
 LP0497| LP0499 RELAY                               APPROX. 5.1 KM 0054210.1 |
 LP0497| CM4825 HASTINGS AZ MK                                     0070340.5 |
 LP0497| LP0498 CEDAR MTN ATT MICROWAVE             APPROX. 5.0 KM 0071159.1 |
 LP0497| CM4827 HASTINGS RM 3                         6.875 METERS 03631     |
 LP0497| CM5914 DELLE UPRR WATER TANK                              0785557.5 |
 LP0497| LP0482 SAN FRANCIS SALT LK AWY BN 59       APPROX.20.9 KM 0912748.3 |
 LP0497| CM4826 HASTINGS RM 1                        15.502 METERS 22342     |
 LP0497| LP0511 SAN FRANCIS SALT LK AWY BN 56       APPROX.23.7 KM 2623115.3 |
 LP0497| LP0500 HASTINGS RM 2                         6.395 METERS 26644     |
 LP0497| LP0496 SAN FRANCIS SALT LK AWY BN 57       APPROX. 8.0 KM 3540359.1 |
 LP0497|---------------------------------------------------------------------|
 LP0497
 LP0497                          SUPERSEDED SURVEY CONTROL
 LP0497
 LP0497  NAD 83(1986)-  40 45 18.36394(N)    112 53 45.49240(W) AD(       ) 1
 LP0497  NAD 27      -  40 45 18.59531(N)    112 53 42.58475(W) AD(       ) 1
 LP0497  NGVD 29 (07/19/86) 2045.7    (m)         6712.     (f) VERT ANG       
 LP0497
 LP0497.Superseded values are not recommended for survey control.
 LP0497
 LP0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0497.See file dsdata.pdf to determine how the superseded data were derived.
 LP0497
 LP0497_MARKER: DS = TRIANGULATION STATION DISK
 LP0497_SETTING: 66 = SET IN ROCK OUTCROP
 LP0497_STAMPING: HASTINGS 1940
 LP0497_MARK LOGO: CGS
 LP0497_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0497+STABILITY: POSITION/ELEVATION WELL
 LP0497
 LP0497  HISTORY     - Date     Condition        Report By
 LP0497  HISTORY     - 1940     MONUMENTED       CGS
 LP0497  HISTORY     - 1955     GOOD             USGS
 LP0497  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LP0497  HISTORY     - 1974     GOOD             NGS
 LP0497  HISTORY     - 1983     GOOD             DMA
 LP0497
 LP0497                          STATION DESCRIPTION
 LP0497
 LP0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LP0497'STATION IS LOCATED ABOUT 5-1/2 MILES WSW OF DELLE, ABOUT 25
 LP0497'MILES WNW OF GRANTSVILLE, ON A ROUNDED, BARE SUMMIT OF THE CEDAR
 LP0497'MOUNTAINS, WHICH IS THE HIGHEST BETWEEN LOW AND HASTINGS PASSES.
 LP0497'
 LP0497'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN BEDROCK
 LP0497'ON HIGHEST POINT OF HILL.  STAMPED HASTINGS 1940.
 LP0497'
 LP0497'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN BEDROCK,
 LP0497'ABOUT 51 FEET SW OF STATION AND ABOUT 3 FEET LOWER IN ELEVATION.
 LP0497'STAMPED HASTINGS NO. 1 1940.
 LP0497'
 LP0497'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN BEDROCK
 LP0497'ABOUT 22 FEET W OF STATION AND ABOUT 2 FEET LOWER IN ELEVATION,
 LP0497'STAMPED HASTINGS NO. 2 1940.
 LP0497'
 LP0497'AZIMUTH MARK IS A WATER TANK IN DELLE, LOCATED ABOUT 5 MILES
 LP0497'E OF N OF STATION.
 LP0497'
 LP0497'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 40 AND ROAD LEADING
 LP0497'TO DELLE RAILROAD STATION ON U.S. HIGHWAY 40 BY CONTINUING
 LP0497'NW ON U.S. HIGHWAY 40 FOR 3.4 MILES.  THENCE LEFT ON TRAIL ROAD
 LP0497'LEADING SW FOR 1.2 MILES TO A SMALL FLAT, TURN SHARPLY TO
 LP0497'THE LEFT, CROSS WASH AND FOLLOW MAIN TRAIL, SOUTHERLY, 0.45 MILE.
 LP0497'THENCE RIGHT FORK, UP ROCKY HILL, 0.6 MILE, ACROSS TELEPHONE
 LP0497'LINE, AND CONTINUE 0.2 MILE TO POINT WHERE ROAD CURVES RIGHT
 LP0497'AND DESCENDS TO CROSS SMALL RAVINE.  TURN SHARPLY TO RIGHT
 LP0497'JUST BEFORE REACHING RAVINE AND FOLLOW DIM, ROCKY ROAD W
 LP0497'UP N SIDE OF RAVINE FOR 0.25 MILE, THENCE LEFT FORK, DIM
 LP0497'TRACK, SW, FOR 0.25 MILE, THENCE BEAR RIGHT, OFF MAIN TRAIL
 LP0497'JUST AFTER CLIMBING OUT OF WASH AND FOLLOW DIM TRACK SW UP
 LP0497'LEFT SIDE OF WASH FOR 0.15 MILE, BEAR RIGHT, N, AROUND
 LP0497'CEDAR IN WASH, ON OLD TRACK WHICH CIRCLES POINT OF RIDGE TO
 LP0497'LEFT AND WINDS SW, UP CREST OF FLAT RIDGE 0.6 MILE TO END
 LP0497'OF TRUCK TRAVEL IN GRASS FLAT, OPPOSITE FORKS OF CANYON TO
 LP0497'LEFT.  PACK LEFT FORK OF CANYON, S, FOR ABOUT 1/4 MILE.
 LP0497'THENCE CLIMB LEFT SLOPE TO LAST DEEP SADDLE IN RIDGE,
 LP0497'CROSS SMALL RAVINE TO S OF THIS RIDGE AND FOLLOW UP STEEP
 LP0497'SLOPE SW TO STATION.  (1 1/2-HOUR PACK.)
 LP0497
 LP0497                          STATION RECOVERY (1955)
 LP0497
 LP0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LP0497'RECOVERED.
 LP0497'
 LP0497'STATION MARK--STANDARD BRONZE DISK SET IN BEDROCK ON HIGHEST POINT
 LP0497'OF HILL, STAMPED ---HASTINGS 1940---.
 LP0497
 LP0497                          STATION RECOVERY (1965)
 LP0497
 LP0497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0497'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LP0497'IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 1 CHECKED,
 LP0497'BUT A SLIGHTLY SHORTER DISTANCE WAS FOUND TO REFERENCE MARK
 LP0497'2.  THE DIRECTION TO REFERENCE MARKS CHECKED WITH ORIGINAL
 LP0497'DESCRIPTION.  A NEW TO REACH WAS USED AND A COMPLETE NEW
 LP0497'DESCRIPTION OF STATION FOLLOWS.
 LP0497'
 LP0497'STATION IS LOCATED ABOUT 30 MILES NORTH-NORTHWEST OF DUGWAY,
 LP0497'20 MILES NORTHWEST OF GRANTVILLE, 5 MILES SOUTHWEST OF DELLE,
 LP0497'4 MILES SOUTH OF U.S. HIGHWAY 40 AND ON THE NORTH END OF
 LP0497'CEDAR MOUNTAIN RANGE.
 LP0497'
 LP0497'STATION MARK, A STANDARD DISK STAMPED HASTINGS 1940, IS
 LP0497'CEMENTED IN A DRILL HOLE IN BEDROCK ON THE HIGHEST POINT
 LP0497'OF HILL.  THE MARK IS 13 FEET EAST OF A CAIRN.
 LP0497'
 LP0497'REFERENCE MARK 1, A STANDARD DISK STAMPED HASTINGS NO 1 1940,
 LP0497'IS SET IN A DRILL HOLE 51 FEET SOUTHWEST OF STATION IN BEDROCK.
 LP0497'THE MARK IS 41 FEET SOUTHWEST OF CAIRN AND ABOUT 3 FEET LOWER
 LP0497'IN ELEVATION THAN THE STATION.
 LP0497'
 LP0497'REFERENCE MARK 2, A STANDARD DISK STAMPED HASTINGS NO 2 1940,
 LP0497'IS SET IN A DRILL HOLE 21 FEET WEST OF STATION IN BEDROCK.
 LP0497'THE MARK IS 9 FEET WEST OF THE CAIRN AND IS ABOUT 1 FOOT
 LP0497'LOWER IN ELEVATION THAN THE STATION.
 LP0497'
 LP0497'LIGHT ON MICROWAVE TOWER TO NORTH WAS USED FOR A AZIMUTH.
 LP0497'
 LP0497'TO REACH FROM GRANTSVILLE, GO NORTHWEST AND WEST ON U.S.
 LP0497'HIGHWAY 40 FOR 20 MILES TO DELLE, CONTINUE NORTHWEST ON U.S.
 LP0497'HIGHWAY 40 FOR 4 MILES TO A DIM TRACK ROAD LEFT, TURN LEFT
 LP0497'AND GO SOUTHWEST ON ROAD FOR 1.15 MILES TO A FORK, KEEP THE
 LP0497'LEFT FORK CROSSING WASH AND CONTINUE SOUTHWEST ON ROAD 0.45
 LP0497'MILE TO FORK, KEEP RIGHT AND CONTINUE ON ROAD 0.5 MILE TO WHERE
 LP0497'A TELEPHONE LINE CROSSES THE ROAD, CONTINUE SOUTH-SOUTHWEST
 LP0497'ON ROAD 0.2 MILE TO TRACK ROAD RIGHT JUST BEFORE CROSSING
 LP0497'DEEP WASH, TURN RIGHT AND GO WEST KEEPING TO THE NORTH OF
 LP0497'WASH THENCE BEARING LEFT AND GOING SOUTHERLY FOR A TOTAL
 LP0497'DISTANCE OF 0.5 MILE TO A CEDAR TREE IN WASH ON LEFT.
 LP0497'(STATION IS ON HIGH BARE HILL TO THE SOUTHWEST BEHIND THE
 LP0497'ROCKY BENCH VISIBLE AT THIS POINT), TURN RIGHT AND GO
 LP0497'WESTERLY FOLLOWING DIM TRACK ROAD FOR 0.3 MILE TO ANOTHER
 LP0497'LARGE CEDAR TREE ON RIGHT, HERE TURN LEFT AND WORK WAY UP
 LP0497'SLOPE OF ROCKY BENCH FOR ABOUT 0.45 MILE TO TOP OF BENCH,
 LP0497'THENCE CONTINUE SOUTHWEST ON BENCH FOR 0.3 MILE TO
 LP0497'SOUTHWEST END OF THE BENCH AT JUNCTION OF TWO CREEKS AT BASE
 LP0497'OF THE START OF STEEP HILLS, HERE TURN LEFT CROSSING DEEP
 LP0497'WASH OF THE TWO CREEKS AND CONTINUE UP WASH IN A
 LP0497'SOUTHWESTERLY DIRECTION WORKING WAY BETWEEN TREES FOR 0.4
 LP0497'MILE TO END OF TRUCK TRAVEL.  FROM HERE PACK SOUTH TO
 LP0497'TOP OF SMALL RIDGE, THEN CONTINUE ON RIDGE IN A SOUTHWEST
 LP0497'DIRECTION FOR 1/2 MILE OR 45 MINUTES TO A SADDLE, FROM HERE
 LP0497'YOU WILL PACK SOUTH UP STEEP HILL FOR 0.2 MILE TO TOP OF RIDGE
 LP0497'OF MOUNTAIN, HERE PACK SOUTHEAST UP RIDGE FOR 1/2 HOUR TO
 LP0497'TOP OF MOUNTAIN AND STATION AS DESCRIBED.  (A 4-WHEEL DRIVE
 LP0497'IS NECESSARY AND THE TOTAL PACK IS ABOUT 1-1/2 HOURS).
 LP0497'
 LP0497'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
 LP0497'
 LP0497'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 LP0497'SOUTHWEST OF DELLE, UTAH.
 LP0497
 LP0497                          STATION RECOVERY (1974)
 LP0497
 LP0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LP0497'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED IN GOOD
 LP0497'CONDITION.  A GREATER DISTANCE OF 0.019 METER TO REFERENCE MARK 1
 LP0497'WAS NOTED.  THE DISTANCE TO REFERENCE MARK 2 COMPARED FAVORABLY
 LP0497'WITH THE 1965 DATA.  NO DATA WAS AVAILABLE ON REFERENCE MARK
 LP0497'3.  THE MICROWAVE TOWER USED AS THE AZIMUTH MARK IN 1965 HAS BEEN
 LP0497'REPLACED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 LP0497'
 LP0497'THE STATION IS LOCATED ABOUT 25 MILES NORTHWEST OF GRANTSVILLE, 5
 LP0497'MILES SOUTHWEST OF DELLE, 5 MILES SOUTH OF INTERSTATE 80, AND ON
 LP0497'THE NORTH END OF THE CEDAR MOUNTAIN RANGE.
 LP0497'
 LP0497'TO REACH FROM THE ARAGONITE EXIT ON INTERSTATE 80, ABOUT 62
 LP0497'MILES WEST OF SALT LAKE CITY, GO SOUTH THEN WEST ON THE FRONTAGE
 LP0497'ROAD ON THE SOUTH SIDE OF THE INTERSTATE FOR 1.3 MILES TO THE END
 LP0497'OF THE PAVEMENT.  TURN LEFT AND GO SOUTHWEST ON GRAVEL ROAD FOR
 LP0497'1.2 MILES TO A SIDE ROAD LEFT AND RAILROAD CROSSING, JUST BEFORE
 LP0497'REACHING THE ARAGONITE PLANT.  TURN LEFT, CROSSING RAILROAD
 LP0497'TRACKS, AND GO EASTERLY ON MAIN GRAVEL ROAD FOR 2.3 MILES TO A
 LP0497'FORK.  KEEP LEFT FORK AND CONTINUE EASTERLY ON GRAVEL ROAD FOR
 LP0497'1.4 MILES TO A SIDE ROAD LEFT AND SOME OLD CABINS ON THE LEFT.
 LP0497'TURN LEFT AND FOLLOW THE WINDING TRACK ROAD NORTHEASTERLY FOR
 LP0497'3.2 MILES TO A FORK.  KEEP LEFT FORK AND CONTINUE
 LP0497'NORTHEASTERLY ON THE TRACK ROAD FOR 1.0 MILE TO A SMALL GROVE OF
 LP0497'CEDAR TREES AND AN OLD CAMPSITE.  FROM THIS POINT GO
 LP0497'EASTERLY ACROSS COUNTRY FOR 0.15 MILE TO A TRACK ROAD THAT
 LP0497'LEADS UPHILL.  FOLLOW THE TRACK ROAD UPHILL FOR 0.65 MILE TO
 LP0497'THE TOP OF THE RIDGE AND STATION ON THE HIGHEST POINT.
 LP0497'
 LP0497'THE STATION MARK IS A STANDARD DISK STAMPED HASTINGS 1940, CEMENTED
 LP0497'IN A DRILL HOLE IN A 6X6 INCH OUTCROP THAT PROJECTS 3 INCHES ABOVE
 LP0497'THE GROUND SURFACE.  IT IS 12 FEET EAST OF A CAIRN.
 LP0497'
 LP0497'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HASTINGS NO 1 1940,
 LP0497'CEMENTED IN A DRILL HOLE IN A 18X8 INCH OUTCROP THAT PROJECTS 6
 LP0497'INCHES ABOVE THE GROUND SURFACE.  IT IS 41 FEET SOUTHWEST OF THE
 LP0497'CAIRN AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 LP0497'
 LP0497'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HASTINGS NO 2 1940,
 LP0497'CEMENTED IN A DRILL HOLE IN AN OUTCROP THAT IS FLUSH WITH THE
 LP0497'GROUND SURFACE.  IT IS 10 FEET WEST OF THE CAIRN AND ABOUT 1 FOOT
 LP0497'LOWER IN ELEVATION THAN THE STATION.
 LP0497'
 LP0497'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HASTINGS NO 3 1965,
 LP0497'CEMENTED IN A DRILL HOLE IN 6X12 INCH OUTCROP THAT PROJECTS 1 INCH
 LP0497'ABOVE THE GROUND SURFACE.  IT IS 32 FEET NORTHEAST OF THE CAIRN
 LP0497'AND ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION.
 LP0497'
 LP0497'THE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 LP0497'
 LP0497'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
 LP0497'
 LP0497'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LP0497'5 MILES SOUTHWEST OF DELLE.
 LP0497
 LP0497                          STATION RECOVERY (1983)
 LP0497
 LP0497'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983 (DS)
 LP0497'HASTINGS 1940 RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0500 ***********************************************************************
 LP0500  DESIGNATION -  HASTINGS RM 2
 LP0500  PID         -  LP0500
 LP0500  STATE/COUNTY-  UT/TOOELE
 LP0500  COUNTRY     -  US
 LP0500  USGS QUAD   -  LOW (2017)
 LP0500
 LP0500                         *CURRENT SURVEY CONTROL
 LP0500  ______________________________________________________________________
 LP0500* NAD 83(1994) POSITION- 40 45 18.36304(N) 112 53 45.77400(W)   ADJUSTED
 LP0500* NAVD 88 ORTHO HEIGHT -  2046.3   (meters)     6714.    (feet) VERTCON3
 LP0500  ______________________________________________________________________
 LP0500  GEOID HEIGHT    -        -17.411 (meters)                     GEOID18
 LP0500  LAPLACE CORR    -         -3.86  (seconds)                    DEFLEC18
 LP0500  HORZ ORDER      -  FIRST
 LP0500
 LP0500.The horizontal coordinates were established by classical geodetic methods
 LP0500.and adjusted by the National Geodetic Survey in June 1998.
 LP0500
 LP0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0500
 LP0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0500.GEOID18 height accuracy estimate available here.
 LP0500
 LP0500.Click photographs - Photos may exist for this station.
 LP0500
 LP0500.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0500
 LP0500. The following values were computed from the NAD 83(1994) position.
 LP0500
 LP0500;                    North         East     Units Scale Factor Converg.
 LP0500;SPC UT C     - 2,269,795.085   382,111.046   MT  1.00002785   -0 53 39.4
 LP0500;SPC UT C     - 7,446,819.37  1,253,642.66   sFT  1.00002785   -0 53 39.4
 LP0500;UTM  12      - 4,513,300.716   339,946.300   MT  0.99991531   -1 14 17.0
 LP0500
 LP0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0500!SPC UT C     -   0.99968184  x   1.00002785  =   0.99970968
 LP0500!UTM  12      -   0.99968184  x   0.99991531  =   0.99959717
 LP0500
 LP0500:                Primary Azimuth Mark                     Grid Az
 LP0500:SPC UT C     -  RELAY                                    006 40 03.3
 LP0500:UTM  12      -  RELAY                                    007 00 40.9
 LP0500
 LP0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL3994613300(NAD 83)
 LP0500
 LP0500|---------------------------------------------------------------------|
 LP0500| PID    Reference Object                     Distance      Geod. Az  |
 LP0500|                                                           dddmmss.s |
 LP0500| LP0499 RELAY                               APPROX. 5.1 KM 0054623.9 |
 LP0500| LP0497 HASTINGS                              6.395 METERS 08644     |
 LP0500|---------------------------------------------------------------------|
 LP0500
 LP0500                          SUPERSEDED SURVEY CONTROL
 LP0500
 LP0500  NAD 83(1986)-  40 45 18.35213(N)    112 53 45.76463(W) AD(       ) 1
 LP0500  NAD 27      -  40 45 18.58350(N)    112 53 42.85693(W) AD(       ) 1
 LP0500  NGVD 29 (07/19/86) 2045.2    (m)         6710.     (f) VERT ANG       
 LP0500
 LP0500.Superseded values are not recommended for survey control.
 LP0500
 LP0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0500.See file dsdata.pdf to determine how the superseded data were derived.
 LP0500
 LP0500_MARKER: DR = REFERENCE MARK DISK
 LP0500_SETTING: 66 = SET IN ROCK OUTCROP
 LP0500_STAMPING: HASTINGS NO 2 1940
 LP0500_MARK LOGO: CGS
 LP0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0500+STABILITY: POSITION/ELEVATION WELL
 LP0500
 LP0500  HISTORY     - Date     Condition        Report By
 LP0500  HISTORY     - 1940     MONUMENTED       CGS
 LP0500
 LP0500                          STATION DESCRIPTION
 LP0500
 LP0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LP0500'THE STATION IS LOCATED ABOUT 25 MILES NORTHWEST OF GRANTSVILLE, 5
 LP0500'MILES SOUTHWEST OF DELLE, 5 MILES SOUTH OF INTERSTATE 80, AND ON
 LP0500'THE NORTH END OF THE CEDAR MOUNTAIN RANGE.
 LP0500'
 LP0500'TO REACH FROM THE ARAGONITE EXIT ON INTERSTATE 80, ABOUT 62
 LP0500'MILES WEST OF SALT LAKE CITY, GO SOUTH THEN WEST ON THE FRONTAGE
 LP0500'ROAD ON THE SOUTH SIDE OF THE INTERSTATE FOR 1.3 MILES TO THE END
 LP0500'OF THE PAVEMENT.  TURN LEFT AND GO SOUTHWEST ON GRAVEL ROAD FOR
 LP0500'1.2 MILES TO A SIDE ROAD LEFT AND RAILROAD CROSSING, JUST BEFORE
 LP0500'REACHING THE ARAGONITE PLANT.  TURN LEFT, CROSSING RAILROAD
 LP0500'TRACKS, AND GO EASTERLY ON MAIN GRAVEL ROAD FOR 2.3 MILES TO A
 LP0500'FORK.  KEEP LEFT FORK AND CONTINUE EASTERLY ON GRAVEL ROAD FOR
 LP0500'1.4 MILES TO A SIDE ROAD LEFT AND SOME OLD CABINS ON THE LEFT.
 LP0500'TURN LEFT AND FOLLOW THE WINDING TRACK ROAD NORTHEASTERLY FOR
 LP0500'3.2 MILES TO A FORK.  KEEP LEFT FORK AND CONTINUE
 LP0500'NORTHEASTERLY ON THE TRACK ROAD FOR 1.0 MILE TO A SMALL GROVE OF
 LP0500'CEDAR TREES AND AN OLD CAMPSITE.  FROM THIS POINT GO
 LP0500'EASTERLY ACROSS COUNTRY FOR 0.15 MILE TO A TRACK ROAD THAT
 LP0500'LEADS UPHILL.  FOLLOW THE TRACK ROAD UPHILL FOR 0.65 MILE TO
 LP0500'THE TOP OF THE RIDGE AND STATION HASTINGS ON THE HIGHEST POINT.
 LP0500'
 LP0500'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HASTINGS NO 2 1940,
 LP0500'CEMENTED IN A DRILL HOLE IN AN OUTCROP THAT IS FLUSH WITH THE
 LP0500'GROUND SURFACE.  IT IS 10 FEET WEST OF THE CAIRN AND ABOUT 1 FOOT
 LP0500'LOWER IN ELEVATION THAN STATION HASTINGS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0449 ***********************************************************************
 JN0449  DESIGNATION -  HAT
 JN0449  PID         -  JN0449
 JN0449  STATE/COUNTY-  UT/GARFIELD
 JN0449  COUNTRY     -  US
 JN0449  USGS QUAD   -  GORDON FLATS (2017)
 JN0449
 JN0449                         *CURRENT SURVEY CONTROL
 JN0449  ______________________________________________________________________
 JN0449* NAD 83(1994) POSITION- 38 08 54.02695(N) 110 11 27.77879(W)   ADJUSTED
 JN0449* NAVD 88 ORTHO HEIGHT -  2030.2   (meters)     6661.    (feet) VERTCON3
 JN0449  ______________________________________________________________________
 JN0449  GEOID HEIGHT    -        -20.072 (meters)                     GEOID18
 JN0449  LAPLACE CORR    -          3.72  (seconds)                    DEFLEC18
 JN0449  HORZ ORDER      -  THIRD
 JN0449
 JN0449.The horizontal coordinates were established by classical geodetic methods
 JN0449.and adjusted by the National Geodetic Survey in November 1997.
 JN0449
 JN0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0449
 JN0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0449.GEOID18 height accuracy estimate available here.
 JN0449
 JN0449.Click photographs - Photos may exist for this station.
 JN0449
 JN0449.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0449
 JN0449. The following values were computed from the NAD 83(1994) position.
 JN0449
 JN0449;                    North         East     Units Scale Factor Converg.
 JN0449;SPC UT S     - 3,165,247.084   614,729.336   MT  0.99997146   +0 48 07.1
 JN0449;SPC UT S     -10,384,648.14  2,016,824.50   sFT  0.99997146   +0 48 07.1
 JN0449;UTM  12      - 4,222,583.045   570,880.937   MT  0.99966187   +0 29 59.0
 JN0449
 JN0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0449!SPC UT S     -   0.99968469  x   0.99997146  =   0.99965616
 JN0449!UTM  12      -   0.99968469  x   0.99966187  =   0.99934667
 JN0449
 JN0449:                Primary Azimuth Mark                     Grid Az
 JN0449:SPC UT S     -  LANDS END                                133 19 54.7
 JN0449:UTM  12      -  LANDS END                                133 38 02.8
 JN0449
 JN0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH7088022583(NAD 83)
 JN0449
 JN0449|---------------------------------------------------------------------|
 JN0449| PID    Reference Object                     Distance      Geod. Az  |
 JN0449|                                                           dddmmss.s |
 JN0449| JN0446 LANDS END                           APPROX. 7.4 KM 1340801.8 |
 JN0449|---------------------------------------------------------------------|
 JN0449
 JN0449                          SUPERSEDED SURVEY CONTROL
 JN0449
 JN0449  NAD 83(1986)-  38 08 54.01912(N)    110 11 27.77836(W) AD(       ) 3
 JN0449  NAD 27      -  38 08 54.07395(N)    110 11 25.29408(W) AD(       ) 3
 JN0449  NGVD 29 (07/19/86) 2029.1    (m)         6657.     (f) VERT ANG       
 JN0449
 JN0449.Superseded values are not recommended for survey control.
 JN0449
 JN0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0449.See file dsdata.pdf to determine how the superseded data were derived.
 JN0449
 JN0449_MARKER: DD = SURVEY DISK
 JN0449_SETTING: 0 = UNSPECIFIED SETTING
 JN0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0449
 JN0449  HISTORY     - Date     Condition        Report By
 JN0449  HISTORY     - 1953     MONUMENTED       USGS
 JN0449
 JN0449                          STATION DESCRIPTION
 JN0449
 JN0449'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JN0449'LOCATED ABOUT 30.0 MI. SE. OF HANKSVILLE, 20.0 MI. ESE. OF JUNCTION OF
 JN0449'POISON SPRING CANYON AND DIRTY DEVIL RIVER AND 3 MI. SE. OF JUNCTION
 JN0449'OF BIG FORK AND MAIN FORK AND HAPPY CANYON, ON PROMINIENT FLAT TOPPED
 JN0449'BUTTE KNOWN AS THE HAT, WHICH RISES FROM TIMBERED RIDGE DIVIDING BIG
 JN0449'FORK AND MAIN FORK OF HAPPY CANYON.  STATION IS ABOUT 15 FT. FROM SW
 JN0449'RIM OF BUTTE.
 JN0449'
 JN0449'STATION REACHED BY HELICOPTER.  IT IS NOT PROBABLE THAT STATION COULD
 JN0449'BE REACHED BY FOOT TRAVEL, THE SIDES OF THE BUTTE BEING NEARLY
 JN0449'PERPENDICULAR.  THERE IS A RD ABOUT 5 MI. E. OF STATION WHICH TURNS W.
 JN0449'AFTER PASSING AROUND HEAD OF BIG FORK OF HAPPY CANYON AND CONTINUES
 JN0449'NW. ALONG S. RIM OF BIG FORK OF HAPPY CANYON.
 JN0449'
 JN0449'STATION MARK - STANDARD TABLET STAMPED --- HAT 1953 --- CEMENTED IN AN
 JN0449'EMBEDDED ROCK SET FLUSH WITH GROUND.
 JN0449'
 JN0449'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0533 ***********************************************************************
 HO0533  DESIGNATION -  HATCH
 HO0533  PID         -  HO0533
 HO0533  STATE/COUNTY-  UT/GARFIELD
 HO0533  COUNTRY     -  US
 HO0533  USGS QUAD   -  HATCH (2017)
 HO0533
 HO0533                         *CURRENT SURVEY CONTROL
 HO0533  ______________________________________________________________________
 HO0533* NAD 83(1994) POSITION- 37 38 07.28920(N) 112 26 44.61557(W)   ADJUSTED
 HO0533* NAVD 88 ORTHO HEIGHT -  2142.5   (meters)     7029.    (feet) VERTCON3
 HO0533  ______________________________________________________________________
 HO0533  GEOID HEIGHT    -        -20.470 (meters)                     GEOID18
 HO0533  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 HO0533  HORZ ORDER      -  SECOND
 HO0533
 HO0533.The horizontal coordinates were established by classical geodetic methods
 HO0533.and adjusted by the National Geodetic Survey in November 1997.
 HO0533
 HO0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0533
 HO0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0533.GEOID18 height accuracy estimate available here.
 HO0533
 HO0533.Click photographs - Photos may exist for this station.
 HO0533
 HO0533.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0533
 HO0533. The following values were computed from the NAD 83(1994) position.
 HO0533
 HO0533;                    North         East     Units Scale Factor Converg.
 HO0533;SPC UT S     - 3,107,930.458   416,530.107   MT  0.99995465   -0 34 46.0
 HO0533;SPC UT S     -10,196,601.84  1,366,565.86   sFT  0.99995465   -0 34 46.0
 HO0533;UTM  12      - 4,166,341.340   372,439.676   MT  0.99980042   -0 52 58.5
 HO0533
 HO0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0533!SPC UT S     -   0.99966711  x   0.99995465  =   0.99962178
 HO0533!UTM  12      -   0.99966711  x   0.99980042  =   0.99946760
 HO0533
 HO0533:                Primary Azimuth Mark                     Grid Az
 HO0533:SPC UT S     -  ASAY                                     207 17 28.4
 HO0533:UTM  12      -  ASAY                                     207 35 40.9
 HO0533
 HO0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG7243966341(NAD 83)
 HO0533
 HO0533|---------------------------------------------------------------------|
 HO0533| PID    Reference Object                     Distance      Geod. Az  |
 HO0533|                                                           dddmmss.s |
 HO0533| CH2453 HATCH RM 1                           10.490 METERS 06836     |
 HO0533| HO0530 ASAY                                APPROX. 5.1 KM 2064242.4 |
 HO0533| CH2454 HATCH RM 2                           11.795 METERS 23410     |
 HO0533|---------------------------------------------------------------------|
 HO0533
 HO0533                          SUPERSEDED SURVEY CONTROL
 HO0533
 HO0533  NAD 83(1986)-  37 38 07.28686(N)    112 26 44.61629(W) AD(       ) 2
 HO0533  NAD 27      -  37 38 07.35905(N)    112 26 41.87350(W) AD(       ) 2
 HO0533  NGVD 29 (07/19/86) 2141.2    (m)         7025.     (f) VERT ANG       
 HO0533
 HO0533.Superseded values are not recommended for survey control.
 HO0533
 HO0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0533.See file dsdata.pdf to determine how the superseded data were derived.
 HO0533
 HO0533_MARKER: DD = SURVEY DISK
 HO0533_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HO0533+WITH SETTING: INFORMATION.
 HO0533_STAMPING: HATCH 1971
 HO0533_MARK LOGO: USGS
 HO0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0533+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2010
 HO0533
 HO0533  HISTORY     - Date     Condition        Report By
 HO0533  HISTORY     - 1971     MONUMENTED       USGS
 HO0533  HISTORY     - 20101208 GOOD             GEOCAC
 HO0533
 HO0533                          STATION DESCRIPTION
 HO0533
 HO0533'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HO0533'LOCATED 1.0 MI (AIRLINE) S. OF HATCH AT THE CREST OF A HILL NEAR
 HO0533'A GRAVEL PIT POND.  102.0 FT SE. OF U.S. HIGHWAY 89.  6.4 FT NW. OF
 HO0533'A RIGHT-OF-WAY FENCE.  5.2 FT SE. OF A WITNESS POST.
 HO0533'
 HO0533'TO REACH FROM THE POST OFFICE IN HATCH GO S. ON U.S. HIGHWAY 89
 HO0533'FOR 1.1 MI TO STATION ON SOUTHEAST SIDE OF RD. NEAR THE CREST OF
 HO0533'HILL.
 HO0533'
 HO0533'STATION MARK--A STANDARD USGS TABLET STAMPED HATCH 1971 FASTENED
 HO0533'TO A COPPER-COATED ROD SET FLUSH WITH GROUND.
 HO0533'
 HO0533'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED HATCH 1
 HO0533'1971 FASTENED TO A COPPER-COATED ROD SET FLUSH WITH GROUND.
 HO0533'
 HO0533'REFERENCE MARK NO. 2--A STANDARD USGS TABLET STAMPED HATCH 2 1971
 HO0533'FASTENED TO A COPPER-COATED ROD SET FLUSH WITH GROUND.
 HO0533
 HO0533                          STATION RECOVERY (2010)
 HO0533
 HO0533'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HO0533'RM 1 AND RM 2 ALSO FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0681 ***********************************************************************
 MR0681  DESIGNATION -  HATCH
 MR0681  PID         -  MR0681
 MR0681  STATE/COUNTY-  UT/SUMMIT
 MR0681  COUNTRY     -  US
 MR0681  USGS QUAD   -  PORCUPINE RIDGE (2017)
 MR0681
 MR0681                         *CURRENT SURVEY CONTROL
 MR0681  ______________________________________________________________________
 MR0681* NAD 83(1994) POSITION- 41 04 44.19789(N) 111 05 32.53302(W)   ADJUSTED
 MR0681* NAVD 88 ORTHO HEIGHT -  2454.7   (meters)     8053.    (feet) VERTCON3
 MR0681  ______________________________________________________________________
 MR0681  GEOID HEIGHT    -        -15.088 (meters)                     GEOID18
 MR0681  LAPLACE CORR    -          6.66  (seconds)                    DEFLEC18
 MR0681  HORZ ORDER      -  THIRD
 MR0681
 MR0681.The horizontal coordinates were established by classical geodetic methods
 MR0681.and adjusted by the National Geodetic Survey in November 1997.
 MR0681
 MR0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0681
 MR0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0681.GEOID18 height accuracy estimate available here.
 MR0681
 MR0681.Click photographs - Photos may exist for this station.
 MR0681
 MR0681.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0681
 MR0681. The following values were computed from the NAD 83(1994) position.
 MR0681
 MR0681;                    North         East     Units Scale Factor Converg.
 MR0681;SPC UT N     - 1,082,879.793   534,253.598   MT  0.99996131   +0 16 07.6
 MR0681;SPC UT N     - 3,552,748.12  1,752,797.01   sFT  0.99996131   +0 16 07.6
 MR0681;UTM  12      - 4,547,524.749   492,240.794   MT  0.99960074   -0 03 38.5
 MR0681
 MR0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0681!SPC UT N     -   0.99961747  x   0.99996131  =   0.99957880
 MR0681!UTM  12      -   0.99961747  x   0.99960074  =   0.99921837
 MR0681
 MR0681:                Primary Azimuth Mark                     Grid Az
 MR0681:SPC UT N     -  PORCUPINE                                192 25 06.3
 MR0681:UTM  12      -  PORCUPINE                                192 44 52.4
 MR0681
 MR0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL9224047524(NAD 83)
 MR0681
 MR0681|---------------------------------------------------------------------|
 MR0681| PID    Reference Object                     Distance      Geod. Az  |
 MR0681|                                                           dddmmss.s |
 MR0681| MR0680 PORCUPINE                           APPROX. 6.9 KM 1924113.9 |
 MR0681|---------------------------------------------------------------------|
 MR0681
 MR0681                          SUPERSEDED SURVEY CONTROL
 MR0681
 MR0681  NAD 83(1993)-  41 04 44.19785(N)    111 05 32.53292(W) AD(       ) 3
 MR0681  NAD 83(1986)-  41 04 44.18386(N)    111 05 32.52231(W) AD(       ) 3
 MR0681  NAD 27      -  41 04 44.37364(N)    111 05 29.86268(W) AD(       ) 3
 MR0681  NGVD 29 (07/19/86) 2453.3    (m)         8049.     (f) VERT ANG       
 MR0681
 MR0681.Superseded values are not recommended for survey control.
 MR0681
 MR0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0681.See file dsdata.pdf to determine how the superseded data were derived.
 MR0681
 MR0681_MARKER: DD = SURVEY DISK
 MR0681_SETTING: 66 = SET IN ROCK OUTCROP
 MR0681_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0681+STABILITY: POSITION/ELEVATION WELL
 MR0681
 MR0681  HISTORY     - Date     Condition        Report By
 MR0681  HISTORY     - 1966     MONUMENTED       USGS
 MR0681
 MR0681                          STATION DESCRIPTION
 MR0681
 MR0681'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MR0681'LOCATED ABOUT 14 MI. SSW. OF EVANSTON, WYOMING, ON RIDGE AT HEADS OF
 MR0681'ROSS AND HOWARD CREEKS, ON A SHARP TOP.
 MR0681'
 MR0681'TO REACH FROM POST OFFICE IN EVANSTON, DRIVE SE. ALONG CENTER STREET
 MR0681'TO 6TH STREET, TURN RIGHT ON 6TH AND GO 0.3 MI. TO Y-RD., TURN LEFT
 MR0681'AND CONTINUE 11.4 MI. TO SHARP RD. CURVE JUST ABOVE A RESERVOIR AND
 MR0681'RD. FORK TO LEFT, PASS THRU GATE AND PROCEED SW. ALONG TRACK RD. FOR
 MR0681'0.6 MI., CROSS DRAIN AND PROCEED 1.9 MI. TO RD. FORK, TURN LEFT AND
 MR0681'PROCEED UPHILL 0.8 MI. TO SADDLE AND GATE IN FENCELINE, PASS THROUGH
 MR0681'GATE AND TURN RIGHT FOLLOWING TRUCK TRAIL AND FENCE 1.8 MI. TO FENCE
 MR0681'CORNER AND END OF TRUCK TRAVEL.  PASS THRU GATE AND PACK W. UPHILL AND
 MR0681'ALONG FENCE TO TOP OF RIDGE, TURN LEFT AND PACK 0.1 MI. TO SMALL
 MR0681'SADDLE WHERE RIDGE SPLITS, GO NW. ALONG RIDGE TO THIRD TOP AND THE
 MR0681'STATION MARK.  A 10 MINUTE HIKE.
 MR0681'
 MR0681'STATION MARK - A STANDARD TABLET STAMPED ---HATCH 1966--- CEMENTED IN
 MR0681'ROCK OUTCROP 0.8 FT. BELOW GROUND.  A LARGE ROCK WITH A 2 IN. DRILL
 MR0681'HOLE WAS CENTERED OVER STATION MARK, WITH DRILL HOLE LEVEL WITH GROUND
 MR0681'SURFACE.
 MR0681'
 MR0681'REFERENCE MARK NO.1 - A STANDARD REFERENCE MARK TABLET STAMPED
 MR0681'---NO.1 1966--- CEMENTED IN ROCK OUTCROP.  8.75 FT. FROM STATION MARK
 MR0681'AND ABOUT 2 FT. LOWER, S 48 DEG 44 MIN 16 SEC W.
 MR0681'
 MR0681'REFERENCE MARK NO.2 - A STANDARD REFERENCE MARK TABLET STAMPED
 MR0681'---NO.2 1966--- CEMENTED IN ROCK OUTCROP 21.67 FT. FROM STATION MARK
 MR0681'AND ABOUT SAME ELEVATION, N 35 DEG 39 MIN 36 SEC W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0523 ***********************************************************************
 JM0523  DESIGNATION -  HATCH
 JM0523  PID         -  JM0523
 JM0523  STATE/COUNTY-  UT/SAN JUAN
 JM0523  COUNTRY     -  US
 JM0523  USGS QUAD   -  SHAFER BASIN (2017)
 JM0523
 JM0523                         *CURRENT SURVEY CONTROL
 JM0523  ______________________________________________________________________
 JM0523* NAD 83(1994) POSITION- 38 24 20.53314(N) 109 42 23.85792(W)   ADJUSTED
 JM0523* NAVD 88 ORTHO HEIGHT -  1793.8   (meters)     5885.    (feet) VERTCON3
 JM0523  ______________________________________________________________________
 JM0523  GEOID HEIGHT    -        -20.144 (meters)                     GEOID18
 JM0523  LAPLACE CORR    -          9.39  (seconds)                    DEFLEC18
 JM0523  HORZ ORDER      -  SECOND
 JM0523
 JM0523.The horizontal coordinates were established by classical geodetic methods
 JM0523.and adjusted by the National Geodetic Survey in November 1997.
 JM0523
 JM0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0523
 JM0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0523.GEOID18 height accuracy estimate available here.
 JM0523
 JM0523.Click photographs - Photos may exist for this station.
 JM0523
 JM0523.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0523
 JM0523. The following values were computed from the NAD 83(1994) position.
 JM0523
 JM0523;                    North         East     Units Scale Factor Converg.
 JM0523;SPC UT S     - 3,194,513.513   656,636.591   MT  1.00001007   +1 05 55.6
 JM0523;SPC UT S     -10,480,666.42  2,154,315.22   sFT  1.00001007   +1 05 55.6
 JM0523;UTM  12      - 4,251,622.132   612,928.450   MT  0.99975705   +0 48 12.8
 JM0523
 JM0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0523!SPC UT S     -   0.99972178  x   1.00001007  =   0.99973185
 JM0523!UTM  12      -   0.99972178  x   0.99975705  =   0.99947890
 JM0523
 JM0523:                Primary Azimuth Mark                     Grid Az
 JM0523:SPC UT S     -  HATCH AZ MK                              231 04 15.5
 JM0523:UTM  12      -  HATCH AZ MK                              231 21 58.3
 JM0523
 JM0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH1292851622(NAD 83)
 JM0523
 JM0523|---------------------------------------------------------------------|
 JM0523| PID    Reference Object                     Distance      Geod. Az  |
 JM0523|                                                           dddmmss.s |
 JM0523| CM7401 HATCH RM 1                            5.576 METERS 03932     |
 JM0523| CM7402 HATCH RM 2                            7.021 METERS 15349     |
 JM0523| CM7400 HATCH AZ MK                                        2321011.1 |
 JM0523|---------------------------------------------------------------------|
 JM0523
 JM0523                          SUPERSEDED SURVEY CONTROL
 JM0523
 JM0523  NAD 83(1986)-  38 24 20.52197(N)    109 42 23.85833(W) AD(       ) 2
 JM0523  NAD 27      -  38 24 20.56820(N)    109 42 21.42956(W) AD(       ) 2
 JM0523  NGVD 29 (07/19/86) 1792.8    (m)         5882.     (f) VERT ANG       
 JM0523
 JM0523.Superseded values are not recommended for survey control.
 JM0523
 JM0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0523.See file dsdata.pdf to determine how the superseded data were derived.
 JM0523
 JM0523_MARKER: DS = TRIANGULATION STATION DISK
 JM0523_SETTING: 66 = SET IN ROCK OUTCROP
 JM0523_STAMPING: HATCH 1937
 JM0523_MARK LOGO: CGS
 JM0523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0523+STABILITY: POSITION/ELEVATION WELL
 JM0523
 JM0523  HISTORY     - Date     Condition        Report By
 JM0523  HISTORY     - 1937     MONUMENTED       CGS
 JM0523  HISTORY     - 1951     GOOD             USGS
 JM0523  HISTORY     - 1954     GOOD             USGS
 JM0523
 JM0523                          STATION DESCRIPTION
 JM0523
 JM0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JM0523'STATION LOCATED ABOUT 15.0 MILES SW OF MOAB, ON THE EXTREME
 JM0523'NW END OF HATCH POINT, ON THE E RIM OF THE COLORADO RIVER CANYON.
 JM0523'
 JM0523'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 JM0523'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 JM0523'
 JM0523'THE AZIMUTH MARK IS ON A HIGH POINT OF ROCK NEAR THE WESTERN
 JM0523'EDGE OF HATCH POINT.
 JM0523'
 JM0523'STATION REACHED FROM MOAB BY GOING SE ON U.S. HIGHWAY 450,
 JM0523'ABOUT 25 MILES TO THE LA SAL JUNCTION.  AT THE SW POINT OF THE
 JM0523'Y FORMED BY THE ROADS, TURN RIGHT AND FOLLOW THE MAIN-TRAVELED
 JM0523'TRACK ROAD, 6.25 MILES TO A CABIN AND A METAL STORAGE TANK,
 JM0523'AND CONTINUE ON A SHORT DISTANCE TO HATCH WASH, TURN RIGHT AND
 JM0523'GO DOWN THE WASH TO WHERE THE ROAD CROSSES IT ON SOLID BEDROCK,
 JM0523'CROSS WASH AND CONTINUE ON THE MAIN-TRAVELED ROAD 11.2 MILES
 JM0523'TO ANOTHER CABIN AND METAL STORAGE TANK, BEAR RIGHT AND
 JM0523'CONTINUE ON MAIN-TRAVELED ROAD 8.6 MILES TO WHERE A BROAD
 JM0523'VALLEY DRAINING TO THE N APPEARS AHEAD.  FROM HERE A ROCK BUTTE
 JM0523'IS VISIBLE ON A RIDGE TO THE W AT A BEARING OF 275 DEGREES
 JM0523'MAGNETIC.  THE STATION IS ABOUT 3 DEGREES TO THE RIGHT AND
 JM0523'BEYOND THE ROCK BUTTE BUT IS NOT VISIBLE.  CONTINUE ON THE
 JM0523'ROAD TO THE BOTTOM OF THE VALLEY, AND ALONG THE E SIDE OF A
 JM0523'WASH.  WHEN ABOUT 0.4 MILE FROM A PROMINENT YELLOW, SANDSTONE
 JM0523'FORMATION AHEAD, LEAVE THE ROAD AND TURN LEFT ACROSS THE WASH
 JM0523'AT THE SOUTHERNMOST PROMINENT PINE TREE IN THE WASH.  GO
 JM0523'SW ALONG A STOCK TRAIL TO ANOTHER WASH WHICH IS SMALLER,
 JM0523'CONTINUE ACROSS THIS WASH AND STRAIGHT AHEAD OVER A LOW
 JM0523'RIDGE TO A DEEPER WASH ON THE W SIDE OF THE VALLEY.  THIS IS
 JM0523'THE END OF TRUCK TRAVEL.  FROM HERE PACK UP THE LEFT SIDE OF A
 JM0523'SMALL ROCKY CANYON TOWARDS THE WSW TO AVOID A DEEP CANYON
 JM0523'ON THE N, FROM THE HEAD OF THE SMALL CANYON GO NW AROUND THE E
 JM0523'SIDE OF THE ABOVE MENTIONED ROCKY BUTTE AND CONTINUE NW AND
 JM0523'WNW TO THE END OF HATCH POINT ON THE RIM OF THE COLORADO
 JM0523'RIVER CANYON AND STATION SITE.  IT IS ABOUT A TWO-HOUR
 JM0523'PACK OF APPROXIMATELY 5 MILES.
 JM0523
 JM0523                          STATION RECOVERY (1951)
 JM0523
 JM0523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 JM0523'RECOVERED.
 JM0523
 JM0523                          STATION RECOVERY (1954)
 JM0523
 JM0523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (WFM)
 JM0523'FOUND AS DESCRIBED, ALL MARKS IN GOOD
 JM0523'CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0587 ***********************************************************************
 LN0587  DESIGNATION -  HATCH
 LN0587  PID         -  LN0587
 LN0587  STATE/COUNTY-  UT/UINTAH
 LN0587  COUNTRY     -  US
 LN0587  USGS QUAD   -  HOY MOUNTAIN (2017)
 LN0587
 LN0587                         *CURRENT SURVEY CONTROL
 LN0587  ______________________________________________________________________
 LN0587* NAD 83(1994) POSITION- 40 37 49.63267(N) 109 04 22.38520(W)   ADJUSTED
 LN0587* NAVD 88 ORTHO HEIGHT -  2436.4   (meters)     7993.    (feet) VERTCON3
 LN0587  ______________________________________________________________________
 LN0587  GEOID HEIGHT    -        -14.987 (meters)                     GEOID18
 LN0587  LAPLACE CORR    -          2.20  (seconds)                    DEFLEC18
 LN0587  HORZ ORDER      -  THIRD
 LN0587
 LN0587.The horizontal coordinates were established by classical geodetic methods
 LN0587.and adjusted by the National Geodetic Survey in November 1997.
 LN0587
 LN0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0587
 LN0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0587.GEOID18 height accuracy estimate available here.
 LN0587
 LN0587.Click photographs - Photos may exist for this station.
 LN0587
 LN0587.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0587
 LN0587. The following values were computed from the NAD 83(1994) position.
 LN0587
 LN0587;                    North         East     Units Scale Factor Converg.
 LN0587;SPC UT C     - 2,257,818.929   705,315.875   MT  0.99999520   +1 33 17.1
 LN0587;SPC UT C     - 7,407,527.60  2,314,023.83   sFT  0.99999520   +1 33 17.1
 LN0587;UTM  12      - 4,499,520.376   662,979.906   MT  0.99992696   +1 15 18.6
 LN0587
 LN0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0587!SPC UT C     -   0.99962030  x   0.99999520  =   0.99961550
 LN0587!UTM  12      -   0.99962030  x   0.99992696  =   0.99954729
 LN0587
 LN0587:                Primary Azimuth Mark                     Grid Az
 LN0587:SPC UT C     -  GULCH                                    218 01 34.1
 LN0587:UTM  12      -  GULCH                                    218 19 32.6
 LN0587
 LN0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK6297999520(NAD 83)
 LN0587
 LN0587|---------------------------------------------------------------------|
 LN0587| PID    Reference Object                     Distance      Geod. Az  |
 LN0587|                                                           dddmmss.s |
 LN0587| LN0592 GULCH                               APPROX. 4.7 KM 2193451.2 |
 LN0587|---------------------------------------------------------------------|
 LN0587
 LN0587                          SUPERSEDED SURVEY CONTROL
 LN0587
 LN0587  NAD 83(1993)-  40 37 49.63087(N)    109 04 22.37895(W) AD(       ) 3
 LN0587  NAD 83(1992)-  40 37 49.61594(N)    109 04 22.37507(W) AD(       ) 3
 LN0587  NAD 83(1986)-  40 37 49.61579(N)    109 04 22.37516(W) AD(       ) 3
 LN0587  NAD 27      -  40 37 49.74865(N)    109 04 19.92991(W) AD(       ) 3
 LN0587  NGVD 29 (07/19/86) 2435.1    (m)         7989.     (f) VERT ANG       
 LN0587
 LN0587.Superseded values are not recommended for survey control.
 LN0587
 LN0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0587.See file dsdata.pdf to determine how the superseded data were derived.
 LN0587
 LN0587_MARKER: DD = SURVEY DISK
 LN0587_SETTING: 66 = SET IN ROCK OUTCROP
 LN0587_STAMPING: HATCH 1955
 LN0587_MARK LOGO: USGS
 LN0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0587+STABILITY: POSITION/ELEVATION WELL
 LN0587
 LN0587  HISTORY     - Date     Condition        Report By
 LN0587  HISTORY     - 1955     MONUMENTED       USGS
 LN0587
 LN0587                          STATION DESCRIPTION
 LN0587
 LN0587'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LN0587'LOCATED ABOUT 30 MI. N. AND 10 MI. E. OF VERNAL, 6 MI. N. OF THE GREEN
 LN0587'RIVER, 2.5 MI. N. OF DIAMOND GULCH, ON A BARE TOP .5 MI. S. OF RD.
 LN0587'
 LN0587'TO REACH FROM JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 44 AT
 LN0587'VERNAL, DRIVE N. ON STATE HIGHWAY 44 FOR 0.5 MI. TO RD. CROSSING, TURN
 LN0587'RIGHT 2.9 MI. TO FORKS, TURN LEFT 16.1 MI. TO TOP OF MOUNTAIN AND RD.
 LN0587'FORKS, TURN LEFT 4.2 MI. TO DRAIN AND RD. FORKS, TURN RIGHT 3.3 MI. TO
 LN0587'T-RD. TURN RIGHT 6.0 MI. ON MAIN TRAVELED RD. TO SHEARING PENS AND
 LN0587'CORRAL, TAKE RIGHT FORK 3.5 MI. TO SADDLE AND ---O.E. 7887.52.  FROM
 LN0587'THIS POINT PACK TO THE S. ALONG RIDGE ABOUT 0.5 MI. TO HIGHEST POINT
 LN0587'AND STATION.  A 10 MINUTE PACK.
 LN0587'
 LN0587'STATION MARK - STANDARD TABLET STAMPED ---HATCH 1955--- CEMENTED IN
 LN0587'EMBEDDED ROCK.
 LN0587'
 LN0587'REFERENCE MARK NO.1 - COPPER NAIL WITH WASHER CEMENTED IN ROCK 21.73
 LN0587'FT. FROM STATION MARK, N 58 DEG 17 MIN W.
 LN0587'
 LN0587'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---2
 LN0587'1955--- CEMENTED IN EMBEDDED ROCK, 29.10 FT. FROM STATION MARK,
 LN0587'N 00 DEG 09 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0506 ***********************************************************************
 JM0506  DESIGNATION -  HATCH ROCK
 JM0506  PID         -  JM0506
 JM0506  STATE/COUNTY-  UT/SAN JUAN
 JM0506  COUNTRY     -  US
 JM0506  USGS QUAD   -  HATCH ROCK (2017)
 JM0506
 JM0506                         *CURRENT SURVEY CONTROL
 JM0506  ______________________________________________________________________
 JM0506* NAD 83(1994) POSITION- 38 13 41.31677(N) 109 27 22.40456(W)   ADJUSTED
 JM0506* NAVD 88 ORTHO HEIGHT -  1895.9   (meters)     6220.    (feet) VERTCON3
 JM0506  ______________________________________________________________________
 JM0506  GEOID HEIGHT    -        -19.166 (meters)                     GEOID18
 JM0506  LAPLACE CORR    -          2.88  (seconds)                    DEFLEC18
 JM0506  HORZ ORDER      -  THIRD
 JM0506
 JM0506.The horizontal coordinates were established by classical geodetic methods
 JM0506.and adjusted by the National Geodetic Survey in November 1997.
 JM0506
 JM0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0506
 JM0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0506.GEOID18 height accuracy estimate available here.
 JM0506
 JM0506.Click photographs - Photos may exist for this station.
 JM0506
 JM0506.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0506
 JM0506. The following values were computed from the NAD 83(1994) position.
 JM0506
 JM0506;                    North         East     Units Scale Factor Converg.
 JM0506;SPC UT S     - 3,175,257.407   678,934.775   MT  0.99998127   +1 15 07.9
 JM0506;SPC UT S     -10,417,490.34  2,227,471.84   sFT  0.99998127   +1 15 07.9
 JM0506;UTM  12      - 4,232,255.099   635,122.344   MT  0.99982486   +0 57 19.5
 JM0506
 JM0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0506!SPC UT S     -   0.99970560  x   0.99998127  =   0.99968688
 JM0506!UTM  12      -   0.99970560  x   0.99982486  =   0.99953052
 JM0506
 JM0506:                Primary Azimuth Mark                     Grid Az
 JM0506:SPC UT S     -  CAT                                      257 27 06.5
 JM0506:UTM  12      -  CAT                                      257 44 54.9
 JM0506
 JM0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH3512232255(NAD 83)
 JM0506
 JM0506|---------------------------------------------------------------------|
 JM0506| PID    Reference Object                     Distance      Geod. Az  |
 JM0506|                                                           dddmmss.s |
 JM0506| JM0524 CAT                                 APPROX. 5.1 KM 2584214.4 |
 JM0506|---------------------------------------------------------------------|
 JM0506
 JM0506                          SUPERSEDED SURVEY CONTROL
 JM0506
 JM0506  NAD 83(1986)-  38 13 41.30598(N)    109 27 22.40708(W) AD(       ) 3
 JM0506  NAD 27      -  38 13 41.35364(N)    109 27 19.99923(W) AD(       ) 3
 JM0506  NGVD 29 (07/19/86) 1894.9    (m)         6217.     (f) VERT ANG       
 JM0506
 JM0506.Superseded values are not recommended for survey control.
 JM0506
 JM0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0506.See file dsdata.pdf to determine how the superseded data were derived.
 JM0506
 JM0506_MARKER: DB = BENCH MARK DISK
 JM0506_SETTING: 66 = SET IN ROCK OUTCROP
 JM0506_STAMPING: HATCH ROCK 1934
 JM0506_MARK LOGO: USGS
 JM0506_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0506+STABILITY: POSITION/ELEVATION WELL
 JM0506
 JM0506  HISTORY     - Date     Condition        Report By
 JM0506  HISTORY     - 1934     MONUMENTED       USGS
 JM0506  HISTORY     - 1954     GOOD             USGS
 JM0506
 JM0506                          STATION DESCRIPTION
 JM0506
 JM0506'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (CLP)
 JM0506'DESCRIBED AS FOLLOWS
 JM0506'
 JM0506'ON HIGHEST PART OF SUMMIT OF ISOLATED BUTTE KNOWN LOCALLY AS ---HATCH
 JM0506'ROCK---, ABOUT 12 MI. SW. OF LA SAL AND 5 MI. SW. OF LOOKING GLASS
 JM0506'ROCK.  TO REACH FROM LA SAL, GO W. ALONG RD. 10 MI. TO LA SAL
 JM0506'JUNCTION, THENCE S. 9 MI. ALONG FAIRLY GOOD RD. TO BUTTE.  ASCENT
 JM0506'POSSIBLE ONLY FROM S. SIDE NEAR W. END OF CIRCULAR ROCKY POINT.
 JM0506'
 JM0506'STATION MARK--STANDARD TABLET STAMPED ---HATCH ROCK 1934--- CEMENTED
 JM0506'IN BEDROCK, BURIED 18 IN. BELOW SURFACE OF GROUND.
 JM0506'
 JM0506'REFERENCE MARK NO. 1--REFERENCE MARK TABLET CEMENTED IN ROCK OUTCROP,
 JM0506'15.41 FT. FROM STATION MARK, S 38 DEG 09 MIN W.
 JM0506'
 JM0506'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN ROOT ON SW. SIDE OF
 JM0506'12 IN. PINON TREE, 45.08 FT. FROM STATION MARK, N 10 DEG 41 MIN W.
 JM0506'
 JM0506'REFERENCE MARK NO. 3--COPPER NAIL AND WASHER IN ROOT ON S. SIDE OF
 JM0506'JUNIPER TREE, 25.23 FT. FROM STATION MARK, S 55 DEG 21 MIN E.
 JM0506'
 JM0506'FOUND AS DESCRIBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0424 ***********************************************************************
 JN0424  DESIGNATION -  HATT
 JN0424  PID         -  JN0424
 JN0424  STATE/COUNTY-  UT/EMERY
 JN0424  COUNTRY     -  US
 JN0424  USGS QUAD   -  JESSIES TWIST (2017)
 JN0424
 JN0424                         *CURRENT SURVEY CONTROL
 JN0424  ______________________________________________________________________
 JN0424* NAD 83(1994) POSITION- 38 53 33.05691(N) 110 21 05.55805(W)   ADJUSTED
 JN0424* NAVD 88 ORTHO HEIGHT -  1405.6   (meters)     4612.    (feet) VERTCON3
 JN0424  ______________________________________________________________________
 JN0424  GEOID HEIGHT    -        -19.792 (meters)                     GEOID18
 JN0424  LAPLACE CORR    -         -7.35  (seconds)                    DEFLEC18
 JN0424  HORZ ORDER      -  THIRD
 JN0424
 JN0424.The horizontal coordinates were established by classical geodetic methods
 JN0424.and adjusted by the National Geodetic Survey in November 1997.
 JN0424
 JN0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0424
 JN0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0424.GEOID18 height accuracy estimate available here.
 JN0424
 JN0424.Click photographs - Photos may exist for this station.
 JN0424
 JN0424.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0424
 JN0424. The following values were computed from the NAD 83(1994) position.
 JN0424
 JN0424;                    North         East     Units Scale Factor Converg.
 JN0424;SPC UT C     - 2,062,721.411   599,637.511   MT  1.00003295   +0 44 08.4
 JN0424;SPC UT C     - 6,767,445.16  1,967,310.73   sFT  1.00003295   +0 44 08.4
 JN0424;UTM  12      - 4,305,048.867   556,236.062   MT  0.99963894   +0 24 25.7
 JN0424
 JN0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0424!SPC UT C     -   0.99978262  x   1.00003295  =   0.99981557
 JN0424!UTM  12      -   0.99978262  x   0.99963894  =   0.99942164
 JN0424
 JN0424:                Primary Azimuth Mark                     Grid Az
 JN0424:SPC UT C     -  2 33A                                    110 03 18.5
 JN0424:UTM  12      -  2 33A                                    110 23 01.2
 JN0424
 JN0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ5623605048(NAD 83)
 JN0424
 JN0424|---------------------------------------------------------------------|
 JN0424| PID    Reference Object                     Distance      Geod. Az  |
 JN0424|                                                           dddmmss.s |
 JN0424| JN0426 2 33A                               APPROX. 7.3 KM 1104726.9 |
 JN0424|---------------------------------------------------------------------|
 JN0424
 JN0424                          SUPERSEDED SURVEY CONTROL
 JN0424
 JN0424  NAD 83(1986)-  38 53 33.04543(N)    110 21 05.55265(W) AD(       ) 3
 JN0424  NAD 27      -  38 53 33.13888(N)    110 21 03.03203(W) AD(       ) 3
 JN0424  NGVD 29 (07/19/86) 1404.6    (m)         4608.     (f) VERT ANG       
 JN0424
 JN0424.Superseded values are not recommended for survey control.
 JN0424
 JN0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0424.See file dsdata.pdf to determine how the superseded data were derived.
 JN0424
 JN0424
 JN0424  HISTORY     - Date     Condition        Report By
 JN0424  HISTORY     - 1952     MONUMENTED       USGS
 JN0424  HISTORY     - 1954     GOOD             USGS
 JN0424
 JN0424                          STATION DESCRIPTION
 JN0424
 JN0424'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JN0424'LOCATED ABOUT 13.0 MI. SW. OF GREEN RIVER 1.75 MI. NNE. OF BRIDGE OVER
 JN0424'SAN RAFAEL RIVER ON STATE HIGHWAY 24 AT HALL RANCH 1.0 MI. W. OF WHERE
 JN0424'STATE HIGHWAY 24 DROPS OFF LOW MESA INTO LOW AREA BOUNDING SAN RAFAEL
 JN0424'RIVER ON SOUTHERN END OF DARK TOP OVERLOOKING THE SAN RAFAEL DRAINAGE.
 JN0424'
 JN0424'STATION MARK - STANDARD TABLET STAMPED ---HATT 1952---, CEMENTED IN
 JN0424'TOP OF BOULDER FLUSH WITH THE GROUND.
 JN0424'
 JN0424'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.1
 JN0424'1952, CEMENTED IN SOLID ROCK FLUSH WITH THE GROUND, 54.03 FT. FROM
 JN0424'STATION MARK, S 33 DEG 37 MIN W.
 JN0424'
 JN0424'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.2
 JN0424'1952 CEMENTED IN SOLID ROCK OUTCROP, 24.72 FT. FROM STATION MARK,
 JN0424'N 11 DEG 20 MIN W.
 JN0424'
 JN0424'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION
 JN0424'AS PREVIOUSLY DESCRIBED. NEW --TO REACH-- AS FOLLOWS.
 JN0424'TO REACH FROM GREEN RIVER, DRIVE W. ON U.S. HIGHWAY 50 FOR 4.5 MI.
 JN0424'TURN S. ON STATE HIGHWAY 24 FOR 10.2 MI. TO TRAIL ON RIGHT, TURN RIGHT
 JN0424'AND FOLLOW TRAIL 0.4 MI. TO POINT ON W. SIDE OF WASH AT BASE OF RIDGE,
 JN0424'TURN RIGHT AND FOLLOW BASE OF RIDGE 0.2 MI. PACK TO TOP OF RIDGE AND
 JN0424'STATION. ABOUT 15 MINUTE PACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0486 ***********************************************************************
 JO0486  CBN         -  This is a Cooperative Base Network Control Station.
 JO0486  DESIGNATION -  HATTON
 JO0486  PID         -  JO0486
 JO0486  STATE/COUNTY-  UT/MILLARD
 JO0486  COUNTRY     -  US
 JO0486  USGS QUAD   -  KANOSH (2017)
 JO0486
 JO0486                         *CURRENT SURVEY CONTROL
 JO0486  ______________________________________________________________________
 JO0486* NAD 83(2011) POSITION- 38 50 25.08055(N) 112 25 35.71344(W)   ADJUSTED
 JO0486* NAD 83(2011) ELLIP HT-  1461.837 (meters)        (06/27/12)   ADJUSTED
 JO0486* NAD 83(2011) EPOCH   -  2010.00
 JO0486* NAVD 88 ORTHO HEIGHT -  1481.0   (meters)     4859.    (feet) GPS OBS
 JO0486  ______________________________________________________________________
 JO0486  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JO0486  GEOID HEIGHT    -         -18.80 (meters)                     GEOID93
 JO0486  GEOID HEIGHT    -        -19.146 (meters)                     GEOID18
 JO0486  NAD 83(2011) X  - -1,898,189.678 (meters)                     COMP
 JO0486  NAD 83(2011) Y  - -4,599,294.534 (meters)                     COMP
 JO0486  NAD 83(2011) Z  -  3,979,440.333 (meters)                     COMP
 JO0486  LAPLACE CORR    -          9.36  (seconds)                    DEFLEC18
 JO0486
 JO0486  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JO0486  Standards:
 JO0486         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JO0486            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JO0486  -------------------------------------------------------------------
 JO0486  NETWORK    0.89   1.88           0.41   0.30   0.96      0.03137222
 JO0486  -------------------------------------------------------------------
 JO0486  Click here for local accuracies and other accuracy information.
 JO0486
 JO0486.The horizontal coordinates were established by GPS observations
 JO0486.and adjusted by the National Geodetic Survey in June 2012.
 JO0486
 JO0486.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JO0486.been affixed to the stable North American tectonic plate. See 
 JO0486.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JO0486
 JO0486.The horizontal coordinates are valid at the epoch date displayed above
 JO0486.which is a decimal equivalence of Year/Month/Day.
 JO0486
 JO0486.The orthometric height was determined by GPS observations and a
 JO0486.high-resolution geoid model.
 JO0486
 JO0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0486.GEOID18 height accuracy estimate available here.
 JO0486
 JO0486.Click photographs - Photos may exist for this station.
 JO0486
 JO0486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JO0486
 JO0486.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0486
 JO0486.The ellipsoidal height was determined by GPS observations
 JO0486.and is referenced to NAD 83.
 JO0486
 JO0486. The following values were computed from the NAD 83(2011) position.
 JO0486
 JO0486;                    North         East     Units Scale Factor Converg.
 JO0486;SPC UT C     - 2,056,701.592   419,550.534   MT  1.00004819   -0 35 36.8
 JO0486;SPC UT C     - 6,747,695.14  1,376,475.38   sFT  1.00004819   -0 35 36.8
 JO0486;UTM  12      - 4,300,021.540   376,189.356   MT  0.99978876   -0 53 41.3
 JO0486
 JO0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0486!SPC UT C     -   0.99977069  x   1.00004819  =   0.99981887
 JO0486!UTM  12      -   0.99977069  x   0.99978876  =   0.99955950
 JO0486
 JO0486:                Primary Azimuth Mark                     Grid Az
 JO0486:SPC UT C     -  HATTON AZ MK                             268 45 04.0
 JO0486:UTM  12      -  HATTON AZ MK                             269 03 08.5
 JO0486
 JO0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ7618900021(NAD 83)
 JO0486
 JO0486|---------------------------------------------------------------------|
 JO0486| PID    Reference Object                     Distance      Geod. Az  |
 JO0486|                                                           dddmmss.s |
 JO0486| JO0045 H 134                                10.971 METERS 05429     |
 JO0486| CM4828 HATTON AZ MK                                       2680927.2 |
 JO0486| CM4829 HATTON RM 2                           8.998 METERS 28951     |
 JO0486|---------------------------------------------------------------------|
 JO0486
 JO0486                          SUPERSEDED SURVEY CONTROL
 JO0486
 JO0486  NAD 83(2007)-  38 50 25.08034(N)    112 25 35.71371(W) AD(2002.00) 0
 JO0486  ELLIP H (02/10/07) 1461.857  (m)                       GP(2002.00)    
 JO0486  ELLIP H (11/14/01) 1461.870  (m)                       GP(       ) 4 2
 JO0486  NAD 83(1994)-  38 50 25.07950(N)    112 25 35.71201(W) AD(       ) B
 JO0486  ELLIP H (04/21/95) 1461.946  (m)                       GP(       ) 4 1
 JO0486  NAD 83(1986)-  38 50 25.07395(N)    112 25 35.70508(W) AD(       ) 1
 JO0486  NAD 27      -  38 50 25.19700(N)    112 25 32.92400(W) AD(       ) 1
 JO0486  NGVD 29 (07/19/86) 1479.8    (m)         4855.     (f) VERT ANG       
 JO0486
 JO0486.Superseded values are not recommended for survey control.
 JO0486
 JO0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0486.See file dsdata.pdf to determine how the superseded data were derived.
 JO0486
 JO0486_MARKER: DS = TRIANGULATION STATION DISK
 JO0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0486_STAMPING: HATTON 1947
 JO0486_MARK LOGO: CGS
 JO0486_MAGNETIC: N = NO MAGNETIC MATERIAL
 JO0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0486+STABILITY: SURFACE MOTION
 JO0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0486+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 JO0486
 JO0486  HISTORY     - Date     Condition        Report By
 JO0486  HISTORY     - 1947     MONUMENTED       CGS
 JO0486  HISTORY     - 1976     GOOD             NGS
 JO0486  HISTORY     - 19941007 GOOD             NGS
 JO0486  HISTORY     - 20050801 GOOD             SUNENG
 JO0486
 JO0486                          STATION DESCRIPTION
 JO0486
 JO0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 JO0486'THE STATION IS LOCATED 3.3 MILES SOUTH OF MEADOW AND 3.0
 JO0486'MILES NORTH OF KANOSH AT THE JUNCTION OF THE HATTON ROAD
 JO0486'AND U.S. HIGHWAY 91.  THE STATION MARK IS A BRONZE DISK SET
 JO0486'110 FEET NORTHWEST OF A T ROAD INTERSECTION, 54 FEET WEST
 JO0486'OF THE CENTER LINE OF U.S. HIGHWAY 91, 10 FEET SOUTH OF A
 JO0486'WIRE FENCE, 9 FEET WEST OF A POWER LINE POLE AND 3 FEET NORTH
 JO0486'OF A WHITE WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED,
 JO0486'HATTON 1947.
 JO0486'
 JO0486'REFERENCE MARK NO. 1 IS U.S.G.S. B.M. H-134, SET 31 FEET WEST
 JO0486'OF THE CENTERLINE OF U.S. HIGHWAY 91, 1 FOOT WEST OF A WIRE
 JO0486'FENCE, PROJECTS 8 INCHES, IS SAME ELEVATION AS THE STATION
 JO0486'MARK AND IS STAMPED, H-134 4856 1931.
 JO0486'
 JO0486'REFERENCE MARK NO. 2 IS A BRONZE DISK SET 1 FOOT SOUTH OF A
 JO0486'WIRE FENCE, IS SAME ELEVATION AS THE STATION MARK, PROJECTS
 JO0486'6 INCHES AND IS STAMPED, HATTON NO 2 1947.
 JO0486'
 JO0486'THE AZIMUTH MARK IS A BRONZE DISK, SET 25 FEET SOUTH OF THE
 JO0486'CENTERLINE OF THE HATTON ROAD, 1 FOOT EAST OF A WHITE WITNESS
 JO0486'POST AND 6 INCHES NORTH OF A WIRE FENCE.  IT PROJECTS 6 INCHES
 JO0486'AND IS STAMPED, HATTON 1947.
 JO0486'
 JO0486'TO REACH THE STATION FROM MEADOW.  GO SOUTH ON U.S. HIGHWAY
 JO0486'91, 3.3 MILES TO A ROAD RIGHT AT SIGN, HATTON 2, AND STATION
 JO0486'ON RIGHT.  A DRIVE STATION.
 JO0486
 JO0486                          STATION RECOVERY (1976)
 JO0486
 JO0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JDS)
 JO0486'THE STATION MARK, REFERENCE MARK NUMBER 2 AND THE AZIMUTH MARK
 JO0486'WERE RECOVERED IN GOOD CONDITION.  U.S.G.S. B.M. H 134 IS SET IN
 JO0486'A CONCRETE POST WHICH IS DETERIORATING AND IS IN NEED OF REPAIR.
 JO0486'THE TO REACH IS ADEQUATE.
 JO0486'
 JO0486'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES EAST OF
 JO0486'HATTON.
 JO0486
 JO0486                          STATION RECOVERY (1994)
 JO0486
 JO0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 JO0486'STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTH OF MEADOW, 5 KM (3.10
 JO0486'MI) NORTH OF KANOSH, ALONG STATE HIGHWAY 133, AT THE TURNOFF TO
 JO0486'HATTON, IN LOW WEEDS, IN THE NORTHWEST ANGLE OF THE INTERSECTION, IN
 JO0486'THE NORTHWEST 1/4 OF SECTION 4, T 23 S, R 5 W.  OWNERSHIP--STATE
 JO0486'DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE UNDERPASS AT THE
 JO0486'JUNCTION OF INTERSTATE HIGHWAY 15 AND STATE HIGHWAY 133 AT MEADOW
 JO0486'(EXIT 158), GO SOUTH ON HIGHWAY 133 THROUGH TOWN FOR 6.20 KM (3.85 MI)
 JO0486'TO A PAVED ROAD RIGHT AND STATION ON THE RIGHT. STATION MARK IS A DISK
 JO0486'SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST PROJECTING 10 CM ABOVE
 JO0486'GROUND.  IT IS 17.9 M (58.7 FT) WEST OF THE HIGHWAY CENTER, 31.3 M
 JO0486'(102.7 FT) NORTH OF THE ROAD CENTER, 3.6 M (11.8 FT) SOUTH OF A FENCE,
 JO0486'0.6 M (2.0 FT) SOUTH OF A FIBERGLASS WITNESS POST, AND 11.5 M (37.7
 JO0486'FT) EAST-SOUTHEAST OF A POWERLINE POLE.
 JO0486
 JO0486                          STATION RECOVERY (2005)
 JO0486
 JO0486'RECOVERY NOTE BY SUNRISE ENGINEERING 2005 (BLC)
 JO0486'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0636 ***********************************************************************
 HO0636  DESIGNATION -  HAWKINS
 HO0636  PID         -  HO0636
 HO0636  STATE/COUNTY-  UT/WASHINGTON
 HO0636  COUNTRY     -  US
 HO0636  USGS QUAD   -  GOLDSTRIKE (2017)
 HO0636
 HO0636                         *CURRENT SURVEY CONTROL
 HO0636  ______________________________________________________________________
 HO0636* NAD 83(1994) POSITION- 37 28 31.21171(N) 113 54 41.92420(W)   ADJUSTED
 HO0636* NAVD 88 ORTHO HEIGHT -  2291.5   (meters)     7518.    (feet) VERTCON3
 HO0636  ______________________________________________________________________
 HO0636  GEOID HEIGHT    -        -23.522 (meters)                     GEOID18
 HO0636  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 HO0636  HORZ ORDER      -  FIRST
 HO0636
 HO0636.The horizontal coordinates were established by classical geodetic methods
 HO0636.and adjusted by the National Geodetic Survey in November 1997.
 HO0636
 HO0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0636
 HO0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0636.GEOID18 height accuracy estimate available here.
 HO0636
 HO0636.Click photographs - Photos may exist for this station.
 HO0636
 HO0636.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0636
 HO0636. The following values were computed from the NAD 83(1994) position.
 HO0636
 HO0636;                    North         East     Units Scale Factor Converg.
 HO0636;SPC UT S     - 3,092,499.015   286,709.999   MT  0.99996573   -1 28 39.3
 HO0636;SPC UT S     -10,145,973.85    940,647.72   sFT  0.99996573   -1 28 39.3
 HO0636;UTM  12      - 4,151,587.442   242,525.768   MT  1.00041666   -1 46 20.9
 HO0636
 HO0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0636!SPC UT S     -   0.99964423  x   0.99996573  =   0.99960997
 HO0636!UTM  12      -   0.99964423  x   1.00041666  =   1.00006074
 HO0636
 HO0636:                Primary Azimuth Mark                     Grid Az
 HO0636:SPC UT S     -  HAWKINS AZ MK                            273 04 46.3
 HO0636:UTM  12      -  HAWKINS AZ MK                            273 22 27.9
 HO0636
 HO0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG4252551587(NAD 83)
 HO0636
 HO0636|---------------------------------------------------------------------|
 HO0636| PID    Reference Object                     Distance      Geod. Az  |
 HO0636|                                                           dddmmss.s |
 HO0636| JO0557 LOS ANGELES SALT LK AWY BN 44                      0373501.1 |
 HO0636| HO0641 LOS ANGELES SALT LK AWY BN 37       APPROX.10.8 KM 0703020.6 |
 HO0636| CH2466 HAWKINS RM 2                          6.276 METERS 14406     |
 HO0636| CH2465 HAWKINS RM 1                          8.552 METERS 24724     |
 HO0636| CH2464 HAWKINS AZ MK                                      2713607.0 |
 HO0636|---------------------------------------------------------------------|
 HO0636
 HO0636                          SUPERSEDED SURVEY CONTROL
 HO0636
 HO0636  NAD 83(1986)-  37 28 31.20696(N)    113 54 41.92483(W) AD(       ) 1
 HO0636  NAD 27      -  37 28 31.28700(N)    113 54 39.00800(W) AD(       ) 1
 HO0636  NGVD 29 (07/19/86) 2290.3    (m)         7514.     (f) VERT ANG       
 HO0636
 HO0636.Superseded values are not recommended for survey control.
 HO0636
 HO0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0636.See file dsdata.pdf to determine how the superseded data were derived.
 HO0636
 HO0636_MARKER: DS = TRIANGULATION STATION DISK
 HO0636_SETTING: 66 = SET IN ROCK OUTCROP
 HO0636_STAMPING: HAWKINS 1925
 HO0636_MARK LOGO: CGS
 HO0636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0636+STABILITY: POSITION/ELEVATION WELL
 HO0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0636+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2018
 HO0636
 HO0636  HISTORY     - Date     Condition        Report By
 HO0636  HISTORY     - 1925     MONUMENTED       CGS
 HO0636  HISTORY     - 1938     GOOD             CGS
 HO0636  HISTORY     - 1944     GOOD             CGS
 HO0636  HISTORY     - 20180808 GOOD             INDIV
 HO0636
 HO0636                          STATION DESCRIPTION
 HO0636
 HO0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (WM)
 HO0636'ABOUT 15 MILES SOUTHWEST OF ENTERPRISE ON THE HIGHEST POINT
 HO0636'OF HAWKINS PEAK, LOCALLY KNOWN AS LOST MOUNTAIN.  THE STATION
 HO0636'IS BEST REACHED FROM ENTERPRISE BY TAKING THE ROAD UP SHOAL
 HO0636'CREEK TO THE NEW ENTERPRISE RESERVOIR, THEN TAKE THE LEFT-HAND
 HO0636'ROAD FOR 3 MILES, THEN OLD WAGON ROAD TO RIGHT FOR 2 MILES TO
 HO0636'LIMIT OF TRUCK TRAVEL.  THEN FOLLOW THE CANYON TO THE PEAK,
 HO0636'3 OR 4 MILES DISTANT.  THE STATION IS MARKED BY A STANDARD DISK
 HO0636'STATION MARK SET IN ROCK.
 HO0636
 HO0636                          STATION RECOVERY (1938)
 HO0636
 HO0636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0636'STATION IS LOCATED IN THE W PART OF UTAH IN THE W PART OF
 HO0636'WASHINGTON COUNTY JUST INSIDE THE SW BOUNDARY OF THE DIXIE
 HO0636'NATIONAL FOREST.  IT IS ON THE SMALL ROCKY TIP OF HAWKINS PEAK,
 HO0636'WHICH IS SOMETIMES KNOWN AS LOST PEAK.  IT IS ABOUT 35 MILES,
 HO0636'AIR LINE, NW OF ST. GEORGE, ABOUT 15 MILES WSW OF ENTERPRISE,
 HO0636'AND ABOUT 5 MILES E OF THE UTAH-NEVADA BOUNDARY.  THE PEAK,
 HO0636'AS SEEN FROM THE N OR NE, RISES OUT OF THE HEAD OF LOST CREEK
 HO0636'CANYON AND LIES IN A CRADLE BETWEEN TWO LESSER PEAKS ON EITHER
 HO0636'SIDE.
 HO0636'
 HO0636'ONLY REFERENCE MARK 1 WAS FOUND.  A U.S.G.S. R.M. MARK, SET
 HO0636'CLOSE BY, WAS USED AS REFERENCE MARK 2.
 HO0636'
 HO0636'THE AZIMUTH MARK IS SET IN THE FIRST HILL ABOUT 100 FEET LOWER
 HO0636'AND ABOUT 0.35 MILE W OF STATION.
 HO0636'
 HO0636'ALL MARKS SET IN BEDROCK.
 HO0636'
 HO0636'REACHED FROM THE CROSSROADS AT ENTERPRISE BY GOING DUE W ON
 HO0636'GRADED DIRT ROAD, WHICH LEADS AROUND THE N SIDE OF FLATTOP
 HO0636'MOUNTAIN, FOR 6.3 MILES TO A FORK ON THE W SIDE OF A WASH AND
 HO0636'A SIGN POINTING S MARKED ENTERPRISE RES. 6.  THENCE LEFT FORK,
 HO0636'GRADED DIRT ROAD, 1.4 MILES TO A LARGE SIGN ON RIGHT MARKED
 HO0636'DIXIE NATIONAL FOREST, THENCE STRAIGHT AHEAD ON MAIN TRAVELED
 HO0636'ROAD 3.2 MILES TO A FORK ON TOP OF A SMALL RIDGE JUST AFTER
 HO0636'PASSING THE ENTERPRISE RESERVOIR (PEAK AND STATION CAN BE SEEN
 HO0636'FROM ENTERPRISE RESERVOIR UP LOST CREEK CANYON TO THE SSW)
 HO0636'AND A SIGN MARKED ENTERPRISE RES. 1, THENCE RIGHT FORK 0.4
 HO0636'MILE TO A FORK.  THENCE LEFT FORK, TRACK ROAD, WHICH LEADS
 HO0636'AROUND THE E SIDE OF THE RESERVOIR, FOR 1.65 MILES TO A DIM
 HO0636'FORK ON TOP OF A SMALL RIDGE WHICH IS ABOUT 300 FEET E OF A
 HO0636'ROCK NIPPLE, AND ABOUT 150 FEET E OF A ROCK HUMP WHICH HAS
 HO0636'TWO PINION TREES GROWING OUT THE TOP.  HERE TURN RIGHT ON DIM
 HO0636'TRAIL (W AND SW) FOR 0.5 MILE TO A SIGN LOST CANYON WAY,
 HO0636'THENCE CONTINUE STRAIGHT AHEAD 0.2 MILE TO WHERE THE ROAD
 HO0636'CROSSES CREEK AND AS FAR AS TRUCK MAY BE DRIVEN.  THIS
 HO0636'PARTY CROSSED CREEK AND DROVE UP W SIDE ABOUT 0.2 MILE
 HO0636'FURTHER.  FROM HERE PACK UP THE RIGHT SIDE OF CREEK FOR ABOUT
 HO0636'500 YARDS, THEN BEAR RIGHT AND HIT TRAIL ABOUT 150 FEET
 HO0636'ABOVE CREEK BED.  FOLLOW TRAIL AROUND RIGHT SIDE OF FALLS AND
 HO0636'BACK INTO CREEK BED.  THENCE FOLLOW TRAIL ALONG CREEK
 HO0636'BOTTOM TO A FORK, THENCE KEEP STRAIGHT AHEAD ABOUT 15
 HO0636'MINUTES TO ANOTHER CREEK FORK, THENCE RIGHT FORK (W) BY ONE
 HO0636'SMALL WASH COMING IN FROM THE LEFT TO ANOTHER LARGER ONE ABOUT
 HO0636'100 YARDS ABOVE.  FROM HERE THE PEAK CAN BE SEEN UP THE VALLEY
 HO0636'TO THE SSW.  TURN LEFT (S) UP CREEK AND UP MOUNTAIN TO HIGHEST
 HO0636'POINT AND STATION.  STATION IS ABOUT 3-1/2-HOUR PACK FROM END
 HO0636'OF TRUCK TRAVEL.
 HO0636
 HO0636                          STATION RECOVERY (1944)
 HO0636
 HO0636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HO0636'STATION IS 5-1/2 MILES (AIR LINE) WSW OF THE ENTERPRISE
 HO0636'RESERVOIR AND ON A SHARP ROCKY PEAK LOCATED BETWEEN TWO LOWER
 HO0636'PEAKS OR SHOULDERS WHEN SEEN FROM THE NE OR N.
 HO0636'
 HO0636'STATION MARK IS A BRONZE STATION DISK STAMPED HAWKINS 1925
 HO0636'AND PROJECTS ABOUT 18 INCHES ABOVE THE GROUND.  IT IS ON THE
 HO0636'HIGHEST POINT OF THE PEAK.
 HO0636'
 HO0636'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED HAWKINS NO
 HO0636'1 1925 AND PROJECTS ABOUT 18 INCHES ABOVE THE GROUND.  IT IS
 HO0636'ABOUT 4-1/2 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 HO0636'
 HO0636'REFERENCE MARK 2 IS A U.S.G.S. REFERENCE-MARK DISK STAMPED
 HO0636'NO 2 AND IS FLUSH WITH THE GROUND.  IT IS ABOUT 2 FEET LOWER
 HO0636'IN ELEVATION THAN THE STATION MARK.
 HO0636'
 HO0636'AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED HAWKINS 1938
 HO0636'AND IS FLUSH WITH THE GROUND.  IT IS JUST E OF A 1-FOOT CAIRN
 HO0636'WITH A 2- BY 2-INCH POST STANDING IN THE CENTER TO A HEIGHT
 HO0636'OF 3 FEET.
 HO0636'
 HO0636'TO REACH FROM THE CROSSROADS AT ENTERPRISE, GO W ON GRADED DIRT
 HO0636'ROAD FOR 6.1 MILES TO A FORK AND SIGN ENTERPRISE RESERVOIR 4.0
 HO0636'MI.  TAKE THE LEFT FORK S TOWARD THE RESERVOIR FOR 4.6 MILES
 HO0636'TO A FORK AND SIGN ENTERPRISE RESERVOIR 1 MI.  HERE TAKE THE
 HO0636'RIGHT FORK W AND SW TOWARD THE RESERVOIR AND THEN AROUND THE
 HO0636'E AND S SIDE OF IT FOR 1.5 MILES TO A FORK AND GATE ACROSS
 HO0636'THE LEFT FORK.  TAKE THE LEFT FORK THROUGH THE GATE AND GO 0.6
 HO0636'MILE TO A FORK.  HERE TAKE THE RIGHT FORK FOR 0.5 MILE TO A
 HO0636'U.S. FOREST SERVICE SIGN LOST CANYON WAY.  CONTINUE ON THE
 HO0636'TRACK ROAD FOR 0.3 MILE ACROSS A CREEK TO THE END OF TRUCK
 HO0636'TRAVEL WHICH IS CLOSE TO THE SW BOUNDARY OF THE DIXIE
 HO0636'NATIONAL FOREST.  FROM HERE PACK SSW ALONG THE RIGHT SIDE OF
 HO0636'THE CREEK AND ABOUT 150 FEET ABOVE IT ON A TRAIL FOR 1/8 MILE
 HO0636'TO A FALLS IN THE CREEK BOTTOM TO THE LEFT.  FROM HERE
 HO0636'DROP INTO THE CREEK BOTTOM ON A TRAIL AND CONTINUE SSW FOR
 HO0636'1-1/4 MILES TO A WASH COMING IN FROM THE LEFT OR SE.
 HO0636'CONTINUE IN THE WASH WHICH TURNS RIGHT OR W FOR ABOUT 1/4 MILE
 HO0636'TO A LARGE WHITE GRANITE OUTCROP ON THE RIGHT.  HERE TURN
 HO0636'LEFT OR SSW UP A SMALLER WASH.  AFTER GOING ABOUT 150
 HO0636'YARDS THE PEAK AND STATION CAN BE SEEN 1-3/8 MILES AHEAD OR
 HO0636'SSW.  CONTINUE UP CREEK AND UP RIDGE TO THE RIGHT TO THE
 HO0636'TOP OF THE MOUNTAIN AND THE STATION.
 HO0636
 HO0636                          STATION RECOVERY (2018)
 HO0636
 HO0636'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (TWG)
 HO0636'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0580 ***********************************************************************
 HO0580  DESIGNATION -  HAYCOCK
 HO0580  PID         -  HO0580
 HO0580  STATE/COUNTY-  UT/GARFIELD
 HO0580  COUNTRY     -  US
 HO0580  USGS QUAD   -  HAYCOCK MOUNTAIN (2017)
 HO0580
 HO0580                         *CURRENT SURVEY CONTROL
 HO0580  ______________________________________________________________________
 HO0580* NAD 83(1994) POSITION- 37 43 08.64941(N) 112 35 00.84788(W)   ADJUSTED
 HO0580* NAVD 88 ORTHO HEIGHT -  2758.9   (meters)     9051.    (feet) VERTCON3
 HO0580  ______________________________________________________________________
 HO0580  GEOID HEIGHT    -        -20.186 (meters)                     GEOID18
 HO0580  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 HO0580  HORZ ORDER      -  SECOND
 HO0580
 HO0580.The horizontal coordinates were established by classical geodetic methods
 HO0580.and adjusted by the National Geodetic Survey in November 1997.
 HO0580
 HO0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0580
 HO0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0580.GEOID18 height accuracy estimate available here.
 HO0580
 HO0580.Click photographs - Photos may exist for this station.
 HO0580
 HO0580.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0580
 HO0580. The following values were computed from the NAD 83(1994) position.
 HO0580
 HO0580;                    North         East     Units Scale Factor Converg.
 HO0580;SPC UT S     - 3,117,352.534   404,472.294   MT  0.99995194   -0 39 50.0
 HO0580;SPC UT S     -10,227,514.11  1,327,006.18   sFT  0.99995194   -0 39 50.0
 HO0580;UTM  12      - 4,175,826.050   360,433.667   MT  0.99983992   -0 58 08.3
 HO0580
 HO0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0580!SPC UT S     -   0.99957042  x   0.99995194  =   0.99952238
 HO0580!UTM  12      -   0.99957042  x   0.99983992  =   0.99941041
 HO0580
 HO0580:                Primary Azimuth Mark                     Grid Az
 HO0580:SPC UT S     -  LITTLE CREEK                             352 45 18.3
 HO0580:UTM  12      -  LITTLE CREEK                             353 03 36.6
 HO0580
 HO0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG6043375826(NAD 83)
 HO0580
 HO0580|---------------------------------------------------------------------|
 HO0580| PID    Reference Object                     Distance      Geod. Az  |
 HO0580|                                                           dddmmss.s |
 HO0580| CH2468 HAYCOCK RM 2                         10.110 METERS 10509     |
 HO0580| HO0585 HENRIE                              APPROX.16.0 KM 2070853.2 |
 HO0580| CH2467 HAYCOCK RM 1                         14.978 METERS 35010     |
 HO0580| HO0578 LITTLE CREEK                        APPROX.18.1 KM 3520528.3 |
 HO0580|---------------------------------------------------------------------|
 HO0580
 HO0580                          SUPERSEDED SURVEY CONTROL
 HO0580
 HO0580  NAD 83(1986)-  37 43 08.64725(N)    112 35 00.84734(W) AD(       ) 2
 HO0580  NAD 27      -  37 43 08.73144(N)    112 34 58.07316(W) AD(       ) 2
 HO0580  NGVD 29 (07/19/86) 2757.5    (m)         9047.     (f) VERT ANG       
 HO0580
 HO0580.Superseded values are not recommended for survey control.
 HO0580
 HO0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0580.See file dsdata.pdf to determine how the superseded data were derived.
 HO0580
 HO0580_MARKER: DD = SURVEY DISK
 HO0580_SETTING: 66 = SET IN ROCK OUTCROP
 HO0580
 HO0580  HISTORY     - Date     Condition        Report By
 HO0580  HISTORY     - 1971     MONUMENTED       USGS
 HO0580
 HO0580                          STATION DESCRIPTION
 HO0580
 HO0580'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HO0580'RM 1 TO RM 2 NOT MEASURED
 HO0580'
 HO0580'LOCATED ABOUT 10.5 MI SW. OF PANGUITCH.  10.5 MI W. OF
 HO0580'HILLSDALE.  9.5 MI NW. OF HATCH.  ON TOP OF HAYCOCK MOUNTAINS.
 HO0580'
 HO0580'TO REACH FROM STOP LIGHT IN PANGUITCH, DRIVE 15.3 MI S. ON
 HO0580'PANGUITCH LAKE RD. TO THE HATCH MOUNTAIN RD..  TURN LEFT FOR 0.35
 HO0580'MI TO SECOND T-INTERSECTION LEFT.  TURN LEFT AND DRIVE 2.3 MI TO
 HO0580'Y-INTERSECTION RIGHT, TURN RIGHT ON TRACK RD. AND KEEP RIGHT AT
 HO0580'NEXT TWO Y-INTERSECTIONS FOR 0.5 MI TO END OF TRACK RD..  DRIVE
 HO0580'UP RIDGE LINE (4-WHEEL DRIVE) 0.4 MI TO TOP AND STATION.
 HO0580'
 HO0580'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED HAYCOCK
 HO0580'1971 CEMENTED IN A DRILL HOLE IN ROCK, PROJECTING ABOUT 1.3 FT
 HO0580'ABOVE GROUND.
 HO0580'
 HO0580'REFERENCE MARK NO. 1--A STANDARD USGS BRASS TABLET STAMPED
 HO0580'HAYCOCK 1971 NO 1 CEMENTED IN A DRILL HOLE IN ROCK.
 HO0580'
 HO0580'REFERENCE MARK NO. 2--A STANDARD USGS BRASS TABLET STAMPED
 HO0580'HAYCOCK 1971 NO 2 CEMENTED IN A ROCK DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1127 ***********************************************************************
 LO1127  DESIGNATION -  HAYDEN PEAK TARGET
 LO1127  PID         -  LO1127
 LO1127  STATE/COUNTY-  UT/SUMMIT
 LO1127  COUNTRY     -  US
 LO1127  USGS QUAD   -  HAYDEN PEAK (2017)
 LO1127
 LO1127                         *CURRENT SURVEY CONTROL
 LO1127  ______________________________________________________________________
 LO1127* NAD 83(1994) POSITION- 40 44 08.31748(N) 110 50 38.91506(W)   ADJUSTED
 LO1127  ______________________________________________________________________
 LO1127  GEOID HEIGHT    -        -12.619 (meters)                     GEOID18
 LO1127  LAPLACE CORR    -         11.66  (seconds)                    DEFLEC18
 LO1127  HORZ ORDER      -  THIRD
 LO1127
 LO1127.The horizontal coordinates were established by classical geodetic methods
 LO1127.and adjusted by the National Geodetic Survey in November 1997.
 LO1127
 LO1127.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1127.GEOID18 height accuracy estimate available here.
 LO1127
 LO1127.Click photographs - Photos may exist for this station.
 LO1127
 LO1127.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1127
 LO1127. The following values were computed from the NAD 83(1994) position.
 LO1127
 LO1127;                    North         East     Units Scale Factor Converg.
 LO1127;SPC UT N     - 1,044,885.223   555,399.832   MT  0.99999699   +0 25 56.8
 LO1127;SPC UT N     - 3,428,094.27  1,822,174.28   sFT  0.99999699   +0 25 56.8
 LO1127;SPC UT C     - 2,266,917.428   555,401.271   MT  1.00002244   +0 25 12.5
 LO1127;SPC UT C     - 7,437,378.26  1,822,179.00   sFT  1.00002244   +0 25 12.5
 LO1127;UTM  12      - 4,509,423.365   513,160.040   MT  0.99960213   +0 06 06.1
 LO1127
 LO1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL1316009423(NAD 83)
 LO1127
 LO1127                          SUPERSEDED SURVEY CONTROL
 LO1127
 LO1127  NAD 83(1993)-  40 44 08.31575(N)    110 50 38.91571(W) AD(       ) 3
 LO1127  NAD 83(1986)-  40 44 08.29963(N)    110 50 38.91110(W) AD(       ) 3
 LO1127  NAD 27      -  40 44 08.50200(N)    110 50 36.30100(W) AD(       ) 3
 LO1127
 LO1127.Superseded values are not recommended for survey control.
 LO1127
 LO1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1127.See file dsdata.pdf to determine how the superseded data were derived.
 LO1127
 LO1127_MARKER: Z = SEE DESCRIPTION
 LO1127_SETTING: 0 = UNSPECIFIED SETTING
 LO1127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO1127
 LO1127  HISTORY     - Date     Condition        Report By
 LO1127  HISTORY     - 1962     MONUMENTED       CGS
 LO1127
 LO1127                          STATION DESCRIPTION
 LO1127
 LO1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO1127'STATION IS ON THE HIGHEST POINT OF HAYDEN PEAK, ABOUT 18
 LO1127'MILES SOUTH OF THE UTAH-WYOMING STATE LINE, 3 MILES WEST
 LO1127'OF THE SUMMIT-DUCHESNE COUNTY LINE 3 MILES NORTHEAST OF MIRROR
 LO1127'LAKE AND ON THE WEST BOUNDARY OF THE WILDERNESS AREA.
 LO1127'
 LO1127'THE STATION IS A TARGET ON THE HIGHEST POINT OF THE PEAK.  THIS
 LO1127'STATION WAS NOT VISITED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DN6718 ***********************************************************************
 DN6718  HT_MOD      -  This is a Height Modernization Survey Station.
 DN6718  DESIGNATION -  HC 1
 DN6718  PID         -  DN6718
 DN6718  STATE/COUNTY-  UT/SAN JUAN
 DN6718  COUNTRY     -  US
 DN6718  USGS QUAD   -  HALLS CROSSING (2017)
 DN6718
 DN6718                         *CURRENT SURVEY CONTROL
 DN6718  ______________________________________________________________________
 DN6718* NAD 83(2011) POSITION- 37 27 28.36953(N) 110 43 21.20159(W)   ADJUSTED
 DN6718* NAD 83(2011) ELLIP HT-  1157.274 (meters)        (06/27/12)   ADJUSTED
 DN6718* NAD 83(2011) EPOCH   -  2010.00
 DN6718* NAVD 88 ORTHO HEIGHT -  1179.83  (meters)     3870.8   (feet) GPS OBS
 DN6718  ______________________________________________________________________
 DN6718  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DN6718  GEOID HEIGHT    -        -22.518 (meters)                     GEOID09
 DN6718  GEOID HEIGHT    -        -22.476 (meters)                     GEOID18
 DN6718  NAD 83(2011) X  - -1,794,043.789 (meters)                     COMP
 DN6718  NAD 83(2011) Y  - -4,742,152.313 (meters)                     COMP
 DN6718  NAD 83(2011) Z  -  3,858,558.185 (meters)                     COMP
 DN6718  LAPLACE CORR    -          1.80  (seconds)                    DEFLEC18
 DN6718
 DN6718  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6718  Standards:
 DN6718         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6718            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6718  -------------------------------------------------------------------
 DN6718  NETWORK    0.31   0.73           0.14   0.11   0.37      0.00699291
 DN6718  -------------------------------------------------------------------
 DN6718  Click here for local accuracies and other accuracy information.
 DN6718
 DN6718.The horizontal coordinates were established by GPS observations
 DN6718.and adjusted by the National Geodetic Survey in June 2012.
 DN6718
 DN6718.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6718.been affixed to the stable North American tectonic plate. See 
 DN6718.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6718
 DN6718.The horizontal coordinates are valid at the epoch date displayed above
 DN6718.which is a decimal equivalence of Year/Month/Day.
 DN6718
 DN6718.The orthometric height was determined by GPS observations and a
 DN6718.high-resolution geoid model using precise GPS observation and
 DN6718.processing techniques.
 DN6718
 DN6718.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6718.GEOID18 height accuracy estimate available here.
 DN6718
 DN6718.Click photographs - Photos may exist for this station.
 DN6718
 DN6718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6718
 DN6718.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6718
 DN6718.The ellipsoidal height was determined by GPS observations
 DN6718.and is referenced to NAD 83.
 DN6718
 DN6718. The following values were computed from the NAD 83(2011) position.
 DN6718
 DN6718;                    North         East     Units Scale Factor Converg.
 DN6718;SPC UT S     - 3,088,097.202   568,781.393   MT  0.99996741   +0 28 34.8
 DN6718;SPC UT S     -10,131,532.24  1,866,076.95   sFT  0.99996741   +0 28 34.8
 DN6718;UTM  12      - 4,145,704.632   524,537.089   MT  0.99960742   +0 10 07.5
 DN6718
 DN6718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6718!SPC UT S     -   0.99981843  x   0.99996741  =   0.99978584
 DN6718!UTM  12      -   0.99981843  x   0.99960742  =   0.99942592
 DN6718
 DN6718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2453745704(NAD 83)
 DN6718
 DN6718                          SUPERSEDED SURVEY CONTROL
 DN6718
 DN6718  NAD 83(2007)-  37 27 28.36891(N)    110 43 21.20192(W) AD(2002.00) B
 DN6718  ELLIP H (03/19/12) 1157.299  (m)                       GP(2002.00) 3 1
 DN6718
 DN6718.Superseded values are not recommended for survey control.
 DN6718
 DN6718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6718.See file dsdata.pdf to determine how the superseded data were derived.
 DN6718
 DN6718_MARKER: DH = HORIZONTAL CONTROL DISK
 DN6718_SETTING: 66 = SET IN ROCK OUTCROP
 DN6718_STAMPING: HC 1 2006
 DN6718_MARK LOGO: NGS
 DN6718_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN6718_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN6718+STABILITY: POSITION/ELEVATION WELL
 DN6718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6718+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2006
 DN6718
 DN6718  HISTORY     - Date     Condition        Report By
 DN6718  HISTORY     - 20060509 MONUMENTED       NGS
 DN6718
 DN6718                          STATION DESCRIPTION
 DN6718
 DN6718'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 DN6718'THE STATION IS NORTH AND WEST OF THE HALL'S CROSSING CAMPGROUND ON AN
 DN6718'EXPOSED OUTCROP OF SANDSTONE BEDROCK.
 DN6718'
 DN6718'TO REACH THE STATION FROM THE FEE STATION AT THE ENTRANCE TO HALL'S
 DN6718'CROSSING, PROCEED NORTHERLY 0.2 MILES (0.3 KM) ON UTAH HIGHWAY 276 TO
 DN6718'THE ENTRANCE OF THE CAMPGROUND ON THE LEFT (WEST).  PROCEED 0.3 MILES
 DN6718'(0.5 KM) INTO THE CAMPGROUND TO A DIRT TRACK HEADING WESTERLY ALONG A
 DN6718'BURIED SEWER LINE FROM THE WEST AND NORTH END OF THE CAMPGROUND.
 DN6718'PROCEED WEST APPROXIMATELY 0.16 MILES (0.25 KM) DOWN THE DIRT TRACK,
 DN6718'PASSING TWO MANHOLES ON THE RIGHT (WEST), AND PARK.  THE STATION IS
 DN6718'APPROXIMATELY 140 M (459.3 FT) ON A TRUE BEARING OF 303 FROM THIS SPOT
 DN6718'ON THE TRACK.
 DN6718'
 DN6718'THE STATION IS A BRASS DISK, STAMPED HC 1 2006, SET IN EXPOSED
 DN6718'SANDSTONE BEDROCK.  IT IS APPROXIMATELY 17.1 M (56.1 FT) EASTERLY (115
 DN6718'MAGNETIC) OF THE HIGHEST POINT OF EXPOSED SANDSTONE.  IT IS IN A
 DN6718'T-SHAPED OUTCROP APPROX.  2.5 M (8.2 FT) ACROSS THE TOP OF THE T AND 4
 DN6718'M (13.1 FT) ALONG THE SHAFT OF THE T.
 DN6718'
 DN6718'A SHORT (1M) CARSONITE WITNESS POST IS 0.62M SOUTHEAST OF THE MARK.
 DN6718'
 DN6718'STATIONS HC 2, FH 6, BF 2, AND U 148 ARE VISIBLE FROM THIS STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DN6719 ***********************************************************************
 DN6719  HT_MOD      -  This is a Height Modernization Survey Station.
 DN6719  DESIGNATION -  HC 2
 DN6719  PID         -  DN6719
 DN6719  STATE/COUNTY-  UT/SAN JUAN
 DN6719  COUNTRY     -  US
 DN6719  USGS QUAD   -  HALLS CROSSING (2017)
 DN6719
 DN6719                         *CURRENT SURVEY CONTROL
 DN6719  ______________________________________________________________________
 DN6719* NAD 83(2011) POSITION- 37 27 51.25338(N) 110 42 53.06979(W)   ADJUSTED
 DN6719* NAD 83(2011) ELLIP HT-  1117.939 (meters)        (06/27/12)   ADJUSTED
 DN6719* NAD 83(2011) EPOCH   -  2010.00
 DN6719* NAVD 88 ORTHO HEIGHT -  1140.48  (meters)     3741.7   (feet) GPS OBS
 DN6719  ______________________________________________________________________
 DN6719  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DN6719  GEOID HEIGHT    -        -22.503 (meters)                     GEOID09
 DN6719  GEOID HEIGHT    -        -22.461 (meters)                     GEOID18
 DN6719  NAD 83(2011) X  - -1,793,234.155 (meters)                     COMP
 DN6719  NAD 83(2011) Y  - -4,741,966.317 (meters)                     COMP
 DN6719  NAD 83(2011) Z  -  3,859,094.362 (meters)                     COMP
 DN6719  LAPLACE CORR    -          1.63  (seconds)                    DEFLEC18
 DN6719
 DN6719  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6719  Standards:
 DN6719         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6719            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6719  -------------------------------------------------------------------
 DN6719  NETWORK    0.31   0.74           0.14   0.11   0.38      0.00876292
 DN6719  -------------------------------------------------------------------
 DN6719  Click here for local accuracies and other accuracy information.
 DN6719
 DN6719.The horizontal coordinates were established by GPS observations
 DN6719.and adjusted by the National Geodetic Survey in June 2012.
 DN6719
 DN6719.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6719.been affixed to the stable North American tectonic plate. See 
 DN6719.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN6719
 DN6719.The horizontal coordinates are valid at the epoch date displayed above
 DN6719.which is a decimal equivalence of Year/Month/Day.
 DN6719
 DN6719.The orthometric height was determined by GPS observations and a
 DN6719.high-resolution geoid model using precise GPS observation and
 DN6719.processing techniques.
 DN6719
 DN6719.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6719.GEOID18 height accuracy estimate available here.
 DN6719
 DN6719.Click photographs - Photos may exist for this station.
 DN6719
 DN6719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN6719
 DN6719.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6719
 DN6719.The ellipsoidal height was determined by GPS observations
 DN6719.and is referenced to NAD 83.
 DN6719
 DN6719. The following values were computed from the NAD 83(2011) position.
 DN6719
 DN6719;                    North         East     Units Scale Factor Converg.
 DN6719;SPC UT S     - 3,088,808.429   569,466.801   MT  0.99996679   +0 28 52.0
 DN6719;SPC UT S     -10,133,865.65  1,868,325.66   sFT  0.99996679   +0 28 52.0
 DN6719;UTM  12      - 4,146,411.915   525,226.058   MT  0.99960784   +0 10 24.7
 DN6719
 DN6719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6719!SPC UT S     -   0.99982460  x   0.99996679  =   0.99979140
 DN6719!UTM  12      -   0.99982460  x   0.99960784  =   0.99943251
 DN6719
 DN6719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2522646411(NAD 83)
 DN6719
 DN6719                          SUPERSEDED SURVEY CONTROL
 DN6719
 DN6719  NAD 83(2007)-  37 27 51.25276(N)    110 42 53.07012(W) AD(2002.00) B
 DN6719  ELLIP H (03/19/12) 1117.964  (m)                       GP(2002.00) 3 1
 DN6719
 DN6719.Superseded values are not recommended for survey control.
 DN6719
 DN6719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6719.See file dsdata.pdf to determine how the superseded data were derived.
 DN6719
 DN6719_MARKER: DH = HORIZONTAL CONTROL DISK
 DN6719_SETTING: 66 = SET IN ROCK OUTCROP
 DN6719_STAMPING: HC 2 2006
 DN6719_MARK LOGO: NGS
 DN6719_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN6719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN6719+STABILITY: POSITION/ELEVATION WELL
 DN6719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN6719+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2006
 DN6719
 DN6719  HISTORY     - Date     Condition        Report By
 DN6719  HISTORY     - 20060509 MONUMENTED       NGS
 DN6719
 DN6719                          STATION DESCRIPTION
 DN6719
 DN6719'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 DN6719'THE STATION IS AT THE ENTRANCE TO THE PERMANENT LOCATION OF THE HALL'S
 DN6719'CROSSING MARINA - NOTE THAT THE MARINA LOCATION MAY CHANGE WITH THE
 DN6719'LAKE'S WATER LEVEL  DO NOT ASSUME SIGNS TO THE MARINA WILL GUIDE YOU
 DN6719'TO THE CORRECT LOCATION UNLESS THE SIGN IS MULTI-COLORED CONCRETE AND
 DN6719'VERY PERMANENT.
 DN6719'
 DN6719'TO REACH THE STATION FROM THE FEE STATION AT THE ENTRANCE TO HALL'S
 DN6719'CROSSING, PROCEED NORTHERLY 0.65 MILES (1.0 KM) ON UTAH HIGHWAY 276 TO
 DN6719'A LEFT TURN MARKED WITH A LARGE, MULTI-COLORED  MARINA  SIGN.  TURN
 DN6719'LEFT AND PROCEED APPROXIMATELY 50 M (164.0 FT) TO THE STATION ON THE
 DN6719'RIGHT.
 DN6719'
 DN6719'THE STATION IS A BRASS DISK, STAMPED HC 2 2006, SET IN EXPOSED
 DN6719'SANDSTONE BEDROCK.  IT IS 12.6 M (41.3 FT) FROM THE BASE OF THE
 DN6719'MARINA  SIGN AND 12.7 M (41.7 FT) TO THE NORTH EDGE OF THE PAVEMENT OF
 DN6719'THE ROAD TO THE MARINA AND RAMP.
 DN6719'
 DN6719'A SHORT (1M) CARSONITE WITNESS POST IS SET 1.83M SOUTHWEST OF THE
 DN6719'STATION.
 DN6719'
 DN6719'STATIONS HC 1, BF 2 AND FH 6.ARE VISIBLE FROM THIS STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0773 ***********************************************************************
 LO0773  DESIGNATION -  HEAVEN
 LO0773  PID         -  LO0773
 LO0773  STATE/COUNTY-  UT/UTAH
 LO0773  COUNTRY     -  US
 LO0773  USGS QUAD   -  SPRINGVILLE (2017)
 LO0773
 LO0773                         *CURRENT SURVEY CONTROL
 LO0773  ______________________________________________________________________
 LO0773* NAD 83(1994) POSITION- 40 10 10.37011(N) 111 32 19.81265(W)   ADJUSTED
 LO0773* NAVD 88 ORTHO HEIGHT -  2336.9   (meters)     7667.    (feet) VERTCON3
 LO0773  ______________________________________________________________________
 LO0773  GEOID HEIGHT    -        -16.596 (meters)                     GEOID18
 LO0773  LAPLACE CORR    -          6.14  (seconds)                    DEFLEC18
 LO0773  HORZ ORDER      -  FIRST
 LO0773
 LO0773.The horizontal coordinates were established by classical geodetic methods
 LO0773.and adjusted by the National Geodetic Survey in November 1997.
 LO0773
 LO0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0773
 LO0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0773.GEOID18 height accuracy estimate available here.
 LO0773
 LO0773.Click photographs - Photos may exist for this station.
 LO0773
 LO0773.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0773
 LO0773. The following values were computed from the NAD 83(1994) position.
 LO0773
 LO0773;                    North         East     Units Scale Factor Converg.
 LO0773;SPC UT C     - 2,203,856.235   496,692.067   MT  0.99991583   -0 01 29.6
 LO0773;SPC UT C     - 7,230,485.00  1,629,563.89   sFT  0.99991583   -0 01 29.6
 LO0773;UTM  12      - 4,446,714.750   454,118.893   MT  0.99962591   -0 20 51.3
 LO0773
 LO0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0773!SPC UT C     -   0.99963614  x   0.99991583  =   0.99955200
 LO0773!UTM  12      -   0.99963614  x   0.99962591  =   0.99926218
 LO0773
 LO0773:                Primary Azimuth Mark                     Grid Az
 LO0773:SPC UT C     -  HEAVEN AZ MK                             057 04 40.8
 LO0773:UTM  12      -  HEAVEN AZ MK                             057 24 02.5
 LO0773
 LO0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK5411846714(NAD 83)
 LO0773
 LO0773|---------------------------------------------------------------------|
 LO0773| PID    Reference Object                     Distance      Geod. Az  |
 LO0773|                                                           dddmmss.s |
 LO0773| CM4831 HEAVEN RM 1                          13.335 METERS 03956     |
 LO0773| CM4830 HEAVEN AZ MK                                       0570311.2 |
 LO0773| CM4832 HEAVEN RM 2                           8.276 METERS 23328     |
 LO0773|---------------------------------------------------------------------|
 LO0773
 LO0773                          SUPERSEDED SURVEY CONTROL
 LO0773
 LO0773  NAD 83(1993)-  40 10 10.37000(N)    111 32 19.81145(W) AD(       ) 1
 LO0773  NAD 83(1986)-  40 10 10.36077(N)    111 32 19.80750(W) AD(       ) 1
 LO0773  NAD 27      -  40 10 10.50600(N)    111 32 17.12000(W) AD(       ) 1
 LO0773  NGVD 29 (07/19/86) 2335.8    (m)         7663.     (f) VERT ANG       
 LO0773
 LO0773.Superseded values are not recommended for survey control.
 LO0773
 LO0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0773.See file dsdata.pdf to determine how the superseded data were derived.
 LO0773
 LO0773_MARKER: DS = TRIANGULATION STATION DISK
 LO0773_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LO0773_STAMPING: HEAVEN 1947
 LO0773_MARK LOGO: CGS
 LO0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0773
 LO0773  HISTORY     - Date     Condition        Report By
 LO0773  HISTORY     - 1947     MONUMENTED       CGS
 LO0773
 LO0773                          STATION DESCRIPTION
 LO0773
 LO0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LO0773'THE STATION IS LOCATED ON A HIGH RIDGE WHICH IS ON THE NORTH
 LO0773'SIDE OF HOBBLE CREEK AND TO THE SOUTH OF POLE HAVEN CREEK, WHICH
 LO0773'IS A SHORT CREEK ON THE NORTH SIDE OF THE RIDGE RUNNING BACK
 LO0773'TO THE SOUTHWEST.  ABOUT 7.5 MILES AIR LINE SOUTHEAST OF
 LO0773'PROVO.  ABOUT 7.0 MILES AIR LINE NORTHEAST OF SPANISH FORK.
 LO0773'ABOUT 4.0 MILES AIR LINE EAST OF SPRINGVILLE.  THE STATION
 LO0773'IS AT THE SOUTHWEST END OF THE HIGH PART OF THE RIDGE EXTENDING
 LO0773'DOWN FROM HIGHER PEAKS A SHORT WAYS TO THE NORTHEAST.  ON THE
 LO0773'HIGHEST POINT IN THIS IMMEDIATE AREA WHERE THE RIDGE BEGINS A
 LO0773'GENTLE SLOPE TO NORTHWEST AND SOUTHEAST.  6 FEET NORTHEAST
 LO0773'OF A 4 X 4 WHITE WITNESS POST.  FLUSH AND IS STAMPED HEAVEN
 LO0773'1947.
 LO0773'
 LO0773'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN
 LO0773'STATION, IN A SMALL SADDLE, 9 FEET WEST OF THE SOUTHEAST BRIM,
 LO0773'FLUSH AND IS STAMPED HEAVEN NO 1 1947.
 LO0773'
 LO0773'REFERENCE MARK NO. 2 IS APPROXIMATELY 3 FEET LOWER THAN
 LO0773'STATION AT THE BASE OF A SLIGHT GRADE DOWN FROM STATION, 12
 LO0773'FEET NORTHWEST OF A DIM TRAIL, FLUSH AND IS STAMPED HEAVEN NO
 LO0773'2 1947.
 LO0773'
 LO0773'THE AZIMUTH MARK IS ON A HIGHER POINT THAN THE STATION, 18
 LO0773'FEET SOUTHWEST OF A SMALL ROCK CAIRN ON THE SOUTH SLOPE OF
 LO0773'RIDGE, 4 FEET LOWER THAN BRIM OF RIDGE, PROJECTS 8 INCHES
 LO0773'AND IS STAMPED HEAVEN 1947.
 LO0773'
 LO0773'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 50, 89 AND 91 IN
 LO0773'SPRINGVILLE.  GO EAST ON U.S. HIGHWAYS 50 AND 89 FOR 0.4 MILE
 LO0773'TO A POINT WHERE HIGHWAY TURNS RIGHT (S).  CONTINUE STRAIGHT
 LO0773'AHEAD EAST FOR 0.9 MILE TO A T INTERSECTION.  TURN RIGHT AND
 LO0773'FOLLOW THE MAIN TRAVELED ROAD EAST AND SOUTH UP HOBBLE CREEK
 LO0773'CANYON FOR 5.2 MILES TO FORK AND SIGN LEFT FORK HOBBLE CREEK,
 LO0773'RIGHT FORK HOBBLE CREEK.  TAKE LEFT FORK AND GO 2.25 MILES
 LO0773'TO A SIDE ROAD LEFT UP POLE HEAVEN CREEK.  TURN LEFT AND
 LO0773'FOLLOW THIS ROAD FOR 0.75 MILE TO A BOARD GATE.  PASS THROUGH
 LO0773'GATE AND CONTINUE UP MOUNTAIN FOR 2.7 MILES TO A FENCE LINE
 LO0773'AND WIRE GATE AT A POLE CORRAL ON LEFT.  THIS IS THE END
 LO0773'OF TRUCK TRAVEL FOR REGULAR TRUCKS.  GO TO THE END OF CORRAL
 LO0773'THEN LEFT ON A NEW GRADED ROAD THAT IS VERY STEEP.  WITH A
 LO0773'4 WHEEL DRIVE VEHICLE FOLLOW THIS STEEP ROAD FOR 1.0 MILE TO
 LO0773'SUMMIT.  THENCE RIGHT (S) FOR 100 YARDS TO STATION SITE.
 LO0773'ANY 4 WHEEL DRIVE VEHICLE CAN BE DRIVEN TO STATION IN DRY
 LO0773'WEATHER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0743 ***********************************************************************
 LO0743  DESIGNATION -  HEBER
 LO0743  PID         -  LO0743
 LO0743  STATE/COUNTY-  UT/WASATCH
 LO0743  COUNTRY     -  US
 LO0743  USGS QUAD   -  HEBER MOUNTAIN (2017)
 LO0743
 LO0743                         *CURRENT SURVEY CONTROL
 LO0743  ______________________________________________________________________
 LO0743* NAD 83(1994) POSITION- 40 26 03.24158(N) 111 11 04.08727(W)   ADJUSTED
 LO0743* NAVD 88 ORTHO HEIGHT -  3112.5   (meters)    10212.    (feet) VERTCON3
 LO0743  ______________________________________________________________________
 LO0743  GEOID HEIGHT    -        -14.795 (meters)                     GEOID18
 LO0743  LAPLACE CORR    -         11.20  (seconds)                    DEFLEC18
 LO0743  HORZ ORDER      -  THIRD
 LO0743
 LO0743.The horizontal coordinates were established by classical geodetic methods
 LO0743.and adjusted by the National Geodetic Survey in November 1997.
 LO0743
 LO0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0743
 LO0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0743.GEOID18 height accuracy estimate available here.
 LO0743
 LO0743.Click photographs - Photos may exist for this station.
 LO0743
 LO0743.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0743
 LO0743. The following values were computed from the NAD 83(1994) position.
 LO0743
 LO0743;                    North         East     Units Scale Factor Converg.
 LO0743;SPC UT C     - 2,233,291.672   526,771.684   MT  0.99995346   +0 12 07.6
 LO0743;SPC UT C     - 7,327,057.76  1,728,250.10   sFT  0.99995346   +0 12 07.6
 LO0743;UTM  12      - 4,475,971.068   484,353.999   MT  0.99960301   -0 07 10.7
 LO0743
 LO0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0743!SPC UT C     -   0.99951430  x   0.99995346  =   0.99946778
 LO0743!UTM  12      -   0.99951430  x   0.99960301  =   0.99911750
 LO0743
 LO0743:                Primary Azimuth Mark                     Grid Az
 LO0743:SPC UT C     -  BALD KNOLL                               242 35 37.1
 LO0743:UTM  12      -  BALD KNOLL                               242 54 55.4
 LO0743
 LO0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK8435375971(NAD 83)
 LO0743
 LO0743|---------------------------------------------------------------------|
 LO0743| PID    Reference Object                     Distance      Geod. Az  |
 LO0743|                                                           dddmmss.s |
 LO0743| LO0741 BALD KNOLL                          APPROX. 3.8 KM 2424744.7 |
 LO0743|---------------------------------------------------------------------|
 LO0743
 LO0743                          SUPERSEDED SURVEY CONTROL
 LO0743
 LO0743  NAD 83(1993)-  40 26 03.24082(N)    111 11 04.08568(W) AD(       ) 3
 LO0743  NAD 83(1986)-  40 26 03.22807(N)    111 11 04.07731(W) AD(       ) 3
 LO0743  NAD 27      -  40 26 03.40992(N)    111 11 01.47214(W) AD(       ) 3
 LO0743  NGVD 29 (07/19/86) 3111.0    (m)        10207.     (f) VERT ANG       
 LO0743
 LO0743.Superseded values are not recommended for survey control.
 LO0743
 LO0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0743.See file dsdata.pdf to determine how the superseded data were derived.
 LO0743
 LO0743_MARKER: DD = SURVEY DISK
 LO0743_SETTING: 0 = UNSPECIFIED SETTING
 LO0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0743
 LO0743  HISTORY     - Date     Condition        Report By
 LO0743  HISTORY     - 1964     MONUMENTED       USGS
 LO0743
 LO0743                          STATION DESCRIPTION
 LO0743
 LO0743'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LO0743'LOCATED ABOUT 14 MI. N. OF STRAWBERRY JUNCTION, 13 MI. SE. OF  HEBER,
 LO0743'ON THE WESTERNMOST OF A DOUBLE-TOPPED MOUNTAIN KNOWN AS HEBER
 LO0743'MOUNTAIN.
 LO0743'
 LO0743'TO REACH FROM JUNCTION OF U.S. HIGHWAY 189 AND STATE HIGHWAY 35 IN
 LO0743'FRANCES, GO SE. ON HIGHWAY 35 FOR 15.1 MI. TO FORKS, TAKE RIGHT FORK
 LO0743'7.2 MI. UP MILL HOLLOW, PASSING MILL HOLLOW GUARD STATION AND A
 LO0743'RESERVOIR TO A THREE-WAY RD. FORK, CONTINUE STRAIGHT 0.3 MI. TO A
 LO0743'TRACK RD. ON RIGHT AND SIGN ---MT HEBER---, TURN RIGHT UPHILL TO  TOP
 LO0743'OF RIDGE 0.1 MI. TO FORKS, TAKE LEFT FORK 1.7 MI. TO FORKS, TAKE LEFT
 LO0743'FORK 1.4 MI. TO FORKS AND SIGN ---MT HEBER---, TAKE LEFT FORK ABOUT
 LO0743'0.4 MI. TO OPEN TOP ON W. END OF RIDGE AND STATION.
 LO0743'
 LO0743'STATION MARK - STANDARD TABLET STAMPED ---HEBER 1964--- SET IN TOP
 LO0743'CONCRETE MONUMENT PROJECTING 0.2 FT. ABOVE GROUND.
 LO0743'
 LO0743'REFERENCE MARK NO.1 - USGS BM TABLET UNSTAMPED, SET IN TOP OF
 LO0743'ROCK PROJECTING 0.3 FT. ABOVE GROUND,
 LO0743'9.62 FT. FROM STATION MARK,
 LO0743'N 28 DEG 35 MIN E.
 LO0743'
 LO0743'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.2
 LO0743'1964--- SET IN A DRILL HOLE IN TOP OF BOULDER IN PLACE, 37.73 FT.
 LO0743'FROM STATION MARK, S 40 DEG 29 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5834 ***********************************************************************
 AI5834  DESIGNATION -  HEBER GPS BASE STATION ARP
 AI5834  PID         -  AI5834
 AI5834  STATE/COUNTY-  UT/WASATCH
 AI5834  COUNTRY     -  US
 AI5834  USGS QUAD   -  FRANCIS (2017)
 AI5834
 AI5834                         *CURRENT SURVEY CONTROL
 AI5834  ______________________________________________________________________
 AI5834* NAD 83(2011) POSITION- 40 30 50.73793(N) 111 22 21.73565(W)   ADJUSTED
 AI5834* NAD 83(2011) ELLIP HT-  1807.139 (meters)        (06/27/12)   ADJUSTED
 AI5834* NAD 83(2011) EPOCH   -  2010.00
 AI5834* NAVD 88 ORTHO HEIGHT -  1822.7   (meters)     5980.    (feet) GPS OBS
 AI5834  ______________________________________________________________________
 AI5834  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5834  GEOID HEIGHT    -        -15.572 (meters)                     GEOID09
 AI5834  GEOID HEIGHT    -        -15.558 (meters)                     GEOID18
 AI5834  NAD 83(2011) X  - -1,770,122.114 (meters)                     COMP
 AI5834  NAD 83(2011) Y  - -4,523,161.028 (meters)                     COMP
 AI5834  NAD 83(2011) Z  -  4,122,723.815 (meters)                     COMP
 AI5834  LAPLACE CORR    -         10.08  (seconds)                    DEFLEC18
 AI5834
 AI5834  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5834  Standards:
 AI5834         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5834            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5834  -------------------------------------------------------------------
 AI5834  NETWORK    0.12   0.31           0.05   0.05   0.16      0.03159639
 AI5834  -------------------------------------------------------------------
 AI5834  Click here for local accuracies and other accuracy information.
 AI5834
 AI5834.The horizontal coordinates were established by GPS observations
 AI5834.and adjusted by the National Geodetic Survey in June 2012.
 AI5834
 AI5834.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5834.been affixed to the stable North American tectonic plate. See 
 AI5834.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5834
 AI5834.The horizontal coordinates are valid at the epoch date displayed above
 AI5834.which is a decimal equivalence of Year/Month/Day.
 AI5834
 AI5834.The orthometric height was determined by GPS observations and a
 AI5834.high-resolution geoid model.
 AI5834
 AI5834.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5834.GEOID18 height accuracy estimate available here.
 AI5834
 AI5834.Click photographs - Photos may exist for this station.
 AI5834
 AI5834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5834
 AI5834.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5834
 AI5834.The ellipsoidal height was determined by GPS observations
 AI5834.and is referenced to NAD 83.
 AI5834
 AI5834. The following values were computed from the NAD 83(2011) position.
 AI5834
 AI5834;                    North         East     Units Scale Factor Converg.
 AI5834;SPC UT C     - 2,242,119.748   510,787.971   MT  0.99996902   +0 04 53.6
 AI5834;SPC UT C     - 7,356,021.21  1,675,810.20   sFT  0.99996902   +0 04 53.6
 AI5834;UTM  12      - 4,484,885.865   468,425.898   MT  0.99961227   -0 14 31.6
 AI5834
 AI5834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5834!SPC UT C     -   0.99971660  x   0.99996902  =   0.99968563
 AI5834!UTM  12      -   0.99971660  x   0.99961227  =   0.99932898
 AI5834
 AI5834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK6842584885(NAD 83)
 AI5834
 AI5834                          SUPERSEDED SURVEY CONTROL
 AI5834
 AI5834  NAD 83(2007)-  40 30 50.73759(N)    111 22 21.73645(W) AD(2002.00) 0
 AI5834  ELLIP H (02/10/07) 1807.154  (m)                       GP(2002.00)    
 AI5834  NAD 83(1994)-  40 30 50.73720(N)    111 22 21.73610(W) AD(       ) A
 AI5834  ELLIP H (06/28/00) 1807.179  (m)                       GP(       ) 4 1
 AI5834  NAVD 88 (06/28/00) 1822.6    (m)  GEOID99  model used  GPS OBS        
 AI5834
 AI5834.Superseded values are not recommended for survey control.
 AI5834
 AI5834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5834.See file dsdata.pdf to determine how the superseded data were derived.
 AI5834
 AI5834_MARKER: Z = SEE DESCRIPTION
 AI5834_SETTING: 0 = UNSPECIFIED SETTING
 AI5834_MARK LOGO: NONE
 AI5834_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5834+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2000
 AI5834
 AI5834  HISTORY     - Date     Condition        Report By
 AI5834  HISTORY     - 1996     MONUMENTED
 AI5834  HISTORY     - 19990615 GOOD             NGS
 AI5834  HISTORY     - 20000118 GOOD             NGS
 AI5834
 AI5834                          STATION DESCRIPTION
 AI5834
 AI5834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AI5834'THE STATION IS A GPS BASE STATION ARP.
 AI5834
 AI5834                          STATION RECOVERY (2000)
 AI5834
 AI5834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AI5834'THE STATION IS A CORS SITE LOCATED IN HEBER CITY, UT AS PART OF THE
 AI5834'BASIN AND RANGE GEODETIC NETWORK (BARGN) OPERATED BY THE
 AI5834'HARVARD-SMITHSONIAN CENTER FOR ASTROPHYSICS.  THE EQUIPMENT IS A
 AI5834'TRIMBLE 4000SSI RECEIVER WITH A TRIMBLE-DORN MARGOLIN CHOKE RING
 AI5834'ANTENNA.  DATA AND SITE LOGS ARE AVAILABLE THROUGH THE SCRIPPS ORBIT
 AI5834'AND PERMANENT ARRAY CENTER (SOPAC) AT //LOX.UCSD.EDU/CGI-BIN/SHOWSI...
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0513 ***********************************************************************
 KN0513  DESIGNATION -  HELPER
 KN0513  PID         -  KN0513
 KN0513  STATE/COUNTY-  UT/CARBON
 KN0513  COUNTRY     -  US
 KN0513  USGS QUAD   -  HELPER (2017)
 KN0513
 KN0513                         *CURRENT SURVEY CONTROL
 KN0513  ______________________________________________________________________
 KN0513* NAD 83(1994) POSITION- 39 40 57.20918(N) 110 50 38.96041(W)   NO CHECK
 KN0513* NAVD 88 ORTHO HEIGHT -  1915.2   (meters)     6283.    (feet) VERTCON3
 KN0513  ______________________________________________________________________
 KN0513  GEOID HEIGHT    -        -16.397 (meters)                     GEOID18
 KN0513  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 KN0513  HORZ ORDER      -  THIRD
 KN0513
 KN0513.The horizontal coordinates were established by classical geodetic methods
 KN0513.and adjusted by the National Geodetic Survey in November 1997.
 KN0513
 KN0513.No horizontal observational check was made to the station.
 KN0513
 KN0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0513
 KN0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0513.GEOID18 height accuracy estimate available here.
 KN0513
 KN0513.Click photographs - Photos may exist for this station.
 KN0513
 KN0513.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0513
 KN0513. The following values were computed from the NAD 83(1994) position.
 KN0513
 KN0513;                    North         East     Units Scale Factor Converg.
 KN0513;SPC UT C     - 2,149,995.042   556,257.553   MT  0.99990234   +0 25 12.4
 KN0513;SPC UT C     - 7,053,775.40  1,824,988.32   sFT  0.99990234   +0 25 12.4
 KN0513;UTM  12      - 4,392,536.846   513,364.224   MT  0.99960220   +0 05 58.2
 KN0513
 KN0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0513!SPC UT C     -   0.99970220  x   0.99990234  =   0.99960457
 KN0513!UTM  12      -   0.99970220  x   0.99960220  =   0.99930452
 KN0513
 KN0513:                Primary Azimuth Mark                     Grid Az
 KN0513:SPC UT C     -  HELPER AZ MK                             330 08 53.8
 KN0513:UTM  12      -  HELPER AZ MK                             330 28 08.0
 KN0513
 KN0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ1336492536(NAD 83)
 KN0513
 KN0513|---------------------------------------------------------------------|
 KN0513| PID    Reference Object                     Distance      Geod. Az  |
 KN0513|                                                           dddmmss.s |
 KN0513| CM7410 HELPER RM 1                           8.852 METERS 19430     |
 KN0513| CM7411 HELPER RM 2                          21.190 METERS 23225     |
 KN0513| CM7409 HELPER AZ MK                                       3303406.2 |
 KN0513|---------------------------------------------------------------------|
 KN0513
 KN0513                          SUPERSEDED SURVEY CONTROL
 KN0513
 KN0513  NAD 83(1993)-  39 40 57.20936(N)    110 50 38.96035(W) AD(       ) 3
 KN0513  NAD 83(1986)-  39 40 57.19994(N)    110 50 38.95343(W) AD(       ) 3
 KN0513  NAD 27      -  39 40 57.33334(N)    110 50 36.38415(W) AD(       ) 3
 KN0513  NGVD 29 (07/19/86) 1914.1    (m)         6280.     (f) VERT ANG       
 KN0513
 KN0513.Superseded values are not recommended for survey control.
 KN0513
 KN0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0513.See file dsdata.pdf to determine how the superseded data were derived.
 KN0513
 KN0513_MARKER: DS = TRIANGULATION STATION DISK
 KN0513_SETTING: 66 = SET IN ROCK OUTCROP
 KN0513
 KN0513  HISTORY     - Date     Condition        Report By
 KN0513  HISTORY     - 1976     MONUMENTED       NGS
 KN0513
 KN0513                          STATION DESCRIPTION
 KN0513
 KN0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KN0513'STATION IS LOCATED ON A HIGH HILL, ABOUT 1/2 MILE SOUTHEAST OF THE
 KN0513'TOWN OF HELPER, 0.35 MILE SOUTH OF THE MOUNTAIN VIEW CEMETERY AND
 KN0513'IN A POSITION WHEN OCCUPIED FOR AN OBSERVER TO VIEW THE WHOLE
 KN0513'TOWN OF HELPER.
 KN0513'
 KN0513'STATION IS REACHED FROM THE POST OFFICE IN HELPER.  GO NORTHERLY ON
 KN0513'MAIN STREET FOR 0.15 MILE TO JANET STREET.  TURN RIGHT AND GO
 KN0513'EASTERLY ON JANET STREET FOR 0.15 MILE TO SECOND STREET.  TURN
 KN0513'RIGHT AND GO SOUTHERLY ON SECOND STREET FOR 0.25 MILE TO SPRUCE
 KN0513'STREET.  GO EASTERLY ON SPRUCE STREET AND CEMETERY ROAD FOR 0.25
 KN0513'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR
 KN0513'0.05 MILE TO THE ENTRANCE GATE TO THE MOUNTAIN VIEW CEMETERY.
 KN0513'TURN RIGHT AND FOLLOW ALONG THE CEMETERY FENCELINE FOR 0.05 MILE
 KN0513'TO THE SOUTHWEST CORNER OF THE CEMETERY FENCELINE.  TURN RIGHT
 KN0513'AND GO EASTERLY ALONG THE SOUTH SIDE OF THE CEMETERY
 KN0513'FENCELINE FOR 0.1 MILE TO A CABLE ACROSS ROAD.  PASS THROUGH
 KN0513'CABLE GATE AND FOLLOW A BLADED ROAD UPHILL, SOUTHEASTERLY FOR
 KN0513'0.35 MILE TO TOP OF HILL.  TURN RIGHT AND GO SOUTHWESTERLY ON
 KN0513'A TRACK ROAD FOR ABOUT 150 FEET.  TURN RIGHT AND CROSS SOME
 KN0513'VERY ROUGH GROUND FOR 50 FEET TO EDGE OF HILL AND STATION.
 KN0513'
 KN0513'STATION IS A STANDARD STATION MARK DISK, STAMPED HELPER 1976,
 KN0513'CEMENTED IN A DRILL HOLE, IN THE TOP OF OUTCROPPING BEDROCK
 KN0513'MEASURING 6 FOOT X 4 FOOT AND PROJECTS ABOUT 3 INCHES.  MARK IS 50
 KN0513'FEET NORTHWEST OF A TRACK ROAD, 16 FEET NORTH-NORTHEAST OF A
 KN0513'METAL WITNESS POST AND 6 FEET EAST-SOUTHEAST OF THE EDGE OF A ROCKY
 KN0513'CLIFF EDGE.
 KN0513'
 KN0513'REFERENCE MARK NUMBER 1 IS A REFERENCE MARK DISK, STAMPED HELPER
 KN0513'NO 1 1976, CEMENTED IN A DRILL HOLE, IN THE TOP OF OUTCROPPING
 KN0513'BEDROCK MEASURING 2 FOOT X 1-1/2 FOOT AND PROJECTING 6 INCHES.
 KN0513'MARK IS 38 FEET WEST-NORTHWEST OF THE TRACK ROAD, 16 FEET
 KN0513'EAST-SOUTHEAST OF THE EDGE OF CLIFF AND 13.7 FEET SOUTH-SOUTHEAST
 KN0513'OF THE METAL WITNESS POST.
 KN0513'
 KN0513'REFERENCE MARK NUMBER 2 IS A REFERENCE MARK DISK, STAMPED HELPER
 KN0513'NO 2 1976, CEMENTED IN A DRILL HOLE, IN THE TOP OF OUTCROPPING
 KN0513'BEDROCK MEASURING 1-1/2 FOOT X 1-1/2 FOOT AND PROJECTING 4 INCHES.
 KN0513'MARK IS 63 FEET WEST-NORTHWEST OF THE TRACK ROAD, 54.6 FEET
 KN0513'WEST-SOUTHWEST OF THE METAL WITNESS POST AND 9 FEET
 KN0513'EAST-SOUTHEAST OF THE EDGE OF CLIFF.
 KN0513'
 KN0513'AZIMUTH MARK IS AN AZIMUTH MARK DISK, STAMPED HELPER 1976, CEMENTED
 KN0513'IN A DRILL HOLE, IN THE TOP OF OUTCROPPING BEDROCK MEASURING ABOUT
 KN0513'3 FOOT X 3 FOOT AND PROJECTING 3 INCHES.  MARK IS 95 FEET
 KN0513'WEST-NORTHWEST OF CEMETERY ROAD AND 3 FEET SOUTHEAST OF A METAL
 KN0513'WITNESS POST.
 KN0513'
 KN0513'NEAREST TOWN--HELPER.
 KN0513'
 KN0513'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0689 ***********************************************************************
 MR0689  DESIGNATION -  HENEFER
 MR0689  PID         -  MR0689
 MR0689  STATE/COUNTY-  UT/SUMMIT
 MR0689  COUNTRY     -  US
 MR0689  USGS QUAD   -  HENEFER (2017)
 MR0689
 MR0689                         *CURRENT SURVEY CONTROL
 MR0689  ______________________________________________________________________
 MR0689* NAD 83(1994) POSITION- 41 03 57.39869(N) 111 25 15.97486(W)   ADJUSTED
 MR0689* NAVD 88 ORTHO HEIGHT -  2464.8   (meters)     8087.    (feet) VERTCON3
 MR0689  ______________________________________________________________________
 MR0689  GEOID HEIGHT    -        -15.831 (meters)                     GEOID18
 MR0689  LAPLACE CORR    -          7.27  (seconds)                    DEFLEC18
 MR0689  HORZ ORDER      -  FIRST
 MR0689
 MR0689.The horizontal coordinates were established by classical geodetic methods
 MR0689.and adjusted by the National Geodetic Survey in November 1997.
 MR0689
 MR0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0689
 MR0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0689.GEOID18 height accuracy estimate available here.
 MR0689
 MR0689.Click photographs - Photos may exist for this station.
 MR0689
 MR0689.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0689
 MR0689. The following values were computed from the NAD 83(1994) position.
 MR0689
 MR0689;                    North         East     Units Scale Factor Converg.
 MR0689;SPC UT N     - 1,081,358.823   506,631.046   MT  0.99996202   +0 03 07.3
 MR0689;SPC UT N     - 3,547,758.07  1,662,172.02   sFT  0.99996202   +0 03 07.3
 MR0689;UTM  12      - 4,546,162.934   464,619.775   MT  0.99961541   -0 16 35.9
 MR0689
 MR0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0689!SPC UT N     -   0.99961601  x   0.99996202  =   0.99957804
 MR0689!UTM  12      -   0.99961601  x   0.99961541  =   0.99923156
 MR0689
 MR0689:                Primary Azimuth Mark                     Grid Az
 MR0689:SPC UT N     -  HENEFER RM 3 AZIMUTH                     165 44 33.2
 MR0689:UTM  12      -  HENEFER RM 3 AZIMUTH                     166 04 16.4
 MR0689
 MR0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL6461946162(NAD 83)
 MR0689
 MR0689|---------------------------------------------------------------------|
 MR0689| PID    Reference Object                     Distance      Geod. Az  |
 MR0689|                                                           dddmmss.s |
 MR0689| CM4838 HENEFER RM 1                          4.998 METERS 12108     |
 MR0689| CM4837 HENEFER AZ MK                                      1642418.5 |
 MR0689| CM4840 HENEFER RM 3 AZIMUTH                               1654740.5 |
 MR0689| LO0818 PORCUPINE PK AIR BCN PROP TYPE      APPROX.23.8 KM 2013708.9 |
 MR0689| LO0817 AIR BCN 1A 14 MI E SALT LAKE        APPROX.38.1 KM 2061915.2 |
 MR0689| CM4839 HENEFER RM 2                          5.539 METERS 23639     |
 MR0689|---------------------------------------------------------------------|
 MR0689
 MR0689                          SUPERSEDED SURVEY CONTROL
 MR0689
 MR0689  NAD 83(1993)-  41 03 57.39877(N)    111 25 15.97483(W) AD(       ) 1
 MR0689  NAD 83(1986)-  41 03 57.38572(N)    111 25 15.96431(W) AD(       ) 1
 MR0689  NAD 27      -  41 03 57.57886(N)    111 25 13.24868(W) AD(       ) 1
 MR0689  NGVD 29 (07/19/86) 2463.5    (m)         8082.     (f) VERT ANG       
 MR0689
 MR0689.Superseded values are not recommended for survey control.
 MR0689
 MR0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0689.See file dsdata.pdf to determine how the superseded data were derived.
 MR0689
 MR0689_MARKER: DS = TRIANGULATION STATION DISK
 MR0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0689
 MR0689  HISTORY     - Date     Condition        Report By
 MR0689  HISTORY     - 1938     MONUMENTED       CGS
 MR0689  HISTORY     - 1966     GOOD             USGS
 MR0689  HISTORY     - 1974     GOOD             NGS
 MR0689
 MR0689                          STATION DESCRIPTION
 MR0689
 MR0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 MR0689'ABOUT 5 MILES AIRLINE NORTHEAST OF HENEFER, UTAH, ABOUT 6-1/2
 MR0689'MILES WEST OF DEVILS SLIDE, UTAH, AND ABOUT 6 MILES NORTH
 MR0689'OF ECHO, UTAH.  STATION IS ON THE TOP OF A BARE ROUNDED
 MR0689'PEAK WHICH IS THE HIGHEST GROUND IN THE IMMEDIATE VICINITY.
 MR0689'THERE ARE HIGHER PEAKS ON THE SAME MOUNTAIN RANGE TO THE
 MR0689'EASTWARD.
 MR0689'
 MR0689'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 MR0689'DISKS SET IN CONCRETE.
 MR0689'
 MR0689'REFERENCE MARK NO. 1 IS NORTHEAST OF AND ABOUT ONE FOOT LOWER
 MR0689'IN ELEVATION.  REFERENCE MARK NO. 2 IS SOUTHWEST OF AND AT
 MR0689'ABOUT THE SAME ELEVATION AS THE STATION.  AZIMUTH MARK IS
 MR0689'ABOUT 1/2 MILE EAST-SOUTHEAST OF THE STATION AND ABOUT
 MR0689'20 FEET LOWER IN ELEVATION.  IT IS ON THE NORTH SLOPE OF A
 MR0689'WOODED KNOLL ABOUT 50 FEET SOUTHWEST OF THE ROAD TO THE STATION.
 MR0689'
 MR0689'TO REACH THE STATION FROM HENEFER, UTAH, GO EAST ON U.S. 30
 MR0689'FOR 0.6 MILE TO RR UNDERPASS.  THENCE CONTINUE ON U.S. 30
 MR0689'FOR 1.4 MILES TO A DIM TRAIL ROAD TO THE LEFT UP THE EAST
 MR0689'SIDE OF SMALL CANYON WHICH IS OPPOSITE A RAILWAY SEMAPHORE
 MR0689'SIGNAL THAT IS ON SOUTH SIDE OF RAILROAD.  THENCE LEAVE U.S.
 MR0689'HIGHWAY 30 HERE AND FOLLOW THIS VERY DIM TRAIL ROAD NORTH
 MR0689'UP CANYON FOR 0.2 MILE.  THENCE TURN SHARP RIGHT UP NARROW
 MR0689'CUT ON SIDE OF RIDGE FOR 0.1 MILE TO TOP OF RIDGE.  THENCE
 MR0689'TURN LEFT AND GO NORTH AND EAST ON VERY DIM TRACK ROAD UP
 MR0689'RIDGE FOR 3.95 MILES TO SMALL CORRAL ON LEFT OF ROAD.
 MR0689'THENCE CONTINUE NORTH ON TRAIL ROAD UP RIDGE THRU BRUSH FOR
 MR0689'0.4 MILE TO DIM FORK.  THENCE TAKE LEFT FORK,
 MR0689'NORTHWESTERLY, AROUND RIGHT SIDE OF SMALL KNOLL 0.4 MILE TO
 MR0689'TWO TALL CUT POLES IN SMALL SADDLE ON RIDGE.  CONTINUE
 MR0689'STRAIGHT AHEAD NORTHERLY ON TRAIL ROAD 1.1 MILES TO GATE IN
 MR0689'EAST AND WEST FENCE.  THENCE PASS THRU GATE AND CONTINUE 0.6
 MR0689'MILE TO FORK (LEFT FORK GOES DOWN HILL TO SPRING ABOUT 300
 MR0689'YARDS).  THENCE CONTINUE STRAIGHT AHEAD ON RIGHT FORK NORTH
 MR0689'0.1 MILE TO BARE SADDLE AND ROAD SEEMS TO END.  THENCE
 MR0689'CONTINUE UP STEEP BARE HILL TO NORTH FOR 0.25 MILE TO
 MR0689'HIGHEST POINT AND STATION SITE.
 MR0689
 MR0689                          STATION RECOVERY (1966)
 MR0689
 MR0689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MR0689'RECOVERED IN GOOD CONDITION.
 MR0689
 MR0689                          STATION RECOVERY (1974)
 MR0689
 MR0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 MR0689'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 MR0689'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND
 MR0689'REFERENCE MARK 3 WAS ESTABLISHED.  THE DISTANCE AND DIRECTION TO
 MR0689'REFERENCE MARKS 1 AND 2 COMPARED WITH THE OLD DATA.  A NEW
 MR0689'DESCRIPTION FOLLOWS--
 MR0689'
 MR0689'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF ECHO, 5 MILES
 MR0689'NORTHEAST OF HENEFER, ON THE TOP OF A ROCK COVERED PEAK, AND NEAR
 MR0689'THE NE 1/4 SECTION 19, T 4 N, R 5 E.  THE PROPERTY IS OWNED BY
 MR0689'THE DESERET LAND AND LIVESTOCK COMPANY.
 MR0689'
 MR0689'TO REACH THE STATION FROM THE POST OFFICE IN ECHO, GO EASTERLY
 MR0689'ON OLD U.S. HIGHWAY 30 FOR 0.9 MILE TO A STOP SIGN.  CONTINUE
 MR0689'AHEAD, EASTERLY, ON THE OLD HIGHWAY FOR 0.15 MILE TO A SIDE ROAD
 MR0689'LEFT.  TURN LEFT AND GO NORTHERLY, UPHILL, ON THE GRAVEL TRACK
 MR0689'ROAD FOR 0.2 MILE TO A CABLE GATE.  PASS THROUGH GATE AND
 MR0689'CONTINUE NORTHERLY UPHILL FOR 0.4 MILE TO A T-ROAD.  TURN RIGHT
 MR0689'AND GO NORTHEASTERLY UPHILL ON THE ROCKY TRACK ROAD FOR 3.0
 MR0689'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON THE
 MR0689'TRACK ROAD FOR 1.2 MILES TO A T-ROAD AND AN OLD CORRAL.  TURN
 MR0689'LEFT AND CONTINUE IN A NORTHERLY DIRECTION FOR 0.05 MILE TO A
 MR0689'FORK.  KEEP RIGHT FORK AND GO NORTHERLY ON THE TRACK ROAD FOR
 MR0689'1.25 MILES TO A DIM FORK.  KEEP RIGHT FORK AND CONTINUE
 MR0689'NORTHERLY ON TRACK ROAD FOR 0.15 MILE TO A GATE IN AN
 MR0689'EAST-WEST FENCE LINE.  PASS THROUGH GATE AND GO
 MR0689'NORTHEASTERLY ON THE TRACK ROAD FOR 0.35 MILE TO A DIM CROSS-ROAD
 MR0689'AND RM 3 ON THE LEFT.  BEAR RIGHT AND GO NORTH ON THE TRACK
 MR0689'ROAD FOR 0.2 MILE TO A SIDE ROAD LEFT.  CONTINUE NORTH ON THE
 MR0689'TRACK ROAD FOR 0.1 MILE TO A FORK.  KEEP THE LEFT FORK, UPHILL,
 MR0689'AND GO NORTH ON THE ROCKY TRACK ROAD FOR 0.2 MILE TO THE TOP OF
 MR0689'THE HILL AND THE STATION.
 MR0689'
 MR0689'THE STATION MARK IS A STANDARD DISK STAMPED HENEFER 1938, CEMENTED
 MR0689'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 MR0689'INCHES ABOVE THE GROUND.  IT IS 5 FEET SOUTHWEST OF A METAL
 MR0689'WITNESS POST.
 MR0689'
 MR0689'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HENEFER NO 1 1938,
 MR0689'CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 MR0689'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT LOWER
 MR0689'THAN THE STATION AND 16 FEET SOUTH OF A METAL WITNESS POST.
 MR0689'
 MR0689'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HENEFER NO 2 1938,
 MR0689'CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 MR0689'PROJECTS 6 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION
 MR0689'AS THE STATION.  IT IS 23.5 FEET SOUTHWEST OF A METAL WITNESS
 MR0689'POST.
 MR0689'
 MR0689'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HENEFER NO 3 AZ 1974,
 MR0689'BRAZED TO THE TOP OF 2-INCH GALVANIZED IRON PIPE THAT PROJECTS 10
 MR0689'INCHES ABOVE THE GROUND.  IT IS 44 FEET SOUTHWEST OF THE CENTER
 MR0689'OF THE TRACK ROAD, 2.6 FEET NORTHWEST OF A METAL WITNESS POST, AND
 MR0689'IN A SMALL CLEARING IN THE TREE COVERED AREA.
 MR0689'
 MR0689'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 MR0689'
 MR0689'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MR0689'5 MILES NORTHEAST OF HENEFER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5806 ***********************************************************************
 AI5806  CBN         -  This is a Cooperative Base Network Control Station.
 AI5806  DESIGNATION -  HENNA
 AI5806  PID         -  AI5806
 AI5806  STATE/COUNTY-  UT/SALT LAKE
 AI5806  COUNTRY     -  US
 AI5806  USGS QUAD   -  DRAPER (2017)
 AI5806
 AI5806                         *CURRENT SURVEY CONTROL
 AI5806  ______________________________________________________________________
 AI5806* NAD 83(2011) POSITION- 40 37 21.14423(N) 111 47 57.20194(W)   ADJUSTED
 AI5806* NAD 83(2011) ELLIP HT-  1464.588 (meters)        (06/27/12)   ADJUSTED
 AI5806* NAD 83(2011) EPOCH   -  2010.00
 AI5806* NAVD 88 ORTHO HEIGHT -  1481.1   (meters)     4859.    (feet) GPS OBS
 AI5806  ______________________________________________________________________
 AI5806  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5806  GEOID HEIGHT    -        -16.457 (meters)                     GEOID09
 AI5806  GEOID HEIGHT    -        -16.479 (meters)                     GEOID18
 AI5806  NAD 83(2011) X  - -1,800,738.064 (meters)                     COMP
 AI5806  NAD 83(2011) Y  - -4,502,343.473 (meters)                     COMP
 AI5806  NAD 83(2011) Z  -  4,131,651.220 (meters)                     COMP
 AI5806  LAPLACE CORR    -         20.53  (seconds)                    DEFLEC18
 AI5806
 AI5806  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5806  Standards:
 AI5806         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5806            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5806  -------------------------------------------------------------------
 AI5806  NETWORK    0.62   1.37           0.28   0.22   0.70     -0.08326909
 AI5806  -------------------------------------------------------------------
 AI5806  Click here for local accuracies and other accuracy information.
 AI5806
 AI5806.The horizontal coordinates were established by GPS observations
 AI5806.and adjusted by the National Geodetic Survey in June 2012.
 AI5806
 AI5806.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5806.been affixed to the stable North American tectonic plate. See 
 AI5806.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5806
 AI5806.The horizontal coordinates are valid at the epoch date displayed above
 AI5806.which is a decimal equivalence of Year/Month/Day.
 AI5806
 AI5806.The orthometric height was determined by GPS observations and a
 AI5806.high-resolution geoid model.
 AI5806
 AI5806.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5806.GEOID18 height accuracy estimate available here.
 AI5806
 AI5806.Click photographs - Photos may exist for this station.
 AI5806
 AI5806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5806
 AI5806.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5806
 AI5806.The ellipsoidal height was determined by GPS observations
 AI5806.and is referenced to NAD 83.
 AI5806
 AI5806. The following values were computed from the NAD 83(2011) position.
 AI5806
 AI5806;                    North         East     Units Scale Factor Converg.
 AI5806;SPC UT C     - 2,254,196.659   474,681.983   MT  0.99999328   -0 11 30.0
 AI5806;SPC UT C     - 7,395,643.54  1,557,352.47   sFT  0.99999328   -0 11 30.0
 AI5806;UTM  12      - 4,497,163.773   432,401.813   MT  0.99965624   -0 31 13.3
 AI5806
 AI5806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5806!SPC UT C     -   0.99977031  x   0.99999328  =   0.99976359
 AI5806!UTM  12      -   0.99977031  x   0.99965624  =   0.99942663
 AI5806
 AI5806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK3240197163(NAD 83)
 AI5806
 AI5806                          SUPERSEDED SURVEY CONTROL
 AI5806
 AI5806  NAD 83(2007)-  40 37 21.14391(N)    111 47 57.20272(W) AD(2002.00) 0
 AI5806  ELLIP H (02/10/07) 1464.601  (m)                       GP(2002.00)    
 AI5806  NAD 83(1994)-  40 37 21.14341(N)    111 47 57.20219(W) AD(       ) A
 AI5806  ELLIP H (06/28/00) 1464.615  (m)                       GP(       ) 4 1
 AI5806  NAVD 88 (06/28/00) 1481.1    (m)  GEOID99  model used  GPS OBS        
 AI5806
 AI5806.Superseded values are not recommended for survey control.
 AI5806
 AI5806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5806.See file dsdata.pdf to determine how the superseded data were derived.
 AI5806
 AI5806_MARKER: DD = SURVEY DISK
 AI5806_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI5806_SP_SET: CONCRETE AQUEDUCT INSPECTION BOX
 AI5806_STAMPING: 1887+798 485602 HENA 1999
 AI5806_MARK LOGO: BOR
 AI5806_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5806+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2012
 AI5806
 AI5806  HISTORY     - Date     Condition        Report By
 AI5806  HISTORY     - UNK      MONUMENTED       BOR
 AI5806  HISTORY     - 19990615 GOOD             SLCS
 AI5806  HISTORY     - 20051012 GOOD             INDIV
 AI5806  HISTORY     - 20120426 GOOD             GEOCAC
 AI5806
 AI5806                          STATION DESCRIPTION
 AI5806
 AI5806'DESCRIBED BY SALT LAKE COUNTY SURVEYOR 1999 (JP)
 AI5806'THE STATION IS LOCATED ABOUT 18.5 KM (11.50 MI) SOUTHEAST OF SALT LAKE
 AI5806'CITY, 6.4 KM (3.95 MI) NORTHEAST OF SANDY AND 5.6 KM (3.45 MI) EAST OF
 AI5806'UNION.  OWNERSHIP--SALT LAKE CITY WATER DEPARTMENT.  TO REACH FROM THE
 AI5806'JUNCTION STATE HIGHWAYS 190 AND 210 (3750 EAST WASATCH BOULEVARD, AT
 AI5806'THE MOUTH OF BIG COTTONWOOD CANYON) AND FORT UNION BOULEVARD (7200
 AI5806'SOUTH) GO WEST ON FORT UNION BOULEVARD FOR 1.0 KM (0.60 MI) TO A SIDE
 AI5806'ROAD LEFT, NUTREE DRIVE, AND A BUS STOP AND THE STATION ON THE RIGHT.
 AI5806'THE STATION IS A BUREAU OF RECLAMATION DISK SET IN TOP CENTER OF THE
 AI5806'SOUTH SIDE OF A 1.5 M (4.9 FT) BY 1.8 M (5.9 FT) CONRETE AQUEDUCT
 AI5806'INSPECTION BOX WITH STEEL DOORS.  IT IS 39.6 M (129.9 FT) NORTH OF THE
 AI5806'CENTER OF FORT UNION BOULEVARD AND 0.9 M (3.0 FT) NORTHWEST OF A METAL
 AI5806'WITNESS POST.
 AI5806
 AI5806                          STATION RECOVERY (2005)
 AI5806
 AI5806'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RW)
 AI5806'RECOVERED IN GOOD CONDITION.
 AI5806
 AI5806                          STATION RECOVERY (2012)
 AI5806
 AI5806'RECOVERY NOTE BY GEOCACHING 2012 (SMC)
 AI5806'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0585 ***********************************************************************
 HO0585  DESIGNATION -  HENRIE
 HO0585  PID         -  HO0585
 HO0585  STATE/COUNTY-  UT/GARFIELD
 HO0585  COUNTRY     -  US
 HO0585  USGS QUAD   -  HENRIE KNOLLS (2017)
 HO0585
 HO0585                         *CURRENT SURVEY CONTROL
 HO0585  ______________________________________________________________________
 HO0585* NAD 83(1994) POSITION- 37 35 28.06734(N) 112 39 57.59042(W)   ADJUSTED
 HO0585* NAVD 88 ORTHO HEIGHT -  2822.7   (meters)     9261.    (feet) VERTCON3
 HO0585  ______________________________________________________________________
 HO0585  GEOID HEIGHT    -        -20.277 (meters)                     GEOID18
 HO0585  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC18
 HO0585  HORZ ORDER      -  SECOND
 HO0585
 HO0585.The horizontal coordinates were established by classical geodetic methods
 HO0585.and adjusted by the National Geodetic Survey in November 1997.
 HO0585
 HO0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0585
 HO0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0585.GEOID18 height accuracy estimate available here.
 HO0585
 HO0585.Click photographs - Photos may exist for this station.
 HO0585
 HO0585.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0585
 HO0585. The following values were computed from the NAD 83(1994) position.
 HO0585
 HO0585;                    North         East     Units Scale Factor Converg.
 HO0585;SPC UT S     - 3,103,241.700   397,028.702   MT  0.99995694   -0 42 51.8
 HO0585;SPC UT S     -10,181,218.81  1,302,585.00   sFT  0.99995694   -0 42 51.8
 HO0585;UTM  12      - 4,161,756.277   352,916.166   MT  0.99986647   -1 00 59.3
 HO0585
 HO0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0585!SPC UT S     -   0.99956043  x   0.99995694  =   0.99951739
 HO0585!UTM  12      -   0.99956043  x   0.99986647  =   0.99942696
 HO0585
 HO0585:                Primary Azimuth Mark                     Grid Az
 HO0585:SPC UT S     -  HAYCOCK                                  027 48 43.7
 HO0585:UTM  12      -  HAYCOCK                                  028 06 51.2
 HO0585
 HO0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG5291661756(NAD 83)
 HO0585
 HO0585|---------------------------------------------------------------------|
 HO0585| PID    Reference Object                     Distance      Geod. Az  |
 HO0585|                                                           dddmmss.s |
 HO0585| HO0580 HAYCOCK                             APPROX.16.0 KM 0270551.9 |
 HO0585| CH2478 HENRIE RM 4                           5.126 METERS 04323     |
 HO0585| CH2477 HENRIE RM 3                           3.716 METERS 28526     |
 HO0585| CH2476 HENRIE RM 2                           5.400 METERS 33318     |
 HO0585|---------------------------------------------------------------------|
 HO0585
 HO0585                          SUPERSEDED SURVEY CONTROL
 HO0585
 HO0585  NAD 83(1986)-  37 35 28.06516(N)    112 39 57.59049(W) AD(       ) 2
 HO0585  NAD 27      -  37 35 28.14253(N)    112 39 54.80520(W) AD(       ) 2
 HO0585  NGVD 29 (07/19/86) 2821.3    (m)         9256.     (f) VERT ANG       
 HO0585
 HO0585.Superseded values are not recommended for survey control.
 HO0585
 HO0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0585.See file dsdata.pdf to determine how the superseded data were derived.
 HO0585
 HO0585_MARKER: DD = SURVEY DISK
 HO0585_SETTING: 80 = SET IN A BOULDER
 HO0585
 HO0585  HISTORY     - Date     Condition        Report By
 HO0585  HISTORY     - 1957     MONUMENTED       USGS
 HO0585  HISTORY     - 1971     GOOD             USGS
 HO0585
 HO0585                          STATION DESCRIPTION
 HO0585
 HO0585'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 HO0585'LOCATED 14 MI. (AIRLINE) WSW. OF HATCH, 7.9 MI. S. OF PANGUITCH LAKE,
 HO0585'ON THE HIGHEST OF A GROUP OF KNOLLS KNOWN AS HENRIE KNOLLS.  STATION
 HO0585'IS ON THE E. SIDE OF THE CRATER, 20 FT. E. OF A RD. AND 5.0 FT. S. OF
 HO0585'A WITNESS POST.
 HO0585'
 HO0585'TO REACH FROM POST OFFICE IN HATCH, GO S. ON U.S. HIGHWAY 89 FOR 2.3
 HO0585'MI. TO A OIL RD. LEADING W. AND A SIGN MARKED ---FISH HATCHERY---,
 HO0585'TURN RIGHT FOR 1.6 MI. TO A RD. INTERSECTION (0.1 MI. PAST CORRAL),
 HO0585'TURN RIGHT ON A GOOD GRAVEL RD. FOR 5.1 MI. TO BRIDGE ACROSS MAMMOTH
 HO0585'CREEK, CONTINUE FOR 3.4 MI. TO A MAIN T-RD. INTERSECTION, TURN RIGHT
 HO0585'ON RD. MARKED ---MAMMOTH CREEK 5 MI.--- FOR 2.4 MI. TO A SUMMIT, TURN
 HO0585'LEFT ON RD. MARKED ---HENRIE LOOKOUT KNOLL--- FOR 0.2 MI. TO A RD.
 HO0585'FORK, TAKE LEFT FORK MARKED ---LOOKOUT--- FOR 1.1 MI. TO A RD. FORK,
 HO0585'TAKE LEFT FORK MARKED ---LOOKOUT--- FOR 1.5 MI. TO RIM OF CRATER,
 HO0585'TURN BACK SHARPLY TO THE RIGHT FOR 0.1 MI. TO STATION.
 HO0585'
 HO0585'STATION MARK--STANDARD USGS TABLET, STAMPED ---HENRIE 1957---,
 HO0585'CEMENTED IN A BOULDER PROJECTING 0.3 FT. ABOVE GROUND.  ADDITIONAL
 HO0585'CONCRETE WAS ADDED TO STATION TO KEEP IT SOLID.
 HO0585'
 HO0585'REFERENCE MARK NO. 1--DESTROYED.
 HO0585'
 HO0585'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, IN PINE TREE 3.5 FT.
 HO0585'ABOVE GROUND.
 HO0585'
 HO0585'REFERENCE MARK NO. 3--STANDARD USGS REFERENCE MARK TABLET, STAMPED
 HO0585'---HENRIE 3 1971---, SET ON COPPER-COATED ROD FLUSH WITH GROUND, 1.1
 HO0585'FT. BELOW STATION MARK.
 HO0585'
 HO0585'REFERENCE MARK NO. 4--STANDARD USGS REFERENCE MARK TABLET, STAMPED
 HO0585'---HENRIE 4 1971---, SET ON COPPER-COATED ROD FLUSH WITH GROUND, 0.6
 HO0585'FT. BELOW STATION MARK.
 HO0585
 HO0585                          STATION RECOVERY (1971)
 HO0585
 HO0585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HO0585'LOCATED 14 MI (AIRLINE) WSW. OF HATCH.  7.9 MI S. OF PANGUITCH
 HO0585'LAKE.  ON THE HIGHEST OF A GROUP OF KNOLLS KNOWN AS HENRIE
 HO0585'KNOLLS.  STATION IS ON THE EAST SIDE OF THE CRATER, 20 FT E. OF A
 HO0585'RD. AND 5.0 FT S. OF A WITNESS POST.
 HO0585'
 HO0585'TO REACH FROM POST OFFICE IN HATCH GO S. ON U.S. HIGHWAY 89 FOR
 HO0585'2.3 MI TO A OIL RD. LEADING W. AND A SIGN MARKED FISH
 HO0585'HATCHERY.  TURN RIGHT FOR 1.6 MI TO A RD. INTERSECTION (0.1 MI
 HO0585'PAST CORRAL).  TURN RIGHT ON A GOOD GRAVEL RD. FOR 5.1 MI TO
 HO0585'BRIDGE ACROSS MAMMOTH CREEK.  CONTINUE FOR 3.4 MI TO A MAIN
 HO0585'T-RD. INTERSECTION.  TURN RIGHT ON RD. MARKED MAMMOTH CREEK 5 MI
 HO0585'FOR 2.4 MI TO A SUMMIT.  TURN LEFT ON RD. MARKED HENRIE LOOKOUT
 HO0585'KNOLL FOR 0.2 MI TO A RD. FK..  TAKE LEFT FORK MARKED LOOKOUT
 HO0585'FOR 1.1 MI TO A RD. FK..  TAKE LEFT FORK MARKED LOOKOUT FOR 1.5
 HO0585'MI TO RIM OF CRATER.  TURN BACK SHARPLY TO THE RIGHT FOR 0.1 MI
 HO0585'TO STATION.
 HO0585'
 HO0585'STATION MARK--A STANDARD USGS TABLET STAMPED HENRI 1957 CEMENTED
 HO0585'IN A BOULDER PROJECTING 0.3 FT ABOVE GROUND.  ADDITIONAL CONC. WAS
 HO0585'ADDED TO STATION TO KEEP IT SOLID.
 HO0585'
 HO0585'REFERENCE MARK NO. 1--DESTROYED.
 HO0585'
 HO0585'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER IN PINE TREE
 HO0585'3.5 FT ABOVE GROUND.
 HO0585'
 HO0585'REFERENCE MARK NO. 3--A STANDARD USGS REFERENCE MARK TABLET
 HO0585'STAMPED HENRIE 3 1971 SET ON COPPER-COATED ROD FLUSH WITH GROUND,
 HO0585'1.1 FT BELOW STATION MARK.
 HO0585'
 HO0585'REFERENCE MARK NO. 4--A STANDARD USGS TABLET STAMPED HENRIE
 HO0585'4 1971 SET ON COPPER-COATED ROD FLUSH WITH GROUND, 0.6 FT BELOW
 HO0585'STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0386 ***********************************************************************
 LP0386  DESIGNATION -  HERCULES TANK
 LP0386  PID         -  LP0386
 LP0386  STATE/COUNTY-  UT/SALT LAKE
 LP0386  COUNTRY     -  US
 LP0386  USGS QUAD   -  MAGNA (2017)
 LP0386
 LP0386                         *CURRENT SURVEY CONTROL
 LP0386  ______________________________________________________________________
 LP0386* NAD 83(1994) POSITION- 40 39 35.61921(N) 112 05 13.45419(W)   ADJUSTED
 LP0386* NAVD 88 ORTHO HEIGHT -  1525.    (meters)     5003.    (feet) SCALED
 LP0386  ______________________________________________________________________
 LP0386  GEOID HEIGHT    -        -17.182 (meters)                     GEOID18
 LP0386  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 LP0386  HORZ ORDER      -  THIRD
 LP0386
 LP0386.The horizontal coordinates were established by classical geodetic methods
 LP0386.and adjusted by the National Geodetic Survey in November 1997.
 LP0386
 LP0386.The orthometric height was scaled from a topographic map.
 LP0386
 LP0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0386.GEOID18 height accuracy estimate available here.
 LP0386
 LP0386.Click photographs - Photos may exist for this station.
 LP0386
 LP0386.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0386
 LP0386. The following values were computed from the NAD 83(1994) position.
 LP0386
 LP0386;                    North         East     Units Scale Factor Converg.
 LP0386;SPC UT C     - 2,258,465.296   450,353.918   MT  1.00000248   -0 22 33.8
 LP0386;SPC UT C     - 7,409,648.23  1,477,536.15   sFT  1.00000248   -0 22 33.8
 LP0386;UTM  12      - 4,501,571.249   408,106.524   MT  0.99970394   -0 42 30.1
 LP0386
 LP0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0386!SPC UT C     -   0.99976353  x   1.00000248  =   0.99976601
 LP0386!UTM  12      -   0.99976353  x   0.99970394  =   0.99946754
 LP0386
 LP0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0810601571(NAD 83)
 LP0386
 LP0386                          SUPERSEDED SURVEY CONTROL
 LP0386
 LP0386  NAD 83(1993)-  40 39 35.61853(N)    112 05 13.45307(W) AD(       ) 3
 LP0386  NAD 83(1986)-  40 39 35.60879(N)    112 05 13.44615(W) AD(       ) 3
 LP0386  NAD 27      -  40 39 35.80372(N)    112 05 10.65993(W) AD(       ) 3
 LP0386
 LP0386.Superseded values are not recommended for survey control.
 LP0386
 LP0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0386.See file dsdata.pdf to determine how the superseded data were derived.
 LP0386
 LP0386_MARKER: 51 = TANK
 LP0386
 LP0386  HISTORY     - Date     Condition        Report By
 LP0386  HISTORY     - 1950     FIRST OBSERVED   USGS
 LP0386
 LP0386                          STATION DESCRIPTION
 LP0386
 LP0386'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LP0386'LOCATED 10.0 MI. NW. OF MIDVALE AT HERCULES PLANT IN BACCHUS, ON SW.
 LP0386'SIDE OF STATE HIGHWAY 111.
 LP0386'
 LP0386'STATION MARK--CENTER OF YELLOW-STRIPED ALUMINUM WATER TANK WITH
 LP0386'---HERCULES--- PAINTED AROUND SIDE.
 LP0386'
 LP0386'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0443 ***********************************************************************
 LP0443  DESIGNATION -  HERRIMAN
 LP0443  PID         -  LP0443
 LP0443  STATE/COUNTY-  UT/UTAH
 LP0443  COUNTRY     -  US
 LP0443  USGS QUAD   -  LOWE PEAK (2017)
 LP0443
 LP0443                         *CURRENT SURVEY CONTROL
 LP0443  ______________________________________________________________________
 LP0443* NAD 83(1994) POSITION- 40 25 32.15879(N) 112 11 55.40174(W)   ADJUSTED
 LP0443* NAVD 88 ORTHO HEIGHT -  3228.9   (meters)    10593.    (feet) VERTCON3
 LP0443  ______________________________________________________________________
 LP0443  GEOID HEIGHT    -        -16.825 (meters)                     GEOID18
 LP0443  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 LP0443  HORZ ORDER      -  THIRD
 LP0443
 LP0443.The horizontal coordinates were established by classical geodetic methods
 LP0443.and adjusted by the National Geodetic Survey in November 1997.
 LP0443
 LP0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0443
 LP0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0443.GEOID18 height accuracy estimate available here.
 LP0443
 LP0443.Click photographs - Photos may exist for this station.
 LP0443
 LP0443.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0443
 LP0443. The following values were computed from the NAD 83(1994) position.
 LP0443
 LP0443;                    North         East     Units Scale Factor Converg.
 LP0443;SPC UT C     - 2,232,517.328   440,708.912   MT  0.99995189   -0 26 51.3
 LP0443;SPC UT C     - 7,324,517.27  1,445,892.49   sFT  0.99995189   -0 26 51.3
 LP0443;UTM  12      - 4,475,686.192   398,314.281   MT  0.99972728   -0 46 38.6
 LP0443
 LP0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0443!SPC UT C     -   0.99949638  x   0.99995189  =   0.99944829
 LP0443!UTM  12      -   0.99949638  x   0.99972728  =   0.99922379
 LP0443
 LP0443:                Primary Azimuth Mark                     Grid Az
 LP0443:SPC UT C     -  BALD MOUNTAIN                            242 13 23.3
 LP0443:UTM  12      -  BALD MOUNTAIN                            242 33 10.6
 LP0443
 LP0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK9831475686(NAD 83)
 LP0443
 LP0443|---------------------------------------------------------------------|
 LP0443| PID    Reference Object                     Distance      Geod. Az  |
 LP0443|                                                           dddmmss.s |
 LP0443| LP0448 BALD MOUNTAIN                       APPROX. 6.3 KM 2414632.0 |
 LP0443|---------------------------------------------------------------------|
 LP0443
 LP0443                          SUPERSEDED SURVEY CONTROL
 LP0443
 LP0443  NAD 83(1993)-  40 25 32.15779(N)    112 11 55.39917(W) AD(       ) 3
 LP0443  NAD 83(1986)-  40 25 32.14875(N)    112 11 55.39570(W) AD(       ) 3
 LP0443  NAD 27      -  40 25 32.36500(N)    112 11 52.59700(W) AD(       ) 3
 LP0443  USCA        -  40 25 26.93000(N)    112 11 58.47000(W) AD(       ) 3
 LP0443  USSD        -  40 25 33.19900(N)    112 11 53.25600(W) AD(       ) 3
 LP0443  NGVD 29 (07/19/86) 3227.5    (m)        10589.     (f) VERT ANG       
 LP0443
 LP0443.Superseded values are not recommended for survey control.
 LP0443
 LP0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0443.See file dsdata.pdf to determine how the superseded data were derived.
 LP0443
 LP0443_MARKER: DB = BENCH MARK DISK
 LP0443_SETTING: 66 = SET IN ROCK OUTCROP
 LP0443_MARK LOGO: USGS
 LP0443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0443+STABILITY: POSITION/ELEVATION WELL
 LP0443
 LP0443  HISTORY     - Date     Condition        Report By
 LP0443  HISTORY     - 1884     MONUMENTED       USGS
 LP0443  HISTORY     - 1915     GOOD             USGS
 LP0443
 LP0443                          STATION DESCRIPTION
 LP0443
 LP0443'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 LP0443'DESCRIBED AS FOLLOWS
 LP0443'
 LP0443'LOCATED ABOUT 8.5 MI. NW. OF CEDAR VALLEY ON HIGHEST POINT OF LOWE
 LP0443'PEAK.  REACHED BY HELICOPTER.
 LP0443'
 LP0443'TO REACH THE POINT ON HORSEBACK GO UP THE S. FORK OF WEST CANYON.  IT
 LP0443'CAN ALSO BE REACHED FROM THE W. UP BATES CREEK.
 LP0443'
 LP0443'STATION MARK--STANDARD USGS BENCH MARK (NOT STAMPED) UNDER SMALL
 LP0443'CAIRN.
 LP0443'
 LP0443'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0506 ***********************************************************************
 LP0506  DESIGNATION -  HICKMAN
 LP0506  PID         -  LP0506
 LP0506  STATE/COUNTY-  UT/TOOELE
 LP0506  COUNTRY     -  US
 LP0506  USGS QUAD   -  ARAGONITE (2017)
 LP0506
 LP0506                         *CURRENT SURVEY CONTROL
 LP0506  ______________________________________________________________________
 LP0506* NAD 83(1994) POSITION- 40 38 19.57304(N) 113 03 51.57003(W)   ADJUSTED
 LP0506* NAVD 88 ORTHO HEIGHT -  1635.2   (meters)     5365.    (feet) VERTCON3
 LP0506  ______________________________________________________________________
 LP0506  GEOID HEIGHT    -        -17.818 (meters)                     GEOID18
 LP0506  LAPLACE CORR    -          8.33  (seconds)                    DEFLEC18
 LP0506  HORZ ORDER      -  FIRST
 LP0506
 LP0506.The horizontal coordinates were established by classical geodetic methods
 LP0506.and adjusted by the National Geodetic Survey in November 1997.
 LP0506
 LP0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0506
 LP0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0506.GEOID18 height accuracy estimate available here.
 LP0506
 LP0506.Click photographs - Photos may exist for this station.
 LP0506
 LP0506.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0506
 LP0506. The following values were computed from the NAD 83(1994) position.
 LP0506
 LP0506;                    North         East     Units Scale Factor Converg.
 LP0506;SPC UT C     - 2,257,113.780   367,676.410   MT  0.99999723   -1 00 07.5
 LP0506;SPC UT C     - 7,405,214.13  1,206,285.02   sFT  0.99999723   -1 00 07.5
 LP0506;UTM  12      - 4,500,706.976   325,436.919   MT  0.99997509   -1 20 41.3
 LP0506
 LP0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0506!SPC UT C     -   0.99974634  x   0.99999723  =   0.99974357
 LP0506!UTM  12      -   0.99974634  x   0.99997509  =   0.99972144
 LP0506
 LP0506:                Primary Azimuth Mark                     Grid Az
 LP0506:SPC UT C     -  HICKMAN AZ MK                            112 18 53.7
 LP0506:UTM  12      -  HICKMAN AZ MK                            112 39 27.5
 LP0506
 LP0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL2543600706(NAD 83)
 LP0506
 LP0506|---------------------------------------------------------------------|
 LP0506| PID    Reference Object                     Distance      Geod. Az  |
 LP0506|                                                           dddmmss.s |
 LP0506| CM4843 HICKMAN AZ MK                                      1111846.2 |
 LP0506| CM4844 HICKMAN RM 1                          6.463 METERS 12916     |
 LP0506| LP0508 T3S R12W SECS 25 30 31 36           APPROX.14.6 KM 2070456.4 |
 LP0506| CM4845 HICKMAN RM 2                          7.628 METERS 31821     |
 LP0506|---------------------------------------------------------------------|
 LP0506
 LP0506                          SUPERSEDED SURVEY CONTROL
 LP0506
 LP0506  NAD 83(1986)-  40 38 19.56356(N)    113 03 51.56007(W) AD(       ) 1
 LP0506  NAD 27      -  40 38 19.79516(N)    113 03 48.62917(W) AD(       ) 1
 LP0506  NGVD 29 (07/19/86) 1634.2    (m)         5362.     (f) VERT ANG       
 LP0506
 LP0506.Superseded values are not recommended for survey control.
 LP0506
 LP0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0506.See file dsdata.pdf to determine how the superseded data were derived.
 LP0506
 LP0506_MARKER: DS = TRIANGULATION STATION DISK
 LP0506_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0506_STAMPING: HICKMAN 1965
 LP0506_MARK LOGO: CGS
 LP0506_MAGNETIC: P = MARKER IS A STEEL PIPE
 LP0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0506
 LP0506  HISTORY     - Date     Condition        Report By
 LP0506  HISTORY     - 1965     MONUMENTED       CGS
 LP0506  HISTORY     - 1984     GOOD             DMA
 LP0506
 LP0506                          STATION DESCRIPTION
 LP0506
 LP0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0506'STATION IS LOCATED AIRLINE, ABOUT 33 MILES NORTH-NORTHWEST
 LP0506'OF DUGWAY, 17 MILES SOUTHWEST OF DELLE, 13 MILES EAST-SOUTHEAST
 LP0506'OF KNOLLS AND IS ABOUT 35 FEET NORTH OF THE HIGHEST POINT
 LP0506'OF RIDGE.
 LP0506'
 LP0506'TO REACH THE STATION FROM KNOLLS, GO EAST ON U.S. HIGHWAY
 LP0506'40 FOR 9.1 MILES TO A BLADED SIDE ROAD RIGHT WHICH IS JUST
 LP0506'BEFORE REACHING MILE POST 49.  TURN RIGHT AND GO SOUTH ON
 LP0506'THE BLADED ROAD FOR 0.15 MILE TO A FORK.  TAKE RIGHT FORK
 LP0506'AND CONTINUE SOUTHERLY ON A BLADED ROAD FOR 1.35 MILES TO
 LP0506'WHERE ROAD CROSSES RAILROAD TRACKS.  CROSS RAILROAD TRACKS
 LP0506'AND CONTINUE SOUTHERLY ON THE BLADED ROAD FOR 6.85 MILES TO
 LP0506'A VERY DIM CROSS ROAD.  (THE ROAD TO THE RIGHT LEADS TO
 LP0506'SOME DIGGINGS AT THE BASE OF CALIFORNIA MOUNTAIN.) TURN
 LP0506'LEFT AND GO EASTERLY ON A TRACK ROAD FOR 1.15 MILES TO A
 LP0506'SMALL STOCK POND.  CONTINUE EAST, AROUND THE NORTH END OF
 LP0506'THE POND, AND FOLLOW TRACK ROAD FOR 1.9 MILES TO A FORK.
 LP0506'TAKE THE LEFT FORK AND CONTINUE EAST ON THE TRACK ROAD
 LP0506'FOR 1.1 MILES TO A FORK.  KEEP LEFT FORK AND CONTINUE
 LP0506'EAST AND NORTH ON THE TRACK ROAD FOR 0.4 MILE TO DRY
 LP0506'WASH.  CROSS WASH AND CONTINUE NORTH ON THE TRACK ROAD
 LP0506'FOR 0.85 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 LP0506'NORTH AND WEST ON THE TRACK ROAD FOR 0.65 MILE TO THE END
 LP0506'OF THE ROAD AT THE TOP OF A RIDGE AND THE END OF TRUCK
 LP0506'TRAVEL.  PACK SOUTHWEST UP STEEP HILL FOR ABOUT 5 MINUTES
 LP0506'TO THE STATION.  A 4-WHEEL DRIVE IS NEEDED TO GET BY THE
 LP0506'DRY WASH MENTIONED ABOVE.
 LP0506'
 LP0506'STATION MARK IS A STANDARD DISK, STAMPED HICKMAN 1965, BRAZED
 LP0506'TO THE TOP OF A 2-INCH CAST IRON SOIL PIPE WHICH PROJECTS
 LP0506'ABOUT 6 INCHES ABOVE THE GROUND SURFACE AND IS ABOUT 35 FEET
 LP0506'NORTH OF THE HIGHEST POINT OF THE HILL.
 LP0506'
 LP0506'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HICKMAN NO 1
 LP0506'1965, BRAZED TO THE TOP OF A 2-INCH CAST IRON SOIL PIPE
 LP0506'WHICH PROJECTS ABOUT 10 INCHES AND IS ABOUT THE SAME ELEVATION
 LP0506'AS THE STATION.
 LP0506'
 LP0506'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HICKMAN NO 2 1965,
 LP0506'BRAZED TO THE TOP OF A 2-INCH CAST IRON SOIL PIPE WHICH
 LP0506'PROJECTS ABOUT 12 INCHES ABOVE THE GROUND SURFACE AND IS ABOUT
 LP0506'2 FEET LOWER IN ELEVATION THAN THE STATION.
 LP0506'
 LP0506'AZIMUTH MARK IS A STANDARD DISK, STAMPED HICKMAN 1965, BRAZED
 LP0506'TO THE TOP OF A 2-INCH CAST IRON SOIL PIPE WHICH PROJECTS
 LP0506'ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 1.5 FEET
 LP0506'NORTH-NORTHWEST OF A METAL WITNESS POST AND 18 FEET EAST
 LP0506'OF THE CENTER OF THE TRACK ROAD.
 LP0506
 LP0506                          STATION RECOVERY (1984)
 LP0506
 LP0506'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984 (TC)
 LP0506'HICKMAN 1965 FOUND GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0554 ***********************************************************************
 JO0554  DESIGNATION -  HICKORY
 JO0554  PID         -  JO0554
 JO0554  STATE/COUNTY-  UT/BEAVER
 JO0554  COUNTRY     -  US
 JO0554  USGS QUAD   -  MILFORD (2017)
 JO0554
 JO0554                         *CURRENT SURVEY CONTROL
 JO0554  ______________________________________________________________________
 JO0554* NAD 83(1994) POSITION- 38 23 39.15442(N) 113 07 11.40125(W)   ADJUSTED
 JO0554* NAVD 88 ORTHO HEIGHT -  1949.7   (meters)     6397.    (feet) VERTCON3
 JO0554  ______________________________________________________________________
 JO0554  GEOID HEIGHT    -        -20.907 (meters)                     GEOID18
 JO0554  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 JO0554  HORZ ORDER      -  THIRD
 JO0554
 JO0554.The horizontal coordinates were established by classical geodetic methods
 JO0554.and adjusted by the National Geodetic Survey in November 1997.
 JO0554
 JO0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0554
 JO0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0554.GEOID18 height accuracy estimate available here.
 JO0554
 JO0554.Click photographs - Photos may exist for this station.
 JO0554
 JO0554.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0554
 JO0554. The following values were computed from the NAD 83(1994) position.
 JO0554
 JO0554;                    North         East     Units Scale Factor Converg.
 JO0554;SPC UT S     - 3,192,961.190   358,496.949   MT  1.00000792   -0 59 32.8
 JO0554;SPC UT S     -10,475,573.50  1,176,168.74   sFT  1.00000792   -0 59 32.8
 JO0554;UTM  12      - 4,251,682.337   314,875.212   MT  1.00002207   -1 19 01.0
 JO0554
 JO0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0554!SPC UT S     -   0.99969745  x   1.00000792  =   0.99970537
 JO0554!UTM  12      -   0.99969745  x   1.00002207  =   0.99971951
 JO0554
 JO0554:                Primary Azimuth Mark                     Grid Az
 JO0554:SPC UT S     -  VICKS                                    156 54 20.6
 JO0554:UTM  12      -  VICKS                                    157 13 48.8
 JO0554
 JO0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH1487551682(NAD 83)
 JO0554
 JO0554|---------------------------------------------------------------------|
 JO0554| PID    Reference Object                     Distance      Geod. Az  |
 JO0554|                                                           dddmmss.s |
 JO0554| JO0556 VICKS                               APPROX. 4.5 KM 1555447.8 |
 JO0554|---------------------------------------------------------------------|
 JO0554
 JO0554                          SUPERSEDED SURVEY CONTROL
 JO0554
 JO0554  NAD 83(1986)-  38 23 39.15016(N)    113 07 11.39834(W) AD(       ) 3
 JO0554  NAD 27      -  38 23 39.27129(N)    113 07 08.54228(W) AD(       ) 3
 JO0554  NGVD 29 (07/19/86) 1948.6    (m)         6393.     (f) VERT ANG       
 JO0554
 JO0554.Superseded values are not recommended for survey control.
 JO0554
 JO0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0554.See file dsdata.pdf to determine how the superseded data were derived.
 JO0554
 JO0554_MARKER: DD = SURVEY DISK
 JO0554_SETTING: 66 = SET IN ROCK OUTCROP
 JO0554_STAMPING: HICKORY 1904 1951
 JO0554_MARK LOGO: USGS
 JO0554_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0554+STABILITY: POSITION/ELEVATION WELL
 JO0554
 JO0554  HISTORY     - Date     Condition        Report By
 JO0554  HISTORY     - 1904     MONUMENTED       USGS
 JO0554
 JO0554                          STATION DESCRIPTION
 JO0554
 JO0554'DESCRIBED BY US GEOLOGICAL SURVEY 1904
 JO0554'LOCATED 6 MI. W. OF MILFORD, ON A BARE ROCKY KNOLL ON N. END OF
 JO0554'TIMBERED RIDGE.
 JO0554'
 JO0554'TO REACH FROM MILFORD POST OFFICE, DRIVE N. FOR 0.1 MI. TO STREET
 JO0554'INTERSECTION, THENCE LEFT (W.) ON STATE HIGHWAY 21 FOR 4.8 MI. TO RD.
 JO0554'FORKS LEFT (SW.), THENCE LEFT ON OLD GRAVELED RD. KEEPING ON MAIN
 JO0554'TRAVELED RD. FOR 1.6 MI. TO AN ABANDONED MINE DUMP AND AN OLD RED
 JO0554'SHED ON RIGHT AND END TRUCK TRAVEL.  PACK SE. ABOUT 0.4 MI. TO HIGHEST
 JO0554'POINT ON TOP OF RIDGE AND STATION.  ABOUT 30 MINUTE PACK.
 JO0554'
 JO0554'STATION MARK--STANDARD TABLET, STAMPED ---HICKORY 1904 1951---.
 JO0554'
 JO0554'REFERENCE MARK NO. 1--STANDARD TABLET, STAMPED ---RM NO 1 1957---,
 JO0554'CEMENTED IN BEDROCK.
 JO0554'
 JO0554'REFERENCE MARK NO. 2--STANDARD TABLET, STAMPED ---RM NO 2 1957---,
 JO0554'CEMENTED IN BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0608 ***********************************************************************
 HO0608  DESIGNATION -  HIGH
 HO0608  PID         -  HO0608
 HO0608  STATE/COUNTY-  UT/IRON
 HO0608  COUNTRY     -  US
 HO0608  USGS QUAD   -  CEDAR CITY NW (2017)
 HO0608
 HO0608                         *CURRENT SURVEY CONTROL
 HO0608  ______________________________________________________________________
 HO0608* NAD 83(1994) POSITION- 37 41 59.15956(N) 113 14 03.68654(W)   ADJUSTED
 HO0608* NAVD 88 ORTHO HEIGHT -  2038.7   (meters)     6689.    (feet) VERTCON3
 HO0608  ______________________________________________________________________
 HO0608  GEOID HEIGHT    -        -22.050 (meters)                     GEOID18
 HO0608  LAPLACE CORR    -          4.70  (seconds)                    DEFLEC18
 HO0608  HORZ ORDER      -  THIRD
 HO0608
 HO0608.The horizontal coordinates were established by classical geodetic methods
 HO0608.and adjusted by the National Geodetic Survey in November 1997.
 HO0608
 HO0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0608
 HO0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0608.GEOID18 height accuracy estimate available here.
 HO0608
 HO0608.Click photographs - Photos may exist for this station.
 HO0608
 HO0608.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0608
 HO0608. The following values were computed from the NAD 83(1994) position.
 HO0608
 HO0608;                    North         East     Units Scale Factor Converg.
 HO0608;SPC UT S     - 3,116,074.988   347,064.228   MT  0.99995237   -1 03 45.4
 HO0608;SPC UT S     -10,223,322.69  1,138,659.89   sFT  0.99995237   -1 03 45.4
 HO0608;UTM  12      - 4,174,853.770   303,019.618   MT  1.00007794   -1 22 00.5
 HO0608
 HO0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0608!SPC UT S     -   0.99968364  x   0.99995237  =   0.99963603
 HO0608!UTM  12      -   0.99968364  x   1.00007794  =   0.99976156
 HO0608
 HO0608:                Primary Azimuth Mark                     Grid Az
 HO0608:SPC UT S     -  29                                       264 48 20.2
 HO0608:UTM  12      -  29                                       265 06 35.3
 HO0608
 HO0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG0301974853(NAD 83)
 HO0608
 HO0608|---------------------------------------------------------------------|
 HO0608| PID    Reference Object                     Distance      Geod. Az  |
 HO0608|                                                           dddmmss.s |
 HO0608| HO0600 BEACON                              APPROX.12.3 KM 1011104.4 |
 HO0608| HO0609 29                                  APPROX. 3.9 KM 2634434.8 |
 HO0608|---------------------------------------------------------------------|
 HO0608
 HO0608                          SUPERSEDED SURVEY CONTROL
 HO0608
 HO0608  NAD 83(1986)-  37 41 59.15688(N)    113 14 03.67910(W) AD(       ) 3
 HO0608  NAD 27      -  37 41 59.24638(N)    113 14 00.84386(W) AD(       ) 3
 HO0608  NGVD 29 (07/19/86) 2037.6    (m)         6685.     (f) VERT ANG       
 HO0608
 HO0608.Superseded values are not recommended for survey control.
 HO0608
 HO0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0608.See file dsdata.pdf to determine how the superseded data were derived.
 HO0608
 HO0608_MARKER: DD = SURVEY DISK
 HO0608_SETTING: 66 = SET IN ROCK OUTCROP
 HO0608_STAMPING: HIGH 1948
 HO0608_MARK LOGO: USGS
 HO0608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0608+STABILITY: POSITION/ELEVATION WELL
 HO0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0608+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2018
 HO0608
 HO0608  HISTORY     - Date     Condition        Report By
 HO0608  HISTORY     - 1948     MONUMENTED       USGS
 HO0608  HISTORY     - 20181222 GOOD             INDIV
 HO0608
 HO0608                          STATION DESCRIPTION
 HO0608
 HO0608'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 HO0608'LOCATED ABOUT 10.7 MI. NW. OF KANARAVILLE, 9.8 MI. W. OF CEDAR CITY,
 HO0608'2.0 MI. SE. OF DESERT MOUND, ON HIGHEST POINT OF NE. END OF EIGHT
 HO0608'MILE HILLS, ABOUT 0.5 MI. W. OF NGS TRIANGULATION STATION ---LOW---.
 HO0608'
 HO0608'TO REACH FROM CEDAR CITY, DRIVE W. FOR 5.6 MI. ON STATE HIGHWAY 56 TO
 HO0608'RD. FORKS, TAKE RIGHT FORK 4.4 MI. W. TO DIM RD. ON LEFT, FOLLOW THIS
 HO0608'RD. 0.9 MI. SE. TO HEAD OF DRAW AND END OF RD. AND END TRUCK TRAVEL.
 HO0608'PACK SW. UP STEEP WOODED SLOPE TO HIGHEST POINT AND STATION.
 HO0608'
 HO0608'STATION MARK--STANDARD TABLET, STAMPED ---HIGH 1948---, CEMENTED IN
 HO0608'ROCK OUTCROP.
 HO0608'
 HO0608'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0608'1---, CEMENTED IN BOULDER PROJECTING 3 FT. ABOVE GROUND, 2.5 FT.
 HO0608'HIGHER THAN STATION MARK.
 HO0608'
 HO0608'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0608'2---, CEMENTED IN BOULDER PROJECTING 3 FT. ABOVE GROUND, 2.1 FT.
 HO0608'HIGHER THAN STATION MARK.
 HO0608
 HO0608                          STATION RECOVERY (2018)
 HO0608
 HO0608'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (TWG)
 HO0608'TO REACH FROM THE IH-15 AND UT-56 INTERCHANGE, GO WEST ON UT-56 FOR
 HO0608'4.5 MI (7.2 KM) TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 HO0608'NORTHWEST ON IRON SPRINGS ROAD FOR 2.9 MI (4.7 KM) TO A FORK.  BEAR
 HO0608'LEFT AND GO WEST ON DESERT MOUND ROAD FOR 2.5 MI (4.0 KM).  PARK HERE
 HO0608'AND PACK SOUTH FOR 0.72 MI (1.16 KM) TO THE MARK, ABOUT A 30 MINUTE
 HO0608'HIKE.
 HO0608'
 HO0608'REFERENCE MARK 1 IS LOCATED 18 FT (5.5 M) EAST OF THE STATION MARK.
 HO0608'THE MARK TABLET FOR REFERENCE MARK 1 IS NO LONGER IN PLACE, ONLY THE
 HO0608'STEM PROTRUDING FROM THE DRILL HOLE.  REFERENCE MARK 2 IS LOCATED 19.7
 HO0608'FT (6.0 M) SOUTHWEST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0464 ***********************************************************************
 KO0464  DESIGNATION -  HIGH
 KO0464  PID         -  KO0464
 KO0464  STATE/COUNTY-  UT/MILLARD
 KO0464  COUNTRY     -  US
 KO0464  USGS QUAD   -  THOMPSON KNOLL (2017)
 KO0464
 KO0464                         *CURRENT SURVEY CONTROL
 KO0464  ______________________________________________________________________
 KO0464* NAD 83(1994) POSITION- 39 06 23.82255(N) 113 43 02.97851(W)   ADJUSTED
 KO0464* NAVD 88 ORTHO HEIGHT -  1930.9   (meters)     6335.    (feet) VERTCON3
 KO0464  ______________________________________________________________________
 KO0464  GEOID HEIGHT    -        -20.069 (meters)                     GEOID18
 KO0464  LAPLACE CORR    -          4.08  (seconds)                    DEFLEC18
 KO0464  HORZ ORDER      -  FIRST
 KO0464
 KO0464.The horizontal coordinates were established by classical geodetic methods
 KO0464.and adjusted by the National Geodetic Survey in November 1997.
 KO0464
 KO0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0464
 KO0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0464.GEOID18 height accuracy estimate available here.
 KO0464
 KO0464.Click photographs - Photos may exist for this station.
 KO0464
 KO0464.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0464
 KO0464. The following values were computed from the NAD 83(1994) position.
 KO0464
 KO0464;                    North         East     Units Scale Factor Converg.
 KO0464;SPC UT C     - 2,088,227.878   308,218.759   MT  0.99997901   -1 25 13.7
 KO0464;SPC UT C     - 6,851,127.63  1,011,214.38   sFT  0.99997901   -1 25 13.7
 KO0464;UTM  12      - 4,332,124.473   265,022.797   MT  1.00027992   -1 42 53.6
 KO0464
 KO0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0464!SPC UT C     -   0.99970029  x   0.99997901  =   0.99967931
 KO0464!UTM  12      -   0.99970029  x   1.00027992  =   0.99998013
 KO0464
 KO0464:                Primary Azimuth Mark                     Grid Az
 KO0464:SPC UT C     -  HIGH AZ MK                               350 24 18.9
 KO0464:UTM  12      -  HIGH AZ MK                               350 41 58.8
 KO0464
 KO0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ6502232124(NAD 83)
 KO0464
 KO0464|---------------------------------------------------------------------|
 KO0464| PID    Reference Object                     Distance      Geod. Az  |
 KO0464|                                                           dddmmss.s |
 KO0464| CM4850 HIGH RM 1                             6.799 METERS 01707     |
 KO0464| CM4851 HIGH RM 2                             4.134 METERS 12318     |
 KO0464| JO0594 ROCK RESERVOIR                      APPROX.12.9 KM 2033247.9 |
 KO0464| KO0468 STANDPIPE NEAR CROSS                APPROX. 4.9 KM 2342708.6 |
 KO0464| CM4849 HIGH AZ MK                                         3485905.2 |
 KO0464|---------------------------------------------------------------------|
 KO0464
 KO0464                          SUPERSEDED SURVEY CONTROL
 KO0464
 KO0464  NAD 83(1986)-  39 06 23.81859(N)    113 43 02.97829(W) AD(       ) 1
 KO0464  NAD 27      -  39 06 24.00670(N)    113 43 00.04370(W) AD(       ) 1
 KO0464  NGVD 29 (07/19/86) 1929.7    (m)         6331.     (f) VERT ANG       
 KO0464
 KO0464.Superseded values are not recommended for survey control.
 KO0464
 KO0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0464.See file dsdata.pdf to determine how the superseded data were derived.
 KO0464
 KO0464_MARKER: DS = TRIANGULATION STATION DISK
 KO0464_SETTING: 66 = SET IN ROCK OUTCROP
 KO0464_STAMPING: HIGH 1957
 KO0464_MARK LOGO: CGS
 KO0464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0464+STABILITY: POSITION/ELEVATION WELL
 KO0464
 KO0464  HISTORY     - Date     Condition        Report By
 KO0464  HISTORY     - 1957     MONUMENTED       CGS
 KO0464  HISTORY     - 1958     GOOD             USGS
 KO0464  HISTORY     - 1984     GOOD             DMA
 KO0464
 KO0464                          STATION DESCRIPTION
 KO0464
 KO0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0464'THE STATION IS LOCATED ON THE HIGHEST POINT OF A STEEP ROCKY
 KO0464'HILL THAT IS THE HIGHEST IN A GROUP OF PROMINENT RIMROCK HILLS.
 KO0464'IT IS ABOUT 23 MILES AIRLINE EAST-NORTHEAST OF BAKER, 37 MILES
 KO0464'AIRLINE SOUTH-SOUTHEAST OF PARTOUN AND 2 MILES AIRLINE NORTH
 KO0464'OF U.S. HIGHWAY 6.
 KO0464'
 KO0464'TO REACH FROM THE U.S. POST OFFICE IN BAKER, GO NORTH FOR
 KO0464'4.7 MILES TO U.S. HIGHWAY 6.  TURN RIGHT AND GO EAST ON U.S.
 KO0464'HIGHWAY 6 FOR 22.7 MILES TO A GRAVEL CROSS ROAD.  TURN LEFT
 KO0464'AND GO NORTH FOR 3.8 MILES TO A FORK.  TAKE RIGHT FORK AND GO
 KO0464'NORTHEAST FOR 0.5 MILE TO A FORK.  TAKE RIGHT FORK AND GO
 KO0464'EAST FOR 0.6 MILE TO THE AZIMUTH MARK ON A SMALL KNOLL ON THE
 KO0464'RIGHT.  LEAVE ROAD AND GO SOUTHERLY, CROSS COUNTRY, FOR 0.4
 KO0464'MILE TO BASE OF STEEP HILL.  PACK SOUTHERLY UP HILL FOR ABOUT
 KO0464'20 MINUTES TO HIGHEST POINT AND STATION.
 KO0464'
 KO0464'THE STATION MARK IS A STANDARD DISK STAMPED HIGH 1957, CEMENTED
 KO0464'IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2 INCHES.
 KO0464'
 KO0464'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HIGH NO
 KO0464'1 1957, CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 4
 KO0464'INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 KO0464'
 KO0464'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HIGH NO
 KO0464'2 1957, CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS ABOUT 18
 KO0464'INCHES LOWER THAN THE STATION.
 KO0464'
 KO0464'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HIGH 1957, CEMENTED
 KO0464'IN A DRILL HOLE IN BEDROCK THAT PROJECTS 6 INCHES.  IT IS ON
 KO0464'THE HIGHEST POINT OF A SMALL, SHARP-TOPPED, GRAY ROCKY KNOLL
 KO0464'AND IS 215 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD.
 KO0464
 KO0464                          STATION RECOVERY (1958)
 KO0464
 KO0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 KO0464'RECOVERED IN GOOD CONDITION.
 KO0464'
 KO0464'STATION MARK--STANDARD DISK, STAMPED ---HIGH 1957---, CEMENTED IN A
 KO0464'DRILL HOLE IN BEDROCK THAT PROJECTS 2 IN.
 KO0464
 KO0464                          STATION RECOVERY (1984)
 KO0464
 KO0464'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984 (T)
 KO0464'HIGH 1957 STA., RM 1 AND 2 GOOD RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0849 ***********************************************************************
 LO0849  DESIGNATION -  HIGHLAND
 LO0849  PID         -  LO0849
 LO0849  STATE/COUNTY-  UT/SALT LAKE
 LO0849  COUNTRY     -  US
 LO0849  USGS QUAD   -  SUGAR HOUSE (2017)
 LO0849
 LO0849                         *CURRENT SURVEY CONTROL
 LO0849  ______________________________________________________________________
 LO0849* NAD 83(1994) POSITION- 40 39 12.32388(N) 111 48 15.24805(W)   ADJUSTED
 LO0849* NAVD 88 ORTHO HEIGHT -  1568.5   (meters)     5146.    (feet) VERTCON3
 LO0849  ______________________________________________________________________
 LO0849  GEOID HEIGHT    -        -16.448 (meters)                     GEOID18
 LO0849  LAPLACE CORR    -         29.84  (seconds)                    DEFLEC18
 LO0849  HORZ ORDER      -  FIRST
 LO0849
 LO0849.The horizontal coordinates were established by classical geodetic methods
 LO0849.and adjusted by the National Geodetic Survey in November 1997.
 LO0849
 LO0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0849
 LO0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0849.GEOID18 height accuracy estimate available here.
 LO0849
 LO0849.Click photographs - Photos may exist for this station.
 LO0849
 LO0849.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0849
 LO0849. The following values were computed from the NAD 83(1994) position.
 LO0849
 LO0849;                    North         East     Units Scale Factor Converg.
 LO0849;SPC UT C     - 2,257,627.548   474,269.503   MT  1.00000085   -0 11 41.6
 LO0849;SPC UT C     - 7,406,899.71  1,555,999.19   sFT  1.00000085   -0 11 41.6
 LO0849;UTM  12      - 4,500,595.804   432,009.167   MT  0.99965690   -0 31 26.3
 LO0849
 LO0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0849!SPC UT C     -   0.99975659  x   1.00000085  =   0.99975744
 LO0849!UTM  12      -   0.99975659  x   0.99965690  =   0.99941357
 LO0849
 LO0849:                Primary Azimuth Mark                     Grid Az
 LO0849:SPC UT C     -  HIGHLAND AZ MK                           231 48 22.5
 LO0849:UTM  12      -  HIGHLAND AZ MK                           232 08 07.2
 LO0849
 LO0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3200900595(NAD 83)
 LO0849
 LO0849|---------------------------------------------------------------------|
 LO0849| PID    Reference Object                     Distance      Geod. Az  |
 LO0849|                                                           dddmmss.s |
 LO0849| CM4852 HIGHLAND AZ MK                                     2313640.9 |
 LO0849| CM4853 HIGHLAND RM 1                         4.994 METERS 23248     |
 LO0849| LP0405 UNIVERSITY UTAH TV KUED MAST        APPROX.30.6 KM 2603427.1 |
 LO0849| LO0935 MURRAY BUEHNER CO N STACK           APPROX. 7.4 KM 2733521.7 |
 LO0849| LO0931 SOUTH SALT LAKE VITRO CHEM STK      APPROX.10.2 KM 3012153.0 |
 LO0849| LO0995 SALT LAKE CITY CO BLDG SPIRE        APPROX.13.7 KM 3292424.6 |
 LO0849| LO1002 SALT LAKE CITY TEMPLE E SPIRE       APPROX.14.9 KM 3302458.7 |
 LO0849| LO0994 SALT LAKE CITY HOTEL UTAH FLAG      APPROX.14.8 KM 3303630.4 |
 LO0849| LO0996 SALT LAKE CITY ST CAPITOL DOME      APPROX.15.5 KM 3324542.5 |
 LO0849| LO0993 SALT LAKE LDS CHILD HOSP STACK      APPROX.15.4 KM 3350229.6 |
 LO0849| LO0978 SALT LAKE CITY VET HOSP STACK       APPROX.11.6 KM 3450617.6 |
 LO0849| CM4854 HIGHLAND RM 2                         7.606 METERS 34922     |
 LO0849|---------------------------------------------------------------------|
 LO0849
 LO0849                          SUPERSEDED SURVEY CONTROL
 LO0849
 LO0849  NAD 83(1993)-  40 39 12.32393(N)    111 48 15.24753(W) AD(       ) 1
 LO0849  NAD 83(1986)-  40 39 12.31220(N)    111 48 15.24011(W) AD(       ) 1
 LO0849  NAD 27      -  40 39 12.49966(N)    111 48 12.48318(W) AD(       ) 1
 LO0849  NGVD 29 (07/19/86) 1567.5    (m)         5143.     (f) VERT ANG       
 LO0849
 LO0849.Superseded values are not recommended for survey control.
 LO0849
 LO0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0849.See file dsdata.pdf to determine how the superseded data were derived.
 LO0849
 LO0849_MARKER: DS = TRIANGULATION STATION DISK
 LO0849_SETTING: 66 = SET IN ROCK OUTCROP
 LO0849_STAMPING: HIGHLAND 1962
 LO0849_MARK LOGO: CGS
 LO0849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0849+STABILITY: POSITION/ELEVATION WELL
 LO0849
 LO0849  HISTORY     - Date     Condition        Report By
 LO0849  HISTORY     - 1962     MONUMENTED       CGS
 LO0849  HISTORY     - 1974     GOOD             NGS
 LO0849
 LO0849                          STATION DESCRIPTION
 LO0849
 LO0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0849'THE STATION IS LOCATED ON A SHELF ABOVE WASATCH BOULEVARD.  IT
 LO0849'IS 1-3/4 MILES EAST OF HIGHLAND DRIVE, 6-1/2 MILES NORTHEAST OF
 LO0849'MIDVALE AND 8-1/2 MILES SOUTHEAST OF THE CAPITOL BUILDING IN SALT
 LO0849'LAKE CITY.
 LO0849'
 LO0849'TO REACH FROM 4500 SOUTH STREET AND STATE STREET, GO EAST ON 4500
 LO0849'SOUTH STREET FOR 1.2 MILES TO A STOP LIGHT.  CONTINUE EAST ON 4500
 LO0849'SOUTH FOR 0.9 MILE TO A STOP LIGHT AT 2300 EAST.  CONTINUE
 LO0849'AHEAD NORTHEAST AND EAST ON 4430 SOUTH FOR 1.15 MILES.  TURN
 LO0849'RIGHT, SOUTHERLY, ON WASATCH BOULEVARD FOR 1.45 MILES TO THE END
 LO0849'OF TRUCK TRAVEL AT A LARGE OUTCROPPING ON THE EAST, LEFT SIDE
 LO0849'OF THE ROAD.  PACK UP AROUND A LARGE OUTCROPPING.  THEN PACK
 LO0849'EAST NORTHEAST TOWARD TWO CEDAR TREES, THAT IS SLIGHTLY TO THE
 LO0849'LEFT OF A DARK BROWN OUTCROPPING.  THE STATION IS 20 FEET
 LO0849'EAST SOUTHEAST OF A TOPPED CEDAR TREE.  IT IS A 20 MINUTE
 LO0849'PACK.
 LO0849'
 LO0849'THE STATION MARK IS A STANDARD DISK, STAMPED HIGHLAND 1962,
 LO0849'CEMENTED IN A DRILL HOLE IN 2 BY 2 FOOT ROCK OUTCROP PROJECTING
 LO0849'2 INCHES.  IT IS 20 FEET EAST SOUTHEAST OF A TOPPED CEDAR TREE.
 LO0849'
 LO0849'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HIGHLAND NO 1 1962,
 LO0849'CEMENTED IN A DRILL HOLE IN A 2.5 BY 4 FOOT ROCK OUTCROP THAT
 LO0849'PROJECTS 8 INCHES ON THE NORTHEAST SIDE AND BREAKS OFF SHARPLY TO THE
 LO0849'SOUTHWEST.  IT IS 3 FEET LOWER THAN THE STATION MARK.
 LO0849'
 LO0849'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HIGHLAND NO 2 1962,
 LO0849'CEMENTED IN A DRILL HOLE IN A 5 BY 5 FOOT ROCK OUTCROP THAT
 LO0849'PROJECTS 2 FEET.  IT IS 2 FEET HIGHER THAN THE STATION MARK.
 LO0849'
 LO0849'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HIGHLAND 1962,
 LO0849'CEMENTED IN A DRILL HOLE IN A 4 BY 4 FOOT ROCK OUTCROP THAT
 LO0849'PROJECTS 3 FEET ON THE WEST SIDE AND 3 INCHES ON THE EAST SIDE.
 LO0849'IT IS 31 FEET EAST SOUTHEAST OF A POWER LINE POLE NUMBER 15, 150
 LO0849'FEET WEST OF AND ABOUT 30 FEET LOWER THAN WASATCH BOULEVARD AND
 LO0849'2.2 FEET SOUTHEAST OF A WITNESS POST.  TO REACH THE AZIMUTH MARK
 LO0849'FROM THE END OF TRUCK TRAVEL, GO SOUTHWEST FOR ABOUT 150 YARDS.
 LO0849
 LO0849                          STATION RECOVERY (1974)
 LO0849
 LO0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LO0849'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 LO0849'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 LO0849'DISTANCE AND DIRECTION TO ALL THE MARKS COMPARED FAVORABLY
 LO0849'WITH THE 1962 OBSERVATIONS.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 LO0849'
 LO0849'THE STATION IS LOCATED ABOUT 4.5 MILES EAST OF MURRAY, 4 MILES
 LO0849'SOUTH OF INTERSTATE HIGHWAY 80 AND ABOUT 0.2 MILE EAST OF
 LO0849'WASATCH BOULEVARD IN A JUMBLE OF LARGE BOULDERS ON A LOW
 LO0849'BENCH.  THE PROPERTY IS OWNED BY MR. ROBERT J. FISHER.  IT IS
 LO0849'IN THE SOUTHEAST 1/4 OF SECTION 11, T2S R1E.
 LO0849'
 LO0849'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 LO0849'HIGHWAYS 80 AND 215 NEAR THE EASTERN EDGE OF SALT LAKE
 LO0849'CITY GO SOUTH ON INTERSTATE HIGHWAY 215 FOR 3.6 MILES TO THE
 LO0849'EXIT OF 4500 SOUTH.  TURN LEFT AND GO EAST CROSSING OVER
 LO0849'INTERSTATE HIGHWAY 215 FOR 0.1 MILE TO A T-INTERSECTION,
 LO0849'(WASATCH BOULEVARD).  TURN RIGHT AND GO SOUTH ON WASATCH
 LO0849'BOULEVARD FOR 0.2 MILE TO A SIDE ROAD LEFT, (OAKCLIFF
 LO0849'DRIVE).  (TO REACH THE AZIMUTH MARK CONTINUE SOUTH ON WASATCH
 LO0849'BOULEVARD FOR 1.4 MILES TO A VERY LARGE ROCK OUTCROP ON THE
 LO0849'LEFT AND THE AZIMUTH MARK ON THE RIGHT).  TURN LEFT
 LO0849'AND GO EAST ON OAKCLIFF DRIVE FOR 0.4 MILE TO A SIDE ROAD
 LO0849'LEFT, (FORTUNA WAY).  TURN LEFT AND GO EASTERLY ON FORTUNA WAY
 LO0849'FOR 0.1 MILE TO A SIDE ROAD RIGHT, (MILE HIGH DRIVE).  TURN
 LO0849'RIGHT AND GO SOUTH ON MILE HIGH DRIVE FOR 0.1 MILE TO A
 LO0849'CABLE GATE, (THE KEYS FOR THE TWO GATES CAN BE OBTAINED FROM
 LO0849'THE U. S. FOREST SERVICE).  PASS THROUGH THE GATE AND CONTINUE
 LO0849'SOUTH ON THE TRACK ROAD FOR 0.1 MILE TO A MICROWAVE TOWER
 LO0849'AND THE END OF TRUCK TRAVEL.  HERE PACK SOUTHERLY ALONG A
 LO0849'GOOD TRAIL FOR ABOUT 20 MINUTES TO WHERE THE TRAIL STARTS
 LO0849'UPHILL.  CONTINUE SOUTHERLY ALONG THE SAME ELEVATION
 LO0849'FOR ABOUT 5 MINUTES TO A LARGE JUMBLE OF BOULDERS AND THE
 LO0849'STATION.
 LO0849'
 LO0849'THE STATION MARK IS A STANDARD DISK STAMPED HIGHLAND
 LO0849'1962, CEMENTED IN A DRILL HOLE IN BOULDER THAT IS EXPOSED 15X24
 LO0849'INCHES AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LO0849'27 FEET NORTH-NORTHWEST OF THE LARGEST BOULDER IN THE AREA.
 LO0849'
 LO0849'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HIGHLAND NO 1 1962,
 LO0849'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS EXPOSED 2X4 FEET AND
 LO0849'PROJECTS 12 INCHES ON THE UPHILL SIDE.  IT IS 29 FEET NORTHWEST
 LO0849'OF THE LARGEST BOULDER IN THE AREA AND ABOUT 2 FEET LOWER THAN THE
 LO0849'STATION.
 LO0849'
 LO0849'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HIGHLAND
 LO0849'NO 2 1962, CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS
 LO0849'EXPOSED 2X3 FEET AND PROJECTS 2 FEET ABOVE THE GROUND
 LO0849'SURFACE.  IT IS 52 FEET NORTH-NORTHWEST OF THE LARGEST BOULDER
 LO0849'IN THE AREA AND ABOUT 2 FEET HIGHER THAN THE STATION.
 LO0849'
 LO0849'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HIGHLAND 1962,
 LO0849'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS EXPOSED 4X4 FEET AND
 LO0849'PROJECTS 3 FEET ON THE WEST SIDE AND 3 INCHES ON THE EAST
 LO0849'SIDE.  IT IS 150 FEET WEST OF THE CENTER OF WASATCH BOULEVARD,
 LO0849'33 FEET EAST-SOUTHEAST OF A POWER POLE NUMBERED 15, 2.6 FEET
 LO0849'SOUTHEAST OF A METAL WITNESS POST WITH SIGN AND ABOUT
 LO0849'30 FEET LOWER THAN WASATCH BOULEVARD.
 LO0849'
 LO0849'THE STATION MAY BE REACHED BY PACKING EASTERLY UP STEEP SLOPE FROM
 LO0849'THE LARGE OUTCROP WITH NUMBERS PAINTED AT THE BASE THAT IS ON THE
 LO0849'EAST SIDE OF WASATCH BOULEVARD AT THE AZIMUTH MARK.  ABOUT
 LO0849'A 20 MINUTE PACK.
 LO0849'
 LO0849'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO0849'4.5 MILES EAST OF MURRAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0744 ***********************************************************************
 MS0744  DESIGNATION -  HIGHWAY 30S STA 1805+00
 MS0744  PID         -  MS0744
 MS0744  STATE/COUNTY-  UT/BOX ELDER
 MS0744  COUNTRY     -  US
 MS0744  USGS QUAD   -  SNOWVILLE (2017)
 MS0744
 MS0744                         *CURRENT SURVEY CONTROL
 MS0744  ______________________________________________________________________
 MS0744* NAD 83(1994) POSITION- 41 57 23.84642(N) 112 40 56.81410(W)   ADJUSTED
 MS0744* NAVD 88 ORTHO HEIGHT -  1555.    (meters)     5102.    (feet) SCALED
 MS0744  ______________________________________________________________________
 MS0744  GEOID HEIGHT    -        -14.931 (meters)                     GEOID18
 MS0744  LAPLACE CORR    -          2.02  (seconds)                    DEFLEC18
 MS0744  HORZ ORDER      -  SECOND
 MS0744
 MS0744.The horizontal coordinates were established by classical geodetic methods
 MS0744.and adjusted by the National Geodetic Survey in November 1997.
 MS0744
 MS0744.The orthometric height was scaled from a topographic map.
 MS0744
 MS0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0744.GEOID18 height accuracy estimate available here.
 MS0744
 MS0744.Click photographs - Photos may exist for this station.
 MS0744
 MS0744.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0744
 MS0744. The following values were computed from the NAD 83(1994) position.
 MS0744
 MS0744;                    North         East     Units Scale Factor Converg.
 MS0744;SPC UT N     - 1,180,942.869   401,966.566   MT  1.00003273   -0 46 46.8
 MS0744;SPC UT N     - 3,874,476.73  1,318,785.31   sFT  1.00003273   -0 46 46.8
 MS0744;UTM  12      - 4,646,329.140   360,566.878   MT  0.99983923   -1 07 30.0
 MS0744
 MS0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0744!SPC UT N     -   0.99975850  x   1.00003273  =   0.99979122
 MS0744!UTM  12      -   0.99975850  x   0.99983923  =   0.99959777
 MS0744
 MS0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM6056646329(NAD 83)
 MS0744
 MS0744                          SUPERSEDED SURVEY CONTROL
 MS0744
 MS0744  NAD 83(1993)-  41 57 23.84098(N)    112 40 56.79590(W) AD(       ) 2
 MS0744  NAD 83(1986)-  41 57 23.84089(N)    112 40 56.79593(W) AD(       ) 2
 MS0744  NAD 27      -  41 57 24.13040(N)    112 40 53.87520(W) AD(       ) 2
 MS0744
 MS0744.Superseded values are not recommended for survey control.
 MS0744
 MS0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0744.See file dsdata.pdf to determine how the superseded data were derived.
 MS0744
 MS0744_MARKER: DD = SURVEY DISK
 MS0744_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MS0744_STAMPING: 1805-00 1960
 MS0744_MARK LOGO: UTDH
 MS0744_MAGNETIC: P = MARKER IS A STEEL PIPE
 MS0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0744
 MS0744  HISTORY     - Date     Condition        Report By
 MS0744  HISTORY     - 1960     MONUMENTED       UTDH
 MS0744
 MS0744                          STATION DESCRIPTION
 MS0744
 MS0744'DESCRIBED BY UTAH STATE DEPARTMENT OF HIGHWAYS 1960
 MS0744'TO REACH THE STATION FROM THE JUNCTION OF THE HOLBROOK ROAD
 MS0744'AND U.S. HIGHWAY 30S, IN SNOWVILLE, DRIVE EASTERLY ON THE
 MS0744'HIGHWAY FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 MS0744'SOUTHEAST ON THE HIGHWAY FOR 0.8 MILE TO THE STATION.
 MS0744'
 MS0744'A UTAH HIGHWAY DEPARTMENT RIGHT-OF-WAY MARK, STAMPED 1805-00 1960.
 MS0744'THE MARK, SET IN THE SOUTHWEST
 MS0744'RIGHT-OF-WAY FENCE, IS A BRONZE DISK RIVETED TO THE TOP OF AN
 MS0744'IRON PIPE, 2 INCHES IN DIAMETER, PROJECTING 6 INCHES ABOVE THE
 MS0744'GROUND.  IT IS 68 FEET SOUTH OF THE CENTER OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0471 ***********************************************************************
 KO0471  DESIGNATION -  HIGHWAY 50 ROW MARK
 KO0471  PID         -  KO0471
 KO0471  STATE/COUNTY-  UT/MILLARD
 KO0471  COUNTRY     -  US
 KO0471  USGS QUAD   -  BUCKSKIN HILLS (2017)
 KO0471
 KO0471                         *CURRENT SURVEY CONTROL
 KO0471  ______________________________________________________________________
 KO0471* NAD 83(1994) POSITION- 39 02 33.38829(N) 113 51 09.50770(W)   ADJUSTED
 KO0471* NAVD 88 ORTHO HEIGHT -  1576.    (meters)     5171.    (feet) SCALED
 KO0471  ______________________________________________________________________
 KO0471  GEOID HEIGHT    -        -20.462 (meters)                     GEOID18
 KO0471  LAPLACE CORR    -          3.40  (seconds)                    DEFLEC18
 KO0471  HORZ ORDER      -  SECOND
 KO0471
 KO0471.The horizontal coordinates were established by classical geodetic methods
 KO0471.and adjusted by the National Geodetic Survey in November 1997.
 KO0471
 KO0471.The orthometric height was scaled from a topographic map.
 KO0471
 KO0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0471.GEOID18 height accuracy estimate available here.
 KO0471
 KO0471.Click photographs - Photos may exist for this station.
 KO0471
 KO0471.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0471
 KO0471. The following values were computed from the NAD 83(1994) position.
 KO0471
 KO0471;                    North         East     Units Scale Factor Converg.
 KO0471;SPC UT C     - 2,081,422.899   296,346.223   MT  0.99999370   -1 30 25.4
 KO0471;SPC UT C     - 6,828,801.63    972,262.57   sFT  0.99999370   -1 30 25.4
 KO0471;UTM  12      - 4,325,377.994   253,111.751   MT  1.00035061   -1 47 52.0
 KO0471
 KO0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0471!SPC UT C     -   0.99975598  x   0.99999370  =   0.99974968
 KO0471!UTM  12      -   0.99975598  x   1.00035061  =   1.00010650
 KO0471
 KO0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ5311125377(NAD 83)
 KO0471
 KO0471                          SUPERSEDED SURVEY CONTROL
 KO0471
 KO0471  NAD 83(1986)-  39 02 33.38412(N)    113 51 09.50830(W) AD(       ) 2
 KO0471  NAD 27      -  39 02 33.57090(N)    113 51 06.56630(W) AD(       ) 2
 KO0471
 KO0471.Superseded values are not recommended for survey control.
 KO0471
 KO0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0471.See file dsdata.pdf to determine how the superseded data were derived.
 KO0471
 KO0471_MARKER: P = PIPE CAP
 KO0471_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0471_MARK LOGO: UTDH
 KO0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0471+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2017
 KO0471
 KO0471  HISTORY     - Date     Condition        Report By
 KO0471  HISTORY     - 1957     MONUMENTED       CGS
 KO0471  HISTORY     - 1957     GOOD             CGS
 KO0471  HISTORY     - 20030830 GOOD             INDIV
 KO0471  HISTORY     - 20170529 GOOD             GEOCAC
 KO0471
 KO0471                          STATION DESCRIPTION
 KO0471
 KO0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KO0471'THE STATION IS LOCATED AIRLINE ABOUT 12-1/2 MILES NORTHEAST
 KO0471'OF GARRISON, UTAH, 15 MILES EAST OF BAKER, NEVADA AND ON NORTH
 KO0471'SIDE OF U.S. HIGHWAY 50 AND 6.
 KO0471'
 KO0471'STATION IS A UTAH HIGHWAY R.O.W. MARK CONSISTING OF A CAP ON
 KO0471'AN IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  A
 KO0471'TRAVERSE WAS MADE TO THE CAP.
 KO0471
 KO0471                          STATION RECOVERY (1957)
 KO0471
 KO0471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0471'THE STATION IS LOCATED AIRLINE ABOUT 12-1/2 MILES NORTHEAST
 KO0471'OF GARRISON, UTAH, 15 MILES EAST OF BAKER, NEVADA AND ON NORTH
 KO0471'SIDE OF U.S. HIGHWAY 50 AND 6.
 KO0471'
 KO0471'STATION IS A UTAH HIGHWAY R.O.W. MARK CONSISTING OF A CAP ON
 KO0471'AN IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  A
 KO0471'TRAVERSE WAS MADE TO THE CAP.
 KO0471
 KO0471                          STATION RECOVERY (2003)
 KO0471
 KO0471'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HDM)
 KO0471'MARK IS IN HIGHWAY RIGHT-OF-WAY FENCE ABOUT 65 FEET NE OF GRAND
 KO0471'STATION.
 KO0471
 KO0471                          STATION RECOVERY (2017)
 KO0471
 KO0471'RECOVERY NOTE BY GEOCACHING 2017 (MFM)
 KO0471'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0247 ***********************************************************************
 MR0247  DESIGNATION -  HIGHWAY 89 MARK
 MR0247  PID         -  MR0247
 MR0247  STATE/COUNTY-  UT/RICH
 MR0247  COUNTRY     -  US
 MR0247  USGS QUAD   -  GARDEN CITY (2017)
 MR0247
 MR0247                         *CURRENT SURVEY CONTROL
 MR0247  ______________________________________________________________________
 MR0247* NAD 83(1986) POSITION- 41 56 49.     (N) 111 24 07.     (W)   SCALED
 MR0247* NAVD 88 ORTHO HEIGHT -  1836.574 (meters)     6025.49  (feet) ADJUSTED
 MR0247  ______________________________________________________________________
 MR0247  GEOID HEIGHT    -        -14.284 (meters)                     GEOID18
 MR0247  DYNAMIC HEIGHT  -       1835.114 (meters)     6020.70  (feet) COMP
 MR0247  MODELED GRAVITY -    979,762.3   (mgal)                       NAVD 88
 MR0247
 MR0247  VERT ORDER      -  SECOND    CLASS 0
 MR0247
 MR0247.The horizontal coordinates were scaled from a map and have
 MR0247.an estimated accuracy of +/- 6 seconds.
 MR0247
 MR0247.The orthometric height was determined by differential leveling and
 MR0247.adjusted by the NATIONAL GEODETIC SURVEY
 MR0247.in June 1991.
 MR0247
 MR0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0247.GEOID18 height accuracy estimate available here.
 MR0247
 MR0247.Click photographs - Photos may exist for this station.
 MR0247
 MR0247.The dynamic height is computed by dividing the NAVD 88
 MR0247.geopotential number by the normal gravity value computed on the
 MR0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0247.degrees latitude (g = 980.6199 gals.).
 MR0247
 MR0247.The modeled gravity was interpolated from observed gravity values.
 MR0247
 MR0247;                    North         East    Units  Estimated Accuracy
 MR0247;SPC UT N     - 1,179,210.      508,130.      MT  (+/- 180 meters Scaled)
 MR0247
 MR0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM666439(NAD 83)
 MR0247
 MR0247                          SUPERSEDED SURVEY CONTROL
 MR0247
 MR0247  NGVD 29 (??/??/92) 1835.332  (m)         6021.42   (f) ADJ UNCH    2 0
 MR0247
 MR0247.Superseded values are not recommended for survey control.
 MR0247
 MR0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0247.See file dsdata.pdf to determine how the superseded data were derived.
 MR0247
 MR0247_MARKER: DD = SURVEY DISK
 MR0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0247_SP_SET: CULVERT
 MR0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0247
 MR0247  HISTORY     - Date     Condition        Report By
 MR0247  HISTORY     - UNK      MONUMENTED       BPR
 MR0247  HISTORY     - 1934     GOOD             CGS
 MR0247
 MR0247                          STATION DESCRIPTION
 MR0247
 MR0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0247'IN GARDEN CITY.
 MR0247'AT GARDEN CITY, RICH COUNTY, ON U.S. HIGHWAY 89, ABOUT 0.4 MILE WEST
 MR0247'OF THE T-JUNCTION WITH STATE HIGHWAY 3, AT A CONCRETE CULVERT, AND IN
 MR0247'THE TOP OF THE NORTH HEAD WALL.  A UNITED STATES BUREAU OF PUBLIC
 MR0247'ROADS STANDARD DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0449 ***********************************************************************
 MR0449  DESIGNATION -  HIGHWAY ROW MARKER
 MR0449  PID         -  MR0449
 MR0449  STATE/COUNTY-  UT/CACHE
 MR0449  COUNTRY     -  US
 MR0449  USGS QUAD   -  LOGAN (2017)
 MR0449
 MR0449                         *CURRENT SURVEY CONTROL
 MR0449  ______________________________________________________________________
 MR0449* NAD 83(1986) POSITION- 41 44 20.     (N) 111 49 00.     (W)   SCALED
 MR0449* NAVD 88 ORTHO HEIGHT -  1428.36  (+/-2cm)     4686.2   (feet) VERTCON3
 MR0449  ______________________________________________________________________
 MR0449  GEOID HEIGHT    -        -15.467 (meters)                     GEOID18
 MR0449  VERT ORDER      -  ? (See Below)
 MR0449
 MR0449.The horizontal coordinates were scaled from a map and have
 MR0449.an estimated accuracy of +/- 6 seconds.
 MR0449
 MR0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0449
 MR0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0449.GEOID18 height accuracy estimate available here.
 MR0449
 MR0449.The vertical order pertains to the NGVD 29 superseded value.
 MR0449
 MR0449.Click photographs - Photos may exist for this station.
 MR0449
 MR0449;                    North         East    Units  Estimated Accuracy
 MR0449;SPC UT N     - 1,156,140.      473,660.      MT  (+/- 180 meters Scaled)
 MR0449
 MR0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM320211(NAD 83)
 MR0449
 MR0449                          SUPERSEDED SURVEY CONTROL
 MR0449
 MR0449  NGVD 29 (??/??/92) 1427.287  (m)         4682.69   (f) ADJ UNCH       
 MR0449
 MR0449.Superseded values are not recommended for survey control.
 MR0449
 MR0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0449.See file dsdata.pdf to determine how the superseded data were derived.
 MR0449
 MR0449_MARKER: Z = SEE DESCRIPTION
 MR0449_SETTING: 0 = UNSPECIFIED SETTING
 MR0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0449
 MR0449  HISTORY     - Date     Condition        Report By
 MR0449  HISTORY     - UNK      MONUMENTED       CGS
 MR0449  HISTORY     - 1951     GOOD             CGS
 MR0449
 MR0449                          STATION DESCRIPTION
 MR0449
 MR0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MR0449'IN LOGAN.
 MR0449'THIS IS A STATE HIGHWAY RIGHT-OF-WAY BOUNDARY MARKER.  IT IS 36 FEET
 MR0449'EAST OF A STONE GATE POST ON THE SOUTH SIDE OF A PAVED SIDEWALK
 MR0449'LEADING ONTO THE UTAH STATE AGRICULTURAL COLLEGE CAMPUS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0363 ***********************************************************************
 KM0363  DESIGNATION -  HILL
 KM0363  PID         -  KM0363
 KM0363  STATE/COUNTY-  UT/GRAND
 KM0363  COUNTRY     -  US
 KM0363  USGS QUAD   -  WALKER POINT (2017)
 KM0363
 KM0363                         *CURRENT SURVEY CONTROL
 KM0363  ______________________________________________________________________
 KM0363* NAD 83(1994) POSITION- 39 16 28.74877(N) 109 51 11.25200(W)   ADJUSTED
 KM0363* NAVD 88 ORTHO HEIGHT -  2850.    (meters)     9350.    (feet) SCALED
 KM0363  ______________________________________________________________________
 KM0363  GEOID HEIGHT    -        -17.813 (meters)                     GEOID18
 KM0363  LAPLACE CORR    -          9.89  (seconds)                    DEFLEC18
 KM0363  HORZ ORDER      -  FIRST
 KM0363
 KM0363.The horizontal coordinates were established by classical geodetic methods
 KM0363.and adjusted by the National Geodetic Survey in November 1997.
 KM0363
 KM0363.The orthometric height was scaled from a topographic map.
 KM0363
 KM0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0363.GEOID18 height accuracy estimate available here.
 KM0363
 KM0363.Click photographs - Photos may exist for this station.
 KM0363
 KM0363.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0363
 KM0363. The following values were computed from the NAD 83(1994) position.
 KM0363
 KM0363;                    North         East     Units Scale Factor Converg.
 KM0363;SPC UT C     - 2,105,813.009   642,093.970   MT  0.99994632   +1 03 17.8
 KM0363;SPC UT C     - 6,908,821.51  2,106,603.30   sFT  0.99994632   +1 03 17.8
 KM0363;UTM  12      - 4,347,882.590   598,926.117   MT  0.99972050   +0 43 33.9
 KM0363
 KM0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0363!SPC UT C     -   0.99955580  x   0.99994632  =   0.99950214
 KM0363!UTM  12      -   0.99955580  x   0.99972050  =   0.99927642
 KM0363
 KM0363:                Primary Azimuth Mark                     Grid Az
 KM0363:SPC UT C     -  HILL AZ MK                               116 48 30.8
 KM0363:UTM  12      -  HILL AZ MK                               117 08 14.7
 KM0363
 KM0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ9892647882(NAD 83)
 KM0363
 KM0363|---------------------------------------------------------------------|
 KM0363| PID    Reference Object                     Distance      Geod. Az  |
 KM0363|                                                           dddmmss.s |
 KM0363| CM7424 HILL RM 1                             8.120 METERS 02528     |
 KM0363| CM7423 HILL AZ MK                                         1175148.6 |
 KM0363| CM7425 HILL RM 2                             8.901 METERS 27938     |
 KM0363|---------------------------------------------------------------------|
 KM0363
 KM0363                          SUPERSEDED SURVEY CONTROL
 KM0363
 KM0363  NAD 83(1986)-  39 16 28.71271(N)    109 51 11.23892(W) AD(       ) 1
 KM0363  NAD 27      -  39 16 28.83800(N)    109 51 08.73400(W) AD(       ) 1
 KM0363
 KM0363.Superseded values are not recommended for survey control.
 KM0363
 KM0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0363.See file dsdata.pdf to determine how the superseded data were derived.
 KM0363
 KM0363_MARKER: DS = TRIANGULATION STATION DISK
 KM0363_SETTING: 80 = SET IN A BOULDER
 KM0363
 KM0363  HISTORY     - Date     Condition        Report By
 KM0363  HISTORY     - 1936     MONUMENTED       CGS
 KM0363
 KM0363                          STATION DESCRIPTION
 KM0363
 KM0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 KM0363'IN T 18 S, R 19 E, ON E EDGE OF BADLANDS E OF GREEN RIVER AND
 KM0363'NEAR HEAD OF HILL CREEK, ON HIGHEST POINT BETWEEN HEAD OF HILL
 KM0363'CREEK AND GREEN RIVER.  PEAK IS SECOND ONE FROM S OF FOUR
 KM0363'HIGH POINTS IN THIS VICINITY, AND HAS GRADUAL SLOPES ON ALL
 KM0363'SIDES EXCEPT SE, WHICH DROPS SHARPLY INTO DEEP CANYON.  TO
 KM0363'REACH STATION FROM WARDLES RANCH AT MOUTH OF HORSE CORN CANYON.
 KM0363'GO W AND SW UP HORSE CORN CANYON 1.0 MILE TO WIRE GATE.  PASS
 KM0363'THRUGATE AND CONTINUE UP CANYON 9.3 MILES TO WHERE CANYON
 KM0363'FORKS AND ROAD LEAVES BOTTOM OF WASH.  GO UP LEFT CANYON 2.85
 KM0363'MILES TO SADDLE ON DIVIDE AND HEAD OF CANYON.  AT THIS POINT
 KM0363'WAGON ROAD, COMES IN FROM RIGHT.  GO S ON MAIN ROAD ALONG
 KM0363'CREST OF RIDGE 5.5 MILES TO FORK.  TAKE RIGHT FORK AND
 KM0363'GO 4.55 MILES.  TAKE LEFT FORK AND GO 2.0 MILES TO DIM
 KM0363'ROAD TO LEFT.  KEEP TO RIGHT FORK ON TOP OF RIDGE FOR 1.05
 KM0363'MILES.  TAKE LEFT FORK AROUND HILLSIDE AND DOWN INTO
 KM0363'DRAW AND GO 1.4 MILES TO LOG CABIN AND BRANDING CORRALS.
 KM0363'THERE IS FENCED-IN SPRING, WITH GOOD WATER, ON RIGHT.  TURN
 KM0363'RIGHT ACROSS STREAM FROM SPRING, AND FOLLOW ROAD UP DRAW TO S
 KM0363'2.5 MILES TO UNFINISHED LOG CABIN STRAIGHT AHEAD, ROAD
 KM0363'TURNING LEFT UP HILL.  IN 1936 THIS WAS END OF TRUCK
 KM0363'TRAVEL, ROAD BEING WASHED OUT AT THIS POINT.  FROM HERE
 KM0363'FOLLOW ROAD UP HILL ABOUT 3/4 MILE TO WHERE IT CROSSES RIDGE
 KM0363'AND GOES DOWN OTHER SIDE.  ABOUT 100 FEET BEFORE REACHING
 KM0363'EXTREME TOP OF RIDGE, ROAD IS CROSSED BY WELL-TRAVELED
 KM0363'CATTLE TRAIL.  TURN RIGHT ALONG THIS TRAIL AND GO ALONG TOP
 KM0363'OF RIDGE ABOUT 1/2 MILE IN SOUTHERLY DIRECTION TO FORK IN
 KM0363'TRAIL AND BOULDER IN FORK WITH TRIANGLE CUT INTO IT.  TAKE
 KM0363'LEFT FORK AND FOLLOW DIM BLAZED TRAIL ABOUT 400 YARDS TO
 KM0363'OPENING IN TIMBER AND LOG SALT TROUGH IN CENTER OF OPEN
 KM0363'SPACE.  KEEP TO LEFT OF OPENING AND PICK UP WELL-TRAVELED
 KM0363'TRAIL COMING IN FROM LEFT.  CONTINUE STRAIGHT AHEAD (S)
 KM0363'ALONG TOP OF RIDGE ON MAIN TRAIL ABOUT 2 MILES TO WHERE TRAIL
 KM0363'SWINGS AROUND LEFT SIDE OF SAGE-COVERED HILLS.  CONTINUE
 KM0363'STRAIGHT AHEAD ON MAIN TRAIL ABOUT 1/2 MILE TO WHERE TRAIL
 KM0363'SKIRTS LEFT SIDE OF ANOTHER HILL AND STARTS DROPPING INTO
 KM0363'CANYON ON LEFT.  SMALL ROCK CAIRN AND TRIANGLE OF ROCKS IS ON
 KM0363'RIGHT SIDE OF TRAIL AT THIS POINT.  AT TRIANGLE OF ROCKS
 KM0363'LEAVE TRAIL AND CONTINUE AROUND HILLSIDE TO RIGHT ABOUT 200
 KM0363'YARDS TO EDGE OF DEEP CANYON.  TURN RIGHT (W) ALONG EDGE
 KM0363'OF CANYON AROUND FIRST HILL AND INTO SADDLE BEYOND.
 KM0363'CONTINUE ALONG EDGE OF CANYON TO TOP OF NEXT HILL AND
 KM0363'STATION, ABOUT 1 MILE FROM TRIANGLE OF ROCKS.  STATION
 KM0363'MARKED BY STANDARD DISK IN BOULDER, 8 INCHES IN DIAMETER
 KM0363'AND FLUSH WITH GROUND.  REFERENCE AND AZIMUTH MARKS ARE
 KM0363'STANDARD DISKS IN BOULDERS.  NO. 1 IS IN BOULDER 8 INCHES
 KM0363'IN DIAMETER AND PROJECTING 5 INCHES ABOVE GROUND.  IT IS 8.122
 KM0363'METERS (26.65 FEET) NNE OF STATION N 25 DEG 28 MIN E.
 KM0363'NO. 2 IS IN BOULDER 10 INCHES IN DIAMETER PROJECTING
 KM0363'2 INCHES ABOVE GROUND, AND IS 8.901 METERS (29.20 FEET) W OF
 KM0363'STATION N 80 DEG 22 MIN W.  AZIMUTH MARK IS IN
 KM0363'BOULDER 14 BY 28 INCHES IN SIZE, FLUSH WITH GROUND, AND ABOUT
 KM0363'1/2 MILE ESE FROM STATION S 62 DEG 08 MIN E.
 KM0363'BEARING TO CARBON AND EMERY COUNTIES BOUNDARY MARKER, DISTANT
 KM0363'21 MILES, IS N 50 DEG 31 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5807 ***********************************************************************
 AI5807  CBN         -  This is a Cooperative Base Network Control Station.
 AI5807  DESIGNATION -  HILL TOP
 AI5807  PID         -  AI5807
 AI5807  STATE/COUNTY-  UT/SANPETE
 AI5807  COUNTRY     -  US
 AI5807  USGS QUAD   -  FAIRVIEW (2017)
 AI5807
 AI5807                         *CURRENT SURVEY CONTROL
 AI5807  ______________________________________________________________________
 AI5807* NAD 83(2011) POSITION- 39 42 26.24263(N) 111 28 14.07217(W)   ADJUSTED
 AI5807* NAD 83(2011) ELLIP HT-  1943.212 (meters)        (06/27/12)   ADJUSTED
 AI5807* NAD 83(2011) EPOCH   -  2010.00
 AI5807* NAVD 88 ORTHO HEIGHT -  1960.0   (meters)     6430.    (feet) GPS OBS
 AI5807  ______________________________________________________________________
 AI5807  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5807  GEOID HEIGHT    -        -16.729 (meters)                     GEOID09
 AI5807  GEOID HEIGHT    -        -16.718 (meters)                     GEOID18
 AI5807  NAD 83(2011) X  - -1,799,015.637 (meters)                     COMP
 AI5807  NAD 83(2011) Y  - -4,573,954.349 (meters)                     COMP
 AI5807  NAD 83(2011) Z  -  4,054,277.197 (meters)                     COMP
 AI5807  LAPLACE CORR    -          4.54  (seconds)                    DEFLEC18
 AI5807
 AI5807  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5807  Standards:
 AI5807         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5807            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5807  -------------------------------------------------------------------
 AI5807  NETWORK    0.40   0.98           0.18   0.14   0.50     -0.01002198
 AI5807  -------------------------------------------------------------------
 AI5807  Click here for local accuracies and other accuracy information.
 AI5807
 AI5807.The horizontal coordinates were established by GPS observations
 AI5807.and adjusted by the National Geodetic Survey in June 2012.
 AI5807
 AI5807.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5807.been affixed to the stable North American tectonic plate. See 
 AI5807.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5807
 AI5807.The horizontal coordinates are valid at the epoch date displayed above
 AI5807.which is a decimal equivalence of Year/Month/Day.
 AI5807
 AI5807.The orthometric height was determined by GPS observations and a
 AI5807.high-resolution geoid model.
 AI5807
 AI5807.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5807.GEOID18 height accuracy estimate available here.
 AI5807
 AI5807.Click photographs - Photos may exist for this station.
 AI5807
 AI5807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5807
 AI5807.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5807
 AI5807.The ellipsoidal height was determined by GPS observations
 AI5807.and is referenced to NAD 83.
 AI5807
 AI5807. The following values were computed from the NAD 83(2011) position.
 AI5807
 AI5807;                    North         East     Units Scale Factor Converg.
 AI5807;SPC UT C     - 2,152,534.842   502,523.109   MT  0.99990129   +0 01 07.9
 AI5807;SPC UT C     - 7,062,108.06  1,648,694.57   sFT  0.99990129   +0 01 07.9
 AI5807;UTM  12      - 4,395,375.885   459,660.738   MT  0.99962003   -0 18 02.3
 AI5807
 AI5807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5807!SPC UT C     -   0.99969523  x   0.99990129  =   0.99959656
 AI5807!UTM  12      -   0.99969523  x   0.99962003  =   0.99931538
 AI5807
 AI5807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ5966095375(NAD 83)
 AI5807
 AI5807                          SUPERSEDED SURVEY CONTROL
 AI5807
 AI5807  NAD 83(2007)-  39 42 26.24244(N)    111 28 14.07293(W) AD(2002.00) 0
 AI5807  ELLIP H (02/10/07) 1943.233  (m)                       GP(2002.00)    
 AI5807  ELLIP H (09/19/06) 1943.210  (m)                       GP(       ) 3 1
 AI5807  NAD 83(1994)-  39 42 26.24197(N)    111 28 14.07238(W) AD(       ) A
 AI5807  ELLIP H (06/28/00) 1943.253  (m)                       GP(       ) 4 1
 AI5807  NAVD 88 (09/19/06) 1959.9    (m)  GEOID03  model used  GPS OBS        
 AI5807  NAVD 88 (06/28/00) 1959.9    (m)  GEOID99  model used  GPS OBS        
 AI5807
 AI5807.Superseded values are not recommended for survey control.
 AI5807
 AI5807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5807.See file dsdata.pdf to determine how the superseded data were derived.
 AI5807
 AI5807_MARKER: DD = SURVEY DISK
 AI5807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5807_STAMPING: GPS 1999 HILL TOP
 AI5807_MARK LOGO: GEOCE
 AI5807_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5807+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 AI5807
 AI5807  HISTORY     - Date     Condition        Report By
 AI5807  HISTORY     - 1999     MONUMENTED       GEOCE
 AI5807  HISTORY     - 20060726 GOOD             SUNENG
 AI5807
 AI5807                          STATION DESCRIPTION
 AI5807
 AI5807'DESCRIBED BY GEOCIVIL ENGINEERS 1999 (LRD)
 AI5807'THE STATION IS LOCATED IN THE NORTHWEST QUARTER SECTION 10 T13S R4E
 AI5807'SALT LAKE BASE AND MERIDIAN, ABOUT 16.6 KM (10.30 MI) NORTHEAST OF
 AI5807'FOUNTAIN GREEN, 10.8 KM (6.70 MI) SOUTH OF INDIANOLA AND 8.9 KM (5.55
 AI5807'MI) NORTH-NORTHWEST OF FAIRVIEW.  OWNERSHIP--UDOT.  TO REACH THE
 AI5807'STATION FROM THE JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 31,
 AI5807'FAIRVIEW CANYON ROAD OR 400 NORTH STREET, IN FAIRVIEW, GO NORTH ON
 AI5807'HIGHWAY 89 FOR 8.7 KM (5.40 MI) TO A SIDE ROAD RIGHT, MILBURN ROAD.
 AI5807'TURN LEFT INTO THE ENTRANCE TO A VIEW AREA ON THE WEST SIDE OF HIGHWAY
 AI5807'89 AND THE STATION TO THE NORTH OF THE ENTRANCE ROAD.  THE STATION IS
 AI5807'A DISK SET IN TOP OF A CONCRETE MONUMENT RECESSED 30 CM BELOW A
 AI5807'MONUMENT RING AND COVER.  THE MONUMENT WAS CONSTRUCTED BY EXCAVATING A
 AI5807'0.75 M (2.46 FT) BY 1.5 M (4.9 FT) BY 2.75 M (9.02 FT) HOLE, FILLING
 AI5807'IT TO WITHIN 1.0 M (3.3 FT) OF GROUND SURFACE WITH CONCRETE.  FROM 1 M
 AI5807'(3.3 FT) BELOW THE GROUND SURFACE, THE MONUMENT WAS FORMED IN A 0.46 M
 AI5807'(1.51 FT) FORM TO ABOUT 0.3 M (1.0 FT) BELOW THE SURFACE AND
 AI5807'REINFORCED WITH 6 ONE HALF INCH BARS TIED WITH 0.3 M (1.0 FT) DIAMETER
 AI5807'CIRCLE TIES EXTENDING TO THE BASE OF THE MONUMENT. THE UPPER PORTION
 AI5807'OF THE MONUMENT IS ENCASED INSIDE OF A 0.69 M (2.26 FT) CONCRETE PIPE,
 AI5807'COVERED WITH A 1.22 M (4.00 FT) HEXAGONAL CONCRETE COVER SET FLUSH
 AI5807'WITH THE GROUND.  THE STATION IS ACCESSED THROUGH A 0.25 M (0.82 FT)
 AI5807'MONUMENT RING AND COVER CAST INTO THE CENTER OF THE HEXAGONAL CONCRETE
 AI5807'COVER.  IT IS 36.9 M (121.1 FT) WEST OF THE CENTER OF HIGHWAY 89, 22.9
 AI5807'M (75.1 FT) NORTHWEST OF THE MIDDLE POINT OF A CURVED PORTION OF THE
 AI5807'NORTH SIDE CURB AND GUTTER OF THE VIEW AREA ENTRANCE AND 8.8 M (28.9
 AI5807'FT) EAST OF A BRASS CAP RIGHT-OF-WAY MARKER.
 AI5807
 AI5807                          STATION RECOVERY (2006)
 AI5807
 AI5807'RECOVERY NOTE BY SUNRISE ENGINEERING 2006 (BLC)
 AI5807'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DG7432 ***********************************************************************
 DG7432  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG7432  DESIGNATION -  HILL72____UT2004 CORS ARP
 DG7432  CORS_ID     -  P057
 DG7432  PID         -  DG7432
 DG7432  STATE/COUNTY-  UT/BOX ELDER
 DG7432  COUNTRY     -  US
 DG7432  USGS QUAD   -  BULLS PASS (2017)
 DG7432
 DG7432                         *CURRENT SURVEY CONTROL
 DG7432  ______________________________________________________________________
 DG7432* NAD 83(2011) POSITION- 41 45 23.63733(N) 112 37 23.25058(W)   ADJUSTED
 DG7432* NAD 83(2011) ELLIP HT-  1382.894 (meters)        (04/??/25)   ADJUSTED
 DG7432* NAD 83(2011) EPOCH   -  2010.00
 DG7432  ______________________________________________________________________
 DG7432  GEOID HEIGHT    -        -15.427 (meters)                     GEOID18
 DG7432  NAD 83(2011) X  - -1,833,358.061 (meters)                     COMP
 DG7432  NAD 83(2011) Y  - -4,399,354.235 (meters)                     COMP
 DG7432  NAD 83(2011) Z  -  4,226,392.943 (meters)                     COMP
 DG7432
 DG7432  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG7432  Standards:
 DG7432         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG7432            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG7432  -------------------------------------------------------------------
 DG7432  NETWORK    0.47   0.56           0.17   0.19   0.28     -0.53395100
 DG7432  -------------------------------------------------------------------
 DG7432
 DG7432.The coordinates were established by GPS observations
 DG7432.and adjusted by the National Geodetic Survey in April 2025.
 DG7432
 DG7432.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG7432.been affixed to the stable North American Tectonic Plate. 
 DG7432
 DG7432.The coordinates are valid at the epoch date displayed above
 DG7432.which is a decimal equivalence of Year/Month/Day.
 DG7432
 DG7432.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DG7432.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DG7432.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DG7432.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DG7432.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DG7432.published epoch of 2010.00.
 DG7432
 DG7432.Additional information on MYCS is available at:
 DG7432.https://geodesy.noaa.gov/CORS/index.shtml
 DG7432
 DG7432.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7432.GEOID18 height accuracy estimate available here.
 DG7432
 DG7432.The PID for the CORS L1 Phase Center is DR1621.
 DG7432
 DG7432.Click photographs - Photos may exist for this station.
 DG7432
 DG7432.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG7432
 DG7432.The ellipsoidal height was determined by GPS observations
 DG7432.and is referenced to NAD 83.
 DG7432
 DG7432. The following values were computed from the NAD 83(2011) position.
 DG7432
 DG7432;                    North         East     Units Scale Factor Converg.
 DG7432;SPC UT N     - 1,158,658.633   406,597.410   MT  0.99999577   -0 44 25.9
 DG7432;SPC UT N     - 3,801,365.87  1,333,978.34   sFT  0.99999577   -0 44 25.9
 DG7432;UTM  12      - 4,624,021.638   365,063.443   MT  0.99982406   -1 04 52.0
 DG7432
 DG7432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7432!SPC UT N     -   0.99978315  x   0.99999577  =   0.99977892
 DG7432!UTM  12      -   0.99978315  x   0.99982406  =   0.99960724
 DG7432
 DG7432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM6506324021(NAD 83)
 DG7432
 DG7432                          SUPERSEDED SURVEY CONTROL
 DG7432
 DG7432  NAD 83(2011)-  41 45 23.63752(N)    112 37 23.25077(W) AD(2010.00) c
 DG7432  ELLIP H (07/??/20) 1382.885  (m)                       GP(2010.00) c c
 DG7432  NAD 83(2011)-  41 45 23.63752(N)    112 37 23.25089(W) AD(2010.00) c
 DG7432  ELLIP H (06/??/19) 1382.890  (m)                       GP(2010.00) c c
 DG7432  NAD 83(2011)-  41 45 23.63755(N)    112 37 23.25085(W) AD(2010.00) c
 DG7432  ELLIP H (08/??/11) 1382.892  (m)                       GP(2010.00) c c
 DG7432  NAD 83(CORS)-  41 45 23.63736(N)    112 37 23.25093(W) AD(2002.00) c
 DG7432  ELLIP H (10/??/04) 1382.884  (m)                       GP(2002.00) c c
 DG7432
 DG7432.Superseded values are not recommended for survey control.
 DG7432
 DG7432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7432.See file dsdata.pdf to determine how the superseded data were derived.
 DG7432
 DG7432_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG7432
 DG7432                          STATION DESCRIPTION
 DG7432
 DG7432'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DG7432'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DG7432'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DG7432'AND LOG FILES ACCESSIBLE AT:
 DG7432'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DG7434 ***********************************************************************
 DG7434  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG7434  DESIGNATION -  HILL72____UT2004 CORS GRP
 DG7434  CORS_ID     -  P057
 DG7434  PID         -  DG7434
 DG7434  STATE/COUNTY-  UT/BOX ELDER
 DG7434  COUNTRY     -  US
 DG7434  USGS QUAD   -  BULLS PASS (2017)
 DG7434
 DG7434                         *CURRENT SURVEY CONTROL
 DG7434  ______________________________________________________________________
 DG7434* NAD 83(2011) POSITION- 41 45 23.63733(N) 112 37 23.25058(W)   ADJUSTED
 DG7434* NAD 83(2011) ELLIP HT-  1382.886 (meters)        (04/??/25)   ADJUSTED
 DG7434* NAD 83(2011) EPOCH   -  2010.00
 DG7434  ______________________________________________________________________
 DG7434  GEOID HEIGHT    -        -15.427 (meters)                     GEOID18
 DG7434  NAD 83(2011) X  - -1,833,358.059 (meters)                     COMP
 DG7434  NAD 83(2011) Y  - -4,399,354.229 (meters)                     COMP
 DG7434  NAD 83(2011) Z  -  4,226,392.937 (meters)                     COMP
 DG7434  LAPLACE CORR    -          2.72  (seconds)                    DEFLEC18
 DG7434
 DG7434  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG7434  Standards:
 DG7434         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG7434            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG7434  -------------------------------------------------------------------
 DG7434  NETWORK    0.47   0.56           0.17   0.19   0.28     -0.53395100
 DG7434  -------------------------------------------------------------------
 DG7434
 DG7434.The horizontal coordinates were established by GPS observations
 DG7434.and adjusted by the National Geodetic Survey in April 2025.
 DG7434
 DG7434.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG7434.been affixed to the stable North American Tectonic Plate. 
 DG7434
 DG7434.The horizontal coordinates are valid at the epoch date displayed above
 DG7434.which is a decimal equivalence of Year/Month/Day.
 DG7434
 DG7434.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DG7434.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DG7434.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DG7434.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DG7434.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DG7434.published epoch of 2010.00.
 DG7434
 DG7434.Additional information on MYCS is available at:
 DG7434.https://geodesy.noaa.gov/CORS/index.shtml
 DG7434
 DG7434.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7434.GEOID18 height accuracy estimate available here.
 DG7434
 DG7434.Click photographs - Photos may exist for this station.
 DG7434
 DG7434.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG7434
 DG7434.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG7434
 DG7434.The ellipsoidal height was determined by GPS observations
 DG7434.and is referenced to NAD 83.
 DG7434
 DG7434. The following values were computed from the NAD 83(2011) position.
 DG7434
 DG7434;                    North         East     Units Scale Factor Converg.
 DG7434;SPC UT N     - 1,158,658.633   406,597.410   MT  0.99999577   -0 44 25.9
 DG7434;SPC UT N     - 3,801,365.87  1,333,978.34   sFT  0.99999577   -0 44 25.9
 DG7434;UTM  12      - 4,624,021.638   365,063.443   MT  0.99982406   -1 04 52.0
 DG7434
 DG7434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7434!SPC UT N     -   0.99978315  x   0.99999577  =   0.99977892
 DG7434!UTM  12      -   0.99978315  x   0.99982406  =   0.99960724
 DG7434
 DG7434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM6506324021(NAD 83)
 DG7434
 DG7434                          SUPERSEDED SURVEY CONTROL
 DG7434
 DG7434  NAD 83(2011)-  41 45 23.63752(N)    112 37 23.25077(W) AD(2010.00) A
 DG7434  ELLIP H (07/??/20) 1382.877  (m)                       GP(2010.00) 4 1
 DG7434  NAD 83(2011)-  41 45 23.63752(N)    112 37 23.25089(W) AD(2010.00) A
 DG7434  ELLIP H (06/??/19) 1382.882  (m)                       GP(2010.00) 4 1
 DG7434  NAD 83(2011)-  41 45 23.63755(N)    112 37 23.25085(W) AD(2010.00) A
 DG7434  ELLIP H (08/??/11) 1382.884  (m)                       GP(2010.00) 4 1
 DG7434  NAD 83(CORS)-  41 45 23.63736(N)    112 37 23.25093(W) AD(2002.00) A
 DG7434  ELLIP H (10/??/04) 1382.876  (m)                       GP(2002.00) 4 1
 DG7434
 DG7434.Superseded values are not recommended for survey control.
 DG7434
 DG7434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7434.See file dsdata.pdf to determine how the superseded data were derived.
 DG7434
 DG7434_STAMPING: UNKNOWN
 DG7434
 DG7434                          STATION DESCRIPTION
 DG7434
 DG7434'THIS MONUMENT IS ASSOCIATED WITH STATION 'P057'
 DG7434'AND IS A PART OF THE NOAA CORS NETWORK (NCN). LATEST INFORMATION
 DG7434'INCLUDING POSITIONS AND VEOCITIES ARE AVAILABLE IN THE COORDINATE
 DG7434'AND LOG FILES ACCESSIBLE AT:
 DG7434'https://geodesy.noaa.gov/CORS/index.shtml
 DG7434'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0531 ***********************************************************************
 HO0531  DESIGNATION -  HILLSDALE
 HO0531  PID         -  HO0531
 HO0531  STATE/COUNTY-  UT/GARFIELD
 HO0531  COUNTRY     -  US
 HO0531  USGS QUAD   -  HATCH (2017)
 HO0531
 HO0531                         *CURRENT SURVEY CONTROL
 HO0531  ______________________________________________________________________
 HO0531* NAD 83(1994) POSITION- 37 42 00.34043(N) 112 23 13.98681(W)   ADJUSTED
 HO0531* NAVD 88 ORTHO HEIGHT -  2101.0   (meters)     6893.    (feet) VERTCON3
 HO0531  ______________________________________________________________________
 HO0531  GEOID HEIGHT    -        -20.359 (meters)                     GEOID18
 HO0531  LAPLACE CORR    -          2.80  (seconds)                    DEFLEC18
 HO0531  HORZ ORDER      -  SECOND
 HO0531
 HO0531.The horizontal coordinates were established by classical geodetic methods
 HO0531.and adjusted by the National Geodetic Survey in November 1997.
 HO0531
 HO0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0531
 HO0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0531.GEOID18 height accuracy estimate available here.
 HO0531
 HO0531.Click photographs - Photos may exist for this station.
 HO0531
 HO0531.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0531
 HO0531. The following values were computed from the NAD 83(1994) position.
 HO0531
 HO0531;                    North         East     Units Scale Factor Converg.
 HO0531;SPC UT S     - 3,115,064.304   421,762.030   MT  0.99995237   -0 32 36.9
 HO0531;SPC UT S     -10,220,006.80  1,383,730.93   sFT  0.99995237   -0 32 36.9
 HO0531;UTM  12      - 4,173,446.165   377,708.549   MT  0.99978420   -0 50 54.3
 HO0531
 HO0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0531!SPC UT S     -   0.99967362  x   0.99995237  =   0.99962600
 HO0531!UTM  12      -   0.99967362  x   0.99978420  =   0.99945789
 HO0531
 HO0531:                Primary Azimuth Mark                     Grid Az
 HO0531:SPC UT S     -  RED                                      010 12 08.9
 HO0531:UTM  12      -  RED                                      010 30 26.3
 HO0531
 HO0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG7770873446(NAD 83)
 HO0531
 HO0531|---------------------------------------------------------------------|
 HO0531| PID    Reference Object                     Distance      Geod. Az  |
 HO0531|                                                           dddmmss.s |
 HO0531| HO0534 RED                                 APPROX. 5.7 KM 0093932.0 |
 HO0531| CH2492 HILLSDALE RM 1                       11.250 METERS 14543     |
 HO0531| CH2493 HILLSDALE RM 2                       10.026 METERS 22649     |
 HO0531|---------------------------------------------------------------------|
 HO0531
 HO0531                          SUPERSEDED SURVEY CONTROL
 HO0531
 HO0531  NAD 83(1986)-  37 42 00.33858(N)    112 23 13.98806(W) AD(       ) 2
 HO0531  NAD 27      -  37 42 00.41384(N)    112 23 11.25534(W) AD(       ) 2
 HO0531  NGVD 29 (07/19/86) 2099.6    (m)         6888.     (f) VERT ANG       
 HO0531
 HO0531.Superseded values are not recommended for survey control.
 HO0531
 HO0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0531.See file dsdata.pdf to determine how the superseded data were derived.
 HO0531
 HO0531_MARKER: DD = SURVEY DISK
 HO0531_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HO0531+WITH SETTING: INFORMATION.
 HO0531_STAMPING: HILLSDALE 1971
 HO0531_MARK LOGO: USGS
 HO0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0531
 HO0531  HISTORY     - Date     Condition        Report By
 HO0531  HISTORY     - 1971     MONUMENTED       USGS
 HO0531
 HO0531                          STATION DESCRIPTION
 HO0531
 HO0531'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HO0531'RM 1 TO RM 2 NOT MEASURED.
 HO0531'
 HO0531'LOCATED ABOUT 9 MI SSE. OF PANGUITCH.  ABOUT 4 MI NE. OF
 HO0531'HATCH.  ABOUT 1 MI E. OF U.S. HIGHWAY 89.  100 YARDS E. OF A
 HO0531'N.-S. DIRT RD..  ON THE WEST END OF A LOW, BARE RIDGE.
 HO0531'
 HO0531'TO REACH FROM PANGUITCH DRIVE S. FROM THE TRAFFIC LIGHT ON
 HO0531'U.S. HIGHWAY 89 FOR 9.05 MI TO A T-RD. E..  TURN LEFT FOR 0.2 MI
 HO0531'TO A JCT..  TURN RIGHT S. FOR 2.1 MI TO A TRACK RD. E. ON THE WEST
 HO0531'END OF A LOW RIDGE.  DRIVE E. 100 YARDS ALONG TRACK RD. TO STATION
 HO0531'ON SOUTH SIDE OF TRACK RD.
 HO0531'
 HO0531'STATION MARK--A STANDARD USGS TABLET STAMPED HILLSDALE 1971
 HO0531'FASTENED TO A COPPER-COATED ROD.
 HO0531'
 HO0531'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED HILLSDALE
 HO0531'NO 1 1971 FASTENED TO A COPPER-COATED ROD LEVEL WITH STATION MARK.
 HO0531'
 HO0531'REFERENCE MARK NO. 2--A STANDARD USGS TABLET STAMPED HILLSDALE
 HO0531'NO 2 1971 FASTENED TO A COPPERWELD ROD LEVEL WITH STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KP0312 ***********************************************************************
 KP0312  DESIGNATION -  HILLTOP
 KP0312  PID         -  KP0312
 KP0312  STATE/COUNTY-  UT/MILLARD
 KP0312  COUNTRY     -  US
 KP0312  USGS QUAD   -  SPRING MOUNTAIN (2017)
 KP0312
 KP0312                         *CURRENT SURVEY CONTROL
 KP0312  ______________________________________________________________________
 KP0312* NAD 83(1994) POSITION- 39 28 08.38399(N) 114 02 18.28749(W)   ADJUSTED
 KP0312* NAVD 88 ORTHO HEIGHT -  1947.9   (meters)     6391.    (feet) VERTCON3
 KP0312  ______________________________________________________________________
 KP0312  GEOID HEIGHT    -        -19.844 (meters)                     GEOID18
 KP0312  LAPLACE CORR    -         -6.14  (seconds)                    DEFLEC18
 KP0312  HORZ ORDER      -  THIRD
 KP0312
 KP0312.The horizontal coordinates were established by classical geodetic methods
 KP0312.and adjusted by the National Geodetic Survey in November 1997.
 KP0312
 KP0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0312
 KP0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 KP0312.GEOID18 height accuracy estimate available here.
 KP0312
 KP0312.Click photographs - Photos may exist for this station.
 KP0312
 KP0312.The Laplace correction was computed from DEFLEC18 derived deflections.
 KP0312
 KP0312. The following values were computed from the NAD 83(1994) position.
 KP0312
 KP0312;                    North         East     Units Scale Factor Converg.
 KP0312;SPC UT C     - 2,129,178.956   281,612.419   MT  0.99991910   -1 37 33.8
 KP0312;SPC UT C     - 6,985,481.29    923,923.41   sFT  0.99991910   -1 37 33.8
 KP0312;UTM  11      - 4,373,011.155   754,769.407   MT  1.00039923   +1 53 00.9
 KP0312;UTM  12      - 4,373,231.364   238,620.448   MT  1.00044124   -1 55 57.0
 KP0312
 KP0312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0312!SPC UT C     -   0.99969760  x   0.99991910  =   0.99961672
 KP0312!UTM  11      -   0.99969760  x   1.00039923  =   1.00009671
 KP0312!UTM  12      -   0.99969760  x   1.00044124  =   1.00013870
 KP0312
 KP0312:                Primary Azimuth Mark                     Grid Az
 KP0312:SPC UT C     -  SWAN                                     282 06 38.0
 KP0312:UTM  11      -  SWAN                                     278 36 03.3
 KP0312:UTM  12      -  SWAN                                     282 25 01.2
 KP0312
 KP0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD5476973011(NAD 83)
 KP0312
 KP0312|---------------------------------------------------------------------|
 KP0312| PID    Reference Object                     Distance      Geod. Az  |
 KP0312|                                                           dddmmss.s |
 KP0312| KP0315 SWAN                                APPROX.13.6 KM 2802904.2 |
 KP0312|---------------------------------------------------------------------|
 KP0312
 KP0312                          SUPERSEDED SURVEY CONTROL
 KP0312
 KP0312  NAD 83(1986)-  39 28 08.37829(N)    114 02 18.28721(W) AD(       ) 3
 KP0312  NAD 27      -  39 28 08.58438(N)    114 02 15.29744(W) AD(       ) 3
 KP0312  NGVD 29 (07/19/86) 1946.8    (m)         6387.     (f) VERT ANG       
 KP0312
 KP0312.Superseded values are not recommended for survey control.
 KP0312
 KP0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0312.See file dsdata.pdf to determine how the superseded data were derived.
 KP0312
 KP0312_MARKER: DD = SURVEY DISK
 KP0312_SETTING: 66 = SET IN ROCK OUTCROP
 KP0312_STAMPING: HILLTOP 1958
 KP0312_MARK LOGO: USGS
 KP0312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0312+STABILITY: POSITION/ELEVATION WELL
 KP0312
 KP0312  HISTORY     - Date     Condition        Report By
 KP0312  HISTORY     - 1958     MONUMENTED       USGS
 KP0312  HISTORY     - 1958     GOOD             USGS
 KP0312
 KP0312                          STATION DESCRIPTION
 KP0312
 KP0312'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (WBC)
 KP0312'NOTE--THIS TABLET WAS PLACED IN THE EXACT CENTER OF THE SITE OF A 4
 KP0312'FT. CAIRN WHICH WAS ESTABLISHED AND INTERSECTED BY C. L. PITT, 1950.
 KP0312'(THE TABLET WAS ERRONEOUSLY STAMPED ---1950 1958---.  THE 1950
 KP0312'PORTION WAS LATER CROSSED OUT.)
 KP0312'
 KP0312'LOCATED ABOUT 50.0 MI. NE. OF ELY, NEVADA,
 KP0312'AND 3.3 MI. NW. OF GANDY, UTAH, IN SLIGHT DEPRESSION 1 FT. LOWER
 KP0312'AND 2 FT. S. OF THE HIGHEST POINT OF A PROMINENT HILL ON THE
 KP0312'UTAH-NEVADA BORDER.
 KP0312'
 KP0312'TO REACH FROM THE GANDY ELEMENTARY SCHOOLHOUSE, DRIVE W. FOR 0.2 MI.,
 KP0312'TAKE RIGHT FORK W. FOR 0.4 MI., CROSS N-S. RD. TO TROUT CREEK AND
 KP0312'CONTINUE W. FOR 0.2 MI., TAKE RIGHT FORK (NW.) FOR 0.4 MI., TAKE LEFT
 KP0312'FORK AND PROCEED W. 0.6 MI. TO ABANDONED RANCH HOUSE.  FROM HERE
 KP0312'FOLLOW RD. NW. AND THEN W. FOR 1.9 MI. TO NE. BASE OF HILL.  PACK UP
 KP0312'TRAIL TO VICINITY OF CAVE, FOLLOW SIDE RIDGE SW. TO TOP OF MAIN
 KP0312'RIDGE, FOLLOW ALONG MAIN RIDGE S. FOR 0.4 MI. TO HIGHEST POINT AND
 KP0312'STATION.  A 40 MINUTE PACK.
 KP0312'
 KP0312'STATION MARK--STANDARD TABLET, STAMPED ---HILLTOP 1958---, CEMENTED
 KP0312'IN BEDROCK.
 KP0312'
 KP0312'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 KP0312'1 1958---, CEMENTED IN OUTCROPPING BEDROCK, 29.11 FT. FROM STATION
 KP0312'MARK AND 1.9 FT. LOWER, N 34 DEG 25 MIN W.
 KP0312'
 KP0312'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 KP0312'2 1958---, CEMENTED IN OUTCROPPING BEDROCK, 46.58 FT. FROM STATION
 KP0312'MARK AND 16.4 FT. LOWER, N 61 DEG 32 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0382 ***********************************************************************
 KN0382  DESIGNATION -  HILLTOP
 KN0382  PID         -  KN0382
 KN0382  STATE/COUNTY-  UT/SANPETE
 KN0382  COUNTRY     -  US
 KN0382  USGS QUAD   -  INDIANOLA (2017)
 KN0382
 KN0382                         *CURRENT SURVEY CONTROL
 KN0382  ______________________________________________________________________
 KN0382* NAD 83(1994) POSITION- 39 45 12.36233(N) 111 29 24.98225(W)   ADJUSTED
 KN0382* NAVD 88 ORTHO HEIGHT -  1954.11  (+/-2cm)     6411.1   (feet) VERTCON3
 KN0382  ______________________________________________________________________
 KN0382  GEOID HEIGHT    -        -16.733 (meters)                     GEOID18
 KN0382  LAPLACE CORR    -          5.69  (seconds)                    DEFLEC18
 KN0382  HORZ ORDER      -  THIRD
 KN0382  VERT ORDER      -  THIRD ? (See Below)
 KN0382
 KN0382.The horizontal coordinates were established by classical geodetic methods
 KN0382.and adjusted by the National Geodetic Survey in November 1997.
 KN0382
 KN0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0382
 KN0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0382.GEOID18 height accuracy estimate available here.
 KN0382
 KN0382.The vertical order pertains to the NGVD 29 superseded value.
 KN0382
 KN0382.Click photographs - Photos may exist for this station.
 KN0382
 KN0382.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0382
 KN0382. The following values were computed from the NAD 83(1994) position.
 KN0382
 KN0382;                    North         East     Units Scale Factor Converg.
 KN0382;SPC UT C     - 2,157,657.346   500,833.535   MT  0.99989983   +0 00 22.4
 KN0382;SPC UT C     - 7,078,914.14  1,643,151.36   sFT  0.99989983   +0 00 22.4
 KN0382;UTM  12      - 4,400,506.299   458,000.230   MT  0.99962172   -0 18 48.7
 KN0382
 KN0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0382!SPC UT C     -   0.99969615  x   0.99989983  =   0.99959601
 KN0382!UTM  12      -   0.99969615  x   0.99962172  =   0.99931799
 KN0382
 KN0382:                Primary Azimuth Mark                     Grid Az
 KN0382:SPC UT C     -  BALD                                     275 40 05.3
 KN0382:UTM  12      -  BALD                                     275 59 16.4
 KN0382
 KN0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK5800000506(NAD 83)
 KN0382
 KN0382|---------------------------------------------------------------------|
 KN0382| PID    Reference Object                     Distance      Geod. Az  |
 KN0382|                                                           dddmmss.s |
 KN0382| KN0423 BALD                                APPROX. 7.5 KM 2754027.7 |
 KN0382|---------------------------------------------------------------------|
 KN0382
 KN0382                          SUPERSEDED SURVEY CONTROL
 KN0382
 KN0382  NAD 83(1993)-  39 45 12.35140(N)    111 29 24.97855(W) AD(       ) 3
 KN0382  NAD 83(1986)-  39 45 12.34949(N)    111 29 24.97646(W) AD(       ) 3
 KN0382  NAD 27      -  39 45 12.48696(N)    111 29 22.27108(W) AD(       ) 3
 KN0382  NGVD 29            1952.93   (m)         6407.2    (f) LEVELING    3  
 KN0382
 KN0382.Superseded values are not recommended for survey control.
 KN0382
 KN0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0382.See file dsdata.pdf to determine how the superseded data were derived.
 KN0382
 KN0382_MARKER: DD = SURVEY DISK
 KN0382_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KN0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0382+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 KN0382
 KN0382  HISTORY     - Date     Condition        Report By
 KN0382  HISTORY     - 1938     MONUMENTED       USGS
 KN0382  HISTORY     - 20040413 GOOD             INDIV
 KN0382
 KN0382                          STATION DESCRIPTION
 KN0382
 KN0382'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 KN0382'LOCATED 9.0 MI. NW. OF FAIRVIEW POST OFFICE 2.5 MI. NW. OF HILL TOP,
 KN0382'OVERPASS OF U.S. HIGHWAY 89, DENVER AND RIO GRANDE WESTERN RAILROAD,
 KN0382'0.5 MI. W. OF HIGHWAY ON HIGHEST POINT OF LOW RIDGE, N. OF AND IN
 KN0382'CURVE OF RAILROAD, 0.3 MI. S. OF GRAVEL PIT.
 KN0382'
 KN0382'TO REACH STATION FROM FAIRVIEW, DRIVE NW. ON U.S. HIGHWAY 89, 9.25 MI.
 KN0382'TO T-RD. W. THEN FOLLOW T-RD. W., ABOUT 0.35 MI. TO A ---WHEAT BIN---
 KN0382'CABIN THEN FOLLOW DIM RD. S. LEFT UP SLOPE TO SADDLE IN RIDGE, WHICH
 KN0382'IS END OF TRUCK TRAVEL, FOLLOW UP SLOPE, S. ABOUT 0.3 MI. TO TOP AND
 KN0382'STATION.
 KN0382'
 KN0382'STATION MARK - STANDARD TABLET STAMPED ---HILL TOP 1938--- CEMENTED IN
 KN0382'TOP OF 5 IN. VITRIFIED PIPE SET IN GROUND.
 KN0382'
 KN0382'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.1--
 KN0382'CEMENTED IN TOP OF 5 IN. VITRIFIED PIPE SET IN GROUND, 24.80 FT.
 KN0382'DISTANT FROM STATION MARK, S 68 DEG 52 MIN W.
 KN0382'
 KN0382'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPE---NO.2---
 KN0382'CEMENTED IN TOP OF 5 IN. VITRIFIED PIPE SET IN GROUND, 27.01 FT.
 KN0382'DISTANT FROM STATION MARK, N 24 DEG 21 MIN W.
 KN0382
 KN0382                          STATION RECOVERY (2004)
 KN0382
 KN0382'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (ALY)
 KN0382'STATION MARK FOUND IN GOOD SHAPE, REFERENCE MARKS FOUND BUT IN POOR
 KN0382'CONDITION, SUBJECT TO DESTRUCTION/REMOVAL.  THE RAILROAD, INCLUDING
 KN0382'OVERPASS NO LONGER EXIST (SINCE 1984), IT IS NOW POSSIBLE TO DRIVE A
 KN0382'4WD TO THE STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DH5739 ***********************************************************************
 DH5739  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5739  DESIGNATION -  HITE 1
 DH5739  PID         -  DH5739
 DH5739  STATE/COUNTY-  UT/SAN JUAN
 DH5739  COUNTRY     -  US
 DH5739  USGS QUAD   -  HITE SOUTH (2017)
 DH5739
 DH5739                         *CURRENT SURVEY CONTROL
 DH5739  ______________________________________________________________________
 DH5739* NAD 83(2011) POSITION- 37 52 24.71992(N) 110 23 40.91704(W)   ADJUSTED
 DH5739* NAD 83(2011) ELLIP HT-  1112.696 (meters)        (06/27/12)   ADJUSTED
 DH5739* NAD 83(2011) EPOCH   -  2010.00
 DH5739* NAVD 88 ORTHO HEIGHT -  1133.83  (meters)     3719.9   (feet) GPS OBS
 DH5739  ______________________________________________________________________
 DH5739  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DH5739  GEOID HEIGHT    -        -21.116 (meters)                     GEOID09
 DH5739  GEOID HEIGHT    -        -21.110 (meters)                     GEOID18
 DH5739  NAD 83(2011) X  - -1,757,041.296 (meters)                     COMP
 DH5739  NAD 83(2011) Y  - -4,725,879.881 (meters)                     COMP
 DH5739  NAD 83(2011) Z  -  3,895,056.078 (meters)                     COMP
 DH5739  LAPLACE CORR    -          2.49  (seconds)                    DEFLEC18
 DH5739
 DH5739  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5739  Standards:
 DH5739         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5739            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5739  -------------------------------------------------------------------
 DH5739  NETWORK    0.48   1.27           0.22   0.16   0.65      0.06796828
 DH5739  -------------------------------------------------------------------
 DH5739  Click here for local accuracies and other accuracy information.
 DH5739
 DH5739.The horizontal coordinates were established by GPS observations
 DH5739.and adjusted by the National Geodetic Survey in June 2012.
 DH5739
 DH5739.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5739.been affixed to the stable North American tectonic plate. See 
 DH5739.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5739
 DH5739.The horizontal coordinates are valid at the epoch date displayed above
 DH5739.which is a decimal equivalence of Year/Month/Day.
 DH5739
 DH5739.The orthometric height was determined by GPS observations and a
 DH5739.high-resolution geoid model using precise GPS observation and
 DH5739.processing techniques.
 DH5739
 DH5739.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5739.GEOID18 height accuracy estimate available here.
 DH5739
 DH5739.Click photographs - Photos may exist for this station.
 DH5739
 DH5739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5739
 DH5739.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5739
 DH5739.The ellipsoidal height was determined by GPS observations
 DH5739.and is referenced to NAD 83.
 DH5739
 DH5739. The following values were computed from the NAD 83(2011) position.
 DH5739
 DH5739;                    North         East     Units Scale Factor Converg.
 DH5739;SPC UT S     - 3,134,517.298   597,240.891   MT  0.99995251   +0 40 37.9
 DH5739;SPC UT S     -10,283,828.84  1,959,447.82   sFT  0.99995251   +0 40 37.9
 DH5739;UTM  12      - 4,191,956.068   553,235.176   MT  0.99963490   +0 22 17.8
 DH5739
 DH5739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5739!SPC UT S     -   0.99982543  x   0.99995251  =   0.99977795
 DH5739!UTM  12      -   0.99982543  x   0.99963490  =   0.99946039
 DH5739
 DH5739:                Primary Azimuth Mark                     Grid Az
 DH5739:SPC UT S     -  HITE 2                                   059 52 31.3
 DH5739:UTM  12      -  HITE 2                                   060 10 51.4
 DH5739
 DH5739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG5323591956(NAD 83)
 DH5739
 DH5739|---------------------------------------------------------------------|
 DH5739| PID    Reference Object                     Distance      Geod. Az  |
 DH5739|                                                           dddmmss.s |
 DH5739| DH5740 HITE 2                              APPROX. 0.9 KM 0603309.2 |
 DH5739| DH5741 HITE 3                              APPROX. 1.2 KM 0684641.0 |
 DH5739|---------------------------------------------------------------------|
 DH5739
 DH5739                          SUPERSEDED SURVEY CONTROL
 DH5739
 DH5739  NAD 83(2007)-  37 52 24.71931(N)    110 23 40.91741(W) AD(2002.00) 0
 DH5739  ELLIP H (02/10/07) 1112.720  (m)                       GP(2002.00)    
 DH5739  NAD 83(1994)-  37 52 24.71909(N)    110 23 40.91718(W) AD(       ) A
 DH5739  ELLIP H (05/31/05) 1112.725  (m)                       GP(       ) 3 2
 DH5739  NAVD 88 (05/31/05) 1133.86   (m)  GEOID03  model used  GPS OBS        
 DH5739
 DH5739.Superseded values are not recommended for survey control.
 DH5739
 DH5739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5739.See file dsdata.pdf to determine how the superseded data were derived.
 DH5739
 DH5739_MARKER: DD = SURVEY DISK
 DH5739_SETTING: 66 = SET IN ROCK OUTCROP
 DH5739_STAMPING: HITE 1 2004
 DH5739_MARK LOGO: NGS
 DH5739_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5739_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH5739+STABILITY: POSITION/ELEVATION WELL
 DH5739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5739+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2018
 DH5739
 DH5739  HISTORY     - Date     Condition        Report By
 DH5739  HISTORY     - 20041115 MONUMENTED       NGS
 DH5739  HISTORY     - 20180402 GOOD             REYENG
 DH5739
 DH5739                          STATION DESCRIPTION
 DH5739
 DH5739'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004 (DHM)
 DH5739'THE STATION IS A STANDARD DISK SET FLUSH IN A DRILL HOLE IN A
 DH5739'SANDSTONE OUTCROP (APPROXIMATELY 8M BY 17M) NEAR A SMALL ROCK CAIRN.
 DH5739'IT IS APPROXIMATELY 57.3M AT 317 DEGREES (TRUE) FROM THE NORTHEAST
 DH5739'CORNER OF THE FISH CLEANING STATION AT THE HEAD OF THE BOAT RAMP, THE
 DH5739'CAIRN CAN NOT BE SEEN FROM THE FISH CLEANING STATION.  TO REACH THE
 DH5739'FISH CLEANING STATION FROM THE ENTRANCE TO HITE CROSSING ON UTAH
 DH5739'HIGHWAY 95 PROCEED 2.25 MILE WESTERLY ON THE PAVED ROAD TO THE BOAT
 DH5739'RAMP.  NOTE HITE 2 IS VISIBLE FROM THIS STATION.
 DH5739
 DH5739                          STATION RECOVERY (2018)
 DH5739
 DH5739'RECOVERY NOTE BY REY ENGINEERS INC 2018 (JH)
 DH5739'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DH5740 ***********************************************************************
 DH5740  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5740  DESIGNATION -  HITE 2
 DH5740  PID         -  DH5740
 DH5740  STATE/COUNTY-  UT/SAN JUAN
 DH5740  COUNTRY     -  US
 DH5740  USGS QUAD   -  HITE NORTH (2017)
 DH5740
 DH5740                         *CURRENT SURVEY CONTROL
 DH5740  ______________________________________________________________________
 DH5740* NAD 83(2011) POSITION- 37 52 38.52633(N) 110 23 10.06190(W)   ADJUSTED
 DH5740* NAD 83(2011) ELLIP HT-  1158.999 (meters)        (06/27/12)   ADJUSTED
 DH5740* NAD 83(2011) EPOCH   -  2010.00
 DH5740* NAVD 88 ORTHO HEIGHT -  1180.12  (meters)     3871.8   (feet) GPS OBS
 DH5740  ______________________________________________________________________
 DH5740  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DH5740  GEOID HEIGHT    -        -21.101 (meters)                     GEOID09
 DH5740  GEOID HEIGHT    -        -21.099 (meters)                     GEOID18
 DH5740  NAD 83(2011) X  - -1,756,256.010 (meters)                     COMP
 DH5740  NAD 83(2011) Y  - -4,725,931.906 (meters)                     COMP
 DH5740  NAD 83(2011) Z  -  3,895,420.571 (meters)                     COMP
 DH5740  LAPLACE CORR    -          2.76  (seconds)                    DEFLEC18
 DH5740
 DH5740  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5740  Standards:
 DH5740         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5740            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5740  -------------------------------------------------------------------
 DH5740  NETWORK    0.64   1.61           0.30   0.20   0.82      0.03914563
 DH5740  -------------------------------------------------------------------
 DH5740  Click here for local accuracies and other accuracy information.
 DH5740
 DH5740.The horizontal coordinates were established by GPS observations
 DH5740.and adjusted by the National Geodetic Survey in June 2012.
 DH5740
 DH5740.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5740.been affixed to the stable North American tectonic plate. See 
 DH5740.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5740
 DH5740.The horizontal coordinates are valid at the epoch date displayed above
 DH5740.which is a decimal equivalence of Year/Month/Day.
 DH5740
 DH5740.The orthometric height was determined by GPS observations and a
 DH5740.high-resolution geoid model using precise GPS observation and
 DH5740.processing techniques.
 DH5740
 DH5740.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5740.GEOID18 height accuracy estimate available here.
 DH5740
 DH5740.Click photographs - Photos may exist for this station.
 DH5740
 DH5740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5740
 DH5740.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5740
 DH5740.The ellipsoidal height was determined by GPS observations
 DH5740.and is referenced to NAD 83.
 DH5740
 DH5740. The following values were computed from the NAD 83(2011) position.
 DH5740
 DH5740;                    North         East     Units Scale Factor Converg.
 DH5740;SPC UT S     - 3,134,951.870   597,989.824   MT  0.99995262   +0 40 56.8
 DH5740;SPC UT S     -10,285,254.59  1,961,904.95   sFT  0.99995262   +0 40 56.8
 DH5740;UTM  12      - 4,192,386.503   553,986.177   MT  0.99963590   +0 22 36.9
 DH5740
 DH5740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5740!SPC UT S     -   0.99981817  x   0.99995262  =   0.99977080
 DH5740!UTM  12      -   0.99981817  x   0.99963590  =   0.99945413
 DH5740
 DH5740:                Primary Azimuth Mark                     Grid Az
 DH5740:SPC UT S     -  HITE 1                                   239 52 31.4
 DH5740:UTM  12      -  HITE 1                                   240 10 51.3
 DH5740
 DH5740_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG5398692386(NAD 83)
 DH5740
 DH5740|---------------------------------------------------------------------|
 DH5740| PID    Reference Object                     Distance      Geod. Az  |
 DH5740|                                                           dddmmss.s |
 DH5740| DH5739 HITE 1                              APPROX. 0.9 KM 2403328.2 |
 DH5740|---------------------------------------------------------------------|
 DH5740
 DH5740                          SUPERSEDED SURVEY CONTROL
 DH5740
 DH5740  NAD 83(2007)-  37 52 38.52572(N)    110 23 10.06227(W) AD(2002.00) 0
 DH5740  ELLIP H (02/10/07) 1159.024  (m)                       GP(2002.00)    
 DH5740  NAD 83(1994)-  37 52 38.52550(N)    110 23 10.06204(W) AD(       ) A
 DH5740  ELLIP H (05/31/05) 1159.031  (m)                       GP(       ) 3 2
 DH5740  NAVD 88 (05/31/05) 1180.15   (m)  GEOID03  model used  GPS OBS        
 DH5740
 DH5740.Superseded values are not recommended for survey control.
 DH5740
 DH5740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5740.See file dsdata.pdf to determine how the superseded data were derived.
 DH5740
 DH5740_MARKER: DD = SURVEY DISK
 DH5740_SETTING: 66 = SET IN ROCK OUTCROP
 DH5740_STAMPING: HITE 2 2004
 DH5740_MARK LOGO: NGS
 DH5740_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5740_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH5740+STABILITY: POSITION/ELEVATION WELL
 DH5740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5740+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 DH5740
 DH5740  HISTORY     - Date     Condition        Report By
 DH5740  HISTORY     - 20041115 MONUMENTED       NGS
 DH5740
 DH5740                          STATION DESCRIPTION
 DH5740
 DH5740'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004 (DHM)
 DH5740'TO REACH THE STATION FROM THE ENTRANCE TO HITE CROSSING ON UTAH
 DH5740'HIGHWAY 95, PROCEED 1.6 MILE WESTERLY TO THE HELIPAD AT THE HITE
 DH5740'CROSSING RANGER STATION ON THE RIGHT (NORTH).  FROM THE CENTER OF THE
 DH5740'HELIPAD PROCEED ON FOOT APPROXIMATELY 131 METERS AT 305 DEGREES (TRUE)
 DH5740'TO THE STATION, A SMALL ROCK CAIRN IS VISIBLE FROM THE ROAD AND
 DH5740'HELIPAD.
 DH5740'
 DH5740'THE STATION IS A STANDARD DISK SET FLUSH IN A DRILL HOLE IN A
 DH5740'SANDSTONE OUTCROP AT THE END OF A LARGE ROCK OUTCROP/SHELF NEAR THE
 DH5740'NORTHWEST EDGE OF THE OUTCROP, A SMALL ROCK CAIRN IS NEAR THE STATION.
 DH5740'THE NW EDGE OF THE OUTCROP IS APPROXIMATELY 3 TO 5 METERS ABOVE THE
 DH5740'DRAINAGE BELOW.   NOTE HITE 1 AND HITE 3 ARE VISIBLE FROM THIS
 DH5740'STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DH5741 ***********************************************************************
 DH5741  HT_MOD      -  This is a Height Modernization Survey Station.
 DH5741  DESIGNATION -  HITE 3
 DH5741  PID         -  DH5741
 DH5741  STATE/COUNTY-  UT/SAN JUAN
 DH5741  COUNTRY     -  US
 DH5741  USGS QUAD   -  HITE NORTH (2017)
 DH5741
 DH5741                         *CURRENT SURVEY CONTROL
 DH5741  ______________________________________________________________________
 DH5741* NAD 83(2011) POSITION- 37 52 39.37209(N) 110 22 53.30450(W)   ADJUSTED
 DH5741* NAD 83(2011) ELLIP HT-  1178.930 (meters)        (06/27/12)   ADJUSTED
 DH5741* NAD 83(2011) EPOCH   -  2010.00
 DH5741* NAVD 88 ORTHO HEIGHT -  1200.05  (meters)     3937.2   (feet) GPS OBS
 DH5741  ______________________________________________________________________
 DH5741  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DH5741  GEOID HEIGHT    -        -21.097 (meters)                     GEOID09
 DH5741  GEOID HEIGHT    -        -21.095 (meters)                     GEOID18
 DH5741  NAD 83(2011) X  - -1,755,871.962 (meters)                     COMP
 DH5741  NAD 83(2011) Y  - -4,726,074.309 (meters)                     COMP
 DH5741  NAD 83(2011) Z  -  3,895,453.394 (meters)                     COMP
 DH5741  LAPLACE CORR    -          3.14  (seconds)                    DEFLEC18
 DH5741
 DH5741  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH5741  Standards:
 DH5741         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH5741            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH5741  -------------------------------------------------------------------
 DH5741  NETWORK    0.64   1.63           0.30   0.20   0.83      0.05564879
 DH5741  -------------------------------------------------------------------
 DH5741  Click here for local accuracies and other accuracy information.
 DH5741
 DH5741.The horizontal coordinates were established by GPS observations
 DH5741.and adjusted by the National Geodetic Survey in June 2012.
 DH5741
 DH5741.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH5741.been affixed to the stable North American tectonic plate. See 
 DH5741.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH5741
 DH5741.The horizontal coordinates are valid at the epoch date displayed above
 DH5741.which is a decimal equivalence of Year/Month/Day.
 DH5741
 DH5741.The orthometric height was determined by GPS observations and a
 DH5741.high-resolution geoid model using precise GPS observation and
 DH5741.processing techniques.
 DH5741
 DH5741.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH5741.GEOID18 height accuracy estimate available here.
 DH5741
 DH5741.Click photographs - Photos may exist for this station.
 DH5741
 DH5741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5741
 DH5741.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH5741
 DH5741.The ellipsoidal height was determined by GPS observations
 DH5741.and is referenced to NAD 83.
 DH5741
 DH5741. The following values were computed from the NAD 83(2011) position.
 DH5741
 DH5741;                    North         East     Units Scale Factor Converg.
 DH5741;SPC UT S     - 3,134,982.831   598,398.989   MT  0.99995262   +0 41 07.1
 DH5741;SPC UT S     -10,285,356.17  1,963,247.35   sFT  0.99995262   +0 41 07.1
 DH5741;UTM  12      - 4,192,415.272   554,395.372   MT  0.99963644   +0 22 47.2
 DH5741
 DH5741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5741!SPC UT S     -   0.99981504  x   0.99995262  =   0.99976767
 DH5741!UTM  12      -   0.99981504  x   0.99963644  =   0.99945155
 DH5741
 DH5741:                Primary Azimuth Mark                     Grid Az
 DH5741:SPC UT S     -  HITE 1                                   248 06 03.1
 DH5741:UTM  12      -  HITE 1                                   248 24 23.0
 DH5741
 DH5741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG5439592415(NAD 83)
 DH5741
 DH5741|---------------------------------------------------------------------|
 DH5741| PID    Reference Object                     Distance      Geod. Az  |
 DH5741|                                                           dddmmss.s |
 DH5741| DH5739 HITE 1                              APPROX. 1.2 KM 2484710.2 |
 DH5741|---------------------------------------------------------------------|
 DH5741
 DH5741                          SUPERSEDED SURVEY CONTROL
 DH5741
 DH5741  NAD 83(2007)-  37 52 39.37149(N)    110 22 53.30487(W) AD(2002.00) 0
 DH5741  ELLIP H (02/10/07) 1178.954  (m)                       GP(2002.00)    
 DH5741  NAD 83(1994)-  37 52 39.37127(N)    110 22 53.30464(W) AD(       ) A
 DH5741  ELLIP H (05/31/05) 1178.960  (m)                       GP(       ) 3 2
 DH5741  NAVD 88 (05/31/05) 1200.08   (m)  GEOID03  model used  GPS OBS        
 DH5741
 DH5741.Superseded values are not recommended for survey control.
 DH5741
 DH5741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5741.See file dsdata.pdf to determine how the superseded data were derived.
 DH5741
 DH5741_MARKER: DD = SURVEY DISK
 DH5741_SETTING: 66 = SET IN ROCK OUTCROP
 DH5741_STAMPING: HITE 3 2004
 DH5741_MARK LOGO: NGS
 DH5741_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5741_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH5741+STABILITY: POSITION/ELEVATION WELL
 DH5741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5741+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 DH5741
 DH5741  HISTORY     - Date     Condition        Report By
 DH5741  HISTORY     - 20041115 MONUMENTED       NGS
 DH5741
 DH5741                          STATION DESCRIPTION
 DH5741
 DH5741'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004 (DHM)
 DH5741'THE STATION IS A STANDARD DISK SET FLUSH IN A DRILL HOLE IN A LARGE
 DH5741'(APPROXIMATELY 20M DIAMETER) SANDSTONE OUTCROP, A SMALL ROCK CAIRN IS
 DH5741'NEAR THE STATION.
 DH5741'
 DH5741'TO REACH THE STATION FROM THE ENTRANCE TO HITE CROSSING ON UTAH
 DH5741'HIGHWAY 95, PROCEED 1.4 MILE WESTERLY TO THE STATION ON THE RIGHT.
 DH5741'THE STATION IS LOCATED APPROXIMATELY 68 M AT 344 DEGREES (TRUE) FROM
 DH5741'AN UNDERGROUND ELECTRICAL UTILITY BOX BURIED TO THE NORTHWEST OF THE T
 DH5741'INTERSECTION MADE BY THE MAIN ROAD AND THE NPS HOUSING ROAD, THE ROCK
 DH5741'CAIRN IS VISIBLE FROM THE ROAD.  NOTE HITE 2 IS VISIBLE FROM THIS
 DH5741'STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0854 ***********************************************************************
 HN0854  DESIGNATION -  HITE=ET U 174
 HN0854  PID         -  HN0854
 HN0854  STATE/COUNTY-  UT/GARFIELD
 HN0854  COUNTRY     -  US
 HN0854  USGS QUAD   -  HITE SOUTH (2017)
 HN0854
 HN0854                         *CURRENT SURVEY CONTROL
 HN0854  ______________________________________________________________________
 HN0854* NAD 83(1994) POSITION- 37 51 34.77488(N) 110 25 46.66626(W)   ADJUSTED
 HN0854* NAVD 88 ORTHO HEIGHT -  1695.1   (meters)     5561.    (feet) VERTCON3
 HN0854  ______________________________________________________________________
 HN0854  GEOID HEIGHT    -        -21.099 (meters)                     GEOID18
 HN0854  LAPLACE CORR    -         -7.27  (seconds)                    DEFLEC18
 HN0854  HORZ ORDER      -  SECOND
 HN0854
 HN0854.The horizontal coordinates were established by classical geodetic methods
 HN0854.and adjusted by the National Geodetic Survey in November 1997.
 HN0854
 HN0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0854
 HN0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0854.GEOID18 height accuracy estimate available here.
 HN0854
 HN0854.Click photographs - Photos may exist for this station.
 HN0854
 HN0854.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0854
 HN0854. The following values were computed from the NAD 83(1994) position.
 HN0854
 HN0854;                    North         East     Units Scale Factor Converg.
 HN0854;SPC UT S     - 3,132,941.836   594,185.590   MT  0.99995216   +0 39 20.9
 HN0854;SPC UT S     -10,278,660.01  1,949,423.89   sFT  0.99995216   +0 39 20.9
 HN0854;UTM  12      - 4,190,397.426   550,172.492   MT  0.99963100   +0 21 00.2
 HN0854
 HN0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0854!SPC UT S     -   0.99973739  x   0.99995216  =   0.99968957
 HN0854!UTM  12      -   0.99973739  x   0.99963100  =   0.99936849
 HN0854
 HN0854:                Primary Azimuth Mark                     Grid Az
 HN0854:SPC UT S     -  NOSE=ET U 177                            067 30 32.6
 HN0854:UTM  12      -  NOSE=ET U 177                            067 48 53.3
 HN0854
 HN0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG5017290397(NAD 83)
 HN0854
 HN0854|---------------------------------------------------------------------|
 HN0854| PID    Reference Object                     Distance      Geod. Az  |
 HN0854|                                                           dddmmss.s |
 HN0854| CM7426 HITE RM 1                            25.721 METERS 04949     |
 HN0854| HN0845 NOSE=ET U 177                       APPROX.13.8 KM 0680953.5 |
 HN0854| CM7427 HITE RM 2                            20.085 METERS 14006     |
 HN0854|---------------------------------------------------------------------|
 HN0854
 HN0854                          SUPERSEDED SURVEY CONTROL
 HN0854
 HN0854  NAD 83(1986)-  37 51 34.76881(N)    110 25 46.66592(W) AD(       ) 2
 HN0854  NAD 27      -  37 51 34.81386(N)    110 25 44.15427(W) AD(       ) 2
 HN0854  NGVD 29 (07/19/86) 1694.1    (m)         5558.     (f) VERT ANG       
 HN0854
 HN0854.Superseded values are not recommended for survey control.
 HN0854
 HN0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0854.See file dsdata.pdf to determine how the superseded data were derived.
 HN0854
 HN0854_MARKER: DB = BENCH MARK DISK
 HN0854_SETTING: 66 = SET IN ROCK OUTCROP
 HN0854_STAMPING: HITE ET U 174 1952
 HN0854_MARK LOGO: USGS
 HN0854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0854+STABILITY: POSITION/ELEVATION WELL
 HN0854
 HN0854  HISTORY     - Date     Condition        Report By
 HN0854  HISTORY     - 1952     MONUMENTED       USGS
 HN0854  HISTORY     - 1963     GOOD             CGS
 HN0854
 HN0854                          STATION DESCRIPTION
 HN0854
 HN0854'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (LGB)
 HN0854'THE STATION IS ABOUT 7 MILES NORTHWEST OF BLUE NOTCH CANYON,
 HN0854'4 MILES NORTH OF THE HITE AIRSTRIP AND ABOUT 2 MILES SOUTHWEST
 HN0854'OF THE CONFLUENCE OF THE DIRTY DEVIL AND COLORADO RIVERS.
 HN0854'IT IS ON THE HIGHEST POINT OF A VERY HIGH SANDSTONE OUTCROP
 HN0854'ON THE EAST RIM OF THE COLORADO RIVER CANYON.
 HN0854'
 HN0854'TO REACH BY HELICOPTER FROM THE HITE AIRSTRIP, FLY NORTH
 HN0854'AND WEST UP THE COLORADO RIVER ABOUT 4 MILES TO HIGHEST
 HN0854'POINT AND A LANDING ABOUT 25 YARDS EAST OF THE STATION.
 HN0854'
 HN0854'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 HN0854'STAMPED HITE ET U 174 1952, CEMENTED IN A DRILL HOLE IN
 HN0854'OUTCROPPING SANDSTONE.
 HN0854'
 HN0854'REFERENCE MARK 1, STAMPED NO 1 1952, IS A U.S. GEOLOGICAL
 HN0854'SURVEY REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 HN0854'SANDSTONE, ABOUT 74 FEET NORTHWEST OF THE SOUTHEAST EDGE OF
 HN0854'THE OUTCROP AND ABOUT 9 FEET LOWER THAN STATION.
 HN0854'
 HN0854'REFERENCE MARK 2, STAMPED NO 2 1952, IS A U.S. GEOLOGICAL
 HN0854'SURVEY REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 HN0854'SANDSTONE, ABOUT 72 FEET NORTHWEST OF THE SOUTHEAST EDGE OF
 HN0854'THE OUTCROP.
 HN0854
 HN0854                          STATION RECOVERY (1963)
 HN0854
 HN0854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HN0854'RECOVERED IN GOOD CONDITION.
 HN0854'
 HN0854'STATION MARK--STANDARD TABLET, STAMPED ---HITE 1952---, CEMENTED IN
 HN0854'SOLID SANDSTONE OUTCROP, AND ADDITIONALLY STAMPED ---ET U 174--- IN
 HN0854'1959.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DG9771 ***********************************************************************
 DG9771  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9771  DESIGNATION -  HNSLVALLY_UT2004 CORS ARP
 DG9771  CORS_ID     -  P121
 DG9771  PID         -  DG9771
 DG9771  STATE/COUNTY-  UT/BOX ELDER
 DG9771  COUNTRY     -  US
 DG9771  USGS QUAD   -  SALT WELLS (2017)
 DG9771
 DG9771                         *CURRENT SURVEY CONTROL
 DG9771  ______________________________________________________________________
 DG9771* NAD 83(2011) POSITION- 41 48 12.17905(N) 112 41 53.79531(W)   ADJUSTED
 DG9771* NAD 83(2011) ELLIP HT-  1453.111 (meters)        (04/??/25)   ADJUSTED
 DG9771* NAD 83(2011) EPOCH   -  2010.00
 DG9771  ______________________________________________________________________
 DG9771  GEOID HEIGHT    -        -15.287 (meters)                     GEOID18
 DG9771  NAD 83(2011) X  - -1,837,809.847 (meters)                     COMP
 DG9771  NAD 83(2011) Y  - -4,393,797.105 (meters)                     COMP
 DG9771  NAD 83(2011) Z  -  4,230,318.227 (meters)                     COMP
 DG9771
 DG9771  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9771  Standards:
 DG9771         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9771            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9771  -------------------------------------------------------------------
 DG9771  NETWORK    0.38   0.59           0.14   0.16   0.30     -0.34052500
 DG9771  -------------------------------------------------------------------
 DG9771
 DG9771.The coordinates were established by GPS observations
 DG9771.and adjusted by the National Geodetic Survey in April 2025.
 DG9771
 DG9771.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9771.been affixed to the stable North American Tectonic Plate. 
 DG9771
 DG9771.The coordinates are valid at the epoch date displayed above
 DG9771.which is a decimal equivalence of Year/Month/Day.
 DG9771
 DG9771.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DG9771.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DG9771.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DG9771.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DG9771.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DG9771.published epoch of 2010.00.
 DG9771
 DG9771.Additional information on MYCS is available at:
 DG9771.https://geodesy.noaa.gov/CORS/index.shtml
 DG9771
 DG9771.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9771.GEOID18 height accuracy estimate available here.
 DG9771
 DG9771.The PID for the CORS L1 Phase Center is DR7671.
 DG9771
 DG9771.Click photographs - Photos may exist for this station.
 DG9771
 DG9771.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9771
 DG9771.The ellipsoidal height was determined by GPS observations
 DG9771.and is referenced to NAD 83.
 DG9771
 DG9771. The following values were computed from the NAD 83(2011) position.
 DG9771
 DG9771;                    North         East     Units Scale Factor Converg.
 DG9771;SPC UT N     - 1,163,941.550   400,419.680   MT  1.00000332   -0 47 24.3
 DG9771;SPC UT N     - 3,818,698.24  1,313,710.23   sFT  1.00000332   -0 47 24.3
 DG9771;UTM  12      - 4,629,340.387   358,918.309   MT  0.99984493   -1 07 56.0
 DG9771
 DG9771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9771!SPC UT N     -   0.99977214  x   1.00000332  =   0.99977546
 DG9771!UTM  12      -   0.99977214  x   0.99984493  =   0.99961710
 DG9771
 DG9771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM5891829340(NAD 83)
 DG9771
 DG9771                          SUPERSEDED SURVEY CONTROL
 DG9771
 DG9771  NAD 83(2011)-  41 48 12.17908(N)    112 41 53.79534(W) AD(2010.00) c
 DG9771  ELLIP H (04/??/22) 1453.114  (m)                       GP(2010.00) c c
 DG9771  NAD 83(2011)-  41 48 12.17929(N)    112 41 53.79553(W) AD(2010.00) c
 DG9771  ELLIP H (06/??/19) 1453.120  (m)                       GP(2010.00) c c
 DG9771  NAD 83(2011)-  41 48 12.17949(N)    112 41 53.79520(W) AD(2010.00) c
 DG9771  NAD 83(2011)-  41 48 12.17940(N)    112 41 53.79553(W) AD(2010.00) c
 DG9771  ELLIP H (08/??/11) 1453.116  (m)                       GP(2010.00) c c
 DG9771  NAD 83(CORS)-  41 48 12.17909(N)    112 41 53.79546(W) AD(2002.00) c
 DG9771  ELLIP H (04/??/05) 1453.106  (m)                       GP(2002.00) c c
 DG9771
 DG9771.Superseded values are not recommended for survey control.
 DG9771
 DG9771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9771.See file dsdata.pdf to determine how the superseded data were derived.
 DG9771
 DG9771_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9771
 DG9771                          STATION DESCRIPTION
 DG9771
 DG9771'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DG9771'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DG9771'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DG9771'AND LOG FILES ACCESSIBLE AT:
 DG9771'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DG9773 ***********************************************************************
 DG9773  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9773  DESIGNATION -  HNSLVALLY_UT2004 CORS GRP
 DG9773  CORS_ID     -  P121
 DG9773  PID         -  DG9773
 DG9773  STATE/COUNTY-  UT/BOX ELDER
 DG9773  COUNTRY     -  US
 DG9773  USGS QUAD   -  SALT WELLS (2017)
 DG9773
 DG9773                         *CURRENT SURVEY CONTROL
 DG9773  ______________________________________________________________________
 DG9773* NAD 83(2011) POSITION- 41 48 12.17905(N) 112 41 53.79531(W)   ADJUSTED
 DG9773* NAD 83(2011) ELLIP HT-  1453.103 (meters)        (04/??/25)   ADJUSTED
 DG9773* NAD 83(2011) EPOCH   -  2010.00
 DG9773  ______________________________________________________________________
 DG9773  GEOID HEIGHT    -        -15.287 (meters)                     GEOID18
 DG9773  NAD 83(2011) X  - -1,837,809.844 (meters)                     COMP
 DG9773  NAD 83(2011) Y  - -4,393,797.099 (meters)                     COMP
 DG9773  NAD 83(2011) Z  -  4,230,318.221 (meters)                     COMP
 DG9773  LAPLACE CORR    -          1.39  (seconds)                    DEFLEC18
 DG9773
 DG9773  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9773  Standards:
 DG9773         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9773            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9773  -------------------------------------------------------------------
 DG9773  NETWORK    0.38   0.59           0.14   0.16   0.30     -0.34052500
 DG9773  -------------------------------------------------------------------
 DG9773
 DG9773.The horizontal coordinates were established by GPS observations
 DG9773.and adjusted by the National Geodetic Survey in April 2025.
 DG9773
 DG9773.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9773.been affixed to the stable North American Tectonic Plate. 
 DG9773
 DG9773.The horizontal coordinates are valid at the epoch date displayed above
 DG9773.which is a decimal equivalence of Year/Month/Day.
 DG9773
 DG9773.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DG9773.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DG9773.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DG9773.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DG9773.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DG9773.published epoch of 2010.00.
 DG9773
 DG9773.Additional information on MYCS is available at:
 DG9773.https://geodesy.noaa.gov/CORS/index.shtml
 DG9773
 DG9773.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9773.GEOID18 height accuracy estimate available here.
 DG9773
 DG9773.Click photographs - Photos may exist for this station.
 DG9773
 DG9773.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9773
 DG9773.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG9773
 DG9773.The ellipsoidal height was determined by GPS observations
 DG9773.and is referenced to NAD 83.
 DG9773
 DG9773. The following values were computed from the NAD 83(2011) position.
 DG9773
 DG9773;                    North         East     Units Scale Factor Converg.
 DG9773;SPC UT N     - 1,163,941.550   400,419.680   MT  1.00000332   -0 47 24.3
 DG9773;SPC UT N     - 3,818,698.24  1,313,710.23   sFT  1.00000332   -0 47 24.3
 DG9773;UTM  12      - 4,629,340.387   358,918.309   MT  0.99984493   -1 07 56.0
 DG9773
 DG9773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9773!SPC UT N     -   0.99977214  x   1.00000332  =   0.99977546
 DG9773!UTM  12      -   0.99977214  x   0.99984493  =   0.99961710
 DG9773
 DG9773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM5891829340(NAD 83)
 DG9773
 DG9773                          SUPERSEDED SURVEY CONTROL
 DG9773
 DG9773  NAD 83(2011)-  41 48 12.17908(N)    112 41 53.79534(W) AD(2010.00) A
 DG9773  ELLIP H (04/??/22) 1453.106  (m)                       GP(2010.00) 4 1
 DG9773  NAD 83(2011)-  41 48 12.17929(N)    112 41 53.79553(W) AD(2010.00) A
 DG9773  ELLIP H (06/??/19) 1453.112  (m)                       GP(2010.00) 4 1
 DG9773  NAD 83(2011)-  41 48 12.17940(N)    112 41 53.79553(W) AD(2010.00) A
 DG9773  ELLIP H (08/??/11) 1453.108  (m)                       GP(2010.00) 4 1
 DG9773  NAD 83(CORS)-  41 48 12.17909(N)    112 41 53.79546(W) AD(2002.00) A
 DG9773  ELLIP H (04/??/05) 1453.097  (m)                       GP(2002.00) 4 1
 DG9773
 DG9773.Superseded values are not recommended for survey control.
 DG9773
 DG9773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9773.See file dsdata.pdf to determine how the superseded data were derived.
 DG9773
 DG9773_STAMPING: UNKNOWN
 DG9773
 DG9773                          STATION DESCRIPTION
 DG9773
 DG9773'THIS MONUMENT IS ASSOCIATED WITH STATION 'P121'
 DG9773'AND IS A PART OF THE NOAA CORS NETWORK (NCN). LATEST INFORMATION
 DG9773'INCLUDING POSITIONS AND VEOCITIES ARE AVAILABLE IN THE COORDINATE
 DG9773'AND LOG FILES ACCESSIBLE AT:
 DG9773'https://geodesy.noaa.gov/CORS/index.shtml
 DG9773'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0763 ***********************************************************************
 LO0763  DESIGNATION -  HOBBLE
 LO0763  PID         -  LO0763
 LO0763  STATE/COUNTY-  UT/UTAH
 LO0763  COUNTRY     -  US
 LO0763  USGS QUAD   -  WALLSBURG RIDGE (2017)
 LO0763
 LO0763                         *CURRENT SURVEY CONTROL
 LO0763  ______________________________________________________________________
 LO0763* NAD 83(1994) POSITION- 40 20 06.69538(N) 111 27 09.41458(W)   ADJUSTED
 LO0763* NAVD 88 ORTHO HEIGHT -  2804.6   (meters)     9201.    (feet) VERTCON3
 LO0763  ______________________________________________________________________
 LO0763  GEOID HEIGHT    -        -15.828 (meters)                     GEOID18
 LO0763  LAPLACE CORR    -          5.37  (seconds)                    DEFLEC18
 LO0763  HORZ ORDER      -  THIRD
 LO0763
 LO0763.The horizontal coordinates were established by classical geodetic methods
 LO0763.and adjusted by the National Geodetic Survey in November 1997.
 LO0763
 LO0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0763
 LO0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0763.GEOID18 height accuracy estimate available here.
 LO0763
 LO0763.Click photographs - Photos may exist for this station.
 LO0763
 LO0763.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0763
 LO0763. The following values were computed from the NAD 83(1994) position.
 LO0763
 LO0763;                    North         East     Units Scale Factor Converg.
 LO0763;SPC UT C     - 2,222,248.452   504,026.265   MT  0.99993687   +0 01 49.3
 LO0763;SPC UT C     - 7,290,826.80  1,653,626.17   sFT  0.99993687   +0 01 49.3
 LO0763;UTM  12      - 4,465,059.750   461,554.413   MT  0.99961819   -0 17 34.7
 LO0763
 LO0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0763!SPC UT C     -   0.99956272  x   0.99993687  =   0.99949962
 LO0763!UTM  12      -   0.99956272  x   0.99961819  =   0.99918107
 LO0763
 LO0763:                Primary Azimuth Mark                     Grid Az
 LO0763:SPC UT C     -  STRAW                                    114 13 38.9
 LO0763:UTM  12      -  STRAW                                    114 33 02.9
 LO0763
 LO0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK6155465059(NAD 83)
 LO0763
 LO0763|---------------------------------------------------------------------|
 LO0763| PID    Reference Object                     Distance      Geod. Az  |
 LO0763|                                                           dddmmss.s |
 LO0763| LO0761 STRAW                               APPROX.12.8 KM 1141528.2 |
 LO0763|---------------------------------------------------------------------|
 LO0763
 LO0763                          SUPERSEDED SURVEY CONTROL
 LO0763
 LO0763  NAD 83(1993)-  40 20 06.69489(N)    111 27 09.41286(W) AD(       ) 3
 LO0763  NAD 83(1986)-  40 20 06.68425(N)    111 27 09.40530(W) AD(       ) 3
 LO0763  NAD 27      -  40 20 06.84650(N)    111 27 06.75598(W) AD(       ) 3
 LO0763  NGVD 29 (07/19/86) 2803.3    (m)         9197.     (f) VERT ANG       
 LO0763
 LO0763.Superseded values are not recommended for survey control.
 LO0763
 LO0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0763.See file dsdata.pdf to determine how the superseded data were derived.
 LO0763
 LO0763_MARKER: DD = SURVEY DISK
 LO0763_SETTING: 80 = SET IN A BOULDER
 LO0763_STAMPING: HOBBLE 1964
 LO0763_MARK LOGO: USGS
 LO0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0763+STABILITY: SURFACE MOTION
 LO0763
 LO0763  HISTORY     - Date     Condition        Report By
 LO0763  HISTORY     - 1964     MONUMENTED       USGS
 LO0763
 LO0763                          STATION DESCRIPTION
 LO0763
 LO0763'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LO0763'LOCATED ABOUT 12 MI. S. OF AND 2 MI. W. OF HEBER, IN SEC. 21, R.4 E.,
 LO0763'T.5 S., AT THE HIGHEST POINT TOWARDS THE SE. END OF A BARE,
 LO0763'SOUTHEASTERLY RUNNING RIDGE.
 LO0763'
 LO0763'TO REACH FROM VIVIAN PARK LOCATED ABOUT HALFWAY BETWEEN PROVO AND
 LO0763'HEBER ON U.S. HIGHWAY 189, PROCEED E. ON PAVED RD. UP CANYON AND 0.2
 LO0763'MI. BEYOND END OF PAVEMENT TO THE HOME OF A.L. MONK, AND END OF TRUCK
 LO0763'TRAVEL.  HORSES WERE RIDDEN UP A DIM TRACK RD. IN THE SAME CANYON THE
 LO0763'HOUSE LIES, FOR ABOUT 1.2 MI. TO A CANYON RUNNING SE., TURN RIGHT UP
 LO0763'TRAIL AND FOLLOW CANYON FOR ABOUT 2.5 MI. TO SMALL SADDLE, FOLLOW
 LO0763'TRAIL TO ANOTHER SADDLE NE. AND THEN UP TO THE TOP OF RIDGE., TURN
 LO0763'LEFT NW. AND GO UP RIDGE FOR ABOUT 1.5 MI. TO HIGHEST POINT AND
 LO0763'STATION MARK.
 LO0763'
 LO0763'STATION MARK - A STANDARD TABLET STAMPED ---HOBBLE 1964---, SET IN A
 LO0763'BOULDER.
 LO0763'
 LO0763'REFERENCE MARK NO.1 - A STANDARD TABLET STAMPED ---NO.1 1964--- SET IN
 LO0763'A BOULDER, 52.30 FT. AND 4.8 FT. LOWER, S 24 DEG 20 MIN W.
 LO0763'
 LO0763'REFERENCE MARK NO.2 - A STANDARD TABLET STAMPED ---NO.2 1964--- SET IN
 LO0763'A BOULDER, 75.51 FT. AND 1.8 FT. LOWER, N 23 DEG 52 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0762 ***********************************************************************
 MS0762  DESIGNATION -  HOG ET
 MS0762  PID         -  MS0762
 MS0762  STATE/COUNTY-  UT/BOX ELDER
 MS0762  COUNTRY     -  US
 MS0762  USGS QUAD   -  MATLIN (2017)
 MS0762
 MS0762                         *CURRENT SURVEY CONTROL
 MS0762  ______________________________________________________________________
 MS0762* NAD 83(1994) POSITION- 41 30 15.19602(N) 113 15 09.67389(W)   ADJUSTED
 MS0762* NAVD 88 ORTHO HEIGHT -  1361.0   (meters)     4465.    (feet) VERTCON3
 MS0762  ______________________________________________________________________
 MS0762  GEOID HEIGHT    -        -16.215 (meters)                     GEOID18
 MS0762  LAPLACE CORR    -          3.36  (seconds)                    DEFLEC18
 MS0762  HORZ ORDER      -  SECOND
 MS0762
 MS0762.The horizontal coordinates were established by classical geodetic methods
 MS0762.and adjusted by the National Geodetic Survey in November 1997.
 MS0762
 MS0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0762
 MS0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0762.GEOID18 height accuracy estimate available here.
 MS0762
 MS0762.Click photographs - Photos may exist for this station.
 MS0762
 MS0762.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0762
 MS0762. The following values were computed from the NAD 83(1994) position.
 MS0762
 MS0762;                    North         East     Units Scale Factor Converg.
 MS0762;SPC UT N     - 1,131,504.289   353,681.646   MT  0.99996660   -1 09 20.3
 MS0762;SPC UT N     - 3,712,276.99  1,160,370.53   sFT  0.99996660   -1 09 20.3
 MS0762;UTM  12      - 4,597,182.744   311,990.707   MT  1.00003502   -1 29 35.7
 MS0762
 MS0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0762!SPC UT N     -   0.99978911  x   0.99996660  =   0.99975572
 MS0762!UTM  12      -   0.99978911  x   1.00003502  =   0.99982412
 MS0762
 MS0762:                Primary Azimuth Mark                     Grid Az
 MS0762:SPC UT N     -  TERRACE                                  112 06 30.9
 MS0762:UTM  12      -  TERRACE                                  112 26 46.3
 MS0762
 MS0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL1199097182(NAD 83)
 MS0762
 MS0762|---------------------------------------------------------------------|
 MS0762| PID    Reference Object                     Distance      Geod. Az  |
 MS0762|                                                           dddmmss.s |
 MS0762| MS0768 TERRACE                             APPROX. 7.0 KM 1105710.6 |
 MS0762|---------------------------------------------------------------------|
 MS0762
 MS0762                          SUPERSEDED SURVEY CONTROL
 MS0762
 MS0762  NAD 83(1986)-  41 30 15.18662(N)    113 15 09.65921(W) AD(       ) 2
 MS0762  NAD 27      -  41 30 15.46110(N)    113 15 06.68989(W) AD(       ) 2
 MS0762  NGVD 29 (07/19/86) 1360.0    (m)         4462.     (f) VERT ANG       
 MS0762
 MS0762.Superseded values are not recommended for survey control.
 MS0762
 MS0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0762.See file dsdata.pdf to determine how the superseded data were derived.
 MS0762
 MS0762_MARKER: DD = SURVEY DISK
 MS0762_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MS0762_STAMPING: HOG ET 1966
 MS0762_MARK LOGO: USGS
 MS0762_MAGNETIC: P = MARKER IS A STEEL PIPE
 MS0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0762
 MS0762  HISTORY     - Date     Condition        Report By
 MS0762  HISTORY     - 1966     MONUMENTED       USGS
 MS0762
 MS0762                          STATION DESCRIPTION
 MS0762
 MS0762'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (MRE)
 MS0762'LOCATED ABOUT 22 MI. (AIRLINE) SE. OF PARK VALLEY.  ABOUT 18
 MS0762'MI. NW. OF HOGUP SIDING.  ABOUT 13.5 MI. W. OF DOLPHIN ISLAND.
 MS0762'ON A SANDY, SAGE-COVERED SLOPE 500 FT. W. OF A RD.
 MS0762'
 MS0762'TO REACH FROM THE OLD TOWNSITE OF KELTON DRIVE NW. FOR 0.15
 MS0762'MI. TO A FORK.  TURN LEFT FOR 2.6 MI. TO A FORK AND SIGN HOGUP
 MS0762'35, LUCIN 58.  TURN LEFT FOR 3.2 MI. TO A FORK.  CONTINUE
 MS0762'STRAIGHT AHEAD ON LEFT FORK FOR 4.2 MI. TO A FORK.  BM 83 FMK
 MS0762'1966 IS IN THIS FORK.  TAKE RIGHT FORK FOR 3.3 MI. TO A FORK.
 MS0762'TAKE LEFT FORK FOR 0.8 MI.  TAKE RIGHT FORK FOR 1.2 MI. TO A
 MS0762'FORK.  TAKE LEFT FORK FOR 4.6 MI. TO A FORK.  TAKE RIGHT FORK
 MS0762'AND DRIVE 2.1 MI. TO A FORK AND A PUMP HOUSE.  TAKE LEFT FORK
 MS0762'FOR 1.6 MI. TO A SHORT, STRAIGHT TANGENT OF RD.  TURN RIGHT
 MS0762'AND DRIVE ACROSS COUNTRY 0.2 MI. TO A POINT WHERE GROUND
 MS0762'BREAKS OFF QUITE RAPIDLY TO THE W.  STATION IS ON HIGH
 MS0762'GROUND AT EDGE OF BREAK-OFF.
 MS0762'
 MS0762'STATION MARK--A STANDARD TABLET STAMPED HOG 1966 ET WELDED
 MS0762'ONTO A 3-IN. IRON PIPE PROJECTING 0.5 FT.
 MS0762'
 MS0762'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0865 ***********************************************************************
 HN0865  DESIGNATION -  HOG=ET U 184
 HN0865  PID         -  HN0865
 HN0865  STATE/COUNTY-  UT/GARFIELD
 HN0865  COUNTRY     -  US
 HN0865  USGS QUAD   -  HITE NORTH (2017)
 HN0865
 HN0865                         *CURRENT SURVEY CONTROL
 HN0865  ______________________________________________________________________
 HN0865* NAD 83(1994) POSITION- 37 58 31.05298(N) 110 25 03.29169(W)   ADJUSTED
 HN0865* NAVD 88 ORTHO HEIGHT -  1777.8   (meters)     5833.    (feet) VERTCON3
 HN0865  ______________________________________________________________________
 HN0865  GEOID HEIGHT    -        -20.732 (meters)                     GEOID18
 HN0865  LAPLACE CORR    -         -7.04  (seconds)                    DEFLEC18
 HN0865  HORZ ORDER      -  SECOND
 HN0865
 HN0865.The horizontal coordinates were established by classical geodetic methods
 HN0865.and adjusted by the National Geodetic Survey in November 1997.
 HN0865
 HN0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0865
 HN0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0865.GEOID18 height accuracy estimate available here.
 HN0865
 HN0865.Click photographs - Photos may exist for this station.
 HN0865
 HN0865.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0865
 HN0865. The following values were computed from the NAD 83(1994) position.
 HN0865
 HN0865;                    North         East     Units Scale Factor Converg.
 HN0865;SPC UT S     - 3,145,787.245   595,097.183   MT  0.99995685   +0 39 47.5
 HN0865;SPC UT S     -10,320,803.65  1,952,414.67   sFT  0.99995685   +0 39 47.5
 HN0865;UTM  12      - 4,203,233.654   551,152.197   MT  0.99963223   +0 21 30.2
 HN0865
 HN0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0865!SPC UT S     -   0.99972437  x   0.99995685  =   0.99968123
 HN0865!UTM  12      -   0.99972437  x   0.99963223  =   0.99935670
 HN0865
 HN0865:                Primary Azimuth Mark                     Grid Az
 HN0865:SPC UT S     -  HOG AZ MK                                281 36 20.9
 HN0865:UTM  12      -  HOG AZ MK                                281 54 38.2
 HN0865
 HN0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH5115203233(NAD 83)
 HN0865
 HN0865|---------------------------------------------------------------------|
 HN0865| PID    Reference Object                     Distance      Geod. Az  |
 HN0865|                                                           dddmmss.s |
 HN0865| CM7430 HOG RM 2                              4.554 METERS 04641     |
 HN0865| CM7428 HOG AZ MK                                          2821608.4 |
 HN0865| CM7429 HOG RM 1                              4.350 METERS 31908     |
 HN0865|---------------------------------------------------------------------|
 HN0865
 HN0865                          SUPERSEDED SURVEY CONTROL
 HN0865
 HN0865  NAD 83(1986)-  37 58 31.04644(N)    110 25 03.29109(W) AD(       ) 2
 HN0865  NAD 27      -  37 58 31.09156(N)    110 25 00.77901(W) AD(       ) 2
 HN0865  NGVD 29 (07/19/86) 1776.8    (m)         5829.     (f) VERT ANG       
 HN0865
 HN0865.Superseded values are not recommended for survey control.
 HN0865
 HN0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0865.See file dsdata.pdf to determine how the superseded data were derived.
 HN0865
 HN0865_MARKER: DB = BENCH MARK DISK
 HN0865_SETTING: 66 = SET IN ROCK OUTCROP
 HN0865_STAMPING: HOG ET U 184 1952
 HN0865_MARK LOGO: USGS
 HN0865_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0865+STABILITY: POSITION/ELEVATION WELL
 HN0865
 HN0865  HISTORY     - Date     Condition        Report By
 HN0865  HISTORY     - 1952     MONUMENTED       USGS
 HN0865  HISTORY     - 1959     GOOD             USGS
 HN0865  HISTORY     - 1963     GOOD             CGS
 HN0865
 HN0865                          STATION DESCRIPTION
 HN0865
 HN0865'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (LGB)
 HN0865'THE STATION IS ON THE HIGHEST POINT OF A ROUND-TOPPED RED-COLORED
 HN0865'SANDSTONE KNOB WHICH IS THE HIGHEST AND MOST PROMINENT IN
 HN0865'THE VICINITY.  IT IS ABOUT 12 MILES NORTH-NORTHEAST OF HITE
 HN0865'AND 6 MILES NORTH-NORTHWEST OF THE JUNCTION OF THE DIRTY
 HN0865'DEVIL AND COLORADO RIVERS.
 HN0865'
 HN0865'TO REACH BY HELICOPTER FROM HITE, FLY NORTHERLY ON A TRUE
 HN0865'COURSE OF 04 DEGREES FOR ABOUT 12 MILES TO THE STATION.
 HN0865'
 HN0865'THE STATION IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED HOG
 HN0865'ET U 184 1952, SET FLUSH IN A DRILL HOLE ON THE HIGHEST POINT
 HN0865'OF THE SANDSTONE KNOB.
 HN0865'
 HN0865'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 HN0865'DISK, STAMPED HOG NO 1 1952, SET FLUSH IN A DRILL HOLE ON
 HN0865'THE NORTHWEST SLOPE OF THE SANDSTONE KNOB AND ABOUT 4 FEET
 HN0865'LOWER THAN THE STATION.
 HN0865'
 HN0865'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 HN0865'DISK, STAMPED HOG NO 2 1952, SET FLUSH IN A DRILL HOLE ON
 HN0865'THE NORTHEAST SLOPE OF THE SANDSTONE KNOB.
 HN0865'
 HN0865'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HOG USGS 1963,
 HN0865'SET FLUSH IN A DRILL HOLE ON A SMALL SANDSTONE KNOB ABOUT
 HN0865'1/4 MILE WEST OF THE STATION.  THE LARGE SANDSTONE KNOB AT
 HN0865'THE STATION AND THE SMALL ONE AT THE AZIMUTH MARK ARE CONNECTED
 HN0865'BY A ROCK RIDGE.
 HN0865
 HN0865                          STATION RECOVERY (1959)
 HN0865
 HN0865'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HN0865'LOCATED ABOUT 12.0 MI. N. NE. FROM HITE, 6.0 MI. N. FROM THE JUNCTION
 HN0865'OF THE FREMONT AND COLORADO RIVERS, 1.0 MI. W. OF AND OVERLOOKING THE
 HN0865'FREMONT RIVER TO THE E., ON TOP OF ROUNDED SANDSTONE KNOB WHICH IS
 HN0865'PROMINIENT AND HIGHEST POINT IN VICINITY.
 HN0865'
 HN0865'STATION REACHED BY HELICOPTER.
 HN0865'
 HN0865'STATION MARK-STANDARD TABLET STAMPED --- HOG 1952 --- CEMENTED IN
 HN0865'DRILL HOLE IN RED SANDSTONE.
 HN0865'
 HN0865'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---HOG
 HN0865'RM 1 1952--- CEMENTED IN DRILL HOLE IN RED SANDSTONE, 14.4 FT. FROM
 HN0865'STATION MARK, N 33 DEG 15 MIN E.
 HN0865'
 HN0865'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---HOG
 HN0865'RM 2 1952--- CEMENTED IN  DRILL HOLE IN RED SANDSTONE, 15.0 FT. FROM
 HN0865'STATION MARK, N 46 DEG 45 MIN E.
 HN0865'
 HN0865'STATION FOUND AS DESCRIBED.  STATION MARK AND 2
 HN0865'REFERENCE MARKS RECOVERED  AND IN GOOD CONDITION.
 HN0865'
 HN0865'STATION MARK - STANDARD TABLET STAMPED ---HOG 1952 AND ADDITIONALLY
 HN0865'STAMPED ---ET U 184--- IN 1959 CEMENTED IN DRILL HOLE IN RED
 HN0865'SANDSTONE.
 HN0865
 HN0865                          STATION RECOVERY (1963)
 HN0865
 HN0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HN0865'RECOVERED IN GOOD CONDITION.
 HN0865'
 HN0865'STATION MARK--STANDARD TABLET, STAMPED ---HOG 1952---, CEMENTED IN
 HN0865'DRILL HOLE IN RED SANDSTONE, AND ADDITIONALLY STAMPED ---ET U 184---
 HN0865'IN 1959.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0770 ***********************************************************************
 MS0770  DESIGNATION -  HOGUP ET
 MS0770  PID         -  MS0770
 MS0770  STATE/COUNTY-  UT/BOX ELDER
 MS0770  COUNTRY     -  US
 MS0770  USGS QUAD   -  HOGUP RIDGE SOUTH (2017)
 MS0770
 MS0770                         *CURRENT SURVEY CONTROL
 MS0770  ______________________________________________________________________
 MS0770* NAD 83(1994) POSITION- 41 13 43.69099(N) 113 04 52.62861(W)   ADJUSTED
 MS0770* NAVD 88 ORTHO HEIGHT -  1427.6   (meters)     4684.    (feet) VERTCON3
 MS0770  ______________________________________________________________________
 MS0770  GEOID HEIGHT    -        -16.868 (meters)                     GEOID18
 MS0770  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 MS0770  HORZ ORDER      -  SECOND
 MS0770
 MS0770.The horizontal coordinates were established by classical geodetic methods
 MS0770.and adjusted by the National Geodetic Survey in November 1997.
 MS0770
 MS0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0770
 MS0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0770.GEOID18 height accuracy estimate available here.
 MS0770
 MS0770.Click photographs - Photos may exist for this station.
 MS0770
 MS0770.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0770
 MS0770. The following values were computed from the NAD 83(1994) position.
 MS0770
 MS0770;                    North         East     Units Scale Factor Converg.
 MS0770;SPC UT N     - 1,100,647.878   367,432.399   MT  0.99995691   -1 02 33.5
 MS0770;SPC UT N     - 3,611,042.25  1,205,484.46   sFT  0.99995691   -1 02 33.5
 MS0770;UTM  12      - 4,566,245.461   325,562.278   MT  0.99997450   -1 22 19.4
 MS0770
 MS0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0770!SPC UT N     -   0.99977877  x   0.99995691  =   0.99973569
 MS0770!UTM  12      -   0.99977877  x   0.99997450  =   0.99975328
 MS0770
 MS0770:                Primary Azimuth Mark                     Grid Az
 MS0770:SPC UT N     -  TARGET ET                                153 53 59.4
 MS0770:UTM  12      -  TARGET ET                                154 13 45.3
 MS0770
 MS0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL2556266245(NAD 83)
 MS0770
 MS0770|---------------------------------------------------------------------|
 MS0770| PID    Reference Object                     Distance      Geod. Az  |
 MS0770|                                                           dddmmss.s |
 MS0770| MS0771 TARGET ET                           APPROX.13.7 KM 1525125.9 |
 MS0770|---------------------------------------------------------------------|
 MS0770
 MS0770                          SUPERSEDED SURVEY CONTROL
 MS0770
 MS0770  NAD 83(1986)-  41 13 43.68144(N)    113 04 52.61670(W) AD(       ) 2
 MS0770  NAD 27      -  41 13 43.93615(N)    113 04 49.66754(W) AD(       ) 2
 MS0770  NGVD 29 (07/19/86) 1426.6    (m)         4680.     (f) VERT ANG       
 MS0770
 MS0770.Superseded values are not recommended for survey control.
 MS0770
 MS0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0770.See file dsdata.pdf to determine how the superseded data were derived.
 MS0770
 MS0770_MARKER: DD = SURVEY DISK
 MS0770_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 MS0770_STAMPING: HOGUP ET 1966
 MS0770_MARK LOGO: USGS
 MS0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0770
 MS0770  HISTORY     - Date     Condition        Report By
 MS0770  HISTORY     - 1966     MONUMENTED       USGS
 MS0770  HISTORY     - 1983     GOOD             DMA
 MS0770
 MS0770                          STATION DESCRIPTION
 MS0770
 MS0770'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (DER)
 MS0770'LOCATED ABOUT 56 MI. (AIRLINE WNW. OF CLEARFIELD.  ABOUT 55
 MS0770'MI. SSW. OF SNOWVILLE.  ON THE N. END AND HIGHEST POINT OF A LONG
 MS0770'TOP S. BETWEEN HOGUP SIDING AND OLNEY SIDING ON THE S.P. RR.
 MS0770'
 MS0770'REACHED BY HELICOPTER.  CAN ALSO BE REACHED BY TRUCK FROM HOGUP
 MS0770'SIDING.  DRIVE S. ACROSS TRACKS ABOUT 0.05 MI. TO A RD. TO LEFT.
 MS0770'DRIVE TO A STOCK TANK ON RIGHT.  TURN RIGHT ON DIM TRAIL TO TOP
 MS0770'OF RIDGE AND THEN E. ALONG RIDGE TO TOP AND STATION.
 MS0770'
 MS0770'STATION MARK--A STANDARD TABLET STAMPED HOGUP ET 1966 CEMENTED IN
 MS0770'A DRILL HOLE FLUSH WITH GROUND.
 MS0770'
 MS0770'REFERENCE MARKS--NONE.
 MS0770
 MS0770                          STATION RECOVERY (1983)
 MS0770
 MS0770'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983 (DS)
 MS0770'HOGUP ET 1966 RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0413 ***********************************************************************
 KO0413  CBN         -  This is a Cooperative Base Network Control Station.
 KO0413  DESIGNATION -  HOLDEN
 KO0413  PID         -  KO0413
 KO0413  STATE/COUNTY-  UT/MILLARD
 KO0413  COUNTRY     -  US
 KO0413  USGS QUAD   -  DUGGINS CREEK (2017)
 KO0413
 KO0413                         *CURRENT SURVEY CONTROL
 KO0413  ______________________________________________________________________
 KO0413* NAD 83(2011) POSITION- 39 10 41.03612(N) 112 17 26.00380(W)   ADJUSTED
 KO0413* NAD 83(2011) ELLIP HT-  1654.490 (meters)        (06/27/12)   ADJUSTED
 KO0413* NAD 83(2011) EPOCH   -  2010.00
 KO0413* NAVD 88 ORTHO HEIGHT -  1673.0   (meters)     5489.    (feet) GPS OBS
 KO0413  ______________________________________________________________________
 KO0413  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KO0413  GEOID HEIGHT    -         -18.21 (meters)                     GEOID93
 KO0413  GEOID HEIGHT    -        -18.552 (meters)                     GEOID18
 KO0413  NAD 83(2011) X  - -1,878,366.892 (meters)                     COMP
 KO0413  NAD 83(2011) Y  - -4,582,082.707 (meters)                     COMP
 KO0413  NAD 83(2011) Z  -  4,008,705.747 (meters)                     COMP
 KO0413  LAPLACE CORR    -          8.84  (seconds)                    DEFLEC18
 KO0413
 KO0413  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KO0413  Standards:
 KO0413         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KO0413            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KO0413  -------------------------------------------------------------------
 KO0413  NETWORK    1.86   3.18           0.87   0.59   1.62     -0.12582186
 KO0413  -------------------------------------------------------------------
 KO0413  Click here for local accuracies and other accuracy information.
 KO0413
 KO0413.The horizontal coordinates were established by GPS observations
 KO0413.and adjusted by the National Geodetic Survey in June 2012.
 KO0413
 KO0413.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KO0413.been affixed to the stable North American tectonic plate. See 
 KO0413.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KO0413
 KO0413.The horizontal coordinates are valid at the epoch date displayed above
 KO0413.which is a decimal equivalence of Year/Month/Day.
 KO0413
 KO0413.The orthometric height was determined by GPS observations and a
 KO0413.high-resolution geoid model.
 KO0413
 KO0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0413.GEOID18 height accuracy estimate available here.
 KO0413
 KO0413.Click photographs - Photos may exist for this station.
 KO0413
 KO0413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KO0413
 KO0413.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0413
 KO0413.The ellipsoidal height was determined by GPS observations
 KO0413.and is referenced to NAD 83.
 KO0413
 KO0413. The following values were computed from the NAD 83(2011) position.
 KO0413
 KO0413;                    North         East     Units Scale Factor Converg.
 KO0413;SPC UT C     - 2,094,084.131   431,692.250   MT  0.99996407   -0 30 23.1
 KO0413;SPC UT C     - 6,870,341.02  1,416,310.32   sFT  0.99996407   -0 30 23.1
 KO0413;UTM  12      - 4,337,330.188   388,527.159   MT  0.99975300   -0 48 55.3
 KO0413
 KO0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0413!SPC UT C     -   0.99974049  x   0.99996407  =   0.99970457
 KO0413!UTM  12      -   0.99974049  x   0.99975300  =   0.99949355
 KO0413
 KO0413:                Primary Azimuth Mark                     Grid Az
 KO0413:SPC UT C     -  T19S R4W SECS 9 10 1/4 COR               255 13 38.4
 KO0413:UTM  12      -  T19S R4W SECS 9 10 1/4 COR               255 32 10.6
 KO0413
 KO0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ8852737330(NAD 83)
 KO0413
 KO0413|---------------------------------------------------------------------|
 KO0413| PID    Reference Object                     Distance      Geod. Az  |
 KO0413|                                                           dddmmss.s |
 KO0413| CM4858 HOLDEN RM 1                           4.828 METERS 13622     |
 KO0413| CM4857 T19S R4W SECS 9 10 1/4 COR                         2544315.3 |
 KO0413| CM4859 HOLDEN RM 2                           5.681 METERS 31000     |
 KO0413|---------------------------------------------------------------------|
 KO0413
 KO0413                          SUPERSEDED SURVEY CONTROL
 KO0413
 KO0413  NAD 83(2007)-  39 10 41.03574(N)    112 17 26.00394(W) AD(2002.00) 0
 KO0413  ELLIP H (02/10/07) 1654.503  (m)                       GP(2002.00)    
 KO0413  ELLIP H (11/14/01) 1654.524  (m)                       GP(       ) 4 2
 KO0413  NAD 83(1994)-  39 10 41.03500(N)    112 17 26.00249(W) AD(       ) B
 KO0413  ELLIP H (04/21/95) 1654.583  (m)                       GP(       ) 4 1
 KO0413  NAD 83(1986)-  39 10 41.02773(N)    112 17 25.99666(W) AD(       ) 1
 KO0413  NAD 27      -  39 10 41.16900(N)    112 17 23.21900(W) AD(       ) 1
 KO0413  NGVD 29 (07/19/86) 1673.4    (m)         5490.     (f) VERT ANG       
 KO0413
 KO0413.Superseded values are not recommended for survey control.
 KO0413
 KO0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0413.See file dsdata.pdf to determine how the superseded data were derived.
 KO0413
 KO0413_MARKER: DS = TRIANGULATION STATION DISK
 KO0413_SETTING: 66 = SET IN ROCK OUTCROP
 KO0413_STAMPING: HOLDEN 1947
 KO0413_MARK LOGO: CGS
 KO0413_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KO0413_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0413+STABILITY: POSITION/ELEVATION WELL
 KO0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0413+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1994
 KO0413
 KO0413  HISTORY     - Date     Condition        Report By
 KO0413  HISTORY     - 1947     MONUMENTED       CGS
 KO0413  HISTORY     - 19941013 GOOD             NGS
 KO0413
 KO0413                          STATION DESCRIPTION
 KO0413
 KO0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KO0413'STATION IS LOCATED ON A LOW, ROCKY HILL WHICH IS THE FIRST HILL
 KO0413'TO THE EAST OF THE VALLEY TO THE WEST.  AND IS VERY PROMINENT
 KO0413'IN ALL DIRECTIONS EXCEPT TO THE NORTHEAST WHERE THERE IS A HIGHER
 KO0413'HILL.  APPROXIMATELY 6 MILES AIR LINE NORTHWEST OF HOLDEN.
 KO0413'FLUSH WITH GROUND.  AND STAMPED--HOLDEN 1947.
 KO0413'
 KO0413'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 KO0413'STATION, FLUSH WITH GROUND, AND STAMPED--HOLDEN NO 1 1947.
 KO0413'
 KO0413'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN STATION,
 KO0413'FLUSH WITH GROUND, AND STAMPED--HOLDEN NO 2 1947.
 KO0413'
 KO0413'AZIMUTH MARK IS A GENERAL LAND OFFICE SURVEY MARK LOCATED 26
 KO0413'PACES WEST OF TRACK ROAD LEADING TO STATION, WELDED IN TOP OF
 KO0413'A 1 INCH PIPE WHICH PROJECTS 1 FOOT, AND STAMPED--1/4 S9 S10
 KO0413'1925.
 KO0413'
 KO0413'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 91 AND STATE ROUTE 26
 KO0413'IN NORTH EDGE OF HOLDEN, GO NORTHWEST ON STATE ROUTE 26 FOR 0.2
 KO0413'MILE TO CROSSROAD.  TURN RIGHT ON GRAVEL ROAD AND GO 1.85 MILE TO
 KO0413'FORK.  TAKE LEFT FORK AND GO 2.65 MILES TO A TRACK ROAD ON RIGHT.
 KO0413'TURN RIGHT ON TRACK ROAD AND GO 0.1 MILE TO AZIMUTH MARK ON LEFT
 KO0413'AS DESCRIBED ABOVE--CONTINUE FOR 0.1 MILE TO FORK.  TAKE RIGHT
 KO0413'FORK AND GO 0.15 MILE TO END OF TRUCK TRAVEL AT BASE OF HILL.
 KO0413'THENCE WALK ALONE RIDGE TO HIGHEST POINT AND STATION AS
 KO0413'DESCRIBED ABOVE.  A TEN MINUTE PACK.
 KO0413
 KO0413                          STATION RECOVERY (1994)
 KO0413
 KO0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 KO0413'STATION IS ABOUT 9.7 KM (6.00 MI) NORTHWEST OF HOLDEN, LOCATED ON A
 KO0413'LOW, ROCKY HILL WHICH IS THE FIRST HILL TO THE EAST OF THE VALLEY TO
 KO0413'THE WEST. IT IS VERY PROMINENT IN ALL DIRECTIONS EXCEPT TO THE
 KO0413'NORTHEST WHERE THERE IS A HIGHER HILL.  OWNERSHIP--UNKNOWN.  FOR
 KO0413'INFORMATION CONTACT LINDA CARTER, COUNTY RECORDER, AT 801-743-6210. TO
 KO0413'REACH FROM THE JUNCTION OF I-15 AND STATE HIGHWAY 64 (EXIT 174) SOUTH
 KO0413'OF HOLDEN, GO NW ON HIGHWAY 64 FOR 3.4 KM (2.10 MI) TO THE JUNCTION OF
 KO0413'U.S. HIGHWAY 50.  TURN LEFT AND GO WEST ON HIGHWAY 50 FOR 0.3 KM (0.20
 KO0413'MI) TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON PAVED ROAD FOR 0.97 KM
 KO0413'(0.60 MI) TO END OF PAVEMENT.  CONTINUE ON GRAVEL ROAD FOR 2.4 KM
 KO0413'(1.50 MI) TO A FORK RIGHT. BEAR LEFT ON MAIN ROAD FOR 1.9 KM (1.20 MI)
 KO0413'TO A GRAVEL CROSSRAOD AND POWER LINE CROSSING. CONTINUE ON GRAVEL ROAD
 KO0413'FOR 2.7 KM (1.65 MI) TO A TRACK ROAD RIGHT. TURN RIGHT AND GO NORTH ON
 KO0413'TRACK ROAD FOR 0.08 KM (0.05 MI) TO A GATE. PASS THROUGH GATE AND
 KO0413'CONTINUE ON TRACK ROAD FOR 0.16 KM. TO A VERY DIM TRACK ROAD RIGHT.
 KO0413'TAKE DIM TRACK ROAD FOR 0.3 KM (0.20 MI) TO BASE OF HILL AND END OF
 KO0413'TRUCK TRAVEL.  WALK UP ALONG RIDGE EASTERLY TO HIGHEST POINT AND
 KO0413'STATION. STATION MARK IS A TRIANGULATION DISK SET IN A DRILL HOLE IN A
 KO0413'ROCK OUTCROP AT THE HIGHEST POINT OF THE HILL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0848 ***********************************************************************
 LO0848  DESIGNATION -  HOLLADAY
 LO0848  PID         -  LO0848
 LO0848  STATE/COUNTY-  UT/SALT LAKE
 LO0848  COUNTRY     -  US
 LO0848  USGS QUAD   -  SUGAR HOUSE (2017)
 LO0848
 LO0848                         *CURRENT SURVEY CONTROL
 LO0848  ______________________________________________________________________
 LO0848* NAD 83(1994) POSITION- 40 37 37.93211(N) 111 47 15.29095(W)   ADJUSTED
 LO0848* NAVD 88 ORTHO HEIGHT -  1702.7   (meters)     5586.    (feet) VERTCON3
 LO0848  ______________________________________________________________________
 LO0848  GEOID HEIGHT    -        -16.363 (meters)                     GEOID18
 LO0848  LAPLACE CORR    -         26.86  (seconds)                    DEFLEC18
 LO0848  HORZ ORDER      -  FIRST
 LO0848
 LO0848.The horizontal coordinates were established by classical geodetic methods
 LO0848.and adjusted by the National Geodetic Survey in November 1997.
 LO0848
 LO0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0848
 LO0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0848.GEOID18 height accuracy estimate available here.
 LO0848
 LO0848.Click photographs - Photos may exist for this station.
 LO0848
 LO0848.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0848
 LO0848. The following values were computed from the NAD 83(1994) position.
 LO0848
 LO0848;                    North         East     Units Scale Factor Converg.
 LO0848;SPC UT C     - 2,254,711.266   475,668.700   MT  0.99999441   -0 11 03.2
 LO0848;SPC UT C     - 7,397,331.88  1,560,589.73   sFT  0.99999441   -0 11 03.2
 LO0848;UTM  12      - 4,497,672.539   433,391.130   MT  0.99965461   -0 30 46.2
 LO0848
 LO0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0848!SPC UT C     -   0.99973554  x   0.99999441  =   0.99972995
 LO0848!UTM  12      -   0.99973554  x   0.99965461  =   0.99939024
 LO0848
 LO0848:                Primary Azimuth Mark                     Grid Az
 LO0848:SPC UT C     -  HOLLADAY AZ MK                           301 51 00.9
 LO0848:UTM  12      -  HOLLADAY AZ MK                           302 10 43.9
 LO0848
 LO0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK3339197672(NAD 83)
 LO0848
 LO0848|---------------------------------------------------------------------|
 LO0848| PID    Reference Object                     Distance      Geod. Az  |
 LO0848|                                                           dddmmss.s |
 LO0848| CM4861 HOLLADAY RM 1                         5.806 METERS 07944     |
 LO0848| CM4862 HOLLADAY RM 2                         8.424 METERS 13525     |
 LO0848| LO0878 SANDY CITY CORP GRANITE TANK        APPROX. 6.2 KM 1891002.3 |
 LO0848| LO0886 SANDY WHITE CITY WATER CO W TK      APPROX. 8.0 KM 2220921.4 |
 LO0848| LO0881 SANDY CITY CORP WEST TANK           APPROX. 5.6 KM 2332704.1 |
 LO0848| LP0405 UNIVERSITY UTAH TV KUED MAST        APPROX.31.7 KM 2661239.2 |
 LO0848| LO0935 MURRAY BUEHNER CO N STACK           APPROX. 9.4 KM 2905739.2 |
 LO0848| CM4860 HOLLADAY AZ MK                                     3013957.7 |
 LO0848| LO0931 SOUTH SALT LAKE VITRO CHEM STK      APPROX.13.1 KM 3090438.6 |
 LO0848|---------------------------------------------------------------------|
 LO0848
 LO0848                          SUPERSEDED SURVEY CONTROL
 LO0848
 LO0848  NAD 83(1993)-  40 37 37.93212(N)    111 47 15.29011(W) AD(       ) 1
 LO0848  NAD 83(1986)-  40 37 37.92041(N)    111 47 15.28280(W) AD(       ) 1
 LO0848  NAD 27      -  40 37 38.10633(N)    111 47 12.52824(W) AD(       ) 1
 LO0848  NGVD 29 (07/19/86) 1701.6    (m)         5583.     (f) VERT ANG       
 LO0848
 LO0848.Superseded values are not recommended for survey control.
 LO0848
 LO0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0848.See file dsdata.pdf to determine how the superseded data were derived.
 LO0848
 LO0848_MARKER: DS = TRIANGULATION STATION DISK
 LO0848_SETTING: 66 = SET IN ROCK OUTCROP
 LO0848_STAMPING: HOLLADAY 1962
 LO0848_MARK LOGO: CGS
 LO0848_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0848+STABILITY: POSITION/ELEVATION WELL
 LO0848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0848+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2002
 LO0848
 LO0848  HISTORY     - Date     Condition        Report By
 LO0848  HISTORY     - 1962     MONUMENTED       CGS
 LO0848  HISTORY     - 1973     GOOD             NGS
 LO0848  HISTORY     - 20020114 GOOD             SLCS
 LO0848
 LO0848                          STATION DESCRIPTION
 LO0848
 LO0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0848'THE STATION IS ON A BARE TOPPED RIDGE, THAT IS HIGHER TO THE
 LO0848'EAST.  IT IS ABOUT 6-1/2 MILES EAST-NORTHEAST OF MIDVALE, 3-1/2
 LO0848'MILES SOUTH-SOUTHEAST OF HOLLADAY AND 1/3 MILE NORTHEAST OF
 LO0848'THE HOLLADAY GUN CLUB.
 LO0848'
 LO0848'TO REACH THE STATION FROM THE JUNCTION OF STATE STREET (U.S.
 LO0848'HIGHWAY 91) AND 6400 SOUTH STREET, GO EAST ON 6400 SOUTH STREET
 LO0848'FOR 1.85 MILES TO THE JUNCTION WITH 1300 EAST STREET.  TURN
 LO0848'RIGHT, SOUTH, ON 1300 EAST STREET FOR 0.4 MILE TO 6860 SOUTH
 LO0848'STREET.  TURN LEFT ON 6860 SOUTH STREET AND GO EAST FOR 3.65
 LO0848'MILES TO A CROSSROAD.  TURN LEFT, NORTHERLY ON WASATCH BOULEVARD
 LO0848'FOR 1.05 MILES TO A SIDE ROAD RIGHT AND A SIGN HOLLADAY GUN
 LO0848'CLUB VISITORS WELCOME.  TURN RIGHT ON PAVED ROAD FOR 0.2 MILE
 LO0848'TO A SIDE ROAD LEFT.  (TO REACH THE AZIMUTH MARK, TURN LEFT ON
 LO0848'GRAVELED ROAD FOR 0.05 MILE TO THE MARK ON THE RIGHT.)
 LO0848'CONTINUE ON PAVED ROAD FOR 0.1 MILE TO A GATE.  PASS THROUGH
 LO0848'GATE AND CONTINUE FOR 0.3 MILE TO A FORK AND A SIGN EXTREME
 LO0848'FIRE DANGER.  TAKE THE LEFT FORK FOR 0.05 MILE TO THE BASE OF A
 LO0848'STEEP HILL AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 LO0848'EAST-SOUTHEAST UP STEEP HILL TO THE FIRST FLAT PLACE AND THE
 LO0848'STATION, ABOUT A 20 MINUTE PACK.
 LO0848'
 LO0848'STATION MARK IS A STANDARD DISK, STAMPED HOLLIDAY 1962, CEMENTED
 LO0848'IN A DRILL HOLE IN A 6 X 12 INCH OUTCROP OF ROCK FLUSH WITH THE
 LO0848'SURROUNDING SURFACE.
 LO0848'
 LO0848'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOLLADAY NO 1
 LO0848'1962, CEMENTED IN A DRILL HOLE A 1-1/2 X 1 FOOT OUTCROP OF ROCK
 LO0848'PROJECTING 1 FOOT.  IT IS ABOUT 2 FEET HIGHER THAN THE STATION.
 LO0848'
 LO0848'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOLLADAY NO 2 1962,
 LO0848'CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT OUTCROP OF ROCK FLUSH
 LO0848'WITH THE SURROUNDING SURFACE.  IT IS ABOUT THE SAME ELEVATION AS
 LO0848'THE STATION.
 LO0848'
 LO0848'AZIMUTH MARK IS A STANDARD DISK, STAMPED HOLLADAY 1962, CEMENTED
 LO0848'IN A DRILL HOLE IN A ROUND CONCRETE POST 3 FEET IN DIAMETER AND
 LO0848'PROJECTING 3 FEET.  IT IS ABOUT 50 YARDS SOUTHEAST OF THE
 LO0848'CENTERLINE OF A GRAVELED ROAD AND 3.3 FEET SOUTHEAST OF A WITNESS
 LO0848'POST.  IT IS ABOUT 20 FEET HIGHER THAN THE ROAD.
 LO0848
 LO0848                          STATION RECOVERY (1973)
 LO0848
 LO0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0848'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.  THE
 LO0848'MEASUREMENTS TO REFERENCE MARK 1 WERE .014 METER GREATER AND
 LO0848'THE ANGLE WAS 02 MIN 01 SEC LESS THAN IN 1962 WHILE THE DISTANCE TO
 LO0848'REFERENCE MARK 2 WAS .093 METER SHORTER AND THE ANGLE WAS
 LO0848'03 MIN 04 SEC LESS THAN IN 1962.  THESE WERE DOUBLE CHECKED IN
 LO0848'THE FIELD.  THE AZIMUTH MARK CHECKED THE PREVIOUS DATUM.  A
 LO0848'COMPLETE DESCRIPTION FOLLOWS--
 LO0848'
 LO0848'THE STATION IS LOCATED ABOUT 6.3 MILES EAST-NORTHEAST OF THE
 LO0848'CENTER OF MIDVALE, 3.6 MILES SOUTH-SOUTHEAST OF HOLLADAY
 LO0848'SCHOOL, AND 0.5 MILE NORTH-NORTHEAST OF THE MOUTH OF BIG
 LO0848'COTTONWOOD CANYON.  IT IS ON A SMALL BENCH ON A STEEP GRASSY
 LO0848'SLOPE ON THE WEST EDGE OF THE WASATCH MOUNTAINS.
 LO0848'
 LO0848'TO REACH THE STATION FROM THE EASTBOUND EXIT FROM
 LO0848'INTERSTATE HIGHWAY 80 ONTO INTERSTATE HIGHWAY 215 (BELTWAY)
 LO0848'AT THE EAST EDGE OF SALT LAKE CITY GO SOUTH ON INTERSTATE
 LO0848'HIGHWAY 215 FOR 3.6 MILES TO 4500 SOUTH STREET, THE PRESENT
 LO0848'END OF INTERSTATE HIGHWAY 215.  CONTINUE SOUTH ON WASATCH
 LO0848'BOULEVARD 3.0 MILES TO A PAVED SIDE ROAD ON THE LEFT AT SIGN
 LO0848'HOLLADAY GUN CLUB.  TURN LEFT AND GO EAST ON PAVED
 LO0848'ROAD 0.2 MILE TO A GRAVEL ROAD INTO FORMER GRAVEL PIT ON
 LO0848'LEFT.  (TO REACH THE AZIMUTH MARK TURN LEFT INTO OLD GRAVEL
 LO0848'PIT AND GO EAST ABOUT 300 FEET TO THE MARK ON THE LEFT ON A LOW
 LO0848'BENCH.) CONTINUE EAST AND SOUTHEAST UPHILL ON PAVED
 LO0848'ROAD, AVOIDING UNPAVED SIDEROADS AND FORMS, 0.6 MILE TO THE NORTH
 LO0848'PARKING LOT OF THE HOLLADAY GUN CLUB ON THE LEFT.  TURN LEFT
 LO0848'INTO PARKING LOT AND PARK UNDER POWERLINE AT WEST BASE OF HILL
 LO0848'AND END OF TRUCK TRAVEL.  PACK EASTERLY ON RIDGE ALONG
 LO0848'NORTH SIDE OF ROCKY WASH ABOUT 30 MINUTES TO SMALL BENCH AND
 LO0848'STATION JUST EAST OF A SMALL OAK TREE ON SOUTH SLOPE.
 LO0848'
 LO0848'THE STATION MARK IS A STANDARD DISK STAMPED HOLLADAY 1962
 LO0848'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WITH 6 BY 12
 LO0848'INCHES EXPOSED FLUSH WITH THE GROUND SURFACE.
 LO0848'
 LO0848'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HOLLADAY NO 1 1962
 LO0848'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WITH 12
 LO0848'BY 18 INCHES EXPOSED.  IT IS ABOUT 2 FEET HIGHER THAN THE
 LO0848'STATION.
 LO0848'
 LO0848'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HOLLADAY NO 2 1962
 LO0848'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WITH 12 BY 24
 LO0848'INCHES EXPOSED.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 LO0848'STATION.
 LO0848'
 LO0848'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOLLADAY 1962
 LO0848'CEMENTED IN A DRILL HOLE IN A 3-FOOT DIAMETER CYLINDRICAL
 LO0848'CONCRETE MONUMENT PROJECTING 2 FEET ABOVE GROUND.  IT
 LO0848'IS 3.3 FEET SOUTHEAST OF A METAL WITNESS POST WITHOUT
 LO0848'SIGN NEAR THE SOUTHEAST CORNER OF A FORMER GRAVEL PIT.
 LO0848'
 LO0848'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO0848'6.3 MILES EAST-NORTHEAST OF MIDVALE.
 LO0848
 LO0848                          STATION RECOVERY (2002)
 LO0848
 LO0848'RECOVERY NOTE BY SALT LAKE COUNTY SURVEYOR 2002 (DJH)
 LO0848'THAT IS ONE STEAP CLIMB TO NGS BENCHMARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0736 ***********************************************************************
 LO0736  DESIGNATION -  HOLLOW
 LO0736  PID         -  LO0736
 LO0736  STATE/COUNTY-  UT/WASATCH
 LO0736  COUNTRY     -  US
 LO0736  USGS QUAD   -  JIMMIES POINT (2017)
 LO0736
 LO0736                         *CURRENT SURVEY CONTROL
 LO0736  ______________________________________________________________________
 LO0736* NAD 83(1994) POSITION- 40 16 24.57487(N) 111 04 39.98148(W)   ADJUSTED
 LO0736* NAVD 88 ORTHO HEIGHT -  2801.1   (meters)     9190.    (feet) VERTCON3
 LO0736  ______________________________________________________________________
 LO0736  GEOID HEIGHT    -        -15.408 (meters)                     GEOID18
 LO0736  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 LO0736  HORZ ORDER      -  FIRST
 LO0736
 LO0736.The horizontal coordinates were established by classical geodetic methods
 LO0736.and adjusted by the National Geodetic Survey in November 1997.
 LO0736
 LO0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0736
 LO0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0736.GEOID18 height accuracy estimate available here.
 LO0736
 LO0736.Click photographs - Photos may exist for this station.
 LO0736
 LO0736.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0736
 LO0736. The following values were computed from the NAD 83(1994) position.
 LO0736
 LO0736;                    North         East     Units Scale Factor Converg.
 LO0736;SPC UT C     - 2,215,481.390   535,908.649   MT  0.99992805   +0 16 13.7
 LO0736;SPC UT C     - 7,268,625.19  1,758,226.96   sFT  0.99992805   +0 16 13.7
 LO0736;UTM  12      - 4,458,115.888   493,387.912   MT  0.99960054   -0 03 01.0
 LO0736
 LO0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0736!SPC UT C     -   0.99956319  x   0.99992805  =   0.99949127
 LO0736!UTM  12      -   0.99956319  x   0.99960054  =   0.99916390
 LO0736
 LO0736:                Primary Azimuth Mark                     Grid Az
 LO0736:SPC UT C     -  WAY                                      218 21 20.7
 LO0736:UTM  12      -  WAY                                      218 40 35.4
 LO0736
 LO0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK9338758115(NAD 83)
 LO0736
 LO0736|---------------------------------------------------------------------|
 LO0736| PID    Reference Object                     Distance      Geod. Az  |
 LO0736|                                                           dddmmss.s |
 LO0736| CM4863 HOLLOW RM 1                          10.266 METERS 07302     |
 LO0736| LO0738 WAY                                 APPROX. 2.2 KM 2183734.4 |
 LO0736| CM4864 HOLLOW RM 2                           9.882 METERS 31118     |
 LO0736|---------------------------------------------------------------------|
 LO0736
 LO0736                          SUPERSEDED SURVEY CONTROL
 LO0736
 LO0736  NAD 83(1993)-  40 16 24.57417(N)    111 04 39.97996(W) AD(       ) 1
 LO0736  NAD 83(1986)-  40 16 24.56145(N)    111 04 39.97285(W) AD(       ) 1
 LO0736  NAD 27      -  40 16 24.73200(N)    111 04 37.36400(W) AD(       ) 1
 LO0736  NGVD 29 (07/19/86) 2799.6    (m)         9185.     (f) VERT ANG       
 LO0736
 LO0736.Superseded values are not recommended for survey control.
 LO0736
 LO0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0736.See file dsdata.pdf to determine how the superseded data were derived.
 LO0736
 LO0736_MARKER: DS = TRIANGULATION STATION DISK
 LO0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0736_STAMPING: HOLLOW 1946
 LO0736_MARK LOGO: CGS
 LO0736_PROJECTION: FLUSH
 LO0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0736+STABILITY: SURFACE MOTION
 LO0736
 LO0736  HISTORY     - Date     Condition        Report By
 LO0736  HISTORY     - 1946     MONUMENTED       CGS
 LO0736
 LO0736                          STATION DESCRIPTION
 LO0736
 LO0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO0736'THE STATION IS LOCATED ON A LOW RIDGE EXTENDING NORTHWEST
 LO0736'AND SOUTHEAST ALONG THE NORTH EDGE OF WATER HOLLOW.  THE
 LO0736'RIDGE IS ROCKY WITH A FEW SCATTERED BUNCHES OF QUAKING ASPEN
 LO0736'TREES ON IT BUT HAS THICK WOODS ON THE NORTH SLOPE, THE SOUTH
 LO0736'SLOPE BEING BARE, ROCKY AND VERY STEEP.  LOCATED ABOUT 37
 LO0736'MILES AIR LINE NORTHWEST OF DUCHESNE, ABOUT 24 MILES AIR LINE
 LO0736'EAST OF HEBER, ON THE SOUTHEAST END OF RIDGE AT A HIGH POINT
 LO0736'WHERE IT STARTS SLOPING TO EAST, WEST, AND SOUTH, 4 FEET EAST
 LO0736'OF A SMALL ROCK CAIRN, SET FLUSH AND IS STAMPED--HOLLOW 1946.
 LO0736'
 LO0736'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN
 LO0736'THE STATION, 3 FEET SOUTH OF AN 8-INCH ASPEN TREE, SET
 LO0736'FLUSH AND IS STAMPED--HOLLOW NO 1 1946.
 LO0736'
 LO0736'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION
 LO0736'AS STATION, AT A POINT WHERE RIDGE STARTS SLOPING UP, SET
 LO0736'FLUSH AND IS STAMPED--HOLLOW NO 2 1946.
 LO0736'
 LO0736'STATION WAY 1947 WAS USED FOR AZIMUTH MARK.
 LO0736'
 LO0736'TO REACH FROM STRAWBERRY JUNCTION (LOCATED 48 MILES WEST
 LO0736'OF DUCHESNE AND 24 MILES EAST OF HEBER ON U.S. HIGHWAY 40).
 LO0736'GO EAST ON U.S. HIGHWAY 40 FOR 3.4 MILES TO A ROAD LEFT AT
 LO0736'A DEEP CUT.  TURN LEFT (E) FOR 0.3 MILE TO FORK JUST AFTER
 LO0736'PASSING THROUGH A DEEP CUT.  TURN LEFT (N) AND GO 1.2 MILE TO
 LO0736'FORK.  TAKE RIGHT FORK CROSSING STREAM FOR 0.1 MILE TO SAWMILL.
 LO0736'CONTINUE STRAIGHT AHEAD UP CREEK FOR 3.6 MILES TO A TRIANGLE
 LO0736'BLAZE ON TREE ON RIGHT AND SIGN.  CONTINUE STRAIGHT AHEAD FOR
 LO0736'0.8 MILE TO FORK.  TAKE RIGHT FORK (LOWER ROAD) AND GO 0.6 MILE
 LO0736'TO A SAWMILL ON RIGHT.  CONTINUE ON ROAD FOR 0.5 MILE TO A LOG
 LO0736'LOADING PLATFORM.  TURN SHARP RIGHT, CROSS RIDGE TO A DUGWAY
 LO0736'ROAD AND FOLLOW THIS ROAD FOR 3.1 MILES OR 100 YARDS BEFORE
 LO0736'REACHING END OF ROAD AT A SMALL SPRING.  TURN RIGHT PICKING
 LO0736'WAY THROUGH WOODED AREA TO TOP OF RIDGE, THEN SOUTH ALONG RIDGE
 LO0736'FOR A TOTAL DISTANCE OF 0.2 MILE TO STATION AS DESCRIBED ABOVE.
 LO0736'A DRIVE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0939 ***********************************************************************
 LO0939  DESIGNATION -  HOLT
 LO0939  PID         -  LO0939
 LO0939  STATE/COUNTY-  UT/SALT LAKE
 LO0939  COUNTRY     -  US
 LO0939  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0939
 LO0939                         *CURRENT SURVEY CONTROL
 LO0939  ______________________________________________________________________
 LO0939* NAD 83(1994) POSITION- 40 43 33.11121(N) 111 53 15.50683(W)   ADJUSTED
 LO0939* NAVD 88 ORTHO HEIGHT -  1321.0   (meters)     4334.    (feet) VERTCON3
 LO0939  ______________________________________________________________________
 LO0939  GEOID HEIGHT    -        -16.899 (meters)                     GEOID18
 LO0939  LAPLACE CORR    -         10.49  (seconds)                    DEFLEC18
 LO0939  HORZ ORDER      -  SECOND
 LO0939
 LO0939.The horizontal coordinates were established by classical geodetic methods
 LO0939.and adjusted by the National Geodetic Survey in November 1997.
 LO0939
 LO0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0939
 LO0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0939.GEOID18 height accuracy estimate available here.
 LO0939
 LO0939.Click photographs - Photos may exist for this station.
 LO0939
 LO0939.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0939
 LO0939. The following values were computed from the NAD 83(1994) position.
 LO0939
 LO0939;                    North         East     Units Scale Factor Converg.
 LO0939;SPC UT C     - 2,265,699.250   467,250.472   MT  1.00001976   -0 14 53.9
 LO0939;SPC UT C     - 7,433,381.62  1,532,970.92   sFT  1.00001976   -0 14 53.9
 LO0939;UTM  12      - 4,508,704.976   425,039.156   MT  0.99966916   -0 34 45.0
 LO0939
 LO0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0939!SPC UT C     -   0.99979547  x   1.00001976  =   0.99981522
 LO0939!UTM  12      -   0.99979547  x   0.99966916  =   0.99946470
 LO0939
 LO0939:                Primary Azimuth Mark                     Grid Az
 LO0939:SPC UT C     -  ROPER                                    224 30 16.8
 LO0939:UTM  12      -  ROPER                                    224 50 07.9
 LO0939
 LO0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2503908704(NAD 83)
 LO0939
 LO0939|---------------------------------------------------------------------|
 LO0939| PID    Reference Object                     Distance      Geod. Az  |
 LO0939|                                                           dddmmss.s |
 LO0939| CM4865 HOLT RM 1                             5.293 METERS 04936     |
 LO0939| CM4866 HOLT RM 2                             4.394 METERS 11053     |
 LO0939| LO0935 MURRAY BUEHNER CO N STACK           APPROX. 7.6 KM 1824116.3 |
 LO0939| LO0931 SOUTH SALT LAKE VITRO CHEM STK      APPROX. 3.2 KM 2115655.1 |
 LO0939| LO0942 ROPER                               APPROX. 2.1 KM 2241522.9 |
 LO0939| LO0934 SOUTH SALT LAKE RAD KCPX W MST      APPROX. 3.9 KM 2253239.3 |
 LO0939| LO0996 SALT LAKE CITY ST CAPITOL DOME      APPROX. 5.7 KM 3593130.0 |
 LO0939|---------------------------------------------------------------------|
 LO0939
 LO0939                          SUPERSEDED SURVEY CONTROL
 LO0939
 LO0939  NAD 83(1993)-  40 43 33.11118(N)    111 53 15.50688(W) AD(       ) 2
 LO0939  NAD 83(1986)-  40 43 33.09974(N)    111 53 15.49833(W) AD(       ) 2
 LO0939  NAD 27      -  40 43 33.29174(N)    111 53 12.73020(W) AD(       ) 2
 LO0939  NGVD 29 (07/19/86) 1320.1    (m)         4331.     (f) VERT ANG       
 LO0939
 LO0939.Superseded values are not recommended for survey control.
 LO0939
 LO0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0939.See file dsdata.pdf to determine how the superseded data were derived.
 LO0939
 LO0939_MARKER: Z = SEE DESCRIPTION
 LO0939_SETTING: 0 = UNSPECIFIED SETTING
 LO0939
 LO0939  HISTORY     - Date     Condition        Report By
 LO0939  HISTORY     - 1974     MONUMENTED       UT-035
 LO0939
 LO0939                          STATION DESCRIPTION
 LO0939
 LO0939'DESCRIBED BY SALT LAKE COUNTY UTAH 1974 (RS)
 LO0939'THE STATION IS LOCATED ABOUT 4.5 MILES E BY NE OF GRANGER, 3
 LO0939'MILES SOUTH DOWNTOWN SALT LAKE CITY AND 1 MILE NORTH OF
 LO0939'SOUTH SALT LAKE.
 LO0939'
 LO0939'TO REACH THE STATION FROM 2100 SOUTH STREET AND U.S. HIGHWAY
 LO0939'89 (STATE STREET) GO TO BUILDING NO. 1 LOCATED ON THE NORTHEAST
 LO0939'CORNER OF THE INTERSECTION, ENTER WEST ENTRANCE OF BUILDING, GO TO
 LO0939'ELEVATOR AND GO TO THE 4TH FLOOR.  LEAVE ELEVATOR
 LO0939'AND TURN RIGHT, WALK NORTH TO DOOR ON THE RIGHT MARKED FIRE
 LO0939'ESCAPE.  GO OUT DOOR AND UPSTAIRS TO MAIN ROOF OF BUILDING
 LO0939'AND CLIMB UP LADDER ON ELEVATOR PENT HOUSE TO ROOF AND STATION
 LO0939'LOCATED 8.1 FEET NE FROM THE SOUTHWEST CORNER OF ELEVATOR
 LO0939'PENT HOUSE.
 LO0939'
 LO0939'STATION IS A STANDARD TRIANGULAR BRASS SET FLUSH WITH THE
 LO0939'ELEVATOR PENTHOUSE ROOF AND IS STAMPED HOLT.
 LO0939'
 LO0939'R.M. 1 IS CROSS CHISELED IN THE METAL EDGING LOCATED ON THE
 LO0939'NORTHEAST CORNER OF THE PENTHOUSE ROOF AND IS STAMPED
 LO0939'R.M. 1.
 LO0939'
 LO0939'R.M. 2 IS CROSS CHISELED IN THE METAL EDGING LOCATED NE
 LO0939'ON THE SOUTHEAST CORNER OF THE PENTHOUSE AND IS STAMPED R.M. 2.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0694 ***********************************************************************
 MR0694  DESIGNATION -  HOME
 MR0694  PID         -  MR0694
 MR0694  STATE/COUNTY-  UT/RICH
 MR0694  COUNTRY     -  US
 MR0694  USGS QUAD   -  DAIRY RIDGE (2017)
 MR0694
 MR0694                         *CURRENT SURVEY CONTROL
 MR0694  ______________________________________________________________________
 MR0694* NAD 83(1994) POSITION- 41 23 29.33584(N) 111 22 40.80763(W)   ADJUSTED
 MR0694* NAVD 88 ORTHO HEIGHT -  2632.    (meters)     8635.    (feet) SCALED
 MR0694  ______________________________________________________________________
 MR0694  GEOID HEIGHT    -        -15.055 (meters)                     GEOID18
 MR0694  LAPLACE CORR    -          0.70  (seconds)                    DEFLEC18
 MR0694  HORZ ORDER      -  FIRST
 MR0694
 MR0694.The horizontal coordinates were established by classical geodetic methods
 MR0694.and adjusted by the National Geodetic Survey in November 1997.
 MR0694
 MR0694.The orthometric height was scaled from a topographic map.
 MR0694
 MR0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0694.GEOID18 height accuracy estimate available here.
 MR0694
 MR0694.Click photographs - Photos may exist for this station.
 MR0694
 MR0694.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0694
 MR0694. The following values were computed from the NAD 83(1994) position.
 MR0694
 MR0694;                    North         East     Units Scale Factor Converg.
 MR0694;SPC UT N     - 1,117,515.184   510,202.929   MT  0.99995985   +0 04 49.6
 MR0694;SPC UT N     - 3,666,381.07  1,673,890.78   sFT  0.99995985   +0 04 49.6
 MR0694;UTM  12      - 4,582,285.706   468,398.257   MT  0.99961229   -0 14 59.8
 MR0694
 MR0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0694!SPC UT N     -   0.99958962  x   0.99995985  =   0.99954949
 MR0694!UTM  12      -   0.99958962  x   0.99961229  =   0.99920207
 MR0694
 MR0694:                Primary Azimuth Mark                     Grid Az
 MR0694:SPC UT N     -  HOME AZ MK                               157 32 48.2
 MR0694:UTM  12      -  HOME AZ MK                               157 52 37.6
 MR0694
 MR0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL6839882285(NAD 83)
 MR0694
 MR0694|---------------------------------------------------------------------|
 MR0694| PID    Reference Object                     Distance      Geod. Az  |
 MR0694|                                                           dddmmss.s |
 MR0694| CM4868 HOME RM 1                            10.144 METERS 10353     |
 MR0694| CM4867 HOME AZ MK                                         1573737.8 |
 MR0694| CM4869 HOME RM 2                             9.823 METERS 19423     |
 MR0694|---------------------------------------------------------------------|
 MR0694
 MR0694                          SUPERSEDED SURVEY CONTROL
 MR0694
 MR0694  NAD 83(1993)-  41 23 29.33581(N)    111 22 40.80762(W) AD(       ) 1
 MR0694  NAD 83(1986)-  41 23 29.32388(N)    111 22 40.79865(W) AD(       ) 1
 MR0694  NAD 27      -  41 23 29.53342(N)    111 22 38.08009(W) AD(       ) 1
 MR0694
 MR0694.Superseded values are not recommended for survey control.
 MR0694
 MR0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0694.See file dsdata.pdf to determine how the superseded data were derived.
 MR0694
 MR0694_MARKER: DS = TRIANGULATION STATION DISK
 MR0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0694_STAMPING: HOME 1938
 MR0694_MARK LOGO: CGS
 MR0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0694+STABILITY: SURFACE MOTION
 MR0694
 MR0694  HISTORY     - Date     Condition        Report By
 MR0694  HISTORY     - 1938     MONUMENTED       CGS
 MR0694  HISTORY     - 1962     GOOD             CGS
 MR0694  HISTORY     - 1966     GOOD             USGS
 MR0694
 MR0694                          STATION DESCRIPTION
 MR0694
 MR0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 MR0694'STATION IS ON THE HIGHEST POINT OF A ROUNDED KNOLL, ON A HIGH
 MR0694'DIVIDE.  THE KNOLL IS BARE ON TOP AND HAS TIMBER ON THE NORTH
 MR0694'SLOPE.  IT LIES ABOUT 33 MILES ENE OF OGDEN, 14-1/2 MILES SW
 MR0694'OF WOODRUFF AND 7-1/2 MILES ESE OF MONTE CRISTO PEAK AT THE HEAD
 MR0694'OF LOST, HOME, AND WOODRUFF CREEKS.
 MR0694'
 MR0694'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 MR0694'BRONZE DISKS SET IN CONCRETE.
 MR0694'
 MR0694'REACHED FROM OGDEN AS FOLLOWS--FROM WASHINGTON BLVD. GO EAST
 MR0694'ON 24TH STREET, HIGHWAY UTAH 39, FOR 1.1 MILES TO HARRISON BLVD.,
 MR0694'TURN N AND FOLLOW UTAH 39 UP OGDEN CANYON 7.0 MILES TO THE DAM
 MR0694'OF PINE VIEW RESERVOIR.  CONTINUE E ON RIGHT FORK 4.4 MILES TO
 MR0694'CROSS ROADS AT EDGE OF HUNTSVILLE.  TURN RIGHT AND GO E AND NE
 MR0694'ON MONTE CRISTO ROAD FOR 23.25 MILES TO SIDE ROAD LEFT AND
 MR0694'SIGN--DRY BREAD POND.  CONTINUE ON RIGHT FORK, MAIN ROAD,
 MR0694'FOR 2.75 MILES TO TRAIL ROAD TO RIGHT AND SIGN--HANSEN
 MR0694'SAWMILL.  LEAVE GRADED ROAD ON RIGHT FORK, TRAIL ROAD AND
 MR0694'GO 0.5 MILE TO FORK AND SAWMILL SIGN, THEN RIGHT FORK,
 MR0694'EASTERLY FOR 5.5 MILES, THEN RIGHT FORK 0.25 MILE, THEN
 MR0694'RIGHT FORK, E, 0.15 MILE TO FORK AND SAWMILL SIGN.  CONTINUE
 MR0694'STRAIGHT AHEAD, EASTERLY, ON RIGHT FORK 1.7 MILES TO FORK ON
 MR0694'TOP OF RIDGE, THEN LEFT FORK NE FOR 1.2 MILES, THEN RIGHT
 MR0694'FORK, MAIN ROAD E FOR 1.3 MILES TO FORK, THEN LEFT FORK, E,
 MR0694'ALONG RAIL FENCE 1.1 MILES TO FORK AT FENCE CORNER, THEN
 MR0694'LEFT FORK NORTHERLY, UP HILL FOR 0.6 MILE TO FORK ON TOP OF HILL.
 MR0694'TAKE LEFT FORK, DIM TRACKS, ABOUT 100 YARDS TO HIGHEST
 MR0694'POINT OF HILL AND STATION.
 MR0694'
 MR0694'AZIMUTH MARK IS JUST OUTSIDE THE FENCE CORNER MENTIONED ABOVE AND
 MR0694'IS SSE OF STATION APPROXIMATELY 0.5 MILE.
 MR0694'
 MR0694'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
 MR0694
 MR0694                          STATION RECOVERY (1962)
 MR0694
 MR0694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0694'STATION WAS VISITED BY A LIGHTKEEPER ONLY.  ALL MARKS WERE
 MR0694'FOUND AS DESCRIBED.  FOLLOWING IS A NEW ROUTE USED TO REACH
 MR0694'THE STATION.
 MR0694'
 MR0694'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WOODRUFF,
 MR0694'GO SOUTH ON STATE HIGHWAY 3 FOR 0.15 MILE TO A PAVED CROSSROAD
 MR0694'(MONTE CRISTO ROAD OR STATE HIGHWAY 39).  TURN RIGHT AND FOLLOW
 MR0694'THE HIGHWAY FOR 5.65 MILES TO A BLADED SIDE ROAD LEFT LEADING
 MR0694'DOWN A LANE (THIS IS JUST AFTER CROSSING OVER A CATTLE GUARD ON
 MR0694'THE HIGHWAY).  TURN LEFT, DOWN THE LANE, AND GO 0.2 MILE TO A
 MR0694'RANCH HOUSE AND A FORK.  TAKE THE RIGHT FORK, UP HILL AND TO
 MR0694'THE RIGHT OF HOUSE, FOR 0.55 MILE TO A FORK AND WIRE GATE
 MR0694'ACROSS THE LEFT FORK.  TAKE THE LEFT FORK, THROUGH GATE, AND GO
 MR0694'0.15 MILE TO A CREEK CROSSING.  CROSS THE CREEK AND FOLLOW
 MR0694'THE MAIN ROAD FOR 0.45 MILE TO A WIRE GATE.  PASS THROUGH AND
 MR0694'CONTINUE FOR 0.15 MILE TO A FORK.  TAKE THE RIGHT FORK,
 MR0694'SOUTHERLY, FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK,
 MR0694'SOUTHERLY, FOR 1.15 MILES TO A T ROAD INTERSECTION.  TURN
 MR0694'RIGHT, WEST AND SOUTHWESTERLY, FOR 0.5 MILE TO A SIDE ROAD RIGHT.
 MR0694'CONTINUE AHEAD FOR 0.8 MILE TO ANOTHER SIDE ROAD RIGHT.
 MR0694'CONTINUE AHEAD FOR 1.15 MILES TO ANOTHER SIDE ROAD RIGHT.
 MR0694'CONTINUE AHEAD FOR 0.2 MILE TO A WIRE GATE.  PASS THROUGH AND
 MR0694'CONTINUE AHEAD, PASSING A SMALL LOG CABIN ON THE LEFT, FOR
 MR0694'1.25 MILES TO A FORK.  TAKE THE LEFT FORK, SOUTHWEST, FOR
 MR0694'0.3 MILE TO A GATE.  PASS THROUGH AND CONTINUE AHEAD FOR
 MR0694'0.85 MILES TO A FORK AT THE TOP OF A RIDGE.  TAKE THE LEFT
 MR0694'FORK, TRACK ROAD, SOUTHERLY, ALONG THE TOP OF THE RIDGE,
 MR0694'FOR 1.55 MILES TO A FORK.  TAKE THE RIGHT FORK, SOUTH, FOR 0.75
 MR0694'MILE TO THE TOP OF A RIDGE AND A FORK.  TAKE DIM RIGHT FORK
 MR0694'FOR ABOUT 100 YARDS TO TOP OF HILL AND STATION.
 MR0694'
 MR0694'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST AND SOUTH
 MR0694'ON TRACK ROAD FOR 0.6 MILE TO A LOADING CHUTE AND CORRALS.
 MR0694'THE MARK IS 25 YARDS SOUTHWEST OF THE LOADING CHUTE AND AT A
 MR0694'FENCE CORNER.
 MR0694
 MR0694                          STATION RECOVERY (1966)
 MR0694
 MR0694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MR0694'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0690 ***********************************************************************
 MS0690  DESIGNATION -  HONEY
 MS0690  PID         -  MS0690
 MS0690  STATE/COUNTY-  UT/BOX ELDER
 MS0690  COUNTRY     -  US
 MS0690  USGS QUAD   -  HONEYVILLE (2017)
 MS0690
 MS0690                         *CURRENT SURVEY CONTROL
 MS0690  ______________________________________________________________________
 MS0690* NAD 83(1994) POSITION- 41 38 03.87972(N) 112 06 08.46744(W)   ADJUSTED
 MS0690* NAVD 88 ORTHO HEIGHT -  1301.9   (meters)     4271.    (feet) VERTCON3
 MS0690  ______________________________________________________________________
 MS0690  GEOID HEIGHT    -        -15.924 (meters)                     GEOID18
 MS0690  LAPLACE CORR    -          2.72  (seconds)                    DEFLEC18
 MS0690  HORZ ORDER      -  THIRD
 MS0690
 MS0690.The horizontal coordinates were established by classical geodetic methods
 MS0690.and adjusted by the National Geodetic Survey in November 1997.
 MS0690
 MS0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0690
 MS0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0690.GEOID18 height accuracy estimate available here.
 MS0690
 MS0690.Click photographs - Photos may exist for this station.
 MS0690
 MS0690.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0690
 MS0690. The following values were computed from the NAD 83(1994) position.
 MS0690
 MS0690;                    North         East     Units Scale Factor Converg.
 MS0690;SPC UT N     - 1,144,661.719   449,811.486   MT  0.99997922   -0 23 49.8
 MS0690;SPC UT N     - 3,755,444.32  1,475,756.52   sFT  0.99997922   -0 23 49.8
 MS0690;UTM  12      - 4,609,773.445   408,184.459   MT  0.99970374   -0 43 56.7
 MS0690
 MS0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0690!SPC UT N     -   0.99979834  x   0.99997922  =   0.99977756
 MS0690!UTM  12      -   0.99979834  x   0.99970374  =   0.99950214
 MS0690
 MS0690:                Primary Azimuth Mark                     Grid Az
 MS0690:SPC UT N     -  HONEY AZ MK                              279 26 59.4
 MS0690:UTM  12      -  HONEY AZ MK                              279 47 06.3
 MS0690
 MS0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM0818409773(NAD 83)
 MS0690
 MS0690|---------------------------------------------------------------------|
 MS0690| PID    Reference Object                     Distance      Geod. Az  |
 MS0690|                                                           dddmmss.s |
 MS0690| CM4871 HONEY RM 1                           11.034 METERS 04144     |
 MS0690| CM4870 HONEY AZ MK                                        2790309.6 |
 MS0690| CM4872 HONEY RM 2                           12.331 METERS 32317     |
 MS0690|---------------------------------------------------------------------|
 MS0690
 MS0690                          SUPERSEDED SURVEY CONTROL
 MS0690
 MS0690  NAD 83(1993)-  41 38 03.87857(N)    112 06 08.46338(W) AD(       ) 3
 MS0690  NAD 83(1986)-  41 38 03.87135(N)    112 06 08.45536(W) AD(       ) 3
 MS0690  NAD 27      -  41 38 04.12020(N)    112 06 05.64000(W) AD(       ) 3
 MS0690  NGVD 29 (07/19/86) 1300.9    (m)         4268.     (f) VERT ANG       
 MS0690
 MS0690.Superseded values are not recommended for survey control.
 MS0690
 MS0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0690.See file dsdata.pdf to determine how the superseded data were derived.
 MS0690
 MS0690_MARKER: DS = TRIANGULATION STATION DISK
 MS0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0690_STAMPING: HONEY 1963
 MS0690_MARK LOGO: CGS
 MS0690_PROJECTION: FLUSH
 MS0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0690+STABILITY: SURFACE MOTION
 MS0690
 MS0690  HISTORY     - Date     Condition        Report By
 MS0690  HISTORY     - 1963     MONUMENTED       CGS
 MS0690
 MS0690                          STATION DESCRIPTION
 MS0690
 MS0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MS0690'THE STATION IS ABOUT 1-1/2 MILES NORTHEAST OF BEAR RIVER AND 1 MILE
 MS0690'WEST OF HONEYVILLE, IN THE SOUTHWEST CORNER OF THE INTERSECTION OF THE
 MS0690'HONEYVILLE TURN OFF AND INTERSTATE HIGHWAY 15.
 MS0690'
 MS0690'TO REACH THE STATION FROM THE HONEYVILLE OVERPASS OVER INTERSTATE
 MS0690'HIGHWAY 15, GO WEST ON PAVED ROAD FOR 0.1 MILE TO A ENTERANCE ROAD TO
 MS0690'THE HIGHWAY.  TURN LEFT ON THE ENTRANCE ROAD THEN TURN RIGHT LEAVING
 MS0690'ROAD TO A WIRE FENCE.  TURN LEFT AND GO SOUTH FOR ABOUT 125 FEET TO A
 MS0690'FENCE CORNER AND THE STATION.  TO REACH THE AZIMUTH MARK, CONTINUE
 MS0690'WEST ON THE PAVED ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT.
 MS0690'
 MS0690'STATION MARK IS A STANDARD DISK, STAMPED HONEY 1963, SET IN THE TOP OF
 MS0690'A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS
 MS0690'80 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY ENTRANCE ROAD, 20
 MS0690'FEET WEST OF AN IRRIGATION DITCH, 6.7 FEET SOUTHEAST OF A WITNESS POST
 MS0690'AND 5.5 FEET EAST OF A FENCE.
 MS0690'
 MS0690'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HONEY NO 1 1963, SET IN
 MS0690'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 MS0690'IS 48 FEET NORTHWEST OF THE IRRIGATION DITCH, 43 FEET SOUTH OF THE
 MS0690'CENTERLINE OF THE HIGHWAY ENTRANCE ROAD, 41 FEET EAST OF THE FENCE AND
 MS0690'ABOUT THE SAME ELEVATION AS THE STATION.
 MS0690'
 MS0690'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HONEY NO 2 1963, SET IN
 MS0690'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 MS0690'IS 72 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY ENTRANCE ROAD, 3
 MS0690'FEET EAST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 MS0690'
 MS0690'AZIMUTH MARK IS A STANDARD DISK, STAMPED HONEY 1963, SET IN THE TOP OF
 MS0690'A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 19 FEET
 MS0690'SOUTH OF THE CENTERLINE OF THE PAVED ROAD, 8.5 FEET SOUTHEAST OF THE
 MS0690'SOUTHEAST CORNER OF A CONCRETE BRIDGE ABUTMENT, 9 FEET WEST OF THE
 MS0690'CENTERLINE OF A FIELD ROAD, 4 FEET EAST OF THE EAST EDGE OF A
 MS0690'IRRIGATION CANAL AND 1.7 FEET NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0579 ***********************************************************************
 HO0579  DESIGNATION -  HOOSIER
 HO0579  PID         -  HO0579
 HO0579  STATE/COUNTY-  UT/IRON
 HO0579  COUNTRY     -  US
 HO0579  USGS QUAD   -  RED CREEK RESERVOIR (2017)
 HO0579
 HO0579                         *CURRENT SURVEY CONTROL
 HO0579  ______________________________________________________________________
 HO0579* NAD 83(1994) POSITION- 37 48 51.05528(N) 112 44 34.38535(W)   ADJUSTED
 HO0579* NAVD 88 ORTHO HEIGHT -  2806.4   (meters)     9207.    (feet) VERTCON3
 HO0579  ______________________________________________________________________
 HO0579  GEOID HEIGHT    -        -20.284 (meters)                     GEOID18
 HO0579  LAPLACE CORR    -          9.64  (seconds)                    DEFLEC18
 HO0579  HORZ ORDER      -  FIRST
 HO0579
 HO0579.The horizontal coordinates were established by classical geodetic methods
 HO0579.and adjusted by the National Geodetic Survey in June 1998.
 HO0579
 HO0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0579
 HO0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0579.GEOID18 height accuracy estimate available here.
 HO0579
 HO0579.Click photographs - Photos may exist for this station.
 HO0579
 HO0579.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0579
 HO0579. The following values were computed from the NAD 83(1994) position.
 HO0579
 HO0579;                    North         East     Units Scale Factor Converg.
 HO0579;SPC UT S     - 3,128,082.557   390,568.028   MT  0.99995143   -0 45 41.4
 HO0579;SPC UT S     -10,262,717.52  1,281,388.61   sFT  0.99995143   -0 45 41.4
 HO0579;UTM  12      - 4,186,629.272   346,588.136   MT  0.99988988   -1 04 07.6
 HO0579
 HO0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0579!SPC UT S     -   0.99956301  x   0.99995143  =   0.99951446
 HO0579!UTM  12      -   0.99956301  x   0.99988988  =   0.99945293
 HO0579
 HO0579:                Primary Azimuth Mark                     Grid Az
 HO0579:SPC UT S     -  HOOSIER AZ MK                            149 25 06.5
 HO0579:UTM  12      -  HOOSIER AZ MK                            149 43 32.7
 HO0579
 HO0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG4658886629(NAD 83)
 HO0579
 HO0579|---------------------------------------------------------------------|
 HO0579| PID    Reference Object                     Distance      Geod. Az  |
 HO0579|                                                           dddmmss.s |
 HO0579| CH2507 HOOSIER RM 2                          7.071 METERS 00205     |
 HO0579| CH2505 HOOSIER AZ MK                                      1483925.1 |
 HO0579| CH2506 HOOSIER RM 1                          3.753 METERS 28237     |
 HO0579|---------------------------------------------------------------------|
 HO0579
 HO0579                          SUPERSEDED SURVEY CONTROL
 HO0579
 HO0579  NAD 83(1986)-  37 48 51.05377(N)    112 44 34.38257(W) AD(       ) 1
 HO0579  NAD 27      -  37 48 51.14700(N)    112 44 31.59300(W) AD(       ) 1
 HO0579  NGVD 29 (07/19/86) 2805.0    (m)         9203.     (f) VERT ANG       
 HO0579
 HO0579.Superseded values are not recommended for survey control.
 HO0579
 HO0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0579.See file dsdata.pdf to determine how the superseded data were derived.
 HO0579
 HO0579_MARKER: DS = TRIANGULATION STATION DISK
 HO0579_SETTING: 80 = SET IN A BOULDER
 HO0579
 HO0579  HISTORY     - Date     Condition        Report By
 HO0579  HISTORY     - 1938     MONUMENTED       CGS
 HO0579
 HO0579                          STATION DESCRIPTION
 HO0579
 HO0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0579'ABOUT 5 MILES SE OF PAROWAN, UTAH, AND ABOUT 1-1/2 MILES W OF
 HO0579'HOOSIER CREEK.  STATION IS ON TOP OF TIMBERED HILL WHICH
 HO0579'IS HIGHEST POINT OF A N-S RIDGE ABOUT 200 YARDS.  IT IS
 HO0579'HIGHEST POINT IN IMMEDIATE VICINITY.  THERE ARE STEEP BLUFFS
 HO0579'TO W, AND MORE GENTLE SLOPE IS TO E.
 HO0579'
 HO0579'SURFACE MARK IS A STANDARD BRONZE DISK IN A BOULDER.
 HO0579'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HO0579'DISKS IN CONCRETE IN BEDROCK.
 HO0579'
 HO0579'TO REACH FROM PAROWAN, UTAH, GO E AND S ON CEDAR BREAKS
 HO0579'ROAD, A GRADED GRAVEL ROAD 3.6 MILES TO A SIDE ROAD LEADING
 HO0579'LEFT AND SIGN--VERMILLION CASTLE, 1 MILE.  THENCE TURN LEFT
 HO0579'AND GO E ON THIS ROAD UP CANYON 1.35 MILES TO ENTRANCE TO
 HO0579'VERMILLION CAMP.  THENCE KEEP L FORK ON A TRAIL ROAD E UP
 HO0579'CANYON 2.6 MILES TO A FORK AFTER COMING OUT OF CANYON.  THENCE
 HO0579'LEAVE MAIN TRAVELED ROAD, TAKE L FORK 0.1 MILE TO ANOTHER
 HO0579'FORK.  HERE TAKE L FORK ACROSS CREEK AND CONTINUE NORTHERLY
 HO0579'ON TRAIL ROAD 1.0 MILE TO A FORK.  THENCE KEEP STRAIGHT
 HO0579'AHEAD ON R FORK ABOUT 75 FEET TO ANOTHER FORK.  HERE TAKE L
 HO0579'FORK UP A VERY STEEP HILL AND CONTINUE NORTHERLY 0.7 MILE
 HO0579'TO A DIM FORK LEADING R AND A DIM FORK LEADING L.  THENCE
 HO0579'KEEP STRAIGHT AHEAD ON MAIN TRAIL ROAD NORTHERLY 0.1 MILE
 HO0579'TO A GATE IN A RAIL FENCE.  HERE CONTINUE STRAIGHT AHEAD
 HO0579'NORTHERLY ACROSS FLAT COUNTRY AND NORTHWESTERLY UP VALLEY 0.65
 HO0579'MILE TO A TRIANGLE BLAZE ON TREE TO L OF ROAD AT TOP OF
 HO0579'A STEEP HILL AND IN SADDLE BETWEEN TWO HILLS.  THENCE
 HO0579'CONTINUE NORTHERLY DOWN HILL 0.1 MILE TO A DIM FORK.  HERE TAKE
 HO0579'DIM L FORK A SHORT DISTANCE TO A WELL-TRAVELED ROAD AND
 HO0579'FOLLOW IT UP SIDE OF A HILL 0.1 MILE TO A FORK AT TOP OF A
 HO0579'RIDGE.  THENCE TAKE L FORK ON MAIN TRAVELED LOGGING
 HO0579'ROAD, SOUTHEASTERLY, UP HILL ABOUT 0.3 MILE TO A
 HO0579'TRIANGLE BLAZE AND AN ARROW ON A TREE TO R OF ROAD
 HO0579'ABOUT 50 YARDS AFTER PASSING TOP OF A SADDLE.  THIS POINT
 HO0579'IS END OF TRUCK TRAVEL.  FROM HERE PACK UP STEEP HILL,
 HO0579'NORTHWESTERLY, TO AN OPENING AND THEN N AND W ACROSS A
 HO0579'RAIL FENCE TO HIGHEST POINT AND STATION SITE.
 HO0579'
 HO0579'REFERENCE MARK NO. 1 IS W OF AND AT ABOUT SAME ELEVATION
 HO0579'AS STATION.  REFERENCE MARK NO. 2 IS N OF AND AT ABOUT SAME
 HO0579'ELEVATION AS STATION.
 HO0579'
 HO0579'AZIMUTH MARK IS ABOUT 1/2 MILE SE OF STATION ON FIRST KNOLL
 HO0579'ON WAY TO STATION FROM END OF TRUCK TRAVEL.  IT IS ABOUT
 HO0579'100 FEET LOWER IN ELEVATION THAN STATION.  IT IS SET IN A
 HO0579'LARGE BOULDER ABOUT 5 FEET IN DIAMETER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0519 ***********************************************************************
 JO0519  DESIGNATION -  HOPE
 JO0519  PID         -  JO0519
 JO0519  STATE/COUNTY-  UT/BEAVER
 JO0519  COUNTRY     -  US
 JO0519  USGS QUAD   -  BEARSKIN MOUNTAIN (2017)
 JO0519
 JO0519                         *CURRENT SURVEY CONTROL
 JO0519  ______________________________________________________________________
 JO0519* NAD 83(1994) POSITION- 38 28 36.57004(N) 112 45 47.23222(W)   ADJUSTED
 JO0519* NAVD 88 ORTHO HEIGHT -  2312.6   (meters)     7587.    (feet) VERTCON3
 JO0519  ______________________________________________________________________
 JO0519  GEOID HEIGHT    -        -20.123 (meters)                     GEOID18
 JO0519  LAPLACE CORR    -          1.97  (seconds)                    DEFLEC18
 JO0519  HORZ ORDER      -  FIRST
 JO0519
 JO0519.The horizontal coordinates were established by classical geodetic methods
 JO0519.and adjusted by the National Geodetic Survey in November 1997.
 JO0519
 JO0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0519
 JO0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0519.GEOID18 height accuracy estimate available here.
 JO0519
 JO0519.Click photographs - Photos may exist for this station.
 JO0519
 JO0519.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0519
 JO0519. The following values were computed from the NAD 83(1994) position.
 JO0519
 JO0519;                    North         East     Units Scale Factor Converg.
 JO0519;SPC UT S     - 3,201,650.872   389,779.918   MT  1.00002432   -0 46 26.0
 JO0519;SPC UT S     -10,504,082.90  1,278,802.95   sFT  1.00002432   -0 46 26.0
 JO0519;UTM  12      - 4,260,194.474   346,204.895   MT  0.99989129   -1 05 50.0
 JO0519
 JO0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0519!SPC UT S     -   0.99964043  x   1.00002432  =   0.99966475
 JO0519!UTM  12      -   0.99964043  x   0.99989129  =   0.99953176
 JO0519
 JO0519:                Primary Azimuth Mark                     Grid Az
 JO0519:SPC UT S     -  HOPE AZ MK                               102 11 39.3
 JO0519:UTM  12      -  HOPE AZ MK                               102 31 03.3
 JO0519
 JO0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH4620460194(NAD 83)
 JO0519
 JO0519|---------------------------------------------------------------------|
 JO0519| PID    Reference Object                     Distance      Geod. Az  |
 JO0519|                                                           dddmmss.s |
 JO0519| KO0431 LOS ANGELES SALT LAKE AY BN 50      APPROX.77.7 KM 0073954.0 |
 JO0519| CM4874 HOPE RM 1                            11.420 METERS 04355     |
 JO0519| CM4873 HOPE AZ MK                                         1012513.3 |
 JO0519| JO0512 BEAVER COURTHOUSE CLOCK TOWER       APPROX.25.0 KM 1542306.7 |
 JO0519| JO0514 BEAVER BROOKLWN MILK PLT N STK      APPROX.24.3 KM 1580259.4 |
 JO0519| JO0511 BEAVER BROOKLWN MILK PLT S STK      APPROX.24.3 KM 1580308.6 |
 JO0519| CM4875 HOPE RM 2                            11.688 METERS 29450     |
 JO0519|---------------------------------------------------------------------|
 JO0519
 JO0519                          SUPERSEDED SURVEY CONTROL
 JO0519
 JO0519  NAD 83(1986)-  38 28 36.56569(N)    112 45 47.22753(W) AD(       ) 1
 JO0519  NAD 27      -  38 28 36.67100(N)    112 45 44.41100(W) AD(       ) 1
 JO0519  NGVD 29 (07/19/86) 2311.2    (m)         7583.     (f) VERT ANG       
 JO0519
 JO0519.Superseded values are not recommended for survey control.
 JO0519
 JO0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0519.See file dsdata.pdf to determine how the superseded data were derived.
 JO0519
 JO0519_MARKER: DS = TRIANGULATION STATION DISK
 JO0519_SETTING: 80 = SET IN A BOULDER
 JO0519_STAMPING: HOPE 1938
 JO0519_MARK LOGO: CGS
 JO0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0519+STABILITY: SURFACE MOTION
 JO0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0519+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2022
 JO0519
 JO0519  HISTORY     - Date     Condition        Report By
 JO0519  HISTORY     - 1938     MONUMENTED       CGS
 JO0519  HISTORY     - 1947     GOOD             CGS
 JO0519  HISTORY     - 1959     GOOD             USGS
 JO0519  HISTORY     - 1970     GOOD             USAF
 JO0519  HISTORY     - 1976     GOOD             NGS
 JO0519  HISTORY     - 20220920 GOOD             INDIV
 JO0519
 JO0519                          STATION DESCRIPTION
 JO0519
 JO0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JO0519'STATION IS LOCATED ABOUT 13 MILES SW OF COVE FORT, AND ABOUT
 JO0519'15-1/2 MILES NNW OF BEAVER ON A SAGE-COVERED KNOLL PARTIALLY
 JO0519'SURROUNDED BY SCRUB OAK AND ASPEN TREES, ON E SLOPE OF MINERAL
 JO0519'MTS. NEAR N END OF RANGE.
 JO0519'
 JO0519'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 JO0519'BOULDERS.  AZIMUTH MARK IS
 JO0519'A STANDARD BRONZE DISK IN CONCRETE.
 JO0519'
 JO0519'REACHED FROM BEAVER AS FOLLOWS--FROM INTERSECTION OF HIGHWAYS
 JO0519'UTAH 21 AND U.S. 91 GO N 5.8 MILES TO A SMALL SETTLEMENT AND
 JO0519'A ROAD (DIRT) TO L.  TURN L, W, ON THIS ROAD AND GO 2.0 MILES
 JO0519'DUE W (IGNORING ALL SIDE ROADS) TO AN INTERSECTION WITH A GRADED
 JO0519'DIRT ROAD, TURN R, NW, ONTO THIS ROAD AND GO 1.0 MILE TO A
 JO0519'BRIDGE AND A FORK JUST ACROSS THIS BRIDGE, TAKE L FORK
 JO0519'(WESTERLY) AND GO 1.2 MILES TO ANOTHER FORK.  THENCE TAKE L FORK
 JO0519'(NORTHWESTERLY) AND GO 1.5 MILES TO TWO DIM FORKS
 JO0519'CLOSE TOGETHER, TAKE R, THEN L FORK, NW AND N, 1.85 MILES TO A
 JO0519'FORK AT A WASH.  THENCE TAKE R FORK, N, ACROSS WASH AND GO 2.7
 JO0519'MILES (BEARING NORTHERLY UP A BROAD SAGE-COVERED VALLEY) TO A DIM
 JO0519'FORK AND A SALT LICK.  TAKE R FORK N AND NW UP VALLEY AND
 JO0519'ALONG BED OF A WASH 1.9 MILES TO A CORRAL AND A WATER
 JO0519'TANK.  THENCE CONTINUE ON UP WASH ON MAIN ROAD 0.75 MILE
 JO0519'TO CREST OF A RIDGE AND A SALT LICK (AZIMUTH IS AT THIS
 JO0519'POINT), AND A DIM SIDE ROAD.  TURN L OFF MAIN ROAD ONTO DIM
 JO0519'TRACK ROAD AND GO W 0.5 MILE TO TOP OF FIRST KNOLL, TO
 JO0519'W, AND STATION.
 JO0519'
 JO0519'STATION MARK IS SET IN A BOULDER PROTRUDING ABOUT 8 INCHES
 JO0519'ABOVE GROUND, AND ABOUT 2 FEET ACROSS (ROUND SHAPE).  IT IS NOT
 JO0519'ON HIGHEST POINT OF KNOLL, BUT IS ABOUT 2 FEET LOWER ON A SOUTH
 JO0519'SLOPE.  IT IS ABOUT 100 YARDS S OF TRACK ROAD TO STATION.
 JO0519'
 JO0519'REFERENCE MARK NO. 1 IS SET IN A BOULDER ABOUT 2-1/2 FEET ACROSS
 JO0519'(ROUND SHAPE) AND PROJECTS ABOUT 10 INCHES ABOVE GROUND.
 JO0519'REFERENCE MARK NO. 2 IS SET IN A BOULDER ABOUT 2 BY 4 FEET
 JO0519'(QUADRILATERAL SHAPE) ABOUT 6 INCHES ABOVE GROUND SURFACE, AND
 JO0519'ABOUT SAME ELEVATION AS STATION.  REFERENCE MARK NO. 1 IS ABOUT
 JO0519'1 FOOT LOWER THAN STATION.
 JO0519'
 JO0519'AZIMUTH IS A STANDARD DISK AZIMUTH MARK SET IN A CONCRETE POST
 JO0519'(ABOUT 8 INCHES SQUARE) PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 JO0519'IT IS ABOUT 15 FEET E OF MAIN TRACK ROAD, WHERE TURNOFF IS
 JO0519'MADE TO GO W TO STATION (AT SALT LICK) AND ABOUT 1/2 MILE E
 JO0519'OF STATION.  IT IS ABOUT 150 FEET LOWER THAN STATION.
 JO0519
 JO0519                          STATION RECOVERY (1947)
 JO0519
 JO0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 JO0519'THE STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION AND
 JO0519'AS DESCRIBED.
 JO0519'
 JO0519'THE STATION IS LOCATED ABOUT 15.5 MILES AIR LINE NORTH-NORTHWEST
 JO0519'OF BEAVER, ABOUT 13 MILES AIR LINE SOUTHWEST OF COVE FORT ON
 JO0519'A SAGE-COVERED KNOLL PARTIALLY COVERED BY SCRUB OAK AND ASPEN
 JO0519'TREES, ON THE EAST SLOPE OF MINERAL MTS. NEAR THE NORTH END
 JO0519'OF THE RANGE.
 JO0519'
 JO0519'IT IS ON A ROUND-TOPPED KNOLL, 20 PACES SOUTH OF THE HIGHEST
 JO0519'POINT, ABOUT 125 YARDS SOUTH OF A TRACK ROAD, 4 FEET SOUTHEAST
 JO0519'OF A 4X4 WHITE WITNESS POST, A BRONZE DISK,
 JO0519'PROJECTS 10 INCHES AND IS STAMPED--HOPE 1938.
 JO0519'
 JO0519'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 JO0519'STATION, 15 PACES SOUTHEAST OF THE HIGHEST POINT, A BRONZE
 JO0519'DISK, PROJECTS 10 INCHES AND IS
 JO0519'STAMPED--HOPE NO 1 1938.
 JO0519'
 JO0519'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 JO0519'STATION, ABOUT 15 PACES SOUTHWEST OF THE HIGHEST POINT, A BRONZE
 JO0519'DISK, PROJECTS 10 INCHES AND IS
 JO0519'STAMPED--HOPE NO 2 1938.
 JO0519'
 JO0519'THE AZIMUTH MARK IS LOCATED ON THE ROAD TO STATION, AT A SALT
 JO0519'LICK WHERE TURN OFF IS MADE TO GO TO STATION, 16 FEET EAST
 JO0519'OF THE MAIN TRACK ROAD, 1 FOOT WEST OF A WHITE 4X4 WITNESS POST,
 JO0519'A BRONZE DISK, PROJECTS 6 INCHES AND
 JO0519'IS STAMPED--HOPE 1938.
 JO0519'
 JO0519'TO REACH FROM COVE FORT, GO SOUTHWEST ON U.S. HIGHWAY 91 FOR
 JO0519'18.3 MILES TO A SMALL SETTLEMENT AND A GRAVEL ROAD RIGHT (W)
 JO0519'AT A CHEVRON SERVICE STATION (THIS IS THE SAME ROAD AS THE ROAD
 JO0519'5.8 MILES NORTH OF BEAVER IN THE OLD DESCRIPTION).  TURN RIGHT
 JO0519'(W) ON GRADED ROAD AND GO 1.8 MILES TO A FORK AT FENCE CORNER.
 JO0519'KEEP THE RIGHT FORK AND GO 0.1 MILE TO A POINT WHERE TWO ROADS
 JO0519'COME IN ON THE LEFT.  KEEP RIGHT AND FOLLOW THE MAIN GRADED
 JO0519'ROAD WEST AND NORTHWEST FOR 2.5 MILES TO A FORK.  KEEP THE
 JO0519'LEFT FORK MAIN ROAD AND GO 7.5 MILES TO A POINT WHERE THE MAIN
 JO0519'ROAD ANGLES TO RIGHT LEAVING THE DRAW, AND CORRAL CAN BE SEEN
 JO0519'IN DRAW STRAIGHT AHEAD.  CONTINUE UP DRAW, PASSING CORRAL
 JO0519'AND WATERING TROUGH, FOR 0.9 MILE TO A FORK AT TOP OF
 JO0519'RIDGE AND AZIMUTH MARK ON RIGHT AS DESCRIBED ABOVE.  TAKE
 JO0519'THE LEFT FORK AND GO 0.45 MILE TO A POINT OPPOSITE THE
 JO0519'STATION ON KNOLL TO LEFT (S).  A DRIVE STATION.
 JO0519'
 JO0519'OBSERVATIONS MADE FROM A 1.3 M TRIPOD.
 JO0519
 JO0519                          STATION RECOVERY (1959)
 JO0519
 JO0519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JO0519'RECOVERED IN GOOD CONDITION.  A NEW TO REACH
 JO0519'DESCRIPTION AS FOLLOWS
 JO0519'
 JO0519'TO REACH FROM BEAVER POST OFFICE, DRIVE N. ON U.S. HIGHWAY 91 FOR
 JO0519'6.0 MI., TURN LEFT OFF HIGHWAY AT MANDERFIELD AND DRIVE 1.7 MI. TO
 JO0519'FORKS JUST W. OF FENCE END, TAKE RIGHT FORK (STRAIGHT AHEAD) 1.3 MI.
 JO0519'TO CREEK CROSSING, CONTINUE ON MAIN RD. 9.7 MI. TO FORKS, TAKE LEFT
 JO0519'FORK 0.3 MI. TO CORRALS, PASS ON S. SIDE OF CORRALS AND TAKE LEFT
 JO0519'FORK 0.4 MI. TO SADDLE, TURN RIGHT ON DIM RD. (W.) 0.5 MI. TO TOP
 JO0519'OF FIRST KNOLL AND STATION, ABOUT 310 FT. S. OF RD.
 JO0519'
 JO0519'STATION MARK--STANDARD BRONZE DISK IN BOULDER.
 JO0519
 JO0519                          STATION RECOVERY (1970)
 JO0519
 JO0519'RECOVERY NOTE BY US AIR FORCE 1970
 JO0519'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 JO0519'RECOVERED IN GOOD CONDITION.
 JO0519'
 JO0519'THE ROUTE DESCRIPTION WAS ADEQUATE, WITH THE TWO FOLLOWING
 JO0519'EXCEPTIONS--
 JO0519'
 JO0519'THE CHEVRON SERVICE STATION MENTIONED IN THE ORIGINAL DESCRIPTION
 JO0519'IS NOW A SINCLAIR SERVICE STATION, AND U.S. HIGHWAY 91,
 JO0519'FORMERLY LEADING TO MANDERFIELD, PRESENTLY PASSES 1.25 MILES
 JO0519'WEST OF THE VILLAGE OF MANDERFIELD.
 JO0519
 JO0519                          STATION RECOVERY (1976)
 JO0519
 JO0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JDS)
 JO0519'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2
 JO0519'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE 1947 TO
 JO0519'REACH IS ADEQUATE.
 JO0519'
 JO0519'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 JO0519'SOUTHWEST OF COVE FORT.
 JO0519
 JO0519                          STATION RECOVERY (2022)
 JO0519
 JO0519'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2022 (TWG)
 JO0519'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0686 ***********************************************************************
 MR0686  DESIGNATION -  HOPKINS
 MR0686  PID         -  MR0686
 MR0686  STATE/COUNTY-  UT/MORGAN
 MR0686  COUNTRY     -  US
 MR0686  USGS QUAD   -  FRANCIS CANYON (2017)
 MR0686
 MR0686                         *CURRENT SURVEY CONTROL
 MR0686  ______________________________________________________________________
 MR0686* NAD 83(1994) POSITION- 41 07 48.03566(N) 111 21 59.86602(W)   ADJUSTED
 MR0686* NAVD 88 ORTHO HEIGHT -  2458.1   (meters)     8065.    (feet) VERTCON3
 MR0686  ______________________________________________________________________
 MR0686  GEOID HEIGHT    -        -15.659 (meters)                     GEOID18
 MR0686  LAPLACE CORR    -          6.92  (seconds)                    DEFLEC18
 MR0686  HORZ ORDER      -  THIRD
 MR0686
 MR0686.The horizontal coordinates were established by classical geodetic methods
 MR0686.and adjusted by the National Geodetic Survey in November 1997.
 MR0686
 MR0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0686
 MR0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0686.GEOID18 height accuracy estimate available here.
 MR0686
 MR0686.Click photographs - Photos may exist for this station.
 MR0686
 MR0686.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0686
 MR0686. The following values were computed from the NAD 83(1994) position.
 MR0686
 MR0686;                    North         East     Units Scale Factor Converg.
 MR0686;SPC UT N     - 1,088,479.007   511,198.615   MT  0.99995905   +0 05 16.6
 MR0686;SPC UT N     - 3,571,118.21  1,677,157.46   sFT  0.99995905   +0 05 16.6
 MR0686;UTM  12      - 4,553,254.321   469,226.541   MT  0.99961165   -0 14 28.2
 MR0686
 MR0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0686!SPC UT N     -   0.99961704  x   0.99995905  =   0.99957610
 MR0686!UTM  12      -   0.99961704  x   0.99961165  =   0.99922884
 MR0686
 MR0686:                Primary Azimuth Mark                     Grid Az
 MR0686:SPC UT N     -  HENEFER                                  212 40 47.8
 MR0686:UTM  12      -  HENEFER                                  213 00 32.6
 MR0686
 MR0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL6922653254(NAD 83)
 MR0686
 MR0686|---------------------------------------------------------------------|
 MR0686| PID    Reference Object                     Distance      Geod. Az  |
 MR0686|                                                           dddmmss.s |
 MR0686| MR0689 HENEFER                             APPROX. 8.5 KM 2124604.4 |
 MR0686|---------------------------------------------------------------------|
 MR0686
 MR0686                          SUPERSEDED SURVEY CONTROL
 MR0686
 MR0686  NAD 83(1993)-  41 07 48.03575(N)    111 21 59.86599(W) AD(       ) 3
 MR0686  NAD 83(1986)-  41 07 48.02231(N)    111 21 59.85596(W) AD(       ) 3
 MR0686  NAD 27      -  41 07 48.21816(N)    111 21 57.14626(W) AD(       ) 3
 MR0686  NGVD 29 (07/19/86) 2456.7    (m)         8060.     (f) VERT ANG       
 MR0686
 MR0686.Superseded values are not recommended for survey control.
 MR0686
 MR0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0686.See file dsdata.pdf to determine how the superseded data were derived.
 MR0686
 MR0686_MARKER: DD = SURVEY DISK
 MR0686_SETTING: 0 = UNSPECIFIED SETTING
 MR0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0686
 MR0686  HISTORY     - Date     Condition        Report By
 MR0686  HISTORY     - 1963     MONUMENTED       USGS
 MR0686
 MR0686                          STATION DESCRIPTION
 MR0686
 MR0686'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MR0686'LOCATED ABOUT 10.5 MI. NE. OF HENEFER, 10 MI. W. OF CASTLE ROCK ON THE
 MR0686'W. SUMMIT OF TWIN TOPS, ABOUT 1 MI. N. OF CHINA TOWN.
 MR0686'
 MR0686'TO REACH FROM THE LDS CHURCH IN CROYDEN, DRIVE N. ALONG THE LOST CREEK
 MR0686'RD. FOR 7.4 MI. TO A SIDE RD. ONTO THE PENTZ PROPERTY, TURN RIGHT
 MR0686'PASSING THROUGH GATE AND GO 4.1 MI. UP TOONE CANYON TO A DIM RD. FORK
 MR0686'IN A TIMBERED WASH, TAKE LEFT FORK AND GO 1.7 MI. UP STEEP SIDE HILL
 MR0686'NEGOTIATING 5 SWITCHBACKS TO A RD. FORK, TURN A HARD LEFT N. AND GO
 MR0686'0.6 MI. TO A SADDLE, TURN RIGHT OFF TRACK RD. AND DRIVE N. ALONG RIDGE
 MR0686'LINE FOR 0.3 MI. TO TOP AND STATION.
 MR0686'
 MR0686'STATION MARK - STANDARD TABLET STAMPED ---HOPKINS 1963--- SET IN TOP
 MR0686'OF CONCRETE POST PROJECTING 0.2 FT. ABOVE GROUND.
 MR0686'
 MR0686'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.1
 MR0686'1963--- SET ON TOP OF CONCRETE POST 21 FT. FROM THE STATION MARK,
 MR0686'S 41 DEG 07 MIN 44 SEC W.
 MR0686'
 MR0686'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.2
 MR0686'1963---, SET ON TOP OF CONCRETE POST 22.67 FT. FROM THE STATION MARK,
 MR0686'S 57 EG 21 MIN 08 SEC E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0871 ***********************************************************************
 HN0871  DESIGNATION -  HORN
 HN0871  PID         -  HN0871
 HN0871  STATE/COUNTY-  UT/SAN JUAN
 HN0871  COUNTRY     -  US
 HN0871  USGS QUAD   -  SLICKHORN CANYON EAST (2017)
 HN0871
 HN0871                         *CURRENT SURVEY CONTROL
 HN0871  ______________________________________________________________________
 HN0871* NAD 83(1994) POSITION- 37 19 57.75608(N) 110 05 26.09048(W)   ADJUSTED
 HN0871* NAVD 88 ORTHO HEIGHT -  1720.    (meters)     5643.    (feet) SCALED
 HN0871  ______________________________________________________________________
 HN0871  GEOID HEIGHT    -        -20.768 (meters)                     GEOID18
 HN0871  LAPLACE CORR    -          6.94  (seconds)                    DEFLEC18
 HN0871  HORZ ORDER      -  SECOND
 HN0871
 HN0871.The horizontal coordinates were established by classical geodetic methods
 HN0871.and adjusted by the National Geodetic Survey in November 1997.
 HN0871
 HN0871.The orthometric height was scaled from a topographic map.
 HN0871
 HN0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0871.GEOID18 height accuracy estimate available here.
 HN0871
 HN0871.Click photographs - Photos may exist for this station.
 HN0871
 HN0871.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0871
 HN0871. The following values were computed from the NAD 83(1994) position.
 HN0871
 HN0871;                    North         East     Units Scale Factor Converg.
 HN0871;SPC UT S     - 3,074,860.829   624,899.075   MT  0.99998213   +0 51 48.7
 HN0871;SPC UT S     -10,088,105.90  2,050,189.72   sFT  0.99998213   +0 51 48.7
 HN0871;UTM  12      - 4,132,169.771   580,563.532   MT  0.99967995   +0 33 05.5
 HN0871
 HN0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0871!SPC UT S     -   0.99973342  x   0.99998213  =   0.99971555
 HN0871!UTM  12      -   0.99973342  x   0.99967995  =   0.99941345
 HN0871
 HN0871:                Primary Azimuth Mark                     Grid Az
 HN0871:SPC UT S     -  MONITOR                                  248 04 50.3
 HN0871:UTM  12      -  MONITOR                                  248 23 33.5
 HN0871
 HN0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG8056332169(NAD 83)
 HN0871
 HN0871|---------------------------------------------------------------------|
 HN0871| PID    Reference Object                     Distance      Geod. Az  |
 HN0871|                                                           dddmmss.s |
 HN0871| DQ1772 HORN AZ MK                                         0501652.2 |
 HN0871| CM7442 HORN RM 2                            11.518 METERS 15448     |
 HN0871| DQ1773 HORN RM 1                            23.464 METERS 24634     |
 HN0871| HN0876 MONITOR                             APPROX.35.5 KM 2485639.0 |
 HN0871|---------------------------------------------------------------------|
 HN0871
 HN0871                          SUPERSEDED SURVEY CONTROL
 HN0871
 HN0871  NAD 83(1992)-  37 19 57.75131(N)    110 05 26.09326(W) AD(       ) 2
 HN0871  NAD 83(1986)-  37 19 57.75111(N)    110 05 26.09342(W) AD(       ) 2
 HN0871  NAD 27      -  37 19 57.76500(N)    110 05 23.61700(W) AD(       ) 2
 HN0871
 HN0871.Superseded values are not recommended for survey control.
 HN0871
 HN0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0871.See file dsdata.pdf to determine how the superseded data were derived.
 HN0871
 HN0871_MARKER: DS = TRIANGULATION STATION DISK
 HN0871_SETTING: 80 = SET IN A BOULDER
 HN0871_STAMPING: HORN 1936
 HN0871_MARK LOGO: CGS
 HN0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0871+STABILITY: SURFACE MOTION
 HN0871
 HN0871  HISTORY     - Date     Condition        Report By
 HN0871  HISTORY     - 1936     MONUMENTED       CGS
 HN0871
 HN0871                          STATION DESCRIPTION
 HN0871
 HN0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HN0871'ABOUT 29 MILES (AIR LINE) WEST OF BLUFF, 19 MILES (AIR LINE)
 HN0871'NORTHWEST OF MEXICAN HAT (GOODRIDGE), ON LAND NORTH OF SAN
 HN0871'JUAN RIVER AND BETWEEN SLICK HORN AND GRAND GULCH CANYONS,
 HN0871'IN CLEARING OF SAGEBRUSH, JUST WEST OF RIM OF SLICK HORN
 HN0871'CANYON, AND SOUTH OF OUTCROPPING ROCK BENCH JUST OFF RIM AND
 HN0871'1/4 MILE DISTANT.  TO REACH FROM BLUFF, GO WEST 21.85 MILES
 HN0871'TO SIGN W-L RANCH.  TURN RIGHT AND GO 7.4 MILES TO W-L RANCH
 HN0871'(THIS IS LEE RANCH AND HORSES MAY BE OBTAINED HERE).  USE PACK
 HN0871'HORSES AND GO WESTERLY BETWEEN RIM AND SAN JUAN RIVER 4-1/2
 HN0871'HOURS TO JOHNS CANYON WHERE GOOD WATER AND PASTURE ARE
 HN0871'AVAILABLE FOR CAMPING.  CONTINUE FOR 8-1/2 HOURS, FOLLOWING RIM
 HN0871'OF RIVER TO SLICK HORN CANYON, WHERE RIVER DOUBLES
 HN0871'BACK.  CONTINUE UP SLICK HORN CANYON FOR 1 1/2-HOUR RIDE, AS
 HN0871'FAR AS HORSES MAY BE TAKEN.  CONTINUE ON FOOT FOR 2
 HN0871'HOURS, BEARING LEFT UP CANYON TO BLAZED COTTONWOOD TREE
 HN0871'IN WASH.  TURN LEFT, CLIMB RIM ROCK TO TOP, AND GO
 HN0871'ABOUT 1/2 MILE WEST ALONG RIM TO STATION SITE.  A 20-FOOT
 HN0871'ROPE WOULD BE USEFUL WITH HEAVY PACKS.  THERE IS GOOD
 HN0871'WATER AT SPRING ABOUT 3/4 MILE NORTHWEST OF STATION.  MARKED
 HN0871'BY STANDARD STATION DISK IN BOULDER.  REFERENCE
 HN0871'MARK NO. 1 IS STANDARD REFERENCE DISK IN OUTCROPPING
 HN0871'BEDROCK, 23.463 METERS (76.98 FEET) SOUTHEAST
 HN0871'OF STATION.  REFERENCE MARK NO. 2 IS
 HN0871'STANDARD REFERENCE DISK IN BOULDER, 11.519 METERS
 HN0871'(37.79 FEET) SOUTHWEST OF STATION.
 HN0871'DISTANCE BETWEEN REFERENCE MARKS IS 86.63 FEET.  AZIMUTH
 HN0871'MARK IS STANDARD DISK IN OUTCROPPING BEDROCK,
 HN0871'0.2 MILE SOUTH OF ROCK CAIRN, AND ABOUT 1/2 MILE NORTH-NORTHEAST
 HN0871'OF STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0355 ***********************************************************************
 KM0355  DESIGNATION -  HORN
 KM0355  PID         -  KM0355
 KM0355  STATE/COUNTY-  UT/UINTAH
 KM0355  COUNTRY     -  US
 KM0355  USGS QUAD   -  P R SPRING (2017)
 KM0355
 KM0355                         *CURRENT SURVEY CONTROL
 KM0355  ______________________________________________________________________
 KM0355* NAD 83(1994) POSITION- 39 28 53.84613(N) 109 18 30.63673(W)   ADJUSTED
 KM0355* NAVD 88 ORTHO HEIGHT -  2500.4   (meters)     8203.    (feet) VERTCON3
 KM0355  ______________________________________________________________________
 KM0355  GEOID HEIGHT    -        -16.739 (meters)                     GEOID18
 KM0355  LAPLACE CORR    -          3.32  (seconds)                    DEFLEC18
 KM0355  HORZ ORDER      -  SECOND
 KM0355
 KM0355.The horizontal coordinates were established by classical geodetic methods
 KM0355.and adjusted by the National Geodetic Survey in November 1997.
 KM0355
 KM0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0355
 KM0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0355.GEOID18 height accuracy estimate available here.
 KM0355
 KM0355.Click photographs - Photos may exist for this station.
 KM0355
 KM0355.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0355
 KM0355. The following values were computed from the NAD 83(1994) position.
 KM0355
 KM0355;                    North         East     Units Scale Factor Converg.
 KM0355;SPC UT C     - 2,129,791.296   688,512.782   MT  0.99991773   +1 24 13.8
 KM0355;SPC UT C     - 6,987,490.28  2,258,895.69   sFT  0.99991773   +1 24 13.8
 KM0355;UTM  12      - 4,371,590.700   645,475.007   MT  0.99986056   +1 04 32.5
 KM0355
 KM0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0355!SPC UT C     -   0.99961050  x   0.99991773  =   0.99952826
 KM0355!UTM  12      -   0.99961050  x   0.99986056  =   0.99947111
 KM0355
 KM0355:                Primary Azimuth Mark                     Grid Az
 KM0355:SPC UT C     -  HORN AZ MK                               306 22 02.0
 KM0355:UTM  12      -  HORN AZ MK                               306 41 43.3
 KM0355
 KM0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ4547571590(NAD 83)
 KM0355
 KM0355|---------------------------------------------------------------------|
 KM0355| PID    Reference Object                     Distance      Geod. Az  |
 KM0355|                                                           dddmmss.s |
 KM0355| CM7445 HORN RM 2                             9.702 METERS 20847     |
 KM0355| CM7443 HORN AZ MK                                         3074615.8 |
 KM0355| CM7444 HORN RM 1                             9.730 METERS 34447     |
 KM0355|---------------------------------------------------------------------|
 KM0355
 KM0355                          SUPERSEDED SURVEY CONTROL
 KM0355
 KM0355  NAD 83(1992)-  39 28 53.82372(N)    109 18 30.62157(W) AD(       ) 2
 KM0355  NAD 83(1986)-  39 28 53.82057(N)    109 18 30.60311(W) AD(       ) 2
 KM0355  NAD 27      -  39 28 53.93000(N)    109 18 28.18200(W) AD(       ) 2
 KM0355  NGVD 29 (07/19/86) 2499.0    (m)         8199.     (f) VERT ANG       
 KM0355
 KM0355.Superseded values are not recommended for survey control.
 KM0355
 KM0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0355.See file dsdata.pdf to determine how the superseded data were derived.
 KM0355
 KM0355_MARKER: DS = TRIANGULATION STATION DISK
 KM0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0355+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2008
 KM0355
 KM0355  HISTORY     - Date     Condition        Report By
 KM0355  HISTORY     - 1937     MONUMENTED       CGS
 KM0355  HISTORY     - 1970     GOOD             USGS
 KM0355  HISTORY     - 20080709 GOOD             INDIV
 KM0355
 KM0355                          STATION DESCRIPTION
 KM0355
 KM0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KM0355'ABOUT AT THE N EDGE OF THE EAST TRAVAPUTS PLATEAU, ABOUT 23-1/4
 KM0355'MILES SSW OF DRAGON, UTAH, ABOUT 12 MILES W OF THE COLORADO
 KM0355'STATE LINE, ON THE CREST OF AN EXTENSIVE BRUSH-COVERED RIDGE
 KM0355'ON THE DIVIDE BETWEEN WILLOW CREEK AND SWEET WATER CREEK, ABOUT
 KM0355'1/8 MILES ESE OF THE TRACK ROAD WHICH FOLLOWS THE DIVIDE IN A
 KM0355'GENERALLY SOUTHERLY DIRECTION, ABOUT 3/8 MILE N OF A SLIGHTLY
 KM0355'HIGHER, BRUSHY POINT OF THE RIDGE, 32 FEET E OF A WELL-WORN
 KM0355'COWPATH ALONG THE RIDGE CREST, ABOUT 50 FEET N OF A CORPS OF
 KM0355'TALL, WILLOW-LIKE, BUSHES.
 KM0355'
 KM0355'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 KM0355'STANDARD BRONZE DISKS SET IN CONCRETE.
 KM0355'
 KM0355'REFERENCE MARK NO. 2 IS SW OF THE STATION, ON THE WELL-WORN
 KM0355'COWPATH ALONG THE RIDGE CREST.
 KM0355'
 KM0355'REFERENCE MARK NO. 1 IS N OF THE STATION, IN THE SAGEBRUSH.
 KM0355'
 KM0355'THE AZIMUTH MARK IS APPROXIMATELY 0.7 MILE NW OF THE STATION,
 KM0355'57 YARDS N OF THE TRACK ROAD ALONG THE W SIDE OF THE RIDGE
 KM0355'LEADING TO STATION, ABOUT 50 FEET S OF THE LOCAL HIGH POINT OF
 KM0355'THE RIDGE CREST, AT THE N EDGE OF A BARE SPOT IN THE SAGEBRUSH,
 KM0355'PROBABLY A SALTING GROUND.
 KM0355'
 KM0355'TO REACH THE STATION FROM JENSEN, UTAH, GO S ON THE GRADED
 KM0355'ROAD ALONG THE E SIDE OF THE GREEN RIVER FOR ABOUT 42 MILES
 KM0355'TO WATSON, THENCE S AND W ON THE MAIN-TRAVELED ROAD FOR 4.35
 KM0355'MILES TO THE VILLAGE OF RAINBOW, HEADQUARTERS OF THE BABBER
 KM0355'CO., INC., ENGAGING IN MINING OPERATIONS FOR THE PRODUCTION
 KM0355'OF GILSONITE A DIATOMACIOUS ASPHALTUM, THENCE STRAIGHT AHEAD
 KM0355'THROUGH THE VILLAGE, CROSS RAILROAD TRACKS AND TAKE RIGHT FORK,
 KM0355'MAIN-TRAVELED ROAD, SOUTHWESTERLY FOR 6.8 MILES, OR 2.0 MILES
 KM0355'PAST A WATER TANK ON THE RIGHT, AND TAKE RIGHT FORK, THENCE
 KM0355'1.9 MILES AND KEEP LEFT FORK, THENCE 1.75 MILES AND KEEP
 KM0355'RIGHT FORK STRAIGHT AHEAD, THENCE 4.3 MILES, OR 0.5 MILE
 KM0355'AFTER CROSSING SMALL WOODEN BRIDGE AT A GROUP OF STORAGE
 KM0355'TANKS ON THE LEFT, AND TURN RIGHT ON T-ROAD UP NARROW CANYON,
 KM0355'THENCE 3.8 MILES, OR 1.8 MILES PAST THE HEAD OF THE
 KM0355'CANYON, AND TAKE LEFT FORK AT SIGN MC COYS THENCE 3.3
 KM0355'MILES AND KEEP STRAIGHT AHEAD AT CROSSROADS, THENCE 2.3
 KM0355'MILES AND KEEP LEFT FORK, THENCE 3.5 MILES, OR 2.65
 KM0355'MILES PAST GATE IN WIRE FENCE, AND TAKE LEFT FORK, THENCE
 KM0355'SOUTHERLY ON MAIN-TRAVELED ROAD THROUGH BURNT-OVER
 KM0355'TIMBER-LAND FOR 9.2 MILES, OR 0.6 MILE PAST THE AZIMUTH
 KM0355'MARK ON THE LEFT, AND TURN LEFT, LEAVING THE ROAD, AND GO E
 KM0355'ACROSS COUNTRY FOR 0.25 MILE TO THE STATION ON THE RIDGE
 KM0355'CREST.  THIS IS A LONG ROUGH DRIVE AND THE ROADS ARE PROBABLY
 KM0355'IMPASSABLE IN BAD WEATHER.  IT IS ABOUT 90 MILES, 7 HOURS HARD
 KM0355'DRIVING FROM JENSEN.
 KM0355'
 KM0355'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 KM0355
 KM0355                          STATION RECOVERY (1970)
 KM0355
 KM0355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KM0355'RECOVERED.
 KM0355'
 KM0355'STATION MARK--STANDARD BRONZE DISK, SET IN CONCRETE.
 KM0355
 KM0355                          STATION RECOVERY (2008)
 KM0355
 KM0355'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (RCW)
 KM0355'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0559 ***********************************************************************
 HM0559  DESIGNATION -  HORSE
 HM0559  PID         -  HM0559
 HM0559  STATE/COUNTY-  UT/SAN JUAN
 HM0559  COUNTRY     -  US
 HM0559  USGS QUAD   -  POISON CANYON (2017)
 HM0559
 HM0559                         *CURRENT SURVEY CONTROL
 HM0559  ______________________________________________________________________
 HM0559* NAD 83(1994) POSITION- 37 52 19.97847(N) 109 46 43.04618(W)   ADJUSTED
 HM0559* NAVD 88 ORTHO HEIGHT -  2818.2   (meters)     9246.    (feet) VERTCON3
 HM0559  ______________________________________________________________________
 HM0559  GEOID HEIGHT    -        -18.687 (meters)                     GEOID18
 HM0559  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 HM0559  HORZ ORDER      -  SECOND
 HM0559
 HM0559.The horizontal coordinates were established by classical geodetic methods
 HM0559.and adjusted by the National Geodetic Survey in November 1997.
 HM0559
 HM0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0559
 HM0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0559.GEOID18 height accuracy estimate available here.
 HM0559
 HM0559.Click photographs - Photos may exist for this station.
 HM0559
 HM0559.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0559
 HM0559. The following values were computed from the NAD 83(1994) position.
 HM0559
 HM0559;                    North         East     Units Scale Factor Converg.
 HM0559;SPC UT S     - 3,135,190.282   651,438.917   MT  0.99995248   +1 03 16.8
 HM0559;SPC UT S     -10,286,036.78  2,137,262.51   sFT  0.99995248   +1 03 16.8
 HM0559;UTM  12      - 4,192,340.250   607,421.383   MT  0.99974212   +0 44 59.6
 HM0559
 HM0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0559!SPC UT S     -   0.99956091  x   0.99995248  =   0.99951341
 HM0559!UTM  12      -   0.99956091  x   0.99974212  =   0.99930314
 HM0559
 HM0559:                Primary Azimuth Mark                     Grid Az
 HM0559:SPC UT S     -  HORSE AZ MK                              156 07 45.3
 HM0559:UTM  12      -  HORSE AZ MK                              156 26 02.5
 HM0559
 HM0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG0742192340(NAD 83)
 HM0559
 HM0559|---------------------------------------------------------------------|
 HM0559| PID    Reference Object                     Distance      Geod. Az  |
 HM0559|                                                           dddmmss.s |
 HM0559| CM7446 HORSE AZ MK                                        1571102.1 |
 HM0559| CM7447 HORSE RM 1                           14.585 METERS 23205     |
 HM0559| CM7448 HORSE RM 2                           10.997 METERS 30457     |
 HM0559|---------------------------------------------------------------------|
 HM0559
 HM0559                          SUPERSEDED SURVEY CONTROL
 HM0559
 HM0559  NAD 83(1986)-  37 52 19.97177(N)    109 46 43.04898(W) AD(       ) 2
 HM0559  NAD 27      -  37 52 20.00812(N)    109 46 40.56696(W) AD(       ) 2
 HM0559  NGVD 29 (07/19/86) 2816.9    (m)         9242.     (f) VERT ANG       
 HM0559
 HM0559.Superseded values are not recommended for survey control.
 HM0559
 HM0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0559.See file dsdata.pdf to determine how the superseded data were derived.
 HM0559
 HM0559_MARKER: DS = TRIANGULATION STATION DISK
 HM0559_SETTING: 80 = SET IN A BOULDER
 HM0559_STAMPING: HORSE 1936
 HM0559_MARK LOGO: CGS
 HM0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0559+STABILITY: SURFACE MOTION
 HM0559
 HM0559  HISTORY     - Date     Condition        Report By
 HM0559  HISTORY     - 1936     MONUMENTED       CGS
 HM0559  HISTORY     - 1963     GOOD             CGS
 HM0559
 HM0559                          STATION DESCRIPTION
 HM0559
 HM0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HM0559'ABOUT 22 MILES (AIR LINE) NORTHWEST OF BLANDING, 3 MILES
 HM0559'(AIR LINE) NORTH-NORTHEAST OF GOOSEBERRY RANGER STATION, ON
 HM0559'SOUTHEAST SIDE OF HORSE MOUNTAIN IN THE LA SAL NATIONAL FOREST,
 HM0559'AT HEADS OF BEEF BASIN CANYON AND POISON CANYON, ABOUT 175
 HM0559'YARDS NORTHWEST OF U.S. GEOLOGICAL SURVEY SIGNAL POLE WHICH
 HM0559'IS ON POINT NEAR ROCK CAIRN.  THERE IS HILL COVERED WITH
 HM0559'QUAKING ASPENS AND SEVERAL LONE PINES TO NORTHWEST WHICH IS
 HM0559'SLIGHTLY HIGHER.  TO REACH FROM GOOSEBERRY RANGER STATION,
 HM0559'GO 0.1 MILE WEST TO GATE, PASS THROUGH GATE.  TURN SHARPLY
 HM0559'RIGHT AND GO NORTH THROUGH WOODS 1.0 MILE TO FENCE AND BARS.
 HM0559'CONTINUE THROUGH MEADOW ON BLADED ROAD 2.25 MILES TO LARGER
 HM0559'FLAT WHERE ROAD ENDS.  GO NORTHEAST ACROSS MEADOW 0.3 MILE
 HM0559'TO BASE OF HILL.  PACK UP HILL IN NORTHEASTERLY DIRECTION TO
 HM0559'STATION SITE.  ABOUT 1/2-HOUR PACK.  MARKED BY STANDARD
 HM0559'STATION DISK IN BOULDER FLUSH WITH GROUND.  REFERENCE
 HM0559'MARKS ARE STANDARD REFERENCE DISKS IN BOULDERS.  NO.
 HM0559'1 IS FLUSH WITH SURFACE OF GROUND, 14.585 METERS (47.85
 HM0559'FEET) SOUTHWEST OF STATION  52 DEG 05 MIN E
 HM0559'NO. 2 PROJECTS 1 INCH ABOVE GROUND, AND IS 10.997
 HM0559'METERS (36.08 FEET) NORTHWEST OF STATION N 55 DEG 03 MIN E.
 HM0559'DISTANCE BETWEEN REFERENCE MARKS IS 56.06 FEET.
 HM0559'AZIMUTH MARK IS AZIMUTH DISK IN BOULDER 4 FEET IN DIAMETER AND
 HM0559'3 FEET HIGH, ON STATION RIDGE, 1/4 MILE SOUTH-SOUTHEAST OF
 HM0559'STATION S 22 DEG 49 MIN E.
 HM0559
 HM0559                          STATION RECOVERY (1963)
 HM0559
 HM0559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HM0559'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 HM0559'AND WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 HM0559'SEARCHED FOR.
 HM0559'
 HM0559'THE STATION WAS REACHED BY HELICOPTER AND WAS USED FOR A CHECK
 HM0559'ANGLE ONLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0519 ***********************************************************************
 JM0519  DESIGNATION -  HORSE
 JM0519  PID         -  JM0519
 JM0519  STATE/COUNTY-  UT/SAN JUAN
 JM0519  COUNTRY     -  US
 JM0519  USGS QUAD   -  LOCKHART BASIN (2017)
 JM0519
 JM0519                         *CURRENT SURVEY CONTROL
 JM0519  ______________________________________________________________________
 JM0519* NAD 83(1994) POSITION- 38 15 55.10616(N) 109 38 38.96300(W)   ADJUSTED
 JM0519* NAVD 88 ORTHO HEIGHT -  1979.5   (meters)     6494.    (feet) VERTCON3
 JM0519  ______________________________________________________________________
 JM0519  GEOID HEIGHT    -        -19.584 (meters)                     GEOID18
 JM0519  LAPLACE CORR    -          4.12  (seconds)                    DEFLEC18
 JM0519  HORZ ORDER      -  SECOND
 JM0519
 JM0519.The horizontal coordinates were established by classical geodetic methods
 JM0519.and adjusted by the National Geodetic Survey in November 1997.
 JM0519
 JM0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0519
 JM0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0519.GEOID18 height accuracy estimate available here.
 JM0519
 JM0519.Click photographs - Photos may exist for this station.
 JM0519
 JM0519.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0519
 JM0519. The following values were computed from the NAD 83(1994) position.
 JM0519
 JM0519;                    North         East     Units Scale Factor Converg.
 JM0519;SPC UT S     - 3,179,038.679   662,401.462   MT  0.99998650   +1 08 13.4
 JM0519;SPC UT S     -10,429,896.07  2,173,228.80   sFT  0.99998650   +1 08 13.4
 JM0519;UTM  12      - 4,236,121.308   618,611.915   MT  0.99977326   +0 50 23.2
 JM0519
 JM0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0519!SPC UT S     -   0.99969256  x   0.99998650  =   0.99967907
 JM0519!UTM  12      -   0.99969256  x   0.99977326  =   0.99946589
 JM0519
 JM0519:                Primary Azimuth Mark                     Grid Az
 JM0519:SPC UT S     -  CEDAR MESA                               191 36 03.4
 JM0519:UTM  12      -  CEDAR MESA                               191 53 53.6
 JM0519
 JM0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH1861136121(NAD 83)
 JM0519
 JM0519|---------------------------------------------------------------------|
 JM0519| PID    Reference Object                     Distance      Geod. Az  |
 JM0519|                                                           dddmmss.s |
 JM0519| CM7449 HORSE AZ MK                                        0800653.3 |
 JM0519| CM7450 HORSE RM 1                            4.208 METERS 18202     |
 JM0519| JM0531 CEDAR MESA                          APPROX.29.3 KM 1924416.8 |
 JM0519| CM7451 HORSE RM 2                            9.724 METERS 24007     |
 JM0519|---------------------------------------------------------------------|
 JM0519
 JM0519                          SUPERSEDED SURVEY CONTROL
 JM0519
 JM0519  NAD 83(1986)-  38 15 55.09628(N)    109 38 38.96441(W) AD(       ) 2
 JM0519  NAD 27      -  38 15 55.13852(N)    109 38 36.54457(W) AD(       ) 2
 JM0519  NGVD 29 (07/19/86) 1978.5    (m)         6491.     (f) VERT ANG       
 JM0519
 JM0519.Superseded values are not recommended for survey control.
 JM0519
 JM0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0519.See file dsdata.pdf to determine how the superseded data were derived.
 JM0519
 JM0519_MARKER: DS = TRIANGULATION STATION DISK
 JM0519_SETTING: 80 = SET IN A BOULDER
 JM0519_STAMPING: HORSE 1937
 JM0519_MARK LOGO: CGS
 JM0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0519+STABILITY: SURFACE MOTION
 JM0519
 JM0519  HISTORY     - Date     Condition        Report By
 JM0519  HISTORY     - 1937     MONUMENTED       CGS
 JM0519  HISTORY     - 1954     GOOD             USGS
 JM0519  HISTORY     - 1963     GOOD             CGS
 JM0519
 JM0519                          STATION DESCRIPTION
 JM0519
 JM0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JM0519'STATION ABOUT 20 MILES AIRLINE, SSW OF MOAB, UTAH, ON A SAGE
 JM0519'AND PINON COVERED MESA CULMINATING IN LOCKHART POINT OVERLOOKING
 JM0519'COLORADO VALLEY.  IT IS ON A PROMINENT SANDSTONE FORMATION
 JM0519'RESEMBLING A BEE-HIVE WITH A BENCH TO THE E.  ROCK IS ABOUT
 JM0519'200 FEET HIGH AND IS LOCATED ABOUT 3 MILES E OF LOCKHART POINT.
 JM0519'ROCK IS KNOWN AS HORSEHEAD ROCK.
 JM0519'
 JM0519'STATION MARK IS A STANDARD BRONZE DISK, STAMPED HORSE, 1937.
 JM0519'IT IS SET IN SANDSTONE ROCK E OF THE HIGHEST POINT ON HORSEHEAD
 JM0519'ROCK.  ROCK SLOPES OFF TO E AND S OF STATION, AND A ROUNDED
 JM0519'DEPRESSION ABOUT 10 FEET DEEP LIES DIRECTLY W OF THE STATION.
 JM0519'
 JM0519'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN SANDSTONE
 JM0519'ROCK.  IT IS 14 FEET S OF THE STATION, AND 18 INCHES LOWER
 JM0519'THAN STATION.
 JM0519'
 JM0519'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN SANDSTONE
 JM0519'ROCK.  IT IS 32 FEET WSW OF THE STATION, AND AT SAME ELEVATION
 JM0519'AS STATION.
 JM0519'
 JM0519'AZIMUTH MARK IS STATION LOCKHART, LOCATED ON THE OUTER OR
 JM0519'WESTERLY OF SEVERAL KNOLLS ON LOCKHART POINT, ABOUT 3 MILES W
 JM0519'OF HORSEHEAD ROCK.  IT IS A STANDARD BRONZE DISK WEDGED IN A
 JM0519'DRILL HOLE IN OUTCROPPING BEDROCK.
 JM0519'
 JM0519'CAIRN NO. 1 IS LOCATED ON THE HIGHEST SOUTHERLY PEAK IN THE
 JM0519'LA SAL RANGE.
 JM0519'
 JM0519'CAIRN NO. 2 IS LOCATED ON A LOWER PEAK AT SOUTHWESTERLY END OF
 JM0519'LA SAL RANGE.  THIS PEAK IS WOODED ALMOST TO TOP.
 JM0519'
 JM0519'TO REACH FROM MOAB, GO S 24.3 MILES TO LA SAL JUNCTION ON U.S.
 JM0519'HIGHWAY 450, CONTINUE S FOR 0.8 MILE TO TRACK ROAD RIGHT, W,
 JM0519'NEARLY OPPOSITE CUT-OFF ROAD TO LA SAL.  FOLLOW ROAD RIGHT FOR
 JM0519'6.1 MILES TO SHACK AND GRANARY ON RIGHT.  CROSSING OF HATCH
 JM0519'WASH STRAIGHT AHEAD IS DRY CROSSING.  IF WET BEAR RIGHT FOR ROCK
 JM0519'CROSSING.  CONTINUE SW AND NW FOR 11.1 MILES TO ANOTHER SHACK
 JM0519'AND GRANARY.  ABOUT 100 YARDS BEFORE REACHING SHACK TURN LEFT
 JM0519'SW UP VALLEY ON DIM WAGON TRACKS AND FOLLOW THEM 2.0 MILES TO
 JM0519'THEIR END AT TRIANGLE BLAZE ON PINON TREE, WITH LARGE SMOOTH
 JM0519'ROCK OUTCROP TO RIGHT.  FROM HERE HORSEHEAD ROCK BEARS 270
 JM0519'DEG, ANOTHER SMALLER OUTCROP 300 DEG, AND A LONE CEDAR ON BARE
 JM0519'SLOPING RIDGE BELOW HORIZON 3/4 MILE, 216 DEG MAGNETIC.
 JM0519'CONTINUE SW DOWN GRADE THROUGH SAGE FOR 0.3 MILE TO
 JM0519'SECOND OUTCROP, THENCE TO LEFT AND FOLLOW SHALLOW VALLEY
 JM0519'IN SOUTHERLY DIRECTION AND TO RIGHT UP A TRIBUTARY VALLEY 0.7
 JM0519'MILE FROM OUTCROP, TO SADDLE 150 YARDS E OF LONE CEDAR.
 JM0519'BEAR LEFT 0.5 MILE, THENCE BEAR RIGHT OVER LOW RIDGE INTO
 JM0519'BROAD VALLEY LEADING W.  FOLLOW THIS VALLEY FOR 1.9 MILES
 JM0519'THROUGH SAGE THENCE BEAR RIGHT OVER A RIDGE AT POINT WHERE
 JM0519'VALLEY TURNS LEFT.  CROSSING RIDGE YOU ENTER A VALLEY THAT
 JM0519'DRAINS N INTO LOCKHART CANYON.  HORSEHEAD ROCK IS VISIBLE 1
 JM0519'1/2 MILES TO NW.  PICK WAY THROUGH SAGE TO A POINT ABOUT 1/2
 JM0519'MILE SW OF THE ROCK AND END OF TRUCK TRAVEL.  PACK UP BENCH
 JM0519'TO E OF ROCK.
 JM0519
 JM0519                          STATION RECOVERY (1954)
 JM0519
 JM0519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JM0519'RECOVERED IN GOOD CONDITION.
 JM0519
 JM0519                          STATION RECOVERY (1963)
 JM0519
 JM0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JM0519'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND IN
 JM0519'GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED.  THE DISTANCES
 JM0519'TO REFERENCE MARKS 1 AND 2 CHECKED.  A SLIGHT DIFFERENCE WAS
 JM0519'FOUND IN THE DIRECTIONS TO REFERENCE MARKS 1 AND 2 AND WAS NOTED
 JM0519'IN THE FIELD.
 JM0519'
 JM0519'THE STATION IS ABOUT 20 MILES SOUTH-SOUTHWEST OF MOAB, ABOUT
 JM0519'3 MILES EAST OF LOCKHART POINT AND IS ON A SAGE AND
 JM0519'PINON-COVERED MESA CULMINATING IN LOCKHART POINT OVERLOOKING
 JM0519'COLORADO VALLEY.  IT IS ON A PROMINENT SANDSTONE FORMATION
 JM0519'RESEMBLING A BEE-HIVE WITH A BENCH TO THE EAST.  ROCK IS ABOUT
 JM0519'200 FEET HIGH AND IS KNOWN AS HORSEHEAD ROCK.
 JM0519'
 JM0519'TO REACH BY HELICOPTER FROM HITE, FLY NORTHEAST ON A TRUE COURSE
 JM0519'OF 54 DEGREES FOR ABOUT 54 MILES TO THE STATION.
 JM0519'
 JM0519'THE STATION MARK STAMPED HORSE 1937, IS A STANDARD
 JM0519'DISK CEMENTED IN A DRILL HOLE IN SANDSTONE.  IT IS 30 FEET
 JM0519'NORTH OF THE HIGHEST POINT OF THE SANDSTONE.
 JM0519'
 JM0519'REFERENCE MARK 1 STAMPED HORSE NO 1 1937, IS A
 JM0519'STANDARD DISK CEMENTED IN A DRILL HOLE IN SANDSTONE.  IT IS
 JM0519'14 FEET SOUTH OF THE STATION AND 18 INCHES LOWER THAN THE
 JM0519'STATION.
 JM0519'
 JM0519'REFERENCE MARK 2 STAMPED HORSE NO 2 1937, IS A
 JM0519'STANDARD DISK CEMENTED IN A DRILL HOLE IN SANDSTONE.  IT IS 32
 JM0519'FEET WEST-SOUTHWEST OF THE STATION AND IS ON THE SAME LEVEL
 JM0519'AS THE STATION.
 JM0519'
 JM0519'THE AZIMUTH MARK STAMPED HORSE 1963, IS A STANDARD
 JM0519'DISK SET FLUSH IN A DRILL HOLE IN SANDSTONE.  IT IS SET NEAR
 JM0519'THE EAST END OF THE SANDSTONE BENCH EAST OF THE STATION, 1
 JM0519'FOOT SOUTH OF A CAIRN AND 30 FEET SOUTH OF THE NORTH EDGE OF
 JM0519'THE SANDSTONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0484 ***********************************************************************
 JN0484  DESIGNATION -  HORSE
 JN0484  PID         -  JN0484
 JN0484  STATE/COUNTY-  UT/EMERY
 JN0484  COUNTRY     -  US
 JN0484  USGS QUAD   -  GOBLIN VALLEY (2017)
 JN0484
 JN0484                         *CURRENT SURVEY CONTROL
 JN0484  ______________________________________________________________________
 JN0484* NAD 83(1994) POSITION- 38 34 43.04840(N) 110 43 12.43371(W)   ADJUSTED
 JN0484* NAVD 88 ORTHO HEIGHT -  1756.7   (meters)     5763.    (feet) VERTCON3
 JN0484  ______________________________________________________________________
 JN0484  GEOID HEIGHT    -        -19.503 (meters)                     GEOID18
 JN0484  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 JN0484  HORZ ORDER      -  THIRD
 JN0484
 JN0484.The horizontal coordinates were established by classical geodetic methods
 JN0484.and adjusted by the National Geodetic Survey in November 1997.
 JN0484
 JN0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0484
 JN0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0484.GEOID18 height accuracy estimate available here.
 JN0484
 JN0484.Click photographs - Photos may exist for this station.
 JN0484
 JN0484.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0484
 JN0484. The following values were computed from the NAD 83(1994) position.
 JN0484
 JN0484;                    North         East     Units Scale Factor Converg.
 JN0484;SPC UT C     - 2,027,529.956   567,965.468   MT  1.00013684   +0 29 58.5
 JN0484;SPC UT C     - 6,651,987.86  1,863,400.04   sFT  1.00013684   +0 29 58.5
 JN0484;UTM  12      - 4,270,054.918   524,378.369   MT  0.99960732   +0 10 28.3
 JN0484
 JN0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0484!SPC UT C     -   0.99972749  x   1.00013684  =   0.99986430
 JN0484!UTM  12      -   0.99972749  x   0.99960732  =   0.99933492
 JN0484
 JN0484:                Primary Azimuth Mark                     Grid Az
 JN0484:SPC UT C     -  ROUGH                                    193 43 50.4
 JN0484:UTM  12      -  ROUGH                                    194 03 20.6
 JN0484
 JN0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH2437870054(NAD 83)
 JN0484
 JN0484|---------------------------------------------------------------------|
 JN0484| PID    Reference Object                     Distance      Geod. Az  |
 JN0484|                                                           dddmmss.s |
 JN0484| JN0483 ROUGH                               APPROX. 6.8 KM 1941348.9 |
 JN0484|---------------------------------------------------------------------|
 JN0484
 JN0484                          SUPERSEDED SURVEY CONTROL
 JN0484
 JN0484  NAD 83(1986)-  38 34 43.03956(N)    110 43 12.42925(W) AD(       ) 3
 JN0484  NAD 27      -  38 34 43.11660(N)    110 43 09.89164(W) AD(       ) 3
 JN0484  NGVD 29 (07/19/86) 1755.7    (m)         5760.     (f) VERT ANG       
 JN0484
 JN0484.Superseded values are not recommended for survey control.
 JN0484
 JN0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0484.See file dsdata.pdf to determine how the superseded data were derived.
 JN0484
 JN0484_MARKER: DD = SURVEY DISK
 JN0484_SETTING: 0 = UNSPECIFIED SETTING
 JN0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0484
 JN0484  HISTORY     - Date     Condition        Report By
 JN0484  HISTORY     - 1952     MONUMENTED       USGS
 JN0484
 JN0484                          STATION DESCRIPTION
 JN0484
 JN0484'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0484'LOCATED ABOUT 13.0 MI. N. OF HANKSVILLE 2.0 MI. WNW. OF PROMINIENT
 JN0484'LONE ROCK FORMATION KNOWN AS MOLLIES CASTLE AND 1.5 MI. E. OF FORKS
 JN0484'OF WILD HORSE CREEK AND CHUTE CANYON, ON S. END OF WILD HORSE BUTTE,
 JN0484'A ROCKY PROMONTORY OVERLOOKING WILD HORSE CREEK TO N.
 JN0484'
 JN0484'STATION REACHED BY HELICOPTER, POSSIBLY BY FOOT.
 JN0484'
 JN0484'STATION MARK - STANDARD TABLET STAMPED ---HORSE 1952--- CEMENTED IN
 JN0484'SANDSTONE OUTCROP.
 JN0484'
 JN0484'REFERENCE MARKS NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 JN0484'---1 1952--- CEMENTED IN SANDSTONE LEDGE, 9.32 FT. FROM STATION MARK,
 JN0484'N 60 DEG 19 MIN W.
 JN0484'
 JN0484'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED
 JN0484'---2 1952--- CEMENTED IN SANDSTONE LEDGE 8.99 FT. FROM STATION MARK,
 JN0484'S 06 DEG 54 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0487 ***********************************************************************
 KN0487  DESIGNATION -  HORSE
 KN0487  PID         -  KN0487
 KN0487  STATE/COUNTY-  UT/EMERY
 KN0487  COUNTRY     -  US
 KN0487  USGS QUAD   -  CEDAR (2017)
 KN0487
 KN0487                         *CURRENT SURVEY CONTROL
 KN0487  ______________________________________________________________________
 KN0487* NAD 83(1994) POSITION- 39 25 09.13942(N) 110 25 07.42441(W)   ADJUSTED
 KN0487* NAVD 88 ORTHO HEIGHT -  1704.1   (meters)     5591.    (feet) VERTCON3
 KN0487  ______________________________________________________________________
 KN0487  GEOID HEIGHT    -        -18.089 (meters)                     GEOID18
 KN0487  LAPLACE CORR    -          1.98  (seconds)                    DEFLEC18
 KN0487  HORZ ORDER      -  FIRST
 KN0487
 KN0487.The horizontal coordinates were established by classical geodetic methods
 KN0487.and adjusted by the National Geodetic Survey in November 1997.
 KN0487
 KN0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0487
 KN0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0487.GEOID18 height accuracy estimate available here.
 KN0487
 KN0487.Click photographs - Photos may exist for this station.
 KN0487
 KN0487.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0487
 KN0487. The following values were computed from the NAD 83(1994) position.
 KN0487
 KN0487;                    North         East     Units Scale Factor Converg.
 KN0487;SPC UT C     - 2,121,115.116   593,102.148   MT  0.99992499   +0 41 33.5
 KN0487;SPC UT C     - 6,959,025.18  1,945,869.30   sFT  0.99992499   +0 41 33.5
 KN0487;UTM  12      - 4,363,459.101   550,035.088   MT  0.99963082   +0 22 08.8
 KN0487
 KN0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0487!SPC UT C     -   0.99973556  x   0.99992499  =   0.99966057
 KN0487!UTM  12      -   0.99973556  x   0.99963082  =   0.99936648
 KN0487
 KN0487:                Primary Azimuth Mark                     Grid Az
 KN0487:SPC UT C     -  MILLER                                   291 25 18.0
 KN0487:UTM  12      -  MILLER                                   291 44 42.7
 KN0487
 KN0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ5003563459(NAD 83)
 KN0487
 KN0487|---------------------------------------------------------------------|
 KN0487| PID    Reference Object                     Distance      Geod. Az  |
 KN0487|                                                           dddmmss.s |
 KN0487| CM7452 HORSE RM 1                            9.992 METERS 06005     |
 KN0487| CM7454 HORSE RM 3 AZIMUTH                                 25544     |
 KN0487| KN0515 MILLER                              APPROX.36.8 KM 2920651.5 |
 KN0487| CM7453 HORSE RM 2                           10.848 METERS 30418     |
 KN0487|---------------------------------------------------------------------|
 KN0487
 KN0487                          SUPERSEDED SURVEY CONTROL
 KN0487
 KN0487  NAD 83(1986)-  39 25 09.12711(N)    110 25 07.41836(W) AD(       ) 1
 KN0487  NAD 27      -  39 25 09.25058(N)    110 25 04.89007(W) AD(       ) 1
 KN0487  NGVD 29 (07/19/86) 1703.0    (m)         5587.     (f) VERT ANG       
 KN0487
 KN0487.Superseded values are not recommended for survey control.
 KN0487
 KN0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0487.See file dsdata.pdf to determine how the superseded data were derived.
 KN0487
 KN0487_MARKER: DH = HORIZONTAL CONTROL DISK
 KN0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0487_STAMPING: HORSE 1974
 KN0487_MARK LOGO: NGS
 KN0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0487+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 KN0487
 KN0487  HISTORY     - Date     Condition        Report By
 KN0487  HISTORY     - 1974     MONUMENTED       NGS
 KN0487  HISTORY     - 20060405 GOOD             INDIV
 KN0487
 KN0487                          STATION DESCRIPTION
 KN0487
 KN0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 KN0487'THE STATION IS LOCATED ABOUT 32 MILES SOUTHEAST OF WELLINGTON, 12
 KN0487'MILES NORTH-NORTHWEST OF WOODSIDE, 4 MILES SOUTHWEST OF THE
 KN0487'GENEVA COAL MINE, 0.9 MILE NORTH-NORTHEAST OF U.S. HIGHWAYS 50 AND
 KN0487'6, AND ON PROPERTY OF THE U.S. BUREAU OF LAND MANAGEMENT, OF
 KN0487'PRICE, UTAH.
 KN0487'
 KN0487'TO REACH THE STATION FROM THE POST OFFICE IN WELLINGTON GO EAST
 KN0487'ON U.S. HIGHWAYS 6 AND 50 FOR 9.2 MILES TO THE JUNCTION OF STATE
 KN0487'HIGHWAY 123.  CONTINUE SOUTHEAST ON U.S. HIGHWAYS 6 AND 50 FOR
 KN0487'11.1 MILES TO HORSE CANYON ROAD.  TURN LEFT AND GO NORTHEAST ON
 KN0487'HORSE CANYON ROAD FOR 0.8 MILE TO REFERENCE MARK 3 ON THE
 KN0487'LEFT.  CONTINUE NORTHEAST ON HORSE CANYON ROAD FOR 0.15 MILE TO
 KN0487'THE STATION ON THE RIGHT.
 KN0487'
 KN0487'THE STATION MARKS ARE STANDARD DISKS STAMPED HORSE 1974.  THE
 KN0487'SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 KN0487'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE UNDERGROUND
 KN0487'MARK IS ABOUT 40 INCHES BELOW THE GROUND SURFACE.  IT IS 85 FEET
 KN0487'EAST OF THE CENTER OF HORSE CANYON ROAD, 9.5 FEET NORTH-NORTHWEST
 KN0487'OF A METAL WITNESS POST AND 6.5 FEET WEST OF A SMALL CEDAR TREE.
 KN0487'
 KN0487'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HORSE NO 1 1974, SET
 KN0487'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 4
 KN0487'INCHES ABOVE THE GROUND.  IT IS 80.7 FEET EAST-NORTHEAST OF THE
 KN0487'CENTER OF HORSE CANYON ROAD AND 40.7 FEET NORTH-NORTHEAST OF
 KN0487'THE METAL WITNESS POST.
 KN0487'
 KN0487'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HORSE NO 2 1974, SET
 KN0487'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 4
 KN0487'INCHES ABOVE THE GROUND.  IT IS 55.4 FEET EAST-NORTHEAST OF THE
 KN0487'CENTER OF HORSE CANYON ROAD, 38.7 FEET WEST-SOUTHWEST OF THE
 KN0487'METAL WITNESS POST AND 11 FEET NORTH-NORTHWEST OF THE CENTER OF
 KN0487'A DIM TRACK ROAD.
 KN0487'
 KN0487'REFERENCE MARK 3, USED AS AN AZIMUTH MARK, IS A STANDARD
 KN0487'REFERENCE MARK DISK STAMPED HORSE NO 3 1974 AZ, SET IN THE TOP OF A
 KN0487'12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE THE
 KN0487'GROUND.  IT IS 56.6 FEET WEST OF THE CENTER OF HORSE CANYON ROAD,
 KN0487'8 FEET NORTH-NORTHWEST OF A DOUBLE FORK CEDAR TREE AND 2.5 FEET
 KN0487'SOUTH OF A METAL WITNESS POST.
 KN0487'
 KN0487'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
 KN0487
 KN0487                          STATION RECOVERY (2006)
 KN0487
 KN0487'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BAG)
 KN0487'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0528 ***********************************************************************
 HM0528  DESIGNATION -  HORSEHEAD
 HM0528  PID         -  HM0528
 HM0528  STATE/COUNTY-  UT/SAN JUAN
 HM0528  COUNTRY     -  US
 HM0528  USGS QUAD   -  HORSEHEAD POINT (2017)
 HM0528
 HM0528                         *CURRENT SURVEY CONTROL
 HM0528  ______________________________________________________________________
 HM0528* NAD 83(1994) POSITION- 37 44 57.95619(N) 109 09 28.00267(W)   ADJUSTED
 HM0528* NAVD 88 ORTHO HEIGHT -  2084.    (meters)     6837.    (feet) SCALED
 HM0528  ______________________________________________________________________
 HM0528  GEOID HEIGHT    -        -19.435 (meters)                     GEOID18
 HM0528  LAPLACE CORR    -          3.33  (seconds)                    DEFLEC18
 HM0528  HORZ ORDER      -  FIRST
 HM0528
 HM0528.The horizontal coordinates were established by classical geodetic methods
 HM0528.and adjusted by the National Geodetic Survey in November 1997.
 HM0528
 HM0528.The orthometric height was scaled from a topographic map.
 HM0528
 HM0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0528.GEOID18 height accuracy estimate available here.
 HM0528
 HM0528.Click photographs - Photos may exist for this station.
 HM0528
 HM0528.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0528
 HM0528. The following values were computed from the NAD 83(1994) position.
 HM0528
 HM0528;                    North         East     Units Scale Factor Converg.
 HM0528;SPC UT S     - 3,122,753.742   706,389.478   MT  0.99995148   +1 26 06.2
 HM0528;SPC UT S     -10,245,234.57  2,317,546.15   sFT  0.99995148   +1 26 06.2
 HM0528;UTM  12      - 4,179,612.274   662,297.971   MT  0.99992444   +1 07 41.1
 HM0528
 HM0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0528!SPC UT S     -   0.99967611  x   0.99995148  =   0.99962761
 HM0528!UTM  12      -   0.99967611  x   0.99992444  =   0.99960058
 HM0528
 HM0528:                Primary Azimuth Mark                     Grid Az
 HM0528:SPC UT S     -  HORSEHEAD AZ MK                          086 16 30.9
 HM0528:UTM  12      -  HORSEHEAD AZ MK                          086 34 56.0
 HM0528
 HM0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG6229779612(NAD 83)
 HM0528
 HM0528|---------------------------------------------------------------------|
 HM0528| PID    Reference Object                     Distance      Geod. Az  |
 HM0528|                                                           dddmmss.s |
 HM0528| CM7462 HORSEHEAD RM 1                       16.532 METERS 01457     |
 HM0528| CM7461 HORSEHEAD AZ MK                                    0874237.1 |
 HM0528| CM7463 HORSEHEAD RM 2                       18.169 METERS 10225     |
 HM0528|---------------------------------------------------------------------|
 HM0528
 HM0528                          SUPERSEDED SURVEY CONTROL
 HM0528
 HM0528  NAD 83(1992)-  37 44 57.94889(N)    109 09 28.00454(W) AD(       ) 1
 HM0528  NAD 83(1986)-  37 44 57.94772(N)    109 09 28.00352(W) AD(       ) 1
 HM0528  NAD 27      -  37 44 57.96217(N)    109 09 25.60096(W) AD(       ) 1
 HM0528
 HM0528.Superseded values are not recommended for survey control.
 HM0528
 HM0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0528.See file dsdata.pdf to determine how the superseded data were derived.
 HM0528
 HM0528_MARKER: DS = TRIANGULATION STATION DISK
 HM0528_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HM0528_STAMPING: HORSEHEAD 1936
 HM0528_MARK LOGO: CGS
 HM0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0528+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2009
 HM0528
 HM0528  HISTORY     - Date     Condition        Report By
 HM0528  HISTORY     - 1936     MONUMENTED       CGS
 HM0528  HISTORY     - 20091111 GOOD             GEOCAC
 HM0528
 HM0528                          STATION DESCRIPTION
 HM0528
 HM0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HM0528'ABOUT 10 MILES EAST AND 8-1/4 MILES SOUTH OF MONTICELLO,
 HM0528'ON HIGHEST POINT JUST EAST OF HORSES HEAD CANYON, ON SAGEBRUSH,
 HM0528'PINE, AND CEDAR-COVERED LOW FLAT HILL, IN SEC. 10, T. 40 N.,
 HM0528'R. 25 E., 600 FEET SOUTHWEST OF RANCH BUILDINGS OF MR. JOHNSON,
 HM0528'55 FEET SOUTH OF FENCE LINE, 65 FEET SOUTHEAST OF FENCE CORNER,
 HM0528'ON PROPERTY OWNED BY JOE E. WESTON, OF MONTICELLO.  TO REACH
 HM0528'FROM MONTICELLO POST OFFICE, GO NORTH 0.2 MILE.  TURN RIGHT
 HM0528'AND FOLLOW U.S. HIGHWAY 160 EAST 11.5 MILES TO CROSSROADS.
 HM0528'TURN RIGHT (SOUTH) AND GO 6.15 MILES TO SIDE ROAD LEADING
 HM0528'WEST ABOUT 100 YARDS BEFORE REACHING FARMHOUSE.  TURN RIGHT
 HM0528'AND GO WEST 0.95 MILE TO T-ROAD.  JOG LEFT ABOUT 50 YARDS
 HM0528'AND GO THROUGH GATE IN WIRE FENCE.  CONTINUE WEST ON
 HM0528'WAGON ROAD ALONG SOUTH SIDE OF FENCE LINE THROUGH SAGEBRUSH
 HM0528'0.1 MILE TO STATION SITE.  MARKED BY STANDARD STATION DISK IN
 HM0528'PIPE WHICH PROJECTS 6 INCHES ABOVE GROUND.
 HM0528'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN PIPES.
 HM0528'NO. 1 PROJECTS 12 INCHES ABOVE GROUND, IS 1 FOOT SOUTH
 HM0528'OF EAST-AND-WEST FENCE LINE, AND 16.532 METERS (54.24 FEET)
 HM0528'NORTH-NORTHEAST OF STATION.  NO. 2
 HM0528'PROJECTS 8 INCHES, IS 65 FEET SOUTH OF EAST-AND-WEST FENCE
 HM0528'LINE, AND 18.170 METERS (59.61 FEET) EAST OF STATION
 HM0528'DISTANCE BETWEEN REFERENCE MARKS IS
 HM0528'78.81 FEET.  AZIMUTH MARK IS STANDARD DISK IN PIPE
 HM0528'PROJECTING 6 INCHES, APPROXIMATELY 0.3 MILE EAST
 HM0528'OF T-INTERSECTION, 30 FEET NORTH OF CENTER LINE OF ROAD, IN
 HM0528'RIGHT-OF-WAY FENCE LINE, AND ABOUT 0.4 MILE EAST OF STATION
 HM0528'N 87 DEG 44 MIN E.  FOLLOWING DISTANCES AND
 HM0528'BEARINGS ARE FROM STATION--CHIMNEY ON HOUSE, ABOUT 600 FEET,
 HM0528'N 42 DEG 53 MIN E.  ROAD INTERSECTION, ABOUT 0.1 MILE, N 85 DEG 33
 HM0528'MIN E.  CHIMNEY ON HOUSE, ABOUT 0.5 MILE, S 14 DEG 04 MIN W.
 HM0528
 HM0528                          STATION RECOVERY (2009)
 HM0528
 HM0528'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 HM0528'THERE IS NOW A RESIDENCE JUST NORTH OF THE STATION.  RM 1 AND RM 2
 HM0528'ALSO FOUND.  AZ NOT FOUND.  OLD ROW FENCE AT THE AZ LOCATION HAS BEEN
 HM0528'REMOVED AND THE AREA DISTURBED BY CULTIVATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0461 ***********************************************************************
 JN0461  DESIGNATION -  HORSESHOE
 JN0461  PID         -  JN0461
 JN0461  STATE/COUNTY-  UT/WAYNE
 JN0461  COUNTRY     -  US
 JN0461  USGS QUAD   -  WHITBECK KNOLL (2017)
 JN0461
 JN0461                         *CURRENT SURVEY CONTROL
 JN0461  ______________________________________________________________________
 JN0461* NAD 83(1994) POSITION- 38 24 40.06199(N) 110 18 09.91438(W)   ADJUSTED
 JN0461* NAVD 88 ORTHO HEIGHT -  1766.6   (meters)     5796.    (feet) VERTCON3
 JN0461  ______________________________________________________________________
 JN0461  GEOID HEIGHT    -        -20.040 (meters)                     GEOID18
 JN0461  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 JN0461  HORZ ORDER      -  THIRD
 JN0461
 JN0461.The horizontal coordinates were established by classical geodetic methods
 JN0461.and adjusted by the National Geodetic Survey in November 1997.
 JN0461
 JN0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0461
 JN0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0461.GEOID18 height accuracy estimate available here.
 JN0461
 JN0461.Click photographs - Photos may exist for this station.
 JN0461
 JN0461.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0461
 JN0461. The following values were computed from the NAD 83(1994) position.
 JN0461
 JN0461;                    North         East     Units Scale Factor Converg.
 JN0461;SPC UT S     - 3,194,283.072   604,565.587   MT  1.00001111   +0 44 00.7
 JN0461;SPC UT S     -10,479,910.38  1,983,478.93   sFT  1.00001111   +0 44 00.7
 JN0461;UTM  12      - 4,251,662.293   560,873.346   MT  0.99964563   +0 25 59.6
 JN0461
 JN0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0461!SPC UT S     -   0.99972603  x   1.00001111  =   0.99973714
 JN0461!UTM  12      -   0.99972603  x   0.99964563  =   0.99937176
 JN0461
 JN0461:                Primary Azimuth Mark                     Grid Az
 JN0461:SPC UT S     -  DEAD MAN                                 206 44 50.5
 JN0461:UTM  12      -  DEAD MAN                                 207 02 51.6
 JN0461
 JN0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH6087351662(NAD 83)
 JN0461
 JN0461|---------------------------------------------------------------------|
 JN0461| PID    Reference Object                     Distance      Geod. Az  |
 JN0461|                                                           dddmmss.s |
 JN0461| JN0462 DEAD MAN                            APPROX. 9.6 KM 2072851.2 |
 JN0461|---------------------------------------------------------------------|
 JN0461
 JN0461                          SUPERSEDED SURVEY CONTROL
 JN0461
 JN0461  NAD 83(1986)-  38 24 40.05301(N)    110 18 09.91166(W) AD(       ) 3
 JN0461  NAD 27      -  38 24 40.11238(N)    110 18 07.42448(W) AD(       ) 3
 JN0461  NGVD 29 (07/19/86) 1765.5    (m)         5792.     (f) VERT ANG       
 JN0461
 JN0461.Superseded values are not recommended for survey control.
 JN0461
 JN0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0461.See file dsdata.pdf to determine how the superseded data were derived.
 JN0461
 JN0461_MARKER: DB = BENCH MARK DISK
 JN0461_STAMPING: 1953 HORSESHOE
 JN0461_MARK LOGO: USGS
 JN0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0461+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2021
 JN0461
 JN0461  HISTORY     - Date     Condition        Report By
 JN0461  HISTORY     - 1953     MONUMENTED       USGS
 JN0461  HISTORY     - 1953     GOOD             USGS
 JN0461  HISTORY     - 20210926 GOOD             INDIV
 JN0461
 JN0461                          STATION DESCRIPTION
 JN0461
 JN0461'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JN0461'LOCATED ABOUT 1.75 MI. N. OF BURR PASS, WHICH IS DIVIDE BETWEEN
 JN0461'ANTELOPE VALLEY AND ROBBERS ROOST, ON HIGHEST PART OF TOP OF
 JN0461'PROMINIENT RED SANDY KNOLL ABOUT 250 FT. E. OF RD.
 JN0461'
 JN0461'TO REACH FROM GREEN RIVER, DRIVE W. ON U.S. HIGHWAY 50 FOR 4.0 MI. TO
 JN0461'JUNCTION WITH STATE HIGHWAY 24, TURN LEFT ON STATE HIGHWAY 24 FOR 30.5
 JN0461'MI. TO 3 WAY FORK, TAKE LEFT FORK 0.6 MI. TO FORK, TAKE LEFT FORK AND
 JN0461'KEEP ON MAIN TRAVELED RD. 25.0 MI. TO 3 WAY FORK AND SIGNS READING
 JN0461'---MOORES CABIN AND NORTH SPRING---, TAKE EXTREME RIGHT FORK AND
 JN0461'CONTINUE IN SOUTHERLY DIRECTION FOR 4.7 MI. TO POINT IN RD. OPPOSITE
 JN0461'SMALL TOP TO E. STATION MAY BE REACHED BY HIKING OR DRIVING E. ABOUT
 JN0461'250 FT. TO TOP.
 JN0461'
 JN0461'STATION MARK - STANDARD TABLET STAMPED --- HORSESHOE 1953 --- WELDED
 JN0461'TO TOP OF 1.5 IN. PIPE PROJECTING 1 FT. ABOVE GROUND.
 JN0461'
 JN0461'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.1
 JN0461'1953--- WELDED TO TOP OF 1.5 IN PIPE PROJECTING 1 FT. ABOVE GROUND,
 JN0461'20.53 FT. FROM STATION MARK, S 16 DEG 12 MIN W.
 JN0461'
 JN0461'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED --- NO.2
 JN0461'1953--- WELDED TO TOP OF 1.5 IN. PIPE PROJECTING ABOUT 1 FT. ABOVE
 JN0461'GROUND, 76.48 FT. FROM STATION MARK, N 47 DEG E.
 JN0461'
 JN0461'STATION RECOVERED.
 JN0461
 JN0461                          STATION RECOVERY (2021)
 JN0461
 JN0461'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 JN0461'TO REACH FROM IH-70 IN UTAH, TAKE EXIT 149 AND GO SOUTH ON UT-24 FOR
 JN0461'24.5 MI (39.4 KM).  TURN LEFT ONTO CR1010 AND GO 24 MI (38.6 KM)
 JN0461'TOWARD HANS FLATS RANGER STATION.  AT THE INTERSECTION AT 24 MI (38.6
 JN0461'KM) TURN RIGHT ONTO CR114 AND GO 4.6 MI (7.4 KM).
 JN0461'
 JN0461'THE STATION IS ABOUT 250 FT (76.2 M) EAST ON TOP OF THE SMALL KNOLL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0661 ***********************************************************************
 LN0661  DESIGNATION -  HORSESHOE
 LN0661  PID         -  LN0661
 LN0661  STATE/COUNTY-  UT/DAGGETT
 LN0661  COUNTRY     -  US
 LN0661  USGS QUAD   -  FLAMING GORGE (2017)
 LN0661
 LN0661                         *CURRENT SURVEY CONTROL
 LN0661  ______________________________________________________________________
 LN0661* NAD 83(1994) POSITION- 40 57 38.66299(N) 109 36 56.04424(W)   ADJUSTED
 LN0661* NAVD 88 ORTHO HEIGHT -  2177.1   (meters)     7143.    (feet) VERTCON3
 LN0661  ______________________________________________________________________
 LN0661  GEOID HEIGHT    -        -14.081 (meters)                     GEOID18
 LN0661  LAPLACE CORR    -         -3.63  (seconds)                    DEFLEC18
 LN0661  HORZ ORDER      -  THIRD
 LN0661
 LN0661.The horizontal coordinates were established by classical geodetic methods
 LN0661.and adjusted by the National Geodetic Survey in November 1997.
 LN0661
 LN0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0661
 LN0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0661.GEOID18 height accuracy estimate available here.
 LN0661
 LN0661.Click photographs - Photos may exist for this station.
 LN0661
 LN0661.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0661
 LN0661. The following values were computed from the NAD 83(1994) position.
 LN0661
 LN0661;                    North         East     Units Scale Factor Converg.
 LN0661;SPC UT N     - 1,071,392.851   658,623.830   MT  0.99996958   +1 14 33.0
 LN0661;SPC UT N     - 3,515,061.38  2,160,835.02   sFT  0.99996958   +1 14 33.0
 LN0661;UTM  12      - 4,535,321.606   616,503.542   MT  0.99976706   +0 54 27.6
 LN0661
 LN0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0661!SPC UT N     -   0.99966083  x   0.99996958  =   0.99963042
 LN0661!UTM  12      -   0.99966083  x   0.99976706  =   0.99942797
 LN0661
 LN0661:                Primary Azimuth Mark                     Grid Az
 LN0661:SPC UT N     -  SMITH                                    321 31 18.4
 LN0661:UTM  12      -  SMITH                                    321 51 23.8
 LN0661
 LN0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL1650335321(NAD 83)
 LN0661
 LN0661|---------------------------------------------------------------------|
 LN0661| PID    Reference Object                     Distance      Geod. Az  |
 LN0661|                                                           dddmmss.s |
 LN0661| LN0351 SMITH                               APPROX. 4.5 KM 3224551.4 |
 LN0661|---------------------------------------------------------------------|
 LN0661
 LN0661                          SUPERSEDED SURVEY CONTROL
 LN0661
 LN0661  NAD 83(1993)-  40 57 38.66312(N)    109 36 56.04390(W) AD(       ) 3
 LN0661  NAD 83(1986)-  40 57 38.64312(N)    109 36 56.03438(W) AD(       ) 3
 LN0661  NAD 27      -  40 57 38.78954(N)    109 36 53.49747(W) AD(       ) 3
 LN0661  NGVD 29 (07/19/86) 2175.8    (m)         7138.     (f) VERT ANG       
 LN0661
 LN0661.Superseded values are not recommended for survey control.
 LN0661
 LN0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0661.See file dsdata.pdf to determine how the superseded data were derived.
 LN0661
 LN0661_MARKER: DB = BENCH MARK DISK
 LN0661_SETTING: 66 = SET IN ROCK OUTCROP
 LN0661_STAMPING: HORSESHOE 1950
 LN0661_MARK LOGO: USGS
 LN0661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0661+STABILITY: POSITION/ELEVATION WELL
 LN0661
 LN0661  HISTORY     - Date     Condition        Report By
 LN0661  HISTORY     - 1950     MONUMENTED       USGS
 LN0661
 LN0661                          STATION DESCRIPTION
 LN0661
 LN0661'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LN0661'LOCATED ABOUT 6.85 MI. NW. OF GREEN LAKES RESORT, 3 MI. SE. OF LINWOOD
 LN0661'ON THE N. RIM OF THE GREEN RIVER IN HORSESHOE CANYON ON A POINT
 LN0661'PROJECTING TO S. STATION IS ABOUT 5 FT. FROM EDGE OF BLUFF.
 LN0661'
 LN0661'TO REACH FROM RANGER STATION IN MANILA, DRIVE E. ALONG STATE HIGHWAY
 LN0661'43 OR 1.9 MI. TO DIRT LANE, TURN RIGHT 1.1 MI. TO T.RD. AT FENCE, TURN
 LN0661'LEFT 0.45 MI. TO NUMEROUS SIDE RDS. CONTINUE STRAIGHT AHEAD 0.55 MI.
 LN0661'TO T-RD. AT FENCE, TURN LEFT ALONG LEFT SIDE OF FENCE FOR 0.1 MI. TO
 LN0661'T-RD., TURN LEFT, LEAVE FENCE AND GO 0.3 MI. TO DEEP DITCH AND RD.
 LN0661'FORKS, TAKE LEFT FORK 1.4 MI. TO RD. FORKS, TAKE LEFT FORK 1.2 MI. TO
 LN0661'END OF RD. AND END OF TRUCK TRAVEL  - JEEP WILL NOT HELP -.  PACK
 LN0661'SOUTHERLY THROUGH GORGE INTO E-W. CANYON, FOLLOW SMALLER GORGE S. UP
 LN0661'HILL TO TOP AND STATION ON EDGE OF BLUFF.  LARGE ROCKY KNOB TO E. IS
 LN0661'SLIGHTLY HIGHER. A 45 MINUTE PACK.
 LN0661'
 LN0661'STATION MARK - STANDARD TABLET STAMPED ---HORSESHOE 1950--- CEMENTED
 LN0661'IN BEDROCK.
 LN0661'
 LN0661'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---1
 LN0661'1950---, CEMENTED IN BEDROCK FLUSH WITH THE GROUND.
 LN0661'
 LN0661'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---2
 LN0661'1950--- CEMENTED IN ROCK LEDGE ABOUT 1 FT. FROM EDGE OF BLUFF.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AB5692 ***********************************************************************
 AB5692  DESIGNATION -  HORSESHOE
 AB5692  PID         -  AB5692
 AB5692  STATE/COUNTY-  UT/UINTAH
 AB5692  COUNTRY     -  US
 AB5692  USGS QUAD   -  VERNAL SE (2017)
 AB5692
 AB5692                         *CURRENT SURVEY CONTROL
 AB5692  ______________________________________________________________________
 AB5692* NAD 83(1994) POSITION- 40 15 31.30881(N) 109 33 02.58386(W)   ADJUSTED
 AB5692* NAVD 88 ORTHO HEIGHT -  1592.9   (meters)     5226.    (feet) VERTCON3
 AB5692  ______________________________________________________________________
 AB5692  GEOID HEIGHT    -        -17.807 (meters)                     GEOID18
 AB5692  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 AB5692  HORZ ORDER      -  THIRD
 AB5692
 AB5692.The horizontal coordinates were established by classical geodetic methods
 AB5692.and adjusted by the National Geodetic Survey in November 1997.
 AB5692
 AB5692.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB5692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB5692
 AB5692.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5692.GEOID18 height accuracy estimate available here.
 AB5692
 AB5692.Click photographs - Photos may exist for this station.
 AB5692
 AB5692.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB5692
 AB5692. The following values were computed from the NAD 83(1994) position.
 AB5692
 AB5692;                    North         East     Units Scale Factor Converg.
 AB5692;SPC UT C     - 2,215,560.555   665,801.492   MT  0.99992611   +1 14 55.2
 AB5692;SPC UT C     - 7,268,884.92  2,184,383.73   sFT  0.99992611   +1 14 55.2
 AB5692;UTM  12      - 4,457,478.109   623,244.381   MT  0.99978698   +0 56 12.1
 AB5692
 AB5692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5692!SPC UT C     -   0.99975297  x   0.99992611  =   0.99967910
 AB5692!UTM  12      -   0.99975297  x   0.99978698  =   0.99954001
 AB5692
 AB5692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK2324457478(NAD 83)
 AB5692
 AB5692                          SUPERSEDED SURVEY CONTROL
 AB5692
 AB5692  NAD 83(1993)-  40 15 31.30542(N)    109 33 02.58106(W) AD(       ) 3
 AB5692  NAD 83(1986)-  40 15 31.28767(N)    109 33 02.56994(W) AD(       ) 3
 AB5692  NGVD 29 (07/31/96) 1591.7    (m)         5222.     (f) VERT ANG       
 AB5692
 AB5692.Superseded values are not recommended for survey control.
 AB5692
 AB5692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5692.See file dsdata.pdf to determine how the superseded data were derived.
 AB5692
 AB5692_MARKER: Z = SEE DESCRIPTION
 AB5692_SETTING: 0 = UNSPECIFIED SETTING
 AB5692
 AB5692  HISTORY     - Date     Condition        Report By
 AB5692  HISTORY     - 1963     MONUMENTED       USGS
 AB5692
 AB5692                          STATION DESCRIPTION
 AB5692
 AB5692'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AB5692'LOCATED ABOUT 14 MI. S. OF VERNAL, ABOUT 13 MI. E. OF RANDLETT ON THE
 AB5692'S. END OF A HIGH PROMINENT TOP INSIDE AN AREA BOUNDED BY THE GREEN
 AB5692'RIVER ON THE N., E., AND W. SIDES, JUST W. OF ANOTHER AREA BOUNDED BY
 AB5692'THE GREEN RIVER ON THE S., E., AND W. SIDES, AND KNOWN AS HORSESHOE
 AB5692'BEND.
 AB5692'TO REACH STATION FROM OURAY, GO S. 0.2 MI. TO BRIDGE OVER GREEN RIVER,
 AB5692'PASS OVER BRIDGE AND TURN LEFT ON DIRT RD. FOR 0.6 MI. TO Y-FORK, TAKE
 AB5692'RIGHT FORK AND FOLLOW MAIN TRAVELED RD. 9 MI. TO RD. FORK, KEEP RIGHT
 AB5692'AND FOLLOW MAIN TRAVELED RD. THRU OIL FIELD AREA FOR 2.9 MI. TO BOTTOM
 AB5692'OF DEEP ERODED DRAW, CONTINUE ON MAIN TRAVELED RD. THRU OIL FIELD AREA
 AB5692'FOR 3 MI. TO T-RD., TURN LEFT AND GO 0.1 MI. TO RD. FORKS (THREE
 AB5692'RDS.), TAKE RIGHT RD. AND GO 1.8 MI. TO A T-RD., CONTINUE STRAIGHT
 AB5692'AHEAD UP HILL AND GO 0.2 MI. TO TRACK RD. BEARING OFF TO THE LEFT,
 AB5692'FOLLOW TRACK RD. 3.6 MI. TO GATE AND RD. FORK, PASS THROUGH GATE AND
 AB5692'FOLLOW WINDING MAIN TRAVELED RD. 1 MI. TO RD. RIGHT JUST AFTER PASSING
 AB5692'OVER SMALL DRAIN, TURN RIGHT AND GO UP HILL 0.5 MI. TO EDGE OF SADDLE
 AB5692'AND END OF TRUCK TRAVEL (DEEP LOOSE SAND IN SADDLE).  WALK E. AND S.
 AB5692'TO S. END OF TOP AND STATION.  A 10 MINUTE PACK.
 AB5692'STATION MARK--STANDARD USGS TABLET STAMPED---HORSESHOE 1963---,
 AB5692'CEMENTED IN BURIED ROCK.
 AB5692'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---
 AB5692'HORSESHOE NO 1 1963---, CEMENTED IN A BURIED ROCK, 31.97 FT. FROM
 AB5692'STATION MARK 320 DEGREES 35 MINUTES NW, AND LEVEL.
 AB5692'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---
 AB5692'HORSESHOE NO 2 1963---, CEMENTED IN A BURIED ROCK, 33.44 FT. FROM
 AB5692'STATION MARK 227 DEGREES 26 MINUTES SW, AND LEVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0987 ***********************************************************************
 HN0987  DESIGNATION -  HOSK=ET U 129
 HN0987  PID         -  HN0987
 HN0987  STATE/COUNTY-  UT/GARFIELD
 HN0987  COUNTRY     -  US
 HN0987  USGS QUAD   -  BULLFROG (2017)
 HN0987
 HN0987                         *CURRENT SURVEY CONTROL
 HN0987  ______________________________________________________________________
 HN0987* NAD 83(1994) POSITION- 37 33 26.05935(N) 110 42 35.76345(W)   ADJUSTED
 HN0987* NAVD 88 ORTHO HEIGHT -  1290.7   (meters)     4235.    (feet) VERTCON3
 HN0987  ______________________________________________________________________
 HN0987  GEOID HEIGHT    -        -22.206 (meters)                     GEOID18
 HN0987  LAPLACE CORR    -          0.78  (seconds)                    DEFLEC18
 HN0987  HORZ ORDER      -  SECOND
 HN0987
 HN0987.The horizontal coordinates were established by classical geodetic methods
 HN0987.and adjusted by the National Geodetic Survey in November 1997.
 HN0987
 HN0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0987
 HN0987.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0987.GEOID18 height accuracy estimate available here.
 HN0987
 HN0987.Click photographs - Photos may exist for this station.
 HN0987
 HN0987.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0987
 HN0987. The following values were computed from the NAD 83(1994) position.
 HN0987
 HN0987;                    North         East     Units Scale Factor Converg.
 HN0987;SPC UT S     - 3,099,133.255   569,804.863   MT  0.99995909   +0 29 02.6
 HN0987;SPC UT S     -10,167,739.69  1,869,434.79   sFT  0.99995909   +0 29 02.6
 HN0987;UTM  12      - 4,156,731.116   525,619.374   MT  0.99960808   +0 10 36.5
 HN0987
 HN0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0987!SPC UT S     -   0.99980098  x   0.99995909  =   0.99976008
 HN0987!UTM  12      -   0.99980098  x   0.99960808  =   0.99940914
 HN0987
 HN0987:                Primary Azimuth Mark                     Grid Az
 HN0987:SPC UT S     -  BULLFROG                                 211 30 53.8
 HN0987:UTM  12      -  BULLFROG                                 211 49 19.9
 HN0987
 HN0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2561956731(NAD 83)
 HN0987
 HN0987|---------------------------------------------------------------------|
 HN0987| PID    Reference Object                     Distance      Geod. Az  |
 HN0987|                                                           dddmmss.s |
 HN0987| CM7464 HOSK RM 1                             7.484 METERS 08337     |
 HN0987| HN0994 BULLFROG                            APPROX. 7.1 KM 2115956.4 |
 HN0987| CM7465 HOSK RM 2                            10.957 METERS 22036     |
 HN0987|---------------------------------------------------------------------|
 HN0987
 HN0987                          SUPERSEDED SURVEY CONTROL
 HN0987
 HN0987  NAD 83(1986)-  37 33 26.05440(N)    110 42 35.76340(W) AD(       ) 2
 HN0987  NAD 27      -  37 33 26.08786(N)    110 42 33.25030(W) AD(       ) 2
 HN0987  NGVD 29 (07/19/86) 1289.7    (m)         4231.     (f) VERT ANG       
 HN0987
 HN0987.Superseded values are not recommended for survey control.
 HN0987
 HN0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0987.See file dsdata.pdf to determine how the superseded data were derived.
 HN0987
 HN0987_MARKER: DD = SURVEY DISK
 HN0987_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0987_STAMPING: HOSK ET U 129 1953
 HN0987_MARK LOGO: USGS
 HN0987_MAGNETIC: P = MARKER IS A STEEL PIPE
 HN0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0987
 HN0987  HISTORY     - Date     Condition        Report By
 HN0987  HISTORY     - 1953     MONUMENTED       USGS
 HN0987  HISTORY     - 1963     GOOD             CGS
 HN0987
 HN0987                          STATION DESCRIPTION
 HN0987
 HN0987'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (LGB)
 HN0987'THE STATION IS ON THE NORTHWEST END OF A FLAT TOPPED MESA,
 HN0987'ABOUT 27 MILES NORTHEAST OF HOLE-IN-THE-ROCK AND ABOUT 23
 HN0987'MILES SOUTHWEST OF THE HITE FERRY.
 HN0987'
 HN0987'TO REACH BY HELICOPTER FROM THE AIRSTRIP AT HOLE-IN-THE-ROCK,
 HN0987'FLY NORTHEAST ON A TRUE COURSE OF 31 DEGREES FOR ABOUT 25 MILES
 HN0987'TO THE NORTHWEST END OF THE MESA AND A LANDING AREA ABOUT
 HN0987'30 YARDS SOUTHWEST OF THE STATION.
 HN0987'
 HN0987'THE STATION MARK, STAMPED HOSK ET U129 1953, IS A STANDARD
 HN0987'U.S. GEOLOGICAL SURVEY DISK WELDED TO THE TOP OF A 2-1/2
 HN0987'INCH PIPE WHICH IS SET IN CEMENT AND PROJECTS 18 INCHES.  IT
 HN0987'IS ABOUT 62 FEET SOUTHWEST OF THE NORTHEAST END OF THE MESA
 HN0987'AND ABOUT 3-1/2 FEET EAST OF THE WEST EDGE.
 HN0987'
 HN0987'REFERENCE MARK 1, STAMPED HOSK USGS NO 1 1963, IS A STANDARD
 HN0987'DISK WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE WHICH IS
 HN0987'SET IN CEMENT, AND PROJECTS 3-1/2 INCHES.  ABOUT 16 FEET EAST OF
 HN0987'THE WEST EDGE OF THE MESA AND ABOUT 5 FEET LOWER THAN STATION.
 HN0987'
 HN0987'REFERENCE MARK 2, STAMPED HOSK USGS NO 2 1963, IS A STANDARD
 HN0987'DISK WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE WHICH
 HN0987'IS SET IN CEMENT, AND PROJECTS 2 INCHES.  ABOUT 12 FEET EAST
 HN0987'OF THE WEST EDGE OF THE MESA AND ABOUT 2 FEET LOWER THAN
 HN0987'STATION.
 HN0987
 HN0987                          STATION RECOVERY (1963)
 HN0987
 HN0987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HN0987'RECOVERED IN GOOD CONDITION.
 HN0987'
 HN0987'STATION MARK--STANDARD TABLET, STAMPED ---HOSK 1953---, BRAZED ONTO
 HN0987'A 2 IN. PIPE PROJECTING 1.4 FT. ABOVE GROUND, AND ADDITIONALLY
 HN0987'STAMPED ---ET U 129--- IN 1959.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0562 ***********************************************************************
 JO0562  DESIGNATION -  HOT
 JO0562  PID         -  JO0562
 JO0562  STATE/COUNTY-  UT/IRON
 JO0562  COUNTRY     -  US
 JO0562  USGS QUAD   -  BADGER PEAK (2017)
 JO0562
 JO0562                         *CURRENT SURVEY CONTROL
 JO0562  ______________________________________________________________________
 JO0562* NAD 83(1994) POSITION- 38 04 01.06956(N) 113 10 39.75863(W)   ADJUSTED
 JO0562* NAVD 88 ORTHO HEIGHT -  2067.6   (meters)     6783.    (feet) VERTCON3
 JO0562  ______________________________________________________________________
 JO0562  GEOID HEIGHT    -        -21.654 (meters)                     GEOID18
 JO0562  LAPLACE CORR    -          8.26  (seconds)                    DEFLEC18
 JO0562  HORZ ORDER      -  THIRD
 JO0562
 JO0562.The horizontal coordinates were established by classical geodetic methods
 JO0562.and adjusted by the National Geodetic Survey in November 1997.
 JO0562
 JO0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0562
 JO0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0562.GEOID18 height accuracy estimate available here.
 JO0562
 JO0562.Click photographs - Photos may exist for this station.
 JO0562
 JO0562.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0562
 JO0562. The following values were computed from the NAD 83(1994) position.
 JO0562
 JO0562;                    North         East     Units Scale Factor Converg.
 JO0562;SPC UT S     - 3,156,732.236   352,789.911   MT  0.99996345   -1 01 40.5
 JO0562;SPC UT S     -10,356,712.34  1,157,444.90   sFT  0.99996345   -1 01 40.5
 JO0562;UTM  12      - 4,215,483.903   308,965.672   MT  1.00004948   -1 20 35.3
 JO0562
 JO0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0562!SPC UT S     -   0.99967906  x   0.99996345  =   0.99964252
 JO0562!UTM  12      -   0.99967906  x   1.00004948  =   0.99972853
 JO0562
 JO0562:                Primary Azimuth Mark                     Grid Az
 JO0562:SPC UT S     -  BLUE KNOLL                               298 44 51.8
 JO0562:UTM  12      -  BLUE KNOLL                               299 03 46.6
 JO0562
 JO0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH0896515483(NAD 83)
 JO0562
 JO0562|---------------------------------------------------------------------|
 JO0562| PID    Reference Object                     Distance      Geod. Az  |
 JO0562|                                                           dddmmss.s |
 JO0562| JO0568 BLUE KNOLL                          APPROX. 7.3 KM 2974311.3 |
 JO0562|---------------------------------------------------------------------|
 JO0562
 JO0562                          SUPERSEDED SURVEY CONTROL
 JO0562
 JO0562  NAD 83(1986)-  38 04 01.06532(N)    113 10 39.75429(W) AD(       ) 3
 JO0562  NAD 27      -  38 04 01.17490(N)    113 10 36.89610(W) AD(       ) 3
 JO0562  NGVD 29 (07/19/86) 2066.5    (m)         6780.     (f) VERT ANG       
 JO0562
 JO0562.Superseded values are not recommended for survey control.
 JO0562
 JO0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0562.See file dsdata.pdf to determine how the superseded data were derived.
 JO0562
 JO0562_MARKER: DB = BENCH MARK DISK
 JO0562_SETTING: 66 = SET IN ROCK OUTCROP
 JO0562_MARK LOGO: USGS
 JO0562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0562+STABILITY: POSITION/ELEVATION WELL
 JO0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0562+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2019
 JO0562
 JO0562  HISTORY     - Date     Condition        Report By
 JO0562  HISTORY     - 1904     MONUMENTED       USGS
 JO0562  HISTORY     - 20190412 GOOD             INDIV
 JO0562
 JO0562                          STATION DESCRIPTION
 JO0562
 JO0562'DESCRIBED BY US GEOLOGICAL SURVEY 1904
 JO0562'LOCATED ABOUT 15 MI. NE. OF LUND RAILROAD STATION, ABOUT 8.0 MI. SE.
 JO0562'OF UNION PACIFIC RAILROAD STATION AT NADA, ON A HIGH PROMINENT PEAK,
 JO0562'THE SOUTHERNMOST OF THREE PEAKS IN THE HOT SPRINGS MOUNTAINS.  THE
 JO0562'PEAK IS JUST S. OF A LONG, FLAT SADDLE AND JUST N. OF POINT WHERE
 JO0562'RIDGE BREAKS SHARPLY TO THE S.
 JO0562'
 JO0562'TO REACH FROM MINERSVILLE POST OFFICE, DRIVE W. FOR 0.25 MI. TO STREET
 JO0562'INTERSECTION, THENCE LEFT (S.) ON RD. TO PAROWAN FOR 0.85 MI. TO RD.
 JO0562'FORKS, GO RIGHT (W.) ON GOOD GRADED RD. FOR 3.3 MI. TO A T-RD., THENCE
 JO0562'LEFT FOR 12.4 MI. TO GRADED DIRT RD. LEFT, GO LEFT FOR 3.9 MI. TO AN
 JO0562'ABANDONED RANCH, TURN RIGHT (W.) FOR 0.5 MI. TO BEND IN RD., CONTINUE
 JO0562'ON MAIN TRAVELED RD. FOR 2.4 MI. TO CROSSROADS, TURN LEFT 1.35 MI. TO
 JO0562'DIM TRACK RD. RIGHT, THENCE RIGHT 0.35 MI. AND END OF TRUCK TRAVEL.
 JO0562'PACK E. UP MAIN DRAIN FOR ABOUT 1.0 MI., THEN GO SE. TO TOP, HIGHEST
 JO0562'POINT AND STATION.  ABOUT 1-1/4 HOUR PACK.
 JO0562'
 JO0562'STATION MARK--STANDARD TABLET, NOT STAMPED, CEMENTED IN SOLID STONE.
 JO0562'
 JO0562'REFERENCE MARKS--NONE.
 JO0562
 JO0562                          STATION RECOVERY (2019)
 JO0562
 JO0562'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (TWG)
 JO0562'NEW TO REACH DIRECTIONS.  FROM THE INTERSECTION OF MIDVALLEY ROAD AND
 JO0562'THE LUND HIGHWAY IN ENOCH, GO NORTH ON THE LUND HIGHWAY FOR 12 MI
 JO0562'(19.3 KM).  THEN TURN RIGHT ONTO A WELL GRADED DIRT ROAD AND GO 12.3
 JO0562'MI (19.8 KM), DISREGARDING ALL SIDE ROADS.  AT 12.3 MI (19.8 KM) TURN
 JO0562'RIGHT AND GO PAST OLD RUINS AND ONTO A 4WD JEEP TRAIL FOR 3.4 MI (5.5
 JO0562'KM) AND END OF VEHICLE TRAVEL.  HIKE EAST AND SOUTHEAST TO THE HIGHEST
 JO0562'POINT AND THE STATION, ABOUT 1.6 MI (2.6 KM).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0395 ***********************************************************************
 KN0395  DESIGNATION -  HOUGAARD
 KN0395  PID         -  KN0395
 KN0395  STATE/COUNTY-  UT/SANPETE
 KN0395  COUNTRY     -  US
 KN0395  USGS QUAD   -  FERRON RESERVOIR (2017)
 KN0395
 KN0395                         *CURRENT SURVEY CONTROL
 KN0395  ______________________________________________________________________
 KN0395* NAD 83(1994) POSITION- 39 14 36.35363(N) 111 29 30.85608(W)   ADJUSTED
 KN0395* NAVD 88 ORTHO HEIGHT -  3127.    (meters)    10259.    (feet) SCALED
 KN0395  ______________________________________________________________________
 KN0395  GEOID HEIGHT    -        -16.477 (meters)                     GEOID18
 KN0395  LAPLACE CORR    -         20.44  (seconds)                    DEFLEC18
 KN0395  HORZ ORDER      -  SECOND
 KN0395
 KN0395.The horizontal coordinates were established by classical geodetic methods
 KN0395.and adjusted by the National Geodetic Survey in November 1997.
 KN0395
 KN0395.The orthometric height was scaled from a topographic map.
 KN0395
 KN0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0395.GEOID18 height accuracy estimate available here.
 KN0395
 KN0395.Click photographs - Photos may exist for this station.
 KN0395
 KN0395.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0395
 KN0395. The following values were computed from the NAD 83(1994) position.
 KN0395
 KN0395;                    North         East     Units Scale Factor Converg.
 KN0395;SPC UT C     - 2,101,038.881   500,698.844   MT  0.99995175   +0 00 18.7
 KN0395;SPC UT C     - 6,893,158.40  1,642,709.46   sFT  0.99995175   +0 00 18.7
 KN0395;UTM  12      - 4,343,906.287   457,551.364   MT  0.99962219   -0 18 40.3
 KN0395
 KN0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0395!SPC UT C     -   0.99951215  x   0.99995175  =   0.99946392
 KN0395!UTM  12      -   0.99951215  x   0.99962219  =   0.99913452
 KN0395
 KN0395:                Primary Azimuth Mark                     Grid Az
 KN0395:SPC UT C     -  HOUGAARD AZ MK                           134 18 02.5
 KN0395:UTM  12      -  HOUGAARD AZ MK                           134 37 01.5
 KN0395
 KN0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ5755143906(NAD 83)
 KN0395
 KN0395|---------------------------------------------------------------------|
 KN0395| PID    Reference Object                     Distance      Geod. Az  |
 KN0395|                                                           dddmmss.s |
 KN0395| CM4879 HOUGAARD RM 1                        10.798 METERS 13242     |
 KN0395| CM4878 HOUGAARD AZ MK                                     1341821.2 |
 KN0395| CM4880 HOUGAARD RM 2                        10.777 METERS 22116     |
 KN0395|---------------------------------------------------------------------|
 KN0395
 KN0395                          SUPERSEDED SURVEY CONTROL
 KN0395
 KN0395  NAD 83(1986)-  39 14 36.34347(N)    111 29 30.85018(W) AD(       ) 2
 KN0395  NAD 27      -  39 14 36.47800(N)    111 29 28.16300(W) AD(       ) 2
 KN0395
 KN0395.Superseded values are not recommended for survey control.
 KN0395
 KN0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0395.See file dsdata.pdf to determine how the superseded data were derived.
 KN0395
 KN0395_MARKER: DS = TRIANGULATION STATION DISK
 KN0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0395_STAMPING: HOUGAARD 1938
 KN0395_MARK LOGO: CGS
 KN0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0395+STABILITY: SURFACE MOTION
 KN0395
 KN0395  HISTORY     - Date     Condition        Report By
 KN0395  HISTORY     - 1938     MONUMENTED       CGS
 KN0395
 KN0395                          STATION DESCRIPTION
 KN0395
 KN0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0395'STATION IS LOCATED ABOUT 8 MILES E AND ABOUT 2 MILES S OF
 KN0395'TOWN OF MANTI, UTAH.  IT IS ON A NARROW BARE E AND W RIDGE ABOUT
 KN0395'1-1/4 MILES W OF SKYLINE DRIVE ON FIRST BENCH BELOW RIM-ROCK
 KN0395'OF SUMMIT.  THERE IS A TIMBERED KNOLL ABOUT 1/4 MILE E.  STATION
 KN0395'IS BETWEEN MIDDLE FORK AND HOUGAARD FORK OF MANTI CANYON
 KN0395'DRAINAGE SYSTEM.
 KN0395'
 KN0395'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KN0395'BRONZE DISKS IN CONCRETE.
 KN0395'
 KN0395'STATION IS REACHED FROM MANTI AS FOLLOWS--FROM COUNTY COURTHOUSE
 KN0395'GO S ON U.S. HIGHWAY 89 0.45 MILE (5-1/2 BLOCKS) TO A SIGN--MANTI
 KN0395'CANYON.  TURN L, E, AND FOLLOW CANYON ROAD UP CANYON 13.2
 KN0395'MILES TO SUMMIT OF GRADE AND INTERSECTION WITH SKYLINE
 KN0395'DRIVE AT A SIGN--FERRON RESERVOIR 9, EPHRAIM 24.  TURN L, N,
 KN0395'ON SKYLINE DRIVE AND GO 1.55 MILES TO A LOG DRIFT FENCE.  FROM
 KN0395'S END OF LOG FENCE STATION BEARS 298 DEG MAGNETIC AND IS ON A
 KN0395'LOW BARE RIDGE TO L OF A HIGHER RIDGE.  FROM THIS POINT
 KN0395'TURN L (ABOUT NW) DOWN DRAW, AND GO ALONG S SLOPE OF RIDGE
 KN0395'AND THEN TOP OF RIDGE 1.25 MILES ACROSS COUNTRY TO
 KN0395'WESTERNMOST POINT OF RIDGE AND STATION.
 KN0395'
 KN0395'STATION MARK IS A STANDARD DISK TRIANGULATION MARK SET
 KN0395'IN TOP OF A SQUARE CONCRETE POST PROJECTING ABOUT 3 INCHES
 KN0395'ABOVE GROUND SURFACE.  THERE IS A SUB-SURFACE MARK 3 FEET
 KN0395'BELOW SURFACE OF GROUND SURFACE.
 KN0395'
 KN0395'REFERENCE MARK NO. 1 IS A STANDARD DISK REFERENCE MARK SET
 KN0395'IN TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES
 KN0395'ABOVE GROUND SURFACE AND IS ABOUT 1 FOOT HIGHER THAN STATION.
 KN0395'REFERENCE MARK NO. 2 IS A STANDARD DISK REFERENCE MARK SET IN
 KN0395'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES
 KN0395'ABOVE GROUND SURFACE, AND IS ABOUT 1 FOOT LOWER THAN STATION.
 KN0395'
 KN0395'AZIMUTH MARK IS A STANDARD DISK AZIMUTH MARK SET IN TOP OF
 KN0395'A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE
 KN0395'GROUND SURFACE.  IT IS 6.8 METERS W OF CENTER OF SKYLINE DRIVE,
 KN0395'6 FEET S OF A SMALL ROCK CAIRN 2 FEET HIGH AND ABOUT 270 FEET
 KN0395'SSW OF LOG FENCE, WHERE FENCE DROPS OFF TOP OF RIDGE.  AZIMUTH
 KN0395'IS 1.45 MILES FROM JUNCTION OF MANTI CANYON ROAD AND SKYLINE
 KN0395'DRIVE (SIGN--FERRON RESERVOIR 9, EPHRAIM 24) N ON SKYLINE
 KN0395'DRIVE, OR 1.25 MILES CROSS COUNTRY FROM STATION.  IT IS 1856 M.
 KN0395'SE OF STATION (COMPUTED SEE VOL. 9, PAGE 14).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0537 ***********************************************************************
 JM0537  DESIGNATION -  HOUSE
 JM0537  PID         -  JM0537
 JM0537  STATE/COUNTY-  UT/SAN JUAN
 JM0537  COUNTRY     -  US
 JM0537  USGS QUAD   -  CROSS CANYON (2017)
 JM0537
 JM0537                         *CURRENT SURVEY CONTROL
 JM0537  ______________________________________________________________________
 JM0537* NAD 83(1994) POSITION- 38 01 07.09747(N) 109 53 36.82692(W)   ADJUSTED
 JM0537* NAVD 88 ORTHO HEIGHT -  2170.3   (meters)     7120.    (feet) VERTCON3
 JM0537  ______________________________________________________________________
 JM0537  GEOID HEIGHT    -        -19.355 (meters)                     GEOID18
 JM0537  LAPLACE CORR    -          5.32  (seconds)                    DEFLEC18
 JM0537  HORZ ORDER      -  THIRD
 JM0537
 JM0537.The horizontal coordinates were established by classical geodetic methods
 JM0537.and adjusted by the National Geodetic Survey in November 1997.
 JM0537
 JM0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0537
 JM0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0537.GEOID18 height accuracy estimate available here.
 JM0537
 JM0537.Click photographs - Photos may exist for this station.
 JM0537
 JM0537.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0537
 JM0537. The following values were computed from the NAD 83(1994) position.
 JM0537
 JM0537;                    North         East     Units Scale Factor Converg.
 JM0537;SPC UT S     - 3,151,259.411   641,048.965   MT  0.99995965   +0 59 03.3
 JM0537;SPC UT S     -10,338,756.92  2,103,174.81   sFT  0.99995965   +0 59 03.3
 JM0537;UTM  12      - 4,208,460.575   597,119.090   MT  0.99971617   +0 40 53.5
 JM0537
 JM0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0537!SPC UT S     -   0.99966260  x   0.99995965  =   0.99962226
 JM0537!UTM  12      -   0.99966260  x   0.99971617  =   0.99937887
 JM0537
 JM0537:                Primary Azimuth Mark                     Grid Az
 JM0537:SPC UT S     -  GYPSUM                                   250 06 26.1
 JM0537:UTM  12      -  GYPSUM                                   250 24 35.9
 JM0537
 JM0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH9711908460(NAD 83)
 JM0537
 JM0537|---------------------------------------------------------------------|
 JM0537| PID    Reference Object                     Distance      Geod. Az  |
 JM0537|                                                           dddmmss.s |
 JM0537| HM0562 GYPSUM                              APPROX. 7.7 KM 2510529.4 |
 JM0537|---------------------------------------------------------------------|
 JM0537
 JM0537                          SUPERSEDED SURVEY CONTROL
 JM0537
 JM0537  NAD 83(1986)-  38 01 07.08943(N)    109 53 36.82802(W) AD(       ) 3
 JM0537  NAD 27      -  38 01 07.13477(N)    109 53 34.37459(W) AD(       ) 3
 JM0537  NGVD 29 (07/19/86) 2169.2    (m)         7117.     (f) VERT ANG       
 JM0537
 JM0537.Superseded values are not recommended for survey control.
 JM0537
 JM0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0537.See file dsdata.pdf to determine how the superseded data were derived.
 JM0537
 JM0537_MARKER: DD = SURVEY DISK
 JM0537_SETTING: 66 = SET IN ROCK OUTCROP
 JM0537_STAMPING: HOUSE 1953
 JM0537_MARK LOGO: USGS
 JM0537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0537+STABILITY: POSITION/ELEVATION WELL
 JM0537
 JM0537  HISTORY     - Date     Condition        Report By
 JM0537  HISTORY     - 1953     MONUMENTED       USGS
 JM0537  HISTORY     - 1953     GOOD             USGS
 JM0537
 JM0537                          STATION DESCRIPTION
 JM0537
 JM0537'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JM0537'STATION WAS RECOVERED AS DESCRIBED ALL MARKS IN GOOD CONDITION.  A NEW
 JM0537'--TO REACH-- DESCRIPTION AS FOLLOWS,
 JM0537'LOCATED ABOUT 10.5 MI. ENE. OF THE INTERSECTION OF THE COLORADO RIVER
 JM0537'AND GYPSUM CANYON, 10.5 MI. S. OF THE CONFLUENCE OF THE GREEN AND
 JM0537'COLORADO RIVERS ON THE E. OF THE PARTIALLY TIMBERED BUTTE WHICH IS
 JM0537'THE CENTER ONE OF A LINE OF THREE BUTTES OVERLOOKING BEEF BASIN.
 JM0537'STATION MARK IS 5 FT. NW.OF AND 1 FT. LOWER THAN THE HIGHEST POINT OF
 JM0537'BUTTE.
 JM0537'
 JM0537'TO REACH FROM GOOSEBERRY GUARD STATION ON ELK RIDGE, DRIVE N. ON MAIN
 JM0537'RD. FOR 1.2 MI. TO RD. FORKS ON BIG FLAT AND SIGN ---HIGHWAY 160 50---
 JM0537'TAKE LEFT FORK FOR 5.9 MI. TO SIDE RD. ON LEFT AT SIGN ---BEEF BASIN
 JM0537'12---, TURN LEFT ON THIS SIDE RD. FOR 2.7 MI. TO CATTLE GUARD AT
 JM0537'NATIONAL FOREST BOUNDARY, PROCEED 6.3 MI. TO DIM SIDE RD. ON RIGHT
 JM0537'THIS JUNCTION IS ABOUT 0.1 MI. SE. OF AN OLD MOQUI RUIN  ON KNOLL,
 JM0537'TURN RIGHT ONTO THIS RD. FOR 2.9 MI. TO POINT 0.2 MI. N. OF AN OLD
 JM0537'MOQUI TOWER WHICH IS VISIBLE FROM THIS RD. --STATION IS VISIBLE FROM
 JM0537'HERE APPROXIMATELY DUE N., PRACTICALLY HIDDEN BY THE EASTERNMOST OF
 JM0537'THE THREE BUTTES, PROCEED N. CROSS COUNTRY FOR 0.8 MI. TO WASH WHICH
 JM0537'HEADS AT THE DIVIDE BETWEEN THE STATION BUTTE AND THE EASTERNMOST
 JM0537'BUTTE.  FROM HERE PROCEED ON FOOT DIAGONALLY UP FACE OF BUTTE FROM
 JM0537'SSE. TO NNW. TO THE HIGHEST LEVEL, THEN TURN NNE. ACROSS TOP TO
 JM0537'HIGHEST POINT AND STATION ABOUT 30 MINUTE PACK.
 JM0537'
 JM0537'STATION MARK - STANDARD TABLET STAMPED ---HOUSE 1953--- CEMENTED IN
 JM0537'DRILL HOLE IN SOLID SANDSTONE.
 JM0537'
 JM0537'REFERENCE MARK NO.1 -,COPPER NAIL AND WASHER STAMPED --1-- LEADED INTO
 JM0537'DRILL HOLE IN SOLID SANDSTONE, 9.21 FT. FROM STATION MARK,
 JM0537'S 83 DEG 59 MIN W.
 JM0537'
 JM0537'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER STAMPED --2-- LEADED INTO
 JM0537'DRILL HOLE IN SOLID SANDSTONE, 6.38 FT. FROM STATION MARK,
 JM0537'N 00 DEG 18 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0741 ***********************************************************************
 MS0741  DESIGNATION -  HOWELL ET
 MS0741  PID         -  MS0741
 MS0741  STATE/COUNTY-  UT/BOX ELDER
 MS0741  COUNTRY     -  US
 MS0741  USGS QUAD   -  BULLS PASS (2017)
 MS0741
 MS0741                         *CURRENT SURVEY CONTROL
 MS0741  ______________________________________________________________________
 MS0741* NAD 83(1994) POSITION- 41 47 39.19817(N) 112 32 39.28582(W)   ADJUSTED
 MS0741* NAVD 88 ORTHO HEIGHT -  2169.5   (meters)     7118.    (feet) VERTCON3
 MS0741  ______________________________________________________________________
 MS0741  GEOID HEIGHT    -        -15.245 (meters)                     GEOID18
 MS0741  LAPLACE CORR    -          4.12  (seconds)                    DEFLEC18
 MS0741  HORZ ORDER      -  SECOND
 MS0741
 MS0741.The horizontal coordinates were established by classical geodetic methods
 MS0741.and adjusted by the National Geodetic Survey in November 1997.
 MS0741
 MS0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0741
 MS0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0741.GEOID18 height accuracy estimate available here.
 MS0741
 MS0741.Click photographs - Photos may exist for this station.
 MS0741
 MS0741.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0741
 MS0741. The following values were computed from the NAD 83(1994) position.
 MS0741
 MS0741;                    North         East     Units Scale Factor Converg.
 MS0741;SPC UT N     - 1,162,758.906   413,207.173   MT  1.00000179   -0 41 18.7
 MS0741;SPC UT N     - 3,814,818.18  1,355,663.87   sFT  1.00000179   -0 41 18.7
 MS0741;UTM  12      - 4,628,081.783   371,696.238   MT  0.99980257   -1 01 45.5
 MS0741
 MS0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0741!SPC UT N     -   0.99966222  x   1.00000179  =   0.99966401
 MS0741!UTM  12      -   0.99966222  x   0.99980257  =   0.99946486
 MS0741
 MS0741:                Primary Azimuth Mark                     Grid Az
 MS0741:SPC UT N     -  CAL MTN                                  092 53 06.9
 MS0741:UTM  12      -  CAL MTN                                  093 13 33.7
 MS0741
 MS0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM7169628081(NAD 83)
 MS0741
 MS0741|---------------------------------------------------------------------|
 MS0741| PID    Reference Object                     Distance      Geod. Az  |
 MS0741|                                                           dddmmss.s |
 MS0741| MS0681 CAL MTN                             APPROX.25.9 KM 0921148.2 |
 MS0741| CM4883 HOWELL RM 3                           8.169 METERS 16526     |
 MS0741| CM4882 HOWELL RM 2 CROSS                    11.781 METERS 17230     |
 MS0741| CM4881 HOWELL RM 1                           7.360 METERS 35109     |
 MS0741|---------------------------------------------------------------------|
 MS0741
 MS0741                          SUPERSEDED SURVEY CONTROL
 MS0741
 MS0741  NAD 83(1993)-  41 47 39.19533(N)    112 32 39.27276(W) AD(       ) 2
 MS0741  NAD 83(1986)-  41 47 39.19096(N)    112 32 39.26809(W) AD(       ) 2
 MS0741  NAD 27      -  41 47 39.46577(N)    112 32 36.37248(W) AD(       ) 2
 MS0741  NGVD 29 (07/19/86) 2168.4    (m)         7114.     (f) VERT ANG       
 MS0741
 MS0741.Superseded values are not recommended for survey control.
 MS0741
 MS0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0741.See file dsdata.pdf to determine how the superseded data were derived.
 MS0741
 MS0741_MARKER: DD = SURVEY DISK
 MS0741_SETTING: 66 = SET IN ROCK OUTCROP
 MS0741_STAMPING: HOWELL 1958
 MS0741_MARK LOGO: USGS
 MS0741_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0741+STABILITY: POSITION/ELEVATION WELL
 MS0741
 MS0741  HISTORY     - Date     Condition        Report By
 MS0741  HISTORY     - 1958     MONUMENTED       USGS
 MS0741  HISTORY     - 1968     GOOD             USGS
 MS0741
 MS0741                          STATION DESCRIPTION
 MS0741
 MS0741'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (WFM)
 MS0741'LOCATED ABOUT 10 MI. N. OF PROMONTORY.  4.5 MI. W. OF HOWELL,
 MS0741'ON THE HIGHEST PART OF A TOP SHOWN ON THE USFS MAP AS BLUE
 MS0741'SPRINGS PEAK.
 MS0741'
 MS0741'REACHED BY HELICOPTER.  IT APPEARS A 4-WHEEL DRIVE VEHICLE
 MS0741'MAY BE DRIVEN QUITE CLOSE TO STATION FROM THE E. SIDE.
 MS0741'
 MS0741'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 69 AND U.S. HIGHWAY
 MS0741'30S AND U.S. HIGHWAY 191, IN THE N. LIMITS OF BRIGHAM CITY,
 MS0741'DRIVE W. ON U.S. HIGHWAY 30S FOR 5.1 MI. TO CORINNE AND
 MS0741'JUNCTION WITH STATE HIGHWAY 83.  TAKE STATE HIGHWAY 83 FOR
 MS0741'22.9 MI. TO A 4-WAY INTERSECTION.  TAKE GRAVEL RD. TO N. FOR 1.4
 MS0741'MI. TO RD. FORKS.  TAKE LEFT FORK 2.3 MI. TO A RD. FORKS AND
 MS0741'TWO LARGE CONCRETE SILOS BY SOME FARM BUILDINGS.  TAKE LEFT
 MS0741'FORK (STRAIGHT AHEAD) 1.6 MI. TO Y-RD..  TAKE RIGHT FORK AND
 MS0741'FOLLOW MAIN-TRAVELED RD. 6.9 MI. TO POINT ABOUT 0.2 MI. N.
 MS0741'OF A DIVDE.  TAKE TRACK RD. TO E. FOR 0.5 MI. TO BASE OF
 MS0741'HILLS.  PACK UP RIDGE IN SOUTHEASTERLY DIRECTION TO HIGHEST
 MS0741'POINT AND STATION.  ABOUT A 1-HOUR PACK.
 MS0741'
 MS0741'STATION MARK--STANDARD USGS TABLET STAMPED HOWELL 1958 CEMENTED
 MS0741'IN ROCK OUTCROP.
 MS0741'
 MS0741'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET
 MS0741'STAMPED HOWELL NO 1 1958, CEMENTED IN BOULDER.
 MS0741'
 MS0741'REFERENCE MARK NO. 2--CHISELED CROSS ON ROCK OUTCROP.
 MS0741'
 MS0741'REFERENCE MARK NO. 3--STANDARD USGS REFERENCE TABLET STAMPED
 MS0741'NO 3 1968 SET IN DRILL HOLE IN ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0365 ***********************************************************************
 JN0365  DESIGNATION -  HUNT
 JN0365  PID         -  JN0365
 JN0365  STATE/COUNTY-  UT/WAYNE
 JN0365  COUNTRY     -  US
 JN0365  USGS QUAD   -  GOVERNMENT POINT (2017)
 JN0365
 JN0365                         *CURRENT SURVEY CONTROL
 JN0365  ______________________________________________________________________
 JN0365* NAD 83(1994) POSITION- 38 13 11.92410(N) 111 37 26.10629(W)   ADJUSTED
 JN0365* NAVD 88 ORTHO HEIGHT -  2612.    (meters)     8570.    (feet) SCALED
 JN0365  ______________________________________________________________________
 JN0365  GEOID HEIGHT    -        -17.769 (meters)                     GEOID18
 JN0365  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 JN0365  HORZ ORDER      -  SECOND
 JN0365
 JN0365.The horizontal coordinates were established by classical geodetic methods
 JN0365.and adjusted by the National Geodetic Survey in November 1997.
 JN0365
 JN0365.The orthometric height was scaled from a topographic map.
 JN0365
 JN0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0365.GEOID18 height accuracy estimate available here.
 JN0365
 JN0365.Click photographs - Photos may exist for this station.
 JN0365
 JN0365.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0365
 JN0365. The following values were computed from the NAD 83(1994) position.
 JN0365
 JN0365;                    North         East     Units Scale Factor Converg.
 JN0365;SPC UT S     - 3,172,402.952   489,148.752   MT  0.99998017   -0 04 33.3
 JN0365;SPC UT S     -10,408,125.35  1,604,815.53   sFT  0.99998017   -0 04 33.3
 JN0365;UTM  12      - 4,230,406.572   445,385.410   MT  0.99963673   -0 23 09.7
 JN0365
 JN0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0365!SPC UT S     -   0.99959304  x   0.99998017  =   0.99957322
 JN0365!UTM  12      -   0.99959304  x   0.99963673  =   0.99922992
 JN0365
 JN0365:                Primary Azimuth Mark                     Grid Az
 JN0365:SPC UT S     -  T 29                                     005 41 38.5
 JN0365:UTM  12      -  T 29                                     006 00 14.9
 JN0365
 JN0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH4538530406(NAD 83)
 JN0365
 JN0365|---------------------------------------------------------------------|
 JN0365| PID    Reference Object                     Distance      Geod. Az  |
 JN0365|                                                           dddmmss.s |
 JN0365| JN0179 T 29                                APPROX.19.8 KM 0053705.2 |
 JN0365| CM4885 HUNT RM 2                             5.524 METERS 21331     |
 JN0365| CM4884 HUNT RM 1                            10.310 METERS 33232     |
 JN0365|---------------------------------------------------------------------|
 JN0365
 JN0365                          SUPERSEDED SURVEY CONTROL
 JN0365
 JN0365  NAD 83(1986)-  38 13 11.91867(N)    111 37 26.10601(W) AD(       ) 2
 JN0365  NAD 27      -  38 13 11.98234(N)    111 37 23.44182(W) AD(       ) 2
 JN0365
 JN0365.Superseded values are not recommended for survey control.
 JN0365
 JN0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0365.See file dsdata.pdf to determine how the superseded data were derived.
 JN0365
 JN0365_MARKER: Z = SEE DESCRIPTION
 JN0365_SETTING: 0 = UNSPECIFIED SETTING
 JN0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0365+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2010
 JN0365
 JN0365  HISTORY     - Date     Condition        Report By
 JN0365  HISTORY     - 1969     MONUMENTED       USGS
 JN0365  HISTORY     - 20100904 GOOD             GEOCAC
 JN0365
 JN0365                          STATION DESCRIPTION
 JN0365
 JN0365'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 JN0365'LOCATED ABOUT 11 MI. SSW. OF BICKNELL.  3 MI. W. OF AQUARIUS R.S.,
 JN0365'1 MI. E. OF BIG LAKE-ESCALANTE RD., ON SPARSELY TIMBERED RIDGE
 JN0365'WHICH IS HIGHEST IN VICINITY.
 JN0365'
 JN0365'TO REACH FROM WAYNE COUNTY COURTHOUSE IN LOA, DRIVE S. ON STATE
 JN0365'HIGHWAY 24 FOR 0.3 MI.  CONTINUE S. ON DIRT RD. FOR 2.0 MI. TO RD.
 JN0365'FORKS.  TAKE RIGHT FORK (S.) FOR 6.2 MI. TO GRADED DIRT RD.
 JN0365'(BICKNELL RD.) ENTERING FROM NW. CONTINUE S. FOR 0.5 MI. TO
 JN0365'Y-FORKS AT SIGN ANTELOPE SPRING 15, POLLYWOG17.  TAKE LEFT FORK
 JN0365'FOR 0.6 MI. TO RD. FORKS TO AQUARIUS R.S.  TAKE RIGHT FORK FOR
 JN0365'2.8 MI.  TURN LEFT OFF GRADED RD . ONTO DIM TRACK RD. FOR 0.7
 JN0365'MI. ALONG FENCE TO GATE.  PASS THROUGH GATE AND BEAR N.
 JN0365'TOWARD RIDGE TOP FOR 0.8 MI. TO END OF RD.  PACK N. TO
 JN0365'HIGHEST POINT AND STATION.  A 10-MINUTE PACK.
 JN0365'
 JN0365'STATION MARK--STANDARD TABLET STAMPED HUNT 1952 CEMENTED IN
 JN0365'LARGE FLAT BOULDER OUTCROP PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 JN0365'
 JN0365'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 JN0365'NO 1 1952 CEMENTED IN DRILL HOLE IN LARGE FLAT BOULDER PROJECTING
 JN0365'ABOUT 8 INCHES ABOVE GROUND.
 JN0365'
 JN0365'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 JN0365'NO 2 1952 CEMENTED IN DRILL HOLE IN LARGE BOULDER PROJECTING
 JN0365'ABOUT 3 FT. ABOVE GROUND.
 JN0365
 JN0365                          STATION RECOVERY (2010)
 JN0365
 JN0365'RECOVERY NOTE BY GEOCACHING 2010 (JAC)
 JN0365'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0362 ***********************************************************************
 LP0362  DESIGNATION -  HUNTER RAD STA KRGO MAST
 LP0362  PID         -  LP0362
 LP0362  STATE/COUNTY-  UT/SALT LAKE
 LP0362  COUNTRY     -  US
 LP0362  USGS QUAD   -  MAGNA (2017)
 LP0362
 LP0362                         *CURRENT SURVEY CONTROL
 LP0362  ______________________________________________________________________
 LP0362* NAD 83(1994) POSITION- 40 43 28.89027(N) 112 00 45.84476(W)   ADJUSTED
 LP0362  ______________________________________________________________________
 LP0362  GEOID HEIGHT    -        -17.168 (meters)                     GEOID18
 LP0362  LAPLACE CORR    -          1.04  (seconds)                    DEFLEC18
 LP0362  HORZ ORDER      -  THIRD
 LP0362
 LP0362.The horizontal coordinates were established by classical geodetic methods
 LP0362.and adjusted by the National Geodetic Survey in November 1997.
 LP0362
 LP0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0362.GEOID18 height accuracy estimate available here.
 LP0362
 LP0362.Click photographs - Photos may exist for this station.
 LP0362
 LP0362.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0362
 LP0362. The following values were computed from the NAD 83(1994) position.
 LP0362
 LP0362;                    North         East     Units Scale Factor Converg.
 LP0362;SPC UT C     - 2,265,622.240   456,681.370   MT  1.00001944   -0 19 42.4
 LP0362;SPC UT C     - 7,433,128.97  1,498,295.46   sFT  1.00001944   -0 19 42.4
 LP0362;UTM  12      - 4,508,689.139   414,473.381   MT  0.99969003   -0 39 38.8
 LP0362
 LP0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1447308689(NAD 83)
 LP0362
 LP0362                          SUPERSEDED SURVEY CONTROL
 LP0362
 LP0362  NAD 83(1993)-  40 43 28.88931(N)    112 00 45.84410(W) AD(       ) 3
 LP0362  NAD 83(1986)-  40 43 28.87933(N)    112 00 45.83673(W) AD(       ) 3
 LP0362  NAD 27      -  40 43 29.07320(N)    112 00 43.05442(W) AD(       ) 3
 LP0362
 LP0362.Superseded values are not recommended for survey control.
 LP0362
 LP0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0362.See file dsdata.pdf to determine how the superseded data were derived.
 LP0362
 LP0362_MARKER: 42 = RADIO/TV MAST
 LP0362
 LP0362  HISTORY     - Date     Condition        Report By
 LP0362  HISTORY     - 1973     FIRST OBSERVED   NGS
 LP0362
 LP0362                          STATION DESCRIPTION
 LP0362
 LP0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LP0362'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE SALT LAKE CITY,
 LP0362'RADIO MAST KRGO THAT IS LOCATED ABOUT 6 MILES SOUTHWEST OF SALT
 LP0362'LAKE CITY, 4.75 MILES EAST-NORTHEAST OF MAGNA 4.5 MILES
 LP0362'NORTH-NORTHWEST OF KEARNS AND ON THE SOUTH SIDE OF 2100 SOUTH.
 LP0362'THE MAST IS TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE
 LP0362'BANDS OF RED AND WHITE AND 254 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0374 ***********************************************************************
 KN0374  DESIGNATION -  HUNTINGTON
 KN0374  PID         -  KN0374
 KN0374  STATE/COUNTY-  UT/SANPETE
 KN0374  COUNTRY     -  US
 KN0374  USGS QUAD   -  HUNTINGTON RESERVOIR (2017)
 KN0374
 KN0374                         *CURRENT SURVEY CONTROL
 KN0374  ______________________________________________________________________
 KN0374* NAD 83(1994) POSITION- 39 37 20.05031(N) 111 15 39.04467(W)   ADJUSTED
 KN0374* NAVD 88 ORTHO HEIGHT -  2979.    (meters)     9774.    (feet) SCALED
 KN0374  ______________________________________________________________________
 KN0374  GEOID HEIGHT    -        -16.032 (meters)                     GEOID18
 KN0374  LAPLACE CORR    -          2.67  (seconds)                    DEFLEC18
 KN0374  HORZ ORDER      -  THIRD
 KN0374
 KN0374.The horizontal coordinates were established by classical geodetic methods
 KN0374.and adjusted by the National Geodetic Survey in November 1997.
 KN0374
 KN0374.The orthometric height was scaled from a topographic map.
 KN0374
 KN0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0374.GEOID18 height accuracy estimate available here.
 KN0374
 KN0374.Click photographs - Photos may exist for this station.
 KN0374
 KN0374.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0374
 KN0374. The following values were computed from the NAD 83(1994) position.
 KN0374
 KN0374;                    North         East     Units Scale Factor Converg.
 KN0374;SPC UT C     - 2,143,119.462   520,532.435   MT  0.99990568   +0 09 11.5
 KN0374;SPC UT C     - 7,031,217.77  1,707,780.16   sFT  0.99990568   +0 09 11.5
 KN0374;UTM  12      - 4,385,863.001   477,612.061   MT  0.99960617   -0 09 58.9
 KN0374
 KN0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0374!SPC UT C     -   0.99953529  x   0.99990568  =   0.99944102
 KN0374!UTM  12      -   0.99953529  x   0.99960617  =   0.99914165
 KN0374
 KN0374:                Primary Azimuth Mark                     Grid Az
 KN0374:SPC UT C     -  HUNTINGTON AZ MK                         212 16 22.2
 KN0374:UTM  12      -  HUNTINGTON AZ MK                         212 35 32.6
 KN0374
 KN0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ7761285863(NAD 83)
 KN0374
 KN0374|---------------------------------------------------------------------|
 KN0374| PID    Reference Object                     Distance      Geod. Az  |
 KN0374|                                                           dddmmss.s |
 KN0374| CM4887 HUNTINGTON RM 1                      11.220 METERS 04625     |
 KN0374| CM4886 HUNTINGTON AZ MK                                   2122533.7 |
 KN0374| CM4888 HUNTINGTON RM 2                       5.250 METERS 32012     |
 KN0374|---------------------------------------------------------------------|
 KN0374
 KN0374                          SUPERSEDED SURVEY CONTROL
 KN0374
 KN0374  NAD 83(1993)-  39 37 20.04601(N)    111 15 39.04143(W) AD(       ) 3
 KN0374  NAD 83(1986)-  39 37 20.03991(N)    111 15 39.03945(W) AD(       ) 3
 KN0374  NAD 27      -  39 37 20.18000(N)    111 15 36.41400(W) AD(       ) 3
 KN0374
 KN0374.Superseded values are not recommended for survey control.
 KN0374
 KN0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0374.See file dsdata.pdf to determine how the superseded data were derived.
 KN0374
 KN0374_MARKER: DS = TRIANGULATION STATION DISK
 KN0374_SETTING: 80 = SET IN A BOULDER
 KN0374_STAMPING: HUNTINGTON 1938
 KN0374_MARK LOGO: CGS
 KN0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0374+STABILITY: SURFACE MOTION
 KN0374
 KN0374  HISTORY     - Date     Condition        Report By
 KN0374  HISTORY     - 1938     MONUMENTED       CGS
 KN0374
 KN0374                          STATION DESCRIPTION
 KN0374
 KN0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0374'STATION (HUNTINGTON) IS LOCATED IN THE CENTRAL PART OF UTAH
 KN0374'IN THE E CENTRAL PART OF SANPETE COUNTY BETWEEN SPRING CREEK
 KN0374'AND HUNTINGTON CREEK CANYON IN ABOUT THE CENTER OF THE MANTI
 KN0374'NATIONAL FOREST.  IT IS ABOUT 25 MILES (AIRLINE) NW OF HUNTINGTON.
 KN0374'11 MILES NE OF MOUNT PLEASANT.  8.5 MILES ESE OF FAIRVIEW.
 KN0374'1.5 MILES W OF THE E COUNTY LINE AND ABOUT 1.5 MILES N OF N
 KN0374'SHORE OF HUNTINGTON RESERVOIR, ON A SMALL WOODED KNOLL.  THIS
 KN0374'KNOLL IS COVERED WITH ASPEN ON THE S AND W SIDES AND WITH FIR
 KN0374'SPRUCE ON THE E AND N SIDES.  A FOREST FIRE IN RECENT HAS
 KN0374'BURNED A SWATH UP THE NW FACE OF THE KNOLL.
 KN0374'
 KN0374'STATION MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN A
 KN0374'BOULDER.
 KN0374'
 KN0374'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 KN0374'HOLES IN OUTCROPPING BEDROCK.
 KN0374'
 KN0374'AZIMUTH MARK IS A STANDARD DISK SET IN CONCRETE AT THE CENTER
 KN0374'OF THE TOP OF A TILE, WHICH IS EMBEDDED IN THE GROUND.
 KN0374'
 KN0374'THE AZIMUTH MARK IS ON THE SMOOTH BARE RIDGE ABOUT 1.0 MILE
 KN0374'TO THE SE AND IS 14 FEET S OF A ROCK CAIRN AND ABOUT 145 FEET
 KN0374'AND ON RANGE NNE OF THREE ROCK CAIRNS.  (ALL MARKS ARE STAMPED
 KN0374'HUNTINGTON 1937).
 KN0374'
 KN0374'REACHED FROM HUNTINGTON, AT N END OF MAIN STREET, BY THE
 KN0374'FAIRVIEW ROAD 34.4 MILES TO A CROSS ROAD WHICH IS ABOUT 0.5
 KN0374'MILE W OF THE CREST OF THE WASATCH RANGE AND JUST BEYOND A
 KN0374'STANDARD OIL FILLING STATION AND TO THE RIGHT OF A SMALL
 KN0374'RESERVOIR.  HERE TURN SHARP LEFT (S) ON WHAT IS KNOWN AS THE
 KN0374'SKY LINE DRIVE.  CROSS DAM ON W SIDE OF RESERVOIR AND FOLLOW
 KN0374'MAIN-TRAVELED ROAD 3.55 MILES TO A CROSS-ROAD AT A SKY LINE
 KN0374'DRIVE SIGN.  THENCE LEFT (E) ON TRACK ROAD FOR 2.0 MILES.
 KN0374'THIS ROAD WILL BEAR AROUND TO THE RIGHT, PASS BENEATH A
 KN0374'TELEPHONE LINE, AND LEAD YOU S DIAGONALLY TO THE TOP OF A
 KN0374'SMOOTH BARE RIDGE, MOUNTED BY FOUR ROCK CAIRNS.  FROM HERE
 KN0374'THE SMALL WOODED PEAK ON WHICH THE STATION IS LOCATED CAN BE
 KN0374'SEEN ABOUT 1 MILE TO THE NE.  DRIVE NE ALONG THE FACE OF THE
 KN0374'BARE RIDGE AND DOWN A SPUR RIDGE FOR ABOUT 0.8 MILE TO END OF
 KN0374'TRUCK TRAVEL.  FROM HERE PACK ALONG SPUR RIDGE AND UP SLOPE
 KN0374'TO TOP OF SMALL WOODED PEAK AND STATION, ABOUT 1/2 MILE FROM
 KN0374'END OF TRUCK TRAVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0696 ***********************************************************************
 MR0696  HT_MOD      -  This is a Height Modernization Survey Station.
 MR0696  DESIGNATION -  HUNTSVILLE
 MR0696  PID         -  MR0696
 MR0696  STATE/COUNTY-  UT/WEBER
 MR0696  COUNTRY     -  US
 MR0696  USGS QUAD   -  BROWNS HOLE (2017)
 MR0696
 MR0696                         *CURRENT SURVEY CONTROL
 MR0696  ______________________________________________________________________
 MR0696* NAD 83(2011) POSITION- 41 15 18.77538(N) 111 44 54.38619(W)   ADJUSTED
 MR0696* NAD 83(2011) ELLIP HT-  1497.517 (meters)        (07/08/20)   ADJUSTED
 MR0696* NAD 83(2011) EPOCH   -  2010.00
 MR0696* NAVD 88 ORTHO HEIGHT -  1513.42  (meters)     4965.3   (feet) GPS OBS
 MR0696  ______________________________________________________________________
 MR0696  GEOID HEIGHT    -        -15.887 (meters)                     GEOID18
 MR0696  NAD 83(2011) X  - -1,779,693.511 (meters)                     COMP
 MR0696  NAD 83(2011) Y  - -4,461,189.791 (meters)                     COMP
 MR0696  NAD 83(2011) Z  -  4,184,760.156 (meters)                     COMP
 MR0696  LAPLACE CORR    -          6.06  (seconds)                    DEFLEC18
 MR0696
 MR0696  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MR0696  Standards:
 MR0696         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MR0696            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MR0696  -------------------------------------------------------------------
 MR0696  NETWORK    0.72   1.35           0.32   0.26   0.69     -0.05629132
 MR0696  -------------------------------------------------------------------
 MR0696  Click here for local accuracies and other accuracy information.
 MR0696
 MR0696.The horizontal coordinates were established by GPS observations
 MR0696.and adjusted by the National Geodetic Survey in July 2020.
 MR0696
 MR0696.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MR0696.been affixed to the stable North American tectonic plate. See 
 MR0696.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MR0696
 MR0696.The horizontal coordinates are valid at the epoch date displayed above
 MR0696.which is a decimal equivalence of Year/Month/Day.
 MR0696
 MR0696.The orthometric height was determined by GPS observations and a
 MR0696.high-resolution geoid model using precise GPS observation and
 MR0696.processing techniques.
 MR0696
 MR0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0696.GEOID18 height accuracy estimate available here.
 MR0696
 MR0696.Click photographs - Photos may exist for this station.
 MR0696
 MR0696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MR0696
 MR0696.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0696
 MR0696.The ellipsoidal height was determined by GPS observations
 MR0696.and is referenced to NAD 83.
 MR0696
 MR0696. The following values were computed from the NAD 83(2011) position.
 MR0696
 MR0696;                    North         East     Units Scale Factor Converg.
 MR0696;SPC UT N     - 1,102,404.610   479,179.166   MT  0.99995684   -0 09 49.7
 MR0696;SPC UT N     - 3,616,805.79  1,572,106.98   sFT  0.99995684   -0 09 49.7
 MR0696;UTM  12      - 4,567,359.078   437,298.187   MT  0.99964838   -0 29 36.8
 MR0696
 MR0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0696!SPC UT N     -   0.99976516  x   0.99995684  =   0.99972201
 MR0696!UTM  12      -   0.99976516  x   0.99964838  =   0.99941362
 MR0696
 MR0696:                Primary Azimuth Mark                     Grid Az
 MR0696:SPC UT N     -  HUNTSVILLE AZ MK                         092 31 59.0
 MR0696:UTM  12      -  HUNTSVILLE AZ MK                         092 51 46.1
 MR0696
 MR0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3729867359(NAD 83)
 MR0696
 MR0696|---------------------------------------------------------------------|
 MR0696| PID    Reference Object                     Distance      Geod. Az  |
 MR0696|                                                           dddmmss.s |
 MR0696| CM4890 HUNTSVILLE RM 1                      14.112 METERS 09159     |
 MR0696| CM4889 HUNTSVILLE AZ MK                                   0922209.3 |
 MR0696| CM4891 HUNTSVILLE RM 2                      17.098 METERS 21114     |
 MR0696|---------------------------------------------------------------------|
 MR0696
 MR0696                          SUPERSEDED SURVEY CONTROL
 MR0696
 MR0696  NAD 83(1994)-  41 15 18.77407(N)    111 44 54.38623(W) AD(       ) 2
 MR0696  NAD 83(1993)-  41 15 18.77385(N)    111 44 54.38565(W) AD(       ) 2
 MR0696  NAD 83(1986)-  41 15 18.76339(N)    111 44 54.37526(W) AD(       ) 2
 MR0696  NAD 27      -  41 15 18.97533(N)    111 44 51.60010(W) AD(       ) 2
 MR0696  NGVD 29            1512.36   (m)         4961.8    (f) LEVELING    3  
 MR0696
 MR0696.Superseded values are not recommended for survey control.
 MR0696
 MR0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0696.See file dsdata.pdf to determine how the superseded data were derived.
 MR0696
 MR0696_MARKER: DS = TRIANGULATION STATION DISK
 MR0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0696_STAMPING: HUNTSVILLE 1938
 MR0696_MARK LOGO: CGS
 MR0696_PROJECTION: RECESSED 2 CENTIMETERS
 MR0696_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MR0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0696+STABILITY: SURFACE MOTION
 MR0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0696+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2016
 MR0696
 MR0696  HISTORY     - Date     Condition        Report By
 MR0696  HISTORY     - 1938     MONUMENTED       CGS
 MR0696  HISTORY     - 1972     GOOD             UTDH
 MR0696  HISTORY     - 19830615 GOOD             NGS
 MR0696  HISTORY     - 20160908 GOOD             UT-057
 MR0696
 MR0696                          STATION DESCRIPTION
 MR0696
 MR0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 MR0696'STATION IS IN THE NORTHEASTERN PART OF UTAH IN ABOUT THE
 MR0696'CENTRAL PART OF WEBER COUNTY.  IT IS ABOUT 1/2 MILE NORTH
 MR0696'OF THE SOUTH FORK OF THE OGDEN RIVER, ABOUT 1-1/2 MILES
 MR0696'EAST OF HUNTSVILLE AND ABOUT 12 MILES AIRLINE EAST-NORTHEAST
 MR0696'OF OGDEN.  LOCATED ON LAND OWNED BY FRANK M. CHATLAIN.  IT IS
 MR0696'24 FEET NORTH OF CENTER LINE OF AN EAST AND WEST GRAVEL ROAD,
 MR0696'3 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE AND 3 FEET EAST
 MR0696'OF A NORTH AND SOUTH FENCE, THERE IS AN OLD HAY LOADER ABOUT
 MR0696'30 FEET NORTHEAST OF MARK.
 MR0696'
 MR0696'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 MR0696'BRONZE DISKS SET IN CONCRETE.
 MR0696'
 MR0696'REACHED FROM THE INTERSECTION OF WASHINGTON BLVD. AND 24TH
 MR0696'STREET IN OGDEN BY GOING EAST ON 24TH STREET (STATE HIGHWAY 39)
 MR0696'FOR 1.1 MILES TO HARRISON BLVD.  THENCE LEFT, NORTH, AND GO NORTH
 MR0696'AND EAST ON STATE HIGHWAY 39, OILED, UP OGDEN RIVER CANYON FOR
 MR0696'7.0 MILES TO A LEFT FORK AT RESERVOIR AND DAM.  THENCE CONTINUE
 MR0696'ON RIGHT FORK EAST AND NORTH, OILED ROAD, TO CROSSROADS AT
 MR0696'NORTHWEST SIDE OF HUNTSVILLE THENCE RIGHT, EAST, ON MONTE CRISTO
 MR0696'ROAD FOR 0.7 MILE TO A SIDE ROAD RIGHT.  THENCE LEAVE
 MR0696'MONTE CRISTO ROAD AND TURN RIGHT, SOUTH, 0.5 MILE TO A SIDE
 MR0696'ROAD LEFT JUST BEYOND AN OILED ROAD COMING IN FROM THE
 MR0696'RIGHT.  THENCE LEFT, EAST, FOR 0.7 MILE, GRAVEL ROAD, TO
 MR0696'STATION IN FENCE CORNER ON LEFT SIDE OF ROAD.  STATION IS
 MR0696'JUST EAST OF A SMALL DITCH THAT CROSSES THE ROAD.
 MR0696'
 MR0696'THE AZIMUTH MARK IS ABOUT 0.4 MILE EAST AND 20 FEET SOUTH OF THE
 MR0696'CENTER LINE OF ROAD AND 3 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 MR0696'FENCE.
 MR0696'
 MR0696'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 MR0696
 MR0696                          STATION RECOVERY (1972)
 MR0696
 MR0696'RECOVERY NOTE BY UTAH STATE DEPARTMENT OF HIGHWAYS 1972
 MR0696'TO REACH FROM THE POST OFFICE IN HUNTSVILLE, UTAH, GO NORTH 125
 MR0696'FEET TO 200 SOUTH STREET, TURN RIGHT AND PROCEED EAST .35 MILE
 MR0696'ALONG 200 SOUTH STREET TO 7700 EAST STREET, TURN RIGHT AND TRAVEL
 MR0696'SOUTH .35 MILE ALONG 7700 EAST TO 500 SOUTH STREET, TURN LEFT AND
 MR0696'FOLLOW 500 SOUTH TRAVELING EAST FOR .75 MILE TO THE STATION ON
 MR0696'THE LEFT.  POINT IS LOCATED 3 FEET NORTH OF AN EAST-WEST FENCE AT
 MR0696'THE WEST END OF A GATE, 8 FEET EAST FROM A DITCH AND 27 FEET
 MR0696'NORTH FROM THE CENTERLINE OF THE BLACKTOP ROAD.
 MR0696'
 MR0696'TO REACH AZ. MARK FROM STATION-CONTINUE EAST ON 500 SOUTH STREET
 MR0696'.40 MILE TO AZ. MARK ON SOUTH SIDE OF ROAD, 10 FEET WEST FROM POWER
 MR0696'POLE AND 1 FOOT NORTH FROM FENCE LINE
 MR0696
 MR0696                          STATION RECOVERY (1983)
 MR0696
 MR0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 MR0696'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 MR0696'RECOVERED IN GOOD CONDITION.  A SIGNAL WAS SET AT THIS STATION AND NO
 MR0696'OBSERVATIONS WERE TAKEN AT THIS TIME.  WITNESS POSTS WERE SET 15 CM (6
 MR0696'IN) EAST FROM THE STATION MARK, 0.3 M (1.0 FT) EAST-NORTHEAST FROM
 MR0696'REFERENCE MARK NO 1, 0.3 M (1.0 FT) EAST FROM REFERENCE MARK NO 2, AND
 MR0696'0.6 M (2.0 FT) EAST-NORTHEAST OF THE AZIMUTH MARK TO PROTECT THE MARKS
 MR0696'AND MAKE THEM EASIER TO FIND.
 MR0696
 MR0696                          STATION RECOVERY (2016)
 MR0696
 MR0696'RECOVERY NOTE BY WEBER COUNTY UTAH 2016 (DJM)
 MR0696'RECOVERED AS DESCRIBED.  ORANGE CARSONITE WITNESS POSTS HAVE BEEN
 MR0696'ADDED TO ALL MARKS.  APPROXIMATE ADDRESS OF MARK 8328 E 500 S,
 MR0696'HUNTSVILLE, UTAH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DK9770 ***********************************************************************
 DK9770  HT_MOD      -  This is a Height Modernization Survey Station.
 DK9770  DESIGNATION -  HURRICANE PBO MONUMENT
 DK9770  PID         -  DK9770
 DK9770  STATE/COUNTY-  UT/WASHINGTON
 DK9770  COUNTRY     -  US
 DK9770  USGS QUAD   -  SAINT GEORGE (2017)
 DK9770
 DK9770                         *CURRENT SURVEY CONTROL
 DK9770  ______________________________________________________________________
 DK9770* NAD 83(2011) POSITION- 37 03 49.92237(N) 113 34 28.98433(W)   ADJUSTED
 DK9770* NAD 83(2011) ELLIP HT-   925.195 (meters)        (06/27/12)   ADJUSTED
 DK9770* NAD 83(2011) EPOCH   -  2010.00
 DK9770* NAVD 88 ORTHO HEIGHT -   949.80  (meters)     3116.1   (feet) GPS OBS
 DK9770  ______________________________________________________________________
 DK9770  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DK9770  GEOID HEIGHT    -        -24.598 (meters)                     GEOID09
 DK9770  GEOID HEIGHT    -        -24.612 (meters)                     GEOID18
 DK9770  NAD 83(2011) X  - -2,038,302.930 (meters)                     COMP
 DK9770  NAD 83(2011) Y  - -4,671,108.286 (meters)                     COMP
 DK9770  NAD 83(2011) Z  -  3,823,609.037 (meters)                     COMP
 DK9770  LAPLACE CORR    -          3.11  (seconds)                    DEFLEC18
 DK9770
 DK9770  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK9770  Standards:
 DK9770         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK9770            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK9770  -------------------------------------------------------------------
 DK9770  NETWORK    0.83   2.14           0.38   0.28   1.09      0.12820431
 DK9770  -------------------------------------------------------------------
 DK9770  Click here for local accuracies and other accuracy information.
 DK9770
 DK9770.The horizontal coordinates were established by GPS observations
 DK9770.and adjusted by the National Geodetic Survey in June 2012.
 DK9770
 DK9770.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK9770.been affixed to the stable North American tectonic plate. See 
 DK9770.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK9770
 DK9770.The horizontal coordinates are valid at the epoch date displayed above
 DK9770.which is a decimal equivalence of Year/Month/Day.
 DK9770
 DK9770.The orthometric height was determined by GPS observations and a
 DK9770.high-resolution geoid model using precise GPS observation and
 DK9770.processing techniques.
 DK9770
 DK9770.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK9770.GEOID18 height accuracy estimate available here.
 DK9770
 DK9770.Click photographs - Photos may exist for this station.
 DK9770
 DK9770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK9770
 DK9770.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK9770
 DK9770.The ellipsoidal height was determined by GPS observations
 DK9770.and is referenced to NAD 83.
 DK9770
 DK9770. The following values were computed from the NAD 83(2011) position.
 DK9770
 DK9770;                    North         East     Units Scale Factor Converg.
 DK9770;SPC UT S     - 3,046,129.786   315,490.123   MT  1.00002971   -1 16 16.2
 DK9770;SPC UT S     - 9,993,844.14  1,035,070.51   sFT  1.00002971   -1 16 16.2
 DK9770;UTM  12      - 4,105,058.612   271,082.216   MT  1.00024560   -1 33 08.9
 DK9770
 DK9770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK9770!SPC UT S     -   0.99985483  x   1.00002971  =   0.99988454
 DK9770!UTM  12      -   0.99985483  x   1.00024560  =   1.00010039
 DK9770
 DK9770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG7108205058(NAD 83)
 DK9770
 DK9770                          SUPERSEDED SURVEY CONTROL
 DK9770
 DK9770  NAD 83(2007)-  37 03 49.92177(N)    113 34 28.98448(W) AD(2002.00) A
 DK9770  ELLIP H (02/17/09)  925.200  (m)                       GP(2007.00) 4 1
 DK9770  NAVD 88 (02/17/09)  949.81   (m)  GEOID03  model used  GPS OBS        
 DK9770
 DK9770.Superseded values are not recommended for survey control.
 DK9770
 DK9770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK9770.See file dsdata.pdf to determine how the superseded data were derived.
 DK9770
 DK9770_MARKER: Z = SEE DESCRIPTION
 DK9770_SETTING: 0 = UNSPECIFIED SETTING
 DK9770_MARK LOGO: NONE
 DK9770_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK9770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK9770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9770+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2008
 DK9770
 DK9770  HISTORY     - Date     Condition        Report By
 DK9770  HISTORY     - 20080908 MONUMENTED       GEOANA
 DK9770
 DK9770                          STATION DESCRIPTION
 DK9770
 DK9770'DESCRIBED BY GEODETIC ANALYSIS LLC 2008
 DK9770'THE STATION IS LOCATED ABOUT 12.9 MI (20.8 KM) SOUTHEAST OF SHIVWITS,
 DK9770'10.4 MI (16.7 KM) SOUTHWEST OF HARRISBURG JUNCTION AND 6.5 MI (10.5
 DK9770'KM) SOUTHEAST OF SANTA CLARA.
 DK9770'
 DK9770'THE STATION IS A REFERENCE MARK LOCATED 0.83 CM BELOW THE ANTENNA
 DK9770'REFERENCE POINT (ARP) OF A PERMANENTLY MOUNTED GNSS ANTENNA.  IT IS
 DK9770'UNAVCO PLATE BOUNDARY OBSERVATORY (PBO) STATION.
 DK9770'
 DK9770'OPERATED BY THE HARVARD-SMITHSONIAN CENTER FOR ASTROPHYSICS.  PRIMARY
 DK9770'CONTACT IS BRIAN WERNICKE, TELEPHONE 626-395-6192, FAX 626-683-0621,
 DK9770'E-MAIL BRIAN GPS.CALTECH.EDU.  SECONDARY CONTACT CONTACT IS ERIC
 DK9770'MALIKOWSKI, E-MAIL EMALIKOWSKI CFA.HARVARD.EDU.  FOR MORE INFORMATION
 DK9770'SEE WWW.UNAVCO.ORG.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0152 ***********************************************************************
 JN0152  DESIGNATION -  I 12
 JN0152  PID         -  JN0152
 JN0152  STATE/COUNTY-  UT/WAYNE
 JN0152  COUNTRY     -  US
 JN0152  USGS QUAD   -  NOTOM (2017)
 JN0152
 JN0152                         *CURRENT SURVEY CONTROL
 JN0152  ______________________________________________________________________
 JN0152* NAD 83(1986) POSITION- 38 09 16.     (N) 111 03 40.     (W)   SCALED
 JN0152* NAVD 88 ORTHO HEIGHT -  1548.868 (meters)     5081.58  (feet) POSTED
 JN0152  ______________________________________________________________________
 JN0152  GEOID HEIGHT    -        -19.658 (meters)                     GEOID18
 JN0152  DYNAMIC HEIGHT  -       1547.19  (meters)     5076.1   (feet) COMP
 JN0152  MODELED GRAVITY -    979,493.6   (mgal)                       NAVD 88
 JN0152
 JN0152  VERT ORDER      -  * POSTED, SEE BELOW
 JN0152
 JN0152.The horizontal coordinates were scaled from a map and have
 JN0152.an estimated accuracy of +/- 6 seconds.
 JN0152
 JN0152.The orthometric height was determined by differential leveling
 JN0152.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JN0152
 JN0152.* This is a POSTED BENCH MARK height.
 JN0152
 JN0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0152.GEOID18 height accuracy estimate available here.
 JN0152
 JN0152.Click photographs - Photos may exist for this station.
 JN0152
 JN0152.The dynamic height is computed by dividing the NAVD 88
 JN0152.geopotential number by the normal gravity value computed on the
 JN0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0152.degrees latitude (g = 980.6199 gals.).
 JN0152
 JN0152.The modeled gravity was interpolated from observed gravity values.
 JN0152
 JN0152;                    North         East    Units  Estimated Accuracy
 JN0152;SPC UT S     - 3,165,210.      538,470.      MT  (+/- 180 meters Scaled)
 JN0152
 JN0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH946229(NAD 83)
 JN0152
 JN0152                          SUPERSEDED SURVEY CONTROL
 JN0152
 JN0152  NGVD 29 (??/??/92) 1547.730  (m)         5077.84   (f) ADJ UNCH    1 2
 JN0152
 JN0152.Superseded values are not recommended for survey control.
 JN0152
 JN0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0152.See file dsdata.pdf to determine how the superseded data were derived.
 JN0152
 JN0152_MARKER: DB = BENCH MARK DISK
 JN0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0152_STAMPING: I 12 1921
 JN0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0152+STABILITY: SURFACE MOTION
 JN0152
 JN0152  HISTORY     - Date     Condition        Report By
 JN0152  HISTORY     - 1921     MONUMENTED       CGS
 JN0152
 JN0152                          STATION DESCRIPTION
 JN0152
 JN0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 JN0152'4.25 MI N FROM BOWNS RANCH.
 JN0152'IN WAYNE COUNTY, 4-1/4 MILES NORTH OF BOWNS RANCH, GARFIELD COUNTY,
 JN0152'1/2 MILE SOUTH OF THE POINT WHERE THE EAST ROAD FROM NOTUM TO BOWNS
 JN0152'RANCH CROSSES SAND CREEK, 200 FEET WEST OF THE FOOT OF THE MESA, AND
 JN0152'20 FEET EAST OF THE ROAD.  A STANDARD DISK, STAMPED I 12 1921 AND SET
 JN0152'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0189 ***********************************************************************
 HN0189  DESIGNATION -  I 13
 HN0189  PID         -  HN0189
 HN0189  STATE/COUNTY-  UT/KANE
 HN0189  COUNTRY     -  US
 HN0189  USGS QUAD   -  HALLS CROSSING (2017)
 HN0189
 HN0189                         *CURRENT SURVEY CONTROL
 HN0189  ______________________________________________________________________
 HN0189* NAD 83(1986) POSITION- 37 28 46.     (N) 110 44 10.     (W)   SCALED
 HN0189* NAVD 88 ORTHO HEIGHT -  1124.976 (meters)     3690.86  (feet) POSTED
 HN0189  ______________________________________________________________________
 HN0189  GEOID HEIGHT    -        -22.437 (meters)                     GEOID18
 HN0189  DYNAMIC HEIGHT  -       1123.74  (meters)     3686.8   (feet) COMP
 HN0189  MODELED GRAVITY -    979,498.8   (mgal)                       NAVD 88
 HN0189
 HN0189  VERT ORDER      -  * POSTED, SEE BELOW
 HN0189
 HN0189.The horizontal coordinates were scaled from a map and have
 HN0189.an estimated accuracy of +/- 6 seconds.
 HN0189
 HN0189.The orthometric height was determined by differential leveling
 HN0189.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0189
 HN0189.* This is a POSTED BENCH MARK height.
 HN0189
 HN0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0189.GEOID18 height accuracy estimate available here.
 HN0189
 HN0189.Click photographs - Photos may exist for this station.
 HN0189
 HN0189.The dynamic height is computed by dividing the NAVD 88
 HN0189.geopotential number by the normal gravity value computed on the
 HN0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0189.degrees latitude (g = 980.6199 gals.).
 HN0189
 HN0189.The modeled gravity was interpolated from observed gravity values.
 HN0189
 HN0189;                    North         East    Units  Estimated Accuracy
 HN0189;SPC UT S     - 3,090,480.      567,560.      MT  (+/- 180 meters Scaled)
 HN0189
 HN0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG233480(NAD 83)
 HN0189
 HN0189                          SUPERSEDED SURVEY CONTROL
 HN0189
 HN0189  NGVD 29 (??/??/92) 1123.973  (m)         3687.57   (f) ADJ UNCH    1 2
 HN0189
 HN0189.Superseded values are not recommended for survey control.
 HN0189
 HN0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0189.See file dsdata.pdf to determine how the superseded data were derived.
 HN0189
 HN0189_MARKER: DB = BENCH MARK DISK
 HN0189_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HN0189_SP_SET: UNSPEC. ROCK
 HN0189_STAMPING: I 13 1921
 HN0189_MARK LOGO: CGS
 HN0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0189
 HN0189  HISTORY     - Date     Condition        Report By
 HN0189  HISTORY     - 1921     MONUMENTED       CGS
 HN0189
 HN0189                          STATION DESCRIPTION
 HN0189
 HN0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 HN0189'IN HALLS CROSSING.
 HN0189'AT HALLS CROSSING, KANE COUNTY, 3/4 MILE WEST OF COLORADO RIVER, AT
 HN0189'THE TOP OF A BLUFF, 20 FEET WEST OF THE POINT WHERE THE ROAD TURNS TO
 HN0189'THE LEFT AFTER CROSSING A WHITE SANDSTONE FLAT AND BEFORE STARTING ITS
 HN0189'STEEP DESCENT, NEAR A CAIRN, IN ROCK, AND ABOUT LEVEL WITH THE ROAD. A
 HN0189'STANDARD DISK, STAMPED---I 13 1921---.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0008 ***********************************************************************
 LP0008  DESIGNATION -  I 2
 LP0008  PID         -  LP0008
 LP0008  STATE/COUNTY-  UT/TOOELE
 LP0008  COUNTRY     -  US
 LP0008  USGS QUAD   -  FARNSWORTH PEAK (2017)
 LP0008
 LP0008                         *CURRENT SURVEY CONTROL
 LP0008  ______________________________________________________________________
 LP0008* NAD 83(1994) POSITION- 40 43 01.25242(N) 112 14 08.66884(W)   ADJUSTED
 LP0008* NAVD 88 ORTHO HEIGHT -  1293.452 (meters)     4243.60  (feet) ADJUSTED
 LP0008  ______________________________________________________________________
 LP0008  GEOID HEIGHT    -        -17.305 (meters)                     GEOID18
 LP0008  LAPLACE CORR    -          7.50  (seconds)                    DEFLEC18
 LP0008  DYNAMIC HEIGHT  -       1292.462 (meters)     4240.35  (feet) COMP
 LP0008  MODELED GRAVITY -    979,814.2   (mgal)                       NAVD 88
 LP0008
 LP0008  HORZ ORDER      -  SECOND
 LP0008  VERT ORDER      -  FIRST     CLASS I
 LP0008
 LP0008.The horizontal coordinates were established by classical geodetic methods
 LP0008.and adjusted by the National Geodetic Survey in November 1997.
 LP0008
 LP0008.The orthometric height was determined by differential leveling and
 LP0008.adjusted by the NATIONAL GEODETIC SURVEY
 LP0008.in June 1991.
 LP0008
 LP0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0008.GEOID18 height accuracy estimate available here.
 LP0008
 LP0008.Click photographs - Photos may exist for this station.
 LP0008
 LP0008.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0008
 LP0008.The dynamic height is computed by dividing the NAVD 88
 LP0008.geopotential number by the normal gravity value computed on the
 LP0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0008.degrees latitude (g = 980.6199 gals.).
 LP0008
 LP0008.The modeled gravity was interpolated from observed gravity values.
 LP0008
 LP0008. The following values were computed from the NAD 83(1994) position.
 LP0008
 LP0008;                    North         East     Units Scale Factor Converg.
 LP0008;SPC UT C     - 2,264,901.206   437,833.893   MT  1.00001736   -0 28 16.7
 LP0008;SPC UT C     - 7,430,763.37  1,436,460.03   sFT  1.00001736   -0 28 16.7
 LP0008;UTM  12      - 4,508,078.043   395,627.813   MT  0.99973408   -0 48 22.2
 LP0008
 LP0008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0008!SPC UT C     -   0.99979986  x   1.00001736  =   0.99981721
 LP0008!UTM  12      -   0.99979986  x   0.99973408  =   0.99953399
 LP0008
 LP0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL9562708078(NAD 83)
 LP0008
 LP0008                          SUPERSEDED SURVEY CONTROL
 LP0008
 LP0008  NAD 83(1993)-  40 43 01.24841(N)    112 14 08.66758(W) AD(       ) 2
 LP0008  NAD 83(1986)-  40 43 01.24244(N)    112 14 08.66060(W) AD(       ) 2
 LP0008  NAD 27      -  40 43 01.44142(N)    112 14 05.85539(W) AD(       ) 2
 LP0008  NGVD 29 (??/??/92) 1292.461  (m)         4240.35   (f) ADJ UNCH    1 1
 LP0008  NGVD 29            1292.46   (m)         4240.3    (f) LEVELING    3  
 LP0008
 LP0008.Superseded values are not recommended for survey control.
 LP0008
 LP0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0008.See file dsdata.pdf to determine how the superseded data were derived.
 LP0008
 LP0008_MARKER: Q = CHISELED SQUARE
 LP0008_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LP0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0008
 LP0008  HISTORY     - Date     Condition        Report By
 LP0008  HISTORY     - 1908     MONUMENTED       CGS
 LP0008  HISTORY     - 1934     GOOD             CGS
 LP0008  HISTORY     - 1959     GOOD             CGS
 LP0008  HISTORY     - 1970     GOOD             NGS
 LP0008  HISTORY     - 1974     GOOD             NGS
 LP0008  HISTORY     - 1974     GOOD             NGS
 LP0008
 LP0008                          STATION DESCRIPTION
 LP0008
 LP0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0008'IN LAKE POINT.
 LP0008'AT LAKE POINT, TOOELE COUNTY, ON THE UNION PACIFIC RAILROAD, ABOUT 1
 LP0008'RAIL EAST OF THE STATION SIGN, ABOUT 128 FEET NORTH OF THE CENTER LINE
 LP0008'OF THE TRACK, 85 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 40,
 LP0008'ABOUT 28 PACES FROM THE EDGE OF THE BLUFF OVER GREAT SALT LAKE, 56
 LP0008'FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, AND ABOUT 5 FEET
 LP0008'LOWER THAN THE TRACK.  THE BOTTOM OF A SQUARE HOLE, SURROUNDED BY THE
 LP0008'LETTERS USBM, IN THE TOP OF A LIMESTONE POST RESTING ON SOLID ROCK AND
 LP0008'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 LP0008
 LP0008                          STATION RECOVERY (1959)
 LP0008
 LP0008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LP0008'RECOVERED IN GOOD CONDITION.
 LP0008
 LP0008                          STATION RECOVERY (1970)
 LP0008
 LP0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LP0008'0.5 MILE NORTH ALONG 9180 WEST STREET FROM WEBSTER SCHOOL AT MAGNA,
 LP0008'THENCE 5.4 MILES WEST ALONG U.S. HIGHWAYS 40 AND 50 ALTERNATE, THENCE
 LP0008'1.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD, 2 1/2 POLES SOUTHWEST
 LP0008'OF MILE POST 764.50, AT LAKE POINT SIDING, 128 FEET NORTHWEST OF THE
 LP0008'NORTHWEST RAIL OF THE MAIN TRACK, 107 FEET NORTHWEST OF SIDING SIGN,
 LP0008'56 FEET NORTH OF THE NORTH CORNER OF A CONCRETE FOUNDATION, 19 FEET
 LP0008'SOUTHEAST OF A FENCE, 1.0 FOOT SOUTHWEST OF A WITNESS POST, THE BOTTOM
 LP0008'OF A SQUARE HOLE IN THE TOP OF A LIMESTONE POST RESTING ON SOLID ROCK,
 LP0008'PROJECTING 0.2 FOOT AND ABOUT 3 1/2 FEET LOWER THAN THE TRACK. SEC 19,
 LP0008'T 3 W, R 1 S.
 LP0008
 LP0008                          STATION RECOVERY (1974)
 LP0008
 LP0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LP0008'TO REACH THE STATION FROM INTERSTATE HIGHWAY 80 AND GREAT
 LP0008'SALT LAKE BEACHES EXIT ABOUT 16 MILES WEST OF SALT LAKE CITY,
 LP0008'GO WEST ON INTERSTATE HIGHWAY 80 FOR 3.3 MILES TO THE MARK ON
 LP0008'THE LEFT, ON SOUTH SIDE OF INTERSTATE HIGHWAY 80.
 LP0008'
 LP0008'BM I 2 IS A 5X5-INCH SQUARE LIMESTONE POST, THAT HAS A CHISELED
 LP0008'ARROW WITHIN A SQUARE AND THE MARK PROJECTS ABOUT 2 INCHES
 LP0008'ABOVE THE GROUND.  IT IS 125 FEET NORTH OF THE NORTH RAIL
 LP0008'OF A RAILROAD TRACK, 73 FEET SOUTH OF THE SOUTH EDGE OF THE EAST
 LP0008'BOUND LANES OF INTERSTATE HIGHWAY 80, 20 FEET SOUTH OF A FENCE
 LP0008'AND 1.5 FEET WEST OF A METAL WITNESS POST.
 LP0008
 LP0008                          STATION RECOVERY (1974)
 LP0008
 LP0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LP0008'TO REACH THE BENCH MARK I 2 FROM INTERSTATE HIGHWAY 80 AND GREAT SALT
 LP0008'LAKE BEACHES EXIT, ABOUT 16 MILES WEST OF SALT LAKE CITY, GO WEST ON
 LP0008'INTERSTATE HIGHWAY 80 FOR 3.3 MILES TO THE MARK ON THE LEFT. THE MARK
 LP0008'IS A 5X5-INCH SQUARE LIMESTONE POST, THAT HAS A CHISELED ARROW WITHIN
 LP0008'A SQUARE, AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND. IT IS 125
 LP0008'FEET NORTH OF THE NORTH RAIL OF A RAILROAD TRACK, 73 FEET SOUTH OF
 LP0008'THE SOUTH EDGE OF THE EAST BOUND LANES OF INTERSTATE HIGHWAY 80, 20
 LP0008'FEET SOUTH OF A FENCE AND 1.5 FEET WEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0068 ***********************************************************************
 KO0068  DESIGNATION -  I 3
 KO0068  PID         -  KO0068
 KO0068  STATE/COUNTY-  UT/TOOELE
 KO0068  COUNTRY     -  US
 KO0068  USGS QUAD   -  SABIE MOUNTAIN (2017)
 KO0068
 KO0068                         *CURRENT SURVEY CONTROL
 KO0068  ______________________________________________________________________
 KO0068* NAD 83(1986) POSITION- 39 57 59.     (N) 112 15 15.     (W)   SCALED
 KO0068* NAVD 88 ORTHO HEIGHT -  1837.166 (meters)     6027.44  (feet) ADJUSTED
 KO0068  ______________________________________________________________________
 KO0068  GEOID HEIGHT    -        -17.785 (meters)                     GEOID18
 KO0068  DYNAMIC HEIGHT  -       1835.402 (meters)     6021.65  (feet) COMP
 KO0068  MODELED GRAVITY -    979,600.7   (mgal)                       NAVD 88
 KO0068
 KO0068  VERT ORDER      -  FIRST     CLASS I
 KO0068
 KO0068.The horizontal coordinates were scaled from a map and have
 KO0068.an estimated accuracy of +/- 6 seconds.
 KO0068
 KO0068.The orthometric height was determined by differential leveling and
 KO0068.adjusted by the NATIONAL GEODETIC SURVEY
 KO0068.in June 1991.
 KO0068
 KO0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0068.GEOID18 height accuracy estimate available here.
 KO0068
 KO0068.Click photographs - Photos may exist for this station.
 KO0068
 KO0068.The dynamic height is computed by dividing the NAVD 88
 KO0068.geopotential number by the normal gravity value computed on the
 KO0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0068.degrees latitude (g = 980.6199 gals.).
 KO0068
 KO0068.The modeled gravity was interpolated from observed gravity values.
 KO0068
 KO0068;                    North         East    Units  Estimated Accuracy
 KO0068;SPC UT C     - 2,181,570.      435,570.      MT  (+/- 180 meters Scaled)
 KO0068
 KO0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK928247(NAD 83)
 KO0068
 KO0068                          SUPERSEDED SURVEY CONTROL
 KO0068
 KO0068.No superseded survey control is available for this station.
 KO0068
 KO0068_MARKER: P = PIPE CAP
 KO0068_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0068_STAMPING: I 3 ELEV. 6023.380 FT.
 KO0068_MARK LOGO: CGD
 KO0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0068
 KO0068  HISTORY     - Date     Condition        Report By
 KO0068  HISTORY     - 1908     MONUMENTED       CGS
 KO0068  HISTORY     - 1970     GOOD             NGS
 KO0068
 KO0068                          STATION DESCRIPTION
 KO0068
 KO0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0068'5.45 MI SE FROM LOFGREEN.
 KO0068'5.45 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0068'SIGN AT LOFGREEN, 10 1/2 FEET SOUTH OF THE FIRST POLE SOUTHEAST OF
 KO0068'MILE POST 704.50, AT BOULTER SIDING, 49.2 FEET SOUTHWEST OF THE
 KO0068'SOUTHWEST RAIL OF THE MAIN TRACK, 32.0 FEET WEST-SOUTHWEST OF THE
 KO0068'SIDING SIGN POST, 53 FEET EAST OF A T JUNCTION FENCE POST, 1.6 FEET
 KO0068'NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, A CAP SCREWED
 KO0068'ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 0.1 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0304 ***********************************************************************
 HO0304  DESIGNATION -  I 8
 HO0304  PID         -  HO0304
 HO0304  STATE/COUNTY-  UT/IRON
 HO0304  COUNTRY     -  US
 HO0304  USGS QUAD   -  HEIST (2017)
 HO0304
 HO0304                         *CURRENT SURVEY CONTROL
 HO0304  ______________________________________________________________________
 HO0304* NAD 83(1986) POSITION- 37 51 44.5    (N) 113 47 50.6    (W)   HD_HELD2
 HO0304* NAVD 88 ORTHO HEIGHT -  1590.021 (meters)     5216.59  (feet) ADJUSTED
 HO0304  ______________________________________________________________________
 HO0304  GEOID HEIGHT    -        -22.852 (meters)                     GEOID18
 HO0304  DYNAMIC HEIGHT  -       1588.247 (meters)     5210.77  (feet) COMP
 HO0304  MODELED GRAVITY -    979,458.4   (mgal)                       NAVD 88
 HO0304
 HO0304  VERT ORDER      -  FIRST     CLASS II
 HO0304
 HO0304.The horizontal coordinates were established by autonomous hand held GPS
 HO0304.observations and have an estimated accuracy of +/- 10 meters.
 HO0304
 HO0304.The orthometric height was determined by differential leveling and
 HO0304.adjusted by the NATIONAL GEODETIC SURVEY
 HO0304.in June 1991.
 HO0304
 HO0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0304.GEOID18 height accuracy estimate available here.
 HO0304
 HO0304.Click photographs - Photos may exist for this station.
 HO0304
 HO0304.The dynamic height is computed by dividing the NAVD 88
 HO0304.geopotential number by the normal gravity value computed on the
 HO0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0304.degrees latitude (g = 980.6199 gals.).
 HO0304
 HO0304.The modeled gravity was interpolated from observed gravity values.
 HO0304
 HO0304;                    North         East    Units  Estimated Accuracy
 HO0304;SPC UT S     - 3,135,186.      297,868.      MT  (+/- 10 meters HH2 GPS)
 HO0304
 HO0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG5391494232(NAD 83)
 HO0304
 HO0304                          SUPERSEDED SURVEY CONTROL
 HO0304
 HO0304  NGVD 29 (??/??/92) 1588.895  (m)         5212.90   (f) ADJ UNCH    1 2
 HO0304
 HO0304.Superseded values are not recommended for survey control.
 HO0304
 HO0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0304.See file dsdata.pdf to determine how the superseded data were derived.
 HO0304
 HO0304_MARKER: P = PIPE CAP
 HO0304_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HO0304_STAMPING: ELEV. 5212.900 FT
 HO0304_MARK LOGO: CGS
 HO0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0304+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2012
 HO0304
 HO0304  HISTORY     - Date     Condition        Report By
 HO0304  HISTORY     - 1908     MONUMENTED       CGS
 HO0304  HISTORY     - 1934     GOOD             CGS
 HO0304  HISTORY     - 1971     GOOD             USGS
 HO0304  HISTORY     - 20120228 GOOD             GEOCAC
 HO0304
 HO0304                          STATION DESCRIPTION
 HO0304
 HO0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0304'2.4 MI W FROM YALE.
 HO0304'ABOUT 2.4 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM YALE, IRON
 HO0304'COUNTY, ABOUT 8-1/2 POLES WEST OF MILE POLE 519, ABOUT 108 FEET SOUTH
 HO0304'OF THE CENTER LINE OF THE TRACK, 5 FEET SOUTH OF THE RIGHT-OF-WAY
 HO0304'FENCE, AND ABOUT 4 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 HO0304'CAP, STAMPED ELEV. 5212.900 FT. AND FASTENED ON THE TOP OF AN IRON
 HO0304'PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 HO0304
 HO0304                          STATION RECOVERY (1971)
 HO0304
 HO0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HO0304'RECOVERED IN GOOD CONDITION.
 HO0304
 HO0304                          STATION RECOVERY (2012)
 HO0304
 HO0304'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 HO0304'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0179 ***********************************************************************
 JO0179  DESIGNATION -  I 9
 JO0179  PID         -  JO0179
 JO0179  STATE/COUNTY-  UT/BEAVER
 JO0179  COUNTRY     -  US
 JO0179  USGS QUAD   -  RANCH CANYON (2017)
 JO0179
 JO0179                         *CURRENT SURVEY CONTROL
 JO0179  ______________________________________________________________________
 JO0179* NAD 83(1986) POSITION- 38 29 09.2    (N) 112 59 01.1    (W)   HD_HELD2
 JO0179* NAVD 88 ORTHO HEIGHT -  1512.178 (meters)     4961.20  (feet) ADJUSTED
 JO0179  ______________________________________________________________________
 JO0179  GEOID HEIGHT    -        -20.852 (meters)                     GEOID18
 JO0179  DYNAMIC HEIGHT  -       1510.601 (meters)     4956.03  (feet) COMP
 JO0179  MODELED GRAVITY -    979,533.0   (mgal)                       NAVD 88
 JO0179  OBS GRAVITY     -    979,528.5   (mgal)                       GRAV_OBS
 JO0179
 JO0179  VERT ORDER      -  FIRST     CLASS I
 JO0179
 JO0179.The horizontal coordinates were established by autonomous hand held GPS
 JO0179.observations and have an estimated accuracy of +/- 10 meters.
 JO0179
 JO0179.The orthometric height was determined by differential leveling and
 JO0179.adjusted by the NATIONAL GEODETIC SURVEY
 JO0179.in June 1991.
 JO0179
 JO0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0179.GEOID18 height accuracy estimate available here.
 JO0179
 JO0179.Click photographs - Photos may exist for this station.
 JO0179
 JO0179.The dynamic height is computed by dividing the NAVD 88
 JO0179.geopotential number by the normal gravity value computed on the
 JO0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0179.degrees latitude (g = 980.6199 gals.).
 JO0179
 JO0179.The modeled gravity was interpolated from observed gravity values.
 JO0179
 JO0179.The observed gravity was obtained from relative gravimeter ties
 JO0179.to the IGSN71 gravity network.
 JO0179
 JO0179;                    North         East    Units  Estimated Accuracy
 JO0179;SPC UT S     - 3,202,940.      370,555.      MT  (+/- 10 meters HH2 GPS)
 JO0179
 JO0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH2698961591(NAD 83)
 JO0179
 JO0179                          SUPERSEDED SURVEY CONTROL
 JO0179
 JO0179  NGVD 29 (??/??/92) 1511.106  (m)         4957.69   (f) ADJ UNCH    1 1
 JO0179
 JO0179.Superseded values are not recommended for survey control.
 JO0179
 JO0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0179.See file dsdata.pdf to determine how the superseded data were derived.
 JO0179
 JO0179_MARKER: P = PIPE CAP
 JO0179_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JO0179_STAMPING: ELEV. 4957.687 FT.
 JO0179_MARK LOGO: CGS
 JO0179_MAGNETIC: P = MARKER IS A STEEL PIPE
 JO0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0179+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2012
 JO0179
 JO0179  HISTORY     - Date     Condition        Report By
 JO0179  HISTORY     - 1908     MONUMENTED       CGS
 JO0179  HISTORY     - 1970     GOOD             NGS
 JO0179  HISTORY     - 1984     GOOD             NGS
 JO0179  HISTORY     - 20120229 GOOD             GEOCAC
 JO0179
 JO0179                          STATION DESCRIPTION
 JO0179
 JO0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0179'6.65 MI N FROM MILFORD.
 JO0179'6.65 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JO0179'MILFORD, 3 POLES SOUTH OF A METAL BUILDING, 1 1/2 POLES SOUTH AND
 JO0179'ACROSS THE TRACK FROM MILEPOLE 583.50, 60.7 FEET EAST OF THE EAST
 JO0179'RAIL, 37.1 FEET WEST OF A FENCE, 40 FEET NORTHWEST OF A TELEPHONE
 JO0179'POLE, 2.0 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 JO0179'TRACK, A CAP SCREWED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 JO0179'0.9 FOOT ABOVE THE GROUND.
 JO0179
 JO0179                          STATION RECOVERY (1984)
 JO0179
 JO0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0179'RECOVERED IN GOOD CONDITION.
 JO0179
 JO0179                          STATION RECOVERY (2012)
 JO0179
 JO0179'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 JO0179'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0484 ***********************************************************************
 KO0484  DESIGNATION -  IBEPAH
 KO0484  PID         -  KO0484
 KO0484  STATE/COUNTY-  UT/JUAB
 KO0484  COUNTRY     -  US
 KO0484  USGS QUAD   -  IBAPAH PEAK (2017)
 KO0484
 KO0484                         *CURRENT SURVEY CONTROL
 KO0484  ______________________________________________________________________
 KO0484* NAD 83(1994) POSITION- 39 49 41.37678(N) 113 55 11.12007(W)   ADJUSTED
 KO0484* NAVD 88 ORTHO HEIGHT -  3685.9   (meters)    12093.    (feet) VERTCON3
 KO0484  ______________________________________________________________________
 KO0484  GEOID HEIGHT    -        -18.700 (meters)                     GEOID18
 KO0484  LAPLACE CORR    -          7.71  (seconds)                    DEFLEC18
 KO0484  HORZ ORDER      -  FIRST
 KO0484
 KO0484.The horizontal coordinates were established by classical geodetic methods
 KO0484.and adjusted by the National Geodetic Survey in November 1997.
 KO0484
 KO0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0484
 KO0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0484.GEOID18 height accuracy estimate available here.
 KO0484
 KO0484.Click photographs - Photos may exist for this station.
 KO0484
 KO0484.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0484
 KO0484. The following values were computed from the NAD 83(1994) position.
 KO0484
 KO0484;                    North         East     Units Scale Factor Converg.
 KO0484;SPC UT C     - 2,168,754.953   292,896.932   MT  0.99989883   -1 33 00.2
 KO0484;SPC UT C     - 7,115,323.54    960,946.02   sFT  0.99989883   -1 33 00.2
 KO0484;UTM  12      - 4,412,764.680   250,127.293   MT  1.00036873   -1 52 15.7
 KO0484;UTM  11      - 4,413,225.786   763,609.680   MT  1.00045559   +1 58 26.4
 KO0484
 KO0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0484!SPC UT C     -   0.99942502  x   0.99989883  =   0.99932390
 KO0484!UTM  12      -   0.99942502  x   1.00036873  =   0.99979353
 KO0484!UTM  11      -   0.99942502  x   1.00045559  =   0.99988034
 KO0484
 KO0484:                Primary Azimuth Mark                     Grid Az
 KO0484:SPC UT C     -  IBEPAH AZ MK 2                           224 53 47.4
 KO0484:UTM  12      -  IBEPAH AZ MK 2                           225 13 02.9
 KO0484:UTM  11      -  IBEPAH AZ MK 2                           221 22 20.8
 KO0484
 KO0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK5012712764(NAD 83)
 KO0484
 KO0484|---------------------------------------------------------------------|
 KO0484| PID    Reference Object                     Distance      Geod. Az  |
 KO0484|                                                           dddmmss.s |
 KO0484| LP0583 WEST PENINSULA PEAK                                0002704.0 |
 KO0484| LP0581 EAST PENINSULA PEAK                                0034355.9 |
 KO0484| LP0575 NORTH PEAK TREE EAST PRONG          APPROX.24.4 KM 0045931.3 |
 KO0484| LP0569 SOUTH PEAK MIDDLE TREE              APPROX.23.5 KM 0062043.9 |
 KO0484| MS0772 DESERT PEAK CAIRN                                  0170254.1 |
 KO0484| KO0485 IBEPAH AZ MK                        APPROX. 3.1 KM 0221154.6 |
 KO0484| KO0455 ANTELOPE MOUNTAIN=SWASEY PEAK       APPROX.71.2 KM 1330628.7 |
 KO0484| KO0454 SAWTOOTH MOUNTAIN=KNOTCH PEAK       APPROX.87.8 KM 1495004.7 |
 KO0484| JO0545 FRISCO MOUNT TREE                                  1591043.0 |
 KO0484| CM4893 IBEPAH RM 5                           5.454 METERS 17510     |
 KO0484| JO0582 INDIAN PEAK                                        1784257.9 |
 KO0484| KP0313 MOUNT MORIAH CAIRN                  APPROX.66.1 KM 2012127.6 |
 KO0484| KO0483 RED CHIEF CAIRN                     APPROX. 3.4 KM 2040728.2 |
 KO0484| CM4892 IBEPAH AZ MK 2                                     2232047.2 |
 KO0484| CM4894 IBEPAH RM 6                          10.987 METERS 28524     |
 KO0484| LP0570 IBEPAH SCHOOLHOUSE CUPOLA           APPROX.23.8 KM 3461639.8 |
 KO0484| LP0571 IBEPAH POST OFFICE SE CORNER        APPROX.26.2 KM 3474609.6 |
 KO0484| LP0573 DEVINES GRANARY                     APPROX.26.2 KM 3474813.3 |
 KO0484|---------------------------------------------------------------------|
 KO0484
 KO0484                          SUPERSEDED SURVEY CONTROL
 KO0484
 KO0484  NAD 83(1986)-  39 49 41.36992(N)    113 55 11.12127(W) AD(       ) 1
 KO0484  NAD 27      -  39 49 41.58700(N)    113 55 08.13600(W) AD(       ) 1
 KO0484  USCA        -  39 49 36.10900(N)    113 55 13.78000(W) AD(       ) 3
 KO0484  USSD        -  39 49 42.45900(N)    113 55 08.93300(W) AD(       ) 3
 KO0484  NGVD 29 (07/19/86) 3684.3    (m)        12088.     (f) VERT ANG       
 KO0484
 KO0484.Superseded values are not recommended for survey control.
 KO0484
 KO0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0484.See file dsdata.pdf to determine how the superseded data were derived.
 KO0484
 KO0484_MARKER: B = BOLT
 KO0484_SETTING: 66 = SET IN ROCK OUTCROP
 KO0484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0484+STABILITY: POSITION/ELEVATION WELL
 KO0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0484+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2020
 KO0484
 KO0484  HISTORY     - Date     Condition        Report By
 KO0484  HISTORY     - 1889     MONUMENTED       CGS
 KO0484  HISTORY     - 1944     SEE DESCRIPTION  CGS
 KO0484  HISTORY     - 1971     GOOD             USGS
 KO0484  HISTORY     - 20200725 GOOD             INDIV
 KO0484
 KO0484                          STATION DESCRIPTION
 KO0484
 KO0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (WE)
 KO0484'STATION IS ABOUT 15 MILES A LITTLE E OF S FROM IBEPAH POST
 KO0484'OFFICE, ON IBEPAH PEAK, IN THE DEEP CREEK RANGE OF MOUNTAINS.
 KO0484'THE PEAK HAS THE GENERAL APPEARANCE OF A ROOF OF A HOUSE WITH
 KO0484'THE RIDGE EXTENDING E AND W.  THE PEAK TERMINATES IN TWO
 KO0484'PRINCIPAL SUMMITS OF EQUAL HEIGHT, ONE AT THE EXTREME W END
 KO0484'OF THE CREST AND THE OTHER NEAR THE MIDDLE, THE STATION BEING
 KO0484'ON THE LATTER.
 KO0484'
 KO0484'STATION IS MARKED BY A COPPER BOLT IN A DRILL HOLE IN SOLID
 KO0484'ROCK, OVER WHICH IS A LAYER OF MASONRY BUILT BETWEEN THE BASES
 KO0484'OF THREE SMALL BRICK PIERS USED IN MOUNTING THE INSTRUMENT.
 KO0484'THE STATION IS NEARLY SURROUNDED BY A RINGWALL OF ROCKS 5
 KO0484'FEET HIGH, WITH AN INNER DIAMETER OF 11 FEET.
 KO0484'
 KO0484'FOUR DRILL HOLES IN SOLID ROCK ARE JUST OUTSIDE THE WALL AT THE
 KO0484'FOLLOWING DISTANCES FROM THE STATION--2.97 METERS
 KO0484'(9.7 FEET), 3.07 METERS (10.1 FEET),
 KO0484'3.25 METERS (10.7 FEET), AND 3.18 METERS
 KO0484'(10.4 FEET).
 KO0484'
 KO0484'IBEPAH ASTRONOMIC STATION, MARKED BY A MASONRY PIER, IS 21.2
 KO0484'METERS (70 FEET) N 71 DEG 09 MIN FROM THE STATION.
 KO0484
 KO0484                          STATION RECOVERY (1944)
 KO0484
 KO0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 KO0484'ALL MARKS RECOVERED.  REFERENCE MARKS 5 AND 6 AND AN AZIMUTH
 KO0484'MARK WERE ESTABLISHED.
 KO0484'
 KO0484'STATION MARK IS A COPPER BOLT WITH A CROSS MARK ON THE TOP SET
 KO0484'IN OUTCROPPING BEDROCK.  BOLT PROJECTS ABOUT 1 INCH ABOVE THE
 KO0484'ROCK.  STATION IS ABOUT 70 FEET E OF A 1-FOOT-HIGH BRICK PIER
 KO0484'AND IS NEARLY SURROUNDED BY A 5-FOOT-HIGH HEAVY ROCK WALL
 KO0484'WHICH HAS AN INNER DIAMETER OF 11 FEET.  IT IS LOCATED ON THE
 KO0484'HIGHEST PART OF THE E PEAK.  (NOTE--THE THREE BRICK PIERS
 KO0484'ORIGINALLY USED FOR MOUNTING THE INSTRUMENT HAVE BEEN REMOVED.)
 KO0484'
 KO0484'REFERENCE MARK 1 IS A LEADED
 KO0484'DRILL HOLE IN A BOULDER PROJECTING ABOUT 2 FEET ABOVE THE
 KO0484'GROUND.
 KO0484'
 KO0484'REFERENCE MARK 2 IS A LEADED
 KO0484'DRILL HOLE IN A BOULDER PROJECTING ABOUT 1 FOOT ABOVE THE
 KO0484'GROUND.
 KO0484'
 KO0484'REFERENCE MARK 3 IS A LEADED
 KO0484'DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING ABOUT 2 FEET
 KO0484'ABOVE THE GROUND.
 KO0484'
 KO0484'REFERENCE MARK 4 IS A LEADED
 KO0484'DRILL HOLE IN A SMALL BOULDER PROJECTING ABOUT 1 FOOT ABOVE
 KO0484'THE GROUND.
 KO0484'
 KO0484'REFERENCE MARKS 1 TO 4 ARE LOCATED JUST OUTSIDE THE ROCK WALL
 KO0484'WHICH SURROUNDS THE STATION AND WERE NOT CUT IN AT THIS
 KO0484'OCCUPATION.
 KO0484'
 KO0484'REFERENCE MARK 5 IS A BRONZE REFERENCE DISK SET IN A DRILL
 KO0484'HOLE IN OUTCROPPING BEDROCK PROJECTING ABOUT 1 FOOT ABOVE THE
 KO0484'GROUND.  IT IS ABOUT 10 FEET LOWER IN ELEVATION THAN THE
 KO0484'STATION MARK AND IS STAMPED IBAPAH NO 5 1944.
 KO0484'
 KO0484'REFERENCE MARK 6 IS A BRONZE REFERENCE DISK SET IN A DRILL
 KO0484'HOLE IN OUTCROPPING BEDROCK PROJECTING ABOUT 1 INCH ABOVE THE
 KO0484'GROUND AND IS STAMPED IBAPAH NO 6 1944.  IT IS ABOUT 3 FEET
 KO0484'LOWER IN ELEVATION THAN THE STATION MARK AND IS 1 FOOT E OF
 KO0484'A 3-FOOT ROCK CAIRN.
 KO0484'
 KO0484'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 KO0484'OUTCROPPING BEDROCK PROJECTING ABOUT 10 INCHES ABOVE THE GROUND
 KO0484'AND IS STAMPED IBAPAH 1944.  IT IS 28 PACES ESE OF A DOUBLE
 KO0484'PINE TREE 3 FEET IN DIAM. AND IS 2 FEET N OF A 2-FOOT ROCK
 KO0484'CAIRN WITH A POLE IN THE CENTER.
 KO0484'
 KO0484'REFERENCE MARKS 5 AND 6 AND THE AZIMUTH MARK HAVE THE STATION
 KO0484'NAME SPELLED IBAPAH.
 KO0484'
 KO0484'TO REACH THE STATION FROM IBAPAH, GO S ON THE LEFT FORK FROM
 KO0484'THE Y-JUNCTION AT THE OLD VACANT STORE BUILDING OPPOSITE THE
 KO0484'SCHOOLHOUSE FOR 3.2 MILES.  THE GOSHUTE INDIAN RESERVATION
 KO0484'HEADQUARTERS ARE ON THE RIGHT.  CONTINUE S ON GRADED ROAD ALONG
 KO0484'TELEPHONE LINE 8.8 MILES TO THE INDIAN VILLAGE.  CONTINUE S ON
 KO0484'MAIN ROAD 2.1 MILES TO A FORK ABOUT 100 YARDS S OF A SMALL
 KO0484'BRIDGE.  TAKE LEFT FORK AND GO SE UP SAGE SLOPE 3.0 MILES
 KO0484'TO THE END OF TRUCK TRAVEL AT THE BEGINNING OF A SHELF ROAD
 KO0484'INTO THE CANYON ON THE LEFT.  THE ROAD IS WASHED OUT BEYOND
 KO0484'THIS POINT.  FROM HERE THE STATION CAN BE SEEN AS A HIGH
 KO0484'DOUBLE PEAK, ABOUT 4 MILES AWAY TO THE ENE, AND JUST OVER THE
 KO0484'TOP OF A CLOSER RANGE.  PACK UP THE CANYON ABOUT 1/4 MILE TO
 KO0484'A LOG HOUSE AND AN OLD MILL SITE.  PASS TO THE LEFT OF THE LOG
 KO0484'HOUSE AND CROSS THE CREEK.  TURN SHARP LEFT (N) AND FOLLOW
 KO0484'TRAIL FOR ABOUT 200 YARDS TO TOP OF FIRST RIDGE.  TURN
 KO0484'RIGHT AND FOLLOW TRAIL ALONG RIDGE E FOR ABOUT ONE MILE,
 KO0484'PASSING THROUGH SEVERAL OPEN FIELDS AND PATCHES OF
 KO0484'WOODS, INTO THE MAIN WASH WHICH LEADS UP TO THE HIGH SADDLE
 KO0484'BETWEEN THE GRANITE PEAKS TO THE LEFT AND THE
 KO0484'BROWN-COLORED PEAKS TO THE RIGHT.  AFTER ENTERING THE WASH
 KO0484'FOLLOW THE TRAIL ALONG THE LEFT SIDE OF THE MOUNTAIN
 KO0484'STREAM FOR ABOUT 1/2 MILE, THEN TURN SHARP LEFT UP THE
 KO0484'STEEP SLOPE ALONG A BLAZED SWITCH-BACK TRAIL TO THE
 KO0484'SADDLE.  THE AZIMUTH MARK IS AT THIS POINT AND THE STATION CAN
 KO0484'BE SEEN ABOUT 2 MILES AWAY TO THE NE OF THE HIGH GRANITE PEAK.
 KO0484'GO NE DOWN A WASH THROUGH THE MEADOW NEARLY TO WHERE THE WASH
 KO0484'ENTERS WOODS AT END OF MEADOW.  TURN LEFT INTO THE WOODS ALONG
 KO0484'A TRAIL AND FOLLOW THIS TRAIL FOR ABOUT 2-1/2 MILES THROUGH
 KO0484'WOODS, THROUGH A BURNED-OVER AREA, AND ALONG THE DIVIDE TO
 KO0484'THE HIGH PEAK AND THE STATION.
 KO0484
 KO0484                          STATION RECOVERY (1971)
 KO0484
 KO0484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KO0484'RECOVERED IN GOOD CONDITION.  REACHED BY HELICOPTER.
 KO0484'
 KO0484'STATION MARK--COPPER BOLT WITH A CROSS MARK ON THE TOP, SET IN
 KO0484'OUTCROPPING BEDROCK.  BOLT PROJECTS ABOUT 1 IN. ABOVE THE ROCK.
 KO0484
 KO0484                          STATION RECOVERY (2020)
 KO0484
 KO0484'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (TWG)
 KO0484'I REACHED FOLLOWING THE GANDY UT ROAD UP FROM WHERE IT INTERSECT
 KO0484'US-50.  MILEAGE FROM THE US-50 INTERSECTION IS APPROXIMATELY 50 MI
 KO0484'(80.5 KM) TO WHERE THIS ROAD INTERSECTS THE GRANITE CREEK ROAD.
 KO0484'FOLLOW THE GRANITE CREEK ROAD AS FAR AS VEHICLE TRAVEL ALLOWS.  WITH
 KO0484'AN ATV ONE CAN DRIVE ALL THE WAY TO THE END OF THE ROAD WHERE CABLES
 KO0484'BLOCK FURTHER TRAVEL.  FROM HERE IT IS A LONG 10.6 MI (17.1 KM) ROUND
 KO0484'TRIP HIKE FOLLOWING A GOOD HIKING TRAIL WEST UP TO A HIGH SADDLE AND
 KO0484'OPEN MEADOW.  THEN GO NORTH BYPASSING A LOWER PEAK, STAYING HIGHER UP
 KO0484'NEAR THE PEAK IS BETTER TERRAIN THAN LOWER.  ONCE ON THE NORTH SIDE OF
 KO0484'THIS PEAK, ONE WILL INTERSECT A WELL WORN TRAIL THAT SWITCHBACKS UP TO
 KO0484'THE IBAPAH SUMMIT AND STATION.
 KO0484'
 KO0484'ALL OF THE BRICK STRUCTURE HAS BEEN REMOVED AND MANY OF THE BRICKS ARE
 KO0484'PILED UP ABOUT 10 FT (3.0 M) LOWER THAN THE STATION.  THE CAIRN THAT
 KO0484'WAS NEAR REFERENCE MARK NUMBER 6 IS NO LONGER THERE.  THE STATION MARK
 KO0484'IS UNDISTURBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0570 ***********************************************************************
 LP0570  DESIGNATION -  IBEPAH SCHOOLHOUSE CUPOLA
 LP0570  PID         -  LP0570
 LP0570  STATE/COUNTY-  UT/TOOELE
 LP0570  COUNTRY     -  US
 LP0570  USGS QUAD   -  IBAPAH (2017)
 LP0570
 LP0570                         *CURRENT SURVEY CONTROL
 LP0570  ______________________________________________________________________
 LP0570* NAD 83(1994) POSITION- 40 02 12.00308(N) 113 59 09.59449(W)   ADJUSTED
 LP0570  ______________________________________________________________________
 LP0570  GEOID HEIGHT    -        -19.036 (meters)                     GEOID18
 LP0570  LAPLACE CORR    -          3.74  (seconds)                    DEFLEC18
 LP0570  HORZ ORDER      -  THIRD
 LP0570
 LP0570.The horizontal coordinates were established by classical geodetic methods
 LP0570.and adjusted by the National Geodetic Survey in November 1997.
 LP0570
 LP0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0570.GEOID18 height accuracy estimate available here.
 LP0570
 LP0570.Click photographs - Photos may exist for this station.
 LP0570
 LP0570.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0570
 LP0570. The following values were computed from the NAD 83(1994) position.
 LP0570
 LP0570;                    North         East     Units Scale Factor Converg.
 LP0570;SPC UT C     - 2,192,050.458   287,872.067   MT  0.99990500   -1 35 32.9
 LP0570;SPC UT C     - 7,191,752.21    944,460.27   sFT  0.99990500   -1 35 32.9
 LP0570;UTM  12      - 4,436,099.595   245,232.347   MT  1.00039911   -1 55 18.7
 LP0570;UTM  11      - 4,436,180.156   757,157.277   MT  1.00041417   +1 56 23.6
 LP0570
 LP0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK4523236099(NAD 83)
 LP0570
 LP0570                          SUPERSEDED SURVEY CONTROL
 LP0570
 LP0570  NAD 83(1986)-  40 02 11.99686(N)    113 59 09.59574(W) AD(       ) 3
 LP0570  NAD 27      -  40 02 12.22100(N)    113 59 06.58500(W) AD(       ) 3
 LP0570
 LP0570.Superseded values are not recommended for survey control.
 LP0570
 LP0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0570.See file dsdata.pdf to determine how the superseded data were derived.
 LP0570
 LP0570_MARKER: 86 = CUPOLA
 LP0570
 LP0570  HISTORY     - Date     Condition        Report By
 LP0570  HISTORY     - 1944     FIRST OBSERVED   CGS
 LP0570
 LP0570                          STATION DESCRIPTION
 LP0570
 LP0570'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0576 ***********************************************************************
 LP0576  DESIGNATION -  IBEPAH TELEGRAPH OFFICE FLAG
 LP0576  PID         -  LP0576
 LP0576  STATE/COUNTY-  UT/TOOELE
 LP0576  COUNTRY     -  US
 LP0576  USGS QUAD   -  IBAPAH (2017)
 LP0576
 LP0576                         *CURRENT SURVEY CONTROL
 LP0576  ______________________________________________________________________
 LP0576* NAD 83(1994) POSITION- 40 03 24.13146(N) 113 59 17.38459(W)   ADJUSTED
 LP0576* NAVD 88 ORTHO HEIGHT -  1591.    (meters)     5220.    (feet) SCALED
 LP0576  ______________________________________________________________________
 LP0576  GEOID HEIGHT    -        -19.037 (meters)                     GEOID18
 LP0576  LAPLACE CORR    -          3.11  (seconds)                    DEFLEC18
 LP0576  HORZ ORDER      -  THIRD
 LP0576
 LP0576.The horizontal coordinates were established by classical geodetic methods
 LP0576.and adjusted by the National Geodetic Survey in November 1997.
 LP0576
 LP0576.The orthometric height was scaled from a topographic map.
 LP0576
 LP0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0576.GEOID18 height accuracy estimate available here.
 LP0576
 LP0576.Click photographs - Photos may exist for this station.
 LP0576
 LP0576.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0576
 LP0576. The following values were computed from the NAD 83(1994) position.
 LP0576
 LP0576;                    North         East     Units Scale Factor Converg.
 LP0576;SPC UT C     - 2,194,279.192   287,749.342   MT  0.99990629   -1 35 37.9
 LP0576;SPC UT C     - 7,199,064.32    944,057.63   sFT  0.99990629   -1 35 37.9
 LP0576;UTM  12      - 4,438,330.099   245,122.398   MT  1.00039980   -1 55 26.6
 LP0576;UTM  11      - 4,438,398.218   756,897.320   MT  1.00041253   +1 56 21.5
 LP0576
 LP0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0576!SPC UT C     -   0.99975344  x   0.99990629  =   0.99965975
 LP0576!UTM  12      -   0.99975344  x   1.00039980  =   1.00015314
 LP0576!UTM  11      -   0.99975344  x   1.00041253  =   1.00016587
 LP0576
 LP0576:                Primary Azimuth Mark                     Grid Az
 LP0576:SPC UT C     -  IBEPAH AZ MK                             164 17 44.7
 LP0576:UTM  12      -  IBEPAH AZ MK                             164 37 33.4
 LP0576:UTM  11      -  IBEPAH AZ MK                             160 45 45.3
 LP0576
 LP0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK4512238330(NAD 83)
 LP0576
 LP0576|---------------------------------------------------------------------|
 LP0576| PID    Reference Object                     Distance      Geod. Az  |
 LP0576|                                                           dddmmss.s |
 LP0576| LP0572 IBEPAH POST OFFICE ECC              365.942 METERS 05401     |
 LP0576| LP0575 NORTH PEAK TREE EAST PRONG          APPROX. 8.0 KM 0975138.8 |
 LP0576| LP0569 SOUTH PEAK MIDDLE TREE              APPROX. 8.7 KM 1031916.6 |
 LP0576| KO0485 IBEPAH AZ MK                        APPROX.23.6 KM 1624206.8 |
 LP0576|---------------------------------------------------------------------|
 LP0576
 LP0576                          SUPERSEDED SURVEY CONTROL
 LP0576
 LP0576  NAD 83(1986)-  40 03 24.14721(N)    113 59 17.39103(W) AD(       ) 3
 LP0576  NAD 27      -  40 03 24.27100(N)    113 59 14.39700(W) AD(       ) 3
 LP0576  USCA        -  40 03 18.69000(N)    113 59 20.07000(W) AD(       ) 3
 LP0576  USSD        -  40 03 25.13700(N)    113 59 15.17900(W) AD(       ) 3
 LP0576
 LP0576.Superseded values are not recommended for survey control.
 LP0576
 LP0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0576.See file dsdata.pdf to determine how the superseded data were derived.
 LP0576
 LP0576_MARKER: 83 = FLAGSTAFF
 LP0576
 LP0576  HISTORY     - Date     Condition        Report By
 LP0576  HISTORY     - 1889     FIRST OBSERVED   CGS
 LP0576
 LP0576                          STATION DESCRIPTION
 LP0576
 LP0576'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0687 ***********************************************************************
 LN0687  DESIGNATION -  ICE CAVE PEAK
 LN0687  PID         -  LN0687
 LN0687  STATE/COUNTY-  UT/UINTAH
 LN0687  COUNTRY     -  US
 LN0687  USGS QUAD   -  ICE CAVE PEAK (2017)
 LN0687
 LN0687                         *CURRENT SURVEY CONTROL
 LN0687  ______________________________________________________________________
 LN0687* NAD 83(1994) POSITION- 40 36 26.28673(N) 109 54 39.90915(W)   ADJUSTED
 LN0687* NAVD 88 ORTHO HEIGHT -  3062.3   (meters)    10047.    (feet) VERTCON3
 LN0687  ______________________________________________________________________
 LN0687  GEOID HEIGHT    -        -14.213 (meters)                     GEOID18
 LN0687  LAPLACE CORR    -         11.43  (seconds)                    DEFLEC18
 LN0687  HORZ ORDER      -  FIRST
 LN0687
 LN0687.The horizontal coordinates were established by classical geodetic methods
 LN0687.and adjusted by the National Geodetic Survey in November 1997.
 LN0687
 LN0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0687
 LN0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0687.GEOID18 height accuracy estimate available here.
 LN0687
 LN0687.Click photographs - Photos may exist for this station.
 LN0687
 LN0687.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0687
 LN0687. The following values were computed from the NAD 83(1994) position.
 LN0687
 LN0687;                    North         East     Units Scale Factor Converg.
 LN0687;SPC UT C     - 2,253,656.556   634,465.398   MT  0.99998966   +1 01 04.2
 LN0687;SPC UT C     - 7,393,871.55  2,081,575.23   sFT  0.99998966   +1 01 04.2
 LN0687;UTM  12      - 4,495,735.137   592,121.580   MT  0.99970446   +0 42 31.7
 LN0687
 LN0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0687!SPC UT C     -   0.99952208  x   0.99998966  =   0.99951175
 LN0687!UTM  12      -   0.99952208  x   0.99970446  =   0.99922668
 LN0687
 LN0687:                Primary Azimuth Mark                     Grid Az
 LN0687:SPC UT C     -  ICE CAVE PEAK AZ MK                      162 08 36.4
 LN0687:UTM  12      -  ICE CAVE PEAK AZ MK                      162 27 08.9
 LN0687
 LN0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK9212195735(NAD 83)
 LN0687
 LN0687|---------------------------------------------------------------------|
 LN0687| PID    Reference Object                     Distance      Geod. Az  |
 LN0687|                                                           dddmmss.s |
 LN0687| CP5565 ICE CAVE PEAK RM 1                   11.372 METERS 11328     |
 LN0687| CP5564 ICE CAVE PEAK AZ MK                                1630940.6 |
 LN0687| CP5566 ICE CAVE PEAK RM 2                   11.448 METERS 23040     |
 LN0687|---------------------------------------------------------------------|
 LN0687
 LN0687                          SUPERSEDED SURVEY CONTROL
 LN0687
 LN0687  NAD 83(1993)-  40 36 26.28649(N)    109 54 39.90994(W) AD(       ) 1
 LN0687  NAD 83(1986)-  40 36 26.26646(N)    109 54 39.89711(W) AD(       ) 1
 LN0687  NAD 27      -  40 36 26.43400(N)    109 54 37.35500(W) AD(       ) 1
 LN0687  NGVD 29 (07/19/86) 3060.7    (m)        10042.     (f) VERT ANG       
 LN0687
 LN0687.Superseded values are not recommended for survey control.
 LN0687
 LN0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0687.See file dsdata.pdf to determine how the superseded data were derived.
 LN0687
 LN0687_MARKER: DS = TRIANGULATION STATION DISK
 LN0687_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LN0687_STAMPING: ICE CAVE PEAK 1936
 LN0687_MARK LOGO: CGS
 LN0687_MAGNETIC: P = MARKER IS A STEEL PIPE
 LN0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0687
 LN0687  HISTORY     - Date     Condition        Report By
 LN0687  HISTORY     - 1936     MONUMENTED       CGS
 LN0687  HISTORY     - 1947     GOOD             CGS
 LN0687  HISTORY     - 1961     GOOD             CGS
 LN0687  HISTORY     - 1961     GOOD             USGS
 LN0687
 LN0687                          STATION DESCRIPTION
 LN0687
 LN0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 LN0687'THIRTEEN MILES NNW OF VILLAGE OF LAPOINT, 4 MILES DUE S OF
 LN0687'PARADISE PARK RANGER STATION, 1 MILE W OF GRADED MOSBY MOUNTAIN
 LN0687'ROAD, ON HIGHEST POINT OF ICE CAVE PEAK, WHICH IS THE HIGHEST
 LN0687'POINT ON MOSBY MOUNTAIN.  PEAK IS COVERED WITH ASPEN AND PINE
 LN0687'TREES.  STATION IS 6 FEET NE OF 8-INCH ASPEN WITH TRIANGLE-SHAPED
 LN0687'BLAZE CUT IN IT.  TO REACH STATION FROM LAPOINT, GO E ON MAIN
 LN0687'HIGHWAY 0.4 MILE ACROSS SECOND SMALL BRIDGE REACHED AFTER
 LN0687'LEAVING TOWN.  CONTINUE 0.1 MILE TO T-INTERSECTION.  LEAVE
 LN0687'HIGHWAY, TURN LEFT, AND FOLLOW GRADED ROAD 5.0 MILES.  FOLLOW
 LN0687'LEFT FORK UP SMALL HILL AND GO NORTHWESTERLY 5.8 MILES TO
 LN0687'COAL MINE.  PASS COAL MINE AND FOLLOW MAIN GRADED ROAD
 LN0687'NORTHERLY 4.4 MILES TO CATTLE GUARD AND BOUNDARY OF ASHLEY
 LN0687'NATIONAL FOREST.  CONTINUE ON 7.3 MILES TO WHERE SAWMILL ROAD
 LN0687'LEADS TO RIGHT.  KEEP STRAIGHT AHEAD FOR 2.2 MILES TO
 LN0687'PARADISE VALLEY (OR PARK) RANGER STATION.  IT IS ADVISABLE TO
 LN0687'SECURE AID FROM RANGER FOR REMAINDER OF JOURNEY, WHICH MAY BE
 LN0687'DESCRIBED AS FOLLOWS--FROM RANGER STATION BACK TRACK
 LN0687'SOUTHERLY OVER ROUTE OF APPROACH 3.8 MILES, TO WHERE FOREST
 LN0687'SERVICE SIGN ON W SIDE OF ROAD READS MOSBY MOUNTAIN SNOW
 LN0687'SURVEY COURSE NO. 1, ELEVATION 9,700 FEET.  AT POINT 150
 LN0687'FEET N OF THIS IS TRAIL BLAZED TO W FROM LOG CULVERT.  FOLLOW
 LN0687'THIS TRAIL W SOUTHWESTERLY CAREFULLY AS THERE ARE NUMEROUS
 LN0687'UNNECESSARY BLAZES IN VICINITY.  AFTER ABOUT 1/4 TO 1/2
 LN0687'MILE OLD LOG ROAD IS REACHED.  FOLLOW LOG ROAD IN SOUTHERLY
 LN0687'DIRECTION, KEEPING TO MAIN TRACK ROAD FOR 200 PACES TO WHERE PINE
 LN0687'TREE HAS FALLEN ACROSS IT.  LEAVE TRACK ROAD AND FOLLOW BLAZED
 LN0687'TRAIL IN W SOUTHWESTERLY DIRECTION 250 PACES TO JUNCTION WITH
 LN0687'ANOTHER DIM LOG ROAD.  FOLLOW THIS NEW ROAD WHICH GRADUALLY
 LN0687'DEVELOPS INTO COW PATH, WESTERLY TO CLEARING.  CROSS CLEARING
 LN0687'AND SKIRT ITS EDGE TO TOP OF SMALL RIDGE WHICH LEADS
 LN0687'SOUTHWESTERLY.  FOLLOW RIDGE NORTHWESTERLY TO TOP OF MOUNTAIN
 LN0687'AND STATION.  STATION MARK IS STANDARD DISK IN PIPE,
 LN0687'PROJECTING 7 INCHES ABOVE THE GROUND.  REFERENCE MARKS ARE
 LN0687'STANDARD DISKS IN PIPES.  REFERENCE MARK NO. 1 IS 38.2 FEET
 LN0687'ESE OF BLAZED TREE AND 11.380 METERS (37.34 FEET) (SLOPE
 LN0687'DISTANCE) ESE OF STATION S 66 DEG 30 MIN E.  NO. 2 IS
 LN0687'32.1 FEET WSW OF BLAZED TREE AND 11.450 METERS (37.57 FEET)
 LN0687'(SLOPE DISTANCE WSW OF STATION S 50 DEG 38 MIN W.
 LN0687'DISTANCE BETWEEN REFERENCE MARKS IS 63.90 FEET (SLOPE
 LN0687'DISTANCE).  AZIMUTH MARK IS STANDARD DISK IN PIPE PROJECTING 6
 LN0687'INCHES ABOVE THE GROUND, ON S SLOPE OF MOUNTAIN AT
 LN0687'PLACE WHERE GROUND LEVELS OFF FOR A FEW YARDS, AND ABOUT
 LN0687'150 YARDS SSW FROM STATION S 16 DEG 50 MIN E.
 LN0687
 LN0687                          STATION RECOVERY (1947)
 LN0687
 LN0687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LN0687'STATION AND ALL MARKS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 LN0687'CONDITION EXCEPT THAT THE AZIMUTH MARK IS A BRONZE DISK SET IN
 LN0687'A BOULDER INSTEAD OF AN IRON PIPE AS PREVIOUSLY DESCRIBED.
 LN0687'
 LN0687'LOCATED 13 MILES NORTH-NORTHWEST OF VILLAGE OF LAPOINT, 4 MILES
 LN0687'DUE SOUTH OF PARADISE PARK RANGER STATION, 1 MILE WEST OF GRADED
 LN0687'MOSBY MOUNTAIN ROAD, ON HIGHEST POINT OF ICE CAVE PEAK WHICH IS
 LN0687'THE HIGHEST POINT ON MOSBY MOUNTAIN.  PEAK IS COVERED WITH ASPEN
 LN0687'AND PINE TREES.  STATION IS 6 FEET NORTHEAST OF AN 8-INCH ASPEN
 LN0687'WITH TRIANGLE BLAZE CUT IN IT.  STATION MARK IS A BRONZE DISK IN
 LN0687'PIPE, PROJECTS 6 INCHES, AND IS STAMPED--ICE CAVE PEAK 1936.
 LN0687'
 LN0687'REFERENCE MARK NO. 1 IS ABOUT 1-1/2 FEET LOWER THAN THE STATION.
 LN0687'IT IS A BRONZE DISK SET IN A PIPE, STAMPED--ICE CAVE PEAK NO 1
 LN0687'1936, AND PROJECTS 6 INCHES.
 LN0687'
 LN0687'REFERENCE MARK NO. 2 IS AT ABOUT THE SAME ELEVATION AS THE STATION
 LN0687'MARK.  IT IS A BRONZE DISK SET IN A PIPE, STAMPED--ICE CAVE PEAK
 LN0687'NO 2 1936, AND PROJECTS 8 INCHES.
 LN0687'
 LN0687'THE AZIMUTH MARK IS ON THE SOUTH SLOPE OF THE MOUNTAIN WHERE THE
 LN0687'GROUND LEVELS OFF ABOUT 150 YARDS FROM THE STATION.  MARK
 LN0687'CORRESPONDS, PROJECTS 4 INCHES, AND IS STAMPED--
 LN0687'ICE CAVE PEAK 1936.
 LN0687'
 LN0687'REACHED FROM LAPOINT BY GOING EAST ON MAIN HIGHWAY 0.5 MILE
 LN0687'TO T INTERSECTION AFTER CROSSING TWO BRIDGES.  LEAVE HIGHWAY
 LN0687'AND TURN LEFT, AND FOLLOW GRADED ROAD 5.2 MILES TO FORKS.  TAKE
 LN0687'RIGHT FORK AND FOLLOW MAIN TRAVELED ROAD FOR 1.85 MILES TO
 LN0687'FORKS.  TAKE LEFT FORK TO THE NORTHWEST FOR 1.75 MILES TO FENCE
 LN0687'AND CATTLE GUARD.  CONTINUE 1.3 MILES TO FORKS AND COAL MINE
 LN0687'ON LEFT OF ROAD.  TAKE LEFT FORK STRAIGHT AHEAD 4.6 MILES TO
 LN0687'CATTLE GUARD AND BOUNDARY OF ASHLEY NATIONAL FOREST.  CONTINUE
 LN0687'5.9 MILES TO SIGN MOSBY MOUNTAIN SNOW SURVEY COURSE NO. 1
 LN0687'ELEVATION 9,700 FEET.  CONTINUE STRAIGHT AHEAD 0.3 MILE TO
 LN0687'AN OLD LOGGING ROAD LEADING LEFT.  LEAVE MAIN ROAD AND GO
 LN0687'ABOUT 0.6 MILE ON LOGGING ROAD TO FORKS.  TAKE THE RIGHT FORK
 LN0687'ON A DIM BUT WELL-BLAZED LOGGING ROAD TO CLEARING AND END OF
 LN0687'TRUCK TRAVEL FOR A 2-WHEEL DRIVE.  WITH A 4-WHEEL DRIVE, CROSS
 LN0687'CLEARING AND SKIRT ITS EDGE TO TOP OF SMALL RIDGE.  FOLLOW RIDGE
 LN0687'TO THE NORTHWEST TO TOP OF MOUNTAIN AND STATION, FOR A TOTAL
 LN0687'DISTANCE OF 1.25 MILES.
 LN0687'
 LN0687'OBSERVATIONS MADE FROM A 1.3 M TRIPOD.
 LN0687
 LN0687                          STATION RECOVERY (1961)
 LN0687
 LN0687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RLG)
 LN0687'STATION AND MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 LN0687
 LN0687                          STATION RECOVERY (1961)
 LN0687
 LN0687'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LN0687'REACHED BY HELICOPTER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0259 ***********************************************************************
 MS0259  DESIGNATION -  IDA 80 150
 MS0259  PID         -  MS0259
 MS0259  STATE/COUNTY-  UT/BOX ELDER
 MS0259  COUNTRY     -  US
 MS0259  USGS QUAD   -  MONUMENT PEAK NE (2017)
 MS0259
 MS0259                         *CURRENT SURVEY CONTROL
 MS0259  ______________________________________________________________________
 MS0259* NAD 83(1994) POSITION- 41 59 57.53145(N) 112 50 39.15594(W)   ADJUSTED
 MS0259* NAVD 88 ORTHO HEIGHT -  1366.898 (meters)     4484.56  (feet) ADJUSTED
 MS0259  ______________________________________________________________________
 MS0259  GEOID HEIGHT    -        -14.899 (meters)                     GEOID18
 MS0259  LAPLACE CORR    -          1.56  (seconds)                    DEFLEC18
 MS0259  DYNAMIC HEIGHT  -       1365.980 (meters)     4481.55  (feet) COMP
 MS0259  MODELED GRAVITY -    979,903.5   (mgal)                       NAVD 88
 MS0259
 MS0259  HORZ ORDER      -  SECOND
 MS0259  VERT ORDER      -  SECOND    CLASS 0
 MS0259
 MS0259.The horizontal coordinates were established by classical geodetic methods
 MS0259.and adjusted by the National Geodetic Survey in November 1997.
 MS0259
 MS0259.The orthometric height was determined by differential leveling and
 MS0259.adjusted by the NATIONAL GEODETIC SURVEY
 MS0259.in June 1991.
 MS0259
 MS0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0259.GEOID18 height accuracy estimate available here.
 MS0259
 MS0259.Click photographs - Photos may exist for this station.
 MS0259
 MS0259.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0259
 MS0259.The dynamic height is computed by dividing the NAVD 88
 MS0259.geopotential number by the normal gravity value computed on the
 MS0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0259.degrees latitude (g = 980.6199 gals.).
 MS0259
 MS0259.The modeled gravity was interpolated from observed gravity values.
 MS0259
 MS0259. The following values were computed from the NAD 83(1994) position.
 MS0259
 MS0259;                    North         East     Units Scale Factor Converg.
 MS0259;SPC UT N     - 1,185,879.186   388,629.725   MT  1.00004220   -0 53 10.7
 MS0259;SPC UT N     - 3,890,671.96  1,275,029.36   sFT  1.00004220   -0 53 10.7
 MS0259;SPC UT N     - 3,890,671.96  1,275,029.36   sFT  1.00004220   -0 53 10.7
 MS0259;SPC ID C     -    37,591.525   595,754.763   MT  1.00006015   +0 46 24.3
 MS0259;SPC ID C     -   123,331.53  1,954,572.08   sFT  1.00006015   +0 46 24.3
 MS0259;SPC UT N     - 1,185,879.186   388,629.725   MT  1.00004220   -0 53 10.7
 MS0259;UTM  12      - 4,651,345.175   347,262.469   MT  0.99988706   -1 14 03.3
 MS0259
 MS0259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0259!SPC UT N     -   0.99978799  x   1.00004220  =   0.99983019
 MS0259!SPC ID C     -   0.99978799  x   1.00006015  =   0.99984813
 MS0259!SPC UT N     -   0.99978799  x   1.00004220  =   0.99983019
 MS0259!UTM  12      -   0.99978799  x   0.99988706  =   0.99967508
 MS0259
 MS0259:                Primary Azimuth Mark                     Grid Az
 MS0259:SPC UT N     -  IDA 80 150 AZ MK                         177 01 27.1
 MS0259:SPC ID C     -  IDA 80 150 AZ MK                         175 21 52.1
 MS0259:SPC UT N     -  IDA 80 150 AZ MK                         177 01 27.1
 MS0259:UTM  12      -  IDA 80 150 AZ MK                         177 22 19.7
 MS0259
 MS0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM4726251345(NAD 83)
 MS0259
 MS0259|---------------------------------------------------------------------|
 MS0259| PID    Reference Object                     Distance      Geod. Az  |
 MS0259|                                                           dddmmss.s |
 MS0259| MS0257 IDA 80 150 RM 1                      12.553 METERS 09313     |
 MS0259| MS0256 IDA 80 150 AZ MK                                   1760816.4 |
 MS0259| MS0258 IDA 80 150 RM 2                      15.477 METERS 26601     |
 MS0259|---------------------------------------------------------------------|
 MS0259
 MS0259                          SUPERSEDED SURVEY CONTROL
 MS0259
 MS0259  NAD 83(1986)-  41 59 57.52422(N)    112 50 39.13627(W) AD(       ) 2
 MS0259  NAD 27      -  41 59 57.81630(N)    112 50 36.19590(W) AD(       ) 2
 MS0259  NGVD 29 (??/??/92) 1365.853  (m)         4481.14   (f) ADJ UNCH    2 0
 MS0259  NGVD 29            1365.89   (m)         4481.3    (f) LEVELING    3  
 MS0259
 MS0259.Superseded values are not recommended for survey control.
 MS0259
 MS0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0259.See file dsdata.pdf to determine how the superseded data were derived.
 MS0259
 MS0259_MARKER: DS = TRIANGULATION STATION DISK
 MS0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0259_STAMPING: IDA 80-150 1960
 MS0259_MARK LOGO: CGS
 MS0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0259+STABILITY: SURFACE MOTION
 MS0259
 MS0259  HISTORY     - Date     Condition        Report By
 MS0259  HISTORY     - 1960     MONUMENTED       CGS
 MS0259  HISTORY     - 1960     GOOD             CGS
 MS0259
 MS0259                          STATION DESCRIPTION
 MS0259
 MS0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 MS0259'THE STATION IS LOCATED ABOUT 8 MILES, AIRLINE, WEST NORTHWEST
 MS0259'OF SNOWVILLE, UTAH, 9 MILES, AIRLINE, SOUTHWEST OF THE CURLEW
 MS0259'RESERVOIR, AND 2-1/2 MILES NORTH OF U.S. HIGHWAY 30 S.
 MS0259'
 MS0259'TO REACH THE STATION FROM THE MAIN INTERSECTION IN SNOWVILLE,
 MS0259'GO WEST ON U.S. HIGHWAY 30S FOR 6.2 MILES TO A SIDE ROAD AND WIRE
 MS0259'GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE, AND GO
 MS0259'NORTHERLY FOR 1.4 MILES TO A DOUBLE GATE AT A FENCE CORNER.
 MS0259'PASS THROUGH THE GATE ON THE RIGHT AND FOLLOW THE FENCELINE
 MS0259'0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH
 MS0259'ALONG A LANE FOR 0.95 MILE TO A FENCE CORNER AND A DIM
 MS0259'CROSSROAD.  TURN LEFT AND GO 0.05 MILE TO THE STATION ON
 MS0259'THE LEFT.
 MS0259'
 MS0259'THE STATION MARK IS A STANDARD DISK STAMPED IDA 80-150 1960,
 MS0259'SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS 4
 MS0259'INCHES ABOVE GROUND LEVEL.  MARK IS SET ON THE UTAH-IDAHO
 MS0259'STATE LINE, 3 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN
 MS0259'ATTACHED.
 MS0259'
 MS0259'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED IDA 80-150 NO 1
 MS0259'1960, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS
 MS0259'3 INCHES ABOVE GROUND LEVEL.  MARK IS 1 FOOT NORTH OF A FENCELINE.
 MS0259'
 MS0259'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED IDA 80-150 NO
 MS0259'2 1960, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH
 MS0259'PROJECTS 3 INCHES ABOVE GROUND LEVEL.  MARK IS 1 FOOT NORTH OF
 MS0259'A FENCELINE.
 MS0259'
 MS0259'THE AZIMUTH MARK IS A STANDARD DISK STAMPED IDA 80-150 1960,
 MS0259'SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER FLUSH WITH GROUND
 MS0259'LEVEL.  MARK IS 2 FEET WEST OF A FENCELINE, 2 FEET NORTH OF A
 MS0259'METAL WITNESS POST WITH SIGN ATTACHED, AND 0.15 MILE NORTH OF A
 MS0259'FENCE CORNER MENTIONED ABOVE.
 MS0259
 MS0259                          STATION RECOVERY (1960)
 MS0259
 MS0259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 MS0259'8.75 MI NW FROM SNOWVILLE.
 MS0259'6.2 MILES WEST ON U.S. HIGHWAY 30S FROM THE NELSON CAFE AT SNOWVILLE
 MS0259'TO THE SALT LAKE PIPELINE, THENCE 1.4 MILES NORTHWEST ON PIPELINE ROAD
 MS0259'TO A GATE, PASS THROUGH GATE ON RIGHT AND CONTINUE NORTHERLY 1.6
 MS0259'MILES, ON THE IDAHO-UTAH STATE LINE, 50.77 FEET EAST OF R.M. 2, 41.18
 MS0259'FEET WEST OF R.M. 1, 3 FEET SOUTHWEST OF A METAL WITNESS POST WITH
 MS0259'SIGN, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0256 ***********************************************************************
 MS0256  DESIGNATION -  IDA 80 150 AZ MK
 MS0256  PID         -  MS0256
 MS0256  STATE/COUNTY-  UT/BOX ELDER
 MS0256  COUNTRY     -  US
 MS0256  USGS QUAD   -  MONUMENT PEAK NE (2017)
 MS0256
 MS0256                         *CURRENT SURVEY CONTROL
 MS0256  ______________________________________________________________________
 MS0256* NAD 83(1986) POSITION- 41 59 18.     (N) 112 50 36.     (W)   SCALED
 MS0256* NAVD 88 ORTHO HEIGHT -  1355.331 (meters)     4446.62  (feet) ADJUSTED
 MS0256  ______________________________________________________________________
 MS0256  GEOID HEIGHT    -        -14.932 (meters)                     GEOID18
 MS0256  DYNAMIC HEIGHT  -       1354.422 (meters)     4443.63  (feet) COMP
 MS0256  MODELED GRAVITY -    979,904.8   (mgal)                       NAVD 88
 MS0256
 MS0256  VERT ORDER      -  SECOND    CLASS 0
 MS0256
 MS0256.The horizontal coordinates were scaled from a map and have
 MS0256.an estimated accuracy of +/- 6 seconds.
 MS0256
 MS0256.The orthometric height was determined by differential leveling and
 MS0256.adjusted by the NATIONAL GEODETIC SURVEY
 MS0256.in June 1991.
 MS0256
 MS0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0256.GEOID18 height accuracy estimate available here.
 MS0256
 MS0256.Click photographs - Photos may exist for this station.
 MS0256
 MS0256.The dynamic height is computed by dividing the NAVD 88
 MS0256.geopotential number by the normal gravity value computed on the
 MS0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0256.degrees latitude (g = 980.6199 gals.).
 MS0256
 MS0256.The modeled gravity was interpolated from observed gravity values.
 MS0256
 MS0256;                    North         East    Units  Estimated Accuracy
 MS0256;SPC UT N     - 1,184,660.      388,680.      MT  (+/- 180 meters Scaled)
 MS0256
 MS0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM473501(NAD 83)
 MS0256
 MS0256                          SUPERSEDED SURVEY CONTROL
 MS0256
 MS0256  NGVD 29 (??/??/92) 1354.291  (m)         4443.20   (f) ADJ UNCH    2 0
 MS0256
 MS0256.Superseded values are not recommended for survey control.
 MS0256
 MS0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0256.See file dsdata.pdf to determine how the superseded data were derived.
 MS0256
 MS0256_MARKER: DZ = AZIMUTH MARK DISK
 MS0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0256_STAMPING: IDA 80-150 1960
 MS0256_MARK LOGO: CGS
 MS0256_PROJECTION: FLUSH
 MS0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0256+STABILITY: SURFACE MOTION
 MS0256
 MS0256  HISTORY     - Date     Condition        Report By
 MS0256  HISTORY     - 1960     MONUMENTED       CGS
 MS0256
 MS0256                          STATION DESCRIPTION
 MS0256
 MS0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 MS0256'7.75 MI NW FROM SNOWVILLE.
 MS0256'6.2 MILES WEST ON U.S. HIGHWAY 30S FROM THE NELSON CAFE AT SNOWVILLE
 MS0256'TO THE SALT LAKE PIPELINE, THENCE 1.4 MILES NORTHWEST ON PIPELINE ROAD
 MS0256'TO A GATE, PASS THROUGH GATE ON RIGHT AND CONTINUE NORTHERLY 0.15
 MS0256'MILE, 75 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 2 FEET
 MS0256'NORTHEAST OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE
 MS0256'POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0257 ***********************************************************************
 MS0257  DESIGNATION -  IDA 80 150 RM 1
 MS0257  PID         -  MS0257
 MS0257  STATE/COUNTY-  UT/BOX ELDER
 MS0257  COUNTRY     -  US
 MS0257  USGS QUAD   -  MONUMENT PEAK NE (2017)
 MS0257
 MS0257                         *CURRENT SURVEY CONTROL
 MS0257  ______________________________________________________________________
 MS0257* NAD 83(1986) POSITION- 41 59 57.51   (N) 112 50 38.61   (W)   HD_HELD1
 MS0257* NAVD 88 ORTHO HEIGHT -  1367.088 (meters)     4485.19  (feet) ADJUSTED
 MS0257  ______________________________________________________________________
 MS0257  GEOID HEIGHT    -        -14.899 (meters)                     GEOID18
 MS0257  DYNAMIC HEIGHT  -       1366.170 (meters)     4482.18  (feet) COMP
 MS0257  MODELED GRAVITY -    979,903.5   (mgal)                       NAVD 88
 MS0257
 MS0257  VERT ORDER      -  SECOND    CLASS 0
 MS0257
 MS0257.The horizontal coordinates were determined by differentially corrected
 MS0257.hand held GPS observations or other comparable positioning techniques
 MS0257.and have an estimated accuracy of +/- 3 meters.
 MS0257
 MS0257.The orthometric height was determined by differential leveling and
 MS0257.adjusted by the NATIONAL GEODETIC SURVEY
 MS0257.in June 1991.
 MS0257
 MS0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0257.GEOID18 height accuracy estimate available here.
 MS0257
 MS0257.Click photographs - Photos may exist for this station.
 MS0257
 MS0257.The dynamic height is computed by dividing the NAVD 88
 MS0257.geopotential number by the normal gravity value computed on the
 MS0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0257.degrees latitude (g = 980.6199 gals.).
 MS0257
 MS0257.The modeled gravity was interpolated from observed gravity values.
 MS0257
 MS0257;                    North         East    Units  Estimated Accuracy
 MS0257;SPC UT N     - 1,185,878.3     388,642.3     MT  (+/- 3 meters HH1 GPS) 
 MS0257
 MS0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM4727551344(NAD 83)
 MS0257
 MS0257                          SUPERSEDED SURVEY CONTROL
 MS0257
 MS0257  NGVD 29 (??/??/92) 1366.043  (m)         4481.76   (f) ADJ UNCH    2 0
 MS0257
 MS0257.Superseded values are not recommended for survey control.
 MS0257
 MS0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0257.See file dsdata.pdf to determine how the superseded data were derived.
 MS0257
 MS0257_MARKER: DR = REFERENCE MARK DISK
 MS0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0257_STAMPING: IDA 80-150 NO 1 1960
 MS0257_MARK LOGO: CGS
 MS0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0257+STABILITY: SURFACE MOTION
 MS0257
 MS0257  HISTORY     - Date     Condition        Report By
 MS0257  HISTORY     - 1960     MONUMENTED       CGS
 MS0257
 MS0257                          STATION DESCRIPTION
 MS0257
 MS0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 MS0257'8.75 MI NW FROM SNOWVILLE.
 MS0257'6.2 MILES WEST ON U.S. HIGHWAY 30S FROM THE NELSON CAFE AT SNOWVILLE
 MS0257'TO THE SALT LAKE PIPELINE, THENCE 1.4 MILES NORTHWEST ON PIPELINE ROAD
 MS0257'TO A GATE, PASS THROUGH GATE ON RIGHT AND CONTINUE NORTHERLY 1.6
 MS0257'MILES, ON THE IDAHO-UTAH STATE LINE, 41.18 FEET EAST OF THE STATION,
 MS0257'SET IN A CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0258 ***********************************************************************
 MS0258  DESIGNATION -  IDA 80 150 RM 2
 MS0258  PID         -  MS0258
 MS0258  STATE/COUNTY-  UT/BOX ELDER
 MS0258  COUNTRY     -  US
 MS0258  USGS QUAD   -  MONUMENT PEAK NE (2017)
 MS0258
 MS0258                         *CURRENT SURVEY CONTROL
 MS0258  ______________________________________________________________________
 MS0258* NAD 83(1986) POSITION- 41 59 57.50   (N) 112 50 39.83   (W)   HD_HELD1
 MS0258* NAVD 88 ORTHO HEIGHT -  1366.801 (meters)     4484.25  (feet) ADJUSTED
 MS0258  ______________________________________________________________________
 MS0258  GEOID HEIGHT    -        -14.899 (meters)                     GEOID18
 MS0258  DYNAMIC HEIGHT  -       1365.883 (meters)     4481.23  (feet) COMP
 MS0258  MODELED GRAVITY -    979,903.5   (mgal)                       NAVD 88
 MS0258
 MS0258  VERT ORDER      -  SECOND    CLASS 0
 MS0258
 MS0258.The horizontal coordinates were determined by differentially corrected
 MS0258.hand held GPS observations or other comparable positioning techniques
 MS0258.and have an estimated accuracy of +/- 3 meters.
 MS0258
 MS0258.The orthometric height was determined by differential leveling and
 MS0258.adjusted by the NATIONAL GEODETIC SURVEY
 MS0258.in June 1991.
 MS0258
 MS0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0258.GEOID18 height accuracy estimate available here.
 MS0258
 MS0258.Click photographs - Photos may exist for this station.
 MS0258
 MS0258.The dynamic height is computed by dividing the NAVD 88
 MS0258.geopotential number by the normal gravity value computed on the
 MS0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0258.degrees latitude (g = 980.6199 gals.).
 MS0258
 MS0258.The modeled gravity was interpolated from observed gravity values.
 MS0258
 MS0258;                    North         East    Units  Estimated Accuracy
 MS0258;SPC UT N     - 1,185,878.5     388,614.2     MT  (+/- 3 meters HH1 GPS) 
 MS0258
 MS0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM4724651344(NAD 83)
 MS0258
 MS0258                          SUPERSEDED SURVEY CONTROL
 MS0258
 MS0258  NGVD 29 (??/??/92) 1365.756  (m)         4480.82   (f) ADJ UNCH    2 0
 MS0258
 MS0258.Superseded values are not recommended for survey control.
 MS0258
 MS0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0258.See file dsdata.pdf to determine how the superseded data were derived.
 MS0258
 MS0258_MARKER: DR = REFERENCE MARK DISK
 MS0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0258_STAMPING: IDA 80-150 NO 2 1960
 MS0258_MARK LOGO: CGS
 MS0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0258+STABILITY: SURFACE MOTION
 MS0258
 MS0258  HISTORY     - Date     Condition        Report By
 MS0258  HISTORY     - 1960     MONUMENTED       CGS
 MS0258
 MS0258                          STATION DESCRIPTION
 MS0258
 MS0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 MS0258'8.75 MI NW FROM SNOWVILLE.
 MS0258'6.2 MILES WEST ON U.S. HIGHWAY 30S FROM THE NELSON CAFE AT SNOWVILLE
 MS0258'TO THE SALT LAKE PIPELINE, THENCE 1.4 MILES NORTHWEST ON PIPELINE ROAD
 MS0258'TO A GATE, PASS THROUGH GATE ON RIGHT AND CONTINUE NORTHERLY 1.6
 MS0258'MILES, ON THE IDAHO-UTAH STATE LINE, 50.77 FEET WEST OF THE STATION,
 MS0258'SET IN A CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0574 ***********************************************************************
 LP0574  DESIGNATION -  INDIAN
 LP0574  PID         -  LP0574
 LP0574  STATE/COUNTY-  UT/TOOELE
 LP0574  COUNTRY     -  US
 LP0574  USGS QUAD   -  IBAPAH (2017)
 LP0574
 LP0574                         *CURRENT SURVEY CONTROL
 LP0574  ______________________________________________________________________
 LP0574* NAD 83(1994) POSITION- 40 01 01.05060(N) 113 58 56.45255(W)   ADJUSTED
 LP0574* NAVD 88 ORTHO HEIGHT -  1653.5   (meters)     5425.    (feet) VERTCON3
 LP0574  ______________________________________________________________________
 LP0574  GEOID HEIGHT    -        -19.026 (meters)                     GEOID18
 LP0574  LAPLACE CORR    -          4.34  (seconds)                    DEFLEC18
 LP0574  HORZ ORDER      -  FIRST
 LP0574
 LP0574.The horizontal coordinates were established by classical geodetic methods
 LP0574.and adjusted by the National Geodetic Survey in November 1997.
 LP0574
 LP0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0574
 LP0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0574.GEOID18 height accuracy estimate available here.
 LP0574
 LP0574.Click photographs - Photos may exist for this station.
 LP0574
 LP0574.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0574
 LP0574. The following values were computed from the NAD 83(1994) position.
 LP0574
 LP0574;                    North         East     Units Scale Factor Converg.
 LP0574;SPC UT C     - 2,189,854.465   288,122.763   MT  0.99990385   -1 35 24.5
 LP0574;SPC UT C     - 7,184,547.52    945,282.76   sFT  0.99990385   -1 35 24.5
 LP0574;UTM  12      - 4,433,901.112   245,470.547   MT  1.00039762   -1 55 07.4
 LP0574;UTM  11      - 4,434,002.665   757,542.980   MT  1.00041662   +1 56 29.3
 LP0574
 LP0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0574!SPC UT C     -   0.99974365  x   0.99990385  =   0.99964752
 LP0574!UTM  12      -   0.99974365  x   1.00039762  =   1.00014117
 LP0574!UTM  11      -   0.99974365  x   1.00041662  =   1.00016016
 LP0574
 LP0574:                Primary Azimuth Mark                     Grid Az
 LP0574:SPC UT C     -  INDIAN AZ MK                             346 32 51.1
 LP0574:UTM  12      -  INDIAN AZ MK                             346 52 34.0
 LP0574:UTM  11      -  INDIAN AZ MK                             343 00 57.3
 LP0574
 LP0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK4547033901(NAD 83)
 LP0574
 LP0574|---------------------------------------------------------------------|
 LP0574| PID    Reference Object                     Distance      Geod. Az  |
 LP0574|                                                           dddmmss.s |
 LP0574| CM4938 INDIAN RM 1                           4.246 METERS 08539     |
 LP0574| CM4939 INDIAN RM 2                          11.127 METERS 34453     |
 LP0574| CM4937 INDIAN AZ MK                                       3445726.6 |
 LP0574| LP0570 IBEPAH SCHOOLHOUSE CUPOLA           APPROX. 2.2 KM 3515349.7 |
 LP0574|---------------------------------------------------------------------|
 LP0574
 LP0574                          SUPERSEDED SURVEY CONTROL
 LP0574
 LP0574  NAD 83(1986)-  40 01 01.04400(N)    113 58 56.45265(W) AD(       ) 1
 LP0574  NAD 27      -  40 01 01.26800(N)    113 58 53.44300(W) AD(       ) 1
 LP0574  NGVD 29 (07/19/86) 1652.4    (m)         5421.     (f) VERT ANG       
 LP0574
 LP0574.Superseded values are not recommended for survey control.
 LP0574
 LP0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0574.See file dsdata.pdf to determine how the superseded data were derived.
 LP0574
 LP0574_MARKER: DS = TRIANGULATION STATION DISK
 LP0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0574_STAMPING: INDIAN 1944
 LP0574_MARK LOGO: CGS
 LP0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0574+STABILITY: SURFACE MOTION
 LP0574
 LP0574  HISTORY     - Date     Condition        Report By
 LP0574  HISTORY     - 1944     MONUMENTED       CGS
 LP0574
 LP0574                          STATION DESCRIPTION
 LP0574
 LP0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 LP0574'STATION IS LOCATED ON A LOW SAGE-COVERED RIDGE LYING ABOUT
 LP0574'1-1/2 MILES DUE S OF THE IBAPAH SCHOOL AND POST OFFICE AND IS
 LP0574'AT THE CENTER AND HIGHEST PART OF THE MOST S AND LONGEST OF
 LP0574'THREE LOW HILLS OF ABOUT THE SAME HEIGHT WHICH TOGETHER FORM
 LP0574'THE N END AND HIGHEST PART OF THE RIDGE.  IT IS ABOUT 1/2 MILE
 LP0574'W OF GRADED ROAD LEADING FROM THE SCHOOLHOUSE S TO THE INDIAN
 LP0574'VILLAGE AND RESERVATION HEADQUARTERS.  IT IS ON THE DIVIDING
 LP0574'RIDGE BETWEEN SPRING CREEK TO THE W AND IBAPAH CREEK TO THE
 LP0574'E WHICH FORM THE IBAPAH BASIN, IS IN ABOUT THE CENTER OF THE
 LP0574'BASIN, AND IN THE IBAPAH INDIAN RESERVATION.
 LP0574'
 LP0574'STATION MARK IS A BRONZE STATION DISK SET IN A ROUND CONCRETE
 LP0574'POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND AND IS STAMPED
 LP0574'INDIAN 1944.  IT IS ON THE HIGHEST PART OF THE HILL AND 11.3
 LP0574'FEET SSE OF A 4- BY 4-INCH WHITE WITNESS POST.  UNDERGROUND
 LP0574'MARK IS A BRONZE DISK SET IN CONCRETE.
 LP0574'
 LP0574'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 LP0574'POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.  IT IS ABOUT
 LP0574'18 INCHES LOWER IN ELEVATION THAN THE STATION MARK AND IS
 LP0574'STAMPED INDIAN NO 1 1944.
 LP0574'
 LP0574'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 LP0574'POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.  IT IS
 LP0574'ABOUT 6 INCHES LOWER IN ELEVATION THAN THE STATION MARK AND
 LP0574'IS STAMPED INDIAN NO 2 1944.
 LP0574'
 LP0574'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN A
 LP0574'BOULDER WHICH FORMS THE TOP OF HISTORICAL MONUMENT NO. 47 - DEEP
 LP0574'CREEK STATION - PONY EXPRESS.  IT IS ABOUT 10 FEET ABOVE THE
 LP0574'GROUND.  STAMPED INDIAN 1944.
 LP0574'
 LP0574'TO REACH STATION FROM THE Y-JUNCTION OPPOSITE THE SCHOOLHOUSE
 LP0574'IN IBAPAH, TAKE RIGHT FORK AND GO S ON GRADED ROAD TOWARDS ELY
 LP0574'FOR 0.5 MILE TO A T-JUNCTION AND HISTORICAL MONUMENT NO. 47 - DEEP
 LP0574'CREEK STATION - PONY EXPRESS.  THE AZIMUTH MARK IS IN THE TOP
 LP0574'OF THIS MONUMENT.  CONTINUE S FROM THIS JUNCTION 0.2 MILE
 LP0574'TO A FORK.  KEEP THE RIGHT FORK FOR 0.5 MILE TO A CROSS ROAD
 LP0574'AND A GATE ON THE RIGHT.  TURN LEFT HERE ON A DIM TRACK ROAD
 LP0574'WHICH ENTERS THE INTERSECTION FROM THE ESE AND GO 0.5 MILE TO
 LP0574'A CROSS ROAD JUST BEYOND A SMALL HILL ON THE RIGHT.  TURN S
 LP0574'FOR 100 YARDS, THEN PACK W FOR 50 YARDS TO THE TOP OF THE
 LP0574'RIDGE AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0475 ***********************************************************************
 JN0475  DESIGNATION -  INDIAN
 JN0475  PID         -  JN0475
 JN0475  STATE/COUNTY-  UT/EMERY
 JN0475  COUNTRY     -  US
 JN0475  USGS QUAD   -  THE WICKIUP (2017)
 JN0475
 JN0475                         *CURRENT SURVEY CONTROL
 JN0475  ______________________________________________________________________
 JN0475* NAD 83(1994) POSITION- 38 53 17.02223(N) 110 40 28.79836(W)   ADJUSTED
 JN0475* NAVD 88 ORTHO HEIGHT -  2178.4   (meters)     7147.    (feet) VERTCON3
 JN0475  ______________________________________________________________________
 JN0475  GEOID HEIGHT    -        -18.375 (meters)                     GEOID18
 JN0475  LAPLACE CORR    -         -6.49  (seconds)                    DEFLEC18
 JN0475  HORZ ORDER      -  THIRD
 JN0475
 JN0475.The horizontal coordinates were established by classical geodetic methods
 JN0475.and adjusted by the National Geodetic Survey in November 1997.
 JN0475
 JN0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0475
 JN0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0475.GEOID18 height accuracy estimate available here.
 JN0475
 JN0475.Click photographs - Photos may exist for this station.
 JN0475
 JN0475.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0475
 JN0475. The following values were computed from the NAD 83(1994) position.
 JN0475
 JN0475;                    North         East     Units Scale Factor Converg.
 JN0475;SPC UT C     - 2,061,917.639   571,609.648   MT  1.00003422   +0 31 43.3
 JN0475;SPC UT C     - 6,764,808.12  1,875,355.99   sFT  1.00003422   +0 31 43.3
 JN0475;UTM  12      - 4,304,405.083   528,215.590   MT  0.99960980   +0 12 15.3
 JN0475
 JN0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0475!SPC UT C     -   0.99966122  x   1.00003422  =   0.99969543
 JN0475!UTM  12      -   0.99966122  x   0.99960980  =   0.99927115
 JN0475
 JN0475:                Primary Azimuth Mark                     Grid Az
 JN0475:SPC UT C     -  SADDLE                                   274 24 52.9
 JN0475:UTM  12      -  SADDLE                                   274 44 20.9
 JN0475
 JN0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ2821504405(NAD 83)
 JN0475
 JN0475|---------------------------------------------------------------------|
 JN0475| PID    Reference Object                     Distance      Geod. Az  |
 JN0475|                                                           dddmmss.s |
 JN0475| JN0491 SADDLE                              APPROX. 6.7 KM 2745636.2 |
 JN0475|---------------------------------------------------------------------|
 JN0475
 JN0475                          SUPERSEDED SURVEY CONTROL
 JN0475
 JN0475  NAD 83(1986)-  38 53 17.01227(N)    110 40 28.79300(W) AD(       ) 3
 JN0475  NAD 27      -  38 53 17.09090(N)    110 40 26.22401(W) AD(       ) 3
 JN0475  NGVD 29 (07/19/86) 2177.2    (m)         7143.     (f) VERT ANG       
 JN0475
 JN0475.Superseded values are not recommended for survey control.
 JN0475
 JN0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0475.See file dsdata.pdf to determine how the superseded data were derived.
 JN0475
 JN0475_MARKER: DD = SURVEY DISK
 JN0475_SETTING: 66 = SET IN ROCK OUTCROP
 JN0475_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0475+STABILITY: POSITION/ELEVATION WELL
 JN0475
 JN0475  HISTORY     - Date     Condition        Report By
 JN0475  HISTORY     - 1952     MONUMENTED       USGS
 JN0475
 JN0475                          STATION DESCRIPTION
 JN0475
 JN0475'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0475'LOCATED ABOUT 14.0 MI. N. OF TEMPLE MOUNTAIN AND 11.0 MI. NE. OF SAN
 JN0475'RAFAEL KNOB ON PROMONIENT MESA HAVING ROCK MONOLITH AT ITS E. END ON
 JN0475'E. END OF MESA BETWEEN JUNIPER TREES WHICH HAVE BEEN LIMBED.
 JN0475'STATION REACHED BY HELICOPTER.  MAY BE DRIVEN TO BY GOING N. ON RD.
 JN0475'PAST TEMPLE MOUNTAIN TO POINT ABOUT 2.0 MI. SE. OF FAMILY BUTTE, HERE
 JN0475'TAKE RD. TO RIGHT W. AND CONTINUE PAST CATTLE TANK TO WELL-CONSTRUCTED
 JN0475'SHEEP CORRALS ON LEFT N. SIDE OF RD.  STATION IS ON MESA TO N.
 JN0475'
 JN0475'STATION MARK - STANDARD TABLET STAMPED ---INDIAN 1952--- CEMENTED IN
 JN0475'DRILL HOLE IN BEDROCK.
 JN0475'
 JN0475'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER IN TRIANGULAR BLAZE IN
 JN0475'LIMBED JUNIPER, 14.73 FT. FROM STATION MARK, S 54 DEG 10 MIN E.
 JN0475'
 JN0475'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER IN TRIANGULAR BLAZE IN
 JN0475'LIMBED JUNIPER, 13.87 FT. FROM STATION MARK, N 83 DEG 13 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1081 ***********************************************************************
 LO1081  DESIGNATION -  INDIAN
 LO1081  PID         -  LO1081
 LO1081  STATE/COUNTY-  UT/DUCHESNE
 LO1081  COUNTRY     -  US
 LO1081  USGS QUAD   -  DUCHESNE (2017)
 LO1081
 LO1081                         *CURRENT SURVEY CONTROL
 LO1081  ______________________________________________________________________
 LO1081* NAD 83(1994) POSITION- 40 08 00.03971(N) 110 28 43.51799(W)   ADJUSTED
 LO1081* NAVD 88 ORTHO HEIGHT -  1993.2   (meters)     6539.    (feet) VERTCON3
 LO1081  ______________________________________________________________________
 LO1081  GEOID HEIGHT    -        -16.986 (meters)                     GEOID18
 LO1081  LAPLACE CORR    -         -4.71  (seconds)                    DEFLEC18
 LO1081  HORZ ORDER      -  THIRD
 LO1081
 LO1081.The horizontal coordinates were established by classical geodetic methods
 LO1081.and adjusted by the National Geodetic Survey in November 1997.
 LO1081
 LO1081.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1081
 LO1081.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1081.GEOID18 height accuracy estimate available here.
 LO1081
 LO1081.Click photographs - Photos may exist for this station.
 LO1081
 LO1081.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1081
 LO1081. The following values were computed from the NAD 83(1994) position.
 LO1081
 LO1081;                    North         East     Units Scale Factor Converg.
 LO1081;SPC UT C     - 2,200,332.822   587,028.660   MT  0.99991234   +0 39 15.1
 LO1081;SPC UT C     - 7,218,925.27  1,925,943.20   sFT  0.99991234   +0 39 15.1
 LO1081;UTM  12      - 4,442,687.511   544,406.755   MT  0.99962427   +0 20 09.5
 LO1081
 LO1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1081!SPC UT C     -   0.99969007  x   0.99991234  =   0.99960244
 LO1081!UTM  12      -   0.99969007  x   0.99962427  =   0.99931446
 LO1081
 LO1081:                Primary Azimuth Mark                     Grid Az
 LO1081:SPC UT C     -  INDIAN AZ MK                             200 51 11.6
 LO1081:UTM  12      -  INDIAN AZ MK                             201 10 17.2
 LO1081
 LO1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK4440642687(NAD 83)
 LO1081
 LO1081|---------------------------------------------------------------------|
 LO1081| PID    Reference Object                     Distance      Geod. Az  |
 LO1081|                                                           dddmmss.s |
 LO1081| CP5574 INDIAN RM 1                          13.582 METERS 09659     |
 LO1081| CP5573 INDIAN AZ MK                                       2013026.7 |
 LO1081| CP5575 INDIAN RM 2                          13.232 METERS 35635     |
 LO1081|---------------------------------------------------------------------|
 LO1081
 LO1081                          SUPERSEDED SURVEY CONTROL
 LO1081
 LO1081  NAD 83(1993)-  40 08 00.03962(N)    110 28 43.51830(W) AD(       ) 3
 LO1081  NAD 83(1986)-  40 08 00.02106(N)    110 28 43.51017(W) AD(       ) 3
 LO1081  NAD 27      -  40 08 00.16900(N)    110 28 40.95300(W) AD(       ) 3
 LO1081  NGVD 29 (07/19/86) 1991.9    (m)         6535.     (f) VERT ANG       
 LO1081
 LO1081.Superseded values are not recommended for survey control.
 LO1081
 LO1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1081.See file dsdata.pdf to determine how the superseded data were derived.
 LO1081
 LO1081_MARKER: DS = TRIANGULATION STATION DISK
 LO1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO1081
 LO1081  HISTORY     - Date     Condition        Report By
 LO1081  HISTORY     - 1946     MONUMENTED       CGS
 LO1081  HISTORY     - 1963     GOOD             USGS
 LO1081
 LO1081                          STATION DESCRIPTION
 LO1081
 LO1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1081'STATION IS LOCATED ABOUT 4.5 MILES AIRLINE SOUTHWEST OF
 LO1081'DUCHESNE ON THE HIGHEST POINT OF A LARGE BARE AREA OF A LONG
 LO1081'RIDGE THAT EXTENDS SOUTHWESTERLY FROM THE JUNCTION OF STRAWBERRY
 LO1081'RIVER AND INDIAN CANYON.  THE RIDGE SLOPES TO THE NORTH AND
 LO1081'HAS A STEEP BLUFF ALONG THE SOUTHERN EDGE.  THE STATION MARK
 LO1081'IS A BRONZE DISK STAMPED INDIAN 1946, SET IN A SQUARE 12
 LO1081'INCH BLOCK OF CONCRETE ON HIGHEST POINT OF BARE AREA 20 FEET
 LO1081'NORTH OF EDGE OF RIM.
 LO1081'
 LO1081'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED INDIAN NO 1 1946,
 LO1081'SET IN A SQUARE 12 INCH BLOCK OF CONCRETE WHICH PROJECTS
 LO1081'3 INCHES.  IT IS EAST OF AND SAME ELEVATION AS STATION MARK.
 LO1081'
 LO1081'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED INDIAN NO 2
 LO1081'1946, SET IN A SQUARE 12 INCH BLOCK OF CONCRETE WHICH PROJECTS
 LO1081'4 INCHES.  IT IS NORTH OF AND 1 FOOT LOWER THAN THE STATION
 LO1081'MARK.
 LO1081'
 LO1081'THE AZIMUTH MARK IS A BRONZE DISK STAMPED INDIAN 1946, SET
 LO1081'IN A SQUARE 12 INCH BLOCK OF CONCRETE WHICH PROJECTS 2 INCHES.
 LO1081'IT IS ON HIGHEST POINT OF A RIDGE 0.3 MILE SOUTH-SOUTHWEST
 LO1081'OF STATION AND 150 YARDS NORTH OF A DIRT ROAD.
 LO1081'
 LO1081'TO REACH STATION FROM DUCHESNE, GO SOUTH ON STATE HIGHWAY 33,
 LO1081'3.5 MILES TO ROAD RIGHT.  TURN RIGHT, FOLLOW ROAD UP CREEK
 LO1081'BED 1.8 MILE TO WHERE ROAD LEAVES CREEK BED TO THE RIGHT.
 LO1081'TURN RIGHT, FOLLOW ROAD 0.6 MILE TO SADDLE AT FOOT OF STEEP
 LO1081'SLOPE AND END OF TRUCK TRAVEL FOR A TWO WHEEL DRIVE VEHICLE.
 LO1081'FROM HERE WALK NORTH UP SLOPE TO HIGHEST POINT OF RIDGE AND
 LO1081'AZIMUTH MARK AS DESCRIBED ABOVE.  CONTINUE NORTHERLY ABOUT
 LO1081'0.3 MILE TO HIGHEST POINT OF BARE AREA AND STATION AS
 LO1081'DESCRIBED ABOVE.  A FOUR WHEEL DRIVE TRUCK WAS DRIVEN TO THE
 LO1081'STATION.
 LO1081
 LO1081                          STATION RECOVERY (1963)
 LO1081
 LO1081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LO1081'RECOVERED.
 LO1081'
 LO1081'STATION MARK--BRONZE DISK, STAMPED ---INDIAN 1946---, SET IN A
 LO1081'SQUARE 12 IN. BLOCK OF CONCRETE ON HIGHEST POINT OF BARE AREA 20 FT.
 LO1081'N. OF EDGE OF RIM.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AB3354 ***********************************************************************
 AB3354  DESIGNATION -  INDIAN
 AB3354  PID         -  AB3354
 AB3354  STATE/COUNTY-  UT/BOX ELDER
 AB3354  COUNTRY     -  US
 AB3354  USGS QUAD   -  ROSEVERE POINT (2017)
 AB3354
 AB3354                         *CURRENT SURVEY CONTROL
 AB3354  ______________________________________________________________________
 AB3354* NAD 83(1994) POSITION- 41 54 41.17696(N) 113 18 26.13360(W)   ADJUSTED
 AB3354* NAVD 88 ORTHO HEIGHT -  2894.7   (meters)     9497.    (feet) VERTCON3
 AB3354  ______________________________________________________________________
 AB3354  GEOID HEIGHT    -        -14.323 (meters)                     GEOID18
 AB3354  LAPLACE CORR    -         -5.46  (seconds)                    DEFLEC18
 AB3354  HORZ ORDER      -  THIRD
 AB3354
 AB3354.The horizontal coordinates were established by classical geodetic methods
 AB3354.and adjusted by the National Geodetic Survey in November 1997.
 AB3354
 AB3354.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3354
 AB3354.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3354.GEOID18 height accuracy estimate available here.
 AB3354
 AB3354.Click photographs - Photos may exist for this station.
 AB3354
 AB3354.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3354
 AB3354. The following values were computed from the NAD 83(1994) position.
 AB3354
 AB3354;                    North         East     Units Scale Factor Converg.
 AB3354;SPC UT N     - 1,176,816.021   350,067.065   MT  1.00002330   -1 11 29.9
 AB3354;SPC UT N     - 3,860,937.23  1,148,511.70   sFT  1.00002330   -1 11 29.9
 AB3354;UTM  12      - 4,642,517.708   308,647.888   MT  1.00005058   -1 32 30.0
 AB3354
 AB3354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3354!SPC UT N     -   0.99954843  x   1.00002330  =   0.99957172
 AB3354!UTM  12      -   0.99954843  x   1.00005058  =   0.99959899
 AB3354
 AB3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM0864742517(NAD 83)
 AB3354
 AB3354                          SUPERSEDED SURVEY CONTROL
 AB3354
 AB3354  NAD 83(1986)-  41 54 41.16822(N)    113 18 26.12058(W) AD(       ) 3
 AB3354  NGVD 29 (12/14/94) 2893.4    (m)         9493.     (f) VERT ANG       
 AB3354
 AB3354.Superseded values are not recommended for survey control.
 AB3354
 AB3354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3354.See file dsdata.pdf to determine how the superseded data were derived.
 AB3354
 AB3354_MARKER: DB = BENCH MARK DISK
 AB3354_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 AB3354_STAMPING: INDIAN 1957
 AB3354_MARK LOGO: USGS
 AB3354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3354
 AB3354  HISTORY     - Date     Condition        Report By
 AB3354  HISTORY     - 1957     MONUMENTED       USGS
 AB3354
 AB3354                          STATION DESCRIPTION
 AB3354
 AB3354'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 AB3354'LOCATED ABOUT 8 MI. SE. OF STREVELL, IDAHO AND 6 MI. NNE. OF THE
 AB3354'SETTLEMENT OF PARK VALLEY, UTAH, ON A TOP AT THE HEAD OF INDIAN CREEK
 AB3354'DRAINAGE.  STATION TOP IS AT EASTERN END OF THE HIGH COUNTRY, OF THE
 AB3354'RAFT RIVER MOUNTAINS.
 AB3354'STATION REACHED BY HELICOPTER.  A 4-WHEEL DRIVE VEHICLE WAS ALSO
 AB3354'DRIVEN TO STATION VIA RD. W. FROM STREVELL FOR 3.4 MI., THENCE LEFT ON
 AB3354'CLEAR CREEK ROAD 2.8 MI. TO Y-FORKS, THENCE ON RIGHT FORK 10.3 MI. TO
 AB3354'RIDGE CREST, THENCE LEFT ABOUT 6 MI. CROSS-COUNTRY TO TOP AND STATION.
 AB3354'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---INDIAN 1957---, SET
 AB3354'IN BEDROCK.
 AB3354'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 AB3354'1957--- SET IN BEDROCK, 15.54 FT. FROM STATION MARK.
 AB3354'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER STAMPED---RM NO 2--- SET
 AB3354'IN LEDGE, 11.88 FT. FROM STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0522 ***********************************************************************
 KN0522  DESIGNATION -  INDIAN HEAD
 KN0522  PID         -  KN0522
 KN0522  STATE/COUNTY-  UT/UTAH
 KN0522  COUNTRY     -  US
 KN0522  USGS QUAD   -  KYUNE (2017)
 KN0522
 KN0522                         *CURRENT SURVEY CONTROL
 KN0522  ______________________________________________________________________
 KN0522* NAD 83(1994) POSITION- 39 52 08.23669(N) 110 59 41.61830(W)   ADJUSTED
 KN0522* NAVD 88 ORTHO HEIGHT -  2674.1   (meters)     8773.    (feet) VERTCON3
 KN0522  ______________________________________________________________________
 KN0522  GEOID HEIGHT    -        -15.801 (meters)                     GEOID18
 KN0522  LAPLACE CORR    -          4.77  (seconds)                    DEFLEC18
 KN0522  HORZ ORDER      -  THIRD
 KN0522
 KN0522.The horizontal coordinates were established by classical geodetic methods
 KN0522.and adjusted by the National Geodetic Survey in November 1997.
 KN0522
 KN0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0522
 KN0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0522.GEOID18 height accuracy estimate available here.
 KN0522
 KN0522.Click photographs - Photos may exist for this station.
 KN0522
 KN0522.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0522
 KN0522. The following values were computed from the NAD 83(1994) position.
 KN0522
 KN0522;                    North         East     Units Scale Factor Converg.
 KN0522;SPC UT C     - 2,170,604.391   543,210.697   MT  0.99989900   +0 19 24.8
 KN0522;SPC UT C     - 7,121,391.24  1,782,183.76   sFT  0.99989900   +0 19 24.8
 KN0522;UTM  12      - 4,413,212.642   500,436.681   MT  0.99960000   +0 00 11.8
 KN0522
 KN0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0522!SPC UT C     -   0.99958314  x   0.99989900  =   0.99948218
 KN0522!UTM  12      -   0.99958314  x   0.99960000  =   0.99918330
 KN0522
 KN0522:                Primary Azimuth Mark                     Grid Az
 KN0522:SPC UT C     -  INDIAN HEAD                              083 08 30.2
 KN0522:UTM  12      -  INDIAN HEAD                              083 27 43.2
 KN0522
 KN0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK0043613212(NAD 83)
 KN0522
 KN0522|---------------------------------------------------------------------|
 KN0522| PID    Reference Object                     Distance      Geod. Az  |
 KN0522|                                                           dddmmss.s |
 KN0522| KN0525 INDIAN HEAD                         APPROX. 8.0 KM 0832755.0 |
 KN0522|---------------------------------------------------------------------|
 KN0522
 KN0522                          SUPERSEDED SURVEY CONTROL
 KN0522
 KN0522  NAD 83(1993)-  39 52 08.23669(N)    110 59 41.61536(W) AD(       ) 3
 KN0522  NAD 83(1986)-  39 52 08.22692(N)    110 59 41.61392(W) AD(       ) 3
 KN0522  NAD 27      -  39 52 08.36892(N)    110 59 39.02264(W) AD(       ) 3
 KN0522  NGVD 29 (07/19/86) 2672.8    (m)         8769.     (f) VERT ANG       
 KN0522
 KN0522.Superseded values are not recommended for survey control.
 KN0522
 KN0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0522.See file dsdata.pdf to determine how the superseded data were derived.
 KN0522
 KN0522_MARKER: DS = TRIANGULATION STATION DISK
 KN0522_SETTING: 80 = SET IN A BOULDER
 KN0522_STAMPING: INDIAN HEAD 1919
 KN0522_MARK LOGO: CGS
 KN0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0522+STABILITY: SURFACE MOTION
 KN0522
 KN0522  HISTORY     - Date     Condition        Report By
 KN0522  HISTORY     - 1910     MONUMENTED       CGS
 KN0522
 KN0522                          STATION DESCRIPTION
 KN0522
 KN0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1910
 KN0522'LOCATED ABOUT 1.7 MI. NE. OF COLTON, IN T 11 S, R 8 E, SEC. 14, AT
 KN0522'THE S. END OF A BARE RIDGE.
 KN0522'
 KN0522'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 33 AND U.S. HIGHWAY 40 IN
 KN0522'DUCHESNE, PROCEED S. ON HIGHWAY 33 FOR 38.2 MI. TO JUNCTION OF U.S.
 KN0522'HIGHWAYS 6 AND 50 DETOUR, TURN RIGHT W., GO 9.7 MI. TO JUNCTION OF
 KN0522'U.S. HIGHWAYS 6 AND 50, TURN RIGHT, W. AND GO 4.6 MI. TO JUNCTION OF
 KN0522'TRACK RD. ON RIGHT.  (JUNCTION U.S. HIGHWAYS 6 AND 50 AND STATE
 KN0522'HIGHWAY 96 IS 0.35 MI. W., FOLLOW TRACK RD. UP CANYON FOR 3.9 MI. TO
 KN0522'RIDGE AND DIVIDE AND END OF TRUCK TRAVEL.  PACK SSW. TO A BARE TOP.
 KN0522'A 25 MINUTE PACK.)
 KN0522'
 KN0522'STATION MARK--A STANDARD USC AND GS DISK, STAMPED ---INDIAN HEAD
 KN0522'1919---, CEMENTED IN A BOULDER AT A 45 DEGREE SLOPE.
 KN0522'
 KN0522'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER, IN BLAZE ON E. SIDE OF
 KN0522'8 IN. PINE TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0525 ***********************************************************************
 KN0525  DESIGNATION -  INDIAN HEAD
 KN0525  PID         -  KN0525
 KN0525  STATE/COUNTY-  UT/UTAH
 KN0525  COUNTRY     -  US
 KN0525  USGS QUAD   -  FLAT RIDGE (2017)
 KN0525
 KN0525                         *CURRENT SURVEY CONTROL
 KN0525  ______________________________________________________________________
 KN0525* NAD 83(1994) POSITION- 39 52 37.78546(N) 110 54 05.27855(W)   ADJUSTED
 KN0525* NAVD 88 ORTHO HEIGHT -  3037.5   (meters)     9966.    (feet) VERTCON3
 KN0525  ______________________________________________________________________
 KN0525  GEOID HEIGHT    -        -15.758 (meters)                     GEOID18
 KN0525  LAPLACE CORR    -          2.61  (seconds)                    DEFLEC18
 KN0525  HORZ ORDER      -  SECOND
 KN0525
 KN0525.The horizontal coordinates were established by classical geodetic methods
 KN0525.and adjusted by the National Geodetic Survey in November 1997.
 KN0525
 KN0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0525
 KN0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0525.GEOID18 height accuracy estimate available here.
 KN0525
 KN0525.Click photographs - Photos may exist for this station.
 KN0525
 KN0525.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0525
 KN0525. The following values were computed from the NAD 83(1994) position.
 KN0525
 KN0525;                    North         East     Units Scale Factor Converg.
 KN0525;SPC UT C     - 2,171,564.939   551,197.022   MT  0.99989909   +0 23 00.3
 KN0525;SPC UT C     - 7,124,542.64  1,808,385.56   sFT  0.99989909   +0 23 00.3
 KN0525;UTM  12      - 4,414,128.262   508,425.863   MT  0.99960087   +0 03 47.4
 KN0525
 KN0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0525!SPC UT C     -   0.99952617  x   0.99989909  =   0.99942530
 KN0525!UTM  12      -   0.99952617  x   0.99960087  =   0.99912723
 KN0525
 KN0525:                Primary Azimuth Mark                     Grid Az
 KN0525:SPC UT C     -  INDIAN HEAD AZ MK                        293 51 07.9
 KN0525:UTM  12      -  INDIAN HEAD AZ MK                        294 10 20.8
 KN0525
 KN0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK0842514128(NAD 83)
 KN0525
 KN0525|---------------------------------------------------------------------|
 KN0525| PID    Reference Object                     Distance      Geod. Az  |
 KN0525|                                                           dddmmss.s |
 KN0525| CM7485 INDIAN HEAD RM 1                     16.072 METERS 02400     |
 KN0525| KN0524 INDIAN HEAD RM                        5.325 METERS 21557     |
 KN0525| CM7486 INDIAN HEAD RM 2                     15.921 METERS 25736     |
 KN0525| CM7484 INDIAN HEAD AZ MK                                  2941408.2 |
 KN0525|---------------------------------------------------------------------|
 KN0525
 KN0525                          SUPERSEDED SURVEY CONTROL
 KN0525
 KN0525  NAD 83(1993)-  39 52 37.78577(N)    110 54 05.27590(W) AD(       ) 2
 KN0525  NAD 83(1986)-  39 52 37.77591(N)    110 54 05.27256(W) AD(       ) 2
 KN0525  NAD 27      -  39 52 37.91700(N)    110 54 02.69700(W) AD(       ) 2
 KN0525  NGVD 29 (07/19/86) 3036.1    (m)         9961.     (f) VERT ANG       
 KN0525
 KN0525.Superseded values are not recommended for survey control.
 KN0525
 KN0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0525.See file dsdata.pdf to determine how the superseded data were derived.
 KN0525
 KN0525_MARKER: DS = TRIANGULATION STATION DISK
 KN0525_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KN0525_STAMPING: INDIAN HEAD 1937
 KN0525_MARK LOGO: CGS
 KN0525_PROJECTION: PROJECTING 15 CENTIMETERS
 KN0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0525
 KN0525  HISTORY     - Date     Condition        Report By
 KN0525  HISTORY     - 1937     MONUMENTED       CGS
 KN0525  HISTORY     - 1938     GOOD             CGS
 KN0525  HISTORY     - 1947     GOOD             CGS
 KN0525  HISTORY     - 1966     GOOD             USGS
 KN0525  HISTORY     - 1974     GOOD             NGS
 KN0525
 KN0525                          STATION DESCRIPTION
 KN0525
 KN0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KN0525'ABOUT 11 MILES W OF N OF CASTLEGATE, AND 6 MILES NE OF COLTON,
 KN0525'ON THE BOUNDARY OF THE UINTA NATIONAL FOREST, ON THE HIGHEST
 KN0525'POINT OF A SMOOTH SUMMIT KNOWN AS INDIAN HEAD PEAK.
 KN0525'
 KN0525'ALL MARKS ARE 2-1/2 INCH PIPES WITH STANDARD DISK WELDED IN
 KN0525'TOP.
 KN0525'
 KN0525'AZIMUTH MARK IS ABOUT 3-1/2 MILES BY ROAD WESTERLY TO CAT
 KN0525'MOUNTAIN JUST AFTER REACHING THE SUMMIT OF THE DIVIDE TURN
 KN0525'SHARP LEFT UP SMOOTH SLOPE 0.15 MILE TO SUMMIT AND MARK.
 KN0525'
 KN0525'REACHED FROM CASTLEGATE BY STATE HIGHWAY U 33, KNOWN AS THE
 KN0525'DUCHESNE ROAD, GOING N ABOUT 14 MILES TO A DIRT ROAD LEADING
 KN0525'LEFT, W, AT A SIGN MUD SPRINGS, RESERVATION RIDGE, TURN W ON
 KN0525'RESERVATION ROAD AND CONTINUE FOR 9.0 MILES ON THE MAIN-TRAVELED
 KN0525'ROAD, TO A POINT WHERE THE ROAD ENTERS A SMALL BELT OF TIMBER,
 KN0525'AT THIS POINT LEAVE THE ROAD, AND TURN LEFT UP SMOOTH SLOPE,
 KN0525'SPARSELY COVERED WITH SAGE BRUSH, GO 1/4 MILE TO STATION ON
 KN0525'THE SUMMIT.
 KN0525'
 KN0525'HEIGHT OF LIGHT ABOVE STATION MARK - 0.3 METERS.
 KN0525
 KN0525                          STATION RECOVERY (1938)
 KN0525
 KN0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0525'STATION IS ABOUT 11 MILES W OF N OF CASTLEGATE, UTAH, AND ABOUT
 KN0525'6 MILES NE OF COLTON, UTAH, ON THE BOUNDARY OF THE UINTA NATIONAL
 KN0525'FOREST.  IT IS ON THE HIGHEST POINT OF SMOOTH SUMMIT KNOWN
 KN0525'AS INDIAN HEAD PEAK.
 KN0525'
 KN0525'STATION MARK IS A STANDARD DISK WELDED ON TO THE TOP OF A
 KN0525'3-1/2 INCH IRON PIPE SUNK SECURELY IN THE GROUND.
 KN0525'
 KN0525'REFERENCE MARK NO. 1, IS A STANDARD DISK WELDED ON TO THE TOP OF
 KN0525'A 3 1/2-INCH IRON PIPE SUNK SECURELY IN THE GROUND.  IT IS N
 KN0525'OF AND ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION.
 KN0525'
 KN0525'REFERENCE MARK NO. 2, IS A STANDARD DISK WELDED ON TO THE TOP
 KN0525'OF A 3 1/2-INCH IRON PIPE SUNK SECURELY IN THE GROUND.  IT
 KN0525'IS W OF THE STATION AT ABOUT THE SAME ELEVATION.
 KN0525'
 KN0525'AZIMUTH MARK IS STANDARD DISK WELDED ON TO THE TOP OF A 3 1/2-INCH
 KN0525'IRON PIPE SUNK SECURELY IN THE GROUND.  IT IS ABOUT 3-1/2 MILES
 KN0525'W OF THE STATION ON A BARE FLAT PEAK KNOWN AS CAT PEAK.  IT
 KN0525'IS ABOUT 200 FEET LOWER IN ELEVATION THAN THE STATION.
 KN0525'
 KN0525'STATION IS REACHED FROM SOLDIER SUMMIT, UTAH, BY GOING E ON
 KN0525'U.S. HIGHWAY 50 FOR 0.5 MILE.  THENCE BEAR LEFT ON A GRAVEL
 KN0525'HIGHWAY FOR 0.5 MILE TO A ROAD LEADING TO THE LEFT, DOWN HILL,
 KN0525'THRU A WIRE GATE.  PASS THRU GATE AND FOLLOW THIS ROAD E AND
 KN0525'N FOR 0.35 MILES TO A ROAD TO THE RIGHT ACROSS A PLANK BRIDGE.
 KN0525'THENCE TURN RIGHT, ACROSS THE BRIDGE AND FOLLOW THE MAIN
 KN0525'GRADED ROAD UP VALLEY FOR 6.7 MILES TO AN INTERSECTION ON
 KN0525'THE SUMMIT OF THE RIDGE.  THENCE TURN RIGHT ON RIDGE ROAD
 KN0525'AND FOLLOW IT S AND SE FOR 9.8 MILES TO WHERE ROAD COMES OUT
 KN0525'OF A BELT OF TIMBER.  THENCE CONTINUE STRAIGHT AHEAD FOR
 KN0525'0.35 MILE TO A FENCED SPRING AND WATER TROUGHS ON THE LEFT
 KN0525'BELOW THE ROAD.  A PLAIN STOCK TRAIL LEADS FROM THE
 KN0525'SPRING, ACROSS ROAD, AND UP SAGE BRUSH RIDGE SW ABOUT 1/4
 KN0525'MILE, PASSING ABOUT 50 YARDS N OF THE STATION SITE.
 KN0525
 KN0525                          STATION RECOVERY (1947)
 KN0525
 KN0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CRR)
 KN0525'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 KN0525'CONDITION.  THE DESCRIPTION BY F.G.J. IN 1937 WAS FOUND TO BE
 KN0525'COMPLETE AND ADEQUATE.
 KN0525
 KN0525                          STATION RECOVERY (1966)
 KN0525
 KN0525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0525'RECOVERED.
 KN0525'
 KN0525'STATION MARK--STANDARD DISK, WELDED ON TO THE TOP OF A 3-1/2 IN.
 KN0525'IRON PIPE SUNK SECURELY IN THE GROUND.
 KN0525
 KN0525                          STATION RECOVERY (1974)
 KN0525
 KN0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 KN0525'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3, AND THE AZIMUTH
 KN0525'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  A LONGER
 KN0525'DISTANCE OF .037 METER TO R.M. 1 WAS VERIFIED.  THE DISTANCES
 KN0525'AND DIRECTIONS TO THE REMAINING MARKS COMPARED FAVORABLY WITH
 KN0525'THE 1937 DATA.  A NEW DESCRIPTION FOLLOWS--
 KN0525'
 KN0525'THE STATION IS LOCATED ABOUT 19 MILES NORTH-NORTHEAST OF PRICE,
 KN0525'12.5 MILES NORTH OF HELPER, 11 MILES EAST-NORTHEAST OF SOLDIER
 KN0525'SUMMIT, AND NEAR THE CENTER OF SECTION 10, T 11 S, R 9 E.
 KN0525'IT IS ON THE PROPERTY OF MR. PAUL MOYNIER, 205 EAST AND 9 NORTH
 KN0525'IN PRICE, PHONE NUMBER 637-1222.
 KN0525'
 KN0525'TO REACH THE STATION FROM SOLDIER SUMMIT, GO SOUTHEAST ON
 KN0525'U.S. HIGHWAY 6 AND 50 FOR 0.5 MILE TO A FORK.  KEEP LEFT FORK,
 KN0525'AT SIGN WHITE RIVER, AND GO EAST ON GRAVEL ROAD FOR 0.3 MILE
 KN0525'TO A FORK.  KEEP LEFT FORK ON MAIN ROAD FOR 0.3 MILE TO A FORK
 KN0525'AND SIGN WHITE RIVER LEFT FORK, RIGHT FORK.  KEEP RIGHT FORK
 KN0525'AND GO UP CANYON ON GRAVEL ROAD FOR 3.9 MILES TO A FORK.  KEEP
 KN0525'RIGHT FORK AND GO FOR 1.0 MILE TO A FORK.  KEEP RIGHT FORK
 KN0525'AND GO FOR 2.4 MILES TO A REVERSE FORK NEAR THE TOP OF A
 KN0525'SUMMIT AND SIGN BUMPER CANYON, GRASSY HOLLOW, ASHLEY NATIONAL
 KN0525'FOREST.  TURN SHARP RIGHT AND GO SOUTHEASTERLY ON MAIN ROAD
 KN0525'FOR 2.0 MILES TO A FORK.  KEEP RIGHT FORK AND GO FOR 0.8
 KN0525'MILE TO A FORK.  KEEP RIGHT FORK ON MAIN ROAD AND GO FOR 1.1
 KN0525'MILES TO A CROSSROAD AND SIGN TABBYUME CANYON.  CONTINUE
 KN0525'SOUTHEASTERLY ON MAIN ROAD FOR 1.8 MILES TO A SIGN CAT PEAK
 KN0525'ELEV 9736 ON THE RIGHT.  (TO REACH THE AZIMUTH MARK BEAR
 KN0525'RIGHT AND GO SOUTH ON DIM ROAD FOR 0.2 MILE TO THE TOP
 KN0525'OF RIDGE AND MARK.) CONTINUE SOUTHEASTERLY ON MAIN ROAD
 KN0525'FOR 3.0 MILES TO A REVERSE FORK AND SIGN FLAT RIDGE.
 KN0525'CONTINUE SOUTHEASTERLY ON MAIN ROAD FOR 0.6 MILE TO A SIDE
 KN0525'ROAD RIGHT.  TURN RIGHT AND GO SOUTH-SOUTHEASTERLY ON TRACK ROAD FOR
 KN0525'0.1 MILE TO A FORK.  KEEP LEFT FORK UPHILL ON TRACK FOR 0.25
 KN0525'MILE TO THE TOP OF MOUNTAIN AND STATION.
 KN0525'
 KN0525'THE STATION MARK IS A STANDARD DISK STAMPED INDIAN HEAD 1937,
 KN0525'BRAZED TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 6 INCHES
 KN0525'ABOVE THE GROUND.  IT IS 6 FEET SOUTH OF A METAL WITNESS POST.
 KN0525'
 KN0525'REFERENCE MARK 1 IS A STANDARD DISK STAMPED INDIAN HEAD NO 1
 KN0525'1937, BRAZED TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS
 KN0525'4 INCHES ABOVE THE GROUND.  IT IS 47.5 FEET NORTH OF A METAL
 KN0525'WITNESS POST.
 KN0525'
 KN0525'REFERENCE MARK 2 IS A STANDARD DISK STAMPED INDIAN HEAD NO 2
 KN0525'1937, BRAZED TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS
 KN0525'4 INCHES ABOVE THE GROUND.  IT IS 58 FEET SOUTHWEST OF A METAL
 KN0525'WITNESS POST.
 KN0525'
 KN0525'REFERENCE MARK 3 IS A STANDARD U.S. GEOLOGICAL SURVEY DISK
 KN0525'UNSTAMPED, RIVITED TO THE TOP OF A 3-INCH IRON PIPE THAT
 KN0525'PROJECTS 18 INCHES ABOVE THE GROUND.  IT IS 24 FEET SOUTH
 KN0525'OF A METAL WITNESS POST.
 KN0525'
 KN0525'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 KN0525'INDIAN HEAD 1937 AZ 1, BRAZED TO THE TOP OF A 3-INCH IRON PIPE
 KN0525'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 35 PACES
 KN0525'NORTH OF A BLUFF AND 2 FEET SOUTH OF A METAL WITNESS POST.
 KN0525'
 KN0525'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 KN0525'
 KN0525'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 KN0525'ENE OF SOLDIER SUMMIT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0381 ***********************************************************************
 KN0381  DESIGNATION -  INDIANOLA
 KN0381  PID         -  KN0381
 KN0381  STATE/COUNTY-  UT/UTAH
 KN0381  COUNTRY     -  US
 KN0381  USGS QUAD   -  INDIANOLA (2017)
 KN0381
 KN0381                         *CURRENT SURVEY CONTROL
 KN0381  ______________________________________________________________________
 KN0381* NAD 83(1994) POSITION- 39 49 40.15007(N) 111 23 43.86320(W)   ADJUSTED
 KN0381* NAVD 88 ORTHO HEIGHT -  2677.3   (meters)     8784.    (feet) VERTCON3
 KN0381  ______________________________________________________________________
 KN0381  GEOID HEIGHT    -        -16.273 (meters)                     GEOID18
 KN0381  LAPLACE CORR    -         12.85  (seconds)                    DEFLEC18
 KN0381  HORZ ORDER      -  SECOND
 KN0381
 KN0381.The horizontal coordinates were established by classical geodetic methods
 KN0381.and adjusted by the National Geodetic Survey in November 1997.
 KN0381
 KN0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0381
 KN0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0381.GEOID18 height accuracy estimate available here.
 KN0381
 KN0381.Click photographs - Photos may exist for this station.
 KN0381
 KN0381.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0381
 KN0381. The following values were computed from the NAD 83(1994) position.
 KN0381
 KN0381;                    North         East     Units Scale Factor Converg.
 KN0381;SPC UT C     - 2,165,920.758   508,943.621   MT  0.99989883   +0 04 00.9
 KN0381;SPC UT C     - 7,106,025.02  1,669,759.20   sFT  0.99989883   +0 04 00.9
 KN0381;UTM  12      - 4,408,721.970   466,154.048   MT  0.99961410   -0 15 12.0
 KN0381
 KN0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0381!SPC UT C     -   0.99958271  x   0.99989883  =   0.99948158
 KN0381!UTM  12      -   0.99958271  x   0.99961410  =   0.99919697
 KN0381
 KN0381:                Primary Azimuth Mark                     Grid Az
 KN0381:SPC UT C     -  LAKE                                     323 10 30.6
 KN0381:UTM  12      -  LAKE                                     323 29 43.5
 KN0381
 KN0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK6615408721(NAD 83)
 KN0381
 KN0381|---------------------------------------------------------------------|
 KN0381| PID    Reference Object                     Distance      Geod. Az  |
 KN0381|                                                           dddmmss.s |
 KN0381| CM4941 INDIANOLA RM 2                        7.400 METERS 06156     |
 KN0381| KN0371 C H 7                               APPROX.14.0 KM 1331745.5 |
 KN0381| KN0424 MOUNT BALDY                         APPROX.17.3 KM 2441947.2 |
 KN0381| CM4940 INDIANOLA RM 1                        3.280 METERS 27516     |
 KN0381| KN0383 LAKE                                APPROX.10.4 KM 3231431.5 |
 KN0381|---------------------------------------------------------------------|
 KN0381
 KN0381                          SUPERSEDED SURVEY CONTROL
 KN0381
 KN0381  NAD 83(1993)-  39 49 40.13901(N)    111 23 43.85803(W) AD(       ) 2
 KN0381  NAD 83(1986)-  39 49 40.13674(N)    111 23 43.85760(W) AD(       ) 2
 KN0381  NAD 27      -  39 49 40.28600(N)    111 23 41.19900(W) AD(       ) 2
 KN0381  USSD        -  39 49 41.07300(N)    111 23 41.78700(W) AD(       ) 3
 KN0381  NGVD 29 (07/19/86) 2676.0    (m)         8780.     (f) VERT ANG       
 KN0381
 KN0381.Superseded values are not recommended for survey control.
 KN0381
 KN0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0381.See file dsdata.pdf to determine how the superseded data were derived.
 KN0381
 KN0381_MARKER: DS = TRIANGULATION STATION DISK
 KN0381_SETTING: 0 = UNSPECIFIED SETTING
 KN0381
 KN0381  HISTORY     - Date     Condition        Report By
 KN0381  HISTORY     - 1919     MONUMENTED       CGS
 KN0381
 KN0381                          STATION DESCRIPTION
 KN0381
 KN0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (GDC)
 KN0381'ABOUT 8 MILES EAST OF INDIANOLA AND ABOUT 200 METERS (656 FEET)
 KN0381'SOUTH OF A WOOD ROAD KNOWN AS BROWNS TRAIL, ON A LOW BRUSHY
 KN0381'KNOLL KNOWN LOCALLY AS BROWN PEAK.  A GOOD WAGON ROAD FROM
 KN0381'INDIANOLA PASSES WITHIN 200 METERS (656 FEET) OF THE STATION.
 KN0381'STATION IS MARKED BY A STANDARD DISK STATION MARK.  TWO STANDARD
 KN0381'DISK REFERENCE MARKS ARE RESPECTIVELY, 3.280 METERS (10.76
 KN0381'FEET) DISTANT N 84 DEG 44 MIN W AND 7.400 METERS (24.28
 KN0381'FEET) DISTANT N 61 DEG 56 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0780 ***********************************************************************
 MS0780  DESIGNATION -  INGHRAM
 MS0780  PID         -  MS0780
 MS0780  STATE/COUNTY-  UT/BOX ELDER
 MS0780  COUNTRY     -  US
 MS0780  USGS QUAD   -  POTTERS CREEK (2017)
 MS0780
 MS0780                         *CURRENT SURVEY CONTROL
 MS0780  ______________________________________________________________________
 MS0780* NAD 83(1994) POSITION- 41 41 26.38139(N) 113 44 30.14636(W)   ADJUSTED
 MS0780* NAVD 88 ORTHO HEIGHT -  2744.7   (meters)     9005.    (feet) VERTCON3
 MS0780  ______________________________________________________________________
 MS0780  GEOID HEIGHT    -        -15.367 (meters)                     GEOID18
 MS0780  LAPLACE CORR    -         -0.06  (seconds)                    DEFLEC18
 MS0780  HORZ ORDER      -  SECOND
 MS0780
 MS0780.The horizontal coordinates were established by classical geodetic methods
 MS0780.and adjusted by the National Geodetic Survey in November 1997.
 MS0780
 MS0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0780
 MS0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0780.GEOID18 height accuracy estimate available here.
 MS0780
 MS0780.Click photographs - Photos may exist for this station.
 MS0780
 MS0780.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0780
 MS0780. The following values were computed from the NAD 83(1994) position.
 MS0780
 MS0780;                    North         East     Units Scale Factor Converg.
 MS0780;SPC UT N     - 1,153,142.256   313,399.307   MT  0.99998627   -1 28 41.1
 MS0780;SPC UT N     - 3,783,267.55  1,028,210.89   sFT  0.99998627   -1 28 41.1
 MS0780;UTM  12      - 4,619,064.046   271,831.749   MT  1.00024070   -1 49 27.5
 MS0780
 MS0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0780!SPC UT N     -   0.99957209  x   0.99998627  =   0.99955836
 MS0780!UTM  12      -   0.99957209  x   1.00024070  =   0.99981268
 MS0780
 MS0780:                Primary Azimuth Mark                     Grid Az
 MS0780:SPC UT N     -  TWIN                                     340 31 31.7
 MS0780:UTM  12      -  TWIN                                     340 52 18.1
 MS0780
 MS0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM7183119064(NAD 83)
 MS0780
 MS0780|---------------------------------------------------------------------|
 MS0780| PID    Reference Object                     Distance      Geod. Az  |
 MS0780|                                                           dddmmss.s |
 MS0780| CM4943 INGHRAM RM 2                         10.836 METERS 01315     |
 MS0780| CM4942 INGHRAM RM 1                          9.103 METERS 26421     |
 MS0780| MS0781 TWIN                                APPROX.28.1 KM 3390250.6 |
 MS0780|---------------------------------------------------------------------|
 MS0780
 MS0780                          SUPERSEDED SURVEY CONTROL
 MS0780
 MS0780  NAD 83(1986)-  41 41 26.37512(N)    113 44 30.14175(W) AD(       ) 2
 MS0780  NAD 27      -  41 41 26.66206(N)    113 44 27.11429(W) AD(       ) 2
 MS0780  NGVD 29 (07/19/86) 2743.4    (m)         9001.     (f) VERT ANG       
 MS0780
 MS0780.Superseded values are not recommended for survey control.
 MS0780
 MS0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0780.See file dsdata.pdf to determine how the superseded data were derived.
 MS0780
 MS0780_MARKER: DD = SURVEY DISK
 MS0780_SETTING: 66 = SET IN ROCK OUTCROP
 MS0780_STAMPING: INGHRAM 1968
 MS0780_MARK LOGO: USGS
 MS0780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0780+STABILITY: POSITION/ELEVATION WELL
 MS0780
 MS0780  HISTORY     - Date     Condition        Report By
 MS0780  HISTORY     - 1968     MONUMENTED       USGS
 MS0780
 MS0780                          STATION DESCRIPTION
 MS0780
 MS0780'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FLA)
 MS0780'LOCATED ABOUT 23 MI. SW. BY W. OF PARK VALLEY.  ABOUT 7.5
 MS0780'MI. E. OF GROUSE CREEK.  ON INGHRAM PEAK.
 MS0780'
 MS0780'REACHED BY HELICOPTER.
 MS0780'
 MS0780'THE STATION SITE HAS REPORTEDLY BEEN REACHED WITH 4-WHEEL
 MS0780'DRIVE.  FROM AN AREA NEAR STATE HIGHWAY 70 AND ROSEBUD CREEK,
 MS0780'TO THE GROUSE CREEK MOUNTAINS.  THENCE N. ON THE RIDGE OF THE
 MS0780'MOUNTAINS, ALONG AN OLD FENCE LINE, TO THE STATION SITE ON
 MS0780'THE HIGHEST GROUND.
 MS0780'
 MS0780'STATION MARK--A STANDARD USGS TRIANGULATION TABLET STAMPED
 MS0780'INGHRAM 1968, CEMENTED IN BEDROCK.
 MS0780'
 MS0780'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 MS0780'STAMPED NO 1 1968 CEMENTED IN BEDROCK.
 MS0780'
 MS0780'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 MS0780'STAMPED NO 2 1968, CEMENTED IN BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HP0313 ***********************************************************************
 HP0313  DESIGNATION -  INITIAL MESA
 HP0313  PID         -  HP0313
 HP0313  STATE/COUNTY-  UT/WASHINGTON
 HP0313  COUNTRY     -  US
 HP0313  USGS QUAD   -  TERRY BENCHES (2018)
 HP0313
 HP0313                         *CURRENT SURVEY CONTROL
 HP0313  ______________________________________________________________________
 HP0313* NAD 83(1994) POSITION- 37 00 09.10144(N) 114 02 41.78431(W)   ADJUSTED
 HP0313* NAVD 88 ORTHO HEIGHT -   841.54  (+/-2cm)     2761.0   (feet) VERTCON3
 HP0313  ______________________________________________________________________
 HP0313  GEOID HEIGHT    -        -25.845 (meters)                     GEOID18
 HP0313  LAPLACE CORR    -          0.39  (seconds)                    DEFLEC18
 HP0313  HORZ ORDER      -  FIRST
 HP0313  VERT ORDER      -  THIRD ? (See Below)
 HP0313
 HP0313.The horizontal coordinates were established by classical geodetic methods
 HP0313.and adjusted by the National Geodetic Survey in November 1997.
 HP0313
 HP0313.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0313
 HP0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 HP0313.GEOID18 height accuracy estimate available here.
 HP0313
 HP0313.The vertical order pertains to the NGVD 29 superseded value.
 HP0313
 HP0313.Click photographs - Photos may exist for this station.
 HP0313
 HP0313.The Laplace correction was computed from DEFLEC18 derived deflections.
 HP0313
 HP0313. The following values were computed from the NAD 83(1994) position.
 HP0313
 HP0313;                    North         East     Units Scale Factor Converg.
 HP0313;SPC UT S     - 3,040,357.628   273,496.211   MT  1.00004361   -1 33 33.3
 HP0313;SPC UT S     - 9,974,906.65    897,295.49   sFT  1.00004361   -1 33 33.3
 HP0313;SPC UT S     - 9,974,906.65    897,295.49   sFT  1.00004361   -1 33 33.3
 HP0313;SPC NV E     - 8,251,014.679   336,921.305   MT  1.00013088   +0 55 33.7
 HP0313;SPC NV E     -27,070,203.99  1,105,382.65   sFT  1.00013088   +0 55 33.7
 HP0313;SPC UT S     - 3,040,357.628   273,496.211   MT  1.00004361   -1 33 33.3
 HP0313;UTM  11      - 4,099,236.040   762,953.311   MT  1.00045188   +1 46 46.3
 HP0313;UTM  12      - 4,099,488.374   229,046.724   MT  1.00050452   -1 50 01.4
 HP0313
 HP0313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0313!SPC UT S     -   0.99987201  x   1.00004361  =   0.99991561
 HP0313!SPC NV E     -   0.99987201  x   1.00013088  =   1.00000287
 HP0313!SPC UT S     -   0.99987201  x   1.00004361  =   0.99991561
 HP0313!UTM  11      -   0.99987201  x   1.00045188  =   1.00032383
 HP0313!UTM  12      -   0.99987201  x   1.00050452  =   1.00037646
 HP0313
 HP0313:                Primary Azimuth Mark                     Grid Az
 HP0313:SPC UT S     -  INITIAL MESA AZ MK                       241 52 17.8
 HP0313:SPC NV E     -  INITIAL MESA AZ MK                       239 23 10.8
 HP0313:SPC UT S     -  INITIAL MESA AZ MK                       241 52 17.8
 HP0313:UTM  11      -  INITIAL MESA AZ MK                       238 31 58.2
 HP0313:UTM  12      -  INITIAL MESA AZ MK                       242 08 45.9
 HP0313
 HP0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6295399236(NAD 83)
 HP0313
 HP0313|---------------------------------------------------------------------|
 HP0313| PID    Reference Object                     Distance      Geod. Az  |
 HP0313|                                                           dddmmss.s |
 HP0313| DD6065 INITIAL MESA RM 1                    19.290 METERS 10610     |
 HP0313| GQ0425 LOS ANGELES SALT LK AWY BCN 34      APPROX.11.1 KM 1190318.2 |
 HP0313| GR1811 INITIAL                             APPROX. 0.6 KM 2124433.6 |
 HP0313| DD6066 INITIAL MESA RM 2                     7.563 METERS 21656     |
 HP0313| HP0314 BOUNDARY INITIAL MON AZ NV UT       APPROX. 0.5 KM 2401841.5 |
 HP0313| DD6064 INITIAL MESA AZ MK                                 2401844.5 |
 HP0313| HP0315 LOS ANGELES SALT LK AWY BN 34       APPROX.10.9 KM 3252458.9 |
 HP0313|---------------------------------------------------------------------|
 HP0313
 HP0313                          SUPERSEDED SURVEY CONTROL
 HP0313
 HP0313  NAD 83(1992)-  37 00 09.10141(N)    114 02 41.78433(W) AD(       ) 1
 HP0313  NAD 83(1986)-  37 00 09.09860(N)    114 02 41.78407(W) AD(       ) 1
 HP0313  NAD 27      -  37 00 09.18900(N)    114 02 38.90000(W) AD(       ) 1
 HP0313  NGVD 29             840.78   (m)         2758.5    (f) LEVELING    3  
 HP0313
 HP0313.Superseded values are not recommended for survey control.
 HP0313
 HP0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0313.See file dsdata.pdf to determine how the superseded data were derived.
 HP0313
 HP0313_MARKER: DS = TRIANGULATION STATION DISK
 HP0313_SETTING: 66 = SET IN ROCK OUTCROP
 HP0313_STAMPING: INITIAL MESA 1938
 HP0313_MARK LOGO: CGS
 HP0313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HP0313+STABILITY: POSITION/ELEVATION WELL
 HP0313
 HP0313  HISTORY     - Date     Condition        Report By
 HP0313  HISTORY     - 1938     MONUMENTED       CGS
 HP0313  HISTORY     - 1944     GOOD             CGS
 HP0313  HISTORY     - 1953     GOOD             CGS
 HP0313  HISTORY     - 1960     GOOD             AMS
 HP0313
 HP0313                          STATION DESCRIPTION
 HP0313
 HP0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HP0313'STATION IS ON THE SW POINT OF A LOW FLAT-TOPPED MESA THAT
 HP0313'LIES ABOUT 26 MILES WSW OF ST. GEORGE AND ABOUT 1/2 MILE
 HP0313'ENE OF INITIAL MONUMENT WHICH MARKS THE SW CORNER OF THE
 HP0313'STATE OF UTAH.
 HP0313'
 HP0313'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL
 HP0313'HOLES IN OUTCROPPING BEDROCK.
 HP0313'
 HP0313'STATION INITIAL LIES ABOUT 1/2 MILE SW ON SMALL KNOB AND IS
 HP0313'USED AS THE AZIMUTH MARK.
 HP0313'
 HP0313'INITIAL MONUMENT IS A BRONZE REFERENCE DISK SET IN THE TOP
 HP0313'OF A RED SANDSTONE POST.  THE POST MARKS THE CORNER OF UTAH,
 HP0313'ARIZONA, AND NEVADA.
 HP0313'
 HP0313'AN AIR BEACON AT AN EMERGENCY LANDING FIELD IS ABOUT 5 MILES
 HP0313'SE AND ABOUT 2-1/2 MILES W OF U.S. HIGHWAY 91.
 HP0313'
 HP0313'TO REACH STATION FROM ST. GEORGE, GO W AND SW ON U.S. HIGHWAY
 HP0313'91 FOR 24 MILES TO CASTLE CLIFF SERVICE STATION, CONTINUE
 HP0313'0.1 MILE, THEN TURN RIGHT, ACROSS WASH, ON NEWLY GRADED C.C.C.
 HP0313'ROAD, GO 0.4 MILE, THEN BEAR LEFT ON TRACK ROAD, FOLLOW THIS
 HP0313'ROAD IN A W DIRECTION (ROAD WINDS SW, NW, THEN W), KEEPING
 HP0313'TO THE MAIN-TRAVELED ROAD, 11.4 MILES TO FORKS IN BEAVER DAM
 HP0313'WASH.  CROSS WASH (W) AND FOLLOW TRAIL ROAD UP NARROW SIDE
 HP0313'WASH AND STEEP RIDGE TO SUMMIT OF BENCH, THEN BEAR SW ALONG
 HP0313'TELEPHONE LINE TO POINT 6.5 MILES FROM BEAVER DAM WASH, BEAR
 HP0313'LEFT ON MAIN ROAD (S) OVER RIDGE AND THROUGH WASH 1.7 MILES
 HP0313'TO ROAD INTERSECTION, TURN LEFT (E) ON THIS ROAD AND GO
 HP0313'3.2 MILES TO CROSSING OF WASH, TURN RIGHT (S) DOWN WASH
 HP0313'AND GO 0.9 MILE TO WASH ENTERING FROM NE, TURN LEFT (E) UP
 HP0313'SIDE WASH AND GO 0.6 MILE TO W BANK OF LARGER WASH, TURN
 HP0313'LEFT UP RIDGE AND GO 0.3 MILE TO BASE OF MESA.  STATION
 HP0313'LIES ABOUT 200 YARDS S FROM THIS POINT.  A 10-MINUTE
 HP0313'PACK.
 HP0313
 HP0313                          STATION RECOVERY (1944)
 HP0313
 HP0313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0313'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.  LATTER
 HP0313'WERE NOT MEASURED.
 HP0313'
 HP0313'STATION IS LOCATED ABOUT 24 MILES (AIR LINE) SW OF ST. GEORGE,
 HP0313'ABOUT 15 MILES (AIR LINE) SW OF CASTLE CLIFF, 9 MILES (AIR
 HP0313'LINE) NW OF LITTLEFIELD, ARIZONA, ABOUT 0.3 MILE E OF THE
 HP0313'CORNER OF ARIZONA, NEVADA, AND UTAH, AND ON THE SW END OF A
 HP0313'LONG LOW MESA OVERLOOKING VALLEY.  STAMPED INITIAL MESA
 HP0313'1938 AND PROJECTS 3 IN.
 HP0313'
 HP0313'REFERENCE MARK 1 IS STAMPED INITIAL MESA 1938 NO 1 AND IS
 HP0313'FLUSH WITH THE GROUND.
 HP0313'
 HP0313'REFERENCE MARK 2 IS STAMPED INITIAL MESA 1938 NO 2 AND IS FLUSH
 HP0313'WITH THE GROUND.
 HP0313'
 HP0313'TO REACH STATION FROM CASTLE CLIFF WHICH IS ABOUT 24 MILES
 HP0313'SW OF ST. GEORGE ON U.S. HIGHWAY 91, GO S ON HIGHWAY 91 FOR
 HP0313'0.1 MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO W ON BLADED
 HP0313'ROAD FOR 2.3 MILES TO FORKS, TAKE LEFT FORK AND CONTINUE
 HP0313'W FOR 6.7 MILES, CROSS TELEPHONE LINE AND GO 0.7 MILE TO FORKS.
 HP0313'TAKE LEFT FORK AND GO 1.5 MILES TO THE TERRY RANCH.  TURN
 HP0313'LEFT AND GO S DOWN BEAVER DAM WASH FOR 1.3 MILES TO FORKS,
 HP0313'TAKE LEFT FORK AND CONTINUE DOWN WASH FOR 0.9 MILE TO
 HP0313'TELEPHONE LINE.  CONTINUE S 0.3 MILE TO RIGHT TURN AND A
 HP0313'BLADED ROAD LEADING OUT OF WASH AND TO TELEPHONE LINE.
 HP0313'FROM WASH FOLLOW TELEPHONE LINE 8.2 MILES TO FORKS AT
 HP0313'BOTTOM OF DEEP CANYON.  TAKE LEFT FORK AND GO SE ALONG OLD
 HP0313'ROAD FOR 3.2 MILES TO A WASH, CROSS WASH AND CONTINUE E
 HP0313'FOR 1.2 MILES TO TOP OF RIDGE.  FROM HERE DRIVE ACROSS
 HP0313'COUNTRY SW, THEN S, ALONG W EDGE OF MESA RIM FOR 1.5
 HP0313'MILES TO SW EDGE OF MESA AND STATION.
 HP0313
 HP0313                          STATION RECOVERY (1953)
 HP0313
 HP0313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 HP0313'THE STATION IS ABOUT 28 MILES WEST-SOUTHWEST OF ST. GEORGE,
 HP0313'UTAH, 14 MILES NORTH OF MESQUITE, NEVADA, AND 11 MILES NORTHWEST
 HP0313'OF LITTLEFIELD, ARIZONA.  IT IS ON THE SOUTHWEST POINT OF
 HP0313'A LOW MESA AND LIES ABOUT 1/2 MILE EAST-NORTHEAST OF INITIAL
 HP0313'MONUMENT AT THE SOUTHWEST CORNER OF THE STATE OF UTAH.
 HP0313'
 HP0313'TO REACH THE STATION FROM THE BRIDGE ACROSS BEAVER DAM CREEK,
 HP0313'ABOUT 1 MILE NORTH-NORTHWEST OF LITTLEFIELD, GO SOUTH ON U.S.
 HP0313'HIGHWAY 91, TOWARD MESQUITE, FOR 1.45 MILES TO A BLADED ROAD
 HP0313'ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE BLADED ROAD FOR
 HP0313'4.5 MILES TO A CROSS ROAD.  TURN RIGHT AND CONTINUE ON THE
 HP0313'MAIN TRAVELED ROAD, NORTHERLY AND WESTERLY, FOR 11.65 MILES
 HP0313'TO A BLADED CROSS ROAD.  TURN RIGHT, EAST, AND CONTINUE FOR
 HP0313'3.0 MILES TO THE CREST OF THE MESA RIDGE.  THENCE TURN RIGHT,
 HP0313'OFF THE ROAD, AND CONTINUE SOUTHERLY ALONG THE MESA FOR
 HP0313'1.7 MILES TO THE SOUTHWEST HIGH POINT OF THE RIM AND THE
 HP0313'STATION.
 HP0313'
 HP0313'THE STATION MARK IS A STANDARD DISK STAMPED INITIAL MESA
 HP0313'1938.  IT IS SET IN BEDROCK FLUSH WITH THE SURFACE OF THE
 HP0313'GROUND, 32 FEET NORTHEAST OF THE EDGE OF THE BLUFF.
 HP0313'
 HP0313'REFERENCE MARK 1 IS A STANDARD DISK STAMPED INITIAL MESA NO
 HP0313'1 1938.  IT IS SET IN BEDROCK FLUSH WITH THE SURFACE OF THE
 HP0313'GROUND, 50 FEET NORTHEAST OF THE EDGE OF THE BLUFF.
 HP0313'
 HP0313'REFERENCE MARK 2 IS A STANDARD DISK STAMPED INITIAL MESA
 HP0313'NO 2 1938.  IT IS SET IN BEDROCK FLUSH WITH THE SURFACE OF
 HP0313'THE GROUND, 6 FEET NORTHEAST OF THE EDGE OF THE BLUFF.
 HP0313'
 HP0313'REFERENCE MARK 3 FOR STATION INITIAL 1916 WILL SERVE AS THE
 HP0313'AZIMUTH MARK FOR THIS STATION.  IT IS SET IN THE TOP AND
 HP0313'CENTER OF A RED, SEDIMENTARY STONE THAT IS SHOWN IN PUBLICATIONS
 HP0313'AS INITIAL MONUMENT.  THIS STONE MARKS THE CORNERS OF THE
 HP0313'STATES OF UTAH, ARIZONA AND NEVADA.  THE DISK IS A STANDARD
 HP0313'REFERENCE MARK, UNSTAMPED, WITH THE ARROW TOWARD STATION
 HP0313'INITIAL 1916.  THE STONE IS 15 INCHES BY 9 INCHES AND PROJECTS
 HP0313'30 INCHES ABOVE THE GROUND.  IT IS SET IN A SMALL MOUND AND
 HP0313'IN A SHALLOW DRAW.  THE ENGRAVING ON THE STONE READS INTL
 HP0313'MONT NL 37 NEVADA WL 37 ARIZONA UTAH.
 HP0313'
 HP0313'TO REACH FROM THE STATION WALK WEST-SOUTHWEST FOR ABOUT 1/2
 HP0313'MILE TO THE MONUMENT AT A POINT ABOUT ABREAST OF INITIAL 1916,
 HP0313'WHICH IS ON THE POINT OF A LOW RIDGE ABOUT 1/4 MILE TO THE
 HP0313'SOUTH.
 HP0313
 HP0313                          STATION RECOVERY (1960)
 HP0313
 HP0313'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 HP0313'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3692 ***********************************************************************
 AA3692  CBN         -  This is a Cooperative Base Network Control Station.
 AA3692  DESIGNATION -  INLET
 AA3692  PID         -  AA3692
 AA3692  STATE/COUNTY-  UT/UTAH
 AA3692  COUNTRY     -  US
 AA3692  USGS QUAD   -  SARATOGA SPRINGS (2017)
 AA3692
 AA3692                         *CURRENT SURVEY CONTROL
 AA3692  ______________________________________________________________________
 AA3692* NAD 83(2011) POSITION- 40 21 26.52687(N) 111 54 00.35707(W)   ADJUSTED
 AA3692* NAD 83(2011) ELLIP HT-  1354.992 (meters)        (06/27/12)   ADJUSTED
 AA3692* NAD 83(2011) EPOCH   -  2010.00
 AA3692* NAVD 88 ORTHO HEIGHT -  1372.4   (meters)     4503.    (feet) GPS OBS
 AA3692  ______________________________________________________________________
 AA3692  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AA3692  GEOID HEIGHT    -        -17.352 (meters)                     GEOID09
 AA3692  GEOID HEIGHT    -        -17.351 (meters)                     GEOID18
 AA3692  NAD 83(2011) X  - -1,815,764.082 (meters)                     COMP
 AA3692  NAD 83(2011) Y  - -4,516,832.441 (meters)                     COMP
 AA3692  NAD 83(2011) Z  -  4,109,181.063 (meters)                     COMP
 AA3692  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 AA3692
 AA3692  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3692  Standards:
 AA3692         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3692            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3692  -------------------------------------------------------------------
 AA3692  NETWORK    0.61   1.22           0.27   0.22   0.62     -0.04502535
 AA3692  -------------------------------------------------------------------
 AA3692  Click here for local accuracies and other accuracy information.
 AA3692
 AA3692.The horizontal coordinates were established by GPS observations
 AA3692.and adjusted by the National Geodetic Survey in June 2012.
 AA3692
 AA3692.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3692.been affixed to the stable North American tectonic plate. See 
 AA3692.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3692
 AA3692.The horizontal coordinates are valid at the epoch date displayed above
 AA3692.which is a decimal equivalence of Year/Month/Day.
 AA3692
 AA3692.The orthometric height was determined by GPS observations and a
 AA3692.high-resolution geoid model.
 AA3692
 AA3692.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3692.GEOID18 height accuracy estimate available here.
 AA3692
 AA3692.Click photographs - Photos may exist for this station.
 AA3692
 AA3692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3692
 AA3692.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3692
 AA3692.The ellipsoidal height was determined by GPS observations
 AA3692.and is referenced to NAD 83.
 AA3692
 AA3692. The following values were computed from the NAD 83(2011) position.
 AA3692
 AA3692;                    North         East     Units Scale Factor Converg.
 AA3692;SPC UT C     - 2,224,785.632   466,014.905   MT  0.99994032   -0 15 22.7
 AA3692;SPC UT C     - 7,299,150.86  1,528,917.23   sFT  0.99994032   -0 15 22.7
 AA3692;UTM  12      - 4,467,811.639   423,569.319   MT  0.99967191   -0 34 58.4
 AA3692
 AA3692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3692!SPC UT C     -   0.99978749  x   0.99994032  =   0.99972782
 AA3692!UTM  12      -   0.99978749  x   0.99967191  =   0.99945946
 AA3692
 AA3692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2356967811(NAD 83)
 AA3692
 AA3692                          SUPERSEDED SURVEY CONTROL
 AA3692
 AA3692  NAD 83(2007)-  40 21 26.52655(N)    111 54 00.35751(W) AD(2002.00) 0
 AA3692  ELLIP H (02/10/07) 1355.006  (m)                       GP(2002.00)    
 AA3692  ELLIP H (06/28/00) 1355.012  (m)                       GP(       ) 4 1
 AA3692  NAD 83(1994)-  40 21 26.52564(N)    111 54 00.35617(W) AD(       ) B
 AA3692  ELLIP H (04/21/95) 1355.097  (m)                       GP(       ) 4 1
 AA3692  NAVD 88 (06/28/00) 1372.3    (m)  GEOID99  model used  GPS OBS        
 AA3692  NAVD 88 (04/21/95) 1372.4    (m)  GEOID93  model used  GPS OBS        
 AA3692
 AA3692.Superseded values are not recommended for survey control.
 AA3692
 AA3692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3692.See file dsdata.pdf to determine how the superseded data were derived.
 AA3692
 AA3692_MARKER: DD = SURVEY DISK
 AA3692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3692_STAMPING: INLET 1994
 AA3692_MARK LOGO: UT-049
 AA3692_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3692+STABILITY: SURFACE MOTION
 AA3692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3692+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2016
 AA3692
 AA3692  HISTORY     - Date     Condition        Report By
 AA3692  HISTORY     - 1994     MONUMENTED       UT-049
 AA3692  HISTORY     - 19990615 GOOD             UT-049
 AA3692  HISTORY     - 20160309 GOOD             INDIV
 AA3692
 AA3692                          STATION DESCRIPTION
 AA3692
 AA3692'DESCRIBED BY UTAH COUNTY UTAH 1994 (DN)
 AA3692'STATION IS LOCATED ABOUT 6 KM (3.70 MI) SOUTHWEST OF LEHI, AT THE
 AA3692'NORTHWEST CORNER OF UTAH LAKE, MIDWAY BETWEEN SARATOGA SPRINGS AND THE
 AA3692'JORDAN RIVER OUTLET INTO THE LAKE, AT INLET PARK, IN THE WEST CORNER
 AA3692'OF A RECTANGULAR-SHAPED PAVED PARKING LOT, IN THE NORTHWEST 1/4 OF
 AA3692'SECTION 25, T 5 S, R 1 W.  OWNERSHIP--UTAH COUNTY. TO REACH FROM THE
 AA3692'UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 15 AND STATE HIGHWAY
 AA3692'73 (EXIT 282) AT LEHI, GO WEST ON HIGHWAY 73 THROUGH TOWN FOR 6.92 KM
 AA3692'(4.30 MI) TO A PAVED CROSSROAD.  TURN LEFT, SOUTH, ON STATE HIGHWAY 68
 AA3692'FOR 3.63 KM (2.25 MI) TO A PAVED ROAD LEFT.  TURN LEFT, EAST, ON 6800
 AA3692'NORTH FOR 1.23 KM (0.75 MI) TO A PAVED T-ROAD.  TURN LEFT, NORTH, ON
 AA3692'SARATOGA ROAD FOR 0.34 KM (0.20 MI) TO THE INLET PARK ENTRANCE ROAD ON
 AA3692'THE RIGHT.  TURN RIGHT, PASSING THROUGH AN UNLOCKED GATE FOR 41 M
 AA3692'(134.5 FT) TO THE STATION ON THE RIGHT. STATION MARK IS A DISK SET IN
 AA3692'THE TOP OF A 30-CM ROUND CONCRETE POST SET FLUSH WITH THE PAVEMENT.
 AA3692'IT IS 2.2 M (7.2 FT) EAST OF THE WEST CORNER GUARDRAIL OF THE LOT, 4.6
 AA3692'M (15.1 FT) SOUTH OF A GUARDRAIL CORNER, 8.8 M (28.9 FT) SOUTHWEST OF
 AA3692'THE ENTRANCE ROAD CENTER, AND 41.3 M (135.5 FT) SOUTHEAST OF THE
 AA3692'CENTER OF SARATOGA ROAD. DESCRIBED BY G.R.HEID
 AA3692
 AA3692                          STATION RECOVERY (1999)
 AA3692
 AA3692'RECOVERY NOTE BY UTAH COUNTY UTAH 1999 (CR)
 AA3692'RECOVERED AS DESCRIBED.
 AA3692
 AA3692                          STATION RECOVERY (2016)
 AA3692
 AA3692'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (BJB)
 AA3692'FOUND IN GOOD CONDITION IN PARKING STALL AT SOUTHWEST CORNER OF THE
 AA3692'INLET PARK PARKING LOT. FLUSH BRASS CAP IN CONCRETE. MARKED INLET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0406 ***********************************************************************
 LP0406  DESIGNATION -  INTERNATIONAL SMELTING CO STK
 LP0406  PID         -  LP0406
 LP0406  STATE/COUNTY-  UT/TOOELE
 LP0406  COUNTRY     -  US
 LP0406  USGS QUAD   -  BINGHAM CANYON (2017)
 LP0406
 LP0406                         *CURRENT SURVEY CONTROL
 LP0406  ______________________________________________________________________
 LP0406* NAD 83(1994) POSITION- 40 32 59.45916(N) 112 13 28.50491(W)   ADJUSTED
 LP0406  ______________________________________________________________________
 LP0406  GEOID HEIGHT    -        -17.139 (meters)                     GEOID18
 LP0406  LAPLACE CORR    -          7.38  (seconds)                    DEFLEC18
 LP0406  HORZ ORDER      -  THIRD
 LP0406
 LP0406.The horizontal coordinates were established by classical geodetic methods
 LP0406.and adjusted by the National Geodetic Survey in November 1997.
 LP0406
 LP0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0406.GEOID18 height accuracy estimate available here.
 LP0406
 LP0406.Click photographs - Photos may exist for this station.
 LP0406
 LP0406.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0406
 LP0406. The following values were computed from the NAD 83(1994) position.
 LP0406
 LP0406;                    North         East     Units Scale Factor Converg.
 LP0406;SPC UT C     - 2,246,331.068   438,626.170   MT  0.99997662   -0 27 51.0
 LP0406;SPC UT C     - 7,369,837.85  1,439,059.36   sFT  0.99997662   -0 27 51.0
 LP0406;UTM  12      - 4,489,508.495   396,311.823   MT  0.99973234   -0 47 46.3
 LP0406
 LP0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK9631189508(NAD 83)
 LP0406
 LP0406                          SUPERSEDED SURVEY CONTROL
 LP0406
 LP0406  NAD 83(1993)-  40 32 59.45652(N)    112 13 28.51333(W) AD(       ) 3
 LP0406  NAD 83(1986)-  40 32 59.45231(N)    112 13 28.49910(W) AD(       ) 3
 LP0406  NAD 27      -  40 32 59.63736(N)    112 13 25.67995(W) AD(       ) 3
 LP0406
 LP0406.Superseded values are not recommended for survey control.
 LP0406
 LP0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0406.See file dsdata.pdf to determine how the superseded data were derived.
 LP0406
 LP0406_MARKER: 63 = STACK
 LP0406
 LP0406  HISTORY     - Date     Condition        Report By
 LP0406  HISTORY     - 1938     FIRST OBSERVED   CGS
 LP0406
 LP0406                          STATION DESCRIPTION
 LP0406
 LP0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 LP0406'STACK OF THE INTERNATIONAL SMELTING CO. ABOUT 4 MILES EAST
 LP0406'OF TOOELE.  STACK INTERSECTED IS THE LARGEST AND HIGHEST OF
 LP0406'SEVERAL AT THE SMELTER, AND SITE WELL TO THE SOUTHWEST SIDE
 LP0406'OF THE PLANT.
 LP0406'
 LP0406'IT IS GREY IN COLOR CONSTRUCTED OF BRICK AND CONCRETE.  IT
 LP0406'APPEARS TO BE ABOUT ONE HUNDRED AND FIFTEEN FEET IN HEIGHT
 LP0406'GOING UP FROM ABOUT A SIXTY-FOOT BASE AND TAPERING TOWARD
 LP0406'THE TOP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1066 ***********************************************************************
 LO1066  DESIGNATION -  IOKA
 LO1066  PID         -  LO1066
 LO1066  STATE/COUNTY-  UT/DUCHESNE
 LO1066  COUNTRY     -  US
 LO1066  USGS QUAD   -  BLUEBELL (2017)
 LO1066
 LO1066                         *CURRENT SURVEY CONTROL
 LO1066  ______________________________________________________________________
 LO1066* NAD 83(1994) POSITION- 40 19 28.62969(N) 110 09 21.92586(W)   ADJUSTED
 LO1066* NAVD 88 ORTHO HEIGHT -  1912.3   (meters)     6274.    (feet) VERTCON3
 LO1066  ______________________________________________________________________
 LO1066  GEOID HEIGHT    -        -16.944 (meters)                     GEOID18
 LO1066  LAPLACE CORR    -         -5.25  (seconds)                    DEFLEC18
 LO1066  HORZ ORDER      -  FIRST
 LO1066
 LO1066.The horizontal coordinates were established by classical geodetic methods
 LO1066.and adjusted by the National Geodetic Survey in November 1997.
 LO1066
 LO1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1066
 LO1066.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1066.GEOID18 height accuracy estimate available here.
 LO1066
 LO1066.Click photographs - Photos may exist for this station.
 LO1066
 LO1066.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1066
 LO1066. The following values were computed from the NAD 83(1994) position.
 LO1066
 LO1066;                    North         East     Units Scale Factor Converg.
 LO1066;SPC UT C     - 2,221,931.324   614,204.642   MT  0.99993528   +0 51 39.2
 LO1066;SPC UT C     - 7,289,786.35  2,015,103.06   sFT  0.99993528   +0 51 39.2
 LO1066;UTM  12      - 4,464,129.490   571,694.013   MT  0.99966327   +0 32 46.1
 LO1066
 LO1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1066!SPC UT C     -   0.99970276  x   0.99993528  =   0.99963806
 LO1066!UTM  12      -   0.99970276  x   0.99966327  =   0.99936613
 LO1066
 LO1066:                Primary Azimuth Mark                     Grid Az
 LO1066:SPC UT C     -  IOKA AZ MK                               070 04 11.5
 LO1066:UTM  12      -  IOKA AZ MK                               070 23 04.6
 LO1066
 LO1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK7169464129(NAD 83)
 LO1066
 LO1066|---------------------------------------------------------------------|
 LO1066| PID    Reference Object                     Distance      Geod. Az  |
 LO1066|                                                           dddmmss.s |
 LO1066| CP5579 IOKA AZ MK                                         0705550.7 |
 LO1066| CP5581 IOKA RM 2                             7.195 METERS 12428     |
 LO1066| CP5580 IOKA RM 1                            14.516 METERS 35526     |
 LO1066|---------------------------------------------------------------------|
 LO1066
 LO1066                          SUPERSEDED SURVEY CONTROL
 LO1066
 LO1066  NAD 83(1993)-  40 19 28.62898(N)    110 09 21.92638(W) AD(       ) 1
 LO1066  NAD 83(1986)-  40 19 28.60899(N)    110 09 21.91541(W) AD(       ) 1
 LO1066  NAD 27      -  40 19 28.76800(N)    110 09 19.35900(W) AD(       ) 1
 LO1066  NGVD 29 (07/19/86) 1911.0    (m)         6270.     (f) VERT ANG       
 LO1066
 LO1066.Superseded values are not recommended for survey control.
 LO1066
 LO1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1066.See file dsdata.pdf to determine how the superseded data were derived.
 LO1066
 LO1066_MARKER: DS = TRIANGULATION STATION DISK
 LO1066_SETTING: 80 = SET IN A BOULDER
 LO1066
 LO1066  HISTORY     - Date     Condition        Report By
 LO1066  HISTORY     - 1946     MONUMENTED       CGS
 LO1066  HISTORY     - 1963     GOOD             USGS
 LO1066
 LO1066                          STATION DESCRIPTION
 LO1066
 LO1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1066'STATION IS LOCATED ABOUT 9 MILES AIRLINE WEST-NORTHWEST OF
 LO1066'ROOSEVELT ON THE HIGHEST POINT OF THE MOST PROMINENT HILL IN
 LO1066'THE VICINITY.  STATION MARK IS A BRONZE DISK STAMPED IOKA
 LO1066'1946, SET IN A BOULDER FLUSH WITH GROUND LEVEL.  IT IS 18
 LO1066'FEET SOUTHEAST OF A ROCK CAIRN.
 LO1066'
 LO1066'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED IOKA NO 1 1946,
 LO1066'SET IN A BOULDER WHICH PROJECTS 2 INCHES.  IT IS NORTH OF
 LO1066'AND SAME ELEVATION AS STATION MARK.
 LO1066'
 LO1066'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED IOKA NO 2 1946,
 LO1066'SET IN A BOULDER WHICH PROJECTS 6 INCHES.  IT IS SOUTHEAST
 LO1066'OF AND 2.5 FEET LOWER THAN STATION MARK.
 LO1066'
 LO1066'AZIMUTH MARK IS A BRONZE DISK STAMPED IOKA 1946, SET IN BEDROCK
 LO1066'OUTCROP APPROXIMATELY 1 MILE EAST OF STATION, 150 FEET SOUTHEAST
 LO1066'OF CURVE IN ROAD, 36 FEET EAST AND 4 FEET HIGHER THAN CENTERLINE
 LO1066'OF ROAD.
 LO1066'
 LO1066'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 LO1066'STATE HIGHWAY 121 AT THE NORTH END OF MAIN STREET IN ROOSEVELT.
 LO1066'GO WEST ON STATE HIGHWAY 121 FOR 0.5 MILE TO FORK.  TURN RIGHT,
 LO1066'GO 1.0 MILE TO ROAD LEFT.  TURN LEFT, GO 0.3 MILE TO CROSSROAD.
 LO1066'CONTINUE STRAIGHT AHEAD 1.75 MILE TO CROSSROAD.  TURN RIGHT,
 LO1066'GO 0.45 MILE TO A T ROAD.  TURN LEFT, GO 5.3 MILE TO AZIMUTH
 LO1066'MARK ON RIGHT AS DESCRIBED ABOVE.  CONTINUE AHEAD 0.5 MILE
 LO1066'TO SADDLE.  TURN LEFT CROSS COUNTRY 0.3 MILE TO FIRST EAST
 LO1066'AND WEST RIDGE AND END OF TRUCK TRAVEL.  FROM HERE WALK WEST
 LO1066'UP RIDGE TO HIGHEST POINT OF HILL AND STATION AS DESCRIBED
 LO1066'ABOVE.  A 15 MINUTE PACK.
 LO1066
 LO1066                          STATION RECOVERY (1963)
 LO1066
 LO1066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LO1066'RECOVERED.
 LO1066'
 LO1066'STATION MARK--BRONZE DISK, STAMPED ---IOKA 1946---, SET IN A BOULDER
 LO1066'FLUSH WITH GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0527 ***********************************************************************
 HM0527  DESIGNATION -  IRON
 HM0527  PID         -  HM0527
 HM0527  STATE/COUNTY-  UT/SAN JUAN
 HM0527  COUNTRY     -  US
 HM0527  USGS QUAD   -  EASTLAND NW (2017)
 HM0527
 HM0527                         *CURRENT SURVEY CONTROL
 HM0527  ______________________________________________________________________
 HM0527* NAD 83(1994) POSITION- 37 59 57.23870(N) 109 13 38.69671(W)   ADJUSTED
 HM0527* NAVD 88 ORTHO HEIGHT -  2103.    (meters)     6900.    (feet) VERTCON3
 HM0527  ______________________________________________________________________
 HM0527  GEOID HEIGHT    -        -18.798 (meters)                     GEOID18
 HM0527  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 HM0527  HORZ ORDER      -  SECOND
 HM0527
 HM0527.The horizontal coordinates were established by classical geodetic methods
 HM0527.and adjusted by the National Geodetic Survey in November 1997.
 HM0527
 HM0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0527
 HM0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0527.GEOID18 height accuracy estimate available here.
 HM0527
 HM0527.Click photographs - Photos may exist for this station.
 HM0527
 HM0527.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0527
 HM0527. The following values were computed from the NAD 83(1994) position.
 HM0527
 HM0527;                    North         East     Units Scale Factor Converg.
 HM0527;SPC UT S     - 3,150,319.259   699,580.782   MT  0.99995833   +1 23 32.6
 HM0527;SPC UT S     -10,335,672.44  2,295,207.95   sFT  0.99995833   +1 23 32.6
 HM0527;UTM  12      - 4,207,212.355   655,635.850   MT  0.99989834   +1 05 29.4
 HM0527
 HM0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0527!SPC UT S     -   0.99967304  x   0.99995833  =   0.99963139
 HM0527!UTM  12      -   0.99967304  x   0.99989834  =   0.99957142
 HM0527
 HM0527:                Primary Azimuth Mark                     Grid Az
 HM0527:SPC UT S     -  IRON AZ MK                               358 25 17.7
 HM0527:UTM  12      -  IRON AZ MK                               358 43 20.9
 HM0527
 HM0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH5563507212(NAD 83)
 HM0527
 HM0527|---------------------------------------------------------------------|
 HM0527| PID    Reference Object                     Distance      Geod. Az  |
 HM0527|                                                           dddmmss.s |
 HM0527| CM7493 IRON RM 1                            12.591 METERS 10909     |
 HM0527| CM7494 IRON RM 2                            15.785 METERS 18630     |
 HM0527| CM7492 IRON AZ MK                                         3594850.3 |
 HM0527|---------------------------------------------------------------------|
 HM0527
 HM0527                          SUPERSEDED SURVEY CONTROL
 HM0527
 HM0527  NAD 83(1992)-  37 59 57.23180(N)    109 13 38.70001(W) AD(       ) 2
 HM0527  NAD 83(1986)-  37 59 57.23056(N)    109 13 38.70020(W) AD(       ) 2
 HM0527  NAD 27      -  37 59 57.25704(N)    109 13 36.29410(W) AD(       ) 2
 HM0527  NGVD 29 (07/19/86) 2102.     (m)         6896.     (f) VERT ANG       
 HM0527
 HM0527.Superseded values are not recommended for survey control.
 HM0527
 HM0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0527.See file dsdata.pdf to determine how the superseded data were derived.
 HM0527
 HM0527_MARKER: DS = TRIANGULATION STATION DISK
 HM0527_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HM0527_STAMPING: IRON 1936
 HM0527_MARK LOGO: CGS
 HM0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0527
 HM0527  HISTORY     - Date     Condition        Report By
 HM0527  HISTORY     - 1936     MONUMENTED       CGS
 HM0527  HISTORY     - 1954     GOOD             USGS
 HM0527  HISTORY     - 1957     GOOD             USGS
 HM0527
 HM0527                          STATION DESCRIPTION
 HM0527
 HM0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HM0527'ABOUT 6 MILES EAST AND 9 MILES NORTH OF MONTICELLO, ON TOP
 HM0527'OF LOW WOODED HILL THAT HAS SAGE FLATS TO EAST, IN EAST SIDE
 HM0527'OF SEC. 13, T. 32 N., R. 24 E., AND 0.3 MILE SOUTH OF PIPE
 HM0527'WITH BRONZE CAP MARKED T-32-S.  R-24-E.  R-25-E.  S12/S13--S7/S18.
 HM0527'TO REACH FROM POST OFFICE IN MONTICELLO--GO NORTH 0.2 MILE.
 HM0527'TURN RIGHT AND FOLLOW U.S. HIGHWAY 450 (GRAVEL) EAST 2.95 MILES
 HM0527'TO WHERE OLD HIGHWAY FORKS TO LEFT.  LEAVE U.S. HIGHWAY 450,
 HM0527'TAKE LEFT FORK AND FOLLOW OLD HIGHWAY 1.15 MILES TO SIDE ROAD
 HM0527'LEFT.  LEAVE OLD HIGHWAY, TURN LEFT, AND FOLLOW MAIN-TRAVELED
 HM0527'UNIMPROVED ROAD NORTH AND NORTHEAST 2.4 MILES TO FORK.
 HM0527'CONTINUE STRAIGHT AHEAD ON LEFT FORK (MAIN-TRAVELED ROAD)
 HM0527'NORTHEAST 1.9 MILES TO CROSSROADS.  TURN LEFT AND GO
 HM0527'NORTH ON MAIN-TRAVELED ROAD 0.2 MILE TO FORK.  TAKE RIGHT FORK
 HM0527'AND FOLLOW MAIN-TRAVELED ROAD NORTHEAST 1.3 MILES TO FORK.
 HM0527'LEAVE MAIN-TRAVELED ROAD, TAKE LEFT FORK (NORTH) AND GO
 HM0527'0.75 MILE TO GATE.  PASS THROUGH GATE AND GO 0.25 MILE TO
 HM0527'CROSSROADS.  CONTINUE NORTH 0.1 MILE TO DIRT RESERVOIR ON
 HM0527'RIGHT.  CONTINUE NORTH 0.9 MILE TO CROSSROADS AT SECTION CORNER
 HM0527'AND OLD FENCE CORNER.  FROM HERE GO NORTH 0.1 MILE, THEN
 HM0527'FOLLOW LEFT FORK ON MAIN-TRAVELED ROAD NORTHWEST 1.1 MILES TO
 HM0527'DIRT DAM.  CROSS DAM AND CONTINUE NORTHWEST AND NORTH ALONG
 HM0527'SECTION-LINE ROAD 1.4 MILES TO SIDE ROAD WEST AND OLD
 HM0527'DILAPIDATED HOUSE ON RIGHT.  THENCE NORTH ON MAIN-TRAVELED ROAD 0.7
 HM0527'MILE TO TOP OF SMALL RISE AND STATION ON LEFT.  MARK IS STANDARD
 HM0527'DISK IN PIPE, PROJECTING 8 INCHES ABOVE GROUND.
 HM0527'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN PIPES,
 HM0527'REFERENCE MARK NO. 1 PROJECTS 8 INCHES ABOVE GROUND
 HM0527'AND IS 12.591 METERS (41.31 FEET) EAST OF STATION
 HM0527'S 30 DEG 51 MIN E.  NO. 2 IS 15.785 METERS (51.79 FEET) SOUTH OF
 HM0527'STATION S 06 DEG 30 MIN W.  DISTANCE BETWEEN REFERENCE MARKS
 HM0527'IS 58.75 FEET.  AZIMUTH MARK PROJECTS 8 INCHES ABOVE GROUND, IS
 HM0527'25.90 FEET NORTHEAST OF SECTION CORNER (ABOVE), 15 FEET WEST OF
 HM0527'CENTER LINE OF DIM ROAD, AND 0.3 MILE NORTH OF STATION
 HM0527'N 00 DEG 11 MIN W.  GENERAL LAND OFFICE MARK IS STANDARD 3
 HM0527'1/2-INCH BRONZE CAP MARKED AS STATED ABOVE, ON TOP OF IRON PIPE
 HM0527'WHICH PROJECTS ABOUT 20 INCHES ABOVE GROUND, 10 FEET EAST
 HM0527'OF CENTER LINE OF DIM ROAD, AND ABOUT 0.3 MILE FROM
 HM0527'STATION N 00 DEG 46 MIN E.  PIPE HAS
 HM0527'BEEN DISTURBED AND LEANS TO SOUTH 15 DEG FROM VERTICAL.
 HM0527
 HM0527                          STATION RECOVERY (1954)
 HM0527
 HM0527'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (WTB)
 HM0527'STATION MARK, TWO REFERENCE MARKS AND
 HM0527'AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 HM0527'
 HM0527'AN ADDITION TO THE DESCRIPTION FOLLOWS
 HM0527'
 HM0527'STATION MARK IS 14.7 FT. W. OF CENTER OF RD. AND ABOUT 2 FT. W. OF
 HM0527'EDGE OF SHALLOW DITCH.
 HM0527'
 HM0527'TO REACH FROM COUNTY COURTHOUSE IN MONTICELLO, DRIVE N. ON U.S.
 HM0527'HIGHWAY 160 FOR 7.7 MI. TO T-RD. E. LEADING UP SIDE CANYON, TURN
 HM0527'RIGHT (E.) FOR 7.4 MI. TO T-RDS. N., TURN LEFT FOR 1.8 MI. TO TOP
 HM0527'OF RISE AND STATION.
 HM0527
 HM0527                          STATION RECOVERY (1957)
 HM0527
 HM0527'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957 (LBM)
 HM0527'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0427 ***********************************************************************
 JN0427  DESIGNATION -  IRON
 JN0427  PID         -  JN0427
 JN0427  STATE/COUNTY-  UT/EMERY
 JN0427  COUNTRY     -  US
 JN0427  USGS QUAD   -  GREASEWOOD DRAW (2017)
 JN0427
 JN0427                         *CURRENT SURVEY CONTROL
 JN0427  ______________________________________________________________________
 JN0427* NAD 83(1994) POSITION- 38 45 01.47451(N) 110 22 41.72099(W)   ADJUSTED
 JN0427* NAVD 88 ORTHO HEIGHT -  1407.0   (meters)     4616.    (feet) VERTCON3
 JN0427  ______________________________________________________________________
 JN0427  GEOID HEIGHT    -        -19.961 (meters)                     GEOID18
 JN0427  LAPLACE CORR    -         -7.42  (seconds)                    DEFLEC18
 JN0427  HORZ ORDER      -  THIRD
 JN0427
 JN0427.The horizontal coordinates were established by classical geodetic methods
 JN0427.and adjusted by the National Geodetic Survey in November 1997.
 JN0427
 JN0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0427
 JN0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0427.GEOID18 height accuracy estimate available here.
 JN0427
 JN0427.Click photographs - Photos may exist for this station.
 JN0427
 JN0427.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0427
 JN0427. The following values were computed from the NAD 83(1994) position.
 JN0427
 JN0427;                    North         East     Units Scale Factor Converg.
 JN0427;SPC UT C     - 2,046,916.880   597,518.017   MT  1.00007634   +0 43 06.8
 JN0427;SPC UT C     - 6,715,593.13  1,960,357.03   sFT  1.00007634   +0 43 06.8
 JN0427;UTM  12      - 4,289,263.346   554,026.783   MT  0.99963594   +0 23 21.0
 JN0427
 JN0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0427!SPC UT C     -   0.99978243  x   1.00007634  =   0.99985875
 JN0427!UTM  12      -   0.99978243  x   0.99963594  =   0.99941844
 JN0427
 JN0427:                Primary Azimuth Mark                     Grid Az
 JN0427:SPC UT C     -  SWELL                                    267 11 30.7
 JN0427:UTM  12      -  SWELL                                    267 31 16.5
 JN0427
 JN0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH5402689263(NAD 83)
 JN0427
 JN0427|---------------------------------------------------------------------|
 JN0427| PID    Reference Object                     Distance      Geod. Az  |
 JN0427|                                                           dddmmss.s |
 JN0427| JN0422 SWELL                               APPROX. 6.5 KM 2675437.5 |
 JN0427|---------------------------------------------------------------------|
 JN0427
 JN0427                          SUPERSEDED SURVEY CONTROL
 JN0427
 JN0427  NAD 83(1986)-  38 45 01.46374(N)    110 22 41.71634(W) AD(       ) 3
 JN0427  NAD 27      -  38 45 01.54972(N)    110 22 39.20297(W) AD(       ) 3
 JN0427  NGVD 29 (07/19/86) 1406.0    (m)         4613.     (f) VERT ANG       
 JN0427
 JN0427.Superseded values are not recommended for survey control.
 JN0427
 JN0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0427.See file dsdata.pdf to determine how the superseded data were derived.
 JN0427
 JN0427
 JN0427  HISTORY     - Date     Condition        Report By
 JN0427  HISTORY     - 1952     MONUMENTED       USGS
 JN0427  HISTORY     - 1954     GOOD             USGS
 JN0427
 JN0427                          STATION DESCRIPTION
 JN0427
 JN0427'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JN0427'LOCATED ABOUT 29 MI. SSW. OF THE TOWN OF GREEN RIVER, 10 MI. N. OF
 JN0427'WILDCAT BUTTE, 5 MI. E. OF INTERSECTION OF IRON WASH AND STATE HIGHWAY
 JN0427'24 AND 3 MI. SW. OF THE CONFLUENCE OF IRON WASH AND THE SAN RAFAEL
 JN0427'RIVER, ON HIGHEST POINT OF A SMALL SANDY TOP.
 JN0427'
 JN0427'STATION REACHED BY HELICOPTER.
 JN0427'
 JN0427'STATION MARK - STANDARD TABLET STAMPED ---IRON 1952---, WEDGED IN 1/2
 JN0427'IN. IRON PIPE BURIED IN GROUND.
 JN0427'
 JN0427'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 JN0427'---1 1952--- CEMENTED IN DRILL HOLE IN BEDROCK, 8.39 FT. FROM STATION
 JN0427'MARK, S 22 DEG 08 MIN W.
 JN0427'
 JN0427'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED
 JN0427'---2 1952--- ON A 1 IN. IRON PIPE BURIED IN GROUND, 19.84 FT. FROM
 JN0427'STATION MARK, S 11 DEG 08 MIN W.
 JN0427'
 JN0427'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1132 ***********************************************************************
 LO1132  DESIGNATION -  IRON MOUNTAIN
 LO1132  PID         -  LO1132
 LO1132  STATE/COUNTY-  UT/WASATCH
 LO1132  COUNTRY     -  US
 LO1132  USGS QUAD   -  IRON MINE MOUNTAIN (2017)
 LO1132
 LO1132                         *CURRENT SURVEY CONTROL
 LO1132  ______________________________________________________________________
 LO1132* NAD 83(1994) POSITION- 40 34 34.00349(N) 110 58 35.50181(W)   ADJUSTED
 LO1132* NAVD 88 ORTHO HEIGHT -  3190.6   (meters)    10468.    (feet) VERTCON3
 LO1132  ______________________________________________________________________
 LO1132  GEOID HEIGHT    -        -13.584 (meters)                     GEOID18
 LO1132  LAPLACE CORR    -          9.14  (seconds)                    DEFLEC18
 LO1132  HORZ ORDER      -  FIRST
 LO1132
 LO1132.The horizontal coordinates were established by classical geodetic methods
 LO1132.and adjusted by the National Geodetic Survey in November 1997.
 LO1132
 LO1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1132
 LO1132.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1132.GEOID18 height accuracy estimate available here.
 LO1132
 LO1132.Click photographs - Photos may exist for this station.
 LO1132
 LO1132.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1132
 LO1132. The following values were computed from the NAD 83(1994) position.
 LO1132
 LO1132;                    North         East     Units Scale Factor Converg.
 LO1132;SPC UT C     - 2,249,128.422   544,322.308   MT  0.99998245   +0 20 07.2
 LO1132;SPC UT C     - 7,379,015.50  1,785,830.77   sFT  0.99998245   +0 20 07.2
 LO1132;UTM  12      - 4,491,703.481   501,986.600   MT  0.99960005   +0 00 55.0
 LO1132
 LO1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1132!SPC UT C     -   0.99950188  x   0.99998245  =   0.99948433
 LO1132!UTM  12      -   0.99950188  x   0.99960005  =   0.99910213
 LO1132
 LO1132:                Primary Azimuth Mark                     Grid Az
 LO1132:SPC UT C     -  IRON MOUNTAIN AZ MK                      179 31 13.9
 LO1132:UTM  12      -  IRON MOUNTAIN AZ MK                      179 50 26.1
 LO1132
 LO1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK0198691703(NAD 83)
 LO1132
 LO1132|---------------------------------------------------------------------|
 LO1132| PID    Reference Object                     Distance      Geod. Az  |
 LO1132|                                                           dddmmss.s |
 LO1132| CP5583 IRON MOUNTAIN RM 1                    6.593 METERS 08410     |
 LO1132| CP5584 IRON MOUNTAIN RM 2                   11.900 METERS 16646     |
 LO1132| CP5582 IRON MOUNTAIN AZ MK                                1795121.1 |
 LO1132|---------------------------------------------------------------------|
 LO1132
 LO1132                          SUPERSEDED SURVEY CONTROL
 LO1132
 LO1132  NAD 83(1993)-  40 34 34.00269(N)    110 58 35.50061(W) AD(       ) 1
 LO1132  NAD 83(1986)-  40 34 33.98899(N)    110 58 35.48995(W) AD(       ) 1
 LO1132  NAD 27      -  40 34 34.19700(N)    110 58 32.88900(W) AD(       ) 1
 LO1132  NGVD 29 (07/19/86) 3189.1    (m)        10463.     (f) VERT ANG       
 LO1132
 LO1132.Superseded values are not recommended for survey control.
 LO1132
 LO1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1132.See file dsdata.pdf to determine how the superseded data were derived.
 LO1132
 LO1132_MARKER: DS = TRIANGULATION STATION DISK
 LO1132_SETTING: 80 = SET IN A BOULDER
 LO1132_STAMPING: IRON MTN 1946
 LO1132_MARK LOGO: CGS
 LO1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1132+STABILITY: SURFACE MOTION
 LO1132
 LO1132  HISTORY     - Date     Condition        Report By
 LO1132  HISTORY     - 1946     MONUMENTED       CGS
 LO1132
 LO1132                          STATION DESCRIPTION
 LO1132
 LO1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1132'THE STATION IS LOCATED ON THE SUMMIT OF A HIGH MOUNTAIN LOCALLY
 LO1132'KNOWN AS IRON MOUNTAIN.  THE MOUNTAIN IS COVERED WITH LARGE,
 LO1132'SCATTERED PINE TREES AND IS EASY TO IDENTIFY BY THE LARGE,
 LO1132'OPEN, GRASSY CROSS ON IT.  THE MOUNTAIN SLOPES GRADUALLY TO THE
 LO1132'SOUTH, WEST AND EAST BUT DROPS OFF ABRUPTLY TO THE NORTH.
 LO1132'STATION IS LOCATED JUST SOUTH OF THE BEND IN THE PROVO RIVER
 LO1132'WHERE IT STARTS TO FLOW TO THE WESTWARD, ON THE HIGH AREA
 LO1132'BETWEEN THE PROVO AND DUCHESNE RIVERS, ABOUT 24 MILES AIR
 LO1132'LINE NORTHEAST OF HEBER, ABOUT 17 MILES AIR LINE SOUTHEAST OF
 LO1132'KAMAS, ON THE WASATCH-UINTA NATIONAL FOREST BOUNDARY LINE,
 LO1132'ON THE HIGHEST POINT, 18 FEET SOUTH OF THE NORTH BRIM, 15
 LO1132'FEET NORTHEAST OF A 30-INCH PINE TREE, PROJECTS 4 INCHES AND
 LO1132'IS STAMPED--IRON MTN 1946.
 LO1132'
 LO1132'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN THE
 LO1132'STATION, 12 FEET SOUTH OF THE NORTH BRIM, 6 FEET WEST OF A
 LO1132'6-INCH TREE, PROJECTS 3 INCHES AND IS STAMPED--IRON MTN 1946.
 LO1132'
 LO1132'REFERENCE MARK NO. 2 IS APPROXIMATELY 3 FEET LOWER THAN THE
 LO1132'STATION, 40 FEET SOUTH OF THE NORTH BRIM, PROJECTS 8 INCHES
 LO1132'AND IS STAMPED IRON MTN 1946.
 LO1132'
 LO1132'THE AZIMUTH MARK IS APPROXIMATELY 200 YARDS NORTH OF A SMALL
 LO1132'GROUP OF FIR TREES, ABOUT 150 YARDS NORTH-NORTHEAST OF THE
 LO1132'MAIN ROAD AND ABOUT 25 FEET LOWER, 30 YARDS NORTH-NORTHEAST
 LO1132'OF A TRACK ROAD, THE DIM FORK BEING 0.1 MILE EAST, 3 FEET
 LO1132'WEST OF A SMALL CAIRN, PROJECTS 2 FEET AND IS STAMPED IRON
 LO1132'MTN 1946.
 LO1132'
 LO1132'TO REACH FROM THE VILLAGE OF HANNA.  GO NORTHWEST ON STATE
 LO1132'HIGHWAY 35 FOR 5.7 MILES TO STOCKMORE RANGER STATION ON
 LO1132'LEFT.  CONTINUE STRAIGHT AHEAD FOR 9.0 MILES TO JOHNSONS
 LO1132'SAWMILL ON LEFT.  CONTINUE FOR 0.4 MILE TO A ROAD RIGHT UP
 LO1132'CANYON.  TURN RIGHT AND FOLLOW THIS ROAD UP CANYON FOR 1.4
 LO1132'MILE TO FORK.  TAKE LEFT FORK STRAIGHT AHEAD (WHICH IS A SHORT
 LO1132'CUT) FOR 0.1 MILE TO JUNCTION OF MAIN ROAD.  TURN LEFT AND
 LO1132'GO 0.3 MILE TO A FORK.  (TO REACH AZIMUTH TAKE THE LEFT FORK
 LO1132'AND GO 0.9 MILE TO GROUP OF FIR TREES ON RIGHT AND AZIMUTH
 LO1132'AS DESCRIBED ABOVE).  TAKE RIGHT FORK FOR 0.8 MILE TO FORK.
 LO1132'TAKE LEFT FORK FOR 0.1 MILE TO FORK.  TAKE THE LEFT FORK
 LO1132'AND FOLLOW TRACK ROAD FOR 2.5 MILES (PASSING DIRT DAM ON
 LO1132'LEFT) TO A POINT WHERE THE ROAD RUNS INTO A SMALL WOODED
 LO1132'AREA AND ENDS.  CONTINUE STRAIGHT AHEAD FOLLOWING TRACKS
 LO1132'NORTHEASTERLY FOR 0.45 MILE UP RIDGE GRADUALLY TO HIGHER
 LO1132'GROUND TO A SADDLE AND END OF TRUCK TRAVEL FOR TWO WHEEL
 LO1132'DRIVE VEHICLE.  THE STATION IS NORTHWEST APPROXIMATELY
 LO1132'1.5 MILES.  AT THIS POINT THE TRACKS DROP DOWN A STEEP
 LO1132'SLOPE INTO A VALLEY AND A SMALL POND.  WITH 4 WHEEL DRIVE
 LO1132'CROSS VALLEY DIAGONALLY KEEPING TO RIGHT OF POND TO A
 LO1132'SADDLE A DISTANCE OF 0.45 MILE.  CONTINUE WESTERLY ALONG
 LO1132'RIDGE FOR 0.25 MILE TO WOODED AREA.  TURN RIGHT DOWN STEEP
 LO1132'SLOPE AND FOLLOW TRACKS ACROSS A SMALL RIDGE ALSO CROSSING
 LO1132'SMALL WASH.  CONTINUE NORTHERLY UP HILL FOR 0.3 MILE TO
 LO1132'MIDDLE OF HILL.  TURN LEFT (WEST) AND FOLLOW TRACKS ALONG
 LO1132'SIDE HILL, THEN BACK DOWN IN VALLEY, THEN NORTHWESTERLY ALONG
 LO1132'SIDE HILL GRADUALLY TO HIGHER GROUND A TOTAL DISTANCE OF 0.6 MILE.
 LO1132'BEAR LEFT THROUGH BOULDER FIELD LOOSING SOME ELEVATION FOR
 LO1132'0.3 MILE TO WEST EDGE OF BOULDER FIELD.  CONTINUE NORTHWESTERLY
 LO1132'KEEPING TO RIGHT OF RIDGE FOR SHORT DISTANCE THEN LEFT TO
 LO1132'TOP OF RIDGE THENCE FOLLOW RIDGE TO HIGHEST POINT AND STATION
 LO1132'SITE A DISTANCE OF 0.9 MILE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0606 ***********************************************************************
 HO0606  CBN         -  This is a Cooperative Base Network Control Station.
 HO0606  DESIGNATION -  IRON SPRING
 HO0606  PID         -  HO0606
 HO0606  STATE/COUNTY-  UT/IRON
 HO0606  COUNTRY     -  US
 HO0606  USGS QUAD   -  CEDAR CITY NW (2017)
 HO0606
 HO0606                         *CURRENT SURVEY CONTROL
 HO0606  ______________________________________________________________________
 HO0606* NAD 83(2011) POSITION- 37 44 39.13022(N) 113 13 52.28132(W)   ADJUSTED
 HO0606* NAD 83(2011) ELLIP HT-  1650.212 (meters)        (06/27/12)   ADJUSTED
 HO0606* NAD 83(2011) EPOCH   -  2010.00
 HO0606* NAVD 88 ORTHO HEIGHT -  1672.3   (meters)     5487.    (feet) GPS OBS
 HO0606  ______________________________________________________________________
 HO0606  NAVD 88 orthometric height was determined with geoid model    GEOID93
 HO0606  GEOID HEIGHT    -         -21.70 (meters)                     GEOID93
 HO0606  GEOID HEIGHT    -        -22.063 (meters)                     GEOID18
 HO0606  NAD 83(2011) X  - -1,992,392.203 (meters)                     COMP
 HO0606  NAD 83(2011) Y  - -4,641,619.518 (meters)                     COMP
 HO0606  NAD 83(2011) Z  -  3,884,042.006 (meters)                     COMP
 HO0606  LAPLACE CORR    -          4.59  (seconds)                    DEFLEC18
 HO0606
 HO0606  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HO0606  Standards:
 HO0606         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HO0606            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HO0606  -------------------------------------------------------------------
 HO0606  NETWORK    1.01   1.76           0.47   0.33   0.90     -0.15156376
 HO0606  -------------------------------------------------------------------
 HO0606  Click here for local accuracies and other accuracy information.
 HO0606
 HO0606.The horizontal coordinates were established by GPS observations
 HO0606.and adjusted by the National Geodetic Survey in June 2012.
 HO0606
 HO0606.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HO0606.been affixed to the stable North American tectonic plate. See 
 HO0606.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HO0606
 HO0606.The horizontal coordinates are valid at the epoch date displayed above
 HO0606.which is a decimal equivalence of Year/Month/Day.
 HO0606
 HO0606.The orthometric height was determined by GPS observations and a
 HO0606.high-resolution geoid model.
 HO0606
 HO0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0606.GEOID18 height accuracy estimate available here.
 HO0606
 HO0606.Click photographs - Photos may exist for this station.
 HO0606
 HO0606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HO0606
 HO0606.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0606
 HO0606.The ellipsoidal height was determined by GPS observations
 HO0606.and is referenced to NAD 83.
 HO0606
 HO0606. The following values were computed from the NAD 83(2011) position.
 HO0606
 HO0606;                    North         East     Units Scale Factor Converg.
 HO0606;SPC UT S     - 3,121,000.768   347,434.854   MT  0.99995154   -1 03 38.4
 HO0606;SPC UT S     -10,239,483.35  1,139,875.85   sFT  0.99995154   -1 03 38.4
 HO0606;UTM  12      - 4,179,778.124   303,416.499   MT  1.00007601   -1 21 58.4
 HO0606
 HO0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0606!SPC UT S     -   0.99974112  x   0.99995154  =   0.99969267
 HO0606!UTM  12      -   0.99974112  x   1.00007601  =   0.99981711
 HO0606
 HO0606:                Primary Azimuth Mark                     Grid Az
 HO0606:SPC UT S     -  IRON SPRINGS AZ MK                       333 14 01.5
 HO0606:UTM  12      -  IRON SPRINGS AZ MK                       333 32 21.5
 HO0606
 HO0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG0341679778(NAD 83)
 HO0606
 HO0606|---------------------------------------------------------------------|
 HO0606| PID    Reference Object                     Distance      Geod. Az  |
 HO0606|                                                           dddmmss.s |
 HO0606| CH2553 IRON SPRINGS RM 1                     8.032 METERS 26543     |
 HO0606| CH2552 IRON SPRINGS AZ MK                                 3321023.1 |
 HO0606| CH2554 IRON SPRINGS RM 2                     7.227 METERS 34655     |
 HO0606|---------------------------------------------------------------------|
 HO0606
 HO0606                          SUPERSEDED SURVEY CONTROL
 HO0606
 HO0606  NAD 83(2007)-  37 44 39.12981(N)    113 13 52.28135(W) AD(2002.00) 0
 HO0606  ELLIP H (02/10/07) 1650.217  (m)                       GP(2002.00)    
 HO0606  ELLIP H (11/14/01) 1650.248  (m)                       GP(       ) 4 2
 HO0606  NAD 83(1994)-  37 44 39.12892(N)    113 13 52.27941(W) AD(       ) B
 HO0606  ELLIP H (04/21/95) 1650.329  (m)                       GP(       ) 4 1
 HO0606  NAD 83(1986)-  37 44 39.12591(N)    113 13 52.27126(W) AD(       ) 1
 HO0606  NAD 27      -  37 44 39.21600(N)    113 13 49.43700(W) AD(       ) 1
 HO0606
 HO0606.Superseded values are not recommended for survey control.
 HO0606
 HO0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0606.See file dsdata.pdf to determine how the superseded data were derived.
 HO0606
 HO0606_MARKER: DS = TRIANGULATION STATION DISK
 HO0606_SETTING: 66 = SET IN ROCK OUTCROP
 HO0606_STAMPING: IRON SPRING 1938
 HO0606_MARK LOGO: CGS
 HO0606_MAGNETIC: N = NO MAGNETIC MATERIAL
 HO0606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0606+STABILITY: POSITION/ELEVATION WELL
 HO0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0606+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2002
 HO0606
 HO0606  HISTORY     - Date     Condition        Report By
 HO0606  HISTORY     - 1938     MONUMENTED       CGS
 HO0606  HISTORY     - 1948     GOOD             USGS
 HO0606  HISTORY     - 1963     GOOD             CGS
 HO0606  HISTORY     - 19931118 GOOD             NGS
 HO0606  HISTORY     - 20021126 GOOD             INDIV
 HO0606
 HO0606                          STATION DESCRIPTION
 HO0606
 HO0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0606'STATION IS IN THE SOUTHWESTERN PART OF UTAH ABOUT MIDWAY BETWEEN
 HO0606'THE IRON MOUNTAINS AND CEDAR CITY, UTAH.  LOCATED ON A LOW CEDAR
 HO0606'COVERED KNOLL ABOUT 12 MILES AIRLINE NORTHWEST OF CEDAR CITY AND
 HO0606'ABOUT 1/2 MILE SOUTH OF IRON SPRINGS R.R. STATION AND SECTION
 HO0606'HOUSES AND ABOUT 0.4 MILE WEST OF RAILROAD TRACKS.  THE STATION
 HO0606'IS ABOUT 0.4 MILE SOUTHWEST AND ON RANGE WITH THE ROOF PEAK OF A
 HO0606'LARGE TIN COVERED BARN WHICH IS ON THE WEST SIDE OF THE ROAD
 HO0606'JUST BEFORE REACHING IRON SPRINGS R.R. STATION.
 HO0606'
 HO0606'SURFACE AND REFERENCE MARKS ARE BRONZE TABLETS SET IN BEDROCK.
 HO0606'
 HO0606'REACHED FROM THE EL ESCALANTE HOTEL IN CEDAR CITY BY GOING
 HO0606'WEST ON STATE HIGHWAY 19 (OILED) 2.65 MILES TO WHERE OILED ROAD
 HO0606'TURNS RIGHT, NORTH.  THENCE CONTINUE STRAIGHT AHEAD, WEST, ON
 HO0606'GRAVELED ROAD FOR 2.7 MILES TO A FORK TO THE RIGHT AND A SIGN
 HO0606'POINTING TO NEWCASTLE.  THENCE RIGHT FORK AND FOLLOW NEWCASTLE
 HO0606'ROAD NW (GRAVEL) 2.9 MILES TO A FORK TO RIGHT.  THENCE LEAVE
 HO0606'NEWCASTLE ROAD AND TAKE RIGHT FORK NORTH AND THEN NORTHWEST,
 HO0606'PARALLELING R.R. TRACKS, FOR 3.2 MILES TO A POINT JUST BEFORE
 HO0606'ARRIVING AT IRON SPRINGS R.R. STATION AND SECTION HOUSES.
 HO0606'HERE TURN SHARP LEFT AND GO BETWEEN THE CEDAR COVERED HILL ON
 HO0606'THE LEFT AND A SMALL ROCK KNOLL ON THE RIGHT.  CIRCLE AROUND AND
 HO0606'DRIVE UP WEST SLOPE OF CEDAR COVERED HILL TO TOP AND
 HO0606'STATION.
 HO0606'
 HO0606'THE AZIMUTH MARK IS ON THE SOUTHWEST SIDE OF ROCK KNOLL ON THE
 HO0606'WEST SIDE OF THE ROAD, ABOUT 0.3 MILE NNW OF STATION AND ABOUT
 HO0606'0.1 MILE SSE OF R.R. STATION.
 HO0606'
 HO0606'ALL STATIONS VISIBLE FROM A 4-FOOT STAND.
 HO0606'
 HO0606'HEIGHT OF LIGHT ABOVE STATION MARK - 0.5 METER.
 HO0606
 HO0606                          STATION RECOVERY (1948)
 HO0606
 HO0606'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 HO0606'RECOVERED IN GOOD CONDITION.
 HO0606'
 HO0606'STATION MARK--BRONZE TABLET SET IN BEDROCK.
 HO0606
 HO0606                          STATION RECOVERY (1963)
 HO0606
 HO0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WTJ)
 HO0606'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HO0606
 HO0606                          STATION RECOVERY (1993)
 HO0606
 HO0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 HO0606'NOTE--STATION IS A 5 MINUTE PACK WHEN GROUND IS WET. STATION IS
 HO0606'LOCATED ABOUT 15 KM (9.30 MI) NORTHWEST OF CEDAR CITY, 1 KM (0.60 MI)
 HO0606'SOUTHWEST OF IRON SPRINGS, ON A LOW ROCKY KNOLL COVERED WITH LOW CEDAR
 HO0606'TREES BUT BARE ON TOP, IN THE NORTHWEST 1/4 OF SECTION 20, T 35 S, R
 HO0606'12 W.  OWNERSHIP--UNKNOWN. TO REACH FROM THE UNDERPASS AT THE JUNCTION
 HO0606'OF INTERSTATE HIGHWAY 15 AND STATE HIGHWAY 56 (EXIT 59) ON THE WEST
 HO0606'SIDE OF CEDAR CITY, GO WEST ON HIGHWAY 56 FOR 7.37 KM (4.55 MI) TO A
 HO0606'PAVED ROAD RIGHT.  TURN RIGHT, NORTHWEST, ON ROAD FOR 9.20 KM (5.70
 HO0606'MI) TO A CATTLE GUARD JUST PAST AN OFFSET GRADED CROSSROAD.  CONTINUE
 HO0606'AHEAD FOR 0.25 KM (0.15 MI) (DO NOT GO PAST THIS POINT IF GROUND IS
 HO0606'WET).  TURN LEFT, OFF OF ROAD, CROSSING FIELD, SOUTHWEST, PICKING UP
 HO0606'TRACK ROAD IN THE TREES, FOR 0.25 KM (0.15 MI) TO BASE OF HILL AND END
 HO0606'OF TRUCK TRAVEL. PACK SOUTHWEST UPHILL FOR 60 M (196.8 FT) TO THE
 HO0606'STATION. STATION MARK IS A DISK SET IN A DRILL HOLE IN AN 0.2 M (0.7
 HO0606'FT) X 0.5 M (1.6 FT) OUTCROP PROJECTING 3 CM ABOVE GROUND.  IT IS ON
 HO0606'THE EAST END OF THE HIGH POINT. DESCRIBED BY G.R.HEID
 HO0606
 HO0606                          STATION RECOVERY (2002)
 HO0606
 HO0606'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RW)
 HO0606'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0862 ***********************************************************************
 LO0862  DESIGNATION -  IRVING
 LO0862  PID         -  LO0862
 LO0862  STATE/COUNTY-  UT/SALT LAKE
 LO0862  COUNTRY     -  US
 LO0862  USGS QUAD   -  SUGAR HOUSE (2017)
 LO0862
 LO0862                         *CURRENT SURVEY CONTROL
 LO0862  ______________________________________________________________________
 LO0862* NAD 83(1994) POSITION- 40 43 38.59179(N) 111 51 23.17615(W)   ADJUSTED
 LO0862* NAVD 88 ORTHO HEIGHT -  1365.2   (meters)     4479.    (feet) VERTCON3
 LO0862  ______________________________________________________________________
 LO0862  GEOID HEIGHT    -        -16.719 (meters)                     GEOID18
 LO0862  LAPLACE CORR    -         12.50  (seconds)                    DEFLEC18
 LO0862  HORZ ORDER      -  FIRST
 LO0862
 LO0862.The horizontal coordinates were established by classical geodetic methods
 LO0862.and adjusted by the National Geodetic Survey in November 1997.
 LO0862
 LO0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0862
 LO0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0862.GEOID18 height accuracy estimate available here.
 LO0862
 LO0862.Click photographs - Photos may exist for this station.
 LO0862
 LO0862.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0862
 LO0862. The following values were computed from the NAD 83(1994) position.
 LO0862
 LO0862;                    North         East     Units Scale Factor Converg.
 LO0862;SPC UT C     - 2,265,857.346   469,887.290   MT  1.00002018   -0 13 42.0
 LO0862;SPC UT C     - 7,433,900.31  1,541,621.88   sFT  1.00002018   -0 13 42.0
 LO0862;UTM  12      - 4,508,847.801   427,675.910   MT  0.99966438   -0 33 31.7
 LO0862
 LO0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0862!SPC UT C     -   0.99978851  x   1.00002018  =   0.99980868
 LO0862!UTM  12      -   0.99978851  x   0.99966438  =   0.99945296
 LO0862
 LO0862:                Primary Azimuth Mark                     Grid Az
 LO0862:SPC UT C     -  1S1E 2110                                128 31 03.6
 LO0862:UTM  12      -  1S1E 2110                                128 50 53.3
 LO0862
 LO0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2767508847(NAD 83)
 LO0862
 LO0862|---------------------------------------------------------------------|
 LO0862| PID    Reference Object                     Distance      Geod. Az  |
 LO0862|                                                           dddmmss.s |
 LO0862| LO0861 1S1E 2110                           APPROX. 1.5 KM 1281721.6 |
 LO0862|---------------------------------------------------------------------|
 LO0862
 LO0862                          SUPERSEDED SURVEY CONTROL
 LO0862
 LO0862  NAD 83(1993)-  40 43 38.59176(N)    111 51 23.17608(W) AD(       ) 1
 LO0862  NAD 83(1986)-  40 43 38.58018(N)    111 51 23.16753(W) AD(       ) 1
 LO0862  NAD 27      -  40 43 38.77163(N)    111 51 20.40352(W) AD(       ) 1
 LO0862  NGVD 29 (07/19/86) 1364.3    (m)         4476.     (f) VERT ANG       
 LO0862
 LO0862.Superseded values are not recommended for survey control.
 LO0862
 LO0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0862.See file dsdata.pdf to determine how the superseded data were derived.
 LO0862
 LO0862_MARKER: DH = HORIZONTAL CONTROL DISK
 LO0862_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LO0862_SP_SET: ELEVATOR SHAFT ROOF
 LO0862_STAMPING: IRVING 1973
 LO0862_MARK LOGO: NGS
 LO0862_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0862+STABILITY: POSITION/ELEVATION WELL
 LO0862
 LO0862  HISTORY     - Date     Condition        Report By
 LO0862  HISTORY     - 1973     MONUMENTED       NGS
 LO0862
 LO0862                          STATION DESCRIPTION
 LO0862
 LO0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0862'THE STATION IS LOCATED ATOP THE ROOF OF THE ELEVATOR SHAFT OF
 LO0862'THE IRVING APARTMENT BUILDING, WHICH IS ON 1900 SOUTH STREET
 LO0862'AND 1200 EAST STREET IN THE SOUTHEAST SECTION OF SALT LAKE CITY.
 LO0862'
 LO0862'STATION MARK IS A STANDARD DISK, STAMPED IRVING 1973, SET IN
 LO0862'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS GLUED TO THE
 LO0862'ROOF OF THE ELEVATOR SHAFT.  IT IS 3 FEET NORTH OF THE SOUTH
 LO0862'EDGE OF THE ROOF, 3 FEET SOUTH OF THE NORTH EDGE OF THE ROOF
 LO0862'AND 9 FEET WEST OF A CHIMNEY.  THE ELEVATOR SHAFT IS ABOUT 15
 LO0862'FEET HIGHER THAN THE MAIN ROOF OF THE BUILDING.
 LO0862'
 LO0862'THE COUNTY STATION 1S 1E 2110 (SL CO) CAN BE USED FOR
 LO0862'AN AZIMUTH.  IT IS LOCATED ON THE 1700 EAST AND INTERSTATE
 LO0862'HIGHWAY 80 OVERPASS.  THE MARK IS A STANDARD COUNTY COPPER
 LO0862'RIVET, SET IN THE CONCRETE SIDEWALK FLUSH WITH THE SURROUNDING
 LO0862'AREA.  IT IS 18 FEET NORTHEAST OF A 8-INCH STEEL LIGHT POST
 LO0862'AND 95 FEET SOUTH OF A CHAIN LINK FENCE.
 LO0862'
 LO0862'NOTE--THE APARTMENT BUILDING NUMBER IS 1963 SOUTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0480 ***********************************************************************
 LP0480  DESIGNATION -  ISLAND ET
 LP0480  PID         -  LP0480
 LP0480  STATE/COUNTY-  UT/TOOELE
 LP0480  COUNTRY     -  US
 LP0480  USGS QUAD   -  BADGER ISLAND (2017)
 LP0480
 LP0480                         *CURRENT SURVEY CONTROL
 LP0480  ______________________________________________________________________
 LP0480* NAD 83(1994) POSITION- 40 55 56.09735(N) 112 36 27.74618(W)   ADJUSTED
 LP0480* NAVD 88 ORTHO HEIGHT -  1282.64  (+/-2cm)     4208.1   (feet) VERTCON3
 LP0480  ______________________________________________________________________
 LP0480  GEOID HEIGHT    -        -17.347 (meters)                     GEOID18
 LP0480  LAPLACE CORR    -          0.79  (seconds)                    DEFLEC18
 LP0480  HORZ ORDER      -  SECOND
 LP0480  VERT ORDER      -  THIRD ? (See Below)
 LP0480
 LP0480.The horizontal coordinates were established by classical geodetic methods
 LP0480.and adjusted by the National Geodetic Survey in November 1997.
 LP0480
 LP0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0480
 LP0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0480.GEOID18 height accuracy estimate available here.
 LP0480
 LP0480.The vertical order pertains to the NGVD 29 superseded value.
 LP0480
 LP0480.Click photographs - Photos may exist for this station.
 LP0480
 LP0480.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0480
 LP0480. The following values were computed from the NAD 83(1994) position.
 LP0480
 LP0480;                    North         East     Units Scale Factor Converg.
 LP0480;SPC UT C     - 2,289,126.340   406,702.167   MT  1.00008249   -0 42 34.5
 LP0480;SPC UT C     - 7,510,242.00  1,334,322.03   sFT  1.00008249   -0 42 34.5
 LP0480;UTM  12      - 4,532,480.447   364,648.449   MT  0.99982548   -1 03 12.5
 LP0480
 LP0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0480!SPC UT C     -   0.99980156  x   1.00008249  =   0.99988404
 LP0480!UTM  12      -   0.99980156  x   0.99982548  =   0.99962708
 LP0480
 LP0480:                Primary Azimuth Mark                     Grid Az
 LP0480:SPC UT C     -  CARRINGTON ET                            021 13 38.0
 LP0480:UTM  12      -  CARRINGTON ET                            021 34 16.0
 LP0480
 LP0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL6464832480(NAD 83)
 LP0480
 LP0480|---------------------------------------------------------------------|
 LP0480| PID    Reference Object                     Distance      Geod. Az  |
 LP0480|                                                           dddmmss.s |
 LP0480| MS0733 CARRINGTON ET                       APPROX. 8.9 KM 0203103.5 |
 LP0480|---------------------------------------------------------------------|
 LP0480
 LP0480                          SUPERSEDED SURVEY CONTROL
 LP0480
 LP0480  NAD 83(1993)-  40 55 56.08560(N)    112 36 27.73601(W) AD(       ) 2
 LP0480  NAD 83(1986)-  40 55 56.08560(N)    112 36 27.73553(W) AD(       ) 2
 LP0480  NAD 27      -  40 55 56.31141(N)    112 36 24.85436(W) AD(       ) 2
 LP0480  NGVD 29            1281.69   (m)         4205.0    (f) LEVELING    3  
 LP0480
 LP0480.Superseded values are not recommended for survey control.
 LP0480
 LP0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0480.See file dsdata.pdf to determine how the superseded data were derived.
 LP0480
 LP0480_MARKER: DD = SURVEY DISK
 LP0480_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0480_STAMPING: ISLAND ET 1966
 LP0480_MARK LOGO: USGS
 LP0480_MAGNETIC: P = MARKER IS A STEEL PIPE
 LP0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0480
 LP0480  HISTORY     - Date     Condition        Report By
 LP0480  HISTORY     - 1966     MONUMENTED       USGS
 LP0480
 LP0480                          STATION DESCRIPTION
 LP0480
 LP0480'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (EEM)
 LP0480'LOCATED ABOUT 31 MI. NW. OF MAGNA.  ABOUT 25 MI. (AIRLINE) NNW.
 LP0480'OF GRANTSVILLE.  NEAR THE W. END OF WHAT USED TO BE AN ISLAND
 LP0480'IN THE SALT LAKE WHICH IS ONLY A SANDBAR WITH SOME SMALL
 LP0480'BRUSH ON IT.
 LP0480'
 LP0480'REACHED BY HELICOPTER.  THE STATION POSSIBLY CAN BE REACHED
 LP0480'WITH A 4-WHEEL DRIVE VEHICLE FROM THE E. ACROSS A DIKE.
 LP0480'
 LP0480'STATION MARK--A STANDARD TABLET STAMPED ISLAND ET 1966 WELDED
 LP0480'TO THE TOP OF AN IRON PIPE BURIED 3 FT. IN GROUND.
 LP0480'
 LP0480'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0217 ***********************************************************************
 LO0217  DESIGNATION -  J
 LO0217  PID         -  LO0217
 LO0217  STATE/COUNTY-  UT/SUMMIT
 LO0217  COUNTRY     -  US
 LO0217  USGS QUAD   -  COALVILLE (2017)
 LO0217
 LO0217                         *CURRENT SURVEY CONTROL
 LO0217  ______________________________________________________________________
 LO0217* NAD 83(1986) POSITION- 40 58 32.     (N) 111 26 35.     (W)   SCALED
 LO0217* NAVD 88 ORTHO HEIGHT -  1666.266 (meters)     5466.74  (feet) ADJUSTED
 LO0217  ______________________________________________________________________
 LO0217  GEOID HEIGHT    -        -15.999 (meters)                     GEOID18
 LO0217  DYNAMIC HEIGHT  -       1664.801 (meters)     5461.93  (feet) COMP
 LO0217  MODELED GRAVITY -    979,687.2   (mgal)                       NAVD 88
 LO0217
 LO0217  VERT ORDER      -  FIRST     CLASS II
 LO0217
 LO0217.The horizontal coordinates were scaled from a map and have
 LO0217.an estimated accuracy of +/- 6 seconds.
 LO0217
 LO0217.The orthometric height was determined by differential leveling and
 LO0217.adjusted by the NATIONAL GEODETIC SURVEY
 LO0217.in June 1991.
 LO0217
 LO0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0217.GEOID18 height accuracy estimate available here.
 LO0217
 LO0217.Click photographs - Photos may exist for this station.
 LO0217
 LO0217.The dynamic height is computed by dividing the NAVD 88
 LO0217.geopotential number by the normal gravity value computed on the
 LO0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0217.degrees latitude (g = 980.6199 gals.).
 LO0217
 LO0217.The modeled gravity was interpolated from observed gravity values.
 LO0217
 LO0217;                    North         East    Units  Estimated Accuracy
 LO0217;SPC UT N     - 1,071,320.      504,790.      MT  (+/- 180 meters Scaled)
 LO0217
 LO0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL627361(NAD 83)
 LO0217
 LO0217                          SUPERSEDED SURVEY CONTROL
 LO0217
 LO0217  NGVD 29 (??/??/92) 1664.984  (m)         5462.54   (f) ADJ UNCH    1 2
 LO0217
 LO0217.Superseded values are not recommended for survey control.
 LO0217
 LO0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0217.See file dsdata.pdf to determine how the superseded data were derived.
 LO0217
 LO0217_MARKER: Q = CHISELED SQUARE
 LO0217_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LO0217_PROJECTION: FLUSH
 LO0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0217
 LO0217  HISTORY     - Date     Condition        Report By
 LO0217  HISTORY     - 1903     MONUMENTED       CGS
 LO0217  HISTORY     - 19030601 GOOD             CGS
 LO0217  HISTORY     - 1958     GOOD             CGS
 LO0217  HISTORY     - 1965     MARK NOT FOUND   USGS
 LO0217  HISTORY     - 1983     MARK NOT FOUND   NGS
 LO0217
 LO0217                          STATION DESCRIPTION
 LO0217
 LO0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (RLL)
 LO0217'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTHEAST OF DEVILS
 LO0217'SLIDE, 4.7 MI (7.6 KM) NORTH-NORTHWEST OF COALVILLE AND 3.9 MI (6.3
 LO0217'KM) SOUTHEAST OF HENEFER.
 LO0217
 LO0217                          STATION RECOVERY (1958)
 LO0217
 LO0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LO0217'0.15 MI S FROM ECHO.
 LO0217'ABOUT 0.15 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 LO0217'STATION AT ECHO, AT THE MOST SOUTHERLY ONE OF TWO RAILROAD TANKS, 35
 LO0217'FEET SOUTH OF THE NEAR CONCRETE FOOTING, 145 FEET SOUTHWEST OF THE
 LO0217'NEAR RAIL, 17 FEET SOUTHWEST OF THE NEAR SIDE OF A SMALL HOUSE, 8 FEET
 LO0217'SOUTH OF A LARGE WILLOW TREE, ON THE NORTHEAST SIDE OF A SMALL DITCH,
 LO0217'1 1/2 FEET SOUTHWEST OF A FENCE, 1 FOOT NORTHWEST OF A METAL WITNESS
 LO0217'POST, THE BOTTOM OF A SQUARE HOLE IN THE TOP OF A STONE POST FLUSH
 LO0217'WITH THE GROUND.
 LO0217
 LO0217                          STATION RECOVERY (1965)
 LO0217
 LO0217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LO0217'MARK NOT FOUND.
 LO0217
 LO0217                          STATION RECOVERY (1983)
 LO0217
 LO0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LO0217'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0415 ***********************************************************************
 MR0415  CBN         -  This is a Cooperative Base Network Control Station.
 MR0415  DESIGNATION -  J 1
 MR0415  PID         -  MR0415
 MR0415  STATE/COUNTY-  UT/DAVIS
 MR0415  COUNTRY     -  US
 MR0415  USGS QUAD   -  KAYSVILLE (2017)
 MR0415
 MR0415                         *CURRENT SURVEY CONTROL
 MR0415  ______________________________________________________________________
 MR0415* NAD 83(2011) POSITION- 41 01 59.46827(N) 111 56 56.80989(W)   ADJUSTED
 MR0415* NAD 83(2011) ELLIP HT-  1292.790 (meters)        (06/27/12)   ADJUSTED
 MR0415* NAD 83(2011) EPOCH   -  2010.00
 MR0415* NAVD 88 ORTHO HEIGHT -  1309.623 (meters)     4296.65  (feet) ADJUSTED
 MR0415  ______________________________________________________________________
 MR0415  GEOID HEIGHT    -        -16.819 (meters)                     GEOID18
 MR0415  NAD 83(2011) X  - -1,801,315.361 (meters)                     COMP
 MR0415  NAD 83(2011) Y  - -4,469,837.374 (meters)                     COMP
 MR0415  NAD 83(2011) Z  -  4,166,052.622 (meters)                     COMP
 MR0415  LAPLACE CORR    -          9.97  (seconds)                    DEFLEC18
 MR0415  DYNAMIC HEIGHT  -       1308.618 (meters)     4293.36  (feet) COMP
 MR0415  MODELED GRAVITY -    979,811.7   (mgal)                       NAVD 88
 MR0415
 MR0415  VERT ORDER      -  FIRST     CLASS I
 MR0415
 MR0415  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MR0415  Standards:
 MR0415         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MR0415            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MR0415  -------------------------------------------------------------------
 MR0415  NETWORK    0.62   1.33           0.27   0.23   0.68     -0.13660320
 MR0415  -------------------------------------------------------------------
 MR0415  Click here for local accuracies and other accuracy information.
 MR0415
 MR0415.The horizontal coordinates were established by GPS observations
 MR0415.and adjusted by the National Geodetic Survey in June 2012.
 MR0415
 MR0415.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MR0415.been affixed to the stable North American tectonic plate. See 
 MR0415.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MR0415
 MR0415.The horizontal coordinates are valid at the epoch date displayed above
 MR0415.which is a decimal equivalence of Year/Month/Day.
 MR0415
 MR0415.The orthometric height was determined by differential leveling and
 MR0415.adjusted by the NATIONAL GEODETIC SURVEY
 MR0415.in June 1991.
 MR0415
 MR0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0415.GEOID18 height accuracy estimate available here.
 MR0415
 MR0415.Click photographs - Photos may exist for this station.
 MR0415
 MR0415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MR0415
 MR0415.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0415
 MR0415.The ellipsoidal height was determined by GPS observations
 MR0415.and is referenced to NAD 83.
 MR0415
 MR0415.The dynamic height is computed by dividing the NAVD 88
 MR0415.geopotential number by the normal gravity value computed on the
 MR0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0415.degrees latitude (g = 980.6199 gals.).
 MR0415
 MR0415.The modeled gravity was interpolated from observed gravity values.
 MR0415
 MR0415. The following values were computed from the NAD 83(2011) position.
 MR0415
 MR0415;                    North         East     Units Scale Factor Converg.
 MR0415;SPC UT N     - 1,077,815.556   462,234.208   MT  0.99996401   -0 17 46.1
 MR0415;SPC UT N     - 3,536,133.20  1,516,513.40   sFT  0.99996401   -0 17 46.1
 MR0415;UTM  12      - 4,542,874.829   420,217.609   MT  0.99967834   -0 37 23.2
 MR0415
 MR0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0415!SPC UT N     -   0.99979725  x   0.99996401  =   0.99976127
 MR0415!UTM  12      -   0.99979725  x   0.99967834  =   0.99947566
 MR0415
 MR0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2021742874(NAD 83)
 MR0415
 MR0415                          SUPERSEDED SURVEY CONTROL
 MR0415
 MR0415  NAD 83(2007)-  41 01 59.46798(N)    111 56 56.81052(W) AD(2002.00) 0
 MR0415  ELLIP H (02/10/07) 1292.802  (m)                       GP(2002.00)    
 MR0415  NAD 83(1994)-  41 01 59.46744(N)    111 56 56.80997(W) AD(       ) A
 MR0415  ELLIP H (06/28/00) 1292.822  (m)                       GP(       ) 4 1
 MR0415  NAVD 88            1309.62   (m)         4296.6    (f) LEVELING    3  
 MR0415  NGVD 29 (??/??/92) 1308.656  (m)         4293.48   (f) ADJ UNCH    1 1
 MR0415
 MR0415.Superseded values are not recommended for survey control.
 MR0415
 MR0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0415.See file dsdata.pdf to determine how the superseded data were derived.
 MR0415
 MR0415_MARKER: H = DRILL HOLE
 MR0415_SETTING: 0 = UNSPECIFIED SETTING
 MR0415_SP_SET: SANDSTONE POST
 MR0415_MARK LOGO: NONE
 MR0415_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MR0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0415+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1999
 MR0415
 MR0415  HISTORY     - Date     Condition        Report By
 MR0415  HISTORY     - 1906     MONUMENTED       CGS
 MR0415  HISTORY     - 1967     GOOD             CGS
 MR0415  HISTORY     - 19990615 GOOD             BMI
 MR0415
 MR0415                          STATION DESCRIPTION
 MR0415
 MR0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0415'0.4 MI SE FROM KAYSVILLE.
 MR0415'0.4 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING
 MR0415'OF 2ND NORTH AVENUE AT KAYSVILLE, 4 POLES NORTHWEST OF MILEPOLE 16.75,
 MR0415'90.4 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, 37
 MR0415'FEET SOUTH OF THE CENTER LINE OF 1ST SOUTH STREET, 46 FEET NORTHEAST
 MR0415'OF THE FOURTH TELEPHONE POLE NORTHWEST OF MILEPOLE 16.75, 2.8 FEET
 MR0415'NORTH OF THE CENTER OF A STEEL MANHOLE COVER MARKED BY LETTERS O.S.L.
 MR0415'RR LIGHT, 0.8 FOOT SOUTHWEST OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER
 MR0415'THAN THE TRACK, AND CHISELED IN THE TOP OF A SANDSTONE POST INCRIBED
 MR0415'USBM ABOUT FLUSH WITH THE GROUND.
 MR0415
 MR0415                          STATION RECOVERY (1999)
 MR0415
 MR0415'RECOVERY NOTE BY BMI ASSOCIATES 1999 (DTM)
 MR0415'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS NOT
 MR0415'A BENCH MARK DISK SET IN TOP OF A CONCRETE POST AS PREVIOUSLY
 MR0415'DESCRIBED.  THE STATION IS A DRILL HOLE IN THE CENTER OF A CHISELED
 MR0415'SQUARE IN TOP OF A 0.18 M (0.59 FT) BY 0.15 M (0.49 FT) PREFABRICATED
 MR0415'SANDSTONE POST WITH U S B M INSCRIBED IN THE TOP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0266 ***********************************************************************
 MS0266  DESIGNATION -  J 10
 MS0266  PID         -  MS0266
 MS0266  STATE/COUNTY-  UT/BOX ELDER
 MS0266  COUNTRY     -  US
 MS0266  USGS QUAD   -  CROCODILE MOUNTAIN NE (2017)
 MS0266
 MS0266                         *CURRENT SURVEY CONTROL
 MS0266  ______________________________________________________________________
 MS0266* NAD 83(1986) POSITION- 41 44 58.     (N) 113 03 50.     (W)   SCALED
 MS0266* NAVD 88 ORTHO HEIGHT -  1287.093 (meters)     4222.74  (feet) ADJUSTED
 MS0266  ______________________________________________________________________
 MS0266  GEOID HEIGHT    -        -15.610 (meters)                     GEOID18
 MS0266  DYNAMIC HEIGHT  -       1286.251 (meters)     4219.98  (feet) COMP
 MS0266  MODELED GRAVITY -    979,923.3   (mgal)                       NAVD 88
 MS0266
 MS0266  VERT ORDER      -  FIRST     CLASS II
 MS0266
 MS0266.The horizontal coordinates were scaled from a map and have
 MS0266.an estimated accuracy of +/- 6 seconds.
 MS0266
 MS0266.The orthometric height was determined by differential leveling and
 MS0266.adjusted by the NATIONAL GEODETIC SURVEY
 MS0266.in June 1991.
 MS0266
 MS0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0266.GEOID18 height accuracy estimate available here.
 MS0266
 MS0266.Click photographs - Photos may exist for this station.
 MS0266
 MS0266.The dynamic height is computed by dividing the NAVD 88
 MS0266.geopotential number by the normal gravity value computed on the
 MS0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0266.degrees latitude (g = 980.6199 gals.).
 MS0266
 MS0266.The modeled gravity was interpolated from observed gravity values.
 MS0266
 MS0266;                    North         East    Units  Estimated Accuracy
 MS0266;SPC UT N     - 1,158,440.      369,930.      MT  (+/- 180 meters Scaled)
 MS0266
 MS0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM284240(NAD 83)
 MS0266
 MS0266                          SUPERSEDED SURVEY CONTROL
 MS0266
 MS0266  NGVD 29 (??/??/92) 1286.102  (m)         4219.49   (f) ADJ UNCH    1 2
 MS0266
 MS0266.Superseded values are not recommended for survey control.
 MS0266
 MS0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0266.See file dsdata.pdf to determine how the superseded data were derived.
 MS0266
 MS0266_MARKER: P = PIPE CAP
 MS0266_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MS0266_STAMPING: J 10 1911 ELEV. 4219.486 FT.
 MS0266_MARK LOGO: CGS
 MS0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0266
 MS0266  HISTORY     - Date     Condition        Report By
 MS0266  HISTORY     - 1911     MONUMENTED       CGS
 MS0266  HISTORY     - 1953     GOOD             CGS
 MS0266  HISTORY     - 1984     GOOD             NGS
 MS0266
 MS0266                          STATION DESCRIPTION
 MS0266
 MS0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0266'2.5 MI E FROM KELTON.
 MS0266'2.5 MILES EAST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN PACIFIC
 MS0266'COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT KELTON, 0.1
 MS0266'MILE WEST OF A SMALL WOODEN BRIDGE, 5 1/2 POLES EAST OF MILEPOLE 736,
 MS0266'NEAR THE EAST END OF A 7-FOOT-HIGH CUT, 254 FEET SOUTHWEST OF AND
 MS0266'ACROSS THE ROAD FROM TELEPHONE POLE 19B, 62 1/2 FEET SOUTH OF THE
 MS0266'CENTER LINE OF THE ROAD, 45 FEET EAST OF THE EAST END OF A PROMINENT
 MS0266'WHITE PILE OF DIRT ON THE SOUTH BANK OF THE CUT, 1.4 FEET NORTH OF A
 MS0266'WITNESS POST, ABOUT 4 FEET HIGHER THAN THE ROAD, AND SCREWED ON TOP OF
 MS0266'A 3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.
 MS0266
 MS0266                          STATION RECOVERY (1984)
 MS0266
 MS0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0266'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.83 KM
 MS0266'(9.22 MI) EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE IN PARK
 MS0266'VALLEY, THENCE 10.94 KM (6.80 MI) SOUTH ALONG A DIRT ROAD, THENCE
 MS0266'3.49 KM (2.17 MI) EAST ALONG THE OLD CENTRAL PACIFIC RAILROAD GRADE,
 MS0266'IN TOP OF THE EAST END OF A DIRT CUT, 0.68 KM (0.43 MI) WEST OF A
 MS0266'SMALL WOODEN BRIDGE, 18.9 KM (62 FT) SOUTH OF THE CENTER OF THE OLD
 MS0266'RAILROAD BED AND 29.6 METERS (97 FT) WEST OF THE EAST END OF THE CUT.
 MS0266'A SHALLOW-SET PIPE PROJECTING 15 CENTIMETERS.
 MS0266'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 MS0266'THE MARK IS 1.3 M ABOVE THE RAILROAD BED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0178 ***********************************************************************
 HM0178  DESIGNATION -  J 100
 HM0178  PID         -  HM0178
 HM0178  STATE/COUNTY-  UT/SAN JUAN
 HM0178  COUNTRY     -  US
 HM0178  USGS QUAD   -  BLANDING SOUTH (2017)
 HM0178
 HM0178                         *CURRENT SURVEY CONTROL
 HM0178  ______________________________________________________________________
 HM0178* NAD 83(1986) POSITION- 37 34 53.     (N) 109 28 51.     (W)   SCALED
 HM0178* NAVD 88 ORTHO HEIGHT -  1774.136 (meters)     5820.64  (feet) ADJUSTED
 HM0178  ______________________________________________________________________
 HM0178  GEOID HEIGHT    -        -20.077 (meters)                     GEOID18
 HM0178  DYNAMIC HEIGHT  -       1772.059 (meters)     5813.83  (feet) COMP
 HM0178  MODELED GRAVITY -    979,396.3   (mgal)                       NAVD 88
 HM0178
 HM0178  VERT ORDER      -  FIRST     CLASS II
 HM0178
 HM0178.This mark is at Blanding Airport (BDG)
 HM0178
 HM0178.The horizontal coordinates were scaled from a map and have
 HM0178.an estimated accuracy of +/- 6 seconds.
 HM0178
 HM0178.The orthometric height was determined by differential leveling and
 HM0178.adjusted by the NATIONAL GEODETIC SURVEY
 HM0178.in June 1991.
 HM0178
 HM0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0178.GEOID18 height accuracy estimate available here.
 HM0178
 HM0178.Click photographs - Photos may exist for this station.
 HM0178
 HM0178.The dynamic height is computed by dividing the NAVD 88
 HM0178.geopotential number by the normal gravity value computed on the
 HM0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0178.degrees latitude (g = 980.6199 gals.).
 HM0178
 HM0178.The modeled gravity was interpolated from observed gravity values.
 HM0178
 HM0178;                    North         East    Units  Estimated Accuracy
 HM0178;SPC UT S     - 3,103,440.      678,330.      MT  (+/- 180 meters Scaled)
 HM0178
 HM0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG341604(NAD 83)
 HM0178
 HM0178                          SUPERSEDED SURVEY CONTROL
 HM0178
 HM0178  NGVD 29 (??/??/92) 1773.072  (m)         5817.15   (f) ADJ UNCH    1 2
 HM0178
 HM0178.Superseded values are not recommended for survey control.
 HM0178
 HM0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0178.See file dsdata.pdf to determine how the superseded data were derived.
 HM0178
 HM0178_MARKER: DB = BENCH MARK DISK
 HM0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0178_STAMPING: J 100 1958
 HM0178_MARK LOGO: CGS
 HM0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0178+STABILITY: SURFACE MOTION
 HM0178
 HM0178  HISTORY     - Date     Condition        Report By
 HM0178  HISTORY     - 1958     MONUMENTED       CGS
 HM0178  HISTORY     - 1959     GOOD             CGS
 HM0178  HISTORY     - 1979     MARK NOT FOUND   NGS
 HM0178  HISTORY     - 1979     MARK NOT FOUND   NGS
 HM0178
 HM0178                          STATION DESCRIPTION
 HM0178
 HM0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0178'3.25 MI S FROM BLANDING.
 HM0178'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0178'BLANDING, THENCE 0.15 MILE NORTHWEST TO BLANDING AIRPORT, 190 YARDS
 HM0178'NORTH OF THE AIRPORT ENTRANCE ROAD, 100 YARDS NORTHEAST OF THE
 HM0178'NORTHEAST CORNER OF A CORRUGATED METAL HANGAR, 91 FEET SOUTHWEST OF A
 HM0178'FENCE CORNER POST, 61 1/2 FEET SOUTH OF AN EAST-WEST FENCE, 6.7 FEET
 HM0178'SOUTH OF STEEL POST SUPPORTING THE WIND SOCK AND IN THE TOP OF A
 HM0178'CONCRETE POST PROJECTING 6 INCHES.
 HM0178
 HM0178                          STATION RECOVERY (1979)
 HM0178
 HM0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0178'MARK NOT FOUND.
 HM0178
 HM0178                          STATION RECOVERY (1979)
 HM0178
 HM0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0178'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0104 ***********************************************************************
 LO0104  DESIGNATION -  J 101
 LO0104  PID         -  LO0104
 LO0104  STATE/COUNTY-  UT/DUCHESNE
 LO0104  COUNTRY     -  US
 LO0104  USGS QUAD   -  BLACKTAIL MOUNTAIN (2017)
 LO0104
 LO0104                         *CURRENT SURVEY CONTROL
 LO0104  ______________________________________________________________________
 LO0104* NAD 83(1986) POSITION- 40 17 45.     (N) 110 35 25.     (W)   SCALED
 LO0104* NAVD 88 ORTHO HEIGHT -  1895.045 (meters)     6217.33  (feet) ADJUSTED
 LO0104  ______________________________________________________________________
 LO0104  GEOID HEIGHT    -        -16.149 (meters)                     GEOID18
 LO0104  DYNAMIC HEIGHT  -       1893.155 (meters)     6211.13  (feet) COMP
 LO0104  MODELED GRAVITY -    979,561.5   (mgal)                       NAVD 88
 LO0104
 LO0104  VERT ORDER      -  SECOND    CLASS 0
 LO0104
 LO0104.The horizontal coordinates were scaled from a map and have
 LO0104.an estimated accuracy of +/- 6 seconds.
 LO0104
 LO0104.The orthometric height was determined by differential leveling and
 LO0104.adjusted by the NATIONAL GEODETIC SURVEY
 LO0104.in June 1991.
 LO0104
 LO0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0104.GEOID18 height accuracy estimate available here.
 LO0104
 LO0104.Click photographs - Photos may exist for this station.
 LO0104
 LO0104.The dynamic height is computed by dividing the NAVD 88
 LO0104.geopotential number by the normal gravity value computed on the
 LO0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0104.degrees latitude (g = 980.6199 gals.).
 LO0104
 LO0104.The modeled gravity was interpolated from observed gravity values.
 LO0104
 LO0104;                    North         East    Units  Estimated Accuracy
 LO0104;SPC UT C     - 2,218,270.      577,340.      MT  (+/- 180 meters Scaled)
 LO0104
 LO0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK348606(NAD 83)
 LO0104
 LO0104                          SUPERSEDED SURVEY CONTROL
 LO0104
 LO0104  NGVD 29 (??/??/92) 1893.694  (m)         6212.89   (f) ADJ UNCH    2 0
 LO0104
 LO0104.Superseded values are not recommended for survey control.
 LO0104
 LO0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0104.See file dsdata.pdf to determine how the superseded data were derived.
 LO0104
 LO0104_MARKER: DB = BENCH MARK DISK
 LO0104_SETTING: 66 = SET IN ROCK OUTCROP
 LO0104_STAMPING: J 101 1962
 LO0104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0104+STABILITY: POSITION/ELEVATION WELL
 LO0104
 LO0104  HISTORY     - Date     Condition        Report By
 LO0104  HISTORY     - 1962     MONUMENTED       CGS
 LO0104
 LO0104                          STATION DESCRIPTION
 LO0104
 LO0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0104'8.25 MI SE FROM TABIONA.
 LO0104'8.25 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0104'TABIONA, IN THE TOP OF A LARGE FLAT SANDSTONE OUTCROP, 0.1 MILE EAST
 LO0104'OF THE JUNCTION OF A PRIVATE ROAD TO A HOUSE, 32 FEET SOUTH OF THE
 LO0104'CENTER LINE OF THE HIGHWAY, 12 FEET NORTH-NORTHWEST OF A TELEPHONE
 LO0104'POLE, 5.5 FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE
 LO0104'HIGHWAY, AND 1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0352 ***********************************************************************
 LN0352  DESIGNATION -  J 102
 LN0352  PID         -  LN0352
 LN0352  STATE/COUNTY-  UT/DAGGETT
 LN0352  COUNTRY     -  US
 LN0352  USGS QUAD   -  FLAMING GORGE (2017)
 LN0352
 LN0352                         *CURRENT SURVEY CONTROL
 LN0352  ______________________________________________________________________
 LN0352* NAD 83(1986) POSITION- 40 59 22.     (N) 109 29 59.     (W)   SCALED
 LN0352* NAVD 88 ORTHO HEIGHT -  1874.872 (meters)     6151.14  (feet) ADJUSTED
 LN0352  ______________________________________________________________________
 LN0352  GEOID HEIGHT    -        -14.280 (meters)                     GEOID18
 LN0352  DYNAMIC HEIGHT  -       1873.219 (meters)     6145.72  (feet) COMP
 LN0352  MODELED GRAVITY -    979,675.5   (mgal)                       NAVD 88
 LN0352
 LN0352  VERT ORDER      -  SECOND    CLASS 0
 LN0352
 LN0352.The horizontal coordinates were scaled from a map and have
 LN0352.an estimated accuracy of +/- 6 seconds.
 LN0352
 LN0352.The orthometric height was determined by differential leveling and
 LN0352.adjusted by the NATIONAL GEODETIC SURVEY
 LN0352.in June 1991.
 LN0352
 LN0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0352.GEOID18 height accuracy estimate available here.
 LN0352
 LN0352.Click photographs - Photos may exist for this station.
 LN0352
 LN0352.The dynamic height is computed by dividing the NAVD 88
 LN0352.geopotential number by the normal gravity value computed on the
 LN0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0352.degrees latitude (g = 980.6199 gals.).
 LN0352
 LN0352.The modeled gravity was interpolated from observed gravity values.
 LN0352
 LN0352;                    North         East    Units  Estimated Accuracy
 LN0352;SPC UT N     - 1,074,800.      668,300.      MT  (+/- 180 meters Scaled)
 LN0352
 LN0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL261386(NAD 83)
 LN0352
 LN0352                          SUPERSEDED SURVEY CONTROL
 LN0352
 LN0352  NGVD 29 (??/??/92) 1873.629  (m)         6147.06   (f) ADJ UNCH    2 0
 LN0352
 LN0352.Superseded values are not recommended for survey control.
 LN0352
 LN0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0352.See file dsdata.pdf to determine how the superseded data were derived.
 LN0352
 LN0352_MARKER: DB = BENCH MARK DISK
 LN0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0352_STAMPING: J 102 1962
 LN0352_MARK LOGO: CGS
 LN0352_PROJECTION: PROJECTING 5 CENTIMETERS
 LN0352_MAGNETIC: N = NO MAGNETIC MATERIAL
 LN0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0352+STABILITY: SURFACE MOTION
 LN0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0352+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2021
 LN0352
 LN0352  HISTORY     - Date     Condition        Report By
 LN0352  HISTORY     - 1962     MONUMENTED       CGS
 LN0352  HISTORY     - 20130623 GOOD             GEOCAC
 LN0352  HISTORY     - 20210612 GOOD             IGA
 LN0352
 LN0352                          STATION DESCRIPTION
 LN0352
 LN0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0352'8.95 MI E FROM LINWOOD.
 LN0352'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0352'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 3.95 MILES
 LN0352'NORTHEAST ALONG CLAY BASIN ROAD, 0.3 MILE WEST OF THE CROSSING OF A
 LN0352'PIPE LINE, 38 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.3 FEET
 LN0352'SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 LN0352'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LN0352
 LN0352                          STATION RECOVERY (2013)
 LN0352
 LN0352'RECOVERY NOTE BY GEOCACHING 2013 (BRB)
 LN0352'THE DESCRIPTION IN THE NGS DATABASE FOR THE BENCHMARK HAS BEEN
 LN0352'RENDERED OBSOLETE BY THE CREATION OF FLAMING GORGE RESERVOIR. LINWOOD
 LN0352'IS NOW UNDERNEATH THE WATERS OF LINWOOD BAY. THE SIGN FOR ROCK SPRINGS
 LN0352'66 MILES NO LONGER EXISTS. NEW DESCRIPTION FOLLOWS.
 LN0352'FROM THE US POST OFFICE IN DUTCH JOHN PROCEED WESTWARD ON SOUTH BLVD
 LN0352'APPROXIMATELY 0.3 MILES TO THE JUNCTION WITH US HIGHWAY 191. TURN
 LN0352'RIGHT AND PROCEED NORTHWARD APPROXIMATELY 7.6 MILES TO SPRING CREEK
 LN0352'ROAD. TURN LEFT AND FOLLOW SPRING CREEK ROAD WESTWARD APPROXIMATELY
 LN0352'3.4 MILES TO THE STATION ON THE RIGHT. REMAINDER OF DESCRIPTION
 LN0352'REMAINS UNCHANGED.
 LN0352'0.3 MILE WEST OF THE CROSSING OF A PIPE LINE, 38 FEET NORTH OF THE
 LN0352'CENTER LINE OF THE ROAD, 2.3 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 LN0352'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 LN0352'FOOT ABOVE THE GROUND.
 LN0352
 LN0352                          STATION RECOVERY (2021)
 LN0352
 LN0352'RECOVERY NOTE BY IGAGE 2021 (MS)
 LN0352'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0224 ***********************************************************************
 LN0224  DESIGNATION -  J 103
 LN0224  PID         -  LN0224
 LN0224  STATE/COUNTY-  UT/DAGGETT
 LN0224  COUNTRY     -  US
 LN0224  USGS QUAD   -  WILLOW CREEK BUTTE (2017)
 LN0224
 LN0224                         *CURRENT SURVEY CONTROL
 LN0224  ______________________________________________________________________
 LN0224* NAD 83(1986) POSITION- 40 52 30.53   (N) 109 07 22.03   (W)   HD_HELD1
 LN0224* NAVD 88 ORTHO HEIGHT -  1694.476 (meters)     5559.29  (feet) ADJUSTED
 LN0224  ______________________________________________________________________
 LN0224  GEOID HEIGHT    -        -14.207 (meters)                     GEOID18
 LN0224  DYNAMIC HEIGHT  -       1693.060 (meters)     5554.65  (feet) COMP
 LN0224  MODELED GRAVITY -    979,728.1   (mgal)                       NAVD 88
 LN0224
 LN0224  VERT ORDER      -  SECOND    CLASS 0
 LN0224
 LN0224.The horizontal coordinates were determined by differentially corrected
 LN0224.hand held GPS observations or other comparable positioning techniques
 LN0224.and have an estimated accuracy of +/- 3 meters.
 LN0224
 LN0224.The orthometric height was determined by differential leveling and
 LN0224.adjusted by the NATIONAL GEODETIC SURVEY
 LN0224.in June 1991.
 LN0224
 LN0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0224.GEOID18 height accuracy estimate available here.
 LN0224
 LN0224.Click photographs - Photos may exist for this station.
 LN0224
 LN0224.The dynamic height is computed by dividing the NAVD 88
 LN0224.geopotential number by the normal gravity value computed on the
 LN0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0224.degrees latitude (g = 980.6199 gals.).
 LN0224
 LN0224.The modeled gravity was interpolated from observed gravity values.
 LN0224
 LN0224;                    North         East    Units  Estimated Accuracy
 LN0224;SPC UT N     - 1,062,908.5     700,354.9     MT  (+/- 3 meters HH1 GPS) 
 LN0224
 LN0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL5817826593(NAD 83)
 LN0224
 LN0224                          SUPERSEDED SURVEY CONTROL
 LN0224
 LN0224  NGVD 29 (??/??/92) 1693.310  (m)         5555.47   (f) ADJ UNCH    2 0
 LN0224
 LN0224.Superseded values are not recommended for survey control.
 LN0224
 LN0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0224.See file dsdata.pdf to determine how the superseded data were derived.
 LN0224
 LN0224_MARKER: DB = BENCH MARK DISK
 LN0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0224_STAMPING: J 103 1962
 LN0224_MARK LOGO: CGS
 LN0224_PROJECTION: FLUSH
 LN0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0224+STABILITY: SURFACE MOTION
 LN0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0224+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2020
 LN0224
 LN0224  HISTORY     - Date     Condition        Report By
 LN0224  HISTORY     - 1962     MONUMENTED       CGS
 LN0224  HISTORY     - 20201212 GOOD             IGA
 LN0224
 LN0224                          STATION DESCRIPTION
 LN0224
 LN0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0224'37.4 MI E FROM LINWOOD.
 LN0224'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0224'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 32.4 MILES
 LN0224'EAST ALONG CLAY BASIN ROAD, 0.3 MILE NORTH OF THE JUNCTION OF A ROAD
 LN0224'WEST TO TAYLOR FLATS BOAT CROSSING, 48 FEET WEST OF THE CENTER LINE OF
 LN0224'THE ROAD, 24 FEET SOUTH OF A JUNIPER TREE, 2.0 FEET EAST OF A WITNESS
 LN0224'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LN0224'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LN0224
 LN0224                          STATION RECOVERY (2020)
 LN0224
 LN0224'RECOVERY NOTE BY IGAGE 2020 (MS)
 LN0224'RECOVERED IN EXCELLENT CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0139 ***********************************************************************
 LO0139  DESIGNATION -  J 104
 LO0139  PID         -  LO0139
 LO0139  STATE/COUNTY-  UT/WASATCH
 LO0139  COUNTRY     -  US
 LO0139  USGS QUAD   -  WOLF CREEK (2017)
 LO0139
 LO0139                         *CURRENT SURVEY CONTROL
 LO0139  ______________________________________________________________________
 LO0139* NAD 83(1986) POSITION- 40 29 12.     (N) 110 57 30.     (W)   SCALED
 LO0139* NAVD 88 ORTHO HEIGHT -  2609.085 (meters)     8559.97  (feet) ADJUSTED
 LO0139  ______________________________________________________________________
 LO0139  GEOID HEIGHT    -        -14.124 (meters)                     GEOID18
 LO0139  DYNAMIC HEIGHT  -       2606.351 (meters)     8551.00  (feet) COMP
 LO0139  MODELED GRAVITY -    979,481.5   (mgal)                       NAVD 88
 LO0139
 LO0139  VERT ORDER      -  SECOND    CLASS 0
 LO0139
 LO0139.The horizontal coordinates were scaled from a map and have
 LO0139.an estimated accuracy of +/- 6 seconds.
 LO0139
 LO0139.The orthometric height was determined by differential leveling and
 LO0139.adjusted by the NATIONAL GEODETIC SURVEY
 LO0139.in June 1991.
 LO0139
 LO0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0139.GEOID18 height accuracy estimate available here.
 LO0139
 LO0139.Click photographs - Photos may exist for this station.
 LO0139
 LO0139.The dynamic height is computed by dividing the NAVD 88
 LO0139.geopotential number by the normal gravity value computed on the
 LO0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0139.degrees latitude (g = 980.6199 gals.).
 LO0139
 LO0139.The modeled gravity was interpolated from observed gravity values.
 LO0139
 LO0139;                    North         East    Units  Estimated Accuracy
 LO0139;SPC UT C     - 2,239,210.      545,920.      MT  (+/- 180 meters Scaled)
 LO0139
 LO0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK035817(NAD 83)
 LO0139
 LO0139                          SUPERSEDED SURVEY CONTROL
 LO0139
 LO0139  NGVD 29 (??/??/92) 2607.65   (m)         8555.3    (f) COMPUTED    2 0
 LO0139
 LO0139.Superseded values are not recommended for survey control.
 LO0139
 LO0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0139.See file dsdata.pdf to determine how the superseded data were derived.
 LO0139
 LO0139_MARKER: DB = BENCH MARK DISK
 LO0139_SETTING: 80 = SET IN A BOULDER
 LO0139_STAMPING: J 104 1962
 LO0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0139+STABILITY: SURFACE MOTION
 LO0139
 LO0139  HISTORY     - Date     Condition        Report By
 LO0139  HISTORY     - 1962     MONUMENTED       CGS
 LO0139
 LO0139                          STATION DESCRIPTION
 LO0139
 LO0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0139'19.75 MI NW FROM TABIONA.
 LO0139'19.75 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0139'TABIONA, 0.1 MILE SOUTHEAST OF HIGHWAY MILEAGE MARKER 43, IN THE TOP
 LO0139'OF A 3- BY 4-FOOT BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE
 LO0139'GROUND, 35 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 5 1/2
 LO0139'FEET NORTH OF AN ASPEN TREE MARKED B M, 3.5 FEET EAST OF A WITNESS
 LO0139'POST, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0281 ***********************************************************************
 LO0281  DESIGNATION -  J 105
 LO0281  PID         -  LO0281
 LO0281  STATE/COUNTY-  UT/SUMMIT
 LO0281  COUNTRY     -  US
 LO0281  USGS QUAD   -  WOODLAND (2017)
 LO0281
 LO0281                         *CURRENT SURVEY CONTROL
 LO0281  ______________________________________________________________________
 LO0281* NAD 83(1986) POSITION- 40 33 56.     (N) 111 11 22.     (W)   SCALED
 LO0281* NAVD 88 ORTHO HEIGHT -  2098.836 (meters)     6885.93  (feet) ADJUSTED
 LO0281  ______________________________________________________________________
 LO0281  GEOID HEIGHT    -        -14.645 (meters)                     GEOID18
 LO0281  DYNAMIC HEIGHT  -       2096.797 (meters)     6879.24  (feet) COMP
 LO0281  MODELED GRAVITY -    979,577.9   (mgal)                       NAVD 88
 LO0281
 LO0281  VERT ORDER      -  SECOND    CLASS 0
 LO0281
 LO0281.The horizontal coordinates were scaled from a map and have
 LO0281.an estimated accuracy of +/- 6 seconds.
 LO0281
 LO0281.The orthometric height was determined by differential leveling and
 LO0281.adjusted by the NATIONAL GEODETIC SURVEY
 LO0281.in June 1991.
 LO0281
 LO0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0281.GEOID18 height accuracy estimate available here.
 LO0281
 LO0281.Click photographs - Photos may exist for this station.
 LO0281
 LO0281.The dynamic height is computed by dividing the NAVD 88
 LO0281.geopotential number by the normal gravity value computed on the
 LO0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0281.degrees latitude (g = 980.6199 gals.).
 LO0281
 LO0281.The modeled gravity was interpolated from observed gravity values.
 LO0281
 LO0281;                    North         East    Units  Estimated Accuracy
 LO0281;SPC UT N     - 1,025,840.      526,300.      MT  (+/- 180 meters Scaled)
 LO0281
 LO0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK839905(NAD 83)
 LO0281
 LO0281                          SUPERSEDED SURVEY CONTROL
 LO0281
 LO0281  NGVD 29 (??/??/92) 2097.514  (m)         6881.59   (f) ADJ UNCH    2 0
 LO0281
 LO0281.Superseded values are not recommended for survey control.
 LO0281
 LO0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0281.See file dsdata.pdf to determine how the superseded data were derived.
 LO0281
 LO0281_MARKER: DB = BENCH MARK DISK
 LO0281_SETTING: 66 = SET IN ROCK OUTCROP
 LO0281_STAMPING: J 105 1962
 LO0281_MARK LOGO: CGS
 LO0281_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0281+STABILITY: POSITION/ELEVATION WELL
 LO0281
 LO0281  HISTORY     - Date     Condition        Report By
 LO0281  HISTORY     - 1962     MONUMENTED       CGS
 LO0281
 LO0281                          STATION DESCRIPTION
 LO0281
 LO0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0281'6.5 MI SE FROM FRANCIS.
 LO0281'6.5 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0281'HIGHWAY 189 AT FRANCIS, SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK
 LO0281'CUT BANK, 19 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2
 LO0281'1/2 FEET HIGHER THAN THE HIGHWAY, AND 1.8 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0295 ***********************************************************************
 LO0295  DESIGNATION -  J 106
 LO0295  PID         -  LO0295
 LO0295  STATE/COUNTY-  UT/SUMMIT
 LO0295  COUNTRY     -  US
 LO0295  USGS QUAD   -  KAMAS (2017)
 LO0295
 LO0295                         *CURRENT SURVEY CONTROL
 LO0295  ______________________________________________________________________
 LO0295* NAD 83(1986) POSITION- 40 41 11.     (N) 111 16 52.     (W)   SCALED
 LO0295* NAVD 88 ORTHO HEIGHT -  1967.939 (meters)     6456.48  (feet) ADJUSTED
 LO0295  ______________________________________________________________________
 LO0295  GEOID HEIGHT    -        -15.104 (meters)                     GEOID18
 LO0295  DYNAMIC HEIGHT  -       1966.080 (meters)     6450.38  (feet) COMP
 LO0295  MODELED GRAVITY -    979,610.1   (mgal)                       NAVD 88
 LO0295
 LO0295  VERT ORDER      -  SECOND    CLASS 0
 LO0295
 LO0295.The horizontal coordinates were scaled from a map and have
 LO0295.an estimated accuracy of +/- 6 seconds.
 LO0295
 LO0295.The orthometric height was determined by differential leveling and
 LO0295.adjusted by the NATIONAL GEODETIC SURVEY
 LO0295.in June 1991.
 LO0295
 LO0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0295.GEOID18 height accuracy estimate available here.
 LO0295
 LO0295.Click photographs - Photos may exist for this station.
 LO0295
 LO0295.The dynamic height is computed by dividing the NAVD 88
 LO0295.geopotential number by the normal gravity value computed on the
 LO0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0295.degrees latitude (g = 980.6199 gals.).
 LO0295
 LO0295.The modeled gravity was interpolated from observed gravity values.
 LO0295
 LO0295;                    North         East    Units  Estimated Accuracy
 LO0295;SPC UT N     - 1,039,230.      518,500.      MT  (+/- 180 meters Scaled)
 LO0295
 LO0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL762039(NAD 83)
 LO0295
 LO0295                          SUPERSEDED SURVEY CONTROL
 LO0295
 LO0295  NGVD 29 (??/??/92) 1966.646  (m)         6452.24   (f) ADJ UNCH    2 0
 LO0295
 LO0295.Superseded values are not recommended for survey control.
 LO0295
 LO0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0295.See file dsdata.pdf to determine how the superseded data were derived.
 LO0295
 LO0295_MARKER: DB = BENCH MARK DISK
 LO0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0295_STAMPING: J 106 1962
 LO0295_MARK LOGO: CGS
 LO0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0295+STABILITY: SURFACE MOTION
 LO0295
 LO0295  HISTORY     - Date     Condition        Report By
 LO0295  HISTORY     - 1962     MONUMENTED       CGS
 LO0295
 LO0295                          STATION DESCRIPTION
 LO0295
 LO0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0295'3.05 MI N FROM KAMAS.
 LO0295'3.05 MILES NORTH ALONG U.S. HIGHWAY 189 FROM THE POST OFFICE AT KAMAS,
 LO0295'31 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 16 FEET EAST OF A
 LO0295'FENCE, 2 1/2 FEET SOUTH OF A POWER POLE, 2.0 FEET NORTH OF A WITNESS
 LO0295'POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 LO0295'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0357 ***********************************************************************
 LO0357  DESIGNATION -  J 107
 LO0357  PID         -  LO0357
 LO0357  STATE/COUNTY-  UT/WASATCH
 LO0357  COUNTRY     -  US
 LO0357  USGS QUAD   -  FRANCIS (2017)
 LO0357
 LO0357                         *CURRENT SURVEY CONTROL
 LO0357  ______________________________________________________________________
 LO0357* NAD 83(1986) POSITION- 40 36 18.     (N) 111 20 41.     (W)   SCALED
 LO0357* NAVD 88 ORTHO HEIGHT -  1883.448 (meters)     6179.28  (feet) ADJUSTED
 LO0357  ______________________________________________________________________
 LO0357  GEOID HEIGHT    -        -15.363 (meters)                     GEOID18
 LO0357  DYNAMIC HEIGHT  -       1881.689 (meters)     6173.51  (feet) COMP
 LO0357  MODELED GRAVITY -    979,624.2   (mgal)                       NAVD 88
 LO0357
 LO0357  VERT ORDER      -  SECOND    CLASS 0
 LO0357
 LO0357.The horizontal coordinates were scaled from a map and have
 LO0357.an estimated accuracy of +/- 6 seconds.
 LO0357
 LO0357.The orthometric height was determined by differential leveling and
 LO0357.adjusted by the NATIONAL GEODETIC SURVEY
 LO0357.in June 1991.
 LO0357
 LO0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0357.GEOID18 height accuracy estimate available here.
 LO0357
 LO0357.Click photographs - Photos may exist for this station.
 LO0357
 LO0357.The dynamic height is computed by dividing the NAVD 88
 LO0357.geopotential number by the normal gravity value computed on the
 LO0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0357.degrees latitude (g = 980.6199 gals.).
 LO0357
 LO0357.The modeled gravity was interpolated from observed gravity values.
 LO0357
 LO0357;                    North         East    Units  Estimated Accuracy
 LO0357;SPC UT C     - 2,252,220.      513,140.      MT  (+/- 180 meters Scaled)
 LO0357
 LO0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK708949(NAD 83)
 LO0357
 LO0357                          SUPERSEDED SURVEY CONTROL
 LO0357
 LO0357  NGVD 29 (??/??/92) 1882.194  (m)         6175.16   (f) ADJ UNCH    2 0
 LO0357
 LO0357.Superseded values are not recommended for survey control.
 LO0357
 LO0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0357.See file dsdata.pdf to determine how the superseded data were derived.
 LO0357
 LO0357_MARKER: DB = BENCH MARK DISK
 LO0357_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0357_SP_SET: CULVERT HEADWALL
 LO0357_STAMPING: J 107 1962
 LO0357_MARK LOGO: CGS
 LO0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0357+STABILITY: SURFACE MOTION
 LO0357
 LO0357  HISTORY     - Date     Condition        Report By
 LO0357  HISTORY     - 1962     MONUMENTED       CGS
 LO0357
 LO0357                          STATION DESCRIPTION
 LO0357
 LO0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0357'3.7 MI W FROM FRANCIS.
 LO0357'3.7 MILES WEST ALONG U.S. HIGHWAY 189 ALTERNATE FROM THE JUNCTION OF
 LO0357'STATE HIGHWAY 35 AT FRANCIS, SET VERTICALLY IN THE SOUTHWEST FACE OF A
 LO0357'MASSIVE OUTCROP, 52 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 36
 LO0357'FEET NORTH-NORTHEAST OF THE CENTER OF THE NORTH END OF AN 18-INCH PIPE
 LO0357'CULVERT, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0004 ***********************************************************************
 JN0004  DESIGNATION -  J 11
 JN0004  PID         -  JN0004
 JN0004  STATE/COUNTY-  UT/EMERY
 JN0004  COUNTRY     -  US
 JN0004  USGS QUAD   -  JESSIES TWIST (2017)
 JN0004
 JN0004                         *CURRENT SURVEY CONTROL
 JN0004  ______________________________________________________________________
 JN0004* NAD 83(1986) POSITION- 38 55 40.56   (N) 110 16 15.96   (W)   HD_HELD1
 JN0004* NAVD 88 ORTHO HEIGHT -  1305.792 (meters)     4284.09  (feet) ADJUSTED
 JN0004  ______________________________________________________________________
 JN0004  GEOID HEIGHT    -        -20.024 (meters)                     GEOID18
 JN0004  DYNAMIC HEIGHT  -       1304.532 (meters)     4279.95  (feet) COMP
 JN0004  MODELED GRAVITY -    979,618.3   (mgal)                       NAVD 88
 JN0004
 JN0004  VERT ORDER      -  FIRST     CLASS II
 JN0004
 JN0004.The horizontal coordinates were determined by differentially corrected
 JN0004.hand held GPS observations or other comparable positioning techniques
 JN0004.and have an estimated accuracy of +/- 3 meters.
 JN0004
 JN0004.The orthometric height was determined by differential leveling and
 JN0004.adjusted by the NATIONAL GEODETIC SURVEY
 JN0004.in June 1991.
 JN0004
 JN0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0004.GEOID18 height accuracy estimate available here.
 JN0004
 JN0004.Click photographs - Photos may exist for this station.
 JN0004
 JN0004.The dynamic height is computed by dividing the NAVD 88
 JN0004.geopotential number by the normal gravity value computed on the
 JN0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0004.degrees latitude (g = 980.6199 gals.).
 JN0004
 JN0004.The modeled gravity was interpolated from observed gravity values.
 JN0004
 JN0004;                    North         East    Units  Estimated Accuracy
 JN0004;SPC UT C     - 2,066,745.7     606,562.2     MT  (+/- 3 meters HH1 GPS) 
 JN0004
 JN0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ6318109031(NAD 83)
 JN0004
 JN0004                          SUPERSEDED SURVEY CONTROL
 JN0004
 JN0004  NGVD 29 (??/??/92) 1304.820  (m)         4280.90   (f) ADJ UNCH    1 2
 JN0004
 JN0004.Superseded values are not recommended for survey control.
 JN0004
 JN0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0004.See file dsdata.pdf to determine how the superseded data were derived.
 JN0004
 JN0004_MARKER: DB = BENCH MARK DISK
 JN0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0004_STAMPING: ELEV 4280.897 FT J 11 1921
 JN0004_MARK LOGO: CGS
 JN0004_PROJECTION: PROJECTING 25 CENTIMETERS
 JN0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0004+STABILITY: SURFACE MOTION
 JN0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0004+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2020
 JN0004
 JN0004  HISTORY     - Date     Condition        Report By
 JN0004  HISTORY     - 1921     MONUMENTED       CGS
 JN0004  HISTORY     - 1951     GOOD             CGS
 JN0004  HISTORY     - 20200229 GOOD             INDIV
 JN0004
 JN0004                          STATION DESCRIPTION
 JN0004
 JN0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JN0004'7.25 MI SW FROM GREEN RIVER.
 JN0004'7-1/4 MILES SOUTHWEST OF GREEN RIVER, EMERY COUNTY, 1 MILE NORTH OF AN
 JN0004'OLD OIL WELL, WEST OF A KNOLL, ON THE INSIDE OF A CURVE, AND 60 FEET
 JN0004'SOUTHEAST OF THE HANKSVILLE ROAD.  A STANDARD DISK, STAMPED ELEV
 JN0004'4280.897 FT J 11 1921 AND SET IN THE TOP OF A CONCRETE POST.
 JN0004
 JN0004                          STATION RECOVERY (2020)
 JN0004
 JN0004'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 JN0004'THE MAIN ROAD IN THE DESCRIPTION NO LONGER EXISTS.  ACCESSED FROM OLD
 JN0004'STATE ROUTE 24 ABOUT A MILE NORTHWEST OF TRAIL RESERVOIR.  MONUMENT IS
 JN0004'ABOUT 200 YARDS (182.9 M) SOUTHEAST OF TRAIL RESERVOIR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0026 ***********************************************************************
 JN0026  DESIGNATION -  J 111
 JN0026  PID         -  JN0026
 JN0026  STATE/COUNTY-  UT/WAYNE
 JN0026  COUNTRY     -  US
 JN0026  USGS QUAD   -  HANKSVILLE (2017)
 JN0026
 JN0026                         *CURRENT SURVEY CONTROL
 JN0026  ______________________________________________________________________
 JN0026* NAD 83(1986) POSITION- 38 22 03.     (N) 110 43 57.     (W)   SCALED
 JN0026* NAVD 88 ORTHO HEIGHT -  1319.497 (meters)     4329.05  (feet) ADJUSTED
 JN0026  ______________________________________________________________________
 JN0026  GEOID HEIGHT    -        -20.296 (meters)                     GEOID18
 JN0026  DYNAMIC HEIGHT  -       1318.155 (meters)     4324.65  (feet) COMP
 JN0026  MODELED GRAVITY -    979,566.5   (mgal)                       NAVD 88
 JN0026
 JN0026  VERT ORDER      -  FIRST     CLASS II
 JN0026
 JN0026.The horizontal coordinates were scaled from a map and have
 JN0026.an estimated accuracy of +/- 6 seconds.
 JN0026
 JN0026.The orthometric height was determined by differential leveling and
 JN0026.adjusted by the NATIONAL GEODETIC SURVEY
 JN0026.in June 1991.
 JN0026
 JN0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0026.GEOID18 height accuracy estimate available here.
 JN0026
 JN0026.Click photographs - Photos may exist for this station.
 JN0026
 JN0026.The dynamic height is computed by dividing the NAVD 88
 JN0026.geopotential number by the normal gravity value computed on the
 JN0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0026.degrees latitude (g = 980.6199 gals.).
 JN0026
 JN0026.The modeled gravity was interpolated from observed gravity values.
 JN0026
 JN0026;                    North         East    Units  Estimated Accuracy
 JN0026;SPC UT S     - 3,189,050.      567,070.      MT  (+/- 180 meters Scaled)
 JN0026
 JN0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH233466(NAD 83)
 JN0026
 JN0026                          SUPERSEDED SURVEY CONTROL
 JN0026
 JN0026  NGVD 29 (??/??/92) 1318.465  (m)         4325.66   (f) ADJ UNCH    1 2
 JN0026
 JN0026.Superseded values are not recommended for survey control.
 JN0026
 JN0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0026.See file dsdata.pdf to determine how the superseded data were derived.
 JN0026
 JN0026_MARKER: DB = BENCH MARK DISK
 JN0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0026_STAMPING: J 111 1958
 JN0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0026+STABILITY: SURFACE MOTION
 JN0026
 JN0026  HISTORY     - Date     Condition        Report By
 JN0026  HISTORY     - 1958     MONUMENTED       CGS
 JN0026
 JN0026                          STATION DESCRIPTION
 JN0026
 JN0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0026'1.45 MI W FROM HANKSVILLE.
 JN0026'1.45 MILES WEST ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0026'HANKSVILLE, 0.6 MILE SOUTHEAST OF THE CROSSING OF THE FREMONT RIVER,
 JN0026'IN R11E T28S S17 AND 20, AT THE MOUTH OF A LARGE DRAW, 47 FEET
 JN0026'SOUTHWEST OF THE CENTER OF THE T JUNCTION OF A DIRT ROAD SOUTH, 40
 JN0026'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 36 FEET WEST OF THE
 JN0026'CENTER LINE OF THE ROAD, 25 FEET EAST OF THE WEST BANK OF THE DRAW,
 JN0026'2.6 FEET NORTH OF A WITNESS POST, 1 FOOT HIGHER THAN THE HIGHWAY,
 JN0026'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JN0026'0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0109 ***********************************************************************
 JN0109  DESIGNATION -  J 112
 JN0109  PID         -  JN0109
 JN0109  STATE/COUNTY-  UT/WAYNE
 JN0109  COUNTRY     -  US
 JN0109  USGS QUAD   -  THE NOTCH (2017)
 JN0109
 JN0109                         *CURRENT SURVEY CONTROL
 JN0109  ______________________________________________________________________
 JN0109* NAD 83(1986) POSITION- 38 23 55.     (N) 110 42 05.     (W)   SCALED
 JN0109* NAVD 88 ORTHO HEIGHT -  1299.970 (meters)     4264.98  (feet) ADJUSTED
 JN0109  ______________________________________________________________________
 JN0109  GEOID HEIGHT    -        -20.240 (meters)                     GEOID18
 JN0109  DYNAMIC HEIGHT  -       1298.663 (meters)     4260.70  (feet) COMP
 JN0109  MODELED GRAVITY -    979,578.8   (mgal)                       NAVD 88
 JN0109
 JN0109  VERT ORDER      -  FIRST     CLASS II
 JN0109
 JN0109.The horizontal coordinates were scaled from a map and have
 JN0109.an estimated accuracy of +/- 6 seconds.
 JN0109
 JN0109.The orthometric height was determined by differential leveling and
 JN0109.adjusted by the NATIONAL GEODETIC SURVEY
 JN0109.in June 1991.
 JN0109
 JN0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0109.GEOID18 height accuracy estimate available here.
 JN0109
 JN0109.Click photographs - Photos may exist for this station.
 JN0109
 JN0109.The dynamic height is computed by dividing the NAVD 88
 JN0109.geopotential number by the normal gravity value computed on the
 JN0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0109.degrees latitude (g = 980.6199 gals.).
 JN0109
 JN0109.The modeled gravity was interpolated from observed gravity values.
 JN0109
 JN0109;                    North         East    Units  Estimated Accuracy
 JN0109;SPC UT S     - 3,192,520.      569,760.      MT  (+/- 180 meters Scaled)
 JN0109
 JN0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH260500(NAD 83)
 JN0109
 JN0109                          SUPERSEDED SURVEY CONTROL
 JN0109
 JN0109  NGVD 29 (??/??/92) 1298.948  (m)         4261.63   (f) ADJ UNCH    1 2
 JN0109
 JN0109.Superseded values are not recommended for survey control.
 JN0109
 JN0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0109.See file dsdata.pdf to determine how the superseded data were derived.
 JN0109
 JN0109_MARKER: DB = BENCH MARK DISK
 JN0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0109_STAMPING: J 112 1958
 JN0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0109+STABILITY: SURFACE MOTION
 JN0109
 JN0109  HISTORY     - Date     Condition        Report By
 JN0109  HISTORY     - 1958     MONUMENTED       CGS
 JN0109
 JN0109                          STATION DESCRIPTION
 JN0109
 JN0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0109'2.75 MI N FROM HANKSVILLE.
 JN0109'2.75 MILES NORTH ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0109'HANKSVILLE, 0.55 MILE NORTH OF THE NORTHWEST END OF A BRIDGE OVER THE
 JN0109'FREMONT RIVER, 0.25 MILE SOUTH OF THE SOUTHWEST END OF A BRIDGE OVER
 JN0109'MUDDY CREEK, IN R11E T28S S3, 45 FEET WEST OF THE CENTER LINE OF THE
 JN0109'HIGHWAY, 89 FEET SOUTH OF THE WEST END OF A 24-INCH PIPE CULVERT, 3.3
 JN0109'FEET EAST  OF A FENCE, 2.9 FEET SOUTH OF A WITNESS POST, 1 FOOT HIGHER
 JN0109'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 JN0109'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0064 ***********************************************************************
 JN0064  DESIGNATION -  J 113
 JN0064  PID         -  JN0064
 JN0064  STATE/COUNTY-  UT/GARFIELD
 JN0064  COUNTRY     -  US
 JN0064  USGS QUAD   -  RAGGY CANYON (2017)
 JN0064
 JN0064                         *CURRENT SURVEY CONTROL
 JN0064  ______________________________________________________________________
 JN0064* NAD 83(1986) POSITION- 38 04 18.41   (N) 110 37 47.14   (W)   HD_HELD1
 JN0064* NAVD 88 ORTHO HEIGHT -  1509.074 (meters)     4951.02  (feet) ADJUSTED
 JN0064  ______________________________________________________________________
 JN0064  GEOID HEIGHT    -        -20.259 (meters)                     GEOID18
 JN0064  DYNAMIC HEIGHT  -       1507.457 (meters)     4945.72  (feet) COMP
 JN0064  MODELED GRAVITY -    979,505.5   (mgal)                       NAVD 88
 JN0064
 JN0064  VERT ORDER      -  FIRST     CLASS II
 JN0064
 JN0064.The horizontal coordinates were determined by differentially corrected
 JN0064.hand held GPS observations or other comparable positioning techniques
 JN0064.and have an estimated accuracy of +/- 3 meters.
 JN0064
 JN0064.The orthometric height was determined by differential leveling and
 JN0064.adjusted by the NATIONAL GEODETIC SURVEY
 JN0064.in June 1991.
 JN0064
 JN0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0064.GEOID18 height accuracy estimate available here.
 JN0064
 JN0064.Click photographs - Photos may exist for this station.
 JN0064
 JN0064.The dynamic height is computed by dividing the NAVD 88
 JN0064.geopotential number by the normal gravity value computed on the
 JN0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0064.degrees latitude (g = 980.6199 gals.).
 JN0064
 JN0064.The modeled gravity was interpolated from observed gravity values.
 JN0064
 JN0064;                    North         East    Units  Estimated Accuracy
 JN0064;SPC UT S     - 3,156,301.6     576,356.8     MT  (+/- 3 meters HH1 GPS) 
 JN0064
 JN0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH3247413843(NAD 83)
 JN0064
 JN0064                          SUPERSEDED SURVEY CONTROL
 JN0064
 JN0064  NGVD 29 (??/??/92) 1508.023  (m)         4947.57   (f) ADJ UNCH    1 2
 JN0064
 JN0064.Superseded values are not recommended for survey control.
 JN0064
 JN0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0064.See file dsdata.pdf to determine how the superseded data were derived.
 JN0064
 JN0064_MARKER: DB = BENCH MARK DISK
 JN0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0064_STAMPING: J 113 1958
 JN0064_MARK LOGO: CGS
 JN0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0064+STABILITY: SURFACE MOTION
 JN0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0064+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2020
 JN0064
 JN0064  HISTORY     - Date     Condition        Report By
 JN0064  HISTORY     - 1958     MONUMENTED       CGS
 JN0064  HISTORY     - 20200314 GOOD             INDIV
 JN0064
 JN0064                          STATION DESCRIPTION
 JN0064
 JN0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0064'24.0 MI SE FROM HANKSVILLE.
 JN0064'ABOUT 24.0 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE
 JN0064'SCHOOL AT HANKSVILLE, IN R12E T31S S31, AT LITTLE EGYPT, 100 YARDS
 JN0064'SOUTHWEST OF THE CROSSING OF A WASH, 250 FEET SOUTHWEST OF THE CENTER
 JN0064'OF THE JUNCTION OF A DIM ROAD SOUTH, 28 FEET NORTHWEST OF THE CENTER
 JN0064'LINE OF THE HIGHWAY, 2.9 FEET SOUTHEAST OF A WITNESS POST, 1/2 FOOT
 JN0064'HIGHER THAN THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 JN0064'INCHES.
 JN0064
 JN0064                          STATION RECOVERY (2020)
 JN0064
 JN0064'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 JN0064'HEAD SOUTHEAST ON UT 95 S FROM THE JUNCTION WITH UT 24 FOR 20.4 MI.
 JN0064'TURN RIGHT ONTO BLM 15210 AND CONTINUE 2.2 MI (3.5 KM), BENCH MARK
 JN0064'WILL BE WEST OF THE ROAD ABOUT 110 FT (33.5 M).  2 FT (0.6 M) EAST OF
 JN0064'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0015 ***********************************************************************
 HN0015  DESIGNATION -  J 114
 HN0015  PID         -  HN0015
 HN0015  STATE/COUNTY-  UT/GARFIELD
 HN0015  COUNTRY     -  US
 HN0015  USGS QUAD   -  HITE NORTH (2017)
 HN0015
 HN0015                         *CURRENT SURVEY CONTROL
 HN0015  ______________________________________________________________________
 HN0015* NAD 83(1994) POSITION- 37 53 13.67993(N) 110 26 04.94347(W)   ADJUSTED
 HN0015* NAVD 88 ORTHO HEIGHT -  1114.540 (meters)     3656.62  (feet) ADJUSTED
 HN0015  ______________________________________________________________________
 HN0015  GEOID HEIGHT    -        -21.041 (meters)                     GEOID18
 HN0015  LAPLACE CORR    -         -4.16  (seconds)                    DEFLEC18
 HN0015  DYNAMIC HEIGHT  -       1113.393 (meters)     3652.86  (feet) COMP
 HN0015  MODELED GRAVITY -    979,563.8   (mgal)                       NAVD 88
 HN0015
 HN0015  HORZ ORDER      -  THIRD
 HN0015  VERT ORDER      -  FIRST     CLASS II
 HN0015
 HN0015.The horizontal coordinates were established by classical geodetic methods
 HN0015.and adjusted by the National Geodetic Survey in November 1997.
 HN0015
 HN0015.The orthometric height was determined by differential leveling and
 HN0015.adjusted by the NATIONAL GEODETIC SURVEY
 HN0015.in June 1991.
 HN0015
 HN0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0015.GEOID18 height accuracy estimate available here.
 HN0015
 HN0015.Click photographs - Photos may exist for this station.
 HN0015
 HN0015.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0015
 HN0015.The dynamic height is computed by dividing the NAVD 88
 HN0015.geopotential number by the normal gravity value computed on the
 HN0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0015.degrees latitude (g = 980.6199 gals.).
 HN0015
 HN0015.The modeled gravity was interpolated from observed gravity values.
 HN0015
 HN0015. The following values were computed from the NAD 83(1994) position.
 HN0015
 HN0015;                    North         East     Units Scale Factor Converg.
 HN0015;SPC UT S     - 3,135,985.802   593,704.131   MT  0.99995291   +0 39 09.7
 HN0015;SPC UT S     -10,288,646.75  1,947,844.30   sFT  0.99995291   +0 39 09.7
 HN0015;UTM  12      - 4,193,442.937   549,707.427   MT  0.99963043   +0 20 49.8
 HN0015
 HN0015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0015!SPC UT S     -   0.99982844  x   0.99995291  =   0.99978136
 HN0015!UTM  12      -   0.99982844  x   0.99963043  =   0.99945894
 HN0015
 HN0015:                Primary Azimuth Mark                     Grid Az
 HN0015:SPC UT S     -  HITE=ET U 174                            171 00 43.5
 HN0015:UTM  12      -  HITE=ET U 174                            171 19 03.4
 HN0015
 HN0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG4970793442(NAD 83)
 HN0015
 HN0015|---------------------------------------------------------------------|
 HN0015| PID    Reference Object                     Distance      Geod. Az  |
 HN0015|                                                           dddmmss.s |
 HN0015| HN0854 HITE=ET U 174                       APPROX. 3.1 KM 1713953.2 |
 HN0015|---------------------------------------------------------------------|
 HN0015
 HN0015                          SUPERSEDED SURVEY CONTROL
 HN0015
 HN0015  NAD 83(1986)-  37 53 13.67374(N)    110 26 04.94303(W) AD(       ) 3
 HN0015  NAD 27      -  37 53 13.72054(N)    110 26 02.42992(W) AD(       ) 3
 HN0015  NGVD 29 (??/??/92) 1113.570  (m)         3653.44   (f) ADJ UNCH    1 2
 HN0015  NGVD 29            1113.57   (m)         3653.4    (f) LEVELING    3  
 HN0015
 HN0015.Superseded values are not recommended for survey control.
 HN0015
 HN0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0015.See file dsdata.pdf to determine how the superseded data were derived.
 HN0015
 HN0015_MARKER: DB = BENCH MARK DISK
 HN0015_SETTING: 66 = SET IN ROCK OUTCROP
 HN0015_STAMPING: J 114 1958
 HN0015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0015+STABILITY: POSITION/ELEVATION WELL
 HN0015
 HN0015  HISTORY     - Date     Condition        Report By
 HN0015  HISTORY     - 1958     MONUMENTED       CGS
 HN0015  HISTORY     - 1959     GOOD             USGS
 HN0015  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0015  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0015
 HN0015                          STATION DESCRIPTION
 HN0015
 HN0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0015'44.5 MI SE FROM HANKSVILLE.
 HN0015'ABOUT 44.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE
 HN0015'SCHOOL AT HANKSVILLE, 2.5 MILES NORTHWEST OF THE JUNCTION OF A PRIVATE
 HN0015'ROAD, 7.9 MILES NORTHWEST OF THE FERRY LANDING AT HITE, IN THE TOP OF
 HN0015'SANDSTONE BEDROCK, 60 FEET SOUTHEAST OF THE CENTER OF A CROSSING OF
 HN0015'NORTH WASH, 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET
 HN0015'WEST OF A CAIRN AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 HN0015
 HN0015                          STATION RECOVERY (1959)
 HN0015
 HN0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HN0015'DESCRIBED AS FOLLOWS
 HN0015'
 HN0015'ABOUT 44.5 MI. NE. ALONG STATE HIGHWAY 95 FROM THE GRADE SCHOOL AT
 HN0015'HANKSVILLE, 2.5 MI. NW. OF THE JUNCTION OF A PRIVATE RD., 7.9 MI. NW.
 HN0015'OF THE FERRY LANDING AT HITE, IN THE TOP OF SANDSTONE BEDROCK, 60 FT.
 HN0015'SE. OF THE CENTER OF A CROSSING OF NORTH WASH, 50 FT. E. OF THE CENTER
 HN0015'OF THE HIGHWAY, 2-1/2 FT. W. OF A CAIRN AND ABOUT 3 FT. HIGHER THAN
 HN0015'THE HIGHWAY.
 HN0015'
 HN0015'RECOVERED AS DESCRIBED.
 HN0015'
 HN0015'STATION MARK--STANDARD USC AND GS BM DISK, STAMPED ---J 114 1958---,
 HN0015'IN TOP OF SANDSTONE BEDROCK.
 HN0015
 HN0015                          STATION RECOVERY (1982)
 HN0015
 HN0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0015'MARK NOT FOUND.
 HN0015
 HN0015                          STATION RECOVERY (1982)
 HN0015
 HN0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0015'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0048 ***********************************************************************
 HN0048  DESIGNATION -  J 115
 HN0048  PID         -  HN0048
 HN0048  STATE/COUNTY-  UT/SAN JUAN
 HN0048  COUNTRY     -  US
 HN0048  USGS QUAD   -  JACOBS CHAIR (2017)
 HN0048
 HN0048                         *CURRENT SURVEY CONTROL
 HN0048  ______________________________________________________________________
 HN0048* NAD 83(1986) POSITION- 37 41 38.     (N) 110 13 47.     (W)   SCALED
 HN0048* NAVD 88 ORTHO HEIGHT -  1482.772 (meters)     4864.73  (feet) ADJUSTED
 HN0048  ______________________________________________________________________
 HN0048  GEOID HEIGHT    -        -20.620 (meters)                     GEOID18
 HN0048  DYNAMIC HEIGHT  -       1481.151 (meters)     4859.41  (feet) COMP
 HN0048  MODELED GRAVITY -    979,485.2   (mgal)                       NAVD 88
 HN0048
 HN0048  VERT ORDER      -  FIRST     CLASS II
 HN0048
 HN0048.The horizontal coordinates were scaled from a map and have
 HN0048.an estimated accuracy of +/- 6 seconds.
 HN0048
 HN0048.The orthometric height was determined by differential leveling and
 HN0048.adjusted by the NATIONAL GEODETIC SURVEY
 HN0048.in June 1991.
 HN0048
 HN0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0048.GEOID18 height accuracy estimate available here.
 HN0048
 HN0048.Click photographs - Photos may exist for this station.
 HN0048
 HN0048.The dynamic height is computed by dividing the NAVD 88
 HN0048.geopotential number by the normal gravity value computed on the
 HN0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0048.degrees latitude (g = 980.6199 gals.).
 HN0048
 HN0048.The modeled gravity was interpolated from observed gravity values.
 HN0048
 HN0048;                    North         East    Units  Estimated Accuracy
 HN0048;SPC UT S     - 3,114,770.      612,030.      MT  (+/- 180 meters Scaled)
 HN0048
 HN0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG679721(NAD 83)
 HN0048
 HN0048                          SUPERSEDED SURVEY CONTROL
 HN0048
 HN0048  NGVD 29 (??/??/92) 1481.772  (m)         4861.45   (f) ADJ UNCH    1 2
 HN0048
 HN0048.Superseded values are not recommended for survey control.
 HN0048
 HN0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0048.See file dsdata.pdf to determine how the superseded data were derived.
 HN0048
 HN0048_MARKER: DB = BENCH MARK DISK
 HN0048_SETTING: 66 = SET IN ROCK OUTCROP
 HN0048_STAMPING: J 115 1958
 HN0048_MARK LOGO: CGS
 HN0048_MAGNETIC: N = NO MAGNETIC MATERIAL
 HN0048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0048+STABILITY: POSITION/ELEVATION WELL
 HN0048
 HN0048  HISTORY     - Date     Condition        Report By
 HN0048  HISTORY     - 1958     MONUMENTED       CGS
 HN0048  HISTORY     - 19760414 GOOD             NGS
 HN0048
 HN0048                          STATION DESCRIPTION
 HN0048
 HN0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0048'5.95 MI NW FROM FRY CANYON.
 HN0048'ABOUT 5.95 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0048'AT FRY CANYON, AT THE CROSSING OF A LARGE WASH, 98 FEET NORTHEAST OF
 HN0048'THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A SANDSTONE OUTCROP, 3
 HN0048'FEET SOUTHWEST OF A CAIRN AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 HN0048
 HN0048                          STATION RECOVERY (1976)
 HN0048
 HN0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HN0048'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN1013 ***********************************************************************
 HN1013  DESIGNATION -  J 115 RESET
 HN1013  PID         -  HN1013
 HN1013  STATE/COUNTY-  UT/SAN JUAN
 HN1013  COUNTRY     -  US
 HN1013  USGS QUAD   -  JACOBS CHAIR (2017)
 HN1013
 HN1013                         *CURRENT SURVEY CONTROL
 HN1013  ______________________________________________________________________
 HN1013* NAD 83(1986) POSITION- 37 41 38.     (N) 110 13 47.     (W)   SCALED
 HN1013* NAVD 88 ORTHO HEIGHT -  1483.51  (meters)     4867.1   (feet) RESET
 HN1013  ______________________________________________________________________
 HN1013  GEOID HEIGHT    -        -20.620 (meters)                     GEOID18
 HN1013  VERT ORDER      -  THIRD
 HN1013
 HN1013.The horizontal coordinates were scaled from a map and have
 HN1013.an estimated accuracy of +/- 6 seconds.
 HN1013
 HN1013.The orthometric height was computed from unverified reset data.
 HN1013
 HN1013.No vertical observational check was made to the station.
 HN1013
 HN1013.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN1013.GEOID18 height accuracy estimate available here.
 HN1013
 HN1013.Click photographs - Photos may exist for this station.
 HN1013
 HN1013;                    North         East    Units  Estimated Accuracy
 HN1013;SPC UT S     - 3,114,770.      612,030.      MT  (+/- 180 meters Scaled)
 HN1013
 HN1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG679721(NAD 83)
 HN1013
 HN1013                          SUPERSEDED SURVEY CONTROL
 HN1013
 HN1013  NGVD 29 (07/25/12) 1482.51   (m)         4863.9    (f) RESET       3  
 HN1013
 HN1013.Superseded values are not recommended for survey control.
 HN1013
 HN1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN1013.See file dsdata.pdf to determine how the superseded data were derived.
 HN1013
 HN1013_MARKER: DV = VERTICAL CONTROL DISK
 HN1013_SETTING: 66 = SET IN ROCK OUTCROP
 HN1013_STAMPING: J 115 RESET 1976
 HN1013_MARK LOGO: NGS
 HN1013_MAGNETIC: N = NO MAGNETIC MATERIAL
 HN1013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN1013+STABILITY: POSITION/ELEVATION WELL
 HN1013
 HN1013  HISTORY     - Date     Condition        Report By
 HN1013  HISTORY     - 1976     MONUMENTED       NGS
 HN1013
 HN1013                          STATION DESCRIPTION
 HN1013
 HN1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HN1013'5.9 MILES (9.5 KM) NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST
 HN1013'OFFICE AND STORE IN FRY CANYON, 75 FEET (22.9 M) NORTHEAST OF THE
 HN1013'APPROXIMATE CENTER OF HIGHWAY 95, 17 FEET (5.2 M) WEST OF THE WEST
 HN1013'EDGE OF A WASH, ABOUT 80 FEET (24.4 M) WEST-NORTHWEST OF A CONCRETE
 HN1013'CULVERT UNDER THE HIGHWAY AND IS SET BETWEEN TWO WASHES, IN THE TOP
 HN1013'OF A ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0271 ***********************************************************************
 HM0271  DESIGNATION -  J 116 RESET
 HM0271  PID         -  HM0271
 HM0271  STATE/COUNTY-  UT/SAN JUAN
 HM0271  COUNTRY     -  US
 HM0271  USGS QUAD   -  KANE GULCH (2017)
 HM0271
 HM0271                         *CURRENT SURVEY CONTROL
 HM0271  ______________________________________________________________________
 HM0271* NAD 83(1986) POSITION- 37 33 59.     (N) 109 55 38.     (W)   SCALED
 HM0271* NAVD 88 ORTHO HEIGHT -  2055.04  (+/-2cm)     6742.2   (feet) VERTCON3
 HM0271  ______________________________________________________________________
 HM0271  GEOID HEIGHT    -        -19.640 (meters)                     GEOID18
 HM0271  VERT ORDER      -  THIRD (See Below)
 HM0271
 HM0271.The horizontal coordinates were scaled from a map and have
 HM0271.an estimated accuracy of +/- 6 seconds.
 HM0271
 HM0271.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0271
 HM0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0271.GEOID18 height accuracy estimate available here.
 HM0271
 HM0271.The vertical order pertains to the NGVD 29 superseded value.
 HM0271
 HM0271.Click photographs - Photos may exist for this station.
 HM0271
 HM0271;                    North         East    Units  Estimated Accuracy
 HM0271;SPC UT S     - 3,101,020.      638,940.      MT  (+/- 180 meters Scaled)
 HM0271
 HM0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG947582(NAD 83)
 HM0271
 HM0271                          SUPERSEDED SURVEY CONTROL
 HM0271
 HM0271  NGVD 29 (07/25/12) 2053.94   (m)         6738.6    (f) RESET       3  
 HM0271
 HM0271.Superseded values are not recommended for survey control.
 HM0271
 HM0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0271.See file dsdata.pdf to determine how the superseded data were derived.
 HM0271
 HM0271_MARKER: DB = BENCH MARK DISK
 HM0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HM0271_SP_SET: HIGHWAY MARKER
 HM0271_STAMPING: J 116 RESET 1970
 HM0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0271
 HM0271  HISTORY     - Date     Condition        Report By
 HM0271  HISTORY     - 1970     MONUMENTED       NGS
 HM0271  HISTORY     - 1979     GOOD             USGS
 HM0271
 HM0271                          STATION DESCRIPTION
 HM0271
 HM0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 HM0271'19.0 MI SE FROM FRY CANYON.
 HM0271'ABOUT 19.0 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HM0271'AT FRY CANYON, NEAR THE NORTHEAST END OF A TWO ACRE TREELESS FLAT, SET
 HM0271'IN THE TOP OF A CONCRETE RIGHT-OF-WAY MARKER.
 HM0271
 HM0271                          STATION RECOVERY (1979)
 HM0271
 HM0271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0271'ABOUT 4.3 MILES S ALONG HWY 163 FROM THE POST OFFICE IN BLANDING TO
 HM0271'JCT HWY 95, WEST 28.6 MILES ALONG HWY 95 TO JCT HWY 261, KEEP WEST
 HM0271'ALONG HWY 95 FOR 3.1 MILES TO BM ON RIGHT WNW.  200 FEET WEST OF
 HM0271'CENTER OF HWY 95, 1 FOOT EAST OF WITNESS POST UNDER FENCE, IN CEMENT
 HM0271'BASE FOR RIGHT OF WAY MARKER 309 00 1970.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0298 ***********************************************************************
 HM0298  DESIGNATION -  J 117
 HM0298  PID         -  HM0298
 HM0298  STATE/COUNTY-  UT/SAN JUAN
 HM0298  COUNTRY     -  US
 HM0298  USGS QUAD   -  HOTEL ROCK (2017)
 HM0298
 HM0298                         *CURRENT SURVEY CONTROL
 HM0298  ______________________________________________________________________
 HM0298* NAD 83(1986) POSITION- 37 32 54.     (N) 109 39 55.     (W)   SCALED
 HM0298* NAVD 88 ORTHO HEIGHT -  1522.214 (meters)     4994.13  (feet) ADJUSTED
 HM0298  ______________________________________________________________________
 HM0298  GEOID HEIGHT    -        -19.897 (meters)                     GEOID18
 HM0298  DYNAMIC HEIGHT  -       1520.511 (meters)     4988.54  (feet) COMP
 HM0298  MODELED GRAVITY -    979,457.9   (mgal)                       NAVD 88
 HM0298
 HM0298  VERT ORDER      -  FIRST     CLASS II
 HM0298
 HM0298.The horizontal coordinates were scaled from a map and have
 HM0298.an estimated accuracy of +/- 6 seconds.
 HM0298
 HM0298.The orthometric height was determined by differential leveling and
 HM0298.adjusted by the NATIONAL GEODETIC SURVEY
 HM0298.in June 1991.
 HM0298
 HM0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0298.GEOID18 height accuracy estimate available here.
 HM0298
 HM0298.Click photographs - Photos may exist for this station.
 HM0298
 HM0298.The dynamic height is computed by dividing the NAVD 88
 HM0298.geopotential number by the normal gravity value computed on the
 HM0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0298.degrees latitude (g = 980.6199 gals.).
 HM0298
 HM0298.The modeled gravity was interpolated from observed gravity values.
 HM0298
 HM0298;                    North         East    Units  Estimated Accuracy
 HM0298;SPC UT S     - 3,099,440.      662,120.      MT  (+/- 180 meters Scaled)
 HM0298
 HM0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG179565(NAD 83)
 HM0298
 HM0298                          SUPERSEDED SURVEY CONTROL
 HM0298
 HM0298  NGVD 29 (??/??/92) 1521.212  (m)         4990.84   (f) ADJ UNCH    1 2
 HM0298
 HM0298.Superseded values are not recommended for survey control.
 HM0298
 HM0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0298.See file dsdata.pdf to determine how the superseded data were derived.
 HM0298
 HM0298_MARKER: DB = BENCH MARK DISK
 HM0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0298_STAMPING: J 117 1958
 HM0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0298+STABILITY: SURFACE MOTION
 HM0298
 HM0298  HISTORY     - Date     Condition        Report By
 HM0298  HISTORY     - 1958     MONUMENTED       CGS
 HM0298  HISTORY     - 1959     GOOD             CGS
 HM0298  HISTORY     - 1979     GOOD             USGS
 HM0298  HISTORY     - 1979     GOOD             USGS
 HM0298
 HM0298                          STATION DESCRIPTION
 HM0298
 HM0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0298'18.1 MI SW FROM BLANDING.
 HM0298'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0298'BLANDING, THENCE 14.2 MILES WEST ALONG STATE HIGHWAY 95, IN COMB
 HM0298'CANYON, AT THE JUNCTION OF ARCH CANYON, 0.25 MILE NORTH OF THE
 HM0298'CROSSING OF ARCH CANYON CREEK, 0.15 MILE SOUTH-SOUTHWEST OF THE
 HM0298'CROSSING OF COMB CANYON WASH, 76 FEET NORTHWEST OF THE JUNCTION OF A
 HM0298'TRACK ROAD WEST, 65 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 27
 HM0298'FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.6 FEET SOUTH OF A WITNESS
 HM0298'POST, 2 FEET HIGHER THAN THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 HM0298'PROJECTING 6 INCHES.
 HM0298
 HM0298                          STATION RECOVERY (1979)
 HM0298
 HM0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0298'4.0 MILES SOUTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0298'BLANDING THENCE 6.35 MI. WEST ALONG STATE HIGHWAY 95 TO A ROAD JCT.
 HM0298'NORTH, THENCE 1.0 MI NORTH TO A Y-RD WEST, THENCE 6.85 MI. WEST ALONG
 HM0298'DIRT ROAD (OLD 95) IN COMB CANYON AT JCT. OF ARCH CANYON, O.25 MI
 HM0298'NORTH OF THE CROSSING OF ARCH CANYON WASH, 0.15 MI SOUTH SOUTHWEST OF
 HM0298'THE CROSSING OF COMB CANYON WASH 65 FT. WEST OF THE CENTER OF THE
 HM0298'ROAD, 2.6 FT SOUTH OF A WITNESS POST. 2 FT. HIGHER THAN THE ROAD, SET
 HM0298'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HM0298
 HM0298                          STATION RECOVERY (1979)
 HM0298
 HM0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0298'4.0 MILES SOUTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0298'BLANDING THENCE 6.35 MI. WEST ALONG STATE HIGHWAY 95 TO A ROAD JCT.
 HM0298'NORTH, THENCE 1.0 MI NORTH TO A Y-RD WEST, THENCE 6.85 MI. WEST ALONG
 HM0298'DIRT ROAD (OLD 95) IN COMB CANYON AT JCT. OF ARCH CANYON, O.25 MI
 HM0298'NORTH OF THE CROSSING OF ARCH CANYON WASH, 0.15 MI SOUTH SOUTHWEST OF
 HM0298'THE CROSSING OF COMB CANYON WASH 65 FT. WEST OF THE CENTER OF THE
 HM0298'ROAD, 2.6 FT SOUTH OF A WITNESS POST. 2 FT. HIGHER THAN THE ROAD, SET
 HM0298'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0153 ***********************************************************************
 JN0153  DESIGNATION -  J 12
 JN0153  PID         -  JN0153
 JN0153  STATE/COUNTY-  UT/GARFIELD
 JN0153  COUNTRY     -  US
 JN0153  USGS QUAD   -  SANDY CREEK BENCHES (2017)
 JN0153
 JN0153                         *CURRENT SURVEY CONTROL
 JN0153  ______________________________________________________________________
 JN0153* NAD 83(1986) POSITION- 38 06 06.     (N) 111 03 04.     (W)   SCALED
 JN0153* NAVD 88 ORTHO HEIGHT -  1593.163 (meters)     5226.90  (feet) POSTED
 JN0153  ______________________________________________________________________
 JN0153  GEOID HEIGHT    -        -19.756 (meters)                     GEOID18
 JN0153  DYNAMIC HEIGHT  -       1591.42  (meters)     5221.2   (feet) COMP
 JN0153  MODELED GRAVITY -    979,482.2   (mgal)                       NAVD 88
 JN0153
 JN0153  VERT ORDER      -  * POSTED, SEE BELOW
 JN0153
 JN0153.The horizontal coordinates were scaled from a map and have
 JN0153.an estimated accuracy of +/- 6 seconds.
 JN0153
 JN0153.The orthometric height was determined by differential leveling
 JN0153.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JN0153
 JN0153.* This is a POSTED BENCH MARK height.
 JN0153
 JN0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0153.GEOID18 height accuracy estimate available here.
 JN0153
 JN0153.Click photographs - Photos may exist for this station.
 JN0153
 JN0153.The dynamic height is computed by dividing the NAVD 88
 JN0153.geopotential number by the normal gravity value computed on the
 JN0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0153.degrees latitude (g = 980.6199 gals.).
 JN0153
 JN0153.The modeled gravity was interpolated from observed gravity values.
 JN0153
 JN0153;                    North         East    Units  Estimated Accuracy
 JN0153;SPC UT S     - 3,159,360.      539,370.      MT  (+/- 180 meters Scaled)
 JN0153
 JN0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH955170(NAD 83)
 JN0153
 JN0153                          SUPERSEDED SURVEY CONTROL
 JN0153
 JN0153  NGVD 29 (??/??/92) 1592.006  (m)         5223.11   (f) ADJ UNCH    1 2
 JN0153
 JN0153.Superseded values are not recommended for survey control.
 JN0153
 JN0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0153.See file dsdata.pdf to determine how the superseded data were derived.
 JN0153
 JN0153_MARKER: DB = BENCH MARK DISK
 JN0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0153_STAMPING: J 12 1921
 JN0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0153+STABILITY: SURFACE MOTION
 JN0153
 JN0153  HISTORY     - Date     Condition        Report By
 JN0153  HISTORY     - 1921     MONUMENTED       CGS
 JN0153  HISTORY     - 1952     GOOD             USGS
 JN0153  HISTORY     - 20030127 MARK NOT FOUND   NGS
 JN0153
 JN0153                          STATION DESCRIPTION
 JN0153
 JN0153'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0153'0.5 MI N FROM SANDY RANCH.
 JN0153'0.5 MILE NORTH OF SANDY RANCH, (FORMERLY BOWNS RANCH) GARFIELD COUNTY,
 JN0153'1.0 MILE EAST OF THE BEND OF THE ROAD AT THE ENTRANCE TO SANDY RANCH
 JN0153'HOUSE, 500 FEET WEST OF THE MOUTH OF OAK CREEK, ON THE NORTH SIDE AND
 JN0153'ON THE SOUTH END OF A SMALL FLAT 100 FEET HIGHER THAN THE CREEK
 JN0153'BOTTOM.  A STANDARD DISK, STAMPED J 12 1921 AND SET IN THE TOP OF A
 JN0153'CONCRETE POST.
 JN0153
 JN0153                          STATION RECOVERY (2003)
 JN0153
 JN0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 JN0153'NOT FOUND AS PER DESCRIPTION TEXT.  A TOPO MAP MIGHT BE USEFUL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0273 ***********************************************************************
 HO0273  DESIGNATION -  J 123
 HO0273  PID         -  HO0273
 HO0273  STATE/COUNTY-  UT/WASHINGTON
 HO0273  COUNTRY     -  US
 HO0273  USGS QUAD   -  VEYO (2017)
 HO0273
 HO0273                         *CURRENT SURVEY CONTROL
 HO0273  ______________________________________________________________________
 HO0273* NAD 83(1986) POSITION- 37 17 35.     (N) 113 39 45.     (W)   SCALED
 HO0273* NAVD 88 ORTHO HEIGHT -  1423.066 (meters)     4668.84  (feet) ADJUSTED
 HO0273  ______________________________________________________________________
 HO0273  GEOID HEIGHT    -        -23.923 (meters)                     GEOID18
 HO0273  DYNAMIC HEIGHT  -       1421.480 (meters)     4663.64  (feet) COMP
 HO0273  MODELED GRAVITY -    979,467.0   (mgal)                       NAVD 88
 HO0273
 HO0273  VERT ORDER      -  SECOND    CLASS 0
 HO0273
 HO0273.The horizontal coordinates were scaled from a map and have
 HO0273.an estimated accuracy of +/- 6 seconds.
 HO0273
 HO0273.The orthometric height was determined by differential leveling and
 HO0273.adjusted by the NATIONAL GEODETIC SURVEY
 HO0273.in June 1991.
 HO0273
 HO0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0273.GEOID18 height accuracy estimate available here.
 HO0273
 HO0273.Click photographs - Photos may exist for this station.
 HO0273
 HO0273.The dynamic height is computed by dividing the NAVD 88
 HO0273.geopotential number by the normal gravity value computed on the
 HO0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0273.degrees latitude (g = 980.6199 gals.).
 HO0273
 HO0273.The modeled gravity was interpolated from observed gravity values.
 HO0273
 HO0273;                    North         East    Units  Estimated Accuracy
 HO0273;SPC UT S     - 3,071,740.      308,270.      MT  (+/- 180 meters Scaled)
 HO0273
 HO0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG639307(NAD 83)
 HO0273
 HO0273                          SUPERSEDED SURVEY CONTROL
 HO0273
 HO0273  NGVD 29 (??/??/92) 1422.066  (m)         4665.56   (f) ADJ UNCH    2 0
 HO0273
 HO0273.Superseded values are not recommended for survey control.
 HO0273
 HO0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0273.See file dsdata.pdf to determine how the superseded data were derived.
 HO0273
 HO0273_MARKER: DB = BENCH MARK DISK
 HO0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0273_STAMPING: J 123 1934
 HO0273_MARK LOGO: CGS
 HO0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0273+STABILITY: SURFACE MOTION
 HO0273
 HO0273  HISTORY     - Date     Condition        Report By
 HO0273  HISTORY     - 1934     MONUMENTED       CGS
 HO0273
 HO0273                          STATION DESCRIPTION
 HO0273
 HO0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0273'3.8 MI S FROM VEYO.
 HO0273'3.8 MILES SOUTH ALONG THE 1934 ROUTE OF STATE HIGHWAY 18 FROM VEYO,
 HO0273'WASHINGTON COUNTY, 300 FEET NORTHWEST OF A SMALL WOOD AND STONE
 HO0273'CULVERT, 60 FEET NORTHWEST OF A CEDAR TREE, AND 17 FEET NORTH OF THE
 HO0273'CENTERLINE OF THE OLD HIGHWAY.  A STANDARD DISK, STAMPED J 123 1934
 HO0273'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0325 ***********************************************************************
 HO0325  DESIGNATION -  J 124
 HO0325  PID         -  HO0325
 HO0325  STATE/COUNTY-  UT/IRON
 HO0325  COUNTRY     -  US
 HO0325  USGS QUAD   -  HEIST (2017)
 HO0325
 HO0325                         *CURRENT SURVEY CONTROL
 HO0325  ______________________________________________________________________
 HO0325* NAD 83(1986) POSITION- 37 46 03.3    (N) 113 48 37.2    (W)   HD_HELD2
 HO0325* NAVD 88 ORTHO HEIGHT -  1604.752 (meters)     5264.92  (feet) ADJUSTED
 HO0325  ______________________________________________________________________
 HO0325  GEOID HEIGHT    -        -23.089 (meters)                     GEOID18
 HO0325  DYNAMIC HEIGHT  -       1602.946 (meters)     5259.00  (feet) COMP
 HO0325  MODELED GRAVITY -    979,448.2   (mgal)                       NAVD 88
 HO0325
 HO0325  VERT ORDER      -  SECOND    CLASS 0
 HO0325
 HO0325.The horizontal coordinates were established by autonomous hand held GPS
 HO0325.observations and have an estimated accuracy of +/- 10 meters.
 HO0325
 HO0325.The orthometric height was determined by differential leveling and
 HO0325.adjusted by the NATIONAL GEODETIC SURVEY
 HO0325.in June 1991.
 HO0325
 HO0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0325.GEOID18 height accuracy estimate available here.
 HO0325
 HO0325.Click photographs - Photos may exist for this station.
 HO0325
 HO0325.The dynamic height is computed by dividing the NAVD 88
 HO0325.geopotential number by the normal gravity value computed on the
 HO0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0325.degrees latitude (g = 980.6199 gals.).
 HO0325
 HO0325.The modeled gravity was interpolated from observed gravity values.
 HO0325
 HO0325;                    North         East    Units  Estimated Accuracy
 HO0325;SPC UT S     - 3,124,698.      296,470.      MT  (+/- 10 meters HH2 GPS)
 HO0325
 HO0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG5245883748(NAD 83)
 HO0325
 HO0325                          SUPERSEDED SURVEY CONTROL
 HO0325
 HO0325  NGVD 29 (??/??/92) 1603.62   (m)         5261.2    (f) COMPUTED    2 0
 HO0325
 HO0325.Superseded values are not recommended for survey control.
 HO0325
 HO0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0325.See file dsdata.pdf to determine how the superseded data were derived.
 HO0325
 HO0325_MARKER: DB = BENCH MARK DISK
 HO0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0325_STAMPING: J 124 1934
 HO0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0325+STABILITY: SURFACE MOTION
 HO0325
 HO0325  HISTORY     - Date     Condition        Report By
 HO0325  HISTORY     - 1934     MONUMENTED       CGS
 HO0325  HISTORY     - 1974     GOOD             USGS
 HO0325
 HO0325                          STATION DESCRIPTION
 HO0325
 HO0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0325'6.9 MI SE FROM MODENA.
 HO0325'6.9 MILES SOUTHEAST ALONG THE 1934 ROUTE OF STATE HIGHWAY 18 FROM
 HO0325'MODENA, IRON COUNTY, 1.0 MILE EAST OF A 12-FOOT WOODEN BRIDGE, ON THE
 HO0325'LONG TANGENT SOUTHEAST OF THE TOWN, AND 30 FEET NORTH OF THE
 HO0325'CENTERLINE OF THE OLD HIGHWAY.  A STANDARD DISK, STAMPED J 124 1934
 HO0325'AND SET IN THE TOP OF A CONCRETE POST.
 HO0325
 HO0325                          STATION RECOVERY (1974)
 HO0325
 HO0325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HO0325'0.8 MI. EAST OF MODENA TO STATE HWY. 56, THEN 5.7 MI. SE ALONG HWY.
 HO0325'56 TO A GRADED ROAD, THEN EAST ALONG GRADED ROAD 0.5 MI. TO THE SCAR
 HO0325'OF OLD STATE HWY. 18, THEN NW ALONG SCAR 0.3 MI. TO THE BENCHMARK.
 HO0325'THE BENCHMARK IS ABOUT 120 FEET NW OF A TRACK ROAD TO THE NORTH AND
 HO0325'30 FEET NE OF THE CENTERLINE OF THE SCAR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0440 ***********************************************************************
 MR0440  DESIGNATION -  J 125
 MR0440  PID         -  MR0440
 MR0440  STATE/COUNTY-  UT/CACHE
 MR0440  COUNTRY     -  US
 MR0440  USGS QUAD   -  WELLSVILLE (2017)
 MR0440
 MR0440                         *CURRENT SURVEY CONTROL
 MR0440  ______________________________________________________________________
 MR0440* NAD 83(1986) POSITION- 41 38 18.     (N) 111 55 55.     (W)   SCALED
 MR0440* NAVD 88 ORTHO HEIGHT -  1383.461 (meters)     4538.91  (feet) ADJUSTED
 MR0440  ______________________________________________________________________
 MR0440  GEOID HEIGHT    -        -15.771 (meters)                     GEOID18
 MR0440  DYNAMIC HEIGHT  -       1382.440 (meters)     4535.56  (feet) COMP
 MR0440  MODELED GRAVITY -    979,837.9   (mgal)                       NAVD 88
 MR0440
 MR0440  VERT ORDER      -  SECOND    CLASS 0
 MR0440
 MR0440.The horizontal coordinates were scaled from a map and have
 MR0440.an estimated accuracy of +/- 6 seconds.
 MR0440
 MR0440.The orthometric height was determined by differential leveling and
 MR0440.adjusted by the NATIONAL GEODETIC SURVEY
 MR0440.in June 1991.
 MR0440
 MR0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0440.GEOID18 height accuracy estimate available here.
 MR0440
 MR0440.Click photographs - Photos may exist for this station.
 MR0440
 MR0440.The dynamic height is computed by dividing the NAVD 88
 MR0440.geopotential number by the normal gravity value computed on the
 MR0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0440.degrees latitude (g = 980.6199 gals.).
 MR0440
 MR0440.The modeled gravity was interpolated from observed gravity values.
 MR0440
 MR0440;                    North         East    Units  Estimated Accuracy
 MR0440;SPC UT N     - 1,145,010.      464,010.      MT  (+/- 180 meters Scaled)
 MR0440
 MR0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM223100(NAD 83)
 MR0440
 MR0440                          SUPERSEDED SURVEY CONTROL
 MR0440
 MR0440  NGVD 29 (??/??/92) 1382.408  (m)         4535.45   (f) ADJ UNCH    2 0
 MR0440
 MR0440.Superseded values are not recommended for survey control.
 MR0440
 MR0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0440.See file dsdata.pdf to determine how the superseded data were derived.
 MR0440
 MR0440_MARKER: DB = BENCH MARK DISK
 MR0440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0440_SP_SET: BUILDING
 MR0440_STAMPING: J 125 1934
 MR0440_MARK LOGO: CGS
 MR0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0440
 MR0440  HISTORY     - Date     Condition        Report By
 MR0440  HISTORY     - 1934     MONUMENTED       CGS
 MR0440  HISTORY     - 1988     MARK NOT FOUND   LOCSUR
 MR0440
 MR0440                          STATION DESCRIPTION
 MR0440
 MR0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0440'IN WELLSVILLE.
 MR0440'AT WELLSVILLE, CACHE COUNTY, IN THE NORTH WALL OF THE GRAMMAR SCHOOL,
 MR0440'ABOUT 140 FEET SOUTH OF THE CENTER LINE OF MAIN STREET, ABOUT 132 FEET
 MR0440'WEST OF THE CENTER LINE OF FIRST STREET EAST, 45 FEET NORTH OF THE
 MR0440'CENTER LINE OF THE MAIN ENTRANCE TO THE BUILDING, 3.5 FEET WEST OF THE
 MR0440'NORTHEAST CORNER OF THE BUILDING, AND ABOUT 4.5 FEET ABOVE GROUND. A
 MR0440'STANDARD DISK, STAMPED J 125 1934 AND SET VERTICALLY.
 MR0440
 MR0440                          STATION RECOVERY (1988)
 MR0440
 MR0440'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (PRC)
 MR0440'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0246 ***********************************************************************
 MR0246  DESIGNATION -  J 126
 MR0246  PID         -  MR0246
 MR0246  STATE/COUNTY-  UT/RICH
 MR0246  COUNTRY     -  US
 MR0246  USGS QUAD   -  GARDEN CITY (2017)
 MR0246
 MR0246                         *CURRENT SURVEY CONTROL
 MR0246  ______________________________________________________________________
 MR0246* NAD 83(1986) POSITION- 41 55 44.     (N) 111 25 32.     (W)   SCALED
 MR0246* NAVD 88 ORTHO HEIGHT -  1939.350 (meters)     6362.68  (feet) ADJUSTED
 MR0246  ______________________________________________________________________
 MR0246  GEOID HEIGHT    -        -14.276 (meters)                     GEOID18
 MR0246  DYNAMIC HEIGHT  -       1937.753 (meters)     6357.44  (feet) COMP
 MR0246  MODELED GRAVITY -    979,730.4   (mgal)                       NAVD 88
 MR0246
 MR0246  VERT ORDER      -  SECOND    CLASS 0
 MR0246
 MR0246.The horizontal coordinates were scaled from a map and have
 MR0246.an estimated accuracy of +/- 6 seconds.
 MR0246
 MR0246.The orthometric height was determined by differential leveling and
 MR0246.adjusted by the NATIONAL GEODETIC SURVEY
 MR0246.in June 1991.
 MR0246
 MR0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0246.GEOID18 height accuracy estimate available here.
 MR0246
 MR0246.Click photographs - Photos may exist for this station.
 MR0246
 MR0246.The dynamic height is computed by dividing the NAVD 88
 MR0246.geopotential number by the normal gravity value computed on the
 MR0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0246.degrees latitude (g = 980.6199 gals.).
 MR0246
 MR0246.The modeled gravity was interpolated from observed gravity values.
 MR0246
 MR0246;                    North         East    Units  Estimated Accuracy
 MR0246;SPC UT N     - 1,177,200.      506,180.      MT  (+/- 180 meters Scaled)
 MR0246
 MR0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM647419(NAD 83)
 MR0246
 MR0246                          SUPERSEDED SURVEY CONTROL
 MR0246
 MR0246  NGVD 29 (??/??/92) 1938.065  (m)         6358.47   (f) ADJ UNCH    2 0
 MR0246
 MR0246.Superseded values are not recommended for survey control.
 MR0246
 MR0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0246.See file dsdata.pdf to determine how the superseded data were derived.
 MR0246
 MR0246_MARKER: DB = BENCH MARK DISK
 MR0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0246_STAMPING: J 126 1934
 MR0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0246+STABILITY: SURFACE MOTION
 MR0246
 MR0246  HISTORY     - Date     Condition        Report By
 MR0246  HISTORY     - 1934     MONUMENTED       CGS
 MR0246  HISTORY     - 1969     MARK NOT FOUND   USGS
 MR0246
 MR0246                          STATION DESCRIPTION
 MR0246
 MR0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0246'2.1 MI W FROM GARDEN CITY.
 MR0246'ABOUT 2.1 MILES WEST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 MR0246'GARDEN CITY, RICH COUNTY, AT THE OUTSIDE OF A HORSESHOE TURN, 14 FEET
 MR0246'SOUTH OF THE CENTER LINE OF THE CUT-OFF ROAD LEADING EAST PAST A
 MR0246'GRAVEL PIT, 50 FEET EAST OF A HIGHWAY SIGN, AND 58 FEET NORTHEAST OF
 MR0246'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 126 1934
 MR0246'AND SET IN THE TOP OF A CONCRETE POST.
 MR0246
 MR0246                          STATION RECOVERY (1969)
 MR0246
 MR0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MR0246'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0269 ***********************************************************************
 JM0269  DESIGNATION -  J 127
 JM0269  PID         -  JM0269
 JM0269  STATE/COUNTY-  UT/SAN JUAN
 JM0269  COUNTRY     -  US
 JM0269  USGS QUAD   -  LA SAL EAST (2017)
 JM0269
 JM0269                         *CURRENT SURVEY CONTROL
 JM0269  ______________________________________________________________________
 JM0269* NAD 83(1986) POSITION- 38 19 35.     (N) 109 13 34.     (W)   SCALED
 JM0269* NAVD 88 ORTHO HEIGHT -  2293.614 (meters)     7524.97  (feet) ADJUSTED
 JM0269  ______________________________________________________________________
 JM0269  GEOID HEIGHT    -        -18.377 (meters)                     GEOID18
 JM0269  DYNAMIC HEIGHT  -       2290.914 (meters)     7516.11  (feet) COMP
 JM0269  MODELED GRAVITY -    979,368.7   (mgal)                       NAVD 88
 JM0269
 JM0269  VERT ORDER      -  SECOND    CLASS 0
 JM0269
 JM0269.The horizontal coordinates were scaled from a map and have
 JM0269.an estimated accuracy of +/- 6 seconds.
 JM0269
 JM0269.The orthometric height was determined by differential leveling and
 JM0269.adjusted by the NATIONAL GEODETIC SURVEY
 JM0269.in June 1991.
 JM0269
 JM0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0269.GEOID18 height accuracy estimate available here.
 JM0269
 JM0269.Click photographs - Photos may exist for this station.
 JM0269
 JM0269.The dynamic height is computed by dividing the NAVD 88
 JM0269.geopotential number by the normal gravity value computed on the
 JM0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0269.degrees latitude (g = 980.6199 gals.).
 JM0269
 JM0269.The modeled gravity was interpolated from observed gravity values.
 JM0269
 JM0269;                    North         East    Units  Estimated Accuracy
 JM0269;SPC UT S     - 3,186,630.      698,810.      MT  (+/- 180 meters Scaled)
 JM0269
 JM0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH550435(NAD 83)
 JM0269
 JM0269                          SUPERSEDED SURVEY CONTROL
 JM0269
 JM0269  NGVD 29 (??/??/92) 2292.424  (m)         7521.06   (f) ADJ UNCH    2 0
 JM0269
 JM0269.Superseded values are not recommended for survey control.
 JM0269
 JM0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0269.See file dsdata.pdf to determine how the superseded data were derived.
 JM0269
 JM0269_MARKER: DB = BENCH MARK DISK
 JM0269_SETTING: 80 = SET IN A BOULDER
 JM0269_STAMPING: J 127 1934
 JM0269_MARK LOGO: CGS
 JM0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0269+STABILITY: SURFACE MOTION
 JM0269
 JM0269  HISTORY     - Date     Condition        Report By
 JM0269  HISTORY     - 1934     MONUMENTED       CGS
 JM0269  HISTORY     - 1982     GOOD             USGS
 JM0269
 JM0269                          STATION DESCRIPTION
 JM0269
 JM0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0269'1.9 MI E FROM LA SAL.
 JM0269'1.9 MILES EAST ALONG STATE HIGHWAY 46 FROM THE POST OFFICE AT LA SAL,
 JM0269'SAN JUAN COUNTY, 0.4 MILE NORTHEAST OF THE LA SAL NATIONAL FOREST
 JM0269'BOUNDARY SIGN, 275 FEET SOUTHWEST OF THE SUMMIT OF A SMALL RIDGE, 57
 JM0269'FEET SOUTHEAST OF A SANDSTONE OUTCROP NORTH OF THE HIGHWAY, 35 FEET
 JM0269'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTH OF A 3-FOOT
 JM0269'SANDSTONE CAIRN, IN THE TOP OF AN 8- BY 20-FOOT SANDSTONE BOULDER, AND
 JM0269'6 FEET NORTH OF THE SOUTHEAST EDGE.  A STANDARD DISK, STAMPED J 127
 JM0269'1934.
 JM0269
 JM0269                          STATION RECOVERY (1982)
 JM0269
 JM0269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0269'POST OFFICE, LA SAL, UT. 2.4 MILE NORTHEAST ALONG STATE HWY. 46 FROM
 JM0269'POST OFFICE AT LA SAL, UT. TO Y-RD. SOUTHWEST, THENCE 0.2 MILE
 JM0269'SOUTHWEST ALONG DIRT ROAD TO SAMLL GROVE OF TREES ON LEFT (EAST). 35
 JM0269'FEET SOUTHEAST OF THE CENTERLINE OF ROAD, IN TOP OF 8 FT. BY 12 FT.
 JM0269'SANDSTONE BOULDER AND 6 FT. NORTH OF SOUTHEAST EDGE. A STANDARD DISK
 JM0269'STAMPED 'J 127 1934'.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0190 ***********************************************************************
 HN0190  DESIGNATION -  J 13
 HN0190  PID         -  HN0190
 HN0190  STATE/COUNTY-  UT/KANE
 HN0190  COUNTRY     -  US
 HN0190  USGS QUAD   -  HALLS CROSSING (2017)
 HN0190
 HN0190                         *CURRENT SURVEY CONTROL
 HN0190  ______________________________________________________________________
 HN0190* NAD 83(1986) POSITION- 37 28 07.     (N) 110 43 40.     (W)   SCALED
 HN0190* NAVD 88 ORTHO HEIGHT -  1037.057 (meters)     3402.41  (feet) POSTED
 HN0190  ______________________________________________________________________
 HN0190  GEOID HEIGHT    -        -22.459 (meters)                     GEOID18
 HN0190  DYNAMIC HEIGHT  -       1035.91  (meters)     3398.6   (feet) COMP
 HN0190  MODELED GRAVITY -    979,493.2   (mgal)                       NAVD 88
 HN0190
 HN0190  VERT ORDER      -  * POSTED, SEE BELOW
 HN0190
 HN0190.The horizontal coordinates were scaled from a map and have
 HN0190.an estimated accuracy of +/- 6 seconds.
 HN0190
 HN0190.The orthometric height was determined by differential leveling
 HN0190.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0190
 HN0190.* This is a POSTED BENCH MARK height.
 HN0190
 HN0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0190.GEOID18 height accuracy estimate available here.
 HN0190
 HN0190.Click photographs - Photos may exist for this station.
 HN0190
 HN0190.The dynamic height is computed by dividing the NAVD 88
 HN0190.geopotential number by the normal gravity value computed on the
 HN0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0190.degrees latitude (g = 980.6199 gals.).
 HN0190
 HN0190.The modeled gravity was interpolated from observed gravity values.
 HN0190
 HN0190;                    North         East    Units  Estimated Accuracy
 HN0190;SPC UT S     - 3,089,280.      568,310.      MT  (+/- 180 meters Scaled)
 HN0190
 HN0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG240468(NAD 83)
 HN0190
 HN0190                          SUPERSEDED SURVEY CONTROL
 HN0190
 HN0190  NGVD 29 (??/??/92) 1036.042  (m)         3399.08   (f) ADJ UNCH    1 2
 HN0190
 HN0190.Superseded values are not recommended for survey control.
 HN0190
 HN0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0190.See file dsdata.pdf to determine how the superseded data were derived.
 HN0190
 HN0190_MARKER: DB = BENCH MARK DISK
 HN0190_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HN0190_SP_SET: UNSPEC. ROCK
 HN0190_STAMPING: J 13 1921
 HN0190_MARK LOGO: CGS
 HN0190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0190
 HN0190  HISTORY     - Date     Condition        Report By
 HN0190  HISTORY     - 1921     MONUMENTED       CGS
 HN0190
 HN0190                          STATION DESCRIPTION
 HN0190
 HN0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 HN0190'IN HALLS CROSSING.
 HN0190'AT HALLS CROSSING, KANE COUNTY, 700 FEET NORTH OF THE WEST BANK OF
 HN0190'COLORADO RIVER, 300 FEET EAST OF HALL CREEK, IN THE FIRST SANDSTONE
 HN0190'TABLE, NEAR A CAIRN, IN ROCK, MARKED BY AN ARROW ON A NEARBY ROCK, AND
 HN0190'ABOUT 50 FEET HIGHER THAN THE WATER (SEPTEMBER 1921).  A STANDARD
 HN0190'DISK, STAMPED J 13 1921.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0191 ***********************************************************************
 KN0191  DESIGNATION -  J 131
 KN0191  PID         -  KN0191
 KN0191  STATE/COUNTY-  UT/CARBON
 KN0191  COUNTRY     -  US
 KN0191  USGS QUAD   -  JUMP CREEK (2017)
 KN0191
 KN0191                         *CURRENT SURVEY CONTROL
 KN0191  ______________________________________________________________________
 KN0191* NAD 83(1986) POSITION- 39 38 02.     (N) 111 05 16.     (W)   SCALED
 KN0191* NAVD 88 ORTHO HEIGHT -  2270.483 (meters)     7449.08  (feet) ADJUSTED
 KN0191  ______________________________________________________________________
 KN0191  GEOID HEIGHT    -        -15.987 (meters)                     GEOID18
 KN0191  DYNAMIC HEIGHT  -       2268.024 (meters)     7441.01  (feet) COMP
 KN0191  MODELED GRAVITY -    979,461.6   (mgal)                       NAVD 88
 KN0191
 KN0191  VERT ORDER      -  SECOND    CLASS 0
 KN0191
 KN0191.The horizontal coordinates were scaled from a map and have
 KN0191.an estimated accuracy of +/- 6 seconds.
 KN0191
 KN0191.The orthometric height was determined by differential leveling and
 KN0191.adjusted by the NATIONAL GEODETIC SURVEY
 KN0191.in June 1991.
 KN0191
 KN0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0191.GEOID18 height accuracy estimate available here.
 KN0191
 KN0191.Click photographs - Photos may exist for this station.
 KN0191
 KN0191.The dynamic height is computed by dividing the NAVD 88
 KN0191.geopotential number by the normal gravity value computed on the
 KN0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0191.degrees latitude (g = 980.6199 gals.).
 KN0191
 KN0191.The modeled gravity was interpolated from observed gravity values.
 KN0191
 KN0191;                    North         East    Units  Estimated Accuracy
 KN0191;SPC UT C     - 2,144,470.      535,390.      MT  (+/- 180 meters Scaled)
 KN0191
 KN0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ924871(NAD 83)
 KN0191
 KN0191                          SUPERSEDED SURVEY CONTROL
 KN0191
 KN0191  NGVD 29 (??/??/92) 2269.224  (m)         7444.95   (f) ADJ UNCH    2 0
 KN0191
 KN0191.Superseded values are not recommended for survey control.
 KN0191
 KN0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0191.See file dsdata.pdf to determine how the superseded data were derived.
 KN0191
 KN0191_MARKER: DB = BENCH MARK DISK
 KN0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0191_STAMPING: J 131 1935
 KN0191_MARK LOGO: CGS
 KN0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0191+STABILITY: SURFACE MOTION
 KN0191
 KN0191  HISTORY     - Date     Condition        Report By
 KN0191  HISTORY     - 1935     MONUMENTED       CGS
 KN0191  HISTORY     - 1974     MARK NOT FOUND   USGS
 KN0191
 KN0191                          STATION DESCRIPTION
 KN0191
 KN0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0191'5.9 MI E FROM CLEAR CREEK.
 KN0191'ABOUT 5.9 MILES EAST ALONG A TRAIL LEADING TO OMANS RANCH FROM A
 KN0191'SCHOOL AT CLEAR CREEK, CARBON COUNTY, ABOUT 1.5 MILES WEST OF THE
 KN0191'OMANS RANCH, ABOUT 0.3 MILE WEST OF THE NATIONAL FOREST BOUNDARY
 KN0191'FENCE, ABOUT 40 YARDS SOUTH OF THE CENTER LINE OF A CREEK, AND ABOUT
 KN0191'50 FEET SOUTH OF THE CENTER OF A ROAD CROSSING.  A STANDARD DISK,
 KN0191'STAMPED J 131 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KN0191
 KN0191                          STATION RECOVERY (1974)
 KN0191
 KN0191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KN0191'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0382 ***********************************************************************
 MR0382  DESIGNATION -  J 134
 MR0382  PID         -  MR0382
 MR0382  STATE/COUNTY-  UT/WEBER
 MR0382  COUNTRY     -  US
 MR0382  USGS QUAD   -  OGDEN (2017)
 MR0382
 MR0382                         *CURRENT SURVEY CONTROL
 MR0382  ______________________________________________________________________
 MR0382* NAD 83(1986) POSITION- 41 08 44.84   (N) 111 56 30.45   (W)   HD_HELD1
 MR0382* NAVD 88 ORTHO HEIGHT -  1380.828 (meters)     4530.27  (feet) ADJUSTED
 MR0382  ______________________________________________________________________
 MR0382  GEOID HEIGHT    -        -16.599 (meters)                     GEOID18
 MR0382  DYNAMIC HEIGHT  -       1379.756 (meters)     4526.75  (feet) COMP
 MR0382  MODELED GRAVITY -    979,800.3   (mgal)                       NAVD 88
 MR0382
 MR0382  VERT ORDER      -  FIRST     CLASS II
 MR0382
 MR0382.The horizontal coordinates were determined by differentially corrected
 MR0382.hand held GPS observations or other comparable positioning techniques
 MR0382.and have an estimated accuracy of +/- 3 meters.
 MR0382
 MR0382.The orthometric height was determined by differential leveling and
 MR0382.adjusted by the NATIONAL GEODETIC SURVEY
 MR0382.in June 1991.
 MR0382
 MR0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0382.GEOID18 height accuracy estimate available here.
 MR0382
 MR0382.Click photographs - Photos may exist for this station.
 MR0382
 MR0382.The dynamic height is computed by dividing the NAVD 88
 MR0382.geopotential number by the normal gravity value computed on the
 MR0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0382.degrees latitude (g = 980.6199 gals.).
 MR0382
 MR0382.The modeled gravity was interpolated from observed gravity values.
 MR0382
 MR0382;                    North         East    Units  Estimated Accuracy
 MR0382;SPC UT N     - 1,090,317.0     462,913.5     MT  (+/- 3 meters HH1 GPS) 
 MR0382
 MR0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2096855368(NAD 83)
 MR0382
 MR0382                          SUPERSEDED SURVEY CONTROL
 MR0382
 MR0382  NGVD 29 (??/??/92) 1379.749  (m)         4526.73   (f) SUPERSEDED  1 2
 MR0382  NGVD 29 (06/08/92) 1379.807  (m)         4526.92   (f) ADJUSTED    1 2
 MR0382
 MR0382.Superseded values are not recommended for survey control.
 MR0382
 MR0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0382.See file dsdata.pdf to determine how the superseded data were derived.
 MR0382
 MR0382_MARKER: DB = BENCH MARK DISK
 MR0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0382_STAMPING: J 134 1958
 MR0382_MARK LOGO: CGS
 MR0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0382+STABILITY: SURFACE MOTION
 MR0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0382+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005
 MR0382
 MR0382  HISTORY     - Date     Condition        Report By
 MR0382  HISTORY     - 1958     MONUMENTED       CGS
 MR0382  HISTORY     - 1983     GOOD             NGS
 MR0382  HISTORY     - 20050708 GOOD             GEOCAC
 MR0382
 MR0382                          STATION DESCRIPTION
 MR0382
 MR0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0382'7.35 MI S FROM OGDEN.
 MR0382'ABOUT 7.35 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0382'STATION AT OGDEN, 0.35 MILE WEST OF MILE POST 985, AT THE INTERSECTION
 MR0382'OF AN ASPHALT ROAD, 117 FEET NORTH OF THE NEAR RAIL, 95 FEET NORTHWEST
 MR0382'OF THE NORTHWEST CORNER OF A TOOL SHED, 42 1/2 FEET NORTHEAST OF A
 MR0382'12-INCH ELM TREE, 25 FEET NORTHEAST OF THE CENTER LINE OF A CURVE IN
 MR0382'THE ASPHALT ROAD, 2 1/2 FEET WEST OF A FENCE, 1 1/2 FEET SOUTH OF A
 MR0382'METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 MR0382'INCHES.
 MR0382
 MR0382                          STATION RECOVERY (1983)
 MR0382
 MR0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0382'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE EXCEPT
 MR0382'ADD AT THE SOUTHEAST CORNER OF THE UINTAH CEMETERY AND 3.9 METERS
 MR0382'(12.8 FT) EAST OF THE CENTER OF A GRAVELED ROAD.
 MR0382
 MR0382                          STATION RECOVERY (2005)
 MR0382
 MR0382'RECOVERY NOTE BY GEOCACHING 2005
 MR0382'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0318 ***********************************************************************
 MR0318  DESIGNATION -  J 136
 MR0318  PID         -  MR0318
 MR0318  STATE/COUNTY-  UT/SUMMIT
 MR0318  COUNTRY     -  US
 MR0318  USGS QUAD   -  HEINERS CREEK (2017)
 MR0318
 MR0318                         *CURRENT SURVEY CONTROL
 MR0318  ______________________________________________________________________
 MR0318* NAD 83(1986) POSITION- 41 01 59.     (N) 111 20 04.     (W)   SCALED
 MR0318* NAVD 88 ORTHO HEIGHT -  1777.890 (meters)     5832.96  (feet) ADJUSTED
 MR0318  ______________________________________________________________________
 MR0318  GEOID HEIGHT    -        -15.779 (meters)                     GEOID18
 MR0318  DYNAMIC HEIGHT  -       1776.285 (meters)     5827.70  (feet) COMP
 MR0318  MODELED GRAVITY -    979,659.1   (mgal)                       NAVD 88
 MR0318
 MR0318  VERT ORDER      -  FIRST     CLASS II
 MR0318
 MR0318.The horizontal coordinates were scaled from a map and have
 MR0318.an estimated accuracy of +/- 6 seconds.
 MR0318
 MR0318.The orthometric height was determined by differential leveling and
 MR0318.adjusted by the NATIONAL GEODETIC SURVEY
 MR0318.in June 1991.
 MR0318
 MR0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0318.GEOID18 height accuracy estimate available here.
 MR0318
 MR0318.Click photographs - Photos may exist for this station.
 MR0318
 MR0318.The dynamic height is computed by dividing the NAVD 88
 MR0318.geopotential number by the normal gravity value computed on the
 MR0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0318.degrees latitude (g = 980.6199 gals.).
 MR0318
 MR0318.The modeled gravity was interpolated from observed gravity values.
 MR0318
 MR0318;                    North         East    Units  Estimated Accuracy
 MR0318;SPC UT N     - 1,077,720.      513,920.      MT  (+/- 180 meters Scaled)
 MR0318
 MR0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL718424(NAD 83)
 MR0318
 MR0318                          SUPERSEDED SURVEY CONTROL
 MR0318
 MR0318  NGVD 29 (??/??/92) 1776.549  (m)         5828.56   (f) SUPERSEDED  1 2
 MR0318  NGVD 29 (06/08/92) 1776.661  (m)         5828.93   (f) ADJUSTED    1 2
 MR0318
 MR0318.Superseded values are not recommended for survey control.
 MR0318
 MR0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0318.See file dsdata.pdf to determine how the superseded data were derived.
 MR0318
 MR0318_MARKER: DB = BENCH MARK DISK
 MR0318_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MR0318_SP_SET: CULVERT HEADWALL
 MR0318_STAMPING: J 136 1958
 MR0318_MARK LOGO: CGS
 MR0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0318+STABILITY: SURFACE MOTION
 MR0318
 MR0318  HISTORY     - Date     Condition        Report By
 MR0318  HISTORY     - 1958     MONUMENTED       CGS
 MR0318  HISTORY     - 1983     GOOD             NGS
 MR0318
 MR0318                          STATION DESCRIPTION
 MR0318
 MR0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0318'7.5 MI NE FROM ECHO.
 MR0318'ABOUT 7.5 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0318'STATION AT ECHO, 0.2 MILES SOUTHWEST OF MILE POST 945, IN THE TOP OF
 MR0318'THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A BOX CULVERT
 MR0318'UNDER U. S. HIGHWAY 30S, 42 FEET NORTHEAST OF THE NEAR RAIL, 35 FEET
 MR0318'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 7 FEET BELOW THE
 MR0318'LEVEL OF THE HIGHWAY, ABOUT 3 1/2 FEET ABOVE THE TRACK.
 MR0318
 MR0318                          STATION RECOVERY (1983)
 MR0318
 MR0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0318'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0082 ***********************************************************************
 HO0082  DESIGNATION -  J 137
 HO0082  PID         -  HO0082
 HO0082  STATE/COUNTY-  UT/KANE
 HO0082  COUNTRY     -  US
 HO0082  USGS QUAD   -  THOMPSON POINT (2017)
 HO0082
 HO0082                         *CURRENT SURVEY CONTROL
 HO0082  ______________________________________________________________________
 HO0082* NAD 83(1986) POSITION- 37 01 53.5    (N) 112 23 58.0    (W)   HD_HELD2
 HO0082* NAVD 88 ORTHO HEIGHT -  1582.894 (meters)     5193.21  (feet) ADJUSTED
 HO0082  ______________________________________________________________________
 HO0082  GEOID HEIGHT    -        -22.142 (meters)                     GEOID18
 HO0082  DYNAMIC HEIGHT  -       1581.053 (meters)     5187.17  (feet) COMP
 HO0082  MODELED GRAVITY -    979,412.4   (mgal)                       NAVD 88
 HO0082
 HO0082  VERT ORDER      -  FIRST     CLASS II
 HO0082
 HO0082.The horizontal coordinates were established by autonomous hand held GPS
 HO0082.observations and have an estimated accuracy of +/- 10 meters.
 HO0082
 HO0082.The orthometric height was determined by differential leveling and
 HO0082.adjusted by the NATIONAL GEODETIC SURVEY
 HO0082.in June 1991.
 HO0082
 HO0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0082.GEOID18 height accuracy estimate available here.
 HO0082
 HO0082.Click photographs - Photos may exist for this station.
 HO0082
 HO0082.The dynamic height is computed by dividing the NAVD 88
 HO0082.geopotential number by the normal gravity value computed on the
 HO0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0082.degrees latitude (g = 980.6199 gals.).
 HO0082
 HO0082.The modeled gravity was interpolated from observed gravity values.
 HO0082
 HO0082;                    North         East    Units  Estimated Accuracy
 HO0082;SPC UT S     - 3,040,879.      419,970.      MT  (+/- 10 meters HH2 GPS)
 HO0082
 HO0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF7553099285(NAD 83)
 HO0082
 HO0082                          SUPERSEDED SURVEY CONTROL
 HO0082
 HO0082  NGVD 29 (??/??/92) 1581.833  (m)         5189.73   (f) ADJ UNCH    1 2
 HO0082
 HO0082.Superseded values are not recommended for survey control.
 HO0082
 HO0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0082.See file dsdata.pdf to determine how the superseded data were derived.
 HO0082
 HO0082_MARKER: DB = BENCH MARK DISK
 HO0082_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0082_STAMPING: J 137 1962
 HO0082_MARK LOGO: CGS
 HO0082_PROJECTION: PROJECTING 6 CENTIMETERS
 HO0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0082_ROD/PIPE-DEPTH: 4.8 meters
 HO0082
 HO0082  HISTORY     - Date     Condition        Report By
 HO0082  HISTORY     - 1962     MONUMENTED       CGS
 HO0082  HISTORY     - 1983     GOOD             NGS
 HO0082
 HO0082                          STATION DESCRIPTION
 HO0082
 HO0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0082'8.1 MI E FROM KANAB.
 HO0082'ABOUT 8.1 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY SAINTS
 HO0082'CHURCH AT KANAB, 0.1 MILE NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 89
 HO0082'AND A ROAD LEADING NORTHEAST, 154 FEET NORTH OF THE NORTH END OF A
 HO0082'METAL TUBE CULVERT, 147 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD
 HO0082'LEADING NORTHEAST, 191 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 HO0082'89, 1.6 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET
 HO0082'BELOW THE LEVEL OF THE HIGHWAY, AND CLAMPED ON THE TOP OF A 5/8-INCH
 HO0082'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND ENCASED IN
 HO0082'A 6-INCH TILE PROJECTING 3 INCHES.
 HO0082
 HO0082                          STATION RECOVERY (1983)
 HO0082
 HO0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0082'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.5 KM
 HO0082'(7.8 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0082'SAINTS IN KANAB, 0.45 KM (0.3 MI) EAST OF MILEPOST 57, 0.25 KM
 HO0082'(0.15 MI) SOUTHEAST OF A WATER TOWER, 0.15 KM (0.1 MI) EAST OF THE
 HO0082'Y-JUNCTION OF A PAVED ROAD LEADING NORTHEAST, 58.2 METERS (191 FT)
 HO0082'NORTH OF THE HIGHWAY CENTERLINE, 50.7 METERS (166.5 FT) WEST OF THE
 HO0082'T-JUNCTION OF TWO FENCE LINES, 46.9 METERS (154 FT) NORTH OF THE NORTH
 HO0082'END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 44.8 METERS (147 FT)
 HO0082'SOUTHEAST OF THE PAVED ROAD CENTER, 16.4 METERS (54 FT) NORTH OF THE
 HO0082'RIGHT OF WAY FENCE.
 HO0082'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 HO0082'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0102 ***********************************************************************
 HO0102  DESIGNATION -  J 138
 HO0102  PID         -  HO0102
 HO0102  STATE/COUNTY-  UT/KANE
 HO0102  COUNTRY     -  US
 HO0102  USGS QUAD   -  PINE HOLLOW CANYON (2017)
 HO0102
 HO0102                         *CURRENT SURVEY CONTROL
 HO0102  ______________________________________________________________________
 HO0102* NAD 83(1986) POSITION- 37 07 28.8    (N) 112 05 56.3    (W)   HD_HELD2
 HO0102* NAVD 88 ORTHO HEIGHT -  1636.842 (meters)     5370.21  (feet) ADJUSTED
 HO0102  ______________________________________________________________________
 HO0102  GEOID HEIGHT    -        -22.166 (meters)                     GEOID18
 HO0102  DYNAMIC HEIGHT  -       1634.914 (meters)     5363.88  (feet) COMP
 HO0102  MODELED GRAVITY -    979,395.6   (mgal)                       NAVD 88
 HO0102
 HO0102  VERT ORDER      -  FIRST     CLASS II
 HO0102
 HO0102.The horizontal coordinates were established by autonomous hand held GPS
 HO0102.observations and have an estimated accuracy of +/- 10 meters.
 HO0102
 HO0102.The orthometric height was determined by differential leveling and
 HO0102.adjusted by the NATIONAL GEODETIC SURVEY
 HO0102.in June 1991.
 HO0102
 HO0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0102.GEOID18 height accuracy estimate available here.
 HO0102
 HO0102.Click photographs - Photos may exist for this station.
 HO0102
 HO0102.The dynamic height is computed by dividing the NAVD 88
 HO0102.geopotential number by the normal gravity value computed on the
 HO0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0102.degrees latitude (g = 980.6199 gals.).
 HO0102
 HO0102.The modeled gravity was interpolated from observed gravity values.
 HO0102
 HO0102;                    North         East    Units  Estimated Accuracy
 HO0102;SPC UT S     - 3,051,001.      446,771.      MT  (+/- 10 meters HH2 GPS)
 HO0102
 HO0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0237609267(NAD 83)
 HO0102
 HO0102                          SUPERSEDED SURVEY CONTROL
 HO0102
 HO0102  NGVD 29 (??/??/92) 1635.825  (m)         5366.87   (f) ADJ UNCH    1 2
 HO0102
 HO0102.Superseded values are not recommended for survey control.
 HO0102
 HO0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0102.See file dsdata.pdf to determine how the superseded data were derived.
 HO0102
 HO0102_MARKER: DB = BENCH MARK DISK
 HO0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0102_STAMPING: J 138 1962
 HO0102_MARK LOGO: CGS
 HO0102_PROJECTION: PROJECTING 15 CENTIMETERS
 HO0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0102+STABILITY: SURFACE MOTION
 HO0102
 HO0102  HISTORY     - Date     Condition        Report By
 HO0102  HISTORY     - 1962     MONUMENTED       CGS
 HO0102  HISTORY     - 1983     GOOD             NGS
 HO0102
 HO0102                          STATION DESCRIPTION
 HO0102
 HO0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0102'27.05 MI E FROM KANAB.
 HO0102'ABOUT 27.05 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY
 HO0102'SAINTS CHURCH AT KANAB, 0.7 MILE SOUTHWEST OF BUCKSKIN GULCH BRIDGE,
 HO0102'0.3 MILE SOUTHWEST OF MILEPOST NUMBER 27, 238 FEET NORTHWEST OF THE
 HO0102'CENTERLINE OF THE HIGHWAY, 2 FEET SOUTHEAST OF A FENCE, 1.3 FEET
 HO0102'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 HO0102'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HO0102
 HO0102                          STATION RECOVERY (1983)
 HO0102
 HO0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0102'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  42.5 KM
 HO0102'(26.6 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0102'SAINTS IN KANAB, 1.15 KM (0.7 MI) SOUTHWEST OF THE BRIDGE OVER THE
 HO0102'KITCHEN CORRAL WASH, 0.15 KM (0.1 MI) NORTHEAST OF MILEPOST 38, ON TOP
 HO0102'OF THE SOUTHWEST SLOPE OF A LARGE LOW HILL, 72.5 METERS (238 FT)
 HO0102'NORTHWEST OF THE HIGHWAY CENTERLINE, 0.6 METER (2 FT) SOUTHEAST OF THE
 HO0102'RIGHT OF WAY FENCE.
 HO0102'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 HO0102'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0530 ***********************************************************************
 HN0530  DESIGNATION -  J 139
 HN0530  PID         -  HN0530
 HN0530  STATE/COUNTY-  UT/KANE
 HN0530  COUNTRY     -  US
 HN0530  USGS QUAD   -  BRIDGER POINT (2017)
 HN0530
 HN0530                         *CURRENT SURVEY CONTROL
 HN0530  ______________________________________________________________________
 HN0530* NAD 83(1986) POSITION- 37 06 14.95   (N) 111 49 27.04   (W)   HD_HELD1
 HN0530* NAVD 88 ORTHO HEIGHT -  1399.810 (meters)     4592.54  (feet) ADJUSTED
 HN0530  ______________________________________________________________________
 HN0530  GEOID HEIGHT    -        -22.837 (meters)                     GEOID18
 HN0530  DYNAMIC HEIGHT  -       1398.205 (meters)     4587.28  (feet) COMP
 HN0530  MODELED GRAVITY -    979,435.9   (mgal)                       NAVD 88
 HN0530
 HN0530  VERT ORDER      -  FIRST     CLASS II
 HN0530
 HN0530.The horizontal coordinates were determined by differentially corrected
 HN0530.hand held GPS observations or other comparable positioning techniques
 HN0530.and have an estimated accuracy of +/- 3 meters.
 HN0530
 HN0530.The orthometric height was determined by differential leveling and
 HN0530.adjusted by the NATIONAL GEODETIC SURVEY
 HN0530.in June 1991.
 HN0530
 HN0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0530.GEOID18 height accuracy estimate available here.
 HN0530
 HN0530.Click photographs - Photos may exist for this station.
 HN0530
 HN0530.The dynamic height is computed by dividing the NAVD 88
 HN0530.geopotential number by the normal gravity value computed on the
 HN0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0530.degrees latitude (g = 980.6199 gals.).
 HN0530
 HN0530.The modeled gravity was interpolated from observed gravity values.
 HN0530
 HN0530;                    North         East    Units  Estimated Accuracy
 HN0530;SPC UT S     - 3,048,603.9     471,183.2     MT  (+/- 3 meters HH1 GPS) 
 HN0530
 HN0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG2676706744(NAD 83)
 HN0530
 HN0530                          SUPERSEDED SURVEY CONTROL
 HN0530
 HN0530  NGVD 29 (??/??/92) 1398.867  (m)         4589.45   (f) ADJ UNCH    1 2
 HN0530
 HN0530.Superseded values are not recommended for survey control.
 HN0530
 HN0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0530.See file dsdata.pdf to determine how the superseded data were derived.
 HN0530
 HN0530_MARKER: DB = BENCH MARK DISK
 HN0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0530_STAMPING: J 139 1962
 HN0530_MARK LOGO: CGS
 HN0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0530+STABILITY: SURFACE MOTION
 HN0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0530+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2006
 HN0530
 HN0530  HISTORY     - Date     Condition        Report By
 HN0530  HISTORY     - 1962     MONUMENTED       CGS
 HN0530  HISTORY     - 1983     GOOD             NGS
 HN0530  HISTORY     - 20061223 GOOD             INDIV
 HN0530
 HN0530                          STATION DESCRIPTION
 HN0530
 HN0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0530'24.4 MI W FROM PAGE, AZ.
 HN0530'ABOUT 24.4 MILES WEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END OF
 HN0530'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.3 MILE EAST OF MILEPOST
 HN0530'NUMBER 48, 257 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 143 FEET
 HN0530'WEST OF A POWER LINE POLE, 2.4 FEET SOUTH OF A FENCE, 1.7 FEET NORTH
 HN0530'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 HN0530'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HN0530
 HN0530                          STATION RECOVERY (1983)
 HN0530
 HN0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0530'RECOVERED IN GOOD CONDITION.  OMIT--0.3 MI EAST OF MILEPOST 48.
 HN0530'ADD--0.8 KM (0.5 MI) WEST OF MILEPOST 16.
 HN0530
 HN0530                          STATION RECOVERY (2006)
 HN0530
 HN0530'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RW)
 HN0530'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0144 ***********************************************************************
 KM0144  DESIGNATION -  J 14
 KM0144  PID         -  KM0144
 KM0144  STATE/COUNTY-  UT/GRAND
 KM0144  COUNTRY     -  US
 KM0144  USGS QUAD   -  AGATE (2017)
 KM0144
 KM0144                         *CURRENT SURVEY CONTROL
 KM0144  ______________________________________________________________________
 KM0144* NAD 83(1986) POSITION- 39 01 18.     (N) 109 13 25.     (W)   SCALED
 KM0144* NAVD 88 ORTHO HEIGHT -  1332.649 (meters)     4372.20  (feet) POSTED
 KM0144  ______________________________________________________________________
 KM0144  GEOID HEIGHT    -        -18.750 (meters)                     GEOID18
 KM0144  DYNAMIC HEIGHT  -       1331.37  (meters)     4368.0   (feet) COMP
 KM0144  MODELED GRAVITY -    979,623.9   (mgal)                       NAVD 88
 KM0144
 KM0144  VERT ORDER      -  * POSTED, SEE BELOW
 KM0144
 KM0144.The horizontal coordinates were scaled from a map and have
 KM0144.an estimated accuracy of +/- 6 seconds.
 KM0144
 KM0144.The orthometric height was determined by differential leveling
 KM0144.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0144
 KM0144.* This is a POSTED BENCH MARK height.
 KM0144
 KM0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0144.GEOID18 height accuracy estimate available here.
 KM0144
 KM0144.Click photographs - Photos may exist for this station.
 KM0144
 KM0144.The dynamic height is computed by dividing the NAVD 88
 KM0144.geopotential number by the normal gravity value computed on the
 KM0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0144.degrees latitude (g = 980.6199 gals.).
 KM0144
 KM0144.The modeled gravity was interpolated from observed gravity values.
 KM0144
 KM0144;                    North         East    Units  Estimated Accuracy
 KM0144;SPC UT C     - 2,078,930.      697,110.      MT  (+/- 180 meters Scaled)
 KM0144
 KM0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ537206(NAD 83)
 KM0144
 KM0144                          SUPERSEDED SURVEY CONTROL
 KM0144
 KM0144  NGVD 29 (??/??/92) 1331.636  (m)         4368.88   (f) ADJ UNCH    1 2
 KM0144
 KM0144.Superseded values are not recommended for survey control.
 KM0144
 KM0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0144.See file dsdata.pdf to determine how the superseded data were derived.
 KM0144
 KM0144_MARKER: DB = BENCH MARK DISK
 KM0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KM0144_SP_SET: CULVERT
 KM0144_STAMPING: 4368.876 J 14 1927
 KM0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0144
 KM0144  HISTORY     - Date     Condition        Report By
 KM0144  HISTORY     - 1927     MONUMENTED       CGS
 KM0144  HISTORY     - 1954     POOR             USGS
 KM0144  HISTORY     - 1960     MARK NOT FOUND   CGS
 KM0144
 KM0144                          STATION DESCRIPTION
 KM0144
 KM0144'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KM0144'7 MI E FROM CISCO.
 KM0144'7.0 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KM0144'CISCO, GRAND COUNTY, AT A CONCRETE CULVERT UNDER THE TRACK, IN THE TOP
 KM0144'OF THE WEST END OF THE NORTH HEADWALL, AND 16 FEET NORTH OF THE
 KM0144'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 4368.876 J 14 1927.
 KM0144'NOTE-- THE CONCRETE ABUTMENT IN WHICH IT WAS SET HAS BEEN COVERED BY
 KM0144'ONE FOOT OF ADDITIONAL CONCRETE.  NOTE-- COVERED BY ROCK RETAINING
 KM0144'WALL.
 KM0144
 KM0144                          STATION RECOVERY (1960)
 KM0144
 KM0144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KM0144'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0076 ***********************************************************************
 HN0076  DESIGNATION -  J 140
 HN0076  PID         -  HN0076
 HN0076  STATE/COUNTY-  UT/SAN JUAN
 HN0076  COUNTRY     -  US
 HN0076  USGS QUAD   -  MOSS BACK BUTTE (2017)
 HN0076
 HN0076                         *CURRENT SURVEY CONTROL
 HN0076  ______________________________________________________________________
 HN0076* NAD 83(1986) POSITION- 37 31 19.     (N) 110 04 30.     (W)   SCALED
 HN0076* NAVD 88 ORTHO HEIGHT -  1768.774 (meters)     5803.05  (feet) ADJUSTED
 HN0076  ______________________________________________________________________
 HN0076  GEOID HEIGHT    -        -20.256 (meters)                     GEOID18
 HN0076  DYNAMIC HEIGHT  -       1766.731 (meters)     5796.35  (feet) COMP
 HN0076  MODELED GRAVITY -    979,412.3   (mgal)                       NAVD 88
 HN0076
 HN0076  VERT ORDER      -  FIRST     CLASS II
 HN0076
 HN0076.The horizontal coordinates were scaled from a map and have
 HN0076.an estimated accuracy of +/- 6 seconds.
 HN0076
 HN0076.The orthometric height was determined by differential leveling and
 HN0076.adjusted by the NATIONAL GEODETIC SURVEY
 HN0076.in June 1991.
 HN0076
 HN0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0076.GEOID18 height accuracy estimate available here.
 HN0076
 HN0076.Click photographs - Photos may exist for this station.
 HN0076
 HN0076.The dynamic height is computed by dividing the NAVD 88
 HN0076.geopotential number by the normal gravity value computed on the
 HN0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0076.degrees latitude (g = 980.6199 gals.).
 HN0076
 HN0076.The modeled gravity was interpolated from observed gravity values.
 HN0076
 HN0076;                    North         East    Units  Estimated Accuracy
 HN0076;SPC UT S     - 3,095,880.      625,960.      MT  (+/- 180 meters Scaled)
 HN0076
 HN0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG817531(NAD 83)
 HN0076
 HN0076                          SUPERSEDED SURVEY CONTROL
 HN0076
 HN0076  NGVD 29 (??/??/92) 1767.728  (m)         5799.62   (f) ADJ UNCH    1 2
 HN0076
 HN0076.Superseded values are not recommended for survey control.
 HN0076
 HN0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0076.See file dsdata.pdf to determine how the superseded data were derived.
 HN0076
 HN0076_MARKER: DB = BENCH MARK DISK
 HN0076_SETTING: 66 = SET IN ROCK OUTCROP
 HN0076_STAMPING: J 140 1962
 HN0076_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0076+STABILITY: POSITION/ELEVATION WELL
 HN0076
 HN0076  HISTORY     - Date     Condition        Report By
 HN0076  HISTORY     - 1962     MONUMENTED       CGS
 HN0076  HISTORY     - 1982     GOOD             USGS
 HN0076  HISTORY     - 1982     GOOD             USGS
 HN0076
 HN0076                          STATION DESCRIPTION
 HN0076
 HN0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0076'16.95 MI S FROM FRY CANYON.
 HN0076'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0076'AT FRY CANYON.  THENCE 4.45 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 HN0076'76 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 69 FEET EAST OF THE
 HN0076'CENTERLINE OF A SHALLOW WASH, 47 FEET WEST OF A SCRUB PINYON TREE, 6.0
 HN0076'FEET EAST OF A ROCK CAIRN, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 HN0076'TOP OF A FLAT ROCK OUTCROP.
 HN0076
 HN0076                          STATION RECOVERY (1982)
 HN0076
 HN0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0076'ABOUT 12.0 MILES SOUTHEAST ALONG STATE HWY. 95 (BICENTENNIAL HWY),
 HN0076'FROM THE POST OFFICE AT FRY CANYON, THENCE 4.1 MILES SOUTHWEST ALONG
 HN0076'STATE HWY. 26O APPROX 90 FEET SOUTH OF A JUNCTION WITH THE OLD
 HN0076'HIGHWAY SCAR NORTHEAST, 98 FEET SOUTHEAST OF THE CENTERLINE OF THE
 HN0076'HIGHWAY, 41 FEET NORTHEAST OF A LONE PINE SHRUB, AND SET IN TOP OF A
 HN0076'LARGE FLAT ROCK OUTCROP.
 HN0076
 HN0076                          STATION RECOVERY (1982)
 HN0076
 HN0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0076'ABOUT 12.0 MILES SOUTHEAST ALONG STATE HWY. 95 (BICENTENNIAL HWY),
 HN0076'FROM THE POST OFFICE AT FRY CANYON, THENCE 4.1 MILES SOUTHWEST ALONG
 HN0076'STATE HWY. 26O APPROX 90 FEET SOUTH OF A JUNCTION WITH THE OLD
 HN0076'HIGHWAY SCAR NORTHEAST, 98 FEET SOUTHEAST OF THE CENTERLINE OF THE
 HN0076'HIGHWAY, 41 FEET NORTHEAST OF A LONE PINE SHRUB, AND SET IN TOP OF A
 HN0076'LARGE FLAT ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0160 ***********************************************************************
 HN0160  DESIGNATION -  J 141
 HN0160  PID         -  HN0160
 HN0160  STATE/COUNTY-  UT/SAN JUAN
 HN0160  COUNTRY     -  US
 HN0160  USGS QUAD   -  WHIRLWIND DRAW (2017)
 HN0160
 HN0160                         *CURRENT SURVEY CONTROL
 HN0160  ______________________________________________________________________
 HN0160* NAD 83(1986) POSITION- 37 20 32.     (N) 110 20 04.     (W)   SCALED
 HN0160* NAVD 88 ORTHO HEIGHT -  1277.386 (meters)     4190.89  (feet) ADJUSTED
 HN0160  ______________________________________________________________________
 HN0160  GEOID HEIGHT    -        -21.608 (meters)                     GEOID18
 HN0160  DYNAMIC HEIGHT  -       1275.983 (meters)     4186.29  (feet) COMP
 HN0160  MODELED GRAVITY -    979,488.7   (mgal)                       NAVD 88
 HN0160
 HN0160  VERT ORDER      -  FIRST     CLASS II
 HN0160
 HN0160.The horizontal coordinates were scaled from a map and have
 HN0160.an estimated accuracy of +/- 6 seconds.
 HN0160
 HN0160.The orthometric height was determined by differential leveling and
 HN0160.adjusted by the NATIONAL GEODETIC SURVEY
 HN0160.in June 1991.
 HN0160
 HN0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0160.GEOID18 height accuracy estimate available here.
 HN0160
 HN0160.Click photographs - Photos may exist for this station.
 HN0160
 HN0160.The dynamic height is computed by dividing the NAVD 88
 HN0160.geopotential number by the normal gravity value computed on the
 HN0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0160.degrees latitude (g = 980.6199 gals.).
 HN0160
 HN0160.The modeled gravity was interpolated from observed gravity values.
 HN0160
 HN0160;                    North         East    Units  Estimated Accuracy
 HN0160;SPC UT S     - 3,075,620.      603,280.      MT  (+/- 180 meters Scaled)
 HN0160
 HN0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG589330(NAD 83)
 HN0160
 HN0160                          SUPERSEDED SURVEY CONTROL
 HN0160
 HN0160  NGVD 29 (??/??/92) 1276.464  (m)         4187.87   (f) ADJ UNCH    1 2
 HN0160
 HN0160.Superseded values are not recommended for survey control.
 HN0160
 HN0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0160.See file dsdata.pdf to determine how the superseded data were derived.
 HN0160
 HN0160_MARKER: DB = BENCH MARK DISK
 HN0160_SETTING: 66 = SET IN ROCK OUTCROP
 HN0160_STAMPING: J 141 1962
 HN0160_MARK LOGO: CGS
 HN0160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0160+STABILITY: POSITION/ELEVATION WELL
 HN0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0160+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2012
 HN0160
 HN0160  HISTORY     - Date     Condition        Report By
 HN0160  HISTORY     - 1962     MONUMENTED       CGS
 HN0160  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0160  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0160  HISTORY     - 20120906 GOOD             GEOCAC
 HN0160
 HN0160                          STATION DESCRIPTION
 HN0160
 HN0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0160'39.0 MI S FROM FRY CANYON.
 HN0160'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH STATE HIGHWAY 95 FROM THE POST
 HN0160'OFFICE AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT
 HN0160'ROAD.  THENCE 7.0 MILES SOUTHWEST ALONG A BULLDOZED ROAD LEADING TO
 HN0160'THE SAN JUAN RIVER, ABOUT 62 YARDS NORTHWEST OF THE CENTER OF A WASH,
 HN0160'62 FEET NORTHWEST OF A METAL WITNESS POST, 38 FEET SOUTHEAST OF THE
 HN0160'CENTERLINE OF THE ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 HN0160'SET IN THE TOP OF A LARGE FLAT ROCK OUTCROP PROJECTING 6 INCHES.
 HN0160
 HN0160                          STATION RECOVERY (1982)
 HN0160
 HN0160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0160'MARK NOT FOUND.
 HN0160
 HN0160                          STATION RECOVERY (1982)
 HN0160
 HN0160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0160'MARK NOT FOUND.
 HN0160
 HN0160                          STATION RECOVERY (2012)
 HN0160
 HN0160'RECOVERY NOTE BY GEOCACHING 2012 (BA)
 HN0160'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0128 ***********************************************************************
 HN0128  DESIGNATION -  J 142
 HN0128  PID         -  HN0128
 HN0128  STATE/COUNTY-  UT/SAN JUAN
 HN0128  COUNTRY     -  US
 HN0128  USGS QUAD   -  JACOBS MONUMENT (2017)
 HN0128
 HN0128                         *CURRENT SURVEY CONTROL
 HN0128  ______________________________________________________________________
 HN0128* NAD 83(1986) POSITION- 37 05 31.     (N) 110 23 31.     (W)   SCALED
 HN0128* NAVD 88 ORTHO HEIGHT -  1469.412 (meters)     4820.90  (feet) ADJUSTED
 HN0128  ______________________________________________________________________
 HN0128  GEOID HEIGHT    -        -21.460 (meters)                     GEOID18
 HN0128  DYNAMIC HEIGHT  -       1467.741 (meters)     4815.41  (feet) COMP
 HN0128  MODELED GRAVITY -    979,442.9   (mgal)                       NAVD 88
 HN0128
 HN0128  VERT ORDER      -  FIRST     CLASS II
 HN0128
 HN0128.The horizontal coordinates were scaled from a map and have
 HN0128.an estimated accuracy of +/- 6 seconds.
 HN0128
 HN0128.The orthometric height was determined by differential leveling and
 HN0128.adjusted by the NATIONAL GEODETIC SURVEY
 HN0128.in June 1991.
 HN0128
 HN0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0128.GEOID18 height accuracy estimate available here.
 HN0128
 HN0128.Click photographs - Photos may exist for this station.
 HN0128
 HN0128.The dynamic height is computed by dividing the NAVD 88
 HN0128.geopotential number by the normal gravity value computed on the
 HN0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0128.degrees latitude (g = 980.6199 gals.).
 HN0128
 HN0128.The modeled gravity was interpolated from observed gravity values.
 HN0128
 HN0128;                    North         East    Units  Estimated Accuracy
 HN0128;SPC UT S     - 3,047,780.      598,510.      MT  (+/- 180 meters Scaled)
 HN0128
 HN0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG540052(NAD 83)
 HN0128
 HN0128                          SUPERSEDED SURVEY CONTROL
 HN0128
 HN0128  NGVD 29 (??/??/92) 1468.494  (m)         4817.88   (f) ADJ UNCH    1 2
 HN0128
 HN0128.Superseded values are not recommended for survey control.
 HN0128
 HN0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0128.See file dsdata.pdf to determine how the superseded data were derived.
 HN0128
 HN0128_MARKER: DB = BENCH MARK DISK
 HN0128_SETTING: 66 = SET IN ROCK OUTCROP
 HN0128_STAMPING: J 142 1962
 HN0128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0128+STABILITY: POSITION/ELEVATION WELL
 HN0128
 HN0128  HISTORY     - Date     Condition        Report By
 HN0128  HISTORY     - 1962     MONUMENTED       CGS
 HN0128  HISTORY     - 1982     GOOD             USGS
 HN0128  HISTORY     - 1982     GOOD             USGS
 HN0128
 HN0128                          STATION DESCRIPTION
 HN0128
 HN0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0128'6.75 MI NW FROM OLJETO.
 HN0128'ABOUT 6.75 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0128'FROM THE TRADING POST AT OLJETO, 221 FEET NORTHEAST OF THE CENTERLINE
 HN0128'OF THE DIRT ROAD, 48.0 FEET NORTHEAST OF A METAL WITNESS POST, 24 FEET
 HN0128'NORTH-NORTHWEST OF A ROCK CAIRN, ABOUT 4 FEET ABOVE THE LEVEL OF THE
 HN0128'DIRT ROAD, AND SET IN THE TOP OF A SANDSTONE OUTCROP.
 HN0128
 HN0128                          STATION RECOVERY (1982)
 HN0128
 HN0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0128'OLJETO, ABOUT 6.75 MILE NORTHWEST OF 2.3 MILES NORTH ALONG A PAVED
 HN0128'ROAD FROM THE OLJETO TRADING POST, THENCE 6.2 MILE NORTHWEST ALONG A
 HN0128'GRADED RD., 180 FT NORTHEAST OF AND 1 FT. HIGHER THAN RD., 18 FT
 HN0128'NORTHWEST OF A ROCK CAIRN, SET IN THE TOP OF A SANDSTONE BOULDER
 HN0128'PROJECTING 12 INCHES. STANDARD DISK.
 HN0128
 HN0128                          STATION RECOVERY (1982)
 HN0128
 HN0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0128'OLJETO, ABOUT 6.75 MILE NORTHWEST OF 2.3 MILES NORTH ALONG A PAVED
 HN0128'ROAD FROM THE OLJETO TRADING POST, THENCE 6.2 MILE NORTHWEST ALONG A
 HN0128'GRADED RD., 180 FT NORTHEAST OF AND 1 FT. HIGHER THAN RD., 18 FT
 HN0128'NORTHWEST OF A ROCK CAIRN, SET IN THE TOP OF A SANDSTONE BOULDER
 HN0128'PROJECTING 12 INCHES. STANDARD DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0143 ***********************************************************************
 HN0143  DESIGNATION -  J 143
 HN0143  PID         -  HN0143
 HN0143  STATE/COUNTY-  UT/SAN JUAN
 HN0143  COUNTRY     -  US
 HN0143  USGS QUAD   -  MONITOR BUTTE (2017)
 HN0143
 HN0143                         *CURRENT SURVEY CONTROL
 HN0143  ______________________________________________________________________
 HN0143* NAD 83(1986) POSITION- 37 13 42.     (N) 110 23 29.     (W)   SCALED
 HN0143* NAVD 88 ORTHO HEIGHT -  1215.922 (meters)     3989.24  (feet) ADJUSTED
 HN0143  ______________________________________________________________________
 HN0143  GEOID HEIGHT    -        -21.731 (meters)                     GEOID18
 HN0143  DYNAMIC HEIGHT  -       1214.614 (meters)     3984.95  (feet) COMP
 HN0143  MODELED GRAVITY -    979,513.5   (mgal)                       NAVD 88
 HN0143
 HN0143  VERT ORDER      -  FIRST     CLASS II
 HN0143
 HN0143.The horizontal coordinates were scaled from a map and have
 HN0143.an estimated accuracy of +/- 6 seconds.
 HN0143
 HN0143.The orthometric height was determined by differential leveling and
 HN0143.adjusted by the NATIONAL GEODETIC SURVEY
 HN0143.in June 1991.
 HN0143
 HN0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0143.GEOID18 height accuracy estimate available here.
 HN0143
 HN0143.Click photographs - Photos may exist for this station.
 HN0143
 HN0143.The dynamic height is computed by dividing the NAVD 88
 HN0143.geopotential number by the normal gravity value computed on the
 HN0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0143.degrees latitude (g = 980.6199 gals.).
 HN0143
 HN0143.The modeled gravity was interpolated from observed gravity values.
 HN0143
 HN0143;                    North         East    Units  Estimated Accuracy
 HN0143;SPC UT S     - 3,062,920.      598,380.      MT  (+/- 180 meters Scaled)
 HN0143
 HN0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG539203(NAD 83)
 HN0143
 HN0143                          SUPERSEDED SURVEY CONTROL
 HN0143
 HN0143  NGVD 29 (??/??/92) 1215.057  (m)         3986.40   (f) ADJ UNCH    1 2
 HN0143
 HN0143.Superseded values are not recommended for survey control.
 HN0143
 HN0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0143.See file dsdata.pdf to determine how the superseded data were derived.
 HN0143
 HN0143_MARKER: DB = BENCH MARK DISK
 HN0143_SETTING: 66 = SET IN ROCK OUTCROP
 HN0143_STAMPING: J 143 1962
 HN0143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0143+STABILITY: POSITION/ELEVATION WELL
 HN0143
 HN0143  HISTORY     - Date     Condition        Report By
 HN0143  HISTORY     - 1962     MONUMENTED       CGS
 HN0143  HISTORY     - 1982     GOOD             USGS
 HN0143  HISTORY     - 1982     GOOD             USGS
 HN0143
 HN0143                          STATION DESCRIPTION
 HN0143
 HN0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0143'18.8 MI NW FROM OLJATO.
 HN0143'ABOUT 17.5 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0143'FROM THE TRADING POST AT OLJATO.  THENCE 1.65 MILES EAST-NORTHEAST
 HN0143'ACROSS COUNTRY BY FOOT ONLY, 19 FEET SOUTHWEST OF A ROCK CAIRN WHICH
 HN0143'IS ON A SMALL RED SANDSTONE KNOLL, AND SET IN THE TOP OF BEDROCK.
 HN0143
 HN0143                          STATION RECOVERY (1982)
 HN0143
 HN0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0143'OLJETO, 18.8 MI NW OF FROM THE TRADING POST AT OLJETO, N. 2.3 MILE
 HN0143'ALONG PAVED ROAD. TO A BLADED ROAD LEADING TO COPPER CANYON, WNW
 HN0143'ALONG BLADED ROAD FOR 8.6 MILE TO A Y-RD. N. LEADING TO PIUTE FARMS,
 HN0143'N. ALONG ROAD FOR 8.15 MILES. THENCE 1.39 MILE ENE. ON A MAG. HEADING
 HN0143'OF 71 DEGREE 15 FEET BY FOOT ONLY. 19 SW OF A ROCK CAIRN WHICH IS ON
 HN0143'A SMALL BUT PROMINENT RED SANDSTONE KNOLL IN THE NW. CORNER. QUARTER
 HN0143'AND APPROX. 800 FT. SE OF THE NW. CORNER OF SECTION 17, T 9 41 S., R.
 HN0143'14 E. A STANDARD DISK SET IN THE TOP OF BEDROCK.
 HN0143
 HN0143                          STATION RECOVERY (1982)
 HN0143
 HN0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0143'OLJETO, 18.8 MI NW OF FROM THE TRADING POST AT OLJETO, N. 2.3 MILE
 HN0143'ALONG PAVED ROAD. TO A BLADED ROAD LEADING TO COPPER CANYON, WNW
 HN0143'ALONG BLADED ROAD FOR 8.6 MILE TO A Y-RD. N. LEADING TO PIUTE FARMS,
 HN0143'N. ALONG ROAD FOR 8.15 MILES. THENCE 1.39 MILE ENE. ON A MAG. HEADING
 HN0143'OF 71 DEGREE 15 FEET BY FOOT ONLY. 19 SW OF A ROCK CAIRN WHICH IS ON
 HN0143'A SMALL BUT PROMINENT RED SANDSTONE KNOLL IN THE NW. CORNER. QUARTER
 HN0143'AND APPROX. 800 FT. SE OF THE NW. CORNER OF SECTION 17, T 9 41 S., R.
 HN0143'14 E. A STANDARD DISK SET IN THE TOP OF BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0405 ***********************************************************************
 HN0405  DESIGNATION -  J 144
 HN0405  PID         -  HN0405
 HN0405  STATE/COUNTY-  UT/KANE
 HN0405  COUNTRY     -  US
 HN0405  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0405
 HN0405                         *CURRENT SURVEY CONTROL
 HN0405  ______________________________________________________________________
 HN0405* NAD 83(1986) POSITION- 37 04 27.     (N) 111 28 28.     (W)   SCALED
 HN0405* NAVD 88 ORTHO HEIGHT -  1127.903 (meters)     3700.46  (feet) ADJUSTED
 HN0405  ______________________________________________________________________
 HN0405  GEOID HEIGHT    -        -23.347 (meters)                     GEOID18
 HN0405  DYNAMIC HEIGHT  -       1126.638 (meters)     3696.31  (feet) COMP
 HN0405  MODELED GRAVITY -    979,472.7   (mgal)                       NAVD 88
 HN0405
 HN0405  VERT ORDER      -  FIRST     CLASS II
 HN0405
 HN0405.The horizontal coordinates were scaled from a map and have
 HN0405.an estimated accuracy of +/- 6 seconds.
 HN0405
 HN0405.The orthometric height was determined by differential leveling and
 HN0405.adjusted by the NATIONAL GEODETIC SURVEY
 HN0405.in June 1991.
 HN0405
 HN0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0405.GEOID18 height accuracy estimate available here.
 HN0405
 HN0405.Click photographs - Photos may exist for this station.
 HN0405
 HN0405.The dynamic height is computed by dividing the NAVD 88
 HN0405.geopotential number by the normal gravity value computed on the
 HN0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0405.degrees latitude (g = 980.6199 gals.).
 HN0405
 HN0405.The modeled gravity was interpolated from observed gravity values.
 HN0405
 HN0405;                    North         East    Units  Estimated Accuracy
 HN0405;SPC UT S     - 3,045,230.      502,270.      MT  (+/- 180 meters Scaled)
 HN0405
 HN0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG578032(NAD 83)
 HN0405
 HN0405                          SUPERSEDED SURVEY CONTROL
 HN0405
 HN0405  NGVD 29 (??/??/92) 1127.007  (m)         3697.52   (f) ADJ UNCH    1 2
 HN0405
 HN0405.Superseded values are not recommended for survey control.
 HN0405
 HN0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0405.See file dsdata.pdf to determine how the superseded data were derived.
 HN0405
 HN0405_MARKER: DB = BENCH MARK DISK
 HN0405_SETTING: 66 = SET IN ROCK OUTCROP
 HN0405_STAMPING: J 144 1962
 HN0405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0405+STABILITY: POSITION/ELEVATION WELL
 HN0405
 HN0405  HISTORY     - Date     Condition        Report By
 HN0405  HISTORY     - 1962     MONUMENTED       CGS
 HN0405  HISTORY     - 1977     GOOD             USGS
 HN0405  HISTORY     - 1977     GOOD             USGS
 HN0405
 HN0405                          STATION DESCRIPTION
 HN0405
 HN0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0405'13.05 MI E FROM GLEN CANYON CITY.
 HN0405'ABOUT 10.3 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0405'SERVICE STATION ON U.S. HIGHWAY 89 AT GLEN CANYON CITY.  THENCE 2.75
 HN0405'MILES EAST ALONG THE FLOOR OF A CANYON.  139 FEET NORTHEAST OF THE
 HN0405'CENTER LINE OF THE CANYON FLOOR, SET IN THE TOP OF A SANDSTONE OUTCROP
 HN0405'WHICH IS 20 FEET ABOVE THE CANYON FLOOR, AND 24.5 FEET SOUTH OF A
 HN0405'METAL WITNESS POST.
 HN0405
 HN0405                          STATION RECOVERY (1977)
 HN0405
 HN0405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0405'FROM STOP AND SHOP STORE IN GLEN CANYON CITY GO EAST ALONG A WINDING
 HN0405'DIRT ROAD FOR 9.4 MILES TO THE ROAD JUNCTION OF CROSBY CANYON THEN GO
 HN0405'RIGHT DOWN CROSBY CANYON FOR 3.3 MILES. 40 FEET NORTHEAST OF
 HN0405'CENTERLINE OF ROAD SET IN THE TOP OF A SANDSTONE OUTCROP WHICH IS 20
 HN0405'FEET ABOVE THE CANYON FLOOR, AND 24.5 FEET SOUTH OF A METAL WITNESS
 HN0405'POST.
 HN0405
 HN0405                          STATION RECOVERY (1977)
 HN0405
 HN0405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0405'FROM STOP AND SHOP STORE IN GLEN CANYON CITY GO EAST ALONG A WINDING
 HN0405'DIRT ROAD FOR 9.4 MILES TO THE ROAD JUNCTION OF CROSBY CANYON THEN GO
 HN0405'RIGHT DOWN CROSBY CANYON FOR 3.3 MILES. 40 FEET NORTHEAST OF
 HN0405'CENTERLINE OF ROAD SET IN THE TOP OF A SANDSTONE OUTCROP WHICH IS 20
 HN0405'FEET ABOVE THE CANYON FLOOR, AND 24.5 FEET SOUTH OF A METAL WITNESS
 HN0405'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0207 ***********************************************************************
 HN0207  DESIGNATION -  J 145
 HN0207  PID         -  HN0207
 HN0207  STATE/COUNTY-  UT/KANE
 HN0207  COUNTRY     -  US
 HN0207  USGS QUAD   -  DAVIS GULCH (2017)
 HN0207
 HN0207                         *CURRENT SURVEY CONTROL
 HN0207  ______________________________________________________________________
 HN0207* NAD 83(1986) POSITION- 37 15 40.     (N) 110 55 35.     (W)   SCALED
 HN0207* NAVD 88 ORTHO HEIGHT -  1337.781 (meters)     4389.04  (feet) ADJUSTED
 HN0207  ______________________________________________________________________
 HN0207  GEOID HEIGHT    -        -22.727 (meters)                     GEOID18
 HN0207  DYNAMIC HEIGHT  -       1336.274 (meters)     4384.09  (feet) COMP
 HN0207  MODELED GRAVITY -    979,458.9   (mgal)                       NAVD 88
 HN0207
 HN0207  VERT ORDER      -  FIRST     CLASS II
 HN0207
 HN0207.The horizontal coordinates were scaled from a map and have
 HN0207.an estimated accuracy of +/- 6 seconds.
 HN0207
 HN0207.The orthometric height was determined by differential leveling and
 HN0207.adjusted by the NATIONAL GEODETIC SURVEY
 HN0207.in June 1991.
 HN0207
 HN0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0207.GEOID18 height accuracy estimate available here.
 HN0207
 HN0207.Click photographs - Photos may exist for this station.
 HN0207
 HN0207.The dynamic height is computed by dividing the NAVD 88
 HN0207.geopotential number by the normal gravity value computed on the
 HN0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0207.degrees latitude (g = 980.6199 gals.).
 HN0207
 HN0207.The modeled gravity was interpolated from observed gravity values.
 HN0207
 HN0207;                    North         East    Units  Estimated Accuracy
 HN0207;SPC UT S     - 3,066,130.      550,880.      MT  (+/- 180 meters Scaled)
 HN0207
 HN0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG065238(NAD 83)
 HN0207
 HN0207                          SUPERSEDED SURVEY CONTROL
 HN0207
 HN0207  NGVD 29 (??/??/92) 1336.797  (m)         4385.81   (f) ADJ UNCH    1 2
 HN0207
 HN0207.Superseded values are not recommended for survey control.
 HN0207
 HN0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0207.See file dsdata.pdf to determine how the superseded data were derived.
 HN0207
 HN0207_MARKER: DB = BENCH MARK DISK
 HN0207_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HN0207+WITH SETTING: INFORMATION.
 HN0207_STAMPING: J 145 1962
 HN0207_MARK LOGO: CGS
 HN0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0207
 HN0207  HISTORY     - Date     Condition        Report By
 HN0207  HISTORY     - 1962     MONUMENTED       CGS
 HN0207
 HN0207                          STATION DESCRIPTION
 HN0207
 HN0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0207'1.85 MI W FROM HOLE-IN-THE-ROCK.
 HN0207'1.85 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK, 56
 HN0207'FEET NORTH OF THE CENTERLINE OF THE ROAD, 2.5 FEET SOUTH OF A METAL
 HN0207'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET ON TOP
 HN0207'OF A 5/8 INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 6 FEET
 HN0207'AND WHICH IS ENCASED IN A 6 INCH TILE PROJECTING ABOUT 8 INCHES ABOVE
 HN0207'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0271 ***********************************************************************
 HN0271  DESIGNATION -  J 146
 HN0271  PID         -  HN0271
 HN0271  STATE/COUNTY-  UT/KANE
 HN0271  COUNTRY     -  US
 HN0271  USGS QUAD   -  NASJA MESA (2017)
 HN0271
 HN0271                         *CURRENT SURVEY CONTROL
 HN0271  ______________________________________________________________________
 HN0271* NAD 83(1986) POSITION- 37 12 47.     (N) 110 57 24.     (W)   SCALED
 HN0271* NAVD 88 ORTHO HEIGHT -  1347.623 (meters)     4421.33  (feet) ADJUSTED
 HN0271  ______________________________________________________________________
 HN0271  GEOID HEIGHT    -        -22.766 (meters)                     GEOID18
 HN0271  DYNAMIC HEIGHT  -       1346.018 (meters)     4416.06  (feet) COMP
 HN0271  MODELED GRAVITY -    979,394.6   (mgal)                       NAVD 88
 HN0271
 HN0271  VERT ORDER      -  FIRST     CLASS II
 HN0271
 HN0271.The horizontal coordinates were scaled from a map and have
 HN0271.an estimated accuracy of +/- 6 seconds.
 HN0271
 HN0271.The orthometric height was determined by differential leveling and
 HN0271.adjusted by the NATIONAL GEODETIC SURVEY
 HN0271.in June 1991.
 HN0271
 HN0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0271.GEOID18 height accuracy estimate available here.
 HN0271
 HN0271.Click photographs - Photos may exist for this station.
 HN0271
 HN0271.The dynamic height is computed by dividing the NAVD 88
 HN0271.geopotential number by the normal gravity value computed on the
 HN0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0271.degrees latitude (g = 980.6199 gals.).
 HN0271
 HN0271.The modeled gravity was interpolated from observed gravity values.
 HN0271
 HN0271;                    North         East    Units  Estimated Accuracy
 HN0271;SPC UT S     - 3,060,780.      548,230.      MT  (+/- 180 meters Scaled)
 HN0271
 HN0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG038185(NAD 83)
 HN0271
 HN0271                          SUPERSEDED SURVEY CONTROL
 HN0271
 HN0271  NGVD 29 (??/??/92) 1346.568  (m)         4417.87   (f) ADJ UNCH    1 2
 HN0271
 HN0271.Superseded values are not recommended for survey control.
 HN0271
 HN0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0271.See file dsdata.pdf to determine how the superseded data were derived.
 HN0271
 HN0271_MARKER: DB = BENCH MARK DISK
 HN0271_SETTING: 66 = SET IN ROCK OUTCROP
 HN0271_STAMPING: J 146 1962
 HN0271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0271+STABILITY: POSITION/ELEVATION WELL
 HN0271
 HN0271  HISTORY     - Date     Condition        Report By
 HN0271  HISTORY     - 1962     MONUMENTED       CGS
 HN0271
 HN0271                          STATION DESCRIPTION
 HN0271
 HN0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0271'7.8 MI SW FROM HOLE-IN-THE-ROCK.
 HN0271'7.8 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK.  150
 HN0271'YARDS NORTHEAST OF THE BASE OF A SANDSTONE FORMATION WHICH FORMS A
 HN0271'PROMINENT POINT IN A HIGH ROCK CLIFF, SET IN A ROCK OUTCROP WHICH
 HN0271'PROJECTS 8 INCHES AND IS PAINTED WHITE, 25.0 FEET SOUTHEAST OF A METAL
 HN0271'WITNESS POST, AND 2.0 FEET EAST OF A CAIRN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0111 ***********************************************************************
 HN0111  DESIGNATION -  J 147
 HN0111  PID         -  HN0111
 HN0111  STATE/COUNTY-  UT/SAN JUAN
 HN0111  COUNTRY     -  US
 HN0111  USGS QUAD   -  BURNT SPRING (2017)
 HN0111
 HN0111                         *CURRENT SURVEY CONTROL
 HN0111  ______________________________________________________________________
 HN0111* NAD 83(1986) POSITION- 37 24 18.     (N) 110 27 55.     (W)   SCALED
 HN0111* NAVD 88 ORTHO HEIGHT -  1557.403 (meters)     5109.58  (feet) ADJUSTED
 HN0111  ______________________________________________________________________
 HN0111  GEOID HEIGHT    -        -21.920 (meters)                     GEOID18
 HN0111  DYNAMIC HEIGHT  -       1555.620 (meters)     5103.73  (feet) COMP
 HN0111  MODELED GRAVITY -    979,430.8   (mgal)                       NAVD 88
 HN0111
 HN0111  VERT ORDER      -  FIRST     CLASS II
 HN0111
 HN0111.The horizontal coordinates were scaled from a map and have
 HN0111.an estimated accuracy of +/- 6 seconds.
 HN0111
 HN0111.The orthometric height was determined by differential leveling and
 HN0111.adjusted by the NATIONAL GEODETIC SURVEY
 HN0111.in June 1991.
 HN0111
 HN0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0111.GEOID18 height accuracy estimate available here.
 HN0111
 HN0111.Click photographs - Photos may exist for this station.
 HN0111
 HN0111.The dynamic height is computed by dividing the NAVD 88
 HN0111.geopotential number by the normal gravity value computed on the
 HN0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0111.degrees latitude (g = 980.6199 gals.).
 HN0111
 HN0111.The modeled gravity was interpolated from observed gravity values.
 HN0111
 HN0111;                    North         East    Units  Estimated Accuracy
 HN0111;SPC UT S     - 3,082,450.      591,610.      MT  (+/- 180 meters Scaled)
 HN0111
 HN0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG473399(NAD 83)
 HN0111
 HN0111                          SUPERSEDED SURVEY CONTROL
 HN0111
 HN0111  NGVD 29 (??/??/92) 1556.380  (m)         5106.22   (f) ADJ UNCH    1 2
 HN0111
 HN0111.Superseded values are not recommended for survey control.
 HN0111
 HN0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0111.See file dsdata.pdf to determine how the superseded data were derived.
 HN0111
 HN0111_MARKER: DB = BENCH MARK DISK
 HN0111_SETTING: 66 = SET IN ROCK OUTCROP
 HN0111_STAMPING: J 147 1962
 HN0111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0111+STABILITY: POSITION/ELEVATION WELL
 HN0111
 HN0111  HISTORY     - Date     Condition        Report By
 HN0111  HISTORY     - 1962     MONUMENTED       CGS
 HN0111
 HN0111                          STATION DESCRIPTION
 HN0111
 HN0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0111'45.95 MI SW FROM FRY CANYON.
 HN0111'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0111'AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0111'THENCE 13.95 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH
 HN0111'CLAY HILLS DIVIDE, 6.4 MILES WEST OF GREEN WATER SPRING, ABOUT 260
 HN0111'FEET EAST OF THE CENTERLINE OF A WASH, 33 FEET NORTH OF THE CENTERLINE
 HN0111'OF THE ROAD, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 HN0111'TOP OF A LARGE FLAT SANDSTONE OUTCROP FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0292 ***********************************************************************
 HN0292  DESIGNATION -  J 148
 HN0292  PID         -  HN0292
 HN0292  STATE/COUNTY-  UT/SAN JUAN
 HN0292  COUNTRY     -  US
 HN0292  USGS QUAD   -  HALLS CROSSING NE (2017)
 HN0292
 HN0292                         *CURRENT SURVEY CONTROL
 HN0292  ______________________________________________________________________
 HN0292* NAD 83(1986) POSITION- 37 26 09.     (N) 110 35 33.     (W)   SCALED
 HN0292* NAVD 88 ORTHO HEIGHT -  1282.289 (meters)     4206.98  (feet) ADJUSTED
 HN0292  ______________________________________________________________________
 HN0292  GEOID HEIGHT    -        -22.333 (meters)                     GEOID18
 HN0292  DYNAMIC HEIGHT  -       1280.829 (meters)     4202.19  (feet) COMP
 HN0292  MODELED GRAVITY -    979,448.8   (mgal)                       NAVD 88
 HN0292
 HN0292  VERT ORDER      -  FIRST     CLASS II
 HN0292
 HN0292.The horizontal coordinates were scaled from a map and have
 HN0292.an estimated accuracy of +/- 6 seconds.
 HN0292
 HN0292.The orthometric height was determined by differential leveling and
 HN0292.adjusted by the NATIONAL GEODETIC SURVEY
 HN0292.in June 1991.
 HN0292
 HN0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0292.GEOID18 height accuracy estimate available here.
 HN0292
 HN0292.Click photographs - Photos may exist for this station.
 HN0292
 HN0292.The dynamic height is computed by dividing the NAVD 88
 HN0292.geopotential number by the normal gravity value computed on the
 HN0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0292.degrees latitude (g = 980.6199 gals.).
 HN0292
 HN0292.The modeled gravity was interpolated from observed gravity values.
 HN0292
 HN0292;                    North         East    Units  Estimated Accuracy
 HN0292;SPC UT S     - 3,085,750.      580,310.      MT  (+/- 180 meters Scaled)
 HN0292
 HN0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG360433(NAD 83)
 HN0292
 HN0292                          SUPERSEDED SURVEY CONTROL
 HN0292
 HN0292  NGVD 29 (??/??/92) 1281.253  (m)         4203.58   (f) ADJ UNCH    1 2
 HN0292
 HN0292.Superseded values are not recommended for survey control.
 HN0292
 HN0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0292.See file dsdata.pdf to determine how the superseded data were derived.
 HN0292
 HN0292_MARKER: DB = BENCH MARK DISK
 HN0292_SETTING: 66 = SET IN ROCK OUTCROP
 HN0292_STAMPING: J 148 1962
 HN0292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0292+STABILITY: POSITION/ELEVATION WELL
 HN0292
 HN0292  HISTORY     - Date     Condition        Report By
 HN0292  HISTORY     - 1962     MONUMENTED       CGS
 HN0292
 HN0292                          STATION DESCRIPTION
 HN0292
 HN0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0292'54.5 MI SW FROM FRY CANYON.
 HN0292'12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE AT FRY
 HN0292'CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD. THENCE
 HN0292'15.0 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH CLAY HILLS
 HN0292'DIVIDE.  THENCE 7.5 MILES NORTHWEST ALONG A BULLDOZED ROAD LEADING TO
 HN0292'HALLS CROSSING ON THE COLORADO RIVER, 14.95 MILES WEST OF GREEN WATER
 HN0292'SPRING, ABOUT 0.3 MILE NORTH OF AND ACROSS THE ROAD FROM A FLAT TOPPED
 HN0292'SANDSTONE HILL, 255 FEET NORTH OF THE CENTERLINE OF THE ROAD, 129 FEET
 HN0292'SOUTH-SOUTHWEST OF A SANDSTONE HILL, ABOUT 6 1/2 FEET ABOVE THE LEVEL
 HN0292'OF THE ROAD, AND SET IN THE TOP OF A LARGE SANDSTONE OUTCROP WHICH
 HN0292'PROJECTS ABOUT 5 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0239 ***********************************************************************
 HN0239  DESIGNATION -  J 149
 HN0239  PID         -  HN0239
 HN0239  STATE/COUNTY-  UT/SAN JUAN
 HN0239  COUNTRY     -  US
 HN0239  USGS QUAD   -  ALCOVE CANYON (2017)
 HN0239
 HN0239                         *CURRENT SURVEY CONTROL
 HN0239  ______________________________________________________________________
 HN0239* NAD 83(1986) POSITION- 37 18 28.     (N) 110 40 16.     (W)   SCALED
 HN0239* NAVD 88 ORTHO HEIGHT -  1417.705 (meters)     4651.25  (feet) ADJUSTED
 HN0239  ______________________________________________________________________
 HN0239  GEOID HEIGHT    -        -22.419 (meters)                     GEOID18
 HN0239  DYNAMIC HEIGHT  -       1416.098 (meters)     4645.98  (feet) COMP
 HN0239  MODELED GRAVITY -    979,448.7   (mgal)                       NAVD 88
 HN0239
 HN0239  VERT ORDER      -  FIRST     CLASS II
 HN0239
 HN0239.The horizontal coordinates were scaled from a map and have
 HN0239.an estimated accuracy of +/- 6 seconds.
 HN0239
 HN0239.The orthometric height was determined by differential leveling and
 HN0239.adjusted by the NATIONAL GEODETIC SURVEY
 HN0239.in June 1991.
 HN0239
 HN0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0239.GEOID18 height accuracy estimate available here.
 HN0239
 HN0239.Click photographs - Photos may exist for this station.
 HN0239
 HN0239.The dynamic height is computed by dividing the NAVD 88
 HN0239.geopotential number by the normal gravity value computed on the
 HN0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0239.degrees latitude (g = 980.6199 gals.).
 HN0239
 HN0239.The modeled gravity was interpolated from observed gravity values.
 HN0239
 HN0239;                    North         East    Units  Estimated Accuracy
 HN0239;SPC UT S     - 3,071,480.      573,480.      MT  (+/- 180 meters Scaled)
 HN0239
 HN0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG291290(NAD 83)
 HN0239
 HN0239                          SUPERSEDED SURVEY CONTROL
 HN0239
 HN0239  NGVD 29 (??/??/92) 1416.707  (m)         4647.98   (f) ADJ UNCH    1 2
 HN0239
 HN0239.Superseded values are not recommended for survey control.
 HN0239
 HN0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0239.See file dsdata.pdf to determine how the superseded data were derived.
 HN0239
 HN0239_MARKER: DB = BENCH MARK DISK
 HN0239_SETTING: 66 = SET IN ROCK OUTCROP
 HN0239_STAMPING: J 149 1962
 HN0239_MARK LOGO: CGS
 HN0239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0239+STABILITY: POSITION/ELEVATION WELL
 HN0239
 HN0239  HISTORY     - Date     Condition        Report By
 HN0239  HISTORY     - 1962     MONUMENTED       CGS
 HN0239
 HN0239                          STATION DESCRIPTION
 HN0239
 HN0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0239'64.3 MI SW FROM FRY CANYON.
 HN0239'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0239'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0239'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0239'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0239'TRAIL ROAD, THENCE 9.7 MILES SOUTHWEST ALONG A TRAIL ROAD.  18 FEET
 HN0239'SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A
 HN0239'SANDSTONE LEDGE WHICH IS ON THE NORTHWEST SLOPE OF A SANDSTONE HILL,
 HN0239'9.0 FEET SOUTHEAST OF A METAL WITNESS POST, AND ABOUT 3 FEET ABOVE THE
 HN0239'LEVEL OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0332 ***********************************************************************
 HN0332  DESIGNATION -  J 150
 HN0332  PID         -  HN0332
 HN0332  STATE/COUNTY-  UT/GARFIELD
 HN0332  COUNTRY     -  US
 HN0332  USGS QUAD   -  HALL MESA (2017)
 HN0332
 HN0332                         *CURRENT SURVEY CONTROL
 HN0332  ______________________________________________________________________
 HN0332* NAD 83(1986) POSITION- 37 32 50.     (N) 110 51 31.     (W)   SCALED
 HN0332* NAVD 88 ORTHO HEIGHT -  1144.611 (meters)     3755.28  (feet) ADJUSTED
 HN0332  ______________________________________________________________________
 HN0332  GEOID HEIGHT    -        -22.123 (meters)                     GEOID18
 HN0332  DYNAMIC HEIGHT  -       1143.293 (meters)     3750.95  (feet) COMP
 HN0332  MODELED GRAVITY -    979,441.7   (mgal)                       NAVD 88
 HN0332
 HN0332  VERT ORDER      -  FIRST     CLASS II
 HN0332
 HN0332.The horizontal coordinates were scaled from a map and have
 HN0332.an estimated accuracy of +/- 6 seconds.
 HN0332
 HN0332.The orthometric height was determined by differential leveling and
 HN0332.adjusted by the NATIONAL GEODETIC SURVEY
 HN0332.in June 1991.
 HN0332
 HN0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0332.GEOID18 height accuracy estimate available here.
 HN0332
 HN0332.Click photographs - Photos may exist for this station.
 HN0332
 HN0332.The dynamic height is computed by dividing the NAVD 88
 HN0332.geopotential number by the normal gravity value computed on the
 HN0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0332.degrees latitude (g = 980.6199 gals.).
 HN0332
 HN0332.The modeled gravity was interpolated from observed gravity values.
 HN0332
 HN0332;                    North         East    Units  Estimated Accuracy
 HN0332;SPC UT S     - 3,097,920.      556,680.      MT  (+/- 180 meters Scaled)
 HN0332
 HN0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG124555(NAD 83)
 HN0332
 HN0332                          SUPERSEDED SURVEY CONTROL
 HN0332
 HN0332  NGVD 29 (??/??/92) 1143.517  (m)         3751.69   (f) ADJ UNCH    1 2
 HN0332
 HN0332.Superseded values are not recommended for survey control.
 HN0332
 HN0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0332.See file dsdata.pdf to determine how the superseded data were derived.
 HN0332
 HN0332_MARKER: DB = BENCH MARK DISK
 HN0332_SETTING: 66 = SET IN ROCK OUTCROP
 HN0332_STAMPING: J 150 1962
 HN0332_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0332+STABILITY: POSITION/ELEVATION WELL
 HN0332
 HN0332  HISTORY     - Date     Condition        Report By
 HN0332  HISTORY     - 1962     MONUMENTED       CGS
 HN0332
 HN0332                          STATION DESCRIPTION
 HN0332
 HN0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0332'6.05 MI SE FROM HALL DIVIDE.
 HN0332'ABOUT 6.05 MILES SOUTH-SOUTHEAST ALONG HALL CREEK FROM THE TOP OF HALL
 HN0332'DIVIDE, 77 FEET SOUTHEAST OF THE NORTHWEST POINT OF AN OVERHANGING
 HN0332'ROCK OVER HALL CREEK, 30 FEET WEST OF A 26-INCH FORKED COTTONWOOD
 HN0332'TREE, 13.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 15 FEET ABOVE
 HN0332'THE LEVEL OF THE CREEK BOTTOM, AND SET IN THE TOP OF A SLOPING
 HN0332'SANDSTONE OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0421 ***********************************************************************
 HN0421  DESIGNATION -  J 151
 HN0421  PID         -  HN0421
 HN0421  STATE/COUNTY-  UT/KANE
 HN0421  COUNTRY     -  US
 HN0421  USGS QUAD   -  SMOKY HOLLOW (2017)
 HN0421
 HN0421                         *CURRENT SURVEY CONTROL
 HN0421  ______________________________________________________________________
 HN0421* NAD 83(1986) POSITION- 37 07 58.38   (N) 111 22 33.60   (W)   HD_HELD1
 HN0421* NAVD 88 ORTHO HEIGHT -  1357.929 (meters)     4455.14  (feet) ADJUSTED
 HN0421  ______________________________________________________________________
 HN0421  GEOID HEIGHT    -        -23.193 (meters)                     GEOID18
 HN0421  DYNAMIC HEIGHT  -       1356.301 (meters)     4449.80  (feet) COMP
 HN0421  MODELED GRAVITY -    979,386.7   (mgal)                       NAVD 88
 HN0421
 HN0421  VERT ORDER      -  FIRST     CLASS II
 HN0421
 HN0421.The horizontal coordinates were determined by differentially corrected
 HN0421.hand held GPS observations or other comparable positioning techniques
 HN0421.and have an estimated accuracy of +/- 3 meters.
 HN0421
 HN0421.The orthometric height was determined by differential leveling and
 HN0421.adjusted by the NATIONAL GEODETIC SURVEY
 HN0421.in June 1991.
 HN0421
 HN0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0421.GEOID18 height accuracy estimate available here.
 HN0421
 HN0421.Click photographs - Photos may exist for this station.
 HN0421
 HN0421.The dynamic height is computed by dividing the NAVD 88
 HN0421.geopotential number by the normal gravity value computed on the
 HN0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0421.degrees latitude (g = 980.6199 gals.).
 HN0421
 HN0421.The modeled gravity was interpolated from observed gravity values.
 HN0421
 HN0421;                    North         East    Units  Estimated Accuracy
 HN0421;SPC UT S     - 3,051,749.8     511,018.4     MT  (+/- 3 meters HH1 GPS) 
 HN0421
 HN0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG6660309679(NAD 83)
 HN0421
 HN0421                          SUPERSEDED SURVEY CONTROL
 HN0421
 HN0421  NGVD 29 (??/??/92) 1356.924  (m)         4451.84   (f) ADJ UNCH    1 2
 HN0421
 HN0421.Superseded values are not recommended for survey control.
 HN0421
 HN0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0421.See file dsdata.pdf to determine how the superseded data were derived.
 HN0421
 HN0421_MARKER: DB = BENCH MARK DISK
 HN0421_SETTING: 66 = SET IN ROCK OUTCROP
 HN0421_STAMPING: J 151 1962
 HN0421_MARK LOGO: CGS
 HN0421_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0421+STABILITY: POSITION/ELEVATION WELL
 HN0421
 HN0421  HISTORY     - Date     Condition        Report By
 HN0421  HISTORY     - 1962     MONUMENTED       CGS
 HN0421  HISTORY     - 1979     GOOD             USGS
 HN0421  HISTORY     - 1979     GOOD             USGS
 HN0421
 HN0421                          STATION DESCRIPTION
 HN0421
 HN0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0421'22.25 MI E FROM GLEN CANYON CITY.
 HN0421'ABOUT 17.75 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0421'SERVICE STATION AT GLEN CANYON CITY.  THENCE 4.5 MILES EAST ALONG A
 HN0421'DIM BULLDOZED TRAIL ROAD, ABOUT 0.4 MILE SOUTHWEST OF A POINTED HILL,
 HN0421'ABOUT 0.3 MILE NORTHWEST OF A BUTTE SHAPED HILL, ABOUT 300 FEET WEST
 HN0421'OF A WASH, ON THE CREST OF A SMALL HILL WHICH OVERLOOKS A NARROW WASH
 HN0421'110 FEET TO THE WEST, 56 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 HN0421'7.0 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 HN0421'SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS ABOUT 6 INCHES ABOVE
 HN0421'THE GROUND.
 HN0421
 HN0421                          STATION RECOVERY (1979)
 HN0421
 HN0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HN0421'TO REACH FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E. ON
 HN0421'GRAIDED DIRT ROAD FOR 13.7 MI. TO ROAD FORK WITH SIGN ESCALANTE 88
 HN0421'MI. AND GRAND BENCH 27 MI. GO RIGHT E. ON ROAD FOR 3.2 MI. TO FORK,
 HN0421'GO LEFT E. ON ROAD FOR 3.4 MI. TO BM SITE, 57 FT. N. CTR. ROAD, SET
 HN0421'IN TOP OF A ROCK 6 IN. ABOVE GROUND.
 HN0421
 HN0421                          STATION RECOVERY (1979)
 HN0421
 HN0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HN0421'TO REACH FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E. ON
 HN0421'GRAIDED DIRT ROAD FOR 13.7 MI. TO ROAD FORK WITH SIGN ESCALANTE 88
 HN0421'MI. AND GRAND BENCH 27 MI. GO RIGHT E. ON ROAD FOR 3.2 MI. TO FORK,
 HN0421'GO LEFT E. ON ROAD FOR 3.4 MI. TO BM SITE, 57 FT. N. CTR. ROAD, SET
 HN0421'IN TOP OF A ROCK 6 IN. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0281 ***********************************************************************
 HN0281  DESIGNATION -  J 152
 HN0281  PID         -  HN0281
 HN0281  STATE/COUNTY-  UT/KANE
 HN0281  COUNTRY     -  US
 HN0281  USGS QUAD   -  NASJA MESA (2017)
 HN0281
 HN0281                         *CURRENT SURVEY CONTROL
 HN0281  ______________________________________________________________________
 HN0281* NAD 83(1986) POSITION- 37 09 01.     (N) 110 57 56.     (W)   SCALED
 HN0281* NAVD 88 ORTHO HEIGHT -  1258.903 (meters)     4130.25  (feet) ADJUSTED
 HN0281  ______________________________________________________________________
 HN0281  GEOID HEIGHT    -        -22.855 (meters)                     GEOID18
 HN0281  DYNAMIC HEIGHT  -       1257.355 (meters)     4125.17  (feet) COMP
 HN0281  MODELED GRAVITY -    979,360.4   (mgal)                       NAVD 88
 HN0281
 HN0281  VERT ORDER      -  FIRST     CLASS II
 HN0281
 HN0281.The horizontal coordinates were scaled from a map and have
 HN0281.an estimated accuracy of +/- 6 seconds.
 HN0281
 HN0281.The orthometric height was determined by differential leveling and
 HN0281.adjusted by the NATIONAL GEODETIC SURVEY
 HN0281.in June 1991.
 HN0281
 HN0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0281.GEOID18 height accuracy estimate available here.
 HN0281
 HN0281.Click photographs - Photos may exist for this station.
 HN0281
 HN0281.The dynamic height is computed by dividing the NAVD 88
 HN0281.geopotential number by the normal gravity value computed on the
 HN0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0281.degrees latitude (g = 980.6199 gals.).
 HN0281
 HN0281.The modeled gravity was interpolated from observed gravity values.
 HN0281
 HN0281;                    North         East    Units  Estimated Accuracy
 HN0281;SPC UT S     - 3,053,810.      547,480.      MT  (+/- 180 meters Scaled)
 HN0281
 HN0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG030115(NAD 83)
 HN0281
 HN0281                          SUPERSEDED SURVEY CONTROL
 HN0281
 HN0281  NGVD 29 (??/??/92) 1257.804  (m)         4126.65   (f) ADJ UNCH    1 2
 HN0281
 HN0281.Superseded values are not recommended for survey control.
 HN0281
 HN0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0281.See file dsdata.pdf to determine how the superseded data were derived.
 HN0281
 HN0281_MARKER: DB = BENCH MARK DISK
 HN0281_SETTING: 66 = SET IN ROCK OUTCROP
 HN0281_STAMPING: J 152 1962
 HN0281_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0281+STABILITY: POSITION/ELEVATION WELL
 HN0281
 HN0281  HISTORY     - Date     Condition        Report By
 HN0281  HISTORY     - 1962     MONUMENTED       CGS
 HN0281
 HN0281                          STATION DESCRIPTION
 HN0281
 HN0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0281'14.15 MI SW FROM HOLE-IN-THE-ROCK.
 HN0281'14.15 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK.  ON
 HN0281'THE CREST OF A SMALL HILL WHICH IS ON THE SOUTHWEST SIDE OF THE CANYON
 HN0281'IN NAVAJO VALLEY, SET IN SANDSTONE ROCK, 34.7 FEET WEST OF A METAL
 HN0281'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0462 ***********************************************************************
 HN0462  DESIGNATION -  J 153
 HN0462  PID         -  HN0462
 HN0462  STATE/COUNTY-  UT/KANE
 HN0462  COUNTRY     -  US
 HN0462  USGS QUAD   -  NAVAJO POINT (2017)
 HN0462
 HN0462                         *CURRENT SURVEY CONTROL
 HN0462  ______________________________________________________________________
 HN0462* NAD 83(1986) POSITION- 37 10 32.     (N) 111 00 47.     (W)   SCALED
 HN0462* NAVD 88 ORTHO HEIGHT -  1940.781 (meters)     6367.38  (feet) ADJUSTED
 HN0462  ______________________________________________________________________
 HN0462  GEOID HEIGHT    -        -22.755 (meters)                     GEOID18
 HN0462  DYNAMIC HEIGHT  -       1938.369 (meters)     6359.47  (feet) COMP
 HN0462  MODELED GRAVITY -    979,318.8   (mgal)                       NAVD 88
 HN0462
 HN0462  VERT ORDER      -  FIRST     CLASS II
 HN0462
 HN0462.The horizontal coordinates were scaled from a map and have
 HN0462.an estimated accuracy of +/- 6 seconds.
 HN0462
 HN0462.The orthometric height was determined by differential leveling and
 HN0462.adjusted by the NATIONAL GEODETIC SURVEY
 HN0462.in June 1991.
 HN0462
 HN0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0462.GEOID18 height accuracy estimate available here.
 HN0462
 HN0462.Click photographs - Photos may exist for this station.
 HN0462
 HN0462.The dynamic height is computed by dividing the NAVD 88
 HN0462.geopotential number by the normal gravity value computed on the
 HN0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0462.degrees latitude (g = 980.6199 gals.).
 HN0462
 HN0462.The modeled gravity was interpolated from observed gravity values.
 HN0462
 HN0462;                    North         East    Units  Estimated Accuracy
 HN0462;SPC UT S     - 3,056,590.      543,240.      MT  (+/- 180 meters Scaled)
 HN0462
 HN0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG988143(NAD 83)
 HN0462
 HN0462                          SUPERSEDED SURVEY CONTROL
 HN0462
 HN0462  NGVD 29 (??/??/92) 1939.742  (m)         6363.97   (f) ADJ UNCH    1 2
 HN0462
 HN0462.Superseded values are not recommended for survey control.
 HN0462
 HN0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0462.See file dsdata.pdf to determine how the superseded data were derived.
 HN0462
 HN0462_MARKER: DB = BENCH MARK DISK
 HN0462_SETTING: 66 = SET IN ROCK OUTCROP
 HN0462_STAMPING: J 153 1962
 HN0462_MARK LOGO: CGS
 HN0462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0462+STABILITY: POSITION/ELEVATION WELL
 HN0462
 HN0462  HISTORY     - Date     Condition        Report By
 HN0462  HISTORY     - 1962     MONUMENTED       CGS
 HN0462
 HN0462                          STATION DESCRIPTION
 HN0462
 HN0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0462'15.75 MI SW FROM HOLE IN THE ROCK.
 HN0462'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0462'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0462'CABIN.  THENCE  ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0462'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0462'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0462'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0462'PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0462'HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0462'CLIFFS.  THENCE 2.4 MILES SOUTH-SOUTHEAST ALONG A COW PATH.  THENCE
 HN0462'1.6 MILES SOUTH ACROSS ROCKY COUNTRY TOWARDS NAVAJO POINT, 22 FEET
 HN0462'NORTHEAST OF A 6-INCH CEDAR TREE, 12.8 FEET WEST OF A METAL WITNESS
 HN0462'POST, AND SET IN THE TOP OF THE EAST END OF A LARGE ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0333 ***********************************************************************
 MS0333  DESIGNATION -  J 154
 MS0333  PID         -  MS0333
 MS0333  STATE/COUNTY-  UT/BOX ELDER
 MS0333  COUNTRY     -  US
 MS0333  USGS QUAD   -  MEADOW SPRING (2017)
 MS0333
 MS0333                         *CURRENT SURVEY CONTROL
 MS0333  ______________________________________________________________________
 MS0333* NAD 83(1986) POSITION- 41 15 59.     (N) 113 10 39.     (W)   SCALED
 MS0333* NAVD 88 ORTHO HEIGHT -  1287.672 (meters)     4224.64  (feet) ADJUSTED
 MS0333  ______________________________________________________________________
 MS0333  GEOID HEIGHT    -        -16.845 (meters)                     GEOID18
 MS0333  DYNAMIC HEIGHT  -       1286.777 (meters)     4221.70  (feet) COMP
 MS0333  MODELED GRAVITY -    979,884.0   (mgal)                       NAVD 88
 MS0333
 MS0333  VERT ORDER      -  SECOND    CLASS 0
 MS0333
 MS0333.The horizontal coordinates were scaled from a map and have
 MS0333.an estimated accuracy of +/- 6 seconds.
 MS0333
 MS0333.The orthometric height was determined by differential leveling and
 MS0333.adjusted by the NATIONAL GEODETIC SURVEY
 MS0333.in June 1991.
 MS0333
 MS0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0333.GEOID18 height accuracy estimate available here.
 MS0333
 MS0333.Click photographs - Photos may exist for this station.
 MS0333
 MS0333.The dynamic height is computed by dividing the NAVD 88
 MS0333.geopotential number by the normal gravity value computed on the
 MS0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0333.degrees latitude (g = 980.6199 gals.).
 MS0333
 MS0333.The modeled gravity was interpolated from observed gravity values.
 MS0333
 MS0333;                    North         East    Units  Estimated Accuracy
 MS0333;SPC UT N     - 1,104,970.      359,450.      MT  (+/- 180 meters Scaled)
 MS0333
 MS0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL176706(NAD 83)
 MS0333
 MS0333                          SUPERSEDED SURVEY CONTROL
 MS0333
 MS0333  NGVD 29 (??/??/92) 1286.685  (m)         4221.40   (f) ADJ UNCH    2 0
 MS0333
 MS0333.Superseded values are not recommended for survey control.
 MS0333
 MS0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0333.See file dsdata.pdf to determine how the superseded data were derived.
 MS0333
 MS0333_MARKER: DB = BENCH MARK DISK
 MS0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0333_STAMPING: J 154 1966
 MS0333_MARK LOGO: CGS
 MS0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0333+STABILITY: SURFACE MOTION
 MS0333
 MS0333  HISTORY     - Date     Condition        Report By
 MS0333  HISTORY     - 1966     MONUMENTED       CGS
 MS0333
 MS0333                          STATION DESCRIPTION
 MS0333
 MS0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0333'2.95 MI W FROM HOGUP.
 MS0333'2.95 MILES WEST ALONG SOUTHERN PACIFIC RAILROAD FROM THE STOCK PENS AT
 MS0333'HOGUP, 2 FEET WEST OF THE SECOND POLE EAST OF MILE POST 718, 2.5 FEET
 MS0333'EAST OF A WITNESS POST, 59.6 FEET NORTH OF THE NORTH RAIL, ABOUT 2 1/2
 MS0333'FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING
 MS0333'0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0419 ***********************************************************************
 MS0419  DESIGNATION -  J 155
 MS0419  PID         -  MS0419
 MS0419  STATE/COUNTY-  UT/BOX ELDER
 MS0419  COUNTRY     -  US
 MS0419  USGS QUAD   -  JACKSON (2017)
 MS0419
 MS0419                         *CURRENT SURVEY CONTROL
 MS0419  ______________________________________________________________________
 MS0419* NAD 83(1986) POSITION- 41 18 57.     (N) 113 38 13.     (W)   SCALED
 MS0419* NAVD 88 ORTHO HEIGHT -  1291.645 (meters)     4237.67  (feet) ADJUSTED
 MS0419  ______________________________________________________________________
 MS0419  GEOID HEIGHT    -        -16.932 (meters)                     GEOID18
 MS0419  DYNAMIC HEIGHT  -       1290.738 (meters)     4234.70  (feet) COMP
 MS0419  MODELED GRAVITY -    979,876.5   (mgal)                       NAVD 88
 MS0419
 MS0419  VERT ORDER      -  SECOND    CLASS 0
 MS0419
 MS0419.The horizontal coordinates were scaled from a map and have
 MS0419.an estimated accuracy of +/- 6 seconds.
 MS0419
 MS0419.The orthometric height was determined by differential leveling and
 MS0419.adjusted by the NATIONAL GEODETIC SURVEY
 MS0419.in June 1991.
 MS0419
 MS0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0419.GEOID18 height accuracy estimate available here.
 MS0419
 MS0419.Click photographs - Photos may exist for this station.
 MS0419
 MS0419.The dynamic height is computed by dividing the NAVD 88
 MS0419.geopotential number by the normal gravity value computed on the
 MS0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0419.degrees latitude (g = 980.6199 gals.).
 MS0419
 MS0419.The modeled gravity was interpolated from observed gravity values.
 MS0419
 MS0419;                    North         East    Units  Estimated Accuracy
 MS0419;SPC UT N     - 1,111,310.      321,090.      MT  (+/- 180 meters Scaled)
 MS0419
 MS0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL792771(NAD 83)
 MS0419
 MS0419                          SUPERSEDED SURVEY CONTROL
 MS0419
 MS0419  NGVD 29 (??/??/92) 1290.65   (m)         4234.4    (f) COMPUTED    2 0
 MS0419
 MS0419.Superseded values are not recommended for survey control.
 MS0419
 MS0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0419.See file dsdata.pdf to determine how the superseded data were derived.
 MS0419
 MS0419_MARKER: DB = BENCH MARK DISK
 MS0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0419_STAMPING: J 155 1966
 MS0419_MARK LOGO: CGS
 MS0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0419+STABILITY: SURFACE MOTION
 MS0419
 MS0419  HISTORY     - Date     Condition        Report By
 MS0419  HISTORY     - 1966     MONUMENTED       CGS
 MS0419
 MS0419                          STATION DESCRIPTION
 MS0419
 MS0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0419'14.55 MI E FROM LUCIN.
 MS0419'14.55 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE CROSSING
 MS0419'OF STATE HIGHWAY 70 AT LUCIN, 1 1/2 FEET EAST OF THE THIRD POLE WEST
 MS0419'OF MILE POST 694, 58.4 FEET NORTH OF THE NORTH RAIL, 28.4 FEET NORTH
 MS0419'OF THE NORTH RAIL OF A SIDE TRACK, 1.6 FEET WEST OF A WITNESS POST,
 MS0419'ABOUT 2 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST
 MS0419'PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0163 ***********************************************************************
 LO0163  DESIGNATION -  J 159
 LO0163  PID         -  LO0163
 LO0163  STATE/COUNTY-  UT/WASATCH
 LO0163  COUNTRY     -  US
 LO0163  USGS QUAD   -  MIRROR LAKE (2017)
 LO0163
 LO0163                         *CURRENT SURVEY CONTROL
 LO0163  ______________________________________________________________________
 LO0163* NAD 83(1986) POSITION- 40 39 25.     (N) 110 56 41.     (W)   SCALED
 LO0163* NAVD 88 ORTHO HEIGHT -  2850.579 (meters)     9352.27  (feet) ADJUSTED
 LO0163  ______________________________________________________________________
 LO0163  GEOID HEIGHT    -        -13.111 (meters)                     GEOID18
 LO0163  DYNAMIC HEIGHT  -       2847.523 (meters)     9342.25  (feet) COMP
 LO0163  MODELED GRAVITY -    979,447.6   (mgal)                       NAVD 88
 LO0163
 LO0163  VERT ORDER      -  SECOND    CLASS 0
 LO0163
 LO0163.The horizontal coordinates were scaled from a map and have
 LO0163.an estimated accuracy of +/- 6 seconds.
 LO0163
 LO0163.The orthometric height was determined by differential leveling and
 LO0163.adjusted by the NATIONAL GEODETIC SURVEY
 LO0163.in June 1991.
 LO0163
 LO0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0163.GEOID18 height accuracy estimate available here.
 LO0163
 LO0163.Click photographs - Photos may exist for this station.
 LO0163
 LO0163.The dynamic height is computed by dividing the NAVD 88
 LO0163.geopotential number by the normal gravity value computed on the
 LO0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0163.degrees latitude (g = 980.6199 gals.).
 LO0163
 LO0163.The modeled gravity was interpolated from observed gravity values.
 LO0163
 LO0163;                    North         East    Units  Estimated Accuracy
 LO0163;SPC UT C     - 2,258,120.      546,960.      MT  (+/- 180 meters Scaled)
 LO0163
 LO0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL046006(NAD 83)
 LO0163
 LO0163                          SUPERSEDED SURVEY CONTROL
 LO0163
 LO0163  NGVD 29 (??/??/92) 2849.033  (m)         9347.20   (f) ADJ UNCH    2 0
 LO0163
 LO0163.Superseded values are not recommended for survey control.
 LO0163
 LO0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0163.See file dsdata.pdf to determine how the superseded data were derived.
 LO0163
 LO0163_MARKER: DB = BENCH MARK DISK
 LO0163_SETTING: 66 = SET IN ROCK OUTCROP
 LO0163_STAMPING: J 159 1962
 LO0163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0163+STABILITY: POSITION/ELEVATION WELL
 LO0163
 LO0163  HISTORY     - Date     Condition        Report By
 LO0163  HISTORY     - 1962     MONUMENTED       CGS
 LO0163
 LO0163                          STATION DESCRIPTION
 LO0163
 LO0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0163'24.55 MI NE FROM KAMAS.
 LO0163'24.55 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF
 LO0163'U.S. HIGHWAY 189 ALTERNATE AT KAMAS, 0.05 MILE SOUTHEAST OF THE
 LO0163'JUNCTION OF A ROAD LEADING TO UPPER PROVO RIVER FALLS, SET VERTICALLY
 LO0163'IN THE WEST FACE OF A LARGE OUTCROP, 25 FEET EAST OF THE CENTER LINE
 LO0163'OF THE HIGHWAY, 33 FEET NORTH OF THE NORTH END OF THE CONCRETE HEAD
 LO0163'WALL OF A 36-INCH PIPE CULVERT, ABOUT 1 1/2 FEET HIGHER THEN THE
 LO0163'HIGHWAY, AND 1.7 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0025 ***********************************************************************
 KN0025  DESIGNATION -  J 16
 KN0025  PID         -  KN0025
 KN0025  STATE/COUNTY-  UT/EMERY
 KN0025  COUNTRY     -  US
 KN0025  USGS QUAD   -  CLIFF (2017)
 KN0025
 KN0025                         *CURRENT SURVEY CONTROL
 KN0025  ______________________________________________________________________
 KN0025* NAD 83(1986) POSITION- 39 13 15.     (N) 110 21 11.     (W)   SCALED
 KN0025* NAVD 88 ORTHO HEIGHT -  1438.585 (meters)     4719.76  (feet) ADJUSTED
 KN0025  ______________________________________________________________________
 KN0025  GEOID HEIGHT    -        -19.043 (meters)                     GEOID18
 KN0025  DYNAMIC HEIGHT  -       1437.180 (meters)     4715.15  (feet) COMP
 KN0025  MODELED GRAVITY -    979,600.8   (mgal)                       NAVD 88
 KN0025
 KN0025  VERT ORDER      -  FIRST     CLASS II
 KN0025
 KN0025.The horizontal coordinates were scaled from a map and have
 KN0025.an estimated accuracy of +/- 6 seconds.
 KN0025
 KN0025.The orthometric height was determined by differential leveling and
 KN0025.adjusted by the NATIONAL GEODETIC SURVEY
 KN0025.in June 1991.
 KN0025
 KN0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0025.GEOID18 height accuracy estimate available here.
 KN0025
 KN0025.Click photographs - Photos may exist for this station.
 KN0025
 KN0025.The dynamic height is computed by dividing the NAVD 88
 KN0025.geopotential number by the normal gravity value computed on the
 KN0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0025.degrees latitude (g = 980.6199 gals.).
 KN0025
 KN0025.The modeled gravity was interpolated from observed gravity values.
 KN0025
 KN0025;                    North         East    Units  Estimated Accuracy
 KN0025;SPC UT C     - 2,099,170.      599,040.      MT  (+/- 180 meters Scaled)
 KN0025
 KN0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ558414(NAD 83)
 KN0025
 KN0025                          SUPERSEDED SURVEY CONTROL
 KN0025
 KN0025  NGVD 29 (??/??/92) 1437.567  (m)         4716.42   (f) ADJ UNCH    1 2
 KN0025
 KN0025.Superseded values are not recommended for survey control.
 KN0025
 KN0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0025.See file dsdata.pdf to determine how the superseded data were derived.
 KN0025
 KN0025_MARKER: DB = BENCH MARK DISK
 KN0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0025_STAMPING: 4716.418 J 16 1927
 KN0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0025+STABILITY: SURFACE MOTION
 KN0025
 KN0025  HISTORY     - Date     Condition        Report By
 KN0025  HISTORY     - 1927     MONUMENTED       CGS
 KN0025  HISTORY     - 1934     GOOD             CGS
 KN0025
 KN0025                          STATION DESCRIPTION
 KN0025
 KN0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0025'3.2 MI SE FROM WOODSIDE.
 KN0025'3.2 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0025'FROM WOODSIDE, EMERY COUNTY, 0.5 MILE NORTH OF MILEPOST 577, 92 FEET
 KN0025'EAST OF THE CENTERLINE OF THE TRACK, AND 9 FEET WEST OF THE EAST
 KN0025'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 4716.418 J 16 1927 AND
 KN0025'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0177 ***********************************************************************
 LO0177  DESIGNATION -  J 160
 LO0177  PID         -  LO0177
 LO0177  STATE/COUNTY-  UT/DUCHESNE
 LO0177  COUNTRY     -  US
 LO0177  USGS QUAD   -  MIRROR LAKE (2017)
 LO0177
 LO0177                         *CURRENT SURVEY CONTROL
 LO0177  ______________________________________________________________________
 LO0177* NAD 83(1986) POSITION- 40 42 32.1    (N) 110 53 38.9    (W)   HD_HELD2
 LO0177* NAVD 88 ORTHO HEIGHT -  3091.759 (meters)    10143.55  (feet) ADJUSTED
 LO0177  ______________________________________________________________________
 LO0177  GEOID HEIGHT    -        -12.823 (meters)                     GEOID18
 LO0177  DYNAMIC HEIGHT  -       3088.380 (meters)    10132.46  (feet) COMP
 LO0177  MODELED GRAVITY -    979,417.0   (mgal)                       NAVD 88
 LO0177
 LO0177  VERT ORDER      -  SECOND    CLASS 0
 LO0177
 LO0177.The horizontal coordinates were established by autonomous hand held GPS
 LO0177.observations and have an estimated accuracy of +/- 10 meters.
 LO0177
 LO0177.The orthometric height was determined by differential leveling and
 LO0177.adjusted by the NATIONAL GEODETIC SURVEY
 LO0177.in June 1991.
 LO0177
 LO0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0177.GEOID18 height accuracy estimate available here.
 LO0177
 LO0177.Click photographs - Photos may exist for this station.
 LO0177
 LO0177.The dynamic height is computed by dividing the NAVD 88
 LO0177.geopotential number by the normal gravity value computed on the
 LO0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0177.degrees latitude (g = 980.6199 gals.).
 LO0177
 LO0177.The modeled gravity was interpolated from observed gravity values.
 LO0177
 LO0177;                    North         East    Units  Estimated Accuracy
 LO0177;SPC UT C     - 2,263,920.      551,198.      MT  (+/- 10 meters HH2 GPS)
 LO0177
 LO0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL0894206450(NAD 83)
 LO0177
 LO0177                          SUPERSEDED SURVEY CONTROL
 LO0177
 LO0177  NGVD 29 (??/??/92) 3090.160  (m)        10138.30   (f) ADJ UNCH    2 0
 LO0177
 LO0177.Superseded values are not recommended for survey control.
 LO0177
 LO0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0177.See file dsdata.pdf to determine how the superseded data were derived.
 LO0177
 LO0177_MARKER: DB = BENCH MARK DISK
 LO0177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0177_SP_SET: CULVERT
 LO0177_STAMPING: J 160 1962
 LO0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0177
 LO0177  HISTORY     - Date     Condition        Report By
 LO0177  HISTORY     - 1962     MONUMENTED       CGS
 LO0177
 LO0177                          STATION DESCRIPTION
 LO0177
 LO0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0177'32.65 MI NE FROM KAMAS.
 LO0177'32.65 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF
 LO0177'U.S. HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP OF THE SOUTH-SOUTHWEST
 LO0177'END OF THE WEST-NORTHWEST CONCRETE HEAD WALL OF A 24-INCH PIPE
 LO0177'CULVERT, 22 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 LO0177'ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0332 ***********************************************************************
 LO0332  DESIGNATION -  J 161
 LO0332  PID         -  LO0332
 LO0332  STATE/COUNTY-  UT/SUMMIT
 LO0332  COUNTRY     -  US
 LO0332  USGS QUAD   -  TURNER HOLLOW (2017)
 LO0332
 LO0332                         *CURRENT SURVEY CONTROL
 LO0332  ______________________________________________________________________
 LO0332* NAD 83(1986) POSITION- 40 55 06.1    (N) 111 20 01.7    (W)   HD_HELD2
 LO0332* NAVD 88 ORTHO HEIGHT -  1782.290 (meters)     5847.40  (feet) ADJUSTED
 LO0332  ______________________________________________________________________
 LO0332  GEOID HEIGHT    -        -15.642 (meters)                     GEOID18
 LO0332  DYNAMIC HEIGHT  -       1780.683 (meters)     5842.12  (feet) COMP
 LO0332  MODELED GRAVITY -    979,660.4   (mgal)                       NAVD 88
 LO0332
 LO0332  VERT ORDER      -  SECOND    CLASS 0
 LO0332
 LO0332.The horizontal coordinates were established by autonomous hand held GPS
 LO0332.observations and have an estimated accuracy of +/- 10 meters.
 LO0332
 LO0332.The orthometric height was determined by differential leveling and
 LO0332.adjusted by the NATIONAL GEODETIC SURVEY
 LO0332.in June 1991.
 LO0332
 LO0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0332.GEOID18 height accuracy estimate available here.
 LO0332
 LO0332.Click photographs - Photos may exist for this station.
 LO0332
 LO0332.The dynamic height is computed by dividing the NAVD 88
 LO0332.geopotential number by the normal gravity value computed on the
 LO0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0332.degrees latitude (g = 980.6199 gals.).
 LO0332
 LO0332.The modeled gravity was interpolated from observed gravity values.
 LO0332
 LO0332;                    North         East    Units  Estimated Accuracy
 LO0332;SPC UT N     - 1,064,980.      514,000.      MT  (+/- 10 meters HH2 GPS)
 LO0332
 LO0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL7189129748(NAD 83)
 LO0332
 LO0332                          SUPERSEDED SURVEY CONTROL
 LO0332
 LO0332  NGVD 29 (??/??/92) 1781.001  (m)         5843.17   (f) ADJ UNCH    2 0
 LO0332
 LO0332.Superseded values are not recommended for survey control.
 LO0332
 LO0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0332.See file dsdata.pdf to determine how the superseded data were derived.
 LO0332
 LO0332_MARKER: DB = BENCH MARK DISK
 LO0332_SETTING: 80 = SET IN A BOULDER
 LO0332_STAMPING: J 161 1962
 LO0332_MARK LOGO: CGS
 LO0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0332+STABILITY: SURFACE MOTION
 LO0332
 LO0332  HISTORY     - Date     Condition        Report By
 LO0332  HISTORY     - 1962     MONUMENTED       CGS
 LO0332  HISTORY     - 20120424 MARK NOT FOUND   GEOCAC
 LO0332
 LO0332                          STATION DESCRIPTION
 LO0332
 LO0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0332'3.95 MI E FROM COALVILLE.
 LO0332'3.95 MILES EAST ALONG STATE HIGHWAY 133 FROM THE COURT HOUSE AT
 LO0332'COALVILLE, 0.1 MILE WEST OF MILEPOST 4, ON THE EAST BANK OF A SMALL
 LO0332'CREEK, SET VERTICALLY IN THE SOUTH FACE OF A 5- BY- 6-FOOT BOULDER
 LO0332'WHICH PROJECTS ABOUT 0.4 FOOT ABOVE THE GROUND, 45 FEET NORTH OF THE
 LO0332'CENTER LINE OF THE HIGHWAY, 4 FEET SOUTH OF A FENCE, 5.8 FEET
 LO0332'NORTHWEST OF A WITNESS POST, AND ABOUT 8 FEET HIGHER THAN THE HIGHWAY.
 LO0332
 LO0332                          STATION RECOVERY (2012)
 LO0332
 LO0332'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 LO0332'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0199 ***********************************************************************
 LO0199  DESIGNATION -  J 162
 LO0199  PID         -  LO0199
 LO0199  STATE/COUNTY-  UT/SUMMIT
 LO0199  COUNTRY     -  US
 LO0199  USGS QUAD   -  DEADMAN MOUNTAIN (2017)
 LO0199
 LO0199                         *CURRENT SURVEY CONTROL
 LO0199  ______________________________________________________________________
 LO0199* NAD 83(1986) POSITION- 40 54 38.     (N) 110 49 47.     (W)   SCALED
 LO0199* NAVD 88 ORTHO HEIGHT -  2542.684 (meters)     8342.12  (feet) ADJUSTED
 LO0199  ______________________________________________________________________
 LO0199  GEOID HEIGHT    -        -13.311 (meters)                     GEOID18
 LO0199  DYNAMIC HEIGHT  -       2540.092 (meters)     8333.62  (feet) COMP
 LO0199  MODELED GRAVITY -    979,512.6   (mgal)                       NAVD 88
 LO0199
 LO0199  VERT ORDER      -  SECOND    CLASS 0
 LO0199
 LO0199.The horizontal coordinates were scaled from a map and have
 LO0199.an estimated accuracy of +/- 6 seconds.
 LO0199
 LO0199.The orthometric height was determined by differential leveling and
 LO0199.adjusted by the NATIONAL GEODETIC SURVEY
 LO0199.in June 1991.
 LO0199
 LO0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0199.GEOID18 height accuracy estimate available here.
 LO0199
 LO0199.Click photographs - Photos may exist for this station.
 LO0199
 LO0199.The dynamic height is computed by dividing the NAVD 88
 LO0199.geopotential number by the normal gravity value computed on the
 LO0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0199.degrees latitude (g = 980.6199 gals.).
 LO0199
 LO0199.The modeled gravity was interpolated from observed gravity values.
 LO0199
 LO0199;                    North         East    Units  Estimated Accuracy
 LO0199;SPC UT N     - 1,064,320.      556,470.      MT  (+/- 180 meters Scaled)
 LO0199
 LO0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL143288(NAD 83)
 LO0199
 LO0199                          SUPERSEDED SURVEY CONTROL
 LO0199
 LO0199  NGVD 29 (??/??/92) 2541.162  (m)         8337.13   (f) ADJ UNCH    2 0
 LO0199
 LO0199.Superseded values are not recommended for survey control.
 LO0199
 LO0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0199.See file dsdata.pdf to determine how the superseded data were derived.
 LO0199
 LO0199_MARKER: DD = SURVEY DISK
 LO0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0199_SP_SET: BRIDGE
 LO0199_STAMPING: J 162
 LO0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0199
 LO0199  HISTORY     - Date     Condition        Report By
 LO0199  HISTORY     - UNK      MONUMENTED       BPR
 LO0199  HISTORY     - 1962     GOOD             CGS
 LO0199
 LO0199                          STATION DESCRIPTION
 LO0199
 LO0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0199'49.7 MI NE FROM KAMAS.
 LO0199'49.7 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0199'HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP OF THE SOUTH END OF THE
 LO0199'EAST CONCRETE CURB OF BRIDGE 48.6 OVER EAST FORK BEAR RIVER, 15 FEET
 LO0199'EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN
 LO0199'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0588 ***********************************************************************
 HN0588  DESIGNATION -  J 163
 HN0588  PID         -  HN0588
 HN0588  STATE/COUNTY-  UT/GARFIELD
 HN0588  COUNTRY     -  US
 HN0588  USGS QUAD   -  POSY LAKE (2017)
 HN0588
 HN0588                         *CURRENT SURVEY CONTROL
 HN0588  ______________________________________________________________________
 HN0588* NAD 83(1986) POSITION- 37 55 48.     (N) 111 41 02.     (W)   SCALED
 HN0588* NAVD 88 ORTHO HEIGHT -  2521.492 (meters)     8272.59  (feet) ADJUSTED
 HN0588  ______________________________________________________________________
 HN0588  GEOID HEIGHT    -        -18.740 (meters)                     GEOID18
 HN0588  DYNAMIC HEIGHT  -       2518.281 (meters)     8262.06  (feet) COMP
 HN0588  MODELED GRAVITY -    979,264.5   (mgal)                       NAVD 88
 HN0588
 HN0588  VERT ORDER      -  SECOND    CLASS 0
 HN0588
 HN0588.The horizontal coordinates were scaled from a map and have
 HN0588.an estimated accuracy of +/- 6 seconds.
 HN0588
 HN0588.The orthometric height was determined by differential leveling and
 HN0588.adjusted by the NATIONAL GEODETIC SURVEY
 HN0588.in June 1991.
 HN0588
 HN0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0588.GEOID18 height accuracy estimate available here.
 HN0588
 HN0588.Click photographs - Photos may exist for this station.
 HN0588
 HN0588.The dynamic height is computed by dividing the NAVD 88
 HN0588.geopotential number by the normal gravity value computed on the
 HN0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0588.degrees latitude (g = 980.6199 gals.).
 HN0588
 HN0588.The modeled gravity was interpolated from observed gravity values.
 HN0588
 HN0588;                    North         East    Units  Estimated Accuracy
 HN0588;SPC UT S     - 3,140,230.      483,830.      MT  (+/- 180 meters Scaled)
 HN0588
 HN0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG398982(NAD 83)
 HN0588
 HN0588                          SUPERSEDED SURVEY CONTROL
 HN0588
 HN0588  NGVD 29 (??/??/92) 2520.091  (m)         8268.00   (f) ADJ UNCH    2 0
 HN0588
 HN0588.Superseded values are not recommended for survey control.
 HN0588
 HN0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0588.See file dsdata.pdf to determine how the superseded data were derived.
 HN0588
 HN0588_MARKER: DB = BENCH MARK DISK
 HN0588_SETTING: 80 = SET IN A BOULDER
 HN0588_STAMPING: J 163 1962
 HN0588_MARK LOGO: CGS
 HN0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0588+STABILITY: SURFACE MOTION
 HN0588
 HN0588  HISTORY     - Date     Condition        Report By
 HN0588  HISTORY     - 1962     MONUMENTED       CGS
 HN0588  HISTORY     - 1963     GOOD             CGS
 HN0588
 HN0588                          STATION DESCRIPTION
 HN0588
 HN0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0588'14.45 MI N FROM ESCALANTE.
 HN0588'14.45 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 HN0588'ESCALANTE, NEAR THE WEST EDGE OF A LARGE CLEARING, IN A GROVE OF ASPEN
 HN0588'TREES, IN THE TOP OF A 3- BY 4-FOOT BOULDER WHICH PROJECTS ABOUT 1
 HN0588'FOOT ABOVE THE GROUND, 68 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 HN0588'2.2 FEET WEST OF A WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN THE
 HN0588'ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0653 ***********************************************************************
 HN0653  DESIGNATION -  J 164
 HN0653  PID         -  HN0653
 HN0653  STATE/COUNTY-  UT/GARFIELD
 HN0653  COUNTRY     -  US
 HN0653  USGS QUAD   -  UPPER VALLEY (2017)
 HN0653
 HN0653                         *CURRENT SURVEY CONTROL
 HN0653  ______________________________________________________________________
 HN0653* NAD 83(1986) POSITION- 37 38 54.     (N) 111 50 41.     (W)   SCALED
 HN0653* NAVD 88 ORTHO HEIGHT -  2272.960 (meters)     7457.20  (feet) ADJUSTED
 HN0653  ______________________________________________________________________
 HN0653  GEOID HEIGHT    -        -20.156 (meters)                     GEOID18
 HN0653  DYNAMIC HEIGHT  -       2270.108 (meters)     7447.85  (feet) COMP
 HN0653  MODELED GRAVITY -    979,293.3   (mgal)                       NAVD 88
 HN0653
 HN0653  VERT ORDER      -  SECOND    CLASS 0
 HN0653
 HN0653.The horizontal coordinates were scaled from a map and have
 HN0653.an estimated accuracy of +/- 6 seconds.
 HN0653
 HN0653.The orthometric height was determined by differential leveling and
 HN0653.adjusted by the NATIONAL GEODETIC SURVEY
 HN0653.in June 1991.
 HN0653
 HN0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0653.GEOID18 height accuracy estimate available here.
 HN0653
 HN0653.Click photographs - Photos may exist for this station.
 HN0653
 HN0653.The dynamic height is computed by dividing the NAVD 88
 HN0653.geopotential number by the normal gravity value computed on the
 HN0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0653.degrees latitude (g = 980.6199 gals.).
 HN0653
 HN0653.The modeled gravity was interpolated from observed gravity values.
 HN0653
 HN0653;                    North         East    Units  Estimated Accuracy
 HN0653;SPC UT S     - 3,109,010.      469,580.      MT  (+/- 180 meters Scaled)
 HN0653
 HN0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG254671(NAD 83)
 HN0653
 HN0653                          SUPERSEDED SURVEY CONTROL
 HN0653
 HN0653  NGVD 29 (??/??/92) 2271.581  (m)         7452.68   (f) ADJ UNCH    2 0
 HN0653
 HN0653.Superseded values are not recommended for survey control.
 HN0653
 HN0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0653.See file dsdata.pdf to determine how the superseded data were derived.
 HN0653
 HN0653_MARKER: DB = BENCH MARK DISK
 HN0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0653_STAMPING: J 164 1963
 HN0653_MARK LOGO: CGS
 HN0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0653+STABILITY: SURFACE MOTION
 HN0653
 HN0653  HISTORY     - Date     Condition        Report By
 HN0653  HISTORY     - 1963     MONUMENTED       CGS
 HN0653
 HN0653                          STATION DESCRIPTION
 HN0653
 HN0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0653'17.95 MI SW FROM ESCALANTE.
 HN0653'17.95 MILES SOUTHWEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD
 HN0653'CHURCH AT ESCALANTE, 0.3 MILE SOUTH OF A DIXIE NATIONAL FOREST SIGN,
 HN0653'0.1 MILE SOUTH OF THE JUNCTION OF A TRACK ROAD EAST, 0.1 MILE NORTH OF
 HN0653'THE CROSSING OF A POWER LINE, NEAR THE NORTH END OF A LONG CURVE, 63
 HN0653'FEET WEST-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.1 FEET
 HN0653'WEST-NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 HN0653'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 HN0653'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0066 ***********************************************************************
 HO0066  DESIGNATION -  J 165
 HO0066  PID         -  HO0066
 HO0066  STATE/COUNTY-  UT/GARFIELD
 HO0066  COUNTRY     -  US
 HO0066  USGS QUAD   -  TROPIC CANYON (2017)
 HO0066
 HO0066                         *CURRENT SURVEY CONTROL
 HO0066  ______________________________________________________________________
 HO0066* NAD 83(1986) POSITION- 37 38 13.36   (N) 112 04 55.42   (W)   HD_HELD1
 HO0066* NAVD 88 ORTHO HEIGHT -  1941.914 (meters)     6371.10  (feet) ADJUSTED
 HO0066  ______________________________________________________________________
 HO0066  GEOID HEIGHT    -        -20.235 (meters)                     GEOID18
 HO0066  DYNAMIC HEIGHT  -       1939.580 (meters)     6363.44  (feet) COMP
 HO0066  MODELED GRAVITY -    979,359.1   (mgal)                       NAVD 88
 HO0066
 HO0066  VERT ORDER      -  SECOND    CLASS 0
 HO0066
 HO0066.The horizontal coordinates were determined by differentially corrected
 HO0066.hand held GPS observations or other comparable positioning techniques
 HO0066.and have an estimated accuracy of +/- 3 meters.
 HO0066
 HO0066.The orthometric height was determined by differential leveling and
 HO0066.adjusted by the NATIONAL GEODETIC SURVEY
 HO0066.in June 1991.
 HO0066
 HO0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0066.GEOID18 height accuracy estimate available here.
 HO0066
 HO0066.Click photographs - Photos may exist for this station.
 HO0066
 HO0066.The dynamic height is computed by dividing the NAVD 88
 HO0066.geopotential number by the normal gravity value computed on the
 HO0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0066.degrees latitude (g = 980.6199 gals.).
 HO0066
 HO0066.The modeled gravity was interpolated from observed gravity values.
 HO0066
 HO0066;                    North         East    Units  Estimated Accuracy
 HO0066;SPC UT S     - 3,107,855.4     448,627.9     MT  (+/- 3 meters HH1 GPS) 
 HO0066
 HO0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0453066096(NAD 83)
 HO0066
 HO0066                          SUPERSEDED SURVEY CONTROL
 HO0066
 HO0066  NGVD 29 (??/??/92) 1940.597  (m)         6366.78   (f) ADJ UNCH    2 0
 HO0066
 HO0066.Superseded values are not recommended for survey control.
 HO0066
 HO0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0066.See file dsdata.pdf to determine how the superseded data were derived.
 HO0066
 HO0066_MARKER: DB = BENCH MARK DISK
 HO0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0066_STAMPING: J 165 1963
 HO0066_MARK LOGO: CGS
 HO0066_PROJECTION: PROJECTING 12 CENTIMETERS
 HO0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0066+STABILITY: SURFACE MOTION
 HO0066
 HO0066  HISTORY     - Date     Condition        Report By
 HO0066  HISTORY     - 1963     MONUMENTED       CGS
 HO0066  HISTORY     - 20170628 GOOD             USPSQD
 HO0066
 HO0066                          STATION DESCRIPTION
 HO0066
 HO0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0066'0.95 MI N FROM TROPIC.
 HO0066'0.95 MILE NORTH ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT TROPIC,
 HO0066'0.5 MILE NORTH OF THE NORTHEAST CORNER OF THE TROPIC CEMETERY, 37 FEET
 HO0066'WEST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET NORTH OF THE CENTER OF
 HO0066'A WOODEN GATE, 5.0 FEET NORTHEAST OF A FENCE, 5.0 FEET WEST OF A
 HO0066'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 HO0066'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 HO0066
 HO0066                          STATION RECOVERY (2017)
 HO0066
 HO0066'RECOVERY NOTE BY US POWER SQUADRON 2017 (GDS)
 HO0066'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0593 ***********************************************************************
 HN0593  DESIGNATION -  J 166
 HN0593  PID         -  HN0593
 HN0593  STATE/COUNTY-  UT/GARFIELD
 HN0593  COUNTRY     -  US
 HN0593  USGS QUAD   -  POSY LAKE (2017)
 HN0593
 HN0593                         *CURRENT SURVEY CONTROL
 HN0593  ______________________________________________________________________
 HN0593* NAD 83(1986) POSITION- 37 57 54.     (N) 111 43 13.     (W)   SCALED
 HN0593* NAVD 88 ORTHO HEIGHT -  2966.345 (meters)     9732.08  (feet) ADJUSTED
 HN0593  ______________________________________________________________________
 HN0593  GEOID HEIGHT    -        -18.448 (meters)                     GEOID18
 HN0593  DYNAMIC HEIGHT  -       2962.353 (meters)     9718.99  (feet) COMP
 HN0593  MODELED GRAVITY -    979,174.4   (mgal)                       NAVD 88
 HN0593
 HN0593  VERT ORDER      -  SECOND    CLASS 0
 HN0593
 HN0593.The horizontal coordinates were scaled from a map and have
 HN0593.an estimated accuracy of +/- 6 seconds.
 HN0593
 HN0593.The orthometric height was determined by differential leveling and
 HN0593.adjusted by the NATIONAL GEODETIC SURVEY
 HN0593.in June 1991.
 HN0593
 HN0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0593.GEOID18 height accuracy estimate available here.
 HN0593
 HN0593.Click photographs - Photos may exist for this station.
 HN0593
 HN0593.The dynamic height is computed by dividing the NAVD 88
 HN0593.geopotential number by the normal gravity value computed on the
 HN0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0593.degrees latitude (g = 980.6199 gals.).
 HN0593
 HN0593.The modeled gravity was interpolated from observed gravity values.
 HN0593
 HN0593;                    North         East    Units  Estimated Accuracy
 HN0593;SPC UT S     - 3,144,120.      480,640.      MT  (+/- 180 meters Scaled)
 HN0593
 HN0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH367021(NAD 83)
 HN0593
 HN0593                          SUPERSEDED SURVEY CONTROL
 HN0593
 HN0593  NGVD 29 (??/??/92) 2964.798  (m)         9727.01   (f) ADJ UNCH    2 0
 HN0593
 HN0593.Superseded values are not recommended for survey control.
 HN0593
 HN0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0593.See file dsdata.pdf to determine how the superseded data were derived.
 HN0593
 HN0593_MARKER: DB = BENCH MARK DISK
 HN0593_SETTING: 66 = SET IN ROCK OUTCROP
 HN0593_STAMPING: J 166 1963
 HN0593_MARK LOGO: CGS
 HN0593_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0593+STABILITY: POSITION/ELEVATION WELL
 HN0593
 HN0593  HISTORY     - Date     Condition        Report By
 HN0593  HISTORY     - 1963     MONUMENTED       CGS
 HN0593
 HN0593                          STATION DESCRIPTION
 HN0593
 HN0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0593'18.2 MI N FROM ESCALANTE.
 HN0593'18.2 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 HN0593'ESCALANTE, AT THE NORTH EDGE OF A SMALL GRASSY MEADOW, IN THE TOP AND
 HN0593'NEAR THE NORTHWEST END OF A MASSIVE OUTCROP, 42 FEET EAST OF THE
 HN0593'CENTER LINE OF THE ROAD, 3.6 FEET NORTH OF A WITNESS POST, AND ABOUT 6
 HN0593'FEET LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0015 ***********************************************************************
 HO0015  DESIGNATION -  J 167
 HO0015  PID         -  HO0015
 HO0015  STATE/COUNTY-  UT/GARFIELD
 HO0015  COUNTRY     -  US
 HO0015  USGS QUAD   -  BRYCE CANYON (2017)
 HO0015
 HO0015                         *CURRENT SURVEY CONTROL
 HO0015  ______________________________________________________________________
 HO0015* NAD 83(1986) POSITION- 37 42 06.     (N) 112 09 18.     (W)   SCALED
 HO0015* NAVD 88 ORTHO HEIGHT -  2313.078 (meters)     7588.82  (feet) ADJUSTED
 HO0015  ______________________________________________________________________
 HO0015  GEOID HEIGHT    -        -20.006 (meters)                     GEOID18
 HO0015  DYNAMIC HEIGHT  -       2310.141 (meters)     7579.19  (feet) COMP
 HO0015  MODELED GRAVITY -    979,276.5   (mgal)                       NAVD 88
 HO0015
 HO0015  VERT ORDER      -  SECOND    CLASS 0
 HO0015
 HO0015.The horizontal coordinates were scaled from a map and have
 HO0015.an estimated accuracy of +/- 6 seconds.
 HO0015
 HO0015.The orthometric height was determined by differential leveling and
 HO0015.adjusted by the NATIONAL GEODETIC SURVEY
 HO0015.in June 1991.
 HO0015
 HO0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0015.GEOID18 height accuracy estimate available here.
 HO0015
 HO0015.Click photographs - Photos may exist for this station.
 HO0015
 HO0015.The dynamic height is computed by dividing the NAVD 88
 HO0015.geopotential number by the normal gravity value computed on the
 HO0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0015.degrees latitude (g = 980.6199 gals.).
 HO0015
 HO0015.The modeled gravity was interpolated from observed gravity values.
 HO0015
 HO0015;                    North         East    Units  Estimated Accuracy
 HO0015;SPC UT S     - 3,115,070.      442,240.      MT  (+/- 180 meters Scaled)
 HO0015
 HO0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG981733(NAD 83)
 HO0015
 HO0015                          SUPERSEDED SURVEY CONTROL
 HO0015
 HO0015  NGVD 29 (??/??/92) 2311.647  (m)         7584.13   (f) ADJ UNCH    2 0
 HO0015
 HO0015.Superseded values are not recommended for survey control.
 HO0015
 HO0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0015.See file dsdata.pdf to determine how the superseded data were derived.
 HO0015
 HO0015_MARKER: DB = BENCH MARK DISK
 HO0015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HO0015_SP_SET: BUILDING
 HO0015_STAMPING: J 167 1963
 HO0015_MARK LOGO: CGS
 HO0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0015
 HO0015  HISTORY     - Date     Condition        Report By
 HO0015  HISTORY     - 1963     MONUMENTED       CGS
 HO0015  HISTORY     - 1985     GOOD             DMA
 HO0015
 HO0015                          STATION DESCRIPTION
 HO0015
 HO0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0015'8.85 MI NW FROM TROPIC.
 HO0015'7.7 MILES NORTHWEST ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT
 HO0015'TROPIC, THENCE 0.55 MILE WEST ALONG STATE HIGHWAY 12, THENCE 0.6 MILES
 HO0015'NORTHEAST ALONG A DIRT ROAD, AT BRYCE CANYON AIRPORT, SET VERTICALLY
 HO0015'IN THE SOUTHEAST FACE AT THE SOUTH CORNER OF THE CONTROL BUILDING, 22
 HO0015'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 34 FEET SOUTHWEST OF
 HO0015'THE CENTER OF THE ENTRANCE TO CONTROL BUILDING, AND ABOUT 1 FOOT ABOVE
 HO0015'THE GROUND.
 HO0015
 HO0015                          STATION RECOVERY (1985)
 HO0015
 HO0015'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 HO0015'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0638 ***********************************************************************
 HN0638  DESIGNATION -  J 168
 HN0638  PID         -  HN0638
 HN0638  STATE/COUNTY-  UT/GARFIELD
 HN0638  COUNTRY     -  US
 HN0638  USGS QUAD   -  DAVE CANYON (2017)
 HN0638
 HN0638                         *CURRENT SURVEY CONTROL
 HN0638  ______________________________________________________________________
 HN0638* NAD 83(1986) POSITION- 37 42 48.     (N) 111 30 53.     (W)   SCALED
 HN0638* NAVD 88 ORTHO HEIGHT -  1727.159 (meters)     5666.52  (feet) ADJUSTED
 HN0638  ______________________________________________________________________
 HN0638  GEOID HEIGHT    -        -20.447 (meters)                     GEOID18
 HN0638  DYNAMIC HEIGHT  -       1725.178 (meters)     5660.02  (feet) COMP
 HN0638  MODELED GRAVITY -    979,422.1   (mgal)                       NAVD 88
 HN0638
 HN0638  VERT ORDER      -  SECOND    CLASS 0
 HN0638
 HN0638.The horizontal coordinates were scaled from a map and have
 HN0638.an estimated accuracy of +/- 6 seconds.
 HN0638
 HN0638.The orthometric height was determined by differential leveling and
 HN0638.adjusted by the NATIONAL GEODETIC SURVEY
 HN0638.in June 1991.
 HN0638
 HN0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0638.GEOID18 height accuracy estimate available here.
 HN0638
 HN0638.Click photographs - Photos may exist for this station.
 HN0638
 HN0638.The dynamic height is computed by dividing the NAVD 88
 HN0638.geopotential number by the normal gravity value computed on the
 HN0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0638.degrees latitude (g = 980.6199 gals.).
 HN0638
 HN0638.The modeled gravity was interpolated from observed gravity values.
 HN0638
 HN0638;                    North         East    Units  Estimated Accuracy
 HN0638;SPC UT S     - 3,116,160.      498,700.      MT  (+/- 180 meters Scaled)
 HN0638
 HN0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG546741(NAD 83)
 HN0638
 HN0638                          SUPERSEDED SURVEY CONTROL
 HN0638
 HN0638  NGVD 29 (??/??/92) 1725.992  (m)         5662.69   (f) ADJ UNCH    2 0
 HN0638
 HN0638.Superseded values are not recommended for survey control.
 HN0638
 HN0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0638.See file dsdata.pdf to determine how the superseded data were derived.
 HN0638
 HN0638_MARKER: DB = BENCH MARK DISK
 HN0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0638_STAMPING: J 168 1963
 HN0638_MARK LOGO: CGS
 HN0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0638+STABILITY: SURFACE MOTION
 HN0638
 HN0638  HISTORY     - Date     Condition        Report By
 HN0638  HISTORY     - 1963     MONUMENTED       CGS
 HN0638
 HN0638                          STATION DESCRIPTION
 HN0638
 HN0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0638'6.0 MI SE FROM ESCALANTE.
 HN0638'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0638'AT ESCALANTE, THENCE 1.0 MILE SOUTHEAST ALONG A DIRT ROAD, AT THE
 HN0638'NORTHWEST EDGE OF A LARGE CLEARING, 45 FEET SOUTHWEST OF THE CENTER
 HN0638'LINE OF THE ROAD, 2.0 FEET SOUTHEAST OF A WITNESS POST, ABOUT 2 1/2
 HN0638'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HN0638'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0505 ***********************************************************************
 HN0505  DESIGNATION -  J 169
 HN0505  PID         -  HN0505
 HN0505  STATE/COUNTY-  UT/KANE
 HN0505  COUNTRY     -  US
 HN0505  USGS QUAD   -  SOONER BENCH (2017)
 HN0505
 HN0505                         *CURRENT SURVEY CONTROL
 HN0505  ______________________________________________________________________
 HN0505* NAD 83(1986) POSITION- 37 20 11.     (N) 111 04 26.     (W)   SCALED
 HN0505* NAVD 88 ORTHO HEIGHT -  1334.861 (meters)     4379.46  (feet) ADJUSTED
 HN0505  ______________________________________________________________________
 HN0505  GEOID HEIGHT    -        -22.518 (meters)                     GEOID18
 HN0505  DYNAMIC HEIGHT  -       1333.328 (meters)     4374.43  (feet) COMP
 HN0505  MODELED GRAVITY -    979,437.4   (mgal)                       NAVD 88
 HN0505
 HN0505  VERT ORDER      -  SECOND    CLASS 0
 HN0505
 HN0505.The horizontal coordinates were scaled from a map and have
 HN0505.an estimated accuracy of +/- 6 seconds.
 HN0505
 HN0505.The orthometric height was determined by differential leveling and
 HN0505.adjusted by the NATIONAL GEODETIC SURVEY
 HN0505.in June 1991.
 HN0505
 HN0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0505.GEOID18 height accuracy estimate available here.
 HN0505
 HN0505.Click photographs - Photos may exist for this station.
 HN0505
 HN0505.The dynamic height is computed by dividing the NAVD 88
 HN0505.geopotential number by the normal gravity value computed on the
 HN0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0505.degrees latitude (g = 980.6199 gals.).
 HN0505
 HN0505.The modeled gravity was interpolated from observed gravity values.
 HN0505
 HN0505;                    North         East    Units  Estimated Accuracy
 HN0505;SPC UT S     - 3,074,410.      537,760.      MT  (+/- 180 meters Scaled)
 HN0505
 HN0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG934321(NAD 83)
 HN0505
 HN0505                          SUPERSEDED SURVEY CONTROL
 HN0505
 HN0505  NGVD 29 (??/??/92) 1333.819  (m)         4376.04   (f) ADJ UNCH    2 0
 HN0505
 HN0505.Superseded values are not recommended for survey control.
 HN0505
 HN0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0505.See file dsdata.pdf to determine how the superseded data were derived.
 HN0505
 HN0505_MARKER: DB = BENCH MARK DISK
 HN0505_SETTING: 66 = SET IN ROCK OUTCROP
 HN0505_STAMPING: J 169 1963
 HN0505_MARK LOGO: CGS
 HN0505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0505+STABILITY: POSITION/ELEVATION WELL
 HN0505
 HN0505  HISTORY     - Date     Condition        Report By
 HN0505  HISTORY     - 1963     MONUMENTED       CGS
 HN0505
 HN0505                          STATION DESCRIPTION
 HN0505
 HN0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0505'43.95 MI SE FROM ESCALANTE.
 HN0505'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0505'AT ESCALANTE, THENCE 38.95 MILES SOUTHEAST ALONG A DIRT ROAD, 0.05
 HN0505'MILE NORTHWEST OF THE CENTER OF THE CROSSING OF CARCASS WASH, ON THE
 HN0505'OUTSIDE OF A SWITCHBACK WHICH IS ABOUT HALF WAY DOWN A STEEP GRADE TO
 HN0505'WASH, IN THE TOP OF MASSIVE RED SANDSTONE BEDROCK, ABOUT 20 FEET
 HN0505'NORTHEAST OF THE NORTHEAST BANK OF THE WASH, 37 FEET WEST OF THE
 HN0505'CENTER LINE OF THE ROAD, 1.2 FEET WEST OF A WITNESS POST, AND ABOUT 1
 HN0505'FOOT LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1160 ***********************************************************************
 LO1160  DESIGNATION -  J 17 RESET
 LO1160  PID         -  LO1160
 LO1160  STATE/COUNTY-  UT/UTAH
 LO1160  COUNTRY     -  US
 LO1160  USGS QUAD   -  SPANISH FORK PEAK (2017)
 LO1160
 LO1160                         *CURRENT SURVEY CONTROL
 LO1160  ______________________________________________________________________
 LO1160* NAD 83(1986) POSITION- 40 03 25.     (N) 111 33 45.     (W)   SCALED
 LO1160* NAVD 88 ORTHO HEIGHT -  1482.39  (meters)     4863.5   (feet) RESET
 LO1160  ______________________________________________________________________
 LO1160  GEOID HEIGHT    -        -16.785 (meters)                     GEOID18
 LO1160  VERT ORDER      -  THIRD
 LO1160
 LO1160.The horizontal coordinates were scaled from a map and have
 LO1160.an estimated accuracy of +/- 6 seconds.
 LO1160
 LO1160.The orthometric height was computed from unverified reset data.
 LO1160
 LO1160.No vertical observational check was made to the station.
 LO1160
 LO1160.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1160.GEOID18 height accuracy estimate available here.
 LO1160
 LO1160.Click photographs - Photos may exist for this station.
 LO1160
 LO1160;                    North         East    Units  Estimated Accuracy
 LO1160;SPC UT C     - 2,191,360.      494,670.      MT  (+/- 180 meters Scaled)
 LO1160
 LO1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK520342(NAD 83)
 LO1160
 LO1160                          SUPERSEDED SURVEY CONTROL
 LO1160
 LO1160  NGVD 29 (07/25/12) 1481.33   (m)         4860.0    (f) RESET       3  
 LO1160
 LO1160.Superseded values are not recommended for survey control.
 LO1160
 LO1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1160.See file dsdata.pdf to determine how the superseded data were derived.
 LO1160
 LO1160_MARKER: DV = VERTICAL CONTROL DISK
 LO1160_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LO1160+WITH SETTING: PAVEMENT
 LO1160_SP_SET: BRIDGE DECK
 LO1160_STAMPING: J 17 RESET 1985
 LO1160_MARK LOGO: NGS
 LO1160_MAGNETIC: N = NO MAGNETIC MATERIAL
 LO1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1160+STABILITY: SURFACE MOTION
 LO1160
 LO1160  HISTORY     - Date     Condition        Report By
 LO1160  HISTORY     - 1985     MONUMENTED       NONE
 LO1160
 LO1160                          STATION DESCRIPTION
 LO1160
 LO1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LO1160'6.2 MILES (10.0 KM) NORTH ALONG THE DENVER AND RIO GRANDE WESTERN
 LO1160'RAILROAD FROM THISTLE, LOCATED IN NORTHEAST CORNER OF CONCRETE BRIDGE
 LO1160'DECK OVER SPANISH FORK RIVER, 107 FEET (32.6 M) WEST OF MOST WESTERLY
 LO1160'RAILROAD TRACK RAIL, 65 FEET (19.8 M) NORTHWEST OF TRANSFORMER POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0023 ***********************************************************************
 MS0023  DESIGNATION -  J 170
 MS0023  PID         -  MS0023
 MS0023  STATE/COUNTY-  UT/BOX ELDER
 MS0023  COUNTRY     -  US
 MS0023  USGS QUAD   -  HONEYVILLE (2017)
 MS0023
 MS0023                         *CURRENT SURVEY CONTROL
 MS0023  ______________________________________________________________________
 MS0023* NAD 83(1986) POSITION- 41 43 41.     (N) 112 06 08.     (W)   SCALED
 MS0023* NAVD 88 ORTHO HEIGHT -  1322.083 (meters)     4337.53  (feet) ADJUSTED
 MS0023  ______________________________________________________________________
 MS0023  GEOID HEIGHT    -        -15.602 (meters)                     GEOID18
 MS0023  DYNAMIC HEIGHT  -       1321.169 (meters)     4334.54  (feet) COMP
 MS0023  MODELED GRAVITY -    979,885.9   (mgal)                       NAVD 88
 MS0023
 MS0023  VERT ORDER      -  FIRST     CLASS I
 MS0023
 MS0023.The horizontal coordinates were scaled from a map and have
 MS0023.an estimated accuracy of +/- 6 seconds.
 MS0023
 MS0023.The orthometric height was determined by differential leveling and
 MS0023.adjusted by the NATIONAL GEODETIC SURVEY
 MS0023.in June 1991.
 MS0023
 MS0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0023.GEOID18 height accuracy estimate available here.
 MS0023
 MS0023.Click photographs - Photos may exist for this station.
 MS0023
 MS0023.The dynamic height is computed by dividing the NAVD 88
 MS0023.geopotential number by the normal gravity value computed on the
 MS0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0023.degrees latitude (g = 980.6199 gals.).
 MS0023
 MS0023.The modeled gravity was interpolated from observed gravity values.
 MS0023
 MS0023;                    North         East    Units  Estimated Accuracy
 MS0023;SPC UT N     - 1,155,060.      449,890.      MT  (+/- 180 meters Scaled)
 MS0023
 MS0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM083201(NAD 83)
 MS0023
 MS0023                          SUPERSEDED SURVEY CONTROL
 MS0023
 MS0023  NGVD 29 (??/??/92) 1321.080  (m)         4334.24   (f) ADJ UNCH    1 1
 MS0023
 MS0023.Superseded values are not recommended for survey control.
 MS0023
 MS0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0023.See file dsdata.pdf to determine how the superseded data were derived.
 MS0023
 MS0023_MARKER: DB = BENCH MARK DISK
 MS0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0023_SP_SET: BRIDGE
 MS0023_STAMPING: J 170 1967
 MS0023_MARK LOGO: CGS
 MS0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0023
 MS0023  HISTORY     - Date     Condition        Report By
 MS0023  HISTORY     - 1967     MONUMENTED       CGS
 MS0023
 MS0023                          STATION DESCRIPTION
 MS0023
 MS0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0023'6.55 MI N FROM HONEYVILLE.
 MS0023'6.55 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 MS0023'A COUNTY ROAD AT HONEYVILLE, 1-3/4 POLES NORTH OF MILEPOLE 36.75, AT
 MS0023'THE CROSSING OF A PRIVATE GRAVELED ROAD, IN THE TOP OF THE SOUTHEAST
 MS0023'CORNER OF A CONCRETE BRIDGE FLOOR AND DIRECTLY OVER THE EAST ABUTMENT
 MS0023'OF A BRIDGE OVER A CANAL, 95.1 FEET WEST OF THE WEST RAIL, 7 1/2 FEET
 MS0023'SOUTH OF THE CENTER LINE OF A FARM ROAD, ABOUT 4 FEET LOWER THAN THE
 MS0023'TRACK AND LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0102 ***********************************************************************
 MS0102  DESIGNATION -  J 171
 MS0102  PID         -  MS0102
 MS0102  STATE/COUNTY-  UT/BOX ELDER
 MS0102  COUNTRY     -  US
 MS0102  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0102
 MS0102                         *CURRENT SURVEY CONTROL
 MS0102  ______________________________________________________________________
 MS0102* NAD 83(1986) POSITION- 41 31 11.7    (N) 112 00 55.4    (W)   HD_HELD2
 MS0102* NAVD 88 ORTHO HEIGHT -  1329.730 (meters)     4362.62  (feet) ADJUSTED
 MS0102  ______________________________________________________________________
 MS0102  GEOID HEIGHT    -        -15.983 (meters)                     GEOID18
 MS0102  DYNAMIC HEIGHT  -       1328.772 (meters)     4359.48  (feet) COMP
 MS0102  MODELED GRAVITY -    979,857.4   (mgal)                       NAVD 88
 MS0102  OBS GRAVITY     -    979,859.0   (mgal)                       GRAV_OBS
 MS0102
 MS0102  VERT ORDER      -  FIRST     CLASS I
 MS0102
 MS0102.The horizontal coordinates were established by autonomous hand held GPS
 MS0102.observations and have an estimated accuracy of +/- 10 meters.
 MS0102
 MS0102.The orthometric height was determined by differential leveling and
 MS0102.adjusted by the NATIONAL GEODETIC SURVEY
 MS0102.in June 1991.
 MS0102
 MS0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0102.GEOID18 height accuracy estimate available here.
 MS0102
 MS0102.Click photographs - Photos may exist for this station.
 MS0102
 MS0102.The dynamic height is computed by dividing the NAVD 88
 MS0102.geopotential number by the normal gravity value computed on the
 MS0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0102.degrees latitude (g = 980.6199 gals.).
 MS0102
 MS0102.The modeled gravity was interpolated from observed gravity values.
 MS0102
 MS0102.The observed gravity was obtained from relative gravimeter ties
 MS0102.to the IGSN71 gravity network.
 MS0102
 MS0102;                    North         East    Units  Estimated Accuracy
 MS0102;SPC UT N     - 1,131,899.      456,982.      MT  (+/- 10 meters HH2 GPS)
 MS0102
 MS0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1527896973(NAD 83)
 MS0102
 MS0102                          SUPERSEDED SURVEY CONTROL
 MS0102
 MS0102  NGVD 29 (??/??/92) 1328.726  (m)         4359.33   (f) ADJ UNCH    1 1
 MS0102
 MS0102.Superseded values are not recommended for survey control.
 MS0102
 MS0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0102.See file dsdata.pdf to determine how the superseded data were derived.
 MS0102
 MS0102_MARKER: DB = BENCH MARK DISK
 MS0102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0102_SP_SET: BRIDGE GUARDRAIL
 MS0102_STAMPING: J 171 1967
 MS0102_MARK LOGO: CGS
 MS0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0102
 MS0102  HISTORY     - Date     Condition        Report By
 MS0102  HISTORY     - 1967     MONUMENTED       CGS
 MS0102  HISTORY     - 1984     GOOD             NGS
 MS0102
 MS0102                          STATION DESCRIPTION
 MS0102
 MS0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0102'IN BRIGHAM CITY.
 MS0102'AT BRIGHAM CITY, 0.65 MILE NORTH ALONG U.S. HIGHWAYS 89, 30S AND 90
 MS0102'(N. MAIN STREET) FROM THE COURTHOUSE, BETWEEN 4TH N. STREET AND 5TH N.
 MS0102'STREET, IN THE TOP AND 0.9 FOOT NORTH OF THE SOUTH END OF THE EAST
 MS0102'CONCRETE GUARDRAIL OF A CONCRETE BRIDGE OVER BOX ELDER CREEK, 46 FEET
 MS0102'SOUTH OF THE CENTER OF A SIDEWALK EAST TO BUILDING AT 450 MAIN STREET,
 MS0102'22 FEET EAST OF THE EAST CURB OF N. MAIN STREET, AND ABOUT 4 FEET
 MS0102'HIGHER THAN THE STREET.
 MS0102
 MS0102                          STATION RECOVERY (1984)
 MS0102
 MS0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0102'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN BRIGHAM
 MS0102'CITY, IN TOP OF THE SOUTH END OF THE EAST CONCRETE RAIL FOR A SMALL
 MS0102'BRIDGE OVER BOX ELDER CREEK BETWEEN 4TH STREET NORTH AND 5TH STREET
 MS0102'NORTH, 6.9 METERS (22.5 FT) EAST OF THE EAST CURB OF MAIN STREET AND
 MS0102'0.3 METER (1 FT) NORTH OF THE SOUTH END OF THE RAILING.
 MS0102'THE MARK IS 0.7 M ABOVE THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0408 ***********************************************************************
 MR0408  DESIGNATION -  J 172
 MR0408  PID         -  MR0408
 MR0408  STATE/COUNTY-  UT/WEBER
 MR0408  COUNTRY     -  US
 MR0408  USGS QUAD   -  OGDEN (2017)
 MR0408
 MR0408                         *CURRENT SURVEY CONTROL
 MR0408  ______________________________________________________________________
 MR0408* NAD 83(1986) POSITION- 41 10 49.     (N) 111 59 44.     (W)   SCALED
 MR0408* NAVD 88 ORTHO HEIGHT -  1329.202 (meters)     4360.89  (feet) ADJUSTED
 MR0408  ______________________________________________________________________
 MR0408  GEOID HEIGHT    -        -16.825 (meters)                     GEOID18
 MR0408  DYNAMIC HEIGHT  -       1328.178 (meters)     4357.53  (feet) COMP
 MR0408  MODELED GRAVITY -    979,807.8   (mgal)                       NAVD 88
 MR0408
 MR0408  VERT ORDER      -  FIRST     CLASS I
 MR0408
 MR0408.The horizontal coordinates were scaled from a map and have
 MR0408.an estimated accuracy of +/- 6 seconds.
 MR0408
 MR0408.The orthometric height was determined by differential leveling and
 MR0408.adjusted by the NATIONAL GEODETIC SURVEY
 MR0408.in June 1991.
 MR0408
 MR0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0408.GEOID18 height accuracy estimate available here.
 MR0408
 MR0408.Click photographs - Photos may exist for this station.
 MR0408
 MR0408.The dynamic height is computed by dividing the NAVD 88
 MR0408.geopotential number by the normal gravity value computed on the
 MR0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0408.degrees latitude (g = 980.6199 gals.).
 MR0408
 MR0408.The modeled gravity was interpolated from observed gravity values.
 MR0408
 MR0408;                    North         East    Units  Estimated Accuracy
 MR0408;SPC UT N     - 1,094,170.      458,420.      MT  (+/- 180 meters Scaled)
 MR0408
 MR0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL165592(NAD 83)
 MR0408
 MR0408                          SUPERSEDED SURVEY CONTROL
 MR0408
 MR0408  NGVD 29 (??/??/92) 1328.200  (m)         4357.60   (f) ADJ UNCH    1 1
 MR0408
 MR0408.Superseded values are not recommended for survey control.
 MR0408
 MR0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0408.See file dsdata.pdf to determine how the superseded data were derived.
 MR0408
 MR0408_MARKER: DB = BENCH MARK DISK
 MR0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0408_STAMPING: J 172 1967
 MR0408_MARK LOGO: CGS
 MR0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0408+STABILITY: SURFACE MOTION
 MR0408
 MR0408  HISTORY     - Date     Condition        Report By
 MR0408  HISTORY     - 1967     MONUMENTED       CGS
 MR0408  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0408  HISTORY     - 20050605 MARK NOT FOUND   USPSQD
 MR0408
 MR0408                          STATION DESCRIPTION
 MR0408
 MR0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0408'2.2 MI NE FROM ROY.
 MR0408'2.2 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF 5600
 MR0408'SOUTH STREET AT ROY, AT THE JUNCTION OF 700 WEST STREET NORTH, 29 1/2
 MR0408'FEET NORTHWEST OF THE CENTER LINE OF THE NORTHWEST LANES OF THE
 MR0408'HIGHWAY, 92 1/2 FEET EAST OF THE CENTER LINE OF THE STREET, 1 FOOT
 MR0408'EAST OF A POWER POLE BEARING A STREET LIGHT, 6.2 FEET NORTHWEST OF A
 MR0408'GUARDRAIL, 1.6 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 MR0408'HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO
 MR0408'GRADUAL REFUSAL AT A DEPTH OF 17 FEET.  THE UPPER PORTION OF THE ROD
 MR0408'IS ENCASED IN A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 MR0408
 MR0408                          STATION RECOVERY (1983)
 MR0408
 MR0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0408'THE HIGHWAY HAS BEEN WIDENED AT THIS LOCATION.
 MR0408
 MR0408                          STATION RECOVERY (2005)
 MR0408
 MR0408'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 MR0408'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0250 ***********************************************************************
 LP0250  DESIGNATION -  J 173
 LP0250  PID         -  LP0250
 LP0250  STATE/COUNTY-  UT/TOOELE
 LP0250  COUNTRY     -  US
 LP0250  USGS QUAD   -  TOOELE (2017)
 LP0250
 LP0250                         *CURRENT SURVEY CONTROL
 LP0250  ______________________________________________________________________
 LP0250* NAD 83(1986) POSITION- 40 33 14.     (N) 112 18 24.     (W)   SCALED
 LP0250* NAVD 88 ORTHO HEIGHT -  1461.140 (meters)     4793.76  (feet) ADJUSTED
 LP0250  ______________________________________________________________________
 LP0250  GEOID HEIGHT    -        -17.376 (meters)                     GEOID18
 LP0250  DYNAMIC HEIGHT  -       1459.920 (meters)     4789.75  (feet) COMP
 LP0250  MODELED GRAVITY -    979,739.0   (mgal)                       NAVD 88
 LP0250
 LP0250  VERT ORDER      -  FIRST     CLASS I
 LP0250
 LP0250.The horizontal coordinates were scaled from a map and have
 LP0250.an estimated accuracy of +/- 6 seconds.
 LP0250
 LP0250.The orthometric height was determined by differential leveling and
 LP0250.adjusted by the NATIONAL GEODETIC SURVEY
 LP0250.in June 1991.
 LP0250
 LP0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0250.GEOID18 height accuracy estimate available here.
 LP0250
 LP0250.Click photographs - Photos may exist for this station.
 LP0250
 LP0250.The dynamic height is computed by dividing the NAVD 88
 LP0250.geopotential number by the normal gravity value computed on the
 LP0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0250.degrees latitude (g = 980.6199 gals.).
 LP0250
 LP0250.The modeled gravity was interpolated from observed gravity values.
 LP0250
 LP0250;                    North         East    Units  Estimated Accuracy
 LP0250;SPC UT C     - 2,246,840.      431,680.      MT  (+/- 180 meters Scaled)
 LP0250
 LP0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK893900(NAD 83)
 LP0250
 LP0250                          SUPERSEDED SURVEY CONTROL
 LP0250
 LP0250  NGVD 29 (??/??/92) 1459.674  (m)         4788.95   (f) ADJ UNCH    1 1
 LP0250
 LP0250.Superseded values are not recommended for survey control.
 LP0250
 LP0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0250.See file dsdata.pdf to determine how the superseded data were derived.
 LP0250
 LP0250_MARKER: DB = BENCH MARK DISK
 LP0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0250_STAMPING: J 173 1970
 LP0250_MARK LOGO: CGS
 LP0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0250+STABILITY: SURFACE MOTION
 LP0250
 LP0250  HISTORY     - Date     Condition        Report By
 LP0250  HISTORY     - 1970     MONUMENTED       NGS
 LP0250
 LP0250                          STATION DESCRIPTION
 LP0250
 LP0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0250'2.25 MI NE FROM WARNER.
 LP0250'2.25 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LP0250'AT WARNER, 113 FEET EAST AND ACROSS THE TRACK FROM MILE POST 750.50,
 LP0250'42.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 25.6 FEET NORTHWEST OF THE
 LP0250'FENCE, 2 FEET NORTHEAST OF A TELEPHONE POLE, 2.4 FEET SOUTHWEST OF A
 LP0250'WITNESS POST, ABOUT 6 FEET LOWER THAN THE TRACK AND IN THE TOP OF A
 LP0250'CONCRETE POST PROJECTING 0.3 FEET.  SECTION 16, T 4W, R 3S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0226 ***********************************************************************
 LP0226  DESIGNATION -  J 174
 LP0226  PID         -  LP0226
 LP0226  STATE/COUNTY-  UT/SALT LAKE
 LP0226  COUNTRY     -  US
 LP0226  USGS QUAD   -  MAGNA (2017)
 LP0226
 LP0226                         *CURRENT SURVEY CONTROL
 LP0226  ______________________________________________________________________
 LP0226* NAD 83(1986) POSITION- 40 42 58.     (N) 112 07 27.     (W)   SCALED
 LP0226* NAVD 88 ORTHO HEIGHT -  1324.149 (meters)     4344.31  (feet) ADJUSTED
 LP0226  ______________________________________________________________________
 LP0226  GEOID HEIGHT    -        -17.159 (meters)                     GEOID18
 LP0226  DYNAMIC HEIGHT  -       1323.125 (meters)     4340.95  (feet) COMP
 LP0226  MODELED GRAVITY -    979,805.7   (mgal)                       NAVD 88
 LP0226  OBS GRAVITY     -    979,806.4   (mgal)                       GRAV_OBS
 LP0226
 LP0226  VERT ORDER      -  FIRST     CLASS I
 LP0226
 LP0226.The horizontal coordinates were scaled from a map and have
 LP0226.an estimated accuracy of +/- 6 seconds.
 LP0226
 LP0226.The orthometric height was determined by differential leveling and
 LP0226.adjusted by the NATIONAL GEODETIC SURVEY
 LP0226.in June 1991.
 LP0226
 LP0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0226.GEOID18 height accuracy estimate available here.
 LP0226
 LP0226.Click photographs - Photos may exist for this station.
 LP0226
 LP0226.The dynamic height is computed by dividing the NAVD 88
 LP0226.geopotential number by the normal gravity value computed on the
 LP0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0226.degrees latitude (g = 980.6199 gals.).
 LP0226
 LP0226.The modeled gravity was interpolated from observed gravity values.
 LP0226
 LP0226.The observed gravity was obtained from relative gravimeter ties
 LP0226.to the IGSN71 gravity network.
 LP0226
 LP0226;                    North         East    Units  Estimated Accuracy
 LP0226;SPC UT C     - 2,264,730.      447,260.      MT  (+/- 180 meters Scaled)
 LP0226
 LP0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL050078(NAD 83)
 LP0226
 LP0226                          SUPERSEDED SURVEY CONTROL
 LP0226
 LP0226  NGVD 29 (??/??/92) 1323.217  (m)         4341.25   (f) ADJ UNCH    1 1
 LP0226
 LP0226.Superseded values are not recommended for survey control.
 LP0226
 LP0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0226.See file dsdata.pdf to determine how the superseded data were derived.
 LP0226
 LP0226_MARKER: DB = BENCH MARK DISK
 LP0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LP0226_SP_SET: OVERPASS
 LP0226_STAMPING: J 174 1970
 LP0226_MARK LOGO: CGS
 LP0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0226
 LP0226  HISTORY     - Date     Condition        Report By
 LP0226  HISTORY     - 1970     MONUMENTED       NGS
 LP0226
 LP0226                          STATION DESCRIPTION
 LP0226
 LP0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0226'1.25 MI NW FROM MAGNA.
 LP0226'0.5 MILE NORTH ALONG 9180 WEST STREET FROM WEBSTER SCHOOL AT MAGNA,
 LP0226'THENCE 0.75 MILE WEST ALONG U.S. HIGHWAYS 40 AND 50 ALTERNATE, AT THE
 LP0226'WEST ONE OF TWO CONCRETE OVERPASES FOR ROADS LEADING TO COPPER
 LP0226'CONCENTRATE PLANT, SET VERTICALLY IN THE WEST FACE OF PIER BETWEEN
 LP0226'HIGHWAY LANES, 23 FEET SOUTH OF THE CENTER LINE OF THE NORTH LANES OF
 LP0226'THE HIGHWAY AND ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY.  SECTION 24,
 LP0226'T 3 W, R 1 S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0257 ***********************************************************************
 LP0257  DESIGNATION -  J 175
 LP0257  PID         -  LP0257
 LP0257  STATE/COUNTY-  UT/TOOELE
 LP0257  COUNTRY     -  US
 LP0257  USGS QUAD   -  STOCKTON (2017)
 LP0257
 LP0257                         *CURRENT SURVEY CONTROL
 LP0257  ______________________________________________________________________
 LP0257* NAD 83(1986) POSITION- 40 29 32.     (N) 112 20 33.     (W)   SCALED
 LP0257* NAVD 88 ORTHO HEIGHT -  1524.006 (meters)     5000.01  (feet) ADJUSTED
 LP0257  ______________________________________________________________________
 LP0257  GEOID HEIGHT    -        -17.363 (meters)                     GEOID18
 LP0257  DYNAMIC HEIGHT  -       1522.703 (meters)     4995.73  (feet) COMP
 LP0257  MODELED GRAVITY -    979,716.8   (mgal)                       NAVD 88
 LP0257
 LP0257  VERT ORDER      -  FIRST     CLASS I
 LP0257
 LP0257.The horizontal coordinates were scaled from a map and have
 LP0257.an estimated accuracy of +/- 6 seconds.
 LP0257
 LP0257.The orthometric height was determined by differential leveling and
 LP0257.adjusted by the NATIONAL GEODETIC SURVEY
 LP0257.in June 1991.
 LP0257
 LP0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0257.GEOID18 height accuracy estimate available here.
 LP0257
 LP0257.Click photographs - Photos may exist for this station.
 LP0257
 LP0257.The dynamic height is computed by dividing the NAVD 88
 LP0257.geopotential number by the normal gravity value computed on the
 LP0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0257.degrees latitude (g = 980.6199 gals.).
 LP0257
 LP0257.The modeled gravity was interpolated from observed gravity values.
 LP0257
 LP0257;                    North         East    Units  Estimated Accuracy
 LP0257;SPC UT C     - 2,240,020.      428,580.      MT  (+/- 180 meters Scaled)
 LP0257
 LP0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK862832(NAD 83)
 LP0257
 LP0257                          SUPERSEDED SURVEY CONTROL
 LP0257
 LP0257  NGVD 29 (??/??/92) 1522.89   (m)         4996.3    (f) COMPUTED    1 1
 LP0257
 LP0257.Superseded values are not recommended for survey control.
 LP0257
 LP0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0257.See file dsdata.pdf to determine how the superseded data were derived.
 LP0257
 LP0257_MARKER: DB = BENCH MARK DISK
 LP0257_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0257_SP_SET: CULVERT HEADWALL
 LP0257_STAMPING: J 175 1970
 LP0257_MARK LOGO: CGS
 LP0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0257+STABILITY: SURFACE MOTION
 LP0257
 LP0257  HISTORY     - Date     Condition        Report By
 LP0257  HISTORY     - 1970     MONUMENTED       NGS
 LP0257
 LP0257                          STATION DESCRIPTION
 LP0257
 LP0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0257'2.6 MI S FROM WARNER.
 LP0257'2.6 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LP0257'WARNER, 3.1 MILES NORTH OF STOCKTON, 2 POLES SOUTH OF MILE POST
 LP0257'745.75, 1 POLE SOUTH OF A ROAD CROSSING, IN THE TOP AND 0.8 FOOT NORTH
 LP0257'OF THE SOUTH END OF THE EAST HEAD WALL OF CULVERT 745.65, 10.0 FEET
 LP0257'EAST OF THE EAST RAIL AND ABOUT 2 1/2 FEET LOWER THAN THE TRACK.
 LP0257'SECTION 7, T 4W, R 4S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0282 ***********************************************************************
 LP0282  DESIGNATION -  J 176
 LP0282  PID         -  LP0282
 LP0282  STATE/COUNTY-  UT/TOOELE
 LP0282  COUNTRY     -  US
 LP0282  USGS QUAD   -  VERNON NE (2017)
 LP0282
 LP0282                         *CURRENT SURVEY CONTROL
 LP0282  ______________________________________________________________________
 LP0282* NAD 83(1986) POSITION- 40 09 00.     (N) 112 21 42.     (W)   SCALED
 LP0282* NAVD 88 ORTHO HEIGHT -  1637.314 (meters)     5371.75  (feet) ADJUSTED
 LP0282  ______________________________________________________________________
 LP0282  GEOID HEIGHT    -        -17.796 (meters)                     GEOID18
 LP0282  DYNAMIC HEIGHT  -       1635.847 (meters)     5366.94  (feet) COMP
 LP0282  MODELED GRAVITY -    979,672.1   (mgal)                       NAVD 88
 LP0282  OBS GRAVITY     -    979,671.5   (mgal)                       GRAV_OBS
 LP0282
 LP0282  VERT ORDER      -  FIRST     CLASS I
 LP0282
 LP0282.The horizontal coordinates were scaled from a map and have
 LP0282.an estimated accuracy of +/- 6 seconds.
 LP0282
 LP0282.The orthometric height was determined by differential leveling and
 LP0282.adjusted by the NATIONAL GEODETIC SURVEY
 LP0282.in June 1991.
 LP0282
 LP0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0282.GEOID18 height accuracy estimate available here.
 LP0282
 LP0282.Click photographs - Photos may exist for this station.
 LP0282
 LP0282.The dynamic height is computed by dividing the NAVD 88
 LP0282.geopotential number by the normal gravity value computed on the
 LP0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0282.degrees latitude (g = 980.6199 gals.).
 LP0282
 LP0282.The modeled gravity was interpolated from observed gravity values.
 LP0282
 LP0282.The observed gravity was obtained from relative gravimeter ties
 LP0282.to the IGSN71 gravity network.
 LP0282
 LP0282;                    North         East    Units  Estimated Accuracy
 LP0282;SPC UT C     - 2,202,040.      426,590.      MT  (+/- 180 meters Scaled)
 LP0282
 LP0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK840452(NAD 83)
 LP0282
 LP0282                          SUPERSEDED SURVEY CONTROL
 LP0282
 LP0282  NGVD 29 (??/??/92) 1636.15   (m)         5367.9    (f) COMPUTED    1 1
 LP0282
 LP0282.Superseded values are not recommended for survey control.
 LP0282
 LP0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0282.See file dsdata.pdf to determine how the superseded data were derived.
 LP0282
 LP0282_MARKER: DB = BENCH MARK DISK
 LP0282_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LP0282+WITH SETTING: INFORMATION.
 LP0282_STAMPING: J 176 1970
 LP0282_MARK LOGO: CGS
 LP0282_MAGNETIC: I = MARKER IS A STEEL ROD
 LP0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0282_ROD/PIPE-DEPTH: 2.4 meters
 LP0282
 LP0282  HISTORY     - Date     Condition        Report By
 LP0282  HISTORY     - 1970     MONUMENTED       NGS
 LP0282
 LP0282                          STATION DESCRIPTION
 LP0282
 LP0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0282'10.3 MI N FROM LOFGREEN.
 LP0282'10.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING SIGN
 LP0282'AT LOFGREEN, 1 1/2 POLES NORTHWEST OF AND ACROSS THE TRACK FROM MILE
 LP0282'POST 720.25, 66.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 28 1/2 FEET
 LP0282'NORTHEAST OF THE CENTER LINE OF A TRACK ROAD, 33.2 FEET SOUTHWEST OF
 LP0282'THE FENCE LINE, 2.0 FEET NORTHWEST OF A WITNESS POST, ABOUT 13 FEET
 LP0282'LOWER THAN THE TRACK, A DISK ON A 5/8-INCH COPPER COATED ROD DRIVEN TO
 LP0282'GRADUAL REFUSAL AT A DEPTH OF 8 FEET.  THE ROD IS ENCASED IN A
 LP0282'CONCRETE POST WHICH PROJECTS 0.4 FOOT.  SECTION 1, T 5W, R 8S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0065 ***********************************************************************
 KO0065  DESIGNATION -  J 177
 KO0065  PID         -  KO0065
 KO0065  STATE/COUNTY-  UT/JUAB
 KO0065  COUNTRY     -  US
 KO0065  USGS QUAD   -  TINTIC JUNCTION (2017)
 KO0065
 KO0065                         *CURRENT SURVEY CONTROL
 KO0065  ______________________________________________________________________
 KO0065* NAD 83(1986) POSITION- 39 56 39.     (N) 112 13 10.     (W)   SCALED
 KO0065* NAVD 88 ORTHO HEIGHT -  1825.028 (meters)     5987.61  (feet) ADJUSTED
 KO0065  ______________________________________________________________________
 KO0065  GEOID HEIGHT    -        -17.809 (meters)                     GEOID18
 KO0065  DYNAMIC HEIGHT  -       1823.256 (meters)     5981.80  (feet) COMP
 KO0065  MODELED GRAVITY -    979,590.5   (mgal)                       NAVD 88
 KO0065
 KO0065  VERT ORDER      -  FIRST     CLASS I
 KO0065
 KO0065.The horizontal coordinates were scaled from a map and have
 KO0065.an estimated accuracy of +/- 6 seconds.
 KO0065
 KO0065.The orthometric height was determined by differential leveling and
 KO0065.adjusted by the NATIONAL GEODETIC SURVEY
 KO0065.in June 1991.
 KO0065
 KO0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0065.GEOID18 height accuracy estimate available here.
 KO0065
 KO0065.Click photographs - Photos may exist for this station.
 KO0065
 KO0065.The dynamic height is computed by dividing the NAVD 88
 KO0065.geopotential number by the normal gravity value computed on the
 KO0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0065.degrees latitude (g = 980.6199 gals.).
 KO0065
 KO0065.The modeled gravity was interpolated from observed gravity values.
 KO0065
 KO0065;                    North         East    Units  Estimated Accuracy
 KO0065;SPC UT C     - 2,179,080.      438,520.      MT  (+/- 180 meters Scaled)
 KO0065
 KO0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK958222(NAD 83)
 KO0065
 KO0065                          SUPERSEDED SURVEY CONTROL
 KO0065
 KO0065.No superseded survey control is available for this station.
 KO0065
 KO0065_MARKER: DB = BENCH MARK DISK
 KO0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KO0065_SP_SET: CULVERT
 KO0065_STAMPING: J 177 1970
 KO0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0065
 KO0065  HISTORY     - Date     Condition        Report By
 KO0065  HISTORY     - 1970     MONUMENTED       NGS
 KO0065
 KO0065                          STATION DESCRIPTION
 KO0065
 KO0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0065'3.35 MI NW FROM TINTIC JUNCTION.
 KO0065'3.35 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0065'AT TINTIC JUNCTION, 3 1/4 POLES EAST OF MILE POST 702, 1 1/4 POLES
 KO0065'WEST OF SEMAPHORE 701.9, IN THE TOP AND 2.0 FEET EAST OF THE WEST END
 KO0065'OF THE NORTH CONCRETE HEAD WALL OF CULVERT 701.89, 135 FEET SOUTH OF
 KO0065'THE CENTER LINE OF STATE HIGHWAY 36, 32 FEET NORTH OF THE NORTH RAIL
 KO0065'AND ABOUT 14 FEET LOWER THAN THE TRACK.  SECTION 19, T 3W, R 10S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0007 ***********************************************************************
 KO0007  DESIGNATION -  J 178
 KO0007  PID         -  KO0007
 KO0007  STATE/COUNTY-  UT/MILLARD
 KO0007  COUNTRY     -  US
 KO0007  USGS QUAD   -  LYNNDYL EAST (2017)
 KO0007
 KO0007                         *CURRENT SURVEY CONTROL
 KO0007  ______________________________________________________________________
 KO0007* NAD 83(1986) POSITION- 39 32 56.6    (N) 112 21 28.1    (W)   HD_HELD2
 KO0007* NAVD 88 ORTHO HEIGHT -  1459.923 (meters)     4789.76  (feet) ADJUSTED
 KO0007  ______________________________________________________________________
 KO0007  GEOID HEIGHT    -        -18.500 (meters)                     GEOID18
 KO0007  DYNAMIC HEIGHT  -       1458.608 (meters)     4785.45  (feet) COMP
 KO0007  MODELED GRAVITY -    979,674.8   (mgal)                       NAVD 88
 KO0007  OBS GRAVITY     -    979,672.0   (mgal)                       GRAV_OBS
 KO0007
 KO0007  VERT ORDER      -  FIRST     CLASS I
 KO0007
 KO0007.The horizontal coordinates were established by autonomous hand held GPS
 KO0007.observations and have an estimated accuracy of +/- 10 meters.
 KO0007
 KO0007.The orthometric height was determined by differential leveling and
 KO0007.adjusted by the NATIONAL GEODETIC SURVEY
 KO0007.in June 1991.
 KO0007
 KO0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0007.GEOID18 height accuracy estimate available here.
 KO0007
 KO0007.Click photographs - Photos may exist for this station.
 KO0007
 KO0007.The dynamic height is computed by dividing the NAVD 88
 KO0007.geopotential number by the normal gravity value computed on the
 KO0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0007.degrees latitude (g = 980.6199 gals.).
 KO0007
 KO0007.The modeled gravity was interpolated from observed gravity values.
 KO0007
 KO0007.The observed gravity was obtained from relative gravimeter ties
 KO0007.to the IGSN71 gravity network.
 KO0007
 KO0007;                    North         East    Units  Estimated Accuracy
 KO0007;SPC UT C     - 2,135,321.      426,277.      MT  (+/- 10 meters HH2 GPS)
 KO0007
 KO0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ8333778589(NAD 83)
 KO0007
 KO0007                          SUPERSEDED SURVEY CONTROL
 KO0007
 KO0007.No superseded survey control is available for this station.
 KO0007
 KO0007_MARKER: DB = BENCH MARK DISK
 KO0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0007_STAMPING: J 178 1970
 KO0007_MARK LOGO: CGS
 KO0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0007+STABILITY: SURFACE MOTION
 KO0007
 KO0007  HISTORY     - Date     Condition        Report By
 KO0007  HISTORY     - 1970     MONUMENTED       NGS
 KO0007
 KO0007                          STATION DESCRIPTION
 KO0007
 KO0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0007'2.15 MI NE FROM LYNNDYL.
 KO0007'2.15 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0007'SIGN AT LYNNDYL, 121 1/2 FEET SOUTHEAST AND ACROSS THE TRACK FROM
 KO0007'MILEPOLE 668, 70.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 78 FEET
 KO0007'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 50 AND 6, 26.2 FEET
 KO0007'NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 1 1/2 FEET SOUTHWEST OF
 KO0007'A TELEPHONE POLE, 2.4 FEET NORTHEAST OF A WITNESS POST, ABOUT 5 1/2
 KO0007'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 KO0007'PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 1, T15S, R5W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0279 ***********************************************************************
 KO0279  DESIGNATION -  J 179
 KO0279  PID         -  KO0279
 KO0279  STATE/COUNTY-  UT/MILLARD
 KO0279  COUNTRY     -  US
 KO0279  USGS QUAD   -  DELTA NE (2017)
 KO0279
 KO0279                         *CURRENT SURVEY CONTROL
 KO0279  ______________________________________________________________________
 KO0279* NAD 83(2011) POSITION- 39 23 43.21476(N) 112 30 17.63002(W)   ADJUSTED
 KO0279* NAD 83(2011) ELLIP HT-  1424.251 (meters)        (06/27/12)   ADJUSTED
 KO0279* NAD 83(2011) EPOCH   -  2010.00
 KO0279* NAVD 88 ORTHO HEIGHT -  1443.437 (meters)     4735.68  (feet) ADJUSTED
 KO0279  ______________________________________________________________________
 KO0279  GEOID HEIGHT    -        -19.180 (meters)                     GEOID18
 KO0279  NAD 83(2011) X  - -1,889,579.150 (meters)                     COMP
 KO0279  NAD 83(2011) Y  - -4,560,744.996 (meters)                     COMP
 KO0279  NAD 83(2011) Z  -  4,027,234.375 (meters)                     COMP
 KO0279  LAPLACE CORR    -          8.11  (seconds)                    DEFLEC18
 KO0279  DYNAMIC HEIGHT  -       1442.108 (meters)     4731.32  (feet) COMP
 KO0279  MODELED GRAVITY -    979,655.9   (mgal)                       NAVD 88
 KO0279
 KO0279  VERT ORDER      -  FIRST     CLASS I
 KO0279
 KO0279  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KO0279  Standards:
 KO0279         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KO0279            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KO0279  -------------------------------------------------------------------
 KO0279  NETWORK    0.60   1.69           0.27   0.21   0.86     -0.11846406
 KO0279  -------------------------------------------------------------------
 KO0279  Click here for local accuracies and other accuracy information.
 KO0279
 KO0279.This mark is at Delta Municipal Airport (DTA)
 KO0279
 KO0279.The horizontal coordinates were established by GPS observations
 KO0279.and adjusted by the National Geodetic Survey in June 2012.
 KO0279
 KO0279.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KO0279.been affixed to the stable North American tectonic plate. See 
 KO0279.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KO0279
 KO0279.The horizontal coordinates are valid at the epoch date displayed above
 KO0279.which is a decimal equivalence of Year/Month/Day.
 KO0279
 KO0279.The orthometric height was determined by differential leveling and
 KO0279.adjusted by the NATIONAL GEODETIC SURVEY
 KO0279.in June 1991.
 KO0279
 KO0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0279.GEOID18 height accuracy estimate available here.
 KO0279
 KO0279.Click photographs - Photos may exist for this station.
 KO0279
 KO0279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KO0279
 KO0279.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0279
 KO0279.The ellipsoidal height was determined by GPS observations
 KO0279.and is referenced to NAD 83.
 KO0279
 KO0279.The dynamic height is computed by dividing the NAVD 88
 KO0279.geopotential number by the normal gravity value computed on the
 KO0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0279.degrees latitude (g = 980.6199 gals.).
 KO0279
 KO0279.The modeled gravity was interpolated from observed gravity values.
 KO0279
 KO0279. The following values were computed from the NAD 83(2011) position.
 KO0279
 KO0279;                    North         East     Units Scale Factor Converg.
 KO0279;SPC UT C     - 2,118,388.888   413,443.910   MT  0.99992808   -0 38 37.4
 KO0279;SPC UT C     - 6,950,080.88  1,356,440.56   sFT  0.99992808   -0 38 37.4
 KO0279;UTM  12      - 4,361,729.322   370,413.648   MT  0.99980676   -0 57 18.9
 KO0279
 KO0279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0279!SPC UT C     -   0.99977660  x   0.99992808  =   0.99970470
 KO0279!UTM  12      -   0.99977660  x   0.99980676  =   0.99958340
 KO0279
 KO0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ7041361729(NAD 83)
 KO0279
 KO0279                          SUPERSEDED SURVEY CONTROL
 KO0279
 KO0279  NAD 83(2007)-  39 23 43.21441(N)    112 30 17.63009(W) AD(2002.00) 1
 KO0279  ELLIP H (09/30/10) 1424.261  (m)                       GP(2002.00) 4 2
 KO0279  NAVD 88            1443.44   (m)         4735.7    (f) LEVELING    3  
 KO0279  NGVD 29 (??/??/92) 1442.29   (m)         4731.9    (f) COMPUTED    1 1
 KO0279
 KO0279.Superseded values are not recommended for survey control.
 KO0279
 KO0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0279.See file dsdata.pdf to determine how the superseded data were derived.
 KO0279
 KO0279_MARKER: DB = BENCH MARK DISK
 KO0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0279_STAMPING: J 179 1970
 KO0279_MARK LOGO: CGS
 KO0279_PROJECTION: RECESSED 12 CENTIMETERS
 KO0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0279+STABILITY: SURFACE MOTION
 KO0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0279+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2009
 KO0279
 KO0279  HISTORY     - Date     Condition        Report By
 KO0279  HISTORY     - 1970     MONUMENTED       NGS
 KO0279  HISTORY     - 20091201 GOOD             STANTI
 KO0279  HISTORY     - 20120129 POOR             GEOCAC
 KO0279
 KO0279                          STATION DESCRIPTION
 KO0279
 KO0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0279'4.55 MI NE FROM DELTA.
 KO0279'4.55 MILES NORTHEAST ALONG U.S. HIGHWAY 50 AND 6 FROM THE JUNCTION OF
 KO0279'3RD EAST STREET AT DELTA, 0.5 MILE SOUTHWEST OF A BRIDGE OVER SEVIER
 KO0279'RIVER, 29.0 FEET SOUTHEAST OF MILEPOST 94, 68 FEET SOUTHEAST OF THE
 KO0279'CENTER LINE OF THE HIGHWAY, 24.3 FEET EAST OF A RIGHT-OF-WAY MARKER,
 KO0279'1.9 FEET NORTHEAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 KO0279'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 KO0279'ABOVE THE GROUND.  SECTION 27, T 16S, R 6W.
 KO0279
 KO0279                          STATION RECOVERY (2009)
 KO0279
 KO0279'RECOVERY NOTE BY STANTEC CONSULTING INC. 2009 (TMW)
 KO0279'THE STATION IS LOCATED ABOUT 270 KM (167.8 MI) NORTH NORTHEASTERLY
 KO0279'FROM THE ST.GEORGE MUNICIPAL AIRPORT, 160 KM (99.4 MI) SOUTH
 KO0279'SOUTHWESTERLY FROM THE SALT LAKE INTERNATIONAL AIRPORT, 6.4 KM (4.0
 KO0279'MI) NORTHEAST OF DELTA, AT THE DELTA MUNICIPAL AIRPORT.
 KO0279'
 KO0279'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 50 AND HIGHWAY 6
 KO0279'ON THE EAST SIDE OF DELTA, GO NORTHEAST ON HIGHWAY 6 FOR 7.24 KM (4.5
 KO0279'MI) TO THE STATION ON THE RIGHT.
 KO0279'
 KO0279'THE STATION IS A DISK SET IN THE TOP OF A 30 CM (12 INCHES) SQUARE
 KO0279'CONCRETE POST RECESSED 12 CM (5 INCHES) BELOW GROUND.  IT IS 122 M
 KO0279'(400.3 FT) SOUTHEAST OF THE INTERSECTION OF HIGHWAY 6 AND HIGHWAY 136,
 KO0279'10.6 M (34.8 FT) SOUTHEAST OF THE EDGE OF HIGHWAY 6, AND 0.51 M (1.7
 KO0279'FT) NORTH OF METAL WITNESS POST.
 KO0279
 KO0279                          STATION RECOVERY (2012)
 KO0279
 KO0279'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 KO0279'MARK NO LONGER ABOVE GRADE, COVERED BY SEVERAL INCHES OF SOIL WHICH
 KO0279'WERE REMOVED. MAY REQUIRE ADDITIONAL EXCAVATION TO RENDER VISIBLE AND
 KO0279'USABLE FOR SATELLITE OBSERVATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0287 ***********************************************************************
 JM0287  DESIGNATION -  J 18
 JM0287  PID         -  JM0287
 JM0287  STATE/COUNTY-  UT/GRAND
 JM0287  COUNTRY     -  US
 JM0287  USGS QUAD   -  THOMPSON SPRINGS (2017)
 JM0287
 JM0287                         *CURRENT SURVEY CONTROL
 JM0287  ______________________________________________________________________
 JM0287* NAD 83(1986) POSITION- 38 57 49.43   (N) 109 43 29.54   (W)   HD_HELD1
 JM0287* NAVD 88 ORTHO HEIGHT -  1549.256 (meters)     5082.85  (feet) ADJUSTED
 JM0287  ______________________________________________________________________
 JM0287  GEOID HEIGHT    -        -19.910 (meters)                     GEOID18
 JM0287  DYNAMIC HEIGHT  -       1547.670 (meters)     5077.65  (feet) COMP
 JM0287  MODELED GRAVITY -    979,550.4   (mgal)                       NAVD 88
 JM0287
 JM0287  VERT ORDER      -  FIRST     CLASS II
 JM0287
 JM0287.The horizontal coordinates were determined by differentially corrected
 JM0287.hand held GPS observations or other comparable positioning techniques
 JM0287.and have an estimated accuracy of +/- 3 meters.
 JM0287
 JM0287.The orthometric height was determined by differential leveling and
 JM0287.adjusted by the NATIONAL GEODETIC SURVEY
 JM0287.in June 1991.
 JM0287
 JM0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0287.GEOID18 height accuracy estimate available here.
 JM0287
 JM0287.Click photographs - Photos may exist for this station.
 JM0287
 JM0287.The dynamic height is computed by dividing the NAVD 88
 JM0287.geopotential number by the normal gravity value computed on the
 JM0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0287.degrees latitude (g = 980.6199 gals.).
 JM0287
 JM0287.The modeled gravity was interpolated from observed gravity values.
 JM0287
 JM0287;                    North         East    Units  Estimated Accuracy
 JM0287;SPC UT C     - 2,071,514.4     653,843.4     MT  (+/- 3 meters HH1 GPS) 
 JM0287
 JM0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ1047313524(NAD 83)
 JM0287
 JM0287                          SUPERSEDED SURVEY CONTROL
 JM0287
 JM0287  NGVD 29 (??/??/92) 1548.187  (m)         5079.34   (f) ADJ UNCH    1 2
 JM0287
 JM0287.Superseded values are not recommended for survey control.
 JM0287
 JM0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0287.See file dsdata.pdf to determine how the superseded data were derived.
 JM0287
 JM0287_MARKER: DB = BENCH MARK DISK
 JM0287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JM0287_SP_SET: BRIDGE
 JM0287_STAMPING: 5079.343 J 18 1933
 JM0287_MARK LOGO: CGS
 JM0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JM0287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0287+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2020
 JM0287
 JM0287  HISTORY     - Date     Condition        Report By
 JM0287  HISTORY     - 1933     MONUMENTED       CGS
 JM0287  HISTORY     - 1934     GOOD             CGS
 JM0287  HISTORY     - 1972     GOOD             DOD
 JM0287  HISTORY     - 20040518 GOOD             GEOCAC
 JM0287  HISTORY     - 20190923 GOOD             NGS
 JM0287  HISTORY     - 20200229 GOOD             INDIV
 JM0287
 JM0287                          STATION DESCRIPTION
 JM0287
 JM0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0287'1.0 MI S FROM THOMPSONS.
 JM0287'1.0 MILE SOUTH ALONG AN ABANDONED HIGHWAY FROM THOMPSONS, GRAND
 JM0287'COUNTY, AT A 30-FOOT I-BEAN CONCRETE DECK BRIDGE, IN THE TOP OF THE
 JM0287'NORTHEAST HUB GUARD, AND 2 FEET FROM THE SOUTHWEST END.  A STANDARD
 JM0287'DISK, STAMPED 5079.343 J 18 1933.
 JM0287
 JM0287                          STATION RECOVERY (1972)
 JM0287
 JM0287'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1972
 JM0287'RECOVERED IN GOOD CONDITION.
 JM0287
 JM0287                          STATION RECOVERY (2004)
 JM0287
 JM0287'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JM0287'RECOVERED IN GOOD CONDITION.
 JM0287
 JM0287                          STATION RECOVERY (2019)
 JM0287
 JM0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (DW)
 JM0287'THE STATION IS ALONG VALLEY CITY ROAD, 0.14 MI (0.23 KM) SOUTHWEST
 JM0287'ALONG NORTH SIDE OF EXXON STATION FROM THE INTERSECTION WITH THOMPSON
 JM0287'SPRINGS ROAD = UT 94 (JUST NORTH OF THE JUNCTION WITH I-70=US 6=US
 JM0287'50=US 191).  MARK IS ON THE NORTHWEST SIDE OF THE BRIDGE AT THE
 JM0287'SOUTHWEST END AND ABOUT 27 M (88.6 FT) NORTHEAST OF DIRT ROAD TO THE
 JM0287'NORTHWEST.
 JM0287
 JM0287                          STATION RECOVERY (2020)
 JM0287
 JM0287'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 JM0287'RECOVERED AS DESCRIBED.  ONE MIGHT HAVE DIFFICULTY POSITIONING A GPS
 JM0287'OVER THIS BENCH MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0196 ***********************************************************************
 KO0196  DESIGNATION -  J 180
 KO0196  PID         -  KO0196
 KO0196  STATE/COUNTY-  UT/MILLARD
 KO0196  COUNTRY     -  US
 KO0196  USGS QUAD   -  SUNSTONE KNOLL (2017)
 KO0196
 KO0196                         *CURRENT SURVEY CONTROL
 KO0196  ______________________________________________________________________
 KO0196* NAD 83(1986) POSITION- 39 08 21.8    (N) 112 43 32.9    (W)   HD_HELD2
 KO0196* NAVD 88 ORTHO HEIGHT -  1395.350 (meters)     4577.91  (feet) ADJUSTED
 KO0196  ______________________________________________________________________
 KO0196  GEOID HEIGHT    -        -20.029 (meters)                     GEOID18
 KO0196  DYNAMIC HEIGHT  -       1394.029 (meters)     4573.58  (feet) COMP
 KO0196  MODELED GRAVITY -    979,632.8   (mgal)                       NAVD 88
 KO0196
 KO0196  VERT ORDER      -  FIRST     CLASS I
 KO0196
 KO0196.The horizontal coordinates were established by autonomous hand held GPS
 KO0196.observations and have an estimated accuracy of +/- 10 meters.
 KO0196
 KO0196.The orthometric height was determined by differential leveling and
 KO0196.adjusted by the NATIONAL GEODETIC SURVEY
 KO0196.in June 1991.
 KO0196
 KO0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0196.GEOID18 height accuracy estimate available here.
 KO0196
 KO0196.Click photographs - Photos may exist for this station.
 KO0196
 KO0196.The dynamic height is computed by dividing the NAVD 88
 KO0196.geopotential number by the normal gravity value computed on the
 KO0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0196.degrees latitude (g = 980.6199 gals.).
 KO0196
 KO0196.The modeled gravity was interpolated from observed gravity values.
 KO0196
 KO0196;                    North         East    Units  Estimated Accuracy
 KO0196;SPC UT C     - 2,090,215.      394,028.      MT  (+/- 10 meters HH2 GPS)
 KO0196
 KO0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ5084833663(NAD 83)
 KO0196
 KO0196                          SUPERSEDED SURVEY CONTROL
 KO0196
 KO0196  NGVD 29 (??/??/92) 1394.26   (m)         4574.3    (f) COMPUTED    1 1
 KO0196
 KO0196.Superseded values are not recommended for survey control.
 KO0196
 KO0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0196.See file dsdata.pdf to determine how the superseded data were derived.
 KO0196
 KO0196_MARKER: DB = BENCH MARK DISK
 KO0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0196_STAMPING: J 180 1970
 KO0196_MARK LOGO: CGS
 KO0196_PROJECTION: PROJECTING
 KO0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0196+STABILITY: SURFACE MOTION
 KO0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0196+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2012
 KO0196
 KO0196  HISTORY     - Date     Condition        Report By
 KO0196  HISTORY     - 1970     MONUMENTED       NGS
 KO0196  HISTORY     - 20120113 GOOD             GEOCAC
 KO0196
 KO0196                          STATION DESCRIPTION
 KO0196
 KO0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0196'16.9 MI SW FROM DELTA.
 KO0196'16.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0196'AT DELTA, 1 1/2 FEET NORTHEAST OF MILEPOLE 632.50, 88.6 FEET NORTHWEST
 KO0196'OF THE NORTHWEST RAIL, 23 1/2 FEET SOUTHEAST OF STATE HIGHWAY 257, 3.4
 KO0196'FEET SOUTHEAST OF A FENCE, 3.4 FEET SOUTHWEST OF A WITNESS POST, ABOUT
 KO0196'3 FEET LOWER THAN THE TRACK AND LEVEL WITH THE HIGHWAY, AND SET IN THE
 KO0196'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 KO0196
 KO0196                          STATION RECOVERY (2012)
 KO0196
 KO0196'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 KO0196'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0242 ***********************************************************************
 JO0242  DESIGNATION -  J 181
 JO0242  PID         -  JO0242
 JO0242  STATE/COUNTY-  UT/MILLARD
 JO0242  COUNTRY     -  US
 JO0242  USGS QUAD   -  CRUZ (2017)
 JO0242
 JO0242                         *CURRENT SURVEY CONTROL
 JO0242  ______________________________________________________________________
 JO0242* NAD 83(1986) POSITION- 38 49 01.     (N) 112 51 08.     (W)   SCALED
 JO0242* NAVD 88 ORTHO HEIGHT -  1477.787 (meters)     4848.37  (feet) ADJUSTED
 JO0242  ______________________________________________________________________
 JO0242  GEOID HEIGHT    -        -20.177 (meters)                     GEOID18
 JO0242  DYNAMIC HEIGHT  -       1476.330 (meters)     4843.59  (feet) COMP
 JO0242  MODELED GRAVITY -    979,590.3   (mgal)                       NAVD 88
 JO0242
 JO0242  VERT ORDER      -  FIRST     CLASS I
 JO0242
 JO0242.The horizontal coordinates were scaled from a map and have
 JO0242.an estimated accuracy of +/- 6 seconds.
 JO0242
 JO0242.The orthometric height was determined by differential leveling and
 JO0242.adjusted by the NATIONAL GEODETIC SURVEY
 JO0242.in June 1991.
 JO0242
 JO0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0242.GEOID18 height accuracy estimate available here.
 JO0242
 JO0242.Click photographs - Photos may exist for this station.
 JO0242
 JO0242.The dynamic height is computed by dividing the NAVD 88
 JO0242.geopotential number by the normal gravity value computed on the
 JO0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0242.degrees latitude (g = 980.6199 gals.).
 JO0242
 JO0242.The modeled gravity was interpolated from observed gravity values.
 JO0242
 JO0242;                    North         East    Units  Estimated Accuracy
 JO0242;SPC UT C     - 2,054,580.      382,560.      MT  (+/- 180 meters Scaled)
 JO0242
 JO0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH391980(NAD 83)
 JO0242
 JO0242                          SUPERSEDED SURVEY CONTROL
 JO0242
 JO0242  NGVD 29 (??/??/92) 1476.70   (m)         4844.8    (f) COMPUTED    1 1
 JO0242
 JO0242.Superseded values are not recommended for survey control.
 JO0242
 JO0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0242.See file dsdata.pdf to determine how the superseded data were derived.
 JO0242
 JO0242_MARKER: DB = BENCH MARK DISK
 JO0242_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0242_SP_SET: CULVERT HEADWALL
 JO0242_STAMPING: J 181 1970
 JO0242_MARK LOGO: CGS
 JO0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0242+STABILITY: SURFACE MOTION
 JO0242
 JO0242  HISTORY     - Date     Condition        Report By
 JO0242  HISTORY     - 1970     MONUMENTED       NGS
 JO0242
 JO0242                          STATION DESCRIPTION
 JO0242
 JO0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0242'9.45 MI NE FROM BLACK ROCK.
 JO0242'9.45 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JO0242'AT BLACK ROCK, 4 1/2 POLES SOUTHWEST OF MILEPOLE 609, IN THE TOP AND
 JO0242'0.8 FOOT SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEAD
 JO0242'WALL OF CULVERT 608.87, 17.7 FEET NORTHWEST OF THE NORTHWEST RAIL, AND
 JO0242'ABOUT 10 FEET LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0208 ***********************************************************************
 JO0208  DESIGNATION -  J 182
 JO0208  PID         -  JO0208
 JO0208  STATE/COUNTY-  UT/MILLARD
 JO0208  COUNTRY     -  US
 JO0208  USGS QUAD   -  READ (2017)
 JO0208
 JO0208                         *CURRENT SURVEY CONTROL
 JO0208  ______________________________________________________________________
 JO0208* NAD 83(1986) POSITION- 38 34 50.     (N) 112 59 06.     (W)   SCALED
 JO0208* NAVD 88 ORTHO HEIGHT -  1488.987 (meters)     4885.12  (feet) ADJUSTED
 JO0208  ______________________________________________________________________
 JO0208  GEOID HEIGHT    -        -20.720 (meters)                     GEOID18
 JO0208  DYNAMIC HEIGHT  -       1487.466 (meters)     4880.13  (feet) COMP
 JO0208  MODELED GRAVITY -    979,555.0   (mgal)                       NAVD 88
 JO0208
 JO0208  VERT ORDER      -  FIRST     CLASS I
 JO0208
 JO0208.The horizontal coordinates were scaled from a map and have
 JO0208.an estimated accuracy of +/- 6 seconds.
 JO0208
 JO0208.The orthometric height was determined by differential leveling and
 JO0208.adjusted by the NATIONAL GEODETIC SURVEY
 JO0208.in June 1991.
 JO0208
 JO0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0208.GEOID18 height accuracy estimate available here.
 JO0208
 JO0208.Click photographs - Photos may exist for this station.
 JO0208
 JO0208.The dynamic height is computed by dividing the NAVD 88
 JO0208.geopotential number by the normal gravity value computed on the
 JO0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0208.degrees latitude (g = 980.6199 gals.).
 JO0208
 JO0208.The modeled gravity was interpolated from observed gravity values.
 JO0208
 JO0208;                    North         East    Units  Estimated Accuracy
 JO0208;SPC UT C     - 2,028,520.      370,590.      MT  (+/- 180 meters Scaled)
 JO0208
 JO0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH270721(NAD 83)
 JO0208
 JO0208                          SUPERSEDED SURVEY CONTROL
 JO0208
 JO0208  NGVD 29 (??/??/92) 1487.650  (m)         4880.73   (f) ADJ UNCH    1 1
 JO0208
 JO0208.Superseded values are not recommended for survey control.
 JO0208
 JO0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0208.See file dsdata.pdf to determine how the superseded data were derived.
 JO0208
 JO0208_MARKER: DB = BENCH MARK DISK
 JO0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0208_STAMPING: J 182 1970
 JO0208_MARK LOGO: CGS
 JO0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0208+STABILITY: SURFACE MOTION
 JO0208
 JO0208  HISTORY     - Date     Condition        Report By
 JO0208  HISTORY     - 1970     MONUMENTED       NGS
 JO0208
 JO0208                          STATION DESCRIPTION
 JO0208
 JO0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0208'9.4 MI S FROM BLACK ROCK.
 JO0208'9.4 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JO0208'BLACK ROCK, DIRECTLY ACROSS THE TRACK FROM MILEPOLE 590, 93.0 FEET
 JO0208'EAST OF THE EAST RAIL, 5.6 FEET WEST OF A FENCE, 1 1/2 FEET SOUTH OF A
 JO0208'TELEPHONE POLE, 1.9 FEET NORTH OF A WITNESS POST, ABOUT 2 1/2 FEET
 JO0208'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JO0208'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0307 ***********************************************************************
 JM0307  DESIGNATION -  J 19
 JM0307  PID         -  JM0307
 JM0307  STATE/COUNTY-  UT/GRAND
 JM0307  COUNTRY     -  US
 JM0307  USGS QUAD   -  GOLD BAR CANYON (2017)
 JM0307
 JM0307                         *CURRENT SURVEY CONTROL
 JM0307  ______________________________________________________________________
 JM0307* NAD 83(1986) POSITION- 38 37 11.5    (N) 109 38 15.6    (W)   HD_HELD2
 JM0307* NAVD 88 ORTHO HEIGHT -  1287.763 (meters)     4224.94  (feet) ADJUSTED
 JM0307  ______________________________________________________________________
 JM0307  GEOID HEIGHT    -        -20.667 (meters)                     GEOID18
 JM0307  DYNAMIC HEIGHT  -       1286.432 (meters)     4220.57  (feet) COMP
 JM0307  MODELED GRAVITY -    979,552.1   (mgal)                       NAVD 88
 JM0307
 JM0307  VERT ORDER      -  FIRST     CLASS II
 JM0307
 JM0307.The horizontal coordinates were established by autonomous hand held GPS
 JM0307.observations and have an estimated accuracy of +/- 10 meters.
 JM0307
 JM0307.The orthometric height was determined by differential leveling and
 JM0307.adjusted by the NATIONAL GEODETIC SURVEY
 JM0307.in June 1991.
 JM0307
 JM0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0307.GEOID18 height accuracy estimate available here.
 JM0307
 JM0307.Click photographs - Photos may exist for this station.
 JM0307
 JM0307.The dynamic height is computed by dividing the NAVD 88
 JM0307.geopotential number by the normal gravity value computed on the
 JM0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0307.degrees latitude (g = 980.6199 gals.).
 JM0307
 JM0307.The modeled gravity was interpolated from observed gravity values.
 JM0307
 JM0307;                    North         East    Units  Estimated Accuracy
 JM0307;SPC UT C     - 2,033,500.      662,195.      MT  (+/- 10 meters HH2 GPS)
 JM0307
 JM0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH1859775473(NAD 83)
 JM0307
 JM0307                          SUPERSEDED SURVEY CONTROL
 JM0307
 JM0307  NGVD 29 (??/??/92) 1286.750  (m)         4221.61   (f) ADJ UNCH    1 2
 JM0307
 JM0307.Superseded values are not recommended for survey control.
 JM0307
 JM0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0307.See file dsdata.pdf to determine how the superseded data were derived.
 JM0307
 JM0307_MARKER: DB = BENCH MARK DISK
 JM0307_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JM0307_SP_SET: CULVERT HEADWALL
 JM0307_STAMPING: 4221.612 J 19 1933
 JM0307_MARK LOGO: CGS
 JM0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0307+STABILITY: SURFACE MOTION
 JM0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JM0307+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2017
 JM0307
 JM0307  HISTORY     - Date     Condition        Report By
 JM0307  HISTORY     - 1933     MONUMENTED       CGS
 JM0307  HISTORY     - 1934     GOOD             CGS
 JM0307  HISTORY     - 1965     GOOD             CGS
 JM0307  HISTORY     - 1980     GOOD             USGS
 JM0307  HISTORY     - 20091122 GOOD             GEOCAC
 JM0307  HISTORY     - 20170525 GOOD             USPSQD
 JM0307
 JM0307                          STATION DESCRIPTION
 JM0307
 JM0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0307'6.6 MI N FROM MOAB.
 JM0307'6.6 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT MOAB,
 JM0307'GRAND COUNTY, 4 MILES NORTHWEST OF THE COLORADO RIVER BRIDGE, AT THE
 JM0307'NORTH END OF A STONE CUT, AT A 4-FOOT SKEW STONE CULVERT, AND IN THE
 JM0307'TOP OF THE SOUTH END OF THE EAST HEADWALL.  A STANDARD DISK, STAMPED
 JM0307'4221.612 J 19 1933.
 JM0307
 JM0307                          STATION RECOVERY (1965)
 JM0307
 JM0307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JM0307'RECOVERED IN GOOD CONDITION.
 JM0307
 JM0307                          STATION RECOVERY (1980)
 JM0307
 JM0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 JM0307'5.9 MILES NORTH ALONG U.S. HIGHWAY 163 AND 191 FROM THE COURTHOUSE
 JM0307'MOAB, GRAND COUNTY , 3.3 MILES NORTH OF THE COLORADO RIVER BRIDGE,
 JM0307'THENCE 0.75 MILES NORTH ALONG OLD HWY., AT THE NORTH END OF A STONE
 JM0307'CUT AT A 4 FOOT SKEW STONE CULVERT, IN THE TOP OF THE SOUTH END OF
 JM0307'THE EAST HEADWALL A STANDARD DISK, STAMPED 4221.612 J 19 1933.
 JM0307
 JM0307                          STATION RECOVERY (2009)
 JM0307
 JM0307'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0307'EASY ACCESS FROM US 191 WITH A GOOD PULL-OFF ZONE ABEAM THE STATION.
 JM0307
 JM0307                          STATION RECOVERY (2017)
 JM0307
 JM0307'RECOVERY NOTE BY US POWER SQUADRON 2017 (GDS)
 JM0307'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0007 ***********************************************************************
 LP0007  DESIGNATION -  J 2
 LP0007  PID         -  LP0007
 LP0007  STATE/COUNTY-  UT/TOOELE
 LP0007  COUNTRY     -  US
 LP0007  USGS QUAD   -  MILLS JUNCTION (2017)
 LP0007
 LP0007                         *CURRENT SURVEY CONTROL
 LP0007  ______________________________________________________________________
 LP0007* NAD 83(1986) POSITION- 40 42 31.     (N) 112 15 00.     (W)   SCALED
 LP0007* NAVD 88 ORTHO HEIGHT -  1299.197 (meters)     4262.45  (feet) POSTED
 LP0007  ______________________________________________________________________
 LP0007  GEOID HEIGHT    -        -17.325 (meters)                     GEOID18
 LP0007  DYNAMIC HEIGHT  -       1298.20  (meters)     4259.2   (feet) COMP
 LP0007  MODELED GRAVITY -    979,811.2   (mgal)                       NAVD 88
 LP0007
 LP0007  VERT ORDER      -  * POSTED, SEE BELOW
 LP0007
 LP0007.The horizontal coordinates were scaled from a map and have
 LP0007.an estimated accuracy of +/- 6 seconds.
 LP0007
 LP0007.The orthometric height was determined by differential leveling
 LP0007.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LP0007
 LP0007.* This is a POSTED BENCH MARK height.
 LP0007
 LP0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0007.GEOID18 height accuracy estimate available here.
 LP0007
 LP0007.Click photographs - Photos may exist for this station.
 LP0007
 LP0007.The dynamic height is computed by dividing the NAVD 88
 LP0007.geopotential number by the normal gravity value computed on the
 LP0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0007.degrees latitude (g = 980.6199 gals.).
 LP0007
 LP0007.The modeled gravity was interpolated from observed gravity values.
 LP0007
 LP0007;                    North         East    Units  Estimated Accuracy
 LP0007;SPC UT C     - 2,263,980.      436,620.      MT  (+/- 180 meters Scaled)
 LP0007
 LP0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL944071(NAD 83)
 LP0007
 LP0007                          SUPERSEDED SURVEY CONTROL
 LP0007
 LP0007  NGVD 29 (??/??/92) 1298.200  (m)         4259.18   (f) ADJ UNCH    1 2
 LP0007
 LP0007.Superseded values are not recommended for survey control.
 LP0007
 LP0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0007.See file dsdata.pdf to determine how the superseded data were derived.
 LP0007
 LP0007_MARKER: Q = CHISELED SQUARE
 LP0007_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LP0007_SP_SET: UNSPEC. ROCK
 LP0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0007
 LP0007  HISTORY     - Date     Condition        Report By
 LP0007  HISTORY     - 1908     MONUMENTED       CGS
 LP0007  HISTORY     - 1934     GOOD             CGS
 LP0007  HISTORY     - 1951     MARK NOT FOUND   CGS
 LP0007
 LP0007                          STATION DESCRIPTION
 LP0007
 LP0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0007'1 MI W FROM LAKE POINT.
 LP0007'ABOUT 1 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM LAKE POINT,
 LP0007'TOOELE COUNTY, ABOUT 70 YARDS WEST OF SEMAPHORE 7636, ABOUT 45-1/2
 LP0007'FEET SOUTH OF THE CENTER LINE OF THE TRACK, ABOUT 3 FEET INSIDE THE
 LP0007'RIGHT-OF-WAY FENCE, ON THE HIGHEST POINT OF A ROCK (PYRAMIDAL IN
 LP0007'SHAPE) WITH THE LETTERS US CUT ROUGHLY ON THE SIDE SLOPING AWAY FROM
 LP0007'THE TRACK, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.  A
 LP0007'CHISELED SQUARE.
 LP0007
 LP0007                          STATION RECOVERY (1951)
 LP0007
 LP0007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LP0007'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0232 ***********************************************************************
 JM0232  DESIGNATION -  J 20
 JM0232  PID         -  JM0232
 JM0232  STATE/COUNTY-  UT/SAN JUAN
 JM0232  COUNTRY     -  US
 JM0232  USGS QUAD   -  LA SAL JUNCTION (2017)
 JM0232
 JM0232                         *CURRENT SURVEY CONTROL
 JM0232  ______________________________________________________________________
 JM0232* NAD 83(1986) POSITION- 38 21 58.     (N) 109 26 15.     (W)   SCALED
 JM0232* NAVD 88 ORTHO HEIGHT -  1610.657 (meters)     5284.30  (feet) ADJUSTED
 JM0232  ______________________________________________________________________
 JM0232  GEOID HEIGHT    -        -19.207 (meters)                     GEOID18
 JM0232  DYNAMIC HEIGHT  -       1608.936 (meters)     5278.65  (feet) COMP
 JM0232  MODELED GRAVITY -    979,503.8   (mgal)                       NAVD 88
 JM0232
 JM0232  VERT ORDER      -  FIRST     CLASS II
 JM0232
 JM0232.The horizontal coordinates were scaled from a map and have
 JM0232.an estimated accuracy of +/- 6 seconds.
 JM0232
 JM0232.The orthometric height was determined by differential leveling and
 JM0232.adjusted by the NATIONAL GEODETIC SURVEY
 JM0232.in June 1991.
 JM0232
 JM0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0232.GEOID18 height accuracy estimate available here.
 JM0232
 JM0232.Click photographs - Photos may exist for this station.
 JM0232
 JM0232.The dynamic height is computed by dividing the NAVD 88
 JM0232.geopotential number by the normal gravity value computed on the
 JM0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0232.degrees latitude (g = 980.6199 gals.).
 JM0232
 JM0232.The modeled gravity was interpolated from observed gravity values.
 JM0232
 JM0232;                    North         East    Units  Estimated Accuracy
 JM0232;SPC UT S     - 3,190,600.      680,240.      MT  (+/- 180 meters Scaled)
 JM0232
 JM0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH365475(NAD 83)
 JM0232
 JM0232                          SUPERSEDED SURVEY CONTROL
 JM0232
 JM0232  NGVD 29 (??/??/92) 1609.642  (m)         5280.97   (f) ADJ UNCH    1 2
 JM0232
 JM0232.Superseded values are not recommended for survey control.
 JM0232
 JM0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0232.See file dsdata.pdf to determine how the superseded data were derived.
 JM0232
 JM0232_MARKER: DB = BENCH MARK DISK
 JM0232_SETTING: 66 = SET IN ROCK OUTCROP
 JM0232_STAMPING: 5280.967 J 20 1933
 JM0232_MARK LOGO: CGS
 JM0232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0232+STABILITY: POSITION/ELEVATION WELL
 JM0232
 JM0232  HISTORY     - Date     Condition        Report By
 JM0232  HISTORY     - 1933     MONUMENTED       CGS
 JM0232  HISTORY     - 1954     MARK NOT FOUND   CGS
 JM0232  HISTORY     - 1982     MARK NOT FOUND   USGS
 JM0232
 JM0232                          STATION DESCRIPTION
 JM0232
 JM0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JM0232'18.6 MI SE FROM MOAB.
 JM0232'IN SAN JUAN COUNTY, 18.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 160 FROM
 JM0232'THE COURTHOUSE AT MOAB, GRAND COUNTY, 10.3 MILES SOUTHEAST OF THE
 JM0232'GRAND SAN JUAN COUNTY LINE, 2.9 MILES SOUTHEAST OF CAVE SPRINGS
 JM0232'BRIDGE, AT THE EAST SIDE OF A DEEP BOX CANYON, ON THE NORTHWEST POINT
 JM0232'OF A SPUR, 38 FEET NORTH OF THE MIDDLE OF A CULVERT, 30 FEET NORTH OF
 JM0232'A SMALL WASH, 50 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, ON THE
 JM0232'SOUTHWEST SLOPE OF BEDROCK, AND 3 FEET HIGHER THAN THE HIGHWAY.  A
 JM0232'STANDARD DISK, STAMPED 5280.967 J 20 1933.
 JM0232
 JM0232                          STATION RECOVERY (1982)
 JM0232
 JM0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0232'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0200 ***********************************************************************
 JO0200  DESIGNATION -  J 231
 JO0200  PID         -  JO0200
 JO0200  STATE/COUNTY-  UT/BEAVER
 JO0200  COUNTRY     -  US
 JO0200  USGS QUAD   -  BLACK RIDGE (2017)
 JO0200
 JO0200                         *CURRENT SURVEY CONTROL
 JO0200  ______________________________________________________________________
 JO0200* NAD 83(1986) POSITION- 38 15 32.     (N) 112 31 19.     (W)   SCALED
 JO0200* NAVD 88 ORTHO HEIGHT -  2107.877 (meters)     6915.59  (feet) ADJUSTED
 JO0200  ______________________________________________________________________
 JO0200  GEOID HEIGHT    -        -19.497 (meters)                     GEOID18
 JO0200  DYNAMIC HEIGHT  -       2105.326 (meters)     6907.22  (feet) COMP
 JO0200  MODELED GRAVITY -    979,343.7   (mgal)                       NAVD 88
 JO0200
 JO0200  VERT ORDER      -  SECOND    CLASS 0
 JO0200
 JO0200.The horizontal coordinates were scaled from a map and have
 JO0200.an estimated accuracy of +/- 6 seconds.
 JO0200
 JO0200.The orthometric height was determined by differential leveling and
 JO0200.adjusted by the NATIONAL GEODETIC SURVEY
 JO0200.in June 1991.
 JO0200
 JO0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0200.GEOID18 height accuracy estimate available here.
 JO0200
 JO0200.Click photographs - Photos may exist for this station.
 JO0200
 JO0200.The dynamic height is computed by dividing the NAVD 88
 JO0200.geopotential number by the normal gravity value computed on the
 JO0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0200.degrees latitude (g = 980.6199 gals.).
 JO0200
 JO0200.The modeled gravity was interpolated from observed gravity values.
 JO0200
 JO0200;                    North         East    Units  Estimated Accuracy
 JO0200;SPC UT S     - 3,177,200.      410,560.      MT  (+/- 180 meters Scaled)
 JO0200
 JO0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH668356(NAD 83)
 JO0200
 JO0200                          SUPERSEDED SURVEY CONTROL
 JO0200
 JO0200  NGVD 29 (??/??/92) 2106.530  (m)         6911.17   (f) ADJ UNCH    2 0
 JO0200
 JO0200.Superseded values are not recommended for survey control.
 JO0200
 JO0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0200.See file dsdata.pdf to determine how the superseded data were derived.
 JO0200
 JO0200_MARKER: DB = BENCH MARK DISK
 JO0200_SETTING: 66 = SET IN ROCK OUTCROP
 JO0200_STAMPING: J 231 1935
 JO0200_MARK LOGO: CGS
 JO0200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0200+STABILITY: POSITION/ELEVATION WELL
 JO0200
 JO0200  HISTORY     - Date     Condition        Report By
 JO0200  HISTORY     - 1935     MONUMENTED       CGS
 JO0200  HISTORY     - 1958     MARK NOT FOUND   USGS
 JO0200  HISTORY     - 1984     MARK NOT FOUND   USGS
 JO0200
 JO0200                          STATION DESCRIPTION
 JO0200
 JO0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0200'9.0 MI E FROM BEAVER.
 JO0200'ABOUT 9.0 MILES EAST ALONG STATE HIGHWAY 21 FROM BEAVER, BEAVER
 JO0200'COUNTY, ABOUT 108 FEET NORTHWEST OF THE CENTER OF A ROAD JUNCTION,
 JO0200'OPPOSITE A SMALL CREEK, 14 FEET NORTH OF THE CENTER LINE OF THE
 JO0200'HIGHWAY, IN LINE WITH A ROW OF POLES, AND IN THE TOP OF A SANDSTONE
 JO0200'LEDGE.  A STANDARD DISK, STAMPED J 231 1935.
 JO0200
 JO0200                          STATION RECOVERY (1958)
 JO0200
 JO0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JO0200'MARK NOT FOUND.
 JO0200
 JO0200                          STATION RECOVERY (1984)
 JO0200
 JO0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JO0200'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0134 ***********************************************************************
 JO0134  DESIGNATION -  J 232
 JO0134  PID         -  JO0134
 JO0134  STATE/COUNTY-  UT/PIUTE
 JO0134  COUNTRY     -  US
 JO0134  USGS QUAD   -  DELANO PEAK (2017)
 JO0134
 JO0134                         *CURRENT SURVEY CONTROL
 JO0134  ______________________________________________________________________
 JO0134* NAD 83(1986) POSITION- 38 15 32.     (N) 112 16 25.     (W)   SCALED
 JO0134* NAVD 88 ORTHO HEIGHT -  2042.787 (meters)     6702.04  (feet) ADJUSTED
 JO0134  ______________________________________________________________________
 JO0134  GEOID HEIGHT    -        -19.121 (meters)                     GEOID18
 JO0134  DYNAMIC HEIGHT  -       2040.376 (meters)     6694.13  (feet) COMP
 JO0134  MODELED GRAVITY -    979,376.3   (mgal)                       NAVD 88
 JO0134
 JO0134  VERT ORDER      -  SECOND    CLASS 0
 JO0134
 JO0134.The horizontal coordinates were scaled from a map and have
 JO0134.an estimated accuracy of +/- 6 seconds.
 JO0134
 JO0134.The orthometric height was determined by differential leveling and
 JO0134.adjusted by the NATIONAL GEODETIC SURVEY
 JO0134.in June 1991.
 JO0134
 JO0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0134.GEOID18 height accuracy estimate available here.
 JO0134
 JO0134.Click photographs - Photos may exist for this station.
 JO0134
 JO0134.The dynamic height is computed by dividing the NAVD 88
 JO0134.geopotential number by the normal gravity value computed on the
 JO0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0134.degrees latitude (g = 980.6199 gals.).
 JO0134
 JO0134.The modeled gravity was interpolated from observed gravity values.
 JO0134
 JO0134;                    North         East    Units  Estimated Accuracy
 JO0134;SPC UT S     - 3,177,000.      432,290.      MT  (+/- 180 meters Scaled)
 JO0134
 JO0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH885353(NAD 83)
 JO0134
 JO0134                          SUPERSEDED SURVEY CONTROL
 JO0134
 JO0134  NGVD 29 (??/??/92) 2041.502  (m)         6697.83   (f) ADJ UNCH    2 0
 JO0134
 JO0134.Superseded values are not recommended for survey control.
 JO0134
 JO0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0134.See file dsdata.pdf to determine how the superseded data were derived.
 JO0134
 JO0134_MARKER: DB = BENCH MARK DISK
 JO0134_SETTING: 66 = SET IN ROCK OUTCROP
 JO0134_STAMPING: J 232 1935
 JO0134_MARK LOGO: CGS
 JO0134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0134+STABILITY: POSITION/ELEVATION WELL
 JO0134
 JO0134  HISTORY     - Date     Condition        Report By
 JO0134  HISTORY     - 1934     MONUMENTED       CGS
 JO0134
 JO0134                          STATION DESCRIPTION
 JO0134
 JO0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0134'4.0 MI NW FROM JUNCTION.
 JO0134'ABOUT 4.0 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM JUNCTION, PIUTE
 JO0134'COUNTY, AT THE FOOT OF A HILL, ABOUT 54 FEET NORTHEAST OF THE CENTER
 JO0134'LINE OF THE ROADWAY AND IN THE TOP OF A SANDSTONE OUTCROP.  A STANDARD
 JO0134'DISK, STAMPED J 232 1935.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0257 ***********************************************************************
 HM0257  DESIGNATION -  J 24
 HM0257  PID         -  HM0257
 HM0257  STATE/COUNTY-  UT/SAN JUAN
 HM0257  COUNTRY     -  US
 HM0257  USGS QUAD   -  MEXICAN HAT (2017)
 HM0257
 HM0257                         *CURRENT SURVEY CONTROL
 HM0257  ______________________________________________________________________
 HM0257* NAD 83(1986) POSITION- 37 09 02.     (N) 109 52 03.     (W)   SCALED
 HM0257* NAVD 88 ORTHO HEIGHT -  1245.552 (meters)     4086.45  (feet) ADJUSTED
 HM0257  ______________________________________________________________________
 HM0257  GEOID HEIGHT    -        -21.008 (meters)                     GEOID18
 HM0257  DYNAMIC HEIGHT  -       1244.178 (meters)     4081.94  (feet) COMP
 HM0257  MODELED GRAVITY -    979,485.7   (mgal)                       NAVD 88
 HM0257
 HM0257  VERT ORDER      -  FIRST     CLASS II
 HM0257
 HM0257.The horizontal coordinates were scaled from a map and have
 HM0257.an estimated accuracy of +/- 6 seconds.
 HM0257
 HM0257.The orthometric height was determined by differential leveling and
 HM0257.adjusted by the NATIONAL GEODETIC SURVEY
 HM0257.in June 1991.
 HM0257
 HM0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0257.GEOID18 height accuracy estimate available here.
 HM0257
 HM0257.Click photographs - Photos may exist for this station.
 HM0257
 HM0257.The dynamic height is computed by dividing the NAVD 88
 HM0257.geopotential number by the normal gravity value computed on the
 HM0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0257.degrees latitude (g = 980.6199 gals.).
 HM0257
 HM0257.The modeled gravity was interpolated from observed gravity values.
 HM0257
 HM0257;                    North         East    Units  Estimated Accuracy
 HM0257;SPC UT S     - 3,054,970.      645,020.      MT  (+/- 180 meters Scaled)
 HM0257
 HM0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG005121(NAD 83)
 HM0257
 HM0257                          SUPERSEDED SURVEY CONTROL
 HM0257
 HM0257  NGVD 29 (??/??/92) 1244.657  (m)         4083.51   (f) ADJ UNCH    1 2
 HM0257
 HM0257.Superseded values are not recommended for survey control.
 HM0257
 HM0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0257.See file dsdata.pdf to determine how the superseded data were derived.
 HM0257
 HM0257_MARKER: DB = BENCH MARK DISK
 HM0257_SETTING: 66 = SET IN ROCK OUTCROP
 HM0257_STAMPING: 4083.512 J 24 1933
 HM0257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0257+STABILITY: POSITION/ELEVATION WELL
 HM0257
 HM0257  HISTORY     - Date     Condition        Report By
 HM0257  HISTORY     - 1933     MONUMENTED       CGS
 HM0257  HISTORY     - 1961     MARK NOT FOUND   USGS
 HM0257  HISTORY     - 1963     MARK NOT FOUND   CGS
 HM0257  HISTORY     - 1983     MARK NOT FOUND   NGS
 HM0257
 HM0257                          STATION DESCRIPTION
 HM0257
 HM0257'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 HM0257'0.6 MI SE FROM MEXICAN HAT.
 HM0257'0.6 MILE SOUTHEAST ALONG THE ROAD TO KAYENTA FROM THE NEVILLS STONE
 HM0257'HOUSE AT MEXICAN HAT, SAN JUAN COUNTY, AT THE SAN JUAN RIVER BRIDGE,
 HM0257'41 FEET EAST OF THE SOUTH END, 48 FEET EAST OF THE CENTERLINE OF THE
 HM0257'ROAD, IN THE TOP OF A STONE CLIFF ON THE BANK OF THE RIVER, 2 FEET
 HM0257'FROM THE EDGE OF THE CLIFF, AND 2 FEET LOWER THAN THE ROAD.  A
 HM0257'STANDARD DISK, STAMPED 4083.512 J 24 1933.
 HM0257
 HM0257                          STATION RECOVERY (1963)
 HM0257
 HM0257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HM0257'MARK NOT FOUND.
 HM0257
 HM0257                          STATION RECOVERY (1983)
 HM0257
 HM0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0257'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0162 ***********************************************************************
 JN0162  DESIGNATION -  J 25
 JN0162  PID         -  JN0162
 JN0162  STATE/COUNTY-  UT/WAYNE
 JN0162  COUNTRY     -  US
 JN0162  USGS QUAD   -  GOLDEN THRONE (2017)
 JN0162
 JN0162                         *CURRENT SURVEY CONTROL
 JN0162  ______________________________________________________________________
 JN0162* NAD 83(1986) POSITION- 38 12 29.     (N) 111 10 16.     (W)   SCALED
 JN0162* NAVD 88 ORTHO HEIGHT -  1665.828 (meters)     5465.30  (feet) ADJUSTED
 JN0162  ______________________________________________________________________
 JN0162  GEOID HEIGHT    -        -19.121 (meters)                     GEOID18
 JN0162  DYNAMIC HEIGHT  -       1664.018 (meters)     5459.37  (feet) COMP
 JN0162  MODELED GRAVITY -    979,483.6   (mgal)                       NAVD 88
 JN0162
 JN0162  VERT ORDER      -  FIRST     CLASS II
 JN0162
 JN0162.The horizontal coordinates were scaled from a map and have
 JN0162.an estimated accuracy of +/- 6 seconds.
 JN0162
 JN0162.The orthometric height was determined by differential leveling and
 JN0162.adjusted by the NATIONAL GEODETIC SURVEY
 JN0162.in June 1991.
 JN0162
 JN0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0162.GEOID18 height accuracy estimate available here.
 JN0162
 JN0162.Click photographs - Photos may exist for this station.
 JN0162
 JN0162.The dynamic height is computed by dividing the NAVD 88
 JN0162.geopotential number by the normal gravity value computed on the
 JN0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0162.degrees latitude (g = 980.6199 gals.).
 JN0162
 JN0162.The modeled gravity was interpolated from observed gravity values.
 JN0162
 JN0162;                    North         East    Units  Estimated Accuracy
 JN0162;SPC UT S     - 3,171,120.      528,810.      MT  (+/- 180 meters Scaled)
 JN0162
 JN0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH850289(NAD 83)
 JN0162
 JN0162                          SUPERSEDED SURVEY CONTROL
 JN0162
 JN0162  NGVD 29 (??/??/92) 1664.694  (m)         5461.58   (f) ADJ UNCH    1 2
 JN0162
 JN0162.Superseded values are not recommended for survey control.
 JN0162
 JN0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0162.See file dsdata.pdf to determine how the superseded data were derived.
 JN0162
 JN0162_MARKER: DB = BENCH MARK DISK
 JN0162_SETTING: 66 = SET IN ROCK OUTCROP
 JN0162_STAMPING: J 25 1934
 JN0162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0162+STABILITY: POSITION/ELEVATION WELL
 JN0162
 JN0162  HISTORY     - Date     Condition        Report By
 JN0162  HISTORY     - 1934     MONUMENTED       CGS
 JN0162  HISTORY     - 1952     MARK NOT FOUND   USGS
 JN0162  HISTORY     - 1960     MARK NOT FOUND   CGS
 JN0162
 JN0162                          STATION DESCRIPTION
 JN0162
 JN0162'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0162'8.9 MI E FROM FRUITA.
 JN0162'8.9 MILES EAST ALONG STATE HIGHWAY 24 FROM FRUITA, WAYNE COUNTY, 254
 JN0162'FEET WEST OF A U-TURN IN THE HIGHWAY, 18 FEET NORTH OF THE CENTERLINE
 JN0162'OF THE HIGHWAY, IN THE TOP OF BEDROCK, AND ABOUT 2 FEET HIGHER THAN
 JN0162'THE HIGHWAY.  A STANDARD DISK, STAMPED J 25 1934.  NOTE-- IT MAY STILL
 JN0162'BE THERE BUT POSSIBLY COVERED UP WITH DEBRIS.
 JN0162
 JN0162                          STATION RECOVERY (1960)
 JN0162
 JN0162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JN0162'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0131 ***********************************************************************
 KM0131  DESIGNATION -  J 26
 KM0131  PID         -  KM0131
 KM0131  STATE/COUNTY-  UT/UINTAH
 KM0131  COUNTRY     -  US
 KM0131  USGS QUAD   -  SOUTHAM CANYON (2017)
 KM0131
 KM0131                         *CURRENT SURVEY CONTROL
 KM0131  ______________________________________________________________________
 KM0131* NAD 83(1986) POSITION- 39 55 00.4    (N) 109 08 07.1    (W)   HD_HELD2
 KM0131* NAVD 88 ORTHO HEIGHT -  1700.975 (meters)     5580.62  (feet) ADJUSTED
 KM0131  ______________________________________________________________________
 KM0131  GEOID HEIGHT    -        -16.971 (meters)                     GEOID18
 KM0131  DYNAMIC HEIGHT  -       1699.369 (meters)     5575.35  (feet) COMP
 KM0131  MODELED GRAVITY -    979,621.6   (mgal)                       NAVD 88
 KM0131
 KM0131  VERT ORDER      -  FIRST     CLASS II
 KM0131
 KM0131.The horizontal coordinates were established by autonomous hand held GPS
 KM0131.observations and have an estimated accuracy of +/- 10 meters.
 KM0131
 KM0131.The orthometric height was determined by differential leveling and
 KM0131.adjusted by the NATIONAL GEODETIC SURVEY
 KM0131.in June 1991.
 KM0131
 KM0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0131.GEOID18 height accuracy estimate available here.
 KM0131
 KM0131.Click photographs - Photos may exist for this station.
 KM0131
 KM0131.The dynamic height is computed by dividing the NAVD 88
 KM0131.geopotential number by the normal gravity value computed on the
 KM0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0131.degrees latitude (g = 980.6199 gals.).
 KM0131
 KM0131.The modeled gravity was interpolated from observed gravity values.
 KM0131
 KM0131;                    North         East    Units  Estimated Accuracy
 KM0131;SPC UT C     - 2,178,464.      702,132.      MT  (+/- 10 meters HH2 GPS)
 KM0131
 KM0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK5936720184(NAD 83)
 KM0131
 KM0131                          SUPERSEDED SURVEY CONTROL
 KM0131
 KM0131  NGVD 29 (??/??/92) 1699.766  (m)         5576.65   (f) ADJ UNCH    1 2
 KM0131
 KM0131.Superseded values are not recommended for survey control.
 KM0131
 KM0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0131.See file dsdata.pdf to determine how the superseded data were derived.
 KM0131
 KM0131_MARKER: DB = BENCH MARK DISK
 KM0131_SETTING: 66 = SET IN ROCK OUTCROP
 KM0131_STAMPING: 5576.649 J 26 1933
 KM0131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0131+STABILITY: POSITION/ELEVATION WELL
 KM0131
 KM0131  HISTORY     - Date     Condition        Report By
 KM0131  HISTORY     - 1933     MONUMENTED       CGS
 KM0131  HISTORY     - 1956     GOOD             CGS
 KM0131
 KM0131                          STATION DESCRIPTION
 KM0131
 KM0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KM0131'4.0 MI N FROM WATSON.
 KM0131'ABOUT 4.0 MILES NORTH ALONG THE WATSON-JENSEN ROAD FROM WATSON, UINTAH
 KM0131'COUNTY, ABOUT 1.1 MILES SOUTH OF THE Y-JUNCTION OF THE MAIN ROAD TO
 KM0131'DRAGON, ON THE NORTHWEST BANK OF A WASH, ABOUT 300 FEET EAST OF A ROW
 KM0131'OF POLES, ON THE SOUTH SLOPE OF A HILL MARKED BY A PROMINENT ROCK
 KM0131'LEDGE AT THE PEAK, ABOUT 55 FEET NORTHWEST OF THE CENTER LINE OF THE
 KM0131'ROAD, IN THE BASE OF A SANDSTONE OUTCROP, AND NEAR THE PAINTED LETTERS
 KM0131'B.M.  A STANDARD DISK, STAMPED 5576.649 J 26 1933.  NOTE-- THE ROW OF
 KM0131'POLES HAS BEEN REMOVED, AND THE PAINTED LETTERS B.M. HAVE WEATHERED
 KM0131'AWAY.
 KM0131
 KM0131                          STATION RECOVERY (1956)
 KM0131
 KM0131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 KM0131'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0275 ***********************************************************************
 LN0275  DESIGNATION -  J 27
 LN0275  PID         -  LN0275
 LN0275  STATE/COUNTY-  UT/UINTAH
 LN0275  COUNTRY     -  US
 LN0275  USGS QUAD   -  JENSEN (2017)
 LN0275
 LN0275                         *CURRENT SURVEY CONTROL
 LN0275  ______________________________________________________________________
 LN0275* NAD 83(1986) POSITION- 40 22 10.     (N) 109 20 04.     (W)   SCALED
 LN0275* NAVD 88 ORTHO HEIGHT -  1445.546 (meters)     4742.60  (feet) ADJUSTED
 LN0275  ______________________________________________________________________
 LN0275  GEOID HEIGHT    -        -17.144 (meters)                     GEOID18
 LN0275  DYNAMIC HEIGHT  -       1444.258 (meters)     4738.37  (feet) COMP
 LN0275  MODELED GRAVITY -    979,685.1   (mgal)                       NAVD 88
 LN0275
 LN0275  VERT ORDER      -  FIRST     CLASS II
 LN0275
 LN0275.The horizontal coordinates were scaled from a map and have
 LN0275.an estimated accuracy of +/- 6 seconds.
 LN0275
 LN0275.The orthometric height was determined by differential leveling and
 LN0275.adjusted by the NATIONAL GEODETIC SURVEY
 LN0275.in June 1991.
 LN0275
 LN0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0275.GEOID18 height accuracy estimate available here.
 LN0275
 LN0275.Click photographs - Photos may exist for this station.
 LN0275
 LN0275.The dynamic height is computed by dividing the NAVD 88
 LN0275.geopotential number by the normal gravity value computed on the
 LN0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0275.degrees latitude (g = 980.6199 gals.).
 LN0275
 LN0275.The modeled gravity was interpolated from observed gravity values.
 LN0275
 LN0275;                    North         East    Units  Estimated Accuracy
 LN0275;SPC UT C     - 2,228,280.      683,900.      MT  (+/- 180 meters Scaled)
 LN0275
 LN0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK414700(NAD 83)
 LN0275
 LN0275                          SUPERSEDED SURVEY CONTROL
 LN0275
 LN0275  NGVD 29 (??/??/92) 1444.356  (m)         4738.69   (f) ADJ UNCH    1 2
 LN0275
 LN0275.Superseded values are not recommended for survey control.
 LN0275
 LN0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0275.See file dsdata.pdf to determine how the superseded data were derived.
 LN0275
 LN0275_MARKER: DB = BENCH MARK DISK
 LN0275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LN0275_SP_SET: PIER
 LN0275_STAMPING: 4738.691 J 27 1933
 LN0275_MARK LOGO: CGS
 LN0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0275
 LN0275  HISTORY     - Date     Condition        Report By
 LN0275  HISTORY     - 1933     MONUMENTED       CGS
 LN0275  HISTORY     - 1956     GOOD             CGS
 LN0275  HISTORY     - 1981     GOOD             NGS
 LN0275  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0275  HISTORY     - 20091019 MARK NOT FOUND   GEOCAC
 LN0275
 LN0275                          STATION DESCRIPTION
 LN0275
 LN0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0275'IN JENSEN.
 LN0275'AT JENSEN, UINTAH COUNTY, AT THE GREEN RIVER HIGHWAY BRIDGE, AND IN
 LN0275'THE SOUTH END OF THE CONCRETE PIER, AT THE WEST END OF THE STEEL
 LN0275'SUPERSTRUCTURE.  A STANDARD DISK, STAMPED 4738.691 J 27 1933.
 LN0275
 LN0275                          STATION RECOVERY (1956)
 LN0275
 LN0275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 LN0275'RECOVERED IN GOOD CONDITION.
 LN0275
 LN0275                          STATION RECOVERY (1981)
 LN0275
 LN0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LN0275'RECOVERED IN GOOD CONDITION.
 LN0275
 LN0275                          STATION RECOVERY (1984)
 LN0275
 LN0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0275'MARK NOT FOUND.
 LN0275
 LN0275                          STATION RECOVERY (2009)
 LN0275
 LN0275'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LN0275'THE CURRENT BRIDGE WAS ERECTED IN 1994.  OLDER BRIDGES HAVE BEEN
 LN0275'REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0206 ***********************************************************************
 LN0206  DESIGNATION -  J 28
 LN0206  PID         -  LN0206
 LN0206  STATE/COUNTY-  UT/UINTAH
 LN0206  COUNTRY     -  US
 LN0206  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0206
 LN0206                         *CURRENT SURVEY CONTROL
 LN0206  ______________________________________________________________________
 LN0206* NAD 83(1986) POSITION- 40 42 51.     (N) 109 28 51.     (W)   SCALED
 LN0206* NAVD 88 ORTHO HEIGHT -  2545.188 (meters)     8350.34  (feet) ADJUSTED
 LN0206  ______________________________________________________________________
 LN0206  GEOID HEIGHT    -        -14.135 (meters)                     GEOID18
 LN0206  DYNAMIC HEIGHT  -       2542.615 (meters)     8341.90  (feet) COMP
 LN0206  MODELED GRAVITY -    979,520.7   (mgal)                       NAVD 88
 LN0206
 LN0206  VERT ORDER      -  FIRST     CLASS II
 LN0206
 LN0206.The horizontal coordinates were scaled from a map and have
 LN0206.an estimated accuracy of +/- 6 seconds.
 LN0206
 LN0206.The orthometric height was determined by differential leveling and
 LN0206.adjusted by the NATIONAL GEODETIC SURVEY
 LN0206.in June 1991.
 LN0206
 LN0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0206.GEOID18 height accuracy estimate available here.
 LN0206
 LN0206.Click photographs - Photos may exist for this station.
 LN0206
 LN0206.The dynamic height is computed by dividing the NAVD 88
 LN0206.geopotential number by the normal gravity value computed on the
 LN0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0206.degrees latitude (g = 980.6199 gals.).
 LN0206
 LN0206.The modeled gravity was interpolated from observed gravity values.
 LN0206
 LN0206;                    North         East    Units  Estimated Accuracy
 LN0206;SPC UT C     - 2,266,260.      670,600.      MT  (+/- 180 meters Scaled)
 LN0206
 LN0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL283081(NAD 83)
 LN0206
 LN0206                          SUPERSEDED SURVEY CONTROL
 LN0206
 LN0206  NGVD 29 (??/??/92) 2543.720  (m)         8345.52   (f) ADJ UNCH    1 2
 LN0206
 LN0206.Superseded values are not recommended for survey control.
 LN0206
 LN0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0206.See file dsdata.pdf to determine how the superseded data were derived.
 LN0206
 LN0206_MARKER: DB = BENCH MARK DISK
 LN0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0206_STAMPING: 8345.521 J 28 1933
 LN0206_MARK LOGO: CGS
 LN0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0206+STABILITY: SURFACE MOTION
 LN0206
 LN0206  HISTORY     - Date     Condition        Report By
 LN0206  HISTORY     - 1933     MONUMENTED       CGS
 LN0206  HISTORY     - 1949     GOOD             CGS
 LN0206  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0206
 LN0206                          STATION DESCRIPTION
 LN0206
 LN0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0206'26.4 MI N FROM VERNAL.
 LN0206'ABOUT 26.4 MILES NORTH ALONG STATE HIGHWAY 44 FROM VERNAL, UINTAH
 LN0206'COUNTY, ABOUT 1.1 MILES NORTH OF LITTLE BRUSH CREEK, AT THE EAST END
 LN0206'OF A TANGENT ON THE SOUTH SIDE OF AN OPEN FLAT, AND ABOUT 45 FEET
 LN0206'SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 LN0206'8345.521 J 28 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LN0206
 LN0206                          STATION RECOVERY (1949)
 LN0206
 LN0206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LN0206'RECOVERED IN GOOD CONDITION.
 LN0206
 LN0206                          STATION RECOVERY (1984)
 LN0206
 LN0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0206'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0343 ***********************************************************************
 LN0343  DESIGNATION -  J 29
 LN0343  PID         -  LN0343
 LN0343  STATE/COUNTY-  UT/DAGGETT
 LN0343  COUNTRY     -  US
 LN0343  USGS QUAD   -  MANILA (2017)
 LN0343
 LN0343                         *CURRENT SURVEY CONTROL
 LN0343  ______________________________________________________________________
 LN0343* NAD 83(1986) POSITION- 40 57 07.     (N) 109 43 08.     (W)   SCALED
 LN0343* NAVD 88 ORTHO HEIGHT -  1957.447 (meters)     6422.06  (feet) ADJUSTED
 LN0343  ______________________________________________________________________
 LN0343  GEOID HEIGHT    -        -13.839 (meters)                     GEOID18
 LN0343  DYNAMIC HEIGHT  -       1955.698 (meters)     6416.32  (feet) COMP
 LN0343  MODELED GRAVITY -    979,660.7   (mgal)                       NAVD 88
 LN0343
 LN0343  VERT ORDER      -  FIRST     CLASS II
 LN0343
 LN0343.The horizontal coordinates were scaled from a map and have
 LN0343.an estimated accuracy of +/- 6 seconds.
 LN0343
 LN0343.The orthometric height was determined by differential leveling and
 LN0343.adjusted by the NATIONAL GEODETIC SURVEY
 LN0343.in June 1991.
 LN0343
 LN0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0343.GEOID18 height accuracy estimate available here.
 LN0343
 LN0343.Click photographs - Photos may exist for this station.
 LN0343
 LN0343.The dynamic height is computed by dividing the NAVD 88
 LN0343.geopotential number by the normal gravity value computed on the
 LN0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0343.degrees latitude (g = 980.6199 gals.).
 LN0343
 LN0343.The modeled gravity was interpolated from observed gravity values.
 LN0343
 LN0343;                    North         East    Units  Estimated Accuracy
 LN0343;SPC UT N     - 1,070,230.      649,950.      MT  (+/- 180 meters Scaled)
 LN0343
 LN0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL078342(NAD 83)
 LN0343
 LN0343                          SUPERSEDED SURVEY CONTROL
 LN0343
 LN0343  NGVD 29 (??/??/92) 1956.199  (m)         6417.96   (f) ADJ UNCH    1 2
 LN0343
 LN0343.Superseded values are not recommended for survey control.
 LN0343
 LN0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0343.See file dsdata.pdf to determine how the superseded data were derived.
 LN0343
 LN0343_MARKER: DB = BENCH MARK DISK
 LN0343_SETTING: 66 = SET IN ROCK OUTCROP
 LN0343_STAMPING: 6417.963 J 29 1933
 LN0343_MARK LOGO: CGS
 LN0343_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0343+STABILITY: POSITION/ELEVATION WELL
 LN0343
 LN0343  HISTORY     - Date     Condition        Report By
 LN0343  HISTORY     - 1933     MONUMENTED       CGS
 LN0343  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0343
 LN0343                          STATION DESCRIPTION
 LN0343
 LN0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0343'3.0 MI S FROM MANILA.
 LN0343'ABOUT 3.0 MILES SOUTH ALONG STATE HIGHWAY 44 FROM MANILA, DAGGETT
 LN0343'COUNTY, ON THE SOUTH SLOPE OF A RIDGE OF YELLOW SANDSTONE, ABOUT 0.4
 LN0343'MILE SOUTHWEST OF THE ROAD PASS OVER THE RIDGE, ABOUT 0.2 MILE EAST OF
 LN0343'A RIGHT-ANGLE TURN IN THE HIGHWAY, 20 FEET NORTH OF THE CENTER LINE OF
 LN0343'THE HIGHWAY, IN THE BASE OF A BUFF SANDSTONE OUTCROP ABOUT 2 FEET
 LN0343'HIGHER THAN THE HIGHWAY, AND NEAR THE PAINTED LETTERS B.M.  A STANDARD
 LN0343'DISK, STAMPED 6417.963 J 29 1933.
 LN0343
 LN0343                          STATION RECOVERY (1984)
 LN0343
 LN0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0343'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0066 ***********************************************************************
 KO0066  DESIGNATION -  J 3
 KO0066  PID         -  KO0066
 KO0066  STATE/COUNTY-  UT/JUAB
 KO0066  COUNTRY     -  US
 KO0066  USGS QUAD   -  TINTIC JUNCTION (2017)
 KO0066
 KO0066                         *CURRENT SURVEY CONTROL
 KO0066  ______________________________________________________________________
 KO0066* NAD 83(1986) POSITION- 39 56 46.     (N) 112 13 55.     (W)   SCALED
 KO0066* NAVD 88 ORTHO HEIGHT -  1836.272 (meters)     6024.50  (feet) ADJUSTED
 KO0066  ______________________________________________________________________
 KO0066  GEOID HEIGHT    -        -17.819 (meters)                     GEOID18
 KO0066  DYNAMIC HEIGHT  -       1834.488 (meters)     6018.65  (feet) COMP
 KO0066  MODELED GRAVITY -    979,589.4   (mgal)                       NAVD 88
 KO0066
 KO0066  VERT ORDER      -  FIRST     CLASS I
 KO0066
 KO0066.The horizontal coordinates were scaled from a map and have
 KO0066.an estimated accuracy of +/- 6 seconds.
 KO0066
 KO0066.The orthometric height was determined by differential leveling and
 KO0066.adjusted by the NATIONAL GEODETIC SURVEY
 KO0066.in June 1991.
 KO0066
 KO0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0066.GEOID18 height accuracy estimate available here.
 KO0066
 KO0066.Click photographs - Photos may exist for this station.
 KO0066
 KO0066.The dynamic height is computed by dividing the NAVD 88
 KO0066.geopotential number by the normal gravity value computed on the
 KO0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0066.degrees latitude (g = 980.6199 gals.).
 KO0066
 KO0066.The modeled gravity was interpolated from observed gravity values.
 KO0066
 KO0066;                    North         East    Units  Estimated Accuracy
 KO0066;SPC UT C     - 2,179,300.      437,450.      MT  (+/- 180 meters Scaled)
 KO0066
 KO0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK947225(NAD 83)
 KO0066
 KO0066                          SUPERSEDED SURVEY CONTROL
 KO0066
 KO0066.No superseded survey control is available for this station.
 KO0066
 KO0066_MARKER: DB = BENCH MARK DISK
 KO0066_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0066_SP_SET: CULVERT HEADWALL
 KO0066_STAMPING: ELEV. 6020.441 FT.
 KO0066_MARK LOGO: CGS
 KO0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0066+STABILITY: SURFACE MOTION
 KO0066
 KO0066  HISTORY     - Date     Condition        Report By
 KO0066  HISTORY     - 1908     MONUMENTED       CGS
 KO0066  HISTORY     - 1970     POOR             NGS
 KO0066
 KO0066                          STATION DESCRIPTION
 KO0066
 KO0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0066'4.05 MI NW FROM TINTIC JUNCTION.
 KO0066'4.05 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0066'AT TINTIC JUNCTION, 4 POLES NORTHWEST OF MILE POST 702.50, IN THE TOP
 KO0066'AND 1.4 FEET SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 KO0066'HEAD WALL OF CULVERT 702.59, 16.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 KO0066'AND ABOUT 7 FEET LOWER THAN THE TRACK.  SEC 19, T 3W, R 10S. NOTE--
 KO0066'HEAD WALL HAS A LARGE CRACK NEAR ITS CENTER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0016 ***********************************************************************
 JO0016  DESIGNATION -  J 31
 JO0016  PID         -  JO0016
 JO0016  STATE/COUNTY-  UT/SEVIER
 JO0016  COUNTRY     -  US
 JO0016  USGS QUAD   -  ELSINORE (2017)
 JO0016
 JO0016                         *CURRENT SURVEY CONTROL
 JO0016  ______________________________________________________________________
 JO0016* NAD 83(1986) POSITION- 38 37 40.66   (N) 112 11 53.10   (W)   HD_HELD1
 JO0016* NAVD 88 ORTHO HEIGHT -  1650.426 (meters)     5414.77  (feet) ADJUSTED
 JO0016  ______________________________________________________________________
 JO0016  GEOID HEIGHT    -        -19.045 (meters)                     GEOID18
 JO0016  DYNAMIC HEIGHT  -       1648.637 (meters)     5408.90  (feet) COMP
 JO0016  MODELED GRAVITY -    979,486.7   (mgal)                       NAVD 88
 JO0016
 JO0016  VERT ORDER      -  FIRST     CLASS II
 JO0016
 JO0016.The horizontal coordinates were determined by differentially corrected
 JO0016.hand held GPS observations or other comparable positioning techniques
 JO0016.and have an estimated accuracy of +/- 3 meters.
 JO0016
 JO0016.The orthometric height was determined by differential leveling and
 JO0016.adjusted by the NATIONAL GEODETIC SURVEY
 JO0016.in June 1991.
 JO0016
 JO0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0016.GEOID18 height accuracy estimate available here.
 JO0016
 JO0016.Click photographs - Photos may exist for this station.
 JO0016
 JO0016.The dynamic height is computed by dividing the NAVD 88
 JO0016.geopotential number by the normal gravity value computed on the
 JO0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0016.degrees latitude (g = 980.6199 gals.).
 JO0016
 JO0016.The modeled gravity was interpolated from observed gravity values.
 JO0016
 JO0016;                    North         East    Units  Estimated Accuracy
 JO0016;SPC UT C     - 2,032,948.3     439,205.6     MT  (+/- 3 meters HH1 GPS) 
 JO0016
 JO0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH9571376173(NAD 83)
 JO0016
 JO0016                          SUPERSEDED SURVEY CONTROL
 JO0016
 JO0016  NGVD 29 (??/??/92) 1649.214  (m)         5410.80   (f) ADJ UNCH    1 2
 JO0016
 JO0016.Superseded values are not recommended for survey control.
 JO0016
 JO0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0016.See file dsdata.pdf to determine how the superseded data were derived.
 JO0016
 JO0016_MARKER: DB = BENCH MARK DISK
 JO0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0016_STAMPING: J 31 1934
 JO0016_MARK LOGO: CGS
 JO0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0016+STABILITY: SURFACE MOTION
 JO0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0016+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2012
 JO0016
 JO0016  HISTORY     - Date     Condition        Report By
 JO0016  HISTORY     - 1934     MONUMENTED       CGS
 JO0016  HISTORY     - 20120818 GOOD             GEOCAC
 JO0016
 JO0016                          STATION DESCRIPTION
 JO0016
 JO0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0016'4.7 MI N FROM SEVIER.
 JO0016'4.7 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JO0016'THE STATION AT SEVIER, SEVIER COUNTY, 396 FEET NORTH OF MILEPOST 116,
 JO0016'215 FEET SOUTH OF THE CROSSING OF STATE HIGHWAY 118, 48 FEET EAST OF
 JO0016'THE CENTERLINE OF THE TRACK, AND 2 FEET WEST OF THE FENCE.  A STANDARD
 JO0016'DISK, STAMPED J 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JO0016
 JO0016                          STATION RECOVERY (2012)
 JO0016
 JO0016'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 JO0016'NEW DESCRIPTION IS REQUIRED.
 JO0016'THE DENVER AND RIO GRANDE WESTERN RAILROAD RIGHT-OF-WAY HAS BEEN
 JO0016'ABANDONED AND IS NOW A HORSE PASTURE. A FARMER'S ACCESS ROAD NOW
 JO0016'FOLLOWS THE APPROXIMATE PATH OF THE RAILROAD ROADBED BUT NO OTHER
 JO0016'INDICATION OF THE FORMER ROADBED IS APPARENT. MILEPOST 116 IS NO
 JO0016'LONGER IN EXISTENCE.
 JO0016'FOUND AS DESCRIBED WITH RESPECT TO THE CROSSING OF UTAH HIGHWAY 118
 JO0016'AND THE FENCE ALONG THE EASTERN SIDE OF THE FORMER RIGHT-OF-WAY. THE
 JO0016'TOP OF THE SQUARE CONCRETE MONUMENT IS APPROXIMATELY 4 INCHES ABOVE
 JO0016'GRADE.
 JO0016'COORDINATES MEASURED AT 38 37.679N 112 11.885W (WGS 84).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0158 ***********************************************************************
 JO0158  DESIGNATION -  J 32
 JO0158  PID         -  JO0158
 JO0158  STATE/COUNTY-  UT/BEAVER
 JO0158  COUNTRY     -  US
 JO0158  USGS QUAD   -  BEAVER (2017)
 JO0158
 JO0158                         *CURRENT SURVEY CONTROL
 JO0158  ______________________________________________________________________
 JO0158* NAD 83(1986) POSITION- 38 16 26.49   (N) 112 38 22.92   (W)   HD_HELD1
 JO0158* NAVD 88 ORTHO HEIGHT -  1796.829 (meters)     5895.10  (feet) ADJUSTED
 JO0158  ______________________________________________________________________
 JO0158  GEOID HEIGHT    -        -20.209 (meters)                     GEOID18
 JO0158  DYNAMIC HEIGHT  -       1794.794 (meters)     5888.42  (feet) COMP
 JO0158  MODELED GRAVITY -    979,433.3   (mgal)                       NAVD 88
 JO0158
 JO0158  VERT ORDER      -  FIRST     CLASS II
 JO0158
 JO0158.The horizontal coordinates were determined by differentially corrected
 JO0158.hand held GPS observations or other comparable positioning techniques
 JO0158.and have an estimated accuracy of +/- 3 meters.
 JO0158
 JO0158.The orthometric height was determined by differential leveling and
 JO0158.adjusted by the NATIONAL GEODETIC SURVEY
 JO0158.in June 1991.
 JO0158
 JO0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0158.GEOID18 height accuracy estimate available here.
 JO0158
 JO0158.Click photographs - Photos may exist for this station.
 JO0158
 JO0158.The dynamic height is computed by dividing the NAVD 88
 JO0158.geopotential number by the normal gravity value computed on the
 JO0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0158.degrees latitude (g = 980.6199 gals.).
 JO0158
 JO0158.The modeled gravity was interpolated from observed gravity values.
 JO0158
 JO0158;                    North         East    Units  Estimated Accuracy
 JO0158;SPC UT S     - 3,179,002.5     400,274.7     MT  (+/- 3 meters HH1 GPS) 
 JO0158
 JO0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH5657137490(NAD 83)
 JO0158
 JO0158                          SUPERSEDED SURVEY CONTROL
 JO0158
 JO0158  NGVD 29 (??/??/92) 1795.612  (m)         5891.10   (f) ADJ UNCH    1 2
 JO0158
 JO0158.Superseded values are not recommended for survey control.
 JO0158
 JO0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0158.See file dsdata.pdf to determine how the superseded data were derived.
 JO0158
 JO0158_MARKER: DB = BENCH MARK DISK
 JO0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0158_STAMPING: J 32 1934
 JO0158_MARK LOGO: CGS
 JO0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0158+STABILITY: SURFACE MOTION
 JO0158_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JO0158+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2018
 JO0158
 JO0158  HISTORY     - Date     Condition        Report By
 JO0158  HISTORY     - 1934     MONUMENTED       CGS
 JO0158  HISTORY     - 1942     GOOD             CGS
 JO0158  HISTORY     - 20030131 GOOD             NGS
 JO0158  HISTORY     - 20180612 GOOD             NGS
 JO0158
 JO0158                          STATION DESCRIPTION
 JO0158
 JO0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JO0158'IN BEAVER.
 JO0158'AT BEAVER, BEAVER COUNTY, AT THE COUNTY COURTHOUSE, 39 FEET EAST OF
 JO0158'THE NORTH ENTRANCE, 21 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 JO0158'BUILDING, 8 FEET SOUTH OF THE SIDEWALK ON EIGHTH STREET, AND 1 FOOT
 JO0158'WEST OF THE YARD FENCE.  A STANDARD DISK, STAMPED J 32 1934 AND SET IN
 JO0158'THE TOP OF A CONCRETE POST.
 JO0158
 JO0158                          STATION RECOVERY (2003)
 JO0158
 JO0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 JO0158'OLD COURTHOUSE IS AT SW CORNER OF CENTER ST. (OLD 8TH ST.) AND 100
 JO0158'EAST ROAD, 1 BLOCK EAST OF JUNCTION OF ROUTES UT 21, UT 160 AND BL-15.
 JO0158'NEW COURTHOUSE IS AT NE CORNER.  FENCE IS GONE.  STATION IS ABOUT 3 FT
 JO0158'WEST OF NEW SIDEWALK.  THIS IS GRAVITY BASE STATION 'BEAVER,' DOD
 JO0158'4617-1, IGB 12082 .
 JO0158
 JO0158                          STATION RECOVERY (2018)
 JO0158
 JO0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 JO0158'BUILDING.  IS NOW USED AS DAUGHTERS OF UTAH PIONEERS MUSEUM.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0298 ***********************************************************************
 JO0298  DESIGNATION -  J 33
 JO0298  PID         -  JO0298
 JO0298  STATE/COUNTY-  UT/BEAVER
 JO0298  COUNTRY     -  US
 JO0298  USGS QUAD   -  FRISCO (2017)
 JO0298
 JO0298                         *CURRENT SURVEY CONTROL
 JO0298  ______________________________________________________________________
 JO0298* NAD 83(1986) POSITION- 38 26 50.     (N) 113 18 35.     (W)   SCALED
 JO0298* NAVD 88 ORTHO HEIGHT -  1729.361 (meters)     5673.75  (feet) ADJUSTED
 JO0298  ______________________________________________________________________
 JO0298  GEOID HEIGHT    -        -20.981 (meters)                     GEOID18
 JO0298  DYNAMIC HEIGHT  -       1727.527 (meters)     5667.73  (feet) COMP
 JO0298  MODELED GRAVITY -    979,506.6   (mgal)                       NAVD 88
 JO0298
 JO0298  VERT ORDER      -  FIRST     CLASS II
 JO0298
 JO0298.The horizontal coordinates were scaled from a map and have
 JO0298.an estimated accuracy of +/- 6 seconds.
 JO0298
 JO0298.The orthometric height was determined by differential leveling and
 JO0298.adjusted by the NATIONAL GEODETIC SURVEY
 JO0298.in June 1991.
 JO0298
 JO0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0298.GEOID18 height accuracy estimate available here.
 JO0298
 JO0298.Click photographs - Photos may exist for this station.
 JO0298
 JO0298.The dynamic height is computed by dividing the NAVD 88
 JO0298.geopotential number by the normal gravity value computed on the
 JO0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0298.degrees latitude (g = 980.6199 gals.).
 JO0298
 JO0298.The modeled gravity was interpolated from observed gravity values.
 JO0298
 JO0298;                    North         East    Units  Estimated Accuracy
 JO0298;SPC UT S     - 3,199,150.      342,030.      MT  (+/- 180 meters Scaled)
 JO0298
 JO0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH984579(NAD 83)
 JO0298
 JO0298                          SUPERSEDED SURVEY CONTROL
 JO0298
 JO0298  NGVD 29 (??/??/92) 1728.218  (m)         5670.00   (f) ADJ UNCH    1 2
 JO0298
 JO0298.Superseded values are not recommended for survey control.
 JO0298
 JO0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0298.See file dsdata.pdf to determine how the superseded data were derived.
 JO0298
 JO0298_MARKER: DB = BENCH MARK DISK
 JO0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0298_STAMPING: J 33 1934
 JO0298_MARK LOGO: CGS
 JO0298_PROJECTION: PROJECTING 5 CENTIMETERS
 JO0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0298+STABILITY: SURFACE MOTION
 JO0298
 JO0298  HISTORY     - Date     Condition        Report By
 JO0298  HISTORY     - 1934     MONUMENTED       CGS
 JO0298  HISTORY     - 1958     GOOD             USGS
 JO0298  HISTORY     - 1984     GOOD             NGS
 JO0298
 JO0298                          STATION DESCRIPTION
 JO0298
 JO0298'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JO0298'20.3 MI W FROM MILFORD.
 JO0298'TO REACH FROM THE POST OFFICE AT MILFORD DRIVE NORTH AND WEST ALONG
 JO0298'STATE HIGHWAY 21 FOR 18.6 MILES TO A ROAD FORK NORTH TO KING DAVID
 JO0298'MINE, TURN LEFT FOR 0.7 MILE TO AN OLD RAILROAD GRADE.  THE MARK IS
 JO0298'120 FEET SOUTH OF THE OLD RAILROAD GRADE, AND 90 FEET EAST OF THE DIRT
 JO0298'ROAD.  A STANDARD DISK, STAMPED J 33 1934 AND SET IN THE TOP OF A
 JO0298'CONCRETE POST.
 JO0298
 JO0298                          STATION RECOVERY (1984)
 JO0298
 JO0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0298'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 JO0298'DESCRIPTION IS ADEQUATE EXCEPT BM IS 29.64 KM (18.42 MI) NORTHWEST
 JO0298'ALONG STATE HIGHWAY 21 FROM ITS JUNCTION WITH STATE HIGHWAY 257 IN
 JO0298'MILFORD, THENCE 1.05 KM (0.65 MI) NORTH ALONG A DIRT ROAD.
 JO0298'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 JO0298'THE MARK IS 0.8 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0001 ***********************************************************************
 MS0001  DESIGNATION -  J 331
 MS0001  PID         -  MS0001
 MS0001  STATE/COUNTY-  UT/CACHE
 MS0001  COUNTRY     -  US
 MS0001  USGS QUAD   -  CUTLER DAM (2017)
 MS0001
 MS0001                         *CURRENT SURVEY CONTROL
 MS0001  ______________________________________________________________________
 MS0001* NAD 83(1986) POSITION- 41 50 10.     (N) 112 00 09.     (W)   SCALED
 MS0001* NAVD 88 ORTHO HEIGHT -  1356.666 (meters)     4451.00  (feet) ADJUSTED
 MS0001  ______________________________________________________________________
 MS0001  GEOID HEIGHT    -        -15.352 (meters)                     GEOID18
 MS0001  DYNAMIC HEIGHT  -       1355.726 (meters)     4447.91  (feet) COMP
 MS0001  MODELED GRAVITY -    979,883.0   (mgal)                       NAVD 88
 MS0001
 MS0001  VERT ORDER      -  FIRST     CLASS I
 MS0001
 MS0001.The horizontal coordinates were scaled from a map and have
 MS0001.an estimated accuracy of +/- 6 seconds.
 MS0001
 MS0001.The orthometric height was determined by differential leveling and
 MS0001.adjusted by the NATIONAL GEODETIC SURVEY
 MS0001.in June 1991.
 MS0001
 MS0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0001.GEOID18 height accuracy estimate available here.
 MS0001
 MS0001.Click photographs - Photos may exist for this station.
 MS0001
 MS0001.The dynamic height is computed by dividing the NAVD 88
 MS0001.geopotential number by the normal gravity value computed on the
 MS0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0001.degrees latitude (g = 980.6199 gals.).
 MS0001
 MS0001.The modeled gravity was interpolated from observed gravity values.
 MS0001
 MS0001;                    North         East    Units  Estimated Accuracy
 MS0001;SPC UT N     - 1,167,010.      458,260.      MT  (+/- 180 meters Scaled)
 MS0001
 MS0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM167320(NAD 83)
 MS0001
 MS0001                          SUPERSEDED SURVEY CONTROL
 MS0001
 MS0001  NGVD 29 (??/??/92) 1355.641  (m)         4447.63   (f) ADJ UNCH    1 1
 MS0001
 MS0001.Superseded values are not recommended for survey control.
 MS0001
 MS0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0001.See file dsdata.pdf to determine how the superseded data were derived.
 MS0001
 MS0001_MARKER: DB = BENCH MARK DISK
 MS0001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0001_SP_SET: FOUNDATION
 MS0001_STAMPING: J 331 1937
 MS0001_MARK LOGO: CGS
 MS0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0001
 MS0001  HISTORY     - Date     Condition        Report By
 MS0001  HISTORY     - 1937     MONUMENTED       CGS
 MS0001  HISTORY     - 1967     GOOD             CGS
 MS0001  HISTORY     - 20101016 MARK NOT FOUND   GEOCAC
 MS0001
 MS0001                          STATION DESCRIPTION
 MS0001
 MS0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0001'IN CACHE JUNCTION.
 MS0001'AT CACHE JUNCTION, 181 FEET NORTHEAST AND ACROSS THE TRACK FROM THE
 MS0001'UNION PACIFIC RAILROAD STATION, AT AN ELEVATED STEEL WATER TANK, IN
 MS0001'THE TOP OF THE CENTER OF THE SOUTHWEST CONCRETE FOUNDATION OF TWO IRON
 MS0001'SUPPORTS, 157.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 MS0001'TRACK, AND ABOUT 3 1/2 FEET HIGHER THAN THE GROUND.
 MS0001
 MS0001                          STATION RECOVERY (2010)
 MS0001
 MS0001'RECOVERY NOTE BY GEOCACHING 2010 (JWS)
 MS0001'UNION PACIFIC RAILROAD STATION AND ELEVATED WATER TANK NO LONGER
 MS0001'EXIST. THERE IS NO INDICATION OF A RAISED CONCRETE FOUNDATION IN
 MS0001'VICINITY OF COORDINATES OR THE DESCRIBED LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0272 ***********************************************************************
 KO0272  DESIGNATION -  J 332
 KO0272  PID         -  KO0272
 KO0272  STATE/COUNTY-  UT/MILLARD
 KO0272  COUNTRY     -  US
 KO0272  USGS QUAD   -  DELTA NE (2017)
 KO0272
 KO0272                         *CURRENT SURVEY CONTROL
 KO0272  ______________________________________________________________________
 KO0272* NAD 83(1986) POSITION- 39 22 36.82   (N) 112 31 53.27   (W)   HD_HELD1
 KO0272* NAVD 88 ORTHO HEIGHT -  1439.202 (meters)     4721.78  (feet) ADJUSTED
 KO0272  ______________________________________________________________________
 KO0272  GEOID HEIGHT    -        -19.306 (meters)                     GEOID18
 KO0272  DYNAMIC HEIGHT  -       1437.874 (meters)     4717.42  (feet) COMP
 KO0272  MODELED GRAVITY -    979,653.8   (mgal)                       NAVD 88
 KO0272
 KO0272  VERT ORDER      -  FIRST     CLASS I
 KO0272
 KO0272.The horizontal coordinates were determined by differentially corrected
 KO0272.hand held GPS observations or other comparable positioning techniques
 KO0272.and have an estimated accuracy of +/- 3 meters.
 KO0272
 KO0272.The orthometric height was determined by differential leveling and
 KO0272.adjusted by the NATIONAL GEODETIC SURVEY
 KO0272.in June 1991.
 KO0272
 KO0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0272.GEOID18 height accuracy estimate available here.
 KO0272
 KO0272.Click photographs - Photos may exist for this station.
 KO0272
 KO0272.The dynamic height is computed by dividing the NAVD 88
 KO0272.geopotential number by the normal gravity value computed on the
 KO0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0272.degrees latitude (g = 980.6199 gals.).
 KO0272
 KO0272.The modeled gravity was interpolated from observed gravity values.
 KO0272
 KO0272;                    North         East    Units  Estimated Accuracy
 KO0272;SPC UT C     - 2,116,367.6     411,132.1     MT  (+/- 3 meters HH1 GPS) 
 KO0272
 KO0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ6809159720(NAD 83)
 KO0272
 KO0272                          SUPERSEDED SURVEY CONTROL
 KO0272
 KO0272  NGVD 29 (??/??/92) 1438.085  (m)         4718.12   (f) ADJ UNCH    1 1
 KO0272
 KO0272.Superseded values are not recommended for survey control.
 KO0272
 KO0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0272.See file dsdata.pdf to determine how the superseded data were derived.
 KO0272
 KO0272_MARKER: DB = BENCH MARK DISK
 KO0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0272_STAMPING: J 332 1945
 KO0272_MARK LOGO: CGS
 KO0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0272+STABILITY: SURFACE MOTION
 KO0272
 KO0272  HISTORY     - Date     Condition        Report By
 KO0272  HISTORY     - 1945     MONUMENTED       CGS
 KO0272  HISTORY     - 1970     GOOD             NGS
 KO0272
 KO0272                          STATION DESCRIPTION
 KO0272
 KO0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0272'2.6 MI NE FROM DELTA.
 KO0272'2.6 MILES NORTHEAST ALONG U.S. HIGHWAY 50 AND 6 FROM THE JUNCTION OF
 KO0272'3RD EAST STREET AT DELTA, ABOUT 0.05 MILE NORTHEAST OF HIGHWAY
 KO0272'MILEPOST 92, 126 FEET NORTHEAST OF THE CROSSING OF A POWER LINE, AT
 KO0272'THE JUNCTION OF A PRIVATE ROAD WEST, 53 FEET NORTHWEST OF THE CENTER
 KO0272'LINE OF THE HIGHWAY, 25 1/2 FEET SOUTHWEST OF THE SOUTHWEST END OF A
 KO0272'GATE, 2.0 FEET NORTHWEST OF A FENCE, 1.4 FEET NORTHEAST OF A WITNESS
 KO0272'POST, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 KO0272'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.  SEC 33, T 16S, R
 KO0272'6W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0403 ***********************************************************************
 MR0403  DESIGNATION -  J 333 RESET
 MR0403  PID         -  MR0403
 MR0403  STATE/COUNTY-  UT/WEBER
 MR0403  COUNTRY     -  US
 MR0403  USGS QUAD   -  OGDEN (2017)
 MR0403
 MR0403                         *CURRENT SURVEY CONTROL
 MR0403  ______________________________________________________________________
 MR0403* NAD 83(1986) POSITION- 41 12 51.8    (N) 111 58 45.4    (W)   HD_HELD2
 MR0403* NAVD 88 ORTHO HEIGHT -  1312.543 (meters)     4306.23  (feet) ADJUSTED
 MR0403  ______________________________________________________________________
 MR0403  GEOID HEIGHT    -        -16.714 (meters)                     GEOID18
 MR0403  DYNAMIC HEIGHT  -       1311.541 (meters)     4302.95  (feet) COMP
 MR0403  MODELED GRAVITY -    979,816.1   (mgal)                       NAVD 88
 MR0403
 MR0403  VERT ORDER      -  FIRST     CLASS I
 MR0403
 MR0403.The horizontal coordinates were established by autonomous hand held GPS
 MR0403.observations and have an estimated accuracy of +/- 10 meters.
 MR0403
 MR0403.The orthometric height was determined by differential leveling and
 MR0403.adjusted by the NATIONAL GEODETIC SURVEY
 MR0403.in June 1991.
 MR0403
 MR0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0403.GEOID18 height accuracy estimate available here.
 MR0403
 MR0403.Click photographs - Photos may exist for this station.
 MR0403
 MR0403.The dynamic height is computed by dividing the NAVD 88
 MR0403.geopotential number by the normal gravity value computed on the
 MR0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0403.degrees latitude (g = 980.6199 gals.).
 MR0403
 MR0403.The modeled gravity was interpolated from observed gravity values.
 MR0403
 MR0403;                    North         East    Units  Estimated Accuracy
 MR0403;SPC UT N     - 1,097,952.      459,809.      MT  (+/- 10 meters HH2 GPS)
 MR0403
 MR0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1790863018(NAD 83)
 MR0403
 MR0403                          SUPERSEDED SURVEY CONTROL
 MR0403
 MR0403  NGVD 29 (??/??/92) 1311.535  (m)         4302.93   (f) SUPERSEDED  1 1
 MR0403  NGVD 29 (06/08/92) 1311.533  (m)         4302.92   (f) ADJUSTED    1 1
 MR0403
 MR0403.Superseded values are not recommended for survey control.
 MR0403
 MR0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0403.See file dsdata.pdf to determine how the superseded data were derived.
 MR0403
 MR0403_MARKER: DB = BENCH MARK DISK
 MR0403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0403_SP_SET: BOX
 MR0403_STAMPING: J 333 1945 RESET 1958
 MR0403_MARK LOGO: CGS
 MR0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0403
 MR0403  HISTORY     - Date     Condition        Report By
 MR0403  HISTORY     - 1958     MONUMENTED       CGS
 MR0403  HISTORY     - 1967     GOOD             CGS
 MR0403  HISTORY     - 1983     GOOD             NGS
 MR0403  HISTORY     - 20011224 GOOD             INDIV
 MR0403
 MR0403                          STATION DESCRIPTION
 MR0403
 MR0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0403'IN OGDEN.
 MR0403'AT OGDEN, AT THE SOUTHWEST CORNER OF WALL AVENUE AND 28TH STREET, IN
 MR0403'THE TOP OF THE SOUTHEAST CORNER OF A 4- BY 6-FOOT CONCRETE WATER
 MR0403'CONTROLL BOX WITH A ROUND IRON COVER, 45.8 FEET WEST OF THE WEST CURB
 MR0403'OF THE AVENUE, 9.0 FEET SOUTH OF THE SOUTH CURB OF THE STREET, 36.4
 MR0403'FEET NORTHWEST OF THE NORTHEAST CORNER OF A UTAH POWER AND LIGHT
 MR0403'COMPANY BUILDING, 2.8 FEET NORTH OF THE NORTH EDGE OF THE SOUTH
 MR0403'SIDEWALK OF THE STREET, AND ABOUT 1/2 FOOT HIGHER THAN THE AVENUE.
 MR0403
 MR0403                          STATION RECOVERY (1983)
 MR0403
 MR0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0403'RECOVERED IN GOOD CONDITION.
 MR0403
 MR0403                          STATION RECOVERY (2001)
 MR0403
 MR0403'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (KNF)
 MR0403'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0161 ***********************************************************************
 LQ0161  CBN         -  This is a Cooperative Base Network Control Station.
 LQ0161  DESIGNATION -  J 334
 LQ0161  PID         -  LQ0161
 LQ0161  STATE/COUNTY-  UT/TOOELE
 LQ0161  COUNTRY     -  US
 LQ0161  USGS QUAD   -  WENDOVER (2017)
 LQ0161
 LQ0161                         *CURRENT SURVEY CONTROL
 LQ0161  ______________________________________________________________________
 LQ0161* NAD 83(2011) POSITION- 40 43 52.67737(N) 114 02 23.28154(W)   ADJUSTED
 LQ0161* NAD 83(2011) ELLIP HT-  1278.586 (meters)        (06/27/12)   ADJUSTED
 LQ0161* NAD 83(2011) EPOCH   -  2010.00
 LQ0161* NAVD 88 ORTHO HEIGHT -  1296.926 (meters)     4255.00  (feet) ADJUSTED
 LQ0161  ______________________________________________________________________
 LQ0161  GEOID HEIGHT    -        -18.127 (meters)                     GEOID18
 LQ0161  NAD 83(2011) X  - -1,972,117.710 (meters)                     COMP
 LQ0161  NAD 83(2011) Y  - -4,421,181.017 (meters)                     COMP
 LQ0161  NAD 83(2011) Z  -  4,140,691.464 (meters)                     COMP
 LQ0161  LAPLACE CORR    -         -3.59  (seconds)                    DEFLEC18
 LQ0161  DYNAMIC HEIGHT  -       1295.944 (meters)     4251.78  (feet) COMP
 LQ0161  MODELED GRAVITY -    979,822.4   (mgal)                       NAVD 88
 LQ0161
 LQ0161  VERT ORDER      -  SECOND    CLASS 0
 LQ0161
 LQ0161  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LQ0161  Standards:
 LQ0161         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LQ0161            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LQ0161  -------------------------------------------------------------------
 LQ0161  NETWORK    1.12   1.82           0.52   0.36   0.93     -0.12910910
 LQ0161  -------------------------------------------------------------------
 LQ0161  Click here for local accuracies and other accuracy information.
 LQ0161
 LQ0161.This mark is at Wendover Airport (ENV)
 LQ0161
 LQ0161.The horizontal coordinates were established by GPS observations
 LQ0161.and adjusted by the National Geodetic Survey in June 2012.
 LQ0161
 LQ0161.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LQ0161.been affixed to the stable North American tectonic plate. See 
 LQ0161.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LQ0161
 LQ0161.The horizontal coordinates are valid at the epoch date displayed above
 LQ0161.which is a decimal equivalence of Year/Month/Day.
 LQ0161
 LQ0161.The orthometric height was determined by differential leveling and
 LQ0161.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0161.in June 1991.
 LQ0161
 LQ0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0161.GEOID18 height accuracy estimate available here.
 LQ0161
 LQ0161.Click photographs - Photos may exist for this station.
 LQ0161
 LQ0161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LQ0161
 LQ0161.The Laplace correction was computed from DEFLEC18 derived deflections.
 LQ0161
 LQ0161.The ellipsoidal height was determined by GPS observations
 LQ0161.and is referenced to NAD 83.
 LQ0161
 LQ0161.The dynamic height is computed by dividing the NAVD 88
 LQ0161.geopotential number by the normal gravity value computed on the
 LQ0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0161.degrees latitude (g = 980.6199 gals.).
 LQ0161
 LQ0161.The modeled gravity was interpolated from observed gravity values.
 LQ0161
 LQ0161. The following values were computed from the NAD 83(2011) position.
 LQ0161
 LQ0161;                    North         East     Units Scale Factor Converg.
 LQ0161;SPC UT C     - 2,269,277.865   285,472.253   MT  1.00002124   -1 37 37.0
 LQ0161;SPC UT C     - 7,445,122.46    936,586.88   sFT  1.00002124   -1 37 37.0
 LQ0161;UTM  11      - 4,513,145.186   749,982.323   MT  1.00036925   +1 55 57.2
 LQ0161;UTM  12      - 4,513,375.094   243,294.627   MT  1.00041118   -1 59 04.5
 LQ0161
 LQ0161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0161!SPC UT C     -   0.99979947  x   1.00002124  =   0.99982071
 LQ0161!UTM  11      -   0.99979947  x   1.00036925  =   1.00016865
 LQ0161!UTM  12      -   0.99979947  x   1.00041118  =   1.00021057
 LQ0161
 LQ0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF4998213145(NAD 83)
 LQ0161
 LQ0161                          SUPERSEDED SURVEY CONTROL
 LQ0161
 LQ0161  NAD 83(2007)-  40 43 52.67714(N)    114 02 23.28154(W) AD(2002.00) 0
 LQ0161  ELLIP H (02/10/07) 1278.595  (m)                       GP(2002.00)    
 LQ0161  ELLIP H (11/14/01) 1278.660  (m)                       GP(       ) 4 2
 LQ0161  NAD 83(1994)-  40 43 52.67615(N)    114 02 23.27908(W) AD(       ) B
 LQ0161  ELLIP H (04/21/95) 1278.692  (m)                       GP(       ) 4 1
 LQ0161  NAD 83(1986)-  40 43 52.66909(N)    114 02 23.27634(W) AD(       ) 3
 LQ0161  NAVD 88            1296.93   (m)         4255.0    (f) LEVELING    3  
 LQ0161  NGVD 29 (??/??/92) 1295.98   (m)         4251.9    (f) COMPUTED    2 0
 LQ0161  NGVD 29            1295.98   (m)         4251.9    (f) LEVELING    3  
 LQ0161
 LQ0161.Superseded values are not recommended for survey control.
 LQ0161
 LQ0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0161.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0161
 LQ0161_MARKER: DB = BENCH MARK DISK
 LQ0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0161_STAMPING: J 334 1945
 LQ0161_MARK LOGO: CGS
 LQ0161_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0161+STABILITY: SURFACE MOTION
 LQ0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0161+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2016
 LQ0161
 LQ0161  HISTORY     - Date     Condition        Report By
 LQ0161  HISTORY     - 1945     MONUMENTED       CGS
 LQ0161  HISTORY     - 1958     GOOD             CGS
 LQ0161  HISTORY     - 1969     GOOD             CGS
 LQ0161  HISTORY     - 1984     GOOD             DMA
 LQ0161  HISTORY     - 19920716 GOOD             NGS
 LQ0161  HISTORY     - 19931003 GOOD             NGS
 LQ0161  HISTORY     - 19960615 GOOD             NGS
 LQ0161  HISTORY     - 20050123 GOOD             NGS
 LQ0161  HISTORY     - 20100816 GOOD             GEOCAC
 LQ0161  HISTORY     - 20160709 GOOD             NGS
 LQ0161
 LQ0161                          STATION DESCRIPTION
 LQ0161
 LQ0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0161'IN WENDOVER A.F.B..
 LQ0161'AT THE ENTRANCE TO WENDOVER AIR FORCE BASE, 65 FEET EAST OF THE CENTER
 LQ0161'LINE OF THE ENTRANCE ROAD, 124 YARDS SOUTH OF THE CENTER OF THE
 LQ0161'CROSSING OF THE ENTRANCE ROAD AND THE WESTERN PACIFIC RAILROAD, 90
 LQ0161'YARDS SOUTH AND ACROSS A SIDE TRACK FROM THE SHELL OIL COMPANY BULK
 LQ0161'TANKS, 65 FEET WEST OF A POWER POLE WITH A GUY WIRE AND SUPPORTING A
 LQ0161'METER, 12.5 FEET SOUTH OF THE SOUTH RAIL, 1.3 FEET SOUTH OF A FENCE,
 LQ0161'1.7 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET
 LQ0161'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LQ0161
 LQ0161                          STATION RECOVERY (1969)
 LQ0161
 LQ0161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LQ0161'RECOVERED IN GOOD CONDITION.
 LQ0161
 LQ0161                          STATION RECOVERY (1984)
 LQ0161
 LQ0161'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 LQ0161'RECOVERED IN GOOD CONDITION.
 LQ0161
 LQ0161                          STATION RECOVERY (1992)
 LQ0161
 LQ0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LQ0161'THE STATION IS LOCATED JUST EAST OF THE NEVADA/UTAH STATE LINE, ON THE
 LQ0161'NORTH PERIMETER OF THE DEFUNCT WENDOVER AIR FORCE BASE, NOW CITY
 LQ0161'PROPERTY, ALONG THE ROAD LEADING TO THE WENDOVER AIRPORT, IN THE
 LQ0161'NORTHWEST CORNER OF A LARGE GRADED AREA.  OWNERSHIP--CITY OF
 LQ0161'WENDOVER.
 LQ0161'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80
 LQ0161'BUSINESS AND US HIGHWAY 93 ALTERNATE IN WEST WENDOVER, NEVADA, GO
 LQ0161'EAST ON HIGHWAY 80 BUSINESS FOR 0.90 KM (0.56 MI) TO AN OVERHEAD
 LQ0161'WALKWAY BETWEEN CASINOS (STATE LINE).  CONTINUE AHEAD FOR 0.26 KM
 LQ0161'(0.16 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, SOUTH, ON FIRST STREET
 LQ0161'FOR 0.47 KM (0.29 MI) TO RAILROAD TRACKS.  CONTINUE AHEAD FOR 0.10 KM
 LQ0161'(0.06 MI) TO A FENCE CORNER AND THE STATION ON THE LEFT.  CONTINUE
 LQ0161'AHEAD FOR 0.10 KM (0.06 MI) TO A PAVED ROAD LEFT.  TURN LEFT FOR 25 M
 LQ0161'(82.0 FT) , THEN LEFT AGAIN ACROSS GRADED AREA TO THE STATION.
 LQ0161'THE STATION MARK IS A STANDARD CGS DISK SET INTO THE TOP OF A 20 CM
 LQ0161'SQUARE CONCRETE MONUMENT PROJECTING 2 CM ABOVE THE GROUND.  IT IS
 LQ0161'19.1 M (62.7 FT) NORTHEAST FROM THE CENTER OF THE ROAD, 18.4 M
 LQ0161'(60.4 FT) WEST-SOUTHWEST FROM A UTILITY POLE WITH METER AND GUY WIRE,
 LQ0161'9.7 M (31.8 FT) EAST-NORTHEAST FROM THE FENCE CORNER, 0.5 M (1.6 FT)
 LQ0161'WEST-SOUTHWEST FROM A WOODEN WITNESS POST, AND 0.4 M (1.3 FT)
 LQ0161'SOUTH-SOUTHEAST FROM A CARSONITE WITNESS POST SET IN THE PERIMETER
 LQ0161'FENCE.
 LQ0161
 LQ0161                          STATION RECOVERY (1993)
 LQ0161
 LQ0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 LQ0161'STATION IS LOCATED AT THE NORTH EDGE OF THE OLD WENDOVER AIR FORCE
 LQ0161'BASE, NOW CITY PROPERTY, ALONG A FENCE NEAR THE NORTHWEST CORNER OF A
 LQ0161'LARGE GRADED AREA, ALONG THE ENTRANCE ROAD TO THE MUNICIPAL AIRPORT,
 LQ0161'NEAR THE NORTHWEST CORNER OF SECTION 20, T 1 S, R 19 W.
 LQ0161'OWNERSHIP--CITY OF WENDOVER. TO REACH FROM THE UNDERPASS AT THE
 LQ0161'JUNCTION OF INTERSTATE HIGHWAY 80 AND US HIGHWAY 93 ALTERNATE (EXIT
 LQ0161'410) AT WEST WENDOVER, NEVADA, GO SOUTH ON HIGHWAY ALTERNATE 93
 LQ0161'ALTERNATE FOR 0.24 KM (0.15 MI) TO A T-ROAD. TURN LEFT, EAST, ON
 LQ0161'HIGHWAY 93 ALTERNATE AND INTERSTATE HIGHWAY 80 BUSINESS FOR 0.24 KM
 LQ0161'(0.15 MI) TO HIGHWAY 93 ALTERNATE ON THE RIGHT.  CONTINUE AHEAD ON
 LQ0161'HIGHWAY 80 BUSINESS FOR 0.93 KM (0.55 MI) TO AN OVERHEAD WALKWAY
 LQ0161'BETWEEN CASINOS AT THE STATE LINE. CONTINUE AHEAD FOR 0.26 KM (0.15
 LQ0161'MI) TO A CROSS STREET.  TURN RIGHT, SOUTH, ON FIRST STREET FOR 0.47 KM
 LQ0161'(0.30 MI) TO THE RAILROAD TRACKS. CONTINUE AHEAD FOR 0.21 KM (0.15 MI)
 LQ0161'TO A PAVED ROAD LEFT.  TURN LEFT, EAST FOR 25 M, THEN LEFT, NORTH, FOR
 LQ0161'0.10 KM (0.05 MI) ACROSS GRADED AREA TO THE NORTH PERIMETER FENCE AND
 LQ0161'THE STATION. STATION MARK IS A DISK SET IN THE TOP OF A 20-CM SQUARE
 LQ0161'CONCRETE POST PROJECTING 3 CM ABOVE THE GROUND.  IT IS 19.1 M (62.7
 LQ0161'FT) NORTHEAST OF THE ROAD CENTER, 18.4 M (60.4 FT) WEST OF A UTILITY
 LQ0161'POLE WITH ELECTRIC METER AND A GUY WIRE, 9.7 M (31.8 FT) EAST OF A
 LQ0161'FENCE CORNER, 0.5 M (1.6 FT) WEST OF A WOOD WITNESS POST, AND 0.4 M
 LQ0161'(1.3 FT) SOUTH-SOUTHEAST OF A FIBERGLASS WITNESS POST IN THE FENCE
 LQ0161'LINE. DESCRIBED BY G.R.HEID
 LQ0161
 LQ0161                          STATION RECOVERY (1996)
 LQ0161
 LQ0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DW)
 LQ0161'RECOVERED IN GOOD CONDITION.
 LQ0161
 LQ0161                          STATION RECOVERY (2005)
 LQ0161
 LQ0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 LQ0161'FIRST STREET IS 100 E STREET AND IS AT FIRST INTERSECTION EAST OF
 LQ0161'NV-UT BORDER.  THIS IS ADJACENT TO GRAVITY BASE STATION 'WENDOVER J,'
 LQ0161'DOD 4646-1, IGB 15604J.
 LQ0161
 LQ0161                          STATION RECOVERY (2010)
 LQ0161
 LQ0161'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 LQ0161'JUST EAST OF FIRST STREET BETWEEN T-INTERSECTION WITH 450 S STREET TO
 LQ0161'NORTH AND INTERSECTION WITH B STREET TO SOUTH.
 LQ0161
 LQ0161                          STATION RECOVERY (2016)
 LQ0161
 LQ0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016 (DW)
 LQ0161'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0452 ***********************************************************************
 MS0452  DESIGNATION -  J 337
 MS0452  PID         -  MS0452
 MS0452  STATE/COUNTY-  UT/BOX ELDER
 MS0452  COUNTRY     -  US
 MS0452  USGS QUAD   -  DRY CANYON MOUNTAIN (2017)
 MS0452
 MS0452                         *CURRENT SURVEY CONTROL
 MS0452  ______________________________________________________________________
 MS0452* NAD 83(1986) POSITION- 41 48 07.     (N) 113 53 24.     (W)   SCALED
 MS0452* NAVD 88 ORTHO HEIGHT -  1737.172 (meters)     5699.37  (feet) ADJUSTED
 MS0452  ______________________________________________________________________
 MS0452  GEOID HEIGHT    -        -15.249 (meters)                     GEOID18
 MS0452  DYNAMIC HEIGHT  -       1735.860 (meters)     5695.07  (feet) COMP
 MS0452  MODELED GRAVITY -    979,805.3   (mgal)                       NAVD 88
 MS0452
 MS0452  VERT ORDER      -  SECOND    CLASS 0
 MS0452
 MS0452.The horizontal coordinates were scaled from a map and have
 MS0452.an estimated accuracy of +/- 6 seconds.
 MS0452
 MS0452.The orthometric height was determined by differential leveling and
 MS0452.adjusted by the NATIONAL GEODETIC SURVEY
 MS0452.in June 1991.
 MS0452
 MS0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0452.GEOID18 height accuracy estimate available here.
 MS0452
 MS0452.Click photographs - Photos may exist for this station.
 MS0452
 MS0452.The dynamic height is computed by dividing the NAVD 88
 MS0452.geopotential number by the normal gravity value computed on the
 MS0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0452.degrees latitude (g = 980.6199 gals.).
 MS0452
 MS0452.The modeled gravity was interpolated from observed gravity values.
 MS0452
 MS0452;                    North         East    Units  Estimated Accuracy
 MS0452;SPC UT N     - 1,165,830.      301,400.      MT  (+/- 180 meters Scaled)
 MS0452
 MS0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM599318(NAD 83)
 MS0452
 MS0452                          SUPERSEDED SURVEY CONTROL
 MS0452
 MS0452  NGVD 29 (??/??/92) 1736.011  (m)         5695.56   (f) ADJ UNCH    2 0
 MS0452
 MS0452.Superseded values are not recommended for survey control.
 MS0452
 MS0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0452.See file dsdata.pdf to determine how the superseded data were derived.
 MS0452
 MS0452_MARKER: DB = BENCH MARK DISK
 MS0452_SETTING: 80 = SET IN A BOULDER
 MS0452_STAMPING: J 337 1951
 MS0452_MARK LOGO: CGS
 MS0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0452+STABILITY: SURFACE MOTION
 MS0452
 MS0452  HISTORY     - Date     Condition        Report By
 MS0452  HISTORY     - 1951     MONUMENTED       CGS
 MS0452  HISTORY     - 1957     POOR             USGS
 MS0452
 MS0452                          STATION DESCRIPTION
 MS0452
 MS0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MS0452'8 MI N FROM GROUSE CREEK.
 MS0452'3.4 MILES NORTH, 4.6 MILES NORTHWEST, 0.4 MILE EAST OF A POINT WHERE
 MS0452'THE ROAD CROSSES OVER A SMALL STREAM, 0.3 MILE NORTHWEST OF A POINT
 MS0452'WHERE THE ROAD RE-CROSSES THE STREAM, AT A POINT WHERE A FENCE LEAVES
 MS0452'THE ROAD TO GO WEST ACROSS THE STREAM, AND IN THE TOP OF THE WEST END
 MS0452'OF A LONE RED GRANITE BOULDER WHICH PROTRUDES OUT OF THE NORTH
 MS0452'ROADBANK, 19.4 FEET NORTH OF AND ACROSS THE ROAD FROM A FENCE POST AT
 MS0452'AN ANGLE IN THE FENCE, 8 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 MS0452'AND ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE
 MS0452'PAINTED LETTERS B M.  NOTE-- THE BOULDER IN WHICH THE BM IS SET HAS
 MS0452'BEEN MOVED BY ROAD WIDENING.
 MS0452
 MS0452                          STATION RECOVERY (1957)
 MS0452
 MS0452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 MS0452'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0480 ***********************************************************************
 MR0480  DESIGNATION -  J 338
 MR0480  PID         -  MR0480
 MR0480  STATE/COUNTY-  UT/CACHE
 MR0480  COUNTRY     -  US
 MR0480  USGS QUAD   -  TRENTON (2017)
 MR0480
 MR0480                         *CURRENT SURVEY CONTROL
 MR0480  ______________________________________________________________________
 MR0480* NAD 83(1986) POSITION- 41 56 20.16   (N) 111 56 55.49   (W)   HD_HELD1
 MR0480* NAVD 88 ORTHO HEIGHT -  1363.139 (meters)     4472.23  (feet) ADJUSTED
 MR0480  ______________________________________________________________________
 MR0480  GEOID HEIGHT    -        -15.047 (meters)                     GEOID18
 MR0480  DYNAMIC HEIGHT  -       1362.190 (meters)     4469.12  (feet) COMP
 MR0480  MODELED GRAVITY -    979,879.2   (mgal)                       NAVD 88
 MR0480
 MR0480  VERT ORDER      -  FIRST     CLASS I
 MR0480
 MR0480.The horizontal coordinates were determined by differentially corrected
 MR0480.hand held GPS observations or other comparable positioning techniques
 MR0480.and have an estimated accuracy of +/- 3 meters.
 MR0480
 MR0480.The orthometric height was determined by differential leveling and
 MR0480.adjusted by the NATIONAL GEODETIC SURVEY
 MR0480.in June 1991.
 MR0480
 MR0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0480.GEOID18 height accuracy estimate available here.
 MR0480
 MR0480.Click photographs - Photos may exist for this station.
 MR0480
 MR0480.The dynamic height is computed by dividing the NAVD 88
 MR0480.geopotential number by the normal gravity value computed on the
 MR0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0480.degrees latitude (g = 980.6199 gals.).
 MR0480
 MR0480.The modeled gravity was interpolated from observed gravity values.
 MR0480
 MR0480;                    North         East    Units  Estimated Accuracy
 MR0480;SPC UT N     - 1,178,407.0     462,784.5     MT  (+/- 3 meters HH1 GPS) 
 MR0480
 MR0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2135143431(NAD 83)
 MR0480
 MR0480                          SUPERSEDED SURVEY CONTROL
 MR0480
 MR0480  NGVD 29 (??/??/92) 1362.091  (m)         4468.79   (f) ADJ UNCH    1 1
 MR0480
 MR0480.Superseded values are not recommended for survey control.
 MR0480
 MR0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0480.See file dsdata.pdf to determine how the superseded data were derived.
 MR0480
 MR0480_MARKER: DB = BENCH MARK DISK
 MR0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0480_STAMPING: J 338 1951
 MR0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0480+STABILITY: SURFACE MOTION
 MR0480
 MR0480  HISTORY     - Date     Condition        Report By
 MR0480  HISTORY     - 1951     MONUMENTED       CGS
 MR0480  HISTORY     - 1967     GOOD             CGS
 MR0480
 MR0480                          STATION DESCRIPTION
 MR0480
 MR0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0480'1.5 MI N FROM TRENTON.
 MR0480'1.5 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 MR0480'STATE HIGHWAY 170 AT TRENTON, AT MORTON SIDING, AT THE CROSSING OF AN
 MR0480'ASPHALT ROAD, 208 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 12.8
 MR0480'FEET WEST OF THE WEST RAIL OF A SIDE TRACK, 54 FEET EAST AND ACROSS
 MR0480'THE TRACK FROM MILEPOLE 58.25, 3 FEET NORTH OF THE EAST END OF A GATE,
 MR0480'1.2 FEET NORTH OF A FENCE, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT 1
 MR0480'1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 MR0480'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0349 ***********************************************************************
 JO0349  DESIGNATION -  J 34
 JO0349  PID         -  JO0349
 JO0349  STATE/COUNTY-  UT/MILLARD
 JO0349  COUNTRY     -  US
 JO0349  USGS QUAD   -  CEDAR PASS (2017)
 JO0349
 JO0349                         *CURRENT SURVEY CONTROL
 JO0349  ______________________________________________________________________
 JO0349* NAD 83(1986) POSITION- 38 45 19.     (N) 113 57 49.     (W)   SCALED
 JO0349* NAVD 88 ORTHO HEIGHT -  1697.212 (meters)     5568.27  (feet) ADJUSTED
 JO0349  ______________________________________________________________________
 JO0349  GEOID HEIGHT    -        -20.801 (meters)                     GEOID18
 JO0349  DYNAMIC HEIGHT  -       1695.456 (meters)     5562.51  (feet) COMP
 JO0349  MODELED GRAVITY -    979,533.2   (mgal)                       NAVD 88
 JO0349
 JO0349  VERT ORDER      -  FIRST     CLASS II
 JO0349
 JO0349.The horizontal coordinates were scaled from a map and have
 JO0349.an estimated accuracy of +/- 6 seconds.
 JO0349
 JO0349.The orthometric height was determined by differential leveling and
 JO0349.adjusted by the NATIONAL GEODETIC SURVEY
 JO0349.in June 1991.
 JO0349
 JO0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0349.GEOID18 height accuracy estimate available here.
 JO0349
 JO0349.Click photographs - Photos may exist for this station.
 JO0349
 JO0349.The dynamic height is computed by dividing the NAVD 88
 JO0349.geopotential number by the normal gravity value computed on the
 JO0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0349.degrees latitude (g = 980.6199 gals.).
 JO0349
 JO0349.The modeled gravity was interpolated from observed gravity values.
 JO0349
 JO0349;                    North         East    Units  Estimated Accuracy
 JO0349;SPC UT C     - 2,049,800.      285,860.      MT  (+/- 180 meters Scaled)
 JO0349
 JO0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH424937(NAD 83)
 JO0349
 JO0349                          SUPERSEDED SURVEY CONTROL
 JO0349
 JO0349  NGVD 29 (??/??/92) 1696.056  (m)         5564.48   (f) ADJ UNCH    1 2
 JO0349
 JO0349.Superseded values are not recommended for survey control.
 JO0349
 JO0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0349.See file dsdata.pdf to determine how the superseded data were derived.
 JO0349
 JO0349_MARKER: DB = BENCH MARK DISK
 JO0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0349_STAMPING: J 34 1934
 JO0349_MARK LOGO: CGS
 JO0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0349+STABILITY: SURFACE MOTION
 JO0349
 JO0349  HISTORY     - Date     Condition        Report By
 JO0349  HISTORY     - 1934     MONUMENTED       CGS
 JO0349
 JO0349                          STATION DESCRIPTION
 JO0349
 JO0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0349'14.6 MI SE FROM GARRISON.
 JO0349'14.6 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 JO0349'GARRISON, MILLARD COUNTY, 84 FEET NORTHEAST OF A SMALL
 JO0349'NORTHWEST-AND-SOUTHEAST DRY WASH, AND 54 FEET NORTHEAST OF THE
 JO0349'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 34 1934 AND SET
 JO0349'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0139 ***********************************************************************
 JN0139  DESIGNATION -  J 36
 JN0139  PID         -  JN0139
 JN0139  STATE/COUNTY-  UT/SEVIER
 JN0139  COUNTRY     -  US
 JN0139  USGS QUAD   -  JOHNS PEAK (2017)
 JN0139
 JN0139                         *CURRENT SURVEY CONTROL
 JN0139  ______________________________________________________________________
 JN0139* NAD 83(1986) POSITION- 38 41 52.61   (N) 111 23 50.39   (W)   HD_HELD1
 JN0139* NAVD 88 ORTHO HEIGHT -  2348.180 (meters)     7703.99  (feet) ADJUSTED
 JN0139  ______________________________________________________________________
 JN0139  GEOID HEIGHT    -        -17.700 (meters)                     GEOID18
 JN0139  DYNAMIC HEIGHT  -       2345.436 (meters)     7694.98  (feet) COMP
 JN0139  MODELED GRAVITY -    979,374.7   (mgal)                       NAVD 88
 JN0139
 JN0139  VERT ORDER      -  SECOND    CLASS 0
 JN0139
 JN0139.The horizontal coordinates were determined by differentially corrected
 JN0139.hand held GPS observations or other comparable positioning techniques
 JN0139.and have an estimated accuracy of +/- 3 meters.
 JN0139
 JN0139.The orthometric height was determined by differential leveling and
 JN0139.adjusted by the NATIONAL GEODETIC SURVEY
 JN0139.in June 1991.
 JN0139
 JN0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0139.GEOID18 height accuracy estimate available here.
 JN0139
 JN0139.Click photographs - Photos may exist for this station.
 JN0139
 JN0139.The dynamic height is computed by dividing the NAVD 88
 JN0139.geopotential number by the normal gravity value computed on the
 JN0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0139.degrees latitude (g = 980.6199 gals.).
 JN0139
 JN0139.The modeled gravity was interpolated from observed gravity values.
 JN0139
 JN0139;                    North         East    Units  Estimated Accuracy
 JN0139;SPC UT C     - 2,040,486.1     508,932.4     MT  (+/- 3 meters HH1 GPS) 
 JN0139
 JN0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH6544883333(NAD 83)
 JN0139
 JN0139                          SUPERSEDED SURVEY CONTROL
 JN0139
 JN0139  NGVD 29 (??/??/92) 2346.814  (m)         7699.51   (f) ADJ UNCH    2 0
 JN0139
 JN0139.Superseded values are not recommended for survey control.
 JN0139
 JN0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0139.See file dsdata.pdf to determine how the superseded data were derived.
 JN0139
 JN0139_MARKER: DB = BENCH MARK DISK
 JN0139_SETTING: 80 = SET IN A BOULDER
 JN0139_STAMPING: J 36 1934
 JN0139_MARK LOGO: CGS
 JN0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0139+STABILITY: SURFACE MOTION
 JN0139
 JN0139  HISTORY     - Date     Condition        Report By
 JN0139  HISTORY     - 1934     MONUMENTED       CGS
 JN0139
 JN0139                          STATION DESCRIPTION
 JN0139
 JN0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0139'20.6 MI S FROM EMERY.
 JN0139'IN SEVIER COUNTY, ABOUT 20.6 MILES SOUTH ALONG STATE HIGHWAY 10 AND 72
 JN0139'FROM THE PUBLIC SCHOOL AT EMERY, EMERY COUNTY, IN A 10-ACRE FLAT
 JN0139'SURROUNDED BY A HILL AND TREES, 81 FEET WEST OF THE CENTER LINE OF
 JN0139'STATE HIGHWAY 72, IN THE TOP OF A 6- BY 4-FOOT LAVA-ROCK BOULDER, AND
 JN0139'ABOUT 2 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED J 36 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0342 ***********************************************************************
 HO0342  DESIGNATION -  J 364
 HO0342  PID         -  HO0342
 HO0342  STATE/COUNTY-  UT/WASHINGTON
 HO0342  COUNTRY     -  US
 HO0342  USGS QUAD   -  HURRICANE (2017)
 HO0342
 HO0342                         *CURRENT SURVEY CONTROL
 HO0342  ______________________________________________________________________
 HO0342* NAD 83(1986) POSITION- 37 10 35.     (N) 113 19 32.     (W)   SCALED
 HO0342* NAVD 88 ORTHO HEIGHT -   997.217 (meters)     3271.70  (feet) ADJUSTED
 HO0342  ______________________________________________________________________
 HO0342  GEOID HEIGHT    -        -23.807 (meters)                     GEOID18
 HO0342  DYNAMIC HEIGHT  -        996.170 (meters)     3268.27  (feet) COMP
 HO0342  MODELED GRAVITY -    979,548.2   (mgal)                       NAVD 88
 HO0342
 HO0342  VERT ORDER      -  FIRST     CLASS II
 HO0342
 HO0342.The horizontal coordinates were scaled from a map and have
 HO0342.an estimated accuracy of +/- 6 seconds.
 HO0342
 HO0342.The orthometric height was determined by differential leveling and
 HO0342.adjusted by the NATIONAL GEODETIC SURVEY
 HO0342.in June 1991.
 HO0342
 HO0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0342.GEOID18 height accuracy estimate available here.
 HO0342
 HO0342.Click photographs - Photos may exist for this station.
 HO0342
 HO0342.The dynamic height is computed by dividing the NAVD 88
 HO0342.geopotential number by the normal gravity value computed on the
 HO0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0342.degrees latitude (g = 980.6199 gals.).
 HO0342
 HO0342.The modeled gravity was interpolated from observed gravity values.
 HO0342
 HO0342;                    North         East    Units  Estimated Accuracy
 HO0342;SPC UT S     - 3,058,150.      337,890.      MT  (+/- 180 meters Scaled)
 HO0342
 HO0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG935169(NAD 83)
 HO0342
 HO0342                          SUPERSEDED SURVEY CONTROL
 HO0342
 HO0342.No superseded survey control is available for this station.
 HO0342
 HO0342_MARKER: I = METAL ROD
 HO0342_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0342_STAMPING: J 364 1982
 HO0342_MARK LOGO: NGS
 HO0342_PROJECTION: FLUSH
 HO0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0342_ROD/PIPE-DEPTH: 1.5 meters
 HO0342
 HO0342  HISTORY     - Date     Condition        Report By
 HO0342  HISTORY     - 1982     MONUMENTED       NGS
 HO0342
 HO0342                          STATION DESCRIPTION
 HO0342
 HO0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0342'3.3 KM (2.1 MI) WEST FROM HURRICANE.
 HO0342'3.35 KM (2.1 MI) WEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 HO0342'HIGHWAY 59 IN HURRICANE, 0.75 KM (0.45 MI) EAST OF MILEPOST 7, AT THE
 HO0342'WEST EDGE OF THE SOUTH DECOMPOSING BEDROCK CUT THROUGH A RIDGE AT THE
 HO0342'TOP OF A SMALL GRADE, 14.3 METERS (47 FT) SOUTH OF THE HIGHWAY
 HO0342'CENTERLINE, 2.4 METERS (8 FT) EAST OF THE EAST GATE POST FOR A WIRE
 HO0342'GATE IN THE RIGHT OF WAY FENCE, 0.35 METERS (1.2 FT) NORTH OF THE
 HO0342'RIGHT OF WAY FENCE.
 HO0342'THE MARK IS 0.9 METERS  W FROM A WITNESS POST.
 HO0342'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0367 ***********************************************************************
 HO0367  DESIGNATION -  J 365
 HO0367  PID         -  HO0367
 HO0367  STATE/COUNTY-  UT/WASHINGTON
 HO0367  COUNTRY     -  US
 HO0367  USGS QUAD   -  SHIVWITS (2017)
 HO0367
 HO0367                         *CURRENT SURVEY CONTROL
 HO0367  ______________________________________________________________________
 HO0367* NAD 83(1986) POSITION- 37 10 51.25   (N) 113 45 20.10   (W)   HD_HELD1
 HO0367* NAVD 88 ORTHO HEIGHT -   975.529 (meters)     3200.55  (feet) ADJUSTED
 HO0367  ______________________________________________________________________
 HO0367  GEOID HEIGHT    -        -24.444 (meters)                     GEOID18
 HO0367  DYNAMIC HEIGHT  -        974.529 (meters)     3197.27  (feet) COMP
 HO0367  MODELED GRAVITY -    979,572.8   (mgal)                       NAVD 88
 HO0367
 HO0367  VERT ORDER      -  FIRST     CLASS II
 HO0367
 HO0367.The horizontal coordinates were determined by differentially corrected
 HO0367.hand held GPS observations or other comparable positioning techniques
 HO0367.and have an estimated accuracy of +/- 3 meters.
 HO0367
 HO0367.The orthometric height was determined by differential leveling and
 HO0367.adjusted by the NATIONAL GEODETIC SURVEY
 HO0367.in June 1991.
 HO0367
 HO0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0367.GEOID18 height accuracy estimate available here.
 HO0367
 HO0367.Click photographs - Photos may exist for this station.
 HO0367
 HO0367.The dynamic height is computed by dividing the NAVD 88
 HO0367.geopotential number by the normal gravity value computed on the
 HO0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0367.degrees latitude (g = 980.6199 gals.).
 HO0367
 HO0367.The modeled gravity was interpolated from observed gravity values.
 HO0367
 HO0367;                    North         East    Units  Estimated Accuracy
 HO0367;SPC UT S     - 3,059,487.2     299,721.6     MT  (+/- 3 meters HH1 GPS) 
 HO0367
 HO0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG5537518497(NAD 83)
 HO0367
 HO0367                          SUPERSEDED SURVEY CONTROL
 HO0367
 HO0367.No superseded survey control is available for this station.
 HO0367
 HO0367_MARKER: I = METAL ROD
 HO0367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0367_STAMPING: J 365 1982
 HO0367_MARK LOGO: NGS
 HO0367_PROJECTION: FLUSH
 HO0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0367+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2012
 HO0367_ROD/PIPE-DEPTH: 4.5 meters
 HO0367
 HO0367  HISTORY     - Date     Condition        Report By
 HO0367  HISTORY     - 1982     MONUMENTED       NGS
 HO0367  HISTORY     - 20120112 GOOD             GEOCAC
 HO0367
 HO0367                          STATION DESCRIPTION
 HO0367
 HO0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0367'11.5 KM (7.2 MI) WEST FROM SANTA CLARA.
 HO0367'11.55 KM (7.2 MI) WEST ALONG OLD US HIGHWAY 91 FROM THE CHURCH OF
 HO0367'LATTER DAY SAINTS IN SANTA CLARA, AT THE CROSSING OF A SANDSTONE CANAL
 HO0367'AT THE OLD TOWNSITE OF SHIVWITS, 1.45 KM (0.9 MI) WEST OF THE BRIDGE
 HO0367'OVER THE SANTA CLARA RIVER, 0.75 KM (0.45 MI) EAST OF THE Y JUNCTION
 HO0367'OF A PAVED ROAD LEADING NORTH TO GUNLOCK, 9.4 METERS (31 FT) SOUTHWEST
 HO0367'OF THE HIGHWAY CENTERLINE, 52.1 METERS (171 FT) SOUTH ACROSS THE
 HO0367'HIGHWAY FROM THE SOUTH CORNER OF AN ABANDON SCHOOL BUILDING, 5.2
 HO0367'METERS (17 FT) SOUTH OF THE SOUTHWEST END OF A 36 INCH CORRUGATED
 HO0367'METAL PIPE CULVERT, 2.7 METERS (9 FT) SOUTHEAST OF THE TOP EDGE OF THE
 HO0367'CANAL.
 HO0367'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 HO0367'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
 HO0367
 HO0367                          STATION RECOVERY (2012)
 HO0367
 HO0367'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 HO0367'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0406 ***********************************************************************
 HO0406  DESIGNATION -  J 366
 HO0406  PID         -  HO0406
 HO0406  STATE/COUNTY-  UT/WASHINGTON
 HO0406  COUNTRY     -  US
 HO0406  USGS QUAD   -  VIRGIN (2017)
 HO0406
 HO0406                         *CURRENT SURVEY CONTROL
 HO0406  ______________________________________________________________________
 HO0406* NAD 83(1986) POSITION- 37 11 38.     (N) 113 08 46.     (W)   SCALED
 HO0406* NAVD 88 ORTHO HEIGHT -  1090.444 (meters)     3577.57  (feet) ADJUSTED
 HO0406  ______________________________________________________________________
 HO0406  GEOID HEIGHT    -        -23.063 (meters)                     GEOID18
 HO0406  DYNAMIC HEIGHT  -       1089.280 (meters)     3573.75  (feet) COMP
 HO0406  MODELED GRAVITY -    979,526.8   (mgal)                       NAVD 88
 HO0406
 HO0406  VERT ORDER      -  FIRST     CLASS II
 HO0406
 HO0406.The horizontal coordinates were scaled from a map and have
 HO0406.an estimated accuracy of +/- 6 seconds.
 HO0406
 HO0406.The orthometric height was determined by differential leveling and
 HO0406.adjusted by the NATIONAL GEODETIC SURVEY
 HO0406.in June 1991.
 HO0406
 HO0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0406.GEOID18 height accuracy estimate available here.
 HO0406
 HO0406.Click photographs - Photos may exist for this station.
 HO0406
 HO0406.The dynamic height is computed by dividing the NAVD 88
 HO0406.geopotential number by the normal gravity value computed on the
 HO0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0406.degrees latitude (g = 980.6199 gals.).
 HO0406
 HO0406.The modeled gravity was interpolated from observed gravity values.
 HO0406
 HO0406;                    North         East    Units  Estimated Accuracy
 HO0406;SPC UT S     - 3,059,800.      353,860.      MT  (+/- 180 meters Scaled)
 HO0406
 HO0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG095185(NAD 83)
 HO0406
 HO0406                          SUPERSEDED SURVEY CONTROL
 HO0406
 HO0406.No superseded survey control is available for this station.
 HO0406
 HO0406_MARKER: I = METAL ROD
 HO0406_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0406_STAMPING: J 366 1982
 HO0406_MARK LOGO: NGS
 HO0406_PROJECTION: FLUSH
 HO0406_MAGNETIC: N = NO MAGNETIC MATERIAL
 HO0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0406_ROD/PIPE-DEPTH: 8.1 meters
 HO0406
 HO0406  HISTORY     - Date     Condition        Report By
 HO0406  HISTORY     - 1982     MONUMENTED       NGS
 HO0406  HISTORY     - 19911002 GOOD             NGS
 HO0406
 HO0406                          STATION DESCRIPTION
 HO0406
 HO0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0406'4.2 KM (2.6 MI) EAST FROM VIRGIN.
 HO0406'0.15 KM (0.1 MI) NORTH ALONG A PAVED ROAD FROM THE POST OFFICE IN
 HO0406'VIRGIN, THENCE 4.05 KM (2.55 MI) EAST ALONG STATE HIGHWAY 9, AT A
 HO0406'HIGHWAY PULLOUT WHERE THE VIRGIN RIVER MEETS THE HIGHWAY, 0.45 KM
 HO0406'(0.3 MI) NORTHWEST OF MILEPOST 21, 11.1 METERS (36.5 FT) SOUTH OF THE
 HO0406'HIGHWAY CENTERLINE, 9.0 METERS (29.5 FT) SOUTH-SOUTHWEST OF THE WEST
 HO0406'END OF THE SOUTH CONCRETE HEADWALL FOR A 24-INCH CORRUGATED METAL PIPE
 HO0406'CULVERT, 3.0 METERS (10 FT) NORTH OF THE TOP EDGE OF THE SOUTH BANK OF
 HO0406'THE PULLOFF.
 HO0406'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 HO0406'THE MARK IS 0.7 M BELOW THE HIGHWAY.
 HO0406
 HO0406                          STATION RECOVERY (1991)
 HO0406
 HO0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HO0406'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0703 ***********************************************************************
 HO0703  DESIGNATION -  J 366 RESET
 HO0703  PID         -  HO0703
 HO0703  STATE/COUNTY-  UT/WASHINGTON
 HO0703  COUNTRY     -  US
 HO0703  USGS QUAD   -  VIRGIN (2017)
 HO0703
 HO0703                         *CURRENT SURVEY CONTROL
 HO0703  ______________________________________________________________________
 HO0703* NAD 83(1986) POSITION- 37 11 38.     (N) 113 08 46.     (W)   SCALED
 HO0703* NAVD 88 ORTHO HEIGHT -  1088.34  (meters)     3570.7   (feet) RESET
 HO0703  ______________________________________________________________________
 HO0703  GEOID HEIGHT    -        -23.063 (meters)                     GEOID18
 HO0703  VERT ORDER      -  THIRD
 HO0703
 HO0703.The horizontal coordinates were scaled from a map and have
 HO0703.an estimated accuracy of +/- 6 seconds.
 HO0703
 HO0703.The orthometric height was computed from unverified reset data.
 HO0703
 HO0703.No vertical observational check was made to the station.
 HO0703
 HO0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0703.GEOID18 height accuracy estimate available here.
 HO0703
 HO0703.Click photographs - Photos may exist for this station.
 HO0703
 HO0703;                    North         East    Units  Estimated Accuracy
 HO0703;SPC UT S     - 3,059,800.      353,860.      MT  (+/- 180 meters Scaled)
 HO0703
 HO0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG095185(NAD 83)
 HO0703
 HO0703                          SUPERSEDED SURVEY CONTROL
 HO0703
 HO0703.No superseded survey control is available for this station.
 HO0703
 HO0703_MARKER: DV = VERTICAL CONTROL DISK
 HO0703_SETTING: 0 = UNSPECIFIED SETTING
 HO0703_STAMPING: J 366 RESET 1991
 HO0703_MARK LOGO: NGS
 HO0703_MAGNETIC: N = NO MAGNETIC MATERIAL
 HO0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0703
 HO0703  HISTORY     - Date     Condition        Report By
 HO0703  HISTORY     - 1991     MONUMENTED       NGS
 HO0703
 HO0703                          STATION DESCRIPTION
 HO0703
 HO0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HO0703'0.1 MILE (0.2 KM) NORTH ALONG A PAVED ROAD FROM THE POST OFFICE IN
 HO0703'VIRGIN, THENCE 4.55 MILES (7.32 KM) EAST ALONG STATE HIGHWAY 9, 10.5
 HO0703'M (34.4 FT) SOUTH FROM THE OLD BENCH MARK, 21.1 M (69.2 FT)
 HO0703'SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE OLD HIGHWAY, 1.0 M
 HO0703'(3.3 FT) WEST TO A WITNESS POST, 0.8 M (2.6 FT) EAST TO A WITNESS
 HO0703'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0430 ***********************************************************************
 HO0430  DESIGNATION -  J 367
 HO0430  PID         -  HO0430
 HO0430  STATE/COUNTY-  UT/KANE
 HO0430  COUNTRY     -  US
 HO0430  USGS QUAD   -  CLEAR CREEK MOUNTAIN (2017)
 HO0430
 HO0430                         *CURRENT SURVEY CONTROL
 HO0430  ______________________________________________________________________
 HO0430* NAD 83(1986) POSITION- 37 15 47.76   (N) 112 46 29.68   (W)   HD_HELD1
 HO0430* NAVD 88 ORTHO HEIGHT -  1836.450 (meters)     6025.09  (feet) ADJUSTED
 HO0430  ______________________________________________________________________
 HO0430  GEOID HEIGHT    -        -21.808 (meters)                     GEOID18
 HO0430  DYNAMIC HEIGHT  -       1834.240 (meters)     6017.84  (feet) COMP
 HO0430  MODELED GRAVITY -    979,361.7   (mgal)                       NAVD 88
 HO0430
 HO0430  VERT ORDER      -  FIRST     CLASS II
 HO0430
 HO0430.The horizontal coordinates were determined by differentially corrected
 HO0430.hand held GPS observations or other comparable positioning techniques
 HO0430.and have an estimated accuracy of +/- 3 meters.
 HO0430
 HO0430.The orthometric height was determined by differential leveling and
 HO0430.adjusted by the NATIONAL GEODETIC SURVEY
 HO0430.in June 1991.
 HO0430
 HO0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0430.GEOID18 height accuracy estimate available here.
 HO0430
 HO0430.Click photographs - Photos may exist for this station.
 HO0430
 HO0430.The dynamic height is computed by dividing the NAVD 88
 HO0430.geopotential number by the normal gravity value computed on the
 HO0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0430.degrees latitude (g = 980.6199 gals.).
 HO0430
 HO0430.The modeled gravity was interpolated from observed gravity values.
 HO0430
 HO0430;                    North         East    Units  Estimated Accuracy
 HO0430;SPC UT S     - 3,066,983.5     386,914.8     MT  (+/- 3 meters HH1 GPS) 
 HO0430
 HO0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG4261425554(NAD 83)
 HO0430
 HO0430                          SUPERSEDED SURVEY CONTROL
 HO0430
 HO0430.No superseded survey control is available for this station.
 HO0430
 HO0430_MARKER: F = FLANGE-ENCASED ROD
 HO0430_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0430_STAMPING: J 367 1983
 HO0430_MARK LOGO: NGS
 HO0430_PROJECTION: FLUSH
 HO0430_MAGNETIC: N = NO MAGNETIC MATERIAL
 HO0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0430+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2020
 HO0430_ROD/PIPE-DEPTH: 5.5 meters
 HO0430
 HO0430  HISTORY     - Date     Condition        Report By
 HO0430  HISTORY     - 1983     MONUMENTED       NGS
 HO0430  HISTORY     - 20200317 GOOD             INDIV
 HO0430
 HO0430                          STATION DESCRIPTION
 HO0430
 HO0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0430'30.0 KM (18.8 MI) EAST FROM SPRINGDALE.
 HO0430'30.0 KM (18.8 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF LATTER
 HO0430'DAY SAINTS IN SPRINGDALE, AT THE NORTH CORNER OF THE INTERSECTION OF
 HO0430'THE OLD HIGHWAY, 8.95 KM (5.6 MI) EAST OF THE ZION NATIONAL PARK
 HO0430'BOUNDARY, 42.5 METERS (139.5 FT) NORTH ACROSS THE HIGHWAY FROM
 HO0430'MILEPOST 50, 33.0 METERS (108.5 FT) NORTH OF THE HIGHWAY CENTERLINE,
 HO0430'3.5 METERS (11.5 FT) NORTHWEST OF THE CENTER OF THE OLD HIGHWAY,
 HO0430'3.3 METERS (11 FT) WEST OF THE WEST GATE POST FOR A STEEL PIPE GATE,
 HO0430'0.45 METER (1.5 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 HO0430'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 HO0430'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 HO0430
 HO0430                          STATION RECOVERY (2020)
 HO0430
 HO0430'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 HO0430'MONUMENT IS NO LONGER CLOSE TO MILE POST 50.  MONUMENT IS ABOUT 10 FT
 HO0430'(3.0 M) WEST OF A BLM GATE IN THE NORTH RIGHT-OF-WAY FENCE THAT IS 6.3
 HO0430'MI (10.1 KM) EAST OF ZION NP EAST ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0454 ***********************************************************************
 HO0454  DESIGNATION -  J 368
 HO0454  PID         -  HO0454
 HO0454  STATE/COUNTY-  UT/KANE
 HO0454  COUNTRY     -  US
 HO0454  USGS QUAD   -  PETRIFIED HOLLOW (2017)
 HO0454
 HO0454                         *CURRENT SURVEY CONTROL
 HO0454  ______________________________________________________________________
 HO0454* NAD 83(1986) POSITION- 37 05 16.62   (N) 112 08 58.52   (W)   HD_HELD1
 HO0454* NAVD 88 ORTHO HEIGHT -  1697.898 (meters)     5570.52  (feet) ADJUSTED
 HO0454  ______________________________________________________________________
 HO0454  GEOID HEIGHT    -        -22.144 (meters)                     GEOID18
 HO0454  DYNAMIC HEIGHT  -       1695.881 (meters)     5563.90  (feet) COMP
 HO0454  MODELED GRAVITY -    979,382.8   (mgal)                       NAVD 88
 HO0454
 HO0454  VERT ORDER      -  FIRST     CLASS II
 HO0454
 HO0454.The horizontal coordinates were determined by differentially corrected
 HO0454.hand held GPS observations or other comparable positioning techniques
 HO0454.and have an estimated accuracy of +/- 3 meters.
 HO0454
 HO0454.The orthometric height was determined by differential leveling and
 HO0454.adjusted by the NATIONAL GEODETIC SURVEY
 HO0454.in June 1991.
 HO0454
 HO0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0454.GEOID18 height accuracy estimate available here.
 HO0454
 HO0454.Click photographs - Photos may exist for this station.
 HO0454
 HO0454.The dynamic height is computed by dividing the NAVD 88
 HO0454.geopotential number by the normal gravity value computed on the
 HO0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0454.degrees latitude (g = 980.6199 gals.).
 HO0454
 HO0454.The modeled gravity was interpolated from observed gravity values.
 HO0454
 HO0454;                    North         East    Units  Estimated Accuracy
 HO0454;SPC UT S     - 3,046,956.3     442,244.7     MT  (+/- 3 meters HH1 GPS) 
 HO0454
 HO0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG9783005247(NAD 83)
 HO0454
 HO0454                          SUPERSEDED SURVEY CONTROL
 HO0454
 HO0454.No superseded survey control is available for this station.
 HO0454
 HO0454_MARKER: I = METAL ROD
 HO0454_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0454_STAMPING: J 368 1983
 HO0454_MARK LOGO: NGS
 HO0454_PROJECTION: PROJECTING 10 CENTIMETERS
 HO0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0454_ROD/PIPE-DEPTH: 4.8 meters
 HO0454
 HO0454  HISTORY     - Date     Condition        Report By
 HO0454  HISTORY     - 1983     MONUMENTED       NGS
 HO0454
 HO0454                          STATION DESCRIPTION
 HO0454
 HO0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0454'36.5 KM (22.8 MI) SE FROM KANAB.
 HO0454'36.5 KM (22.85 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF
 HO0454'LATTER DAY SAINTS IN KANAB, AT THE NORTHEAST END OF A LONG CLEARING ON
 HO0454'THE SOUTHWEST SIDE OF THE HIGHWAY, 7.25 KM (4.5 MI) SOUTHWEST OF THE
 HO0454'BRIDGE OVER THE KITCHEN CORAL WASH, 6.35 KM (4.0 MI) NORTHEAST OF THE
 HO0454'BRIDGE OVER THE PETRIFIED HOLLOW WASH, 0.5 KM (0.3 MI) NORTHEAST OF
 HO0454'MILEPOST 42, 51.2 METERS (168 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 HO0454'50.3 METERS (165.5 FT) EAST-SOUTHEAST 0F THE SOUTHEAST END OF A
 HO0454'24-INCH CORRUGATED METAL PIPE CULVERT, 22.5 METERS (74 FT) SOUTHWEST
 HO0454'OF POWER POLE 102, 0.6 METER (2 FT) NORTHWEST OF THE RIGHT OF WAY
 HO0454'FENCE.  NOTE--A DATUM POINT WAS CRIMPED ON THE OLD COPPER ROD TO WHICH
 HO0454'THE DISK FOR BM B 138 WAS ORIGINALLY ATTACHED.  A LOGO CAP WAS ALSO
 HO0454'ADDED.
 HO0454'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 HO0454'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0405 ***********************************************************************
 JO0405  DESIGNATION -  J 369
 JO0405  PID         -  JO0405
 JO0405  STATE/COUNTY-  UT/IRON
 JO0405  COUNTRY     -  US
 JO0405  USGS QUAD   -  DRY WILLOW PEAK (2017)
 JO0405
 JO0405                         *CURRENT SURVEY CONTROL
 JO0405  ______________________________________________________________________
 JO0405* NAD 83(1986) POSITION- 38 05 14.     (N) 112 57 13.     (W)   SCALED
 JO0405* NAVD 88 ORTHO HEIGHT -  1948.597 (meters)     6393.02  (feet) ADJUSTED
 JO0405  ______________________________________________________________________
 JO0405  GEOID HEIGHT    -        -21.002 (meters)                     GEOID18
 JO0405  DYNAMIC HEIGHT  -       1946.358 (meters)     6385.68  (feet) COMP
 JO0405  MODELED GRAVITY -    979,410.5   (mgal)                       NAVD 88
 JO0405  OBS GRAVITY     -    979,411.8   (mgal)                       GRAV_OBS
 JO0405
 JO0405  VERT ORDER      -  FIRST     CLASS II
 JO0405
 JO0405.The horizontal coordinates were scaled from a map and have
 JO0405.an estimated accuracy of +/- 6 seconds.
 JO0405
 JO0405.The orthometric height was determined by differential leveling and
 JO0405.adjusted by the NATIONAL GEODETIC SURVEY
 JO0405.in June 1991.
 JO0405
 JO0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0405.GEOID18 height accuracy estimate available here.
 JO0405
 JO0405.Click photographs - Photos may exist for this station.
 JO0405
 JO0405.The dynamic height is computed by dividing the NAVD 88
 JO0405.geopotential number by the normal gravity value computed on the
 JO0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0405.degrees latitude (g = 980.6199 gals.).
 JO0405
 JO0405.The modeled gravity was interpolated from observed gravity values.
 JO0405
 JO0405.The observed gravity was obtained from relative gravimeter ties
 JO0405.to the IGSN71 gravity network.
 JO0405
 JO0405;                    North         East    Units  Estimated Accuracy
 JO0405;SPC UT S     - 3,158,650.      372,490.      MT  (+/- 180 meters Scaled)
 JO0405
 JO0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH286172(NAD 83)
 JO0405
 JO0405                          SUPERSEDED SURVEY CONTROL
 JO0405
 JO0405.No superseded survey control is available for this station.
 JO0405
 JO0405_MARKER: I = METAL ROD
 JO0405_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JO0405+WITH SETTING: INFORMATION.
 JO0405_STAMPING: J 369 1984
 JO0405_MARK LOGO: NGS
 JO0405_PROJECTION: FLUSH
 JO0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0405_ROD/PIPE-DEPTH: 2.1 meters
 JO0405
 JO0405  HISTORY     - Date     Condition        Report By
 JO0405  HISTORY     - 1984     MONUMENTED       NGS
 JO0405
 JO0405                          STATION DESCRIPTION
 JO0405
 JO0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0405'15.6 KM (9.7 MI) SOUTH FROM MINERSVILLE.
 JO0405'15.56 KM (9.73 MI) SOUTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 JO0405'AT MINERSVILLE, AT THE NORTHEAST END OF A DIRT CUT, NEAR THE CREST OF
 JO0405'A GRADE, 0.52 KM (0.32 MI) NORTHEAST OF MILEPOST 32, 13.4 METERS
 JO0405'(44 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 24.7 METERS (81 FT) SOUTH
 JO0405'OF THE SOUTHEAST END OF A 16-INCH CORRUGATED METAL PIPE CULVERT,
 JO0405'28.4 METERS (93 FT) SOUTHWEST OF A WOOD BRACED FENCE POST IN THE RIGHT
 JO0405'OF WAY FENCE AND 17.1 METERS (56 FT) NORTHWEST OF THE RIGHT OF WAY
 JO0405'FENCE.
 JO0405'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 JO0405'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0308 ***********************************************************************
 JN0308  DESIGNATION -  J 37
 JN0308  PID         -  JN0308
 JN0308  STATE/COUNTY-  UT/SEVIER
 JN0308  COUNTRY     -  US
 JN0308  USGS QUAD   -  AURORA (2017)
 JN0308
 JN0308                         *CURRENT SURVEY CONTROL
 JN0308  ______________________________________________________________________
 JN0308* NAD 83(1986) POSITION- 38 56 21.     (N) 111 53 14.     (W)   SCALED
 JN0308* NAVD 88 ORTHO HEIGHT -  1565.157 (meters)     5135.02  (feet) ADJUSTED
 JN0308  ______________________________________________________________________
 JN0308  GEOID HEIGHT    -        -18.691 (meters)                     GEOID18
 JN0308  DYNAMIC HEIGHT  -       1563.514 (meters)     5129.63  (feet) COMP
 JN0308  MODELED GRAVITY -    979,524.2   (mgal)                       NAVD 88
 JN0308
 JN0308  VERT ORDER      -  SECOND    CLASS 0
 JN0308
 JN0308.The horizontal coordinates were scaled from a map and have
 JN0308.an estimated accuracy of +/- 6 seconds.
 JN0308
 JN0308.The orthometric height was determined by differential leveling and
 JN0308.adjusted by the NATIONAL GEODETIC SURVEY
 JN0308.in June 1991.
 JN0308
 JN0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0308.GEOID18 height accuracy estimate available here.
 JN0308
 JN0308.Click photographs - Photos may exist for this station.
 JN0308
 JN0308.The dynamic height is computed by dividing the NAVD 88
 JN0308.geopotential number by the normal gravity value computed on the
 JN0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0308.degrees latitude (g = 980.6199 gals.).
 JN0308
 JN0308.The modeled gravity was interpolated from observed gravity values.
 JN0308
 JN0308;                    North         East    Units  Estimated Accuracy
 JN0308;SPC UT C     - 2,067,330.      466,430.      MT  (+/- 180 meters Scaled)
 JN0308
 JN0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ231104(NAD 83)
 JN0308
 JN0308                          SUPERSEDED SURVEY CONTROL
 JN0308
 JN0308  NGVD 29 (??/??/92) 1563.967  (m)         5131.12   (f) ADJ UNCH    2 0
 JN0308
 JN0308.Superseded values are not recommended for survey control.
 JN0308
 JN0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0308.See file dsdata.pdf to determine how the superseded data were derived.
 JN0308
 JN0308_MARKER: DB = BENCH MARK DISK
 JN0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0308_STAMPING: J 37 1934
 JN0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0308+STABILITY: SURFACE MOTION
 JN0308
 JN0308  HISTORY     - Date     Condition        Report By
 JN0308  HISTORY     - 1934     MONUMENTED       CGS
 JN0308
 JN0308                          STATION DESCRIPTION
 JN0308
 JN0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0308'1.6 MI S FROM SALINA.
 JN0308'ABOUT 1.6 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JN0308'FROM THE STATION AT SALINA, SEVIER COUNTY, ABOUT 80 FEET NORTHEAST OF
 JN0308'MILEPOST 88, ABOUT 142 FEET EAST OF POWER-TRANSMISSION LINE POLE 588,
 JN0308'AND 62 FEET EAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 JN0308'STAMPED J 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0519 ***********************************************************************
 MR0519  DESIGNATION -  J 370
 MR0519  PID         -  MR0519
 MR0519  STATE/COUNTY-  UT/WEBER
 MR0519  COUNTRY     -  US
 MR0519  USGS QUAD   -  OGDEN (2017)
 MR0519
 MR0519                         *CURRENT SURVEY CONTROL
 MR0519  ______________________________________________________________________
 MR0519* NAD 83(1986) POSITION- 41 14 18.     (N) 111 54 37.     (W)   SCALED
 MR0519* NAVD 88 ORTHO HEIGHT -  1396.729 (meters)     4582.44  (feet) ADJUSTED
 MR0519  ______________________________________________________________________
 MR0519  GEOID HEIGHT    -        -16.274 (meters)                     GEOID18
 MR0519  DYNAMIC HEIGHT  -       1395.670 (meters)     4578.96  (feet) COMP
 MR0519  MODELED GRAVITY -    979,817.7   (mgal)                       NAVD 88
 MR0519
 MR0519  VERT ORDER      -  FIRST     CLASS II
 MR0519
 MR0519.The horizontal coordinates were scaled from a map and have
 MR0519.an estimated accuracy of +/- 6 seconds.
 MR0519
 MR0519.The orthometric height was determined by differential leveling and
 MR0519.adjusted by the NATIONAL GEODETIC SURVEY
 MR0519.in June 1991.
 MR0519
 MR0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0519.GEOID18 height accuracy estimate available here.
 MR0519
 MR0519.Click photographs - Photos may exist for this station.
 MR0519
 MR0519.The dynamic height is computed by dividing the NAVD 88
 MR0519.geopotential number by the normal gravity value computed on the
 MR0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0519.degrees latitude (g = 980.6199 gals.).
 MR0519
 MR0519.The modeled gravity was interpolated from observed gravity values.
 MR0519
 MR0519;                    North         East    Units  Estimated Accuracy
 MR0519;SPC UT N     - 1,100,580.      465,610.      MT  (+/- 180 meters Scaled)
 MR0519
 MR0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL237656(NAD 83)
 MR0519
 MR0519                          SUPERSEDED SURVEY CONTROL
 MR0519
 MR0519.No superseded survey control is available for this station.
 MR0519
 MR0519_MARKER: DB = BENCH MARK DISK
 MR0519_SETTING: 66 = SET IN ROCK OUTCROP
 MR0519_STAMPING: J 370 1983
 MR0519_MARK LOGO: NGS
 MR0519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0519+STABILITY: POSITION/ELEVATION WELL
 MR0519
 MR0519  HISTORY     - Date     Condition        Report By
 MR0519  HISTORY     - 1983     MONUMENTED       NGS
 MR0519  HISTORY     - 20050603 MARK NOT FOUND   USPSQD
 MR0519
 MR0519                          STATION DESCRIPTION
 MR0519
 MR0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0519'8.7 KM (5.4 MI) NE FROM OGDEN.
 MR0519'2.6 KM (1.6 MI) NORTH ALONG WALL AVENUE FROM THE UNION PACIFIC
 MR0519'RAILROAD STATION IN OGDEN, THENCE 6.1 KM (3.8 MI) EASTERLY ALONG STATE
 MR0519'HIGHWAY 39 (CANYON ROAD), IN THE SOUTH END OF A 2 BY 5 FT EXPOSED AREA
 MR0519'OF OUTCROPPING BEDROCK, 13.0 METERS (42.7 FT) SOUTH OF THE CENTER OF A
 MR0519'T-ROAD AND BRIDGE OF A PRIVATE DRIVE, 7.1 METERS (23.3 FT) SOUTH OF
 MR0519'THE CENTERLINE OF THE HIGHWAY AND 1.6 METERS (4.9 FT) EAST OF THE EAST
 MR0519'END OF A 40 BY 75 FT ROCK CUT.
 MR0519'THE MARK IS 0.2 METERS  SE FROM A WITNESS POST.
 MR0519'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 MR0519
 MR0519                          STATION RECOVERY (2005)
 MR0519
 MR0519'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 MR0519'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0582 ***********************************************************************
 MR0582  DESIGNATION -  J 371
 MR0582  PID         -  MR0582
 MR0582  STATE/COUNTY-  UT/SUMMIT
 MR0582  COUNTRY     -  US
 MR0582  USGS QUAD   -  SHEARING CORRAL (2017)
 MR0582
 MR0582                         *CURRENT SURVEY CONTROL
 MR0582  ______________________________________________________________________
 MR0582* NAD 83(1986) POSITION- 41 11 17.     (N) 111 07 40.     (W)   SCALED
 MR0582* NAVD 88 ORTHO HEIGHT -  2018.578 (meters)     6622.62  (feet) ADJUSTED
 MR0582  ______________________________________________________________________
 MR0582  GEOID HEIGHT    -        -15.380 (meters)                     GEOID18
 MR0582  DYNAMIC HEIGHT  -       2016.706 (meters)     6616.48  (feet) COMP
 MR0582  MODELED GRAVITY -    979,625.3   (mgal)                       NAVD 88
 MR0582
 MR0582  VERT ORDER      -  FIRST     CLASS II
 MR0582
 MR0582.The horizontal coordinates were scaled from a map and have
 MR0582.an estimated accuracy of +/- 6 seconds.
 MR0582
 MR0582.The orthometric height was determined by differential leveling and
 MR0582.adjusted by the NATIONAL GEODETIC SURVEY
 MR0582.in June 1991.
 MR0582
 MR0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0582.GEOID18 height accuracy estimate available here.
 MR0582
 MR0582.Click photographs - Photos may exist for this station.
 MR0582
 MR0582.The dynamic height is computed by dividing the NAVD 88
 MR0582.geopotential number by the normal gravity value computed on the
 MR0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0582.degrees latitude (g = 980.6199 gals.).
 MR0582
 MR0582.The modeled gravity was interpolated from observed gravity values.
 MR0582
 MR0582;                    North         East    Units  Estimated Accuracy
 MR0582;SPC UT N     - 1,094,980.      531,230.      MT  (+/- 180 meters Scaled)
 MR0582
 MR0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL892596(NAD 83)
 MR0582
 MR0582                          SUPERSEDED SURVEY CONTROL
 MR0582
 MR0582  NGVD 29 (06/08/92) 2017.282  (m)         6618.37   (f) ADJUSTED    1 2
 MR0582
 MR0582.Superseded values are not recommended for survey control.
 MR0582
 MR0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0582.See file dsdata.pdf to determine how the superseded data were derived.
 MR0582
 MR0582_MARKER: I = METAL ROD
 MR0582_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0582_STAMPING: J 371 1983
 MR0582_MARK LOGO: NGS
 MR0582_PROJECTION: FLUSH
 MR0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0582_ROD/PIPE-DEPTH: 10.1 meters
 MR0582
 MR0582  HISTORY     - Date     Condition        Report By
 MR0582  HISTORY     - 1983     MONUMENTED       NGS
 MR0582
 MR0582                          STATION DESCRIPTION
 MR0582
 MR0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0582'2.7 KM (1.7 MI) SW FROM WAHSATCH.
 MR0582'2.7 KM (1.7 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 80 FROM THE
 MR0582'UNION PACIFIC RAILROAD STATION IN WAHSATCH, AND 38.1 METERS (125.0 FT)
 MR0582'NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 MR0582'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MR0582'THE MARK IS 0.3 METERS  SE FROM  WITNESS POST AND FENCE
 MR0582'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0349 ***********************************************************************
 HM0349  DESIGNATION -  J 372
 HM0349  PID         -  HM0349
 HM0349  STATE/COUNTY-  UT/SAN JUAN
 HM0349  COUNTRY     -  US
 HM0349  USGS QUAD   -  NO-MANS ISLAND (2017)
 HM0349
 HM0349                         *CURRENT SURVEY CONTROL
 HM0349  ______________________________________________________________________
 HM0349* NAD 83(1986) POSITION- 37 22 38.     (N) 109 30 11.     (W)   SCALED
 HM0349* NAVD 88 ORTHO HEIGHT -  1508.475 (meters)     4949.06  (feet) ADJUSTED
 HM0349  ______________________________________________________________________
 HM0349  GEOID HEIGHT    -        -20.727 (meters)                     GEOID18
 HM0349  DYNAMIC HEIGHT  -       1506.771 (meters)     4943.46  (feet) COMP
 HM0349  MODELED GRAVITY -    979,448.0   (mgal)                       NAVD 88
 HM0349
 HM0349  VERT ORDER      -  FIRST     CLASS II
 HM0349
 HM0349.The horizontal coordinates were scaled from a map and have
 HM0349.an estimated accuracy of +/- 6 seconds.
 HM0349
 HM0349.The orthometric height was determined by differential leveling and
 HM0349.adjusted by the NATIONAL GEODETIC SURVEY
 HM0349.in June 1991.
 HM0349
 HM0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0349.GEOID18 height accuracy estimate available here.
 HM0349
 HM0349.Click photographs - Photos may exist for this station.
 HM0349
 HM0349.The dynamic height is computed by dividing the NAVD 88
 HM0349.geopotential number by the normal gravity value computed on the
 HM0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0349.degrees latitude (g = 980.6199 gals.).
 HM0349
 HM0349.The modeled gravity was interpolated from observed gravity values.
 HM0349
 HM0349;                    North         East    Units  Estimated Accuracy
 HM0349;SPC UT S     - 3,080,750.      676,850.      MT  (+/- 180 meters Scaled)
 HM0349
 HM0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG325377(NAD 83)
 HM0349
 HM0349                          SUPERSEDED SURVEY CONTROL
 HM0349
 HM0349.No superseded survey control is available for this station.
 HM0349
 HM0349_MARKER: DV = VERTICAL CONTROL DISK
 HM0349_SETTING: 66 = SET IN ROCK OUTCROP
 HM0349_STAMPING: J 372 1983
 HM0349_MARK LOGO: NGS
 HM0349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0349+STABILITY: POSITION/ELEVATION WELL
 HM0349
 HM0349  HISTORY     - Date     Condition        Report By
 HM0349  HISTORY     - 1983     MONUMENTED       NGS
 HM0349
 HM0349                          STATION DESCRIPTION
 HM0349
 HM0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0349'12.3 KM (7.65 MI) NE FROM BLUFF.
 HM0349'12.3 KM (7.65 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0349'OFFICE IN BLUFF, 0.2 KM (0.1 MI) SOUTHWEST OF MILEPOST 33, 0.1 KM
 HM0349'(0.05 MI) NORTHEAST OF A POWER LINE CROSSING, IN TOP OF THE SOUTHWEST
 HM0349'END OF A 28- BY 42-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK,
 HM0349'90.8 METERS (297.9 FT) SOUTH OF A UTILITY POLE, 83.2 METERS (273.0 FT)
 HM0349'NORTHEAST OF UTILITY POLE NUMBER 197, 21.9 METERS (71.9 FT) WEST OF
 HM0349'THE CENTERLINE OF THE HIGHWAY, AND 1.0 METER (3.3 FT) NORTHEAST OF THE
 HM0349'SOUTHWEST END OF THE OUTCROP.
 HM0349'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 HM0349'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0373 ***********************************************************************
 HM0373  DESIGNATION -  J 373
 HM0373  PID         -  HM0373
 HM0373  STATE/COUNTY-  UT/SAN JUAN
 HM0373  COUNTRY     -  US
 HM0373  USGS QUAD   -  MEXICAN HAT (2017)
 HM0373
 HM0373                         *CURRENT SURVEY CONTROL
 HM0373  ______________________________________________________________________
 HM0373* NAD 83(1986) POSITION- 37 13 15.2    (N) 109 49 26.3    (W)   HD_HELD2
 HM0373* NAVD 88 ORTHO HEIGHT -  1330.614 (meters)     4365.52  (feet) ADJUSTED
 HM0373  ______________________________________________________________________
 HM0373  GEOID HEIGHT    -        -20.731 (meters)                     GEOID18
 HM0373  DYNAMIC HEIGHT  -       1329.140 (meters)     4360.69  (feet) COMP
 HM0373  MODELED GRAVITY -    979,477.3   (mgal)                       NAVD 88
 HM0373
 HM0373  VERT ORDER      -  FIRST     CLASS II
 HM0373
 HM0373.The horizontal coordinates were established by autonomous hand held GPS
 HM0373.observations and have an estimated accuracy of +/- 10 meters.
 HM0373
 HM0373.The orthometric height was determined by differential leveling and
 HM0373.adjusted by the NATIONAL GEODETIC SURVEY
 HM0373.in June 1991.
 HM0373
 HM0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0373.GEOID18 height accuracy estimate available here.
 HM0373
 HM0373.Click photographs - Photos may exist for this station.
 HM0373
 HM0373.The dynamic height is computed by dividing the NAVD 88
 HM0373.geopotential number by the normal gravity value computed on the
 HM0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0373.degrees latitude (g = 980.6199 gals.).
 HM0373
 HM0373.The modeled gravity was interpolated from observed gravity values.
 HM0373
 HM0373;                    North         East    Units  Estimated Accuracy
 HM0373;SPC UT S     - 3,062,842.      648,745.      MT  (+/- 10 meters HH2 GPS)
 HM0373
 HM0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG0433620024(NAD 83)
 HM0373
 HM0373                          SUPERSEDED SURVEY CONTROL
 HM0373
 HM0373.No superseded survey control is available for this station.
 HM0373
 HM0373_MARKER: DV = VERTICAL CONTROL DISK
 HM0373_SETTING: 66 = SET IN ROCK OUTCROP
 HM0373_STAMPING: J 373 1983
 HM0373_MARK LOGO: NGS
 HM0373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0373+STABILITY: POSITION/ELEVATION WELL
 HM0373
 HM0373  HISTORY     - Date     Condition        Report By
 HM0373  HISTORY     - 1983     MONUMENTED       NGS
 HM0373
 HM0373                          STATION DESCRIPTION
 HM0373
 HM0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0373'10.5 KM (6.5 MI) NE FROM MEXICAN HAT.
 HM0373'10.5 KM (6.5 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0373'OFFICE IN MEXICAN HAT, 0.2 KM (0.1 MI) SOUTHWEST OF MILEPOST 28 AND
 HM0373'THE SOUTHWEST END OF A HIGHWAY BRIDGE OVER A DRY WASH, IN THE NORTH
 HM0373'END OF A 2- BY 18-FOOT ROCK LEDGE ALONG THE EAST SIDE OF A SMALL DRY
 HM0373'WASH, 33.8 METERS (110.9 FT) NORTHEAST OF THE SOUTH END OF A 24-INCH
 HM0373'METAL DRAIN PIPE, 20.0 METERS (65.6 FT) SOUTH OF THE SOUTHWEST END OF
 HM0373'A HIGHWAY CUT, 17.5 METERS (57.4 FT) SOUTHEAST OF THE CENTERLINE OF
 HM0373'THE HIGHWAY, AND 0.7 METER (2.3 FT) EAST OF THE WEST EDGE OF THE
 HM0373'LEDGE.
 HM0373'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 HM0373'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0515 ***********************************************************************
 LN0515  DESIGNATION -  J 374
 LN0515  PID         -  LN0515
 LN0515  STATE/COUNTY-  UT/UINTAH
 LN0515  COUNTRY     -  US
 LN0515  USGS QUAD   -  NAPLES (2017)
 LN0515
 LN0515                         *CURRENT SURVEY CONTROL
 LN0515  ______________________________________________________________________
 LN0515* NAD 83(1986) POSITION- 40 23 16.6    (N) 109 26 18.1    (W)   HD_HELD2
 LN0515* NAVD 88 ORTHO HEIGHT -  1521.378 (meters)     4991.39  (feet) ADJUSTED
 LN0515  ______________________________________________________________________
 LN0515  GEOID HEIGHT    -        -17.210 (meters)                     GEOID18
 LN0515  DYNAMIC HEIGHT  -       1520.004 (meters)     4986.88  (feet) COMP
 LN0515  MODELED GRAVITY -    979,670.1   (mgal)                       NAVD 88
 LN0515
 LN0515  VERT ORDER      -  FIRST     CLASS II
 LN0515
 LN0515.The horizontal coordinates were established by autonomous hand held GPS
 LN0515.observations and have an estimated accuracy of +/- 10 meters.
 LN0515
 LN0515.The orthometric height was determined by differential leveling and
 LN0515.adjusted by the NATIONAL GEODETIC SURVEY
 LN0515.in June 1991.
 LN0515
 LN0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0515.GEOID18 height accuracy estimate available here.
 LN0515
 LN0515.Click photographs - Photos may exist for this station.
 LN0515
 LN0515.The dynamic height is computed by dividing the NAVD 88
 LN0515.geopotential number by the normal gravity value computed on the
 LN0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0515.degrees latitude (g = 980.6199 gals.).
 LN0515
 LN0515.The modeled gravity was interpolated from observed gravity values.
 LN0515
 LN0515;                    North         East    Units  Estimated Accuracy
 LN0515;SPC UT C     - 2,230,122.      675,026.      MT  (+/- 10 meters HH2 GPS)
 LN0515
 LN0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK3254671987(NAD 83)
 LN0515
 LN0515                          SUPERSEDED SURVEY CONTROL
 LN0515
 LN0515.No superseded survey control is available for this station.
 LN0515
 LN0515_MARKER: I = METAL ROD
 LN0515_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0515+WITH SETTING: INFORMATION.
 LN0515_STAMPING: J 374 1984
 LN0515_MARK LOGO: NGS
 LN0515_PROJECTION: FLUSH
 LN0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0515_ROD/PIPE-DEPTH: 2.5 meters
 LN0515
 LN0515  HISTORY     - Date     Condition        Report By
 LN0515  HISTORY     - 1984     MONUMENTED       NGS
 LN0515
 LN0515                          STATION DESCRIPTION
 LN0515
 LN0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0515'9.0 KM (5.6 MI) WEST FROM JENSEN.
 LN0515'9.0 KM (5.6 MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE IN
 LN0515'JENSEN, 0.2 KM (0.1 MI) NORTHWEST OF A TRACK ROAD LEADING SOUTH,
 LN0515'0.4 KM (0.25 MI) SOUTHEAST OF MILEPOST 153, 17.3 M (56.8 FT) SOUTHWEST
 LN0515'OF THE CENTERLINE OF THE HIGHWAY, AND 1.0 M (3.3 FT) SOUTHEAST OF A
 LN0515'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 LN0515'CAP.  REFUSAL WAS REACHED AT 8.0 FT.
 LN0515'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LN0515'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0478 ***********************************************************************
 HM0478  DESIGNATION -  J 374
 HM0478  PID         -  HM0478
 HM0478  STATE/COUNTY-  UT/SAN JUAN
 HM0478  COUNTRY     -  US
 HM0478  USGS QUAD   -  BIG BENCH (2017)
 HM0478
 HM0478                         *CURRENT SURVEY CONTROL
 HM0478  ______________________________________________________________________
 HM0478* NAD 83(1986) POSITION- 37 25 16.7    (N) 109 25 11.4    (W)   HD_HELD2
 HM0478* NAVD 88 ORTHO HEIGHT -  1485.119 (meters)     4872.43  (feet) ADJUSTED
 HM0478  ______________________________________________________________________
 HM0478  GEOID HEIGHT    -        -20.639 (meters)                     GEOID18
 HM0478  DYNAMIC HEIGHT  -       1483.437 (meters)     4866.91  (feet) COMP
 HM0478  MODELED GRAVITY -    979,446.3   (mgal)                       NAVD 88
 HM0478
 HM0478  VERT ORDER      -  FIRST     CLASS II
 HM0478
 HM0478.The horizontal coordinates were established by autonomous hand held GPS
 HM0478.observations and have an estimated accuracy of +/- 10 meters.
 HM0478
 HM0478.The orthometric height was determined by differential leveling and
 HM0478.adjusted by the NATIONAL GEODETIC SURVEY
 HM0478.in June 1991.
 HM0478
 HM0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0478.GEOID18 height accuracy estimate available here.
 HM0478
 HM0478.Click photographs - Photos may exist for this station.
 HM0478
 HM0478.The dynamic height is computed by dividing the NAVD 88
 HM0478.geopotential number by the normal gravity value computed on the
 HM0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0478.degrees latitude (g = 980.6199 gals.).
 HM0478
 HM0478.The modeled gravity was interpolated from observed gravity values.
 HM0478
 HM0478;                    North         East    Units  Estimated Accuracy
 HM0478;SPC UT S     - 3,085,800.      684,112.      MT  (+/- 10 meters HH2 GPS)
 HM0478
 HM0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3982242782(NAD 83)
 HM0478
 HM0478                          SUPERSEDED SURVEY CONTROL
 HM0478
 HM0478.No superseded survey control is available for this station.
 HM0478
 HM0478_MARKER: I = METAL ROD
 HM0478_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HM0478_STAMPING: J 374 1984
 HM0478_MARK LOGO: NGS
 HM0478_PROJECTION: FLUSH
 HM0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0478_ROD/PIPE-DEPTH: 11.0 meters
 HM0478
 HM0478  HISTORY     - Date     Condition        Report By
 HM0478  HISTORY     - 1984     MONUMENTED       NGS
 HM0478
 HM0478                          STATION DESCRIPTION
 HM0478
 HM0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0478'23.2 KM (14.4 MI) NE FROM BLUFF.
 HM0478'18.2 KM (11.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0478'OFFICE IN BLUFF, THENCE 5.0 KM (3.1 MI) EASTERLY ALONG STATE HIGHWAY
 HM0478'262, 0.2 KM (0.1 MI) NORTHEAST OF MILEPOST 3, 77.4 METERS (253.9 FT)
 HM0478'EAST OF THE EAST END OF A DOUBLE BOX CULVERT, AND 30.4 METERS
 HM0478'(99.7 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO
 HM0478'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HM0478'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 HM0478'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0499 ***********************************************************************
 HO0499  DESIGNATION -  J 375
 HO0499  PID         -  HO0499
 HO0499  STATE/COUNTY-  UT/WASHINGTON
 HO0499  COUNTRY     -  US
 HO0499  USGS QUAD   -  PINTURA (2017)
 HO0499
 HO0499                         *CURRENT SURVEY CONTROL
 HO0499  ______________________________________________________________________
 HO0499* NAD 83(1986) POSITION- 37 20 48.     (N) 113 16 19.     (W)   SCALED
 HO0499* NAVD 88 ORTHO HEIGHT -  1252.737 (meters)     4110.02  (feet) ADJUSTED
 HO0499  ______________________________________________________________________
 HO0499  GEOID HEIGHT    -        -22.805 (meters)                     GEOID18
 HO0499  DYNAMIC HEIGHT  -       1251.371 (meters)     4105.54  (feet) COMP
 HO0499  MODELED GRAVITY -    979,497.4   (mgal)                       NAVD 88
 HO0499  OBS GRAVITY     -    979,497.7   (mgal)                       GRAV_OBS
 HO0499
 HO0499  VERT ORDER      -  FIRST     CLASS II
 HO0499
 HO0499.The horizontal coordinates were scaled from a map and have
 HO0499.an estimated accuracy of +/- 6 seconds.
 HO0499
 HO0499.The orthometric height was determined by differential leveling and
 HO0499.adjusted by the NATIONAL GEODETIC SURVEY
 HO0499.in June 1991.
 HO0499
 HO0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0499.GEOID18 height accuracy estimate available here.
 HO0499
 HO0499.Click photographs - Photos may exist for this station.
 HO0499
 HO0499.The dynamic height is computed by dividing the NAVD 88
 HO0499.geopotential number by the normal gravity value computed on the
 HO0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0499.degrees latitude (g = 980.6199 gals.).
 HO0499
 HO0499.The modeled gravity was interpolated from observed gravity values.
 HO0499
 HO0499.The observed gravity was obtained from relative gravimeter ties
 HO0499.to the IGSN71 gravity network.
 HO0499
 HO0499;                    North         East    Units  Estimated Accuracy
 HO0499;SPC UT S     - 3,076,960.      343,010.      MT  (+/- 180 meters Scaled)
 HO0499
 HO0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG987357(NAD 83)
 HO0499
 HO0499                          SUPERSEDED SURVEY CONTROL
 HO0499
 HO0499.No superseded survey control is available for this station.
 HO0499
 HO0499_MARKER: DV = VERTICAL CONTROL DISK
 HO0499_SETTING: 66 = SET IN ROCK OUTCROP
 HO0499_STAMPING: J 375 1984
 HO0499_MARK LOGO: NGS
 HO0499_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0499+STABILITY: POSITION/ELEVATION WELL
 HO0499
 HO0499  HISTORY     - Date     Condition        Report By
 HO0499  HISTORY     - 1984     MONUMENTED       NGS
 HO0499  HISTORY     - 20050921 GOOD             INDIV
 HO0499
 HO0499                          STATION DESCRIPTION
 HO0499
 HO0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0499'12.6 KM (7.8 MI) NORTH FROM TOQUERVILLE.
 HO0499'4.83 KM (3.0 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 HO0499'TOQUERVILLE, THENCE 7.81 KM (4.85 MI) NORTHEAST ALONG INTERSTATE 15,
 HO0499'IN TOP OF THE NORTH END OF A 3 BY 5 FOOT PORTION OF VOLCANIC OUTCROP
 HO0499'PROJECTING 0.5 FOOT ABOVE THE SURFACE OF THE GROUND, ON THE OUTSIDE OF
 HO0499'THE NORTHWEST RIGHT OF WAY FENCE, 0.76 KM (0.47 MI) NORTHEAST OF THE
 HO0499'PINTURA UNDERPASS, 0.49 KM (0.30 MI) NORTHEAST OF MILEPOST 32,
 HO0499'28.3 METERS (93 FT) NORTHWEST OF THE SOUTH BOUND HIGHWAY CENTERLINE,
 HO0499'36.8 METERS (121 FT) NORTHEAST OF A FENCE Y JUNCTION, 1.1 METERS
 HO0499'(3.5 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 HO0499'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 HO0499'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
 HO0499
 HO0499                          STATION RECOVERY (2005)
 HO0499
 HO0499'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RW)
 HO0499'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0461 ***********************************************************************
 HO0461  DESIGNATION -  J 376
 HO0461  PID         -  HO0461
 HO0461  STATE/COUNTY-  UT/IRON
 HO0461  COUNTRY     -  US
 HO0461  USGS QUAD   -  ENOCH NE (2017)
 HO0461
 HO0461                         *CURRENT SURVEY CONTROL
 HO0461  ______________________________________________________________________
 HO0461* NAD 83(1986) POSITION- 37 54 13.     (N) 113 01 53.     (W)   SCALED
 HO0461* NAVD 88 ORTHO HEIGHT -  1680.058 (meters)     5511.99  (feet) ADJUSTED
 HO0461  ______________________________________________________________________
 HO0461  GEOID HEIGHT    -        -21.616 (meters)                     GEOID18
 HO0461  DYNAMIC HEIGHT  -       1678.152 (meters)     5505.74  (feet) COMP
 HO0461  MODELED GRAVITY -    979,436.1   (mgal)                       NAVD 88
 HO0461
 HO0461  VERT ORDER      -  FIRST     CLASS II
 HO0461
 HO0461.The horizontal coordinates were scaled from a map and have
 HO0461.an estimated accuracy of +/- 6 seconds.
 HO0461
 HO0461.The orthometric height was determined by differential leveling and
 HO0461.adjusted by the NATIONAL GEODETIC SURVEY
 HO0461.in June 1991.
 HO0461
 HO0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0461.GEOID18 height accuracy estimate available here.
 HO0461
 HO0461.Click photographs - Photos may exist for this station.
 HO0461
 HO0461.The dynamic height is computed by dividing the NAVD 88
 HO0461.geopotential number by the normal gravity value computed on the
 HO0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0461.degrees latitude (g = 980.6199 gals.).
 HO0461
 HO0461.The modeled gravity was interpolated from observed gravity values.
 HO0461
 HO0461;                    North         East    Units  Estimated Accuracy
 HO0461;SPC UT S     - 3,138,380.      365,330.      MT  (+/- 180 meters Scaled)
 HO0461
 HO0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG214970(NAD 83)
 HO0461
 HO0461                          SUPERSEDED SURVEY CONTROL
 HO0461
 HO0461.No superseded survey control is available for this station.
 HO0461
 HO0461_MARKER: I = METAL ROD
 HO0461_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0461_STAMPING: J 376 1984
 HO0461_MARK LOGO: NGS
 HO0461_PROJECTION: FLUSH
 HO0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0461_ROD/PIPE-DEPTH: 10.3 meters
 HO0461
 HO0461  HISTORY     - Date     Condition        Report By
 HO0461  HISTORY     - 1984     MONUMENTED       NGS
 HO0461
 HO0461                          STATION DESCRIPTION
 HO0461
 HO0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0461'25.9 KM (16.1 MI) NORTH FROM CEDAR CITY.
 HO0461'25.94 KM (16.12 MI) NORTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 HO0461'AT CEDAR CITY, IN THE SOUTHEAST CORNER OF THE INTERSECTION OF A DIRT
 HO0461'ROAD, 0.61 KM (0.38 MI) NORTH OF MILEPOST 18, 19.2 METERS (63 FT) EAST
 HO0461'OF THE HIGHWAY CENTERLINE, 21.4 METERS (70 FT) SOUTH OF THE CENTER OF
 HO0461'THE ROAD, 8.4 METERS (27.5 FT) EAST OF A FENCE CORNER AND 0.4 METER
 HO0461'(1.3 FT) NORTH OF AN EAST-WEST FENCE.
 HO0461'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 HO0461'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0451 ***********************************************************************
 JO0451  DESIGNATION -  J 377 B CO
 JO0451  PID         -  JO0451
 JO0451  STATE/COUNTY-  UT/BEAVER
 JO0451  COUNTRY     -  US
 JO0451  USGS QUAD   -  FRISCO (2017)
 JO0451
 JO0451                         *CURRENT SURVEY CONTROL
 JO0451  ______________________________________________________________________
 JO0451* NAD 83(1986) POSITION- 38 26 10.     (N) 113 18 23.     (W)   SCALED
 JO0451* NAVD 88 ORTHO HEIGHT -  1730.211 (meters)     5676.53  (feet) ADJUSTED
 JO0451  ______________________________________________________________________
 JO0451  GEOID HEIGHT    -        -21.000 (meters)                     GEOID18
 JO0451  DYNAMIC HEIGHT  -       1728.375 (meters)     5670.51  (feet) COMP
 JO0451  MODELED GRAVITY -    979,506.1   (mgal)                       NAVD 88
 JO0451
 JO0451  VERT ORDER      -  FIRST     CLASS II
 JO0451
 JO0451.The horizontal coordinates were scaled from a map and have
 JO0451.an estimated accuracy of +/- 6 seconds.
 JO0451
 JO0451.The orthometric height was determined by differential leveling and
 JO0451.adjusted by the NATIONAL GEODETIC SURVEY
 JO0451.in June 1991.
 JO0451
 JO0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0451.GEOID18 height accuracy estimate available here.
 JO0451
 JO0451.Click photographs - Photos may exist for this station.
 JO0451
 JO0451.The dynamic height is computed by dividing the NAVD 88
 JO0451.geopotential number by the normal gravity value computed on the
 JO0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0451.degrees latitude (g = 980.6199 gals.).
 JO0451
 JO0451.The modeled gravity was interpolated from observed gravity values.
 JO0451
 JO0451;                    North         East    Units  Estimated Accuracy
 JO0451;SPC UT S     - 3,197,910.      342,290.      MT  (+/- 180 meters Scaled)
 JO0451
 JO0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH986567(NAD 83)
 JO0451
 JO0451                          SUPERSEDED SURVEY CONTROL
 JO0451
 JO0451.No superseded survey control is available for this station.
 JO0451
 JO0451_MARKER: I = METAL ROD
 JO0451_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0451_STAMPING: J 377 1984
 JO0451_MARK LOGO: NGS
 JO0451_PROJECTION: FLUSH
 JO0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0451_ROD/PIPE-DEPTH: 6.1 meters
 JO0451
 JO0451  HISTORY     - Date     Condition        Report By
 JO0451  HISTORY     - 1984     MONUMENTED       NGS
 JO0451
 JO0451                          STATION DESCRIPTION
 JO0451
 JO0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0451'28.8 KM (17.9 MI) NW FROM MILFORD.
 JO0451'28.81 KM (17.90 MI) NORTHWEST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION
 JO0451'WITH STATE HIGHWAY 257 AT MILFORD, TWO POLES EAST OF AN ANGLE IN THE
 JO0451'TELEPHONE LINE AND IN LINE WITH THE TELEPHONE LINE, AT THE EAST END OF
 JO0451'A SLIGHT CURVE, 0.15 KM (0.09 MI) EAST OF MILEPOST 59, 38.7 METERS
 JO0451'(127 FT) SOUTH OF THE HIGHWAY CENTERLINE AND 1.0 METER (3.3 FT) EAST
 JO0451'OF A TELEPHONE POLE.
 JO0451'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 JO0451'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0619 ***********************************************************************
 MS0619  DESIGNATION -  J 377 BE CO
 MS0619  PID         -  MS0619
 MS0619  STATE/COUNTY-  UT/BOX ELDER
 MS0619  COUNTRY     -  US
 MS0619  USGS QUAD   -  BLACK BUTTE (2017)
 MS0619
 MS0619                         *CURRENT SURVEY CONTROL
 MS0619  ______________________________________________________________________
 MS0619* NAD 83(1986) POSITION- 41 48 14.     (N) 113 07 51.     (W)   SCALED
 MS0619* NAVD 88 ORTHO HEIGHT -  1329.586 (meters)     4362.15  (feet) ADJUSTED
 MS0619  ______________________________________________________________________
 MS0619  GEOID HEIGHT    -        -15.413 (meters)                     GEOID18
 MS0619  DYNAMIC HEIGHT  -       1328.693 (meters)     4359.22  (feet) COMP
 MS0619  MODELED GRAVITY -    979,905.0   (mgal)                       NAVD 88
 MS0619
 MS0619  VERT ORDER      -  FIRST     CLASS II
 MS0619
 MS0619.The horizontal coordinates were scaled from a map and have
 MS0619.an estimated accuracy of +/- 6 seconds.
 MS0619
 MS0619.The orthometric height was determined by differential leveling and
 MS0619.adjusted by the NATIONAL GEODETIC SURVEY
 MS0619.in June 1991.
 MS0619
 MS0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0619.GEOID18 height accuracy estimate available here.
 MS0619
 MS0619.Click photographs - Photos may exist for this station.
 MS0619
 MS0619.The dynamic height is computed by dividing the NAVD 88
 MS0619.geopotential number by the normal gravity value computed on the
 MS0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0619.degrees latitude (g = 980.6199 gals.).
 MS0619
 MS0619.The modeled gravity was interpolated from observed gravity values.
 MS0619
 MS0619;                    North         East    Units  Estimated Accuracy
 MS0619;SPC UT N     - 1,164,580.      364,480.      MT  (+/- 180 meters Scaled)
 MS0619
 MS0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM229301(NAD 83)
 MS0619
 MS0619                          SUPERSEDED SURVEY CONTROL
 MS0619
 MS0619.No superseded survey control is available for this station.
 MS0619
 MS0619_MARKER: DV = VERTICAL CONTROL DISK
 MS0619_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MS0619+WITH SETTING: PAVEMENT
 MS0619_SP_SET: BASE
 MS0619_STAMPING: J 377 1984
 MS0619_MARK LOGO: NGS
 MS0619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0619+STABILITY: POSITION/ELEVATION WELL
 MS0619
 MS0619  HISTORY     - Date     Condition        Report By
 MS0619  HISTORY     - 1984     MONUMENTED       NGS
 MS0619
 MS0619                          STATION DESCRIPTION
 MS0619
 MS0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0619'18.9 KM (11.7 MI) SE FROM PARK VALLEY.
 MS0619'14.83 KM (9.22 MI) EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE IN
 MS0619'PARK VALLEY, THENCE 4.07 KM (2.53 MI) SOUTH ALONG A DIRT ROAD, IN TOP
 MS0619'OF THE NORTHWEST CORNER OF A 4- BY 4-FOOT CONCRETE PAD FOUNDATION FOR
 MS0619'A WELL CASING SET TO A DEPTH OF 250 FEET AND PROJECTING 6 INCHES ABOVE
 MS0619'THE SURFACE OF THE GROUND, IN THE SOUTHEAST CORNER OF THE INTERSECTION
 MS0619'OF A GRAVEL ROAD AND A POWER LINE CROSSING, 13.7 METERS (45 FT) EAST
 MS0619'OF THE CENTER OF THE ROAD, 18.9 METERS (62 FT) SOUTH OF THE CENTER OF
 MS0619'THE GRAVEL ROAD, 17.4 METERS (57 FT) SOUTHEAST OF A POWER LINE
 MS0619'JUNCTION POLE AND 7.9 METERS (26 FT) NORTH OF THE NORTH WOOD GATE POST
 MS0619'FOR A WIRE GATE IN THE NORTH-SOUTH FENCE.
 MS0619'THE MARK IS ABOVE LEVEL WITH THE MAIN ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0430 ***********************************************************************
 JO0430  DESIGNATION -  J 378 B CO
 JO0430  PID         -  JO0430
 JO0430  STATE/COUNTY-  UT/BEAVER
 JO0430  COUNTRY     -  US
 JO0430  USGS QUAD   -  PINE VALLEY HARDPAN SOUTH (2017)
 JO0430
 JO0430                         *CURRENT SURVEY CONTROL
 JO0430  ______________________________________________________________________
 JO0430* NAD 83(1986) POSITION- 38 31 34.     (N) 113 39 51.     (W)   SCALED
 JO0430* NAVD 88 ORTHO HEIGHT -  1592.060 (meters)     5223.28  (feet) ADJUSTED
 JO0430  ______________________________________________________________________
 JO0430  GEOID HEIGHT    -        -21.314 (meters)                     GEOID18
 JO0430  DYNAMIC HEIGHT  -       1590.374 (meters)     5217.75  (feet) COMP
 JO0430  MODELED GRAVITY -    979,514.0   (mgal)                       NAVD 88
 JO0430
 JO0430  VERT ORDER      -  FIRST     CLASS II
 JO0430
 JO0430.The horizontal coordinates were scaled from a map and have
 JO0430.an estimated accuracy of +/- 6 seconds.
 JO0430
 JO0430.The orthometric height was determined by differential leveling and
 JO0430.adjusted by the NATIONAL GEODETIC SURVEY
 JO0430.in June 1991.
 JO0430
 JO0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0430.GEOID18 height accuracy estimate available here.
 JO0430
 JO0430.Click photographs - Photos may exist for this station.
 JO0430
 JO0430.The dynamic height is computed by dividing the NAVD 88
 JO0430.geopotential number by the normal gravity value computed on the
 JO0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0430.degrees latitude (g = 980.6199 gals.).
 JO0430
 JO0430.The modeled gravity was interpolated from observed gravity values.
 JO0430
 JO0430;                    North         East    Units  Estimated Accuracy
 JO0430;SPC UT S     - 3,208,560.      311,290.      MT  (+/- 180 meters Scaled)
 JO0430
 JO0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH677675(NAD 83)
 JO0430
 JO0430                          SUPERSEDED SURVEY CONTROL
 JO0430
 JO0430.No superseded survey control is available for this station.
 JO0430
 JO0430_MARKER: I = METAL ROD
 JO0430_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0430_STAMPING: J 378 1984
 JO0430_MARK LOGO: NGS
 JO0430_PROJECTION: FLUSH
 JO0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0430_ROD/PIPE-DEPTH: 9.1 meters
 JO0430
 JO0430  HISTORY     - Date     Condition        Report By
 JO0430  HISTORY     - 1984     MONUMENTED       NGS
 JO0430
 JO0430                          STATION DESCRIPTION
 JO0430
 JO0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0430'62.6 KM (39.1 MI) WEST FROM MILFORD.
 JO0430'62.6 KM (39.1 MI) WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 JO0430'STATE HIGHWAY 257 AT MILFORD, 0.85 KM (0.55 MI) SOUTHEAST OF THE T
 JO0430'JUNCTION OF A DIRT ROAD LEADING SOUTHWEST TO LUND, 28.3 METERS (93 FT)
 JO0430'NORTHEAST OF THE HIGHWAY CENTERLINE, 61.5 METERS (202 FT) NORTHWEST
 JO0430'ACROSS THE HIGHWAY FROM MILEPOST 38, 43.6 METERS (143 FT) NORTHWEST OF
 JO0430'THE NORTHEAST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT.
 JO0430'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 JO0430'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0643 ***********************************************************************
 MS0643  DESIGNATION -  J 378 BE CO
 MS0643  PID         -  MS0643
 MS0643  STATE/COUNTY-  UT/BOX ELDER
 MS0643  COUNTRY     -  US
 MS0643  USGS QUAD   -  DENNIS HILL (2017)
 MS0643
 MS0643                         *CURRENT SURVEY CONTROL
 MS0643  ______________________________________________________________________
 MS0643* NAD 83(1986) POSITION- 41 45 44.     (N) 113 30 43.     (W)   SCALED
 MS0643* NAVD 88 ORTHO HEIGHT -  1627.538 (meters)     5339.68  (feet) ADJUSTED
 MS0643  ______________________________________________________________________
 MS0643  GEOID HEIGHT    -        -15.324 (meters)                     GEOID18
 MS0643  DYNAMIC HEIGHT  -       1626.346 (meters)     5335.77  (feet) COMP
 MS0643  MODELED GRAVITY -    979,832.7   (mgal)                       NAVD 88
 MS0643
 MS0643  VERT ORDER      -  FIRST     CLASS II
 MS0643
 MS0643.The horizontal coordinates were scaled from a map and have
 MS0643.an estimated accuracy of +/- 6 seconds.
 MS0643
 MS0643.The orthometric height was determined by differential leveling and
 MS0643.adjusted by the NATIONAL GEODETIC SURVEY
 MS0643.in June 1991.
 MS0643
 MS0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0643.GEOID18 height accuracy estimate available here.
 MS0643
 MS0643.Click photographs - Photos may exist for this station.
 MS0643
 MS0643.The dynamic height is computed by dividing the NAVD 88
 MS0643.geopotential number by the normal gravity value computed on the
 MS0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0643.degrees latitude (g = 980.6199 gals.).
 MS0643
 MS0643.The modeled gravity was interpolated from observed gravity values.
 MS0643
 MS0643;                    North         East    Units  Estimated Accuracy
 MS0643;SPC UT N     - 1,160,620.      332,710.      MT  (+/- 180 meters Scaled)
 MS0643
 MS0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM911264(NAD 83)
 MS0643
 MS0643                          SUPERSEDED SURVEY CONTROL
 MS0643
 MS0643.No superseded survey control is available for this station.
 MS0643
 MS0643_MARKER: I = METAL ROD
 MS0643_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0643+WITH SETTING: INFORMATION.
 MS0643_STAMPING: J 378 1984
 MS0643_MARK LOGO: NGS
 MS0643_PROJECTION: FLUSH
 MS0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0643_ROD/PIPE-DEPTH: 1.2 meters
 MS0643
 MS0643  HISTORY     - Date     Condition        Report By
 MS0643  HISTORY     - 1984     MONUMENTED       NGS
 MS0643
 MS0643                          STATION DESCRIPTION
 MS0643
 MS0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0643'18.7 KM (11.6 MI) SW FROM PARK VALLEY.
 MS0643'18.71 KM (11.63 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0643'AT PARK VALLEY, IN THE SOUTHWEST CORNER OF THE INTERSECTION OF A DIRT
 MS0643'ROAD LEADING WEST AND IN LINE WITH A ROW OF POWER POLES, 0.18 KM
 MS0643'(0.11 MI) NORTH OF MILEPOST 44, 23.8 METERS (78 FT) WEST OF THE
 MS0643'HIGHWAY CENTERLINE, 15.5 METERS (51 FT) SOUTHWEST OF THE SOUTH END OF
 MS0643'A CORRUGATED METAL PIPE CULVERT, 9.8 METERS (32 FT) SOUTH OF THE
 MS0643'CENTER OF THE ROAD AND 2.3 METERS (7.5 FT) SOUTH OF A POWER POLE WITH
 MS0643'ONE TRANSFORMER.  NOTE--ROD WAS DRIVEN TO 4 FOOT REFUSAL.
 MS0643'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 MS0643'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0472 ***********************************************************************
 LN0472  DESIGNATION -  J 379
 LN0472  PID         -  LN0472
 LN0472  STATE/COUNTY-  UT/DAGGETT
 LN0472  COUNTRY     -  US
 LN0472  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0472
 LN0472                         *CURRENT SURVEY CONTROL
 LN0472  ______________________________________________________________________
 LN0472* NAD 83(1986) POSITION- 40 44 53.     (N) 109 28 21.     (W)   SCALED
 LN0472* NAVD 88 ORTHO HEIGHT -  2584.703 (meters)     8479.98  (feet) ADJUSTED
 LN0472  ______________________________________________________________________
 LN0472  GEOID HEIGHT    -        -13.937 (meters)                     GEOID18
 LN0472  DYNAMIC HEIGHT  -       2582.100 (meters)     8471.44  (feet) COMP
 LN0472  MODELED GRAVITY -    979,522.6   (mgal)                       NAVD 88
 LN0472
 LN0472  VERT ORDER      -  FIRST     CLASS II
 LN0472
 LN0472.The horizontal coordinates were scaled from a map and have
 LN0472.an estimated accuracy of +/- 6 seconds.
 LN0472
 LN0472.The orthometric height was determined by differential leveling and
 LN0472.adjusted by the NATIONAL GEODETIC SURVEY
 LN0472.in June 1991.
 LN0472
 LN0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0472.GEOID18 height accuracy estimate available here.
 LN0472
 LN0472.Click photographs - Photos may exist for this station.
 LN0472
 LN0472.The dynamic height is computed by dividing the NAVD 88
 LN0472.geopotential number by the normal gravity value computed on the
 LN0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0472.degrees latitude (g = 980.6199 gals.).
 LN0472
 LN0472.The modeled gravity was interpolated from observed gravity values.
 LN0472
 LN0472;                    North         East    Units  Estimated Accuracy
 LN0472;SPC UT N     - 1,048,050.      671,220.      MT  (+/- 180 meters Scaled)
 LN0472
 LN0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL289119(NAD 83)
 LN0472
 LN0472                          SUPERSEDED SURVEY CONTROL
 LN0472
 LN0472.No superseded survey control is available for this station.
 LN0472
 LN0472_MARKER: I = METAL ROD
 LN0472_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0472_STAMPING: J 379 1984
 LN0472_MARK LOGO: NGS
 LN0472_PROJECTION: FLUSH
 LN0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0472_ROD/PIPE-DEPTH: 3.7 meters
 LN0472
 LN0472  HISTORY     - Date     Condition        Report By
 LN0472  HISTORY     - 1984     MONUMENTED       NGS
 LN0472
 LN0472                          STATION DESCRIPTION
 LN0472
 LN0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0472'41.4 KM (25.7 MI) NORTH FROM VERNAL.
 LN0472'41.4 KM (25.7 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0472'WITH U.S. HIGHWAY 40 IN VERNAL, 0.5 KM (0.3 MI) SOUTH OF MILEPOST 227,
 LN0472'0.7 KM (0.45 MI) SOUTH OF A DIRT ROAD LEADING NORTHEAST TO STRINGHAM
 LN0472'CABIN HISTORIC SITE, 11.2 M (36.7 FT) WEST OF THE CENTERLINE OF THE
 LN0472'HIGHWAY, AND 6.2 M (20.3 FT) SOUTH OF THE CENTER OF A TRACK ROAD
 LN0472'LEADING NORTHWEST.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LN0472'LOGO CAP.
 LN0472'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LN0472'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0454 ***********************************************************************
 HM0454  DESIGNATION -  J 379
 HM0454  PID         -  HM0454
 HM0454  STATE/COUNTY-  UT/SAN JUAN
 HM0454  COUNTRY     -  US
 HM0454  USGS QUAD   -  WICKIUP CANYON (2017)
 HM0454
 HM0454                         *CURRENT SURVEY CONTROL
 HM0454  ______________________________________________________________________
 HM0454* NAD 83(1986) POSITION- 37 17 44.     (N) 109 05 12.     (W)   SCALED
 HM0454* NAVD 88 ORTHO HEIGHT -  1512.123 (meters)     4961.02  (feet) ADJUSTED
 HM0454  ______________________________________________________________________
 HM0454  GEOID HEIGHT    -        -20.572 (meters)                     GEOID18
 HM0454  DYNAMIC HEIGHT  -       1510.399 (meters)     4955.37  (feet) COMP
 HM0454  MODELED GRAVITY -    979,438.1   (mgal)                       NAVD 88
 HM0454
 HM0454  VERT ORDER      -  FIRST     CLASS II
 HM0454
 HM0454.The horizontal coordinates were scaled from a map and have
 HM0454.an estimated accuracy of +/- 6 seconds.
 HM0454
 HM0454.The orthometric height was determined by differential leveling and
 HM0454.adjusted by the NATIONAL GEODETIC SURVEY
 HM0454.in June 1991.
 HM0454
 HM0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0454.GEOID18 height accuracy estimate available here.
 HM0454
 HM0454.Click photographs - Photos may exist for this station.
 HM0454
 HM0454.The dynamic height is computed by dividing the NAVD 88
 HM0454.geopotential number by the normal gravity value computed on the
 HM0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0454.degrees latitude (g = 980.6199 gals.).
 HM0454
 HM0454.The modeled gravity was interpolated from observed gravity values.
 HM0454
 HM0454;                    North         East    Units  Estimated Accuracy
 HM0454;SPC UT S     - 3,072,560.      713,950.      MT  (+/- 180 meters Scaled)
 HM0454
 HM0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG695293(NAD 83)
 HM0454
 HM0454                          SUPERSEDED SURVEY CONTROL
 HM0454
 HM0454.No superseded survey control is available for this station.
 HM0454
 HM0454_MARKER: DV = VERTICAL CONTROL DISK
 HM0454_SETTING: 66 = SET IN ROCK OUTCROP
 HM0454_STAMPING: J 379 1984
 HM0454_MARK LOGO: NGS
 HM0454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0454+STABILITY: POSITION/ELEVATION WELL
 HM0454
 HM0454  HISTORY     - Date     Condition        Report By
 HM0454  HISTORY     - 1984     MONUMENTED       NGS
 HM0454
 HM0454                          STATION DESCRIPTION
 HM0454
 HM0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0454'51.5 KM (32.0 MI) WEST FROM CORTEZ CO.
 HM0454'4.1 KM (2.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 160 FROM ITS WEST
 HM0454'JUNCTION WITH U.S. HIGHWAY 666 IN CORTEZ, THENCE 47.4 KM (29.45 MI)
 HM0454'WESTERLY ALONG A PAVED (TURNING TO GRAVEL) ROAD, 6.1 KM (3.8 MI) WEST
 HM0454'OF THE ISMAY TRADING POST, 0.3 KM (0.2 MI) EAST OF A PAVED ROAD
 HM0454'LEADING NORTH, 0.1 KM (0.05 MI) EAST OF A POWERLINE CROSSING, NEAR THE
 HM0454'NORTH EDGE OF A 75- BY 200-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK,
 HM0454'89.0 METERS (292.0 FT) SOUTH OF A UTILITY POLE, 66.0 METERS (216.5 FT)
 HM0454'EAST OF THE CENTER OF A DIRT ROAD LEADING SOUTH TO A SMALL HOUSE,
 HM0454'51.5 METERS (169.0 FT) SOUTHEAST OF THE CENTER OF THE ROAD,
 HM0454'22.0 METERS (72.2 FT) WEST OF THE EAST EDGE OF THE OUTCROP, AND
 HM0454'3.0 METERS (9.8 FT) SOUTH OF THE NORTH EDGE OF THE OUTCROP.
 HM0454'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 HM0454'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0108 ***********************************************************************
 JO0108  DESIGNATION -  J 38
 JO0108  PID         -  JO0108
 JO0108  STATE/COUNTY-  UT/GARFIELD
 JO0108  COUNTRY     -  US
 JO0108  USGS QUAD   -  FREMONT PASS (2017)
 JO0108
 JO0108                         *CURRENT SURVEY CONTROL
 JO0108  ______________________________________________________________________
 JO0108* NAD 83(1986) POSITION- 38 00 29.     (N) 112 22 40.     (W)   SCALED
 JO0108* NAVD 88 ORTHO HEIGHT -  1950.209 (meters)     6398.31  (feet) ADJUSTED
 JO0108  ______________________________________________________________________
 JO0108  GEOID HEIGHT    -        -19.821 (meters)                     GEOID18
 JO0108  DYNAMIC HEIGHT  -       1947.880 (meters)     6390.67  (feet) COMP
 JO0108  MODELED GRAVITY -    979,366.0   (mgal)                       NAVD 88
 JO0108
 JO0108  VERT ORDER      -  SECOND    CLASS 0
 JO0108
 JO0108.The horizontal coordinates were scaled from a map and have
 JO0108.an estimated accuracy of +/- 6 seconds.
 JO0108
 JO0108.The orthometric height was determined by differential leveling and
 JO0108.adjusted by the NATIONAL GEODETIC SURVEY
 JO0108.in June 1991.
 JO0108
 JO0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0108.GEOID18 height accuracy estimate available here.
 JO0108
 JO0108.Click photographs - Photos may exist for this station.
 JO0108
 JO0108.The dynamic height is computed by dividing the NAVD 88
 JO0108.geopotential number by the normal gravity value computed on the
 JO0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0108.degrees latitude (g = 980.6199 gals.).
 JO0108
 JO0108.The modeled gravity was interpolated from observed gravity values.
 JO0108
 JO0108;                    North         East    Units  Estimated Accuracy
 JO0108;SPC UT S     - 3,149,240.      422,920.      MT  (+/- 180 meters Scaled)
 JO0108
 JO0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH790076(NAD 83)
 JO0108
 JO0108                          SUPERSEDED SURVEY CONTROL
 JO0108
 JO0108  NGVD 29 (??/??/92) 1948.958  (m)         6394.21   (f) ADJ UNCH    2 0
 JO0108
 JO0108.Superseded values are not recommended for survey control.
 JO0108
 JO0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0108.See file dsdata.pdf to determine how the superseded data were derived.
 JO0108
 JO0108_MARKER: DB = BENCH MARK DISK
 JO0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0108_STAMPING: J 38 1934
 JO0108_MARK LOGO: CGS
 JO0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0108+STABILITY: SURFACE MOTION
 JO0108
 JO0108  HISTORY     - Date     Condition        Report By
 JO0108  HISTORY     - 1934     MONUMENTED       CGS
 JO0108  HISTORY     - 1966     MARK NOT FOUND   USGS
 JO0108
 JO0108                          STATION DESCRIPTION
 JO0108
 JO0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0108'13.6 MI N FROM PANGUITCH.
 JO0108'ABOUT 13.6 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 JO0108'PANGUITCH, GARFIELD COUNTY, 66 FEET NORTHWEST OF THE CONCRETE HEAD
 JO0108'WALL OF A GALVANIZED PIPE CULVERT, 84 FEET SOUTH OF POLE 2154, AND 57
 JO0108'FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 JO0108'J 38 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JO0108
 JO0108                          STATION RECOVERY (1966)
 JO0108
 JO0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JO0108'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0593 ***********************************************************************
 MS0593  DESIGNATION -  J 380
 MS0593  PID         -  MS0593
 MS0593  STATE/COUNTY-  UT/BOX ELDER
 MS0593  COUNTRY     -  US
 MS0593  USGS QUAD   -  LAKE RIDGE (2017)
 MS0593
 MS0593                         *CURRENT SURVEY CONTROL
 MS0593  ______________________________________________________________________
 MS0593* NAD 83(1986) POSITION- 41 40 17.2    (N) 112 39 47.1    (W)   HD_HELD2
 MS0593* NAVD 88 ORTHO HEIGHT -  1421.363 (meters)     4663.26  (feet) ADJUSTED
 MS0593  ______________________________________________________________________
 MS0593  GEOID HEIGHT    -        -15.654 (meters)                     GEOID18
 MS0593  DYNAMIC HEIGHT  -       1420.389 (meters)     4660.06  (feet) COMP
 MS0593  MODELED GRAVITY -    979,887.4   (mgal)                       NAVD 88
 MS0593
 MS0593  VERT ORDER      -  FIRST     CLASS II
 MS0593
 MS0593.The horizontal coordinates were established by autonomous hand held GPS
 MS0593.observations and have an estimated accuracy of +/- 10 meters.
 MS0593
 MS0593.The orthometric height was determined by differential leveling and
 MS0593.adjusted by the NATIONAL GEODETIC SURVEY
 MS0593.in June 1991.
 MS0593
 MS0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0593.GEOID18 height accuracy estimate available here.
 MS0593
 MS0593.Click photographs - Photos may exist for this station.
 MS0593
 MS0593.The dynamic height is computed by dividing the NAVD 88
 MS0593.geopotential number by the normal gravity value computed on the
 MS0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0593.degrees latitude (g = 980.6199 gals.).
 MS0593
 MS0593.The modeled gravity was interpolated from observed gravity values.
 MS0593
 MS0593;                    North         East    Units  Estimated Accuracy
 MS0593;SPC UT N     - 1,149,249.      403,148.      MT  (+/- 10 meters HH2 GPS)
 MS0593
 MS0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM6155814634(NAD 83)
 MS0593
 MS0593                          SUPERSEDED SURVEY CONTROL
 MS0593
 MS0593.No superseded survey control is available for this station.
 MS0593
 MS0593_MARKER: I = METAL ROD
 MS0593_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0593+WITH SETTING: INFORMATION.
 MS0593_STAMPING: J 380 1984
 MS0593_MARK LOGO: NGS
 MS0593_PROJECTION: FLUSH
 MS0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0593_ROD/PIPE-DEPTH: 1.8 meters
 MS0593
 MS0593  HISTORY     - Date     Condition        Report By
 MS0593  HISTORY     - 1984     MONUMENTED       NGS
 MS0593
 MS0593                          STATION DESCRIPTION
 MS0593
 MS0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0593'13.8 KM (8.6 MI) NW FROM PROMONTORY.
 MS0593'1.58 KM (0.98 MI) NORTH ALONG A PAVED ROAD FROM THE GOLDEN SPIKE
 MS0593'MONUMENT IN PROMONTORY, THENCE 12.20 KM (7.58 MI) WEST ALONG A GRAVEL
 MS0593'ROAD, ABOUT 30.5 METERS (100 FT) NORTHEAST OF THE NORTHEAST BASE OF A
 MS0593'GRASSY HILL, 0.42 KM (0.26 MI) SOUTHEAST OF CATTLE GUARD AND
 MS0593'22.9 METERS (75 FT) SOUTHWEST OF THE CENTER OF THE ROAD.
 MS0593'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 MS0593'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0674 ***********************************************************************
 MS0674  DESIGNATION -  J 381
 MS0674  PID         -  MS0674
 MS0674  STATE/COUNTY-  UT/BOX ELDER
 MS0674  COUNTRY     -  US
 MS0674  USGS QUAD   -  LUCIN NE (2017)
 MS0674
 MS0674                         *CURRENT SURVEY CONTROL
 MS0674  ______________________________________________________________________
 MS0674* NAD 83(1986) POSITION- 41 25 24.     (N) 113 52 16.     (W)   SCALED
 MS0674* NAVD 88 ORTHO HEIGHT -  1413.691 (meters)     4638.08  (feet) ADJUSTED
 MS0674  ______________________________________________________________________
 MS0674  GEOID HEIGHT    -        -16.614 (meters)                     GEOID18
 MS0674  DYNAMIC HEIGHT  -       1412.674 (meters)     4634.75  (feet) COMP
 MS0674  MODELED GRAVITY -    979,854.5   (mgal)                       NAVD 88
 MS0674
 MS0674  VERT ORDER      -  FIRST     CLASS II
 MS0674
 MS0674.The horizontal coordinates were scaled from a map and have
 MS0674.an estimated accuracy of +/- 6 seconds.
 MS0674
 MS0674.The orthometric height was determined by differential leveling and
 MS0674.adjusted by the NATIONAL GEODETIC SURVEY
 MS0674.in June 1991.
 MS0674
 MS0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0674.GEOID18 height accuracy estimate available here.
 MS0674
 MS0674.Click photographs - Photos may exist for this station.
 MS0674
 MS0674.The dynamic height is computed by dividing the NAVD 88
 MS0674.geopotential number by the normal gravity value computed on the
 MS0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0674.degrees latitude (g = 980.6199 gals.).
 MS0674
 MS0674.The modeled gravity was interpolated from observed gravity values.
 MS0674
 MS0674;                    North         East    Units  Estimated Accuracy
 MS0674;SPC UT N     - 1,123,750.      301,820.      MT  (+/- 180 meters Scaled)
 MS0674
 MS0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL600897(NAD 83)
 MS0674
 MS0674                          SUPERSEDED SURVEY CONTROL
 MS0674
 MS0674.No superseded survey control is available for this station.
 MS0674
 MS0674_MARKER: I = METAL ROD
 MS0674_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0674_STAMPING: J 381 1984
 MS0674_MARK LOGO: NGS
 MS0674_PROJECTION: FLUSH
 MS0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0674_ROD/PIPE-DEPTH: 9.7 meters
 MS0674
 MS0674  HISTORY     - Date     Condition        Report By
 MS0674  HISTORY     - 1984     MONUMENTED       NGS
 MS0674
 MS0674                          STATION DESCRIPTION
 MS0674
 MS0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0674'74.0 KM (46.0 MI) SW FROM PARK VALLEY.
 MS0674'74.00 KM (46.00 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0674'AT PARK VALLEY, IN LINE WITH A ROW OF POWER POLES AND 0.50 KM
 MS0674'(0.31 MI) WEST OF MILEPOST 10, 31.4 METERS (103 FT) SOUTH OF THE
 MS0674'HIGHWAY CENTERLINE, 64.0 METERS (210 FT) EAST-SOUTHEAST OF THE SOUTH
 MS0674'END OF A 24-INCH CORRUGATED METAL PIPE CULVERT AND 2.7 METERS (9 FT)
 MS0674'WEST OF A POWER POLE.
 MS0674'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 MS0674'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0491 ***********************************************************************
 LN0491  DESIGNATION -  J 383
 LN0491  PID         -  LN0491
 LN0491  STATE/COUNTY-  UT/UINTAH
 LN0491  COUNTRY     -  US
 LN0491  USGS QUAD   -  DONKEY FLAT (2017)
 LN0491
 LN0491                         *CURRENT SURVEY CONTROL
 LN0491  ______________________________________________________________________
 LN0491* NAD 83(1986) POSITION- 40 37 13.     (N) 109 28 31.     (W)   SCALED
 LN0491* NAVD 88 ORTHO HEIGHT -  1973.138 (meters)     6473.54  (feet) ADJUSTED
 LN0491  ______________________________________________________________________
 LN0491  GEOID HEIGHT    -        -15.115 (meters)                     GEOID18
 LN0491  DYNAMIC HEIGHT  -       1971.290 (meters)     6467.47  (feet) COMP
 LN0491  MODELED GRAVITY -    979,617.6   (mgal)                       NAVD 88
 LN0491
 LN0491  VERT ORDER      -  FIRST     CLASS II
 LN0491
 LN0491.The horizontal coordinates were scaled from a map and have
 LN0491.an estimated accuracy of +/- 6 seconds.
 LN0491
 LN0491.The orthometric height was determined by differential leveling and
 LN0491.adjusted by the NATIONAL GEODETIC SURVEY
 LN0491.in June 1991.
 LN0491
 LN0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0491.GEOID18 height accuracy estimate available here.
 LN0491
 LN0491.Click photographs - Photos may exist for this station.
 LN0491
 LN0491.The dynamic height is computed by dividing the NAVD 88
 LN0491.geopotential number by the normal gravity value computed on the
 LN0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0491.degrees latitude (g = 980.6199 gals.).
 LN0491
 LN0491.The modeled gravity was interpolated from observed gravity values.
 LN0491
 LN0491;                    North         East    Units  Estimated Accuracy
 LN0491;SPC UT C     - 2,255,840.      671,310.      MT  (+/- 180 meters Scaled)
 LN0491
 LN0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK289977(NAD 83)
 LN0491
 LN0491                          SUPERSEDED SURVEY CONTROL
 LN0491
 LN0491.No superseded survey control is available for this station.
 LN0491
 LN0491_MARKER: DV = VERTICAL CONTROL DISK
 LN0491_SETTING: 66 = SET IN ROCK OUTCROP
 LN0491_STAMPING: J 383 1984
 LN0491_MARK LOGO: NGS
 LN0491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0491+STABILITY: POSITION/ELEVATION WELL
 LN0491
 LN0491  HISTORY     - Date     Condition        Report By
 LN0491  HISTORY     - 1984     MONUMENTED       NGS
 LN0491
 LN0491                          STATION DESCRIPTION
 LN0491
 LN0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0491'23.2 KM (14.4 MI) NORTH FROM VERNAL.
 LN0491'23.2 KM (14.4 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0491'WITH U.S. HIGHWAY 40 IN VERNAL, 0.4 KM (0.25 MI) NORTHERLY OF MILEPOST
 LN0491'215, IN AN EXPOSED AREA OF BEDROCK IN THE CENTER OF THE SOUTHWESTERN
 LN0491'1/2 OF A HIGHWAY CUT, 0.2 KM (0.1 MI) SOUTHWEST OF A POWERLINE
 LN0491'CROSSING, 26.0 M (85.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE CUT,
 LN0491'AND 6.6 M (21.7 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 LN0491'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LN0491'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0432 ***********************************************************************
 LN0432  DESIGNATION -  J 385
 LN0432  PID         -  LN0432
 LN0432  STATE/COUNTY-  UT/DAGGETT
 LN0432  COUNTRY     -  US
 LN0432  USGS QUAD   -  MANILA (2017)
 LN0432
 LN0432                         *CURRENT SURVEY CONTROL
 LN0432  ______________________________________________________________________
 LN0432* NAD 83(1986) POSITION- 40 54 58.     (N) 109 41 09.     (W)   SCALED
 LN0432* NAVD 88 ORTHO HEIGHT -  1925.294 (meters)     6316.57  (feet) ADJUSTED
 LN0432  ______________________________________________________________________
 LN0432  GEOID HEIGHT    -        -13.635 (meters)                     GEOID18
 LN0432  DYNAMIC HEIGHT  -       1923.611 (meters)     6311.05  (feet) COMP
 LN0432  MODELED GRAVITY -    979,680.8   (mgal)                       NAVD 88
 LN0432
 LN0432  VERT ORDER      -  FIRST     CLASS II
 LN0432
 LN0432.The horizontal coordinates were scaled from a map and have
 LN0432.an estimated accuracy of +/- 6 seconds.
 LN0432
 LN0432.The orthometric height was determined by differential leveling and
 LN0432.adjusted by the NATIONAL GEODETIC SURVEY
 LN0432.in June 1991.
 LN0432
 LN0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0432.GEOID18 height accuracy estimate available here.
 LN0432
 LN0432.Click photographs - Photos may exist for this station.
 LN0432
 LN0432.The dynamic height is computed by dividing the NAVD 88
 LN0432.geopotential number by the normal gravity value computed on the
 LN0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0432.degrees latitude (g = 980.6199 gals.).
 LN0432
 LN0432.The modeled gravity was interpolated from observed gravity values.
 LN0432
 LN0432;                    North         East    Units  Estimated Accuracy
 LN0432;SPC UT N     - 1,066,310.      652,810.      MT  (+/- 180 meters Scaled)
 LN0432
 LN0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL106302(NAD 83)
 LN0432
 LN0432                          SUPERSEDED SURVEY CONTROL
 LN0432
 LN0432.No superseded survey control is available for this station.
 LN0432
 LN0432_MARKER: DV = VERTICAL CONTROL DISK
 LN0432_SETTING: 66 = SET IN ROCK OUTCROP
 LN0432_STAMPING: J 385 1984
 LN0432_MARK LOGO: NGS
 LN0432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0432+STABILITY: POSITION/ELEVATION WELL
 LN0432
 LN0432  HISTORY     - Date     Condition        Report By
 LN0432  HISTORY     - 1984     MONUMENTED       NGS
 LN0432
 LN0432                          STATION DESCRIPTION
 LN0432
 LN0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0432'12.7 KM (7.9 MI) SOUTH FROM MANILA.
 LN0432'12.7 KM (7.9 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0432'WITH STATE HIGHWAY 43 IN MANILA, SET VERTICALLY IN THE NORTH FACE OF A
 LN0432'HIGHWAY CUT, 0.2 KM (0.1 MI) WEST OF A PAVED ROAD LEADING TO SHEEP
 LN0432'CREEK BOAT RAMP, 121.3 M (398.0 FT) EAST OF THE WEST END OF A HIGHWAY
 LN0432'CUT, 57.8 M (189.6 FT) EAST OF MILEPOST 20, AND 9.6 M (31.5 FT) SOUTH
 LN0432'OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY.
 LN0432'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LN0432'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0378 ***********************************************************************
 LN0378  DESIGNATION -  J 386
 LN0378  PID         -  LN0378
 LN0378  STATE/COUNTY-  UT/UINTAH
 LN0378  COUNTRY     -  US
 LN0378  USGS QUAD   -  DINOSAUR QUARRY (2017)
 LN0378
 LN0378                         *CURRENT SURVEY CONTROL
 LN0378  ______________________________________________________________________
 LN0378* NAD 83(1986) POSITION- 40 22 36.     (N) 109 19 33.     (W)   SCALED
 LN0378* NAVD 88 ORTHO HEIGHT -  1455.183 (meters)     4774.21  (feet) ADJUSTED
 LN0378  ______________________________________________________________________
 LN0378  GEOID HEIGHT    -        -17.090 (meters)                     GEOID18
 LN0378  DYNAMIC HEIGHT  -       1453.884 (meters)     4769.95  (feet) COMP
 LN0378  MODELED GRAVITY -    979,683.0   (mgal)                       NAVD 88
 LN0378
 LN0378  VERT ORDER      -  FIRST     CLASS II
 LN0378
 LN0378.The horizontal coordinates were scaled from a map and have
 LN0378.an estimated accuracy of +/- 6 seconds.
 LN0378
 LN0378.The orthometric height was determined by differential leveling and
 LN0378.adjusted by the NATIONAL GEODETIC SURVEY
 LN0378.in June 1991.
 LN0378
 LN0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0378.GEOID18 height accuracy estimate available here.
 LN0378
 LN0378.Click photographs - Photos may exist for this station.
 LN0378
 LN0378.The dynamic height is computed by dividing the NAVD 88
 LN0378.geopotential number by the normal gravity value computed on the
 LN0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0378.degrees latitude (g = 980.6199 gals.).
 LN0378
 LN0378.The modeled gravity was interpolated from observed gravity values.
 LN0378
 LN0378;                    North         East    Units  Estimated Accuracy
 LN0378;SPC UT C     - 2,229,100.      684,610.      MT  (+/- 180 meters Scaled)
 LN0378
 LN0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK421709(NAD 83)
 LN0378
 LN0378                          SUPERSEDED SURVEY CONTROL
 LN0378
 LN0378.No superseded survey control is available for this station.
 LN0378
 LN0378_MARKER: I = METAL ROD
 LN0378_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LN0378_STAMPING: J 386 1984
 LN0378_MARK LOGO: NGS
 LN0378_PROJECTION: FLUSH
 LN0378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0378+STABILITY: POSITION/ELEVATION WELL
 LN0378_ROD/PIPE-DEPTH: 13.4 meters
 LN0378_SLEEVE-DEPTH  : 7.2 meters
 LN0378
 LN0378  HISTORY     - Date     Condition        Report By
 LN0378  HISTORY     - 1984     MONUMENTED       NGS
 LN0378  HISTORY     - 1984     GOOD             NGS
 LN0378
 LN0378                          STATION DESCRIPTION
 LN0378
 LN0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0378'1.4 KM (0.85 MI) NE FROM JENSEN.
 LN0378'0.5 KM (0.3 MI) EASTERLY ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE IN
 LN0378'JENSEN, THENCE 0.9 KM (0.55 MI) NORTHERLY ALONG A PAVED ROAD, 28.8 M
 LN0378'(94.5 FT) SOUTHEAST OF THE CENTER OF THE ROAD, AND 2.7 M (8.9 FT)
 LN0378'SOUTHEAST OF THE SOUTHWEST 1 OF 3 UTILITY POLES.  NOTE=ACCESS TO THE
 LN0378'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LN0378'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LN0378'THE MARK IS 1.5 M ABOVE THE ROAD.
 LN0378
 LN0378                          STATION RECOVERY (1984)
 LN0378
 LN0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0378'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0044 ***********************************************************************
 KN0044  DESIGNATION -  J 39
 KN0044  PID         -  KN0044
 KN0044  STATE/COUNTY-  UT/EMERY
 KN0044  COUNTRY     -  US
 KN0044  USGS QUAD   -  MEXICAN MOUNTAIN (2017)
 KN0044
 KN0044                         *CURRENT SURVEY CONTROL
 KN0044  ______________________________________________________________________
 KN0044* NAD 83(1986) POSITION- 39 04 01.     (N) 110 25 25.     (W)   SCALED
 KN0044* NAVD 88 ORTHO HEIGHT -  1438.869 (meters)     4720.69  (feet) ADJUSTED
 KN0044  ______________________________________________________________________
 KN0044  GEOID HEIGHT    -        -19.217 (meters)                     GEOID18
 KN0044  DYNAMIC HEIGHT  -       1437.455 (meters)     4716.05  (feet) COMP
 KN0044  MODELED GRAVITY -    979,595.4   (mgal)                       NAVD 88
 KN0044
 KN0044  VERT ORDER      -  SECOND    CLASS 0
 KN0044
 KN0044.The horizontal coordinates were scaled from a map and have
 KN0044.an estimated accuracy of +/- 6 seconds.
 KN0044
 KN0044.The orthometric height was determined by differential leveling and
 KN0044.adjusted by the NATIONAL GEODETIC SURVEY
 KN0044.in June 1991.
 KN0044
 KN0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0044.GEOID18 height accuracy estimate available here.
 KN0044
 KN0044.Click photographs - Photos may exist for this station.
 KN0044
 KN0044.The dynamic height is computed by dividing the NAVD 88
 KN0044.geopotential number by the normal gravity value computed on the
 KN0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0044.degrees latitude (g = 980.6199 gals.).
 KN0044
 KN0044.The modeled gravity was interpolated from observed gravity values.
 KN0044
 KN0044;                    North         East    Units  Estimated Accuracy
 KN0044;SPC UT C     - 2,082,010.      593,150.      MT  (+/- 180 meters Scaled)
 KN0044
 KN0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ498243(NAD 83)
 KN0044
 KN0044                          SUPERSEDED SURVEY CONTROL
 KN0044
 KN0044  NGVD 29 (??/??/92) 1437.844  (m)         4717.33   (f) ADJ UNCH    2 0
 KN0044
 KN0044.Superseded values are not recommended for survey control.
 KN0044
 KN0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0044.See file dsdata.pdf to determine how the superseded data were derived.
 KN0044
 KN0044_MARKER: DB = BENCH MARK DISK
 KN0044_SETTING: 66 = SET IN ROCK OUTCROP
 KN0044_STAMPING: J 39 1934
 KN0044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0044+STABILITY: POSITION/ELEVATION WELL
 KN0044
 KN0044  HISTORY     - Date     Condition        Report By
 KN0044  HISTORY     - 1934     MONUMENTED       CGS
 KN0044  HISTORY     - 1952     MARK NOT FOUND   USGS
 KN0044  HISTORY     - 1976     MARK NOT FOUND   USGS
 KN0044
 KN0044                          STATION DESCRIPTION
 KN0044
 KN0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0044'18.8 MI W FROM GREEN RIVER.
 KN0044'ABOUT 18.8 MILES WEST OF GREEN RIVER, EMERY COUNTY, ALONG THE TRAIL TO
 KN0044'CASTLE DALE FROM U.S. HIGHWAY 50, ABOUT 3 MILES NORTH OF A CABIN AND
 KN0044'FARM, NEAR THE HEAD OF COTTONWOOD GULCH, ABOUT 30 FEET WEST OF A
 KN0044'STREAM, AND IN THE TOP OF THE SOLID ROCK ON THE WEST BANK.  A STANDARD
 KN0044'DISK, STAMPED J 39 1934.
 KN0044
 KN0044                          STATION RECOVERY (1952)
 KN0044
 KN0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 KN0044'MARK NOT FOUND.
 KN0044
 KN0044                          STATION RECOVERY (1976)
 KN0044
 KN0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KN0044'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0240 ***********************************************************************
 KN0240  DESIGNATION -  J 40
 KN0240  PID         -  KN0240
 KN0240  STATE/COUNTY-  UT/EMERY
 KN0240  COUNTRY     -  US
 KN0240  USGS QUAD   -  CASTLE DALE (2017)
 KN0240
 KN0240                         *CURRENT SURVEY CONTROL
 KN0240  ______________________________________________________________________
 KN0240* NAD 83(1986) POSITION- 39 12 32.28   (N) 111 01 13.68   (W)   HD_HELD1
 KN0240* NAVD 88 ORTHO HEIGHT -  1720.764 (meters)     5645.54  (feet) ADJUSTED
 KN0240  ______________________________________________________________________
 KN0240  GEOID HEIGHT    -        -17.405 (meters)                     GEOID18
 KN0240  DYNAMIC HEIGHT  -       1719.041 (meters)     5639.89  (feet) COMP
 KN0240  MODELED GRAVITY -    979,565.1   (mgal)                       NAVD 88
 KN0240
 KN0240  VERT ORDER      -  SECOND    CLASS 0
 KN0240
 KN0240.The horizontal coordinates were determined by differentially corrected
 KN0240.hand held GPS observations or other comparable positioning techniques
 KN0240.and have an estimated accuracy of +/- 3 meters.
 KN0240
 KN0240.The orthometric height was determined by differential leveling and
 KN0240.adjusted by the NATIONAL GEODETIC SURVEY
 KN0240.in June 1991.
 KN0240
 KN0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0240.GEOID18 height accuracy estimate available here.
 KN0240
 KN0240.Click photographs - Photos may exist for this station.
 KN0240
 KN0240.The dynamic height is computed by dividing the NAVD 88
 KN0240.geopotential number by the normal gravity value computed on the
 KN0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0240.degrees latitude (g = 980.6199 gals.).
 KN0240
 KN0240.The modeled gravity was interpolated from observed gravity values.
 KN0240
 KN0240;                    North         East    Units  Estimated Accuracy
 KN0240;SPC UT C     - 2,097,323.8     541,415.8     MT  (+/- 3 meters HH1 GPS) 
 KN0240
 KN0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ9823239966(NAD 83)
 KN0240
 KN0240                          SUPERSEDED SURVEY CONTROL
 KN0240
 KN0240  NGVD 29 (??/??/92) 1719.693  (m)         5642.03   (f) ADJ UNCH    2 0
 KN0240
 KN0240.Superseded values are not recommended for survey control.
 KN0240
 KN0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0240.See file dsdata.pdf to determine how the superseded data were derived.
 KN0240
 KN0240_MARKER: DB = BENCH MARK DISK
 KN0240_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KN0240_SP_SET: BRIDGE SUPPORT
 KN0240_STAMPING: J 40 1934
 KN0240_MARK LOGO: CGS
 KN0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KN0240+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2009
 KN0240
 KN0240  HISTORY     - Date     Condition        Report By
 KN0240  HISTORY     - 1934     MONUMENTED       CGS
 KN0240  HISTORY     - 20091022 GOOD             GEOCAC
 KN0240
 KN0240                          STATION DESCRIPTION
 KN0240
 KN0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0240'IN CASTLE DALE.
 KN0240'AT THE SOUTH EDGE OF CASTLE DALE, EMERY COUNTY, ON STATE HIGHWAY 10,
 KN0240'AT THE BRIDGE OVER COTTONWOOD CREEK, AND IN THE TOP OF THE NORTHEAST
 KN0240'CONCRETE SUPPORT.  A STANDARD DISK, STAMPED J 40 1934.
 KN0240
 KN0240                          STATION RECOVERY (2009)
 KN0240
 KN0240'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 KN0240'UT HIGHWAY 10 HAS BEEN RE-ROUTED.  BRIDGE IS NOW PART OF A TRAIL
 KN0240'SYSTEM.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0228 ***********************************************************************
 KN0228  DESIGNATION -  J 41
 KN0228  PID         -  KN0228
 KN0228  STATE/COUNTY-  UT/SANPETE
 KN0228  COUNTRY     -  US
 KN0228  USGS QUAD   -  JOES VALLEY RESERVOIR (2017)
 KN0228
 KN0228                         *CURRENT SURVEY CONTROL
 KN0228  ______________________________________________________________________
 KN0228* NAD 83(1986) POSITION- 39 18 09.2    (N) 111 18 46.9    (W)   HD_HELD2
 KN0228* NAVD 88 ORTHO HEIGHT -  2436.042 (meters)     7992.25  (feet) ADJUSTED
 KN0228  ______________________________________________________________________
 KN0228  GEOID HEIGHT    -        -16.178 (meters)                     GEOID18
 KN0228  DYNAMIC HEIGHT  -       2433.325 (meters)     7983.33  (feet) COMP
 KN0228  MODELED GRAVITY -    979,422.6   (mgal)                       NAVD 88
 KN0228
 KN0228  VERT ORDER      -  SECOND    CLASS 0
 KN0228
 KN0228.The horizontal coordinates were established by autonomous hand held GPS
 KN0228.observations and have an estimated accuracy of +/- 10 meters.
 KN0228
 KN0228.The orthometric height was determined by differential leveling and
 KN0228.adjusted by the NATIONAL GEODETIC SURVEY
 KN0228.in June 1991.
 KN0228
 KN0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0228.GEOID18 height accuracy estimate available here.
 KN0228
 KN0228.Click photographs - Photos may exist for this station.
 KN0228
 KN0228.The dynamic height is computed by dividing the NAVD 88
 KN0228.geopotential number by the normal gravity value computed on the
 KN0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0228.degrees latitude (g = 980.6199 gals.).
 KN0228
 KN0228.The modeled gravity was interpolated from observed gravity values.
 KN0228
 KN0228;                    North         East    Units  Estimated Accuracy
 KN0228;SPC UT C     - 2,107,619.      516,127.      MT  (+/- 10 meters HH2 GPS)
 KN0228
 KN0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ7301050399(NAD 83)
 KN0228
 KN0228                          SUPERSEDED SURVEY CONTROL
 KN0228
 KN0228  NGVD 29 (??/??/92) 2434.771  (m)         7988.08   (f) ADJ UNCH    2 0
 KN0228
 KN0228.Superseded values are not recommended for survey control.
 KN0228
 KN0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0228.See file dsdata.pdf to determine how the superseded data were derived.
 KN0228
 KN0228_MARKER: DB = BENCH MARK DISK
 KN0228_SETTING: 66 = SET IN ROCK OUTCROP
 KN0228_STAMPING: J 41 1934
 KN0228_MARK LOGO: CGS
 KN0228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0228+STABILITY: POSITION/ELEVATION WELL
 KN0228
 KN0228  HISTORY     - Date     Condition        Report By
 KN0228  HISTORY     - 1934     MONUMENTED       CGS
 KN0228
 KN0228                          STATION DESCRIPTION
 KN0228
 KN0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0228'17.8 MI W FROM ORANGEVILLE.
 KN0228'ABOUT 17.8 MILES WEST ALONG STATE HIGHWAY 29 AND THE TRAIL TO EPHRAIM
 KN0228'FROM THE PUBLIC SCHOOL AT ORANGEVILLE, EMERY COUNTY, ON A CURVE, ABOUT
 KN0228'102 FEET SOUTH OF THE CENTER LINE OF THE TRAIL, 27 FEET NORTH OF A ROW
 KN0228'OF POLES, AND IN THE TOP OF AN OUTCROP OF BEDROCK.  A STANDARD DISK,
 KN0228'STAMPED J 41 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0334 ***********************************************************************
 KN0334  DESIGNATION -  J 42
 KN0334  PID         -  KN0334
 KN0334  STATE/COUNTY-  UT/SANPETE
 KN0334  COUNTRY     -  US
 KN0334  USGS QUAD   -  SPENCER CANYON (2017)
 KN0334
 KN0334                         *CURRENT SURVEY CONTROL
 KN0334  ______________________________________________________________________
 KN0334* NAD 83(1986) POSITION- 39 47 18.     (N) 111 30 27.     (W)   SCALED
 KN0334* NAVD 88 ORTHO HEIGHT -  1812.493 (meters)     5946.49  (feet) POSTED
 KN0334  ______________________________________________________________________
 KN0334  GEOID HEIGHT    -        -16.746 (meters)                     GEOID18
 KN0334  DYNAMIC HEIGHT  -       1810.70  (meters)     5940.6   (feet) COMP
 KN0334  MODELED GRAVITY -    979,571.8   (mgal)                       NAVD 88
 KN0334
 KN0334  VERT ORDER      -  * POSTED, SEE BELOW
 KN0334
 KN0334.The horizontal coordinates were scaled from a map and have
 KN0334.an estimated accuracy of +/- 6 seconds.
 KN0334
 KN0334.The orthometric height was determined by differential leveling
 KN0334.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KN0334
 KN0334.* This is a POSTED BENCH MARK height.
 KN0334
 KN0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0334.GEOID18 height accuracy estimate available here.
 KN0334
 KN0334.Click photographs - Photos may exist for this station.
 KN0334
 KN0334.The dynamic height is computed by dividing the NAVD 88
 KN0334.geopotential number by the normal gravity value computed on the
 KN0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0334.degrees latitude (g = 980.6199 gals.).
 KN0334
 KN0334.The modeled gravity was interpolated from observed gravity values.
 KN0334
 KN0334;                    North         East    Units  Estimated Accuracy
 KN0334;SPC UT C     - 2,161,530.      499,360.      MT  (+/- 180 meters Scaled)
 KN0334
 KN0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK565043(NAD 83)
 KN0334
 KN0334                          SUPERSEDED SURVEY CONTROL
 KN0334
 KN0334  NGVD 29 (??/??/92) 1811.331  (m)         5942.68   (f) ADJ UNCH    2 0
 KN0334
 KN0334.Superseded values are not recommended for survey control.
 KN0334
 KN0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0334.See file dsdata.pdf to determine how the superseded data were derived.
 KN0334
 KN0334_MARKER: DB = BENCH MARK DISK
 KN0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0334_STAMPING: J 42 1934
 KN0334_MARK LOGO: CGS
 KN0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0334+STABILITY: SURFACE MOTION
 KN0334
 KN0334  HISTORY     - Date     Condition        Report By
 KN0334  HISTORY     - 1934     MONUMENTED       CGS
 KN0334
 KN0334                          STATION DESCRIPTION
 KN0334
 KN0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0334'15.8 MI S FROM THISTLE.
 KN0334'IN SANPETE COUNTY, ABOUT 15.8 MILES SOUTH ALONG THE DENVER AND RIO
 KN0334'GRANDE WESTERN RAILROAD FROM THE STATION AT THISTLE, UTAH COUNTY, AT
 KN0334'MILEPOST 16, 42 FEET WEST OF THE CENTER LINE OF THE TRACK, AND IN LINE
 KN0334'WITH THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED J 42 1934 AND
 KN0334'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0262 ***********************************************************************
 KN0262  DESIGNATION -  J 43
 KN0262  PID         -  KN0262
 KN0262  STATE/COUNTY-  UT/SANPETE
 KN0262  COUNTRY     -  US
 KN0262  USGS QUAD   -  MANTI (2017)
 KN0262
 KN0262                         *CURRENT SURVEY CONTROL
 KN0262  ______________________________________________________________________
 KN0262* NAD 83(1986) POSITION- 39 15 57.     (N) 111 38 12.     (W)   SCALED
 KN0262* NAVD 88 ORTHO HEIGHT -  1717.801 (meters)     5635.82  (feet) ADJUSTED
 KN0262  ______________________________________________________________________
 KN0262  GEOID HEIGHT    -        -17.553 (meters)                     GEOID18
 KN0262  DYNAMIC HEIGHT  -       1716.029 (meters)     5630.01  (feet) COMP
 KN0262  MODELED GRAVITY -    979,535.4   (mgal)                       NAVD 88
 KN0262
 KN0262  VERT ORDER      -  SECOND    CLASS 0
 KN0262
 KN0262.The horizontal coordinates were scaled from a map and have
 KN0262.an estimated accuracy of +/- 6 seconds.
 KN0262
 KN0262.The orthometric height was determined by differential leveling and
 KN0262.adjusted by the NATIONAL GEODETIC SURVEY
 KN0262.in June 1991.
 KN0262
 KN0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0262.GEOID18 height accuracy estimate available here.
 KN0262
 KN0262.Click photographs - Photos may exist for this station.
 KN0262
 KN0262.The dynamic height is computed by dividing the NAVD 88
 KN0262.geopotential number by the normal gravity value computed on the
 KN0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0262.degrees latitude (g = 980.6199 gals.).
 KN0262
 KN0262.The modeled gravity was interpolated from observed gravity values.
 KN0262
 KN0262;                    North         East    Units  Estimated Accuracy
 KN0262;SPC UT C     - 2,103,540.      488,210.      MT  (+/- 180 meters Scaled)
 KN0262
 KN0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ450464(NAD 83)
 KN0262
 KN0262                          SUPERSEDED SURVEY CONTROL
 KN0262
 KN0262  NGVD 29 (??/??/92) 1716.615  (m)         5631.93   (f) ADJ UNCH    2 0
 KN0262
 KN0262.Superseded values are not recommended for survey control.
 KN0262
 KN0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0262.See file dsdata.pdf to determine how the superseded data were derived.
 KN0262
 KN0262_MARKER: DB = BENCH MARK DISK
 KN0262_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KN0262_SP_SET: BRICK WALL
 KN0262_STAMPING: J 43 1934
 KN0262_MARK LOGO: CGS
 KN0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0262+STABILITY: SURFACE MOTION
 KN0262
 KN0262  HISTORY     - Date     Condition        Report By
 KN0262  HISTORY     - 1934     MONUMENTED       CGS
 KN0262  HISTORY     - 20120613 MARK NOT FOUND   GEOCAC
 KN0262
 KN0262                          STATION DESCRIPTION
 KN0262
 KN0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0262'IN MANTI.
 KN0262'AT MANTI, SANPETE COUNTY, AT THE DRUG STORE IN THE W.W. BROWN
 KN0262'BUILDING, IN THE WEST BRICK WALL, AT THE NORTH CORNER, AND ABOUT 5
 KN0262'FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED J 43 1934 AND SET
 KN0262'VERTICALLY.
 KN0262
 KN0262                          STATION RECOVERY (2012)
 KN0262
 KN0262'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 KN0262'THE STRUCTURE INTO WHICH THE STATION WAS SET HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0304 ***********************************************************************
 KN0304  DESIGNATION -  J 44
 KN0304  PID         -  KN0304
 KN0304  STATE/COUNTY-  UT/JUAB
 KN0304  COUNTRY     -  US
 KN0304  USGS QUAD   -  NEPHI (2017)
 KN0304
 KN0304                         *CURRENT SURVEY CONTROL
 KN0304  ______________________________________________________________________
 KN0304* NAD 83(1986) POSITION- 39 42 56.     (N) 111 46 13.     (W)   SCALED
 KN0304* NAVD 88 ORTHO HEIGHT -  1696.240 (meters)     5565.08  (feet) ADJUSTED
 KN0304  ______________________________________________________________________
 KN0304  GEOID HEIGHT    -        -17.289 (meters)                     GEOID18
 KN0304  DYNAMIC HEIGHT  -       1694.618 (meters)     5559.76  (feet) COMP
 KN0304  MODELED GRAVITY -    979,610.7   (mgal)                       NAVD 88
 KN0304
 KN0304  VERT ORDER      -  SECOND    CLASS 0
 KN0304
 KN0304.The horizontal coordinates were scaled from a map and have
 KN0304.an estimated accuracy of +/- 6 seconds.
 KN0304
 KN0304.The orthometric height was determined by differential leveling and
 KN0304.adjusted by the NATIONAL GEODETIC SURVEY
 KN0304.in June 1991.
 KN0304
 KN0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0304.GEOID18 height accuracy estimate available here.
 KN0304
 KN0304.Click photographs - Photos may exist for this station.
 KN0304
 KN0304.The dynamic height is computed by dividing the NAVD 88
 KN0304.geopotential number by the normal gravity value computed on the
 KN0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0304.degrees latitude (g = 980.6199 gals.).
 KN0304
 KN0304.The modeled gravity was interpolated from observed gravity values.
 KN0304
 KN0304;                    North         East    Units  Estimated Accuracy
 KN0304;SPC UT C     - 2,153,490.      476,830.      MT  (+/- 180 meters Scaled)
 KN0304
 KN0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ339964(NAD 83)
 KN0304
 KN0304                          SUPERSEDED SURVEY CONTROL
 KN0304
 KN0304  NGVD 29 (??/??/92) 1695.061  (m)         5561.21   (f) ADJ UNCH    2 0
 KN0304
 KN0304.Superseded values are not recommended for survey control.
 KN0304
 KN0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0304.See file dsdata.pdf to determine how the superseded data were derived.
 KN0304
 KN0304_MARKER: DB = BENCH MARK DISK
 KN0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0304_STAMPING: J 44 1934
 KN0304_MARK LOGO: CGS
 KN0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0304+STABILITY: SURFACE MOTION
 KN0304
 KN0304  HISTORY     - Date     Condition        Report By
 KN0304  HISTORY     - 1934     MONUMENTED       CGS
 KN0304  HISTORY     - 1977     MARK NOT FOUND   USGS
 KN0304
 KN0304                          STATION DESCRIPTION
 KN0304
 KN0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0304'4.1 MI E FROM NEPHI.
 KN0304'ABOUT 4.1 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0304'FROM THE UNION PACIFIC RAILROAD STATION AT NEPHI, JUAB COUNTY, ABOUT 6
 KN0304'RAILS EAST OF MILEPOST N 4, 42 FEET NORTH OF THE CENTER LINE OF U.S.
 KN0304'HIGHWAY 189, AND IN THE NORTH RIGHT-OF-WAY HIGHWAY FENCE LINE. A
 KN0304'STANDARD DISK, STAMPED J 44 1934 AND SET IN THE TOP OF A CONCRETE
 KN0304'POST.
 KN0304
 KN0304                          STATION RECOVERY (1977)
 KN0304
 KN0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 KN0304'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0078 ***********************************************************************
 KO0078  DESIGNATION -  J 45
 KO0078  PID         -  KO0078
 KO0078  STATE/COUNTY-  UT/MILLARD
 KO0078  COUNTRY     -  US
 KO0078  USGS QUAD   -  LYNNDYL EAST (2017)
 KO0078
 KO0078                         *CURRENT SURVEY CONTROL
 KO0078  ______________________________________________________________________
 KO0078* NAD 83(1986) POSITION- 39 32 02.     (N) 112 18 10.     (W)   SCALED
 KO0078* NAVD 88 ORTHO HEIGHT -  1437.823 (meters)     4717.26  (feet) ADJUSTED
 KO0078  ______________________________________________________________________
 KO0078  GEOID HEIGHT    -        -18.365 (meters)                     GEOID18
 KO0078  DYNAMIC HEIGHT  -       1436.540 (meters)     4713.05  (feet) COMP
 KO0078  MODELED GRAVITY -    979,684.4   (mgal)                       NAVD 88
 KO0078
 KO0078  VERT ORDER      -  SECOND    CLASS 0
 KO0078
 KO0078.The horizontal coordinates were scaled from a map and have
 KO0078.an estimated accuracy of +/- 6 seconds.
 KO0078
 KO0078.The orthometric height was determined by differential leveling and
 KO0078.adjusted by the NATIONAL GEODETIC SURVEY
 KO0078.in June 1991.
 KO0078
 KO0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0078.GEOID18 height accuracy estimate available here.
 KO0078
 KO0078.Click photographs - Photos may exist for this station.
 KO0078
 KO0078.The dynamic height is computed by dividing the NAVD 88
 KO0078.geopotential number by the normal gravity value computed on the
 KO0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0078.degrees latitude (g = 980.6199 gals.).
 KO0078
 KO0078.The modeled gravity was interpolated from observed gravity values.
 KO0078
 KO0078;                    North         East    Units  Estimated Accuracy
 KO0078;SPC UT C     - 2,133,590.      430,990.      MT  (+/- 180 meters Scaled)
 KO0078
 KO0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ880768(NAD 83)
 KO0078
 KO0078                          SUPERSEDED SURVEY CONTROL
 KO0078
 KO0078  NGVD 29 (??/??/92) 1436.693  (m)         4713.55   (f) ADJ UNCH    2 0
 KO0078
 KO0078.Superseded values are not recommended for survey control.
 KO0078
 KO0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0078.See file dsdata.pdf to determine how the superseded data were derived.
 KO0078
 KO0078_MARKER: DB = BENCH MARK DISK
 KO0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0078_STAMPING: J 45 1934
 KO0078_MARK LOGO: CGS
 KO0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0078+STABILITY: SURFACE MOTION
 KO0078
 KO0078  HISTORY     - Date     Condition        Report By
 KO0078  HISTORY     - 1934     MONUMENTED       CGS
 KO0078
 KO0078                          STATION DESCRIPTION
 KO0078
 KO0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0078'4.2 MI NE FROM LYNNDYL.
 KO0078'ABOUT 4.2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KO0078'STATION AT LYNNDYL, MILLARD COUNTY, DIRECTLY SOUTH OF MILEPOST 670, 35
 KO0078'FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND IN THE RIGHT-OF-WAY
 KO0078'LINE.  A STANDARD DISK, STAMPED J 45 1934 AND SET IN THE TOP OF A
 KO0078'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0041 ***********************************************************************
 JO0041  DESIGNATION -  J 46
 JO0041  PID         -  JO0041
 JO0041  STATE/COUNTY-  UT/MILLARD
 JO0041  COUNTRY     -  US
 JO0041  USGS QUAD   -  KANOSH (2017)
 JO0041
 JO0041                         *CURRENT SURVEY CONTROL
 JO0041  ______________________________________________________________________
 JO0041* NAD 83(1986) POSITION- 38 47 49.16   (N) 112 26 35.97   (W)   HD_HELD1
 JO0041* NAVD 88 ORTHO HEIGHT -  1528.938 (meters)     5016.19  (feet) ADJUSTED
 JO0041  ______________________________________________________________________
 JO0041  GEOID HEIGHT    -        -19.179 (meters)                     GEOID18
 JO0041  DYNAMIC HEIGHT  -       1527.421 (meters)     5011.21  (feet) COMP
 JO0041  MODELED GRAVITY -    979,582.3   (mgal)                       NAVD 88
 JO0041
 JO0041  VERT ORDER      -  SECOND    CLASS 0
 JO0041
 JO0041.The horizontal coordinates were determined by differentially corrected
 JO0041.hand held GPS observations or other comparable positioning techniques
 JO0041.and have an estimated accuracy of +/- 3 meters.
 JO0041
 JO0041.The orthometric height was determined by differential leveling and
 JO0041.adjusted by the NATIONAL GEODETIC SURVEY
 JO0041.in June 1991.
 JO0041
 JO0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0041.GEOID18 height accuracy estimate available here.
 JO0041
 JO0041.Click photographs - Photos may exist for this station.
 JO0041
 JO0041.The dynamic height is computed by dividing the NAVD 88
 JO0041.geopotential number by the normal gravity value computed on the
 JO0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0041.degrees latitude (g = 980.6199 gals.).
 JO0041
 JO0041.The modeled gravity was interpolated from observed gravity values.
 JO0041
 JO0041;                    North         East    Units  Estimated Accuracy
 JO0041;SPC UT C     - 2,051,908.7     418,046.6     MT  (+/- 3 meters HH1 GPS) 
 JO0041
 JO0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH7466095237(NAD 83)
 JO0041
 JO0041                          SUPERSEDED SURVEY CONTROL
 JO0041
 JO0041  NGVD 29 (??/??/92) 1527.834  (m)         5012.57   (f) ADJ UNCH    2 0
 JO0041
 JO0041.Superseded values are not recommended for survey control.
 JO0041
 JO0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0041.See file dsdata.pdf to determine how the superseded data were derived.
 JO0041
 JO0041_MARKER: DB = BENCH MARK DISK
 JO0041_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0041_SP_SET: CULVERT HEADWALL
 JO0041_STAMPING: J 46 1934
 JO0041_MARK LOGO: CGS
 JO0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0041+STABILITY: SURFACE MOTION
 JO0041
 JO0041  HISTORY     - Date     Condition        Report By
 JO0041  HISTORY     - 1934     MONUMENTED       CGS
 JO0041  HISTORY     - 1982     GOOD             USGS
 JO0041
 JO0041                          STATION DESCRIPTION
 JO0041
 JO0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0041'IN KANOSH.
 JO0041'AT THE SOUTHWEST EDGE OF KANOSH, MILLARD COUNTY, ON THE OLD HIGHWAY
 JO0041'FOLLOWING THE UNITED STATES GEOLOGICAL SURVEY LINE, 36 FEET NORTHWEST
 JO0041'OF THE CENTER OF FOUR CORNERS, AND IN THE TOP OF THE HEAD WALL OF A
 JO0041'CULVERT.  A STANDARD DISK, STAMPED J 46 1934.
 JO0041
 JO0041                          STATION RECOVERY (1982)
 JO0041
 JO0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JO0041'KANOSH, UTAH, AT FROM THE CHURCH OF LATTER DAYS SAINTS AT KANOSH,
 JO0041'MILLARD CO. UTAH. , 0.25 MILES SOUTH ALONG UTAH 133 (OLD US 91),
 JO0041'THENCE 0.3 MILES WEST TO T-RD, 36 FEET NORTHWEST OF THE CENTER OF THE
 JO0041'T-RD, ON TOP OF SOUTH HEADWALL OF A CULVERT OF A DITCH RUNNING
 JO0041'NORTH-SOUTH ON THE WEST SIDE OF THE ROAD, A STANDARD DISK STAMPED 'J
 JO0041'46 1934'.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0327 ***********************************************************************
 JN0327  DESIGNATION -  J 47
 JN0327  PID         -  JN0327
 JN0327  STATE/COUNTY-  UT/GARFIELD
 JN0327  COUNTRY     -  US
 JN0327  USGS QUAD   -  DEEP CREEK (2017)
 JN0327
 JN0327                         *CURRENT SURVEY CONTROL
 JN0327  ______________________________________________________________________
 JN0327* NAD 83(1986) POSITION- 38 06 55.05   (N) 112 00 00.03   (W)   HD_HELD1
 JN0327* NAVD 88 ORTHO HEIGHT -  1963.912 (meters)     6443.27  (feet) ADJUSTED
 JN0327  ______________________________________________________________________
 JN0327  GEOID HEIGHT    -        -18.749 (meters)                     GEOID18
 JN0327  DYNAMIC HEIGHT  -       1961.629 (meters)     6435.78  (feet) COMP
 JN0327  MODELED GRAVITY -    979,397.1   (mgal)                       NAVD 88
 JN0327
 JN0327  VERT ORDER      -  SECOND    CLASS 0
 JN0327
 JN0327.The horizontal coordinates were determined by differentially corrected
 JN0327.hand held GPS observations or other comparable positioning techniques
 JN0327.and have an estimated accuracy of +/- 3 meters.
 JN0327
 JN0327.The orthometric height was determined by differential leveling and
 JN0327.adjusted by the NATIONAL GEODETIC SURVEY
 JN0327.in June 1991.
 JN0327
 JN0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0327.GEOID18 height accuracy estimate available here.
 JN0327
 JN0327.Click photographs - Photos may exist for this station.
 JN0327
 JN0327.The dynamic height is computed by dividing the NAVD 88
 JN0327.geopotential number by the normal gravity value computed on the
 JN0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0327.degrees latitude (g = 980.6199 gals.).
 JN0327
 JN0327.The modeled gravity was interpolated from observed gravity values.
 JN0327
 JN0327;                    North         East    Units  Estimated Accuracy
 JN0327;SPC UT S     - 3,160,893.0     456,153.5     MT  (+/- 3 meters HH1 GPS) 
 JN0327
 JN0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH1233819079(NAD 83)
 JN0327
 JN0327                          SUPERSEDED SURVEY CONTROL
 JN0327
 JN0327  NGVD 29 (??/??/92) 1962.67   (m)         6439.2    (f) COMPUTED    2 0
 JN0327
 JN0327.Superseded values are not recommended for survey control.
 JN0327
 JN0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0327.See file dsdata.pdf to determine how the superseded data were derived.
 JN0327
 JN0327_MARKER: DB = BENCH MARK DISK
 JN0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0327_STAMPING: J 47 1934
 JN0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0327+STABILITY: SURFACE MOTION
 JN0327
 JN0327  HISTORY     - Date     Condition        Report By
 JN0327  HISTORY     - 1934     MONUMENTED       CGS
 JN0327
 JN0327                          STATION DESCRIPTION
 JN0327
 JN0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0327'IN ANTIMONY.
 JN0327'AT THE SOUTH EDGE OF ANTIMONY, GARFIELD COUNTY, ON STATE HIGHWAY 22,
 JN0327'AT THE CURVE TO THE EAST DIRECTLY SOUTH OF THE SCHOOL BUILDING, 42
 JN0327'FEET SOUTHEAST OF A RESIDENCE, AND 54 FEET SOUTH OF THE CENTER LINE OF
 JN0327'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0010 ***********************************************************************
 HO0010  DESIGNATION -  J 48
 HO0010  PID         -  HO0010
 HO0010  STATE/COUNTY-  UT/GARFIELD
 HO0010  COUNTRY     -  US
 HO0010  USGS QUAD   -  TROPIC CANYON (2017)
 HO0010
 HO0010                         *CURRENT SURVEY CONTROL
 HO0010  ______________________________________________________________________
 HO0010* NAD 83(2011) POSITION- 37 43 00.96880(N) 112 06 33.25602(W)   NO CHECK
 HO0010* NAD 83(2011) ELLIP HT-  2284.699 (meters)        (06/27/12)   NO CHECK
 HO0010* NAD 83(2011) EPOCH   -  2010.00
 HO0010* NAVD 88 ORTHO HEIGHT -  2304.777 (meters)     7561.59  (feet) ADJUSTED
 HO0010  ______________________________________________________________________
 HO0010  GEOID HEIGHT    -        -19.897 (meters)                     GEOID18
 HO0010  NAD 83(2011) X  - -1,902,011.150 (meters)                     COMP
 HO0010  NAD 83(2011) Y  - -4,681,922.943 (meters)                     COMP
 HO0010  NAD 83(2011) Z  -  3,882,035.961 (meters)                     COMP
 HO0010  LAPLACE CORR    -          2.22  (seconds)                    DEFLEC18
 HO0010  DYNAMIC HEIGHT  -       2301.875 (meters)     7552.07  (feet) COMP
 HO0010  MODELED GRAVITY -    979,287.1   (mgal)                       NAVD 88
 HO0010
 HO0010  VERT ORDER      -  SECOND    CLASS 0
 HO0010
 HO0010  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HO0010  Standards:
 HO0010         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HO0010            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HO0010  -------------------------------------------------------------------
 HO0010  NETWORK    0.55   1.51           0.25   0.19   0.77     -0.09179647
 HO0010  -------------------------------------------------------------------
 HO0010  Click here for local accuracies and other accuracy information.
 HO0010
 HO0010.The horizontal coordinates were established by GPS observations
 HO0010.and adjusted by the National Geodetic Survey in June 2012.
 HO0010
 HO0010.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HO0010.been affixed to the stable North American tectonic plate. See 
 HO0010.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HO0010
 HO0010.The horizontal coordinates are valid at the epoch date displayed above
 HO0010.which is a decimal equivalence of Year/Month/Day.
 HO0010
 HO0010.No horizontal observational check was made to the station.
 HO0010
 HO0010.The orthometric height was determined by differential leveling and
 HO0010.adjusted by the NATIONAL GEODETIC SURVEY
 HO0010.in June 1991.
 HO0010
 HO0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0010.GEOID18 height accuracy estimate available here.
 HO0010
 HO0010.Click photographs - Photos may exist for this station.
 HO0010
 HO0010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HO0010
 HO0010.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0010
 HO0010.The ellipsoidal height was determined by GPS observations
 HO0010.and is referenced to NAD 83.
 HO0010
 HO0010.The dynamic height is computed by dividing the NAVD 88
 HO0010.geopotential number by the normal gravity value computed on the
 HO0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0010.degrees latitude (g = 980.6199 gals.).
 HO0010
 HO0010.The modeled gravity was interpolated from observed gravity values.
 HO0010
 HO0010. The following values were computed from the NAD 83(2011) position.
 HO0010
 HO0010;                    North         East     Units Scale Factor Converg.
 HO0010;SPC UT S     - 3,116,737.264   446,287.078   MT  0.99995198   -0 22 23.8
 HO0010;SPC UT S     -10,225,495.51  1,464,193.52   sFT  0.99995198   -0 22 23.8
 HO0010;UTM  12      - 4,174,988.186   402,237.190   MT  0.99971772   -0 40 43.1
 HO0010
 HO0010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0010!SPC UT S     -   0.99964162  x   0.99995198  =   0.99959361
 HO0010!UTM  12      -   0.99964162  x   0.99971772  =   0.99935944
 HO0010
 HO0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0223774988(NAD 83)
 HO0010
 HO0010                          SUPERSEDED SURVEY CONTROL
 HO0010
 HO0010  NAD 83(2007)-  37 43 00.96818(N)    112 06 33.25650(W) AD(2002.00) 1
 HO0010  ELLIP H (11/05/08) 2284.707  (m)                       GP(2002.00) 4 1
 HO0010  NAVD 88            2304.78   (m)         7561.6    (f) LEVELING    3  
 HO0010  NGVD 29 (??/??/92) 2303.370  (m)         7556.97   (f) ADJ UNCH    2 0
 HO0010
 HO0010.Superseded values are not recommended for survey control.
 HO0010
 HO0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0010.See file dsdata.pdf to determine how the superseded data were derived.
 HO0010
 HO0010_MARKER: DB = BENCH MARK DISK
 HO0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0010_STAMPING: J 48 1934
 HO0010_MARK LOGO: CGS
 HO0010_PROJECTION: FLUSH
 HO0010_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HO0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0010+STABILITY: SURFACE MOTION
 HO0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0010+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2008
 HO0010
 HO0010  HISTORY     - Date     Condition        Report By
 HO0010  HISTORY     - 1934     MONUMENTED       CGS
 HO0010  HISTORY     - 20080614 GOOD             WOOLPT
 HO0010
 HO0010                          STATION DESCRIPTION
 HO0010
 HO0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0010'3.1 MI NE FROM RUBYS INN.
 HO0010'3.1 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE JUNCTION WITH
 HO0010'STATE HIGHWAY 12 AT RUBYS INN, GARFIELD COUNTY, IN A VALLEY, AT THE
 HO0010'SUMMIT OF A SMALL HILL, ACROSS THE HIGHWAY FROM A HIGHWAY MARKER DISK,
 HO0010'AND 33 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 HO0010'STAMPED J 48 1934 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 HO0010'WITH THE GROUND.
 HO0010
 HO0010                          STATION RECOVERY (2008)
 HO0010
 HO0010'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (KCH)
 HO0010'RECOVERY NOTE BY WOOLPERT, 2008 DJK. RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0302 ***********************************************************************
 JN0302  DESIGNATION -  J 50
 JN0302  PID         -  JN0302
 JN0302  STATE/COUNTY-  UT/SEVIER
 JN0302  COUNTRY     -  US
 JN0302  USGS QUAD   -  YOGO CREEK (2017)
 JN0302
 JN0302                         *CURRENT SURVEY CONTROL
 JN0302  ______________________________________________________________________
 JN0302* NAD 83(1986) POSITION- 38 48 39.     (N) 111 32 10.     (W)   SCALED
 JN0302* NAVD 88 ORTHO HEIGHT -  2252.493 (meters)     7390.05  (feet) ADJUSTED
 JN0302  ______________________________________________________________________
 JN0302  GEOID HEIGHT    -        -17.262 (meters)                     GEOID18
 JN0302  DYNAMIC HEIGHT  -       2249.896 (meters)     7381.53  (feet) COMP
 JN0302  MODELED GRAVITY -    979,393.9   (mgal)                       NAVD 88
 JN0302
 JN0302  VERT ORDER      -  SECOND    CLASS 0
 JN0302
 JN0302.The horizontal coordinates were scaled from a map and have
 JN0302.an estimated accuracy of +/- 6 seconds.
 JN0302
 JN0302.The orthometric height was determined by differential leveling and
 JN0302.adjusted by the NATIONAL GEODETIC SURVEY
 JN0302.in June 1991.
 JN0302
 JN0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0302.GEOID18 height accuracy estimate available here.
 JN0302
 JN0302.Click photographs - Photos may exist for this station.
 JN0302
 JN0302.The dynamic height is computed by dividing the NAVD 88
 JN0302.geopotential number by the normal gravity value computed on the
 JN0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0302.degrees latitude (g = 980.6199 gals.).
 JN0302
 JN0302.The modeled gravity was interpolated from observed gravity values.
 JN0302
 JN0302;                    North         East    Units  Estimated Accuracy
 JN0302;SPC UT C     - 2,053,010.      496,860.      MT  (+/- 180 meters Scaled)
 JN0302
 JN0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH534959(NAD 83)
 JN0302
 JN0302                          SUPERSEDED SURVEY CONTROL
 JN0302
 JN0302  NGVD 29 (??/??/92) 2251.124  (m)         7385.56   (f) ADJ UNCH    2 0
 JN0302
 JN0302.Superseded values are not recommended for survey control.
 JN0302
 JN0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0302.See file dsdata.pdf to determine how the superseded data were derived.
 JN0302
 JN0302_MARKER: DB = BENCH MARK DISK
 JN0302_SETTING: 80 = SET IN A BOULDER
 JN0302_STAMPING: J 50 1934
 JN0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0302+STABILITY: SURFACE MOTION
 JN0302
 JN0302  HISTORY     - Date     Condition        Report By
 JN0302  HISTORY     - 1934     MONUMENTED       CGS
 JN0302  HISTORY     - 1966     MARK NOT FOUND   USGS
 JN0302
 JN0302                          STATION DESCRIPTION
 JN0302
 JN0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0302'25.9 MI SW FROM EMERY.
 JN0302'IN SEVIER COUNTY, ABOUT 25.9 MILES SOUTHWEST ALONG STATE HIGHWAY 10
 JN0302'FROM THE PUBLIC SCHOOL AT EMERY, EMERY COUNTY, 51 FEET SOUTH OF THE
 JN0302'HIGHWAY, IN LINE WITH TWO 18- BY 18-INCH STONE POSTS ABOUT FIVE FEET
 JN0302'HIGH IN A SOUTHEAST DIRECTION, ONE AT THE FOOT AND THE OTHER AT THE
 JN0302'SUMMIT OF A MOUNTAIN, IN THE TOP OF THE SMALLER OF TWO VERY LARGE
 JN0302'SANDSTONE BOULDERS, AND 12 FEET WEST OF THE LETTERS E E B CUT IN THE
 JN0302'SURFACE OF THE LARGER BOULDER. A STANDARD DISK, STAMPED J 50 1934.
 JN0302
 JN0302                          STATION RECOVERY (1966)
 JN0302
 JN0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JN0302'STANDARD DISK, STAMPED K 50 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0080 ***********************************************************************
 KN0080  DESIGNATION -  J 51
 KN0080  PID         -  KN0080
 KN0080  STATE/COUNTY-  UT/EMERY
 KN0080  COUNTRY     -  US
 KN0080  USGS QUAD   -  HUNTINGTON (2017)
 KN0080
 KN0080                         *CURRENT SURVEY CONTROL
 KN0080  ______________________________________________________________________
 KN0080* NAD 83(1986) POSITION- 39 20 53.     (N) 110 56 11.     (W)   SCALED
 KN0080* NAVD 88 ORTHO HEIGHT -  1778.642 (meters)     5835.43  (feet) ADJUSTED
 KN0080  ______________________________________________________________________
 KN0080  GEOID HEIGHT    -        -17.170 (meters)                     GEOID18
 KN0080  DYNAMIC HEIGHT  -       1776.869 (meters)     5829.61  (feet) COMP
 KN0080  MODELED GRAVITY -    979,566.9   (mgal)                       NAVD 88
 KN0080
 KN0080  VERT ORDER      -  SECOND    CLASS 0
 KN0080
 KN0080.The horizontal coordinates were scaled from a map and have
 KN0080.an estimated accuracy of +/- 6 seconds.
 KN0080
 KN0080.The orthometric height was determined by differential leveling and
 KN0080.adjusted by the NATIONAL GEODETIC SURVEY
 KN0080.in June 1991.
 KN0080
 KN0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0080.GEOID18 height accuracy estimate available here.
 KN0080
 KN0080.Click photographs - Photos may exist for this station.
 KN0080
 KN0080.The dynamic height is computed by dividing the NAVD 88
 KN0080.geopotential number by the normal gravity value computed on the
 KN0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0080.degrees latitude (g = 980.6199 gals.).
 KN0080
 KN0080.The modeled gravity was interpolated from observed gravity values.
 KN0080
 KN0080;                    North         East    Units  Estimated Accuracy
 KN0080;SPC UT C     - 2,112,810.      548,580.      MT  (+/- 180 meters Scaled)
 KN0080
 KN0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ054554(NAD 83)
 KN0080
 KN0080                          SUPERSEDED SURVEY CONTROL
 KN0080
 KN0080  NGVD 29 (??/??/92) 1777.563  (m)         5831.89   (f) ADJ UNCH    2 0
 KN0080
 KN0080.Superseded values are not recommended for survey control.
 KN0080
 KN0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0080.See file dsdata.pdf to determine how the superseded data were derived.
 KN0080
 KN0080_MARKER: DB = BENCH MARK DISK
 KN0080_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0080_SP_SET: CULVERT HEADWALL
 KN0080_STAMPING: J 51 1934
 KN0080_MARK LOGO: CGS
 KN0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0080+STABILITY: SURFACE MOTION
 KN0080
 KN0080  HISTORY     - Date     Condition        Report By
 KN0080  HISTORY     - 1934     MONUMENTED       CGS
 KN0080  HISTORY     - 1969     MARK NOT FOUND   USGS
 KN0080
 KN0080                          STATION DESCRIPTION
 KN0080
 KN0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0080'2.8 MI N FROM HUNTINGTON.
 KN0080'ABOUT 2.8 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 KN0080'BUILDING AT HUNTINGTON, EMERY COUNTY, JUST SOUTH OF A RECENTLY ROUNDED
 KN0080'CORNER AND AN ABANDONED BRIDGE, AND IN THE HEAD WALL OF A CULVERT WEST
 KN0080'OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 51 1934.
 KN0080
 KN0080                          STATION RECOVERY (1969)
 KN0080
 KN0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KN0080'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0007 ***********************************************************************
 KN0007  DESIGNATION -  J 52
 KN0007  PID         -  KN0007
 KN0007  STATE/COUNTY-  UT/DUCHESNE
 KN0007  COUNTRY     -  US
 KN0007  USGS QUAD   -  CURRANT CANYON (2017)
 KN0007
 KN0007                         *CURRENT SURVEY CONTROL
 KN0007  ______________________________________________________________________
 KN0007* NAD 83(1986) POSITION- 39 50 50.     (N) 110 15 10.     (W)   SCALED
 KN0007* NAVD 88 ORTHO HEIGHT -  1979.425 (meters)     6494.16  (feet) ADJUSTED
 KN0007  ______________________________________________________________________
 KN0007  GEOID HEIGHT    -        -17.074 (meters)                     GEOID18
 KN0007  DYNAMIC HEIGHT  -       1977.427 (meters)     6487.61  (feet) COMP
 KN0007  MODELED GRAVITY -    979,545.9   (mgal)                       NAVD 88
 KN0007
 KN0007  VERT ORDER      -  SECOND    CLASS 0
 KN0007
 KN0007.The horizontal coordinates were scaled from a map and have
 KN0007.an estimated accuracy of +/- 6 seconds.
 KN0007
 KN0007.The orthometric height was determined by differential leveling and
 KN0007.adjusted by the NATIONAL GEODETIC SURVEY
 KN0007.in June 1991.
 KN0007
 KN0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0007.GEOID18 height accuracy estimate available here.
 KN0007
 KN0007.Click photographs - Photos may exist for this station.
 KN0007
 KN0007.The dynamic height is computed by dividing the NAVD 88
 KN0007.geopotential number by the normal gravity value computed on the
 KN0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0007.degrees latitude (g = 980.6199 gals.).
 KN0007
 KN0007.The modeled gravity was interpolated from observed gravity values.
 KN0007
 KN0007;                    North         East    Units  Estimated Accuracy
 KN0007;SPC UT C     - 2,168,810.      606,730.      MT  (+/- 180 meters Scaled)
 KN0007
 KN0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK639110(NAD 83)
 KN0007
 KN0007                          SUPERSEDED SURVEY CONTROL
 KN0007
 KN0007  NGVD 29 (??/??/92) 1978.159  (m)         6490.01   (f) ADJ UNCH    2 0
 KN0007
 KN0007.Superseded values are not recommended for survey control.
 KN0007
 KN0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0007.See file dsdata.pdf to determine how the superseded data were derived.
 KN0007
 KN0007_MARKER: DB = BENCH MARK DISK
 KN0007_SETTING: 80 = SET IN A BOULDER
 KN0007_STAMPING: J 52 1934
 KN0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0007+STABILITY: SURFACE MOTION
 KN0007
 KN0007  HISTORY     - Date     Condition        Report By
 KN0007  HISTORY     - 1934     MONUMENTED       CGS
 KN0007  HISTORY     - 1969     MARK NOT FOUND   CGS
 KN0007
 KN0007                          STATION DESCRIPTION
 KN0007
 KN0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0007'1.7 MI W FROM MYTON.
 KN0007'ABOUT 1.7 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE HIGHWAY TURN AT
 KN0007'MYTON, DUCHESNE COUNTY, THENCE ABOUT 26.7 MILES SOUTH ALONG STATE
 KN0007'HIGHWAY 53.  ABOUT 6 MILES SOUTH OF RANGE POST 15 E, ABOUT 1.9 MILES
 KN0007'NORTH OF BENCH MARK H 52, DESCRIBED BELOW, ABOUT 0.3 MILE DOWN THE
 KN0007'CANYON FROM THE CROSSING OF THE MAIN WASH, NEAR THE ENTRANCE AT THE
 KN0007'NORTH END OF NINE MILE CANYON, AT A WYE IN THE CANYON, 30 FEET SOUTH
 KN0007'OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A SANDSTONE BOULDER,
 KN0007'AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED J
 KN0007'52 1934.
 KN0007
 KN0007                          STATION RECOVERY (1969)
 KN0007
 KN0007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KN0007'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0067 ***********************************************************************
 LO0067  DESIGNATION -  J 53
 LO0067  PID         -  LO0067
 LO0067  STATE/COUNTY-  UT/DUCHESNE
 LO0067  COUNTRY     -  US
 LO0067  USGS QUAD   -  STRAWBERRY PINNACLES (2017)
 LO0067
 LO0067                         *CURRENT SURVEY CONTROL
 LO0067  ______________________________________________________________________
 LO0067* NAD 83(1986) POSITION- 40 10 54.4    (N) 110 39 42.4    (W)   HD_HELD2
 LO0067* NAVD 88 ORTHO HEIGHT -  2095.252 (meters)     6874.17  (feet) ADJUSTED
 LO0067  ______________________________________________________________________
 LO0067  GEOID HEIGHT    -        -16.490 (meters)                     GEOID18
 LO0067  DYNAMIC HEIGHT  -       2093.081 (meters)     6867.05  (feet) COMP
 LO0067  MODELED GRAVITY -    979,515.0   (mgal)                       NAVD 88
 LO0067
 LO0067  VERT ORDER      -  SECOND    CLASS 0
 LO0067
 LO0067.The horizontal coordinates were established by autonomous hand held GPS
 LO0067.observations and have an estimated accuracy of +/- 10 meters.
 LO0067
 LO0067.The orthometric height was determined by differential leveling and
 LO0067.adjusted by the NATIONAL GEODETIC SURVEY
 LO0067.in June 1991.
 LO0067
 LO0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0067.GEOID18 height accuracy estimate available here.
 LO0067
 LO0067.Click photographs - Photos may exist for this station.
 LO0067
 LO0067.The dynamic height is computed by dividing the NAVD 88
 LO0067.geopotential number by the normal gravity value computed on the
 LO0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0067.degrees latitude (g = 980.6199 gals.).
 LO0067
 LO0067.The modeled gravity was interpolated from observed gravity values.
 LO0067
 LO0067;                    North         East    Units  Estimated Accuracy
 LO0067;SPC UT C     - 2,205,548.      571,382.      MT  (+/- 10 meters HH2 GPS)
 LO0067
 LO0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK2879347987(NAD 83)
 LO0067
 LO0067                          SUPERSEDED SURVEY CONTROL
 LO0067
 LO0067  NGVD 29 (??/??/92) 2093.851  (m)         6869.58   (f) ADJ UNCH    2 0
 LO0067
 LO0067.Superseded values are not recommended for survey control.
 LO0067
 LO0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0067.See file dsdata.pdf to determine how the superseded data were derived.
 LO0067
 LO0067_MARKER: DB = BENCH MARK DISK
 LO0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0067_STAMPING: J 53 1934
 LO0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0067+STABILITY: SURFACE MOTION
 LO0067
 LO0067  HISTORY     - Date     Condition        Report By
 LO0067  HISTORY     - 1934     MONUMENTED       CGS
 LO0067  HISTORY     - 1962     GOOD             CGS
 LO0067
 LO0067                          STATION DESCRIPTION
 LO0067
 LO0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0067'10.65 MI E FROM FRUITLAND.
 LO0067'10.65 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LO0067'FRUITLAND, AT THE SUMMIT OF A HILL, ACROSS THE HIGHWAY FROM A PARKING
 LO0067'AREA, 50 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.8
 LO0067'FEET SOUTHWEST OF A WITNESS POST, ABOUT 6 FEET HIGHER THAN THE
 LO0067'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 LO0067'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0439 ***********************************************************************
 LO0439  DESIGNATION -  J 54
 LO0439  PID         -  LO0439
 LO0439  STATE/COUNTY-  UT/UTAH
 LO0439  COUNTRY     -  US
 LO0439  USGS QUAD   -  RAYS VALLEY (2017)
 LO0439
 LO0439                         *CURRENT SURVEY CONTROL
 LO0439  ______________________________________________________________________
 LO0439* NAD 83(1986) POSITION- 40 07 06.     (N) 111 20 15.     (W)   SCALED
 LO0439* NAVD 88 ORTHO HEIGHT -  1818.153 (meters)     5965.06  (feet) ADJUSTED
 LO0439  ______________________________________________________________________
 LO0439  GEOID HEIGHT    -        -16.129 (meters)                     GEOID18
 LO0439  DYNAMIC HEIGHT  -       1816.397 (meters)     5959.30  (feet) COMP
 LO0439  MODELED GRAVITY -    979,596.2   (mgal)                       NAVD 88
 LO0439
 LO0439  VERT ORDER      -  SECOND    CLASS 0
 LO0439
 LO0439.The horizontal coordinates were scaled from a map and have
 LO0439.an estimated accuracy of +/- 6 seconds.
 LO0439
 LO0439.The orthometric height was determined by differential leveling and
 LO0439.adjusted by the NATIONAL GEODETIC SURVEY
 LO0439.in June 1991.
 LO0439
 LO0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0439.GEOID18 height accuracy estimate available here.
 LO0439
 LO0439.Click photographs - Photos may exist for this station.
 LO0439
 LO0439.The dynamic height is computed by dividing the NAVD 88
 LO0439.geopotential number by the normal gravity value computed on the
 LO0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0439.degrees latitude (g = 980.6199 gals.).
 LO0439
 LO0439.The modeled gravity was interpolated from observed gravity values.
 LO0439
 LO0439;                    North         East    Units  Estimated Accuracy
 LO0439;SPC UT C     - 2,198,180.      513,850.      MT  (+/- 180 meters Scaled)
 LO0439
 LO0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK712409(NAD 83)
 LO0439
 LO0439                          SUPERSEDED SURVEY CONTROL
 LO0439
 LO0439  NGVD 29 (??/??/92) 1816.978  (m)         5961.20   (f) ADJ UNCH    2 0
 LO0439
 LO0439.Superseded values are not recommended for survey control.
 LO0439
 LO0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0439.See file dsdata.pdf to determine how the superseded data were derived.
 LO0439
 LO0439_MARKER: DB = BENCH MARK DISK
 LO0439_SETTING: 80 = SET IN A BOULDER
 LO0439_STAMPING: J 54 1934
 LO0439_MARK LOGO: CGS
 LO0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0439+STABILITY: SURFACE MOTION
 LO0439
 LO0439  HISTORY     - Date     Condition        Report By
 LO0439  HISTORY     - 1934     MONUMENTED       CGS
 LO0439
 LO0439                          STATION DESCRIPTION
 LO0439
 LO0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0439'15.5 MI NE FROM THISTLE.
 LO0439'15.5 MILES NORTHEAST ALONG THE ROAD LEADING TO THE STRAWBERRY
 LO0439'RESERVOIR FROM THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION AT
 LO0439'THISTLE, UTAH COUNTY, 25 FEET EAST OF THE CENTER LINE OF THE ROAD, AND
 LO0439'IN A FLAT BOULDER.  A STANDARD DISK, STAMPED J 54 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0322 ***********************************************************************
 KN0322  DESIGNATION -  J 55
 KN0322  PID         -  KN0322
 KN0322  STATE/COUNTY-  UT/JUAB
 KN0322  COUNTRY     -  US
 KN0322  USGS QUAD   -  MONA (2017)
 KN0322
 KN0322                         *CURRENT SURVEY CONTROL
 KN0322  ______________________________________________________________________
 KN0322* NAD 83(1986) POSITION- 39 52 05.     (N) 111 51 19.     (W)   SCALED
 KN0322* NAVD 88 ORTHO HEIGHT -  1496.344 (meters)     4909.26  (feet) ADJUSTED
 KN0322  ______________________________________________________________________
 KN0322  GEOID HEIGHT    -        -17.498 (meters)                     GEOID18
 KN0322  DYNAMIC HEIGHT  -       1494.967 (meters)     4904.74  (feet) COMP
 KN0322  MODELED GRAVITY -    979,654.3   (mgal)                       NAVD 88
 KN0322
 KN0322  VERT ORDER      -  SECOND    CLASS 0
 KN0322
 KN0322.The horizontal coordinates were scaled from a map and have
 KN0322.an estimated accuracy of +/- 6 seconds.
 KN0322
 KN0322.The orthometric height was determined by differential leveling and
 KN0322.adjusted by the NATIONAL GEODETIC SURVEY
 KN0322.in June 1991.
 KN0322
 KN0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0322.GEOID18 height accuracy estimate available here.
 KN0322
 KN0322.Click photographs - Photos may exist for this station.
 KN0322
 KN0322.The dynamic height is computed by dividing the NAVD 88
 KN0322.geopotential number by the normal gravity value computed on the
 KN0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0322.degrees latitude (g = 980.6199 gals.).
 KN0322
 KN0322.The modeled gravity was interpolated from observed gravity values.
 KN0322
 KN0322;                    North         East    Units  Estimated Accuracy
 KN0322;SPC UT C     - 2,170,440.      469,610.      MT  (+/- 180 meters Scaled)
 KN0322
 KN0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK268134(NAD 83)
 KN0322
 KN0322                          SUPERSEDED SURVEY CONTROL
 KN0322
 KN0322  NGVD 29 (??/??/92) 1495.226  (m)         4905.59   (f) ADJ UNCH    2 0
 KN0322
 KN0322.Superseded values are not recommended for survey control.
 KN0322
 KN0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0322.See file dsdata.pdf to determine how the superseded data were derived.
 KN0322
 KN0322_MARKER: DB = BENCH MARK DISK
 KN0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0322_STAMPING: J 55 1934
 KN0322_MARK LOGO: CGS
 KN0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0322+STABILITY: SURFACE MOTION
 KN0322
 KN0322  HISTORY     - Date     Condition        Report By
 KN0322  HISTORY     - 1934     MONUMENTED       CGS
 KN0322
 KN0322                          STATION DESCRIPTION
 KN0322
 KN0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0322'9.0 MI S FROM SANTAQUIN.
 KN0322'IN JUAB COUNTY, ABOUT 9.0 MILES SOUTH ALONG THE LOS ANGELES AND SALT
 KN0322'LAKE RAILROAD FROM THE STATION AT SANTAQUIN, UTAH COUNTY, AT MILEPOST
 KN0322'722, ABOUT 100 FEET NORTHWEST OF THE STATION SIGNBOARD AT STARR, AND
 KN0322'54 FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 KN0322'STAMPED J 55 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0504 ***********************************************************************
 LO0504  DESIGNATION -  J 56
 LO0504  PID         -  LO0504
 LO0504  STATE/COUNTY-  UT/UTAH
 LO0504  COUNTRY     -  US
 LO0504  USGS QUAD   -  LEHI (2017)
 LO0504
 LO0504                         *CURRENT SURVEY CONTROL
 LO0504  ______________________________________________________________________
 LO0504* NAD 83(1986) POSITION- 40 23 50.     (N) 111 50 45.     (W)   SCALED
 LO0504* NAVD 88 ORTHO HEIGHT -  1397.610 (meters)     4585.33  (feet) ADJUSTED
 LO0504  ______________________________________________________________________
 LO0504  GEOID HEIGHT    -        -17.253 (meters)                     GEOID18
 LO0504  DYNAMIC HEIGHT  -       1396.405 (meters)     4581.37  (feet) COMP
 LO0504  MODELED GRAVITY -    979,715.0   (mgal)                       NAVD 88
 LO0504
 LO0504  VERT ORDER      -  SECOND    CLASS 0
 LO0504
 LO0504.The horizontal coordinates were scaled from a map and have
 LO0504.an estimated accuracy of +/- 6 seconds.
 LO0504
 LO0504.The orthometric height was determined by differential leveling and
 LO0504.adjusted by the NATIONAL GEODETIC SURVEY
 LO0504.in June 1991.
 LO0504
 LO0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0504.GEOID18 height accuracy estimate available here.
 LO0504
 LO0504.Click photographs - Photos may exist for this station.
 LO0504
 LO0504.The dynamic height is computed by dividing the NAVD 88
 LO0504.geopotential number by the normal gravity value computed on the
 LO0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0504.degrees latitude (g = 980.6199 gals.).
 LO0504
 LO0504.The modeled gravity was interpolated from observed gravity values.
 LO0504
 LO0504;                    North         East    Units  Estimated Accuracy
 LO0504;SPC UT C     - 2,229,190.      470,640.      MT  (+/- 180 meters Scaled)
 LO0504
 LO0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK282721(NAD 83)
 LO0504
 LO0504                          SUPERSEDED SURVEY CONTROL
 LO0504
 LO0504  NGVD 29 (??/??/92) 1396.583  (m)         4581.96   (f) ADJ UNCH    2 0
 LO0504
 LO0504.Superseded values are not recommended for survey control.
 LO0504
 LO0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0504.See file dsdata.pdf to determine how the superseded data were derived.
 LO0504
 LO0504_MARKER: DB = BENCH MARK DISK
 LO0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0504_STAMPING: J 56 1934
 LO0504_MARK LOGO: CGS
 LO0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0504+STABILITY: SURFACE MOTION
 LO0504
 LO0504  HISTORY     - Date     Condition        Report By
 LO0504  HISTORY     - 1934     MONUMENTED       CGS
 LO0504
 LO0504                          STATION DESCRIPTION
 LO0504
 LO0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0504'IN LEHI.
 LO0504'AT LEHI, UTAH COUNTY, ON THE UNION PACIFIC RAILROAD, 6 RAILS WEST OF
 LO0504'THE STATION, 48 FEET NORTH OF THE CENTERLINE OF THE TRACK, AT A FENCE
 LO0504'CORNER, AND IN A PROPERTY LINE.  A STANDARD DISK, STAMPED J 56 1934
 LO0504'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0137 ***********************************************************************
 HO0137  DESIGNATION -  J 57
 HO0137  PID         -  HO0137
 HO0137  STATE/COUNTY-  UT/KANE
 HO0137  COUNTRY     -  US
 HO0137  USGS QUAD   -  MOUNT CARMEL (2017)
 HO0137
 HO0137                         *CURRENT SURVEY CONTROL
 HO0137  ______________________________________________________________________
 HO0137* NAD 83(1986) POSITION- 37 13 12.     (N) 112 42 13.     (W)   SCALED
 HO0137* NAVD 88 ORTHO HEIGHT -  1680.504 (meters)     5513.45  (feet) ADJUSTED
 HO0137  ______________________________________________________________________
 HO0137  GEOID HEIGHT    -        -21.866 (meters)                     GEOID18
 HO0137  DYNAMIC HEIGHT  -       1678.540 (meters)     5507.01  (feet) COMP
 HO0137  MODELED GRAVITY -    979,402.3   (mgal)                       NAVD 88
 HO0137
 HO0137  VERT ORDER      -  FIRST     CLASS II
 HO0137
 HO0137.The horizontal coordinates were scaled from a map and have
 HO0137.an estimated accuracy of +/- 6 seconds.
 HO0137
 HO0137.The orthometric height was determined by differential leveling and
 HO0137.adjusted by the NATIONAL GEODETIC SURVEY
 HO0137.in April 2014.
 HO0137
 HO0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0137.GEOID18 height accuracy estimate available here.
 HO0137
 HO0137.Click photographs - Photos may exist for this station.
 HO0137
 HO0137.The dynamic height is computed by dividing the NAVD 88
 HO0137.geopotential number by the normal gravity value computed on the
 HO0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0137.degrees latitude (g = 980.6199 gals.).
 HO0137
 HO0137.The modeled gravity was interpolated from observed gravity values.
 HO0137
 HO0137;                    North         East    Units  Estimated Accuracy
 HO0137;SPC UT S     - 3,062,100.      393,180.      MT  (+/- 180 meters Scaled)
 HO0137
 HO0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG488206(NAD 83)
 HO0137
 HO0137                          SUPERSEDED SURVEY CONTROL
 HO0137
 HO0137  NAVD 88 (??/??/92) 1680.516  (m)         5513.49   (f) SUPERSEDED  3 0
 HO0137  NGVD 29 (??/??/92) 1679.492  (m)         5510.13   (f) ADJ UNCH    1 2
 HO0137
 HO0137.Superseded values are not recommended for survey control.
 HO0137
 HO0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0137.See file dsdata.pdf to determine how the superseded data were derived.
 HO0137
 HO0137_MARKER: DB = BENCH MARK DISK
 HO0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0137_STAMPING: J 57 1934
 HO0137_MARK LOGO: CGS
 HO0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0137+STABILITY: SURFACE MOTION
 HO0137
 HO0137  HISTORY     - Date     Condition        Report By
 HO0137  HISTORY     - 1934     MONUMENTED       CGS
 HO0137  HISTORY     - 1980     MARK NOT FOUND   USGS
 HO0137  HISTORY     - 1983     MARK NOT FOUND   NGS
 HO0137
 HO0137                          STATION DESCRIPTION
 HO0137
 HO0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0137'17.2 MI NW FROM KANAB.
 HO0137'17.2 MILES NORTH WEST ALONG U.S. HIGHWAY 89 FROM KANAB, KANE COUNTY,
 HO0137'THENCE 1.7 MILES WEST ALONG STATE HIGHWAY 15.  300 YARDS WEST OF A 9-
 HO0137'BY 9-FOOT BOX CULVERT, AND 30 FEET SOUTH OF THE CENTERLINE OF THE
 HO0137'HIGHWAY.  A STANDARD DISK, STAMPED J 57 1934 AND SET IN THE TOP OF A
 HO0137'CONCRETE POST.
 HO0137
 HO0137                          STATION RECOVERY (1980)
 HO0137
 HO0137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HO0137'MARK NOT FOUND.
 HO0137
 HO0137                          STATION RECOVERY (1983)
 HO0137
 HO0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0137'NOT RECOVERED.  HIGHWAY CONSTRUCTION IN THE DESCRIBED AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0427 ***********************************************************************
 MS0427  DESIGNATION -  J 59
 MS0427  PID         -  MS0427
 MS0427  STATE/COUNTY-  UT/BOX ELDER
 MS0427  COUNTRY     -  US
 MS0427  USGS QUAD   -  TOMS CABIN SPRING (2017)
 MS0427
 MS0427                         *CURRENT SURVEY CONTROL
 MS0427  ______________________________________________________________________
 MS0427* NAD 83(1986) POSITION- 41 34 53.     (N) 113 54 27.     (W)   SCALED
 MS0427* NAVD 88 ORTHO HEIGHT -  1518.882 (meters)     4983.20  (feet) ADJUSTED
 MS0427  ______________________________________________________________________
 MS0427  GEOID HEIGHT    -        -16.173 (meters)                     GEOID18
 MS0427  DYNAMIC HEIGHT  -       1517.730 (meters)     4979.42  (feet) COMP
 MS0427  MODELED GRAVITY -    979,811.8   (mgal)                       NAVD 88
 MS0427
 MS0427  VERT ORDER      -  FIRST     CLASS II
 MS0427
 MS0427.The horizontal coordinates were scaled from a map and have
 MS0427.an estimated accuracy of +/- 6 seconds.
 MS0427
 MS0427.The orthometric height was determined by differential leveling and
 MS0427.adjusted by the NATIONAL GEODETIC SURVEY
 MS0427.in June 1991.
 MS0427
 MS0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0427.GEOID18 height accuracy estimate available here.
 MS0427
 MS0427.Click photographs - Photos may exist for this station.
 MS0427
 MS0427.The dynamic height is computed by dividing the NAVD 88
 MS0427.geopotential number by the normal gravity value computed on the
 MS0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0427.degrees latitude (g = 980.6199 gals.).
 MS0427
 MS0427.The modeled gravity was interpolated from observed gravity values.
 MS0427
 MS0427;                    North         East    Units  Estimated Accuracy
 MS0427;SPC UT N     - 1,141,380.      299,270.      MT  (+/- 180 meters Scaled)
 MS0427
 MS0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM576073(NAD 83)
 MS0427
 MS0427                          SUPERSEDED SURVEY CONTROL
 MS0427
 MS0427  NGVD 29 (??/??/92) 1517.759  (m)         4979.51   (f) ADJ UNCH    1 2
 MS0427
 MS0427.Superseded values are not recommended for survey control.
 MS0427
 MS0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0427.See file dsdata.pdf to determine how the superseded data were derived.
 MS0427
 MS0427_MARKER: DB = BENCH MARK DISK
 MS0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0427_STAMPING: J 59 1934
 MS0427_MARK LOGO: CGS
 MS0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0427+STABILITY: SURFACE MOTION
 MS0427
 MS0427  HISTORY     - Date     Condition        Report By
 MS0427  HISTORY     - 1934     MONUMENTED       CGS
 MS0427
 MS0427                          STATION DESCRIPTION
 MS0427
 MS0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0427'9.3 MI S FROM GROUSE CREEK.
 MS0427'9.3 MILES SOUTH ALONG GROUSE CREEK ROAD FROM THE PUBLIC SCHOOL AT
 MS0427'GROUSE CREEK, BOX ELDER COUNTY, 0.1 MILE NORTH OF A DRY WASH, 33 FEET
 MS0427'WEST OF THE CENTERLINE OF THE ROAD, 60 FEET NORTHWEST OF A POLE, 30
 MS0427'FEET NORTH OF THE SOUTHEAST CORNER OF A WIRE FENCE, AND 2 FEET EAST OF
 MS0427'THE FENCE.  A STANDARD DISK, STAMPED J 59 1934 AND SET IN THE TOP OF A
 MS0427'CONCRETE POST.  NOTE-- IN MARCH 1961 THE DEPARTMENT OF GEOLOGY,
 MS0427'UNIVERSITY OF UTAH REPORTED-- THE MARK IS ABOUT 2.3 MILES SOUTH OF K
 MS0427'59, 12-14 FEET (ESTIMATED) EAST OF THE FENCE.  DELETE FROM THE
 MS0427'DESCRIPTION 60 FEET NORTHWEST OF A POLE, 30 FEET NORTH OF THE
 MS0427'SOUTHEAST CORNER OF A WIRE FENCE, AND 2 FEET EAST OF THE FENCE.  THE
 MS0427'POLE IS GONE, THE FENCE IS DOWN, AND A NEW NORTH-SOUTH FENCE HAS BEEN
 MS0427'BUILT.  IT IS MARKED BY AN UNPAINTED 4 FT. HIGH BY 4 X 4 IN. POLE AND
 MS0427'TWO LARGE BOULDERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0222 ***********************************************************************
 MS0222  DESIGNATION -  J 60
 MS0222  PID         -  MS0222
 MS0222  STATE/COUNTY-  UT/BOX ELDER
 MS0222  COUNTRY     -  US
 MS0222  USGS QUAD   -  LOCOMOTIVE SPRINGS (2017)
 MS0222
 MS0222                         *CURRENT SURVEY CONTROL
 MS0222  ______________________________________________________________________
 MS0222* NAD 83(1994) POSITION- 41 44 59.47956(N) 112 58 21.80836(W)   ADJUSTED
 MS0222* NAVD 88 ORTHO HEIGHT -  1288.008 (meters)     4225.74  (feet) ADJUSTED
 MS0222  ______________________________________________________________________
 MS0222  GEOID HEIGHT    -        -15.548 (meters)                     GEOID18
 MS0222  LAPLACE CORR    -          1.08  (seconds)                    DEFLEC18
 MS0222  DYNAMIC HEIGHT  -       1287.177 (meters)     4223.01  (feet) COMP
 MS0222  MODELED GRAVITY -    979,932.4   (mgal)                       NAVD 88
 MS0222
 MS0222  HORZ ORDER      -  SECOND
 MS0222  VERT ORDER      -  FIRST     CLASS II
 MS0222
 MS0222.The horizontal coordinates were established by classical geodetic methods
 MS0222.and adjusted by the National Geodetic Survey in June 1998.
 MS0222
 MS0222.The orthometric height was determined by differential leveling and
 MS0222.adjusted by the NATIONAL GEODETIC SURVEY
 MS0222.in June 1991.
 MS0222
 MS0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0222.GEOID18 height accuracy estimate available here.
 MS0222
 MS0222.Click photographs - Photos may exist for this station.
 MS0222
 MS0222.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0222
 MS0222.The dynamic height is computed by dividing the NAVD 88
 MS0222.geopotential number by the normal gravity value computed on the
 MS0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0222.degrees latitude (g = 980.6199 gals.).
 MS0222
 MS0222.The modeled gravity was interpolated from observed gravity values.
 MS0222
 MS0222. The following values were computed from the NAD 83(1994) position.
 MS0222
 MS0222;                    North         East     Units Scale Factor Converg.
 MS0222;SPC UT N     - 1,158,347.673   377,513.458   MT  0.99999474   -0 58 15.8
 MS0222;SPC UT N     - 3,800,345.66  1,238,558.74   sFT  0.99999474   -0 58 15.8
 MS0222;UTM  12      - 4,623,884.154   335,981.627   MT  0.99993105   -1 18 50.0
 MS0222
 MS0222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0222!SPC UT N     -   0.99980046  x   0.99999474  =   0.99979520
 MS0222!UTM  12      -   0.99980046  x   0.99993105  =   0.99973152
 MS0222
 MS0222:                Primary Azimuth Mark                     Grid Az
 MS0222:SPC UT N     -  HARDUP                                   333 18 53.4
 MS0222:UTM  12      -  HARDUP                                   333 39 27.6
 MS0222
 MS0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM3598123884(NAD 83)
 MS0222
 MS0222|---------------------------------------------------------------------|
 MS0222| PID    Reference Object                     Distance      Geod. Az  |
 MS0222|                                                           dddmmss.s |
 MS0222| MS0757 HARDUP                              APPROX.10.6 KM 3322037.6 |
 MS0222|---------------------------------------------------------------------|
 MS0222
 MS0222                          SUPERSEDED SURVEY CONTROL
 MS0222
 MS0222  NAD 83(1986)-  41 44 59.47021(N)    112 58 21.78881(W) AD(       ) 2
 MS0222  NAD 27      -  41 44 59.74992(N)    112 58 18.84379(W) AD(       ) 2
 MS0222  NGVD 29 (??/??/92) 1287.024  (m)         4222.51   (f) ADJ UNCH    1 2
 MS0222  NGVD 29            1287.02   (m)         4222.5    (f) LEVELING    3  
 MS0222
 MS0222.Superseded values are not recommended for survey control.
 MS0222
 MS0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0222.See file dsdata.pdf to determine how the superseded data were derived.
 MS0222
 MS0222_MARKER: DB = BENCH MARK DISK
 MS0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0222_STAMPING: J 60 1934
 MS0222_MARK LOGO: CGS
 MS0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0222+STABILITY: SURFACE MOTION
 MS0222
 MS0222  HISTORY     - Date     Condition        Report By
 MS0222  HISTORY     - 1934     MONUMENTED       CGS
 MS0222  HISTORY     - 1953     GOOD             CGS
 MS0222  HISTORY     - 1984     MARK NOT FOUND   NGS
 MS0222
 MS0222                          STATION DESCRIPTION
 MS0222
 MS0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0222'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 41112-4,
 MS0222'STATION 1013 AS FOLLOWS
 MS0222'LOCATED 1.4 MI. NE. ALONG A DIRT RD. FROM THE NW. SPRING OF LOCOMOTIVE
 MS0222'SPRINGS, THENCE 3.2 MI. W. ALONG A GRAVELED RD. ON THE ABANDONED
 MS0222'SOUTHERN PACIFIC CO. RR. BED, AT THE INTERSECTION OF A DIRT RD.,
 MS0222'90-1/2 FT. SW. OF AND ACROSS THE RD. FROM MILEPOST 741, 218 FT. SE. OF
 MS0222'AND ACROSS THE RD. FROM TELEPHONE POLE 3B, 108 FT. SE. OF THE
 MS0222'APPROXIMATE CENTER OF THE INTERSECTION, 103 FT. SW. OF AND ACROSS THE
 MS0222'RD. FROM A CROSSING SIGNPOST, 36-1/2 FT. S. OF THE CENTER OF THE RD.,
 MS0222'25-1/2 FT. N. OF THE CENTER OF A DIRT RD. PARALLELING THE OLD RR. BED,
 MS0222'1.4 FT. N. OF A WITNESS POST, ABOUT 2 FT. LOWER THAN THE RD., AND SET
 MS0222'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FT. ABOVE GROUND.
 MS0222'NOTE BY P. E. K., 1958
 MS0222'LOCATED ABOUT 15.5 MI. S. OF U.S. HIGHWAY 30S AND 6 MI. E. OF THE
 MS0222'TOWNSITE OF KELTON, IN THE SALT MARSH FLATS.
 MS0222'TO REACH FROM IDAHO STATE POLICE PORT OF ENTRY AT STREVELL, IDAHO,
 MS0222'DRIVE S. ALONG U.S. HIGHWAY 30S FOR 8.2 MI. TO JUNCTION OF UTAH STATE
 MS0222'HIGHWAY 70, TURN RIGHT ON UTAH STATE HIGHWAY 70 AND DRIVE 9.4 MI. TO
 MS0222'GRAVEL RD. LEFT AND SIGN --BAR F RANCH--, TURN LEFT AND FOLLOW MAIN
 MS0222'GRAVEL RD. 6.3 MI. TO TOWNSITE OF KELTON, UTAH, AND ABANDONED RR. BED,
 MS0222'TURN LEFT AND FOLLOW RR. BED 6.7 MI. TO RD. CROSSING.  STATION IS 110
 MS0222'FT. E. OF CROSSING AND 35 FT. S. OF RR. BED.
 MS0222'STATION MARK--STANDARD USC AND GS BENCH MARK DISK STAMPED---J 60
 MS0222'1934---, SET IN CONCRETE POST.
 MS0222'REFERENCE MARKS--NONE.
 MS0222
 MS0222                          STATION RECOVERY (1953)
 MS0222
 MS0222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 MS0222'4.6 MI NW FROM LOCOMOTIVE SPRINGS.
 MS0222'1.4 MILES NORTHEAST ALONG A DIRT ROAD FROM THE NORTHWEST SPRING OF
 MS0222'LOCOMOTIVE SPRINGS, THENCE 3.2 MILES WEST ALONG A GRAVELED ROAD ON THE
 MS0222'ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED.  AT THE INTERSECTION
 MS0222'OF A DIRT ROAD, 90 1/2 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM
 MS0222'MILEPOLE 741, 218 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM TELEPHONE
 MS0222'POLE 3B, 108 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 MS0222'INTERSECTION, 103 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM A
 MS0222'CROSSING SIGNPOST, 36 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 MS0222'25 1/2 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD PARALLELING THE
 MS0222'OLD RAILROAD BED, 1.4 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER
 MS0222'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 MS0222'FOOT ABOVE THE GROUND.
 MS0222
 MS0222                          STATION RECOVERY (1984)
 MS0222
 MS0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0222'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0895 ***********************************************************************
 MR0895  DESIGNATION -  J 61 RESET
 MR0895  PID         -  MR0895
 MR0895  STATE/COUNTY-  UT/RICH
 MR0895  COUNTRY     -  US
 MR0895  USGS QUAD   -  RANDOLPH (2017)
 MR0895
 MR0895                         *CURRENT SURVEY CONTROL
 MR0895  ______________________________________________________________________
 MR0895* NAD 83(1986) POSITION- 41 39 16.     (N) 111 11 06.     (W)   SCALED
 MR0895* NAVD 88 ORTHO HEIGHT -  1913.95  (meters)     6279.4   (feet) RESET
 MR0895  ______________________________________________________________________
 MR0895  GEOID HEIGHT    -        -14.922 (meters)                     GEOID18
 MR0895  VERT ORDER      -  THIRD
 MR0895
 MR0895.The horizontal coordinates were scaled from a map and have
 MR0895.an estimated accuracy of +/- 6 seconds.
 MR0895
 MR0895.The orthometric height was computed from unverified reset data.
 MR0895
 MR0895.No vertical observational check was made to the station.
 MR0895
 MR0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0895.GEOID18 height accuracy estimate available here.
 MR0895
 MR0895.Click photographs - Photos may exist for this station.
 MR0895
 MR0895;                    North         East    Units  Estimated Accuracy
 MR0895;SPC UT N     - 1,146,760.      526,240.      MT  (+/- 180 meters Scaled)
 MR0895
 MR0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM845114(NAD 83)
 MR0895
 MR0895                          SUPERSEDED SURVEY CONTROL
 MR0895
 MR0895  NGVD 29 (07/25/12) 1912.63   (m)         6275.0    (f) RESET       3  
 MR0895
 MR0895.Superseded values are not recommended for survey control.
 MR0895
 MR0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0895.See file dsdata.pdf to determine how the superseded data were derived.
 MR0895
 MR0895_MARKER: DV = VERTICAL CONTROL DISK
 MR0895_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MR0895_SP_SET: PARAPET WALL
 MR0895_STAMPING: J 61 RESET 1983
 MR0895_MARK LOGO: NGS
 MR0895_MAGNETIC: N = NO MAGNETIC MATERIAL
 MR0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0895
 MR0895  HISTORY     - Date     Condition        Report By
 MR0895  HISTORY     - 1983     MONUMENTED       UTDH
 MR0895
 MR0895                          STATION DESCRIPTION
 MR0895
 MR0895'DESCRIBED BY UTAH STATE DEPARTMENT OF HIGHWAYS 1983
 MR0895'0.7 MILE (1.1 KM) SOUTH ALONG STATE HIGHWAY 16 FROM THE RICH COUNTY
 MR0895'COURTHOUSE, AT THE CONCRETE BRIDGE OVER BIG CREEK, IN THE TOP OF THE
 MR0895'SOUTHWEST CONCRETE PARAPET, 2 FEET (0.6 M) NORTH OF THE SOUTH END, 20
 MR0895'FEET (6.1 M) WEST OF THE CENTERLINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0218 ***********************************************************************
 HM0218  DESIGNATION -  J 63
 HM0218  PID         -  HM0218
 HM0218  STATE/COUNTY-  UT/SAN JUAN
 HM0218  COUNTRY     -  US
 HM0218  USGS QUAD   -  MCCRACKEN SPRING (2017)
 HM0218
 HM0218                         *CURRENT SURVEY CONTROL
 HM0218  ______________________________________________________________________
 HM0218* NAD 83(1986) POSITION- 37 24 16.     (N) 109 15 31.     (W)   SCALED
 HM0218* NAVD 88 ORTHO HEIGHT -  1444.054 (meters)     4737.70  (feet) ADJUSTED
 HM0218  ______________________________________________________________________
 HM0218  GEOID HEIGHT    -        -20.586 (meters)                     GEOID18
 HM0218  DYNAMIC HEIGHT  -       1442.427 (meters)     4732.36  (feet) COMP
 HM0218  MODELED GRAVITY -    979,454.4   (mgal)                       NAVD 88
 HM0218
 HM0218  VERT ORDER      -  FIRST     CLASS II
 HM0218
 HM0218.The horizontal coordinates were scaled from a map and have
 HM0218.an estimated accuracy of +/- 6 seconds.
 HM0218
 HM0218.The orthometric height was determined by differential leveling and
 HM0218.adjusted by the NATIONAL GEODETIC SURVEY
 HM0218.in June 1991.
 HM0218
 HM0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0218.GEOID18 height accuracy estimate available here.
 HM0218
 HM0218.Click photographs - Photos may exist for this station.
 HM0218
 HM0218.The dynamic height is computed by dividing the NAVD 88
 HM0218.geopotential number by the normal gravity value computed on the
 HM0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0218.degrees latitude (g = 980.6199 gals.).
 HM0218
 HM0218.The modeled gravity was interpolated from observed gravity values.
 HM0218
 HM0218;                    North         East    Units  Estimated Accuracy
 HM0218;SPC UT S     - 3,084,260.      698,420.      MT  (+/- 180 meters Scaled)
 HM0218
 HM0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG541411(NAD 83)
 HM0218
 HM0218                          SUPERSEDED SURVEY CONTROL
 HM0218
 HM0218  NGVD 29 (??/??/92) 1443.070  (m)         4734.47   (f) ADJ UNCH    1 2
 HM0218
 HM0218.Superseded values are not recommended for survey control.
 HM0218
 HM0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0218.See file dsdata.pdf to determine how the superseded data were derived.
 HM0218
 HM0218_MARKER: DB = BENCH MARK DISK
 HM0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0218_STAMPING: J 63 1934
 HM0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0218+STABILITY: SURFACE MOTION
 HM0218
 HM0218  HISTORY     - Date     Condition        Report By
 HM0218  HISTORY     - 1934     MONUMENTED       CGS
 HM0218  HISTORY     - 1961     MARK NOT FOUND   USGS
 HM0218
 HM0218                          STATION DESCRIPTION
 HM0218
 HM0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0218'11 MI N FROM BLUFF.
 HM0218'ABOUT 11 MILES NORTH ALONG THE ROAD LEADING TO MONTICELLO FROM BLUFF,
 HM0218'SAN JUAN COUNTY, THENCE ABOUT 13.6 MILES EAST ALONG THE ROAD LEADING
 HM0218'TO CORTEZ, COLORADO, ABOUT 2.2 MILES WEST OF THE HATCH TRADING POST,
 HM0218'ABOUT 100 YARDS NORTHEAST OF A CREEK BED, AND 15 FEET NORTH OF THE
 HM0218'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED J 63 1934 AND SET
 HM0218'IN THE TOP OF A CONCRETE POST.
 HM0218
 HM0218                          STATION RECOVERY (1961)
 HM0218
 HM0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 HM0218'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0303 ***********************************************************************
 LN0303  DESIGNATION -  J 64
 LN0303  PID         -  LN0303
 LN0303  STATE/COUNTY-  UT/UINTAH
 LN0303  COUNTRY     -  US
 LN0303  USGS QUAD   -  VERNAL SW (2017)
 LN0303
 LN0303                         *CURRENT SURVEY CONTROL
 LN0303  ______________________________________________________________________
 LN0303* NAD 83(1986) POSITION- 40 18 54.3    (N) 109 44 06.8    (W)   HD_HELD2
 LN0303* NAVD 88 ORTHO HEIGHT -  1610.049 (meters)     5282.30  (feet) ADJUSTED
 LN0303  ______________________________________________________________________
 LN0303  GEOID HEIGHT    -        -17.563 (meters)                     GEOID18
 LN0303  DYNAMIC HEIGHT  -       1608.570 (meters)     5277.45  (feet) COMP
 LN0303  MODELED GRAVITY -    979,651.2   (mgal)                       NAVD 88
 LN0303
 LN0303  VERT ORDER      -  FIRST     CLASS II
 LN0303
 LN0303.The horizontal coordinates were established by autonomous hand held GPS
 LN0303.observations and have an estimated accuracy of +/- 10 meters.
 LN0303
 LN0303.The orthometric height was determined by differential leveling and
 LN0303.adjusted by the NATIONAL GEODETIC SURVEY
 LN0303.in June 1991.
 LN0303
 LN0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0303.GEOID18 height accuracy estimate available here.
 LN0303
 LN0303.Click photographs - Photos may exist for this station.
 LN0303
 LN0303.The dynamic height is computed by dividing the NAVD 88
 LN0303.geopotential number by the normal gravity value computed on the
 LN0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0303.degrees latitude (g = 980.6199 gals.).
 LN0303
 LN0303.The modeled gravity was interpolated from observed gravity values.
 LN0303
 LN0303;                    North         East    Units  Estimated Accuracy
 LN0303;SPC UT C     - 2,221,494.      649,987.      MT  (+/- 10 meters HH2 GPS)
 LN0303
 LN0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK0746463496(NAD 83)
 LN0303
 LN0303                          SUPERSEDED SURVEY CONTROL
 LN0303
 LN0303  NGVD 29 (??/??/92) 1608.823  (m)         5278.28   (f) ADJ UNCH    1 2
 LN0303
 LN0303.Superseded values are not recommended for survey control.
 LN0303
 LN0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0303.See file dsdata.pdf to determine how the superseded data were derived.
 LN0303
 LN0303_MARKER: DB = BENCH MARK DISK
 LN0303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LN0303_SP_SET: ABUTMENT
 LN0303_STAMPING: J 64 1934
 LN0303_MARK LOGO: CGS
 LN0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0303+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2009
 LN0303
 LN0303  HISTORY     - Date     Condition        Report By
 LN0303  HISTORY     - 1934     MONUMENTED       CGS
 LN0303  HISTORY     - 20091021 GOOD             GEOCAC
 LN0303
 LN0303                          STATION DESCRIPTION
 LN0303
 LN0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0303'13.8 MI E FROM ROOSEVELT.
 LN0303'IN UINTAH COUNTY, 13.8 MILES EAST ALONG U.S. HIGHWAY 40 FROM
 LN0303'ROOSEVELT, DUCHESNE COUNTY, AT A WOODEN BRIDGE, AND IN THE TOP OF THE
 LN0303'SOUTH END OF THE EAST STONE ABUTMENT.  A STANDARD DISK, STAMPED J 64
 LN0303'1934.
 LN0303
 LN0303                          STATION RECOVERY (2009)
 LN0303
 LN0303'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LN0303'WOODEN BRIDGE HAS BEEN REMOVED.  STATION BEARS 235 DEGREES 90 FEET
 LN0303'FROM A CATTLE GUARD ON A TRACK ROAD RUNNING NORTH WEST AND 351 DEGREES
 LN0303'50 FEET FROM THE NEAR EDGE OF THE PAVEMENT OF US 40.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0134 ***********************************************************************
 LP0134  DESIGNATION -  J 67
 LP0134  PID         -  LP0134
 LP0134  STATE/COUNTY-  UT/TOOELE
 LP0134  COUNTRY     -  US
 LP0134  USGS QUAD   -  DUGWAY PROVING GROUND NE (2017)
 LP0134
 LP0134                         *CURRENT SURVEY CONTROL
 LP0134  ______________________________________________________________________
 LP0134* NAD 83(1986) POSITION- 40 10 52.41   (N) 113 02 06.05   (W)   HD_HELD1
 LP0134* NAVD 88 ORTHO HEIGHT -  1314.307 (meters)     4312.02  (feet) ADJUSTED
 LP0134  ______________________________________________________________________
 LP0134  GEOID HEIGHT    -        -18.667 (meters)                     GEOID18
 LP0134  DYNAMIC HEIGHT  -       1313.235 (meters)     4308.51  (feet) COMP
 LP0134  MODELED GRAVITY -    979,765.0   (mgal)                       NAVD 88
 LP0134
 LP0134  VERT ORDER      -  FIRST     CLASS II
 LP0134
 LP0134.The horizontal coordinates were determined by differentially corrected
 LP0134.hand held GPS observations or other comparable positioning techniques
 LP0134.and have an estimated accuracy of +/- 3 meters.
 LP0134
 LP0134.The orthometric height was determined by differential leveling and
 LP0134.adjusted by the NATIONAL GEODETIC SURVEY
 LP0134.in June 1991.
 LP0134
 LP0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0134.GEOID18 height accuracy estimate available here.
 LP0134
 LP0134.Click photographs - Photos may exist for this station.
 LP0134
 LP0134.The dynamic height is computed by dividing the NAVD 88
 LP0134.geopotential number by the normal gravity value computed on the
 LP0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0134.degrees latitude (g = 980.6199 gals.).
 LP0134
 LP0134.The modeled gravity was interpolated from observed gravity values.
 LP0134
 LP0134;                    North         East    Units  Estimated Accuracy
 LP0134;SPC UT C     - 2,206,273.8     369,283.7     MT  (+/- 3 meters HH1 GPS) 
 LP0134
 LP0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK2674549857(NAD 83)
 LP0134
 LP0134                          SUPERSEDED SURVEY CONTROL
 LP0134
 LP0134  NGVD 29 (??/??/92) 1313.282  (m)         4308.66   (f) ADJ UNCH    1 2
 LP0134
 LP0134.Superseded values are not recommended for survey control.
 LP0134
 LP0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0134.See file dsdata.pdf to determine how the superseded data were derived.
 LP0134
 LP0134_MARKER: DB = BENCH MARK DISK
 LP0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0134_STAMPING: J 67 1934
 LP0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0134+STABILITY: SURFACE MOTION
 LP0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0134+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2015
 LP0134
 LP0134  HISTORY     - Date     Condition        Report By
 LP0134  HISTORY     - 1934     MONUMENTED       CGS
 LP0134  HISTORY     - 20150316 GOOD             INDIV
 LP0134
 LP0134                          STATION DESCRIPTION
 LP0134
 LP0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0134'21.3 MI W FROM ORRS RANCH.
 LP0134'ABOUT 21.3 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0134'TOOELE COUNTY, AND 28 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY. A
 LP0134'STANDARD DISK, STAMPED J 67 1934 AND SET IN THE TOP OF A CONCRETE
 LP0134'POST.
 LP0134
 LP0134                          STATION RECOVERY (2015)
 LP0134
 LP0134'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (TS)
 LP0134'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0171 ***********************************************************************
 LP0171  DESIGNATION -  J 68
 LP0171  PID         -  LP0171
 LP0171  STATE/COUNTY-  UT/TOOELE
 LP0171  COUNTRY     -  US
 LP0171  USGS QUAD   -  GOLD HILL (2017)
 LP0171
 LP0171                         *CURRENT SURVEY CONTROL
 LP0171  ______________________________________________________________________
 LP0171* NAD 83(1986) POSITION- 40 09 52.     (N) 113 48 06.     (W)   SCALED
 LP0171* NAVD 88 ORTHO HEIGHT -  1648.509 (meters)     5408.48  (feet) ADJUSTED
 LP0171  ______________________________________________________________________
 LP0171  GEOID HEIGHT    -        -18.897 (meters)                     GEOID18
 LP0171  DYNAMIC HEIGHT  -       1647.104 (meters)     5403.87  (feet) COMP
 LP0171  MODELED GRAVITY -    979,714.0   (mgal)                       NAVD 88
 LP0171
 LP0171  VERT ORDER      -  FIRST     CLASS II
 LP0171
 LP0171.The horizontal coordinates were scaled from a map and have
 LP0171.an estimated accuracy of +/- 6 seconds.
 LP0171
 LP0171.The orthometric height was determined by differential leveling and
 LP0171.adjusted by the NATIONAL GEODETIC SURVEY
 LP0171.in June 1991.
 LP0171
 LP0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0171.GEOID18 height accuracy estimate available here.
 LP0171
 LP0171.Click photographs - Photos may exist for this station.
 LP0171
 LP0171.The dynamic height is computed by dividing the NAVD 88
 LP0171.geopotential number by the normal gravity value computed on the
 LP0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0171.degrees latitude (g = 980.6199 gals.).
 LP0171
 LP0171.The modeled gravity was interpolated from observed gravity values.
 LP0171
 LP0171;                    North         East    Units  Estimated Accuracy
 LP0171;SPC UT C     - 2,205,810.      303,960.      MT  (+/- 180 meters Scaled)
 LP0171
 LP0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK614497(NAD 83)
 LP0171
 LP0171                          SUPERSEDED SURVEY CONTROL
 LP0171
 LP0171  NGVD 29 (??/??/92) 1647.468  (m)         5405.07   (f) ADJ UNCH    1 2
 LP0171
 LP0171.Superseded values are not recommended for survey control.
 LP0171
 LP0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0171.See file dsdata.pdf to determine how the superseded data were derived.
 LP0171
 LP0171_MARKER: DB = BENCH MARK DISK
 LP0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0171_STAMPING: J 68 1934
 LP0171_MARK LOGO: CGS
 LP0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0171+STABILITY: SURFACE MOTION
 LP0171
 LP0171  HISTORY     - Date     Condition        Report By
 LP0171  HISTORY     - 1934     MONUMENTED       CGS
 LP0171
 LP0171                          STATION DESCRIPTION
 LP0171
 LP0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0171'2.0 MI E FROM GOLD HILL.
 LP0171'ABOUT 2.0 MILES EAST ALONG THE OLD LINCOLN HIGHWAY FROM GOLD HILL,
 LP0171'TOOELE COUNTY, ABOUT 360 FEET SOUTH OF A POINT WHERE THE ROAD CROSSES
 LP0171'THE TOP OF THE FIRST LONG HILL EAST OF GOLD HILL, 42 FEET WEST OF A
 LP0171'SIGNPOST ORRS RANCH 70 MILES, GOLD HILL 2 MILES, AND 28 FEET WEST OF
 LP0171'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 68 1934
 LP0171'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0340 ***********************************************************************
 KO0340  DESIGNATION -  J 74
 KO0340  PID         -  KO0340
 KO0340  STATE/COUNTY-  UT/MILLARD
 KO0340  COUNTRY     -  US
 KO0340  USGS QUAD   -  COWBOY PASS (2017)
 KO0340
 KO0340                         *CURRENT SURVEY CONTROL
 KO0340  ______________________________________________________________________
 KO0340* NAD 83(1986) POSITION- 39 20 07.99   (N) 113 40 47.37   (W)   HD_HELD1
 KO0340* NAVD 88 ORTHO HEIGHT -  1617.733 (meters)     5307.51  (feet) ADJUSTED
 KO0340  ______________________________________________________________________
 KO0340  GEOID HEIGHT    -        -19.827 (meters)                     GEOID18
 KO0340  DYNAMIC HEIGHT  -       1616.195 (meters)     5302.47  (feet) COMP
 KO0340  MODELED GRAVITY -    979,619.0   (mgal)                       NAVD 88
 KO0340
 KO0340  VERT ORDER      -  SECOND    CLASS 0
 KO0340
 KO0340.The horizontal coordinates were determined by differentially corrected
 KO0340.hand held GPS observations or other comparable positioning techniques
 KO0340.and have an estimated accuracy of +/- 3 meters.
 KO0340
 KO0340.The orthometric height was determined by differential leveling and
 KO0340.adjusted by the NATIONAL GEODETIC SURVEY
 KO0340.in June 1991.
 KO0340
 KO0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0340.GEOID18 height accuracy estimate available here.
 KO0340
 KO0340.Click photographs - Photos may exist for this station.
 KO0340
 KO0340.The dynamic height is computed by dividing the NAVD 88
 KO0340.geopotential number by the normal gravity value computed on the
 KO0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0340.degrees latitude (g = 980.6199 gals.).
 KO0340
 KO0340.The modeled gravity was interpolated from observed gravity values.
 KO0340
 KO0340;                    North         East    Units  Estimated Accuracy
 KO0340;SPC UT C     - 2,113,555.5     312,095.3     MT  (+/- 3 meters HH1 GPS) 
 KO0340
 KO0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ6903257439(NAD 83)
 KO0340
 KO0340                          SUPERSEDED SURVEY CONTROL
 KO0340
 KO0340  NGVD 29 (??/??/92) 1616.597  (m)         5303.79   (f) ADJ UNCH    2 0
 KO0340
 KO0340.Superseded values are not recommended for survey control.
 KO0340
 KO0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0340.See file dsdata.pdf to determine how the superseded data were derived.
 KO0340
 KO0340_MARKER: DB = BENCH MARK DISK
 KO0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0340_STAMPING: J 74 1934
 KO0340_MARK LOGO: CGS
 KO0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0340+STABILITY: SURFACE MOTION
 KO0340
 KO0340  HISTORY     - Date     Condition        Report By
 KO0340  HISTORY     - 1934     MONUMENTED       CGS
 KO0340  HISTORY     - 1958     GOOD             USGS
 KO0340  HISTORY     - 1984     GOOD             DMA
 KO0340
 KO0340                          STATION DESCRIPTION
 KO0340
 KO0340'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 KO0340'19.5 MI E FROM ROBINSONS RANCH.
 KO0340'19.5 MILES EAST ALONG OLD U.S. HIGHWAY 6 FROM ROBINSONS RANCH, MILLARD
 KO0340'COUNTY.  425 FEET SOUTHWEST OF A LARGE DRY WASH AT THE SUMMIT OF A
 KO0340'SMALL HILL, AND 45 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD. A
 KO0340'STANDARD DISK STAMPED J-74 1934, AND SET IN THE TOP OF A CONCRETE
 KO0340'POST.
 KO0340
 KO0340                          STATION RECOVERY (1984)
 KO0340
 KO0340'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 KO0340'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0355 ***********************************************************************
 KO0355  DESIGNATION -  J 75
 KO0355  PID         -  KO0355
 KO0355  STATE/COUNTY-  UT/MILLARD
 KO0355  COUNTRY     -  US
 KO0355  USGS QUAD   -  TROUT CREEK SW (2017)
 KO0355
 KO0355                         *CURRENT SURVEY CONTROL
 KO0355  ______________________________________________________________________
 KO0355* NAD 83(1986) POSITION- 39 32 35.     (N) 113 56 53.     (W)   SCALED
 KO0355* NAVD 88 ORTHO HEIGHT -  1491.608 (meters)     4893.72  (feet) ADJUSTED
 KO0355  ______________________________________________________________________
 KO0355  GEOID HEIGHT    -        -19.797 (meters)                     GEOID18
 KO0355  DYNAMIC HEIGHT  -       1490.201 (meters)     4889.10  (feet) COMP
 KO0355  MODELED GRAVITY -    979,631.6   (mgal)                       NAVD 88
 KO0355
 KO0355  VERT ORDER      -  SECOND    CLASS 0
 KO0355
 KO0355.The horizontal coordinates were scaled from a map and have
 KO0355.an estimated accuracy of +/- 6 seconds.
 KO0355
 KO0355.The orthometric height was determined by differential leveling and
 KO0355.adjusted by the NATIONAL GEODETIC SURVEY
 KO0355.in June 1991.
 KO0355
 KO0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0355.GEOID18 height accuracy estimate available here.
 KO0355
 KO0355.Click photographs - Photos may exist for this station.
 KO0355
 KO0355.The dynamic height is computed by dividing the NAVD 88
 KO0355.geopotential number by the normal gravity value computed on the
 KO0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0355.degrees latitude (g = 980.6199 gals.).
 KO0355
 KO0355.The modeled gravity was interpolated from observed gravity values.
 KO0355
 KO0355;                    North         East    Units  Estimated Accuracy
 KO0355;SPC UT C     - 2,137,180.      289,610.      MT  (+/- 180 meters Scaled)
 KO0355
 KO0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ466811(NAD 83)
 KO0355
 KO0355                          SUPERSEDED SURVEY CONTROL
 KO0355
 KO0355  NGVD 29 (??/??/92) 1490.502  (m)         4890.09   (f) ADJ UNCH    2 0
 KO0355
 KO0355.Superseded values are not recommended for survey control.
 KO0355
 KO0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0355.See file dsdata.pdf to determine how the superseded data were derived.
 KO0355
 KO0355_MARKER: DB = BENCH MARK DISK
 KO0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0355_STAMPING: J 75 1934
 KO0355_MARK LOGO: CGS
 KO0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0355+STABILITY: SURFACE MOTION
 KO0355
 KO0355  HISTORY     - Date     Condition        Report By
 KO0355  HISTORY     - 1934     MONUMENTED       CGS
 KO0355
 KO0355                          STATION DESCRIPTION
 KO0355
 KO0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0355'12.7 MI S FROM TROUT CREEK.
 KO0355'IN MILLARD COUNTY, 12.7 MILES SOUTH ALONG THE ROAD LEADING TO ROBINSON
 KO0355'RANCH FROM THE OLD POST OFFICE AT TROUT CREEK, ON THE JUAB-MILLARD
 KO0355'COUNTY LINE, 30 FEET EAST OF A COUNTY-LINE STAKE, AND 48 FEET EAST OF
 KO0355'THE CENTER LINE OF THE ROAD.  SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0197 ***********************************************************************
 LP0197  DESIGNATION -  J 76
 LP0197  PID         -  LP0197
 LP0197  STATE/COUNTY-  UT/TOOELE
 LP0197  COUNTRY     -  US
 LP0197  USGS QUAD   -  CLIFTON (2017)
 LP0197
 LP0197                         *CURRENT SURVEY CONTROL
 LP0197  ______________________________________________________________________
 LP0197* NAD 83(1986) POSITION- 40 05 40.     (N) 113 51 03.     (W)   SCALED
 LP0197* NAVD 88 ORTHO HEIGHT -  1814.020 (meters)     5951.50  (feet) ADJUSTED
 LP0197  ______________________________________________________________________
 LP0197  GEOID HEIGHT    -        -18.839 (meters)                     GEOID18
 LP0197  DYNAMIC HEIGHT  -       1812.346 (meters)     5946.01  (feet) COMP
 LP0197  MODELED GRAVITY -    979,638.1   (mgal)                       NAVD 88
 LP0197
 LP0197  VERT ORDER      -  SECOND    CLASS 0
 LP0197
 LP0197.The horizontal coordinates were scaled from a map and have
 LP0197.an estimated accuracy of +/- 6 seconds.
 LP0197
 LP0197.The orthometric height was determined by differential leveling and
 LP0197.adjusted by the NATIONAL GEODETIC SURVEY
 LP0197.in June 1991.
 LP0197
 LP0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0197.GEOID18 height accuracy estimate available here.
 LP0197
 LP0197.Click photographs - Photos may exist for this station.
 LP0197
 LP0197.The dynamic height is computed by dividing the NAVD 88
 LP0197.geopotential number by the normal gravity value computed on the
 LP0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0197.degrees latitude (g = 980.6199 gals.).
 LP0197
 LP0197.The modeled gravity was interpolated from observed gravity values.
 LP0197
 LP0197;                    North         East    Units  Estimated Accuracy
 LP0197;SPC UT C     - 2,198,150.      299,570.      MT  (+/- 180 meters Scaled)
 LP0197
 LP0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK569421(NAD 83)
 LP0197
 LP0197                          SUPERSEDED SURVEY CONTROL
 LP0197
 LP0197  NGVD 29 (??/??/92) 1812.891  (m)         5947.79   (f) ADJ UNCH    2 0
 LP0197
 LP0197.Superseded values are not recommended for survey control.
 LP0197
 LP0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0197.See file dsdata.pdf to determine how the superseded data were derived.
 LP0197
 LP0197_MARKER: DB = BENCH MARK DISK
 LP0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0197_STAMPING: J 76 1934
 LP0197_MARK LOGO: CGS
 LP0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0197+STABILITY: SURFACE MOTION
 LP0197
 LP0197  HISTORY     - Date     Condition        Report By
 LP0197  HISTORY     - 1934     MONUMENTED       CGS
 LP0197
 LP0197                          STATION DESCRIPTION
 LP0197
 LP0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0197'5.8 MI S FROM GOLD HILL.
 LP0197'5.8 MILES SOUTH ALONG THE ROAD LEADING TO TROUT CREEK FROM THE DEEP
 LP0197'CREEK RAILROAD STATION AT GOLD HILL, 1.4 MILES SOUTHEAST OF THE
 LP0197'JUNCTION WITH THE OLD LINCOLN HIGHWAY, 157 FEET WEST OF THE FOOT OF A
 LP0197'SMALL RANGE OF SAND HILLS, 92 FEET EAST OF A SMALL DRY WASH, AND 51
 LP0197'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD.  SET IN THE TOP OF A
 LP0197'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0066 ***********************************************************************
 LQ0066  DESIGNATION -  J 77
 LQ0066  PID         -  LQ0066
 LQ0066  STATE/COUNTY-  UT/TOOELE
 LQ0066  COUNTRY     -  US
 LQ0066  USGS QUAD   -  WENDOVER (2017)
 LQ0066
 LQ0066                         *CURRENT SURVEY CONTROL
 LQ0066  ______________________________________________________________________
 LQ0066* NAD 83(1986) POSITION- 40 41 55.     (N) 114 02 38.     (W)   SCALED
 LQ0066* NAVD 88 ORTHO HEIGHT -  1286.539 (meters)     4220.92  (feet) ADJUSTED
 LQ0066  ______________________________________________________________________
 LQ0066  GEOID HEIGHT    -        -18.253 (meters)                     GEOID18
 LQ0066  DYNAMIC HEIGHT  -       1285.561 (meters)     4217.71  (feet) COMP
 LQ0066  MODELED GRAVITY -    979,819.3   (mgal)                       NAVD 88
 LQ0066
 LQ0066  VERT ORDER      -  SECOND    CLASS 0
 LQ0066
 LQ0066.The horizontal coordinates were scaled from a map and have
 LQ0066.an estimated accuracy of +/- 6 seconds.
 LQ0066
 LQ0066.The orthometric height was determined by differential leveling and
 LQ0066.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0066.in June 1991.
 LQ0066
 LQ0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0066.GEOID18 height accuracy estimate available here.
 LQ0066
 LQ0066.Click photographs - Photos may exist for this station.
 LQ0066
 LQ0066.The dynamic height is computed by dividing the NAVD 88
 LQ0066.geopotential number by the normal gravity value computed on the
 LQ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0066.degrees latitude (g = 980.6199 gals.).
 LQ0066
 LQ0066.The modeled gravity was interpolated from observed gravity values.
 LQ0066
 LQ0066;                    North         East    Units  Estimated Accuracy
 LQ0066;SPC UT C     - 2,265,660.      285,020.      MT  (+/- 180 meters Scaled)
 LQ0066
 LQ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF497095(NAD 83)
 LQ0066
 LQ0066                          SUPERSEDED SURVEY CONTROL
 LQ0066
 LQ0066  NGVD 29 (??/??/92) 1285.594  (m)         4217.82   (f) ADJ UNCH    2 0
 LQ0066
 LQ0066.Superseded values are not recommended for survey control.
 LQ0066
 LQ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0066.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0066
 LQ0066_MARKER: DB = BENCH MARK DISK
 LQ0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0066_STAMPING: J 77 1934
 LQ0066_MARK LOGO: CGS
 LQ0066_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0066+STABILITY: SURFACE MOTION
 LQ0066
 LQ0066  HISTORY     - Date     Condition        Report By
 LQ0066  HISTORY     - 1934     MONUMENTED       CGS
 LQ0066  HISTORY     - 1984     GOOD             DMA
 LQ0066  HISTORY     - 19910826 GOOD             DOD
 LQ0066
 LQ0066                          STATION DESCRIPTION
 LQ0066
 LQ0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LQ0066'2.6 MI S FROM WENDOVER.
 LQ0066'2.6 MILES SOUTH ALONG THE DEEP CREEK RAILROAD FROM THE TRI-STATE
 LQ0066'MERCANTILE CO. STORE AT WENDOVER, TOOELE COUNTY, ABOUT 95 FEET WEST OF
 LQ0066'MILEPOST 3, ABOUT 60 FEET WEST OF THE CENTER LINE OF THE TRACK, AND
 LQ0066'ABOUT 4 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED J 77 1934
 LQ0066'AND SET IN THE TOP OF A CONCRETE POST.
 LQ0066
 LQ0066                          STATION RECOVERY (1984)
 LQ0066
 LQ0066'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 LQ0066'RECOVERED IN GOOD CONDITION.
 LQ0066
 LQ0066                          STATION RECOVERY (1991)
 LQ0066
 LQ0066'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1991 (RFA)
 LQ0066'RECOVERED IN GOOD CONDITION.  NOTE--MARK IS WORN AT GROUND LEVEL BUT
 LQ0066'STILL USABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0261 ***********************************************************************
 KO0261  DESIGNATION -  J 78
 KO0261  PID         -  KO0261
 KO0261  STATE/COUNTY-  UT/MILLARD
 KO0261  COUNTRY     -  US
 KO0261  USGS QUAD   -  SMELTER KNOLLS EAST (2017)
 KO0261
 KO0261                         *CURRENT SURVEY CONTROL
 KO0261  ______________________________________________________________________
 KO0261* NAD 83(1986) POSITION- 39 26 45.     (N) 112 51 32.     (W)   SCALED
 KO0261* NAVD 88 ORTHO HEIGHT -  1429.136 (meters)     4688.76  (feet) ADJUSTED
 KO0261  ______________________________________________________________________
 KO0261  GEOID HEIGHT    -        -19.622 (meters)                     GEOID18
 KO0261  DYNAMIC HEIGHT  -       1427.819 (meters)     4684.44  (feet) COMP
 KO0261  MODELED GRAVITY -    979,655.6   (mgal)                       NAVD 88
 KO0261
 KO0261  VERT ORDER      -  SECOND    CLASS 0
 KO0261
 KO0261.The horizontal coordinates were scaled from a map and have
 KO0261.an estimated accuracy of +/- 6 seconds.
 KO0261
 KO0261.The orthometric height was determined by differential leveling and
 KO0261.adjusted by the NATIONAL GEODETIC SURVEY
 KO0261.in June 1991.
 KO0261
 KO0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0261.GEOID18 height accuracy estimate available here.
 KO0261
 KO0261.Click photographs - Photos may exist for this station.
 KO0261
 KO0261.The dynamic height is computed by dividing the NAVD 88
 KO0261.geopotential number by the normal gravity value computed on the
 KO0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0261.degrees latitude (g = 980.6199 gals.).
 KO0261
 KO0261.The modeled gravity was interpolated from observed gravity values.
 KO0261
 KO0261;                    North         East    Units  Estimated Accuracy
 KO0261;SPC UT C     - 2,124,400.      383,040.      MT  (+/- 180 meters Scaled)
 KO0261
 KO0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ400679(NAD 83)
 KO0261
 KO0261                          SUPERSEDED SURVEY CONTROL
 KO0261
 KO0261  NGVD 29 (??/??/92) 1428.024  (m)         4685.11   (f) ADJ UNCH    2 0
 KO0261
 KO0261.Superseded values are not recommended for survey control.
 KO0261
 KO0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0261.See file dsdata.pdf to determine how the superseded data were derived.
 KO0261
 KO0261_MARKER: DB = BENCH MARK DISK
 KO0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0261_STAMPING: J 78 1934
 KO0261_MARK LOGO: CGS
 KO0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0261+STABILITY: SURFACE MOTION
 KO0261
 KO0261  HISTORY     - Date     Condition        Report By
 KO0261  HISTORY     - 1934     MONUMENTED       CGS
 KO0261
 KO0261                          STATION DESCRIPTION
 KO0261
 KO0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0261'9.7 MI NW FROM ABRAHAM.
 KO0261'9.7 MILES NORTHWEST ALONG THE HINCKLEY-CALLAO ROAD FROM ABRAHAM.  0.2
 KO0261'MILE NORTHWEST OF A LARGE ROCKY HILL, 220 FEET NORTHEAST OF A DIP, AND
 KO0261'40 FEET NORTH OF THE CENTERLINE OF ROAD.  SET IN TOP OF A CONCRETE
 KO0261'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0300 ***********************************************************************
 KO0300  DESIGNATION -  J 79
 KO0300  PID         -  KO0300
 KO0300  STATE/COUNTY-  UT/JUAB
 KO0300  COUNTRY     -  US
 KO0300  USGS QUAD   -  FISH SPRINGS SW (2017)
 KO0300
 KO0300                         *CURRENT SURVEY CONTROL
 KO0300  ______________________________________________________________________
 KO0300* NAD 83(1986) POSITION- 39 50 16.     (N) 113 23 43.     (W)   SCALED
 KO0300* NAVD 88 ORTHO HEIGHT -  1319.983 (meters)     4330.64  (feet) ADJUSTED
 KO0300  ______________________________________________________________________
 KO0300  GEOID HEIGHT    -        -19.402 (meters)                     GEOID18
 KO0300  DYNAMIC HEIGHT  -       1318.857 (meters)     4326.95  (feet) COMP
 KO0300  MODELED GRAVITY -    979,726.9   (mgal)                       NAVD 88
 KO0300
 KO0300  VERT ORDER      -  SECOND    CLASS 0
 KO0300
 KO0300.The horizontal coordinates were scaled from a map and have
 KO0300.an estimated accuracy of +/- 6 seconds.
 KO0300
 KO0300.The orthometric height was determined by differential leveling and
 KO0300.adjusted by the NATIONAL GEODETIC SURVEY
 KO0300.in June 1991.
 KO0300
 KO0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0300.GEOID18 height accuracy estimate available here.
 KO0300
 KO0300.Click photographs - Photos may exist for this station.
 KO0300
 KO0300.The dynamic height is computed by dividing the NAVD 88
 KO0300.geopotential number by the normal gravity value computed on the
 KO0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0300.degrees latitude (g = 980.6199 gals.).
 KO0300
 KO0300.The modeled gravity was interpolated from observed gravity values.
 KO0300
 KO0300;                    North         East    Units  Estimated Accuracy
 KO0300;SPC UT C     - 2,168,740.      337,800.      MT  (+/- 180 meters Scaled)
 KO0300
 KO0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK950124(NAD 83)
 KO0300
 KO0300                          SUPERSEDED SURVEY CONTROL
 KO0300
 KO0300  NGVD 29 (??/??/92) 1318.959  (m)         4327.28   (f) ADJ UNCH    2 0
 KO0300
 KO0300.Superseded values are not recommended for survey control.
 KO0300
 KO0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0300.See file dsdata.pdf to determine how the superseded data were derived.
 KO0300
 KO0300_MARKER: DB = BENCH MARK DISK
 KO0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0300_STAMPING: J 79 1934
 KO0300_MARK LOGO: CGS
 KO0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0300+STABILITY: SURFACE MOTION
 KO0300
 KO0300  HISTORY     - Date     Condition        Report By
 KO0300  HISTORY     - 1934     MONUMENTED       CGS
 KO0300  HISTORY     - 1967     GOOD             USGS
 KO0300
 KO0300                          STATION DESCRIPTION
 KO0300
 KO0300'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 KO0300'3.6 MI SE FROM FISH SPRINGS.
 KO0300'3.6 MI SE ALONG THE HINCKLEY-CALLAO ROAD FROM FISH SPRINGS.  AT FISH
 KO0300'SPRINGS NATIONAL WILDLIFE REFUGE HEADQUARTERS.  1100 FT SW OF THE
 KO0300'HEADQUARTERS BUILDING.  300 FT EAST OF THE LANDING STRIP, 50 FT SW OF
 KO0300'A TRACK ROAD.  SET IN TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0305 ***********************************************************************
 HO0305  DESIGNATION -  J 8
 HO0305  PID         -  HO0305
 HO0305  STATE/COUNTY-  UT/IRON
 HO0305  COUNTRY     -  US
 HO0305  USGS QUAD   -  HEIST (2017)
 HO0305
 HO0305                         *CURRENT SURVEY CONTROL
 HO0305  ______________________________________________________________________
 HO0305* NAD 83(1986) POSITION- 37 51 52.     (N) 113 45 14.     (W)   SCALED
 HO0305* NAVD 88 ORTHO HEIGHT -  1578.897 (meters)     5180.10  (feet) ADJUSTED
 HO0305  ______________________________________________________________________
 HO0305  GEOID HEIGHT    -        -22.828 (meters)                     GEOID18
 HO0305  DYNAMIC HEIGHT  -       1577.145 (meters)     5174.35  (feet) COMP
 HO0305  MODELED GRAVITY -    979,465.2   (mgal)                       NAVD 88
 HO0305
 HO0305  VERT ORDER      -  FIRST     CLASS II
 HO0305
 HO0305.The horizontal coordinates were scaled from a map and have
 HO0305.an estimated accuracy of +/- 6 seconds.
 HO0305
 HO0305.The orthometric height was determined by differential leveling and
 HO0305.adjusted by the NATIONAL GEODETIC SURVEY
 HO0305.in June 1991.
 HO0305
 HO0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0305.GEOID18 height accuracy estimate available here.
 HO0305
 HO0305.Click photographs - Photos may exist for this station.
 HO0305
 HO0305.The dynamic height is computed by dividing the NAVD 88
 HO0305.geopotential number by the normal gravity value computed on the
 HO0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0305.degrees latitude (g = 980.6199 gals.).
 HO0305
 HO0305.The modeled gravity was interpolated from observed gravity values.
 HO0305
 HO0305;                    North         East    Units  Estimated Accuracy
 HO0305;SPC UT S     - 3,135,320.      301,700.      MT  (+/- 180 meters Scaled)
 HO0305
 HO0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG577943(NAD 83)
 HO0305
 HO0305                          SUPERSEDED SURVEY CONTROL
 HO0305
 HO0305  NGVD 29 (??/??/92) 1577.784  (m)         5176.45   (f) ADJ UNCH    1 2
 HO0305
 HO0305.Superseded values are not recommended for survey control.
 HO0305
 HO0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0305.See file dsdata.pdf to determine how the superseded data were derived.
 HO0305
 HO0305_MARKER: H = DRILL HOLE
 HO0305_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HO0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0305
 HO0305  HISTORY     - Date     Condition        Report By
 HO0305  HISTORY     - 1908     MONUMENTED       CGS
 HO0305  HISTORY     - 1934     GOOD             CGS
 HO0305
 HO0305                          STATION DESCRIPTION
 HO0305
 HO0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0305'IN YALE.
 HO0305'AT YALE, IRON COUNTY, ON THE UNION PACIFIC RAILROAD, ABOUT 2-1/2 POLES
 HO0305'EAST OF MILE POLE 521, ABOUT 85 FEET SOUTH OF THE CENTER LINE OF THE
 HO0305'MAIN TRACK, DIRECTLY OPPOSITE THE STATION SIGN, AND ABOUT 2-1/2 FEET
 HO0305'LOWER THAN THE TOP OF THE RAIL.  THE BOTTOM OF A SQUARE HOLE,
 HO0305'SURROUNDED BY THE LETTERS USBM, IN THE TOP OF A STONE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0207 ***********************************************************************
 LP0207  DESIGNATION -  J 80
 LP0207  PID         -  LP0207
 LP0207  STATE/COUNTY-  UT/TOOELE
 LP0207  COUNTRY     -  US
 LP0207  USGS QUAD   -  SALDURO (2017)
 LP0207
 LP0207                         *CURRENT SURVEY CONTROL
 LP0207  ______________________________________________________________________
 LP0207* NAD 83(1986) POSITION- 40 44 06.     (N) 113 51 55.     (W)   SCALED
 LP0207* NAVD 88 ORTHO HEIGHT -  1286.174 (meters)     4219.72  (feet) ADJUSTED
 LP0207  ______________________________________________________________________
 LP0207  GEOID HEIGHT    -        -18.301 (meters)                     GEOID18
 LP0207  DYNAMIC HEIGHT  -       1285.181 (meters)     4216.46  (feet) COMP
 LP0207  MODELED GRAVITY -    979,808.6   (mgal)                       NAVD 88
 LP0207
 LP0207  VERT ORDER      -  SECOND    CLASS 0
 LP0207
 LP0207.The horizontal coordinates were scaled from a map and have
 LP0207.an estimated accuracy of +/- 6 seconds.
 LP0207
 LP0207.The orthometric height was determined by differential leveling and
 LP0207.adjusted by the NATIONAL GEODETIC SURVEY
 LP0207.in June 1991.
 LP0207
 LP0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0207.GEOID18 height accuracy estimate available here.
 LP0207
 LP0207.Click photographs - Photos may exist for this station.
 LP0207
 LP0207.The dynamic height is computed by dividing the NAVD 88
 LP0207.geopotential number by the normal gravity value computed on the
 LP0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0207.degrees latitude (g = 980.6199 gals.).
 LP0207
 LP0207.The modeled gravity was interpolated from observed gravity values.
 LP0207
 LP0207;                    North         East    Units  Estimated Accuracy
 LP0207;SPC UT C     - 2,269,280.      300,220.      MT  (+/- 180 meters Scaled)
 LP0207
 LP0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL580132(NAD 83)
 LP0207
 LP0207                          SUPERSEDED SURVEY CONTROL
 LP0207
 LP0207  NGVD 29 (??/??/92) 1285.206  (m)         4216.55   (f) ADJ UNCH    2 0
 LP0207
 LP0207.Superseded values are not recommended for survey control.
 LP0207
 LP0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0207.See file dsdata.pdf to determine how the superseded data were derived.
 LP0207
 LP0207_MARKER: DB = BENCH MARK DISK
 LP0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0207_STAMPING: J 80 1934
 LP0207_MARK LOGO: CGS
 LP0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0207+STABILITY: SURFACE MOTION
 LP0207
 LP0207  HISTORY     - Date     Condition        Report By
 LP0207  HISTORY     - 1934     MONUMENTED       CGS
 LP0207
 LP0207                          STATION DESCRIPTION
 LP0207
 LP0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0207'9.5 MI E FROM WENDOVER.
 LP0207'9.5 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE UTAH-NEVADA
 LP0207'STATE LINE AT WENDOVER, TOOELE COUNTY, 164 FEET SOUTHEAST OF THE
 LP0207'SOUTHEAST CORNER OF THE STATION AT SALDURO, 72 FEET NORTH OF TELEPHONE
 LP0207'POLE 342, AND 36 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK. A
 LP0207'STANDARD DISK, STAMPED J 80 1934 AND SET IN THE TOP OF A CONCRETE
 LP0207'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0387 ***********************************************************************
 KO0387  DESIGNATION -  J 81
 KO0387  PID         -  KO0387
 KO0387  STATE/COUNTY-  UT/TOOELE
 KO0387  COUNTRY     -  US
 KO0387  USGS QUAD   -  DUGWAY RANGE NW (2017)
 KO0387
 KO0387                         *CURRENT SURVEY CONTROL
 KO0387  ______________________________________________________________________
 KO0387* NAD 83(1986) POSITION- 39 58 45.     (N) 113 14 15.     (W)   SCALED
 KO0387* NAVD 88 ORTHO HEIGHT -  1321.589 (meters)     4335.91  (feet) ADJUSTED
 KO0387  ______________________________________________________________________
 KO0387  GEOID HEIGHT    -        -19.065 (meters)                     GEOID18
 KO0387  DYNAMIC HEIGHT  -       1320.491 (meters)     4332.31  (feet) COMP
 KO0387  MODELED GRAVITY -    979,749.8   (mgal)                       NAVD 88
 KO0387
 KO0387  VERT ORDER      -  SECOND    CLASS 0
 KO0387
 KO0387.The horizontal coordinates were scaled from a map and have
 KO0387.an estimated accuracy of +/- 6 seconds.
 KO0387
 KO0387.The orthometric height was determined by differential leveling and
 KO0387.adjusted by the NATIONAL GEODETIC SURVEY
 KO0387.in June 1991.
 KO0387
 KO0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0387.GEOID18 height accuracy estimate available here.
 KO0387
 KO0387.Click photographs - Photos may exist for this station.
 KO0387
 KO0387.The dynamic height is computed by dividing the NAVD 88
 KO0387.geopotential number by the normal gravity value computed on the
 KO0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0387.degrees latitude (g = 980.6199 gals.).
 KO0387
 KO0387.The modeled gravity was interpolated from observed gravity values.
 KO0387
 KO0387;                    North         East    Units  Estimated Accuracy
 KO0387;SPC UT C     - 2,184,160.      351,610.      MT  (+/- 180 meters Scaled)
 KO0387
 KO0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK089278(NAD 83)
 KO0387
 KO0387                          SUPERSEDED SURVEY CONTROL
 KO0387
 KO0387  NGVD 29 (??/??/92) 1320.578  (m)         4332.60   (f) ADJ UNCH    2 0
 KO0387
 KO0387.Superseded values are not recommended for survey control.
 KO0387
 KO0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0387.See file dsdata.pdf to determine how the superseded data were derived.
 KO0387
 KO0387_MARKER: DB = BENCH MARK DISK
 KO0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0387_STAMPING: J 81 1934
 KO0387_MARK LOGO: CGS
 KO0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0387+STABILITY: SURFACE MOTION
 KO0387
 KO0387  HISTORY     - Date     Condition        Report By
 KO0387  HISTORY     - 1934     MONUMENTED       CGS
 KO0387
 KO0387                          STATION DESCRIPTION
 KO0387
 KO0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0387'17.2 MI NE FROM FISH SPRINGS.
 KO0387'IN TOOELE COUNTY, ABOUT 17.2 MILES NORTHEAST ALONG THE ROAD LEADING TO
 KO0387'ORRS RANCH FROM THE JUNCTION WITH THE HINCKLEY-GALLAO ROAD EAST OF
 KO0387'FISH SPRINGS, JUAB COUNTY, ABOUT 1.3 MILES SOUTHWEST OF THE
 KO0387'NORTHWESTERNMOST POINT OF DUGWAY MOUNTAINS, ABOUT 0.5 MILE SOUTHWEST
 KO0387'OF THE SITE OF THE HEAD WALL OF AN OLD MINE, ABOUT 585 FEET SOUTHWEST
 KO0387'OF THE FOOT OF DUGWAY MOUNTAINS, AND 51 FEET WEST OF THE CENTER LINE
 KO0387'OF THE ROAD.  A STANDARD DISK, STAMPED J 81 1934 AND SET IN THE TOP OF
 KO0387'A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0132 ***********************************************************************
 LQ0132  DESIGNATION -  J 83
 LQ0132  PID         -  LQ0132
 LQ0132  STATE/COUNTY-  UT/TOOELE
 LQ0132  COUNTRY     -  US
 LQ0132  USGS QUAD   -  LEPPY PEAK (2018)
 LQ0132
 LQ0132                         *CURRENT SURVEY CONTROL
 LQ0132  ______________________________________________________________________
 LQ0132* NAD 83(1986) POSITION- 40 51 24.     (N) 114 00 23.     (W)   SCALED
 LQ0132* NAVD 88 ORTHO HEIGHT -  1324.087 (meters)     4344.11  (feet) ADJUSTED
 LQ0132  ______________________________________________________________________
 LQ0132  GEOID HEIGHT    -        -17.904 (meters)                     GEOID18
 LQ0132  DYNAMIC HEIGHT  -       1323.077 (meters)     4340.80  (feet) COMP
 LQ0132  MODELED GRAVITY -    979,816.0   (mgal)                       NAVD 88
 LQ0132
 LQ0132  VERT ORDER      -  SECOND    CLASS 0
 LQ0132
 LQ0132.The horizontal coordinates were scaled from a map and have
 LQ0132.an estimated accuracy of +/- 6 seconds.
 LQ0132
 LQ0132.The orthometric height was determined by differential leveling and
 LQ0132.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0132.in June 1991.
 LQ0132
 LQ0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0132.GEOID18 height accuracy estimate available here.
 LQ0132
 LQ0132.Click photographs - Photos may exist for this station.
 LQ0132
 LQ0132.The dynamic height is computed by dividing the NAVD 88
 LQ0132.geopotential number by the normal gravity value computed on the
 LQ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0132.degrees latitude (g = 980.6199 gals.).
 LQ0132
 LQ0132.The modeled gravity was interpolated from observed gravity values.
 LQ0132
 LQ0132;                    North         East    Units  Estimated Accuracy
 LQ0132;SPC UT C     - 2,283,120.      288,680.      MT  (+/- 180 meters Scaled)
 LQ0132
 LQ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF523271(NAD 83)
 LQ0132
 LQ0132                          SUPERSEDED SURVEY CONTROL
 LQ0132
 LQ0132  NGVD 29 (??/??/92) 1323.109  (m)         4340.90   (f) ADJ UNCH    2 0
 LQ0132
 LQ0132.Superseded values are not recommended for survey control.
 LQ0132
 LQ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0132.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0132
 LQ0132_MARKER: DB = BENCH MARK DISK
 LQ0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0132_STAMPING: J 83 1958
 LQ0132_MARK LOGO: CGS
 LQ0132_PROJECTION: PROJECTING 15 CENTIMETERS
 LQ0132_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0132+STABILITY: SURFACE MOTION
 LQ0132
 LQ0132  HISTORY     - Date     Condition        Report By
 LQ0132  HISTORY     - 1958     MONUMENTED       CGS
 LQ0132  HISTORY     - 19980806 GOOD             NIMA
 LQ0132
 LQ0132                          STATION DESCRIPTION
 LQ0132
 LQ0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0132'10.2 MI N FROM WENDOVER.
 LQ0132'0.9 MILE EAST ALONG U.S. HIGHWAY 40 AND 50 ALTERNATE FROM THE
 LQ0132'NEVADA-UTAH STATE LINE AT WENDOVER, THENCE 5.1 MILES NORTH ALONG A
 LQ0132'GRAVEL ROAD, THENCE 4.2 MILES NORTH ALONG A DIRT ROAD, ON THE OUTSIDE
 LQ0132'OF A CURVE, 30 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 128 FEET
 LQ0132'SOUTHWEST OF THE CENTER OF THE CROSSING OF A NORTHWEST-SOUTHEAST WASH,
 LQ0132'2.8 FEET EAST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD,
 LQ0132'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 LQ0132'GROUND.
 LQ0132
 LQ0132                          STATION RECOVERY (1998)
 LQ0132
 LQ0132'RECOVERY NOTE BY NATIONAL IMAGERY + MAPPING AGENCY 1998 (JDT)
 LQ0132'GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0391 ***********************************************************************
 MS0391  DESIGNATION -  J 84
 MS0391  PID         -  MS0391
 MS0391  STATE/COUNTY-  UT/BOX ELDER
 MS0391  COUNTRY     -  US
 MS0391  USGS QUAD   -  CRATER ISLAND NW (2017)
 MS0391
 MS0391                         *CURRENT SURVEY CONTROL
 MS0391  ______________________________________________________________________
 MS0391* NAD 83(1986) POSITION- 41 08 11.     (N) 113 56 49.     (W)   SCALED
 MS0391* NAVD 88 ORTHO HEIGHT -  1308.544 (meters)     4293.11  (feet) ADJUSTED
 MS0391  ______________________________________________________________________
 MS0391  GEOID HEIGHT    -        -17.289 (meters)                     GEOID18
 MS0391  DYNAMIC HEIGHT  -       1307.571 (meters)     4289.92  (feet) COMP
 MS0391  MODELED GRAVITY -    979,835.8   (mgal)                       NAVD 88
 MS0391
 MS0391  VERT ORDER      -  SECOND    CLASS 0
 MS0391
 MS0391.The horizontal coordinates were scaled from a map and have
 MS0391.an estimated accuracy of +/- 6 seconds.
 MS0391
 MS0391.The orthometric height was determined by differential leveling and
 MS0391.adjusted by the NATIONAL GEODETIC SURVEY
 MS0391.in June 1991.
 MS0391
 MS0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0391.GEOID18 height accuracy estimate available here.
 MS0391
 MS0391.Click photographs - Photos may exist for this station.
 MS0391
 MS0391.The dynamic height is computed by dividing the NAVD 88
 MS0391.geopotential number by the normal gravity value computed on the
 MS0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0391.degrees latitude (g = 980.6199 gals.).
 MS0391
 MS0391.The modeled gravity was interpolated from observed gravity values.
 MS0391
 MS0391;                    North         East    Units  Estimated Accuracy
 MS0391;SPC UT N     - 1,092,070.      294,590.      MT  (+/- 180 meters Scaled)
 MS0391
 MS0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL526580(NAD 83)
 MS0391
 MS0391                          SUPERSEDED SURVEY CONTROL
 MS0391
 MS0391  NGVD 29 (??/??/92) 1307.537  (m)         4289.81   (f) ADJ UNCH    2 0
 MS0391
 MS0391.Superseded values are not recommended for survey control.
 MS0391
 MS0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0391.See file dsdata.pdf to determine how the superseded data were derived.
 MS0391
 MS0391_MARKER: DB = BENCH MARK DISK
 MS0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0391_STAMPING: J 84 1958
 MS0391_MARK LOGO: CGS
 MS0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0391+STABILITY: SURFACE MOTION
 MS0391
 MS0391  HISTORY     - Date     Condition        Report By
 MS0391  HISTORY     - 1958     MONUMENTED       CGS
 MS0391
 MS0391                          STATION DESCRIPTION
 MS0391
 MS0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MS0391'15.9 MI S FROM LUCIN.
 MS0391'15.9 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT LUCIN, ON
 MS0391'THE TOP OF A NORTH-SOUTH RIDGE, 25 FEET NORTHWEST OF THE CENTER LINE
 MS0391'OF THE ROAD, 99 FEET NORTH OF THE CENTER OF THE CROSSING OF A WASH, 27
 MS0391'FEET NORTHEAST OF THE CENTER OF THE WASH, ABOUT LEVEL WITH THE ROAD,
 MS0391'2.7 FEET SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 MS0391'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0447 ***********************************************************************
 LO0447  DESIGNATION -  J 85
 LO0447  PID         -  LO0447
 LO0447  STATE/COUNTY-  UT/WASATCH
 LO0447  COUNTRY     -  US
 LO0447  USGS QUAD   -  CHARLESTON (2017)
 LO0447
 LO0447                         *CURRENT SURVEY CONTROL
 LO0447  ______________________________________________________________________
 LO0447* NAD 83(1986) POSITION- 40 28 40.     (N) 111 27 06.     (W)   SCALED
 LO0447* NAVD 88 ORTHO HEIGHT -  1678.756 (meters)     5507.72  (feet) ADJUSTED
 LO0447  ______________________________________________________________________
 LO0447  GEOID HEIGHT    -        -15.812 (meters)                     GEOID18
 LO0447  DYNAMIC HEIGHT  -       1677.237 (meters)     5502.74  (feet) COMP
 LO0447  MODELED GRAVITY -    979,661.5   (mgal)                       NAVD 88
 LO0447
 LO0447  VERT ORDER      -  SECOND    CLASS 0
 LO0447
 LO0447.The horizontal coordinates were scaled from a map and have
 LO0447.an estimated accuracy of +/- 6 seconds.
 LO0447
 LO0447.The orthometric height was determined by differential leveling and
 LO0447.adjusted by the NATIONAL GEODETIC SURVEY
 LO0447.in June 1991.
 LO0447
 LO0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0447.GEOID18 height accuracy estimate available here.
 LO0447
 LO0447.Click photographs - Photos may exist for this station.
 LO0447
 LO0447.The dynamic height is computed by dividing the NAVD 88
 LO0447.geopotential number by the normal gravity value computed on the
 LO0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0447.degrees latitude (g = 980.6199 gals.).
 LO0447
 LO0447.The modeled gravity was interpolated from observed gravity values.
 LO0447
 LO0447;                    North         East    Units  Estimated Accuracy
 LO0447;SPC UT C     - 2,238,080.      504,100.      MT  (+/- 180 meters Scaled)
 LO0447
 LO0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK617808(NAD 83)
 LO0447
 LO0447                          SUPERSEDED SURVEY CONTROL
 LO0447
 LO0447  NGVD 29 (??/??/92) 1677.607  (m)         5503.95   (f) ADJ UNCH    2 0
 LO0447
 LO0447.Superseded values are not recommended for survey control.
 LO0447
 LO0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0447.See file dsdata.pdf to determine how the superseded data were derived.
 LO0447
 LO0447_MARKER: DB = BENCH MARK DISK
 LO0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0447_STAMPING: J 85 1934
 LO0447_MARK LOGO: CGS
 LO0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0447+STABILITY: SURFACE MOTION
 LO0447
 LO0447  HISTORY     - Date     Condition        Report By
 LO0447  HISTORY     - 1934     MONUMENTED       CGS
 LO0447
 LO0447                          STATION DESCRIPTION
 LO0447
 LO0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0447'2.5 MI SW FROM HEBER.
 LO0447'1.3 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 LO0447'FROM THE STATION AT HEBER, WASATCH COUNTY, THENCE 1.2 MILES SOUTHWEST
 LO0447'ALONG THE ABANDONED DENVER AND RIO GRANDE WESTERN RAILROAD.  AT A ROAD
 LO0447'CROSSING, 75 FEET SOUTHEAST OF THE CENTERLINE OF THE ROADBED, AND IN
 LO0447'LINE WITH A FENCE.  A STANDARD DISK, STAMPED J 85 1934 AND SET IN THE
 LO0447'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0087 ***********************************************************************
 LP0087  DESIGNATION -  J 86
 LP0087  PID         -  LP0087
 LP0087  STATE/COUNTY-  UT/TOOELE
 LP0087  COUNTRY     -  US
 LP0087  USGS QUAD   -  TERRA (2017)
 LP0087
 LP0087                         *CURRENT SURVEY CONTROL
 LP0087  ______________________________________________________________________
 LP0087* NAD 83(1994) POSITION- 40 21 48.77875(N) 112 43 59.55413(W)   ADJUSTED
 LP0087* NAVD 88 ORTHO HEIGHT -  1409.534 (meters)     4624.45  (feet) ADJUSTED
 LP0087  ______________________________________________________________________
 LP0087  GEOID HEIGHT    -        -17.831 (meters)                     GEOID18
 LP0087  LAPLACE CORR    -          9.37  (seconds)                    DEFLEC18
 LP0087  DYNAMIC HEIGHT  -       1408.354 (meters)     4620.57  (feet) COMP
 LP0087  MODELED GRAVITY -    979,739.3   (mgal)                       NAVD 88
 LP0087
 LP0087  HORZ ORDER      -  THIRD
 LP0087  VERT ORDER      -  SECOND    CLASS 0
 LP0087
 LP0087.The horizontal coordinates were established by classical geodetic methods
 LP0087.and adjusted by the National Geodetic Survey in November 1997.
 LP0087
 LP0087.The orthometric height was determined by differential leveling and
 LP0087.adjusted by the NATIONAL GEODETIC SURVEY
 LP0087.in June 1991.
 LP0087
 LP0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0087.GEOID18 height accuracy estimate available here.
 LP0087
 LP0087.Click photographs - Photos may exist for this station.
 LP0087
 LP0087.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0087
 LP0087.The dynamic height is computed by dividing the NAVD 88
 LP0087.geopotential number by the normal gravity value computed on the
 LP0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0087.degrees latitude (g = 980.6199 gals.).
 LP0087
 LP0087.The modeled gravity was interpolated from observed gravity values.
 LP0087
 LP0087. The following values were computed from the NAD 83(1994) position.
 LP0087
 LP0087;                    North         East     Units Scale Factor Converg.
 LP0087;SPC UT C     - 2,226,117.991   395,261.552   MT  0.99994131   -0 47 23.9
 LP0087;SPC UT C     - 7,303,522.11  1,296,787.28   sFT  0.99994131   -0 47 23.9
 LP0087;UTM  12      - 4,469,550.720   352,837.674   MT  0.99986659   -1 07 21.7
 LP0087
 LP0087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0087!SPC UT C     -   0.99978173  x   0.99994131  =   0.99972305
 LP0087!UTM  12      -   0.99978173  x   0.99986659  =   0.99964835
 LP0087
 LP0087:                Primary Azimuth Mark                     Grid Az
 LP0087:SPC UT C     -  STAN                                     075 28 23.4
 LP0087:UTM  12      -  STAN                                     075 48 21.2
 LP0087
 LP0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK5283769550(NAD 83)
 LP0087
 LP0087|---------------------------------------------------------------------|
 LP0087| PID    Reference Object                     Distance      Geod. Az  |
 LP0087|                                                           dddmmss.s |
 LP0087| LP0456 STAN                                APPROX.12.5 KM 0744059.5 |
 LP0087|---------------------------------------------------------------------|
 LP0087
 LP0087                          SUPERSEDED SURVEY CONTROL
 LP0087
 LP0087  NAD 83(1993)-  40 21 48.77249(N)    112 43 59.54288(W) AD(       ) 3
 LP0087  NAD 83(1986)-  40 21 48.77127(N)    112 43 59.54466(W) AD(       ) 3
 LP0087  NAD 27      -  40 21 48.99643(N)    112 43 56.66780(W) AD(       ) 3
 LP0087  NGVD 29 (??/??/92) 1408.447  (m)         4620.88   (f) ADJ UNCH    2 0
 LP0087  NGVD 29            1408.45   (m)         4620.9    (f) LEVELING    3  
 LP0087
 LP0087.Superseded values are not recommended for survey control.
 LP0087
 LP0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0087.See file dsdata.pdf to determine how the superseded data were derived.
 LP0087
 LP0087_MARKER: DB = BENCH MARK DISK
 LP0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0087_STAMPING: J 86 1934
 LP0087_MARK LOGO: CGS
 LP0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0087+STABILITY: SURFACE MOTION
 LP0087
 LP0087  HISTORY     - Date     Condition        Report By
 LP0087  HISTORY     - 1934     MONUMENTED       CGS
 LP0087  HISTORY     - 1953     GOOD             USGS
 LP0087  HISTORY     - 1981     GOOD             USGS
 LP0087
 LP0087                          STATION DESCRIPTION
 LP0087
 LP0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0087'4.2 MI N FROM ORRS RANCH.
 LP0087'ABOUT 4.2 MILES NORTH ALONG THE ROAD TO TIMPIE FROM THE ROAD
 LP0087'INTERSECTION NORTHWEST OF ORRS RANCH, TOOELE COUNTY, AND 20 FEET WEST
 LP0087'OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED J 86 1934
 LP0087'AND SET IN THE TOP OF A CONCRETE POST.
 LP0087
 LP0087                          STATION RECOVERY (1953)
 LP0087
 LP0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 LP0087'DESCRIBED ---DELLE TO ORRS
 LP0087'RANCH, UTAH--- AS FOLLOWS
 LP0087'
 LP0087'J 86--ABOUT 4.2 MI. N. ALONG RD. TO TIMPIE FROM THE RD. INTERSECTION
 LP0087'NW. OF ORRS RANCH, TOOELE COUNTY AND 20 FT. W. OF CENTER OF RD.
 LP0087'
 LP0087'FOUND AS DESCRIBED BY NGS EXCEPT AS FOLLOWS
 LP0087'
 LP0087'TO REACH FROM JUNCTION OF STATE HIGHWAY 58 AND RD. TO TIMPIE JUNCTION,
 LP0087'DRIVE N. ON RD. TO TIMPIE JUNCTION FOR 7.2 MI., TURN RIGHT OFF PAVED
 LP0087'RD., AND FOLLOW GRAVELED RD. 1.0 MI., TAKE LEFT FORK ALONG DIRT RD.
 LP0087'N. FOR 2.0 MI. TO BENCH MARK AND STATION ON LEFT SIDE OF RD.
 LP0087'
 LP0087'STATION MARK--STANDARD USC AND GS BENCH MARK TABLET STAMPED ---J 86
 LP0087'1934--- CEMENTED IN TOP OF CEMENT POST PROJECTING 0.4 FT. ABOVE
 LP0087'GROUND.
 LP0087'
 LP0087'REFERENCE MARKS--NONE.
 LP0087
 LP0087                          STATION RECOVERY (1981)
 LP0087
 LP0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LP0087'X-RDS. 0.5 MI. N. OF THE ORR RANCH, THENCE W. 0.4 MI. TO COUNTY ROAD
 LP0087'108, THENCE N. 4.85 MI. TO RD. E., THENCE E. 0.5 MI. TO X-RDS, THENCE
 LP0087'S. 0.85 MI., 20 FT. W. CENTERLINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0303 ***********************************************************************
 MS0303  DESIGNATION -  J 89
 MS0303  PID         -  MS0303
 MS0303  STATE/COUNTY-  UT/BOX ELDER
 MS0303  COUNTRY     -  US
 MS0303  USGS QUAD   -  MONUMENT PEAK NW (2017)
 MS0303
 MS0303                         *CURRENT SURVEY CONTROL
 MS0303  ______________________________________________________________________
 MS0303* NAD 83(1986) POSITION- 41 57 59.     (N) 112 59 32.     (W)   SCALED
 MS0303* NAVD 88 ORTHO HEIGHT -  1393.059 (meters)     4570.39  (feet) ADJUSTED
 MS0303  ______________________________________________________________________
 MS0303  GEOID HEIGHT    -        -14.921 (meters)                     GEOID18
 MS0303  DYNAMIC HEIGHT  -       1392.140 (meters)     4567.38  (feet) COMP
 MS0303  MODELED GRAVITY -    979,914.0   (mgal)                       NAVD 88
 MS0303
 MS0303  VERT ORDER      -  SECOND    CLASS 0
 MS0303
 MS0303.The horizontal coordinates were scaled from a map and have
 MS0303.an estimated accuracy of +/- 6 seconds.
 MS0303
 MS0303.The orthometric height was determined by differential leveling and
 MS0303.adjusted by the NATIONAL GEODETIC SURVEY
 MS0303.in June 1991.
 MS0303
 MS0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0303.GEOID18 height accuracy estimate available here.
 MS0303
 MS0303.Click photographs - Photos may exist for this station.
 MS0303
 MS0303.The dynamic height is computed by dividing the NAVD 88
 MS0303.geopotential number by the normal gravity value computed on the
 MS0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0303.degrees latitude (g = 980.6199 gals.).
 MS0303
 MS0303.The modeled gravity was interpolated from observed gravity values.
 MS0303
 MS0303;                    North         East    Units  Estimated Accuracy
 MS0303;SPC UT N     - 1,182,420.      376,310.      MT  (+/- 180 meters Scaled)
 MS0303
 MS0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM349479(NAD 83)
 MS0303
 MS0303                          SUPERSEDED SURVEY CONTROL
 MS0303
 MS0303  NGVD 29 (??/??/92) 1392.025  (m)         4567.00   (f) ADJ UNCH    2 0
 MS0303
 MS0303.Superseded values are not recommended for survey control.
 MS0303
 MS0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0303.See file dsdata.pdf to determine how the superseded data were derived.
 MS0303
 MS0303_MARKER: DB = BENCH MARK DISK
 MS0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0303_STAMPING: J 89 1934
 MS0303_MARK LOGO: CGS
 MS0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0303+STABILITY: SURFACE MOTION
 MS0303
 MS0303  HISTORY     - Date     Condition        Report By
 MS0303  HISTORY     - 1934     MONUMENTED       CGS
 MS0303
 MS0303                          STATION DESCRIPTION
 MS0303
 MS0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0303'14.1 MI W FROM SNOWVILLE.
 MS0303'14.1 MILES WEST ALONG U.S. HIGHWAY 30 S FROM THE CAFE BUILDING AT
 MS0303'SNOWVILLE, BOX ELDER COUNTY, 8.7 MILES WEST OF THE JUNCTION OF THE
 MS0303'ROAD LEADING TO KELTON, AT THE FOOT OF A SMALL HILL, AND 50 FEET NORTH
 MS0303'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 89 1934
 MS0303'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0047 ***********************************************************************
 MS0047  DESIGNATION -  J 9 RESET
 MS0047  PID         -  MS0047
 MS0047  STATE/COUNTY-  UT/BOX ELDER
 MS0047  COUNTRY     -  US
 MS0047  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0047
 MS0047                         *CURRENT SURVEY CONTROL
 MS0047  ______________________________________________________________________
 MS0047* NAD 83(1986) POSITION- 41 30 36.21   (N) 112 01 46.14   (W)   HD_HELD1
 MS0047* NAVD 88 ORTHO HEIGHT -  1314.289 (meters)     4311.96  (feet) ADJUSTED
 MS0047  ______________________________________________________________________
 MS0047  GEOID HEIGHT    -        -16.072 (meters)                     GEOID18
 MS0047  DYNAMIC HEIGHT  -       1313.342 (meters)     4308.86  (feet) COMP
 MS0047  MODELED GRAVITY -    979,857.7   (mgal)                       NAVD 88
 MS0047
 MS0047  VERT ORDER      -  FIRST     CLASS I
 MS0047
 MS0047.The horizontal coordinates were determined by differentially corrected
 MS0047.hand held GPS observations or other comparable positioning techniques
 MS0047.and have an estimated accuracy of +/- 3 meters.
 MS0047
 MS0047.The orthometric height was determined by differential leveling and
 MS0047.adjusted by the NATIONAL GEODETIC SURVEY
 MS0047.in June 1991.
 MS0047
 MS0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0047.GEOID18 height accuracy estimate available here.
 MS0047
 MS0047.Click photographs - Photos may exist for this station.
 MS0047
 MS0047.The dynamic height is computed by dividing the NAVD 88
 MS0047.geopotential number by the normal gravity value computed on the
 MS0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0047.degrees latitude (g = 980.6199 gals.).
 MS0047
 MS0047.The modeled gravity was interpolated from observed gravity values.
 MS0047
 MS0047;                    North         East    Units  Estimated Accuracy
 MS0047;SPC UT N     - 1,130,811.6     455,798.7     MT  (+/- 3 meters HH1 GPS) 
 MS0047
 MS0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1408995892(NAD 83)
 MS0047
 MS0047                          SUPERSEDED SURVEY CONTROL
 MS0047
 MS0047  NGVD 29 (??/??/92) 1313.290  (m)         4308.69   (f) ADJ UNCH    1 1
 MS0047
 MS0047.Superseded values are not recommended for survey control.
 MS0047
 MS0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0047.See file dsdata.pdf to determine how the superseded data were derived.
 MS0047
 MS0047_MARKER: DB = BENCH MARK DISK
 MS0047_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0047_SP_SET: RETAINING WALL
 MS0047_STAMPING: ELEV 4309.092 FT. J 9 RESET 1955
 MS0047_MARK LOGO: CGS
 MS0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0047+STABILITY: SURFACE MOTION
 MS0047
 MS0047  HISTORY     - Date     Condition        Report By
 MS0047  HISTORY     - 1955     MONUMENTED       UPRR
 MS0047  HISTORY     - 1967     GOOD             CGS
 MS0047  HISTORY     - 1984     GOOD             NGS
 MS0047
 MS0047                          STATION DESCRIPTION
 MS0047
 MS0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0047'IN BRIGHAM CITY.
 MS0047'AT BRIGHAM CITY, ALONG THE UNION PACIFIC RAILROAD, ABOUT 200 FEET
 MS0047'SOUTH OF THE CROSSING OF FOREST STREET, IN THE TOP OF AND 0.6 FOOT
 MS0047'SOUTH OF THE NORTH END OF A CONCRETE RETAINING WALL PROJECTING ABOUT 1
 MS0047'FOOT, 56.4 FEET SOUTH OF THE SOUTHWEST CORNER OF THE UNION PACIFIC
 MS0047'RAILROAD STATION, 13.3 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 MS0047'AND ABOUT 1/2 FOOT HIGHER THAN THE TRACK.
 MS0047
 MS0047                          STATION RECOVERY (1984)
 MS0047
 MS0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0047'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN BRIGHAM
 MS0047'CITY, IN THE SOUTHEAST CORNER OF THE INTERSECTION OF FOREST STREET AND
 MS0047'THE UNION PACIFIC RAILROAD, IN TOP OF THE NORTH END OF THE SHORT
 MS0047'CONCRETE CURB PARALLELLING THE TRACKS, 62.5 METERS (205 FT) SOUTH OF
 MS0047'THE CENTER OF FOREST STREET, 14.5 METERS (47.5 FT) WEST OF THE WEST
 MS0047'RAIL OF THE SIDE TRACK, 7.0 METERS (23 FT) NORTH OF A LIGHT POLE AND
 MS0047'4.1 METERS (13.5 FT) EAST OF THE EAST RAIL OF THE MAIN TRACK.
 MS0047'THE MARK IS 0.2 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0304 ***********************************************************************
 MR0304  DESIGNATION -  J 90
 MR0304  PID         -  MR0304
 MR0304  STATE/COUNTY-  UT/SUMMIT
 MR0304  COUNTRY     -  US
 MR0304  USGS QUAD   -  CASTLE ROCK (2017)
 MR0304
 MR0304                         *CURRENT SURVEY CONTROL
 MR0304  ______________________________________________________________________
 MR0304* NAD 83(1986) POSITION- 41 06 44.5    (N) 111 12 09.7    (W)   HD_HELD2
 MR0304* NAVD 88 ORTHO HEIGHT -  1899.366 (meters)     6231.50  (feet) ADJUSTED
 MR0304  ______________________________________________________________________
 MR0304  GEOID HEIGHT    -        -15.501 (meters)                     GEOID18
 MR0304  DYNAMIC HEIGHT  -       1897.632 (meters)     6225.81  (feet) COMP
 MR0304  MODELED GRAVITY -    979,643.9   (mgal)                       NAVD 88
 MR0304
 MR0304  VERT ORDER      -  FIRST     CLASS II
 MR0304
 MR0304.The horizontal coordinates were established by autonomous hand held GPS
 MR0304.observations and have an estimated accuracy of +/- 10 meters.
 MR0304
 MR0304.The orthometric height was determined by differential leveling and
 MR0304.adjusted by the NATIONAL GEODETIC SURVEY
 MR0304.in June 1991.
 MR0304
 MR0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0304.GEOID18 height accuracy estimate available here.
 MR0304
 MR0304.Click photographs - Photos may exist for this station.
 MR0304
 MR0304.The dynamic height is computed by dividing the NAVD 88
 MR0304.geopotential number by the normal gravity value computed on the
 MR0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0304.degrees latitude (g = 980.6199 gals.).
 MR0304
 MR0304.The modeled gravity was interpolated from observed gravity values.
 MR0304
 MR0304;                    North         East    Units  Estimated Accuracy
 MR0304;SPC UT N     - 1,086,553.      524,970.      MT  (+/- 10 meters HH2 GPS)
 MR0304
 MR0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL8298251250(NAD 83)
 MR0304
 MR0304                          SUPERSEDED SURVEY CONTROL
 MR0304
 MR0304  NGVD 29 (??/??/92) 1897.989  (m)         6226.99   (f) SUPERSEDED  1 2
 MR0304  NGVD 29 (06/08/92) 1898.104  (m)         6227.36   (f) ADJUSTED    1 2
 MR0304
 MR0304.Superseded values are not recommended for survey control.
 MR0304
 MR0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0304.See file dsdata.pdf to determine how the superseded data were derived.
 MR0304
 MR0304_MARKER: DB = BENCH MARK DISK
 MR0304_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0304_SP_SET: PIER
 MR0304_STAMPING: J 90 1934
 MR0304_MARK LOGO: CGS
 MR0304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0304+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2011
 MR0304
 MR0304  HISTORY     - Date     Condition        Report By
 MR0304  HISTORY     - 1934     MONUMENTED       CGS
 MR0304  HISTORY     - 1958     GOOD             CGS
 MR0304  HISTORY     - 1983     GOOD             NGS
 MR0304  HISTORY     - 20111003 GOOD             GEOCAC
 MR0304
 MR0304                          STATION DESCRIPTION
 MR0304
 MR0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0304'8.9 MI SW FROM WAHSATCH.
 MR0304'ABOUT 8.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0304'STATION AT WAHSATCH, ABOUT 0.5 MILE SOUTHWEST OF MILEPOST 936, IN THE
 MR0304'TOP AND CENTER OF THE SOUTHEAST PIER OF FOUR CONCRETE PIERS OF AN OLD
 MR0304'ABANDONED WATER TANK, 6 RAILS NORTHEAST OF THE CASTLE ROCK STATION
 MR0304'SIGN, 8 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHEAST SET OF
 MR0304'MAIN TRACKS AND ABOUT LEVEL WITH THE TRACKS.
 MR0304
 MR0304                          STATION RECOVERY (1983)
 MR0304
 MR0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0304'RECOVERED IN GOOD CONDITION.
 MR0304
 MR0304                          STATION RECOVERY (2011)
 MR0304
 MR0304'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 MR0304'WATER TANK HAS BEEN REMOVED BUT THE PIERS REMAIN.  NOW 6.5 FT NW OF
 MR0304'THE NEAR RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0623 ***********************************************************************
 LO0623  DESIGNATION -  J 91
 LO0623  PID         -  LO0623
 LO0623  STATE/COUNTY-  UT/DAVIS
 LO0623  COUNTRY     -  US
 LO0623  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0623
 LO0623                         *CURRENT SURVEY CONTROL
 LO0623  ______________________________________________________________________
 LO0623* NAD 83(1986) POSITION- 40 51 42.     (N) 111 55 34.     (W)   SCALED
 LO0623* NAVD 88 ORTHO HEIGHT -  1291.389 (meters)     4236.83  (feet) ADJUSTED
 LO0623  ______________________________________________________________________
 LO0623  GEOID HEIGHT    -        -16.809 (meters)                     GEOID18
 LO0623  DYNAMIC HEIGHT  -       1290.387 (meters)     4233.54  (feet) COMP
 LO0623  MODELED GRAVITY -    979,804.3   (mgal)                       NAVD 88
 LO0623
 LO0623  VERT ORDER      -  FIRST     CLASS II
 LO0623
 LO0623.The horizontal coordinates were scaled from a map and have
 LO0623.an estimated accuracy of +/- 6 seconds.
 LO0623
 LO0623.The orthometric height was determined by differential leveling and
 LO0623.adjusted by the NATIONAL GEODETIC SURVEY
 LO0623.in June 1991.
 LO0623
 LO0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0623.GEOID18 height accuracy estimate available here.
 LO0623
 LO0623.Click photographs - Photos may exist for this station.
 LO0623
 LO0623.The dynamic height is computed by dividing the NAVD 88
 LO0623.geopotential number by the normal gravity value computed on the
 LO0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0623.degrees latitude (g = 980.6199 gals.).
 LO0623
 LO0623.The modeled gravity was interpolated from observed gravity values.
 LO0623
 LO0623;                    North         East    Units  Estimated Accuracy
 LO0623;SPC UT N     - 1,058,760.      464,080.      MT  (+/- 180 meters Scaled)
 LO0623
 LO0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL219238(NAD 83)
 LO0623
 LO0623                          SUPERSEDED SURVEY CONTROL
 LO0623
 LO0623  NGVD 29 (??/??/92) 1290.479  (m)         4233.85   (f) ADJ UNCH    1 2
 LO0623
 LO0623.Superseded values are not recommended for survey control.
 LO0623
 LO0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0623.See file dsdata.pdf to determine how the superseded data were derived.
 LO0623
 LO0623_MARKER: DB = BENCH MARK DISK
 LO0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0623_STAMPING: J 91 1953
 LO0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0623+STABILITY: SURFACE MOTION
 LO0623
 LO0623  HISTORY     - Date     Condition        Report By
 LO0623  HISTORY     - 1953     MONUMENTED       CGS
 LO0623
 LO0623                          STATION DESCRIPTION
 LO0623
 LO0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LO0623'2.1 MI NW FROM NORTH SALT LAKE.
 LO0623'1.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE POST OFFICE
 LO0623'AT NORTH SALT LAKE, THENCE 0.8 MILE WEST ALONG 6500 SOUTH STREET, 0.2
 LO0623'MILE EAST OF THE T JUNCTION OF REDWOOD ROAD, AT THE SOUTHWEST CORNER
 LO0623'OF BOUNTIFUL-SKY HAVEN AIR PARK, 39 1/2 FEET NORTH OF THE CENTER LINE
 LO0623'OF THE STREET, 14 FEET NORTH OF A FENCE CORNER POST, 1.8 FEET EAST OF
 LO0623'A FENCE, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 LO0623'STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 LO0623'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0086 ***********************************************************************
 MS0086  DESIGNATION -  J 94
 MS0086  PID         -  MS0086
 MS0086  STATE/COUNTY-  UT/BOX ELDER
 MS0086  COUNTRY     -  US
 MS0086  USGS QUAD   -  LAMPO JUNCTION (2017)
 MS0086
 MS0086                         *CURRENT SURVEY CONTROL
 MS0086  ______________________________________________________________________
 MS0086* NAD 83(1986) POSITION- 41 38 10.03   (N) 112 25 29.25   (W)   HD_HELD1
 MS0086* NAVD 88 ORTHO HEIGHT -  1309.219 (meters)     4295.33  (feet) ADJUSTED
 MS0086  ______________________________________________________________________
 MS0086  GEOID HEIGHT    -        -15.788 (meters)                     GEOID18
 MS0086  DYNAMIC HEIGHT  -       1308.335 (meters)     4292.43  (feet) COMP
 MS0086  MODELED GRAVITY -    979,902.2   (mgal)                       NAVD 88
 MS0086
 MS0086  VERT ORDER      -  FIRST     CLASS II
 MS0086
 MS0086.The horizontal coordinates were determined by differentially corrected
 MS0086.hand held GPS observations or other comparable positioning techniques
 MS0086.and have an estimated accuracy of +/- 3 meters.
 MS0086
 MS0086.The orthometric height was determined by differential leveling and
 MS0086.adjusted by the NATIONAL GEODETIC SURVEY
 MS0086.in June 1991.
 MS0086
 MS0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0086.GEOID18 height accuracy estimate available here.
 MS0086
 MS0086.Click photographs - Photos may exist for this station.
 MS0086
 MS0086.The dynamic height is computed by dividing the NAVD 88
 MS0086.geopotential number by the normal gravity value computed on the
 MS0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0086.degrees latitude (g = 980.6199 gals.).
 MS0086
 MS0086.The modeled gravity was interpolated from observed gravity values.
 MS0086
 MS0086;                    North         East    Units  Estimated Accuracy
 MS0086;SPC UT N     - 1,145,087.5     422,948.4     MT  (+/- 3 meters HH1 GPS) 
 MS0086
 MS0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM8133010356(NAD 83)
 MS0086
 MS0086                          SUPERSEDED SURVEY CONTROL
 MS0086
 MS0086  NGVD 29 (??/??/92) 1308.236  (m)         4292.10   (f) ADJ UNCH    1 2
 MS0086
 MS0086.Superseded values are not recommended for survey control.
 MS0086
 MS0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0086.See file dsdata.pdf to determine how the superseded data were derived.
 MS0086
 MS0086_MARKER: DB = BENCH MARK DISK
 MS0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0086_STAMPING: J 94 1953
 MS0086_MARK LOGO: CGS
 MS0086_PROJECTION: FLUSH
 MS0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0086+STABILITY: SURFACE MOTION
 MS0086
 MS0086  HISTORY     - Date     Condition        Report By
 MS0086  HISTORY     - 1953     MONUMENTED       CGS
 MS0086  HISTORY     - 1984     GOOD             NGS
 MS0086
 MS0086                          STATION DESCRIPTION
 MS0086
 MS0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0086'7.2 MI E FROM PROMONTORY.
 MS0086'1.8 MILES NORTHEAST ALONG A COUNTY GRAVELED ROAD FROM THE GOLDEN SPIKE
 MS0086'MONUMENT AT PROMONTORY, THENCE 5.4 MILES EAST ALONG STATE HIGHWAY 83,
 MS0086'AT THE CROSSING OF THE ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD,
 MS0086'ABOUT 100 YARDS NORTHWEST OF MILEPOLE 784, AT THE WEST CORNER OF A
 MS0086'TRIANGLE FORMED BY THE JUNCTION OF A GRAVELED ROAD LEADING NORTHWEST,
 MS0086'98 1/2 FEET NORTHEAST OF AND ACROSS THE OLD RAILROAD BED FROM A
 MS0086'TELEPHONE POLE MARKED BY THE WHITE PAINTED LETTERS BM, 103.1 FEET
 MS0086'NORTH OF THE CENTER LINE OF THE HIGHWAY, 62 FEET NORTHEAST OF THE
 MS0086'CENTER LINE OF THE OLD RAILROAD BED, 53 1/2 FEET NORTHWEST OF THE
 MS0086'CENTER LINE OF THE NORTHWEST LEG OF THE TRIANGLE, 23.1 FEET SOUTHEAST
 MS0086'OF A FENCE, 1.9 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 MS0086'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 MS0086'FOOT ABOVE THE GROUND.
 MS0086
 MS0086                          STATION RECOVERY (1984)
 MS0086
 MS0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0086'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.23 KM
 MS0086'(7.6 MI) NORTHEAST ALONG A PAVED ROAD FROM THE GOLDEN SPIKE MONUMENT
 MS0086'IN PROMONTORY, AT LAMPO JUNCTION, IN THE NORTHWEST CORNER OF THE
 MS0086'INTERSECTION OF STATE HIGHWAY 83, ON THE INSIDE OF A CURVE ALSO
 MS0086'38.73 KM (24.07 MI) NORTHWEST OF BRIGHAM CITY, 14.9 METERS (49 FT)
 MS0086'NORTH OF THE CENTER OF THE ROAD, 95.7 METERS (314 FT) SOUTHWEST OF THE
 MS0086'CENTER OF STATE HIGHWAY 83, 88.1 METERS (289 FT) EAST OF A FENCE
 MS0086'CORNER AND 16.2 METERS (53 FT) EAST OF THE NORTHEAST END OF A 2- BY
 MS0086'3-FOOT WOOD CULVERT UNDER THE OLD RAILROAD BED.
 MS0086'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 MS0086'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0275 ***********************************************************************
 MS0275  DESIGNATION -  J 95
 MS0275  PID         -  MS0275
 MS0275  STATE/COUNTY-  UT/BOX ELDER
 MS0275  COUNTRY     -  US
 MS0275  USGS QUAD   -  PEPLIN FLATS (2017)
 MS0275
 MS0275                         *CURRENT SURVEY CONTROL
 MS0275  ______________________________________________________________________
 MS0275* NAD 83(1986) POSITION- 41 41 01.     (N) 113 09 24.     (W)   SCALED
 MS0275* NAVD 88 ORTHO HEIGHT -  1324.356 (meters)     4344.99  (feet) ADJUSTED
 MS0275  ______________________________________________________________________
 MS0275  GEOID HEIGHT    -        -15.750 (meters)                     GEOID18
 MS0275  DYNAMIC HEIGHT  -       1323.476 (meters)     4342.10  (feet) COMP
 MS0275  MODELED GRAVITY -    979,912.1   (mgal)                       NAVD 88
 MS0275
 MS0275  VERT ORDER      -  FIRST     CLASS II
 MS0275
 MS0275.The horizontal coordinates were scaled from a map and have
 MS0275.an estimated accuracy of +/- 6 seconds.
 MS0275
 MS0275.The orthometric height was determined by differential leveling and
 MS0275.adjusted by the NATIONAL GEODETIC SURVEY
 MS0275.in June 1991.
 MS0275
 MS0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0275.GEOID18 height accuracy estimate available here.
 MS0275
 MS0275.Click photographs - Photos may exist for this station.
 MS0275
 MS0275.The dynamic height is computed by dividing the NAVD 88
 MS0275.geopotential number by the normal gravity value computed on the
 MS0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0275.degrees latitude (g = 980.6199 gals.).
 MS0275
 MS0275.The modeled gravity was interpolated from observed gravity values.
 MS0275
 MS0275;                    North         East    Units  Estimated Accuracy
 MS0275;SPC UT N     - 1,151,270.      362,080.      MT  (+/- 180 meters Scaled)
 MS0275
 MS0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM205168(NAD 83)
 MS0275
 MS0275                          SUPERSEDED SURVEY CONTROL
 MS0275
 MS0275  NGVD 29 (??/??/92) 1323.354  (m)         4341.70   (f) ADJ UNCH    1 2
 MS0275
 MS0275.Superseded values are not recommended for survey control.
 MS0275
 MS0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0275.See file dsdata.pdf to determine how the superseded data were derived.
 MS0275
 MS0275_MARKER: DB = BENCH MARK DISK
 MS0275_SETTING: 66 = SET IN ROCK OUTCROP
 MS0275_STAMPING: J 95 1953
 MS0275_MARK LOGO: CGS
 MS0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0275+STABILITY: SURFACE MOTION
 MS0275
 MS0275  HISTORY     - Date     Condition        Report By
 MS0275  HISTORY     - 1953     MONUMENTED       CGS
 MS0275  HISTORY     - 1966     GOOD             USGS
 MS0275
 MS0275                          STATION DESCRIPTION
 MS0275
 MS0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0275'5.2 MI SW FROM KELTON.
 MS0275'5.2 MILES SOUTHWEST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0275'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0275'KELTON, ON THE SOUTH BANK OF A DEEP RAVINE, IN THE TOP OF A PROJECTION
 MS0275'AT THE NORTHWEST BASE OF A PROMINENT LARGE OUTCROP, 132 FEET EAST OF
 MS0275'THE CENTER LINE OF THE ROAD, AND ABOUT 5 FEET HIGHER THAN THE ROAD.
 MS0275
 MS0275                          STATION RECOVERY (1966)
 MS0275
 MS0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MS0275'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0444 ***********************************************************************
 MS0444  DESIGNATION -  J 96
 MS0444  PID         -  MS0444
 MS0444  STATE/COUNTY-  UT/BOX ELDER
 MS0444  COUNTRY     -  US
 MS0444  USGS QUAD   -  TERRACE MOUNTAIN WEST (2017)
 MS0444
 MS0444                         *CURRENT SURVEY CONTROL
 MS0444  ______________________________________________________________________
 MS0444* NAD 83(1986) POSITION- 41 29 59.     (N) 113 31 36.     (W)   SCALED
 MS0444* NAVD 88 ORTHO HEIGHT -  1379.790 (meters)     4526.86  (feet) ADJUSTED
 MS0444  ______________________________________________________________________
 MS0444  GEOID HEIGHT    -        -16.378 (meters)                     GEOID18
 MS0444  DYNAMIC HEIGHT  -       1378.809 (meters)     4523.64  (feet) COMP
 MS0444  MODELED GRAVITY -    979,864.0   (mgal)                       NAVD 88
 MS0444
 MS0444  VERT ORDER      -  FIRST     CLASS II
 MS0444
 MS0444.The horizontal coordinates were scaled from a map and have
 MS0444.an estimated accuracy of +/- 6 seconds.
 MS0444
 MS0444.The orthometric height was determined by differential leveling and
 MS0444.adjusted by the NATIONAL GEODETIC SURVEY
 MS0444.in June 1991.
 MS0444
 MS0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0444.GEOID18 height accuracy estimate available here.
 MS0444
 MS0444.Click photographs - Photos may exist for this station.
 MS0444
 MS0444.The dynamic height is computed by dividing the NAVD 88
 MS0444.geopotential number by the normal gravity value computed on the
 MS0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0444.degrees latitude (g = 980.6199 gals.).
 MS0444
 MS0444.The modeled gravity was interpolated from observed gravity values.
 MS0444
 MS0444;                    North         East    Units  Estimated Accuracy
 MS0444;SPC UT N     - 1,131,500.      330,800.      MT  (+/- 180 meters Scaled)
 MS0444
 MS0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL891973(NAD 83)
 MS0444
 MS0444                          SUPERSEDED SURVEY CONTROL
 MS0444
 MS0444  NGVD 29 (??/??/92) 1378.740  (m)         4523.42   (f) ADJ UNCH    1 2
 MS0444
 MS0444.Superseded values are not recommended for survey control.
 MS0444
 MS0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0444.See file dsdata.pdf to determine how the superseded data were derived.
 MS0444
 MS0444_MARKER: DB = BENCH MARK DISK
 MS0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0444_STAMPING: J 96 1953
 MS0444_MARK LOGO: CGS
 MS0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0444+STABILITY: SURFACE MOTION
 MS0444
 MS0444  HISTORY     - Date     Condition        Report By
 MS0444  HISTORY     - 1953     MONUMENTED       CGS
 MS0444
 MS0444                          STATION DESCRIPTION
 MS0444
 MS0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0444'1.9 MI NE FROM WATERCRESS.
 MS0444'1.9 MILES NORTHEAST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0444'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0444'WATERCRESS, 0.4 MILE (17 POLES) NORTHEAST OF MILEPOLE 701, 0.2 MILE
 MS0444'NORTHEAST OF A WOODEN BRIDGE, 42 1/2 FEET NORTHWEST OF THE CENTER LINE
 MS0444'OF THE ROAD, IN LINE WITH A ROW OF POLES, 6 FEET NORTHEAST OF
 MS0444'TELEPHONE POLE 35B, 2.4 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 1/2
 MS0444'FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MS0444'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0462 ***********************************************************************
 KN0462  DESIGNATION -  JACK
 KN0462  PID         -  KN0462
 KN0462  STATE/COUNTY-  UT/CARBON
 KN0462  COUNTRY     -  US
 KN0462  USGS QUAD   -  TWIN HOLLOW (2017)
 KN0462
 KN0462                         *CURRENT SURVEY CONTROL
 KN0462  ______________________________________________________________________
 KN0462* NAD 83(1994) POSITION- 39 39 03.26406(N) 110 12 17.53837(W)   ADJUSTED
 KN0462* NAVD 88 ORTHO HEIGHT -  2579.3   (meters)     8462.    (feet) VERTCON3
 KN0462  ______________________________________________________________________
 KN0462  GEOID HEIGHT    -        -17.226 (meters)                     GEOID18
 KN0462  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC18
 KN0462  HORZ ORDER      -  THIRD
 KN0462
 KN0462.The horizontal coordinates were established by classical geodetic methods
 KN0462.and adjusted by the National Geodetic Survey in November 1997.
 KN0462
 KN0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0462
 KN0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0462.GEOID18 height accuracy estimate available here.
 KN0462
 KN0462.Click photographs - Photos may exist for this station.
 KN0462
 KN0462.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0462
 KN0462. The following values were computed from the NAD 83(1994) position.
 KN0462
 KN0462;                    North         East     Units Scale Factor Converg.
 KN0462;SPC UT C     - 2,147,079.601   611,142.563   MT  0.99990396   +0 49 46.7
 KN0462;SPC UT C     - 7,044,210.32  2,005,056.89   sFT  0.99990396   +0 49 46.7
 KN0462;UTM  12      - 4,389,314.499   568,216.679   MT  0.99965729   +0 30 26.6
 KN0462
 KN0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0462!SPC UT C     -   0.99959820  x   0.99990396  =   0.99950220
 KN0462!UTM  12      -   0.99959820  x   0.99965729  =   0.99925563
 KN0462
 KN0462:                Primary Azimuth Mark                     Grid Az
 KN0462:SPC UT C     -  BRUIN                                    265 44 05.3
 KN0462:UTM  12      -  BRUIN                                    266 03 25.4
 KN0462
 KN0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ6821689314(NAD 83)
 KN0462
 KN0462|---------------------------------------------------------------------|
 KN0462| PID    Reference Object                     Distance      Geod. Az  |
 KN0462|                                                           dddmmss.s |
 KN0462| KN0464 BRUIN                               APPROX.12.3 KM 2663352.0 |
 KN0462|---------------------------------------------------------------------|
 KN0462
 KN0462                          SUPERSEDED SURVEY CONTROL
 KN0462
 KN0462  NAD 83(1993)-  39 39 03.25951(N)    110 12 17.53224(W) AD(       ) 3
 KN0462  NAD 83(1986)-  39 39 03.24871(N)    110 12 17.53227(W) AD(       ) 3
 KN0462  NAD 27      -  39 39 03.37631(N)    110 12 14.98175(W) AD(       ) 3
 KN0462  NGVD 29 (07/19/86) 2578.0    (m)         8458.     (f) VERT ANG       
 KN0462
 KN0462.Superseded values are not recommended for survey control.
 KN0462
 KN0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0462.See file dsdata.pdf to determine how the superseded data were derived.
 KN0462
 KN0462_MARKER: DD = SURVEY DISK
 KN0462_SETTING: 80 = SET IN A BOULDER
 KN0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0462+STABILITY: SURFACE MOTION
 KN0462
 KN0462  HISTORY     - Date     Condition        Report By
 KN0462  HISTORY     - 1953     MONUMENTED       USGS
 KN0462
 KN0462                          STATION DESCRIPTION
 KN0462
 KN0462'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 KN0462'LOCATED ABOUT 50 MI. SSW. OF ROOSEVELT, 23 MI. SW. OF CONFLUENCE OF
 KN0462'MINNIE MAUD CREEK AND GREEN RIVER, ON LARGE CLEAR FLATS S. OF JACK
 KN0462'CANYON, N. OF FLAT CANYON AND NEAR HEAD OF BISHOP CANYON, ON HIGHEST
 KN0462'POINT ABOUT 0.25 MI. W. OF FENCED PASTURE, ABOUT 800 FT. NW. OF LOCAL
 KN0462'SUMMIT OF RD., 211 FT. SW. OF LONE BUSHY TREE NEAR TOP AND ABOUT 100
 KN0462'FT. E. OF POINT OF SMALL RIM.  THERE IS A CABIN ABOUT 0.5 MI. SE. OF
 KN0462'STATION.
 KN0462'
 KN0462'TO REACH FROM POST OFFICE AT SUNNYSIDE, GO N. ON RD. UP WHITMORE AND
 KN0462'WATER CANYONS 9.6 MI. TO SUMMIT OF MT. BRUIN, FROM SUMMIT OF MT.
 KN0462'BRUIN, FIRST A LEFT AND THEN A RIGHT FORK OF RDS., WITHIN 100 YDS.
 KN0462'OF SUMMIT, TRAVEL 0.9 MI. N. TO RD. JUNCTION, TAKE RIGHT FORK 1.8
 KN0462'MI. SE. ALONG RANGE CREEK DIVIDE TO RD. JUNCTION, TAKE RIGHT FORK
 KN0462'1.7 MI. SE. TO RD. JUNCTION, TAKE LEFT FORK 5.8 MI. NE. DOWN BISHOP
 KN0462'RIDGE, GO W. CROSS-COUNTRY 0.1 MI. TO HIGHEST POINT ON RIDGE AND
 KN0462'STATION.
 KN0462'
 KN0462'STATION MARK--STANDARD TABLET, STAMPED ---JACK 1953---, CEMENTED IN
 KN0462'DRILL HOLE IN EMBEDDED BOULDER.
 KN0462'
 KN0462'REFERENCE MARK NO. 1--A NAIL, CEMENTED IN DRILL HOLE IN EMBEDDED
 KN0462'ROCK FLUSH WITH GROUND WITH A ONE (1) PRINTED IN THE CEMENT.
 KN0462'
 KN0462'REFERENCE MARK NO. 2--A NAIL, CEMENTED IN DRILL HOLE IN EMBEDDED
 KN0462'ROCK FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AH7051 ***********************************************************************
 AH7051  DESIGNATION -  JACKSON
 AH7051  PID         -  AH7051
 AH7051  STATE/COUNTY-  UT/BOX ELDER
 AH7051  COUNTRY     -  US
 AH7051  USGS QUAD   -  JACKSON SPRING (2018)
 AH7051
 AH7051                         *CURRENT SURVEY CONTROL
 AH7051  ______________________________________________________________________
 AH7051* NAD 83(1994) POSITION- 41 26 52.38266(N) 114 01 32.00005(W)   ADJUSTED
 AH7051* NAVD 88 ORTHO HEIGHT -  1871.9   (meters)     6141.    (feet) VERTCON3
 AH7051  ______________________________________________________________________
 AH7051  GEOID HEIGHT    -        -16.401 (meters)                     GEOID18
 AH7051  LAPLACE CORR    -         -4.23  (seconds)                    DEFLEC18
 AH7051  HORZ ORDER      -  THIRD
 AH7051
 AH7051.The horizontal coordinates were established by classical geodetic methods
 AH7051.and adjusted by the National Geodetic Survey in January 1999.
 AH7051
 AH7051.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH7051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH7051
 AH7051.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH7051.GEOID18 height accuracy estimate available here.
 AH7051
 AH7051.Click photographs - Photos may exist for this station.
 AH7051
 AH7051.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH7051
 AH7051. The following values were computed from the NAD 83(1994) position.
 AH7051
 AH7051;                    North         East     Units Scale Factor Converg.
 AH7051;SPC UT N     - 1,126,838.426   288,994.386   MT  0.99996274   -1 39 54.9
 AH7051;SPC UT N     - 3,696,969.07    948,142.41   sFT  0.99996274   -1 39 54.9
 AH7051;UTM  11      - 4,592,749.588   748,468.296   MT  1.00035983   +1 58 11.7
 AH7051;UTM  12      - 4,592,897.719   247,261.675   MT  1.00038617   -2 00 13.6
 AH7051
 AH7051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7051!SPC UT N     -   0.99970905  x   0.99996274  =   0.99967180
 AH7051!UTM  11      -   0.99970905  x   1.00035983  =   1.00006877
 AH7051!UTM  12      -   0.99970905  x   1.00038617  =   1.00009510
 AH7051
 AH7051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF4846892749(NAD 83)
 AH7051
 AH7051                          SUPERSEDED SURVEY CONTROL
 AH7051
 AH7051  NGVD 29 (01/22/99) 1870.8    (m)         6138.     (f) VERT ANG       
 AH7051
 AH7051.Superseded values are not recommended for survey control.
 AH7051
 AH7051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7051.See file dsdata.pdf to determine how the superseded data were derived.
 AH7051
 AH7051_MARKER: Z = SEE DESCRIPTION
 AH7051_SETTING: 0 = UNSPECIFIED SETTING
 AH7051_PROJECTION: FLUSH
 AH7051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH7051
 AH7051  HISTORY     - Date     Condition        Report By
 AH7051  HISTORY     - 1939     MONUMENTED       USGS
 AH7051
 AH7051                          STATION DESCRIPTION
 AH7051
 AH7051'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 AH7051'LOCATED 13.2 MI. N. OF, THENCE 8.6 MI. E. OF MONTELLO, NEVADA, ABOUT
 AH7051'4.5 MI. (AIRLINE) SE. OF JACKSON MINE, ON A PROMINENT, BARE, GRAY
 AH7051'KNOLL ON DIVIDE BETWEEN THOUSAND SPRINGS CREEK AND KILGORE BASIN.
 AH7051'TO REACH FROM MONTELLO P.O. DRIVE NE. ON RD. PARALLELING S.P. TRACKS 7
 AH7051'MI. TO ABANDONED TOWN OF TECOMA, TAKE LEFT FORK N. (JACKSON MINE
 AH7051'ROAD), BETWEEN EASTBOUND AND WESTBOUND TRACKS.  ABOUT 200 FT. AFTER
 AH7051'CROSSING N. TRACK TAKE RIGHT FORK CROSSING DAM.  AT 3.7 MI. FROM
 AH7051'TECOMA TAKE RIGHT FORK, DRIVE 0.7 MI.(N.) AND TAKE RIGHT FORK, DRIVE
 AH7051'0.9 MI. AND TAKE LEFT FORK, DRIVE 2.1 MI. AND TAKE RIGHT FORK, DRIVE
 AH7051'0.2 MI. AND CONTINUE STRAIGHT AHEAD AT CROSSROAD, DRIVE 1.3 MI. AND
 AH7051'CONTINUE STRAIGHT AHEAD AT CROSSROAD, DRIVE 1.9 MI. NE. UP RAVINE TO
 AH7051'SADDLE ON DIVIDE AND TURN RIGHT SE. LEAVING ROAD AT PP ---STAMPED
 AH7051'---GWM 21 1939 5761, AND FOLLOW ALONG RIDGE WITH TRUCK 1.7 MI. TO
 AH7051'HIGHEST POINT AND STATION.
 AH7051'STATION MARK-STANDARD TABLET---STAMPED---JACKSON 1939 CEMENTED ON
 AH7051'INCLINE IN LOW LEDGE.
 AH7051'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET ---STAMPED---NO 1 1939
 AH7051'CEMENTED IN LEDGE ON SW. SLOPE 24.21 FT. FROM STATION MARK.
 AH7051'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET ---STAMPED---NO 2 1939
 AH7051'CEMENTED IN LEDGE ON W. SLOPE 37.76 FT. FROM STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0833 ***********************************************************************
 HN0833  DESIGNATION -  JACOBS CHAIR
 HN0833  PID         -  HN0833
 HN0833  STATE/COUNTY-  UT/SAN JUAN
 HN0833  COUNTRY     -  US
 HN0833  USGS QUAD   -  JACOBS CHAIR (2017)
 HN0833
 HN0833                         *CURRENT SURVEY CONTROL
 HN0833  ______________________________________________________________________
 HN0833* NAD 83(1994) POSITION- 37 43 52.04232(N) 110 11 46.29548(W)   ADJUSTED
 HN0833* NAVD 88 ORTHO HEIGHT -  2075.1   (meters)     6808.    (feet) VERTCON3
 HN0833  ______________________________________________________________________
 HN0833  GEOID HEIGHT    -        -20.426 (meters)                     GEOID18
 HN0833  LAPLACE CORR    -          9.36  (seconds)                    DEFLEC18
 HN0833  HORZ ORDER      -  SECOND
 HN0833
 HN0833.The horizontal coordinates were established by classical geodetic methods
 HN0833.and adjusted by the National Geodetic Survey in November 1997.
 HN0833
 HN0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0833
 HN0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0833.GEOID18 height accuracy estimate available here.
 HN0833
 HN0833.Click photographs - Photos may exist for this station.
 HN0833
 HN0833.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0833
 HN0833. The following values were computed from the NAD 83(1994) position.
 HN0833
 HN0833;                    North         East     Units Scale Factor Converg.
 HN0833;SPC UT S     - 3,118,938.022   614,924.137   MT  0.99995172   +0 47 55.8
 HN0833;SPC UT S     -10,232,715.83  2,017,463.61   sFT  0.99995172   +0 47 55.8
 HN0833;UTM  12      - 4,176,287.280   570,829.567   MT  0.99966179   +0 29 30.9
 HN0833
 HN0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0833!SPC UT S     -   0.99967768  x   0.99995172  =   0.99962942
 HN0833!UTM  12      -   0.99967768  x   0.99966179  =   0.99933958
 HN0833
 HN0833:                Primary Azimuth Mark                     Grid Az
 HN0833:SPC UT S     -  P 115                                    163 57 53.6
 HN0833:UTM  12      -  P 115                                    164 16 18.5
 HN0833
 HN0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG7082976287(NAD 83)
 HN0833
 HN0833|---------------------------------------------------------------------|
 HN0833| PID    Reference Object                     Distance      Geod. Az  |
 HN0833|                                                           dddmmss.s |
 HN0833| HN0053 P 115                               APPROX. 9.5 KM 1644549.4 |
 HN0833| CM7508 JACOBS CHAIR RM 2                     6.196 METERS 18504     |
 HN0833| CM7507 JACOBS CHAIR RM 1                    10.774 METERS 26151     |
 HN0833|---------------------------------------------------------------------|
 HN0833
 HN0833                          SUPERSEDED SURVEY CONTROL
 HN0833
 HN0833  NAD 83(1986)-  37 43 52.03637(N)    110 11 46.29590(W) AD(       ) 2
 HN0833  NAD 27      -  37 43 52.07063(N)    110 11 43.81073(W) AD(       ) 2
 HN0833  NGVD 29 (07/19/86) 2074.1    (m)         6805.     (f) VERT ANG       
 HN0833
 HN0833.Superseded values are not recommended for survey control.
 HN0833
 HN0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0833.See file dsdata.pdf to determine how the superseded data were derived.
 HN0833
 HN0833_MARKER: DB = BENCH MARK DISK
 HN0833_SETTING: 66 = SET IN ROCK OUTCROP
 HN0833_STAMPING: JACOBS CHAIR 1952
 HN0833_MARK LOGO: USGS
 HN0833_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0833+STABILITY: POSITION/ELEVATION WELL
 HN0833
 HN0833  HISTORY     - Date     Condition        Report By
 HN0833  HISTORY     - 1952     MONUMENTED       USGS
 HN0833  HISTORY     - 1963     GOOD             CGS
 HN0833
 HN0833                          STATION DESCRIPTION
 HN0833
 HN0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0833'THE STATION IS LOCATED ABOUT 45 MILES NORTHWEST OF MEXICAN
 HN0833'HAT, 40 MILES WEST OF BLANDING, 14-1/2 MILES EAST SOUTHEAST
 HN0833'OF THE SMALL TOWN OF HITE ON THE COLORADO RIVER ON THE HIGHEST
 HN0833'POINT OF A PROMINENT, SANDSTONE MONOLITH KNOWN AS JACOBS CHAIR.
 HN0833'
 HN0833'TO REACH THE STATION BY HELICOPTER FROM HITE FLY EAST SOUTHEAST
 HN0833'ON A TRUE COURSE OF 111 DEGREES FOR ABOUT 14-1/2 MILES TO THE
 HN0833'TOP OF THE BUTTE AND THE STATION.  LANDING WAS MADE AT A LEVEL
 HN0833'SPOT 50 YARDS WEST OF THE STATION.  THE WALLS OF THE BUTTE
 HN0833'ARE VERTICAL AND THERE IS NO OTHER FEASIBLE WAY TO REACH THE
 HN0833'STATION EXPECT BY HELICOPTER.
 HN0833'
 HN0833'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 HN0833'JACOBS CHAIR 1952, CEMENTED IN A DRILL HOLE IN BEDROCK ON THE
 HN0833'HIGHEST AND EAST ONE OF TWO HIGH POINTS ON THE TOP OF THE BUTTE.
 HN0833'
 HN0833'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 HN0833'DISK, STAMPED NO 1 1952, CEMENTED IN A DRILL HOLE IN BEDROCK
 HN0833'ON THE WEST ONE OF THE TWO HIGHEST POINTS.  THIS MARK WAS
 HN0833'FOUND LOOSE IN THE DRILL HOLE AND WAS RESET IN APPROXIMATELY
 HN0833'THE SAME POSITION.
 HN0833'
 HN0833'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 HN0833'DISK, STAMPED NO 2 1952, CEMENTED IN A DRILL HOLE IN BEDROCK
 HN0833'ON THE SOUTH EDGE OF THE BUTTE ABOUT 5 FEET LOWER THAN THE
 HN0833'STATION.  IT IS 7 FEET NORTH OF THE SOUTH EDGE OF THE BUTTE.
 HN0833'
 HN0833'NO AZIMUTH MARK ESTABLISHED FOR THIS STATION.  STATION B.M.
 HN0833'P 115 WILL SERVE AS THE AZIMUTH.
 HN0833'
 HN0833'NOTE--THE ROCK THE STATION MARK IS SET IN IS ONLY FAIRLY
 HN0833'STABLE.  WITH TO MUCH ABUSE IT MAY NOT SUPPORT A TRIPOD WITH
 HN0833'THE REQUIRED STABILITY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0923 ***********************************************************************
 LO0923  DESIGNATION -  JAKE
 LO0923  PID         -  LO0923
 LO0923  STATE/COUNTY-  UT/SALT LAKE
 LO0923  COUNTRY     -  US
 LO0923  USGS QUAD   -  MIDVALE (2017)
 LO0923
 LO0923                         *CURRENT SURVEY CONTROL
 LO0923  ______________________________________________________________________
 LO0923* NAD 83(1994) POSITION- 40 37 03.49933(N) 111 59 47.69412(W)   ADJUSTED
 LO0923* NAVD 88 ORTHO HEIGHT -  1409.5   (meters)     4624.    (feet) VERTCON3
 LO0923  ______________________________________________________________________
 LO0923  GEOID HEIGHT    -        -17.258 (meters)                     GEOID18
 LO0923  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 LO0923  HORZ ORDER      -  FIRST
 LO0923
 LO0923.This mark is at Salt Lake City #2 Airport (U42)
 LO0923
 LO0923.The horizontal coordinates were established by classical geodetic methods
 LO0923.and adjusted by the National Geodetic Survey in November 1997.
 LO0923
 LO0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0923
 LO0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0923.GEOID18 height accuracy estimate available here.
 LO0923
 LO0923.Click photographs - Photos may exist for this station.
 LO0923
 LO0923.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0923
 LO0923. The following values were computed from the NAD 83(1994) position.
 LO0923
 LO0923;                    North         East     Units Scale Factor Converg.
 LO0923;SPC UT C     - 2,253,726.680   457,980.045   MT  0.99999211   -0 19 05.2
 LO0923;SPC UT C     - 7,394,101.62  1,502,556.20   sFT  0.99999211   -0 19 05.2
 LO0923;UTM  12      - 4,496,790.033   415,702.816   MT  0.99968747   -0 38 55.8
 LO0923
 LO0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0923!SPC UT C     -   0.99978165  x   0.99999211  =   0.99977376
 LO0923!UTM  12      -   0.99978165  x   0.99968747  =   0.99946919
 LO0923
 LO0923:                Primary Azimuth Mark                     Grid Az
 LO0923:SPC UT C     -  2S1W 3010                                183 54 40.1
 LO0923:UTM  12      -  2S1W 3010                                184 14 30.7
 LO0923
 LO0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1570296790(NAD 83)
 LO0923
 LO0923|---------------------------------------------------------------------|
 LO0923| PID    Reference Object                     Distance      Geod. Az  |
 LO0923|                                                           dddmmss.s |
 LO0923| CM4946 JAKE RM 1                            10.837 METERS 00300     |
 LO0923| LO0959 KEARNS CO CONSERVANCY LGST TK       APPROX. 3.5 KM 0461642.5 |
 LO0923| CM4947 JAKE RM 2                            18.737 METERS 05232     |
 LO0923| LO0924 2S1W 3010                           APPROX. 0.9 KM 1833534.9 |
 LO0923| LO0925 AIRPORT BCN SALT LAKE NO 2 APT      230.071 METERS 33841     |
 LO0923|---------------------------------------------------------------------|
 LO0923
 LO0923                          SUPERSEDED SURVEY CONTROL
 LO0923
 LO0923  NAD 83(1993)-  40 37 03.49866(N)    111 59 47.69245(W) AD(       ) 1
 LO0923  NAD 83(1986)-  40 37 03.48849(N)    111 59 47.68613(W) AD(       ) 1
 LO0923  NAD 27      -  40 37 03.67786(N)    111 59 44.90985(W) AD(       ) 1
 LO0923  NGVD 29 (07/19/86) 1408.5    (m)         4621.     (f) VERT ANG       
 LO0923
 LO0923.Superseded values are not recommended for survey control.
 LO0923
 LO0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0923.See file dsdata.pdf to determine how the superseded data were derived.
 LO0923
 LO0923_MARKER: DH = HORIZONTAL CONTROL DISK
 LO0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0923_STAMPING: JAKE 1973
 LO0923_MARK LOGO: NGS
 LO0923_PROJECTION: RECESSED 3 CENTIMETERS
 LO0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0923+STABILITY: SURFACE MOTION
 LO0923
 LO0923  HISTORY     - Date     Condition        Report By
 LO0923  HISTORY     - 1973     MONUMENTED       NGS
 LO0923
 LO0923                          STATION DESCRIPTION
 LO0923
 LO0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0923'RM 1 TO RM 2 NO MEASURMENT DUE TO A STRUCTURE ON LINE
 LO0923'
 LO0923'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHWEST OF JORDAN,
 LO0923'3 MILES SOUTH OF KEARNS, 7 MILES SOUTHWEST OF MURRAY AND
 LO0923'7.5 MILES NORTH-NORTHEAST OF COPPERTON.  IT IS IN THE SW 1/4
 LO0923'SEC 30 T2S R1W AND ON THE PROPERTY OF THE SALT LAKE
 LO0923'MUNICIPAL AIRPORT NUMBER 2.
 LO0923'
 LO0923'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 68 AND STATE HIGHWAY
 LO0923'48, GO WEST ON STATE HIGHWAY 48 FOR 1.7 MILES TO A SIDE
 LO0923'ROAD LEFT (3220 SOUTH).  CONTINUE WEST ON STATE HIGHWAY 48
 LO0923'FOR 1.1 MILES TO A FORK.  KEEP THE RIGHT FORK AND CONTINUE WEST
 LO0923'ON THE PAVED ROAD FOR 0.5 MILE TO THE SALT LAKE COUNTY
 LO0923'MARK 2S 1W 3010 (SL CO) IN THE MIDDLE OF A PAVED ROAD AND A
 LO0923'SIDE PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH ON THE PAVED
 LO0923'ROAD FOR 0.75 MILE TO A SIDE ROAD RIGHT AND GATE.  PASS
 LO0923'THROUGH THE GATE AND GO EAST FOR 0.15 MILE TO THE AIRPORT RUNWAY.
 LO0923'TURN RIGHT AND GO SOUTH ALONG THE WEST SIDE OF RUNWAY FOR 0.3
 LO0923'MILE TO A GRAVEL SIDE ROAD RIGHT, JUST BEYOND THE AIRPLANE PARKING
 LO0923'AREA.  TURN RIGHT AND GO WEST ON THE GRAVEL ROAD FOR 0.05
 LO0923'MILE TO THE STATION ON RIGHT.
 LO0923'
 LO0923'STATION MARK IS A STANDARD DISK STAMPED JAKE 1973, CEMENTED IN THE
 LO0923'TOP OF A 10-INCH ROUND CONCRETE POST THAT IS 1 INCH BELOW THE
 LO0923'GROUND SURFACE.  IT IS 34 FEET NORTH OF CENTER OF THE GRAVEL ROAD,
 LO0923'11.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CONCRETE PAD.
 LO0923'
 LO0923'STATION MARK 1 IS A STANDARD DISK STAMPED JAKE NO 1 1973, CEMENTED
 LO0923'IN A DRILL HOLE IN A CONCRETE FOUNDATION.  IT IS 12 INCHES ABOVE
 LO0923'THE PAD SURFACE, PAD IS ABOUT 2 INCHES ABOVE THE GROUND.  IT
 LO0923'IS 68 FEET NORTH OF CENTER OF THE GRAVEL ROAD, 24 FEET NORTH
 LO0923'OF THE SOUTHWEST CORNER OF THE CONCRETE PAD AND ABOUT 15 INCHES
 LO0923'HIGHER IN ELEVATION THAN THE STATION.
 LO0923'
 LO0923'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JAKE NO 2 1973,
 LO0923'CEMENTED IN A DRILL HOLE IN A CONCRETE FOUNDATION, WHICH IS
 LO0923'12 INCHES ABOVE THE CONCRETE PAD.  IT IS 66 FEET NORTH OF
 LO0923'CENTER OF THE GRAVEL ROAD, 55 FEET NORTHEAST OF THE SOUTHWEST
 LO0923'CORNER OF THE CONCRETE PAD.  IT IS ABOUT 15 INCHES HIGHER
 LO0923'IN ELEVATION THAN THE STATION.
 LO0923'
 LO0923'2S 1W 3010 (SL CO) IS A SALT LAKE COUNTY DISK STAMPED 2S 1W
 LO0923'3010, CEMENTED IN A ROUND CONCRETE POST THAT IS 4 INCHES BELOW THE
 LO0923'ROAD SURFACE, WITH CAST IRON RING
 LO0923'AND LID OVER TOP.  IT IS 71 FEET SOUTHWEST OF A STEEL FENCE POST,
 LO0923'44 FEET FEET SOUTHEAST OF A POWER POLE AND IN THE MIDDLE OF THE
 LO0923'INTERSECTION.  THIS WILL SERVE AS AN AZIMUTH MARK.
 LO0923'
 LO0923'ELECTRONIC DISTANCE ABOVE REDUCED TO SEA LEVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AB5958 ***********************************************************************
 AB5958  DESIGNATION -  JEAN
 AB5958  PID         -  AB5958
 AB5958  STATE/COUNTY-  UT/CACHE
 AB5958  COUNTRY     -  US
 AB5958  USGS QUAD   -  BOULDER MOUNTAIN (2017)
 AB5958
 AB5958                         *CURRENT SURVEY CONTROL
 AB5958  ______________________________________________________________________
 AB5958* NAD 83(1994) POSITION- 41 44 33.55987(N) 111 32 13.56266(W)   ADJUSTED
 AB5958* NAVD 88 ORTHO HEIGHT -  2456.7   (meters)     8060.    (feet) VERTCON3
 AB5958  ______________________________________________________________________
 AB5958  GEOID HEIGHT    -        -14.707 (meters)                     GEOID18
 AB5958  LAPLACE CORR    -          4.05  (seconds)                    DEFLEC18
 AB5958  HORZ ORDER      -  THIRD
 AB5958
 AB5958.The horizontal coordinates were established by classical geodetic methods
 AB5958.and adjusted by the National Geodetic Survey in November 1997.
 AB5958
 AB5958.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB5958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB5958
 AB5958.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5958.GEOID18 height accuracy estimate available here.
 AB5958
 AB5958.Click photographs - Photos may exist for this station.
 AB5958
 AB5958.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB5958
 AB5958. The following values were computed from the NAD 83(1994) position.
 AB5958
 AB5958;                    North         East     Units Scale Factor Converg.
 AB5958;SPC UT N     - 1,156,510.678   496,913.841   MT  0.99999365   -0 01 28.1
 AB5958;SPC UT N     - 3,794,318.78  1,630,291.49   sFT  0.99999365   -0 01 28.1
 AB5958;UTM  12      - 4,621,343.573   455,339.747   MT  0.99962454   -0 21 27.4
 AB5958
 AB5958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5958!SPC UT N     -   0.99961713  x   0.99999365  =   0.99961078
 AB5958!UTM  12      -   0.99961713  x   0.99962454  =   0.99924181
 AB5958
 AB5958_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM5533921343(NAD 83)
 AB5958
 AB5958                          SUPERSEDED SURVEY CONTROL
 AB5958
 AB5958  NAD 83(1993)-  41 44 33.55845(N)    111 32 13.56192(W) AD(       ) 3
 AB5958  NAD 83(1986)-  41 44 33.54856(N)    111 32 13.55050(W) AD(       ) 3
 AB5958  NGVD 29 (08/09/96) 2455.4    (m)         8056.     (f) VERT ANG       
 AB5958
 AB5958.Superseded values are not recommended for survey control.
 AB5958
 AB5958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5958.See file dsdata.pdf to determine how the superseded data were derived.
 AB5958
 AB5958_MARKER: Z = SEE DESCRIPTION
 AB5958_SETTING: 0 = UNSPECIFIED SETTING
 AB5958
 AB5958  HISTORY     - Date     Condition        Report By
 AB5958  HISTORY     - 1960     MONUMENTED       USFS
 AB5958  HISTORY     - 1969     GOOD             USGS
 AB5958
 AB5958                          STATION DESCRIPTION
 AB5958
 AB5958'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 AB5958'LOCATED APPROXIMATELY 19 MI. (AIRLINE) NW. OF RANDOLPH, 15 MI. E. OF
 AB5958'LOGAN, ON A LOW OPEN PEAK ON THE RIDGE BETWEEN LEFT FORK BLACKSMITH
 AB5958'CANYON AND RIGHT FORK LOGAN RIVER, AT THE HEAD OF BEAR HOLLOW.
 AB5958'TO REACH FROM THE HARDWARE RANCH, DRIVE N. ALONG STRAWBERRY VALLEY RD.
 AB5958'FOR 14.8 MI. TO A RD. INTERSECTION AND SIGN --ELK VALLEY GUARD STATION
 AB5958'1 RED BANKS SPR 2--, TURN LEFT AND FOLLOW MAIN RD. FOR 0.5 MI. TO A
 AB5958'RD. INTERSECTION, TURN RIGHT AND PASS THROUGH GATE AND PROCEED FOR 0.1
 AB5958'MI. TO A RD. FORK, TAKE THE LEFT FORK AS PER SIGN --SIDE HILL SPRING--
 AB5958'FOR 2.5 MI. ALONG MAIN TRAVELED RD. TO THE CREST IN RD., GO ABOUT 150
 AB5958'FT. N. OF CREST AND END OF TRUCK TRAVEL.  PACK UP RIDGE ALONG TRAIL TO
 AB5958'CREST OF MAIN RIDGE, THEN PACK S. THROUGH TWO ASPEN GROVES AND A SMALL
 AB5958'TOP JUST PAST SECOND GROVE AND STATION MARK.  ABOUT A 35-MINUTE PACK.
 AB5958'STATION MARK--USFS TABLET STAMPED---JEAN 1960--, SET IN ROCK FLUSH
 AB5958'WITH GROUND.
 AB5958'REFERENCE MARK NO. 1--CHISELED CROSS 17.88 FT. FROM STATION MARK 165
 AB5958'DEGREES SE 55 MINUTES 10 SECONDS.
 AB5958'REFERENCE MARK NO. 2--CHISELED CROSS 21.82 FT. FROM STATION MARK 266
 AB5958'DEGREES SW 02 MINUTES 24 SECONDS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0968 ***********************************************************************
 LO0968  DESIGNATION -  JEEP
 LO0968  PID         -  LO0968
 LO0968  STATE/COUNTY-  UT/DAVIS
 LO0968  COUNTRY     -  US
 LO0968  USGS QUAD   -  BOUNTIFUL PEAK (2017)
 LO0968
 LO0968                         *CURRENT SURVEY CONTROL
 LO0968  ______________________________________________________________________
 LO0968* NAD 83(1994) POSITION- 40 54 57.39387(N) 111 47 37.74708(W)   ADJUSTED
 LO0968* NAVD 88 ORTHO HEIGHT -  2637.9   (meters)     8655.    (feet) VERTCON3
 LO0968  ______________________________________________________________________
 LO0968  GEOID HEIGHT    -        -15.997 (meters)                     GEOID18
 LO0968  LAPLACE CORR    -          8.42  (seconds)                    DEFLEC18
 LO0968  HORZ ORDER      -  FIRST
 LO0968
 LO0968.The horizontal coordinates were established by classical geodetic methods
 LO0968.and adjusted by the National Geodetic Survey in November 1997.
 LO0968
 LO0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0968
 LO0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0968.GEOID18 height accuracy estimate available here.
 LO0968
 LO0968.Click photographs - Photos may exist for this station.
 LO0968
 LO0968.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0968
 LO0968. The following values were computed from the NAD 83(1994) position.
 LO0968
 LO0968;                    North         East     Units Scale Factor Converg.
 LO0968;SPC UT N     - 1,064,739.993   475,248.831   MT  0.99997382   -0 11 37.4
 LO0968;SPC UT N     - 3,493,234.46  1,559,212.21   sFT  0.99997382   -0 11 37.4
 LO0968;SPC UT C     - 2,286,778.248   475,246.273   MT  1.00007705   -0 11 17.6
 LO0968;SPC UT C     - 7,502,538.30  1,559,203.81   sFT  1.00007705   -0 11 17.6
 LO0968;UTM  12      - 4,529,729.276   433,153.585   MT  0.99965500   -0 31 11.8
 LO0968
 LO0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0968!SPC UT N     -   0.99958889  x   0.99997382  =   0.99956272
 LO0968!SPC UT C     -   0.99958889  x   1.00007705  =   0.99966591
 LO0968!UTM  12      -   0.99958889  x   0.99965500  =   0.99924403
 LO0968
 LO0968:                Primary Azimuth Mark                     Grid Az
 LO0968:SPC UT N     -  KEARNS                                   206 35 15.5
 LO0968:SPC UT C     -  KEARNS                                   206 34 55.7
 LO0968:UTM  12      -  KEARNS                                   206 54 49.9
 LO0968
 LO0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3315329729(NAD 83)
 LO0968
 LO0968|---------------------------------------------------------------------|
 LO0968| PID    Reference Object                     Distance      Geod. Az  |
 LO0968|                                                           dddmmss.s |
 LO0968| CM4948 JEEP RM 1                            13.899 METERS 02930     |
 LO0968| CM4949 JEEP RM 2                             8.612 METERS 12157     |
 LO0968| LO0936 KEARNS                              APPROX.33.8 KM 2062338.1 |
 LO0968| MR0699 FRANCIS PK FAA RADAR DOME           APPROX.13.5 KM 3435252.7 |
 LO0968|---------------------------------------------------------------------|
 LO0968
 LO0968                          SUPERSEDED SURVEY CONTROL
 LO0968
 LO0968  NAD 83(1993)-  40 54 57.39392(N)    111 47 37.74688(W) AD(       ) 1
 LO0968  NAD 83(1986)-  40 54 57.38257(N)    111 47 37.73680(W) AD(       ) 1
 LO0968  NAD 27      -  40 54 57.58001(N)    111 47 34.97380(W) AD(       ) 1
 LO0968  NGVD 29 (07/19/86) 2636.7    (m)         8651.     (f) VERT ANG       
 LO0968
 LO0968.Superseded values are not recommended for survey control.
 LO0968
 LO0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0968.See file dsdata.pdf to determine how the superseded data were derived.
 LO0968
 LO0968_MARKER: DD = SURVEY DISK
 LO0968_SETTING: 80 = SET IN A BOULDER
 LO0968
 LO0968  HISTORY     - Date     Condition        Report By
 LO0968  HISTORY     - 1950     MONUMENTED       USGS
 LO0968  HISTORY     - 1973     SEE DESCRIPTION  USGS
 LO0968
 LO0968                          STATION DESCRIPTION
 LO0968
 LO0968'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LO0968'LOCATED ABOUT 4.0 MI. NE. OF BOUNTIFUL, AND 3.5 MI. E. OF CENTERVILLE
 LO0968'ON HIGHEST PART OF RIDGE RUNNING N-S. AND DIRECTLY S. OF HEAD OF
 LO0968'CENTERVILLE CANYON.
 LO0968'
 LO0968'TO REACH FROM L.D.S. TABERNACLE IN BOUNTIFUL, DRIVE 0.3 MI. S. ON
 LO0968'MAIN STREET TO INTERSECTION OF MAIN STREET AND FIFTH STREET S., TURN
 LO0968'E. ON FIFTH STREET S. FOR 1.2 MI. TO T-INTERSECTION, TAKE LEFT FORK
 LO0968'(NE.) FOR 0.35 MI. TO T-INTERSECTION, TAKE LEFT FORK (N.) FOR 0.35
 LO0968'MI. TO YELLOW FOREST SERVICE SIGN AT BEGINNING OF FOREST SERVICE RD.
 LO0968'INTO WASATCH NATIONAL FOREST, TURN RIGHT (E.) UPWARD CANYON (USFS
 LO0968'SIGN) 6.4 MI. TO RD. FORKS AT SADDLE NEAR HEAD OF CENTERVILLE CANYON
 LO0968'(USFS SIGN), TAKE RIGHT FORK AND FOLLOW JEEP RD. E. AND THEN SE. FOR
 LO0968'1.3 MI. TO HIGHEST POINT OF RIDGE SE. OF CENTERVILLE CANYON (USFS
 LO0968'SIGN).  STATION IS ON HIGHEST POINT OF SERIES OF ROCK KNOLLS ABOUT
 LO0968'50 FT. NE. OF CLUMP OF SCRUB PINES ON W. SIDE OF RIDGE.
 LO0968'
 LO0968'STATION MARK--STANDARD TABLET STAMPED ---JEEP 1950--- SET IN BOULDER.
 LO0968'
 LO0968'REFERENCE MARK NO. 1--COPPER NAIL WITH WASHER IN TRUNK OF 8 IN. PINE
 LO0968'TREE, 57.49 FT. FROM STATION MARK.
 LO0968'
 LO0968'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET CEMENTED IN
 LO0968'BOULDER, 28.35 FT. FROM STATION MARK.
 LO0968
 LO0968                          STATION RECOVERY (1973)
 LO0968
 LO0968'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JRS)
 LO0968'THE STATION IS LOCATED ABOUT 4 MILES SOUTH-SOUTHEAST OF
 LO0968'BOUNTIFUL PEAK, 4.5 MILES NORTHEAST OF BOUNTIFUL, 11 MILES
 LO0968'NORTH-NORTHEAST OF THE UTAH STATE CAPITOL DOME IN SALT LAKE
 LO0968'CITY, AND ON THE HIGHEST HILL IN THE AREA.  IT IS ON THE
 LO0968'PROPERTY OF THE U.S. FOREST SERVICE.
 LO0968'
 LO0968'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND CENTER
 LO0968'STREETS IN BOUNTIFUL, GO EAST ON CENTER STREET FOR 0.2 MILE
 LO0968'TO 400 EAST STREET.  TURN RIGHT AND GO SOUTH ON 400 EAST STREET
 LO0968'FOR 0.6 MILE TO 500 SOUTH STREET.  TURN LEFT AND GO EAST ON
 LO0968'500 SOUTH STREET FOR 0.75 MILE TO 1100 EAST STREET.  TURN
 LO0968'LEFT AND GO NORTHERLY ON 1100 EAST STREET FOR 0.1 MILE TO 300
 LO0968'SOUTH STREET.  GO EAST ON 300 SOUTH STREET FOR 0.25 MILE TO
 LO0968'1300 EAST STREET.  TURN LEFT AND GO NORTH ON 1300 EAST
 LO0968'STREET FOR 0.5 MILE TO END OF PAVEMENT.  CONTINUE NORTHEAST
 LO0968'ON THE MAIN GRAVEL ROAD FOR 6.2 MILES TO A SIDE ROAD RIGHT
 LO0968'ON A CURVE.  CONTINUE UPHILL ON THE MAIN GRAVEL ROAD FOR 3.6
 LO0968'MILES TO A SIDE ROAD LEFT AND SIGN ON RIGHT, (BOUNTIFUL PEAK).
 LO0968'CONTINUE NORTH FOR 0.05 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 LO0968'GO SOUTH ON THE DIRT ROAD FOR 0.4 MILE TO A FORK.  TAKE RIGHT
 LO0968'FORK AND GO SOUTHWEST UPHILL FOR 0.25 MILE TO A T-ROAD.  TURN LEFT
 LO0968'AND GO SOUTH FOR 0.45 MILE TO THE TOP OF HILL AND STATION AS
 LO0968'DESCRIBED.
 LO0968'
 LO0968'THE STATION MARK IS STANDARD U.S. GEOLOGICAL SURVEY BENCH
 LO0968'MARK DISK, STAMPED JEEP 1950, CEMENTED IN A DRILL HOLE IN
 LO0968'OUTCROPPING BEDROCK.  IT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND
 LO0968'SURFACE AND IS 4.5 FEET SOUTHWEST OF A SMALL CAIRN, 57.5 FEET
 LO0968'WEST OF THE TRACK ROAD.
 LO0968'
 LO0968'REFERENCE MARK 1 IS A STANDARD NATIONAL GEODETIC SURVEY
 LO0968'REFERENCE DISK STAMPED JEEP USGS NO 1 1973 CEMENTED IN A DRILL
 LO0968'HOLE IN OUTCROPPING BEDROCK.  IT PROJECTS 1 INCH ABOVE THE
 LO0968'GROUND SURFACE AND IS 41.5 FEET NORTHEAST OF A SMALL CAIRN AND
 LO0968'37.5 FEET WEST OF THE TRACK ROAD.
 LO0968'
 LO0968'REFERENCE MARK 2 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 LO0968'DISK STAMPED JEEP 1950 CEMENTED IN A DRILL HOLE IN BEDROCK.  IT
 LO0968'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE AND IS 26.5 FEET
 LO0968'EAST-SOUTHEAST OF A SMALL CAIRN, AND 33 FEET WEST OF THE
 LO0968'TRACK ROAD.
 LO0968'
 LO0968'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0351 ***********************************************************************
 JN0351  DESIGNATION -  JEFFERY
 JN0351  PID         -  JN0351
 JN0351  STATE/COUNTY-  UT/SEVIER
 JN0351  COUNTRY     -  US
 JN0351  USGS QUAD   -  GEYSER PEAK (2017)
 JN0351
 JN0351                         *CURRENT SURVEY CONTROL
 JN0351  ______________________________________________________________________
 JN0351* NAD 83(1994) POSITION- 38 30 44.78742(N) 111 22 56.90006(W)   ADJUSTED
 JN0351* NAVD 88 ORTHO HEIGHT -  2208.2   (meters)     7245.    (feet) VERTCON3
 JN0351  ______________________________________________________________________
 JN0351  GEOID HEIGHT    -        -17.919 (meters)                     GEOID18
 JN0351  LAPLACE CORR    -        -14.11  (seconds)                    DEFLEC18
 JN0351  HORZ ORDER      -  SECOND
 JN0351
 JN0351.The horizontal coordinates were established by classical geodetic methods
 JN0351.and adjusted by the National Geodetic Survey in November 1997.
 JN0351
 JN0351.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0351
 JN0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0351.GEOID18 height accuracy estimate available here.
 JN0351
 JN0351.Click photographs - Photos may exist for this station.
 JN0351
 JN0351.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0351
 JN0351. The following values were computed from the NAD 83(1994) position.
 JN0351
 JN0351;                    North         East     Units Scale Factor Converg.
 JN0351;SPC UT C     - 2,019,892.456   510,252.171   MT  1.00016250   +0 04 31.0
 JN0351;SPC UT C     - 6,626,930.50  1,674,052.33   sFT  1.00016250   +0 04 31.0
 JN0351;SPC UT S     - 3,204,866.617   510,250.834   MT  1.00003203   +0 04 19.2
 JN0351;SPC UT S     -10,514,633.23  1,674,047.94   sFT  1.00003203   +0 04 19.2
 JN0351;UTM  12      - 4,262,743.198   466,654.915   MT  0.99961369   -0 14 17.4
 JN0351
 JN0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0351!SPC UT C     -   0.99965645  x   1.00016250  =   0.99981889
 JN0351!SPC UT S     -   0.99965645  x   1.00003203  =   0.99968846
 JN0351!UTM  12      -   0.99965645  x   0.99961369  =   0.99927027
 JN0351
 JN0351:                Primary Azimuth Mark                     Grid Az
 JN0351:SPC UT C     -  JEFFERY AZ MK                            279 39 39.4
 JN0351:SPC UT S     -  JEFFERY AZ MK                            279 39 51.2
 JN0351:UTM  12      -  JEFFERY AZ MK                            279 58 27.8
 JN0351
 JN0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH6665462743(NAD 83)
 JN0351
 JN0351|---------------------------------------------------------------------|
 JN0351| PID    Reference Object                     Distance      Geod. Az  |
 JN0351|                                                           dddmmss.s |
 JN0351| CM4951 JEFFERY RM 1                          9.644 METERS 06436     |
 JN0351| CM4950 JEFFERY AZ MK                                      2794410.4 |
 JN0351| CM4952 JEFFERY RM 2                          8.018 METERS 34752     |
 JN0351|---------------------------------------------------------------------|
 JN0351
 JN0351                          SUPERSEDED SURVEY CONTROL
 JN0351
 JN0351  NAD 83(1986)-  38 30 44.77959(N)    111 22 56.89552(W) AD(       ) 2
 JN0351  NAD 27      -  38 30 44.86100(N)    111 22 54.26300(W) AD(       ) 2
 JN0351  NGVD 29 (07/19/86) 2207.0    (m)         7241.     (f) VERT ANG       
 JN0351
 JN0351.Superseded values are not recommended for survey control.
 JN0351
 JN0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0351.See file dsdata.pdf to determine how the superseded data were derived.
 JN0351
 JN0351_MARKER: DS = TRIANGULATION STATION DISK
 JN0351_SETTING: 80 = SET IN A BOULDER
 JN0351
 JN0351  HISTORY     - Date     Condition        Report By
 JN0351  HISTORY     - 1938     MONUMENTED       CGS
 JN0351
 JN0351                          STATION DESCRIPTION
 JN0351
 JN0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JN0351'LOCATED ABOUT 31 MILES S BY W OF EMERY, 15 MILES ENE OF LOA,
 JN0351'AND 2.75 MILES S OF JEFFERY RANCH, AND ABOUT 1/2 MILE N OF
 JN0351'WAYNE COUNTY LINE, ON A SMALL JUNIPER-COVERED KNOLL ON A RED
 JN0351'SANDSTONE-RIMMED BENCH THAT EXTENDS DOWN FROM THOUSAND LAKE
 JN0351'MT.  KNOLL SLOPES OFF GENTLY TO N, E, AND W, AND DROPS OFF
 JN0351'SHARPLY INTO A DEEP VARI-COLORED, WEATHERED CANYON ON S.
 JN0351'STATION IS ABOUT 12 FEET N OF N RIM OF THIS CANYON, ON HIGHEST
 JN0351'POINT OF KNOLL.
 JN0351'
 JN0351'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 JN0351'DISKS IN BOULDERS AS DESCRIBED.
 JN0351'
 JN0351'REACHED FROM EMERY BY GOING S ON UTAH 10, 15.8 MILES TO JUNCTION
 JN0351'WITH UTAH 72 AT A SIGN FISH LAKE 45 MILES.  THENCE TURN L
 JN0351'ON UTAH 72 AND GO SOUTHERLY 24 MILES TO A SIDE ROAD L AT A
 JN0351'SIGN ELKHORN R.S.9, THOUSAND LAKE MT.  THENCE TURN L ON
 JN0351'GRADED DIRT ROAD AND GO EASTERLY UP MOUNTAIN 3.3 MILES TO
 JN0351'A FORK.  HERE TAKE R FORK AND GO SOUTHEASTERLY 1.4 MILES TO
 JN0351'A FORK AT A SIGN JEFFERY RANCH 9.  THENCE TAKE L FORK AND GO
 JN0351'EASTERLY ON MAIN GRADED ROAD UP RIDGE AND DOWN EASTERN SLOPE
 JN0351'OF MOUNTAIN 8.3 MILES TO JEFFERY RANCH BUILDINGS AND CORRALS.
 JN0351'HERE LEAVE ROAD AND TURN SHARP R, FIND A CONVENIENT PLACE TO
 JN0351'DRIVE TRUCK OVER LOW BANK OF A BROAD WASH AND GO SOUTHERLY
 JN0351'UP BOTTOM OF WASH, KEEPING L WASH WHERE WASHES BRANCH, 0.5
 JN0351'MILE TO A PLACE WHERE A TRACK ROAD HAS BEEN WORN UP
 JN0351'SIX-FOOT SLOPE OF R BANK ON WASH.  HERE LEAVE WASH AND
 JN0351'FOLLOW OLD TRACK ROAD SOUTHERLY UP WHAT IS FIRST A GENTLE SLOPE
 JN0351'AND THEN A STEEP ROCKY GRADE 2.0 MILES TO A WOODEN GATE.
 JN0351'THENCE GO THRU GATE AND CONTINUE S ON TRACK ROAD ABOUT 50 YARDS TO
 JN0351'A FORK.  HERE TAKE L FORK 0.3 MILE ACROSS W END OF AN
 JN0351'OPENING TO A CORRAL.  FROM HERE STATION IS 0.25 MILE TO
 JN0351'ESE AND AZIMUTH MARK IS 0.3 MILE W BY S.  TO REACH AZIMUTH
 JN0351'MARK TURN SHARP R AND GO 0.3 MILE W BY S TO W EDGE OF
 JN0351'CLEARING.  MARK IS ABOUT 20 FEET E OF FIRST TREE AT EDGE OF
 JN0351'CLEARING.  TO REACH STATION FROM CORRAL GO SE 0.25 MILE THRU
 JN0351'JUNIPER TIMBER DOWN INTO A SHALLOW DIP AND UP TO TOP
 JN0351'OF A SMALL KNOLL AT EDGE OF A DEEP CANYON AND STATION.
 JN0351'
 JN0351'NOTE--RECONNAISSANCE DESCRIPTION PLACES STATION AT 30 MILES
 JN0351'SSE OF EMERY.  THIS ERROR IS CORRECTED HEREIN.  ALSO RECONNAISSANCE
 JN0351'DESCRIPTION MENTIONS A TRACK ROAD IN ABOVE-MENTIONED WASH.
 JN0351'THIS ROAD IS WASHED OUT WITH EVERY RAIN SO IT IS CONSIDERED
 JN0351'ADVISABLE BY OBSERVING PARTY TO IGNORE TRACK ROAD UNTIL AFTER
 JN0351'LEAVING WASH AT POINT MENTIONED ABOVE (0.5 MILE S OF RANCH).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0645 ***********************************************************************
 LN0645  CBN         -  This is a Cooperative Base Network Control Station.
 LN0645  DESIGNATION -  JENSEN
 LN0645  PID         -  LN0645
 LN0645  STATE/COUNTY-  UT/UINTAH
 LN0645  COUNTRY     -  US
 LN0645  USGS QUAD   -  NAPLES (2017)
 LN0645
 LN0645                         *CURRENT SURVEY CONTROL
 LN0645  ______________________________________________________________________
 LN0645* NAD 83(2011) POSITION- 40 26 20.65764(N) 109 24 44.77606(W)   ADJUSTED
 LN0645* NAD 83(2011) ELLIP HT-  1592.218 (meters)        (06/27/12)   ADJUSTED
 LN0645* NAD 83(2011) EPOCH   -  2010.00
 LN0645* NAVD 88 ORTHO HEIGHT -  1609.0   (meters)     5279.    (feet) GPS OBS
 LN0645  ______________________________________________________________________
 LN0645  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LN0645  GEOID HEIGHT    -         -16.49 (meters)                     GEOID93
 LN0645  GEOID HEIGHT    -        -16.863 (meters)                     GEOID18
 LN0645  NAD 83(2011) X  - -1,616,108.536 (meters)                     COMP
 LN0645  NAD 83(2011) Y  - -4,586,011.132 (meters)                     COMP
 LN0645  NAD 83(2011) Z  -  4,116,245.637 (meters)                     COMP
 LN0645  LAPLACE CORR    -          1.42  (seconds)                    DEFLEC18
 LN0645
 LN0645  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LN0645  Standards:
 LN0645         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LN0645            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LN0645  -------------------------------------------------------------------
 LN0645  NETWORK    1.26   2.06           0.59   0.40   1.05     -0.13496770
 LN0645  -------------------------------------------------------------------
 LN0645  Click here for local accuracies and other accuracy information.
 LN0645
 LN0645.The horizontal coordinates were established by GPS observations
 LN0645.and adjusted by the National Geodetic Survey in June 2012.
 LN0645
 LN0645.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LN0645.been affixed to the stable North American tectonic plate. See 
 LN0645.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LN0645
 LN0645.The horizontal coordinates are valid at the epoch date displayed above
 LN0645.which is a decimal equivalence of Year/Month/Day.
 LN0645
 LN0645.The orthometric height was determined by GPS observations and a
 LN0645.high-resolution geoid model.
 LN0645
 LN0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0645.GEOID18 height accuracy estimate available here.
 LN0645
 LN0645.Click photographs - Photos may exist for this station.
 LN0645
 LN0645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LN0645
 LN0645.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0645
 LN0645.The ellipsoidal height was determined by GPS observations
 LN0645.and is referenced to NAD 83.
 LN0645
 LN0645. The following values were computed from the NAD 83(2011) position.
 LN0645
 LN0645;                    North         East     Units Scale Factor Converg.
 LN0645;SPC UT C     - 2,235,848.352   677,093.808   MT  0.99995435   +1 20 14.1
 LN0645;SPC UT C     - 7,335,445.80  2,221,431.94   sFT  0.99995435   +1 20 14.1
 LN0645;UTM  12      - 4,477,701.848   634,644.661   MT  0.99982316   +1 01 47.7
 LN0645
 LN0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0645!SPC UT C     -   0.99975029  x   0.99995435  =   0.99970465
 LN0645!UTM  12      -   0.99975029  x   0.99982316  =   0.99957349
 LN0645
 LN0645:                Primary Azimuth Mark                     Grid Az
 LN0645:SPC UT C     -  JENSEN AZ MK                             146 41 12.8
 LN0645:UTM  12      -  JENSEN AZ MK                             146 59 39.2
 LN0645
 LN0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK3464477701(NAD 83)
 LN0645
 LN0645|---------------------------------------------------------------------|
 LN0645| PID    Reference Object                     Distance      Geod. Az  |
 LN0645|                                                           dddmmss.s |
 LN0645| CP5597 JENSEN RM 1                          31.945 METERS 08050     |
 LN0645| CP5598 JENSEN RM 2                          29.965 METERS 14203     |
 LN0645| CP5596 JENSEN AZ MK                                       1480126.9 |
 LN0645|---------------------------------------------------------------------|
 LN0645
 LN0645                          SUPERSEDED SURVEY CONTROL
 LN0645
 LN0645  NAD 83(2007)-  40 26 20.65725(N)    109 24 44.77668(W) AD(2002.00) 0
 LN0645  ELLIP H (02/10/07) 1592.238  (m)                       GP(2002.00)    
 LN0645  ELLIP H (11/14/01) 1592.242  (m)                       GP(       ) 4 2
 LN0645  NAD 83(1994)-  40 26 20.65660(N)    109 24 44.77591(W) AD(       ) B
 LN0645  ELLIP H (04/21/95) 1592.278  (m)                       GP(       ) 4 1
 LN0645  NAD 83(1986)-  40 26 20.63572(N)    109 24 44.76073(W) AD(       ) 1
 LN0645  NAD 27      -  40 26 20.77600(N)    109 24 42.28300(W) AD(       ) 1
 LN0645  NGVD 29 (12/30/92) 1608.0    (m)  UNKNOWN  model used  GPS OBS        
 LN0645  NGVD 29 (07/19/86) 1609.5    (m)         5281.     (f) VERT ANG       
 LN0645
 LN0645.Superseded values are not recommended for survey control.
 LN0645
 LN0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0645.See file dsdata.pdf to determine how the superseded data were derived.
 LN0645
 LN0645_MARKER: DS = TRIANGULATION STATION DISK
 LN0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0645_STAMPING: JENSEN 1937
 LN0645_MARK LOGO: CGS
 LN0645_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LN0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0645+STABILITY: SURFACE MOTION
 LN0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0645+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2009
 LN0645
 LN0645  HISTORY     - Date     Condition        Report By
 LN0645  HISTORY     - 1937     MONUMENTED       CGS
 LN0645  HISTORY     - 1937     GOOD             CGS
 LN0645  HISTORY     - 1946     GOOD             CGS
 LN0645  HISTORY     - 1955     GOOD             CGS
 LN0645  HISTORY     - 1963     GOOD             CGS
 LN0645  HISTORY     - 1964     GOOD             USGS
 LN0645  HISTORY     - 19920729 GOOD             NOS
 LN0645  HISTORY     - 19940914 GOOD             NGS
 LN0645  HISTORY     - 20091019 GOOD             GEOCAC
 LN0645
 LN0645                          STATION DESCRIPTION
 LN0645
 LN0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LN0645'THIS STATION IS ABOUT 6 MILES E OF VERNAL AND ABOUT 7 MILES
 LN0645'NW OF JENSEN.  THE MARK IS SET ON THE TOP OF A PROMINENT
 LN0645'LOW, FLAT TOPPED MESA WHICH RUNS N AND S ON THE W SIDE OF BRUSH
 LN0645'CREEK.  IT IS ABOUT 0.4 MILE SE OF THE NW EDGE OF THE MESA
 LN0645'ON THE LONGITUDINAL CENTER OF THE SUMMIT, 79 FEET NE OF THE
 LN0645'CENTER LINE OF THE ROAD.
 LN0645'
 LN0645'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARK ARE STANDARD
 LN0645'BRONZE DISKS SET IN CONCRETE.
 LN0645'
 LN0645'REFERENCE MARK NO. 1 IS ESE OF THE STATION ABOUT 100 FEET SW OF
 LN0645'THE NE SLOPE OF THE HILL, AND PROJECTS 4 INCHES.
 LN0645'
 LN0645'REFERENCE MARK NO. 2 IS SE OF THE STATION 60 FEET NE OF THE
 LN0645'CENTER LINE OF THE ROAD, AND PROJECTS 6 INCHES.
 LN0645'
 LN0645'AZIMUTH MARK IS ABOUT 0.4 MILE SSE OF THE STATION ON THE
 LN0645'LONGITUDINAL CENTER OF THE SUMMIT, 100 FEET NE OF THE CENTER
 LN0645'LINE OF THE ROAD AND PROJECTS 5 INCHES.
 LN0645'
 LN0645'TO REACH FROM VERNAL GO N ON STATE HIGHWAY 44 FOR 0.5 MILE
 LN0645'TO CROSSROADS.  HERE TURN RIGHT, E, AND GO 3.4 MILES TO FORK
 LN0645'JUST AFTER CROSSING A SMALL PLANK BRIDGE.  TAKE RIGHT FORK AND
 LN0645'CONTINUE E AND SE 3.0 MILES TO FORK.  TAKE RIGHT FORK AND GO 0.7
 LN0645'MILE TO TOP OF MESA AND STATION.
 LN0645
 LN0645                          STATION RECOVERY (1937)
 LN0645
 LN0645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937
 LN0645'RECOVERED IN GOOD CONDITION.
 LN0645
 LN0645                          STATION RECOVERY (1946)
 LN0645
 LN0645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0645'THE STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED WITH
 LN0645'THE EXCEPTION OF DISTANCES TO REFERENCE MARKS NO. 1 AND NO. 2,
 LN0645'WHICH WAS 104.85 FEET AND 98.31 FEET INSTEAD OF 104.85 METERS
 LN0645'AND 98.31 METERS.  THIS IS CORRECT.
 LN0645'
 LN0645'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF JENSEN,
 LN0645'ABOUT 6 MILES EAST OF VERNAL, ON THE TOP OF A PROMINENT FLAT-TOPPED
 LN0645'LOW MESA, WHICH RUNS NORTH AND SOUTH ON THE WEST SIDE OF BRUSH
 LN0645'CREEK, ABOUT 0.4 MILE SOUTHEAST OF THE NORTHWEST EDGE OF MESA,
 LN0645'ON THE LONGITUDINAL CENTER OF THE SUMMIT, 27 PACES NORTH OF
 LN0645'THE CENTER LINE OF ROAD, SET IN TOP OF A CONCRETE POST WHICH
 LN0645'PROJECTS 8 INCHES AND IS STAMPED--JENSEN 1937.
 LN0645'
 LN0645'REFERENCE MARK NO. 1 IS APPROXIMATELY SAME ELEVATION AS STATION,
 LN0645'54 PACES NORTH OF THE CENTER LINE OF ROAD, SET IN A CONCRETE
 LN0645'POST WHICH PROJECTS 4 INCHES AND IS STAMPED--JENSEN NO 1 1937.
 LN0645'
 LN0645'REFERENCE MARK NO. 2 IS APPROXIMATELY SAME ELEVATION AS STATION,
 LN0645'17 PACES NORTH OF THE CENTER LINE OF ROAD, SET IN A CONCRETE POST
 LN0645'WHICH PROJECTS 10 INCHES AND IS STAMPED--JENSEN NO 2 1937.
 LN0645'
 LN0645'THE AZIMUTH MARK IS 41 PACES EAST OF THE CENTER LINE OF ROAD,
 LN0645'SET IN A CONCRETE POST WHICH PROJECTS 10 INCHES AND IS
 LN0645'STAMPED--JENSEN 1937.
 LN0645'
 LN0645'SURFACE UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 LN0645'DISKS SET IN CONCRETE.
 LN0645'
 LN0645'TO REACH FROM VERNAL, GO NORTH ON STATE HIGHWAY NO. 44 FOR
 LN0645'0.5 MILE TO A CROSSROAD.  TURN RIGHT (E) FOR 5.05 MILES TO A FORK
 LN0645'JUST AFTER CROSSING A SMALL BRIDGE.  TAKE RIGHT FORK FOR 1.2
 LN0645'MILE TO A FORK.  TAKE RIGHT FORK (SE) FOR 0.25 MILE TO A FORK.
 LN0645'TAKE LEFT FORK (MAIN TRAVELED ROAD) FOR 0.5 MILE TO TOP OF
 LN0645'MESA AND STATION ON LEFT AS DESCRIBED.
 LN0645
 LN0645                          STATION RECOVERY (1955)
 LN0645
 LN0645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 LN0645'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LN0645
 LN0645                          STATION RECOVERY (1963)
 LN0645
 LN0645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WTJ)
 LN0645'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LN0645
 LN0645                          STATION RECOVERY (1964)
 LN0645
 LN0645'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LN0645'RECOVERED.
 LN0645'
 LN0645'STATION MARK--STANDARD TABLET, STAMPED ---JENSEN 1937---, SET IN TOP
 LN0645'OF A CONCRETE POST WHICH PROJECTS 8 IN.
 LN0645
 LN0645                          STATION RECOVERY (1992)
 LN0645
 LN0645'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 LN0645'STATION AND RM1 RECOVERED. RM2 WAS NOT FOUND.  AZIMUTH
 LN0645'MARK FOUND TO HAVE BEEN DESTROYED BY VANDALS.
 LN0645'NEW TO REACH FOLLOWS.
 LN0645'FROM THE JUNCTION OF 500 E AND 500 N STREETS NEAR THE EAST END OF
 LN0645'VERNAL PROCEED EAST ON 500 N FOR 3.6 MI (5.79 KM) TO A PAVED ROAD
 LN0645'RIGHT JUST BEYOND A CITY LANDFILL ON LEFT.  TURN RIGHT (SOUTH) THEN
 LN0645'PROCEED 3.45 MI (5.55 KM) TO A GRAVELLED ROAD AT RIGHT WHICH LEADS TO
 LN0645'A WATER TANK AT THE NORTH END OF SUNSHINE BENCH.  TURN RIGHT ONTO
 LN0645'ROAD GO 0.75 MI (1.21 KM) ALONG WEST SIDE OF NORTH END OF BENCH TO
 LN0645'TOP AND A TRACK ROAD AT LEFT LEADING TO WATER TANK.  TURN LEFT TO
 LN0645'STATION ABOUT 80 FT (24.38 M) NORTH OF THE CENTERLINE INTERSECTION OF
 LN0645'TRACK AND GRAVELLED ROADS.
 LN0645
 LN0645                          STATION RECOVERY (1994)
 LN0645
 LN0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 LN0645'RECOVERED AS DESCRIBED.
 LN0645
 LN0645                          STATION RECOVERY (2009)
 LN0645
 LN0645'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LN0645'RM 1 FOUND.  NO EVIDENCE OF RM 2 DETECTED.  AZ FOUND IN POOR CONDITION
 LN0645'WITH THE TOP SIX INCHES OF THE POST BROKEN OFF AND SETTING LOOSE ON
 LN0645'THE BASE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0395 ***********************************************************************
 KO0395  DESIGNATION -  JERICHO UP RR WATER TANK
 KO0395  PID         -  KO0395
 KO0395  STATE/COUNTY-  UT/JUAB
 KO0395  COUNTRY     -  US
 KO0395  USGS QUAD   -  JERICHO (2017)
 KO0395
 KO0395                         *CURRENT SURVEY CONTROL
 KO0395  ______________________________________________________________________
 KO0395* NAD 83(1994) POSITION- 39 44 57.67492(N) 112 12 21.20026(W)   ADJUSTED
 KO0395  ______________________________________________________________________
 KO0395  GEOID HEIGHT    -        -18.059 (meters)                     GEOID18
 KO0395  LAPLACE CORR    -          3.97  (seconds)                    DEFLEC18
 KO0395  HORZ ORDER      -  THIRD
 KO0395
 KO0395.The horizontal coordinates were established by classical geodetic methods
 KO0395.and adjusted by the National Geodetic Survey in November 1997.
 KO0395
 KO0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0395.GEOID18 height accuracy estimate available here.
 KO0395
 KO0395.Click photographs - Photos may exist for this station.
 KO0395
 KO0395.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0395
 KO0395. The following values were computed from the NAD 83(1994) position.
 KO0395
 KO0395;                    North         East     Units Scale Factor Converg.
 KO0395;SPC UT C     - 2,157,443.064   439,508.287   MT  0.99989993   -0 27 07.8
 KO0395;SPC UT C     - 7,078,211.12  1,441,953.44   sFT  0.99989993   -0 27 07.8
 KO0395;UTM  12      - 4,400,633.816   396,688.909   MT  0.99973140   -0 46 16.1
 KO0395
 KO0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK9668800633(NAD 83)
 KO0395
 KO0395                          SUPERSEDED SURVEY CONTROL
 KO0395
 KO0395  NAD 83(1993)-  39 44 57.67717(N)    112 12 21.19222(W) AD(       ) 3
 KO0395  NAD 83(1986)-  39 44 57.66519(N)    112 12 21.18986(W) AD(       ) 3
 KO0395  NAD 27      -  39 44 57.85000(N)    112 12 18.39000(W) AD(       ) 3
 KO0395
 KO0395.Superseded values are not recommended for survey control.
 KO0395
 KO0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0395.See file dsdata.pdf to determine how the superseded data were derived.
 KO0395
 KO0395_MARKER: 53 = ELEVATED TANK
 KO0395
 KO0395  HISTORY     - Date     Condition        Report By
 KO0395  HISTORY     - 1947     FIRST OBSERVED   CGS
 KO0395  HISTORY     - 1953     GOOD             FAS
 KO0395
 KO0395                          STATION DESCRIPTION
 KO0395
 KO0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KO0395'STATION IS THE UNION PACIFIC RAILROAD WATER TANK AT JERICHO.
 KO0395'IT IS A ROUND, METAL TANK, PAINTED BLACK, AND HAS A CONICAL
 KO0395'TOP.  THE TANK IS SUPPORTED BY FOUR STRUCTURAL STEEL LEGS.
 KO0395'THE TOP AND CENTER OF THE TANK WAS THE POINT OBSERVED ON.
 KO0395
 KO0395                          STATION RECOVERY (1953)
 KO0395
 KO0395'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1953
 KO0395'DESCRIPTION IS CORRECT EXCEPT THAT THE TANK IS OF WOODEN STAVE
 KO0395'CONSTRUCTION, AND THE SUPPORT HAS BEEN INCREASED TO WHERE THERE
 KO0395'ARE NOW 10 STEEL SUPPORTS.
 KO0395'
 KO0395'LOCAL INQUIRY FAILED TO REVEAL EVIDENCE OF EXISTANCE OF ANY
 KO0395'OTHER TANK IN 1947.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0284 ***********************************************************************
 HO0284  CBN         -  This is a Cooperative Base Network Control Station.
 HO0284  DESIGNATION -  JIM
 HO0284  PID         -  HO0284
 HO0284  STATE/COUNTY-  UT/WASHINGTON
 HO0284  COUNTRY     -  US
 HO0284  USGS QUAD   -  SAINT GEORGE (2017)
 HO0284
 HO0284                         *CURRENT SURVEY CONTROL
 HO0284  ______________________________________________________________________
 HO0284* NAD 83(2011) POSITION- 37 00 00.74648(N) 113 37 22.25574(W)   ADJUSTED
 HO0284* NAD 83(2011) ELLIP HT-   830.021 (meters)        (06/27/12)   ADJUSTED
 HO0284* NAD 83(2011) EPOCH   -  2010.00
 HO0284* NAVD 88 ORTHO HEIGHT -   854.744 (meters)     2804.27  (feet) POSTED
 HO0284  ______________________________________________________________________
 HO0284  GEOID HEIGHT    -        -24.710 (meters)                     GEOID18
 HO0284  NAD 83(2011) X  - -2,043,900.934 (meters)                     COMP
 HO0284  NAD 83(2011) Y  - -4,673,223.654 (meters)                     COMP
 HO0284  NAD 83(2011) Z  -  3,817,911.060 (meters)                     COMP
 HO0284  LAPLACE CORR    -          2.63  (seconds)                    DEFLEC18
 HO0284  DYNAMIC HEIGHT  -        853.87  (meters)     2801.4   (feet) COMP
 HO0284  MODELED GRAVITY -    979,579.7   (mgal)                       NAVD 88
 HO0284
 HO0284  VERT ORDER      -  * POSTED, SEE BELOW
 HO0284
 HO0284  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HO0284  Standards:
 HO0284         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HO0284            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HO0284  -------------------------------------------------------------------
 HO0284  NETWORK    1.35   2.37           0.63   0.44   1.21     -0.12304679
 HO0284  -------------------------------------------------------------------
 HO0284  Click here for local accuracies and other accuracy information.
 HO0284
 HO0284.The horizontal coordinates were established by GPS observations
 HO0284.and adjusted by the National Geodetic Survey in June 2012.
 HO0284
 HO0284.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HO0284.been affixed to the stable North American tectonic plate. See 
 HO0284.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HO0284
 HO0284.The horizontal coordinates are valid at the epoch date displayed above
 HO0284.which is a decimal equivalence of Year/Month/Day.
 HO0284
 HO0284.The orthometric height was determined by differential leveling
 HO0284.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0284
 HO0284.* This is a POSTED BENCH MARK height.
 HO0284
 HO0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0284.GEOID18 height accuracy estimate available here.
 HO0284
 HO0284.Click photographs - Photos may exist for this station.
 HO0284
 HO0284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HO0284
 HO0284.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0284
 HO0284.The ellipsoidal height was determined by GPS observations
 HO0284.and is referenced to NAD 83.
 HO0284
 HO0284.The dynamic height is computed by dividing the NAVD 88
 HO0284.geopotential number by the normal gravity value computed on the
 HO0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0284.degrees latitude (g = 980.6199 gals.).
 HO0284
 HO0284.The modeled gravity was interpolated from observed gravity values.
 HO0284
 HO0284. The following values were computed from the NAD 83(2011) position.
 HO0284
 HO0284;                    North         East     Units Scale Factor Converg.
 HO0284;SPC UT S     - 3,039,162.540   311,050.076   MT  1.00004416   -1 18 02.3
 HO0284;SPC UT S     - 9,970,985.77  1,020,503.46   sFT  1.00004416   -1 18 02.3
 HO0284;UTM  12      - 4,098,111.605   266,607.190   MT  1.00027110   -1 34 45.1
 HO0284
 HO0284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0284!SPC UT S     -   0.99986976  x   1.00004416  =   0.99991391
 HO0284!UTM  12      -   0.99986976  x   1.00027110  =   1.00014082
 HO0284
 HO0284:                Primary Azimuth Mark                     Grid Az
 HO0284:SPC UT S     -  SM 33                                    028 34 21.5
 HO0284:UTM  12      -  SM 33                                    028 51 04.3
 HO0284
 HO0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF6660798111(NAD 83)
 HO0284
 HO0284|---------------------------------------------------------------------|
 HO0284| PID    Reference Object                     Distance      Geod. Az  |
 HO0284|                                                           dddmmss.s |
 HO0284| HO0283 JIM RM 1                              7.234 METERS 02430     |
 HO0284| HO0286 SM 33                                              0271619.2 |
 HO0284| HO0626 T43S R16W SECS 34 35 CC AZ UT        44.089 METERS 11923     |
 HO0284| HO0630 SM 32                                 4.201 METERS 22149     |
 HO0284| CH2569 JIM RM 3                              6.168 METERS 28030     |
 HO0284|---------------------------------------------------------------------|
 HO0284
 HO0284                          SUPERSEDED SURVEY CONTROL
 HO0284
 HO0284  NAD 83(2007)-  37 00 00.74591(N)    113 37 22.25599(W) AD(2002.00) 0
 HO0284  ELLIP H (02/10/07)  830.035  (m)                       GP(2002.00)    
 HO0284  ELLIP H (11/14/01)  830.056  (m)                       GP(       ) 4 2
 HO0284  NAD 83(1994)-  37 00 00.74521(N)    113 37 22.25384(W) AD(       ) B
 HO0284  ELLIP H (04/21/95)  830.136  (m)                       GP(       ) 4 1
 HO0284  NAD 83(1992)-  37 00 00.74226(N)    113 37 22.25632(W) AD(       ) 2
 HO0284  NAD 83(1986)-  37 00 00.74036(N)    113 37 22.25417(W) AD(       ) 2
 HO0284  NAD 27      -  37 00 00.80810(N)    113 37 19.40100(W) AD(       ) 2
 HO0284  NAVD 88             854.74   (m)         2804.3    (f) LEVELING    3  
 HO0284  NGVD 29 (??/??/92)  853.92   (m)         2801.6    (f) COMPUTED    2 0
 HO0284  NGVD 29             853.92   (m)         2801.6    (f) LEVELING    3  
 HO0284
 HO0284.Superseded values are not recommended for survey control.
 HO0284
 HO0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0284.See file dsdata.pdf to determine how the superseded data were derived.
 HO0284
 HO0284_MARKER: DS = TRIANGULATION STATION DISK
 HO0284_SETTING: 66 = SET IN ROCK OUTCROP
 HO0284_STAMPING: JIM 1960
 HO0284_MARK LOGO: CGS
 HO0284_MAGNETIC: N = NO MAGNETIC MATERIAL
 HO0284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0284+STABILITY: POSITION/ELEVATION WELL
 HO0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0284+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1993
 HO0284
 HO0284  HISTORY     - Date     Condition        Report By
 HO0284  HISTORY     - 1960     MONUMENTED       CGS
 HO0284  HISTORY     - 1960     GOOD             CGS
 HO0284  HISTORY     - 1961     GOOD             CGS
 HO0284  HISTORY     - 1962     GOOD             CGS
 HO0284  HISTORY     - 19931118 GOOD             NGS
 HO0284
 HO0284                          STATION DESCRIPTION
 HO0284
 HO0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 HO0284'THE STATION IS LOCATED ON A SMALL KNOLL ABOUT 8.5 MILES SOUTH
 HO0284'OF ST. GEORGE UTAH AND JUST NORTH OF THE ARIZONA-UTAH STATE
 HO0284'LINE.
 HO0284'
 HO0284'TO REACH THE STATION FROM THE POST OFFICE IN ST. GEORGE, GO
 HO0284'EAST ON TABERNACLE ST. FOR 0.7 MILE TO 700 EAST ST., TURN RIGHT
 HO0284'AND GO SOUTH FOR 3.5 MILES TO A FORK, TAKE RIGHT FORK AND GO
 HO0284'SOUTHWEST FOR 5.1 MILES TO A CATTLE GUARD AT THE ARIZONA-UTAH
 HO0284'STATE LINE.  CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO A FORK,
 HO0284'TAKE RIGHT FORK AND GO SOUTHWEST ON BLADED ROAD FOR 2.6 MILES
 HO0284'TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE SOUTHWEST ON
 HO0284'TRACK ROAD FOR 0.6 MILE TO A FORK, TAKE RIGHT FORK AND GO WEST
 HO0284'AND NORTHWEST FOR 1.15 MILES TO THE INTERSECTION OF 3 ROADS,
 HO0284'TURN RIGHT ON THE TRACK ROAD THAT LEADS NORTH-NORTHEAST AND
 HO0284'GO 1.35 MILES TO THE BASE OF A SMALL KNOLL ON THE RIGHT AND
 HO0284'END OF TRUCK TRAVEL.  PACK EAST FOR ABOUT 100 YARDS TO THE
 HO0284'TOP OF THE KNOLL AND STATION.
 HO0284'
 HO0284'THE STATION MARK, STAMPED JIM 1960, IS A STANDARD DISK CEMENTED
 HO0284'IN A DRILL HOLE IN BEDROCK THAT PROJECTS 3 INCHES.
 HO0284'
 HO0284'R.M. 1, STAMPED JIM NO 1 1960, IS A STANDARD DISK CEMENTED IN
 HO0284'A DRILL HOLE IN BEDROCK THAT IS FLUSH.
 HO0284'
 HO0284'R.M. 2, STAMPED SM 32, IS A FAIRCHILD AERIAL SURVEY MARK.  IT
 HO0284'IS A BRASS PIN THAT IS CEMENTED IN A DRILL HOLE IN BEDROCK THAT
 HO0284'IS FLUSH.
 HO0284'
 HO0284'GLO MARK IS A STANDARD GLO DISK RIVETED TO THE TOP OF A 1-1/2
 HO0284'INCH IRON PIPE THAT PROJECTS 18 INCHES.  IT IS STAMPED 1949
 HO0284'T 43S R 18W S 34 S 35.
 HO0284'
 HO0284'THE AZIMUTH MARK, STAMPED SM 33, IS A FAIRCHILD AERIAL SURVEY
 HO0284'MARK.  IT IS A BRASS PIN CEMENTED IN THE TOP OF 4 INCH SQUARE
 HO0284'CONCRETE POST THAT PROJECTS 8 INCHES.
 HO0284'
 HO0284'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, CONTINUE
 HO0284'NORTHERLY ON TRACK ROAD FOR 0.6 MILE TO A SADDLE AND THE MARK
 HO0284'ON TOP OF A SMALL RISE ON THE RIGHT.
 HO0284
 HO0284                          STATION RECOVERY (1960)
 HO0284
 HO0284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HO0284'15.95 MI S FROM ST GEORGE.
 HO0284'0.8 MILES EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ALONG
 HO0284'TABERNACLE ST, THENCE 3.5 MILES SOUTH AND EAST ON A BLACKTOP ROAD TO A
 HO0284'Y-FORK, THENCE 5.6 MILES SOUTH AND WEST ON A GRAVEL AND BLACKTOP ROAD
 HO0284'TO A Y-FORK, (THIS FORK IS 0.5 MILE SOUTHWEST OF THE UTAH-ARIZONA
 HO0284'BORDER) THENCE 3.2 MILES SOUTHWEST ON A DIRT ROAD TO A Y-FORK, THENCE
 HO0284'1.5 MILES WEST AND NORTHWEST OF A TRAIL ROAD TO THE INTERSECTION OF 3
 HO0284'ROADS, THENCE 1.35 MILES WEST AND NORTHWEST ON TRAIL ROAD TO THE BASE
 HO0284'OF A SMALL KNOLL, THENCE GO EAST ABOUT 100 YARDS TO THE TOP OF THE
 HO0284'KNOLL, CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 3 INCHES.
 HO0284
 HO0284                          STATION RECOVERY (1961)
 HO0284
 HO0284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 HO0284'RECOVERED IN GOOD CONDITION.
 HO0284
 HO0284                          STATION RECOVERY (1962)
 HO0284
 HO0284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 HO0284'STATION WAS RECOVERED AND STATION MARK, REFERENCE MARK NO. 2
 HO0284'AND THE AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION AS
 HO0284'DESCRIBED.  REFERENCE MARK NO. 1 AND THE GLO MARK WERE NOT
 HO0284'FOUND AND ARE BELIEVED TO BEEN DESTROYED BY GRADING OF THE NEW
 HO0284'HIGHWAY.  THE DISTANCE TO R.M. NO. 2 CHECKED WITH ORIGINAL
 HO0284'DESCRIPTION, A DIFFERENCE WAS FOUND IN THE DIRECTION TO R.M.
 HO0284'NO. 2.  THE DIRECTION TO THE AZIMUTH MARK CHECKED.  R.M. NO.
 HO0284'3 WAS ESTABLISHED AND IS DESCRIBED BELOW.  A COMPLETE NEW
 HO0284'DESCRIPTION FOLLOWS--
 HO0284'
 HO0284'STATION IS LOCATED ON A SMALL KNOLL ABOUT 8.5 MILES SOUTH OF
 HO0284'ST. GEORGE, UTAH AND JUST NORTH OF THE UTAH-ARIZONA STATE LINE.
 HO0284'
 HO0284'TO REACH FROM THE CORNER OF TABERNACLE STREET AND MAIN STREET,
 HO0284'(WHICH IS 1 BLOCK WEST OF THE POST OFFICE IN ST. GEORGE), GO
 HO0284'SOUTH ON MAIN STREET FOR 1.75 MILES TO END OF BLACK TOP ROAD,
 HO0284'CONTINUE 0.1 MILE TO FORK, KEEP RIGHT AND FOLLOW NEW ROAD
 HO0284'SOUTH FOR 1.6 MILES TO CROSSROAD, CONTINUE SOUTH ON NEW ROAD
 HO0284'FOR 4.0 MILES TO THE AZIMUTH MARK ON RIGHT ON A SMALL KNOLL,
 HO0284'CONTINUE SOUTH FOR 0.6 MILE TO UTAH-ARIZONA STATE LINE AND
 HO0284'STATION ON TOP OF KNOLL ON RIGHT.
 HO0284'
 HO0284'STATION MARK, A STANDARD STATION DISK STAMPED JIM 1960, IS
 HO0284'SET IN A DRILL HOLE IN TOP OF OUTCROPPING BEDROCK WHICH IS
 HO0284'FLUSH WITH THE GROUND.  THE MARK IS ON TOP CENTER OF KNOLL,
 HO0284'IS ABOUT 150 FEET WEST OF CENTER OF UNCOMPLETED NEW HIGHWAY
 HO0284'AND 9.4 FEET NORTHEAST OF THE WITNESS POST.
 HO0284'
 HO0284'REFERENCE MARK 2, A FAIRCHILD AERIAL SURVEY MARK IS A BRASS
 HO0284'PIN CEMENTED IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 HO0284'SURFACE OF THE GROUND.  THE PIN IS STAMPED SM 32.  THE MARK IS
 HO0284'ABOUT 150 FEET WEST OF CENTER OF UNCOMPLETED HIGHWAY AND 5.8
 HO0284'FEET SOUTH-SOUTHEAST OF THE WITNESS POST.
 HO0284'
 HO0284'REFERENCE MARK 3, A STANDARD REFERENCE DISK STAMPED JIM NO
 HO0284'3 1960, IS SET IN THE TOP OF OUTCROPPING BEDROCK AND IS ABOUT
 HO0284'1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.  THE MARK IS
 HO0284'ABOUT 170 FEET WEST OF UNCOMPLETED HIGHWAY AND 14.8 FEET
 HO0284'WEST-NORTHWEST OF THE WITNESS POST.
 HO0284'
 HO0284'AZIMUTH MARK, A FAIRCHILD AERIAL SURVEY MARK IS A BRASS PIN
 HO0284'SET IN TOP OF A 4 INCH SQUARE CONCRETE POST WHICH PROJECTS
 HO0284'ABOUT 8 INCHES.  THE PIN IS STAMPED CM 33.  THE MARK IS 72 PACES
 HO0284'EAST OF FENCE, ABOUT 75 FEET EAST OF THE CENTER OF UNCOMPLETE
 HO0284'HIGHWAY AND 2.8 FEET SOUTHEAST OF THE WITNESS POST.
 HO0284'
 HO0284'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HO0284
 HO0284                          STATION RECOVERY (1993)
 HO0284
 HO0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 HO0284'STATION IS LOCATED ABOUT 12 KM (7.45 MI) SOUTHWEST OF ST GEORGE, ON
 HO0284'THE NORTH SIDE OF THE UTAH-ARIZONA STATE LINE, IN THE MEDIAN OF
 HO0284'INTERSTATE HIGHWAY 15, ON THE HIGHEST POINT OF A HIGH CUTBANK, ON THE
 HO0284'WEST SIDE OF THE NORTHBOUND LANES, IN EAST CENTRAL SECTION 34, T 43 S,
 HO0284'R 16 W.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION. TO REACH FROM
 HO0284'THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 15 AND STATE
 HO0284'HIGHWAY 18 (BLUFF STREET, EXIT 6) ON THE SOUTH SIDE OF ST GEORGE, GO
 HO0284'SOUTHWEST ON HIGHWAY 15 FOR 10.16 KM (6.30 MI) TO A PAVED MEDIAN
 HO0284'CROSSOVER JUST BEFORE REACHING THE STATE LINE.  TURN LEFT ACROSS
 HO0284'MEDIAN FOR 0.15 KM (0.10 MI) TO THE NORTHBOUND LANES AND END OF TRUCK
 HO0284'TRAVEL.  PACK SOUTHWEST UP SLOPE FOR 110 M (360.9 FT) TO THE STATION
 HO0284'AT HIGHEST POINT OF RIDGE.  NOTE--IF CROSSOVER IS CLOSED, CONTINUE
 HO0284'SOUTHERLY TO A CROSSOVER, THEN RETURN TO STATION. STATION MARK IS A
 HO0284'DISK SET IN A DRILL HOLE IN AN 0.4 M (1.3 FT) X 0.4 M (1.3 FT) ROUGH
 HO0284'OUTCROP PROJECTING 10 CM ON ITS EAST SIDE.  IT IS ABOUT 50 M (164.0
 HO0284'FT) WEST OF, AND 30 M (98.4 FT) HIGHER THAN THE CENTER OF THE
 HO0284'NORTHBOUND LANES, 10 M (32.8 FT) NORTH OF THE STATE LINE, 1.5 M (4.9
 HO0284'FT) WEST OF THE EAST EDGE OF THE CUTBANK, AND 4.8 M (15.7 FT) NORTH OF
 HO0284'THE SOUTH EDGE OF THE RIDGE. DESCRIBED BY G.R.HEID
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0283 ***********************************************************************
 HO0283  DESIGNATION -  JIM RM 1
 HO0283  PID         -  HO0283
 HO0283  STATE/COUNTY-  UT/WASHINGTON
 HO0283  COUNTRY     -  US
 HO0283  USGS QUAD   -  SAINT GEORGE (2017)
 HO0283
 HO0283                         *CURRENT SURVEY CONTROL
 HO0283  ______________________________________________________________________
 HO0283* NAD 83(1986) POSITION- 37 00 00.96   (N) 113 37 22.13   (W)   HD_HELD1
 HO0283* NAVD 88 ORTHO HEIGHT -   854.376 (meters)     2803.07  (feet) POSTED
 HO0283  ______________________________________________________________________
 HO0283  GEOID HEIGHT    -        -24.710 (meters)                     GEOID18
 HO0283  DYNAMIC HEIGHT  -        853.50  (meters)     2800.2   (feet) COMP
 HO0283  MODELED GRAVITY -    979,579.2   (mgal)                       NAVD 88
 HO0283
 HO0283  VERT ORDER      -  * POSTED, SEE BELOW
 HO0283
 HO0283.The horizontal coordinates were determined by differentially corrected
 HO0283.hand held GPS observations or other comparable positioning techniques
 HO0283.and have an estimated accuracy of +/- 3 meters.
 HO0283
 HO0283.The orthometric height was determined by differential leveling
 HO0283.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0283
 HO0283.* This is a POSTED BENCH MARK height.
 HO0283
 HO0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0283.GEOID18 height accuracy estimate available here.
 HO0283
 HO0283.Click photographs - Photos may exist for this station.
 HO0283
 HO0283.The dynamic height is computed by dividing the NAVD 88
 HO0283.geopotential number by the normal gravity value computed on the
 HO0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0283.degrees latitude (g = 980.6199 gals.).
 HO0283
 HO0283.The modeled gravity was interpolated from observed gravity values.
 HO0283
 HO0283;                    North         East    Units  Estimated Accuracy
 HO0283;SPC UT S     - 3,039,169.1     311,053.3     MT  (+/- 3 meters HH1 GPS) 
 HO0283
 HO0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF6661098118(NAD 83)
 HO0283
 HO0283                          SUPERSEDED SURVEY CONTROL
 HO0283
 HO0283  NGVD 29 (??/??/92)  853.550  (m)         2800.36   (f) ADJ UNCH    2 0
 HO0283
 HO0283.Superseded values are not recommended for survey control.
 HO0283
 HO0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0283.See file dsdata.pdf to determine how the superseded data were derived.
 HO0283
 HO0283_MARKER: DR = REFERENCE MARK DISK
 HO0283_SETTING: 66 = SET IN ROCK OUTCROP
 HO0283_STAMPING: JIM NO 1 1960
 HO0283_MARK LOGO: CGS
 HO0283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0283+STABILITY: POSITION/ELEVATION WELL
 HO0283
 HO0283  HISTORY     - Date     Condition        Report By
 HO0283  HISTORY     - 1960     MONUMENTED       CGS
 HO0283
 HO0283                          STATION DESCRIPTION
 HO0283
 HO0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HO0283'15.95 MI S FROM ST GEORGE.
 HO0283'0.8 MILES EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ALONG
 HO0283'TABERNACLE ST. THENCE 3.5 MILES SOUTH AND EAST ON A BLACKTOP ROAD TO A
 HO0283'Y-FORK, THENCE 5.6 MILES SOUTH AND WEST OF A GRAVEL AND BLACKTOP ROAD
 HO0283'TO A Y-FORK, THENCE 3.2 MILES SOUTHWEST ON A DIRT ROAD TO A Y-FORK,
 HO0283'THENCE 1.5 MILES WEST AND NORTHWEST TO THE INTERSECTION OF 3 ROADS,
 HO0283'THENCE 1.35 MILES WEST AND NORTHWEST ON TRAIL ROAD TO THE BASE OF A
 HO0283'SMALL KNOLL, THENCE GO EAST ABOUT 100 YARDS TO THE TOP OF THE KNOLL,
 HO0283'24 FEET NORTHWEST OF THE STATION MARK, CEMENTED IN A DRILL HOLE IN
 HO0283'BEDROCK THAT IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0488 ***********************************************************************
 JM0488  DESIGNATION -  JM0488
 JM0488  PID         -  JM0488
 JM0488  STATE/COUNTY-  UT/GRAND
 JM0488  COUNTRY     -  US
 JM0488  USGS QUAD   -  BIG BEND (2017)
 JM0488
 JM0488                         *CURRENT SURVEY CONTROL
 JM0488  ______________________________________________________________________
 JM0488* NAD 83(1994) POSITION- 38 43 54.01007(N) 109 24 04.20208(W)   ADJUSTED
 JM0488* NAVD 88 ORTHO HEIGHT -  1838.4   (meters)     6031.    (feet) VERTCON3
 JM0488  ______________________________________________________________________
 JM0488  GEOID HEIGHT    -        -19.914 (meters)                     GEOID18
 JM0488  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 JM0488  HORZ ORDER      -  THIRD
 JM0488
 JM0488.The horizontal coordinates were established by classical geodetic methods
 JM0488.and adjusted by the National Geodetic Survey in November 1997.
 JM0488
 JM0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0488
 JM0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0488.GEOID18 height accuracy estimate available here.
 JM0488
 JM0488.Click photographs - Photos may exist for this station.
 JM0488
 JM0488.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0488
 JM0488. The following values were computed from the NAD 83(1994) position.
 JM0488
 JM0488;                    North         East     Units Scale Factor Converg.
 JM0488;SPC UT C     - 2,046,366.136   682,497.360   MT  1.00008251   +1 20 40.1
 JM0488;SPC UT C     - 6,713,786.23  2,239,160.09   sFT  1.00008251   +1 20 40.1
 JM0488;UTM  12      - 4,288,213.691   638,971.080   MT  0.99983783   +1 00 01.8
 JM0488
 JM0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0488!SPC UT C     -   0.99971476  x   1.00008251  =   0.99979725
 JM0488!UTM  12      -   0.99971476  x   0.99983783  =   0.99955264
 JM0488
 JM0488:                Primary Azimuth Mark                     Grid Az
 JM0488:SPC UT C     -  ONION                                    092 18 26.0
 JM0488:UTM  12      -  ONION                                    092 39 04.3
 JM0488
 JM0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH3897188213(NAD 83)
 JM0488
 JM0488|---------------------------------------------------------------------|
 JM0488| PID    Reference Object                     Distance      Geod. Az  |
 JM0488|                                                           dddmmss.s |
 JM0488| JM0485 ONION                               APPROX. 9.1 KM 0933906.1 |
 JM0488|---------------------------------------------------------------------|
 JM0488
 JM0488                          SUPERSEDED SURVEY CONTROL
 JM0488
 JM0488  NAD 83(1986)-  38 43 53.99730(N)    109 24 04.19648(W) AD(       ) 3
 JM0488  NAD 27      -  38 43 54.07512(N)    109 24 01.77728(W) AD(       ) 3
 JM0488  NGVD 29 (07/19/86) 1837.3    (m)         6028.     (f) VERT ANG       
 JM0488
 JM0488.Superseded values are not recommended for survey control.
 JM0488
 JM0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0488.See file dsdata.pdf to determine how the superseded data were derived.
 JM0488
 JM0488_MARKER: DB = BENCH MARK DISK
 JM0488_SETTING: 66 = SET IN ROCK OUTCROP
 JM0488_MARK LOGO: USGS
 JM0488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0488+STABILITY: POSITION/ELEVATION WELL
 JM0488
 JM0488  HISTORY     - Date     Condition        Report By
 JM0488  HISTORY     - 1954     MONUMENTED       USGS
 JM0488
 JM0488                          STATION DESCRIPTION
 JM0488
 JM0488'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0488'LOCATED ABOUT 15 MI. NORTHEAST OF MOAB, 6 MI. NORTH-NORTHWEST OF
 JM0488'CASTLE ROCK, ON TOP OF CLIFF NORTH OF COLORADO RIVER, 4500 FT. NORTH
 JM0488'OF POINT WHERE CLIFF LINE TURNS N., ON E. SIDE TOWARD S. END OF SWELL
 JM0488'OF GROUND EDGED BY SCATTERED PINON TREES.
 JM0488'
 JM0488'STATION REACHED BY HELICOPTER. (PROBABLY BEST REACHED ON GROUND FROM
 JM0488'N., SECURE DETAILED DIRECTIONS FROM BUREAU OF LAND MANAGEMENT OFFICE
 JM0488'IN MOAB.)
 JM0488'
 JM0488'STATION MARK--STANDARD ALUMINUM TABLET STAMPED AND SET IN A ROCK
 JM0488'OUTCROP FLUSH WITH GROUND.
 JM0488'
 JM0488'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED AND SET
 JM0488'IN ROCK OUTCROP, 90.70 FT. FROM STATION MARK, S 13 DEG 29 MIN E.
 JM0488'
 JM0488'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED AND SET
 JM0488'IN ROCK OUTCROP, 53.22 FT. FROM STATION MARK, N 60 DEG 02 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0583 ***********************************************************************
 LN0583  DESIGNATION -  JOHNSON
 LN0583  PID         -  LN0583
 LN0583  STATE/COUNTY-  UT/DAGGETT
 LN0583  COUNTRY     -  US
 LN0583  USGS QUAD   -  WARREN DRAW (2017)
 LN0583
 LN0583                         *CURRENT SURVEY CONTROL
 LN0583  ______________________________________________________________________
 LN0583* NAD 83(1994) POSITION- 40 46 06.28298(N) 109 08 00.03134(W)   ADJUSTED
 LN0583* NAVD 88 ORTHO HEIGHT -  2524.6   (meters)     8283.    (feet) VERTCON3
 LN0583  ______________________________________________________________________
 LN0583  GEOID HEIGHT    -        -14.283 (meters)                     GEOID18
 LN0583  LAPLACE CORR    -         -7.47  (seconds)                    DEFLEC18
 LN0583  HORZ ORDER      -  THIRD
 LN0583
 LN0583.The horizontal coordinates were established by classical geodetic methods
 LN0583.and adjusted by the National Geodetic Survey in November 1997.
 LN0583
 LN0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0583
 LN0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0583.GEOID18 height accuracy estimate available here.
 LN0583
 LN0583.Click photographs - Photos may exist for this station.
 LN0583
 LN0583.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0583
 LN0583. The following values were computed from the NAD 83(1994) position.
 LN0583
 LN0583;                    North         East     Units Scale Factor Converg.
 LN0583;SPC UT N     - 1,051,035.831   699,788.236   MT  0.99999205   +1 33 37.7
 LN0583;SPC UT N     - 3,448,273.39  2,295,888.57   sFT  0.99999205   +1 33 37.7
 LN0583;UTM  12      - 4,514,725.226   657,541.154   MT  0.99990549   +1 13 09.1
 LN0583
 LN0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0583!SPC UT N     -   0.99960638  x   0.99999205  =   0.99959843
 LN0583!UTM  12      -   0.99960638  x   0.99990549  =   0.99951191
 LN0583
 LN0583:                Primary Azimuth Mark                     Grid Az
 LN0583:SPC UT N     -  SHINER                                   316 12 07.0
 LN0583:UTM  12      -  SHINER                                   316 32 35.6
 LN0583
 LN0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL5754114725(NAD 83)
 LN0583
 LN0583|---------------------------------------------------------------------|
 LN0583| PID    Reference Object                     Distance      Geod. Az  |
 LN0583|                                                           dddmmss.s |
 LN0583| LN0584 SHINER                              APPROX. 7.3 KM 3174544.7 |
 LN0583|---------------------------------------------------------------------|
 LN0583
 LN0583                          SUPERSEDED SURVEY CONTROL
 LN0583
 LN0583  NAD 83(1993)-  40 46 06.28255(N)    109 08 00.03003(W) AD(       ) 3
 LN0583  NAD 83(1992)-  40 46 06.26569(N)    109 08 00.01886(W) AD(       ) 3
 LN0583  NAD 83(1986)-  40 46 06.26519(N)    109 08 00.02091(W) AD(       ) 3
 LN0583  NAD 27      -  40 46 06.40824(N)    109 07 57.57211(W) AD(       ) 3
 LN0583  NGVD 29 (07/19/86) 2523.3    (m)         8279.     (f) VERT ANG       
 LN0583
 LN0583.Superseded values are not recommended for survey control.
 LN0583
 LN0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0583.See file dsdata.pdf to determine how the superseded data were derived.
 LN0583
 LN0583_MARKER: DD = SURVEY DISK
 LN0583_SETTING: 66 = SET IN ROCK OUTCROP
 LN0583_STAMPING: JOHNSON 1950
 LN0583_MARK LOGO: USGS
 LN0583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0583+STABILITY: POSITION/ELEVATION WELL
 LN0583
 LN0583  HISTORY     - Date     Condition        Report By
 LN0583  HISTORY     - 1950     MONUMENTED       USGS
 LN0583
 LN0583                          STATION DESCRIPTION
 LN0583
 LN0583'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LN0583'LOCATED ABOUT 2.5 MI. N. OF POT CREEK AND 3.0 MI. NE. OF THE JOHNSON
 LN0583'RANCH, ON THE HIGHEST POINT OF A PROMINIENT BRUSH COVERED HILL.
 LN0583'
 LN0583'TO REACH FROM THE CENTER OF THE TOWN OF VERNAL, DRIVE ON THE DIAMOND
 LN0583'MOUNTAIN RD. FOR 25.3 MI. TO A RD.FORKS AT A BRIDGE, TAKE RIGHT FORK
 LN0583'E. FOR 2.1 MI. TO RD. FORKS. TAKE LEFT FORK N. 2.9 MI. TO RD. FORKS,
 LN0583'TAKE RIGHT FORK AND CONTINUE ALONG MAIN TRAVELED RD. FOR 3.9 MI. TO
 LN0583'RD. FORKS, TAKE RIGHT FORK 1.0 MI. TO A STREAM AND RD. FORKS. TURN
 LN0583'LEFT N. ACROSS STREAM AND FOLLOW RD. 0.2 MI. TO RD. FORKS AT A GATE,
 LN0583'TURN LEFT  ALONG FENCE LINE AND FOLLOW MAIN TRAVELED RD. FOR 1.1 MI.
 LN0583'TO RD. FORKS AT A STREAM, TURN LEFT NE. ALONG A DIM TRACK RD. FOR 2.3
 LN0583'MI. TO END OF RD. AND E.T.T. PACK NE. UP STEEP HILL TO BRUSHY TOP AND
 LN0583'STATION.  A 50 MINUTE PACK.
 LN0583'
 LN0583'STATION MARK - STANDARD TABLET STAMPED ---JOHNSON 1950--- SET IN A
 LN0583'LARGE FLAT PROJECTING ROCK STAMPED ---NO.1 1950---.
 LN0583'
 LN0583'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET SET IN BEDROCK,
 LN0583'6.09 FT. FROM STATION MARK, S 23 DEG 36 MIN E.
 LN0583'STAMPED ---NO.2 1950---.
 LN0583'
 LN0583'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET, SET IN BEDROCK,
 LN0583'17.88 FT. FROM STATION MARK, S 74 DEG 07 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0611 ***********************************************************************
 HO0611  DESIGNATION -  JONES
 HO0611  PID         -  HO0611
 HO0611  STATE/COUNTY-  UT/IRON
 HO0611  COUNTRY     -  US
 HO0611  USGS QUAD   -  STODDARD MOUNTAIN (2017)
 HO0611
 HO0611                         *CURRENT SURVEY CONTROL
 HO0611  ______________________________________________________________________
 HO0611* NAD 83(1994) POSITION- 37 37 19.79275(N) 113 16 32.25541(W)   ADJUSTED
 HO0611* NAVD 88 ORTHO HEIGHT -  2027.5   (meters)     6652.    (feet) VERTCON3
 HO0611  ______________________________________________________________________
 HO0611  GEOID HEIGHT    -        -22.166 (meters)                     GEOID18
 HO0611  LAPLACE CORR    -          1.86  (seconds)                    DEFLEC18
 HO0611  HORZ ORDER      -  THIRD
 HO0611
 HO0611.The horizontal coordinates were established by classical geodetic methods
 HO0611.and adjusted by the National Geodetic Survey in November 1997.
 HO0611
 HO0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0611
 HO0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0611.GEOID18 height accuracy estimate available here.
 HO0611
 HO0611.Click photographs - Photos may exist for this station.
 HO0611
 HO0611.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0611
 HO0611. The following values were computed from the NAD 83(1994) position.
 HO0611
 HO0611;                    North         East     Units Scale Factor Converg.
 HO0611;SPC UT S     - 3,107,532.195   343,262.022   MT  0.99995527   -1 05 16.5
 HO0611;SPC UT S     -10,195,295.21  1,126,185.48   sFT  0.99995527   -1 05 16.5
 HO0611;UTM  12      - 4,166,330.061   299,171.780   MT  1.00009681   -1 23 22.6
 HO0611
 HO0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0611!SPC UT S     -   0.99968542  x   0.99995527  =   0.99964071
 HO0611!UTM  12      -   0.99968542  x   1.00009681  =   0.99978220
 HO0611
 HO0611:                Primary Azimuth Mark                     Grid Az
 HO0611:SPC UT S     -  PAGE                                     236 52 28.8
 HO0611:UTM  12      -  PAGE                                     237 10 34.9
 HO0611
 HO0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG9917166330(NAD 83)
 HO0611
 HO0611|---------------------------------------------------------------------|
 HO0611| PID    Reference Object                     Distance      Geod. Az  |
 HO0611|                                                           dddmmss.s |
 HO0611| HO0612 PAGE                                APPROX. 9.0 KM 2354712.3 |
 HO0611|---------------------------------------------------------------------|
 HO0611
 HO0611                          SUPERSEDED SURVEY CONTROL
 HO0611
 HO0611  NAD 83(1986)-  37 37 19.79010(N)    113 16 32.24801(W) AD(       ) 3
 HO0611  NAD 27      -  37 37 19.87666(N)    113 16 29.41318(W) AD(       ) 3
 HO0611  NGVD 29 (07/19/86) 2026.3    (m)         6648.     (f) VERT ANG       
 HO0611
 HO0611.Superseded values are not recommended for survey control.
 HO0611
 HO0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0611.See file dsdata.pdf to determine how the superseded data were derived.
 HO0611
 HO0611_MARKER: DD = SURVEY DISK
 HO0611_SETTING: 66 = SET IN ROCK OUTCROP
 HO0611_STAMPING: JONES 1948
 HO0611_MARK LOGO: USGS
 HO0611_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0611+STABILITY: POSITION/ELEVATION WELL
 HO0611
 HO0611  HISTORY     - Date     Condition        Report By
 HO0611  HISTORY     - 1948     MONUMENTED       USGS
 HO0611
 HO0611                          STATION DESCRIPTION
 HO0611
 HO0611'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 HO0611'LOCATED ABOUT 12.2 MI. SW. OF CEDAR CITY, 7.1 MI. W. OF HAMILTONS
 HO0611'FORT, ON HIGHEST POINT OF WOODED RIDGE.  HIGHER HILLS TO THE S. AND
 HO0611'SW. LIMIT VISIBILITY.
 HO0611'
 HO0611'TO REACH FROM CEDAR CITY, DRIVE W. AND SW. ON STATE HIGHWAY 56 FOR 7.1
 HO0611'MI. TO A SIDE RD., TURN SE. CROSS WASH AND CONTINUE 1.6 MI. TO DIM RD.
 HO0611'AT N. EDGE OF CULTIVATED FIELD, PROCEED 0.7 MI. W. THROUGH CEDAR
 HO0611'GROWTH TO BASE OF HILL AND END TRUCK TRAVEL.  PACK W. ABOUT 0.3 MI.
 HO0611'UP DRAW TO FORK, THENCE 1.2 MI. W. UP STEEP SLOPE TO SW. EDGE OF
 HO0611'HIGHEST POINT.
 HO0611'
 HO0611'STATION MARK--STANDARD TABLET, STAMPED ---JONES 1948---, CEMENTED IN
 HO0611'LARGE ROCK.
 HO0611'
 HO0611'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0611'1---, CEMENTED IN LARGE ROCK.
 HO0611'
 HO0611'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0611'2---, CEMENTED IN LARGE ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0591 ***********************************************************************
 HO0591  DESIGNATION -  JONES 2
 HO0591  PID         -  HO0591
 HO0591  STATE/COUNTY-  UT/IRON
 HO0591  COUNTRY     -  US
 HO0591  USGS QUAD   -  WEBSTER FLAT (2017)
 HO0591
 HO0591                         *CURRENT SURVEY CONTROL
 HO0591  ______________________________________________________________________
 HO0591* NAD 83(1994) POSITION- 37 30 09.44510(N) 112 58 07.30552(W)   ADJUSTED
 HO0591* NAVD 88 ORTHO HEIGHT -  2818.6   (meters)     9247.    (feet) VERTCON3
 HO0591  ______________________________________________________________________
 HO0591  GEOID HEIGHT    -        -20.914 (meters)                     GEOID18
 HO0591  LAPLACE CORR    -          5.90  (seconds)                    DEFLEC18
 HO0591  HORZ ORDER      -  THIRD
 HO0591
 HO0591.The horizontal coordinates were established by classical geodetic methods
 HO0591.and adjusted by the National Geodetic Survey in June 1998.
 HO0591
 HO0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0591
 HO0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0591.GEOID18 height accuracy estimate available here.
 HO0591
 HO0591.Click photographs - Photos may exist for this station.
 HO0591
 HO0591.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0591
 HO0591. The following values were computed from the NAD 83(1994) position.
 HO0591
 HO0591;                    North         East     Units Scale Factor Converg.
 HO0591;SPC UT S     - 3,093,796.755   370,144.555   MT  0.99996330   -0 53 59.5
 HO0591;SPC UT S     -10,150,231.52  1,214,382.59   sFT  0.99996330   -0 53 59.5
 HO0591;UTM  12      - 4,152,452.894   325,983.960   MT  0.99997301   -1 11 55.8
 HO0591
 HO0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0591!SPC UT S     -   0.99956117  x   0.99996330  =   0.99952448
 HO0591!UTM  12      -   0.99956117  x   0.99997301  =   0.99953419
 HO0591
 HO0591:                Primary Azimuth Mark                     Grid Az
 HO0591:SPC UT S     -  MINER                                    250 44 51.1
 HO0591:UTM  12      -  MINER                                    251 02 47.4
 HO0591
 HO0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG2598352452(NAD 83)
 HO0591
 HO0591|---------------------------------------------------------------------|
 HO0591| PID    Reference Object                     Distance      Geod. Az  |
 HO0591|                                                           dddmmss.s |
 HO0591| HO0617 MINER                               APPROX. 5.0 KM 2495051.6 |
 HO0591|---------------------------------------------------------------------|
 HO0591
 HO0591                          SUPERSEDED SURVEY CONTROL
 HO0591
 HO0591  NAD 83(1986)-  37 30 09.44400(N)    112 58 07.30118(W) AD(       ) 3
 HO0591  NAD 27      -  37 30 09.52589(N)    112 58 04.49774(W) AD(       ) 3
 HO0591  NGVD 29 (07/19/86) 2817.3    (m)         9243.     (f) VERT ANG       
 HO0591
 HO0591.Superseded values are not recommended for survey control.
 HO0591
 HO0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0591.See file dsdata.pdf to determine how the superseded data were derived.
 HO0591
 HO0591_MARKER: DD = SURVEY DISK
 HO0591_SETTING: 66 = SET IN ROCK OUTCROP
 HO0591_STAMPING: JONES NO 2 1949
 HO0591_MARK LOGO: USGS
 HO0591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0591+STABILITY: POSITION/ELEVATION WELL
 HO0591
 HO0591  HISTORY     - Date     Condition        Report By
 HO0591  HISTORY     - 1949     MONUMENTED       USGS
 HO0591
 HO0591                          STATION DESCRIPTION
 HO0591
 HO0591'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 HO0591'NOTE - ORIGINAL USGS STATION ---JONES 1928--- DESCRIBED AS CAIRN ON
 HO0591'HIGHEST POINT OF MOUNTAIN WAS FOUND 12 FT. W. OF HIGHEST POINT.  A NEW
 HO0591'STATION MARK WAS SET ON THE SITE OCCUPIED BY THE CAIRN.
 HO0591'
 HO0591'LOCATED ABOUT 13.0 MI. SE. OF CEDAR CITY, 9.0 MI. N. OF ZION NATIONAL
 HO0591'PARK ON N. AND HIGHEST END OF A SMALL MOUNTAIN, THE DIRECTION OF THOSE
 HO0591'AXIS IS ABOUT N. AND S., JUST N. OF IRON-WASHINGTON COUNTY LINE.
 HO0591'
 HO0591'TO REACH FROM CEDAR CITY POST OFFICE, DRIVE S. AND SW. ON U.S.
 HO0591'HIGHWAY 91 FOR 1.8 MI. TO A GOOD GRADED RD. LEFT E. AND SIGN ON RIGHT
 HO0591'READING ---CATTLE CROSSING--- TURN LEFT AND FOLLOW MAIN RD. UP STEEP
 HO0591'GRADE 6.9 MI. TO RD. FORKS AT TOP OF MOUNTAIN, TAKE RIGHT FORK AND
 HO0591'CONTINUE ON MAIN RD. 4.0 MI. TO ANOTHER FORK, TAKE LEFT FORK E. 0.4
 HO0591'MI. TO T-RD. S., TURN RIGHT S. 4.1 MI. FOLLOWING MAIN-TRAVELED RD. TO
 HO0591'A RD. FORKS AT SADDLE, TAKE RIGHT FORK AND GO 0.3 MI. TO A POINT JUST
 HO0591'PAST FIRST DRAIN CROSSING RD. AFTER LEAVING SADDLE, TURN LEFT ACROSS
 HO0591'COUNTRY UP STEEP GRASSY SLOPE 0.2 MI. TO TOP OF RIDGE THEN SE. ALONG
 HO0591'TOP OF RIDGE 0.1 MI. TO GROUP OF ASPEN TREES AND END OF TRUCK TRAVEL.
 HO0591'PACK SE. ALONG RIDGE TO HIGHEST POINT AND STATION.  A 20 MINUTE PACK.
 HO0591'
 HO0591'STATION MARK - STANDARD TABLET STAMPED ---JONES NO.2 1949--- CEMENTED
 HO0591'IN BEDROCK, ON NORTH SIDE OF A LARGE ROCK ABOUT 8 FT. ABOVE GROUND,
 HO0591'AROUND WHICH A CAIRN HAS BEEN BUILT.
 HO0591'
 HO0591'REFERENCE MARK NO.1 STANDARD REFERENCE MARK TABLET STAMPED ---NO. 1
 HO0591'JONES NO.2 1949--- CEMENTED IN BOULDER.
 HO0591'
 HO0591'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED --NO.2
 HO0591'JONES NO.2 1949--- CEMENTED IN BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0375 ***********************************************************************
 KN0375  DESIGNATION -  JORDAN
 KN0375  PID         -  KN0375
 KN0375  STATE/COUNTY-  UT/SANPETE
 KN0375  COUNTRY     -  US
 KN0375  USGS QUAD   -  HUNTINGTON RESERVOIR (2017)
 KN0375
 KN0375                         *CURRENT SURVEY CONTROL
 KN0375  ______________________________________________________________________
 KN0375* NAD 83(1994) POSITION- 39 31 43.03496(N) 111 18 03.27417(W)   ADJUSTED
 KN0375* NAVD 88 ORTHO HEIGHT -  3233.2   (meters)    10608.    (feet) VERTCON3
 KN0375  ______________________________________________________________________
 KN0375  GEOID HEIGHT    -        -16.094 (meters)                     GEOID18
 KN0375  LAPLACE CORR    -         11.50  (seconds)                    DEFLEC18
 KN0375  HORZ ORDER      -  THIRD
 KN0375
 KN0375.The horizontal coordinates were established by classical geodetic methods
 KN0375.and adjusted by the National Geodetic Survey in November 1997.
 KN0375
 KN0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0375
 KN0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0375.GEOID18 height accuracy estimate available here.
 KN0375
 KN0375.Click photographs - Photos may exist for this station.
 KN0375
 KN0375.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0375
 KN0375. The following values were computed from the NAD 83(1994) position.
 KN0375
 KN0375;                    North         East     Units Scale Factor Converg.
 KN0375;SPC UT C     - 2,132,718.220   517,115.927   MT  0.99991304   +0 07 39.1
 KN0375;SPC UT C     - 6,997,093.03  1,696,571.17   sFT  0.99991304   +0 07 39.1
 KN0375;UTM  12      - 4,375,484.095   474,138.690   MT  0.99960823   -0 11 29.5
 KN0375
 KN0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0375!SPC UT C     -   0.99949554  x   0.99991304  =   0.99940862
 KN0375!UTM  12      -   0.99949554  x   0.99960823  =   0.99910396
 KN0375
 KN0375:                Primary Azimuth Mark                     Grid Az
 KN0375:SPC UT C     -  MONUMENT                                 048 14 48.8
 KN0375:UTM  12      -  MONUMENT                                 048 33 57.4
 KN0375
 KN0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ7413875484(NAD 83)
 KN0375
 KN0375|---------------------------------------------------------------------|
 KN0375| PID    Reference Object                     Distance      Geod. Az  |
 KN0375|                                                           dddmmss.s |
 KN0375| KN0369 MONUMENT                            APPROX.14.3 KM 0482227.9 |
 KN0375|---------------------------------------------------------------------|
 KN0375
 KN0375                          SUPERSEDED SURVEY CONTROL
 KN0375
 KN0375  NAD 83(1993)-  39 31 43.02664(N)    111 18 03.27003(W) AD(       ) 3
 KN0375  NAD 83(1986)-  39 31 43.02365(N)    111 18 03.26925(W) AD(       ) 3
 KN0375  NAD 27      -  39 31 43.17228(N)    111 18 00.62104(W) AD(       ) 3
 KN0375  NGVD 29 (07/19/86) 3231.6    (m)        10602.     (f) VERT ANG       
 KN0375
 KN0375.Superseded values are not recommended for survey control.
 KN0375
 KN0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0375.See file dsdata.pdf to determine how the superseded data were derived.
 KN0375
 KN0375_MARKER: DB = BENCH MARK DISK
 KN0375_SETTING: 80 = SET IN A BOULDER
 KN0375_STAMPING: JORDAN 1938
 KN0375_MARK LOGO: USGS
 KN0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0375+STABILITY: SURFACE MOTION
 KN0375
 KN0375  HISTORY     - Date     Condition        Report By
 KN0375  HISTORY     - 1938     MONUMENTED       USGS
 KN0375  HISTORY     - 20160905 MARK NOT FOUND   INDIV
 KN0375
 KN0375                          STATION DESCRIPTION
 KN0375
 KN0375'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 KN0375'LOCATED 8.5 MI. E. THEN 1 MI. S. OF TOWN OF MT. PLEASANT, 4.5 MI. S.
 KN0375'OF JUNCTION OF MT. PLEASANT RD. WITH SKYLINE DRIVE, ON N. END OF
 KN0375'ROCK KNOLL WHICH BREAKS ABRUPTLY TO E. AND IS COVERED WITH TIMBER ON
 KN0375'W. SLOPE.  (THIS KNOLL IS NOT THE HIGHEST POINT IN VICINITY BUT WAS
 KN0375'USED TO MAKE ---HILL TOP--- TRIANGULATION STATION VISIBLE THROUGH HILL
 KN0375'TOP PASS.  NEAR NW. CORNER OF QUADRANGLE.)  THIS KNOLL IS 1 MI. S. OF
 KN0375'A WIDE, SHALLOW SADDLE IN RIDGE ALONG SKYLINE DRIVE.  STATION IS ABOUT
 KN0375'150 FT. E. OF AND ABOUT 100 FT. ABOVE SKYLINE DR.
 KN0375'
 KN0375'TO REACH FROM FAIRVIEW, GO N. ON U.S. HIGHWAY 89 FOR 0.4 MI. TO STATE
 KN0375'31, THEN E. ON STATE HIGHWAY 31 FOR 11.5 MI. TO JUNCTION OF STATE
 KN0375'HIGHWAY 31 AND SKYLINE DRIVE, THEN RIGHT S. ON SKYLINE DRIVE FOR 11.5
 KN0375'MI. TO POINT ON SKYLINE DRIVE OPPOSITE STATION.
 KN0375'
 KN0375'STATION MARK - STANDARD TABLET STAMPED ---JORDAN 1938--- CEMENTED IN
 KN0375'SANDSTONE BOULDER.
 KN0375'
 KN0375'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 KN0375'---NO.1--- CEMENTED IN BOULDER, 27.38 FT. DISTANT FROM STATION MARK,
 KN0375'S 19 DEG 02 MIN W.
 KN0375'
 KN0375'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED
 KN0375'---NO.2--- CEMENTED IN BOULDER, 14.5 FT. DISTANT FROM STATION MARK,
 KN0375'N 63 DEG 31 MIN W.
 KN0375
 KN0375                          STATION RECOVERY (2016)
 KN0375
 KN0375'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JEC)
 KN0375'REFERENCE MARK NO.1 (NO PID) WAS RECOVERED AS DESCRIBED IN GOOD
 KN0375'CONDITION. STATION MARK AND REFERENCE MARK NO.2 WERE NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3699 ***********************************************************************
 AA3699  CBN         -  This is a Cooperative Base Network Control Station.
 AA3699  DESIGNATION -  JORDANELLE
 AA3699  PID         -  AA3699
 AA3699  STATE/COUNTY-  UT/WASATCH
 AA3699  COUNTRY     -  US
 AA3699  USGS QUAD   -  HEBER CITY (2017)
 AA3699
 AA3699                         *CURRENT SURVEY CONTROL
 AA3699  ______________________________________________________________________
 AA3699* NAD 83(2011) POSITION- 40 35 39.26175(N) 111 24 54.64568(W)   ADJUSTED
 AA3699* NAD 83(2011) ELLIP HT-  1954.690 (meters)        (06/27/12)   ADJUSTED
 AA3699* NAD 83(2011) EPOCH   -  2010.00
 AA3699* NAVD 88 ORTHO HEIGHT -  1970.3   (meters)     6464.    (feet) GPS OBS
 AA3699  ______________________________________________________________________
 AA3699  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3699  GEOID HEIGHT    -         -15.28 (meters)                     GEOID93
 AA3699  GEOID HEIGHT    -        -15.543 (meters)                     GEOID18
 AA3699  NAD 83(2011) X  - -1,771,402.357 (meters)                     COMP
 AA3699  NAD 83(2011) Y  - -4,516,563.471 (meters)                     COMP
 AA3699  NAD 83(2011) Z  -  4,129,583.726 (meters)                     COMP
 AA3699  LAPLACE CORR    -          2.89  (seconds)                    DEFLEC18
 AA3699
 AA3699  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3699  Standards:
 AA3699         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3699            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3699  -------------------------------------------------------------------
 AA3699  NETWORK    1.46   2.43           0.69   0.45   1.24     -0.14921160
 AA3699  -------------------------------------------------------------------
 AA3699  Click here for local accuracies and other accuracy information.
 AA3699
 AA3699.The horizontal coordinates were established by GPS observations
 AA3699.and adjusted by the National Geodetic Survey in June 2012.
 AA3699
 AA3699.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3699.been affixed to the stable North American tectonic plate. See 
 AA3699.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3699
 AA3699.The horizontal coordinates are valid at the epoch date displayed above
 AA3699.which is a decimal equivalence of Year/Month/Day.
 AA3699
 AA3699.The orthometric height was determined by GPS observations and a
 AA3699.high-resolution geoid model.
 AA3699
 AA3699.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3699.GEOID18 height accuracy estimate available here.
 AA3699
 AA3699.Click photographs - Photos may exist for this station.
 AA3699
 AA3699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3699
 AA3699.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3699
 AA3699.The ellipsoidal height was determined by GPS observations
 AA3699.and is referenced to NAD 83.
 AA3699
 AA3699. The following values were computed from the NAD 83(2011) position.
 AA3699
 AA3699;                    North         East     Units Scale Factor Converg.
 AA3699;SPC UT C     - 2,251,015.058   507,179.888   MT  0.99998660   +0 03 15.6
 AA3699;SPC UT C     - 7,385,205.24  1,663,972.68   sFT  0.99998660   +0 03 15.6
 AA3699;UTM  12      - 4,493,798.196   464,869.480   MT  0.99961519   -0 16 12.6
 AA3699
 AA3699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3699!SPC UT C     -   0.99969347  x   0.99998660  =   0.99968007
 AA3699!UTM  12      -   0.99969347  x   0.99961519  =   0.99930877
 AA3699
 AA3699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK6486993798(NAD 83)
 AA3699
 AA3699                          SUPERSEDED SURVEY CONTROL
 AA3699
 AA3699  NAD 83(2007)-  40 35 39.26148(N)    111 24 54.64660(W) AD(2002.00) 0
 AA3699  ELLIP H (02/10/07) 1954.706  (m)                       GP(2002.00)    
 AA3699  ELLIP H (11/14/01) 1954.727  (m)                       GP(       ) 4 2
 AA3699  NAD 83(1994)-  40 35 39.26056(N)    111 24 54.64519(W) AD(       ) B
 AA3699  ELLIP H (04/21/95) 1954.776  (m)                       GP(       ) 4 1
 AA3699
 AA3699.Superseded values are not recommended for survey control.
 AA3699
 AA3699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3699.See file dsdata.pdf to determine how the superseded data were derived.
 AA3699
 AA3699_MARKER: F = FLANGE-ENCASED ROD
 AA3699_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3699_STAMPING: JORDANELLE 1994
 AA3699_MARK LOGO: NGS
 AA3699_PROJECTION: FLUSH
 AA3699_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3699+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2023
 AA3699_ROD/PIPE-DEPTH: 1.3 meters
 AA3699_SLEEVE-DEPTH  : 0.85 meters
 AA3699
 AA3699  HISTORY     - Date     Condition        Report By
 AA3699  HISTORY     - 1994     MONUMENTED       NGS
 AA3699  HISTORY     - 20040419 GOOD             INDIV
 AA3699  HISTORY     - 20231213 GOOD             BOR
 AA3699
 AA3699                          STATION DESCRIPTION
 AA3699
 AA3699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3699'THE STATION IS LOCATED ABOUT 38 KM (23.60 MI) SOUTHEAST OF SALT LAKE
 AA3699'CITY, 38 KM (23.60 MI) NORTHEAST OF PROVO, AT AN OVERLOOK AREA ON TOP
 AA3699'OF A HILL FACING NORTHWEST ALONG STATE HIGHWAY 32, ON THE SOUTH SIDE
 AA3699'OF A LAKE AND EAST OF A DAM.  OWNERSHIP--UTAH DEPARTMENT OF
 AA3699'TRANSPORTATION. TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 AA3699'STATE HIGHWAY 32, ABOUT 11 KM (6.85 MI) NORTHWEST OF HEBER CITY, GO
 AA3699'NORTH-NORTHEAST AND UPHILL ON HIGHWAY 32 FOR 4.53 KM (2.80 MI) TO AN
 AA3699'OVERLOOK ON THE LEFT AND THE STATION ON THE LEFT. STATION IS A PUNCH
 AA3699'HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED
 AA3699'SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AA3699'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 44.3 M (145.3
 AA3699'FT) NORTHWEST OF THE CENTER OF HIGHWAY 32, 11.8 M (38.7 FT) NORTHWEST
 AA3699'OF THE NORTHWEST EDGE OF THE PARKING AREA, 9.7 M (31.8 FT) NORTHEAST
 AA3699'OF THE NORTHEAST LEG OF THE EAST ONE OF THREE INFORMATION STANDS, AND
 AA3699'11.8 M (38.7 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST IN A FENCE.
 AA3699'DESCRIBED BY D.G. AUG
 AA3699
 AA3699                          STATION RECOVERY (2004)
 AA3699
 AA3699'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RCW)
 AA3699'RECOVERED IN GOOD CONDITION.
 AA3699
 AA3699                          STATION RECOVERY (2023)
 AA3699
 AA3699'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2023 (DBM)
 AA3699'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0443 ***********************************************************************
 KN0443  DESIGNATION -  JUAB
 KN0443  PID         -  KN0443
 KN0443  STATE/COUNTY-  UT/JUAB
 KN0443  COUNTRY     -  US
 KN0443  USGS QUAD   -  JUAB (2017)
 KN0443
 KN0443                         *CURRENT SURVEY CONTROL
 KN0443  ______________________________________________________________________
 KN0443* NAD 83(1994) POSITION- 39 30 25.88381(N) 111 59 15.01659(W)   ADJUSTED
 KN0443* NAVD 88 ORTHO HEIGHT -  1764.5   (meters)     5789.    (feet) VERTCON3
 KN0443  ______________________________________________________________________
 KN0443  GEOID HEIGHT    -        -18.190 (meters)                     GEOID18
 KN0443  LAPLACE CORR    -          2.99  (seconds)                    DEFLEC18
 KN0443  HORZ ORDER      -  FIRST
 KN0443
 KN0443.The horizontal coordinates were established by classical geodetic methods
 KN0443.and adjusted by the National Geodetic Survey in November 1997.
 KN0443
 KN0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0443
 KN0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0443.GEOID18 height accuracy estimate available here.
 KN0443
 KN0443.Click photographs - Photos may exist for this station.
 KN0443
 KN0443.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0443
 KN0443. The following values were computed from the NAD 83(1994) position.
 KN0443
 KN0443;                    North         East     Units Scale Factor Converg.
 KN0443;SPC UT C     - 2,130,434.255   458,076.150   MT  0.99991509   -0 18 44.2
 KN0443;SPC UT C     - 6,989,599.72  1,502,871.50   sFT  0.99991509   -0 18 44.2
 KN0443;UTM  12      - 4,373,527.908   415,103.265   MT  0.99968874   -0 37 41.7
 KN0443
 KN0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0443!SPC UT C     -   0.99972610  x   0.99991509  =   0.99964122
 KN0443!UTM  12      -   0.99972610  x   0.99968874  =   0.99941493
 KN0443
 KN0443:                Primary Azimuth Mark                     Grid Az
 KN0443:SPC UT C     -  JUAB AZ MK                               011 30 28.2
 KN0443:UTM  12      -  JUAB AZ MK                               011 49 25.7
 KN0443
 KN0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ1510373527(NAD 83)
 KN0443
 KN0443|---------------------------------------------------------------------|
 KN0443| PID    Reference Object                     Distance      Geod. Az  |
 KN0443|                                                           dddmmss.s |
 KN0443| CM4953 JUAB AZ MK                                         0111144.0 |
 KN0443| CM4954 JUAB RM 1                             7.307 METERS 19714     |
 KN0443| KO0403 MILLS UP RR WATER TANK              APPROX. 4.9 KM 2405900.1 |
 KN0443| CM4955 JUAB RM 2                             7.244 METERS 31422     |
 KN0443|---------------------------------------------------------------------|
 KN0443
 KN0443                          SUPERSEDED SURVEY CONTROL
 KN0443
 KN0443  NAD 83(1993)-  39 30 25.87323(N)    111 59 15.00995(W) AD(       ) 1
 KN0443  NAD 83(1986)-  39 30 25.87318(N)    111 59 15.00973(W) AD(       ) 1
 KN0443  NAD 27      -  39 30 26.02800(N)    111 59 12.25700(W) AD(       ) 1
 KN0443  NGVD 29 (07/19/86) 1763.3    (m)         5785.     (f) VERT ANG       
 KN0443
 KN0443.Superseded values are not recommended for survey control.
 KN0443
 KN0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0443.See file dsdata.pdf to determine how the superseded data were derived.
 KN0443
 KN0443_MARKER: DS = TRIANGULATION STATION DISK
 KN0443_SETTING: 66 = SET IN ROCK OUTCROP
 KN0443
 KN0443  HISTORY     - Date     Condition        Report By
 KN0443  HISTORY     - 1938     MONUMENTED       CGS
 KN0443  HISTORY     - 1947     GOOD             CGS
 KN0443
 KN0443                          STATION DESCRIPTION
 KN0443
 KN0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0443'ABOUT 3/4 MILE S AND ABOUT 2.0 MILES W OF JUAB STATION ON
 KN0443'UNION PACIFIC RAILWAY.  STATION IS LOCATED ON A POINT OF A
 KN0443'RIDGE WHICH RUNS N AND S.  THIS RIDGE DROPS OFF STEEP TO W
 KN0443'AND SLOPES TO E.  THERE ARE HIGHER POINTS TO N ON SAME RIDGE.
 KN0443'TO W ABOUT 1/2 MILE DISTANT THERE IS A RIDGE WHICH RUNS N AND
 KN0443'S, PARALLEL TO RIDGE ON WHICH STATION IS LOCATED.
 KN0443'
 KN0443'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 KN0443'DISKS IN BEDROCK.
 KN0443'
 KN0443'TO REACH STATION FROM LEVAN, UTAH, GO S ON U.S. 91, WESTERLY
 KN0443'AND SOUTHWESTERLY 5.4 MILES TO JUAB STATION ON UNION PACIFIC
 KN0443'RAILWAY.  THENCE CONTINUE ON HIGHWAY 2.5 MILES TO A FORK.
 KN0443'HERE TAKE R FORK, A GRADED DIRT ROAD 0.9 MILE TO A FENCE
 KN0443'CORNER ON R AND A DIM TRACK ROAD LEADING R, ABOUT 50 YARDS
 KN0443'W.  TURN R ON DIM TRACK ROAD AND GO 0.2 MILE TO ANOTHER
 KN0443'FENCE CORNER.  THENCE TURN R, NORTHEASTERLY AND CONTINUE
 KN0443'0.1 MILE TO MOUTH OF A FLAT GRASSY WASH.  THENCE TURN L UP
 KN0443'THIS WASH AND FOLLOW TRACK ROAD 0.8 MILE TO A DIM FORK.
 KN0443'THENCE TAKE L FORK UP RIDGE, WESTERLY AND NORTHWESTERLY TO TOP
 KN0443'OF RIDGE AND STATION SITE.
 KN0443'
 KN0443'REFERENCE MARK NO. 1 IS S BY W OF AND ABOUT 2 FEET LOWER
 KN0443'THAN STATION.  REFERENCE MARK NO. 2 IS NW OF AND ABOUT 5 FEET
 KN0443'LOWER IN ELEVATION THAN STATION.  AZIMUTH MARK IS ABOUT 0.35
 KN0443'MILE N BY E OF STATION AND ABOUT 25 FEET HIGHER IN ELEVATION.
 KN0443'IT IS ON SAME RIDGE AS STATION AND ABOUT 15 FEET E OF TOP OF
 KN0443'RIDGE.
 KN0443
 KN0443                          STATION RECOVERY (1947)
 KN0443
 KN0443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KN0443'STATION AND ALL MARKS FOUND AS PREVIOUSLY DESCRIBED AND IN
 KN0443'GOOD CONDITION.
 KN0443'
 KN0443'A NEW DESCRIPTION IS AS FOLLOWS--
 KN0443'
 KN0443'STATION LOCATED ABOUT 3/4 MILE SOUTH AND 2.0 MILES WEST OF
 KN0443'JUAB (UNION PACIFIC RAILWAY STATION), ON A POINT OF A NORTH-SOUTH
 KN0443'RIDGE, WHICH DROPS OFF STEEP TO WEST AND SLOPES TO EAST.
 KN0443'THERE ARE HIGHER POINTS OF THIS RIDGE TO NORTH.  TO WEST ABOUT
 KN0443'1 MILE THERE IS ANOTHER RIDGE, WHICH RUNS PARALLEL TO RIDGE
 KN0443'THAT STATION IS ON.  STATION IS APPROXIMATELY 10 FEET EAST
 KN0443'OF WEST EDGE OF RIM, PROJECTS 3 INCHES, AS DESCRIBED IN NOTE 2,
 KN0443'AND STAMPED--JUAB 1938.
 KN0443'
 KN0443'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN
 KN0443'STATION, 6 FEET EAST OF WEST EDGE OF RIM, SET FLUSH WITH GROUND,
 KN0443'AND STAMPED--JUAB NO 1 1938.
 KN0443'
 KN0443'REFERENCE MARK NO. 2 IS APPROXIMATELY 5 FEET LOWER THAN STATION,
 KN0443'1 FOOT EAST OF WEST EDGE OF RIM, SET FLUSH WITH GROUND,
 KN0443'AND STAMPED--JUAB NO 2 1938.
 KN0443'
 KN0443'AZIMUTH MARK IS ON SAME RIDGE AS STATION, APPROXIMATELY 21 FEET
 KN0443'EAST OF WEST EDGE OF RIM, 1 FOOT SOUTH OF ROCK CAIRN, SET
 KN0443'FLUSH WITH GROUND, AND STAMPED--JUAB
 KN0443'1938.
 KN0443'
 KN0443'TO REACH FROM LEVAN, AT JUNCTION OF U.S. HIGHWAY 91 AND STATE
 KN0443'ROUTE 28, GO WEST ON U.S. HIGHWAY 91 FOR 5.4 MILES TO JUAB
 KN0443'(UNION PACIFIC RAILWAY STATION).  CONTINUE ON HIGHWAY FOR
 KN0443'2.4 MILES TO SIDE ROAD RIGHT.  TURN RIGHT, AND GO 0.9 MILE
 KN0443'ON DIRT ROAD TO A FENCE CORNER ON RIGHT AND A DIM ROAD RIGHT.
 KN0443'TURN RIGHT, ONTO THIS DIM ROAD, AND GO 0.3 MILE TO MOUTH OF
 KN0443'FLAT, GRASSY WASH AND DIM TRACK ROAD.  TURN LEFT AND FOLLOW
 KN0443'TRACK ROAD FOR 0.75 MILE TO A DIM FORK.  TURN LEFT AND FOLLOW
 KN0443'DIM ROAD UP RIDGE TO TOP OF RIDGE, THENCE ALONG RIDGE IN
 KN0443'NORTHERLY DIRECTION FOR A TOTAL DISTANCE OF ABOUT 0.8 MILE.
 KN0443'A DRIVE STATION IN TRUCK WITH COMPOUND GEAR.
 KN0443'
 KN0443'OBSERVATIONS MADE FROM A 1.25 METER TRIPOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AB3355 ***********************************************************************
 AB3355  DESIGNATION -  JUDD
 AB3355  PID         -  AB3355
 AB3355  STATE/COUNTY-  UT/BOX ELDER
 AB3355  COUNTRY     -  US
 AB3355  USGS QUAD   -  JUDD MOUNTAIN (2017)
 AB3355
 AB3355                         *CURRENT SURVEY CONTROL
 AB3355  ______________________________________________________________________
 AB3355* NAD 83(1994) POSITION- 41 47 49.07536(N) 114 00 11.53892(W)   ADJUSTED
 AB3355* NAVD 88 ORTHO HEIGHT -  2408.6   (meters)     7902.    (feet) VERTCON3
 AB3355  ______________________________________________________________________
 AB3355  GEOID HEIGHT    -        -15.268 (meters)                     GEOID18
 AB3355  LAPLACE CORR    -          2.84  (seconds)                    DEFLEC18
 AB3355  HORZ ORDER      -  THIRD
 AB3355
 AB3355.The horizontal coordinates were established by classical geodetic methods
 AB3355.and adjusted by the National Geodetic Survey in November 1997.
 AB3355
 AB3355.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3355
 AB3355.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3355.GEOID18 height accuracy estimate available here.
 AB3355
 AB3355.Click photographs - Photos may exist for this station.
 AB3355
 AB3355.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3355
 AB3355. The following values were computed from the NAD 83(1994) position.
 AB3355
 AB3355;                    North         East     Units Scale Factor Converg.
 AB3355;SPC UT N     - 1,165,538.560   291,977.884   MT  1.00000224   -1 39 01.8
 AB3355;SPC UT N     - 3,823,937.76    957,930.77   sFT  1.00000224   -1 39 01.8
 AB3355;UTM  11      - 4,631,575.908   748,987.657   MT  1.00036295   +1 59 54.1
 AB3355;UTM  12      - 4,631,594.514   250,479.673   MT  1.00036622   -2 00 09.5
 AB3355
 AB3355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3355!SPC UT N     -   0.99962476  x   1.00000224  =   0.99962700
 AB3355!UTM  11      -   0.99962476  x   1.00036295  =   0.99998758
 AB3355!UTM  12      -   0.99962476  x   1.00036622  =   0.99999085
 AB3355
 AB3355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG4898731575(NAD 83)
 AB3355
 AB3355                          SUPERSEDED SURVEY CONTROL
 AB3355
 AB3355  NAD 83(1986)-  41 47 49.06727(N)    114 00 11.54222(W) AD(       ) 3
 AB3355  NGVD 29 (12/14/94) 2407.3    (m)         7898.     (f) VERT ANG       
 AB3355
 AB3355.Superseded values are not recommended for survey control.
 AB3355
 AB3355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3355.See file dsdata.pdf to determine how the superseded data were derived.
 AB3355
 AB3355_MARKER: DB = BENCH MARK DISK
 AB3355_SETTING: 66 = SET IN ROCK OUTCROP
 AB3355_STAMPING: JUDD 1957
 AB3355_MARK LOGO: USGS
 AB3355_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB3355+STABILITY: POSITION/ELEVATION WELL
 AB3355
 AB3355  HISTORY     - Date     Condition        Report By
 AB3355  HISTORY     - 1957     MONUMENTED       USGS
 AB3355
 AB3355                          STATION DESCRIPTION
 AB3355
 AB3355'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 AB3355'LOCATED ABOUT 19 MI. W. OF CONTACT, NEVADA, 10 MI. S. OF THREE
 AB3355'CORNERS, 56 FT. N. OF TOP.
 AB3355'STATION REACHED BY HELICOPTER.
 AB3355'TO REACH FROM THE ELEMENTARY SCHOOL IN GROUSE CREEK, UTAH, DRIVE S.
 AB3355'ALONG THE MAIN RD. FOR 0.5 MI., TURN RIGHT (W.) AND FOLLOW RD. TO
 AB3355'ETNA, UTAH FOR 3.6 MI., TURN RIGHT (N.) AT RD. TO ETNA RESERVOIR (EAST
 AB3355'SIDE OF ETNA CREEK) FOR 5.3 MI., TURN LEFT (SW.) AT CORRAL ON WEST
 AB3355'SIDE OF STRAIGHT FORK CREEK, CROSS CREEK AND FOLLOW RD. S. FOR 0.1
 AB3355'MI., TURN RIGHT (NW.) AND FOLLOW JEEP TRAIL NW. FOR 3.5 MI. TO SADDLE
 AB3355'AND END OF TRUCK TRAVEL.  PACK GENERALLY NW. ALONG RIDGE FOR
 AB3355'APPROXIMATELY 1.5 MI. TO HIGH TOP AND STATION ABOUT 50 FT. N. AND 2
 AB3355'FT. BELOW HIGHEST POINT OF TO TOP.
 AB3355'STATION MARK--STANDARD TABLET STAMPED---JUDD 1957---, CEMENTED IN TOP
 AB3355'OF ROCK OUTCROP.
 AB3355'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER STAMPED---1---, CEMENTED
 AB3355'IN TOP OF SMALL ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0402 ***********************************************************************
 LP0402  DESIGNATION -  JUNCTION
 LP0402  PID         -  LP0402
 LP0402  STATE/COUNTY-  UT/SALT LAKE
 LP0402  COUNTRY     -  US
 LP0402  USGS QUAD   -  COPPERTON (2017)
 LP0402
 LP0402                         *CURRENT SURVEY CONTROL
 LP0402  ______________________________________________________________________
 LP0402* NAD 83(1994) POSITION- 40 34 01.19096(N) 112 03 48.31997(W)   ADJUSTED
 LP0402* NAVD 88 ORTHO HEIGHT -  1587.5   (meters)     5208.    (feet) VERTCON3
 LP0402  ______________________________________________________________________
 LP0402  GEOID HEIGHT    -        -17.224 (meters)                     GEOID18
 LP0402  LAPLACE CORR    -         -4.48  (seconds)                    DEFLEC18
 LP0402  HORZ ORDER      -  THIRD
 LP0402
 LP0402.The horizontal coordinates were established by classical geodetic methods
 LP0402.and adjusted by the National Geodetic Survey in November 1997.
 LP0402
 LP0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0402
 LP0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0402.GEOID18 height accuracy estimate available here.
 LP0402
 LP0402.Click photographs - Photos may exist for this station.
 LP0402
 LP0402.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0402
 LP0402. The following values were computed from the NAD 83(1994) position.
 LP0402
 LP0402;                    North         East     Units Scale Factor Converg.
 LP0402;SPC UT C     - 2,248,136.878   452,288.755   MT  0.99998041   -0 21 39.3
 LP0402;SPC UT C     - 7,375,762.41  1,483,884.02   sFT  0.99998041   -0 21 39.3
 LP0402;UTM  12      - 4,491,234.801   409,981.030   MT  0.99969974   -0 41 29.9
 LP0402
 LP0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0402!SPC UT C     -   0.99975373  x   0.99998041  =   0.99973415
 LP0402!UTM  12      -   0.99975373  x   0.99969974  =   0.99945355
 LP0402
 LP0402:                Primary Azimuth Mark                     Grid Az
 LP0402:SPC UT C     -  DIKE                                     091 36 48.1
 LP0402:UTM  12      -  DIKE                                     091 56 38.7
 LP0402
 LP0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK0998191234(NAD 83)
 LP0402
 LP0402|---------------------------------------------------------------------|
 LP0402| PID    Reference Object                     Distance      Geod. Az  |
 LP0402|                                                           dddmmss.s |
 LP0402| LO0897 DIKE                                APPROX. 5.5 KM 0911508.8 |
 LP0402|---------------------------------------------------------------------|
 LP0402
 LP0402                          SUPERSEDED SURVEY CONTROL
 LP0402
 LP0402  NAD 83(1993)-  40 34 01.19032(N)    112 03 48.31847(W) AD(       ) 3
 LP0402  NAD 83(1986)-  40 34 01.18069(N)    112 03 48.31265(W) AD(       ) 3
 LP0402  NAD 27      -  40 34 01.37011(N)    112 03 45.52962(W) AD(       ) 3
 LP0402  NGVD 29 (07/19/86) 1586.5    (m)         5205.     (f) VERT ANG       
 LP0402
 LP0402.Superseded values are not recommended for survey control.
 LP0402
 LP0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0402.See file dsdata.pdf to determine how the superseded data were derived.
 LP0402
 LP0402_MARKER: DD = SURVEY DISK
 LP0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0402_STAMPING: JUNCTION 1950
 LP0402_MARK LOGO: USGS
 LP0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0402+STABILITY: SURFACE MOTION
 LP0402
 LP0402  HISTORY     - Date     Condition        Report By
 LP0402  HISTORY     - 1950     MONUMENTED       USGS
 LP0402  HISTORY     - 1967     GOOD             USGS
 LP0402
 LP0402                          STATION DESCRIPTION
 LP0402
 LP0402'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 LP0402'LOCATED ABOUT 9 MI. SW. OF MIDVALE, 4.5 MI. NE. OF BINGHAM, ON MOUND
 LP0402'ON W. EDGE OF STATE HIGHWAY 111.  STATION IS 2 FT. HIGHER THAN FIELD
 LP0402'TO W., AND 4 FT. HIGHER AND 42.5 FT. E. OF CENTERLINE OF STATE
 LP0402'HIGHWAY 111.
 LP0402'
 LP0402'TO REACH FROM JUNCTION OF STATE HIGHWAY 48 AND
 LP0402'STATE HIGHWAY 111, GO S. ON HIGHWAY 111 0.6 MI. TO STATION.
 LP0402'
 LP0402'STATION MARK--STANDARD TABLET STAMPED ---JUNCTION 1950--- SET IN HOLE
 LP0402'IN CONCRETE BLOCK.
 LP0402'
 LP0402'REFERENCE MARK NO. 1--CENTER OF UTAH STATE HIGHWAY RIGHT-OF-WAY IRON
 LP0402'PIPE WITH A BRASS MARKER, 216.92 FT. FROM STATION MARK,
 LP0402'N 63 DEG 15 MIN W.
 LP0402'
 LP0402'REFERENCE MARK NO. 2--SMALL STEEL ROD PROJECTING ABOVE WATER VALVE IN
 LP0402'FIELD, 300.58 FT. FROM STATION MARK, N 79 DEG 08 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0544 ***********************************************************************
 JM0544  DESIGNATION -  JUNCTION
 JM0544  PID         -  JM0544
 JM0544  STATE/COUNTY-  UT/SAN JUAN
 JM0544  COUNTRY     -  US
 JM0544  USGS QUAD   -  MONUMENT BASIN (2017)
 JM0544
 JM0544                         *CURRENT SURVEY CONTROL
 JM0544  ______________________________________________________________________
 JM0544* NAD 83(1994) POSITION- 38 17 11.36624(N) 109 52 22.77170(W)   ADJUSTED
 JM0544* NAVD 88 ORTHO HEIGHT -  1951.6   (meters)     6403.    (feet) VERTCON3
 JM0544  ______________________________________________________________________
 JM0544  GEOID HEIGHT    -        -20.099 (meters)                     GEOID18
 JM0544  LAPLACE CORR    -          2.15  (seconds)                    DEFLEC18
 JM0544  HORZ ORDER      -  THIRD
 JM0544
 JM0544.The horizontal coordinates were established by classical geodetic methods
 JM0544.and adjusted by the National Geodetic Survey in November 1997.
 JM0544
 JM0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0544
 JM0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0544.GEOID18 height accuracy estimate available here.
 JM0544
 JM0544.Click photographs - Photos may exist for this station.
 JM0544
 JM0544.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0544
 JM0544. The following values were computed from the NAD 83(1994) position.
 JM0544
 JM0544;                    North         East     Units Scale Factor Converg.
 JM0544;SPC UT S     - 3,181,016.780   642,337.722   MT  0.99998967   +0 59 48.6
 JM0544;SPC UT S     -10,436,385.89  2,107,403.01   sFT  0.99998967   +0 59 48.6
 JM0544;UTM  12      - 4,238,203.188   598,563.592   MT  0.99971964   +0 41 54.0
 JM0544
 JM0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0544!SPC UT S     -   0.99969703  x   0.99998967  =   0.99968670
 JM0544!UTM  12      -   0.99969703  x   0.99971964  =   0.99941675
 JM0544
 JM0544:                Primary Azimuth Mark                     Grid Az
 JM0544:SPC UT S     -  2 142B                                   186 31 47.2
 JM0544:UTM  12      -  2 142B                                   186 49 41.8
 JM0544
 JM0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH9856338203(NAD 83)
 JM0544
 JM0544|---------------------------------------------------------------------|
 JM0544| PID    Reference Object                     Distance      Geod. Az  |
 JM0544|                                                           dddmmss.s |
 JM0544| JM0546 2 142B                              APPROX. 3.6 KM 1873135.8 |
 JM0544|---------------------------------------------------------------------|
 JM0544
 JM0544                          SUPERSEDED SURVEY CONTROL
 JM0544
 JM0544  NAD 83(1986)-  38 17 11.35650(N)    109 52 22.77177(W) AD(       ) 3
 JM0544  NAD 27      -  38 17 11.41058(N)    109 52 20.32872(W) AD(       ) 3
 JM0544  NGVD 29 (07/19/86) 1950.6    (m)         6400.     (f) VERT ANG       
 JM0544
 JM0544.Superseded values are not recommended for survey control.
 JM0544
 JM0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0544.See file dsdata.pdf to determine how the superseded data were derived.
 JM0544
 JM0544_MARKER: DD = SURVEY DISK
 JM0544_SETTING: 66 = SET IN ROCK OUTCROP
 JM0544_STAMPING: JUNCTION 1951
 JM0544_MARK LOGO: USGS
 JM0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0544+STABILITY: POSITION/ELEVATION WELL
 JM0544
 JM0544  HISTORY     - Date     Condition        Report By
 JM0544  HISTORY     - 1951     MONUMENTED       USGS
 JM0544  HISTORY     - 1953     GOOD             USGS
 JM0544
 JM0544                          STATION DESCRIPTION
 JM0544
 JM0544'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JM0544'LOCATED ABOUT 26 MI. SW. OF MOAB AND 6 MI. N. AND SLIGHTLY E. OF
 JM0544'JUNCTION OF  THE COLORADO AND GREEN RIVERS ON TOP OF LARGE ISOLATED
 JM0544'BUTTE.
 JM0544'
 JM0544'STATION CAN BE REACHED BY HELICOPTER ONLY.  (NO RDS. WERE OBSERVED IN
 JM0544'VICINITY.)
 JM0544'
 JM0544'STATION MARK - STANDARD TABLET STAMPED ---JUNCTION 1951--- CEMENTED IN
 JM0544'SOLID ROCK OUTCROP.
 JM0544'
 JM0544'REFERENCE MARK NO.1-STANDARD REFERENCE MARK TABLET STAMPED ---JUNCTION
 JM0544'NO.1 1951--- CEMENTED IN SOLID ROCK OUTCROP 47.80 FT. FROM STATION
 JM0544'MARK, S 47 DEG 22 MIN W.
 JM0544'
 JM0544'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED
 JM0544'--- JUNCTION NO.2 1951 --- CEMENTED IN SOLID ROCK OUTCROP, 45.22 FT.
 JM0544'FROM STATION MARK IN AZIMUTH 146 DEG 58.
 JM0544
 JM0544                          STATION RECOVERY (1953)
 JM0544
 JM0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (JCS)
 JM0544'STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0598 ***********************************************************************
 JO0598  DESIGNATION -  JUNIPER
 JO0598  PID         -  JO0598
 JO0598  STATE/COUNTY-  UT/MILLARD
 JO0598  COUNTRY     -  US
 JO0598  USGS QUAD   -  BIG JENSEN PASS (2017)
 JO0598
 JO0598                         *CURRENT SURVEY CONTROL
 JO0598  ______________________________________________________________________
 JO0598* NAD 83(1994) POSITION- 38 49 55.38347(N) 113 48 35.71139(W)   ADJUSTED
 JO0598* NAVD 88 ORTHO HEIGHT -  2383.3   (meters)     7819.    (feet) VERTCON3
 JO0598  ______________________________________________________________________
 JO0598  GEOID HEIGHT    -        -20.463 (meters)                     GEOID18
 JO0598  LAPLACE CORR    -          2.67  (seconds)                    DEFLEC18
 JO0598  HORZ ORDER      -  THIRD
 JO0598
 JO0598.The horizontal coordinates were established by classical geodetic methods
 JO0598.and adjusted by the National Geodetic Survey in November 1997.
 JO0598
 JO0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0598
 JO0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0598.GEOID18 height accuracy estimate available here.
 JO0598
 JO0598.Click photographs - Photos may exist for this station.
 JO0598
 JO0598.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0598
 JO0598. The following values were computed from the NAD 83(1994) position.
 JO0598
 JO0598;                    North         East     Units Scale Factor Converg.
 JO0598;SPC UT C     - 2,057,958.990   299,439.897   MT  1.00005067   -1 28 46.9
 JO0598;SPC UT C     - 6,751,820.45    982,412.40   sFT  1.00005067   -1 28 46.9
 JO0598;UTM  12      - 4,301,891.362   256,088.848   MT  1.00033265   -1 45 46.1
 JO0598
 JO0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0598!SPC UT C     -   0.99962941  x   1.00005067  =   0.99968006
 JO0598!UTM  12      -   0.99962941  x   1.00033265  =   0.99996194
 JO0598
 JO0598:                Primary Azimuth Mark                     Grid Az
 JO0598:SPC UT C     -  PINON                                    279 50 50.8
 JO0598:UTM  12      -  PINON                                    280 07 50.0
 JO0598
 JO0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ5608801891(NAD 83)
 JO0598
 JO0598|---------------------------------------------------------------------|
 JO0598| PID    Reference Object                     Distance      Geod. Az  |
 JO0598|                                                           dddmmss.s |
 JO0598| JO0599 PINON                               APPROX. 4.5 KM 2782203.9 |
 JO0598|---------------------------------------------------------------------|
 JO0598
 JO0598                          SUPERSEDED SURVEY CONTROL
 JO0598
 JO0598  NAD 83(1986)-  38 49 55.37760(N)    113 48 35.71014(W) AD(       ) 3
 JO0598  NAD 27      -  38 49 55.55242(N)    113 48 32.78032(W) AD(       ) 3
 JO0598  NGVD 29 (07/19/86) 2382.0    (m)         7815.     (f) VERT ANG       
 JO0598
 JO0598.Superseded values are not recommended for survey control.
 JO0598
 JO0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0598.See file dsdata.pdf to determine how the superseded data were derived.
 JO0598
 JO0598_MARKER: DB = BENCH MARK DISK
 JO0598_SETTING: 66 = SET IN ROCK OUTCROP
 JO0598_STAMPING: JUNIPER 1958
 JO0598_MARK LOGO: USGS
 JO0598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0598+STABILITY: POSITION/ELEVATION WELL
 JO0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0598+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2019
 JO0598
 JO0598  HISTORY     - Date     Condition        Report By
 JO0598  HISTORY     - 1958     MONUMENTED       USGS
 JO0598  HISTORY     - 20190514 GOOD             INDIV
 JO0598
 JO0598                          STATION DESCRIPTION
 JO0598
 JO0598'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JO0598'LOCATED ABOUT 50.0 MI. NW. OF MILFORD, UTAH, 12.0 MI. SE. OF GARRISON,
 JO0598'ON THE N. POINT OF A HIGH DOUBLE TOP, 3 FT. S. AND 1 FT. LOWER THAN
 JO0598'HIGHEST POINT.
 JO0598'
 JO0598'TO REACH FROM THE VICINITY OF GARRISON STORE AND POST OFFICE, DRIVE
 JO0598'N. ON UTAH STATE HIGHWAY 21 FOR 0.4 MI., TURN RIGHT ONTO GRAVELED RD.
 JO0598'AT STATE HIGHWAY EQUIPMENT SHED AND PROCEED E. FOR 0.1 MI., TURN LEFT
 JO0598'(N.) ON GRAVELED RD. FOR 0.9 MI., TAKE RIGHT FORK (NE.) AROUND CURVE
 JO0598'FOR 0.1 MI., TAKE LEFT FORK NE. AND E. FOR 11.0 MI. TO NGS
 JO0598'TRIANGULATION STATION ---CEUAR--- WHICH IS 121 FT. S. OF THE RD.,
 JO0598'CONTINUE E. ON SAME GRAVELED RD. 2.7 MI., TAKE RIGHT FORK AND
 JO0598'CONTINUE STRAIGHT AHEAD (E.) ON GRAVELED RD. FOR 0.9 MI. TO
 JO0598'CATTLEGUARD, CROSS CATTLEGUARD AND TURN RIGHT UP E. SIDE OF N-S.
 JO0598'FENCE LINE (S.) FOR 3.8 MI. TO LARGE SHEEP CORRAL ON LEFT, CONTINUE
 JO0598'E. AND S. ON THE MAIN TRAVELED RD. 6.0 MI. TO JUNCTION WITH RD.
 JO0598'FROM NW., CONTINUE S. ON DIRT RD. 1.2 MI., TURN LEFT CROSS-COUNTRY
 JO0598'AND PROCEED E. UP OPEN MEADOW 0.1 MI. AND END TRUCK TRAVEL.  PACK E.
 JO0598'UP RIDGE TO HIGHEST POINT AND STATION, ON N. POINT OF DOUBLE TOP.
 JO0598'A 40 MINUTE PACK.
 JO0598'
 JO0598'STATION MARK--STANDARD TABLET, STAMPED ---JUNIPER 1958---, CEMENTED
 JO0598'IN OUTCROPPING BEDROCK.
 JO0598'
 JO0598'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 JO0598'1 1958---, CEMENTED IN OUTCROPPING BEDROCK, 1.5 FT. LOWER THAN
 JO0598'STATION MARK.
 JO0598'
 JO0598'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 JO0598'2 1958---, CEMENTED IN OUTCROPPING BEDROCK, 6.7 FT. LOWER THAN
 JO0598'STATION MARK.
 JO0598
 JO0598                          STATION RECOVERY (2019)
 JO0598
 JO0598'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (TWG)
 JO0598'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0521 ***********************************************************************
 LO0521  DESIGNATION -  K 1
 LO0521  PID         -  LO0521
 LO0521  STATE/COUNTY-  UT/DAVIS
 LO0521  COUNTRY     -  US
 LO0521  USGS QUAD   -  FARMINGTON (2017)
 LO0521
 LO0521                         *CURRENT SURVEY CONTROL
 LO0521  ______________________________________________________________________
 LO0521* NAD 83(1986) POSITION- 40 59 43.1    (N) 111 55 06.5    (W)   HD_HELD2
 LO0521* NAVD 88 ORTHO HEIGHT -  1296.544 (meters)     4253.74  (feet) ADJUSTED
 LO0521  ______________________________________________________________________
 LO0521  GEOID HEIGHT    -        -16.719 (meters)                     GEOID18
 LO0521  DYNAMIC HEIGHT  -       1295.549 (meters)     4250.48  (feet) COMP
 LO0521  MODELED GRAVITY -    979,812.8   (mgal)                       NAVD 88
 LO0521
 LO0521  VERT ORDER      -  FIRST     CLASS I
 LO0521
 LO0521.The horizontal coordinates were established by autonomous hand held GPS
 LO0521.observations and have an estimated accuracy of +/- 10 meters.
 LO0521
 LO0521.The orthometric height was determined by differential leveling and
 LO0521.adjusted by the NATIONAL GEODETIC SURVEY
 LO0521.in June 1991.
 LO0521
 LO0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0521.GEOID18 height accuracy estimate available here.
 LO0521
 LO0521.Click photographs - Photos may exist for this station.
 LO0521
 LO0521.The dynamic height is computed by dividing the NAVD 88
 LO0521.geopotential number by the normal gravity value computed on the
 LO0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0521.degrees latitude (g = 980.6199 gals.).
 LO0521
 LO0521.The modeled gravity was interpolated from observed gravity values.
 LO0521
 LO0521;                    North         East    Units  Estimated Accuracy
 LO0521;SPC UT N     - 1,073,596.      464,791.      MT  (+/- 10 meters HH2 GPS)
 LO0521
 LO0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2274938642(NAD 83)
 LO0521
 LO0521                          SUPERSEDED SURVEY CONTROL
 LO0521
 LO0521  NGVD 29 (??/??/92) 1295.584  (m)         4250.60   (f) ADJ UNCH    1 1
 LO0521
 LO0521.Superseded values are not recommended for survey control.
 LO0521
 LO0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0521.See file dsdata.pdf to determine how the superseded data were derived.
 LO0521
 LO0521_MARKER: P = PIPE CAP
 LO0521_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0521_STAMPING: ELEV. 4250.539
 LO0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0521
 LO0521  HISTORY     - Date     Condition        Report By
 LO0521  HISTORY     - 1906     MONUMENTED       CGS
 LO0521  HISTORY     - 1967     GOOD             CGS
 LO0521
 LO0521                          STATION DESCRIPTION
 LO0521
 LO0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0521'3.55 MI SE FROM KAYSVILLE.
 LO0521'3.55 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LO0521'CROSSING OF 2ND NORTH AVENUE AT KAYSVILLE, 6 RAILS NORTHWEST OF
 LO0521'CULVERT 19.85, 2 POLES SOUTHEAST AND ACROSS THE TRACK FROM MILEPOLE
 LO0521'19.75, 307 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST
 LO0521'TRACK, ALONG AN ABANDONED RAILROAD BED, 198 FEET SOUTHWEST OF THE WEST
 LO0521'LEG OF STEEL TOWER 209 OF A POWER TRANSMISSION LINE, 54 FEET SOUTHWEST
 LO0521'OF THE CENTER LINE OF THE ABANDONED RAILROAD BED, 60.5 FEET WEST OF
 LO0521'THE WEST CORNER OF THE CONCRETE BASE OF A SEMAPHORE, 3.4 FEET
 LO0521'SOUTHWEST OF A FENCE, 1.0 FOOT SOUTHEAST OF A WITNESS POST, ABOUT 20
 LO0521'FEET LOWER THAN THE TRACK, AND SCREWED ON THE TOP OF A 3 1/2-INCH IRON
 LO0521'PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0269 ***********************************************************************
 MS0269  DESIGNATION -  K 10
 MS0269  PID         -  MS0269
 MS0269  STATE/COUNTY-  UT/BOX ELDER
 MS0269  COUNTRY     -  US
 MS0269  USGS QUAD   -  CROCODILE MOUNTAIN NE (2017)
 MS0269
 MS0269                         *CURRENT SURVEY CONTROL
 MS0269  ______________________________________________________________________
 MS0269* NAD 83(1986) POSITION- 41 44 46.     (N) 113 06 19.     (W)   SCALED
 MS0269* NAVD 88 ORTHO HEIGHT -  1287.738 (meters)     4224.85  (feet) ADJUSTED
 MS0269  ______________________________________________________________________
 MS0269  GEOID HEIGHT    -        -15.638 (meters)                     GEOID18
 MS0269  DYNAMIC HEIGHT  -       1286.884 (meters)     4222.05  (feet) COMP
 MS0269  MODELED GRAVITY -    979,915.3   (mgal)                       NAVD 88
 MS0269
 MS0269  VERT ORDER      -  FIRST     CLASS II
 MS0269
 MS0269.The horizontal coordinates were scaled from a map and have
 MS0269.an estimated accuracy of +/- 6 seconds.
 MS0269
 MS0269.The orthometric height was determined by differential leveling and
 MS0269.adjusted by the NATIONAL GEODETIC SURVEY
 MS0269.in June 1991.
 MS0269
 MS0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0269.GEOID18 height accuracy estimate available here.
 MS0269
 MS0269.Click photographs - Photos may exist for this station.
 MS0269
 MS0269.The dynamic height is computed by dividing the NAVD 88
 MS0269.geopotential number by the normal gravity value computed on the
 MS0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0269.degrees latitude (g = 980.6199 gals.).
 MS0269
 MS0269.The modeled gravity was interpolated from observed gravity values.
 MS0269
 MS0269;                    North         East    Units  Estimated Accuracy
 MS0269;SPC UT N     - 1,158,130.      366,480.      MT  (+/- 180 meters Scaled)
 MS0269
 MS0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM249237(NAD 83)
 MS0269
 MS0269                          SUPERSEDED SURVEY CONTROL
 MS0269
 MS0269  NGVD 29 (??/??/92) 1286.731  (m)         4221.55   (f) ADJ UNCH    1 2
 MS0269
 MS0269.Superseded values are not recommended for survey control.
 MS0269
 MS0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0269.See file dsdata.pdf to determine how the superseded data were derived.
 MS0269
 MS0269_MARKER: DB = BENCH MARK DISK
 MS0269_SP_SET: ASTRO PIER
 MS0269_STAMPING: K 10 1911 ELEV. 4221.684 FT.
 MS0269_MARK LOGO: CGS
 MS0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0269
 MS0269  HISTORY     - Date     Condition        Report By
 MS0269  HISTORY     - 1911     MONUMENTED       CGS
 MS0269  HISTORY     - 1953     GOOD             CGS
 MS0269  HISTORY     - 1984     MARK NOT FOUND   NGS
 MS0269
 MS0269                          STATION DESCRIPTION
 MS0269
 MS0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0269'IN KELTON.
 MS0269'AT KELTON, ALONG THE ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED,
 MS0269'0.2 MILE EAST OF THE ABANDONED SECTION HOUSE, 5-1/4 POLES EAST OF
 MS0269'MILEPOLE 734, SET VERTICALLY IN THE SOUTH FACE OF A 16- BY 24-INCH
 MS0269'SANDSTONE BLOCK PROJECTING 2.7 FEET ABOVE THE GROUND, 98 1/2 FEET
 MS0269'NORTH OF THE CENTER LINE OF THE GRAVELED ROAD ON THE OLD RAILROAD BED,
 MS0269'47 1/2 FEET NORTHEAST OF TELEPHONE POLE 1J, ENCLOSED BY A BOARD FENCE,
 MS0269'ABOUT LEVEL WITH THE ROAD, AND 1.7 FEET ABOVE THE GROUND. NOTE-- THE
 MS0269'LETTERS U.S. MERIDIAN LATITUDE MARK ARE INSCRIBED ON THE NORTH FACE OF
 MS0269'THE BLOCK.
 MS0269
 MS0269                          STATION RECOVERY (1984)
 MS0269
 MS0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0269'AFTER A PROLONGED SEARCH, EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN
 MS0269'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0105 ***********************************************************************
 LO0105  DESIGNATION -  K 101
 LO0105  PID         -  LO0105
 LO0105  STATE/COUNTY-  UT/DUCHESNE
 LO0105  COUNTRY     -  US
 LO0105  USGS QUAD   -  BLACKTAIL MOUNTAIN (2017)
 LO0105
 LO0105                         *CURRENT SURVEY CONTROL
 LO0105  ______________________________________________________________________
 LO0105* NAD 83(1986) POSITION- 40 18 02.     (N) 110 36 07.     (W)   SCALED
 LO0105* NAVD 88 ORTHO HEIGHT -  1891.775 (meters)     6206.60  (feet) ADJUSTED
 LO0105  ______________________________________________________________________
 LO0105  GEOID HEIGHT    -        -16.097 (meters)                     GEOID18
 LO0105  DYNAMIC HEIGHT  -       1889.885 (meters)     6200.40  (feet) COMP
 LO0105  MODELED GRAVITY -    979,559.9   (mgal)                       NAVD 88
 LO0105
 LO0105  VERT ORDER      -  SECOND    CLASS 0
 LO0105
 LO0105.The horizontal coordinates were scaled from a map and have
 LO0105.an estimated accuracy of +/- 6 seconds.
 LO0105
 LO0105.The orthometric height was determined by differential leveling and
 LO0105.adjusted by the NATIONAL GEODETIC SURVEY
 LO0105.in June 1991.
 LO0105
 LO0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0105.GEOID18 height accuracy estimate available here.
 LO0105
 LO0105.Click photographs - Photos may exist for this station.
 LO0105
 LO0105.The dynamic height is computed by dividing the NAVD 88
 LO0105.geopotential number by the normal gravity value computed on the
 LO0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0105.degrees latitude (g = 980.6199 gals.).
 LO0105
 LO0105.The modeled gravity was interpolated from observed gravity values.
 LO0105
 LO0105;                    North         East    Units  Estimated Accuracy
 LO0105;SPC UT C     - 2,218,790.      576,350.      MT  (+/- 180 meters Scaled)
 LO0105
 LO0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK338611(NAD 83)
 LO0105
 LO0105                          SUPERSEDED SURVEY CONTROL
 LO0105
 LO0105  NGVD 29 (??/??/92) 1890.420  (m)         6202.15   (f) ADJ UNCH    2 0
 LO0105
 LO0105.Superseded values are not recommended for survey control.
 LO0105
 LO0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0105.See file dsdata.pdf to determine how the superseded data were derived.
 LO0105
 LO0105_MARKER: DB = BENCH MARK DISK
 LO0105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0105_SP_SET: BRIDGE
 LO0105_STAMPING: K 101 1962
 LO0105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0105
 LO0105  HISTORY     - Date     Condition        Report By
 LO0105  HISTORY     - 1962     MONUMENTED       CGS
 LO0105
 LO0105                          STATION DESCRIPTION
 LO0105
 LO0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0105'7.45 MI SE FROM TABIONA.
 LO0105'7.45 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0105'TABIONA, IN THE TOP AND 0.9 FOOT SOUTH OF THE NORTH END OF THE NORTH
 LO0105'CONCRETE WING WALL OF A STEEL TRUSS BRIDGE, 11 FEET NORTHEAST OF THE
 LO0105'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0256 ***********************************************************************
 LN0256  DESIGNATION -  K 102
 LN0256  PID         -  LN0256
 LN0256  STATE/COUNTY-  UT/DAGGETT
 LN0256  COUNTRY     -  US
 LN0256  USGS QUAD   -  DUTCH JOHN (2017)
 LN0256
 LN0256                         *CURRENT SURVEY CONTROL
 LN0256  ______________________________________________________________________
 LN0256* NAD 83(1986) POSITION- 40 59 23.     (N) 109 28 47.     (W)   SCALED
 LN0256* NAVD 88 ORTHO HEIGHT -  1894.803 (meters)     6216.53  (feet) ADJUSTED
 LN0256  ______________________________________________________________________
 LN0256  GEOID HEIGHT    -        -14.262 (meters)                     GEOID18
 LN0256  DYNAMIC HEIGHT  -       1893.126 (meters)     6211.03  (feet) COMP
 LN0256  MODELED GRAVITY -    979,671.5   (mgal)                       NAVD 88
 LN0256
 LN0256  VERT ORDER      -  SECOND    CLASS 0
 LN0256
 LN0256.The horizontal coordinates were scaled from a map and have
 LN0256.an estimated accuracy of +/- 6 seconds.
 LN0256
 LN0256.The orthometric height was determined by differential leveling and
 LN0256.adjusted by the NATIONAL GEODETIC SURVEY
 LN0256.in June 1991.
 LN0256
 LN0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0256.GEOID18 height accuracy estimate available here.
 LN0256
 LN0256.Click photographs - Photos may exist for this station.
 LN0256
 LN0256.The dynamic height is computed by dividing the NAVD 88
 LN0256.geopotential number by the normal gravity value computed on the
 LN0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0256.degrees latitude (g = 980.6199 gals.).
 LN0256
 LN0256.The modeled gravity was interpolated from observed gravity values.
 LN0256
 LN0256;                    North         East    Units  Estimated Accuracy
 LN0256;SPC UT N     - 1,074,870.      669,980.      MT  (+/- 180 meters Scaled)
 LN0256
 LN0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL278387(NAD 83)
 LN0256
 LN0256                          SUPERSEDED SURVEY CONTROL
 LN0256
 LN0256  NGVD 29 (??/??/92) 1893.552  (m)         6212.43   (f) ADJ UNCH    2 0
 LN0256
 LN0256.Superseded values are not recommended for survey control.
 LN0256
 LN0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0256.See file dsdata.pdf to determine how the superseded data were derived.
 LN0256
 LN0256_MARKER: DB = BENCH MARK DISK
 LN0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0256_STAMPING: K 102 1962
 LN0256_MARK LOGO: CGS
 LN0256_PROJECTION: PROJECTING 8 CENTIMETERS
 LN0256_MAGNETIC: N = NO MAGNETIC MATERIAL
 LN0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0256+STABILITY: SURFACE MOTION
 LN0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0256+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2021
 LN0256
 LN0256  HISTORY     - Date     Condition        Report By
 LN0256  HISTORY     - 1962     MONUMENTED       CGS
 LN0256  HISTORY     - 1966     GOOD             USGS
 LN0256  HISTORY     - 20130623 GOOD             GEOCAC
 LN0256  HISTORY     - 20210612 GOOD             IGA
 LN0256
 LN0256                          STATION DESCRIPTION
 LN0256
 LN0256'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LN0256'5.55 MI SE FROM LINWOOD.
 LN0256'DUTCH JOHN, BUREAU OF RECLAMATION FIRE STATION.  THENCE 0.55 MILES
 LN0256'WEST TO UTAH STATE HIGHWAY 260.  THENCE RIGHT ALONG HIGHWAY 260
 LN0256'NORTHWARD FOR 4.45 MILES TO DUTCH JOHN GAP.  CONTINUE FOR ANOTHER 0.55
 LN0256'MILES TO A DIRT ROAD RIGHT AND SIGN ROCK SPRINGS 66 MI.  TURN RIGHT
 LN0256'FOR 3.25 MILES TO ROAD FORK.  TURN LEFT FOR 0.93 MILES.  45 FEET NORTH
 LN0256'OF THE CENTER LINE OF ROAD.  2.4 FEET SOUTH OF WITNESS POST. ABOUT 1.5
 LN0256'FEET LOWER THAN THE ROAD, AND SET IN TOP OF CONCRETE POST PROJECTING
 LN0256'0.3 FOOT ABOVE GROUND.
 LN0256
 LN0256                          STATION RECOVERY (2013)
 LN0256
 LN0256'RECOVERY NOTE BY GEOCACHING 2013 (BRB)
 LN0256'THE DESCRIPTION IN THE NGS DATABASE FOR THE BENCHMARK HAS BEEN
 LN0256'RENDERED OBSOLETE BY THE CREATION OF FLAMING GORGE RESERVOIR. LINWOOD
 LN0256'IS NOW UNDERNEATH THE WATERS OF LINWOOD BAY. THE SIGN FOR ROCK SPRINGS
 LN0256'66 MILES NO LONGER EXISTS. NEW DESCRIPTION FOLLOWS.
 LN0256'FROM THE US POST OFFICE IN DUTCH JOHN PROCEED WESTWARD ON SOUTH BLVD
 LN0256'APPROXIMATELY 0.3 MILES TO THE JUNCTION WITH US HIGHWAY 191. TURN
 LN0256'RIGHT AND PROCEED NORTHWARD APPROXIMATELY 7.6 MILES TO SPRING CREEK
 LN0256'ROAD. TURN LEFT AND FOLLOW SPRING CREEK ROAD WESTWARD APPROXIMATELY
 LN0256'2.4 MILES TO THE STATION ON THE RIGHT. REMAINDER OF DESCRIPTION
 LN0256'REMAINS UNCHANGED.
 LN0256'45 FEET NORTH OF THE CENTER LINE OF ROAD. 2.4 FEET SOUTH OF WITNESS
 LN0256'POST. ABOUT 1.5 FEET LOWER THAN THE ROAD, AND SET IN TOP OF CONCRETE
 LN0256'POST PROJECTING 0.3 FOOT ABOVE GROUND.
 LN0256
 LN0256                          STATION RECOVERY (2021)
 LN0256
 LN0256'RECOVERY NOTE BY IGAGE 2021 (MS)
 LN0256'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0223 ***********************************************************************
 LN0223  DESIGNATION -  K 103
 LN0223  PID         -  LN0223
 LN0223  STATE/COUNTY-  UT/DAGGETT
 LN0223  COUNTRY     -  US
 LN0223  USGS QUAD   -  SWALLOW CANYON (2017)
 LN0223
 LN0223                         *CURRENT SURVEY CONTROL
 LN0223  ______________________________________________________________________
 LN0223* NAD 83(1986) POSITION- 40 51 54.39   (N) 109 06 44.97   (W)   HD_HELD1
 LN0223* NAVD 88 ORTHO HEIGHT -  1746.418 (meters)     5729.71  (feet) ADJUSTED
 LN0223  ______________________________________________________________________
 LN0223  GEOID HEIGHT    -        -14.230 (meters)                     GEOID18
 LN0223  DYNAMIC HEIGHT  -       1744.955 (meters)     5724.91  (feet) COMP
 LN0223  MODELED GRAVITY -    979,724.5   (mgal)                       NAVD 88
 LN0223
 LN0223  VERT ORDER      -  SECOND    CLASS 0
 LN0223
 LN0223.The horizontal coordinates were determined by differentially corrected
 LN0223.hand held GPS observations or other comparable positioning techniques
 LN0223.and have an estimated accuracy of +/- 3 meters.
 LN0223
 LN0223.The orthometric height was determined by differential leveling and
 LN0223.adjusted by the NATIONAL GEODETIC SURVEY
 LN0223.in June 1991.
 LN0223
 LN0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0223.GEOID18 height accuracy estimate available here.
 LN0223
 LN0223.Click photographs - Photos may exist for this station.
 LN0223
 LN0223.The dynamic height is computed by dividing the NAVD 88
 LN0223.geopotential number by the normal gravity value computed on the
 LN0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0223.degrees latitude (g = 980.6199 gals.).
 LN0223
 LN0223.The modeled gravity was interpolated from observed gravity values.
 LN0223
 LN0223;                    North         East    Units  Estimated Accuracy
 LN0223;SPC UT N     - 1,061,817.9     701,252.9     MT  (+/- 3 meters HH1 GPS) 
 LN0223
 LN0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL5906925497(NAD 83)
 LN0223
 LN0223                          SUPERSEDED SURVEY CONTROL
 LN0223
 LN0223  NGVD 29 (??/??/92) 1745.251  (m)         5725.88   (f) ADJ UNCH    2 0
 LN0223
 LN0223.Superseded values are not recommended for survey control.
 LN0223
 LN0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0223.See file dsdata.pdf to determine how the superseded data were derived.
 LN0223
 LN0223_MARKER: DB = BENCH MARK DISK
 LN0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0223_STAMPING: K 103 1962
 LN0223_MARK LOGO: CGS
 LN0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0223+STABILITY: SURFACE MOTION
 LN0223
 LN0223  HISTORY     - Date     Condition        Report By
 LN0223  HISTORY     - 1962     MONUMENTED       CGS
 LN0223
 LN0223                          STATION DESCRIPTION
 LN0223
 LN0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0223'38.4 MI E FROM LINWOOD.
 LN0223'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0223'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 33.4 MILES
 LN0223'EAST ALONG CLAY BASIN ROAD, NEAR THE CROSSING OF A POWER LINE, AT THE
 LN0223'SUMMIT OF A STEEP GRADE, 40 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LN0223'ROAD, 192 FEET SOUTH AND ACROSS THE ROAD FROM A POWER POLE, 2.2 FEET
 LN0223'NORTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET
 LN0223'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0140 ***********************************************************************
 LO0140  DESIGNATION -  K 104
 LO0140  PID         -  LO0140
 LO0140  STATE/COUNTY-  UT/WASATCH
 LO0140  COUNTRY     -  US
 LO0140  USGS QUAD   -  WOLF CREEK (2017)
 LO0140
 LO0140                         *CURRENT SURVEY CONTROL
 LO0140  ______________________________________________________________________
 LO0140* NAD 83(1986) POSITION- 40 29 29.     (N) 110 58 08.     (W)   SCALED
 LO0140* NAVD 88 ORTHO HEIGHT -  2635.866 (meters)     8647.84  (feet) ADJUSTED
 LO0140  ______________________________________________________________________
 LO0140  GEOID HEIGHT    -        -14.098 (meters)                     GEOID18
 LO0140  DYNAMIC HEIGHT  -       2633.073 (meters)     8638.67  (feet) COMP
 LO0140  MODELED GRAVITY -    979,469.3   (mgal)                       NAVD 88
 LO0140
 LO0140  VERT ORDER      -  SECOND    CLASS 0
 LO0140
 LO0140.The horizontal coordinates were scaled from a map and have
 LO0140.an estimated accuracy of +/- 6 seconds.
 LO0140
 LO0140.The orthometric height was determined by differential leveling and
 LO0140.adjusted by the NATIONAL GEODETIC SURVEY
 LO0140.in June 1991.
 LO0140
 LO0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0140.GEOID18 height accuracy estimate available here.
 LO0140
 LO0140.Click photographs - Photos may exist for this station.
 LO0140
 LO0140.The dynamic height is computed by dividing the NAVD 88
 LO0140.geopotential number by the normal gravity value computed on the
 LO0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0140.degrees latitude (g = 980.6199 gals.).
 LO0140
 LO0140.The modeled gravity was interpolated from observed gravity values.
 LO0140
 LO0140;                    North         East    Units  Estimated Accuracy
 LO0140;SPC UT C     - 2,239,730.      545,030.      MT  (+/- 180 meters Scaled)
 LO0140
 LO0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK026822(NAD 83)
 LO0140
 LO0140                          SUPERSEDED SURVEY CONTROL
 LO0140
 LO0140  NGVD 29 (??/??/92) 2634.40   (m)         8643.0    (f) COMPUTED    2 0
 LO0140
 LO0140.Superseded values are not recommended for survey control.
 LO0140
 LO0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0140.See file dsdata.pdf to determine how the superseded data were derived.
 LO0140
 LO0140_MARKER: DB = BENCH MARK DISK
 LO0140_SETTING: 66 = SET IN ROCK OUTCROP
 LO0140_STAMPING: K 104 1962
 LO0140_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0140+STABILITY: POSITION/ELEVATION WELL
 LO0140
 LO0140  HISTORY     - Date     Condition        Report By
 LO0140  HISTORY     - 1962     MONUMENTED       CGS
 LO0140
 LO0140                          STATION DESCRIPTION
 LO0140
 LO0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0140'20.4 MI NW FROM TABIONA.
 LO0140'20.4 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0140'TABIONA, SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK CUT, 16 FEET
 LO0140'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3 FEET HIGHER THAN
 LO0140'THE HIGHWAY, AND 1.8 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0296 ***********************************************************************
 LO0296  DESIGNATION -  K 106
 LO0296  PID         -  LO0296
 LO0296  STATE/COUNTY-  UT/SUMMIT
 LO0296  COUNTRY     -  US
 LO0296  USGS QUAD   -  KAMAS (2017)
 LO0296
 LO0296                         *CURRENT SURVEY CONTROL
 LO0296  ______________________________________________________________________
 LO0296* NAD 83(1986) POSITION- 40 41 51.     (N) 111 16 52.     (W)   SCALED
 LO0296* NAVD 88 ORTHO HEIGHT -  1961.357 (meters)     6434.89  (feet) ADJUSTED
 LO0296  ______________________________________________________________________
 LO0296  GEOID HEIGHT    -        -15.110 (meters)                     GEOID18
 LO0296  DYNAMIC HEIGHT  -       1959.500 (meters)     6428.79  (feet) COMP
 LO0296  MODELED GRAVITY -    979,608.3   (mgal)                       NAVD 88
 LO0296
 LO0296  VERT ORDER      -  SECOND    CLASS 0
 LO0296
 LO0296.The horizontal coordinates were scaled from a map and have
 LO0296.an estimated accuracy of +/- 6 seconds.
 LO0296
 LO0296.The orthometric height was determined by differential leveling and
 LO0296.adjusted by the NATIONAL GEODETIC SURVEY
 LO0296.in June 1991.
 LO0296
 LO0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0296.GEOID18 height accuracy estimate available here.
 LO0296
 LO0296.Click photographs - Photos may exist for this station.
 LO0296
 LO0296.The dynamic height is computed by dividing the NAVD 88
 LO0296.geopotential number by the normal gravity value computed on the
 LO0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0296.degrees latitude (g = 980.6199 gals.).
 LO0296
 LO0296.The modeled gravity was interpolated from observed gravity values.
 LO0296
 LO0296;                    North         East    Units  Estimated Accuracy
 LO0296;SPC UT N     - 1,040,460.      518,500.      MT  (+/- 180 meters Scaled)
 LO0296
 LO0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL762052(NAD 83)
 LO0296
 LO0296                          SUPERSEDED SURVEY CONTROL
 LO0296
 LO0296  NGVD 29 (??/??/92) 1960.055  (m)         6430.61   (f) ADJ UNCH    2 0
 LO0296
 LO0296.Superseded values are not recommended for survey control.
 LO0296
 LO0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0296.See file dsdata.pdf to determine how the superseded data were derived.
 LO0296
 LO0296_MARKER: DB = BENCH MARK DISK
 LO0296_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0296_SP_SET: CULVERT HEADWALL
 LO0296_STAMPING: K 106 1962
 LO0296_MARK LOGO: CGS
 LO0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0296+STABILITY: SURFACE MOTION
 LO0296
 LO0296  HISTORY     - Date     Condition        Report By
 LO0296  HISTORY     - 1962     MONUMENTED       CGS
 LO0296
 LO0296                          STATION DESCRIPTION
 LO0296
 LO0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0296'3.85 MI N FROM KAMAS.
 LO0296'3.85 MILES NORTH ALONG U.S. HIGHWAY 189 FROM THE POST OFFICE AT KAMAS,
 LO0296'IN THE TOP AND 0.6 FOOT SOUTH OF THE NORTH END OF THE WEST HEADWALL OF
 LO0296'A CULVERT, 19 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 77 FEET
 LO0296'NORTH OF A POWER POLE, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0356 ***********************************************************************
 LO0356  DESIGNATION -  K 107
 LO0356  PID         -  LO0356
 LO0356  STATE/COUNTY-  UT/WASATCH
 LO0356  COUNTRY     -  US
 LO0356  USGS QUAD   -  FRANCIS (2017)
 LO0356
 LO0356                         *CURRENT SURVEY CONTROL
 LO0356  ______________________________________________________________________
 LO0356* NAD 83(1986) POSITION- 40 36 12.     (N) 111 21 34.     (W)   SCALED
 LO0356* NAVD 88 ORTHO HEIGHT -  1867.432 (meters)     6126.73  (feet) ADJUSTED
 LO0356  ______________________________________________________________________
 LO0356  GEOID HEIGHT    -        -15.406 (meters)                     GEOID18
 LO0356  DYNAMIC HEIGHT  -       1865.695 (meters)     6121.03  (feet) COMP
 LO0356  MODELED GRAVITY -    979,629.1   (mgal)                       NAVD 88
 LO0356
 LO0356  VERT ORDER      -  SECOND    CLASS 0
 LO0356
 LO0356.The horizontal coordinates were scaled from a map and have
 LO0356.an estimated accuracy of +/- 6 seconds.
 LO0356
 LO0356.The orthometric height was determined by differential leveling and
 LO0356.adjusted by the NATIONAL GEODETIC SURVEY
 LO0356.in June 1991.
 LO0356
 LO0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0356.GEOID18 height accuracy estimate available here.
 LO0356
 LO0356.Click photographs - Photos may exist for this station.
 LO0356
 LO0356.The dynamic height is computed by dividing the NAVD 88
 LO0356.geopotential number by the normal gravity value computed on the
 LO0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0356.degrees latitude (g = 980.6199 gals.).
 LO0356
 LO0356.The modeled gravity was interpolated from observed gravity values.
 LO0356
 LO0356;                    North         East    Units  Estimated Accuracy
 LO0356;SPC UT C     - 2,252,030.      511,900.      MT  (+/- 180 meters Scaled)
 LO0356
 LO0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK695947(NAD 83)
 LO0356
 LO0356                          SUPERSEDED SURVEY CONTROL
 LO0356
 LO0356  NGVD 29 (??/??/92) 1866.186  (m)         6122.65   (f) ADJ UNCH    2 0
 LO0356
 LO0356.Superseded values are not recommended for survey control.
 LO0356
 LO0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0356.See file dsdata.pdf to determine how the superseded data were derived.
 LO0356
 LO0356_MARKER: DB = BENCH MARK DISK
 LO0356_SETTING: 66 = SET IN ROCK OUTCROP
 LO0356_STAMPING: K 107 1962
 LO0356_MARK LOGO: CGS
 LO0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0356+STABILITY: POSITION/ELEVATION WELL
 LO0356
 LO0356  HISTORY     - Date     Condition        Report By
 LO0356  HISTORY     - 1962     MONUMENTED       CGS
 LO0356
 LO0356                          STATION DESCRIPTION
 LO0356
 LO0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0356'4.55 MI W FROM FRANCIS.
 LO0356'4.55 MILES WEST ALONG U.S. HIGHWAY 189 ALTERNATE FROM THE JUNCTION OF
 LO0356'STATE HIGHWAY 35 AT FRANCIS, SET VERTICALLY IN THE SOUTH FACE OF A
 LO0356'MASSIVE OUTCROP, 25 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 47
 LO0356'FEET WEST OF THE NORTH END OF AN 18-INCH PIPE CULVERT, AND ABOUT 2 1/2
 LO0356'FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0027 ***********************************************************************
 JN0027  DESIGNATION -  K 111
 JN0027  PID         -  JN0027
 JN0027  STATE/COUNTY-  UT/WAYNE
 JN0027  COUNTRY     -  US
 JN0027  USGS QUAD   -  HANKSVILLE (2017)
 JN0027
 JN0027                         *CURRENT SURVEY CONTROL
 JN0027  ______________________________________________________________________
 JN0027* NAD 83(1986) POSITION- 38 22 28.     (N) 110 43 11.     (W)   SCALED
 JN0027* NAVD 88 ORTHO HEIGHT -  1311.987 (meters)     4304.41  (feet) ADJUSTED
 JN0027  ______________________________________________________________________
 JN0027  GEOID HEIGHT    -        -20.288 (meters)                     GEOID18
 JN0027  DYNAMIC HEIGHT  -       1310.656 (meters)     4300.04  (feet) COMP
 JN0027  MODELED GRAVITY -    979,569.1   (mgal)                       NAVD 88
 JN0027
 JN0027  VERT ORDER      -  FIRST     CLASS II
 JN0027
 JN0027.The horizontal coordinates were scaled from a map and have
 JN0027.an estimated accuracy of +/- 6 seconds.
 JN0027
 JN0027.The orthometric height was determined by differential leveling and
 JN0027.adjusted by the NATIONAL GEODETIC SURVEY
 JN0027.in June 1991.
 JN0027
 JN0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0027.GEOID18 height accuracy estimate available here.
 JN0027
 JN0027.Click photographs - Photos may exist for this station.
 JN0027
 JN0027.The dynamic height is computed by dividing the NAVD 88
 JN0027.geopotential number by the normal gravity value computed on the
 JN0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0027.degrees latitude (g = 980.6199 gals.).
 JN0027
 JN0027.The modeled gravity was interpolated from observed gravity values.
 JN0027
 JN0027;                    North         East    Units  Estimated Accuracy
 JN0027;SPC UT S     - 3,189,830.      568,180.      MT  (+/- 180 meters Scaled)
 JN0027
 JN0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH244473(NAD 83)
 JN0027
 JN0027                          SUPERSEDED SURVEY CONTROL
 JN0027
 JN0027  NGVD 29 (??/??/92) 1310.958  (m)         4301.03   (f) ADJ UNCH    1 2
 JN0027
 JN0027.Superseded values are not recommended for survey control.
 JN0027
 JN0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0027.See file dsdata.pdf to determine how the superseded data were derived.
 JN0027
 JN0027_MARKER: DB = BENCH MARK DISK
 JN0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0027_STAMPING: K 111 1958
 JN0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0027+STABILITY: SURFACE MOTION
 JN0027
 JN0027  HISTORY     - Date     Condition        Report By
 JN0027  HISTORY     - 1958     MONUMENTED       CGS
 JN0027
 JN0027                          STATION DESCRIPTION
 JN0027
 JN0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0027'0.4 MI W FROM HANKSVILLE.
 JN0027'0.4 MILE WEST ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0027'HANKSVILLE, 0.13 MILE WEST OF WELLS GENERAL STORE, IN R11E T28S S16,
 JN0027'134 FEET WEST OF THE CENTER OF THE CROSSING OF A WASH, 29 FEET NORTH
 JN0027'OF THE CENTER LINE OF THE HIGHWAY, 104 FEET EAST OF THE EAST END OF A
 JN0027'STEEL GATE ACROSS A FIELD ROAD, 76 FEET EAST OF THE EAST END OF A WIRE
 JN0027'GATE, 3.8 FEET SOUTH OF A FENCE, 2.3 FEET EAST OF A WITNESS POST, 1
 JN0027'1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JN0027'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0028 ***********************************************************************
 JN0028  DESIGNATION -  K 111 RESET
 JN0028  PID         -  JN0028
 JN0028  STATE/COUNTY-  UT/WAYNE
 JN0028  COUNTRY     -  US
 JN0028  USGS QUAD   -  HANKSVILLE (2017)
 JN0028
 JN0028                         *CURRENT SURVEY CONTROL
 JN0028  ______________________________________________________________________
 JN0028* NAD 83(1986) POSITION- 38 22 28.     (N) 110 43 11.     (W)   SCALED
 JN0028* NAVD 88 ORTHO HEIGHT -  1311.50  (+/-2cm)     4302.8   (feet) VERTCON3
 JN0028  ______________________________________________________________________
 JN0028  GEOID HEIGHT    -        -20.288 (meters)                     GEOID18
 JN0028  VERT ORDER      -  THIRD (See Below)
 JN0028
 JN0028.The horizontal coordinates were scaled from a map and have
 JN0028.an estimated accuracy of +/- 6 seconds.
 JN0028
 JN0028.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0028
 JN0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0028.GEOID18 height accuracy estimate available here.
 JN0028
 JN0028.The vertical order pertains to the NGVD 29 superseded value.
 JN0028
 JN0028.Click photographs - Photos may exist for this station.
 JN0028
 JN0028;                    North         East    Units  Estimated Accuracy
 JN0028;SPC UT S     - 3,189,830.      568,180.      MT  (+/- 180 meters Scaled)
 JN0028
 JN0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH244473(NAD 83)
 JN0028
 JN0028                          SUPERSEDED SURVEY CONTROL
 JN0028
 JN0028  NGVD 29 (??/??/??) 1310.46   (m)         4299.4    (f) RESET       3  
 JN0028
 JN0028.Superseded values are not recommended for survey control.
 JN0028
 JN0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0028.See file dsdata.pdf to determine how the superseded data were derived.
 JN0028
 JN0028_MARKER: DB = BENCH MARK DISK
 JN0028_SETTING: 0 = UNSPECIFIED SETTING
 JN0028_STAMPING: K-111 RESET 1964
 JN0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0028
 JN0028  HISTORY     - Date     Condition        Report By
 JN0028  HISTORY     - 1964     MONUMENTED       CGS
 JN0028
 JN0028                          STATION DESCRIPTION
 JN0028
 JN0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JN0028'0.4 MI W FROM HANKSVILLE.
 JN0028'ABOUT 0.4 MILES WEST ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0028'HANKSVILLE, IN R11E T 28S S16, 104 FEET WEST OF THE CENTER OF THE
 JN0028'CROSSING OF A WASH, 48.5 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 0.5
 JN0028'FOOT SOUTH OF THE WEST GATE POST OF THE ENTRANCE TO STATE ROAD
 JN0028'MAINTENANCE SHED NO. 25, 2.0 FEET EAST OF A WITNESS POST, AND SET IN
 JN0028'CONCRETE AT GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0110 ***********************************************************************
 JN0110  FBN         -  This is a Federal Base Network Control Station.
 JN0110  DESIGNATION -  K 112
 JN0110  PID         -  JN0110
 JN0110  STATE/COUNTY-  UT/WAYNE
 JN0110  COUNTRY     -  US
 JN0110  USGS QUAD   -  THE NOTCH (2017)
 JN0110
 JN0110                         *CURRENT SURVEY CONTROL
 JN0110  ______________________________________________________________________
 JN0110* NAD 83(2011) POSITION- 38 24 44.94404(N) 110 41 40.33888(W)   ADJUSTED
 JN0110* NAD 83(2011) ELLIP HT-  1329.100 (meters)        (06/27/12)   ADJUSTED
 JN0110* NAD 83(2011) EPOCH   -  2010.00
 JN0110* NAVD 88 ORTHO HEIGHT -  1349.291 (meters)     4426.80  (feet) ADJUSTED
 JN0110  ______________________________________________________________________
 JN0110  GEOID HEIGHT    -        -20.199 (meters)                     GEOID18
 JN0110  NAD 83(2011) X  - -1,768,749.193 (meters)                     COMP
 JN0110  NAD 83(2011) Y  - -4,682,208.632 (meters)                     COMP
 JN0110  NAD 83(2011) Z  -  3,942,247.790 (meters)                     COMP
 JN0110  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 JN0110  DYNAMIC HEIGHT  -       1347.927 (meters)     4422.32  (feet) COMP
 JN0110  MODELED GRAVITY -    979,571.6   (mgal)                       NAVD 88
 JN0110
 JN0110  VERT ORDER      -  FIRST     CLASS II
 JN0110
 JN0110  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JN0110  Standards:
 JN0110         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JN0110            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JN0110  -------------------------------------------------------------------
 JN0110  NETWORK    0.37   0.90           0.17   0.13   0.46     -0.01238601
 JN0110  -------------------------------------------------------------------
 JN0110  Click here for local accuracies and other accuracy information.
 JN0110
 JN0110.The horizontal coordinates were established by GPS observations
 JN0110.and adjusted by the National Geodetic Survey in June 2012.
 JN0110
 JN0110.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JN0110.been affixed to the stable North American tectonic plate. See 
 JN0110.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JN0110
 JN0110.The horizontal coordinates are valid at the epoch date displayed above
 JN0110.which is a decimal equivalence of Year/Month/Day.
 JN0110
 JN0110.The orthometric height was determined by differential leveling and
 JN0110.adjusted by the NATIONAL GEODETIC SURVEY
 JN0110.in June 1991.
 JN0110
 JN0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0110.GEOID18 height accuracy estimate available here.
 JN0110
 JN0110.Click photographs - Photos may exist for this station.
 JN0110
 JN0110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JN0110
 JN0110.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0110
 JN0110.The ellipsoidal height was determined by GPS observations
 JN0110.and is referenced to NAD 83.
 JN0110
 JN0110.The dynamic height is computed by dividing the NAVD 88
 JN0110.geopotential number by the normal gravity value computed on the
 JN0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0110.degrees latitude (g = 980.6199 gals.).
 JN0110
 JN0110.The modeled gravity was interpolated from observed gravity values.
 JN0110
 JN0110. The following values were computed from the NAD 83(2011) position.
 JN0110
 JN0110;                    North         East     Units Scale Factor Converg.
 JN0110;SPC UT S     - 3,194,067.200   570,347.492   MT  1.00001137   +0 29 36.6
 JN0110;SPC UT S     -10,479,202.14  1,871,215.06   sFT  1.00001137   +0 29 36.6
 JN0110;UTM  12      - 4,251,626.807   526,667.813   MT  0.99960876   +0 11 23.2
 JN0110
 JN0110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0110!SPC UT S     -   0.99979150  x   1.00001137  =   0.99980287
 JN0110!UTM  12      -   0.99979150  x   0.99960876  =   0.99940034
 JN0110
 JN0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH2666751626(NAD 83)
 JN0110
 JN0110                          SUPERSEDED SURVEY CONTROL
 JN0110
 JN0110  NAD 83(2007)-  38 24 44.94345(N)    110 41 40.33937(W) AD(2002.00) 0
 JN0110  ELLIP H (02/10/07) 1329.117  (m)                       GP(2002.00)    
 JN0110  ELLIP H (06/28/00) 1329.139  (m)                       GP(       ) 4 1
 JN0110  NAD 83(1994)-  38 24 44.94252(N)    110 41 40.33960(W) AD(       ) B
 JN0110  ELLIP H (04/21/95) 1329.212  (m)                       GP(       ) 4 1
 JN0110  NAVD 88            1349.29   (m)         4426.8    (f) LEVELING    3  
 JN0110  NGVD 29 (??/??/92) 1348.263  (m)         4423.43   (f) ADJ UNCH    1 2
 JN0110
 JN0110.Superseded values are not recommended for survey control.
 JN0110
 JN0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0110.See file dsdata.pdf to determine how the superseded data were derived.
 JN0110
 JN0110_MARKER: DB = BENCH MARK DISK
 JN0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0110_STAMPING: K 112 1958
 JN0110_MARK LOGO: CGS
 JN0110_PROJECTION: PROJECTING 15 CENTIMETERS
 JN0110_MAGNETIC: N = NO MAGNETIC MATERIAL
 JN0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0110+STABILITY: SURFACE MOTION
 JN0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0110+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2020
 JN0110
 JN0110  HISTORY     - Date     Condition        Report By
 JN0110  HISTORY     - 1958     MONUMENTED       CGS
 JN0110  HISTORY     - 19931020 GOOD             NGS
 JN0110  HISTORY     - 19990208 GOOD             NGS
 JN0110  HISTORY     - 20041115 GOOD             NGS
 JN0110  HISTORY     - 20100505 GOOD             INDIV
 JN0110  HISTORY     - 20200216 GOOD             INDIV
 JN0110
 JN0110                          STATION DESCRIPTION
 JN0110
 JN0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0110'3.85 MI N FROM HANKSVILLE.
 JN0110'3.85 MILES NORTH ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0110'HANKSVILLE, AT THE ENTRANCE TO HANKSVILLE LANDING FIELD, IN R11E T27S
 JN0110'S34, 0.25 MILE EAST OF THE BEACON TOWER, ABOUT 100 YARDS WEST OF THE
 JN0110'CENTER LINE OF A NEW HIGHWAY, 72 FEET SOUTHWEST OF THE T JUNCTION OF
 JN0110'THE ENTRANCE ROAD AND THE OLD HIGHWAY, 69 FEET SOUTH OF THE CENTER
 JN0110'LINE OF THE ENTRANCE ROAD, 58 FEET WEST OF THE CENTER LINE OF THE OLD
 JN0110'HIGHWAY, 49 FEET SOUTHWEST OF THE SOUTH END OF A 15-INCH PIPE CULVERT
 JN0110'UNDER THE ROAD, 3.0 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP
 JN0110'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 JN0110
 JN0110                          STATION RECOVERY (1993)
 JN0110
 JN0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 JN0110'STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTH-NORTHEAST OF HANKSVILLE,
 JN0110'ALONG AND ACROSS A FENCE FROM THE ENTRANCE ROAD TO THE HANKSVILLE
 JN0110'AIRPORT, IN A FENCED FIELD, NEAR THE SOUTHEAST CORNER OF SECTION 34, T
 JN0110'27 S, R 11 E. OWNERSHIP--US BUREAU OF LAND MANAGEMENT. TO REACH FROM
 JN0110'THE JUNCTION OF STATE HIGHWAYS 24 AND 95 ON THE EAST SIDE OF
 JN0110'HANKSVILLE, GO NORTH ON HIGHWAY 24 FOR 3.65 KM (2.25 MI) TO THE CENTER
 JN0110'OF THE BRIDGE OVER THE FREMONT RIVER.  CONTINUE AHEAD FOR 1.03 KM
 JN0110'(0.65 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, CROSSING A
 JN0110'CATTLE GUARD FOR 0.06 KM (0.05 MI) TO THE STATION ON THE LEFT. STATION
 JN0110'MARK IS A DISK SET IN THE TOP OF A 25-CM ROUND CONCRETE POST
 JN0110'PROJECTING 15 CM ABOVE GROUND.  IT IS 21.0 M (68.9 FT) SOUTH-SOUTHWEST
 JN0110'OF THE ROAD CENTER, 11.4 M (37.4 FT) SOUTH-SOUTHWEST OF A FENCE, 10.0
 JN0110'M (32.8 FT) WEST OF A 1 M (3.3 FT) DEEP DITCH, 33.5 M (109.9 FT) WEST
 JN0110'OF A T-FENCE CORNER, AND 0.8 M (2.6 FT) NORTH OF A METAL WITNESS POST.
 JN0110'DESCRIBED BY G.R.HEID
 JN0110
 JN0110                          STATION RECOVERY (1999)
 JN0110
 JN0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 JN0110'RECOVERED AS DESCRIBED.  NOTE--THE STATION IS INSIDE A RIGHT-OF-WAY
 JN0110'FENCE, IT CAN BE ACCESSED BY GOING 0.24 KM (0.15 MI) EAST ON THE
 JN0110'AIRPORT ENTRANCE ROAD TO A GATE IN THE FENCE ON THE LEFT, PASS THROUGH
 JN0110'THE GATE AND GO SOUTH ALONG THE FENCE LINE TO THE STATION ON THE
 JN0110'RIGHT.
 JN0110
 JN0110                          STATION RECOVERY (2004)
 JN0110
 JN0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 JN0110'NOTE THE DIRECTIONS IN THE 1999 RECOVERY APPEAR TO BE INCORRECT, IT
 JN0110'SEEMSS ONE SHOULD GO WEST 0.24 KM TO A GATE THEN EASTERLY ALONG THE
 JN0110'FENCE LINE.  THE STATION IS AS DESCRIBED IN THE 1993 RECOVERY.
 JN0110
 JN0110                          STATION RECOVERY (2010)
 JN0110
 JN0110'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JAS)
 JN0110'1993 DESCRITION IS CORRECT.  STATION IN GOOD CONDITION.
 JN0110
 JN0110                          STATION RECOVERY (2020)
 JN0110
 JN0110'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 JN0110'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0065 ***********************************************************************
 JN0065  DESIGNATION -  K 113
 JN0065  PID         -  JN0065
 JN0065  STATE/COUNTY-  UT/GARFIELD
 JN0065  COUNTRY     -  US
 JN0065  USGS QUAD   -  RAGGY CANYON (2017)
 JN0065
 JN0065                         *CURRENT SURVEY CONTROL
 JN0065  ______________________________________________________________________
 JN0065* NAD 83(1986) POSITION- 38 03 36.     (N) 110 37 51.     (W)   SCALED
 JN0065* NAVD 88 ORTHO HEIGHT -  1525.989 (meters)     5006.52  (feet) ADJUSTED
 JN0065  ______________________________________________________________________
 JN0065  GEOID HEIGHT    -        -20.267 (meters)                     GEOID18
 JN0065  DYNAMIC HEIGHT  -       1524.350 (meters)     5001.14  (feet) COMP
 JN0065  MODELED GRAVITY -    979,501.6   (mgal)                       NAVD 88
 JN0065
 JN0065  VERT ORDER      -  FIRST     CLASS II
 JN0065
 JN0065.The horizontal coordinates were scaled from a map and have
 JN0065.an estimated accuracy of +/- 6 seconds.
 JN0065
 JN0065.The orthometric height was determined by differential leveling and
 JN0065.adjusted by the NATIONAL GEODETIC SURVEY
 JN0065.in June 1991.
 JN0065
 JN0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0065.GEOID18 height accuracy estimate available here.
 JN0065
 JN0065.Click photographs - Photos may exist for this station.
 JN0065
 JN0065.The dynamic height is computed by dividing the NAVD 88
 JN0065.geopotential number by the normal gravity value computed on the
 JN0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0065.degrees latitude (g = 980.6199 gals.).
 JN0065
 JN0065.The modeled gravity was interpolated from observed gravity values.
 JN0065
 JN0065;                    North         East    Units  Estimated Accuracy
 JN0065;SPC UT S     - 3,154,990.      576,280.      MT  (+/- 180 meters Scaled)
 JN0065
 JN0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH323125(NAD 83)
 JN0065
 JN0065                          SUPERSEDED SURVEY CONTROL
 JN0065
 JN0065  NGVD 29 (??/??/92) 1524.935  (m)         5003.06   (f) ADJ UNCH    1 2
 JN0065
 JN0065.Superseded values are not recommended for survey control.
 JN0065
 JN0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0065.See file dsdata.pdf to determine how the superseded data were derived.
 JN0065
 JN0065_MARKER: DB = BENCH MARK DISK
 JN0065_SETTING: 66 = SET IN ROCK OUTCROP
 JN0065_STAMPING: K 113 1958
 JN0065_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0065+STABILITY: POSITION/ELEVATION WELL
 JN0065
 JN0065  HISTORY     - Date     Condition        Report By
 JN0065  HISTORY     - 1958     MONUMENTED       CGS
 JN0065
 JN0065                          STATION DESCRIPTION
 JN0065
 JN0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0065'24.85 MI SE FROM HANKSVILLE.
 JN0065'ABOUT 24.85 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE
 JN0065'SCHOOL AT HANKSVILLE, IN R12E T31S S31, AT A POINT WHERE THE HIGHWAY
 JN0065'PASSES NEAR THE FOOT OF A HIGH ROCKY BLUFF, SET VERTICALLY IN THE
 JN0065'NORTHEAST FACE OF A MASSIVE SANDSTONE OUTCROP, 32 FEET SOUTHWEST OF
 JN0065'THE CENTER LINE OF THE HIGHWAY, 4.5 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0022 ***********************************************************************
 HN0022  DESIGNATION -  K 114
 HN0022  PID         -  HN0022
 HN0022  STATE/COUNTY-  UT/SAN JUAN
 HN0022  COUNTRY     -  US
 HN0022  USGS QUAD   -  HITE SOUTH (2017)
 HN0022
 HN0022                         *CURRENT SURVEY CONTROL
 HN0022  ______________________________________________________________________
 HN0022* NAD 83(1986) POSITION- 37 48 23.     (N) 110 26 24.     (W)   SCALED
 HN0022* NAVD 88 ORTHO HEIGHT -  1055.476 (meters)     3462.84  (feet) ADJUSTED
 HN0022  ______________________________________________________________________
 HN0022  GEOID HEIGHT    -        -21.238 (meters)                     GEOID18
 HN0022  DYNAMIC HEIGHT  -       1054.400 (meters)     3459.31  (feet) COMP
 HN0022  MODELED GRAVITY -    979,574.7   (mgal)                       NAVD 88
 HN0022
 HN0022  VERT ORDER      -  FIRST     CLASS II
 HN0022
 HN0022.The horizontal coordinates were scaled from a map and have
 HN0022.an estimated accuracy of +/- 6 seconds.
 HN0022
 HN0022.The orthometric height was determined by differential leveling and
 HN0022.adjusted by the NATIONAL GEODETIC SURVEY
 HN0022.in June 1991.
 HN0022
 HN0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0022.GEOID18 height accuracy estimate available here.
 HN0022
 HN0022.Click photographs - Photos may exist for this station.
 HN0022
 HN0022.The dynamic height is computed by dividing the NAVD 88
 HN0022.geopotential number by the normal gravity value computed on the
 HN0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0022.degrees latitude (g = 980.6199 gals.).
 HN0022
 HN0022.The modeled gravity was interpolated from observed gravity values.
 HN0022
 HN0022;                    North         East    Units  Estimated Accuracy
 HN0022;SPC UT S     - 3,127,020.      593,340.      MT  (+/- 180 meters Scaled)
 HN0022
 HN0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG492844(NAD 83)
 HN0022
 HN0022                          SUPERSEDED SURVEY CONTROL
 HN0022
 HN0022  NGVD 29 (??/??/92) 1054.528  (m)         3459.73   (f) ADJ UNCH    1 2
 HN0022
 HN0022.Superseded values are not recommended for survey control.
 HN0022
 HN0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0022.See file dsdata.pdf to determine how the superseded data were derived.
 HN0022
 HN0022_MARKER: DB = BENCH MARK DISK
 HN0022_SETTING: 66 = SET IN ROCK OUTCROP
 HN0022_STAMPING: K 114 1958
 HN0022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0022+STABILITY: POSITION/ELEVATION WELL
 HN0022
 HN0022  HISTORY     - Date     Condition        Report By
 HN0022  HISTORY     - 1958     MONUMENTED       CGS
 HN0022
 HN0022                          STATION DESCRIPTION
 HN0022
 HN0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0022'IN HITE.
 HN0022'AT HITE, AT THE FERRY LANDING ON THE LEFT BANK OF THE COLORADO RIVER
 HN0022'(DANDY CROSSING), 18 FEET SOUTH OF THE CENTER OF A RIGHT ANGLE TURN IN
 HN0022'STATE HIGHWAY 95, ABOUT MIDWAY BETWEEN TWO GUY WIRES FOR THE FERRY
 HN0022'CABLE AND 3 FEET ABOVE THE GROUND IN THE BOTTOM STEP IN A SANDSTONE
 HN0022'BLUFF.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0049 ***********************************************************************
 HN0049  DESIGNATION -  K 115
 HN0049  PID         -  HN0049
 HN0049  STATE/COUNTY-  UT/SAN JUAN
 HN0049  COUNTRY     -  US
 HN0049  USGS QUAD   -  JACOBS CHAIR (2017)
 HN0049
 HN0049                         *CURRENT SURVEY CONTROL
 HN0049  ______________________________________________________________________
 HN0049* NAD 83(1986) POSITION- 37 40 58.     (N) 110 13 11.     (W)   SCALED
 HN0049* NAVD 88 ORTHO HEIGHT -  1506.178 (meters)     4941.52  (feet) ADJUSTED
 HN0049  ______________________________________________________________________
 HN0049  GEOID HEIGHT    -        -20.580 (meters)                     GEOID18
 HN0049  DYNAMIC HEIGHT  -       1504.524 (meters)     4936.09  (feet) COMP
 HN0049  MODELED GRAVITY -    979,479.4   (mgal)                       NAVD 88
 HN0049
 HN0049  VERT ORDER      -  FIRST     CLASS II
 HN0049
 HN0049.The horizontal coordinates were scaled from a map and have
 HN0049.an estimated accuracy of +/- 6 seconds.
 HN0049
 HN0049.The orthometric height was determined by differential leveling and
 HN0049.adjusted by the NATIONAL GEODETIC SURVEY
 HN0049.in June 1991.
 HN0049
 HN0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0049.GEOID18 height accuracy estimate available here.
 HN0049
 HN0049.Click photographs - Photos may exist for this station.
 HN0049
 HN0049.The dynamic height is computed by dividing the NAVD 88
 HN0049.geopotential number by the normal gravity value computed on the
 HN0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0049.degrees latitude (g = 980.6199 gals.).
 HN0049
 HN0049.The modeled gravity was interpolated from observed gravity values.
 HN0049
 HN0049;                    North         East    Units  Estimated Accuracy
 HN0049;SPC UT S     - 3,113,540.      612,920.      MT  (+/- 180 meters Scaled)
 HN0049
 HN0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG688709(NAD 83)
 HN0049
 HN0049                          SUPERSEDED SURVEY CONTROL
 HN0049
 HN0049  NGVD 29 (??/??/92) 1505.175  (m)         4938.23   (f) ADJ UNCH    1 2
 HN0049
 HN0049.Superseded values are not recommended for survey control.
 HN0049
 HN0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0049.See file dsdata.pdf to determine how the superseded data were derived.
 HN0049
 HN0049_MARKER: DB = BENCH MARK DISK
 HN0049_SETTING: 66 = SET IN ROCK OUTCROP
 HN0049_STAMPING: K 115 1958
 HN0049_MARK LOGO: CGS
 HN0049_MAGNETIC: N = NO MAGNETIC MATERIAL
 HN0049_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0049+STABILITY: POSITION/ELEVATION WELL
 HN0049
 HN0049  HISTORY     - Date     Condition        Report By
 HN0049  HISTORY     - 1958     MONUMENTED       CGS
 HN0049  HISTORY     - 19760414 GOOD             NGS
 HN0049
 HN0049                          STATION DESCRIPTION
 HN0049
 HN0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0049'5.0 MI NW FROM FRY CANYON.
 HN0049'ABOUT 5.0 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0049'AT FRY CANYON, 0.15 MILE NORTHWEST OF A CATTLE GUARD, 108 FEET
 HN0049'NORTHWEST OF THE NORTHEAST END OF A 60-INCH PIPE CULVERT, 86 FEET
 HN0049'SOUTHEAST OF THE CENTER OF THE JUNCTION OF A TRACK ROAD NORTH TO A
 HN0049'CEMETERY, IN THE TOP OF A ROCK OUTCROP ON THE WEST BANK OF A WASH, 30
 HN0049'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET SOUTHEAST
 HN0049'OF A CAIRN AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
 HN0049
 HN0049                          STATION RECOVERY (1976)
 HN0049
 HN0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HN0049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN1012 ***********************************************************************
 HN1012  DESIGNATION -  K 115 RESET
 HN1012  PID         -  HN1012
 HN1012  STATE/COUNTY-  UT/SAN JUAN
 HN1012  COUNTRY     -  US
 HN1012  USGS QUAD   -  JACOBS CHAIR (2017)
 HN1012
 HN1012                         *CURRENT SURVEY CONTROL
 HN1012  ______________________________________________________________________
 HN1012* NAD 83(1986) POSITION- 37 40 58.     (N) 110 13 11.     (W)   SCALED
 HN1012* NAVD 88 ORTHO HEIGHT -  1507.13  (meters)     4944.6   (feet) RESET
 HN1012  ______________________________________________________________________
 HN1012  GEOID HEIGHT    -        -20.580 (meters)                     GEOID18
 HN1012  VERT ORDER      -  THIRD
 HN1012
 HN1012.The horizontal coordinates were scaled from a map and have
 HN1012.an estimated accuracy of +/- 6 seconds.
 HN1012
 HN1012.The orthometric height was computed from unverified reset data.
 HN1012
 HN1012.No vertical observational check was made to the station.
 HN1012
 HN1012.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN1012.GEOID18 height accuracy estimate available here.
 HN1012
 HN1012.Click photographs - Photos may exist for this station.
 HN1012
 HN1012;                    North         East    Units  Estimated Accuracy
 HN1012;SPC UT S     - 3,113,540.      612,920.      MT  (+/- 180 meters Scaled)
 HN1012
 HN1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG688709(NAD 83)
 HN1012
 HN1012                          SUPERSEDED SURVEY CONTROL
 HN1012
 HN1012  NGVD 29 (07/25/12) 1506.13   (m)         4941.4    (f) RESET       3  
 HN1012
 HN1012.Superseded values are not recommended for survey control.
 HN1012
 HN1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN1012.See file dsdata.pdf to determine how the superseded data were derived.
 HN1012
 HN1012_MARKER: DV = VERTICAL CONTROL DISK
 HN1012_SETTING: 66 = SET IN ROCK OUTCROP
 HN1012_STAMPING: K 115 RESET 1976
 HN1012_MARK LOGO: NGS
 HN1012_MAGNETIC: N = NO MAGNETIC MATERIAL
 HN1012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN1012+STABILITY: POSITION/ELEVATION WELL
 HN1012
 HN1012  HISTORY     - Date     Condition        Report By
 HN1012  HISTORY     - 1976     MONUMENTED       NGS
 HN1012
 HN1012                          STATION DESCRIPTION
 HN1012
 HN1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HN1012'4.95 MILES (7.97 KM) NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST
 HN1012'OFFICE AND STORE IN FRY CANYON, 115 FEET (35.1 M) NORTHEAST OF THE
 HN1012'APPROXIMATE CENTER OF HIGHWAY 95, 136 FEET (41.5 M) EAST-SOUTHEAST OF
 HN1012'A GRADED ROAD WHICH LEADS NORTHERLY FROM HIGHWAY, 55 FEET (16.8 M)
 HN1012'WEST-NORTHWEST OF THE WEST EDGE OF A WASH AND 15 FEET (4.6 M)
 HN1012'NORTHEAST OF A HIGHWAY RIGHT-OF-WAY MARKER (PIPE), SET IN A DEPRESSION
 HN1012'IN ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0274 ***********************************************************************
 HM0274  DESIGNATION -  K 116
 HM0274  PID         -  HM0274
 HM0274  STATE/COUNTY-  UT/SAN JUAN
 HM0274  COUNTRY     -  US
 HM0274  USGS QUAD   -  KANE GULCH (2017)
 HM0274
 HM0274                         *CURRENT SURVEY CONTROL
 HM0274  ______________________________________________________________________
 HM0274* NAD 83(1986) POSITION- 37 35 06.     (N) 109 54 17.     (W)   SCALED
 HM0274* NAVD 88 ORTHO HEIGHT -  2095.358 (meters)     6874.52  (feet) ADJUSTED
 HM0274  ______________________________________________________________________
 HM0274  GEOID HEIGHT    -        -19.519 (meters)                     GEOID18
 HM0274  DYNAMIC HEIGHT  -       2092.840 (meters)     6866.26  (feet) COMP
 HM0274  MODELED GRAVITY -    979,352.4   (mgal)                       NAVD 88
 HM0274
 HM0274  VERT ORDER      -  FIRST     CLASS II
 HM0274
 HM0274.The horizontal coordinates were scaled from a map and have
 HM0274.an estimated accuracy of +/- 6 seconds.
 HM0274
 HM0274.The orthometric height was determined by differential leveling and
 HM0274.adjusted by the NATIONAL GEODETIC SURVEY
 HM0274.in June 1991.
 HM0274
 HM0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0274.GEOID18 height accuracy estimate available here.
 HM0274
 HM0274.Click photographs - Photos may exist for this station.
 HM0274
 HM0274.The dynamic height is computed by dividing the NAVD 88
 HM0274.geopotential number by the normal gravity value computed on the
 HM0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0274.degrees latitude (g = 980.6199 gals.).
 HM0274
 HM0274.The modeled gravity was interpolated from observed gravity values.
 HM0274
 HM0274;                    North         East    Units  Estimated Accuracy
 HM0274;SPC UT S     - 3,103,120.      640,890.      MT  (+/- 180 meters Scaled)
 HM0274
 HM0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG967603(NAD 83)
 HM0274
 HM0274                          SUPERSEDED SURVEY CONTROL
 HM0274
 HM0274  NGVD 29 (??/??/92) 2094.23   (m)         6870.8    (f) COMPUTED    1 2
 HM0274
 HM0274.Superseded values are not recommended for survey control.
 HM0274
 HM0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0274.See file dsdata.pdf to determine how the superseded data were derived.
 HM0274
 HM0274_MARKER: DB = BENCH MARK DISK
 HM0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0274_STAMPING: K 116 1958
 HM0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0274+STABILITY: SURFACE MOTION
 HM0274
 HM0274  HISTORY     - Date     Condition        Report By
 HM0274  HISTORY     - 1958     MONUMENTED       CGS
 HM0274
 HM0274                          STATION DESCRIPTION
 HM0274
 HM0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HM0274'20.85 MI SE FROM FRY CANYON.
 HM0274'ABOUT 20.85 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST
 HM0274'OFFICE AT FRY CANYON, AT THE EAST APEX OF A LARGE ROAD TRIANGLE AT
 HM0274'GRAND FLAT, 115 FEET WEST OF THE CENTER OF THE JUNCTION, 37 FEET
 HM0274'NORTH-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET SOUTH OF
 HM0274'THE CENTER LINE OF THE ROAD WEST, 2.3 FEET EAST OF A WITNESS POST,
 HM0274'LEVEL WITH THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 HM0274'INCHES.  NOTE-- COPPER NAIL AND WASHER BENCH MARK AG IS LOCATED 107
 HM0274'FEET NORTHEAST AND ACROSS THE ROAD AND A WASH FROM THE BENCH MARK, 36
 HM0274'FEET NORTHEAST OF THE CENTER OF THE WASH AND IS IN THE SOUTHEAST ROOT
 HM0274'OF A LEANING 15-INCH PINE TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0275 ***********************************************************************
 HM0275  DESIGNATION -  K 116 RESET
 HM0275  PID         -  HM0275
 HM0275  STATE/COUNTY-  UT/SAN JUAN
 HM0275  COUNTRY     -  US
 HM0275  USGS QUAD   -  KANE GULCH (2017)
 HM0275
 HM0275                         *CURRENT SURVEY CONTROL
 HM0275  ______________________________________________________________________
 HM0275* NAD 83(1986) POSITION- 37 35 06.     (N) 109 54 17.     (W)   SCALED
 HM0275* NAVD 88 ORTHO HEIGHT -  2095.63  (+/-2cm)     6875.4   (feet) VERTCON3
 HM0275  ______________________________________________________________________
 HM0275  GEOID HEIGHT    -        -19.519 (meters)                     GEOID18
 HM0275  VERT ORDER      -  THIRD (See Below)
 HM0275
 HM0275.The horizontal coordinates were scaled from a map and have
 HM0275.an estimated accuracy of +/- 6 seconds.
 HM0275
 HM0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0275
 HM0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0275.GEOID18 height accuracy estimate available here.
 HM0275
 HM0275.The vertical order pertains to the NGVD 29 superseded value.
 HM0275
 HM0275.Click photographs - Photos may exist for this station.
 HM0275
 HM0275;                    North         East    Units  Estimated Accuracy
 HM0275;SPC UT S     - 3,103,120.      640,890.      MT  (+/- 180 meters Scaled)
 HM0275
 HM0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG967603(NAD 83)
 HM0275
 HM0275                          SUPERSEDED SURVEY CONTROL
 HM0275
 HM0275  NGVD 29 (??/??/??) 2094.51   (m)         6871.7    (f) RESET       3  
 HM0275
 HM0275.Superseded values are not recommended for survey control.
 HM0275
 HM0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0275.See file dsdata.pdf to determine how the superseded data were derived.
 HM0275
 HM0275_MARKER: DB = BENCH MARK DISK
 HM0275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HM0275_SP_SET: HIGHWAY MARKER
 HM0275_STAMPING: K 116 RESET 1970
 HM0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0275
 HM0275  HISTORY     - Date     Condition        Report By
 HM0275  HISTORY     - 1970     MONUMENTED       NGS
 HM0275  HISTORY     - 1980     GOOD             USGS
 HM0275  HISTORY     - 1980     GOOD             USGS
 HM0275
 HM0275                          STATION DESCRIPTION
 HM0275
 HM0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 HM0275'20.85 MI SE FROM FRY CANYON.
 HM0275'ABOUT 20.85 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST
 HM0275'OFFICE AT FRY CANYON, AT THE EAST APEX OF A LARGE ROAD TRIANGLE AT
 HM0275'GRANT FLAT, SET IN THE TOP OF A CONCRETE RIGHT-OF-WAY MARKER, 200 FEET
 HM0275'TO THE LEFT OF THE CENTER LINE OF UTAH STATE HIGHWAY 95 STATION 406+00
 HM0275'P.O.T.
 HM0275
 HM0275                          STATION RECOVERY (1980)
 HM0275
 HM0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0275'4.3 I 4.3 MILES S. ALONG HWY. 163 FROM THE POST OFFICE AT BLANDING TO
 HM0275'JCT HWY 95 WEST 28, MILES ALONG HWY 95, 0.6 MI NE OF JCT HWY. 261,
 HM0275'206 FT NW OF CENTER OF HIGHWAY 95, 205 FT NE AND UP A SHOLLOW DRAIN
 HM0275'FROM A 5 FOOT MEATL CULVERT (NE AND OF), 1 FT S. OF R.O.W FENCE, 10
 HM0275'FT. DUE N. OF WITNESS POST, 6 IN. S. AND 0.4 FT LOWER THAN R.O.W
 HM0275'MARKER 406.00 P.O.T, 1 N 1.8 FT BELOW SURFACE. SET IN TOP OF CONCERTE
 HM0275'ADJACENT TO ROW MARKER (IRON PIPE WITH BC) A STD. TABLET STAMPED K
 HM0275'116 RESET 1970.
 HM0275
 HM0275                          STATION RECOVERY (1980)
 HM0275
 HM0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0275'4.3 I 4.3 MILES S. ALONG HWY. 163 FROM THE POST OFFICE AT BLANDING TO
 HM0275'JCT HWY 95 WEST 28, MILES ALONG HWY 95, 0.6 MI NE OF JCT HWY. 261,
 HM0275'206 FT NW OF CENTER OF HIGHWAY 95, 205 FT NE AND UP A SHOLLOW DRAIN
 HM0275'FROM A 5 FOOT MEATL CULVERT (NE AND OF), 1 FT S. OF R.O.W FENCE, 10
 HM0275'FT. DUE N. OF WITNESS POST, 6 IN. S. AND 0.4 FT LOWER THAN R.O.W
 HM0275'MARKER 406.00 P.O.T, 1 N 1.8 FT BELOW SURFACE. SET IN TOP OF CONCERTE
 HM0275'ADJACENT TO ROW MARKER (IRON PIPE WITH BC) A STD. TABLET STAMPED K
 HM0275'116 RESET 1970.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0299 ***********************************************************************
 HM0299  DESIGNATION -  K 117
 HM0299  PID         -  HM0299
 HM0299  STATE/COUNTY-  UT/SAN JUAN
 HM0299  COUNTRY     -  US
 HM0299  USGS QUAD   -  HOTEL ROCK (2017)
 HM0299
 HM0299                         *CURRENT SURVEY CONTROL
 HM0299  ______________________________________________________________________
 HM0299* NAD 83(1986) POSITION- 37 33 32.     (N) 109 39 34.     (W)   SCALED
 HM0299* NAVD 88 ORTHO HEIGHT -  1584.991 (meters)     5200.09  (feet) ADJUSTED
 HM0299  ______________________________________________________________________
 HM0299  GEOID HEIGHT    -        -19.858 (meters)                     GEOID18
 HM0299  DYNAMIC HEIGHT  -       1583.218 (meters)     5194.27  (feet) COMP
 HM0299  MODELED GRAVITY -    979,455.6   (mgal)                       NAVD 88
 HM0299
 HM0299  VERT ORDER      -  FIRST     CLASS II
 HM0299
 HM0299.The horizontal coordinates were scaled from a map and have
 HM0299.an estimated accuracy of +/- 6 seconds.
 HM0299
 HM0299.The orthometric height was determined by differential leveling and
 HM0299.adjusted by the NATIONAL GEODETIC SURVEY
 HM0299.in June 1991.
 HM0299
 HM0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0299.GEOID18 height accuracy estimate available here.
 HM0299
 HM0299.Click photographs - Photos may exist for this station.
 HM0299
 HM0299.The dynamic height is computed by dividing the NAVD 88
 HM0299.geopotential number by the normal gravity value computed on the
 HM0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0299.degrees latitude (g = 980.6199 gals.).
 HM0299
 HM0299.The modeled gravity was interpolated from observed gravity values.
 HM0299
 HM0299;                    North         East    Units  Estimated Accuracy
 HM0299;SPC UT S     - 3,100,620.      662,610.      MT  (+/- 180 meters Scaled)
 HM0299
 HM0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG184577(NAD 83)
 HM0299
 HM0299                          SUPERSEDED SURVEY CONTROL
 HM0299
 HM0299  NGVD 29 (??/??/92) 1583.993  (m)         5196.82   (f) ADJ UNCH    1 2
 HM0299
 HM0299.Superseded values are not recommended for survey control.
 HM0299
 HM0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0299.See file dsdata.pdf to determine how the superseded data were derived.
 HM0299
 HM0299_MARKER: DB = BENCH MARK DISK
 HM0299_SETTING: 66 = SET IN ROCK OUTCROP
 HM0299_STAMPING: K 117 1958
 HM0299_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0299+STABILITY: POSITION/ELEVATION WELL
 HM0299
 HM0299  HISTORY     - Date     Condition        Report By
 HM0299  HISTORY     - 1958     MONUMENTED       CGS
 HM0299  HISTORY     - 1959     GOOD             CGS
 HM0299  HISTORY     - 1979     GOOD             USGS
 HM0299  HISTORY     - 1979     GOOD             USGS
 HM0299
 HM0299                          STATION DESCRIPTION
 HM0299
 HM0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0299'17.3 MI SW FROM BLANDING.
 HM0299'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0299'BLANDING, THENCE 13.4 MILES WEST ALONG STATE HIGHWAY 95, 0.25 MILE
 HM0299'NORTH OF THE BOTTOM OF COMB RIDGE GRADE, 0.12 MILE SOUTHEAST OF A
 HM0299'CATTLEGUARD, AT THE SOUTHEAST END OF A CUT AND ON THE OUTSIDE OF A
 HM0299'SLIGHT CURVE, 199 FEET NORTH OF THE NORTHEAST END OF A 24-INCH PIPE
 HM0299'CULVERT, 39 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN THE
 HM0299'TOP OF A 9 X 10-FOOT SANDSTONE OUTCROP THAT PROJECTS 3 1/2 FEET, 3
 HM0299'FEET SOUTH OF A WITNESS POST AND ABOUT 2 1/2 FEET HIGHER THAN THE
 HM0299'HIGHWAY.
 HM0299
 HM0299                          STATION RECOVERY (1979)
 HM0299
 HM0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0299'4.0 MILES OUSTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0299'BLANDING, THENCE 6.35 MILES WEST ALONG STATE HIGHWAY 95 TO A ROAD
 HM0299'JUNCTION NORTH, THENCE 1.0 MILE NORTH TO A Y ROAD WEST, THENCE 6.05
 HM0299'MILES WEST ALONG DIRT ROAD, 0.25 MILE NORTH OF THE BOTTOM OF COMB
 HM0299'RIDGE GRADE, ON THE SOUTHEAST END OF A CUT ON THE OUTSIDE OF A SLIGHT
 HM0299'CURVE, 199 FEET NORTH OF THE NORTHEAST END OF A 24 INCH CULVERT, 39
 HM0299'FEET NORTHEAST OF THE CENTER OF THE ROAD, IN THE TOP OF A 9X10 FOOT
 HM0299'SANDSTONE OUTCROP THAT PROJECTS 3.5 FEET, 3 FEET SOUTH OF A WITNESS
 HM0299'POST AND 2.5 FEET HIGHER THAN THE ROAD.
 HM0299
 HM0299                          STATION RECOVERY (1979)
 HM0299
 HM0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0299'4.0 MILES OUSTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0299'BLANDING, THENCE 6.35 MILES WEST ALONG STATE HIGHWAY 95 TO A ROAD
 HM0299'JUNCTION NORTH, THENCE 1.0 MILE NORTH TO A Y ROAD WEST, THENCE 6.05
 HM0299'MILES WEST ALONG DIRT ROAD, 0.25 MILE NORTH OF THE BOTTOM OF COMB
 HM0299'RIDGE GRADE, ON THE SOUTHEAST END OF A CUT ON THE OUTSIDE OF A SLIGHT
 HM0299'CURVE, 199 FEET NORTH OF THE NORTHEAST END OF A 24 INCH CULVERT, 39
 HM0299'FEET NORTHEAST OF THE CENTER OF THE ROAD, IN THE TOP OF A 9X10 FOOT
 HM0299'SANDSTONE OUTCROP THAT PROJECTS 3.5 FEET, 3 FEET SOUTH OF A WITNESS
 HM0299'POST AND 2.5 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0154 ***********************************************************************
 JN0154  DESIGNATION -  K 12
 JN0154  PID         -  JN0154
 JN0154  STATE/COUNTY-  UT/GARFIELD
 JN0154  COUNTRY     -  US
 JN0154  USGS QUAD   -  SANDY CREEK BENCHES (2017)
 JN0154
 JN0154                         *CURRENT SURVEY CONTROL
 JN0154  ______________________________________________________________________
 JN0154* NAD 83(1986) POSITION- 38 04 05.     (N) 111 03 52.     (W)   SCALED
 JN0154* NAVD 88 ORTHO HEIGHT -  1611.910 (meters)     5288.41  (feet) POSTED
 JN0154  ______________________________________________________________________
 JN0154  GEOID HEIGHT    -        -19.806 (meters)                     GEOID18
 JN0154  DYNAMIC HEIGHT  -       1610.13  (meters)     5282.6   (feet) COMP
 JN0154  MODELED GRAVITY -    979,465.7   (mgal)                       NAVD 88
 JN0154
 JN0154  VERT ORDER      -  * POSTED, SEE BELOW
 JN0154
 JN0154.The horizontal coordinates were scaled from a map and have
 JN0154.an estimated accuracy of +/- 6 seconds.
 JN0154
 JN0154.The orthometric height was determined by differential leveling
 JN0154.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JN0154
 JN0154.* This is a POSTED BENCH MARK height.
 JN0154
 JN0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0154.GEOID18 height accuracy estimate available here.
 JN0154
 JN0154.Click photographs - Photos may exist for this station.
 JN0154
 JN0154.The dynamic height is computed by dividing the NAVD 88
 JN0154.geopotential number by the normal gravity value computed on the
 JN0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0154.degrees latitude (g = 980.6199 gals.).
 JN0154
 JN0154.The modeled gravity was interpolated from observed gravity values.
 JN0154
 JN0154;                    North         East    Units  Estimated Accuracy
 JN0154;SPC UT S     - 3,155,620.      538,220.      MT  (+/- 180 meters Scaled)
 JN0154
 JN0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH943133(NAD 83)
 JN0154
 JN0154                          SUPERSEDED SURVEY CONTROL
 JN0154
 JN0154  NGVD 29 (??/??/92) 1610.730  (m)         5284.54   (f) ADJ UNCH    1 2
 JN0154
 JN0154.Superseded values are not recommended for survey control.
 JN0154
 JN0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0154.See file dsdata.pdf to determine how the superseded data were derived.
 JN0154
 JN0154_MARKER: DB = BENCH MARK DISK
 JN0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0154_STAMPING: K 12 1921
 JN0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0154+STABILITY: SURFACE MOTION
 JN0154
 JN0154  HISTORY     - Date     Condition        Report By
 JN0154  HISTORY     - 1921     MONUMENTED       CGS
 JN0154  HISTORY     - 1952     MARK NOT FOUND   USGS
 JN0154
 JN0154                          STATION DESCRIPTION
 JN0154
 JN0154'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0154'2.25 MI S FROM BOWNS RANCH.
 JN0154'2-1/4 MILES SOUTH ALONG THE HALLS CROSSING ROAD FROM BOWNS RANCH,
 JN0154'GARFIELD COUNTY, HALFWAY ACROSS AN ADOBE FLAT SOUTH OF A LARGE ALFALFA
 JN0154'FIELD, AND 18 FEET EAST OF THE ROAD.  A STANDARD DISK, STAMPED K 12
 JN0154'1921 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0326 ***********************************************************************
 HO0326  DESIGNATION -  K 124
 HO0326  PID         -  HO0326
 HO0326  STATE/COUNTY-  UT/IRON
 HO0326  COUNTRY     -  US
 HO0326  USGS QUAD   -  HEIST (2017)
 HO0326
 HO0326                         *CURRENT SURVEY CONTROL
 HO0326  ______________________________________________________________________
 HO0326* NAD 83(1986) POSITION- 37 46 50.     (N) 113 50 33.     (W)   SCALED
 HO0326* NAVD 88 ORTHO HEIGHT -  1616.799 (meters)     5304.45  (feet) ADJUSTED
 HO0326  ______________________________________________________________________
 HO0326  GEOID HEIGHT    -        -23.058 (meters)                     GEOID18
 HO0326  DYNAMIC HEIGHT  -       1614.981 (meters)     5298.48  (feet) COMP
 HO0326  MODELED GRAVITY -    979,449.1   (mgal)                       NAVD 88
 HO0326
 HO0326  VERT ORDER      -  SECOND    CLASS 0
 HO0326
 HO0326.The horizontal coordinates were scaled from a map and have
 HO0326.an estimated accuracy of +/- 6 seconds.
 HO0326
 HO0326.The orthometric height was determined by differential leveling and
 HO0326.adjusted by the NATIONAL GEODETIC SURVEY
 HO0326.in June 1991.
 HO0326
 HO0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0326.GEOID18 height accuracy estimate available here.
 HO0326
 HO0326.Click photographs - Photos may exist for this station.
 HO0326
 HO0326.The dynamic height is computed by dividing the NAVD 88
 HO0326.geopotential number by the normal gravity value computed on the
 HO0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0326.degrees latitude (g = 980.6199 gals.).
 HO0326
 HO0326.The modeled gravity was interpolated from observed gravity values.
 HO0326
 HO0326;                    North         East    Units  Estimated Accuracy
 HO0326;SPC UT S     - 3,126,210.      293,670.      MT  (+/- 180 meters Scaled)
 HO0326
 HO0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG496852(NAD 83)
 HO0326
 HO0326                          SUPERSEDED SURVEY CONTROL
 HO0326
 HO0326  NGVD 29 (??/??/92) 1615.65   (m)         5300.7    (f) COMPUTED    2 0
 HO0326
 HO0326.Superseded values are not recommended for survey control.
 HO0326
 HO0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0326.See file dsdata.pdf to determine how the superseded data were derived.
 HO0326
 HO0326_MARKER: DB = BENCH MARK DISK
 HO0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0326_STAMPING: K 124 1934
 HO0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0326+STABILITY: SURFACE MOTION
 HO0326
 HO0326  HISTORY     - Date     Condition        Report By
 HO0326  HISTORY     - 1934     MONUMENTED       CGS
 HO0326  HISTORY     - 1974     GOOD             USGS
 HO0326
 HO0326                          STATION DESCRIPTION
 HO0326
 HO0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0326'4.9 MI SE FROM MODENA.
 HO0326'4.9 MILES SOUTHEAST ALONG THE 1934 ROUTE OF STATE HIGHWAY 18 FROM
 HO0326'MODENA, IRON COUNTY, 1.0 MILE WEST OF A 12-FOOT WOODEN BRIDGE WITH
 HO0326'GUARDRAILS, AND 29 FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY.  A
 HO0326'STANDARD DISK, STAMPED K 124 1934 AND SET IN THE TOP OF A CONCRETE
 HO0326'POST.
 HO0326
 HO0326                          STATION RECOVERY (1974)
 HO0326
 HO0326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HO0326'0.8 MI. EAST FROM MODENA TO STATE HWY. 56, THEN 4.0 MI SE ALONG HWY.
 HO0326'56 TO A TRACK ROAD NE, THEN 0.4 MI. NE ALONG TRACK ROAD TO THE SCAR
 HO0326'OF OLD STATE HWY. 18, THEN NW ALONG SCAR 0.2 MI. TO THE BENCHMARK.
 HO0326'THE BENCHMARK IS ABOUT 950 FEET WEST-NORTHWEST OF THE SE CORNER OF
 HO0326'SECTION 2, TOWNSHIP 35 SOUTH, RANGE 19 WEST AND 30 FEET NE OF THE
 HO0326'CENTERLINE OF THE SCAR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0441 ***********************************************************************
 MR0441  DESIGNATION -  K 125
 MR0441  PID         -  MR0441
 MR0441  STATE/COUNTY-  UT/CACHE
 MR0441  COUNTRY     -  US
 MR0441  USGS QUAD   -  WELLSVILLE (2017)
 MR0441
 MR0441                         *CURRENT SURVEY CONTROL
 MR0441  ______________________________________________________________________
 MR0441* NAD 83(1986) POSITION- 41 38 49.     (N) 111 54 44.     (W)   SCALED
 MR0441* NAVD 88 ORTHO HEIGHT -  1375.207 (meters)     4511.83  (feet) ADJUSTED
 MR0441  ______________________________________________________________________
 MR0441  GEOID HEIGHT    -        -15.804 (meters)                     GEOID18
 MR0441  DYNAMIC HEIGHT  -       1374.175 (meters)     4508.44  (feet) COMP
 MR0441  MODELED GRAVITY -    979,826.1   (mgal)                       NAVD 88
 MR0441
 MR0441  VERT ORDER      -  SECOND    CLASS 0
 MR0441
 MR0441.The horizontal coordinates were scaled from a map and have
 MR0441.an estimated accuracy of +/- 6 seconds.
 MR0441
 MR0441.The orthometric height was determined by differential leveling and
 MR0441.adjusted by the NATIONAL GEODETIC SURVEY
 MR0441.in June 1991.
 MR0441
 MR0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0441.GEOID18 height accuracy estimate available here.
 MR0441
 MR0441.Click photographs - Photos may exist for this station.
 MR0441
 MR0441.The dynamic height is computed by dividing the NAVD 88
 MR0441.geopotential number by the normal gravity value computed on the
 MR0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0441.degrees latitude (g = 980.6199 gals.).
 MR0441
 MR0441.The modeled gravity was interpolated from observed gravity values.
 MR0441
 MR0441;                    North         East    Units  Estimated Accuracy
 MR0441;SPC UT N     - 1,145,960.      465,660.      MT  (+/- 180 meters Scaled)
 MR0441
 MR0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM240109(NAD 83)
 MR0441
 MR0441                          SUPERSEDED SURVEY CONTROL
 MR0441
 MR0441  NGVD 29 (??/??/92) 1374.134  (m)         4508.30   (f) ADJ UNCH    2 0
 MR0441
 MR0441.Superseded values are not recommended for survey control.
 MR0441
 MR0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0441.See file dsdata.pdf to determine how the superseded data were derived.
 MR0441
 MR0441_MARKER: DB = BENCH MARK DISK
 MR0441_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MR0441_SP_SET: CULVERT HEADWALL
 MR0441_STAMPING: K 125 1934
 MR0441_MARK LOGO: CGS
 MR0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0441+STABILITY: SURFACE MOTION
 MR0441
 MR0441  HISTORY     - Date     Condition        Report By
 MR0441  HISTORY     - 1934     MONUMENTED       CGS
 MR0441  HISTORY     - 1988     MARK NOT FOUND   LOCSUR
 MR0441
 MR0441                          STATION DESCRIPTION
 MR0441
 MR0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0441'1.3 MI NE FROM WELLSVILLE.
 MR0441'ABOUT 1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT
 MR0441'WELLSVILLE, CACHE COUNTY, ABOUT 522 FEET NORTHEAST OF THE CENTER LINE
 MR0441'OF THE OREGON SHORT LINE RAILROAD MAIN TRACK, 78 FEET SOUTHEAST OF THE
 MR0441'CENTER LINE OF A PAVED CROSS ROAD, 15 FEET EAST OF A
 MR0441'POWER-TRANSMISSION LINE POLE, AT A CULVERT, IN THE TOP OF THE WEST
 MR0441'HEAD WALL, AND 21 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY. A
 MR0441'STANDARD DISK, STAMPED K 125 1934.
 MR0441
 MR0441                          STATION RECOVERY (1988)
 MR0441
 MR0441'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (PRC)
 MR0441'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0249 ***********************************************************************
 MR0249  DESIGNATION -  K 126
 MR0249  PID         -  MR0249
 MR0249  STATE/COUNTY-  UT/RICH
 MR0249  COUNTRY     -  US
 MR0249  USGS QUAD   -  GARDEN CITY (2017)
 MR0249
 MR0249                         *CURRENT SURVEY CONTROL
 MR0249  ______________________________________________________________________
 MR0249* NAD 83(1986) POSITION- 41 56 09.     (N) 111 23 37.     (W)   SCALED
 MR0249* NAVD 88 ORTHO HEIGHT -  1810.546 (meters)     5940.10  (feet) ADJUSTED
 MR0249  ______________________________________________________________________
 MR0249  GEOID HEIGHT    -        -14.331 (meters)                     GEOID18
 MR0249  DYNAMIC HEIGHT  -       1809.102 (meters)     5935.36  (feet) COMP
 MR0249  MODELED GRAVITY -    979,761.3   (mgal)                       NAVD 88
 MR0249
 MR0249  VERT ORDER      -  SECOND    CLASS 0
 MR0249
 MR0249.The horizontal coordinates were scaled from a map and have
 MR0249.an estimated accuracy of +/- 6 seconds.
 MR0249
 MR0249.The orthometric height was determined by differential leveling and
 MR0249.adjusted by the NATIONAL GEODETIC SURVEY
 MR0249.in June 1991.
 MR0249
 MR0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0249.GEOID18 height accuracy estimate available here.
 MR0249
 MR0249.Click photographs - Photos may exist for this station.
 MR0249
 MR0249.The dynamic height is computed by dividing the NAVD 88
 MR0249.geopotential number by the normal gravity value computed on the
 MR0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0249.degrees latitude (g = 980.6199 gals.).
 MR0249
 MR0249.The modeled gravity was interpolated from observed gravity values.
 MR0249
 MR0249;                    North         East    Units  Estimated Accuracy
 MR0249;SPC UT N     - 1,177,970.      508,820.      MT  (+/- 180 meters Scaled)
 MR0249
 MR0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM673427(NAD 83)
 MR0249
 MR0249                          SUPERSEDED SURVEY CONTROL
 MR0249
 MR0249  NGVD 29 (??/??/92) 1809.300  (m)         5936.01   (f) ADJ UNCH    2 0
 MR0249
 MR0249.Superseded values are not recommended for survey control.
 MR0249
 MR0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0249.See file dsdata.pdf to determine how the superseded data were derived.
 MR0249
 MR0249_MARKER: DB = BENCH MARK DISK
 MR0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0249_STAMPING: K 126 1934
 MR0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0249+STABILITY: SURFACE MOTION
 MR0249
 MR0249  HISTORY     - Date     Condition        Report By
 MR0249  HISTORY     - 1934     MONUMENTED       CGS
 MR0249
 MR0249                          STATION DESCRIPTION
 MR0249
 MR0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0249'0.9 MI S FROM GARDEN CITY.
 MR0249'ABOUT 0.9 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 MR0249'GARDEN CITY, RICH COUNTY, ABOUT 70 FEET SOUTH OF POLE 1254, 45 FEET
 MR0249'EAST OF A PAIR OF TWIN 5-FOOT COTTONWOOD TREES, ON THE CENTER LINE OF
 MR0249'THE HIGHWAY RIGHT-OF-WAY, ABOUT 75 FEET EAST OF THE CENTER LINE OF THE
 MR0249'HIGHWAY, 24 FEET NORTH OF THE CENTER LINE OF A GATEWAY, 7 FEET NORTH
 MR0249'OF A POWER-TRANSMISSION LINE POLE, AND 3 FEET WEST OF A FENCE. A
 MR0249'STANDARD DISK, STAMPED K 126 1934 AND SET IN THE TOP OF A CONCRETE
 MR0249'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0270 ***********************************************************************
 JM0270  DESIGNATION -  K 127
 JM0270  PID         -  JM0270
 JM0270  STATE/COUNTY-  UT/SAN JUAN
 JM0270  COUNTRY     -  US
 JM0270  USGS QUAD   -  LA SAL EAST (2017)
 JM0270
 JM0270                         *CURRENT SURVEY CONTROL
 JM0270  ______________________________________________________________________
 JM0270* NAD 83(1986) POSITION- 38 20 42.     (N) 109 12 27.     (W)   SCALED
 JM0270* NAVD 88 ORTHO HEIGHT -  2361.276 (meters)     7746.95  (feet) ADJUSTED
 JM0270  ______________________________________________________________________
 JM0270  GEOID HEIGHT    -        -18.267 (meters)                     GEOID18
 JM0270  DYNAMIC HEIGHT  -       2358.442 (meters)     7737.66  (feet) COMP
 JM0270  MODELED GRAVITY -    979,342.9   (mgal)                       NAVD 88
 JM0270
 JM0270  VERT ORDER      -  SECOND    CLASS 0
 JM0270
 JM0270.The horizontal coordinates were scaled from a map and have
 JM0270.an estimated accuracy of +/- 6 seconds.
 JM0270
 JM0270.The orthometric height was determined by differential leveling and
 JM0270.adjusted by the NATIONAL GEODETIC SURVEY
 JM0270.in June 1991.
 JM0270
 JM0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0270.GEOID18 height accuracy estimate available here.
 JM0270
 JM0270.Click photographs - Photos may exist for this station.
 JM0270
 JM0270.The dynamic height is computed by dividing the NAVD 88
 JM0270.geopotential number by the normal gravity value computed on the
 JM0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0270.degrees latitude (g = 980.6199 gals.).
 JM0270
 JM0270.The modeled gravity was interpolated from observed gravity values.
 JM0270
 JM0270;                    North         East    Units  Estimated Accuracy
 JM0270;SPC UT S     - 3,188,730.      700,390.      MT  (+/- 180 meters Scaled)
 JM0270
 JM0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH566456(NAD 83)
 JM0270
 JM0270                          SUPERSEDED SURVEY CONTROL
 JM0270
 JM0270  NGVD 29 (??/??/92) 2360.032  (m)         7742.87   (f) ADJ UNCH    2 0
 JM0270
 JM0270.Superseded values are not recommended for survey control.
 JM0270
 JM0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0270.See file dsdata.pdf to determine how the superseded data were derived.
 JM0270
 JM0270_MARKER: DB = BENCH MARK DISK
 JM0270_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JM0270_STAMPING: K 127 1934
 JM0270_MARK LOGO: CGS
 JM0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0270
 JM0270  HISTORY     - Date     Condition        Report By
 JM0270  HISTORY     - 1934     MONUMENTED       CGS
 JM0270  HISTORY     - 1982     GOOD             USGS
 JM0270
 JM0270                          STATION DESCRIPTION
 JM0270
 JM0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0270'3.8 MI E FROM LA SAL.
 JM0270'3.8 MILES EAST ALONG STATE HIGHWAY 46 FROM THE POST OFFICE AT LA SAL,
 JM0270'SAN JUAN COUNTY, 1.6 MILES NORTHEAST OF THE WEST BOUNDARY LINE OF THE
 JM0270'LA SAL NATIONAL FOREST, 0.7 MILE SOUTHWEST OF THE EAST BOUNDARY LINE
 JM0270'OF THE LA SAL NATIONAL FOREST, 270 FEET SOUTHWEST OF AN IRRIGATION
 JM0270'DITCH, AND 45 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A
 JM0270'STANDARD DISK, STAMPED K 127 1934 AND SET IN THE TOP OF A CONCRETE
 JM0270'POST.
 JM0270
 JM0270                          STATION RECOVERY (1982)
 JM0270
 JM0270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0270'POST OFFICE, LA SAL, UT. 3.7 MILE NORTHEAST ALONG STATE HWY. 46 FROM
 JM0270'POST OFFICE AT LA SAL, UT. TO T-RD. NORTH, THENCE 0.3 MILE NORTH TO
 JM0270'ROAD JUNCTION, THENCE LEFT (SOUTHWEST) 0.1 MILE TO ROAD FORK. 75 FEET
 JM0270'SOUTH OF CENTERLINE ROAD, AND 28 FEET NORTH OF LONE PINE TREE IS
 JM0270'STANDARD TABLET SET IN CONCRETE POST STAMPED K 127 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0191 ***********************************************************************
 HN0191  DESIGNATION -  K 13
 HN0191  PID         -  HN0191
 HN0191  STATE/COUNTY-  UT/KANE
 HN0191  COUNTRY     -  US
 HN0191  USGS QUAD   -  HALLS CROSSING (2017)
 HN0191
 HN0191                         *CURRENT SURVEY CONTROL
 HN0191  ______________________________________________________________________
 HN0191* NAD 83(1986) POSITION- 37 25 23.     (N) 110 42 27.     (W)   SCALED
 HN0191* NAVD 88 ORTHO HEIGHT -  1034.037 (meters)     3392.50  (feet) POSTED
 HN0191  ______________________________________________________________________
 HN0191  GEOID HEIGHT    -        -22.523 (meters)                     GEOID18
 HN0191  DYNAMIC HEIGHT  -       1032.87  (meters)     3388.7   (feet) COMP
 HN0191  MODELED GRAVITY -    979,468.2   (mgal)                       NAVD 88
 HN0191
 HN0191  VERT ORDER      -  * POSTED, SEE BELOW
 HN0191
 HN0191.The horizontal coordinates were scaled from a map and have
 HN0191.an estimated accuracy of +/- 6 seconds.
 HN0191
 HN0191.The orthometric height was determined by differential leveling
 HN0191.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0191
 HN0191.* This is a POSTED BENCH MARK height.
 HN0191
 HN0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0191.GEOID18 height accuracy estimate available here.
 HN0191
 HN0191.Click photographs - Photos may exist for this station.
 HN0191
 HN0191.The dynamic height is computed by dividing the NAVD 88
 HN0191.geopotential number by the normal gravity value computed on the
 HN0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0191.degrees latitude (g = 980.6199 gals.).
 HN0191
 HN0191.The modeled gravity was interpolated from observed gravity values.
 HN0191
 HN0191;                    North         East    Units  Estimated Accuracy
 HN0191;SPC UT S     - 3,084,240.      570,150.      MT  (+/- 180 meters Scaled)
 HN0191
 HN0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG258418(NAD 83)
 HN0191
 HN0191                          SUPERSEDED SURVEY CONTROL
 HN0191
 HN0191  NGVD 29 (??/??/92) 1033.009  (m)         3389.13   (f) ADJ UNCH    1 2
 HN0191
 HN0191.Superseded values are not recommended for survey control.
 HN0191
 HN0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0191.See file dsdata.pdf to determine how the superseded data were derived.
 HN0191
 HN0191_MARKER: DB = BENCH MARK DISK
 HN0191_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HN0191_SP_SET: UNSPEC. ROCK
 HN0191_STAMPING: K 13 1921
 HN0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0191
 HN0191  HISTORY     - Date     Condition        Report By
 HN0191  HISTORY     - 1921     MONUMENTED       CGS
 HN0191
 HN0191                          STATION DESCRIPTION
 HN0191
 HN0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 HN0191'5.5 MI S FROM HALLS CROSSING.
 HN0191'5-1/2 MILES SOUTH ALONG COLORADO RIVER FROM THE MOUTH OF HALL CREEK AT
 HN0191'HALLS CROSSING, KANE COUNTY, 1/2 MILE SOUTH OF A BEND TO THE RIGHT, ON
 HN0191'A RED SANDSTONE TABLE, 50 FEET WEST OF THE WEST WATER LINE OF THE
 HN0191'RIVER, NEAR A CAIRN, IN ROCK, MARKED BY AN ARROW ON A NEARBY ROCK, AND
 HN0191'ABOUT 50 FEET HIGHER THAN THE WATER (SEPT. 1921).  A STANDARD DISK,
 HN0191'STAMPED K 13 1921.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0192 ***********************************************************************
 KN0192  DESIGNATION -  K 131
 KN0192  PID         -  KN0192
 KN0192  STATE/COUNTY-  UT/CARBON
 KN0192  COUNTRY     -  US
 KN0192  USGS QUAD   -  JUMP CREEK (2017)
 KN0192
 KN0192                         *CURRENT SURVEY CONTROL
 KN0192  ______________________________________________________________________
 KN0192* NAD 83(1986) POSITION- 39 38 06.     (N) 111 06 26.     (W)   SCALED
 KN0192* NAVD 88 ORTHO HEIGHT -  2365.474 (meters)     7760.73  (feet) ADJUSTED
 KN0192  ______________________________________________________________________
 KN0192  GEOID HEIGHT    -        -15.949 (meters)                     GEOID18
 KN0192  DYNAMIC HEIGHT  -       2362.881 (meters)     7752.22  (feet) COMP
 KN0192  MODELED GRAVITY -    979,444.7   (mgal)                       NAVD 88
 KN0192
 KN0192  VERT ORDER      -  SECOND    CLASS 0
 KN0192
 KN0192.The horizontal coordinates were scaled from a map and have
 KN0192.an estimated accuracy of +/- 6 seconds.
 KN0192
 KN0192.The orthometric height was determined by differential leveling and
 KN0192.adjusted by the NATIONAL GEODETIC SURVEY
 KN0192.in June 1991.
 KN0192
 KN0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0192.GEOID18 height accuracy estimate available here.
 KN0192
 KN0192.Click photographs - Photos may exist for this station.
 KN0192
 KN0192.The dynamic height is computed by dividing the NAVD 88
 KN0192.geopotential number by the normal gravity value computed on the
 KN0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0192.degrees latitude (g = 980.6199 gals.).
 KN0192
 KN0192.The modeled gravity was interpolated from observed gravity values.
 KN0192
 KN0192;                    North         East    Units  Estimated Accuracy
 KN0192;SPC UT C     - 2,144,580.      533,720.      MT  (+/- 180 meters Scaled)
 KN0192
 KN0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ907872(NAD 83)
 KN0192
 KN0192                          SUPERSEDED SURVEY CONTROL
 KN0192
 KN0192  NGVD 29 (??/??/92) 2364.193  (m)         7756.52   (f) ADJ UNCH    2 0
 KN0192
 KN0192.Superseded values are not recommended for survey control.
 KN0192
 KN0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0192.See file dsdata.pdf to determine how the superseded data were derived.
 KN0192
 KN0192_MARKER: DB = BENCH MARK DISK
 KN0192_SETTING: 80 = SET IN A BOULDER
 KN0192_STAMPING: K 131 1935
 KN0192_MARK LOGO: CGS
 KN0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0192+STABILITY: SURFACE MOTION
 KN0192
 KN0192  HISTORY     - Date     Condition        Report By
 KN0192  HISTORY     - 1935     MONUMENTED       CGS
 KN0192  HISTORY     - 1974     GOOD             USGS
 KN0192
 KN0192                          STATION DESCRIPTION
 KN0192
 KN0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0192'4.6 MI E FROM CLEAR CREEK.
 KN0192'ABOUT 4.6 MILES EAST ALONG A TRAIL LEADING TO OMANS RANCH FROM A
 KN0192'SCHOOL AT CLEAR CREEK, CARBON COUNTY, ABOUT 3.0 MILES WEST OF THE
 KN0192'OMANS RANCH, AT A MOUNTAIN SIDE, 29 FEET SOUTH OF THE CENTER LINE OF
 KN0192'THE ROAD, ABOUT 9 FEET EAST OF THE CENTER LINE OF A TRAIL, AND IN THE
 KN0192'TOP OF A LARGE SANDSTONE BOULDER.  A STANDARD DISK, STAMPED K 131
 KN0192'1935.
 KN0192
 KN0192                          STATION RECOVERY (1974)
 KN0192
 KN0192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KN0192'CLEAR CREEK, 0.7 MI. SOUTH AND 2.5 MI. EAST OF. 9.0 MI. WEST ALONG
 KN0192'STATE HIGHWAY 139 (ROAD TO SWISHER MINE) FROM INTERSECTION WITH U.S.
 KN0192'HWYS 6 AND 50. THENCE 7.5 MILES SW ALONG ROAD. 1.2 MILES WEST ALONG
 KN0192'TRAIL ROAD ON NORTH SIDE OF BOB WRIGHT CANYON FROM CROSSING OF MAIN
 KN0192'ROAD, APPROXIMATELY 500 FT. SW OF END OF 4 WHEEL DRIVE TRAIL, 35 FT.
 KN0192'SOUTH OF CENTER OF OLD ROAD, AND SET IN THE TOP OF A LARGE SANDSTONE
 KN0192'BOULDER, A STANDARD DISK, STAMPED K 131, 1935.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0379 ***********************************************************************
 MR0379  DESIGNATION -  K 134
 MR0379  PID         -  MR0379
 MR0379  STATE/COUNTY-  UT/WEBER
 MR0379  COUNTRY     -  US
 MR0379  USGS QUAD   -  OGDEN (2017)
 MR0379
 MR0379                         *CURRENT SURVEY CONTROL
 MR0379  ______________________________________________________________________
 MR0379* NAD 83(1986) POSITION- 41 08 28.     (N) 111 54 59.     (W)   SCALED
 MR0379* NAVD 88 ORTHO HEIGHT -  1389.479 (meters)     4558.65  (feet) POSTED
 MR0379  ______________________________________________________________________
 MR0379  GEOID HEIGHT    -        -16.491 (meters)                     GEOID18
 MR0379  DYNAMIC HEIGHT  -       1388.42  (meters)     4555.2   (feet) COMP
 MR0379  MODELED GRAVITY -    979,814.6   (mgal)                       NAVD 88
 MR0379
 MR0379  VERT ORDER      -  * POSTED, SEE BELOW
 MR0379
 MR0379.The horizontal coordinates were scaled from a map and have
 MR0379.an estimated accuracy of +/- 6 seconds.
 MR0379
 MR0379.The orthometric height was determined by differential leveling
 MR0379.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MR0379
 MR0379.* This is a POSTED BENCH MARK height.
 MR0379
 MR0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0379.GEOID18 height accuracy estimate available here.
 MR0379
 MR0379.Click photographs - Photos may exist for this station.
 MR0379
 MR0379.The dynamic height is computed by dividing the NAVD 88
 MR0379.geopotential number by the normal gravity value computed on the
 MR0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0379.degrees latitude (g = 980.6199 gals.).
 MR0379
 MR0379.The modeled gravity was interpolated from observed gravity values.
 MR0379
 MR0379;                    North         East    Units  Estimated Accuracy
 MR0379;SPC UT N     - 1,089,790.      465,040.      MT  (+/- 180 meters Scaled)
 MR0379
 MR0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL230548(NAD 83)
 MR0379
 MR0379                          SUPERSEDED SURVEY CONTROL
 MR0379
 MR0379  NGVD 29 (??/??/92) 1388.42   (m)         4555.2    (f) COMPUTED    1 2
 MR0379
 MR0379.Superseded values are not recommended for survey control.
 MR0379
 MR0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0379.See file dsdata.pdf to determine how the superseded data were derived.
 MR0379
 MR0379_MARKER: DB = BENCH MARK DISK
 MR0379_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0379_SP_SET: ABUTMENT
 MR0379_STAMPING: K 134 1958
 MR0379_MARK LOGO: CGS
 MR0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0379
 MR0379  HISTORY     - Date     Condition        Report By
 MR0379  HISTORY     - 1958     MONUMENTED       CGS
 MR0379
 MR0379                          STATION DESCRIPTION
 MR0379
 MR0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0379'8.65 MI SE FROM OGDEN.
 MR0379'ABOUT 8.65 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0379'STATION AT OGDEN, 2 1/2 TELEPHONE POLES WEST OF MILE POST 984, AT THE
 MR0379'EAST END OF THE UNDERPASS, IN THE TOP OF THE SOUTH END OF THE EAST
 MR0379'CONCRETE ABUTMENT, 11 FEET SOUTH OF THE NEAR RAIL, AND ABOUT 3 FEET
 MR0379'BELOW THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0380 ***********************************************************************
 MR0380  DESIGNATION -  K 134 RESET
 MR0380  PID         -  MR0380
 MR0380  STATE/COUNTY-  UT/WEBER
 MR0380  COUNTRY     -  US
 MR0380  USGS QUAD   -  OGDEN (2017)
 MR0380
 MR0380                         *CURRENT SURVEY CONTROL
 MR0380  ______________________________________________________________________
 MR0380* NAD 83(1986) POSITION- 41 08 28.55   (N) 111 54 58.80   (W)   HD_HELD1
 MR0380* NAVD 88 ORTHO HEIGHT -  1390.350 (meters)     4561.51  (feet) ADJUSTED
 MR0380  ______________________________________________________________________
 MR0380  GEOID HEIGHT    -        -16.490 (meters)                     GEOID18
 MR0380  DYNAMIC HEIGHT  -       1389.291 (meters)     4558.03  (feet) COMP
 MR0380  MODELED GRAVITY -    979,814.5   (mgal)                       NAVD 88
 MR0380
 MR0380  VERT ORDER      -  FIRST     CLASS II
 MR0380
 MR0380.The horizontal coordinates were determined by differentially corrected
 MR0380.hand held GPS observations or other comparable positioning techniques
 MR0380.and have an estimated accuracy of +/- 3 meters.
 MR0380
 MR0380.The orthometric height was determined by differential leveling and
 MR0380.adjusted by the NATIONAL GEODETIC SURVEY
 MR0380.in June 1991.
 MR0380
 MR0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0380.GEOID18 height accuracy estimate available here.
 MR0380
 MR0380.Click photographs - Photos may exist for this station.
 MR0380
 MR0380.The dynamic height is computed by dividing the NAVD 88
 MR0380.geopotential number by the normal gravity value computed on the
 MR0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0380.degrees latitude (g = 980.6199 gals.).
 MR0380
 MR0380.The modeled gravity was interpolated from observed gravity values.
 MR0380
 MR0380;                    North         East    Units  Estimated Accuracy
 MR0380;SPC UT N     - 1,089,803.9     465,048.2     MT  (+/- 3 meters HH1 GPS) 
 MR0380
 MR0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2309954843(NAD 83)
 MR0380
 MR0380                          SUPERSEDED SURVEY CONTROL
 MR0380
 MR0380  NGVD 29 (??/??/??) 1389.28   (m)         4558.0    (f) RESET       3  
 MR0380  NGVD 29 (06/08/92) 1389.350  (m)         4558.23   (f) ADJUSTED    1 2
 MR0380
 MR0380.Superseded values are not recommended for survey control.
 MR0380
 MR0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0380.See file dsdata.pdf to determine how the superseded data were derived.
 MR0380
 MR0380_MARKER: DB = BENCH MARK DISK
 MR0380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0380_SP_SET: ABUTMENT
 MR0380_STAMPING: K 134 RESET 1964
 MR0380_MARK LOGO: CGS
 MR0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0380
 MR0380  HISTORY     - Date     Condition        Report By
 MR0380  HISTORY     - 1964     MONUMENTED       CGS
 MR0380  HISTORY     - 1966     GOOD             CGS
 MR0380  HISTORY     - 1983     GOOD             NGS
 MR0380
 MR0380                          STATION DESCRIPTION
 MR0380
 MR0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MR0380'8.65 MI SE FROM OGDEN.
 MR0380'ABOUT 8.65 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0380'STATION AT OGDEN, 2 1/2 TELEPHONE POLES WEST OF MILEPOST 984, AT THE
 MR0380'EAST END OF THE UNDERPASS, IN THE TOP OF THE SOUTH END OF THE EAST
 MR0380'CONCRETE ABUTMENT WINGWALL, 9 FEET SOUTH OF CENTER OF RAILS, AND ABOUT
 MR0380'1 FOOT BELOW THE TRACKS.
 MR0380
 MR0380                          STATION RECOVERY (1983)
 MR0380
 MR0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0380'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0354 ***********************************************************************
 MR0354  DESIGNATION -  K 135
 MR0354  PID         -  MR0354
 MR0354  STATE/COUNTY-  UT/MORGAN
 MR0354  COUNTRY     -  US
 MR0354  USGS QUAD   -  MORGAN (2017)
 MR0354
 MR0354                         *CURRENT SURVEY CONTROL
 MR0354  ______________________________________________________________________
 MR0354* NAD 83(1986) POSITION- 41 03 00.8    (N) 111 37 31.7    (W)   HD_HELD2
 MR0354* NAVD 88 ORTHO HEIGHT -  1562.714 (meters)     5127.00  (feet) ADJUSTED
 MR0354  ______________________________________________________________________
 MR0354  GEOID HEIGHT    -        -16.062 (meters)                     GEOID18
 MR0354  DYNAMIC HEIGHT  -       1561.416 (meters)     5122.75  (feet) COMP
 MR0354  MODELED GRAVITY -    979,739.4   (mgal)                       NAVD 88
 MR0354
 MR0354  VERT ORDER      -  FIRST     CLASS II
 MR0354
 MR0354.The horizontal coordinates were established by autonomous hand held GPS
 MR0354.observations and have an estimated accuracy of +/- 10 meters.
 MR0354
 MR0354.The orthometric height was determined by differential leveling and
 MR0354.adjusted by the NATIONAL GEODETIC SURVEY
 MR0354.in June 1991.
 MR0354
 MR0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0354.GEOID18 height accuracy estimate available here.
 MR0354
 MR0354.Click photographs - Photos may exist for this station.
 MR0354
 MR0354.The dynamic height is computed by dividing the NAVD 88
 MR0354.geopotential number by the normal gravity value computed on the
 MR0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0354.degrees latitude (g = 980.6199 gals.).
 MR0354
 MR0354.The modeled gravity was interpolated from observed gravity values.
 MR0354
 MR0354;                    North         East    Units  Estimated Accuracy
 MR0354;SPC UT N     - 1,079,618.      489,452.      MT  (+/- 10 meters HH2 GPS)
 MR0354
 MR0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL4743644520(NAD 83)
 MR0354
 MR0354                          SUPERSEDED SURVEY CONTROL
 MR0354
 MR0354  NGVD 29 (??/??/92) 1561.519  (m)         5123.08   (f) SUPERSEDED  1 2
 MR0354  NGVD 29 (06/08/92) 1561.610  (m)         5123.38   (f) ADJUSTED    1 2
 MR0354
 MR0354.Superseded values are not recommended for survey control.
 MR0354
 MR0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0354.See file dsdata.pdf to determine how the superseded data were derived.
 MR0354
 MR0354_MARKER: DB = BENCH MARK DISK
 MR0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0354_STAMPING: K 135 1958
 MR0354_MARK LOGO: CGS
 MR0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0354+STABILITY: SURFACE MOTION
 MR0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0354+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2010
 MR0354
 MR0354  HISTORY     - Date     Condition        Report By
 MR0354  HISTORY     - 1958     MONUMENTED       CGS
 MR0354  HISTORY     - 1983     GOOD             NGS
 MR0354  HISTORY     - 20030815 GOOD             INDIV
 MR0354  HISTORY     - 20101211 GOOD             GEOCAC
 MR0354
 MR0354                          STATION DESCRIPTION
 MR0354
 MR0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0354'2.5 MI E FROM MORGAN.
 MR0354'ABOUT 2.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0354'AT MORGAN, 21 TELEPHONE POLES EAST OF MILE POST 966, 142 FEET
 MR0354'SOUTHWEST OF THE CENTER LINE OF A PRIVATE ROAD CROSSING, 68 FEET SOUTH
 MR0354'OF THE NEAR RAIL, IN LINE WITH THE TELEPHONE POLES, 16 1/2 FEET NORTH
 MR0354'OF A FENCE, 1 1/2 FEET NORTH OF A METAL WITNESS POST, ABOUT 8 FEET
 MR0354'BELOW THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 MR0354'INCHES.
 MR0354
 MR0354                          STATION RECOVERY (1983)
 MR0354
 MR0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0354'RECOVERED IN GOOD CONDITION.
 MR0354
 MR0354                          STATION RECOVERY (2003)
 MR0354
 MR0354'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RW)
 MR0354'RECOVERED IN GOOD CONDITION.
 MR0354
 MR0354                          STATION RECOVERY (2010)
 MR0354
 MR0354'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 MR0354'METAL WP IS MISSING.  SETTING POST IS SURROUNDED BY SMALL
 MR0354'COBBLESTONES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0317 ***********************************************************************
 MR0317  DESIGNATION -  K 136
 MR0317  PID         -  MR0317
 MR0317  STATE/COUNTY-  UT/SUMMIT
 MR0317  COUNTRY     -  US
 MR0317  USGS QUAD   -  HEINERS CREEK (2017)
 MR0317
 MR0317                         *CURRENT SURVEY CONTROL
 MR0317  ______________________________________________________________________
 MR0317* NAD 83(1986) POSITION- 41 02 23.     (N) 111 19 42.     (W)   SCALED
 MR0317* NAVD 88 ORTHO HEIGHT -  1792.724 (meters)     5881.63  (feet) ADJUSTED
 MR0317  ______________________________________________________________________
 MR0317  GEOID HEIGHT    -        -15.768 (meters)                     GEOID18
 MR0317  DYNAMIC HEIGHT  -       1791.103 (meters)     5876.31  (feet) COMP
 MR0317  MODELED GRAVITY -    979,657.3   (mgal)                       NAVD 88
 MR0317
 MR0317  VERT ORDER      -  FIRST     CLASS II
 MR0317
 MR0317.The horizontal coordinates were scaled from a map and have
 MR0317.an estimated accuracy of +/- 6 seconds.
 MR0317
 MR0317.The orthometric height was determined by differential leveling and
 MR0317.adjusted by the NATIONAL GEODETIC SURVEY
 MR0317.in June 1991.
 MR0317
 MR0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0317.GEOID18 height accuracy estimate available here.
 MR0317
 MR0317.Click photographs - Photos may exist for this station.
 MR0317
 MR0317.The dynamic height is computed by dividing the NAVD 88
 MR0317.geopotential number by the normal gravity value computed on the
 MR0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0317.degrees latitude (g = 980.6199 gals.).
 MR0317
 MR0317.The modeled gravity was interpolated from observed gravity values.
 MR0317
 MR0317;                    North         East    Units  Estimated Accuracy
 MR0317;SPC UT N     - 1,078,460.      514,430.      MT  (+/- 180 meters Scaled)
 MR0317
 MR0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL724432(NAD 83)
 MR0317
 MR0317                          SUPERSEDED SURVEY CONTROL
 MR0317
 MR0317  NGVD 29 (??/??/92) 1791.383  (m)         5877.23   (f) SUPERSEDED  1 2
 MR0317  NGVD 29 (06/08/92) 1791.491  (m)         5877.58   (f) ADJUSTED    1 2
 MR0317
 MR0317.Superseded values are not recommended for survey control.
 MR0317
 MR0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0317.See file dsdata.pdf to determine how the superseded data were derived.
 MR0317
 MR0317_MARKER: DB = BENCH MARK DISK
 MR0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0317_STAMPING: K 136 1958
 MR0317_MARK LOGO: CGS
 MR0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0317+STABILITY: SURFACE MOTION
 MR0317
 MR0317  HISTORY     - Date     Condition        Report By
 MR0317  HISTORY     - 1958     MONUMENTED       CGS
 MR0317  HISTORY     - 1983     GOOD             NGS
 MR0317
 MR0317                          STATION DESCRIPTION
 MR0317
 MR0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0317'8.0 MI NE FROM ECHO.
 MR0317'ABOUT 8.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0317'STATION AT ECHO, 13 TELEPHONE POLES NORTHEAST OF MILE POST 945, ON THE
 MR0317'SOUTHEAST SLOPE OF A HILL, 175 FEET NORTHWEST OF THE NEAR RAIL, 97 1/2
 MR0317'FEET NORTHWEST OF THE CENTER LINE OF U. S. HIGHWAY 30S, 67 FEET
 MR0317'NORTHWEST OF THE NEAR END OF A STEEL CULVERT, 2 FEET SOUTHEAST OF A
 MR0317'FENCE, 2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 7 FEET ABOVE
 MR0317'THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING
 MR0317'5 INCHES.
 MR0317
 MR0317                          STATION RECOVERY (1983)
 MR0317
 MR0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0317'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0083 ***********************************************************************
 HO0083  DESIGNATION -  K 137
 HO0083  PID         -  HO0083
 HO0083  STATE/COUNTY-  UT/KANE
 HO0083  COUNTRY     -  US
 HO0083  USGS QUAD   -  THOMPSON POINT (2017)
 HO0083
 HO0083                         *CURRENT SURVEY CONTROL
 HO0083  ______________________________________________________________________
 HO0083* NAD 83(1986) POSITION- 37 02 04.4    (N) 112 23 00.1    (W)   HD_HELD2
 HO0083* NAVD 88 ORTHO HEIGHT -  1565.161 (meters)     5135.03  (feet) ADJUSTED
 HO0083  ______________________________________________________________________
 HO0083  GEOID HEIGHT    -        -22.153 (meters)                     GEOID18
 HO0083  DYNAMIC HEIGHT  -       1563.340 (meters)     5129.06  (feet) COMP
 HO0083  MODELED GRAVITY -    979,412.6   (mgal)                       NAVD 88
 HO0083
 HO0083  VERT ORDER      -  FIRST     CLASS II
 HO0083
 HO0083.The horizontal coordinates were established by autonomous hand held GPS
 HO0083.observations and have an estimated accuracy of +/- 10 meters.
 HO0083
 HO0083.The orthometric height was determined by differential leveling and
 HO0083.adjusted by the NATIONAL GEODETIC SURVEY
 HO0083.in June 1991.
 HO0083
 HO0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0083.GEOID18 height accuracy estimate available here.
 HO0083
 HO0083.Click photographs - Photos may exist for this station.
 HO0083
 HO0083.The dynamic height is computed by dividing the NAVD 88
 HO0083.geopotential number by the normal gravity value computed on the
 HO0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0083.degrees latitude (g = 980.6199 gals.).
 HO0083
 HO0083.The modeled gravity was interpolated from observed gravity values.
 HO0083
 HO0083;                    North         East    Units  Estimated Accuracy
 HO0083;SPC UT S     - 3,041,201.      421,404.      MT  (+/- 10 meters HH2 GPS)
 HO0083
 HO0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF7696699600(NAD 83)
 HO0083
 HO0083                          SUPERSEDED SURVEY CONTROL
 HO0083
 HO0083  NGVD 29 (??/??/92) 1564.162  (m)         5131.75   (f) ADJ UNCH    1 2
 HO0083
 HO0083.Superseded values are not recommended for survey control.
 HO0083
 HO0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0083.See file dsdata.pdf to determine how the superseded data were derived.
 HO0083
 HO0083_MARKER: DB = BENCH MARK DISK
 HO0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0083_STAMPING: K 137 1962
 HO0083_MARK LOGO: CGS
 HO0083_PROJECTION: PROJECTING 10 CENTIMETERS
 HO0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0083+STABILITY: SURFACE MOTION
 HO0083
 HO0083  HISTORY     - Date     Condition        Report By
 HO0083  HISTORY     - 1962     MONUMENTED       CGS
 HO0083  HISTORY     - 1983     GOOD             NGS
 HO0083
 HO0083                          STATION DESCRIPTION
 HO0083
 HO0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0083'9.05 MI E FROM KANAB.
 HO0083'ABOUT 9.05 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY SAINTS
 HO0083'CHURCH AT KANAB, 0.25 MILE WEST OF A METAL GATE AND PRIVATE ROAD
 HO0083'LEADING SOUTHEAST, 0.9 MILE WEST OF THE JUNCTION OF STATE HIGHWAY 136
 HO0083'LEADING NORTH, 209 FEET WEST OF THE SOUTH END OF A METAL TUBE CULVERT,
 HO0083'2 1/2 FEET NORTH OF A FENCE, 66 FEET SOUTH OF THE CENTER LINE OF THE
 HO0083'HIGHWAY, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 HO0083'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HO0083'4 INCHES.
 HO0083
 HO0083                          STATION RECOVERY (1983)
 HO0083
 HO0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0083'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.95 KM
 HO0083'(8.7 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0083'SAINTS IN KANAB, 1.45 KM (0.9 MI) WEST OF THE T-JUNCTION OF JOHNSON
 HO0083'CANYON ROAD, 0.3 KM (0.2 MI) EAST OF MILEPOST 56, 20.1 METERS (66 FT)
 HO0083'SOUTH OF THE HIGHWAY CENTERLINE, 63.7 METERS (209 FT) WEST OF THE
 HO0083'SOUTH END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 0.9 METER (3 FT)
 HO0083'NORTH OF THE RIGHT OF WAY FENCE.
 HO0083'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 HO0083'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0103 ***********************************************************************
 HO0103  DESIGNATION -  K 138
 HO0103  PID         -  HO0103
 HO0103  STATE/COUNTY-  UT/KANE
 HO0103  COUNTRY     -  US
 HO0103  USGS QUAD   -  EIGHTMILE PASS (2017)
 HO0103
 HO0103                         *CURRENT SURVEY CONTROL
 HO0103  ______________________________________________________________________
 HO0103* NAD 83(1986) POSITION- 37 07 55.     (N) 112 05 24.     (W)   SCALED
 HO0103* NAVD 88 ORTHO HEIGHT -  1620.122 (meters)     5315.35  (feet) ADJUSTED
 HO0103  ______________________________________________________________________
 HO0103  GEOID HEIGHT    -        -22.169 (meters)                     GEOID18
 HO0103  DYNAMIC HEIGHT  -       1618.217 (meters)     5309.10  (feet) COMP
 HO0103  MODELED GRAVITY -    979,398.4   (mgal)                       NAVD 88
 HO0103
 HO0103  VERT ORDER      -  FIRST     CLASS II
 HO0103
 HO0103.The horizontal coordinates were scaled from a map and have
 HO0103.an estimated accuracy of +/- 6 seconds.
 HO0103
 HO0103.The orthometric height was determined by differential leveling and
 HO0103.adjusted by the NATIONAL GEODETIC SURVEY
 HO0103.in June 1991.
 HO0103
 HO0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0103.GEOID18 height accuracy estimate available here.
 HO0103
 HO0103.Click photographs - Photos may exist for this station.
 HO0103
 HO0103.The dynamic height is computed by dividing the NAVD 88
 HO0103.geopotential number by the normal gravity value computed on the
 HO0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0103.degrees latitude (g = 980.6199 gals.).
 HO0103
 HO0103.The modeled gravity was interpolated from observed gravity values.
 HO0103
 HO0103;                    North         East    Units  Estimated Accuracy
 HO0103;SPC UT S     - 3,051,800.      447,570.      MT  (+/- 180 meters Scaled)
 HO0103
 HO0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG031100(NAD 83)
 HO0103
 HO0103                          SUPERSEDED SURVEY CONTROL
 HO0103
 HO0103  NGVD 29 (??/??/92) 1619.108  (m)         5312.02   (f) ADJ UNCH    1 2
 HO0103
 HO0103.Superseded values are not recommended for survey control.
 HO0103
 HO0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0103.See file dsdata.pdf to determine how the superseded data were derived.
 HO0103
 HO0103_MARKER: DB = BENCH MARK DISK
 HO0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HO0103_SP_SET: CURB
 HO0103_STAMPING: K 138 1962
 HO0103_MARK LOGO: CGS
 HO0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0103
 HO0103  HISTORY     - Date     Condition        Report By
 HO0103  HISTORY     - 1962     MONUMENTED       CGS
 HO0103  HISTORY     - 1983     GOOD             NGS
 HO0103
 HO0103                          STATION DESCRIPTION
 HO0103
 HO0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0103'27.8 MI E FROM KANAB.
 HO0103'ABOUT 27.8 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY SAINTS
 HO0103'CHURCH AT KANAB, 0.45 MILE NORTHEAST OF MILEPOST NUMBER 27, 20 FEET
 HO0103'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 7.8 FEET NORTHEAST OF THE
 HO0103'SOUTHWEST END OF A GUARD RAIL AT BUCKSKIN GULCH, ABOUT 1 FOOT ABOVE
 HO0103'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE CURB OF A BRIDGE OVER
 HO0103'BUCKSKIN GULCH.
 HO0103
 HO0103                          STATION RECOVERY (1983)
 HO0103
 HO0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0103'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  43.65 KM
 HO0103'(27.3 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0103'SAINTS IN KANAB, IN TOP OF AND 2.4 METERS (8 FT) NORTHEAST OF THE
 HO0103'SOUTHWEST END OF THE NORTHWEST CURB FOR THE BRIDGE OVER THE KITCHEN
 HO0103'CORRAL WASH, 0.26 KM (0.15 MI) SOUTHWEST OF MILEPOST 37, 6.1 METERS
 HO0103'(20 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 0.3 METER (1 FT)
 HO0103'NORTHWEST OF THE SOUTHEAST EDGE OF THE CURB.
 HO0103'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0531 ***********************************************************************
 HN0531  DESIGNATION -  K 139
 HN0531  PID         -  HN0531
 HN0531  STATE/COUNTY-  UT/KANE
 HN0531  COUNTRY     -  US
 HN0531  USGS QUAD   -  BRIDGER POINT (2017)
 HN0531
 HN0531                         *CURRENT SURVEY CONTROL
 HN0531  ______________________________________________________________________
 HN0531* NAD 83(1986) POSITION- 37 06 06.5    (N) 111 48 21.0    (W)   HD_HELD2
 HN0531* NAVD 88 ORTHO HEIGHT -  1392.130 (meters)     4567.35  (feet) ADJUSTED
 HN0531  ______________________________________________________________________
 HN0531  GEOID HEIGHT    -        -22.870 (meters)                     GEOID18
 HN0531  DYNAMIC HEIGHT  -       1390.532 (meters)     4562.10  (feet) COMP
 HN0531  MODELED GRAVITY -    979,435.2   (mgal)                       NAVD 88
 HN0531
 HN0531  VERT ORDER      -  FIRST     CLASS II
 HN0531
 HN0531.The horizontal coordinates were established by autonomous hand held GPS
 HN0531.observations and have an estimated accuracy of +/- 10 meters.
 HN0531
 HN0531.The orthometric height was determined by differential leveling and
 HN0531.adjusted by the NATIONAL GEODETIC SURVEY
 HN0531.in June 1991.
 HN0531
 HN0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0531.GEOID18 height accuracy estimate available here.
 HN0531
 HN0531.Click photographs - Photos may exist for this station.
 HN0531
 HN0531.The dynamic height is computed by dividing the NAVD 88
 HN0531.geopotential number by the normal gravity value computed on the
 HN0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0531.degrees latitude (g = 980.6199 gals.).
 HN0531
 HN0531.The modeled gravity was interpolated from observed gravity values.
 HN0531
 HN0531;                    North         East    Units  Estimated Accuracy
 HN0531;SPC UT S     - 3,048,338.      472,813.      MT  (+/- 10 meters HH2 GPS)
 HN0531
 HN0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG2839506469(NAD 83)
 HN0531
 HN0531                          SUPERSEDED SURVEY CONTROL
 HN0531
 HN0531  NGVD 29 (??/??/92) 1391.185  (m)         4564.25   (f) ADJ UNCH    1 2
 HN0531
 HN0531.Superseded values are not recommended for survey control.
 HN0531
 HN0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0531.See file dsdata.pdf to determine how the superseded data were derived.
 HN0531
 HN0531_MARKER: DB = BENCH MARK DISK
 HN0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0531_STAMPING: K 139 1962
 HN0531_MARK LOGO: CGS
 HN0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0531+STABILITY: SURFACE MOTION
 HN0531
 HN0531  HISTORY     - Date     Condition        Report By
 HN0531  HISTORY     - 1962     MONUMENTED       CGS
 HN0531  HISTORY     - 1983     GOOD             NGS
 HN0531
 HN0531                          STATION DESCRIPTION
 HN0531
 HN0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0531'23.4 MI W FROM PAGE, AZ.
 HN0531'ABOUT 23.4 MILES WEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END OF
 HN0531'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.3 MILE EAST OF MILEPOST
 HN0531'NUMBER 49, 256 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 77 FEET
 HN0531'WEST OF A POWER LINE POLE, 2.5 FEET SOUTH OF A FENCE, 1.7 FEET NORTH
 HN0531'OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY,
 HN0531'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HN0531
 HN0531                          STATION RECOVERY (1983)
 HN0531
 HN0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0531'RECOVERED IN GOOD CONDITION.  OMIT--0.3 MI EAST OF MILEPOST 49.
 HN0531'ADD--0.8 KM (0.5 MI) WEST OF MILEPOST 15.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0145 ***********************************************************************
 KM0145  DESIGNATION -  K 14
 KM0145  PID         -  KM0145
 KM0145  STATE/COUNTY-  UT/GRAND
 KM0145  COUNTRY     -  US
 KM0145  USGS QUAD   -  DANISH FLAT (2017)
 KM0145
 KM0145                         *CURRENT SURVEY CONTROL
 KM0145  ______________________________________________________________________
 KM0145* NAD 83(1986) POSITION- 39 00 31.     (N) 109 15 17.     (W)   SCALED
 KM0145* NAVD 88 ORTHO HEIGHT -  1323.828 (meters)     4343.26  (feet) POSTED
 KM0145  ______________________________________________________________________
 KM0145  GEOID HEIGHT    -        -18.911 (meters)                     GEOID18
 KM0145  DYNAMIC HEIGHT  -       1322.57  (meters)     4339.1   (feet) COMP
 KM0145  MODELED GRAVITY -    979,629.3   (mgal)                       NAVD 88
 KM0145
 KM0145  VERT ORDER      -  * POSTED, SEE BELOW
 KM0145
 KM0145.The horizontal coordinates were scaled from a map and have
 KM0145.an estimated accuracy of +/- 6 seconds.
 KM0145
 KM0145.The orthometric height was determined by differential leveling
 KM0145.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0145
 KM0145.* This is a POSTED BENCH MARK height.
 KM0145
 KM0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0145.GEOID18 height accuracy estimate available here.
 KM0145
 KM0145.Click photographs - Photos may exist for this station.
 KM0145
 KM0145.The dynamic height is computed by dividing the NAVD 88
 KM0145.geopotential number by the normal gravity value computed on the
 KM0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0145.degrees latitude (g = 980.6199 gals.).
 KM0145
 KM0145.The modeled gravity was interpolated from observed gravity values.
 KM0145
 KM0145;                    North         East    Units  Estimated Accuracy
 KM0145;SPC UT C     - 2,077,410.      694,460.      MT  (+/- 180 meters Scaled)
 KM0145
 KM0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ511191(NAD 83)
 KM0145
 KM0145                          SUPERSEDED SURVEY CONTROL
 KM0145
 KM0145  NGVD 29 (??/??/92) 1322.825  (m)         4339.97   (f) ADJ UNCH    1 2
 KM0145
 KM0145.Superseded values are not recommended for survey control.
 KM0145
 KM0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0145.See file dsdata.pdf to determine how the superseded data were derived.
 KM0145
 KM0145_MARKER: DB = BENCH MARK DISK
 KM0145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KM0145_SP_SET: CULVERT
 KM0145_STAMPING: 4339.968 K 14 1927
 KM0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0145
 KM0145  HISTORY     - Date     Condition        Report By
 KM0145  HISTORY     - 1927     MONUMENTED       CGS
 KM0145  HISTORY     - 1934     GOOD             CGS
 KM0145
 KM0145                          STATION DESCRIPTION
 KM0145
 KM0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KM0145'5.2 MI E FROM CISCO.
 KM0145'5.2 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KM0145'CISCO, GRAND COUNTY, 0.3 MILE WEST OF MILEPOST 499, AT A CONCRETE
 KM0145'CULVERT UNDER THE TRACK, IN THE TOP OF THE EAST END OF THE SOUTH
 KM0145'HEADWALL, AND 18 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A
 KM0145'STANDARD DISK, STAMPED 4339.968 K 14 1927.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0077 ***********************************************************************
 HN0077  DESIGNATION -  K 140
 HN0077  PID         -  HN0077
 HN0077  STATE/COUNTY-  UT/SAN JUAN
 HN0077  COUNTRY     -  US
 HN0077  USGS QUAD   -  MOSS BACK BUTTE (2017)
 HN0077
 HN0077                         *CURRENT SURVEY CONTROL
 HN0077  ______________________________________________________________________
 HN0077* NAD 83(1986) POSITION- 37 31 01.     (N) 110 05 26.     (W)   SCALED
 HN0077* NAVD 88 ORTHO HEIGHT -  1743.926 (meters)     5721.53  (feet) ADJUSTED
 HN0077  ______________________________________________________________________
 HN0077  GEOID HEIGHT    -        -20.337 (meters)                     GEOID18
 HN0077  DYNAMIC HEIGHT  -       1741.915 (meters)     5714.93  (feet) COMP
 HN0077  MODELED GRAVITY -    979,415.2   (mgal)                       NAVD 88
 HN0077
 HN0077  VERT ORDER      -  FIRST     CLASS II
 HN0077
 HN0077.The horizontal coordinates were scaled from a map and have
 HN0077.an estimated accuracy of +/- 6 seconds.
 HN0077
 HN0077.The orthometric height was determined by differential leveling and
 HN0077.adjusted by the NATIONAL GEODETIC SURVEY
 HN0077.in June 1991.
 HN0077
 HN0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0077.GEOID18 height accuracy estimate available here.
 HN0077
 HN0077.Click photographs - Photos may exist for this station.
 HN0077
 HN0077.The dynamic height is computed by dividing the NAVD 88
 HN0077.geopotential number by the normal gravity value computed on the
 HN0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0077.degrees latitude (g = 980.6199 gals.).
 HN0077
 HN0077.The modeled gravity was interpolated from observed gravity values.
 HN0077
 HN0077;                    North         East    Units  Estimated Accuracy
 HN0077;SPC UT S     - 3,095,310.      624,590.      MT  (+/- 180 meters Scaled)
 HN0077
 HN0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG803526(NAD 83)
 HN0077
 HN0077                          SUPERSEDED SURVEY CONTROL
 HN0077
 HN0077  NGVD 29 (??/??/92) 1742.882  (m)         5718.11   (f) ADJ UNCH    1 2
 HN0077
 HN0077.Superseded values are not recommended for survey control.
 HN0077
 HN0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0077.See file dsdata.pdf to determine how the superseded data were derived.
 HN0077
 HN0077_MARKER: DB = BENCH MARK DISK
 HN0077_SETTING: 66 = SET IN ROCK OUTCROP
 HN0077_STAMPING: K 140 1962
 HN0077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0077+STABILITY: POSITION/ELEVATION WELL
 HN0077
 HN0077  HISTORY     - Date     Condition        Report By
 HN0077  HISTORY     - 1962     MONUMENTED       CGS
 HN0077  HISTORY     - 1982     GOOD             USGS
 HN0077  HISTORY     - 1982     GOOD             USGS
 HN0077
 HN0077                          STATION DESCRIPTION
 HN0077
 HN0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0077'17.8 MI S FROM FRY CANYON.
 HN0077'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0077'AT FRY CANYON.  THENCE 5.3 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 HN0077'109 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 27 FEET SOUTHEAST OF
 HN0077'A METAL WITNESS POST, 22 FEET SOUTHWEST OF THE CENTERLINE OF A NARROW
 HN0077'WASH, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A FLAT ROCK
 HN0077'OUTCROP FLUSH WITH THE GROUND.
 HN0077
 HN0077                          STATION RECOVERY (1982)
 HN0077
 HN0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0077'ABOUT 12.0 MILES SOUTHEAST ALONG STATE HWY. 95 (BICENTENNIAL HWY.)
 HN0077'FROM THE POST OFFICE AT FRY CANYON, THENCE 5.05 MILES SOUTHWEST ALONG
 HN0077'STATE HWY. 263 TO A CATTLEGUARD CROSSING THE HIGHWAY 196 FEET
 HN0077'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, ON THE WEST SIDE OF A
 HN0077'FENCE, 27 FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A
 HN0077'FLAT ROCK OUTCROP.
 HN0077
 HN0077                          STATION RECOVERY (1982)
 HN0077
 HN0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0077'ABOUT 12.0 MILES SOUTHEAST ALONG STATE HWY. 95 (BICENTENNIAL HWY.)
 HN0077'FROM THE POST OFFICE AT FRY CANYON, THENCE 5.05 MILES SOUTHWEST ALONG
 HN0077'STATE HWY. 263 TO A CATTLEGUARD CROSSING THE HIGHWAY 196 FEET
 HN0077'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, ON THE WEST SIDE OF A
 HN0077'FENCE, 27 FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A
 HN0077'FLAT ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0159 ***********************************************************************
 HN0159  DESIGNATION -  K 141
 HN0159  PID         -  HN0159
 HN0159  STATE/COUNTY-  UT/SAN JUAN
 HN0159  COUNTRY     -  US
 HN0159  USGS QUAD   -  WHIRLWIND DRAW (2017)
 HN0159
 HN0159                         *CURRENT SURVEY CONTROL
 HN0159  ______________________________________________________________________
 HN0159* NAD 83(1986) POSITION- 37 20 06.     (N) 110 20 37.     (W)   SCALED
 HN0159* NAVD 88 ORTHO HEIGHT -  1249.586 (meters)     4099.68  (feet) ADJUSTED
 HN0159  ______________________________________________________________________
 HN0159  GEOID HEIGHT    -        -21.644 (meters)                     GEOID18
 HN0159  DYNAMIC HEIGHT  -       1248.221 (meters)     4095.21  (feet) COMP
 HN0159  MODELED GRAVITY -    979,495.6   (mgal)                       NAVD 88
 HN0159
 HN0159  VERT ORDER      -  FIRST     CLASS II
 HN0159
 HN0159.The horizontal coordinates were scaled from a map and have
 HN0159.an estimated accuracy of +/- 6 seconds.
 HN0159
 HN0159.The orthometric height was determined by differential leveling and
 HN0159.adjusted by the NATIONAL GEODETIC SURVEY
 HN0159.in June 1991.
 HN0159
 HN0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0159.GEOID18 height accuracy estimate available here.
 HN0159
 HN0159.Click photographs - Photos may exist for this station.
 HN0159
 HN0159.The dynamic height is computed by dividing the NAVD 88
 HN0159.geopotential number by the normal gravity value computed on the
 HN0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0159.degrees latitude (g = 980.6199 gals.).
 HN0159
 HN0159.The modeled gravity was interpolated from observed gravity values.
 HN0159
 HN0159;                    North         East    Units  Estimated Accuracy
 HN0159;SPC UT S     - 3,074,810.      602,470.      MT  (+/- 180 meters Scaled)
 HN0159
 HN0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG581322(NAD 83)
 HN0159
 HN0159                          SUPERSEDED SURVEY CONTROL
 HN0159
 HN0159  NGVD 29 (??/??/92) 1248.673  (m)         4096.69   (f) ADJ UNCH    1 2
 HN0159
 HN0159.Superseded values are not recommended for survey control.
 HN0159
 HN0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0159.See file dsdata.pdf to determine how the superseded data were derived.
 HN0159
 HN0159_MARKER: DB = BENCH MARK DISK
 HN0159_SETTING: 66 = SET IN ROCK OUTCROP
 HN0159_STAMPING: K 141 1962
 HN0159_MARK LOGO: CGS
 HN0159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0159+STABILITY: POSITION/ELEVATION WELL
 HN0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0159+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2012
 HN0159
 HN0159  HISTORY     - Date     Condition        Report By
 HN0159  HISTORY     - 1962     MONUMENTED       CGS
 HN0159  HISTORY     - 20120906 GOOD             GEOCAC
 HN0159
 HN0159                          STATION DESCRIPTION
 HN0159
 HN0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0159'39.7 MI S FROM FRY CANYON.
 HN0159'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH STATE HIGHWAY 95 FROM THE POST
 HN0159'OFFICE AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT
 HN0159'ROAD.  THENCE 7.7 MILES SOUTHWEST ALONG A BULLDOZED ROAD LEADING TO
 HN0159'THE SAN JUAN RIVER, 0.25 MILE NORTHEAST OF A WASH, 38 FEET SOUTHEAST
 HN0159'OF THE CENTERLINE OF THE ROAD, 29 FEET NORTHWEST OF A METAL WITNESS
 HN0159'POST, 8.0 FEET SOUTHEAST OF A NARROW WASH, ABOUT LEVEL WITH THE ROAD,
 HN0159'AND SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS ABOUT 5 INCHES.
 HN0159
 HN0159                          STATION RECOVERY (2012)
 HN0159
 HN0159'RECOVERY NOTE BY GEOCACHING 2012 (BA)
 HN0159'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0129 ***********************************************************************
 HN0129  DESIGNATION -  K 142
 HN0129  PID         -  HN0129
 HN0129  STATE/COUNTY-  UT/SAN JUAN
 HN0129  COUNTRY     -  US
 HN0129  USGS QUAD   -  JACOBS MONUMENT (2017)
 HN0129
 HN0129                         *CURRENT SURVEY CONTROL
 HN0129  ______________________________________________________________________
 HN0129* NAD 83(1986) POSITION- 37 06 04.     (N) 110 23 54.     (W)   SCALED
 HN0129* NAVD 88 ORTHO HEIGHT -  1446.931 (meters)     4747.14  (feet) ADJUSTED
 HN0129  ______________________________________________________________________
 HN0129  GEOID HEIGHT    -        -21.499 (meters)                     GEOID18
 HN0129  DYNAMIC HEIGHT  -       1445.295 (meters)     4741.77  (feet) COMP
 HN0129  MODELED GRAVITY -    979,449.7   (mgal)                       NAVD 88
 HN0129
 HN0129  VERT ORDER      -  FIRST     CLASS II
 HN0129
 HN0129.The horizontal coordinates were scaled from a map and have
 HN0129.an estimated accuracy of +/- 6 seconds.
 HN0129
 HN0129.The orthometric height was determined by differential leveling and
 HN0129.adjusted by the NATIONAL GEODETIC SURVEY
 HN0129.in June 1991.
 HN0129
 HN0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0129.GEOID18 height accuracy estimate available here.
 HN0129
 HN0129.Click photographs - Photos may exist for this station.
 HN0129
 HN0129.The dynamic height is computed by dividing the NAVD 88
 HN0129.geopotential number by the normal gravity value computed on the
 HN0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0129.degrees latitude (g = 980.6199 gals.).
 HN0129
 HN0129.The modeled gravity was interpolated from observed gravity values.
 HN0129
 HN0129;                    North         East    Units  Estimated Accuracy
 HN0129;SPC UT S     - 3,048,790.      597,930.      MT  (+/- 180 meters Scaled)
 HN0129
 HN0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG534062(NAD 83)
 HN0129
 HN0129                          SUPERSEDED SURVEY CONTROL
 HN0129
 HN0129  NGVD 29 (??/??/92) 1446.022  (m)         4744.16   (f) ADJ UNCH    1 2
 HN0129
 HN0129.Superseded values are not recommended for survey control.
 HN0129
 HN0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0129.See file dsdata.pdf to determine how the superseded data were derived.
 HN0129
 HN0129_MARKER: DB = BENCH MARK DISK
 HN0129_SETTING: 66 = SET IN ROCK OUTCROP
 HN0129_STAMPING: K 142 1962
 HN0129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0129+STABILITY: POSITION/ELEVATION WELL
 HN0129
 HN0129  HISTORY     - Date     Condition        Report By
 HN0129  HISTORY     - 1962     MONUMENTED       CGS
 HN0129  HISTORY     - 1982     GOOD             USGS
 HN0129  HISTORY     - 1982     GOOD             USGS
 HN0129
 HN0129                          STATION DESCRIPTION
 HN0129
 HN0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0129'7.45 MI NW FROM OLJETO.
 HN0129'ABOUT 7.45 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0129'FROM THE TRADING POST AT OLJETO, 54 FEET EAST OF THE CENTERLINE OF THE
 HN0129'DIRT ROAD, 49 FEET WEST OF A ROCK CAIRN AND SECTION LINE POST, 44.0
 HN0129'FEET NORTH-NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 HN0129'DIRT ROAD, AND SET IN THE TOP OF A SANDSTONE OUTCROP.
 HN0129
 HN0129                          STATION RECOVERY (1982)
 HN0129
 HN0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0129'OLJETO, ABOUT 7.45 MILE NORTHWEST OF 2.3 MILE NORTH ALONG A PAVED
 HN0129'ROAD. FROM THE OLJETO TRADING POST, THENCE 6.9 MILE NORTHWEST ALONG A
 HN0129'GRADED ROAD, 160 FT. NORTHEAST OF END 6 FT. HIGHER THAN ROAD, 50 FT
 HN0129'NORTHWEST OF GLO CORNER 29.30,31 AND 32, SET IN THE TOP OF A
 HN0129'SANDSTONE OUTCROP. A STANDARD DISK.
 HN0129
 HN0129                          STATION RECOVERY (1982)
 HN0129
 HN0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0129'OLJETO, ABOUT 7.45 MILE NORTHWEST OF 2.3 MILE NORTH ALONG A PAVED
 HN0129'ROAD. FROM THE OLJETO TRADING POST, THENCE 6.9 MILE NORTHWEST ALONG A
 HN0129'GRADED ROAD, 160 FT. NORTHEAST OF END 6 FT. HIGHER THAN ROAD, 50 FT
 HN0129'NORTHWEST OF GLO CORNER 29.30,31 AND 32, SET IN THE TOP OF A
 HN0129'SANDSTONE OUTCROP. A STANDARD DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0144 ***********************************************************************
 HN0144  DESIGNATION -  K 143
 HN0144  PID         -  HN0144
 HN0144  STATE/COUNTY-  UT/SAN JUAN
 HN0144  COUNTRY     -  US
 HN0144  USGS QUAD   -  MONITOR BUTTE (2017)
 HN0144
 HN0144                         *CURRENT SURVEY CONTROL
 HN0144  ______________________________________________________________________
 HN0144* NAD 83(1986) POSITION- 37 13 40.     (N) 110 23 01.     (W)   SCALED
 HN0144* NAVD 88 ORTHO HEIGHT -  1228.261 (meters)     4029.72  (feet) ADJUSTED
 HN0144  ______________________________________________________________________
 HN0144  GEOID HEIGHT    -        -21.706 (meters)                     GEOID18
 HN0144  DYNAMIC HEIGHT  -       1226.939 (meters)     4025.38  (feet) COMP
 HN0144  MODELED GRAVITY -    979,511.9   (mgal)                       NAVD 88
 HN0144
 HN0144  VERT ORDER      -  FIRST     CLASS II
 HN0144
 HN0144.The horizontal coordinates were scaled from a map and have
 HN0144.an estimated accuracy of +/- 6 seconds.
 HN0144
 HN0144.The orthometric height was determined by differential leveling and
 HN0144.adjusted by the NATIONAL GEODETIC SURVEY
 HN0144.in June 1991.
 HN0144
 HN0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0144.GEOID18 height accuracy estimate available here.
 HN0144
 HN0144.Click photographs - Photos may exist for this station.
 HN0144
 HN0144.The dynamic height is computed by dividing the NAVD 88
 HN0144.geopotential number by the normal gravity value computed on the
 HN0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0144.degrees latitude (g = 980.6199 gals.).
 HN0144
 HN0144.The modeled gravity was interpolated from observed gravity values.
 HN0144
 HN0144;                    North         East    Units  Estimated Accuracy
 HN0144;SPC UT S     - 3,062,870.      599,070.      MT  (+/- 180 meters Scaled)
 HN0144
 HN0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG546203(NAD 83)
 HN0144
 HN0144                          SUPERSEDED SURVEY CONTROL
 HN0144
 HN0144  NGVD 29 (??/??/92) 1227.395  (m)         4026.88   (f) ADJ UNCH    1 2
 HN0144
 HN0144.Superseded values are not recommended for survey control.
 HN0144
 HN0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0144.See file dsdata.pdf to determine how the superseded data were derived.
 HN0144
 HN0144_MARKER: DB = BENCH MARK DISK
 HN0144_SETTING: 66 = SET IN ROCK OUTCROP
 HN0144_STAMPING: K 143 1962
 HN0144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0144+STABILITY: POSITION/ELEVATION WELL
 HN0144
 HN0144  HISTORY     - Date     Condition        Report By
 HN0144  HISTORY     - 1962     MONUMENTED       CGS
 HN0144  HISTORY     - 1982     GOOD             USGS
 HN0144  HISTORY     - 1982     GOOD             USGS
 HN0144
 HN0144                          STATION DESCRIPTION
 HN0144
 HN0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0144'19.2 MI NW FROM OLJATO.
 HN0144'ABOUT 17.15 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0144'FROM THE TRADING POST AT OLJATO.  THENCE 2.05 MILES NORTHEAST ACROSS
 HN0144'COUNTRY BY FOOT ONLY, ABOUT 0.1 MILE SOUTHEAST OF THE SOUTHEAST BANK
 HN0144'OF ROCKHOUSE GULCH, 7 FEET WEST-NORTHWEST OF A ROCK CAIRN WHICH IS
 HN0144'PAINTED WHITE, AND SET IN THE TOP OF THE HIGHEST POINT OF A ROCK
 HN0144'RIDGE.
 HN0144
 HN0144                          STATION RECOVERY (1982)
 HN0144
 HN0144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0144'OLJECTO, 19.2 MI NW. OF FROM THE LEADING POST AT OLJETO, N. 2.3 MI
 HN0144'ALONG PAVED ROAD. TO A BLADED ROAD LEADING TO COPPER CANYON, WNW
 HN0144'ALONG BLADED ROAD. FOR 8.6 MILE TO A Y-RD. N LEADING TO PIUTE FARMS,
 HN0144'N. ALONG ROAD. FOR 8.15 MILE, THENCE 1.7 MILE ENE. ON A MAG. HEADING
 HN0144'OF 62 DEGREE BY FOOT ONLY. APPROX. 350 FT SW OF THE SW BANK OF THE
 HN0144'ROCKHOUSE GLUCH, 7 FT WNW. OF A ROCK CAIRN WHICH IS PAINTED WHITE, IN
 HN0144'THE SE. CORNER OF THE SW. QUARTER OF SECTION 8, T. 41 S., R. 14 E. A
 HN0144'STANDARD DISK SET IN THE TOP OF THE HIGHEST POINT OF A ROCK RIDGE.
 HN0144
 HN0144                          STATION RECOVERY (1982)
 HN0144
 HN0144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0144'OLJECTO, 19.2 MI NW. OF FROM THE LEADING POST AT OLJETO, N. 2.3 MI
 HN0144'ALONG PAVED ROAD. TO A BLADED ROAD LEADING TO COPPER CANYON, WNW
 HN0144'ALONG BLADED ROAD. FOR 8.6 MILE TO A Y-RD. N LEADING TO PIUTE FARMS,
 HN0144'N. ALONG ROAD. FOR 8.15 MILE, THENCE 1.7 MILE ENE. ON A MAG. HEADING
 HN0144'OF 62 DEGREE BY FOOT ONLY. APPROX. 350 FT SW OF THE SW BANK OF THE
 HN0144'ROCKHOUSE GLUCH, 7 FT WNW. OF A ROCK CAIRN WHICH IS PAINTED WHITE, IN
 HN0144'THE SE. CORNER OF THE SW. QUARTER OF SECTION 8, T. 41 S., R. 14 E. A
 HN0144'STANDARD DISK SET IN THE TOP OF THE HIGHEST POINT OF A ROCK RIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0205 ***********************************************************************
 HN0205  DESIGNATION -  K 145
 HN0205  PID         -  HN0205
 HN0205  STATE/COUNTY-  UT/KANE
 HN0205  COUNTRY     -  US
 HN0205  USGS QUAD   -  DAVIS GULCH (2017)
 HN0205
 HN0205                         *CURRENT SURVEY CONTROL
 HN0205  ______________________________________________________________________
 HN0205* NAD 83(1986) POSITION- 37 15 22.     (N) 110 57 15.     (W)   SCALED
 HN0205* NAVD 88 ORTHO HEIGHT -  1319.398 (meters)     4328.72  (feet) ADJUSTED
 HN0205  ______________________________________________________________________
 HN0205  GEOID HEIGHT    -        -22.727 (meters)                     GEOID18
 HN0205  DYNAMIC HEIGHT  -       1317.919 (meters)     4323.87  (feet) COMP
 HN0205  MODELED GRAVITY -    979,464.7   (mgal)                       NAVD 88
 HN0205
 HN0205  VERT ORDER      -  FIRST     CLASS II
 HN0205
 HN0205.The horizontal coordinates were scaled from a map and have
 HN0205.an estimated accuracy of +/- 6 seconds.
 HN0205
 HN0205.The orthometric height was determined by differential leveling and
 HN0205.adjusted by the NATIONAL GEODETIC SURVEY
 HN0205.in June 1991.
 HN0205
 HN0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0205.GEOID18 height accuracy estimate available here.
 HN0205
 HN0205.Click photographs - Photos may exist for this station.
 HN0205
 HN0205.The dynamic height is computed by dividing the NAVD 88
 HN0205.geopotential number by the normal gravity value computed on the
 HN0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0205.degrees latitude (g = 980.6199 gals.).
 HN0205
 HN0205.The modeled gravity was interpolated from observed gravity values.
 HN0205
 HN0205;                    North         East    Units  Estimated Accuracy
 HN0205;SPC UT S     - 3,065,560.      548,420.      MT  (+/- 180 meters Scaled)
 HN0205
 HN0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG040232(NAD 83)
 HN0205
 HN0205                          SUPERSEDED SURVEY CONTROL
 HN0205
 HN0205  NGVD 29 (??/??/92) 1318.422  (m)         4325.52   (f) ADJ UNCH    1 2
 HN0205
 HN0205.Superseded values are not recommended for survey control.
 HN0205
 HN0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0205.See file dsdata.pdf to determine how the superseded data were derived.
 HN0205
 HN0205_MARKER: DB = BENCH MARK DISK
 HN0205_SETTING: 66 = SET IN ROCK OUTCROP
 HN0205_STAMPING: K 145 962
 HN0205_MARK LOGO: CGS
 HN0205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0205+STABILITY: POSITION/ELEVATION WELL
 HN0205
 HN0205  HISTORY     - Date     Condition        Report By
 HN0205  HISTORY     - 1962     MONUMENTED       CGS
 HN0205
 HN0205                          STATION DESCRIPTION
 HN0205
 HN0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0205'3.6 MI W FROM HOLE-IN-THE-ROCK.
 HN0205'3.6 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK, 55.5
 HN0205'FEET EAST OF A METAL WITNESS POST, 39 FEET NORTHWEST OF THE CENTERLINE
 HN0205'OF THE ROAD, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 HN0205'TOP OF BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0269 ***********************************************************************
 HN0269  DESIGNATION -  K 146
 HN0269  PID         -  HN0269
 HN0269  STATE/COUNTY-  UT/KANE
 HN0269  COUNTRY     -  US
 HN0269  USGS QUAD   -  NASJA MESA (2017)
 HN0269
 HN0269                         *CURRENT SURVEY CONTROL
 HN0269  ______________________________________________________________________
 HN0269* NAD 83(1986) POSITION- 37 13 11.     (N) 110 57 30.     (W)   SCALED
 HN0269* NAVD 88 ORTHO HEIGHT -  1252.013 (meters)     4107.65  (feet) ADJUSTED
 HN0269  ______________________________________________________________________
 HN0269  GEOID HEIGHT    -        -22.763 (meters)                     GEOID18
 HN0269  DYNAMIC HEIGHT  -       1250.527 (meters)     4102.77  (feet) COMP
 HN0269  MODELED GRAVITY -    979,403.3   (mgal)                       NAVD 88
 HN0269
 HN0269  VERT ORDER      -  FIRST     CLASS II
 HN0269
 HN0269.The horizontal coordinates were scaled from a map and have
 HN0269.an estimated accuracy of +/- 6 seconds.
 HN0269
 HN0269.The orthometric height was determined by differential leveling and
 HN0269.adjusted by the NATIONAL GEODETIC SURVEY
 HN0269.in June 1991.
 HN0269
 HN0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0269.GEOID18 height accuracy estimate available here.
 HN0269
 HN0269.Click photographs - Photos may exist for this station.
 HN0269
 HN0269.The dynamic height is computed by dividing the NAVD 88
 HN0269.geopotential number by the normal gravity value computed on the
 HN0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0269.degrees latitude (g = 980.6199 gals.).
 HN0269
 HN0269.The modeled gravity was interpolated from observed gravity values.
 HN0269
 HN0269;                    North         East    Units  Estimated Accuracy
 HN0269;SPC UT S     - 3,061,520.      548,080.      MT  (+/- 180 meters Scaled)
 HN0269
 HN0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG036192(NAD 83)
 HN0269
 HN0269                          SUPERSEDED SURVEY CONTROL
 HN0269
 HN0269  NGVD 29 (??/??/92) 1250.956  (m)         4104.18   (f) ADJ UNCH    1 2
 HN0269
 HN0269.Superseded values are not recommended for survey control.
 HN0269
 HN0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0269.See file dsdata.pdf to determine how the superseded data were derived.
 HN0269
 HN0269_MARKER: DB = BENCH MARK DISK
 HN0269_SETTING: 66 = SET IN ROCK OUTCROP
 HN0269_STAMPING: K 146 1962
 HN0269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0269+STABILITY: POSITION/ELEVATION WELL
 HN0269
 HN0269  HISTORY     - Date     Condition        Report By
 HN0269  HISTORY     - 1962     MONUMENTED       CGS
 HN0269  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0269  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0269
 HN0269                          STATION DESCRIPTION
 HN0269
 HN0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0269'6.95 MI SW FROM HOLE-IN-THE-ROCK.
 HN0269'6.95 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK.  0.1
 HN0269'MILE WEST OF A NARROW DEEP WASH WHICH DRAINS TO THE NORTH, SET IN
 HN0269'SANDSTONE ROCK, NEAR A METAL WITNESS POST, 38 FEET NORTH OF A MUSHROOM
 HN0269'SHAPED SANDSTONE FORMATION WHICH IS 15 FEET HIGH.
 HN0269
 HN0269                          STATION RECOVERY (1982)
 HN0269
 HN0269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0269'MARK NOT FOUND.
 HN0269
 HN0269                          STATION RECOVERY (1982)
 HN0269
 HN0269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0269'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0112 ***********************************************************************
 HN0112  DESIGNATION -  K 147
 HN0112  PID         -  HN0112
 HN0112  STATE/COUNTY-  UT/SAN JUAN
 HN0112  COUNTRY     -  US
 HN0112  USGS QUAD   -  BURNT SPRING (2017)
 HN0112
 HN0112                         *CURRENT SURVEY CONTROL
 HN0112  ______________________________________________________________________
 HN0112* NAD 83(1986) POSITION- 37 24 09.     (N) 110 28 52.     (W)   SCALED
 HN0112* NAVD 88 ORTHO HEIGHT -  1526.773 (meters)     5009.09  (feet) ADJUSTED
 HN0112  ______________________________________________________________________
 HN0112  GEOID HEIGHT    -        -21.979 (meters)                     GEOID18
 HN0112  DYNAMIC HEIGHT  -       1525.019 (meters)     5003.33  (feet) COMP
 HN0112  MODELED GRAVITY -    979,429.0   (mgal)                       NAVD 88
 HN0112
 HN0112  VERT ORDER      -  FIRST     CLASS II
 HN0112
 HN0112.The horizontal coordinates were scaled from a map and have
 HN0112.an estimated accuracy of +/- 6 seconds.
 HN0112
 HN0112.The orthometric height was determined by differential leveling and
 HN0112.adjusted by the NATIONAL GEODETIC SURVEY
 HN0112.in June 1991.
 HN0112
 HN0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0112.GEOID18 height accuracy estimate available here.
 HN0112
 HN0112.Click photographs - Photos may exist for this station.
 HN0112
 HN0112.The dynamic height is computed by dividing the NAVD 88
 HN0112.geopotential number by the normal gravity value computed on the
 HN0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0112.degrees latitude (g = 980.6199 gals.).
 HN0112
 HN0112.The modeled gravity was interpolated from observed gravity values.
 HN0112
 HN0112;                    North         East    Units  Estimated Accuracy
 HN0112;SPC UT S     - 3,082,160.      590,210.      MT  (+/- 180 meters Scaled)
 HN0112
 HN0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG459396(NAD 83)
 HN0112
 HN0112                          SUPERSEDED SURVEY CONTROL
 HN0112
 HN0112  NGVD 29 (??/??/92) 1525.744  (m)         5005.71   (f) ADJ UNCH    1 2
 HN0112
 HN0112.Superseded values are not recommended for survey control.
 HN0112
 HN0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0112.See file dsdata.pdf to determine how the superseded data were derived.
 HN0112
 HN0112_MARKER: DB = BENCH MARK DISK
 HN0112_SETTING: 66 = SET IN ROCK OUTCROP
 HN0112_STAMPING: K 147 1962
 HN0112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0112+STABILITY: POSITION/ELEVATION WELL
 HN0112
 HN0112  HISTORY     - Date     Condition        Report By
 HN0112  HISTORY     - 1962     MONUMENTED       CGS
 HN0112
 HN0112                          STATION DESCRIPTION
 HN0112
 HN0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0112'47.0 MI SW FROM FRY CANYON.
 HN0112'ABOUT 12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0112'AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0112'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  7.4 MILE WEST OF
 HN0112'GREEN WATER SPRING, 0.4 MILE WEST OF A LONE SANDSTONE HILL, 34 FEET
 HN0112'SOUTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A SANDSTONE
 HN0112'OUTCROP, FLUSH WITH THE GROUND, 111 YARDS EAST OF THE JUNCTION OF A
 HN0112'DIRT ROAD LEADING TO HALLS CROSSING ON THE COLORADO RIVER, NEAR A
 HN0112'4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET, AND ABOUT
 HN0112'LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0293 ***********************************************************************
 HN0293  DESIGNATION -  K 148
 HN0293  PID         -  HN0293
 HN0293  STATE/COUNTY-  UT/SAN JUAN
 HN0293  COUNTRY     -  US
 HN0293  USGS QUAD   -  HALLS CROSSING NE (2017)
 HN0293
 HN0293                         *CURRENT SURVEY CONTROL
 HN0293  ______________________________________________________________________
 HN0293* NAD 83(1986) POSITION- 37 26 33.     (N) 110 35 54.     (W)   SCALED
 HN0293* NAVD 88 ORTHO HEIGHT -  1272.677 (meters)     4175.44  (feet) ADJUSTED
 HN0293  ______________________________________________________________________
 HN0293  GEOID HEIGHT    -        -22.341 (meters)                     GEOID18
 HN0293  DYNAMIC HEIGHT  -       1271.233 (meters)     4170.70  (feet) COMP
 HN0293  MODELED GRAVITY -    979,453.4   (mgal)                       NAVD 88
 HN0293
 HN0293  VERT ORDER      -  FIRST     CLASS II
 HN0293
 HN0293.The horizontal coordinates were scaled from a map and have
 HN0293.an estimated accuracy of +/- 6 seconds.
 HN0293
 HN0293.The orthometric height was determined by differential leveling and
 HN0293.adjusted by the NATIONAL GEODETIC SURVEY
 HN0293.in June 1991.
 HN0293
 HN0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0293.GEOID18 height accuracy estimate available here.
 HN0293
 HN0293.Click photographs - Photos may exist for this station.
 HN0293
 HN0293.The dynamic height is computed by dividing the NAVD 88
 HN0293.geopotential number by the normal gravity value computed on the
 HN0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0293.degrees latitude (g = 980.6199 gals.).
 HN0293
 HN0293.The modeled gravity was interpolated from observed gravity values.
 HN0293
 HN0293;                    North         East    Units  Estimated Accuracy
 HN0293;SPC UT S     - 3,086,490.      579,790.      MT  (+/- 180 meters Scaled)
 HN0293
 HN0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG355440(NAD 83)
 HN0293
 HN0293                          SUPERSEDED SURVEY CONTROL
 HN0293
 HN0293  NGVD 29 (??/??/92) 1271.643  (m)         4172.05   (f) ADJ UNCH    1 2
 HN0293
 HN0293.Superseded values are not recommended for survey control.
 HN0293
 HN0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0293.See file dsdata.pdf to determine how the superseded data were derived.
 HN0293
 HN0293_MARKER: DB = BENCH MARK DISK
 HN0293_SETTING: 66 = SET IN ROCK OUTCROP
 HN0293_STAMPING: K 148 1962
 HN0293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0293+STABILITY: POSITION/ELEVATION WELL
 HN0293
 HN0293  HISTORY     - Date     Condition        Report By
 HN0293  HISTORY     - 1962     MONUMENTED       CGS
 HN0293
 HN0293                          STATION DESCRIPTION
 HN0293
 HN0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0293'55.2 MI SW FROM FRY CANYON.
 HN0293'12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE AT FRY
 HN0293'CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD. THENCE
 HN0293'15.0 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH CLAY HILLS
 HN0293'DIVIDE.  THENCE 8.2 MILES NORTHWEST ALONG A BULLDOZED ROAD LEADING TO
 HN0293'HALLS CROSSING ON THE COLORADO RIVER, 15.65 MILES WEST OF GREEN WATER
 HN0293'SPRING, ABOUT 1 1/2 MILES EAST-SOUTHEAST OF A DEEP HOLE IN MOQUI
 HN0293'CANYON, 0.1 MILE NORTHEAST AND ACROSS THE ROAD FROM A SANDSTONE KNOLL,
 HN0293'65 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD, 6 1/2 FEET
 HN0293'SOUTHEAST OF A 8X14 FOOT NATURAL SANDSTONE BASIN WHICH IS ABOUT 6 FEET
 HN0293'DEEP, ABOUT 8 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 HN0293'A SMALL SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0238 ***********************************************************************
 HN0238  DESIGNATION -  K 149
 HN0238  PID         -  HN0238
 HN0238  STATE/COUNTY-  UT/SAN JUAN
 HN0238  COUNTRY     -  US
 HN0238  USGS QUAD   -  ALCOVE CANYON (2017)
 HN0238
 HN0238                         *CURRENT SURVEY CONTROL
 HN0238  ______________________________________________________________________
 HN0238* NAD 83(1986) POSITION- 37 18 11.     (N) 110 40 36.     (W)   SCALED
 HN0238* NAVD 88 ORTHO HEIGHT -  1389.068 (meters)     4557.30  (feet) ADJUSTED
 HN0238  ______________________________________________________________________
 HN0238  GEOID HEIGHT    -        -22.430 (meters)                     GEOID18
 HN0238  DYNAMIC HEIGHT  -       1387.497 (meters)     4552.15  (feet) COMP
 HN0238  MODELED GRAVITY -    979,451.6   (mgal)                       NAVD 88
 HN0238
 HN0238  VERT ORDER      -  FIRST     CLASS II
 HN0238
 HN0238.The horizontal coordinates were scaled from a map and have
 HN0238.an estimated accuracy of +/- 6 seconds.
 HN0238
 HN0238.The orthometric height was determined by differential leveling and
 HN0238.adjusted by the NATIONAL GEODETIC SURVEY
 HN0238.in June 1991.
 HN0238
 HN0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0238.GEOID18 height accuracy estimate available here.
 HN0238
 HN0238.Click photographs - Photos may exist for this station.
 HN0238
 HN0238.The dynamic height is computed by dividing the NAVD 88
 HN0238.geopotential number by the normal gravity value computed on the
 HN0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0238.degrees latitude (g = 980.6199 gals.).
 HN0238
 HN0238.The modeled gravity was interpolated from observed gravity values.
 HN0238
 HN0238;                    North         East    Units  Estimated Accuracy
 HN0238;SPC UT S     - 3,070,950.      572,990.      MT  (+/- 180 meters Scaled)
 HN0238
 HN0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG286285(NAD 83)
 HN0238
 HN0238                          SUPERSEDED SURVEY CONTROL
 HN0238
 HN0238  NGVD 29 (??/??/92) 1388.074  (m)         4554.04   (f) ADJ UNCH    1 2
 HN0238
 HN0238.Superseded values are not recommended for survey control.
 HN0238
 HN0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0238.See file dsdata.pdf to determine how the superseded data were derived.
 HN0238
 HN0238_MARKER: DB = BENCH MARK DISK
 HN0238_SETTING: 66 = SET IN ROCK OUTCROP
 HN0238_STAMPING: K 149 1962
 HN0238_MARK LOGO: CGS
 HN0238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0238+STABILITY: POSITION/ELEVATION WELL
 HN0238
 HN0238  HISTORY     - Date     Condition        Report By
 HN0238  HISTORY     - 1962     MONUMENTED       CGS
 HN0238
 HN0238                          STATION DESCRIPTION
 HN0238
 HN0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0238'65.0 MI SW FROM FRY CANYON.
 HN0238'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0238'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0238'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 3.9 MILES
 HN0238'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0238'TRAIL ROAD.  THENCE 10.4 MILES SOUTHWEST ALONG A TRAIL ROAD.  21 FEET
 HN0238'SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A
 HN0238'SANDSTONE OUTCROP, 195 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM A
 HN0238'24-INCH CEDAR TREE, 19.0 FEET NORTHEAST OF A METAL WITNESS POST, AND
 HN0238'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0150 ***********************************************************************
 KN0150  DESIGNATION -  K 15
 KN0150  PID         -  KN0150
 KN0150  STATE/COUNTY-  UT/UTAH
 KN0150  COUNTRY     -  US
 KN0150  USGS QUAD   -  TUCKER (2017)
 KN0150
 KN0150                         *CURRENT SURVEY CONTROL
 KN0150  ______________________________________________________________________
 KN0150* NAD 83(2011) POSITION- 39 57 17.32035(N) 111 13 41.24693(W)   ADJUSTED
 KN0150* NAD 83(2011) ELLIP HT-  1853.670 (meters)        (06/27/12)   ADJUSTED
 KN0150* NAD 83(2011) EPOCH   -  2010.00
 KN0150* NAVD 88 ORTHO HEIGHT -  1869.711 (meters)     6134.21  (feet) ADJUSTED
 KN0150  ______________________________________________________________________
 KN0150  GEOID HEIGHT    -        -16.033 (meters)                     GEOID18
 KN0150  NAD 83(2011) X  - -1,773,243.894 (meters)                     COMP
 KN0150  NAD 83(2011) Y  - -4,565,048.161 (meters)                     COMP
 KN0150  NAD 83(2011) Z  -  4,075,331.067 (meters)                     COMP
 KN0150  LAPLACE CORR    -          3.39  (seconds)                    DEFLEC18
 KN0150  DYNAMIC HEIGHT  -       1867.826 (meters)     6128.03  (feet) COMP
 KN0150  MODELED GRAVITY -    979,551.9   (mgal)                       NAVD 88
 KN0150
 KN0150  VERT ORDER      -  FIRST     CLASS II
 KN0150
 KN0150  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KN0150  Standards:
 KN0150         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KN0150            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KN0150  -------------------------------------------------------------------
 KN0150  NETWORK    0.50   1.39           0.23   0.17   0.71      0.06198896
 KN0150  -------------------------------------------------------------------
 KN0150  Click here for local accuracies and other accuracy information.
 KN0150
 KN0150.The horizontal coordinates were established by GPS observations
 KN0150.and adjusted by the National Geodetic Survey in June 2012.
 KN0150
 KN0150.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KN0150.been affixed to the stable North American tectonic plate. See 
 KN0150.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KN0150
 KN0150.The horizontal coordinates are valid at the epoch date displayed above
 KN0150.which is a decimal equivalence of Year/Month/Day.
 KN0150
 KN0150.The orthometric height was determined by differential leveling and
 KN0150.adjusted by the NATIONAL GEODETIC SURVEY
 KN0150.in June 1991.
 KN0150
 KN0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0150.GEOID18 height accuracy estimate available here.
 KN0150
 KN0150.Click photographs - Photos may exist for this station.
 KN0150
 KN0150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KN0150
 KN0150.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0150
 KN0150.The ellipsoidal height was determined by GPS observations
 KN0150.and is referenced to NAD 83.
 KN0150
 KN0150.The dynamic height is computed by dividing the NAVD 88
 KN0150.geopotential number by the normal gravity value computed on the
 KN0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0150.degrees latitude (g = 980.6199 gals.).
 KN0150
 KN0150.The modeled gravity was interpolated from observed gravity values.
 KN0150
 KN0150. The following values were computed from the NAD 83(2011) position.
 KN0150
 KN0150;                    North         East     Units Scale Factor Converg.
 KN0150;SPC UT C     - 2,180,049.638   523,229.489   MT  0.99990100   +0 10 27.0
 KN0150;SPC UT C     - 7,152,379.52  1,716,628.75   sFT  0.99990100   +0 10 27.0
 KN0150;UTM  12      - 4,422,766.635   480,514.552   MT  0.99960467   -0 08 47.4
 KN0150
 KN0150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0150!SPC UT C     -   0.99970928  x   0.99990100  =   0.99961031
 KN0150!UTM  12      -   0.99970928  x   0.99960467  =   0.99931407
 KN0150
 KN0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK8051422766(NAD 83)
 KN0150
 KN0150                          SUPERSEDED SURVEY CONTROL
 KN0150
 KN0150  NAD 83(2007)-  39 57 17.32006(N)    111 13 41.24733(W) AD(2002.00) A
 KN0150  ELLIP H (05/19/09) 1853.681  (m)                       GP(2002.00) 3 1
 KN0150  NAD 83(1994)-  39 57 17.31992(N)    111 13 41.24720(W) AD(       ) A
 KN0150  ELLIP H (09/19/06) 1853.674  (m)                       GP(       ) 3 1
 KN0150  NAVD 88            1869.71   (m)         6134.2    (f) LEVELING    3  
 KN0150  NGVD 29 (??/??/92) 1868.498  (m)         6130.23   (f) ADJ UNCH    1 2
 KN0150
 KN0150.Superseded values are not recommended for survey control.
 KN0150
 KN0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0150.See file dsdata.pdf to determine how the superseded data were derived.
 KN0150
 KN0150_MARKER: DB = BENCH MARK DISK
 KN0150_SETTING: 66 = SET IN ROCK OUTCROP
 KN0150_STAMPING: 6130.231 K 15 1927
 KN0150_MARK LOGO: CGS
 KN0150_MAGNETIC: N = NO MAGNETIC MATERIAL
 KN0150_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0150+STABILITY: POSITION/ELEVATION WELL
 KN0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0150+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 KN0150
 KN0150  HISTORY     - Date     Condition        Report By
 KN0150  HISTORY     - 1927     MONUMENTED       CGS
 KN0150  HISTORY     - 1946     GOOD             CGS
 KN0150  HISTORY     - 20060726 GOOD             SUNENG
 KN0150
 KN0150                          STATION DESCRIPTION
 KN0150
 KN0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KN0150'4.2 MI NW FROM GILLULY.
 KN0150'4.2 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0150'FROM GILLULY, UTAH COUNTY, ABOUT 325 YARDS NORTHWEST OF MILEPOST 665,
 KN0150'40 FEET NORTH OF THE NORTH TRACK, IN A ROCK LEDGE, AND ABOUT 6 FEET
 KN0150'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED 6130.231 K 15 1927.
 KN0150
 KN0150                          STATION RECOVERY (2006)
 KN0150
 KN0150'RECOVERY NOTE BY SUNRISE ENGINEERING 2006 (BLC)
 KN0150'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY WINDESC.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0152 ***********************************************************************
 HN0152  DESIGNATION -  K 150
 HN0152  PID         -  HN0152
 HN0152  STATE/COUNTY-  UT/SAN JUAN
 HN0152  COUNTRY     -  US
 HN0152  USGS QUAD   -  MIKES MESA (2017)
 HN0152
 HN0152                         *CURRENT SURVEY CONTROL
 HN0152  ______________________________________________________________________
 HN0152* NAD 83(1986) POSITION- 37 17 15.     (N) 110 23 02.     (W)   SCALED
 HN0152* NAVD 88 ORTHO HEIGHT -  1150.962 (meters)     3776.11  (feet) ADJUSTED
 HN0152  ______________________________________________________________________
 HN0152  GEOID HEIGHT    -        -21.764 (meters)                     GEOID18
 HN0152  DYNAMIC HEIGHT  -       1149.731 (meters)     3772.08  (feet) COMP
 HN0152  MODELED GRAVITY -    979,522.1   (mgal)                       NAVD 88
 HN0152
 HN0152  VERT ORDER      -  FIRST     CLASS II
 HN0152
 HN0152.The horizontal coordinates were scaled from a map and have
 HN0152.an estimated accuracy of +/- 6 seconds.
 HN0152
 HN0152.The orthometric height was determined by differential leveling and
 HN0152.adjusted by the NATIONAL GEODETIC SURVEY
 HN0152.in June 1991.
 HN0152
 HN0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0152.GEOID18 height accuracy estimate available here.
 HN0152
 HN0152.Click photographs - Photos may exist for this station.
 HN0152
 HN0152.The dynamic height is computed by dividing the NAVD 88
 HN0152.geopotential number by the normal gravity value computed on the
 HN0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0152.degrees latitude (g = 980.6199 gals.).
 HN0152
 HN0152.The modeled gravity was interpolated from observed gravity values.
 HN0152
 HN0152;                    North         East    Units  Estimated Accuracy
 HN0152;SPC UT S     - 3,069,490.      598,970.      MT  (+/- 180 meters Scaled)
 HN0152
 HN0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG546269(NAD 83)
 HN0152
 HN0152                          SUPERSEDED SURVEY CONTROL
 HN0152
 HN0152  NGVD 29 (??/??/92) 1150.092  (m)         3773.26   (f) ADJ UNCH    1 2
 HN0152
 HN0152.Superseded values are not recommended for survey control.
 HN0152
 HN0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0152.See file dsdata.pdf to determine how the superseded data were derived.
 HN0152
 HN0152_MARKER: DB = BENCH MARK DISK
 HN0152_SETTING: 66 = SET IN ROCK OUTCROP
 HN0152_STAMPING: K 150 1962
 HN0152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0152+STABILITY: POSITION/ELEVATION WELL
 HN0152
 HN0152  HISTORY     - Date     Condition        Report By
 HN0152  HISTORY     - 1962     MONUMENTED       CGS
 HN0152
 HN0152                          STATION DESCRIPTION
 HN0152
 HN0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0152'24.45 MI NW FROM OLJATO.
 HN0152'ABOUT 17.15 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0152'FROM THE TRADING POST AT OLJATO.  THENCE 7.3 MILES NORTHEAST ACROSS
 HN0152'COUNTRY BY FOOT ONLY TO THE SOUTH RIM OF THE SAN JUAN RIVER, ABOUT 250
 HN0152'FEET SOUTH OF THE SOUTH RIM OF THE SAN JUAN RIVER, 140.0 FEET
 HN0152'EAST-SOUTHEAST OF A METAL WITNESS POST, NEAR THE CENTER OF A SHALLOW
 HN0152'ROCK WASH, AND SET IN BEDROCK OF THE WASH.  NOTE-- BENCH MARK IS 0.3
 HN0152'MILE SOUTH OF AND ACROSS THE SAN JUAN RIVER FROM BENCH MARK R 141. AND
 HN0152'43.85 MILES SOUTHEAST OF FRY CANYON, UTAH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0282 ***********************************************************************
 HN0282  DESIGNATION -  K 152
 HN0282  PID         -  HN0282
 HN0282  STATE/COUNTY-  UT/KANE
 HN0282  COUNTRY     -  US
 HN0282  USGS QUAD   -  NASJA MESA (2017)
 HN0282
 HN0282                         *CURRENT SURVEY CONTROL
 HN0282  ______________________________________________________________________
 HN0282* NAD 83(1986) POSITION- 37 08 16.     (N) 110 58 25.     (W)   SCALED
 HN0282* NAVD 88 ORTHO HEIGHT -  1306.477 (meters)     4286.33  (feet) ADJUSTED
 HN0282  ______________________________________________________________________
 HN0282  GEOID HEIGHT    -        -22.863 (meters)                     GEOID18
 HN0282  DYNAMIC HEIGHT  -       1304.878 (meters)     4281.09  (feet) COMP
 HN0282  MODELED GRAVITY -    979,364.3   (mgal)                       NAVD 88
 HN0282
 HN0282  VERT ORDER      -  FIRST     CLASS II
 HN0282
 HN0282.The horizontal coordinates were scaled from a map and have
 HN0282.an estimated accuracy of +/- 6 seconds.
 HN0282
 HN0282.The orthometric height was determined by differential leveling and
 HN0282.adjusted by the NATIONAL GEODETIC SURVEY
 HN0282.in June 1991.
 HN0282
 HN0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0282.GEOID18 height accuracy estimate available here.
 HN0282
 HN0282.Click photographs - Photos may exist for this station.
 HN0282
 HN0282.The dynamic height is computed by dividing the NAVD 88
 HN0282.geopotential number by the normal gravity value computed on the
 HN0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0282.degrees latitude (g = 980.6199 gals.).
 HN0282
 HN0282.The modeled gravity was interpolated from observed gravity values.
 HN0282
 HN0282;                    North         East    Units  Estimated Accuracy
 HN0282;SPC UT S     - 3,052,420.      546,770.      MT  (+/- 180 meters Scaled)
 HN0282
 HN0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG023101(NAD 83)
 HN0282
 HN0282                          SUPERSEDED SURVEY CONTROL
 HN0282
 HN0282  NGVD 29 (??/??/92) 1305.386  (m)         4282.75   (f) ADJ UNCH    1 2
 HN0282
 HN0282.Superseded values are not recommended for survey control.
 HN0282
 HN0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0282.See file dsdata.pdf to determine how the superseded data were derived.
 HN0282
 HN0282_MARKER: DB = BENCH MARK DISK
 HN0282_SETTING: 66 = SET IN ROCK OUTCROP
 HN0282_STAMPING: K 152 1962
 HN0282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0282+STABILITY: POSITION/ELEVATION WELL
 HN0282
 HN0282  HISTORY     - Date     Condition        Report By
 HN0282  HISTORY     - 1962     MONUMENTED       CGS
 HN0282
 HN0282                          STATION DESCRIPTION
 HN0282
 HN0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0282'15.3 MI SW FROM HOLE-IN-THE-ROCK.
 HN0282'15.3 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK. ABOUT
 HN0282'0.35 MILE EAST OF THE BASE OF THE MOST SOUTHEASTERLY POINT OF NAVAJO
 HN0282'POINT, SET IN THE TOP OF A WEATHERED SANDSTONE OUTCROP, ABOUT 150 FEET
 HN0282'EAST OF A ROCK AROUND THE CLIFFS, ABOUT 5 1/2 FEET ABOVE A SMALL
 HN0282'DEPRESSION TO THE WEST, AND 52.5 FEET EAST-NORTHEAST OF A METAL
 HN0282'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0461 ***********************************************************************
 HN0461  DESIGNATION -  K 153
 HN0461  PID         -  HN0461
 HN0461  STATE/COUNTY-  UT/KANE
 HN0461  COUNTRY     -  US
 HN0461  USGS QUAD   -  NAVAJO POINT (2017)
 HN0461
 HN0461                         *CURRENT SURVEY CONTROL
 HN0461  ______________________________________________________________________
 HN0461* NAD 83(1986) POSITION- 37 10 17.     (N) 111 00 47.     (W)   SCALED
 HN0461* NAVD 88 ORTHO HEIGHT -  1953.444 (meters)     6408.92  (feet) ADJUSTED
 HN0461  ______________________________________________________________________
 HN0461  GEOID HEIGHT    -        -22.765 (meters)                     GEOID18
 HN0461  DYNAMIC HEIGHT  -       1951.026 (meters)     6400.99  (feet) COMP
 HN0461  MODELED GRAVITY -    979,323.4   (mgal)                       NAVD 88
 HN0461
 HN0461  VERT ORDER      -  FIRST     CLASS II
 HN0461
 HN0461.The horizontal coordinates were scaled from a map and have
 HN0461.an estimated accuracy of +/- 6 seconds.
 HN0461
 HN0461.The orthometric height was determined by differential leveling and
 HN0461.adjusted by the NATIONAL GEODETIC SURVEY
 HN0461.in June 1991.
 HN0461
 HN0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0461.GEOID18 height accuracy estimate available here.
 HN0461
 HN0461.Click photographs - Photos may exist for this station.
 HN0461
 HN0461.The dynamic height is computed by dividing the NAVD 88
 HN0461.geopotential number by the normal gravity value computed on the
 HN0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0461.degrees latitude (g = 980.6199 gals.).
 HN0461
 HN0461.The modeled gravity was interpolated from observed gravity values.
 HN0461
 HN0461;                    North         East    Units  Estimated Accuracy
 HN0461;SPC UT S     - 3,056,130.      543,250.      MT  (+/- 180 meters Scaled)
 HN0461
 HN0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG988138(NAD 83)
 HN0461
 HN0461                          SUPERSEDED SURVEY CONTROL
 HN0461
 HN0461  NGVD 29 (??/??/92) 1952.417  (m)         6405.55   (f) ADJ UNCH    1 2
 HN0461
 HN0461.Superseded values are not recommended for survey control.
 HN0461
 HN0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0461.See file dsdata.pdf to determine how the superseded data were derived.
 HN0461
 HN0461_MARKER: DB = BENCH MARK DISK
 HN0461_SETTING: 80 = SET IN A BOULDER
 HN0461_STAMPING: K 153 1962
 HN0461_MARK LOGO: CGS
 HN0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0461+STABILITY: SURFACE MOTION
 HN0461
 HN0461  HISTORY     - Date     Condition        Report By
 HN0461  HISTORY     - 1962     MONUMENTED       CGS
 HN0461
 HN0461                          STATION DESCRIPTION
 HN0461
 HN0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0461'16.25 MI SW FROM HOLE IN THE ROCK.
 HN0461'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0461'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0461'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0461'AROUND A BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0461'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0461'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0461'PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0461'HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0461'CLIFFS.  THENCE 2.4 MILES SOUTH-SOUTHEAST ALONG A COW PATH.  THENCE
 HN0461'2.1 MILES SOUTH ACROSS ROCKY COUNTRY TOWARDS NAVAJO POINT, 13 FEET
 HN0461'SOUTHWEST OF A DIM COW PATH, 9.0 FEET SOUTHWEST OF A METAL WITNESS
 HN0461'POST, AND SET IN THE TOP OF A LARGE BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0332 ***********************************************************************
 MS0332  DESIGNATION -  K 154
 MS0332  PID         -  MS0332
 MS0332  STATE/COUNTY-  UT/BOX ELDER
 MS0332  COUNTRY     -  US
 MS0332  USGS QUAD   -  MEADOW SPRING (2017)
 MS0332
 MS0332                         *CURRENT SURVEY CONTROL
 MS0332  ______________________________________________________________________
 MS0332* NAD 83(1986) POSITION- 41 16 07.     (N) 113 11 50.     (W)   SCALED
 MS0332* NAVD 88 ORTHO HEIGHT -  1285.997 (meters)     4219.14  (feet) ADJUSTED
 MS0332  ______________________________________________________________________
 MS0332  GEOID HEIGHT    -        -16.845 (meters)                     GEOID18
 MS0332  DYNAMIC HEIGHT  -       1285.103 (meters)     4216.21  (feet) COMP
 MS0332  MODELED GRAVITY -    979,883.8   (mgal)                       NAVD 88
 MS0332
 MS0332  VERT ORDER      -  SECOND    CLASS 0
 MS0332
 MS0332.The horizontal coordinates were scaled from a map and have
 MS0332.an estimated accuracy of +/- 6 seconds.
 MS0332
 MS0332.The orthometric height was determined by differential leveling and
 MS0332.adjusted by the NATIONAL GEODETIC SURVEY
 MS0332.in June 1991.
 MS0332
 MS0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0332.GEOID18 height accuracy estimate available here.
 MS0332
 MS0332.Click photographs - Photos may exist for this station.
 MS0332
 MS0332.The dynamic height is computed by dividing the NAVD 88
 MS0332.geopotential number by the normal gravity value computed on the
 MS0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0332.degrees latitude (g = 980.6199 gals.).
 MS0332
 MS0332.The modeled gravity was interpolated from observed gravity values.
 MS0332
 MS0332;                    North         East    Units  Estimated Accuracy
 MS0332;SPC UT N     - 1,105,250.      357,800.      MT  (+/- 180 meters Scaled)
 MS0332
 MS0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL159709(NAD 83)
 MS0332
 MS0332                          SUPERSEDED SURVEY CONTROL
 MS0332
 MS0332  NGVD 29 (??/??/92) 1285.011  (m)         4215.91   (f) ADJ UNCH    2 0
 MS0332
 MS0332.Superseded values are not recommended for survey control.
 MS0332
 MS0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0332.See file dsdata.pdf to determine how the superseded data were derived.
 MS0332
 MS0332_MARKER: DB = BENCH MARK DISK
 MS0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0332_STAMPING: K 154 1966
 MS0332_MARK LOGO: CGS
 MS0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0332+STABILITY: SURFACE MOTION
 MS0332
 MS0332  HISTORY     - Date     Condition        Report By
 MS0332  HISTORY     - 1966     MONUMENTED       CGS
 MS0332
 MS0332                          STATION DESCRIPTION
 MS0332
 MS0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0332'4.0 MI W FROM HOGUP.
 MS0332'4.0 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STOCK PENS
 MS0332'AT HOGUP, 1 1/2 FEET EAST OF MILE POST 717, 60.7 FEET NORTH OF THE
 MS0332'NORTH RAIL, 2.0 FEET WEST OF A WITNESS POST, ABOUT 6 FEET LOWER THAN
 MS0332'THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0418 ***********************************************************************
 MS0418  DESIGNATION -  K 155
 MS0418  PID         -  MS0418
 MS0418  STATE/COUNTY-  UT/BOX ELDER
 MS0418  COUNTRY     -  US
 MS0418  USGS QUAD   -  JACKSON (2017)
 MS0418
 MS0418                         *CURRENT SURVEY CONTROL
 MS0418  ______________________________________________________________________
 MS0418* NAD 83(1986) POSITION- 41 19 03.     (N) 113 39 15.     (W)   SCALED
 MS0418* NAVD 88 ORTHO HEIGHT -  1292.405 (meters)     4240.17  (feet) ADJUSTED
 MS0418  ______________________________________________________________________
 MS0418  GEOID HEIGHT    -        -16.927 (meters)                     GEOID18
 MS0418  DYNAMIC HEIGHT  -       1291.493 (meters)     4237.17  (feet) COMP
 MS0418  MODELED GRAVITY -    979,873.2   (mgal)                       NAVD 88
 MS0418
 MS0418  VERT ORDER      -  SECOND    CLASS 0
 MS0418
 MS0418.The horizontal coordinates were scaled from a map and have
 MS0418.an estimated accuracy of +/- 6 seconds.
 MS0418
 MS0418.The orthometric height was determined by differential leveling and
 MS0418.adjusted by the NATIONAL GEODETIC SURVEY
 MS0418.in June 1991.
 MS0418
 MS0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0418.GEOID18 height accuracy estimate available here.
 MS0418
 MS0418.Click photographs - Photos may exist for this station.
 MS0418
 MS0418.The dynamic height is computed by dividing the NAVD 88
 MS0418.geopotential number by the normal gravity value computed on the
 MS0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0418.degrees latitude (g = 980.6199 gals.).
 MS0418
 MS0418.The modeled gravity was interpolated from observed gravity values.
 MS0418
 MS0418;                    North         East    Units  Estimated Accuracy
 MS0418;SPC UT N     - 1,111,530.      319,660.      MT  (+/- 180 meters Scaled)
 MS0418
 MS0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL778774(NAD 83)
 MS0418
 MS0418                          SUPERSEDED SURVEY CONTROL
 MS0418
 MS0418  NGVD 29 (??/??/92) 1291.40   (m)         4236.9    (f) COMPUTED    2 0
 MS0418
 MS0418.Superseded values are not recommended for survey control.
 MS0418
 MS0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0418.See file dsdata.pdf to determine how the superseded data were derived.
 MS0418
 MS0418_MARKER: DB = BENCH MARK DISK
 MS0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0418_STAMPING: K 155 1966
 MS0418_MARK LOGO: CGS
 MS0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0418+STABILITY: SURFACE MOTION
 MS0418
 MS0418  HISTORY     - Date     Condition        Report By
 MS0418  HISTORY     - 1966     MONUMENTED       CGS
 MS0418
 MS0418                          STATION DESCRIPTION
 MS0418
 MS0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0418'13.6 MI E FROM LUCIN.
 MS0418'13.6 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE CROSSING
 MS0418'OF STATE HIGHWAY 70 AT LUCIN, 1 POLE EAST OF AN AUTOMATIC SIGNAL LITE,
 MS0418'6.6 FEET EAST OF MILE POST 693, 58.6 FEET NORTH OF THE NORTH RAIL OF
 MS0418'THE MAIN TRACK, 45.0 FEET NORTH OF THE NORTH RAIL OF A SIDE TRACK, 2.5
 MS0418'FEET WEST OF A WITNESS POST, ABOUT 7 FEET LOWER THAN THE TRACK AND IN
 MS0418'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0322 ***********************************************************************
 LO0322  DESIGNATION -  K 159
 LO0322  PID         -  LO0322
 LO0322  STATE/COUNTY-  UT/WASATCH
 LO0322  COUNTRY     -  US
 LO0322  USGS QUAD   -  SOAPSTONE BASIN (2017)
 LO0322
 LO0322                         *CURRENT SURVEY CONTROL
 LO0322  ______________________________________________________________________
 LO0322* NAD 83(1986) POSITION- 40 34 16.     (N) 111 02 25.     (W)   SCALED
 LO0322* NAVD 88 ORTHO HEIGHT -  2443.413 (meters)     8016.43  (feet) ADJUSTED
 LO0322  ______________________________________________________________________
 LO0322  GEOID HEIGHT    -        -13.864 (meters)                     GEOID18
 LO0322  DYNAMIC HEIGHT  -       2440.902 (meters)     8008.19  (feet) COMP
 LO0322  MODELED GRAVITY -    979,508.3   (mgal)                       NAVD 88
 LO0322
 LO0322  VERT ORDER      -  SECOND    CLASS 0
 LO0322
 LO0322.The horizontal coordinates were scaled from a map and have
 LO0322.an estimated accuracy of +/- 6 seconds.
 LO0322
 LO0322.The orthometric height was determined by differential leveling and
 LO0322.adjusted by the NATIONAL GEODETIC SURVEY
 LO0322.in June 1991.
 LO0322
 LO0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0322.GEOID18 height accuracy estimate available here.
 LO0322
 LO0322.Click photographs - Photos may exist for this station.
 LO0322
 LO0322.The dynamic height is computed by dividing the NAVD 88
 LO0322.geopotential number by the normal gravity value computed on the
 LO0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0322.degrees latitude (g = 980.6199 gals.).
 LO0322
 LO0322.The modeled gravity was interpolated from observed gravity values.
 LO0322
 LO0322;                    North         East    Units  Estimated Accuracy
 LO0322;SPC UT C     - 2,248,540.      538,930.      MT  (+/- 180 meters Scaled)
 LO0322
 LO0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK965911(NAD 83)
 LO0322
 LO0322                          SUPERSEDED SURVEY CONTROL
 LO0322
 LO0322  NGVD 29 (??/??/92) 2441.985  (m)         8011.75   (f) ADJ UNCH    2 0
 LO0322
 LO0322.Superseded values are not recommended for survey control.
 LO0322
 LO0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0322.See file dsdata.pdf to determine how the superseded data were derived.
 LO0322
 LO0322_MARKER: DB = BENCH MARK DISK
 LO0322_SETTING: 80 = SET IN A BOULDER
 LO0322_STAMPING: K 159 1962
 LO0322_MARK LOGO: CGS
 LO0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0322+STABILITY: SURFACE MOTION
 LO0322
 LO0322  HISTORY     - Date     Condition        Report By
 LO0322  HISTORY     - 1962     MONUMENTED       CGS
 LO0322
 LO0322                          STATION DESCRIPTION
 LO0322
 LO0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0322'16.0 MI SE FROM KAMAS.
 LO0322'14.95 MILES EAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0322'HIGHWAY 189 ALTERNATE AT KAMAS, THENCE 1.05 MILES SOUTH ALONG A DIRT
 LO0322'ROAD, AT A SWITCHBACK, SET VERTICALY IN THE WEST FACE OF A 2 1/2- BY
 LO0322'4-FOOT BOULDER WHICH IS IN THE CUT BANK OF A SHARP CURVE, 41 FEET EAST
 LO0322'OF THE CENTER LINE OF THE ROAD, ABOUT 4 1/2 FEET HIGHER THAN THE ROAD,
 LO0322'AND 0.7 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0026 ***********************************************************************
 KN0026  DESIGNATION -  K 16
 KN0026  PID         -  KN0026
 KN0026  STATE/COUNTY-  UT/EMERY
 KN0026  COUNTRY     -  US
 KN0026  USGS QUAD   -  WOODSIDE (2017)
 KN0026
 KN0026                         *CURRENT SURVEY CONTROL
 KN0026  ______________________________________________________________________
 KN0026* NAD 83(1986) POSITION- 39 15 52.4    (N) 110 21 04.8    (W)   HD_HELD2
 KN0026* NAVD 88 ORTHO HEIGHT -  1413.257 (meters)     4636.66  (feet) ADJUSTED
 KN0026  ______________________________________________________________________
 KN0026  GEOID HEIGHT    -        -18.897 (meters)                     GEOID18
 KN0026  DYNAMIC HEIGHT  -       1411.888 (meters)     4632.17  (feet) COMP
 KN0026  MODELED GRAVITY -    979,610.1   (mgal)                       NAVD 88
 KN0026
 KN0026  VERT ORDER      -  FIRST     CLASS II
 KN0026
 KN0026.The horizontal coordinates were established by autonomous hand held GPS
 KN0026.observations and have an estimated accuracy of +/- 10 meters.
 KN0026
 KN0026.The orthometric height was determined by differential leveling and
 KN0026.adjusted by the NATIONAL GEODETIC SURVEY
 KN0026.in June 1991.
 KN0026
 KN0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0026.GEOID18 height accuracy estimate available here.
 KN0026
 KN0026.Click photographs - Photos may exist for this station.
 KN0026
 KN0026.The dynamic height is computed by dividing the NAVD 88
 KN0026.geopotential number by the normal gravity value computed on the
 KN0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0026.degrees latitude (g = 980.6199 gals.).
 KN0026
 KN0026.The modeled gravity was interpolated from observed gravity values.
 KN0026
 KN0026;                    North         East    Units  Estimated Accuracy
 KN0026;SPC UT C     - 2,104,020.      599,125.      MT  (+/- 10 meters HH2 GPS)
 KN0026
 KN0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ5595946335(NAD 83)
 KN0026
 KN0026                          SUPERSEDED SURVEY CONTROL
 KN0026
 KN0026  NGVD 29 (??/??/92) 1412.249  (m)         4633.35   (f) ADJ UNCH    1 2
 KN0026
 KN0026.Superseded values are not recommended for survey control.
 KN0026
 KN0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0026.See file dsdata.pdf to determine how the superseded data were derived.
 KN0026
 KN0026_MARKER: DB = BENCH MARK DISK
 KN0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0026_STAMPING: 4633.354 K 16 1927
 KN0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0026+STABILITY: SURFACE MOTION
 KN0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0026+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2009
 KN0026
 KN0026  HISTORY     - Date     Condition        Report By
 KN0026  HISTORY     - 1927     MONUMENTED       CGS
 KN0026  HISTORY     - 1954     GOOD             CGS
 KN0026  HISTORY     - 1969     GOOD             USGS
 KN0026  HISTORY     - 20091107 GOOD             GEOCAC
 KN0026
 KN0026                          STATION DESCRIPTION
 KN0026
 KN0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KN0026'IN WOODSIDE.
 KN0026'AT WOODSIDE, EMERY COUNTY, ON THE DENVER AND RIO GRANDE WESTERN
 KN0026'RAILROAD, ABOUT 300 YARDS WEST OF THE STATION, 100 FEET SOUTHWEST OF A
 KN0026'ROAD CROSSING THE TRACK, AND 97.5 FEET SOUTH OF THE CENTERLINE OF THE
 KN0026'TRACK.  A STANDARD DISK, STAMPED 4633.354 K 16 1927 AND SET IN THE TOP
 KN0026'OF A CONCRETE POST.  NOTE-- AT WOODSIDE, EMERY COUNTY ON THE DENVER
 KN0026'AND RIO GRANDE WESTERN RAILROAD, ABOUT 800 FT. WEST OF THE OLD HIGHWAY
 KN0026'AT WOODSIDE AND ABOUT 1200 FT. NW FROM THE RR BRIDGE AND 97.5 FT.
 KN0026'SOUTH OF THE ABANDONED RR.
 KN0026
 KN0026                          STATION RECOVERY (1969)
 KN0026
 KN0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KN0026'RECOVERED IN GOOD CONDITION.
 KN0026
 KN0026                          STATION RECOVERY (2009)
 KN0026
 KN0026'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 KN0026'MARK IS IN FAIRLY HEAVY GREASEWOOD VEGETATION, ON A 200 DEGREE BEARING
 KN0026'0.23 MI FROM THE RR BRIDGE OVER THE PRICE RIVER, ABOUT 100 METERS SSW
 KN0026'OF THE CURRENT RR GRADE, AND NEAR WHAT MAY BE A GLO TARGET STICK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0178 ***********************************************************************
 LO0178  DESIGNATION -  K 160
 LO0178  PID         -  LO0178
 LO0178  STATE/COUNTY-  UT/DUCHESNE
 LO0178  COUNTRY     -  US
 LO0178  USGS QUAD   -  MIRROR LAKE (2017)
 LO0178
 LO0178                         *CURRENT SURVEY CONTROL
 LO0178  ______________________________________________________________________
 LO0178* NAD 83(1986) POSITION- 40 42 44.9    (N) 110 53 06.9    (W)   HD_HELD2
 LO0178* NAVD 88 ORTHO HEIGHT -  3097.846 (meters)    10163.52  (feet) ADJUSTED
 LO0178  ______________________________________________________________________
 LO0178  GEOID HEIGHT    -        -12.797 (meters)                     GEOID18
 LO0178  DYNAMIC HEIGHT  -       3094.449 (meters)    10152.37  (feet) COMP
 LO0178  MODELED GRAVITY -    979,413.0   (mgal)                       NAVD 88
 LO0178
 LO0178  VERT ORDER      -  SECOND    CLASS 0
 LO0178
 LO0178.The horizontal coordinates were established by autonomous hand held GPS
 LO0178.observations and have an estimated accuracy of +/- 10 meters.
 LO0178
 LO0178.The orthometric height was determined by differential leveling and
 LO0178.adjusted by the NATIONAL GEODETIC SURVEY
 LO0178.in June 1991.
 LO0178
 LO0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0178.GEOID18 height accuracy estimate available here.
 LO0178
 LO0178.Click photographs - Photos may exist for this station.
 LO0178
 LO0178.The dynamic height is computed by dividing the NAVD 88
 LO0178.geopotential number by the normal gravity value computed on the
 LO0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0178.degrees latitude (g = 980.6199 gals.).
 LO0178
 LO0178.The modeled gravity was interpolated from observed gravity values.
 LO0178
 LO0178;                    North         East    Units  Estimated Accuracy
 LO0178;SPC UT C     - 2,264,320.      551,947.      MT  (+/- 10 meters HH2 GPS)
 LO0178
 LO0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL0969206845(NAD 83)
 LO0178
 LO0178                          SUPERSEDED SURVEY CONTROL
 LO0178
 LO0178  NGVD 29 (??/??/92) 3096.229  (m)        10158.21   (f) ADJ UNCH    2 0
 LO0178
 LO0178.Superseded values are not recommended for survey control.
 LO0178
 LO0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0178.See file dsdata.pdf to determine how the superseded data were derived.
 LO0178
 LO0178_MARKER: DB = BENCH MARK DISK
 LO0178_SETTING: 66 = SET IN ROCK OUTCROP
 LO0178_STAMPING: K 160 1962
 LO0178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0178+STABILITY: POSITION/ELEVATION WELL
 LO0178
 LO0178  HISTORY     - Date     Condition        Report By
 LO0178  HISTORY     - 1962     MONUMENTED       CGS
 LO0178
 LO0178                          STATION DESCRIPTION
 LO0178
 LO0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0178'33.45 MI NE FROM KAMAS.
 LO0178'33.45 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF
 LO0178'U.S. HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP OF A 4-BY 8-FOOT
 LO0178'OUTCROP WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, 69 FEET SOUTH OF THE
 LO0178'CENTER LINE OF THE HIGHWAY, 7.8 FEET SOUTH OF A WITNESS POST, AND
 LO0178'ABOUT 5 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0333 ***********************************************************************
 LO0333  DESIGNATION -  K 161
 LO0333  PID         -  LO0333
 LO0333  STATE/COUNTY-  UT/SUMMIT
 LO0333  COUNTRY     -  US
 LO0333  USGS QUAD   -  TURNER HOLLOW (2017)
 LO0333
 LO0333                         *CURRENT SURVEY CONTROL
 LO0333  ______________________________________________________________________
 LO0333* NAD 83(1986) POSITION- 40 55 20.2    (N) 111 19 26.4    (W)   HD_HELD2
 LO0333* NAVD 88 ORTHO HEIGHT -  1781.777 (meters)     5845.71  (feet) ADJUSTED
 LO0333  ______________________________________________________________________
 LO0333  GEOID HEIGHT    -        -15.617 (meters)                     GEOID18
 LO0333  DYNAMIC HEIGHT  -       1780.166 (meters)     5840.43  (feet) COMP
 LO0333  MODELED GRAVITY -    979,657.7   (mgal)                       NAVD 88
 LO0333
 LO0333  VERT ORDER      -  SECOND    CLASS 0
 LO0333
 LO0333.The horizontal coordinates were established by autonomous hand held GPS
 LO0333.observations and have an estimated accuracy of +/- 10 meters.
 LO0333
 LO0333.The orthometric height was determined by differential leveling and
 LO0333.adjusted by the NATIONAL GEODETIC SURVEY
 LO0333.in June 1991.
 LO0333
 LO0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0333.GEOID18 height accuracy estimate available here.
 LO0333
 LO0333.Click photographs - Photos may exist for this station.
 LO0333
 LO0333.The dynamic height is computed by dividing the NAVD 88
 LO0333.geopotential number by the normal gravity value computed on the
 LO0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0333.degrees latitude (g = 980.6199 gals.).
 LO0333
 LO0333.The modeled gravity was interpolated from observed gravity values.
 LO0333
 LO0333;                    North         East    Units  Estimated Accuracy
 LO0333;SPC UT N     - 1,065,417.      514,825.      MT  (+/- 10 meters HH2 GPS)
 LO0333
 LO0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL7271930179(NAD 83)
 LO0333
 LO0333                          SUPERSEDED SURVEY CONTROL
 LO0333
 LO0333  NGVD 29 (??/??/92) 1780.483  (m)         5841.47   (f) ADJ UNCH    2 0
 LO0333
 LO0333.Superseded values are not recommended for survey control.
 LO0333
 LO0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0333.See file dsdata.pdf to determine how the superseded data were derived.
 LO0333
 LO0333_MARKER: DB = BENCH MARK DISK
 LO0333_SETTING: 66 = SET IN ROCK OUTCROP
 LO0333_STAMPING: K 161 1962
 LO0333_MARK LOGO: CGS
 LO0333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0333+STABILITY: POSITION/ELEVATION WELL
 LO0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LO0333+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2012
 LO0333
 LO0333  HISTORY     - Date     Condition        Report By
 LO0333  HISTORY     - 1962     MONUMENTED       CGS
 LO0333  HISTORY     - 20120424 GOOD             GEOCAC
 LO0333
 LO0333                          STATION DESCRIPTION
 LO0333
 LO0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0333'4.6 MI E FROM COALVILLE.
 LO0333'4.6 MILES EAST ALONG STATE HIGHWAY 133 FROM THE COURT HOUSE AT
 LO0333'COALVILLE, SET VERTICALLY IN THE NORTH FACE AT THE NORTH-WEST END OF A
 LO0333'LARGE OUTCROP WHICH PROJECTS ABOUT 6 FEET ABOVE THE GROUND, 28 FEET
 LO0333'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3.7 FEET SOUTHWEST OF A
 LO0333'WITNESS POST, ABOUT 5 FEET HIGHER THAN THE HIGHWAY, AND 0.4 FOOT ABOVE
 LO0333'THE GROUND.
 LO0333
 LO0333                          STATION RECOVERY (2012)
 LO0333
 LO0333'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 LO0333'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0200 ***********************************************************************
 LO0200  DESIGNATION -  K 162
 LO0200  PID         -  LO0200
 LO0200  STATE/COUNTY-  UT/SUMMIT
 LO0200  COUNTRY     -  US
 LO0200  USGS QUAD   -  DEADMAN MOUNTAIN (2017)
 LO0200
 LO0200                         *CURRENT SURVEY CONTROL
 LO0200  ______________________________________________________________________
 LO0200* NAD 83(1986) POSITION- 40 55 29.     (N) 110 49 40.     (W)   SCALED
 LO0200* NAVD 88 ORTHO HEIGHT -  2536.439 (meters)     8321.63  (feet) ADJUSTED
 LO0200  ______________________________________________________________________
 LO0200  GEOID HEIGHT    -        -13.389 (meters)                     GEOID18
 LO0200  DYNAMIC HEIGHT  -       2533.865 (meters)     8313.19  (feet) COMP
 LO0200  MODELED GRAVITY -    979,517.4   (mgal)                       NAVD 88
 LO0200
 LO0200  VERT ORDER      -  SECOND    CLASS 0
 LO0200
 LO0200.The horizontal coordinates were scaled from a map and have
 LO0200.an estimated accuracy of +/- 6 seconds.
 LO0200
 LO0200.The orthometric height was determined by differential leveling and
 LO0200.adjusted by the NATIONAL GEODETIC SURVEY
 LO0200.in June 1991.
 LO0200
 LO0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0200.GEOID18 height accuracy estimate available here.
 LO0200
 LO0200.Click photographs - Photos may exist for this station.
 LO0200
 LO0200.The dynamic height is computed by dividing the NAVD 88
 LO0200.geopotential number by the normal gravity value computed on the
 LO0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0200.degrees latitude (g = 980.6199 gals.).
 LO0200
 LO0200.The modeled gravity was interpolated from observed gravity values.
 LO0200
 LO0200;                    North         East    Units  Estimated Accuracy
 LO0200;SPC UT N     - 1,065,890.      556,620.      MT  (+/- 180 meters Scaled)
 LO0200
 LO0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL145304(NAD 83)
 LO0200
 LO0200                          SUPERSEDED SURVEY CONTROL
 LO0200
 LO0200  NGVD 29 (??/??/92) 2534.923  (m)         8316.66   (f) ADJ UNCH    2 0
 LO0200
 LO0200.Superseded values are not recommended for survey control.
 LO0200
 LO0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0200.See file dsdata.pdf to determine how the superseded data were derived.
 LO0200
 LO0200_MARKER: DB = BENCH MARK DISK
 LO0200_SETTING: 80 = SET IN A BOULDER
 LO0200_STAMPING: K 162 1962
 LO0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0200+STABILITY: SURFACE MOTION
 LO0200
 LO0200  HISTORY     - Date     Condition        Report By
 LO0200  HISTORY     - 1962     MONUMENTED       CGS
 LO0200
 LO0200                          STATION DESCRIPTION
 LO0200
 LO0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0200'50.7 MI NE FROM KAMAS.
 LO0200'50.7 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0200'HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP OF A 3-3 1/2-FOOT BOULDER
 LO0200'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, 46 FEET EAST OF THE CENTER
 LO0200'LINE OF THE HIGHWAY, 11.6 FEET SOUTH-SOUTHEAST OF A WITNESS POST, AND
 LO0200'ABOUT 3 1/2 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0589 ***********************************************************************
 HN0589  DESIGNATION -  K 163
 HN0589  PID         -  HN0589
 HN0589  STATE/COUNTY-  UT/GARFIELD
 HN0589  COUNTRY     -  US
 HN0589  USGS QUAD   -  POSY LAKE (2017)
 HN0589
 HN0589                         *CURRENT SURVEY CONTROL
 HN0589  ______________________________________________________________________
 HN0589* NAD 83(1986) POSITION- 37 56 01.     (N) 111 41 35.     (W)   SCALED
 HN0589* NAVD 88 ORTHO HEIGHT -  2614.614 (meters)     8578.11  (feet) ADJUSTED
 HN0589  ______________________________________________________________________
 HN0589  GEOID HEIGHT    -        -18.690 (meters)                     GEOID18
 HN0589  DYNAMIC HEIGHT  -       2611.250 (meters)     8567.08  (feet) COMP
 HN0589  MODELED GRAVITY -    979,247.1   (mgal)                       NAVD 88
 HN0589
 HN0589  VERT ORDER      -  SECOND    CLASS 0
 HN0589
 HN0589.The horizontal coordinates were scaled from a map and have
 HN0589.an estimated accuracy of +/- 6 seconds.
 HN0589
 HN0589.The orthometric height was determined by differential leveling and
 HN0589.adjusted by the NATIONAL GEODETIC SURVEY
 HN0589.in June 1991.
 HN0589
 HN0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0589.GEOID18 height accuracy estimate available here.
 HN0589
 HN0589.Click photographs - Photos may exist for this station.
 HN0589
 HN0589.The dynamic height is computed by dividing the NAVD 88
 HN0589.geopotential number by the normal gravity value computed on the
 HN0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0589.degrees latitude (g = 980.6199 gals.).
 HN0589
 HN0589.The modeled gravity was interpolated from observed gravity values.
 HN0589
 HN0589;                    North         East    Units  Estimated Accuracy
 HN0589;SPC UT S     - 3,140,630.      483,030.      MT  (+/- 180 meters Scaled)
 HN0589
 HN0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG390986(NAD 83)
 HN0589
 HN0589                          SUPERSEDED SURVEY CONTROL
 HN0589
 HN0589  NGVD 29 (??/??/92) 2613.188  (m)         8573.43   (f) ADJ UNCH    2 0
 HN0589
 HN0589.Superseded values are not recommended for survey control.
 HN0589
 HN0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0589.See file dsdata.pdf to determine how the superseded data were derived.
 HN0589
 HN0589_MARKER: DB = BENCH MARK DISK
 HN0589_SETTING: 80 = SET IN A BOULDER
 HN0589_STAMPING: K 163 1962
 HN0589_MARK LOGO: CGS
 HN0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0589+STABILITY: SURFACE MOTION
 HN0589
 HN0589  HISTORY     - Date     Condition        Report By
 HN0589  HISTORY     - 1962     MONUMENTED       CGS
 HN0589  HISTORY     - 1963     GOOD             CGS
 HN0589
 HN0589                          STATION DESCRIPTION
 HN0589
 HN0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0589'15.2 MI N FROM ESCALANTE.
 HN0589'15.2 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 HN0589'ESCALANTE, 0.2 MILE SOUTHEAST OF THE JUNCTION OF THE ENTRANCE ROAD TO
 HN0589'POSY LAKE AND FOREST CAMP, 0.15 MILE NORTHWEST OF A WOODEN BRIDGE OVER
 HN0589'A CREEK, IN THE TOP OF A 3- BY 5-FOOT BOULDER WHICH PROJECTS ABOUT 1
 HN0589'1/2 FEET ABOVE THE GROUND, 44 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 HN0589'THE ROAD, 37 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST END OF A 36-INCH
 HN0589'PIPE CULVERT, 17.0 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 7 FEET
 HN0589'HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0654 ***********************************************************************
 HN0654  DESIGNATION -  K 164
 HN0654  PID         -  HN0654
 HN0654  STATE/COUNTY-  UT/GARFIELD
 HN0654  COUNTRY     -  US
 HN0654  USGS QUAD   -  UPPER VALLEY (2017)
 HN0654
 HN0654                         *CURRENT SURVEY CONTROL
 HN0654  ______________________________________________________________________
 HN0654* NAD 83(1986) POSITION- 37 38 06.     (N) 111 50 41.     (W)   SCALED
 HN0654* NAVD 88 ORTHO HEIGHT -  2265.555 (meters)     7432.91  (feet) ADJUSTED
 HN0654  ______________________________________________________________________
 HN0654  GEOID HEIGHT    -        -20.221 (meters)                     GEOID18
 HN0654  DYNAMIC HEIGHT  -       2262.713 (meters)     7423.58  (feet) COMP
 HN0654  MODELED GRAVITY -    979,293.9   (mgal)                       NAVD 88
 HN0654
 HN0654  VERT ORDER      -  SECOND    CLASS 0
 HN0654
 HN0654.The horizontal coordinates were scaled from a map and have
 HN0654.an estimated accuracy of +/- 6 seconds.
 HN0654
 HN0654.The orthometric height was determined by differential leveling and
 HN0654.adjusted by the NATIONAL GEODETIC SURVEY
 HN0654.in June 1991.
 HN0654
 HN0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0654.GEOID18 height accuracy estimate available here.
 HN0654
 HN0654.Click photographs - Photos may exist for this station.
 HN0654
 HN0654.The dynamic height is computed by dividing the NAVD 88
 HN0654.geopotential number by the normal gravity value computed on the
 HN0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0654.degrees latitude (g = 980.6199 gals.).
 HN0654
 HN0654.The modeled gravity was interpolated from observed gravity values.
 HN0654
 HN0654;                    North         East    Units  Estimated Accuracy
 HN0654;SPC UT S     - 3,107,530.      469,570.      MT  (+/- 180 meters Scaled)
 HN0654
 HN0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG254656(NAD 83)
 HN0654
 HN0654                          SUPERSEDED SURVEY CONTROL
 HN0654
 HN0654  NGVD 29 (??/??/92) 2264.178  (m)         7428.39   (f) ADJ UNCH    2 0
 HN0654
 HN0654.Superseded values are not recommended for survey control.
 HN0654
 HN0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0654.See file dsdata.pdf to determine how the superseded data were derived.
 HN0654
 HN0654_MARKER: DB = BENCH MARK DISK
 HN0654_SETTING: 66 = SET IN ROCK OUTCROP
 HN0654_STAMPING: K 164 1963
 HN0654_MARK LOGO: CGS
 HN0654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0654+STABILITY: POSITION/ELEVATION WELL
 HN0654
 HN0654  HISTORY     - Date     Condition        Report By
 HN0654  HISTORY     - 1963     MONUMENTED       CGS
 HN0654
 HN0654                          STATION DESCRIPTION
 HN0654
 HN0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0654'18.95 MI SW FROM ESCALANTE.
 HN0654'18.95 MILES SOUTHWEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD
 HN0654'CHURCH AT ESCALANTE, ON THE SOUTH SLOPE OF A SMALL HILL, IN THE TOP OF
 HN0654'A LEDGE OF A SANDSTONE OUTCROP, 42 FEET WEST OF THE CENTER LINE OF THE
 HN0654'HIGHWAY, 100 FEET NORTH OF THE NORTH END OF A DEEP CUT, 6.0 FEET SOUTH
 HN0654'OF A WITNESS POST, AND ABOUT 8 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0067 ***********************************************************************
 HO0067  DESIGNATION -  K 165
 HO0067  PID         -  HO0067
 HO0067  STATE/COUNTY-  UT/GARFIELD
 HO0067  COUNTRY     -  US
 HO0067  USGS QUAD   -  TROPIC CANYON (2017)
 HO0067
 HO0067                         *CURRENT SURVEY CONTROL
 HO0067  ______________________________________________________________________
 HO0067* NAD 83(1986) POSITION- 37 39 10.1    (N) 112 04 59.5    (W)   HD_HELD2
 HO0067* NAVD 88 ORTHO HEIGHT -  1974.340 (meters)     6477.48  (feet) ADJUSTED
 HO0067  ______________________________________________________________________
 HO0067  GEOID HEIGHT    -        -20.163 (meters)                     GEOID18
 HO0067  DYNAMIC HEIGHT  -       1971.941 (meters)     6469.61  (feet) COMP
 HO0067  MODELED GRAVITY -    979,344.5   (mgal)                       NAVD 88
 HO0067
 HO0067  VERT ORDER      -  SECOND    CLASS 0
 HO0067
 HO0067.The horizontal coordinates were established by autonomous hand held GPS
 HO0067.observations and have an estimated accuracy of +/- 10 meters.
 HO0067
 HO0067.The orthometric height was determined by differential leveling and
 HO0067.adjusted by the NATIONAL GEODETIC SURVEY
 HO0067.in June 1991.
 HO0067
 HO0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0067.GEOID18 height accuracy estimate available here.
 HO0067
 HO0067.Click photographs - Photos may exist for this station.
 HO0067
 HO0067.The dynamic height is computed by dividing the NAVD 88
 HO0067.geopotential number by the normal gravity value computed on the
 HO0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0067.degrees latitude (g = 980.6199 gals.).
 HO0067
 HO0067.The modeled gravity was interpolated from observed gravity values.
 HO0067
 HO0067;                    North         East    Units  Estimated Accuracy
 HO0067;SPC UT S     - 3,109,605.      448,539.      MT  (+/- 10 meters HH2 GPS)
 HO0067
 HO0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0445067845(NAD 83)
 HO0067
 HO0067                          SUPERSEDED SURVEY CONTROL
 HO0067
 HO0067  NGVD 29 (??/??/92) 1972.996  (m)         6473.07   (f) ADJ UNCH    2 0
 HO0067
 HO0067.Superseded values are not recommended for survey control.
 HO0067
 HO0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0067.See file dsdata.pdf to determine how the superseded data were derived.
 HO0067
 HO0067_MARKER: DB = BENCH MARK DISK
 HO0067_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0067_SP_SET: CULVERT
 HO0067_STAMPING: K 165 1963
 HO0067_MARK LOGO: CGS
 HO0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0067+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2017
 HO0067
 HO0067  HISTORY     - Date     Condition        Report By
 HO0067  HISTORY     - 1963     MONUMENTED       CGS
 HO0067  HISTORY     - 20080910 GOOD             INDIV
 HO0067  HISTORY     - 20170628 GOOD             USPSQD
 HO0067
 HO0067                          STATION DESCRIPTION
 HO0067
 HO0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0067'2.05 MI N FROM TROPIC.
 HO0067'2.05 MILES NORTH ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT TROPIC,
 HO0067'IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL OF
 HO0067'A 10-FOOT PIPE CULVERT, 19 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HO0067'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 HO0067
 HO0067                          STATION RECOVERY (2008)
 HO0067
 HO0067'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (RCW)
 HO0067'RECOVERED IN GOOD CONDITION.
 HO0067
 HO0067                          STATION RECOVERY (2017)
 HO0067
 HO0067'RECOVERY NOTE BY US POWER SQUADRON 2017 (GDS)
 HO0067'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0594 ***********************************************************************
 HN0594  DESIGNATION -  K 166
 HN0594  PID         -  HN0594
 HN0594  STATE/COUNTY-  UT/GARFIELD
 HN0594  COUNTRY     -  US
 HN0594  USGS QUAD   -  POSY LAKE (2017)
 HN0594
 HN0594                         *CURRENT SURVEY CONTROL
 HN0594  ______________________________________________________________________
 HN0594* NAD 83(1986) POSITION- 37 58 25.     (N) 111 43 28.     (W)   SCALED
 HN0594* NAVD 88 ORTHO HEIGHT -  3008.909 (meters)     9871.73  (feet) ADJUSTED
 HN0594  ______________________________________________________________________
 HN0594  GEOID HEIGHT    -        -18.403 (meters)                     GEOID18
 HN0594  DYNAMIC HEIGHT  -       3004.833 (meters)     9858.36  (feet) COMP
 HN0594  MODELED GRAVITY -    979,164.1   (mgal)                       NAVD 88
 HN0594
 HN0594  VERT ORDER      -  SECOND    CLASS 0
 HN0594
 HN0594.The horizontal coordinates were scaled from a map and have
 HN0594.an estimated accuracy of +/- 6 seconds.
 HN0594
 HN0594.The orthometric height was determined by differential leveling and
 HN0594.adjusted by the NATIONAL GEODETIC SURVEY
 HN0594.in June 1991.
 HN0594
 HN0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0594.GEOID18 height accuracy estimate available here.
 HN0594
 HN0594.Click photographs - Photos may exist for this station.
 HN0594
 HN0594.The dynamic height is computed by dividing the NAVD 88
 HN0594.geopotential number by the normal gravity value computed on the
 HN0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0594.degrees latitude (g = 980.6199 gals.).
 HN0594
 HN0594.The modeled gravity was interpolated from observed gravity values.
 HN0594
 HN0594;                    North         East    Units  Estimated Accuracy
 HN0594;SPC UT S     - 3,145,070.      480,280.      MT  (+/- 180 meters Scaled)
 HN0594
 HN0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH363031(NAD 83)
 HN0594
 HN0594                          SUPERSEDED SURVEY CONTROL
 HN0594
 HN0594  NGVD 29 (??/??/92) 3007.336  (m)         9866.57   (f) ADJ UNCH    2 0
 HN0594
 HN0594.Superseded values are not recommended for survey control.
 HN0594
 HN0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0594.See file dsdata.pdf to determine how the superseded data were derived.
 HN0594
 HN0594_MARKER: DB = BENCH MARK DISK
 HN0594_SETTING: 80 = SET IN A BOULDER
 HN0594_STAMPING: K 166 1963
 HN0594_MARK LOGO: CGS
 HN0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0594+STABILITY: SURFACE MOTION
 HN0594
 HN0594  HISTORY     - Date     Condition        Report By
 HN0594  HISTORY     - 1963     MONUMENTED       CGS
 HN0594
 HN0594                          STATION DESCRIPTION
 HN0594
 HN0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0594'18.95 MI N FROM ESCALANTE.
 HN0594'18.95 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 HN0594'ESCALANTE, AT THE NORTHWEST EDGE OF A LARGE MEADOW, IN THE TOP OF A 4-
 HN0594'BY 6-FOOT BOULDER WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 46
 HN0594'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 4.0 FEET EAST OF A
 HN0594'WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0006 ***********************************************************************
 HO0006  DESIGNATION -  K 167
 HO0006  PID         -  HO0006
 HO0006  STATE/COUNTY-  UT/GARFIELD
 HO0006  COUNTRY     -  US
 HO0006  USGS QUAD   -  FLAKE MOUNTAIN EAST (2017)
 HO0006
 HO0006                         *CURRENT SURVEY CONTROL
 HO0006  ______________________________________________________________________
 HO0006* NAD 83(1986) POSITION- 37 47 28.     (N) 112 01 15.     (W)   SCALED
 HO0006* NAVD 88 ORTHO HEIGHT -  2294.706 (meters)     7528.55  (feet) ADJUSTED
 HO0006  ______________________________________________________________________
 HO0006  GEOID HEIGHT    -        -19.511 (meters)                     GEOID18
 HO0006  DYNAMIC HEIGHT  -       2291.835 (meters)     7519.13  (feet) COMP
 HO0006  MODELED GRAVITY -    979,295.7   (mgal)                       NAVD 88
 HO0006
 HO0006  VERT ORDER      -  SECOND    CLASS 0
 HO0006
 HO0006.The horizontal coordinates were scaled from a map and have
 HO0006.an estimated accuracy of +/- 6 seconds.
 HO0006
 HO0006.The orthometric height was determined by differential leveling and
 HO0006.adjusted by the NATIONAL GEODETIC SURVEY
 HO0006.in June 1991.
 HO0006
 HO0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0006.GEOID18 height accuracy estimate available here.
 HO0006
 HO0006.Click photographs - Photos may exist for this station.
 HO0006
 HO0006.The dynamic height is computed by dividing the NAVD 88
 HO0006.geopotential number by the normal gravity value computed on the
 HO0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0006.degrees latitude (g = 980.6199 gals.).
 HO0006
 HO0006.The modeled gravity was interpolated from observed gravity values.
 HO0006
 HO0006;                    North         East    Units  Estimated Accuracy
 HO0006;SPC UT S     - 3,124,920.      454,130.      MT  (+/- 180 meters Scaled)
 HO0006
 HO0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG101831(NAD 83)
 HO0006
 HO0006                          SUPERSEDED SURVEY CONTROL
 HO0006
 HO0006  NGVD 29 (??/??/92) 2293.318  (m)         7523.99   (f) ADJ UNCH    2 0
 HO0006
 HO0006.Superseded values are not recommended for survey control.
 HO0006
 HO0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0006.See file dsdata.pdf to determine how the superseded data were derived.
 HO0006
 HO0006_MARKER: DB = BENCH MARK DISK
 HO0006_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0006_SP_SET: CULVERT
 HO0006_STAMPING: K 167 1963
 HO0006_MARK LOGO: CGS
 HO0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0006+STABILITY: SURFACE MOTION
 HO0006
 HO0006  HISTORY     - Date     Condition        Report By
 HO0006  HISTORY     - 1963     MONUMENTED       CGS
 HO0006  HISTORY     - 19940615 MARK NOT FOUND   LOCENG
 HO0006
 HO0006                          STATION DESCRIPTION
 HO0006
 HO0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0006'30.6 MI NW FROM ESCALANTE.
 HO0006'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HO0006'AT ESCALANTE, THENCE 22.5 MILES NORTHWEST ALONG A DIRT ROAD, THENCE
 HO0006'3.25 MILES SOUTH ALONG STATE HIGHWAY 22, 0.35 MILE SOUTH OF THE
 HO0006'INTERSECTION OF A GRAVELED ROAD EAST AND A DIRT ROAD WEST, IN THE TOP
 HO0006'OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A 24-INCH PIPE
 HO0006'CULVERT, 12 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2
 HO0006'FOOT HIGHER THAN THE HIGHWAY.
 HO0006
 HO0006                          STATION RECOVERY (1994)
 HO0006
 HO0006'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994
 HO0006'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA9958 ***********************************************************************
 AA9958  DESIGNATION -  K 167 RESET
 AA9958  PID         -  AA9958
 AA9958  STATE/COUNTY-  UT/GARFIELD
 AA9958  COUNTRY     -  US
 AA9958  USGS QUAD   -  FLAKE MOUNTAIN EAST (2017)
 AA9958
 AA9958                         *CURRENT SURVEY CONTROL
 AA9958  ______________________________________________________________________
 AA9958* NAD 83(1986) POSITION- 37 47 28.     (N) 112 01 15.     (W)   SCALED
 AA9958* NAVD 88 ORTHO HEIGHT -  2294.64  (meters)     7528.3   (feet) RESET
 AA9958  ______________________________________________________________________
 AA9958  GEOID HEIGHT    -        -19.511 (meters)                     GEOID18
 AA9958  VERT ORDER      -  THIRD
 AA9958
 AA9958.The horizontal coordinates were scaled from a map and have
 AA9958.an estimated accuracy of +/- 6 seconds.
 AA9958
 AA9958.The orthometric height was computed from unverified reset data.
 AA9958
 AA9958.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9958.GEOID18 height accuracy estimate available here.
 AA9958
 AA9958.Click photographs - Photos may exist for this station.
 AA9958
 AA9958;                    North         East    Units  Estimated Accuracy
 AA9958;SPC UT S     - 3,124,920.      454,130.      MT  (+/- 180 meters Scaled)
 AA9958
 AA9958_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG101831(NAD 83)
 AA9958
 AA9958                          SUPERSEDED SURVEY CONTROL
 AA9958
 AA9958.No superseded survey control is available for this station.
 AA9958
 AA9958_MARKER: DV = VERTICAL CONTROL DISK
 AA9958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9958_STAMPING: K 167 RESET 1994
 AA9958_MARK LOGO: NGS
 AA9958_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA9958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9958+STABILITY: SURFACE MOTION
 AA9958
 AA9958  HISTORY     - Date     Condition        Report By
 AA9958  HISTORY     - 1994     MONUMENTED       LOCENG
 AA9958
 AA9958                          STATION DESCRIPTION
 AA9958
 AA9958'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (DR)
 AA9958'30.6 MILES (49.2 KM) NORTHWEST FROM ESCALANTE, 4.85 MILES (7.81 KM)
 AA9958'WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTHWARD CHURCH IN
 AA9958'ESCALANTE, 22.5 MILES (36.2 KM) NORTHWEST ALONG A DIRT ROAD, THENCE
 AA9958'3.25 MILES (5.23 KM) SOUTH ALONG STATE HIGHWAY 22 0.35 MILES (0.56 KM)
 AA9958'SOUTH OF THE INTERSECTION OF A GRAVELED ROAD EAST AND DIRT ROAD WEST,
 AA9958'55.0 FEET (16.8 M) FROM CENTERLINE OF ROAD, WITHIN 10 FEET (3.0 M) OF
 AA9958'ORIGINAL STATION, A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0347 ***********************************************************************
 HN0347  DESIGNATION -  K 168
 HN0347  PID         -  HN0347
 HN0347  STATE/COUNTY-  UT/GARFIELD
 HN0347  COUNTRY     -  US
 HN0347  USGS QUAD   -  TENMILE FLAT (2017)
 HN0347
 HN0347                         *CURRENT SURVEY CONTROL
 HN0347  ______________________________________________________________________
 HN0347* NAD 83(1986) POSITION- 37 41 21.     (N) 111 29 43.     (W)   SCALED
 HN0347* NAVD 88 ORTHO HEIGHT -  1653.991 (meters)     5426.47  (feet) ADJUSTED
 HN0347  ______________________________________________________________________
 HN0347  GEOID HEIGHT    -        -20.616 (meters)                     GEOID18
 HN0347  DYNAMIC HEIGHT  -       1652.117 (meters)     5420.32  (feet) COMP
 HN0347  MODELED GRAVITY -    979,438.3   (mgal)                       NAVD 88
 HN0347
 HN0347  VERT ORDER      -  SECOND    CLASS 0
 HN0347
 HN0347.The horizontal coordinates were scaled from a map and have
 HN0347.an estimated accuracy of +/- 6 seconds.
 HN0347
 HN0347.The orthometric height was determined by differential leveling and
 HN0347.adjusted by the NATIONAL GEODETIC SURVEY
 HN0347.in June 1991.
 HN0347
 HN0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0347.GEOID18 height accuracy estimate available here.
 HN0347
 HN0347.Click photographs - Photos may exist for this station.
 HN0347
 HN0347.The dynamic height is computed by dividing the NAVD 88
 HN0347.geopotential number by the normal gravity value computed on the
 HN0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0347.degrees latitude (g = 980.6199 gals.).
 HN0347
 HN0347.The modeled gravity was interpolated from observed gravity values.
 HN0347
 HN0347;                    North         East    Units  Estimated Accuracy
 HN0347;SPC UT S     - 3,113,480.      500,420.      MT  (+/- 180 meters Scaled)
 HN0347
 HN0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG563714(NAD 83)
 HN0347
 HN0347                          SUPERSEDED SURVEY CONTROL
 HN0347
 HN0347  NGVD 29 (??/??/92) 1652.856  (m)         5422.75   (f) ADJ UNCH    2 0
 HN0347
 HN0347.Superseded values are not recommended for survey control.
 HN0347
 HN0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0347.See file dsdata.pdf to determine how the superseded data were derived.
 HN0347
 HN0347_MARKER: DB = BENCH MARK DISK
 HN0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0347_STAMPING: K 168 1963
 HN0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0347+STABILITY: SURFACE MOTION
 HN0347
 HN0347  HISTORY     - Date     Condition        Report By
 HN0347  HISTORY     - 1963     MONUMENTED       CGS
 HN0347
 HN0347                          STATION DESCRIPTION
 HN0347
 HN0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0347'8.05 MI SE FROM ESCALANTE.
 HN0347'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0347'AT ESCALANTE, THENCE 3.05 MILES SOUTHEAST ALONG A DIRT ROAD, 0.4 MILE
 HN0347'NORTHWEST OF THE NORTHWEST EDGE OF THE CROSSING OF TEN MILE WASH,
 HN0347'ABOUT 85 YARDS SOUTHEAST OF AN 18-INCH PIPE CULVERT, 39 FEET SOUTHWEST
 HN0347'OF THE CENTER LINE OF THE ROAD, ABOUT 30 FEET EAST OF THE EAST BANK OF
 HN0347'A DRY WASH, 2.3 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 HN0347'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 HN0347'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0507 ***********************************************************************
 HN0507  DESIGNATION -  K 169
 HN0507  PID         -  HN0507
 HN0507  STATE/COUNTY-  UT/KANE
 HN0507  COUNTRY     -  US
 HN0507  USGS QUAD   -  SOONER BENCH (2017)
 HN0507
 HN0507                         *CURRENT SURVEY CONTROL
 HN0507  ______________________________________________________________________
 HN0507* NAD 83(1986) POSITION- 37 19 22.     (N) 111 02 45.     (W)   SCALED
 HN0507* NAVD 88 ORTHO HEIGHT -  1318.753 (meters)     4326.61  (feet) ADJUSTED
 HN0507  ______________________________________________________________________
 HN0507  GEOID HEIGHT    -        -22.579 (meters)                     GEOID18
 HN0507  DYNAMIC HEIGHT  -       1317.209 (meters)     4321.54  (feet) COMP
 HN0507  MODELED GRAVITY -    979,415.9   (mgal)                       NAVD 88
 HN0507
 HN0507  VERT ORDER      -  SECOND    CLASS 0
 HN0507
 HN0507.The horizontal coordinates were scaled from a map and have
 HN0507.an estimated accuracy of +/- 6 seconds.
 HN0507
 HN0507.The orthometric height was determined by differential leveling and
 HN0507.adjusted by the NATIONAL GEODETIC SURVEY
 HN0507.in June 1991.
 HN0507
 HN0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0507.GEOID18 height accuracy estimate available here.
 HN0507
 HN0507.Click photographs - Photos may exist for this station.
 HN0507
 HN0507.The dynamic height is computed by dividing the NAVD 88
 HN0507.geopotential number by the normal gravity value computed on the
 HN0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0507.degrees latitude (g = 980.6199 gals.).
 HN0507
 HN0507.The modeled gravity was interpolated from observed gravity values.
 HN0507
 HN0507;                    North         East    Units  Estimated Accuracy
 HN0507;SPC UT S     - 3,072,920.      540,250.      MT  (+/- 180 meters Scaled)
 HN0507
 HN0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG959306(NAD 83)
 HN0507
 HN0507                          SUPERSEDED SURVEY CONTROL
 HN0507
 HN0507  NGVD 29 (??/??/92) 1317.687  (m)         4323.11   (f) ADJ UNCH    2 0
 HN0507
 HN0507.Superseded values are not recommended for survey control.
 HN0507
 HN0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0507.See file dsdata.pdf to determine how the superseded data were derived.
 HN0507
 HN0507_MARKER: DB = BENCH MARK DISK
 HN0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0507_STAMPING: K 169 1963
 HN0507_MARK LOGO: CGS
 HN0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0507+STABILITY: SURFACE MOTION
 HN0507
 HN0507  HISTORY     - Date     Condition        Report By
 HN0507  HISTORY     - 1963     MONUMENTED       CGS
 HN0507
 HN0507                          STATION DESCRIPTION
 HN0507
 HN0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0507'46.05 MI SE FROM ESCALANTE.
 HN0507'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0507'AT ESCALANTE, THENCE 41.05 MILES SOUTHEAST ALONG A DIRT ROAD, 0.05
 HN0507'MILE NORTHWEST OF THE JUNCTION OF A TRACK ROAD NORTHEAST, 25 FEET
 HN0507'NORTHEAST OF THE CENTER LINE OF THE ROAD, 3.2 FEET SOUTHWEST OF A
 HN0507'WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 HN0507'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0459 ***********************************************************************
 LO0459  DESIGNATION -  K 17
 LO0459  PID         -  LO0459
 LO0459  STATE/COUNTY-  UT/UTAH
 LO0459  COUNTRY     -  US
 LO0459  USGS QUAD   -  SPANISH FORK PEAK (2017)
 LO0459
 LO0459                         *CURRENT SURVEY CONTROL
 LO0459  ______________________________________________________________________
 LO0459* NAD 83(1986) POSITION- 40 05 06.     (N) 111 35 23.     (W)   SCALED
 LO0459* NAVD 88 ORTHO HEIGHT -  1463.221 (meters)     4800.58  (feet) ADJUSTED
 LO0459  ______________________________________________________________________
 LO0459  GEOID HEIGHT    -        -16.973 (meters)                     GEOID18
 LO0459  DYNAMIC HEIGHT  -       1461.904 (meters)     4796.26  (feet) COMP
 LO0459  MODELED GRAVITY -    979,675.4   (mgal)                       NAVD 88
 LO0459
 LO0459  VERT ORDER      -  FIRST     CLASS II
 LO0459
 LO0459.The horizontal coordinates were scaled from a map and have
 LO0459.an estimated accuracy of +/- 6 seconds.
 LO0459
 LO0459.The orthometric height was determined by differential leveling and
 LO0459.adjusted by the NATIONAL GEODETIC SURVEY
 LO0459.in June 1991.
 LO0459
 LO0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0459.GEOID18 height accuracy estimate available here.
 LO0459
 LO0459.Click photographs - Photos may exist for this station.
 LO0459
 LO0459.The dynamic height is computed by dividing the NAVD 88
 LO0459.geopotential number by the normal gravity value computed on the
 LO0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0459.degrees latitude (g = 980.6199 gals.).
 LO0459
 LO0459.The modeled gravity was interpolated from observed gravity values.
 LO0459
 LO0459;                    North         East    Units  Estimated Accuracy
 LO0459;SPC UT C     - 2,194,470.      492,350.      MT  (+/- 180 meters Scaled)
 LO0459
 LO0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK497373(NAD 83)
 LO0459
 LO0459                          SUPERSEDED SURVEY CONTROL
 LO0459
 LO0459  NGVD 29 (??/??/92) 1462.185  (m)         4797.19   (f) ADJ UNCH    1 2
 LO0459
 LO0459.Superseded values are not recommended for survey control.
 LO0459
 LO0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0459.See file dsdata.pdf to determine how the superseded data were derived.
 LO0459
 LO0459_MARKER: DB = BENCH MARK DISK
 LO0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0459_STAMPING: 4797.185 K 17 1927
 LO0459_MARK LOGO: CGS
 LO0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0459+STABILITY: SURFACE MOTION
 LO0459
 LO0459  HISTORY     - Date     Condition        Report By
 LO0459  HISTORY     - 1927     MONUMENTED       CGS
 LO0459  HISTORY     - 1934     GOOD             CGS
 LO0459  HISTORY     - 19900410 MARK NOT FOUND   USGS
 LO0459
 LO0459                          STATION DESCRIPTION
 LO0459
 LO0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0459'6.5 MI S FROM SPRINGVILLE.
 LO0459'6.5 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 LO0459'SPRINGVILLE, UTAH COUNTY, 0.4 MILE SOUTH OF MILEPOST 690, ABOUT 200
 LO0459'YARDS NORTH OF A FORK IN THE TRACK, BETWEEN TWO CUTS, 20 YARDS NORTH
 LO0459'OF THE NORTH END OF ONE CUT, AND 30 FEET EAST OF THE EAST TRACK.  A
 LO0459'STANDARD DISK, STAMPED 4797.185 K 17 1927 AND SET IN THE TOP OF A
 LO0459'CONCRETE POST.
 LO0459
 LO0459                          STATION RECOVERY (1990)
 LO0459
 LO0459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SDC)
 LO0459'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0473 ***********************************************************************
 MR0473  DESIGNATION -  K 170
 MR0473  PID         -  MR0473
 MR0473  STATE/COUNTY-  UT/CACHE
 MR0473  COUNTRY     -  US
 MR0473  USGS QUAD   -  TRENTON (2017)
 MR0473
 MR0473                         *CURRENT SURVEY CONTROL
 MR0473  ______________________________________________________________________
 MR0473* NAD 83(1986) POSITION- 41 59 32.     (N) 111 57 15.     (W)   SCALED
 MR0473* NAVD 88 ORTHO HEIGHT -  1375.757 (meters)     4513.63  (feet) ADJUSTED
 MR0473  ______________________________________________________________________
 MR0473  GEOID HEIGHT    -        -14.841 (meters)                     GEOID18
 MR0473  DYNAMIC HEIGHT  -       1374.800 (meters)     4510.49  (feet) COMP
 MR0473  MODELED GRAVITY -    979,879.7   (mgal)                       NAVD 88
 MR0473
 MR0473  VERT ORDER      -  FIRST     CLASS I
 MR0473
 MR0473.The horizontal coordinates were scaled from a map and have
 MR0473.an estimated accuracy of +/- 6 seconds.
 MR0473
 MR0473.The orthometric height was determined by differential leveling and
 MR0473.adjusted by the NATIONAL GEODETIC SURVEY
 MR0473.in June 1991.
 MR0473
 MR0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0473.GEOID18 height accuracy estimate available here.
 MR0473
 MR0473.Click photographs - Photos may exist for this station.
 MR0473
 MR0473.The dynamic height is computed by dividing the NAVD 88
 MR0473.geopotential number by the normal gravity value computed on the
 MR0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0473.degrees latitude (g = 980.6199 gals.).
 MR0473
 MR0473.The modeled gravity was interpolated from observed gravity values.
 MR0473
 MR0473;                    North         East    Units  Estimated Accuracy
 MR0473;SPC UT N     - 1,184,330.      462,370.      MT  (+/- 180 meters Scaled)
 MR0473
 MR0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM209493(NAD 83)
 MR0473
 MR0473                          SUPERSEDED SURVEY CONTROL
 MR0473
 MR0473  NGVD 29 (??/??/92) 1374.701  (m)         4510.16   (f) ADJ UNCH    1 1
 MR0473
 MR0473.Superseded values are not recommended for survey control.
 MR0473
 MR0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0473.See file dsdata.pdf to determine how the superseded data were derived.
 MR0473
 MR0473_MARKER: DB = BENCH MARK DISK
 MR0473_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0473_SP_SET: ABUTMENT
 MR0473_STAMPING: K 170 1967
 MR0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0473
 MR0473  HISTORY     - Date     Condition        Report By
 MR0473  HISTORY     - 1967     MONUMENTED       CGS
 MR0473
 MR0473                          STATION DESCRIPTION
 MR0473
 MR0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0473'5.0 MI N FROM TRENTON.
 MR0473'5.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 MR0473'STATE HIGHWAY 170 AT TRENTON, ABOUT 3/4 POLES NORTH OF MILE POLE
 MR0473'61.75, IN THE TOP AND 0.9 FOOT EAST OF THE WEST END OF THE SOUTH
 MR0473'CONCRETE ABUTMENT OF A RAILROAD BRIDGE, 5.7 FEET WEST OF THE WEST
 MR0473'RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0162 ***********************************************************************
 MS0162  DESIGNATION -  K 171
 MS0162  PID         -  MS0162
 MS0162  STATE/COUNTY-  UT/BOX ELDER
 MS0162  COUNTRY     -  US
 MS0162  USGS QUAD   -  WILLARD (2017)
 MS0162
 MS0162                         *CURRENT SURVEY CONTROL
 MS0162  ______________________________________________________________________
 MS0162* NAD 83(1986) POSITION- 41 29 52.0    (N) 112 00 56.9    (W)   HD_HELD2
 MS0162* NAVD 88 ORTHO HEIGHT -  1348.768 (meters)     4425.08  (feet) ADJUSTED
 MS0162  ______________________________________________________________________
 MS0162  GEOID HEIGHT    -        -16.022 (meters)                     GEOID18
 MS0162  DYNAMIC HEIGHT  -       1347.794 (meters)     4421.89  (feet) COMP
 MS0162  MODELED GRAVITY -    979,855.0   (mgal)                       NAVD 88
 MS0162
 MS0162  VERT ORDER      -  FIRST     CLASS I
 MS0162
 MS0162.The horizontal coordinates were established by autonomous hand held GPS
 MS0162.observations and have an estimated accuracy of +/- 10 meters.
 MS0162
 MS0162.The orthometric height was determined by differential leveling and
 MS0162.adjusted by the NATIONAL GEODETIC SURVEY
 MS0162.in June 1991.
 MS0162
 MS0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0162.GEOID18 height accuracy estimate available here.
 MS0162
 MS0162.Click photographs - Photos may exist for this station.
 MS0162
 MS0162.The dynamic height is computed by dividing the NAVD 88
 MS0162.geopotential number by the normal gravity value computed on the
 MS0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0162.degrees latitude (g = 980.6199 gals.).
 MS0162
 MS0162.The modeled gravity was interpolated from observed gravity values.
 MS0162
 MS0162;                    North         East    Units  Estimated Accuracy
 MS0162;SPC UT N     - 1,129,441.      456,932.      MT  (+/- 10 meters HH2 GPS)
 MS0162
 MS0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1521494515(NAD 83)
 MS0162
 MS0162                          SUPERSEDED SURVEY CONTROL
 MS0162
 MS0162  NGVD 29 (??/??/92) 1347.766  (m)         4421.80   (f) ADJ UNCH    1 1
 MS0162
 MS0162.Superseded values are not recommended for survey control.
 MS0162
 MS0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0162.See file dsdata.pdf to determine how the superseded data were derived.
 MS0162
 MS0162_MARKER: DB = BENCH MARK DISK
 MS0162_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0162_SP_SET: RETAINING WALL
 MS0162_STAMPING: K 171 1967
 MS0162_MARK LOGO: CGS
 MS0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0162+STABILITY: SURFACE MOTION
 MS0162
 MS0162  HISTORY     - Date     Condition        Report By
 MS0162  HISTORY     - 1967     MONUMENTED       CGS
 MS0162
 MS0162                          STATION DESCRIPTION
 MS0162
 MS0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0162'IN BRIGHAM CITY.
 MS0162'AT BRIGHAM CITY, 0.9 MILE SOUTH ALONG MAIN STREET (U.S. HIGHWAYS 89,
 MS0162'91 AND 30S) FROM THE COURTHOUSE, 0.05 MILE SOUTH OF THE JUNCTION OF
 MS0162'6TH SOUTH STREET, AT THE CHRYSLER-PLYMOUTH NEW CAR AGENCY, IN THE TOP
 MS0162'AND 0.4 FOOT SOUTH OF THE NORTH END OF A CONCRETE RETAINING WALL ALONG
 MS0162'THE WEST SIDE OF A SHELTERED SHOW AREA, 28.0 FEET EAST OF THE EAST
 MS0162'CURB OF THE STREET, 42 FEET WEST OF THE NORTHWEST CORNER OF A
 MS0162'BUILDING, 9 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY TO THE GARAGE,
 MS0162'AND ABOUT 1 FOOT HIGHER THAN THE STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0133 ***********************************************************************
 MS0133  DESIGNATION -  K 172
 MS0133  PID         -  MS0133
 MS0133  STATE/COUNTY-  UT/WEBER
 MS0133  COUNTRY     -  US
 MS0133  USGS QUAD   -  ROY (2017)
 MS0133
 MS0133                         *CURRENT SURVEY CONTROL
 MS0133  ______________________________________________________________________
 MS0133* NAD 83(1986) POSITION- 41 10 30.     (N) 112 00 34.     (W)   SCALED
 MS0133* NAVD 88 ORTHO HEIGHT -  1340.215 (meters)     4397.02  (feet) ADJUSTED
 MS0133  ______________________________________________________________________
 MS0133  GEOID HEIGHT    -        -16.884 (meters)                     GEOID18
 MS0133  DYNAMIC HEIGHT  -       1339.184 (meters)     4393.64  (feet) COMP
 MS0133  MODELED GRAVITY -    979,808.8   (mgal)                       NAVD 88
 MS0133  OBS GRAVITY     -    979,808.9   (mgal)                       GRAV_OBS
 MS0133
 MS0133  VERT ORDER      -  FIRST     CLASS I
 MS0133
 MS0133.The horizontal coordinates were scaled from a map and have
 MS0133.an estimated accuracy of +/- 6 seconds.
 MS0133
 MS0133.The orthometric height was determined by differential leveling and
 MS0133.adjusted by the NATIONAL GEODETIC SURVEY
 MS0133.in June 1991.
 MS0133
 MS0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0133.GEOID18 height accuracy estimate available here.
 MS0133
 MS0133.Click photographs - Photos may exist for this station.
 MS0133
 MS0133.The dynamic height is computed by dividing the NAVD 88
 MS0133.geopotential number by the normal gravity value computed on the
 MS0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0133.degrees latitude (g = 980.6199 gals.).
 MS0133
 MS0133.The modeled gravity was interpolated from observed gravity values.
 MS0133
 MS0133.The observed gravity was obtained from relative gravimeter ties
 MS0133.to the IGSN71 gravity network.
 MS0133
 MS0133;                    North         East    Units  Estimated Accuracy
 MS0133;SPC UT N     - 1,093,590.      457,250.      MT  (+/- 180 meters Scaled)
 MS0133
 MS0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL153586(NAD 83)
 MS0133
 MS0133                          SUPERSEDED SURVEY CONTROL
 MS0133
 MS0133  NGVD 29 (??/??/92) 1339.217  (m)         4393.75   (f) ADJ UNCH    1 1
 MS0133
 MS0133.Superseded values are not recommended for survey control.
 MS0133
 MS0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0133.See file dsdata.pdf to determine how the superseded data were derived.
 MS0133
 MS0133_MARKER: DB = BENCH MARK DISK
 MS0133_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MS0133_SP_SET: CURB
 MS0133_STAMPING: K 172 1967
 MS0133_MARK LOGO: CGS
 MS0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0133
 MS0133  HISTORY     - Date     Condition        Report By
 MS0133  HISTORY     - 1967     MONUMENTED       CGS
 MS0133  HISTORY     - 1983     GOOD             NGS
 MS0133
 MS0133                          STATION DESCRIPTION
 MS0133
 MS0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0133'1.4 MI NE FROM ROY.
 MS0133'1.4 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF 5600
 MS0133'SOUTH STREET AT ROY, 0.1 MILE SOUTHWEST OF THE JUNCTION OF 1150 WEST
 MS0133'STREET, IN THE TOP AND 0.9 FOOT SOUTHWEST OF THE NORTHEAST END OF THE
 MS0133'SOUTHEAST CONCRETE CURB OF AN OVERPASS, 17 FEET SOUTHEAST OF THE
 MS0133'CENTER LINE OF THE SOUTHEAST LANES OF THE HIGHWAY, AND ABOUT 1 FOOT
 MS0133'HIGHER THAN THE HIGHWAY.
 MS0133
 MS0133                          STATION RECOVERY (1983)
 MS0133
 MS0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MS0133'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.  4.6 KM (2.85
 MS0133'MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 MS0133'OGDEN, THENCE 1.7 KM (1.05 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 26,
 MS0133'IN TOP OF AND 0.3 METER (1.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 MS0133'CURB OF A BRIDGE SPANNING INTERSTATE HIGHWAY 84, AND 4.9 METERS (16.1
 MS0133'FT) NORTHWEST OF THE CENTERLINE OF THE NORTHEASTBOUND LANES OF THE
 MS0133'HIGHWAY.
 MS0133'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0249 ***********************************************************************
 LP0249  DESIGNATION -  K 173
 LP0249  PID         -  LP0249
 LP0249  STATE/COUNTY-  UT/TOOELE
 LP0249  COUNTRY     -  US
 LP0249  USGS QUAD   -  TOOELE (2017)
 LP0249
 LP0249                         *CURRENT SURVEY CONTROL
 LP0249  ______________________________________________________________________
 LP0249* NAD 83(1986) POSITION- 40 33 44.     (N) 112 17 48.     (W)   SCALED
 LP0249* NAVD 88 ORTHO HEIGHT -  1453.770 (meters)     4769.58  (feet) ADJUSTED
 LP0249  ______________________________________________________________________
 LP0249  GEOID HEIGHT    -        -17.363 (meters)                     GEOID18
 LP0249  DYNAMIC HEIGHT  -       1452.559 (meters)     4765.60  (feet) COMP
 LP0249  MODELED GRAVITY -    979,741.5   (mgal)                       NAVD 88
 LP0249
 LP0249  VERT ORDER      -  FIRST     CLASS I
 LP0249
 LP0249.The horizontal coordinates were scaled from a map and have
 LP0249.an estimated accuracy of +/- 6 seconds.
 LP0249
 LP0249.The orthometric height was determined by differential leveling and
 LP0249.adjusted by the NATIONAL GEODETIC SURVEY
 LP0249.in June 1991.
 LP0249
 LP0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0249.GEOID18 height accuracy estimate available here.
 LP0249
 LP0249.Click photographs - Photos may exist for this station.
 LP0249
 LP0249.The dynamic height is computed by dividing the NAVD 88
 LP0249.geopotential number by the normal gravity value computed on the
 LP0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0249.degrees latitude (g = 980.6199 gals.).
 LP0249
 LP0249.The modeled gravity was interpolated from observed gravity values.
 LP0249
 LP0249;                    North         East    Units  Estimated Accuracy
 LP0249;SPC UT C     - 2,247,760.      432,530.      MT  (+/- 180 meters Scaled)
 LP0249
 LP0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK902909(NAD 83)
 LP0249
 LP0249                          SUPERSEDED SURVEY CONTROL
 LP0249
 LP0249  NGVD 29 (??/??/92) 1452.307  (m)         4764.78   (f) ADJ UNCH    1 1
 LP0249
 LP0249.Superseded values are not recommended for survey control.
 LP0249
 LP0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0249.See file dsdata.pdf to determine how the superseded data were derived.
 LP0249
 LP0249_MARKER: DB = BENCH MARK DISK
 LP0249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LP0249_SP_SET: PIER
 LP0249_STAMPING: K 173 1970
 LP0249_MARK LOGO: CGS
 LP0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0249
 LP0249  HISTORY     - Date     Condition        Report By
 LP0249  HISTORY     - 1970     MONUMENTED       NGS
 LP0249
 LP0249                          STATION DESCRIPTION
 LP0249
 LP0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0249'3.0 MI NE FROM WARNER.
 LP0249'3.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LP0249'AT WARNER, SET VERTICALLY IN THE SOUTHWEST FACE OF THE SOUTHWEST
 LP0249'COLUMN OF THE FIRST PIER NORTHWEST OF THE TRACK OF THE STATE HIGHWAY
 LP0249'36 OVERPASS, 25.7 FEET NORTHWEST OF THE NORTHWEST RAIL AND ABOUT 3
 LP0249'FEET HIGHER THAN THE TRACK AND THE GROUND.  SECTION 16, T 4W, R 3S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0225 ***********************************************************************
 LP0225  DESIGNATION -  K 174
 LP0225  PID         -  LP0225
 LP0225  STATE/COUNTY-  UT/SALT LAKE
 LP0225  COUNTRY     -  US
 LP0225  USGS QUAD   -  MAGNA (2017)
 LP0225
 LP0225                         *CURRENT SURVEY CONTROL
 LP0225  ______________________________________________________________________
 LP0225* NAD 83(1986) POSITION- 40 43 06.     (N) 112 06 40.     (W)   SCALED
 LP0225* NAVD 88 ORTHO HEIGHT -  1292.204 (meters)     4239.51  (feet) ADJUSTED
 LP0225  ______________________________________________________________________
 LP0225  GEOID HEIGHT    -        -17.170 (meters)                     GEOID18
 LP0225  DYNAMIC HEIGHT  -       1291.207 (meters)     4236.23  (feet) COMP
 LP0225  MODELED GRAVITY -    979,808.6   (mgal)                       NAVD 88
 LP0225
 LP0225  VERT ORDER      -  FIRST     CLASS I
 LP0225
 LP0225.The horizontal coordinates were scaled from a map and have
 LP0225.an estimated accuracy of +/- 6 seconds.
 LP0225
 LP0225.The orthometric height was determined by differential leveling and
 LP0225.adjusted by the NATIONAL GEODETIC SURVEY
 LP0225.in June 1991.
 LP0225
 LP0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0225.GEOID18 height accuracy estimate available here.
 LP0225
 LP0225.Click photographs - Photos may exist for this station.
 LP0225
 LP0225.The dynamic height is computed by dividing the NAVD 88
 LP0225.geopotential number by the normal gravity value computed on the
 LP0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0225.degrees latitude (g = 980.6199 gals.).
 LP0225
 LP0225.The modeled gravity was interpolated from observed gravity values.
 LP0225
 LP0225;                    North         East    Units  Estimated Accuracy
 LP0225;SPC UT C     - 2,264,970.      448,370.      MT  (+/- 180 meters Scaled)
 LP0225
 LP0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL061080(NAD 83)
 LP0225
 LP0225                          SUPERSEDED SURVEY CONTROL
 LP0225
 LP0225  NGVD 29 (??/??/92) 1291.274  (m)         4236.45   (f) ADJ UNCH    1 1
 LP0225
 LP0225.Superseded values are not recommended for survey control.
 LP0225
 LP0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0225.See file dsdata.pdf to determine how the superseded data were derived.
 LP0225
 LP0225_MARKER: DB = BENCH MARK DISK
 LP0225_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0225_SP_SET: CULVERT HEADWALL
 LP0225_STAMPING: K 174 1970
 LP0225_MARK LOGO: CGS
 LP0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0225+STABILITY: SURFACE MOTION
 LP0225
 LP0225  HISTORY     - Date     Condition        Report By
 LP0225  HISTORY     - 1970     MONUMENTED       NGS
 LP0225  HISTORY     - 20141014 MARK NOT FOUND   GEOCAC
 LP0225
 LP0225                          STATION DESCRIPTION
 LP0225
 LP0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0225'0.55 MI N FROM MAGNA.
 LP0225'0.5 MILE NORTH ALONG 9180 WEST STREET FROM WEBSTER SCHOOL AT MAGNA,
 LP0225'THENCE 0.05 MILE WEST ALONG U.S. HIGHWAYS 40 AND 50 ALTERNATE, IN THE
 LP0225'TOP AND 1 FOOT EAST OF THE WEST END OF THE NORTH HEAD WALL OF A
 LP0225'CONCRETE BOX CULVERT, 40 FEET NORTH OF THE CENTER LINE OF THE NORTH
 LP0225'LANES OF THE HIGHWAY AND ABOUT 2 FEET LOWER THAN THE HIGHWAY. SECTION
 LP0225'19, T 2 W, R 1 S.
 LP0225
 LP0225                          STATION RECOVERY (2014)
 LP0225
 LP0225'RECOVERY NOTE BY GEOCACHING 2014 (BRB)
 LP0225'MARK NOT FOUND. THE HIGHWAY IS BEING WIDENED AT THIS LOCATION. THE
 LP0225'NORTHERN EDGE OF THE PAVEMENT IS MORE THAN 40 FEET FROM THE CENTER OF
 LP0225'THE HIGHWAY AND THERE IS NO REMAINING SIGN OF THE MARK OR MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0258 ***********************************************************************
 LP0258  DESIGNATION -  K 175
 LP0258  PID         -  LP0258
 LP0258  STATE/COUNTY-  UT/TOOELE
 LP0258  COUNTRY     -  US
 LP0258  USGS QUAD   -  STOCKTON (2017)
 LP0258
 LP0258                         *CURRENT SURVEY CONTROL
 LP0258  ______________________________________________________________________
 LP0258* NAD 83(1986) POSITION- 40 28 47.     (N) 112 21 01.     (W)   SCALED
 LP0258* NAVD 88 ORTHO HEIGHT -  1539.275 (meters)     5050.10  (feet) ADJUSTED
 LP0258  ______________________________________________________________________
 LP0258  GEOID HEIGHT    -        -17.364 (meters)                     GEOID18
 LP0258  DYNAMIC HEIGHT  -       1537.957 (meters)     5045.78  (feet) COMP
 LP0258  MODELED GRAVITY -    979,714.7   (mgal)                       NAVD 88
 LP0258  OBS GRAVITY     -    979,717.1   (mgal)                       GRAV_OBS
 LP0258
 LP0258  VERT ORDER      -  FIRST     CLASS I
 LP0258
 LP0258.The horizontal coordinates were scaled from a map and have
 LP0258.an estimated accuracy of +/- 6 seconds.
 LP0258
 LP0258.The orthometric height was determined by differential leveling and
 LP0258.adjusted by the NATIONAL GEODETIC SURVEY
 LP0258.in June 1991.
 LP0258
 LP0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0258.GEOID18 height accuracy estimate available here.
 LP0258
 LP0258.Click photographs - Photos may exist for this station.
 LP0258
 LP0258.The dynamic height is computed by dividing the NAVD 88
 LP0258.geopotential number by the normal gravity value computed on the
 LP0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0258.degrees latitude (g = 980.6199 gals.).
 LP0258
 LP0258.The modeled gravity was interpolated from observed gravity values.
 LP0258
 LP0258.The observed gravity was obtained from relative gravimeter ties
 LP0258.to the IGSN71 gravity network.
 LP0258
 LP0258;                    North         East    Units  Estimated Accuracy
 LP0258;SPC UT C     - 2,238,640.      427,910.      MT  (+/- 180 meters Scaled)
 LP0258
 LP0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK855818(NAD 83)
 LP0258
 LP0258                          SUPERSEDED SURVEY CONTROL
 LP0258
 LP0258  NGVD 29 (??/??/92) 1538.15   (m)         5046.4    (f) COMPUTED    1 1
 LP0258
 LP0258.Superseded values are not recommended for survey control.
 LP0258
 LP0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0258.See file dsdata.pdf to determine how the superseded data were derived.
 LP0258
 LP0258_MARKER: DB = BENCH MARK DISK
 LP0258_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LP0258_STAMPING: K 175 1970
 LP0258_MARK LOGO: CGS
 LP0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0258
 LP0258  HISTORY     - Date     Condition        Report By
 LP0258  HISTORY     - 1970     MONUMENTED       NGS
 LP0258
 LP0258                          STATION DESCRIPTION
 LP0258
 LP0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0258'2.2 MI N FROM STOCKTON.
 LP0258'2.2 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 LP0258'AN ASPHALT ROAD AT STOCKTON, 0.45 MILE SOUTH OF AN ASPHALT ROAD
 LP0258'CROSSING, 1 1/4 POLE SOUTH OF BAUER SIDING SIGN, AT THE NORTH END OF A
 LP0258'CUT, 41 1/2 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 18 1/2 FEET
 LP0258'WEST OF THE CENTER LINE OF A TRACK ROAD, 1.5 FEET NORTH OF MILE POST
 LP0258'744.75, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT 7 1/2 FEET HIGHER THAN
 LP0258'THE TRACK, A DIK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO
 LP0258'GRADUAL REFUSAL AT A DEPTH OF 13 FEET.  THE ROD IS ENCASED IN A
 LP0258'CONCRETE POST WHICH PROJECTS 0.2 FOOT.  SECTION 12, T 4W, R 4S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0283 ***********************************************************************
 LP0283  DESIGNATION -  K 176
 LP0283  PID         -  LP0283
 LP0283  STATE/COUNTY-  UT/TOOELE
 LP0283  COUNTRY     -  US
 LP0283  USGS QUAD   -  VERNON NE (2017)
 LP0283
 LP0283                         *CURRENT SURVEY CONTROL
 LP0283  ______________________________________________________________________
 LP0283* NAD 83(1986) POSITION- 40 08 18.     (N) 112 21 12.     (W)   SCALED
 LP0283* NAVD 88 ORTHO HEIGHT -  1653.712 (meters)     5425.55  (feet) ADJUSTED
 LP0283  ______________________________________________________________________
 LP0283  GEOID HEIGHT    -        -17.793 (meters)                     GEOID18
 LP0283  DYNAMIC HEIGHT  -       1652.222 (meters)     5420.67  (feet) COMP
 LP0283  MODELED GRAVITY -    979,666.3   (mgal)                       NAVD 88
 LP0283  OBS GRAVITY     -    979,665.8   (mgal)                       GRAV_OBS
 LP0283
 LP0283  VERT ORDER      -  FIRST     CLASS I
 LP0283
 LP0283.The horizontal coordinates were scaled from a map and have
 LP0283.an estimated accuracy of +/- 6 seconds.
 LP0283
 LP0283.The orthometric height was determined by differential leveling and
 LP0283.adjusted by the NATIONAL GEODETIC SURVEY
 LP0283.in June 1991.
 LP0283
 LP0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0283.GEOID18 height accuracy estimate available here.
 LP0283
 LP0283.Click photographs - Photos may exist for this station.
 LP0283
 LP0283.The dynamic height is computed by dividing the NAVD 88
 LP0283.geopotential number by the normal gravity value computed on the
 LP0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0283.degrees latitude (g = 980.6199 gals.).
 LP0283
 LP0283.The modeled gravity was interpolated from observed gravity values.
 LP0283
 LP0283.The observed gravity was obtained from relative gravimeter ties
 LP0283.to the IGSN71 gravity network.
 LP0283
 LP0283;                    North         East    Units  Estimated Accuracy
 LP0283;SPC UT C     - 2,200,740.      427,290.      MT  (+/- 180 meters Scaled)
 LP0283
 LP0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK847439(NAD 83)
 LP0283
 LP0283                          SUPERSEDED SURVEY CONTROL
 LP0283
 LP0283  NGVD 29 (??/??/92) 1652.54   (m)         5421.7    (f) COMPUTED    1 1
 LP0283
 LP0283.Superseded values are not recommended for survey control.
 LP0283
 LP0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0283.See file dsdata.pdf to determine how the superseded data were derived.
 LP0283
 LP0283_MARKER: DB = BENCH MARK DISK
 LP0283_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0283_SP_SET: CULVERT HEADWALL
 LP0283_STAMPING: K 176 1970
 LP0283_MARK LOGO: CGS
 LP0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0283+STABILITY: SURFACE MOTION
 LP0283
 LP0283  HISTORY     - Date     Condition        Report By
 LP0283  HISTORY     - 1970     MONUMENTED       NGS
 LP0283
 LP0283                          STATION DESCRIPTION
 LP0283
 LP0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0283'9.25 MI N FROM LOFGREEN.
 LP0283'9.25 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING SIGN
 LP0283'AT LOFGREEN, 1 POLE SOUTH OF MILE POST 719.25 AND SEMAPHORE 719.2, IN
 LP0283'THE TOP AND 7.2 FEET NORTH OF THE SOUTH END OF THE EAST CONCRETE HEAD
 LP0283'WALL OF A DOUBLE PIPE CULVERT 719.22, 9.2 FEET EAST OF THE EAST RAIL
 LP0283'AND ABOUT 2 1/2 FEET LOWER THAN THE TRACK.  SECTION 12, T 5W, R 8S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0055 ***********************************************************************
 KO0055  DESIGNATION -  K 177
 KO0055  PID         -  KO0055
 KO0055  STATE/COUNTY-  UT/JUAB
 KO0055  COUNTRY     -  US
 KO0055  USGS QUAD   -  TINTIC JUNCTION (2017)
 KO0055
 KO0055                         *CURRENT SURVEY CONTROL
 KO0055  ______________________________________________________________________
 KO0055* NAD 83(1986) POSITION- 39 54 59.     (N) 112 09 34.     (W)   SCALED
 KO0055* NAVD 88 ORTHO HEIGHT -  1779.095 (meters)     5836.91  (feet) ADJUSTED
 KO0055  ______________________________________________________________________
 KO0055  GEOID HEIGHT    -        -17.781 (meters)                     GEOID18
 KO0055  DYNAMIC HEIGHT  -       1777.383 (meters)     5831.30  (feet) COMP
 KO0055  MODELED GRAVITY -    979,600.9   (mgal)                       NAVD 88
 KO0055
 KO0055  VERT ORDER      -  FIRST     CLASS I
 KO0055
 KO0055.The horizontal coordinates were scaled from a map and have
 KO0055.an estimated accuracy of +/- 6 seconds.
 KO0055
 KO0055.The orthometric height was determined by differential leveling and
 KO0055.adjusted by the NATIONAL GEODETIC SURVEY
 KO0055.in June 1991.
 KO0055
 KO0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0055.GEOID18 height accuracy estimate available here.
 KO0055
 KO0055.Click photographs - Photos may exist for this station.
 KO0055
 KO0055.The dynamic height is computed by dividing the NAVD 88
 KO0055.geopotential number by the normal gravity value computed on the
 KO0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0055.degrees latitude (g = 980.6199 gals.).
 KO0055
 KO0055.The modeled gravity was interpolated from observed gravity values.
 KO0055
 KO0055;                    North         East    Units  Estimated Accuracy
 KO0055;SPC UT C     - 2,175,960.      443,630.      MT  (+/- 180 meters Scaled)
 KO0055
 KO0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK009191(NAD 83)
 KO0055
 KO0055                          SUPERSEDED SURVEY CONTROL
 KO0055
 KO0055.No superseded survey control is available for this station.
 KO0055
 KO0055_MARKER: DB = BENCH MARK DISK
 KO0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0055_STAMPING: K 177 1970
 KO0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0055+STABILITY: SURFACE MOTION
 KO0055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0055+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2006
 KO0055
 KO0055  HISTORY     - Date     Condition        Report By
 KO0055  HISTORY     - 1970     MONUMENTED       NGS
 KO0055  HISTORY     - 20060514 GOOD             INDIV
 KO0055
 KO0055                          STATION DESCRIPTION
 KO0055
 KO0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0055'0.65 MI S FROM TINTIC JUNCTION.
 KO0055'0.65 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 KO0055'TINTIC JUNCTION, 3 POLES SOUTH OF MILEPOLE 698, 89.0 FEET WEST OF THE
 KO0055'WEST RAIL OF MAIN TRACK, 8.5 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE,
 KO0055'1 1/2 FEET SOUTH OF A TELEPHONE POLE WITH A GUY WIRE, 2.1 FEET NORTH
 KO0055'OF A WITNESS POST, ABOUT 5 FEET HIGHER THAN THE TRACK, AND SET IN THE
 KO0055'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. SECTION
 KO0055'34, T10S, R3W.
 KO0055
 KO0055                          STATION RECOVERY (2006)
 KO0055
 KO0055'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RW)
 KO0055'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0010 ***********************************************************************
 KO0010  DESIGNATION -  K 178
 KO0010  PID         -  KO0010
 KO0010  STATE/COUNTY-  UT/JUAB
 KO0010  COUNTRY     -  US
 KO0010  USGS QUAD   -  LYNNDYL EAST (2017)
 KO0010
 KO0010                         *CURRENT SURVEY CONTROL
 KO0010  ______________________________________________________________________
 KO0010* NAD 83(1986) POSITION- 39 34 29.     (N) 112 20 27.     (W)   SCALED
 KO0010* NAVD 88 ORTHO HEIGHT -  1475.694 (meters)     4841.51  (feet) ADJUSTED
 KO0010  ______________________________________________________________________
 KO0010  GEOID HEIGHT    -        -18.408 (meters)                     GEOID18
 KO0010  DYNAMIC HEIGHT  -       1474.366 (meters)     4837.15  (feet) COMP
 KO0010  MODELED GRAVITY -    979,674.9   (mgal)                       NAVD 88
 KO0010  OBS GRAVITY     -    979,676.5   (mgal)                       GRAV_OBS
 KO0010
 KO0010  VERT ORDER      -  FIRST     CLASS I
 KO0010
 KO0010.The horizontal coordinates were scaled from a map and have
 KO0010.an estimated accuracy of +/- 6 seconds.
 KO0010
 KO0010.The orthometric height was determined by differential leveling and
 KO0010.adjusted by the NATIONAL GEODETIC SURVEY
 KO0010.in June 1991.
 KO0010
 KO0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0010.GEOID18 height accuracy estimate available here.
 KO0010
 KO0010.Click photographs - Photos may exist for this station.
 KO0010
 KO0010.The dynamic height is computed by dividing the NAVD 88
 KO0010.geopotential number by the normal gravity value computed on the
 KO0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0010.degrees latitude (g = 980.6199 gals.).
 KO0010
 KO0010.The modeled gravity was interpolated from observed gravity values.
 KO0010
 KO0010.The observed gravity was obtained from relative gravimeter ties
 KO0010.to the IGSN71 gravity network.
 KO0010
 KO0010;                    North         East    Units  Estimated Accuracy
 KO0010;SPC UT C     - 2,138,160.      427,760.      MT  (+/- 180 meters Scaled)
 KO0010
 KO0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ848814(NAD 83)
 KO0010
 KO0010                          SUPERSEDED SURVEY CONTROL
 KO0010
 KO0010.No superseded survey control is available for this station.
 KO0010
 KO0010_MARKER: DB = BENCH MARK DISK
 KO0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0010_STAMPING: K 178 1970
 KO0010_MARK LOGO: CGS
 KO0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0010+STABILITY: SURFACE MOTION
 KO0010
 KO0010  HISTORY     - Date     Condition        Report By
 KO0010  HISTORY     - 1970     MONUMENTED       NGS
 KO0010
 KO0010                          STATION DESCRIPTION
 KO0010
 KO0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0010'4.15 MI NE FROM LYNNDYL.
 KO0010'4.15 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0010'SIGN AT LYNNDYL, 126 FEET EAST AND ACROSS THE TRACT FROM MILEPOLE 670,
 KO0010'70.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2 FEET SOUTHWEST OF A
 KO0010'TELEPHONE POLE, 77 1/2 FEET NORTHWEST OF THE CENTER LINE OF U.S.
 KO0010'HIGHWAY 50 AND 6, 26.7 FEET NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY
 KO0010'FENCE, 2.0 FEET NORTHEAST OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER
 KO0010'THAN THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 KO0010'DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 24 FEET.  THE UPPER PORTION OF
 KO0010'THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 KO0010'GROUND.  SECTION 30, T14S, R4W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0092 ***********************************************************************
 KO0092  DESIGNATION -  K 179
 KO0092  PID         -  KO0092
 KO0092  STATE/COUNTY-  UT/MILLARD
 KO0092  COUNTRY     -  US
 KO0092  USGS QUAD   -  STRONG (2017)
 KO0092
 KO0092                         *CURRENT SURVEY CONTROL
 KO0092  ______________________________________________________________________
 KO0092* NAD 83(1986) POSITION- 39 24 14.     (N) 112 29 40.     (W)   SCALED
 KO0092* NAVD 88 ORTHO HEIGHT -  1443.973 (meters)     4737.43  (feet) ADJUSTED
 KO0092  ______________________________________________________________________
 KO0092  GEOID HEIGHT    -        -19.128 (meters)                     GEOID18
 KO0092  DYNAMIC HEIGHT  -       1442.646 (meters)     4733.08  (feet) COMP
 KO0092  MODELED GRAVITY -    979,657.9   (mgal)                       NAVD 88
 KO0092  OBS GRAVITY     -    979,660.1   (mgal)                       GRAV_OBS
 KO0092
 KO0092  VERT ORDER      -  FIRST     CLASS I
 KO0092
 KO0092.The horizontal coordinates were scaled from a map and have
 KO0092.an estimated accuracy of +/- 6 seconds.
 KO0092
 KO0092.The orthometric height was determined by differential leveling and
 KO0092.adjusted by the NATIONAL GEODETIC SURVEY
 KO0092.in June 1991.
 KO0092
 KO0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0092.GEOID18 height accuracy estimate available here.
 KO0092
 KO0092.Click photographs - Photos may exist for this station.
 KO0092
 KO0092.The dynamic height is computed by dividing the NAVD 88
 KO0092.geopotential number by the normal gravity value computed on the
 KO0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0092.degrees latitude (g = 980.6199 gals.).
 KO0092
 KO0092.The modeled gravity was interpolated from observed gravity values.
 KO0092
 KO0092.The observed gravity was obtained from relative gravimeter ties
 KO0092.to the IGSN71 gravity network.
 KO0092
 KO0092;                    North         East    Units  Estimated Accuracy
 KO0092;SPC UT C     - 2,119,330.      414,360.      MT  (+/- 180 meters Scaled)
 KO0092
 KO0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ713626(NAD 83)
 KO0092
 KO0092                          SUPERSEDED SURVEY CONTROL
 KO0092
 KO0092  NGVD 29 (??/??/92) 1442.83   (m)         4733.7    (f) COMPUTED    1 1
 KO0092
 KO0092.Superseded values are not recommended for survey control.
 KO0092
 KO0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0092.See file dsdata.pdf to determine how the superseded data were derived.
 KO0092
 KO0092_MARKER: DB = BENCH MARK DISK
 KO0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0092_STAMPING: K 179 1970
 KO0092_MARK LOGO: CGS
 KO0092_PROJECTION: PROJECTING 12 CENTIMETERS
 KO0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0092+STABILITY: SURFACE MOTION
 KO0092
 KO0092  HISTORY     - Date     Condition        Report By
 KO0092  HISTORY     - 1970     MONUMENTED       NGS
 KO0092
 KO0092                          STATION DESCRIPTION
 KO0092
 KO0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0092'5.55 MI NE FROM DELTA.
 KO0092'5.55 MILES NORTHEAST ALONG U.S. HIGHWAY 50 AND 6 FROM THE JUNCTION OF
 KO0092'3RD EAST STREET AT DELTA, 0.5 MILE NORTHEAST OF A BRIDGE OVER SEVIER
 KO0092'RIVER, 1.2 FEET NORTHEAST OF MILEPOST 95, 44 FEET SOUTHEAST OF THE
 KO0092'CENTER LINE OF THE HIGHWAY, 17 1/2 FEET SOUTH OF A WATCH FOR STOCK
 KO0092'SIGN, 1.7 FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN
 KO0092'THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN
 KO0092'TO GRADUAL REFUSAL AT A DEPTH OF 32 FEET.  THE UPPER PORTION OF THE
 KO0092'ROD IS INCASED IN A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 KO0092'GROUND.  SECTION 23, T 16 S, R 6 W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0288 ***********************************************************************
 JM0288  DESIGNATION -  K 18
 JM0288  PID         -  JM0288
 JM0288  STATE/COUNTY-  UT/GRAND
 JM0288  COUNTRY     -  US
 JM0288  USGS QUAD   -  THOMPSON SPRINGS (2017)
 JM0288
 JM0288                         *CURRENT SURVEY CONTROL
 JM0288  ______________________________________________________________________
 JM0288* NAD 83(1986) POSITION- 38 56 58.8    (N) 109 44 44.0    (W)   HD_HELD2
 JM0288* NAVD 88 ORTHO HEIGHT -  1517.063 (meters)     4977.23  (feet) ADJUSTED
 JM0288  ______________________________________________________________________
 JM0288  GEOID HEIGHT    -        -20.033 (meters)                     GEOID18
 JM0288  DYNAMIC HEIGHT  -       1515.513 (meters)     4972.15  (feet) COMP
 JM0288  MODELED GRAVITY -    979,553.9   (mgal)                       NAVD 88
 JM0288
 JM0288  VERT ORDER      -  FIRST     CLASS II
 JM0288
 JM0288.The horizontal coordinates were established by autonomous hand held GPS
 JM0288.observations and have an estimated accuracy of +/- 10 meters.
 JM0288
 JM0288.The orthometric height was determined by differential leveling and
 JM0288.adjusted by the NATIONAL GEODETIC SURVEY
 JM0288.in June 1991.
 JM0288
 JM0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0288.GEOID18 height accuracy estimate available here.
 JM0288
 JM0288.Click photographs - Photos may exist for this station.
 JM0288
 JM0288.The dynamic height is computed by dividing the NAVD 88
 JM0288.geopotential number by the normal gravity value computed on the
 JM0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0288.degrees latitude (g = 980.6199 gals.).
 JM0288
 JM0288.The modeled gravity was interpolated from observed gravity values.
 JM0288
 JM0288;                    North         East    Units  Estimated Accuracy
 JM0288;SPC UT C     - 2,069,918.      652,082.      MT  (+/- 10 meters HH2 GPS)
 JM0288
 JM0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ0870311939(NAD 83)
 JM0288
 JM0288                          SUPERSEDED SURVEY CONTROL
 JM0288
 JM0288  NGVD 29 (??/??/92) 1516.002  (m)         4973.75   (f) ADJ UNCH    1 2
 JM0288
 JM0288.Superseded values are not recommended for survey control.
 JM0288
 JM0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0288.See file dsdata.pdf to determine how the superseded data were derived.
 JM0288
 JM0288_MARKER: DB = BENCH MARK DISK
 JM0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0288_STAMPING: 4973.750 K 18 1933
 JM0288_MARK LOGO: CGS
 JM0288_PROJECTION: PROJECTING 15 CENTIMETERS
 JM0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0288+STABILITY: SURFACE MOTION
 JM0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0288+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2020
 JM0288
 JM0288  HISTORY     - Date     Condition        Report By
 JM0288  HISTORY     - 1933     MONUMENTED       CGS
 JM0288  HISTORY     - 1934     GOOD             CGS
 JM0288  HISTORY     - 20091029 GOOD             GEOCAC
 JM0288  HISTORY     - 20200229 GOOD             INDIV
 JM0288
 JM0288                          STATION DESCRIPTION
 JM0288
 JM0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0288'2.5 MI S FROM THOMPSONS.
 JM0288'2.5 MILES SOUTH ALONG AN ABANDONED HIGHWAY FROM THOMPSONS, GRAND
 JM0288'COUNTY, OPPOSITE AN 18-INCH CULVERT, AT A LONG LEVEL STRETCH, 110 FEET
 JM0288'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND IN LINE WITH A ROW OF
 JM0288'POLES.  A STANDARD DISK, STAMPED 4973.750 K 18 1933 AND SET IN THE TOP
 JM0288'OF A CONCRETE POST.
 JM0288
 JM0288                          STATION RECOVERY (2009)
 JM0288
 JM0288'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0288'MOST OF THE POLES HAVE BEEN REMOVED, BUT THE ALIGNMENT CAN STILL BE
 JM0288'DETERMINED.
 JM0288
 JM0288                          STATION RECOVERY (2020)
 JM0288
 JM0288'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 JM0288'TO REACH FROM THE GAS STATION OFF OF I70 EXIT 187 AT THOMPSON SPRINGS,
 JM0288'HEAD WEST ON BLM 144 AKA VALLEY CITY ROAD FOR 1.7 MI.  DISK IS ABOUT
 JM0288'110 FT (33.5 M) NORTHWEST OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0195 ***********************************************************************
 KO0195  DESIGNATION -  K 180
 KO0195  PID         -  KO0195
 KO0195  STATE/COUNTY-  UT/MILLARD
 KO0195  COUNTRY     -  US
 KO0195  USGS QUAD   -  SUNSTONE KNOLL (2017)
 KO0195
 KO0195                         *CURRENT SURVEY CONTROL
 KO0195  ______________________________________________________________________
 KO0195* NAD 83(1986) POSITION- 39 07 31.     (N) 112 44 04.     (W)   SCALED
 KO0195* NAVD 88 ORTHO HEIGHT -  1396.720 (meters)     4582.41  (feet) ADJUSTED
 KO0195  ______________________________________________________________________
 KO0195  GEOID HEIGHT    -        -20.038 (meters)                     GEOID18
 KO0195  DYNAMIC HEIGHT  -       1395.399 (meters)     4578.07  (feet) COMP
 KO0195  MODELED GRAVITY -    979,633.0   (mgal)                       NAVD 88
 KO0195  OBS GRAVITY     -    979,630.5   (mgal)                       GRAV_OBS
 KO0195
 KO0195  VERT ORDER      -  FIRST     CLASS I
 KO0195
 KO0195.The horizontal coordinates were scaled from a map and have
 KO0195.an estimated accuracy of +/- 6 seconds.
 KO0195
 KO0195.The orthometric height was determined by differential leveling and
 KO0195.adjusted by the NATIONAL GEODETIC SURVEY
 KO0195.in June 1991.
 KO0195
 KO0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0195.GEOID18 height accuracy estimate available here.
 KO0195
 KO0195.Click photographs - Photos may exist for this station.
 KO0195
 KO0195.The dynamic height is computed by dividing the NAVD 88
 KO0195.geopotential number by the normal gravity value computed on the
 KO0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0195.degrees latitude (g = 980.6199 gals.).
 KO0195
 KO0195.The modeled gravity was interpolated from observed gravity values.
 KO0195
 KO0195.The observed gravity was obtained from relative gravimeter ties
 KO0195.to the IGSN71 gravity network.
 KO0195
 KO0195;                    North         East    Units  Estimated Accuracy
 KO0195;SPC UT C     - 2,088,660.      393,260.      MT  (+/- 180 meters Scaled)
 KO0195
 KO0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ500321(NAD 83)
 KO0195
 KO0195                          SUPERSEDED SURVEY CONTROL
 KO0195
 KO0195  NGVD 29 (??/??/92) 1395.64   (m)         4578.9    (f) COMPUTED    1 1
 KO0195
 KO0195.Superseded values are not recommended for survey control.
 KO0195
 KO0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0195.See file dsdata.pdf to determine how the superseded data were derived.
 KO0195
 KO0195_MARKER: DB = BENCH MARK DISK
 KO0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0195_STAMPING: K 180 1970
 KO0195_MARK LOGO: CGS
 KO0195_PROJECTION: PROJECTING
 KO0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0195+STABILITY: SURFACE MOTION
 KO0195
 KO0195  HISTORY     - Date     Condition        Report By
 KO0195  HISTORY     - 1970     MONUMENTED       NGS
 KO0195
 KO0195                          STATION DESCRIPTION
 KO0195
 KO0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0195'17.9 MI SW FROM DELTA.
 KO0195'17.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0195'AT DELTA, 1 1/2 FEET SOUTHWEST OF MILEPOLE 631.50, 88.0 FEET NORTHWEST
 KO0195'OF THE NORTHWEST RAIL, 110 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 KO0195'STATE HIGHWAY 257, 9.0 FEET SOUTHEAST OF A FENCE, 2.0 FEET NORTHEAST
 KO0195'OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK AND LEVEL WITH
 KO0195'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 KO0195'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0240 ***********************************************************************
 JO0240  DESIGNATION -  K 181
 JO0240  PID         -  JO0240
 JO0240  STATE/COUNTY-  UT/MILLARD
 JO0240  COUNTRY     -  US
 JO0240  USGS QUAD   -  CRUZ (2017)
 JO0240
 JO0240                         *CURRENT SURVEY CONTROL
 JO0240  ______________________________________________________________________
 JO0240* NAD 83(1986) POSITION- 38 48 15.     (N) 112 51 49.     (W)   SCALED
 JO0240* NAVD 88 ORTHO HEIGHT -  1477.683 (meters)     4848.03  (feet) ADJUSTED
 JO0240  ______________________________________________________________________
 JO0240  GEOID HEIGHT    -        -20.190 (meters)                     GEOID18
 JO0240  DYNAMIC HEIGHT  -       1476.227 (meters)     4843.25  (feet) COMP
 JO0240  MODELED GRAVITY -    979,590.8   (mgal)                       NAVD 88
 JO0240
 JO0240  VERT ORDER      -  FIRST     CLASS I
 JO0240
 JO0240.The horizontal coordinates were scaled from a map and have
 JO0240.an estimated accuracy of +/- 6 seconds.
 JO0240
 JO0240.The orthometric height was determined by differential leveling and
 JO0240.adjusted by the NATIONAL GEODETIC SURVEY
 JO0240.in June 1991.
 JO0240
 JO0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0240.GEOID18 height accuracy estimate available here.
 JO0240
 JO0240.Click photographs - Photos may exist for this station.
 JO0240
 JO0240.The dynamic height is computed by dividing the NAVD 88
 JO0240.geopotential number by the normal gravity value computed on the
 JO0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0240.degrees latitude (g = 980.6199 gals.).
 JO0240
 JO0240.The modeled gravity was interpolated from observed gravity values.
 JO0240
 JO0240;                    North         East    Units  Estimated Accuracy
 JO0240;SPC UT C     - 2,053,180.      381,550.      MT  (+/- 180 meters Scaled)
 JO0240
 JO0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH381966(NAD 83)
 JO0240
 JO0240                          SUPERSEDED SURVEY CONTROL
 JO0240
 JO0240  NGVD 29 (??/??/92) 1476.61   (m)         4844.5    (f) COMPUTED    1 1
 JO0240
 JO0240.Superseded values are not recommended for survey control.
 JO0240
 JO0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0240.See file dsdata.pdf to determine how the superseded data were derived.
 JO0240
 JO0240_MARKER: DB = BENCH MARK DISK
 JO0240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JO0240_SP_SET: BRIDGE
 JO0240_STAMPING: K 181 1970
 JO0240_MARK LOGO: CGS
 JO0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0240
 JO0240  HISTORY     - Date     Condition        Report By
 JO0240  HISTORY     - 1970     MONUMENTED       NGS
 JO0240
 JO0240                          STATION DESCRIPTION
 JO0240
 JO0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0240'8.6 MI NE FROM BLACK ROCK.
 JO0240'8.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JO0240'AT BLACK ROCK, NEAR MILEPOLE 608, IN THE TOP AND 1.7 FEET WEST OF THE
 JO0240'EAST END OF THE WEST WING WALL OF CONCRETE BRIDGE 608.00, 9.8 FEET
 JO0240'NORTHWEST OF THE NORTHWEST RAIL, 2.0 FEET NORTHWEST OF THE SOUTHWEST
 JO0240'END OF THE NORTHWEST GUARDRAIL, AND ABOUT 3 1/2 FEET LOWER THAN THE
 JO0240'TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0206 ***********************************************************************
 JO0206  DESIGNATION -  K 182
 JO0206  PID         -  JO0206
 JO0206  STATE/COUNTY-  UT/BEAVER
 JO0206  COUNTRY     -  US
 JO0206  USGS QUAD   -  READ (2017)
 JO0206
 JO0206                         *CURRENT SURVEY CONTROL
 JO0206  ______________________________________________________________________
 JO0206* NAD 83(1986) POSITION- 38 33 36.     (N) 112 59 06.     (W)   SCALED
 JO0206* NAVD 88 ORTHO HEIGHT -  1492.308 (meters)     4896.01  (feet) ADJUSTED
 JO0206  ______________________________________________________________________
 JO0206  GEOID HEIGHT    -        -20.750 (meters)                     GEOID18
 JO0206  DYNAMIC HEIGHT  -       1490.775 (meters)     4890.98  (feet) COMP
 JO0206  MODELED GRAVITY -    979,549.6   (mgal)                       NAVD 88
 JO0206
 JO0206  VERT ORDER      -  FIRST     CLASS I
 JO0206
 JO0206.The horizontal coordinates were scaled from a map and have
 JO0206.an estimated accuracy of +/- 6 seconds.
 JO0206
 JO0206.The orthometric height was determined by differential leveling and
 JO0206.adjusted by the NATIONAL GEODETIC SURVEY
 JO0206.in June 1991.
 JO0206
 JO0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0206.GEOID18 height accuracy estimate available here.
 JO0206
 JO0206.Click photographs - Photos may exist for this station.
 JO0206
 JO0206.The dynamic height is computed by dividing the NAVD 88
 JO0206.geopotential number by the normal gravity value computed on the
 JO0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0206.degrees latitude (g = 980.6199 gals.).
 JO0206
 JO0206.The modeled gravity was interpolated from observed gravity values.
 JO0206
 JO0206;                    North         East    Units  Estimated Accuracy
 JO0206;SPC UT S     - 3,211,170.      370,570.      MT  (+/- 180 meters Scaled)
 JO0206
 JO0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH270698(NAD 83)
 JO0206
 JO0206                          SUPERSEDED SURVEY CONTROL
 JO0206
 JO0206  NGVD 29 (??/??/92) 1490.963  (m)         4891.60   (f) ADJ UNCH    1 1
 JO0206
 JO0206.Superseded values are not recommended for survey control.
 JO0206
 JO0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0206.See file dsdata.pdf to determine how the superseded data were derived.
 JO0206
 JO0206_MARKER: DB = BENCH MARK DISK
 JO0206_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0206_SP_SET: CULVERT HEADWALL
 JO0206_STAMPING: K 182 1970
 JO0206_MARK LOGO: CGS
 JO0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0206+STABILITY: SURFACE MOTION
 JO0206
 JO0206  HISTORY     - Date     Condition        Report By
 JO0206  HISTORY     - 1970     MONUMENTED       NGS
 JO0206
 JO0206                          STATION DESCRIPTION
 JO0206
 JO0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0206'10.8 MI S FROM BLACK ROCK.
 JO0206'10.8 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JO0206'BLACK ROCK, 2 POLES NORTH OF MILEPOLE 588, IN THE TOP AND 0.9 FOOT
 JO0206'SOUTH OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF CULVERT
 JO0206'588.59, 12.1 FEET EAST OF THE EAST RAIL, AND ABOUT 2 FEET LOWER THAN
 JO0206'THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0308 ***********************************************************************
 JM0308  DESIGNATION -  K 19
 JM0308  PID         -  JM0308
 JM0308  STATE/COUNTY-  UT/GRAND
 JM0308  COUNTRY     -  US
 JM0308  USGS QUAD   -  MOAB (2017)
 JM0308
 JM0308                         *CURRENT SURVEY CONTROL
 JM0308  ______________________________________________________________________
 JM0308* NAD 83(1986) POSITION- 38 36 51.     (N) 109 37 16.     (W)   SCALED
 JM0308* NAVD 88 ORTHO HEIGHT -  1256.861 (meters)     4123.55  (feet) ADJUSTED
 JM0308  ______________________________________________________________________
 JM0308  GEOID HEIGHT    -        -20.651 (meters)                     GEOID18
 JM0308  DYNAMIC HEIGHT  -       1255.554 (meters)     4119.26  (feet) COMP
 JM0308  MODELED GRAVITY -    979,547.2   (mgal)                       NAVD 88
 JM0308
 JM0308  VERT ORDER      -  FIRST     CLASS II
 JM0308
 JM0308.The horizontal coordinates were scaled from a map and have
 JM0308.an estimated accuracy of +/- 6 seconds.
 JM0308
 JM0308.The orthometric height was determined by differential leveling and
 JM0308.adjusted by the NATIONAL GEODETIC SURVEY
 JM0308.in June 1991.
 JM0308
 JM0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0308.GEOID18 height accuracy estimate available here.
 JM0308
 JM0308.Click photographs - Photos may exist for this station.
 JM0308
 JM0308.The dynamic height is computed by dividing the NAVD 88
 JM0308.geopotential number by the normal gravity value computed on the
 JM0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0308.degrees latitude (g = 980.6199 gals.).
 JM0308
 JM0308.The modeled gravity was interpolated from observed gravity values.
 JM0308
 JM0308;                    North         East    Units  Estimated Accuracy
 JM0308;SPC UT C     - 2,032,900.      663,650.      MT  (+/- 180 meters Scaled)
 JM0308
 JM0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH200748(NAD 83)
 JM0308
 JM0308                          SUPERSEDED SURVEY CONTROL
 JM0308
 JM0308  NGVD 29 (??/??/92) 1255.841  (m)         4120.21   (f) ADJ UNCH    1 2
 JM0308
 JM0308.Superseded values are not recommended for survey control.
 JM0308
 JM0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0308.See file dsdata.pdf to determine how the superseded data were derived.
 JM0308
 JM0308_MARKER: DB = BENCH MARK DISK
 JM0308_SETTING: 66 = SET IN ROCK OUTCROP
 JM0308_STAMPING: 4120.205 K 19 1933
 JM0308_MARK LOGO: CGS
 JM0308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0308+STABILITY: POSITION/ELEVATION WELL
 JM0308
 JM0308  HISTORY     - Date     Condition        Report By
 JM0308  HISTORY     - 1933     MONUMENTED       CGS
 JM0308  HISTORY     - 1959     MARK NOT FOUND   USGS
 JM0308  HISTORY     - 20091122 MARK NOT FOUND   GEOCAC
 JM0308
 JM0308                          STATION DESCRIPTION
 JM0308
 JM0308'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JM0308'5.7 MI N FROM MOAB.
 JM0308'5.7 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT MOAB,
 JM0308'GRAND COUNTY, 3.1 MILES NORTHWEST OF THE COLORADO RIVER BRIDGE, AT A
 JM0308'NARROW PLACE IN THE CANYON WHERE THE HIGHWAY PASSES BETWEEN TWO CLIFFS
 JM0308'100 FEET HIGH, NEAR THE SOUTHWEST END OF ONE CLIFF, 25 FEET SOUTH OF
 JM0308'THE CENTERLINE OF THE HIGHWAY, IN BEDROCK 2 FEET HIGHER THAN THE
 JM0308'HIGHWAY.  A STANDARD DISK, STAMPED 4120.205 K 19 1933.
 JM0308
 JM0308                          STATION RECOVERY (2009)
 JM0308
 JM0308'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0308'CLIFF HAS BEEN CUT BACK FOR ROAD WIDENING PROJECTS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0006 ***********************************************************************
 LP0006  DESIGNATION -  K 2
 LP0006  PID         -  LP0006
 LP0006  STATE/COUNTY-  UT/TOOELE
 LP0006  COUNTRY     -  US
 LP0006  USGS QUAD   -  MILLS JUNCTION (2017)
 LP0006
 LP0006                         *CURRENT SURVEY CONTROL
 LP0006  ______________________________________________________________________
 LP0006* NAD 83(1986) POSITION- 40 40 53.0    (N) 112 15 01.4    (W)   HD_HELD2
 LP0006* NAVD 88 ORTHO HEIGHT -  1325.413 (meters)     4348.46  (feet) ADJUSTED
 LP0006  ______________________________________________________________________
 LP0006  GEOID HEIGHT    -        -17.277 (meters)                     GEOID18
 LP0006  DYNAMIC HEIGHT  -       1324.385 (meters)     4345.09  (feet) COMP
 LP0006  MODELED GRAVITY -    979,803.2   (mgal)                       NAVD 88
 LP0006
 LP0006  VERT ORDER      -  FIRST     CLASS I
 LP0006
 LP0006.The horizontal coordinates were established by autonomous hand held GPS
 LP0006.observations and have an estimated accuracy of +/- 10 meters.
 LP0006
 LP0006.The orthometric height was determined by differential leveling and
 LP0006.adjusted by the NATIONAL GEODETIC SURVEY
 LP0006.in June 1991.
 LP0006
 LP0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0006.GEOID18 height accuracy estimate available here.
 LP0006
 LP0006.Click photographs - Photos may exist for this station.
 LP0006
 LP0006.The dynamic height is computed by dividing the NAVD 88
 LP0006.geopotential number by the normal gravity value computed on the
 LP0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0006.degrees latitude (g = 980.6199 gals.).
 LP0006
 LP0006.The modeled gravity was interpolated from observed gravity values.
 LP0006
 LP0006;                    North         East    Units  Estimated Accuracy
 LP0006;SPC UT C     - 2,260,955.      436,563.      MT  (+/- 10 meters HH2 GPS)
 LP0006
 LP0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL9433404140(NAD 83)
 LP0006
 LP0006                          SUPERSEDED SURVEY CONTROL
 LP0006
 LP0006  NGVD 29 (??/??/92) 1324.387  (m)         4345.09   (f) ADJ UNCH    1 1
 LP0006
 LP0006.Superseded values are not recommended for survey control.
 LP0006
 LP0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0006.See file dsdata.pdf to determine how the superseded data were derived.
 LP0006
 LP0006_MARKER: B = BOLT
 LP0006_SETTING: 66 = SET IN ROCK OUTCROP
 LP0006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0006+STABILITY: POSITION/ELEVATION WELL
 LP0006
 LP0006  HISTORY     - Date     Condition        Report By
 LP0006  HISTORY     - 1908     MONUMENTED       CGS
 LP0006  HISTORY     - 1934     GOOD             CGS
 LP0006  HISTORY     - 1970     GOOD             NGS
 LP0006
 LP0006                          STATION DESCRIPTION
 LP0006
 LP0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0006'1 MI N FROM MORRIS.
 LP0006'ABOUT 1 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM MORRIS,
 LP0006'TOOELE COUNTY, AT MILEAGE 761+.45, ABOUT 90 YARDS NORTH OF CULVERT
 LP0006'761.40, ABOUT 56 FEET EAST OF THE CENTER LINE OF THE TRACK, ABOUT 58
 LP0006'PACES SOUTH OF A FENCE CORNER, ABOUT 6 FEET EAST OF THE WIRE FENCE, ON
 LP0006'THE SLOPING SURFACE OF A LARGE ROCK MARKED US, ABOUT 1.5 FEET FROM THE
 LP0006'SOUTH EDGE OF THE ROCK, ABOUT 1.2 FEET FROM THE EAST EDGE, AND ABOUT 6
 LP0006'INCHES LOWER THAN THE HIGHEST POINT OF THE ROCK.  A CROSS CUT ON THE
 LP0006'TOP OF A COPPER BOLT SET IN LEAD.
 LP0006
 LP0006                          STATION RECOVERY (1970)
 LP0006
 LP0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LP0006'0.5 MILE NORTH ALONG 9180 WEST STREET FROM WEBSTER SCHOOL AT MAGNA,
 LP0006'THENCE 5.4 MILES WEST ALONG U.S. HIGHWAYS 40 AND 50 ALTERNATE, THENCE
 LP0006'4.7 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD, 0.2 MILE NORTH OF A
 LP0006'ROAD CROSSING AND TRAMWAY BUILDING, 106 FEET EAST-SOUTHEAST OF AND
 LP0006'ACROSS THE TRACK FROM THE SECOND POLE SOUTH OF MILE POST 761.50, 53.2
 LP0006'FEET EAST OF THE EAST RAIL, 6.0 FEET EAST OF THE FENCE, 1.6 FEET SOUTH
 LP0006'OF A WITNESS POST, A COPPER BOLT LEADED IN THE SLOPING SURFACE OF A 4
 LP0006'X 6-FOOT EMBEDDED BOULDER, ABOUT LEVEL WITH THE TRACK.  THE LETTERS US
 LP0006'ARE CUT IN THE FACE OF THE ROCK.  SEC 1, T 4 W, R 2S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0233 ***********************************************************************
 JM0233  DESIGNATION -  K 20
 JM0233  PID         -  JM0233
 JM0233  STATE/COUNTY-  UT/SAN JUAN
 JM0233  COUNTRY     -  US
 JM0233  USGS QUAD   -  LA SAL JUNCTION (2017)
 JM0233
 JM0233                         *CURRENT SURVEY CONTROL
 JM0233  ______________________________________________________________________
 JM0233* NAD 83(1986) POSITION- 38 21 37.     (N) 109 25 48.     (W)   SCALED
 JM0233* NAVD 88 ORTHO HEIGHT -  1614.535 (meters)     5297.02  (feet) ADJUSTED
 JM0233  ______________________________________________________________________
 JM0233  GEOID HEIGHT    -        -19.166 (meters)                     GEOID18
 JM0233  DYNAMIC HEIGHT  -       1612.813 (meters)     5291.37  (feet) COMP
 JM0233  MODELED GRAVITY -    979,506.0   (mgal)                       NAVD 88
 JM0233
 JM0233  VERT ORDER      -  FIRST     CLASS II
 JM0233
 JM0233.The horizontal coordinates were scaled from a map and have
 JM0233.an estimated accuracy of +/- 6 seconds.
 JM0233
 JM0233.The orthometric height was determined by differential leveling and
 JM0233.adjusted by the NATIONAL GEODETIC SURVEY
 JM0233.in June 1991.
 JM0233
 JM0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0233.GEOID18 height accuracy estimate available here.
 JM0233
 JM0233.Click photographs - Photos may exist for this station.
 JM0233
 JM0233.The dynamic height is computed by dividing the NAVD 88
 JM0233.geopotential number by the normal gravity value computed on the
 JM0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0233.degrees latitude (g = 980.6199 gals.).
 JM0233
 JM0233.The modeled gravity was interpolated from observed gravity values.
 JM0233
 JM0233;                    North         East    Units  Estimated Accuracy
 JM0233;SPC UT S     - 3,189,970.      680,910.      MT  (+/- 180 meters Scaled)
 JM0233
 JM0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH371469(NAD 83)
 JM0233
 JM0233                          SUPERSEDED SURVEY CONTROL
 JM0233
 JM0233  NGVD 29 (??/??/92) 1613.525  (m)         5293.71   (f) ADJ UNCH    1 2
 JM0233
 JM0233.Superseded values are not recommended for survey control.
 JM0233
 JM0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0233.See file dsdata.pdf to determine how the superseded data were derived.
 JM0233
 JM0233_MARKER: DB = BENCH MARK DISK
 JM0233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JM0233_SP_SET: HUB GUARD
 JM0233_STAMPING: K 20 1933
 JM0233_MARK LOGO: CGS
 JM0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JM0233
 JM0233  HISTORY     - Date     Condition        Report By
 JM0233  HISTORY     - 1933     MONUMENTED       CGS
 JM0233  HISTORY     - 20091217 MARK NOT FOUND   GEOCAC
 JM0233
 JM0233                          STATION DESCRIPTION
 JM0233
 JM0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JM0233'19.3 MI SE FROM MOAB.
 JM0233'19.3 MILES SOUTH EAST OF COURT HOUSE ALONG HIGHWAY.  AT BIG MULE SHOE
 JM0233'ON 45 FOOT I-BEAM BRIDGE ON THE NORTH END OF WEST HUBGUARD.
 JM0233
 JM0233                          STATION RECOVERY (2009)
 JM0233
 JM0233'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0233'ABUTMENT AND APPROACH FILL SEEN, BUT THE BRIDGE STRUCTURE HAS BEEN
 JM0233'REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0234 ***********************************************************************
 JM0234  DESIGNATION -  K 20 RESET
 JM0234  PID         -  JM0234
 JM0234  STATE/COUNTY-  UT/SAN JUAN
 JM0234  COUNTRY     -  US
 JM0234  USGS QUAD   -  LA SAL JUNCTION (2017)
 JM0234
 JM0234                         *CURRENT SURVEY CONTROL
 JM0234  ______________________________________________________________________
 JM0234* NAD 83(1986) POSITION- 38 21 37.0    (N) 109 25 49.2    (W)   HD_HELD2
 JM0234* NAVD 88 ORTHO HEIGHT -  1613.39  (+/-2cm)     5293.3   (feet) VERTCON3
 JM0234  ______________________________________________________________________
 JM0234  GEOID HEIGHT    -        -19.167 (meters)                     GEOID18
 JM0234  VERT ORDER      -  THIRD (See Below)
 JM0234
 JM0234.The horizontal coordinates were established by autonomous hand held GPS
 JM0234.observations and have an estimated accuracy of +/- 10 meters.
 JM0234
 JM0234.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0234
 JM0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0234.GEOID18 height accuracy estimate available here.
 JM0234
 JM0234.The vertical order pertains to the NGVD 29 superseded value.
 JM0234
 JM0234.Click photographs - Photos may exist for this station.
 JM0234
 JM0234;                    North         East    Units  Estimated Accuracy
 JM0234;SPC UT S     - 3,189,971.      680,877.      MT  (+/- 10 meters HH2 GPS)
 JM0234
 JM0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH3713946955(NAD 83)
 JM0234
 JM0234                          SUPERSEDED SURVEY CONTROL
 JM0234
 JM0234  NGVD 29 (??/??/??) 1612.37   (m)         5289.9    (f) RESET       3  
 JM0234
 JM0234.Superseded values are not recommended for survey control.
 JM0234
 JM0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0234.See file dsdata.pdf to determine how the superseded data were derived.
 JM0234
 JM0234_MARKER: DB = BENCH MARK DISK
 JM0234_SETTING: 66 = SET IN ROCK OUTCROP
 JM0234_STAMPING: K 20 RESET 1941
 JM0234_MARK LOGO: CGS
 JM0234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0234+STABILITY: POSITION/ELEVATION WELL
 JM0234
 JM0234  HISTORY     - Date     Condition        Report By
 JM0234  HISTORY     - 1941     MONUMENTED       CGS
 JM0234  HISTORY     - 1954     GOOD             CGS
 JM0234  HISTORY     - 20091217 GOOD             GEOCAC
 JM0234
 JM0234                          STATION DESCRIPTION
 JM0234
 JM0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JM0234'19.3 MI SE FROM MOAB.
 JM0234'IN SAN JUAN COUNTY, 19.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 160 FROM
 JM0234'THE COURTHOUSE AT MOAB, GRAND COUNTY, AT BIG MULE SHOE, 850 FEET EAST
 JM0234'OF THE HIGHWAY UPSTREAM FROM THE CROSSING OF BIG MULE SHOE WASH, 75
 JM0234'FEET FROM A PARTIALLY DEMOLISHED BRIDGE AND IN THE TOP OF A SANDSTONE
 JM0234'OUTCROP.  A STANDARD DISK, STAMPED K 20 RESET 1941.  NOTE-- HIGHWAY
 JM0234'450 HAS BEEN REPLACED BY HIGHWAY 160.  OLD HIGHWAY CAN BE REACHED BY
 JM0234'TURNING EAST AT A POINT 2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 160
 JM0234'FROM THE COURTHOUSE AT MOAB, GRAND COUNTY.
 JM0234
 JM0234                          STATION RECOVERY (2009)
 JM0234
 JM0234'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0234'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0263 ***********************************************************************
 JM0263  DESIGNATION -  K 21
 JM0263  PID         -  JM0263
 JM0263  STATE/COUNTY-  UT/SAN JUAN
 JM0263  COUNTRY     -  US
 JM0263  USGS QUAD   -  CHURCH ROCK (2017)
 JM0263
 JM0263                         *CURRENT SURVEY CONTROL
 JM0263  ______________________________________________________________________
 JM0263* NAD 83(1986) POSITION- 38 00 31.     (N) 109 21 07.     (W)   SCALED
 JM0263* NAVD 88 ORTHO HEIGHT -  1908.974 (meters)     6263.03  (feet) ADJUSTED
 JM0263  ______________________________________________________________________
 JM0263  GEOID HEIGHT    -        -18.758 (meters)                     GEOID18
 JM0263  DYNAMIC HEIGHT  -       1906.772 (meters)     6255.80  (feet) COMP
 JM0263  MODELED GRAVITY -    979,407.9   (mgal)                       NAVD 88
 JM0263
 JM0263  VERT ORDER      -  FIRST     CLASS II
 JM0263
 JM0263.The horizontal coordinates were scaled from a map and have
 JM0263.an estimated accuracy of +/- 6 seconds.
 JM0263
 JM0263.The orthometric height was determined by differential leveling and
 JM0263.adjusted by the NATIONAL GEODETIC SURVEY
 JM0263.in June 1991.
 JM0263
 JM0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0263.GEOID18 height accuracy estimate available here.
 JM0263
 JM0263.Click photographs - Photos may exist for this station.
 JM0263
 JM0263.The dynamic height is computed by dividing the NAVD 88
 JM0263.geopotential number by the normal gravity value computed on the
 JM0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0263.degrees latitude (g = 980.6199 gals.).
 JM0263
 JM0263.The modeled gravity was interpolated from observed gravity values.
 JM0263
 JM0263;                    North         East    Units  Estimated Accuracy
 JM0263;SPC UT S     - 3,151,100.      688,620.      MT  (+/- 180 meters Scaled)
 JM0263
 JM0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH446080(NAD 83)
 JM0263
 JM0263                          SUPERSEDED SURVEY CONTROL
 JM0263
 JM0263  NGVD 29 (??/??/92) 1907.872  (m)         6259.41   (f) ADJ UNCH    1 2
 JM0263
 JM0263.Superseded values are not recommended for survey control.
 JM0263
 JM0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0263.See file dsdata.pdf to determine how the superseded data were derived.
 JM0263
 JM0263_MARKER: DB = BENCH MARK DISK
 JM0263_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JM0263_SP_SET: CULVERT HEADWALL
 JM0263_STAMPING: 6259.410 K 21 1933
 JM0263_MARK LOGO: CGS
 JM0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0263+STABILITY: SURFACE MOTION
 JM0263
 JM0263  HISTORY     - Date     Condition        Report By
 JM0263  HISTORY     - 1933     MONUMENTED       CGS
 JM0263  HISTORY     - 1954     MARK NOT FOUND   CGS
 JM0263
 JM0263                          STATION DESCRIPTION
 JM0263
 JM0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JM0263'9.9 MI N FROM MONTICELLO.
 JM0263'9.9 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 JM0263'MONTICELLO, SAN JUAN COUNTY, AT THE SOUTH END OF A HIGH CUT IN RED
 JM0263'SANDSTONE AND SHALE, 115 FEET NORTH OF A 3-POST GUARD RAIL ON THE EAST
 JM0263'SIDE OF THE HIGHWAY, AT AN 18-INCH CULVERT, AND IN THE TOP OF THE
 JM0263'NORTH END OF THE WEST HEADWALL.  A STANDARD DISK, STAMPED 6259.410 K
 JM0263'21 1933.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0169 ***********************************************************************
 HM0169  DESIGNATION -  K 22
 HM0169  PID         -  HM0169
 HM0169  STATE/COUNTY-  UT/SAN JUAN
 HM0169  COUNTRY     -  US
 HM0169  USGS QUAD   -  BLANDING NORTH (2017)
 HM0169
 HM0169                         *CURRENT SURVEY CONTROL
 HM0169  ______________________________________________________________________
 HM0169* NAD 83(1986) POSITION- 37 40 05.     (N) 109 26 19.     (W)   SCALED
 HM0169* NAVD 88 ORTHO HEIGHT -  1835.479 (meters)     6021.90  (feet) ADJUSTED
 HM0169  ______________________________________________________________________
 HM0169  GEOID HEIGHT    -        -19.632 (meters)                     GEOID18
 HM0169  DYNAMIC HEIGHT  -       1833.325 (meters)     6014.83  (feet) COMP
 HM0169  MODELED GRAVITY -    979,391.6   (mgal)                       NAVD 88
 HM0169
 HM0169  VERT ORDER      -  FIRST     CLASS II
 HM0169
 HM0169.The horizontal coordinates were scaled from a map and have
 HM0169.an estimated accuracy of +/- 6 seconds.
 HM0169
 HM0169.The orthometric height was determined by differential leveling and
 HM0169.adjusted by the NATIONAL GEODETIC SURVEY
 HM0169.in June 1991.
 HM0169
 HM0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0169.GEOID18 height accuracy estimate available here.
 HM0169
 HM0169.Click photographs - Photos may exist for this station.
 HM0169
 HM0169.The dynamic height is computed by dividing the NAVD 88
 HM0169.geopotential number by the normal gravity value computed on the
 HM0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0169.degrees latitude (g = 980.6199 gals.).
 HM0169
 HM0169.The modeled gravity was interpolated from observed gravity values.
 HM0169
 HM0169;                    North         East    Units  Estimated Accuracy
 HM0169;SPC UT S     - 3,113,140.      681,850.      MT  (+/- 180 meters Scaled)
 HM0169
 HM0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG377701(NAD 83)
 HM0169
 HM0169                          SUPERSEDED SURVEY CONTROL
 HM0169
 HM0169  NGVD 29 (??/??/92) 1834.394  (m)         6018.34   (f) ADJ UNCH    1 2
 HM0169
 HM0169.Superseded values are not recommended for survey control.
 HM0169
 HM0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0169.See file dsdata.pdf to determine how the superseded data were derived.
 HM0169
 HM0169_MARKER: DB = BENCH MARK DISK
 HM0169_SETTING: 66 = SET IN ROCK OUTCROP
 HM0169_STAMPING: 6018.341 K 22 1933
 HM0169_MARK LOGO: CGS
 HM0169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0169+STABILITY: POSITION/ELEVATION WELL
 HM0169
 HM0169  HISTORY     - Date     Condition        Report By
 HM0169  HISTORY     - 1933     MONUMENTED       CGS
 HM0169  HISTORY     - 1934     GOOD             CGS
 HM0169
 HM0169                          STATION DESCRIPTION
 HM0169
 HM0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0169'4.4 MI NE FROM BLANDING.
 HM0169'4.4 MILES NORTHEAST ALONG STATE HIGHWAY 47 FROM THE HIGH SCHOOL AT
 HM0169'BLANDING, SAN JUAN COUNTY, AT RECAPTURE CANYON, 510 FEET EAST OF A
 HM0169'110-FOOT WOODEN BRIDGE, 50 FEET NORTHWEST OF A LARGE PROMINENT
 HM0169'SANDSTONE OUTCROP 20 FEET HIGH, 35 FEET NORTH OF THE CENTERLINE OF THE
 HM0169'HIGHWAY, AND IN THE TOP OF THE SOUTH END OF A SANDSTONE OUTCROP. A
 HM0169'STANDARD DISK, STAMPED 6018.341 K 22 1933.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0236 ***********************************************************************
 HM0236  DESIGNATION -  K 23
 HM0236  PID         -  HM0236
 HM0236  STATE/COUNTY-  UT/SAN JUAN
 HM0236  COUNTRY     -  US
 HM0236  USGS QUAD   -  BLUFF (2017)
 HM0236
 HM0236                         *CURRENT SURVEY CONTROL
 HM0236  ______________________________________________________________________
 HM0236* NAD 83(1986) POSITION- 37 18 22.     (N) 109 31 44.     (W)   SCALED
 HM0236* NAVD 88 ORTHO HEIGHT -  1419.483 (meters)     4657.09  (feet) ADJUSTED
 HM0236  ______________________________________________________________________
 HM0236  GEOID HEIGHT    -        -20.881 (meters)                     GEOID18
 HM0236  DYNAMIC HEIGHT  -       1417.894 (meters)     4651.87  (feet) COMP
 HM0236  MODELED GRAVITY -    979,461.9   (mgal)                       NAVD 88
 HM0236
 HM0236  VERT ORDER      -  FIRST     CLASS II
 HM0236
 HM0236.The horizontal coordinates were scaled from a map and have
 HM0236.an estimated accuracy of +/- 6 seconds.
 HM0236
 HM0236.The orthometric height was determined by differential leveling and
 HM0236.adjusted by the NATIONAL GEODETIC SURVEY
 HM0236.in June 1991.
 HM0236
 HM0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0236.GEOID18 height accuracy estimate available here.
 HM0236
 HM0236.Click photographs - Photos may exist for this station.
 HM0236
 HM0236.The dynamic height is computed by dividing the NAVD 88
 HM0236.geopotential number by the normal gravity value computed on the
 HM0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0236.degrees latitude (g = 980.6199 gals.).
 HM0236
 HM0236.The modeled gravity was interpolated from observed gravity values.
 HM0236
 HM0236;                    North         East    Units  Estimated Accuracy
 HM0236;SPC UT S     - 3,072,810.      674,730.      MT  (+/- 180 meters Scaled)
 HM0236
 HM0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG303298(NAD 83)
 HM0236
 HM0236                          SUPERSEDED SURVEY CONTROL
 HM0236
 HM0236  NGVD 29 (??/??/92) 1418.534  (m)         4653.97   (f) ADJ UNCH    1 2
 HM0236
 HM0236.Superseded values are not recommended for survey control.
 HM0236
 HM0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0236.See file dsdata.pdf to determine how the superseded data were derived.
 HM0236
 HM0236_MARKER: DD = SURVEY DISK
 HM0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0236_STAMPING: 4653.974 K 23 1933
 HM0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0236+STABILITY: SURFACE MOTION
 HM0236
 HM0236  HISTORY     - Date     Condition        Report By
 HM0236  HISTORY     - 1933     MONUMENTED       CGS
 HM0236  HISTORY     - 1961     MARK NOT FOUND   USGS
 HM0236  HISTORY     - 1983     MARK NOT FOUND   NGS
 HM0236
 HM0236                          STATION DESCRIPTION
 HM0236
 HM0236'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 HM0236'2.1 MI N FROM BLUFF.
 HM0236'2.1 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT BLUFF
 HM0236'SAN JUAN COUNTY, ON THE SOUTH SLOPE OF A LONG HILL, JUST NORTH OF A
 HM0236'LARGE CURVE, 35 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 HM0236'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED 4653.974 K 23 1933
 HM0236'AND SET IN THE TOP OF A CONCRETE POST.
 HM0236
 HM0236                          STATION RECOVERY (1983)
 HM0236
 HM0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0236'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0110 ***********************************************************************
 JO0110  DESIGNATION -  K 231
 JO0110  PID         -  JO0110
 JO0110  STATE/COUNTY-  UT/BEAVER
 JO0110  COUNTRY     -  US
 JO0110  USGS QUAD   -  BLACK RIDGE (2017)
 JO0110
 JO0110                         *CURRENT SURVEY CONTROL
 JO0110  ______________________________________________________________________
 JO0110* NAD 83(1986) POSITION- 38 15 48.     (N) 112 30 01.     (W)   SCALED
 JO0110* NAVD 88 ORTHO HEIGHT -  2179.363 (meters)     7150.13  (feet) ADJUSTED
 JO0110  ______________________________________________________________________
 JO0110  GEOID HEIGHT    -        -19.370 (meters)                     GEOID18
 JO0110  DYNAMIC HEIGHT  -       2176.722 (meters)     7141.46  (feet) COMP
 JO0110  MODELED GRAVITY -    979,339.3   (mgal)                       NAVD 88
 JO0110
 JO0110  VERT ORDER      -  SECOND    CLASS 0
 JO0110
 JO0110.The horizontal coordinates were scaled from a map and have
 JO0110.an estimated accuracy of +/- 6 seconds.
 JO0110
 JO0110.The orthometric height was determined by differential leveling and
 JO0110.adjusted by the NATIONAL GEODETIC SURVEY
 JO0110.in June 1991.
 JO0110
 JO0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0110.GEOID18 height accuracy estimate available here.
 JO0110
 JO0110.Click photographs - Photos may exist for this station.
 JO0110
 JO0110.The dynamic height is computed by dividing the NAVD 88
 JO0110.geopotential number by the normal gravity value computed on the
 JO0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0110.degrees latitude (g = 980.6199 gals.).
 JO0110
 JO0110.The modeled gravity was interpolated from observed gravity values.
 JO0110
 JO0110;                    North         East    Units  Estimated Accuracy
 JO0110;SPC UT S     - 3,177,680.      412,460.      MT  (+/- 180 meters Scaled)
 JO0110
 JO0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH687360(NAD 83)
 JO0110
 JO0110                          SUPERSEDED SURVEY CONTROL
 JO0110
 JO0110  NGVD 29 (??/??/92) 2178.018  (m)         7145.71   (f) ADJ UNCH    2 0
 JO0110
 JO0110.Superseded values are not recommended for survey control.
 JO0110
 JO0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0110.See file dsdata.pdf to determine how the superseded data were derived.
 JO0110
 JO0110_MARKER: DB = BENCH MARK DISK
 JO0110_SETTING: 66 = SET IN ROCK OUTCROP
 JO0110_STAMPING: K 231 1935
 JO0110_MARK LOGO: CGS
 JO0110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0110+STABILITY: POSITION/ELEVATION WELL
 JO0110
 JO0110  HISTORY     - Date     Condition        Report By
 JO0110  HISTORY     - 1935     MONUMENTED       CGS
 JO0110  HISTORY     - 1975     MARK NOT FOUND   USGS
 JO0110
 JO0110                          STATION DESCRIPTION
 JO0110
 JO0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0110'10.2 MI E FROM BEAVER.
 JO0110'ABOUT 10.2 MILES EAST ALONG STATE HIGHWAY 21 FROM BEAVER, BEAVER
 JO0110'COUNTY, AOBUT 120 FEET WEST OF A CURVE, 46 FEET SOUTH OF THE CENTER
 JO0110'LINE OF THE HIGHWAY, 42 FEET NORTH OF THE CENTER LINE OF A SMALL
 JO0110'CREEK, 38 FEET SOUTH OF A ROW OF POLES, AND SET IN THE TOP OF A STONE
 JO0110'LEDGE.  A STANDARD DISK, STAMPED K 231 1935.
 JO0110
 JO0110                          STATION RECOVERY (1975)
 JO0110
 JO0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0110'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0135 ***********************************************************************
 JO0135  DESIGNATION -  K 232
 JO0135  PID         -  JO0135
 JO0135  STATE/COUNTY-  UT/PIUTE
 JO0135  COUNTRY     -  US
 JO0135  USGS QUAD   -  DELANO PEAK (2017)
 JO0135
 JO0135                         *CURRENT SURVEY CONTROL
 JO0135  ______________________________________________________________________
 JO0135* NAD 83(2011) POSITION- 38 15 40.23482(N) 112 15 22.64352(W)   ADJUSTED
 JO0135* NAD 83(2011) ELLIP HT-  1955.968 (meters)        (06/27/12)   ADJUSTED
 JO0135* NAD 83(2011) EPOCH   -  2010.00
 JO0135* NAVD 88 ORTHO HEIGHT -  1975.099 (meters)     6479.97  (feet) ADJUSTED
 JO0135  ______________________________________________________________________
 JO0135  GEOID HEIGHT    -        -19.146 (meters)                     GEOID18
 JO0135  NAD 83(2011) X  - -1,899,835.693 (meters)                     COMP
 JO0135  NAD 83(2011) Y  - -4,642,362.724 (meters)                     COMP
 JO0135  NAD 83(2011) Z  -  3,929,459.105 (meters)                     COMP
 JO0135  LAPLACE CORR    -         -8.68  (seconds)                    DEFLEC18
 JO0135  DYNAMIC HEIGHT  -       1972.793 (meters)     6472.41  (feet) COMP
 JO0135  MODELED GRAVITY -    979,391.2   (mgal)                       NAVD 88
 JO0135
 JO0135  VERT ORDER      -  SECOND    CLASS 0
 JO0135
 JO0135  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JO0135  Standards:
 JO0135         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JO0135            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JO0135  -------------------------------------------------------------------
 JO0135  NETWORK    0.65   1.22           0.30   0.22   0.62      0.06267076
 JO0135  -------------------------------------------------------------------
 JO0135  Click here for local accuracies and other accuracy information.
 JO0135
 JO0135.The horizontal coordinates were established by GPS observations
 JO0135.and adjusted by the National Geodetic Survey in June 2012.
 JO0135
 JO0135.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JO0135.been affixed to the stable North American tectonic plate. See 
 JO0135.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JO0135
 JO0135.The horizontal coordinates are valid at the epoch date displayed above
 JO0135.which is a decimal equivalence of Year/Month/Day.
 JO0135
 JO0135.The orthometric height was determined by differential leveling and
 JO0135.adjusted by the NATIONAL GEODETIC SURVEY
 JO0135.in June 1991.
 JO0135
 JO0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0135.GEOID18 height accuracy estimate available here.
 JO0135
 JO0135.Click photographs - Photos may exist for this station.
 JO0135
 JO0135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JO0135
 JO0135.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0135
 JO0135.The ellipsoidal height was determined by GPS observations
 JO0135.and is referenced to NAD 83.
 JO0135
 JO0135.The dynamic height is computed by dividing the NAVD 88
 JO0135.geopotential number by the normal gravity value computed on the
 JO0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0135.degrees latitude (g = 980.6199 gals.).
 JO0135
 JO0135.The modeled gravity was interpolated from observed gravity values.
 JO0135
 JO0135. The following values were computed from the NAD 83(2011) position.
 JO0135
 JO0135;                    North         East     Units Scale Factor Converg.
 JO0135;SPC UT S     - 3,177,236.288   433,811.133   MT  0.99998590   -0 27 48.1
 JO0135;SPC UT S     -10,423,982.72  1,423,262.03   sFT  0.99998590   -0 27 48.1
 JO0135;UTM  12      - 4,235,539.952   390,091.362   MT  0.99974877   -0 46 40.9
 JO0135
 JO0135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0135!SPC UT S     -   0.99969318  x   0.99998590  =   0.99967909
 JO0135!UTM  12      -   0.99969318  x   0.99974877  =   0.99944203
 JO0135
 JO0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH9009135539(NAD 83)
 JO0135
 JO0135                          SUPERSEDED SURVEY CONTROL
 JO0135
 JO0135  NAD 83(2007)-  38 15 40.23463(N)    112 15 22.64373(W) AD(2002.00) A
 JO0135  ELLIP H (05/07/09) 1955.965  (m)                       GP(2002.00) 3 1
 JO0135  NAD 83(1994)-  38 15 40.23431(N)    112 15 22.64314(W) AD(       ) A
 JO0135  ELLIP H (09/19/06) 1955.967  (m)                       GP(       ) 3 1
 JO0135  NAVD 88            1975.10   (m)         6480.0    (f) LEVELING    3  
 JO0135  NGVD 29 (??/??/92) 1973.834  (m)         6475.82   (f) ADJ UNCH    2 0
 JO0135
 JO0135.Superseded values are not recommended for survey control.
 JO0135
 JO0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0135.See file dsdata.pdf to determine how the superseded data were derived.
 JO0135
 JO0135_MARKER: DB = BENCH MARK DISK
 JO0135_SETTING: 66 = SET IN ROCK OUTCROP
 JO0135_STAMPING: K 232 1935
 JO0135_MARK LOGO: CGS
 JO0135_MAGNETIC: N = NO MAGNETIC MATERIAL
 JO0135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0135+STABILITY: POSITION/ELEVATION WELL
 JO0135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0135+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2006
 JO0135
 JO0135  HISTORY     - Date     Condition        Report By
 JO0135  HISTORY     - 1935     MONUMENTED       CGS
 JO0135  HISTORY     - 20060729 GOOD             SUNENG
 JO0135
 JO0135                          STATION DESCRIPTION
 JO0135
 JO0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0135'3.0 MI NW FROM JUNCTION.
 JO0135'ABOUT 3.0 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM JUNCTION, PIUTE
 JO0135'COUNTY, ABOUT 0.2 MILE WEST OF THE POINT OF A CURVE, AT THE TOP OF A
 JO0135'HILL, ABOUT 97 FEET NORTH OF THE CENTER LINE OF THE ROADWAY, AND IN
 JO0135'THE TOP OF A SANDSTONE OUTCROP.  A STANDARD DISK, STAMPED K 232 1935.
 JO0135
 JO0135                          STATION RECOVERY (2006)
 JO0135
 JO0135'RECOVERY NOTE BY SUNRISE ENGINEERING 2006 (BLC)
 JO0135'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0164 ***********************************************************************
 KN0164  DESIGNATION -  K 239
 KN0164  PID         -  KN0164
 KN0164  STATE/COUNTY-  UT/CARBON
 KN0164  COUNTRY     -  US
 KN0164  USGS QUAD   -  SCOFIELD (2017)
 KN0164
 KN0164                         *CURRENT SURVEY CONTROL
 KN0164  ______________________________________________________________________
 KN0164* NAD 83(1986) POSITION- 39 43 02.     (N) 111 09 36.     (W)   SCALED
 KN0164* NAVD 88 ORTHO HEIGHT -  2361.939 (meters)     7749.13  (feet) ADJUSTED
 KN0164  ______________________________________________________________________
 KN0164  GEOID HEIGHT    -        -15.923 (meters)                     GEOID18
 KN0164  DYNAMIC HEIGHT  -       2359.320 (meters)     7740.54  (feet) COMP
 KN0164  MODELED GRAVITY -    979,432.6   (mgal)                       NAVD 88
 KN0164
 KN0164  VERT ORDER      -  SECOND    CLASS 0
 KN0164
 KN0164.The horizontal coordinates were scaled from a map and have
 KN0164.an estimated accuracy of +/- 6 seconds.
 KN0164
 KN0164.The orthometric height was determined by differential leveling and
 KN0164.adjusted by the NATIONAL GEODETIC SURVEY
 KN0164.in June 1991.
 KN0164
 KN0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0164.GEOID18 height accuracy estimate available here.
 KN0164
 KN0164.Click photographs - Photos may exist for this station.
 KN0164
 KN0164.The dynamic height is computed by dividing the NAVD 88
 KN0164.geopotential number by the normal gravity value computed on the
 KN0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0164.degrees latitude (g = 980.6199 gals.).
 KN0164
 KN0164.The modeled gravity was interpolated from observed gravity values.
 KN0164
 KN0164;                    North         East    Units  Estimated Accuracy
 KN0164;SPC UT C     - 2,153,690.      529,150.      MT  (+/- 180 meters Scaled)
 KN0164
 KN0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ862963(NAD 83)
 KN0164
 KN0164                          SUPERSEDED SURVEY CONTROL
 KN0164
 KN0164  NGVD 29 (??/??/92) 2360.596  (m)         7744.72   (f) ADJ UNCH    2 0
 KN0164
 KN0164.Superseded values are not recommended for survey control.
 KN0164
 KN0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0164.See file dsdata.pdf to determine how the superseded data were derived.
 KN0164
 KN0164_MARKER: DB = BENCH MARK DISK
 KN0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0164_STAMPING: K 239 1935
 KN0164_MARK LOGO: CGS
 KN0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0164+STABILITY: SURFACE MOTION
 KN0164
 KN0164  HISTORY     - Date     Condition        Report By
 KN0164  HISTORY     - 1935     MONUMENTED       CGS
 KN0164
 KN0164                          STATION DESCRIPTION
 KN0164
 KN0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0164'0.7 MI S FROM SCOFIELD.
 KN0164'ABOUT 0.7 MILE SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0164'FROM SCOFIELD, CARBON COUNTY, ABOUT 2 YARDS WEST OF MILEPOST C 16,
 KN0164'ABOUT 21 FEET SOUTH OF THE CENTER OF A ROAD CROSSING, AND ABOUT 5
 KN0164'YARDS EAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 KN0164'K 239 1935 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0258 ***********************************************************************
 HM0258  DESIGNATION -  K 24
 HM0258  PID         -  HM0258
 HM0258  STATE/COUNTY-  UT/SAN JUAN
 HM0258  COUNTRY     -  US
 HM0258  USGS QUAD   -  THE GOOSENECKS (2017)
 HM0258
 HM0258                         *CURRENT SURVEY CONTROL
 HM0258  ______________________________________________________________________
 HM0258* NAD 83(1986) POSITION- 37 08 26.9    (N) 109 52 54.8    (W)   HD_HELD2
 HM0258* NAVD 88 ORTHO HEIGHT -  1306.643 (meters)     4286.88  (feet) ADJUSTED
 HM0258  ______________________________________________________________________
 HM0258  GEOID HEIGHT    -        -21.040 (meters)                     GEOID18
 HM0258  DYNAMIC HEIGHT  -       1305.189 (meters)     4282.11  (feet) COMP
 HM0258  MODELED GRAVITY -    979,473.6   (mgal)                       NAVD 88
 HM0258
 HM0258  VERT ORDER      -  FIRST     CLASS II
 HM0258
 HM0258.The horizontal coordinates were established by autonomous hand held GPS
 HM0258.observations and have an estimated accuracy of +/- 10 meters.
 HM0258
 HM0258.The orthometric height was determined by differential leveling and
 HM0258.adjusted by the NATIONAL GEODETIC SURVEY
 HM0258.in June 1991.
 HM0258
 HM0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0258.GEOID18 height accuracy estimate available here.
 HM0258
 HM0258.Click photographs - Photos may exist for this station.
 HM0258
 HM0258.The dynamic height is computed by dividing the NAVD 88
 HM0258.geopotential number by the normal gravity value computed on the
 HM0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0258.degrees latitude (g = 980.6199 gals.).
 HM0258
 HM0258.The modeled gravity was interpolated from observed gravity values.
 HM0258
 HM0258;                    North         East    Units  Estimated Accuracy
 HM0258;SPC UT S     - 3,053,865.      643,760.      MT  (+/- 10 meters HH2 GPS)
 HM0258
 HM0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG9930311077(NAD 83)
 HM0258
 HM0258                          SUPERSEDED SURVEY CONTROL
 HM0258
 HM0258  NGVD 29 (??/??/92) 1305.741  (m)         4283.92   (f) ADJ UNCH    1 2
 HM0258
 HM0258.Superseded values are not recommended for survey control.
 HM0258
 HM0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0258.See file dsdata.pdf to determine how the superseded data were derived.
 HM0258
 HM0258_MARKER: DB = BENCH MARK DISK
 HM0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0258_STAMPING: 4283.919 K 24 1933
 HM0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0258+STABILITY: SURFACE MOTION
 HM0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0258+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2010
 HM0258
 HM0258  HISTORY     - Date     Condition        Report By
 HM0258  HISTORY     - 1933     MONUMENTED       CGS
 HM0258  HISTORY     - 1934     GOOD             CGS
 HM0258  HISTORY     - 1983     MARK NOT FOUND   NGS
 HM0258  HISTORY     - 20040914 GOOD             NGS
 HM0258  HISTORY     - 20100202 GOOD             GEOCAC
 HM0258
 HM0258                          STATION DESCRIPTION
 HM0258
 HM0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0258'2.1 MI SW FROM MEXICAN HAT.
 HM0258'2.1 MILES SOUTHWEST ALONG THE ROAD TO KAYENTA FROM THE NEVILLS STONE
 HM0258'HOUSE AT MEXICAN HAT, SAN JUAN COUNTY, 1.6 MILES SOUTHWEST OF THE SAN
 HM0258'JUAN RIVER BRIDGE, NEAR THE MIDDLE OF A FLAT TOPPED KNOLL, ON THE
 HM0258'NORTHEAST SLOPE OF A HILL, 100 YARDS SOUTHWEST OF A WASH, 65 FEET
 HM0258'NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 1 FOOT HIGHER THAN THE
 HM0258'ROAD.  A STANDARD DISK, STAMPED 4283.919 K 24 1933 AND SET IN THE TOP
 HM0258'OF A CONCRETE POST.
 HM0258
 HM0258                          STATION RECOVERY (1983)
 HM0258
 HM0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0258'MARK NOT FOUND.
 HM0258
 HM0258                          STATION RECOVERY (2004)
 HM0258
 HM0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 HM0258'STATION IS LOCATED 1.2 MI SW OF MEXICAN HAT, UT, ALONG A DIRT ROAD
 HM0258'(FORMERLY UT 24 AND UT 47).  TO ACCESS FROM INTERSECTION 0.05 MI SW OF
 HM0258'US 163 BRIDGE OVER SAN JUAN RIVER, EITHER GO NW, THEN SW ALONG OLD
 HM0258'DIRT ROAD FOR 1.6 MI TO SITE ON LEFT OR GO 1.65 MI SW ON US 163 (TO
 HM0258'NGS BM T 373), THEN GO NW, THEN NE ON DIRT ROAD FOR 0.7 MI TO SITE ON
 HM0258'RIGHT.
 HM0258'STATION IS ON A SMALL, FLAT-TOPPED KNOLL AT SPLIT OF TWO TACES OF OLD
 HM0258'UT 24, ABOUT 250 FEET SW OF A DRY WASH WHICH OPENS INTO A SMALL CANYON
 HM0258'JUST NORTH OF DIRT ROAD.  STATION IS ATOP A 0.2 FOOT TALL CONCRETE
 HM0258'POST, 65 FEET NW OF SOUTHERN TRACE OF OLD UT 24.
 HM0258'THIS IS GRAVITY BASE STATION 'MEXICAN HAT,' DOD 4637, IGB 11979 , UNIV
 HM0258'OF UTAH UM-417.
 HM0258
 HM0258                          STATION RECOVERY (2010)
 HM0258
 HM0258'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HM0258'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0163 ***********************************************************************
 JN0163  DESIGNATION -  K 25
 JN0163  PID         -  JN0163
 JN0163  STATE/COUNTY-  UT/WAYNE
 JN0163  COUNTRY     -  US
 JN0163  USGS QUAD   -  GOLDEN THRONE (2017)
 JN0163
 JN0163                         *CURRENT SURVEY CONTROL
 JN0163  ______________________________________________________________________
 JN0163* NAD 83(1986) POSITION- 38 12 36.     (N) 111 11 29.     (W)   SCALED
 JN0163* NAVD 88 ORTHO HEIGHT -  1712.364 (meters)     5617.98  (feet) ADJUSTED
 JN0163  ______________________________________________________________________
 JN0163  GEOID HEIGHT    -        -19.019 (meters)                     GEOID18
 JN0163  DYNAMIC HEIGHT  -       1710.495 (meters)     5611.85  (feet) COMP
 JN0163  MODELED GRAVITY -    979,477.4   (mgal)                       NAVD 88
 JN0163
 JN0163  VERT ORDER      -  FIRST     CLASS II
 JN0163
 JN0163.The horizontal coordinates were scaled from a map and have
 JN0163.an estimated accuracy of +/- 6 seconds.
 JN0163
 JN0163.The orthometric height was determined by differential leveling and
 JN0163.adjusted by the NATIONAL GEODETIC SURVEY
 JN0163.in June 1991.
 JN0163
 JN0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0163.GEOID18 height accuracy estimate available here.
 JN0163
 JN0163.Click photographs - Photos may exist for this station.
 JN0163
 JN0163.The dynamic height is computed by dividing the NAVD 88
 JN0163.geopotential number by the normal gravity value computed on the
 JN0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0163.degrees latitude (g = 980.6199 gals.).
 JN0163
 JN0163.The modeled gravity was interpolated from observed gravity values.
 JN0163
 JN0163;                    North         East    Units  Estimated Accuracy
 JN0163;SPC UT S     - 3,171,330.      527,030.      MT  (+/- 180 meters Scaled)
 JN0163
 JN0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH832291(NAD 83)
 JN0163
 JN0163                          SUPERSEDED SURVEY CONTROL
 JN0163
 JN0163  NGVD 29 (??/??/92) 1711.220  (m)         5614.23   (f) ADJ UNCH    1 2
 JN0163
 JN0163.Superseded values are not recommended for survey control.
 JN0163
 JN0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0163.See file dsdata.pdf to determine how the superseded data were derived.
 JN0163
 JN0163_MARKER: DB = BENCH MARK DISK
 JN0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0163_STAMPING: K 25 1934
 JN0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0163+STABILITY: SURFACE MOTION
 JN0163
 JN0163  HISTORY     - Date     Condition        Report By
 JN0163  HISTORY     - 1934     MONUMENTED       CGS
 JN0163
 JN0163                          STATION DESCRIPTION
 JN0163
 JN0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0163'7.3 MI E FROM FRUITA.
 JN0163'7.3 MILES EAST ALONG STATE HIGHWAY 24 FROM FRUITA, WAYNE COUNTY, AT
 JN0163'THE WEST ENTRANCE TO CAPITOL GORGE, 80 FEET NORTH OF A DRY CREEK, 39
 JN0163'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 4 FEET HIGHER
 JN0163'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 25 1934 AND SET IN THE
 JN0163'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0132 ***********************************************************************
 KM0132  DESIGNATION -  K 26
 KM0132  PID         -  KM0132
 KM0132  STATE/COUNTY-  UT/UINTAH
 KM0132  COUNTRY     -  US
 KM0132  USGS QUAD   -  SOUTHAM CANYON (2017)
 KM0132
 KM0132                         *CURRENT SURVEY CONTROL
 KM0132  ______________________________________________________________________
 KM0132* NAD 83(1986) POSITION- 39 55 40.4    (N) 109 07 30.9    (W)   HD_HELD2
 KM0132* NAVD 88 ORTHO HEIGHT -  1776.520 (meters)     5828.47  (feet) ADJUSTED
 KM0132  ______________________________________________________________________
 KM0132  GEOID HEIGHT    -        -16.961 (meters)                     GEOID18
 KM0132  DYNAMIC HEIGHT  -       1774.843 (meters)     5822.96  (feet) COMP
 KM0132  MODELED GRAVITY -    979,619.4   (mgal)                       NAVD 88
 KM0132
 KM0132  VERT ORDER      -  FIRST     CLASS II
 KM0132
 KM0132.The horizontal coordinates were established by autonomous hand held GPS
 KM0132.observations and have an estimated accuracy of +/- 10 meters.
 KM0132
 KM0132.The orthometric height was determined by differential leveling and
 KM0132.adjusted by the NATIONAL GEODETIC SURVEY
 KM0132.in June 1991.
 KM0132
 KM0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0132.GEOID18 height accuracy estimate available here.
 KM0132
 KM0132.Click photographs - Photos may exist for this station.
 KM0132
 KM0132.The dynamic height is computed by dividing the NAVD 88
 KM0132.geopotential number by the normal gravity value computed on the
 KM0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0132.degrees latitude (g = 980.6199 gals.).
 KM0132
 KM0132.The modeled gravity was interpolated from observed gravity values.
 KM0132
 KM0132;                    North         East    Units  Estimated Accuracy
 KM0132;SPC UT C     - 2,179,720.      702,958.      MT  (+/- 10 meters HH2 GPS)
 KM0132
 KM0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK6020121436(NAD 83)
 KM0132
 KM0132                          SUPERSEDED SURVEY CONTROL
 KM0132
 KM0132  NGVD 29 (??/??/92) 1775.313  (m)         5824.51   (f) ADJ UNCH    1 2
 KM0132
 KM0132.Superseded values are not recommended for survey control.
 KM0132
 KM0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0132.See file dsdata.pdf to determine how the superseded data were derived.
 KM0132
 KM0132_MARKER: DB = BENCH MARK DISK
 KM0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0132_STAMPING: 5824.506 K 26 1933
 KM0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0132+STABILITY: SURFACE MOTION
 KM0132
 KM0132  HISTORY     - Date     Condition        Report By
 KM0132  HISTORY     - 1933     MONUMENTED       CGS
 KM0132  HISTORY     - 1956     GOOD             CGS
 KM0132
 KM0132                          STATION DESCRIPTION
 KM0132
 KM0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KM0132'5.0 MI N FROM WATSON.
 KM0132'ABOUT 5.0 MILES NORTH ALONG THE WATSON-JENSEN ROAD FROM WATSON, UINTAH
 KM0132'COUNTY, ABOUT 300 FEET WEST OF THE Y-JUNCTION OF THE MAIN ROAD TO
 KM0132'DRAGON, AT THE SUMMIT OF THE GRADE IN A SADDLEBACK, ON THE INSIDE OF A
 KM0132'CURVE, AND ABOUT 65 FEET NORTH OF THE CENTER LINE OF THE ROAD. A
 KM0132'STANDARD DISK, STAMPED 5824.506 K 26 1933 AND SET IN THE TOP OF A
 KM0132'CONCRETE POST.
 KM0132
 KM0132                          STATION RECOVERY (1956)
 KM0132
 KM0132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 KM0132'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0208 ***********************************************************************
 LN0208  DESIGNATION -  K 28
 LN0208  PID         -  LN0208
 LN0208  STATE/COUNTY-  UT/UINTAH
 LN0208  COUNTRY     -  US
 LN0208  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0208
 LN0208                         *CURRENT SURVEY CONTROL
 LN0208  ______________________________________________________________________
 LN0208* NAD 83(1986) POSITION- 40 43 59.     (N) 109 28 12.     (W)   SCALED
 LN0208* NAVD 88 ORTHO HEIGHT -  2570.443 (meters)     8433.20  (feet) ADJUSTED
 LN0208  ______________________________________________________________________
 LN0208  GEOID HEIGHT    -        -14.025 (meters)                     GEOID18
 LN0208  DYNAMIC HEIGHT  -       2567.849 (meters)     8424.68  (feet) COMP
 LN0208  MODELED GRAVITY -    979,521.3   (mgal)                       NAVD 88
 LN0208
 LN0208  VERT ORDER      -  FIRST     CLASS II
 LN0208
 LN0208.The horizontal coordinates were scaled from a map and have
 LN0208.an estimated accuracy of +/- 6 seconds.
 LN0208
 LN0208.The orthometric height was determined by differential leveling and
 LN0208.adjusted by the NATIONAL GEODETIC SURVEY
 LN0208.in June 1991.
 LN0208
 LN0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0208.GEOID18 height accuracy estimate available here.
 LN0208
 LN0208.Click photographs - Photos may exist for this station.
 LN0208
 LN0208.The dynamic height is computed by dividing the NAVD 88
 LN0208.geopotential number by the normal gravity value computed on the
 LN0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0208.degrees latitude (g = 980.6199 gals.).
 LN0208
 LN0208.The modeled gravity was interpolated from observed gravity values.
 LN0208
 LN0208;                    North         East    Units  Estimated Accuracy
 LN0208;SPC UT C     - 2,268,370.      671,470.      MT  (+/- 180 meters Scaled)
 LN0208
 LN0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL291102(NAD 83)
 LN0208
 LN0208                          SUPERSEDED SURVEY CONTROL
 LN0208
 LN0208  NGVD 29 (??/??/92) 2568.974  (m)         8428.38   (f) ADJ UNCH    1 2
 LN0208
 LN0208.Superseded values are not recommended for survey control.
 LN0208
 LN0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0208.See file dsdata.pdf to determine how the superseded data were derived.
 LN0208
 LN0208_MARKER: DB = BENCH MARK DISK
 LN0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0208_STAMPING: 8428.375 K 28 1933
 LN0208_MARK LOGO: CGS
 LN0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0208+STABILITY: SURFACE MOTION
 LN0208
 LN0208  HISTORY     - Date     Condition        Report By
 LN0208  HISTORY     - 1933     MONUMENTED       CGS
 LN0208  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0208
 LN0208                          STATION DESCRIPTION
 LN0208
 LN0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0208'28.3 MI N FROM VERNAL.
 LN0208'ABOUT 28.3 MILES NORTH ALONG STATE HIGHWAY 44 FROM VERNAL, UINTAH
 LN0208'COUNTY, ABOUT 3.0 MILES NORTH OF LITTLE BRUSH CREEK, IN PINE AND ASPEN
 LN0208'TIMBER, ON AN EAST SLOPE, ON A TANGENT, ABOUT 50 FEET SOUTH OF A
 LN0208'RIGHT-OF-WAY STAKE MARKED 28, AND ABOUT 40 FEET EAST OF THE CENTER
 LN0208'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 8428.375 K 28 1933 AND
 LN0208'SET IN THE TOP OF A CONCRETE POST.
 LN0208
 LN0208                          STATION RECOVERY (1984)
 LN0208
 LN0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0208'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0063 ***********************************************************************
 KO0063  DESIGNATION -  K 3
 KO0063  PID         -  KO0063
 KO0063  STATE/COUNTY-  UT/JUAB
 KO0063  COUNTRY     -  US
 KO0063  USGS QUAD   -  TINTIC JUNCTION (2017)
 KO0063
 KO0063                         *CURRENT SURVEY CONTROL
 KO0063  ______________________________________________________________________
 KO0063* NAD 83(1986) POSITION- 39 56 32.     (N) 112 11 43.     (W)   SCALED
 KO0063* NAVD 88 ORTHO HEIGHT -  1812.591 (meters)     5946.81  (feet) POSTED
 KO0063  ______________________________________________________________________
 KO0063  GEOID HEIGHT    -        -17.771 (meters)                     GEOID18
 KO0063  DYNAMIC HEIGHT  -       1810.85  (meters)     5941.1   (feet) COMP
 KO0063  MODELED GRAVITY -    979,600.6   (mgal)                       NAVD 88
 KO0063
 KO0063  VERT ORDER      -  * POSTED, SEE BELOW
 KO0063
 KO0063.The horizontal coordinates were scaled from a map and have
 KO0063.an estimated accuracy of +/- 6 seconds.
 KO0063
 KO0063.The orthometric height was determined by differential leveling
 KO0063.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KO0063
 KO0063.* This is a POSTED BENCH MARK height.
 KO0063
 KO0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0063.GEOID18 height accuracy estimate available here.
 KO0063
 KO0063.Click photographs - Photos may exist for this station.
 KO0063
 KO0063.The dynamic height is computed by dividing the NAVD 88
 KO0063.geopotential number by the normal gravity value computed on the
 KO0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0063.degrees latitude (g = 980.6199 gals.).
 KO0063
 KO0063.The modeled gravity was interpolated from observed gravity values.
 KO0063
 KO0063;                    North         East    Units  Estimated Accuracy
 KO0063;SPC UT C     - 2,178,850.      440,580.      MT  (+/- 180 meters Scaled)
 KO0063
 KO0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK978220(NAD 83)
 KO0063
 KO0063                          SUPERSEDED SURVEY CONTROL
 KO0063
 KO0063.No superseded survey control is available for this station.
 KO0063
 KO0063_MARKER: B = BOLT
 KO0063_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0063_SP_SET: CULVERT HEADWALL
 KO0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0063+STABILITY: SURFACE MOTION
 KO0063
 KO0063  HISTORY     - Date     Condition        Report By
 KO0063  HISTORY     - 1908     MONUMENTED       CGS
 KO0063  HISTORY     - 1949     GOOD             CGS
 KO0063  HISTORY     - 1970     MARK NOT FOUND   NGS
 KO0063  HISTORY     - 20120301 MARK NOT FOUND   GEOCAC
 KO0063
 KO0063                          STATION DESCRIPTION
 KO0063
 KO0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KO0063'IN KNIGHT.
 KO0063'AT KNIGHT, JUAB COUNTY, ON THE UNION PACIFIC RAILROAD, ABOUT 130 YARDS
 KO0063'NORTHWEST OF THE GRAIN ELEVATOR, AT CULVERT 700.59, IN THE NORTH END
 KO0063'OF THE WEST HEAD WALL, AND ABOUT 15 FEET WEST OF THE CENTER LINE OF
 KO0063'THE TRACK.  A COPPER BOLT SURROUNDED BY THE LETTERS US.
 KO0063
 KO0063                          STATION RECOVERY (1970)
 KO0063
 KO0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KO0063'MARK NOT FOUND.
 KO0063
 KO0063                          STATION RECOVERY (2012)
 KO0063
 KO0063'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 KO0063'THE CULVERT HEADWALL AT THIS LOCATION HAS BEEN CAPPED WITH CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0260 ***********************************************************************
 JN0260  DESIGNATION -  K 30
 JN0260  PID         -  JN0260
 JN0260  STATE/COUNTY-  UT/SEVIER
 JN0260  COUNTRY     -  US
 JN0260  USGS QUAD   -  BURRVILLE (2017)
 JN0260
 JN0260                         *CURRENT SURVEY CONTROL
 JN0260  ______________________________________________________________________
 JN0260* NAD 83(1986) POSITION- 38 36 49.     (N) 111 50 27.     (W)   SCALED
 JN0260* NAVD 88 ORTHO HEIGHT -  2140.266 (meters)     7021.86  (feet) ADJUSTED
 JN0260  ______________________________________________________________________
 JN0260  GEOID HEIGHT    -        -17.757 (meters)                     GEOID18
 JN0260  DYNAMIC HEIGHT  -       2137.793 (meters)     7013.74  (feet) COMP
 JN0260  MODELED GRAVITY -    979,396.1   (mgal)                       NAVD 88
 JN0260
 JN0260  VERT ORDER      -  FIRST     CLASS II
 JN0260
 JN0260.The horizontal coordinates were scaled from a map and have
 JN0260.an estimated accuracy of +/- 6 seconds.
 JN0260
 JN0260.The orthometric height was determined by differential leveling and
 JN0260.adjusted by the NATIONAL GEODETIC SURVEY
 JN0260.in June 1991.
 JN0260
 JN0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0260.GEOID18 height accuracy estimate available here.
 JN0260
 JN0260.Click photographs - Photos may exist for this station.
 JN0260
 JN0260.The dynamic height is computed by dividing the NAVD 88
 JN0260.geopotential number by the normal gravity value computed on the
 JN0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0260.degrees latitude (g = 980.6199 gals.).
 JN0260
 JN0260.The modeled gravity was interpolated from observed gravity values.
 JN0260
 JN0260;                    North         East    Units  Estimated Accuracy
 JN0260;SPC UT C     - 2,031,180.      470,310.      MT  (+/- 180 meters Scaled)
 JN0260
 JN0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH267742(NAD 83)
 JN0260
 JN0260                          SUPERSEDED SURVEY CONTROL
 JN0260
 JN0260  NGVD 29 (??/??/92) 2138.943  (m)         7017.52   (f) ADJ UNCH    1 2
 JN0260
 JN0260.Superseded values are not recommended for survey control.
 JN0260
 JN0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0260.See file dsdata.pdf to determine how the superseded data were derived.
 JN0260
 JN0260_MARKER: DB = BENCH MARK DISK
 JN0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0260_STAMPING: K 30 1934
 JN0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0260+STABILITY: SURFACE MOTION
 JN0260
 JN0260  HISTORY     - Date     Condition        Report By
 JN0260  HISTORY     - 1934     MONUMENTED       CGS
 JN0260
 JN0260                          STATION DESCRIPTION
 JN0260
 JN0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0260'20.5 MI E FROM SIGURD.
 JN0260'20.5 MILES EAST ALONG STATE HIGHWAY 24 FROM THE DENVER AND RIO GRANDE
 JN0260'WESTERN RAILROAD STATION AT SIGURD, SEVIER COUNTY, 0.5 MILE NORTHWEST
 JN0260'OF THE NORTH END OF KOOSHAREM RESERVOIR, 35 FEET SOUTH OF THE SOUTH
 JN0260'END OF A 110-FOOT CUT IN THE WEST BANK OF THE HIGHWAY, AND 45 FEET
 JN0260'WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 30
 JN0260'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0017 ***********************************************************************
 JO0017  DESIGNATION -  K 31
 JO0017  PID         -  JO0017
 JO0017  STATE/COUNTY-  UT/SEVIER
 JO0017  COUNTRY     -  US
 JO0017  USGS QUAD   -  ANTELOPE RANGE (2017)
 JO0017
 JO0017                         *CURRENT SURVEY CONTROL
 JO0017  ______________________________________________________________________
 JO0017* NAD 83(1986) POSITION- 38 36 03.     (N) 112 13 16.     (W)   SCALED
 JO0017* NAVD 88 ORTHO HEIGHT -  1662.829 (meters)     5455.46  (feet) ADJUSTED
 JO0017  ______________________________________________________________________
 JO0017  GEOID HEIGHT    -        -19.089 (meters)                     GEOID18
 JO0017  DYNAMIC HEIGHT  -       1661.015 (meters)     5449.51  (feet) COMP
 JO0017  MODELED GRAVITY -    979,479.5   (mgal)                       NAVD 88
 JO0017
 JO0017  VERT ORDER      -  FIRST     CLASS II
 JO0017
 JO0017.The horizontal coordinates were scaled from a map and have
 JO0017.an estimated accuracy of +/- 6 seconds.
 JO0017
 JO0017.The orthometric height was determined by differential leveling and
 JO0017.adjusted by the NATIONAL GEODETIC SURVEY
 JO0017.in June 1991.
 JO0017
 JO0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0017.GEOID18 height accuracy estimate available here.
 JO0017
 JO0017.Click photographs - Photos may exist for this station.
 JO0017
 JO0017.The dynamic height is computed by dividing the NAVD 88
 JO0017.geopotential number by the normal gravity value computed on the
 JO0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0017.degrees latitude (g = 980.6199 gals.).
 JO0017
 JO0017.The modeled gravity was interpolated from observed gravity values.
 JO0017
 JO0017;                    North         East    Units  Estimated Accuracy
 JO0017;SPC UT C     - 2,029,950.      437,180.      MT  (+/- 180 meters Scaled)
 JO0017
 JO0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH936731(NAD 83)
 JO0017
 JO0017                          SUPERSEDED SURVEY CONTROL
 JO0017
 JO0017  NGVD 29 (??/??/92) 1661.610  (m)         5451.47   (f) ADJ UNCH    1 2
 JO0017
 JO0017.Superseded values are not recommended for survey control.
 JO0017
 JO0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0017.See file dsdata.pdf to determine how the superseded data were derived.
 JO0017
 JO0017_MARKER: DB = BENCH MARK DISK
 JO0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0017_STAMPING: K 31 1934
 JO0017_MARK LOGO: CGS
 JO0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0017+STABILITY: SURFACE MOTION
 JO0017
 JO0017  HISTORY     - Date     Condition        Report By
 JO0017  HISTORY     - 1934     MONUMENTED       CGS
 JO0017
 JO0017                          STATION DESCRIPTION
 JO0017
 JO0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0017'2.5 MI N FROM SEVIER.
 JO0017'2.5 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JO0017'THE STATION AT SEVIER, SEVIER COUNTY, 825 FEET SOUTH OF MILEPOST 118,
 JO0017'125 FEET EAST OF A SMALL CONCRETE FARMHOUSE, 50 FEET EAST OF AN
 JO0017'IRRIGATION CANAL, 48 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 41
 JO0017'FEET NORTH OF AN EAST-AND-WEST ROAD.  A STANDARD DISK, STAMPED K 31
 JO0017'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0159 ***********************************************************************
 JO0159  DESIGNATION -  K 32
 JO0159  PID         -  JO0159
 JO0159  STATE/COUNTY-  UT/BEAVER
 JO0159  COUNTRY     -  US
 JO0159  USGS QUAD   -  BEAVER (2017)
 JO0159
 JO0159                         *CURRENT SURVEY CONTROL
 JO0159  ______________________________________________________________________
 JO0159* NAD 83(1986) POSITION- 38 16 25.     (N) 112 40 33.     (W)   SCALED
 JO0159* NAVD 88 ORTHO HEIGHT -  1770.209 (meters)     5807.76  (feet) ADJUSTED
 JO0159  ______________________________________________________________________
 JO0159  GEOID HEIGHT    -        -20.371 (meters)                     GEOID18
 JO0159  DYNAMIC HEIGHT  -       1768.201 (meters)     5801.17  (feet) COMP
 JO0159  MODELED GRAVITY -    979,432.4   (mgal)                       NAVD 88
 JO0159
 JO0159  VERT ORDER      -  FIRST     CLASS II
 JO0159
 JO0159.The horizontal coordinates were scaled from a map and have
 JO0159.an estimated accuracy of +/- 6 seconds.
 JO0159
 JO0159.The orthometric height was determined by differential leveling and
 JO0159.adjusted by the NATIONAL GEODETIC SURVEY
 JO0159.in June 1991.
 JO0159
 JO0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0159.GEOID18 height accuracy estimate available here.
 JO0159
 JO0159.Click photographs - Photos may exist for this station.
 JO0159
 JO0159.The dynamic height is computed by dividing the NAVD 88
 JO0159.geopotential number by the normal gravity value computed on the
 JO0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0159.degrees latitude (g = 980.6199 gals.).
 JO0159
 JO0159.The modeled gravity was interpolated from observed gravity values.
 JO0159
 JO0159;                    North         East    Units  Estimated Accuracy
 JO0159;SPC UT S     - 3,179,000.      397,110.      MT  (+/- 180 meters Scaled)
 JO0159
 JO0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH534375(NAD 83)
 JO0159
 JO0159                          SUPERSEDED SURVEY CONTROL
 JO0159
 JO0159  NGVD 29 (??/??/92) 1768.996  (m)         5803.78   (f) ADJ UNCH    1 2
 JO0159
 JO0159.Superseded values are not recommended for survey control.
 JO0159
 JO0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0159.See file dsdata.pdf to determine how the superseded data were derived.
 JO0159
 JO0159_MARKER: DB = BENCH MARK DISK
 JO0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0159_STAMPING: K 32 1934
 JO0159_MARK LOGO: CGS
 JO0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0159+STABILITY: SURFACE MOTION
 JO0159
 JO0159  HISTORY     - Date     Condition        Report By
 JO0159  HISTORY     - 1934     MONUMENTED       CGS
 JO0159  HISTORY     - 1960     MARK NOT FOUND   CGS
 JO0159
 JO0159                          STATION DESCRIPTION
 JO0159
 JO0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0159'2.0 MI W FROM BEAVER.
 JO0159'2.0 MILES WEST ALONG STATE HIGHWAY 21 FROM THE COURTHOUSE AT BEAVER,
 JO0159'BEAVER COUNTY, 33 FEET EAST OF TELEPHONE POLE 67, 45 FEET SOUTH OF THE
 JO0159'CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTH OF THE FENCE.  A STANDARD
 JO0159'DISK, STAMPED K 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JO0159
 JO0159                          STATION RECOVERY (1960)
 JO0159
 JO0159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JO0159'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0299 ***********************************************************************
 JO0299  DESIGNATION -  K 33
 JO0299  PID         -  JO0299
 JO0299  STATE/COUNTY-  UT/BEAVER
 JO0299  COUNTRY     -  US
 JO0299  USGS QUAD   -  FRISCO (2017)
 JO0299
 JO0299                         *CURRENT SURVEY CONTROL
 JO0299  ______________________________________________________________________
 JO0299* NAD 83(1986) POSITION- 38 26 49.     (N) 113 20 09.     (W)   SCALED
 JO0299* NAVD 88 ORTHO HEIGHT -  1607.201 (meters)     5272.96  (feet) ADJUSTED
 JO0299  ______________________________________________________________________
 JO0299  GEOID HEIGHT    -        -21.090 (meters)                     GEOID18
 JO0299  DYNAMIC HEIGHT  -       1605.506 (meters)     5267.40  (feet) COMP
 JO0299  MODELED GRAVITY -    979,518.0   (mgal)                       NAVD 88
 JO0299
 JO0299  VERT ORDER      -  FIRST     CLASS II
 JO0299
 JO0299.The horizontal coordinates were scaled from a map and have
 JO0299.an estimated accuracy of +/- 6 seconds.
 JO0299
 JO0299.The orthometric height was determined by differential leveling and
 JO0299.adjusted by the NATIONAL GEODETIC SURVEY
 JO0299.in June 1991.
 JO0299
 JO0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0299.GEOID18 height accuracy estimate available here.
 JO0299
 JO0299.Click photographs - Photos may exist for this station.
 JO0299
 JO0299.The dynamic height is computed by dividing the NAVD 88
 JO0299.geopotential number by the normal gravity value computed on the
 JO0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0299.degrees latitude (g = 980.6199 gals.).
 JO0299
 JO0299.The modeled gravity was interpolated from observed gravity values.
 JO0299
 JO0299;                    North         East    Units  Estimated Accuracy
 JO0299;SPC UT S     - 3,199,160.      339,750.      MT  (+/- 180 meters Scaled)
 JO0299
 JO0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH961579(NAD 83)
 JO0299
 JO0299                          SUPERSEDED SURVEY CONTROL
 JO0299
 JO0299  NGVD 29 (??/??/92) 1606.058  (m)         5269.21   (f) ADJ UNCH    1 2
 JO0299
 JO0299.Superseded values are not recommended for survey control.
 JO0299
 JO0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0299.See file dsdata.pdf to determine how the superseded data were derived.
 JO0299
 JO0299_MARKER: DB = BENCH MARK DISK
 JO0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0299_STAMPING: K 33 1934
 JO0299_MARK LOGO: CGS
 JO0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0299+STABILITY: SURFACE MOTION
 JO0299
 JO0299  HISTORY     - Date     Condition        Report By
 JO0299  HISTORY     - 1934     MONUMENTED       CGS
 JO0299  HISTORY     - 1958     MARK NOT FOUND   USGS
 JO0299  HISTORY     - 1960     MARK NOT FOUND   CGS
 JO0299
 JO0299                          STATION DESCRIPTION
 JO0299
 JO0299'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JO0299'22.3 MI W FROM MILFORD.
 JO0299'22.3 MILES WEST ALONG STATE HIGHWAY 21 FROM THE UNION PACIFIC RAILROAD
 JO0299'STATION AT MILFORD, BEAVER COUNTY, 0.1 MILE EAST OF A LONE CEDAR TREE,
 JO0299'60 FEET NORTH OF A SMALL DRY WASH, AND 40 FEET SOUTH OF THE CENTERLINE
 JO0299'OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 33 1934 AND SET IN THE TOP
 JO0299'OF A CONCRETE POST.  NOTE-- A ROAD GRADER HAS WORKED PAST THE DISTANCE
 JO0299'THE DESCRIPTION PLACES THE MARK FROM THE CENTER LINE OF THE HIGHWAY,
 JO0299'AND PROBABLY COVERED IT UP.
 JO0299
 JO0299                          STATION RECOVERY (1960)
 JO0299
 JO0299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JO0299'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0004 ***********************************************************************
 MS0004  DESIGNATION -  K 331
 MS0004  PID         -  MS0004
 MS0004  STATE/COUNTY-  UT/CACHE
 MS0004  COUNTRY     -  US
 MS0004  USGS QUAD   -  CUTLER DAM (2017)
 MS0004
 MS0004                         *CURRENT SURVEY CONTROL
 MS0004  ______________________________________________________________________
 MS0004* NAD 83(1986) POSITION- 41 50 58.     (N) 112 00 57.     (W)   SCALED
 MS0004* NAVD 88 ORTHO HEIGHT -  1367.520 (meters)     4486.61  (feet) ADJUSTED
 MS0004  ______________________________________________________________________
 MS0004  GEOID HEIGHT    -        -15.284 (meters)                     GEOID18
 MS0004  DYNAMIC HEIGHT  -       1366.576 (meters)     4483.51  (feet) COMP
 MS0004  MODELED GRAVITY -    979,884.9   (mgal)                       NAVD 88
 MS0004
 MS0004  VERT ORDER      -  FIRST     CLASS II
 MS0004
 MS0004.The horizontal coordinates were scaled from a map and have
 MS0004.an estimated accuracy of +/- 6 seconds.
 MS0004
 MS0004.The orthometric height was determined by differential leveling and
 MS0004.adjusted by the NATIONAL GEODETIC SURVEY
 MS0004.in June 1991.
 MS0004
 MS0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0004.GEOID18 height accuracy estimate available here.
 MS0004
 MS0004.Click photographs - Photos may exist for this station.
 MS0004
 MS0004.The dynamic height is computed by dividing the NAVD 88
 MS0004.geopotential number by the normal gravity value computed on the
 MS0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0004.degrees latitude (g = 980.6199 gals.).
 MS0004
 MS0004.The modeled gravity was interpolated from observed gravity values.
 MS0004
 MS0004;                    North         East    Units  Estimated Accuracy
 MS0004;SPC UT N     - 1,168,500.      457,160.      MT  (+/- 180 meters Scaled)
 MS0004
 MS0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM156335(NAD 83)
 MS0004
 MS0004                          SUPERSEDED SURVEY CONTROL
 MS0004
 MS0004  NGVD 29 (??/??/92) 1366.48   (m)         4483.2    (f) COMPUTED    1 2
 MS0004
 MS0004.Superseded values are not recommended for survey control.
 MS0004
 MS0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0004.See file dsdata.pdf to determine how the superseded data were derived.
 MS0004
 MS0004_MARKER: DB = BENCH MARK DISK
 MS0004_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MS0004+WITH SETTING: PAVEMENT
 MS0004_SP_SET: SEMAPHORE BASE
 MS0004_STAMPING: K 331 1937
 MS0004_MARK LOGO: CGS
 MS0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0004+STABILITY: SURFACE MOTION
 MS0004
 MS0004  HISTORY     - Date     Condition        Report By
 MS0004  HISTORY     - 1937     MONUMENTED       CGS
 MS0004  HISTORY     - 20101016 MARK NOT FOUND   GEOCAC
 MS0004
 MS0004                          STATION DESCRIPTION
 MS0004
 MS0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 MS0004'1.2 MI NW FROM CACHE JUNCTION.
 MS0004'1.2 MILES NORTHWEST OF Q.S.L.R.R. DEPOT SET IN THE CONCRETE BASE OF
 MS0004'SEMAPHORE NO. 47.7.  ABOUT 200 FEET SOUTH OF THE SOUTH BANK OF THE
 MS0004'BEAR RIVER.  38 FEET WEST BY SOUTH OF THE WESTERN MOST SWITCH STAND OF
 MS0004'CACHE JUNCTION.  10 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  12
 MS0004'POLES WEST OF MILE POLE NO. 48.
 MS0004
 MS0004                          STATION RECOVERY (2010)
 MS0004
 MS0004'RECOVERY NOTE BY GEOCACHING 2010 (JWS)
 MS0004'SEMAPHORE NO. 47.7 NOT PRESENT, THOUGH CONCRETE BASE POSSIBLY BURIED.
 MS0004'MARK PROBABLY DESTROYED. THE NEARBY MS0005 (K 331 RESET - MONUMENTED
 MS0004'1950) APPEARS TO USE THIS MARK'S ORIGINAL 1937 DISK WITH ORIGINAL
 MS0004''1937', THEN 'RESET 1950' STAMPED ON IT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0005 ***********************************************************************
 MS0005  DESIGNATION -  K 331 RESET
 MS0005  PID         -  MS0005
 MS0005  STATE/COUNTY-  UT/CACHE
 MS0005  COUNTRY     -  US
 MS0005  USGS QUAD   -  CUTLER DAM (2017)
 MS0005
 MS0005                         *CURRENT SURVEY CONTROL
 MS0005  ______________________________________________________________________
 MS0005* NAD 83(1986) POSITION- 41 50 58.7    (N) 112 00 55.2    (W)   HD_HELD2
 MS0005* NAVD 88 ORTHO HEIGHT -  1365.724 (meters)     4480.71  (feet) ADJUSTED
 MS0005  ______________________________________________________________________
 MS0005  GEOID HEIGHT    -        -15.285 (meters)                     GEOID18
 MS0005  DYNAMIC HEIGHT  -       1364.781 (meters)     4477.62  (feet) COMP
 MS0005  MODELED GRAVITY -    979,884.8   (mgal)                       NAVD 88
 MS0005
 MS0005  VERT ORDER      -  FIRST     CLASS I
 MS0005
 MS0005.The horizontal coordinates were established by autonomous hand held GPS
 MS0005.observations and have an estimated accuracy of +/- 10 meters.
 MS0005
 MS0005.The orthometric height was determined by differential leveling and
 MS0005.adjusted by the NATIONAL GEODETIC SURVEY
 MS0005.in June 1991.
 MS0005
 MS0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0005.GEOID18 height accuracy estimate available here.
 MS0005
 MS0005.Click photographs - Photos may exist for this station.
 MS0005
 MS0005.The dynamic height is computed by dividing the NAVD 88
 MS0005.geopotential number by the normal gravity value computed on the
 MS0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0005.degrees latitude (g = 980.6199 gals.).
 MS0005
 MS0005.The modeled gravity was interpolated from observed gravity values.
 MS0005
 MS0005;                    North         East    Units  Estimated Accuracy
 MS0005;SPC UT N     - 1,168,520.      457,204.      MT  (+/- 10 meters HH2 GPS)
 MS0005
 MS0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM1571433580(NAD 83)
 MS0005
 MS0005                          SUPERSEDED SURVEY CONTROL
 MS0005
 MS0005  NGVD 29 (??/??/92) 1364.702  (m)         4477.36   (f) ADJ UNCH    1 1
 MS0005
 MS0005.Superseded values are not recommended for survey control.
 MS0005
 MS0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0005.See file dsdata.pdf to determine how the superseded data were derived.
 MS0005
 MS0005_MARKER: DB = BENCH MARK DISK
 MS0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0005_STAMPING: K 331 1937 RESET 1950
 MS0005_MARK LOGO: CGS
 MS0005_PROJECTION: FLUSH
 MS0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0005+STABILITY: SURFACE MOTION
 MS0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MS0005+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2010
 MS0005
 MS0005  HISTORY     - Date     Condition        Report By
 MS0005  HISTORY     - 1950     MONUMENTED       UPRR
 MS0005  HISTORY     - 1967     GOOD             CGS
 MS0005  HISTORY     - 20101016 GOOD             GEOCAC
 MS0005
 MS0005                          STATION DESCRIPTION
 MS0005
 MS0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0005'1.2 MI NW FROM CACHE JUNCTION.
 MS0005'1.2 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MS0005'AT CACHE JUNCTION, 5 POLES EAST OF MILEPOLE 47.5, AT AN OFF-SET IN THE
 MS0005'RAILROAD RIGHT-OF-WAY FENCE, 45.9 FEET NORTH OF THE NORTH RAIL OF THE
 MS0005'MAIN TRACK, 99 FEET EAST-NORTHEAST OF THE WEST SWITCH OF CACHE
 MS0005'JUNCTION PASSING TRACK, 22 1/2 FEET NORTH OF TELEPHONE POLE 29C, 3
 MS0005'FEET EAST OF THE NORTHWEST FENCE CORNER, 1.5 FEET SOUTH OF A FENCE,
 MS0005'1.1 FEET NORTH OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE
 MS0005'TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 MS0005
 MS0005                          STATION RECOVERY (2010)
 MS0005
 MS0005'RECOVERY NOTE BY GEOCACHING 2010 (JWS)
 MS0005'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0271 ***********************************************************************
 KO0271  DESIGNATION -  K 332
 KO0271  PID         -  KO0271
 KO0271  STATE/COUNTY-  UT/MILLARD
 KO0271  COUNTRY     -  US
 KO0271  USGS QUAD   -  DELTA (2017)
 KO0271
 KO0271                         *CURRENT SURVEY CONTROL
 KO0271  ______________________________________________________________________
 KO0271* NAD 83(1986) POSITION- 39 22 01.0    (N) 112 32 44.0    (W)   HD_HELD2
 KO0271* NAVD 88 ORTHO HEIGHT -  1427.965 (meters)     4684.92  (feet) ADJUSTED
 KO0271  ______________________________________________________________________
 KO0271  GEOID HEIGHT    -        -19.373 (meters)                     GEOID18
 KO0271  DYNAMIC HEIGHT  -       1426.645 (meters)     4680.58  (feet) COMP
 KO0271  MODELED GRAVITY -    979,653.2   (mgal)                       NAVD 88
 KO0271
 KO0271  VERT ORDER      -  FIRST     CLASS I
 KO0271
 KO0271.The horizontal coordinates were established by autonomous hand held GPS
 KO0271.observations and have an estimated accuracy of +/- 10 meters.
 KO0271
 KO0271.The orthometric height was determined by differential leveling and
 KO0271.adjusted by the NATIONAL GEODETIC SURVEY
 KO0271.in June 1991.
 KO0271
 KO0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0271.GEOID18 height accuracy estimate available here.
 KO0271
 KO0271.Click photographs - Photos may exist for this station.
 KO0271
 KO0271.The dynamic height is computed by dividing the NAVD 88
 KO0271.geopotential number by the normal gravity value computed on the
 KO0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0271.degrees latitude (g = 980.6199 gals.).
 KO0271
 KO0271.The modeled gravity was interpolated from observed gravity values.
 KO0271
 KO0271;                    North         East    Units  Estimated Accuracy
 KO0271;SPC UT C     - 2,115,277.      409,905.      MT  (+/- 10 meters HH2 GPS)
 KO0271
 KO0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ6685858637(NAD 83)
 KO0271
 KO0271                          SUPERSEDED SURVEY CONTROL
 KO0271
 KO0271  NGVD 29 (??/??/92) 1426.840  (m)         4681.22   (f) ADJ UNCH    1 1
 KO0271
 KO0271.Superseded values are not recommended for survey control.
 KO0271
 KO0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0271.See file dsdata.pdf to determine how the superseded data were derived.
 KO0271
 KO0271_MARKER: DB = BENCH MARK DISK
 KO0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0271_STAMPING: K 332 1945
 KO0271_MARK LOGO: CGS
 KO0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0271+STABILITY: SURFACE MOTION
 KO0271
 KO0271  HISTORY     - Date     Condition        Report By
 KO0271  HISTORY     - 1945     MONUMENTED       CGS
 KO0271  HISTORY     - 1970     GOOD             NGS
 KO0271
 KO0271                          STATION DESCRIPTION
 KO0271
 KO0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0271'1.6 MI NE FROM DELTA.
 KO0271'1.6 MILES NORTHEAST ALONG U.S. HIGHWAY 50 AND 6 FROM THE JUNCTION OF
 KO0271'3RD EAST STREET AT DELTA, 145 FEET NORTH AND ACROSS THE HIGHWAY FROM
 KO0271'THE FIRST TELEPHONE POLE NORTHEAST OF HIGHWAY MILEPOST 91, 61 1/2 FEET
 KO0271'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 14.7 FEET NORTHWEST OF A
 KO0271'FENCE, 129 FEET NORTHEAST OF THE NORTHWEST POST SUPPORTING A CO-OP
 KO0271'SIGN, 1.4 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN
 KO0271'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 KO0271'ABOVE THE GROUND.  SEC 5, T 17S, R 6W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0360 ***********************************************************************
 MS0360  DESIGNATION -  K 334
 MS0360  PID         -  MS0360
 MS0360  STATE/COUNTY-  UT/BOX ELDER
 MS0360  COUNTRY     -  US
 MS0360  USGS QUAD   -  PIGEON MOUNTAIN (2017)
 MS0360
 MS0360                         *CURRENT SURVEY CONTROL
 MS0360  ______________________________________________________________________
 MS0360* NAD 83(1986) POSITION- 41 21 49.     (N) 113 50 45.     (W)   SCALED
 MS0360* NAVD 88 ORTHO HEIGHT -  1345.786 (meters)     4415.30  (feet) ADJUSTED
 MS0360  ______________________________________________________________________
 MS0360  GEOID HEIGHT    -        -16.782 (meters)                     GEOID18
 MS0360  DYNAMIC HEIGHT  -       1344.828 (meters)     4412.16  (feet) COMP
 MS0360  MODELED GRAVITY -    979,864.8   (mgal)                       NAVD 88
 MS0360
 MS0360  VERT ORDER      -  FIRST     CLASS II
 MS0360
 MS0360.The horizontal coordinates were scaled from a map and have
 MS0360.an estimated accuracy of +/- 6 seconds.
 MS0360
 MS0360.The orthometric height was determined by differential leveling and
 MS0360.adjusted by the NATIONAL GEODETIC SURVEY
 MS0360.in June 1991.
 MS0360
 MS0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0360.GEOID18 height accuracy estimate available here.
 MS0360
 MS0360.Click photographs - Photos may exist for this station.
 MS0360
 MS0360.The dynamic height is computed by dividing the NAVD 88
 MS0360.geopotential number by the normal gravity value computed on the
 MS0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0360.degrees latitude (g = 980.6199 gals.).
 MS0360
 MS0360.The modeled gravity was interpolated from observed gravity values.
 MS0360
 MS0360;                    North         East    Units  Estimated Accuracy
 MS0360;SPC UT N     - 1,117,060.      303,750.      MT  (+/- 180 meters Scaled)
 MS0360
 MS0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL619830(NAD 83)
 MS0360
 MS0360                          SUPERSEDED SURVEY CONTROL
 MS0360
 MS0360  NGVD 29 (??/??/92) 1344.76   (m)         4411.9    (f) COMPUTED    1 2
 MS0360
 MS0360.Superseded values are not recommended for survey control.
 MS0360
 MS0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0360.See file dsdata.pdf to determine how the superseded data were derived.
 MS0360
 MS0360_MARKER: DB = BENCH MARK DISK
 MS0360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0360_SP_SET: FOUNDATION
 MS0360_STAMPING: K 334 1945
 MS0360_MARK LOGO: CGS
 MS0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0360
 MS0360  HISTORY     - Date     Condition        Report By
 MS0360  HISTORY     - 1945     MONUMENTED       CGS
 MS0360
 MS0360                          STATION DESCRIPTION
 MS0360
 MS0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 MS0360'IN LUCIN INTERMEDIATE FIELD.
 MS0360'AT LUCIN INTERMEDIATE FIELD, BOX ELDER COUNTY, IN THE SOUTHEAST
 MS0360'FOUNDATION WALL OF THE WEATHER BUREAU STATION, 9.7 FEET NORTHEAST OF
 MS0360'THE CENTER OF THE SOUTHEAST ENTRANCE, 0.6 FOOT SOUTHWEST OF THE EAST
 MS0360'CORNER, AND 1.4 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED K 334
 MS0360'1945 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0446 ***********************************************************************
 MS0446  DESIGNATION -  K 337
 MS0446  PID         -  MS0446
 MS0446  STATE/COUNTY-  UT/BOX ELDER
 MS0446  COUNTRY     -  US
 MS0446  USGS QUAD   -  DRY CANYON MOUNTAIN (2017)
 MS0446
 MS0446                         *CURRENT SURVEY CONTROL
 MS0446  ______________________________________________________________________
 MS0446* NAD 83(1986) POSITION- 41 51 42.     (N) 113 56 49.     (W)   SCALED
 MS0446* NAVD 88 ORTHO HEIGHT -  1778.720 (meters)     5835.68  (feet) ADJUSTED
 MS0446  ______________________________________________________________________
 MS0446  GEOID HEIGHT    -        -15.175 (meters)                     GEOID18
 MS0446  DYNAMIC HEIGHT  -       1777.365 (meters)     5831.24  (feet) COMP
 MS0446  MODELED GRAVITY -    979,797.4   (mgal)                       NAVD 88
 MS0446
 MS0446  VERT ORDER      -  SECOND    CLASS 0
 MS0446
 MS0446.The horizontal coordinates were scaled from a map and have
 MS0446.an estimated accuracy of +/- 6 seconds.
 MS0446
 MS0446.The orthometric height was determined by differential leveling and
 MS0446.adjusted by the NATIONAL GEODETIC SURVEY
 MS0446.in June 1991.
 MS0446
 MS0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0446.GEOID18 height accuracy estimate available here.
 MS0446
 MS0446.Click photographs - Photos may exist for this station.
 MS0446
 MS0446.The dynamic height is computed by dividing the NAVD 88
 MS0446.geopotential number by the normal gravity value computed on the
 MS0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0446.degrees latitude (g = 980.6199 gals.).
 MS0446
 MS0446.The modeled gravity was interpolated from observed gravity values.
 MS0446
 MS0446;                    North         East    Units  Estimated Accuracy
 MS0446;SPC UT N     - 1,172,590.      296,850.      MT  (+/- 180 meters Scaled)
 MS0446
 MS0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM554386(NAD 83)
 MS0446
 MS0446                          SUPERSEDED SURVEY CONTROL
 MS0446
 MS0446  NGVD 29 (??/??/92) 1777.540  (m)         5831.81   (f) ADJ UNCH    2 0
 MS0446
 MS0446.Superseded values are not recommended for survey control.
 MS0446
 MS0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0446.See file dsdata.pdf to determine how the superseded data were derived.
 MS0446
 MS0446_MARKER: DB = BENCH MARK DISK
 MS0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0446_STAMPING: K 337 1951
 MS0446_MARK LOGO: CGS
 MS0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0446+STABILITY: SURFACE MOTION
 MS0446
 MS0446  HISTORY     - Date     Condition        Report By
 MS0446  HISTORY     - 1951     MONUMENTED       CGS
 MS0446
 MS0446                          STATION DESCRIPTION
 MS0446
 MS0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MS0446'13.8 MI N FROM GROUSE CREEK.
 MS0446'3.4 MILES NORTH, 10.4 MILES NORTHWEST, 0.4 MILE SOUTHEAST OF THE Y
 MS0446'JUNCTION OF A TRACK ROAD WHICH LEADS EAST AT A POINT WHERE ROAD
 MS0446'CROSSES A PROMINENT WASH, 0.1 MILE NORTHWEST OF A 14 INCH CORRUGATED
 MS0446'METAL PIPE CULVERT WHICH PASSES UNDER THE ROAD AT A CURVE, AT A GATE
 MS0446'IN FENCE LINE, 39.5 FEET NORTH EAST OF THE CENTER LINE OF THE ROAD,
 MS0446'5.5 FEET WEST OF THE NORTHWEST GATE POST, AND ABOUT 4 1/2 FEET HIGHER
 MS0446'THAN THE ROAD, 2.8 FEET SOUTHEAST OF A WITNESS POST, 1.6 FEET
 MS0446'SOUTHWEST OF THE FENCE, AND SET IN THE TOP OF A CONCRETE POST
 MS0446'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0476 ***********************************************************************
 MR0476  DESIGNATION -  K 338
 MR0476  PID         -  MR0476
 MR0476  STATE/COUNTY-  UT/CACHE
 MR0476  COUNTRY     -  US
 MR0476  USGS QUAD   -  TRENTON (2017)
 MR0476
 MR0476                         *CURRENT SURVEY CONTROL
 MR0476  ______________________________________________________________________
 MR0476* NAD 83(1986) POSITION- 41 57 39.     (N) 111 57 03.     (W)   SCALED
 MR0476* NAVD 88 ORTHO HEIGHT -  1365.776 (meters)     4480.88  (feet) ADJUSTED
 MR0476  ______________________________________________________________________
 MR0476  GEOID HEIGHT    -        -14.963 (meters)                     GEOID18
 MR0476  DYNAMIC HEIGHT  -       1364.823 (meters)     4477.76  (feet) COMP
 MR0476  MODELED GRAVITY -    979,877.8   (mgal)                       NAVD 88
 MR0476
 MR0476  VERT ORDER      -  FIRST     CLASS I
 MR0476
 MR0476.The horizontal coordinates were scaled from a map and have
 MR0476.an estimated accuracy of +/- 6 seconds.
 MR0476
 MR0476.The orthometric height was determined by differential leveling and
 MR0476.adjusted by the NATIONAL GEODETIC SURVEY
 MR0476.in June 1991.
 MR0476
 MR0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0476.GEOID18 height accuracy estimate available here.
 MR0476
 MR0476.Click photographs - Photos may exist for this station.
 MR0476
 MR0476.The dynamic height is computed by dividing the NAVD 88
 MR0476.geopotential number by the normal gravity value computed on the
 MR0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0476.degrees latitude (g = 980.6199 gals.).
 MR0476
 MR0476.The modeled gravity was interpolated from observed gravity values.
 MR0476
 MR0476;                    North         East    Units  Estimated Accuracy
 MR0476;SPC UT N     - 1,180,840.      462,620.      MT  (+/- 180 meters Scaled)
 MR0476
 MR0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM212458(NAD 83)
 MR0476
 MR0476                          SUPERSEDED SURVEY CONTROL
 MR0476
 MR0476  NGVD 29 (??/??/92) 1364.721  (m)         4477.42   (f) ADJ UNCH    1 1
 MR0476
 MR0476.Superseded values are not recommended for survey control.
 MR0476
 MR0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0476.See file dsdata.pdf to determine how the superseded data were derived.
 MR0476
 MR0476_MARKER: DB = BENCH MARK DISK
 MR0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0476_STAMPING: K 338 1951
 MR0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0476+STABILITY: SURFACE MOTION
 MR0476
 MR0476  HISTORY     - Date     Condition        Report By
 MR0476  HISTORY     - 1951     MONUMENTED       CGS
 MR0476  HISTORY     - 1967     GOOD             CGS
 MR0476
 MR0476                          STATION DESCRIPTION
 MR0476
 MR0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0476'3.0 MI N FROM TRENTON.
 MR0476'3.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 MR0476'STATE HIGHWAY 170 AT TRENTON, AT THE CROSSING OF A PRIVATE ROAD AND A
 MR0476'POWER LINE, 48.5 FEET EAST OF THE EAST RAIL, 17 FEET SOUTH OF THE
 MR0476'CENTER LINE OF THE ROAD, 8 1/2 FEET EAST OF A TELEPHONE POLE WITH A
 MR0476'GUY WIRE, 7 1/2 FEET SOUTH OF THE SOUTH END OF A GATE, 3.0 FEET WEST
 MR0476'OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER
 MR0476'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 MR0476'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0350 ***********************************************************************
 JO0350  DESIGNATION -  K 34
 JO0350  PID         -  JO0350
 JO0350  STATE/COUNTY-  UT/MILLARD
 JO0350  COUNTRY     -  US
 JO0350  USGS QUAD   -  CEDAR PASS (2017)
 JO0350
 JO0350                         *CURRENT SURVEY CONTROL
 JO0350  ______________________________________________________________________
 JO0350* NAD 83(1986) POSITION- 38 46 35.     (N) 113 59 09.     (W)   SCALED
 JO0350* NAVD 88 ORTHO HEIGHT -  1670.021 (meters)     5479.06  (feet) ADJUSTED
 JO0350  ______________________________________________________________________
 JO0350  GEOID HEIGHT    -        -20.814 (meters)                     GEOID18
 JO0350  DYNAMIC HEIGHT  -       1668.295 (meters)     5473.40  (feet) COMP
 JO0350  MODELED GRAVITY -    979,535.7   (mgal)                       NAVD 88
 JO0350
 JO0350  VERT ORDER      -  FIRST     CLASS II
 JO0350
 JO0350.The horizontal coordinates were scaled from a map and have
 JO0350.an estimated accuracy of +/- 6 seconds.
 JO0350
 JO0350.The orthometric height was determined by differential leveling and
 JO0350.adjusted by the NATIONAL GEODETIC SURVEY
 JO0350.in June 1991.
 JO0350
 JO0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0350.GEOID18 height accuracy estimate available here.
 JO0350
 JO0350.Click photographs - Photos may exist for this station.
 JO0350
 JO0350.The dynamic height is computed by dividing the NAVD 88
 JO0350.geopotential number by the normal gravity value computed on the
 JO0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0350.degrees latitude (g = 980.6199 gals.).
 JO0350
 JO0350.The modeled gravity was interpolated from observed gravity values.
 JO0350
 JO0350;                    North         East    Units  Estimated Accuracy
 JO0350;SPC UT C     - 2,052,190.      284,000.      MT  (+/- 180 meters Scaled)
 JO0350
 JO0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH406961(NAD 83)
 JO0350
 JO0350                          SUPERSEDED SURVEY CONTROL
 JO0350
 JO0350  NGVD 29 (??/??/92) 1668.867  (m)         5475.27   (f) ADJ UNCH    1 2
 JO0350
 JO0350.Superseded values are not recommended for survey control.
 JO0350
 JO0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0350.See file dsdata.pdf to determine how the superseded data were derived.
 JO0350
 JO0350_MARKER: DB = BENCH MARK DISK
 JO0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0350_STAMPING: K 34 1934
 JO0350_MARK LOGO: CGS
 JO0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0350+STABILITY: SURFACE MOTION
 JO0350
 JO0350  HISTORY     - Date     Condition        Report By
 JO0350  HISTORY     - 1934     MONUMENTED       CGS
 JO0350
 JO0350                          STATION DESCRIPTION
 JO0350
 JO0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0350'12.7 MI SE FROM GARRISON.
 JO0350'12.7 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 JO0350'GARRISON, MILLARD COUNTY, 312 FEET EAST OF THE EAST END OF A HIGHWAY
 JO0350'CURVE TO THE NORTH, AND 42 FEET SOUTHWEST OF THE CENTERLINE OF THE
 JO0350'HIGHWAY.  A STANDARD DISK, STAMPED K 34 1934 AND SET IN THE TOP OF A
 JO0350'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0140 ***********************************************************************
 JN0140  DESIGNATION -  K 36
 JN0140  PID         -  JN0140
 JN0140  STATE/COUNTY-  UT/SEVIER
 JN0140  COUNTRY     -  US
 JN0140  USGS QUAD   -  JOHNS PEAK (2017)
 JN0140
 JN0140                         *CURRENT SURVEY CONTROL
 JN0140  ______________________________________________________________________
 JN0140* NAD 83(1986) POSITION- 38 40 32.     (N) 111 24 10.     (W)   SCALED
 JN0140* NAVD 88 ORTHO HEIGHT -  2257.825 (meters)     7407.55  (feet) ADJUSTED
 JN0140  ______________________________________________________________________
 JN0140  GEOID HEIGHT    -        -17.716 (meters)                     GEOID18
 JN0140  DYNAMIC HEIGHT  -       2255.212 (meters)     7398.97  (feet) COMP
 JN0140  MODELED GRAVITY -    979,389.4   (mgal)                       NAVD 88
 JN0140
 JN0140  VERT ORDER      -  SECOND    CLASS 0
 JN0140
 JN0140.The horizontal coordinates were scaled from a map and have
 JN0140.an estimated accuracy of +/- 6 seconds.
 JN0140
 JN0140.The orthometric height was determined by differential leveling and
 JN0140.adjusted by the NATIONAL GEODETIC SURVEY
 JN0140.in June 1991.
 JN0140
 JN0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0140.GEOID18 height accuracy estimate available here.
 JN0140
 JN0140.Click photographs - Photos may exist for this station.
 JN0140
 JN0140.The dynamic height is computed by dividing the NAVD 88
 JN0140.geopotential number by the normal gravity value computed on the
 JN0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0140.degrees latitude (g = 980.6199 gals.).
 JN0140
 JN0140.The modeled gravity was interpolated from observed gravity values.
 JN0140
 JN0140;                    North         East    Units  Estimated Accuracy
 JN0140;SPC UT C     - 2,038,000.      508,460.      MT  (+/- 180 meters Scaled)
 JN0140
 JN0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH649808(NAD 83)
 JN0140
 JN0140                          SUPERSEDED SURVEY CONTROL
 JN0140
 JN0140  NGVD 29 (??/??/92) 2256.484  (m)         7403.15   (f) ADJ UNCH    2 0
 JN0140
 JN0140.Superseded values are not recommended for survey control.
 JN0140
 JN0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0140.See file dsdata.pdf to determine how the superseded data were derived.
 JN0140
 JN0140_MARKER: DB = BENCH MARK DISK
 JN0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0140_STAMPING: K 36 1934
 JN0140_MARK LOGO: CGS
 JN0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0140+STABILITY: SURFACE MOTION
 JN0140
 JN0140  HISTORY     - Date     Condition        Report By
 JN0140  HISTORY     - 1934     MONUMENTED       CGS
 JN0140
 JN0140                          STATION DESCRIPTION
 JN0140
 JN0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0140'22.5 MI S FROM EMERY.
 JN0140'IN SEVIER COUNTY, ABOUT 22.5 MILES SOUTH ALONG STATE HIGHWAY 10 AND 72
 JN0140'FROM THE PUBLIC SCHOOL AT EMERY, EMERY COUNTY, ABOUT 75 FEET NORTH OF
 JN0140'A DRY WASH, ABOUT 40 FEET WEST OF A SMALL PINON TREE, AND 36 FEET
 JN0140'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 72.  A STANDARD DISK,
 JN0140'STAMPED K 36 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0343 ***********************************************************************
 HO0343  DESIGNATION -  K 364
 HO0343  PID         -  HO0343
 HO0343  STATE/COUNTY-  UT/WASHINGTON
 HO0343  COUNTRY     -  US
 HO0343  USGS QUAD   -  HURRICANE (2017)
 HO0343
 HO0343                         *CURRENT SURVEY CONTROL
 HO0343  ______________________________________________________________________
 HO0343* NAD 83(1986) POSITION- 37 10 28.     (N) 113 20 28.     (W)   SCALED
 HO0343* NAVD 88 ORTHO HEIGHT -   979.212 (meters)     3212.63  (feet) ADJUSTED
 HO0343  ______________________________________________________________________
 HO0343  GEOID HEIGHT    -        -23.860 (meters)                     GEOID18
 HO0343  DYNAMIC HEIGHT  -        978.185 (meters)     3209.26  (feet) COMP
 HO0343  MODELED GRAVITY -    979,549.7   (mgal)                       NAVD 88
 HO0343  OBS GRAVITY     -    979,549.2   (mgal)                       GRAV_OBS
 HO0343
 HO0343  VERT ORDER      -  FIRST     CLASS II
 HO0343
 HO0343.The horizontal coordinates were scaled from a map and have
 HO0343.an estimated accuracy of +/- 6 seconds.
 HO0343
 HO0343.The orthometric height was determined by differential leveling and
 HO0343.adjusted by the NATIONAL GEODETIC SURVEY
 HO0343.in June 1991.
 HO0343
 HO0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0343.GEOID18 height accuracy estimate available here.
 HO0343
 HO0343.Click photographs - Photos may exist for this station.
 HO0343
 HO0343.The dynamic height is computed by dividing the NAVD 88
 HO0343.geopotential number by the normal gravity value computed on the
 HO0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0343.degrees latitude (g = 980.6199 gals.).
 HO0343
 HO0343.The modeled gravity was interpolated from observed gravity values.
 HO0343
 HO0343.The observed gravity was obtained from relative gravimeter ties
 HO0343.to the IGSN71 gravity network.
 HO0343
 HO0343;                    North         East    Units  Estimated Accuracy
 HO0343;SPC UT S     - 3,057,960.      336,500.      MT  (+/- 180 meters Scaled)
 HO0343
 HO0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG921167(NAD 83)
 HO0343
 HO0343                          SUPERSEDED SURVEY CONTROL
 HO0343
 HO0343.No superseded survey control is available for this station.
 HO0343
 HO0343_MARKER: DB = BENCH MARK DISK
 HO0343_SETTING: 66 = SET IN ROCK OUTCROP
 HO0343_STAMPING: K 364 1982
 HO0343_MARK LOGO: NGS
 HO0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0343
 HO0343  HISTORY     - Date     Condition        Report By
 HO0343  HISTORY     - 1982     MONUMENTED       NGS
 HO0343
 HO0343                          STATION DESCRIPTION
 HO0343
 HO0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0343'4.8 KM (3.0 MI) WEST FROM HURRICANE.
 HO0343'4.8 KM (3.0 MI) WEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 HO0343'HIGHWAY 59 IN HURRICANE, IN TOP OF THE WEST-SOUTHWEST EDGE OF A 3 BY 3
 HO0343'FOOT SHELF OF DARK GRAY VOLCANIC BEDROCK IN THE NORTHWEST CUT THROUGH
 HO0343'A RIDGE AT THE TOP OF A SLIGHT GRADE, 0.7 KM (0.4 MI) WEST OF MILEPOST
 HO0343'7, 11.6 METERS (38 FT) NORTH-NORTHWEST OF THE HIGHWAY CENTERLINE, 22.8
 HO0343'METERS (75 FT) EAST-NORTHEAST OF THE WEST-SOUTHWEST END OF THE CUT,
 HO0343'2.4 METERS (8 FT) BELOW THE TOP OF THE CUT.
 HO0343'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 HO0343'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0368 ***********************************************************************
 HO0368  DESIGNATION -  K 365
 HO0368  PID         -  HO0368
 HO0368  STATE/COUNTY-  UT/WASHINGTON
 HO0368  COUNTRY     -  US
 HO0368  USGS QUAD   -  SHIVWITS (2017)
 HO0368
 HO0368                         *CURRENT SURVEY CONTROL
 HO0368  ______________________________________________________________________
 HO0368* NAD 83(1986) POSITION- 37 10 57.6    (N) 113 46 07.5    (W)   HD_HELD2
 HO0368* NAVD 88 ORTHO HEIGHT -  1010.397 (meters)     3314.94  (feet) ADJUSTED
 HO0368  ______________________________________________________________________
 HO0368  GEOID HEIGHT    -        -24.449 (meters)                     GEOID18
 HO0368  DYNAMIC HEIGHT  -       1009.359 (meters)     3311.54  (feet) COMP
 HO0368  MODELED GRAVITY -    979,570.5   (mgal)                       NAVD 88
 HO0368
 HO0368  VERT ORDER      -  FIRST     CLASS II
 HO0368
 HO0368.The horizontal coordinates were established by autonomous hand held GPS
 HO0368.observations and have an estimated accuracy of +/- 10 meters.
 HO0368
 HO0368.The orthometric height was determined by differential leveling and
 HO0368.adjusted by the NATIONAL GEODETIC SURVEY
 HO0368.in June 1991.
 HO0368
 HO0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0368.GEOID18 height accuracy estimate available here.
 HO0368
 HO0368.Click photographs - Photos may exist for this station.
 HO0368
 HO0368.The dynamic height is computed by dividing the NAVD 88
 HO0368.geopotential number by the normal gravity value computed on the
 HO0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0368.degrees latitude (g = 980.6199 gals.).
 HO0368
 HO0368.The modeled gravity was interpolated from observed gravity values.
 HO0368
 HO0368;                    North         East    Units  Estimated Accuracy
 HO0368;SPC UT S     - 3,059,711.      298,557.      MT  (+/- 10 meters HH2 GPS)
 HO0368
 HO0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG5421218727(NAD 83)
 HO0368
 HO0368                          SUPERSEDED SURVEY CONTROL
 HO0368
 HO0368.No superseded survey control is available for this station.
 HO0368
 HO0368_MARKER: I = METAL ROD
 HO0368_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0368_STAMPING: K 365 1982
 HO0368_MARK LOGO: NGS
 HO0368_PROJECTION: FLUSH
 HO0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0368+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2012
 HO0368_ROD/PIPE-DEPTH: 1.5 meters
 HO0368
 HO0368  HISTORY     - Date     Condition        Report By
 HO0368  HISTORY     - 1982     MONUMENTED       NGS
 HO0368  HISTORY     - 20120112 GOOD             GEOCAC
 HO0368
 HO0368                          STATION DESCRIPTION
 HO0368
 HO0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0368'12.8 KM (8.0 MI) WEST FROM SANTA CLARA.
 HO0368'12.8 KM (8.0 MI) WEST ALONG OLD US HIGHWAY 91 FROM THE CHURCH OF
 HO0368'LATTER DAY SAINTS IN SANTA CLARA, ON TOP OF THE THIRD RIDGE SOUTHWEST
 HO0368'OF A CUT THROUGH A SMALL KNOLL AND ON THE INSIDE OF A CURVE, 1.25 KM
 HO0368'(0.75 MI) WEST OF THE OLD SANDSTONE SHIVWITS INDIAN SCHOOL HOUSE, 0.5
 HO0368'KM (0.3 MI) SOUTHWEST OF THE Y JUNCTION OF A PAVED ROAD LEADING NORTH
 HO0368'TO GUNLOCK, 10.0 METERS (33 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 HO0368'14.9 METERS (49 FT) NORTHEAST OF THE SOUTHEAST END OF A 24 INCH
 HO0368'CORRUGATED METAL PIPE CULVERT, 0.3 METER (1 FT) NORTHWEST OF THE RIGHT
 HO0368'OF WAY FENCE.
 HO0368'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 HO0368'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 HO0368
 HO0368                          STATION RECOVERY (2012)
 HO0368
 HO0368'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 HO0368'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0702 ***********************************************************************
 HO0702  DESIGNATION -  K 366 RESET
 HO0702  PID         -  HO0702
 HO0702  STATE/COUNTY-  UT/WASHINGTON
 HO0702  COUNTRY     -  US
 HO0702  USGS QUAD   -  VIRGIN (2017)
 HO0702
 HO0702                         *CURRENT SURVEY CONTROL
 HO0702  ______________________________________________________________________
 HO0702* NAD 83(1986) POSITION- 37 11 03.5    (N) 113 08 07.5    (W)   HD_HELD2
 HO0702* NAVD 88 ORTHO HEIGHT -  1099.19  (meters)     3606.3   (feet) RESET
 HO0702  ______________________________________________________________________
 HO0702  GEOID HEIGHT    -        -23.042 (meters)                     GEOID18
 HO0702  VERT ORDER      -  THIRD
 HO0702
 HO0702.The horizontal coordinates were established by autonomous hand held GPS
 HO0702.observations and have an estimated accuracy of +/- 10 meters.
 HO0702
 HO0702.The orthometric height was computed from unverified reset data.
 HO0702
 HO0702.No vertical observational check was made to the station.
 HO0702
 HO0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0702.GEOID18 height accuracy estimate available here.
 HO0702
 HO0702.Click photographs - Photos may exist for this station.
 HO0702
 HO0702;                    North         East    Units  Estimated Accuracy
 HO0702;SPC UT S     - 3,058,719.      354,788.      MT  (+/- 10 meters HH2 GPS)
 HO0702
 HO0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG1044617453(NAD 83)
 HO0702
 HO0702                          SUPERSEDED SURVEY CONTROL
 HO0702
 HO0702.No superseded survey control is available for this station.
 HO0702
 HO0702_MARKER: DV = VERTICAL CONTROL DISK
 HO0702_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0702_STAMPING: K 366 RESET 1991
 HO0702_MARK LOGO: NGS
 HO0702_PROJECTION: FLUSH
 HO0702_MAGNETIC: N = NO MAGNETIC MATERIAL
 HO0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0702+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2011
 HO0702_ROD/PIPE-DEPTH: 14.3 meters
 HO0702
 HO0702  HISTORY     - Date     Condition        Report By
 HO0702  HISTORY     - 1991     MONUMENTED       NGS
 HO0702  HISTORY     - 20101208 GOOD             GEOCAC
 HO0702  HISTORY     - 20110929 GOOD             GEOCAC
 HO0702
 HO0702                          STATION DESCRIPTION
 HO0702
 HO0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HO0702'0.1 MILE (0.2 KM) NORTH ALONG A PAVED ROAD FROM THE POST OFFICE IN
 HO0702'VIRGIN, THENCE 3.45 MILES (5.55 KM) EAST ALONG STATE HIGHWAY 9, 15.0
 HO0702'M (49.2 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF OLD ROAD, 54.0 M
 HO0702'(177.2 FT) NORTHWEST FROM A HISTORICAL NANCY FERGUSON MONUMENT, 4.1 M
 HO0702'(13.5 FT) NORTH FROM A UTDOT CONTROL MARKER V-33, 0.7 M (2.3 FT)
 HO0702'EAST-SOUTHEAST TO A WITNESS POST, AND 0.6 M (2.0 FT) WEST TO A WITNESS
 HO0702'POST.
 HO0702
 HO0702                          STATION RECOVERY (2010)
 HO0702
 HO0702'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HO0702'RECOVERED IN GOOD CONDITION.
 HO0702
 HO0702                          STATION RECOVERY (2011)
 HO0702
 HO0702'RECOVERY NOTE BY GEOCACHING 2011 (BRB)
 HO0702'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0431 ***********************************************************************
 HO0431  DESIGNATION -  K 367
 HO0431  PID         -  HO0431
 HO0431  STATE/COUNTY-  UT/KANE
 HO0431  COUNTRY     -  US
 HO0431  USGS QUAD   -  CLEAR CREEK MOUNTAIN (2017)
 HO0431
 HO0431                         *CURRENT SURVEY CONTROL
 HO0431  ______________________________________________________________________
 HO0431* NAD 83(1986) POSITION- 37 15 16.3    (N) 112 45 48.0    (W)   HD_HELD2
 HO0431* NAVD 88 ORTHO HEIGHT -  1809.099 (meters)     5935.35  (feet) ADJUSTED
 HO0431  ______________________________________________________________________
 HO0431  GEOID HEIGHT    -        -21.832 (meters)                     GEOID18
 HO0431  DYNAMIC HEIGHT  -       1806.935 (meters)     5928.25  (feet) COMP
 HO0431  MODELED GRAVITY -    979,370.3   (mgal)                       NAVD 88
 HO0431
 HO0431  VERT ORDER      -  FIRST     CLASS II
 HO0431
 HO0431.The horizontal coordinates were established by autonomous hand held GPS
 HO0431.observations and have an estimated accuracy of +/- 10 meters.
 HO0431
 HO0431.The orthometric height was determined by differential leveling and
 HO0431.adjusted by the NATIONAL GEODETIC SURVEY
 HO0431.in June 1991.
 HO0431
 HO0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0431.GEOID18 height accuracy estimate available here.
 HO0431
 HO0431.Click photographs - Photos may exist for this station.
 HO0431
 HO0431.The dynamic height is computed by dividing the NAVD 88
 HO0431.geopotential number by the normal gravity value computed on the
 HO0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0431.degrees latitude (g = 980.6199 gals.).
 HO0431
 HO0431.The modeled gravity was interpolated from observed gravity values.
 HO0431
 HO0431;                    North         East    Units  Estimated Accuracy
 HO0431;SPC UT S     - 3,066,000.      387,929.      MT  (+/- 10 meters HH2 GPS)
 HO0431
 HO0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG4362324565(NAD 83)
 HO0431
 HO0431                          SUPERSEDED SURVEY CONTROL
 HO0431
 HO0431.No superseded survey control is available for this station.
 HO0431
 HO0431_MARKER: I = METAL ROD
 HO0431_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0431_STAMPING: K 367 1983
 HO0431_MARK LOGO: NGS
 HO0431_PROJECTION: FLUSH
 HO0431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0431_ROD/PIPE-DEPTH: 8.4 meters
 HO0431
 HO0431  HISTORY     - Date     Condition        Report By
 HO0431  HISTORY     - 1983     MONUMENTED       NGS
 HO0431
 HO0431                          STATION DESCRIPTION
 HO0431
 HO0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0431'31.4 KM (19.7 MI) EAST FROM SPRINGDALE.
 HO0431'31.4 KM (19.7 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF LATTER
 HO0431'DAY SAINTS IN SPRINGDALE, 10.4 KM (6.5 MI) EAST OF THE ZION NATIONAL
 HO0431'PARK BOUNDARY, 0.16 KM (0.1 MI) NORTHWEST OF MILEPOST 51 AND A TRACK
 HO0431'ROAD LEADING EAST, 29.5 METERS (97 FT) NORTHEAST OF THE HIGHWAY
 HO0431'CENTERLINE, 42.0 METERS (138 FT) EAST OF THE SOUTHEAST END OF A LONG
 HO0431'STEEL GUARDRAIL, 37.8 METERS (124 FT) NORTH OF THE NORTHEAST END OF A
 HO0431'24-INCH CORRUGATED METAL PIPE CULVERT, 8.5 METERS (28 FT) SOUTHEAST OF
 HO0431'A BRACED FENCE POST IN THE RIGHT OF WAY FENCE, 6.5 METERS (21.5 FT)
 HO0431'WEST OF POWER POLE 76, 0.3 METER (1 FT) SOUTHWEST OF THE RIGHT OF WAY
 HO0431'FENCE.
 HO0431'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 HO0431'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0455 ***********************************************************************
 HO0455  DESIGNATION -  K 368
 HO0455  PID         -  HO0455
 HO0455  STATE/COUNTY-  UT/KANE
 HO0455  COUNTRY     -  US
 HO0455  USGS QUAD   -  EIGHTMILE PASS (2017)
 HO0455
 HO0455                         *CURRENT SURVEY CONTROL
 HO0455  ______________________________________________________________________
 HO0455* NAD 83(1986) POSITION- 37 07 50.06   (N) 112 05 23.97   (W)   HD_HELD1
 HO0455* NAVD 88 ORTHO HEIGHT -  1621.059 (meters)     5318.42  (feet) ADJUSTED
 HO0455  ______________________________________________________________________
 HO0455  GEOID HEIGHT    -        -22.172 (meters)                     GEOID18
 HO0455  DYNAMIC HEIGHT  -       1619.153 (meters)     5312.17  (feet) COMP
 HO0455  MODELED GRAVITY -    979,398.0   (mgal)                       NAVD 88
 HO0455
 HO0455  VERT ORDER      -  FIRST     CLASS II
 HO0455
 HO0455.The horizontal coordinates were determined by differentially corrected
 HO0455.hand held GPS observations or other comparable positioning techniques
 HO0455.and have an estimated accuracy of +/- 3 meters.
 HO0455
 HO0455.The orthometric height was determined by differential leveling and
 HO0455.adjusted by the NATIONAL GEODETIC SURVEY
 HO0455.in June 1991.
 HO0455
 HO0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0455.GEOID18 height accuracy estimate available here.
 HO0455
 HO0455.Click photographs - Photos may exist for this station.
 HO0455
 HO0455.The dynamic height is computed by dividing the NAVD 88
 HO0455.geopotential number by the normal gravity value computed on the
 HO0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0455.degrees latitude (g = 980.6199 gals.).
 HO0455
 HO0455.The modeled gravity was interpolated from observed gravity values.
 HO0455
 HO0455;                    North         East    Units  Estimated Accuracy
 HO0455;SPC UT S     - 3,051,651.4     447,573.3     MT  (+/- 3 meters HH1 GPS) 
 HO0455
 HO0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0318109913(NAD 83)
 HO0455
 HO0455                          SUPERSEDED SURVEY CONTROL
 HO0455
 HO0455.No superseded survey control is available for this station.
 HO0455
 HO0455_MARKER: DV = VERTICAL CONTROL DISK
 HO0455_SETTING: 66 = SET IN ROCK OUTCROP
 HO0455_STAMPING: K 368 1983
 HO0455_MARK LOGO: NGS
 HO0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0455+STABILITY: POSITION/ELEVATION WELL
 HO0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0455+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2009
 HO0455
 HO0455  HISTORY     - Date     Condition        Report By
 HO0455  HISTORY     - 1983     MONUMENTED       NGS
 HO0455  HISTORY     - 20090905 GOOD             GEOCAC
 HO0455
 HO0455                          STATION DESCRIPTION
 HO0455
 HO0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0455'43.5 KM (27.2 MI) SE FROM KANAB.
 HO0455'43.5 KM (27.25 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF
 HO0455'LATTER DAY SAINTS IN KANAB, IN TOP OF AND 2.3 METERS (7.5 FT)
 HO0455'NORTHEAST OF THE SOUTHWEST EDGE OF A 16- BY 28-FOOT LIMESTONE OUTCROP
 HO0455'ON TOP OF THE NORTHEAST BANK OF A SMALL DRY WASH, 0.4 KM (0.25 MI)
 HO0455'SOUTHWEST OF MILEPOST 37, 42.5 METERS (139.5 FT) SOUTHEAST OF THE
 HO0455'HIGHWAY CENTERLINE, 148.4 METERS (487 FT) SOUTH-SOUTHWEST ACROSS THE
 HO0455'HIGHWAY FROM BM K 138, 50.4 METERS (165.5 FT) WEST-SOUTHWEST OF THE
 HO0455'NORTHWEST POLE OF A DOUBLE POWER POLE STRUCTURE, 1.5 METERS (5 FT)
 HO0455'SOUTHWEST OF THE NORTHEAST EDGE OF THE OUTCROP.
 HO0455'THE MARK IS 0.75 METERS  NE FROM A WITNESS POST.
 HO0455'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 HO0455
 HO0455                          STATION RECOVERY (2009)
 HO0455
 HO0455'RECOVERY NOTE BY GEOCACHING 2009 (BA)
 HO0455'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0406 ***********************************************************************
 JO0406  DESIGNATION -  K 369
 JO0406  PID         -  JO0406
 JO0406  STATE/COUNTY-  UT/IRON
 JO0406  COUNTRY     -  US
 JO0406  USGS QUAD   -  DRY WILLOW PEAK (2017)
 JO0406
 JO0406                         *CURRENT SURVEY CONTROL
 JO0406  ______________________________________________________________________
 JO0406* NAD 83(1986) POSITION- 38 04 32.     (N) 112 57 29.     (W)   SCALED
 JO0406* NAVD 88 ORTHO HEIGHT -  1979.112 (meters)     6493.14  (feet) ADJUSTED
 JO0406  ______________________________________________________________________
 JO0406  GEOID HEIGHT    -        -21.028 (meters)                     GEOID18
 JO0406  DYNAMIC HEIGHT  -       1976.822 (meters)     6485.62  (feet) COMP
 JO0406  MODELED GRAVITY -    979,401.5   (mgal)                       NAVD 88
 JO0406
 JO0406  VERT ORDER      -  FIRST     CLASS II
 JO0406
 JO0406.The horizontal coordinates were scaled from a map and have
 JO0406.an estimated accuracy of +/- 6 seconds.
 JO0406
 JO0406.The orthometric height was determined by differential leveling and
 JO0406.adjusted by the NATIONAL GEODETIC SURVEY
 JO0406.in June 1991.
 JO0406
 JO0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0406.GEOID18 height accuracy estimate available here.
 JO0406
 JO0406.Click photographs - Photos may exist for this station.
 JO0406
 JO0406.The dynamic height is computed by dividing the NAVD 88
 JO0406.geopotential number by the normal gravity value computed on the
 JO0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0406.degrees latitude (g = 980.6199 gals.).
 JO0406
 JO0406.The modeled gravity was interpolated from observed gravity values.
 JO0406
 JO0406;                    North         East    Units  Estimated Accuracy
 JO0406;SPC UT S     - 3,157,360.      372,080.      MT  (+/- 180 meters Scaled)
 JO0406
 JO0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH282160(NAD 83)
 JO0406
 JO0406                          SUPERSEDED SURVEY CONTROL
 JO0406
 JO0406.No superseded survey control is available for this station.
 JO0406
 JO0406_MARKER: I = METAL ROD
 JO0406_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JO0406+WITH SETTING: INFORMATION.
 JO0406_STAMPING: K 369 1984
 JO0406_MARK LOGO: NGS
 JO0406_PROJECTION: FLUSH
 JO0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0406_ROD/PIPE-DEPTH: 0.9 meters
 JO0406
 JO0406  HISTORY     - Date     Condition        Report By
 JO0406  HISTORY     - 1984     MONUMENTED       NGS
 JO0406
 JO0406                          STATION DESCRIPTION
 JO0406
 JO0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0406'16.9 KM (10.5 MI) SOUTH FROM MINERSVILLE.
 JO0406'16.90 KM (10.56 MI) SOUTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 JO0406'AT MINERSVILLE, AT THE T JUNCTION OF A DIRT ROAD LEADING EAST TO BALD
 JO0406'HILLS AND ON ITS EXTENDED CENTER, 0.79 KM (0.49 MI) NORTHEAST OF
 JO0406'MILEPOST 31, 17.1 METERS (56 FT) NORTHWEST OF THE HIGHWAY CENTERLINE
 JO0406'AND 10.9 METERS (36 FT) NORTH  OF A SMALL WOODEN SIGN READING BALD
 JO0406'HILLS.  NOTE--STEEL ROD WAS DRIVEN TO 3 FOOT REFUSAL.
 JO0406'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 JO0406'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0309 ***********************************************************************
 JN0309  DESIGNATION -  K 37
 JN0309  PID         -  JN0309
 JN0309  STATE/COUNTY-  UT/SEVIER
 JN0309  COUNTRY     -  US
 JN0309  USGS QUAD   -  AURORA (2017)
 JN0309
 JN0309                         *CURRENT SURVEY CONTROL
 JN0309  ______________________________________________________________________
 JN0309* NAD 83(1986) POSITION- 38 55 17.     (N) 111 55 12.     (W)   SCALED
 JN0309* NAVD 88 ORTHO HEIGHT -  1570.261 (meters)     5151.76  (feet) ADJUSTED
 JN0309  ______________________________________________________________________
 JN0309  GEOID HEIGHT    -        -18.726 (meters)                     GEOID18
 JN0309  DYNAMIC HEIGHT  -       1568.606 (meters)     5146.33  (feet) COMP
 JN0309  MODELED GRAVITY -    979,520.1   (mgal)                       NAVD 88
 JN0309
 JN0309  VERT ORDER      -  SECOND    CLASS 0
 JN0309
 JN0309.The horizontal coordinates were scaled from a map and have
 JN0309.an estimated accuracy of +/- 6 seconds.
 JN0309
 JN0309.The orthometric height was determined by differential leveling and
 JN0309.adjusted by the NATIONAL GEODETIC SURVEY
 JN0309.in June 1991.
 JN0309
 JN0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0309.GEOID18 height accuracy estimate available here.
 JN0309
 JN0309.Click photographs - Photos may exist for this station.
 JN0309
 JN0309.The dynamic height is computed by dividing the NAVD 88
 JN0309.geopotential number by the normal gravity value computed on the
 JN0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0309.degrees latitude (g = 980.6199 gals.).
 JN0309
 JN0309.The modeled gravity was interpolated from observed gravity values.
 JN0309
 JN0309;                    North         East    Units  Estimated Accuracy
 JN0309;SPC UT C     - 2,065,370.      463,580.      MT  (+/- 180 meters Scaled)
 JN0309
 JN0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ202084(NAD 83)
 JN0309
 JN0309                          SUPERSEDED SURVEY CONTROL
 JN0309
 JN0309  NGVD 29 (??/??/92) 1569.065  (m)         5147.84   (f) ADJ UNCH    2 0
 JN0309
 JN0309.Superseded values are not recommended for survey control.
 JN0309
 JN0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0309.See file dsdata.pdf to determine how the superseded data were derived.
 JN0309
 JN0309_MARKER: DB = BENCH MARK DISK
 JN0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0309_STAMPING: K 37 1934
 JN0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0309+STABILITY: SURFACE MOTION
 JN0309
 JN0309  HISTORY     - Date     Condition        Report By
 JN0309  HISTORY     - 1934     MONUMENTED       CGS
 JN0309
 JN0309                          STATION DESCRIPTION
 JN0309
 JN0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0309'3.8 MI S FROM SALINA.
 JN0309'ABOUT 3.8 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JN0309'FROM THE STATION AT SALINA, SEVIER COUNTY, ABOUT 1,000 FEET NORTH OF
 JN0309'THE STATION SIGNBOARD AT IVIE, ABOUT 850 FEET SOUTH OF MILEPOST 90, 71
 JN0309'FEET NORTH OF AN EAST-AND-WEST ROAD, AND 56 FEET WEST OF THE CENTER
 JN0309'LINE OF THE TRACK.  A STANDARD DISK, STAMPED K 37 1934 AND SET IN THE
 JN0309'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0522 ***********************************************************************
 MR0522  DESIGNATION -  K 370
 MR0522  PID         -  MR0522
 MR0522  STATE/COUNTY-  UT/WEBER
 MR0522  COUNTRY     -  US
 MR0522  USGS QUAD   -  OGDEN (2017)
 MR0522
 MR0522                         *CURRENT SURVEY CONTROL
 MR0522  ______________________________________________________________________
 MR0522* NAD 83(1986) POSITION- 41 14 25.     (N) 111 56 20.     (W)   SCALED
 MR0522* NAVD 88 ORTHO HEIGHT -  1333.924 (meters)     4376.38  (feet) ADJUSTED
 MR0522  ______________________________________________________________________
 MR0522  GEOID HEIGHT    -        -16.438 (meters)                     GEOID18
 MR0522  DYNAMIC HEIGHT  -       1332.917 (meters)     4373.08  (feet) COMP
 MR0522  MODELED GRAVITY -    979,823.3   (mgal)                       NAVD 88
 MR0522
 MR0522  VERT ORDER      -  FIRST     CLASS II
 MR0522
 MR0522.The horizontal coordinates were scaled from a map and have
 MR0522.an estimated accuracy of +/- 6 seconds.
 MR0522
 MR0522.The orthometric height was determined by differential leveling and
 MR0522.adjusted by the NATIONAL GEODETIC SURVEY
 MR0522.in June 1991.
 MR0522
 MR0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0522.GEOID18 height accuracy estimate available here.
 MR0522
 MR0522.Click photographs - Photos may exist for this station.
 MR0522
 MR0522.The dynamic height is computed by dividing the NAVD 88
 MR0522.geopotential number by the normal gravity value computed on the
 MR0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0522.degrees latitude (g = 980.6199 gals.).
 MR0522
 MR0522.The modeled gravity was interpolated from observed gravity values.
 MR0522
 MR0522;                    North         East    Units  Estimated Accuracy
 MR0522;SPC UT N     - 1,100,810.      463,210.      MT  (+/- 180 meters Scaled)
 MR0522
 MR0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL213658(NAD 83)
 MR0522
 MR0522                          SUPERSEDED SURVEY CONTROL
 MR0522
 MR0522.No superseded survey control is available for this station.
 MR0522
 MR0522_MARKER: I = METAL ROD
 MR0522_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0522_STAMPING: K 370 1983
 MR0522_MARK LOGO: NGS
 MR0522_PROJECTION: FLUSH
 MR0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0522_ROD/PIPE-DEPTH: 13.4 meters
 MR0522
 MR0522  HISTORY     - Date     Condition        Report By
 MR0522  HISTORY     - 1983     MONUMENTED       NGS
 MR0522
 MR0522                          STATION DESCRIPTION
 MR0522
 MR0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0522'6.0 KM (3.7 MI) NE FROM OGDEN.
 MR0522'2.6 KM (1.6 MI) NORTH ALONG WALL AVENUE FROM THE UNION PACIFIC
 MR0522'RAILROAD STATION IN OGDEN, THENCE 3.4 KM (2.1 MI) EASTERLY ALONG STATE
 MR0522'HIGHWAY 39 (CANYON ROAD), 0.4 KM (0.25 MI) EAST OF HARRISON BOULEVARD,
 MR0522'19.1 METERS (62.7 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 13.7
 MR0522'METERS (44.9 FT) EAST OF THE SOUTHEAST CORNER OF A HOUSE, 11.4 METERS
 MR0522'(37.4 FT) EAST OF THE CENTER OF A PRIVATE PAVED DRIVE AND 1.1 METERS
 MR0522'(3.6 FT) EAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 MR0522'THROUGH A 5-INCH LOGO CAP.
 MR0522'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 MR0522'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0584 ***********************************************************************
 MR0584  DESIGNATION -  K 371
 MR0584  PID         -  MR0584
 MR0584  STATE/COUNTY-  UT/SUMMIT
 MR0584  COUNTRY     -  US
 MR0584  USGS QUAD   -  WAHSATCH (2017)
 MR0584
 MR0584                         *CURRENT SURVEY CONTROL
 MR0584  ______________________________________________________________________
 MR0584* NAD 83(1986) POSITION- 41 12 02.     (N) 111 06 30.     (W)   SCALED
 MR0584* NAVD 88 ORTHO HEIGHT -  2085.037 (meters)     6840.66  (feet) ADJUSTED
 MR0584  ______________________________________________________________________
 MR0584  GEOID HEIGHT    -        -15.345 (meters)                     GEOID18
 MR0584  DYNAMIC HEIGHT  -       2083.109 (meters)     6834.33  (feet) COMP
 MR0584  MODELED GRAVITY -    979,624.5   (mgal)                       NAVD 88
 MR0584
 MR0584  VERT ORDER      -  FIRST     CLASS II
 MR0584
 MR0584.The horizontal coordinates were scaled from a map and have
 MR0584.an estimated accuracy of +/- 6 seconds.
 MR0584
 MR0584.The orthometric height was determined by differential leveling and
 MR0584.adjusted by the NATIONAL GEODETIC SURVEY
 MR0584.in June 1991.
 MR0584
 MR0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0584.GEOID18 height accuracy estimate available here.
 MR0584
 MR0584.Click photographs - Photos may exist for this station.
 MR0584
 MR0584.The dynamic height is computed by dividing the NAVD 88
 MR0584.geopotential number by the normal gravity value computed on the
 MR0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0584.degrees latitude (g = 980.6199 gals.).
 MR0584
 MR0584.The modeled gravity was interpolated from observed gravity values.
 MR0584
 MR0584;                    North         East    Units  Estimated Accuracy
 MR0584;SPC UT N     - 1,096,380.      532,850.      MT  (+/- 180 meters Scaled)
 MR0584
 MR0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL909610(NAD 83)
 MR0584
 MR0584                          SUPERSEDED SURVEY CONTROL
 MR0584
 MR0584  NGVD 29 (06/08/92) 2083.749  (m)         6836.43   (f) ADJUSTED    1 2
 MR0584
 MR0584.Superseded values are not recommended for survey control.
 MR0584
 MR0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0584.See file dsdata.pdf to determine how the superseded data were derived.
 MR0584
 MR0584_MARKER: DB = BENCH MARK DISK
 MR0584_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MR0584_SP_SET: ABUTMENT
 MR0584_STAMPING: K 371 1983
 MR0584_MARK LOGO: NGS
 MR0584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0584+STABILITY: POSITION/ELEVATION WELL
 MR0584
 MR0584  HISTORY     - Date     Condition        Report By
 MR0584  HISTORY     - 1983     MONUMENTED       NGS
 MR0584
 MR0584                          STATION DESCRIPTION
 MR0584
 MR0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0584'0.6 KM (0.35 MI) SW FROM WAHSATCH.
 MR0584'0.6 KM (0.35 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 80 FROM THE
 MR0584'UNION PACIFIC RAILROAD STATION IN WAHSATCH, IN TOP OF AND 0.1 METER
 MR0584'(0.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST BRIDGE
 MR0584'ABUTMENT AT EXIT 193, AND 8.9 METERS (29.2 FT) SOUTHEAST OF THE
 MR0584'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 MR0584'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0350 ***********************************************************************
 HM0350  DESIGNATION -  K 372
 HM0350  PID         -  HM0350
 HM0350  STATE/COUNTY-  UT/SAN JUAN
 HM0350  COUNTRY     -  US
 HM0350  USGS QUAD   -  BLUFF (2017)
 HM0350
 HM0350                         *CURRENT SURVEY CONTROL
 HM0350  ______________________________________________________________________
 HM0350* NAD 83(1986) POSITION- 37 22 00.0    (N) 109 30 30.1    (W)   HD_HELD2
 HM0350* NAVD 88 ORTHO HEIGHT -  1488.937 (meters)     4884.95  (feet) ADJUSTED
 HM0350  ______________________________________________________________________
 HM0350  GEOID HEIGHT    -        -20.752 (meters)                     GEOID18
 HM0350  DYNAMIC HEIGHT  -       1487.258 (meters)     4879.45  (feet) COMP
 HM0350  MODELED GRAVITY -    979,450.4   (mgal)                       NAVD 88
 HM0350
 HM0350  VERT ORDER      -  FIRST     CLASS II
 HM0350
 HM0350.The horizontal coordinates were established by autonomous hand held GPS
 HM0350.observations and have an estimated accuracy of +/- 10 meters.
 HM0350
 HM0350.The orthometric height was determined by differential leveling and
 HM0350.adjusted by the NATIONAL GEODETIC SURVEY
 HM0350.in June 1991.
 HM0350
 HM0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0350.GEOID18 height accuracy estimate available here.
 HM0350
 HM0350.Click photographs - Photos may exist for this station.
 HM0350
 HM0350.The dynamic height is computed by dividing the NAVD 88
 HM0350.geopotential number by the normal gravity value computed on the
 HM0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0350.degrees latitude (g = 980.6199 gals.).
 HM0350
 HM0350.The modeled gravity was interpolated from observed gravity values.
 HM0350
 HM0350;                    North         East    Units  Estimated Accuracy
 HM0350;SPC UT S     - 3,079,567.      676,407.      MT  (+/- 10 meters HH2 GPS)
 HM0350
 HM0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3208436592(NAD 83)
 HM0350
 HM0350                          SUPERSEDED SURVEY CONTROL
 HM0350
 HM0350.No superseded survey control is available for this station.
 HM0350
 HM0350_MARKER: DV = VERTICAL CONTROL DISK
 HM0350_SETTING: 66 = SET IN ROCK OUTCROP
 HM0350_STAMPING: K 372 1983
 HM0350_MARK LOGO: NGS
 HM0350_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0350+STABILITY: POSITION/ELEVATION WELL
 HM0350
 HM0350  HISTORY     - Date     Condition        Report By
 HM0350  HISTORY     - 1983     MONUMENTED       NGS
 HM0350
 HM0350                          STATION DESCRIPTION
 HM0350
 HM0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0350'11.1 KM (6.9 MI) NE FROM BLUFF.
 HM0350'11.1 KM (6.9 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0350'OFFICE IN BLUFF, 1.1 KM (0.7 MI) SOUTHWEST OF A POWER LINE CROSSING,
 HM0350'IN THE TOP OF THE SOUTHWEST END OF A LARGE EXPOSED AREA OF OUTCROPPING
 HM0350'BEDROCK, 0.2 KM (0.1 MI) NORTH OF MILEPOST 32, 48.2 METERS (158.1 FT)
 HM0350'NORTH OF THE WEST LEG OF A DOUBLE LEG UTILITY POLE NUMBER 205,
 HM0350'25.0 METERS (82.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 HM0350'1.8 METERS (5.9 FT) NORTHEAST OF THE SOUTHWEST EDGE OF THE OUTCROP.
 HM0350'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 HM0350'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0374 ***********************************************************************
 HM0374  DESIGNATION -  K 373
 HM0374  PID         -  HM0374
 HM0374  STATE/COUNTY-  UT/SAN JUAN
 HM0374  COUNTRY     -  US
 HM0374  USGS QUAD   -  MEXICAN HAT (2017)
 HM0374
 HM0374                         *CURRENT SURVEY CONTROL
 HM0374  ______________________________________________________________________
 HM0374* NAD 83(1986) POSITION- 37 12 54.2    (N) 109 50 21.9    (W)   HD_HELD2
 HM0374* NAVD 88 ORTHO HEIGHT -  1318.030 (meters)     4324.24  (feet) ADJUSTED
 HM0374  ______________________________________________________________________
 HM0374  GEOID HEIGHT    -        -20.764 (meters)                     GEOID18
 HM0374  DYNAMIC HEIGHT  -       1316.581 (meters)     4319.48  (feet) COMP
 HM0374  MODELED GRAVITY -    979,485.8   (mgal)                       NAVD 88
 HM0374
 HM0374  VERT ORDER      -  FIRST     CLASS II
 HM0374
 HM0374.The horizontal coordinates were established by autonomous hand held GPS
 HM0374.observations and have an estimated accuracy of +/- 10 meters.
 HM0374
 HM0374.The orthometric height was determined by differential leveling and
 HM0374.adjusted by the NATIONAL GEODETIC SURVEY
 HM0374.in June 1991.
 HM0374
 HM0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0374.GEOID18 height accuracy estimate available here.
 HM0374
 HM0374.Click photographs - Photos may exist for this station.
 HM0374
 HM0374.The dynamic height is computed by dividing the NAVD 88
 HM0374.geopotential number by the normal gravity value computed on the
 HM0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0374.degrees latitude (g = 980.6199 gals.).
 HM0374
 HM0374.The modeled gravity was interpolated from observed gravity values.
 HM0374
 HM0374;                    North         East    Units  Estimated Accuracy
 HM0374;SPC UT S     - 3,062,171.      647,386.      MT  (+/- 10 meters HH2 GPS)
 HM0374
 HM0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG0297419360(NAD 83)
 HM0374
 HM0374                          SUPERSEDED SURVEY CONTROL
 HM0374
 HM0374.No superseded survey control is available for this station.
 HM0374
 HM0374_MARKER: DV = VERTICAL CONTROL DISK
 HM0374_SETTING: 66 = SET IN ROCK OUTCROP
 HM0374_STAMPING: K 373 1983
 HM0374_MARK LOGO: NGS
 HM0374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0374+STABILITY: POSITION/ELEVATION WELL
 HM0374
 HM0374  HISTORY     - Date     Condition        Report By
 HM0374  HISTORY     - 1983     MONUMENTED       NGS
 HM0374
 HM0374                          STATION DESCRIPTION
 HM0374
 HM0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0374'8.9 KM (5.55 MI) NE FROM MEXICAN HAT.
 HM0374'8.9 KM (5.55 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0374'OFFICE IN MEXICAN HAT, 0.2 KM (0.1 MI) SOUTHWEST OF MILEPOST 27, IN
 HM0374'THE CENTER OF AN 8- BY 12-FOOT EXPOSED AREA OF BEDROCK NEAR THE CENTER
 HM0374'OF A HIGHWAY CUT, 36.0 METERS (118.1 FT) NORTHEAST OF THE SOUTHWEST
 HM0374'END OF THE CUT, AND 7.7 METERS (25.3 FT) SOUTHEAST OF THE CENTERLINE
 HM0374'OF THE HIGHWAY.
 HM0374'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 HM0374'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0514 ***********************************************************************
 LN0514  DESIGNATION -  K 374
 LN0514  PID         -  LN0514
 LN0514  STATE/COUNTY-  UT/UINTAH
 LN0514  COUNTRY     -  US
 LN0514  USGS QUAD   -  NAPLES (2017)
 LN0514
 LN0514                         *CURRENT SURVEY CONTROL
 LN0514  ______________________________________________________________________
 LN0514* NAD 83(1986) POSITION- 40 23 46.     (N) 109 27 24.     (W)   SCALED
 LN0514* NAVD 88 ORTHO HEIGHT -  1557.805 (meters)     5110.90  (feet) ADJUSTED
 LN0514  ______________________________________________________________________
 LN0514  GEOID HEIGHT    -        -17.176 (meters)                     GEOID18
 LN0514  DYNAMIC HEIGHT  -       1556.391 (meters)     5106.26  (feet) COMP
 LN0514  MODELED GRAVITY -    979,663.9   (mgal)                       NAVD 88
 LN0514
 LN0514  VERT ORDER      -  FIRST     CLASS II
 LN0514
 LN0514.The horizontal coordinates were scaled from a map and have
 LN0514.an estimated accuracy of +/- 6 seconds.
 LN0514
 LN0514.The orthometric height was determined by differential leveling and
 LN0514.adjusted by the NATIONAL GEODETIC SURVEY
 LN0514.in June 1991.
 LN0514
 LN0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0514.GEOID18 height accuracy estimate available here.
 LN0514
 LN0514.Click photographs - Photos may exist for this station.
 LN0514
 LN0514.The dynamic height is computed by dividing the NAVD 88
 LN0514.geopotential number by the normal gravity value computed on the
 LN0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0514.degrees latitude (g = 980.6199 gals.).
 LN0514
 LN0514.The modeled gravity was interpolated from observed gravity values.
 LN0514
 LN0514;                    North         East    Units  Estimated Accuracy
 LN0514;SPC UT C     - 2,230,990.      673,450.      MT  (+/- 180 meters Scaled)
 LN0514
 LN0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK309728(NAD 83)
 LN0514
 LN0514                          SUPERSEDED SURVEY CONTROL
 LN0514
 LN0514.No superseded survey control is available for this station.
 LN0514
 LN0514_MARKER: I = METAL ROD
 LN0514_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0514_STAMPING: K 374 1984
 LN0514_MARK LOGO: NGS
 LN0514_PROJECTION: FLUSH
 LN0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0514_ROD/PIPE-DEPTH: 3.05 meters
 LN0514
 LN0514  HISTORY     - Date     Condition        Report By
 LN0514  HISTORY     - 1984     MONUMENTED       NGS
 LN0514
 LN0514                          STATION DESCRIPTION
 LN0514
 LN0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0514'10.4 KM (6.45 MI) EAST FROM VERNAL.
 LN0514'10.4 KM (6.45 MI) EASTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 LN0514'WITH U.S. HIGHWAY 191 IN VERNAL OR 10.8 KM (6.75 MI) WESTERLY ALONG
 LN0514'U.S. HIGHWAY 40 FROM THE POST OFFICE IN JENSEN, 24.2 M (79.4 FT)
 LN0514'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12.0 M (39.4 FT) NORTHWEST
 LN0514'OF THE CENTER OF A PAVED ROAD LEADING NORTHEAST, AND 2.4 M (7.9 FT)
 LN0514'NORTHWEST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS
 LN0514'THROUGH A 5-INCH LOGO CAP.
 LN0514'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENC
 LN0514'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0477 ***********************************************************************
 HM0477  DESIGNATION -  K 374
 HM0477  PID         -  HM0477
 HM0477  STATE/COUNTY-  UT/SAN JUAN
 HM0477  COUNTRY     -  US
 HM0477  USGS QUAD   -  BIG BENCH (2017)
 HM0477
 HM0477                         *CURRENT SURVEY CONTROL
 HM0477  ______________________________________________________________________
 HM0477* NAD 83(1986) POSITION- 37 25 58.     (N) 109 24 13.     (W)   SCALED
 HM0477* NAVD 88 ORTHO HEIGHT -  1511.883 (meters)     4960.24  (feet) ADJUSTED
 HM0477  ______________________________________________________________________
 HM0477  GEOID HEIGHT    -        -20.605 (meters)                     GEOID18
 HM0477  DYNAMIC HEIGHT  -       1510.166 (meters)     4954.60  (feet) COMP
 HM0477  MODELED GRAVITY -    979,442.2   (mgal)                       NAVD 88
 HM0477
 HM0477  VERT ORDER      -  FIRST     CLASS II
 HM0477
 HM0477.The horizontal coordinates were scaled from a map and have
 HM0477.an estimated accuracy of +/- 6 seconds.
 HM0477
 HM0477.The orthometric height was determined by differential leveling and
 HM0477.adjusted by the NATIONAL GEODETIC SURVEY
 HM0477.in June 1991.
 HM0477
 HM0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0477.GEOID18 height accuracy estimate available here.
 HM0477
 HM0477.Click photographs - Photos may exist for this station.
 HM0477
 HM0477.The dynamic height is computed by dividing the NAVD 88
 HM0477.geopotential number by the normal gravity value computed on the
 HM0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0477.degrees latitude (g = 980.6199 gals.).
 HM0477
 HM0477.The modeled gravity was interpolated from observed gravity values.
 HM0477
 HM0477;                    North         East    Units  Estimated Accuracy
 HM0477;SPC UT S     - 3,087,110.      685,520.      MT  (+/- 180 meters Scaled)
 HM0477
 HM0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG412440(NAD 83)
 HM0477
 HM0477                          SUPERSEDED SURVEY CONTROL
 HM0477
 HM0477.No superseded survey control is available for this station.
 HM0477
 HM0477_MARKER: I = METAL ROD
 HM0477_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HM0477_STAMPING: K 374 1984
 HM0477_MARK LOGO: NGS
 HM0477_PROJECTION: FLUSH
 HM0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0477_ROD/PIPE-DEPTH: 9.5 meters
 HM0477
 HM0477  HISTORY     - Date     Condition        Report By
 HM0477  HISTORY     - 1984     MONUMENTED       NGS
 HM0477
 HM0477                          STATION DESCRIPTION
 HM0477
 HM0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0477'25.1 KM (15.6 MI) NE FROM BLUFF.
 HM0477'18.2 KM (11.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0477'OFFICE IN BLUFF, THENCE 6.9 KM (4.3 MI) EASTERLY ALONG STATE HIGHWAY
 HM0477'262, 0.5 KM (0.3 MI) NORTHEAST OF MILEPOST 4, 0.3 KM (0.2 MI)
 HM0477'SOUTHEAST OF A WINDMILL, 32.0 METERS (105.0 FT) NORTHEAST OF A T-FENCE
 HM0477'CORNER, 30.0 METERS (98.4 FT) NORTHWEST OF THE CENTERLINE OF THE
 HM0477'HIGHWAY, AND 7.9 METERS (25.9 FT) SOUTHWEST OF THE CENTER OF A FIELD
 HM0477'ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 HM0477'CAP.
 HM0477'THE MARK IS 03 METERS  SE FROM  A WITNESS POST AND FENCE
 HM0477'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0498 ***********************************************************************
 HO0498  DESIGNATION -  K 375
 HO0498  PID         -  HO0498
 HO0498  STATE/COUNTY-  UT/WASHINGTON
 HO0498  COUNTRY     -  US
 HO0498  USGS QUAD   -  PINTURA (2017)
 HO0498
 HO0498                         *CURRENT SURVEY CONTROL
 HO0498  ______________________________________________________________________
 HO0498* NAD 83(1986) POSITION- 37 21 30.     (N) 113 15 49.     (W)   SCALED
 HO0498* NAVD 88 ORTHO HEIGHT -  1287.219 (meters)     4223.15  (feet) ADJUSTED
 HO0498  ______________________________________________________________________
 HO0498  GEOID HEIGHT    -        -22.717 (meters)                     GEOID18
 HO0498  DYNAMIC HEIGHT  -       1285.810 (meters)     4218.53  (feet) COMP
 HO0498  MODELED GRAVITY -    979,492.4   (mgal)                       NAVD 88
 HO0498
 HO0498  VERT ORDER      -  FIRST     CLASS II
 HO0498
 HO0498.The horizontal coordinates were scaled from a map and have
 HO0498.an estimated accuracy of +/- 6 seconds.
 HO0498
 HO0498.The orthometric height was determined by differential leveling and
 HO0498.adjusted by the NATIONAL GEODETIC SURVEY
 HO0498.in June 1991.
 HO0498
 HO0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0498.GEOID18 height accuracy estimate available here.
 HO0498
 HO0498.Click photographs - Photos may exist for this station.
 HO0498
 HO0498.The dynamic height is computed by dividing the NAVD 88
 HO0498.geopotential number by the normal gravity value computed on the
 HO0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0498.degrees latitude (g = 980.6199 gals.).
 HO0498
 HO0498.The modeled gravity was interpolated from observed gravity values.
 HO0498
 HO0498;                    North         East    Units  Estimated Accuracy
 HO0498;SPC UT S     - 3,078,240.      343,770.      MT  (+/- 180 meters Scaled)
 HO0498
 HO0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG995370(NAD 83)
 HO0498
 HO0498                          SUPERSEDED SURVEY CONTROL
 HO0498
 HO0498.No superseded survey control is available for this station.
 HO0498
 HO0498_MARKER: DV = VERTICAL CONTROL DISK
 HO0498_SETTING: 66 = SET IN ROCK OUTCROP
 HO0498_STAMPING: K 375 1984
 HO0498_MARK LOGO: NGS
 HO0498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0498+STABILITY: POSITION/ELEVATION WELL
 HO0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0498+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 HO0498
 HO0498  HISTORY     - Date     Condition        Report By
 HO0498  HISTORY     - 1984     MONUMENTED       NGS
 HO0498  HISTORY     - 20050921 GOOD             INDIV
 HO0498
 HO0498                          STATION DESCRIPTION
 HO0498
 HO0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0498'14.1 KM (8.8 MI) NORTH FROM TOQUERVILLE.
 HO0498'4.83 KM (3.0 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 HO0498'TOQUERVILLE, THENCE 9.24 KM (5.74 MI) NORTHEAST ALONG INTERSTATE 15,
 HO0498'IN THE LOWER SOUTHWEST EDGE OF A 8 BY 10 FOOT PORTION OF GRANITE
 HO0498'OUTCROP PROJECTING 5 FEET ABOVE THE SURFACE OF THE GROUND AND OUTSIDE
 HO0498'THE SOUTHEAST RIGHT OF WAY FENCE, 0.28 KM (0.18 MI) NORTHEAST OF
 HO0498'MILEPOST 33, 0.35 KM (0.22 MI) SOUTHWEST OF THE SNOWFIELD OVERPASS,
 HO0498'48.5 METERS (159 FT) SOUTHEAST OF THE NORTH BOUND HIGHWAY CENTERLINE,
 HO0498'78.0 METERS (256 FT) NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 HO0498'BRIDGE FOR THE NORTH BOUND LANES, 17.1 METERS (56 FT) NORTHEAST OF A
 HO0498'BRACED FENCE POST IN THE RIGHT OF WAY FENCE.
 HO0498'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 HO0498'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 HO0498
 HO0498                          STATION RECOVERY (2005)
 HO0498
 HO0498'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RW)
 HO0498'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0462 ***********************************************************************
 HO0462  DESIGNATION -  K 376
 HO0462  PID         -  HO0462
 HO0462  STATE/COUNTY-  UT/IRON
 HO0462  COUNTRY     -  US
 HO0462  USGS QUAD   -  ENOCH NE (2017)
 HO0462
 HO0462                         *CURRENT SURVEY CONTROL
 HO0462  ______________________________________________________________________
 HO0462* NAD 83(1986) POSITION- 37 53 03.     (N) 113 01 55.     (W)   SCALED
 HO0462* NAVD 88 ORTHO HEIGHT -  1651.429 (meters)     5418.06  (feet) ADJUSTED
 HO0462  ______________________________________________________________________
 HO0462  GEOID HEIGHT    -        -21.623 (meters)                     GEOID18
 HO0462  DYNAMIC HEIGHT  -       1649.559 (meters)     5411.93  (feet) COMP
 HO0462  MODELED GRAVITY -    979,439.7   (mgal)                       NAVD 88
 HO0462  OBS GRAVITY     -    979,439.8   (mgal)                       GRAV_OBS
 HO0462
 HO0462  VERT ORDER      -  FIRST     CLASS II
 HO0462
 HO0462.The horizontal coordinates were scaled from a map and have
 HO0462.an estimated accuracy of +/- 6 seconds.
 HO0462
 HO0462.The orthometric height was determined by differential leveling and
 HO0462.adjusted by the NATIONAL GEODETIC SURVEY
 HO0462.in June 1991.
 HO0462
 HO0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0462.GEOID18 height accuracy estimate available here.
 HO0462
 HO0462.Click photographs - Photos may exist for this station.
 HO0462
 HO0462.The dynamic height is computed by dividing the NAVD 88
 HO0462.geopotential number by the normal gravity value computed on the
 HO0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0462.degrees latitude (g = 980.6199 gals.).
 HO0462
 HO0462.The modeled gravity was interpolated from observed gravity values.
 HO0462
 HO0462.The observed gravity was obtained from relative gravimeter ties
 HO0462.to the IGSN71 gravity network.
 HO0462
 HO0462;                    North         East    Units  Estimated Accuracy
 HO0462;SPC UT S     - 3,136,230.      365,250.      MT  (+/- 180 meters Scaled)
 HO0462
 HO0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG213949(NAD 83)
 HO0462
 HO0462                          SUPERSEDED SURVEY CONTROL
 HO0462
 HO0462.No superseded survey control is available for this station.
 HO0462
 HO0462_MARKER: I = METAL ROD
 HO0462_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0462_STAMPING: K 376 1984
 HO0462_MARK LOGO: NGS
 HO0462_PROJECTION: FLUSH
 HO0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0462_ROD/PIPE-DEPTH: 5.5 meters
 HO0462
 HO0462  HISTORY     - Date     Condition        Report By
 HO0462  HISTORY     - 1984     MONUMENTED       NGS
 HO0462
 HO0462                          STATION DESCRIPTION
 HO0462
 HO0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0462'23.8 KM (14.8 MI) NORTH FROM CEDAR CITY.
 HO0462'23.76 KM (14.77 MI) NORTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 HO0462'AT CEDAR CITY, 0.26 KM (0.16 MI) SOUTH OF THE T JUNCTION OF A DIRT
 HO0462'ROAD LEADING NORTHEAST TO A RANCH, 12.8 METERS (42 FT) WEST OF THE
 HO0462'HIGHWAY CENTERLINE, 23.2 METERS (76 FT) WEST-NORTHWEST ACROSS THE
 HO0462'HIGHWAY FROM MILEPOST 17, 2.3 METERS (7.5 FT) NORTHEAST OF A TELEPHONE
 HO0462'POLE AND 0.3 METER (1 FT) EAST OF A FENCE.
 HO0462'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 HO0462'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0450 ***********************************************************************
 JO0450  DESIGNATION -  K 377 B CO
 JO0450  PID         -  JO0450
 JO0450  STATE/COUNTY-  UT/BEAVER
 JO0450  COUNTRY     -  US
 JO0450  USGS QUAD   -  FRISCO (2017)
 JO0450
 JO0450                         *CURRENT SURVEY CONTROL
 JO0450  ______________________________________________________________________
 JO0450* NAD 83(1986) POSITION- 38 26 34.     (N) 113 19 25.     (W)   SCALED
 JO0450* NAVD 88 ORTHO HEIGHT -  1655.470 (meters)     5431.32  (feet) ADJUSTED
 JO0450  ______________________________________________________________________
 JO0450  GEOID HEIGHT    -        -21.050 (meters)                     GEOID18
 JO0450  DYNAMIC HEIGHT  -       1653.727 (meters)     5425.60  (feet) COMP
 JO0450  MODELED GRAVITY -    979,517.4   (mgal)                       NAVD 88
 JO0450
 JO0450  VERT ORDER      -  FIRST     CLASS II
 JO0450
 JO0450.The horizontal coordinates were scaled from a map and have
 JO0450.an estimated accuracy of +/- 6 seconds.
 JO0450
 JO0450.The orthometric height was determined by differential leveling and
 JO0450.adjusted by the NATIONAL GEODETIC SURVEY
 JO0450.in June 1991.
 JO0450
 JO0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0450.GEOID18 height accuracy estimate available here.
 JO0450
 JO0450.Click photographs - Photos may exist for this station.
 JO0450
 JO0450.The dynamic height is computed by dividing the NAVD 88
 JO0450.geopotential number by the normal gravity value computed on the
 JO0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0450.degrees latitude (g = 980.6199 gals.).
 JO0450
 JO0450.The modeled gravity was interpolated from observed gravity values.
 JO0450
 JO0450;                    North         East    Units  Estimated Accuracy
 JO0450;SPC UT S     - 3,198,680.      340,800.      MT  (+/- 180 meters Scaled)
 JO0450
 JO0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH972575(NAD 83)
 JO0450
 JO0450                          SUPERSEDED SURVEY CONTROL
 JO0450
 JO0450.No superseded survey control is available for this station.
 JO0450
 JO0450_MARKER: I = METAL ROD
 JO0450_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0450_STAMPING: K 377 1984
 JO0450_MARK LOGO: NGS
 JO0450_PROJECTION: FLUSH
 JO0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0450_ROD/PIPE-DEPTH: 12.2 meters
 JO0450
 JO0450  HISTORY     - Date     Condition        Report By
 JO0450  HISTORY     - 1984     MONUMENTED       NGS
 JO0450
 JO0450                          STATION DESCRIPTION
 JO0450
 JO0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0450'30.4 KM (18.9 MI) NW FROM MILFORD.
 JO0450'30.43 KM (18.9 MI) NORTHWEST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION
 JO0450'WITH STATE HIGHWAY 257 AT MILFORD, 0.81 KM (0.5 MI) NORTHWEST OF THE T
 JO0450'JUNCTION OF A DIRT ROAD LEADING NORTHEAST TO THE CUPRIC MINE, 0.13 KM
 JO0450'(0.08 MI) SOUTHEAST OF MILEPOST 58, 67.0 METERS (220 FT) SOUTHWEST OF
 JO0450'THE HIGHWAY CENTERLINE, 71.3 METERS (234 FT) WEST-SOUTHWEST OF THE
 JO0450'SOUTHWEST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT AND 0.9 METER
 JO0450'(3 FT) SOUTHEAST OF A TELEPHONE POLE.
 JO0450'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 JO0450'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0620 ***********************************************************************
 MS0620  DESIGNATION -  K 377 BE CO
 MS0620  PID         -  MS0620
 MS0620  STATE/COUNTY-  UT/BOX ELDER
 MS0620  COUNTRY     -  US
 MS0620  USGS QUAD   -  BLACK BUTTE (2017)
 MS0620
 MS0620                         *CURRENT SURVEY CONTROL
 MS0620  ______________________________________________________________________
 MS0620* NAD 83(1986) POSITION- 41 49 20.     (N) 113 08 03.     (W)   SCALED
 MS0620* NAVD 88 ORTHO HEIGHT -  1358.420 (meters)     4456.75  (feet) ADJUSTED
 MS0620  ______________________________________________________________________
 MS0620  GEOID HEIGHT    -        -15.326 (meters)                     GEOID18
 MS0620  DYNAMIC HEIGHT  -       1357.502 (meters)     4453.74  (feet) COMP
 MS0620  MODELED GRAVITY -    979,900.2   (mgal)                       NAVD 88
 MS0620
 MS0620  VERT ORDER      -  FIRST     CLASS II
 MS0620
 MS0620.The horizontal coordinates were scaled from a map and have
 MS0620.an estimated accuracy of +/- 6 seconds.
 MS0620
 MS0620.The orthometric height was determined by differential leveling and
 MS0620.adjusted by the NATIONAL GEODETIC SURVEY
 MS0620.in June 1991.
 MS0620
 MS0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0620.GEOID18 height accuracy estimate available here.
 MS0620
 MS0620.Click photographs - Photos may exist for this station.
 MS0620
 MS0620.The dynamic height is computed by dividing the NAVD 88
 MS0620.geopotential number by the normal gravity value computed on the
 MS0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0620.degrees latitude (g = 980.6199 gals.).
 MS0620
 MS0620.The modeled gravity was interpolated from observed gravity values.
 MS0620
 MS0620;                    North         East    Units  Estimated Accuracy
 MS0620;SPC UT N     - 1,166,620.      364,240.      MT  (+/- 180 meters Scaled)
 MS0620
 MS0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM227322(NAD 83)
 MS0620
 MS0620                          SUPERSEDED SURVEY CONTROL
 MS0620
 MS0620.No superseded survey control is available for this station.
 MS0620
 MS0620_MARKER: I = METAL ROD
 MS0620_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0620_STAMPING: K 377 1984
 MS0620_MARK LOGO: NGS
 MS0620_PROJECTION: FLUSH
 MS0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0620_ROD/PIPE-DEPTH: 9.7 meters
 MS0620
 MS0620  HISTORY     - Date     Condition        Report By
 MS0620  HISTORY     - 1984     MONUMENTED       NGS
 MS0620
 MS0620                          STATION DESCRIPTION
 MS0620
 MS0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0620'16.9 KM (10.5 MI) SE FROM PARK VALLEY.
 MS0620'14.83 KM (9.22 MI) EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE IN
 MS0620'PARK VALLEY, THENCE 2.08 KM (1.29 MI) SOUTH ALONG A DIRT ROAD, AT THE
 MS0620'TOP OF A SLIGHT SAGEBRUSH COVERED RISE, 0.77 KM (0.48 MI) SOUTH OF A
 MS0620'PROMINENT CURVE AND 21.0 METERS (69 FT) EAST OF THE CENTER OF THE
 MS0620'ROAD.
 MS0620'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 MS0620'THE MARK IS 0.4 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0431 ***********************************************************************
 JO0431  DESIGNATION -  K 378 B CO
 JO0431  PID         -  JO0431
 JO0431  STATE/COUNTY-  UT/BEAVER
 JO0431  COUNTRY     -  US
 JO0431  USGS QUAD   -  PINE VALLEY HARDPAN SOUTH (2017)
 JO0431
 JO0431                         *CURRENT SURVEY CONTROL
 JO0431  ______________________________________________________________________
 JO0431* NAD 83(1986) POSITION- 38 31 02.     (N) 113 38 24.     (W)   SCALED
 JO0431* NAVD 88 ORTHO HEIGHT -  1615.041 (meters)     5298.68  (feet) ADJUSTED
 JO0431  ______________________________________________________________________
 JO0431  GEOID HEIGHT    -        -21.254 (meters)                     GEOID18
 JO0431  DYNAMIC HEIGHT  -       1613.343 (meters)     5293.11  (feet) COMP
 JO0431  MODELED GRAVITY -    979,519.9   (mgal)                       NAVD 88
 JO0431
 JO0431  VERT ORDER      -  FIRST     CLASS II
 JO0431
 JO0431.The horizontal coordinates were scaled from a map and have
 JO0431.an estimated accuracy of +/- 6 seconds.
 JO0431
 JO0431.The orthometric height was determined by differential leveling and
 JO0431.adjusted by the NATIONAL GEODETIC SURVEY
 JO0431.in June 1991.
 JO0431
 JO0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0431.GEOID18 height accuracy estimate available here.
 JO0431
 JO0431.Click photographs - Photos may exist for this station.
 JO0431
 JO0431.The dynamic height is computed by dividing the NAVD 88
 JO0431.geopotential number by the normal gravity value computed on the
 JO0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0431.degrees latitude (g = 980.6199 gals.).
 JO0431
 JO0431.The modeled gravity was interpolated from observed gravity values.
 JO0431
 JO0431;                    North         East    Units  Estimated Accuracy
 JO0431;SPC UT S     - 3,207,530.      313,380.      MT  (+/- 180 meters Scaled)
 JO0431
 JO0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH698665(NAD 83)
 JO0431
 JO0431                          SUPERSEDED SURVEY CONTROL
 JO0431
 JO0431.No superseded survey control is available for this station.
 JO0431
 JO0431_MARKER: I = METAL ROD
 JO0431_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0431_STAMPING: K 378 1984
 JO0431_MARK LOGO: NGS
 JO0431_PROJECTION: FLUSH
 JO0431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0431_ROD/PIPE-DEPTH: 3.9 meters
 JO0431
 JO0431  HISTORY     - Date     Condition        Report By
 JO0431  HISTORY     - 1984     MONUMENTED       NGS
 JO0431
 JO0431                          STATION DESCRIPTION
 JO0431
 JO0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0431'60.2 KM (37.6 MI) WEST FROM MILFORD.
 JO0431'60.2 KM (37.6 MI) WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 JO0431'STATE HIGHWAY 257 AT MILFORD, 0.7 KM (0.4 MI) SOUTHEAST OF MILEPOST
 JO0431'39, 31.1 METERS (102 FT) NORTHEAST OF THE HIGHWAY CENTERLINE AND
 JO0431'46.9 METERS (154 FT) EAST OF THE NORTHEAST END OF A CORRUGATED METAL
 JO0431'PIPE CULVERT.
 JO0431'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 JO0431'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0644 ***********************************************************************
 MS0644  DESIGNATION -  K 378 BE CO
 MS0644  PID         -  MS0644
 MS0644  STATE/COUNTY-  UT/BOX ELDER
 MS0644  COUNTRY     -  US
 MS0644  USGS QUAD   -  WARM SPRING HILLS (2017)
 MS0644
 MS0644                         *CURRENT SURVEY CONTROL
 MS0644  ______________________________________________________________________
 MS0644* NAD 83(1986) POSITION- 41 44 33.     (N) 113 31 08.     (W)   SCALED
 MS0644* NAVD 88 ORTHO HEIGHT -  1619.623 (meters)     5313.71  (feet) ADJUSTED
 MS0644  ______________________________________________________________________
 MS0644  GEOID HEIGHT    -        -15.414 (meters)                     GEOID18
 MS0644  DYNAMIC HEIGHT  -       1618.434 (meters)     5309.81  (feet) COMP
 MS0644  MODELED GRAVITY -    979,831.7   (mgal)                       NAVD 88
 MS0644
 MS0644  VERT ORDER      -  FIRST     CLASS II
 MS0644
 MS0644.The horizontal coordinates were scaled from a map and have
 MS0644.an estimated accuracy of +/- 6 seconds.
 MS0644
 MS0644.The orthometric height was determined by differential leveling and
 MS0644.adjusted by the NATIONAL GEODETIC SURVEY
 MS0644.in June 1991.
 MS0644
 MS0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0644.GEOID18 height accuracy estimate available here.
 MS0644
 MS0644.Click photographs - Photos may exist for this station.
 MS0644
 MS0644.The dynamic height is computed by dividing the NAVD 88
 MS0644.geopotential number by the normal gravity value computed on the
 MS0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0644.degrees latitude (g = 980.6199 gals.).
 MS0644
 MS0644.The modeled gravity was interpolated from observed gravity values.
 MS0644
 MS0644;                    North         East    Units  Estimated Accuracy
 MS0644;SPC UT N     - 1,158,440.      332,080.      MT  (+/- 180 meters Scaled)
 MS0644
 MS0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM905242(NAD 83)
 MS0644
 MS0644                          SUPERSEDED SURVEY CONTROL
 MS0644
 MS0644.No superseded survey control is available for this station.
 MS0644
 MS0644_MARKER: I = METAL ROD
 MS0644_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0644+WITH SETTING: INFORMATION.
 MS0644_STAMPING: K 378 1984
 MS0644_MARK LOGO: NGS
 MS0644_PROJECTION: FLUSH
 MS0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0644_ROD/PIPE-DEPTH: 0.9 meters
 MS0644
 MS0644  HISTORY     - Date     Condition        Report By
 MS0644  HISTORY     - 1984     MONUMENTED       NGS
 MS0644
 MS0644                          STATION DESCRIPTION
 MS0644
 MS0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0644'21.0 KM (13.0 MI) SW FROM PARK VALLEY.
 MS0644'20.98 KM (13.04 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0644'AT PARK VALLEY, AT A FENCE CORNER, 0.48 KM (0.30 MI) SOUTH OF MILEPOST
 MS0644'43 AND A POWER LINE CROSSING, 30.2 METERS (99 FT) WEST OF THE HIGHWAY
 MS0644'CENTERLINE, 27.7 METERS (91 FT) SOUTHWEST OF THE WEST END OF A
 MS0644'CORRUGATED METAL PIPE CULVERT, 1.0 METER (3.3 FT) SOUTHEAST OF THE
 MS0644'FENCE CORNER AND 0.6 METER (2 FT) EAST OF THE FENCE.
 MS0644'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 MS0644'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0473 ***********************************************************************
 LN0473  DESIGNATION -  K 379
 LN0473  PID         -  LN0473
 LN0473  STATE/COUNTY-  UT/UINTAH
 LN0473  COUNTRY     -  US
 LN0473  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0473
 LN0473                         *CURRENT SURVEY CONTROL
 LN0473  ______________________________________________________________________
 LN0473* NAD 83(1986) POSITION- 40 44 10.     (N) 109 28 16.     (W)   SCALED
 LN0473* NAVD 88 ORTHO HEIGHT -  2574.311 (meters)     8445.89  (feet) ADJUSTED
 LN0473  ______________________________________________________________________
 LN0473  GEOID HEIGHT    -        -14.003 (meters)                     GEOID18
 LN0473  DYNAMIC HEIGHT  -       2571.713 (meters)     8437.36  (feet) COMP
 LN0473  MODELED GRAVITY -    979,521.2   (mgal)                       NAVD 88
 LN0473
 LN0473  VERT ORDER      -  FIRST     CLASS II
 LN0473
 LN0473.The horizontal coordinates were scaled from a map and have
 LN0473.an estimated accuracy of +/- 6 seconds.
 LN0473
 LN0473.The orthometric height was determined by differential leveling and
 LN0473.adjusted by the NATIONAL GEODETIC SURVEY
 LN0473.in June 1991.
 LN0473
 LN0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0473.GEOID18 height accuracy estimate available here.
 LN0473
 LN0473.Click photographs - Photos may exist for this station.
 LN0473
 LN0473.The dynamic height is computed by dividing the NAVD 88
 LN0473.geopotential number by the normal gravity value computed on the
 LN0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0473.degrees latitude (g = 980.6199 gals.).
 LN0473
 LN0473.The modeled gravity was interpolated from observed gravity values.
 LN0473
 LN0473;                    North         East    Units  Estimated Accuracy
 LN0473;SPC UT C     - 2,268,710.      671,370.      MT  (+/- 180 meters Scaled)
 LN0473
 LN0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL290105(NAD 83)
 LN0473
 LN0473                          SUPERSEDED SURVEY CONTROL
 LN0473
 LN0473.No superseded survey control is available for this station.
 LN0473
 LN0473_MARKER: I = METAL ROD
 LN0473_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0473_STAMPING: K 379 1984
 LN0473_MARK LOGO: NGS
 LN0473_PROJECTION: FLUSH
 LN0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0473_ROD/PIPE-DEPTH: 7.3 meters
 LN0473
 LN0473  HISTORY     - Date     Condition        Report By
 LN0473  HISTORY     - 1984     MONUMENTED       NGS
 LN0473
 LN0473                          STATION DESCRIPTION
 LN0473
 LN0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0473'40.1 KM (24.9 MI) NORTH FROM VERNAL.
 LN0473'40.1 KM (24.9 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0473'WITH U.S. HIGHWAY 40 IN VERNAL, 0.2 KM (0.1 MI) SOUTH OF MILEPOST 226,
 LN0473'AND 11.5 M (37.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 LN0473'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LN0473'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LN0473'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0453 ***********************************************************************
 HM0453  DESIGNATION -  K 379
 HM0453  PID         -  HM0453
 HM0453  STATE/COUNTY-  UT/SAN JUAN
 HM0453  COUNTRY     -  US
 HM0453  USGS QUAD   -  WICKIUP CANYON (2017)
 HM0453
 HM0453                         *CURRENT SURVEY CONTROL
 HM0453  ______________________________________________________________________
 HM0453* NAD 83(1986) POSITION- 37 18 06.     (N) 109 04 27.     (W)   SCALED
 HM0453* NAVD 88 ORTHO HEIGHT -  1505.361 (meters)     4938.84  (feet) ADJUSTED
 HM0453  ______________________________________________________________________
 HM0453  GEOID HEIGHT    -        -20.550 (meters)                     GEOID18
 HM0453  DYNAMIC HEIGHT  -       1503.644 (meters)     4933.21  (feet) COMP
 HM0453  MODELED GRAVITY -    979,437.8   (mgal)                       NAVD 88
 HM0453
 HM0453  VERT ORDER      -  FIRST     CLASS II
 HM0453
 HM0453.The horizontal coordinates were scaled from a map and have
 HM0453.an estimated accuracy of +/- 6 seconds.
 HM0453
 HM0453.The orthometric height was determined by differential leveling and
 HM0453.adjusted by the NATIONAL GEODETIC SURVEY
 HM0453.in June 1991.
 HM0453
 HM0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0453.GEOID18 height accuracy estimate available here.
 HM0453
 HM0453.Click photographs - Photos may exist for this station.
 HM0453
 HM0453.The dynamic height is computed by dividing the NAVD 88
 HM0453.geopotential number by the normal gravity value computed on the
 HM0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0453.degrees latitude (g = 980.6199 gals.).
 HM0453
 HM0453.The modeled gravity was interpolated from observed gravity values.
 HM0453
 HM0453;                    North         East    Units  Estimated Accuracy
 HM0453;SPC UT S     - 3,073,260.      715,040.      MT  (+/- 180 meters Scaled)
 HM0453
 HM0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG706300(NAD 83)
 HM0453
 HM0453                          SUPERSEDED SURVEY CONTROL
 HM0453
 HM0453.No superseded survey control is available for this station.
 HM0453
 HM0453_MARKER: DV = VERTICAL CONTROL DISK
 HM0453_SETTING: 66 = SET IN ROCK OUTCROP
 HM0453_STAMPING: K 379 1984
 HM0453_MARK LOGO: NGS
 HM0453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0453+STABILITY: POSITION/ELEVATION WELL
 HM0453
 HM0453  HISTORY     - Date     Condition        Report By
 HM0453  HISTORY     - 1984     MONUMENTED       NGS
 HM0453
 HM0453                          STATION DESCRIPTION
 HM0453
 HM0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0453'50.1 KM (31.15 MI) WEST FROM CORTEZ CO.
 HM0453'4.1 KM (2.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 160 FROM ITS WEST
 HM0453'JUNCTION WITH U.S. HIGHWAY 666 IN CORTEZ, THENCE 46.0 KM (28.6 MI)
 HM0453'WESTERLY ALONG A PAVED (TURNING TO GRAVEL) ROAD, 4.7 KM (2.9 MI) WEST
 HM0453'OF THE ISMAY TRADING POST, NEAR THE NORTH END OF A 30- BY 150-FOOT
 HM0453'EXPOSED AREA OF OUTCROPPING BEDROCK, 150.0 METERS (492.1 FT) WEST OF
 HM0453'AN OILWELL (FILBERT NUMBER 22), 82.0 METERS (269.0 FT) SOUTHWEST OF
 HM0453'THE CENTER OF A DIRT ROAD LEADING SOUTHEAST, 42.7 METERS (140.1 FT)
 HM0453'SOUTHEAST OF THE CENTER OF THE ROAD, 5.5 METERS (18.0 FT) WEST OF THE
 HM0453'EAST EDGE OF THE OUTCROP, 0.9 METER (3.0 FT) SOUTH OF THE NORTH EDGE
 HM0453'OF THE OUTCROP.
 HM0453'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 HM0453'THE MARK IS 2.0 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0054 ***********************************************************************
 HO0054  DESIGNATION -  K 38
 HO0054  PID         -  HO0054
 HO0054  STATE/COUNTY-  UT/GARFIELD
 HO0054  COUNTRY     -  US
 HO0054  USGS QUAD   -  PANGUITCH NW (2017)
 HO0054
 HO0054                         *CURRENT SURVEY CONTROL
 HO0054  ______________________________________________________________________
 HO0054* NAD 83(1986) POSITION- 37 59 01.     (N) 112 23 56.     (W)   SCALED
 HO0054* NAVD 88 ORTHO HEIGHT -  1977.010 (meters)     6486.24  (feet) ADJUSTED
 HO0054  ______________________________________________________________________
 HO0054  GEOID HEIGHT    -        -19.938 (meters)                     GEOID18
 HO0054  DYNAMIC HEIGHT  -       1974.641 (meters)     6478.47  (feet) COMP
 HO0054  MODELED GRAVITY -    979,361.1   (mgal)                       NAVD 88
 HO0054
 HO0054  VERT ORDER      -  SECOND    CLASS 0
 HO0054
 HO0054.The horizontal coordinates were scaled from a map and have
 HO0054.an estimated accuracy of +/- 6 seconds.
 HO0054
 HO0054.The orthometric height was determined by differential leveling and
 HO0054.adjusted by the NATIONAL GEODETIC SURVEY
 HO0054.in June 1991.
 HO0054
 HO0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0054.GEOID18 height accuracy estimate available here.
 HO0054
 HO0054.Click photographs - Photos may exist for this station.
 HO0054
 HO0054.The dynamic height is computed by dividing the NAVD 88
 HO0054.geopotential number by the normal gravity value computed on the
 HO0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0054.degrees latitude (g = 980.6199 gals.).
 HO0054
 HO0054.The modeled gravity was interpolated from observed gravity values.
 HO0054
 HO0054;                    North         East    Units  Estimated Accuracy
 HO0054;SPC UT S     - 3,146,540.      421,040.      MT  (+/- 180 meters Scaled)
 HO0054
 HO0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH771049(NAD 83)
 HO0054
 HO0054                          SUPERSEDED SURVEY CONTROL
 HO0054
 HO0054  NGVD 29 (??/??/92) 1975.760  (m)         6482.14   (f) ADJ UNCH    2 0
 HO0054
 HO0054.Superseded values are not recommended for survey control.
 HO0054
 HO0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0054.See file dsdata.pdf to determine how the superseded data were derived.
 HO0054
 HO0054_MARKER: DB = BENCH MARK DISK
 HO0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0054_STAMPING: K 38 1934
 HO0054_MARK LOGO: CGS
 HO0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0054+STABILITY: SURFACE MOTION
 HO0054
 HO0054  HISTORY     - Date     Condition        Report By
 HO0054  HISTORY     - 1934     MONUMENTED       CGS
 HO0054  HISTORY     - 20120613 MARK NOT FOUND   GEOCAC
 HO0054
 HO0054                          STATION DESCRIPTION
 HO0054
 HO0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0054'11.6 MI N FROM PANGUITCH.
 HO0054'11.6 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 HO0054'PANGUITCH, 84 FEET SOUTH OF POLE 2222, AND 54 FEET WEST OF THE CENTER
 HO0054'LINE OF THE HIGHWAY.  SET IN THE TOP OF A CONCRETE POST.
 HO0054
 HO0054                          STATION RECOVERY (2012)
 HO0054
 HO0054'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0054'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0594 ***********************************************************************
 MS0594  DESIGNATION -  K 380
 MS0594  PID         -  MS0594
 MS0594  STATE/COUNTY-  UT/BOX ELDER
 MS0594  COUNTRY     -  US
 MS0594  USGS QUAD   -  LAKE RIDGE (2017)
 MS0594
 MS0594                         *CURRENT SURVEY CONTROL
 MS0594  ______________________________________________________________________
 MS0594* NAD 83(1986) POSITION- 41 41 12.     (N) 112 40 37.     (W)   SCALED
 MS0594* NAVD 88 ORTHO HEIGHT -  1364.378 (meters)     4476.30  (feet) ADJUSTED
 MS0594  ______________________________________________________________________
 MS0594  GEOID HEIGHT    -        -15.645 (meters)                     GEOID18
 MS0594  DYNAMIC HEIGHT  -       1363.456 (meters)     4473.27  (feet) COMP
 MS0594  MODELED GRAVITY -    979,899.6   (mgal)                       NAVD 88
 MS0594
 MS0594  VERT ORDER      -  FIRST     CLASS II
 MS0594
 MS0594.The horizontal coordinates were scaled from a map and have
 MS0594.an estimated accuracy of +/- 6 seconds.
 MS0594
 MS0594.The orthometric height was determined by differential leveling and
 MS0594.adjusted by the NATIONAL GEODETIC SURVEY
 MS0594.in June 1991.
 MS0594
 MS0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0594.GEOID18 height accuracy estimate available here.
 MS0594
 MS0594.Click photographs - Photos may exist for this station.
 MS0594
 MS0594.The dynamic height is computed by dividing the NAVD 88
 MS0594.geopotential number by the normal gravity value computed on the
 MS0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0594.degrees latitude (g = 980.6199 gals.).
 MS0594
 MS0594.The modeled gravity was interpolated from observed gravity values.
 MS0594
 MS0594;                    North         East    Units  Estimated Accuracy
 MS0594;SPC UT N     - 1,150,960.      402,020.      MT  (+/- 180 meters Scaled)
 MS0594
 MS0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM604163(NAD 83)
 MS0594
 MS0594                          SUPERSEDED SURVEY CONTROL
 MS0594
 MS0594.No superseded survey control is available for this station.
 MS0594
 MS0594_MARKER: I = METAL ROD
 MS0594_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0594_STAMPING: K 380 1984
 MS0594_MARK LOGO: NGS
 MS0594_PROJECTION: FLUSH
 MS0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0594_ROD/PIPE-DEPTH: 9.4 meters
 MS0594
 MS0594  HISTORY     - Date     Condition        Report By
 MS0594  HISTORY     - 1984     MONUMENTED       NGS
 MS0594
 MS0594                          STATION DESCRIPTION
 MS0594
 MS0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0594'15.8 KM (9.8 MI) NW FROM PROMONTORY.
 MS0594'1.58 KM (0.98 MI) NORTH ALONG A PAVED ROAD FROM THE GOLDEN SPIKE
 MS0594'MONUMENT IN PROMONTORY, THENCE 14.23 KM (8.85 MI) WEST ALONG A GRAVEL
 MS0594'ROAD, AT THE TOP OF A SLIGHT GRASSY RISE, 0.86 KM (0.53 MI) SOUTHEAST
 MS0594'OF A STOCK PEN, 21.3 METERS (70 FT) NORTHEAST OF THE CENTER OF THE
 MS0594'ROAD AND 50.6 METERS (166 FT) NORTH ACROSS THE ROAD FROM AN
 MS0594'UNDERGROUND CABLE ROUTE WARNING SIGN NUMBER 240.
 MS0594'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 MS0594'THE MARK IS 0.4 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0675 ***********************************************************************
 MS0675  DESIGNATION -  K 381
 MS0675  PID         -  MS0675
 MS0675  STATE/COUNTY-  UT/BOX ELDER
 MS0675  COUNTRY     -  US
 MS0675  USGS QUAD   -  LUCIN NW (2017)
 MS0675
 MS0675                         *CURRENT SURVEY CONTROL
 MS0675  ______________________________________________________________________
 MS0675* NAD 83(1986) POSITION- 41 25 16.1    (N) 113 53 23.7    (W)   HD_HELD2
 MS0675* NAVD 88 ORTHO HEIGHT -  1422.784 (meters)     4667.92  (feet) ADJUSTED
 MS0675  ______________________________________________________________________
 MS0675  GEOID HEIGHT    -        -16.606 (meters)                     GEOID18
 MS0675  DYNAMIC HEIGHT  -       1421.760 (meters)     4664.56  (feet) COMP
 MS0675  MODELED GRAVITY -    979,853.9   (mgal)                       NAVD 88
 MS0675
 MS0675  VERT ORDER      -  FIRST     CLASS II
 MS0675
 MS0675.The horizontal coordinates were established by autonomous hand held GPS
 MS0675.observations and have an estimated accuracy of +/- 10 meters.
 MS0675
 MS0675.The orthometric height was determined by differential leveling and
 MS0675.adjusted by the NATIONAL GEODETIC SURVEY
 MS0675.in June 1991.
 MS0675
 MS0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0675.GEOID18 height accuracy estimate available here.
 MS0675
 MS0675.Click photographs - Photos may exist for this station.
 MS0675
 MS0675.The dynamic height is computed by dividing the NAVD 88
 MS0675.geopotential number by the normal gravity value computed on the
 MS0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0675.degrees latitude (g = 980.6199 gals.).
 MS0675
 MS0675.The modeled gravity was interpolated from observed gravity values.
 MS0675
 MS0675;                    North         East    Units  Estimated Accuracy
 MS0675;SPC UT N     - 1,123,549.      300,242.      MT  (+/- 10 meters HH2 GPS)
 MS0675
 MS0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL5849489540(NAD 83)
 MS0675
 MS0675                          SUPERSEDED SURVEY CONTROL
 MS0675
 MS0675.No superseded survey control is available for this station.
 MS0675
 MS0675_MARKER: I = METAL ROD
 MS0675_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0675_STAMPING: K 381 1984
 MS0675_MARK LOGO: NGS
 MS0675_PROJECTION: FLUSH
 MS0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0675_ROD/PIPE-DEPTH: 9.7 meters
 MS0675
 MS0675  HISTORY     - Date     Condition        Report By
 MS0675  HISTORY     - 1984     MONUMENTED       NGS
 MS0675
 MS0675                          STATION DESCRIPTION
 MS0675
 MS0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0675'75.6 KM (47.0 MI) SW FROM PARK VALLEY.
 MS0675'75.62 KM (47.00 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0675'AT PARK VALLEY, AT A POWER LINE JUNCTION POLE WITH A GUY WIRE AND IN
 MS0675'THE SOUTHWEST CORNER OF THE INTERSECTION OF A DIRT ROAD AT GROUSE
 MS0675'CREEK JUNCTION, 0.57 KM (0.36 MI) WEST OF MILEPOST 9, 32.3 METERS
 MS0675'(106 FT) SOUTH OF THE HIGHWAY CENTERLINE, 17.1 METERS (56 FT) WEST OF
 MS0675'THE CENTER OF THE DIRT ROAD, 8.2 METERS (27 FT) EAST OF THE GUY WIRE
 MS0675'ANCHOR, 1.2 METERS (4 FT) SOUTH OF A POWER POLE AND 0.6 METER (2 FT)
 MS0675'WEST OF A FENCE.
 MS0675'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 MS0675'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0490 ***********************************************************************
 LN0490  DESIGNATION -  K 383
 LN0490  PID         -  LN0490
 LN0490  STATE/COUNTY-  UT/UINTAH
 LN0490  COUNTRY     -  US
 LN0490  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0490
 LN0490                         *CURRENT SURVEY CONTROL
 LN0490  ______________________________________________________________________
 LN0490* NAD 83(1986) POSITION- 40 37 43.     (N) 109 28 33.     (W)   SCALED
 LN0490* NAVD 88 ORTHO HEIGHT -  2046.549 (meters)     6714.39  (feet) ADJUSTED
 LN0490  ______________________________________________________________________
 LN0490  GEOID HEIGHT    -        -15.008 (meters)                     GEOID18
 LN0490  DYNAMIC HEIGHT  -       2044.611 (meters)     6708.03  (feet) COMP
 LN0490  MODELED GRAVITY -    979,604.7   (mgal)                       NAVD 88
 LN0490
 LN0490  VERT ORDER      -  FIRST     CLASS II
 LN0490
 LN0490.The horizontal coordinates were scaled from a map and have
 LN0490.an estimated accuracy of +/- 6 seconds.
 LN0490
 LN0490.The orthometric height was determined by differential leveling and
 LN0490.adjusted by the NATIONAL GEODETIC SURVEY
 LN0490.in June 1991.
 LN0490
 LN0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0490.GEOID18 height accuracy estimate available here.
 LN0490
 LN0490.Click photographs - Photos may exist for this station.
 LN0490
 LN0490.The dynamic height is computed by dividing the NAVD 88
 LN0490.geopotential number by the normal gravity value computed on the
 LN0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0490.degrees latitude (g = 980.6199 gals.).
 LN0490
 LN0490.The modeled gravity was interpolated from observed gravity values.
 LN0490
 LN0490;                    North         East    Units  Estimated Accuracy
 LN0490;SPC UT C     - 2,256,770.      671,240.      MT  (+/- 180 meters Scaled)
 LN0490
 LN0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK289986(NAD 83)
 LN0490
 LN0490                          SUPERSEDED SURVEY CONTROL
 LN0490
 LN0490.No superseded survey control is available for this station.
 LN0490
 LN0490_MARKER: DV = VERTICAL CONTROL DISK
 LN0490_SETTING: 66 = SET IN ROCK OUTCROP
 LN0490_STAMPING: K 383 1984
 LN0490_MARK LOGO: NGS
 LN0490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0490+STABILITY: POSITION/ELEVATION WELL
 LN0490
 LN0490  HISTORY     - Date     Condition        Report By
 LN0490  HISTORY     - 1984     MONUMENTED       NGS
 LN0490
 LN0490                          STATION DESCRIPTION
 LN0490
 LN0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0490'24.3 KM (15.1 MI) NORTH FROM VERNAL.
 LN0490'24.3 KM (15.1 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0490'WITH U.S. HIGHWAY 40 IN VERNAL, 0.5 KM (0.3 MI) NORTH OF A POWERLINE
 LN0490'CROSSING, IN A 10 BY 10 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 79.0
 LN0490'M (259.2 FT) SOUTH OF MILEPOST 216, 13.3 M (43.6 FT) EAST OF THE
 LN0490'CENTERLINE OF THE HIGHWAY, AND 0.5 M (1.6 FT) WEST OF THE EAST EDGE OF
 LN0490'THE OUTCROP.
 LN0490'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LN0490'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0433 ***********************************************************************
 LN0433  DESIGNATION -  K 385
 LN0433  PID         -  LN0433
 LN0433  STATE/COUNTY-  UT/DAGGETT
 LN0433  COUNTRY     -  US
 LN0433  USGS QUAD   -  MANILA (2017)
 LN0433
 LN0433                         *CURRENT SURVEY CONTROL
 LN0433  ______________________________________________________________________
 LN0433* NAD 83(1986) POSITION- 40 54 54.     (N) 109 40 41.     (W)   SCALED
 LN0433* NAVD 88 ORTHO HEIGHT -  1977.579 (meters)     6488.11  (feet) ADJUSTED
 LN0433  ______________________________________________________________________
 LN0433  GEOID HEIGHT    -        -13.646 (meters)                     GEOID18
 LN0433  DYNAMIC HEIGHT  -       1975.834 (meters)     6482.38  (feet) COMP
 LN0433  MODELED GRAVITY -    979,670.6   (mgal)                       NAVD 88
 LN0433
 LN0433  VERT ORDER      -  FIRST     CLASS II
 LN0433
 LN0433.The horizontal coordinates were scaled from a map and have
 LN0433.an estimated accuracy of +/- 6 seconds.
 LN0433
 LN0433.The orthometric height was determined by differential leveling and
 LN0433.adjusted by the NATIONAL GEODETIC SURVEY
 LN0433.in June 1991.
 LN0433
 LN0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0433.GEOID18 height accuracy estimate available here.
 LN0433
 LN0433.Click photographs - Photos may exist for this station.
 LN0433
 LN0433.The dynamic height is computed by dividing the NAVD 88
 LN0433.geopotential number by the normal gravity value computed on the
 LN0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0433.degrees latitude (g = 980.6199 gals.).
 LN0433
 LN0433.The modeled gravity was interpolated from observed gravity values.
 LN0433
 LN0433;                    North         East    Units  Estimated Accuracy
 LN0433;SPC UT N     - 1,066,200.      653,470.      MT  (+/- 180 meters Scaled)
 LN0433
 LN0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL113301(NAD 83)
 LN0433
 LN0433                          SUPERSEDED SURVEY CONTROL
 LN0433
 LN0433.No superseded survey control is available for this station.
 LN0433
 LN0433_MARKER: DV = VERTICAL CONTROL DISK
 LN0433_SETTING: 66 = SET IN ROCK OUTCROP
 LN0433_STAMPING: K 385 1984
 LN0433_MARK LOGO: NGS
 LN0433_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0433+STABILITY: POSITION/ELEVATION WELL
 LN0433
 LN0433  HISTORY     - Date     Condition        Report By
 LN0433  HISTORY     - 1984     MONUMENTED       NGS
 LN0433
 LN0433                          STATION DESCRIPTION
 LN0433
 LN0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0433'13.6 KM (8.45 MI) SOUTH FROM MANILA.
 LN0433'13.6 KM (8.45 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0433'WITH STATE HIGHWAY 43 IN MANILA, 0.6 KM (0.35 MI) SOUTHEAST OF A PAVED
 LN0433'ROAD LEADING TO SHEEP CREEK BOAT RAMP, 0.9 KM (0.55 MI) SOUTHEAST OF
 LN0433'MILEPOST 20, NEAR THE CENTER OF A 20 BY 286 FOOT HIGHWAY CUT, 46.6 M
 LN0433'(152.9 FT) SOUTH OF THE NORTH END OF THE HIGHWAY CUT, 41.2 M
 LN0433'(135.2 FT) SOUTH OF THE SOUTH END OF A GUARD RAIL, AND 9.2 M (30.2 FT)
 LN0433'EAST OF THE CENTERLINE OF THE HIGHWAY.
 LN0433'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LN0433'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0377 ***********************************************************************
 LN0377  DESIGNATION -  K 386
 LN0377  PID         -  LN0377
 LN0377  STATE/COUNTY-  UT/UINTAH
 LN0377  COUNTRY     -  US
 LN0377  USGS QUAD   -  DINOSAUR QUARRY (2017)
 LN0377
 LN0377                         *CURRENT SURVEY CONTROL
 LN0377  ______________________________________________________________________
 LN0377* NAD 83(1986) POSITION- 40 22 48.     (N) 109 19 15.     (W)   SCALED
 LN0377* NAVD 88 ORTHO HEIGHT -  1456.197 (meters)     4777.54  (feet) ADJUSTED
 LN0377  ______________________________________________________________________
 LN0377  GEOID HEIGHT    -        -17.063 (meters)                     GEOID18
 LN0377  DYNAMIC HEIGHT  -       1454.896 (meters)     4773.27  (feet) COMP
 LN0377  MODELED GRAVITY -    979,681.6   (mgal)                       NAVD 88
 LN0377
 LN0377  VERT ORDER      -  FIRST     CLASS II
 LN0377
 LN0377.The horizontal coordinates were scaled from a map and have
 LN0377.an estimated accuracy of +/- 6 seconds.
 LN0377
 LN0377.The orthometric height was determined by differential leveling and
 LN0377.adjusted by the NATIONAL GEODETIC SURVEY
 LN0377.in June 1991.
 LN0377
 LN0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0377.GEOID18 height accuracy estimate available here.
 LN0377
 LN0377.Click photographs - Photos may exist for this station.
 LN0377
 LN0377.The dynamic height is computed by dividing the NAVD 88
 LN0377.geopotential number by the normal gravity value computed on the
 LN0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0377.degrees latitude (g = 980.6199 gals.).
 LN0377
 LN0377.The modeled gravity was interpolated from observed gravity values.
 LN0377
 LN0377;                    North         East    Units  Estimated Accuracy
 LN0377;SPC UT C     - 2,229,480.      685,020.      MT  (+/- 180 meters Scaled)
 LN0377
 LN0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK425712(NAD 83)
 LN0377
 LN0377                          SUPERSEDED SURVEY CONTROL
 LN0377
 LN0377.No superseded survey control is available for this station.
 LN0377
 LN0377_MARKER: I = METAL ROD
 LN0377_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LN0377_STAMPING: K 386 1984
 LN0377_MARK LOGO: NGS
 LN0377_PROJECTION: FLUSH
 LN0377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0377+STABILITY: POSITION/ELEVATION WELL
 LN0377_ROD/PIPE-DEPTH: 12.8 meters
 LN0377_SLEEVE-DEPTH  : 7.3 meters
 LN0377
 LN0377  HISTORY     - Date     Condition        Report By
 LN0377  HISTORY     - 1984     MONUMENTED       NGS
 LN0377  HISTORY     - 1984     GOOD             NGS
 LN0377
 LN0377                          STATION DESCRIPTION
 LN0377
 LN0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0377'1.9 KM (1.15 MI) NE FROM JENSEN.
 LN0377'0.5 KM (0.3 MI) EASTERLY ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE IN
 LN0377'JENSEN, THENCE 1.4 KM (0.85 MI) NORTHERLY ALONG A PAVED ROAD, 33.3 M
 LN0377'(109.3 FT) SOUTH-SOUTHEAST OF THE CENTER OF A GATE AND FIELD ENTRANCE,
 LN0377'AND 24.1 M (79.1 FT) SOUTHEAST OF THE CENTER OF THE PAVED ROAD.
 LN0377'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LN0377'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LN0377'THE MARK IS 1.5 M ABOVE THE PAVED ROAD.
 LN0377
 LN0377                          STATION RECOVERY (1984)
 LN0377
 LN0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0377'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0045 ***********************************************************************
 KN0045  DESIGNATION -  K 39
 KN0045  PID         -  KN0045
 KN0045  STATE/COUNTY-  UT/EMERY
 KN0045  COUNTRY     -  US
 KN0045  USGS QUAD   -  MEXICAN MOUNTAIN (2017)
 KN0045
 KN0045                         *CURRENT SURVEY CONTROL
 KN0045  ______________________________________________________________________
 KN0045* NAD 83(1986) POSITION- 39 05 25.     (N) 110 26 01.     (W)   SCALED
 KN0045* NAVD 88 ORTHO HEIGHT -  1491.566 (meters)     4893.58  (feet) ADJUSTED
 KN0045  ______________________________________________________________________
 KN0045  GEOID HEIGHT    -        -19.134 (meters)                     GEOID18
 KN0045  DYNAMIC HEIGHT  -       1490.085 (meters)     4888.72  (feet) COMP
 KN0045  MODELED GRAVITY -    979,583.0   (mgal)                       NAVD 88
 KN0045
 KN0045  VERT ORDER      -  SECOND    CLASS 0
 KN0045
 KN0045.The horizontal coordinates were scaled from a map and have
 KN0045.an estimated accuracy of +/- 6 seconds.
 KN0045
 KN0045.The orthometric height was determined by differential leveling and
 KN0045.adjusted by the NATIONAL GEODETIC SURVEY
 KN0045.in June 1991.
 KN0045
 KN0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0045.GEOID18 height accuracy estimate available here.
 KN0045
 KN0045.Click photographs - Photos may exist for this station.
 KN0045
 KN0045.The dynamic height is computed by dividing the NAVD 88
 KN0045.geopotential number by the normal gravity value computed on the
 KN0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0045.degrees latitude (g = 980.6199 gals.).
 KN0045
 KN0045.The modeled gravity was interpolated from observed gravity values.
 KN0045
 KN0045;                    North         East    Units  Estimated Accuracy
 KN0045;SPC UT C     - 2,084,590.      592,260.      MT  (+/- 180 meters Scaled)
 KN0045
 KN0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ489269(NAD 83)
 KN0045
 KN0045                          SUPERSEDED SURVEY CONTROL
 KN0045
 KN0045  NGVD 29 (??/??/92) 1490.520  (m)         4890.15   (f) ADJ UNCH    2 0
 KN0045
 KN0045.Superseded values are not recommended for survey control.
 KN0045
 KN0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0045.See file dsdata.pdf to determine how the superseded data were derived.
 KN0045
 KN0045_MARKER: DB = BENCH MARK DISK
 KN0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0045_STAMPING: K 39 1934
 KN0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0045+STABILITY: SURFACE MOTION
 KN0045
 KN0045  HISTORY     - Date     Condition        Report By
 KN0045  HISTORY     - 1934     MONUMENTED       CGS
 KN0045
 KN0045                          STATION DESCRIPTION
 KN0045
 KN0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0045'20.4 MI W FROM GREEN RIVER.
 KN0045'ABOUT 20.4 MILES WEST OF GREEN RIVER, EMERY COUNTY, ALONG THE TRAIL TO
 KN0045'CASTLE DALE FROM U.S. HIGHWAY 50, ABOUT 1 MILE NORTHWEST OF THE HEAD
 KN0045'OF COTTONWOOD GULCH, ABOUT 100 FEET SOUTH OF A RAILROAD CUT, AND 30
 KN0045'FEET EAST OF THE CENTER LINE OF THE OLD RAILROAD GRADE.  A STANDARD
 KN0045'DISK, STAMPED K 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0202 ***********************************************************************
 KO0202  DESIGNATION -  K 4
 KO0202  PID         -  KO0202
 KO0202  STATE/COUNTY-  UT/MILLARD
 KO0202  COUNTRY     -  US
 KO0202  USGS QUAD   -  SUNSTONE KNOLL (2017)
 KO0202
 KO0202                         *CURRENT SURVEY CONTROL
 KO0202  ______________________________________________________________________
 KO0202* NAD 83(1986) POSITION- 39 10 41.     (N) 112 42 05.     (W)   SCALED
 KO0202* NAVD 88 ORTHO HEIGHT -  1393.364 (meters)     4571.40  (feet) ADJUSTED
 KO0202  ______________________________________________________________________
 KO0202  GEOID HEIGHT    -        -19.983 (meters)                     GEOID18
 KO0202  DYNAMIC HEIGHT  -       1392.047 (meters)     4567.07  (feet) COMP
 KO0202  MODELED GRAVITY -    979,633.4   (mgal)                       NAVD 88
 KO0202  OBS GRAVITY     -    979,632.3   (mgal)                       GRAV_OBS
 KO0202
 KO0202  VERT ORDER      -  FIRST     CLASS I
 KO0202
 KO0202.The horizontal coordinates were scaled from a map and have
 KO0202.an estimated accuracy of +/- 6 seconds.
 KO0202
 KO0202.The orthometric height was determined by differential leveling and
 KO0202.adjusted by the NATIONAL GEODETIC SURVEY
 KO0202.in June 1991.
 KO0202
 KO0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0202.GEOID18 height accuracy estimate available here.
 KO0202
 KO0202.Click photographs - Photos may exist for this station.
 KO0202
 KO0202.The dynamic height is computed by dividing the NAVD 88
 KO0202.geopotential number by the normal gravity value computed on the
 KO0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0202.degrees latitude (g = 980.6199 gals.).
 KO0202
 KO0202.The modeled gravity was interpolated from observed gravity values.
 KO0202
 KO0202.The observed gravity was obtained from relative gravimeter ties
 KO0202.to the IGSN71 gravity network.
 KO0202
 KO0202;                    North         East    Units  Estimated Accuracy
 KO0202;SPC UT C     - 2,094,480.      396,200.      MT  (+/- 180 meters Scaled)
 KO0202
 KO0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ530379(NAD 83)
 KO0202
 KO0202                          SUPERSEDED SURVEY CONTROL
 KO0202
 KO0202  NGVD 29 (??/??/92) 1392.264  (m)         4567.79   (f) ADJ UNCH    1 1
 KO0202
 KO0202.Superseded values are not recommended for survey control.
 KO0202
 KO0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0202.See file dsdata.pdf to determine how the superseded data were derived.
 KO0202
 KO0202_MARKER: P = PIPE CAP
 KO0202_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0202_STAMPING: ELEV. 4567.786 FT.
 KO0202_MARK LOGO: CGS
 KO0202_PROJECTION: RECESSED 3 CENTIMETERS
 KO0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0202
 KO0202  HISTORY     - Date     Condition        Report By
 KO0202  HISTORY     - 1908     MONUMENTED       CGS
 KO0202  HISTORY     - 1970     GOOD             NGS
 KO0202
 KO0202                          STATION DESCRIPTION
 KO0202
 KO0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0202'13.9 MI SW FROM DELTA.
 KO0202'13.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0202'AT DELTA, 40 FEET SOUTHWEST OF MILEPOLE 635.50, 78.3 FEET NORTHWEST OF
 KO0202'THE NORTHWEST RAIL, 23 1/2 FEET SOUTHEAST OF THE CENTER LINE OF STATE
 KO0202'HIGHWAY 257, 13.4 FEET SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE,
 KO0202'1.8 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, 1/2
 KO0202'FOOT HIGHER THAN THE HIGHWAY, A CAP SCREWED ON THE TOP OF A 3 1/2-INCH
 KO0202'IRON PIPE 0.1 FOOT UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0241 ***********************************************************************
 KN0241  DESIGNATION -  K 40
 KN0241  PID         -  KN0241
 KN0241  STATE/COUNTY-  UT/EMERY
 KN0241  COUNTRY     -  US
 KN0241  USGS QUAD   -  CASTLE DALE (2017)
 KN0241
 KN0241                         *CURRENT SURVEY CONTROL
 KN0241  ______________________________________________________________________
 KN0241* NAD 83(1986) POSITION- 39 10 48.     (N) 111 02 27.     (W)   SCALED
 KN0241* NAVD 88 ORTHO HEIGHT -  1732.615 (meters)     5684.42  (feet) ADJUSTED
 KN0241  ______________________________________________________________________
 KN0241  GEOID HEIGHT    -        -17.439 (meters)                     GEOID18
 KN0241  DYNAMIC HEIGHT  -       1730.875 (meters)     5678.71  (feet) COMP
 KN0241  MODELED GRAVITY -    979,561.4   (mgal)                       NAVD 88
 KN0241
 KN0241  VERT ORDER      -  SECOND    CLASS 0
 KN0241
 KN0241.The horizontal coordinates were scaled from a map and have
 KN0241.an estimated accuracy of +/- 6 seconds.
 KN0241
 KN0241.The orthometric height was determined by differential leveling and
 KN0241.adjusted by the NATIONAL GEODETIC SURVEY
 KN0241.in June 1991.
 KN0241
 KN0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0241.GEOID18 height accuracy estimate available here.
 KN0241
 KN0241.Click photographs - Photos may exist for this station.
 KN0241
 KN0241.The dynamic height is computed by dividing the NAVD 88
 KN0241.geopotential number by the normal gravity value computed on the
 KN0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0241.degrees latitude (g = 980.6199 gals.).
 KN0241
 KN0241.The modeled gravity was interpolated from observed gravity values.
 KN0241
 KN0241;                    North         East    Units  Estimated Accuracy
 KN0241;SPC UT C     - 2,094,100.      539,670.      MT  (+/- 180 meters Scaled)
 KN0241
 KN0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ964367(NAD 83)
 KN0241
 KN0241                          SUPERSEDED SURVEY CONTROL
 KN0241
 KN0241  NGVD 29 (??/??/92) 1731.540  (m)         5680.89   (f) ADJ UNCH    2 0
 KN0241
 KN0241.Superseded values are not recommended for survey control.
 KN0241
 KN0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0241.See file dsdata.pdf to determine how the superseded data were derived.
 KN0241
 KN0241_MARKER: DB = BENCH MARK DISK
 KN0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0241_STAMPING: K 40 1934
 KN0241_MARK LOGO: CGS
 KN0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0241+STABILITY: SURFACE MOTION
 KN0241
 KN0241  HISTORY     - Date     Condition        Report By
 KN0241  HISTORY     - 1934     MONUMENTED       CGS
 KN0241
 KN0241                          STATION DESCRIPTION
 KN0241
 KN0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0241'2.7 MI S FROM CASTLE DALE.
 KN0241'ABOUT 2.7 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE AT
 KN0241'CASTLE DALE, EMERY COUNTY, ABOUT 1/2 MILE NORTH OF A FARMHOUSE, 44
 KN0241'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND AT A FENCE CORNER
 KN0241'UNDER A POWER-TRANSMISSION LINE.  A STANDARD DISK, STAMPED K 40 1934
 KN0241'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0512 ***********************************************************************
 LO0512  DESIGNATION -  K 41
 LO0512  PID         -  LO0512
 LO0512  STATE/COUNTY-  UT/UTAH
 LO0512  COUNTRY     -  US
 LO0512  USGS QUAD   -  SARATOGA SPRINGS (2017)
 LO0512
 LO0512                         *CURRENT SURVEY CONTROL
 LO0512  ______________________________________________________________________
 LO0512* NAD 83(1986) POSITION- 40 21 35.72   (N) 111 53 48.51   (W)   HD_HELD1
 LO0512* NAVD 88 ORTHO HEIGHT -  1370.811 (meters)     4497.40  (feet) ADJUSTED
 LO0512  ______________________________________________________________________
 LO0512  GEOID HEIGHT    -        -17.350 (meters)                     GEOID18
 LO0512  DYNAMIC HEIGHT  -       1369.662 (meters)     4493.63  (feet) COMP
 LO0512  MODELED GRAVITY -    979,739.9   (mgal)                       NAVD 88
 LO0512
 LO0512  VERT ORDER      -  SECOND    CLASS 0
 LO0512
 LO0512.The horizontal coordinates were determined by differentially corrected
 LO0512.hand held GPS observations or other comparable positioning techniques
 LO0512.and have an estimated accuracy of +/- 3 meters.
 LO0512
 LO0512.The orthometric height was determined by differential leveling and
 LO0512.adjusted by the NATIONAL GEODETIC SURVEY
 LO0512.in June 1991.
 LO0512
 LO0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0512.GEOID18 height accuracy estimate available here.
 LO0512
 LO0512.Click photographs - Photos may exist for this station.
 LO0512
 LO0512.The dynamic height is computed by dividing the NAVD 88
 LO0512.geopotential number by the normal gravity value computed on the
 LO0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0512.degrees latitude (g = 980.6199 gals.).
 LO0512
 LO0512.The modeled gravity was interpolated from observed gravity values.
 LO0512
 LO0512;                    North         East    Units  Estimated Accuracy
 LO0512;SPC UT C     - 2,225,067.9     466,295.7     MT  (+/- 3 meters HH1 GPS) 
 LO0512
 LO0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2385168092(NAD 83)
 LO0512
 LO0512                          SUPERSEDED SURVEY CONTROL
 LO0512
 LO0512  NGVD 29 (??/??/92) 1369.834  (m)         4494.20   (f) ADJ UNCH    2 0
 LO0512
 LO0512.Superseded values are not recommended for survey control.
 LO0512
 LO0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0512.See file dsdata.pdf to determine how the superseded data were derived.
 LO0512
 LO0512_MARKER: DB = BENCH MARK DISK
 LO0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0512_STAMPING: K 41 1934
 LO0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0512+STABILITY: SURFACE MOTION
 LO0512
 LO0512  HISTORY     - Date     Condition        Report By
 LO0512  HISTORY     - 1934     MONUMENTED       CGS
 LO0512
 LO0512                          STATION DESCRIPTION
 LO0512
 LO0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0512'IN UTAH LAKE PUMPING PLANT.
 LO0512'AT THE UTAH LAKE PUMPING PLANT, UTAH COUNTY, AND 7 FEET NORTH OF THE
 LO0512'CENTER OF THE NORTH END OF THE STOREROOM AND GARAGE.  A STANDARD DISK,
 LO0512'STAMPED K 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0172 ***********************************************************************
 KN0172  DESIGNATION -  K 42
 KN0172  PID         -  KN0172
 KN0172  STATE/COUNTY-  UT/SANPETE
 KN0172  COUNTRY     -  US
 KN0172  USGS QUAD   -  SPENCER CANYON (2017)
 KN0172
 KN0172                         *CURRENT SURVEY CONTROL
 KN0172  ______________________________________________________________________
 KN0172* NAD 83(1986) POSITION- 39 45 23.97   (N) 111 30 17.94   (W)   HD_HELD1
 KN0172* NAVD 88 ORTHO HEIGHT -  1866.475 (meters)     6123.59  (feet) POSTED
 KN0172  ______________________________________________________________________
 KN0172  GEOID HEIGHT    -        -16.764 (meters)                     GEOID18
 KN0172  DYNAMIC HEIGHT  -       1864.61  (meters)     6117.5   (feet) COMP
 KN0172  MODELED GRAVITY -    979,559.6   (mgal)                       NAVD 88
 KN0172
 KN0172  VERT ORDER      -  * POSTED, SEE BELOW
 KN0172
 KN0172.The horizontal coordinates were determined by differentially corrected
 KN0172.hand held GPS observations or other comparable positioning techniques
 KN0172.and have an estimated accuracy of +/- 3 meters.
 KN0172
 KN0172.The orthometric height was determined by differential leveling
 KN0172.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KN0172
 KN0172.* This is a POSTED BENCH MARK height.
 KN0172
 KN0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0172.GEOID18 height accuracy estimate available here.
 KN0172
 KN0172.Click photographs - Photos may exist for this station.
 KN0172
 KN0172.The dynamic height is computed by dividing the NAVD 88
 KN0172.geopotential number by the normal gravity value computed on the
 KN0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0172.degrees latitude (g = 980.6199 gals.).
 KN0172
 KN0172.The modeled gravity was interpolated from observed gravity values.
 KN0172
 KN0172;                    North         East    Units  Estimated Accuracy
 KN0172;SPC UT C     - 2,158,015.3     499,573.0     MT  (+/- 3 meters HH1 GPS) 
 KN0172
 KN0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK5674200871(NAD 83)
 KN0172
 KN0172                          SUPERSEDED SURVEY CONTROL
 KN0172
 KN0172  NGVD 29 (??/??/92) 1865.294  (m)         6119.72   (f) ADJ UNCH    2 0
 KN0172
 KN0172.Superseded values are not recommended for survey control.
 KN0172
 KN0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0172.See file dsdata.pdf to determine how the superseded data were derived.
 KN0172
 KN0172_MARKER: DB = BENCH MARK DISK
 KN0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0172_STAMPING: K 42 1934
 KN0172_MARK LOGO: CGS
 KN0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0172+STABILITY: SURFACE MOTION
 KN0172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0172+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2019
 KN0172
 KN0172  HISTORY     - Date     Condition        Report By
 KN0172  HISTORY     - 1934     MONUMENTED       CGS
 KN0172  HISTORY     - 20190426 GOOD             INDIV
 KN0172
 KN0172                          STATION DESCRIPTION
 KN0172
 KN0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0172'13.4 MI N FROM FAIRVIEW.
 KN0172'ABOUT 13.4 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN
 KN0172'RAILROAD FROM THE STATION AT FAIRVIEW, SANPETE COUNTY, ABOUT 0.3 MILE
 KN0172'SOUTHWEST OF MILEPOST 18 (POST MISSING), NEAR MR. WHEITTAKERS RANCH
 KN0172'HOUSE, 42 FEET EAST OF THE TRACK, AND IN LINE WITH A ROW OF POLES.  A
 KN0172'STANDARD DISK, STAMPED K 42 1934 AND SET IN THE TOP OF A CONCRETE
 KN0172'POST.
 KN0172
 KN0172                          STATION RECOVERY (2019)
 KN0172
 KN0172'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (DBM)
 KN0172'POINT IS LOCATED IN INDIANOLA, UTAH, JUST SOUTH OF A GATED COMMUNITY
 KN0172'ON INDIAN RIDGE DRIVE.  HEAD WEST ON BIG HOLLOW ROAD, JUST SOUTH OF
 KN0172'THE INDIANOLA FIRE DEPARTMENT.  POINT IS ABOUT 280 FT (85.3 M) NORTH
 KN0172'OF JACKRABBIT ROAD, 125 FT (38.1 M) EAST OF INDIAN RIDGE DRIVE AND 5
 KN0172'FT (1.5 M) WEST OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0263 ***********************************************************************
 KN0263  DESIGNATION -  K 43
 KN0263  PID         -  KN0263
 KN0263  STATE/COUNTY-  UT/SANPETE
 KN0263  COUNTRY     -  US
 KN0263  USGS QUAD   -  MANTI (2017)
 KN0263
 KN0263                         *CURRENT SURVEY CONTROL
 KN0263  ______________________________________________________________________
 KN0263* NAD 83(1986) POSITION- 39 15 50.4    (N) 111 38 57.1    (W)   HD_HELD2
 KN0263* NAVD 88 ORTHO HEIGHT -  1694.672 (meters)     5559.94  (feet) ADJUSTED
 KN0263  ______________________________________________________________________
 KN0263  GEOID HEIGHT    -        -17.632 (meters)                     GEOID18
 KN0263  DYNAMIC HEIGHT  -       1692.927 (meters)     5554.21  (feet) COMP
 KN0263  MODELED GRAVITY -    979,538.6   (mgal)                       NAVD 88
 KN0263
 KN0263  VERT ORDER      -  SECOND    CLASS 0
 KN0263
 KN0263.The horizontal coordinates were established by autonomous hand held GPS
 KN0263.observations and have an estimated accuracy of +/- 10 meters.
 KN0263
 KN0263.The orthometric height was determined by differential leveling and
 KN0263.adjusted by the NATIONAL GEODETIC SURVEY
 KN0263.in June 1991.
 KN0263
 KN0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0263.GEOID18 height accuracy estimate available here.
 KN0263
 KN0263.Click photographs - Photos may exist for this station.
 KN0263
 KN0263.The dynamic height is computed by dividing the NAVD 88
 KN0263.geopotential number by the normal gravity value computed on the
 KN0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0263.degrees latitude (g = 980.6199 gals.).
 KN0263
 KN0263.The modeled gravity was interpolated from observed gravity values.
 KN0263
 KN0263;                    North         East    Units  Estimated Accuracy
 KN0263;SPC UT C     - 2,103,333.      487,125.      MT  (+/- 10 meters HH2 GPS)
 KN0263
 KN0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ4399446274(NAD 83)
 KN0263
 KN0263                          SUPERSEDED SURVEY CONTROL
 KN0263
 KN0263  NGVD 29 (??/??/92) 1693.487  (m)         5556.05   (f) ADJ UNCH    2 0
 KN0263
 KN0263.Superseded values are not recommended for survey control.
 KN0263
 KN0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0263.See file dsdata.pdf to determine how the superseded data were derived.
 KN0263
 KN0263_MARKER: DB = BENCH MARK DISK
 KN0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0263_STAMPING: K 43 1934
 KN0263_MARK LOGO: CGS
 KN0263_PROJECTION: PROJECTING 20 CENTIMETERS
 KN0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0263+STABILITY: SURFACE MOTION
 KN0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0263+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2012
 KN0263
 KN0263  HISTORY     - Date     Condition        Report By
 KN0263  HISTORY     - 1934     MONUMENTED       CGS
 KN0263  HISTORY     - 20120613 GOOD             GEOCAC
 KN0263
 KN0263                          STATION DESCRIPTION
 KN0263
 KN0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0263'IN MANTI.
 KN0263'AT THE SOUTH EDGE OF MANTI, SANPETE COUNTY, ON THE DENVER AND RIO
 KN0263'GRANDE WESTERN RAILROAD, AT A SUB-STATION, AT MILEPOST 61, AT A ROAD
 KN0263'CROSSING, 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 45 FEET WEST
 KN0263'OF THE TRACK, AND NEAR A RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK,
 KN0263'STAMPED K 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KN0263
 KN0263                          STATION RECOVERY (2012)
 KN0263
 KN0263'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 KN0263'RECOVERED IN GOOD CONDITION, AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA4647 ***********************************************************************
 AA4647  DESIGNATION -  K 44 RESET
 AA4647  PID         -  AA4647
 AA4647  STATE/COUNTY-  UT/JUAB
 AA4647  COUNTRY     -  US
 AA4647  USGS QUAD   -  NEPHI (2017)
 AA4647
 AA4647                         *CURRENT SURVEY CONTROL
 AA4647  ______________________________________________________________________
 AA4647* NAD 83(1986) POSITION- 39 42 47.     (N) 111 48 30.     (W)   SCALED
 AA4647* NAVD 88 ORTHO HEIGHT -  1603.21  (+/-2cm)     5259.9   (feet) VERTCON3
 AA4647  ______________________________________________________________________
 AA4647  GEOID HEIGHT    -        -17.454 (meters)                     GEOID18
 AA4647  VERT ORDER      -  THIRD (See Below)
 AA4647
 AA4647.The horizontal coordinates were scaled from a map and have
 AA4647.an estimated accuracy of +/- 6 seconds.
 AA4647
 AA4647.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4647
 AA4647.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA4647.GEOID18 height accuracy estimate available here.
 AA4647
 AA4647.The vertical order pertains to the NGVD 29 superseded value.
 AA4647
 AA4647.Click photographs - Photos may exist for this station.
 AA4647
 AA4647;                    North         East    Units  Estimated Accuracy
 AA4647;SPC UT C     - 2,153,220.      473,560.      MT  (+/- 180 meters Scaled)
 AA4647
 AA4647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ307962(NAD 83)
 AA4647
 AA4647                          SUPERSEDED SURVEY CONTROL
 AA4647
 AA4647  NGVD 29 (07/25/12) 1602.05   (m)         5256.1    (f) RESET       3  
 AA4647
 AA4647.Superseded values are not recommended for survey control.
 AA4647
 AA4647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4647.See file dsdata.pdf to determine how the superseded data were derived.
 AA4647
 AA4647_MARKER: DD = SURVEY DISK
 AA4647_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA4647_SP_SET: CURB
 AA4647_STAMPING: K 44 RESET 1973
 AA4647_MARK LOGO: USGS
 AA4647_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4647
 AA4647  HISTORY     - Date     Condition        Report By
 AA4647  HISTORY     - 1973     MONUMENTED       UTDH
 AA4647
 AA4647                          STATION DESCRIPTION
 AA4647
 AA4647'DESCRIBED BY UTAH STATE DEPARTMENT OF HIGHWAYS 1973 (JDK)
 AA4647'1.9 MILES (3.1 KM) EAST ALONG THE DENVER AND RIO GRANDE WESTERN
 AA4647'RAILROAD FROM THE UNION PACIFIC RAILROAD STATION IN NEPHI, ABOUT 4
 AA4647'POLES WEST OF MILEPOST N 2, 45 FEET (13.7 M) NORTH OF THE CENTERLINE
 AA4647'OF THE TRACK, AT A CONCRETE BRIDGE ON US HIGHWAY 189, ON THE NORTHEAST
 AA4647'CORNER OF THE CONCRETE CURB.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0079 ***********************************************************************
 KO0079  DESIGNATION -  K 45
 KO0079  PID         -  KO0079
 KO0079  STATE/COUNTY-  UT/MILLARD
 KO0079  COUNTRY     -  US
 KO0079  USGS QUAD   -  LYNNDYL EAST (2017)
 KO0079
 KO0079                         *CURRENT SURVEY CONTROL
 KO0079  ______________________________________________________________________
 KO0079* NAD 83(1986) POSITION- 39 31 47.31   (N) 112 20 32.58   (W)   HD_HELD1
 KO0079* NAVD 88 ORTHO HEIGHT -  1436.067 (meters)     4711.50  (feet) ADJUSTED
 KO0079  ______________________________________________________________________
 KO0079  GEOID HEIGHT    -        -18.485 (meters)                     GEOID18
 KO0079  DYNAMIC HEIGHT  -       1434.776 (meters)     4707.26  (feet) COMP
 KO0079  MODELED GRAVITY -    979,677.2   (mgal)                       NAVD 88
 KO0079
 KO0079  VERT ORDER      -  SECOND    CLASS 0
 KO0079
 KO0079.The horizontal coordinates were determined by differentially corrected
 KO0079.hand held GPS observations or other comparable positioning techniques
 KO0079.and have an estimated accuracy of +/- 3 meters.
 KO0079
 KO0079.The orthometric height was determined by differential leveling and
 KO0079.adjusted by the NATIONAL GEODETIC SURVEY
 KO0079.in June 1991.
 KO0079
 KO0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0079.GEOID18 height accuracy estimate available here.
 KO0079
 KO0079.Click photographs - Photos may exist for this station.
 KO0079
 KO0079.The dynamic height is computed by dividing the NAVD 88
 KO0079.geopotential number by the normal gravity value computed on the
 KO0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0079.degrees latitude (g = 980.6199 gals.).
 KO0079
 KO0079.The modeled gravity was interpolated from observed gravity values.
 KO0079
 KO0079;                    North         East    Units  Estimated Accuracy
 KO0079;SPC UT C     - 2,133,172.0     427,582.1     MT  (+/- 3 meters HH1 GPS) 
 KO0079
 KO0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ8463076432(NAD 83)
 KO0079
 KO0079                          SUPERSEDED SURVEY CONTROL
 KO0079
 KO0079  NGVD 29 (??/??/92) 1434.921  (m)         4707.74   (f) ADJ UNCH    2 0
 KO0079
 KO0079.Superseded values are not recommended for survey control.
 KO0079
 KO0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0079.See file dsdata.pdf to determine how the superseded data were derived.
 KO0079
 KO0079_MARKER: DB = BENCH MARK DISK
 KO0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0079_STAMPING: K 45 1934
 KO0079_MARK LOGO: CGS
 KO0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0079+STABILITY: SURFACE MOTION
 KO0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0079+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2012
 KO0079
 KO0079  HISTORY     - Date     Condition        Report By
 KO0079  HISTORY     - 1934     MONUMENTED       CGS
 KO0079  HISTORY     - 20120129 GOOD             GEOCAC
 KO0079
 KO0079                          STATION DESCRIPTION
 KO0079
 KO0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0079'2.0 MI NE FROM LYNNDYL.
 KO0079'ABOUT 2.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KO0079'STATION AT LYNNDYL, MILLARD COUNTY, ABOUT 4 POLES WEST OF MILEPOST
 KO0079'668, AT A PRIVATE CROSSING, 67 FEET SOUTH OF THE TRACK, AND 20 FEET
 KO0079'WEST OF A GATE IN THE RIGHT-OF-WAY LINE.  A STANDARD DISK, STAMPED K
 KO0079'45 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KO0079
 KO0079                          STATION RECOVERY (2012)
 KO0079
 KO0079'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 KO0079'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0283 ***********************************************************************
 JO0283  DESIGNATION -  K 46
 JO0283  PID         -  JO0283
 JO0283  STATE/COUNTY-  UT/MILLARD
 JO0283  COUNTRY     -  US
 JO0283  USGS QUAD   -  SIXMILE POINT (2017)
 JO0283
 JO0283                         *CURRENT SURVEY CONTROL
 JO0283  ______________________________________________________________________
 JO0283* NAD 83(1986) POSITION- 38 46 31.     (N) 112 31 27.     (W)   SCALED
 JO0283* NAVD 88 ORTHO HEIGHT -  1518.473 (meters)     4981.86  (feet) ADJUSTED
 JO0283  ______________________________________________________________________
 JO0283  GEOID HEIGHT    -        -19.491 (meters)                     GEOID18
 JO0283  DYNAMIC HEIGHT  -       1516.958 (meters)     4976.89  (feet) COMP
 JO0283  MODELED GRAVITY -    979,577.3   (mgal)                       NAVD 88
 JO0283
 JO0283  VERT ORDER      -  SECOND    CLASS 0
 JO0283
 JO0283.The horizontal coordinates were scaled from a map and have
 JO0283.an estimated accuracy of +/- 6 seconds.
 JO0283
 JO0283.The orthometric height was determined by differential leveling and
 JO0283.adjusted by the NATIONAL GEODETIC SURVEY
 JO0283.in June 1991.
 JO0283
 JO0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0283.GEOID18 height accuracy estimate available here.
 JO0283
 JO0283.Click photographs - Photos may exist for this station.
 JO0283
 JO0283.The dynamic height is computed by dividing the NAVD 88
 JO0283.geopotential number by the normal gravity value computed on the
 JO0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0283.degrees latitude (g = 980.6199 gals.).
 JO0283
 JO0283.The modeled gravity was interpolated from observed gravity values.
 JO0283
 JO0283;                    North         East    Units  Estimated Accuracy
 JO0283;SPC UT C     - 2,049,580.      411,000.      MT  (+/- 180 meters Scaled)
 JO0283
 JO0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH675929(NAD 83)
 JO0283
 JO0283                          SUPERSEDED SURVEY CONTROL
 JO0283
 JO0283  NGVD 29 (??/??/92) 1517.372  (m)         4978.24   (f) ADJ UNCH    2 0
 JO0283
 JO0283.Superseded values are not recommended for survey control.
 JO0283
 JO0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0283.See file dsdata.pdf to determine how the superseded data were derived.
 JO0283
 JO0283_MARKER: DB = BENCH MARK DISK
 JO0283_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0283_SP_SET: CULVERT HEADWALL
 JO0283_STAMPING: K 46 1934
 JO0283_MARK LOGO: CGS
 JO0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0283+STABILITY: SURFACE MOTION
 JO0283
 JO0283  HISTORY     - Date     Condition        Report By
 JO0283  HISTORY     - 1934     MONUMENTED       CGS
 JO0283  HISTORY     - 1982     GOOD             USGS
 JO0283
 JO0283                          STATION DESCRIPTION
 JO0283
 JO0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0283'5.3 MI SW FROM KANOSH.
 JO0283'ABOUT 5.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM KANOSH, MILLARD
 JO0283'COUNTY, ON THE SOUTH SIDE OF THE HIGHWAY, AT A CONCRETE CULVERT, IN
 JO0283'THE TOP OF THE SOUTH HEAD WALL, AND ABOUT 2 FEET LOWER THAN THE
 JO0283'HIGHWAY.  A STANDARD DISK, STAMPED K 46 1934.
 JO0283
 JO0283                          STATION RECOVERY (1982)
 JO0283
 JO0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JO0283'KANOSH, 5.65 MILES SOUTHWEST ALONG BLACK TOP ROAD (OLD US 91) FROM
 JO0283'THE CHURCH OF LATTER DAYS SAINTS AT KANOSH, MILLARD CO. UTAH, 0.1
 JO0283'MILE NORTHEAST OF A GRAVEL ROAD SOUTH TO A GRAVEL PIT, ON THE SOUTH
 JO0283'SIDE OF THE ROAD, AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTH
 JO0283'HEADWALL AND ABOUT 2 FEET LOWER THAN THE ROAD, A STANDARD TABLET
 JO0283'STAMPED 'K 46 1934'.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0250 ***********************************************************************
 JN0250  DESIGNATION -  K 47
 JN0250  PID         -  JN0250
 JN0250  STATE/COUNTY-  UT/GARFIELD
 JN0250  COUNTRY     -  US
 JN0250  USGS QUAD   -  ANTIMONY (2017)
 JN0250
 JN0250                         *CURRENT SURVEY CONTROL
 JN0250  ______________________________________________________________________
 JN0250* NAD 83(1986) POSITION- 38 05 31.     (N) 111 58 58.     (W)   SCALED
 JN0250* NAVD 88 ORTHO HEIGHT -  1989.278 (meters)     6526.49  (feet) ADJUSTED
 JN0250  ______________________________________________________________________
 JN0250  GEOID HEIGHT    -        -18.735 (meters)                     GEOID18
 JN0250  DYNAMIC HEIGHT  -       1986.947 (meters)     6518.84  (feet) COMP
 JN0250  MODELED GRAVITY -    979,386.4   (mgal)                       NAVD 88
 JN0250
 JN0250  VERT ORDER      -  SECOND    CLASS 0
 JN0250
 JN0250.The horizontal coordinates were scaled from a map and have
 JN0250.an estimated accuracy of +/- 6 seconds.
 JN0250
 JN0250.The orthometric height was determined by differential leveling and
 JN0250.adjusted by the NATIONAL GEODETIC SURVEY
 JN0250.in June 1991.
 JN0250
 JN0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0250.GEOID18 height accuracy estimate available here.
 JN0250
 JN0250.Click photographs - Photos may exist for this station.
 JN0250
 JN0250.The dynamic height is computed by dividing the NAVD 88
 JN0250.geopotential number by the normal gravity value computed on the
 JN0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0250.degrees latitude (g = 980.6199 gals.).
 JN0250
 JN0250.The modeled gravity was interpolated from observed gravity values.
 JN0250
 JN0250;                    North         East    Units  Estimated Accuracy
 JN0250;SPC UT S     - 3,158,290.      457,650.      MT  (+/- 180 meters Scaled)
 JN0250
 JN0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH138164(NAD 83)
 JN0250
 JN0250                          SUPERSEDED SURVEY CONTROL
 JN0250
 JN0250  NGVD 29 (??/??/92) 1988.017  (m)         6522.35   (f) ADJ UNCH    2 0
 JN0250
 JN0250.Superseded values are not recommended for survey control.
 JN0250
 JN0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0250.See file dsdata.pdf to determine how the superseded data were derived.
 JN0250
 JN0250_MARKER: DB = BENCH MARK DISK
 JN0250_SETTING: 66 = SET IN ROCK OUTCROP
 JN0250_STAMPING: K 47 1934
 JN0250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0250+STABILITY: POSITION/ELEVATION WELL
 JN0250
 JN0250  HISTORY     - Date     Condition        Report By
 JN0250  HISTORY     - 1934     MONUMENTED       CGS
 JN0250
 JN0250                          STATION DESCRIPTION
 JN0250
 JN0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0250'2.2 MI S FROM ANTIMONY.
 JN0250'2.2 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE SOUTH EDGE OF
 JN0250'ANTIMONY, GARFIELD COUNTY, ABOUT 0.2 MILE SOUTH OF A CEMETERY, ON THE
 JN0250'OUTSIDE OF A CURVE, AT THE SUMMIT OF A HILL, AT A Y-INTERSECTION 22
 JN0250'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ON THE PROPERTY LINE, 15
 JN0250'INCHES NORTH OF A GATE POST, IN THE TOP OF BED-ROCK, AND LEVEL WITH
 JN0250'THE GROUND.  A STANDARD DISK, STAMPED K 47 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0011 ***********************************************************************
 HO0011  DESIGNATION -  K 48
 HO0011  PID         -  HO0011
 HO0011  STATE/COUNTY-  UT/GARFIELD
 HO0011  COUNTRY     -  US
 HO0011  USGS QUAD   -  BRYCE CANYON (2017)
 HO0011
 HO0011                         *CURRENT SURVEY CONTROL
 HO0011  ______________________________________________________________________
 HO0011* NAD 83(1986) POSITION- 37 41 44.     (N) 112 08 40.     (W)   SCALED
 HO0011* NAVD 88 ORTHO HEIGHT -  2319.708 (meters)     7610.58  (feet) ADJUSTED
 HO0011  ______________________________________________________________________
 HO0011  GEOID HEIGHT    -        -20.013 (meters)                     GEOID18
 HO0011  DYNAMIC HEIGHT  -       2316.768 (meters)     7600.93  (feet) COMP
 HO0011  MODELED GRAVITY -    979,278.7   (mgal)                       NAVD 88
 HO0011
 HO0011  VERT ORDER      -  SECOND    CLASS 0
 HO0011
 HO0011.The horizontal coordinates were scaled from a map and have
 HO0011.an estimated accuracy of +/- 6 seconds.
 HO0011
 HO0011.The orthometric height was determined by differential leveling and
 HO0011.adjusted by the NATIONAL GEODETIC SURVEY
 HO0011.in June 1991.
 HO0011
 HO0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0011.GEOID18 height accuracy estimate available here.
 HO0011
 HO0011.Click photographs - Photos may exist for this station.
 HO0011
 HO0011.The dynamic height is computed by dividing the NAVD 88
 HO0011.geopotential number by the normal gravity value computed on the
 HO0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0011.degrees latitude (g = 980.6199 gals.).
 HO0011
 HO0011.The modeled gravity was interpolated from observed gravity values.
 HO0011
 HO0011;                    North         East    Units  Estimated Accuracy
 HO0011;SPC UT S     - 3,114,390.      443,170.      MT  (+/- 180 meters Scaled)
 HO0011
 HO0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG991726(NAD 83)
 HO0011
 HO0011                          SUPERSEDED SURVEY CONTROL
 HO0011
 HO0011  NGVD 29 (??/??/92) 2318.285  (m)         7605.91   (f) ADJ UNCH    2 0
 HO0011
 HO0011.Superseded values are not recommended for survey control.
 HO0011
 HO0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0011.See file dsdata.pdf to determine how the superseded data were derived.
 HO0011
 HO0011_MARKER: DB = BENCH MARK DISK
 HO0011_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0011_SP_SET: CULVERT
 HO0011_STAMPING: K 48 1934
 HO0011_MARK LOGO: CGS
 HO0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0011+STABILITY: SURFACE MOTION
 HO0011
 HO0011  HISTORY     - Date     Condition        Report By
 HO0011  HISTORY     - 1934     MONUMENTED       CGS
 HO0011  HISTORY     - 1969     MARK NOT FOUND   LOCENG
 HO0011
 HO0011                          STATION DESCRIPTION
 HO0011
 HO0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0011'0.5 MI NE FROM RUBYS INN.
 HO0011'0.5 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE JUNCTION WITH
 HO0011'STATE HIGHWAY 12 AT RUBYS INN, GARFIELD COUNTY, AT A CONCRETE CULVERT,
 HO0011'IN THE TOP OF THE EAST HEAD WALL, AND 12 FEET EAST OF THE CENTER LINE
 HO0011'OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 48 1934.
 HO0011
 HO0011                          STATION RECOVERY (1969)
 HO0011
 HO0011'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 HO0011'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0301 ***********************************************************************
 JN0301  DESIGNATION -  K 50
 JN0301  PID         -  JN0301
 JN0301  STATE/COUNTY-  UT/SEVIER
 JN0301  COUNTRY     -  US
 JN0301  USGS QUAD   -  YOGO CREEK (2017)
 JN0301
 JN0301                         *CURRENT SURVEY CONTROL
 JN0301  ______________________________________________________________________
 JN0301* NAD 83(1986) POSITION- 38 50 10.     (N) 111 32 14.     (W)   SCALED
 JN0301* NAVD 88 ORTHO HEIGHT -  2178.832 (meters)     7148.38  (feet) ADJUSTED
 JN0301  ______________________________________________________________________
 JN0301  GEOID HEIGHT    -        -17.258 (meters)                     GEOID18
 JN0301  DYNAMIC HEIGHT  -       2176.369 (meters)     7140.30  (feet) COMP
 JN0301  MODELED GRAVITY -    979,419.4   (mgal)                       NAVD 88
 JN0301
 JN0301  VERT ORDER      -  SECOND    CLASS 0
 JN0301
 JN0301.The horizontal coordinates were scaled from a map and have
 JN0301.an estimated accuracy of +/- 6 seconds.
 JN0301
 JN0301.The orthometric height was determined by differential leveling and
 JN0301.adjusted by the NATIONAL GEODETIC SURVEY
 JN0301.in June 1991.
 JN0301
 JN0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0301.GEOID18 height accuracy estimate available here.
 JN0301
 JN0301.Click photographs - Photos may exist for this station.
 JN0301
 JN0301.The dynamic height is computed by dividing the NAVD 88
 JN0301.geopotential number by the normal gravity value computed on the
 JN0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0301.degrees latitude (g = 980.6199 gals.).
 JN0301
 JN0301.The modeled gravity was interpolated from observed gravity values.
 JN0301
 JN0301;                    North         East    Units  Estimated Accuracy
 JN0301;SPC UT C     - 2,055,820.      496,770.      MT  (+/- 180 meters Scaled)
 JN0301
 JN0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH533987(NAD 83)
 JN0301
 JN0301                          SUPERSEDED SURVEY CONTROL
 JN0301
 JN0301  NGVD 29 (??/??/92) 2177.507  (m)         7144.04   (f) ADJ UNCH    2 0
 JN0301
 JN0301.Superseded values are not recommended for survey control.
 JN0301
 JN0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0301.See file dsdata.pdf to determine how the superseded data were derived.
 JN0301
 JN0301_MARKER: DB = BENCH MARK DISK
 JN0301_SETTING: 80 = SET IN A BOULDER
 JN0301_STAMPING: K 50 1934
 JN0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0301+STABILITY: SURFACE MOTION
 JN0301
 JN0301  HISTORY     - Date     Condition        Report By
 JN0301  HISTORY     - 1934     MONUMENTED       CGS
 JN0301
 JN0301                          STATION DESCRIPTION
 JN0301
 JN0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0301'24.1 MI E FROM SALINA.
 JN0301'ABOUT 24.1 MILES EAST ALONG STATE HIGHWAY 10 FROM THE DENVER AND RIO
 JN0301'GRANDE WESTERN RAILROAD STATION AT SALINA, SEVIER COUNTY, ON A SMALL
 JN0301'FLAT, 30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A
 JN0301'SANDSTONE BOULDER, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0076 ***********************************************************************
 KN0076  DESIGNATION -  K 51
 KN0076  PID         -  KN0076
 KN0076  STATE/COUNTY-  UT/EMERY
 KN0076  COUNTRY     -  US
 KN0076  USGS QUAD   -  HUNTINGTON (2017)
 KN0076
 KN0076                         *CURRENT SURVEY CONTROL
 KN0076  ______________________________________________________________________
 KN0076* NAD 83(1986) POSITION- 39 19 08.     (N) 110 57 53.     (W)   SCALED
 KN0076* NAVD 88 ORTHO HEIGHT -  1760.824 (meters)     5776.97  (feet) ADJUSTED
 KN0076  ______________________________________________________________________
 KN0076  GEOID HEIGHT    -        -17.178 (meters)                     GEOID18
 KN0076  DYNAMIC HEIGHT  -       1759.070 (meters)     5771.22  (feet) COMP
 KN0076  MODELED GRAVITY -    979,568.9   (mgal)                       NAVD 88
 KN0076
 KN0076  VERT ORDER      -  SECOND    CLASS 0
 KN0076
 KN0076.The horizontal coordinates were scaled from a map and have
 KN0076.an estimated accuracy of +/- 6 seconds.
 KN0076
 KN0076.The orthometric height was determined by differential leveling and
 KN0076.adjusted by the NATIONAL GEODETIC SURVEY
 KN0076.in June 1991.
 KN0076
 KN0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0076.GEOID18 height accuracy estimate available here.
 KN0076
 KN0076.Click photographs - Photos may exist for this station.
 KN0076
 KN0076.The dynamic height is computed by dividing the NAVD 88
 KN0076.geopotential number by the normal gravity value computed on the
 KN0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0076.degrees latitude (g = 980.6199 gals.).
 KN0076
 KN0076.The modeled gravity was interpolated from observed gravity values.
 KN0076
 KN0076;                    North         East    Units  Estimated Accuracy
 KN0076;SPC UT C     - 2,109,550.      546,160.      MT  (+/- 180 meters Scaled)
 KN0076
 KN0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ030521(NAD 83)
 KN0076
 KN0076                          SUPERSEDED SURVEY CONTROL
 KN0076
 KN0076  NGVD 29 (??/??/92) 1759.751  (m)         5773.45   (f) ADJ UNCH    2 0
 KN0076
 KN0076.Superseded values are not recommended for survey control.
 KN0076
 KN0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0076.See file dsdata.pdf to determine how the superseded data were derived.
 KN0076
 KN0076_MARKER: DB = BENCH MARK DISK
 KN0076_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0076_SP_SET: CULVERT HEADWALL
 KN0076_STAMPING: K 51 1934
 KN0076_MARK LOGO: CGS
 KN0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0076+STABILITY: SURFACE MOTION
 KN0076
 KN0076  HISTORY     - Date     Condition        Report By
 KN0076  HISTORY     - 1934     MONUMENTED       CGS
 KN0076  HISTORY     - 1969     MARK NOT FOUND   USGS
 KN0076  HISTORY     - 20091022 MARK NOT FOUND   GEOCAC
 KN0076
 KN0076                          STATION DESCRIPTION
 KN0076
 KN0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0076'IN HUNTINGTON.
 KN0076'AT HUNTINGTON, EMERY COUNTY, ON STATE HIGHWAY 10, NEAR THE ENTERING
 KN0076'HUNTINGTON SIGNBOARD MARKED N.R.S. 4 A.B.C.D.E.F., SOUTH OF THE
 KN0076'HIGHWAY, AND IN THE WEST HEAD WALL OF A CULVERT.  A STANDARD DISK,
 KN0076'STAMPED K 51 1934.
 KN0076
 KN0076                          STATION RECOVERY (1969)
 KN0076
 KN0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KN0076'MARK NOT FOUND.
 KN0076
 KN0076                          STATION RECOVERY (2009)
 KN0076
 KN0076'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 KN0076'ROADWAY HAS BEEN WIDENED.  MARK NOT FOUND IN THE NEW CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0006 ***********************************************************************
 KN0006  DESIGNATION -  K 52
 KN0006  PID         -  KN0006
 KN0006  STATE/COUNTY-  UT/DUCHESNE
 KN0006  COUNTRY     -  US
 KN0006  USGS QUAD   -  COWBOY BENCH (2017)
 KN0006
 KN0006                         *CURRENT SURVEY CONTROL
 KN0006  ______________________________________________________________________
 KN0006* NAD 83(1986) POSITION- 39 52 26.     (N) 110 14 31.     (W)   SCALED
 KN0006* NAVD 88 ORTHO HEIGHT -  2161.010 (meters)     7089.91  (feet) ADJUSTED
 KN0006  ______________________________________________________________________
 KN0006  GEOID HEIGHT    -        -17.076 (meters)                     GEOID18
 KN0006  DYNAMIC HEIGHT  -       2158.777 (meters)     7082.59  (feet) COMP
 KN0006  MODELED GRAVITY -    979,514.9   (mgal)                       NAVD 88
 KN0006
 KN0006  VERT ORDER      -  SECOND    CLASS 0
 KN0006
 KN0006.The horizontal coordinates were scaled from a map and have
 KN0006.an estimated accuracy of +/- 6 seconds.
 KN0006
 KN0006.The orthometric height was determined by differential leveling and
 KN0006.adjusted by the NATIONAL GEODETIC SURVEY
 KN0006.in June 1991.
 KN0006
 KN0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0006.GEOID18 height accuracy estimate available here.
 KN0006
 KN0006.Click photographs - Photos may exist for this station.
 KN0006
 KN0006.The dynamic height is computed by dividing the NAVD 88
 KN0006.geopotential number by the normal gravity value computed on the
 KN0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0006.degrees latitude (g = 980.6199 gals.).
 KN0006
 KN0006.The modeled gravity was interpolated from observed gravity values.
 KN0006
 KN0006;                    North         East    Units  Estimated Accuracy
 KN0006;SPC UT C     - 2,171,790.      607,610.      MT  (+/- 180 meters Scaled)
 KN0006
 KN0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK648140(NAD 83)
 KN0006
 KN0006                          SUPERSEDED SURVEY CONTROL
 KN0006
 KN0006  NGVD 29 (??/??/92) 2159.697  (m)         7085.61   (f) ADJ UNCH    2 0
 KN0006
 KN0006.Superseded values are not recommended for survey control.
 KN0006
 KN0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0006.See file dsdata.pdf to determine how the superseded data were derived.
 KN0006
 KN0006_MARKER: DB = BENCH MARK DISK
 KN0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KN0006_SP_SET: SPILLWAY
 KN0006_STAMPING: K 52 1934
 KN0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0006
 KN0006  HISTORY     - Date     Condition        Report By
 KN0006  HISTORY     - 1934     MONUMENTED       CGS
 KN0006  HISTORY     - 1969     MARK NOT FOUND   CGS
 KN0006
 KN0006                          STATION DESCRIPTION
 KN0006
 KN0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0006'1.7 MI W FROM MYTON.
 KN0006'ABOUT 1.7 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE HIGHWAY TURN AT
 KN0006'MYTON, DUCHESNE COUNTY, THENCE ABOUT 24.5 MILES SOUTH ALONG STATE
 KN0006'HIGHWAY 53.  ABOUT 4 MILES SOUTH OF RANGE POST 15 E, ABOUT 0.8 MILE
 KN0006'SOUTH OF THE TOP OF A GRADE, ABOUT 0.1 MILE SOUTH OF A BRIDGE, AT THE
 KN0006'ENTRANCE TO A CANYON, IN THE TOP OF THE LOWER SIDE OF A CONCRETE
 KN0006'SPILLWAY CROSSING THE HIGHWAY, AND 6 FEET NORTH OF THE SOUTH END.  A
 KN0006'STANDARD DISK, STAMPED K 52 1934.
 KN0006
 KN0006                          STATION RECOVERY (1969)
 KN0006
 KN0006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KN0006'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0440 ***********************************************************************
 LO0440  DESIGNATION -  K 54
 LO0440  PID         -  LO0440
 LO0440  STATE/COUNTY-  UT/UTAH
 LO0440  COUNTRY     -  US
 LO0440  USGS QUAD   -  RAYS VALLEY (2017)
 LO0440
 LO0440                         *CURRENT SURVEY CONTROL
 LO0440  ______________________________________________________________________
 LO0440* NAD 83(1986) POSITION- 40 05 37.     (N) 111 20 45.     (W)   SCALED
 LO0440* NAVD 88 ORTHO HEIGHT -  1721.732 (meters)     5648.72  (feet) ADJUSTED
 LO0440  ______________________________________________________________________
 LO0440  GEOID HEIGHT    -        -16.208 (meters)                     GEOID18
 LO0440  DYNAMIC HEIGHT  -       1720.073 (meters)     5643.27  (feet) COMP
 LO0440  MODELED GRAVITY -    979,601.9   (mgal)                       NAVD 88
 LO0440
 LO0440  VERT ORDER      -  SECOND    CLASS 0
 LO0440
 LO0440.The horizontal coordinates were scaled from a map and have
 LO0440.an estimated accuracy of +/- 6 seconds.
 LO0440
 LO0440.The orthometric height was determined by differential leveling and
 LO0440.adjusted by the NATIONAL GEODETIC SURVEY
 LO0440.in June 1991.
 LO0440
 LO0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0440.GEOID18 height accuracy estimate available here.
 LO0440
 LO0440.Click photographs - Photos may exist for this station.
 LO0440
 LO0440.The dynamic height is computed by dividing the NAVD 88
 LO0440.geopotential number by the normal gravity value computed on the
 LO0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0440.degrees latitude (g = 980.6199 gals.).
 LO0440
 LO0440.The modeled gravity was interpolated from observed gravity values.
 LO0440
 LO0440;                    North         East    Units  Estimated Accuracy
 LO0440;SPC UT C     - 2,195,440.      513,150.      MT  (+/- 180 meters Scaled)
 LO0440
 LO0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK705382(NAD 83)
 LO0440
 LO0440                          SUPERSEDED SURVEY CONTROL
 LO0440
 LO0440  NGVD 29 (??/??/92) 1720.564  (m)         5644.88   (f) ADJ UNCH    2 0
 LO0440
 LO0440.Superseded values are not recommended for survey control.
 LO0440
 LO0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0440.See file dsdata.pdf to determine how the superseded data were derived.
 LO0440
 LO0440_MARKER: DB = BENCH MARK DISK
 LO0440_SETTING: 80 = SET IN A BOULDER
 LO0440_STAMPING: K 54 1934
 LO0440_MARK LOGO: CGS
 LO0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0440+STABILITY: SURFACE MOTION
 LO0440
 LO0440  HISTORY     - Date     Condition        Report By
 LO0440  HISTORY     - 1934     MONUMENTED       CGS
 LO0440  HISTORY     - 1964     MARK NOT FOUND   CGS
 LO0440
 LO0440                          STATION DESCRIPTION
 LO0440
 LO0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0440'13.5 MI NE FROM THISTLE.
 LO0440'13.5 MILES NORTHEAST ALONG THE ROAD LEADING TO THE STRAWBERRY
 LO0440'RESERVOIR FROM THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION AT
 LO0440'THISTLE, UTAH COUNTY, EAST OF THE ROAD, AND IN A BOULDER.  A STANDARD
 LO0440'DISK, STAMPED K 54 1934.
 LO0440
 LO0440                          STATION RECOVERY (1964)
 LO0440
 LO0440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LO0440'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0138 ***********************************************************************
 HO0138  DESIGNATION -  K 57
 HO0138  PID         -  HO0138
 HO0138  STATE/COUNTY-  UT/KANE
 HO0138  COUNTRY     -  US
 HO0138  USGS QUAD   -  MOUNT CARMEL (2017)
 HO0138
 HO0138                         *CURRENT SURVEY CONTROL
 HO0138  ______________________________________________________________________
 HO0138* NAD 83(1986) POSITION- 37 13 58.     (N) 112 44 05.     (W)   SCALED
 HO0138* NAVD 88 ORTHO HEIGHT -  1707.278 (meters)     5601.29  (feet) ADJUSTED
 HO0138  ______________________________________________________________________
 HO0138  GEOID HEIGHT    -        -21.875 (meters)                     GEOID18
 HO0138  DYNAMIC HEIGHT  -       1705.268 (meters)     5594.70  (feet) COMP
 HO0138  MODELED GRAVITY -    979,393.1   (mgal)                       NAVD 88
 HO0138
 HO0138  VERT ORDER      -  FIRST     CLASS II
 HO0138
 HO0138.The horizontal coordinates were scaled from a map and have
 HO0138.an estimated accuracy of +/- 6 seconds.
 HO0138
 HO0138.The orthometric height was determined by differential leveling and
 HO0138.adjusted by the NATIONAL GEODETIC SURVEY
 HO0138.in April 2014.
 HO0138
 HO0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0138.GEOID18 height accuracy estimate available here.
 HO0138
 HO0138.Click photographs - Photos may exist for this station.
 HO0138
 HO0138.The dynamic height is computed by dividing the NAVD 88
 HO0138.geopotential number by the normal gravity value computed on the
 HO0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0138.degrees latitude (g = 980.6199 gals.).
 HO0138
 HO0138.The modeled gravity was interpolated from observed gravity values.
 HO0138
 HO0138;                    North         East    Units  Estimated Accuracy
 HO0138;SPC UT S     - 3,063,550.      390,440.      MT  (+/- 180 meters Scaled)
 HO0138
 HO0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG461221(NAD 83)
 HO0138
 HO0138                          SUPERSEDED SURVEY CONTROL
 HO0138
 HO0138  NAVD 88 (??/??/92) 1707.284  (m)         5601.31   (f) SUPERSEDED  3 0
 HO0138  NGVD 29 (??/??/92) 1706.244  (m)         5597.90   (f) ADJ UNCH    1 2
 HO0138
 HO0138.Superseded values are not recommended for survey control.
 HO0138
 HO0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0138.See file dsdata.pdf to determine how the superseded data were derived.
 HO0138
 HO0138_MARKER: DB = BENCH MARK DISK
 HO0138_SETTING: 66 = SET IN ROCK OUTCROP
 HO0138_STAMPING: K 57 1934
 HO0138_MARK LOGO: CGS
 HO0138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0138+STABILITY: POSITION/ELEVATION WELL
 HO0138
 HO0138  HISTORY     - Date     Condition        Report By
 HO0138  HISTORY     - 1934     MONUMENTED       CGS
 HO0138  HISTORY     - 1957     MARK NOT FOUND   USGS
 HO0138  HISTORY     - 1980     MARK NOT FOUND   USGS
 HO0138
 HO0138                          STATION DESCRIPTION
 HO0138
 HO0138'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 HO0138'17.2 MI NW FROM KANAB.
 HO0138'17.2 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM KANAB, KANE COUNTY,
 HO0138'THENCE 3.5 MILES WEST ALONG STATE HIGHWAY 15.  150 FEET EAST OF A 15-
 HO0138'BY 25-FOOT CONCRETE CULVERT, 40 FEET NORTH OF THE CENTERLINE OF THE
 HO0138'HIGHWAY, IN THE TOP OF A LIMESTONE OUTCROP, AND 3 FEET HIGHER THAN THE
 HO0138'HIGHWAY.  A STANDARD DISK, STAMPED K 57 1934.
 HO0138
 HO0138                          STATION RECOVERY (1980)
 HO0138
 HO0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HO0138'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0257 ***********************************************************************
 HO0257  DESIGNATION -  K 58
 HO0257  PID         -  HO0257
 HO0257  STATE/COUNTY-  UT/WASHINGTON
 HO0257  COUNTRY     -  US
 HO0257  USGS QUAD   -  SANTA CLARA (2017)
 HO0257
 HO0257                         *CURRENT SURVEY CONTROL
 HO0257  ______________________________________________________________________
 HO0257* NAD 83(1986) POSITION- 37 08 31.     (N) 113 40 12.     (W)   SCALED
 HO0257* NAVD 88 ORTHO HEIGHT -   890.314 (meters)     2920.97  (feet) POSTED
 HO0257  ______________________________________________________________________
 HO0257  GEOID HEIGHT    -        -24.506 (meters)                     GEOID18
 HO0257  DYNAMIC HEIGHT  -        889.42  (meters)     2918.0   (feet) COMP
 HO0257  MODELED GRAVITY -    979,595.4   (mgal)                       NAVD 88
 HO0257
 HO0257  VERT ORDER      -  * POSTED, SEE BELOW
 HO0257
 HO0257.The horizontal coordinates were scaled from a map and have
 HO0257.an estimated accuracy of +/- 6 seconds.
 HO0257
 HO0257.The orthometric height was determined by differential leveling
 HO0257.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0257
 HO0257.* This is a POSTED BENCH MARK height.
 HO0257
 HO0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0257.GEOID18 height accuracy estimate available here.
 HO0257
 HO0257.Click photographs - Photos may exist for this station.
 HO0257
 HO0257.The dynamic height is computed by dividing the NAVD 88
 HO0257.geopotential number by the normal gravity value computed on the
 HO0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0257.degrees latitude (g = 980.6199 gals.).
 HO0257
 HO0257.The modeled gravity was interpolated from observed gravity values.
 HO0257
 HO0257;                    North         East    Units  Estimated Accuracy
 HO0257;SPC UT S     - 3,054,990.      307,220.      MT  (+/- 180 meters Scaled)
 HO0257
 HO0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG628139(NAD 83)
 HO0257
 HO0257                          SUPERSEDED SURVEY CONTROL
 HO0257
 HO0257  NGVD 29 (??/??/92)  889.468  (m)         2918.20   (f) ADJ UNCH    2 0
 HO0257
 HO0257.Superseded values are not recommended for survey control.
 HO0257
 HO0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0257.See file dsdata.pdf to determine how the superseded data were derived.
 HO0257
 HO0257_MARKER: DB = BENCH MARK DISK
 HO0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0257_STAMPING: K 58 1934
 HO0257_MARK LOGO: CGS
 HO0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0257+STABILITY: SURFACE MOTION
 HO0257
 HO0257  HISTORY     - Date     Condition        Report By
 HO0257  HISTORY     - 1934     MONUMENTED       CGS
 HO0257  HISTORY     - 1979     MARK NOT FOUND   USGS
 HO0257  HISTORY     - 1982     MARK NOT FOUND   NGS
 HO0257
 HO0257                          STATION DESCRIPTION
 HO0257
 HO0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0257'6.1 MI W FROM ST GEORGE.
 HO0257'6.1 MI WEST ALONG US HWY NO. 91.  ON US HWY NO. 91.  AT THE TOP OF A
 HO0257'SHORT STEEP HILL 1.3 MILES WEST OF SANTA CLARA, AND ABOUT 0.4 MILES
 HO0257'EAST OF A MARKED SECONDARY ROAD NORTH TO IVINS.  35 FEET SOUTH OF THE
 HO0257'CENTERLINE OF THE HIGHWAY AND ABOUT 12 FEET NORTH OF A BANK SLOPING
 HO0257'INTO THE SANTA CLARA RIVER.
 HO0257
 HO0257                          STATION RECOVERY (1979)
 HO0257
 HO0257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HO0257'MARK NOT FOUND.
 HO0257
 HO0257                          STATION RECOVERY (1982)
 HO0257
 HO0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0257'NOT RECOVERED, AREA DESCRIBED HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0273 ***********************************************************************
 MR0273  DESIGNATION -  K 61
 MR0273  PID         -  MR0273
 MR0273  STATE/COUNTY-  UT/RICH
 MR0273  COUNTRY     -  US
 MR0273  USGS QUAD   -  WOODRUFF (2017)
 MR0273
 MR0273                         *CURRENT SURVEY CONTROL
 MR0273  ______________________________________________________________________
 MR0273* NAD 83(1986) POSITION- 41 37 23.     (N) 111 10 47.     (W)   SCALED
 MR0273* NAVD 88 ORTHO HEIGHT -  1910.546 (meters)     6268.18  (feet) ADJUSTED
 MR0273  ______________________________________________________________________
 MR0273  GEOID HEIGHT    -        -14.984 (meters)                     GEOID18
 MR0273  DYNAMIC HEIGHT  -       1908.903 (meters)     6262.79  (feet) COMP
 MR0273  MODELED GRAVITY -    979,695.6   (mgal)                       NAVD 88
 MR0273
 MR0273  VERT ORDER      -  SECOND    CLASS 0
 MR0273
 MR0273.The horizontal coordinates were scaled from a map and have
 MR0273.an estimated accuracy of +/- 6 seconds.
 MR0273
 MR0273.The orthometric height was determined by differential leveling and
 MR0273.adjusted by the NATIONAL GEODETIC SURVEY
 MR0273.in June 1991.
 MR0273
 MR0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0273.GEOID18 height accuracy estimate available here.
 MR0273
 MR0273.Click photographs - Photos may exist for this station.
 MR0273
 MR0273.The dynamic height is computed by dividing the NAVD 88
 MR0273.geopotential number by the normal gravity value computed on the
 MR0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0273.degrees latitude (g = 980.6199 gals.).
 MR0273
 MR0273.The modeled gravity was interpolated from observed gravity values.
 MR0273
 MR0273;                    North         East    Units  Estimated Accuracy
 MR0273;SPC UT N     - 1,143,280.      526,690.      MT  (+/- 180 meters Scaled)
 MR0273
 MR0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM850079(NAD 83)
 MR0273
 MR0273                          SUPERSEDED SURVEY CONTROL
 MR0273
 MR0273  NGVD 29 (??/??/92) 1909.220  (m)         6263.83   (f) ADJ UNCH    2 0
 MR0273
 MR0273.Superseded values are not recommended for survey control.
 MR0273
 MR0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0273.See file dsdata.pdf to determine how the superseded data were derived.
 MR0273
 MR0273_MARKER: DB = BENCH MARK DISK
 MR0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0273_STAMPING: K 61 1934
 MR0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0273+STABILITY: SURFACE MOTION
 MR0273
 MR0273  HISTORY     - Date     Condition        Report By
 MR0273  HISTORY     - 1934     MONUMENTED       CGS
 MR0273  HISTORY     - 1966     POOR             USGS
 MR0273
 MR0273                          STATION DESCRIPTION
 MR0273
 MR0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0273'3.0 MI S FROM RANDOLPH.
 MR0273'3.0 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE COUNTY COURTHOUSE, 42
 MR0273'FEET SOUTH OF THE CENTER LINE OF THE GATEWAY TO THE C.B. SPENCER RANCH
 MR0273'HOUSE, 60 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 85 FEET EAST OF
 MR0273'A POLE, AND 2 FEET WEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 MR0273'POST.  NOTE-- STILL IN THE GROUND BUT PUSHED OVER AT A 45 DEG ANGLE
 MR0273'AND IS OF NO FURTHER USE.
 MR0273
 MR0273                          STATION RECOVERY (1966)
 MR0273
 MR0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MR0273'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0043 ***********************************************************************
 LP0043  DESIGNATION -  K 62
 LP0043  PID         -  LP0043
 LP0043  STATE/COUNTY-  UT/TOOELE
 LP0043  COUNTRY     -  US
 LP0043  USGS QUAD   -  SAINT JOHN (2017)
 LP0043
 LP0043                         *CURRENT SURVEY CONTROL
 LP0043  ______________________________________________________________________
 LP0043* NAD 83(1986) POSITION- 40 22 10.     (N) 112 26 46.     (W)   SCALED
 LP0043* NAVD 88 ORTHO HEIGHT -  1534.210 (meters)     5033.49  (feet) ADJUSTED
 LP0043  ______________________________________________________________________
 LP0043  GEOID HEIGHT    -        -17.604 (meters)                     GEOID18
 LP0043  DYNAMIC HEIGHT  -       1532.857 (meters)     5029.05  (feet) COMP
 LP0043  MODELED GRAVITY -    979,689.7   (mgal)                       NAVD 88
 LP0043
 LP0043  VERT ORDER      -  FIRST     CLASS II
 LP0043
 LP0043.The horizontal coordinates were scaled from a map and have
 LP0043.an estimated accuracy of +/- 6 seconds.
 LP0043
 LP0043.The orthometric height was determined by differential leveling and
 LP0043.adjusted by the NATIONAL GEODETIC SURVEY
 LP0043.in June 1991.
 LP0043
 LP0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0043.GEOID18 height accuracy estimate available here.
 LP0043
 LP0043.Click photographs - Photos may exist for this station.
 LP0043
 LP0043.The dynamic height is computed by dividing the NAVD 88
 LP0043.geopotential number by the normal gravity value computed on the
 LP0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0043.degrees latitude (g = 980.6199 gals.).
 LP0043
 LP0043.The modeled gravity was interpolated from observed gravity values.
 LP0043
 LP0043;                    North         East    Units  Estimated Accuracy
 LP0043;SPC UT C     - 2,226,480.      419,650.      MT  (+/- 180 meters Scaled)
 LP0043
 LP0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK772697(NAD 83)
 LP0043
 LP0043                          SUPERSEDED SURVEY CONTROL
 LP0043
 LP0043  NGVD 29 (??/??/92) 1533.047  (m)         5029.67   (f) ADJ UNCH    1 2
 LP0043
 LP0043.Superseded values are not recommended for survey control.
 LP0043
 LP0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0043.See file dsdata.pdf to determine how the superseded data were derived.
 LP0043
 LP0043_MARKER: DB = BENCH MARK DISK
 LP0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0043_STAMPING: K 62 1934
 LP0043_MARK LOGO: CGS
 LP0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0043+STABILITY: SURFACE MOTION
 LP0043
 LP0043  HISTORY     - Date     Condition        Report By
 LP0043  HISTORY     - 1934     MONUMENTED       CGS
 LP0043
 LP0043                          STATION DESCRIPTION
 LP0043
 LP0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0043'1.4 MI E FROM ST. JOHN.
 LP0043'ABOUT 1.4 MILES EAST ALONG THE OLD LINCOLN HIGHWAY FROM ST. JOHN,
 LP0043'TOOELE COUNTY, ABOUT 66 YARDS WEST OF A FENCE CORNER, 34 FEET NORTH OF
 LP0043'THE CENTER LINE OF THE HIGHWAY, AND 2 FEET SOUTH OF A FENCE.  A
 LP0043'STANDARD DISK, STAMPED K 62 1934 AND SET IN THE TOP OF A CONCRETE
 LP0043'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0219 ***********************************************************************
 HM0219  DESIGNATION -  K 63
 HM0219  PID         -  HM0219
 HM0219  STATE/COUNTY-  UT/SAN JUAN
 HM0219  COUNTRY     -  US
 HM0219  USGS QUAD   -  MCCRACKEN SPRING (2017)
 HM0219
 HM0219                         *CURRENT SURVEY CONTROL
 HM0219  ______________________________________________________________________
 HM0219* NAD 83(1986) POSITION- 37 24 45.     (N) 109 17 15.     (W)   SCALED
 HM0219* NAVD 88 ORTHO HEIGHT -  1536.912 (meters)     5042.35  (feet) ADJUSTED
 HM0219  ______________________________________________________________________
 HM0219  GEOID HEIGHT    -        -20.583 (meters)                     GEOID18
 HM0219  DYNAMIC HEIGHT  -       1535.173 (meters)     5036.65  (feet) COMP
 HM0219  MODELED GRAVITY -    979,445.3   (mgal)                       NAVD 88
 HM0219
 HM0219  VERT ORDER      -  FIRST     CLASS II
 HM0219
 HM0219.The horizontal coordinates were scaled from a map and have
 HM0219.an estimated accuracy of +/- 6 seconds.
 HM0219
 HM0219.The orthometric height was determined by differential leveling and
 HM0219.adjusted by the NATIONAL GEODETIC SURVEY
 HM0219.in June 1991.
 HM0219
 HM0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0219.GEOID18 height accuracy estimate available here.
 HM0219
 HM0219.Click photographs - Photos may exist for this station.
 HM0219
 HM0219.The dynamic height is computed by dividing the NAVD 88
 HM0219.geopotential number by the normal gravity value computed on the
 HM0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0219.degrees latitude (g = 980.6199 gals.).
 HM0219
 HM0219.The modeled gravity was interpolated from observed gravity values.
 HM0219
 HM0219;                    North         East    Units  Estimated Accuracy
 HM0219;SPC UT S     - 3,085,090.      695,850.      MT  (+/- 180 meters Scaled)
 HM0219
 HM0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG515420(NAD 83)
 HM0219
 HM0219                          SUPERSEDED SURVEY CONTROL
 HM0219
 HM0219  NGVD 29 (??/??/92) 1535.926  (m)         5039.12   (f) ADJ UNCH    1 2
 HM0219
 HM0219.Superseded values are not recommended for survey control.
 HM0219
 HM0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0219.See file dsdata.pdf to determine how the superseded data were derived.
 HM0219
 HM0219_MARKER: DB = BENCH MARK DISK
 HM0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0219_STAMPING: K 63 1934
 HM0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0219+STABILITY: SURFACE MOTION
 HM0219
 HM0219  HISTORY     - Date     Condition        Report By
 HM0219  HISTORY     - 1934     MONUMENTED       CGS
 HM0219  HISTORY     - 1984     MARK NOT FOUND   NGS
 HM0219  HISTORY     - 19860106 GOOD             USGS
 HM0219
 HM0219                          STATION DESCRIPTION
 HM0219
 HM0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0219'11 MI N FROM BLUFF.
 HM0219'ABOUT 11 MILES NORTH ALONG THE ROAD LEADING TO MONTICELLO FROM BLUFF,
 HM0219'SAN JUAN COUNTY, THENCE ABOUT 11.5 MILES EAST ALONG THE ROAD LEADING
 HM0219'TO CORTEZ, COLORADO, ABOUT 4.2 MILES WEST OF THE HATCH TRADING POST,
 HM0219'ABOUT 0.5 MILE EAST OF THE DESCENT FROM A MESA RIM, AND 10 FEET
 HM0219'NORTHWEST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED K
 HM0219'63 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HM0219
 HM0219                          STATION RECOVERY (1984)
 HM0219
 HM0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0219'MARK NOT FOUND.
 HM0219
 HM0219                          STATION RECOVERY (1986)
 HM0219
 HM0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (KWG)
 HM0219'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0304 ***********************************************************************
 LN0304  DESIGNATION -  K 64
 LN0304  PID         -  LN0304
 LN0304  STATE/COUNTY-  UT/UINTAH
 LN0304  COUNTRY     -  US
 LN0304  USGS QUAD   -  FORT DUCHESNE (2017)
 LN0304
 LN0304                         *CURRENT SURVEY CONTROL
 LN0304  ______________________________________________________________________
 LN0304* NAD 83(1986) POSITION- 40 18 18.     (N) 109 46 22.     (W)   SCALED
 LN0304* NAVD 88 ORTHO HEIGHT -  1568.995 (meters)     5147.61  (feet) ADJUSTED
 LN0304  ______________________________________________________________________
 LN0304  GEOID HEIGHT    -        -17.603 (meters)                     GEOID18
 LN0304  DYNAMIC HEIGHT  -       1567.553 (meters)     5142.88  (feet) COMP
 LN0304  MODELED GRAVITY -    979,651.8   (mgal)                       NAVD 88
 LN0304
 LN0304  VERT ORDER      -  FIRST     CLASS II
 LN0304
 LN0304.The horizontal coordinates were scaled from a map and have
 LN0304.an estimated accuracy of +/- 6 seconds.
 LN0304
 LN0304.The orthometric height was determined by differential leveling and
 LN0304.adjusted by the NATIONAL GEODETIC SURVEY
 LN0304.in June 1991.
 LN0304
 LN0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0304.GEOID18 height accuracy estimate available here.
 LN0304
 LN0304.Click photographs - Photos may exist for this station.
 LN0304
 LN0304.The dynamic height is computed by dividing the NAVD 88
 LN0304.geopotential number by the normal gravity value computed on the
 LN0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0304.degrees latitude (g = 980.6199 gals.).
 LN0304
 LN0304.The modeled gravity was interpolated from observed gravity values.
 LN0304
 LN0304;                    North         East    Units  Estimated Accuracy
 LN0304;SPC UT C     - 2,220,310.      646,820.      MT  (+/- 180 meters Scaled)
 LN0304
 LN0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK042623(NAD 83)
 LN0304
 LN0304                          SUPERSEDED SURVEY CONTROL
 LN0304
 LN0304  NGVD 29 (??/??/92) 1567.771  (m)         5143.60   (f) ADJ UNCH    1 2
 LN0304
 LN0304.Superseded values are not recommended for survey control.
 LN0304
 LN0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0304.See file dsdata.pdf to determine how the superseded data were derived.
 LN0304
 LN0304_MARKER: DB = BENCH MARK DISK
 LN0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0304_STAMPING: K 64 1934
 LN0304_MARK LOGO: CGS
 LN0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0304+STABILITY: SURFACE MOTION
 LN0304
 LN0304  HISTORY     - Date     Condition        Report By
 LN0304  HISTORY     - 1934     MONUMENTED       CGS
 LN0304  HISTORY     - 1963     MARK NOT FOUND   USGS
 LN0304
 LN0304                          STATION DESCRIPTION
 LN0304
 LN0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0304'11.7 MI E FROM ROOSEVELT.
 LN0304'IN UINTAH COUNTY, 11.7 MILES EAST ALONG U.S. HIGHWAY 40 FROM
 LN0304'ROOSEVELT, DUCHESNE COUNTY, 84 YARDS EAST OF A RANCH HOUSE NORTH OF
 LN0304'THE HIGHWAY, 31 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND AT A
 LN0304'FENCE CORNER.  A STANDARD DISK, STAMPED K 64 1934 AND SET IN THE TOP
 LN0304'OF A CONCRETE POST.  NOTE-- HIGHWAY REALIGNED.
 LN0304
 LN0304                          STATION RECOVERY (1963)
 LN0304
 LN0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LN0304'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0135 ***********************************************************************
 LP0135  DESIGNATION -  K 67
 LP0135  PID         -  LP0135
 LP0135  STATE/COUNTY-  UT/TOOELE
 LP0135  COUNTRY     -  US
 LP0135  USGS QUAD   -  DUGWAY PROVING GROUND NE (2017)
 LP0135
 LP0135                         *CURRENT SURVEY CONTROL
 LP0135  ______________________________________________________________________
 LP0135* NAD 83(1986) POSITION- 40 10 58.69   (N) 113 04 10.82   (W)   HD_HELD1
 LP0135* NAVD 88 ORTHO HEIGHT -  1313.776 (meters)     4310.28  (feet) ADJUSTED
 LP0135  ______________________________________________________________________
 LP0135  GEOID HEIGHT    -        -18.701 (meters)                     GEOID18
 LP0135  DYNAMIC HEIGHT  -       1312.709 (meters)     4306.78  (feet) COMP
 LP0135  MODELED GRAVITY -    979,768.0   (mgal)                       NAVD 88
 LP0135
 LP0135  VERT ORDER      -  FIRST     CLASS II
 LP0135
 LP0135.The horizontal coordinates were determined by differentially corrected
 LP0135.hand held GPS observations or other comparable positioning techniques
 LP0135.and have an estimated accuracy of +/- 3 meters.
 LP0135
 LP0135.The orthometric height was determined by differential leveling and
 LP0135.adjusted by the NATIONAL GEODETIC SURVEY
 LP0135.in June 1991.
 LP0135
 LP0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0135.GEOID18 height accuracy estimate available here.
 LP0135
 LP0135.Click photographs - Photos may exist for this station.
 LP0135
 LP0135.The dynamic height is computed by dividing the NAVD 88
 LP0135.geopotential number by the normal gravity value computed on the
 LP0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0135.degrees latitude (g = 980.6199 gals.).
 LP0135
 LP0135.The modeled gravity was interpolated from observed gravity values.
 LP0135
 LP0135;                    North         East    Units  Estimated Accuracy
 LP0135;SPC UT C     - 2,206,518.6     366,336.0     MT  (+/- 3 meters HH1 GPS) 
 LP0135
 LP0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK2379950119(NAD 83)
 LP0135
 LP0135                          SUPERSEDED SURVEY CONTROL
 LP0135
 LP0135  NGVD 29 (??/??/92) 1312.756  (m)         4306.93   (f) ADJ UNCH    1 2
 LP0135
 LP0135.Superseded values are not recommended for survey control.
 LP0135
 LP0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0135.See file dsdata.pdf to determine how the superseded data were derived.
 LP0135
 LP0135_MARKER: DB = BENCH MARK DISK
 LP0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0135_STAMPING: K 67 1934
 LP0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0135+STABILITY: SURFACE MOTION
 LP0135
 LP0135  HISTORY     - Date     Condition        Report By
 LP0135  HISTORY     - 1934     MONUMENTED       CGS
 LP0135
 LP0135                          STATION DESCRIPTION
 LP0135
 LP0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0135'23.1 MI W FROM ORRS RANCH.
 LP0135'ABOUT 23.1 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0135'TOOELE COUNTY, ABOUT 46 MILES WEST OF GOLD HILL, 74 FEET NORTHWEST OF
 LP0135'A HIGHWAY MILEPOST (26 MILES TO ORRS RANCH), AND 38 FEET NORTH OF THE
 LP0135'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 67 1934 AND
 LP0135'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0339 ***********************************************************************
 KO0339  DESIGNATION -  K 74
 KO0339  PID         -  KO0339
 KO0339  STATE/COUNTY-  UT/MILLARD
 KO0339  COUNTRY     -  US
 KO0339  USGS QUAD   -  COWBOY PASS (2017)
 KO0339
 KO0339                         *CURRENT SURVEY CONTROL
 KO0339  ______________________________________________________________________
 KO0339* NAD 83(1986) POSITION- 39 19 29.     (N) 113 42 46.     (W)   SCALED
 KO0339* NAVD 88 ORTHO HEIGHT -  1695.513 (meters)     5562.70  (feet) ADJUSTED
 KO0339  ______________________________________________________________________
 KO0339  GEOID HEIGHT    -        -19.807 (meters)                     GEOID18
 KO0339  DYNAMIC HEIGHT  -       1693.842 (meters)     5557.21  (feet) COMP
 KO0339  MODELED GRAVITY -    979,581.4   (mgal)                       NAVD 88
 KO0339
 KO0339  VERT ORDER      -  SECOND    CLASS 0
 KO0339
 KO0339.The horizontal coordinates were scaled from a map and have
 KO0339.an estimated accuracy of +/- 6 seconds.
 KO0339
 KO0339.The orthometric height was determined by differential leveling and
 KO0339.adjusted by the NATIONAL GEODETIC SURVEY
 KO0339.in June 1991.
 KO0339
 KO0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0339.GEOID18 height accuracy estimate available here.
 KO0339
 KO0339.Click photographs - Photos may exist for this station.
 KO0339
 KO0339.The dynamic height is computed by dividing the NAVD 88
 KO0339.geopotential number by the normal gravity value computed on the
 KO0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0339.degrees latitude (g = 980.6199 gals.).
 KO0339
 KO0339.The modeled gravity was interpolated from observed gravity values.
 KO0339
 KO0339;                    North         East    Units  Estimated Accuracy
 KO0339;SPC UT C     - 2,112,420.      309,230.      MT  (+/- 180 meters Scaled)
 KO0339
 KO0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ661563(NAD 83)
 KO0339
 KO0339                          SUPERSEDED SURVEY CONTROL
 KO0339
 KO0339  NGVD 29 (??/??/92) 1694.327  (m)         5558.80   (f) ADJ UNCH    2 0
 KO0339
 KO0339.Superseded values are not recommended for survey control.
 KO0339
 KO0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0339.See file dsdata.pdf to determine how the superseded data were derived.
 KO0339
 KO0339_MARKER: DB = BENCH MARK DISK
 KO0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0339_STAMPING: K-74 1934
 KO0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0339+STABILITY: SURFACE MOTION
 KO0339
 KO0339  HISTORY     - Date     Condition        Report By
 KO0339  HISTORY     - 1934     MONUMENTED       CGS
 KO0339  HISTORY     - 1958     GOOD             USGS
 KO0339
 KO0339                          STATION DESCRIPTION
 KO0339
 KO0339'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 KO0339'17.5 MI E FROM ROBINSONS RANCH.
 KO0339'17.5 MILES EAST ALONG OLD U.S. HIGHWAY 6 FROM ROBINSONS RANCH, MILLARD
 KO0339'COUNTY, 120 NORTH OF THE NORTH END OF A LONG S CURVE, AT THE FOOT OF A
 KO0339'LONG RANGE OF HILLS, AND 60 FEET WEST OF THE CENTERLINE OF HIGHWAY. A
 KO0339'STANDARD DISK STAMPED K-74 1934, AND SET IN THE TOP OF A CONCRETE
 KO0339'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0356 ***********************************************************************
 KO0356  DESIGNATION -  K 75
 KO0356  PID         -  KO0356
 KO0356  STATE/COUNTY-  UT/JUAB
 KO0356  COUNTRY     -  US
 KO0356  USGS QUAD   -  TROUT CREEK SW (2017)
 KO0356
 KO0356                         *CURRENT SURVEY CONTROL
 KO0356  ______________________________________________________________________
 KO0356* NAD 83(1986) POSITION- 39 33 51.     (N) 113 55 24.     (W)   SCALED
 KO0356* NAVD 88 ORTHO HEIGHT -  1493.775 (meters)     4900.83  (feet) ADJUSTED
 KO0356  ______________________________________________________________________
 KO0356  GEOID HEIGHT    -        -19.748 (meters)                     GEOID18
 KO0356  DYNAMIC HEIGHT  -       1492.378 (meters)     4896.24  (feet) COMP
 KO0356  MODELED GRAVITY -    979,639.9   (mgal)                       NAVD 88
 KO0356
 KO0356  VERT ORDER      -  SECOND    CLASS 0
 KO0356
 KO0356.The horizontal coordinates were scaled from a map and have
 KO0356.an estimated accuracy of +/- 6 seconds.
 KO0356
 KO0356.The orthometric height was determined by differential leveling and
 KO0356.adjusted by the NATIONAL GEODETIC SURVEY
 KO0356.in June 1991.
 KO0356
 KO0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0356.GEOID18 height accuracy estimate available here.
 KO0356
 KO0356.Click photographs - Photos may exist for this station.
 KO0356
 KO0356.The dynamic height is computed by dividing the NAVD 88
 KO0356.geopotential number by the normal gravity value computed on the
 KO0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0356.degrees latitude (g = 980.6199 gals.).
 KO0356
 KO0356.The modeled gravity was interpolated from observed gravity values.
 KO0356
 KO0356;                    North         East    Units  Estimated Accuracy
 KO0356;SPC UT C     - 2,139,470.      291,800.      MT  (+/- 180 meters Scaled)
 KO0356
 KO0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ488834(NAD 83)
 KO0356
 KO0356                          SUPERSEDED SURVEY CONTROL
 KO0356
 KO0356  NGVD 29 (??/??/92) 1492.679  (m)         4897.23   (f) ADJ UNCH    2 0
 KO0356
 KO0356.Superseded values are not recommended for survey control.
 KO0356
 KO0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0356.See file dsdata.pdf to determine how the superseded data were derived.
 KO0356
 KO0356_MARKER: DB = BENCH MARK DISK
 KO0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0356_STAMPING: K 75 1934
 KO0356_MARK LOGO: CGS
 KO0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0356+STABILITY: SURFACE MOTION
 KO0356
 KO0356  HISTORY     - Date     Condition        Report By
 KO0356  HISTORY     - 1934     MONUMENTED       CGS
 KO0356  HISTORY     - 20031021 GOOD             USGS-R
 KO0356
 KO0356                          STATION DESCRIPTION
 KO0356
 KO0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0356'10.8 MI S FROM TROUT CREEK.
 KO0356'10.8 MILES SOUTH ALONG THE ROAD LEADING TO ROBINSON RANCH FROM THE OLD
 KO0356'POST OFFICE AT TROUT CREEK, ON THE TOP OF THE FIRST BENCH OF HILLS
 KO0356'NORTH OF A SMALL DRY WASH, AND 36 FEET WEST OF THE CENTER LINE OF THE
 KO0356'ROAD.  SET IN THE TOP OF A CONCRETE POST.
 KO0356
 KO0356                          STATION RECOVERY (2003)
 KO0356
 KO0356'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 2003 (JMM)
 KO0356'WEST DESERT SCHOOL AT PARTOUN, 5.5 MILES SOUTH ALONG A GRAVEL ROAD TO
 KO0356'TRACK ROAD CROSSING, THEN 0.3 MILE SE ALONG TRACK ROAD TO A DIM ROAD
 KO0356'CROSSING, THEN 0.4 MILE SOUTH ALONG DIM TRACK ROAD, ON THE FIRST BENCH
 KO0356'OF HILLS NORTH OF A SMALL DRY WASH, 36 FEET WEST OF THE CENTER LINE OF
 KO0356'ROAD SET ON A CONCRETE POST AND STAMPED K 75 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0175 ***********************************************************************
 LP0175  DESIGNATION -  K 76
 LP0175  PID         -  LP0175
 LP0175  STATE/COUNTY-  UT/TOOELE
 LP0175  COUNTRY     -  US
 LP0175  USGS QUAD   -  CLIFTON (2017)
 LP0175
 LP0175                         *CURRENT SURVEY CONTROL
 LP0175  ______________________________________________________________________
 LP0175* NAD 83(1986) POSITION- 40 07 05.     (N) 113 51 09.     (W)   SCALED
 LP0175* NAVD 88 ORTHO HEIGHT -  1881.124 (meters)     6171.65  (feet) ADJUSTED
 LP0175  ______________________________________________________________________
 LP0175  GEOID HEIGHT    -        -18.813 (meters)                     GEOID18
 LP0175  DYNAMIC HEIGHT  -       1879.384 (meters)     6165.95  (feet) COMP
 LP0175  MODELED GRAVITY -    979,633.4   (mgal)                       NAVD 88
 LP0175
 LP0175  VERT ORDER      -  FIRST     CLASS II
 LP0175
 LP0175.The horizontal coordinates were scaled from a map and have
 LP0175.an estimated accuracy of +/- 6 seconds.
 LP0175
 LP0175.The orthometric height was determined by differential leveling and
 LP0175.adjusted by the NATIONAL GEODETIC SURVEY
 LP0175.in June 1991.
 LP0175
 LP0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0175.GEOID18 height accuracy estimate available here.
 LP0175
 LP0175.Click photographs - Photos may exist for this station.
 LP0175
 LP0175.The dynamic height is computed by dividing the NAVD 88
 LP0175.geopotential number by the normal gravity value computed on the
 LP0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0175.degrees latitude (g = 980.6199 gals.).
 LP0175
 LP0175.The modeled gravity was interpolated from observed gravity values.
 LP0175
 LP0175;                    North         East    Units  Estimated Accuracy
 LP0175;SPC UT C     - 2,200,780.      299,500.      MT  (+/- 180 meters Scaled)
 LP0175
 LP0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK569447(NAD 83)
 LP0175
 LP0175                          SUPERSEDED SURVEY CONTROL
 LP0175
 LP0175  NGVD 29 (??/??/92) 1879.987  (m)         6167.92   (f) ADJ UNCH    1 2
 LP0175
 LP0175.Superseded values are not recommended for survey control.
 LP0175
 LP0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0175.See file dsdata.pdf to determine how the superseded data were derived.
 LP0175
 LP0175_MARKER: DB = BENCH MARK DISK
 LP0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0175_STAMPING: K 76 1934
 LP0175_MARK LOGO: CGS
 LP0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0175+STABILITY: SURFACE MOTION
 LP0175
 LP0175  HISTORY     - Date     Condition        Report By
 LP0175  HISTORY     - 1934     MONUMENTED       CGS
 LP0175  HISTORY     - 1973     POOR             USGS
 LP0175
 LP0175                          STATION DESCRIPTION
 LP0175
 LP0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0175'4.2 MI S FROM GOLD HILL.
 LP0175'ABOUT 4.2 MILES SOUTH ALONG THE OLD LINCOLN HIGHWAY FROM THE DEEP
 LP0175'CREEK RAILROAD STATION AT GOLD HILL, TOOELE COUNTY, ABOUT 0.2 MILE
 LP0175'NORTH OF THE JUNCTION OF THE GOLD-HILL-CALLAO ROAD, ON A SUMMIT, 51
 LP0175'FEET WEST OF A SIDE ROAD LEADING TO MONOCCO MINE, AND 48 FEET EAST OF
 LP0175'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 76 1934
 LP0175'AND SET IN THE TOP OF A CONCRETE POST.
 LP0175
 LP0175                          STATION RECOVERY (1973)
 LP0175
 LP0175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LP0175'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0262 ***********************************************************************
 KO0262  DESIGNATION -  K 78
 KO0262  PID         -  KO0262
 KO0262  STATE/COUNTY-  UT/MILLARD
 KO0262  COUNTRY     -  US
 KO0262  USGS QUAD   -  SMELTER KNOLLS WEST (2017)
 KO0262
 KO0262                         *CURRENT SURVEY CONTROL
 KO0262  ______________________________________________________________________
 KO0262* NAD 83(1986) POSITION- 39 27 14.59   (N) 112 53 34.93   (W)   HD_HELD1
 KO0262* NAVD 88 ORTHO HEIGHT -  1439.726 (meters)     4723.50  (feet) ADJUSTED
 KO0262  ______________________________________________________________________
 KO0262  GEOID HEIGHT    -        -19.607 (meters)                     GEOID18
 KO0262  DYNAMIC HEIGHT  -       1438.408 (meters)     4719.18  (feet) COMP
 KO0262  MODELED GRAVITY -    979,661.4   (mgal)                       NAVD 88
 KO0262
 KO0262  VERT ORDER      -  SECOND    CLASS 0
 KO0262
 KO0262.The horizontal coordinates were determined by differentially corrected
 KO0262.hand held GPS observations or other comparable positioning techniques
 KO0262.and have an estimated accuracy of +/- 3 meters.
 KO0262
 KO0262.The orthometric height was determined by differential leveling and
 KO0262.adjusted by the NATIONAL GEODETIC SURVEY
 KO0262.in June 1991.
 KO0262
 KO0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0262.GEOID18 height accuracy estimate available here.
 KO0262
 KO0262.Click photographs - Photos may exist for this station.
 KO0262
 KO0262.The dynamic height is computed by dividing the NAVD 88
 KO0262.geopotential number by the normal gravity value computed on the
 KO0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0262.degrees latitude (g = 980.6199 gals.).
 KO0262
 KO0262.The modeled gravity was interpolated from observed gravity values.
 KO0262
 KO0262;                    North         East    Units  Estimated Accuracy
 KO0262;SPC UT C     - 2,125,354.5     380,115.7     MT  (+/- 3 meters HH1 GPS) 
 KO0262
 KO0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ3712568875(NAD 83)
 KO0262
 KO0262                          SUPERSEDED SURVEY CONTROL
 KO0262
 KO0262  NGVD 29 (??/??/92) 1438.619  (m)         4719.87   (f) ADJ UNCH    2 0
 KO0262
 KO0262.Superseded values are not recommended for survey control.
 KO0262
 KO0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0262.See file dsdata.pdf to determine how the superseded data were derived.
 KO0262
 KO0262_MARKER: DB = BENCH MARK DISK
 KO0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0262_STAMPING: K 78 1934
 KO0262_MARK LOGO: CGS
 KO0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0262+STABILITY: SURFACE MOTION
 KO0262
 KO0262  HISTORY     - Date     Condition        Report By
 KO0262  HISTORY     - 1934     MONUMENTED       CGS
 KO0262  HISTORY     - 1970     GOOD             USGS
 KO0262
 KO0262                          STATION DESCRIPTION
 KO0262
 KO0262'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KO0262'11.6 MI NW FROM ABRAHAM.
 KO0262'ABRAHAM, 1.5 MI. NORTH FROM THENCE 10.4 MI. WEST.  183 FEET SOUTH OF
 KO0262'ROAD.  3 FEET NORTH OF WITNESS POST.  IN CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0301 ***********************************************************************
 KO0301  DESIGNATION -  K 79
 KO0301  PID         -  KO0301
 KO0301  STATE/COUNTY-  UT/JUAB
 KO0301  COUNTRY     -  US
 KO0301  USGS QUAD   -  FISH SPRINGS SW (2017)
 KO0301
 KO0301                         *CURRENT SURVEY CONTROL
 KO0301  ______________________________________________________________________
 KO0301* NAD 83(1986) POSITION- 39 51 39.     (N) 113 24 24.     (W)   SCALED
 KO0301* NAVD 88 ORTHO HEIGHT -  1324.588 (meters)     4345.75  (feet) ADJUSTED
 KO0301  ______________________________________________________________________
 KO0301  GEOID HEIGHT    -        -19.372 (meters)                     GEOID18
 KO0301  DYNAMIC HEIGHT  -       1323.463 (meters)     4342.06  (feet) COMP
 KO0301  MODELED GRAVITY -    979,731.4   (mgal)                       NAVD 88
 KO0301
 KO0301  VERT ORDER      -  SECOND    CLASS 0
 KO0301
 KO0301.The horizontal coordinates were scaled from a map and have
 KO0301.an estimated accuracy of +/- 6 seconds.
 KO0301
 KO0301.The orthometric height was determined by differential leveling and
 KO0301.adjusted by the NATIONAL GEODETIC SURVEY
 KO0301.in June 1991.
 KO0301
 KO0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0301.GEOID18 height accuracy estimate available here.
 KO0301
 KO0301.Click photographs - Photos may exist for this station.
 KO0301
 KO0301.The dynamic height is computed by dividing the NAVD 88
 KO0301.geopotential number by the normal gravity value computed on the
 KO0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0301.degrees latitude (g = 980.6199 gals.).
 KO0301
 KO0301.The modeled gravity was interpolated from observed gravity values.
 KO0301
 KO0301;                    North         East    Units  Estimated Accuracy
 KO0301;SPC UT C     - 2,171,320.      336,880.      MT  (+/- 180 meters Scaled)
 KO0301
 KO0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK941150(NAD 83)
 KO0301
 KO0301                          SUPERSEDED SURVEY CONTROL
 KO0301
 KO0301  NGVD 29 (??/??/92) 1323.571  (m)         4342.42   (f) ADJ UNCH    2 0
 KO0301
 KO0301.Superseded values are not recommended for survey control.
 KO0301
 KO0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0301.See file dsdata.pdf to determine how the superseded data were derived.
 KO0301
 KO0301_MARKER: DB = BENCH MARK DISK
 KO0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0301_STAMPING: K 79 1934
 KO0301_MARK LOGO: CGS
 KO0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0301+STABILITY: SURFACE MOTION
 KO0301
 KO0301  HISTORY     - Date     Condition        Report By
 KO0301  HISTORY     - 1934     MONUMENTED       CGS
 KO0301  HISTORY     - 1967     GOOD             USGS
 KO0301
 KO0301                          STATION DESCRIPTION
 KO0301
 KO0301'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 KO0301'1.9 MI SE FROM FISH SPRINGS.
 KO0301'1.9 MI SE ALONG THE HINCKLEY-CALLAO ROAD FROM FISH SPRINGS.  FISH
 KO0301'SPRINGS NATIONAL WILDLIFE REFUGE HEADQUARTERS, 1.8 MI NORTH OF ALONG
 KO0301'PONY EXPRESS ROAD, 675 FT EAST OF ROAD, AT THE WEST EDGE OF OLD ROAD
 KO0301'TRACKS.  PROJECTING 0.7 FT.  SET IN TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0208 ***********************************************************************
 LP0208  DESIGNATION -  K 80
 LP0208  PID         -  LP0208
 LP0208  STATE/COUNTY-  UT/TOOELE
 LP0208  COUNTRY     -  US
 LP0208  USGS QUAD   -  SILSBEE (2017)
 LP0208
 LP0208                         *CURRENT SURVEY CONTROL
 LP0208  ______________________________________________________________________
 LP0208* NAD 83(1986) POSITION- 40 44 09.     (N) 113 54 13.     (W)   SCALED
 LP0208* NAVD 88 ORTHO HEIGHT -  1285.756 (meters)     4218.35  (feet) ADJUSTED
 LP0208  ______________________________________________________________________
 LP0208  GEOID HEIGHT    -        -18.300 (meters)                     GEOID18
 LP0208  DYNAMIC HEIGHT  -       1284.761 (meters)     4215.09  (feet) COMP
 LP0208  MODELED GRAVITY -    979,806.1   (mgal)                       NAVD 88
 LP0208
 LP0208  VERT ORDER      -  SECOND    CLASS 0
 LP0208
 LP0208.The horizontal coordinates were scaled from a map and have
 LP0208.an estimated accuracy of +/- 6 seconds.
 LP0208
 LP0208.The orthometric height was determined by differential leveling and
 LP0208.adjusted by the NATIONAL GEODETIC SURVEY
 LP0208.in June 1991.
 LP0208
 LP0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0208.GEOID18 height accuracy estimate available here.
 LP0208
 LP0208.Click photographs - Photos may exist for this station.
 LP0208
 LP0208.The dynamic height is computed by dividing the NAVD 88
 LP0208.geopotential number by the normal gravity value computed on the
 LP0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0208.degrees latitude (g = 980.6199 gals.).
 LP0208
 LP0208.The modeled gravity was interpolated from observed gravity values.
 LP0208
 LP0208;                    North         East    Units  Estimated Accuracy
 LP0208;SPC UT C     - 2,269,460.      296,990.      MT  (+/- 180 meters Scaled)
 LP0208
 LP0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL548134(NAD 83)
 LP0208
 LP0208                          SUPERSEDED SURVEY CONTROL
 LP0208
 LP0208  NGVD 29 (??/??/92) 1284.786  (m)         4215.17   (f) ADJ UNCH    2 0
 LP0208
 LP0208.Superseded values are not recommended for survey control.
 LP0208
 LP0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0208.See file dsdata.pdf to determine how the superseded data were derived.
 LP0208
 LP0208_MARKER: DB = BENCH MARK DISK
 LP0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0208_STAMPING: K 80 1934
 LP0208_MARK LOGO: CGS
 LP0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0208+STABILITY: SURFACE MOTION
 LP0208
 LP0208  HISTORY     - Date     Condition        Report By
 LP0208  HISTORY     - 1934     MONUMENTED       CGS
 LP0208
 LP0208                          STATION DESCRIPTION
 LP0208
 LP0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0208'7.4 MI E FROM WENDOVER.
 LP0208'7.4 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE UTAH-NEVADA
 LP0208'STATE LINE AT WENDOVER, TOOELE COUNTY, 77 FEET NORTH OF MILEPOST 813,
 LP0208'93 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 40 AND 50, 27 FEET
 LP0208'NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE
 LP0208'RAIL.  A STANDARD DISK, STAMPED K 80 1934 SET IN THE TOP OF A CONCRETE
 LP0208'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0460 ***********************************************************************
 MS0460  DESIGNATION -  K 81
 MS0460  PID         -  MS0460
 MS0460  STATE/COUNTY-  UT/BOX ELDER
 MS0460  COUNTRY     -  US
 MS0460  USGS QUAD   -  YOST (2017)
 MS0460
 MS0460                         *CURRENT SURVEY CONTROL
 MS0460  ______________________________________________________________________
 MS0460* NAD 83(1986) POSITION- 41 58 02.     (N) 113 32 45.     (W)   SCALED
 MS0460* NAVD 88 ORTHO HEIGHT -  1792.969 (meters)     5882.43  (feet) ADJUSTED
 MS0460  ______________________________________________________________________
 MS0460  GEOID HEIGHT    -        -14.731 (meters)                     GEOID18
 MS0460  DYNAMIC HEIGHT  -       1791.621 (meters)     5878.01  (feet) COMP
 MS0460  MODELED GRAVITY -    979,806.6   (mgal)                       NAVD 88
 MS0460
 MS0460  VERT ORDER      -  SECOND    CLASS 0
 MS0460
 MS0460.The horizontal coordinates were scaled from a map and have
 MS0460.an estimated accuracy of +/- 6 seconds.
 MS0460
 MS0460.The orthometric height was determined by differential leveling and
 MS0460.adjusted by the NATIONAL GEODETIC SURVEY
 MS0460.in June 1991.
 MS0460
 MS0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0460.GEOID18 height accuracy estimate available here.
 MS0460
 MS0460.Click photographs - Photos may exist for this station.
 MS0460
 MS0460.The dynamic height is computed by dividing the NAVD 88
 MS0460.geopotential number by the normal gravity value computed on the
 MS0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0460.degrees latitude (g = 980.6199 gals.).
 MS0460
 MS0460.The modeled gravity was interpolated from observed gravity values.
 MS0460
 MS0460;                    North         East    Units  Estimated Accuracy
 MS0460;SPC UT N     - 1,183,450.      330,420.      MT  (+/- 180 meters Scaled)
 MS0460
 MS0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM890492(NAD 83)
 MS0460
 MS0460                          SUPERSEDED SURVEY CONTROL
 MS0460
 MS0460  NGVD 29 (??/??/92) 1791.791  (m)         5878.57   (f) ADJ UNCH    2 0
 MS0460
 MS0460.Superseded values are not recommended for survey control.
 MS0460
 MS0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0460.See file dsdata.pdf to determine how the superseded data were derived.
 MS0460
 MS0460_MARKER: DB = BENCH MARK DISK
 MS0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0460_STAMPING: K 81 1934
 MS0460_MARK LOGO: CGS
 MS0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0460+STABILITY: SURFACE MOTION
 MS0460
 MS0460  HISTORY     - Date     Condition        Report By
 MS0460  HISTORY     - 1934     MONUMENTED       CGS
 MS0460  HISTORY     - 1959     MARK NOT FOUND   USGS
 MS0460
 MS0460                          STATION DESCRIPTION
 MS0460
 MS0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0460'10.3 MI W FROM STANDROD, ID.
 MS0460'IN BOX ELDER COUNTY, UTAH, 10.3 MILES WEST ALONG THE ROAD LEADING TO
 MS0460'OAKLEY FROM THE JUNCTION AT STANDROD, CASSIA COUNTY, IDAHO, 1/2 MILE
 MS0460'EAST OF A FARMHOUSE, 0.3 MILE WEST OF THE JUNCTION OF A T-ROAD, AND 35
 MS0460'FEET SOUTH OF THE CENTER LINE OF THE MAIN ROAD. A STANDARD DISK,
 MS0460'STAMPED K 81 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MS0460
 MS0460                          STATION RECOVERY (1959)
 MS0460
 MS0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MS0460'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0150 ***********************************************************************
 LP0150  DESIGNATION -  K 81
 LP0150  PID         -  LP0150
 LP0150  STATE/COUNTY-  UT/TOOELE
 LP0150  COUNTRY     -  US
 LP0150  USGS QUAD   -  DUGWAY PROVING GROUND SW (2017)
 LP0150
 LP0150                         *CURRENT SURVEY CONTROL
 LP0150  ______________________________________________________________________
 LP0150* NAD 83(1986) POSITION- 40 00 14.     (N) 113 14 11.     (W)   SCALED
 LP0150* NAVD 88 ORTHO HEIGHT -  1323.247 (meters)     4341.35  (feet) ADJUSTED
 LP0150  ______________________________________________________________________
 LP0150  GEOID HEIGHT    -        -19.035 (meters)                     GEOID18
 LP0150  DYNAMIC HEIGHT  -       1322.155 (meters)     4337.77  (feet) COMP
 LP0150  MODELED GRAVITY -    979,754.6   (mgal)                       NAVD 88
 LP0150
 LP0150  VERT ORDER      -  SECOND    CLASS 0
 LP0150
 LP0150.The horizontal coordinates were scaled from a map and have
 LP0150.an estimated accuracy of +/- 6 seconds.
 LP0150
 LP0150.The orthometric height was determined by differential leveling and
 LP0150.adjusted by the NATIONAL GEODETIC SURVEY
 LP0150.in June 1991.
 LP0150
 LP0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0150.GEOID18 height accuracy estimate available here.
 LP0150
 LP0150.Click photographs - Photos may exist for this station.
 LP0150
 LP0150.The dynamic height is computed by dividing the NAVD 88
 LP0150.geopotential number by the normal gravity value computed on the
 LP0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0150.degrees latitude (g = 980.6199 gals.).
 LP0150
 LP0150.The modeled gravity was interpolated from observed gravity values.
 LP0150
 LP0150;                    North         East    Units  Estimated Accuracy
 LP0150;SPC UT C     - 2,186,900.      351,760.      MT  (+/- 180 meters Scaled)
 LP0150
 LP0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK091305(NAD 83)
 LP0150
 LP0150                          SUPERSEDED SURVEY CONTROL
 LP0150
 LP0150  NGVD 29 (??/??/92) 1322.238  (m)         4338.04   (f) ADJ UNCH    2 0
 LP0150
 LP0150.Superseded values are not recommended for survey control.
 LP0150
 LP0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0150.See file dsdata.pdf to determine how the superseded data were derived.
 LP0150
 LP0150_MARKER: DB = BENCH MARK DISK
 LP0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0150_STAMPING: K 81 1934
 LP0150_MARK LOGO: CGS
 LP0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0150+STABILITY: SURFACE MOTION
 LP0150
 LP0150  HISTORY     - Date     Condition        Report By
 LP0150  HISTORY     - 1934     MONUMENTED       CGS
 LP0150
 LP0150                          STATION DESCRIPTION
 LP0150
 LP0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0150'19.1 MI NE FROM FISH SPRINGS.
 LP0150'IN TOOELE COUNTY, ABOUT 19.1 MILES NORTHEAST ALONG THE ROAD LEADING TO
 LP0150'ORRS RANCH FROM THE JUNCTION WITH THE HINCKLEY-GALLAO ROAD EAST OF
 LP0150'FISH SPRINGS, JUAB COUNTY, ABOUT 0.6 MILE NORTHEAST OF THE
 LP0150'NORTHWESTERNMOST POINT OF DUGWAY MOUNTAINS, ABOUT 160 FEET NORTHWEST
 LP0150'OF A LARGE DRY EAST-AND-WEST WASH, AND 48 FEET SOUTHEAST OF THE CENTER
 LP0150'LINE OF THE ROAD.  A STANDARD DISK, STAMPED K 81 1934 AND SET IN THE
 LP0150'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0131 ***********************************************************************
 LQ0131  DESIGNATION -  K 83
 LQ0131  PID         -  LQ0131
 LQ0131  STATE/COUNTY-  UT/TOOELE
 LQ0131  COUNTRY     -  US
 LQ0131  USGS QUAD   -  LEPPY PEAK (2018)
 LQ0131
 LQ0131                         *CURRENT SURVEY CONTROL
 LQ0131  ______________________________________________________________________
 LQ0131* NAD 83(1986) POSITION- 40 52 17.     (N) 114 00 21.     (W)   SCALED
 LQ0131* NAVD 88 ORTHO HEIGHT -  1303.457 (meters)     4276.43  (feet) ADJUSTED
 LQ0131  ______________________________________________________________________
 LQ0131  GEOID HEIGHT    -        -17.897 (meters)                     GEOID18
 LQ0131  DYNAMIC HEIGHT  -       1302.463 (meters)     4273.16  (feet) COMP
 LQ0131  MODELED GRAVITY -    979,816.7   (mgal)                       NAVD 88
 LQ0131
 LQ0131  VERT ORDER      -  SECOND    CLASS 0
 LQ0131
 LQ0131.The horizontal coordinates were scaled from a map and have
 LQ0131.an estimated accuracy of +/- 6 seconds.
 LQ0131
 LQ0131.The orthometric height was determined by differential leveling and
 LQ0131.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0131.in June 1991.
 LQ0131
 LQ0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0131.GEOID18 height accuracy estimate available here.
 LQ0131
 LQ0131.Click photographs - Photos may exist for this station.
 LQ0131
 LQ0131.The dynamic height is computed by dividing the NAVD 88
 LQ0131.geopotential number by the normal gravity value computed on the
 LQ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0131.degrees latitude (g = 980.6199 gals.).
 LQ0131
 LQ0131.The modeled gravity was interpolated from observed gravity values.
 LQ0131
 LQ0131;                    North         East    Units  Estimated Accuracy
 LQ0131;SPC UT C     - 2,284,750.      288,780.      MT  (+/- 180 meters Scaled)
 LQ0131
 LQ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF523287(NAD 83)
 LQ0131
 LQ0131                          SUPERSEDED SURVEY CONTROL
 LQ0131
 LQ0131  NGVD 29 (??/??/92) 1302.477  (m)         4273.21   (f) ADJ UNCH    2 0
 LQ0131
 LQ0131.Superseded values are not recommended for survey control.
 LQ0131
 LQ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0131.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0131
 LQ0131_MARKER: DB = BENCH MARK DISK
 LQ0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0131_STAMPING: K 83 1958
 LQ0131_MARK LOGO: CGS
 LQ0131_PROJECTION: PROJECTING 15 CENTIMETERS
 LQ0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0131+STABILITY: SURFACE MOTION
 LQ0131
 LQ0131  HISTORY     - Date     Condition        Report By
 LQ0131  HISTORY     - 1958     MONUMENTED       CGS
 LQ0131
 LQ0131                          STATION DESCRIPTION
 LQ0131
 LQ0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0131'11.4 MI N FROM WENDOVER.
 LQ0131'0.9 MILE EAST ALONG U.S. HIGHWAY 40 AND 50 ALTERNATE FROM THE
 LQ0131'NEVADA-UTAH STATE LINE AT WENDOVER, THENCE 5.1 MILES NORTH ALONG A
 LQ0131'GRAVEL ROAD, THENCE 5.4 MILES NORTH ALONG A DIRT ROAD, 0.15 MILE NORTH
 LQ0131'OF A CURVE, 41 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.6 FEET WEST
 LQ0131'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 LQ0131'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0392 ***********************************************************************
 MS0392  DESIGNATION -  K 84
 MS0392  PID         -  MS0392
 MS0392  STATE/COUNTY-  UT/BOX ELDER
 MS0392  COUNTRY     -  US
 MS0392  USGS QUAD   -  CRATER ISLAND SW (2017)
 MS0392
 MS0392                         *CURRENT SURVEY CONTROL
 MS0392  ______________________________________________________________________
 MS0392* NAD 83(1986) POSITION- 41 07 23.     (N) 113 57 28.     (W)   SCALED
 MS0392* NAVD 88 ORTHO HEIGHT -  1304.762 (meters)     4280.71  (feet) ADJUSTED
 MS0392  ______________________________________________________________________
 MS0392  GEOID HEIGHT    -        -17.322 (meters)                     GEOID18
 MS0392  DYNAMIC HEIGHT  -       1303.783 (meters)     4277.49  (feet) COMP
 MS0392  MODELED GRAVITY -    979,828.8   (mgal)                       NAVD 88
 MS0392
 MS0392  VERT ORDER      -  SECOND    CLASS 0
 MS0392
 MS0392.The horizontal coordinates were scaled from a map and have
 MS0392.an estimated accuracy of +/- 6 seconds.
 MS0392
 MS0392.The orthometric height was determined by differential leveling and
 MS0392.adjusted by the NATIONAL GEODETIC SURVEY
 MS0392.in June 1991.
 MS0392
 MS0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0392.GEOID18 height accuracy estimate available here.
 MS0392
 MS0392.Click photographs - Photos may exist for this station.
 MS0392
 MS0392.The dynamic height is computed by dividing the NAVD 88
 MS0392.geopotential number by the normal gravity value computed on the
 MS0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0392.degrees latitude (g = 980.6199 gals.).
 MS0392
 MS0392.The modeled gravity was interpolated from observed gravity values.
 MS0392
 MS0392;                    North         East    Units  Estimated Accuracy
 MS0392;SPC UT N     - 1,090,620.      293,640.      MT  (+/- 180 meters Scaled)
 MS0392
 MS0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL516566(NAD 83)
 MS0392
 MS0392                          SUPERSEDED SURVEY CONTROL
 MS0392
 MS0392  NGVD 29 (??/??/92) 1303.749  (m)         4277.38   (f) ADJ UNCH    2 0
 MS0392
 MS0392.Superseded values are not recommended for survey control.
 MS0392
 MS0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0392.See file dsdata.pdf to determine how the superseded data were derived.
 MS0392
 MS0392_MARKER: DB = BENCH MARK DISK
 MS0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0392_STAMPING: K 84 1958
 MS0392_MARK LOGO: CGS
 MS0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0392+STABILITY: SURFACE MOTION
 MS0392
 MS0392  HISTORY     - Date     Condition        Report By
 MS0392  HISTORY     - 1958     MONUMENTED       CGS
 MS0392
 MS0392                          STATION DESCRIPTION
 MS0392
 MS0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MS0392'17.0 MI S FROM LUCIN.
 MS0392'17.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT LUCIN, AT
 MS0392'THE SUMMIT OF A SMALL RISE, 26 1/2 FEET SOUTHEAST OF THE CENTER LINE
 MS0392'OF THE ROAD, 1.9 FEET NORTHWEST OF A WITNESS POST, ABOUT 1/2 FOOT
 MS0392'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MS0392'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0223 ***********************************************************************
 LO0223  DESIGNATION -  K 85
 LO0223  PID         -  LO0223
 LO0223  STATE/COUNTY-  UT/WASATCH
 LO0223  COUNTRY     -  US
 LO0223  USGS QUAD   -  HEBER CITY (2017)
 LO0223
 LO0223                         *CURRENT SURVEY CONTROL
 LO0223  ______________________________________________________________________
 LO0223* NAD 83(1986) POSITION- 40 30 27.37   (N) 111 25 22.87   (W)   HD_HELD1
 LO0223* NAVD 88 ORTHO HEIGHT -  1696.802 (meters)     5566.92  (feet) ADJUSTED
 LO0223  ______________________________________________________________________
 LO0223  GEOID HEIGHT    -        -15.737 (meters)                     GEOID18
 LO0223  DYNAMIC HEIGHT  -       1695.262 (meters)     5561.87  (feet) COMP
 LO0223  MODELED GRAVITY -    979,657.6   (mgal)                       NAVD 88
 LO0223
 LO0223  VERT ORDER      -  SECOND    CLASS 0
 LO0223
 LO0223.The horizontal coordinates were determined by differentially corrected
 LO0223.hand held GPS observations or other comparable positioning techniques
 LO0223.and have an estimated accuracy of +/- 3 meters.
 LO0223
 LO0223.The orthometric height was determined by differential leveling and
 LO0223.adjusted by the NATIONAL GEODETIC SURVEY
 LO0223.in June 1991.
 LO0223
 LO0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0223.GEOID18 height accuracy estimate available here.
 LO0223
 LO0223.Click photographs - Photos may exist for this station.
 LO0223
 LO0223.The dynamic height is computed by dividing the NAVD 88
 LO0223.geopotential number by the normal gravity value computed on the
 LO0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0223.degrees latitude (g = 980.6199 gals.).
 LO0223
 LO0223.The modeled gravity was interpolated from observed gravity values.
 LO0223
 LO0223;                    North         East    Units  Estimated Accuracy
 LO0223;SPC UT C     - 2,241,394.1     506,524.5     MT  (+/- 3 meters HH1 GPS) 
 LO0223
 LO0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK6415984184(NAD 83)
 LO0223
 LO0223                          SUPERSEDED SURVEY CONTROL
 LO0223
 LO0223  NGVD 29 (??/??/92) 1695.635  (m)         5563.10   (f) ADJ UNCH    2 0
 LO0223
 LO0223.Superseded values are not recommended for survey control.
 LO0223
 LO0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0223.See file dsdata.pdf to determine how the superseded data were derived.
 LO0223
 LO0223_MARKER: DB = BENCH MARK DISK
 LO0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0223_STAMPING: K 85 1934
 LO0223_MARK LOGO: CGS
 LO0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0223+STABILITY: SURFACE MOTION
 LO0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0223+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2023
 LO0223
 LO0223  HISTORY     - Date     Condition        Report By
 LO0223  HISTORY     - 1934     MONUMENTED       CGS
 LO0223  HISTORY     - 1943     GOOD             CGS
 LO0223  HISTORY     - 20101211 GOOD             GEOCAC
 LO0223  HISTORY     - 20230319 GOOD             INDIV
 LO0223
 LO0223                          STATION DESCRIPTION
 LO0223
 LO0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LO0223'IN HEBER.
 LO0223'AT HEBER, WASATCH COUNTY, 75 FEET EAST OF THE DENVER AND RIO GRANDE
 LO0223'WESTERN RAILROAD STATION, AT THE SOUTHEAST CORNER OF THE INTERSECTION
 LO0223'OF SIXTH WEST STREET AND CENTER STREET, AND 20 FEET SOUTH OF THE
 LO0223'STREET MARKER.  A STANDARD DISK, STAMPED K 85 1934 AND SET IN THE TOP
 LO0223'OF A CONCRETE POST.
 LO0223
 LO0223                          STATION RECOVERY (2010)
 LO0223
 LO0223'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 LO0223'MARK IS 0.30 FT BELOW AND 1.5 FOOT EAST OF A SIDEWALK AND ONE FOOT
 LO0223'WEST OF A METAL WP.
 LO0223
 LO0223                          STATION RECOVERY (2023)
 LO0223
 LO0223'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (JB)
 LO0223'IN HEBER, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF SIXTH WEST
 LO0223'AND CENTER STREET, DISK SET IN A CONCRETE POST.  A NEW FENCE HAS BEEN
 LO0223'CONSTRUCTED.  1 FT (0.3 M) EAST OF THE NEW FENCE.  0.30 FT (9 CM)
 LO0223'BELOW THE SIDEWALK, 1.5 FT (0.5 M) EAST OF THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0086 ***********************************************************************
 LP0086  DESIGNATION -  K 86
 LP0086  PID         -  LP0086
 LP0086  STATE/COUNTY-  UT/TOOELE
 LP0086  COUNTRY     -  US
 LP0086  USGS QUAD   -  DESERET PEAK WEST (2017)
 LP0086
 LP0086                         *CURRENT SURVEY CONTROL
 LP0086  ______________________________________________________________________
 LP0086* NAD 83(1986) POSITION- 40 23 25.     (N) 112 44 39.     (W)   SCALED
 LP0086* NAVD 88 ORTHO HEIGHT -  1404.375 (meters)     4607.52  (feet) ADJUSTED
 LP0086  ______________________________________________________________________
 LP0086  GEOID HEIGHT    -        -17.786 (meters)                     GEOID18
 LP0086  DYNAMIC HEIGHT  -       1403.218 (meters)     4603.72  (feet) COMP
 LP0086  MODELED GRAVITY -    979,752.9   (mgal)                       NAVD 88
 LP0086
 LP0086  VERT ORDER      -  SECOND    CLASS 0
 LP0086
 LP0086.The horizontal coordinates were scaled from a map and have
 LP0086.an estimated accuracy of +/- 6 seconds.
 LP0086
 LP0086.The orthometric height was determined by differential leveling and
 LP0086.adjusted by the NATIONAL GEODETIC SURVEY
 LP0086.in June 1991.
 LP0086
 LP0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0086.GEOID18 height accuracy estimate available here.
 LP0086
 LP0086.Click photographs - Photos may exist for this station.
 LP0086
 LP0086.The dynamic height is computed by dividing the NAVD 88
 LP0086.geopotential number by the normal gravity value computed on the
 LP0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0086.degrees latitude (g = 980.6199 gals.).
 LP0086
 LP0086.The modeled gravity was interpolated from observed gravity values.
 LP0086
 LP0086;                    North         East    Units  Estimated Accuracy
 LP0086;SPC UT C     - 2,229,100.      394,370.      MT  (+/- 180 meters Scaled)
 LP0086
 LP0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK519725(NAD 83)
 LP0086
 LP0086                          SUPERSEDED SURVEY CONTROL
 LP0086
 LP0086  NGVD 29 (??/??/92) 1403.304  (m)         4604.01   (f) ADJ UNCH    2 0
 LP0086
 LP0086.Superseded values are not recommended for survey control.
 LP0086
 LP0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0086.See file dsdata.pdf to determine how the superseded data were derived.
 LP0086
 LP0086_MARKER: DB = BENCH MARK DISK
 LP0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0086_STAMPING: K 86 1934
 LP0086_MARK LOGO: CGS
 LP0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0086+STABILITY: SURFACE MOTION
 LP0086
 LP0086  HISTORY     - Date     Condition        Report By
 LP0086  HISTORY     - 1934     MONUMENTED       CGS
 LP0086  HISTORY     - 1981     GOOD             USGS
 LP0086
 LP0086                          STATION DESCRIPTION
 LP0086
 LP0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0086'6.3 MI N FROM ORRS RANCH.
 LP0086'ABOUT 6.3 MILES NORTH ALONG THE ROAD TO TIMPIE FROM THE ROAD
 LP0086'INTERSECTION NORTHWEST OF ORRS RANCH, TOOELE COUNTY, 35 FEET NORTHEAST
 LP0086'OF A LINCOLN HIGHWAY SIGN, 15 FEET EAST OF THE CENTER LINE OF THE
 LP0086'ROAD, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED K 86 1934 AND
 LP0086'SET IN THE TOP OF A CONCRETE POST.
 LP0086
 LP0086                          STATION RECOVERY (1981)
 LP0086
 LP0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LP0086'X-RDS. 0.5 MI. N. OF ORR RANCH, THENCE W. 0.4 MI. TO COUNTY ROAD 108,
 LP0086'THENCE N. 6.0 810 FT. E. OF CTR. ROAD AT FENCE CORNER. SET IN TOP OF
 LP0086'CONCRETE POST, PROJECTING ABOUT 1.0 FT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0110 ***********************************************************************
 LP0110  DESIGNATION -  K 87
 LP0110  PID         -  LP0110
 LP0110  STATE/COUNTY-  UT/TOOELE
 LP0110  COUNTRY     -  US
 LP0110  USGS QUAD   -  TIMPIE (2017)
 LP0110
 LP0110                         *CURRENT SURVEY CONTROL
 LP0110  ______________________________________________________________________
 LP0110* NAD 83(1986) POSITION- 40 43 03.2    (N) 112 39 20.8    (W)   HD_HELD2
 LP0110* NAVD 88 ORTHO HEIGHT -  1290.912 (meters)     4235.27  (feet) ADJUSTED
 LP0110  ______________________________________________________________________
 LP0110  GEOID HEIGHT    -        -17.490 (meters)                     GEOID18
 LP0110  DYNAMIC HEIGHT  -       1289.936 (meters)     4232.06  (feet) COMP
 LP0110  MODELED GRAVITY -    979,823.8   (mgal)                       NAVD 88
 LP0110
 LP0110  VERT ORDER      -  SECOND    CLASS 0
 LP0110
 LP0110.The horizontal coordinates were established by autonomous hand held GPS
 LP0110.observations and have an estimated accuracy of +/- 10 meters.
 LP0110
 LP0110.The orthometric height was determined by differential leveling and
 LP0110.adjusted by the NATIONAL GEODETIC SURVEY
 LP0110.in June 1991.
 LP0110
 LP0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0110.GEOID18 height accuracy estimate available here.
 LP0110
 LP0110.Click photographs - Photos may exist for this station.
 LP0110
 LP0110.The dynamic height is computed by dividing the NAVD 88
 LP0110.geopotential number by the normal gravity value computed on the
 LP0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0110.degrees latitude (g = 980.6199 gals.).
 LP0110
 LP0110.The modeled gravity was interpolated from observed gravity values.
 LP0110
 LP0110;                    North         East    Units  Estimated Accuracy
 LP0110;SPC UT C     - 2,265,337.      402,346.      MT  (+/- 10 meters HH2 GPS)
 LP0110
 LP0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL6015008722(NAD 83)
 LP0110
 LP0110                          SUPERSEDED SURVEY CONTROL
 LP0110
 LP0110  NGVD 29 (??/??/92) 1289.911  (m)         4231.98   (f) ADJ UNCH    2 0
 LP0110
 LP0110.Superseded values are not recommended for survey control.
 LP0110
 LP0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0110.See file dsdata.pdf to determine how the superseded data were derived.
 LP0110
 LP0110_MARKER: DB = BENCH MARK DISK
 LP0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0110_STAMPING: K 87 1934
 LP0110_MARK LOGO: CGS
 LP0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0110+STABILITY: SURFACE MOTION
 LP0110
 LP0110  HISTORY     - Date     Condition        Report By
 LP0110  HISTORY     - 1934     MONUMENTED       CGS
 LP0110  HISTORY     - 1966     GOOD             USGS
 LP0110  HISTORY     - 1981     GOOD             USGS
 LP0110
 LP0110                          STATION DESCRIPTION
 LP0110
 LP0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0110'2.3 MI S FROM TIMPIE.
 LP0110'ABOUT 2.3 MILES SOUTH ALONG THE ROAD TO ORRS RANCH FROM THE JUNCTION
 LP0110'WITH U.S. HIGHWAY 40 AT TIMPIE, TOOELE COUNTY, ABOUT 6 POLES SOUTH OF
 LP0110'THE CROSSING OF A ROW OF POLES, AND 35 FEET WEST OF THE CENTER LINE OF
 LP0110'THE ROAD.  A STANDARD DISK, STAMPED K 87 1934 AND SET IN THE TOP OF A
 LP0110'CONCRETE POST.
 LP0110
 LP0110                          STATION RECOVERY (1966)
 LP0110
 LP0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LP0110'RECOVERED IN GOOD CONDITION.
 LP0110
 LP0110                          STATION RECOVERY (1981)
 LP0110
 LP0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LP0110'FROM TIMPLE (I-80 AT FAS 108) 1.8 MILES SOUTH ON SKULL VALLEY ROAD TO
 LP0110'DIRT ROAD ON LEFT. TURN LEFT AND PROCEED SOUTHEAST FOR 0.3 MILE TO
 LP0110'NORTH-SOUTH ROAD. BENCHMARK IS 75 FEET NORTHEAST OF ROAD
 LP0110'INTERSECTION, 25 FEET NORTHWEST OF ROAD. IN SW NE SECTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0304 ***********************************************************************
 MS0304  DESIGNATION -  K 89
 MS0304  PID         -  MS0304
 MS0304  STATE/COUNTY-  UT/BOX ELDER
 MS0304  COUNTRY     -  US
 MS0304  USGS QUAD   -  CURLEW JUNCTION (2017)
 MS0304
 MS0304                         *CURRENT SURVEY CONTROL
 MS0304  ______________________________________________________________________
 MS0304* NAD 83(1986) POSITION- 41 57 57.     (N) 113 02 09.     (W)   SCALED
 MS0304* NAVD 88 ORTHO HEIGHT -  1446.471 (meters)     4745.63  (feet) ADJUSTED
 MS0304  ______________________________________________________________________
 MS0304  GEOID HEIGHT    -        -14.834 (meters)                     GEOID18
 MS0304  DYNAMIC HEIGHT  -       1445.512 (meters)     4742.48  (feet) COMP
 MS0304  MODELED GRAVITY -    979,908.6   (mgal)                       NAVD 88
 MS0304
 MS0304  VERT ORDER      -  SECOND    CLASS 0
 MS0304
 MS0304.The horizontal coordinates were scaled from a map and have
 MS0304.an estimated accuracy of +/- 6 seconds.
 MS0304
 MS0304.The orthometric height was determined by differential leveling and
 MS0304.adjusted by the NATIONAL GEODETIC SURVEY
 MS0304.in June 1991.
 MS0304
 MS0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0304.GEOID18 height accuracy estimate available here.
 MS0304
 MS0304.Click photographs - Photos may exist for this station.
 MS0304
 MS0304.The dynamic height is computed by dividing the NAVD 88
 MS0304.geopotential number by the normal gravity value computed on the
 MS0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0304.degrees latitude (g = 980.6199 gals.).
 MS0304
 MS0304.The modeled gravity was interpolated from observed gravity values.
 MS0304
 MS0304;                    North         East    Units  Estimated Accuracy
 MS0304;SPC UT N     - 1,182,420.      372,690.      MT  (+/- 180 meters Scaled)
 MS0304
 MS0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM313479(NAD 83)
 MS0304
 MS0304                          SUPERSEDED SURVEY CONTROL
 MS0304
 MS0304  NGVD 29 (??/??/92) 1445.419  (m)         4742.18   (f) ADJ UNCH    2 0
 MS0304
 MS0304.Superseded values are not recommended for survey control.
 MS0304
 MS0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0304.See file dsdata.pdf to determine how the superseded data were derived.
 MS0304
 MS0304_MARKER: DB = BENCH MARK DISK
 MS0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0304_STAMPING: K 89 1934
 MS0304_MARK LOGO: CGS
 MS0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0304+STABILITY: SURFACE MOTION
 MS0304
 MS0304  HISTORY     - Date     Condition        Report By
 MS0304  HISTORY     - 1934     MONUMENTED       CGS
 MS0304  HISTORY     - 19851119 MARK NOT FOUND   USGS
 MS0304
 MS0304                          STATION DESCRIPTION
 MS0304
 MS0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0304'9.9 MI E FROM STREVELL, ID.
 MS0304'IN BOX ELDER COUNTY, UTAH, 9.9 MILES EAST ALONG U.S. HIGHWAY 30 S FROM
 MS0304'THE AIRWAY STATION AT STREVELL, COUNTY, IDAHO, AND 54 FEET NORTH OF
 MS0304'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 89 1934
 MS0304'AND SET IN THE TOP OF A CONCRETE POST.
 MS0304
 MS0304                          STATION RECOVERY (1985)
 MS0304
 MS0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (GH)
 MS0304'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0045 ***********************************************************************
 MS0045  DESIGNATION -  K 9
 MS0045  PID         -  MS0045
 MS0045  STATE/COUNTY-  UT/BOX ELDER
 MS0045  COUNTRY     -  US
 MS0045  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0045
 MS0045                         *CURRENT SURVEY CONTROL
 MS0045  ______________________________________________________________________
 MS0045* NAD 83(1986) POSITION- 41 30 36.96   (N) 112 00 54.72   (W)   HD_HELD1
 MS0045* NAVD 88 ORTHO HEIGHT -  1353.951 (meters)     4442.09  (feet) ADJUSTED
 MS0045  ______________________________________________________________________
 MS0045  GEOID HEIGHT    -        -16.002 (meters)                     GEOID18
 MS0045  DYNAMIC HEIGHT  -       1352.973 (meters)     4438.88  (feet) COMP
 MS0045  MODELED GRAVITY -    979,854.7   (mgal)                       NAVD 88
 MS0045
 MS0045  VERT ORDER      -  FIRST     CLASS II
 MS0045
 MS0045.The horizontal coordinates were determined by differentially corrected
 MS0045.hand held GPS observations or other comparable positioning techniques
 MS0045.and have an estimated accuracy of +/- 3 meters.
 MS0045
 MS0045.The orthometric height was determined by differential leveling and
 MS0045.adjusted by the NATIONAL GEODETIC SURVEY
 MS0045.in June 1991.
 MS0045
 MS0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0045.GEOID18 height accuracy estimate available here.
 MS0045
 MS0045.Click photographs - Photos may exist for this station.
 MS0045
 MS0045.The dynamic height is computed by dividing the NAVD 88
 MS0045.geopotential number by the normal gravity value computed on the
 MS0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0045.degrees latitude (g = 980.6199 gals.).
 MS0045
 MS0045.The modeled gravity was interpolated from observed gravity values.
 MS0045
 MS0045;                    North         East    Units  Estimated Accuracy
 MS0045;SPC UT N     - 1,130,827.6     456,991.2     MT  (+/- 3 meters HH1 GPS) 
 MS0045
 MS0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1528195901(NAD 83)
 MS0045
 MS0045                          SUPERSEDED SURVEY CONTROL
 MS0045
 MS0045  NGVD 29 (??/??/92) 1352.945  (m)         4438.79   (f) ADJ UNCH    1 2
 MS0045
 MS0045.Superseded values are not recommended for survey control.
 MS0045
 MS0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0045.See file dsdata.pdf to determine how the superseded data were derived.
 MS0045
 MS0045_MARKER: DB = BENCH MARK DISK
 MS0045_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MS0045_SP_SET: STONE WALL
 MS0045_STAMPING: K 9 ELEV. 4438.787 FT
 MS0045_MARK LOGO: CGS
 MS0045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0045+STABILITY: POSITION/ELEVATION WELL
 MS0045
 MS0045  HISTORY     - Date     Condition        Report By
 MS0045  HISTORY     - 1911     MONUMENTED       CGS
 MS0045  HISTORY     - 1967     GOOD             CGS
 MS0045  HISTORY     - 1984     GOOD             NGS
 MS0045
 MS0045                          STATION DESCRIPTION
 MS0045
 MS0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0045'IN BRIGHAM CITY.
 MS0045'AT BRIGHAM CITY, AT THE JUNCTION OF MAIN AND FOREST STREETS, AT THE
 MS0045'WEST ENTRANCE TO THE COUNTY COURTHOUSE, SET VERTICALLY IN THE SOUTH
 MS0045'FACE OF THE SOUTH STONE WALL OF THE HIGH STEPS OF THE WEST ENTRANCE TO
 MS0045'THE COURTHOUSE, 0.8 FOOT WEST OF THE WEST WALL OF THE BUILDING, 20
 MS0045'FEET SOUTH OF THE CENTER OF THE WEST DOOR, 41 FEET SOUTH OF THE
 MS0045'EXTENDED CENTER LINE OF FOREST STREET, AND ABOUT 4.7 FEET ABOVE THE
 MS0045'SIDEWALK.
 MS0045
 MS0045                          STATION RECOVERY (1984)
 MS0045
 MS0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0045'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN BRIGHAM
 MS0045'CITY, AT THE T JUNCTION OF MAIN STREET AND FOREST STREET, SET
 MS0045'VERTICALLY IN THE SOUTH FACE OF THE SOUTH STONE WALL OF THE HIGH STEPS
 MS0045'OF THE WEST (MAIN) ENTRANCE TO THE COUNTY COURTHOUSE, 38.7 METERS
 MS0045'(127 FT) EAST OF THE EAST CURB OF MAIN STREET, 9.1 METERS (30 FT)
 MS0045'NORTH OF THE SOUTHWEST CORNER OF THE BUILDING AND 6.0 METERS (19.5 FT)
 MS0045'SOUTH OF THE CENTER OF THE STEPS.
 MS0045'THE MARK IS 1.4 M ABOVE THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0555 ***********************************************************************
 LO0555  DESIGNATION -  K 90
 LO0555  PID         -  LO0555
 LO0555  STATE/COUNTY-  UT/SALT LAKE
 LO0555  COUNTRY     -  US
 LO0555  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0555
 LO0555                         *CURRENT SURVEY CONTROL
 LO0555  ______________________________________________________________________
 LO0555* NAD 83(1986) POSITION- 40 46 55.     (N) 111 54 22.     (W)   SCALED
 LO0555* NAVD 88 ORTHO HEIGHT -  1287.240 (meters)     4223.22  (feet) ADJUSTED
 LO0555  ______________________________________________________________________
 LO0555  GEOID HEIGHT    -        -16.832 (meters)                     GEOID18
 LO0555  DYNAMIC HEIGHT  -       1286.234 (meters)     4219.92  (feet) COMP
 LO0555  MODELED GRAVITY -    979,799.0   (mgal)                       NAVD 88
 LO0555
 LO0555  VERT ORDER      -  FIRST     CLASS II
 LO0555
 LO0555.The horizontal coordinates were scaled from a map and have
 LO0555.an estimated accuracy of +/- 6 seconds.
 LO0555
 LO0555.The orthometric height was determined by differential leveling and
 LO0555.adjusted by the NATIONAL GEODETIC SURVEY
 LO0555.in June 1991.
 LO0555
 LO0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0555.GEOID18 height accuracy estimate available here.
 LO0555
 LO0555.Click photographs - Photos may exist for this station.
 LO0555
 LO0555.The dynamic height is computed by dividing the NAVD 88
 LO0555.geopotential number by the normal gravity value computed on the
 LO0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0555.degrees latitude (g = 980.6199 gals.).
 LO0555
 LO0555.The modeled gravity was interpolated from observed gravity values.
 LO0555
 LO0555;                    North         East    Units  Estimated Accuracy
 LO0555;SPC UT C     - 2,271,930.      465,720.      MT  (+/- 180 meters Scaled)
 LO0555
 LO0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL235149(NAD 83)
 LO0555
 LO0555                          SUPERSEDED SURVEY CONTROL
 LO0555
 LO0555  NGVD 29 (??/??/92) 1286.308  (m)         4220.16   (f) ADJ UNCH    1 2
 LO0555
 LO0555.Superseded values are not recommended for survey control.
 LO0555
 LO0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0555.See file dsdata.pdf to determine how the superseded data were derived.
 LO0555
 LO0555_MARKER: DB = BENCH MARK DISK
 LO0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0555_STAMPING: K 90 1953
 LO0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0555+STABILITY: SURFACE MOTION
 LO0555
 LO0555  HISTORY     - Date     Condition        Report By
 LO0555  HISTORY     - 1953     MONUMENTED       CGS
 LO0555  HISTORY     - 1970     MARK NOT FOUND   NGS
 LO0555
 LO0555                          STATION DESCRIPTION
 LO0555
 LO0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LO0555'0.9 MI N FROM SALT LAKE CITY.
 LO0555'0.9 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LO0555'SALT LAKE CITY, 181.8 FEET WEST OF THE WEST RAIL OF THE UNION PACIFIC
 LO0555'RAILROAD, 85.4 FEET SOUTH OF THE CENTER OF THE WEST END OF A 36-INCH
 LO0555'CORRUGATED METAL PIPE CULVERT UNDER THE DENVER AND RIO GRANDE WESTERN
 LO0555'RAILROAD, 29 1/2 FEET SOUTH OF THE PROLONGATION OF THE CENTER LINE OF
 LO0555'FIFTH NORTH STREET, 26.2 FEET WEST OF WEST RAIL OF THE DENVER AND RIO
 LO0555'GRANDE WESTERN RAILROAD, 3 FEET SOUTH OF A POWER LINE POLE, 1.3 FEET
 LO0555'NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN
 LO0555'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LO0555'NOTE-- APPEARS LIKELY TO HAVE BEEN DESTROYED BY CONSTRUCTION OF NEW
 LO0555'OVERPASS OVER THE TRACKS AT THIS POINT.
 LO0555
 LO0555                          STATION RECOVERY (1970)
 LO0555
 LO0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LO0555'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0526 ***********************************************************************
 LO0526  DESIGNATION -  K 91
 LO0526  PID         -  LO0526
 LO0526  STATE/COUNTY-  UT/DAVIS
 LO0526  COUNTRY     -  US
 LO0526  USGS QUAD   -  FARMINGTON (2017)
 LO0526
 LO0526                         *CURRENT SURVEY CONTROL
 LO0526  ______________________________________________________________________
 LO0526* NAD 83(1986) POSITION- 40 57 52.     (N) 111 53 33.     (W)   SCALED
 LO0526* NAVD 88 ORTHO HEIGHT -  1292.966 (meters)     4242.01  (feet) ADJUSTED
 LO0526  ______________________________________________________________________
 LO0526  GEOID HEIGHT    -        -16.593 (meters)                     GEOID18
 LO0526  DYNAMIC HEIGHT  -       1291.979 (meters)     4238.77  (feet) COMP
 LO0526  MODELED GRAVITY -    979,816.6   (mgal)                       NAVD 88
 LO0526
 LO0526  VERT ORDER      -  FIRST     CLASS I
 LO0526
 LO0526.The horizontal coordinates were scaled from a map and have
 LO0526.an estimated accuracy of +/- 6 seconds.
 LO0526
 LO0526.The orthometric height was determined by differential leveling and
 LO0526.adjusted by the NATIONAL GEODETIC SURVEY
 LO0526.in June 1991.
 LO0526
 LO0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0526.GEOID18 height accuracy estimate available here.
 LO0526
 LO0526.Click photographs - Photos may exist for this station.
 LO0526
 LO0526.The dynamic height is computed by dividing the NAVD 88
 LO0526.geopotential number by the normal gravity value computed on the
 LO0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0526.degrees latitude (g = 980.6199 gals.).
 LO0526
 LO0526.The modeled gravity was interpolated from observed gravity values.
 LO0526
 LO0526;                    North         East    Units  Estimated Accuracy
 LO0526;SPC UT N     - 1,070,160.      466,960.      MT  (+/- 180 meters Scaled)
 LO0526
 LO0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL248351(NAD 83)
 LO0526
 LO0526                          SUPERSEDED SURVEY CONTROL
 LO0526
 LO0526  NGVD 29 (??/??/92) 1292.019  (m)         4238.90   (f) ADJ UNCH    1 1
 LO0526
 LO0526.Superseded values are not recommended for survey control.
 LO0526
 LO0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0526.See file dsdata.pdf to determine how the superseded data were derived.
 LO0526
 LO0526_MARKER: DB = BENCH MARK DISK
 LO0526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0526_SP_SET: CULVERT
 LO0526_STAMPING: K 91 1953
 LO0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0526
 LO0526  HISTORY     - Date     Condition        Report By
 LO0526  HISTORY     - 1953     MONUMENTED       CGS
 LO0526  HISTORY     - 1967     GOOD             CGS
 LO0526
 LO0526                          STATION DESCRIPTION
 LO0526
 LO0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0526'5.65 MI N FROM WOODS CROSS.
 LO0526'5.65 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LO0526'WOODS CROSS, 6.2 MILES SOUTHEAST OF KAYSVILLE, AT THE CROSSING OF
 LO0526'GLOVER LANE, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD
 LO0526'WALL OF CONCRETE BOX CULVERT 22.44, 9.5 FEET WEST OF THE WEST RAIL OF
 LO0526'THE WEST TRACK, 35 FEET SOUTH OF THE CENTER LINE OF THE LANE, AND
 LO0526'ABOUT 3 FEET LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0393 ***********************************************************************
 MR0393  DESIGNATION -  K 92
 MR0393  PID         -  MR0393
 MR0393  STATE/COUNTY-  UT/WEBER
 MR0393  COUNTRY     -  US
 MR0393  USGS QUAD   -  OGDEN (2017)
 MR0393
 MR0393                         *CURRENT SURVEY CONTROL
 MR0393  ______________________________________________________________________
 MR0393* NAD 83(1986) POSITION- 41 14 40.     (N) 111 59 25.     (W)   SCALED
 MR0393* NAVD 88 ORTHO HEIGHT -  1304.315 (meters)     4279.24  (feet) ADJUSTED
 MR0393  ______________________________________________________________________
 MR0393  GEOID HEIGHT    -        -16.704 (meters)                     GEOID18
 MR0393  DYNAMIC HEIGHT  -       1303.327 (meters)     4276.00  (feet) COMP
 MR0393  MODELED GRAVITY -    979,821.6   (mgal)                       NAVD 88
 MR0393
 MR0393  VERT ORDER      -  FIRST     CLASS I
 MR0393
 MR0393.The horizontal coordinates were scaled from a map and have
 MR0393.an estimated accuracy of +/- 6 seconds.
 MR0393
 MR0393.The orthometric height was determined by differential leveling and
 MR0393.adjusted by the NATIONAL GEODETIC SURVEY
 MR0393.in June 1991.
 MR0393
 MR0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0393.GEOID18 height accuracy estimate available here.
 MR0393
 MR0393.Click photographs - Photos may exist for this station.
 MR0393
 MR0393.The dynamic height is computed by dividing the NAVD 88
 MR0393.geopotential number by the normal gravity value computed on the
 MR0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0393.degrees latitude (g = 980.6199 gals.).
 MR0393
 MR0393.The modeled gravity was interpolated from observed gravity values.
 MR0393
 MR0393;                    North         East    Units  Estimated Accuracy
 MR0393;SPC UT N     - 1,101,300.      458,910.      MT  (+/- 180 meters Scaled)
 MR0393
 MR0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL170663(NAD 83)
 MR0393
 MR0393                          SUPERSEDED SURVEY CONTROL
 MR0393
 MR0393  NGVD 29 (??/??/92) 1303.31   (m)         4275.9    (f) COMPUTED    1 1
 MR0393
 MR0393.Superseded values are not recommended for survey control.
 MR0393
 MR0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0393.See file dsdata.pdf to determine how the superseded data were derived.
 MR0393
 MR0393_MARKER: DB = BENCH MARK DISK
 MR0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0393_STAMPING: K 92 1953
 MR0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0393+STABILITY: SURFACE MOTION
 MR0393
 MR0393  HISTORY     - Date     Condition        Report By
 MR0393  HISTORY     - 1953     MONUMENTED       CGS
 MR0393
 MR0393                          STATION DESCRIPTION
 MR0393
 MR0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MR0393'IN OGDEN.
 MR0393'AT OGDEN, 1.9 MILES NORTH ALONG THE UNION PACIFIC RAILROAD PASSENGER
 MR0393'TRACK FROM THE STATION, AT THE CROSSING OF 12TH. STREET, AT THE
 MR0393'SOUTHEAST CORNER OF THE U. S. ARMY UTAH GENERAL DEPOT, 48.3 FEET NORTH
 MR0393'OF THE CENTER LINE OF THE STREET, 38.0 FEET WEST OF THE WEST RAIL OF
 MR0393'THE WEST TRACK, 24.9 FEET EAST OF THE NORTHEAST CORNER OF A CONCRETE
 MR0393'MANHOLE WITH A METAL COVER, 21.4 FEET WEST OF THE NORTHWEST CORNER OF
 MR0393'A 2- BY 6-FOOT METAL BUILDING, 7.5 FEET SOUTHEAST OF THE SOUTHEAST
 MR0393'CORNER OF THE DEPOT FENCE, 1.3 FEET SOUTH OF A FENCE, 1.7 FEET EAST OF
 MR0393'A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 MR0393'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0394 ***********************************************************************
 MR0394  DESIGNATION -  K 92 RESET
 MR0394  PID         -  MR0394
 MR0394  STATE/COUNTY-  UT/WEBER
 MR0394  COUNTRY     -  US
 MR0394  USGS QUAD   -  OGDEN (2017)
 MR0394
 MR0394                         *CURRENT SURVEY CONTROL
 MR0394  ______________________________________________________________________
 MR0394* NAD 83(1986) POSITION- 41 14 40.     (N) 111 59 25.     (W)   SCALED
 MR0394* NAVD 88 ORTHO HEIGHT -  1304.53  (+/-2cm)     4279.9   (feet) VERTCON3
 MR0394  ______________________________________________________________________
 MR0394  GEOID HEIGHT    -        -16.704 (meters)                     GEOID18
 MR0394  VERT ORDER      -  THIRD (See Below)
 MR0394
 MR0394.The horizontal coordinates were scaled from a map and have
 MR0394.an estimated accuracy of +/- 6 seconds.
 MR0394
 MR0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0394
 MR0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0394.GEOID18 height accuracy estimate available here.
 MR0394
 MR0394.The vertical order pertains to the NGVD 29 superseded value.
 MR0394
 MR0394.Click photographs - Photos may exist for this station.
 MR0394
 MR0394;                    North         East    Units  Estimated Accuracy
 MR0394;SPC UT N     - 1,101,300.      458,910.      MT  (+/- 180 meters Scaled)
 MR0394
 MR0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL170663(NAD 83)
 MR0394
 MR0394                          SUPERSEDED SURVEY CONTROL
 MR0394
 MR0394  NGVD 29 (??/??/??) 1303.53   (m)         4276.7    (f) RESET       3  
 MR0394
 MR0394.Superseded values are not recommended for survey control.
 MR0394
 MR0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0394.See file dsdata.pdf to determine how the superseded data were derived.
 MR0394
 MR0394_MARKER: DB = BENCH MARK DISK
 MR0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0394_STAMPING: K 92 RESET 1970
 MR0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0394+STABILITY: SURFACE MOTION
 MR0394
 MR0394  HISTORY     - Date     Condition        Report By
 MR0394  HISTORY     - 1970     MONUMENTED       NGS
 MR0394  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0394
 MR0394                          STATION DESCRIPTION
 MR0394
 MR0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MR0394'IN OGDEN.
 MR0394'AT OGDEN, 1.9 MILES NORTH ALONG THE UNION PACIFIC RAILROAD COMPANY
 MR0394'TRACKS FROM THE STATION AT THE CROSSING OF 12TH STREET, AT THE
 MR0394'SOUTHEAST CORNER OF THE UNITED STATES DEFENSE DEPOT, OGDEN, 49.0 FEET
 MR0394'NORTH OF THE CENTER LINE OF THE STREET, 33.0 FEET WEST OF THE WEST
 MR0394'RAIL OF THE WEST TRACT, 23.2 FEET NORTHEAST OF THE CENTER OF A
 MR0394'CONCRETE MANHOLE WITH A METAL COVER, 21.3 FEET SOUTHWEST OF THE
 MR0394'SOUTHWEST CORNER OF A 6 X 6 FT. METAL BUILDING, 12.0 FEET NORTHEAST OF
 MR0394'THE SOUTHEAST CORNER OF THE DEPOT FENCE, 2.1 FEET NORTH OF THE BACK OF
 MR0394'THE CURB AND GUTTER, ABOUT LEVEL WITH THE STREET AND SET IN THE TOP OF
 MR0394'A CONCRETE POST PROJECTING 0.4 FEET ABOVE THE GROUND.
 MR0394
 MR0394                          STATION RECOVERY (1983)
 MR0394
 MR0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0394'THERE HAS BEEN ROAD WORK AND GRADING AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0050 ***********************************************************************
 MS0050  DESIGNATION -  K 93
 MS0050  PID         -  MS0050
 MS0050  STATE/COUNTY-  UT/BOX ELDER
 MS0050  COUNTRY     -  US
 MS0050  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0050
 MS0050                         *CURRENT SURVEY CONTROL
 MS0050  ______________________________________________________________________
 MS0050* NAD 83(1986) POSITION- 41 31 54.83   (N) 112 02 55.66   (W)   HD_HELD1
 MS0050* NAVD 88 ORTHO HEIGHT -  1288.290 (meters)     4226.66  (feet) ADJUSTED
 MS0050  ______________________________________________________________________
 MS0050  GEOID HEIGHT    -        -16.113 (meters)                     GEOID18
 MS0050  DYNAMIC HEIGHT  -       1287.358 (meters)     4223.61  (feet) COMP
 MS0050  MODELED GRAVITY -    979,856.1   (mgal)                       NAVD 88
 MS0050
 MS0050  VERT ORDER      -  FIRST     CLASS II
 MS0050
 MS0050.The horizontal coordinates were determined by differentially corrected
 MS0050.hand held GPS observations or other comparable positioning techniques
 MS0050.and have an estimated accuracy of +/- 3 meters.
 MS0050
 MS0050.The orthometric height was determined by differential leveling and
 MS0050.adjusted by the NATIONAL GEODETIC SURVEY
 MS0050.in June 1991.
 MS0050
 MS0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0050.GEOID18 height accuracy estimate available here.
 MS0050
 MS0050.Click photographs - Photos may exist for this station.
 MS0050
 MS0050.The dynamic height is computed by dividing the NAVD 88
 MS0050.geopotential number by the normal gravity value computed on the
 MS0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0050.degrees latitude (g = 980.6199 gals.).
 MS0050
 MS0050.The modeled gravity was interpolated from observed gravity values.
 MS0050
 MS0050;                    North         East    Units  Estimated Accuracy
 MS0050;SPC UT N     - 1,133,247.0     454,202.0     MT  (+/- 3 meters HH1 GPS) 
 MS0050
 MS0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1250798336(NAD 83)
 MS0050
 MS0050                          SUPERSEDED SURVEY CONTROL
 MS0050
 MS0050  NGVD 29 (??/??/92) 1287.283  (m)         4223.36   (f) ADJ UNCH    1 2
 MS0050
 MS0050.Superseded values are not recommended for survey control.
 MS0050
 MS0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0050.See file dsdata.pdf to determine how the superseded data were derived.
 MS0050
 MS0050_MARKER: DB = BENCH MARK DISK
 MS0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0050_STAMPING: K 93 1953
 MS0050_MARK LOGO: CGS
 MS0050_PROJECTION: PROJECTING 5 CENTIMETERS
 MS0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0050+STABILITY: SURFACE MOTION
 MS0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0050+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2006
 MS0050
 MS0050  HISTORY     - Date     Condition        Report By
 MS0050  HISTORY     - 1953     MONUMENTED       CGS
 MS0050  HISTORY     - 1984     GOOD             NGS
 MS0050  HISTORY     - 20060915 GOOD             INDIV
 MS0050  HISTORY     - 20061002 GOOD             INDIV
 MS0050
 MS0050                          STATION DESCRIPTION
 MS0050
 MS0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0050'2.1 MI NW FROM BRIGHAM CITY.
 MS0050'2.1 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MS0050'AT BRIGHAM CITY, 0.4 MILE EAST OF THE CROSSING OF A
 MS0050'NORTHWEST-SOUTHEAST PAVED ROAD, 0.15 MILE WEST OF MILEPOLE 2, 135.6
 MS0050'FEET EAST OF A STATE ROAD RIGHT-OF-WAY MARKER, 48.8 FEET SOUTH OF THE
 MS0050'CENTER LINE OF U. S. HIGHWAY 30S, 48.8 FEET NORTH OF THE NORTH RAIL,
 MS0050'1.5 FEET NORTH OF A FENCE, 1.7 FEET WEST OF A WITNESS POST, 5 1/2 FEET
 MS0050'NORTHEAST OF TELEPHONE POLE 7M, ABOUT 2 FEET LOWER THAN THE TRACK, AND
 MS0050'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 MS0050'GROUND.
 MS0050
 MS0050                          STATION RECOVERY (1984)
 MS0050
 MS0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0050'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.82 KM
 MS0050'(2.98 MI) NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE IN
 MS0050'BRIGHAM CITY, 0.25 KM (0.15 MI) WEST OF THE UNION PACIFIC RAILROAD
 MS0050'MILEPOLE 2, ALONG THE SOUTHWEST RIGHT OF WAY FENCE, 14.9 METERS
 MS0050'(49 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 14.9 METERS (49 FT)
 MS0050'NORTHEAST OF THE NORTHEAST RAIL, 11.2 METERS (37 FT) SOUTHEAST OF A
 MS0050'POWER POLE, 2.4 METERS (8 FT) NORTHWEST OF THE NORTHWEST BRACED FENCE
 MS0050'POST AND 0.5 METER (1.5 FT) NORTHEAST OF THE FENCE.
 MS0050'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 MS0050'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 MS0050
 MS0050                          STATION RECOVERY (2006)
 MS0050
 MS0050'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RCW)
 MS0050'RECOVERED IN GOOD CONDITION.
 MS0050
 MS0050                          STATION RECOVERY (2006)
 MS0050
 MS0050'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RCW)
 MS0050'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0085 ***********************************************************************
 MS0085  DESIGNATION -  K 94
 MS0085  PID         -  MS0085
 MS0085  STATE/COUNTY-  UT/BOX ELDER
 MS0085  COUNTRY     -  US
 MS0085  USGS QUAD   -  LAMPO JUNCTION (2017)
 MS0085
 MS0085                         *CURRENT SURVEY CONTROL
 MS0085  ______________________________________________________________________
 MS0085* NAD 83(1986) POSITION- 41 37 45.     (N) 112 24 55.     (W)   SCALED
 MS0085* NAVD 88 ORTHO HEIGHT -  1304.298 (meters)     4279.18  (feet) ADJUSTED
 MS0085  ______________________________________________________________________
 MS0085  GEOID HEIGHT    -        -15.828 (meters)                     GEOID18
 MS0085  DYNAMIC HEIGHT  -       1303.415 (meters)     4276.29  (feet) COMP
 MS0085  MODELED GRAVITY -    979,901.2   (mgal)                       NAVD 88
 MS0085
 MS0085  VERT ORDER      -  FIRST     CLASS II
 MS0085
 MS0085.The horizontal coordinates were scaled from a map and have
 MS0085.an estimated accuracy of +/- 6 seconds.
 MS0085
 MS0085.The orthometric height was determined by differential leveling and
 MS0085.adjusted by the NATIONAL GEODETIC SURVEY
 MS0085.in June 1991.
 MS0085
 MS0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0085.GEOID18 height accuracy estimate available here.
 MS0085
 MS0085.Click photographs - Photos may exist for this station.
 MS0085
 MS0085.The dynamic height is computed by dividing the NAVD 88
 MS0085.geopotential number by the normal gravity value computed on the
 MS0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0085.degrees latitude (g = 980.6199 gals.).
 MS0085
 MS0085.The modeled gravity was interpolated from observed gravity values.
 MS0085
 MS0085;                    North         East    Units  Estimated Accuracy
 MS0085;SPC UT N     - 1,144,310.      423,730.      MT  (+/- 180 meters Scaled)
 MS0085
 MS0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM821095(NAD 83)
 MS0085
 MS0085                          SUPERSEDED SURVEY CONTROL
 MS0085
 MS0085  NGVD 29 (??/??/92) 1303.314  (m)         4275.96   (f) ADJ UNCH    1 2
 MS0085
 MS0085.Superseded values are not recommended for survey control.
 MS0085
 MS0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0085.See file dsdata.pdf to determine how the superseded data were derived.
 MS0085
 MS0085_MARKER: DB = BENCH MARK DISK
 MS0085_SETTING: 66 = SET IN ROCK OUTCROP
 MS0085_STAMPING: K 94 1953
 MS0085_MARK LOGO: CGS
 MS0085_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0085+STABILITY: POSITION/ELEVATION WELL
 MS0085
 MS0085  HISTORY     - Date     Condition        Report By
 MS0085  HISTORY     - 1953     MONUMENTED       CGS
 MS0085  HISTORY     - 1984     GOOD             NGS
 MS0085
 MS0085                          STATION DESCRIPTION
 MS0085
 MS0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0085'7.9 MI E FROM PROMONTORY.
 MS0085'1.8 MILES NORTHEAST ALONG A COUNTY GRAVELED ROAD FROM THE GOLDEN SPIKE
 MS0085'MONUMENT AT PROMONTORY, THENCE 6.1 MILES EAST ALONG STATE HIGHWAY 83,
 MS0085'AT THE NORTHEAST BASE OF A ROCKY RIDGE, IN THE TOP OF A 2 1/2- BY
 MS0085'5-FOOT OUTCROP PROJECTING ABOUT 1 FOOT ABOVE THE GROUND, 98.4 FEET
 MS0085'NORTH OF THE CENTER LINE OF THE HIGHWAY, 3.7 FEET SOUTH OF A FENCE,
 MS0085'ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY, AND MARKED BY THE WHITE
 MS0085'PAINTED LETTERS BM.
 MS0085
 MS0085                          STATION RECOVERY (1984)
 MS0085
 MS0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0085'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.54 KM
 MS0085'(6.55 MI) NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE IN
 MS0085'BRIGHAM CITY, THENCE 27.05 KM (16.81 MI) NORTHWEST ALONG STATE HIGHWAY
 MS0085'83, IN TOP OF AND 1.5 METERS (5 FT) NORTH OF THE SOUTH END OF A 2- BY
 MS0085'8-FOOT PORTION OF GRAY OUTCROP PROJECTING 1 FOOT ABOVE THE SURFACE OF
 MS0085'THE GROUND, 0.79 KM (0.49 MI) WEST OF A POWERLINE CROSSING,
 MS0085'31.7 METERS (104 FT) NORTH OF THE HIGHWAY CENTERLINE, 28.4 METERS
 MS0085'(93 FT) NORTH-NORTHEAST OF MILEPOST 17 AND 1.1 METERS (3.5 FT) SOUTH
 MS0085'OF A FENCE.
 MS0085'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MS0085'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0277 ***********************************************************************
 MS0277  DESIGNATION -  K 95
 MS0277  PID         -  MS0277
 MS0277  STATE/COUNTY-  UT/BOX ELDER
 MS0277  COUNTRY     -  US
 MS0277  USGS QUAD   -  PEPLIN FLATS (2017)
 MS0277
 MS0277                         *CURRENT SURVEY CONTROL
 MS0277  ______________________________________________________________________
 MS0277* NAD 83(1986) POSITION- 41 40 30.     (N) 113 09 34.     (W)   SCALED
 MS0277* NAVD 88 ORTHO HEIGHT -  1336.563 (meters)     4385.04  (feet) ADJUSTED
 MS0277  ______________________________________________________________________
 MS0277  GEOID HEIGHT    -        -15.767 (meters)                     GEOID18
 MS0277  DYNAMIC HEIGHT  -       1335.672 (meters)     4382.12  (feet) COMP
 MS0277  MODELED GRAVITY -    979,909.2   (mgal)                       NAVD 88
 MS0277
 MS0277  VERT ORDER      -  FIRST     CLASS II
 MS0277
 MS0277.The horizontal coordinates were scaled from a map and have
 MS0277.an estimated accuracy of +/- 6 seconds.
 MS0277
 MS0277.The orthometric height was determined by differential leveling and
 MS0277.adjusted by the NATIONAL GEODETIC SURVEY
 MS0277.in June 1991.
 MS0277
 MS0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0277.GEOID18 height accuracy estimate available here.
 MS0277
 MS0277.Click photographs - Photos may exist for this station.
 MS0277
 MS0277.The dynamic height is computed by dividing the NAVD 88
 MS0277.geopotential number by the normal gravity value computed on the
 MS0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0277.degrees latitude (g = 980.6199 gals.).
 MS0277
 MS0277.The modeled gravity was interpolated from observed gravity values.
 MS0277
 MS0277;                    North         East    Units  Estimated Accuracy
 MS0277;SPC UT N     - 1,150,320.      361,830.      MT  (+/- 180 meters Scaled)
 MS0277
 MS0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM202159(NAD 83)
 MS0277
 MS0277                          SUPERSEDED SURVEY CONTROL
 MS0277
 MS0277  NGVD 29 (??/??/92) 1335.558  (m)         4381.74   (f) ADJ UNCH    1 2
 MS0277
 MS0277.Superseded values are not recommended for survey control.
 MS0277
 MS0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0277.See file dsdata.pdf to determine how the superseded data were derived.
 MS0277
 MS0277_MARKER: DB = BENCH MARK DISK
 MS0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0277_STAMPING: K 95 1953
 MS0277_MARK LOGO: CGS
 MS0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0277+STABILITY: SURFACE MOTION
 MS0277
 MS0277  HISTORY     - Date     Condition        Report By
 MS0277  HISTORY     - 1953     MONUMENTED       CGS
 MS0277  HISTORY     - 1966     GOOD             USGS
 MS0277
 MS0277                          STATION DESCRIPTION
 MS0277
 MS0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0277'5.8 MI SW FROM KELTON.
 MS0277'5.8 MILES SOUTHWEST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0277'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0277'KELTON, 3 POLES SOUTH OF MILEPOLE 728, IN LINE WITH A ROW OF POLES, IN
 MS0277'AN OPEN FLAT, 56 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 7 1/2
 MS0277'FEET SOUTH OF TELEPHONE POLE 51B, 1.4 FEET NORTH OF A WITNESS POST,
 MS0277'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MS0277'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MS0277
 MS0277                          STATION RECOVERY (1966)
 MS0277
 MS0277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MS0277'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0338 ***********************************************************************
 MS0338  DESIGNATION -  K 96
 MS0338  PID         -  MS0338
 MS0338  STATE/COUNTY-  UT/BOX ELDER
 MS0338  COUNTRY     -  US
 MS0338  USGS QUAD   -  TERRACE MOUNTAIN WEST (2017)
 MS0338
 MS0338                         *CURRENT SURVEY CONTROL
 MS0338  ______________________________________________________________________
 MS0338* NAD 83(1986) POSITION- 41 29 35.     (N) 113 32 37.     (W)   SCALED
 MS0338* NAVD 88 ORTHO HEIGHT -  1375.503 (meters)     4512.80  (feet) ADJUSTED
 MS0338  ______________________________________________________________________
 MS0338  GEOID HEIGHT    -        -16.397 (meters)                     GEOID18
 MS0338  DYNAMIC HEIGHT  -       1374.529 (meters)     4509.60  (feet) COMP
 MS0338  MODELED GRAVITY -    979,866.8   (mgal)                       NAVD 88
 MS0338
 MS0338  VERT ORDER      -  FIRST     CLASS II
 MS0338
 MS0338.The horizontal coordinates were scaled from a map and have
 MS0338.an estimated accuracy of +/- 6 seconds.
 MS0338
 MS0338.The orthometric height was determined by differential leveling and
 MS0338.adjusted by the NATIONAL GEODETIC SURVEY
 MS0338.in June 1991.
 MS0338
 MS0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0338.GEOID18 height accuracy estimate available here.
 MS0338
 MS0338.Click photographs - Photos may exist for this station.
 MS0338
 MS0338.The dynamic height is computed by dividing the NAVD 88
 MS0338.geopotential number by the normal gravity value computed on the
 MS0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0338.degrees latitude (g = 980.6199 gals.).
 MS0338
 MS0338.The modeled gravity was interpolated from observed gravity values.
 MS0338
 MS0338;                    North         East    Units  Estimated Accuracy
 MS0338;SPC UT N     - 1,130,800.      329,370.      MT  (+/- 180 meters Scaled)
 MS0338
 MS0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL876966(NAD 83)
 MS0338
 MS0338                          SUPERSEDED SURVEY CONTROL
 MS0338
 MS0338  NGVD 29 (??/??/92) 1374.456  (m)         4509.36   (f) ADJ UNCH    1 2
 MS0338
 MS0338.Superseded values are not recommended for survey control.
 MS0338
 MS0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0338.See file dsdata.pdf to determine how the superseded data were derived.
 MS0338
 MS0338_MARKER: DB = BENCH MARK DISK
 MS0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0338_STAMPING: K 96 1953
 MS0338_MARK LOGO: CGS
 MS0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0338+STABILITY: SURFACE MOTION
 MS0338
 MS0338  HISTORY     - Date     Condition        Report By
 MS0338  HISTORY     - 1953     MONUMENTED       CGS
 MS0338
 MS0338                          STATION DESCRIPTION
 MS0338
 MS0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0338'0.9 MI NE FROM WATERCRESS.
 MS0338'0.9 MILE NORTHEAST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0338'PACIFIC COMPANY RAILROAD FROM THE ABANDONED SECTION HOUSE AT
 MS0338'WATERCRESS, 0.55 MILE (23 POLES) SOUTHWEST OF MILEPOLE 701, 0.25 MILE
 MS0338'NORTHEAST OF A WOODEN BRIDGE, 49 FEET NORTHWEST OF THE CENTER LINE OF
 MS0338'THE ROAD, IN LINE WITH A ROW OF POLES, 9 FEET NORTHEAST OF TELEPHONE
 MS0338'POLE 25B, 1.9 FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER
 MS0338'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 MS0338'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0712 ***********************************************************************
 LO0712  DESIGNATION -  KAMAS
 LO0712  PID         -  LO0712
 LO0712  STATE/COUNTY-  UT/SUMMIT
 LO0712  COUNTRY     -  US
 LO0712  USGS QUAD   -  HOYT PEAK (2017)
 LO0712
 LO0712                         *CURRENT SURVEY CONTROL
 LO0712  ______________________________________________________________________
 LO0712* NAD 83(1994) POSITION- 40 41 32.02281(N) 111 11 52.08271(W)   ADJUSTED
 LO0712* NAVD 88 ORTHO HEIGHT -  3119.6   (meters)    10235.    (feet) VERTCON3
 LO0712  ______________________________________________________________________
 LO0712  GEOID HEIGHT    -        -14.411 (meters)                     GEOID18
 LO0712  LAPLACE CORR    -         16.10  (seconds)                    DEFLEC18
 LO0712  HORZ ORDER      -  THIRD
 LO0712
 LO0712.The horizontal coordinates were established by classical geodetic methods
 LO0712.and adjusted by the National Geodetic Survey in November 1997.
 LO0712
 LO0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0712
 LO0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0712.GEOID18 height accuracy estimate available here.
 LO0712
 LO0712.Click photographs - Photos may exist for this station.
 LO0712
 LO0712.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0712
 LO0712. The following values were computed from the NAD 83(1994) position.
 LO0712
 LO0712;                    North         East     Units Scale Factor Converg.
 LO0712;SPC UT N     - 1,039,899.383   525,543.542   MT  1.00000403   +0 11 57.3
 LO0712;SPC UT N     - 3,411,736.56  1,724,220.77   sFT  1.00000403   +0 11 57.3
 LO0712;UTM  12      - 4,504,611.236   483,287.509   MT  0.99960344   -0 07 44.3
 LO0712
 LO0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0712!SPC UT N     -   0.99951314  x   1.00000403  =   0.99951716
 LO0712!UTM  12      -   0.99951314  x   0.99960344  =   0.99911677
 LO0712
 LO0712:                Primary Azimuth Mark                     Grid Az
 LO0712:SPC UT N     -  ELKHORN                                  338 04 17.1
 LO0712:UTM  12      -  ELKHORN                                  338 23 58.7
 LO0712
 LO0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL8328704611(NAD 83)
 LO0712
 LO0712|---------------------------------------------------------------------|
 LO0712| PID    Reference Object                     Distance      Geod. Az  |
 LO0712|                                                           dddmmss.s |
 LO0712| LO0726 ELKHORN                             APPROX.13.7 KM 3381614.4 |
 LO0712|---------------------------------------------------------------------|
 LO0712
 LO0712                          SUPERSEDED SURVEY CONTROL
 LO0712
 LO0712  NAD 83(1993)-  40 41 32.02317(N)    111 11 52.08101(W) AD(       ) 3
 LO0712  NAD 83(1986)-  40 41 32.00930(N)    111 11 52.07221(W) AD(       ) 3
 LO0712  NAD 27      -  40 41 32.18185(N)    111 11 49.39344(W) AD(       ) 3
 LO0712  NGVD 29 (07/19/86) 3118.1    (m)        10230.     (f) VERT ANG       
 LO0712
 LO0712.Superseded values are not recommended for survey control.
 LO0712
 LO0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0712.See file dsdata.pdf to determine how the superseded data were derived.
 LO0712
 LO0712_MARKER: B = BOLT
 LO0712_SETTING: 66 = SET IN ROCK OUTCROP
 LO0712_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0712+STABILITY: POSITION/ELEVATION WELL
 LO0712
 LO0712  HISTORY     - Date     Condition        Report By
 LO0712  HISTORY     - 1897     MONUMENTED       USGS
 LO0712
 LO0712                          STATION DESCRIPTION
 LO0712
 LO0712'DESCRIBED BY US GEOLOGICAL SURVEY 1897
 LO0712'LOCATED ABOUT 6 MI. NE. OF KAMAS AND 5 1/2 MI. SE. OF OAKLEY, ON THE
 LO0712'HIGHEST EASTERN END OF A W. SLOPING RIDGE KNOWN AS HOYT PEAK.
 LO0712'TO REACH FROM OAKLEY POST OFFICE, DRIVE S. AND SE.ON U.S. HIGHWAY 189
 LO0712'FOR 1.9 MI. TO A T-RD. BY A CO-OP STORE AND CHURCH, TURN LEFT E. AND
 LO0712'SE. FOR 1.0 MI. CROSSING CANAL TO A ROCKY Y-RD., TURN LEFT E. 0.3 MI.
 LO0712'TO GATE AND CONTINUE ON ROUGH, SLIGHTLY USED BULLDOZED RD. 1.3 MI. TO
 LO0712'Y-RD. TURN RIGHT W. 1.1 MI. TO A Y-RD. TURN LEFT E. 0.5 MI. TO Y-RD.
 LO0712'A FEW TENTHS FROM THIS POINT IN A CLEARING THE STATION PEAK CAN BE
 LO0712'SEEN TO THE N., GO 1.1 MI. TO DIM Y-RD., TURN LEFT NE. 0.6 MI. TO GATE
 LO0712'THEN 1.5 MI.FURTHER TO DITCH XING,CROSS DITCH AND FOLLOW DIM TRAIL 0.4
 LO0712'MI.TO END OF TRUCK TRAVEL. FOR 2 WHEEL DRIVE VEHICLE FROM A 4-WHEEL
 LO0712'DRIVE CONTINUE ON TO RIDGE TOP THROUGH A FENCE FOLLOWING RIDGE W.0.7
 LO0712'MI. TO FENCE CORNER AT THE FOOT OF STATION MOUNTAIN. PACK W.UP RIDGE.
 LO0712'
 LO0712'STATION MARK - A COPPER BOLT SET IN A SANDSTONE ROCK STAMPED ---USGS--
 LO0712'
 LO0712'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0604 ***********************************************************************
 HO0604  DESIGNATION -  KANARA
 HO0604  PID         -  HO0604
 HO0604  STATE/COUNTY-  UT/IRON
 HO0604  COUNTRY     -  US
 HO0604  USGS QUAD   -  KANARRAVILLE (2017)
 HO0604
 HO0604                         *CURRENT SURVEY CONTROL
 HO0604  ______________________________________________________________________
 HO0604* NAD 83(1994) POSITION- 37 31 46.22456(N) 113 13 35.24935(W)   ADJUSTED
 HO0604* NAVD 88 ORTHO HEIGHT -  1844.1   (meters)     6050.    (feet) VERTCON3
 HO0604  ______________________________________________________________________
 HO0604  GEOID HEIGHT    -        -22.029 (meters)                     GEOID18
 HO0604  LAPLACE CORR    -          4.75  (seconds)                    DEFLEC18
 HO0604  HORZ ORDER      -  FIRST
 HO0604
 HO0604.The horizontal coordinates were established by classical geodetic methods
 HO0604.and adjusted by the National Geodetic Survey in November 1997.
 HO0604
 HO0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0604
 HO0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0604.GEOID18 height accuracy estimate available here.
 HO0604
 HO0604.Click photographs - Photos may exist for this station.
 HO0604
 HO0604.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0604
 HO0604. The following values were computed from the NAD 83(1994) position.
 HO0604
 HO0604;                    North         East     Units Scale Factor Converg.
 HO0604;SPC UT S     - 3,097,169.161   347,411.866   MT  0.99996111   -1 03 28.0
 HO0604;SPC UT S     -10,161,295.82  1,139,800.43   sFT  0.99996111   -1 03 28.0
 HO0604;UTM  12      - 4,155,944.080   303,267.776   MT  1.00007676   -1 21 24.2
 HO0604
 HO0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0604!SPC UT S     -   0.99971416  x   0.99996111  =   0.99967528
 HO0604!UTM  12      -   0.99971416  x   1.00007676  =   0.99979089
 HO0604
 HO0604:                Primary Azimuth Mark                     Grid Az
 HO0604:SPC UT S     -  KANARA AZ MK                             061 04 36.9
 HO0604:UTM  12      -  KANARA AZ MK                             061 22 33.1
 HO0604
 HO0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG0326755944(NAD 83)
 HO0604
 HO0604|---------------------------------------------------------------------|
 HO0604| PID    Reference Object                     Distance      Geod. Az  |
 HO0604|                                                           dddmmss.s |
 HO0604| CH2607 KANARA RM 1                          16.240 METERS 02540     |
 HO0604| CH2606 KANARA AZ MK                                       0600108.9 |
 HO0604| CH2608 KANARA RM 2                           7.347 METERS 14905     |
 HO0604|---------------------------------------------------------------------|
 HO0604
 HO0604                          SUPERSEDED SURVEY CONTROL
 HO0604
 HO0604  NAD 83(1986)-  37 31 46.22174(N)    113 13 35.24229(W) AD(       ) 1
 HO0604  NAD 27      -  37 31 46.29400(N)    113 13 32.42100(W) AD(       ) 1
 HO0604  NGVD 29 (07/19/86) 1843.0    (m)         6047.     (f) VERT ANG       
 HO0604
 HO0604.Superseded values are not recommended for survey control.
 HO0604
 HO0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0604.See file dsdata.pdf to determine how the superseded data were derived.
 HO0604
 HO0604_MARKER: DS = TRIANGULATION STATION DISK
 HO0604_SETTING: 80 = SET IN A BOULDER
 HO0604_STAMPING: KANARA 1938
 HO0604_MARK LOGO: CGS
 HO0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0604+STABILITY: SURFACE MOTION
 HO0604
 HO0604  HISTORY     - Date     Condition        Report By
 HO0604  HISTORY     - 1938     MONUMENTED       CGS
 HO0604  HISTORY     - 1957     GOOD             USGS
 HO0604
 HO0604                          STATION DESCRIPTION
 HO0604
 HO0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0604'LOCATED ON THE HIGHEST POINT OF A LOW TIMBERED RIDGE THAT LIES
 HO0604'13.5 MILES SOUTHWEST OF CEDAR CITY AND ABOUT 2.4 MILES WEST
 HO0604'OF KANARAVILLE.  THE RIDGE RUNS NORTH AND SOUTH AND IS THE FIRST
 HO0604'POINT LOOKING WEST FROM KANARAVILLE TOWARDS THE PINE VALLEY
 HO0604'MOUNTAINS.  IT IS ABOUT 100 YARDS NORTH OF AN EAST-WEST FENCE
 HO0604'LINE THAT EXTENDS EAST ACROSS THE VALLEY.
 HO0604'
 HO0604'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE BRONZE TABLETS WEDGED
 HO0604'IN A DRILL HOLE.
 HO0604'
 HO0604'REACHED FROM CEDAR CITY BY GOING SOUTHWEST ON HIGHWAY U.S. 91
 HO0604'FOR 13 MILES TO KANARAVILLE.  THENCE TURN RIGHT, OFF HIGHWAY,
 HO0604'AT THE KANARA MERCANTILE STORE, AND GO WEST FOR 0.2 MILE.
 HO0604'HERE JOG LEFT AND CONTINUE WEST FOR 0.95 MILE TO A T ROAD
 HO0604'INTERSECTION.  HERE TURN LEFT AND GO SOUTH FOR 0.25 MILE TO A
 HO0604'GATE IN THE FENCE ON THE RIGHT.  TURN RIGHT THROUGH THE GATE
 HO0604'(OLD BARN AND CORRAL 100 YDS. WEST) AND GO SOUTH ALONG THE
 HO0604'FENCE FOR 0.3 MILE AND THEN TURN RIGHT JUST AFTER PASSING A
 HO0604'CLUMP OF SCRUB TREES ON THE LEFT, NEAR THE FENCE.  PASS THE
 HO0604'NORTH END OF ANOTHER BUNCH OF SCRUB TREES ONE OF WHICH HAS A
 HO0604'LARGE TRIANGULAR BLAZE NEAR THE BASE.  HERE AN OLD ROAD CAN
 HO0604'BE PICKED UP.  CONTINUE WESTERLY ON THE OLD ROAD UP STEEP
 HO0604'GRADE FOR 0.65 MILE TO A GATE.  THENCE GO THROUGH THE
 HO0604'GATE AND CONTINUE SOUTHWESTERLY ON OLD ROAD FOR 0.25 MILE
 HO0604'TO A VERY DIM LEFT FORK AT A SMALL PILE OF ROCKS.  HERE TURN
 HO0604'LEFT ON THE DIM ROAD AND FOLLOW IT SOUTHERLY ALONG THE TOP OF
 HO0604'THE RIDGE FOR 0.4 MILE TO THE HIGHEST POINT AND STATION.
 HO0604'
 HO0604'THE AZIMUTH MARK IS NEAR THE T INTERSECTION MENTIONED ABOVE.
 HO0604'IT IS ABOUT 40 FEET SOUTH OF THE FENCE CORNER AND IS ONE FOOT
 HO0604'WEST OF THE NORTH-SOUTH FENCE WHICH IS ON THE EAST SIDE OF
 HO0604'THE ROAD LEADING SOUTH FROM THE INTERSECTION.
 HO0604
 HO0604                          STATION RECOVERY (1957)
 HO0604
 HO0604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 HO0604'RECOVERED IN GOOD CONDITION.
 HO0604'
 HO0604'STATION MARK--BRONZE TABLET WEDGED IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0938 ***********************************************************************
 HN0938  DESIGNATION -  KANE=ET U 107
 HN0938  PID         -  HN0938
 HN0938  STATE/COUNTY-  UT/KANE
 HN0938  COUNTRY     -  US
 HN0938  USGS QUAD   -  THE RINCON NE (2017)
 HN0938
 HN0938                         *CURRENT SURVEY CONTROL
 HN0938  ______________________________________________________________________
 HN0938* NAD 83(1994) POSITION- 37 23 32.07064(N) 110 47 41.62589(W)   ADJUSTED
 HN0938* NAVD 88 ORTHO HEIGHT -  1643.3   (meters)     5391.    (feet) VERTCON3
 HN0938  ______________________________________________________________________
 HN0938  GEOID HEIGHT    -        -22.511 (meters)                     GEOID18
 HN0938  LAPLACE CORR    -         -4.56  (seconds)                    DEFLEC18
 HN0938  HORZ ORDER      -  SECOND
 HN0938
 HN0938.The horizontal coordinates were established by classical geodetic methods
 HN0938.and adjusted by the National Geodetic Survey in November 1997.
 HN0938
 HN0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0938
 HN0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0938.GEOID18 height accuracy estimate available here.
 HN0938
 HN0938.Click photographs - Photos may exist for this station.
 HN0938
 HN0938.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0938
 HN0938. The following values were computed from the NAD 83(1994) position.
 HN0938
 HN0938;                    North         East     Units Scale Factor Converg.
 HN0938;SPC UT S     - 3,080,761.951   562,436.434   MT  0.99997454   +0 25 55.2
 HN0938;SPC UT S     -10,107,466.50  1,845,260.20   sFT  0.99997454   +0 25 55.2
 HN0938;UTM  12      - 4,138,406.210   518,155.181   MT  0.99960406   +0 07 28.4
 HN0938
 HN0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0938!SPC UT S     -   0.99974572  x   0.99997454  =   0.99972027
 HN0938!UTM  12      -   0.99974572  x   0.99960406  =   0.99934988
 HN0938
 HN0938:                Primary Azimuth Mark                     Grid Az
 HN0938:SPC UT S     -  KANE AZ MK                               247 52 23.2
 HN0938:UTM  12      -  KANE AZ MK                               248 10 50.0
 HN0938
 HN0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG1815538406(NAD 83)
 HN0938
 HN0938|---------------------------------------------------------------------|
 HN0938| PID    Reference Object                     Distance      Geod. Az  |
 HN0938|                                                           dddmmss.s |
 HN0938| CM7517 KANE AZ MK                                         2481818.4 |
 HN0938| CM7518 KANE RM 1                            10.805 METERS 26306     |
 HN0938| CM7519 KANE RM 2                             6.473 METERS 33026     |
 HN0938|---------------------------------------------------------------------|
 HN0938
 HN0938                          SUPERSEDED SURVEY CONTROL
 HN0938
 HN0938  NAD 83(1992)-  37 23 32.06630(N)    110 47 41.62596(W) AD(       ) 2
 HN0938  NAD 83(1986)-  37 23 32.06621(N)    110 47 41.62583(W) AD(       ) 2
 HN0938  NAD 27      -  37 23 32.09855(N)    110 47 39.10193(W) AD(       ) 2
 HN0938  NGVD 29 (07/19/86) 1642.2    (m)         5388.     (f) VERT ANG       
 HN0938
 HN0938.Superseded values are not recommended for survey control.
 HN0938
 HN0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0938.See file dsdata.pdf to determine how the superseded data were derived.
 HN0938
 HN0938_MARKER: DD = SURVEY DISK
 HN0938_SETTING: 66 = SET IN ROCK OUTCROP
 HN0938_STAMPING: KANE ET U 107 1953
 HN0938_MARK LOGO: USGS
 HN0938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0938+STABILITY: POSITION/ELEVATION WELL
 HN0938
 HN0938  HISTORY     - Date     Condition        Report By
 HN0938  HISTORY     - 1953     MONUMENTED       USGS
 HN0938  HISTORY     - 1963     GOOD             CGS
 HN0938  HISTORY     - 1963     GOOD             CGS
 HN0938
 HN0938                          STATION DESCRIPTION
 HN0938
 HN0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0938'THE STATION IS LOCATED ABOUT 51 MILES SOUTHEAST OF ESCALANTE,
 HN0938'35 MILES SOUTHWEST OF THE SMALL TOWN OF HITE ON THE COLORADO
 HN0938'RIVER, 16 MILES NORTH NORTHEAST OF THE JUNCTION OF THE COLORADO
 HN0938'AND SAN JUAN RIVERS, 11 MILES NORTHEAST OF THE AIRSTRIP AT
 HN0938'HOLE-IN-THE-ROCK CROSSING ON THE COLORADO RIVER, ON THE HIGHEST
 HN0938'AND MOST EASTERLY ONE OF A GROUP OF PROMINENT, WIND WORN,
 HN0938'SANDSTONE HUMPS, WHITE IN COLOR AND VOID OF VEGETATION.
 HN0938'
 HN0938'TO REACH THE STATION BY HELICOPTER FROM THE AIRSTRIP AT
 HN0938'HOLE-IN-THE-ROCK FLY NORTHEAST ON A TRUE COURSE OF 38 DEGREES
 HN0938'FOR ABOUT 11 MILES TO THE GROUP OF SANDSTONE HUMPS.  LANDING
 HN0938'WAS MADE IN THE SADDLE NORTHWEST OF THE HIGHEST HUMP.  FROM
 HN0938'HERE PACK SOUTHEAST TO THE HIGHEST POINT OF THE HUMP AND THE
 HN0938'STATION.  TO REACH THE AZIMUTH MARK FROM THE SADDLE PACK
 HN0938'WESTERLY ACROSS THE SAND POCKETS AND BARE ROCK FOR 0.25 MILE
 HN0938'TO THE NORTHEAST ONE OF TWO SANDSTONE HUMPS AND THE MARK.
 HN0938'
 HN0938'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 HN0938'KANE ET U107 1953, CEMENTED IN A DRILL HOLE IN BEDROCK ON
 HN0938'THE HIGHEST POINT OF THE HUMP.
 HN0938'
 HN0938'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KANE USGS NO 1
 HN0938'1963, CEMENTED IN A DRILL HOLE IN BEDROCK ABOUT 1 FOOT LOWER
 HN0938'THAN THE STATION.
 HN0938'
 HN0938'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KANE USGS NO 2 1963,
 HN0938'CEMENTED IN A DRILL HOLE IN BEDROCK 3 FEET LOWER THAN THE
 HN0938'STATION.
 HN0938'
 HN0938'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KANE USGS 1963,
 HN0938'CEMENTED IN A DRILL HOLE IN BEDROCK ON THE HIGHEST POINT
 HN0938'OF THE LOWER AND NORTHEAST ONE OF TWO SANDSTONE HUMPS.  IT IS
 HN0938'2 FEET NORTH OF A 2 FOOT CAIRN.
 HN0938
 HN0938                          STATION RECOVERY (1963)
 HN0938
 HN0938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HN0938'RECOVERED IN GOOD CONDITION.
 HN0938'
 HN0938'STATION MARK--STANDARD TABLET, STAMPED ---KANE ET U 107 1953---,
 HN0938'CEMENTED FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0487 ***********************************************************************
 JO0487  DESIGNATION -  KANOSH RESET
 JO0487  PID         -  JO0487
 JO0487  STATE/COUNTY-  UT/MILLARD
 JO0487  COUNTRY     -  US
 JO0487  USGS QUAD   -  KANOSH (2017)
 JO0487
 JO0487                         *CURRENT SURVEY CONTROL
 JO0487  ______________________________________________________________________
 JO0487* NAD 83(1994) POSITION- 38 48 22.36521(N) 112 29 06.01580(W)   ADJUSTED
 JO0487* NAVD 88 ORTHO HEIGHT -  1611.0   (meters)     5285.    (feet) VERTCON3
 JO0487  ______________________________________________________________________
 JO0487  GEOID HEIGHT    -        -19.365 (meters)                     GEOID18
 JO0487  LAPLACE CORR    -          8.34  (seconds)                    DEFLEC18
 JO0487  HORZ ORDER      -  FIRST
 JO0487
 JO0487.The horizontal coordinates were established by classical geodetic methods
 JO0487.and adjusted by the National Geodetic Survey in November 1997.
 JO0487
 JO0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0487
 JO0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0487.GEOID18 height accuracy estimate available here.
 JO0487
 JO0487.Click photographs - Photos may exist for this station.
 JO0487
 JO0487.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0487
 JO0487. The following values were computed from the NAD 83(1994) position.
 JO0487
 JO0487;                    North         East     Units Scale Factor Converg.
 JO0487;SPC UT C     - 2,052,971.683   414,437.066   MT  1.00005858   -0 37 51.5
 JO0487;SPC UT C     - 6,735,457.93  1,359,698.94   sFT  1.00005858   -0 37 51.5
 JO0487;UTM  12      - 4,296,319.453   371,057.712   MT  0.99980473   -0 55 50.7
 JO0487
 JO0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0487!SPC UT C     -   0.99975034  x   1.00005858  =   0.99980890
 JO0487!UTM  12      -   0.99975034  x   0.99980473  =   0.99955512
 JO0487
 JO0487:                Primary Azimuth Mark                     Grid Az
 JO0487:SPC UT C     -  HATTON                                   053 53 33.9
 JO0487:UTM  12      -  HATTON                                   054 11 33.1
 JO0487
 JO0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH7105796319(NAD 83)
 JO0487
 JO0487|---------------------------------------------------------------------|
 JO0487| PID    Reference Object                     Distance      Geod. Az  |
 JO0487|                                                           dddmmss.s |
 JO0487| CM4960 KANOSH RM 2                           6.889 METERS 03802     |
 JO0487| JO0486 HATTON                              APPROX. 6.3 KM 0531542.4 |
 JO0487| CM4959 KANOSH RM 1                           4.839 METERS 14148     |
 JO0487|---------------------------------------------------------------------|
 JO0487
 JO0487                          SUPERSEDED SURVEY CONTROL
 JO0487
 JO0487  NAD 83(1986)-  38 48 22.35904(N)    112 29 06.00997(W) AD(       ) 1
 JO0487  NAD 27      -  38 48 22.47900(N)    112 29 03.22300(W) AD(       ) 1
 JO0487  NGVD 29 (07/19/86) 1609.9    (m)         5282.     (f) VERT ANG       
 JO0487
 JO0487.Superseded values are not recommended for survey control.
 JO0487
 JO0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0487.See file dsdata.pdf to determine how the superseded data were derived.
 JO0487
 JO0487_MARKER: DS = TRIANGULATION STATION DISK
 JO0487_SETTING: 66 = SET IN ROCK OUTCROP
 JO0487_STAMPING: KANOSH USGS 1931 1947
 JO0487_MARK LOGO: USGS
 JO0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0487+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2018
 JO0487
 JO0487  HISTORY     - Date     Condition        Report By
 JO0487  HISTORY     - 1947     MONUMENTED       USGS
 JO0487  HISTORY     - 20180418 GOOD             INDIV
 JO0487
 JO0487                          STATION DESCRIPTION
 JO0487
 JO0487'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (DHK)
 JO0487'STATION LOCATED ON THE HIGHEST PART OF A RIM OF AN EXTINCT
 JO0487'VOLCANIC RIDGE, KNOWN AS BLACK ROCK VOLCANO.  ABOUT 2.5 MILES
 JO0487'AIR LINE WEST OF KANOSH.  AT WEST EDGE OF SMALL FLAT AREA.
 JO0487'AND ABOUT 2 FEET LOWER THAN HIGHEST ROCK OF SUMMIT.  PROJECTS
 JO0487'12 INCHES, AND STAMPED--KANOSH USGS 1931 1947.  NOTE--THE
 JO0487'U.S. GEOLOGICAL SURVEY MARK HAS BEEN DESTROYED, BUT DRILL
 JO0487'HOLE WAS FOUND AND A NEW MARK WAS SET IN THE OLD DRILL HOLE.
 JO0487'
 JO0487'REFERENCE MARK NO. 1 IS A U.S.G.S. MARK SET ON HIGHEST ROCK
 JO0487'ON SUMMIT, WHICH IS BEDROCK, APPROXIMATELY 2 FEET HIGHER THAN
 JO0487'STATION, PROJECTS 4 FEET, AND STAMPED--KANOSH NO 1 1931.
 JO0487'
 JO0487'REFERENCE MARK NO. 2 IS ON EAST EDGE OF RIM, APPROXIMATELY
 JO0487'1 FOOT LOWER THAN STATION, SET FLUSH WITH GROUND, AND
 JO0487'STAMPED--KANOSH USGS NO 2 1947.
 JO0487'
 JO0487'TRIANGULATION STATION HATTON 1947 USED AS AZIMUTH.
 JO0487'
 JO0487'TO REACH FROM POST OFFICE IN KANOSH, GO NORTH ON U.S. HIGHWAY
 JO0487'91 FOR 0.25 MILE TO CROSS STREET.  TURN LEFT AND FOLLOW
 JO0487'GRADED ROAD FOR 2.05 MILES TO FORK.  TAKE RIGHT FORK AND GO
 JO0487'0.5 MILE TO FORK.  TAKE LEFT FORK AND FO 0.15 MILE TO END
 JO0487'OF TRUCK TRAVEL.  PACK WEST UP STEEP SLOPE TO TOP OF RIDGE.
 JO0487'THENCE ALONG RIDGE TO HIGHEST POINT AND STATION AS DESCRIBED
 JO0487'ABOVE.  A 15-MINUTE PACK.
 JO0487
 JO0487                          STATION RECOVERY (2018)
 JO0487
 JO0487'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (TWG)
 JO0487'STATION MARK AND REFERENCE MARK 1 WERE FOUND, REFERENCE MARK 2 WAS
 JO0487'NOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0936 ***********************************************************************
 LO0936  DESIGNATION -  KEARNS
 LO0936  PID         -  LO0936
 LO0936  STATE/COUNTY-  UT/SALT LAKE
 LO0936  COUNTRY     -  US
 LO0936  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0936
 LO0936                         *CURRENT SURVEY CONTROL
 LO0936  ______________________________________________________________________
 LO0936* NAD 83(1994) POSITION- 40 38 36.23693(N) 111 58 16.67551(W)   ADJUSTED
 LO0936* NAVD 88 ORTHO HEIGHT -  1395.9   (meters)     4580.    (feet) VERTCON3
 LO0936  ______________________________________________________________________
 LO0936  GEOID HEIGHT    -        -17.216 (meters)                     GEOID18
 LO0936  LAPLACE CORR    -          1.90  (seconds)                    DEFLEC18
 LO0936  HORZ ORDER      -  FIRST
 LO0936
 LO0936.The horizontal coordinates were established by classical geodetic methods
 LO0936.and adjusted by the National Geodetic Survey in November 1997.
 LO0936
 LO0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0936
 LO0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0936.GEOID18 height accuracy estimate available here.
 LO0936
 LO0936.Click photographs - Photos may exist for this station.
 LO0936
 LO0936.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0936
 LO0936. The following values were computed from the NAD 83(1994) position.
 LO0936
 LO0936;                    North         East     Units Scale Factor Converg.
 LO0936;SPC UT C     - 2,256,575.665   460,134.501   MT  0.99999836   -0 18 06.9
 LO0936;SPC UT C     - 7,403,448.66  1,509,624.61   sFT  0.99999836   -0 18 06.9
 LO0936;UTM  12      - 4,499,625.655   417,873.009   MT  0.99968302   -0 37 57.7
 LO0936
 LO0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0936!SPC UT C     -   0.99978378  x   0.99999836  =   0.99978214
 LO0936!UTM  12      -   0.99978378  x   0.99968302  =   0.99946687
 LO0936
 LO0936:                Primary Azimuth Mark                     Grid Az
 LO0936:SPC UT C     -  KEARNS AZ MK                             140 23 38.7
 LO0936:UTM  12      -  KEARNS AZ MK                             140 43 29.5
 LO0936
 LO0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1787399625(NAD 83)
 LO0936
 LO0936|---------------------------------------------------------------------|
 LO0936| PID    Reference Object                     Distance      Geod. Az  |
 LO0936|                                                           dddmmss.s |
 LO0936| LO0932 SALT LAKE CITY AM BLOCK CO TK       APPROX.10.6 KM 0120508.6 |
 LO0936| MR0699 FRANCIS PK FAA RADAR DOME           APPROX.44.7 KM 0142834.0 |
 LO0936| LO0991 SALT LAKE CITY UT PWR CEN STK       APPROX.14.4 KM 0144246.4 |
 LO0936| LO0999 SALT LAKE CITY UTAH PWR S STK       APPROX.15.5 KM 0242845.2 |
 LO0936| LO0993 SALT LAKE LDS CHILD HOSP STACK      APPROX.16.9 KM 0264154.5 |
 LO0936| LO0934 SOUTH SALT LAKE RAD KCPX W MST      APPROX. 7.7 KM 0334012.1 |
 LO0936| LO0937 SOUTH SALT LAKE MUNICIPAL TANK      APPROX.10.4 KM 0384245.5 |
 LO0936| LO0931 SOUTH SALT LAKE VITRO CHEM STK      APPROX. 8.4 KM 0395046.5 |
 LO0936| LO0974 EMIGRATION CANYON MICROWAVE         APPROX.18.6 KM 0502344.0 |
 LO0936| LO0930 MURRAY RADIO STATION KMUR MAST      APPROX. 7.6 KM 0661937.5 |
 LO0936| LO0935 MURRAY BUEHNER CO N STACK           APPROX. 6.9 KM 0764719.9 |
 LO0936| CM4961 KEARNS RM 1                          25.365 METERS 08610     |
 LO0936| LO0959 KEARNS CO CONSERVANCY LGST TK       APPROX. 0.6 KM 1390746.0 |
 LO0936| LO0964 KEARNS AZ MK                        APPROX. 0.5 KM 1400531.8 |
 LO0936| LO0965 KEARNS 2                            APPROX. 0.5 KM 1473616.7 |
 LO0936| CM4962 KEARNS RM 2                          21.395 METERS 23557     |
 LO0936| LP0405 UNIVERSITY UTAH TV KUED MAST        APPROX.16.5 KM 2561143.5 |
 LO0936| CM4963 KEARNS RM 3                          17.702 METERS 27511     |
 LO0936| LP0357 BACCHUS AF PLANT 81 TANK            APPROX. 6.8 KM 2943637.1 |
 LO0936| LP0338 SALTAIR RADIO STA KSL TALL MST      APPROX.18.5 KM 3245918.3 |
 LO0936|---------------------------------------------------------------------|
 LO0936
 LO0936                          SUPERSEDED SURVEY CONTROL
 LO0936
 LO0936  NAD 83(1993)-  40 38 36.23630(N)    111 58 16.67402(W) AD(       ) 1
 LO0936  NAD 83(1986)-  40 38 36.22596(N)    111 58 16.66734(W) AD(       ) 1
 LO0936  NAD 27      -  40 38 36.41620(N)    111 58 13.89245(W) AD(       ) 1
 LO0936  NGVD 29 (07/19/86) 1394.9    (m)         4576.     (f) VERT ANG       
 LO0936
 LO0936.Superseded values are not recommended for survey control.
 LO0936
 LO0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0936.See file dsdata.pdf to determine how the superseded data were derived.
 LO0936
 LO0936_MARKER: DS = TRIANGULATION STATION DISK
 LO0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0936+SATELLITE: SATELLITE OBSERVATIONS - 1986
 LO0936
 LO0936  HISTORY     - Date     Condition        Report By
 LO0936  HISTORY     - 1962     MONUMENTED       CGS
 LO0936  HISTORY     - 1973     GOOD             NGS
 LO0936  HISTORY     - 1979     GOOD             NGS
 LO0936  HISTORY     - 1986     GOOD
 LO0936
 LO0936                          STATION DESCRIPTION
 LO0936
 LO0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0936'STATION IS ON AN EAST-WEST RIDGE, ABOUT 9-1/2 MILES SOUTHWEST OF
 LO0936'THE CAPITOL BUILDING IN SALT LAKE CITY, 4 MILES NORTHWEST OF
 LO0936'MIDVALE, 3 MILES NORTHWEST OF WEST JORDAN AND 1-1/4 MILES
 LO0936'SOUTHEAST OF KEARNS.
 LO0936'
 LO0936'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 68 AND 48 IN SOUTH
 LO0936'JORDAN, GO NORTH ON STATE HIGHWAY 68 FOR 2.0 MILES TO 6200 SOUTH
 LO0936'STREET.  TURN LEFT, WEST, ON 6200 SOUTH STREET FOR 1.45 MILES TO
 LO0936'THE JUNCTION OF 3200 WEST STREET.  TURN RIGHT, NORTH, ON 3200
 LO0936'WEST STREET FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LO0936'CONTINUE AHEAD, NORTH, ON 3200 WEST STREET FOR 0.2 MILE TO A
 LO0936'SIDE ROAD LEFT.  TURN LEFT, WEST, ON GRAVELED ROAD, PASSING
 LO0936'BETWEEN TWO GRAVEL PITS FOR 0.2 MILE TO A FENCE CORNER AND
 LO0936'STATION.
 LO0936'
 LO0936'STATION MARK IS A STANDARD DISK, STAMPED KEARNS 1962, SET IN THE
 LO0936'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT
 LO0936'IS 59 FEET EAST OF A FENCE, 7 FEET SOUTH OF A FENCE AND 2.4
 LO0936'FEET SOUTHWEST OF A WITNESS POST.
 LO0936'
 LO0936'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KEARNS NO 1 1962,
 LO0936'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 LO0936'5 INCHES.  IT IS 1 FOOT SOUTH OF A FENCE AND ABOUT THE SAME
 LO0936'ELEVATION AS THE STATION MARK.
 LO0936'
 LO0936'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KEARNS NO 2 1962,
 LO0936'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5
 LO0936'INCHES.  IT IS 46 FEET SOUTH OF A FENCE AND 1 FOOT EAST OF A
 LO0936'FENCE.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 LO0936'
 LO0936'AZIMUTH MARK IS A STANDARD DISK, STAMPED KEARNS 1962, SET IN
 LO0936'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 LO0936'IT IS 31 FEET EAST OF THE CENTERLINE OF 3200 WEST STREET, 17 FEET
 LO0936'SOUTH OF A POWERLINE POLE AND 2.7 FEET SOUTH-SOUTHWEST OF A
 LO0936'WITNESS POST.
 LO0936
 LO0936                          STATION RECOVERY (1973)
 LO0936
 LO0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0936'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 LO0936'TO BE IN GOOD CONDITION.  REFERENCE MARK 1 WAS RECOVERED,
 LO0936'HOWEVER A PORTION OF THE MONUMENT HAS BROKEN
 LO0936'OFF AND A GREATER DISTANCE OF 0.017 METER WAS NOTED AND
 LO0936'VERIFIED.  REFERENCE MARK 2 HAS BEEN DESTROYED AND A REFERENCE
 LO0936'MARK 3 ESTABLISHED AT THIS DATE.  A COMPLETE NEW DESCRIPTION
 LO0936'FOLLOWS--
 LO0936'
 LO0936'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF MIDVALE,
 LO0936'3 MILES NORTH OF WEST JORDAN, 1 MILE EAST OF KEARNS AND ON A
 LO0936'EAST-WEST RIDGE THAT IS BEING DUG UP FOR GRAVEL.  THE PROPERTY IS
 LO0936'OWNED BY SALT LAKE COUNTY.
 LO0936'
 LO0936'TO REACH THE STATION FROM THE INTERSECTION OF 1700 WEST (STATE
 LO0936'HIGHWAY 68) AND 6200 SOUTH, GO WEST ON 6200 SOUTH FOR 1.5 MILE
 LO0936'TO THE INTERSECTION OF 3200 WEST.  (TO REACH THE AZIMUTH MARK
 LO0936'TURN RIGHT AND GO NORTH ON 3200 WEST FOR 0.1 MILE TO THE
 LO0936'MARK ON THE RIGHT.) CONTINUE WEST ON 6200 SOUTH FOR 0.2 MILE TO
 LO0936'A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 0.1 MILE TO A
 LO0936'LOCKED GATE, (KEY OBTAINED FROM THE COUNTY).  PASS THROUGH THE
 LO0936'GATE AND CONTINUE NORTH ON THE TRACK ROAD FOR 0.2 MILE TO A
 LO0936'FENCE CORNER AND THE STATION SURROUNDED BY GRAVEL PITS.
 LO0936'
 LO0936'THE STATION MARK IS A STANDARD DISK STAMPED KEARNS 1962,
 LO0936'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 LO0936'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LO0936'2 FEET WEST OF A METAL WITNESS POST WITH SIGN.
 LO0936'
 LO0936'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KEARNS NO 1 1962,
 LO0936'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 LO0936'HAS BEEN BROKEN OFF ON THE SOUTH SIDE AND PROJECTS
 LO0936'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 81 FEET EAST OF A
 LO0936'METAL WITNESS POST WITH SIGN.
 LO0936'
 LO0936'REFERENCE MARK 3 IS A STANDARD DISK STAMPED KEARNS NO 3 1962
 LO0936'1973, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES
 LO0936'IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT
 LO0936'IS 60 FEET WEST OF A METAL WITNESS POST WITH SIGN AND 2 FEET
 LO0936'SOUTH OF A CORNER FENCE POST.
 LO0936'
 LO0936'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KEARNS 1962,
 LO0936'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LO0936'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 27 FEET EAST OF THE
 LO0936'CENTER OF THE SURFACED STREET, 5.5 FEET NORTHWEST OF THE
 LO0936'NORTHWEST CORNER OF A CHAIN LINK FENCE, 17 FEET SOUTH OF
 LO0936'POWER POLE NUMBER 1P10/11 AND 3 FEET SOUTH OF A METAL WITNESS
 LO0936'POST WITH SIGN.
 LO0936'
 LO0936'REFERENCE MARK 1 TO 3 WAS NOT MEASURED BECAUSE OF THE EXTREME
 LO0936'ANGLE.
 LO0936'
 LO0936'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO0936'1 MILE SOUTHEAST OF KEARNS.
 LO0936
 LO0936                          STATION RECOVERY (1979)
 LO0936
 LO0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LO0936'STATION RECOVERED AND ALL MARKS NOTED TO BE IN GOOD
 LO0936'CONDITION.  STATION WAS MOVED AT THIS TIME SOUTHEAST ABOUT 0.35 MILE
 LO0936'DUE TO GRAVEL EXCAVATION AT STATION SITE.
 LO0936
 LO0936                          STATION RECOVERY (1986)
 LO0936
 LO0936'RECOVERED 1986
 LO0936'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0965 ***********************************************************************
 LO0965  DESIGNATION -  KEARNS 2
 LO0965  PID         -  LO0965
 LO0965  STATE/COUNTY-  UT/SALT LAKE
 LO0965  COUNTRY     -  US
 LO0965  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0965
 LO0965                         *CURRENT SURVEY CONTROL
 LO0965  ______________________________________________________________________
 LO0965* NAD 83(1994) POSITION- 40 38 21.88768(N) 111 58 04.72361(W)   NO CHECK
 LO0965* NAVD 88 ORTHO HEIGHT -  1393.7   (meters)     4572.    (feet) VERTCON3
 LO0965  ______________________________________________________________________
 LO0965  GEOID HEIGHT    -        -17.217 (meters)                     GEOID18
 LO0965  LAPLACE CORR    -          2.16  (seconds)                    DEFLEC18
 LO0965  HORZ ORDER      -  THIRD
 LO0965
 LO0965.The horizontal coordinates were established by classical geodetic methods
 LO0965.and adjusted by the National Geodetic Survey in November 1997.
 LO0965
 LO0965.No horizontal observational check was made to the station.
 LO0965
 LO0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0965
 LO0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0965.GEOID18 height accuracy estimate available here.
 LO0965
 LO0965.Click photographs - Photos may exist for this station.
 LO0965
 LO0965.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0965
 LO0965. The following values were computed from the NAD 83(1994) position.
 LO0965
 LO0965;                    North         East     Units Scale Factor Converg.
 LO0965;SPC UT C     - 2,256,131.576   460,413.007   MT  0.99999738   -0 17 59.2
 LO0965;SPC UT C     - 7,401,991.68  1,510,538.34   sFT  0.99999738   -0 17 59.2
 LO0965;UTM  12      - 4,499,180.105   418,148.861   MT  0.99968246   -0 37 49.7
 LO0965
 LO0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0965!SPC UT C     -   0.99978412  x   0.99999738  =   0.99978150
 LO0965!UTM  12      -   0.99978412  x   0.99968246  =   0.99946665
 LO0965
 LO0965:                Primary Azimuth Mark                     Grid Az
 LO0965:SPC UT C     -  KEARNS                                   327 54 23.7
 LO0965:UTM  12      -  KEARNS                                   328 14 14.2
 LO0965
 LO0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1814899180(NAD 83)
 LO0965
 LO0965|---------------------------------------------------------------------|
 LO0965| PID    Reference Object                     Distance      Geod. Az  |
 LO0965|                                                           dddmmss.s |
 LO0965| CM4965 KEARNS 2 RM 5                        11.233 METERS 06522     |
 LO0965| CM4964 KEARNS 2 RM 4                        11.546 METERS 20349     |
 LO0965| LO0966 UTAH CANAL STA 1195+41              APPROX. 0.7 KM 2641158.0 |
 LO0965| LP0357 BACCHUS AF PLANT 81 TANK            APPROX. 7.2 KM 2965230.2 |
 LO0965| LO0936 KEARNS                              APPROX. 0.5 KM 3273624.5 |
 LO0965|---------------------------------------------------------------------|
 LO0965
 LO0965                          SUPERSEDED SURVEY CONTROL
 LO0965
 LO0965  NAD 83(1993)-  40 38 21.88702(N)    111 58 04.72211(W) AD(       ) 3
 LO0965  NAD 83(1986)-  40 38 21.87667(N)    111 58 04.71547(W) AD(       ) 3
 LO0965  NAD 27      -  40 38 22.06666(N)    111 58 01.94099(W) AD(       ) 3
 LO0965  NGVD 29 (07/19/86) 1392.7    (m)         4569.     (f) VERT ANG       
 LO0965
 LO0965.Superseded values are not recommended for survey control.
 LO0965
 LO0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0965.See file dsdata.pdf to determine how the superseded data were derived.
 LO0965
 LO0965
 LO0965  HISTORY     - Date     Condition        Report By
 LO0965  HISTORY     - 1979     MONUMENTED       NGS
 LO0965  HISTORY     - 20130426 POOR             NGS
 LO0965
 LO0965                          STATION DESCRIPTION
 LO0965
 LO0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 2013
 LO0965'THE MONUMENT IS DESTROYED. PICTURES ARE ATTACHED SHOWING DESTROYED
 LO0965'MONUMENT AND MARKINGS. THE STAMPING ON THE MONUMENT IS (KEARNS 2
 LO0965'1979).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0964 ***********************************************************************
 LO0964  DESIGNATION -  KEARNS AZ MK
 LO0964  PID         -  LO0964
 LO0964  STATE/COUNTY-  UT/SALT LAKE
 LO0964  COUNTRY     -  US
 LO0964  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0964
 LO0964                         *CURRENT SURVEY CONTROL
 LO0964  ______________________________________________________________________
 LO0964* NAD 83(1994) POSITION- 40 38 22.91911(N) 111 58 02.05380(W)   ADJUSTED
 LO0964* NAVD 88 ORTHO HEIGHT -  1393.2   (meters)     4571.    (feet) VERTCON3
 LO0964  ______________________________________________________________________
 LO0964  GEOID HEIGHT    -        -17.216 (meters)                     GEOID18
 LO0964  LAPLACE CORR    -          2.18  (seconds)                    DEFLEC18
 LO0964  HORZ ORDER      -  SECOND
 LO0964
 LO0964.The horizontal coordinates were established by classical geodetic methods
 LO0964.and adjusted by the National Geodetic Survey in November 1997.
 LO0964
 LO0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0964
 LO0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0964.GEOID18 height accuracy estimate available here.
 LO0964
 LO0964.Click photographs - Photos may exist for this station.
 LO0964
 LO0964.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0964
 LO0964. The following values were computed from the NAD 83(1994) position.
 LO0964
 LO0964;                    North         East     Units Scale Factor Converg.
 LO0964;SPC UT C     - 2,256,163.063   460,475.907   MT  0.99999745   -0 17 57.5
 LO0964;SPC UT C     - 7,402,094.98  1,510,744.70   sFT  0.99999745   -0 17 57.5
 LO0964;UTM  12      - 4,499,211.219   418,211.921   MT  0.99968234   -0 37 48.0
 LO0964
 LO0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0964!SPC UT C     -   0.99978420  x   0.99999745  =   0.99978165
 LO0964!UTM  12      -   0.99978420  x   0.99968234  =   0.99946661
 LO0964
 LO0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1821199211(NAD 83)
 LO0964
 LO0964                          SUPERSEDED SURVEY CONTROL
 LO0964
 LO0964  NAD 83(1993)-  40 38 22.91848(N)    111 58 02.05231(W) AD(       ) 2
 LO0964  NAD 83(1986)-  40 38 22.90811(N)    111 58 02.04566(W) AD(       ) 2
 LO0964  NAD 27      -  40 38 23.09835(N)    111 57 59.27090(W) AD(       ) 2
 LO0964  NGVD 29 (07/19/86) 1392.2    (m)         4568.     (f) VERT ANG       
 LO0964
 LO0964.Superseded values are not recommended for survey control.
 LO0964
 LO0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0964.See file dsdata.pdf to determine how the superseded data were derived.
 LO0964
 LO0964_MARKER: DS = TRIANGULATION STATION DISK
 LO0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0964_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 LO0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0964+STABILITY: SURFACE MOTION
 LO0964
 LO0964  HISTORY     - Date     Condition        Report By
 LO0964  HISTORY     - 1979     MONUMENTED       NGS
 LO0964
 LO0964                          STATION DESCRIPTION
 LO0964
 LO0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LO0964'STATION IS LOCATED ON NORTH SIDE OF A LOW HILL, ABOUT 3 MILES NORTH OF
 LO0964'WEST JORDAN, 4 MILES NORTHWEST OF MIDVALE, 1 MILE EAST OF KEARNS, 290
 LO0964'FEET NORTHWEST OF 6200 SOUTH-3200 WEST INTERSECTION, 17.4 FEET NORTH
 LO0964'OF NORTH SIDE OF A CHAIN LINK FENCE SURROUNDING TWO VERY LARGE WATER
 LO0964'TANKS AND ON COUNTY PROPERTY.
 LO0964'
 LO0964'STATION IS REACHED FROM THE 6200 SOUTH-3200 WEST INTERSECTION.  GO
 LO0964'WEST ON 6200 SOUTH FOR 0.05 MILE TO A ROAD RIGHT.  TURN RIGHT AND GO
 LO0964'NORTHWESTERLY ON ROAD FOR ABOUT 150 FEET TO A LOCKED GATE.  PASS
 LO0964'THROUGH GATE AND CONTINUE ON ROAD FOR ABOUT 200 FEET TO CHAIN LINK
 LO0964'FENCE CORNER ON RIGHT.  TURN RIGHT AND GO EASTERLY ALONG FENCE FOR
 LO0964'ABOUT 200 FEET TO STATION, AS DESCRIBED.
 LO0964'
 LO0964'1195+41 BOR MARK IS REACHED FROM THE INTERSECTION MENTIONED ABOVE.  GO
 LO0964'WEST ON 6200 SOUTH FOR 0.4 MILE TO CONCRETE SLAB AND MARK ON RIGHT, AS
 LO0964'DESCRIBED.
 LO0964'
 LO0964'STATION IS A STANDARD STATION MARK DISK, STAMPED---KEARNS 2 1979---SET
 LO0964'IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES, 210
 LO0964'FEET WEST OF 3200 WEST, 17.4 FEET NORTH OF A CHAIN LINK FENCE, 2 FEET
 LO0964'WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 LO0964'
 LO0964'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK, STAMPED---KEARNS
 LO0964'2 NO 4 1979--- SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 LO0964'ABOUT 3 INCHES, 4 FEET NORTH OF THE CHAIN LINK FENCE.
 LO0964'
 LO0964'REFERENCE MARK 5 IS A STANDARD REFERENCE MARK DISK, STAMPED---KEARNS
 LO0964'2 NO 5 1979---SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 LO0964'ABOUT 4 INCHES, 175 FEET WEST OF 3200 WEST, 4 FEET NORTH OF THE CHAIN
 LO0964'LINK FENCE.
 LO0964'
 LO0964'1195+41 MARK IS A BUREAU OF RECLAMATION BENCH MARK DISK,
 LO0964'STAMPED---1195+41 4547.792---CEMENTED IN A DRILL HOLE, IN THE TOP OF
 LO0964'A 24X24 FEET CONCRETE SLAB, 60 FEET SOUTH OF 6200 SOUTH, 30 FEET EAST
 LO0964'OF A SMALL CANAL, 6 FEET EAST OF THE WEST END OF THE CONCRETE SLAB.
 LO0964'
 LO0964'COUNTY WATER CONSERVATION OFFICE HAS KEY FOR LOCK ON GATE AT STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0959 ***********************************************************************
 LO0959  DESIGNATION -  KEARNS CO CONSERVANCY LGST TK
 LO0959  PID         -  LO0959
 LO0959  STATE/COUNTY-  UT/SALT LAKE
 LO0959  COUNTRY     -  US
 LO0959  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0959
 LO0959                         *CURRENT SURVEY CONTROL
 LO0959  ______________________________________________________________________
 LO0959* NAD 83(1994) POSITION- 40 38 21.76744(N) 111 58 00.23932(W)   ADJUSTED
 LO0959  ______________________________________________________________________
 LO0959  GEOID HEIGHT    -        -17.216 (meters)                     GEOID18
 LO0959  LAPLACE CORR    -          2.21  (seconds)                    DEFLEC18
 LO0959  HORZ ORDER      -  THIRD
 LO0959
 LO0959.The horizontal coordinates were established by classical geodetic methods
 LO0959.and adjusted by the National Geodetic Survey in November 1997.
 LO0959
 LO0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0959.GEOID18 height accuracy estimate available here.
 LO0959
 LO0959.Click photographs - Photos may exist for this station.
 LO0959
 LO0959.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0959
 LO0959. The following values were computed from the NAD 83(1994) position.
 LO0959
 LO0959;                    North         East     Units Scale Factor Converg.
 LO0959;SPC UT C     - 2,256,127.316   460,518.357   MT  0.99999737   -0 17 56.3
 LO0959;SPC UT C     - 7,401,977.70  1,510,883.98   sFT  0.99999737   -0 17 56.3
 LO0959;UTM  12      - 4,499,175.239   418,254.151   MT  0.99968225   -0 37 46.8
 LO0959
 LO0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1825499175(NAD 83)
 LO0959
 LO0959                          SUPERSEDED SURVEY CONTROL
 LO0959
 LO0959  NAD 83(1993)-  40 38 21.76712(N)    111 58 00.23795(W) AD(       ) 3
 LO0959  NAD 83(1986)-  40 38 21.75619(N)    111 58 00.23195(W) AD(       ) 3
 LO0959  NAD 27      -  40 38 21.94585(N)    111 57 57.45880(W) AD(       ) 3
 LO0959
 LO0959.Superseded values are not recommended for survey control.
 LO0959
 LO0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0959.See file dsdata.pdf to determine how the superseded data were derived.
 LO0959
 LO0959_MARKER: 51 = TANK
 LO0959
 LO0959  HISTORY     - Date     Condition        Report By
 LO0959  HISTORY     - 1973     FIRST OBSERVED   NGS
 LO0959
 LO0959                          STATION DESCRIPTION
 LO0959
 LO0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0959'THE POINT INTERSECTED WAS THE APEX OF THE VENT ATOP THE SALT
 LO0959'LAKE COUNTY, CONSERVANCY DISTRICT, WATER TANK THAT IS LOCATED
 LO0959'ABOUT 3 MILES WEST OF THE JUNCTION OF INTERSTATE HIGHWAYS 15 AND
 LO0959'215, 2 MILES NORTH-NORTHEAST OF SALT LAKE COUNTY AIRPORT
 LO0959'NO. 2 AND NEAR THE INTERSECTION OF 3200 WEST AND 6200 SOUTH.  THE
 LO0959'TANK IS THE LARGEST ONE OF THREE IN THE IMMEDIATE AREA, PAINTED
 LO0959'A LIGHT CREAM COLOR, IS UNELEVATED AND ABOUT 70 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0443 ***********************************************************************
 KO0443  DESIGNATION -  KEG
 KO0443  PID         -  KO0443
 KO0443  STATE/COUNTY-  UT/JUAB
 KO0443  COUNTRY     -  US
 KO0443  USGS QUAD   -  KEG MOUNTAIN RANCH (2017)
 KO0443
 KO0443                         *CURRENT SURVEY CONTROL
 KO0443  ______________________________________________________________________
 KO0443* NAD 83(1994) POSITION- 39 47 20.40201(N) 112 50 28.34482(W)   ADJUSTED
 KO0443* NAVD 88 ORTHO HEIGHT -  2227.7   (meters)     7309.    (feet) VERTCON3
 KO0443  ______________________________________________________________________
 KO0443  GEOID HEIGHT    -        -18.824 (meters)                     GEOID18
 KO0443  LAPLACE CORR    -          5.92  (seconds)                    DEFLEC18
 KO0443  HORZ ORDER      -  FIRST
 KO0443
 KO0443.The horizontal coordinates were established by classical geodetic methods
 KO0443.and adjusted by the National Geodetic Survey in June 1998.
 KO0443
 KO0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0443
 KO0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0443.GEOID18 height accuracy estimate available here.
 KO0443
 KO0443.Click photographs - Photos may exist for this station.
 KO0443
 KO0443.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0443
 KO0443. The following values were computed from the NAD 83(1994) position.
 KO0443
 KO0443;                    North         East     Units Scale Factor Converg.
 KO0443;SPC UT C     - 2,162,467.097   385,133.325   MT  0.99989914   -0 51 32.9
 KO0443;SPC UT C     - 7,094,694.13  1,263,558.25   sFT  0.99989914   -0 51 32.9
 KO0443;UTM  12      - 4,405,960.161   342,347.494   MT  0.99990599   -1 10 42.8
 KO0443
 KO0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0443!SPC UT C     -   0.99965358  x   0.99989914  =   0.99955276
 KO0443!UTM  12      -   0.99965358  x   0.99990599  =   0.99955961
 KO0443
 KO0443:                Primary Azimuth Mark                     Grid Az
 KO0443:SPC UT C     -  KEG AZ MK                                030 58 21.7
 KO0443:UTM  12      -  KEG AZ MK                                031 17 31.6
 KO0443
 KO0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK4234705960(NAD 83)
 KO0443
 KO0443|---------------------------------------------------------------------|
 KO0443| PID    Reference Object                     Distance      Geod. Az  |
 KO0443|                                                           dddmmss.s |
 KO0443| CM4966 KEG AZ MK                                          0300648.8 |
 KO0443| CM4967 KEG RM 1                              9.754 METERS 07939     |
 KO0443| CM4968 KEG RM 2                              5.044 METERS 14648     |
 KO0443|---------------------------------------------------------------------|
 KO0443
 KO0443                          SUPERSEDED SURVEY CONTROL
 KO0443
 KO0443  NAD 83(1986)-  39 47 20.39381(N)    112 50 28.33250(W) AD(       ) 1
 KO0443  NAD 27      -  39 47 20.59070(N)    112 50 25.47147(W) AD(       ) 1
 KO0443  NGVD 29 (07/19/86) 2226.5    (m)         7305.     (f) VERT ANG       
 KO0443
 KO0443.Superseded values are not recommended for survey control.
 KO0443
 KO0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0443.See file dsdata.pdf to determine how the superseded data were derived.
 KO0443
 KO0443_MARKER: DS = TRIANGULATION STATION DISK
 KO0443_SETTING: 66 = SET IN ROCK OUTCROP
 KO0443_STAMPING: KEG 1965
 KO0443_MARK LOGO: CGS
 KO0443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0443+STABILITY: POSITION/ELEVATION WELL
 KO0443
 KO0443  HISTORY     - Date     Condition        Report By
 KO0443  HISTORY     - 1965     MONUMENTED       CGS
 KO0443
 KO0443                          STATION DESCRIPTION
 KO0443
 KO0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 KO0443'THE STATION IS LOCATED ABOUT 40 MILES WEST-SOUTHWEST OF EUREKA,
 KO0443'36 MILES NORTHWEST OF DELTA, 36 MILES SOUTHEAST OF THE DUGWAY
 KO0443'PROVING GROUND AND ON THE SOUTHWEST EDGE OF THE HIGHEST POINT
 KO0443'OF KEG MOUNTAIN.
 KO0443'
 KO0443'TO REACH THE STATION FROM THE MAIN GUARD GATE AT DUGWAY (ENGLISH
 KO0443'VILLAGE), GO SOUTHERLY ON A GRAVEL ROAD FOR 6.7 MILES TO A FORK,
 KO0443'TAKE THE RIGHT FORK AND CONTINUE SOUTHERLY ON A GRAVEL ROAD FOR
 KO0443'4.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO WESTERLY ON A
 KO0443'BLADED, GRAVEL ROAD FOR 18.8 MILES TO A SIDE ROAD LEFT AT TABLE
 KO0443'MOUNTAIN AND SIGN KEG SPRINGS.  TURN LEFT AND GO SOUTH ON A
 KO0443'BLADED ROAD FOR 5.3 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 KO0443'CONTINUE SOUTHWEST ON A BLADED ROAD FOR 5.3 MILES TO A REVERSE
 KO0443'FORK.  TURN SHARP LEFT AND GO EASTERLY ON A BLADED ROAD FOR
 KO0443'4.6 MILES TO A REVERSE FORK.  TURN SHARP LEFT AND GO 0.45
 KO0443'MILE ON A BLADED ROAD TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 KO0443'GO SOUTHERLY ON A BLADED ROAD, OVER THE KEG MOUNTAIN PASS,
 KO0443'FOR 3.5 MILES TO A REVERSE FORK.  TURN SHARP LEFT AND GO
 KO0443'NORTHEASTERLY ON A TRACK ROAD FOR 0.8 MILE TO A FORK.
 KO0443'TAKE THE RIGHT FORK AND CONTINUE NORTHEAST UP A DRAW FOR
 KO0443'1.45 MILES TO A FORK.  KEEP THE RIGHT FORK AND CONTINUE
 KO0443'NORTHEAST UP A DRAW FOR 0.45 MILE TO THE END OF TRUCK
 KO0443'TRAVEL.  PACK EAST AND NORTH TO THE TOP OF THE MOUNTAIN
 KO0443'AND THE STATION.  A 2-HOUR PACK.
 KO0443'
 KO0443'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK NORTHEAST
 KO0443'ALONG THE RIDGE FOR A DISTANCE OF ABOUT 3/4 MILE TO THE NORTH
 KO0443'ONE OF TWO OUTCROPS WHICH PROJECTS ABOUT 10 FEET AND THE
 KO0443'MARK AS DESCRIBED.
 KO0443'
 KO0443'STATION MARK IS A STANDARD DISK, STAMPED KEG 1965, CEMENTED
 KO0443'IN A DRILL HOLE IN AN OUTCROP WHICH PROJECTS ABOUT 3 INCHES
 KO0443'ABOVE THE GROUND SURFACE AND IS ON THE SOUTHWEST EDGE OF THE
 KO0443'HIGHEST POINT OF THE MOUNTAIN.
 KO0443'
 KO0443'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KEG NO 1 1965,
 KO0443'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS FLUSH WITH
 KO0443'THE GROUND SURFACE AND IS ABOUT THE SAME ELEVATION AS THE
 KO0443'STATION.
 KO0443'
 KO0443'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KEG NO 2 1965,
 KO0443'CEMENTED IN A DRILL HOLE IN AN OUTCROP AND IS ABOUT THE SAME
 KO0443'ELEVATION AS THE STATION.
 KO0443'
 KO0443'AZIMUTH MARK IS A STANDARD DISK, STAMPED KEG 1965, CEMENTED
 KO0443'IN A DRILL HOLE IN AN OUTCROP WHICH PROJECTS ABOUT 10 FEET
 KO0443'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0415 ***********************************************************************
 JN0415  DESIGNATION -  KEG KNOLL
 JN0415  PID         -  JN0415
 JN0415  STATE/COUNTY-  UT/EMERY
 JN0415  COUNTRY     -  US
 JN0415  USGS QUAD   -  KEG KNOLL (2017)
 JN0415
 JN0415                         *CURRENT SURVEY CONTROL
 JN0415  ______________________________________________________________________
 JN0415* NAD 83(1994) POSITION- 38 33 01.40291(N) 110 07 46.55905(W)   ADJUSTED
 JN0415* NAVD 88 ORTHO HEIGHT -  1621.6   (meters)     5320.    (feet) VERTCON3
 JN0415  ______________________________________________________________________
 JN0415  GEOID HEIGHT    -        -20.453 (meters)                     GEOID18
 JN0415  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 JN0415  HORZ ORDER      -  SECOND
 JN0415
 JN0415.The horizontal coordinates were established by classical geodetic methods
 JN0415.and adjusted by the National Geodetic Survey in November 1997.
 JN0415
 JN0415.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0415
 JN0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0415.GEOID18 height accuracy estimate available here.
 JN0415
 JN0415.Click photographs - Photos may exist for this station.
 JN0415
 JN0415.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0415
 JN0415. The following values were computed from the NAD 83(1994) position.
 JN0415
 JN0415;                    North         East     Units Scale Factor Converg.
 JN0415;SPC UT C     - 2,025,014.199   619,473.436   MT  1.00014762   +0 52 40.3
 JN0415;SPC UT C     - 6,643,734.08  2,032,389.10   sFT  1.00014762   +0 52 40.3
 JN0415;SPC UT S     - 3,209,948.210   619,461.059   MT  1.00004068   +0 50 22.7
 JN0415;SPC UT S     -10,531,305.09  2,032,348.49   sFT  1.00004068   +0 50 22.7
 JN0415;UTM  12      - 4,267,243.808   575,844.805   MT  0.99967084   +0 32 32.9
 JN0415
 JN0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0415!SPC UT C     -   0.99974883  x   1.00014762  =   0.99989641
 JN0415!SPC UT S     -   0.99974883  x   1.00004068  =   0.99978950
 JN0415!UTM  12      -   0.99974883  x   0.99967084  =   0.99941975
 JN0415
 JN0415:                Primary Azimuth Mark                     Grid Az
 JN0415:SPC UT C     -  KEG KNOLL AZ MK                          303 44 36.2
 JN0415:SPC UT S     -  KEG KNOLL AZ MK                          303 46 53.8
 JN0415:UTM  12      -  KEG KNOLL AZ MK                          304 04 43.6
 JN0415
 JN0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH7584467243(NAD 83)
 JN0415
 JN0415|---------------------------------------------------------------------|
 JN0415| PID    Reference Object                     Distance      Geod. Az  |
 JN0415|                                                           dddmmss.s |
 JN0415| CM7524 KEG KNOLL RM 1                        2.775 METERS 03524     |
 JN0415| JM0577 BEEHIVE SHAPED BUTTE                APPROX.24.0 KM 1000559.9 |
 JN0415| CM7525 KEG KNOLL RM 2                        8.127 METERS 11532     |
 JN0415| CM7523 KEG KNOLL AZ MK                                    3043716.5 |
 JN0415|---------------------------------------------------------------------|
 JN0415
 JN0415                          SUPERSEDED SURVEY CONTROL
 JN0415
 JN0415  NAD 83(1986)-  38 33 01.39201(N)    110 07 46.55625(W) AD(       ) 2
 JN0415  NAD 27      -  38 33 01.46278(N)    110 07 44.09160(W) AD(       ) 2
 JN0415  NGVD 29 (07/19/86) 1620.6    (m)         5317.     (f) VERT ANG       
 JN0415
 JN0415.Superseded values are not recommended for survey control.
 JN0415
 JN0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0415.See file dsdata.pdf to determine how the superseded data were derived.
 JN0415
 JN0415_MARKER: DS = TRIANGULATION STATION DISK
 JN0415_SETTING: 66 = SET IN ROCK OUTCROP
 JN0415_STAMPING: KEG KNOLL 1938
 JN0415_MARK LOGO: CGS
 JN0415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0415+STABILITY: POSITION/ELEVATION WELL
 JN0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0415+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2021
 JN0415
 JN0415  HISTORY     - Date     Condition        Report By
 JN0415  HISTORY     - 1938     MONUMENTED       CGS
 JN0415  HISTORY     - 1953     GOOD             USGS
 JN0415  HISTORY     - 1958     GOOD             CGS
 JN0415  HISTORY     - 1960     GOOD             USGS
 JN0415  HISTORY     - 1963     GOOD             CGS
 JN0415  HISTORY     - 20210926 GOOD             INDIV
 JN0415
 JN0415                          STATION DESCRIPTION
 JN0415
 JN0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JN0415'ABOUT 31.0 MILES S OF GREEN RIVER, UTAH, ON W RIM OF BARRIER
 JN0415'CANYON AND ABOUT 5.0 MILES N OF A FORK IN ROAD KNOWN LOCALLY
 JN0415'AS MAIL BOX FORK WHICH IS APPROXIMATELY ON EMERY-WAYNE COUNTY
 JN0415'LINE.  STATION IS LCOATED ON N END OF A RED ROCK MESA ABOUT
 JN0415'1/4 MILE LONG WITH SHARP CLIFFS ON ALL SIDES.  IT IS ABOUT
 JN0415'75 FEET HIGHER THAN SURROUNDING RIDGES.
 JN0415'
 JN0415'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 JN0415'DISKS IN OUTCROPPING BEDROCK AS DESCRIBED.
 JN0415'
 JN0415'TO REACH STATION FROM GREEN RIVER, UTAH, GO E 0.1 MILE AND S
 JN0415'0.1 MILE ON U.S. 50 TO A GASOLINE SERVICE STATION WHERE
 JN0415'HIGHWAY TURNS E.  HERE LEAVE HIGHWAY AND FOLLOW A DIRT ROAD
 JN0415'ALONG RR TRACKS 0.2 MILE TO A POINT WHERE ROAD CROSSES TRACKS.
 JN0415'CROSS TRACKS AND GO S 0.1 MILE TO A FORK IN A WASH.  THENCE
 JN0415'TAKE EXTREME R FORK WHICH IS ROAD TO HANKSVILLE, UTAH, AND
 JN0415'FOLLOW MAIN-TRAVELED ROAD (GRADED) 2.4 MILES TO A FORK.  THENCE
 JN0415'TAKE L FORK AND FOLLOW MAIN-TRACK ROAD 14.7 MILES TO A POINT
 JN0415'WHERE ROAD IS RUNNING EASTERLY ON A FLAT-TOP RIDGE.  THENCE
 JN0415'KEEP STRAIGHT AHEAD 3.0 MILES ON MAIN-TRAVELED ROAD TO A
 JN0415'FORK AT EDGE OF HILL.  THIS FORK IS A SWITCH-BACK AND
 JN0415'CUT-OFF.  TAKE L FORK GOING INTO STATION AND FOLLOW
 JN0415'SWITCH-BACK OUT FROM STATION.  THENCE FOLLOW
 JN0415'MAIN-TRAVELED ROAD DOWN A WASH AND ACROSS FLAT ABOUT 2.6
 JN0415'MILES TO WHERE ROAD CONVERGE IN BOTTOM OF WASH.  HERE
 JN0415'KEEP TO R DOWN WASH ABOUT 0.15 MILE TO BRIDGE ACROSS SAN
 JN0415'RAFAEL RIVER.  CROSS BRIDGE AND FOLLOW MAIN-TRAVELED
 JN0415'ROAD SOUTHERLY ACROSS WASHES, GULLIES, AND SANDSTONE
 JN0415'RIDGE, FINALLY COMING OUT ON TOP OF ROLLING BENCHLAND AND
 JN0415'TOTAL DISTANCE OF 12.2 MILES TO A DIM FORK.  THENCE KEEP R
 JN0415'FORK, MAIN-TRAVELED ROAD, SOUTHEASTERLY 1.0 MILE TO ANOTHER
 JN0415'FORK.  HERE AGAIN KEEP R FORK, MAIN-TRAVELED ROAD, AND CONTINUE
 JN0415'2.3 MILES TO A TURN IN ROAD AND AN OLD ROAD COMING IN FROM
 JN0415'L.  THERE IS A 3-FOOT, IRON, GEAR WHEEL ON R SIDE OF ROAD.
 JN0415'THENCE CONTINUE SOUTHERLY ON MAIN-TRAVELED ROAD 0.1 MILE.  HERE
 JN0415'LEAVE ROAD, TURN SHARP L, EASTERLY, AND GO ACROSS COUNTRY
 JN0415'ABOUT 0.2 MILE TO TOP OF THIS RIDGE ABOUT 0.3 MILE TO END OF
 JN0415'RIDGE AND AZIMUTH MARK TO L AND BELOW END OF RIDGE.  FROM
 JN0415'HERE PICK WAY ACROSS EXPOSED, SANDSTONE BEDROCK EASTERLY
 JN0415'ABOUT 1/4 MILE.  HERE CROSS A SANDY WASH AND PICK WAY TO TOP
 JN0415'OF A SMALL HILL BEYOND.  THENCE CONTINUE EASTERLY ABOUT 1.0
 JN0415'MILE TO FOOT OF HILL AND END OF TRUCK TRAVEL.  PACK UP
 JN0415'SANDSTONE LEDGES A SHORT DISTANCE TO STATION.
 JN0415'
 JN0415'REFERENCE MARK NO. 1 IS NNE OF STATION ABOUT SAME ELEVATION.
 JN0415'REFERENCE MARK NO. 2 IS ESE OF STATION ABOUT AT SAME ELEVATION.
 JN0415'AZIMUTH MARK IS ABOUT 1 MILE SSW OF STATION AND ABOUT 150
 JN0415'FEET LOWER IN ELEVATION.  IT IS LOCATED IN EXPOSED BROWN
 JN0415'SANDSTONE BEDROCK.
 JN0415'
 JN0415'THIS STATION IS ABOUT A 5-MINUTE PACK.
 JN0415
 JN0415                          STATION RECOVERY (1953)
 JN0415
 JN0415'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 JN0415'RECOVERED.
 JN0415
 JN0415                          STATION RECOVERY (1958)
 JN0415
 JN0415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JDA)
 JN0415'THE STATION AND REFERENCE MARKS WERE RECOVERED AND IN GOOD
 JN0415'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND BUT MAY BE INTACT.
 JN0415'ACCORDING TO DIRECTION, THE MARK SHOULD BE WEST-NORTHWEST
 JN0415'OF THE STATION INSTEAD OF SOUTH-SOUTHWEST AS PER ORIGINAL
 JN0415'DESCRIPTION.
 JN0415'
 JN0415'THIS IS NOW A DRIVE STATION (4-WHEEL).  SEE RECONNAISSANCE
 JN0415'DESCRIPTION FOR MORE DIRECT AND COMPLETE ROUTE FROM GREEN
 JN0415'RIVER.
 JN0415
 JN0415                          STATION RECOVERY (1960)
 JN0415
 JN0415'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JN0415'STATION REACHED BY HELICOPTER.
 JN0415'
 JN0415'STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
 JN0415
 JN0415                          STATION RECOVERY (1963)
 JN0415
 JN0415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JN0415'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 JN0415'IN GOOD CONDITION.  A THOROUGH SEARCH WAS MADE FOR THE AZIMUTH
 JN0415'MARK WITHOUT RECOVERY.  A NEW AZIMUTH MARK WAS ESTABLISHED
 JN0415'IN THE APPROXIMATE SAME LOCATION AS THE ORIGINAL.
 JN0415'
 JN0415'A DISCREPANCY IN THE DISTANCE TO REFERENCE MARK 2 AND IN THE
 JN0415'DIRECTIONS TO BOTH REFERENCE MARKS WAS NOTED AND VERIFIED
 JN0415'IN THE FIELD.
 JN0415'
 JN0415'THE STATION IS LOCATED ABOUT 32 MILES EAST-NORTHEAST OF
 JN0415'HANKSVILLE, 31 MILES SOUTH OF GREEN RIVER, 5 MILES SOUTHWEST
 JN0415'OF DEADMAN POINT ON THE GREEN RIVER, 3-1/2 MILES NORTH OF THE
 JN0415'EMERY-WAYNE COUNTY LINE AND ON THE NORTH END OF A RED ROCK
 JN0415'MESA THAT IS ABOUT 1/4 MILE LONG.  IT HAS SHARP CLIFFS ON ALL
 JN0415'SIDES AND IS ABOUT 75 FEET HIGHER THAN THE SURROUNDING TERRAIN.
 JN0415'
 JN0415'TO REACH THE STATION FROM THE RAILROAD CROSSING ABOUT 1/2
 JN0415'MILES SOUTHEAST OF THE POST OFFICE IN GREEN RIVER, GO SOUTH
 JN0415'ACROSS RAILROAD TRACKS FOR 0.1 MILE TO FORKS AT SOUTH SIDE
 JN0415'OF CREEK.  TAKE RIGHT FORK ON BLADED ROAD, STRAIGHT AHEAD
 JN0415'SOUTHERLY FOR 2.4 MILES TO FORK.  KEEP LEFT FORK (MAIN ROAD) FOR
 JN0415'19.8 MILES TO BRIDGE OVER SAN RAFAEL RIVER.  CONTINUE ON
 JN0415'MAIN ROAD FOR 7.6 MILES TO A Y-INTERSECTION AND SIGN SAUCER
 JN0415'BASIN WELL.  KEEP LEFT FORK FOR 3.2 MILES TO FORK NEAR
 JN0415'SUMMIT OF GRADE.  KEEP LEFT FORK, SOUTHERLY, FOR 1.4
 JN0415'MILES TO CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 2.7 MILES TO
 JN0415'WHERE OLD ROAD COMES IN FROM LEFT, CONTINUE SOUTHERLY
 JN0415'FOR 0.2 MILE TO A TRACK ROAD LEFT.  TURN LEFT, EAST, ON TRACK
 JN0415'ROAD FOR 0.3 MILE TO POINT OPPOSITE LOW RIDGE AND
 JN0415'VICINITY OF AZIMUTH MARK.  CONTINUE EAST FOR 1.2 MILES TO FORK,
 JN0415'KEEP RIGHT FORK EAST FOR 100 YARDS.  THE STATION IS ON THE
 JN0415'NORTH END OF THE RIDGE DIRECTLY AHEAD.  TURN RIGHT AND GO
 JN0415'SOUTH ON VERY DIM TRACKS ALONG THE BASE OF THE RIM
 JN0415'(ABOUT 75 YARDS WEST OF THE BASE) TO A BLADED STRIP
 JN0415'LEADING UP TO THE TOP OF THE RIDGE NEAR THE SOUTH END.  THEN
 JN0415'TURN LEFT AND GO NORTH ALONG THE TOP OF THE RIDGE TO THE
 JN0415'NORTH END AND STATION.
 JN0415'
 JN0415'THE STATION MARK IS A STANDARD DISK, STAMPED KEG KNOLL 1938,
 JN0415'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS APPROXIMATELY 3
 JN0415'INCHES BELOW THE GROUND SURFACE.  IT IS 28 FEET WEST OF THE
 JN0415'EAST EDGE OF THE MESA AND 11 FEET SOUTH OF THE NORTH EDGE
 JN0415'OF THE MESA.
 JN0415'
 JN0415'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KEG KNOLL NO 1
 JN0415'1938, CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 2-1/2 FEET
 JN0415'SOUTH OF THE NORTH EDGE OF THE MESA.
 JN0415'
 JN0415'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KEG KNOLL NO 2
 JN0415'1938, CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 2 FEET WEST
 JN0415'OF THE EAST EDGE OF THE MESA AND AT ABOUT THE SAME ELEVATION
 JN0415'AS THE STATION.
 JN0415'
 JN0415'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KEG KNOLL 1963,
 JN0415'CEMENTED IN A DRILL HOLE IN A SANDSTONE OUTCROP ABOUT 150
 JN0415'FEET LOWER IN ELEVATION THAN THE STATION.
 JN0415'
 JN0415'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 JN0415'ALONG THE ROAD FOR 1.0 MILE TO A DIM ROAD RIGHT.  TURN RIGHT
 JN0415'AND GO NORTH FOR ABOUT 150 YARDS TO THE MARK.
 JN0415
 JN0415                          STATION RECOVERY (2021)
 JN0415
 JN0415'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 JN0415'TO REACH FROM IH-70 IN UTAH TAKE EXIT 149 AND GO SOUTH ON UT-24 FOR
 JN0415'24.5 MI (39.4 KM) THEN TURN LEFT ONTO CR1010 AND GO 24 MI (38.6 KM) TO
 JN0415'AN INTERSECTION.  PASS THROUGH THE INTERSECTION AND CONTINUE ON CR1010
 JN0415'FOR ANOTHER 10.5 MI (16.9 KM).  THEN TURN RIGHT ONTO CR1026 ND GO 1.6
 JN0415'MI (2.6 KM).  FROM HERE HIKE SOUTH AND SCRAMBLE UP THE NORTH FACE TO
 JN0415'THE TOP AND STATION, ABOUT 800 FT (243.8 M).  THE STATION MARK WAS
 JN0415'LEFT UNCOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0761 ***********************************************************************
 MS0761  DESIGNATION -  KELTON
 MS0761  PID         -  MS0761
 MS0761  STATE/COUNTY-  UT/BOX ELDER
 MS0761  COUNTRY     -  US
 MS0761  USGS QUAD   -  RUSSIAN KNOLL (2017)
 MS0761
 MS0761                         *CURRENT SURVEY CONTROL
 MS0761  ______________________________________________________________________
 MS0761* NAD 83(1994) POSITION- 41 41 44.05437(N) 113 15 06.25528(W)   ADJUSTED
 MS0761* NAVD 88 ORTHO HEIGHT -  1692.1   (meters)     5551.    (feet) VERTCON3
 MS0761  ______________________________________________________________________
 MS0761  GEOID HEIGHT    -        -15.652 (meters)                     GEOID18
 MS0761  LAPLACE CORR    -          1.27  (seconds)                    DEFLEC18
 MS0761  HORZ ORDER      -  SECOND
 MS0761
 MS0761.The horizontal coordinates were established by classical geodetic methods
 MS0761.and adjusted by the National Geodetic Survey in November 1997.
 MS0761
 MS0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0761
 MS0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0761.GEOID18 height accuracy estimate available here.
 MS0761
 MS0761.Click photographs - Photos may exist for this station.
 MS0761
 MS0761.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0761
 MS0761. The following values were computed from the NAD 83(1994) position.
 MS0761
 MS0761;                    North         East     Units Scale Factor Converg.
 MS0761;SPC UT N     - 1,152,750.196   354,189.295   MT  0.99998693   -1 09 18.1
 MS0761;SPC UT N     - 3,781,981.27  1,162,036.05   sFT  0.99998693   -1 09 18.1
 MS0761;UTM  12      - 4,618,426.486   312,624.609   MT  1.00003207   -1 29 53.6
 MS0761
 MS0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0761!SPC UT N     -   0.99973712  x   0.99998693  =   0.99972406
 MS0761!UTM  12      -   0.99973712  x   1.00003207  =   0.99976919
 MS0761
 MS0761:                Primary Azimuth Mark                     Grid Az
 MS0761:SPC UT N     -  HARDUP                                   050 53 27.2
 MS0761:UTM  12      -  HARDUP                                   051 14 02.7
 MS0761
 MS0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM1262418426(NAD 83)
 MS0761
 MS0761|---------------------------------------------------------------------|
 MS0761| PID    Reference Object                     Distance      Geod. Az  |
 MS0761|                                                           dddmmss.s |
 MS0761| MS0757 HARDUP                              APPROX.23.9 KM 0494409.1 |
 MS0761| CM4972 KELTON RM 2                          24.152 METERS 11852     |
 MS0761| CM4971 KELTON RM 1                          13.338 METERS 22101     |
 MS0761|---------------------------------------------------------------------|
 MS0761
 MS0761                          SUPERSEDED SURVEY CONTROL
 MS0761
 MS0761  NAD 83(1986)-  41 41 44.04396(N)    113 15 06.23866(W) AD(       ) 2
 MS0761  NAD 27      -  41 41 44.32606(N)    113 15 03.26235(W) AD(       ) 2
 MS0761  NGVD 29 (07/19/86) 1691.0    (m)         5548.     (f) VERT ANG       
 MS0761
 MS0761.Superseded values are not recommended for survey control.
 MS0761
 MS0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0761.See file dsdata.pdf to determine how the superseded data were derived.
 MS0761
 MS0761_MARKER: DD = SURVEY DISK
 MS0761_SETTING: 66 = SET IN ROCK OUTCROP
 MS0761_STAMPING: KELTON 1957
 MS0761_MARK LOGO: USGS
 MS0761_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0761+STABILITY: POSITION/ELEVATION WELL
 MS0761
 MS0761  HISTORY     - Date     Condition        Report By
 MS0761  HISTORY     - 1957     MONUMENTED       USGS
 MS0761  HISTORY     - 1968     GOOD             USGS
 MS0761
 MS0761                          STATION DESCRIPTION
 MS0761
 MS0761'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 MS0761'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 41113-1,
 MS0761'STATION 1007.
 MS0761'LOCATED ABOUT 23 MI. S. OF STREVELL, IDAHO AND 13 MI. SE. OF ROSETTE,
 MS0761'UTAH, ON THE HIGHEST POINT OF A N-S. RIDGE.
 MS0761'TO REACH FROM OLD TOWNSITE OF KELTON TAKE MAIN-TRAVELED RD. SW. (RD.
 MS0761'TO LUCIN) 0.2 MI. TO RD. FORK, TAKE LEFT FORK AND CONTINUE SW. ON
 MS0761'MAIN-TRAVELED RD. 2.5 MI. TO RD. FORK AND SIGN --HOGUP 35, LUCIN 58--,
 MS0761'TAKE RIGHT FORK AND CONTINUE SW. ON MAIN RD. 5.9 MI. TO TOP OF RIDGE
 MS0761'AND RD. FORK, LEAVE MAIN RD., TAKE RIGHT FORK N. 1.7 MI. TO RD. FORK,
 MS0761'TAKE LEFT FORK 0.6 MI. TO RD. FORK, TAKE LEFT FORK 0.2 MI. TO RD.
 MS0761'FORK, TAKE DIM TRACK RD. NW. UP RIDGE 0.6 MI. TO SUMMIT OF RIDGE AND
 MS0761'STATION.
 MS0761'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED---KELTON 1957---,
 MS0761'CEMENTED IN DRILL HOLE IN ROCK SHELF ABOUT 0.4 FT. BELOW SURROUNDING
 MS0761'SURFACE.
 MS0761'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET CEMENTED IN
 MS0761'BOULDER.
 MS0761'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET CEMENTED IN
 MS0761'BOULDER.
 MS0761
 MS0761                          STATION RECOVERY (1968)
 MS0761
 MS0761'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (WFM)
 MS0761'LOCATED ABOUT 23 MI. S OF STREVELL, IDAHO AND 13 MI. SE. OF
 MS0761'ROSETTE, UTAH.  ON THE HIGHEST POINT OF A N.-S. RIDGE.
 MS0761'
 MS0761'TO REACH FROM OLD TOWNSITE OF KELTON TAKE MAIN-TRAVELED RD.
 MS0761'SW. (RD. TO LUCIN) 0.2 MI. TO RD. FORK.  TAKE LEFT FORK AND
 MS0761'CONTINUE SW. ON MAIN-TRAVELED RD. 2.5 MI. TO RD. FORK AND
 MS0761'SIGN HOGUP 35, LUCIN 58.  TAKE RIGHT FORK AND CONTINUE SW. ON
 MS0761'MAIN RD. 5.9 MI. TO TOP OF RIDGE AND RD. FORK.  LEAVE MAIN RD.
 MS0761'TAKE RIGHT FORK N. 1.7 MI. TO RD. FORK.  TAKE LEFT FORK 0.6 MI.
 MS0761'TO RD. FORK.  TAKE LEFT FORK 0.2 MI. TO RD. FORK.  TAKE DIM
 MS0761'TRACK RD. NW. UP RIDGE 0.6 MI. TO SUMMIT OF RIDGE AND STATION.
 MS0761'
 MS0761'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED KELTON 1957
 MS0761'CEMENTED IN DRILL HOLE IN ROCK SHELF ABOUT 0.4 FT. BELOW
 MS0761'SURROUNDING SURFACE.
 MS0761'
 MS0761'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET CEMENTED
 MS0761'IN BOULDER.
 MS0761'
 MS0761'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET CEMENTED
 MS0761'IN BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DH7098 ***********************************************************************
 DH7098  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7098  DESIGNATION -  KENNECOTT1UT2005 CORS ARP
 DH7098  CORS_ID     -  P086
 DH7098  PID         -  DH7098
 DH7098  STATE/COUNTY-  UT/TOOELE
 DH7098  COUNTRY     -  US
 DH7098  USGS QUAD   -  MILLS JUNCTION (2017)
 DH7098
 DH7098                         *CURRENT SURVEY CONTROL
 DH7098  ______________________________________________________________________
 DH7098* NAD 83(2011) POSITION- 40 38 55.64322(N) 112 16 55.41207(W)   ADJUSTED
 DH7098* NAD 83(2011) ELLIP HT-  1342.210 (meters)        (04/??/25)   ADJUSTED
 DH7098* NAD 83(2011) EPOCH   -  2010.00
 DH7098  ______________________________________________________________________
 DH7098  GEOID HEIGHT    -        -17.367 (meters)                     GEOID18
 DH7098  NAD 83(2011) X  - -1,837,860.124 (meters)                     COMP
 DH7098  NAD 83(2011) Y  - -4,485,165.901 (meters)                     COMP
 DH7098  NAD 83(2011) Z  -  4,133,784.066 (meters)                     COMP
 DH7098
 DH7098  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7098  Standards:
 DH7098         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7098            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7098  -------------------------------------------------------------------
 DH7098  NETWORK    0.09   0.16           0.04   0.02   0.08     -0.43037500
 DH7098  -------------------------------------------------------------------
 DH7098
 DH7098.The coordinates were established by GPS observations
 DH7098.and adjusted by the National Geodetic Survey in April 2025.
 DH7098
 DH7098.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7098.been affixed to the stable North American Tectonic Plate. 
 DH7098
 DH7098.The coordinates are valid at the epoch date displayed above
 DH7098.which is a decimal equivalence of Year/Month/Day.
 DH7098
 DH7098.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DH7098.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DH7098.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DH7098.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DH7098.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DH7098.published epoch of 2010.00.
 DH7098
 DH7098.Additional information on MYCS is available at:
 DH7098.https://geodesy.noaa.gov/CORS/index.shtml
 DH7098
 DH7098.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7098.GEOID18 height accuracy estimate available here.
 DH7098
 DH7098.The PID for the CORS L1 Phase Center is DH7099.
 DH7098
 DH7098.Click photographs - Photos may exist for this station.
 DH7098
 DH7098.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7098
 DH7098.The ellipsoidal height was determined by GPS observations
 DH7098.and is referenced to NAD 83.
 DH7098
 DH7098. The following values were computed from the NAD 83(2011) position.
 DH7098
 DH7098;                    North         East     Units Scale Factor Converg.
 DH7098;SPC UT C     - 2,257,358.427   433,854.166   MT  0.99999970   -0 30 03.5
 DH7098;SPC UT C     - 7,406,016.77  1,423,403.21   sFT  0.99999970   -0 30 03.5
 DH7098;UTM  12      - 4,500,560.655   391,605.192   MT  0.99974462   -0 50 06.9
 DH7098
 DH7098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7098!SPC UT C     -   0.99978950  x   0.99999970  =   0.99978920
 DH7098!UTM  12      -   0.99978950  x   0.99974462  =   0.99953417
 DH7098
 DH7098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL9160500560(NAD 83)
 DH7098
 DH7098                          SUPERSEDED SURVEY CONTROL
 DH7098
 DH7098  NAD 83(2011)-  40 38 55.64338(N)    112 16 55.41227(W) AD(2010.00) c
 DH7098  ELLIP H (06/??/19) 1342.209  (m)                       GP(2010.00) c c
 DH7098  NAD 83(2011)-  40 38 55.64339(N)    112 16 55.41219(W) AD(2010.00) c
 DH7098  ELLIP H (08/??/11) 1342.214  (m)                       GP(2010.00) c c
 DH7098  NAD 83(CORS)-  40 38 55.64304(N)    112 16 55.41175(W) AD(2002.00) c
 DH7098  ELLIP H (11/??/05) 1342.195  (m)                       GP(2002.00) c c
 DH7098
 DH7098.Superseded values are not recommended for survey control.
 DH7098
 DH7098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7098.See file dsdata.pdf to determine how the superseded data were derived.
 DH7098
 DH7098_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7098
 DH7098                          STATION DESCRIPTION
 DH7098
 DH7098'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DH7098'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DH7098'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DH7098'AND LOG FILES ACCESSIBLE AT:
 DH7098'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DH7100 ***********************************************************************
 DH7100  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7100  DESIGNATION -  KENNECOTT1UT2005 CORS GRP
 DH7100  CORS_ID     -  P086
 DH7100  PID         -  DH7100
 DH7100  STATE/COUNTY-  UT/TOOELE
 DH7100  COUNTRY     -  US
 DH7100  USGS QUAD   -  MILLS JUNCTION (2017)
 DH7100
 DH7100                         *CURRENT SURVEY CONTROL
 DH7100  ______________________________________________________________________
 DH7100* NAD 83(2011) POSITION- 40 38 55.64322(N) 112 16 55.41207(W)   ADJUSTED
 DH7100* NAD 83(2011) ELLIP HT-  1342.202 (meters)        (04/??/25)   ADJUSTED
 DH7100* NAD 83(2011) EPOCH   -  2010.00
 DH7100  ______________________________________________________________________
 DH7100  GEOID HEIGHT    -        -17.367 (meters)                     GEOID18
 DH7100  NAD 83(2011) X  - -1,837,860.122 (meters)                     COMP
 DH7100  NAD 83(2011) Y  - -4,485,165.895 (meters)                     COMP
 DH7100  NAD 83(2011) Z  -  4,133,784.061 (meters)                     COMP
 DH7100  LAPLACE CORR    -          8.03  (seconds)                    DEFLEC18
 DH7100
 DH7100  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7100  Standards:
 DH7100         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7100            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7100  -------------------------------------------------------------------
 DH7100  NETWORK    0.09   0.16           0.04   0.02   0.08     -0.43037500
 DH7100  -------------------------------------------------------------------
 DH7100
 DH7100.The horizontal coordinates were established by GPS observations
 DH7100.and adjusted by the National Geodetic Survey in April 2025.
 DH7100
 DH7100.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7100.been affixed to the stable North American Tectonic Plate. 
 DH7100
 DH7100.The horizontal coordinates are valid at the epoch date displayed above
 DH7100.which is a decimal equivalence of Year/Month/Day.
 DH7100
 DH7100.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DH7100.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DH7100.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DH7100.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DH7100.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DH7100.published epoch of 2010.00.
 DH7100
 DH7100.Additional information on MYCS is available at:
 DH7100.https://geodesy.noaa.gov/CORS/index.shtml
 DH7100
 DH7100.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7100.GEOID18 height accuracy estimate available here.
 DH7100
 DH7100.Click photographs - Photos may exist for this station.
 DH7100
 DH7100.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7100
 DH7100.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH7100
 DH7100.The ellipsoidal height was determined by GPS observations
 DH7100.and is referenced to NAD 83.
 DH7100
 DH7100. The following values were computed from the NAD 83(2011) position.
 DH7100
 DH7100;                    North         East     Units Scale Factor Converg.
 DH7100;SPC UT C     - 2,257,358.427   433,854.166   MT  0.99999970   -0 30 03.5
 DH7100;SPC UT C     - 7,406,016.77  1,423,403.21   sFT  0.99999970   -0 30 03.5
 DH7100;UTM  12      - 4,500,560.655   391,605.192   MT  0.99974462   -0 50 06.9
 DH7100
 DH7100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7100!SPC UT C     -   0.99978950  x   0.99999970  =   0.99978920
 DH7100!UTM  12      -   0.99978950  x   0.99974462  =   0.99953417
 DH7100
 DH7100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL9160500560(NAD 83)
 DH7100
 DH7100                          SUPERSEDED SURVEY CONTROL
 DH7100
 DH7100  NAD 83(2011)-  40 38 55.64338(N)    112 16 55.41227(W) AD(2010.00) A
 DH7100  ELLIP H (06/??/19) 1342.201  (m)                       GP(2010.00) 4 1
 DH7100  NAD 83(2011)-  40 38 55.64339(N)    112 16 55.41219(W) AD(2010.00) A
 DH7100  ELLIP H (08/??/11) 1342.206  (m)                       GP(2010.00) 4 1
 DH7100  NAD 83(CORS)-  40 38 55.64304(N)    112 16 55.41175(W) AD(2002.00) A
 DH7100  ELLIP H (11/??/05) 1342.186  (m)                       GP(2002.00) 4 1
 DH7100
 DH7100.Superseded values are not recommended for survey control.
 DH7100
 DH7100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7100.See file dsdata.pdf to determine how the superseded data were derived.
 DH7100
 DH7100_STAMPING: UNKNOWN
 DH7100
 DH7100                          STATION DESCRIPTION
 DH7100
 DH7100'THIS MONUMENT IS ASSOCIATED WITH STATION 'P086'
 DH7100'AND IS A PART OF THE NOAA CORS NETWORK (NCN). LATEST INFORMATION
 DH7100'INCLUDING POSITIONS AND VEOCITIES ARE AVAILABLE IN THE COORDINATE
 DH7100'AND LOG FILES ACCESSIBLE AT:
 DH7100'https://geodesy.noaa.gov/CORS/index.shtml
 DH7100'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0371 ***********************************************************************
 LP0371  DESIGNATION -  KENT
 LP0371  PID         -  LP0371
 LP0371  STATE/COUNTY-  UT/SALT LAKE
 LP0371  COUNTRY     -  US
 LP0371  USGS QUAD   -  MAGNA (2017)
 LP0371
 LP0371                         *CURRENT SURVEY CONTROL
 LP0371  ______________________________________________________________________
 LP0371* NAD 83(1994) POSITION- 40 37 38.83236(N) 112 03 20.86375(W)   ADJUSTED
 LP0371* NAVD 88 ORTHO HEIGHT -  1605.6   (meters)     5268.    (feet) VERTCON3
 LP0371  ______________________________________________________________________
 LP0371  GEOID HEIGHT    -        -17.220 (meters)                     GEOID18
 LP0371  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 LP0371  HORZ ORDER      -  FIRST
 LP0371
 LP0371.The horizontal coordinates were established by classical geodetic methods
 LP0371.and adjusted by the National Geodetic Survey in November 1997.
 LP0371
 LP0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0371
 LP0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0371.GEOID18 height accuracy estimate available here.
 LP0371
 LP0371.Click photographs - Photos may exist for this station.
 LP0371
 LP0371.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0371
 LP0371. The following values were computed from the NAD 83(1994) position.
 LP0371
 LP0371;                    North         East     Units Scale Factor Converg.
 LP0371;SPC UT C     - 2,254,846.021   452,976.302   MT  0.99999447   -0 21 21.7
 LP0371;SPC UT C     - 7,397,773.99  1,486,139.75   sFT  0.99999447   -0 21 21.7
 LP0371;UTM  12      - 4,497,937.926   410,707.127   MT  0.99969814   -0 41 15.0
 LP0371
 LP0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0371!SPC UT C     -   0.99975090  x   0.99999447  =   0.99974537
 LP0371!UTM  12      -   0.99975090  x   0.99969814  =   0.99944911
 LP0371
 LP0371:                Primary Azimuth Mark                     Grid Az
 LP0371:SPC UT C     -  BACCHUS AF PLANT 81 TANK                 012 20 54.9
 LP0371:UTM  12      -  BACCHUS AF PLANT 81 TANK                 012 40 48.2
 LP0371
 LP0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1070797937(NAD 83)
 LP0371
 LP0371|---------------------------------------------------------------------|
 LP0371| PID    Reference Object                     Distance      Geod. Az  |
 LP0371|                                                           dddmmss.s |
 LP0371| LP0370 MAGNA HERCULES INC E TANK           APPROX. 3.0 KM 0082756.6 |
 LP0371| LP0357 BACCHUS AF PLANT 81 TANK            APPROX. 4.7 KM 0115933.2 |
 LP0371| CM4973 KENT RM 1                             5.519 METERS 19048     |
 LP0371| CM4974 KENT RM 2                            11.090 METERS 29858     |
 LP0371| LP0378 MAGNA HERCULES INC W TANK           APPROX. 3.8 KM 3375537.5 |
 LP0371| LP0373 MAGNA UP RR MICROWAVE               APPROX. 0.9 KM 3543555.4 |
 LP0371|---------------------------------------------------------------------|
 LP0371
 LP0371                          SUPERSEDED SURVEY CONTROL
 LP0371
 LP0371  NAD 83(1993)-  40 37 38.83105(N)    112 03 20.86245(W) AD(       ) 1
 LP0371  NAD 83(1986)-  40 37 38.82173(N)    112 03 20.85586(W) AD(       ) 1
 LP0371  NAD 27      -  40 37 39.01258(N)    112 03 18.07265(W) AD(       ) 1
 LP0371  NGVD 29 (07/19/86) 1604.6    (m)         5264.     (f) VERT ANG       
 LP0371
 LP0371.Superseded values are not recommended for survey control.
 LP0371
 LP0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0371.See file dsdata.pdf to determine how the superseded data were derived.
 LP0371
 LP0371_MARKER: DH = HORIZONTAL CONTROL DISK
 LP0371_SETTING: 80 = SET IN A BOULDER
 LP0371_STAMPING: KENT 1973
 LP0371_MARK LOGO: NGS
 LP0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0371+STABILITY: SURFACE MOTION
 LP0371
 LP0371  HISTORY     - Date     Condition        Report By
 LP0371  HISTORY     - 1973     MONUMENTED       NGS
 LP0371  HISTORY     - 20170812 GOOD             INDIV
 LP0371
 LP0371                          STATION DESCRIPTION
 LP0371
 LP0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LP0371'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF MAGNA, 5 MILES
 LP0371'WEST OF WEST JORDAN, 5 MILES NORTHEAST OF COPPERTON AND 0.2 MILE
 LP0371'WEST OF STATE HIGHWAY 111 ON A LOW RIDGE.
 LP0371'
 LP0371'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 111 AND
 LP0371'173, ABOUT 3 MILES SOUTH OF MAGNA, GO SOUTH ON STATE HIGHWAY 111
 LP0371'FOR 2.2 MILES TO A LOCKED GATE ON THE RIGHT.  (THE KEY CAN BE
 LP0371'OBTAINED FROM MR. A. L. RUSHTON, 5490 WEST 4100 SOUTH HUNTER
 LP0371'STREET, PHONE NUMBER 298-4433).  TURN RIGHT, PASS THROUGH THE
 LP0371'GATE AND GO SOUTHWESTERLY ON TRACK ROAD FOR 0.25 MILE TO THE
 LP0371'STATION ON THE RIGHT.
 LP0371'
 LP0371'THE STATION MARK IS A STANDARD DISK STAMPED KENT 1973, CEMENTED IN
 LP0371'THE TOP OF A 1 X 2-FOOT BOULDER THAT PROJECTS 2 INCHES ABOVE THE
 LP0371'GROUND.  IT IS 85 FEET NORTH OF A POWER POLE AND 73 FEET NORTH OF
 LP0371'THE CENTER OF THE TRACK ROAD.
 LP0371'
 LP0371'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KENT NO 1 1973,
 LP0371'CEMENTED IN THE TOP OF A 2 X 3-FOOT BOULDER THAT PROJECTS 1 FOOT
 LP0371'ABOVE THE GROUND.  IT IS 68 FEET NORTH OF THE POWER POLE AND 53
 LP0371'FEET NORTH OF THE CENTER OF THE TRACK ROAD.
 LP0371'
 LP0371'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KENT NO 2 1973,
 LP0371'CEMENTED IN THE TOP OF A 4 X 8-INCH BOULDER THAT PROJECTS 1 INCH
 LP0371'ABOVE THE GROUND.  IT IS 110 FEET NORTH OF THE POWER POLE AND 89
 LP0371'FEET NORTH OF THE CENTER OF THE TRACK ROAD.
 LP0371'
 LP0371'THE BACCHUS AF PLANT 81 TANK 1962 CAN BE USED AS AN AZIMUTH.
 LP0371
 LP0371                          STATION RECOVERY (2017)
 LP0371
 LP0371'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (JEC)
 LP0371'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 LP0371'GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0416 ***********************************************************************
 LP0416  DESIGNATION -  KERR
 LP0416  PID         -  LP0416
 LP0416  STATE/COUNTY-  UT/SALT LAKE
 LP0416  COUNTRY     -  US
 LP0416  USGS QUAD   -  FARNSWORTH PEAK (2017)
 LP0416
 LP0416                         *CURRENT SURVEY CONTROL
 LP0416  ______________________________________________________________________
 LP0416* NAD 83(1994) POSITION- 40 42 29.30912(N) 112 07 58.01049(W)   ADJUSTED
 LP0416* NAVD 88 ORTHO HEIGHT -  1696.5   (meters)     5566.    (feet) VERTCON3
 LP0416  ______________________________________________________________________
 LP0416  GEOID HEIGHT    -        -17.135 (meters)                     GEOID18
 LP0416  LAPLACE CORR    -         -4.83  (seconds)                    DEFLEC18
 LP0416  HORZ ORDER      -  FIRST
 LP0416
 LP0416.The horizontal coordinates were established by classical geodetic methods
 LP0416.and adjusted by the National Geodetic Survey in November 1997.
 LP0416
 LP0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0416
 LP0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0416.GEOID18 height accuracy estimate available here.
 LP0416
 LP0416.Click photographs - Photos may exist for this station.
 LP0416
 LP0416.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0416
 LP0416. The following values were computed from the NAD 83(1994) position.
 LP0416
 LP0416;                    North         East     Units Scale Factor Converg.
 LP0416;SPC UT C     - 2,263,849.313   446,526.375   MT  1.00001499   -0 24 19.2
 LP0416;SPC UT C     - 7,427,312.29  1,464,978.62   sFT  1.00001499   -0 24 19.2
 LP0416;UTM  12      - 4,506,975.790   404,311.468   MT  0.99971270   -0 44 19.9
 LP0416
 LP0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0416!SPC UT C     -   0.99973663  x   1.00001499  =   0.99975161
 LP0416!UTM  12      -   0.99973663  x   0.99971270  =   0.99944940
 LP0416
 LP0416:                Primary Azimuth Mark                     Grid Az
 LP0416:SPC UT C     -  KERR RM 3 AZIMUTH                        128 24 05.4
 LP0416:UTM  12      -  KERR RM 3 AZIMUTH                        128 44 06.1
 LP0416
 LP0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0431106975(NAD 83)
 LP0416
 LP0416|---------------------------------------------------------------------|
 LP0416| PID    Reference Object                     Distance      Geod. Az  |
 LP0416|                                                           dddmmss.s |
 LP0416| CM4982 KERR RM 1                             5.550 METERS 04020     |
 LP0416| LP0357 BACCHUS AF PLANT 81 TANK            APPROX. 8.7 KM 1201405.2 |
 LP0416| CM4984 KERR RM 3 AZIMUTH                                  1275946.2 |
 LP0416| LP0370 MAGNA HERCULES INC E TANK           APPROX. 9.2 KM 1304834.3 |
 LP0416| LP0378 MAGNA HERCULES INC W TANK           APPROX. 7.4 KM 1365442.6 |
 LP0416| LP0373 MAGNA UP RR MICROWAVE               APPROX.10.3 KM 1412752.8 |
 LP0416| CM4983 KERR RM 2                             7.791 METERS 28253     |
 LP0416|---------------------------------------------------------------------|
 LP0416
 LP0416                          SUPERSEDED SURVEY CONTROL
 LP0416
 LP0416  NAD 83(1993)-  40 42 29.30606(N)    112 07 58.00867(W) AD(       ) 1
 LP0416  NAD 83(1986)-  40 42 29.29870(N)    112 07 58.00222(W) AD(       ) 1
 LP0416  NAD 27      -  40 42 29.49451(N)    112 07 55.20809(W) AD(       ) 1
 LP0416  NGVD 29 (07/19/86) 1695.6    (m)         5563.     (f) VERT ANG       
 LP0416
 LP0416.Superseded values are not recommended for survey control.
 LP0416
 LP0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0416.See file dsdata.pdf to determine how the superseded data were derived.
 LP0416
 LP0416_MARKER: DH = HORIZONTAL CONTROL DISK
 LP0416_SETTING: 80 = SET IN A BOULDER
 LP0416_STAMPING: KERR 1973
 LP0416_MARK LOGO: NGS
 LP0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0416+STABILITY: SURFACE MOTION
 LP0416
 LP0416  HISTORY     - Date     Condition        Report By
 LP0416  HISTORY     - 1973     MONUMENTED       NGS
 LP0416
 LP0416                          STATION DESCRIPTION
 LP0416
 LP0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LP0416'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF KEARNS, 5 MILES
 LP0416'SOUTHEAST OF THE GREAT SALT LAKE, 2 MILES WEST OF MAGNA, 1.5 MILES
 LP0416'SOUTH-SOUTHWEST OF THE KENNECOTT BRAVO GUARD GATE AND ON THE
 LP0416'HIGHEST PART OF THE HILL.  STATION IS ON THE PROPERTY OF KENNECOTT
 LP0416'CORPORATION.
 LP0416'
 LP0416'TO REACH FROM MAGNA POST OFFICE, GO EAST ON 2700 SOUTH FOR 0.3
 LP0416'MILE TO 8400 WEST.  TURN LEFT AND GO NORTH FOR 0.4 MILE TO 2400
 LP0416'SOUTH.  TURN LEFT, GO WEST FOR 2.0 MILES TO THE KENNECOTT BRAVO
 LP0416'GUARD GATE.  PASS THROUGH THE GATE, THEN TURN LEFT AND GO
 LP0416'EASTERLY ON THE PAVED ROAD FOR 0.3 MILE TO A OFFICE BUILDING ON
 LP0416'LEFT.  CONTINUE SOUTHEAST UPHILL FOR 0.3 MILE TO A SMALL
 LP0416'BRIDGE.  CONTINUE SOUTHERLY ON THE PAVED ROAD FOR 0.6 MILE TO A
 LP0416'SIDE ROAD RIGHT.  KEEP LEFT AND GO FOR 0.5 MILE TO A DIAGONAL
 LP0416'CROSSROAD.  KEEP RIGHT AND GO SOUTHERLY, THEN NORTHERLY ON
 LP0416'THE WINDING PAVED ROAD FOR 1.2 MILES TO A FORK.  TAKE LEFT
 LP0416'FORK, PASSING SOUTH OF BUILDING NUMBER 21 FOR ABOUT 100
 LP0416'FEET TO REFERENCE MARK 3 IN THE CONCRETE WALKWAY ON
 LP0416'RIGHT.  CONTINUE WEST PASSING UNDER A CONVEYOR FOR 0.3 MILE TO A
 LP0416'T-ROAD.  TURN LEFT, GO SOUTH FOR 0.05 MILE TO A SIDE ROAD RIGHT.
 LP0416'TURN RIGHT, GO WEST FOR 0.05 MILE TO A RAILROAD TRACK.  CROSS,
 LP0416'GO SOUTH FOR ABOUT 50 FEET TO A REVERSE FORK.  TURN SHARP RIGHT
 LP0416'AND GO NORTHWEST UPHILL FOR 0.15 MILE TO A DIRT SIDE ROAD LEFT,
 LP0416'TURN LEFT, GO SOUTHERLY FOR 0.1 MILE TO A CROSSROAD.  CONTINUE
 LP0416'NORTHERLY UPHILL FOR 0.15 MILE TO A CURVE IN THE BLADED ROAD.
 LP0416'KEEP WESTERLY, THEN NORTHERLY UPHILL FOR 0.6 MILE TO THE END
 LP0416'OF TRUCK TRAVEL AT THIS TIME.  FROM HERE PACK NORTHERLY FOR ABOUT
 LP0416'0.2 MILE TO TOP OF HILL AND STATION.  NOTE, A
 LP0416'FOUR-WHEEL-DRIVE IS NEEDED THE LAST MILE, IT WOULD BE
 LP0416'POSSIBLE TO DRIVE ALL THE WAY TO THE STATION IN DRY
 LP0416'WEATHER.
 LP0416'
 LP0416'STATION MARK IS A STANDARD DISK STAMPED KERR 1973, SET IN A DRILL
 LP0416'HOLE IN A 2X2 - FOOT BOULDER THAT PROJECTS 6 INCHES ABOVE THE
 LP0416'GROUND SURFACE.  IT IS 47 FEET NORTH-NORTHWEST OF A 2-INCH METAL
 LP0416'PIPE THAT PROJECTS 6 INCHES ABOVE GROUND SURFACE, 23 FEET SOUTH OF
 LP0416'THE NORTH EDGE OF HILL AND 5.4 FEET WEST OF A METAL FLAGPOLE.
 LP0416'
 LP0416'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KERR NO 1 1973, SET IN
 LP0416'A DRILL HOLE IN A 2X3-FOOT BOULDER THAT PROJECTS 2 FEET ABOVE THE
 LP0416'GROUND SURFACE.  IT IS 59.5 FEET NORTH OF A 2-INCH METAL PIPE THAT
 LP0416'PROJECTS 6 INCHES ABOVE GROUND SURFACE, 14 FEET NORTH-NORTHEAST
 LP0416'OF THE METAL FLAGPOLE, 9 FEET SOUTH OF THE NORTH EDGE OF THE HILL
 LP0416'AND ABOUT THE SAME ELEVATION AS STATION.
 LP0416'
 LP0416'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KERR NO 2 1973, SET
 LP0416'IN A DRILL HOLE IN A 2X4-FOOT BOULDER THAT PROJECTS ABOUT 2 FEET
 LP0416'ABOVE THE GROUND SURFACE.  IT IS 61 FEET NORTHWEST OF A 2-INCH
 LP0416'METAL PIPE, 30 FEET WEST OF A FLAGPOLE, 15 FEET SOUTH OF THE
 LP0416'NORTH EDGE OF THE HILL AND ABOUT THE SAME ELEVATION AS STATION.
 LP0416'
 LP0416'REFERENCE MARK 3 IS A STANDARD REFERENCE DISK STAMPED AZ KERR NO
 LP0416'3 1973, SET IN A DRILL HOLE IN A CONCRETE WALKWAY.  IT IS 75 FEET
 LP0416'SOUTHWEST OF THE SOUTHWEST CORNER OF BUILDING NUMBER 22, 6 FEET
 LP0416'WEST OF THE EAST RAILING, 1 FOOT EAST OF THE WEST RAILING AND
 LP0416'FLUSH WITH THE SURFACE OF WALKWAY.  (THIS MARK WILL SERVE AS AN
 LP0416'AZIMUTH)
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0547 ***********************************************************************
 HO0547  DESIGNATION -  KIMBALL
 HO0547  PID         -  HO0547
 HO0547  STATE/COUNTY-  UT/KANE
 HO0547  COUNTRY     -  US
 HO0547  USGS QUAD   -  EIGHTMILE PASS (2017)
 HO0547
 HO0547                         *CURRENT SURVEY CONTROL
 HO0547  ______________________________________________________________________
 HO0547* NAD 83(1994) POSITION- 37 11 29.63122(N) 112 04 56.69714(W)   ADJUSTED
 HO0547* NAVD 88 ORTHO HEIGHT -  1993.6   (meters)     6541.    (feet) VERTCON3
 HO0547  ______________________________________________________________________
 HO0547  GEOID HEIGHT    -        -21.956 (meters)                     GEOID18
 HO0547  LAPLACE CORR    -         -4.21  (seconds)                    DEFLEC18
 HO0547  HORZ ORDER      -  THIRD
 HO0547
 HO0547.The horizontal coordinates were established by classical geodetic methods
 HO0547.and adjusted by the National Geodetic Survey in November 1997.
 HO0547
 HO0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0547
 HO0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0547.GEOID18 height accuracy estimate available here.
 HO0547
 HO0547.Click photographs - Photos may exist for this station.
 HO0547
 HO0547.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0547
 HO0547. The following values were computed from the NAD 83(1994) position.
 HO0547
 HO0547;                    North         East     Units Scale Factor Converg.
 HO0547;SPC UT S     - 3,058,416.024   448,288.641   MT  1.00000440   -0 21 24.6
 HO0547;SPC UT S     -10,034,153.24  1,470,760.32   sFT  1.00000440   -0 21 24.6
 HO0547;UTM  12      - 4,116,672.131   403,931.486   MT  0.99971369   -0 39 15.7
 HO0547
 HO0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0547!SPC UT S     -   0.99969070  x   1.00000440  =   0.99969509
 HO0547!UTM  12      -   0.99969070  x   0.99971369  =   0.99940447
 HO0547
 HO0547:                Primary Azimuth Mark                     Grid Az
 HO0547:SPC UT S     -  MOLL                                     015 42 31.8
 HO0547:UTM  12      -  MOLL                                     016 00 22.9
 HO0547
 HO0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0393116672(NAD 83)
 HO0547
 HO0547|---------------------------------------------------------------------|
 HO0547| PID    Reference Object                     Distance      Geod. Az  |
 HO0547|                                                           dddmmss.s |
 HO0547| HO0542 MOLL                                APPROX. 9.1 KM 0152107.2 |
 HO0547|---------------------------------------------------------------------|
 HO0547
 HO0547                          SUPERSEDED SURVEY CONTROL
 HO0547
 HO0547  NAD 83(1992)-  37 11 29.63029(N)    112 04 56.69726(W) AD(       ) 3
 HO0547  NAD 83(1986)-  37 11 29.62867(N)    112 04 56.69626(W) AD(       ) 3
 HO0547  NAD 27      -  37 11 29.69244(N)    112 04 54.02160(W) AD(       ) 3
 HO0547  NGVD 29 (07/19/86) 1992.5    (m)         6537.     (f) VERT ANG       
 HO0547
 HO0547.Superseded values are not recommended for survey control.
 HO0547
 HO0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0547.See file dsdata.pdf to determine how the superseded data were derived.
 HO0547
 HO0547_MARKER: DD = SURVEY DISK
 HO0547_SETTING: 66 = SET IN ROCK OUTCROP
 HO0547_STAMPING: KIMBALL 1954
 HO0547_MARK LOGO: USGS
 HO0547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0547+STABILITY: POSITION/ELEVATION WELL
 HO0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0547+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2021
 HO0547
 HO0547  HISTORY     - Date     Condition        Report By
 HO0547  HISTORY     - 1954     MONUMENTED       USGS
 HO0547  HISTORY     - 20210408 GOOD             INDIV
 HO0547
 HO0547                          STATION DESCRIPTION
 HO0547
 HO0547'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HO0547'LOCATED ABOUT 10.0 MI. WSW. OF THE CONFLUENCE OF THE PARIA RIVER AND
 HO0547'COTTONWOOD CREEK, 3.0 MI. NW. OF THE KANAB-ADAIRVILLE RD. 1.5 MI. NE.
 HO0547'OF BUCKSKIN CREEK, ON THE HIGHEST POINT NEAR THE E. END OF A SHARP
 HO0547'WEDGE SHAPED MESA, WITH A SCATTERING OF TREES ON TOP.  THIS MESA IS
 HO0547'ABOUT 0.75 MI. LONG IN AN E-W. DIRECTION AND ABOUT 150 YARDS WIDE.
 HO0547'STATION IS ON TOP OF SANDSTONE CAP-ROCK AT THE E. END OF THE MESA.
 HO0547'
 HO0547'STATION REACHED BY HELICOPTER.
 HO0547'
 HO0547'STATION MARK - STANDARD TABLET STAMPED ---KIMBALL 1954--- CEMENTED IN
 HO0547'SOLID ROCK OUTCROP.
 HO0547'
 HO0547'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER CEMENTED IN SOLID ROCK,
 HO0547'23.14 FT. FROM STATION MARK, N 14 DEG 29 MIN W.
 HO0547'
 HO0547'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER CEMENTED IN SOLID ROCK,
 HO0547'13.90 FT. FROM STATION MARK, S 82 DEG 31 MIN E.
 HO0547
 HO0547                          STATION RECOVERY (2021)
 HO0547
 HO0547'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 HO0547'TO REACH FROM KANAB UTAH TAKE US-89 SOUTH, IMMEDIATELY AFTER CROSSING
 HO0547'BUCKSKIN WASH AT VIRTUAL MILE MARKER 36.9 TURN LEFT ONTO A DIRT ROAD.
 HO0547'GO NORTH FOR 3.3 MI (5.3 KM) AND TURN RIGHT ONTO A JEEP TRAIL.  FOLLOW
 HO0547'THE TRAIL FOR 0.4 MI (0.6 KM) TO THE KING MINE AND END OF VEHICLE
 HO0547'TRAVEL.
 HO0547'
 HO0547'FROM HERE HIKE NORTH FOLLOWING A DRAIN, AFTER ABOUT 2000 FT (609.6 M)
 HO0547'GAIN A SLIGHT RIDGE AND ASCEND AIMING FOR THE WESTERN 1/3 OF THE
 HO0547'MOUNTAIN.  TAKE A DEBRIS RIB UP TO THE FIRST ROCK BAND AND CLIMB
 HO0547'THROUGH A WEAKNESS, THEN HEAD WESTERLY TO ANOTHER DEBRIS RIB THAT WILL
 HO0547'GAIN ACCESS ABOVE THE SECOND ROCK BAND.  FROM HERE HIKE WEST STAYING
 HO0547'NEAR THE LARGE ROCK BAND UNTIL REACHING THE WEST END OF THE MOUNTAIN.
 HO0547'NOW STAYING ON THE NORTH SIDE OF THE MOUNTAIN HIKE UP THROUGH A FEW
 HO0547'WEAKNESSES UNTIL REACHING THE TOP.  SCRAMBLE OVER OR AROUND LARGE
 HO0547'BOULDERS THAT PREDOMINATE THE WESTERN PART OF THE TOP.  THEN IT IS AN
 HO0547'EASY WALK FOR THE REMAINDER OF THE TOP TO THE HIGHPOINT AND THE
 HO0547'STATION.  BOTH REFERENCE MARKS CAN BE SEEN FROM THE STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0390 ***********************************************************************
 KO0390  DESIGNATION -  KIMBALL
 KO0390  PID         -  KO0390
 KO0390  STATE/COUNTY-  UT/UTAH
 KO0390  COUNTRY     -  US
 KO0390  USGS QUAD   -  TINTIC MOUNTAIN (2017)
 KO0390
 KO0390                         *CURRENT SURVEY CONTROL
 KO0390  ______________________________________________________________________
 KO0390* NAD 83(1994) POSITION- 39 49 10.87340(N) 112 04 07.51487(W)   ADJUSTED
 KO0390* NAVD 88 ORTHO HEIGHT -  2506.3   (meters)     8223.    (feet) VERTCON3
 KO0390  ______________________________________________________________________
 KO0390  GEOID HEIGHT    -        -17.656 (meters)                     GEOID18
 KO0390  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 KO0390  HORZ ORDER      -  FIRST
 KO0390
 KO0390.The horizontal coordinates were established by classical geodetic methods
 KO0390.and adjusted by the National Geodetic Survey in November 1997.
 KO0390
 KO0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0390
 KO0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0390.GEOID18 height accuracy estimate available here.
 KO0390
 KO0390.Click photographs - Photos may exist for this station.
 KO0390
 KO0390.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0390
 KO0390. The following values were computed from the NAD 83(1994) position.
 KO0390
 KO0390;                    North         East     Units Scale Factor Converg.
 KO0390;SPC UT C     - 2,165,167.480   451,309.638   MT  0.99989886   -0 21 51.6
 KO0390;SPC UT C     - 7,103,553.64  1,480,671.70   sFT  0.99989886   -0 21 51.6
 KO0390;UTM  12      - 4,408,290.894   408,530.999   MT  0.99970300   -0 41 04.0
 KO0390
 KO0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0390!SPC UT C     -   0.99960974  x   0.99989886  =   0.99950864
 KO0390!UTM  12      -   0.99960974  x   0.99970300  =   0.99931285
 KO0390
 KO0390:                Primary Azimuth Mark                     Grid Az
 KO0390:SPC UT C     -  KIMBALL AZ MK                            352 27 12.5
 KO0390:UTM  12      -  KIMBALL AZ MK                            352 46 24.9
 KO0390
 KO0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK0853008290(NAD 83)
 KO0390
 KO0390|---------------------------------------------------------------------|
 KO0390| PID    Reference Object                     Distance      Geod. Az  |
 KO0390|                                                           dddmmss.s |
 KO0390| CM4994 KIMBALL RM 1                          5.540 METERS 05826     |
 KO0390| CM4995 KIMBALL RM 2                          5.305 METERS 18653     |
 KO0390| CM4993 KIMBALL AZ MK                                      3520520.9 |
 KO0390|---------------------------------------------------------------------|
 KO0390
 KO0390                          SUPERSEDED SURVEY CONTROL
 KO0390
 KO0390  NAD 83(1993)-  39 49 10.87022(N)    112 04 07.51551(W) AD(       ) 1
 KO0390  NAD 83(1986)-  39 49 10.85826(N)    112 04 07.50740(W) AD(       ) 1
 KO0390  NAD 27      -  39 49 11.03800(N)    112 04 04.70100(W) AD(       ) 1
 KO0390  NGVD 29 (07/19/86) 2505.0    (m)         8218.     (f) VERT ANG       
 KO0390
 KO0390.Superseded values are not recommended for survey control.
 KO0390
 KO0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0390.See file dsdata.pdf to determine how the superseded data were derived.
 KO0390
 KO0390_MARKER: DS = TRIANGULATION STATION DISK
 KO0390_SETTING: 80 = SET IN A BOULDER
 KO0390_STAMPING: KIMBALL 1947
 KO0390_MARK LOGO: CGS
 KO0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0390+STABILITY: SURFACE MOTION
 KO0390
 KO0390  HISTORY     - Date     Condition        Report By
 KO0390  HISTORY     - 1947     MONUMENTED       CGS
 KO0390
 KO0390                          STATION DESCRIPTION
 KO0390
 KO0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KO0390'STATION LOCATED ON THE HIGHEST MOUNTAIN OF THE EAST TINTIC
 KO0390'MOUNTAIN RANGE, BUT NOT ON THE HIGHEST PEAK.  IT IS ON THE MOST
 KO0390'EASTERLY PEAK OF A GROUP OF PEAKS, APPROXIMATELY 0.2 MILE
 KO0390'NORTHEAST OF HIGHEST PEAK.  THE MOUNTAIN LIES ON THE WEST SIDE
 KO0390'OF THE RIDGE BETWEEN KIMBALL CREEK AND FERNER CREEK, AND BELIEVED
 KO0390'TO BE THE BOUNDARY LINE BETWEEN UTAH AND JUAB COUNTIES.
 KO0390'STATION IS APPROXIMATELY 13 MILES AIR LINE SOUTHWEST OF
 KO0390'GOSHEN, 9.5 MILES AIR LINE SOUTHEAST OF EUREKA, 4 FEET
 KO0390'NORTHWEST OF SMALL ROCK CAIRN, PROJECTS 6 INCHES,
 KO0390'STAMPED--KIMBALL 1947.
 KO0390'
 KO0390'REFERENCE MARK NO. 1 IS APPROXIMATELY 16 INCHES LOWER THAN
 KO0390'STATION, PROJECTS 6 INCHES, STAMPED--KIMBALL NO 1 1947.
 KO0390'
 KO0390'REFERENCE MARK NO. 2 IS APPROXIMATELY 30 INCHES LOWER THAN
 KO0390'STATION, PROJECTS 6 INCHES, STAMPED--KIMBALL NO 2 1947.
 KO0390'
 KO0390'AZIMUTH MARK IS NEAR THE NORTH END OF A NORTH-SOUTH RIDGE,
 KO0390'APPROXIMATELY 50 FEET NORTHWEST OF NORTH END OF SMALL GROVE OF
 KO0390'ASPEN TREES, 2 FEET SOUTHWEST OF SMALL ROCK CAIRN, PROJECTS 6
 KO0390'INCHES, STAMPED--KIMBALL 1947.
 KO0390'
 KO0390'TO REACH FROM POST OFFICE IN EUREKA, GO WEST AND SOUTH ON U.S.
 KO0390'HIGHWAY 6 FOR 2.6 MILES TO FORKS AND SIGN IN MIDDLE OF FORKS
 KO0390'DELTA, ELY.  KEEP RIGHT FORK WHICH IS STILL U.S. HIGHWAY 6,
 KO0390'AND GO 0.9 MILE TO FORK AND SIGN DELTA.  CONTINUE ON HIGHWAY,
 KO0390'RIGHT FORK, AND GO 5.7 MILES TO SIDE ROAD LEFT, JUST AFTER
 KO0390'PAVED ROAD ENDS.  TURN LEFT ON THIS ROAD AND GO 3.2 MILES TO
 KO0390'FORK.  TAKE RIGHT FORK ALONG A DUGWAY ROAD AND GO 0.7 MILE
 KO0390'(PASSING THROUGH TWO GATES) TO END OF ROAD AND COW PATH
 KO0390'LEADING SOUTHEAST.  FOLLOW THIS COW PATH UP DRAW FOR 0.3 MILE
 KO0390'TO END OF TRUCK TRAVEL.  FROM HERE PACK SOUTHEAST TO SUMMIT
 KO0390'OF RIDGE (AZIMUTH MARK IS ON NORTHERN END OF THIS RIDGE AS
 KO0390'DESCRIBED ABOVE) THENCE ALONG RIDGE FOR SHORT DISTANCE TO
 KO0390'POINT DUE WEST OF POINT TO EAST.  TURN EAST AND PACK ACROSS
 KO0390'SMALL SADDLE TO THIS POINT AND STATION MARK AS DESCRIBED
 KO0390'ABOVE.  A ONE HOUR PACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0822 ***********************************************************************
 LO0822  DESIGNATION -  KIMBALL
 LO0822  PID         -  LO0822
 LO0822  STATE/COUNTY-  UT/SUMMIT
 LO0822  COUNTRY     -  US
 LO0822  USGS QUAD   -  PARK CITY WEST (2017)
 LO0822
 LO0822                         *CURRENT SURVEY CONTROL
 LO0822  ______________________________________________________________________
 LO0822* NAD 83(1994) POSITION- 40 44 27.51755(N) 111 32 18.09119(W)   ADJUSTED
 LO0822* NAVD 88 ORTHO HEIGHT -  2176.8   (meters)     7142.    (feet) VERTCON3
 LO0822  ______________________________________________________________________
 LO0822  GEOID HEIGHT    -        -15.725 (meters)                     GEOID18
 LO0822  LAPLACE CORR    -          2.89  (seconds)                    DEFLEC18
 LO0822  HORZ ORDER      -  FIRST
 LO0822
 LO0822.The horizontal coordinates were established by classical geodetic methods
 LO0822.and adjusted by the National Geodetic Survey in November 1997.
 LO0822
 LO0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0822
 LO0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0822.GEOID18 height accuracy estimate available here.
 LO0822
 LO0822.Click photographs - Photos may exist for this station.
 LO0822
 LO0822.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0822
 LO0822. The following values were computed from the NAD 83(1994) position.
 LO0822
 LO0822;                    North         East     Units Scale Factor Converg.
 LO0822;SPC UT N     - 1,045,269.131   496,760.098   MT  0.99999617   -0 01 31.1
 LO0822;SPC UT N     - 3,429,353.81  1,629,787.09   sFT  0.99999617   -0 01 31.1
 LO0822;SPC UT C     - 2,267,307.281   496,760.008   MT  1.00002391   -0 01 28.5
 LO0822;SPC UT C     - 7,438,657.30  1,629,786.79   sFT  1.00002391   -0 01 28.5
 LO0822;UTM  12      - 4,510,143.080   454,546.325   MT  0.99962543   -0 21 04.9
 LO0822
 LO0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0822!SPC UT N     -   0.99966111  x   0.99999617  =   0.99965729
 LO0822!SPC UT C     -   0.99966111  x   1.00002391  =   0.99968502
 LO0822!UTM  12      -   0.99966111  x   0.99962543  =   0.99928667
 LO0822
 LO0822:                Primary Azimuth Mark                     Grid Az
 LO0822:SPC UT N     -  DALE                                     275 11 51.9
 LO0822:SPC UT C     -  DALE                                     275 11 49.3
 LO0822:UTM  12      -  DALE                                     275 31 25.7
 LO0822
 LO0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL5454610143(NAD 83)
 LO0822
 LO0822|---------------------------------------------------------------------|
 LO0822| PID    Reference Object                     Distance      Geod. Az  |
 LO0822|                                                           dddmmss.s |
 LO0822| CM4991 KIMBALL RM 1                          8.810 METERS 04545     |
 LO0822| LO0728 AIR BN 3 1/2 MI NE STA KIMBALL      APPROX. 5.4 KM 0470310.7 |
 LO0822| LO0708 AIR BCN S END PORCUPINE RIDGE       APPROX.44.1 KM 0524538.5 |
 LO0822| CM4990 KIMBALL AZ MK                                      2032238.3 |
 LO0822| LO0971 DALE                                APPROX.18.0 KM 2751020.8 |
 LO0822| LO0817 AIR BCN 1A 14 MI E SALT LAKE        APPROX. 7.3 KM 2851701.9 |
 LO0822| CM4992 KIMBALL RM 2                         10.277 METERS 32314     |
 LO0822| LO0823 AIR BCN 1 B NEAR STA KIMBALL          6.112 METERS 34728     |
 LO0822|---------------------------------------------------------------------|
 LO0822
 LO0822                          SUPERSEDED SURVEY CONTROL
 LO0822
 LO0822  NAD 83(1993)-  40 44 27.51781(N)    111 32 18.09001(W) AD(       ) 1
 LO0822  NAD 83(1986)-  40 44 27.50474(N)    111 32 18.08106(W) AD(       ) 1
 LO0822  NAD 27      -  40 44 27.69368(N)    111 32 15.35457(W) AD(       ) 1
 LO0822  NGVD 29 (07/19/86) 2175.6    (m)         7138.     (f) VERT ANG       
 LO0822
 LO0822.Superseded values are not recommended for survey control.
 LO0822
 LO0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0822.See file dsdata.pdf to determine how the superseded data were derived.
 LO0822
 LO0822_MARKER: DS = TRIANGULATION STATION DISK
 LO0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0822
 LO0822  HISTORY     - Date     Condition        Report By
 LO0822  HISTORY     - 1938     MONUMENTED       CGS
 LO0822  HISTORY     - 1960     GOOD             USGS
 LO0822  HISTORY     - 1960     GOOD             CGS
 LO0822  HISTORY     - 1962     GOOD             CGS
 LO0822  HISTORY     - 1971     GOOD             NGS
 LO0822
 LO0822                          STATION DESCRIPTION
 LO0822
 LO0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 LO0822'LOCATED ABOUT 6.5 MILES NORTH-NORTHWEST OF PARK CITY, AND ABOUT
 LO0822'8.5 MILES SOUTHWEST OF WANSHIP, AND ABOUT 1.0 MILE NORTH-NORTHEAST
 LO0822'OF KIMBALLS JUNCTION, (THE JUNCTION BETWEEN U.S. HIGHWAYS
 LO0822'40 AND 530) ON THE SOUTH END OF A NORTH AND SOUTH RIDGE
 LO0822'(A FEW FEET FROM THE HIGHEST POINT OF RIDGE) AND 28.89 FEET
 LO0822'SSE OF AIRWAYS BEACON 1B.
 LO0822'
 LO0822'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 LO0822'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 LO0822'
 LO0822'REACHED FROM COALVILLE BY GOING SOUTH ON U.S. HIGHWAY 530 17.3
 LO0822'MILES TO A STONE HOUSE ON RIGHT SIDE OF ROAD WITH ANOTHER
 LO0822'TWO STORY FRAME HOUSE JUST BACK OF STONE HOUSE.  THENCE TURN
 LO0822'RIGHT, NORTH, THROUGH A BARN YARD AND FOLLOW A TRACK ROAD
 LO0822'NORTH FOR 0.3 MILE TO A WIRE GATE AT A TRANSMISSION LINE.
 LO0822'GO THROUGH GATE AND CONTINUE ON MAIN TRAVELED ROAD NORTH 1.1
 LO0822'MILES TO DIM TRACK ROAD LEADING LEFT AT A TELEPHONE LINE.
 LO0822'HERE FOLLOW TRACK ROAD WEST ALONG TELEPHONE LINE 1.05 MILES
 LO0822'TO A WIRE GATE.  HERE GO THROUGH GATE AND CONTINUE ON TRACK
 LO0822'ROAD SOUTH AND THEN WEST AND FINALLY NORTH 0.95 MILE TO TOP
 LO0822'OF HILL AND STATION A FEW FEET EAST OF A TELEPHONE LINE.
 LO0822'
 LO0822'AZIMUTH MARK IS AT KIMBALLS JUNCTION, A LITTLE WEST OF CENTER
 LO0822'OF TRIANGLE WHICH IS FORMED BY JUNCTION.  STATION AND REFERENCE
 LO0822'MARKS PROJECT ABOUT 4 INCHES FROM GROUND.
 LO0822
 LO0822                          STATION RECOVERY (1960)
 LO0822
 LO0822'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LO0822'RECOVERED.
 LO0822
 LO0822                          STATION RECOVERY (1960)
 LO0822
 LO0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 LO0822'STATION MARK, REFERENCE MARKS NUMBER 1 AND NUMBER 2 AND CUPOLA,
 LO0822'SOUTH ONE OF TWO ON BARN SSE 2.5 MILES WERE RECOVERED IN GOOD
 LO0822'CONDITION AS DESCRIBED WITH THE FOLLOWING EXCEPTION--THE
 LO0822'REFERENCE MARK THAT IS NE OF STATION 8.810 METERS IS R.M. NO.
 LO0822'1, NOT R.M. NO. 2 AS DESCRIBED.
 LO0822'
 LO0822'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  THE
 LO0822'HIGHWAY JUNCTION HAS BEEN RELOCATED AND THE OLD LOCATION OF
 LO0822'THE JUNCTION IS SOMEWHAT INDEFINITE.
 LO0822
 LO0822                          STATION RECOVERY (1962)
 LO0822
 LO0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0822'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND IN
 LO0822'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR AND NOT
 LO0822'FOUND.  KIMBALLS JUNCTION HAS BEEN CHANGED AND THE MARK PROBABLY
 LO0822'WAS DESTROYED.  IN THE ROUTE TO THE STATION THE HIGHWAY FROM
 LO0822'COALVILLE IS NOW U.S. HIGHWAY 189.  THE REMAINDER OF THE
 LO0822'DESCRIPTION IS ADEQUATE.
 LO0822'
 LO0822'THIS STATION WAS NOT OCCUPIED BUT USED FOR CHECK ANGLE TIE.
 LO0822
 LO0822                          STATION RECOVERY (1971)
 LO0822
 LO0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LO0822'THE STATION MARK AND REFERENCE MARK 1 AND 2 WERE RECOVERED AND FOUND
 LO0822'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD NOT
 LO0822'BE RECOVERED.  THE CUPOLA ON THE BARN IN THE 1938 DESCRIPTION WILL
 LO0822'HAVE TO SERVE FOR AN AZIMUTH MARK UNTIL A NEW ONE CAN BE
 LO0822'ESTABLISHED.  IT CAN BE IDENTIFIED FROM THE ANGLES TO THE
 LO0822'REFERENCE MARKS.
 LO0822'
 LO0822'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO0822'1 MILE NORTH-NORTHEAST OF KIMBALLS JUNCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0492 ***********************************************************************
 JO0492  DESIGNATION -  KING
 JO0492  PID         -  JO0492
 JO0492  STATE/COUNTY-  UT/PIUTE
 JO0492  COUNTRY     -  US
 JO0492  USGS QUAD   -  JUNCTION (2017)
 JO0492
 JO0492                         *CURRENT SURVEY CONTROL
 JO0492  ______________________________________________________________________
 JO0492* NAD 83(1994) POSITION- 38 12 29.50871(N) 112 12 51.58466(W)   ADJUSTED
 JO0492* NAVD 88 ORTHO HEIGHT -  1839.2   (meters)     6034.    (feet) VERTCON3
 JO0492  ______________________________________________________________________
 JO0492  GEOID HEIGHT    -        -19.231 (meters)                     GEOID18
 JO0492  LAPLACE CORR    -          3.63  (seconds)                    DEFLEC18
 JO0492  HORZ ORDER      -  THIRD
 JO0492
 JO0492.The horizontal coordinates were established by classical geodetic methods
 JO0492.and adjusted by the National Geodetic Survey in November 1997.
 JO0492
 JO0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0492
 JO0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0492.GEOID18 height accuracy estimate available here.
 JO0492
 JO0492.Click photographs - Photos may exist for this station.
 JO0492
 JO0492.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0492
 JO0492. The following values were computed from the NAD 83(1994) position.
 JO0492
 JO0492;                    North         East     Units Scale Factor Converg.
 JO0492;SPC UT S     - 3,171,326.918   437,438.459   MT  0.99997863   -0 26 15.6
 JO0492;SPC UT S     -10,404,595.06  1,435,162.68   sFT  0.99997863   -0 26 15.6
 JO0492;UTM  12      - 4,229,612.200   393,685.384   MT  0.99973920   -0 45 04.2
 JO0492
 JO0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0492!SPC UT S     -   0.99971451  x   0.99997863  =   0.99969314
 JO0492!UTM  12      -   0.99971451  x   0.99973920  =   0.99945378
 JO0492
 JO0492:                Primary Azimuth Mark                     Grid Az
 JO0492:SPC UT S     -  MAHUSTON PEAK 12                         065 56 49.0
 JO0492:UTM  12      -  MAHUSTON PEAK 12                         066 15 37.6
 JO0492
 JO0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH9368529612(NAD 83)
 JO0492
 JO0492|---------------------------------------------------------------------|
 JO0492| PID    Reference Object                     Distance      Geod. Az  |
 JO0492|                                                           dddmmss.s |
 JO0492| JO0490 MAHUSTON PEAK 12                    APPROX.12.3 KM 0653033.4 |
 JO0492| CM4996 KING RM 1                            12.075 METERS 19213     |
 JO0492| CM4997 KING RM 2                            10.914 METERS 33643     |
 JO0492|---------------------------------------------------------------------|
 JO0492
 JO0492                          SUPERSEDED SURVEY CONTROL
 JO0492
 JO0492  NAD 83(1986)-  38 12 29.50427(N)    112 12 51.58460(W) AD(       ) 3
 JO0492  NAD 27      -  38 12 29.56487(N)    112 12 48.85060(W) AD(       ) 3
 JO0492  NGVD 29 (07/19/86) 1838.0    (m)         6030.     (f) VERT ANG       
 JO0492
 JO0492.Superseded values are not recommended for survey control.
 JO0492
 JO0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0492.See file dsdata.pdf to determine how the superseded data were derived.
 JO0492
 JO0492_MARKER: DD = SURVEY DISK
 JO0492_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JO0492+WITH SETTING: INFORMATION.
 JO0492_STAMPING: KING 1971
 JO0492_MARK LOGO: USGS
 JO0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0492
 JO0492  HISTORY     - Date     Condition        Report By
 JO0492  HISTORY     - 1971     MONUMENTED       USGS
 JO0492
 JO0492                          STATION DESCRIPTION
 JO0492
 JO0492'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0492'RM 1 TO RM 2 NOT MEASURED
 JO0492'
 JO0492'LOCATED ABOUT 24 MI (AIRLINE) SE. OF BEAVER, UTAH.  ABOUT 4 MI
 JO0492'NE. OF CIRCLEVILLE.  AND ABOUT 2 MI S. OF JUNCTION.  ON A CUT BANK
 JO0492'ON THE WEST SIDE OF THE RD. AT THE JCT. OF HIGHWAYS 89 AND 22.
 JO0492'
 JO0492'TO REACH FROM THE POST OFFICE IN CIRCLEVILLE, UTAH, DRIVE E. AND
 JO0492'N. ON HIGHWAY 89 FOR 4.05 MI TO THE JCT. OF HIGHWAYS 89 AND
 JO0492'22.  THE STATION MARK IS ON THE WEST SIDE OF HIGHWAY 89, ABOUT
 JO0492'250 FT S. OF A DIRT RD. W. AND ABOUT 10 FT W. OF A WITNESS
 JO0492'SIGN.  53 FT W. OF THE TOP EDGE OF THE CUT BANK.
 JO0492'
 JO0492'STATION MARK--A STANDARD USGS BRASS TABLET STAMPED KING 1971
 JO0492'SET ON A COPPER-COATED ROD IN THE GROUND.
 JO0492'
 JO0492'REFERENCE MARK NO. 1--A STANDARD USGS BRASS TABLET STAMPED KING
 JO0492'NO 1 1971 SET ON A COPPER-COATED ROD, 0.8 FT ABOVE STATION MARK.
 JO0492'
 JO0492'REFERENCE MARK NO. 2--A STANDARD USGS BRASS TABLET STAMPED KING
 JO0492'NO 2 1971 SET ON A COPPER-COATED ROD, 1.1 FT BELOW STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0668 ***********************************************************************
 LN0668  DESIGNATION -  KING
 LN0668  PID         -  LN0668
 LN0668  STATE/COUNTY-  UT/UINTAH
 LN0668  COUNTRY     -  US
 LN0668  USGS QUAD   -  DYER MOUNTAIN (2017)
 LN0668
 LN0668                         *CURRENT SURVEY CONTROL
 LN0668  ______________________________________________________________________
 LN0668* NAD 83(1994) POSITION- 40 43 13.54634(N) 109 30 37.36433(W)   ADJUSTED
 LN0668* NAVD 88 ORTHO HEIGHT -  2688.1   (meters)     8819.    (feet) VERTCON3
 LN0668  ______________________________________________________________________
 LN0668  GEOID HEIGHT    -        -14.024 (meters)                     GEOID18
 LN0668  LAPLACE CORR    -         -4.40  (seconds)                    DEFLEC18
 LN0668  HORZ ORDER      -  FIRST
 LN0668
 LN0668.The horizontal coordinates were established by classical geodetic methods
 LN0668.and adjusted by the National Geodetic Survey in November 1997.
 LN0668
 LN0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0668
 LN0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0668.GEOID18 height accuracy estimate available here.
 LN0668
 LN0668.Click photographs - Photos may exist for this station.
 LN0668
 LN0668.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0668
 LN0668. The following values were computed from the NAD 83(1994) position.
 LN0668
 LN0668;                    North         East     Units Scale Factor Converg.
 LN0668;SPC UT C     - 2,266,894.382   668,091.658   MT  1.00001829   +1 16 28.2
 LN0668;SPC UT C     - 7,437,302.65  2,191,897.38   sFT  1.00001829   +1 16 28.2
 LN0668;UTM  12      - 4,508,789.887   625,809.403   MT  0.99979482   +0 58 18.9
 LN0668
 LN0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0668!SPC UT C     -   0.99958071  x   1.00001829  =   0.99959899
 LN0668!UTM  12      -   0.99958071  x   0.99979482  =   0.99937561
 LN0668
 LN0668:                Primary Azimuth Mark                     Grid Az
 LN0668:SPC UT C     -  KING AZ MK                               140 40 05.0
 LN0668:UTM  12      -  KING AZ MK                               140 58 14.3
 LN0668
 LN0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL2580908789(NAD 83)
 LN0668
 LN0668|---------------------------------------------------------------------|
 LN0668| PID    Reference Object                     Distance      Geod. Az  |
 LN0668|                                                           dddmmss.s |
 LN0668| CP5631 KING AZ MK                                         1415633.2 |
 LN0668| CP5632 KING RM 1                             8.535 METERS 20122     |
 LN0668| CP5633 KING RM 2                             8.245 METERS 33034     |
 LN0668|---------------------------------------------------------------------|
 LN0668
 LN0668                          SUPERSEDED SURVEY CONTROL
 LN0668
 LN0668  NAD 83(1993)-  40 43 13.54661(N)    109 30 37.36396(W) AD(       ) 1
 LN0668  NAD 83(1986)-  40 43 13.52680(N)    109 30 37.35152(W) AD(       ) 1
 LN0668  NAD 27      -  40 43 13.67800(N)    109 30 34.85200(W) AD(       ) 1
 LN0668  NGVD 29 (07/19/86) 2686.6    (m)         8814.     (f) VERT ANG       
 LN0668
 LN0668.Superseded values are not recommended for survey control.
 LN0668
 LN0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0668.See file dsdata.pdf to determine how the superseded data were derived.
 LN0668
 LN0668_MARKER: DS = TRIANGULATION STATION DISK
 LN0668_SETTING: 66 = SET IN ROCK OUTCROP
 LN0668_STAMPING: KING 1946
 LN0668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0668+STABILITY: POSITION/ELEVATION WELL
 LN0668
 LN0668  HISTORY     - Date     Condition        Report By
 LN0668  HISTORY     - 1946     MONUMENTED       CGS
 LN0668  HISTORY     - 1947     GOOD             CGS
 LN0668
 LN0668                          STATION DESCRIPTION
 LN0668
 LN0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0668'THE STATION IS LOCATED ON A BARE ROCKY POINT OF A RIDGE EXTENDING
 LN0668'SOUTHWARD FROM A HIGH PROMINIENT PEAK ABOUT 2 MI. FARTHER N. ON THE E.
 LN0668'BANK OF LITTLE BRUSH CREEK, ABOUT 22 MI. AIR SE. OF MANILA, ABOUT 18.5
 LN0668'MI. AIR N. OF VERNAL, AND ABOUT 4 MI. AIR SE. OF DYER PARK, ABOUT 300
 LN0668'YARDS S. OF A SADDLE AND PINE THICKET ON RIDGE, 23 FT. NW. OF A 4 IN.
 LN0668'PINE TREE, FLUSH AND IS STAMPED --- KING 1946---.
 LN0668'
 LN0668'TO REACH FROM VERNAL, GO N. ON STATE HIGHWAY 44 FOR 22.2 MI. TO A FORK
 LN0668'AND SIGN POST, TAKE RIGHT FORK AS PER SIGN ---MANILA 50--- AND GO 2.4
 LN0668'MI. TO A SIDE RD. LEFT JUST BEFORE REACHING BRIDGE OVER A LITTLE BRUSH
 LN0668'CREEK, TURN LEFT ON SIDE RD. AND FOLLOW IT UP THE CREEK TO A WASHED
 LN0668'OUT BRIDGE, FORD STREAM AND CONTINUE 0.3 MI. TO A SMALL OPEN GRASSY
 LN0668'AREA WHERE ANOTHER CREEK COMES IN FROM THE RIGHT AND THE END OF TRUCK
 LN0668'TRAVEL, PICK UP TRAIL NEAR CAIRN AND TRIANGLE BLAZE ON PINE TREE AND
 LN0668'FOLLOW IT NORTHERLY ALONG SIDE HILL ON THE NE. SIDE OF BRUSH CREEK
 LN0668'TO A POINT WHERE ANOTHER CREEK COMES IN FROM RIGHT, CROSS CREEK AND
 LN0668'PACK NORTHWESTERLY UP RIDGE TO STATION AS DESCRIBED ABOVE.  A 35 MIN.
 LN0668'PACK
 LN0668'
 LN0668'REFERENCE MARK NO.1 - IS ABOUT 3 FT. LOWER THAN STATION, 20 FT. W. OF
 LN0668'4 IN. PINE TREE, 12 FT. W. OF HIGH POINT OF RIDGE, FLUSH AND IS
 LN0668'STAMPED ---KING NO.1 1946---.
 LN0668'
 LN0668'REFERENCE MARK NO.2 - IS ABOUT 2 FT. HIGHER THAN STATION, 2 FT. W. OF
 LN0668'THE HIGH POINT OF RIDGE, FLUSH AND IS STAMPED ---KING NO.2 1946---.
 LN0668'
 LN0668'THE AZIMUTH MARK IS LOCATED ON STATE HIGHWAY 44 ENROUTE TO STATION 2.3
 LN0668'MI. N. OF FORK AND SIGN MENTIONED IN DESCRIPTION,0.25 MI. S. OF LITTLE
 LN0668'BRUSH CREEK BRIDGE, 17 PACES N. OF THE CENTER LINE OF RD., JUST BEFORE
 LN0668'A HORSESHOE CURVE ON LEFT, PROJECTS 10 IN. AND IS STAMPED
 LN0668'---KING 1946---.
 LN0668
 LN0668                          STATION RECOVERY (1947)
 LN0668
 LN0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LN0668'THE STATION IS LOCATED ON A BARE ROCKY POINT OF A RIDGE EXTENDING
 LN0668'SOUTHWARD FROM A HIGH PROMINENT PEAK ABOUT 2 MILES FARTHER
 LN0668'NORTH, ON THE EAST BANK OF LITTLE BRUSH CREEK, ABOUT 22 MILES
 LN0668'AIR LINE SOUTHEAST OF MANILA, ABOUT 18.5 MILES AIR LINE NORTH
 LN0668'OF VERNAL, AND ABOUT 4 MILES AIR LINE SOUTHEAST OF DYER PARK,
 LN0668'ABOUT 300 YARDS SOUTH OF A SADDLE AND PINE THICKET ON RIDGE,
 LN0668'23 FEET NORTHWEST OF A 4 INCH PINE TREE, FLUSH AND IS STAMPED
 LN0668'KING 1946.
 LN0668'
 LN0668'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN STATION,
 LN0668'20 FEET WEST OF 4 INCH PINE TREE, 12 FEET WEST OF HIGH POINT OF
 LN0668'RIDGE, FLUSH AND IS STAMPED KING NO 1 1946.
 LN0668'
 LN0668'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET HIGHER THAN
 LN0668'STATION, 2 FEET WEST OF THE HIGH POINT OF RIDGE, FLUSH AND
 LN0668'IS STAMPED KING NO 2 1946.
 LN0668'
 LN0668'THE AZIMUTH MARK IS LOCATED ON STATE HIGHWAY 44 ENROUTE TO
 LN0668'STATION, 2.3 MILES NORTH OF FORK AND SIGN MENTIONED IN
 LN0668'DESCRIPTION, 0.25 MILE SOUTH OF LITTLE BRUSH CREEK BRIDGE, 17
 LN0668'PACES NORTH OF THE CENTER LINE OF ROAD JUST BEFORE A HORSESHOE
 LN0668'CURVE TO LEFT, PROJECTS 10 INCHES AND IS STAMPED--KING 1946.
 LN0668'
 LN0668'TO REACH FROM VERNAL, GO NORTH ON STATE HIGHWAY 44 FOR 22.2
 LN0668'MILES TO A FORK AND SIGN POST.  TAKE RIGHT FORK (AS PER SIGN
 LN0668'MANILA 50) AND GO 2.4 MILES TO A SIDE ROAD LEFT JUST BEFORE
 LN0668'REACHING BRIDGE OVER LITTLE BRUSH CREEK.  TURN LEFT ON SIDE
 LN0668'ROAD AND FOLLOW IT UP THE CREEK TO A WASHED OUT BRIDGE.  FORD
 LN0668'STREAM AND CONTINUE 0.3 MILE TO A SMALL, OPEN, GRASSY AREA
 LN0668'WHERE ANOTHER CREEK COMES IN FROM THE RIGHT AND THE END OF
 LN0668'TRUCK TRAVEL.  PICK UP TRAIL NEAR CAIRN AND TRIANGLE BLAZE ON
 LN0668'PINE TREE AND FOLLOW IT NORTHERLY ALONG SIDE HILL ON THE
 LN0668'NORTHEAST SIDE OF BRUSH CREEK TO A POINT WHERE ANOTHER CREEK
 LN0668'COMES IN FROM RIGHT.  CROSS CREEK AND PACK NORTHWESTERLY
 LN0668'UP RIDGE TO STATION AS DESCRIBED ABOVE.  A 35-MINUTE PACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1058 ***********************************************************************
 LO1058  DESIGNATION -  KINGS PEAK TARGET
 LO1058  PID         -  LO1058
 LO1058  STATE/COUNTY-  UT/DUCHESNE
 LO1058  COUNTRY     -  US
 LO1058  USGS QUAD   -  MOUNT POWELL (2017)
 LO1058
 LO1058                         *CURRENT SURVEY CONTROL
 LO1058  ______________________________________________________________________
 LO1058* NAD 83(1994) POSITION- 40 45 57.18701(N) 110 22 40.33838(W)   ADJUSTED
 LO1058* NAVD 88 ORTHO HEIGHT -  4120.3   (meters)    13518.    (feet) VERTCON3
 LO1058  ______________________________________________________________________
 LO1058  GEOID HEIGHT    -        -11.563 (meters)                     GEOID18
 LO1058  LAPLACE CORR    -          5.14  (seconds)                    DEFLEC18
 LO1058  HORZ ORDER      -  THIRD
 LO1058
 LO1058.The horizontal coordinates were established by classical geodetic methods
 LO1058.and adjusted by the National Geodetic Survey in November 1997.
 LO1058
 LO1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1058
 LO1058.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1058.GEOID18 height accuracy estimate available here.
 LO1058
 LO1058.Click photographs - Photos may exist for this station.
 LO1058
 LO1058.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1058
 LO1058. The following values were computed from the NAD 83(1994) position.
 LO1058
 LO1058;                    North         East     Units Scale Factor Converg.
 LO1058;SPC UT C     - 2,270,667.014   594,744.176   MT  1.00003090   +0 43 07.7
 LO1058;SPC UT C     - 7,449,680.03  1,951,256.52   sFT  1.00003090   +0 43 07.7
 LO1058;UTM  12      - 4,512,954.779   552,506.786   MT  0.99963393   +0 24 22.5
 LO1058
 LO1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1058!SPC UT C     -   0.99935590  x   1.00003090  =   0.99938678
 LO1058!UTM  12      -   0.99935590  x   0.99963393  =   0.99899007
 LO1058
 LO1058:                Primary Azimuth Mark                     Grid Az
 LO1058:SPC UT C     -  YELLOW                                   231 49 13.5
 LO1058:UTM  12      -  YELLOW                                   232 07 58.7
 LO1058
 LO1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL5250612954(NAD 83)
 LO1058
 LO1058|---------------------------------------------------------------------|
 LO1058| PID    Reference Object                     Distance      Geod. Az  |
 LO1058|                                                           dddmmss.s |
 LO1058| LO1051 YELLOW                              APPROX. 6.3 KM 2323221.2 |
 LO1058|---------------------------------------------------------------------|
 LO1058
 LO1058                          SUPERSEDED SURVEY CONTROL
 LO1058
 LO1058  NAD 83(1993)-  40 45 57.18672(N)    110 22 40.33817(W) AD(       ) 3
 LO1058  NAD 83(1986)-  40 45 57.17043(N)    110 22 40.32633(W) AD(       ) 3
 LO1058  NAD 27      -  40 45 57.37000(N)    110 22 37.75000(W) AD(       ) 3
 LO1058  NGVD 29 (07/19/86) 4118.5    (m)        13512.     (f) VERT ANG       
 LO1058
 LO1058.Superseded values are not recommended for survey control.
 LO1058
 LO1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1058.See file dsdata.pdf to determine how the superseded data were derived.
 LO1058
 LO1058_MARKER: Z = SEE DESCRIPTION
 LO1058_SETTING: 0 = UNSPECIFIED SETTING
 LO1058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO1058
 LO1058  HISTORY     - Date     Condition        Report By
 LO1058  HISTORY     - 1962     MONUMENTED       CGS
 LO1058
 LO1058                          STATION DESCRIPTION
 LO1058
 LO1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO1058'STATION IS ABOUT 40 MILES NORTH OF DUCHESNE, 43-1/2 MILES
 LO1058'NORTHWEST OF FRUITLAND, 1 MILE SOUTH OF THE SUMMIT-DUCHESNE
 LO1058'COUNTY LINE AND ON THE EAST WILDERNESS AREA BOUNDARY.
 LO1058'
 LO1058'THE STATION IS A TARGET ON THE HIGHEST POINT OF KINGS PEAK.
 LO1058'THIS STATION WAS NOT VISITED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0264 ***********************************************************************
 KN0264  DESIGNATION -  KK 43
 KN0264  PID         -  KN0264
 KN0264  STATE/COUNTY-  UT/SANPETE
 KN0264  COUNTRY     -  US
 KN0264  USGS QUAD   -  MANTI (2017)
 KN0264
 KN0264                         *CURRENT SURVEY CONTROL
 KN0264  ______________________________________________________________________
 KN0264* NAD 83(1986) POSITION- 39 15 18.     (N) 111 39 33.     (W)   SCALED
 KN0264* NAVD 88 ORTHO HEIGHT -  1680.596 (meters)     5513.76  (feet) ADJUSTED
 KN0264  ______________________________________________________________________
 KN0264  GEOID HEIGHT    -        -17.678 (meters)                     GEOID18
 KN0264  DYNAMIC HEIGHT  -       1678.868 (meters)     5508.09  (feet) COMP
 KN0264  MODELED GRAVITY -    979,540.4   (mgal)                       NAVD 88
 KN0264
 KN0264  VERT ORDER      -  SECOND    CLASS 0
 KN0264
 KN0264.The horizontal coordinates were scaled from a map and have
 KN0264.an estimated accuracy of +/- 6 seconds.
 KN0264
 KN0264.The orthometric height was determined by differential leveling and
 KN0264.adjusted by the NATIONAL GEODETIC SURVEY
 KN0264.in June 1991.
 KN0264
 KN0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0264.GEOID18 height accuracy estimate available here.
 KN0264
 KN0264.Click photographs - Photos may exist for this station.
 KN0264
 KN0264.The dynamic height is computed by dividing the NAVD 88
 KN0264.geopotential number by the normal gravity value computed on the
 KN0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0264.degrees latitude (g = 980.6199 gals.).
 KN0264
 KN0264.The modeled gravity was interpolated from observed gravity values.
 KN0264
 KN0264;                    North         East    Units  Estimated Accuracy
 KN0264;SPC UT C     - 2,102,340.      486,260.      MT  (+/- 180 meters Scaled)
 KN0264
 KN0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ431452(NAD 83)
 KN0264
 KN0264                          SUPERSEDED SURVEY CONTROL
 KN0264
 KN0264  NGVD 29 (??/??/92) 1679.414  (m)         5509.88   (f) ADJ UNCH    2 0
 KN0264
 KN0264.Superseded values are not recommended for survey control.
 KN0264
 KN0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0264.See file dsdata.pdf to determine how the superseded data were derived.
 KN0264
 KN0264_MARKER: DB = BENCH MARK DISK
 KN0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0264_STAMPING: KK 43 1934
 KN0264_MARK LOGO: CGS
 KN0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0264+STABILITY: SURFACE MOTION
 KN0264
 KN0264  HISTORY     - Date     Condition        Report By
 KN0264  HISTORY     - 1934     MONUMENTED       CGS
 KN0264
 KN0264                          STATION DESCRIPTION
 KN0264
 KN0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0264'0.8 MI S FROM MANTI.
 KN0264'ABOUT 0.8 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0264'FROM THE W.W. BROWN BUILDING AT MANTI, SANPETE COUNTY, AT BRIDGE 61 B,
 KN0264'AT A ROAD CROSSING, 27 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND
 KN0264'21 FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED KK 43 1934 AND
 KN0264'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0709 ***********************************************************************
 HN0709  DESIGNATION -  KLONDIKE=ET U 66
 HN0709  PID         -  HN0709
 HN0709  STATE/COUNTY-  UT/SAN JUAN
 HN0709  COUNTRY     -  US
 HN0709  USGS QUAD   -  CATHEDRAL CANYON (2017)
 HN0709
 HN0709                         *CURRENT SURVEY CONTROL
 HN0709  ______________________________________________________________________
 HN0709* NAD 83(1994) POSITION- 37 03 14.10571(N) 111 04 58.62397(W)   ADJUSTED
 HN0709* NAVD 88 ORTHO HEIGHT -  1632.3   (meters)     5355.    (feet) VERTCON3
 HN0709  ______________________________________________________________________
 HN0709  GEOID HEIGHT    -        -22.946 (meters)                     GEOID18
 HN0709  LAPLACE CORR    -          4.98  (seconds)                    DEFLEC18
 HN0709  HORZ ORDER      -  SECOND
 HN0709
 HN0709.The horizontal coordinates were established by classical geodetic methods
 HN0709.and adjusted by the National Geodetic Survey in November 1997.
 HN0709
 HN0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0709
 HN0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0709.GEOID18 height accuracy estimate available here.
 HN0709
 HN0709.Click photographs - Photos may exist for this station.
 HN0709
 HN0709.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0709
 HN0709. The following values were computed from the NAD 83(1994) position.
 HN0709
 HN0709;                    North         East     Units Scale Factor Converg.
 HN0709;SPC UT S     - 3,043,061.502   537,097.051   MT  1.00003189   +0 15 19.9
 HN0709;SPC UT S     - 9,983,777.61  1,762,125.91   sFT  1.00003189   +0 15 19.9
 HN0709;UTM  12      - 4,100,856.942   492,624.551   MT  0.99960067   -0 02 59.9
 HN0709
 HN0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0709!SPC UT S     -   0.99974751  x   1.00003189  =   0.99977939
 HN0709!UTM  12      -   0.99974751  x   0.99960067  =   0.99934828
 HN0709
 HN0709:                Primary Azimuth Mark                     Grid Az
 HN0709:SPC UT S     -  MESKIN=ET U 67                           255 29 00.8
 HN0709:UTM  12      -  MESKIN=ET U 67                           255 47 20.6
 HN0709
 HN0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG9262400856(NAD 83)
 HN0709
 HN0709|---------------------------------------------------------------------|
 HN0709| PID    Reference Object                     Distance      Geod. Az  |
 HN0709|                                                           dddmmss.s |
 HN0709| HN0753 MESKIN=ET U 67                      APPROX.18.1 KM 2554420.7 |
 HN0709|---------------------------------------------------------------------|
 HN0709
 HN0709                          SUPERSEDED SURVEY CONTROL
 HN0709
 HN0709  NAD 83(1992)-  37 03 14.10413(N)    111 04 58.62521(W) AD(       ) 2
 HN0709  NAD 83(1986)-  37 03 14.10124(N)    111 04 58.62450(W) AD(       ) 2
 HN0709  NAD 27      -  37 03 14.12881(N)    111 04 56.09331(W) AD(       ) 2
 HN0709  NGVD 29 (07/19/86) 1631.2    (m)         5352.     (f) VERT ANG       
 HN0709
 HN0709.Superseded values are not recommended for survey control.
 HN0709
 HN0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0709.See file dsdata.pdf to determine how the superseded data were derived.
 HN0709
 HN0709_MARKER: DD = SURVEY DISK
 HN0709_SETTING: 66 = SET IN ROCK OUTCROP
 HN0709_STAMPING: KLONDIKE 1953
 HN0709_MARK LOGO: USGS
 HN0709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0709+STABILITY: POSITION/ELEVATION WELL
 HN0709
 HN0709  HISTORY     - Date     Condition        Report By
 HN0709  HISTORY     - 1953     MONUMENTED       USGS
 HN0709  HISTORY     - 1959     GOOD             USGS
 HN0709  HISTORY     - 1963     GOOD             CGS
 HN0709  HISTORY     - 1963     GOOD             CGS
 HN0709
 HN0709                          STATION DESCRIPTION
 HN0709
 HN0709'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0709'LOCATED ABOUT 55.0 MI. SE. OF ESCALANTE AND 17.0 MI. SW. OF
 HN0709'CONFLUENCE OF SAN JUAN AND COLORADO RIVERS ON HIGHEST PART
 HN0709'AND MIDDLE BUMP OF THREE BUMPS MAKING A LOW NE.-SW. RIDGE ACROSS
 HN0709'A GENERALLY N.-S. MESA TYPE RIDGE.
 HN0709'
 HN0709'STATION REACHED BY HELICOPTER.
 HN0709'
 HN0709'STATION MARK--STANDARD TABLET STAMPED KLONDIKE 1953 CEMENTED
 HN0709'IN SANDSTONE SLAB.
 HN0709'
 HN0709'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER CEMENTED IN
 HN0709'SANDSTONE BOULDER, 46.21 FT. FROM STATION MARK N 42 DEG 03 MIN W.
 HN0709'
 HN0709'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED IN
 HN0709'SANDSTONE BOULDER, 29.31 FT. FROM STATION MARK N 20 DEG 13 MIN E.
 HN0709
 HN0709                          STATION RECOVERY (1959)
 HN0709
 HN0709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959 (LBM)
 HN0709'STATION FOUND AS DESCRIBED AND ALL MARKS IN GOOD CONDITION.
 HN0709'
 HN0709'STATION MARK--STANDARD TABLET STAMPED KLONDIKE 1953 AND ET U 66
 HN0709'IN 1959 CEMENTED IN SANDSTONE SLAB.
 HN0709'
 HN0709'SIGNAL--FLASHING LIGHT CENTERED OVER STATION MARK.
 HN0709'
 HN0709'SIGNAL DATA--CENTER LIGHT 3.8 FT.
 HN0709
 HN0709                          STATION RECOVERY (1963)
 HN0709
 HN0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0709'THE STATION IS ABOUT 23 MILES EAST-NORTHEAST OF PAGE, ARIZONA,
 HN0709'3-1/2 MILES NORTH OF THE UTAH AND ARIZONA STATE LINE AND 3
 HN0709'1/4 MILES SOUTH OF THE COLORADO RIVER ON THE HIGHEST PART AND
 HN0709'MIDDLE BUMP OF THREE BUMPS MAKING A LOW NORTHEAST AND SOUTHWEST
 HN0709'RIDGE ACROSS A GENERALLY NORTHSOUTH MESA TYPE RIDGE.
 HN0709'
 HN0709'THE STATION MARK, STAMPED KLONDIKE 1953 (ET U 66), IS A U.S.
 HN0709'GEOLOGICAL STATION MARK DISK CEMENTED IN A DRILL HOLE IN
 HN0709'SANDSTONE.
 HN0709'
 HN0709'TIME DID NOT PERMIT THE ESTABLISHMENT OF REFERENCE MARKS.
 HN0709'
 HN0709'THE STATION WAS REACHED BY HELICOPTER.
 HN0709
 HN0709                          STATION RECOVERY (1963)
 HN0709
 HN0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HN0709'RECOVERED IN GOOD CONDITION.
 HN0709'
 HN0709'STATION MARK--STANDARD TABLET, STAMPED ---KLONDIKE 1953---, CEMENTED
 HN0709'IN SANDSTONE SLAB, AND ADDITIONALLY STAMPED ---ET U 66--- IN 1959.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0380 ***********************************************************************
 KM0380  DESIGNATION -  KM0380
 KM0380  PID         -  KM0380
 KM0380  STATE/COUNTY-  UT/UINTAH
 KM0380  COUNTRY     -  US
 KM0380  USGS QUAD   -  AGENCY DRAW NW (2017)
 KM0380
 KM0380                         *CURRENT SURVEY CONTROL
 KM0380  ______________________________________________________________________
 KM0380* NAD 83(1994) POSITION- 39 42 46.55167(N) 109 41 10.31470(W)   ADJUSTED
 KM0380* NAVD 88 ORTHO HEIGHT -  2081.8   (meters)     6830.    (feet) VERTCON3
 KM0380  ______________________________________________________________________
 KM0380  GEOID HEIGHT    -        -17.396 (meters)                     GEOID18
 KM0380  LAPLACE CORR    -          3.02  (seconds)                    DEFLEC18
 KM0380  HORZ ORDER      -  THIRD
 KM0380
 KM0380.The horizontal coordinates were established by classical geodetic methods
 KM0380.and adjusted by the National Geodetic Survey in November 1997.
 KM0380
 KM0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0380
 KM0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0380.GEOID18 height accuracy estimate available here.
 KM0380
 KM0380.Click photographs - Photos may exist for this station.
 KM0380
 KM0380.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0380
 KM0380. The following values were computed from the NAD 83(1994) position.
 KM0380
 KM0380;                    North         East     Units Scale Factor Converg.
 KM0380;SPC UT C     - 2,154,737.528   655,508.108   MT  0.99990108   +1 09 42.8
 KM0380;SPC UT C     - 7,069,334.71  2,150,612.85   sFT  0.99990108   +1 09 42.8
 KM0380;UTM  12      - 4,396,721.209   612,615.736   MT  0.99975614   +0 50 22.3
 KM0380
 KM0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0380!SPC UT C     -   0.99967623  x   0.99990108  =   0.99957735
 KM0380!UTM  12      -   0.99967623  x   0.99975614  =   0.99943245
 KM0380
 KM0380:                Primary Azimuth Mark                     Grid Az
 KM0380:SPC UT C     -  3 32 X                                   083 20 11.4
 KM0380:UTM  12      -  3 32 X                                   083 39 31.9
 KM0380
 KM0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ1261596721(NAD 83)
 KM0380
 KM0380|---------------------------------------------------------------------|
 KM0380| PID    Reference Object                     Distance      Geod. Az  |
 KM0380|                                                           dddmmss.s |
 KM0380| KM0379 3 32 X                              APPROX. 1.5 KM 0842954.2 |
 KM0380|---------------------------------------------------------------------|
 KM0380
 KM0380                          SUPERSEDED SURVEY CONTROL
 KM0380
 KM0380  NAD 83(1993)-  39 42 46.52620(N)    109 41 10.29605(W) AD(       ) 3
 KM0380  NAD 83(1986)-  39 42 46.52451(N)    109 41 10.29794(W) AD(       ) 3
 KM0380  NAD 27      -  39 42 46.64851(N)    109 41 07.82256(W) AD(       ) 3
 KM0380  NGVD 29 (07/19/86) 2080.6    (m)         6826.     (f) VERT ANG       
 KM0380
 KM0380.Superseded values are not recommended for survey control.
 KM0380
 KM0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0380.See file dsdata.pdf to determine how the superseded data were derived.
 KM0380
 KM0380_MARKER: DD = SURVEY DISK
 KM0380_SETTING: 0 = UNSPECIFIED SETTING
 KM0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0380
 KM0380  HISTORY     - Date     Condition        Report By
 KM0380  HISTORY     - 1953     MONUMENTED       USGS
 KM0380
 KM0380                          STATION DESCRIPTION
 KM0380
 KM0380'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 KM0380'LOCATED ABOUT 25 MI. S. OF OURAY, 12.5 MI. SE. OF CONFLUENCE OF MINNIE
 KM0380'MAUD CREEK AND GREEN RIVER, ON SECOND HIGHEST SUMMIT, WHICH IS PARTLY
 KM0380'TIMBERED, OF LITTLE PACK MTN.  THERE IS A HIGHER POINT, WHICH IS
 KM0380'SURROUNDED BY RIM ROCK AND SURMOUNTED BY A CAIRN, ABOUT 1 MI. N. OF
 KM0380'STATION.  STATION MARK IS ABOUT 6 FT. NE. AND ABOUT 1 FT. LOWER THAN
 KM0380'THE LOCAL SUMMIT.
 KM0380'
 KM0380'STATION REACHED BY HELICOPTER.
 KM0380'
 KM0380'STATION MARK--STANDARD TABLET, STAMPED AND CEMENTED IN
 KM0380'DRILL HOLE IN RIM ROCK.
 KM0380'
 KM0380'REFERENCE MARK NO. 1--COPPER NAIL WITH WASHER, IN TRIANGULAR BLAZE IN
 KM0380'LIVE TREE STUMP, 11.19 FT. FROM STATION MARK, N 66 DEG 58 MIN E.
 KM0380'
 KM0380'REFERENCE MARK NO. 2--STANDARD TABLET, STAMPED AND
 KM0380'CEMENTED IN DRILL HOLE IN EMBEDDED BOULDER, 7.26 FT. FROM STATION
 KM0380'MARK, S 28 DEG 59 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0389 ***********************************************************************
 KO0389  DESIGNATION -  KNIGHT
 KO0389  PID         -  KO0389
 KO0389  STATE/COUNTY-  UT/UTAH
 KO0389  COUNTRY     -  US
 KO0389  USGS QUAD   -  TINTIC MOUNTAIN (2017)
 KO0389
 KO0389                         *CURRENT SURVEY CONTROL
 KO0389  ______________________________________________________________________
 KO0389* NAD 83(1994) POSITION- 39 52 27.64511(N) 112 01 04.20944(W)   ADJUSTED
 KO0389* NAVD 88 ORTHO HEIGHT -  1727.3   (meters)     5667.    (feet) VERTCON3
 KO0389  ______________________________________________________________________
 KO0389  GEOID HEIGHT    -        -17.712 (meters)                     GEOID18
 KO0389  LAPLACE CORR    -         -6.88  (seconds)                    DEFLEC18
 KO0389  HORZ ORDER      -  FIRST
 KO0389
 KO0389.The horizontal coordinates were established by classical geodetic methods
 KO0389.and adjusted by the National Geodetic Survey in November 1997.
 KO0389
 KO0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0389
 KO0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0389.GEOID18 height accuracy estimate available here.
 KO0389
 KO0389.Click photographs - Photos may exist for this station.
 KO0389
 KO0389.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0389
 KO0389. The following values were computed from the NAD 83(1994) position.
 KO0389
 KO0389;                    North         East     Units Scale Factor Converg.
 KO0389;SPC UT C     - 2,171,209.147   455,703.763   MT  0.99989906   -0 19 54.2
 KO0389;SPC UT C     - 7,123,375.34  1,495,088.10   sFT  0.99989906   -0 19 54.2
 KO0389;UTM  12      - 4,414,306.679   412,957.962   MT  0.99969327   -0 39 09.3
 KO0389
 KO0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0389!SPC UT C     -   0.99973186  x   0.99989906  =   0.99963095
 KO0389!UTM  12      -   0.99973186  x   0.99969327  =   0.99942522
 KO0389
 KO0389:                Primary Azimuth Mark                     Grid Az
 KO0389:SPC UT C     -  KNIGHT AZ MK                             073 54 31.0
 KO0389:UTM  12      -  KNIGHT AZ MK                             074 13 46.1
 KO0389
 KO0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK1295714306(NAD 83)
 KO0389
 KO0389|---------------------------------------------------------------------|
 KO0389| PID    Reference Object                     Distance      Geod. Az  |
 KO0389|                                                           dddmmss.s |
 KO0389| CM5002 KNIGHT RM 1                          10.384 METERS 01225     |
 KO0389| CM5001 KNIGHT AZ MK                                       0733436.8 |
 KO0389| CM5003 KNIGHT RM 2                          11.620 METERS 20951     |
 KO0389|---------------------------------------------------------------------|
 KO0389
 KO0389                          SUPERSEDED SURVEY CONTROL
 KO0389
 KO0389  NAD 83(1993)-  39 52 27.64365(N)    112 01 04.20962(W) AD(       ) 1
 KO0389  NAD 83(1986)-  39 52 27.63030(N)    112 01 04.20230(W) AD(       ) 1
 KO0389  NAD 27      -  39 52 27.80600(N)    112 01 01.40000(W) AD(       ) 1
 KO0389  NGVD 29 (07/19/86) 1726.2    (m)         5663.     (f) VERT ANG       
 KO0389
 KO0389.Superseded values are not recommended for survey control.
 KO0389
 KO0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0389.See file dsdata.pdf to determine how the superseded data were derived.
 KO0389
 KO0389_MARKER: DS = TRIANGULATION STATION DISK
 KO0389_SETTING: 80 = SET IN A BOULDER
 KO0389_STAMPING: KNIGHT 1947
 KO0389_MARK LOGO: CGS
 KO0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0389+STABILITY: SURFACE MOTION
 KO0389
 KO0389  HISTORY     - Date     Condition        Report By
 KO0389  HISTORY     - 1947     MONUMENTED       CGS
 KO0389
 KO0389                          STATION DESCRIPTION
 KO0389
 KO0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KO0389'THE STATION IS LOCATED ABOUT 8.0 MILES AIR LINE SOUTHWEST OF
 KO0389'THE VILLAGE OF GOSHEN, ABOUT 7.5 MILES AIR LINE SOUTHEAST
 KO0389'OF EUREKA, ON THE EASTERN SLOPE OF THE HIGHER MOUNTAINS TO
 KO0389'THE WESTWARD.  IT IS ON THE FIRST PROMINENT POINT, ABOUT 0.25
 KO0389'MILE SOUTHWEST OF THE OLD KNIGHT MINE OR TUNNEL, ON THE HIGHEST
 KO0389'POINT, 20 FEET NORTH OF A 4 FOOT ROCK CAIRN, 4 FEET NORTHWEST
 KO0389'OF A 3 FOOT BOULDER, PROJECTS 4 INCHES AND IS STAMPED KNIGHT
 KO0389'1947.
 KO0389'
 KO0389'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN THE
 KO0389'STATION, ON THE NORTH BRIM, 12 FEET SOUTH OF A 3 FOOT BOULDER,
 KO0389'PROJECTS 4 INCHES AND IS STAMPED KNIGHT NO 1 1947.
 KO0389'
 KO0389'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 KO0389'STATION, 18 FEET SOUTH-SOUTHWEST OF A 4 FOOT ROCK CAIRN,
 KO0389'PROJECTS 6 INCHES AND IS STAMPED KNIGHT NO 2 1947.
 KO0389'
 KO0389'THE AZIMUTH MARK IS LOCATED ALONG ROAD TO STATION, 20 FEET WEST
 KO0389'OF A BARB WIRE FENCE, 9 FEET WEST OF AND APPROXIMATELY 1
 KO0389'FOOT HIGHER THAN THE CENTER LINE OF ROAD, 2 FEET SOUTH OF A
 KO0389'ROCK CAIRN, PROJECTS 3 INCHES AND IS STAMPED KNIGHT 1947.
 KO0389'
 KO0389'TO REACH FROM THE STORE AND POST OFFICE AT ELBERTA.  GO WEST ON
 KO0389'U.S. HIGHWAY 6 FOR 0.45 MILE TO A ROAD ON LEFT.  TURN LEFT (S)
 KO0389'AND FOLLOW THIS ROAD FOR 1.8 MILES TO FORK.  TAKE THE RIGHT
 KO0389'FORK STRAIGHT AHEAD AND GO 1.7 MILES TO FORK.  KEEP THE RIGHT
 KO0389'FORK AND CONTINUE SOUTHWEST FOR 2.1 MILES TO FORK.  TAKE THE
 KO0389'RIGHT FORK LEAVING THE MAIN TRAVELED ROAD AND GO 0.3 MILE TO
 KO0389'AZIMUTH MARK ON RIGHT AS DESCRIBED ABOVE.  CONTINUE ON THIS
 KO0389'ROAD FOR 0.4 MILE TO FORK.  TAKE LEFT FORK AND GO 0.1 MILE TO
 KO0389'ENTRANCE TO THE OLD TUNNEL AND END OF TRUCK TRAVEL.  FROM
 KO0389'THIS POINT PACK UP RIDGE TO WEST AND SOUTH TO THE FIRST
 KO0389'PROMINENT POINT AND STATION SITE AS DESCRIBED ABOVE.  A 30
 KO0389'MINUTE PACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0440 ***********************************************************************
 LP0440  DESIGNATION -  KNOB
 LP0440  PID         -  LP0440
 LP0440  STATE/COUNTY-  UT/UTAH
 LP0440  COUNTRY     -  US
 LP0440  USGS QUAD   -  TICKVILLE SPRING (2017)
 LP0440
 LP0440                         *CURRENT SURVEY CONTROL
 LP0440  ______________________________________________________________________
 LP0440* NAD 83(1994) POSITION- 40 26 47.50965(N) 112 07 20.73364(W)   ADJUSTED
 LP0440* NAVD 88 ORTHO HEIGHT -  2227.2   (meters)     7307.    (feet) VERTCON3
 LP0440  ______________________________________________________________________
 LP0440  GEOID HEIGHT    -        -16.920 (meters)                     GEOID18
 LP0440  LAPLACE CORR    -         -7.90  (seconds)                    DEFLEC18
 LP0440  HORZ ORDER      -  THIRD
 LP0440
 LP0440.The horizontal coordinates were established by classical geodetic methods
 LP0440.and adjusted by the National Geodetic Survey in November 1997.
 LP0440
 LP0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0440
 LP0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0440.GEOID18 height accuracy estimate available here.
 LP0440
 LP0440.Click photographs - Photos may exist for this station.
 LP0440
 LP0440.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0440
 LP0440. The following values were computed from the NAD 83(1994) position.
 LP0440
 LP0440;                    North         East     Units Scale Factor Converg.
 LP0440;SPC UT C     - 2,234,793.568   447,199.236   MT  0.99995573   -0 23 55.4
 LP0440;SPC UT C     - 7,331,985.23  1,467,186.16   sFT  0.99995573   -0 23 55.4
 LP0440;UTM  12      - 4,477,924.528   404,816.069   MT  0.99971152   -0 43 41.6
 LP0440
 LP0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0440!SPC UT C     -   0.99965340  x   0.99995573  =   0.99960914
 LP0440!UTM  12      -   0.99965340  x   0.99971152  =   0.99936502
 LP0440
 LP0440:                Primary Azimuth Mark                     Grid Az
 LP0440:SPC UT C     -  BALD                                     190 25 24.9
 LP0440:UTM  12      -  BALD                                     190 45 11.1
 LP0440
 LP0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK0481677924(NAD 83)
 LP0440
 LP0440|---------------------------------------------------------------------|
 LP0440| PID    Reference Object                     Distance      Geod. Az  |
 LP0440|                                                           dddmmss.s |
 LP0440| LP0444 BALD                                APPROX. 6.5 KM 1900129.5 |
 LP0440|---------------------------------------------------------------------|
 LP0440
 LP0440                          SUPERSEDED SURVEY CONTROL
 LP0440
 LP0440  NAD 83(1993)-  40 26 47.50879(N)    112 07 20.73212(W) AD(       ) 3
 LP0440  NAD 83(1986)-  40 26 47.49933(N)    112 07 20.72752(W) AD(       ) 3
 LP0440  NAD 27      -  40 26 47.69422(N)    112 07 17.93813(W) AD(       ) 3
 LP0440  NGVD 29 (07/19/86) 2226.0    (m)         7303.     (f) VERT ANG       
 LP0440
 LP0440.Superseded values are not recommended for survey control.
 LP0440
 LP0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0440.See file dsdata.pdf to determine how the superseded data were derived.
 LP0440
 LP0440_MARKER: DB = BENCH MARK DISK
 LP0440_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0440_STAMPING: KNOB 1950
 LP0440_MARK LOGO: USGS
 LP0440_PROJECTION: FLUSH
 LP0440_MAGNETIC: P = MARKER IS A STEEL PIPE
 LP0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0440
 LP0440  HISTORY     - Date     Condition        Report By
 LP0440  HISTORY     - 1950     MONUMENTED       USGS
 LP0440
 LP0440                          STATION DESCRIPTION
 LP0440
 LP0440'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LP0440'LOCATED ABOUT 7.8 MI. N. OF CEDAR VALLEY, 7 MI. SW. OF HERRIMAN
 LP0440'SCHOOL, 0.3 MI. N. OF CITY CANYON FORK, ON A HIGH POINTED TOP.
 LP0440'STATION IS ON HIGHEST POINT IN CENTER OF OLD CAIRN.
 LP0440'
 LP0440'TO REACH FROM HERRIMAN SCHOOL, DRIVE W. FOR 0.8 MI., TURN LEFT (S.)
 LP0440'FOR 0.8 MI., TURN RIGHT (SW.) 3.4 MI. ALONG ROSE CANYON RD. TO RD.
 LP0440'FORKS, CROSS GULCH TO LEFT AND CONTINUE 2.5 MI. SW. TO DIM WAGON RD.
 LP0440'ON RIGHT AND END OF TRUCK TRAVEL.  PACK 0.5 MI. NW. UP STEEP RD. TO
 LP0440'TOP, TURN LEFT (WSW.) TO RIGHT FORK OF CITY CANYON FOR 0.7 MI.,
 LP0440'THENCE 0.3 MI. SW. UP SLOPE TO SHOULDER, TURN LEFT (SE.) FOR 0.3 MI.
 LP0440'TO HIGHEST AND MOST WESTERLY POINT OF SHARP TOP.
 LP0440'
 LP0440'STATION MARK--STANDARD TABLET STAMPED ---KNOB 1950--- WELDED ON TOP
 LP0440'OF IRON PIPE SET FLUSH WITH GROUND.
 LP0440'
 LP0440'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 LP0440'1--- SET IN ROCK, 17.10 FT. FROM STATION MARK, N 30 DEG 41 MIN W.
 LP0440'
 LP0440'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 LP0440'2--- SET IN ROCK, 23.90 FT. FROM STATION MARK, S 74 DEG 31 MIN W,
 LP0440'AND 6.5 FT. LOWER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0500 ***********************************************************************
 JM0500  DESIGNATION -  KNOB
 JM0500  PID         -  JM0500
 JM0500  STATE/COUNTY-  UT/SAN JUAN
 JM0500  COUNTRY     -  US
 JM0500  USGS QUAD   -  LISBON VALLEY (2017)
 JM0500
 JM0500                         *CURRENT SURVEY CONTROL
 JM0500  ______________________________________________________________________
 JM0500* NAD 83(1994) POSITION- 38 11 02.77095(N) 109 14 51.11429(W)   ADJUSTED
 JM0500* NAVD 88 ORTHO HEIGHT -  2173.5   (meters)     7131.    (feet) VERTCON3
 JM0500  ______________________________________________________________________
 JM0500  GEOID HEIGHT    -        -18.816 (meters)                     GEOID18
 JM0500  LAPLACE CORR    -          0.58  (seconds)                    DEFLEC18
 JM0500  HORZ ORDER      -  THIRD
 JM0500
 JM0500.The horizontal coordinates were established by classical geodetic methods
 JM0500.and adjusted by the National Geodetic Survey in November 1997.
 JM0500
 JM0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0500
 JM0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0500.GEOID18 height accuracy estimate available here.
 JM0500
 JM0500.Click photographs - Photos may exist for this station.
 JM0500
 JM0500.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0500
 JM0500. The following values were computed from the NAD 83(1994) position.
 JM0500
 JM0500;                    North         East     Units Scale Factor Converg.
 JM0500;SPC UT S     - 3,170,790.117   697,320.319   MT  0.99997561   +1 22 48.2
 JM0500;SPC UT S     -10,402,833.91  2,287,791.75   sFT  0.99997561   +1 22 48.2
 JM0500;UTM  12      - 4,227,693.246   653,482.283   MT  0.99989012   +1 05 00.9
 JM0500
 JM0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0500!SPC UT S     -   0.99966203  x   0.99997561  =   0.99963765
 JM0500!UTM  12      -   0.99966203  x   0.99989012  =   0.99955219
 JM0500
 JM0500:                Primary Azimuth Mark                     Grid Az
 JM0500:SPC UT S     -  LA SAL                                   338 07 22.6
 JM0500:UTM  12      -  LA SAL                                   338 25 09.9
 JM0500
 JM0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH5348227693(NAD 83)
 JM0500
 JM0500|---------------------------------------------------------------------|
 JM0500| PID    Reference Object                     Distance      Geod. Az  |
 JM0500|                                                           dddmmss.s |
 JM0500| JM0496 MOUNT PEALE                         APPROX.28.3 KM 0031448.2 |
 JM0500| JM0501 LA SAL                              APPROX. 6.4 KM 3393010.8 |
 JM0500|---------------------------------------------------------------------|
 JM0500
 JM0500                          SUPERSEDED SURVEY CONTROL
 JM0500
 JM0500  NAD 83(1992)-  38 11 02.75971(N)    109 14 51.11442(W) AD(       ) 3
 JM0500  NAD 83(1986)-  38 11 02.75925(N)    109 14 51.11435(W) AD(       ) 3
 JM0500  NAD 27      -  38 11 02.79829(N)    109 14 48.72029(W) AD(       ) 3
 JM0500  NGVD 29 (07/19/86) 2172.3    (m)         7127.     (f) VERT ANG       
 JM0500
 JM0500.Superseded values are not recommended for survey control.
 JM0500
 JM0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0500.See file dsdata.pdf to determine how the superseded data were derived.
 JM0500
 JM0500_MARKER: DB = BENCH MARK DISK
 JM0500_SETTING: 66 = SET IN ROCK OUTCROP
 JM0500_STAMPING: KNIB 1954
 JM0500_MARK LOGO: USGS
 JM0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0500+STABILITY: POSITION/ELEVATION WELL
 JM0500
 JM0500  HISTORY     - Date     Condition        Report By
 JM0500  HISTORY     - 1954     MONUMENTED       USGS
 JM0500
 JM0500                          STATION DESCRIPTION
 JM0500
 JM0500'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0500'LOCATED ABOUT 40 MI. SSE. OF MOAB, 12 MI. S. OF LA SAL, 0.25 MI. S.
 JM0500'OF STANDARD URANIUM CO. CAMP AND MINE, ON HIGHEST POINT OF TOP OF
 JM0500'CENTRAL OF THREE PROMINENT SANDSTONE KNOBS ON RIM OVERLOOKING BIG
 JM0500'INDIAN CANYON TO THE E.
 JM0500'
 JM0500'STATION REACHED BY HELICOPTER.  (MAY BE REACHED BY TRUCK BY DRIVING
 JM0500'TO STANDARD URANIUM CO. CAMP, THENCE ON PROSPECT RD. TO POINT ABOUT
 JM0500'100 YDS. E. OF STATION.)
 JM0500'
 JM0500'STATION MARK--STANDARD TABLET STAMPED ---KNOB 1954--- CEMENTED IN
 JM0500'DRILL HOLE.
 JM0500'
 JM0500'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 JM0500'1 1954--- CEMENTED IN DRILL HOLE ON DETACHED PORTION OF SANDSTONE
 JM0500'TOP, 15.47 FT. FROM STATION MARK, N 54 DEG 38 MIN W.
 JM0500'
 JM0500'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 JM0500'2 1954--- CEMENTED IN SANDSTONE OUTCROP, 22.27 FT. FROM STATION
 JM0500'MARK, N 36 DEG 03 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0426 ***********************************************************************
 KO0426  DESIGNATION -  KNOBBY
 KO0426  PID         -  KO0426
 KO0426  STATE/COUNTY-  UT/MILLARD
 KO0426  COUNTRY     -  US
 KO0426  USGS QUAD   -  PAHVANT BUTTE NORTH (2017)
 KO0426
 KO0426                         *CURRENT SURVEY CONTROL
 KO0426  ______________________________________________________________________
 KO0426* NAD 83(1994) POSITION- 39 10 36.53108(N) 112 30 11.16416(W)   ADJUSTED
 KO0426* NAVD 88 ORTHO HEIGHT -  1436.10  (+/-2cm)     4711.6   (feet) VERTCON3
 KO0426  ______________________________________________________________________
 KO0426  GEOID HEIGHT    -        -19.394 (meters)                     GEOID18
 KO0426  LAPLACE CORR    -          7.38  (seconds)                    DEFLEC18
 KO0426  HORZ ORDER      -  FIRST
 KO0426  VERT ORDER      -  THIRD ? (See Below)
 KO0426
 KO0426.The horizontal coordinates were established by classical geodetic methods
 KO0426.and adjusted by the National Geodetic Survey in November 1997.
 KO0426
 KO0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0426
 KO0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0426.GEOID18 height accuracy estimate available here.
 KO0426
 KO0426.The vertical order pertains to the NGVD 29 superseded value.
 KO0426
 KO0426.Click photographs - Photos may exist for this station.
 KO0426
 KO0426.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0426
 KO0426. The following values were computed from the NAD 83(1994) position.
 KO0426
 KO0426;                    North         East     Units Scale Factor Converg.
 KO0426;SPC UT C     - 2,094,129.354   413,326.548   MT  0.99996432   -0 38 33.2
 KO0426;SPC UT C     - 6,870,489.39  1,356,055.52   sFT  0.99996432   -0 38 33.2
 KO0426;UTM  12      - 4,337,474.119   370,165.356   MT  0.99980756   -0 56 58.8
 KO0426
 KO0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0426!SPC UT C     -   0.99977778  x   0.99996432  =   0.99974211
 KO0426!UTM  12      -   0.99977778  x   0.99980756  =   0.99958538
 KO0426
 KO0426:                Primary Azimuth Mark                     Grid Az
 KO0426:SPC UT C     -  KNOBBY AZ MK                             328 43 18.2
 KO0426:UTM  12      -  KNOBBY AZ MK                             329 01 43.8
 KO0426
 KO0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ7016537474(NAD 83)
 KO0426
 KO0426|---------------------------------------------------------------------|
 KO0426| PID    Reference Object                     Distance      Geod. Az  |
 KO0426|                                                           dddmmss.s |
 KO0426| CM5005 KNOBBY RM 1                          10.987 METERS 03526     |
 KO0426| CM5006 KNOBBY RM 2                           6.288 METERS 17038     |
 KO0426| CM5004 KNOBBY AZ MK                                       3280445.0 |
 KO0426| KO0423 DELTA WATER TANK                    APPROX.21.3 KM 3423221.3 |
 KO0426| KO0424 RNG DELTA RADIO DTA                 APPROX.18.2 KM 3480323.3 |
 KO0426|---------------------------------------------------------------------|
 KO0426
 KO0426                          SUPERSEDED SURVEY CONTROL
 KO0426
 KO0426  NAD 83(1986)-  39 10 36.52356(N)    112 30 11.15741(W) AD(       ) 1
 KO0426  NAD 27      -  39 10 36.66700(N)    112 30 08.36000(W) AD(       ) 1
 KO0426  NGVD 29            1435.02   (m)         4708.1    (f) LEVELING    3  
 KO0426
 KO0426.Superseded values are not recommended for survey control.
 KO0426
 KO0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0426.See file dsdata.pdf to determine how the superseded data were derived.
 KO0426
 KO0426_MARKER: DS = TRIANGULATION STATION DISK
 KO0426_SETTING: 66 = SET IN ROCK OUTCROP
 KO0426_STAMPING: KNOBBY 1947
 KO0426_MARK LOGO: CGS
 KO0426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0426+STABILITY: POSITION/ELEVATION WELL
 KO0426
 KO0426  HISTORY     - Date     Condition        Report By
 KO0426  HISTORY     - 1947     MONUMENTED       CGS
 KO0426  HISTORY     - 1953     GOOD             CGS
 KO0426  HISTORY     - 1957     GOOD             CGS
 KO0426  HISTORY     - 1971     GOOD             USGS
 KO0426
 KO0426                          STATION DESCRIPTION
 KO0426
 KO0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KO0426'THE STATION IS LOCATED ON A PROMINENT ROCK KNOLL ON THE LOW
 KO0426'FLAT DESERT AREA.  THE KNOLL IS A MASS OF VOLCANIC ROCK WHICH
 KO0426'IS REDDISH IN APPEARANCE.  THE STATION IS 12.5 MILES AIR LINE
 KO0426'SOUTH AND EAST OF DELTA.  13 MILES AIR LINE NORTHWEST OF
 KO0426'HOLDEN.  4.5 MILES AIR LINE NORTHEAST OF PAVANT BUTTE.  ON THE
 KO0426'HIGHEST POINT OF THE KNOLL.  AND IS STAMPED--KNOBBY 1947.
 KO0426'
 KO0426'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN THE
 KO0426'STATION, PROJECTS 4 FEET AND IS STAMPED--KNOBBY NO 1 1947.
 KO0426'
 KO0426'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 KO0426'STATION, PROJECTS 20 INCHES AND IS STAMPED--KNOBBY NO 2 1947.
 KO0426'
 KO0426'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD TO STATION ABOUT
 KO0426'0.05 MILE BEFORE REACHING ALKALI FLAT MENTIONED IN DESCRIPTION,
 KO0426'19 PACES WEST OF AND APPROX. 1 FOOT HIGHER THAN CENTER LINE
 KO0426'OF ROAD, PROJECTS 4 INCHES AND STAMPED--KNOBBY 1947.
 KO0426'
 KO0426'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 91 AND STATE HIGHWAY
 KO0426'26 AT THE NORTH EDGE OF HOLDEN.  GO NORTHWEST ON STATE HIGHWAY
 KO0426'26 FOR 9.1 MILES TO A POINT WHERE THE HIGHWAY MAKES A LARGE
 KO0426'CURVE TO THE RIGHT (N) AND AN OLD GRADED ROAD CONTINUES STRAIGHT
 KO0426'AHEAD WESTERLY.  CONTINUE STRAIGHT AHEAD WESTERLY ON THIS
 KO0426'GRADED ROAD FOR 2.6 MILES TO END OF A FENCE LINE AND THE MAIN
 KO0426'ROAD GOES TO THE NORTHWEST.  CONTINUE ON THIS OLD ROAD FOR
 KO0426'3.6 MILES TO A SPRING AND WATERING TROUGH, HERE THERE IS TWO
 KO0426'TRACK ROADS LEADING TO THE SOUTHWARD.  TAKE THE TRACK ROAD
 KO0426'FARTHEST WEST AND FOLLOW IT AS IT WINDS THROUGH THE ROCKY
 KO0426'AREA AND GO 1.65 MILES TO AZIMUTH MARK ON RIGHT AS
 KO0426'DESCRIBED ABOVE.  CONTINUE FOR 0.4 MILE, PASSING LARGE
 KO0426'ALKALI FLAT TO A POINT PAST THE BOULDER AREA.  AT THIS
 KO0426'POINT LEAVE ROAD AND WORK WAY ACROSS COUNTRY TO THE
 KO0426'EASTWARD TOWARD THE ROCK KNOLL FOR ABOUT 0.3 MILE TO THE
 KO0426'SOUTH SIDE OF KNOLL AND END OF TRUCK TRAVEL.  THENCE
 KO0426'PACK ABOUT 100 FEET TO TOP OF KNOLL AND STATION SITE.
 KO0426
 KO0426                          STATION RECOVERY (1953)
 KO0426
 KO0426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCS)
 KO0426'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 KO0426'
 KO0426'STATION IS AT HIGHEST POINT OF LAVA ROCK FORMATION NEAR
 KO0426'NORTH END OF PROMINENT RIDGE.
 KO0426
 KO0426                          STATION RECOVERY (1957)
 KO0426
 KO0426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0426'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERD
 KO0426'AND FOUND TO BE IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 KO0426'FOLLOWS--
 KO0426'
 KO0426'THE STATION IS LOCATED ON THE TOP OF A PROMINENT ROCKY KNOLL
 KO0426'IN A FLAT DESERT AREA, AIRLINE ABOUT 11 MILES SOUTHEAST OF
 KO0426'DESERET, 12 MILES SOUTH-SOUTHEAST OF DELTA, AND 13 MILES
 KO0426'WEST-NORTHWEST OF HOLDEN.
 KO0426'
 KO0426'TO REACH THE STATION FROM THE POST OFFICE IN DELTA GO SOUTH
 KO0426'ABOUT 50 YARDS TO AN INTERSECTION.  TURN LEFT ONTO U.S. HIGHWAY
 KO0426'6 AND GO EAST 0.7 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 KO0426'GO EAST ON STATE HIGHWAY 26 FOR 3.5 MILES TO A FORK.  TAKE
 KO0426'THE RIGHT FORK AS PER SIGN HOLDEN AND GO SOUTHEAST ON STATE
 KO0426'HIGHWAY 26 FOR 14.2 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 KO0426'GO SOUTH 0.05 MILE TO A WIRE GATE ON THE RIGHT.  TURN RIGHT,
 KO0426'PASS THROUGH THE GATE, AND GO NORTHWEST ON A DIRT ROAD 1.4
 KO0426'MILES TO A GATE.  PASS THROUGH THE GATE AND GO NORTHWEST AND
 KO0426'WEST 1.0 MILE TO A GATE.  PASS THROUGH THE GATE AND GO WEST
 KO0426'1.3 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO NORTHWEST
 KO0426'AND WEST 2.1 MILES TO A FORK AT THE SOUTH SIDE OF A WATER
 KO0426'HOLE.  TAKE THE LEFT FORK AND GO SOUTH 1.5 MILES TO A CAIRN AND
 KO0426'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ONTO AN
 KO0426'ALKALI FLAT 0.2 MILE.  USING A TRUCK WITH 4-WHEEL DRIVE GO
 KO0426'EAST CROSS COUNTRY 0.5 MILE TO THE SOUTH SIDE OF A ROCKY
 KO0426'KNOLL.  PACK NORTH ABOUT 100 FEET TO THE HIGHEST POINT
 KO0426'AND THE STATION.
 KO0426'
 KO0426'THE STATION MARK IS A STANDARD DISK STAMPED KNOBBY 1947
 KO0426'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 KO0426'5 FEET ABOVE THE GROUND.  IT IS ABOUT 40 FEET HIGHER THAN THE
 KO0426'SURROUNDING DESERT IN THE CENTER OF A ROCKY KNOLL ABOUT 200
 KO0426'FEET IN DIAMETER.
 KO0426'
 KO0426'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED KNOBBY
 KO0426'NO 1 1947 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 KO0426'THAT PROJECTS 4 FEET ABOVE THE GROUND.  IT IS 4 FEET LOWER
 KO0426'THAN THE STATION.
 KO0426'
 KO0426'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED KNOBBY
 KO0426'NO 2 1947 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 KO0426'THAT PROJECTS 6 FEET ABOVE THE GROUND.  IT IS 18 INCHES LOWER
 KO0426'THAN THE STATION.
 KO0426'
 KO0426'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF A DIRT ROAD
 KO0426'AND IS A STANDARD DISK STAMPED KNOBBY 1947 CEMENTED IN A DRILL
 KO0426'HOLE IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT 2 INCHES ABOVE
 KO0426'THE GROUND.  IT IS 2 FEET SOUTH OF A 3-FOOT CAIRN AND 52 FEET
 KO0426'WEST OF THE CENTERLINE OF THE ROAD.
 KO0426'
 KO0426'HEIGHT OF STAND--1.42 M.
 KO0426
 KO0426                          STATION RECOVERY (1971)
 KO0426
 KO0426'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KO0426'RECOVERED IN GOOD CONDITION.
 KO0426'
 KO0426'STATION MARK--STANDARD DISK, STAMPED ---KNOBBY 1947---, CEMENTED IN
 KO0426'A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 5 FT. ABOVE THE
 KO0426'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0575 ***********************************************************************
 HO0575  DESIGNATION -  KNOLL
 HO0575  PID         -  HO0575
 HO0575  STATE/COUNTY-  UT/KANE
 HO0575  COUNTRY     -  US
 HO0575  USGS QUAD   -  STRAIGHT CANYON (2017)
 HO0575
 HO0575                         *CURRENT SURVEY CONTROL
 HO0575  ______________________________________________________________________
 HO0575* NAD 83(1994) POSITION- 37 29 21.81783(N) 112 52 23.39063(W)   ADJUSTED
 HO0575* NAVD 88 ORTHO HEIGHT -  2535.3   (meters)     8318.    (feet) VERTCON3
 HO0575  ______________________________________________________________________
 HO0575  GEOID HEIGHT    -        -20.786 (meters)                     GEOID18
 HO0575  LAPLACE CORR    -          9.26  (seconds)                    DEFLEC18
 HO0575  HORZ ORDER      -  THIRD
 HO0575
 HO0575.The horizontal coordinates were established by classical geodetic methods
 HO0575.and adjusted by the National Geodetic Survey in June 1998.
 HO0575
 HO0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0575
 HO0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0575.GEOID18 height accuracy estimate available here.
 HO0575
 HO0575.Click photographs - Photos may exist for this station.
 HO0575
 HO0575.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0575
 HO0575. The following values were computed from the NAD 83(1994) position.
 HO0575
 HO0575;                    North         East     Units Scale Factor Converg.
 HO0575;SPC UT S     - 3,092,200.290   378,568.867   MT  0.99996445   -0 50 28.8
 HO0575;SPC UT S     -10,144,993.78  1,242,021.36   sFT  0.99996445   -0 50 28.8
 HO0575;UTM  12      - 4,150,812.506   334,399.754   MT  0.99993780   -1 08 25.1
 HO0575
 HO0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0575!SPC UT S     -   0.99960557  x   0.99996445  =   0.99957003
 HO0575!UTM  12      -   0.99960557  x   0.99993780  =   0.99954339
 HO0575
 HO0575:                Primary Azimuth Mark                     Grid Az
 HO0575:SPC UT S     -  JONES 2                                  280 43 49.9
 HO0575:UTM  12      -  JONES 2                                  281 01 46.2
 HO0575
 HO0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG3439950812(NAD 83)
 HO0575
 HO0575|---------------------------------------------------------------------|
 HO0575| PID    Reference Object                     Distance      Geod. Az  |
 HO0575|                                                           dddmmss.s |
 HO0575| HO0591 JONES 2                             APPROX. 8.6 KM 2795321.1 |
 HO0575|---------------------------------------------------------------------|
 HO0575
 HO0575                          SUPERSEDED SURVEY CONTROL
 HO0575
 HO0575  NAD 83(1986)-  37 29 21.81697(N)    112 52 23.38839(W) AD(       ) 3
 HO0575  NAD 27      -  37 29 21.89622(N)    112 52 20.60032(W) AD(       ) 3
 HO0575  NGVD 29 (07/19/86) 2534.0    (m)         8314.     (f) VERT ANG       
 HO0575
 HO0575.Superseded values are not recommended for survey control.
 HO0575
 HO0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0575.See file dsdata.pdf to determine how the superseded data were derived.
 HO0575
 HO0575_MARKER: DD = SURVEY DISK
 HO0575_SETTING: 66 = SET IN ROCK OUTCROP
 HO0575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0575+STABILITY: POSITION/ELEVATION WELL
 HO0575
 HO0575  HISTORY     - Date     Condition        Report By
 HO0575  HISTORY     - 1954     MONUMENTED       USGS
 HO0575
 HO0575                          STATION DESCRIPTION
 HO0575
 HO0575'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (LHH)
 HO0575'LOCATED ABOUT 17.0 MI. SE. OF CEDAR CITY AND 5.0 MI. SW. OF NAVAJO
 HO0575'LAKE, ON A BRUSHY KNOLL ABOUT 2.0 MI. S. OF DEEP CREEK.
 HO0575'
 HO0575'TO REACH FROM CEDAR CREEK RANCH LODGE, ON HIGHWAY 15, ABOUT
 HO0575'10.0 MI. W. OF CARMEL JCT., DRIVE W. 1.6 MI. TO GRAVELED RD. ON
 HO0575'RIGHT, TAKE GRAVELED RD. N. AND W., STAY ON MAIN TRAVELED RD. 8.5
 HO0575'MI. TO SALINA MINING COMPANY BUILDINGS ON LEFT, CONTINUE STRAIGHT
 HO0575'AHEAD IN NORTHERLY DIRECTION 2.0 MI. TO RD. FORKS, DRIVE STRAIGHT
 HO0575'AHEAD 2.5 MI. TO A CURVE AT POINT OF PROMINENT E. W. RIDGE, THEN
 HO0575'2.5 MI. TO BRIDGE AT N. FORK OF VIRGIN RIVER, TAKE RIGHT FORK 1.3
 HO0575'MI. TO SAWMILL, THEN 1.3 MI. TO T RD. N, TURN LEFT N. CROSS
 HO0575'CREEK AND FOLLOW MAIN TRAVELED RD. 2.7 MI. TO FORKS AT A GATE, TAKE
 HO0575'RIGHT FORK IN A NORTHERLY DIRECTION, FOLLOW MAIN TRAVELED RD. 3.2
 HO0575'MI., TURN RIGHT OFF RD. AND FOLLOW POLE FENCE NW. AND N. 0.5 MI. TO
 HO0575'E. W. FENCE.  PACK E. ABOUT 0.2 MI. TO HIGHEST PART OF BRUSH TOP
 HO0575'AND STATION.
 HO0575'
 HO0575'STATION MARK IS STANDARD TABLET STAMPED KNOLL 1954 CEMENTED
 HO0575'IN SOLID ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0560 ***********************************************************************
 JO0560  DESIGNATION -  KNOLL
 JO0560  PID         -  JO0560
 JO0560  STATE/COUNTY-  UT/BEAVER
 JO0560  COUNTRY     -  US
 JO0560  USGS QUAD   -  NINEMILE KNOLL (2017)
 JO0560
 JO0560                         *CURRENT SURVEY CONTROL
 JO0560  ______________________________________________________________________
 JO0560* NAD 83(1994) POSITION- 38 09 02.71532(N) 113 07 13.72855(W)   ADJUSTED
 JO0560* NAVD 88 ORTHO HEIGHT -  1728.7   (meters)     5672.    (feet) VERTCON3
 JO0560  ______________________________________________________________________
 JO0560  GEOID HEIGHT    -        -21.441 (meters)                     GEOID18
 JO0560  LAPLACE CORR    -          5.61  (seconds)                    DEFLEC18
 JO0560  HORZ ORDER      -  THIRD
 JO0560
 JO0560.The horizontal coordinates were established by classical geodetic methods
 JO0560.and adjusted by the National Geodetic Survey in November 1997.
 JO0560
 JO0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0560
 JO0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0560.GEOID18 height accuracy estimate available here.
 JO0560
 JO0560.Click photographs - Photos may exist for this station.
 JO0560
 JO0560.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0560
 JO0560. The following values were computed from the NAD 83(1994) position.
 JO0560
 JO0560;                    North         East     Units Scale Factor Converg.
 JO0560;SPC UT S     - 3,165,942.604   357,972.227   MT  0.99997172   -0 59 34.3
 JO0560;SPC UT S     -10,386,930.03  1,174,447.21   sFT  0.99997172   -0 59 34.3
 JO0560;UTM  12      - 4,224,666.159   314,199.125   MT  1.00002518   -1 18 37.0
 JO0560
 JO0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0560!SPC UT S     -   0.99973218  x   0.99997172  =   0.99970391
 JO0560!UTM  12      -   0.99973218  x   1.00002518  =   0.99975736
 JO0560
 JO0560:                Primary Azimuth Mark                     Grid Az
 JO0560:SPC UT S     -  MOSCOW                                   024 17 16.9
 JO0560:UTM  12      -  MOSCOW                                   024 36 19.6
 JO0560
 JO0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH1419924666(NAD 83)
 JO0560
 JO0560|---------------------------------------------------------------------|
 JO0560| PID    Reference Object                     Distance      Geod. Az  |
 JO0560|                                                           dddmmss.s |
 JO0560| JO0555 MOSCOW                              APPROX.12.1 KM 0231742.6 |
 JO0560|---------------------------------------------------------------------|
 JO0560
 JO0560                          SUPERSEDED SURVEY CONTROL
 JO0560
 JO0560  NAD 83(1986)-  38 09 02.71114(N)    113 07 13.72471(W) AD(       ) 3
 JO0560  NAD 27      -  38 09 02.82543(N)    113 07 10.87669(W) AD(       ) 3
 JO0560  NGVD 29 (07/19/86) 1727.6    (m)         5668.     (f) VERT ANG       
 JO0560
 JO0560.Superseded values are not recommended for survey control.
 JO0560
 JO0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0560.See file dsdata.pdf to determine how the superseded data were derived.
 JO0560
 JO0560_MARKER: DD = SURVEY DISK
 JO0560_SETTING: 66 = SET IN ROCK OUTCROP
 JO0560_STAMPING: KNOLL 1951
 JO0560_MARK LOGO: USGS
 JO0560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0560+STABILITY: POSITION/ELEVATION WELL
 JO0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0560+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2004
 JO0560
 JO0560  HISTORY     - Date     Condition        Report By
 JO0560  HISTORY     - 1951     MONUMENTED       USGS
 JO0560  HISTORY     - 20040822 GOOD             INDIV
 JO0560
 JO0560                          STATION DESCRIPTION
 JO0560
 JO0560'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JO0560'LOCATED ABOUT 12.0 MI. SW. OF MINERSVILLE, 0.5 MI. S. OF RD. FROM
 JO0560'MINERSVILLE TO NADA, ON TOP OF FIRST OPEN RIDGE S. OF RD.
 JO0560'
 JO0560'TO REACH FROM MINERSVILLE POST OFFICE, DRIVE W. FOR 0.25 MI. TO
 JO0560'STREET INTERSECTION, THENCE LEFT (S.) ON RD. TO PAROWAN FOR 0.85 MI.
 JO0560'TO RD. FORKS W., TURN RIGHT (W.) ON GOOD GRADED RD. FOR 3.3 MI. TO
 JO0560'T-RD., TURN LEFT AND FOLLOW GOOD GRADED RD. 7.3 MI. TO DIM RD. FORKS
 JO0560'SW., TURN LEFT (SW.) ON DIM TRACK RD. 0.4 MI. TO RD. FORKS, THENCE
 JO0560'LEFT 0.7 MI. TO BROAD SAGEBRUSH DRAW, TURN RIGHT UP DRAW FOR 0.35 MI.
 JO0560'TO BASE OF RIDGE AND END OF TRUCK TRAVEL.  PACK S. ABOUT 0.2 MI. TO
 JO0560'TOP OF RIDGE AND STATION ON HIGHEST POINT.  ABOUT 20 MINUTE PACK.
 JO0560'
 JO0560'STATION MARK--STANDARD TABLET, STAMPED ---KNOLL 1951---, CEMENTED IN
 JO0560'DRILL HOLE IN LARGE ROCK EMBEDDED IN GROUND.
 JO0560'
 JO0560'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---KNOLL
 JO0560'NO 1 1951---, CEMENTED IN DRILL HOLE IN LARGE ROCK EMBEDDED IN GROUND.
 JO0560'
 JO0560'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---KNOLL
 JO0560'1951 NO 2---, CEMENTED IN DRILL HOLE IN LARGE ROCK EMBEDDED IN GROUND.
 JO0560
 JO0560                          STATION RECOVERY (2004)
 JO0560
 JO0560'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HDM)
 JO0560'STA MARK AND BOTH REFERENCE MARKS RECOVERED.  RM1 IS 2 PACES NW.  RM2
 JO0560'IS 4 PACES NE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0374 ***********************************************************************
 LP0374  DESIGNATION -  KNOLL
 LP0374  PID         -  LP0374
 LP0374  STATE/COUNTY-  UT/SALT LAKE
 LP0374  COUNTRY     -  US
 LP0374  USGS QUAD   -  MAGNA (2017)
 LP0374
 LP0374                         *CURRENT SURVEY CONTROL
 LP0374  ______________________________________________________________________
 LP0374* NAD 83(1994) POSITION- 40 37 45.94220(N) 112 03 40.88439(W)   ADJUSTED
 LP0374* NAVD 88 ORTHO HEIGHT -  1621.2   (meters)     5319.    (feet) VERTCON3
 LP0374  ______________________________________________________________________
 LP0374  GEOID HEIGHT    -        -17.213 (meters)                     GEOID18
 LP0374  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC18
 LP0374  HORZ ORDER      -  THIRD
 LP0374
 LP0374.The horizontal coordinates were established by classical geodetic methods
 LP0374.and adjusted by the National Geodetic Survey in November 1997.
 LP0374
 LP0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0374
 LP0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0374.GEOID18 height accuracy estimate available here.
 LP0374
 LP0374.Click photographs - Photos may exist for this station.
 LP0374
 LP0374.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0374
 LP0374. The following values were computed from the NAD 83(1994) position.
 LP0374
 LP0374;                    North         East     Units Scale Factor Converg.
 LP0374;SPC UT C     - 2,255,068.266   452,507.166   MT  0.99999495   -0 21 34.5
 LP0374;SPC UT C     - 7,398,503.14  1,484,600.59   sFT  0.99999495   -0 21 34.5
 LP0374;UTM  12      - 4,498,162.815   410,239.423   MT  0.99969917   -0 41 28.2
 LP0374
 LP0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0374!SPC UT C     -   0.99974845  x   0.99999495  =   0.99974340
 LP0374!UTM  12      -   0.99974845  x   0.99969917  =   0.99944770
 LP0374
 LP0374:                Primary Azimuth Mark                     Grid Az
 LP0374:SPC UT C     -  BACCHUS AF PLANT 81 TANK                 018 39 04.6
 LP0374:UTM  12      -  BACCHUS AF PLANT 81 TANK                 018 58 58.3
 LP0374
 LP0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1023998162(NAD 83)
 LP0374
 LP0374|---------------------------------------------------------------------|
 LP0374| PID    Reference Object                     Distance      Geod. Az  |
 LP0374|                                                           dddmmss.s |
 LP0374| LP0357 BACCHUS AF PLANT 81 TANK            APPROX. 4.6 KM 0181730.1 |
 LP0374| LP0375 KNOLL RM 1                            9.382 METERS 23100     |
 LP0374| CM5007 KNOLL RM 2                            6.230 METERS 30719     |
 LP0374|---------------------------------------------------------------------|
 LP0374
 LP0374                          SUPERSEDED SURVEY CONTROL
 LP0374
 LP0374  NAD 83(1993)-  40 37 45.94086(N)    112 03 40.88311(W) AD(       ) 3
 LP0374  NAD 83(1986)-  40 37 45.93174(N)    112 03 40.87638(W) AD(       ) 3
 LP0374  NAD 27      -  40 37 46.12268(N)    112 03 38.09276(W) AD(       ) 3
 LP0374  NGVD 29 (07/19/86) 1620.2    (m)         5316.     (f) VERT ANG       
 LP0374
 LP0374.Superseded values are not recommended for survey control.
 LP0374
 LP0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0374.See file dsdata.pdf to determine how the superseded data were derived.
 LP0374
 LP0374_MARKER: DD = SURVEY DISK
 LP0374_SETTING: 66 = SET IN ROCK OUTCROP
 LP0374_STAMPING: KNOLL 1950
 LP0374_MARK LOGO: USGS
 LP0374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0374+STABILITY: POSITION/ELEVATION WELL
 LP0374
 LP0374  HISTORY     - Date     Condition        Report By
 LP0374  HISTORY     - 1950     MONUMENTED       USGS
 LP0374
 LP0374                          STATION DESCRIPTION
 LP0374
 LP0374'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (JRS)
 LP0374'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF MAGNA, 5 MILES
 LP0374'WEST OF WEST JORDAN, 5 MILES NORTHEAST OF COPPERTON AND ON THE
 LP0374'HIGHEST POINT OF A U-SHAPED RIDGE.
 LP0374'
 LP0374'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 111 AND
 LP0374'173, ABOUT 3 MILES SOUTH OF MAGNA, GO SOUTH ON STATE HIGHWAY 111
 LP0374'FOR 2.2 MILES TO A LOCKED GATE ON RIGHT.  (THE KEY CAN BE OBTAINED
 LP0374'FROM MR. A. LAURRANCE RUSHTON, 5490 WEST 4100 SOUTH HUNTER STREET,
 LP0374'PHONE NUMBER 298-4433.) TURN RIGHT, PASSING THROUGH THE GATE AND
 LP0374'GO SOUTHWESTERLY ON THE TRACK ROAD FOR 0.25 MILES TO
 LP0374'TRIANGULATION STATION KENT ON THE RIGHT.  CONTINUE WESTERLY ON
 LP0374'THE TRACK ROAD FOR 0.15 MILE TO A CONCRETE BLOCK BUILDING AND
 LP0374'A FENCE.  PACK NORTHWESTERLY UP HILL FOR ABOUT 5 MINUTES TO
 LP0374'THE HIGHEST POINT OF THE U-SHAPED RIDGE AND THE STATION.
 LP0374'
 LP0374'THE STATION MARK IS A U. S. GEOLOGICAL SURVEY BRONZE DISK STAMPED
 LP0374'KNOLL 1950, CEMENTED IN A DRILL HOLE IN A 1X3-FOOT OUTCROP OF
 LP0374'BEDROCK THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 55
 LP0374'FEET SOUTH OF THE NORTH EDGE OF THE RIDGE AND 11 FEET NORTHWEST OF
 LP0374'A METAL WITNESS POST SET ON THE HIGHEST POINT OF THE RIDGE.
 LP0374'
 LP0374'REFERENCE MARK 1 IS A U. S. GEOLOGICAL SURVEY BRONZE DISK STAMPED
 LP0374'NO 1, CEMENTED IN A DRILL HOLE IN A 2X3-FOOT OUTCROP OF BEDROCK THAT
 LP0374'PROJECTS 2 FEET ABOVE THE GROUND SURFACE.  IT IS 40 FEET EAST OF
 LP0374'THE WEST EDGE OF THE RIDGE AND 35 FEET WEST OF A METAL WITNESS POST
 LP0374'ON THE HIGHEST POINT OF THE RIDGE.  SAME ELEVATION AS THE
 LP0374'STATION.
 LP0374'
 LP0374'REFERENCE MARK 2 IS A U. S. GEOLOGICAL SURVEY BRONZE DISK STAMPED
 LP0374'NO 2, CEMENTED IN A DRILL HOLE IN A 2X2 FOOT OUTCROP OF BEDROCK THAT
 LP0374'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 35 FEET SOUTH OF
 LP0374'THE NORTH EDGE OF THE RIDGE, 32 FEET NORTHWEST OF THE METAL
 LP0374'WITNESS POST ON THE HIGHEST POINT OF THE RIDGE AND 2 FEET LOWER
 LP0374'THAN THE STATION.
 LP0374'
 LP0374'THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 LP0374'
 LP0374'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION, THE BACCHUS
 LP0374'AF PLANT 81 TANK 1962 CAN BE USED AS AN AZIMUTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0375 ***********************************************************************
 LP0375  DESIGNATION -  KNOLL RM 1
 LP0375  PID         -  LP0375
 LP0375  STATE/COUNTY-  UT/SALT LAKE
 LP0375  COUNTRY     -  US
 LP0375  USGS QUAD   -  MAGNA (2017)
 LP0375
 LP0375                         *CURRENT SURVEY CONTROL
 LP0375  ______________________________________________________________________
 LP0375* NAD 83(1994) POSITION- 40 37 45.75076(N) 112 03 41.19460(W)   ADJUSTED
 LP0375* NAVD 88 ORTHO HEIGHT -  1621.2   (meters)     5319.    (feet) VERTCON3
 LP0375  ______________________________________________________________________
 LP0375  GEOID HEIGHT    -        -17.213 (meters)                     GEOID18
 LP0375  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC18
 LP0375  HORZ ORDER      -  SECOND
 LP0375
 LP0375.The horizontal coordinates were established by classical geodetic methods
 LP0375.and adjusted by the National Geodetic Survey in November 1997.
 LP0375
 LP0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0375
 LP0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0375.GEOID18 height accuracy estimate available here.
 LP0375
 LP0375.Click photographs - Photos may exist for this station.
 LP0375
 LP0375.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0375
 LP0375. The following values were computed from the NAD 83(1994) position.
 LP0375
 LP0375;                    North         East     Units Scale Factor Converg.
 LP0375;SPC UT C     - 2,255,062.407   452,499.839   MT  0.99999493   -0 21 34.7
 LP0375;SPC UT C     - 7,398,483.91  1,484,576.56   sFT  0.99999493   -0 21 34.7
 LP0375;UTM  12      - 4,498,157.000   410,232.064   MT  0.99969919   -0 41 28.4
 LP0375
 LP0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0375!SPC UT C     -   0.99974845  x   0.99999493  =   0.99974338
 LP0375!UTM  12      -   0.99974845  x   0.99969919  =   0.99944772
 LP0375
 LP0375:                Primary Azimuth Mark                     Grid Az
 LP0375:SPC UT C     -  KENT                                     114 25 30.5
 LP0375:UTM  12      -  KENT                                     114 45 24.2
 LP0375
 LP0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1023298157(NAD 83)
 LP0375
 LP0375|---------------------------------------------------------------------|
 LP0375| PID    Reference Object                     Distance      Geod. Az  |
 LP0375|                                                           dddmmss.s |
 LP0375| LP0357 BACCHUS AF PLANT 81 TANK            APPROX. 4.6 KM 0182116.5 |
 LP0375| LP0374 KNOLL                                 9.382 METERS 05100     |
 LP0375| LP0371 KENT                                APPROX. 0.5 KM 1140355.8 |
 LP0375|---------------------------------------------------------------------|
 LP0375
 LP0375                          SUPERSEDED SURVEY CONTROL
 LP0375
 LP0375  NAD 83(1993)-  40 37 45.74943(N)    112 03 41.19333(W) AD(       ) 2
 LP0375  NAD 83(1986)-  40 37 45.74007(N)    112 03 41.18701(W) AD(       ) 2
 LP0375  NAD 27      -  40 37 45.93125(N)    112 03 38.40296(W) AD(       ) 2
 LP0375  NGVD 29 (07/19/86) 1620.2    (m)         5316.     (f) VERT ANG       
 LP0375
 LP0375.Superseded values are not recommended for survey control.
 LP0375
 LP0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0375.See file dsdata.pdf to determine how the superseded data were derived.
 LP0375
 LP0375_MARKER: DR = REFERENCE MARK DISK
 LP0375_SETTING: 66 = SET IN ROCK OUTCROP
 LP0375_STAMPING: NO 1
 LP0375_MARK LOGO: USGS
 LP0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0375+STABILITY: POSITION/ELEVATION WELL
 LP0375
 LP0375  HISTORY     - Date     Condition        Report By
 LP0375  HISTORY     - 1959     MONUMENTED       USGS
 LP0375
 LP0375                          STATION DESCRIPTION
 LP0375
 LP0375'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LP0375'STATION KNOLL USGS IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF MAGNA, 5
 LP0375'MILES WEST OF WEST JORDAN, 5 MILES NORTHEAST OF COPPERTON AND ON THE
 LP0375'HIGHEST POINT OF A U-SHAPED RIDGE.
 LP0375'
 LP0375'TO REACH STATION KNOLL USGS FROM THE JUNCTION OF STATE HIGHWAYS 111
 LP0375'AND 173, ABOUT 3 MILES SOUTH OF MAGNA, GO SOUTH ON STATE HIGHWAY 111
 LP0375'FOR 2.2 MILES TO A LOCKED GATE ON RIGHT.  (THE KEY CAN BE OBTAINED
 LP0375'FROM MR. A. LAURRANCE RUSHTON, 5490 WEST 4100 SOUTH HUNTER STREET,
 LP0375'PHONE NUMBER 298-4433.) TURN RIGHT, PASSING THROUGH THE GATE AND
 LP0375'GO SOUTHWESTERLY ON THE TRACK ROAD FOR 0.25 MILES TO
 LP0375'TRIANGULATION STATION KENT ON THE RIGHT.  CONTINUE WESTERLY ON
 LP0375'THE TRACK ROAD FOR 0.15 MILE TO A CONCRETE BLOCK BUILDING AND
 LP0375'A FENCE.  PACK NORTHWESTERLY UP HILL FOR ABOUT 5 MINUTES TO
 LP0375'THE HIGHEST POINT OF THE U-SHAPED RIDGE AND THE STATION.
 LP0375'
 LP0375'REFERENCE MARK 1 IS A U. S. GEOLOGICAL SURVEY BRONZE DISK STAMPED
 LP0375'NO 1, CEMENTED IN A DRILL HOLE IN A 2X3-FOOT OUTCROP OF BEDROCK THAT
 LP0375'PROJECTS 2 FEET ABOVE THE GROUND SURFACE.  IT IS 40 FEET EAST OF
 LP0375'THE WEST EDGE OF THE RIDGE AND 35 FEET WEST OF A METAL WITNESS POST
 LP0375'ON THE HIGHEST POINT OF THE RIDGE.  SAME ELEVATION AS THE
 LP0375'STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0521 ***********************************************************************
 HO0521  DESIGNATION -  KNOLLS
 HO0521  PID         -  HO0521
 HO0521  STATE/COUNTY-  UT/KANE
 HO0521  COUNTRY     -  US
 HO0521  USGS QUAD   -  CANNONVILLE (2017)
 HO0521
 HO0521                         *CURRENT SURVEY CONTROL
 HO0521  ______________________________________________________________________
 HO0521* NAD 83(1994) POSITION- 37 30 41.49327(N) 112 07 11.11657(W)   ADJUSTED
 HO0521* NAVD 88 ORTHO HEIGHT -  2057.1   (meters)     6749.    (feet) VERTCON3
 HO0521  ______________________________________________________________________
 HO0521  GEOID HEIGHT    -        -20.756 (meters)                     GEOID18
 HO0521  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 HO0521  HORZ ORDER      -  THIRD
 HO0521
 HO0521.The horizontal coordinates were established by classical geodetic methods
 HO0521.and adjusted by the National Geodetic Survey in November 1997.
 HO0521
 HO0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0521
 HO0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0521.GEOID18 height accuracy estimate available here.
 HO0521
 HO0521.Click photographs - Photos may exist for this station.
 HO0521
 HO0521.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0521
 HO0521. The following values were computed from the NAD 83(1994) position.
 HO0521
 HO0521;                    North         East     Units Scale Factor Converg.
 HO0521;SPC UT S     - 3,093,946.581   445,208.802   MT  0.99996255   -0 22 47.0
 HO0521;SPC UT S     -10,150,723.07  1,460,655.88   sFT  0.99996255   -0 22 47.0
 HO0521;UTM  12      - 4,152,208.941   401,038.379   MT  0.99972063   -0 40 54.8
 HO0521
 HO0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0521!SPC UT S     -   0.99968055  x   0.99996255  =   0.99964311
 HO0521!UTM  12      -   0.99968055  x   0.99972063  =   0.99940127
 HO0521
 HO0521:                Primary Azimuth Mark                     Grid Az
 HO0521:SPC UT S     -  RAINBOW                                  246 56 24.0
 HO0521:UTM  12      -  RAINBOW                                  247 14 31.8
 HO0521
 HO0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0103852208(NAD 83)
 HO0521
 HO0521|---------------------------------------------------------------------|
 HO0521| PID    Reference Object                     Distance      Geod. Az  |
 HO0521|                                                           dddmmss.s |
 HO0521| HO0545 RAINBOW                             APPROX.10.9 KM 2463337.0 |
 HO0521|---------------------------------------------------------------------|
 HO0521
 HO0521                          SUPERSEDED SURVEY CONTROL
 HO0521
 HO0521  NAD 83(1986)-  37 30 41.48957(N)    112 07 11.11886(W) AD(       ) 3
 HO0521  NAD 27      -  37 30 41.54991(N)    112 07 08.42915(W) AD(       ) 3
 HO0521  NGVD 29 (07/19/86) 2055.9    (m)         6745.     (f) VERT ANG       
 HO0521
 HO0521.Superseded values are not recommended for survey control.
 HO0521
 HO0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0521.See file dsdata.pdf to determine how the superseded data were derived.
 HO0521
 HO0521_MARKER: DD = SURVEY DISK
 HO0521_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HO0521_STAMPING: KNOLLS 1964
 HO0521_MARK LOGO: USGS
 HO0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0521
 HO0521  HISTORY     - Date     Condition        Report By
 HO0521  HISTORY     - 1964     MONUMENTED       USGS
 HO0521
 HO0521                          STATION DESCRIPTION
 HO0521
 HO0521'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 HO0521'LOCATED ABOUT 20.2 MI. SE. OF HATCH, ABOUT 5.2 MI. SW. OF CANNONVILLE,
 HO0521'ON THE HIGHEST OF TWO HILLS KNOWN LOCALLY AS THE KNOLLS.
 HO0521'
 HO0521'TO REACH FROM THE POST OFFICE AT CANNONVILLE, DRIVE S. ON THE MAIN
 HO0521'GRAVEL RD. FOR 2.5 MI. TO FORK, THENCE RIGHT (SW.) FOR 3.6 MI. TO
 HO0521'FORK, THENCE 0.8 MI. TO NARROW DIRT RD. ON RIGHT, TURN RIGHT, STAYING
 HO0521'ON MAIN DIRT RD. FOR 1.7 MI. TO N-S. FENCELINE, THENCE 0.2 MI. N.
 HO0521'ALONG FENCELINE TO TRACK RD. ON LEFT, THENCE LEFT 0.6 MI. TO END OF
 HO0521'RD. AND TRUCK TRAVEL AT BASE OF LARGE HILL.  PACK W. UPHILL TO TOP
 HO0521'AND STATION (ABOUT 20 MINUTES).
 HO0521'
 HO0521'STATION MARK--STANDARD TABLET, STAMPED ---KNOLLS 1964---, CEMENTED
 HO0521'IN ROCK.
 HO0521'
 HO0521'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0521'1 1964---, CEMENTED IN ROCK, 18.77 FT. FROM STATION MARK,
 HO0521'N 49 DEG 23 MIN E.
 HO0521'
 HO0521'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0521'2 1964---, CEMENTED IN ROCK, 14.53 FT. FROM STATION MARK,
 HO0521'S 10 DEG 55 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0513 ***********************************************************************
 LP0513  DESIGNATION -  KNOLLS
 LP0513  PID         -  LP0513
 LP0513  STATE/COUNTY-  UT/TOOELE
 LP0513  COUNTRY     -  US
 LP0513  USGS QUAD   -  KNOLLS (2017)
 LP0513
 LP0513                         *CURRENT SURVEY CONTROL
 LP0513  ______________________________________________________________________
 LP0513* NAD 83(1994) POSITION- 40 40 30.05538(N) 113 17 29.48635(W)   ADJUSTED
 LP0513* NAVD 88 ORTHO HEIGHT -  1446.8   (meters)     4747.    (feet) VERTCON3
 LP0513  ______________________________________________________________________
 LP0513  GEOID HEIGHT    -        -17.982 (meters)                     GEOID18
 LP0513  LAPLACE CORR    -          2.86  (seconds)                    DEFLEC18
 LP0513  HORZ ORDER      -  FIRST
 LP0513
 LP0513.The horizontal coordinates were established by classical geodetic methods
 LP0513.and adjusted by the National Geodetic Survey in November 1997.
 LP0513
 LP0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0513
 LP0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0513.GEOID18 height accuracy estimate available here.
 LP0513
 LP0513.Click photographs - Photos may exist for this station.
 LP0513
 LP0513.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0513
 LP0513. The following values were computed from the NAD 83(1994) position.
 LP0513
 LP0513;                    North         East     Units Scale Factor Converg.
 LP0513;SPC UT C     - 2,261,498.424   348,541.054   MT  1.00000632   -1 08 51.4
 LP0513;SPC UT C     - 7,419,599.41  1,143,505.11   sFT  1.00000632   -1 08 51.4
 LP0513;UTM  12      - 4,505,206.680   306,327.973   MT  1.00006171   -1 29 38.4
 LP0513
 LP0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0513!SPC UT C     -   0.99977592  x   1.00000632  =   0.99978224
 LP0513!UTM  12      -   0.99977592  x   1.00006171  =   0.99983762
 LP0513
 LP0513:                Primary Azimuth Mark                     Grid Az
 LP0513:SPC UT C     -  DESERTA                                  051 55 09.2
 LP0513:UTM  12      -  DESERTA                                  052 15 56.2
 LP0513
 LP0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL0632705206(NAD 83)
 LP0513
 LP0513|---------------------------------------------------------------------|
 LP0513| PID    Reference Object                     Distance      Geod. Az  |
 LP0513|                                                           dddmmss.s |
 LP0513| LP0509 DESERTA                             APPROX. 8.0 KM 0504617.8 |
 LP0513| LP0511 SAN FRANCIS SALT LK AWY BN 56       APPROX.11.5 KM 0594715.0 |
 LP0513| CM5009 KNOLLS RM 1                           9.050 METERS 14526     |
 LP0513| LP0564 WILDCAT                             APPROX.21.9 KM 1810737.9 |
 LP0513| CM5010 KNOLLS RM 2                           9.006 METERS 22019     |
 LP0513| LP0579 SAN FRANCIS SALT LK AWY BN 53       APPROX.39.7 KM 2793510.1 |
 LP0513| LP0515 SAN FRANCIS SALT LK AWY BN 55       APPROX.16.1 KM 2911034.2 |
 LP0513| CM5008 KNOLLS AZ MK                                       3265512.9 |
 LP0513|---------------------------------------------------------------------|
 LP0513
 LP0513                          SUPERSEDED SURVEY CONTROL
 LP0513
 LP0513  NAD 83(1986)-  40 40 30.04511(N)    113 17 29.47723(W) AD(       ) 1
 LP0513  NAD 27      -  40 40 30.28311(N)    113 17 26.52254(W) AD(       ) 1
 LP0513  NGVD 29 (07/19/86) 1445.8    (m)         4743.     (f) VERT ANG       
 LP0513
 LP0513.Superseded values are not recommended for survey control.
 LP0513
 LP0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0513.See file dsdata.pdf to determine how the superseded data were derived.
 LP0513
 LP0513_MARKER: DS = TRIANGULATION STATION DISK
 LP0513_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0513_STAMPING: KNOLLS 1940
 LP0513_MARK LOGO: CGS
 LP0513_MAGNETIC: P = MARKER IS A STEEL PIPE
 LP0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0513
 LP0513  HISTORY     - Date     Condition        Report By
 LP0513  HISTORY     - 1940     MONUMENTED       CGS
 LP0513  HISTORY     - 1958     GOOD             LOCENG
 LP0513  HISTORY     - 1965     GOOD             CGS
 LP0513  HISTORY     - 1974     GOOD             NGS
 LP0513  HISTORY     - 1983     GOOD             DMA
 LP0513  HISTORY     - 1983     GOOD             DMA
 LP0513
 LP0513                          STATION DESCRIPTION
 LP0513
 LP0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LP0513'STATION IS 2-1/2 MILES AIRLINE, S OF THE WESTERN PACIFIC
 LP0513'RAILROAD DEPOT AT KNOLLS, UTAH, ON THE N END OF THE MAIN
 LP0513'PORTION OF A SMALL RANGE OF HILLS ALONG THE E EDGE OF THE
 LP0513'GREAT SALT LAKE DESERT.  IT IS THE FIRST POINT S OF THE SMALL
 LP0513'KNOLLS THAT RISE SINGLY, EXTENDING N FROM THE STATION SITE
 LP0513'TO THE WESTERN PACIFIC RAILROAD.
 LP0513'
 LP0513'STATION MARK IS A STANDARD BRONZE DISK SET IN CEMENT IN THE TOP
 LP0513'OF A 2 1/2-INCH IRON PIPE, PROJECTING ABOUT 12 INCHES ABOVE
 LP0513'THE SURFACE.  MARKS ARE STAMPED KNOLLS 1940.
 LP0513'
 LP0513'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK WEDGED IN A
 LP0513'DRILL HOLE IN OUTCROPPING BEDROCK, SSE OF THE STATION, ABOUT
 LP0513'10 FEET (SLOPE DISTANCE) AND ABOUT 8 FEET LOWER IN ELEVATION.
 LP0513'
 LP0513'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK WEDGED IN A
 LP0513'DRILL HOLE IN OUTCROPPING BEDROCK, ABOUT 10 FEET (SLOPE DISTANCE)
 LP0513'SW OF THE STATION AND ABOUT 8 FEET LOWER IN ELEVATION.
 LP0513'
 LP0513'THE AZIMUTH MARK IS A STANDARD BENCH MARK, STAMPED Z 77 1934,
 LP0513'AND SET IN A 10-BY 10-INCH CONCRETE POST, PROJECTING ABOUT
 LP0513'10 INCHES ABOVE THE GROUND.  IT IS LOCATED ABOUT 2.1 MILES
 LP0513'W OF KNOLLS ON U.S. HIGHWAY 40, BETWEEN THE HIGHWAY AND THE
 LP0513'WESTERN PACIFIC RAILROAD TRACKS, AT RAILROAD MILEPOST 843,
 LP0513'37.4 FEET N OF THE CENTER OF THE MAIN LINE.  THE STATION
 LP0513'IS NOT VISIBLE FROM THE MARK, BUT FROM AN ELEVATION ABOUT
 LP0513'5 FEET ABOVE THE MARK.
 LP0513'
 LP0513'TO REACH FROM KNOLLS, CROSS RAILROAD JUST E OF DEPOT AND
 LP0513'FOLLOW GRADED ROAD AROUND E SIDE OF LOW HILLS 1.5 MILES TO
 LP0513'END OF GRADED ROAD AT GRAVEL PIT.  TURN RIGHT, ACROSS FLAT
 LP0513'0.3 MILE TO SANDY RIDGE, THENCE LEFT ON DIM TRACK ROAD LEADING
 LP0513'S AND FOLLOW IT 1.1 MILES TO POINT OF GRAVEL-COVERED RIDGE
 LP0513'AND END OF ROAD.  TURN RIGHT AND FOLLOW TRACKS 1.1 MILES
 LP0513'AROUND BASE OF HILL TO END OF TRUCK TRAVEL IN SMALL CANYON
 LP0513'1/4 MILE E OF THE STATION.  FROM END OF TRUCK TRAVEL, ASCEND
 LP0513'RIDGE TO S OF STATION AND FOLLOW IT TO HIGHEST POINT AND
 LP0513'STATION.
 LP0513
 LP0513                          STATION RECOVERY (1958)
 LP0513
 LP0513'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958 (ODJ)
 LP0513'RECOVERED BY TUTTLE ENGINEERING INC.
 LP0513'
 LP0513'STATION WAS RECOVERED BY HELICOPTER SO ORIGINAL ROUTE DESCRIPTION
 LP0513'WAS NOT CHECKED.
 LP0513'
 LP0513'THIS STATION IS LOCATED WITHIN A USAF AERIAL GUNNERY RANGE
 LP0513'AND RESTRICTED AREA.  PERMISSION TO ENTER AREA MUST BE OBTAINED
 LP0513'FROM RANGE CONTROL OFFICER, WENDOVER AFB.
 LP0513'
 LP0513'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 LP0513'
 LP0513'AZIMUTH MARK WAS NOT SEARCHED FOR.
 LP0513
 LP0513                          STATION RECOVERY (1965)
 LP0513
 LP0513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0513'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 LP0513'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK MONUMENT
 LP0513'WAS FOUND BROKEN.  TRIANGULATION STATION DESERTA WAS USED
 LP0513'FOR AN AZIMUTH MARK AT THIS TIME.  A NEW AND COMPLETE DESCRIPTION
 LP0513'FOLLOWS.
 LP0513'
 LP0513'THE STATION IS ON THE TOP OF A PROMINENT ROCKY KNOLL WHICH
 LP0513'IS 43-1/2 MILES AIRLINE WEST OF GRANTSVILLE, 21-1/2 MILES
 LP0513'WEST-SOUTHWEST OF DELLE AND 2-1/2 MILES SOUTH OF KNOLLS.
 LP0513'
 LP0513'TO REACH THE STATION FROM KNOLLS GO EAST ALONG U.S. HIGHWAY
 LP0513'40 FOR 0.2 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT CROSSING
 LP0513'OVER RAILROAD AND GO SOUTH FOR 1.1 MILES TO A FORK, KEEP
 LP0513'THE RIGHT FORK AND GO SOUTH ALONG THE BLADED ROAD FOR 2.1
 LP0513'MILES TO A DIM SIDE ROAD RIGHT.  TURN RIGHT FOR 0.2 MILE TO
 LP0513'A FORK.  TAKE THE RIGHT FORK UP THE STEEP RIDGE FOR 0.25 MILE
 LP0513'TO THE TOP OF THE RIDGE.  TURN RIGHT ALONG THE RIDGE TO THE
 LP0513'BASE OF THE FIRST ROCK OUTCROP AND THE END OF TRUCK TRAVEL.
 LP0513'PACK ALONG THE RIDGE TO THE HIGHEST POINT AND THE STATION.
 LP0513'
 LP0513'THE STATION MARK IS A STANDARD DISK STAMPED KNOLLS 1940.
 LP0513'IT IS SET IN THE TOP OF A LENGTH OF SOIL PIPE WHICH PROJECTS
 LP0513'1 FOOT.
 LP0513'
 LP0513'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KNOLLS NO 1
 LP0513'1940.  IT IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK
 LP0513'WHICH IS ABOUT 10 FEET LOWER THAN THE STATION.
 LP0513'
 LP0513'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KNOLLS NO 2
 LP0513'1940.  IT IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK
 LP0513'ON THE WEST SLOPE OF THE HILL WHICH IS ABOUT 6 FEET LOWER
 LP0513'THAN THE STATION.
 LP0513'
 LP0513'HEIGHT OF LIGHT ABOVE STATION MARK 4.4 FEET.
 LP0513'
 LP0513'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--21-1/2
 LP0513'MILES SOUTH OF KNOLLS
 LP0513
 LP0513                          STATION RECOVERY (1974)
 LP0513
 LP0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LP0513'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND TO BE
 LP0513'IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE
 LP0513'MARKS COMPARED FAVORABLY WITH THE 1965 OBSERVATIONS.  FOLLOWING IS
 LP0513'A COMPLETE NEW DESCRIPTION.
 LP0513'
 LP0513'THE STATION IS ON THE TOP OF A PROMINENT ROCKY KNOLL WHICH IS 39
 LP0513'MILES EAST OF WENDOVER, 27 MILES WEST-SOUTHWEST OF DELLE AND 3-1/2
 LP0513'MILES SOUTH OF KNOLLS.
 LP0513'
 LP0513'TO REACH FROM THE KNOLLS EXIT OF INTERSTATE 80 GO SOUTH THENCE WEST
 LP0513'FOR 1.6 MILES TO A GRAVEL SIDE ROAD LEFT, JUST BEFORE REACHING THE
 LP0513'SMALL SETTLEMENT OF KNOLLS.  TURN LEFT AND GO SOUTH ON GRAVEL ROAD
 LP0513'FOR 0.1 MILE TO RAILROAD TRACKS, CROSS RAILROAD TRACKS AND
 LP0513'CONTINUE SOUTH FOR 2.5 MILES TO A DIM TRAIL ON THE RIGHT.  TURN
 LP0513'RIGHT AND GO WEST-SOUTHWEST FOR 0.1 MILE, UPHILL, TO END OF TRUCK
 LP0513'TRAVEL.  FROM THIS POINT PACK NORTHWESTERLY AROUND THE NORTH SIDE
 LP0513'OF A HIGH ROCK KNOLL THENCE WESTERLY, UPHILL TO HIGHEST POINT AND
 LP0513'STATION.  THIS IS APPROXIMATELY A 35 MINUTE PACK, A 4-WHEEL DRIVE
 LP0513'VEHICLE IS RECOMMENDED.
 LP0513'
 LP0513'THE STATION IS A STANDARD DISK STAMPED KNOLLS 1940, BRAZED TO THE
 LP0513'TOP OF A 2-INCH STEEL PIPE THAT PROJECTS 14 INCHES ABOVE THE
 LP0513'GROUND.  IT IS ON THE HIGHEST POINT OF A ROCKY HILL.
 LP0513'
 LP0513'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KNOLLS NO 1 1940,
 LP0513'CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH IS 7.2 FEET
 LP0513'LOWER THAN THE STATION.
 LP0513'
 LP0513'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KNOLLS NO 2 1940,
 LP0513'CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH IS 7.5 FEET
 LP0513'LOWER THAN THE STATION.
 LP0513'
 LP0513'TRIANGULATION STATION DESERTA 1965 WAS USED AS AN AZIMUTH MARK FOR
 LP0513'THIS STATION, FOR ROUTE TO REACH SEE DESCRIPTION THEREOF.
 LP0513'
 LP0513'HEIGHT OF LIGHT ABOVE STATION MARK 3.7 FEET.
 LP0513'
 LP0513'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LP0513'3-1/2 MILES SOUTH OF KNOLLS.
 LP0513
 LP0513                          STATION RECOVERY (1983)
 LP0513
 LP0513'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983 (DAC)
 LP0513'KNOLLS 1940 RECOVERED GOOD.
 LP0513'
 LP0513'RM 1 AND RM 2 AND AZ MK RECOVERED.
 LP0513'
 LP0513'TO REACH DESCRIPTION IS NOT ACCURATE BECAUSE DIRT ROAD HAVE
 LP0513'CHANGED.  LOOKING SOUTH FROM THE TOWN OF KNOLLS THE HIGHEST PEAK IS
 LP0513'WHERE THE STATION IS LOCATED.  STATION IS APPROX. 3.4 MI S. OF RR
 LP0513'TRACK.
 LP0513
 LP0513                          STATION RECOVERY (1983)
 LP0513
 LP0513'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983 (K)
 LP0513'KNOLLS 1940 RECOVERED GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DL7737 ***********************************************************************
 DL7737  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL7737  DESIGNATION -  KNOLLSWESTUT2006 CORS ARP
 DL7737  CORS_ID     -  P113
 DL7737  PID         -  DL7737
 DL7737  STATE/COUNTY-  UT/TOOELE
 DL7737  COUNTRY     -  US
 DL7737  USGS QUAD   -  KNOLLS (2017)
 DL7737
 DL7737                         *CURRENT SURVEY CONTROL
 DL7737  ______________________________________________________________________
 DL7737* NAD 83(2011) POSITION- 40 40 16.67883(N) 113 16 40.87196(W)   ADJUSTED
 DL7737* NAD 83(2011) ELLIP HT-  1318.319 (meters)        (04/??/25)   ADJUSTED
 DL7737* NAD 83(2011) EPOCH   -  2010.00
 DL7737  ______________________________________________________________________
 DL7737  GEOID HEIGHT    -        -17.970 (meters)                     GEOID18
 DL7737  NAD 83(2011) X  - -1,914,892.331 (meters)                     COMP
 DL7737  NAD 83(2011) Y  - -4,451,029.663 (meters)                     COMP
 DL7737  NAD 83(2011) Z  -  4,135,665.112 (meters)                     COMP
 DL7737
 DL7737  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7737  Standards:
 DL7737         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7737            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7737  -------------------------------------------------------------------
 DL7737  NETWORK    0.31   0.31           0.08   0.15   0.16     -0.27634200
 DL7737  -------------------------------------------------------------------
 DL7737
 DL7737.The coordinates were established by GPS observations
 DL7737.and adjusted by the National Geodetic Survey in April 2025.
 DL7737
 DL7737.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7737.been affixed to the stable North American Tectonic Plate. 
 DL7737
 DL7737.The coordinates are valid at the epoch date displayed above
 DL7737.which is a decimal equivalence of Year/Month/Day.
 DL7737
 DL7737.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DL7737.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DL7737.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DL7737.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DL7737.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DL7737.published epoch of 2010.00.
 DL7737
 DL7737.Additional information on MYCS is available at:
 DL7737.https://geodesy.noaa.gov/CORS/index.shtml
 DL7737
 DL7737.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7737.GEOID18 height accuracy estimate available here.
 DL7737
 DL7737.The PID for the CORS L1 Phase Center is DR1490.
 DL7737
 DL7737.Click photographs - Photos may exist for this station.
 DL7737
 DL7737.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL7737
 DL7737.The ellipsoidal height was determined by GPS observations
 DL7737.and is referenced to NAD 83.
 DL7737
 DL7737. The following values were computed from the NAD 83(2011) position.
 DL7737
 DL7737;                    North         East     Units Scale Factor Converg.
 DL7737;SPC UT C     - 2,261,063.102   349,674.356   MT  1.00000537   -1 08 20.3
 DL7737;SPC UT C     - 7,418,171.19  1,147,223.28   sFT  1.00000537   -1 08 20.3
 DL7737;UTM  12      - 4,504,764.494   307,458.683   MT  1.00005633   -1 29 06.3
 DL7737
 DL7737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7737!SPC UT C     -   0.99979324  x   1.00000537  =   0.99979861
 DL7737!UTM  12      -   0.99979324  x   1.00005633  =   0.99984956
 DL7737
 DL7737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL0745804764(NAD 83)
 DL7737
 DL7737                          SUPERSEDED SURVEY CONTROL
 DL7737
 DL7737  NAD 83(2011)-  40 40 16.67890(N)    113 16 40.87204(W) AD(2010.00) c
 DL7737  ELLIP H (06/??/19) 1318.322  (m)                       GP(2010.00) c c
 DL7737  NAD 83(2011)-  40 40 16.67894(N)    113 16 40.87207(W) AD(2010.00) c
 DL7737  ELLIP H (08/??/11) 1318.317  (m)                       GP(2010.00) c c
 DL7737  NAD 83(CORS)-  40 40 16.67871(N)    113 16 40.87134(W) AD(2002.00) c
 DL7737  ELLIP H (05/??/10) 1318.309  (m)                       GP(2002.00) c c
 DL7737
 DL7737.Superseded values are not recommended for survey control.
 DL7737
 DL7737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7737.See file dsdata.pdf to determine how the superseded data were derived.
 DL7737
 DL7737_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DL7737
 DL7737                          STATION DESCRIPTION
 DL7737
 DL7737'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DL7737'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DL7737'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DL7737'AND LOG FILES ACCESSIBLE AT:
 DL7737'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DL7739 ***********************************************************************
 DL7739  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL7739  DESIGNATION -  KNOLLSWESTUT2006 CORS GRP
 DL7739  CORS_ID     -  P113
 DL7739  PID         -  DL7739
 DL7739  STATE/COUNTY-  UT/TOOELE
 DL7739  COUNTRY     -  US
 DL7739  USGS QUAD   -  KNOLLS (2017)
 DL7739
 DL7739                         *CURRENT SURVEY CONTROL
 DL7739  ______________________________________________________________________
 DL7739* NAD 83(2011) POSITION- 40 40 16.67883(N) 113 16 40.87196(W)   ADJUSTED
 DL7739* NAD 83(2011) ELLIP HT-  1318.310 (meters)        (04/??/25)   ADJUSTED
 DL7739* NAD 83(2011) EPOCH   -  2010.00
 DL7739  ______________________________________________________________________
 DL7739  GEOID HEIGHT    -        -17.970 (meters)                     GEOID18
 DL7739  NAD 83(2011) X  - -1,914,892.329 (meters)                     COMP
 DL7739  NAD 83(2011) Y  - -4,451,029.657 (meters)                     COMP
 DL7739  NAD 83(2011) Z  -  4,135,665.107 (meters)                     COMP
 DL7739  LAPLACE CORR    -          1.60  (seconds)                    DEFLEC18
 DL7739
 DL7739  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7739  Standards:
 DL7739         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7739            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7739  -------------------------------------------------------------------
 DL7739  NETWORK    0.31   0.31           0.08   0.15   0.16     -0.27634200
 DL7739  -------------------------------------------------------------------
 DL7739
 DL7739.The horizontal coordinates were established by GPS observations
 DL7739.and adjusted by the National Geodetic Survey in April 2025.
 DL7739
 DL7739.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7739.been affixed to the stable North American Tectonic Plate. 
 DL7739
 DL7739.The horizontal coordinates are valid at the epoch date displayed above
 DL7739.which is a decimal equivalence of Year/Month/Day.
 DL7739
 DL7739.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DL7739.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DL7739.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DL7739.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DL7739.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DL7739.published epoch of 2010.00.
 DL7739
 DL7739.Additional information on MYCS is available at:
 DL7739.https://geodesy.noaa.gov/CORS/index.shtml
 DL7739
 DL7739.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7739.GEOID18 height accuracy estimate available here.
 DL7739
 DL7739.Click photographs - Photos may exist for this station.
 DL7739
 DL7739.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL7739
 DL7739.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7739
 DL7739.The ellipsoidal height was determined by GPS observations
 DL7739.and is referenced to NAD 83.
 DL7739
 DL7739. The following values were computed from the NAD 83(2011) position.
 DL7739
 DL7739;                    North         East     Units Scale Factor Converg.
 DL7739;SPC UT C     - 2,261,063.102   349,674.356   MT  1.00000537   -1 08 20.3
 DL7739;SPC UT C     - 7,418,171.19  1,147,223.28   sFT  1.00000537   -1 08 20.3
 DL7739;UTM  12      - 4,504,764.494   307,458.683   MT  1.00005633   -1 29 06.3
 DL7739
 DL7739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7739!SPC UT C     -   0.99979324  x   1.00000537  =   0.99979861
 DL7739!UTM  12      -   0.99979324  x   1.00005633  =   0.99984956
 DL7739
 DL7739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL0745804764(NAD 83)
 DL7739
 DL7739                          SUPERSEDED SURVEY CONTROL
 DL7739
 DL7739  NAD 83(2011)-  40 40 16.67890(N)    113 16 40.87204(W) AD(2010.00) A
 DL7739  ELLIP H (06/??/19) 1318.314  (m)                       GP(2010.00) 4 1
 DL7739  NAD 83(2011)-  40 40 16.67894(N)    113 16 40.87207(W) AD(2010.00) A
 DL7739  ELLIP H (08/??/11) 1318.309  (m)                       GP(2010.00) 4 1
 DL7739  NAD 83(CORS)-  40 40 16.67871(N)    113 16 40.87134(W) AD(2002.00) A
 DL7739  ELLIP H (05/??/10) 1318.300  (m)                       GP(2002.00) 4 1
 DL7739
 DL7739.Superseded values are not recommended for survey control.
 DL7739
 DL7739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7739.See file dsdata.pdf to determine how the superseded data were derived.
 DL7739
 DL7739_STAMPING: UNKNOWN
 DL7739
 DL7739                          STATION DESCRIPTION
 DL7739
 DL7739'THIS MONUMENT IS ASSOCIATED WITH STATION 'P113'
 DL7739'AND IS A PART OF THE NOAA CORS NETWORK (NCN). LATEST INFORMATION
 DL7739'INCLUDING POSITIONS AND VEOCITIES ARE AVAILABLE IN THE COORDINATE
 DL7739'AND LOG FILES ACCESSIBLE AT:
 DL7739'https://geodesy.noaa.gov/CORS/index.shtml
 DL7739'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0482 ***********************************************************************
 KO0482  DESIGNATION -  KO0482
 KO0482  PID         -  KO0482
 KO0482  STATE/COUNTY-  UT/JUAB
 KO0482  COUNTRY     -  US
 KO0482  USGS QUAD   -  IBAPAH PEAK (2017)
 KO0482
 KO0482                         *CURRENT SURVEY CONTROL
 KO0482  ______________________________________________________________________
 KO0482* NAD 83(1994) POSITION- 39 48 01.67922(N) 113 56 23.80175(W)   ADJUSTED
 KO0482* NAVD 88 ORTHO HEIGHT -  3527.    (meters)    11571.    (feet) SCALED
 KO0482  ______________________________________________________________________
 KO0482  GEOID HEIGHT    -        -18.756 (meters)                     GEOID18
 KO0482  LAPLACE CORR    -          6.24  (seconds)                    DEFLEC18
 KO0482  HORZ ORDER      -  THIRD
 KO0482
 KO0482.The horizontal coordinates were established by classical geodetic methods
 KO0482.and adjusted by the National Geodetic Survey in November 1997.
 KO0482
 KO0482.The orthometric height was scaled from a topographic map.
 KO0482
 KO0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0482.GEOID18 height accuracy estimate available here.
 KO0482
 KO0482.Click photographs - Photos may exist for this station.
 KO0482
 KO0482.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0482
 KO0482. The following values were computed from the NAD 83(1994) position.
 KO0482
 KO0482;                    North         East     Units Scale Factor Converg.
 KO0482;SPC UT C     - 2,165,728.482   291,085.523   MT  0.99989900   -1 33 46.7
 KO0482;SPC UT C     - 7,105,394.19    955,003.09   sFT  0.99989900   -1 33 46.7
 KO0482;UTM  12      - 4,409,746.953   248,298.116   MT  1.00038003   -1 52 58.4
 KO0482;UTM  11      - 4,410,091.984   761,986.799   MT  1.00044509   +1 57 35.7
 KO0482
 KO0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0482!SPC UT C     -   0.99944999  x   0.99989900  =   0.99934904
 KO0482!UTM  12      -   0.99944999  x   1.00038003  =   0.99982981
 KO0482!UTM  11      -   0.99944999  x   1.00044509  =   0.99989483
 KO0482
 KO0482:                Primary Azimuth Mark                     Grid Az
 KO0482:SPC UT C     -  BOUNDARY SOUTH FLAG                      322 23 30.8
 KO0482:UTM  12      -  BOUNDARY SOUTH FLAG                      322 42 42.5
 KO0482:UTM  11      -  BOUNDARY SOUTH FLAG                      318 52 08.4
 KO0482
 KO0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK4829809746(NAD 83)
 KO0482
 KO0482|---------------------------------------------------------------------|
 KO0482| PID    Reference Object                     Distance      Geod. Az  |
 KO0482|                                                           dddmmss.s |
 KO0482| KP0303 BOUNDARY SOUTH FLAG                 APPROX.13.7 KM 3204944.1 |
 KO0482|---------------------------------------------------------------------|
 KO0482
 KO0482                          SUPERSEDED SURVEY CONTROL
 KO0482
 KO0482  NAD 83(1986)-  39 48 01.66973(N)    113 56 23.80469(W) AD(       ) 3
 KO0482  NAD 27      -  39 48 01.88600(N)    113 56 20.81700(W) AD(       ) 3
 KO0482  USCA        -  39 47 56.41000(N)    113 56 26.46000(W) AD(       ) 3
 KO0482  USSD        -  39 48 02.75900(N)    113 56 21.61500(W) AD(       ) 3
 KO0482
 KO0482.Superseded values are not recommended for survey control.
 KO0482
 KO0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0482.See file dsdata.pdf to determine how the superseded data were derived.
 KO0482
 KO0482_MARKER: 72 = CAIRN
 KO0482
 KO0482  HISTORY     - Date     Condition        Report By
 KO0482  HISTORY     - 1889     FIRST OBSERVED   CGS
 KO0482
 KO0482                          STATION DESCRIPTION
 KO0482
 KO0482'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0492 ***********************************************************************
 JN0492  DESIGNATION -  KOAL
 JN0492  PID         -  JN0492
 JN0492  STATE/COUNTY-  UT/EMERY
 JN0492  COUNTRY     -  US
 JN0492  USGS QUAD   -  THE BLOCKS (2017)
 JN0492
 JN0492                         *CURRENT SURVEY CONTROL
 JN0492  ______________________________________________________________________
 JN0492* NAD 83(1994) POSITION- 38 55 24.39376(N) 110 49 30.07965(W)   ADJUSTED
 JN0492* NAVD 88 ORTHO HEIGHT -  2159.0   (meters)     7083.    (feet) VERTCON3
 JN0492  ______________________________________________________________________
 JN0492  GEOID HEIGHT    -        -18.177 (meters)                     GEOID18
 JN0492  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 JN0492  HORZ ORDER      -  THIRD
 JN0492
 JN0492.The horizontal coordinates were established by classical geodetic methods
 JN0492.and adjusted by the National Geodetic Survey in November 1997.
 JN0492
 JN0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0492
 JN0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0492.GEOID18 height accuracy estimate available here.
 JN0492
 JN0492.Click photographs - Photos may exist for this station.
 JN0492
 JN0492.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0492
 JN0492. The following values were computed from the NAD 83(1994) position.
 JN0492
 JN0492;                    North         East     Units Scale Factor Converg.
 JN0492;SPC UT C     - 2,065,736.003   558,534.731   MT  1.00002431   +0 25 56.6
 JN0492;SPC UT C     - 6,777,335.54  1,832,459.36   sFT  1.00002431   +0 25 56.6
 JN0492;UTM  12      - 4,308,295.546   515,167.960   MT  0.99960283   +0 06 35.8
 JN0492
 JN0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0492!SPC UT C     -   0.99966423  x   1.00002431  =   0.99968853
 JN0492!UTM  12      -   0.99966423  x   0.99960283  =   0.99926719
 JN0492
 JN0492:                Primary Azimuth Mark                     Grid Az
 JN0492:SPC UT C     -  EAGLE                                    247 22 20.9
 JN0492:UTM  12      -  EAGLE                                    247 41 41.7
 JN0492
 JN0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ1516708295(NAD 83)
 JN0492
 JN0492|---------------------------------------------------------------------|
 JN0492| PID    Reference Object                     Distance      Geod. Az  |
 JN0492|                                                           dddmmss.s |
 JN0492| JN0497 EAGLE                               APPROX. 5.8 KM 2474817.5 |
 JN0492|---------------------------------------------------------------------|
 JN0492
 JN0492                          SUPERSEDED SURVEY CONTROL
 JN0492
 JN0492  NAD 83(1986)-  38 55 24.38415(N)    110 49 30.07396(W) AD(       ) 3
 JN0492  NAD 27      -  38 55 24.46451(N)    110 49 27.48452(W) AD(       ) 3
 JN0492  NGVD 29 (07/19/86) 2157.8    (m)         7079.     (f) VERT ANG       
 JN0492
 JN0492.Superseded values are not recommended for survey control.
 JN0492
 JN0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0492.See file dsdata.pdf to determine how the superseded data were derived.
 JN0492
 JN0492_MARKER: DD = SURVEY DISK
 JN0492_SETTING: 66 = SET IN ROCK OUTCROP
 JN0492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0492+STABILITY: POSITION/ELEVATION WELL
 JN0492
 JN0492  HISTORY     - Date     Condition        Report By
 JN0492  HISTORY     - 1952     MONUMENTED       USGS
 JN0492
 JN0492                          STATION DESCRIPTION
 JN0492
 JN0492'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0492'LOCATED ABOUT 24.0 MI. DUE E. OF EMERY, 22.0 MI. SE. OF FERRON, 8.0
 JN0492'MI. N. OF NGS TRIANGULATION STATION ---SAN RAFAEL KNOB--- AND 2.0 MI.
 JN0492'FROM KOAL WASH ON HIGH PROMONIENT SANDSTONE KNOB.
 JN0492'
 JN0492'STATION REACHED BY HELICOPTER.
 JN0492'
 JN0492'STATION MARK - STANDARD TABLET STAMPED ---KOAL 1952---
 JN0492'CEMENTED IN SOLID ROCK.
 JN0492'
 JN0492'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 JN0492'---NO.1 1952--- CEMENTED IN SOLID ROCK, 12.95 FT. FROM STATION MARK,
 JN0492'N 26 DEG 44 MIN E.
 JN0492'
 JN0492'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED
 JN0492'---NO.2 1952--- CEMENTED IN SOLID ROCK, 38.89 FT. FROM STATION MARK,
 JN0492'S 85 DEG 17 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0382 ***********************************************************************
 JN0382  DESIGNATION -  KOOSHAREM
 JN0382  PID         -  JN0382
 JN0382  STATE/COUNTY-  UT/SEVIER
 JN0382  COUNTRY     -  US
 JN0382  USGS QUAD   -  KOOSHAREM (2017)
 JN0382
 JN0382                         *CURRENT SURVEY CONTROL
 JN0382  ______________________________________________________________________
 JN0382* NAD 83(1994) POSITION- 38 30 15.66247(N) 111 55 23.15753(W)   ADJUSTED
 JN0382* NAVD 88 ORTHO HEIGHT -  2542.2   (meters)     8341.    (feet) VERTCON3
 JN0382  ______________________________________________________________________
 JN0382  GEOID HEIGHT    -        -17.929 (meters)                     GEOID18
 JN0382  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 JN0382  HORZ ORDER      -  THIRD
 JN0382
 JN0382.The horizontal coordinates were established by classical geodetic methods
 JN0382.and adjusted by the National Geodetic Survey in November 1997.
 JN0382
 JN0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0382
 JN0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0382.GEOID18 height accuracy estimate available here.
 JN0382
 JN0382.Click photographs - Photos may exist for this station.
 JN0382
 JN0382.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0382
 JN0382. The following values were computed from the NAD 83(1994) position.
 JN0382
 JN0382;                    North         East     Units Scale Factor Converg.
 JN0382;SPC UT C     - 2,019,074.807   463,088.118   MT  1.00016572   -0 16 15.7
 JN0382;SPC UT C     - 6,624,247.93  1,519,314.93   sFT  1.00016572   -0 16 15.7
 JN0382;UTM  12      - 4,262,179.869   419,511.754   MT  0.99967978   -0 34 29.0
 JN0382
 JN0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0382!SPC UT C     -   0.99960408  x   1.00016572  =   0.99976974
 JN0382!UTM  12      -   0.99960408  x   0.99967978  =   0.99928399
 JN0382
 JN0382:                Primary Azimuth Mark                     Grid Az
 JN0382:SPC UT C     -  ANTELOPE                                 161 29 28.2
 JN0382:UTM  12      -  ANTELOPE                                 161 47 41.5
 JN0382
 JN0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH1951162179(NAD 83)
 JN0382
 JN0382|---------------------------------------------------------------------|
 JN0382| PID    Reference Object                     Distance      Geod. Az  |
 JN0382|                                                           dddmmss.s |
 JN0382| CM5013 KOOSHAREM RM 1                        8.227 METERS 00004     |
 JN0382| CM5014 KOOSHAREM RM 2                        8.205 METERS 09951     |
 JN0382| JN0373 ANTELOPE                            APPROX.15.2 KM 1611312.5 |
 JN0382|---------------------------------------------------------------------|
 JN0382
 JN0382                          SUPERSEDED SURVEY CONTROL
 JN0382
 JN0382  NAD 83(1986)-  38 30 15.65782(N)    111 55 23.15628(W) AD(       ) 3
 JN0382  NAD 27      -  38 30 15.73879(N)    111 55 20.46826(W) AD(       ) 3
 JN0382  NGVD 29 (07/19/86) 2540.9    (m)         8336.     (f) VERT ANG       
 JN0382
 JN0382.Superseded values are not recommended for survey control.
 JN0382
 JN0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0382.See file dsdata.pdf to determine how the superseded data were derived.
 JN0382
 JN0382_MARKER: DD = SURVEY DISK
 JN0382_SETTING: 80 = SET IN A BOULDER
 JN0382_STAMPING: KOOSHAREM 1968
 JN0382_MARK LOGO: USGS
 JN0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0382+STABILITY: SURFACE MOTION
 JN0382
 JN0382  HISTORY     - Date     Condition        Report By
 JN0382  HISTORY     - 1968     MONUMENTED       USGS
 JN0382
 JN0382                          STATION DESCRIPTION
 JN0382
 JN0382'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (ELS)
 JN0382'LOCATED ABOUT 5.5 MI. (AIRLINE) SW. OF BURRVILLE.  ABOUT 2 MI. WSW.
 JN0382'OF KOOSHAREM.  AT THE HIGHEST POINT OF THE EASTERNMOST END OF A
 JN0382'RIDGE WHICH OVERLOOKS KOOSHAREM AND GRASS VALLEY.  THE STATION IS
 JN0382'NOT ON THE MOST PROMINENT TOP IN THE VICINITY BUT IS ON THE
 JN0382'SPARSELY TIMBERED PORTION OF THE RIDGE.
 JN0382'
 JN0382'TO REACH FROM THE POST OFFICE IN KOOSHAREM, UTAH, DRIVE S. ON
 JN0382'UTAH STATE HIGHWAY 62 FOR 0.25 MI. TO GRAVELED RD. ON RIGHT.  TURN
 JN0382'RIGHT ONTO GRAVELED RD. AND GO 0.25 MI. TO WHERE RD. CROSSES AN
 JN0382'IRRIGATION DITCH.  CONTINUE STRAIGHT AHEAD FOR 0.25 MI. TO Y-RD.
 JN0382'FORK.  KEEP TO LEFT FORK FOR 0.3 MI. TO T-RD. FORK ON
 JN0382'RIGHT.  TURN RIGHT ONTO TRACK RD. PASSING TWO OLD SHEDS FOR 0.45
 JN0382'MI. TO DIM CROSSROADS.  TURN LEFT AND GO 0.15 MI. TO NEXT DIM
 JN0382'CROSSROADS.  TURN LEFT AND FOLLOW TRACK RD.  LEADING W. FOR
 JN0382'0.25 MI. DRAIN CROSSING.  CONTINUE ON TRACK RD. FOR 0.3 MI.
 JN0382'TO WHERE THE RD. PASSES BETWEEN TWO RIDGES AND END OF TRUCK
 JN0382'TRAVEL.  PACK UP DIM TRAIL IN DRAIN KEEPING TO THE LEFT
 JN0382'OF ALL MAJOR DRAIN FORKS UNTIL THE HEAD OF DRAIN IS REACHED.
 JN0382'CONTINUE S. TO TOP OF RIDGE AND STATION.  ABOUT 1 HOUR AND
 JN0382'15-MINUTE STEADY PACK.
 JN0382'
 JN0382'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED KOOSHAREM 1968
 JN0382'CEMENTED IN TOP OF A NATURALLY EMBEDDED ROCK BOULDER WHICH
 JN0382'PROJECTS ABOUT 0.4 FT. ABOVE AVERAGE GROUND.
 JN0382'
 JN0382'REFERENCE MARK NO. 1--A STANDARD BRONZE TABLET STAMPED NO 1
 JN0382'1968 CEMENTED IN TOP OF A NATURALLY EMBEDDED BOULDER.
 JN0382'
 JN0382'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET STAMPED NO 2 1968
 JN0382'CEMENTED IN THE TOP FLAT PORTION OF A NATURALLY EMBEDDED BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1085 ***********************************************************************
 LO1085  DESIGNATION -  KUNTZ
 LO1085  PID         -  LO1085
 LO1085  STATE/COUNTY-  UT/DUCHESNE
 LO1085  COUNTRY     -  US
 LO1085  USGS QUAD   -  ALTAMONT (2017)
 LO1085
 LO1085                         *CURRENT SURVEY CONTROL
 LO1085  ______________________________________________________________________
 LO1085* NAD 83(1994) POSITION- 40 18 07.54992(N) 110 21 34.09063(W)   ADJUSTED
 LO1085* NAVD 88 ORTHO HEIGHT -  1972.4   (meters)     6471.    (feet) VERTCON3
 LO1085  ______________________________________________________________________
 LO1085  GEOID HEIGHT    -        -16.631 (meters)                     GEOID18
 LO1085  LAPLACE CORR    -         -4.51  (seconds)                    DEFLEC18
 LO1085  HORZ ORDER      -  FIRST
 LO1085
 LO1085.The horizontal coordinates were established by classical geodetic methods
 LO1085.and adjusted by the National Geodetic Survey in November 1997.
 LO1085
 LO1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1085
 LO1085.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1085.GEOID18 height accuracy estimate available here.
 LO1085
 LO1085.Click photographs - Photos may exist for this station.
 LO1085
 LO1085.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1085
 LO1085. The following values were computed from the NAD 83(1994) position.
 LO1085
 LO1085;                    North         East     Units Scale Factor Converg.
 LO1085;SPC UT C     - 2,219,190.785   596,954.512   MT  0.99993200   +0 43 50.2
 LO1085;SPC UT C     - 7,280,795.10  1,958,508.26   sFT  0.99993200   +0 43 50.2
 LO1085;UTM  12      - 4,461,484.741   554,433.962   MT  0.99963647   +0 24 51.5
 LO1085
 LO1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1085!SPC UT C     -   0.99969329  x   0.99993200  =   0.99962531
 LO1085!UTM  12      -   0.99969329  x   0.99963647  =   0.99932987
 LO1085
 LO1085:                Primary Azimuth Mark                     Grid Az
 LO1085:SPC UT C     -  DUCHAIR                                  191 01 48.0
 LO1085:UTM  12      -  DUCHAIR                                  191 20 46.7
 LO1085
 LO1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK5443361484(NAD 83)
 LO1085
 LO1085|---------------------------------------------------------------------|
 LO1085| PID    Reference Object                     Distance      Geod. Az  |
 LO1085|                                                           dddmmss.s |
 LO1085| LO1079 DUCHAIR                             APPROX.12.4 KM 1914538.2 |
 LO1085| CP5644 KUNTZ RM 1                           13.591 METERS 19405     |
 LO1085| CP5645 KUNTZ RM 2                           13.563 METERS 25315     |
 LO1085|---------------------------------------------------------------------|
 LO1085
 LO1085                          SUPERSEDED SURVEY CONTROL
 LO1085
 LO1085  NAD 83(1993)-  40 18 07.54963(N)    110 21 34.09063(W) AD(       ) 1
 LO1085  NAD 83(1986)-  40 18 07.53122(N)    110 21 34.08109(W) AD(       ) 1
 LO1085  NAD 27      -  40 18 07.68880(N)    110 21 31.51700(W) AD(       ) 1
 LO1085  NGVD 29 (07/19/86) 1971.0    (m)         6467.     (f) VERT ANG       
 LO1085
 LO1085.Superseded values are not recommended for survey control.
 LO1085
 LO1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1085.See file dsdata.pdf to determine how the superseded data were derived.
 LO1085
 LO1085_MARKER: DS = TRIANGULATION STATION DISK
 LO1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO1085
 LO1085  HISTORY     - Date     Condition        Report By
 LO1085  HISTORY     - 1962     MONUMENTED       CGS
 LO1085
 LO1085                          STATION DESCRIPTION
 LO1085
 LO1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO1085'THE STATION IS LOCATED ON A CEDAR COVERED RIDGE, 1 MILE SOUTH
 LO1085'OF KUNTZ HOLLOW, 7 MILES SOUTH SOUTHEAST OF MOUNTAIN HOME,
 LO1085'8 MILES SOUTHWEST OF ALTONAH AND 10 MILES NORTH NORTHEAST
 LO1085'OF DUCHESNE.
 LO1085'
 LO1085'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY
 LO1085'35 IN DUCHESNE GO NORTH ON STATE HIGHWAY 35 FOR 6.0 MILES
 LO1085'TO WHERE STATE HIGHWAY 35 TURNS LEFT AND STATE HIGHWAY 134
 LO1085'CONTINUES AHEAD NORTH.  CONTINUE AHEAD NORTH ON STATE HIGHWAY
 LO1085'134 FOR 4.2 MILES TO A BLADED SIDE ROAD RIGHT.  TURN RIGHT
 LO1085'OFF THE PAVEMENT AND CROSS CATTLE GUARD AT SIGN P X RANCH
 LO1085'AND GO EASTERLY FOR 0.85 MILE TO A FORK, TRACK ROAD RIGHT.
 LO1085'TURN RIGHT ON THE TRACK ROAD FOR 0.3 MILE TO A T-INTERSECTION.
 LO1085'TURN RIGHT ON A BLADED ROAD AND FOLLOW THE MAIN ROAD FOR 0.55
 LO1085'MILE TO A THREE-WAY FORK AND A CEDAR TREE WITH SIGN PRIVATE
 LO1085'PROPERTY.  TAKE THE MIDDLE FORK, STRAIGHT AHEAD PASSING TO
 LO1085'THE RIGHT OF THE TREE WITH THE SIGN AND FOLLOW THE BLADED
 LO1085'OUT TRACK ROAD FOR 0.15 TO A DITCH.  CROSS THE DITCH AND
 LO1085'CONTINUE FOR 0.2 MILE.  THEN TURN SHARP RIGHT ON OLD
 LO1085'TRACK ROAD FOR 0.05 MILE.  A 4-WHEEL DRIVE IS NEEDED FROM THIS
 LO1085'POINT ON VERY SANDY.  TURN LEFT, SOUTH AND FOLLOW VERY
 LO1085'DIM TRACKS FOR 0.1 MILE TO THE STATION.
 LO1085'
 LO1085'THE STATION MARK IS A STANDARD DISK, STAMPED KUNTZ 1962, SET
 LO1085'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3
 LO1085'INCHES.  IT IS 4.5 FEET SOUTH OF A WITNESS POST, 10.5 FEET
 LO1085'NORTHWEST OF A 24 INCH CEDAR TREE AND 17.5 FEET NORTHEAST OF
 LO1085'A 24 INCH CEDAR TREE.
 LO1085'
 LO1085'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KUNTZ NO 1 1962,
 LO1085'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 LO1085'GROUND.  IT IS 2 FEET LOWER THAN THE STATION MARK.
 LO1085'
 LO1085'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KUNTZ NO 2 1962,
 LO1085'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 LO1085'GROUND.  IT IS 2 FEET LOWER THAN THE STATION MARK.
 LO1085'
 LO1085'BENCH MARK V 103 IS A STANDARD BENCH MARK DISK, STAMPED V 103 1962,
 LO1085'SET IN THE TOP OF ROUND CONCRETE POST PROJECTING 3 INCHES.  IT
 LO1085'IS 2.5 FEET NORTH OF A WITNESS POST, 9.5 FEET SOUTHWEST OF A
 LO1085'STATE ROAD RIGHT OF WAY MARK, 58 FEET SOUTH OF THE CENTERLINE
 LO1085'OF UTAH STATE HIGHWAY 35, 99.5 FEET WEST OF THE CENTERLINE OF
 LO1085'UTAH STATE HIGHWAY 35 AND 101 FEET SOUTHWEST OF THE JUNCTION
 LO1085'OF UTAH STATE HIGHWAYS 134 AND 35.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0625 ***********************************************************************
 MR0625  DESIGNATION -  L
 MR0625  PID         -  MR0625
 MR0625  STATE/COUNTY-  UT/SUMMIT
 MR0625  COUNTRY     -  US
 MR0625  USGS QUAD   -  HEINERS CREEK (2017)
 MR0625
 MR0625                         *CURRENT SURVEY CONTROL
 MR0625  ______________________________________________________________________
 MR0625* NAD 83(1986) POSITION- 41 02 55.     (N) 111 18 16.     (W)   SCALED
 MR0625* NAVD 88 ORTHO HEIGHT -  1804.382 (meters)     5919.88  (feet) POSTED
 MR0625  ______________________________________________________________________
 MR0625  GEOID HEIGHT    -        -15.713 (meters)                     GEOID18
 MR0625  DYNAMIC HEIGHT  -       1802.75  (meters)     5914.5   (feet) COMP
 MR0625  MODELED GRAVITY -    979,654.8   (mgal)                       NAVD 88
 MR0625
 MR0625  VERT ORDER      -  * POSTED, SEE BELOW
 MR0625
 MR0625.The horizontal coordinates were scaled from a map and have
 MR0625.an estimated accuracy of +/- 6 seconds.
 MR0625
 MR0625.The orthometric height was determined by differential leveling
 MR0625.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MR0625
 MR0625.* This is a POSTED BENCH MARK height.
 MR0625
 MR0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0625.GEOID18 height accuracy estimate available here.
 MR0625
 MR0625.Click photographs - Photos may exist for this station.
 MR0625
 MR0625.The dynamic height is computed by dividing the NAVD 88
 MR0625.geopotential number by the normal gravity value computed on the
 MR0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0625.degrees latitude (g = 980.6199 gals.).
 MR0625
 MR0625.The modeled gravity was interpolated from observed gravity values.
 MR0625
 MR0625;                    North         East    Units  Estimated Accuracy
 MR0625;SPC UT N     - 1,079,450.      516,440.      MT  (+/- 180 meters Scaled)
 MR0625
 MR0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL744441(NAD 83)
 MR0625
 MR0625                          SUPERSEDED SURVEY CONTROL
 MR0625
 MR0625.No superseded survey control is available for this station.
 MR0625
 MR0625_MARKER: Z = SEE DESCRIPTION
 MR0625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0625
 MR0625  HISTORY     - Date     Condition        Report By
 MR0625  HISTORY     - 1903     MONUMENTED       CGS
 MR0625  HISTORY     - 19030609 GOOD             CGS
 MR0625
 MR0625                          STATION DESCRIPTION
 MR0625
 MR0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (RLL)
 MR0625'THE STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) NORTH-NORTHEAST OF
 MR0625'COALVILLE, 6.9 MI (11.1 KM) NORTH-NORTHWEST OF UPTON AND 6.9 MI (11.1
 MR0625'KM) SOUTHWEST OF CASTLE ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0276 ***********************************************************************
 MS0276  DESIGNATION -  L 10
 MS0276  PID         -  MS0276
 MS0276  STATE/COUNTY-  UT/BOX ELDER
 MS0276  COUNTRY     -  US
 MS0276  USGS QUAD   -  PEPLIN FLATS (2017)
 MS0276
 MS0276                         *CURRENT SURVEY CONTROL
 MS0276  ______________________________________________________________________
 MS0276* NAD 83(1986) POSITION- 41 40 55.     (N) 113 09 24.     (W)   SCALED
 MS0276* NAVD 88 ORTHO HEIGHT -  1327.273 (meters)     4354.56  (feet) ADJUSTED
 MS0276  ______________________________________________________________________
 MS0276  GEOID HEIGHT    -        -15.754 (meters)                     GEOID18
 MS0276  DYNAMIC HEIGHT  -       1326.391 (meters)     4351.67  (feet) COMP
 MS0276  MODELED GRAVITY -    979,911.8   (mgal)                       NAVD 88
 MS0276
 MS0276  VERT ORDER      -  FIRST     CLASS II
 MS0276
 MS0276.The horizontal coordinates were scaled from a map and have
 MS0276.an estimated accuracy of +/- 6 seconds.
 MS0276
 MS0276.The orthometric height was determined by differential leveling and
 MS0276.adjusted by the NATIONAL GEODETIC SURVEY
 MS0276.in June 1991.
 MS0276
 MS0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0276.GEOID18 height accuracy estimate available here.
 MS0276
 MS0276.Click photographs - Photos may exist for this station.
 MS0276
 MS0276.The dynamic height is computed by dividing the NAVD 88
 MS0276.geopotential number by the normal gravity value computed on the
 MS0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0276.degrees latitude (g = 980.6199 gals.).
 MS0276
 MS0276.The modeled gravity was interpolated from observed gravity values.
 MS0276
 MS0276;                    North         East    Units  Estimated Accuracy
 MS0276;SPC UT N     - 1,151,080.      362,070.      MT  (+/- 180 meters Scaled)
 MS0276
 MS0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM204167(NAD 83)
 MS0276
 MS0276                          SUPERSEDED SURVEY CONTROL
 MS0276
 MS0276  NGVD 29 (??/??/92) 1326.259  (m)         4351.23   (f) ADJ UNCH    1 2
 MS0276
 MS0276.Superseded values are not recommended for survey control.
 MS0276
 MS0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0276.See file dsdata.pdf to determine how the superseded data were derived.
 MS0276
 MS0276_MARKER: Q = CHISELED SQUARE
 MS0276_SETTING: 0 = UNSPECIFIED SETTING
 MS0276_SP_SET: SANDSTONE POST
 MS0276_MARK LOGO: CGS
 MS0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0276+STABILITY: SURFACE MOTION
 MS0276
 MS0276  HISTORY     - Date     Condition        Report By
 MS0276  HISTORY     - 1911     MONUMENTED       CGS
 MS0276  HISTORY     - 1953     GOOD             CGS
 MS0276  HISTORY     - 1966     GOOD             USGS
 MS0276
 MS0276                          STATION DESCRIPTION
 MS0276
 MS0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0276'5.3 MI SW FROM KELTON.
 MS0276'5.3 MILES SOUTHWEST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0276'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0276'KELTON, 19-1/4 POLES NORTHEAST OF MILEPOLE 728, 0.1 MILE SOUTH OF A
 MS0276'LARGE PROMINENT OUTCROP ON THE EAST SIDE OF THE ROAD, 151 1/2 FEET
 MS0276'NORTH OF TELEPHONE POLE 56B, 75 FEET WEST OF THE CENTER LINE OF THE
 MS0276'ROAD, 34 FEET NORTHWEST OF A TELEPHONE POLE MARKED BY THE WHITE
 MS0276'PAINTED LETTERS BM, 1.6 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH
 MS0276'THE ROAD, AND FLANKED BY THE CHISELED LETTERS USBM IN THE TOP OF A
 MS0276'SANDSTONE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 MS0276
 MS0276                          STATION RECOVERY (1966)
 MS0276
 MS0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MS0276'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0123 ***********************************************************************
 LO0123  DESIGNATION -  L 100
 LO0123  PID         -  LO0123
 LO0123  STATE/COUNTY-  UT/DUCHESNE
 LO0123  COUNTRY     -  US
 LO0123  USGS QUAD   -  HANNA (2017)
 LO0123
 LO0123                         *CURRENT SURVEY CONTROL
 LO0123  ______________________________________________________________________
 LO0123* NAD 83(1986) POSITION- 40 25 08.     (N) 110 47 21.     (W)   SCALED
 LO0123* NAVD 88 ORTHO HEIGHT -  2082.526 (meters)     6832.42  (feet) ADJUSTED
 LO0123  ______________________________________________________________________
 LO0123  GEOID HEIGHT    -        -14.786 (meters)                     GEOID18
 LO0123  DYNAMIC HEIGHT  -       2080.438 (meters)     6825.57  (feet) COMP
 LO0123  MODELED GRAVITY -    979,548.5   (mgal)                       NAVD 88
 LO0123
 LO0123  VERT ORDER      -  SECOND    CLASS 0
 LO0123
 LO0123.The horizontal coordinates were scaled from a map and have
 LO0123.an estimated accuracy of +/- 6 seconds.
 LO0123
 LO0123.The orthometric height was determined by differential leveling and
 LO0123.adjusted by the NATIONAL GEODETIC SURVEY
 LO0123.in June 1991.
 LO0123
 LO0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0123.GEOID18 height accuracy estimate available here.
 LO0123
 LO0123.Click photographs - Photos may exist for this station.
 LO0123
 LO0123.The dynamic height is computed by dividing the NAVD 88
 LO0123.geopotential number by the normal gravity value computed on the
 LO0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0123.degrees latitude (g = 980.6199 gals.).
 LO0123
 LO0123.The modeled gravity was interpolated from observed gravity values.
 LO0123
 LO0123;                    North         East    Units  Estimated Accuracy
 LO0123;SPC UT C     - 2,231,780.      560,330.      MT  (+/- 180 meters Scaled)
 LO0123
 LO0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK178742(NAD 83)
 LO0123
 LO0123                          SUPERSEDED SURVEY CONTROL
 LO0123
 LO0123  NGVD 29 (??/??/92) 2081.156  (m)         6827.93   (f) ADJ UNCH    2 0
 LO0123
 LO0123.Superseded values are not recommended for survey control.
 LO0123
 LO0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0123.See file dsdata.pdf to determine how the superseded data were derived.
 LO0123
 LO0123_MARKER: DB = BENCH MARK DISK
 LO0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0123_STAMPING: L 100 1962
 LO0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0123+STABILITY: SURFACE MOTION
 LO0123
 LO0123  HISTORY     - Date     Condition        Report By
 LO0123  HISTORY     - 1962     MONUMENTED       CGS
 LO0123
 LO0123                          STATION DESCRIPTION
 LO0123
 LO0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0123'7.05 MI NW FROM TABIONA.
 LO0123'7.05 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0123'TABIONA, 0.05 MILE WEST-NORTHWEST OF A SMALL HOUSE BY A LARGE RED
 LO0123'BLUFF, 22 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4
 LO0123'1/2 FEET EAST-SOUTHEAST OF POWER OF A FENCE, 2.3 FEET WEST-NORTHWEST
 LO0123'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN
 LO0123'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0106 ***********************************************************************
 LO0106  DESIGNATION -  L 101
 LO0106  PID         -  LO0106
 LO0106  STATE/COUNTY-  UT/DUCHESNE
 LO0106  COUNTRY     -  US
 LO0106  USGS QUAD   -  BLACKTAIL MOUNTAIN (2017)
 LO0106
 LO0106                         *CURRENT SURVEY CONTROL
 LO0106  ______________________________________________________________________
 LO0106* NAD 83(1986) POSITION- 40 18 14.     (N) 110 37 16.     (W)   SCALED
 LO0106* NAVD 88 ORTHO HEIGHT -  1913.531 (meters)     6277.98  (feet) ADJUSTED
 LO0106  ______________________________________________________________________
 LO0106  GEOID HEIGHT    -        -16.034 (meters)                     GEOID18
 LO0106  DYNAMIC HEIGHT  -       1911.619 (meters)     6271.70  (feet) COMP
 LO0106  MODELED GRAVITY -    979,558.9   (mgal)                       NAVD 88
 LO0106
 LO0106  VERT ORDER      -  SECOND    CLASS 0
 LO0106
 LO0106.The horizontal coordinates were scaled from a map and have
 LO0106.an estimated accuracy of +/- 6 seconds.
 LO0106
 LO0106.The orthometric height was determined by differential leveling and
 LO0106.adjusted by the NATIONAL GEODETIC SURVEY
 LO0106.in June 1991.
 LO0106
 LO0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0106.GEOID18 height accuracy estimate available here.
 LO0106
 LO0106.Click photographs - Photos may exist for this station.
 LO0106
 LO0106.The dynamic height is computed by dividing the NAVD 88
 LO0106.geopotential number by the normal gravity value computed on the
 LO0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0106.degrees latitude (g = 980.6199 gals.).
 LO0106
 LO0106.The modeled gravity was interpolated from observed gravity values.
 LO0106
 LO0106;                    North         East    Units  Estimated Accuracy
 LO0106;SPC UT C     - 2,219,140.      574,710.      MT  (+/- 180 meters Scaled)
 LO0106
 LO0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK321615(NAD 83)
 LO0106
 LO0106                          SUPERSEDED SURVEY CONTROL
 LO0106
 LO0106  NGVD 29 (??/??/92) 1912.179  (m)         6273.54   (f) ADJ UNCH    2 0
 LO0106
 LO0106.Superseded values are not recommended for survey control.
 LO0106
 LO0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0106.See file dsdata.pdf to determine how the superseded data were derived.
 LO0106
 LO0106_MARKER: DB = BENCH MARK DISK
 LO0106_SETTING: 66 = SET IN ROCK OUTCROP
 LO0106_STAMPING: L 101 1962
 LO0106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0106+STABILITY: POSITION/ELEVATION WELL
 LO0106
 LO0106  HISTORY     - Date     Condition        Report By
 LO0106  HISTORY     - 1962     MONUMENTED       CGS
 LO0106
 LO0106                          STATION DESCRIPTION
 LO0106
 LO0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0106'6.35 MI SE FROM TABIONA.
 LO0106'6.35 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0106'TABIONA, 0.1 MILE WEST OF A WOODEN BRIDGE, SET VERTICALLY IN THE SOUTH
 LO0106'FACE OF A MASSIVE SANDSTONE OUTCROP CUT, 20 FEET NORTH OF THE CENTER
 LO0106'LINE OF THE HIGHWAY, 51 FEET NORTH AND ACROSS THE HIGHWAY FROM POWER
 LO0106'POLE 6-144, ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY, AND 0.9 FOOT
 LO0106'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0255 ***********************************************************************
 LN0255  DESIGNATION -  L 102
 LN0255  PID         -  LN0255
 LN0255  STATE/COUNTY-  UT/DAGGETT
 LN0255  COUNTRY     -  US
 LN0255  USGS QUAD   -  DUTCH JOHN (2017)
 LN0255
 LN0255                         *CURRENT SURVEY CONTROL
 LN0255  ______________________________________________________________________
 LN0255* NAD 83(1986) POSITION- 40 59 23.     (N) 109 28 00.     (W)   SCALED
 LN0255* NAVD 88 ORTHO HEIGHT -  1913.859 (meters)     6279.05  (feet) ADJUSTED
 LN0255  ______________________________________________________________________
 LN0255  GEOID HEIGHT    -        -14.248 (meters)                     GEOID18
 LN0255  DYNAMIC HEIGHT  -       1912.162 (meters)     6273.48  (feet) COMP
 LN0255  MODELED GRAVITY -    979,669.2   (mgal)                       NAVD 88
 LN0255
 LN0255  VERT ORDER      -  SECOND    CLASS 0
 LN0255
 LN0255.The horizontal coordinates were scaled from a map and have
 LN0255.an estimated accuracy of +/- 6 seconds.
 LN0255
 LN0255.The orthometric height was determined by differential leveling and
 LN0255.adjusted by the NATIONAL GEODETIC SURVEY
 LN0255.in June 1991.
 LN0255
 LN0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0255.GEOID18 height accuracy estimate available here.
 LN0255
 LN0255.Click photographs - Photos may exist for this station.
 LN0255
 LN0255.The dynamic height is computed by dividing the NAVD 88
 LN0255.geopotential number by the normal gravity value computed on the
 LN0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0255.degrees latitude (g = 980.6199 gals.).
 LN0255
 LN0255.The modeled gravity was interpolated from observed gravity values.
 LN0255
 LN0255;                    North         East    Units  Estimated Accuracy
 LN0255;SPC UT N     - 1,074,890.      671,080.      MT  (+/- 180 meters Scaled)
 LN0255
 LN0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL289387(NAD 83)
 LN0255
 LN0255                          SUPERSEDED SURVEY CONTROL
 LN0255
 LN0255  NGVD 29 (??/??/92) 1912.606  (m)         6274.94   (f) ADJ UNCH    2 0
 LN0255
 LN0255.Superseded values are not recommended for survey control.
 LN0255
 LN0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0255.See file dsdata.pdf to determine how the superseded data were derived.
 LN0255
 LN0255_MARKER: DB = BENCH MARK DISK
 LN0255_SETTING: 66 = SET IN ROCK OUTCROP
 LN0255_STAMPING: L 102 1962
 LN0255_MARK LOGO: CGS
 LN0255_MAGNETIC: N = NO MAGNETIC MATERIAL
 LN0255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0255+STABILITY: POSITION/ELEVATION WELL
 LN0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0255+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2021
 LN0255
 LN0255  HISTORY     - Date     Condition        Report By
 LN0255  HISTORY     - 1962     MONUMENTED       CGS
 LN0255  HISTORY     - 1966     GOOD             USGS
 LN0255  HISTORY     - 20130623 GOOD             GEOCAC
 LN0255  HISTORY     - 20210612 GOOD             IGA
 LN0255
 LN0255                          STATION DESCRIPTION
 LN0255
 LN0255'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LN0255'5.55 MI SE FROM LINWOOD.
 LN0255'DUTCH JOHN, BUREAU OF RECLAMATION FIRE STATION.  THENCE 0.55 MILES
 LN0255'NORTH TO UTAH STATE HIGHWAY 260.  THENCE RIGHT ALONG HIGHWAY 260
 LN0255'NORTHWARD FOR 4.45 MILES TO DUTCH JOHN CAP.  CONTINUE FOR ANOTHER 0.55
 LN0255'MILES TO A DIRT ROAD RIGHT AND SIGN ROCK SPRINGS 66 MI.  TURN RIGHT
 LN0255'FOR 3.25 MILES TO ROAD FORK.  TURN LEFT FOR 0.20 MILES.  IN TOP OF A
 LN0255'LEDGE OF OUTCROP ON A RIDGE.  32 FEET SOUTH OF THE CENTER LINE OF THE
 LN0255'ROAD.  4 FEET SOUTH OF A WITNESS POST.  ABOUT 7 FEET HIGHER THAN THE
 LN0255'ROAD, AND 0.3 FOOT ABOVE GROUND.
 LN0255
 LN0255                          STATION RECOVERY (2013)
 LN0255
 LN0255'RECOVERY NOTE BY GEOCACHING 2013 (BRB)
 LN0255'THE DESCRIPTION HAS BEEN RENDERED OBSOLETE BY THE CREATION OF FLAMING
 LN0255'GORGE RESERVOIR. LINWOOD IS NOW UNDERNEATH THE WATERS OF LINWOOD BAY.
 LN0255'THE SIGN FOR ROCK SPRINGS 66 MILES NO LONGER EXISTS. NEW DESCRIPTION
 LN0255'FOLLOWS.
 LN0255'FROM THE US POST OFFICE IN DUTCH JOHN PROCEED WESTWARD ON SOUTH BLVD
 LN0255'APPROXIMATELY 0.3 MILES TO THE JUNCTION WITH US HIGHWAY 191. TURN
 LN0255'RIGHT AND PROCEED NORTHWARD APPROXIMATELY 7.6 MILES TO SPRING CREEK
 LN0255'ROAD. TURN LEFT AND FOLLOW SPRING CREEK ROAD WESTWARD APPROXIMATELY
 LN0255'1.7 MILES TO THE STATION ON THE LEFT. REMAINDER OF DESCRIPTION REMAINS
 LN0255'UNCHANGED.
 LN0255'IN TOP OF A LEDGE OF OUTCROP ON A RIDGE. 32 FEET SOUTH OF THE CENTER
 LN0255'LINE OF THE ROAD. 4 FEET SOUTH OF A WITNESS POST. ABOUT 7 FEET HIGHER
 LN0255'THAN THE ROAD, AND 0.3 FOOT ABOVE GROUND.
 LN0255
 LN0255                          STATION RECOVERY (2021)
 LN0255
 LN0255'RECOVERY NOTE BY IGAGE 2021 (MS)
 LN0255'WITNESS POST AND SIGN MISSING.  480 FT (146.3 M) WEST OF MAIN HILLTOP.
 LN0255'97 FT (29.6 M) EAST OF MINOR HILLTOP.  8 FT (2.4 M) NORTH OF CREST OF
 LN0255'SADDLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0222 ***********************************************************************
 LN0222  DESIGNATION -  L 103
 LN0222  PID         -  LN0222
 LN0222  STATE/COUNTY-  UT/DAGGETT
 LN0222  COUNTRY     -  US
 LN0222  USGS QUAD   -  SWALLOW CANYON (2017)
 LN0222
 LN0222                         *CURRENT SURVEY CONTROL
 LN0222  ______________________________________________________________________
 LN0222* NAD 83(1986) POSITION- 40 52 13.50   (N) 109 05 40.68   (W)   HD_HELD1
 LN0222* NAVD 88 ORTHO HEIGHT -  1744.631 (meters)     5723.84  (feet) ADJUSTED
 LN0222  ______________________________________________________________________
 LN0222  GEOID HEIGHT    -        -14.242 (meters)                     GEOID18
 LN0222  DYNAMIC HEIGHT  -       1743.166 (meters)     5719.04  (feet) COMP
 LN0222  MODELED GRAVITY -    979,722.4   (mgal)                       NAVD 88
 LN0222
 LN0222  VERT ORDER      -  SECOND    CLASS 0
 LN0222
 LN0222.The horizontal coordinates were determined by differentially corrected
 LN0222.hand held GPS observations or other comparable positioning techniques
 LN0222.and have an estimated accuracy of +/- 3 meters.
 LN0222
 LN0222.The orthometric height was determined by differential leveling and
 LN0222.adjusted by the NATIONAL GEODETIC SURVEY
 LN0222.in June 1991.
 LN0222
 LN0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0222.GEOID18 height accuracy estimate available here.
 LN0222
 LN0222.Click photographs - Photos may exist for this station.
 LN0222
 LN0222.The dynamic height is computed by dividing the NAVD 88
 LN0222.geopotential number by the normal gravity value computed on the
 LN0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0222.degrees latitude (g = 980.6199 gals.).
 LN0222
 LN0222.The modeled gravity was interpolated from observed gravity values.
 LN0222
 LN0222;                    North         East    Units  Estimated Accuracy
 LN0222;SPC UT N     - 1,062,448.7     702,741.6     MT  (+/- 3 meters HH1 GPS) 
 LN0222
 LN0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL6056126119(NAD 83)
 LN0222
 LN0222                          SUPERSEDED SURVEY CONTROL
 LN0222
 LN0222  NGVD 29 (??/??/92) 1743.460  (m)         5720.00   (f) ADJ UNCH    2 0
 LN0222
 LN0222.Superseded values are not recommended for survey control.
 LN0222
 LN0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0222.See file dsdata.pdf to determine how the superseded data were derived.
 LN0222
 LN0222_MARKER: DB = BENCH MARK DISK
 LN0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0222_STAMPING: L 103 1962
 LN0222_MARK LOGO: CGS
 LN0222_PROJECTION: PROJECTING 12 CENTIMETERS
 LN0222_MAGNETIC: N = NO MAGNETIC MATERIAL
 LN0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0222+STABILITY: SURFACE MOTION
 LN0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0222+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2020
 LN0222
 LN0222  HISTORY     - Date     Condition        Report By
 LN0222  HISTORY     - 1962     MONUMENTED       CGS
 LN0222  HISTORY     - 20201219 GOOD             IGA
 LN0222
 LN0222                          STATION DESCRIPTION
 LN0222
 LN0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0222'39.4 MI E FROM LINWOOD.
 LN0222'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0222'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 34.4 MILES
 LN0222'EAST ALONG CLAY BASIN ROAD, 41 FEET NORTHWEST OF THE CENTER OF THE
 LN0222'JUNCTION OF A ROAD, 38 FEET NORTH OF THE CENTER LINE OF CLAY BASIN
 LN0222'ROAD, 42 FEET EAST OF THE CENTER OF A DRAINAGE DITCH, 2.2 FEET WEST OF
 LN0222'A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 LN0222'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LN0222
 LN0222                          STATION RECOVERY (2020)
 LN0222
 LN0222'RECOVERY NOTE BY IGAGE 2020 (MS)
 LN0222'TELEPHONE KIOSK BEARS 14.0 M (45.9 FT) SOUTH 67 35 E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0141 ***********************************************************************
 LO0141  DESIGNATION -  L 104
 LO0141  PID         -  LO0141
 LO0141  STATE/COUNTY-  UT/WASATCH
 LO0141  COUNTRY     -  US
 LO0141  USGS QUAD   -  WOLF CREEK (2017)
 LO0141
 LO0141                         *CURRENT SURVEY CONTROL
 LO0141  ______________________________________________________________________
 LO0141* NAD 83(1986) POSITION- 40 29 32.     (N) 110 58 59.     (W)   SCALED
 LO0141* NAVD 88 ORTHO HEIGHT -  2696.237 (meters)     8845.90  (feet) ADJUSTED
 LO0141  ______________________________________________________________________
 LO0141  GEOID HEIGHT    -        -14.106 (meters)                     GEOID18
 LO0141  DYNAMIC HEIGHT  -       2693.349 (meters)     8836.43  (feet) COMP
 LO0141  MODELED GRAVITY -    979,455.3   (mgal)                       NAVD 88
 LO0141
 LO0141  VERT ORDER      -  SECOND    CLASS 0
 LO0141
 LO0141.The horizontal coordinates were scaled from a map and have
 LO0141.an estimated accuracy of +/- 6 seconds.
 LO0141
 LO0141.The orthometric height was determined by differential leveling and
 LO0141.adjusted by the NATIONAL GEODETIC SURVEY
 LO0141.in June 1991.
 LO0141
 LO0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0141.GEOID18 height accuracy estimate available here.
 LO0141
 LO0141.Click photographs - Photos may exist for this station.
 LO0141
 LO0141.The dynamic height is computed by dividing the NAVD 88
 LO0141.geopotential number by the normal gravity value computed on the
 LO0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0141.degrees latitude (g = 980.6199 gals.).
 LO0141
 LO0141.The modeled gravity was interpolated from observed gravity values.
 LO0141
 LO0141;                    North         East    Units  Estimated Accuracy
 LO0141;SPC UT C     - 2,239,810.      543,820.      MT  (+/- 180 meters Scaled)
 LO0141
 LO0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK014823(NAD 83)
 LO0141
 LO0141                          SUPERSEDED SURVEY CONTROL
 LO0141
 LO0141  NGVD 29 (??/??/92) 2694.75   (m)         8841.0    (f) COMPUTED    2 0
 LO0141
 LO0141.Superseded values are not recommended for survey control.
 LO0141
 LO0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0141.See file dsdata.pdf to determine how the superseded data were derived.
 LO0141
 LO0141_MARKER: DB = BENCH MARK DISK
 LO0141_SETTING: 66 = SET IN ROCK OUTCROP
 LO0141_STAMPING: L 104 1962
 LO0141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0141+STABILITY: POSITION/ELEVATION WELL
 LO0141
 LO0141  HISTORY     - Date     Condition        Report By
 LO0141  HISTORY     - 1962     MONUMENTED       CGS
 LO0141
 LO0141                          STATION DESCRIPTION
 LO0141
 LO0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0141'21.35 MI NW FROM TABIONA.
 LO0141'21.35 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0141'TABIONA, SET VERTICALLY IN THE SOUTH-SOUTHEAST FACE OF A LARGE ROCK
 LO0141'CUT, 16 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 LO0141'2 FEET HIGHER THAN THE HIGHWAY, AND 0.7 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0453 ***********************************************************************
 LO0453  DESIGNATION -  L 105
 LO0453  PID         -  LO0453
 LO0453  STATE/COUNTY-  UT/WASATCH
 LO0453  COUNTRY     -  US
 LO0453  USGS QUAD   -  WOLF CREEK SUMMIT (2017)
 LO0453
 LO0453                         *CURRENT SURVEY CONTROL
 LO0453  ______________________________________________________________________
 LO0453* NAD 83(1986) POSITION- 40 29 18.     (N) 111 02 07.     (W)   SCALED
 LO0453* NAVD 88 ORTHO HEIGHT -  2859.839 (meters)     9382.66  (feet) ADJUSTED
 LO0453  ______________________________________________________________________
 LO0453  GEOID HEIGHT    -        -14.211 (meters)                     GEOID18
 LO0453  DYNAMIC HEIGHT  -       2856.842 (meters)     9372.82  (feet) COMP
 LO0453  MODELED GRAVITY -    979,470.9   (mgal)                       NAVD 88
 LO0453
 LO0453  VERT ORDER      -  SECOND    CLASS 0
 LO0453
 LO0453.The horizontal coordinates were scaled from a map and have
 LO0453.an estimated accuracy of +/- 6 seconds.
 LO0453
 LO0453.The orthometric height was determined by differential leveling and
 LO0453.adjusted by the NATIONAL GEODETIC SURVEY
 LO0453.in June 1991.
 LO0453
 LO0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0453.GEOID18 height accuracy estimate available here.
 LO0453
 LO0453.Click photographs - Photos may exist for this station.
 LO0453
 LO0453.The dynamic height is computed by dividing the NAVD 88
 LO0453.geopotential number by the normal gravity value computed on the
 LO0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0453.degrees latitude (g = 980.6199 gals.).
 LO0453
 LO0453.The modeled gravity was interpolated from observed gravity values.
 LO0453
 LO0453;                    North         East    Units  Estimated Accuracy
 LO0453;SPC UT C     - 2,239,350.      539,400.      MT  (+/- 180 meters Scaled)
 LO0453
 LO0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK970819(NAD 83)
 LO0453
 LO0453                          SUPERSEDED SURVEY CONTROL
 LO0453
 LO0453  NGVD 29 (??/??/92) 2858.444  (m)         9378.08   (f) ADJ UNCH    2 0
 LO0453
 LO0453.Superseded values are not recommended for survey control.
 LO0453
 LO0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0453.See file dsdata.pdf to determine how the superseded data were derived.
 LO0453
 LO0453_MARKER: DB = BENCH MARK DISK
 LO0453_SETTING: 80 = SET IN A BOULDER
 LO0453_STAMPING: L 105 1962
 LO0453_MARK LOGO: CGS
 LO0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0453+STABILITY: SURFACE MOTION
 LO0453
 LO0453  HISTORY     - Date     Condition        Report By
 LO0453  HISTORY     - 1962     MONUMENTED       CGS
 LO0453  HISTORY     - 19900720 MARK NOT FOUND   USGS
 LO0453
 LO0453                          STATION DESCRIPTION
 LO0453
 LO0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0453'20.15 MI SE FROM FRANCIS.
 LO0453'20.15 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0453'HIGHWAY AT FRANCIS, SET VERTICALLY IN THE WEST-SOUTHWEST FACE OF A
 LO0453'BOULDER, 20 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LO0453'ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND 0.9 FOOT ABOVE THE GROUND.
 LO0453
 LO0453                          STATION RECOVERY (1990)
 LO0453
 LO0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SDC)
 LO0453'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0297 ***********************************************************************
 LO0297  DESIGNATION -  L 106
 LO0297  PID         -  LO0297
 LO0297  STATE/COUNTY-  UT/SUMMIT
 LO0297  COUNTRY     -  US
 LO0297  USGS QUAD   -  KAMAS (2017)
 LO0297
 LO0297                         *CURRENT SURVEY CONTROL
 LO0297  ______________________________________________________________________
 LO0297* NAD 83(1986) POSITION- 40 42 33.     (N) 111 17 34.     (W)   SCALED
 LO0297* NAVD 88 ORTHO HEIGHT -  1960.637 (meters)     6432.52  (feet) ADJUSTED
 LO0297  ______________________________________________________________________
 LO0297  GEOID HEIGHT    -        -15.172 (meters)                     GEOID18
 LO0297  DYNAMIC HEIGHT  -       1958.787 (meters)     6426.45  (feet) COMP
 LO0297  MODELED GRAVITY -    979,611.5   (mgal)                       NAVD 88
 LO0297
 LO0297  VERT ORDER      -  SECOND    CLASS 0
 LO0297
 LO0297.The horizontal coordinates were scaled from a map and have
 LO0297.an estimated accuracy of +/- 6 seconds.
 LO0297
 LO0297.The orthometric height was determined by differential leveling and
 LO0297.adjusted by the NATIONAL GEODETIC SURVEY
 LO0297.in June 1991.
 LO0297
 LO0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0297.GEOID18 height accuracy estimate available here.
 LO0297
 LO0297.Click photographs - Photos may exist for this station.
 LO0297
 LO0297.The dynamic height is computed by dividing the NAVD 88
 LO0297.geopotential number by the normal gravity value computed on the
 LO0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0297.degrees latitude (g = 980.6199 gals.).
 LO0297
 LO0297.The modeled gravity was interpolated from observed gravity values.
 LO0297
 LO0297;                    North         East    Units  Estimated Accuracy
 LO0297;SPC UT N     - 1,041,760.      517,510.      MT  (+/- 180 meters Scaled)
 LO0297
 LO0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL752065(NAD 83)
 LO0297
 LO0297                          SUPERSEDED SURVEY CONTROL
 LO0297
 LO0297  NGVD 29 (??/??/92) 1959.341  (m)         6428.27   (f) ADJ UNCH    2 0
 LO0297
 LO0297.Superseded values are not recommended for survey control.
 LO0297
 LO0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0297.See file dsdata.pdf to determine how the superseded data were derived.
 LO0297
 LO0297_MARKER: DB = BENCH MARK DISK
 LO0297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0297_SP_SET: BRIDGE
 LO0297_STAMPING: L 106 1962
 LO0297_MARK LOGO: CGS
 LO0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0297
 LO0297  HISTORY     - Date     Condition        Report By
 LO0297  HISTORY     - 1962     MONUMENTED       CGS
 LO0297
 LO0297                          STATION DESCRIPTION
 LO0297
 LO0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0297'4.95 MI N FROM KAMAS.
 LO0297'4.95 MILES NORTH ALONG U.S. HIGHWAY 189 FROM THE POST OFFICE AT KAMAS,
 LO0297'0.2 MILE NORTHWEST OF THE CITY LIMITS OF OAKLEY, IN THE TOP OF THE
 LO0297'NORTH END OF THE SOUTH CONCRETE WING WALL OF CONCRETE BRIDGE 11.2 OVER
 LO0297'WEBER RIVER, 15 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.6
 LO0297'FOOT SOUTH OF THE NORTH END OF THE WING WALL, AND ABOUT LEVEL WITH THE
 LO0297'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0355 ***********************************************************************
 LO0355  DESIGNATION -  L 107
 LO0355  PID         -  LO0355
 LO0355  STATE/COUNTY-  UT/WASATCH
 LO0355  COUNTRY     -  US
 LO0355  USGS QUAD   -  FRANCIS (2017)
 LO0355
 LO0355                         *CURRENT SURVEY CONTROL
 LO0355  ______________________________________________________________________
 LO0355* NAD 83(1986) POSITION- 40 36 19.     (N) 111 22 24.     (W)   SCALED
 LO0355* NAVD 88 ORTHO HEIGHT -  1863.402 (meters)     6113.51  (feet) ADJUSTED
 LO0355  ______________________________________________________________________
 LO0355  GEOID HEIGHT    -        -15.442 (meters)                     GEOID18
 LO0355  DYNAMIC HEIGHT  -       1861.675 (meters)     6107.85  (feet) COMP
 LO0355  MODELED GRAVITY -    979,632.1   (mgal)                       NAVD 88
 LO0355
 LO0355  VERT ORDER      -  SECOND    CLASS 0
 LO0355
 LO0355.The horizontal coordinates were scaled from a map and have
 LO0355.an estimated accuracy of +/- 6 seconds.
 LO0355
 LO0355.The orthometric height was determined by differential leveling and
 LO0355.adjusted by the NATIONAL GEODETIC SURVEY
 LO0355.in June 1991.
 LO0355
 LO0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0355.GEOID18 height accuracy estimate available here.
 LO0355
 LO0355.Click photographs - Photos may exist for this station.
 LO0355
 LO0355.The dynamic height is computed by dividing the NAVD 88
 LO0355.geopotential number by the normal gravity value computed on the
 LO0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0355.degrees latitude (g = 980.6199 gals.).
 LO0355
 LO0355.The modeled gravity was interpolated from observed gravity values.
 LO0355
 LO0355;                    North         East    Units  Estimated Accuracy
 LO0355;SPC UT C     - 2,252,250.      510,720.      MT  (+/- 180 meters Scaled)
 LO0355
 LO0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK684950(NAD 83)
 LO0355
 LO0355                          SUPERSEDED SURVEY CONTROL
 LO0355
 LO0355  NGVD 29 (??/??/92) 1862.163  (m)         6109.45   (f) ADJ UNCH    2 0
 LO0355
 LO0355.Superseded values are not recommended for survey control.
 LO0355
 LO0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0355.See file dsdata.pdf to determine how the superseded data were derived.
 LO0355
 LO0355_MARKER: DB = BENCH MARK DISK
 LO0355_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0355_SP_SET: HEADWALL
 LO0355_STAMPING: L 107 1962
 LO0355_MARK LOGO: CGS
 LO0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0355+STABILITY: SURFACE MOTION
 LO0355
 LO0355  HISTORY     - Date     Condition        Report By
 LO0355  HISTORY     - 1962     MONUMENTED       CGS
 LO0355  HISTORY     - 20141026 MARK NOT FOUND   GEOCAC
 LO0355
 LO0355                          STATION DESCRIPTION
 LO0355
 LO0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0355'5.3 MI W FROM FRANCIS.
 LO0355'5.3 MILES WEST ALONG U.S. HIGHWAY 189 ALTERNATE FROM THE JUNCTION OF
 LO0355'STATE HIGHWAY 35 AT FRANCIS, AT THE CROSSING OF A POWER LINE, IN THE
 LO0355'TOP AND 0.6 FOOT WEST OF THE EAST END OF THE NORTH CONCRETE HEAD WALL
 LO0355'OF A 3- BY 5-FOOT FLOODGATE IN AN IRRIGATION CANAL, 44 FEET SOUTH OF
 LO0355'THE CENTER LINE OF THE HIGHWAY, ABOUT 6 FEET HIGHER THAN THE HIGHWAY,
 LO0355'AND 0.5 FOOT ABOVE THE GROUND.
 LO0355
 LO0355                          STATION RECOVERY (2014)
 LO0355
 LO0355'RECOVERY NOTE BY GEOCACHING 2014 (BRB)
 LO0355'MARK NOT FOUND.
 LO0355'THE MARK IS NOW SUBMERGED BENEATH THE WATERS OF JORDANELLE RESERVOIR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0005 ***********************************************************************
 JN0005  DESIGNATION -  L 11
 JN0005  PID         -  JN0005
 JN0005  STATE/COUNTY-  UT/EMERY
 JN0005  COUNTRY     -  US
 JN0005  USGS QUAD   -  GREASEWOOD DRAW (2017)
 JN0005
 JN0005                         *CURRENT SURVEY CONTROL
 JN0005  ______________________________________________________________________
 JN0005* NAD 83(1986) POSITION- 38 52 03.70   (N) 110 23 22.65   (W)   HD_HELD1
 JN0005* NAVD 88 ORTHO HEIGHT -  1295.427 (meters)     4250.08  (feet) ADJUSTED
 JN0005  ______________________________________________________________________
 JN0005  GEOID HEIGHT    -        -19.683 (meters)                     GEOID18
 JN0005  DYNAMIC HEIGHT  -       1294.193 (meters)     4246.03  (feet) COMP
 JN0005  MODELED GRAVITY -    979,631.1   (mgal)                       NAVD 88
 JN0005
 JN0005  VERT ORDER      -  FIRST     CLASS II
 JN0005
 JN0005.The horizontal coordinates were determined by differentially corrected
 JN0005.hand held GPS observations or other comparable positioning techniques
 JN0005.and have an estimated accuracy of +/- 3 meters.
 JN0005
 JN0005.The orthometric height was determined by differential leveling and
 JN0005.adjusted by the NATIONAL GEODETIC SURVEY
 JN0005.in June 1991.
 JN0005
 JN0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0005.GEOID18 height accuracy estimate available here.
 JN0005
 JN0005.Click photographs - Photos may exist for this station.
 JN0005
 JN0005.The dynamic height is computed by dividing the NAVD 88
 JN0005.geopotential number by the normal gravity value computed on the
 JN0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0005.degrees latitude (g = 980.6199 gals.).
 JN0005
 JN0005.The modeled gravity was interpolated from observed gravity values.
 JN0005
 JN0005;                    North         East    Units  Estimated Accuracy
 JN0005;SPC UT C     - 2,059,924.3     596,368.1     MT  (+/- 3 meters HH1 GPS) 
 JN0005
 JN0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ5295102271(NAD 83)
 JN0005
 JN0005                          SUPERSEDED SURVEY CONTROL
 JN0005
 JN0005  NGVD 29 (??/??/92) 1294.479  (m)         4246.97   (f) ADJ UNCH    1 2
 JN0005
 JN0005.Superseded values are not recommended for survey control.
 JN0005
 JN0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0005.See file dsdata.pdf to determine how the superseded data were derived.
 JN0005
 JN0005_MARKER: DB = BENCH MARK DISK
 JN0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0005_STAMPING: ELEV 4246.970 FT L 11 1921
 JN0005_MARK LOGO: CGS
 JN0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0005+STABILITY: SURFACE MOTION
 JN0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0005+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2020
 JN0005
 JN0005  HISTORY     - Date     Condition        Report By
 JN0005  HISTORY     - 1921     MONUMENTED       CGS
 JN0005  HISTORY     - 1934     GOOD             CGS
 JN0005  HISTORY     - 20200214 GOOD             INDIV
 JN0005
 JN0005                          STATION DESCRIPTION
 JN0005
 JN0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0005'15.25 MI SW FROM GREEN RIVER.
 JN0005'15-1/4 MILES SOUTHWEST OF GREEN RIVER, EMERY COUNTY, 1 MILE SOUTHWEST
 JN0005'OF THE SAN RAFAEL RIVER BRIDGE, 1/2 MILE WEST OF A RANCH HOUSE AND THE
 JN0005'HANKSVILLE ROAD, 1/4 MILE SOUTHEAST OF TWO BUTTES, AT THE POINT WHERE
 JN0005'THE OLD ROAD TURNS WESTERLY AROUND THE FOOT OF A BLUFF, AND 20 FEET
 JN0005'NORTHWEST OF THE OLD ROAD.  A STANDARD DISK, STAMPED ELEV 4246.970 FT
 JN0005'L 11 1921 AND SET IN THE TOP OF A CONCRETE POST.
 JN0005
 JN0005                          STATION RECOVERY (2020)
 JN0005
 JN0005'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 JN0005'ROAD TO THE SOUTH OF MARKER NO LONGER EXISTS.  TO ACCESS FROM THE
 JN0005'JUNCTION OF I-70 AND UTAH STATE ROUTE 24, GO SOUTH 5.9 MI (9.5 KM) TO
 JN0005'THE SOUTHERN ACCESS ROAD FOR HATT'S RANCH.  PROCEED NORTH FOR 1.8 MI
 JN0005'(2.9 KM) UNTIL THE ROAD MAKES A SHARP BEND TO THE EAST.  TURN WEST
 JN0005'ONTO THE DIRT ROAD AND CONTINUE FOR 0.5 MILE.  THE CONCRETE POST IS
 JN0005'APPROXIMATELY 350 YDS (320.0 M) SOUTH FROM THIS POINT AS DESCRIBED IN
 JN0005'THE FIRST RECOVERY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0029 ***********************************************************************
 JN0029  DESIGNATION -  L 111
 JN0029  PID         -  JN0029
 JN0029  STATE/COUNTY-  UT/WAYNE
 JN0029  COUNTRY     -  US
 JN0029  USGS QUAD   -  HANKSVILLE (2017)
 JN0029
 JN0029                         *CURRENT SURVEY CONTROL
 JN0029  ______________________________________________________________________
 JN0029* NAD 83(1986) POSITION- 38 22 19.     (N) 110 42 53.     (W)   SCALED
 JN0029* NAVD 88 ORTHO HEIGHT -  1313.597 (meters)     4309.69  (feet) ADJUSTED
 JN0029  ______________________________________________________________________
 JN0029  GEOID HEIGHT    -        -20.296 (meters)                     GEOID18
 JN0029  DYNAMIC HEIGHT  -       1312.262 (meters)     4305.31  (feet) COMP
 JN0029  MODELED GRAVITY -    979,568.0   (mgal)                       NAVD 88
 JN0029
 JN0029  VERT ORDER      -  FIRST     CLASS II
 JN0029
 JN0029.The horizontal coordinates were scaled from a map and have
 JN0029.an estimated accuracy of +/- 6 seconds.
 JN0029
 JN0029.The orthometric height was determined by differential leveling and
 JN0029.adjusted by the NATIONAL GEODETIC SURVEY
 JN0029.in June 1991.
 JN0029
 JN0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0029.GEOID18 height accuracy estimate available here.
 JN0029
 JN0029.Click photographs - Photos may exist for this station.
 JN0029
 JN0029.The dynamic height is computed by dividing the NAVD 88
 JN0029.geopotential number by the normal gravity value computed on the
 JN0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0029.degrees latitude (g = 980.6199 gals.).
 JN0029
 JN0029.The modeled gravity was interpolated from observed gravity values.
 JN0029
 JN0029;                    North         East    Units  Estimated Accuracy
 JN0029;SPC UT S     - 3,189,550.      568,620.      MT  (+/- 180 meters Scaled)
 JN0029
 JN0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH249471(NAD 83)
 JN0029
 JN0029                          SUPERSEDED SURVEY CONTROL
 JN0029
 JN0029  NGVD 29 (??/??/92) 1312.567  (m)         4306.31   (f) ADJ UNCH    1 2
 JN0029
 JN0029.Superseded values are not recommended for survey control.
 JN0029
 JN0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0029.See file dsdata.pdf to determine how the superseded data were derived.
 JN0029
 JN0029_MARKER: DB = BENCH MARK DISK
 JN0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JN0029_SP_SET: WALL
 JN0029_STAMPING: L 111 1958
 JN0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JN0029+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2012
 JN0029
 JN0029  HISTORY     - Date     Condition        Report By
 JN0029  HISTORY     - 1958     MONUMENTED       CGS
 JN0029  HISTORY     - 20030127 GOOD             NGS
 JN0029  HISTORY     - 20120813 GOOD             NGS
 JN0029
 JN0029                          STATION DESCRIPTION
 JN0029
 JN0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0029'IN HANKSVILLE.
 JN0029'AT HANKSVILLE, IN R11E T28S S16, AT THE GRADE SCHOOL, NEAR THE EAST
 JN0029'MAIN ENTRANCE, SET VERTICALLY IN THE EAST BRICK WALL, ABOUT 90 YARDS
 JN0029'SOUTH OF THE CENTER LINE OF MAIN STREET (STATE HIGHWAY 24), 1.2 FEET
 JN0029'NORTH OF THE SOUTHEAST CORNER OF AN OFF-SET IN THE WALL, AND 2.4 FEET
 JN0029'ABOVE THE GROUND.
 JN0029
 JN0029                          STATION RECOVERY (2003)
 JN0029
 JN0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 JN0029'HANKSVILLE ELEMENTARY SCHOOL IS ON WEST SIDE OF CENTER STREET, 0.5
 JN0029'BLOCKS SOUTH OF MAIN STREET AND 1.5 BLOCKS SOUTH OF UT 24 AT POINT
 JN0029'0.55 MI WEST OF JUNCTION WITH UT 95.  NEW LDS CHURCH IS EAST ACROSS
 JN0029'CENTER ST. AND OLD STONE CHURCH IS JUST NORTH OF SCHOOL.  UNMARKED
 JN0029'GRAVITY BASE STATION 'HANKSVILLE,' DOD 4631-1, IGB 12080 , IS ON
 JN0029'CONCRETE SIDEWALK 2.4 FEET BELOW AND 1.2 FEET SOUTH OF MARK.
 JN0029
 JN0029                          STATION RECOVERY (2012)
 JN0029
 JN0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2012 (DW)
 JN0029'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0111 ***********************************************************************
 JN0111  DESIGNATION -  L 112
 JN0111  PID         -  JN0111
 JN0111  STATE/COUNTY-  UT/WAYNE
 JN0111  COUNTRY     -  US
 JN0111  USGS QUAD   -  THE NOTCH (2017)
 JN0111
 JN0111                         *CURRENT SURVEY CONTROL
 JN0111  ______________________________________________________________________
 JN0111* NAD 83(1994) POSITION- 38 24 45.08842(N) 110 41 54.85279(W)   ADJUSTED
 JN0111* NAVD 88 ORTHO HEIGHT -  1350.301 (meters)     4430.11  (feet) ADJUSTED
 JN0111  ______________________________________________________________________
 JN0111  GEOID HEIGHT    -        -20.197 (meters)                     GEOID18
 JN0111  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 JN0111  DYNAMIC HEIGHT  -       1348.937 (meters)     4425.64  (feet) COMP
 JN0111  MODELED GRAVITY -    979,571.5   (mgal)                       NAVD 88
 JN0111
 JN0111  HORZ ORDER      -  SECOND
 JN0111  VERT ORDER      -  FIRST     CLASS II
 JN0111
 JN0111.The horizontal coordinates were established by classical geodetic methods
 JN0111.and adjusted by the National Geodetic Survey in November 1997.
 JN0111
 JN0111.The orthometric height was determined by differential leveling and
 JN0111.adjusted by the NATIONAL GEODETIC SURVEY
 JN0111.in June 1991.
 JN0111
 JN0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0111.GEOID18 height accuracy estimate available here.
 JN0111
 JN0111.Click photographs - Photos may exist for this station.
 JN0111
 JN0111.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0111
 JN0111.The dynamic height is computed by dividing the NAVD 88
 JN0111.geopotential number by the normal gravity value computed on the
 JN0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0111.degrees latitude (g = 980.6199 gals.).
 JN0111
 JN0111.The modeled gravity was interpolated from observed gravity values.
 JN0111
 JN0111. The following values were computed from the NAD 83(1994) position.
 JN0111
 JN0111;                    North         East     Units Scale Factor Converg.
 JN0111;SPC UT S     - 3,194,068.626   569,995.346   MT  1.00001137   +0 29 27.7
 JN0111;SPC UT S     -10,479,206.82  1,870,059.73   sFT  1.00001137   +0 29 27.7
 JN0111;UTM  12      - 4,251,630.098   526,315.822   MT  0.99960853   +0 11 14.2
 JN0111
 JN0111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0111!SPC UT S     -   0.99979134  x   1.00001137  =   0.99980271
 JN0111!UTM  12      -   0.99979134  x   0.99960853  =   0.99939995
 JN0111
 JN0111:                Primary Azimuth Mark                     Grid Az
 JN0111:SPC UT S     -  L 112 AZ MK                              040 40 13.4
 JN0111:UTM  12      -  L 112 AZ MK                              040 58 26.9
 JN0111
 JN0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH2631551630(NAD 83)
 JN0111
 JN0111|---------------------------------------------------------------------|
 JN0111| PID    Reference Object                     Distance      Geod. Az  |
 JN0111|                                                           dddmmss.s |
 JN0111| CM6907 L 112 AZ MK                                        0410941.1 |
 JN0111| CM6908 L 112 RM 1                           18.701 METERS 14632     |
 JN0111| CM6909 L 112 RM 2                           22.397 METERS 25902     |
 JN0111|---------------------------------------------------------------------|
 JN0111
 JN0111                          SUPERSEDED SURVEY CONTROL
 JN0111
 JN0111  NAD 83(1986)-  38 24 45.08058(N)    110 41 54.84895(W) AD(       ) 2
 JN0111  NAD 27      -  38 24 45.14579(N)    110 41 52.30712(W) AD(       ) 2
 JN0111  NGVD 29 (??/??/92) 1349.273  (m)         4426.74   (f) ADJ UNCH    1 2
 JN0111  NGVD 29            1349.27   (m)         4426.7    (f) LEVELING    3  
 JN0111
 JN0111.Superseded values are not recommended for survey control.
 JN0111
 JN0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0111.See file dsdata.pdf to determine how the superseded data were derived.
 JN0111
 JN0111_MARKER: DB = BENCH MARK DISK
 JN0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0111_STAMPING: L 112 1958
 JN0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0111+STABILITY: SURFACE MOTION
 JN0111
 JN0111  HISTORY     - Date     Condition        Report By
 JN0111  HISTORY     - 1958     MONUMENTED       CGS
 JN0111  HISTORY     - 1963     GOOD             CGS
 JN0111  HISTORY     - 1963     GOOD             CGS
 JN0111  HISTORY     - 1963     GOOD             CGS
 JN0111
 JN0111                          STATION DESCRIPTION
 JN0111
 JN0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0111'IN HANKSVILLE LANDING FIELD.
 JN0111'AT HANKSVILLE LANDING FIELD, IN R11E T27S S34, ABOUT 200 YARDS SOUTH
 JN0111'OF THE COMMUNICATIONS BUILDING, DIRECTLY UNDER THE CENTER OF THE
 JN0111'BEACON TOWER, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 JN0111'FOOT ABOVE THE GROUND.
 JN0111
 JN0111                          STATION RECOVERY (1963)
 JN0111
 JN0111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JN0111'THE STATION IS UNDERNEATH THE APPROXIMATE CENTER OF THE BEACON
 JN0111'LIGHT AT THE FAA AIRPORT, ABOUT 4 MILES NORTH OF HANKSVILLE
 JN0111'AND 0.2 MILE WEST OF STATE HIGHWAY 24.
 JN0111'
 JN0111'THE STATION MARK IS A STANDARD BENCH MARK DISK STAMPED L 112 1958,
 JN0111'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES AND IS IN
 JN0111'THE CENTER OF THE TOWER ON WHICH THE BEACON IS LOCATED.
 JN0111'
 JN0111'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BM L 112 NO 1 1963,
 JN0111'BRAZED TO THE TOP OF A 2-1/2 INCH GALVANIZED PIPE THAT PROJECTS
 JN0111'8 INCHES.  IT IS 47 FEET NORTHEAST OF A FENCE CORNER AND 13
 JN0111'FEET NORTHWEST OF THE CENTER OF A TRACK ROAD.
 JN0111'
 JN0111'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BM L 112 NO 2 1963,
 JN0111'BRAZED TO THE TOP OF A 2-1/2 INCH GALVANIZED PIPE THAT PROJECTS
 JN0111'6 INCHES.  IT IS 2 FEET SOUTH OF A POWER POLE.
 JN0111'
 JN0111'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BM L 112 1963,
 JN0111'BRAZED TO THE TOP OF A 2-1/2 INCH GALVANIZED PIPE THAT PROJECTS
 JN0111'4 INCHES.  IT IS SET IN A NORTHWEST-SOUTHEAST FENCE LINE,
 JN0111'2 FEET NORTHWEST OF A METAL GATEPOST AND 2 FEET SOUTHEAST OF
 JN0111'A METAL WITNESS POST WITH SIGN ATTACHED.
 JN0111'
 JN0111'TO REACH THE AZIMUTH FROM THE JUNCTION OF STATE HIGHWAY 24
 JN0111'AND THE ENTRANCE TO THE AIRPORT, GO NORTH ON HIGHWAY 24 FOR
 JN0111'0.25 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON A
 JN0111'GRAVELED ROAD FOR 0.05 MILE TO THE MARK ON THE RIGHT.
 JN0111
 JN0111                          STATION RECOVERY (1963)
 JN0111
 JN0111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JN0111'THE STATION IS LOCATED ABOUT 4.0 MILES NORTH OF HANKSVILLE,
 JN0111'ON UTAH HIGHWAY 24 AND ON THE SOUTH EDGE OF THE FEDERAL
 JN0111'AVIATION AGENCY EMERGENCY AIRFIELD (SITE NO. 54).  IT IS A 4-LEGGED
 JN0111'STEEL STRUCTURE PAINTED ALTERNATELY RED AND WHITE, APPROXIMATELY
 JN0111'60 FEET HIGH.  THERE IS A WHITE AND GREEN FLASHING LIGHT AT
 JN0111'THE APEX OF THE TOWER.
 JN0111'
 JN0111'TRIANGULATION STATION BM L 112 IS CENTERED UNDER THE TOWER
 JN0111'AND IS CONSIDERED AS BEING CONCENTRIC WITH THE FLASHING LIGHT.
 JN0111'SEE TRIANGULATION STATION DESCRIPTION FOR BM L 112.
 JN0111
 JN0111                          STATION RECOVERY (1963)
 JN0111
 JN0111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JN0111'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0066 ***********************************************************************
 JN0066  DESIGNATION -  L 113
 JN0066  PID         -  JN0066
 JN0066  STATE/COUNTY-  UT/GARFIELD
 JN0066  COUNTRY     -  US
 JN0066  USGS QUAD   -  RAGGY CANYON (2017)
 JN0066
 JN0066                         *CURRENT SURVEY CONTROL
 JN0066  ______________________________________________________________________
 JN0066* NAD 83(1986) POSITION- 38 02 57.63   (N) 110 37 51.32   (W)   HD_HELD1
 JN0066* NAVD 88 ORTHO HEIGHT -  1536.188 (meters)     5039.98  (feet) ADJUSTED
 JN0066  ______________________________________________________________________
 JN0066  GEOID HEIGHT    -        -20.277 (meters)                     GEOID18
 JN0066  DYNAMIC HEIGHT  -       1534.537 (meters)     5034.56  (feet) COMP
 JN0066  MODELED GRAVITY -    979,501.2   (mgal)                       NAVD 88
 JN0066
 JN0066  VERT ORDER      -  FIRST     CLASS II
 JN0066
 JN0066.The horizontal coordinates were determined by differentially corrected
 JN0066.hand held GPS observations or other comparable positioning techniques
 JN0066.and have an estimated accuracy of +/- 3 meters.
 JN0066
 JN0066.The orthometric height was determined by differential leveling and
 JN0066.adjusted by the NATIONAL GEODETIC SURVEY
 JN0066.in June 1991.
 JN0066
 JN0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0066.GEOID18 height accuracy estimate available here.
 JN0066
 JN0066.Click photographs - Photos may exist for this station.
 JN0066
 JN0066.The dynamic height is computed by dividing the NAVD 88
 JN0066.geopotential number by the normal gravity value computed on the
 JN0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0066.degrees latitude (g = 980.6199 gals.).
 JN0066
 JN0066.The modeled gravity was interpolated from observed gravity values.
 JN0066
 JN0066;                    North         East    Units  Estimated Accuracy
 JN0066;SPC UT S     - 3,153,810.2     576,278.1     MT  (+/- 3 meters HH1 GPS) 
 JN0066
 JN0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH3238211353(NAD 83)
 JN0066
 JN0066                          SUPERSEDED SURVEY CONTROL
 JN0066
 JN0066  NGVD 29 (??/??/92) 1535.136  (m)         5036.53   (f) ADJ UNCH    1 2
 JN0066
 JN0066.Superseded values are not recommended for survey control.
 JN0066
 JN0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0066.See file dsdata.pdf to determine how the superseded data were derived.
 JN0066
 JN0066_MARKER: DB = BENCH MARK DISK
 JN0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0066_STAMPING: L 113 1958
 JN0066_MARK LOGO: CGS
 JN0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0066+STABILITY: SURFACE MOTION
 JN0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0066+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2020
 JN0066
 JN0066  HISTORY     - Date     Condition        Report By
 JN0066  HISTORY     - 1958     MONUMENTED       CGS
 JN0066  HISTORY     - 20200228 GOOD             INDIV
 JN0066
 JN0066                          STATION DESCRIPTION
 JN0066
 JN0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0066'25.75 MI SE FROM HANKSVILLE.
 JN0066'ABOUT 25.75 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE
 JN0066'SCHOOL AT HANKSVILLE, IN R12E T32S S6, AT A SUMMIT, 55 FEET NORTHEAST
 JN0066'OF THE CENTER LINE OF THE HIGHWAY, 83 FEET EAST OF THE CENTER OF THE
 JN0066'INTERSECTION OF A NORTH-EAST-SOUTHWEST DIRT ROAD, 38 FEET SOUTHEAST OF
 JN0066'THE CENTER LINE OF THE ROAD, 2.9 FEET NORTHEAST OF A WITNESS POST, 1
 JN0066'1/2 FEET HIGHER THAN THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 JN0066'PROJECTING 6 INCHES.
 JN0066
 JN0066                          STATION RECOVERY (2020)
 JN0066
 JN0066'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 JN0066'HEAD SOUTHEAST ON UT95 FROM THE JUNCTION WITH UT24 FOR 20.4 MI.  TURN
 JN0066'RIGHT ONTO BLM 15210 AND CONTINUE 3.9 MI (6.3 KM), BENCH MARK WILL BE
 JN0066'EAST OF THE ROAD ABOUT 35 FT (10.7 M).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0023 ***********************************************************************
 HN0023  DESIGNATION -  L 114
 HN0023  PID         -  HN0023
 HN0023  STATE/COUNTY-  UT/SAN JUAN
 HN0023  COUNTRY     -  US
 HN0023  USGS QUAD   -  HITE SOUTH (2017)
 HN0023
 HN0023                         *CURRENT SURVEY CONTROL
 HN0023  ______________________________________________________________________
 HN0023* NAD 83(1986) POSITION- 37 49 05.     (N) 110 24 49.     (W)   SCALED
 HN0023* NAVD 88 ORTHO HEIGHT -  1094.081 (meters)     3589.50  (feet) ADJUSTED
 HN0023  ______________________________________________________________________
 HN0023  GEOID HEIGHT    -        -21.222 (meters)                     GEOID18
 HN0023  DYNAMIC HEIGHT  -       1092.957 (meters)     3585.81  (feet) COMP
 HN0023  MODELED GRAVITY -    979,566.0   (mgal)                       NAVD 88
 HN0023
 HN0023  VERT ORDER      -  FIRST     CLASS II
 HN0023
 HN0023.The horizontal coordinates were scaled from a map and have
 HN0023.an estimated accuracy of +/- 6 seconds.
 HN0023
 HN0023.The orthometric height was determined by differential leveling and
 HN0023.adjusted by the NATIONAL GEODETIC SURVEY
 HN0023.in June 1991.
 HN0023
 HN0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0023.GEOID18 height accuracy estimate available here.
 HN0023
 HN0023.Click photographs - Photos may exist for this station.
 HN0023
 HN0023.The dynamic height is computed by dividing the NAVD 88
 HN0023.geopotential number by the normal gravity value computed on the
 HN0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0023.degrees latitude (g = 980.6199 gals.).
 HN0023
 HN0023.The modeled gravity was interpolated from observed gravity values.
 HN0023
 HN0023;                    North         East    Units  Estimated Accuracy
 HN0023;SPC UT S     - 3,128,340.      595,650.      MT  (+/- 180 meters Scaled)
 HN0023
 HN0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG516857(NAD 83)
 HN0023
 HN0023                          SUPERSEDED SURVEY CONTROL
 HN0023
 HN0023  NGVD 29 (??/??/92) 1093.125  (m)         3586.36   (f) ADJ UNCH    1 2
 HN0023
 HN0023.Superseded values are not recommended for survey control.
 HN0023
 HN0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0023.See file dsdata.pdf to determine how the superseded data were derived.
 HN0023
 HN0023_MARKER: DB = BENCH MARK DISK
 HN0023_SETTING: 66 = SET IN ROCK OUTCROP
 HN0023_STAMPING: L 114 1958
 HN0023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0023+STABILITY: POSITION/ELEVATION WELL
 HN0023
 HN0023  HISTORY     - Date     Condition        Report By
 HN0023  HISTORY     - 1958     MONUMENTED       CGS
 HN0023
 HN0023                          STATION DESCRIPTION
 HN0023
 HN0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0023'25.45 MI NW FROM FRY CANYON.
 HN0023'ABOUT 25.45 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST
 HN0023'OFFICE AT FRY CANYON, 2.3 MILES NORTHEAST OF THE FERRY LANDING AT
 HN0023'HITE, 0.5 MILE NORTHEAST OF WHITE CANYON POST OFFICE, AT THE JUNCTION
 HN0023'OF TWO WASHES, IN THE TOP OF A MASSIVE SANDSTONE OUTCROP, 47 FEET
 HN0023'NORTH-NORTHWEST OF THE CENTER OF THE CROSSING OF THE
 HN0023'NORTHEAST-SOUTHWEST WASH, 42 FEET NORTH OF THE CENTER LINE OF THE
 HN0023'HIGHWAY, 46 FEET NORTHWEST OF THE CENTER OF THE WASH, 2 FEET EAST OF A
 HN0023'CAIRN AND ABOUT 12 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0050 ***********************************************************************
 HN0050  DESIGNATION -  L 115
 HN0050  PID         -  HN0050
 HN0050  STATE/COUNTY-  UT/SAN JUAN
 HN0050  COUNTRY     -  US
 HN0050  USGS QUAD   -  JACOBS CHAIR (2017)
 HN0050
 HN0050                         *CURRENT SURVEY CONTROL
 HN0050  ______________________________________________________________________
 HN0050* NAD 83(1986) POSITION- 37 40 25.9    (N) 110 12 21.7    (W)   HD_HELD2
 HN0050* NAVD 88 ORTHO HEIGHT -  1546.418 (meters)     5073.54  (feet) ADJUSTED
 HN0050  ______________________________________________________________________
 HN0050  GEOID HEIGHT    -        -20.526 (meters)                     GEOID18
 HN0050  DYNAMIC HEIGHT  -       1544.707 (meters)     5067.93  (feet) COMP
 HN0050  MODELED GRAVITY -    979,469.5   (mgal)                       NAVD 88
 HN0050
 HN0050  VERT ORDER      -  FIRST     CLASS II
 HN0050
 HN0050.The horizontal coordinates were established by autonomous hand held GPS
 HN0050.observations and have an estimated accuracy of +/- 10 meters.
 HN0050
 HN0050.The orthometric height was determined by differential leveling and
 HN0050.adjusted by the NATIONAL GEODETIC SURVEY
 HN0050.in June 1991.
 HN0050
 HN0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0050.GEOID18 height accuracy estimate available here.
 HN0050
 HN0050.Click photographs - Photos may exist for this station.
 HN0050
 HN0050.The dynamic height is computed by dividing the NAVD 88
 HN0050.geopotential number by the normal gravity value computed on the
 HN0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0050.degrees latitude (g = 980.6199 gals.).
 HN0050
 HN0050.The modeled gravity was interpolated from observed gravity values.
 HN0050
 HN0050;                    North         East    Units  Estimated Accuracy
 HN0050;SPC UT S     - 3,112,571.      614,145.      MT  (+/- 10 meters HH2 GPS)
 HN0050
 HN0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG7001669926(NAD 83)
 HN0050
 HN0050                          SUPERSEDED SURVEY CONTROL
 HN0050
 HN0050  NGVD 29 (??/??/92) 1545.407  (m)         5070.22   (f) ADJ UNCH    1 2
 HN0050
 HN0050.Superseded values are not recommended for survey control.
 HN0050
 HN0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0050.See file dsdata.pdf to determine how the superseded data were derived.
 HN0050
 HN0050_MARKER: DB = BENCH MARK DISK
 HN0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0050_STAMPING: L 115 1958
 HN0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0050+STABILITY: SURFACE MOTION
 HN0050
 HN0050  HISTORY     - Date     Condition        Report By
 HN0050  HISTORY     - 1958     MONUMENTED       CGS
 HN0050
 HN0050                          STATION DESCRIPTION
 HN0050
 HN0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0050'3.95 MI NW FROM FRY CANYON.
 HN0050'ABOUT 3.95 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0050'AT FRY CANYON, 0.1 MILE NORTHWEST OF A SUMMIT, 37 FEET NORTHEAST OF
 HN0050'THE CENTER LINE OF THE HIGHWAY, 2.3 FEET NORTHWEST OF A WITNESS POST,
 HN0050'ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY AND IN THE TOP OF A CONCRETE
 HN0050'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0276 ***********************************************************************
 HM0276  DESIGNATION -  L 116
 HM0276  PID         -  HM0276
 HM0276  STATE/COUNTY-  UT/SAN JUAN
 HM0276  COUNTRY     -  US
 HM0276  USGS QUAD   -  KANE GULCH (2017)
 HM0276
 HM0276                         *CURRENT SURVEY CONTROL
 HM0276  ______________________________________________________________________
 HM0276* NAD 83(1986) POSITION- 37 35 10.     (N) 109 53 40.     (W)   SCALED
 HM0276* NAVD 88 ORTHO HEIGHT -  2078.192 (meters)     6818.20  (feet) ADJUSTED
 HM0276  ______________________________________________________________________
 HM0276  GEOID HEIGHT    -        -19.498 (meters)                     GEOID18
 HM0276  DYNAMIC HEIGHT  -       2075.691 (meters)     6810.00  (feet) COMP
 HM0276  MODELED GRAVITY -    979,351.7   (mgal)                       NAVD 88
 HM0276
 HM0276  VERT ORDER      -  FIRST     CLASS II
 HM0276
 HM0276.The horizontal coordinates were scaled from a map and have
 HM0276.an estimated accuracy of +/- 6 seconds.
 HM0276
 HM0276.The orthometric height was determined by differential leveling and
 HM0276.adjusted by the NATIONAL GEODETIC SURVEY
 HM0276.in June 1991.
 HM0276
 HM0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0276.GEOID18 height accuracy estimate available here.
 HM0276
 HM0276.Click photographs - Photos may exist for this station.
 HM0276
 HM0276.The dynamic height is computed by dividing the NAVD 88
 HM0276.geopotential number by the normal gravity value computed on the
 HM0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0276.degrees latitude (g = 980.6199 gals.).
 HM0276
 HM0276.The modeled gravity was interpolated from observed gravity values.
 HM0276
 HM0276;                    North         East    Units  Estimated Accuracy
 HM0276;SPC UT S     - 3,103,260.      641,800.      MT  (+/- 180 meters Scaled)
 HM0276
 HM0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG976604(NAD 83)
 HM0276
 HM0276                          SUPERSEDED SURVEY CONTROL
 HM0276
 HM0276  NGVD 29 (??/??/92) 2077.059  (m)         6814.48   (f) ADJ UNCH    1 2
 HM0276
 HM0276.Superseded values are not recommended for survey control.
 HM0276
 HM0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0276.See file dsdata.pdf to determine how the superseded data were derived.
 HM0276
 HM0276_MARKER: DB = BENCH MARK DISK
 HM0276_SETTING: 66 = SET IN ROCK OUTCROP
 HM0276_STAMPING: L 116 1958
 HM0276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0276+STABILITY: POSITION/ELEVATION WELL
 HM0276
 HM0276  HISTORY     - Date     Condition        Report By
 HM0276  HISTORY     - 1958     MONUMENTED       CGS
 HM0276  HISTORY     - 1980     MARK NOT FOUND   USGS
 HM0276  HISTORY     - 1980     MARK NOT FOUND   USGS
 HM0276
 HM0276                          STATION DESCRIPTION
 HM0276
 HM0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HM0276'21.55 MI SE FROM FRY CANYON.
 HM0276'ABOUT 21.55 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST
 HM0276'OFFICE AT FRY CANYON, 65 FEET EAST OF THE CENTER OF THE CROSSING OF A
 HM0276'DEEP WASH, 53 FEET EAST OF THE NORTHEAST END OF A 36-INCH PIPE
 HM0276'CULVERT, 39 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN
 HM0276'THE TOP OF A 4 X 10-FOOT HARD SANDSTONE OUTCROP, 3 FEET WEST OF A
 HM0276'CAIRN AND ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY.
 HM0276
 HM0276                          STATION RECOVERY (1980)
 HM0276
 HM0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0276'MARK NOT FOUND.
 HM0276
 HM0276                          STATION RECOVERY (1980)
 HM0276
 HM0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0276'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0300 ***********************************************************************
 HM0300  DESIGNATION -  L 117
 HM0300  PID         -  HM0300
 HM0300  STATE/COUNTY-  UT/SAN JUAN
 HM0300  COUNTRY     -  US
 HM0300  USGS QUAD   -  HOTEL ROCK (2017)
 HM0300
 HM0300                         *CURRENT SURVEY CONTROL
 HM0300  ______________________________________________________________________
 HM0300* NAD 83(1986) POSITION- 37 34 08.4    (N) 109 39 29.9    (W)   HD_HELD2
 HM0300* NAVD 88 ORTHO HEIGHT -  1700.810 (meters)     5580.07  (feet) ADJUSTED
 HM0300  ______________________________________________________________________
 HM0300  GEOID HEIGHT    -        -19.811 (meters)                     GEOID18
 HM0300  DYNAMIC HEIGHT  -       1698.873 (meters)     5573.72  (feet) COMP
 HM0300  MODELED GRAVITY -    979,431.5   (mgal)                       NAVD 88
 HM0300
 HM0300  VERT ORDER      -  FIRST     CLASS II
 HM0300
 HM0300.The horizontal coordinates were established by autonomous hand held GPS
 HM0300.observations and have an estimated accuracy of +/- 10 meters.
 HM0300
 HM0300.The orthometric height was determined by differential leveling and
 HM0300.adjusted by the NATIONAL GEODETIC SURVEY
 HM0300.in June 1991.
 HM0300
 HM0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0300.GEOID18 height accuracy estimate available here.
 HM0300
 HM0300.Click photographs - Photos may exist for this station.
 HM0300
 HM0300.The dynamic height is computed by dividing the NAVD 88
 HM0300.geopotential number by the normal gravity value computed on the
 HM0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0300.degrees latitude (g = 980.6199 gals.).
 HM0300
 HM0300.The modeled gravity was interpolated from observed gravity values.
 HM0300
 HM0300;                    North         East    Units  Estimated Accuracy
 HM0300;SPC UT S     - 3,101,746.      662,685.      MT  (+/- 10 meters HH2 GPS)
 HM0300
 HM0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG1848658842(NAD 83)
 HM0300
 HM0300                          SUPERSEDED SURVEY CONTROL
 HM0300
 HM0300  NGVD 29 (??/??/92) 1699.788  (m)         5576.72   (f) ADJ UNCH    1 2
 HM0300
 HM0300.Superseded values are not recommended for survey control.
 HM0300
 HM0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0300.See file dsdata.pdf to determine how the superseded data were derived.
 HM0300
 HM0300_MARKER: DB = BENCH MARK DISK
 HM0300_SETTING: 66 = SET IN ROCK OUTCROP
 HM0300_STAMPING: L 117 1958
 HM0300_MARK LOGO: CGS
 HM0300_PROJECTION: FLUSH
 HM0300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0300+STABILITY: POSITION/ELEVATION WELL
 HM0300
 HM0300  HISTORY     - Date     Condition        Report By
 HM0300  HISTORY     - 1958     MONUMENTED       CGS
 HM0300  HISTORY     - 1959     GOOD             CGS
 HM0300  HISTORY     - 1979     GOOD             USGS
 HM0300  HISTORY     - 1979     GOOD             USGS
 HM0300  HISTORY     - 20251112 GOOD             CPS
 HM0300
 HM0300                          STATION DESCRIPTION
 HM0300
 HM0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0300'16.55 MI SW FROM BLANDING.
 HM0300'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0300'BLANDING, THENCE 12.65 MILES WEST ALONG STATE HIGHWAY 95, 0.65 MILE
 HM0300'NORTH OF A CATTLE GUARD, 0.3 MILE SOUTHEAST OF A SWITCHBACK, AT THE
 HM0300'SOUTHEAST END OF A ROCKY CUT THRU A RIDGE, IN THE TOP OF THE BOTTOM
 HM0300'STEP OF A LARGE SANDSTONE OUTCROP, 21 1/2 FEET SOUTHWEST OF THE CENTER
 HM0300'LINE OF THE HIGHWAY, 2.7 FEET NORTH OF A WITNESS POST AND ABOUT 3 FEET
 HM0300'HIGHER THAN THE HIGHWAY.
 HM0300
 HM0300                          STATION RECOVERY (1979)
 HM0300
 HM0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0300'4.0 MI SOUTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0300'BLANDING, THENCE 6.35 MI WEST ALONG STATE HIGHWAY 95 TO A ROAD JCT.
 HM0300'NORTH, THENCE 1.0 MI NORTH TO A Y-RD WEST, THENCE 5.30 MI WEST ALONG
 HM0300'DIRT ROAD (OLD 95) 0.3 MI. SOUTHEAST OF A SWITCHBACK, AT THE
 HM0300'SOUTHEAST END OF A ROCKY CUT THRU A RIDGE IN THE TOP OF THE BOTTOM
 HM0300'STEP OF A LARGE SANDSTONE OUTCROP 22 FEET SOUTHWEST OF THE CENTER OF
 HM0300'THE ROAD, 2.7 FT. NORTH OF A WITNESS POST AND 3 FT HIGHER THAN THE
 HM0300'ROAD .
 HM0300
 HM0300                          STATION RECOVERY (1979)
 HM0300
 HM0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0300'4.0 MI SOUTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0300'BLANDING, THENCE 6.35 MI WEST ALONG STATE HIGHWAY 95 TO A ROAD JCT.
 HM0300'NORTH, THENCE 1.0 MI NORTH TO A Y-RD WEST, THENCE 5.30 MI WEST ALONG
 HM0300'DIRT ROAD (OLD 95) 0.3 MI. SOUTHEAST OF A SWITCHBACK, AT THE
 HM0300'SOUTHEAST END OF A ROCKY CUT THRU A RIDGE IN THE TOP OF THE BOTTOM
 HM0300'STEP OF A LARGE SANDSTONE OUTCROP 22 FEET SOUTHWEST OF THE CENTER OF
 HM0300'THE ROAD, 2.7 FT. NORTH OF A WITNESS POST AND 3 FT HIGHER THAN THE
 HM0300'ROAD .
 HM0300
 HM0300                          STATION RECOVERY (2025)
 HM0300
 HM0300'RECOVERY NOTE BY CONTROL POINT SURVEYING 2025 (DZC)
 HM0300'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0155 ***********************************************************************
 JN0155  DESIGNATION -  L 12
 JN0155  PID         -  JN0155
 JN0155  STATE/COUNTY-  UT/GARFIELD
 JN0155  COUNTRY     -  US
 JN0155  USGS QUAD   -  SANDY CREEK BENCHES (2017)
 JN0155
 JN0155                         *CURRENT SURVEY CONTROL
 JN0155  ______________________________________________________________________
 JN0155* NAD 83(1986) POSITION- 38 01 30.     (N) 111 03 51.     (W)   SCALED
 JN0155* NAVD 88 ORTHO HEIGHT -  1641.414 (meters)     5385.21  (feet) POSTED
 JN0155  ______________________________________________________________________
 JN0155  GEOID HEIGHT    -        -19.906 (meters)                     GEOID18
 JN0155  DYNAMIC HEIGHT  -       1639.58  (meters)     5379.2   (feet) COMP
 JN0155  MODELED GRAVITY -    979,452.5   (mgal)                       NAVD 88
 JN0155
 JN0155  VERT ORDER      -  * POSTED, SEE BELOW
 JN0155
 JN0155.The horizontal coordinates were scaled from a map and have
 JN0155.an estimated accuracy of +/- 6 seconds.
 JN0155
 JN0155.The orthometric height was determined by differential leveling
 JN0155.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JN0155
 JN0155.* This is a POSTED BENCH MARK height.
 JN0155
 JN0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0155.GEOID18 height accuracy estimate available here.
 JN0155
 JN0155.Click photographs - Photos may exist for this station.
 JN0155
 JN0155.The dynamic height is computed by dividing the NAVD 88
 JN0155.geopotential number by the normal gravity value computed on the
 JN0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0155.degrees latitude (g = 980.6199 gals.).
 JN0155
 JN0155.The modeled gravity was interpolated from observed gravity values.
 JN0155
 JN0155;                    North         East    Units  Estimated Accuracy
 JN0155;SPC UT S     - 3,150,840.      538,270.      MT  (+/- 180 meters Scaled)
 JN0155
 JN0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH943085(NAD 83)
 JN0155
 JN0155                          SUPERSEDED SURVEY CONTROL
 JN0155
 JN0155  NGVD 29 (??/??/92) 1640.215  (m)         5381.27   (f) ADJ UNCH    1 2
 JN0155
 JN0155.Superseded values are not recommended for survey control.
 JN0155
 JN0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0155.See file dsdata.pdf to determine how the superseded data were derived.
 JN0155
 JN0155_MARKER: DB = BENCH MARK DISK
 JN0155_SETTING: 66 = SET IN ROCK OUTCROP
 JN0155_STAMPING: L 12 1921
 JN0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0155+STABILITY: POSITION/ELEVATION WELL
 JN0155
 JN0155  HISTORY     - Date     Condition        Report By
 JN0155  HISTORY     - 1921     MONUMENTED       CGS
 JN0155  HISTORY     - 1952     GOOD             USGS
 JN0155
 JN0155                          STATION DESCRIPTION
 JN0155
 JN0155'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0155'5.0 MI S FROM SANDY RANCH.
 JN0155'5.0 MILES SOUTH OF THE BEND OF THE ROAD AT THE ENTRANCE TO SANDY RANCH
 JN0155'(FORMERLY BOWNS RANCH) GARFIELD COUNTY, AT THE NARROWS ALONG DIVIDE
 JN0155'CANYON, 15 FEET EAST OF THE ROAD AND 5 FEET HIGHER THAN THE ROAD AND
 JN0155'IN A ROCK LEDGE.  A STANDARD DISK, STAMPED L 12 1921.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0275 ***********************************************************************
 HO0275  DESIGNATION -  L 123
 HO0275  PID         -  HO0275
 HO0275  STATE/COUNTY-  UT/WASHINGTON
 HO0275  COUNTRY     -  US
 HO0275  USGS QUAD   -  VEYO (2017)
 HO0275
 HO0275                         *CURRENT SURVEY CONTROL
 HO0275  ______________________________________________________________________
 HO0275* NAD 83(1986) POSITION- 37 20 17.     (N) 113 41 19.     (W)   SCALED
 HO0275* NAVD 88 ORTHO HEIGHT -  1366.308 (meters)     4482.63  (feet) ADJUSTED
 HO0275  ______________________________________________________________________
 HO0275  GEOID HEIGHT    -        -23.853 (meters)                     GEOID18
 HO0275  DYNAMIC HEIGHT  -       1364.793 (meters)     4477.66  (feet) COMP
 HO0275  MODELED GRAVITY -    979,474.2   (mgal)                       NAVD 88
 HO0275
 HO0275  VERT ORDER      -  SECOND    CLASS 0
 HO0275
 HO0275.The horizontal coordinates were scaled from a map and have
 HO0275.an estimated accuracy of +/- 6 seconds.
 HO0275
 HO0275.The orthometric height was determined by differential leveling and
 HO0275.adjusted by the NATIONAL GEODETIC SURVEY
 HO0275.in June 1991.
 HO0275
 HO0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0275.GEOID18 height accuracy estimate available here.
 HO0275
 HO0275.Click photographs - Photos may exist for this station.
 HO0275
 HO0275.The dynamic height is computed by dividing the NAVD 88
 HO0275.geopotential number by the normal gravity value computed on the
 HO0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0275.degrees latitude (g = 980.6199 gals.).
 HO0275
 HO0275.The modeled gravity was interpolated from observed gravity values.
 HO0275
 HO0275;                    North         East    Units  Estimated Accuracy
 HO0275;SPC UT S     - 3,076,780.      306,080.      MT  (+/- 180 meters Scaled)
 HO0275
 HO0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG618357(NAD 83)
 HO0275
 HO0275                          SUPERSEDED SURVEY CONTROL
 HO0275
 HO0275  NGVD 29 (??/??/92) 1365.308  (m)         4479.35   (f) ADJ UNCH    2 0
 HO0275
 HO0275.Superseded values are not recommended for survey control.
 HO0275
 HO0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0275.See file dsdata.pdf to determine how the superseded data were derived.
 HO0275
 HO0275_MARKER: DB = BENCH MARK DISK
 HO0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0275_STAMPING: L 123 1934
 HO0275_MARK LOGO: CGS
 HO0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0275+STABILITY: SURFACE MOTION
 HO0275
 HO0275  HISTORY     - Date     Condition        Report By
 HO0275  HISTORY     - 1934     MONUMENTED       CGS
 HO0275  HISTORY     - 1972     GOOD             USFS
 HO0275
 HO0275                          STATION DESCRIPTION
 HO0275
 HO0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0275'IN VEYO.
 HO0275'AT VEYO, WASHINGTON COUNTY, ON THE 1934 ROUTE OF STATE HIGHWAY 18, 200
 HO0275'FEET SOUTH OF THE GENERAL STORE, AT THE INTERSECTION OF AN
 HO0275'EAST-AND-WEST STREET, 60 FEET NORTHWEST OF THE CENTER OF THE
 HO0275'INTERSECTION, 20 FEET WEST OF THE CENTERLINE OF THE OLD HIGHWAY, 30
 HO0275'FEET NORTH OF A FENCE CORNER, AND 3 FEET EAST OF THE FENCE LINE.  A
 HO0275'STANDARD DISK, STAMPED L 123 1934 AND SET IN THE TOP OF A CONCRETE
 HO0275'POST.
 HO0275
 HO0275                          STATION RECOVERY (1972)
 HO0275
 HO0275'RECOVERY NOTE BY US FOREST SERVICE 1972
 HO0275'LOCATED ONE BLOCK E OF INTERSECTION OF STATE HWY 18 AND ROAD W TO
 HO0275'GUNLOCK, IN VEYO, UTAH (WASHINGTON CO.) AND AT NW CORNER OF
 HO0275'INTERSECTION, 59 FT. N, 25 FT. W, AND 2.0 FT. HIGHER THAN CENTER OF
 HO0275'INTERSECTION. A STANDARD DISK STAMPED L 123 1934 AND SET IN THE TOP
 HO0275'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0327 ***********************************************************************
 HO0327  DESIGNATION -  L 124
 HO0327  PID         -  HO0327
 HO0327  STATE/COUNTY-  UT/IRON
 HO0327  COUNTRY     -  US
 HO0327  USGS QUAD   -  MODENA (2017)
 HO0327
 HO0327                         *CURRENT SURVEY CONTROL
 HO0327  ______________________________________________________________________
 HO0327* NAD 83(1986) POSITION- 37 47 41.8    (N) 113 52 37.9    (W)   HD_HELD2
 HO0327* NAVD 88 ORTHO HEIGHT -  1636.884 (meters)     5370.34  (feet) ADJUSTED
 HO0327  ______________________________________________________________________
 HO0327  GEOID HEIGHT    -        -23.010 (meters)                     GEOID18
 HO0327  DYNAMIC HEIGHT  -       1635.048 (meters)     5364.32  (feet) COMP
 HO0327  MODELED GRAVITY -    979,451.1   (mgal)                       NAVD 88
 HO0327
 HO0327  VERT ORDER      -  SECOND    CLASS 0
 HO0327
 HO0327.The horizontal coordinates were established by autonomous hand held GPS
 HO0327.observations and have an estimated accuracy of +/- 10 meters.
 HO0327
 HO0327.The orthometric height was determined by differential leveling and
 HO0327.adjusted by the NATIONAL GEODETIC SURVEY
 HO0327.in June 1991.
 HO0327
 HO0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0327.GEOID18 height accuracy estimate available here.
 HO0327
 HO0327.Click photographs - Photos may exist for this station.
 HO0327
 HO0327.The dynamic height is computed by dividing the NAVD 88
 HO0327.geopotential number by the normal gravity value computed on the
 HO0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0327.degrees latitude (g = 980.6199 gals.).
 HO0327
 HO0327.The modeled gravity was interpolated from observed gravity values.
 HO0327
 HO0327;                    North         East    Units  Estimated Accuracy
 HO0327;SPC UT S     - 3,127,881.      290,658.      MT  (+/- 10 meters HH2 GPS)
 HO0327
 HO0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG4666186964(NAD 83)
 HO0327
 HO0327                          SUPERSEDED SURVEY CONTROL
 HO0327
 HO0327  NGVD 29 (??/??/92) 1635.74   (m)         5366.6    (f) COMPUTED    2 0
 HO0327
 HO0327.Superseded values are not recommended for survey control.
 HO0327
 HO0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0327.See file dsdata.pdf to determine how the superseded data were derived.
 HO0327
 HO0327_MARKER: DB = BENCH MARK DISK
 HO0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0327_STAMPING: L 124 1934
 HO0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0327+STABILITY: SURFACE MOTION
 HO0327
 HO0327  HISTORY     - Date     Condition        Report By
 HO0327  HISTORY     - 1934     MONUMENTED       CGS
 HO0327  HISTORY     - 1974     GOOD             USGS
 HO0327
 HO0327                          STATION DESCRIPTION
 HO0327
 HO0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0327'2.7 MI SE FROM MODENA.
 HO0327'2.7 MILES SOUTHEAST ALONG THE 1934 ROUTE OF STATE HIGHWAY 18 FROM
 HO0327'MODENA, IRON COUNTY, 112 FEET NORTHEAST OF THE JUNCTION OF A ROAD
 HO0327'LEADING EAST ALONG A FENCE LINE, 82 FEET NORTH OF THE CENTERLINE OF
 HO0327'THE OLD HIGHWAY, AND 5 FEET SOUTH OF THE FENCE LINE.  A STANDARD DISK,
 HO0327'STAMPED L 124 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HO0327
 HO0327                          STATION RECOVERY (1974)
 HO0327
 HO0327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HO0327'0.8 MI. EAST OF MODENA TO STATE HWY. 56, THEN SE 0.6 MI. SE ALONG
 HO0327'HWY. 56 TO A GRADED ROAD, THEN EAST ALONG GRADED ROAD 1.3 MI. TO THE
 HO0327'BENCHMARK. THE BENCHMARK IS ABOUT 350 FEET WEST OF THE SE CORNER OF
 HO0327'SECTION 32, TOWNSHIP 34 SOUTH, RANGE 18 WEST AND 17 FEET NORTH OF THE
 HO0327'CENTERLINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0442 ***********************************************************************
 MR0442  DESIGNATION -  L 125
 MR0442  PID         -  MR0442
 MR0442  STATE/COUNTY-  UT/CACHE
 MR0442  COUNTRY     -  US
 MR0442  USGS QUAD   -  WELLSVILLE (2017)
 MR0442
 MR0442                         *CURRENT SURVEY CONTROL
 MR0442  ______________________________________________________________________
 MR0442* NAD 83(1986) POSITION- 41 40 05.     (N) 111 53 26.     (W)   SCALED
 MR0442* NAVD 88 ORTHO HEIGHT -  1369.648 (meters)     4493.59  (feet) ADJUSTED
 MR0442  ______________________________________________________________________
 MR0442  GEOID HEIGHT    -        -15.800 (meters)                     GEOID18
 MR0442  DYNAMIC HEIGHT  -       1368.619 (meters)     4490.21  (feet) COMP
 MR0442  MODELED GRAVITY -    979,825.0   (mgal)                       NAVD 88
 MR0442
 MR0442  VERT ORDER      -  SECOND    CLASS 0
 MR0442
 MR0442.The horizontal coordinates were scaled from a map and have
 MR0442.an estimated accuracy of +/- 6 seconds.
 MR0442
 MR0442.The orthometric height was determined by differential leveling and
 MR0442.adjusted by the NATIONAL GEODETIC SURVEY
 MR0442.in June 1991.
 MR0442
 MR0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0442.GEOID18 height accuracy estimate available here.
 MR0442
 MR0442.Click photographs - Photos may exist for this station.
 MR0442
 MR0442.The dynamic height is computed by dividing the NAVD 88
 MR0442.geopotential number by the normal gravity value computed on the
 MR0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0442.degrees latitude (g = 980.6199 gals.).
 MR0442
 MR0442.The modeled gravity was interpolated from observed gravity values.
 MR0442
 MR0442;                    North         East    Units  Estimated Accuracy
 MR0442;SPC UT N     - 1,148,300.      467,480.      MT  (+/- 180 meters Scaled)
 MR0442
 MR0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM258133(NAD 83)
 MR0442
 MR0442                          SUPERSEDED SURVEY CONTROL
 MR0442
 MR0442  NGVD 29 (??/??/92) 1368.573  (m)         4490.06   (f) ADJ UNCH    2 0
 MR0442
 MR0442.Superseded values are not recommended for survey control.
 MR0442
 MR0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0442.See file dsdata.pdf to determine how the superseded data were derived.
 MR0442
 MR0442_MARKER: DB = BENCH MARK DISK
 MR0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0442_STAMPING: L 125 1934
 MR0442_MARK LOGO: CGS
 MR0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0442+STABILITY: SURFACE MOTION
 MR0442
 MR0442  HISTORY     - Date     Condition        Report By
 MR0442  HISTORY     - 1934     MONUMENTED       CGS
 MR0442  HISTORY     - 1938     MARK NOT FOUND   LOCSUR
 MR0442
 MR0442                          STATION DESCRIPTION
 MR0442
 MR0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0442'3.1 MI NE FROM WELLSVILLE.
 MR0442'ABOUT 3.1 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT
 MR0442'WELLSVILLE, CACHE COUNTY, ABOUT 255 FEET NORTHEAST OF THE DRIVEWAY
 MR0442'LEADING TO A TWO-STORY GREY HOUSE NORTHWEST OF THE HIGHWAY, 18 FEET
 MR0442'NORTH OF THE HEAD WALL OF A CULVERT, ABOUT 50 FEET SOUTHWEST OF A
 MR0442'POLE, 40 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET
 MR0442'NORTHEAST OF THE CENTER LINE OF AN IRRIGATION DITCH, AND 6 FEET
 MR0442'SOUTHEAST OF A FENCE.  A STANDARD DISK, STAMPED L 125 1934 AND SET IN
 MR0442'THE TOP OF A CONCRETE POST.
 MR0442
 MR0442                          STATION RECOVERY (1938)
 MR0442
 MR0442'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1938 (PRC)
 MR0442'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0250 ***********************************************************************
 MR0250  DESIGNATION -  L 126
 MR0250  PID         -  MR0250
 MR0250  STATE/COUNTY-  UT/RICH
 MR0250  COUNTRY     -  US
 MR0250  USGS QUAD   -  GARDEN CITY (2017)
 MR0250
 MR0250                         *CURRENT SURVEY CONTROL
 MR0250  ______________________________________________________________________
 MR0250* NAD 83(1986) POSITION- 41 55 07.     (N) 111 23 35.     (W)   SCALED
 MR0250* NAVD 88 ORTHO HEIGHT -  1814.057 (meters)     5951.62  (feet) ADJUSTED
 MR0250  ______________________________________________________________________
 MR0250  GEOID HEIGHT    -        -14.378 (meters)                     GEOID18
 MR0250  DYNAMIC HEIGHT  -       1812.601 (meters)     5946.84  (feet) COMP
 MR0250  MODELED GRAVITY -    979,755.7   (mgal)                       NAVD 88
 MR0250
 MR0250  VERT ORDER      -  SECOND    CLASS 0
 MR0250
 MR0250.The horizontal coordinates were scaled from a map and have
 MR0250.an estimated accuracy of +/- 6 seconds.
 MR0250
 MR0250.The orthometric height was determined by differential leveling and
 MR0250.adjusted by the NATIONAL GEODETIC SURVEY
 MR0250.in June 1991.
 MR0250
 MR0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0250.GEOID18 height accuracy estimate available here.
 MR0250
 MR0250.Click photographs - Photos may exist for this station.
 MR0250
 MR0250.The dynamic height is computed by dividing the NAVD 88
 MR0250.geopotential number by the normal gravity value computed on the
 MR0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0250.degrees latitude (g = 980.6199 gals.).
 MR0250
 MR0250.The modeled gravity was interpolated from observed gravity values.
 MR0250
 MR0250;                    North         East    Units  Estimated Accuracy
 MR0250;SPC UT N     - 1,176,060.      508,870.      MT  (+/- 180 meters Scaled)
 MR0250
 MR0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM674408(NAD 83)
 MR0250
 MR0250                          SUPERSEDED SURVEY CONTROL
 MR0250
 MR0250  NGVD 29 (??/??/92) 1812.798  (m)         5947.49   (f) ADJ UNCH    2 0
 MR0250
 MR0250.Superseded values are not recommended for survey control.
 MR0250
 MR0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0250.See file dsdata.pdf to determine how the superseded data were derived.
 MR0250
 MR0250_MARKER: DB = BENCH MARK DISK
 MR0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0250_STAMPING: L 126 1934
 MR0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0250+STABILITY: SURFACE MOTION
 MR0250
 MR0250  HISTORY     - Date     Condition        Report By
 MR0250  HISTORY     - 1934     MONUMENTED       CGS
 MR0250  HISTORY     - 1969     MARK NOT FOUND   USGS
 MR0250
 MR0250                          STATION DESCRIPTION
 MR0250
 MR0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0250'2.2 MI S FROM GARDEN CITY.
 MR0250'ABOUT 2.2 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 MR0250'GARDEN CITY, RICH COUNTY, ABOUT 60 FEET NORTHWEST OF THE SOUTH FENCE
 MR0250'CORNER OF THE C.H. HODGES PROPERTY, 36 FEET NORTHWEST OF THE CENTER
 MR0250'LINE OF A LANE LEADING WEST, 27 FEET SOUTH OF TWO POWER-TRANSMISSION
 MR0250'LINE POLES SUPPORTING A TRANSFORMER, 45 FEET SOUTHWEST OF THE CENTER
 MR0250'LINE OF THE HIGHWAY, 16 FEET NORTHWEST OF THE EAST CORNER OF A FENCE,
 MR0250'AND 3 FEET NORTHEAST OF A FENCE.  A STANDARD DISK, STAMPED L 126 1934
 MR0250'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE AREA WHERE THE BM
 MR0250'IS DESCRIBED TO BE WAS FOUND BUT THE SPOT WHERE THE BM SHOULD BE HAS A
 MR0250'NEW LAWN.
 MR0250
 MR0250                          STATION RECOVERY (1969)
 MR0250
 MR0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MR0250'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0271 ***********************************************************************
 JM0271  DESIGNATION -  L 127
 JM0271  PID         -  JM0271
 JM0271  STATE/COUNTY-  UT/SAN JUAN
 JM0271  COUNTRY     -  US
 JM0271  USGS QUAD   -  LA SAL EAST (2017)
 JM0271
 JM0271                         *CURRENT SURVEY CONTROL
 JM0271  ______________________________________________________________________
 JM0271* NAD 83(1986) POSITION- 38 20 33.     (N) 109 10 38.     (W)   SCALED
 JM0271* NAVD 88 ORTHO HEIGHT -  2275.342 (meters)     7465.02  (feet) ADJUSTED
 JM0271  ______________________________________________________________________
 JM0271  GEOID HEIGHT    -        -18.251 (meters)                     GEOID18
 JM0271  DYNAMIC HEIGHT  -       2272.634 (meters)     7456.13  (feet) COMP
 JM0271  MODELED GRAVITY -    979,356.0   (mgal)                       NAVD 88
 JM0271
 JM0271  VERT ORDER      -  SECOND    CLASS 0
 JM0271
 JM0271.The horizontal coordinates were scaled from a map and have
 JM0271.an estimated accuracy of +/- 6 seconds.
 JM0271
 JM0271.The orthometric height was determined by differential leveling and
 JM0271.adjusted by the NATIONAL GEODETIC SURVEY
 JM0271.in June 1991.
 JM0271
 JM0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0271.GEOID18 height accuracy estimate available here.
 JM0271
 JM0271.Click photographs - Photos may exist for this station.
 JM0271
 JM0271.The dynamic height is computed by dividing the NAVD 88
 JM0271.geopotential number by the normal gravity value computed on the
 JM0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0271.degrees latitude (g = 980.6199 gals.).
 JM0271
 JM0271.The modeled gravity was interpolated from observed gravity values.
 JM0271
 JM0271;                    North         East    Units  Estimated Accuracy
 JM0271;SPC UT S     - 3,188,520.      703,040.      MT  (+/- 180 meters Scaled)
 JM0271
 JM0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH592453(NAD 83)
 JM0271
 JM0271                          SUPERSEDED SURVEY CONTROL
 JM0271
 JM0271  NGVD 29 (??/??/92) 2274.112  (m)         7460.98   (f) ADJ UNCH    2 0
 JM0271
 JM0271.Superseded values are not recommended for survey control.
 JM0271
 JM0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0271.See file dsdata.pdf to determine how the superseded data were derived.
 JM0271
 JM0271_MARKER: DB = BENCH MARK DISK
 JM0271_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JM0271_STAMPING: L 127 1934
 JM0271_MARK LOGO: CGS
 JM0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0271
 JM0271  HISTORY     - Date     Condition        Report By
 JM0271  HISTORY     - 1934     MONUMENTED       CGS
 JM0271  HISTORY     - 1954     MARK NOT FOUND   USGS
 JM0271  HISTORY     - 1982     MARK NOT FOUND   USGS
 JM0271
 JM0271                          STATION DESCRIPTION
 JM0271
 JM0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0271'5.7 MI E FROM LA SAL.
 JM0271'5.7 MILES EAST ALONG STATE HIGHWAY 46 FROM THE POST OFFICE AT LA SAL,
 JM0271'SAN JUAN COUNTY, 1.2 MILES EAST OF THE EAST BOUNDARY OF LA SAL
 JM0271'NATIONAL FOREST, 0.2 MILE NORTHEAST OF A FARMHOUSE, 0.2 MILE SOUTHEAST
 JM0271'OF THE INTERSECTION OF A NORTH-AND-SOUTH ROAD, 55 FEET NORTH OF THE
 JM0271'INTERSECTION OF A SIDE FENCE AND THE RIGHT-OF-WAY FENCE, AND 27 FEET
 JM0271'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED L
 JM0271'127 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JM0271
 JM0271                          STATION RECOVERY (1954)
 JM0271
 JM0271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JM0271'MARK NOT FOUND.
 JM0271
 JM0271                          STATION RECOVERY (1982)
 JM0271
 JM0271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0271'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0192 ***********************************************************************
 HN0192  DESIGNATION -  L 13
 HN0192  PID         -  HN0192
 HN0192  STATE/COUNTY-  UT/SAN JUAN
 HN0192  COUNTRY     -  US
 HN0192  USGS QUAD   -  HALLS CROSSING (2017)
 HN0192
 HN0192                         *CURRENT SURVEY CONTROL
 HN0192  ______________________________________________________________________
 HN0192* NAD 83(1986) POSITION- 37 23 49.     (N) 110 44 39.     (W)   SCALED
 HN0192* NAVD 88 ORTHO HEIGHT -  1025.909 (meters)     3365.84  (feet) POSTED
 HN0192  ______________________________________________________________________
 HN0192  GEOID HEIGHT    -        -22.572 (meters)                     GEOID18
 HN0192  DYNAMIC HEIGHT  -       1024.72  (meters)     3361.9   (feet) COMP
 HN0192  MODELED GRAVITY -    979,444.2   (mgal)                       NAVD 88
 HN0192
 HN0192  VERT ORDER      -  * POSTED, SEE BELOW
 HN0192
 HN0192.The horizontal coordinates were scaled from a map and have
 HN0192.an estimated accuracy of +/- 6 seconds.
 HN0192
 HN0192.The orthometric height was determined by differential leveling
 HN0192.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0192
 HN0192.* This is a POSTED BENCH MARK height.
 HN0192
 HN0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0192.GEOID18 height accuracy estimate available here.
 HN0192
 HN0192.Click photographs - Photos may exist for this station.
 HN0192
 HN0192.The dynamic height is computed by dividing the NAVD 88
 HN0192.geopotential number by the normal gravity value computed on the
 HN0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0192.degrees latitude (g = 980.6199 gals.).
 HN0192
 HN0192.The modeled gravity was interpolated from observed gravity values.
 HN0192
 HN0192;                    North         East    Units  Estimated Accuracy
 HN0192;SPC UT S     - 3,081,320.      566,920.      MT  (+/- 180 meters Scaled)
 HN0192
 HN0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG226389(NAD 83)
 HN0192
 HN0192                          SUPERSEDED SURVEY CONTROL
 HN0192
 HN0192  NGVD 29 (??/??/92) 1024.866  (m)         3362.41   (f) ADJ UNCH    1 2
 HN0192
 HN0192.Superseded values are not recommended for survey control.
 HN0192
 HN0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0192.See file dsdata.pdf to determine how the superseded data were derived.
 HN0192
 HN0192_MARKER: DB = BENCH MARK DISK
 HN0192_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HN0192_SP_SET: UNSPEC. ROCK
 HN0192_STAMPING: L 13 1921
 HN0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0192
 HN0192  HISTORY     - Date     Condition        Report By
 HN0192  HISTORY     - 1921     MONUMENTED       USGS
 HN0192
 HN0192                          STATION DESCRIPTION
 HN0192
 HN0192'DESCRIBED BY US GEOLOGICAL SURVEY 1921
 HN0192'10.0 MI S FROM HALLS CROSSING.
 HN0192'IN SAN JUAN COUNTY, 10 MILES SOUTH ALONG COLORADO RIVER FROM THE MOUTH
 HN0192'OF HALL CREEK AT HALLS CROSSING, KANE COUNTY, 1/2 MILE SOUTH OF THE
 HN0192'POINT WHERE THE RIVER TURNS TO THE LEFT AND FLOWS SOUTH, ON A RED
 HN0192'SANDSTONE TABLE, 130 FEET EAST OF THE EAST BANK OF THE RIVER, NEAR A
 HN0192'CAIRN, IN ROCK MARKED BY AN ARROW ON A NEARBY ROCK, AND 25 FEET HIGHER
 HN0192'THAN THE WATER (SEPTEMBER 1921).  A STANDARD DISK, STAMPED L 13 1921.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0193 ***********************************************************************
 KN0193  DESIGNATION -  L 131
 KN0193  PID         -  KN0193
 KN0193  STATE/COUNTY-  UT/CARBON
 KN0193  COUNTRY     -  US
 KN0193  USGS QUAD   -  SCOFIELD (2017)
 KN0193
 KN0193                         *CURRENT SURVEY CONTROL
 KN0193  ______________________________________________________________________
 KN0193* NAD 83(1986) POSITION- 39 37 37.     (N) 111 07 55.     (W)   SCALED
 KN0193* NAVD 88 ORTHO HEIGHT -  2892.661 (meters)     9490.34  (feet) ADJUSTED
 KN0193  ______________________________________________________________________
 KN0193  GEOID HEIGHT    -        -15.900 (meters)                     GEOID18
 KN0193  DYNAMIC HEIGHT  -       2889.489 (meters)     9479.93  (feet) COMP
 KN0193  MODELED GRAVITY -    979,421.9   (mgal)                       NAVD 88
 KN0193
 KN0193  VERT ORDER      -  SECOND    CLASS 0
 KN0193
 KN0193.The horizontal coordinates were scaled from a map and have
 KN0193.an estimated accuracy of +/- 6 seconds.
 KN0193
 KN0193.The orthometric height was determined by differential leveling and
 KN0193.adjusted by the NATIONAL GEODETIC SURVEY
 KN0193.in June 1991.
 KN0193
 KN0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0193.GEOID18 height accuracy estimate available here.
 KN0193
 KN0193.Click photographs - Photos may exist for this station.
 KN0193
 KN0193.The dynamic height is computed by dividing the NAVD 88
 KN0193.geopotential number by the normal gravity value computed on the
 KN0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0193.degrees latitude (g = 980.6199 gals.).
 KN0193
 KN0193.The modeled gravity was interpolated from observed gravity values.
 KN0193
 KN0193;                    North         East    Units  Estimated Accuracy
 KN0193;SPC UT C     - 2,143,680.      531,600.      MT  (+/- 180 meters Scaled)
 KN0193
 KN0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ886863(NAD 83)
 KN0193
 KN0193                          SUPERSEDED SURVEY CONTROL
 KN0193
 KN0193  NGVD 29 (??/??/92) 2891.440  (m)         9486.33   (f) ADJ UNCH    2 0
 KN0193
 KN0193.Superseded values are not recommended for survey control.
 KN0193
 KN0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0193.See file dsdata.pdf to determine how the superseded data were derived.
 KN0193
 KN0193_MARKER: DB = BENCH MARK DISK
 KN0193_SETTING: 66 = SET IN ROCK OUTCROP
 KN0193_STAMPING: L 131 1935
 KN0193_MARK LOGO: CGS
 KN0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0193+STABILITY: POSITION/ELEVATION WELL
 KN0193
 KN0193  HISTORY     - Date     Condition        Report By
 KN0193  HISTORY     - 1935     MONUMENTED       CGS
 KN0193  HISTORY     - 1974     GOOD             USGS
 KN0193
 KN0193                          STATION DESCRIPTION
 KN0193
 KN0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0193'2.7 MI E FROM CLEAR CREEK.
 KN0193'ABOUT 2.7 MILES EAST ALONG A TELEPHONE LINE LEADING TO OMANS RANCH
 KN0193'FROM A SCHOOL AT CLEAR CREEK, CARBON COUNTY, AT THE TOP OF A DIVIDE,
 KN0193'ABOUT 100 FEET EAST OF THE TELEPHONE LINE, ABOUT 100 FEET EAST OF THE
 KN0193'FIRST POLE FROM A RIGHT ANGLE TURN IN A LINE LEADING NORTH, AND IN THE
 KN0193'TOP OF A LARGE SANDSTONE OUTCROP SURROUNDED BY BOULDERS.  A STANDARD
 KN0193'DISK, STAMPED L 131 1935.
 KN0193
 KN0193                          STATION RECOVERY (1974)
 KN0193
 KN0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KN0193'CLEAR CREEK, 1.6 MI. EAST AND SOUTHEAST ALONG ROAD UP BARN CANYON TO
 KN0193'SUMMIT OF DIVIDE, THENCE 0.9 MI. SOUTH ALONG RIDGE FROM. IN SW 1/4 OF
 KN0193'SECTION 3, T 14S, R7E. 470 FT. SE OF SADDLE IN RIDGE, 150 FT. EAST
 KN0193'CENTER OF ROAD, 90 FT. SOUTH OF POINT OF ROCKY RIDGE. 2 FT. NORTH OF
 KN0193'ROCK CAIRN, IN FIRST SANDSTONE LEDGE FROM BOTTOM, A STANDARD DISK,
 KN0193'STAMPED L 131, 1935.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0294 ***********************************************************************
 MR0294  DESIGNATION -  L 132
 MR0294  PID         -  MR0294
 MR0294  STATE/COUNTY-  UT/SUMMIT
 MR0294  COUNTRY     -  US
 MR0294  USGS QUAD   -  SHEARING CORRAL (2017)
 MR0294
 MR0294                         *CURRENT SURVEY CONTROL
 MR0294  ______________________________________________________________________
 MR0294* NAD 83(1986) POSITION- 41 11 01.     (N) 111 08 03.     (W)   SCALED
 MR0294* NAVD 88 ORTHO HEIGHT -  2033.629 (meters)     6672.00  (feet) ADJUSTED
 MR0294  ______________________________________________________________________
 MR0294  GEOID HEIGHT    -        -15.393 (meters)                     GEOID18
 MR0294  DYNAMIC HEIGHT  -       2031.748 (meters)     6665.83  (feet) COMP
 MR0294  MODELED GRAVITY -    979,626.6   (mgal)                       NAVD 88
 MR0294
 MR0294  VERT ORDER      -  FIRST     CLASS II
 MR0294
 MR0294.The horizontal coordinates were scaled from a map and have
 MR0294.an estimated accuracy of +/- 6 seconds.
 MR0294
 MR0294.The orthometric height was determined by differential leveling and
 MR0294.adjusted by the NATIONAL GEODETIC SURVEY
 MR0294.in June 1991.
 MR0294
 MR0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0294.GEOID18 height accuracy estimate available here.
 MR0294
 MR0294.Click photographs - Photos may exist for this station.
 MR0294
 MR0294.The dynamic height is computed by dividing the NAVD 88
 MR0294.geopotential number by the normal gravity value computed on the
 MR0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0294.degrees latitude (g = 980.6199 gals.).
 MR0294
 MR0294.The modeled gravity was interpolated from observed gravity values.
 MR0294
 MR0294;                    North         East    Units  Estimated Accuracy
 MR0294;SPC UT N     - 1,094,490.      530,690.      MT  (+/- 180 meters Scaled)
 MR0294
 MR0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL887591(NAD 83)
 MR0294
 MR0294                          SUPERSEDED SURVEY CONTROL
 MR0294
 MR0294  NGVD 29 (??/??/92) 2032.217  (m)         6667.37   (f) ADJ UNCH    1 2
 MR0294
 MR0294.Superseded values are not recommended for survey control.
 MR0294
 MR0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0294.See file dsdata.pdf to determine how the superseded data were derived.
 MR0294
 MR0294_MARKER: DB = BENCH MARK DISK
 MR0294_SETTING: 66 = SET IN ROCK OUTCROP
 MR0294_STAMPING: L 132 1958
 MR0294_MARK LOGO: CGS
 MR0294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0294+STABILITY: POSITION/ELEVATION WELL
 MR0294
 MR0294  HISTORY     - Date     Condition        Report By
 MR0294  HISTORY     - 1958     MONUMENTED       CGS
 MR0294  HISTORY     - 1983     GOOD             NGS
 MR0294
 MR0294                          STATION DESCRIPTION
 MR0294
 MR0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0294'2.15 MI SW FROM WAHSATCH.
 MR0294'ABOUT 2.15 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0294'STATION AT WAHSATCH, ABOUT 0.75 MILE SOUTHWEST OF MILEPOST 929, IN THE
 MR0294'TOP OF A LARGE SANDSTONE LEDGE, ABOUT 0.4 MILE NORTHEAST OF THE
 MR0294'NORTHEAST END OF A TUNNEL, ON THE TOP OF A SMALL KNOWL BETWEEN TWO
 MR0294'SMALL FILLS, 81 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 10 FEET
 MR0294'NORTH-NORTHWEST OF A TELEPHONE POLE, AND ABOUT 8 FEET BELOW THE LEVEL
 MR0294'OF THE TRACKS.
 MR0294
 MR0294                          STATION RECOVERY (1983)
 MR0294
 MR0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0294'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0377 ***********************************************************************
 MR0377  DESIGNATION -  L 134
 MR0377  PID         -  MR0377
 MR0377  STATE/COUNTY-  UT/WEBER
 MR0377  COUNTRY     -  US
 MR0377  USGS QUAD   -  OGDEN (2017)
 MR0377
 MR0377                         *CURRENT SURVEY CONTROL
 MR0377  ______________________________________________________________________
 MR0377* NAD 83(1986) POSITION- 41 08 13.     (N) 111 53 45.     (W)   SCALED
 MR0377* NAVD 88 ORTHO HEIGHT -  1398.714 (meters)     4588.95  (feet) POSTED
 MR0377  ______________________________________________________________________
 MR0377  GEOID HEIGHT    -        -16.396 (meters)                     GEOID18
 MR0377  DYNAMIC HEIGHT  -       1397.64  (meters)     4585.4   (feet) COMP
 MR0377  MODELED GRAVITY -    979,805.6   (mgal)                       NAVD 88
 MR0377
 MR0377  VERT ORDER      -  * POSTED, SEE BELOW
 MR0377
 MR0377.The horizontal coordinates were scaled from a map and have
 MR0377.an estimated accuracy of +/- 6 seconds.
 MR0377
 MR0377.The orthometric height was determined by differential leveling
 MR0377.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MR0377
 MR0377.* This is a POSTED BENCH MARK height.
 MR0377
 MR0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0377.GEOID18 height accuracy estimate available here.
 MR0377
 MR0377.Click photographs - Photos may exist for this station.
 MR0377
 MR0377.The dynamic height is computed by dividing the NAVD 88
 MR0377.geopotential number by the normal gravity value computed on the
 MR0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0377.degrees latitude (g = 980.6199 gals.).
 MR0377
 MR0377.The modeled gravity was interpolated from observed gravity values.
 MR0377
 MR0377;                    North         East    Units  Estimated Accuracy
 MR0377;SPC UT N     - 1,089,320.      466,770.      MT  (+/- 180 meters Scaled)
 MR0377
 MR0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL248543(NAD 83)
 MR0377
 MR0377                          SUPERSEDED SURVEY CONTROL
 MR0377
 MR0377  NGVD 29 (??/??/92) 1397.63   (m)         4585.4    (f) COMPUTED    1 2
 MR0377
 MR0377.Superseded values are not recommended for survey control.
 MR0377
 MR0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0377.See file dsdata.pdf to determine how the superseded data were derived.
 MR0377
 MR0377_MARKER: DB = BENCH MARK DISK
 MR0377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0377_SP_SET: TOWER BASE
 MR0377_STAMPING: L 134 1958
 MR0377_MARK LOGO: CGS
 MR0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0377
 MR0377  HISTORY     - Date     Condition        Report By
 MR0377  HISTORY     - 1958     MONUMENTED       CGS
 MR0377
 MR0377                          STATION DESCRIPTION
 MR0377
 MR0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0377'9.85 MI SE FROM OGDEN.
 MR0377'ABOUT 9.85 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0377'STATION AT OGDEN, 6 TELEPHONE POLES NORTHWEST OF MILE POST 983, AT THE
 MR0377'FIRST HIGH VOLTAGE STEEL TOWER NORTHWEST OF MILE POST 983, 175 FEET
 MR0377'SOUTH OF A SEMAPHORE, 116 FEET SOUTH OF THE NEAR RAIL, 62 FEET NORTH
 MR0377'OF THE CENTER LINE OF U. S. HIGHWAY 30S, IN THE TOP OF THE SOUTH
 MR0377'CONCRETE FOOTING OF THE TOWER, AND ABOUT 40 FEET BELOW THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0378 ***********************************************************************
 MR0378  DESIGNATION -  L 134 RESET
 MR0378  PID         -  MR0378
 MR0378  STATE/COUNTY-  UT/WEBER
 MR0378  COUNTRY     -  US
 MR0378  USGS QUAD   -  OGDEN (2017)
 MR0378
 MR0378                         *CURRENT SURVEY CONTROL
 MR0378  ______________________________________________________________________
 MR0378* NAD 83(1986) POSITION- 41 08 09.     (N) 111 53 59.     (W)   SCALED
 MR0378* NAVD 88 ORTHO HEIGHT -  1392.171 (meters)     4567.48  (feet) ADJUSTED
 MR0378  ______________________________________________________________________
 MR0378  GEOID HEIGHT    -        -16.417 (meters)                     GEOID18
 MR0378  DYNAMIC HEIGHT  -       1391.101 (meters)     4563.97  (feet) COMP
 MR0378  MODELED GRAVITY -    979,807.1   (mgal)                       NAVD 88
 MR0378
 MR0378  VERT ORDER      -  FIRST     CLASS II
 MR0378
 MR0378.The horizontal coordinates were scaled from a map and have
 MR0378.an estimated accuracy of +/- 6 seconds.
 MR0378
 MR0378.The orthometric height was determined by differential leveling and
 MR0378.adjusted by the NATIONAL GEODETIC SURVEY
 MR0378.in June 1991.
 MR0378
 MR0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0378.GEOID18 height accuracy estimate available here.
 MR0378
 MR0378.Click photographs - Photos may exist for this station.
 MR0378
 MR0378.The dynamic height is computed by dividing the NAVD 88
 MR0378.geopotential number by the normal gravity value computed on the
 MR0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0378.degrees latitude (g = 980.6199 gals.).
 MR0378
 MR0378.The modeled gravity was interpolated from observed gravity values.
 MR0378
 MR0378;                    North         East    Units  Estimated Accuracy
 MR0378;SPC UT N     - 1,089,190.      466,440.      MT  (+/- 180 meters Scaled)
 MR0378
 MR0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL244542(NAD 83)
 MR0378
 MR0378                          SUPERSEDED SURVEY CONTROL
 MR0378
 MR0378  NGVD 29 (??/??/??) 1391.09   (m)         4563.9    (f) RESET       3  
 MR0378  NGVD 29 (06/08/92) 1391.160  (m)         4564.16   (f) ADJUSTED    1 2
 MR0378
 MR0378.Superseded values are not recommended for survey control.
 MR0378
 MR0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0378.See file dsdata.pdf to determine how the superseded data were derived.
 MR0378
 MR0378_MARKER: DB = BENCH MARK DISK
 MR0378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0378_SP_SET: FOOTING
 MR0378_STAMPING: L 134 RESET 1965
 MR0378_MARK LOGO: CGS
 MR0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0378
 MR0378  HISTORY     - Date     Condition        Report By
 MR0378  HISTORY     - 1965     MONUMENTED       CGS
 MR0378  HISTORY     - 1966     GOOD             CGS
 MR0378  HISTORY     - 1983     GOOD             NGS
 MR0378
 MR0378                          STATION DESCRIPTION
 MR0378
 MR0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MR0378'9.8 MI SE FROM OGDEN.
 MR0378'ABOUT 9.8 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0378'STATION AT OGDEN, 4 TELEPHONE POLES WEST OF MILE POST 983, AT THE
 MR0378'FIRST HIGH VOLTAGE STEEL TOWER SOUTHWEST OF MILE POST 983, 30 FEET
 MR0378'EAST OF EXISTING BRIDGE ACROSS THE WEBER RIVER, 140 FEET SOUTH OF
 MR0378'CENTERLINE OF I-80, IN TOP OF EAST CONCRETE FOOTING OF THE TOWER.
 MR0378
 MR0378                          STATION RECOVERY (1983)
 MR0378
 MR0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0378'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0353 ***********************************************************************
 MR0353  DESIGNATION -  L 135
 MR0353  PID         -  MR0353
 MR0353  STATE/COUNTY-  UT/MORGAN
 MR0353  COUNTRY     -  US
 MR0353  USGS QUAD   -  DEVILS SLIDE (2017)
 MR0353
 MR0353                         *CURRENT SURVEY CONTROL
 MR0353  ______________________________________________________________________
 MR0353* NAD 83(1986) POSITION- 41 03 01.     (N) 111 37 07.     (W)   SCALED
 MR0353* NAVD 88 ORTHO HEIGHT -  1565.213 (meters)     5135.20  (feet) ADJUSTED
 MR0353  ______________________________________________________________________
 MR0353  GEOID HEIGHT    -        -16.054 (meters)                     GEOID18
 MR0353  DYNAMIC HEIGHT  -       1563.910 (meters)     5130.93  (feet) COMP
 MR0353  MODELED GRAVITY -    979,737.5   (mgal)                       NAVD 88
 MR0353
 MR0353  VERT ORDER      -  FIRST     CLASS II
 MR0353
 MR0353.The horizontal coordinates were scaled from a map and have
 MR0353.an estimated accuracy of +/- 6 seconds.
 MR0353
 MR0353.The orthometric height was determined by differential leveling and
 MR0353.adjusted by the NATIONAL GEODETIC SURVEY
 MR0353.in June 1991.
 MR0353
 MR0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0353.GEOID18 height accuracy estimate available here.
 MR0353
 MR0353.Click photographs - Photos may exist for this station.
 MR0353
 MR0353.The dynamic height is computed by dividing the NAVD 88
 MR0353.geopotential number by the normal gravity value computed on the
 MR0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0353.degrees latitude (g = 980.6199 gals.).
 MR0353
 MR0353.The modeled gravity was interpolated from observed gravity values.
 MR0353
 MR0353;                    North         East    Units  Estimated Accuracy
 MR0353;SPC UT N     - 1,079,620.      490,030.      MT  (+/- 180 meters Scaled)
 MR0353
 MR0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL480445(NAD 83)
 MR0353
 MR0353                          SUPERSEDED SURVEY CONTROL
 MR0353
 MR0353  NGVD 29 (??/??/92) 1564.016  (m)         5131.28   (f) SUPERSEDED  1 2
 MR0353  NGVD 29 (06/08/92) 1564.106  (m)         5131.57   (f) ADJUSTED    1 2
 MR0353
 MR0353.Superseded values are not recommended for survey control.
 MR0353
 MR0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0353.See file dsdata.pdf to determine how the superseded data were derived.
 MR0353
 MR0353_MARKER: DB = BENCH MARK DISK
 MR0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0353_STAMPING: L 135 1958
 MR0353_MARK LOGO: CGS
 MR0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0353+STABILITY: SURFACE MOTION
 MR0353
 MR0353  HISTORY     - Date     Condition        Report By
 MR0353  HISTORY     - 1958     MONUMENTED       CGS
 MR0353  HISTORY     - 1983     GOOD             NGS
 MR0353
 MR0353                          STATION DESCRIPTION
 MR0353
 MR0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0353'2.85 MI E FROM MORGAN.
 MR0353'ABOUT 2.85 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0353'STATION AT MORGAN, 5 TELEPHONE POLES WEST OF MILE POST 965, 89 FEET
 MR0353'SOUTH-SOUTHEAST OF THE CENTER LINE OF A PRIVATE ROAD CROSSING, 81 FEET
 MR0353'SOUTH OF THE NEAR RAIL, 25 FEET EAST OF THE CENTER LINE OF A STEEL
 MR0353'GATE, 3 1/2 FEET NORTHWEST OF A CONCRETE FENCE CORNER, 1 1/2 FEET
 MR0353'SOUTH OF A METAL WITNESS POST, ABOUT 7 FEET BELOW THE TRACK, AND IN
 MR0353'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 MR0353
 MR0353                          STATION RECOVERY (1983)
 MR0353
 MR0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0353'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0261 ***********************************************************************
 LO0261  DESIGNATION -  L 136
 LO0261  PID         -  LO0261
 LO0261  STATE/COUNTY-  UT/SUMMIT
 LO0261  COUNTRY     -  US
 LO0261  USGS QUAD   -  COALVILLE (2017)
 LO0261
 LO0261                         *CURRENT SURVEY CONTROL
 LO0261  ______________________________________________________________________
 LO0261* NAD 83(1986) POSITION- 40 57 41.     (N) 111 24 39.     (W)   SCALED
 LO0261* NAVD 88 ORTHO HEIGHT -  1698.530 (meters)     5572.59  (feet) ADJUSTED
 LO0261  ______________________________________________________________________
 LO0261  GEOID HEIGHT    -        -15.910 (meters)                     GEOID18
 LO0261  DYNAMIC HEIGHT  -       1697.029 (meters)     5567.67  (feet) COMP
 LO0261  MODELED GRAVITY -    979,681.2   (mgal)                       NAVD 88
 LO0261
 LO0261  VERT ORDER      -  FIRST     CLASS II
 LO0261
 LO0261.The horizontal coordinates were scaled from a map and have
 LO0261.an estimated accuracy of +/- 6 seconds.
 LO0261
 LO0261.The orthometric height was determined by differential leveling and
 LO0261.adjusted by the NATIONAL GEODETIC SURVEY
 LO0261.in June 1991.
 LO0261
 LO0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0261.GEOID18 height accuracy estimate available here.
 LO0261
 LO0261.Click photographs - Photos may exist for this station.
 LO0261
 LO0261.The dynamic height is computed by dividing the NAVD 88
 LO0261.geopotential number by the normal gravity value computed on the
 LO0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0261.degrees latitude (g = 980.6199 gals.).
 LO0261
 LO0261.The modeled gravity was interpolated from observed gravity values.
 LO0261
 LO0261;                    North         East    Units  Estimated Accuracy
 LO0261;SPC UT N     - 1,069,750.      507,510.      MT  (+/- 180 meters Scaled)
 LO0261
 LO0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL654345(NAD 83)
 LO0261
 LO0261                          SUPERSEDED SURVEY CONTROL
 LO0261
 LO0261  NGVD 29 (??/??/92) 1697.251  (m)         5568.40   (f) ADJ UNCH    1 2
 LO0261
 LO0261.Superseded values are not recommended for survey control.
 LO0261
 LO0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0261.See file dsdata.pdf to determine how the superseded data were derived.
 LO0261
 LO0261_MARKER: DB = BENCH MARK DISK
 LO0261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0261_SP_SET: BRIDGE
 LO0261_STAMPING: L 136 1958
 LO0261_MARK LOGO: CGS
 LO0261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0261
 LO0261  HISTORY     - Date     Condition        Report By
 LO0261  HISTORY     - 1958     MONUMENTED       CGS
 LO0261
 LO0261                          STATION DESCRIPTION
 LO0261
 LO0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LO0261'1.7 MI SE FROM ECHO.
 LO0261'ABOUT 1.7 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LO0261'STATION AT ECHO, 5 POLES SOUTHWEST OF MILEPOST 2, IN THE TOP OF THE
 LO0261'NORTHEAST END OF THE WEST HEAD WALL OF BRIDGE 215, ABOUT 180 FEET
 LO0261'SOUTHWEST OF U. S. HIGHWAY 89, ABOUT 6 FEET WEST OF THE TRACKS, AND
 LO0261'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0084 ***********************************************************************
 HO0084  DESIGNATION -  L 137
 HO0084  PID         -  HO0084
 HO0084  STATE/COUNTY-  UT/KANE
 HO0084  COUNTRY     -  US
 HO0084  USGS QUAD   -  JOHNSON LAKES (2017)
 HO0084
 HO0084                         *CURRENT SURVEY CONTROL
 HO0084  ______________________________________________________________________
 HO0084* NAD 83(1986) POSITION- 37 02 12.4    (N) 112 22 01.7    (W)   HD_HELD2
 HO0084* NAVD 88 ORTHO HEIGHT -  1552.850 (meters)     5094.64  (feet) ADJUSTED
 HO0084  ______________________________________________________________________
 HO0084  GEOID HEIGHT    -        -22.163 (meters)                     GEOID18
 HO0084  DYNAMIC HEIGHT  -       1551.047 (meters)     5088.73  (feet) COMP
 HO0084  MODELED GRAVITY -    979,415.4   (mgal)                       NAVD 88
 HO0084
 HO0084  VERT ORDER      -  FIRST     CLASS II
 HO0084
 HO0084.The horizontal coordinates were established by autonomous hand held GPS
 HO0084.observations and have an estimated accuracy of +/- 10 meters.
 HO0084
 HO0084.The orthometric height was determined by differential leveling and
 HO0084.adjusted by the NATIONAL GEODETIC SURVEY
 HO0084.in June 1991.
 HO0084
 HO0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0084.GEOID18 height accuracy estimate available here.
 HO0084
 HO0084.Click photographs - Photos may exist for this station.
 HO0084
 HO0084.The dynamic height is computed by dividing the NAVD 88
 HO0084.geopotential number by the normal gravity value computed on the
 HO0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0084.degrees latitude (g = 980.6199 gals.).
 HO0084
 HO0084.The modeled gravity was interpolated from observed gravity values.
 HO0084
 HO0084;                    North         East    Units  Estimated Accuracy
 HO0084;SPC UT S     - 3,041,434.      422,850.      MT  (+/- 10 meters HH2 GPS)
 HO0084
 HO0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF7841299826(NAD 83)
 HO0084
 HO0084                          SUPERSEDED SURVEY CONTROL
 HO0084
 HO0084  NGVD 29 (??/??/92) 1551.865  (m)         5091.41   (f) ADJ UNCH    1 2
 HO0084
 HO0084.Superseded values are not recommended for survey control.
 HO0084
 HO0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0084.See file dsdata.pdf to determine how the superseded data were derived.
 HO0084
 HO0084_MARKER: DB = BENCH MARK DISK
 HO0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0084_STAMPING: L 137 1962
 HO0084_MARK LOGO: CGS
 HO0084_PROJECTION: FLUSH
 HO0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0084+STABILITY: SURFACE MOTION
 HO0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HO0084+SATELLITE: SATELLITE OBSERVATIONS - December 25, 2006
 HO0084
 HO0084  HISTORY     - Date     Condition        Report By
 HO0084  HISTORY     - 1962     MONUMENTED       CGS
 HO0084  HISTORY     - 1983     GOOD             NGS
 HO0084  HISTORY     - 20061225 GOOD             INDIV
 HO0084
 HO0084                          STATION DESCRIPTION
 HO0084
 HO0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0084'9.95 MI E FROM KANAB.
 HO0084'ABOUT 9.95 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY SAINTS
 HO0084'CHURCH AT KANAB.  167 FEET SOUTH OF THE CENTER OF THE INTERSECTIONS OF
 HO0084'U.S. HIGHWAY 89, STATE HIGHWAY 136 LEADING NORTH AND A DIRT ROAD
 HO0084'LEADING SOUTH.  164 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 89,
 HO0084'40 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD LEADING SOUTH, 10
 HO0084'FEET NORTHWEST OF A POWER POLE, 2 FEET EAST OF A FENCE, 1.4 FEET SOUTH
 HO0084'OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE DIRT ROAD
 HO0084'AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 HO0084'CONCRETE POST PROJECTING 5 INCHES.
 HO0084
 HO0084                          STATION RECOVERY (1983)
 HO0084
 HO0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0084'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  15.4 METERS
 HO0084'(9.6 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0084'SAINTS IN KANAB, 0.15 KM (0.1 MI) EAST OF MILEPOST 55, AT THE
 HO0084'Y-JUNCTION OF JOHNSON CANYON ROAD, 50.0 METERS (164 FT) SOUTH OF THE
 HO0084'HIGHWAY CENTERLINE, 12.2 METERS (40 FT) WEST OF THE CENTER OF A DIRT
 HO0084'ROAD, 3.0 METERS (10 FT) NORTH-NORTHWEST OF A POWER POLE, 0.6 METER
 HO0084'(2 FT) EAST OF A BARB WIRE FENCE.
 HO0084'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 HO0084'THE MARK IS 0.6 M ABOVE THE DIRT ROAD.
 HO0084
 HO0084                          STATION RECOVERY (2006)
 HO0084
 HO0084'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RW)
 HO0084'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0104 ***********************************************************************
 HO0104  DESIGNATION -  L 138
 HO0104  PID         -  HO0104
 HO0104  STATE/COUNTY-  UT/KANE
 HO0104  COUNTRY     -  US
 HO0104  USGS QUAD   -  EIGHTMILE PASS (2017)
 HO0104
 HO0104                         *CURRENT SURVEY CONTROL
 HO0104  ______________________________________________________________________
 HO0104* NAD 83(1986) POSITION- 37 08 26.1    (N) 112 04 31.6    (W)   HD_HELD2
 HO0104* NAVD 88 ORTHO HEIGHT -  1640.697 (meters)     5382.85  (feet) ADJUSTED
 HO0104  ______________________________________________________________________
 HO0104  GEOID HEIGHT    -        -22.180 (meters)                     GEOID18
 HO0104  DYNAMIC HEIGHT  -       1638.763 (meters)     5376.51  (feet) COMP
 HO0104  MODELED GRAVITY -    979,394.4   (mgal)                       NAVD 88
 HO0104
 HO0104  VERT ORDER      -  FIRST     CLASS II
 HO0104
 HO0104.The horizontal coordinates were established by autonomous hand held GPS
 HO0104.observations and have an estimated accuracy of +/- 10 meters.
 HO0104
 HO0104.The orthometric height was determined by differential leveling and
 HO0104.adjusted by the NATIONAL GEODETIC SURVEY
 HO0104.in June 1991.
 HO0104
 HO0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0104.GEOID18 height accuracy estimate available here.
 HO0104
 HO0104.Click photographs - Photos may exist for this station.
 HO0104
 HO0104.The dynamic height is computed by dividing the NAVD 88
 HO0104.geopotential number by the normal gravity value computed on the
 HO0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0104.degrees latitude (g = 980.6199 gals.).
 HO0104
 HO0104.The modeled gravity was interpolated from observed gravity values.
 HO0104
 HO0104;                    North         East    Units  Estimated Accuracy
 HO0104;SPC UT S     - 3,052,754.      448,873.      MT  (+/- 10 meters HH2 GPS)
 HO0104
 HO0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0448611009(NAD 83)
 HO0104
 HO0104                          SUPERSEDED SURVEY CONTROL
 HO0104
 HO0104  NGVD 29 (??/??/92) 1639.674  (m)         5379.50   (f) ADJ UNCH    1 2
 HO0104
 HO0104.Superseded values are not recommended for survey control.
 HO0104
 HO0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0104.See file dsdata.pdf to determine how the superseded data were derived.
 HO0104
 HO0104_MARKER: DB = BENCH MARK DISK
 HO0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0104_STAMPING: L 138 1962
 HO0104_MARK LOGO: CGS
 HO0104_PROJECTION: PROJECTING 12 CENTIMETERS
 HO0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0104+STABILITY: SURFACE MOTION
 HO0104
 HO0104  HISTORY     - Date     Condition        Report By
 HO0104  HISTORY     - 1962     MONUMENTED       CGS
 HO0104  HISTORY     - 1983     GOOD             NGS
 HO0104
 HO0104                          STATION DESCRIPTION
 HO0104
 HO0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0104'28.8 MI E FROM KANAB.
 HO0104'ABOUT 28.8 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY SAINTS
 HO0104'CHURCH AT KANAB, 1.0 MILES NORTHEAST OF A BRIDGE OVER BUCKSKIN GULCH,
 HO0104'0.45 MILES NORTHEAST OF MILEPOST NUMBER 28, 158 FEET SOUTHEAST OF THE
 HO0104'CENTERLINE OF THE HIGHWAY, 140 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 HO0104'END OF A METAL CULVERT, 25 FEET NORTH OF A POWER LINE POLE, 1.5 FEET
 HO0104'NORTHWEST OF A FENCE, 1.8 FEET SOUTHEAST OF A METAL WITNESS POST,
 HO0104'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HO0104'PROJECTING 6 INCHES.
 HO0104
 HO0104                          STATION RECOVERY (1983)
 HO0104
 HO0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0104'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  45.25 KM
 HO0104'(28.3 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0104'SAINTS IN KANAB, 1.6 KM (1.0 MI) NORTHEAST OF THE BRIDGE OVER THE
 HO0104'KITCHEN CORRAL WASH, 0.3 KM (0.2 MI) SOUTHWEST OF MILEPOST 36,
 HO0104'48.1 METERS (158 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 42.6 METERS
 HO0104'(140 FT) EAST-SOUTHEAST OF THE SOUTHEAST END OF A 30-INCH CORRUGATED
 HO0104'METAL PIPE CULVERT, 7.6 METERS (25 FT) NORTH OF POWER POLE 68,
 HO0104'0.45 METER (1.5 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 HO0104'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 HO0104'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0532 ***********************************************************************
 HN0532  DESIGNATION -  L 139
 HN0532  PID         -  HN0532
 HN0532  STATE/COUNTY-  UT/KANE
 HN0532  COUNTRY     -  US
 HN0532  USGS QUAD   -  BRIDGER POINT (2017)
 HN0532
 HN0532                         *CURRENT SURVEY CONTROL
 HN0532  ______________________________________________________________________
 HN0532* NAD 83(1986) POSITION- 37 05 55.98   (N) 111 47 10.02   (W)   HD_HELD1
 HN0532* NAVD 88 ORTHO HEIGHT -  1384.257 (meters)     4541.52  (feet) ADJUSTED
 HN0532  ______________________________________________________________________
 HN0532  GEOID HEIGHT    -        -22.903 (meters)                     GEOID18
 HN0532  DYNAMIC HEIGHT  -       1382.666 (meters)     4536.30  (feet) COMP
 HN0532  MODELED GRAVITY -    979,433.9   (mgal)                       NAVD 88
 HN0532
 HN0532  VERT ORDER      -  FIRST     CLASS II
 HN0532
 HN0532.The horizontal coordinates were determined by differentially corrected
 HN0532.hand held GPS observations or other comparable positioning techniques
 HN0532.and have an estimated accuracy of +/- 3 meters.
 HN0532
 HN0532.The orthometric height was determined by differential leveling and
 HN0532.adjusted by the NATIONAL GEODETIC SURVEY
 HN0532.in June 1991.
 HN0532
 HN0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0532.GEOID18 height accuracy estimate available here.
 HN0532
 HN0532.Click photographs - Photos may exist for this station.
 HN0532
 HN0532.The dynamic height is computed by dividing the NAVD 88
 HN0532.geopotential number by the normal gravity value computed on the
 HN0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0532.degrees latitude (g = 980.6199 gals.).
 HN0532
 HN0532.The modeled gravity was interpolated from observed gravity values.
 HN0532
 HN0532;                    North         East    Units  Estimated Accuracy
 HN0532;SPC UT S     - 3,048,008.0     474,564.8     MT  (+/- 3 meters HH1 GPS) 
 HN0532
 HN0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG3014406130(NAD 83)
 HN0532
 HN0532                          SUPERSEDED SURVEY CONTROL
 HN0532
 HN0532  NGVD 29 (??/??/92) 1383.312  (m)         4538.42   (f) ADJ UNCH    1 2
 HN0532
 HN0532.Superseded values are not recommended for survey control.
 HN0532
 HN0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0532.See file dsdata.pdf to determine how the superseded data were derived.
 HN0532
 HN0532_MARKER: DB = BENCH MARK DISK
 HN0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0532_STAMPING: L 139 1962
 HN0532_MARK LOGO: CGS
 HN0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0532+STABILITY: SURFACE MOTION
 HN0532
 HN0532  HISTORY     - Date     Condition        Report By
 HN0532  HISTORY     - 1962     MONUMENTED       CGS
 HN0532  HISTORY     - 1983     GOOD             NGS
 HN0532
 HN0532                          STATION DESCRIPTION
 HN0532
 HN0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0532'22.35 MI W FROM PAGE, AZ.
 HN0532'ABOUT 22.35 MILES WEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END OF
 HN0532'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.4 MILE EAST OF MILEPOST
 HN0532'NUMBER 50, 256 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 98 FEET
 HN0532'EAST OF A POWER LINE POLE, 2 FEET SOUTH OF A FENCE, 2 FEET NORTH OF A
 HN0532'METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 HN0532'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HN0532
 HN0532                          STATION RECOVERY (1983)
 HN0532
 HN0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0532'RECOVERED IN GOOD CONDITION.  OMIT--0.4 MI EAST OF MILEPOST 50.
 HN0532'ADD--0.65 KM (0.4 MI) WEST OF MILEPOST 14.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0212 ***********************************************************************
 JM0212  DESIGNATION -  L 14
 JM0212  PID         -  JM0212
 JM0212  STATE/COUNTY-  UT/GRAND
 JM0212  COUNTRY     -  US
 JM0212  USGS QUAD   -  CISCO (2017)
 JM0212
 JM0212                         *CURRENT SURVEY CONTROL
 JM0212  ______________________________________________________________________
 JM0212* NAD 83(1986) POSITION- 38 59 22.     (N) 109 16 21.     (W)   SCALED
 JM0212* NAVD 88 ORTHO HEIGHT -  1318.350 (meters)     4325.29  (feet) POSTED
 JM0212  ______________________________________________________________________
 JM0212  GEOID HEIGHT    -        -19.056 (meters)                     GEOID18
 JM0212  DYNAMIC HEIGHT  -       1317.09  (meters)     4321.2   (feet) COMP
 JM0212  MODELED GRAVITY -    979,625.1   (mgal)                       NAVD 88
 JM0212
 JM0212  VERT ORDER      -  * POSTED, SEE BELOW
 JM0212
 JM0212.The horizontal coordinates were scaled from a map and have
 JM0212.an estimated accuracy of +/- 6 seconds.
 JM0212
 JM0212.The orthometric height was determined by differential leveling
 JM0212.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JM0212
 JM0212.* This is a POSTED BENCH MARK height.
 JM0212
 JM0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0212.GEOID18 height accuracy estimate available here.
 JM0212
 JM0212.Click photographs - Photos may exist for this station.
 JM0212
 JM0212.The dynamic height is computed by dividing the NAVD 88
 JM0212.geopotential number by the normal gravity value computed on the
 JM0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0212.degrees latitude (g = 980.6199 gals.).
 JM0212
 JM0212.The modeled gravity was interpolated from observed gravity values.
 JM0212
 JM0212;                    North         East    Units  Estimated Accuracy
 JM0212;SPC UT C     - 2,075,250.      692,970.      MT  (+/- 180 meters Scaled)
 JM0212
 JM0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ496170(NAD 83)
 JM0212
 JM0212                          SUPERSEDED SURVEY CONTROL
 JM0212
 JM0212  NGVD 29 (??/??/92) 1317.347  (m)         4322.00   (f) ADJ UNCH    1 2
 JM0212
 JM0212.Superseded values are not recommended for survey control.
 JM0212
 JM0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0212.See file dsdata.pdf to determine how the superseded data were derived.
 JM0212
 JM0212_MARKER: DB = BENCH MARK DISK
 JM0212_SETTING: 66 = SET IN ROCK OUTCROP
 JM0212_STAMPING: 4321.996 L 14 1927
 JM0212_MARK LOGO: CGS
 JM0212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0212+STABILITY: POSITION/ELEVATION WELL
 JM0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0212+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1969
 JM0212
 JM0212  HISTORY     - Date     Condition        Report By
 JM0212  HISTORY     - 1927     MONUMENTED       CGS
 JM0212  HISTORY     - 1934     GOOD             CGS
 JM0212  HISTORY     - 19690730 GOOD             USGS
 JM0212
 JM0212                          STATION DESCRIPTION
 JM0212
 JM0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0212'3.5 MI E FROM CISCO.
 JM0212'3.5 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JM0212'CISCO, GRAND COUNTY, ABOUT 140 YARDS EAST OF MILEPOST 501, 18 FEET
 JM0212'NORTH OF THE CENTERLINE OF THE TRACK, ABOUT 3 FEET LOWER THAN THE
 JM0212'TRACK, AND IN A ROCK LEDGE.  A STANDARD DISK, STAMPED 4321.996 L 14
 JM0212'1927.
 JM0212
 JM0212                          STATION RECOVERY (1969)
 JM0212
 JM0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JM0212'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0078 ***********************************************************************
 HN0078  DESIGNATION -  L 140
 HN0078  PID         -  HN0078
 HN0078  STATE/COUNTY-  UT/SAN JUAN
 HN0078  COUNTRY     -  US
 HN0078  USGS QUAD   -  MOSS BACK BUTTE (2017)
 HN0078
 HN0078                         *CURRENT SURVEY CONTROL
 HN0078  ______________________________________________________________________
 HN0078* NAD 83(1986) POSITION- 37 30 41.     (N) 110 06 12.     (W)   SCALED
 HN0078* NAVD 88 ORTHO HEIGHT -  1721.797 (meters)     5648.93  (feet) ADJUSTED
 HN0078  ______________________________________________________________________
 HN0078  GEOID HEIGHT    -        -20.410 (meters)                     GEOID18
 HN0078  DYNAMIC HEIGHT  -       1719.812 (meters)     5642.42  (feet) COMP
 HN0078  MODELED GRAVITY -    979,416.9   (mgal)                       NAVD 88
 HN0078
 HN0078  VERT ORDER      -  FIRST     CLASS II
 HN0078
 HN0078.The horizontal coordinates were scaled from a map and have
 HN0078.an estimated accuracy of +/- 6 seconds.
 HN0078
 HN0078.The orthometric height was determined by differential leveling and
 HN0078.adjusted by the NATIONAL GEODETIC SURVEY
 HN0078.in June 1991.
 HN0078
 HN0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0078.GEOID18 height accuracy estimate available here.
 HN0078
 HN0078.Click photographs - Photos may exist for this station.
 HN0078
 HN0078.The dynamic height is computed by dividing the NAVD 88
 HN0078.geopotential number by the normal gravity value computed on the
 HN0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0078.degrees latitude (g = 980.6199 gals.).
 HN0078
 HN0078.The modeled gravity was interpolated from observed gravity values.
 HN0078
 HN0078;                    North         East    Units  Estimated Accuracy
 HN0078;SPC UT S     - 3,094,670.      623,470.      MT  (+/- 180 meters Scaled)
 HN0078
 HN0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG792519(NAD 83)
 HN0078
 HN0078                          SUPERSEDED SURVEY CONTROL
 HN0078
 HN0078  NGVD 29 (??/??/92) 1720.757  (m)         5645.52   (f) ADJ UNCH    1 2
 HN0078
 HN0078.Superseded values are not recommended for survey control.
 HN0078
 HN0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0078.See file dsdata.pdf to determine how the superseded data were derived.
 HN0078
 HN0078_MARKER: DB = BENCH MARK DISK
 HN0078_SETTING: 66 = SET IN ROCK OUTCROP
 HN0078_STAMPING: L 140 1962
 HN0078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0078+STABILITY: POSITION/ELEVATION WELL
 HN0078
 HN0078  HISTORY     - Date     Condition        Report By
 HN0078  HISTORY     - 1962     MONUMENTED       CGS
 HN0078  HISTORY     - 1982     GOOD             USGS
 HN0078  HISTORY     - 1982     GOOD             USGS
 HN0078
 HN0078                          STATION DESCRIPTION
 HN0078
 HN0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0078'18.75 MI S FROM FRY CANYON.
 HN0078'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0078'AT FRY CANYON.  THENCE 6.25 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 HN0078'164 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 54.0 FEET SOUTHEAST
 HN0078'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 HN0078'OF A FLAT ROCK OUTCROP WHICH PROJECTS ABOUT 1-FOOT ABOVE THE GROUND.
 HN0078
 HN0078                          STATION RECOVERY (1982)
 HN0078
 HN0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0078'ABOUT 12.0 MILES SOUTHEAST ALONG STATE HWY . 95 ( BICENTENNIAL HWY),
 HN0078'FROM THE POST OFFICE AT FRY CANYON, THENCE 5.9 MILES SOUTHWEST ALONG
 HN0078'STATE HWY. 263, APPROX. 470 FEET SOUTHEAST OF THE CENTERLINE OF THE
 HN0078'HIGHWAY, 164 FEET SOUTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY
 HN0078'SCAR, 54 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET IN TOP OF A
 HN0078'FLAT ROCK OUTCROP WHICH PROJECTS ABOUT ONE FOOT ABOVE THE GROUND.
 HN0078
 HN0078                          STATION RECOVERY (1982)
 HN0078
 HN0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0078'ABOUT 12.0 MILES SOUTHEAST ALONG STATE HWY . 95 ( BICENTENNIAL HWY),
 HN0078'FROM THE POST OFFICE AT FRY CANYON, THENCE 5.9 MILES SOUTHWEST ALONG
 HN0078'STATE HWY. 263, APPROX. 470 FEET SOUTHEAST OF THE CENTERLINE OF THE
 HN0078'HIGHWAY, 164 FEET SOUTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY
 HN0078'SCAR, 54 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET IN TOP OF A
 HN0078'FLAT ROCK OUTCROP WHICH PROJECTS ABOUT ONE FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0158 ***********************************************************************
 HN0158  DESIGNATION -  L 141
 HN0158  PID         -  HN0158
 HN0158  STATE/COUNTY-  UT/SAN JUAN
 HN0158  COUNTRY     -  US
 HN0158  USGS QUAD   -  WHIRLWIND DRAW (2017)
 HN0158
 HN0158                         *CURRENT SURVEY CONTROL
 HN0158  ______________________________________________________________________
 HN0158* NAD 83(1986) POSITION- 37 19 46.     (N) 110 21 03.     (W)   SCALED
 HN0158* NAVD 88 ORTHO HEIGHT -  1230.416 (meters)     4036.79  (feet) ADJUSTED
 HN0158  ______________________________________________________________________
 HN0158  GEOID HEIGHT    -        -21.669 (meters)                     GEOID18
 HN0158  DYNAMIC HEIGHT  -       1229.078 (meters)     4032.40  (feet) COMP
 HN0158  MODELED GRAVITY -    979,501.7   (mgal)                       NAVD 88
 HN0158
 HN0158  VERT ORDER      -  FIRST     CLASS II
 HN0158
 HN0158.The horizontal coordinates were scaled from a map and have
 HN0158.an estimated accuracy of +/- 6 seconds.
 HN0158
 HN0158.The orthometric height was determined by differential leveling and
 HN0158.adjusted by the NATIONAL GEODETIC SURVEY
 HN0158.in June 1991.
 HN0158
 HN0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0158.GEOID18 height accuracy estimate available here.
 HN0158
 HN0158.Click photographs - Photos may exist for this station.
 HN0158
 HN0158.The dynamic height is computed by dividing the NAVD 88
 HN0158.geopotential number by the normal gravity value computed on the
 HN0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0158.degrees latitude (g = 980.6199 gals.).
 HN0158
 HN0158.The modeled gravity was interpolated from observed gravity values.
 HN0158
 HN0158;                    North         East    Units  Estimated Accuracy
 HN0158;SPC UT S     - 3,074,180.      601,840.      MT  (+/- 180 meters Scaled)
 HN0158
 HN0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG575316(NAD 83)
 HN0158
 HN0158                          SUPERSEDED SURVEY CONTROL
 HN0158
 HN0158  NGVD 29 (??/??/92) 1229.513  (m)         4033.83   (f) ADJ UNCH    1 2
 HN0158
 HN0158.Superseded values are not recommended for survey control.
 HN0158
 HN0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0158.See file dsdata.pdf to determine how the superseded data were derived.
 HN0158
 HN0158_MARKER: DB = BENCH MARK DISK
 HN0158_SETTING: 66 = SET IN ROCK OUTCROP
 HN0158_STAMPING: L 141 1962
 HN0158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0158+STABILITY: POSITION/ELEVATION WELL
 HN0158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0158+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2012
 HN0158
 HN0158  HISTORY     - Date     Condition        Report By
 HN0158  HISTORY     - 1962     MONUMENTED       CGS
 HN0158  HISTORY     - 20120906 GOOD             GEOCAC
 HN0158
 HN0158                          STATION DESCRIPTION
 HN0158
 HN0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0158'40.4 MI S FROM FRY CANYON.
 HN0158'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH STATE HIGHWAY 95 FROM THE POST
 HN0158'OFFICE AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT
 HN0158'ROAD.  THENCE 8.4 MILES SOUTHWEST ALONG A BULLDOZED ROAD LEADING TO
 HN0158'THE SAN JUAN RIVER, 182 FEET EAST OF THE CENTERLINE OF THE ROAD, 79
 HN0158'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 HN0158'SET IN THE TOP OF A LARGE FLAT ROCK OUTCROP PROJECTING ABOUT 4 INCHES.
 HN0158
 HN0158                          STATION RECOVERY (2012)
 HN0158
 HN0158'RECOVERY NOTE BY GEOCACHING 2012 (BA)
 HN0158'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0180 ***********************************************************************
 HN0180  DESIGNATION -  L 142
 HN0180  PID         -  HN0180
 HN0180  STATE/COUNTY-  UT/SAN JUAN
 HN0180  COUNTRY     -  US
 HN0180  USGS QUAD   -  GOULDING (2017)
 HN0180
 HN0180                         *CURRENT SURVEY CONTROL
 HN0180  ______________________________________________________________________
 HN0180* NAD 83(1986) POSITION- 37 00 38.     (N) 110 12 04.     (W)   SCALED
 HN0180* NAVD 88 ORTHO HEIGHT -  1585.974 (meters)     5203.32  (feet) ADJUSTED
 HN0180  ______________________________________________________________________
 HN0180  GEOID HEIGHT    -        -20.952 (meters)                     GEOID18
 HN0180  DYNAMIC HEIGHT  -       1584.148 (meters)     5197.33  (feet) COMP
 HN0180  MODELED GRAVITY -    979,423.3   (mgal)                       NAVD 88
 HN0180
 HN0180  VERT ORDER      -  FIRST     CLASS II
 HN0180
 HN0180.The horizontal coordinates were scaled from a map and have
 HN0180.an estimated accuracy of +/- 6 seconds.
 HN0180
 HN0180.The orthometric height was determined by differential leveling and
 HN0180.adjusted by the NATIONAL GEODETIC SURVEY
 HN0180.in June 1991.
 HN0180
 HN0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0180.GEOID18 height accuracy estimate available here.
 HN0180
 HN0180.Click photographs - Photos may exist for this station.
 HN0180
 HN0180.The dynamic height is computed by dividing the NAVD 88
 HN0180.geopotential number by the normal gravity value computed on the
 HN0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0180.degrees latitude (g = 980.6199 gals.).
 HN0180
 HN0180.The modeled gravity was interpolated from observed gravity values.
 HN0180
 HN0180;                    North         East    Units  Estimated Accuracy
 HN0180;SPC UT S     - 3,038,970.      615,600.      MT  (+/- 180 meters Scaled)
 HN0180
 HN0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF710963(NAD 83)
 HN0180
 HN0180                          SUPERSEDED SURVEY CONTROL
 HN0180
 HN0180  NGVD 29 (??/??/92) 1585.064  (m)         5200.33   (f) ADJ UNCH    1 2
 HN0180
 HN0180.Superseded values are not recommended for survey control.
 HN0180
 HN0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0180.See file dsdata.pdf to determine how the superseded data were derived.
 HN0180
 HN0180_MARKER: DB = BENCH MARK DISK
 HN0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0180_STAMPING: L 142 1962
 HN0180_MARK LOGO: CGS
 HN0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0180+STABILITY: SURFACE MOTION
 HN0180
 HN0180  HISTORY     - Date     Condition        Report By
 HN0180  HISTORY     - 1962     MONUMENTED       CGS
 HN0180  HISTORY     - 1983     GOOD             NGS
 HN0180
 HN0180                          STATION DESCRIPTION
 HN0180
 HN0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0180'0.4 MI N FROM GOULDING TR. POST.
 HN0180'ABOUT 0.4 MILE NORTH ALONG A DIRT ROAD FROM GOULDINGS TRADING POST IN
 HN0180'UTAH, AT THE SOUTHEAST END OF THE MONUMENT VALLEY LANDING STRIP, 103
 HN0180'FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE LANDING STRIP OR RUNWAY,
 HN0180'101 FEET NORTHEAST OF THE SOUTH END OF THE RUNWAY, 14 FEET WEST OF THE
 HN0180'CENTERLINE OF A BLADED ROAD WHICH RUNS ALONG THE RUNWAY, 2.4 FEET WEST
 HN0180'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE BLADED
 HN0180'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 HN0180
 HN0180                          STATION RECOVERY (1983)
 HN0180
 HN0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0180'RECOVERED IN GOOD CONDITION, NOT LEVELED DURING THIS SURVEY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0115 ***********************************************************************
 HN0115  DESIGNATION -  L 143
 HN0115  PID         -  HN0115
 HN0115  STATE/COUNTY-  UT/SAN JUAN
 HN0115  COUNTRY     -  US
 HN0115  USGS QUAD   -  OLJATO (2017)
 HN0115
 HN0115                         *CURRENT SURVEY CONTROL
 HN0115  ______________________________________________________________________
 HN0115* NAD 83(1986) POSITION- 37 00 05.     (N) 110 16 51.     (W)   SCALED
 HN0115* NAVD 88 ORTHO HEIGHT -  1549.303 (meters)     5083.00  (feet) ADJUSTED
 HN0115  ______________________________________________________________________
 HN0115  GEOID HEIGHT    -        -21.057 (meters)                     GEOID18
 HN0115  DYNAMIC HEIGHT  -       1547.516 (meters)     5077.14  (feet) COMP
 HN0115  MODELED GRAVITY -    979,423.1   (mgal)                       NAVD 88
 HN0115
 HN0115  VERT ORDER      -  FIRST     CLASS II
 HN0115
 HN0115.The horizontal coordinates were scaled from a map and have
 HN0115.an estimated accuracy of +/- 6 seconds.
 HN0115
 HN0115.The orthometric height was determined by differential leveling and
 HN0115.adjusted by the NATIONAL GEODETIC SURVEY
 HN0115.in June 1991.
 HN0115
 HN0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0115.GEOID18 height accuracy estimate available here.
 HN0115
 HN0115.Click photographs - Photos may exist for this station.
 HN0115
 HN0115.The dynamic height is computed by dividing the NAVD 88
 HN0115.geopotential number by the normal gravity value computed on the
 HN0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0115.degrees latitude (g = 980.6199 gals.).
 HN0115
 HN0115.The modeled gravity was interpolated from observed gravity values.
 HN0115
 HN0115;                    North         East    Units  Estimated Accuracy
 HN0115;SPC UT S     - 3,037,860.      608,520.      MT  (+/- 180 meters Scaled)
 HN0115
 HN0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF639952(NAD 83)
 HN0115
 HN0115                          SUPERSEDED SURVEY CONTROL
 HN0115
 HN0115  NGVD 29 (??/??/92) 1548.384  (m)         5079.99   (f) ADJ UNCH    1 2
 HN0115
 HN0115.Superseded values are not recommended for survey control.
 HN0115
 HN0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0115.See file dsdata.pdf to determine how the superseded data were derived.
 HN0115
 HN0115_MARKER: DB = BENCH MARK DISK
 HN0115_SETTING: 66 = SET IN ROCK OUTCROP
 HN0115_STAMPING: L 143 1962
 HN0115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0115+STABILITY: POSITION/ELEVATION WELL
 HN0115
 HN0115  HISTORY     - Date     Condition        Report By
 HN0115  HISTORY     - 1962     MONUMENTED       CGS
 HN0115
 HN0115                          STATION DESCRIPTION
 HN0115
 HN0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0115'3.6 MI SE FROM OLJETO.
 HN0115'ABOUT 3.6 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE TRADING POST AT
 HN0115'OLJETO, 0.25 MILE WEST OF TWO INDIAN HOGANS, ABOUT 0.15 MILE
 HN0115'SOUTH-SOUTHWEST OF THE ROAD, 34.0 FEET SOUTHWEST OF A METAL WITNESS
 HN0115'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUNDS, AND SET IN THE TOP
 HN0115'OF THE BASE OF A ROCK CLIFF.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0549 ***********************************************************************
 HN0549  DESIGNATION -  L 143
 HN0549  PID         -  HN0549
 HN0549  STATE/COUNTY-  UT/KANE
 HN0549  COUNTRY     -  US
 HN0549  USGS QUAD   -  LONE ROCK (2017)
 HN0549
 HN0549                         *CURRENT SURVEY CONTROL
 HN0549  ______________________________________________________________________
 HN0549* NAD 83(1986) POSITION- 37 02 50.     (N) 111 36 31.     (W)   SCALED
 HN0549* NAVD 88 ORTHO HEIGHT -  1135.133 (meters)     3724.18  (feet) ADJUSTED
 HN0549  ______________________________________________________________________
 HN0549  GEOID HEIGHT    -        -23.337 (meters)                     GEOID18
 HN0549  DYNAMIC HEIGHT  -       1133.855 (meters)     3719.99  (feet) COMP
 HN0549  MODELED GRAVITY -    979,467.8   (mgal)                       NAVD 88
 HN0549
 HN0549  VERT ORDER      -  FIRST     CLASS II
 HN0549
 HN0549.The horizontal coordinates were scaled from a map and have
 HN0549.an estimated accuracy of +/- 6 seconds.
 HN0549
 HN0549.The orthometric height was determined by differential leveling and
 HN0549.adjusted by the NATIONAL GEODETIC SURVEY
 HN0549.in June 1991.
 HN0549
 HN0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0549.GEOID18 height accuracy estimate available here.
 HN0549
 HN0549.Click photographs - Photos may exist for this station.
 HN0549
 HN0549.The dynamic height is computed by dividing the NAVD 88
 HN0549.geopotential number by the normal gravity value computed on the
 HN0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0549.degrees latitude (g = 980.6199 gals.).
 HN0549
 HN0549.The modeled gravity was interpolated from observed gravity values.
 HN0549
 HN0549;                    North         East    Units  Estimated Accuracy
 HN0549;SPC UT S     - 3,042,240.      490,340.      MT  (+/- 180 meters Scaled)
 HN0549
 HN0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG458002(NAD 83)
 HN0549
 HN0549                          SUPERSEDED SURVEY CONTROL
 HN0549
 HN0549  NGVD 29 (??/??/92) 1134.224  (m)         3721.20   (f) ADJ UNCH    1 2
 HN0549
 HN0549.Superseded values are not recommended for survey control.
 HN0549
 HN0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0549.See file dsdata.pdf to determine how the superseded data were derived.
 HN0549
 HN0549_MARKER: DB = BENCH MARK DISK
 HN0549_SETTING: 66 = SET IN ROCK OUTCROP
 HN0549_STAMPING: L 143 1962
 HN0549_MARK LOGO: CGS
 HN0549_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0549+STABILITY: POSITION/ELEVATION WELL
 HN0549
 HN0549  HISTORY     - Date     Condition        Report By
 HN0549  HISTORY     - 1962     MONUMENTED       CGS
 HN0549
 HN0549                          STATION DESCRIPTION
 HN0549
 HN0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0549'12.7 MI NW FROM PAGE, AZ.
 HN0549'ABOUT 11.6 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 HN0549'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 1.1 MILES EAST
 HN0549'ALONG A DIRT ROAD AND ACROSS WAHWEAP CREEK TO THE NORTHEAST BANK OF
 HN0549'WAHWEAP CREEK, 0.25 MILE EAST OF A CORRAL AT WIREGRASS SPRING, ABOUT
 HN0549'0.3 MILE NORTHEAST OF THE MOUTH OF BLUE POOL WASH WHERE IT ENTERS
 HN0549'WAHWEAP CREEK, 26.3 FEET EAST OF A METAL WITNESS POST, ABOUT 10 FEET
 HN0549'ABOVE THE GROUND, AND SET IN THE TOP OF A SHELF OF A SOLID ROCK CLIFF.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0403 ***********************************************************************
 HN0403  DESIGNATION -  L 144
 HN0403  PID         -  HN0403
 HN0403  STATE/COUNTY-  UT/KANE
 HN0403  COUNTRY     -  US
 HN0403  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0403
 HN0403                         *CURRENT SURVEY CONTROL
 HN0403  ______________________________________________________________________
 HN0403* NAD 83(1986) POSITION- 37 04 30.     (N) 111 27 21.     (W)   SCALED
 HN0403* NAVD 88 ORTHO HEIGHT -  1150.884 (meters)     3775.86  (feet) ADJUSTED
 HN0403  ______________________________________________________________________
 HN0403  GEOID HEIGHT    -        -23.357 (meters)                     GEOID18
 HN0403  DYNAMIC HEIGHT  -       1149.589 (meters)     3771.61  (feet) COMP
 HN0403  MODELED GRAVITY -    979,467.7   (mgal)                       NAVD 88
 HN0403
 HN0403  VERT ORDER      -  FIRST     CLASS II
 HN0403
 HN0403.The horizontal coordinates were scaled from a map and have
 HN0403.an estimated accuracy of +/- 6 seconds.
 HN0403
 HN0403.The orthometric height was determined by differential leveling and
 HN0403.adjusted by the NATIONAL GEODETIC SURVEY
 HN0403.in June 1991.
 HN0403
 HN0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0403.GEOID18 height accuracy estimate available here.
 HN0403
 HN0403.Click photographs - Photos may exist for this station.
 HN0403
 HN0403.The dynamic height is computed by dividing the NAVD 88
 HN0403.geopotential number by the normal gravity value computed on the
 HN0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0403.degrees latitude (g = 980.6199 gals.).
 HN0403
 HN0403.The modeled gravity was interpolated from observed gravity values.
 HN0403
 HN0403;                    North         East    Units  Estimated Accuracy
 HN0403;SPC UT S     - 3,045,320.      503,930.      MT  (+/- 180 meters Scaled)
 HN0403
 HN0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG594032(NAD 83)
 HN0403
 HN0403                          SUPERSEDED SURVEY CONTROL
 HN0403
 HN0403  NGVD 29 (??/??/92) 1149.987  (m)         3772.92   (f) ADJ UNCH    1 2
 HN0403
 HN0403.Superseded values are not recommended for survey control.
 HN0403
 HN0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0403.See file dsdata.pdf to determine how the superseded data were derived.
 HN0403
 HN0403_MARKER: DB = BENCH MARK DISK
 HN0403_SETTING: 66 = SET IN ROCK OUTCROP
 HN0403_STAMPING: L 144 1962
 HN0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0403+STABILITY: POSITION/ELEVATION WELL
 HN0403
 HN0403  HISTORY     - Date     Condition        Report By
 HN0403  HISTORY     - 1962     MONUMENTED       CGS
 HN0403
 HN0403                          STATION DESCRIPTION
 HN0403
 HN0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0403'15.1 MI SE FROM GLEN CANYON CITY.
 HN0403'ABOUT 10.3 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0403'SERVICE STATION ON U.S. HIGHWAY 89 AT GLEN CANYON CITY.  THENCE 4.8
 HN0403'MILES SOUTHEAST ACROSS COUNTRY.  ABOUT 0.3 MILE NORTHWEST OF A LARGE
 HN0403'LONE ROCK BUTTE, SET IN THE TOP OF A SHELF ON THE NORTHEAST SIDE OF A
 HN0403'SANDSTONE OUTCROP, 250 FEET NORTH OF A POINT OF A CLIFF, 75 FEET
 HN0403'NORTHEAST OF THE NORTHEAST EDGE OF THE CLIFF, 24.5 FEET SOUTHWEST OF A
 HN0403'METAL WITNESS POST, AND ABOUT 6 FEET BELOW THE TOP OF THE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0204 ***********************************************************************
 HN0204  DESIGNATION -  L 145
 HN0204  PID         -  HN0204
 HN0204  STATE/COUNTY-  UT/KANE
 HN0204  COUNTRY     -  US
 HN0204  USGS QUAD   -  DAVIS GULCH (2017)
 HN0204
 HN0204                         *CURRENT SURVEY CONTROL
 HN0204  ______________________________________________________________________
 HN0204* NAD 83(1986) POSITION- 37 15 26.     (N) 110 57 46.     (W)   SCALED
 HN0204* NAVD 88 ORTHO HEIGHT -  1306.770 (meters)     4287.29  (feet) ADJUSTED
 HN0204  ______________________________________________________________________
 HN0204  GEOID HEIGHT    -        -22.722 (meters)                     GEOID18
 HN0204  DYNAMIC HEIGHT  -       1305.309 (meters)     4282.50  (feet) COMP
 HN0204  MODELED GRAVITY -    979,468.1   (mgal)                       NAVD 88
 HN0204
 HN0204  VERT ORDER      -  FIRST     CLASS II
 HN0204
 HN0204.The horizontal coordinates were scaled from a map and have
 HN0204.an estimated accuracy of +/- 6 seconds.
 HN0204
 HN0204.The orthometric height was determined by differential leveling and
 HN0204.adjusted by the NATIONAL GEODETIC SURVEY
 HN0204.in June 1991.
 HN0204
 HN0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0204.GEOID18 height accuracy estimate available here.
 HN0204
 HN0204.Click photographs - Photos may exist for this station.
 HN0204
 HN0204.The dynamic height is computed by dividing the NAVD 88
 HN0204.geopotential number by the normal gravity value computed on the
 HN0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0204.degrees latitude (g = 980.6199 gals.).
 HN0204
 HN0204.The modeled gravity was interpolated from observed gravity values.
 HN0204
 HN0204;                    North         East    Units  Estimated Accuracy
 HN0204;SPC UT S     - 3,065,680.      547,660.      MT  (+/- 180 meters Scaled)
 HN0204
 HN0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG033234(NAD 83)
 HN0204
 HN0204                          SUPERSEDED SURVEY CONTROL
 HN0204
 HN0204  NGVD 29 (??/??/92) 1305.798  (m)         4284.11   (f) ADJ UNCH    1 2
 HN0204
 HN0204.Superseded values are not recommended for survey control.
 HN0204
 HN0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0204.See file dsdata.pdf to determine how the superseded data were derived.
 HN0204
 HN0204_MARKER: DB = BENCH MARK DISK
 HN0204_SETTING: 66 = SET IN ROCK OUTCROP
 HN0204_STAMPING: L 145 1962
 HN0204_MARK LOGO: CGS
 HN0204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0204+STABILITY: POSITION/ELEVATION WELL
 HN0204
 HN0204  HISTORY     - Date     Condition        Report By
 HN0204  HISTORY     - 1962     MONUMENTED       CGS
 HN0204
 HN0204                          STATION DESCRIPTION
 HN0204
 HN0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0204'4.6 MI W FROM HOLE-IN-THE-ROCK.
 HN0204'4.6 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK, 35 FEET
 HN0204'NORTHWEST OF THE CENTERLINE OF THE ROAD, ABOUT 4 FEET ABOVE THE LEVEL
 HN0204'OF THE ROAD, AND SET IN THE TOP OF BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0268 ***********************************************************************
 HN0268  DESIGNATION -  L 146
 HN0268  PID         -  HN0268
 HN0268  STATE/COUNTY-  UT/KANE
 HN0268  COUNTRY     -  US
 HN0268  USGS QUAD   -  NASJA MESA (2017)
 HN0268
 HN0268                         *CURRENT SURVEY CONTROL
 HN0268  ______________________________________________________________________
 HN0268* NAD 83(1986) POSITION- 37 13 30.     (N) 110 57 20.     (W)   SCALED
 HN0268* NAVD 88 ORTHO HEIGHT -  1219.204 (meters)     4000.01  (feet) ADJUSTED
 HN0268  ______________________________________________________________________
 HN0268  GEOID HEIGHT    -        -22.762 (meters)                     GEOID18
 HN0268  DYNAMIC HEIGHT  -       1217.771 (meters)     3995.30  (feet) COMP
 HN0268  MODELED GRAVITY -    979,415.5   (mgal)                       NAVD 88
 HN0268
 HN0268  VERT ORDER      -  FIRST     CLASS II
 HN0268
 HN0268.The horizontal coordinates were scaled from a map and have
 HN0268.an estimated accuracy of +/- 6 seconds.
 HN0268
 HN0268.The orthometric height was determined by differential leveling and
 HN0268.adjusted by the NATIONAL GEODETIC SURVEY
 HN0268.in June 1991.
 HN0268
 HN0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0268.GEOID18 height accuracy estimate available here.
 HN0268
 HN0268.Click photographs - Photos may exist for this station.
 HN0268
 HN0268.The dynamic height is computed by dividing the NAVD 88
 HN0268.geopotential number by the normal gravity value computed on the
 HN0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0268.degrees latitude (g = 980.6199 gals.).
 HN0268
 HN0268.The modeled gravity was interpolated from observed gravity values.
 HN0268
 HN0268;                    North         East    Units  Estimated Accuracy
 HN0268;SPC UT S     - 3,062,110.      548,320.      MT  (+/- 180 meters Scaled)
 HN0268
 HN0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG039198(NAD 83)
 HN0268
 HN0268                          SUPERSEDED SURVEY CONTROL
 HN0268
 HN0268  NGVD 29 (??/??/92) 1218.160  (m)         3996.58   (f) ADJ UNCH    1 2
 HN0268
 HN0268.Superseded values are not recommended for survey control.
 HN0268
 HN0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0268.See file dsdata.pdf to determine how the superseded data were derived.
 HN0268
 HN0268_MARKER: DB = BENCH MARK DISK
 HN0268_SETTING: 66 = SET IN ROCK OUTCROP
 HN0268_STAMPING: L 146 1962
 HN0268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0268+STABILITY: POSITION/ELEVATION WELL
 HN0268
 HN0268  HISTORY     - Date     Condition        Report By
 HN0268  HISTORY     - 1962     MONUMENTED       CGS
 HN0268
 HN0268                          STATION DESCRIPTION
 HN0268
 HN0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0268'6.35 MI SW FROM HOLE-IN-THE-ROCK.
 HN0268'6.35 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK. ABOUT
 HN0268'40 FEET NORTH OF THE NORTH RIM OF COTTONWOOD GULCH, SET IN TOP OF A
 HN0268'SANDSTONE OUTCROP, 280 FEET EAST OF THE EAST FACE OF A BEEHIVE SHAPED
 HN0268'SANDSTONE HILL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0168 ***********************************************************************
 HN0168  DESIGNATION -  L 147
 HN0168  PID         -  HN0168
 HN0168  STATE/COUNTY-  UT/SAN JUAN
 HN0168  COUNTRY     -  US
 HN0168  USGS QUAD   -  BURNT SPRING (2017)
 HN0168
 HN0168                         *CURRENT SURVEY CONTROL
 HN0168  ______________________________________________________________________
 HN0168* NAD 83(1986) POSITION- 37 23 35.     (N) 110 29 41.     (W)   SCALED
 HN0168* NAVD 88 ORTHO HEIGHT -  1501.504 (meters)     4926.18  (feet) ADJUSTED
 HN0168  ______________________________________________________________________
 HN0168  GEOID HEIGHT    -        -22.024 (meters)                     GEOID18
 HN0168  DYNAMIC HEIGHT  -       1499.774 (meters)     4920.51  (feet) COMP
 HN0168  MODELED GRAVITY -    979,426.8   (mgal)                       NAVD 88
 HN0168
 HN0168  VERT ORDER      -  FIRST     CLASS II
 HN0168
 HN0168.The horizontal coordinates were scaled from a map and have
 HN0168.an estimated accuracy of +/- 6 seconds.
 HN0168
 HN0168.The orthometric height was determined by differential leveling and
 HN0168.adjusted by the NATIONAL GEODETIC SURVEY
 HN0168.in June 1991.
 HN0168
 HN0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0168.GEOID18 height accuracy estimate available here.
 HN0168
 HN0168.Click photographs - Photos may exist for this station.
 HN0168
 HN0168.The dynamic height is computed by dividing the NAVD 88
 HN0168.geopotential number by the normal gravity value computed on the
 HN0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0168.degrees latitude (g = 980.6199 gals.).
 HN0168
 HN0168.The modeled gravity was interpolated from observed gravity values.
 HN0168
 HN0168;                    North         East    Units  Estimated Accuracy
 HN0168;SPC UT S     - 3,081,100.      589,020.      MT  (+/- 180 meters Scaled)
 HN0168
 HN0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG447385(NAD 83)
 HN0168
 HN0168                          SUPERSEDED SURVEY CONTROL
 HN0168
 HN0168  NGVD 29 (??/??/92) 1500.470  (m)         4922.79   (f) ADJ UNCH    1 2
 HN0168
 HN0168.Superseded values are not recommended for survey control.
 HN0168
 HN0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0168.See file dsdata.pdf to determine how the superseded data were derived.
 HN0168
 HN0168_MARKER: DB = BENCH MARK DISK
 HN0168_SETTING: 66 = SET IN ROCK OUTCROP
 HN0168_STAMPING: L 147 1962
 HN0168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0168+STABILITY: POSITION/ELEVATION WELL
 HN0168
 HN0168  HISTORY     - Date     Condition        Report By
 HN0168  HISTORY     - 1962     MONUMENTED       CGS
 HN0168
 HN0168                          STATION DESCRIPTION
 HN0168
 HN0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0168'48.0 MI SW FROM FRY CANYON.
 HN0168'ABOUT 12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0168'AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0168'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD TO A ROAD JUNCTION AND
 HN0168'A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET. THENCE
 HN0168'1.0 MILE SOUTHWEST ALONG A GRADED DIRT ROAD.  8.45 MILES WEST OF GREEN
 HN0168'WATER SPRING, 0.15 MILE SOUTHWEST OF A SANDSTONE HILL, 0.1 MILE EAST
 HN0168'OF A WASH, 24 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET IN
 HN0168'THE TOP OF A SANDSTONE OUTCROP WHICH PROJECTS ABOUT 6 INCHES, MARKED
 HN0168'WITH A CIRCLE OF STONES WHICH ARE PAINTED WHITE, AND ABOUT 10 INCHES
 HN0168'BELOW THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0294 ***********************************************************************
 HN0294  DESIGNATION -  L 148
 HN0294  PID         -  HN0294
 HN0294  STATE/COUNTY-  UT/SAN JUAN
 HN0294  COUNTRY     -  US
 HN0294  USGS QUAD   -  HALLS CROSSING NE (2017)
 HN0294
 HN0294                         *CURRENT SURVEY CONTROL
 HN0294  ______________________________________________________________________
 HN0294* NAD 83(1986) POSITION- 37 27 06.     (N) 110 36 23.     (W)   SCALED
 HN0294* NAVD 88 ORTHO HEIGHT -  1263.537 (meters)     4145.45  (feet) ADJUSTED
 HN0294  ______________________________________________________________________
 HN0294  GEOID HEIGHT    -        -22.349 (meters)                     GEOID18
 HN0294  DYNAMIC HEIGHT  -       1262.111 (meters)     4140.78  (feet) COMP
 HN0294  MODELED GRAVITY -    979,460.1   (mgal)                       NAVD 88
 HN0294
 HN0294  VERT ORDER      -  FIRST     CLASS II
 HN0294
 HN0294.The horizontal coordinates were scaled from a map and have
 HN0294.an estimated accuracy of +/- 6 seconds.
 HN0294
 HN0294.The orthometric height was determined by differential leveling and
 HN0294.adjusted by the NATIONAL GEODETIC SURVEY
 HN0294.in June 1991.
 HN0294
 HN0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0294.GEOID18 height accuracy estimate available here.
 HN0294
 HN0294.Click photographs - Photos may exist for this station.
 HN0294
 HN0294.The dynamic height is computed by dividing the NAVD 88
 HN0294.geopotential number by the normal gravity value computed on the
 HN0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0294.degrees latitude (g = 980.6199 gals.).
 HN0294
 HN0294.The modeled gravity was interpolated from observed gravity values.
 HN0294
 HN0294;                    North         East    Units  Estimated Accuracy
 HN0294;SPC UT S     - 3,087,500.      579,070.      MT  (+/- 180 meters Scaled)
 HN0294
 HN0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG348450(NAD 83)
 HN0294
 HN0294                          SUPERSEDED SURVEY CONTROL
 HN0294
 HN0294  NGVD 29 (??/??/92) 1262.510  (m)         4142.08   (f) ADJ UNCH    1 2
 HN0294
 HN0294.Superseded values are not recommended for survey control.
 HN0294
 HN0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0294.See file dsdata.pdf to determine how the superseded data were derived.
 HN0294
 HN0294_MARKER: DB = BENCH MARK DISK
 HN0294_SETTING: 66 = SET IN ROCK OUTCROP
 HN0294_STAMPING: L 148 1962
 HN0294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0294+STABILITY: POSITION/ELEVATION WELL
 HN0294
 HN0294  HISTORY     - Date     Condition        Report By
 HN0294  HISTORY     - 1962     MONUMENTED       CGS
 HN0294
 HN0294                          STATION DESCRIPTION
 HN0294
 HN0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0294'55.95 MI SW FROM FRY CANYON.
 HN0294'12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE AT FRY
 HN0294'CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD. THENCE
 HN0294'15.0 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH CLAY HILLS
 HN0294'DIVIDE.  THENCE 8.95 MILES NORTHWEST ALONG A BULLDOZED ROAD LEADING TO
 HN0294'HALLS CROSSING ON THE COLORADO RIVER, 16.4 MILES WEST OF GREEN WATER
 HN0294'SPRING, ABOUT 0.3 MILE SOUTH OF MOQUI CANYON, 48 FEET NORTH-NORTHEAST
 HN0294'OF THE CENTERLINE OF THE ROAD, 31.5 FEET NORTHWEST OF A METAL WITNESS
 HN0294'POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 HN0294'A SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0237 ***********************************************************************
 HN0237  DESIGNATION -  L 149
 HN0237  PID         -  HN0237
 HN0237  STATE/COUNTY-  UT/SAN JUAN
 HN0237  COUNTRY     -  US
 HN0237  USGS QUAD   -  ALCOVE CANYON (2017)
 HN0237
 HN0237                         *CURRENT SURVEY CONTROL
 HN0237  ______________________________________________________________________
 HN0237* NAD 83(1986) POSITION- 37 17 47.     (N) 110 40 33.     (W)   SCALED
 HN0237* NAVD 88 ORTHO HEIGHT -  1380.056 (meters)     4527.73  (feet) ADJUSTED
 HN0237  ______________________________________________________________________
 HN0237  GEOID HEIGHT    -        -22.429 (meters)                     GEOID18
 HN0237  DYNAMIC HEIGHT  -       1378.495 (meters)     4522.61  (feet) COMP
 HN0237  MODELED GRAVITY -    979,452.0   (mgal)                       NAVD 88
 HN0237
 HN0237  VERT ORDER      -  FIRST     CLASS II
 HN0237
 HN0237.The horizontal coordinates were scaled from a map and have
 HN0237.an estimated accuracy of +/- 6 seconds.
 HN0237
 HN0237.The orthometric height was determined by differential leveling and
 HN0237.adjusted by the NATIONAL GEODETIC SURVEY
 HN0237.in June 1991.
 HN0237
 HN0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0237.GEOID18 height accuracy estimate available here.
 HN0237
 HN0237.Click photographs - Photos may exist for this station.
 HN0237
 HN0237.The dynamic height is computed by dividing the NAVD 88
 HN0237.geopotential number by the normal gravity value computed on the
 HN0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0237.degrees latitude (g = 980.6199 gals.).
 HN0237
 HN0237.The modeled gravity was interpolated from observed gravity values.
 HN0237
 HN0237;                    North         East    Units  Estimated Accuracy
 HN0237;SPC UT S     - 3,070,210.      573,070.      MT  (+/- 180 meters Scaled)
 HN0237
 HN0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG287278(NAD 83)
 HN0237
 HN0237                          SUPERSEDED SURVEY CONTROL
 HN0237
 HN0237  NGVD 29 (??/??/92) 1379.063  (m)         4524.48   (f) ADJ UNCH    1 2
 HN0237
 HN0237.Superseded values are not recommended for survey control.
 HN0237
 HN0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0237.See file dsdata.pdf to determine how the superseded data were derived.
 HN0237
 HN0237_MARKER: DB = BENCH MARK DISK
 HN0237_SETTING: 66 = SET IN ROCK OUTCROP
 HN0237_STAMPING: L 149 1962
 HN0237_MARK LOGO: CGS
 HN0237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0237+STABILITY: POSITION/ELEVATION WELL
 HN0237
 HN0237  HISTORY     - Date     Condition        Report By
 HN0237  HISTORY     - 1962     MONUMENTED       CGS
 HN0237
 HN0237                          STATION DESCRIPTION
 HN0237
 HN0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0237'65.8 MI SW FROM FRY CANYON.
 HN0237'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0237'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0237'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0237'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0237'TRAIL ROAD.  THENCE 11.2 MILES SOUTHWEST ALONG A TRAIL ROAD.  1.05
 HN0237'MILE NORTH OF A CROSSING OF THE ROAD AND THE HEAD OF A CANYON, 15 FEET
 HN0237'SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A
 HN0237'SANDSTONE OUTCROP, 53 FEET NORTH OF A CEDAR TREE, 22.0 FEET
 HN0237'NORTH-NORTHEAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE
 HN0237'LEVEL OF THE GROUND, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0151 ***********************************************************************
 HN0151  DESIGNATION -  L 150
 HN0151  PID         -  HN0151
 HN0151  STATE/COUNTY-  UT/SAN JUAN
 HN0151  COUNTRY     -  US
 HN0151  USGS QUAD   -  MIKES MESA (2017)
 HN0151
 HN0151                         *CURRENT SURVEY CONTROL
 HN0151  ______________________________________________________________________
 HN0151* NAD 83(1986) POSITION- 37 17 06.     (N) 110 23 22.     (W)   SCALED
 HN0151* NAVD 88 ORTHO HEIGHT -  1165.393 (meters)     3823.46  (feet) ADJUSTED
 HN0151  ______________________________________________________________________
 HN0151  GEOID HEIGHT    -        -21.777 (meters)                     GEOID18
 HN0151  DYNAMIC HEIGHT  -       1164.149 (meters)     3819.38  (feet) COMP
 HN0151  MODELED GRAVITY -    979,524.1   (mgal)                       NAVD 88
 HN0151
 HN0151  VERT ORDER      -  FIRST     CLASS II
 HN0151
 HN0151.The horizontal coordinates were scaled from a map and have
 HN0151.an estimated accuracy of +/- 6 seconds.
 HN0151
 HN0151.The orthometric height was determined by differential leveling and
 HN0151.adjusted by the NATIONAL GEODETIC SURVEY
 HN0151.in June 1991.
 HN0151
 HN0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0151.GEOID18 height accuracy estimate available here.
 HN0151
 HN0151.Click photographs - Photos may exist for this station.
 HN0151
 HN0151.The dynamic height is computed by dividing the NAVD 88
 HN0151.geopotential number by the normal gravity value computed on the
 HN0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0151.degrees latitude (g = 980.6199 gals.).
 HN0151
 HN0151.The modeled gravity was interpolated from observed gravity values.
 HN0151
 HN0151;                    North         East    Units  Estimated Accuracy
 HN0151;SPC UT S     - 3,069,210.      598,480.      MT  (+/- 180 meters Scaled)
 HN0151
 HN0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG541266(NAD 83)
 HN0151
 HN0151                          SUPERSEDED SURVEY CONTROL
 HN0151
 HN0151  NGVD 29 (??/??/92) 1164.53   (m)         3820.6    (f) COMPUTED    1 2
 HN0151
 HN0151.Superseded values are not recommended for survey control.
 HN0151
 HN0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0151.See file dsdata.pdf to determine how the superseded data were derived.
 HN0151
 HN0151_MARKER: DB = BENCH MARK DISK
 HN0151_SETTING: 66 = SET IN ROCK OUTCROP
 HN0151_STAMPING: L 150 1962
 HN0151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0151+STABILITY: POSITION/ELEVATION WELL
 HN0151
 HN0151  HISTORY     - Date     Condition        Report By
 HN0151  HISTORY     - 1962     MONUMENTED       CGS
 HN0151
 HN0151                          STATION DESCRIPTION
 HN0151
 HN0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0151'24.15 MI NW FROM OLJATO.
 HN0151'ABOUT 17.15 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0151'FROM THE TRADING POST AT OLJATO.  THENCE 7.0 MILES NORTHEAST ACROSS
 HN0151'COUNTRY BY FOOT ONLY TOWARDS THE SAN JUAN RIVER, ABOUT 0.3 MILE SOUTH
 HN0151'OF THE SOUTH RIM OF THE SAN JUAN RIVER, 92.0 FEET EAST-SOUTHEAST OF A
 HN0151'METAL WITNESS POST, 23 FEET WEST-NORTHWEST OF THE CENTER OF THE HEAD
 HN0151'OF A SMALL NARROW WASH WHICH DRAINS NORTH, ABOUT 5 FEET ABOVE THE
 HN0151'BOTTOM OF THE WASH, AND SET IN THE TOP OF A RED ROCK OUTCROP WHICH IS
 HN0151'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0283 ***********************************************************************
 HN0283  DESIGNATION -  L 152
 HN0283  PID         -  HN0283
 HN0283  STATE/COUNTY-  UT/KANE
 HN0283  COUNTRY     -  US
 HN0283  USGS QUAD   -  NASJA MESA (2017)
 HN0283
 HN0283                         *CURRENT SURVEY CONTROL
 HN0283  ______________________________________________________________________
 HN0283* NAD 83(1986) POSITION- 37 08 03.     (N) 110 59 01.     (W)   SCALED
 HN0283* NAVD 88 ORTHO HEIGHT -  1318.333 (meters)     4325.23  (feet) ADJUSTED
 HN0283  ______________________________________________________________________
 HN0283  GEOID HEIGHT    -        -22.876 (meters)                     GEOID18
 HN0283  DYNAMIC HEIGHT  -       1316.719 (meters)     4319.94  (feet) COMP
 HN0283  MODELED GRAVITY -    979,363.3   (mgal)                       NAVD 88
 HN0283
 HN0283  VERT ORDER      -  FIRST     CLASS II
 HN0283
 HN0283.The horizontal coordinates were scaled from a map and have
 HN0283.an estimated accuracy of +/- 6 seconds.
 HN0283
 HN0283.The orthometric height was determined by differential leveling and
 HN0283.adjusted by the NATIONAL GEODETIC SURVEY
 HN0283.in June 1991.
 HN0283
 HN0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0283.GEOID18 height accuracy estimate available here.
 HN0283
 HN0283.Click photographs - Photos may exist for this station.
 HN0283
 HN0283.The dynamic height is computed by dividing the NAVD 88
 HN0283.geopotential number by the normal gravity value computed on the
 HN0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0283.degrees latitude (g = 980.6199 gals.).
 HN0283
 HN0283.The modeled gravity was interpolated from observed gravity values.
 HN0283
 HN0283;                    North         East    Units  Estimated Accuracy
 HN0283;SPC UT S     - 3,052,010.      545,880.      MT  (+/- 180 meters Scaled)
 HN0283
 HN0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG014097(NAD 83)
 HN0283
 HN0283                          SUPERSEDED SURVEY CONTROL
 HN0283
 HN0283  NGVD 29 (??/??/92) 1317.242  (m)         4321.65   (f) ADJ UNCH    1 2
 HN0283
 HN0283.Superseded values are not recommended for survey control.
 HN0283
 HN0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0283.See file dsdata.pdf to determine how the superseded data were derived.
 HN0283
 HN0283_MARKER: DB = BENCH MARK DISK
 HN0283_SETTING: 66 = SET IN ROCK OUTCROP
 HN0283_STAMPING: L 152 1962
 HN0283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0283+STABILITY: POSITION/ELEVATION WELL
 HN0283
 HN0283  HISTORY     - Date     Condition        Report By
 HN0283  HISTORY     - 1962     MONUMENTED       CGS
 HN0283
 HN0283                          STATION DESCRIPTION
 HN0283
 HN0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0283'15.9 MI SW FROM HOLE-IN-THE-ROCK.
 HN0283'15.9 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK. ABOUT
 HN0283'0.45 MILE SOUTHWEST OF THE BASE OF A POINT IN THE CLIFFS ABOUT 0.15
 HN0283'MILE SOUTH OF THE BASE OF NAVAJO POINT, SET IN THE TOP OF A SMALL
 HN0283'KNOLL OF ROCK, 43 YARDS SOUTH OF A BOULDER WHICH IS MARKED WITH THE
 HN0283'LETTERS BM IN WHITE PAINT, 17.0 FEET SOUTHWEST OF A METAL WITNESS
 HN0283'POST, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0460 ***********************************************************************
 HN0460  DESIGNATION -  L 153
 HN0460  PID         -  HN0460
 HN0460  STATE/COUNTY-  UT/KANE
 HN0460  COUNTRY     -  US
 HN0460  USGS QUAD   -  NAVAJO POINT (2017)
 HN0460
 HN0460                         *CURRENT SURVEY CONTROL
 HN0460  ______________________________________________________________________
 HN0460* NAD 83(1986) POSITION- 37 10 03.     (N) 111 00 38.     (W)   SCALED
 HN0460* NAVD 88 ORTHO HEIGHT -  1932.462 (meters)     6340.09  (feet) ADJUSTED
 HN0460  ______________________________________________________________________
 HN0460  GEOID HEIGHT    -        -22.780 (meters)                     GEOID18
 HN0460  DYNAMIC HEIGHT  -       1930.078 (meters)     6332.26  (feet) COMP
 HN0460  MODELED GRAVITY -    979,328.4   (mgal)                       NAVD 88
 HN0460
 HN0460  VERT ORDER      -  FIRST     CLASS II
 HN0460
 HN0460.The horizontal coordinates were scaled from a map and have
 HN0460.an estimated accuracy of +/- 6 seconds.
 HN0460
 HN0460.The orthometric height was determined by differential leveling and
 HN0460.adjusted by the NATIONAL GEODETIC SURVEY
 HN0460.in June 1991.
 HN0460
 HN0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0460.GEOID18 height accuracy estimate available here.
 HN0460
 HN0460.Click photographs - Photos may exist for this station.
 HN0460
 HN0460.The dynamic height is computed by dividing the NAVD 88
 HN0460.geopotential number by the normal gravity value computed on the
 HN0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0460.degrees latitude (g = 980.6199 gals.).
 HN0460
 HN0460.The modeled gravity was interpolated from observed gravity values.
 HN0460
 HN0460;                    North         East    Units  Estimated Accuracy
 HN0460;SPC UT S     - 3,055,700.      543,470.      MT  (+/- 180 meters Scaled)
 HN0460
 HN0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG990134(NAD 83)
 HN0460
 HN0460                          SUPERSEDED SURVEY CONTROL
 HN0460
 HN0460  NGVD 29 (??/??/92) 1931.441  (m)         6336.74   (f) ADJ UNCH    1 2
 HN0460
 HN0460.Superseded values are not recommended for survey control.
 HN0460
 HN0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0460.See file dsdata.pdf to determine how the superseded data were derived.
 HN0460
 HN0460_MARKER: DB = BENCH MARK DISK
 HN0460_SETTING: 80 = SET IN A BOULDER
 HN0460_STAMPING: L 153 1962
 HN0460_MARK LOGO: CGS
 HN0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0460+STABILITY: SURFACE MOTION
 HN0460
 HN0460  HISTORY     - Date     Condition        Report By
 HN0460  HISTORY     - 1962     MONUMENTED       CGS
 HN0460
 HN0460                          STATION DESCRIPTION
 HN0460
 HN0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0460'16.7 MI SW FROM HOLE IN THE ROCK.
 HN0460'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0460'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0460'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0460'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0460'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0460'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0460'PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0460'HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0460'CLIFFS, THENCE 2.4 MILES SOUTH-SOUTHEAST ALONG A COW PATH.  THENCE
 HN0460'2.55 MILES SOUTH ACROSS ROCKY COUNTRY TOWARDS NAVAJO POINT, NEAR
 HN0460'NAVAJO POINT, 2.2 FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE
 HN0460'TOP OF A BOULDER WHICH PROJECTS ABOUT 30 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0331 ***********************************************************************
 MS0331  DESIGNATION -  L 154
 MS0331  PID         -  MS0331
 MS0331  STATE/COUNTY-  UT/BOX ELDER
 MS0331  COUNTRY     -  US
 MS0331  USGS QUAD   -  MEADOW SPRING (2017)
 MS0331
 MS0331                         *CURRENT SURVEY CONTROL
 MS0331  ______________________________________________________________________
 MS0331* NAD 83(1986) POSITION- 41 16 14.     (N) 113 12 55.     (W)   SCALED
 MS0331* NAVD 88 ORTHO HEIGHT -  1289.484 (meters)     4230.58  (feet) ADJUSTED
 MS0331  ______________________________________________________________________
 MS0331  GEOID HEIGHT    -        -16.845 (meters)                     GEOID18
 MS0331  DYNAMIC HEIGHT  -       1288.587 (meters)     4227.64  (feet) COMP
 MS0331  MODELED GRAVITY -    979,883.7   (mgal)                       NAVD 88
 MS0331
 MS0331  VERT ORDER      -  SECOND    CLASS 0
 MS0331
 MS0331.The horizontal coordinates were scaled from a map and have
 MS0331.an estimated accuracy of +/- 6 seconds.
 MS0331
 MS0331.The orthometric height was determined by differential leveling and
 MS0331.adjusted by the NATIONAL GEODETIC SURVEY
 MS0331.in June 1991.
 MS0331
 MS0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0331.GEOID18 height accuracy estimate available here.
 MS0331
 MS0331.Click photographs - Photos may exist for this station.
 MS0331
 MS0331.The dynamic height is computed by dividing the NAVD 88
 MS0331.geopotential number by the normal gravity value computed on the
 MS0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0331.degrees latitude (g = 980.6199 gals.).
 MS0331
 MS0331.The modeled gravity was interpolated from observed gravity values.
 MS0331
 MS0331;                    North         East    Units  Estimated Accuracy
 MS0331;SPC UT N     - 1,105,500.      356,290.      MT  (+/- 180 meters Scaled)
 MS0331
 MS0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL144711(NAD 83)
 MS0331
 MS0331                          SUPERSEDED SURVEY CONTROL
 MS0331
 MS0331  NGVD 29 (??/??/92) 1288.497  (m)         4227.34   (f) ADJ UNCH    2 0
 MS0331
 MS0331.Superseded values are not recommended for survey control.
 MS0331
 MS0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0331.See file dsdata.pdf to determine how the superseded data were derived.
 MS0331
 MS0331_MARKER: DB = BENCH MARK DISK
 MS0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0331_STAMPING: L 154 1966
 MS0331_MARK LOGO: CGS
 MS0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0331+STABILITY: SURFACE MOTION
 MS0331
 MS0331  HISTORY     - Date     Condition        Report By
 MS0331  HISTORY     - 1966     MONUMENTED       CGS
 MS0331
 MS0331                          STATION DESCRIPTION
 MS0331
 MS0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0331'4.95 MI W FROM HOGUP.
 MS0331'4.95 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STOCK
 MS0331'PENS AT HOGUP, 2 FEET EAST OF THE SECOND POLE EAST OF MILE POST 716,
 MS0331'60.0 FEET NORTH OF THE NORTH RAIL, 2.9 FEET WEST OF A WITNESS POST,
 MS0331'ABOUT 1 FOOT LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST
 MS0331'PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0417 ***********************************************************************
 MS0417  DESIGNATION -  L 155
 MS0417  PID         -  MS0417
 MS0417  STATE/COUNTY-  UT/BOX ELDER
 MS0417  COUNTRY     -  US
 MS0417  USGS QUAD   -  JACKSON (2017)
 MS0417
 MS0417                         *CURRENT SURVEY CONTROL
 MS0417  ______________________________________________________________________
 MS0417* NAD 83(1986) POSITION- 41 19 11.     (N) 113 40 26.     (W)   SCALED
 MS0417* NAVD 88 ORTHO HEIGHT -  1295.548 (meters)     4250.48  (feet) ADJUSTED
 MS0417  ______________________________________________________________________
 MS0417  GEOID HEIGHT    -        -16.919 (meters)                     GEOID18
 MS0417  DYNAMIC HEIGHT  -       1294.634 (meters)     4247.48  (feet) COMP
 MS0417  MODELED GRAVITY -    979,872.9   (mgal)                       NAVD 88
 MS0417
 MS0417  VERT ORDER      -  SECOND    CLASS 0
 MS0417
 MS0417.The horizontal coordinates were scaled from a map and have
 MS0417.an estimated accuracy of +/- 6 seconds.
 MS0417
 MS0417.The orthometric height was determined by differential leveling and
 MS0417.adjusted by the NATIONAL GEODETIC SURVEY
 MS0417.in June 1991.
 MS0417
 MS0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0417.GEOID18 height accuracy estimate available here.
 MS0417
 MS0417.Click photographs - Photos may exist for this station.
 MS0417
 MS0417.The dynamic height is computed by dividing the NAVD 88
 MS0417.geopotential number by the normal gravity value computed on the
 MS0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0417.degrees latitude (g = 980.6199 gals.).
 MS0417
 MS0417.The modeled gravity was interpolated from observed gravity values.
 MS0417
 MS0417;                    North         East    Units  Estimated Accuracy
 MS0417;SPC UT N     - 1,111,820.      318,010.      MT  (+/- 180 meters Scaled)
 MS0417
 MS0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL762776(NAD 83)
 MS0417
 MS0417                          SUPERSEDED SURVEY CONTROL
 MS0417
 MS0417  NGVD 29 (??/??/92) 1294.54   (m)         4247.2    (f) COMPUTED    2 0
 MS0417
 MS0417.Superseded values are not recommended for survey control.
 MS0417
 MS0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0417.See file dsdata.pdf to determine how the superseded data were derived.
 MS0417
 MS0417_MARKER: DB = BENCH MARK DISK
 MS0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0417_STAMPING: L 155 1966
 MS0417_MARK LOGO: CGS
 MS0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0417+STABILITY: SURFACE MOTION
 MS0417
 MS0417  HISTORY     - Date     Condition        Report By
 MS0417  HISTORY     - 1966     MONUMENTED       CGS
 MS0417
 MS0417                          STATION DESCRIPTION
 MS0417
 MS0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0417'12.6 MI E FROM LUCIN.
 MS0417'12.6 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE CROSSING
 MS0417'OF STATE HIGHWAY 70 AT LUCIN, 5 1/2 FEET NORTH OF MILE POST 692, 57.2
 MS0417'FEET NORTH OF THE NORTH RAIL, 2.0 FEET WEST OF A WITNESS POST, 6 1/2
 MS0417'FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING
 MS0417'0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0321 ***********************************************************************
 LO0321  DESIGNATION -  L 159
 LO0321  PID         -  LO0321
 LO0321  STATE/COUNTY-  UT/WASATCH
 LO0321  COUNTRY     -  US
 LO0321  USGS QUAD   -  SOAPSTONE BASIN (2017)
 LO0321
 LO0321                         *CURRENT SURVEY CONTROL
 LO0321  ______________________________________________________________________
 LO0321* NAD 83(1986) POSITION- 40 34 11.     (N) 111 02 25.     (W)   SCALED
 LO0321* NAVD 88 ORTHO HEIGHT -  2498.578 (meters)     8197.42  (feet) ADJUSTED
 LO0321  ______________________________________________________________________
 LO0321  GEOID HEIGHT    -        -13.869 (meters)                     GEOID18
 LO0321  DYNAMIC HEIGHT  -       2496.012 (meters)     8189.00  (feet) COMP
 LO0321  MODELED GRAVITY -    979,506.6   (mgal)                       NAVD 88
 LO0321
 LO0321  VERT ORDER      -  SECOND    CLASS 0
 LO0321
 LO0321.The horizontal coordinates were scaled from a map and have
 LO0321.an estimated accuracy of +/- 6 seconds.
 LO0321
 LO0321.The orthometric height was determined by differential leveling and
 LO0321.adjusted by the NATIONAL GEODETIC SURVEY
 LO0321.in June 1991.
 LO0321
 LO0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0321.GEOID18 height accuracy estimate available here.
 LO0321
 LO0321.Click photographs - Photos may exist for this station.
 LO0321
 LO0321.The dynamic height is computed by dividing the NAVD 88
 LO0321.geopotential number by the normal gravity value computed on the
 LO0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0321.degrees latitude (g = 980.6199 gals.).
 LO0321
 LO0321.The modeled gravity was interpolated from observed gravity values.
 LO0321
 LO0321;                    North         East    Units  Estimated Accuracy
 LO0321;SPC UT C     - 2,248,390.      538,930.      MT  (+/- 180 meters Scaled)
 LO0321
 LO0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK965909(NAD 83)
 LO0321
 LO0321                          SUPERSEDED SURVEY CONTROL
 LO0321
 LO0321  NGVD 29 (??/??/92) 2497.161  (m)         8192.77   (f) ADJ UNCH    2 0
 LO0321
 LO0321.Superseded values are not recommended for survey control.
 LO0321
 LO0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0321.See file dsdata.pdf to determine how the superseded data were derived.
 LO0321
 LO0321_MARKER: DB = BENCH MARK DISK
 LO0321_SETTING: 80 = SET IN A BOULDER
 LO0321_STAMPING: L 159 1962
 LO0321_MARK LOGO: CGS
 LO0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0321+STABILITY: SURFACE MOTION
 LO0321
 LO0321  HISTORY     - Date     Condition        Report By
 LO0321  HISTORY     - 1962     MONUMENTED       CGS
 LO0321
 LO0321                          STATION DESCRIPTION
 LO0321
 LO0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0321'16.45 MI SE FROM KAMAS.
 LO0321'14.95 MILES EAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0321'HIGHWAY 189 ALTERNATE AT KAMAS, THENCE 1.5 MILES SOUTH ALONG A DIRT
 LO0321'ROAD, IN THE TOP OF A 5- BY 8-FOOT BOULDER WHICH PROJECTS ABOUT 2 FEET
 LO0321'ABOVE THE GROUND, 13 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 LO0321'9.2 FEET SOUTHEAST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE
 LO0321'ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0027 ***********************************************************************
 KN0027  DESIGNATION -  L 16
 KN0027  PID         -  KN0027
 KN0027  STATE/COUNTY-  UT/EMERY
 KN0027  COUNTRY     -  US
 KN0027  USGS QUAD   -  WOODSIDE (2017)
 KN0027
 KN0027                         *CURRENT SURVEY CONTROL
 KN0027  ______________________________________________________________________
 KN0027* NAD 83(1986) POSITION- 39 16 24.     (N) 110 22 00.     (W)   SCALED
 KN0027* NAVD 88 ORTHO HEIGHT -  1417.375 (meters)     4650.17  (feet) ADJUSTED
 KN0027  ______________________________________________________________________
 KN0027  GEOID HEIGHT    -        -18.841 (meters)                     GEOID18
 KN0027  DYNAMIC HEIGHT  -       1415.998 (meters)     4645.65  (feet) COMP
 KN0027  MODELED GRAVITY -    979,607.2   (mgal)                       NAVD 88
 KN0027
 KN0027  VERT ORDER      -  FIRST     CLASS II
 KN0027
 KN0027.The horizontal coordinates were scaled from a map and have
 KN0027.an estimated accuracy of +/- 6 seconds.
 KN0027
 KN0027.The orthometric height was determined by differential leveling and
 KN0027.adjusted by the NATIONAL GEODETIC SURVEY
 KN0027.in June 1991.
 KN0027
 KN0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0027.GEOID18 height accuracy estimate available here.
 KN0027
 KN0027.Click photographs - Photos may exist for this station.
 KN0027
 KN0027.The dynamic height is computed by dividing the NAVD 88
 KN0027.geopotential number by the normal gravity value computed on the
 KN0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0027.degrees latitude (g = 980.6199 gals.).
 KN0027
 KN0027.The modeled gravity was interpolated from observed gravity values.
 KN0027
 KN0027;                    North         East    Units  Estimated Accuracy
 KN0027;SPC UT C     - 2,104,980.      597,790.      MT  (+/- 180 meters Scaled)
 KN0027
 KN0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ546473(NAD 83)
 KN0027
 KN0027                          SUPERSEDED SURVEY CONTROL
 KN0027
 KN0027  NGVD 29 (??/??/92) 1416.363  (m)         4646.85   (f) ADJ UNCH    1 2
 KN0027
 KN0027.Superseded values are not recommended for survey control.
 KN0027
 KN0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0027.See file dsdata.pdf to determine how the superseded data were derived.
 KN0027
 KN0027_MARKER: DB = BENCH MARK DISK
 KN0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0027_STAMPING: 4646.851 L 16 1927
 KN0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0027+STABILITY: SURFACE MOTION
 KN0027
 KN0027  HISTORY     - Date     Condition        Report By
 KN0027  HISTORY     - 1927     MONUMENTED       CGS
 KN0027  HISTORY     - 1934     GOOD             CGS
 KN0027  HISTORY     - 1980     MARK NOT FOUND   USGS
 KN0027
 KN0027                          STATION DESCRIPTION
 KN0027
 KN0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0027'1.4 MI NW FROM WOODSIDE.
 KN0027'1.4 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0027'FROM WOODSIDE, EMERY COUNTY, 25 YARDS WEST OF MILEPOST 582, AND 42
 KN0027'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 KN0027'STAMPED 4646.851 L 16 1927 AND SET IN THE TOP OF A CONCRETE POST.
 KN0027
 KN0027                          STATION RECOVERY (1980)
 KN0027
 KN0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KN0027'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0179 ***********************************************************************
 LO0179  DESIGNATION -  L 160
 LO0179  PID         -  LO0179
 LO0179  STATE/COUNTY-  UT/DUCHESNE
 LO0179  COUNTRY     -  US
 LO0179  USGS QUAD   -  MIRROR LAKE (2017)
 LO0179
 LO0179                         *CURRENT SURVEY CONTROL
 LO0179  ______________________________________________________________________
 LO0179* NAD 83(1986) POSITION- 40 43 10.     (N) 110 52 32.     (W)   SCALED
 LO0179* NAVD 88 ORTHO HEIGHT -  3121.904 (meters)    10242.45  (feet) ADJUSTED
 LO0179  ______________________________________________________________________
 LO0179  GEOID HEIGHT    -        -12.762 (meters)                     GEOID18
 LO0179  DYNAMIC HEIGHT  -       3118.459 (meters)    10231.14  (feet) COMP
 LO0179  MODELED GRAVITY -    979,405.5   (mgal)                       NAVD 88
 LO0179
 LO0179  VERT ORDER      -  SECOND    CLASS 0
 LO0179
 LO0179.The horizontal coordinates were scaled from a map and have
 LO0179.an estimated accuracy of +/- 6 seconds.
 LO0179
 LO0179.The orthometric height was determined by differential leveling and
 LO0179.adjusted by the NATIONAL GEODETIC SURVEY
 LO0179.in June 1991.
 LO0179
 LO0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0179.GEOID18 height accuracy estimate available here.
 LO0179
 LO0179.Click photographs - Photos may exist for this station.
 LO0179
 LO0179.The dynamic height is computed by dividing the NAVD 88
 LO0179.geopotential number by the normal gravity value computed on the
 LO0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0179.degrees latitude (g = 980.6199 gals.).
 LO0179
 LO0179.The modeled gravity was interpolated from observed gravity values.
 LO0179
 LO0179;                    North         East    Units  Estimated Accuracy
 LO0179;SPC UT C     - 2,265,100.      552,760.      MT  (+/- 180 meters Scaled)
 LO0179
 LO0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL105076(NAD 83)
 LO0179
 LO0179                          SUPERSEDED SURVEY CONTROL
 LO0179
 LO0179  NGVD 29 (??/??/92) 3120.266  (m)        10237.07   (f) ADJ UNCH    2 0
 LO0179
 LO0179.Superseded values are not recommended for survey control.
 LO0179
 LO0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0179.See file dsdata.pdf to determine how the superseded data were derived.
 LO0179
 LO0179_MARKER: DB = BENCH MARK DISK
 LO0179_SETTING: 80 = SET IN A BOULDER
 LO0179_STAMPING: L 160 1962
 LO0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0179+STABILITY: SURFACE MOTION
 LO0179
 LO0179  HISTORY     - Date     Condition        Report By
 LO0179  HISTORY     - 1962     MONUMENTED       CGS
 LO0179
 LO0179                          STATION DESCRIPTION
 LO0179
 LO0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0179'34.55 MI NE FROM KAMAS.
 LO0179'34.55 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF
 LO0179'U.S. HIGHWAY 189 ALTERNATE AT KAMAS, 0.05 MILE WEST-NORTHWEST OF THE
 LO0179'JUNCTION OF A ROAD SOUTH-SOUTHWEST, IN THE TOP OF A 7- BY 10-FOOT
 LO0179'BOULDER, 29 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 60
 LO0179'FEET WEST-NORTHWEST OF THE CENTER OF THE NORTH HEAD WALL OF AN 18-INCH
 LO0179'PIPE CULVERT, 1.6 FEET NORTHWEST OF A SPEED LIMIT 45 SIGN, ABOUT 2
 LO0179'FEET HIGHER THAN THE HIGHWAY, AND 2.8 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0334 ***********************************************************************
 LO0334  DESIGNATION -  L 161
 LO0334  PID         -  LO0334
 LO0334  STATE/COUNTY-  UT/SUMMIT
 LO0334  COUNTRY     -  US
 LO0334  USGS QUAD   -  TURNER HOLLOW (2017)
 LO0334
 LO0334                         *CURRENT SURVEY CONTROL
 LO0334  ______________________________________________________________________
 LO0334* NAD 83(1986) POSITION- 40 55 26.9    (N) 111 18 15.4    (W)   HD_HELD2
 LO0334* NAVD 88 ORTHO HEIGHT -  1790.838 (meters)     5875.44  (feet) ADJUSTED
 LO0334  ______________________________________________________________________
 LO0334  GEOID HEIGHT    -        -15.565 (meters)                     GEOID18
 LO0334  DYNAMIC HEIGHT  -       1789.207 (meters)     5870.09  (feet) COMP
 LO0334  MODELED GRAVITY -    979,651.4   (mgal)                       NAVD 88
 LO0334
 LO0334  VERT ORDER      -  SECOND    CLASS 0
 LO0334
 LO0334.The horizontal coordinates were established by autonomous hand held GPS
 LO0334.observations and have an estimated accuracy of +/- 10 meters.
 LO0334
 LO0334.The orthometric height was determined by differential leveling and
 LO0334.adjusted by the NATIONAL GEODETIC SURVEY
 LO0334.in June 1991.
 LO0334
 LO0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0334.GEOID18 height accuracy estimate available here.
 LO0334
 LO0334.Click photographs - Photos may exist for this station.
 LO0334
 LO0334.The dynamic height is computed by dividing the NAVD 88
 LO0334.geopotential number by the normal gravity value computed on the
 LO0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0334.degrees latitude (g = 980.6199 gals.).
 LO0334
 LO0334.The modeled gravity was interpolated from observed gravity values.
 LO0334
 LO0334;                    North         East    Units  Estimated Accuracy
 LO0334;SPC UT N     - 1,065,627.      516,486.      MT  (+/- 10 meters HH2 GPS)
 LO0334
 LO0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL7438030380(NAD 83)
 LO0334
 LO0334                          SUPERSEDED SURVEY CONTROL
 LO0334
 LO0334  NGVD 29 (??/??/92) 1789.530  (m)         5871.15   (f) ADJ UNCH    2 0
 LO0334
 LO0334.Superseded values are not recommended for survey control.
 LO0334
 LO0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0334.See file dsdata.pdf to determine how the superseded data were derived.
 LO0334
 LO0334_MARKER: DB = BENCH MARK DISK
 LO0334_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0334_SP_SET: CULVERT HEADWALL
 LO0334_STAMPING: L 161 1962
 LO0334_MARK LOGO: CGS
 LO0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0334+STABILITY: SURFACE MOTION
 LO0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LO0334+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2012
 LO0334
 LO0334  HISTORY     - Date     Condition        Report By
 LO0334  HISTORY     - 1962     MONUMENTED       CGS
 LO0334  HISTORY     - 20120424 GOOD             GEOCAC
 LO0334
 LO0334                          STATION DESCRIPTION
 LO0334
 LO0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0334'5.7 MI E FROM COALVILLE.
 LO0334'5.7 MILES EAST ALONG STATE HIGHWAY 133 FROM THE COURT HOUSE AT
 LO0334'COALVILLE, ON THE INSIDE OF A CURVE, SET VERTICALLY IN THE SOUTH FACE
 LO0334'OF A MASSIVE OUTCROP WHICH PROJECTS ABOUT 20 FEET ABOVE THE GROUND, 20
 LO0334'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 79 FEET EAST OF THE
 LO0334'CENTER OF THE NORTH END OF AN 18-INCH CULVERT, ABOUT 4 FEET HIGHER
 LO0334'THAN THE HIGHWAY, AND 5.3 FEET ABOVE THE GROUND.
 LO0334
 LO0334                          STATION RECOVERY (2012)
 LO0334
 LO0334'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 LO0334'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0201 ***********************************************************************
 LO0201  DESIGNATION -  L 162
 LO0201  PID         -  LO0201
 LO0201  STATE/COUNTY-  UT/SUMMIT
 LO0201  COUNTRY     -  US
 LO0201  USGS QUAD   -  DEADMAN MOUNTAIN (2017)
 LO0201
 LO0201                         *CURRENT SURVEY CONTROL
 LO0201  ______________________________________________________________________
 LO0201* NAD 83(1986) POSITION- 40 55 53.     (N) 110 49 56.     (W)   SCALED
 LO0201* NAVD 88 ORTHO HEIGHT -  2522.424 (meters)     8275.65  (feet) ADJUSTED
 LO0201  ______________________________________________________________________
 LO0201  GEOID HEIGHT    -        -13.452 (meters)                     GEOID18
 LO0201  DYNAMIC HEIGHT  -       2519.871 (meters)     8267.28  (feet) COMP
 LO0201  MODELED GRAVITY -    979,520.3   (mgal)                       NAVD 88
 LO0201
 LO0201  VERT ORDER      -  SECOND    CLASS 0
 LO0201
 LO0201.The horizontal coordinates were scaled from a map and have
 LO0201.an estimated accuracy of +/- 6 seconds.
 LO0201
 LO0201.The orthometric height was determined by differential leveling and
 LO0201.adjusted by the NATIONAL GEODETIC SURVEY
 LO0201.in June 1991.
 LO0201
 LO0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0201.GEOID18 height accuracy estimate available here.
 LO0201
 LO0201.Click photographs - Photos may exist for this station.
 LO0201
 LO0201.The dynamic height is computed by dividing the NAVD 88
 LO0201.geopotential number by the normal gravity value computed on the
 LO0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0201.degrees latitude (g = 980.6199 gals.).
 LO0201
 LO0201.The modeled gravity was interpolated from observed gravity values.
 LO0201
 LO0201;                    North         East    Units  Estimated Accuracy
 LO0201;SPC UT N     - 1,066,630.      556,240.      MT  (+/- 180 meters Scaled)
 LO0201
 LO0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL141311(NAD 83)
 LO0201
 LO0201                          SUPERSEDED SURVEY CONTROL
 LO0201
 LO0201  NGVD 29 (??/??/92) 2520.913  (m)         8270.70   (f) ADJ UNCH    2 0
 LO0201
 LO0201.Superseded values are not recommended for survey control.
 LO0201
 LO0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0201.See file dsdata.pdf to determine how the superseded data were derived.
 LO0201
 LO0201_MARKER: DB = BENCH MARK DISK
 LO0201_SETTING: 80 = SET IN A BOULDER
 LO0201_STAMPING: L 162 1962
 LO0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0201+STABILITY: SURFACE MOTION
 LO0201
 LO0201  HISTORY     - Date     Condition        Report By
 LO0201  HISTORY     - 1962     MONUMENTED       CGS
 LO0201
 LO0201                          STATION DESCRIPTION
 LO0201
 LO0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0201'51.25 MI NE FROM KAMAS.
 LO0201'51.25 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF
 LO0201'U.S. HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP OF A 2-BY 3-FOOT
 LO0201'BOULDER WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 36 FEET
 LO0201'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 64 FEET NORTHEAST OF A
 LO0201'FENCE, 9.0 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE
 LO0201'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0590 ***********************************************************************
 HN0590  DESIGNATION -  L 163
 HN0590  PID         -  HN0590
 HN0590  STATE/COUNTY-  UT/GARFIELD
 HN0590  COUNTRY     -  US
 HN0590  USGS QUAD   -  POSY LAKE (2017)
 HN0590
 HN0590                         *CURRENT SURVEY CONTROL
 HN0590  ______________________________________________________________________
 HN0590* NAD 83(1986) POSITION- 37 56 38.     (N) 111 41 59.     (W)   SCALED
 HN0590* NAVD 88 ORTHO HEIGHT -  2711.781 (meters)     8896.90  (feet) ADJUSTED
 HN0590  ______________________________________________________________________
 HN0590  GEOID HEIGHT    -        -18.606 (meters)                     GEOID18
 HN0590  DYNAMIC HEIGHT  -       2708.233 (meters)     8885.26  (feet) COMP
 HN0590  MODELED GRAVITY -    979,221.9   (mgal)                       NAVD 88
 HN0590
 HN0590  VERT ORDER      -  SECOND    CLASS 0
 HN0590
 HN0590.The horizontal coordinates were scaled from a map and have
 HN0590.an estimated accuracy of +/- 6 seconds.
 HN0590
 HN0590.The orthometric height was determined by differential leveling and
 HN0590.adjusted by the NATIONAL GEODETIC SURVEY
 HN0590.in June 1991.
 HN0590
 HN0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0590.GEOID18 height accuracy estimate available here.
 HN0590
 HN0590.Click photographs - Photos may exist for this station.
 HN0590
 HN0590.The dynamic height is computed by dividing the NAVD 88
 HN0590.geopotential number by the normal gravity value computed on the
 HN0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0590.degrees latitude (g = 980.6199 gals.).
 HN0590
 HN0590.The modeled gravity was interpolated from observed gravity values.
 HN0590
 HN0590;                    North         East    Units  Estimated Accuracy
 HN0590;SPC UT S     - 3,141,770.      482,450.      MT  (+/- 180 meters Scaled)
 HN0590
 HN0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG385998(NAD 83)
 HN0590
 HN0590                          SUPERSEDED SURVEY CONTROL
 HN0590
 HN0590  NGVD 29 (??/??/92) 2710.310  (m)         8892.08   (f) ADJ UNCH    2 0
 HN0590
 HN0590.Superseded values are not recommended for survey control.
 HN0590
 HN0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0590.See file dsdata.pdf to determine how the superseded data were derived.
 HN0590
 HN0590_MARKER: DB = BENCH MARK DISK
 HN0590_SETTING: 80 = SET IN A BOULDER
 HN0590_STAMPING: L 163 1962
 HN0590_MARK LOGO: CGS
 HN0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0590+STABILITY: SURFACE MOTION
 HN0590
 HN0590  HISTORY     - Date     Condition        Report By
 HN0590  HISTORY     - 1962     MONUMENTED       CGS
 HN0590  HISTORY     - 1963     GOOD             CGS
 HN0590
 HN0590                          STATION DESCRIPTION
 HN0590
 HN0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0590'16.05 MI N FROM ESCALANTE.
 HN0590'16.05 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 HN0590'ESCALANTE, 0.65 MILE NORTH OF THE JUNCTION OF THE ENTRANCE ROAD TO
 HN0590'POSY LAKE AND FOREST CAMP, 0.05 MILE SOUTH OF THE JUNCTION OF NORTH
 HN0590'CREEK AND PINE CREEK TRAIL, AT THE NORTHWEST EDGE OF A WASH, IN THE
 HN0590'TOP OF A 3- BY 4-FOOT BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE
 HN0590'GROUND, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 4.2 FEET
 HN0590'SOUTHWEST OF A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0655 ***********************************************************************
 HN0655  DESIGNATION -  L 164
 HN0655  PID         -  HN0655
 HN0655  STATE/COUNTY-  UT/GARFIELD
 HN0655  COUNTRY     -  US
 HN0655  USGS QUAD   -  CANAAN PEAK (2017)
 HN0655
 HN0655                         *CURRENT SURVEY CONTROL
 HN0655  ______________________________________________________________________
 HN0655* NAD 83(1986) POSITION- 37 37 28.1    (N) 111 51 08.2    (W)   HD_HELD2
 HN0655* NAVD 88 ORTHO HEIGHT -  2169.916 (meters)     7119.13  (feet) ADJUSTED
 HN0655  ______________________________________________________________________
 HN0655  GEOID HEIGHT    -        -20.272 (meters)                     GEOID18
 HN0655  DYNAMIC HEIGHT  -       2167.222 (meters)     7110.29  (feet) COMP
 HN0655  MODELED GRAVITY -    979,310.6   (mgal)                       NAVD 88
 HN0655
 HN0655  VERT ORDER      -  SECOND    CLASS 0
 HN0655
 HN0655.The horizontal coordinates were established by autonomous hand held GPS
 HN0655.observations and have an estimated accuracy of +/- 10 meters.
 HN0655
 HN0655.The orthometric height was determined by differential leveling and
 HN0655.adjusted by the NATIONAL GEODETIC SURVEY
 HN0655.in June 1991.
 HN0655
 HN0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0655.GEOID18 height accuracy estimate available here.
 HN0655
 HN0655.Click photographs - Photos may exist for this station.
 HN0655
 HN0655.The dynamic height is computed by dividing the NAVD 88
 HN0655.geopotential number by the normal gravity value computed on the
 HN0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0655.degrees latitude (g = 980.6199 gals.).
 HN0655
 HN0655.The modeled gravity was interpolated from observed gravity values.
 HN0655
 HN0655;                    North         East    Units  Estimated Accuracy
 HN0655;SPC UT S     - 3,106,359.      468,903.      MT  (+/- 10 meters HH2 GPS)
 HN0655
 HN0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG2479164492(NAD 83)
 HN0655
 HN0655                          SUPERSEDED SURVEY CONTROL
 HN0655
 HN0655  NGVD 29 (??/??/92) 2168.555  (m)         7114.67   (f) ADJ UNCH    2 0
 HN0655
 HN0655.Superseded values are not recommended for survey control.
 HN0655
 HN0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0655.See file dsdata.pdf to determine how the superseded data were derived.
 HN0655
 HN0655_MARKER: DB = BENCH MARK DISK
 HN0655_SETTING: 66 = SET IN ROCK OUTCROP
 HN0655_STAMPING: L 164 1963
 HN0655_MARK LOGO: CGS
 HN0655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0655+STABILITY: POSITION/ELEVATION WELL
 HN0655
 HN0655  HISTORY     - Date     Condition        Report By
 HN0655  HISTORY     - 1963     MONUMENTED       CGS
 HN0655
 HN0655                          STATION DESCRIPTION
 HN0655
 HN0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0655'18.75 MI E FROM TROPIC.
 HN0655'18.75 MILES EAST ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT TROPIC,
 HN0655'19.85 MILES SOUTHWEST OF ESCALANTE, IN THE TOP OF A 4- BY 10-FOOT
 HN0655'SANDSTONE OUTCROP, 22 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.0
 HN0655'FEET NORTHWEST OF A WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN THE
 HN0655'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0068 ***********************************************************************
 HO0068  DESIGNATION -  L 165
 HO0068  PID         -  HO0068
 HO0068  STATE/COUNTY-  UT/GARFIELD
 HO0068  COUNTRY     -  US
 HO0068  USGS QUAD   -  TROPIC CANYON (2017)
 HO0068
 HO0068                         *CURRENT SURVEY CONTROL
 HO0068  ______________________________________________________________________
 HO0068* NAD 83(1986) POSITION- 37 39 41.     (N) 112 05 56.     (W)   SCALED
 HO0068* NAVD 88 ORTHO HEIGHT -  2032.749 (meters)     6669.11  (feet) ADJUSTED
 HO0068  ______________________________________________________________________
 HO0068  GEOID HEIGHT    -        -20.124 (meters)                     GEOID18
 HO0068  DYNAMIC HEIGHT  -       2030.247 (meters)     6660.90  (feet) COMP
 HO0068  MODELED GRAVITY -    979,326.4   (mgal)                       NAVD 88
 HO0068
 HO0068  VERT ORDER      -  SECOND    CLASS 0
 HO0068
 HO0068.The horizontal coordinates were scaled from a map and have
 HO0068.an estimated accuracy of +/- 6 seconds.
 HO0068
 HO0068.The orthometric height was determined by differential leveling and
 HO0068.adjusted by the NATIONAL GEODETIC SURVEY
 HO0068.in June 1991.
 HO0068
 HO0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0068.GEOID18 height accuracy estimate available here.
 HO0068
 HO0068.Click photographs - Photos may exist for this station.
 HO0068
 HO0068.The dynamic height is computed by dividing the NAVD 88
 HO0068.geopotential number by the normal gravity value computed on the
 HO0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0068.degrees latitude (g = 980.6199 gals.).
 HO0068
 HO0068.The modeled gravity was interpolated from observed gravity values.
 HO0068
 HO0068;                    North         East    Units  Estimated Accuracy
 HO0068;SPC UT S     - 3,110,570.      447,160.      MT  (+/- 180 meters Scaled)
 HO0068
 HO0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG030688(NAD 83)
 HO0068
 HO0068                          SUPERSEDED SURVEY CONTROL
 HO0068
 HO0068  NGVD 29 (??/??/92) 2031.375  (m)         6664.60   (f) ADJ UNCH    2 0
 HO0068
 HO0068.Superseded values are not recommended for survey control.
 HO0068
 HO0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0068.See file dsdata.pdf to determine how the superseded data were derived.
 HO0068
 HO0068_MARKER: DB = BENCH MARK DISK
 HO0068_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HO0068_SP_SET: CULVERT
 HO0068_STAMPING: L 165 1963
 HO0068_MARK LOGO: CGS
 HO0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0068
 HO0068  HISTORY     - Date     Condition        Report By
 HO0068  HISTORY     - 1963     MONUMENTED       CGS
 HO0068  HISTORY     - 20170628 GOOD             USPSQD
 HO0068
 HO0068                          STATION DESCRIPTION
 HO0068
 HO0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0068'3.15 MI N FROM TROPIC.
 HO0068'3.15 MILES NORTH ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT TROPIC,
 HO0068'IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL OF
 HO0068'A 24-INCH PIPE CULVERT, 20 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HO0068'HIGHWAY, AND ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY.
 HO0068
 HO0068                          STATION RECOVERY (2017)
 HO0068
 HO0068'RECOVERY NOTE BY US POWER SQUADRON 2017 (GDS)
 HO0068'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0595 ***********************************************************************
 HN0595  DESIGNATION -  L 166
 HN0595  PID         -  HN0595
 HN0595  STATE/COUNTY-  UT/GARFIELD
 HN0595  COUNTRY     -  US
 HN0595  USGS QUAD   -  POSY LAKE (2017)
 HN0595
 HN0595                         *CURRENT SURVEY CONTROL
 HN0595  ______________________________________________________________________
 HN0595* NAD 83(1986) POSITION- 37 59 07.     (N) 111 43 15.     (W)   SCALED
 HN0595* NAVD 88 ORTHO HEIGHT -  3012.205 (meters)     9882.54  (feet) ADJUSTED
 HN0595  ______________________________________________________________________
 HN0595  GEOID HEIGHT    -        -18.346 (meters)                     GEOID18
 HN0595  DYNAMIC HEIGHT  -       3008.128 (meters)     9869.17  (feet) COMP
 HN0595  MODELED GRAVITY -    979,165.0   (mgal)                       NAVD 88
 HN0595
 HN0595  VERT ORDER      -  SECOND    CLASS 0
 HN0595
 HN0595.The horizontal coordinates were scaled from a map and have
 HN0595.an estimated accuracy of +/- 6 seconds.
 HN0595
 HN0595.The orthometric height was determined by differential leveling and
 HN0595.adjusted by the NATIONAL GEODETIC SURVEY
 HN0595.in June 1991.
 HN0595
 HN0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0595.GEOID18 height accuracy estimate available here.
 HN0595
 HN0595.Click photographs - Photos may exist for this station.
 HN0595
 HN0595.The dynamic height is computed by dividing the NAVD 88
 HN0595.geopotential number by the normal gravity value computed on the
 HN0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0595.degrees latitude (g = 980.6199 gals.).
 HN0595
 HN0595.The modeled gravity was interpolated from observed gravity values.
 HN0595
 HN0595;                    North         East    Units  Estimated Accuracy
 HN0595;SPC UT S     - 3,146,370.      480,600.      MT  (+/- 180 meters Scaled)
 HN0595
 HN0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH366044(NAD 83)
 HN0595
 HN0595                          SUPERSEDED SURVEY CONTROL
 HN0595
 HN0595  NGVD 29 (??/??/92) 3010.635  (m)         9877.39   (f) ADJ UNCH    2 0
 HN0595
 HN0595.Superseded values are not recommended for survey control.
 HN0595
 HN0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0595.See file dsdata.pdf to determine how the superseded data were derived.
 HN0595
 HN0595_MARKER: DB = BENCH MARK DISK
 HN0595_SETTING: 80 = SET IN A BOULDER
 HN0595_STAMPING: L 166 1963
 HN0595_MARK LOGO: CGS
 HN0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0595+STABILITY: SURFACE MOTION
 HN0595
 HN0595  HISTORY     - Date     Condition        Report By
 HN0595  HISTORY     - 1963     MONUMENTED       CGS
 HN0595
 HN0595                          STATION DESCRIPTION
 HN0595
 HN0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0595'19.9 MI N FROM ESCALANTE.
 HN0595'19.9 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 HN0595'ESCALANTE, AT THE NORTH SIDE OF CYCLONE LAKE, 0.1 MILE EAST OF A
 HN0595'CATTLEGUARD, IN THE TOP OF A 4- BY 4-FOOT BOULDER WHICH PROJECTS ABOUT
 HN0595'3 FEET ABOVE THE GROUND, 56 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 HN0595'2.7 FEET NORTH OF A WITNESS POST, AND ABOUT 4 FEET HIGHER THAN THE
 HN0595'ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0221 ***********************************************************************
 JN0221  DESIGNATION -  L 167
 JN0221  PID         -  JN0221
 JN0221  STATE/COUNTY-  UT/WAYNE
 JN0221  COUNTRY     -  US
 JN0221  USGS QUAD   -  SMOOTH KNOLL (2017)
 JN0221
 JN0221                         *CURRENT SURVEY CONTROL
 JN0221  ______________________________________________________________________
 JN0221* NAD 83(1986) POSITION- 38 13 06.     (N) 111 38 36.     (W)   SCALED
 JN0221* NAVD 88 ORTHO HEIGHT -  2600.134 (meters)     8530.61  (feet) ADJUSTED
 JN0221  ______________________________________________________________________
 JN0221  GEOID HEIGHT    -        -17.776 (meters)                     GEOID18
 JN0221  DYNAMIC HEIGHT  -       2596.859 (meters)     8519.86  (feet) COMP
 JN0221  MODELED GRAVITY -    979,274.7   (mgal)                       NAVD 88
 JN0221
 JN0221  VERT ORDER      -  SECOND    CLASS 0
 JN0221
 JN0221.The horizontal coordinates were scaled from a map and have
 JN0221.an estimated accuracy of +/- 6 seconds.
 JN0221
 JN0221.The orthometric height was determined by differential leveling and
 JN0221.adjusted by the NATIONAL GEODETIC SURVEY
 JN0221.in June 1991.
 JN0221
 JN0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0221.GEOID18 height accuracy estimate available here.
 JN0221
 JN0221.Click photographs - Photos may exist for this station.
 JN0221
 JN0221.The dynamic height is computed by dividing the NAVD 88
 JN0221.geopotential number by the normal gravity value computed on the
 JN0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0221.degrees latitude (g = 980.6199 gals.).
 JN0221
 JN0221.The modeled gravity was interpolated from observed gravity values.
 JN0221
 JN0221;                    North         East    Units  Estimated Accuracy
 JN0221;SPC UT S     - 3,172,220.      487,450.      MT  (+/- 180 meters Scaled)
 JN0221
 JN0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH436302(NAD 83)
 JN0221
 JN0221                          SUPERSEDED SURVEY CONTROL
 JN0221
 JN0221  NGVD 29 (??/??/92) 2598.700  (m)         8525.90   (f) ADJ UNCH    2 0
 JN0221
 JN0221.Superseded values are not recommended for survey control.
 JN0221
 JN0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0221.See file dsdata.pdf to determine how the superseded data were derived.
 JN0221
 JN0221_MARKER: DB = BENCH MARK DISK
 JN0221_SETTING: 66 = SET IN ROCK OUTCROP
 JN0221_STAMPING: L 167 1963
 JN0221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0221+STABILITY: POSITION/ELEVATION WELL
 JN0221
 JN0221  HISTORY     - Date     Condition        Report By
 JN0221  HISTORY     - 1963     MONUMENTED       CGS
 JN0221
 JN0221                          STATION DESCRIPTION
 JN0221
 JN0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0221'14.25 MI S FROM LOA.
 JN0221'14.25 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0221'24 AT LOA, IN THE TOP OF A 10- BY 20-FOOT OUTCROP WHICH PROJECTS ABOUT
 JN0221'2 FEET ABOVE THE GROUND, 249 FEET WEST OF THE CENTER LINE OF THE ROAD,
 JN0221'9.0 FEET SOUTH OF A WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE
 JN0221'ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0349 ***********************************************************************
 HN0349  DESIGNATION -  L 168
 HN0349  PID         -  HN0349
 HN0349  STATE/COUNTY-  UT/GARFIELD
 HN0349  COUNTRY     -  US
 HN0349  USGS QUAD   -  TENMILE FLAT (2017)
 HN0349
 HN0349                         *CURRENT SURVEY CONTROL
 HN0349  ______________________________________________________________________
 HN0349* NAD 83(1986) POSITION- 37 39 58.     (N) 111 28 11.     (W)   SCALED
 HN0349* NAVD 88 ORTHO HEIGHT -  1654.097 (meters)     5426.82  (feet) ADJUSTED
 HN0349  ______________________________________________________________________
 HN0349  GEOID HEIGHT    -        -20.780 (meters)                     GEOID18
 HN0349  DYNAMIC HEIGHT  -       1652.221 (meters)     5420.66  (feet) COMP
 HN0349  MODELED GRAVITY -    979,437.3   (mgal)                       NAVD 88
 HN0349
 HN0349  VERT ORDER      -  SECOND    CLASS 0
 HN0349
 HN0349.The horizontal coordinates were scaled from a map and have
 HN0349.an estimated accuracy of +/- 6 seconds.
 HN0349
 HN0349.The orthometric height was determined by differential leveling and
 HN0349.adjusted by the NATIONAL GEODETIC SURVEY
 HN0349.in June 1991.
 HN0349
 HN0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0349.GEOID18 height accuracy estimate available here.
 HN0349
 HN0349.Click photographs - Photos may exist for this station.
 HN0349
 HN0349.The dynamic height is computed by dividing the NAVD 88
 HN0349.geopotential number by the normal gravity value computed on the
 HN0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0349.degrees latitude (g = 980.6199 gals.).
 HN0349
 HN0349.The modeled gravity was interpolated from observed gravity values.
 HN0349
 HN0349;                    North         East    Units  Estimated Accuracy
 HN0349;SPC UT S     - 3,110,920.      502,670.      MT  (+/- 180 meters Scaled)
 HN0349
 HN0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG585688(NAD 83)
 HN0349
 HN0349                          SUPERSEDED SURVEY CONTROL
 HN0349
 HN0349  NGVD 29 (??/??/92) 1652.968  (m)         5423.11   (f) ADJ UNCH    2 0
 HN0349
 HN0349.Superseded values are not recommended for survey control.
 HN0349
 HN0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0349.See file dsdata.pdf to determine how the superseded data were derived.
 HN0349
 HN0349_MARKER: DB = BENCH MARK DISK
 HN0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0349_STAMPING: L 168 1963
 HN0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0349+STABILITY: SURFACE MOTION
 HN0349
 HN0349  HISTORY     - Date     Condition        Report By
 HN0349  HISTORY     - 1963     MONUMENTED       CGS
 HN0349
 HN0349                          STATION DESCRIPTION
 HN0349
 HN0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0349'10.25 MI SE FROM ESCALANTE.
 HN0349'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0349'AT ESCALANTE, THENCE 5.25 MILES SOUTHEAST ALONG A DIRT ROAD, ABOUT 0.5
 HN0349'MILE SOUTHEAST OF THE NORTHWEST EDGE OF TEN MILE FLAT, 38 FEET
 HN0349'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 33 FEET NORTHEAST OF THE
 HN0349'NORTHEAST EDGE OF A WASH, 2.3 FEET NORTHEAST OF A WITNESS POST, ABOUT
 HN0349'1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HN0349'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0510 ***********************************************************************
 HN0510  DESIGNATION -  L 169
 HN0510  PID         -  HN0510
 HN0510  STATE/COUNTY-  UT/KANE
 HN0510  COUNTRY     -  US
 HN0510  USGS QUAD   -  SOONER BENCH (2017)
 HN0510
 HN0510                         *CURRENT SURVEY CONTROL
 HN0510  ______________________________________________________________________
 HN0510* NAD 83(1986) POSITION- 37 18 42.     (N) 111 02 25.     (W)   SCALED
 HN0510* NAVD 88 ORTHO HEIGHT -  1295.801 (meters)     4251.31  (feet) ADJUSTED
 HN0510  ______________________________________________________________________
 HN0510  GEOID HEIGHT    -        -22.597 (meters)                     GEOID18
 HN0510  DYNAMIC HEIGHT  -       1294.265 (meters)     4246.27  (feet) COMP
 HN0510  MODELED GRAVITY -    979,402.3   (mgal)                       NAVD 88
 HN0510
 HN0510  VERT ORDER      -  SECOND    CLASS 0
 HN0510
 HN0510.The horizontal coordinates were scaled from a map and have
 HN0510.an estimated accuracy of +/- 6 seconds.
 HN0510
 HN0510.The orthometric height was determined by differential leveling and
 HN0510.adjusted by the NATIONAL GEODETIC SURVEY
 HN0510.in June 1991.
 HN0510
 HN0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0510.GEOID18 height accuracy estimate available here.
 HN0510
 HN0510.Click photographs - Photos may exist for this station.
 HN0510
 HN0510.The dynamic height is computed by dividing the NAVD 88
 HN0510.geopotential number by the normal gravity value computed on the
 HN0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0510.degrees latitude (g = 980.6199 gals.).
 HN0510
 HN0510.The modeled gravity was interpolated from observed gravity values.
 HN0510
 HN0510;                    North         East    Units  Estimated Accuracy
 HN0510;SPC UT S     - 3,071,680.      540,750.      MT  (+/- 180 meters Scaled)
 HN0510
 HN0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG964294(NAD 83)
 HN0510
 HN0510                          SUPERSEDED SURVEY CONTROL
 HN0510
 HN0510  NGVD 29 (??/??/92) 1294.716  (m)         4247.75   (f) ADJ UNCH    2 0
 HN0510
 HN0510.Superseded values are not recommended for survey control.
 HN0510
 HN0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0510.See file dsdata.pdf to determine how the superseded data were derived.
 HN0510
 HN0510_MARKER: DB = BENCH MARK DISK
 HN0510_SETTING: 66 = SET IN ROCK OUTCROP
 HN0510_STAMPING: L 169 1963
 HN0510_MARK LOGO: CGS
 HN0510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0510+STABILITY: POSITION/ELEVATION WELL
 HN0510
 HN0510  HISTORY     - Date     Condition        Report By
 HN0510  HISTORY     - 1963     MONUMENTED       CGS
 HN0510
 HN0510                          STATION DESCRIPTION
 HN0510
 HN0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0510'47.0 MI SE FROM ESCALANTE.
 HN0510'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0510'AT ESCALANTE, THENCE 42.0 MILES SOUTHEAST ALONG A DIRT ROAD, 0.4 MILE
 HN0510'NORTH OF A SOONER TRAIL SIGN, ABOUT 152 FEET NORTHWEST OF THE CENTER
 HN0510'OF THE CROSSING OF A WASH, 137 FEET WEST OF THE CENTER LINE OF THE
 HN0510'ROAD, IN THE TOP OF THE EAST END OF A LARGE SANDSTONE OUTCROP, 2.8
 HN0510'FEET WEST OF A WITNESS POST, AND ABOUT 6 1/2 FEET HIGHER THAN THE
 HN0510'ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0460 ***********************************************************************
 LO0460  DESIGNATION -  L 17
 LO0460  PID         -  LO0460
 LO0460  STATE/COUNTY-  UT/UTAH
 LO0460  COUNTRY     -  US
 LO0460  USGS QUAD   -  SPANISH FORK PEAK (2017)
 LO0460
 LO0460                         *CURRENT SURVEY CONTROL
 LO0460  ______________________________________________________________________
 LO0460* NAD 83(1994) POSITION- 40 06 56.31432(N) 111 36 22.69358(W)   ADJUSTED
 LO0460* NAVD 88 ORTHO HEIGHT -  1437.944 (meters)     4717.65  (feet) ADJUSTED
 LO0460  ______________________________________________________________________
 LO0460  GEOID HEIGHT    -        -17.102 (meters)                     GEOID18
 LO0460  LAPLACE CORR    -         10.16  (seconds)                    DEFLEC18
 LO0460  DYNAMIC HEIGHT  -       1436.658 (meters)     4713.44  (feet) COMP
 LO0460  MODELED GRAVITY -    979,681.8   (mgal)                       NAVD 88
 LO0460
 LO0460  HORZ ORDER      -  THIRD
 LO0460  VERT ORDER      -  FIRST     CLASS II
 LO0460
 LO0460.The horizontal coordinates were established by classical geodetic methods
 LO0460.and adjusted by the National Geodetic Survey in November 1997.
 LO0460
 LO0460.The orthometric height was determined by differential leveling and
 LO0460.adjusted by the NATIONAL GEODETIC SURVEY
 LO0460.in June 1991.
 LO0460
 LO0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0460.GEOID18 height accuracy estimate available here.
 LO0460
 LO0460.Click photographs - Photos may exist for this station.
 LO0460
 LO0460.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0460
 LO0460.The dynamic height is computed by dividing the NAVD 88
 LO0460.geopotential number by the normal gravity value computed on the
 LO0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0460.degrees latitude (g = 980.6199 gals.).
 LO0460
 LO0460.The modeled gravity was interpolated from observed gravity values.
 LO0460
 LO0460. The following values were computed from the NAD 83(1994) position.
 LO0460
 LO0460;                    North         East     Units Scale Factor Converg.
 LO0460;SPC UT C     - 2,197,876.019   490,938.453   MT  0.99991079   -0 04 05.1
 LO0460;SPC UT C     - 7,210,864.91  1,610,687.24   sFT  0.99991079   -0 04 05.1
 LO0460;UTM  12      - 4,440,768.718   448,333.337   MT  0.99963286   -0 23 26.4
 LO0460
 LO0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0460!SPC UT C     -   0.99977715  x   0.99991079  =   0.99968796
 LO0460!UTM  12      -   0.99977715  x   0.99963286  =   0.99941010
 LO0460
 LO0460:                Primary Azimuth Mark                     Grid Az
 LO0460:SPC UT C     -  DICK                                     075 13 44.1
 LO0460:UTM  12      -  DICK                                     075 33 05.4
 LO0460
 LO0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4833340768(NAD 83)
 LO0460
 LO0460|---------------------------------------------------------------------|
 LO0460| PID    Reference Object                     Distance      Geod. Az  |
 LO0460|                                                           dddmmss.s |
 LO0460| LO0759 DICK                                APPROX.11.1 KM 0750939.0 |
 LO0460|---------------------------------------------------------------------|
 LO0460
 LO0460                          SUPERSEDED SURVEY CONTROL
 LO0460
 LO0460  NAD 83(1993)-  40 06 56.31504(N)    111 36 22.69108(W) AD(       ) 3
 LO0460  NAD 83(1986)-  40 06 56.30330(N)    111 36 22.68811(W) AD(       ) 3
 LO0460  NAD 27      -  40 06 56.45337(N)    111 36 19.97059(W) AD(       ) 3
 LO0460  NGVD 29 (??/??/92) 1436.917  (m)         4714.29   (f) ADJ UNCH    1 2
 LO0460  NGVD 29            1436.92   (m)         4714.3    (f) LEVELING    3  
 LO0460
 LO0460.Superseded values are not recommended for survey control.
 LO0460
 LO0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0460.See file dsdata.pdf to determine how the superseded data were derived.
 LO0460
 LO0460_MARKER: DB = BENCH MARK DISK
 LO0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0460_STAMPING: 4714.285 L 17 1927
 LO0460_MARK LOGO: CGS
 LO0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0460+STABILITY: SURFACE MOTION
 LO0460
 LO0460  HISTORY     - Date     Condition        Report By
 LO0460  HISTORY     - 1927     MONUMENTED       CGS
 LO0460  HISTORY     - 1934     GOOD             CGS
 LO0460  HISTORY     - 1946     GOOD             USGS
 LO0460  HISTORY     - 19900410 MARK NOT FOUND   USGS
 LO0460
 LO0460                          STATION DESCRIPTION
 LO0460
 LO0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0460'4.0 MI S FROM SPRINGVILLE.
 LO0460'4.0 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 LO0460'SPRINGVILLE, UTAH COUNTY, ABOUT 100 YARDS SOUTH OF MILEPOST 692, NORTH
 LO0460'OF A PUBLIC-ROAD CROSSING, 100 FEET EAST OF THE CENTERLINE OF THE
 LO0460'TRACK, AND AT A SHARP-ANGLED FENCE CORNER.  A STANDARD DISK, STAMPED
 LO0460'4714.285 L 17 1927 AND SET IN THE TOP OF A CONCRETE POST.
 LO0460
 LO0460                          STATION RECOVERY (1946)
 LO0460
 LO0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 LO0460'AN NGS LEVEL BENCH MARK DESCRIBED AS FOLLOWS --- ABOUT 4.0 MI. S.
 LO0460'ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM SPRINGVILLE,
 LO0460'UTAH COUNTY, ABOUT 100 YARDS S. OF MILEPOST 692, N., OF A PUBLIC RD.
 LO0460'CROSSING ABOUT 100 FT. E. OF CENTER LINE OF TRACK, AT A SHARP ANGLED
 LO0460'FENCE CORNER.  A STANDARD DISC STAMPED ---4714.285 L 17 1927---AND SET
 LO0460'IN THE TOP OF A CONCRETE POST.
 LO0460'
 LO0460'STATION IS 39 FT. N. AND 83 FT. E. OF CENTER LINES OF HIGHWAY AND
 LO0460'RAILROAD.
 LO0460'
 LO0460'STATION MARK - STANDARD NGS B.M. DISK STAMPED ---4714.285 L 17 1927---
 LO0460'SET IN TOP OF CONCRETE POST.
 LO0460'
 LO0460'REFERENCE MARKS - NONE.
 LO0460
 LO0460                          STATION RECOVERY (1990)
 LO0460
 LO0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SDC)
 LO0460'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0479 ***********************************************************************
 MR0479  DESIGNATION -  L 170
 MR0479  PID         -  MR0479
 MR0479  STATE/COUNTY-  UT/CACHE
 MR0479  COUNTRY     -  US
 MR0479  USGS QUAD   -  TRENTON (2017)
 MR0479
 MR0479                         *CURRENT SURVEY CONTROL
 MR0479  ______________________________________________________________________
 MR0479* NAD 83(1986) POSITION- 41 56 57.     (N) 111 57 00.     (W)   SCALED
 MR0479* NAVD 88 ORTHO HEIGHT -  1361.504 (meters)     4466.87  (feet) ADJUSTED
 MR0479  ______________________________________________________________________
 MR0479  GEOID HEIGHT    -        -15.008 (meters)                     GEOID18
 MR0479  DYNAMIC HEIGHT  -       1360.554 (meters)     4463.75  (feet) COMP
 MR0479  MODELED GRAVITY -    979,878.2   (mgal)                       NAVD 88
 MR0479  OBS GRAVITY     -    979,878.6   (mgal)                       GRAV_OBS
 MR0479
 MR0479  VERT ORDER      -  FIRST     CLASS I
 MR0479
 MR0479.The horizontal coordinates were scaled from a map and have
 MR0479.an estimated accuracy of +/- 6 seconds.
 MR0479
 MR0479.The orthometric height was determined by differential leveling and
 MR0479.adjusted by the NATIONAL GEODETIC SURVEY
 MR0479.in June 1991.
 MR0479
 MR0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0479.GEOID18 height accuracy estimate available here.
 MR0479
 MR0479.Click photographs - Photos may exist for this station.
 MR0479
 MR0479.The dynamic height is computed by dividing the NAVD 88
 MR0479.geopotential number by the normal gravity value computed on the
 MR0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0479.degrees latitude (g = 980.6199 gals.).
 MR0479
 MR0479.The modeled gravity was interpolated from observed gravity values.
 MR0479
 MR0479.The observed gravity was obtained from relative gravimeter ties
 MR0479.to the IGSN71 gravity network.
 MR0479
 MR0479;                    North         East    Units  Estimated Accuracy
 MR0479;SPC UT N     - 1,179,540.      462,690.      MT  (+/- 180 meters Scaled)
 MR0479
 MR0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM212445(NAD 83)
 MR0479
 MR0479                          SUPERSEDED SURVEY CONTROL
 MR0479
 MR0479  NGVD 29 (??/??/92) 1360.452  (m)         4463.42   (f) ADJ UNCH    1 1
 MR0479
 MR0479.Superseded values are not recommended for survey control.
 MR0479
 MR0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0479.See file dsdata.pdf to determine how the superseded data were derived.
 MR0479
 MR0479_MARKER: DB = BENCH MARK DISK
 MR0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0479_STAMPING: L 170 1967
 MR0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0479+STABILITY: SURFACE MOTION
 MR0479
 MR0479  HISTORY     - Date     Condition        Report By
 MR0479  HISTORY     - 1967     MONUMENTED       CGS
 MR0479
 MR0479                          STATION DESCRIPTION
 MR0479
 MR0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0479'2.2 MI N FROM TRENTON.
 MR0479'2.2 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 MR0479'STATE HIGHWAY 170 AT TRENTON, 2 POLES SOUTH OF MILEPOLE 59, 1 POLE
 MR0479'SOUTH OF THE CROSSING OF A PRIVATE ROAD, 36.8 FEET WEST OF THE WEST
 MR0479'RAIL, 2 1/2 FEET EAST OF THE SECOND TELEPHONE POLE SOUTH OF THE
 MR0479'MILEPOLE, 10.7 FEET WEST OF A FENCE, 1.3 FEET NORTH OF A WITNESS POST,
 MR0479'ABOUT 7 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A 5/8-INCH
 MR0479'COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 24 FEET. THE
 MR0479'UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.3
 MR0479'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0163 ***********************************************************************
 MS0163  DESIGNATION -  L 171
 MS0163  PID         -  MS0163
 MS0163  STATE/COUNTY-  UT/BOX ELDER
 MS0163  COUNTRY     -  US
 MS0163  USGS QUAD   -  WILLARD (2017)
 MS0163
 MS0163                         *CURRENT SURVEY CONTROL
 MS0163  ______________________________________________________________________
 MS0163* NAD 83(1986) POSITION- 41 29 05.8    (N) 112 00 59.9    (W)   HD_HELD2
 MS0163* NAVD 88 ORTHO HEIGHT -  1330.811 (meters)     4366.17  (feet) ADJUSTED
 MS0163  ______________________________________________________________________
 MS0163  GEOID HEIGHT    -        -16.033 (meters)                     GEOID18
 MS0163  DYNAMIC HEIGHT  -       1329.852 (meters)     4363.02  (feet) COMP
 MS0163  MODELED GRAVITY -    979,856.7   (mgal)                       NAVD 88
 MS0163
 MS0163  VERT ORDER      -  FIRST     CLASS I
 MS0163
 MS0163.The horizontal coordinates were established by autonomous hand held GPS
 MS0163.observations and have an estimated accuracy of +/- 10 meters.
 MS0163
 MS0163.The orthometric height was determined by differential leveling and
 MS0163.adjusted by the NATIONAL GEODETIC SURVEY
 MS0163.in June 1991.
 MS0163
 MS0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0163.GEOID18 height accuracy estimate available here.
 MS0163
 MS0163.Click photographs - Photos may exist for this station.
 MS0163
 MS0163.The dynamic height is computed by dividing the NAVD 88
 MS0163.geopotential number by the normal gravity value computed on the
 MS0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0163.degrees latitude (g = 980.6199 gals.).
 MS0163
 MS0163.The modeled gravity was interpolated from observed gravity values.
 MS0163
 MS0163;                    North         East    Units  Estimated Accuracy
 MS0163;SPC UT N     - 1,128,016.      456,854.      MT  (+/- 10 meters HH2 GPS)
 MS0163
 MS0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1512893091(NAD 83)
 MS0163
 MS0163                          SUPERSEDED SURVEY CONTROL
 MS0163
 MS0163  NGVD 29 (??/??/92) 1329.813  (m)         4362.89   (f) ADJ UNCH    1 1
 MS0163
 MS0163.Superseded values are not recommended for survey control.
 MS0163
 MS0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0163.See file dsdata.pdf to determine how the superseded data were derived.
 MS0163
 MS0163_MARKER: DB = BENCH MARK DISK
 MS0163_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0163_SP_SET: IRRIGATION STRUCTURE
 MS0163_STAMPING: L 171 1967
 MS0163_MARK LOGO: CGS
 MS0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0163+STABILITY: SURFACE MOTION
 MS0163
 MS0163  HISTORY     - Date     Condition        Report By
 MS0163  HISTORY     - 1967     MONUMENTED       CGS
 MS0163
 MS0163                          STATION DESCRIPTION
 MS0163
 MS0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0163'1.85 MI S FROM BRIGHAM CITY.
 MS0163'1.85 MILES SOUTH ALONG U.S. HIGHWAYS 89, 91 AND 30S FROM THE
 MS0163'COURTHOUSE AT BRIGHAM CITY, 0.15 MILE SOUTH OF THE CROSSING OF UNION
 MS0163'PACIFIC RAILROAD SPUR TRACK TO AN INDIAN SCHOOL, IN THE TOP OF THE
 MS0163'SOUTHEAST CORNER OF A 3 1/2 - BY 6-FOOT IRRIGATION STRUCTURE WITH A
 MS0163'STEEL GRATE, 53 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE
 MS0163'HIGHWAY, 95 FEET SOUTH OF THE ENTRANCE DRIVEWAY EAST TO BAY VIEW
 MS0163'MOTEL, 29 FEET EAST OF THE EAST ONE OF THREE IRON POST SUPPORTING A
 MS0163'INTERSTATE HIGHWAY 15 TRAFFIC KEEP LEFT SIGN, 16 1/2 FEET EAST OF THE
 MS0163'CENTER OF A FIRE HYDRANT, AND ABOUT 3 1/2 FEET HIGHER THAN THE
 MS0163'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0136 ***********************************************************************
 MS0136  DESIGNATION -  L 172
 MS0136  PID         -  MS0136
 MS0136  STATE/COUNTY-  UT/WEBER
 MS0136  COUNTRY     -  US
 MS0136  USGS QUAD   -  ROY (2017)
 MS0136
 MS0136                         *CURRENT SURVEY CONTROL
 MS0136  ______________________________________________________________________
 MS0136* NAD 83(1986) POSITION- 41 09 43.     (N) 112 01 35.     (W)   SCALED
 MS0136* NAVD 88 ORTHO HEIGHT -  1383.803 (meters)     4540.03  (feet) ADJUSTED
 MS0136  ______________________________________________________________________
 MS0136  GEOID HEIGHT    -        -16.945 (meters)                     GEOID18
 MS0136  DYNAMIC HEIGHT  -       1382.732 (meters)     4536.51  (feet) COMP
 MS0136  MODELED GRAVITY -    979,802.1   (mgal)                       NAVD 88
 MS0136
 MS0136  VERT ORDER      -  FIRST     CLASS I
 MS0136
 MS0136.The horizontal coordinates were scaled from a map and have
 MS0136.an estimated accuracy of +/- 6 seconds.
 MS0136
 MS0136.The orthometric height was determined by differential leveling and
 MS0136.adjusted by the NATIONAL GEODETIC SURVEY
 MS0136.in June 1991.
 MS0136
 MS0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0136.GEOID18 height accuracy estimate available here.
 MS0136
 MS0136.Click photographs - Photos may exist for this station.
 MS0136
 MS0136.The dynamic height is computed by dividing the NAVD 88
 MS0136.geopotential number by the normal gravity value computed on the
 MS0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0136.degrees latitude (g = 980.6199 gals.).
 MS0136
 MS0136.The modeled gravity was interpolated from observed gravity values.
 MS0136
 MS0136;                    North         East    Units  Estimated Accuracy
 MS0136;SPC UT N     - 1,092,150.      455,820.      MT  (+/- 180 meters Scaled)
 MS0136
 MS0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL138572(NAD 83)
 MS0136
 MS0136                          SUPERSEDED SURVEY CONTROL
 MS0136
 MS0136  NGVD 29 (??/??/92) 1382.803  (m)         4536.75   (f) ADJ UNCH    1 1
 MS0136
 MS0136.Superseded values are not recommended for survey control.
 MS0136
 MS0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0136.See file dsdata.pdf to determine how the superseded data were derived.
 MS0136
 MS0136_MARKER: DB = BENCH MARK DISK
 MS0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0136_SP_SET: BUILDING
 MS0136_STAMPING: L 172 1967
 MS0136_MARK LOGO: CGS
 MS0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0136
 MS0136  HISTORY     - Date     Condition        Report By
 MS0136  HISTORY     - 1967     MONUMENTED       CGS
 MS0136  HISTORY     - 1983     MARK NOT FOUND   NGS
 MS0136
 MS0136                          STATION DESCRIPTION
 MS0136
 MS0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0136'IN ROY.
 MS0136'AT ROY, AT THE NORTHWEST CORNER OF THE INTERSECTION OF U.S. HIGHWAY 91
 MS0136'AND 5600 SOUTH STREET, SET VERTICALLY IN THE SOUTH FACE OF THE BRICK
 MS0136'WALL OF MAYFAIR MARKET, 81.3 FEET WEST OF THE WEST CURB OF THE
 MS0136'HIGHWAY, 53.1 FEET NORTH OF THE NORTH CURB OF THE STREET, 1.2 FEET
 MS0136'WEST OF THE SOUTHEAST CORNER OF THE BUILDING, AND ABOUT 1/2 FOOT
 MS0136'HIGHER THAN THE SURFACE OF THE ASPHALT PARKING LOT.
 MS0136
 MS0136                          STATION RECOVERY (1983)
 MS0136
 MS0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MS0136'THERE IS NOW A PARKING LOT AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0248 ***********************************************************************
 LP0248  DESIGNATION -  L 173
 LP0248  PID         -  LP0248
 LP0248  STATE/COUNTY-  UT/TOOELE
 LP0248  COUNTRY     -  US
 LP0248  USGS QUAD   -  TOOELE (2017)
 LP0248
 LP0248                         *CURRENT SURVEY CONTROL
 LP0248  ______________________________________________________________________
 LP0248* NAD 83(1986) POSITION- 40 34 19.     (N) 112 17 04.     (W)   SCALED
 LP0248* NAVD 88 ORTHO HEIGHT -  1440.696 (meters)     4726.68  (feet) ADJUSTED
 LP0248  ______________________________________________________________________
 LP0248  GEOID HEIGHT    -        -17.344 (meters)                     GEOID18
 LP0248  DYNAMIC HEIGHT  -       1439.501 (meters)     4722.76  (feet) COMP
 LP0248  MODELED GRAVITY -    979,745.0   (mgal)                       NAVD 88
 LP0248  OBS GRAVITY     -    979,748.6   (mgal)                       GRAV_OBS
 LP0248
 LP0248  VERT ORDER      -  FIRST     CLASS I
 LP0248
 LP0248.The horizontal coordinates were scaled from a map and have
 LP0248.an estimated accuracy of +/- 6 seconds.
 LP0248
 LP0248.The orthometric height was determined by differential leveling and
 LP0248.adjusted by the NATIONAL GEODETIC SURVEY
 LP0248.in June 1991.
 LP0248
 LP0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0248.GEOID18 height accuracy estimate available here.
 LP0248
 LP0248.Click photographs - Photos may exist for this station.
 LP0248
 LP0248.The dynamic height is computed by dividing the NAVD 88
 LP0248.geopotential number by the normal gravity value computed on the
 LP0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0248.degrees latitude (g = 980.6199 gals.).
 LP0248
 LP0248.The modeled gravity was interpolated from observed gravity values.
 LP0248
 LP0248.The observed gravity was obtained from relative gravimeter ties
 LP0248.to the IGSN71 gravity network.
 LP0248
 LP0248;                    North         East    Units  Estimated Accuracy
 LP0248;SPC UT C     - 2,248,830.      433,580.      MT  (+/- 180 meters Scaled)
 LP0248
 LP0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK912920(NAD 83)
 LP0248
 LP0248                          SUPERSEDED SURVEY CONTROL
 LP0248
 LP0248  NGVD 29 (??/??/92) 1439.238  (m)         4721.90   (f) ADJ UNCH    1 1
 LP0248
 LP0248.Superseded values are not recommended for survey control.
 LP0248
 LP0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0248.See file dsdata.pdf to determine how the superseded data were derived.
 LP0248
 LP0248_MARKER: DB = BENCH MARK DISK
 LP0248_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0248_SP_SET: CULVERT HEADWALL
 LP0248_STAMPING: L 173 1970
 LP0248_MARK LOGO: CGS
 LP0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0248+STABILITY: SURFACE MOTION
 LP0248
 LP0248  HISTORY     - Date     Condition        Report By
 LP0248  HISTORY     - 1970     MONUMENTED       NGS
 LP0248
 LP0248                          STATION DESCRIPTION
 LP0248
 LP0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0248'3.95 MI NE FROM WARNER.
 LP0248'3.95 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LP0248'AT WARNER, 0.15 MILE SOUTHWEST OF A PRIVATE ROAD CROSSING, 1 POLE
 LP0248'SOUTHWEST OF MILE POST 752.25, IN THE TOP AND 0.8 FOOT NORTHEAST OF
 LP0248'THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF CULVERT
 LP0248'752.25, 8.3 FEET NORTHWEST OF THE NORTHWEST RAIL AND ABOUT 2 FEET
 LP0248'LOWER THAN THE TRACK.  SECTION 10, T 4W, R 3S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0224 ***********************************************************************
 LP0224  DESIGNATION -  L 174
 LP0224  PID         -  LP0224
 LP0224  STATE/COUNTY-  UT/SALT LAKE
 LP0224  COUNTRY     -  US
 LP0224  USGS QUAD   -  MAGNA (2017)
 LP0224
 LP0224                         *CURRENT SURVEY CONTROL
 LP0224  ______________________________________________________________________
 LP0224* NAD 83(1986) POSITION- 40 43 05.     (N) 112 05 20.     (W)   SCALED
 LP0224* NAVD 88 ORTHO HEIGHT -  1292.048 (meters)     4238.99  (feet) ADJUSTED
 LP0224  ______________________________________________________________________
 LP0224  GEOID HEIGHT    -        -17.178 (meters)                     GEOID18
 LP0224  DYNAMIC HEIGHT  -       1291.047 (meters)     4235.71  (feet) COMP
 LP0224  MODELED GRAVITY -    979,805.6   (mgal)                       NAVD 88
 LP0224
 LP0224  VERT ORDER      -  FIRST     CLASS I
 LP0224
 LP0224.The horizontal coordinates were scaled from a map and have
 LP0224.an estimated accuracy of +/- 6 seconds.
 LP0224
 LP0224.The orthometric height was determined by differential leveling and
 LP0224.adjusted by the NATIONAL GEODETIC SURVEY
 LP0224.in June 1991.
 LP0224
 LP0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0224.GEOID18 height accuracy estimate available here.
 LP0224
 LP0224.Click photographs - Photos may exist for this station.
 LP0224
 LP0224.The dynamic height is computed by dividing the NAVD 88
 LP0224.geopotential number by the normal gravity value computed on the
 LP0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0224.degrees latitude (g = 980.6199 gals.).
 LP0224
 LP0224.The modeled gravity was interpolated from observed gravity values.
 LP0224
 LP0224;                    North         East    Units  Estimated Accuracy
 LP0224;SPC UT C     - 2,264,930.      450,240.      MT  (+/- 180 meters Scaled)
 LP0224
 LP0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL080080(NAD 83)
 LP0224
 LP0224                          SUPERSEDED SURVEY CONTROL
 LP0224
 LP0224  NGVD 29 (??/??/92) 1291.113  (m)         4235.93   (f) ADJ UNCH    1 1
 LP0224
 LP0224.Superseded values are not recommended for survey control.
 LP0224
 LP0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0224.See file dsdata.pdf to determine how the superseded data were derived.
 LP0224
 LP0224_MARKER: DB = BENCH MARK DISK
 LP0224_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0224_SP_SET: CULVERT HEADWALL
 LP0224_STAMPING: L 174 1970
 LP0224_MARK LOGO: CGS
 LP0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0224+STABILITY: SURFACE MOTION
 LP0224
 LP0224  HISTORY     - Date     Condition        Report By
 LP0224  HISTORY     - 1970     MONUMENTED       NGS
 LP0224
 LP0224                          STATION DESCRIPTION
 LP0224
 LP0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0224'1.6 MI NE FROM MAGNA.
 LP0224'0.5 MILE NORTH ALONG 9180 WEST STREET FROM WEBSTER SCHOOL AT MAGNA,
 LP0224'THENCE 1.1 MILES EAST ALONG U.S. HIGHWAYS 40 AND 50 ALTERNATE, 0.15
 LP0224'MILE EAST OF THE JUNCTION OF STATE HIGHWAY 111 (8400 WEST STREET), IN
 LP0224'THE TOP AND 1.0 FOOT WEST OF THE EAST END OF THE SOUTH HEAD WALL OF A
 LP0224'LARGE CONCRETE BOX CULVERT FOR RITER CANAL, 27 1/2 FEET SOUTH OF THE
 LP0224'CENTER LINE OF THE HIGHWAY AND 1/2 FOOT LOWER THAN THE HIGHWAY.
 LP0224'SECTION 20, T 2 W, R 1 S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0259 ***********************************************************************
 LP0259  DESIGNATION -  L 175
 LP0259  PID         -  LP0259
 LP0259  STATE/COUNTY-  UT/TOOELE
 LP0259  COUNTRY     -  US
 LP0259  USGS QUAD   -  STOCKTON (2017)
 LP0259
 LP0259                         *CURRENT SURVEY CONTROL
 LP0259  ______________________________________________________________________
 LP0259* NAD 83(1986) POSITION- 40 28 06.     (N) 112 21 39.     (W)   SCALED
 LP0259* NAVD 88 ORTHO HEIGHT -  1549.095 (meters)     5082.32  (feet) ADJUSTED
 LP0259  ______________________________________________________________________
 LP0259  GEOID HEIGHT    -        -17.382 (meters)                     GEOID18
 LP0259  DYNAMIC HEIGHT  -       1547.768 (meters)     5077.97  (feet) COMP
 LP0259  MODELED GRAVITY -    979,714.4   (mgal)                       NAVD 88
 LP0259
 LP0259  VERT ORDER      -  FIRST     CLASS I
 LP0259
 LP0259.The horizontal coordinates were scaled from a map and have
 LP0259.an estimated accuracy of +/- 6 seconds.
 LP0259
 LP0259.The orthometric height was determined by differential leveling and
 LP0259.adjusted by the NATIONAL GEODETIC SURVEY
 LP0259.in June 1991.
 LP0259
 LP0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0259.GEOID18 height accuracy estimate available here.
 LP0259
 LP0259.Click photographs - Photos may exist for this station.
 LP0259
 LP0259.The dynamic height is computed by dividing the NAVD 88
 LP0259.geopotential number by the normal gravity value computed on the
 LP0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0259.degrees latitude (g = 980.6199 gals.).
 LP0259
 LP0259.The modeled gravity was interpolated from observed gravity values.
 LP0259
 LP0259;                    North         East    Units  Estimated Accuracy
 LP0259;SPC UT C     - 2,237,380.      427,000.      MT  (+/- 180 meters Scaled)
 LP0259
 LP0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK846806(NAD 83)
 LP0259
 LP0259                          SUPERSEDED SURVEY CONTROL
 LP0259
 LP0259  NGVD 29 (??/??/92) 1547.98   (m)         5078.7    (f) COMPUTED    1 1
 LP0259
 LP0259.Superseded values are not recommended for survey control.
 LP0259
 LP0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0259.See file dsdata.pdf to determine how the superseded data were derived.
 LP0259
 LP0259_MARKER: DB = BENCH MARK DISK
 LP0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0259_STAMPING: L 175 1970
 LP0259_MARK LOGO: CGS
 LP0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0259+STABILITY: SURFACE MOTION
 LP0259
 LP0259  HISTORY     - Date     Condition        Report By
 LP0259  HISTORY     - 1970     MONUMENTED       NGS
 LP0259
 LP0259                          STATION DESCRIPTION
 LP0259
 LP0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0259'1.2 MI N FROM STOCKTON.
 LP0259'1.2 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM AN ASPHALT ROAD
 LP0259'CROSSING AT STOCKTON, 1 POLE NORTHEAST OF MILE POST 743.75, 54.3 FEET
 LP0259'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 104 1/2 FEET EAST
 LP0259'OF SEMAPHORE A, 22 1/2 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK
 LP0259'ROAD, 1.6 FEET NORTHEAST OF A WITNESS POST AND IN THE TOP OF A
 LP0259'CONCRETE POST PROJECTING 0.3 FOOT.  SECTION 13, T 5W, R 4S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0284 ***********************************************************************
 LP0284  DESIGNATION -  L 176
 LP0284  PID         -  LP0284
 LP0284  STATE/COUNTY-  UT/TOOELE
 LP0284  COUNTRY     -  US
 LP0284  USGS QUAD   -  VERNON NE (2017)
 LP0284
 LP0284                         *CURRENT SURVEY CONTROL
 LP0284  ______________________________________________________________________
 LP0284* NAD 83(1986) POSITION- 40 07 58.     (N) 112 21 10.     (W)   SCALED
 LP0284* NAVD 88 ORTHO HEIGHT -  1658.991 (meters)     5442.87  (feet) ADJUSTED
 LP0284  ______________________________________________________________________
 LP0284  GEOID HEIGHT    -        -17.789 (meters)                     GEOID18
 LP0284  DYNAMIC HEIGHT  -       1657.493 (meters)     5437.96  (feet) COMP
 LP0284  MODELED GRAVITY -    979,664.5   (mgal)                       NAVD 88
 LP0284
 LP0284  VERT ORDER      -  FIRST     CLASS I
 LP0284
 LP0284.The horizontal coordinates were scaled from a map and have
 LP0284.an estimated accuracy of +/- 6 seconds.
 LP0284
 LP0284.The orthometric height was determined by differential leveling and
 LP0284.adjusted by the NATIONAL GEODETIC SURVEY
 LP0284.in June 1991.
 LP0284
 LP0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0284.GEOID18 height accuracy estimate available here.
 LP0284
 LP0284.Click photographs - Photos may exist for this station.
 LP0284
 LP0284.The dynamic height is computed by dividing the NAVD 88
 LP0284.geopotential number by the normal gravity value computed on the
 LP0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0284.degrees latitude (g = 980.6199 gals.).
 LP0284
 LP0284.The modeled gravity was interpolated from observed gravity values.
 LP0284
 LP0284;                    North         East    Units  Estimated Accuracy
 LP0284;SPC UT C     - 2,200,120.      427,330.      MT  (+/- 180 meters Scaled)
 LP0284
 LP0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK847433(NAD 83)
 LP0284
 LP0284                          SUPERSEDED SURVEY CONTROL
 LP0284
 LP0284  NGVD 29 (??/??/92) 1657.81   (m)         5439.0    (f) COMPUTED    1 1
 LP0284
 LP0284.Superseded values are not recommended for survey control.
 LP0284
 LP0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0284.See file dsdata.pdf to determine how the superseded data were derived.
 LP0284
 LP0284_MARKER: DB = BENCH MARK DISK
 LP0284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LP0284_SP_SET: ABUTMENT
 LP0284_STAMPING: L 176 1970
 LP0284_MARK LOGO: CGS
 LP0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0284
 LP0284  HISTORY     - Date     Condition        Report By
 LP0284  HISTORY     - 1970     MONUMENTED       NGS
 LP0284
 LP0284                          STATION DESCRIPTION
 LP0284
 LP0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0284'8.8 MI N FROM LOFGREEN.
 LP0284'8.8 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING SIGN
 LP0284'AT LOFGREEN, IN THE TOP AND 1.4 FEET WEST OF THE EAST END OF THE SOUTH
 LP0284'ABUTMENT OF BRIDGE 718.75, 6.0 FEET EAST OF THE EAST RAIL AND ABOUT
 LP0284'LEVEL WITH THE TRACK.  SECTION 12, T 5W, R 8S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0054 ***********************************************************************
 KO0054  DESIGNATION -  L 177
 KO0054  PID         -  KO0054
 KO0054  STATE/COUNTY-  UT/JUAB
 KO0054  COUNTRY     -  US
 KO0054  USGS QUAD   -  TINTIC JUNCTION (2017)
 KO0054
 KO0054                         *CURRENT SURVEY CONTROL
 KO0054  ______________________________________________________________________
 KO0054* NAD 83(1986) POSITION- 39 54 16.     (N) 112 09 28.     (W)   SCALED
 KO0054* NAVD 88 ORTHO HEIGHT -  1766.019 (meters)     5794.01  (feet) ADJUSTED
 KO0054  ______________________________________________________________________
 KO0054  GEOID HEIGHT    -        -17.817 (meters)                     GEOID18
 KO0054  DYNAMIC HEIGHT  -       1764.320 (meters)     5788.44  (feet) COMP
 KO0054  MODELED GRAVITY -    979,601.5   (mgal)                       NAVD 88
 KO0054
 KO0054  VERT ORDER      -  FIRST     CLASS I
 KO0054
 KO0054.The horizontal coordinates were scaled from a map and have
 KO0054.an estimated accuracy of +/- 6 seconds.
 KO0054
 KO0054.The orthometric height was determined by differential leveling and
 KO0054.adjusted by the NATIONAL GEODETIC SURVEY
 KO0054.in June 1991.
 KO0054
 KO0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0054.GEOID18 height accuracy estimate available here.
 KO0054
 KO0054.Click photographs - Photos may exist for this station.
 KO0054
 KO0054.The dynamic height is computed by dividing the NAVD 88
 KO0054.geopotential number by the normal gravity value computed on the
 KO0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0054.degrees latitude (g = 980.6199 gals.).
 KO0054
 KO0054.The modeled gravity was interpolated from observed gravity values.
 KO0054
 KO0054;                    North         East    Units  Estimated Accuracy
 KO0054;SPC UT C     - 2,174,630.      443,760.      MT  (+/- 180 meters Scaled)
 KO0054
 KO0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK010177(NAD 83)
 KO0054
 KO0054                          SUPERSEDED SURVEY CONTROL
 KO0054
 KO0054.No superseded survey control is available for this station.
 KO0054
 KO0054_MARKER: DB = BENCH MARK DISK
 KO0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KO0054_SP_SET: CULVERT
 KO0054_STAMPING: L 177 1970
 KO0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0054
 KO0054  HISTORY     - Date     Condition        Report By
 KO0054  HISTORY     - 1970     MONUMENTED       NGS
 KO0054
 KO0054                          STATION DESCRIPTION
 KO0054
 KO0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0054'1.45 MI S FROM TINTIC JUNCTION.
 KO0054'1.45 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 KO0054'TINTIC JUNCTION, 2 1/2 POLES NORTH OF MILEPOLE 697, IN THE TOP AND 2.0
 KO0054'FEET SOUTH OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF CONCRETE
 KO0054'ARCH CULVERT 697.08, 17.4 FEET WEST OF THE WEST RAIL, AND ABOUT 7 FEET
 KO0054'LOWER THAN THE TRACK.  SECTION 34, T10S, R3W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0011 ***********************************************************************
 KO0011  DESIGNATION -  L 178
 KO0011  PID         -  KO0011
 KO0011  STATE/COUNTY-  UT/JUAB
 KO0011  COUNTRY     -  US
 KO0011  USGS QUAD   -  LYNNDYL EAST (2017)
 KO0011
 KO0011                         *CURRENT SURVEY CONTROL
 KO0011  ______________________________________________________________________
 KO0011* NAD 83(1986) POSITION- 39 34 56.3    (N) 112 20 09.0    (W)   HD_HELD2
 KO0011* NAVD 88 ORTHO HEIGHT -  1482.929 (meters)     4865.24  (feet) ADJUSTED
 KO0011  ______________________________________________________________________
 KO0011  GEOID HEIGHT    -        -18.381 (meters)                     GEOID18
 KO0011  DYNAMIC HEIGHT  -       1481.595 (meters)     4860.87  (feet) COMP
 KO0011  MODELED GRAVITY -    979,674.6   (mgal)                       NAVD 88
 KO0011
 KO0011  VERT ORDER      -  FIRST     CLASS I
 KO0011
 KO0011.The horizontal coordinates were established by autonomous hand held GPS
 KO0011.observations and have an estimated accuracy of +/- 10 meters.
 KO0011
 KO0011.The orthometric height was determined by differential leveling and
 KO0011.adjusted by the NATIONAL GEODETIC SURVEY
 KO0011.in June 1991.
 KO0011
 KO0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0011.GEOID18 height accuracy estimate available here.
 KO0011
 KO0011.Click photographs - Photos may exist for this station.
 KO0011
 KO0011.The dynamic height is computed by dividing the NAVD 88
 KO0011.geopotential number by the normal gravity value computed on the
 KO0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0011.degrees latitude (g = 980.6199 gals.).
 KO0011
 KO0011.The modeled gravity was interpolated from observed gravity values.
 KO0011
 KO0011;                    North         East    Units  Estimated Accuracy
 KO0011;SPC UT C     - 2,138,995.      428,200.      MT  (+/- 10 meters HH2 GPS)
 KO0011
 KO0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ8527982251(NAD 83)
 KO0011
 KO0011                          SUPERSEDED SURVEY CONTROL
 KO0011
 KO0011.No superseded survey control is available for this station.
 KO0011
 KO0011_MARKER: DB = BENCH MARK DISK
 KO0011_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0011_SP_SET: STOCK UNDERCROSSING
 KO0011_STAMPING: L 178 1970
 KO0011_MARK LOGO: CGS
 KO0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0011+STABILITY: SURFACE MOTION
 KO0011
 KO0011  HISTORY     - Date     Condition        Report By
 KO0011  HISTORY     - 1970     MONUMENTED       NGS
 KO0011
 KO0011                          STATION DESCRIPTION
 KO0011
 KO0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0011'4.75 MI NE FROM LYNNDYL.
 KO0011'4.75 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0011'SIGN AT LYNNDYL, 3 1/2 POLES NORTHEAST OF MILEPOLE 670.50, AT THE
 KO0011'CROSSING OF A PRIVATE ROAD, IN THE TOP AND 0.6 FOOT NORTHEAST OF THE
 KO0011'SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF A CONCRETE STOCK
 KO0011'UNDER-CROSSING UNDER U.S. HIGHWAY 50 AND 6, 132.6 FEET SOUTHEAST OF
 KO0011'THE SOUTHEAST RAIL, 18 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 KO0011'HIGHWAY, 5 FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF THE ROAD,
 KO0011'ABOUT LEVEL WITH THE TRACK AND 1/2 FOOT HIGHER THAN THE HIGHWAY.
 KO0011'SECTION 30, T 14S, R 4W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0224 ***********************************************************************
 KO0224  DESIGNATION -  L 179
 KO0224  PID         -  KO0224
 KO0224  STATE/COUNTY-  UT/MILLARD
 KO0224  COUNTRY     -  US
 KO0224  USGS QUAD   -  DELTA (2017)
 KO0224
 KO0224                         *CURRENT SURVEY CONTROL
 KO0224  ______________________________________________________________________
 KO0224* NAD 83(1986) POSITION- 39 20 43.     (N) 112 35 33.     (W)   SCALED
 KO0224* NAVD 88 ORTHO HEIGHT -  1411.468 (meters)     4630.79  (feet) ADJUSTED
 KO0224  ______________________________________________________________________
 KO0224  GEOID HEIGHT    -        -19.571 (meters)                     GEOID18
 KO0224  DYNAMIC HEIGHT  -       1410.155 (meters)     4626.48  (feet) COMP
 KO0224  MODELED GRAVITY -    979,648.0   (mgal)                       NAVD 88
 KO0224
 KO0224  VERT ORDER      -  FIRST     CLASS I
 KO0224
 KO0224.The horizontal coordinates were scaled from a map and have
 KO0224.an estimated accuracy of +/- 6 seconds.
 KO0224
 KO0224.The orthometric height was determined by differential leveling and
 KO0224.adjusted by the NATIONAL GEODETIC SURVEY
 KO0224.in June 1991.
 KO0224
 KO0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0224.GEOID18 height accuracy estimate available here.
 KO0224
 KO0224.Click photographs - Photos may exist for this station.
 KO0224
 KO0224.The dynamic height is computed by dividing the NAVD 88
 KO0224.geopotential number by the normal gravity value computed on the
 KO0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0224.degrees latitude (g = 980.6199 gals.).
 KO0224
 KO0224.The modeled gravity was interpolated from observed gravity values.
 KO0224
 KO0224;                    North         East    Units  Estimated Accuracy
 KO0224;SPC UT C     - 2,112,920.      405,830.      MT  (+/- 180 meters Scaled)
 KO0224
 KO0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ627563(NAD 83)
 KO0224
 KO0224                          SUPERSEDED SURVEY CONTROL
 KO0224
 KO0224  NGVD 29 (??/??/92) 1410.33   (m)         4627.1    (f) COMPUTED    1 1
 KO0224
 KO0224.Superseded values are not recommended for survey control.
 KO0224
 KO0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0224.See file dsdata.pdf to determine how the superseded data were derived.
 KO0224
 KO0224_MARKER: DB = BENCH MARK DISK
 KO0224_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KO0224_SP_SET: FLOOD GATE
 KO0224_STAMPING: L 179 1970
 KO0224_MARK LOGO: CGS
 KO0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0224
 KO0224  HISTORY     - Date     Condition        Report By
 KO0224  HISTORY     - 1970     MONUMENTED       NGS
 KO0224
 KO0224                          STATION DESCRIPTION
 KO0224
 KO0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0224'1.0 MI SW FROM DELTA.
 KO0224'1.0 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0224'AT DELTA, 3 POLES SOUTHWEST OF MILEPOLE 648.50, IN THE TOP AND 0.8
 KO0224'FOOT NORTHWEST OF THE SOUTHEAST END OF THE CONCRETE HEAD WALL OF A
 KO0224'FLOOD GATE FOR MELVILLE WEST CANAL, 114.0 FEET NORTHWEST OF THE
 KO0224'NORTHWEST RAIL, 16 FEET WEST OF A T JUNCTION POWER POLE WITH A GUY
 KO0224'WIRE, 16.6 FEET NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY FENCE, AND
 KO0224'ABOUT 1 FOOT LOWER THAN THE TRACK.  SECTION 12, T17S, R7W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0289 ***********************************************************************
 JM0289  DESIGNATION -  L 18
 JM0289  PID         -  JM0289
 JM0289  STATE/COUNTY-  UT/GRAND
 JM0289  COUNTRY     -  US
 JM0289  USGS QUAD   -  CRESCENT JUNCTION (2017)
 JM0289
 JM0289                         *CURRENT SURVEY CONTROL
 JM0289  ______________________________________________________________________
 JM0289* NAD 83(1986) POSITION- 38 56 23.4    (N) 109 45 18.7    (W)   HD_HELD2
 JM0289* NAVD 88 ORTHO HEIGHT -  1501.759 (meters)     4927.02  (feet) ADJUSTED
 JM0289  ______________________________________________________________________
 JM0289  GEOID HEIGHT    -        -20.114 (meters)                     GEOID18
 JM0289  DYNAMIC HEIGHT  -       1500.223 (meters)     4921.98  (feet) COMP
 JM0289  MODELED GRAVITY -    979,553.5   (mgal)                       NAVD 88
 JM0289
 JM0289  VERT ORDER      -  FIRST     CLASS II
 JM0289
 JM0289.The horizontal coordinates were established by autonomous hand held GPS
 JM0289.observations and have an estimated accuracy of +/- 10 meters.
 JM0289
 JM0289.The orthometric height was determined by differential leveling and
 JM0289.adjusted by the NATIONAL GEODETIC SURVEY
 JM0289.in June 1991.
 JM0289
 JM0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0289.GEOID18 height accuracy estimate available here.
 JM0289
 JM0289.Click photographs - Photos may exist for this station.
 JM0289
 JM0289.The dynamic height is computed by dividing the NAVD 88
 JM0289.geopotential number by the normal gravity value computed on the
 JM0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0289.degrees latitude (g = 980.6199 gals.).
 JM0289
 JM0289.The modeled gravity was interpolated from observed gravity values.
 JM0289
 JM0289;                    North         East    Units  Estimated Accuracy
 JM0289;SPC UT C     - 2,068,810.      651,268.      MT  (+/- 10 meters HH2 GPS)
 JM0289
 JM0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ0788210836(NAD 83)
 JM0289
 JM0289                          SUPERSEDED SURVEY CONTROL
 JM0289
 JM0289  NGVD 29 (??/??/92) 1500.702  (m)         4923.55   (f) ADJ UNCH    1 2
 JM0289
 JM0289.Superseded values are not recommended for survey control.
 JM0289
 JM0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0289.See file dsdata.pdf to determine how the superseded data were derived.
 JM0289
 JM0289_MARKER: DB = BENCH MARK DISK
 JM0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0289_STAMPING: 4923.553 L 18 1933
 JM0289_MARK LOGO: CGS
 JM0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0289+STABILITY: SURFACE MOTION
 JM0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0289+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2009
 JM0289
 JM0289  HISTORY     - Date     Condition        Report By
 JM0289  HISTORY     - 1933     MONUMENTED       CGS
 JM0289  HISTORY     - 1934     GOOD             CGS
 JM0289  HISTORY     - 20091029 GOOD             GEOCAC
 JM0289
 JM0289                          STATION DESCRIPTION
 JM0289
 JM0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0289'3.4 MI S FROM THOMPSONS.
 JM0289'3.4 MILES SOUTH ALONG AN ABANDONED HIGHWAY FROM THOMPSONS, GRAND
 JM0289'COUNTY, ON A LOW SUMMIT, 4 FEET NORTH OF A POLE WITH A GUY WIRE TO THE
 JM0289'EAST, AT A 10 DEG. DEFLECTION TO THE WEST, IN A ROW OF POLES, AND 55
 JM0289'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 JM0289'STAMPED 4923.553 L 18 1933 AND SET IN THE TOP OF A CONCRETE POST.
 JM0289
 JM0289                          STATION RECOVERY (2009)
 JM0289
 JM0289'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0289'MOST OF THE POLES HAVE BEEN REMOVED, BUT THE ALIGNMENT CAN STILL BE
 JM0289'DETERMINED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0193 ***********************************************************************
 KO0193  DESIGNATION -  L 180
 KO0193  PID         -  KO0193
 KO0193  STATE/COUNTY-  UT/MILLARD
 KO0193  COUNTRY     -  US
 KO0193  USGS QUAD   -  CLEAR LAKE (2017)
 KO0193
 KO0193                         *CURRENT SURVEY CONTROL
 KO0193  ______________________________________________________________________
 KO0193* NAD 83(1986) POSITION- 39 06 23.     (N) 112 44 42.     (W)   SCALED
 KO0193* NAVD 88 ORTHO HEIGHT -  1398.925 (meters)     4589.64  (feet) ADJUSTED
 KO0193  ______________________________________________________________________
 KO0193  GEOID HEIGHT    -        -20.041 (meters)                     GEOID18
 KO0193  DYNAMIC HEIGHT  -       1397.602 (meters)     4585.30  (feet) COMP
 KO0193  MODELED GRAVITY -    979,633.1   (mgal)                       NAVD 88
 KO0193
 KO0193  VERT ORDER      -  FIRST     CLASS I
 KO0193
 KO0193.The horizontal coordinates were scaled from a map and have
 KO0193.an estimated accuracy of +/- 6 seconds.
 KO0193
 KO0193.The orthometric height was determined by differential leveling and
 KO0193.adjusted by the NATIONAL GEODETIC SURVEY
 KO0193.in June 1991.
 KO0193
 KO0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0193.GEOID18 height accuracy estimate available here.
 KO0193
 KO0193.Click photographs - Photos may exist for this station.
 KO0193
 KO0193.The dynamic height is computed by dividing the NAVD 88
 KO0193.geopotential number by the normal gravity value computed on the
 KO0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0193.degrees latitude (g = 980.6199 gals.).
 KO0193
 KO0193.The modeled gravity was interpolated from observed gravity values.
 KO0193
 KO0193;                    North         East    Units  Estimated Accuracy
 KO0193;SPC UT C     - 2,086,580.      392,320.      MT  (+/- 180 meters Scaled)
 KO0193
 KO0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ491300(NAD 83)
 KO0193
 KO0193                          SUPERSEDED SURVEY CONTROL
 KO0193
 KO0193  NGVD 29 (??/??/92) 1397.85   (m)         4586.1    (f) COMPUTED    1 1
 KO0193
 KO0193.Superseded values are not recommended for survey control.
 KO0193
 KO0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0193.See file dsdata.pdf to determine how the superseded data were derived.
 KO0193
 KO0193_MARKER: DB = BENCH MARK DISK
 KO0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0193_STAMPING: L 180 1970
 KO0193_MARK LOGO: CGS
 KO0193_PROJECTION: PROJECTING
 KO0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0193+STABILITY: SURFACE MOTION
 KO0193
 KO0193  HISTORY     - Date     Condition        Report By
 KO0193  HISTORY     - 1970     MONUMENTED       NGS
 KO0193
 KO0193                          STATION DESCRIPTION
 KO0193
 KO0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0193'19.4 MI SW FROM DELTA.
 KO0193'19.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0193'AT DELTA, 1 1/2 FEET NORTHEAST OF MILEPOLE 630, 88.4 FEET NORTHWEST OF
 KO0193'THE NORTHWEST RAIL, 88 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KO0193'HIGHWAY, 9.3 FEET SOUTHEAST OF A FENCE, 1.9 FEET SOUTHWEST OF A
 KO0193'WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE
 KO0193'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0241 ***********************************************************************
 JO0241  DESIGNATION -  L 181
 JO0241  PID         -  JO0241
 JO0241  STATE/COUNTY-  UT/MILLARD
 JO0241  COUNTRY     -  US
 JO0241  USGS QUAD   -  CRUZ (2017)
 JO0241
 JO0241                         *CURRENT SURVEY CONTROL
 JO0241  ______________________________________________________________________
 JO0241* NAD 83(1986) POSITION- 38 47 53.     (N) 112 52 13.     (W)   SCALED
 JO0241* NAVD 88 ORTHO HEIGHT -  1482.267 (meters)     4863.07  (feet) ADJUSTED
 JO0241  ______________________________________________________________________
 JO0241  GEOID HEIGHT    -        -20.196 (meters)                     GEOID18
 JO0241  DYNAMIC HEIGHT  -       1480.808 (meters)     4858.28  (feet) COMP
 JO0241  MODELED GRAVITY -    979,591.8   (mgal)                       NAVD 88
 JO0241  OBS GRAVITY     -    979,592.1   (mgal)                       GRAV_OBS
 JO0241
 JO0241  VERT ORDER      -  FIRST     CLASS I
 JO0241
 JO0241.The horizontal coordinates were scaled from a map and have
 JO0241.an estimated accuracy of +/- 6 seconds.
 JO0241
 JO0241.The orthometric height was determined by differential leveling and
 JO0241.adjusted by the NATIONAL GEODETIC SURVEY
 JO0241.in June 1991.
 JO0241
 JO0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0241.GEOID18 height accuracy estimate available here.
 JO0241
 JO0241.Click photographs - Photos may exist for this station.
 JO0241
 JO0241.The dynamic height is computed by dividing the NAVD 88
 JO0241.geopotential number by the normal gravity value computed on the
 JO0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0241.degrees latitude (g = 980.6199 gals.).
 JO0241
 JO0241.The modeled gravity was interpolated from observed gravity values.
 JO0241
 JO0241.The observed gravity was obtained from relative gravimeter ties
 JO0241.to the IGSN71 gravity network.
 JO0241
 JO0241;                    North         East    Units  Estimated Accuracy
 JO0241;SPC UT C     - 2,052,510.      380,960.      MT  (+/- 180 meters Scaled)
 JO0241
 JO0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH375960(NAD 83)
 JO0241
 JO0241                          SUPERSEDED SURVEY CONTROL
 JO0241
 JO0241  NGVD 29 (??/??/92) 1481.19   (m)         4859.5    (f) COMPUTED    1 1
 JO0241
 JO0241.Superseded values are not recommended for survey control.
 JO0241
 JO0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0241.See file dsdata.pdf to determine how the superseded data were derived.
 JO0241
 JO0241_MARKER: DB = BENCH MARK DISK
 JO0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JO0241_SP_SET: ABUTMENT
 JO0241_STAMPING: L 181 1970
 JO0241_MARK LOGO: CGS
 JO0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0241
 JO0241  HISTORY     - Date     Condition        Report By
 JO0241  HISTORY     - 1970     MONUMENTED       NGS
 JO0241
 JO0241                          STATION DESCRIPTION
 JO0241
 JO0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0241'8.0 MI NE FROM BLACK ROCK.
 JO0241'8.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JO0241'AT BLACK ROCK, 2 1/2 POLES SOUTHWEST OF MILEPOLE 607.50, IN THE TOP
 JO0241'AND 1.9 FEET NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 JO0241'ABUTMENT OF BRIDGE 607.42, 10.9 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 JO0241'AND ABOUT 4 FEET LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0205 ***********************************************************************
 JO0205  DESIGNATION -  L 182
 JO0205  PID         -  JO0205
 JO0205  STATE/COUNTY-  UT/BEAVER
 JO0205  COUNTRY     -  US
 JO0205  USGS QUAD   -  READ (2017)
 JO0205
 JO0205                         *CURRENT SURVEY CONTROL
 JO0205  ______________________________________________________________________
 JO0205* NAD 83(1986) POSITION- 38 33 06.     (N) 112 59 05.     (W)   SCALED
 JO0205* NAVD 88 ORTHO HEIGHT -  1495.011 (meters)     4904.88  (feet) ADJUSTED
 JO0205  ______________________________________________________________________
 JO0205  GEOID HEIGHT    -        -20.762 (meters)                     GEOID18
 JO0205  DYNAMIC HEIGHT  -       1493.472 (meters)     4899.83  (feet) COMP
 JO0205  MODELED GRAVITY -    979,547.3   (mgal)                       NAVD 88
 JO0205
 JO0205  VERT ORDER      -  FIRST     CLASS I
 JO0205
 JO0205.The horizontal coordinates were scaled from a map and have
 JO0205.an estimated accuracy of +/- 6 seconds.
 JO0205
 JO0205.The orthometric height was determined by differential leveling and
 JO0205.adjusted by the NATIONAL GEODETIC SURVEY
 JO0205.in June 1991.
 JO0205
 JO0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0205.GEOID18 height accuracy estimate available here.
 JO0205
 JO0205.Click photographs - Photos may exist for this station.
 JO0205
 JO0205.The dynamic height is computed by dividing the NAVD 88
 JO0205.geopotential number by the normal gravity value computed on the
 JO0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0205.degrees latitude (g = 980.6199 gals.).
 JO0205
 JO0205.The modeled gravity was interpolated from observed gravity values.
 JO0205
 JO0205;                    North         East    Units  Estimated Accuracy
 JO0205;SPC UT S     - 3,210,240.      370,580.      MT  (+/- 180 meters Scaled)
 JO0205
 JO0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH270688(NAD 83)
 JO0205
 JO0205                          SUPERSEDED SURVEY CONTROL
 JO0205
 JO0205  NGVD 29 (??/??/92) 1493.662  (m)         4900.46   (f) ADJ UNCH    1 1
 JO0205
 JO0205.Superseded values are not recommended for survey control.
 JO0205
 JO0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0205.See file dsdata.pdf to determine how the superseded data were derived.
 JO0205
 JO0205_MARKER: DB = BENCH MARK DISK
 JO0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0205_STAMPING: L 182 1970
 JO0205_MARK LOGO: CGS
 JO0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0205+STABILITY: SURFACE MOTION
 JO0205
 JO0205  HISTORY     - Date     Condition        Report By
 JO0205  HISTORY     - 1970     MONUMENTED       NGS
 JO0205
 JO0205                          STATION DESCRIPTION
 JO0205
 JO0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0205'11.4 MI S FROM BLACK ROCK.
 JO0205'11.4 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JO0205'BLACK ROCK, DIRECTLY ACROSS THE TRACK FROM MILEPOLE 588, 93.3 FEET
 JO0205'EAST OF THE EAST RAIL, 4.7 FEET WEST OF A FENCE, 1 FOOT SOUTH OF A
 JO0205'TELEPHONE POLE, 206 FEET NORTHEAST OF THE NORTH END OF THE EAST
 JO0205'CONCRETE HEAD WALL OF CULVERT 587.98, 2.0 FEET NORTH OF A WITNESS
 JO0205'POST, ABOUT 3 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A
 JO0205'5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 12
 JO0205'FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST
 JO0205'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0309 ***********************************************************************
 JM0309  DESIGNATION -  L 19
 JM0309  PID         -  JM0309
 JM0309  STATE/COUNTY-  UT/GRAND
 JM0309  COUNTRY     -  US
 JM0309  USGS QUAD   -  MOAB (2017)
 JM0309
 JM0309                         *CURRENT SURVEY CONTROL
 JM0309  ______________________________________________________________________
 JM0309* NAD 83(1986) POSITION- 38 36 28.8    (N) 109 36 14.2    (W)   HD_HELD2
 JM0309* NAVD 88 ORTHO HEIGHT -  1226.491 (meters)     4023.91  (feet) ADJUSTED
 JM0309  ______________________________________________________________________
 JM0309  GEOID HEIGHT    -        -20.626 (meters)                     GEOID18
 JM0309  DYNAMIC HEIGHT  -       1225.231 (meters)     4019.78  (feet) COMP
 JM0309  MODELED GRAVITY -    979,560.3   (mgal)                       NAVD 88
 JM0309
 JM0309  VERT ORDER      -  FIRST     CLASS II
 JM0309
 JM0309.The horizontal coordinates were established by autonomous hand held GPS
 JM0309.observations and have an estimated accuracy of +/- 10 meters.
 JM0309
 JM0309.The orthometric height was determined by differential leveling and
 JM0309.adjusted by the NATIONAL GEODETIC SURVEY
 JM0309.in June 1991.
 JM0309
 JM0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0309.GEOID18 height accuracy estimate available here.
 JM0309
 JM0309.Click photographs - Photos may exist for this station.
 JM0309
 JM0309.The dynamic height is computed by dividing the NAVD 88
 JM0309.geopotential number by the normal gravity value computed on the
 JM0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0309.degrees latitude (g = 980.6199 gals.).
 JM0309
 JM0309.The modeled gravity was interpolated from observed gravity values.
 JM0309
 JM0309;                    North         East    Units  Estimated Accuracy
 JM0309;SPC UT C     - 2,032,246.      665,159.      MT  (+/- 10 meters HH2 GPS)
 JM0309
 JM0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH2155374201(NAD 83)
 JM0309
 JM0309                          SUPERSEDED SURVEY CONTROL
 JM0309
 JM0309  NGVD 29 (??/??/92) 1225.491  (m)         4020.63   (f) ADJ UNCH    1 2
 JM0309
 JM0309.Superseded values are not recommended for survey control.
 JM0309
 JM0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0309.See file dsdata.pdf to determine how the superseded data were derived.
 JM0309
 JM0309_MARKER: DB = BENCH MARK DISK
 JM0309_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JM0309_SP_SET: BRIDGE ABUTMENT
 JM0309_STAMPING: 4020.632 L 19 1933
 JM0309_MARK LOGO: CGS
 JM0309_MAGNETIC: N = NO MAGNETIC MATERIAL
 JM0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JM0309
 JM0309  HISTORY     - Date     Condition        Report By
 JM0309  HISTORY     - 1933     MONUMENTED       CGS
 JM0309  HISTORY     - 1980     GOOD             USGS
 JM0309  HISTORY     - 19940113 GOOD             LOCENG
 JM0309  HISTORY     - 20091122 POOR             GEOCAC
 JM0309
 JM0309                          STATION DESCRIPTION
 JM0309
 JM0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JM0309'4.4 MI N FROM MOAB.
 JM0309'4.4 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT MOAB,
 JM0309'GRAND COUNTY, 1.8 MILES NORTH OF THE COLORADO RIVER BRIDGE, AT A
 JM0309'30-FOOT SKEW CONCRETE BRIDGE, AND IN THE TOP OF THE EAST END OF THE
 JM0309'SOUTH RED SANDSTONE ABUTMENT.  A STANDARD DISK, STAMPED 4020.632 L 19
 JM0309'1933.
 JM0309
 JM0309                          STATION RECOVERY (1980)
 JM0309
 JM0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 JM0309'4.4 MILES NORTH ALONG U.S. HWY 163 AND 191 FROM THE COURTHOUSE MOAB,
 JM0309'GRAND COUNTY, 1.8 MILES NORTH OF THE COLORADO RIVER BRIDGE, A 30 FT
 JM0309'SKEW CONCRETE CULVERT, 104 FT NE OF CENTERLINE OF THE HWY, IN THE
 JM0309'EAST END OF THE SOUTH END SANDSTONE ABUTMENT FOR OLD HIGHWAY BRIDGE.
 JM0309'A STANDARD DISK STAMPED 4020.632 L 19 1933.
 JM0309
 JM0309                          STATION RECOVERY (1994)
 JM0309
 JM0309'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (WEK)
 JM0309'RECOVERED IN GOOD CONDITION.  NOTE--THE STONE WALL IS CRUMBLING
 JM0309'SLIGHTLY, STATION IS IN DANGER OF BEING LOST.
 JM0309
 JM0309                          STATION RECOVERY (2009)
 JM0309
 JM0309'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0309'A NEW BRIDGE HAS BEEN BUILT ABOUT 30 METERS DOWNSTREAM.  OLD RIVER
 JM0309'LEFT ABUTMENT REMAINS BUT THE SANDSTONE BLOCK THAT THE MARK IS SET IN
 JM0309'HAS BEEN SHIFTED ABOUT 0.2 FEET UP AND 0.10 FEET TO THE EAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0235 ***********************************************************************
 JM0235  DESIGNATION -  L 20
 JM0235  PID         -  JM0235
 JM0235  STATE/COUNTY-  UT/SAN JUAN
 JM0235  COUNTRY     -  US
 JM0235  USGS QUAD   -  LA SAL JUNCTION (2017)
 JM0235
 JM0235                         *CURRENT SURVEY CONTROL
 JM0235  ______________________________________________________________________
 JM0235* NAD 83(1986) POSITION- 38 20 54.7    (N) 109 25 54.8    (W)   HD_HELD2
 JM0235* NAVD 88 ORTHO HEIGHT -  1688.863 (meters)     5540.88  (feet) ADJUSTED
 JM0235  ______________________________________________________________________
 JM0235  GEOID HEIGHT    -        -19.166 (meters)                     GEOID18
 JM0235  DYNAMIC HEIGHT  -       1687.043 (meters)     5534.91  (feet) COMP
 JM0235  MODELED GRAVITY -    979,491.7   (mgal)                       NAVD 88
 JM0235
 JM0235  VERT ORDER      -  FIRST     CLASS II
 JM0235
 JM0235.The horizontal coordinates were established by autonomous hand held GPS
 JM0235.observations and have an estimated accuracy of +/- 10 meters.
 JM0235
 JM0235.The orthometric height was determined by differential leveling and
 JM0235.adjusted by the NATIONAL GEODETIC SURVEY
 JM0235.in June 1991.
 JM0235
 JM0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0235.GEOID18 height accuracy estimate available here.
 JM0235
 JM0235.Click photographs - Photos may exist for this station.
 JM0235
 JM0235.The dynamic height is computed by dividing the NAVD 88
 JM0235.geopotential number by the normal gravity value computed on the
 JM0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0235.degrees latitude (g = 980.6199 gals.).
 JM0235
 JM0235.The modeled gravity was interpolated from observed gravity values.
 JM0235
 JM0235;                    North         East    Units  Estimated Accuracy
 JM0235;SPC UT S     - 3,188,664.      680,769.      MT  (+/- 10 meters HH2 GPS)
 JM0235
 JM0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH3702545649(NAD 83)
 JM0235
 JM0235                          SUPERSEDED SURVEY CONTROL
 JM0235
 JM0235  NGVD 29 (??/??/92) 1687.842  (m)         5537.53   (f) ADJ UNCH    1 2
 JM0235
 JM0235.Superseded values are not recommended for survey control.
 JM0235
 JM0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0235.See file dsdata.pdf to determine how the superseded data were derived.
 JM0235
 JM0235_MARKER: DB = BENCH MARK DISK
 JM0235_SETTING: 66 = SET IN ROCK OUTCROP
 JM0235_STAMPING: 5537.528 L 20 1933
 JM0235_MARK LOGO: CGS
 JM0235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0235+STABILITY: POSITION/ELEVATION WELL
 JM0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0235+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2009
 JM0235
 JM0235  HISTORY     - Date     Condition        Report By
 JM0235  HISTORY     - 1933     MONUMENTED       CGS
 JM0235  HISTORY     - 1954     GOOD             CGS
 JM0235  HISTORY     - 1982     GOOD             USGS
 JM0235  HISTORY     - 20091217 GOOD             GEOCAC
 JM0235
 JM0235                          STATION DESCRIPTION
 JM0235
 JM0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JM0235'20.3 MI SE FROM MOAB.
 JM0235'IN SAN JUAN COUNTY, 20.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 160 FROM
 JM0235'THE COURTHOUSE AT MOAB, GRAND COUNTY, 1.0 MILE SOUTHEAST OF BIG MULE
 JM0235'SHOE, NEAR THE SOUTH END OF A ROCK CUT ON THE WEST SIDE OF THE
 JM0235'HIGHWAY, 77 FEET NORTH OF THE WEST END OF A 14-INCH CULVERT WITH
 JM0235'SANDSTONE HEADWALLS, 37 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, IN
 JM0235'LINE WITH A ROW OF POLES, IN THE TOP OF A SANDSTONE OUTCROP, AND 1
 JM0235'FOOT FROM THE SOUTH EDGE.  A STANDARD DISK, STAMPED 5537.528 L 20
 JM0235'1933.  NOTE-- HIGHWAY 450 HAS BEEN REPLACED BY HIGHWAY 160.  OLD
 JM0235'HIGHWAY CAN BE REACHED BY TURNING EAST AT A POINT 2.0 MILES SOUTHEAST
 JM0235'ALONG U..S. HIGHWAY 160 FROM THE COURTHOUSE AT MOAB, GRAND COUNTY.
 JM0235
 JM0235                          STATION RECOVERY (1982)
 JM0235
 JM0235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0235'MOAB, UTAH. 19.20 MILES SOUTHWEST OF, 19.0 MILES SOUTHEAST ALONG U.S.
 JM0235'HWY. 191 FROM MAIN AND CENTER STREETS IN MOAB, UTAH. 239 PACES EAST
 JM0235'OF THE EAST R.O.W. FENCE. 37 FEET WEST OF THE CENTERLINE OF THE OLD
 JM0235'HWY., IN THE TOP OF A SANDSTONE OUTCROP.
 JM0235
 JM0235                          STATION RECOVERY (2009)
 JM0235
 JM0235'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0235'ROCK OUTCROP IS NATIVE SANDSTONE THAT IS NOT CONNECTED TO THE CUT.
 JM0235'SMALL PILE OF ROCKS JUST NW OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0149 ***********************************************************************
 HM0149  DESIGNATION -  L 21
 HM0149  PID         -  HM0149
 HM0149  STATE/COUNTY-  UT/SAN JUAN
 HM0149  COUNTRY     -  US
 HM0149  USGS QUAD   -  MONTICELLO NORTH (2017)
 HM0149
 HM0149                         *CURRENT SURVEY CONTROL
 HM0149  ______________________________________________________________________
 HM0149* NAD 83(1986) POSITION- 37 59 19.     (N) 109 21 14.     (W)   SCALED
 HM0149* NAVD 88 ORTHO HEIGHT -  2032.733 (meters)     6669.06  (feet) ADJUSTED
 HM0149  ______________________________________________________________________
 HM0149  GEOID HEIGHT    -        -18.741 (meters)                     GEOID18
 HM0149  DYNAMIC HEIGHT  -       2030.336 (meters)     6661.19  (feet) COMP
 HM0149  MODELED GRAVITY -    979,377.5   (mgal)                       NAVD 88
 HM0149
 HM0149  VERT ORDER      -  FIRST     CLASS II
 HM0149
 HM0149.The horizontal coordinates were scaled from a map and have
 HM0149.an estimated accuracy of +/- 6 seconds.
 HM0149
 HM0149.The orthometric height was determined by differential leveling and
 HM0149.adjusted by the NATIONAL GEODETIC SURVEY
 HM0149.in June 1991.
 HM0149
 HM0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0149.GEOID18 height accuracy estimate available here.
 HM0149
 HM0149.Click photographs - Photos may exist for this station.
 HM0149
 HM0149.The dynamic height is computed by dividing the NAVD 88
 HM0149.geopotential number by the normal gravity value computed on the
 HM0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0149.degrees latitude (g = 980.6199 gals.).
 HM0149
 HM0149.The modeled gravity was interpolated from observed gravity values.
 HM0149
 HM0149;                    North         East    Units  Estimated Accuracy
 HM0149;SPC UT S     - 3,148,880.      688,500.      MT  (+/- 180 meters Scaled)
 HM0149
 HM0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH445058(NAD 83)
 HM0149
 HM0149                          SUPERSEDED SURVEY CONTROL
 HM0149
 HM0149  NGVD 29 (??/??/92) 2031.592  (m)         6665.31   (f) ADJ UNCH    1 2
 HM0149
 HM0149.Superseded values are not recommended for survey control.
 HM0149
 HM0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0149.See file dsdata.pdf to determine how the superseded data were derived.
 HM0149
 HM0149_MARKER: DB = BENCH MARK DISK
 HM0149_SETTING: 66 = SET IN ROCK OUTCROP
 HM0149_STAMPING: 6665.315 L 21 1933
 HM0149_MARK LOGO: CGS
 HM0149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0149+STABILITY: POSITION/ELEVATION WELL
 HM0149
 HM0149  HISTORY     - Date     Condition        Report By
 HM0149  HISTORY     - 1933     MONUMENTED       CGS
 HM0149  HISTORY     - 1957     MARK NOT FOUND   USGS
 HM0149  HISTORY     - 1980     MARK NOT FOUND   USGS
 HM0149  HISTORY     - 1980     MARK NOT FOUND   USGS
 HM0149
 HM0149                          STATION DESCRIPTION
 HM0149
 HM0149'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 HM0149'8.5 MI N FROM MONTICELLO.
 HM0149'8.5 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 HM0149'MONTICELLO, SAN JUAN COUNTY, 210 FEET NORTH OF THE MIDDLE OF A 14-FOOT
 HM0149'CUT, 105 FEET NORTH OF A 24-INCH CULVERT, 35 FEET WEST OF THE
 HM0149'CENTERLINE OF THE HIGHWAY, IN THE MIDDLE OF THE WEST SIDE OF A 10-BY
 HM0149'16-FOOT SANDSTONE OUTCROP, AND 5 FEET HIGHER THAN THE HIGHWAY.  A
 HM0149'STANDARD DISK, STAMPED 6665.315 L 21 1933.
 HM0149
 HM0149                          STATION RECOVERY (1980)
 HM0149
 HM0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0149'MARK NOT FOUND.
 HM0149
 HM0149                          STATION RECOVERY (1980)
 HM0149
 HM0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0149'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0237 ***********************************************************************
 HM0237  DESIGNATION -  L 23
 HM0237  PID         -  HM0237
 HM0237  STATE/COUNTY-  UT/SAN JUAN
 HM0237  COUNTRY     -  US
 HM0237  USGS QUAD   -  BLUFF (2017)
 HM0237
 HM0237                         *CURRENT SURVEY CONTROL
 HM0237  ______________________________________________________________________
 HM0237* NAD 83(1986) POSITION- 37 17 36.     (N) 109 32 17.     (W)   SCALED
 HM0237* NAVD 88 ORTHO HEIGHT -  1339.871 (meters)     4395.89  (feet) ADJUSTED
 HM0237  ______________________________________________________________________
 HM0237  GEOID HEIGHT    -        -20.900 (meters)                     GEOID18
 HM0237  DYNAMIC HEIGHT  -       1338.371 (meters)     4390.97  (feet) COMP
 HM0237  MODELED GRAVITY -    979,465.3   (mgal)                       NAVD 88
 HM0237
 HM0237  VERT ORDER      -  FIRST     CLASS II
 HM0237
 HM0237.The horizontal coordinates were scaled from a map and have
 HM0237.an estimated accuracy of +/- 6 seconds.
 HM0237
 HM0237.The orthometric height was determined by differential leveling and
 HM0237.adjusted by the NATIONAL GEODETIC SURVEY
 HM0237.in June 1991.
 HM0237
 HM0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0237.GEOID18 height accuracy estimate available here.
 HM0237
 HM0237.Click photographs - Photos may exist for this station.
 HM0237
 HM0237.The dynamic height is computed by dividing the NAVD 88
 HM0237.geopotential number by the normal gravity value computed on the
 HM0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0237.degrees latitude (g = 980.6199 gals.).
 HM0237
 HM0237.The modeled gravity was interpolated from observed gravity values.
 HM0237
 HM0237;                    North         East    Units  Estimated Accuracy
 HM0237;SPC UT S     - 3,071,370.      673,950.      MT  (+/- 180 meters Scaled)
 HM0237
 HM0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG295284(NAD 83)
 HM0237
 HM0237                          SUPERSEDED SURVEY CONTROL
 HM0237
 HM0237  NGVD 29 (??/??/92) 1338.919  (m)         4392.77   (f) ADJ UNCH    1 2
 HM0237
 HM0237.Superseded values are not recommended for survey control.
 HM0237
 HM0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0237.See file dsdata.pdf to determine how the superseded data were derived.
 HM0237
 HM0237_MARKER: DD = SURVEY DISK
 HM0237_SETTING: 80 = SET IN A BOULDER
 HM0237_STAMPING: 4392.770 L 23 1933
 HM0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0237+STABILITY: SURFACE MOTION
 HM0237
 HM0237  HISTORY     - Date     Condition        Report By
 HM0237  HISTORY     - 1933     MONUMENTED       CGS
 HM0237  HISTORY     - 1962     GOOD             USGS
 HM0237  HISTORY     - 1983     MARK NOT FOUND   NGS
 HM0237  HISTORY     - 19860214 MARK NOT FOUND   USGS
 HM0237
 HM0237                          STATION DESCRIPTION
 HM0237
 HM0237'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HM0237'1.1 MI N FROM BLUFF.
 HM0237'1.1 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT BLUFF,
 HM0237'SAN JUAN COUNTY, BETWEEN TWO BAYS IN THE CANYON WALLS 71 FEET NORTH
 HM0237'EAST OF A GALVANIZED CULVERT, 36 FEET EAST OF THE CENTERLINE OF THE
 HM0237'HIGHWAY, IN THE TOP OF A 10- BY 10-FOOT BOULDER ON THE WEST BANK OF A
 HM0237'WASH, PARALELL TO THE HIGHWAY, 10 FEET WEST OF THE BOTTOM OF THE WASH
 HM0237'AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED 4392.770
 HM0237'L 23 1933.
 HM0237
 HM0237                          STATION RECOVERY (1983)
 HM0237
 HM0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0237'MARK NOT FOUND.
 HM0237
 HM0237                          STATION RECOVERY (1986)
 HM0237
 HM0237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (SGD)
 HM0237'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0136 ***********************************************************************
 JO0136  DESIGNATION -  L 232
 JO0136  PID         -  JO0136
 JO0136  STATE/COUNTY-  UT/PIUTE
 JO0136  COUNTRY     -  US
 JO0136  USGS QUAD   -  PIUTE RESERVOIR (2017)
 JO0136
 JO0136                         *CURRENT SURVEY CONTROL
 JO0136  ______________________________________________________________________
 JO0136* NAD 83(1986) POSITION- 38 15 13.     (N) 112 14 33.     (W)   SCALED
 JO0136* NAVD 88 ORTHO HEIGHT -  1898.247 (meters)     6227.83  (feet) ADJUSTED
 JO0136  ______________________________________________________________________
 JO0136  GEOID HEIGHT    -        -19.180 (meters)                     GEOID18
 JO0136  DYNAMIC HEIGHT  -       1896.049 (meters)     6220.62  (feet) COMP
 JO0136  MODELED GRAVITY -    979,404.2   (mgal)                       NAVD 88
 JO0136
 JO0136  VERT ORDER      -  SECOND    CLASS 0
 JO0136
 JO0136.The horizontal coordinates were scaled from a map and have
 JO0136.an estimated accuracy of +/- 6 seconds.
 JO0136
 JO0136.The orthometric height was determined by differential leveling and
 JO0136.adjusted by the NATIONAL GEODETIC SURVEY
 JO0136.in June 1991.
 JO0136
 JO0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0136.GEOID18 height accuracy estimate available here.
 JO0136
 JO0136.Click photographs - Photos may exist for this station.
 JO0136
 JO0136.The dynamic height is computed by dividing the NAVD 88
 JO0136.geopotential number by the normal gravity value computed on the
 JO0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0136.degrees latitude (g = 980.6199 gals.).
 JO0136
 JO0136.The modeled gravity was interpolated from observed gravity values.
 JO0136
 JO0136;                    North         East    Units  Estimated Accuracy
 JO0136;SPC UT S     - 3,176,390.      435,010.      MT  (+/- 180 meters Scaled)
 JO0136
 JO0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH912346(NAD 83)
 JO0136
 JO0136                          SUPERSEDED SURVEY CONTROL
 JO0136
 JO0136  NGVD 29 (??/??/92) 1896.996  (m)         6223.73   (f) ADJ UNCH    2 0
 JO0136
 JO0136.Superseded values are not recommended for survey control.
 JO0136
 JO0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0136.See file dsdata.pdf to determine how the superseded data were derived.
 JO0136
 JO0136_MARKER: DB = BENCH MARK DISK
 JO0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0136_STAMPING: L 232 1935
 JO0136_MARK LOGO: CGS
 JO0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0136+STABILITY: SURFACE MOTION
 JO0136
 JO0136  HISTORY     - Date     Condition        Report By
 JO0136  HISTORY     - 1935     MONUMENTED       CGS
 JO0136  HISTORY     - 1975     MARK NOT FOUND   USGS
 JO0136
 JO0136                          STATION DESCRIPTION
 JO0136
 JO0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0136'1.9 MI NW FROM JUNCTION.
 JO0136'ABOUT 1.9 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM JUNCTION, PIUTE
 JO0136'COUNTY, ABOUT 0.3 MILE EAST AT THE FOOT OF A MOUNTAIN, IN A VALLEY,
 JO0136'AND 30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 JO0136'STAMPED L 232 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JO0136
 JO0136                          STATION RECOVERY (1975)
 JO0136
 JO0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0136'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0165 ***********************************************************************
 KN0165  DESIGNATION -  L 239
 KN0165  PID         -  KN0165
 KN0165  STATE/COUNTY-  UT/CARBON
 KN0165  COUNTRY     -  US
 KN0165  USGS QUAD   -  SCOFIELD (2017)
 KN0165
 KN0165                         *CURRENT SURVEY CONTROL
 KN0165  ______________________________________________________________________
 KN0165* NAD 83(1986) POSITION- 39 42 17.     (N) 111 09 33.     (W)   SCALED
 KN0165* NAVD 88 ORTHO HEIGHT -  2391.418 (meters)     7845.84  (feet) ADJUSTED
 KN0165  ______________________________________________________________________
 KN0165  GEOID HEIGHT    -        -15.915 (meters)                     GEOID18
 KN0165  DYNAMIC HEIGHT  -       2388.755 (meters)     7837.11  (feet) COMP
 KN0165  MODELED GRAVITY -    979,426.6   (mgal)                       NAVD 88
 KN0165
 KN0165  VERT ORDER      -  SECOND    CLASS 0
 KN0165
 KN0165.The horizontal coordinates were scaled from a map and have
 KN0165.an estimated accuracy of +/- 6 seconds.
 KN0165
 KN0165.The orthometric height was determined by differential leveling and
 KN0165.adjusted by the NATIONAL GEODETIC SURVEY
 KN0165.in June 1991.
 KN0165
 KN0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0165.GEOID18 height accuracy estimate available here.
 KN0165
 KN0165.Click photographs - Photos may exist for this station.
 KN0165
 KN0165.The dynamic height is computed by dividing the NAVD 88
 KN0165.geopotential number by the normal gravity value computed on the
 KN0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0165.degrees latitude (g = 980.6199 gals.).
 KN0165
 KN0165.The modeled gravity was interpolated from observed gravity values.
 KN0165
 KN0165;                    North         East    Units  Estimated Accuracy
 KN0165;SPC UT C     - 2,152,310.      529,230.      MT  (+/- 180 meters Scaled)
 KN0165
 KN0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ863949(NAD 83)
 KN0165
 KN0165                          SUPERSEDED SURVEY CONTROL
 KN0165
 KN0165  NGVD 29 (??/??/92) 2390.068  (m)         7841.41   (f) ADJ UNCH    2 0
 KN0165
 KN0165.Superseded values are not recommended for survey control.
 KN0165
 KN0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0165.See file dsdata.pdf to determine how the superseded data were derived.
 KN0165
 KN0165_MARKER: DB = BENCH MARK DISK
 KN0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0165_STAMPING: L 239 1935
 KN0165_MARK LOGO: CGS
 KN0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0165+STABILITY: SURFACE MOTION
 KN0165
 KN0165  HISTORY     - Date     Condition        Report By
 KN0165  HISTORY     - 1935     MONUMENTED       CGS
 KN0165
 KN0165                          STATION DESCRIPTION
 KN0165
 KN0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0165'1.6 MI S FROM SCOFIELD.
 KN0165'ABOUT 1.6 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0165'FROM SCOFIELD, CARBON COUNTY, ABOUT 70 YARDS NORTHWEST OF MILEPOST C
 KN0165'17, ABOUT 11 YARDS EAST OF THE CENTER OF A ROAD CROSSING, AND ABOUT 8
 KN0165'YARDS NORTHEAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 KN0165'STAMPED L 239 1935 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0259 ***********************************************************************
 HM0259  DESIGNATION -  L 24
 HM0259  PID         -  HM0259
 HM0259  STATE/COUNTY-  UT/SAN JUAN
 HM0259  COUNTRY     -  US
 HM0259  USGS QUAD   -  THE GOOSENECKS (2017)
 HM0259
 HM0259                         *CURRENT SURVEY CONTROL
 HM0259  ______________________________________________________________________
 HM0259* NAD 83(1986) POSITION- 37 07 47.     (N) 109 53 52.     (W)   SCALED
 HM0259* NAVD 88 ORTHO HEIGHT -  1376.133 (meters)     4514.86  (feet) ADJUSTED
 HM0259  ______________________________________________________________________
 HM0259  GEOID HEIGHT    -        -21.062 (meters)                     GEOID18
 HM0259  DYNAMIC HEIGHT  -       1374.587 (meters)     4509.79  (feet) COMP
 HM0259  MODELED GRAVITY -    979,459.8   (mgal)                       NAVD 88
 HM0259
 HM0259  VERT ORDER      -  FIRST     CLASS II
 HM0259
 HM0259.The horizontal coordinates were scaled from a map and have
 HM0259.an estimated accuracy of +/- 6 seconds.
 HM0259
 HM0259.The orthometric height was determined by differential leveling and
 HM0259.adjusted by the NATIONAL GEODETIC SURVEY
 HM0259.in June 1991.
 HM0259
 HM0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0259.GEOID18 height accuracy estimate available here.
 HM0259
 HM0259.Click photographs - Photos may exist for this station.
 HM0259
 HM0259.The dynamic height is computed by dividing the NAVD 88
 HM0259.geopotential number by the normal gravity value computed on the
 HM0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0259.degrees latitude (g = 980.6199 gals.).
 HM0259
 HM0259.The modeled gravity was interpolated from observed gravity values.
 HM0259
 HM0259;                    North         East    Units  Estimated Accuracy
 HM0259;SPC UT S     - 3,052,610.      642,370.      MT  (+/- 180 meters Scaled)
 HM0259
 HM0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG979098(NAD 83)
 HM0259
 HM0259                          SUPERSEDED SURVEY CONTROL
 HM0259
 HM0259  NGVD 29 (??/??/92) 1375.223  (m)         4511.88   (f) ADJ UNCH    1 2
 HM0259
 HM0259.Superseded values are not recommended for survey control.
 HM0259
 HM0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0259.See file dsdata.pdf to determine how the superseded data were derived.
 HM0259
 HM0259_MARKER: DB = BENCH MARK DISK
 HM0259_SETTING: 66 = SET IN ROCK OUTCROP
 HM0259_STAMPING: 4511.877 L 24 1933
 HM0259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0259+STABILITY: POSITION/ELEVATION WELL
 HM0259
 HM0259  HISTORY     - Date     Condition        Report By
 HM0259  HISTORY     - 1933     MONUMENTED       CGS
 HM0259  HISTORY     - 1934     GOOD             CGS
 HM0259  HISTORY     - 1983     MARK NOT FOUND   NGS
 HM0259
 HM0259                          STATION DESCRIPTION
 HM0259
 HM0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0259'3.4 MI SW FROM MEXICAN HAT.
 HM0259'3.4 MILES SOUTHWEST ALONG THE ROAD TO KAYENTA FROM THE NEVILLS STONE
 HM0259'HOUSE AT MEXICAN HAT, SAN JUAN COUNTY, 2.8 MILES SOUTHWEST OF THE SAN
 HM0259'JUAN RIVER BRIDGE, AT THE TOP OF A STEEP HILL, 63 FEET WEST OF THE
 HM0259'WEST END OF A RED SANDSTONE OUTCROP, 25 FEET SOUTH OF THE CENTERLINE
 HM0259'OF THE ROAD, IN THE TOP OF A PROMINENT WHITE SANDSTONE OUTCROP, AND 2
 HM0259'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED 4511.877 L 24
 HM0259'1933.
 HM0259
 HM0259                          STATION RECOVERY (1983)
 HM0259
 HM0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0259'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0164 ***********************************************************************
 JN0164  DESIGNATION -  L 25
 JN0164  PID         -  JN0164
 JN0164  STATE/COUNTY-  UT/WAYNE
 JN0164  COUNTRY     -  US
 JN0164  USGS QUAD   -  GOLDEN THRONE (2017)
 JN0164
 JN0164                         *CURRENT SURVEY CONTROL
 JN0164  ______________________________________________________________________
 JN0164* NAD 83(1986) POSITION- 38 13 13.1    (N) 111 13 00.1    (W)   HD_HELD2
 JN0164* NAVD 88 ORTHO HEIGHT -  1798.466 (meters)     5900.47  (feet) ADJUSTED
 JN0164  ______________________________________________________________________
 JN0164  GEOID HEIGHT    -        -18.894 (meters)                     GEOID18
 JN0164  DYNAMIC HEIGHT  -       1796.490 (meters)     5893.98  (feet) COMP
 JN0164  MODELED GRAVITY -    979,466.1   (mgal)                       NAVD 88
 JN0164
 JN0164  VERT ORDER      -  FIRST     CLASS II
 JN0164
 JN0164.The horizontal coordinates were established by autonomous hand held GPS
 JN0164.observations and have an estimated accuracy of +/- 10 meters.
 JN0164
 JN0164.The orthometric height was determined by differential leveling and
 JN0164.adjusted by the NATIONAL GEODETIC SURVEY
 JN0164.in June 1991.
 JN0164
 JN0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0164.GEOID18 height accuracy estimate available here.
 JN0164
 JN0164.Click photographs - Photos may exist for this station.
 JN0164
 JN0164.The dynamic height is computed by dividing the NAVD 88
 JN0164.geopotential number by the normal gravity value computed on the
 JN0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0164.degrees latitude (g = 980.6199 gals.).
 JN0164
 JN0164.The modeled gravity was interpolated from observed gravity values.
 JN0164
 JN0164;                    North         East    Units  Estimated Accuracy
 JN0164;SPC UT S     - 3,172,470.      524,808.      MT  (+/- 10 meters HH2 GPS)
 JN0164
 JN0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH8103130281(NAD 83)
 JN0164
 JN0164                          SUPERSEDED SURVEY CONTROL
 JN0164
 JN0164  NGVD 29 (??/??/92) 1797.312  (m)         5896.68   (f) ADJ UNCH    1 2
 JN0164
 JN0164.Superseded values are not recommended for survey control.
 JN0164
 JN0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0164.See file dsdata.pdf to determine how the superseded data were derived.
 JN0164
 JN0164_MARKER: DB = BENCH MARK DISK
 JN0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0164_STAMPING: L 25 1934
 JN0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0164+STABILITY: SURFACE MOTION
 JN0164
 JN0164  HISTORY     - Date     Condition        Report By
 JN0164  HISTORY     - 1934     MONUMENTED       CGS
 JN0164
 JN0164                          STATION DESCRIPTION
 JN0164
 JN0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0164'5.3 MI E FROM FRUITA.
 JN0164'5.3 MILES EAST ALONG STATE HIGHWAY 24 FROM FRUITA, WAYNE COUNTY, 66
 JN0164'FEET EAST OF A DRY CREEK, 36 FEET WEST OF THE CENTERLINE OF THE
 JN0164'HIGHWAY, AND 18 FEET EAST OF A SMALL PINION TREE.  A STANDARD DISK,
 JN0164'STAMPED L 25 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0133 ***********************************************************************
 KM0133  DESIGNATION -  L 26
 KM0133  PID         -  KM0133
 KM0133  STATE/COUNTY-  UT/UINTAH
 KM0133  COUNTRY     -  US
 KM0133  USGS QUAD   -  SOUTHAM CANYON (2017)
 KM0133
 KM0133                         *CURRENT SURVEY CONTROL
 KM0133  ______________________________________________________________________
 KM0133* NAD 83(1986) POSITION- 39 57 09.     (N) 109 08 49.     (W)   SCALED
 KM0133* NAVD 88 ORTHO HEIGHT -  1616.969 (meters)     5305.01  (feet) ADJUSTED
 KM0133  ______________________________________________________________________
 KM0133  GEOID HEIGHT    -        -17.090 (meters)                     GEOID18
 KM0133  DYNAMIC HEIGHT  -       1615.470 (meters)     5300.09  (feet) COMP
 KM0133  MODELED GRAVITY -    979,642.7   (mgal)                       NAVD 88
 KM0133
 KM0133  VERT ORDER      -  FIRST     CLASS II
 KM0133
 KM0133.The horizontal coordinates were scaled from a map and have
 KM0133.an estimated accuracy of +/- 6 seconds.
 KM0133
 KM0133.The orthometric height was determined by differential leveling and
 KM0133.adjusted by the NATIONAL GEODETIC SURVEY
 KM0133.in June 1991.
 KM0133
 KM0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0133.GEOID18 height accuracy estimate available here.
 KM0133
 KM0133.Click photographs - Photos may exist for this station.
 KM0133
 KM0133.The dynamic height is computed by dividing the NAVD 88
 KM0133.geopotential number by the normal gravity value computed on the
 KM0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0133.degrees latitude (g = 980.6199 gals.).
 KM0133
 KM0133.The modeled gravity was interpolated from observed gravity values.
 KM0133
 KM0133;                    North         East    Units  Estimated Accuracy
 KM0133;SPC UT C     - 2,182,400.      701,030.      MT  (+/- 180 meters Scaled)
 KM0133
 KM0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK582241(NAD 83)
 KM0133
 KM0133                          SUPERSEDED SURVEY CONTROL
 KM0133
 KM0133  NGVD 29 (??/??/92) 1615.782  (m)         5301.11   (f) ADJ UNCH    1 2
 KM0133
 KM0133.Superseded values are not recommended for survey control.
 KM0133
 KM0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0133.See file dsdata.pdf to determine how the superseded data were derived.
 KM0133
 KM0133_MARKER: DB = BENCH MARK DISK
 KM0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0133_STAMPING: 5301.111 L 26 1933
 KM0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0133+STABILITY: SURFACE MOTION
 KM0133
 KM0133  HISTORY     - Date     Condition        Report By
 KM0133  HISTORY     - 1933     MONUMENTED       CGS
 KM0133
 KM0133                          STATION DESCRIPTION
 KM0133
 KM0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KM0133'7.6 MI N FROM WATSON.
 KM0133'ABOUT 7.6 MILES NORTH ALONG THE WATSON-JENSEN ROAD FROM WATSON, UINTAH
 KM0133'COUNTY, ABOUT 3.4 MILES SOUTHEAST OF THE WHITE RIVER TOLL BRIDGE, AT
 KM0133'THE NORTHEAST BASE OF A HILL MARKED BY A PROMINENT ROCK OUTCROP ON THE
 KM0133'SOUTH SIDE OF THE PEAK, AT THE SOUTHWEST RIM OF A SMALL CANYON RUNNING
 KM0133'NORTHWEST, AND ABOUT 60 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD.
 KM0133'A STANDARD DISK, STAMPED 5301.111 L 26 1933 AND SET IN THE TOP OF A
 KM0133'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0277 ***********************************************************************
 LN0277  DESIGNATION -  L 27
 LN0277  PID         -  LN0277
 LN0277  STATE/COUNTY-  UT/UINTAH
 LN0277  COUNTRY     -  US
 LN0277  USGS QUAD   -  RASMUSSEN HOLLOW (2017)
 LN0277
 LN0277                         *CURRENT SURVEY CONTROL
 LN0277  ______________________________________________________________________
 LN0277* NAD 83(1986) POSITION- 40 22 08.43   (N) 109 23 15.81   (W)   HD_HELD1
 LN0277* NAVD 88 ORTHO HEIGHT -  1483.365 (meters)     4866.67  (feet) ADJUSTED
 LN0277  ______________________________________________________________________
 LN0277  GEOID HEIGHT    -        -17.250 (meters)                     GEOID18
 LN0277  DYNAMIC HEIGHT  -       1482.039 (meters)     4862.32  (feet) COMP
 LN0277  MODELED GRAVITY -    979,680.4   (mgal)                       NAVD 88
 LN0277
 LN0277  VERT ORDER      -  FIRST     CLASS II
 LN0277
 LN0277.The horizontal coordinates were determined by differentially corrected
 LN0277.hand held GPS observations or other comparable positioning techniques
 LN0277.and have an estimated accuracy of +/- 3 meters.
 LN0277
 LN0277.The orthometric height was determined by differential leveling and
 LN0277.adjusted by the NATIONAL GEODETIC SURVEY
 LN0277.in June 1991.
 LN0277
 LN0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0277.GEOID18 height accuracy estimate available here.
 LN0277
 LN0277.Click photographs - Photos may exist for this station.
 LN0277
 LN0277.The dynamic height is computed by dividing the NAVD 88
 LN0277.geopotential number by the normal gravity value computed on the
 LN0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0277.degrees latitude (g = 980.6199 gals.).
 LN0277
 LN0277.The modeled gravity was interpolated from observed gravity values.
 LN0277
 LN0277;                    North         East    Units  Estimated Accuracy
 LN0277;SPC UT C     - 2,228,120.2     679,373.6     MT  (+/- 3 meters HH1 GPS) 
 LN0277
 LN0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK3688269962(NAD 83)
 LN0277
 LN0277                          SUPERSEDED SURVEY CONTROL
 LN0277
 LN0277  NGVD 29 (??/??/92) 1482.106  (m)         4862.54   (f) ADJ UNCH    1 2
 LN0277
 LN0277.Superseded values are not recommended for survey control.
 LN0277
 LN0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0277.See file dsdata.pdf to determine how the superseded data were derived.
 LN0277
 LN0277_MARKER: DB = BENCH MARK DISK
 LN0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0277_STAMPING: 4862.543 L 27 1933
 LN0277_MARK LOGO: CGS
 LN0277_PROJECTION: PROJECTING 20 CENTIMETERS
 LN0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0277+STABILITY: SURFACE MOTION
 LN0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0277+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2009
 LN0277
 LN0277  HISTORY     - Date     Condition        Report By
 LN0277  HISTORY     - 1933     MONUMENTED       CGS
 LN0277  HISTORY     - 1981     GOOD             NGS
 LN0277  HISTORY     - 1984     GOOD             NGS
 LN0277  HISTORY     - 20091019 GOOD             GEOCAC
 LN0277
 LN0277                          STATION DESCRIPTION
 LN0277
 LN0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0277'2.8 MI W FROM JENSEN.
 LN0277'ABOUT 2.8 MILES WEST ALONG U.S. HIGHWAY 40 FROM JENSEN, UINTAH COUNTY,
 LN0277'ABOUT 1.1 MILES EAST OF THE ASHLEY CREEK BRIDGE, AT THE EAST END OF A
 LN0277'CUT ON THE TOP OF A RIDGE, AND ABOUT 50 FEET SOUTH OF THE CENTER LINE
 LN0277'OF THE HIGHWAY.  A STANDARD DISK, STAMPED 4862.543 L 27 1933 AND SET
 LN0277'IN THE TOP OF A CONCRETE POST.
 LN0277
 LN0277                          STATION RECOVERY (1981)
 LN0277
 LN0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LN0277'IT IS IN CLAY AND LOOKS LIKE IT MIGHT HAVE TILTED SLIGHTLY. A WITNESS
 LN0277'POST WAS SET NEAR THE MARK AND NEW MEASUREMENT ARE GIVEN. THE
 LN0277'LOCATION OF THE MARK IS GOOD. THE BENCH MARK IS 7.0 M (23 FEET)
 LN0277'SOUTH-SOUTHEAST FROM THE EDGE OF THE SOUTHERN ROAD CUT AND 1.5 M (5
 LN0277'FEET) NORTH FROM THE SOUTHERN RIGHT OF WAY FENCE FOR U.S. HIGHWAY 40.
 LN0277
 LN0277                          STATION RECOVERY (1984)
 LN0277
 LN0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0277'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.3 KM
 LN0277'(2.65 MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE IN
 LN0277'JENSEN, 0.4 KM (0.25 MI) EAST OF MILEPOST 156, ON TOP OF THE HIGHWAY
 LN0277'CUT, 27.9 M (91.5 FT) SOUTH OF THE  CENTERLINE OF THE HIGHWAY, AND 1.6
 LN0277'M (5.2 FT) NORTH OF A FENCE.
 LN0277'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 LN0277'THE MARK IS 4.6 M ABOVE THE HIGHWAY.
 LN0277
 LN0277                          STATION RECOVERY (2009)
 LN0277
 LN0277'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LN0277'THE FENCE HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0209 ***********************************************************************
 LN0209  DESIGNATION -  L 28
 LN0209  PID         -  LN0209
 LN0209  STATE/COUNTY-  UT/DAGGETT
 LN0209  COUNTRY     -  US
 LN0209  USGS QUAD   -  MOUNT LENA (2017)
 LN0209
 LN0209                         *CURRENT SURVEY CONTROL
 LN0209  ______________________________________________________________________
 LN0209* NAD 83(1986) POSITION- 40 45 39.     (N) 109 28 12.     (W)   SCALED
 LN0209* NAVD 88 ORTHO HEIGHT -  2550.489 (meters)     8367.73  (feet) ADJUSTED
 LN0209  ______________________________________________________________________
 LN0209  GEOID HEIGHT    -        -13.885 (meters)                     GEOID18
 LN0209  DYNAMIC HEIGHT  -       2547.931 (meters)     8359.34  (feet) COMP
 LN0209  MODELED GRAVITY -    979,528.2   (mgal)                       NAVD 88
 LN0209
 LN0209  VERT ORDER      -  FIRST     CLASS II
 LN0209
 LN0209.The horizontal coordinates were scaled from a map and have
 LN0209.an estimated accuracy of +/- 6 seconds.
 LN0209
 LN0209.The orthometric height was determined by differential leveling and
 LN0209.adjusted by the NATIONAL GEODETIC SURVEY
 LN0209.in June 1991.
 LN0209
 LN0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0209.GEOID18 height accuracy estimate available here.
 LN0209
 LN0209.Click photographs - Photos may exist for this station.
 LN0209
 LN0209.The dynamic height is computed by dividing the NAVD 88
 LN0209.geopotential number by the normal gravity value computed on the
 LN0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0209.degrees latitude (g = 980.6199 gals.).
 LN0209
 LN0209.The modeled gravity was interpolated from observed gravity values.
 LN0209
 LN0209;                    North         East    Units  Estimated Accuracy
 LN0209;SPC UT N     - 1,049,480.      671,390.      MT  (+/- 180 meters Scaled)
 LN0209
 LN0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL291133(NAD 83)
 LN0209
 LN0209                          SUPERSEDED SURVEY CONTROL
 LN0209
 LN0209  NGVD 29 (??/??/92) 2549.030  (m)         8362.94   (f) ADJ UNCH    1 2
 LN0209
 LN0209.Superseded values are not recommended for survey control.
 LN0209
 LN0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0209.See file dsdata.pdf to determine how the superseded data were derived.
 LN0209
 LN0209_MARKER: DB = BENCH MARK DISK
 LN0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0209_STAMPING: 8362.943 L 28 1933
 LN0209_MARK LOGO: CGS
 LN0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0209+STABILITY: SURFACE MOTION
 LN0209
 LN0209  HISTORY     - Date     Condition        Report By
 LN0209  HISTORY     - 1933     MONUMENTED       CGS
 LN0209  HISTORY     - 1967     POOR             USGS
 LN0209  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0209
 LN0209                          STATION DESCRIPTION
 LN0209
 LN0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0209'30.2 MI N FROM VERNAL.
 LN0209'ABOUT 30.2 MILES NORTH ALONG STATE HIGHWAY 44 FROM VERNAL, UINTAH
 LN0209'COUNTY, ABOUT 2.0 MILES SOUTH OF CART CREEK, ON THE NORTH RIM OF A
 LN0209'HILL, NEAR THE NORTH EDGE OF A SMALL OPENING, AND ABOUT 45 FEET EAST
 LN0209'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 8362.943
 LN0209'L 28 1933 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE CONCRETE
 LN0209'POST APPEARS TO HAVE BEEN HIT BY A BULLDOZER AND IS TILTED SLIGHTLY.
 LN0209
 LN0209                          STATION RECOVERY (1967)
 LN0209
 LN0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LN0209'MARK RECOVERED IN POOR CONDITION.
 LN0209
 LN0209                          STATION RECOVERY (1984)
 LN0209
 LN0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0209'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0344 ***********************************************************************
 LN0344  DESIGNATION -  L 29
 LN0344  PID         -  LN0344
 LN0344  STATE/COUNTY-  UT/DAGGETT
 LN0344  COUNTRY     -  US
 LN0344  USGS QUAD   -  MANILA (2017)
 LN0344
 LN0344                         *CURRENT SURVEY CONTROL
 LN0344  ______________________________________________________________________
 LN0344* NAD 83(1986) POSITION- 40 59 15.     (N) 109 43 23.     (W)   SCALED
 LN0344* NAVD 88 ORTHO HEIGHT -  1935.731 (meters)     6350.81  (feet) ADJUSTED
 LN0344  ______________________________________________________________________
 LN0344  GEOID HEIGHT    -        -14.106 (meters)                     GEOID18
 LN0344  DYNAMIC HEIGHT  -       1933.985 (meters)     6345.08  (feet) COMP
 LN0344  MODELED GRAVITY -    979,653.5   (mgal)                       NAVD 88
 LN0344
 LN0344  VERT ORDER      -  FIRST     CLASS II
 LN0344
 LN0344.The horizontal coordinates were scaled from a map and have
 LN0344.an estimated accuracy of +/- 6 seconds.
 LN0344
 LN0344.The orthometric height was determined by differential leveling and
 LN0344.adjusted by the NATIONAL GEODETIC SURVEY
 LN0344.in June 1991.
 LN0344
 LN0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0344.GEOID18 height accuracy estimate available here.
 LN0344
 LN0344.Click photographs - Photos may exist for this station.
 LN0344
 LN0344.The dynamic height is computed by dividing the NAVD 88
 LN0344.geopotential number by the normal gravity value computed on the
 LN0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0344.degrees latitude (g = 980.6199 gals.).
 LN0344
 LN0344.The modeled gravity was interpolated from observed gravity values.
 LN0344
 LN0344;                    North         East    Units  Estimated Accuracy
 LN0344;SPC UT N     - 1,074,170.      649,520.      MT  (+/- 180 meters Scaled)
 LN0344
 LN0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL074381(NAD 83)
 LN0344
 LN0344                          SUPERSEDED SURVEY CONTROL
 LN0344
 LN0344.No superseded survey control is available for this station.
 LN0344
 LN0344_MARKER: DB = BENCH MARK DISK
 LN0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0344_STAMPING: L 29 1933
 LN0344_MARK LOGO: CGS
 LN0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0344+STABILITY: SURFACE MOTION
 LN0344
 LN0344  HISTORY     - Date     Condition        Report By
 LN0344  HISTORY     - 1933     MONUMENTED       CGS
 LN0344  HISTORY     - 1963     MARK NOT FOUND   USGS
 LN0344
 LN0344                          STATION DESCRIPTION
 LN0344
 LN0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0344'IN MANILA.
 LN0344'CONCRETE POST, AT NORTHEAST CORNER OF MORMAN CHURCH YARD AND SOUTHEAST
 LN0344'CORNER OF FOREST SUPERVISORS OFFICE YARD, 150 FEET SOUTH OF STREET
 LN0344'INTERSECTION, 36 FEET WEST OF HIGHWAY CENTER-LINE.  TABLET IN CONCRETE
 LN0344'POST.
 LN0344
 LN0344                          STATION RECOVERY (1963)
 LN0344
 LN0344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LN0344'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0345 ***********************************************************************
 LN0345  DESIGNATION -  L 29 RESET
 LN0345  PID         -  LN0345
 LN0345  STATE/COUNTY-  UT/DAGGETT
 LN0345  COUNTRY     -  US
 LN0345  USGS QUAD   -  MANILA (2017)
 LN0345
 LN0345                         *CURRENT SURVEY CONTROL
 LN0345  ______________________________________________________________________
 LN0345* NAD 83(1986) POSITION- 40 59 17.0    (N) 109 43 22.6    (W)   HD_HELD2
 LN0345* NAVD 88 ORTHO HEIGHT -  1937.345 (meters)     6356.11  (feet) ADJUSTED
 LN0345  ______________________________________________________________________
 LN0345  GEOID HEIGHT    -        -14.109 (meters)                     GEOID18
 LN0345  DYNAMIC HEIGHT  -       1935.597 (meters)     6350.37  (feet) COMP
 LN0345  MODELED GRAVITY -    979,653.2   (mgal)                       NAVD 88
 LN0345
 LN0345  VERT ORDER      -  FIRST     CLASS II
 LN0345
 LN0345.The horizontal coordinates were established by autonomous hand held GPS
 LN0345.observations and have an estimated accuracy of +/- 10 meters.
 LN0345
 LN0345.The orthometric height was determined by differential leveling and
 LN0345.adjusted by the NATIONAL GEODETIC SURVEY
 LN0345.in June 1991.
 LN0345
 LN0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0345.GEOID18 height accuracy estimate available here.
 LN0345
 LN0345.Click photographs - Photos may exist for this station.
 LN0345
 LN0345.The dynamic height is computed by dividing the NAVD 88
 LN0345.geopotential number by the normal gravity value computed on the
 LN0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0345.degrees latitude (g = 980.6199 gals.).
 LN0345
 LN0345.The modeled gravity was interpolated from observed gravity values.
 LN0345
 LN0345;                    North         East    Units  Estimated Accuracy
 LN0345;SPC UT N     - 1,074,235.      649,525.      MT  (+/- 10 meters HH2 GPS)
 LN0345
 LN0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL0742238216(NAD 83)
 LN0345
 LN0345                          SUPERSEDED SURVEY CONTROL
 LN0345
 LN0345  NGVD 29 (??/??/??) 1936.06   (m)         6351.9    (f) RESET       3  
 LN0345
 LN0345.Superseded values are not recommended for survey control.
 LN0345
 LN0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0345.See file dsdata.pdf to determine how the superseded data were derived.
 LN0345
 LN0345_MARKER: DB = BENCH MARK DISK
 LN0345_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LN0345_SP_SET: PORCH
 LN0345_STAMPING: 6346.621 L 29 1933
 LN0345_MARK LOGO: CGS
 LN0345_MAGNETIC: N = NO MAGNETIC MATERIAL
 LN0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0345+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2018
 LN0345
 LN0345  HISTORY     - Date     Condition        Report By
 LN0345  HISTORY     - 1963     MONUMENTED       CGS
 LN0345  HISTORY     - 1963     GOOD             LOCENG
 LN0345  HISTORY     - 1984     GOOD             NGS
 LN0345  HISTORY     - 19960707 GOOD             NGS
 LN0345  HISTORY     - 20040719 GOOD             NGS
 LN0345  HISTORY     - 20100802 GOOD             NGS
 LN0345  HISTORY     - 20130623 GOOD             GEOCAC
 LN0345  HISTORY     - 20180819 GOOD             NGS
 LN0345
 LN0345                          STATION DESCRIPTION
 LN0345
 LN0345'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 LN0345'IN MANILA.
 LN0345'AT MANILA, SET IN THE CONCRETE FRONT LANDING OF THE MANILA DISTRICT
 LN0345'FOREST RANGERS OFFICE WHICH IS LOCATED AT THE SOUTHWEST CORNER OF THE
 LN0345'INTERSECTION OF UTAH HIGHWAYS NOS. 44 AND 43.
 LN0345
 LN0345                          STATION RECOVERY (1984)
 LN0345
 LN0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0345'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN MANILA,
 LN0345'IN THE EAST CORNER OF THE CONCRETE PORCH OF THE FLAMING GORGE
 LN0345'HEADQUARTERS OF ASHLEY NATIONAL FOREST AT THE INTERSECTION OF STATE
 LN0345'HIGHWAYS 43 AND 44, 22.3 M (73.2 FT) SOUTH OF THE CENTERLINE OF STATE
 LN0345'HIGHWAY 43, 17.2 M (56.4 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 LN0345'44, 4.0 M (13.1 FT) SOUTHEAST OF THE CENTER OF THE NORTHEAST ENTRANCE,
 LN0345'AND 0.7 M (2.3 FT) NORTHWEST OF THE EAST CORNER OF THE PORCH.
 LN0345'STAMPING--L 29 1933 6346.621.
 LN0345'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 LN0345
 LN0345                          STATION RECOVERY (1996)
 LN0345
 LN0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DW)
 LN0345'OTHER ALIASES INCLUDE DOD 4636-1, IGB 15509 AND NN 314. STATION IS AT
 LN0345'US FOREST SERVICE MANILA RANGER STATION (ASHLEY NATIONAL FOREST AND
 LN0345'FLAMING GORGE NATIONAL RECREATION AREA) IN MANILA, UTAH. STATION IS
 LN0345'0.17 MI (0.27 KM) SE OF DAGGETT COUNTY COURTHOUSE AND 0.68 MI (1.09
 LN0345'KM) SOUTH OF WYOMING BORDER AND 2.65 MI (4.26 KM) WSW ALONG UT ROUTE
 LN0345'43 FROM WYOMING BORDER WHERE IT BECOMES WY 530.  TO ACCESS FROM
 LN0345'INTERSECTION OF ROUTES US 191 AND UT 44 NEAR THE FLAMING GORGE DAM, GO
 LN0345'NORTHERLY ON UT 44 FOR 27.7 MI (44.6 KM) TO INTERSECTION WITH UT 43
 LN0345'AND STATION.  STATION IS ON PORCH ON NE SIDE OF RANGER STATION, 22.3 M
 LN0345'(73.2 FT) SOUTH OF CENTER OF UT 43, 17.2 M (56.4 FT) WEST OF CENTER OF
 LN0345'UT 44 (MAIN STREET) , 3.9 M (12.8 FT) SE OF CENTER OF DOUBLE GLASS
 LN0345'DOORS, 0.7 M (2.3 FT) NW OF STONE WALL AT SE SIDE OF PORCH, 0.15 M
 LN0345'(0.49 FT) SW OF SW EDGE OF WOOD HANICAP RAMP AND NE EDGE OF CONCRETE
 LN0345'PORCH, AND 0.9 M (3.0 FT) ABOVE HIGHWAY.  ORIGINAL DISK WAS RESET IN
 LN0345'1963.
 LN0345
 LN0345                          STATION RECOVERY (2004)
 LN0345
 LN0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 LN0345'RECOVERED IN GOOD CONDITION.
 LN0345
 LN0345                          STATION RECOVERY (2010)
 LN0345
 LN0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (DW)
 LN0345'RECOVERED IN GOOD CONDITION.
 LN0345
 LN0345                          STATION RECOVERY (2013)
 LN0345
 LN0345'RECOVERY NOTE BY GEOCACHING 2013 (BRB)
 LN0345'RECOVERED IN GOOD CONDITION.
 LN0345
 LN0345                          STATION RECOVERY (2018)
 LN0345
 LN0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 LN0345'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0261 ***********************************************************************
 JN0261  DESIGNATION -  L 30
 JN0261  PID         -  JN0261
 JN0261  STATE/COUNTY-  UT/SEVIER
 JN0261  COUNTRY     -  US
 JN0261  USGS QUAD   -  BOOBE HOLE RESERVOIR (2017)
 JN0261
 JN0261                         *CURRENT SURVEY CONTROL
 JN0261  ______________________________________________________________________
 JN0261* NAD 83(1986) POSITION- 38 38 30.     (N) 111 49 57.     (W)   SCALED
 JN0261* NAVD 88 ORTHO HEIGHT -  2150.087 (meters)     7054.08  (feet) ADJUSTED
 JN0261  ______________________________________________________________________
 JN0261  GEOID HEIGHT    -        -17.779 (meters)                     GEOID18
 JN0261  DYNAMIC HEIGHT  -       2147.582 (meters)     7045.86  (feet) COMP
 JN0261  MODELED GRAVITY -    979,386.6   (mgal)                       NAVD 88
 JN0261
 JN0261  VERT ORDER      -  FIRST     CLASS II
 JN0261
 JN0261.The horizontal coordinates were scaled from a map and have
 JN0261.an estimated accuracy of +/- 6 seconds.
 JN0261
 JN0261.The orthometric height was determined by differential leveling and
 JN0261.adjusted by the NATIONAL GEODETIC SURVEY
 JN0261.in June 1991.
 JN0261
 JN0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0261.GEOID18 height accuracy estimate available here.
 JN0261
 JN0261.Click photographs - Photos may exist for this station.
 JN0261
 JN0261.The dynamic height is computed by dividing the NAVD 88
 JN0261.geopotential number by the normal gravity value computed on the
 JN0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0261.degrees latitude (g = 980.6199 gals.).
 JN0261
 JN0261.The modeled gravity was interpolated from observed gravity values.
 JN0261
 JN0261;                    North         East    Units  Estimated Accuracy
 JN0261;SPC UT C     - 2,034,290.      471,050.      MT  (+/- 180 meters Scaled)
 JN0261
 JN0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH275773(NAD 83)
 JN0261
 JN0261                          SUPERSEDED SURVEY CONTROL
 JN0261
 JN0261  NGVD 29 (??/??/92) 2148.737  (m)         7049.65   (f) ADJ UNCH    1 2
 JN0261
 JN0261.Superseded values are not recommended for survey control.
 JN0261
 JN0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0261.See file dsdata.pdf to determine how the superseded data were derived.
 JN0261
 JN0261_MARKER: DB = BENCH MARK DISK
 JN0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0261_STAMPING: L 30 1934
 JN0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0261+STABILITY: SURFACE MOTION
 JN0261
 JN0261  HISTORY     - Date     Condition        Report By
 JN0261  HISTORY     - 1934     MONUMENTED       CGS
 JN0261
 JN0261                          STATION DESCRIPTION
 JN0261
 JN0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0261'18.4 MI E FROM SIGURD.
 JN0261'18.4 MILES EAST ALONG STATE HIGHWAY 24 FROM THE DENVER AND RIO GRANDE
 JN0261'WESTERN RAILROAD STATION AT SIGURD, SEVIER COUNTY, 57 FEET EAST OF THE
 JN0261'CENTERLINE OF THE HIGHWAY, 29 FEET NORTH OF A WAGON ROAD, AND 41 FEET
 JN0261'EAST OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED L 30 1934 AND SET
 JN0261'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0018 ***********************************************************************
 JO0018  DESIGNATION -  L 31
 JO0018  PID         -  JO0018
 JO0018  STATE/COUNTY-  UT/SEVIER
 JO0018  COUNTRY     -  US
 JO0018  USGS QUAD   -  ANTELOPE RANGE (2017)
 JO0018
 JO0018                         *CURRENT SURVEY CONTROL
 JO0018  ______________________________________________________________________
 JO0018* NAD 83(1986) POSITION- 38 35 12.     (N) 112 14 51.     (W)   SCALED
 JO0018* NAVD 88 ORTHO HEIGHT -  1684.124 (meters)     5525.33  (feet) ADJUSTED
 JO0018  ______________________________________________________________________
 JO0018  GEOID HEIGHT    -        -19.115 (meters)                     GEOID18
 JO0018  DYNAMIC HEIGHT  -       1682.277 (meters)     5519.27  (feet) COMP
 JO0018  MODELED GRAVITY -    979,472.9   (mgal)                       NAVD 88
 JO0018
 JO0018  VERT ORDER      -  FIRST     CLASS II
 JO0018
 JO0018.The horizontal coordinates were scaled from a map and have
 JO0018.an estimated accuracy of +/- 6 seconds.
 JO0018
 JO0018.The orthometric height was determined by differential leveling and
 JO0018.adjusted by the NATIONAL GEODETIC SURVEY
 JO0018.in June 1991.
 JO0018
 JO0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0018.GEOID18 height accuracy estimate available here.
 JO0018
 JO0018.Click photographs - Photos may exist for this station.
 JO0018
 JO0018.The dynamic height is computed by dividing the NAVD 88
 JO0018.geopotential number by the normal gravity value computed on the
 JO0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0018.degrees latitude (g = 980.6199 gals.).
 JO0018
 JO0018.The modeled gravity was interpolated from observed gravity values.
 JO0018
 JO0018;                    North         East    Units  Estimated Accuracy
 JO0018;SPC UT C     - 2,028,400.      434,860.      MT  (+/- 180 meters Scaled)
 JO0018
 JO0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH913716(NAD 83)
 JO0018
 JO0018                          SUPERSEDED SURVEY CONTROL
 JO0018
 JO0018  NGVD 29 (??/??/92) 1682.895  (m)         5521.30   (f) ADJ UNCH    1 2
 JO0018
 JO0018.Superseded values are not recommended for survey control.
 JO0018
 JO0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0018.See file dsdata.pdf to determine how the superseded data were derived.
 JO0018
 JO0018_MARKER: DB = BENCH MARK DISK
 JO0018_SETTING: 80 = SET IN A BOULDER
 JO0018_STAMPING: L 31 1934
 JO0018_MARK LOGO: CGS
 JO0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0018+STABILITY: SURFACE MOTION
 JO0018
 JO0018  HISTORY     - Date     Condition        Report By
 JO0018  HISTORY     - 1934     MONUMENTED       CGS
 JO0018  HISTORY     - 1934     GOOD             CGS
 JO0018  HISTORY     - 1975     MARK NOT FOUND   USGS
 JO0018
 JO0018                          STATION DESCRIPTION
 JO0018
 JO0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0018'0.5 MI N FROM SEVIER.
 JO0018'0.5 MILE NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JO0018'THE STATION AT SEVIER, SEVIER COUNTY, 495 FEET SOUTH OF MILEPOST 120,
 JO0018'60 FEET EAST OF THE EAST BANK OF SEVIER RIVER, 23 FEET EAST OF THE
 JO0018'CENTERLINE OF THE TRACK, IN THE TOP OF A LARGE ROCK BOULDER, AND ABOUT
 JO0018'2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED L 31 1934.
 JO0018
 JO0018                          STATION RECOVERY (1975)
 JO0018
 JO0018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0018'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0009 ***********************************************************************
 MS0009  DESIGNATION -  L 331
 MS0009  PID         -  MS0009
 MS0009  STATE/COUNTY-  UT/CACHE
 MS0009  COUNTRY     -  US
 MS0009  USGS QUAD   -  CUTLER DAM (2017)
 MS0009
 MS0009                         *CURRENT SURVEY CONTROL
 MS0009  ______________________________________________________________________
 MS0009* NAD 83(1986) POSITION- 41 50 28.     (N) 112 02 19.     (W)   SCALED
 MS0009* NAVD 88 ORTHO HEIGHT -  1369.640 (meters)     4493.56  (feet) ADJUSTED
 MS0009  ______________________________________________________________________
 MS0009  GEOID HEIGHT    -        -15.249 (meters)                     GEOID18
 MS0009  DYNAMIC HEIGHT  -       1368.709 (meters)     4490.51  (feet) COMP
 MS0009  MODELED GRAVITY -    979,895.2   (mgal)                       NAVD 88
 MS0009
 MS0009  VERT ORDER      -  FIRST     CLASS I
 MS0009
 MS0009.The horizontal coordinates were scaled from a map and have
 MS0009.an estimated accuracy of +/- 6 seconds.
 MS0009
 MS0009.The orthometric height was determined by differential leveling and
 MS0009.adjusted by the NATIONAL GEODETIC SURVEY
 MS0009.in June 1991.
 MS0009
 MS0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0009.GEOID18 height accuracy estimate available here.
 MS0009
 MS0009.Click photographs - Photos may exist for this station.
 MS0009
 MS0009.The dynamic height is computed by dividing the NAVD 88
 MS0009.geopotential number by the normal gravity value computed on the
 MS0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0009.degrees latitude (g = 980.6199 gals.).
 MS0009
 MS0009.The modeled gravity was interpolated from observed gravity values.
 MS0009
 MS0009;                    North         East    Units  Estimated Accuracy
 MS0009;SPC UT N     - 1,167,580.      455,270.      MT  (+/- 180 meters Scaled)
 MS0009
 MS0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM137326(NAD 83)
 MS0009
 MS0009                          SUPERSEDED SURVEY CONTROL
 MS0009
 MS0009  NGVD 29 (??/??/92) 1368.636  (m)         4490.27   (f) ADJ UNCH    1 1
 MS0009
 MS0009.Superseded values are not recommended for survey control.
 MS0009
 MS0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0009.See file dsdata.pdf to determine how the superseded data were derived.
 MS0009
 MS0009_MARKER: DB = BENCH MARK DISK
 MS0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0009_SP_SET: ABUTMENT
 MS0009_STAMPING: L 331 1937
 MS0009_MARK LOGO: CGS
 MS0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0009
 MS0009  HISTORY     - Date     Condition        Report By
 MS0009  HISTORY     - 1937     MONUMENTED       CGS
 MS0009  HISTORY     - 1967     GOOD             CGS
 MS0009
 MS0009                          STATION DESCRIPTION
 MS0009
 MS0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0009'2.95 MI W FROM CACHE JUNCTION.
 MS0009'2.95 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MS0009'CACHE JUNCTION, 4. POLES SOUTH OF MILEPOLE 46, IN THE TOP OF THE WEST
 MS0009'END OF THE NORTH CONCRETE ABUTMENT OF STEEL BRIDGE 45.89, 5.1 FEET
 MS0009'WEST OF THE WEST RAIL, 4.3 FEET NORTH OF THE SOUTH EDGE OF THE
 MS0009'ABUTMENT, 3.5 FEET SOUTH OF THE NORTH EDGE OF THE ABUTMENT, AND ABOUT
 MS0009'1 FOOT LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0405 ***********************************************************************
 MR0405  DESIGNATION -  L 333
 MR0405  PID         -  MR0405
 MR0405  STATE/COUNTY-  UT/WEBER
 MR0405  COUNTRY     -  US
 MR0405  USGS QUAD   -  OGDEN (2017)
 MR0405
 MR0405                         *CURRENT SURVEY CONTROL
 MR0405  ______________________________________________________________________
 MR0405* NAD 83(1986) POSITION- 41 12 12.     (N) 111 59 06.     (W)   SCALED
 MR0405* NAVD 88 ORTHO HEIGHT -  1318.782 (meters)     4326.70  (feet) ADJUSTED
 MR0405  ______________________________________________________________________
 MR0405  GEOID HEIGHT    -        -16.758 (meters)                     GEOID18
 MR0405  DYNAMIC HEIGHT  -       1317.772 (meters)     4323.39  (feet) COMP
 MR0405  MODELED GRAVITY -    979,813.1   (mgal)                       NAVD 88
 MR0405
 MR0405  VERT ORDER      -  FIRST     CLASS I
 MR0405
 MR0405.The horizontal coordinates were scaled from a map and have
 MR0405.an estimated accuracy of +/- 6 seconds.
 MR0405
 MR0405.The orthometric height was determined by differential leveling and
 MR0405.adjusted by the NATIONAL GEODETIC SURVEY
 MR0405.in June 1991.
 MR0405
 MR0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0405.GEOID18 height accuracy estimate available here.
 MR0405
 MR0405.Click photographs - Photos may exist for this station.
 MR0405
 MR0405.The dynamic height is computed by dividing the NAVD 88
 MR0405.geopotential number by the normal gravity value computed on the
 MR0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0405.degrees latitude (g = 980.6199 gals.).
 MR0405
 MR0405.The modeled gravity was interpolated from observed gravity values.
 MR0405
 MR0405;                    North         East    Units  Estimated Accuracy
 MR0405;SPC UT N     - 1,096,730.      459,320.      MT  (+/- 180 meters Scaled)
 MR0405
 MR0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL174617(NAD 83)
 MR0405
 MR0405                          SUPERSEDED SURVEY CONTROL
 MR0405
 MR0405  NGVD 29 (??/??/92) 1317.783  (m)         4323.43   (f) SUPERSEDED  1 1
 MR0405  NGVD 29 (06/08/92) 1317.767  (m)         4323.37   (f) ADJUSTED    1 1
 MR0405
 MR0405.Superseded values are not recommended for survey control.
 MR0405
 MR0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0405.See file dsdata.pdf to determine how the superseded data were derived.
 MR0405
 MR0405_MARKER: DB = BENCH MARK DISK
 MR0405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0405_SP_SET: FOOTING
 MR0405_STAMPING: L 333 1945
 MR0405_MARK LOGO: CGS
 MR0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0405
 MR0405  HISTORY     - Date     Condition        Report By
 MR0405  HISTORY     - 1945     MONUMENTED       CGS
 MR0405  HISTORY     - 1945     GOOD             CGS
 MR0405  HISTORY     - 1983     GOOD             NGS
 MR0405
 MR0405                          STATION DESCRIPTION
 MR0405
 MR0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 MR0405'1.45 MI S FROM OGDEN.
 MR0405'ABOUT 1.2 MILES SOUTH ALONG WALL AVENUE FROM THE UNION PACIFIC
 MR0405'RAILROAD STATION AT OGDEN, THENCE ABOUT 0.25 MILE WEST ALONG 33RD
 MR0405'STREET, AT THE CROSSING WITH THE UNION PACIFIC RAILROAD, IN THE TOP OF
 MR0405'THE NORTHWEST CORNER OF THE NORTHWEST CONCRETE FOOTING OF OVERHEAD
 MR0405'SIGNAL 9913, 42 FEET SOUTH OF THE CENTER LINE OF 33RD STREET, 8 FEET
 MR0405'WEST OF THE NEAR RAIL OF THE MAIN TRACK, AND ABOUT 1 FOOT ABOVE THE
 MR0405'TRACK.
 MR0405
 MR0405                          STATION RECOVERY (1983)
 MR0405
 MR0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0405'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0359 ***********************************************************************
 MS0359  DESIGNATION -  L 334
 MS0359  PID         -  MS0359
 MS0359  STATE/COUNTY-  UT/BOX ELDER
 MS0359  COUNTRY     -  US
 MS0359  USGS QUAD   -  PIGEON MOUNTAIN (2017)
 MS0359
 MS0359                         *CURRENT SURVEY CONTROL
 MS0359  ______________________________________________________________________
 MS0359* NAD 83(1994) POSITION- 41 21 51.03557(N) 113 50 47.86630(W)   ADJUSTED
 MS0359* NAVD 88 ORTHO HEIGHT -  1345.766 (meters)     4415.23  (feet) ADJUSTED
 MS0359  ______________________________________________________________________
 MS0359  GEOID HEIGHT    -        -16.780 (meters)                     GEOID18
 MS0359  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 MS0359  DYNAMIC HEIGHT  -       1344.808 (meters)     4412.09  (feet) COMP
 MS0359  MODELED GRAVITY -    979,864.8   (mgal)                       NAVD 88
 MS0359
 MS0359  HORZ ORDER      -  THIRD
 MS0359  VERT ORDER      -  FIRST     CLASS II
 MS0359
 MS0359.The horizontal coordinates were established by classical geodetic methods
 MS0359.and adjusted by the National Geodetic Survey in November 1997.
 MS0359
 MS0359.The orthometric height was determined by differential leveling and
 MS0359.adjusted by the NATIONAL GEODETIC SURVEY
 MS0359.in June 1991.
 MS0359
 MS0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0359.GEOID18 height accuracy estimate available here.
 MS0359
 MS0359.Click photographs - Photos may exist for this station.
 MS0359
 MS0359.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0359
 MS0359.The dynamic height is computed by dividing the NAVD 88
 MS0359.geopotential number by the normal gravity value computed on the
 MS0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0359.degrees latitude (g = 980.6199 gals.).
 MS0359
 MS0359.The modeled gravity was interpolated from observed gravity values.
 MS0359
 MS0359. The following values were computed from the NAD 83(1994) position.
 MS0359
 MS0359;                    North         East     Units Scale Factor Converg.
 MS0359;SPC UT N     - 1,117,126.389   303,688.546   MT  0.99995879   -1 32 50.1
 MS0359;SPC UT N     - 3,665,105.49    996,351.50   sFT  0.99995879   -1 32 50.1
 MS0359;UTM  12      - 4,583,095.782   261,904.095   MT  1.00029772   -1 52 55.4
 MS0359
 MS0359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0359!SPC UT N     -   0.99979159  x   0.99995879  =   0.99975039
 MS0359!UTM  12      -   0.99979159  x   1.00029772  =   1.00008925
 MS0359
 MS0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL6190483095(NAD 83)
 MS0359
 MS0359                          SUPERSEDED SURVEY CONTROL
 MS0359
 MS0359  NAD 83(1986)-  41 21 51.02870(N)    113 50 47.86068(W) AD(       ) 3
 MS0359  NGVD 29            1344.74   (m)         4411.9    (f) LEVELING    3  
 MS0359  NGVD 29 (??/??/92) 1344.742  (m)         4411.87   (f) ADJ UNCH    1 2
 MS0359
 MS0359.Superseded values are not recommended for survey control.
 MS0359
 MS0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0359.See file dsdata.pdf to determine how the superseded data were derived.
 MS0359
 MS0359_MARKER: DB = BENCH MARK DISK
 MS0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0359_STAMPING: L 344 1945
 MS0359_MARK LOGO: CGS
 MS0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0359+STABILITY: SURFACE MOTION
 MS0359
 MS0359  HISTORY     - Date     Condition        Report By
 MS0359  HISTORY     - 1945     MONUMENTED       CGS
 MS0359  HISTORY     - 1953     GOOD             CGS
 MS0359  HISTORY     - 1958     GOOD             CGS
 MS0359  HISTORY     - 1967     GOOD             USGS
 MS0359
 MS0359                          STATION DESCRIPTION
 MS0359
 MS0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0359'IN LUCIN INTERMEDIATE FIELD.
 MS0359'AT LUCIN INTERMEDIATE FIELD, 128 FEET NORTHEAST OF THE CENTER LINE OF
 MS0359'THE MAIN ENTRANCE, UNDER THE AIRWAY BEACON, 82.1 FEET NORTH OF THE
 MS0359'NORTH CORNER OF THE NORTH ONE OF THREE DWELLINGS, 6.8 FEET NORTH OF
 MS0359'THE SOUTH STEEL LEG OF THE TOWER, 6.0 FEET EAST OF THE WEST STEEL LEG
 MS0359'OF THE TOWER, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 MS0359'FOOT ABOVE THE GROUND.
 MS0359
 MS0359                          STATION RECOVERY (1958)
 MS0359
 MS0359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 MS0359'RECOVERED IN GOOD CONDITION.
 MS0359
 MS0359                          STATION RECOVERY (1967)
 MS0359
 MS0359'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MS0359'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY LEVEL LINE NO. 8, UTAH, AS
 MS0359'FOLLOWS
 MS0359'AT LUCIN INTERMEDIATE FIELD, 128 FT. NE. OF THE CENTERLINE OF THE MAIN
 MS0359'ENTRANCE, UNDER THE AIRWAY BEACON, 82.1 FT. N. OF THE N. CORNER OF THE
 MS0359'N. ONE OF THREE DWELLINGS, 6.8 FT. N. OF THE S. STEEL LEG OF THE
 MS0359'TOWER, 6 FT. E. OF THE W. STEEL LEG OF THE TOWER AND SET IN THE TOP OF
 MS0359'A CONCRETE POST PROJECTING 0.2 FT. ABOVE THE GROUND.
 MS0359'STATION MARK--A STANDARD C AND GS BENCH MARK DISK STAMPED---L 334
 MS0359'1945---, IN CEMENT BLOCK CENTERED UNDER AIRWAY BEACON MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0484 ***********************************************************************
 MR0484  DESIGNATION -  L 338
 MR0484  PID         -  MR0484
 MR0484  STATE/COUNTY-  UT/CACHE
 MR0484  COUNTRY     -  US
 MR0484  USGS QUAD   -  TRENTON (2017)
 MR0484
 MR0484                         *CURRENT SURVEY CONTROL
 MR0484  ______________________________________________________________________
 MR0484* NAD 83(1986) POSITION- 41 54 24.5    (N) 111 56 44.7    (W)   HD_HELD2
 MR0484* NAVD 88 ORTHO HEIGHT -  1362.008 (meters)     4468.52  (feet) ADJUSTED
 MR0484  ______________________________________________________________________
 MR0484  GEOID HEIGHT    -        -15.160 (meters)                     GEOID18
 MR0484  DYNAMIC HEIGHT  -       1361.059 (meters)     4465.41  (feet) COMP
 MR0484  MODELED GRAVITY -    979,879.0   (mgal)                       NAVD 88
 MR0484
 MR0484  VERT ORDER      -  FIRST     CLASS I
 MR0484
 MR0484.The horizontal coordinates were established by autonomous hand held GPS
 MR0484.observations and have an estimated accuracy of +/- 10 meters.
 MR0484
 MR0484.The orthometric height was determined by differential leveling and
 MR0484.adjusted by the NATIONAL GEODETIC SURVEY
 MR0484.in June 1991.
 MR0484
 MR0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0484.GEOID18 height accuracy estimate available here.
 MR0484
 MR0484.Click photographs - Photos may exist for this station.
 MR0484
 MR0484.The dynamic height is computed by dividing the NAVD 88
 MR0484.geopotential number by the normal gravity value computed on the
 MR0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0484.degrees latitude (g = 980.6199 gals.).
 MR0484
 MR0484.The modeled gravity was interpolated from observed gravity values.
 MR0484
 MR0484;                    North         East    Units  Estimated Accuracy
 MR0484;SPC UT N     - 1,174,837.      463,015.      MT  (+/- 10 meters HH2 GPS)
 MR0484
 MR0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2156039861(NAD 83)
 MR0484
 MR0484                          SUPERSEDED SURVEY CONTROL
 MR0484
 MR0484  NGVD 29 (??/??/92) 1360.966  (m)         4465.10   (f) ADJ UNCH    1 1
 MR0484
 MR0484.Superseded values are not recommended for survey control.
 MR0484
 MR0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0484.See file dsdata.pdf to determine how the superseded data were derived.
 MR0484
 MR0484_MARKER: DB = BENCH MARK DISK
 MR0484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0484_SP_SET: CULVERT
 MR0484_STAMPING: L 338 1951
 MR0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0484
 MR0484  HISTORY     - Date     Condition        Report By
 MR0484  HISTORY     - 1951     MONUMENTED       CGS
 MR0484  HISTORY     - 1967     GOOD             CGS
 MR0484  HISTORY     - 20091224 POOR             GEOCAC
 MR0484
 MR0484                          STATION DESCRIPTION
 MR0484
 MR0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0484'0.75 MI S FROM TRENTON.
 MR0484'0.75 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 MR0484'STATE HIGHWAY 170 AT TRENTON, 0.25 MILE NORTH OF THE CROSSING OF A
 MR0484'GRAVELED ROAD, AT COTTLE SIDING, AT THE SOUTH END OF TRENTON SIDING,
 MR0484'IN THE TOP OF THE CENTER OF THE EAST CONCRETE HEAD WALL OF DOUBLE
 MR0484'CONCRETE BOX CULVERTS, 94 FEET NORTHEAST AND ACROSS THE TRACK FROM
 MR0484'MILEPOLE 56, 13.9 FEET EAST OF THE EAST RAIL, AND ABOUT 1 1/2 FEET
 MR0484'HIGHER THAN THE TRACK.
 MR0484
 MR0484                          STATION RECOVERY (2009)
 MR0484
 MR0484'RECOVERY NOTE BY GEOCACHING 2009 (JWS)
 MR0484'DISK IS PRESENT AND IN PLACE, BUT MUTILATED AND UNREADABLE. COTTLE
 MR0484'SIDING NO LONGER EXISTS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JP0272 ***********************************************************************
 JP0272  DESIGNATION -  L 34
 JP0272  PID         -  JP0272
 JP0272  STATE/COUNTY-  UT/MILLARD
 JP0272  COUNTRY     -  US
 JP0272  USGS QUAD   -  NEEDLE POINT SPRING (2017)
 JP0272
 JP0272                         *CURRENT SURVEY CONTROL
 JP0272  ______________________________________________________________________
 JP0272* NAD 83(1986) POSITION- 38 47 58.     (N) 114 00 35.     (W)   SCALED
 JP0272* NAVD 88 ORTHO HEIGHT -  1650.704 (meters)     5415.68  (feet) ADJUSTED
 JP0272  ______________________________________________________________________
 JP0272  GEOID HEIGHT    -        -20.819 (meters)                     GEOID18
 JP0272  DYNAMIC HEIGHT  -       1648.991 (meters)     5410.06  (feet) COMP
 JP0272  MODELED GRAVITY -    979,532.1   (mgal)                       NAVD 88
 JP0272
 JP0272  VERT ORDER      -  FIRST     CLASS II
 JP0272
 JP0272.The horizontal coordinates were scaled from a map and have
 JP0272.an estimated accuracy of +/- 6 seconds.
 JP0272
 JP0272.The orthometric height was determined by differential leveling and
 JP0272.adjusted by the NATIONAL GEODETIC SURVEY
 JP0272.in June 1991.
 JP0272
 JP0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 JP0272.GEOID18 height accuracy estimate available here.
 JP0272
 JP0272.Click photographs - Photos may exist for this station.
 JP0272
 JP0272.The dynamic height is computed by dividing the NAVD 88
 JP0272.geopotential number by the normal gravity value computed on the
 JP0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0272.degrees latitude (g = 980.6199 gals.).
 JP0272
 JP0272.The modeled gravity was interpolated from observed gravity values.
 JP0272
 JP0272;                    North         East    Units  Estimated Accuracy
 JP0272;SPC UT C     - 2,054,810.      282,000.      MT  (+/- 180 meters Scaled)
 JP0272
 JP0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC596987(NAD 83)
 JP0272
 JP0272                          SUPERSEDED SURVEY CONTROL
 JP0272
 JP0272  NGVD 29 (??/??/92) 1649.544  (m)         5411.88   (f) ADJ UNCH    1 2
 JP0272
 JP0272.Superseded values are not recommended for survey control.
 JP0272
 JP0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0272.See file dsdata.pdf to determine how the superseded data were derived.
 JP0272
 JP0272_MARKER: DB = BENCH MARK DISK
 JP0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0272_STAMPING: L 34 1934
 JP0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0272+STABILITY: SURFACE MOTION
 JP0272
 JP0272  HISTORY     - Date     Condition        Report By
 JP0272  HISTORY     - 1934     MONUMENTED       CGS
 JP0272  HISTORY     - 1971     MARK NOT FOUND   NGS
 JP0272
 JP0272                          STATION DESCRIPTION
 JP0272
 JP0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0272'10.6 MI SE FROM GARRISON.
 JP0272'10.6 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 JP0272'GARRISON, MILLARD COUNTY, 415 FEET EAST OF AN IRRIGATION CANAL, 90
 JP0272'FEET SOUTH OF THE JUNCTION OF A ROAD LEADING TO THE RYAN RANCH, AND 40
 JP0272'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 JP0272'STAMPED L 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JP0272
 JP0272                          STATION RECOVERY (1971)
 JP0272
 JP0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JP0272'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0189 ***********************************************************************
 HO0189  DESIGNATION -  L 35
 HO0189  PID         -  HO0189
 HO0189  STATE/COUNTY-  UT/IRON
 HO0189  COUNTRY     -  US
 HO0189  USGS QUAD   -  PAROWAN (2017)
 HO0189
 HO0189                         *CURRENT SURVEY CONTROL
 HO0189  ______________________________________________________________________
 HO0189* NAD 83(1986) POSITION- 37 51 56.87   (N) 112 48 10.48   (W)   HD_HELD1
 HO0189* NAVD 88 ORTHO HEIGHT -  1785.323 (meters)     5857.35  (feet) ADJUSTED
 HO0189  ______________________________________________________________________
 HO0189  GEOID HEIGHT    -        -20.820 (meters)                     GEOID18
 HO0189  DYNAMIC HEIGHT  -       1783.230 (meters)     5850.48  (feet) COMP
 HO0189  MODELED GRAVITY -    979,394.7   (mgal)                       NAVD 88
 HO0189
 HO0189  VERT ORDER      -  SECOND    CLASS 0
 HO0189
 HO0189.The horizontal coordinates were determined by differentially corrected
 HO0189.hand held GPS observations or other comparable positioning techniques
 HO0189.and have an estimated accuracy of +/- 3 meters.
 HO0189
 HO0189.The orthometric height was determined by differential leveling and
 HO0189.adjusted by the NATIONAL GEODETIC SURVEY
 HO0189.in June 1991.
 HO0189
 HO0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0189.GEOID18 height accuracy estimate available here.
 HO0189
 HO0189.Click photographs - Photos may exist for this station.
 HO0189
 HO0189.The dynamic height is computed by dividing the NAVD 88
 HO0189.geopotential number by the normal gravity value computed on the
 HO0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0189.degrees latitude (g = 980.6199 gals.).
 HO0189
 HO0189.The modeled gravity was interpolated from observed gravity values.
 HO0189
 HO0189;                    North         East    Units  Estimated Accuracy
 HO0189;SPC UT S     - 3,133,882.6     385,363.1     MT  (+/- 3 meters HH1 GPS) 
 HO0189
 HO0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG4141492456(NAD 83)
 HO0189
 HO0189                          SUPERSEDED SURVEY CONTROL
 HO0189
 HO0189  NGVD 29 (??/??/92) 1784.149  (m)         5853.50   (f) ADJ UNCH    2 0
 HO0189
 HO0189.Superseded values are not recommended for survey control.
 HO0189
 HO0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0189.See file dsdata.pdf to determine how the superseded data were derived.
 HO0189
 HO0189_MARKER: DB = BENCH MARK DISK
 HO0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0189_STAMPING: L 35 1934
 HO0189_MARK LOGO: CGS
 HO0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0189+STABILITY: SURFACE MOTION
 HO0189
 HO0189  HISTORY     - Date     Condition        Report By
 HO0189  HISTORY     - 1934     MONUMENTED       CGS
 HO0189
 HO0189                          STATION DESCRIPTION
 HO0189
 HO0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0189'2.1 MI N FROM PAROWAN.
 HO0189'2.1 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE HIGH SCHOOL AT PAROWAN,
 HO0189'110 FEET NORTHWEST OF HIGHWAY STATION 370+00, 54 FEET WEST OF THE
 HO0189'CENTER LINE OF THE HIGHWAY, AND 1 FOOT EAST OF THE FENCE.  SET IN THE
 HO0189'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0298 ***********************************************************************
 HO0298  DESIGNATION -  L 359
 HO0298  PID         -  HO0298
 HO0298  STATE/COUNTY-  UT/WASHINGTON
 HO0298  COUNTRY     -  US
 HO0298  USGS QUAD   -  SAINT GEORGE (2017)
 HO0298
 HO0298                         *CURRENT SURVEY CONTROL
 HO0298  ______________________________________________________________________
 HO0298* NAD 83(1986) POSITION- 37 05 45.     (N) 113 33 47.     (W)   SCALED
 HO0298* NAVD 88 ORTHO HEIGHT -   800.362 (meters)     2625.85  (feet) POSTED
 HO0298  ______________________________________________________________________
 HO0298  GEOID HEIGHT    -        -24.538 (meters)                     GEOID18
 HO0298  DYNAMIC HEIGHT  -        799.56  (meters)     2623.2   (feet) COMP
 HO0298  MODELED GRAVITY -    979,601.1   (mgal)                       NAVD 88
 HO0298
 HO0298  VERT ORDER      -  * POSTED, SEE BELOW
 HO0298
 HO0298.The horizontal coordinates were scaled from a map and have
 HO0298.an estimated accuracy of +/- 6 seconds.
 HO0298
 HO0298.The orthometric height was determined by differential leveling
 HO0298.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0298
 HO0298.* This is a POSTED BENCH MARK height.
 HO0298
 HO0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0298.GEOID18 height accuracy estimate available here.
 HO0298
 HO0298.Click photographs - Photos may exist for this station.
 HO0298
 HO0298.The dynamic height is computed by dividing the NAVD 88
 HO0298.geopotential number by the normal gravity value computed on the
 HO0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0298.degrees latitude (g = 980.6199 gals.).
 HO0298
 HO0298.The modeled gravity was interpolated from observed gravity values.
 HO0298
 HO0298;                    North         East    Units  Estimated Accuracy
 HO0298;SPC UT S     - 3,049,650.      316,610.      MT  (+/- 180 meters Scaled)
 HO0298
 HO0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG722085(NAD 83)
 HO0298
 HO0298                          SUPERSEDED SURVEY CONTROL
 HO0298
 HO0298  NGVD 29 (??/??/92)  799.525  (m)         2623.11   (f) ADJ UNCH    2 0
 HO0298
 HO0298.Superseded values are not recommended for survey control.
 HO0298
 HO0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0298.See file dsdata.pdf to determine how the superseded data were derived.
 HO0298
 HO0298_MARKER: DB = BENCH MARK DISK
 HO0298_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0298_SP_SET: CULVERT HEADWALL
 HO0298_STAMPING: L 359 1960
 HO0298_MARK LOGO: CGS
 HO0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0298+STABILITY: SURFACE MOTION
 HO0298
 HO0298  HISTORY     - Date     Condition        Report By
 HO0298  HISTORY     - 1960     MONUMENTED       CGS
 HO0298  HISTORY     - 1979     MARK NOT FOUND   USGS
 HO0298
 HO0298                          STATION DESCRIPTION
 HO0298
 HO0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HO0298'1.8 MI SE FROM ST GEORGE.
 HO0298'0.8 MILES EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, THENCE 1.0 MILE
 HO0298'SOUTHEAST ON BLACKTOP ROAD TO THE MARK, 48 FEET SOUTH OF THE CENTER OF
 HO0298'THE ROAD, SET IN THE WEST HEADWALL OF A CULVERT OVER AN IRRIGATION
 HO0298'DITCH.
 HO0298
 HO0298                          STATION RECOVERY (1979)
 HO0298
 HO0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HO0298'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0501 ***********************************************************************
 JN0501  DESIGNATION -  L 36 RESET
 JN0501  PID         -  JN0501
 JN0501  STATE/COUNTY-  UT/SEVIER
 JN0501  COUNTRY     -  US
 JN0501  USGS QUAD   -  JOHNS PEAK (2017)
 JN0501
 JN0501                         *CURRENT SURVEY CONTROL
 JN0501  ______________________________________________________________________
 JN0501* NAD 83(1986) POSITION- 38 39 49.     (N) 111 25 40.     (W)   SCALED
 JN0501* NAVD 88 ORTHO HEIGHT -  2334.14  (meters)     7657.9   (feet) RESET
 JN0501  ______________________________________________________________________
 JN0501  GEOID HEIGHT    -        -17.649 (meters)                     GEOID18
 JN0501  VERT ORDER      -  THIRD
 JN0501
 JN0501.The horizontal coordinates were scaled from a map and have
 JN0501.an estimated accuracy of +/- 6 seconds.
 JN0501
 JN0501.The orthometric height was computed from unverified reset data.
 JN0501
 JN0501.No vertical observational check was made to the station.
 JN0501
 JN0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0501.GEOID18 height accuracy estimate available here.
 JN0501
 JN0501.Click photographs - Photos may exist for this station.
 JN0501
 JN0501;                    North         East    Units  Estimated Accuracy
 JN0501;SPC UT C     - 2,036,670.      506,290.      MT  (+/- 180 meters Scaled)
 JN0501
 JN0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH627795(NAD 83)
 JN0501
 JN0501                          SUPERSEDED SURVEY CONTROL
 JN0501
 JN0501  NGVD 29 (07/25/12) 2332.77   (m)         7653.4    (f) RESET       3  
 JN0501
 JN0501.Superseded values are not recommended for survey control.
 JN0501
 JN0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0501.See file dsdata.pdf to determine how the superseded data were derived.
 JN0501
 JN0501_MARKER: DV = VERTICAL CONTROL DISK
 JN0501_SETTING: 0 = UNSPECIFIED SETTING
 JN0501_STAMPING: L 36 RESET 1986
 JN0501_MARK LOGO: NGS
 JN0501_MAGNETIC: N = NO MAGNETIC MATERIAL
 JN0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0501
 JN0501  HISTORY     - Date     Condition        Report By
 JN0501  HISTORY     - 1986     MONUMENTED       FHWA
 JN0501
 JN0501                          STATION DESCRIPTION
 JN0501
 JN0501'DESCRIBED BY FEDERAL HIGHWAY ADMINISTRATION 1986
 JN0501'24.4 MILES (39.3 KM) SOUTH ALONG STATE HIGHWAY 10 AND 72 FROM
 JN0501'THE PUBLIC SCHOOL IN EMERY, 90 FEET (27.4 M) WEST OF A SMALL GROVE OF
 JN0501'COTTONWOOD TREES, 36 FEET (11.0 M) EAST OF THE CENTERLINE OF STATE
 JN0501'HIGHWAY 72, 72 FEET (21.9 M) RIGHT CENTERLINE STA. 964+61, 38 FEET
 JN0501'(11.6 M) EAST FROM OLD BM.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0344 ***********************************************************************
 HO0344  DESIGNATION -  L 364
 HO0344  PID         -  HO0344
 HO0344  STATE/COUNTY-  UT/WASHINGTON
 HO0344  COUNTRY     -  US
 HO0344  USGS QUAD   -  HURRICANE (2017)
 HO0344
 HO0344                         *CURRENT SURVEY CONTROL
 HO0344  ______________________________________________________________________
 HO0344* NAD 83(1986) POSITION- 37 10 20.     (N) 113 21 21.     (W)   SCALED
 HO0344* NAVD 88 ORTHO HEIGHT -   925.374 (meters)     3036.00  (feet) ADJUSTED
 HO0344  ______________________________________________________________________
 HO0344  GEOID HEIGHT    -        -23.912 (meters)                     GEOID18
 HO0344  DYNAMIC HEIGHT  -        924.415 (meters)     3032.85  (feet) COMP
 HO0344  MODELED GRAVITY -    979,564.1   (mgal)                       NAVD 88
 HO0344
 HO0344  VERT ORDER      -  FIRST     CLASS II
 HO0344
 HO0344.The horizontal coordinates were scaled from a map and have
 HO0344.an estimated accuracy of +/- 6 seconds.
 HO0344
 HO0344.The orthometric height was determined by differential leveling and
 HO0344.adjusted by the NATIONAL GEODETIC SURVEY
 HO0344.in June 1991.
 HO0344
 HO0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0344.GEOID18 height accuracy estimate available here.
 HO0344
 HO0344.Click photographs - Photos may exist for this station.
 HO0344
 HO0344.The dynamic height is computed by dividing the NAVD 88
 HO0344.geopotential number by the normal gravity value computed on the
 HO0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0344.degrees latitude (g = 980.6199 gals.).
 HO0344
 HO0344.The modeled gravity was interpolated from observed gravity values.
 HO0344
 HO0344;                    North         East    Units  Estimated Accuracy
 HO0344;SPC UT S     - 3,057,740.      335,190.      MT  (+/- 180 meters Scaled)
 HO0344
 HO0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG908165(NAD 83)
 HO0344
 HO0344                          SUPERSEDED SURVEY CONTROL
 HO0344
 HO0344.No superseded survey control is available for this station.
 HO0344
 HO0344_MARKER: DB = BENCH MARK DISK
 HO0344_SETTING: 66 = SET IN ROCK OUTCROP
 HO0344_STAMPING: L 364 1982
 HO0344_MARK LOGO: NGS
 HO0344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0344+STABILITY: POSITION/ELEVATION WELL
 HO0344
 HO0344  HISTORY     - Date     Condition        Report By
 HO0344  HISTORY     - 1982     MONUMENTED       NGS
 HO0344
 HO0344                          STATION DESCRIPTION
 HO0344
 HO0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0344'6.2 KM (3.8 MI) WEST FROM HURRICANE.
 HO0344'6.2 KM (3.85 MI) WEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 HO0344'HIGHWAY 59 IN HURRICANE, IN TOP OF THE NORTHEAST END OF A 2 BY 3 FOOT
 HO0344'SLOPEING SHELF 2 FEET ABOVE THE BASE OF THE SANDSTONE BEDROCK CUT, 0.5
 HO0344'KM (0.3 MI) SOUTHWEST OF MILEPOST 6, 0.4 KM (0.25 MI) SOUTHWEST OF THE
 HO0344'SOUTHWEST END OF A CURVE, 8.2 METERS (27 FT) NORTHWEST OF THE HIGHWAY
 HO0344'CENTERLINE, 61.0 METERS (200 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 HO0344'CUT.
 HO0344'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 HO0344'THE MARK IS 0.15 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0369 ***********************************************************************
 HO0369  DESIGNATION -  L 365
 HO0369  PID         -  HO0369
 HO0369  STATE/COUNTY-  UT/WASHINGTON
 HO0369  COUNTRY     -  US
 HO0369  USGS QUAD   -  SHIVWITS (2017)
 HO0369
 HO0369                         *CURRENT SURVEY CONTROL
 HO0369  ______________________________________________________________________
 HO0369* NAD 83(1986) POSITION- 37 10 37.0    (N) 113 46 19.2    (W)   HD_HELD2
 HO0369* NAVD 88 ORTHO HEIGHT -  1053.341 (meters)     3455.84  (feet) ADJUSTED
 HO0369  ______________________________________________________________________
 HO0369  GEOID HEIGHT    -        -24.458 (meters)                     GEOID18
 HO0369  DYNAMIC HEIGHT  -       1052.258 (meters)     3452.28  (feet) COMP
 HO0369  MODELED GRAVITY -    979,567.0   (mgal)                       NAVD 88
 HO0369  OBS GRAVITY     -    979,562.7   (mgal)                       GRAV_OBS
 HO0369
 HO0369  VERT ORDER      -  FIRST     CLASS II
 HO0369
 HO0369.The horizontal coordinates were established by autonomous hand held GPS
 HO0369.observations and have an estimated accuracy of +/- 10 meters.
 HO0369
 HO0369.The orthometric height was determined by differential leveling and
 HO0369.adjusted by the NATIONAL GEODETIC SURVEY
 HO0369.in June 1991.
 HO0369
 HO0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0369.GEOID18 height accuracy estimate available here.
 HO0369
 HO0369.Click photographs - Photos may exist for this station.
 HO0369
 HO0369.The dynamic height is computed by dividing the NAVD 88
 HO0369.geopotential number by the normal gravity value computed on the
 HO0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0369.degrees latitude (g = 980.6199 gals.).
 HO0369
 HO0369.The modeled gravity was interpolated from observed gravity values.
 HO0369
 HO0369.The observed gravity was obtained from relative gravimeter ties
 HO0369.to the IGSN71 gravity network.
 HO0369
 HO0369;                    North         East    Units  Estimated Accuracy
 HO0369;SPC UT S     - 3,059,083.      298,253.      MT  (+/- 10 meters HH2 GPS)
 HO0369
 HO0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG5390418100(NAD 83)
 HO0369
 HO0369                          SUPERSEDED SURVEY CONTROL
 HO0369
 HO0369.No superseded survey control is available for this station.
 HO0369
 HO0369_MARKER: DV = VERTICAL CONTROL DISK
 HO0369_SETTING: 66 = SET IN ROCK OUTCROP
 HO0369_STAMPING: L 365 1982
 HO0369_MARK LOGO: NGS
 HO0369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0369+STABILITY: POSITION/ELEVATION WELL
 HO0369
 HO0369  HISTORY     - Date     Condition        Report By
 HO0369  HISTORY     - 1982     MONUMENTED       NGS
 HO0369
 HO0369                          STATION DESCRIPTION
 HO0369
 HO0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0369'13.5 KM (8.4 MI) WEST FROM SANTA CLARA.
 HO0369'13.5 KM (8.45 MI) WEST ALONG OLD US HIGHWAY 91 FROM THE CHURCH OF
 HO0369'LATTER DAY SAINTS IN SANTA CLARA, IN TOP OF THE NORTHEAST END OF A 2
 HO0369'BY 3 FOOT PIECE OF SANDSTONE BEDROCK SOUTHEAST ACROSS THE HIGHWAY FROM
 HO0369'THE SOUTHWEST END OF A SANDSTONE BEDROCK CUT, 1.2 KM (0.75 MI)
 HO0369'SOUTHWEST OF THE Y JUNCTION OF A PAVED ROAD LEADING TO GUNLOCK, 0.2 KM
 HO0369'(0.15 MI) NORTHEAST OF A DIRT ROAD LEADING NORTHWEST TO CAMP SPRINGS,
 HO0369'12.8 METERS (42 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 16.1 METERS
 HO0369'(53 FT) NORTHEAST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 HO0369'HEADWALL FOR A 24 INCH CORRUGATED METAL PIPE CULVERT, 3.8 METERS (12.5
 HO0369'FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 HO0369'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 HO0369'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0701 ***********************************************************************
 HO0701  DESIGNATION -  L 366 RESET
 HO0701  PID         -  HO0701
 HO0701  STATE/COUNTY-  UT/WASHINGTON
 HO0701  COUNTRY     -  US
 HO0701  USGS QUAD   -  SPRINGDALE WEST (2017)
 HO0701
 HO0701                         *CURRENT SURVEY CONTROL
 HO0701  ______________________________________________________________________
 HO0701* NAD 83(1986) POSITION- 37 10 36.30   (N) 113 06 53.54   (W)   HD_HELD1
 HO0701* NAVD 88 ORTHO HEIGHT -  1110.16  (meters)     3642.2   (feet) RESET
 HO0701  ______________________________________________________________________
 HO0701  GEOID HEIGHT    -        -22.978 (meters)                     GEOID18
 HO0701  VERT ORDER      -  THIRD
 HO0701
 HO0701.The horizontal coordinates were determined by differentially corrected
 HO0701.hand held GPS observations or other comparable positioning techniques
 HO0701.and have an estimated accuracy of +/- 3 meters.
 HO0701
 HO0701.The orthometric height was computed from unverified reset data.
 HO0701
 HO0701.No vertical observational check was made to the station.
 HO0701
 HO0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0701.GEOID18 height accuracy estimate available here.
 HO0701
 HO0701.Click photographs - Photos may exist for this station.
 HO0701
 HO0701;                    North         East    Units  Estimated Accuracy
 HO0701;SPC UT S     - 3,057,849.1     356,597.0     MT  (+/- 3 meters HH1 GPS) 
 HO0701
 HO0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG1225116574(NAD 83)
 HO0701
 HO0701                          SUPERSEDED SURVEY CONTROL
 HO0701
 HO0701.No superseded survey control is available for this station.
 HO0701
 HO0701_MARKER: DV = VERTICAL CONTROL DISK
 HO0701_SETTING: 80 = SET IN A BOULDER
 HO0701_STAMPING: L 366 RESET 1991
 HO0701_MARK LOGO: NGS
 HO0701_MAGNETIC: N = NO MAGNETIC MATERIAL
 HO0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0701+STABILITY: SURFACE MOTION
 HO0701
 HO0701  HISTORY     - Date     Condition        Report By
 HO0701  HISTORY     - 1991     MONUMENTED       NGS
 HO0701
 HO0701                          STATION DESCRIPTION
 HO0701
 HO0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HO0701'0.1 MILE (0.2 KM) NORTH ALONG A PAVED ROAD FROM THE POST OFFICE IN
 HO0701'VIRGIN, THENCE 4.7 MILES (7.6 KM) EAST ALONG STATE HIGHWAY 9, 30.2 M
 HO0701'(99.1 FT) NORTH FROM THE CENTERLINE OF OLD HIGHWAY, 25.0 M (82.0 FT)
 HO0701'WEST FROM THE WEST EDGE OF A HILL, ABOUT 270 FEET (82.3 M) EAST OF THE
 HO0701'OLD MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0433 ***********************************************************************
 HO0433  DESIGNATION -  L 367
 HO0433  PID         -  HO0433
 HO0433  STATE/COUNTY-  UT/KANE
 HO0433  COUNTRY     -  US
 HO0433  USGS QUAD   -  MOUNT CARMEL (2017)
 HO0433
 HO0433                         *CURRENT SURVEY CONTROL
 HO0433  ______________________________________________________________________
 HO0433* NAD 83(1986) POSITION- 37 13 53.     (N) 112 43 58.     (W)   SCALED
 HO0433* NAVD 88 ORTHO HEIGHT -  1718.288 (meters)     5637.42  (feet) ADJUSTED
 HO0433  ______________________________________________________________________
 HO0433  GEOID HEIGHT    -        -21.875 (meters)                     GEOID18
 HO0433  DYNAMIC HEIGHT  -       1716.268 (meters)     5630.79  (feet) COMP
 HO0433  MODELED GRAVITY -    979,394.6   (mgal)                       NAVD 88
 HO0433
 HO0433  VERT ORDER      -  FIRST     CLASS II
 HO0433
 HO0433.The horizontal coordinates were scaled from a map and have
 HO0433.an estimated accuracy of +/- 6 seconds.
 HO0433
 HO0433.The orthometric height was determined by differential leveling and
 HO0433.adjusted by the NATIONAL GEODETIC SURVEY
 HO0433.in June 1991.
 HO0433
 HO0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0433.GEOID18 height accuracy estimate available here.
 HO0433
 HO0433.Click photographs - Photos may exist for this station.
 HO0433
 HO0433.The dynamic height is computed by dividing the NAVD 88
 HO0433.geopotential number by the normal gravity value computed on the
 HO0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0433.degrees latitude (g = 980.6199 gals.).
 HO0433
 HO0433.The modeled gravity was interpolated from observed gravity values.
 HO0433
 HO0433;                    North         East    Units  Estimated Accuracy
 HO0433;SPC UT S     - 3,063,400.      390,610.      MT  (+/- 180 meters Scaled)
 HO0433
 HO0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG462219(NAD 83)
 HO0433
 HO0433                          SUPERSEDED SURVEY CONTROL
 HO0433
 HO0433.No superseded survey control is available for this station.
 HO0433
 HO0433_MARKER: DV = VERTICAL CONTROL DISK
 HO0433_SETTING: 66 = SET IN ROCK OUTCROP
 HO0433_STAMPING: L 367 1983
 HO0433_MARK LOGO: NGS
 HO0433_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0433+STABILITY: POSITION/ELEVATION WELL
 HO0433
 HO0433  HISTORY     - Date     Condition        Report By
 HO0433  HISTORY     - 1983     MONUMENTED       NGS
 HO0433
 HO0433                          STATION DESCRIPTION
 HO0433
 HO0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0433'35.1 KM (22.0 MI) EAST FROM SPRINGDALE.
 HO0433'35.15 KM (22.05 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF
 HO0433'LATTER DAY SAINTS IN SPRINGDALE, IN TOP OF AND 0.6 METER (2 FT)
 HO0433'SOUTHEAST OF THE NORTHWEST END OF A 2- BY 3-FOOT FLAT TOP SHELF OF
 HO0433'LIMESTONE IN A FRACTURED LIMESTONE BEDROCK CUT, 5.45 KM (3.4 MI)
 HO0433'NORTHWEST OF MT. CARMEL JUNCTION, 0.4 KM (0.25 MI) SOUTHEAST OF
 HO0433'MILEPOST 53, 0.25 KM (0.15 MI) SOUTHEAST OF THE CROSSING OF MINERAL
 HO0433'GULCH, 11.4 METERS (37.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 HO0433'31.4 METERS (103 FT) NORTHWEST OF THE NORTHEAST END OF A 24-INCH
 HO0433'CORRUGATED METAL PIPE CULVERT, 23.8 METERS (78 FT) SOUTH OF AND
 HO0433'3.0 METERS (10 FT) BELOW POWER POLE 47, 19.2 METERS (63 FT) SOUTHWEST
 HO0433'OF THE RIGHT OF WAY FENCE.
 HO0433'THE MARK IS 0.2 METERS  W FROM A WITNESS POST.
 HO0433'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0672 ***********************************************************************
 HN0672  DESIGNATION -  L 368
 HN0672  PID         -  HN0672
 HN0672  STATE/COUNTY-  UT/KANE
 HN0672  COUNTRY     -  US
 HN0672  USGS QUAD   -  FIVEMILE VALLEY (2017)
 HN0672
 HN0672                         *CURRENT SURVEY CONTROL
 HN0672  ______________________________________________________________________
 HN0672* NAD 83(1986) POSITION- 37 07 47.9    (N) 111 58 37.8    (W)   HD_HELD2
 HN0672* NAVD 88 ORTHO HEIGHT -  1479.174 (meters)     4852.92  (feet) ADJUSTED
 HN0672  ______________________________________________________________________
 HN0672  GEOID HEIGHT    -        -22.457 (meters)                     GEOID18
 HN0672  DYNAMIC HEIGHT  -       1477.462 (meters)     4847.31  (feet) COMP
 HN0672  MODELED GRAVITY -    979,422.1   (mgal)                       NAVD 88
 HN0672
 HN0672  VERT ORDER      -  FIRST     CLASS II
 HN0672
 HN0672.The horizontal coordinates were established by autonomous hand held GPS
 HN0672.observations and have an estimated accuracy of +/- 10 meters.
 HN0672
 HN0672.The orthometric height was determined by differential leveling and
 HN0672.adjusted by the NATIONAL GEODETIC SURVEY
 HN0672.in June 1991.
 HN0672
 HN0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0672.GEOID18 height accuracy estimate available here.
 HN0672
 HN0672.Click photographs - Photos may exist for this station.
 HN0672
 HN0672.The dynamic height is computed by dividing the NAVD 88
 HN0672.geopotential number by the normal gravity value computed on the
 HN0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0672.degrees latitude (g = 980.6199 gals.).
 HN0672
 HN0672.The modeled gravity was interpolated from observed gravity values.
 HN0672
 HN0672;                    North         East    Units  Estimated Accuracy
 HN0672;SPC UT S     - 3,051,528.      457,599.      MT  (+/- 10 meters HH2 GPS)
 HN0672
 HN0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG1320209737(NAD 83)
 HN0672
 HN0672                          SUPERSEDED SURVEY CONTROL
 HN0672
 HN0672.No superseded survey control is available for this station.
 HN0672
 HN0672_MARKER: I = METAL ROD
 HN0672_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HN0672_STAMPING: L 368 1983
 HN0672_MARK LOGO: NGS
 HN0672_PROJECTION: FLUSH
 HN0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0672_ROD/PIPE-DEPTH: 2.1 meters
 HN0672
 HN0672  HISTORY     - Date     Condition        Report By
 HN0672  HISTORY     - 1983     MONUMENTED       NGS
 HN0672
 HN0672                          STATION DESCRIPTION
 HN0672
 HN0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HN0672'54.9 KM (34.3 MI) WEST FROM PAGE AZ.
 HN0672'54.95 KM (34.35 MI) WEST ALONG US HIGHWAY 89 FROM THE SOUTHWEST END OF
 HN0672'THE GLEN CANYON BRIDGE IN PAGE AZ, 0.4 KM (0.25 MI) NORTH OF THE NORTH
 HN0672'END OF A CURVE, 29.6 METERS (97 FT) WEST ACROSS THE HIGHWAY FROM
 HN0672'MILEPOST 26, 20.6 METERS (67.5 FT) WEST OF THE HIGHWAY CENTERLINE,
 HN0672'51.6 METERS (169.5 FT) SOUTH OF THE WEST END OF A 48-INCH CORRUGATED
 HN0672'METAL PIPE CULVERT, 44.5 METERS (146 FT) EAST-NORTHEAST OF AND
 HN0672'8.5 METERS (28 FT) BELOW THE EAST ONE OF TWO POLES FOR A DOUBLE POWER
 HN0672'POLE STRUCTURE 244, 28.5 METERS (93.5 FT) EAST OF THE RIGHT OF WAY
 HN0672'FENCE.
 HN0672'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 HN0672'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0407 ***********************************************************************
 JO0407  DESIGNATION -  L 369
 JO0407  PID         -  JO0407
 JO0407  STATE/COUNTY-  UT/IRON
 JO0407  COUNTRY     -  US
 JO0407  USGS QUAD   -  DRY WILLOW PEAK (2017)
 JO0407
 JO0407                         *CURRENT SURVEY CONTROL
 JO0407  ______________________________________________________________________
 JO0407* NAD 83(1986) POSITION- 38 03 42.     (N) 112 57 57.     (W)   SCALED
 JO0407* NAVD 88 ORTHO HEIGHT -  1992.962 (meters)     6538.58  (feet) ADJUSTED
 JO0407  ______________________________________________________________________
 JO0407  GEOID HEIGHT    -        -21.069 (meters)                     GEOID18
 JO0407  DYNAMIC HEIGHT  -       1990.660 (meters)     6531.02  (feet) COMP
 JO0407  MODELED GRAVITY -    979,402.8   (mgal)                       NAVD 88
 JO0407  OBS GRAVITY     -    979,400.7   (mgal)                       GRAV_OBS
 JO0407
 JO0407  VERT ORDER      -  FIRST     CLASS II
 JO0407
 JO0407.The horizontal coordinates were scaled from a map and have
 JO0407.an estimated accuracy of +/- 6 seconds.
 JO0407
 JO0407.The orthometric height was determined by differential leveling and
 JO0407.adjusted by the NATIONAL GEODETIC SURVEY
 JO0407.in June 1991.
 JO0407
 JO0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0407.GEOID18 height accuracy estimate available here.
 JO0407
 JO0407.Click photographs - Photos may exist for this station.
 JO0407
 JO0407.The dynamic height is computed by dividing the NAVD 88
 JO0407.geopotential number by the normal gravity value computed on the
 JO0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0407.degrees latitude (g = 980.6199 gals.).
 JO0407
 JO0407.The modeled gravity was interpolated from observed gravity values.
 JO0407
 JO0407.The observed gravity was obtained from relative gravimeter ties
 JO0407.to the IGSN71 gravity network.
 JO0407
 JO0407;                    North         East    Units  Estimated Accuracy
 JO0407;SPC UT S     - 3,155,830.      371,370.      MT  (+/- 180 meters Scaled)
 JO0407
 JO0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH275144(NAD 83)
 JO0407
 JO0407                          SUPERSEDED SURVEY CONTROL
 JO0407
 JO0407.No superseded survey control is available for this station.
 JO0407
 JO0407_MARKER: I = METAL ROD
 JO0407_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0407_STAMPING: L 369 1984
 JO0407_MARK LOGO: NGS
 JO0407_PROJECTION: FLUSH
 JO0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0407_ROD/PIPE-DEPTH: 3.0 meters
 JO0407
 JO0407  HISTORY     - Date     Condition        Report By
 JO0407  HISTORY     - 1984     MONUMENTED       NGS
 JO0407
 JO0407                          STATION DESCRIPTION
 JO0407
 JO0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0407'18.7 KM (11.6 MI) SOUTH FROM MINERSVILLE.
 JO0407'18.64 KM (11.64 MI) SOUTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 JO0407'AT MINERSVILLE, NEAR THE CREST OF A SLIGHT GRADE, 0.66 KM (0.41 MI)
 JO0407'NORTHEAST OF MILEPOST 30, 33.5 METERS (110 FT) NORTHWEST OF THE
 JO0407'HIGHWAY CENTERLINE AND 0.3 METER (1 FT) SOUTHWEST OF A WITNESS POST.
 JO0407'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 JO0407'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0311 ***********************************************************************
 JN0311  DESIGNATION -  L 37
 JN0311  PID         -  JN0311
 JN0311  STATE/COUNTY-  UT/SEVIER
 JN0311  COUNTRY     -  US
 JN0311  USGS QUAD   -  AURORA (2017)
 JN0311
 JN0311                         *CURRENT SURVEY CONTROL
 JN0311  ______________________________________________________________________
 JN0311* NAD 83(1986) POSITION- 38 54 05.     (N) 111 56 27.     (W)   SCALED
 JN0311* NAVD 88 ORTHO HEIGHT -  1581.537 (meters)     5188.76  (feet) ADJUSTED
 JN0311  ______________________________________________________________________
 JN0311  GEOID HEIGHT    -        -18.732 (meters)                     GEOID18
 JN0311  DYNAMIC HEIGHT  -       1579.866 (meters)     5183.28  (feet) COMP
 JN0311  MODELED GRAVITY -    979,517.2   (mgal)                       NAVD 88
 JN0311
 JN0311  VERT ORDER      -  SECOND    CLASS 0
 JN0311
 JN0311.The horizontal coordinates were scaled from a map and have
 JN0311.an estimated accuracy of +/- 6 seconds.
 JN0311
 JN0311.The orthometric height was determined by differential leveling and
 JN0311.adjusted by the NATIONAL GEODETIC SURVEY
 JN0311.in June 1991.
 JN0311
 JN0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0311.GEOID18 height accuracy estimate available here.
 JN0311
 JN0311.Click photographs - Photos may exist for this station.
 JN0311
 JN0311.The dynamic height is computed by dividing the NAVD 88
 JN0311.geopotential number by the normal gravity value computed on the
 JN0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0311.degrees latitude (g = 980.6199 gals.).
 JN0311
 JN0311.The modeled gravity was interpolated from observed gravity values.
 JN0311
 JN0311;                    North         East    Units  Estimated Accuracy
 JN0311;SPC UT C     - 2,063,160.      461,760.      MT  (+/- 180 meters Scaled)
 JN0311
 JN0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ184062(NAD 83)
 JN0311
 JN0311                          SUPERSEDED SURVEY CONTROL
 JN0311
 JN0311  NGVD 29 (??/??/92) 1580.336  (m)         5184.82   (f) ADJ UNCH    2 0
 JN0311
 JN0311.Superseded values are not recommended for survey control.
 JN0311
 JN0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0311.See file dsdata.pdf to determine how the superseded data were derived.
 JN0311
 JN0311_MARKER: DB = BENCH MARK DISK
 JN0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0311_STAMPING: L 37 1934
 JN0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0311+STABILITY: SURFACE MOTION
 JN0311
 JN0311  HISTORY     - Date     Condition        Report By
 JN0311  HISTORY     - 1934     MONUMENTED       CGS
 JN0311
 JN0311                          STATION DESCRIPTION
 JN0311
 JN0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0311'4.3 MI N FROM SIGURD.
 JN0311'ABOUT 4.3 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JN0311'FROM THE STATION AT SIGURD, SEVIER COUNTY, ABOUT 287 FEET NORTH OF
 JN0311'MILEPOST 92, 9 FEET SOUTH OF AN EAST-AND-WEST ROAD, 48 FEET WEST OF
 JN0311'THE CENTER LINE OF THE TRACK, AND 2 FEET EAST OF THE RIGHT-OF-WAY
 JN0311'FENCE.  A STANDARD DISK, STAMPED L 37 1934 AND SET IN THE TOP OF A
 JN0311'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0564 ***********************************************************************
 MR0564  DESIGNATION -  L 370
 MR0564  PID         -  MR0564
 MR0564  STATE/COUNTY-  UT/MORGAN
 MR0564  COUNTRY     -  US
 MR0564  USGS QUAD   -  MORGAN (2017)
 MR0564
 MR0564                         *CURRENT SURVEY CONTROL
 MR0564  ______________________________________________________________________
 MR0564* NAD 83(1986) POSITION- 41 05 16.     (N) 111 44 08.     (W)   SCALED
 MR0564* NAVD 88 ORTHO HEIGHT -  1510.982 (meters)     4957.28  (feet) ADJUSTED
 MR0564  ______________________________________________________________________
 MR0564  GEOID HEIGHT    -        -16.253 (meters)                     GEOID18
 MR0564  DYNAMIC HEIGHT  -       1509.723 (meters)     4953.15  (feet) COMP
 MR0564  MODELED GRAVITY -    979,738.6   (mgal)                       NAVD 88
 MR0564
 MR0564  VERT ORDER      -  FIRST     CLASS II
 MR0564
 MR0564.The horizontal coordinates were scaled from a map and have
 MR0564.an estimated accuracy of +/- 6 seconds.
 MR0564
 MR0564.The orthometric height was determined by differential leveling and
 MR0564.adjusted by the NATIONAL GEODETIC SURVEY
 MR0564.in June 1991.
 MR0564
 MR0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0564.GEOID18 height accuracy estimate available here.
 MR0564
 MR0564.Click photographs - Photos may exist for this station.
 MR0564
 MR0564.The dynamic height is computed by dividing the NAVD 88
 MR0564.geopotential number by the normal gravity value computed on the
 MR0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0564.degrees latitude (g = 980.6199 gals.).
 MR0564
 MR0564.The modeled gravity was interpolated from observed gravity values.
 MR0564
 MR0564;                    North         East    Units  Estimated Accuracy
 MR0564;SPC UT N     - 1,083,810.      480,210.      MT  (+/- 180 meters Scaled)
 MR0564
 MR0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL382487(NAD 83)
 MR0564
 MR0564                          SUPERSEDED SURVEY CONTROL
 MR0564
 MR0564  NGVD 29 (06/08/92) 1509.874  (m)         4953.64   (f) ADJUSTED    1 2
 MR0564
 MR0564.Superseded values are not recommended for survey control.
 MR0564
 MR0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0564.See file dsdata.pdf to determine how the superseded data were derived.
 MR0564
 MR0564_MARKER: I = METAL ROD
 MR0564_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0564_STAMPING: L 370 1983
 MR0564_MARK LOGO: NGS
 MR0564_PROJECTION: FLUSH
 MR0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0564_ROD/PIPE-DEPTH: 13.4 meters
 MR0564
 MR0564  HISTORY     - Date     Condition        Report By
 MR0564  HISTORY     - 1983     MONUMENTED       NGS
 MR0564
 MR0564                          STATION DESCRIPTION
 MR0564
 MR0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0564'7.5 KM (4.65 MI) NW FROM MORGAN.
 MR0564'7.5 KM (4.65 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0564'THE STATION IN MORGAN, 30.5 METERS (100.0 FT) NORTHEAST OF THE NEAR
 MR0564'RAIL, 23.3 METERS (76.4 FT) SOUTHWEST OF THE CENTERLINE OF THE
 MR0564'SOUTHEAST BOUND LANES OF THE HIGHWAY, 12.6 METERS (41.3 FT) NORTHWEST
 MR0564'OF INTERSTATE HIGHWAY 84 MILEPOST 99, AND 1.0 METERS (3.3 FT)
 MR0564'NORTHWEST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS
 MR0564'THROUGH A 5-INCH LOGO CAP.
 MR0564'THE MARK IS 0.3 METERS  NE FROM  WITNESS POST AND FENCE
 MR0564'THE MARK IS 2.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0351 ***********************************************************************
 HM0351  DESIGNATION -  L 372
 HM0351  PID         -  HM0351
 HM0351  STATE/COUNTY-  UT/SAN JUAN
 HM0351  COUNTRY     -  US
 HM0351  USGS QUAD   -  BLUFF (2017)
 HM0351
 HM0351                         *CURRENT SURVEY CONTROL
 HM0351  ______________________________________________________________________
 HM0351* NAD 83(1986) POSITION- 37 21 10.     (N) 109 31 04.     (W)   SCALED
 HM0351* NAVD 88 ORTHO HEIGHT -  1486.622 (meters)     4877.36  (feet) ADJUSTED
 HM0351  ______________________________________________________________________
 HM0351  GEOID HEIGHT    -        -20.781 (meters)                     GEOID18
 HM0351  DYNAMIC HEIGHT  -       1484.946 (meters)     4871.86  (feet) COMP
 HM0351  MODELED GRAVITY -    979,451.3   (mgal)                       NAVD 88
 HM0351
 HM0351  VERT ORDER      -  FIRST     CLASS II
 HM0351
 HM0351.The horizontal coordinates were scaled from a map and have
 HM0351.an estimated accuracy of +/- 6 seconds.
 HM0351
 HM0351.The orthometric height was determined by differential leveling and
 HM0351.adjusted by the NATIONAL GEODETIC SURVEY
 HM0351.in June 1991.
 HM0351
 HM0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0351.GEOID18 height accuracy estimate available here.
 HM0351
 HM0351.Click photographs - Photos may exist for this station.
 HM0351
 HM0351.The dynamic height is computed by dividing the NAVD 88
 HM0351.geopotential number by the normal gravity value computed on the
 HM0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0351.degrees latitude (g = 980.6199 gals.).
 HM0351
 HM0351.The modeled gravity was interpolated from observed gravity values.
 HM0351
 HM0351;                    North         East    Units  Estimated Accuracy
 HM0351;SPC UT S     - 3,078,010.      675,610.      MT  (+/- 180 meters Scaled)
 HM0351
 HM0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG312350(NAD 83)
 HM0351
 HM0351                          SUPERSEDED SURVEY CONTROL
 HM0351
 HM0351.No superseded survey control is available for this station.
 HM0351
 HM0351_MARKER: DV = VERTICAL CONTROL DISK
 HM0351_SETTING: 66 = SET IN ROCK OUTCROP
 HM0351_STAMPING: L 372 1983
 HM0351_MARK LOGO: NGS
 HM0351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0351+STABILITY: POSITION/ELEVATION WELL
 HM0351
 HM0351  HISTORY     - Date     Condition        Report By
 HM0351  HISTORY     - 1983     MONUMENTED       NGS
 HM0351
 HM0351                          STATION DESCRIPTION
 HM0351
 HM0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0351'9.3 KM (5.8 MI) NE FROM BLUFF.
 HM0351'9.3 KM (5.8 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0351'OFFICE IN BLUFF, 0.2 KM (0.1 MI) NORTH OF A POWER LINE CROSSING, IN
 HM0351'THE CENTER OF THE NORTHERN END OF A 15- BY 30 FT EXPOSED AREA OF
 HM0351'OUTCROPPING BEDROCK, 43.0 METERS (141.0 FT) SOUTHEAST OF THE EAST END
 HM0351'OF AN 18-INCH METAL CULVERT, 20.0 METERS (65.6 FT) NORTHEAST OF
 HM0351'MILEPOST 31, 17.6 METERS (57.7 FT) WEST OF A FENCE AND WITNESS POST,
 HM0351'AND 1.3 METERS (4.3 FT) SOUTH OF THE NORTH END OF THE OUTCROP.
 HM0351'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 HM0351'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0375 ***********************************************************************
 HM0375  DESIGNATION -  L 373
 HM0375  PID         -  HM0375
 HM0375  STATE/COUNTY-  UT/SAN JUAN
 HM0375  COUNTRY     -  US
 HM0375  USGS QUAD   -  MEXICAN HAT (2017)
 HM0375
 HM0375                         *CURRENT SURVEY CONTROL
 HM0375  ______________________________________________________________________
 HM0375* NAD 83(1986) POSITION- 37 12 27.9    (N) 109 51 09.5    (W)   HD_HELD2
 HM0375* NAVD 88 ORTHO HEIGHT -  1325.861 (meters)     4349.93  (feet) ADJUSTED
 HM0375  ______________________________________________________________________
 HM0375  GEOID HEIGHT    -        -20.799 (meters)                     GEOID18
 HM0375  DYNAMIC HEIGHT  -       1324.398 (meters)     4345.13  (feet) COMP
 HM0375  MODELED GRAVITY -    979,481.7   (mgal)                       NAVD 88
 HM0375
 HM0375  VERT ORDER      -  FIRST     CLASS II
 HM0375
 HM0375.The horizontal coordinates were established by autonomous hand held GPS
 HM0375.observations and have an estimated accuracy of +/- 10 meters.
 HM0375
 HM0375.The orthometric height was determined by differential leveling and
 HM0375.adjusted by the NATIONAL GEODETIC SURVEY
 HM0375.in June 1991.
 HM0375
 HM0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0375.GEOID18 height accuracy estimate available here.
 HM0375
 HM0375.Click photographs - Photos may exist for this station.
 HM0375
 HM0375.The dynamic height is computed by dividing the NAVD 88
 HM0375.geopotential number by the normal gravity value computed on the
 HM0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0375.degrees latitude (g = 980.6199 gals.).
 HM0375
 HM0375.The modeled gravity was interpolated from observed gravity values.
 HM0375
 HM0375;                    North         East    Units  Estimated Accuracy
 HM0375;SPC UT S     - 3,061,339.      646,227.      MT  (+/- 10 meters HH2 GPS)
 HM0375
 HM0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG0181118535(NAD 83)
 HM0375
 HM0375                          SUPERSEDED SURVEY CONTROL
 HM0375
 HM0375.No superseded survey control is available for this station.
 HM0375
 HM0375_MARKER: DV = VERTICAL CONTROL DISK
 HM0375_SETTING: 66 = SET IN ROCK OUTCROP
 HM0375_STAMPING: L 373 1983
 HM0375_MARK LOGO: NGS
 HM0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0375+STABILITY: POSITION/ELEVATION WELL
 HM0375
 HM0375  HISTORY     - Date     Condition        Report By
 HM0375  HISTORY     - 1983     MONUMENTED       NGS
 HM0375
 HM0375                          STATION DESCRIPTION
 HM0375
 HM0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0375'7.5 KM (4.65 MI) NE FROM MEXICAN HAT.
 HM0375'7.5 KM (4.65 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0375'OFFICE IN MEXICAN HAT, IN THE CENTER OF A 6- BY 33-FOOT EXPOSED AREA
 HM0375'OF OUTCROPPING BEDROCK, 37.2 METERS (122.0 FT) SOUTH OF THE EAST END
 HM0375'OF A 24-INCH METAL DRAIN PIPE, 29.0 METERS (95.1 FT) NORTHEAST OF
 HM0375'MILEPOST 26, AND 12.3 METERS (40.4 FT) EAST OF THE CENTERLINE OF THE
 HM0375'HIGHWAY.
 HM0375'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 HM0375'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0513 ***********************************************************************
 LN0513  DESIGNATION -  L 374
 LN0513  PID         -  LN0513
 LN0513  STATE/COUNTY-  UT/UINTAH
 LN0513  COUNTRY     -  US
 LN0513  USGS QUAD   -  NAPLES (2017)
 LN0513
 LN0513                         *CURRENT SURVEY CONTROL
 LN0513  ______________________________________________________________________
 LN0513* NAD 83(1986) POSITION- 40 24 22.6    (N) 109 28 47.0    (W)   HD_HELD2
 LN0513* NAVD 88 ORTHO HEIGHT -  1581.510 (meters)     5188.67  (feet) ADJUSTED
 LN0513  ______________________________________________________________________
 LN0513  GEOID HEIGHT    -        -17.125 (meters)                     GEOID18
 LN0513  DYNAMIC HEIGHT  -       1580.064 (meters)     5183.93  (feet) COMP
 LN0513  MODELED GRAVITY -    979,656.5   (mgal)                       NAVD 88
 LN0513
 LN0513  VERT ORDER      -  FIRST     CLASS II
 LN0513
 LN0513.The horizontal coordinates were established by autonomous hand held GPS
 LN0513.observations and have an estimated accuracy of +/- 10 meters.
 LN0513
 LN0513.The orthometric height was determined by differential leveling and
 LN0513.adjusted by the NATIONAL GEODETIC SURVEY
 LN0513.in June 1991.
 LN0513
 LN0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0513.GEOID18 height accuracy estimate available here.
 LN0513
 LN0513.Click photographs - Photos may exist for this station.
 LN0513
 LN0513.The dynamic height is computed by dividing the NAVD 88
 LN0513.geopotential number by the normal gravity value computed on the
 LN0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0513.degrees latitude (g = 980.6199 gals.).
 LN0513
 LN0513.The modeled gravity was interpolated from observed gravity values.
 LN0513
 LN0513;                    North         East    Units  Estimated Accuracy
 LN0513;SPC UT C     - 2,232,077.      671,469.      MT  (+/- 10 meters HH2 GPS)
 LN0513
 LN0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK2900073961(NAD 83)
 LN0513
 LN0513                          SUPERSEDED SURVEY CONTROL
 LN0513
 LN0513.No superseded survey control is available for this station.
 LN0513
 LN0513_MARKER: I = METAL ROD
 LN0513_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0513_STAMPING: L 374 1984
 LN0513_MARK LOGO: NGS
 LN0513_PROJECTION: FLUSH
 LN0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0513_ROD/PIPE-DEPTH: 11.6 meters
 LN0513
 LN0513  HISTORY     - Date     Condition        Report By
 LN0513  HISTORY     - 1984     MONUMENTED       NGS
 LN0513
 LN0513                          STATION DESCRIPTION
 LN0513
 LN0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0513'8.2 KM (5.1 MI) EAST FROM VERNAL.
 LN0513'8.2 KM (5.1 MI( EASTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 LN0513'U.S. HIGHWAY 191 IN VERNAL, 24.1 M (79.1 FT) NORTHEAST OF THE
 LN0513'CENTERLINE OF THE HIGHWAY, 19.0 M (62.3 FT) EAST OF THE CENTERLINE OF
 LN0513'A PAVED ROAD (2500 EAST ROAD), 9.3 M (30.5 FT) SOUTHEAST OF A FENCE
 LN0513'CORNER, AND 1.0 M (3.3 FT) NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS
 LN0513'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LN0513'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 LN0513'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0476 ***********************************************************************
 HM0476  DESIGNATION -  L 374
 HM0476  PID         -  HM0476
 HM0476  STATE/COUNTY-  UT/SAN JUAN
 HM0476  COUNTRY     -  US
 HM0476  USGS QUAD   -  BIG BENCH (2017)
 HM0476
 HM0476                         *CURRENT SURVEY CONTROL
 HM0476  ______________________________________________________________________
 HM0476* NAD 83(1986) POSITION- 37 26 11.     (N) 109 23 26.     (W)   SCALED
 HM0476* NAVD 88 ORTHO HEIGHT -  1565.788 (meters)     5137.09  (feet) ADJUSTED
 HM0476  ______________________________________________________________________
 HM0476  GEOID HEIGHT    -        -20.590 (meters)                     GEOID18
 HM0476  DYNAMIC HEIGHT  -       1563.996 (meters)     5131.21  (feet) COMP
 HM0476  MODELED GRAVITY -    979,431.2   (mgal)                       NAVD 88
 HM0476
 HM0476  VERT ORDER      -  FIRST     CLASS II
 HM0476
 HM0476.The horizontal coordinates were scaled from a map and have
 HM0476.an estimated accuracy of +/- 6 seconds.
 HM0476
 HM0476.The orthometric height was determined by differential leveling and
 HM0476.adjusted by the NATIONAL GEODETIC SURVEY
 HM0476.in June 1991.
 HM0476
 HM0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0476.GEOID18 height accuracy estimate available here.
 HM0476
 HM0476.Click photographs - Photos may exist for this station.
 HM0476
 HM0476.The dynamic height is computed by dividing the NAVD 88
 HM0476.geopotential number by the normal gravity value computed on the
 HM0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0476.degrees latitude (g = 980.6199 gals.).
 HM0476
 HM0476.The modeled gravity was interpolated from observed gravity values.
 HM0476
 HM0476;                    North         East    Units  Estimated Accuracy
 HM0476;SPC UT S     - 3,087,530.      686,670.      MT  (+/- 180 meters Scaled)
 HM0476
 HM0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG423445(NAD 83)
 HM0476
 HM0476                          SUPERSEDED SURVEY CONTROL
 HM0476
 HM0476.No superseded survey control is available for this station.
 HM0476
 HM0476_MARKER: DV = VERTICAL CONTROL DISK
 HM0476_SETTING: 66 = SET IN ROCK OUTCROP
 HM0476_STAMPING: L 374 1984
 HM0476_MARK LOGO: NGS
 HM0476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0476+STABILITY: POSITION/ELEVATION WELL
 HM0476
 HM0476  HISTORY     - Date     Condition        Report By
 HM0476  HISTORY     - 1984     MONUMENTED       NGS
 HM0476
 HM0476                          STATION DESCRIPTION
 HM0476
 HM0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0476'26.4 KM (16.4 MI) NE FROM BLUFF.
 HM0476'18.2 KM (11.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0476'OFFICE IN BLUFF, THENCE 8.2 KM (5.1 MI) EASTERLY ALONG STATE HIGHWAY
 HM0476'262, 0.2 KM (0.1 MI) NORTHEAST OF MILEPOST 5, NEAR THE SOUTHEAST END
 HM0476'OF A 10- BY 40-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, AT THE
 HM0476'NORTHEAST END OF A HIGHWAY CUT, 26.7 METERS (87.6 FT) NORTHWEST OF THE
 HM0476'CENTERLINE OF THE HIGHWAY, 18.2 METERS (59.7 FT) SOUTHWEST OF A JOG IN
 HM0476'A FENCELINE, 3.2 METERS (10.5 FT) NORTHWEST OF THE SOUTHEAST EDGE OF
 HM0476'THE OUTCROP, AND 2.2 METERS (7.2 FT) SOUTHEAST OF A FENCE.
 HM0476'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 HM0476'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0497 ***********************************************************************
 HO0497  DESIGNATION -  L 375
 HO0497  PID         -  HO0497
 HO0497  STATE/COUNTY-  UT/WASHINGTON
 HO0497  COUNTRY     -  US
 HO0497  USGS QUAD   -  PINTURA (2017)
 HO0497
 HO0497                         *CURRENT SURVEY CONTROL
 HO0497  ______________________________________________________________________
 HO0497* NAD 83(1986) POSITION- 37 22 20.     (N) 113 15 17.     (W)   SCALED
 HO0497* NAVD 88 ORTHO HEIGHT -  1304.949 (meters)     4281.32  (feet) ADJUSTED
 HO0497  ______________________________________________________________________
 HO0497  GEOID HEIGHT    -        -22.620 (meters)                     GEOID18
 HO0497  DYNAMIC HEIGHT  -       1303.511 (meters)     4276.60  (feet) COMP
 HO0497  MODELED GRAVITY -    979,484.3   (mgal)                       NAVD 88
 HO0497
 HO0497  VERT ORDER      -  FIRST     CLASS II
 HO0497
 HO0497.The horizontal coordinates were scaled from a map and have
 HO0497.an estimated accuracy of +/- 6 seconds.
 HO0497
 HO0497.The orthometric height was determined by differential leveling and
 HO0497.adjusted by the NATIONAL GEODETIC SURVEY
 HO0497.in June 1991.
 HO0497
 HO0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0497.GEOID18 height accuracy estimate available here.
 HO0497
 HO0497.Click photographs - Photos may exist for this station.
 HO0497
 HO0497.The dynamic height is computed by dividing the NAVD 88
 HO0497.geopotential number by the normal gravity value computed on the
 HO0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0497.degrees latitude (g = 980.6199 gals.).
 HO0497
 HO0497.The modeled gravity was interpolated from observed gravity values.
 HO0497
 HO0497;                    North         East    Units  Estimated Accuracy
 HO0497;SPC UT S     - 3,079,760.      344,590.      MT  (+/- 180 meters Scaled)
 HO0497
 HO0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG003385(NAD 83)
 HO0497
 HO0497                          SUPERSEDED SURVEY CONTROL
 HO0497
 HO0497.No superseded survey control is available for this station.
 HO0497
 HO0497_MARKER: DV = VERTICAL CONTROL DISK
 HO0497_SETTING: 66 = SET IN ROCK OUTCROP
 HO0497_STAMPING: L 375 1984
 HO0497_MARK LOGO: NGS
 HO0497_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0497+STABILITY: POSITION/ELEVATION WELL
 HO0497
 HO0497  HISTORY     - Date     Condition        Report By
 HO0497  HISTORY     - 1984     MONUMENTED       NGS
 HO0497
 HO0497                          STATION DESCRIPTION
 HO0497
 HO0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0497'15.8 KM (9.8 MI) NORTH FROM TOQUERVILLE.
 HO0497'4.83 KM (3.0 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 HO0497'TOQUERVILLE, THENCE 10.95 KM (6.8 MI) NORTHEAST ALONG INTERSTATE 15,
 HO0497'IN TOP OF THE NORTH EDGE OF A 2 BY 5 FOOT PORTION OF OUTCROP
 HO0497'PROJECTING 0.5 FOOT ABOVE THE SURFACE OF THE GROUND, ON THE NORTHEAST
 HO0497'BANK OF A DRY WASH, ON THE OUTSIDE OF THE RIGHT OF WAY FENCE, 0.42 KM
 HO0497'(0.26 MI) NORTHEAST OF MILEPOST 34, 29.2 METERS (96 FT) NORTHWEST OF
 HO0497'THE SOUTH BOUND HIGHWAY CENTERLINE, 27.6 METERS (90.5 FT) SOUTH OF A
 HO0497'POWER POLE WITH THREE GUY WIRES, 21.6 METERS (71 FT) NORTHEAST OF A
 HO0497'CONCRETE BLM MARKER AND 0.2 METER (0.7 MI) NORTHWEST OF THE RIGHT OF
 HO0497'WAY FENCE.
 HO0497'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 HO0497'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0463 ***********************************************************************
 HO0463  DESIGNATION -  L 376
 HO0463  PID         -  HO0463
 HO0463  STATE/COUNTY-  UT/IRON
 HO0463  COUNTRY     -  US
 HO0463  USGS QUAD   -  ENOCH (2017)
 HO0463
 HO0463                         *CURRENT SURVEY CONTROL
 HO0463  ______________________________________________________________________
 HO0463* NAD 83(1986) POSITION- 37 51 53.     (N) 113 01 52.     (W)   SCALED
 HO0463* NAVD 88 ORTHO HEIGHT -  1645.326 (meters)     5398.04  (feet) ADJUSTED
 HO0463  ______________________________________________________________________
 HO0463  GEOID HEIGHT    -        -21.610 (meters)                     GEOID18
 HO0463  DYNAMIC HEIGHT  -       1643.466 (meters)     5391.94  (feet) COMP
 HO0463  MODELED GRAVITY -    979,441.8   (mgal)                       NAVD 88
 HO0463
 HO0463  VERT ORDER      -  FIRST     CLASS II
 HO0463
 HO0463.The horizontal coordinates were scaled from a map and have
 HO0463.an estimated accuracy of +/- 6 seconds.
 HO0463
 HO0463.The orthometric height was determined by differential leveling and
 HO0463.adjusted by the NATIONAL GEODETIC SURVEY
 HO0463.in June 1991.
 HO0463
 HO0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0463.GEOID18 height accuracy estimate available here.
 HO0463
 HO0463.Click photographs - Photos may exist for this station.
 HO0463
 HO0463.The dynamic height is computed by dividing the NAVD 88
 HO0463.geopotential number by the normal gravity value computed on the
 HO0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0463.degrees latitude (g = 980.6199 gals.).
 HO0463
 HO0463.The modeled gravity was interpolated from observed gravity values.
 HO0463
 HO0463;                    North         East    Units  Estimated Accuracy
 HO0463;SPC UT S     - 3,134,070.      365,290.      MT  (+/- 180 meters Scaled)
 HO0463
 HO0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG213927(NAD 83)
 HO0463
 HO0463                          SUPERSEDED SURVEY CONTROL
 HO0463
 HO0463.No superseded survey control is available for this station.
 HO0463
 HO0463_MARKER: I = METAL ROD
 HO0463_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0463_STAMPING: L 376 1984
 HO0463_MARK LOGO: NGS
 HO0463_PROJECTION: FLUSH
 HO0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0463_ROD/PIPE-DEPTH: 10.6 meters
 HO0463
 HO0463  HISTORY     - Date     Condition        Report By
 HO0463  HISTORY     - 1984     MONUMENTED       NGS
 HO0463
 HO0463                          STATION DESCRIPTION
 HO0463
 HO0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0463'21.6 KM (13.4 MI) NORTH FROM CEDAR CITY.
 HO0463'21.58 KM (13.41 MI) NORTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 HO0463'AT CEDAR CITY, AT A WOOD BRACE IN THE EAST RIGHT OF WAY FENCE, 0.87 KM
 HO0463'(0.54 MI) NORTH OF A CURVE, 0.58 KM (0.36 MI) SOUTH OF MILEPOST 16,
 HO0463'30.8 METERS (101 FT) EAST OF THE HIGHWAY CENTERLINE, 0.9 METER (3 FT)
 HO0463'NORTH OF THE NORTH BRACE POST AND 0.5 METER (1.5 FT) WEST OF THE RIGHT
 HO0463'OF WAY FENCE.
 HO0463'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 HO0463'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0449 ***********************************************************************
 JO0449  DESIGNATION -  L 377 B CO
 JO0449  PID         -  JO0449
 JO0449  STATE/COUNTY-  UT/BEAVER
 JO0449  COUNTRY     -  US
 JO0449  USGS QUAD   -  FRISCO (2017)
 JO0449
 JO0449                         *CURRENT SURVEY CONTROL
 JO0449  ______________________________________________________________________
 JO0449* NAD 83(1986) POSITION- 38 26 56.     (N) 113 20 33.     (W)   SCALED
 JO0449* NAVD 88 ORTHO HEIGHT -  1584.380 (meters)     5198.09  (feet) ADJUSTED
 JO0449  ______________________________________________________________________
 JO0449  GEOID HEIGHT    -        -21.112 (meters)                     GEOID18
 JO0449  DYNAMIC HEIGHT  -       1582.716 (meters)     5192.63  (feet) COMP
 JO0449  MODELED GRAVITY -    979,522.6   (mgal)                       NAVD 88
 JO0449
 JO0449  VERT ORDER      -  FIRST     CLASS II
 JO0449
 JO0449.The horizontal coordinates were scaled from a map and have
 JO0449.an estimated accuracy of +/- 6 seconds.
 JO0449
 JO0449.The orthometric height was determined by differential leveling and
 JO0449.adjusted by the NATIONAL GEODETIC SURVEY
 JO0449.in June 1991.
 JO0449
 JO0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0449.GEOID18 height accuracy estimate available here.
 JO0449
 JO0449.Click photographs - Photos may exist for this station.
 JO0449
 JO0449.The dynamic height is computed by dividing the NAVD 88
 JO0449.geopotential number by the normal gravity value computed on the
 JO0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0449.degrees latitude (g = 980.6199 gals.).
 JO0449
 JO0449.The modeled gravity was interpolated from observed gravity values.
 JO0449
 JO0449;                    North         East    Units  Estimated Accuracy
 JO0449;SPC UT S     - 3,199,390.      339,170.      MT  (+/- 180 meters Scaled)
 JO0449
 JO0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH955582(NAD 83)
 JO0449
 JO0449                          SUPERSEDED SURVEY CONTROL
 JO0449
 JO0449.No superseded survey control is available for this station.
 JO0449
 JO0449_MARKER: I = METAL ROD
 JO0449_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0449_STAMPING: L 377 1984
 JO0449_MARK LOGO: NGS
 JO0449_PROJECTION: FLUSH
 JO0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0449_ROD/PIPE-DEPTH: 11.3 meters
 JO0449
 JO0449  HISTORY     - Date     Condition        Report By
 JO0449  HISTORY     - 1984     MONUMENTED       NGS
 JO0449
 JO0449                          STATION DESCRIPTION
 JO0449
 JO0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0449'32.2 KM (20.0 MI) NW FROM MILFORD.
 JO0449'32.25 KM (20.03 MI) NORTHWEST ALONG STATE HIGHWAY FROM ITS JUNCTION
 JO0449'WITH STATE HIGHWAY 257 AT MILFORD, BETWEEN THE HIGHWAY AND A SHARP
 JO0449'CURVE IN A DIRT ROAD LEADING SOUTH TO ANTELOPE SPRINGS, 0.90 KM
 JO0449'(0.56 MI) NORTHWEST OF THE Y JUNCTION OF THE OLD HIGHWAY GRADE,
 JO0449'0.09 KM (0.06 MI) NORTHWEST OF MILEPOST 57, 46.6 METERS (153 FT)
 JO0449'SOUTHWEST OF THE HIGHWAY CENTERLINE, 25.9 METERS (85 FT) NORTH ACROSS
 JO0449'THE DIRT ROAD FROM A TELEPHONE POLE, 11.6 METERS (38 FT) NORTH OF THE
 JO0449'CENTER OF THE ROAD, 3.0 METERS (10 FT) WEST OF THE NORTH SIGN POST FOR
 JO0449'A WOOD BLM SIGN AND 8.0 METERS (26 FT) WEST OF THE CENTER OF A TRACK
 JO0449'ROAD.
 JO0449'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 JO0449'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0621 ***********************************************************************
 MS0621  DESIGNATION -  L 377 BE CO
 MS0621  PID         -  MS0621
 MS0621  STATE/COUNTY-  UT/BOX ELDER
 MS0621  COUNTRY     -  US
 MS0621  USGS QUAD   -  BLACK BUTTE (2017)
 MS0621
 MS0621                         *CURRENT SURVEY CONTROL
 MS0621  ______________________________________________________________________
 MS0621* NAD 83(1986) POSITION- 41 50 12.     (N) 113 08 47.     (W)   SCALED
 MS0621* NAVD 88 ORTHO HEIGHT -  1416.756 (meters)     4648.14  (feet) ADJUSTED
 MS0621  ______________________________________________________________________
 MS0621  GEOID HEIGHT    -        -15.233 (meters)                     GEOID18
 MS0621  DYNAMIC HEIGHT  -       1415.792 (meters)     4644.98  (feet) COMP
 MS0621  MODELED GRAVITY -    979,892.6   (mgal)                       NAVD 88
 MS0621
 MS0621  VERT ORDER      -  FIRST     CLASS II
 MS0621
 MS0621.The horizontal coordinates were scaled from a map and have
 MS0621.an estimated accuracy of +/- 6 seconds.
 MS0621
 MS0621.The orthometric height was determined by differential leveling and
 MS0621.adjusted by the NATIONAL GEODETIC SURVEY
 MS0621.in June 1991.
 MS0621
 MS0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0621.GEOID18 height accuracy estimate available here.
 MS0621
 MS0621.Click photographs - Photos may exist for this station.
 MS0621
 MS0621.The dynamic height is computed by dividing the NAVD 88
 MS0621.geopotential number by the normal gravity value computed on the
 MS0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0621.degrees latitude (g = 980.6199 gals.).
 MS0621
 MS0621.The modeled gravity was interpolated from observed gravity values.
 MS0621
 MS0621;                    North         East    Units  Estimated Accuracy
 MS0621;SPC UT N     - 1,168,250.      363,250.      MT  (+/- 180 meters Scaled)
 MS0621
 MS0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM217338(NAD 83)
 MS0621
 MS0621                          SUPERSEDED SURVEY CONTROL
 MS0621
 MS0621.No superseded survey control is available for this station.
 MS0621
 MS0621_MARKER: I = METAL ROD
 MS0621_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0621_STAMPING: L 377 1984
 MS0621_MARK LOGO: NGS
 MS0621_PROJECTION: FLUSH
 MS0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0621_ROD/PIPE-DEPTH: 9.7 meters
 MS0621
 MS0621  HISTORY     - Date     Condition        Report By
 MS0621  HISTORY     - 1984     MONUMENTED       NGS
 MS0621
 MS0621                          STATION DESCRIPTION
 MS0621
 MS0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0621'14.8 KM (9.2 MI) EAST FROM PARK VALLEY.
 MS0621'14.83 KM (9.22 MI) EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE IN
 MS0621'PARK VALLEY, IN THE EAST CORNER OF THE T JUNCTION OF A DIRT ROAD
 MS0621'LEADING SOUTH TO KELTON, INSIDE A FENCE CORNER FOR AN OFFSET IN THE
 MS0621'FENCE, 0.32 KM (0.20 MI) SOUTHWEST OF A POWER SUB-STATION, 66.4 METERS
 MS0621'(218 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 12.5 METERS (41 FT)
 MS0621'NORTHEAST OF THE CENTER OF THE DIRT ROAD, 10.0 METERS (33 FT)
 MS0621'NORTHEAST OF THE NORTHEAST END OF A CATTLE GUARD AND 1.0 METER
 MS0621'(3.3 FT) WEST OF A FENCE CORNER.
 MS0621'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 MS0621'THE MARK IS ABOVE LEVEL WITH THE DIRT ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0432 ***********************************************************************
 JO0432  DESIGNATION -  L 378 B CO
 JO0432  PID         -  JO0432
 JO0432  STATE/COUNTY-  UT/BEAVER
 JO0432  COUNTRY     -  US
 JO0432  USGS QUAD   -  PINE VALLEY HARDPAN SOUTH (2017)
 JO0432
 JO0432                         *CURRENT SURVEY CONTROL
 JO0432  ______________________________________________________________________
 JO0432* NAD 83(1986) POSITION- 38 30 45.     (N) 113 37 38.     (W)   SCALED
 JO0432* NAVD 88 ORTHO HEIGHT -  1656.311 (meters)     5434.08  (feet) ADJUSTED
 JO0432  ______________________________________________________________________
 JO0432  GEOID HEIGHT    -        -21.216 (meters)                     GEOID18
 JO0432  DYNAMIC HEIGHT  -       1654.564 (meters)     5428.35  (feet) COMP
 JO0432  MODELED GRAVITY -    979,515.3   (mgal)                       NAVD 88
 JO0432
 JO0432  VERT ORDER      -  FIRST     CLASS II
 JO0432
 JO0432.The horizontal coordinates were scaled from a map and have
 JO0432.an estimated accuracy of +/- 6 seconds.
 JO0432
 JO0432.The orthometric height was determined by differential leveling and
 JO0432.adjusted by the NATIONAL GEODETIC SURVEY
 JO0432.in June 1991.
 JO0432
 JO0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0432.GEOID18 height accuracy estimate available here.
 JO0432
 JO0432.Click photographs - Photos may exist for this station.
 JO0432
 JO0432.The dynamic height is computed by dividing the NAVD 88
 JO0432.geopotential number by the normal gravity value computed on the
 JO0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0432.degrees latitude (g = 980.6199 gals.).
 JO0432
 JO0432.The modeled gravity was interpolated from observed gravity values.
 JO0432
 JO0432;                    North         East    Units  Estimated Accuracy
 JO0432;SPC UT S     - 3,206,980.      314,480.      MT  (+/- 180 meters Scaled)
 JO0432
 JO0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH709659(NAD 83)
 JO0432
 JO0432                          SUPERSEDED SURVEY CONTROL
 JO0432
 JO0432.No superseded survey control is available for this station.
 JO0432
 JO0432_MARKER: I = METAL ROD
 JO0432_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0432_STAMPING: L 378 1984
 JO0432_MARK LOGO: NGS
 JO0432_PROJECTION: FLUSH
 JO0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0432_ROD/PIPE-DEPTH: 3.2 meters
 JO0432
 JO0432  HISTORY     - Date     Condition        Report By
 JO0432  HISTORY     - 1984     MONUMENTED       NGS
 JO0432
 JO0432                          STATION DESCRIPTION
 JO0432
 JO0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0432'59.0 KM (36.8 MI) WEST FROM MILFORD.
 JO0432'59.0 KM (36.85 MI) WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 JO0432'STATE HIGHWAY 257 AT MILFORD, 0.25 KM (0.15 MI) SOUTHEAST OF MILEPOST
 JO0432'40, 0.6 KM (0.4 MI) NORTHWEST OF THE NORTHWEST END OF SOLS KNOLL,
 JO0432'37.5 METERS (123 FT) NORTHEAST OF THE HIGHWAY CENTERLINE.
 JO0432'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 JO0432'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0645 ***********************************************************************
 MS0645  DESIGNATION -  L 378 BE CO
 MS0645  PID         -  MS0645
 MS0645  STATE/COUNTY-  UT/BOX ELDER
 MS0645  COUNTRY     -  US
 MS0645  USGS QUAD   -  WARM SPRING HILLS (2017)
 MS0645
 MS0645                         *CURRENT SURVEY CONTROL
 MS0645  ______________________________________________________________________
 MS0645* NAD 83(1986) POSITION- 41 43 30.     (N) 113 31 31.     (W)   SCALED
 MS0645* NAVD 88 ORTHO HEIGHT -  1611.591 (meters)     5287.36  (feet) ADJUSTED
 MS0645  ______________________________________________________________________
 MS0645  GEOID HEIGHT    -        -15.486 (meters)                     GEOID18
 MS0645  DYNAMIC HEIGHT  -       1610.405 (meters)     5283.47  (feet) COMP
 MS0645  MODELED GRAVITY -    979,830.0   (mgal)                       NAVD 88
 MS0645
 MS0645  VERT ORDER      -  FIRST     CLASS II
 MS0645
 MS0645.The horizontal coordinates were scaled from a map and have
 MS0645.an estimated accuracy of +/- 6 seconds.
 MS0645
 MS0645.The orthometric height was determined by differential leveling and
 MS0645.adjusted by the NATIONAL GEODETIC SURVEY
 MS0645.in June 1991.
 MS0645
 MS0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0645.GEOID18 height accuracy estimate available here.
 MS0645
 MS0645.Click photographs - Photos may exist for this station.
 MS0645
 MS0645.The dynamic height is computed by dividing the NAVD 88
 MS0645.geopotential number by the normal gravity value computed on the
 MS0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0645.degrees latitude (g = 980.6199 gals.).
 MS0645
 MS0645.The modeled gravity was interpolated from observed gravity values.
 MS0645
 MS0645;                    North         East    Units  Estimated Accuracy
 MS0645;SPC UT N     - 1,156,510.      331,500.      MT  (+/- 180 meters Scaled)
 MS0645
 MS0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM899223(NAD 83)
 MS0645
 MS0645                          SUPERSEDED SURVEY CONTROL
 MS0645
 MS0645.No superseded survey control is available for this station.
 MS0645
 MS0645_MARKER: I = METAL ROD
 MS0645_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0645_STAMPING: L 378 1984
 MS0645_MARK LOGO: NGS
 MS0645_PROJECTION: FLUSH
 MS0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0645_ROD/PIPE-DEPTH: 3.3 meters
 MS0645
 MS0645  HISTORY     - Date     Condition        Report By
 MS0645  HISTORY     - 1984     MONUMENTED       NGS
 MS0645
 MS0645                          STATION DESCRIPTION
 MS0645
 MS0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0645'23.0 KM (14.3 MI) SW FROM PARK VALLEY.
 MS0645'22.96 KM (14.27 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0645'AT PARK VALLEY, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A TRACK
 MS0645'ROAD LEADING WEST, ON THE SOUTH SLOPE OF A SMALL HILL, 0.53 KM
 MS0645'(0.33 MI) SOUTH OF A GRAVEL PIT, 0.74 KM (0.46 MI) NORTH OF MILEPOST
 MS0645'41, 30.2 METERS (99 FT) WEST OF THE HIGHWAY CENTERLINE, 2.4 METERS
 MS0645'(8 FT) SOUTH OF THE SOUTH GATE POST FOR A WIRE GATE, 3.5 METERS
 MS0645'(11.5 FT) NORTHWEST OF AN 8-INCH JUNIPER AND 0.6 METER (2 FT) EAST OF
 MS0645'THE RIGHT OF WAY FENCE.
 MS0645'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 MS0645'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0474 ***********************************************************************
 LN0474  DESIGNATION -  L 379
 LN0474  PID         -  LN0474
 LN0474  STATE/COUNTY-  UT/UINTAH
 LN0474  COUNTRY     -  US
 LN0474  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0474
 LN0474                         *CURRENT SURVEY CONTROL
 LN0474  ______________________________________________________________________
 LN0474* NAD 83(1986) POSITION- 40 43 30.     (N) 109 28 07.     (W)   SCALED
 LN0474* NAVD 88 ORTHO HEIGHT -  2547.456 (meters)     8357.78  (feet) ADJUSTED
 LN0474  ______________________________________________________________________
 LN0474  GEOID HEIGHT    -        -14.082 (meters)                     GEOID18
 LN0474  DYNAMIC HEIGHT  -       2544.883 (meters)     8349.34  (feet) COMP
 LN0474  MODELED GRAVITY -    979,521.6   (mgal)                       NAVD 88
 LN0474
 LN0474  VERT ORDER      -  FIRST     CLASS II
 LN0474
 LN0474.The horizontal coordinates were scaled from a map and have
 LN0474.an estimated accuracy of +/- 6 seconds.
 LN0474
 LN0474.The orthometric height was determined by differential leveling and
 LN0474.adjusted by the NATIONAL GEODETIC SURVEY
 LN0474.in June 1991.
 LN0474
 LN0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0474.GEOID18 height accuracy estimate available here.
 LN0474
 LN0474.Click photographs - Photos may exist for this station.
 LN0474
 LN0474.The dynamic height is computed by dividing the NAVD 88
 LN0474.geopotential number by the normal gravity value computed on the
 LN0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0474.degrees latitude (g = 980.6199 gals.).
 LN0474
 LN0474.The modeled gravity was interpolated from observed gravity values.
 LN0474
 LN0474;                    North         East    Units  Estimated Accuracy
 LN0474;SPC UT C     - 2,267,480.      671,610.      MT  (+/- 180 meters Scaled)
 LN0474
 LN0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL293093(NAD 83)
 LN0474
 LN0474                          SUPERSEDED SURVEY CONTROL
 LN0474
 LN0474.No superseded survey control is available for this station.
 LN0474
 LN0474_MARKER: I = METAL ROD
 LN0474_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0474+WITH SETTING: INFORMATION.
 LN0474_STAMPING: L 379 1984
 LN0474_MARK LOGO: NGS
 LN0474_PROJECTION: FLUSH
 LN0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0474_ROD/PIPE-DEPTH: 2.8 meters
 LN0474
 LN0474  HISTORY     - Date     Condition        Report By
 LN0474  HISTORY     - 1984     MONUMENTED       NGS
 LN0474
 LN0474                          STATION DESCRIPTION
 LN0474
 LN0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0474'38.7 KM (24.05 MI) NORT FROM VERNAL.
 LN0474'38.7 KM (24.05 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0474'WITH U.S. HIGHWAY 40 IN VERNAL, 27.4 M (89.9 FT) NORTH OF THE CENTER
 LN0474'OF A CATTLE GUARD AND DIAMOND MOUNTAIN ROAD, 22.4 M (73.5 FT) EAST OF
 LN0474'THE CENTERLINE OF THE HIGHWAY, 12.8 M (42.0 FT) SOUTHEAST OF MILEPOST
 LN0474'225, AND 1.6 M (5.2 FT) SOUTH OF A FENCE CORNER.  NOTE=REFUSAL WAS
 LN0474'REACHED AT 9.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 LN0474'CAP.
 LN0474'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 LN0474'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0452 ***********************************************************************
 HM0452  DESIGNATION -  L 379
 HM0452  PID         -  HM0452
 HM0452  STATE/COUNTY-  UT/SAN JUAN
 HM0452  COUNTRY     -  US
 HM0452  USGS QUAD   -  WICKIUP CANYON (2017)
 HM0452
 HM0452                         *CURRENT SURVEY CONTROL
 HM0452  ______________________________________________________________________
 HM0452* NAD 83(1986) POSITION- 37 18 49.     (N) 109 03 51.     (W)   SCALED
 HM0452* NAVD 88 ORTHO HEIGHT -  1511.181 (meters)     4957.93  (feet) ADJUSTED
 HM0452  ______________________________________________________________________
 HM0452  GEOID HEIGHT    -        -20.522 (meters)                     GEOID18
 HM0452  DYNAMIC HEIGHT  -       1509.457 (meters)     4952.28  (feet) COMP
 HM0452  MODELED GRAVITY -    979,437.1   (mgal)                       NAVD 88
 HM0452
 HM0452  VERT ORDER      -  FIRST     CLASS II
 HM0452
 HM0452.The horizontal coordinates were scaled from a map and have
 HM0452.an estimated accuracy of +/- 6 seconds.
 HM0452
 HM0452.The orthometric height was determined by differential leveling and
 HM0452.adjusted by the NATIONAL GEODETIC SURVEY
 HM0452.in June 1991.
 HM0452
 HM0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0452.GEOID18 height accuracy estimate available here.
 HM0452
 HM0452.Click photographs - Photos may exist for this station.
 HM0452
 HM0452.The dynamic height is computed by dividing the NAVD 88
 HM0452.geopotential number by the normal gravity value computed on the
 HM0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0452.degrees latitude (g = 980.6199 gals.).
 HM0452
 HM0452.The modeled gravity was interpolated from observed gravity values.
 HM0452
 HM0452;                    North         East    Units  Estimated Accuracy
 HM0452;SPC UT S     - 3,074,610.      715,900.      MT  (+/- 180 meters Scaled)
 HM0452
 HM0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG715314(NAD 83)
 HM0452
 HM0452                          SUPERSEDED SURVEY CONTROL
 HM0452
 HM0452.No superseded survey control is available for this station.
 HM0452
 HM0452_MARKER: I = METAL ROD
 HM0452_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HM0452_STAMPING: L 379 1984
 HM0452_MARK LOGO: NGS
 HM0452_PROJECTION: FLUSH
 HM0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0452_ROD/PIPE-DEPTH: 3.4 meters
 HM0452
 HM0452  HISTORY     - Date     Condition        Report By
 HM0452  HISTORY     - 1984     MONUMENTED       NGS
 HM0452
 HM0452                          STATION DESCRIPTION
 HM0452
 HM0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0452'48.5 KM (30.15 MI) WEST FROM CORTEZ CO.
 HM0452'4.1 KM (2.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 160 FROM ITS WEST
 HM0452'JUNCTION WITH U.S. HIGHWAY 666 IN CORTEZ, THENCE 44.4 KM (27.6 MI)
 HM0452'WESTERLY ALONG A PAVED (TURNING TO GRAVEL) ROAD, 3.1 KM (1.95 MI) WEST
 HM0452'OF THE ISMAY TRADING POST, 21.5 METERS (70.5 FT) NORTH OF THE CENTER
 HM0452'OF THE ROAD, AND 14.0 METERS (45.9 FT) NORTHEAST OF THE CENTER OF A
 HM0452'GRAVELED ROAD LEADING NORTHWEST TO A WINDMILL AND WATER TANK.
 HM0452'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HM0452'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 HM0452'THE MARK IS 0.9 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0595 ***********************************************************************
 MS0595  DESIGNATION -  L 380
 MS0595  PID         -  MS0595
 MS0595  STATE/COUNTY-  UT/BOX ELDER
 MS0595  COUNTRY     -  US
 MS0595  USGS QUAD   -  LAKE RIDGE (2017)
 MS0595
 MS0595                         *CURRENT SURVEY CONTROL
 MS0595  ______________________________________________________________________
 MS0595* NAD 83(1986) POSITION- 41 41 52.1    (N) 112 41 27.2    (W)   HD_HELD2
 MS0595* NAVD 88 ORTHO HEIGHT -  1337.960 (meters)     4389.62  (feet) ADJUSTED
 MS0595  ______________________________________________________________________
 MS0595  GEOID HEIGHT    -        -15.643 (meters)                     GEOID18
 MS0595  DYNAMIC HEIGHT  -       1337.066 (meters)     4386.69  (feet) COMP
 MS0595  MODELED GRAVITY -    979,908.2   (mgal)                       NAVD 88
 MS0595
 MS0595  VERT ORDER      -  FIRST     CLASS II
 MS0595
 MS0595.The horizontal coordinates were established by autonomous hand held GPS
 MS0595.observations and have an estimated accuracy of +/- 10 meters.
 MS0595
 MS0595.The orthometric height was determined by differential leveling and
 MS0595.adjusted by the NATIONAL GEODETIC SURVEY
 MS0595.in June 1991.
 MS0595
 MS0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0595.GEOID18 height accuracy estimate available here.
 MS0595
 MS0595.Click photographs - Photos may exist for this station.
 MS0595
 MS0595.The dynamic height is computed by dividing the NAVD 88
 MS0595.geopotential number by the normal gravity value computed on the
 MS0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0595.degrees latitude (g = 980.6199 gals.).
 MS0595
 MS0595.The modeled gravity was interpolated from observed gravity values.
 MS0595
 MS0595;                    North         East    Units  Estimated Accuracy
 MS0595;SPC UT N     - 1,152,208.      400,873.      MT  (+/- 10 meters HH2 GPS)
 MS0595
 MS0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM5930117606(NAD 83)
 MS0595
 MS0595                          SUPERSEDED SURVEY CONTROL
 MS0595
 MS0595.No superseded survey control is available for this station.
 MS0595
 MS0595_MARKER: I = METAL ROD
 MS0595_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0595_STAMPING: L 380 1984
 MS0595_MARK LOGO: NGS
 MS0595_PROJECTION: FLUSH
 MS0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0595_ROD/PIPE-DEPTH: 7.9 meters
 MS0595
 MS0595  HISTORY     - Date     Condition        Report By
 MS0595  HISTORY     - 1984     MONUMENTED       NGS
 MS0595
 MS0595                          STATION DESCRIPTION
 MS0595
 MS0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0595'17.5 KM (10.9 MI) NW FROM PROMONTORY.
 MS0595'1.58 KM (0.98 MI) NORTH ALONG A PAVED ROAD FROM THE GOLDEN SPIKE
 MS0595'MONUMENT IN PROMONTORY, THENCE 15.97 KM (9.93 MI) WEST ALONG A GRAVEL
 MS0595'ROAD, AT THE SOUTH EDGE OF A LARGE GROUP OF SAGEBRUSH, ON THE NORTH
 MS0595'SLOPE OF A HILL, 0.79 KM (0.49 MI) SOUTHEAST OF THE T JUNCTION OF A
 MS0595'ROAD LEADING SOUTHWEST TO THE OLD CENTRAL PACIFIC RAILROAD BED,
 MS0595'20.4 METERS (67 FT) NORTHEAST OF THE CENTER OF THE ROAD AND ABOUT
 MS0595'45.7 METERS (150 FT) NORTHWEST OF THE CREST OF THE HILL.
 MS0595'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 MS0595'THE MARK IS 0.5 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0676 ***********************************************************************
 MS0676  DESIGNATION -  L 381
 MS0676  PID         -  MS0676
 MS0676  STATE/COUNTY-  UT/BOX ELDER
 MS0676  COUNTRY     -  US
 MS0676  USGS QUAD   -  LUCIN NW (2017)
 MS0676
 MS0676                         *CURRENT SURVEY CONTROL
 MS0676  ______________________________________________________________________
 MS0676* NAD 83(1986) POSITION- 41 24 00.58   (N) 113 53 35.81   (W)   HD_HELD1
 MS0676* NAVD 88 ORTHO HEIGHT -  1417.370 (meters)     4650.15  (feet) ADJUSTED
 MS0676  ______________________________________________________________________
 MS0676  GEOID HEIGHT    -        -16.644 (meters)                     GEOID18
 MS0676  DYNAMIC HEIGHT  -       1416.358 (meters)     4646.83  (feet) COMP
 MS0676  MODELED GRAVITY -    979,859.9   (mgal)                       NAVD 88
 MS0676
 MS0676  VERT ORDER      -  FIRST     CLASS II
 MS0676
 MS0676.The horizontal coordinates were determined by differentially corrected
 MS0676.hand held GPS observations or other comparable positioning techniques
 MS0676.and have an estimated accuracy of +/- 3 meters.
 MS0676
 MS0676.The orthometric height was determined by differential leveling and
 MS0676.adjusted by the NATIONAL GEODETIC SURVEY
 MS0676.in June 1991.
 MS0676
 MS0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0676.GEOID18 height accuracy estimate available here.
 MS0676
 MS0676.Click photographs - Photos may exist for this station.
 MS0676
 MS0676.The dynamic height is computed by dividing the NAVD 88
 MS0676.geopotential number by the normal gravity value computed on the
 MS0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0676.degrees latitude (g = 980.6199 gals.).
 MS0676
 MS0676.The modeled gravity was interpolated from observed gravity values.
 MS0676
 MS0676;                    North         East    Units  Estimated Accuracy
 MS0676;SPC UT N     - 1,121,227.6     299,896.9     MT  (+/- 3 meters HH1 GPS) 
 MS0676
 MS0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL5813587220(NAD 83)
 MS0676
 MS0676                          SUPERSEDED SURVEY CONTROL
 MS0676
 MS0676.No superseded survey control is available for this station.
 MS0676
 MS0676_MARKER: F = FLANGE-ENCASED ROD
 MS0676_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0676+WITH SETTING: INFORMATION.
 MS0676_STAMPING: L 381 1984
 MS0676_MARK LOGO: NGS
 MS0676_PROJECTION: FLUSH
 MS0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0676+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2024
 MS0676_ROD/PIPE-DEPTH: 2.4 meters
 MS0676
 MS0676  HISTORY     - Date     Condition        Report By
 MS0676  HISTORY     - 1984     MONUMENTED       NGS
 MS0676  HISTORY     - 20241015 GOOD             LOCSUR
 MS0676
 MS0676                          STATION DESCRIPTION
 MS0676
 MS0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0676'78.0 KM (48.5 MI) SW FROM PARK VALLEY.
 MS0676'75.62 KM (47.0 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MS0676'PARK VALLEY, THENCE 2.35 KM (1.46 MI) SOUTH ALONG A DIRT ROAD, IN THE
 MS0676'NORTHWEST CORNER OF THE INTERSECTION OF A TRACK ROAD, 14.9 METERS
 MS0676'(49 FT) WEST OF THE CENTER OF THE DIRT ROAD, 32.3 METERS (106 FT)
 MS0676'SOUTH OF A POWER POLE, 9.8 METERS (32 FT) NORTH OF THE NORTH GATE POST
 MS0676'FOR A WIRE GATE AND 0.7 METER (2.5 FT) EAST OF A FENCE.
 MS0676'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 MS0676'THE MARK IS 0.3 M ABOVE THE ROAD.
 MS0676
 MS0676                          STATION RECOVERY (2024)
 MS0676
 MS0676'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2024 (TPF)
 MS0676'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0489 ***********************************************************************
 LN0489  DESIGNATION -  L 383
 LN0489  PID         -  LN0489
 LN0489  STATE/COUNTY-  UT/UINTAH
 LN0489  COUNTRY     -  US
 LN0489  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0489
 LN0489                         *CURRENT SURVEY CONTROL
 LN0489  ______________________________________________________________________
 LN0489* NAD 83(1986) POSITION- 40 37 57.     (N) 109 28 32.     (W)   SCALED
 LN0489* NAVD 88 ORTHO HEIGHT -  2075.796 (meters)     6810.34  (feet) ADJUSTED
 LN0489  ______________________________________________________________________
 LN0489  GEOID HEIGHT    -        -14.957 (meters)                     GEOID18
 LN0489  DYNAMIC HEIGHT  -       2073.823 (meters)     6803.87  (feet) COMP
 LN0489  MODELED GRAVITY -    979,599.7   (mgal)                       NAVD 88
 LN0489
 LN0489  VERT ORDER      -  FIRST     CLASS II
 LN0489
 LN0489.The horizontal coordinates were scaled from a map and have
 LN0489.an estimated accuracy of +/- 6 seconds.
 LN0489
 LN0489.The orthometric height was determined by differential leveling and
 LN0489.adjusted by the NATIONAL GEODETIC SURVEY
 LN0489.in June 1991.
 LN0489
 LN0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0489.GEOID18 height accuracy estimate available here.
 LN0489
 LN0489.Click photographs - Photos may exist for this station.
 LN0489
 LN0489.The dynamic height is computed by dividing the NAVD 88
 LN0489.geopotential number by the normal gravity value computed on the
 LN0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0489.degrees latitude (g = 980.6199 gals.).
 LN0489
 LN0489.The modeled gravity was interpolated from observed gravity values.
 LN0489
 LN0489;                    North         East    Units  Estimated Accuracy
 LN0489;SPC UT C     - 2,257,200.      671,250.      MT  (+/- 180 meters Scaled)
 LN0489
 LN0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK289990(NAD 83)
 LN0489
 LN0489                          SUPERSEDED SURVEY CONTROL
 LN0489
 LN0489.No superseded survey control is available for this station.
 LN0489
 LN0489_MARKER: DV = VERTICAL CONTROL DISK
 LN0489_SETTING: 66 = SET IN ROCK OUTCROP
 LN0489_STAMPING: L 383 1984
 LN0489_MARK LOGO: NGS
 LN0489_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0489+STABILITY: POSITION/ELEVATION WELL
 LN0489
 LN0489  HISTORY     - Date     Condition        Report By
 LN0489  HISTORY     - 1984     MONUMENTED       NGS
 LN0489
 LN0489                          STATION DESCRIPTION
 LN0489
 LN0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0489'24.9 KM (15.45 MI) NORT FROM VERNAL.
 LN0489'24.9 KM (15.45 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0489'WITH U.S. HIGHWAY 40 IN VERNAL, 0.5 KM (0.3 MI) NORTHERLY OF MILEPOST
 LN0489'216, IN THE CENTER OF A 3 BY 8 FOOT EXPOSED AREA OF BEDROCK ON TOP OF
 LN0489'A SMALL HIGHWAY CUT, 13.0 M (42.7 FT) WEST OF THE EAST END OF THE CUT,
 LN0489'AND 11.0 M (36.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 LN0489'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LN0489'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0430 ***********************************************************************
 LN0430  DESIGNATION -  L 385
 LN0430  PID         -  LN0430
 LN0430  STATE/COUNTY-  UT/DAGGETT
 LN0430  COUNTRY     -  US
 LN0430  USGS QUAD   -  MANILA (2017)
 LN0430
 LN0430                         *CURRENT SURVEY CONTROL
 LN0430  ______________________________________________________________________
 LN0430* NAD 83(1986) POSITION- 40 55 25.     (N) 109 42 32.     (W)   SCALED
 LN0430* NAVD 88 ORTHO HEIGHT -  1868.746 (meters)     6131.04  (feet) ADJUSTED
 LN0430  ______________________________________________________________________
 LN0430  GEOID HEIGHT    -        -13.624 (meters)                     GEOID18
 LN0430  DYNAMIC HEIGHT  -       1867.110 (meters)     6125.68  (feet) COMP
 LN0430  MODELED GRAVITY -    979,682.1   (mgal)                       NAVD 88
 LN0430
 LN0430  VERT ORDER      -  FIRST     CLASS II
 LN0430
 LN0430.The horizontal coordinates were scaled from a map and have
 LN0430.an estimated accuracy of +/- 6 seconds.
 LN0430
 LN0430.The orthometric height was determined by differential leveling and
 LN0430.adjusted by the NATIONAL GEODETIC SURVEY
 LN0430.in June 1991.
 LN0430
 LN0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0430.GEOID18 height accuracy estimate available here.
 LN0430
 LN0430.Click photographs - Photos may exist for this station.
 LN0430
 LN0430.The dynamic height is computed by dividing the NAVD 88
 LN0430.geopotential number by the normal gravity value computed on the
 LN0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0430.degrees latitude (g = 980.6199 gals.).
 LN0430
 LN0430.The modeled gravity was interpolated from observed gravity values.
 LN0430
 LN0430;                    North         East    Units  Estimated Accuracy
 LN0430;SPC UT N     - 1,067,100.      650,860.      MT  (+/- 180 meters Scaled)
 LN0430
 LN0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL087310(NAD 83)
 LN0430
 LN0430                          SUPERSEDED SURVEY CONTROL
 LN0430
 LN0430.No superseded survey control is available for this station.
 LN0430
 LN0430_MARKER: I = METAL ROD
 LN0430_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0430+WITH SETTING: INFORMATION.
 LN0430_STAMPING: L 385 1984
 LN0430_MARK LOGO: NGS
 LN0430_PROJECTION: FLUSH
 LN0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0430_ROD/PIPE-DEPTH: 1.8 meters
 LN0430
 LN0430  HISTORY     - Date     Condition        Report By
 LN0430  HISTORY     - 1984     MONUMENTED       NGS
 LN0430
 LN0430                          STATION DESCRIPTION
 LN0430
 LN0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0430'10.6 KM (6.6 MI) SOUTH FROM MANILA.
 LN0430'10.6 KM (6.6 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0430'WITH STATE HIGHWAY 43 IN MANILA, AT A CAMPGROUND, 0.3 KM (0.2 MI)
 LN0430'NORTHWEST OF MILEPOST 21, 40.0 M (131.2 FT) NORTHEAST OF THE
 LN0430'CENTERLINE OF THE HIGHWAY, 8.5 M (27.9 FT) NORTHWEST OF THE CENTER OF
 LN0430'A DIRT ROAD, 4.0 M (13.1 FT) EAST OF THE CENTER OF A DIRT ROAD, AND
 LN0430'1.0 M (3.3 FT) NORTHWEST OF A SIGN.  NOTE=REFUSAL WAS REACHED AT 6.0
 LN0430'FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LN0430'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LN0430'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0451 ***********************************************************************
 LN0451  DESIGNATION -  L 386
 LN0451  PID         -  LN0451
 LN0451  STATE/COUNTY-  UT/DAGGETT
 LN0451  COUNTRY     -  US
 LN0451  USGS QUAD   -  EAST PARK RESERVOIR (2017)
 LN0451
 LN0451                         *CURRENT SURVEY CONTROL
 LN0451  ______________________________________________________________________
 LN0451* NAD 83(1986) POSITION- 40 51 07.     (N) 109 36 41.     (W)   SCALED
 LN0451* NAVD 88 ORTHO HEIGHT -  2377.237 (meters)     7799.32  (feet) ADJUSTED
 LN0451  ______________________________________________________________________
 LN0451  GEOID HEIGHT    -        -13.511 (meters)                     GEOID18
 LN0451  DYNAMIC HEIGHT  -       2374.962 (meters)     7791.85  (feet) COMP
 LN0451  MODELED GRAVITY -    979,580.6   (mgal)                       NAVD 88
 LN0451
 LN0451  VERT ORDER      -  FIRST     CLASS II
 LN0451
 LN0451.The horizontal coordinates were scaled from a map and have
 LN0451.an estimated accuracy of +/- 6 seconds.
 LN0451
 LN0451.The orthometric height was determined by differential leveling and
 LN0451.adjusted by the NATIONAL GEODETIC SURVEY
 LN0451.in June 1991.
 LN0451
 LN0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0451.GEOID18 height accuracy estimate available here.
 LN0451
 LN0451.Click photographs - Photos may exist for this station.
 LN0451
 LN0451.The dynamic height is computed by dividing the NAVD 88
 LN0451.geopotential number by the normal gravity value computed on the
 LN0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0451.degrees latitude (g = 980.6199 gals.).
 LN0451
 LN0451.The modeled gravity was interpolated from observed gravity values.
 LN0451
 LN0451;                    North         East    Units  Estimated Accuracy
 LN0451;SPC UT N     - 1,059,320.      659,240.      MT  (+/- 180 meters Scaled)
 LN0451
 LN0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL170232(NAD 83)
 LN0451
 LN0451                          SUPERSEDED SURVEY CONTROL
 LN0451
 LN0451.No superseded survey control is available for this station.
 LN0451
 LN0451_MARKER: DV = VERTICAL CONTROL DISK
 LN0451_SETTING: 66 = SET IN ROCK OUTCROP
 LN0451_STAMPING: L 386 1984
 LN0451_MARK LOGO: NGS
 LN0451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0451+STABILITY: POSITION/ELEVATION WELL
 LN0451
 LN0451  HISTORY     - Date     Condition        Report By
 LN0451  HISTORY     - 1984     MONUMENTED       NGS
 LN0451
 LN0451                          STATION DESCRIPTION
 LN0451
 LN0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0451'32.8 KM (20.35 MI) SOUT FROM MANILA.
 LN0451'32.8 KM (20.35 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0451'IN MANILA, SET IN THE EASTERN 1/4 OF A 6 BY 20 FOOT EXPOSED AREA OF
 LN0451'OUTCROPPING BEDROCK, 0.5 KM (0.3 MI) WEST OF MILEPOST 7, 0.3 KM
 LN0451'(0.2 MI) WEST OF Y CREEK, AND 11.4 M (37.4 FT) SOUTH OF THE CENTERLINE
 LN0451'OF THE HIGHWAY.
 LN0451'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LN0451'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0046 ***********************************************************************
 KN0046  DESIGNATION -  L 39
 KN0046  PID         -  KN0046
 KN0046  STATE/COUNTY-  UT/EMERY
 KN0046  COUNTRY     -  US
 KN0046  USGS QUAD   -  MEXICAN MOUNTAIN (2017)
 KN0046
 KN0046                         *CURRENT SURVEY CONTROL
 KN0046  ______________________________________________________________________
 KN0046* NAD 83(1986) POSITION- 39 06 35.     (N) 110 27 06.     (W)   SCALED
 KN0046* NAVD 88 ORTHO HEIGHT -  1547.171 (meters)     5076.01  (feet) ADJUSTED
 KN0046  ______________________________________________________________________
 KN0046  GEOID HEIGHT    -        -19.032 (meters)                     GEOID18
 KN0046  DYNAMIC HEIGHT  -       1545.628 (meters)     5070.95  (feet) COMP
 KN0046  MODELED GRAVITY -    979,576.7   (mgal)                       NAVD 88
 KN0046
 KN0046  VERT ORDER      -  SECOND    CLASS 0
 KN0046
 KN0046.The horizontal coordinates were scaled from a map and have
 KN0046.an estimated accuracy of +/- 6 seconds.
 KN0046
 KN0046.The orthometric height was determined by differential leveling and
 KN0046.adjusted by the NATIONAL GEODETIC SURVEY
 KN0046.in June 1991.
 KN0046
 KN0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0046.GEOID18 height accuracy estimate available here.
 KN0046
 KN0046.Click photographs - Photos may exist for this station.
 KN0046
 KN0046.The dynamic height is computed by dividing the NAVD 88
 KN0046.geopotential number by the normal gravity value computed on the
 KN0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0046.degrees latitude (g = 980.6199 gals.).
 KN0046
 KN0046.The modeled gravity was interpolated from observed gravity values.
 KN0046
 KN0046;                    North         East    Units  Estimated Accuracy
 KN0046;SPC UT C     - 2,086,730.      590,670.      MT  (+/- 180 meters Scaled)
 KN0046
 KN0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ474290(NAD 83)
 KN0046
 KN0046                          SUPERSEDED SURVEY CONTROL
 KN0046
 KN0046  NGVD 29 (??/??/92) 1546.115  (m)         5072.55   (f) ADJ UNCH    2 0
 KN0046
 KN0046.Superseded values are not recommended for survey control.
 KN0046
 KN0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0046.See file dsdata.pdf to determine how the superseded data were derived.
 KN0046
 KN0046_MARKER: DB = BENCH MARK DISK
 KN0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0046_STAMPING: L 39 1934
 KN0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0046+STABILITY: SURFACE MOTION
 KN0046
 KN0046  HISTORY     - Date     Condition        Report By
 KN0046  HISTORY     - 1934     MONUMENTED       CGS
 KN0046
 KN0046                          STATION DESCRIPTION
 KN0046
 KN0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0046'22.5 MI W FROM GREEN RIVER.
 KN0046'ABOUT 22.5 MILES WEST OF GREEN RIVER, EMERY COUNTY, ALONG THE TRAIL TO
 KN0046'CASTLE DALE FROM U.S. HIGHWAY 50, ABOUT 3 MILES NORTHWEST ALONG THE
 KN0046'OLD RAILROAD GRADE FROM COTTONWOOD GULCH, 28 FEET SOUTH OF AN OLD
 KN0046'BRIDGE, AND 50 FEET WEST OF THE CENTER LINE OF THE OLD GRADE.  A
 KN0046'STANDARD DISK, STAMPED L 39 1934 AND SET IN THE TOP OF A CONCRETE
 KN0046'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0194 ***********************************************************************
 KO0194  DESIGNATION -  L 4
 KO0194  PID         -  KO0194
 KO0194  STATE/COUNTY-  UT/MILLARD
 KO0194  COUNTRY     -  US
 KO0194  USGS QUAD   -  CLEAR LAKE (2017)
 KO0194
 KO0194                         *CURRENT SURVEY CONTROL
 KO0194  ______________________________________________________________________
 KO0194* NAD 83(1986) POSITION- 39 07 11.     (N) 112 44 17.     (W)   SCALED
 KO0194* NAVD 88 ORTHO HEIGHT -  1396.814 (meters)     4582.71  (feet) ADJUSTED
 KO0194  ______________________________________________________________________
 KO0194  GEOID HEIGHT    -        -20.039 (meters)                     GEOID18
 KO0194  DYNAMIC HEIGHT  -       1395.492 (meters)     4578.38  (feet) COMP
 KO0194  MODELED GRAVITY -    979,633.1   (mgal)                       NAVD 88
 KO0194
 KO0194  VERT ORDER      -  FIRST     CLASS I
 KO0194
 KO0194.The horizontal coordinates were scaled from a map and have
 KO0194.an estimated accuracy of +/- 6 seconds.
 KO0194
 KO0194.The orthometric height was determined by differential leveling and
 KO0194.adjusted by the NATIONAL GEODETIC SURVEY
 KO0194.in June 1991.
 KO0194
 KO0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0194.GEOID18 height accuracy estimate available here.
 KO0194
 KO0194.Click photographs - Photos may exist for this station.
 KO0194
 KO0194.The dynamic height is computed by dividing the NAVD 88
 KO0194.geopotential number by the normal gravity value computed on the
 KO0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0194.degrees latitude (g = 980.6199 gals.).
 KO0194
 KO0194.The modeled gravity was interpolated from observed gravity values.
 KO0194
 KO0194;                    North         East    Units  Estimated Accuracy
 KO0194;SPC UT C     - 2,088,050.      392,940.      MT  (+/- 180 meters Scaled)
 KO0194
 KO0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ497315(NAD 83)
 KO0194
 KO0194                          SUPERSEDED SURVEY CONTROL
 KO0194
 KO0194  NGVD 29 (??/??/92) 1395.740  (m)         4579.19   (f) ADJ UNCH    1 1
 KO0194
 KO0194.Superseded values are not recommended for survey control.
 KO0194
 KO0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0194.See file dsdata.pdf to determine how the superseded data were derived.
 KO0194
 KO0194_MARKER: P = PIPE CAP
 KO0194_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0194_STAMPING: ELEV.4579.190 FT.
 KO0194_MARK LOGO: CGS
 KO0194_PROJECTION: PROJECTING
 KO0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0194
 KO0194  HISTORY     - Date     Condition        Report By
 KO0194  HISTORY     - 1908     MONUMENTED       CGS
 KO0194  HISTORY     - 1970     GOOD             NGS
 KO0194
 KO0194                          STATION DESCRIPTION
 KO0194
 KO0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0194'18.4 MI SW FROM DELTA.
 KO0194'18.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0194'AT DELTA, AT CLEAR LAKE SIDING, 1 1/2 POLES NORTHEAST OF THE CROSSING
 KO0194'OF A GRAVELED ROAD, 93.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 76.0
 KO0194'FEET NORTHWEST OF CLEAR LAKE SIGN POST, 30 FEET NORTHEAST OF MILEPOLE
 KO0194'631, 1.3 FEET SOUTHWEST OF A WITNESS POST, ABOUT 4 1/2 FEET LOWER THAN
 KO0194'THE TRACK, AND SCREWED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 KO0194'0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0243 ***********************************************************************
 KN0243  DESIGNATION -  L 40
 KN0243  PID         -  KN0243
 KN0243  STATE/COUNTY-  UT/EMERY
 KN0243  COUNTRY     -  US
 KN0243  USGS QUAD   -  CASTLE DALE (2017)
 KN0243
 KN0243                         *CURRENT SURVEY CONTROL
 KN0243  ______________________________________________________________________
 KN0243* NAD 83(1986) POSITION- 39 09 40.     (N) 111 04 16.     (W)   SCALED
 KN0243* NAVD 88 ORTHO HEIGHT -  1750.024 (meters)     5741.54  (feet) ADJUSTED
 KN0243  ______________________________________________________________________
 KN0243  GEOID HEIGHT    -        -17.397 (meters)                     GEOID18
 KN0243  DYNAMIC HEIGHT  -       1748.244 (meters)     5735.70  (feet) COMP
 KN0243  MODELED GRAVITY -    979,548.1   (mgal)                       NAVD 88
 KN0243
 KN0243  VERT ORDER      -  SECOND    CLASS 0
 KN0243
 KN0243.The horizontal coordinates were scaled from a map and have
 KN0243.an estimated accuracy of +/- 6 seconds.
 KN0243
 KN0243.The orthometric height was determined by differential leveling and
 KN0243.adjusted by the NATIONAL GEODETIC SURVEY
 KN0243.in June 1991.
 KN0243
 KN0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0243.GEOID18 height accuracy estimate available here.
 KN0243
 KN0243.Click photographs - Photos may exist for this station.
 KN0243
 KN0243.The dynamic height is computed by dividing the NAVD 88
 KN0243.geopotential number by the normal gravity value computed on the
 KN0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0243.degrees latitude (g = 980.6199 gals.).
 KN0243
 KN0243.The modeled gravity was interpolated from observed gravity values.
 KN0243
 KN0243;                    North         East    Units  Estimated Accuracy
 KN0243;SPC UT C     - 2,091,990.      537,070.      MT  (+/- 180 meters Scaled)
 KN0243
 KN0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ938346(NAD 83)
 KN0243
 KN0243                          SUPERSEDED SURVEY CONTROL
 KN0243
 KN0243  NGVD 29 (??/??/92) 1748.923  (m)         5737.92   (f) ADJ UNCH    2 0
 KN0243
 KN0243.Superseded values are not recommended for survey control.
 KN0243
 KN0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0243.See file dsdata.pdf to determine how the superseded data were derived.
 KN0243
 KN0243_MARKER: DB = BENCH MARK DISK
 KN0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0243_STAMPING: L 40 1934
 KN0243_MARK LOGO: CGS
 KN0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0243+STABILITY: SURFACE MOTION
 KN0243
 KN0243  HISTORY     - Date     Condition        Report By
 KN0243  HISTORY     - 1934     MONUMENTED       CGS
 KN0243  HISTORY     - 1976     MARK NOT FOUND   USGS
 KN0243
 KN0243                          STATION DESCRIPTION
 KN0243
 KN0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0243'2.6 MI N FROM CLAWSON.
 KN0243'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE FOUR CORNERS AT
 KN0243'CLAWSON, EMERY COUNTY, ABOUT 0.2 MILE EAST OF A HOUSE UNDER A
 KN0243'POWER-TRANSMISSION LINE, ON THE OUTSIDE OF A CURVE, ABOUT 200 FEET
 KN0243'SOUTH OF A SIDE ROAD LEADING WEST, 42 FEET WEST OF THE CENTER LINE OF
 KN0243'THE HIGHWAY, AND IN LINE WITH A FENCE.  A STANDARD DISK, STAMPED L 40
 KN0243'1934 AND SET IN THE TOP OF A CONCRETE POST.
 KN0243
 KN0243                          STATION RECOVERY (1976)
 KN0243
 KN0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KN0243'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0229 ***********************************************************************
 KN0229  DESIGNATION -  L 41
 KN0229  PID         -  KN0229
 KN0229  STATE/COUNTY-  UT/SANPETE
 KN0229  COUNTRY     -  US
 KN0229  USGS QUAD   -  JOES VALLEY RESERVOIR (2017)
 KN0229
 KN0229                         *CURRENT SURVEY CONTROL
 KN0229  ______________________________________________________________________
 KN0229* NAD 83(1986) POSITION- 39 18 16.     (N) 111 20 37.     (W)   SCALED
 KN0229* NAVD 88 ORTHO HEIGHT -  2595.514 (meters)     8515.45  (feet) ADJUSTED
 KN0229  ______________________________________________________________________
 KN0229  GEOID HEIGHT    -        -16.147 (meters)                     GEOID18
 KN0229  DYNAMIC HEIGHT  -       2592.545 (meters)     8505.71  (feet) COMP
 KN0229  MODELED GRAVITY -    979,388.1   (mgal)                       NAVD 88
 KN0229
 KN0229  VERT ORDER      -  SECOND    CLASS 0
 KN0229
 KN0229.The horizontal coordinates were scaled from a map and have
 KN0229.an estimated accuracy of +/- 6 seconds.
 KN0229
 KN0229.The orthometric height was determined by differential leveling and
 KN0229.adjusted by the NATIONAL GEODETIC SURVEY
 KN0229.in June 1991.
 KN0229
 KN0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0229.GEOID18 height accuracy estimate available here.
 KN0229
 KN0229.Click photographs - Photos may exist for this station.
 KN0229
 KN0229.The dynamic height is computed by dividing the NAVD 88
 KN0229.geopotential number by the normal gravity value computed on the
 KN0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0229.degrees latitude (g = 980.6199 gals.).
 KN0229
 KN0229.The modeled gravity was interpolated from observed gravity values.
 KN0229
 KN0229;                    North         East    Units  Estimated Accuracy
 KN0229;SPC UT C     - 2,107,820.      513,490.      MT  (+/- 180 meters Scaled)
 KN0229
 KN0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ703506(NAD 83)
 KN0229
 KN0229                          SUPERSEDED SURVEY CONTROL
 KN0229
 KN0229  NGVD 29 (??/??/92) 2594.188  (m)         8511.10   (f) ADJ UNCH    2 0
 KN0229
 KN0229.Superseded values are not recommended for survey control.
 KN0229
 KN0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0229.See file dsdata.pdf to determine how the superseded data were derived.
 KN0229
 KN0229_MARKER: DB = BENCH MARK DISK
 KN0229_SETTING: 66 = SET IN ROCK OUTCROP
 KN0229_STAMPING: L 41 1934
 KN0229_MARK LOGO: CGS
 KN0229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0229+STABILITY: POSITION/ELEVATION WELL
 KN0229
 KN0229  HISTORY     - Date     Condition        Report By
 KN0229  HISTORY     - 1934     MONUMENTED       CGS
 KN0229
 KN0229                          STATION DESCRIPTION
 KN0229
 KN0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0229'19.7 MI W FROM ORANGEVILLE.
 KN0229'ABOUT 19.7 MILES WEST ALONG STATE HIGHWAY 29 AND THE TRAIL TO EPHRAIM
 KN0229'FROM THE PUBLIC SCHOOL AT ORANGEVILLE, EMERY COUNTY, 42 FEET WEST OF
 KN0229'THE CENTER LINE OF THE TRAIL, AND IN THE TOP OF METAMORPHIC BEDROCK
 KN0229'AMONG WHITE TREES.  A STANDARD DISK, STAMPED L 41 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0173 ***********************************************************************
 KN0173  DESIGNATION -  L 42
 KN0173  PID         -  KN0173
 KN0173  STATE/COUNTY-  UT/SANPETE
 KN0173  COUNTRY     -  US
 KN0173  USGS QUAD   -  FAIRVIEW (2017)
 KN0173
 KN0173                         *CURRENT SURVEY CONTROL
 KN0173  ______________________________________________________________________
 KN0173* NAD 83(1986) POSITION- 39 44 21.     (N) 111 29 47.     (W)   SCALED
 KN0173* NAVD 88 ORTHO HEIGHT -  1904.878 (meters)     6249.59  (feet) POSTED
 KN0173  ______________________________________________________________________
 KN0173  GEOID HEIGHT    -        -16.758 (meters)                     GEOID18
 KN0173  DYNAMIC HEIGHT  -       1902.95  (meters)     6243.3   (feet) COMP
 KN0173  MODELED GRAVITY -    979,548.8   (mgal)                       NAVD 88
 KN0173
 KN0173  VERT ORDER      -  * POSTED, SEE BELOW
 KN0173
 KN0173.The horizontal coordinates were scaled from a map and have
 KN0173.an estimated accuracy of +/- 6 seconds.
 KN0173
 KN0173.The orthometric height was determined by differential leveling
 KN0173.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KN0173
 KN0173.* This is a POSTED BENCH MARK height.
 KN0173
 KN0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0173.GEOID18 height accuracy estimate available here.
 KN0173
 KN0173.Click photographs - Photos may exist for this station.
 KN0173
 KN0173.The dynamic height is computed by dividing the NAVD 88
 KN0173.geopotential number by the normal gravity value computed on the
 KN0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0173.degrees latitude (g = 980.6199 gals.).
 KN0173
 KN0173.The modeled gravity was interpolated from observed gravity values.
 KN0173
 KN0173;                    North         East    Units  Estimated Accuracy
 KN0173;SPC UT C     - 2,156,070.      500,310.      MT  (+/- 180 meters Scaled)
 KN0173
 KN0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ574989(NAD 83)
 KN0173
 KN0173                          SUPERSEDED SURVEY CONTROL
 KN0173
 KN0173  NGVD 29 (??/??/92) 1903.678  (m)         6245.65   (f) ADJ UNCH    2 0
 KN0173
 KN0173.Superseded values are not recommended for survey control.
 KN0173
 KN0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0173.See file dsdata.pdf to determine how the superseded data were derived.
 KN0173
 KN0173_MARKER: DB = BENCH MARK DISK
 KN0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0173_STAMPING: L 42 1934
 KN0173_MARK LOGO: CGS
 KN0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0173+STABILITY: SURFACE MOTION
 KN0173
 KN0173  HISTORY     - Date     Condition        Report By
 KN0173  HISTORY     - 1934     MONUMENTED       CGS
 KN0173
 KN0173                          STATION DESCRIPTION
 KN0173
 KN0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0173'11.8 MI N FROM FAIRVIEW.
 KN0173'ABOUT 11.8 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN
 KN0173'RAILROAD FROM THE STATION AT FAIRVIEW, SANPETE COUNTY, ABOUT 9 RAILS
 KN0173'NORTHEAST OF MILEPOST 20, 15 FEET WEST OF A CROSSING, AND 27 FEET
 KN0173'SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED L 42 1934 AND SET IN THE
 KN0173'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0265 ***********************************************************************
 KN0265  DESIGNATION -  L 43
 KN0265  PID         -  KN0265
 KN0265  STATE/COUNTY-  UT/SANPETE
 KN0265  COUNTRY     -  US
 KN0265  USGS QUAD   -  STERLING (2017)
 KN0265
 KN0265                         *CURRENT SURVEY CONTROL
 KN0265  ______________________________________________________________________
 KN0265* NAD 83(1986) POSITION- 39 14 02.     (N) 111 41 10.     (W)   SCALED
 KN0265* NAVD 88 ORTHO HEIGHT -  1655.832 (meters)     5432.51  (feet) ADJUSTED
 KN0265  ______________________________________________________________________
 KN0265  GEOID HEIGHT    -        -17.807 (meters)                     GEOID18
 KN0265  DYNAMIC HEIGHT  -       1654.134 (meters)     5426.94  (feet) COMP
 KN0265  MODELED GRAVITY -    979,544.5   (mgal)                       NAVD 88
 KN0265
 KN0265  VERT ORDER      -  SECOND    CLASS 0
 KN0265
 KN0265.The horizontal coordinates were scaled from a map and have
 KN0265.an estimated accuracy of +/- 6 seconds.
 KN0265
 KN0265.The orthometric height was determined by differential leveling and
 KN0265.adjusted by the NATIONAL GEODETIC SURVEY
 KN0265.in June 1991.
 KN0265
 KN0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0265.GEOID18 height accuracy estimate available here.
 KN0265
 KN0265.Click photographs - Photos may exist for this station.
 KN0265
 KN0265.The dynamic height is computed by dividing the NAVD 88
 KN0265.geopotential number by the normal gravity value computed on the
 KN0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0265.degrees latitude (g = 980.6199 gals.).
 KN0265
 KN0265.The modeled gravity was interpolated from observed gravity values.
 KN0265
 KN0265;                    North         East    Units  Estimated Accuracy
 KN0265;SPC UT C     - 2,100,000.      483,930.      MT  (+/- 180 meters Scaled)
 KN0265
 KN0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ407429(NAD 83)
 KN0265
 KN0265                          SUPERSEDED SURVEY CONTROL
 KN0265
 KN0265  NGVD 29 (??/??/92) 1654.657  (m)         5428.65   (f) ADJ UNCH    2 0
 KN0265
 KN0265.Superseded values are not recommended for survey control.
 KN0265
 KN0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0265.See file dsdata.pdf to determine how the superseded data were derived.
 KN0265
 KN0265_MARKER: DB = BENCH MARK DISK
 KN0265_SETTING: 80 = SET IN A BOULDER
 KN0265_STAMPING: L 43 1934
 KN0265_MARK LOGO: CGS
 KN0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0265+STABILITY: SURFACE MOTION
 KN0265
 KN0265  HISTORY     - Date     Condition        Report By
 KN0265  HISTORY     - 1934     MONUMENTED       CGS
 KN0265
 KN0265                          STATION DESCRIPTION
 KN0265
 KN0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0265'3.0 MI S FROM MANTI.
 KN0265'ABOUT 3.0 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0265'FROM THE W.W. BROWN BUILDING AT MANTI, SANPETE COUNTY, AT MILEPOST 64,
 KN0265'18 FEET NORTH OF THE TRACK, IN THE TOP OF A BOULDER, AND ABOUT LEVEL
 KN0265'WITH THE TRACK.  A STANDARD DISK, STAMPED L 43 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0306 ***********************************************************************
 KN0306  DESIGNATION -  L 44
 KN0306  PID         -  KN0306
 KN0306  STATE/COUNTY-  UT/JUAB
 KN0306  COUNTRY     -  US
 KN0306  USGS QUAD   -  NEPHI (2017)
 KN0306
 KN0306                         *CURRENT SURVEY CONTROL
 KN0306  ______________________________________________________________________
 KN0306* NAD 83(1986) POSITION- 39 42 35.47   (N) 111 49 28.63   (W)   HD_HELD1
 KN0306* NAVD 88 ORTHO HEIGHT -  1577.293 (meters)     5174.84  (feet) ADJUSTED
 KN0306  ______________________________________________________________________
 KN0306  GEOID HEIGHT    -        -17.547 (meters)                     GEOID18
 KN0306  DYNAMIC HEIGHT  -       1575.800 (meters)     5169.94  (feet) COMP
 KN0306  MODELED GRAVITY -    979,624.8   (mgal)                       NAVD 88
 KN0306
 KN0306  VERT ORDER      -  SECOND    CLASS 0
 KN0306
 KN0306.The horizontal coordinates were determined by differentially corrected
 KN0306.hand held GPS observations or other comparable positioning techniques
 KN0306.and have an estimated accuracy of +/- 3 meters.
 KN0306
 KN0306.The orthometric height was determined by differential leveling and
 KN0306.adjusted by the NATIONAL GEODETIC SURVEY
 KN0306.in June 1991.
 KN0306
 KN0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0306.GEOID18 height accuracy estimate available here.
 KN0306
 KN0306.Click photographs - Photos may exist for this station.
 KN0306
 KN0306.The dynamic height is computed by dividing the NAVD 88
 KN0306.geopotential number by the normal gravity value computed on the
 KN0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0306.degrees latitude (g = 980.6199 gals.).
 KN0306
 KN0306.The modeled gravity was interpolated from observed gravity values.
 KN0306
 KN0306;                    North         East    Units  Estimated Accuracy
 KN0306;SPC UT C     - 2,152,869.5     472,165.3     MT  (+/- 3 meters HH1 GPS) 
 KN0306
 KN0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ2931395879(NAD 83)
 KN0306
 KN0306                          SUPERSEDED SURVEY CONTROL
 KN0306
 KN0306  NGVD 29 (??/??/92) 1576.129  (m)         5171.02   (f) ADJ UNCH    2 0
 KN0306
 KN0306.Superseded values are not recommended for survey control.
 KN0306
 KN0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0306.See file dsdata.pdf to determine how the superseded data were derived.
 KN0306
 KN0306_MARKER: DB = BENCH MARK DISK
 KN0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0306_STAMPING: L 44 1934
 KN0306_MARK LOGO: CGS
 KN0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0306+STABILITY: SURFACE MOTION
 KN0306
 KN0306  HISTORY     - Date     Condition        Report By
 KN0306  HISTORY     - 1934     MONUMENTED       CGS
 KN0306  HISTORY     - 1977     GOOD             USGS
 KN0306
 KN0306                          STATION DESCRIPTION
 KN0306
 KN0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0306'IN NEPHI.
 KN0306'AT THE EAST EDGE OF NEPHI, JUAB COUNTY, ON THE DENVER AND RIO GRANDE
 KN0306'WESTERN RAILROAD WHICH PARALLELS THE CENTER LINE OF U.S. HIGHWAY 189,
 KN0306'ABOUT 2 POLES WEST OF MILEPOST N 1, 55 FEET EAST OF A CROSSING, NEAR
 KN0306'AN IRRIGATION DITCH, AND 58 FEET SOUTH OF THE CENTER LINE OF THE
 KN0306'TRACK.  A STANDARD DISK, STAMPED L 44 1934 AND SET IN THE TOP OF A
 KN0306'CONCRETE POST.
 KN0306
 KN0306                          STATION RECOVERY (1977)
 KN0306
 KN0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 KN0306'FROM THE JUNCT. OF HIGHWAYS U.S. 91 AND STATE 132 IN NEPHI, GO EAST
 KN0306'ON STATE 132. 0.6 MI. TO THE INTERSECTION OF NO. 132 AND 6TH. EAST.
 KN0306'BM IS STANDARD TABLET IN CONCRETE POST 55 FT. S. AND 53 FT. E. OF THE
 KN0306'CENTER OF THE INTERSECTION, PROJECTING 0.1 FT. BM IS 6 FT. S. OF AN
 KN0306'IRRIGATION DITCH AND 5 FT. N. OF A WATER METER. THE BM IS SLIGHTLY
 KN0306'TILTED BUT NOT OTHERWISE DAMAGED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0080 ***********************************************************************
 KO0080  DESIGNATION -  L 45
 KO0080  PID         -  KO0080
 KO0080  STATE/COUNTY-  UT/MILLARD
 KO0080  COUNTRY     -  US
 KO0080  USGS QUAD   -  LYNNDYL EAST (2017)
 KO0080
 KO0080                         *CURRENT SURVEY CONTROL
 KO0080  ______________________________________________________________________
 KO0080* NAD 83(1986) POSITION- 39 31 30.     (N) 112 22 21.     (W)   SCALED
 KO0080* NAVD 88 ORTHO HEIGHT -  1459.729 (meters)     4789.13  (feet) ADJUSTED
 KO0080  ______________________________________________________________________
 KO0080  GEOID HEIGHT    -        -18.576 (meters)                     GEOID18
 KO0080  DYNAMIC HEIGHT  -       1458.411 (meters)     4784.80  (feet) COMP
 KO0080  MODELED GRAVITY -    979,672.7   (mgal)                       NAVD 88
 KO0080
 KO0080  VERT ORDER      -  FIRST     CLASS I
 KO0080
 KO0080.The horizontal coordinates were scaled from a map and have
 KO0080.an estimated accuracy of +/- 6 seconds.
 KO0080
 KO0080.The orthometric height was determined by differential leveling and
 KO0080.adjusted by the NATIONAL GEODETIC SURVEY
 KO0080.in June 1991.
 KO0080
 KO0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0080.GEOID18 height accuracy estimate available here.
 KO0080
 KO0080.Click photographs - Photos may exist for this station.
 KO0080
 KO0080.The dynamic height is computed by dividing the NAVD 88
 KO0080.geopotential number by the normal gravity value computed on the
 KO0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0080.degrees latitude (g = 980.6199 gals.).
 KO0080
 KO0080.The modeled gravity was interpolated from observed gravity values.
 KO0080
 KO0080;                    North         East    Units  Estimated Accuracy
 KO0080;SPC UT C     - 2,132,660.      424,990.      MT  (+/- 180 meters Scaled)
 KO0080
 KO0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ820759(NAD 83)
 KO0080
 KO0080                          SUPERSEDED SURVEY CONTROL
 KO0080
 KO0080  NGVD 29 (??/??/92) 1458.63   (m)         4785.5    (f) COMPUTED    1 1
 KO0080
 KO0080.Superseded values are not recommended for survey control.
 KO0080
 KO0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0080.See file dsdata.pdf to determine how the superseded data were derived.
 KO0080
 KO0080_MARKER: DB = BENCH MARK DISK
 KO0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0080_STAMPING: L 45 1934
 KO0080_MARK LOGO: CGS
 KO0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0080+STABILITY: SURFACE MOTION
 KO0080
 KO0080  HISTORY     - Date     Condition        Report By
 KO0080  HISTORY     - 1934     MONUMENTED       CGS
 KO0080  HISTORY     - 1970     GOOD             NGS
 KO0080
 KO0080                          STATION DESCRIPTION
 KO0080
 KO0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0080'IN LYNNDYL.
 KO0080'AT LYNNDYL, ALONG THE UNION PACIFIC RAILROAD, AT THE JUNCTION OF U.S.
 KO0080'HIGHWAY 50 AND 6 AND THE EASTBOUND TRACK OF THE UNION PACIFIC
 KO0080'RAILROAD, 0.35 MILE NORTHEAST OF BENCH MARK Z 3, 40.5 FEET NORTH OF
 KO0080'THE NORTH RAIL OF THE MAIN TRACK, 100 FEET EAST OF THE CENTER LINE OF
 KO0080'THE HIGHWAY, 9 FEET SOUTHEAST OF THE SECOND POLE WEST OF MILEPOLE
 KO0080'666.25, 71 1/2 FEET SOUTHEAST OF A TELEPHONE POLE WITH THREE GUY
 KO0080'WIRES, 1.7 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 KO0080'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE
 KO0080'THE GROUND.  SEC 11, T15S, R5W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0282 ***********************************************************************
 JO0282  DESIGNATION -  L 46
 JO0282  PID         -  JO0282
 JO0282  STATE/COUNTY-  UT/MILLARD
 JO0282  COUNTRY     -  US
 JO0282  USGS QUAD   -  SIXMILE POINT (2017)
 JO0282
 JO0282                         *CURRENT SURVEY CONTROL
 JO0282  ______________________________________________________________________
 JO0282* NAD 83(1986) POSITION- 38 45 31.     (N) 112 33 31.     (W)   SCALED
 JO0282* NAVD 88 ORTHO HEIGHT -  1516.913 (meters)     4976.74  (feet) ADJUSTED
 JO0282  ______________________________________________________________________
 JO0282  GEOID HEIGHT    -        -19.620 (meters)                     GEOID18
 JO0282  DYNAMIC HEIGHT  -       1515.392 (meters)     4971.75  (feet) COMP
 JO0282  MODELED GRAVITY -    979,572.4   (mgal)                       NAVD 88
 JO0282
 JO0282  VERT ORDER      -  SECOND    CLASS 0
 JO0282
 JO0282.The horizontal coordinates were scaled from a map and have
 JO0282.an estimated accuracy of +/- 6 seconds.
 JO0282
 JO0282.The orthometric height was determined by differential leveling and
 JO0282.adjusted by the NATIONAL GEODETIC SURVEY
 JO0282.in June 1991.
 JO0282
 JO0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0282.GEOID18 height accuracy estimate available here.
 JO0282
 JO0282.Click photographs - Photos may exist for this station.
 JO0282
 JO0282.The dynamic height is computed by dividing the NAVD 88
 JO0282.geopotential number by the normal gravity value computed on the
 JO0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0282.degrees latitude (g = 980.6199 gals.).
 JO0282
 JO0282.The modeled gravity was interpolated from observed gravity values.
 JO0282
 JO0282;                    North         East    Units  Estimated Accuracy
 JO0282;SPC UT C     - 2,047,760.      407,980.      MT  (+/- 180 meters Scaled)
 JO0282
 JO0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH645911(NAD 83)
 JO0282
 JO0282                          SUPERSEDED SURVEY CONTROL
 JO0282
 JO0282  NGVD 29 (??/??/92) 1515.806  (m)         4973.11   (f) ADJ UNCH    2 0
 JO0282
 JO0282.Superseded values are not recommended for survey control.
 JO0282
 JO0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0282.See file dsdata.pdf to determine how the superseded data were derived.
 JO0282
 JO0282_MARKER: DB = BENCH MARK DISK
 JO0282_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0282_SP_SET: CULVERT HEADWALL
 JO0282_STAMPING: L 46 1934
 JO0282_MARK LOGO: CGS
 JO0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0282+STABILITY: SURFACE MOTION
 JO0282
 JO0282  HISTORY     - Date     Condition        Report By
 JO0282  HISTORY     - 1934     MONUMENTED       CGS
 JO0282
 JO0282                          STATION DESCRIPTION
 JO0282
 JO0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0282'7.5 MI SW FROM KANOSH.
 JO0282'ABOUT 7.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM KANOSH, MILLARD
 JO0282'COUNTY, ABOUT 1/4 MILE SOUTH OF A ROCK LEDGE ON THE EAST SIDE OF THE
 JO0282'HIGHWAY, AND IN THE TOP OF THE WEST HEAD WALL OF A CULVERT.  A
 JO0282'STANDARD DISK, STAMPED L 46 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0251 ***********************************************************************
 JN0251  DESIGNATION -  L 47
 JN0251  PID         -  JN0251
 JN0251  STATE/COUNTY-  UT/GARFIELD
 JN0251  COUNTRY     -  US
 JN0251  USGS QUAD   -  ANTIMONY (2017)
 JN0251
 JN0251                         *CURRENT SURVEY CONTROL
 JN0251  ______________________________________________________________________
 JN0251* NAD 83(1986) POSITION- 38 03 54.     (N) 111 58 43.     (W)   SCALED
 JN0251* NAVD 88 ORTHO HEIGHT -  1987.965 (meters)     6522.18  (feet) ADJUSTED
 JN0251  ______________________________________________________________________
 JN0251  GEOID HEIGHT    -        -18.761 (meters)                     GEOID18
 JN0251  DYNAMIC HEIGHT  -       1985.621 (meters)     6514.49  (feet) COMP
 JN0251  MODELED GRAVITY -    979,379.6   (mgal)                       NAVD 88
 JN0251
 JN0251  VERT ORDER      -  SECOND    CLASS 0
 JN0251
 JN0251.The horizontal coordinates were scaled from a map and have
 JN0251.an estimated accuracy of +/- 6 seconds.
 JN0251
 JN0251.The orthometric height was determined by differential leveling and
 JN0251.adjusted by the NATIONAL GEODETIC SURVEY
 JN0251.in June 1991.
 JN0251
 JN0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0251.GEOID18 height accuracy estimate available here.
 JN0251
 JN0251.Click photographs - Photos may exist for this station.
 JN0251
 JN0251.The dynamic height is computed by dividing the NAVD 88
 JN0251.geopotential number by the normal gravity value computed on the
 JN0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0251.degrees latitude (g = 980.6199 gals.).
 JN0251
 JN0251.The modeled gravity was interpolated from observed gravity values.
 JN0251
 JN0251;                    North         East    Units  Estimated Accuracy
 JN0251;SPC UT S     - 3,155,300.      458,000.      MT  (+/- 180 meters Scaled)
 JN0251
 JN0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH141134(NAD 83)
 JN0251
 JN0251                          SUPERSEDED SURVEY CONTROL
 JN0251
 JN0251  NGVD 29 (??/??/92) 1986.696  (m)         6518.02   (f) ADJ UNCH    2 0
 JN0251
 JN0251.Superseded values are not recommended for survey control.
 JN0251
 JN0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0251.See file dsdata.pdf to determine how the superseded data were derived.
 JN0251
 JN0251_MARKER: DB = BENCH MARK DISK
 JN0251_SETTING: 66 = SET IN ROCK OUTCROP
 JN0251_STAMPING: L 47 1934
 JN0251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0251+STABILITY: POSITION/ELEVATION WELL
 JN0251
 JN0251  HISTORY     - Date     Condition        Report By
 JN0251  HISTORY     - 1934     MONUMENTED       CGS
 JN0251
 JN0251                          STATION DESCRIPTION
 JN0251
 JN0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0251'4.4 MI S FROM ANTIMONY.
 JN0251'4.4 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE SOUTH EDGE OF
 JN0251'ANTIMONY, GARFIELD COUNTY, ABOUT 200 FEET NORTH OF AN ABRUPT LEDGE
 JN0251'PARTLY CUT AWAY FROM THE HIGHWAY, IN A DRAIN BETWEEN TWO KNOLLS, 63
 JN0251'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A ROCK
 JN0251'OUTCROP, AND ABOUT 3 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED L 47
 JN0251'1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0018 ***********************************************************************
 HO0018  DESIGNATION -  L 48
 HO0018  PID         -  HO0018
 HO0018  STATE/COUNTY-  UT/GARFIELD
 HO0018  COUNTRY     -  US
 HO0018  USGS QUAD   -  BRYCE CANYON (2017)
 HO0018
 HO0018                         *CURRENT SURVEY CONTROL
 HO0018  ______________________________________________________________________
 HO0018* NAD 83(1986) POSITION- 37 42 00.     (N) 112 11 44.     (W)   SCALED
 HO0018* NAVD 88 ORTHO HEIGHT -  2329.448 (meters)     7642.53  (feet) POSTED
 HO0018  ______________________________________________________________________
 HO0018  GEOID HEIGHT    -        -20.051 (meters)                     GEOID18
 HO0018  DYNAMIC HEIGHT  -       2326.49  (meters)     7632.8   (feet) COMP
 HO0018  MODELED GRAVITY -    979,276.4   (mgal)                       NAVD 88
 HO0018
 HO0018  VERT ORDER      -  * POSTED, SEE BELOW
 HO0018
 HO0018.The horizontal coordinates were scaled from a map and have
 HO0018.an estimated accuracy of +/- 6 seconds.
 HO0018
 HO0018.The orthometric height was determined by differential leveling
 HO0018.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0018
 HO0018.* This is a POSTED BENCH MARK height.
 HO0018
 HO0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0018.GEOID18 height accuracy estimate available here.
 HO0018
 HO0018.Click photographs - Photos may exist for this station.
 HO0018
 HO0018.The dynamic height is computed by dividing the NAVD 88
 HO0018.geopotential number by the normal gravity value computed on the
 HO0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0018.degrees latitude (g = 980.6199 gals.).
 HO0018
 HO0018.The modeled gravity was interpolated from observed gravity values.
 HO0018
 HO0018;                    North         East    Units  Estimated Accuracy
 HO0018;SPC UT S     - 3,114,910.      438,660.      MT  (+/- 180 meters Scaled)
 HO0018
 HO0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG946732(NAD 83)
 HO0018
 HO0018                          SUPERSEDED SURVEY CONTROL
 HO0018
 HO0018  NGVD 29 (??/??/92) 2328.016  (m)         7637.83   (f) ADJ UNCH    2 0
 HO0018
 HO0018.Superseded values are not recommended for survey control.
 HO0018
 HO0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0018.See file dsdata.pdf to determine how the superseded data were derived.
 HO0018
 HO0018_MARKER: DB = BENCH MARK DISK
 HO0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0018_STAMPING: L 48 1934
 HO0018_MARK LOGO: CGS
 HO0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0018+STABILITY: SURFACE MOTION
 HO0018
 HO0018  HISTORY     - Date     Condition        Report By
 HO0018  HISTORY     - 1934     MONUMENTED       CGS
 HO0018
 HO0018                          STATION DESCRIPTION
 HO0018
 HO0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0018'2.3 MI NW FROM THE WYE.
 HO0018'2.3 MILES NORTHWEST OF THE WYE 24 FEET NORTH OF CENTER-LINE OF HIGHWAY
 HO0018'12.  UNDER A TELEPHONE LINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0019 ***********************************************************************
 HO0019  DESIGNATION -  L 48 RESET
 HO0019  PID         -  HO0019
 HO0019  STATE/COUNTY-  UT/GARFIELD
 HO0019  COUNTRY     -  US
 HO0019  USGS QUAD   -  BRYCE CANYON (2017)
 HO0019
 HO0019                         *CURRENT SURVEY CONTROL
 HO0019  ______________________________________________________________________
 HO0019* NAD 83(1986) POSITION- 37 42 00.     (N) 112 11 43.     (W)   SCALED
 HO0019* NAVD 88 ORTHO HEIGHT -  2329.394 (meters)     7642.35  (feet) ADJUSTED
 HO0019  ______________________________________________________________________
 HO0019  GEOID HEIGHT    -        -20.051 (meters)                     GEOID18
 HO0019  DYNAMIC HEIGHT  -       2326.437 (meters)     7632.65  (feet) COMP
 HO0019  MODELED GRAVITY -    979,276.4   (mgal)                       NAVD 88
 HO0019
 HO0019  VERT ORDER      -  SECOND    CLASS 0
 HO0019
 HO0019.The horizontal coordinates were scaled from a map and have
 HO0019.an estimated accuracy of +/- 6 seconds.
 HO0019
 HO0019.The orthometric height was determined by differential leveling and
 HO0019.adjusted by the NATIONAL GEODETIC SURVEY
 HO0019.in June 1991.
 HO0019
 HO0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0019.GEOID18 height accuracy estimate available here.
 HO0019
 HO0019.Click photographs - Photos may exist for this station.
 HO0019
 HO0019.The dynamic height is computed by dividing the NAVD 88
 HO0019.geopotential number by the normal gravity value computed on the
 HO0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0019.degrees latitude (g = 980.6199 gals.).
 HO0019
 HO0019.The modeled gravity was interpolated from observed gravity values.
 HO0019
 HO0019;                    North         East    Units  Estimated Accuracy
 HO0019;SPC UT S     - 3,114,910.      438,690.      MT  (+/- 180 meters Scaled)
 HO0019
 HO0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG946732(NAD 83)
 HO0019
 HO0019                          SUPERSEDED SURVEY CONTROL
 HO0019
 HO0019  NGVD 29 (??/??/92) 2327.962  (m)         7637.66   (f) ADJ UNCH    2 0
 HO0019
 HO0019.Superseded values are not recommended for survey control.
 HO0019
 HO0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0019.See file dsdata.pdf to determine how the superseded data were derived.
 HO0019
 HO0019_MARKER: DB = BENCH MARK DISK
 HO0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0019_STAMPING: L 48 1934
 HO0019_MARK LOGO: CGS
 HO0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0019+STABILITY: SURFACE MOTION
 HO0019
 HO0019  HISTORY     - Date     Condition        Report By
 HO0019  HISTORY     - 1934     MONUMENTED       BPR
 HO0019  HISTORY     - 1963     GOOD             CGS
 HO0019
 HO0019                          STATION DESCRIPTION
 HO0019
 HO0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0019'10. MI NW FROM TROPIC.
 HO0019'7.7 MILES NORTHWEST ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT
 HO0019'TROPIC, THENCE 2.3 MILES NORTHWEST ALONG STATE HIGHWAY 12, 2.3 MILES
 HO0019'NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 54 AND 22, 75 FEET
 HO0019'NORTHEAST OF THE CENTER OF THE JUNCTION OF A DIRT ROAD WEST-SOUTHWEST,
 HO0019'47 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.4 MILE WEST OF THE
 HO0019'CROSSING OF EAST FORK SEVIER RIVER, 3.0 FEET NORTH OF A WITNESS POST,
 HO0019'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HO0019'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0300 ***********************************************************************
 JN0300  DESIGNATION -  L 50
 JN0300  PID         -  JN0300
 JN0300  STATE/COUNTY-  UT/SEVIER
 JN0300  COUNTRY     -  US
 JN0300  USGS QUAD   -  YOGO CREEK (2017)
 JN0300
 JN0300                         *CURRENT SURVEY CONTROL
 JN0300  ______________________________________________________________________
 JN0300* NAD 83(1986) POSITION- 38 51 46.     (N) 111 32 58.     (W)   SCALED
 JN0300* NAVD 88 ORTHO HEIGHT -  2120.083 (meters)     6955.64  (feet) ADJUSTED
 JN0300  ______________________________________________________________________
 JN0300  GEOID HEIGHT    -        -17.243 (meters)                     GEOID18
 JN0300  DYNAMIC HEIGHT  -       2117.732 (meters)     6947.93  (feet) COMP
 JN0300  MODELED GRAVITY -    979,442.6   (mgal)                       NAVD 88
 JN0300
 JN0300  VERT ORDER      -  SECOND    CLASS 0
 JN0300
 JN0300.The horizontal coordinates were scaled from a map and have
 JN0300.an estimated accuracy of +/- 6 seconds.
 JN0300
 JN0300.The orthometric height was determined by differential leveling and
 JN0300.adjusted by the NATIONAL GEODETIC SURVEY
 JN0300.in June 1991.
 JN0300
 JN0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0300.GEOID18 height accuracy estimate available here.
 JN0300
 JN0300.Click photographs - Photos may exist for this station.
 JN0300
 JN0300.The dynamic height is computed by dividing the NAVD 88
 JN0300.geopotential number by the normal gravity value computed on the
 JN0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0300.degrees latitude (g = 980.6199 gals.).
 JN0300
 JN0300.The modeled gravity was interpolated from observed gravity values.
 JN0300
 JN0300;                    North         East    Units  Estimated Accuracy
 JN0300;SPC UT C     - 2,058,780.      495,710.      MT  (+/- 180 meters Scaled)
 JN0300
 JN0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ523016(NAD 83)
 JN0300
 JN0300                          SUPERSEDED SURVEY CONTROL
 JN0300
 JN0300  NGVD 29 (??/??/92) 2118.798  (m)         6951.42   (f) ADJ UNCH    2 0
 JN0300
 JN0300.Superseded values are not recommended for survey control.
 JN0300
 JN0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0300.See file dsdata.pdf to determine how the superseded data were derived.
 JN0300
 JN0300_MARKER: DB = BENCH MARK DISK
 JN0300_SETTING: 80 = SET IN A BOULDER
 JN0300_STAMPING: L 50 1934
 JN0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0300+STABILITY: SURFACE MOTION
 JN0300
 JN0300  HISTORY     - Date     Condition        Report By
 JN0300  HISTORY     - 1934     MONUMENTED       CGS
 JN0300  HISTORY     - 1964     MARK NOT FOUND   USGS
 JN0300
 JN0300                          STATION DESCRIPTION
 JN0300
 JN0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0300'22.1 MI E FROM SALINA.
 JN0300'ABOUT 22.1 MILES EAST ALONG STATE HIGHWAY 10 FROM THE DENVER AND RIO
 JN0300'GRANDE WESTERN RAILROAD STATION AT SALINA, SEVIER COUNTY, ABOUT 4
 JN0300'MILES EAST OF CRYSTAL, 15 FEET SOUTHWEST OF THE CENTER LINE OF THE
 JN0300'HIGHWAY, AND IN THE TOP OF A BOULDER PROJECTING ABOUT 18 INCHES ABOVE
 JN0300'GROUND.  A STANDARD DISK, STAMPED L 50 1934.
 JN0300
 JN0300                          STATION RECOVERY (1964)
 JN0300
 JN0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JN0300'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0074 ***********************************************************************
 KN0074  DESIGNATION -  L 51
 KN0074  PID         -  KN0074
 KN0074  STATE/COUNTY-  UT/EMERY
 KN0074  COUNTRY     -  US
 KN0074  USGS QUAD   -  HUNTINGTON (2017)
 KN0074
 KN0074                         *CURRENT SURVEY CONTROL
 KN0074  ______________________________________________________________________
 KN0074* NAD 83(1986) POSITION- 39 17 31.0    (N) 110 58 06.1    (W)   HD_HELD2
 KN0074* NAVD 88 ORTHO HEIGHT -  1739.838 (meters)     5708.12  (feet) ADJUSTED
 KN0074  ______________________________________________________________________
 KN0074  GEOID HEIGHT    -        -17.261 (meters)                     GEOID18
 KN0074  DYNAMIC HEIGHT  -       1738.104 (meters)     5702.43  (feet) COMP
 KN0074  MODELED GRAVITY -    979,568.9   (mgal)                       NAVD 88
 KN0074
 KN0074  VERT ORDER      -  SECOND    CLASS 0
 KN0074
 KN0074.The horizontal coordinates were established by autonomous hand held GPS
 KN0074.observations and have an estimated accuracy of +/- 10 meters.
 KN0074
 KN0074.The orthometric height was determined by differential leveling and
 KN0074.adjusted by the NATIONAL GEODETIC SURVEY
 KN0074.in June 1991.
 KN0074
 KN0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0074.GEOID18 height accuracy estimate available here.
 KN0074
 KN0074.Click photographs - Photos may exist for this station.
 KN0074
 KN0074.The dynamic height is computed by dividing the NAVD 88
 KN0074.geopotential number by the normal gravity value computed on the
 KN0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0074.degrees latitude (g = 980.6199 gals.).
 KN0074
 KN0074.The modeled gravity was interpolated from observed gravity values.
 KN0074
 KN0074;                    North         East    Units  Estimated Accuracy
 KN0074;SPC UT C     - 2,106,561.      545,861.      MT  (+/- 10 meters HH2 GPS)
 KN0074
 KN0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ0272849175(NAD 83)
 KN0074
 KN0074                          SUPERSEDED SURVEY CONTROL
 KN0074
 KN0074  NGVD 29 (??/??/92) 1738.767  (m)         5704.60   (f) ADJ UNCH    2 0
 KN0074
 KN0074.Superseded values are not recommended for survey control.
 KN0074
 KN0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0074.See file dsdata.pdf to determine how the superseded data were derived.
 KN0074
 KN0074_MARKER: DB = BENCH MARK DISK
 KN0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0074_STAMPING: L 51 1934
 KN0074_MARK LOGO: CGS
 KN0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0074+STABILITY: SURFACE MOTION
 KN0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0074+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2009
 KN0074
 KN0074  HISTORY     - Date     Condition        Report By
 KN0074  HISTORY     - 1934     MONUMENTED       CGS
 KN0074  HISTORY     - 1969     GOOD             USGS
 KN0074  HISTORY     - 20091022 GOOD             GEOCAC
 KN0074
 KN0074                          STATION DESCRIPTION
 KN0074
 KN0074'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KN0074'2.5 MI S FROM HUNTINGTON.
 KN0074'2.5 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL BUILDING
 KN0074'AT HUNTINGTON, EMERY COUNTY, ABOUT 1/4 MILE SOUTH OF A TURN, ON THE
 KN0074'OPPOSITE SIDE OF THE HIGHWAY FROM A POWER-TRANSMISSION LINE, 45 FEET
 KN0074'WEST OF THE CENTER LINE OF THE HIGHWAY, IN THE WEST PROPERTY-FENCE
 KN0074'LINE, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED L 51
 KN0074'1934 AND SET IN THE TOP OF A CONCRETE POST.
 KN0074
 KN0074                          STATION RECOVERY (2009)
 KN0074
 KN0074'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 KN0074'THE ROW OF POLES ARE GONE. STATION IS NOW 2 FEET SE OF THE ROW FENCE,
 KN0074'72 FEET NW OF CENTERLINE OF UT 10 AND ONE FOOT SW OF A CARSONITE WP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0005 ***********************************************************************
 KN0005  DESIGNATION -  L 52
 KN0005  PID         -  KN0005
 KN0005  STATE/COUNTY-  UT/DUCHESNE
 KN0005  COUNTRY     -  US
 KN0005  USGS QUAD   -  GILSONITE DRAW (2017)
 KN0005
 KN0005                         *CURRENT SURVEY CONTROL
 KN0005  ______________________________________________________________________
 KN0005* NAD 83(1986) POSITION- 39 53 36.     (N) 110 14 24.     (W)   SCALED
 KN0005* NAVD 88 ORTHO HEIGHT -  2154.443 (meters)     7068.37  (feet) ADJUSTED
 KN0005  ______________________________________________________________________
 KN0005  GEOID HEIGHT    -        -17.092 (meters)                     GEOID18
 KN0005  DYNAMIC HEIGHT  -       2152.196 (meters)     7061.00  (feet) COMP
 KN0005  MODELED GRAVITY -    979,506.2   (mgal)                       NAVD 88
 KN0005
 KN0005  VERT ORDER      -  SECOND    CLASS 0
 KN0005
 KN0005.The horizontal coordinates were scaled from a map and have
 KN0005.an estimated accuracy of +/- 6 seconds.
 KN0005
 KN0005.The orthometric height was determined by differential leveling and
 KN0005.adjusted by the NATIONAL GEODETIC SURVEY
 KN0005.in June 1991.
 KN0005
 KN0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0005.GEOID18 height accuracy estimate available here.
 KN0005
 KN0005.Click photographs - Photos may exist for this station.
 KN0005
 KN0005.The dynamic height is computed by dividing the NAVD 88
 KN0005.geopotential number by the normal gravity value computed on the
 KN0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0005.degrees latitude (g = 980.6199 gals.).
 KN0005
 KN0005.The modeled gravity was interpolated from observed gravity values.
 KN0005
 KN0005;                    North         East    Units  Estimated Accuracy
 KN0005;SPC UT C     - 2,173,950.      607,750.      MT  (+/- 180 meters Scaled)
 KN0005
 KN0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK649161(NAD 83)
 KN0005
 KN0005                          SUPERSEDED SURVEY CONTROL
 KN0005
 KN0005  NGVD 29 (??/??/92) 2153.100  (m)         7063.96   (f) ADJ UNCH    2 0
 KN0005
 KN0005.Superseded values are not recommended for survey control.
 KN0005
 KN0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0005.See file dsdata.pdf to determine how the superseded data were derived.
 KN0005
 KN0005_MARKER: DB = BENCH MARK DISK
 KN0005_SETTING: 80 = SET IN A BOULDER
 KN0005_STAMPING: L 52 1934
 KN0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0005+STABILITY: SURFACE MOTION
 KN0005
 KN0005  HISTORY     - Date     Condition        Report By
 KN0005  HISTORY     - 1934     MONUMENTED       CGS
 KN0005  HISTORY     - 1969     GOOD             CGS
 KN0005
 KN0005                          STATION DESCRIPTION
 KN0005
 KN0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0005'1.7 MI W FROM MYTON.
 KN0005'ABOUT 1.7 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE HIGHWAY TURN AT
 KN0005'MYTON, DUCHESNE COUNTY, THENCE ABOUT 22.8 MILES SOUTH ALONG STATE
 KN0005'HIGHWAY 53.  ABOUT 2 MILES SOUTH OF RANGE POST 15 E, ON THE INSIDE OF
 KN0005'A CURVE, AT A POINT WHERE THE HIGHWAY WINDS THROUGH SOME LOW
 KN0005'JUNIPER-COVERED HILLS, IN THE TOP OF A SANDSTONE BOULDER, 25 FEET WEST
 KN0005'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 11 FEET HIGHER THAN THE
 KN0005'HIGHWAY.  A STANDARD DISK, STAMPED L 52 1934.
 KN0005
 KN0005                          STATION RECOVERY (1969)
 KN0005
 KN0005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KN0005'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA4649 ***********************************************************************
 AA4649  DESIGNATION -  L 53 RESET
 AA4649  PID         -  AA4649
 AA4649  STATE/COUNTY-  UT/DUCHESNE
 AA4649  COUNTRY     -  US
 AA4649  USGS QUAD   -  STRAWBERRY PINNACLES (2017)
 AA4649
 AA4649                         *CURRENT SURVEY CONTROL
 AA4649  ______________________________________________________________________
 AA4649* NAD 83(1986) POSITION- 40 12 27.     (N) 110 44 18.     (W)   SCALED
 AA4649* NAVD 88 ORTHO HEIGHT -  2027.43  (+/-2cm)     6651.7   (feet) VERTCON3
 AA4649  ______________________________________________________________________
 AA4649  GEOID HEIGHT    -        -16.256 (meters)                     GEOID18
 AA4649  VERT ORDER      -  THIRD (See Below)
 AA4649
 AA4649.The horizontal coordinates were scaled from a map and have
 AA4649.an estimated accuracy of +/- 6 seconds.
 AA4649
 AA4649.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4649
 AA4649.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA4649.GEOID18 height accuracy estimate available here.
 AA4649
 AA4649.The vertical order pertains to the NGVD 29 superseded value.
 AA4649
 AA4649.Click photographs - Photos may exist for this station.
 AA4649
 AA4649;                    North         East    Units  Estimated Accuracy
 AA4649;SPC UT C     - 2,208,350.      564,840.      MT  (+/- 180 meters Scaled)
 AA4649
 AA4649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK222508(NAD 83)
 AA4649
 AA4649                          SUPERSEDED SURVEY CONTROL
 AA4649
 AA4649  NGVD 29 (07/25/12) 2026.07   (m)         6647.2    (f) RESET       3  
 AA4649
 AA4649.Superseded values are not recommended for survey control.
 AA4649
 AA4649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4649.See file dsdata.pdf to determine how the superseded data were derived.
 AA4649
 AA4649_MARKER: DB = BENCH MARK DISK
 AA4649_SETTING: 80 = SET IN A BOULDER
 AA4649_STAMPING: L 53 RESET 1958
 AA4649_MARK LOGO: CGS
 AA4649_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4649+STABILITY: SURFACE MOTION
 AA4649
 AA4649  HISTORY     - Date     Condition        Report By
 AA4649  HISTORY     - 1958     MONUMENTED       LOCENG
 AA4649
 AA4649                          STATION DESCRIPTION
 AA4649
 AA4649'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958 (JFV)
 AA4649'5.87 MILES (9.45 KM) EAST ALONG US HIGHWAY 40 FROM THE POST OFFICE IN
 AA4649'FRUITLAND, AT THE ENGINEERS STATION 1032+31.5, 88 FEET (26.8 M) SOUTH
 AA4649'OF THE CENTERLINE OF THE HIGHWAY AND IN THE TOP OF A SANDSTONE BOULDER
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0441 ***********************************************************************
 LO0441  DESIGNATION -  L 54
 LO0441  PID         -  LO0441
 LO0441  STATE/COUNTY-  UT/UTAH
 LO0441  COUNTRY     -  US
 LO0441  USGS QUAD   -  BILLIES MOUNTAIN (2017)
 LO0441
 LO0441                         *CURRENT SURVEY CONTROL
 LO0441  ______________________________________________________________________
 LO0441* NAD 83(1986) POSITION- 40 04 39.61   (N) 111 22 31.93   (W)   HD_HELD1
 LO0441* NAVD 88 ORTHO HEIGHT -  1655.692 (meters)     5432.05  (feet) ADJUSTED
 LO0441  ______________________________________________________________________
 LO0441  GEOID HEIGHT    -        -16.322 (meters)                     GEOID18
 LO0441  DYNAMIC HEIGHT  -       1654.126 (meters)     5426.91  (feet) COMP
 LO0441  MODELED GRAVITY -    979,621.8   (mgal)                       NAVD 88
 LO0441
 LO0441  VERT ORDER      -  SECOND    CLASS 0
 LO0441
 LO0441.The horizontal coordinates were determined by differentially corrected
 LO0441.hand held GPS observations or other comparable positioning techniques
 LO0441.and have an estimated accuracy of +/- 3 meters.
 LO0441
 LO0441.The orthometric height was determined by differential leveling and
 LO0441.adjusted by the NATIONAL GEODETIC SURVEY
 LO0441.in June 1991.
 LO0441
 LO0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0441.GEOID18 height accuracy estimate available here.
 LO0441
 LO0441.Click photographs - Photos may exist for this station.
 LO0441
 LO0441.The dynamic height is computed by dividing the NAVD 88
 LO0441.geopotential number by the normal gravity value computed on the
 LO0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0441.degrees latitude (g = 980.6199 gals.).
 LO0441
 LO0441.The modeled gravity was interpolated from observed gravity values.
 LO0441
 LO0441;                    North         East    Units  Estimated Accuracy
 LO0441;SPC UT C     - 2,193,662.0     510,615.4     MT  (+/- 3 meters HH1 GPS) 
 LO0441
 LO0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK6798036445(NAD 83)
 LO0441
 LO0441                          SUPERSEDED SURVEY CONTROL
 LO0441
 LO0441  NGVD 29 (??/??/92) 1654.556  (m)         5428.32   (f) ADJ UNCH    2 0
 LO0441
 LO0441.Superseded values are not recommended for survey control.
 LO0441
 LO0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0441.See file dsdata.pdf to determine how the superseded data were derived.
 LO0441
 LO0441_MARKER: DB = BENCH MARK DISK
 LO0441_SETTING: 80 = SET IN A BOULDER
 LO0441_STAMPING: L 54 1934
 LO0441_MARK LOGO: CGS
 LO0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0441+STABILITY: SURFACE MOTION
 LO0441
 LO0441  HISTORY     - Date     Condition        Report By
 LO0441  HISTORY     - 1934     MONUMENTED       CGS
 LO0441
 LO0441                          STATION DESCRIPTION
 LO0441
 LO0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0441'11.4 MI NE FROM THISTLE.
 LO0441'11.4 MILES NORTHEAST ALONG THE ROAD LEADING TO THE STRAWBERRY
 LO0441'RESERVOIR FROM THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION AT
 LO0441'THISTLE, UTAH COUNTY, 18 FEET WEST OF THE CENTER LINE OF THE ROAD, IN
 LO0441'LINE WITH A ROW OF POLES, AND IN A BOULDER.  A STANDARD DISK, STAMPED
 LO0441'L 54 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0324 ***********************************************************************
 KN0324  DESIGNATION -  L 55
 KN0324  PID         -  KN0324
 KN0324  STATE/COUNTY-  UT/JUAB
 KN0324  COUNTRY     -  US
 KN0324  USGS QUAD   -  MONA (2017)
 KN0324
 KN0324                         *CURRENT SURVEY CONTROL
 KN0324  ______________________________________________________________________
 KN0324* NAD 83(2011) POSITION- 39 48 41.79262(N) 111 51 49.56002(W)   ADJUSTED
 KN0324* NAD 83(2011) ELLIP HT-  1482.162 (meters)        (03/09/23)   ADJUSTED
 KN0324* NAD 83(2011) EPOCH   -  2010.00
 KN0324* NAVD 88 ORTHO HEIGHT -  1499.629 (meters)     4920.03  (feet) ADJUSTED
 KN0324  ______________________________________________________________________
 KN0324  GEOID HEIGHT    -        -17.563 (meters)                     GEOID18
 KN0324  NAD 83(2011) X  - -1,827,470.281 (meters)                     COMP
 KN0324  NAD 83(2011) Y  - -4,554,295.258 (meters)                     COMP
 KN0324  NAD 83(2011) Z  -  4,062,888.679 (meters)                     COMP
 KN0324  LAPLACE CORR    -          5.43  (seconds)                    DEFLEC18
 KN0324  DYNAMIC HEIGHT  -       1498.236 (meters)     4915.46  (feet) COMP
 KN0324  MODELED GRAVITY -    979,645.9   (mgal)                       NAVD 88
 KN0324
 KN0324  VERT ORDER      -  SECOND    CLASS 0
 KN0324
 KN0324  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KN0324  Standards:
 KN0324         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KN0324            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KN0324  -------------------------------------------------------------------
 KN0324  NETWORK    1.90   2.92           0.87   0.65   1.49     -0.04426578
 KN0324  -------------------------------------------------------------------
 KN0324  Click here for local accuracies and other accuracy information.
 KN0324
 KN0324.The horizontal coordinates were established by GPS observations
 KN0324.and adjusted by the WOOLPERT CONSULTANTS in March 2023.
 KN0324
 KN0324.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KN0324.been affixed to the stable North American tectonic plate. See 
 KN0324.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KN0324
 KN0324.The horizontal coordinates are valid at the epoch date displayed above
 KN0324.which is a decimal equivalence of Year/Month/Day.
 KN0324
 KN0324.The orthometric height was determined by differential leveling and
 KN0324.adjusted by the NATIONAL GEODETIC SURVEY
 KN0324.in June 1991.
 KN0324
 KN0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0324.GEOID18 height accuracy estimate available here.
 KN0324
 KN0324.Click photographs - Photos may exist for this station.
 KN0324
 KN0324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KN0324
 KN0324.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0324
 KN0324.The ellipsoidal height was determined by GPS observations
 KN0324.and is referenced to NAD 83.
 KN0324
 KN0324.The dynamic height is computed by dividing the NAVD 88
 KN0324.geopotential number by the normal gravity value computed on the
 KN0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0324.degrees latitude (g = 980.6199 gals.).
 KN0324
 KN0324.The modeled gravity was interpolated from observed gravity values.
 KN0324
 KN0324. The following values were computed from the NAD 83(2011) position.
 KN0324
 KN0324;                    North         East     Units Scale Factor Converg.
 KN0324;SPC UT C     - 2,164,179.190   468,854.598   MT  0.99989890   -0 13 58.9
 KN0324;SPC UT C     - 7,100,311.23  1,538,233.79   sFT  0.99989890   -0 13 58.9
 KN0324;UTM  12      - 4,407,204.840   426,066.404   MT  0.99966729   -0 33 11.0
 KN0324
 KN0324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0324!SPC UT C     -   0.99976753  x   0.99989890  =   0.99966645
 KN0324!UTM  12      -   0.99976753  x   0.99966729  =   0.99943490
 KN0324
 KN0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK2606607204(NAD 83)
 KN0324
 KN0324                          SUPERSEDED SURVEY CONTROL
 KN0324
 KN0324  NGVD 29 (??/??/92) 1498.504  (m)         4916.34   (f) ADJ UNCH    2 0
 KN0324
 KN0324.Superseded values are not recommended for survey control.
 KN0324
 KN0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0324.See file dsdata.pdf to determine how the superseded data were derived.
 KN0324
 KN0324_MARKER: DB = BENCH MARK DISK
 KN0324_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0324_SP_SET: CULVERT
 KN0324_STAMPING: L 55 1934
 KN0324_MARK LOGO: CGS
 KN0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0324+STABILITY: SURFACE MOTION
 KN0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0324+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2021
 KN0324
 KN0324  HISTORY     - Date     Condition        Report By
 KN0324  HISTORY     - 1934     MONUMENTED       CGS
 KN0324  HISTORY     - 20090321 GOOD             INDIV
 KN0324  HISTORY     - 20130722 GOOD             GEOCAC
 KN0324  HISTORY     - 20211002 GOOD             WOOLPT
 KN0324
 KN0324                          STATION DESCRIPTION
 KN0324
 KN0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0324'7.3 MI N FROM NEPHI.
 KN0324'ABOUT 7.3 MILES NORTH ALONG THE LOS ANGELES AND SALT LAKE RAILROAD
 KN0324'FROM THE STATION AT NEPHI, JUAB COUNTY, ABOUT 5 RAILS NORTH OF
 KN0324'MILEPOST 718, ABOUT 2-1/2 RAILS SOUTH OF A ROAD CROSSING, AT CONCRETE
 KN0324'CULVERT 718.13, AND IN THE TOP OF THE WEST HEAD WALL.  A STANDARD
 KN0324'DISK, STAMPED L 55 1934.
 KN0324
 KN0324                          STATION RECOVERY (2009)
 KN0324
 KN0324'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (RCW)
 KN0324'RECOVERED IN GOOD CONDITION.
 KN0324
 KN0324                          STATION RECOVERY (2013)
 KN0324
 KN0324'RECOVERY NOTE BY GEOCACHING 2013 (BRB)
 KN0324'RECOVERED IN GOOD CONDITION.
 KN0324
 KN0324                          STATION RECOVERY (2021)
 KN0324
 KN0324'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2021 (ZJH)
 KN0324'THE STATION IS LOCATED ABOUT 9.9 MI (16.0 KM) SOUTH OF GOSHEN, 7.2 MI
 KN0324'(11.5 KM) NORTH-NORTHWEST OF NEPHI AND IN THE TOWN OF MONA, UT.
 KN0324'
 KN0324'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 15 AND STATE
 KN0324'HIGHWAY 54 (EXIT 233), GO WEST ON STATE HIGHWAY 54 FOR 1.2 MI (1.9 KM)
 KN0324'TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON OLD HIGHWAY 91 (MAIN
 KN0324'STREET) FOR 0.5 MI (0.8 KM) TO A CROSSROAD. TURN RIGHT AND GO WEST ON
 KN0324'COUNTY ROAD 300 SOUTH FOR 0.4 MI (0.6 KM) TO A RAILROAD CROSSING AND
 KN0324'THE STATION ON THE LEFT.
 KN0324'
 KN0324'THE DISK IS SET IN A CONCRETE CULVER HEADWALL.  IT IS 93 FT (28.3 M)
 KN0324'SOUTH OF COUNTY ROAD 300 SOUTH, 30 FT (9.1 M) EAST OF A FENCE GATE
 KN0324'POST, 10 FT (3.0 M) WEST OF THE CENTER OF THE TRACK AND ABOUT 1 FT
 KN0324'(0.3 M) LOWER THAN THE RAIL BED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0140 ***********************************************************************
 HO0140  DESIGNATION -  L 57
 HO0140  PID         -  HO0140
 HO0140  STATE/COUNTY-  UT/KANE
 HO0140  COUNTRY     -  US
 HO0140  USGS QUAD   -  THE BARRACKS (2017)
 HO0140
 HO0140                         *CURRENT SURVEY CONTROL
 HO0140  ______________________________________________________________________
 HO0140* NAD 83(1986) POSITION- 37 14 55.86   (N) 112 45 32.94   (W)   HD_HELD1
 HO0140* NAVD 88 ORTHO HEIGHT -  1787.154 (meters)     5863.35  (feet) ADJUSTED
 HO0140  ______________________________________________________________________
 HO0140  GEOID HEIGHT    -        -21.849 (meters)                     GEOID18
 HO0140  DYNAMIC HEIGHT  -       1785.020 (meters)     5856.35  (feet) COMP
 HO0140  MODELED GRAVITY -    979,373.3   (mgal)                       NAVD 88
 HO0140
 HO0140  VERT ORDER      -  FIRST     CLASS II
 HO0140
 HO0140.The horizontal coordinates were determined by differentially corrected
 HO0140.hand held GPS observations or other comparable positioning techniques
 HO0140.and have an estimated accuracy of +/- 3 meters.
 HO0140
 HO0140.The orthometric height was determined by differential leveling and
 HO0140.adjusted by the NATIONAL GEODETIC SURVEY
 HO0140.in June 1991.
 HO0140
 HO0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0140.GEOID18 height accuracy estimate available here.
 HO0140
 HO0140.Click photographs - Photos may exist for this station.
 HO0140
 HO0140.The dynamic height is computed by dividing the NAVD 88
 HO0140.geopotential number by the normal gravity value computed on the
 HO0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0140.degrees latitude (g = 980.6199 gals.).
 HO0140
 HO0140.The modeled gravity was interpolated from observed gravity values.
 HO0140
 HO0140;                    North         East    Units  Estimated Accuracy
 HO0140;SPC UT S     - 3,065,364.7     388,291.2     MT  (+/- 3 meters HH1 GPS) 
 HO0140
 HO0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG4398223928(NAD 83)
 HO0140
 HO0140                          SUPERSEDED SURVEY CONTROL
 HO0140
 HO0140  NGVD 29 (??/??/92) 1786.084  (m)         5859.84   (f) ADJ UNCH    1 2
 HO0140
 HO0140.Superseded values are not recommended for survey control.
 HO0140
 HO0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0140.See file dsdata.pdf to determine how the superseded data were derived.
 HO0140
 HO0140_MARKER: DB = BENCH MARK DISK
 HO0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0140_STAMPING: L 57 1934
 HO0140_MARK LOGO: CGS
 HO0140_PROJECTION: PROJECTING 15 CENTIMETERS
 HO0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0140+STABILITY: SURFACE MOTION
 HO0140
 HO0140  HISTORY     - Date     Condition        Report By
 HO0140  HISTORY     - 1934     MONUMENTED       CGS
 HO0140  HISTORY     - 1983     GOOD             NGS
 HO0140  HISTORY     - 20101208 GOOD             GEOCAC
 HO0140
 HO0140                          STATION DESCRIPTION
 HO0140
 HO0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0140'17.2 MI NW FROM KANAB.
 HO0140'17.2 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM KANAB, KANE COUNTY,
 HO0140'5.3 MILES WEST ALONG STATE HIGHWAY 15.  200 FEET NORTHWEST OF A 3-FOOT
 HO0140'CAST IRON PIPE CULVERT, WITH CONCRETE HEADWALLS, 45 FEET SOUTHWEST OF
 HO0140'THE CENTERLINE OF THE HIGHWAY, AND 2-1/2 FEET NORTHEAST OF A FENCE. A
 HO0140'STANDARD DISK, STAMPED L 57 1934 AND SET IN THE TOP OF A CONCRETE
 HO0140'POST.
 HO0140
 HO0140                          STATION RECOVERY (1983)
 HO0140
 HO0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0140'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  32.1 KM
 HO0140'(20.15 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF LATTER DAY
 HO0140'SAINTS IN SPRINGDALE, 11.1 KM (6.95 MI) EAST OF THE ZION NATIONAL PARK
 HO0140'BOUNDARY, 8.5 KM (5.3 MI) NORTHWEST OF MT. CARMEL JUNCTION, 0.2 KM
 HO0140'(0.12 MI) SOUTHEAST OF THE Y-JUNCTION OF THE OLD HIGHWAY, 22.2 METERS
 HO0140'(73 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 61.8 METERS (202.5 FT)
 HO0140'NORTHWEST OF THE SOUTHWEST END OF A 24-INCH CORRUGATED METAL PIPE
 HO0140'CULVERT, 21.8 METERS (71.5 FT) SOUTHEAST OF A BRACED FENCE POST IN THE
 HO0140'RIGHT OF WAY FENCE, 7.9 METERS (26 FT) NORTHEAST OF THE RIGHT OF WAY
 HO0140'FENCE.  NOTE--THE TOP OF THE CONCRETE POST WAS DETERIORATING WHEN
 HO0140'RECOVERED BY THIS UNIT AND WAS CAPPED WITH NEW CEMENT.
 HO0140
 HO0140                          STATION RECOVERY (2010)
 HO0140
 HO0140'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HO0140'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0428 ***********************************************************************
 MS0428  DESIGNATION -  L 59
 MS0428  PID         -  MS0428
 MS0428  STATE/COUNTY-  UT/BOX ELDER
 MS0428  COUNTRY     -  US
 MS0428  USGS QUAD   -  GROUSE CREEK (2017)
 MS0428
 MS0428                         *CURRENT SURVEY CONTROL
 MS0428  ______________________________________________________________________
 MS0428* NAD 83(1986) POSITION- 41 38 40.     (N) 113 54 03.     (W)   SCALED
 MS0428* NAVD 88 ORTHO HEIGHT -  1568.764 (meters)     5146.85  (feet) ADJUSTED
 MS0428  ______________________________________________________________________
 MS0428  GEOID HEIGHT    -        -15.948 (meters)                     GEOID18
 MS0428  DYNAMIC HEIGHT  -       1567.573 (meters)     5142.95  (feet) COMP
 MS0428  MODELED GRAVITY -    979,809.2   (mgal)                       NAVD 88
 MS0428
 MS0428  VERT ORDER      -  FIRST     CLASS II
 MS0428
 MS0428.The horizontal coordinates were scaled from a map and have
 MS0428.an estimated accuracy of +/- 6 seconds.
 MS0428
 MS0428.The orthometric height was determined by differential leveling and
 MS0428.adjusted by the NATIONAL GEODETIC SURVEY
 MS0428.in June 1991.
 MS0428
 MS0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0428.GEOID18 height accuracy estimate available here.
 MS0428
 MS0428.Click photographs - Photos may exist for this station.
 MS0428
 MS0428.The dynamic height is computed by dividing the NAVD 88
 MS0428.geopotential number by the normal gravity value computed on the
 MS0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0428.degrees latitude (g = 980.6199 gals.).
 MS0428
 MS0428.The modeled gravity was interpolated from observed gravity values.
 MS0428
 MS0428;                    North         East    Units  Estimated Accuracy
 MS0428;SPC UT N     - 1,148,370.      300,020.      MT  (+/- 180 meters Scaled)
 MS0428
 MS0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM584143(NAD 83)
 MS0428
 MS0428                          SUPERSEDED SURVEY CONTROL
 MS0428
 MS0428  NGVD 29 (??/??/92) 1567.627  (m)         5143.12   (f) ADJ UNCH    1 2
 MS0428
 MS0428.Superseded values are not recommended for survey control.
 MS0428
 MS0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0428.See file dsdata.pdf to determine how the superseded data were derived.
 MS0428
 MS0428_MARKER: DB = BENCH MARK DISK
 MS0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0428_STAMPING: L 59 1934
 MS0428_MARK LOGO: CGS
 MS0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0428+STABILITY: SURFACE MOTION
 MS0428
 MS0428  HISTORY     - Date     Condition        Report By
 MS0428  HISTORY     - 1934     MONUMENTED       CGS
 MS0428
 MS0428                          STATION DESCRIPTION
 MS0428
 MS0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0428'4.9 MI S FROM GROUSE CREEK.
 MS0428'4.9 MILES SOUTH ALONG GROUSE CREEK ROAD FROM THE PUBLIC SCHOOL AT
 MS0428'GROUSE CREEK, BOX ELDER COUNTY, 0.4 MILE SOUTH OF RED BUTTE CREEK, 168
 MS0428'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE THOMAS THOMAS RANCH
 MS0428'HOUSE, 153 FEET SOUTH OF THE CENTERLINE OF THE FRONT ENTRANCE TO A
 MS0428'CONCRETE CELLAR, 100 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION
 MS0428'WITH A DIRT ROAD, 51 FEET EAST OF THE CENTERLINE OF GROUSE CREEK ROAD,
 MS0428'AND 81 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED L 59 1934 AND
 MS0428'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0220 ***********************************************************************
 MS0220  DESIGNATION -  L 60
 MS0220  PID         -  MS0220
 MS0220  STATE/COUNTY-  UT/BOX ELDER
 MS0220  COUNTRY     -  US
 MS0220  USGS QUAD   -  LOCOMOTIVE SPRINGS (2017)
 MS0220
 MS0220                         *CURRENT SURVEY CONTROL
 MS0220  ______________________________________________________________________
 MS0220* NAD 83(1986) POSITION- 41 44 24.     (N) 112 56 04.     (W)   SCALED
 MS0220* NAVD 88 ORTHO HEIGHT -  1288.330 (meters)     4226.80  (feet) ADJUSTED
 MS0220  ______________________________________________________________________
 MS0220  GEOID HEIGHT    -        -15.569 (meters)                     GEOID18
 MS0220  DYNAMIC HEIGHT  -       1287.499 (meters)     4224.07  (feet) COMP
 MS0220  MODELED GRAVITY -    979,932.3   (mgal)                       NAVD 88
 MS0220
 MS0220  VERT ORDER      -  FIRST     CLASS II
 MS0220
 MS0220.The horizontal coordinates were scaled from a map and have
 MS0220.an estimated accuracy of +/- 6 seconds.
 MS0220
 MS0220.The orthometric height was determined by differential leveling and
 MS0220.adjusted by the NATIONAL GEODETIC SURVEY
 MS0220.in June 1991.
 MS0220
 MS0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0220.GEOID18 height accuracy estimate available here.
 MS0220
 MS0220.Click photographs - Photos may exist for this station.
 MS0220
 MS0220.The dynamic height is computed by dividing the NAVD 88
 MS0220.geopotential number by the normal gravity value computed on the
 MS0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0220.degrees latitude (g = 980.6199 gals.).
 MS0220
 MS0220.The modeled gravity was interpolated from observed gravity values.
 MS0220
 MS0220;                    North         East    Units  Estimated Accuracy
 MS0220;SPC UT N     - 1,157,200.      380,680.      MT  (+/- 180 meters Scaled)
 MS0220
 MS0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM391227(NAD 83)
 MS0220
 MS0220                          SUPERSEDED SURVEY CONTROL
 MS0220
 MS0220  NGVD 29 (??/??/92) 1287.349  (m)         4223.58   (f) ADJ UNCH    1 2
 MS0220
 MS0220.Superseded values are not recommended for survey control.
 MS0220
 MS0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0220.See file dsdata.pdf to determine how the superseded data were derived.
 MS0220
 MS0220_MARKER: DB = BENCH MARK DISK
 MS0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0220_STAMPING: L 60 1934
 MS0220_MARK LOGO: CGS
 MS0220_PROJECTION: PROJECTING 30 CENTIMETERS
 MS0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0220+STABILITY: SURFACE MOTION
 MS0220
 MS0220  HISTORY     - Date     Condition        Report By
 MS0220  HISTORY     - 1934     MONUMENTED       CGS
 MS0220  HISTORY     - 1953     GOOD             CGS
 MS0220  HISTORY     - 1984     GOOD             NGS
 MS0220
 MS0220                          STATION DESCRIPTION
 MS0220
 MS0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0220'2.6 MI N FROM LOCOMOTIVE SPRINGS.
 MS0220'1.4 MILES NORTHEAST ALONG A DIRT ROAD FROM THE NORTHWEST SPRING OF
 MS0220'LOCOMOTIVE SPRINGS, THENCE 1.2 MILES WEST ALONG A GRAVELED ROAD ON THE
 MS0220'ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED.  0.1 MILE WEST OF THE
 MS0220'INTERSECTION OF A DIM TRACK ROAD, 155 FEET SOUTHWEST OF TELEPHONE POLE
 MS0220'25B, 81 FEET SOUTH OF AND ACROSS THE ROAD FROM MILEPOLE 743, 47 FEET
 MS0220'SOUTH OF THE CENTER LINE OF THE ROAD, 1.4 FEET NORTH OF A WITNESS
 MS0220'POST, ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 MS0220'CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 MS0220
 MS0220                          STATION RECOVERY (1984)
 MS0220
 MS0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0220'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.83 KM
 MS0220'(9.22 MI) EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE IN PARK
 MS0220'VALLEY, THENCE 10.94 KM (6.80 MI) SOUTH ALONG A DIRT ROAD, THENCE
 MS0220'14.66 KM (9.11 MI) EAST ALONG THE OLD CENTRAL PACIFIC RAILROAD GRADE,
 MS0220'0.12 KM (0.07 MI) NORTHWEST OF THE JUNCTION OF A TRACK ROAD LEADING
 MS0220'SOUTH TO LOCOMOTIVE SPRINGS, 14.6 METERS (48 FT) SOUTHWEST OF THE
 MS0220'CENTER OF THE OLD RAILROAD BED AND 9.5 METERS (31 FT) NORTHEAST OF THE
 MS0220'CENTER OF THE TRACK ROAD.  NOTE--A NEW LAYER OF CONCRETE WAS APPLIED
 MS0220'TO THE TOP OF THE CONCRETE POST AROUND THE DISK BY THIS UNIT.
 MS0220'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 MS0220'THE MARK IS 0.5 M BELOW THE RAILROAD BED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0044 ***********************************************************************
 LP0044  DESIGNATION -  L 62
 LP0044  PID         -  LP0044
 LP0044  STATE/COUNTY-  UT/TOOELE
 LP0044  COUNTRY     -  US
 LP0044  USGS QUAD   -  SAINT JOHN (2017)
 LP0044
 LP0044                         *CURRENT SURVEY CONTROL
 LP0044  ______________________________________________________________________
 LP0044* NAD 83(1986) POSITION- 40 21 12.     (N) 112 27 08.     (W)   SCALED
 LP0044* NAVD 88 ORTHO HEIGHT -  1544.849 (meters)     5068.39  (feet) ADJUSTED
 LP0044  ______________________________________________________________________
 LP0044  GEOID HEIGHT    -        -17.637 (meters)                     GEOID18
 LP0044  DYNAMIC HEIGHT  -       1543.486 (meters)     5063.92  (feet) COMP
 LP0044  MODELED GRAVITY -    979,689.5   (mgal)                       NAVD 88
 LP0044
 LP0044  VERT ORDER      -  FIRST     CLASS II
 LP0044
 LP0044.The horizontal coordinates were scaled from a map and have
 LP0044.an estimated accuracy of +/- 6 seconds.
 LP0044
 LP0044.The orthometric height was determined by differential leveling and
 LP0044.adjusted by the NATIONAL GEODETIC SURVEY
 LP0044.in June 1991.
 LP0044
 LP0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0044.GEOID18 height accuracy estimate available here.
 LP0044
 LP0044.Click photographs - Photos may exist for this station.
 LP0044
 LP0044.The dynamic height is computed by dividing the NAVD 88
 LP0044.geopotential number by the normal gravity value computed on the
 LP0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0044.degrees latitude (g = 980.6199 gals.).
 LP0044
 LP0044.The modeled gravity was interpolated from observed gravity values.
 LP0044
 LP0044;                    North         East    Units  Estimated Accuracy
 LP0044;SPC UT C     - 2,224,690.      419,110.      MT  (+/- 180 meters Scaled)
 LP0044
 LP0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK766679(NAD 83)
 LP0044
 LP0044                          SUPERSEDED SURVEY CONTROL
 LP0044
 LP0044  NGVD 29 (??/??/92) 1543.687  (m)         5064.58   (f) ADJ UNCH    1 2
 LP0044
 LP0044.Superseded values are not recommended for survey control.
 LP0044
 LP0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0044.See file dsdata.pdf to determine how the superseded data were derived.
 LP0044
 LP0044_MARKER: DB = BENCH MARK DISK
 LP0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0044_STAMPING: L 62 1934
 LP0044_MARK LOGO: CGS
 LP0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0044+STABILITY: SURFACE MOTION
 LP0044
 LP0044  HISTORY     - Date     Condition        Report By
 LP0044  HISTORY     - 1934     MONUMENTED       CGS
 LP0044
 LP0044                          STATION DESCRIPTION
 LP0044
 LP0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0044'IN ST. JOHN.
 LP0044'AT THE SOUTH EDGE OF ST. JOHN, TOOELE COUNTY, ON THE OLD LINCOLN
 LP0044'HIGHWAY, 129 FEET SOUTHEAST OF THE EAST END OF A 24-INCH CULVERT, 65
 LP0044'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 28 FEET SOUTH OF A
 LP0044'FENCE CORNER.  A STANDARD DISK, STAMPED L 62 1934 AND SET IN THE TOP
 LP0044'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0098 ***********************************************************************
 LO0098  DESIGNATION -  L 65
 LO0098  PID         -  LO0098
 LO0098  STATE/COUNTY-  UT/DUCHESNE
 LO0098  COUNTRY     -  US
 LO0098  USGS QUAD   -  BUCK KNOLL (2017)
 LO0098
 LO0098                         *CURRENT SURVEY CONTROL
 LO0098  ______________________________________________________________________
 LO0098* NAD 83(1986) POSITION- 40 01 16.     (N) 110 33 28.     (W)   SCALED
 LO0098* NAVD 88 ORTHO HEIGHT -  2036.058 (meters)     6679.97  (feet) POSTED
 LO0098  ______________________________________________________________________
 LO0098  GEOID HEIGHT    -        -16.540 (meters)                     GEOID18
 LO0098  DYNAMIC HEIGHT  -       2033.95  (meters)     6673.1   (feet) COMP
 LO0098  MODELED GRAVITY -    979,520.8   (mgal)                       NAVD 88
 LO0098
 LO0098  VERT ORDER      -  * POSTED, SEE BELOW
 LO0098
 LO0098.The horizontal coordinates were scaled from a map and have
 LO0098.an estimated accuracy of +/- 6 seconds.
 LO0098
 LO0098.The orthometric height was determined by differential leveling
 LO0098.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LO0098
 LO0098.* This is a POSTED BENCH MARK height.
 LO0098
 LO0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0098.GEOID18 height accuracy estimate available here.
 LO0098
 LO0098.Click photographs - Photos may exist for this station.
 LO0098
 LO0098.The dynamic height is computed by dividing the NAVD 88
 LO0098.geopotential number by the normal gravity value computed on the
 LO0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0098.degrees latitude (g = 980.6199 gals.).
 LO0098
 LO0098.The modeled gravity was interpolated from observed gravity values.
 LO0098
 LO0098;                    North         East    Units  Estimated Accuracy
 LO0098;SPC UT C     - 2,187,800.      580,430.      MT  (+/- 180 meters Scaled)
 LO0098
 LO0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK377301(NAD 83)
 LO0098
 LO0098                          SUPERSEDED SURVEY CONTROL
 LO0098
 LO0098  NGVD 29 (??/??/92) 2034.710  (m)         6675.54   (f) ADJ UNCH    1 2
 LO0098
 LO0098.Superseded values are not recommended for survey control.
 LO0098
 LO0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0098.See file dsdata.pdf to determine how the superseded data were derived.
 LO0098
 LO0098_MARKER: DB = BENCH MARK DISK
 LO0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0098_STAMPING: L 65 1934
 LO0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0098+STABILITY: SURFACE MOTION
 LO0098
 LO0098  HISTORY     - Date     Condition        Report By
 LO0098  HISTORY     - 1934     MONUMENTED       CGS
 LO0098  HISTORY     - 1959     MARK NOT FOUND   USGS
 LO0098
 LO0098                          STATION DESCRIPTION
 LO0098
 LO0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0098'13.7 MI SW FROM DUCHESNE.
 LO0098'13.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM DUCHESNE, DUCHESNE
 LO0098'COUNTY, 59 FEET WEST OF POLE 1408, 32 FEET SOUTH OF A ROAD LEADING TO
 LO0098'CRIPPLE CREEK, AND 26 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A
 LO0098'STANDARD DISK, STAMPED L 65 1934 AND SET IN THE TOP OF A CONCRETE
 LO0098'POST.
 LO0098
 LO0098                          STATION RECOVERY (1959)
 LO0098
 LO0098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LO0098'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0136 ***********************************************************************
 LP0136  DESIGNATION -  L 67
 LP0136  PID         -  LP0136
 LP0136  STATE/COUNTY-  UT/TOOELE
 LP0136  COUNTRY     -  US
 LP0136  USGS QUAD   -  DUGWAY PROVING GROUND NE (2017)
 LP0136
 LP0136                         *CURRENT SURVEY CONTROL
 LP0136  ______________________________________________________________________
 LP0136* NAD 83(1986) POSITION- 40 11 10.87   (N) 113 06 13.93   (W)   HD_HELD1
 LP0136* NAVD 88 ORTHO HEIGHT -  1313.144 (meters)     4308.21  (feet) ADJUSTED
 LP0136  ______________________________________________________________________
 LP0136  GEOID HEIGHT    -        -18.729 (meters)                     GEOID18
 LP0136  DYNAMIC HEIGHT  -       1312.081 (meters)     4304.72  (feet) COMP
 LP0136  MODELED GRAVITY -    979,770.3   (mgal)                       NAVD 88
 LP0136
 LP0136  VERT ORDER      -  FIRST     CLASS II
 LP0136
 LP0136.The horizontal coordinates were determined by differentially corrected
 LP0136.hand held GPS observations or other comparable positioning techniques
 LP0136.and have an estimated accuracy of +/- 3 meters.
 LP0136
 LP0136.The orthometric height was determined by differential leveling and
 LP0136.adjusted by the NATIONAL GEODETIC SURVEY
 LP0136.in June 1991.
 LP0136
 LP0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0136.GEOID18 height accuracy estimate available here.
 LP0136
 LP0136.Click photographs - Photos may exist for this station.
 LP0136
 LP0136.The dynamic height is computed by dividing the NAVD 88
 LP0136.geopotential number by the normal gravity value computed on the
 LP0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0136.degrees latitude (g = 980.6199 gals.).
 LP0136
 LP0136.The modeled gravity was interpolated from observed gravity values.
 LP0136
 LP0136;                    North         East    Units  Estimated Accuracy
 LP0136;SPC UT C     - 2,206,945.9     363,431.0     MT  (+/- 3 meters HH1 GPS) 
 LP0136
 LP0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK2089650563(NAD 83)
 LP0136
 LP0136                          SUPERSEDED SURVEY CONTROL
 LP0136
 LP0136  NGVD 29 (??/??/92) 1312.132  (m)         4304.89   (f) ADJ UNCH    1 2
 LP0136
 LP0136.Superseded values are not recommended for survey control.
 LP0136
 LP0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0136.See file dsdata.pdf to determine how the superseded data were derived.
 LP0136
 LP0136_MARKER: DB = BENCH MARK DISK
 LP0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0136_STAMPING: L 67 1934
 LP0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0136+STABILITY: SURFACE MOTION
 LP0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0136+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2015
 LP0136
 LP0136  HISTORY     - Date     Condition        Report By
 LP0136  HISTORY     - 1934     MONUMENTED       CGS
 LP0136  HISTORY     - 20150316 GOOD             INDIV
 LP0136
 LP0136                          STATION DESCRIPTION
 LP0136
 LP0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0136'24.9 MI W FROM ORRS RANCH.
 LP0136'ABOUT 24.9 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0136'TOOELE COUNTY, AND 43 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY. A
 LP0136'STANDARD DISK, STAMPED L 67 1934 AND SET IN THE TOP OF A CONCRETE
 LP0136'POST.
 LP0136
 LP0136                          STATION RECOVERY (2015)
 LP0136
 LP0136'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (TS)
 LP0136'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0177 ***********************************************************************
 LP0177  DESIGNATION -  L 68
 LP0177  PID         -  LP0177
 LP0177  STATE/COUNTY-  UT/TOOELE
 LP0177  COUNTRY     -  US
 LP0177  USGS QUAD   -  IBAPAH (2017)
 LP0177
 LP0177                         *CURRENT SURVEY CONTROL
 LP0177  ______________________________________________________________________
 LP0177* NAD 83(1986) POSITION- 40 06 00.     (N) 113 54 46.     (W)   SCALED
 LP0177* NAVD 88 ORTHO HEIGHT -  1767.894 (meters)     5800.17  (feet) ADJUSTED
 LP0177  ______________________________________________________________________
 LP0177  GEOID HEIGHT    -        -18.840 (meters)                     GEOID18
 LP0177  DYNAMIC HEIGHT  -       1766.288 (meters)     5794.90  (feet) COMP
 LP0177  MODELED GRAVITY -    979,654.6   (mgal)                       NAVD 88
 LP0177
 LP0177  VERT ORDER      -  FIRST     CLASS II
 LP0177
 LP0177.The horizontal coordinates were scaled from a map and have
 LP0177.an estimated accuracy of +/- 6 seconds.
 LP0177
 LP0177.The orthometric height was determined by differential leveling and
 LP0177.adjusted by the NATIONAL GEODETIC SURVEY
 LP0177.in June 1991.
 LP0177
 LP0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0177.GEOID18 height accuracy estimate available here.
 LP0177
 LP0177.Click photographs - Photos may exist for this station.
 LP0177
 LP0177.The dynamic height is computed by dividing the NAVD 88
 LP0177.geopotential number by the normal gravity value computed on the
 LP0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0177.degrees latitude (g = 980.6199 gals.).
 LP0177
 LP0177.The modeled gravity was interpolated from observed gravity values.
 LP0177
 LP0177;                    North         East    Units  Estimated Accuracy
 LP0177;SPC UT C     - 2,198,910.      294,310.      MT  (+/- 180 meters Scaled)
 LP0177
 LP0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK517429(NAD 83)
 LP0177
 LP0177                          SUPERSEDED SURVEY CONTROL
 LP0177
 LP0177  NGVD 29 (??/??/92) 1766.783  (m)         5796.52   (f) ADJ UNCH    1 2
 LP0177
 LP0177.Superseded values are not recommended for survey control.
 LP0177
 LP0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0177.See file dsdata.pdf to determine how the superseded data were derived.
 LP0177
 LP0177_MARKER: DB = BENCH MARK DISK
 LP0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0177_STAMPING: L 68 1934
 LP0177_MARK LOGO: CGS
 LP0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0177+STABILITY: SURFACE MOTION
 LP0177
 LP0177  HISTORY     - Date     Condition        Report By
 LP0177  HISTORY     - 1934     MONUMENTED       CGS
 LP0177
 LP0177                          STATION DESCRIPTION
 LP0177
 LP0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0177'6.5 MI E FROM IBAPAH.
 LP0177'ABOUT 6.5 MILES EAST ALONG THE OLD LINCOLN HIGHWAY FROM IBAPAH, TOOELE
 LP0177'COUNTY, AT THE TOP OF A SMALL RIDGE, ABOUT 30 YARDS WEST OF A POINT
 LP0177'WHERE THE ROAD CROSSES A SMALL RAVINE ON THE EAST SIDE OF THE RIDGE,
 LP0177'ABOUT 65 YARDS EAST OF A POINT WHERE THE ROAD CROSSES A SOMEWHAT
 LP0177'LARGER RAVINE ON THE WEST SIDE OF THE RIDGE, AND 30 FEET NORTH OF THE
 LP0177'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED L 68 1934 AND SET
 LP0177'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0338 ***********************************************************************
 KO0338  DESIGNATION -  L 74
 KO0338  PID         -  KO0338
 KO0338  STATE/COUNTY-  UT/MILLARD
 KO0338  COUNTRY     -  US
 KO0338  USGS QUAD   -  COWBOY PASS (2017)
 KO0338
 KO0338                         *CURRENT SURVEY CONTROL
 KO0338  ______________________________________________________________________
 KO0338* NAD 83(1986) POSITION- 39 18 16.     (N) 113 44 22.     (W)   SCALED
 KO0338* NAVD 88 ORTHO HEIGHT -  1705.320 (meters)     5594.87  (feet) ADJUSTED
 KO0338  ______________________________________________________________________
 KO0338  GEOID HEIGHT    -        -19.826 (meters)                     GEOID18
 KO0338  DYNAMIC HEIGHT  -       1703.654 (meters)     5589.40  (feet) COMP
 KO0338  MODELED GRAVITY -    979,589.3   (mgal)                       NAVD 88
 KO0338
 KO0338  VERT ORDER      -  SECOND    CLASS 0
 KO0338
 KO0338.The horizontal coordinates were scaled from a map and have
 KO0338.an estimated accuracy of +/- 6 seconds.
 KO0338
 KO0338.The orthometric height was determined by differential leveling and
 KO0338.adjusted by the NATIONAL GEODETIC SURVEY
 KO0338.in June 1991.
 KO0338
 KO0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0338.GEOID18 height accuracy estimate available here.
 KO0338
 KO0338.Click photographs - Photos may exist for this station.
 KO0338
 KO0338.The dynamic height is computed by dividing the NAVD 88
 KO0338.geopotential number by the normal gravity value computed on the
 KO0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0338.degrees latitude (g = 980.6199 gals.).
 KO0338
 KO0338.The modeled gravity was interpolated from observed gravity values.
 KO0338
 KO0338;                    North         East    Units  Estimated Accuracy
 KO0338;SPC UT C     - 2,110,230.      306,870.      MT  (+/- 180 meters Scaled)
 KO0338
 KO0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ637541(NAD 83)
 KO0338
 KO0338                          SUPERSEDED SURVEY CONTROL
 KO0338
 KO0338  NGVD 29 (??/??/92) 1704.157  (m)         5591.06   (f) ADJ UNCH    2 0
 KO0338
 KO0338.Superseded values are not recommended for survey control.
 KO0338
 KO0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0338.See file dsdata.pdf to determine how the superseded data were derived.
 KO0338
 KO0338_MARKER: DB = BENCH MARK DISK
 KO0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0338_STAMPING: L 74 1934
 KO0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0338+STABILITY: SURFACE MOTION
 KO0338
 KO0338  HISTORY     - Date     Condition        Report By
 KO0338  HISTORY     - 1934     MONUMENTED       CGS
 KO0338  HISTORY     - 1958     GOOD             USGS
 KO0338  HISTORY     - 1984     GOOD             DMA
 KO0338
 KO0338                          STATION DESCRIPTION
 KO0338
 KO0338'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 KO0338'15.5 MI E FROM ROBINSONS RANCH.
 KO0338'15.5 MILES EAST ALONG OLD U.S. HIGHWAY 6 FROM ROBINSONS RANCH, MILLARD
 KO0338'COUNTY, 230 FEET WEST OF THE FOOT OF A LARGE ROUND ROCKY HILL, 92 FEET
 KO0338'WEST OF THE OLD ROAD, AND 57 FEET EAST OF THE CENTERLINE OF THE ROAD.
 KO0338'A STANDARD DISK STAMPED L-74 1934, AND SET IN THE TOP OF A CONCRETE
 KO0338'POST.
 KO0338
 KO0338                          STATION RECOVERY (1984)
 KO0338
 KO0338'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 KO0338'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0357 ***********************************************************************
 KO0357  DESIGNATION -  L 75
 KO0357  PID         -  KO0357
 KO0357  STATE/COUNTY-  UT/JUAB
 KO0357  COUNTRY     -  US
 KO0357  USGS QUAD   -  TROUT CREEK SW (2017)
 KO0357
 KO0357                         *CURRENT SURVEY CONTROL
 KO0357  ______________________________________________________________________
 KO0357* NAD 83(1986) POSITION- 39 35 26.     (N) 113 55 03.     (W)   SCALED
 KO0357* NAVD 88 ORTHO HEIGHT -  1484.944 (meters)     4871.85  (feet) ADJUSTED
 KO0357  ______________________________________________________________________
 KO0357  GEOID HEIGHT    -        -19.693 (meters)                     GEOID18
 KO0357  DYNAMIC HEIGHT  -       1483.559 (meters)     4867.31  (feet) COMP
 KO0357  MODELED GRAVITY -    979,642.2   (mgal)                       NAVD 88
 KO0357
 KO0357  VERT ORDER      -  SECOND    CLASS 0
 KO0357
 KO0357.The horizontal coordinates were scaled from a map and have
 KO0357.an estimated accuracy of +/- 6 seconds.
 KO0357
 KO0357.The orthometric height was determined by differential leveling and
 KO0357.adjusted by the NATIONAL GEODETIC SURVEY
 KO0357.in June 1991.
 KO0357
 KO0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0357.GEOID18 height accuracy estimate available here.
 KO0357
 KO0357.Click photographs - Photos may exist for this station.
 KO0357
 KO0357.The dynamic height is computed by dividing the NAVD 88
 KO0357.geopotential number by the normal gravity value computed on the
 KO0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0357.degrees latitude (g = 980.6199 gals.).
 KO0357
 KO0357.The modeled gravity was interpolated from observed gravity values.
 KO0357
 KO0357;                    North         East    Units  Estimated Accuracy
 KO0357;SPC UT C     - 2,142,380.      292,380.      MT  (+/- 180 meters Scaled)
 KO0357
 KO0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ494863(NAD 83)
 KO0357
 KO0357                          SUPERSEDED SURVEY CONTROL
 KO0357
 KO0357  NGVD 29 (??/??/92) 1483.848  (m)         4868.26   (f) ADJ UNCH    2 0
 KO0357
 KO0357.Superseded values are not recommended for survey control.
 KO0357
 KO0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0357.See file dsdata.pdf to determine how the superseded data were derived.
 KO0357
 KO0357_MARKER: DB = BENCH MARK DISK
 KO0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0357_STAMPING: L 75 1934
 KO0357_MARK LOGO: CGS
 KO0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0357+STABILITY: SURFACE MOTION
 KO0357
 KO0357  HISTORY     - Date     Condition        Report By
 KO0357  HISTORY     - 1934     MONUMENTED       CGS
 KO0357  HISTORY     - 20031021 GOOD             USGS-R
 KO0357
 KO0357                          STATION DESCRIPTION
 KO0357
 KO0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0357'8.9 MI S FROM TROUT CREEK.
 KO0357'8.9 MILES SOUTH ALONG THE ROAD LEADING TO ROBINSON RANCH FROM THE OLD
 KO0357'POST OFFICE AT TROUT CREEK, 260 FEET NORTH OF A SIDE ROAD LEADING
 KO0357'WEST, AND 54 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD.  SET IN
 KO0357'THE TOP OF A CONCRETE POST.
 KO0357
 KO0357                          STATION RECOVERY (2003)
 KO0357
 KO0357'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 2003 (JMM)
 KO0357'WEST DESERT SCHOOL AT PARTOUN, 4.0 MILES SOUTH ALONG A GRAVEL ROAD,
 KO0357'260 FEET NORTH OF A ROAD LEADING WEST AND 54 FEET EAST OF THE CENTER
 KO0357'LINE OF THE MAIN ROAD. SET IN CONCRETE POST AND STAMPED L 75 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0174 ***********************************************************************
 LP0174  DESIGNATION -  L 76
 LP0174  PID         -  LP0174
 LP0174  STATE/COUNTY-  UT/TOOELE
 LP0174  COUNTRY     -  US
 LP0174  USGS QUAD   -  GOLD HILL (2017)
 LP0174
 LP0174                         *CURRENT SURVEY CONTROL
 LP0174  ______________________________________________________________________
 LP0174* NAD 83(1986) POSITION- 40 08 33.     (N) 113 50 24.     (W)   SCALED
 LP0174* NAVD 88 ORTHO HEIGHT -  1725.170 (meters)     5660.00  (feet) ADJUSTED
 LP0174  ______________________________________________________________________
 LP0174  GEOID HEIGHT    -        -18.833 (meters)                     GEOID18
 LP0174  DYNAMIC HEIGHT  -       1723.626 (meters)     5654.93  (feet) COMP
 LP0174  MODELED GRAVITY -    979,669.2   (mgal)                       NAVD 88
 LP0174
 LP0174  VERT ORDER      -  FIRST     CLASS II
 LP0174
 LP0174.The horizontal coordinates were scaled from a map and have
 LP0174.an estimated accuracy of +/- 6 seconds.
 LP0174
 LP0174.The orthometric height was determined by differential leveling and
 LP0174.adjusted by the NATIONAL GEODETIC SURVEY
 LP0174.in June 1991.
 LP0174
 LP0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0174.GEOID18 height accuracy estimate available here.
 LP0174
 LP0174.Click photographs - Photos may exist for this station.
 LP0174
 LP0174.The dynamic height is computed by dividing the NAVD 88
 LP0174.geopotential number by the normal gravity value computed on the
 LP0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0174.degrees latitude (g = 980.6199 gals.).
 LP0174
 LP0174.The modeled gravity was interpolated from observed gravity values.
 LP0174
 LP0174;                    North         East    Units  Estimated Accuracy
 LP0174;SPC UT C     - 2,203,460.      300,630.      MT  (+/- 180 meters Scaled)
 LP0174
 LP0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK580474(NAD 83)
 LP0174
 LP0174                          SUPERSEDED SURVEY CONTROL
 LP0174
 LP0174  NGVD 29 (??/??/92) 1724.072  (m)         5656.39   (f) ADJ UNCH    1 2
 LP0174
 LP0174.Superseded values are not recommended for survey control.
 LP0174
 LP0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0174.See file dsdata.pdf to determine how the superseded data were derived.
 LP0174
 LP0174_MARKER: DB = BENCH MARK DISK
 LP0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0174_STAMPING: L 76 1934
 LP0174_MARK LOGO: CGS
 LP0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0174+STABILITY: SURFACE MOTION
 LP0174
 LP0174  HISTORY     - Date     Condition        Report By
 LP0174  HISTORY     - 1934     MONUMENTED       CGS
 LP0174
 LP0174                          STATION DESCRIPTION
 LP0174
 LP0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0174'2.0 MI S FROM GOLD HILL.
 LP0174'ABOUT 2.0 MILES SOUTH ALONG THE OLD LINCOLN HIGHWAY FROM THE DEEP
 LP0174'CREEK RAILROAD STATION AT GOLD HILL, TOOELE COUNTY, 62 FEET WEST OF
 LP0174'THE CENTER LINE OF THE HIGHWAY, 14 FEET SOUTH OF A SMALL EAST-AND-WEST
 LP0174'DRY WASH, AND 12 FEET WEST OF THE WEST EDGE OF A LARGE SANDY DRY WASH.
 LP0174'A STANDARD DISK, STAMPED L 76 1934 AND SET IN THE TOP OF A CONCRETE
 LP0174'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0106 ***********************************************************************
 LP0106  DESIGNATION -  L 77
 LP0106  PID         -  LP0106
 LP0106  STATE/COUNTY-  UT/TOOELE
 LP0106  COUNTRY     -  US
 LP0106  USGS QUAD   -  LOW (2017)
 LP0106
 LP0106                         *CURRENT SURVEY CONTROL
 LP0106  ______________________________________________________________________
 LP0106* NAD 83(1986) POSITION- 40 48 57.     (N) 112 54 42.     (W)   SCALED
 LP0106* NAVD 88 ORTHO HEIGHT -  1407.270 (meters)     4617.02  (feet) ADJUSTED
 LP0106  ______________________________________________________________________
 LP0106  GEOID HEIGHT    -        -17.406 (meters)                     GEOID18
 LP0106  DYNAMIC HEIGHT  -       1406.205 (meters)     4613.52  (feet) COMP
 LP0106  MODELED GRAVITY -    979,818.5   (mgal)                       NAVD 88
 LP0106
 LP0106  VERT ORDER      -  SECOND    CLASS 0
 LP0106
 LP0106.The horizontal coordinates were scaled from a map and have
 LP0106.an estimated accuracy of +/- 6 seconds.
 LP0106
 LP0106.The orthometric height was determined by differential leveling and
 LP0106.adjusted by the NATIONAL GEODETIC SURVEY
 LP0106.in June 1991.
 LP0106
 LP0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0106.GEOID18 height accuracy estimate available here.
 LP0106
 LP0106.Click photographs - Photos may exist for this station.
 LP0106
 LP0106.The dynamic height is computed by dividing the NAVD 88
 LP0106.geopotential number by the normal gravity value computed on the
 LP0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0106.degrees latitude (g = 980.6199 gals.).
 LP0106
 LP0106.The modeled gravity was interpolated from observed gravity values.
 LP0106
 LP0106;                    North         East    Units  Estimated Accuracy
 LP0106;SPC UT C     - 2,276,560.      380,900.      MT  (+/- 180 meters Scaled)
 LP0106
 LP0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL387200(NAD 83)
 LP0106
 LP0106                          SUPERSEDED SURVEY CONTROL
 LP0106
 LP0106  NGVD 29 (??/??/92) 1406.235  (m)         4613.62   (f) ADJ UNCH    2 0
 LP0106
 LP0106.Superseded values are not recommended for survey control.
 LP0106
 LP0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0106.See file dsdata.pdf to determine how the superseded data were derived.
 LP0106
 LP0106_MARKER: DB = BENCH MARK DISK
 LP0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LP0106_SP_SET: UNDERPASS
 LP0106_STAMPING: L 77 1934
 LP0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0106
 LP0106  HISTORY     - Date     Condition        Report By
 LP0106  HISTORY     - 1934     MONUMENTED       CGS
 LP0106
 LP0106                          STATION DESCRIPTION
 LP0106
 LP0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0106'23.7 MI E FROM KNOLLS.
 LP0106'23.7 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM KNOLLS, TOOELE
 LP0106'COUNTY, 155 FEET SOUTHWEST OF MILEPOST 869, AT HIGHWAY UNDERPASS
 LP0106'868.97, IN THE TOP OF THE NORTHWEST CONCRETE WING WALL, AND 12 FEET
 LP0106'WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED L 77
 LP0106'1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0264 ***********************************************************************
 KO0264  DESIGNATION -  L 78
 KO0264  PID         -  KO0264
 KO0264  STATE/COUNTY-  UT/MILLARD
 KO0264  COUNTRY     -  US
 KO0264  USGS QUAD   -  SMELTER KNOLLS WEST (2017)
 KO0264
 KO0264                         *CURRENT SURVEY CONTROL
 KO0264  ______________________________________________________________________
 KO0264* NAD 83(1986) POSITION- 39 27 44.     (N) 112 55 41.     (W)   SCALED
 KO0264* NAVD 88 ORTHO HEIGHT -  1488.809 (meters)     4884.53  (feet) ADJUSTED
 KO0264  ______________________________________________________________________
 KO0264  GEOID HEIGHT    -        -19.571 (meters)                     GEOID18
 KO0264  DYNAMIC HEIGHT  -       1487.437 (meters)     4880.03  (feet) COMP
 KO0264  MODELED GRAVITY -    979,653.6   (mgal)                       NAVD 88
 KO0264
 KO0264  VERT ORDER      -  SECOND    CLASS 0
 KO0264
 KO0264.The horizontal coordinates were scaled from a map and have
 KO0264.an estimated accuracy of +/- 6 seconds.
 KO0264
 KO0264.The orthometric height was determined by differential leveling and
 KO0264.adjusted by the NATIONAL GEODETIC SURVEY
 KO0264.in June 1991.
 KO0264
 KO0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0264.GEOID18 height accuracy estimate available here.
 KO0264
 KO0264.Click photographs - Photos may exist for this station.
 KO0264
 KO0264.The dynamic height is computed by dividing the NAVD 88
 KO0264.geopotential number by the normal gravity value computed on the
 KO0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0264.degrees latitude (g = 980.6199 gals.).
 KO0264
 KO0264.The modeled gravity was interpolated from observed gravity values.
 KO0264
 KO0264;                    North         East    Units  Estimated Accuracy
 KO0264;SPC UT C     - 2,126,310.      377,120.      MT  (+/- 180 meters Scaled)
 KO0264
 KO0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ341698(NAD 83)
 KO0264
 KO0264                          SUPERSEDED SURVEY CONTROL
 KO0264
 KO0264  NGVD 29 (??/??/92) 1487.689  (m)         4880.86   (f) ADJ UNCH    2 0
 KO0264
 KO0264.Superseded values are not recommended for survey control.
 KO0264
 KO0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0264.See file dsdata.pdf to determine how the superseded data were derived.
 KO0264
 KO0264_MARKER: DB = BENCH MARK DISK
 KO0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0264_STAMPING: L 78 1934
 KO0264_MARK LOGO: CGS
 KO0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0264+STABILITY: SURFACE MOTION
 KO0264
 KO0264  HISTORY     - Date     Condition        Report By
 KO0264  HISTORY     - 1934     MONUMENTED       CGS
 KO0264
 KO0264                          STATION DESCRIPTION
 KO0264
 KO0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0264'13.6 MI NW FROM ABRAHAM.
 KO0264'13.6 MILES NORTHWEST ALONG THE HINCKLEY-CALLAO ROAD FROM ABRAHAM, AT
 KO0264'THE CENTER OF LARGE S-CURVE, 200 FEET EAST OF SMALL ROCKY RIDGE, AND
 KO0264'36 FEET NORTH OF CENTERLINE OF ROAD.  SET IN TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0302 ***********************************************************************
 KO0302  DESIGNATION -  L 79
 KO0302  PID         -  KO0302
 KO0302  STATE/COUNTY-  UT/JUAB
 KO0302  COUNTRY     -  US
 KO0302  USGS QUAD   -  FISH SPRINGS NW (2017)
 KO0302
 KO0302                         *CURRENT SURVEY CONTROL
 KO0302  ______________________________________________________________________
 KO0302* NAD 83(1986) POSITION- 39 53 14.     (N) 113 24 51.     (W)   SCALED
 KO0302* NAVD 88 ORTHO HEIGHT -  1313.746 (meters)     4310.18  (feet) ADJUSTED
 KO0302  ______________________________________________________________________
 KO0302  GEOID HEIGHT    -        -19.349 (meters)                     GEOID18
 KO0302  DYNAMIC HEIGHT  -       1312.644 (meters)     4306.57  (feet) COMP
 KO0302  MODELED GRAVITY -    979,741.7   (mgal)                       NAVD 88
 KO0302
 KO0302  VERT ORDER      -  SECOND    CLASS 0
 KO0302
 KO0302.The horizontal coordinates were scaled from a map and have
 KO0302.an estimated accuracy of +/- 6 seconds.
 KO0302
 KO0302.The orthometric height was determined by differential leveling and
 KO0302.adjusted by the NATIONAL GEODETIC SURVEY
 KO0302.in June 1991.
 KO0302
 KO0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0302.GEOID18 height accuracy estimate available here.
 KO0302
 KO0302.Click photographs - Photos may exist for this station.
 KO0302
 KO0302.The dynamic height is computed by dividing the NAVD 88
 KO0302.geopotential number by the normal gravity value computed on the
 KO0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0302.degrees latitude (g = 980.6199 gals.).
 KO0302
 KO0302.The modeled gravity was interpolated from observed gravity values.
 KO0302
 KO0302;                    North         East    Units  Estimated Accuracy
 KO0302;SPC UT C     - 2,174,260.      336,300.      MT  (+/- 180 meters Scaled)
 KO0302
 KO0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK935180(NAD 83)
 KO0302
 KO0302                          SUPERSEDED SURVEY CONTROL
 KO0302
 KO0302  NGVD 29 (??/??/92) 1312.745  (m)         4306.90   (f) ADJ UNCH    2 0
 KO0302
 KO0302.Superseded values are not recommended for survey control.
 KO0302
 KO0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0302.See file dsdata.pdf to determine how the superseded data were derived.
 KO0302
 KO0302_MARKER: DB = BENCH MARK DISK
 KO0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0302_STAMPING: L 79 1934
 KO0302_MARK LOGO: CGS
 KO0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0302+STABILITY: SURFACE MOTION
 KO0302
 KO0302  HISTORY     - Date     Condition        Report By
 KO0302  HISTORY     - 1934     MONUMENTED       CGS
 KO0302  HISTORY     - 1967     MARK NOT FOUND   USGS
 KO0302
 KO0302                          STATION DESCRIPTION
 KO0302
 KO0302'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 KO0302'IN FISH SPRINGS.
 KO0302'AT FISH SPRINGS, ON THE HINCKLEY-CALLAO ROAD, 98 FEET WEST OF THE WEST
 KO0302'EDGE OF LAKE, 66 FEET EAST OF FOOT OF LARGE ROCKY CLIFF, AND 32 FEET
 KO0302'WEST OF THE CENTERLINE OF ROAD.  SET IN TOP OF CONCRETE POST. NOTE--
 KO0302'NEW ROADS IN AREA MAY HAVE DESTROYED BENCH MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0307 ***********************************************************************
 HO0307  DESIGNATION -  L 8
 HO0307  PID         -  HO0307
 HO0307  STATE/COUNTY-  UT/IRON
 HO0307  COUNTRY     -  US
 HO0307  USGS QUAD   -  BERYL (2017)
 HO0307
 HO0307                         *CURRENT SURVEY CONTROL
 HO0307  ______________________________________________________________________
 HO0307* NAD 83(1986) POSITION- 37 53 45.     (N) 113 39 40.     (W)   SCALED
 HO0307* NAVD 88 ORTHO HEIGHT -  1571.554 (meters)     5156.01  (feet) ADJUSTED
 HO0307  ______________________________________________________________________
 HO0307  GEOID HEIGHT    -        -22.667 (meters)                     GEOID18
 HO0307  DYNAMIC HEIGHT  -       1569.835 (meters)     5150.37  (feet) COMP
 HO0307  MODELED GRAVITY -    979,481.1   (mgal)                       NAVD 88
 HO0307
 HO0307  VERT ORDER      -  FIRST     CLASS II
 HO0307
 HO0307.The horizontal coordinates were scaled from a map and have
 HO0307.an estimated accuracy of +/- 6 seconds.
 HO0307
 HO0307.The orthometric height was determined by differential leveling and
 HO0307.adjusted by the NATIONAL GEODETIC SURVEY
 HO0307.in June 1991.
 HO0307
 HO0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0307.GEOID18 height accuracy estimate available here.
 HO0307
 HO0307.Click photographs - Photos may exist for this station.
 HO0307
 HO0307.The dynamic height is computed by dividing the NAVD 88
 HO0307.geopotential number by the normal gravity value computed on the
 HO0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0307.degrees latitude (g = 980.6199 gals.).
 HO0307
 HO0307.The modeled gravity was interpolated from observed gravity values.
 HO0307
 HO0307;                    North         East    Units  Estimated Accuracy
 HO0307;SPC UT S     - 3,138,610.      309,940.      MT  (+/- 180 meters Scaled)
 HO0307
 HO0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG660975(NAD 83)
 HO0307
 HO0307                          SUPERSEDED SURVEY CONTROL
 HO0307
 HO0307  NGVD 29 (??/??/92) 1570.464  (m)         5152.43   (f) ADJ UNCH    1 2
 HO0307
 HO0307.Superseded values are not recommended for survey control.
 HO0307
 HO0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0307.See file dsdata.pdf to determine how the superseded data were derived.
 HO0307
 HO0307_MARKER: Q = CHISELED SQUARE
 HO0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HO0307_SP_SET: STEEL BASE
 HO0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0307
 HO0307  HISTORY     - Date     Condition        Report By
 HO0307  HISTORY     - 1908     MONUMENTED       CGS
 HO0307  HISTORY     - 1934     GOOD             CGS
 HO0307  HISTORY     - 1972     POOR             USGS
 HO0307  HISTORY     - 20120228 MARK NOT FOUND   GEOCAC
 HO0307
 HO0307                          STATION DESCRIPTION
 HO0307
 HO0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0307'IN BERYL.
 HO0307'AT BERYL, IRON COUNTY ON THE UNION PACIFIC RAILROAD, ABOUT 16 FEET
 HO0307'SOUTH OF THE CENTER LINE OF THE MAIN TRACK, AND ON THE STEEL BASE OF
 HO0307'THE NORTH ONE OF THE THREE WESTERLY WATER-TANK COLUMNS.  AN OUTLINED
 HO0307'SQUARE.
 HO0307
 HO0307                          STATION RECOVERY (1972)
 HO0307
 HO0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HO0307'MARK RECOVERED IN POOR CONDITION.
 HO0307
 HO0307                          STATION RECOVERY (2012)
 HO0307
 HO0307'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 HO0307'THE WATER TOWER HAS BEEN REMOVED AND NO EVIDENCE WAS FOUND OF THE
 HO0307'STEEL BASE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0209 ***********************************************************************
 LP0209  DESIGNATION -  L 80
 LP0209  PID         -  LP0209
 LP0209  STATE/COUNTY-  UT/TOOELE
 LP0209  COUNTRY     -  US
 LP0209  USGS QUAD   -  SILSBEE (2017)
 LP0209
 LP0209                         *CURRENT SURVEY CONTROL
 LP0209  ______________________________________________________________________
 LP0209* NAD 83(1986) POSITION- 40 44 12.     (N) 113 56 31.     (W)   SCALED
 LP0209* NAVD 88 ORTHO HEIGHT -  1285.670 (meters)     4218.07  (feet) ADJUSTED
 LP0209  ______________________________________________________________________
 LP0209  GEOID HEIGHT    -        -18.272 (meters)                     GEOID18
 LP0209  DYNAMIC HEIGHT  -       1284.674 (meters)     4214.80  (feet) COMP
 LP0209  MODELED GRAVITY -    979,805.6   (mgal)                       NAVD 88
 LP0209
 LP0209  VERT ORDER      -  SECOND    CLASS 0
 LP0209
 LP0209.The horizontal coordinates were scaled from a map and have
 LP0209.an estimated accuracy of +/- 6 seconds.
 LP0209
 LP0209.The orthometric height was determined by differential leveling and
 LP0209.adjusted by the NATIONAL GEODETIC SURVEY
 LP0209.in June 1991.
 LP0209
 LP0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0209.GEOID18 height accuracy estimate available here.
 LP0209
 LP0209.Click photographs - Photos may exist for this station.
 LP0209
 LP0209.The dynamic height is computed by dividing the NAVD 88
 LP0209.geopotential number by the normal gravity value computed on the
 LP0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0209.degrees latitude (g = 980.6199 gals.).
 LP0209
 LP0209.The modeled gravity was interpolated from observed gravity values.
 LP0209
 LP0209;                    North         East    Units  Estimated Accuracy
 LP0209;SPC UT C     - 2,269,640.      293,750.      MT  (+/- 180 meters Scaled)
 LP0209
 LP0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL515136(NAD 83)
 LP0209
 LP0209                          SUPERSEDED SURVEY CONTROL
 LP0209
 LP0209  NGVD 29 (??/??/92) 1284.701  (m)         4214.89   (f) ADJ UNCH    2 0
 LP0209
 LP0209.Superseded values are not recommended for survey control.
 LP0209
 LP0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0209.See file dsdata.pdf to determine how the superseded data were derived.
 LP0209
 LP0209_MARKER: DB = BENCH MARK DISK
 LP0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0209_STAMPING: L 80 1934
 LP0209_MARK LOGO: CGS
 LP0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0209+STABILITY: SURFACE MOTION
 LP0209
 LP0209  HISTORY     - Date     Condition        Report By
 LP0209  HISTORY     - 1934     MONUMENTED       CGS
 LP0209  HISTORY     - 1973     MARK NOT FOUND   USGS
 LP0209
 LP0209                          STATION DESCRIPTION
 LP0209
 LP0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0209'5.5 MI E FROM WENDOVER.
 LP0209'5.5 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE UTAH-NEVADA
 LP0209'STATE LINE AT WENDOVER, TOOELE COUNTY, 78 FEET NORTH OF MILEPOST 811,
 LP0209'92 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 40 AND 50, 28 FEET
 LP0209'NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 4 FEET LOWER THAN THE
 LP0209'RAIL.  A STANDARD DISK, STAMPED L 80 1934 AND SET IN THE TOP OF A
 LP0209'CONCRETE POST.
 LP0209
 LP0209                          STATION RECOVERY (1973)
 LP0209
 LP0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LP0209'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0461 ***********************************************************************
 MS0461  DESIGNATION -  L 81
 MS0461  PID         -  MS0461
 MS0461  STATE/COUNTY-  UT/BOX ELDER
 MS0461  COUNTRY     -  US
 MS0461  USGS QUAD   -  YOST (2017)
 MS0461
 MS0461                         *CURRENT SURVEY CONTROL
 MS0461  ______________________________________________________________________
 MS0461* NAD 83(1986) POSITION- 41 58 02.     (N) 113 34 11.     (W)   SCALED
 MS0461* NAVD 88 ORTHO HEIGHT -  1773.220 (meters)     5817.64  (feet) ADJUSTED
 MS0461  ______________________________________________________________________
 MS0461  GEOID HEIGHT    -        -14.770 (meters)                     GEOID18
 MS0461  DYNAMIC HEIGHT  -       1771.902 (meters)     5813.32  (feet) COMP
 MS0461  MODELED GRAVITY -    979,815.9   (mgal)                       NAVD 88
 MS0461
 MS0461  VERT ORDER      -  SECOND    CLASS 0
 MS0461
 MS0461.The horizontal coordinates were scaled from a map and have
 MS0461.an estimated accuracy of +/- 6 seconds.
 MS0461
 MS0461.The orthometric height was determined by differential leveling and
 MS0461.adjusted by the NATIONAL GEODETIC SURVEY
 MS0461.in June 1991.
 MS0461
 MS0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0461.GEOID18 height accuracy estimate available here.
 MS0461
 MS0461.Click photographs - Photos may exist for this station.
 MS0461
 MS0461.The dynamic height is computed by dividing the NAVD 88
 MS0461.geopotential number by the normal gravity value computed on the
 MS0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0461.degrees latitude (g = 980.6199 gals.).
 MS0461
 MS0461.The modeled gravity was interpolated from observed gravity values.
 MS0461
 MS0461;                    North         East    Units  Estimated Accuracy
 MS0461;SPC UT N     - 1,183,500.      328,440.      MT  (+/- 180 meters Scaled)
 MS0461
 MS0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM870493(NAD 83)
 MS0461
 MS0461                          SUPERSEDED SURVEY CONTROL
 MS0461
 MS0461  NGVD 29 (??/??/92) 1772.056  (m)         5813.82   (f) ADJ UNCH    2 0
 MS0461
 MS0461.Superseded values are not recommended for survey control.
 MS0461
 MS0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0461.See file dsdata.pdf to determine how the superseded data were derived.
 MS0461
 MS0461_MARKER: DB = BENCH MARK DISK
 MS0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0461_STAMPING: L 81 1934
 MS0461_MARK LOGO: CGS
 MS0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0461+STABILITY: SURFACE MOTION
 MS0461
 MS0461  HISTORY     - Date     Condition        Report By
 MS0461  HISTORY     - 1934     MONUMENTED       CGS
 MS0461  HISTORY     - 1957     MARK NOT FOUND   CGS
 MS0461
 MS0461                          STATION DESCRIPTION
 MS0461
 MS0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0461'12.0 MI W FROM STANDROD, ID.
 MS0461'IN BOX ELDER COUNTY, UTAH, 12.0 MILES WEST ALONG THE ROAD LEADING TO
 MS0461'OAKLEY FROM THE JUNCTION AT STANDROD, CASSIA COUNTY, IDAHO, 0.8 MILE
 MS0461'EAST AND ABOVE A FARMHOUSE, ON HILLSIDE, 100 FEET NORTH OF THE SOUTH
 MS0461'ROAD, AND 40 FEET SOUTH OF THE NORTH ROAD.  A STANDARD DISK, STAMPED L
 MS0461'81 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MS0461
 MS0461                          STATION RECOVERY (1957)
 MS0461
 MS0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MS0461'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0151 ***********************************************************************
 LP0151  DESIGNATION -  L 81
 LP0151  PID         -  LP0151
 LP0151  STATE/COUNTY-  UT/TOOELE
 LP0151  COUNTRY     -  US
 LP0151  USGS QUAD   -  DUGWAY PROVING GROUND SW (2017)
 LP0151
 LP0151                         *CURRENT SURVEY CONTROL
 LP0151  ______________________________________________________________________
 LP0151* NAD 83(1986) POSITION- 40 01 47.     (N) 113 13 29.     (W)   SCALED
 LP0151* NAVD 88 ORTHO HEIGHT -  1320.758 (meters)     4333.19  (feet) ADJUSTED
 LP0151  ______________________________________________________________________
 LP0151  GEOID HEIGHT    -        -18.996 (meters)                     GEOID18
 LP0151  DYNAMIC HEIGHT  -       1319.668 (meters)     4329.61  (feet) COMP
 LP0151  MODELED GRAVITY -    979,754.0   (mgal)                       NAVD 88
 LP0151
 LP0151  VERT ORDER      -  SECOND    CLASS 0
 LP0151
 LP0151.The horizontal coordinates were scaled from a map and have
 LP0151.an estimated accuracy of +/- 6 seconds.
 LP0151
 LP0151.The orthometric height was determined by differential leveling and
 LP0151.adjusted by the NATIONAL GEODETIC SURVEY
 LP0151.in June 1991.
 LP0151
 LP0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0151.GEOID18 height accuracy estimate available here.
 LP0151
 LP0151.Click photographs - Photos may exist for this station.
 LP0151
 LP0151.The dynamic height is computed by dividing the NAVD 88
 LP0151.geopotential number by the normal gravity value computed on the
 LP0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0151.degrees latitude (g = 980.6199 gals.).
 LP0151
 LP0151.The modeled gravity was interpolated from observed gravity values.
 LP0151
 LP0151;                    North         East    Units  Estimated Accuracy
 LP0151;SPC UT C     - 2,189,750.      352,810.      MT  (+/- 180 meters Scaled)
 LP0151
 LP0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK101334(NAD 83)
 LP0151
 LP0151                          SUPERSEDED SURVEY CONTROL
 LP0151
 LP0151  NGVD 29 (??/??/92) 1319.747  (m)         4329.87   (f) ADJ UNCH    2 0
 LP0151
 LP0151.Superseded values are not recommended for survey control.
 LP0151
 LP0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0151.See file dsdata.pdf to determine how the superseded data were derived.
 LP0151
 LP0151_MARKER: DB = BENCH MARK DISK
 LP0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0151_STAMPING: L 81 1934
 LP0151_MARK LOGO: CGS
 LP0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0151+STABILITY: SURFACE MOTION
 LP0151
 LP0151  HISTORY     - Date     Condition        Report By
 LP0151  HISTORY     - 1934     MONUMENTED       CGS
 LP0151
 LP0151                          STATION DESCRIPTION
 LP0151
 LP0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0151'20 MI W FROM ORRS RANCH.
 LP0151'ABOUT 20 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0151'TOOELE COUNTY, THENCE ABOUT 20.2 MILES SOUTHWEST ALONG THE ROAD
 LP0151'LEADING TO FISH SPRINGS, ABOUT 0.8 MILE NORTH OF A SIDE ROAD LEADING
 LP0151'SOUTHEAST, ABOUT 300 FEET NORTHEAST OF A SMALL RIDGE OF SAND HILLS,
 LP0151'AND 42 FEET WEST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 LP0151'STAMPED L 81 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0130 ***********************************************************************
 LQ0130  DESIGNATION -  L 83
 LQ0130  PID         -  LQ0130
 LQ0130  STATE/COUNTY-  UT/TOOELE
 LQ0130  COUNTRY     -  US
 LQ0130  USGS QUAD   -  MINERS CANYON (2018)
 LQ0130
 LQ0130                         *CURRENT SURVEY CONTROL
 LQ0130  ______________________________________________________________________
 LQ0130* NAD 83(1986) POSITION- 40 53 10.1    (N) 114 00 25.9    (W)   HD_HELD2
 LQ0130* NAVD 88 ORTHO HEIGHT -  1300.342 (meters)     4266.21  (feet) ADJUSTED
 LQ0130  ______________________________________________________________________
 LQ0130  GEOID HEIGHT    -        -17.886 (meters)                     GEOID18
 LQ0130  DYNAMIC HEIGHT  -       1299.349 (meters)     4262.95  (feet) COMP
 LQ0130  MODELED GRAVITY -    979,816.3   (mgal)                       NAVD 88
 LQ0130
 LQ0130  VERT ORDER      -  SECOND    CLASS 0
 LQ0130
 LQ0130.The horizontal coordinates were established by autonomous hand held GPS
 LQ0130.observations and have an estimated accuracy of +/- 10 meters.
 LQ0130
 LQ0130.The orthometric height was determined by differential leveling and
 LQ0130.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0130.in June 1991.
 LQ0130
 LQ0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0130.GEOID18 height accuracy estimate available here.
 LQ0130
 LQ0130.Click photographs - Photos may exist for this station.
 LQ0130
 LQ0130.The dynamic height is computed by dividing the NAVD 88
 LQ0130.geopotential number by the normal gravity value computed on the
 LQ0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0130.degrees latitude (g = 980.6199 gals.).
 LQ0130
 LQ0130.The modeled gravity was interpolated from observed gravity values.
 LQ0130
 LQ0130;                    North         East    Units  Estimated Accuracy
 LQ0130;SPC UT C     - 2,286,389.      288,708.      MT  (+/- 10 meters HH2 GPS)
 LQ0130
 LQ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF5214830430(NAD 83)
 LQ0130
 LQ0130                          SUPERSEDED SURVEY CONTROL
 LQ0130
 LQ0130  NGVD 29 (??/??/92) 1299.358  (m)         4262.98   (f) ADJ UNCH    2 0
 LQ0130
 LQ0130.Superseded values are not recommended for survey control.
 LQ0130
 LQ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0130.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0130
 LQ0130_MARKER: DB = BENCH MARK DISK
 LQ0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0130_STAMPING: L 83 1958
 LQ0130_MARK LOGO: CGS
 LQ0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0130+STABILITY: SURFACE MOTION
 LQ0130
 LQ0130  HISTORY     - Date     Condition        Report By
 LQ0130  HISTORY     - 1958     MONUMENTED       CGS
 LQ0130
 LQ0130                          STATION DESCRIPTION
 LQ0130
 LQ0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0130'12.3 MI N FROM WENDOVER.
 LQ0130'0.9 MILE EAST ALONG U.S. HIGHWAY 40 AND 50 ALTERNATE FROM THE
 LQ0130'NEVADA-UTAH STATE LINE AT WENDOVER, THENCE 5.1 MILES NORTH ALONG A
 LQ0130'GRAVEL ROAD, THENCE 6.3 MILES NORTH ALONG A DIRT ROAD, AT THE SOUTH
 LQ0130'END OF THE BARREN PORTION OF AN ALKALI FLAT, ON THE INSIDE OF A SLIGHT
 LQ0130'CURVE 54 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.8 FEET WEST OF A
 LQ0130'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 LQ0130'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0393 ***********************************************************************
 MS0393  DESIGNATION -  L 84
 MS0393  PID         -  MS0393
 MS0393  STATE/COUNTY-  UT/BOX ELDER
 MS0393  COUNTRY     -  US
 MS0393  USGS QUAD   -  CRATER ISLAND SW (2017)
 MS0393
 MS0393                         *CURRENT SURVEY CONTROL
 MS0393  ______________________________________________________________________
 MS0393* NAD 83(1994) POSITION- 41 06 38.49455(N) 113 58 02.64997(W)   ADJUSTED
 MS0393* NAVD 88 ORTHO HEIGHT -  1307.705 (meters)     4290.36  (feet) ADJUSTED
 MS0393  ______________________________________________________________________
 MS0393  GEOID HEIGHT    -        -17.350 (meters)                     GEOID18
 MS0393  LAPLACE CORR    -         -6.61  (seconds)                    DEFLEC18
 MS0393  DYNAMIC HEIGHT  -       1306.716 (meters)     4287.12  (feet) COMP
 MS0393  MODELED GRAVITY -    979,823.1   (mgal)                       NAVD 88
 MS0393
 MS0393  HORZ ORDER      -  THIRD
 MS0393  VERT ORDER      -  SECOND    CLASS 0
 MS0393
 MS0393.The horizontal coordinates were established by classical geodetic methods
 MS0393.and adjusted by the National Geodetic Survey in November 1997.
 MS0393
 MS0393.The orthometric height was determined by differential leveling and
 MS0393.adjusted by the NATIONAL GEODETIC SURVEY
 MS0393.in June 1991.
 MS0393
 MS0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0393.GEOID18 height accuracy estimate available here.
 MS0393
 MS0393.Click photographs - Photos may exist for this station.
 MS0393
 MS0393.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0393
 MS0393.The dynamic height is computed by dividing the NAVD 88
 MS0393.geopotential number by the normal gravity value computed on the
 MS0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0393.degrees latitude (g = 980.6199 gals.).
 MS0393
 MS0393.The modeled gravity was interpolated from observed gravity values.
 MS0393
 MS0393. The following values were computed from the NAD 83(1994) position.
 MS0393
 MS0393;                    North         East     Units Scale Factor Converg.
 MS0393;SPC UT N     - 1,089,267.280   292,788.483   MT  0.99995981   -1 37 36.8
 MS0393;SPC UT N     - 3,573,704.40    960,590.21   sFT  0.99995981   -1 37 36.8
 MS0393;UTM  12      - 4,555,289.562   250,839.594   MT  1.00036413   -1 57 07.6
 MS0393;UTM  11      - 4,555,478.219   754,635.204   MT  1.00039808   +1 59 42.2
 MS0393
 MS0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0393!SPC UT N     -   0.99979764  x   0.99995981  =   0.99975746
 MS0393!UTM  12      -   0.99979764  x   1.00036413  =   1.00016169
 MS0393!UTM  11      -   0.99979764  x   1.00039808  =   1.00019564
 MS0393
 MS0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL5083955289(NAD 83)
 MS0393
 MS0393                          SUPERSEDED SURVEY CONTROL
 MS0393
 MS0393  NAD 83(1986)-  41 06 38.49059(N)    113 58 02.64952(W) AD(       ) 3
 MS0393  NGVD 29            1306.69   (m)         4287.0    (f) LEVELING    3  
 MS0393  NGVD 29 (??/??/92) 1306.70   (m)         4287.1    (f) COMPUTED    2 0
 MS0393
 MS0393.Superseded values are not recommended for survey control.
 MS0393
 MS0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0393.See file dsdata.pdf to determine how the superseded data were derived.
 MS0393
 MS0393_MARKER: DB = BENCH MARK DISK
 MS0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0393_STAMPING: L 84 1958
 MS0393_MARK LOGO: CGS
 MS0393_MAGNETIC: N = NO MAGNETIC MATERIAL
 MS0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0393+STABILITY: SURFACE MOTION
 MS0393
 MS0393  HISTORY     - Date     Condition        Report By
 MS0393  HISTORY     - 1958     MONUMENTED       CGS
 MS0393  HISTORY     - 1967     GOOD             USGS
 MS0393  HISTORY     - 19980806 GOOD             NIMA
 MS0393
 MS0393                          STATION DESCRIPTION
 MS0393
 MS0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MS0393'18.0 MI S FROM LUCIN.
 MS0393'18.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT LUCIN, 81
 MS0393'FEET SOUTH OF THE CENTER OF THE INTERSECTION OF A DIRT ROAD SOUTH AND
 MS0393'A DIRT ROAD NORTH TO POTTERS SPRING, 32 FEET SOUTHEAST OF THE CENTER
 MS0393'LINE OF THE GRAVEL ROAD, 29 FEET WEST OF THE CENTER LINE OF THE DIRT
 MS0393'ROAD SOUTH, 2.5 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 MS0393'ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 MS0393'THE GROUND.
 MS0393
 MS0393                          STATION RECOVERY (1967)
 MS0393
 MS0393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MS0393'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY LEVEL LINE NO. 65, UTAH,
 MS0393'AS FOLLOWS
 MS0393'18 MI. S. ALONG A GRAVEL RD. FROM THE POST OFFICE AT LUCIN, 81 FT. S.
 MS0393'OF THE CENTER OF THE INTERSECTION OF A DIRT RD. S. AND A DIRT RD. N.
 MS0393'TO POTTERS SPRING, 32 FT. SE. OF THE CENTERLINE OF THE GRAVEL RD., 29
 MS0393'FT. W. OF THE CENTERLINE OF THE DIRT RD. S., 2.5 FT. NW. OF A WITNESS
 MS0393'POST, ABOUT LEVEL WITH THE RDS., AND SET IN THE TOP OF A CONCRETE POST
 MS0393'PROJECTING 0.4 FT. ABOVE THE GROUND.
 MS0393'STATION MARK--A STANDARD C AND GS BM TABLET SET IN A CONCRETE POST
 MS0393'PROJECTING 0.4 FT. ABOVE GROUND AND STAMPED---L 84 1958---.
 MS0393
 MS0393                          STATION RECOVERY (1998)
 MS0393
 MS0393'RECOVERY NOTE BY NATIONAL IMAGERY + MAPPING AGENCY 1998 (JDT)
 MS0393'GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0085 ***********************************************************************
 LP0085  DESIGNATION -  L 86
 LP0085  PID         -  LP0085
 LP0085  STATE/COUNTY-  UT/TOOELE
 LP0085  COUNTRY     -  US
 LP0085  USGS QUAD   -  DESERET PEAK WEST (2017)
 LP0085
 LP0085                         *CURRENT SURVEY CONTROL
 LP0085  ______________________________________________________________________
 LP0085* NAD 83(1986) POSITION- 40 25 25.     (N) 112 44 58.     (W)   SCALED
 LP0085* NAVD 88 ORTHO HEIGHT -  1397.272 (meters)     4584.22  (feet) ADJUSTED
 LP0085  ______________________________________________________________________
 LP0085  GEOID HEIGHT    -        -17.702 (meters)                     GEOID18
 LP0085  DYNAMIC HEIGHT  -       1396.141 (meters)     4580.51  (feet) COMP
 LP0085  MODELED GRAVITY -    979,766.9   (mgal)                       NAVD 88
 LP0085
 LP0085  VERT ORDER      -  SECOND    CLASS 0
 LP0085
 LP0085.The horizontal coordinates were scaled from a map and have
 LP0085.an estimated accuracy of +/- 6 seconds.
 LP0085
 LP0085.The orthometric height was determined by differential leveling and
 LP0085.adjusted by the NATIONAL GEODETIC SURVEY
 LP0085.in June 1991.
 LP0085
 LP0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0085.GEOID18 height accuracy estimate available here.
 LP0085
 LP0085.Click photographs - Photos may exist for this station.
 LP0085
 LP0085.The dynamic height is computed by dividing the NAVD 88
 LP0085.geopotential number by the normal gravity value computed on the
 LP0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0085.degrees latitude (g = 980.6199 gals.).
 LP0085
 LP0085.The modeled gravity was interpolated from observed gravity values.
 LP0085
 LP0085;                    North         East    Units  Estimated Accuracy
 LP0085;SPC UT C     - 2,232,810.      393,980.      MT  (+/- 180 meters Scaled)
 LP0085
 LP0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK515762(NAD 83)
 LP0085
 LP0085                          SUPERSEDED SURVEY CONTROL
 LP0085
 LP0085  NGVD 29 (??/??/92) 1396.217  (m)         4580.76   (f) ADJ UNCH    2 0
 LP0085
 LP0085.Superseded values are not recommended for survey control.
 LP0085
 LP0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0085.See file dsdata.pdf to determine how the superseded data were derived.
 LP0085
 LP0085_MARKER: DB = BENCH MARK DISK
 LP0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0085_STAMPING: L 86 1934
 LP0085_MARK LOGO: CGS
 LP0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0085+STABILITY: SURFACE MOTION
 LP0085
 LP0085  HISTORY     - Date     Condition        Report By
 LP0085  HISTORY     - 1934     MONUMENTED       CGS
 LP0085  HISTORY     - 1981     GOOD             USGS
 LP0085
 LP0085                          STATION DESCRIPTION
 LP0085
 LP0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0085'8.6 MI N FROM ORRS RANCH.
 LP0085'ABOUT 8.6 MILES NORTH ALONG THE ROAD TO TIMPIE FROM THE ROAD
 LP0085'INTERSECTION NORTHWEST OF ORRS RANCH, TOOELE COUNTY, ABOUT 1/4 MILE
 LP0085'SOUTH OF A RANCH HOUSE IN A CLUMP OF TREES, 10 FEET WEST OF THE CENTER
 LP0085'LINE OF THE ROAD, AND IN LINE WITH THE FENCE.  A STANDARD DISK,
 LP0085'STAMPED L 86 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LP0085
 LP0085                          STATION RECOVERY (1981)
 LP0085
 LP0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LP0085'X-RDS. 0.5 MI. N. OF THE ORR RANCH, THENCE W. 0.4 MI. TO COUNTY ROAD
 LP0085'108, THENCE N. 8.2 MI., 317 FT. S. AND 28 FT. W. AND 0.5 FT LOWER
 LP0085'THAN RD. W. INTO FIELD, ABOUT 150 SW OF THE SW CORNER OF A EARTH DAM.
 LP0085'SET IN TOP OR A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0097 ***********************************************************************
 LP0097  DESIGNATION -  L 87
 LP0097  PID         -  LP0097
 LP0097  STATE/COUNTY-  UT/TOOELE
 LP0097  COUNTRY     -  US
 LP0097  USGS QUAD   -  TIMPIE (2017)
 LP0097
 LP0097                         *CURRENT SURVEY CONTROL
 LP0097  ______________________________________________________________________
 LP0097* NAD 83(1986) POSITION- 40 44 40.     (N) 112 38 11.     (W)   SCALED
 LP0097* NAVD 88 ORTHO HEIGHT -  1286.295 (meters)     4220.12  (feet) ADJUSTED
 LP0097  ______________________________________________________________________
 LP0097  GEOID HEIGHT    -        -17.502 (meters)                     GEOID18
 LP0097  DYNAMIC HEIGHT  -       1285.329 (meters)     4216.95  (feet) COMP
 LP0097  MODELED GRAVITY -    979,828.5   (mgal)                       NAVD 88
 LP0097
 LP0097  VERT ORDER      -  SECOND    CLASS 0
 LP0097
 LP0097.The horizontal coordinates were scaled from a map and have
 LP0097.an estimated accuracy of +/- 6 seconds.
 LP0097
 LP0097.The orthometric height was determined by differential leveling and
 LP0097.adjusted by the NATIONAL GEODETIC SURVEY
 LP0097.in June 1991.
 LP0097
 LP0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0097.GEOID18 height accuracy estimate available here.
 LP0097
 LP0097.Click photographs - Photos may exist for this station.
 LP0097
 LP0097.The dynamic height is computed by dividing the NAVD 88
 LP0097.geopotential number by the normal gravity value computed on the
 LP0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0097.degrees latitude (g = 980.6199 gals.).
 LP0097
 LP0097.The modeled gravity was interpolated from observed gravity values.
 LP0097
 LP0097;                    North         East    Units  Estimated Accuracy
 LP0097;SPC UT C     - 2,268,300.      404,020.      MT  (+/- 180 meters Scaled)
 LP0097
 LP0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL618116(NAD 83)
 LP0097
 LP0097                          SUPERSEDED SURVEY CONTROL
 LP0097
 LP0097  NGVD 29 (??/??/92) 1285.300  (m)         4216.86   (f) ADJ UNCH    2 0
 LP0097
 LP0097.Superseded values are not recommended for survey control.
 LP0097
 LP0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0097.See file dsdata.pdf to determine how the superseded data were derived.
 LP0097
 LP0097_MARKER: DB = BENCH MARK DISK
 LP0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0097_STAMPING: L 87 1934
 LP0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0097+STABILITY: SURFACE MOTION
 LP0097
 LP0097  HISTORY     - Date     Condition        Report By
 LP0097  HISTORY     - 1934     MONUMENTED       CGS
 LP0097  HISTORY     - 1955     MARK NOT FOUND   USGS
 LP0097
 LP0097                          STATION DESCRIPTION
 LP0097
 LP0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0097'10.2 MI W FROM BURMESTER.
 LP0097'10.2 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION AT
 LP0097'BURMESTER, TOOELE COUNTY, ABOUT 12 MILES NORTHWEST OF GRANTSVILLE, 100
 LP0097'FEET EAST OF THE JUNCTION OF U.S. HIGHWAY 40 AND 50 AND THE ROAD
 LP0097'LEADING TO ORRS RANCH, 25 FEET NORTH OF THE HIGHWAY, 50 FEET SOUTH OF
 LP0097'THE TRACK, AND NEAR THE UTAH STATE HIGHWAY DEPARTMENT BENCH MARK
 LP0097'DESCRIBED BELOW.  A STANDARD DISK, STAMPED L 87 1934 AND SET IN THE
 LP0097'TOP OF A CONCRETE POST.  NOTE-- U.S. HIGHWAY 40 AND 50 IS PRESENTLY
 LP0097'BEING WIDENED AT THIS POINT AND POSSIBLY THE MARK HAS BEEN COVERED.
 LP0097
 LP0097                          STATION RECOVERY (1955)
 LP0097
 LP0097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LP0097'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0105 ***********************************************************************
 MS0105  DESIGNATION -  L 88
 MS0105  PID         -  MS0105
 MS0105  STATE/COUNTY-  UT/BOX ELDER
 MS0105  COUNTRY     -  US
 MS0105  USGS QUAD   -  TREMONTON (2017)
 MS0105
 MS0105                         *CURRENT SURVEY CONTROL
 MS0105  ______________________________________________________________________
 MS0105* NAD 83(1986) POSITION- 41 42 56.0    (N) 112 13 32.7    (W)   HD_HELD2
 MS0105* NAVD 88 ORTHO HEIGHT -  1325.150 (meters)     4347.60  (feet) ADJUSTED
 MS0105  ______________________________________________________________________
 MS0105  GEOID HEIGHT    -        -15.628 (meters)                     GEOID18
 MS0105  DYNAMIC HEIGHT  -       1324.247 (meters)     4344.63  (feet) COMP
 MS0105  MODELED GRAVITY -    979,895.4   (mgal)                       NAVD 88
 MS0105
 MS0105  VERT ORDER      -  SECOND    CLASS 0
 MS0105
 MS0105.The horizontal coordinates were established by autonomous hand held GPS
 MS0105.observations and have an estimated accuracy of +/- 10 meters.
 MS0105
 MS0105.The orthometric height was determined by differential leveling and
 MS0105.adjusted by the NATIONAL GEODETIC SURVEY
 MS0105.in June 1991.
 MS0105
 MS0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0105.GEOID18 height accuracy estimate available here.
 MS0105
 MS0105.Click photographs - Photos may exist for this station.
 MS0105
 MS0105.The dynamic height is computed by dividing the NAVD 88
 MS0105.geopotential number by the normal gravity value computed on the
 MS0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0105.degrees latitude (g = 980.6199 gals.).
 MS0105
 MS0105.The modeled gravity was interpolated from observed gravity values.
 MS0105
 MS0105;                    North         East    Units  Estimated Accuracy
 MS0105;SPC UT N     - 1,153,752.      439,605.      MT  (+/- 10 meters HH2 GPS)
 MS0105
 MS0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9803418921(NAD 83)
 MS0105
 MS0105                          SUPERSEDED SURVEY CONTROL
 MS0105
 MS0105  NGVD 29 (??/??/92) 1324.154  (m)         4344.33   (f) ADJ UNCH    2 0
 MS0105
 MS0105.Superseded values are not recommended for survey control.
 MS0105
 MS0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0105.See file dsdata.pdf to determine how the superseded data were derived.
 MS0105
 MS0105_MARKER: DB = BENCH MARK DISK
 MS0105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0105_SP_SET: BRIDGE
 MS0105_STAMPING: L 88 1934
 MS0105_MARK LOGO: CGS
 MS0105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0105
 MS0105  HISTORY     - Date     Condition        Report By
 MS0105  HISTORY     - 1934     MONUMENTED       CGS
 MS0105
 MS0105                          STATION DESCRIPTION
 MS0105
 MS0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0105'3.1 MI W FROM TREMONTON.
 MS0105'3.1 MILES WEST ALONG U.S. HIGHWAY 30 S FROM THE OREGON SHORT LINE
 MS0105'RAILROAD STATION AT TREMONTON, BOX ELDER COUNTY, 1/2 MILE NORTH OF A
 MS0105'NORTHEAST TURN, AND IN THE CORNER OF A CONCRETE BRIDGE.  A STANDARD
 MS0105'DISK, STAMPED L 88 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0549 ***********************************************************************
 LO0549  DESIGNATION -  L 90
 LO0549  PID         -  LO0549
 LO0549  STATE/COUNTY-  UT/SALT LAKE
 LO0549  COUNTRY     -  US
 LO0549  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0549
 LO0549                         *CURRENT SURVEY CONTROL
 LO0549  ______________________________________________________________________
 LO0549* NAD 83(1986) POSITION- 40 47 56.9    (N) 111 55 00.2    (W)   HD_HELD2
 LO0549* NAVD 88 ORTHO HEIGHT -  1287.329 (meters)     4223.51  (feet) ADJUSTED
 LO0549  ______________________________________________________________________
 LO0549  GEOID HEIGHT    -        -16.834 (meters)                     GEOID18
 LO0549  DYNAMIC HEIGHT  -       1286.326 (meters)     4220.22  (feet) COMP
 LO0549  MODELED GRAVITY -    979,800.8   (mgal)                       NAVD 88
 LO0549
 LO0549  VERT ORDER      -  FIRST     CLASS I
 LO0549
 LO0549.The horizontal coordinates were established by autonomous hand held GPS
 LO0549.observations and have an estimated accuracy of +/- 10 meters.
 LO0549
 LO0549.The orthometric height was determined by differential leveling and
 LO0549.adjusted by the NATIONAL GEODETIC SURVEY
 LO0549.in June 1991.
 LO0549
 LO0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0549.GEOID18 height accuracy estimate available here.
 LO0549
 LO0549.Click photographs - Photos may exist for this station.
 LO0549
 LO0549.The dynamic height is computed by dividing the NAVD 88
 LO0549.geopotential number by the normal gravity value computed on the
 LO0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0549.degrees latitude (g = 980.6199 gals.).
 LO0549
 LO0549.The modeled gravity was interpolated from observed gravity values.
 LO0549
 LO0549;                    North         East    Units  Estimated Accuracy
 LO0549;SPC UT C     - 2,273,848.      464,831.      MT  (+/- 10 meters HH2 GPS)
 LO0549
 LO0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2266816864(NAD 83)
 LO0549
 LO0549                          SUPERSEDED SURVEY CONTROL
 LO0549
 LO0549  NGVD 29 (??/??/92) 1286.392  (m)         4220.44   (f) ADJ UNCH    1 1
 LO0549
 LO0549.Superseded values are not recommended for survey control.
 LO0549
 LO0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0549.See file dsdata.pdf to determine how the superseded data were derived.
 LO0549
 LO0549_MARKER: DB = BENCH MARK DISK
 LO0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0549_STAMPING: L 90 1953
 LO0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0549+STABILITY: SURFACE MOTION
 LO0549
 LO0549  HISTORY     - Date     Condition        Report By
 LO0549  HISTORY     - 1953     MONUMENTED       CGS
 LO0549  HISTORY     - 1967     GOOD             CGS
 LO0549
 LO0549                          STATION DESCRIPTION
 LO0549
 LO0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0549'2.0 MI NW FROM SALT LAKE CITY.
 LO0549'2.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LO0549'AT SALT LAKE CITY, AT THE JUNCTION OF EVERETT AVENUE AND EIGHTH WEST
 LO0549'STREET, 13.9 FEET NORTHEAST OF THE NORTHEAST RAIL OF A SPUR TRACK
 LO0549'LEADING TO AMERICAN OIL REFINERY COMPANY, 33 1/2 FEET WEST OF THE
 LO0549'CENTER LINE OF THE STREET, 96 FEET SOUTH OF THE CENTER LINE (EXTENDED)
 LO0549'OF THE AVENUE, 3 FEET SOUTHEAST OF A TELEPHONE POLE, 4 1/2 FEET
 LO0549'NORTHWEST OF A TELEPHONE POLE, 1.2 FEET WEST OF A WITNESS POST, ABOUT
 LO0549'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LO0549'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0525 ***********************************************************************
 LO0525  DESIGNATION -  L 91
 LO0525  PID         -  LO0525
 LO0525  STATE/COUNTY-  UT/DAVIS
 LO0525  COUNTRY     -  US
 LO0525  USGS QUAD   -  FARMINGTON (2017)
 LO0525
 LO0525                         *CURRENT SURVEY CONTROL
 LO0525  ______________________________________________________________________
 LO0525* NAD 83(1986) POSITION- 40 58 34.7    (N) 111 53 45.3    (W)   HD_HELD2
 LO0525* NAVD 88 ORTHO HEIGHT -  1300.206 (meters)     4265.76  (feet) ADJUSTED
 LO0525  ______________________________________________________________________
 LO0525  GEOID HEIGHT    -        -16.604 (meters)                     GEOID18
 LO0525  DYNAMIC HEIGHT  -       1299.214 (meters)     4262.50  (feet) COMP
 LO0525  MODELED GRAVITY -    979,816.7   (mgal)                       NAVD 88
 LO0525  OBS GRAVITY     -    979,814.5   (mgal)                       GRAV_OBS
 LO0525
 LO0525  VERT ORDER      -  FIRST     CLASS I
 LO0525
 LO0525.The horizontal coordinates were established by autonomous hand held GPS
 LO0525.observations and have an estimated accuracy of +/- 10 meters.
 LO0525
 LO0525.The orthometric height was determined by differential leveling and
 LO0525.adjusted by the NATIONAL GEODETIC SURVEY
 LO0525.in June 1991.
 LO0525
 LO0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0525.GEOID18 height accuracy estimate available here.
 LO0525
 LO0525.Click photographs - Photos may exist for this station.
 LO0525
 LO0525.The dynamic height is computed by dividing the NAVD 88
 LO0525.geopotential number by the normal gravity value computed on the
 LO0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0525.degrees latitude (g = 980.6199 gals.).
 LO0525
 LO0525.The modeled gravity was interpolated from observed gravity values.
 LO0525
 LO0525.The observed gravity was obtained from relative gravimeter ties
 LO0525.to the IGSN71 gravity network.
 LO0525
 LO0525;                    North         East    Units  Estimated Accuracy
 LO0525;SPC UT N     - 1,071,477.      466,679.      MT  (+/- 10 meters HH2 GPS)
 LO0525
 LO0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2462436513(NAD 83)
 LO0525
 LO0525                          SUPERSEDED SURVEY CONTROL
 LO0525
 LO0525  NGVD 29 (??/??/92) 1299.258  (m)         4262.65   (f) ADJ UNCH    1 1
 LO0525
 LO0525.Superseded values are not recommended for survey control.
 LO0525
 LO0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0525.See file dsdata.pdf to determine how the superseded data were derived.
 LO0525
 LO0525_MARKER: DB = BENCH MARK DISK
 LO0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0525_STAMPING: L 91 1953
 LO0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0525+STABILITY: SURFACE MOTION
 LO0525
 LO0525  HISTORY     - Date     Condition        Report By
 LO0525  HISTORY     - 1953     MONUMENTED       CGS
 LO0525  HISTORY     - 1967     GOOD             CGS
 LO0525
 LO0525                          STATION DESCRIPTION
 LO0525
 LO0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0525'5.4 MI SE FROM KAYSVILLE.
 LO0525'5.4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING
 LO0525'OF 2ND NORTH AVENUE AT KAYSVILLE, 5 1/2 POLES SOUTH OF MILEPOLE 21.5,
 LO0525'AT THE CROSSING OF A GRAVELED ROAD, 57.2 FEET EAST OF THE EAST RAIL OF
 LO0525'THE EAST MAIN TRACK, 137 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 LO0525'173.0 FEET NORTH OF THE NORTHWEST CORNER OF THE HEAD WALL OF SIPHON
 LO0525'21.66, 8 1/2 FEET SOUTH OF A 12-INCH TREE, 1.0 FOOT SOUTH OF A WITNESS
 LO0525'POST, ABOUT 5 FEET HIGHER THAN THE TRACK, AND SET IN THE TOP OF A
 LO0525'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0390 ***********************************************************************
 MR0390  DESIGNATION -  L 92
 MR0390  PID         -  MR0390
 MR0390  STATE/COUNTY-  UT/WEBER
 MR0390  COUNTRY     -  US
 MR0390  USGS QUAD   -  NORTH OGDEN (2017)
 MR0390
 MR0390                         *CURRENT SURVEY CONTROL
 MR0390  ______________________________________________________________________
 MR0390* NAD 83(1986) POSITION- 41 15 34.4    (N) 111 59 22.9    (W)   HD_HELD2
 MR0390* NAVD 88 ORTHO HEIGHT -  1301.443 (meters)     4269.82  (feet) ADJUSTED
 MR0390  ______________________________________________________________________
 MR0390  GEOID HEIGHT    -        -16.658 (meters)                     GEOID18
 MR0390  DYNAMIC HEIGHT  -       1300.460 (meters)     4266.59  (feet) COMP
 MR0390  MODELED GRAVITY -    979,823.9   (mgal)                       NAVD 88
 MR0390  OBS GRAVITY     -    979,823.6   (mgal)                       GRAV_OBS
 MR0390
 MR0390  VERT ORDER      -  FIRST     CLASS II
 MR0390
 MR0390.The horizontal coordinates were established by autonomous hand held GPS
 MR0390.observations and have an estimated accuracy of +/- 10 meters.
 MR0390
 MR0390.The orthometric height was determined by differential leveling and
 MR0390.adjusted by the NATIONAL GEODETIC SURVEY
 MR0390.in June 1991.
 MR0390
 MR0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0390.GEOID18 height accuracy estimate available here.
 MR0390
 MR0390.Click photographs - Photos may exist for this station.
 MR0390
 MR0390.The dynamic height is computed by dividing the NAVD 88
 MR0390.geopotential number by the normal gravity value computed on the
 MR0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0390.degrees latitude (g = 980.6199 gals.).
 MR0390
 MR0390.The modeled gravity was interpolated from observed gravity values.
 MR0390
 MR0390.The observed gravity was obtained from relative gravimeter ties
 MR0390.to the IGSN71 gravity network.
 MR0390
 MR0390;                    North         East    Units  Estimated Accuracy
 MR0390;SPC UT N     - 1,102,972.      458,964.      MT  (+/- 10 meters HH2 GPS)
 MR0390
 MR0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1709268043(NAD 83)
 MR0390
 MR0390                          SUPERSEDED SURVEY CONTROL
 MR0390
 MR0390  NGVD 29 (??/??/92) 1300.512  (m)         4266.76   (f) ADJ UNCH    1 2
 MR0390
 MR0390.Superseded values are not recommended for survey control.
 MR0390
 MR0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0390.See file dsdata.pdf to determine how the superseded data were derived.
 MR0390
 MR0390_MARKER: DB = BENCH MARK DISK
 MR0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0390_STAMPING: L 92 1953
 MR0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0390+STABILITY: SURFACE MOTION
 MR0390
 MR0390  HISTORY     - Date     Condition        Report By
 MR0390  HISTORY     - 1953     MONUMENTED       CGS
 MR0390
 MR0390                          STATION DESCRIPTION
 MR0390
 MR0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MR0390'2.9 MI N FROM OGDEN.
 MR0390'2.9 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0390'OGDEN, AT THE CROSSING OF SECOND STREET, AT THE MAIN ENTRANCE TO THE
 MR0390'U. S. ARMY UTAH GENERAL DEPOT, 5 POLES SOUTH OF MILEPOLE 3, 53.6 FEET
 MR0390'WEST OF THE WEST RAIL OF THE MAIN TRACK, 33.5 FEET SOUTH OF THE CENTER
 MR0390'LINE OF THE STREET, 2 FEET NORTH OF A AN 8- BY 8-INCH WOODEN POST
 MR0390'MARKING THE RAILROAD RIGHT-OF-WAY, 1.9 FEET EAST OF A FENCE CORNER
 MR0390'POST, 1.8 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND
 MR0390'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 MR0390'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0391 ***********************************************************************
 MR0391  DESIGNATION -  L 92 RESET
 MR0391  PID         -  MR0391
 MR0391  STATE/COUNTY-  UT/WEBER
 MR0391  COUNTRY     -  US
 MR0391  USGS QUAD   -  NORTH OGDEN (2017)
 MR0391
 MR0391                         *CURRENT SURVEY CONTROL
 MR0391  ______________________________________________________________________
 MR0391* NAD 83(2011) POSITION- 41 15 34.54077(N) 111 59 22.92964(W)   ADJUSTED
 MR0391* NAD 83(2011) ELLIP HT-  1284.017 (meters)        (07/08/20)   ADJUSTED
 MR0391* NAD 83(2011) EPOCH   -  2010.00
 MR0391* NAVD 88 ORTHO HEIGHT -  1300.716 (meters)     4267.43  (feet) ADJUSTED
 MR0391  ______________________________________________________________________
 MR0391  GEOID HEIGHT    -        -16.657 (meters)                     GEOID18
 MR0391  NAD 83(2011) X  - -1,798,282.718 (meters)                     COMP
 MR0391  NAD 83(2011) Y  - -4,453,210.017 (meters)                     COMP
 MR0391  NAD 83(2011) Z  -  4,184,985.066 (meters)                     COMP
 MR0391  LAPLACE CORR    -         10.64  (seconds)                    DEFLEC18
 MR0391  DYNAMIC HEIGHT  -       1299.733 (meters)     4264.21  (feet) COMP
 MR0391  MODELED GRAVITY -    979,823.9   (mgal)                       NAVD 88
 MR0391
 MR0391  VERT ORDER      -  FIRST     CLASS I
 MR0391
 MR0391  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MR0391  Standards:
 MR0391         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MR0391            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MR0391  -------------------------------------------------------------------
 MR0391  NETWORK    0.22   0.49           0.10   0.08   0.25     -0.01056733
 MR0391  -------------------------------------------------------------------
 MR0391  Click here for local accuracies and other accuracy information.
 MR0391
 MR0391.The horizontal coordinates were established by GPS observations
 MR0391.and adjusted by the National Geodetic Survey in July 2020.
 MR0391
 MR0391.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MR0391.been affixed to the stable North American tectonic plate. See 
 MR0391.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MR0391
 MR0391.The horizontal coordinates are valid at the epoch date displayed above
 MR0391.which is a decimal equivalence of Year/Month/Day.
 MR0391
 MR0391.The orthometric height was determined by differential leveling and
 MR0391.adjusted by the NATIONAL GEODETIC SURVEY
 MR0391.in June 1991.
 MR0391
 MR0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0391.GEOID18 height accuracy estimate available here.
 MR0391
 MR0391.Click photographs - Photos may exist for this station.
 MR0391
 MR0391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MR0391
 MR0391.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0391
 MR0391.The ellipsoidal height was determined by GPS observations
 MR0391.and is referenced to NAD 83.
 MR0391
 MR0391.The dynamic height is computed by dividing the NAVD 88
 MR0391.geopotential number by the normal gravity value computed on the
 MR0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0391.degrees latitude (g = 980.6199 gals.).
 MR0391
 MR0391.The modeled gravity was interpolated from observed gravity values.
 MR0391
 MR0391. The following values were computed from the NAD 83(2011) position.
 MR0391
 MR0391;                    North         East     Units Scale Factor Converg.
 MR0391;SPC UT N     - 1,102,976.815   458,962.839   MT  0.99995685   -0 19 22.4
 MR0391;SPC UT N     - 3,618,683.10  1,505,780.58   sFT  0.99995685   -0 19 22.4
 MR0391;UTM  12      - 4,568,047.432   417,091.375   MT  0.99968460   -0 39 09.8
 MR0391
 MR0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0391!SPC UT N     -   0.99979864  x   0.99995685  =   0.99975549
 MR0391!UTM  12      -   0.99979864  x   0.99968460  =   0.99948330
 MR0391
 MR0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1709168047(NAD 83)
 MR0391
 MR0391                          SUPERSEDED SURVEY CONTROL
 MR0391
 MR0391  NGVD 29 (??/??/92) 1299.712  (m)         4264.14   (f) ADJ UNCH    1 1
 MR0391
 MR0391.Superseded values are not recommended for survey control.
 MR0391
 MR0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0391.See file dsdata.pdf to determine how the superseded data were derived.
 MR0391
 MR0391_MARKER: DB = BENCH MARK DISK
 MR0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0391_STAMPING: L 92 1953 RESET 1956
 MR0391_MARK LOGO: CGS
 MR0391_PROJECTION: RECESSED 25 CENTIMETERS
 MR0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0391+STABILITY: SURFACE MOTION
 MR0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0391+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2015
 MR0391
 MR0391  HISTORY     - Date     Condition        Report By
 MR0391  HISTORY     - 1956     MONUMENTED       CGS
 MR0391  HISTORY     - 1967     GOOD             CGS
 MR0391  HISTORY     - 20150624 GOOD             UT-057
 MR0391
 MR0391                          STATION DESCRIPTION
 MR0391
 MR0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0391'2.9 MI N FROM OGDEN.
 MR0391'2.9 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0391'OGDEN, 4 POLES SOUTH OF MILEPOLE 3, AT THE CROSSING OF 2ND STREET,
 MR0391'79.7 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 66 FEET NORTH OF
 MR0391'THE CENTER LINE OF THE WEST BOUND ENTRANCE TO UTAH GENERAL DEPOT, 52
 MR0391'1/2 FEET NORTH OF THE NORTH END OF THE NORTH GATE TO THE DEPOT, 3.7
 MR0391'FEET EAST OF A CYCLONE FENCE, 3.5 FEET SOUTH OF A FENCE, 1.4 FEET WEST
 MR0391'OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE
 MR0391'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MR0391
 MR0391                          STATION RECOVERY (2015)
 MR0391
 MR0391'RECOVERY NOTE BY WEBER COUNTY UTAH 2015 (DJM)
 MR0391'RECOVERED AS DESCRIBED.  IS LOCATED NEAR THE EAST SECOND STREET
 MR0391'ENTRANCE TO THE BUSINESS DEPOT OGDEN.
 MR0391'
 MR0391'THE STATION IS LOCATED 32 FT (9.8 M) NORTH OF THE TOP BACK OF CURB AND
 MR0391'79.8 FT (24.3 M) WEST RAIL OF THE MAIN TRACK.  THE APPROXIMATE ADDRESS
 MR0391'OF THE STATION IS 544W SECOND STREET OGDEN, UTAH.   AND IS
 MR0391'APPROXIMATELY 0.7 FT (21 CM) BELOW GRADE.  MONUMENT IS 1.4 FT (0.4 M)
 MR0391'WEST OF A METAL WITNESS POST.  MONUMENT IS LOCATED INSIDE A PLASTIC
 MR0391'CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0051 ***********************************************************************
 MS0051  DESIGNATION -  L 93
 MS0051  PID         -  MS0051
 MS0051  STATE/COUNTY-  UT/BOX ELDER
 MS0051  COUNTRY     -  US
 MS0051  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0051
 MS0051                         *CURRENT SURVEY CONTROL
 MS0051  ______________________________________________________________________
 MS0051* NAD 83(1986) POSITION- 41 32 02.91   (N) 112 03 33.84   (W)   HD_HELD1
 MS0051* NAVD 88 ORTHO HEIGHT -  1288.625 (meters)     4227.76  (feet) ADJUSTED
 MS0051  ______________________________________________________________________
 MS0051  GEOID HEIGHT    -        -16.146 (meters)                     GEOID18
 MS0051  DYNAMIC HEIGHT  -       1287.689 (meters)     4224.69  (feet) COMP
 MS0051  MODELED GRAVITY -    979,853.4   (mgal)                       NAVD 88
 MS0051
 MS0051  VERT ORDER      -  FIRST     CLASS II
 MS0051
 MS0051.The horizontal coordinates were determined by differentially corrected
 MS0051.hand held GPS observations or other comparable positioning techniques
 MS0051.and have an estimated accuracy of +/- 3 meters.
 MS0051
 MS0051.The orthometric height was determined by differential leveling and
 MS0051.adjusted by the NATIONAL GEODETIC SURVEY
 MS0051.in June 1991.
 MS0051
 MS0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0051.GEOID18 height accuracy estimate available here.
 MS0051
 MS0051.Click photographs - Photos may exist for this station.
 MS0051
 MS0051.The dynamic height is computed by dividing the NAVD 88
 MS0051.geopotential number by the normal gravity value computed on the
 MS0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0051.degrees latitude (g = 980.6199 gals.).
 MS0051
 MS0051.The modeled gravity was interpolated from observed gravity values.
 MS0051
 MS0051;                    North         East    Units  Estimated Accuracy
 MS0051;SPC UT N     - 1,133,501.9     453,318.5     MT  (+/- 3 meters HH1 GPS) 
 MS0051
 MS0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1162598596(NAD 83)
 MS0051
 MS0051                          SUPERSEDED SURVEY CONTROL
 MS0051
 MS0051  NGVD 29 (??/??/92) 1287.613  (m)         4224.44   (f) ADJ UNCH    1 2
 MS0051
 MS0051.Superseded values are not recommended for survey control.
 MS0051
 MS0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0051.See file dsdata.pdf to determine how the superseded data were derived.
 MS0051
 MS0051_MARKER: DB = BENCH MARK DISK
 MS0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0051_SP_SET: BRIDGE ABUTMENT
 MS0051_STAMPING: L 93 1953
 MS0051_MARK LOGO: CGS
 MS0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0051+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2011
 MS0051
 MS0051  HISTORY     - Date     Condition        Report By
 MS0051  HISTORY     - 1953     MONUMENTED       CGS
 MS0051  HISTORY     - 1984     GOOD             NGS
 MS0051  HISTORY     - 20110215 GOOD             INDIV
 MS0051
 MS0051                          STATION DESCRIPTION
 MS0051
 MS0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0051'2.7 MI NW FROM BRIGHAM CITY.
 MS0051'2.7 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROD FROM THE STATION
 MS0051'AT BRIGHAM CITY, 0.3 MILE EAST OF MILEPOLE 3, 0.15 MILE WEST OF THE
 MS0051'CROSSING OF A NORTHWEST-SOUTHEAST PAVED ROAD, ABOUT 15 YARDS NORTH OF
 MS0051'THE WEST END OF BRIDGE 2.71 OVER BLACK SLOUGH, AT A U. S. HIGHWAY 30S
 MS0051'BRIDGE OVER THE SLOUGH, IN THE TOP OF THE EAST END OF THE SOUTH
 MS0051'CONCRETE ABUTMENT, 19.9 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 MS0051'0.2 FOOT EAST OF THE EAST END OF THE SOUTH GUARDRAIL, ABOUT 2 FEET
 MS0051'LOWER THAN THE TRACK, AND ABOUT LEVEL WITH THE HIGHWAY.
 MS0051
 MS0051                          STATION RECOVERY (1984)
 MS0051
 MS0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0051'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.73 KM
 MS0051'(3.56 MI) NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE IN
 MS0051'BRIGHAM CITY, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 MS0051'CONCRETE ABUTMENT FOR THE BRIDGE OVER BLACK SLOUGH, 0.09 KM (0.06 MI)
 MS0051'SOUTHEAST OF THE T JUNCTION OF 1850 WEST STREET LEADING NORTHWEST TO
 MS0051'THE AIRPORT, 0.58 KM (0.36 MI) SOUTHEAST OF A INTERSTATE 15 OVERPASS,
 MS0051'6.1 METERS (20 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE AND 0.3 METER
 MS0051'(1 FT) NORTHEAST OF THE THE SOUTHWEST END OF THE ABUTMENT.
 MS0051'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 MS0051
 MS0051                          STATION RECOVERY (2011)
 MS0051
 MS0051'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RCW)
 MS0051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0088 ***********************************************************************
 MS0088  DESIGNATION -  L 94
 MS0088  PID         -  MS0088
 MS0088  STATE/COUNTY-  UT/BOX ELDER
 MS0088  COUNTRY     -  US
 MS0088  USGS QUAD   -  LAMPO JUNCTION (2017)
 MS0088
 MS0088                         *CURRENT SURVEY CONTROL
 MS0088  ______________________________________________________________________
 MS0088* NAD 83(1986) POSITION- 41 38 06.7    (N) 112 27 50.5    (W)   HD_HELD2
 MS0088* NAVD 88 ORTHO HEIGHT -  1307.403 (meters)     4289.37  (feet) ADJUSTED
 MS0088  ______________________________________________________________________
 MS0088  GEOID HEIGHT    -        -15.755 (meters)                     GEOID18
 MS0088  DYNAMIC HEIGHT  -       1306.522 (meters)     4286.48  (feet) COMP
 MS0088  MODELED GRAVITY -    979,903.6   (mgal)                       NAVD 88
 MS0088
 MS0088  VERT ORDER      -  FIRST     CLASS II
 MS0088
 MS0088.The horizontal coordinates were established by autonomous hand held GPS
 MS0088.observations and have an estimated accuracy of +/- 10 meters.
 MS0088
 MS0088.The orthometric height was determined by differential leveling and
 MS0088.adjusted by the NATIONAL GEODETIC SURVEY
 MS0088.in June 1991.
 MS0088
 MS0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0088.GEOID18 height accuracy estimate available here.
 MS0088
 MS0088.Click photographs - Photos may exist for this station.
 MS0088
 MS0088.The dynamic height is computed by dividing the NAVD 88
 MS0088.geopotential number by the normal gravity value computed on the
 MS0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0088.degrees latitude (g = 980.6199 gals.).
 MS0088
 MS0088.The modeled gravity was interpolated from observed gravity values.
 MS0088
 MS0088;                    North         East    Units  Estimated Accuracy
 MS0088;SPC UT N     - 1,145,020.      419,678.      MT  (+/- 10 meters HH2 GPS)
 MS0088
 MS0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM7806110308(NAD 83)
 MS0088
 MS0088                          SUPERSEDED SURVEY CONTROL
 MS0088
 MS0088  NGVD 29 (??/??/92) 1306.423  (m)         4286.16   (f) ADJ UNCH    1 2
 MS0088
 MS0088.Superseded values are not recommended for survey control.
 MS0088
 MS0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0088.See file dsdata.pdf to determine how the superseded data were derived.
 MS0088
 MS0088_MARKER: DB = BENCH MARK DISK
 MS0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0088_STAMPING: L 94 1953
 MS0088_MARK LOGO: CGS
 MS0088_PROJECTION: RECESSED 5 CENTIMETERS
 MS0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0088+STABILITY: SURFACE MOTION
 MS0088
 MS0088  HISTORY     - Date     Condition        Report By
 MS0088  HISTORY     - 1953     MONUMENTED       CGS
 MS0088  HISTORY     - 1984     GOOD             NGS
 MS0088
 MS0088                          STATION DESCRIPTION
 MS0088
 MS0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0088'5.2 MI E FROM PROMONTORY.
 MS0088'1.8 MILES NORTHEAST ALONG A COUNTY GRAVELED ROAD FROM THE GOLDEN SPIKE
 MS0088'MONUMENT AT PROMONTORY, THENCE 3.4 MILES EAST ALONG STATE HIGHWAY 83,
 MS0088'AT THE Y JUNCTION OF A GRAVELED ROAD LEADING WEST, 89 FEET SOUTHWEST
 MS0088'OF THE CENTER LINE OF THE HIGHWAY, 80 FEET NORTH OF THE CENTER LINE OF
 MS0088'THE ROAD, 78 1/2 FEET NORTHWEST OF A FENCE CORNER POST, 1.1 FEET
 MS0088'NORTHEAST OF A FENCE, 2.0 FEET NORTHWEST OF A WITNESS POST, ABOUT 1
 MS0088'FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MS0088'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 MS0088
 MS0088                          STATION RECOVERY (1984)
 MS0088
 MS0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0088'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.96 KM
 MS0088'(5.57 MI) NORTHEAST ALONG A PAVED ROAD FROM THE GOLDEN SPIKE MONUMENT
 MS0088'IN PROMONTORY, 0.17 KM (0.11 MI) WEST OF THE Y JUNCTION OF A PAVED
 MS0088'ROAD LEADING SOUTHWEST TO LAKE CRYSTAL, 25.9 METERS (85 FT) SOUTHWEST
 MS0088'OF THE CENTER OF THE ROAD, 25.0 METERS (82 FT) NORTH OF THE CENTER OF
 MS0088'THE ROAD LEADING SOUTHWEST, 24.0 METERS (79 FT) NORTHWEST OF A FENCE
 MS0088'CORNER AND 0.3 METER (1 FT) NORTHEAST OF THE FENCE.
 MS0088'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 MS0088'THE MARK IS ABOVE LEVEL WITH THE ROADS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0278 ***********************************************************************
 MS0278  DESIGNATION -  L 95
 MS0278  PID         -  MS0278
 MS0278  STATE/COUNTY-  UT/BOX ELDER
 MS0278  COUNTRY     -  US
 MS0278  USGS QUAD   -  PEPLIN FLATS (2017)
 MS0278
 MS0278                         *CURRENT SURVEY CONTROL
 MS0278  ______________________________________________________________________
 MS0278* NAD 83(1986) POSITION- 41 39 54.11   (N) 113 10 10.39   (W)   HD_HELD1
 MS0278* NAVD 88 ORTHO HEIGHT -  1360.157 (meters)     4462.45  (feet) ADJUSTED
 MS0278  ______________________________________________________________________
 MS0278  GEOID HEIGHT    -        -15.781 (meters)                     GEOID18
 MS0278  DYNAMIC HEIGHT  -       1359.243 (meters)     4459.45  (feet) COMP
 MS0278  MODELED GRAVITY -    979,903.4   (mgal)                       NAVD 88
 MS0278
 MS0278  VERT ORDER      -  FIRST     CLASS II
 MS0278
 MS0278.The horizontal coordinates were determined by differentially corrected
 MS0278.hand held GPS observations or other comparable positioning techniques
 MS0278.and have an estimated accuracy of +/- 3 meters.
 MS0278
 MS0278.The orthometric height was determined by differential leveling and
 MS0278.adjusted by the NATIONAL GEODETIC SURVEY
 MS0278.in June 1991.
 MS0278
 MS0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0278.GEOID18 height accuracy estimate available here.
 MS0278
 MS0278.Click photographs - Photos may exist for this station.
 MS0278
 MS0278.The dynamic height is computed by dividing the NAVD 88
 MS0278.geopotential number by the normal gravity value computed on the
 MS0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0278.degrees latitude (g = 980.6199 gals.).
 MS0278
 MS0278.The modeled gravity was interpolated from observed gravity values.
 MS0278
 MS0278;                    North         East    Units  Estimated Accuracy
 MS0278;SPC UT N     - 1,149,224.2     360,964.1     MT  (+/- 3 meters HH1 GPS) 
 MS0278
 MS0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM1937814859(NAD 83)
 MS0278
 MS0278                          SUPERSEDED SURVEY CONTROL
 MS0278
 MS0278  NGVD 29 (??/??/92) 1359.146  (m)         4459.13   (f) ADJ UNCH    1 2
 MS0278
 MS0278.Superseded values are not recommended for survey control.
 MS0278
 MS0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0278.See file dsdata.pdf to determine how the superseded data were derived.
 MS0278
 MS0278_MARKER: DB = BENCH MARK DISK
 MS0278_SETTING: 66 = SET IN ROCK OUTCROP
 MS0278_STAMPING: L 95 1953
 MS0278_MARK LOGO: CGS
 MS0278_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0278+STABILITY: POSITION/ELEVATION WELL
 MS0278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0278+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2020
 MS0278
 MS0278  HISTORY     - Date     Condition        Report By
 MS0278  HISTORY     - 1953     MONUMENTED       CGS
 MS0278  HISTORY     - 20200404 GOOD             INDIV
 MS0278
 MS0278                          STATION DESCRIPTION
 MS0278
 MS0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0278'6.7 MI SW FROM KELTON.
 MS0278'6.7 MILES SOUTHWEST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0278'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0278'KELTON, 3-3/4 POLES NORTH OF MILEPOLE 727, NEAR THE SOUTH END OF AN
 MS0278'ABANDONED SIDING, AT THE SOUTH END OF A CUT, AT THE SOUTHWEST CORNER
 MS0278'OF A ROCKY HILL, IN THE TOP OF THE APPROXIMATE CENTER OF AN OUTCROP
 MS0278'MARKED BY THE WHITE PAINTED LETTERS BM, 85 1/2 FEET SOUTHWEST OF
 MS0278'TELEPHONE POLE 42B, 72 1/2 FEET NORTH OF THE NORTH EDGE OF A
 MS0278'SEMI-CIRCULAR PILE OF ROCK, 114 FEET WEST OF THE CENTER LINE OF THE
 MS0278'ROAD, AND ABOUT 20 FEET HIGHER THAN THE ROAD.
 MS0278
 MS0278                          STATION RECOVERY (2020)
 MS0278
 MS0278'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 MS0278'IT IS NO LONGER POSSIBLE TO REACH THIS BENCH MARK FROM THE ABANDONED
 MS0278'RAILROAD GRADE.  ALL EVIDENCE OF TELEPHONE POLES IS GONE.  DRIVING
 MS0278'DIRECTIONS FROM THE KELTON CEMETERY ARE AS FOLLOWS.  HEAD WEST ON
 MS0278'EMIGRANT TRAIL ROAD FOR 2.6 MI (4.2 KM).  TURN LEFT ONTO HOGUP ROAD
 MS0278'AND CONTINUE FOR 3.2 MI (5.1 KM).  TURN RIGHT ONTO OLD RAILROAD GRADE
 MS0278'ROAD AND CONTINUE FOR 1.2 MI (1.9 KM).  MARK IS UP THE HILL ABOUT A
 MS0278'QUARTER MILE.  ROUGHLY 300 FT (91.4 M) WEST OF THE OLD BLM PEPLIN
 MS0278'SIDING SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0339 ***********************************************************************
 MS0339  DESIGNATION -  L 96
 MS0339  PID         -  MS0339
 MS0339  STATE/COUNTY-  UT/BOX ELDER
 MS0339  COUNTRY     -  US
 MS0339  USGS QUAD   -  TERRACE MOUNTAIN WEST (2017)
 MS0339
 MS0339                         *CURRENT SURVEY CONTROL
 MS0339  ______________________________________________________________________
 MS0339* NAD 83(1986) POSITION- 41 29 14.     (N) 113 33 29.     (W)   SCALED
 MS0339* NAVD 88 ORTHO HEIGHT -  1371.652 (meters)     4500.16  (feet) ADJUSTED
 MS0339  ______________________________________________________________________
 MS0339  GEOID HEIGHT    -        -16.409 (meters)                     GEOID18
 MS0339  DYNAMIC HEIGHT  -       1370.685 (meters)     4496.99  (feet) COMP
 MS0339  MODELED GRAVITY -    979,870.5   (mgal)                       NAVD 88
 MS0339
 MS0339  VERT ORDER      -  FIRST     CLASS II
 MS0339
 MS0339.The horizontal coordinates were scaled from a map and have
 MS0339.an estimated accuracy of +/- 6 seconds.
 MS0339
 MS0339.The orthometric height was determined by differential leveling and
 MS0339.adjusted by the NATIONAL GEODETIC SURVEY
 MS0339.in June 1991.
 MS0339
 MS0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0339.GEOID18 height accuracy estimate available here.
 MS0339
 MS0339.Click photographs - Photos may exist for this station.
 MS0339
 MS0339.The dynamic height is computed by dividing the NAVD 88
 MS0339.geopotential number by the normal gravity value computed on the
 MS0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0339.degrees latitude (g = 980.6199 gals.).
 MS0339
 MS0339.The modeled gravity was interpolated from observed gravity values.
 MS0339
 MS0339;                    North         East    Units  Estimated Accuracy
 MS0339;SPC UT N     - 1,130,180.      328,150.      MT  (+/- 180 meters Scaled)
 MS0339
 MS0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL864960(NAD 83)
 MS0339
 MS0339                          SUPERSEDED SURVEY CONTROL
 MS0339
 MS0339  NGVD 29 (??/??/92) 1370.610  (m)         4496.74   (f) ADJ UNCH    1 2
 MS0339
 MS0339.Superseded values are not recommended for survey control.
 MS0339
 MS0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0339.See file dsdata.pdf to determine how the superseded data were derived.
 MS0339
 MS0339_MARKER: DB = BENCH MARK DISK
 MS0339_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MS0339+WITH SETTING: PAVEMENT
 MS0339_SP_SET: BLOCK
 MS0339_STAMPING: L 96 1953
 MS0339_MARK LOGO: CGS
 MS0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0339+STABILITY: SURFACE MOTION
 MS0339
 MS0339  HISTORY     - Date     Condition        Report By
 MS0339  HISTORY     - 1953     MONUMENTED       CGS
 MS0339
 MS0339                          STATION DESCRIPTION
 MS0339
 MS0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0339'IN WATERCRESS.
 MS0339'AT WATERCRESS, ALONG THE OLD ABANDONED SOUTHERN RAILROAD, 0.35 MILE
 MS0339'(15 POLES) SOUTHWEST OF MILEPOLE 700, 107.4 FEET SOUTHEAST OF THE
 MS0339'SOUTHWEST CORNER OF THE ABANDONED SECTION HOUSE, IN THE TOP OF THE
 MS0339'SOUTHEAST ONE OF A GROUP OF SEVEN 2-FOOT-HIGH CONCRETE BLOCKS (FORMER
 MS0339'FOUNDATION FOR A WATER TANK), 21 FEET SOUTHEAST OF THE CENTER LINE OF
 MS0339'THE ROAD, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1067 ***********************************************************************
 LO1067  DESIGNATION -  LA MINK
 LO1067  PID         -  LO1067
 LO1067  STATE/COUNTY-  UT/DUCHESNE
 LO1067  COUNTRY     -  US
 LO1067  USGS QUAD   -  BLUEBELL (2017)
 LO1067
 LO1067                         *CURRENT SURVEY CONTROL
 LO1067  ______________________________________________________________________
 LO1067* NAD 83(1994) POSITION- 40 22 07.63180(N) 110 08 44.81303(W)   ADJUSTED
 LO1067* NAVD 88 ORTHO HEIGHT -  1975.8   (meters)     6482.    (feet) VERTCON3
 LO1067  ______________________________________________________________________
 LO1067  GEOID HEIGHT    -        -16.604 (meters)                     GEOID18
 LO1067  LAPLACE CORR    -         -8.56  (seconds)                    DEFLEC18
 LO1067  HORZ ORDER      -  THIRD
 LO1067
 LO1067.The horizontal coordinates were established by classical geodetic methods
 LO1067.and adjusted by the National Geodetic Survey in November 1997.
 LO1067
 LO1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1067
 LO1067.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1067.GEOID18 height accuracy estimate available here.
 LO1067
 LO1067.Click photographs - Photos may exist for this station.
 LO1067
 LO1067.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1067
 LO1067. The following values were computed from the NAD 83(1994) position.
 LO1067
 LO1067;                    North         East     Units Scale Factor Converg.
 LO1067;SPC UT C     - 2,226,848.064   615,006.391   MT  0.99994216   +0 52 02.9
 LO1067;SPC UT C     - 7,305,917.36  2,017,733.47   sFT  0.99994216   +0 52 02.9
 LO1067;UTM  12      - 4,469,040.407   572,522.508   MT  0.99966474   +0 33 11.9
 LO1067
 LO1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1067!SPC UT C     -   0.99969275  x   0.99994216  =   0.99963493
 LO1067!UTM  12      -   0.99969275  x   0.99966474  =   0.99935759
 LO1067
 LO1067:                Primary Azimuth Mark                     Grid Az
 LO1067:SPC UT C     -  IOKA                                     189 15 41.3
 LO1067:UTM  12      -  IOKA                                     189 34 32.3
 LO1067
 LO1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK7252269040(NAD 83)
 LO1067
 LO1067|---------------------------------------------------------------------|
 LO1067| PID    Reference Object                     Distance      Geod. Az  |
 LO1067|                                                           dddmmss.s |
 LO1067| LO1066 IOKA                                APPROX. 5.0 KM 1900744.2 |
 LO1067|---------------------------------------------------------------------|
 LO1067
 LO1067                          SUPERSEDED SURVEY CONTROL
 LO1067
 LO1067  NAD 83(1993)-  40 22 07.63105(N)    110 08 44.81350(W) AD(       ) 3
 LO1067  NAD 83(1986)-  40 22 07.61132(N)    110 08 44.80219(W) AD(       ) 3
 LO1067  NAD 27      -  40 22 07.77406(N)    110 08 42.24324(W) AD(       ) 3
 LO1067  NGVD 29 (07/19/86) 1974.5    (m)         6478.     (f) VERT ANG       
 LO1067
 LO1067.Superseded values are not recommended for survey control.
 LO1067
 LO1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1067.See file dsdata.pdf to determine how the superseded data were derived.
 LO1067
 LO1067_MARKER: DD = SURVEY DISK
 LO1067_SETTING: 66 = SET IN ROCK OUTCROP
 LO1067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO1067+STABILITY: POSITION/ELEVATION WELL
 LO1067
 LO1067  HISTORY     - Date     Condition        Report By
 LO1067  HISTORY     - 1963     MONUMENTED       USGS
 LO1067
 LO1067                          STATION DESCRIPTION
 LO1067
 LO1067'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LO1067'LOCATED ABOUT 9 MI. NW. OF ROOSEVELT, 7.5 MI. SW. OF NEOLA AND 4 MI.
 LO1067'ENE. OF BLUE HILL, NEAR THE N. POINT OF A PROMINENT FLAT TOP HILL,
 LO1067'WHICH IS THE NORTHERNMOST HILL IN A RATHER FLAT TOP FORMATION KNOWN
 LO1067'LOCALLY AS BLUE HILL.
 LO1067'
 LO1067'TO REACH FROM ALTONAH, DRIVE E. ON MAIN RD. 2.5 MI. TO Y-FORK, TAKE
 LO1067'LEFT FORK AND FOLLOW MAIN RD. 3.1 MI. TO Y-FORK JUST BEYOND
 LO1067'CATTLEGUARD AND INDIAN RESERVATION BOUNDARY, TAKE LEFT FORK AND
 LO1067'FOLLOW MAIN RD. 1.3 MI. TO ANOTHER Y-FORK, TAKE RIGHT FORK AND GO
 LO1067'2 MI. TO TRACK RD. CROSSING, TURN RIGHT AND GO 0.1 MI. TO CROSSROAD
 LO1067'AT BASE OF CEDAR-COVERED HILL, TURN RIGHT AND GO 3.1 MI. TO E. END
 LO1067'OF EARTH DAM, FOLLOW RD. UP HILL IN SE. DIRECTION 0.4 MI. TO T-FORK,
 LO1067'TURN RIGHT AND GO 1.7 MI. TO ANOTHER T-FORK IN SADDLE, TURN LEFT AND
 LO1067'FOLLOW RD. UP HILL 0.6 MI. TO END OF RD. ON TOP, TURN LEFT AND GO
 LO1067'ACROSS SAGE FLAT TO STATION ABOUT 60 FT. S. OF BREAK OF SLOPE TO N.
 LO1067'
 LO1067'STATION MARK--A STANDARD TABLET, STAMPED ---LA MINK 1963---, CEMENTED
 LO1067'IN BEDROCK PROJECTING 0.2 FT.
 LO1067'
 LO1067'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET, STAMPED
 LO1067'---LA MINK NO 1 1963---, CEMENTED IN BURIED ROCK LEVEL WITH GROUND,
 LO1067'22.57 FT. FROM STATION.
 LO1067'
 LO1067'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET, STAMPED
 LO1067'---LA MINK NO 2 1963---, CEMENTED IN BURIED ROCK PROJECTING ABOUT
 LO1067'3 IN., 26.22 FT. FROM STATION AND LEVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1138 ***********************************************************************
 LO1138  DESIGNATION -  LA MOTTE PEAK
 LO1138  PID         -  LO1138
 LO1138  STATE/COUNTY-  UT/SUMMIT
 LO1138  COUNTRY     -  US
 LO1138  USGS QUAD   -  CHRISTMAS MEADOWS (2017)
 LO1138
 LO1138                         *CURRENT SURVEY CONTROL
 LO1138  ______________________________________________________________________
 LO1138* NAD 83(1994) POSITION- 40 46 25.69045(N) 110 45 07.19346(W)   ADJUSTED
 LO1138* NAVD 88 ORTHO HEIGHT -  3878.8   (meters)    12726.    (feet) VERTCON3
 LO1138  ______________________________________________________________________
 LO1138  GEOID HEIGHT    -        -12.252 (meters)                     GEOID18
 LO1138  LAPLACE CORR    -          7.17  (seconds)                    DEFLEC18
 LO1138  HORZ ORDER      -  THIRD
 LO1138
 LO1138.The horizontal coordinates were established by classical geodetic methods
 LO1138.and adjusted by the National Geodetic Survey in November 1997.
 LO1138
 LO1138.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1138
 LO1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1138.GEOID18 height accuracy estimate available here.
 LO1138
 LO1138.Click photographs - Photos may exist for this station.
 LO1138
 LO1138.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1138
 LO1138. The following values were computed from the NAD 83(1994) position.
 LO1138
 LO1138;                    North         East     Units Scale Factor Converg.
 LO1138;SPC UT N     - 1,049,185.456   563,146.598   MT  0.99999127   +0 29 35.5
 LO1138;SPC UT N     - 3,442,202.62  1,847,590.13   sFT  0.99999127   +0 29 35.5
 LO1138;UTM  12      - 4,513,677.113   520,928.484   MT  0.99960539   +0 09 43.1
 LO1138
 LO1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1138!SPC UT N     -   0.99939384  x   0.99999127  =   0.99938511
 LO1138!UTM  12      -   0.99939384  x   0.99960539  =   0.99899947
 LO1138
 LO1138:                Primary Azimuth Mark                     Grid Az
 LO1138:SPC UT N     -  WASATCH                                  083 55 38.7
 LO1138:UTM  12      -  WASATCH                                  084 15 31.1
 LO1138
 LO1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL2092813677(NAD 83)
 LO1138
 LO1138|---------------------------------------------------------------------|
 LO1138| PID    Reference Object                     Distance      Geod. Az  |
 LO1138|                                                           dddmmss.s |
 LO1138| LO1108 WASATCH                             APPROX.10.9 KM 0842514.2 |
 LO1138|---------------------------------------------------------------------|
 LO1138
 LO1138                          SUPERSEDED SURVEY CONTROL
 LO1138
 LO1138  NAD 83(1993)-  40 46 25.69028(N)    110 45 07.19309(W) AD(       ) 3
 LO1138  NAD 83(1986)-  40 46 25.67497(N)    110 45 07.18285(W) AD(       ) 3
 LO1138  NAD 27      -  40 46 25.87738(N)    110 45 04.57512(W) AD(       ) 3
 LO1138  NGVD 29 (07/19/86) 3877.1    (m)        12720.     (f) VERT ANG       
 LO1138
 LO1138.Superseded values are not recommended for survey control.
 LO1138
 LO1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1138.See file dsdata.pdf to determine how the superseded data were derived.
 LO1138
 LO1138_MARKER: DB = BENCH MARK DISK
 LO1138_SETTING: 66 = SET IN ROCK OUTCROP
 LO1138_MARK LOGO: USGS
 LO1138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO1138+STABILITY: POSITION/ELEVATION WELL
 LO1138
 LO1138  HISTORY     - Date     Condition        Report By
 LO1138  HISTORY     - 1897     MONUMENTED       USGS
 LO1138
 LO1138                          STATION DESCRIPTION
 LO1138
 LO1138'DESCRIBED BY US GEOLOGICAL SURVEY 1897
 LO1138'LOCATED ABOUT 2 MI. (AIRLINE) N. OF SUMMIT-DUCHESNE COUNTY LINE,
 LO1138'BETWEEN E. AND STILLWATER FORKS OF BEAR RIVER, ON LA MOTTE PEAK,
 LO1138'BETWEEN THE E. AND MIDDLE FORKS OF BEAR RIVER.
 LO1138'
 LO1138'STATION REACHED BY HELICOPTER.
 LO1138'
 LO1138'STATION MARK--STANDARD USGS TABLET, NOT STAMPED, CEMENTED IN LARGE
 LO1138'ROCK NEAR CENTER OF FLAT, ROCKY TOP OF MOUNTAIN.
 LO1138'
 LO1138'REFERENCE MARK--A CAIRN ON TOP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1137 ***********************************************************************
 LO1137  DESIGNATION -  LA MOTTE PEAK TARGET
 LO1137  PID         -  LO1137
 LO1137  STATE/COUNTY-  UT/SUMMIT
 LO1137  COUNTRY     -  US
 LO1137  USGS QUAD   -  CHRISTMAS MEADOWS (2017)
 LO1137
 LO1137                         *CURRENT SURVEY CONTROL
 LO1137  ______________________________________________________________________
 LO1137* NAD 83(1994) POSITION- 40 46 25.46846(N) 110 45 07.18899(W)   ADJUSTED
 LO1137  ______________________________________________________________________
 LO1137  GEOID HEIGHT    -        -12.252 (meters)                     GEOID18
 LO1137  LAPLACE CORR    -          7.26  (seconds)                    DEFLEC18
 LO1137  HORZ ORDER      -  THIRD
 LO1137
 LO1137.The horizontal coordinates were established by classical geodetic methods
 LO1137.and adjusted by the National Geodetic Survey in November 1997.
 LO1137
 LO1137.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1137.GEOID18 height accuracy estimate available here.
 LO1137
 LO1137.Click photographs - Photos may exist for this station.
 LO1137
 LO1137.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1137
 LO1137. The following values were computed from the NAD 83(1994) position.
 LO1137
 LO1137;                    North         East     Units Scale Factor Converg.
 LO1137;SPC UT N     - 1,049,178.610   563,146.762   MT  0.99999128   +0 29 35.5
 LO1137;SPC UT N     - 3,442,180.16  1,847,590.67   sFT  0.99999128   +0 29 35.5
 LO1137;SPC UT C     - 2,271,209.177   563,149.449   MT  1.00003314   +0 28 45.0
 LO1137;SPC UT C     - 7,451,458.77  1,847,599.48   sFT  1.00003314   +0 28 45.0
 LO1137;UTM  12      - 4,513,670.268   520,928.608   MT  0.99960539   +0 09 43.1
 LO1137
 LO1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL2092813670(NAD 83)
 LO1137
 LO1137                          SUPERSEDED SURVEY CONTROL
 LO1137
 LO1137  NAD 83(1993)-  40 46 25.46789(N)    110 45 07.18997(W) AD(       ) 3
 LO1137  NAD 83(1986)-  40 46 25.45274(N)    110 45 07.18345(W) AD(       ) 3
 LO1137  NAD 27      -  40 46 25.65600(N)    110 45 04.56900(W) AD(       ) 3
 LO1137
 LO1137.Superseded values are not recommended for survey control.
 LO1137
 LO1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1137.See file dsdata.pdf to determine how the superseded data were derived.
 LO1137
 LO1137_MARKER: Z = SEE DESCRIPTION
 LO1137_SETTING: 0 = UNSPECIFIED SETTING
 LO1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO1137
 LO1137  HISTORY     - Date     Condition        Report By
 LO1137  HISTORY     - 1962     MONUMENTED       CGS
 LO1137
 LO1137                          STATION DESCRIPTION
 LO1137
 LO1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO1137'THE STATION IS ON THE HIGHEST POINT OF LA MOTTE PEAK, ABOUT
 LO1137'15-1/2 MILES SOUTH OF THE UTAH-WYOMING STATE LINE, 8 MILES
 LO1137'NORTHEAST OF MIRROR LAKE AND ON THE WILDERNESS AREA BOUNDARY.
 LO1137'
 LO1137'THE STATION IS A TARGET ON THE HIGHEST POINT OF THE PEAK.  THIS
 LO1137'STATION WAS NOT VISITED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0655 ***********************************************************************
 LN0655  DESIGNATION -  LA POINT
 LN0655  PID         -  LN0655
 LN0655  STATE/COUNTY-  UT/UINTAH
 LN0655  COUNTRY     -  US
 LN0655  USGS QUAD   -  LAPOINT (2017)
 LN0655
 LN0655                         *CURRENT SURVEY CONTROL
 LN0655  ______________________________________________________________________
 LN0655* NAD 83(1994) POSITION- 40 27 22.10004(N) 109 45 17.94536(W)   ADJUSTED
 LN0655* NAVD 88 ORTHO HEIGHT -  1916.0   (meters)     6286.    (feet) VERTCON3
 LN0655  ______________________________________________________________________
 LN0655  GEOID HEIGHT    -        -16.444 (meters)                     GEOID18
 LN0655  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 LN0655  HORZ ORDER      -  FIRST
 LN0655
 LN0655.The horizontal coordinates were established by classical geodetic methods
 LN0655.and adjusted by the National Geodetic Survey in November 1997.
 LN0655
 LN0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0655
 LN0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0655.GEOID18 height accuracy estimate available here.
 LN0655
 LN0655.Click photographs - Photos may exist for this station.
 LN0655
 LN0655.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0655
 LN0655. The following values were computed from the NAD 83(1994) position.
 LN0655
 LN0655;                    North         East     Units Scale Factor Converg.
 LN0655;SPC UT C     - 2,237,120.532   648,001.653   MT  0.99995753   +1 07 04.1
 LN0655;SPC UT C     - 7,339,619.61  2,125,985.42   sFT  0.99995753   +1 07 04.1
 LN0655;UTM  12      - 4,479,130.451   605,564.943   MT  0.99973717   +0 48 28.5
 LN0655
 LN0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0655!SPC UT C     -   0.99970210  x   0.99995753  =   0.99965964
 LN0655!UTM  12      -   0.99970210  x   0.99973717  =   0.99943935
 LN0655
 LN0655:                Primary Azimuth Mark                     Grid Az
 LN0655:SPC UT C     -  LA POINT AZ MK                           002 15 47.1
 LN0655:UTM  12      -  LA POINT AZ MK                           002 34 22.7
 LN0655
 LN0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK0556479130(NAD 83)
 LN0655
 LN0655|---------------------------------------------------------------------|
 LN0655| PID    Reference Object                     Distance      Geod. Az  |
 LN0655|                                                           dddmmss.s |
 LN0655| CP5648 LA POINT AZ MK                                     0032251.2 |
 LN0655| CP5649 LA POINT RM 1                        13.725 METERS 08029     |
 LN0655| CP5650 LA POINT RM 2                        14.118 METERS 17654     |
 LN0655|---------------------------------------------------------------------|
 LN0655
 LN0655                          SUPERSEDED SURVEY CONTROL
 LN0655
 LN0655  NAD 83(1993)-  40 27 22.09938(N)    109 45 17.94578(W) AD(       ) 1
 LN0655  NAD 83(1986)-  40 27 22.07664(N)    109 45 17.93363(W) AD(       ) 1
 LN0655  NAD 27      -  40 27 22.22800(N)    109 45 15.41300(W) AD(       ) 1
 LN0655  NGVD 29 (07/31/96) 1914.7    (m)         6282.     (f) VERT ANG       
 LN0655  NGVD 29 (07/19/86) 1916.7    (m)         6288.     (f) VERT ANG       
 LN0655
 LN0655.Superseded values are not recommended for survey control.
 LN0655
 LN0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0655.See file dsdata.pdf to determine how the superseded data were derived.
 LN0655
 LN0655_MARKER: DS = TRIANGULATION STATION DISK
 LN0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0655_STAMPING: LA POINT 1936
 LN0655_MARK LOGO: CGS
 LN0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0655+STABILITY: SURFACE MOTION
 LN0655
 LN0655  HISTORY     - Date     Condition        Report By
 LN0655  HISTORY     - 1936     MONUMENTED       CGS
 LN0655  HISTORY     - 1947     GOOD             CGS
 LN0655  HISTORY     - 1963     GOOD             USGS
 LN0655
 LN0655                          STATION DESCRIPTION
 LN0655
 LN0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 LN0655'ABOUT 3-1/2 MILES N AND 2.0 MILES E OF LAPOINT POST OFFICE,
 LN0655'IN SEC. 27, T 1 N, R 2 E, ON MESA THAT RUNS SSW FROM LITTLE
 LN0655'MOUNTAIN.  MESA IS COVERED WITH SAGEBRUSH AND HAS JUNIPER
 LN0655'TREES AROUND ITS EDGES.  TO REACH FROM LAPOINT POST OFFICE GO
 LN0655'E ON GRADED DIRT ROAD 1.4 MILES TO TOP OF MESA.  CONTINUE
 LN0655'ON GRADED ROAD NE 0.3 MILE TO TRAIL CROSSROADS.  TURN LEFT (NW)
 LN0655'AND GO 3.6 MILES ON UNIMPROVED ROAD TO FORKS.  STATION IS ABOUT
 LN0655'18 YARDS NE OF FORKS.  SURFACE AND UNDERGROUND MARKS ARE
 LN0655'STANDARD STATION DISKS IN CONCRETE.  UPPER MARK
 LN0655'PROJECTS 4 INCHES ABOVE THE GROUND.  REFERENCE AND AZIMUTH
 LN0655'MARKS ARE STANDARD DISKS IN CONCRETE, PROJECTING
 LN0655'4 INCHES ABOVE GROUND.  NO. 1 IS 13.725 METERS (45.03
 LN0655'FEET) ENE OF STATION N 80 DEG 30 MIN E.  NO. 2
 LN0655'IS 14.118 METERS (46.32 FEET) S OF STATION S 03 DEG 01 E.
 LN0655'DISTANCE BETWEEN REFERENCE MARKS IS 68.14 FEET.
 LN0655'AZIMUTH MARK IS 0.3 MILE N OF STATION N 03 DEG 23 MIN E.
 LN0655'DISTANCE AND BEARING FROM STATION TO STAKE
 LN0655'AT TRAIL FORK ARE 49.8 FEET, S 66 DEG 14 MIN W.  AND TO STAKE AT
 LN0655'CENTER OF RIGHT FORK, 29.0 FEET, N 67 DEG 53 MIN W.
 LN0655'DISTANCE BETWEEN STAKES IS 36.2 FEET.
 LN0655
 LN0655                          STATION RECOVERY (1947)
 LN0655
 LN0655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LN0655'STATION AND ALL MARKS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 LN0655'A NEW DESCRIPTION FOLLOWS--
 LN0655'
 LN0655'STATION IS APPROXIMATELY 3-1/2 MILES NORTH AND 2 MILES EAST
 LN0655'OF LA POINT POST OFFICE, ON MESA THAT RUNS SOUTH-SOUTHWEST FROM
 LN0655'LITTLE MOUNTAIN.  MESA IS COVERED WITH SAGEBRUSH, AND HAS
 LN0655'JUNIPER TREES AROUND EDGES.  STATION MARK IS 50 FEET EAST OF
 LN0655'FORKS OF ROAD, PROJECTS APPROXIMATELY 8 INCHES AND IS STAMPED--LA
 LN0655'POINT 1936.
 LN0655'
 LN0655'REFERENCE MARK NO. 1 IS STAMPED--LA POINT NO 1 1936.  IT IS
 LN0655'EAST-NORTHEAST OF STATION AT ABOUT THE SAME ELEVATION AND
 LN0655'PROJECTS 4 INCHES.
 LN0655'
 LN0655'REFERENCE MARK NO. 2 IS STAMPED--LA POINT NO 2 1936.  IT IS
 LN0655'SOUTH OF STATION, AT ABOUT THE SAME ELEVATION AND PROJECTS 6
 LN0655'INCHES.
 LN0655'
 LN0655'THE AZIMUTH MARK, STAMPED--LA POINT 1936, IS 0.3 MILE AIRLINE
 LN0655'NORTH OF STATION, 15 FEET SOUTH OF CENTER LINE OF ROAD, AND
 LN0655'PROJECTS 8 INCHES.
 LN0655'
 LN0655'TO REACH FROM LA POINT POST OFFICE, GO EAST ON GRADED DIRT
 LN0655'ROAD 1.4 MILES TO TOP OF MESA.  CONTINUE ON GRADED ROAD, NORTHEAST,
 LN0655'FOR 0.3 MILE TO TRAIL CROSSROAD.  TURN LEFT AND GO 3.4 MILES
 LN0655'ON UNIMPROVED ROAD TO FORK AND STATION ON RIGHT.  A DRIVE STATION.
 LN0655'
 LN0655'TO REACH AZIMUTH MARK FROM STATION, GO NORTH ON RIGHT FORK
 LN0655'FOR 0.3 MILE TO MARK AS DESCRIBED.
 LN0655'
 LN0655'OBSERVATIONS MADE FROM A 1.18 M TRIPOD.
 LN0655
 LN0655                          STATION RECOVERY (1963)
 LN0655
 LN0655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LN0655'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 40109-3,
 LN0655'STATION 1006.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0501 ***********************************************************************
 JM0501  DESIGNATION -  LA SAL
 JM0501  PID         -  JM0501
 JM0501  STATE/COUNTY-  UT/SAN JUAN
 JM0501  COUNTRY     -  US
 JM0501  USGS QUAD   -  SANDSTONE DRAW (2017)
 JM0501
 JM0501                         *CURRENT SURVEY CONTROL
 JM0501  ______________________________________________________________________
 JM0501* NAD 83(1994) POSITION- 38 14 16.87217(N) 109 16 23.11653(W)   ADJUSTED
 JM0501* NAVD 88 ORTHO HEIGHT -  2198.    (meters)     7211.    (feet) VERTCON3
 JM0501  ______________________________________________________________________
 JM0501  GEOID HEIGHT    -        -18.741 (meters)                     GEOID18
 JM0501  LAPLACE CORR    -          3.48  (seconds)                    DEFLEC18
 JM0501  HORZ ORDER      -  SECOND
 JM0501
 JM0501.The horizontal coordinates were established by classical geodetic methods
 JM0501.and adjusted by the National Geodetic Survey in November 1997.
 JM0501
 JM0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0501
 JM0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0501.GEOID18 height accuracy estimate available here.
 JM0501
 JM0501.Click photographs - Photos may exist for this station.
 JM0501
 JM0501.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0501
 JM0501. The following values were computed from the NAD 83(1994) position.
 JM0501
 JM0501;                    North         East     Units Scale Factor Converg.
 JM0501;SPC UT S     - 3,176,719.490   694,939.475   MT  0.99998262   +1 21 51.8
 JM0501;SPC UT S     -10,422,287.19  2,279,980.59   sFT  0.99998262   +1 21 51.8
 JM0501;UTM  12      - 4,233,634.281   651,132.314   MT  0.99988130   +1 04 08.5
 JM0501
 JM0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0501!SPC UT S     -   0.99965814  x   0.99998262  =   0.99964077
 JM0501!UTM  12      -   0.99965814  x   0.99988130  =   0.99953948
 JM0501
 JM0501:                Primary Azimuth Mark                     Grid Az
 JM0501:SPC UT S     -  LA SAL AZ MK                             334 14 05.6
 JM0501:UTM  12      -  LA SAL AZ MK                             334 31 48.9
 JM0501
 JM0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH5113233634(NAD 83)
 JM0501
 JM0501|---------------------------------------------------------------------|
 JM0501| PID    Reference Object                     Distance      Geod. Az  |
 JM0501|                                                           dddmmss.s |
 JM0501| CM7538 LA SAL RM 3                          11.379 METERS 02437     |
 JM0501| CM7537 LA SAL RM 2                           3.668 METERS 30025     |
 JM0501| CM7536 LA SAL AZ MK                                       3353557.4 |
 JM0501|---------------------------------------------------------------------|
 JM0501
 JM0501                          SUPERSEDED SURVEY CONTROL
 JM0501
 JM0501  NAD 83(1986)-  38 14 16.86209(N)    109 16 23.11757(W) AD(       ) 2
 JM0501  NAD 27      -  38 14 16.90528(N)    109 16 20.72099(W) AD(       ) 2
 JM0501  NGVD 29 (07/19/86) 2197.     (m)         7208.     (f) VERT ANG       
 JM0501
 JM0501.Superseded values are not recommended for survey control.
 JM0501
 JM0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0501.See file dsdata.pdf to determine how the superseded data were derived.
 JM0501
 JM0501_MARKER: DD = SURVEY DISK
 JM0501_SETTING: 80 = SET IN A BOULDER
 JM0501_STAMPING: LA SAL 1934
 JM0501_MARK LOGO: USGS
 JM0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0501+STABILITY: SURFACE MOTION
 JM0501
 JM0501  HISTORY     - Date     Condition        Report By
 JM0501  HISTORY     - 1934     MONUMENTED       USGS
 JM0501  HISTORY     - 1937     GOOD             CGS
 JM0501  HISTORY     - 1954     GOOD             USGS
 JM0501  HISTORY     - 1959     GOOD             CGS
 JM0501
 JM0501                          STATION DESCRIPTION
 JM0501
 JM0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JM0501'STATION IS ABOUT 5 MILES S OF LA SAL POST OFFICE, ON A HIGH
 JM0501'POINT WHICH SLOPES TO THE W AND HAS VERTICAL CLIFFS ON THE
 JM0501'E AND N.
 JM0501'
 JM0501'STATION MARK IS A STANDARD G.S. BRONZE DISK SET IN SOLID ROCK.
 JM0501'
 JM0501'REFERENCE MARK NO. 1 IS A STANDARD G.S. MARK SET IN SOLID ROCK.
 JM0501'
 JM0501'REFERENCE MARK NO. 2 IS TWENTY PENNY NAIL CEMENTED IN ROCK.
 JM0501'
 JM0501'REFERENCE MARK NO. 3 IS A COPPER NAIL AND WASHER IN A 5-INCH
 JM0501'PINON TREE WHICH IS ON THE NE EDGE OF THE CLIFF.
 JM0501'
 JM0501'THE AZIMUTH MARK IS A STANDARD COAST SURVEY AZIMUTH MARK SET
 JM0501'IN SOLID ROCK ABOUT 100 YARDS TO THE RIGHT OF THE BREAK IN
 JM0501'THE CLIFF MENTIONED.  IT IS ON A POINT WITH ALMOST THE SAME
 JM0501'ELEVATION AS THE STATION MARK.
 JM0501'
 JM0501'STATION REACHED FROM MOAB BY GOING S ON U.S. HIGHWAY 450,
 JM0501'ABOUT 25 MILES TO LA SAL JUNCTION AT A SIGN LA SAL 9 MILES
 JM0501'TURN LEFT ON THE LA SAL ROAD AND GO E 6.2 MILES A ROAD LEADING
 JM0501'S, TURN RIGHT AND GO S AND SE 5.35 MILES TO A SMALL SUMMIT.
 JM0501'LEAVE ROAD AND GO W TOWARD A RAGGED CLIFF ABOUT 0.2 MILE
 JM0501'ACROSS SAGE BRUSH TO THE END OF TRUCK TRAVEL.  FROM HERE
 JM0501'THE STATION IS ON THE E RIM OF THE CLIFF TO THE LEFT.  PACK
 JM0501'UP SLOPE TO A BREAK IN CLIFF JUST W OF THE STATION, THENCE
 JM0501'LEFT ALONG RIM OF CLIFF TO STATION AT HIGHEST POINT.  TIME
 JM0501'OF PACK 20 MINUTES.
 JM0501
 JM0501                          STATION RECOVERY (1954)
 JM0501
 JM0501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (CLP)
 JM0501'STATION MARK--STANDARD TABLET STAMPED ---LA SAL 1934--- CEMENTED
 JM0501'IN BEDROCK.
 JM0501'
 JM0501'REFERENCE MARK NO. 1--REFERENCE MARK TABLET CEMENTED IN BEDROCK,
 JM0501'23.34 FT. FROM STATION MARK, S 29 DEG 50 MIN W.
 JM0501'
 JM0501'REFERENCE MARK NO. 2--A 20-PENNY NAIL CEMENTED IN BEDROCK, 12.03
 JM0501'FT. FROM STATION MARK, N 59 DEG 35 MIN W.
 JM0501'
 JM0501'REFERENCE MARK NO. 3--COPPER NAIL AND WASHER IN 5 IN. PINON TREE,
 JM0501'37.33 FT. FROM STATION MARK, N 44 DEG 37 MIN E.
 JM0501'
 JM0501'AZIMUTH MARK--0.2 MI. FROM STATION MARK, N 24 DEG 24 MIN W.
 JM0501'
 JM0501'STATION FOUND AS DESCRIBED.
 JM0501
 JM0501                          STATION RECOVERY (1959)
 JM0501
 JM0501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 JM0501'STATION NOT OCCUPIED.  STATION, AZIMUTH, AND REFERENCE MARKS
 JM0501'RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE AND CORRECT
 JM0501'EXCEPT FOR THE FOLLOWING.  STATION MAY BE REACHED BY FOLLOWING
 JM0501'BULLDOZED ROAD NORTHEASTERLY FROM THE HOMESTAKE MINE TO
 JM0501'HIGHEST POINT OF RIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0477 ***********************************************************************
 JM0477  DESIGNATION -  LA SALLE NORTH PEAK CAIRN
 JM0477  PID         -  JM0477
 JM0477  STATE/COUNTY-  UT/GRAND
 JM0477  COUNTRY     -  US
 JM0477  USGS QUAD   -  MOUNT WAAS (2017)
 JM0477
 JM0477                         *CURRENT SURVEY CONTROL
 JM0477  ______________________________________________________________________
 JM0477* NAD 83(1994) POSITION- 38 33 01.73609(N) 109 13 43.31774(W)   ADJUSTED
 JM0477  ______________________________________________________________________
 JM0477  GEOID HEIGHT    -        -18.187 (meters)                     GEOID18
 JM0477  LAPLACE CORR    -          4.73  (seconds)                    DEFLEC18
 JM0477  HORZ ORDER      -  THIRD
 JM0477
 JM0477.The horizontal coordinates were established by classical geodetic methods
 JM0477.and adjusted by the National Geodetic Survey in November 1997.
 JM0477
 JM0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0477.GEOID18 height accuracy estimate available here.
 JM0477
 JM0477.Click photographs - Photos may exist for this station.
 JM0477
 JM0477.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0477
 JM0477. The following values were computed from the NAD 83(1994) position.
 JM0477
 JM0477;                    North         East     Units Scale Factor Converg.
 JM0477;SPC UT C     - 2,026,623.329   698,001.411   MT  1.00014759   +1 27 17.8
 JM0477;SPC UT C     - 6,649,013.37  2,290,026.30   sFT  1.00014759   +1 27 17.8
 JM0477;SPC UT S     - 3,211,487.570   697,982.064   MT  1.00004070   +1 23 29.7
 JM0477;SPC UT S     -10,536,355.47  2,289,962.82   sFT  1.00004070   +1 23 29.7
 JM0477;UTM  12      - 4,268,382.200   654,351.332   MT  0.99989340   +1 06 14.8
 JM0477
 JM0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH5435168382(NAD 83)
 JM0477
 JM0477                          SUPERSEDED SURVEY CONTROL
 JM0477
 JM0477  NAD 83(1992)-  38 33 01.71645(N)    109 13 43.31677(W) AD(       ) 3
 JM0477  NAD 83(1986)-  38 33 01.70929(N)    109 13 43.32008(W) AD(       ) 3
 JM0477  NAD 27      -  38 33 01.60000(N)    109 13 40.89100(W) AD(       ) 3
 JM0477  USCA        -  38 32 56.32000(N)    109 13 46.95000(W) AD(       ) 3
 JM0477  USSD        -  38 33 02.19000(N)    109 13 41.44200(W) AD(       ) 3
 JM0477
 JM0477.Superseded values are not recommended for survey control.
 JM0477
 JM0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0477.See file dsdata.pdf to determine how the superseded data were derived.
 JM0477
 JM0477_MARKER: 72 = CAIRN
 JM0477
 JM0477  HISTORY     - Date     Condition        Report By
 JM0477  HISTORY     - 1893     FIRST OBSERVED   CGS
 JM0477
 JM0477                          STATION DESCRIPTION
 JM0477
 JM0477'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0717 ***********************************************************************
 LO0717  DESIGNATION -  LADY
 LO0717  PID         -  LO0717
 LO0717  STATE/COUNTY-  UT/WASATCH
 LO0717  COUNTRY     -  US
 LO0717  USGS QUAD   -  HEBER CITY (2017)
 LO0717
 LO0717                         *CURRENT SURVEY CONTROL
 LO0717  ______________________________________________________________________
 LO0717* NAD 83(1994) POSITION- 40 34 27.88918(N) 111 24 04.81540(W)   ADJUSTED
 LO0717* NAVD 88 ORTHO HEIGHT -  2287.8   (meters)     7506.    (feet) VERTCON3
 LO0717  ______________________________________________________________________
 LO0717  GEOID HEIGHT    -        -15.513 (meters)                     GEOID18
 LO0717  LAPLACE CORR    -         11.93  (seconds)                    DEFLEC18
 LO0717  HORZ ORDER      -  THIRD
 LO0717
 LO0717.The horizontal coordinates were established by classical geodetic methods
 LO0717.and adjusted by the National Geodetic Survey in November 1997.
 LO0717
 LO0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0717
 LO0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0717.GEOID18 height accuracy estimate available here.
 LO0717
 LO0717.Click photographs - Photos may exist for this station.
 LO0717
 LO0717.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0717
 LO0717. The following values were computed from the NAD 83(1994) position.
 LO0717
 LO0717;                    North         East     Units Scale Factor Converg.
 LO0717;SPC UT C     - 2,248,814.732   508,353.990   MT  0.99998207   +0 03 47.5
 LO0717;SPC UT C     - 7,377,986.33  1,667,824.72   sFT  0.99998207   +0 03 47.5
 LO0717;UTM  12      - 4,491,592.074   466,030.678   MT  0.99961420   -0 15 39.8
 LO0717
 LO0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0717!SPC UT C     -   0.99964368  x   0.99998207  =   0.99962575
 LO0717!UTM  12      -   0.99964368  x   0.99961420  =   0.99925801
 LO0717
 LO0717:                Primary Azimuth Mark                     Grid Az
 LO0717:SPC UT C     -  HAIL                                     314 09 43.0
 LO0717:UTM  12      -  HAIL                                     314 29 10.3
 LO0717
 LO0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK6603091592(NAD 83)
 LO0717
 LO0717|---------------------------------------------------------------------|
 LO0717| PID    Reference Object                     Distance      Geod. Az  |
 LO0717|                                                           dddmmss.s |
 LO0717| LO0718 HAIL                                APPROX. 4.9 KM 3141330.5 |
 LO0717|---------------------------------------------------------------------|
 LO0717
 LO0717                          SUPERSEDED SURVEY CONTROL
 LO0717
 LO0717  NAD 83(1993)-  40 34 27.88901(N)    111 24 04.81353(W) AD(       ) 3
 LO0717  NAD 83(1986)-  40 34 27.87583(N)    111 24 04.80558(W) AD(       ) 3
 LO0717  NAD 27      -  40 34 28.05004(N)    111 24 02.10929(W) AD(       ) 3
 LO0717  NGVD 29 (07/19/86) 2286.6    (m)         7502.     (f) VERT ANG       
 LO0717
 LO0717.Superseded values are not recommended for survey control.
 LO0717
 LO0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0717.See file dsdata.pdf to determine how the superseded data were derived.
 LO0717
 LO0717_MARKER: DD = SURVEY DISK
 LO0717_SETTING: 80 = SET IN A BOULDER
 LO0717_STAMPING: LADY 1954
 LO0717_MARK LOGO: USGS
 LO0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0717+STABILITY: SURFACE MOTION
 LO0717
 LO0717  HISTORY     - Date     Condition        Report By
 LO0717  HISTORY     - 1954     MONUMENTED       USGS
 LO0717
 LO0717                          STATION DESCRIPTION
 LO0717
 LO0717'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LO0717'LOCATED ABOUT 5 MI. SE. OF KEETLEY AND 4 MI. NE. OF HEBER, ON A ROCK
 LO0717'AND SAGE COVERED TOP ON THE SW. HEAD OF LADY LONG HOLLOW.
 LO0717'
 LO0717'TO REACH FROM HEBER POST OFFICE, DRIVE 1.6 MI. TO T-RD., TURN RIGHT E.
 LO0717'ON ROUGH ROCKY RD. FOR 4.2 MI., AT A SHEEP CORRAL AND BIG TURN IN RD.
 LO0717'GO LEFT NW. ON DIM RD. FOR 0.1 MI. TO Y-RD., TURN RIGHT NW. 0.3 MI. TO
 LO0717'TOP.  STATION IS ABOUT 300 FT. E, OF THIS POINT.
 LO0717'
 LO0717'STATION MARK - STANDARD TABLET STAMPED ---LADY 1954--- CEMENTED IN TOP
 LO0717'OF BOULDER ABOUT 1.0 FT. ABOVE AVERAGE GROUND.
 LO0717'
 LO0717'NOTE THAT THIS TABLET WAS CENTERED IN AN OLD CHISELED TRIANGLE, ITS
 LO0717'ORIGIN IS UNKNOWN.
 LO0717'
 LO0717'REFERENCE MARK NO.1 - CHISELED CROSS IN LARGE BOULDER, 21.87 FT. FROM
 LO0717'STATION MARK, S 81 DEG 40 MIN W.
 LO0717'
 LO0717'REFERENCE MARK NO.2 - CHISELED CROSS IN LARGE BOULDER, 43.16 FT. FROM
 LO0717'STATION MARK, N 20 DEG 56 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0561 ***********************************************************************
 JO0561  DESIGNATION -  LADYBUG
 JO0561  PID         -  JO0561
 JO0561  STATE/COUNTY-  UT/IRON
 JO0561  COUNTRY     -  US
 JO0561  USGS QUAD   -  BABOON PEAK (2017)
 JO0561
 JO0561                         *CURRENT SURVEY CONTROL
 JO0561  ______________________________________________________________________
 JO0561* NAD 83(1994) POSITION- 38 02 33.55834(N) 113 02 30.60991(W)   ADJUSTED
 JO0561* NAVD 88 ORTHO HEIGHT -  2188.2   (meters)     7179.    (feet) VERTCON3
 JO0561  ______________________________________________________________________
 JO0561  GEOID HEIGHT    -        -21.299 (meters)                     GEOID18
 JO0561  LAPLACE CORR    -          6.30  (seconds)                    DEFLEC18
 JO0561  HORZ ORDER      -  FIRST
 JO0561
 JO0561.The horizontal coordinates were established by classical geodetic methods
 JO0561.and adjusted by the National Geodetic Survey in November 1997.
 JO0561
 JO0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0561
 JO0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0561.GEOID18 height accuracy estimate available here.
 JO0561
 JO0561.Click photographs - Photos may exist for this station.
 JO0561
 JO0561.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0561
 JO0561. The following values were computed from the NAD 83(1994) position.
 JO0561
 JO0561;                    North         East     Units Scale Factor Converg.
 JO0561;SPC UT S     - 3,153,829.271   364,666.569   MT  0.99996145   -0 56 40.8
 JO0561;SPC UT S     -10,347,188.20  1,196,410.24   sFT  0.99996145   -0 56 40.8
 JO0561;UTM  12      - 4,212,515.596   320,826.920   MT  0.99999540   -1 15 31.0
 JO0561
 JO0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0561!SPC UT S     -   0.99966010  x   0.99996145  =   0.99962156
 JO0561!UTM  12      -   0.99966010  x   0.99999540  =   0.99965550
 JO0561
 JO0561:                Primary Azimuth Mark                     Grid Az
 JO0561:SPC UT S     -  LADYBUG AZ MK                            138 24 50.4
 JO0561:UTM  12      -  LADYBUG AZ MK                            138 43 40.6
 JO0561
 JO0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH2082612515(NAD 83)
 JO0561
 JO0561|---------------------------------------------------------------------|
 JO0561| PID    Reference Object                     Distance      Geod. Az  |
 JO0561|                                                           dddmmss.s |
 JO0561| CM5018 LADYBUG RM 1                          5.828 METERS 04321     |
 JO0561| CM5019 LADYBUG RM 2                          9.975 METERS 11833     |
 JO0561| CM5017 LADYBUG AZ MK                                      1372809.6 |
 JO0561| HO0616 LOS ANGELES SALT LK AWY BN 41       APPROX.39.5 KM 2423138.6 |
 JO0561| JO0557 LOS ANGELES SALT LK AWY BN 44       APPROX.25.9 KM 3403217.4 |
 JO0561|---------------------------------------------------------------------|
 JO0561
 JO0561                          SUPERSEDED SURVEY CONTROL
 JO0561
 JO0561  NAD 83(1986)-  38 02 33.55443(N)    113 02 30.60544(W) AD(       ) 1
 JO0561  NAD 27      -  38 02 33.66000(N)    113 02 27.77100(W) AD(       ) 1
 JO0561  NGVD 29 (07/19/86) 2187.0    (m)         7175.     (f) VERT ANG       
 JO0561
 JO0561.Superseded values are not recommended for survey control.
 JO0561
 JO0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0561.See file dsdata.pdf to determine how the superseded data were derived.
 JO0561
 JO0561_MARKER: DS = TRIANGULATION STATION DISK
 JO0561_SETTING: 80 = SET IN A BOULDER
 JO0561_STAMPING: LADYBUG 1938
 JO0561_MARK LOGO: CGS
 JO0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0561+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2018
 JO0561
 JO0561  HISTORY     - Date     Condition        Report By
 JO0561  HISTORY     - 1938     MONUMENTED       CGS
 JO0561  HISTORY     - 1957     GOOD             USGS
 JO0561  HISTORY     - 20180714 GOOD             INDIV
 JO0561
 JO0561                          STATION DESCRIPTION
 JO0561
 JO0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JO0561'STATION LIES ABOUT 18 MILES NW OF PAROWAN, AND ABOUT 7-1/2 MILES
 JO0561'N OF PAROWAN-LUND ROAD ON A ROUND-TOPPED HILL WITH W AND NW
 JO0561'SLOPES SPARSELY COVERED WITH CEDAR TREES, REMAINING SLOPES BEING
 JO0561'THICKLY COVERED WITH CEDARS.  HILL IS ONE OF HIGHEST AND MOST
 JO0561'NORTHERN ONE OF A GROUP OF HILLS IN IMMEDIATE VICINITY.
 JO0561'
 JO0561'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 JO0561'IN BOULDERS.
 JO0561'
 JO0561'STATION IS REACHED FROM POST OFFICE IN PAROWAN AS FOLLOWS--GO N
 JO0561'ON U.S. HIGHWAY 0.2 MILE TO LUND ROAD.  THENCE TURN L, W, AND
 JO0561'FOLLOW MAIN ROAD 2.25 MILES, THEN TURN L, W, AND FOLLOW MAIN ROAD
 JO0561'WESTERLY 11.6 MILES (PASSING THRU A GAP IN A SMALL RANGE OF
 JO0561'HILLS) TO A CROSS ROAD.  THENCE LEAVE LUND ROAD, TURN R, N, AND
 JO0561'GO 6.4 MILES TO A POINT WHERE ROAD CURVES TO NE.  THENCE CONTINUE
 JO0561'0.75 MILE TO A DIM FORK, TAKE OFF L, N, ONTO THIS DIM FORK
 JO0561'AND GO NORTHERLY THRU SAGE AND CEDAR TREES 1.6 MILES.  THENCE
 JO0561'CONTINUE WESTERLY UP A WASH 0.3 MILE TO END OF TRUCK TRAVEL.
 JO0561'NOTE-- STATION CAN BE SEEN TO W FROM POINT WHERE DIM ROAD
 JO0561'FORKS N OFF MAIN ROAD.  FROM END OF TRUCK TRAVEL PACK N
 JO0561'ACROSS WASH TO TOP OF A RIDGE.  THENCE PACK L, WESTERLY, ALONG
 JO0561'RIDGE TO TOP OF HIGHEST POINT ON RIDGE AND STATION.  IT
 JO0561'IS ABOUT A 1 HOUR PACK.
 JO0561'
 JO0561'STATION IS SET IN A BOULDER PROJECTING ABOUT 1 FOOT ABOVE GROUND
 JO0561'SURFACE.  REFERENCE MARK NO. 1 IS SET IN A LARGE IRREGULAR-SHAPED
 JO0561'BOULDER (HIGHEST POINT ON HILL) ABOUT 2-1/2 FEET ABOVE STATION
 JO0561'MARK.  REFERENCE MARK NO. 2 IS SET ON SIDE OF AN IRREGULAR-SHAPED
 JO0561'BOULDER ABOUT 1 FOOT ABOVE GROUND SURFACE, AND ABOUT SAME
 JO0561'ELEVATION AS STATION MARK.
 JO0561'
 JO0561'AZIMUTH IS SET IN SOLID LEDGE ROCK ABOUT 1/3 MILE SE OF STATION.
 JO0561'IT IS ON TOP OF A RIDGE AND ABOUT 25 FEET LOWER THAN STATION.
 JO0561'
 JO0561'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
 JO0561
 JO0561                          STATION RECOVERY (1957)
 JO0561
 JO0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JO0561'RECOVERED IN GOOD CONDITION.
 JO0561'
 JO0561'STATION MARK--STANDARD BRONZE DISK IN BOULDER.
 JO0561
 JO0561                          STATION RECOVERY (2018)
 JO0561
 JO0561'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (TWG)
 JO0561'ALL MARKERS FOUND, THE STATION MARK AND AZIMUTH MARK ARE UNOBSTRUCTED,
 JO0561'BUT REFERENCE MARK 1 HAS BEEN OVERGROWN BY A JUNIPER AND REFERENCE
 JO0561'MARK 2 HAS BEEN OVERGROWN BY SAGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JP0330 ***********************************************************************
 JP0330  DESIGNATION -  LAKE
 JP0330  PID         -  JP0330
 JP0330  STATE/COUNTY-  UT/MILLARD
 JP0330  COUNTRY     -  US
 JP0330  USGS QUAD   -  GARRISON (2017)
 JP0330
 JP0330                         *CURRENT SURVEY CONTROL
 JP0330  ______________________________________________________________________
 JP0330* NAD 83(1994) POSITION- 38 53 42.58953(N) 114 00 35.12462(W)   ADJUSTED
 JP0330* NAVD 88 ORTHO HEIGHT -  1709.5   (meters)     5609.    (feet) VERTCON3
 JP0330  ______________________________________________________________________
 JP0330  GEOID HEIGHT    -        -20.648 (meters)                     GEOID18
 JP0330  LAPLACE CORR    -          2.20  (seconds)                    DEFLEC18
 JP0330  HORZ ORDER      -  THIRD
 JP0330
 JP0330.The horizontal coordinates were established by classical geodetic methods
 JP0330.and adjusted by the National Geodetic Survey in November 1997.
 JP0330
 JP0330.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0330
 JP0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 JP0330.GEOID18 height accuracy estimate available here.
 JP0330
 JP0330.Click photographs - Photos may exist for this station.
 JP0330
 JP0330.The Laplace correction was computed from DEFLEC18 derived deflections.
 JP0330
 JP0330. The following values were computed from the NAD 83(1994) position.
 JP0330
 JP0330;                    North         East     Units Scale Factor Converg.
 JP0330;SPC UT C     - 2,065,430.328   282,289.885   MT  1.00003220   -1 36 27.7
 JP0330;SPC UT C     - 6,776,332.67    926,146.06   sFT  1.00003220   -1 36 27.7
 JP0330;UTM  11      - 4,309,394.250   759,337.212   MT  1.00042826   +1 52 43.0
 JP0330;UTM  12      - 4,309,449.952   238,970.078   MT  1.00043910   -1 53 27.2
 JP0330
 JP0330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0330!SPC UT C     -   0.99973509  x   1.00003220  =   0.99976728
 JP0330!UTM  11      -   0.99973509  x   1.00042826  =   1.00016323
 JP0330!UTM  12      -   0.99973509  x   1.00043910  =   1.00017407
 JP0330
 JP0330:                Primary Azimuth Mark                     Grid Az
 JP0330:SPC UT C     -  BOUNDARY MP 165 NV UT                    329 54 55.1
 JP0330:UTM  11      -  BOUNDARY MP 165 NV UT                    326 25 44.4
 JP0330:UTM  12      -  BOUNDARY MP 165 NV UT                    330 11 54.6
 JP0330
 JP0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD5933709394(NAD 83)
 JP0330
 JP0330|---------------------------------------------------------------------|
 JP0330| PID    Reference Object                     Distance      Geod. Az  |
 JP0330|                                                           dddmmss.s |
 JP0330| JP0329 BOUNDARY MP 165 NV UT               APPROX. 6.5 KM 3281827.4 |
 JP0330|---------------------------------------------------------------------|
 JP0330
 JP0330                          SUPERSEDED SURVEY CONTROL
 JP0330
 JP0330  NAD 83(1986)-  38 53 42.58029(N)    114 00 35.12153(W) AD(       ) 3
 JP0330  NAD 27      -  38 53 42.76242(N)    114 00 32.16799(W) AD(       ) 3
 JP0330  NGVD 29 (07/19/86) 1708.4    (m)         5605.     (f) VERT ANG       
 JP0330
 JP0330.Superseded values are not recommended for survey control.
 JP0330
 JP0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0330.See file dsdata.pdf to determine how the superseded data were derived.
 JP0330
 JP0330_MARKER: DD = SURVEY DISK
 JP0330_SETTING: 66 = SET IN ROCK OUTCROP
 JP0330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0330+STABILITY: POSITION/ELEVATION WELL
 JP0330
 JP0330  HISTORY     - Date     Condition        Report By
 JP0330  HISTORY     - 1946     MONUMENTED       USGS
 JP0330  HISTORY     - 1946     GOOD             USGS
 JP0330
 JP0330                          STATION DESCRIPTION
 JP0330
 JP0330'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 JP0330'LOCATED ABOUT 3.5 MI. S. OF GARRISON, UTAH, ABOUT 200 YDS. E. OF
 JP0330'HIGHWAY AT NE. END OF PRUESS LAKE, 5 FT. W. OF HIGHEST POINT OF A
 JP0330'SMALL TOP.
 JP0330'
 JP0330'TO REACH FROM GARRISON POST OFFICE AND STORE, DRIVE ALONG STATE
 JP0330'HIGHWAY FOR 2.9 MI., TURN LEFT AND FOLLOW DIRT RD. E. AND SE. FOR 0.4
 JP0330'MI. TO TOP OF SADDLE.  PACK W. FOR 0.1 MI. TO TOP AND STATION.  A 10
 JP0330'MINUTE PACK.
 JP0330'
 JP0330'STATION MARK--STANDARD TABLET, STAMPED ---LAKE 1946---, CEMENTED IN
 JP0330'ROCK OUTCROP.
 JP0330'
 JP0330'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 JP0330'1---, CEMENTED IN ROCK OUTCROP.
 JP0330'
 JP0330'REFERENCE MARK NO. 2--CHISELED CROSS, ON PROMINENT ROCK OUTCROP.
 JP0330
 JP0330                          STATION RECOVERY (1946)
 JP0330
 JP0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 JP0330'LOCATED ABOUT 3.5 MI. S. OF GARRISON, UTAH, ABOUT 200 YDS. E. OF
 JP0330'HWY. AT NORTHEAST END OF PRUESS LAKE, 5 FT. W. OF HIGHEST POINT OF
 JP0330'A SMALL TOP.
 JP0330'
 JP0330'TO REACH FROM GARRISON POST OFFICE AND STORE, DRIVE ALONG STATE
 JP0330'HIGHWAY FOR 2.9 MI., TURN LEFT AND FOLLOW DIRT RD. E. AND SE. FOR
 JP0330'0.4 MI. TO TOP OF SADDLE.  PACK W. FOR 0.1 MI. TO TOP AND STATION.
 JP0330'A 10 MINUTE PACK.
 JP0330'
 JP0330'STATION MARK  STANDARD TABLET--STAMPED LAKE 1946--CEMENTED IN
 JP0330'ROCK OUTCROP.
 JP0330'
 JP0330'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET--STAMPED
 JP0330'NO 1 --CEMENTED IN ROCK OUTCROP.
 JP0330'
 JP0330'REFERENCE MARK NO. 2--CHISELED CROSS ON PROMINENT ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0383 ***********************************************************************
 KN0383  DESIGNATION -  LAKE
 KN0383  PID         -  KN0383
 KN0383  STATE/COUNTY-  UT/UTAH
 KN0383  COUNTRY     -  US
 KN0383  USGS QUAD   -  THISTLE (2017)
 KN0383
 KN0383                         *CURRENT SURVEY CONTROL
 KN0383  ______________________________________________________________________
 KN0383* NAD 83(1994) POSITION- 39 54 10.96292(N) 111 28 06.58852(W)   ADJUSTED
 KN0383* NAVD 88 ORTHO HEIGHT -  2614.1   (meters)     8576.    (feet) VERTCON3
 KN0383  ______________________________________________________________________
 KN0383  GEOID HEIGHT    -        -16.454 (meters)                     GEOID18
 KN0383  LAPLACE CORR    -          4.94  (seconds)                    DEFLEC18
 KN0383  HORZ ORDER      -  THIRD
 KN0383
 KN0383.The horizontal coordinates were established by classical geodetic methods
 KN0383.and adjusted by the National Geodetic Survey in November 1997.
 KN0383
 KN0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0383
 KN0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0383.GEOID18 height accuracy estimate available here.
 KN0383
 KN0383.Click photographs - Photos may exist for this station.
 KN0383
 KN0383.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0383
 KN0383. The following values were computed from the NAD 83(1994) position.
 KN0383
 KN0383;                    North         East     Units Scale Factor Converg.
 KN0383;SPC UT C     - 2,174,267.639   502,693.709   MT  0.99989952   +0 01 12.6
 KN0383;SPC UT C     - 7,133,409.75  1,649,254.28   sFT  0.99989952   +0 01 12.6
 KN0383;UTM  12      - 4,417,101.313   459,952.671   MT  0.99961974   -0 18 01.9
 KN0383
 KN0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0383!SPC UT C     -   0.99959265  x   0.99989952  =   0.99949222
 KN0383!UTM  12      -   0.99959265  x   0.99961974  =   0.99921255
 KN0383
 KN0383:                Primary Azimuth Mark                     Grid Az
 KN0383:SPC UT C     -  BIRDSEYE                                 295 06 23.8
 KN0383:UTM  12      -  BIRDSEYE                                 295 25 38.3
 KN0383
 KN0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK5995217101(NAD 83)
 KN0383
 KN0383|---------------------------------------------------------------------|
 KN0383| PID    Reference Object                     Distance      Geod. Az  |
 KN0383|                                                           dddmmss.s |
 KN0383| KN0421 BIRDSEYE                            APPROX. 5.0 KM 2950736.4 |
 KN0383|---------------------------------------------------------------------|
 KN0383
 KN0383                          SUPERSEDED SURVEY CONTROL
 KN0383
 KN0383  NAD 83(1993)-  39 54 10.95716(N)    111 28 06.58522(W) AD(       ) 3
 KN0383  NAD 83(1986)-  39 54 10.95026(N)    111 28 06.58291(W) AD(       ) 3
 KN0383  NAD 27      -  39 54 11.09525(N)    111 28 03.88025(W) AD(       ) 3
 KN0383  NGVD 29 (07/19/86) 2612.8    (m)         8572.     (f) VERT ANG       
 KN0383
 KN0383.Superseded values are not recommended for survey control.
 KN0383
 KN0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0383.See file dsdata.pdf to determine how the superseded data were derived.
 KN0383
 KN0383
 KN0383  HISTORY     - Date     Condition        Report By
 KN0383  HISTORY     - 1938     MONUMENTED       CGS
 KN0383  HISTORY     - 1964     GOOD             USGS
 KN0383
 KN0383                          STATION DESCRIPTION
 KN0383
 KN0383'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 KN0383'LOCATED ABOUT 2 MI. E. AND ABOUT 6 MI. S. FROM THISTLE JUNCTION ON
 KN0383'HIGHEST POINT OF SUMMIT OF A HIGH RIDGE BETWEEN THISTLE CREEK AND LAKE
 KN0383'CREEK, ABOUT 400 FT. SW. OF A TRAIL WHICH FOLLOWS ALONG CREST OF RIDGE
 KN0383'TO THE E.
 KN0383'
 KN0383'STATION REACHED BY HELICOPTER.
 KN0383'
 KN0383'TO REACH FROM THISTLE JUNCTION, DRIVE S. ON U.S. HIGHWAY 89 ABOUT 5
 KN0383'MI. TO A T-RD. E. THEN FOLLOW T-RD. UP MOUNTAIN ABOUT 3 MI. TO RD.
 KN0383'FORKS, THEN TAKE LEFT HAND RD. FOR ABOUT 1 MI. TO END OF TRUCK TRAVEL.
 KN0383'HIKE UP TRAIL E. PAST AN OLD SAW MILL SITE, THEN FOLLOW TRAIL UP TO
 KN0383'TOP OF DIVIDE, TURN RIGHT AND FOLLOW TRAIL THROUGH TIMBER ALONG RIDGE
 KN0383'TO EDGE OF TIMBER ON HIGH RIDGE, TURN RIGHT AND FOLLOW EDGE OF TIMBER
 KN0383'FOR ABOUT 400 FT. TO TOP OF MOUNTAIN AND STATION.
 KN0383'
 KN0383'STATION MARK - NGS TRIANGULATION  TABLET STAMPED ---LAKE 1938---
 KN0383'CEMENTED IN BOULDER AND SET IN GROUND.
 KN0383'
 KN0383'REFERENCE MARK NO.1 - NGS TABLET STAMPED ---LAKE NO.1--- SET IN ROCK
 KN0383'35 FT. SW. FROM STATION MARK, S 33 DEG 13 MIN W.
 KN0383'
 KN0383'REFERENCE MARK NO.2 - FIVE NAILS CEMENTED IN ROCK ABOUT 20 FT. SE. OF
 KN0383'STATION MARK, S 59 DEG 20 MIN E.
 KN0383'
 KN0383'THE STATION MARK AND REFERENCE MARK NO.1 ARE NGS
 KN0383'TABLETS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0808 ***********************************************************************
 LO0808  DESIGNATION -  LAKE
 LO0808  PID         -  LO0808
 LO0808  STATE/COUNTY-  UT/UTAH
 LO0808  COUNTRY     -  US
 LO0808  USGS QUAD   -  SARATOGA SPRINGS (2017)
 LO0808
 LO0808                         *CURRENT SURVEY CONTROL
 LO0808  ______________________________________________________________________
 LO0808* NAD 83(1994) POSITION- 40 16 54.68644(N) 111 56 42.65680(W)   ADJUSTED
 LO0808* NAVD 88 ORTHO HEIGHT -  2334.3   (meters)     7658.    (feet) VERTCON3
 LO0808  ______________________________________________________________________
 LO0808  GEOID HEIGHT    -        -17.237 (meters)                     GEOID18
 LO0808  LAPLACE CORR    -         11.46  (seconds)                    DEFLEC18
 LO0808  HORZ ORDER      -  THIRD
 LO0808
 LO0808.The horizontal coordinates were established by classical geodetic methods
 LO0808.and adjusted by the National Geodetic Survey in November 1997.
 LO0808
 LO0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0808
 LO0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0808.GEOID18 height accuracy estimate available here.
 LO0808
 LO0808.Click photographs - Photos may exist for this station.
 LO0808
 LO0808.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0808
 LO0808. The following values were computed from the NAD 83(1994) position.
 LO0808
 LO0808;                    North         East     Units Scale Factor Converg.
 LO0808;SPC UT C     - 2,216,419.553   462,143.757   MT  0.99992918   -0 17 06.6
 LO0808;SPC UT C     - 7,271,703.15  1,516,216.64   sFT  0.99992918   -0 17 06.6
 LO0808;UTM  12      - 4,459,469.902   419,651.606   MT  0.99967947   -0 36 40.1
 LO0808
 LO0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0808!SPC UT C     -   0.99963664  x   0.99992918  =   0.99956585
 LO0808!UTM  12      -   0.99963664  x   0.99967947  =   0.99931623
 LO0808
 LO0808:                Primary Azimuth Mark                     Grid Az
 LO0808:SPC UT C     -  LAKE 2                                   119 32 47.8
 LO0808:UTM  12      -  LAKE 2                                   119 52 21.3
 LO0808
 LO0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1965159469(NAD 83)
 LO0808
 LO0808|---------------------------------------------------------------------|
 LO0808| PID    Reference Object                     Distance      Geod. Az  |
 LO0808|                                                           dddmmss.s |
 LO0808| LO0803 LEHI LDS TEMPLE STEEPLE             APPROX.14.6 KM 0340552.0 |
 LO0808| LO0804 LAKE 2                              APPROX. 2.0 KM 1191541.2 |
 LO0808| LP0441 RAD BEAM                            APPROX.10.8 KM 2682351.4 |
 LO0808|---------------------------------------------------------------------|
 LO0808
 LO0808                          SUPERSEDED SURVEY CONTROL
 LO0808
 LO0808  NAD 83(1993)-  40 16 54.68573(N)    111 56 42.65584(W) AD(       ) 3
 LO0808  NAD 83(1986)-  40 16 54.67542(N)    111 56 42.65247(W) AD(       ) 3
 LO0808  NAD 27      -  40 16 54.85332(N)    111 56 39.90021(W) AD(       ) 3
 LO0808  NGVD 29 (07/19/86) 2333.2    (m)         7655.     (f) VERT ANG       
 LO0808
 LO0808.Superseded values are not recommended for survey control.
 LO0808
 LO0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0808.See file dsdata.pdf to determine how the superseded data were derived.
 LO0808
 LO0808_MARKER: DD = SURVEY DISK
 LO0808_SETTING: 66 = SET IN ROCK OUTCROP
 LO0808_STAMPING: LAKE 1955
 LO0808_MARK LOGO: USGS
 LO0808_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0808+STABILITY: POSITION/ELEVATION WELL
 LO0808
 LO0808  HISTORY     - Date     Condition        Report By
 LO0808  HISTORY     - 1915     MONUMENTED       USGS
 LO0808  HISTORY     - 1950     GOOD             USGS
 LO0808  HISTORY     - 1955     GOOD             USGS
 LO0808
 LO0808                          STATION DESCRIPTION
 LO0808
 LO0808'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 LO0808'STATION MARK--STANDARD TABLET SET IN SOLID ROCK.
 LO0808
 LO0808                          STATION RECOVERY (1950)
 LO0808
 LO0808'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 LO0808'FOUND AS DESCRIBED, A NEW TO REACH DESCRIPTION
 LO0808'IS GIVEN.
 LO0808'
 LO0808'FROM LEHI RAILROAD CROSSING IN W. END OF LEHI, FOLLOW STATE HIGHWAY
 LO0808'68 FOR 3.5 MI., TURN LEFT AND GO S. AROUND SHORE OF UTAH LAKE FOR
 LO0808'17.3 MI., TURN RIGHT (SW.) ALONG GRAVEL RD. FOR 0.7 MI., TURN RIGHT
 LO0808'(SW. AND W.) 3.5 MI. TO OLD QUARRY IN DRAW, THEN TURN RIGHT UPGRADE
 LO0808'ALONG SHOULDER AND ALONG RD. NE. IN DRAW 6.5 MI. TO FORK, TURN LEFT
 LO0808'AT FORK AND GO N. TO END OF RD. (IN GOOD WEATHER).  STATION IS 0.2
 LO0808'MI. NW. ON HIGH KNOLL.
 LO0808
 LO0808                          STATION RECOVERY (1955)
 LO0808
 LO0808'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LO0808'FOUND AS DESCRIBED.  NO REFERENCE MARKS FOUND
 LO0808'AND ONE WAS ESTABLISHED.  IT IS SUGGESTED TO ADD TO THE END OF THE
 LO0808'DESCRIPTION TO ---PACK TO THE NW.--- AS THE STATION IS ON THE LOW
 LO0808'HILL N. OF SADDLE.
 LO0808'
 LO0808'STATION MARK--STANDARD TABLET STAMPED ---LAKE 1955---, BY USGS, 1955.
 LO0808'
 LO0808'REFERENCE MARK--COPPER NAIL WITH WASHER SET IN TOP OF 6 IN. CEDAR
 LO0808'STUMP, 49.88 FT. FROM STATION MARK, N 53 DEG 58 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0524 ***********************************************************************
 LP0524  DESIGNATION -  LAKE
 LP0524  PID         -  LP0524
 LP0524  STATE/COUNTY-  UT/TOOELE
 LP0524  COUNTRY     -  US
 LP0524  USGS QUAD   -  WIG MOUNTAIN SW (2017)
 LP0524
 LP0524                         *CURRENT SURVEY CONTROL
 LP0524  ______________________________________________________________________
 LP0524* NAD 83(1994) POSITION- 40 18 06.68687(N) 113 14 30.34037(W)   ADJUSTED
 LP0524* NAVD 88 ORTHO HEIGHT -  1310.1   (meters)     4298.    (feet) VERTCON3
 LP0524  ______________________________________________________________________
 LP0524  GEOID HEIGHT    -        -18.701 (meters)                     GEOID18
 LP0524  LAPLACE CORR    -          1.57  (seconds)                    DEFLEC18
 LP0524  HORZ ORDER      -  FIRST
 LP0524
 LP0524.The horizontal coordinates were established by classical geodetic methods
 LP0524.and adjusted by the National Geodetic Survey in November 1997.
 LP0524
 LP0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0524
 LP0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0524.GEOID18 height accuracy estimate available here.
 LP0524
 LP0524.Click photographs - Photos may exist for this station.
 LP0524
 LP0524.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0524
 LP0524. The following values were computed from the NAD 83(1994) position.
 LP0524
 LP0524;                    North         East     Units Scale Factor Converg.
 LP0524;SPC UT C     - 2,219,987.650   351,940.723   MT  0.99993196   -1 06 56.6
 LP0524;SPC UT C     - 7,283,409.48  1,154,658.86   sFT  0.99993196   -1 06 56.6
 LP0524;UTM  12      - 4,463,672.753   309,481.162   MT  1.00004683   -1 27 01.6
 LP0524
 LP0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0524!SPC UT C     -   0.99979745  x   0.99993196  =   0.99972943
 LP0524!UTM  12      -   0.99979745  x   1.00004683  =   0.99984427
 LP0524
 LP0524:                Primary Azimuth Mark                     Grid Az
 LP0524:SPC UT C     -  WILDCAT                                  347 44 44.8
 LP0524:UTM  12      -  WILDCAT                                  348 04 49.8
 LP0524
 LP0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK0948163672(NAD 83)
 LP0524
 LP0524|---------------------------------------------------------------------|
 LP0524| PID    Reference Object                     Distance      Geod. Az  |
 LP0524|                                                           dddmmss.s |
 LP0524| CM5028 LAKE RM 1                            25.104 METERS 17905     |
 LP0524| CM5029 LAKE RM 2                            20.729 METERS 25607     |
 LP0524| LP0564 WILDCAT                             APPROX.20.1 KM 3463748.2 |
 LP0524|---------------------------------------------------------------------|
 LP0524
 LP0524                          SUPERSEDED SURVEY CONTROL
 LP0524
 LP0524  NAD 83(1986)-  40 18 06.67838(N)    113 14 30.32873(W) AD(       ) 1
 LP0524  NAD 27      -  40 18 06.90379(N)    113 14 27.39411(W) AD(       ) 1
 LP0524  NGVD 29 (07/19/86) 1309.1    (m)         4295.     (f) VERT ANG       
 LP0524
 LP0524.Superseded values are not recommended for survey control.
 LP0524
 LP0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0524.See file dsdata.pdf to determine how the superseded data were derived.
 LP0524
 LP0524_MARKER: DB = BENCH MARK DISK
 LP0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0524_STAMPING: LAKE 1953
 LP0524_MARK LOGO: USGS
 LP0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0524+STABILITY: SURFACE MOTION
 LP0524
 LP0524  HISTORY     - Date     Condition        Report By
 LP0524  HISTORY     - 1953     MONUMENTED       USGS
 LP0524  HISTORY     - 1965     GOOD             CGS
 LP0524
 LP0524                          STATION DESCRIPTION
 LP0524
 LP0524'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 LP0524'LOCATED ABOUT 12.0 MI. N. OF GRANITE MTN. AND 9.7 MI. W. OF WIG MTN.,
 LP0524'ON HIGHEST POINT OF LARGE DUNE ON SALT FLAT.
 LP0524'
 LP0524'STATION MARK--STANDARD TABLET, STAMPED ---LAKE 1953---, IN TOP OF
 LP0524'CONCRETE POST.
 LP0524'
 LP0524'REFERENCE MARK NO. 1--A 3/4 IN. PIPE PROJECTING 1.0 FT. ABOVE GROUND,
 LP0524'30.95 FT. FROM STATION MARK.
 LP0524'
 LP0524'REFERENCE MARK NO. 2--IRON ROD, PROJECTING 1.0 FT. ABOVE GROUND,
 LP0524'33.09 FT. FROM STATION MARK.
 LP0524
 LP0524                          STATION RECOVERY (1965)
 LP0524
 LP0524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0524'THE STATION IS LOCATED ABOUT 34 MILES EAST-NORTHEAST OF GOLD
 LP0524'HILL, ABOUT 30 MILES SOUTH OF KNOLLS AND ABOUT 24 MILES
 LP0524'WEST-NORTHWEST OF DUGWAY ON A SMALL SANDY KNOLL ON THE SALT
 LP0524'FLATS OF THE DUGWAY PROVING GROUNDS.
 LP0524'
 LP0524'TO REACH FROM BAKER AREA OF THE DUGWAY PROVING GROUNDS, GO WEST
 LP0524'ON SURFACED ROAD FOR 4.5 MILES TO FORK, KEEP RIGHT FORK AND
 LP0524'CONTINUE FOR 2.8 MILES TO END OF ROAD AND A BUILDING, TURN LEFT,
 LP0524'GO 0.1 MILE TO CROSSROAD, TURN RIGHT AND FOLLOW ROAD AROUND GRID
 LP0524'AREA FOR 0.55 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW
 LP0524'TRACK ROAD WESTERLY FOR 3.15 MILES TO FORK, KEEP LEFT FORK AND
 LP0524'CONTINUE FOR 0.4 MILE TO A RADIO MAST, BEAR RIGHT AND FOLLOW
 LP0524'TRACK ROAD ACROSS SALT FLATS FOR 3.2 MILES, TURN LEFT AND GO
 LP0524'SOUTHWESTERLY ACROSS COUNTRY FOR 0.8 MILE TO A SANDY KNOLL
 LP0524'AND STATION ON HIGHEST POINT.
 LP0524'
 LP0524'NOTE--A 4 WHEEL DRIVE VEHICLE IS NEEDED IN DRY WEATHER AND A
 LP0524'TRACK LAYING VEHICLE IN WET WEATHER.
 LP0524'
 LP0524'STATION MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 LP0524'LAKE 1953, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 LP0524'IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 3.5 FEET
 LP0524'NORTHWEST OF WITNESS POST.
 LP0524'
 LP0524'REFERENCE MARK 1, A STANDARD DISK STAMPED LAKE USGS NO 1 1965,
 LP0524'IS BRAZED TO THE TOP OF A 2 INCH SOIL PIPE WHICH PROJECTS
 LP0524'5 INCHES.  THE MARK IS 79.1 FEET SOUTH OF WITNESS POST.
 LP0524'
 LP0524'REFERENCE MARK 2, A STANDARD DISK STAMPED LAKE USGS NO 2 1965,
 LP0524'IS BRAZED TO THE TOP OF A 2 INCH SOIL PIPE WHICH PROJECTS 4
 LP0524'INCHES.  THE MARK IS 68.6 FEET SOUTHWEST OF WITNESS POST.
 LP0524'
 LP0524'HEIGHT OF LIGHT ABOVE STATION MARK 18.0 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3661 ***********************************************************************
 AA3661  CBN         -  This is a Cooperative Base Network Control Station.
 AA3661  DESIGNATION -  LAKE
 AA3661  PID         -  AA3661
 AA3661  STATE/COUNTY-  UT/PIUTE
 AA3661  COUNTRY     -  US
 AA3661  USGS QUAD   -  PIUTE RESERVOIR (2017)
 AA3661
 AA3661                         *CURRENT SURVEY CONTROL
 AA3661  ______________________________________________________________________
 AA3661* NAD 83(2011) POSITION- 38 20 26.73937(N) 112 12 37.91684(W)   ADJUSTED
 AA3661* NAD 83(2011) ELLIP HT-  1886.467 (meters)        (06/27/12)   ADJUSTED
 AA3661* NAD 83(2011) EPOCH   -  2010.00
 AA3661* NAVD 88 ORTHO HEIGHT -  1905.6   (meters)     6252.    (feet) GPS OBS
 AA3661  ______________________________________________________________________
 AA3661  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3661  GEOID HEIGHT    -         -18.74 (meters)                     GEOID93
 AA3661  GEOID HEIGHT    -        -19.051 (meters)                     GEOID18
 AA3661  NAD 83(2011) X  - -1,894,036.655 (meters)                     COMP
 AA3661  NAD 83(2011) Y  - -4,638,757.435 (meters)                     COMP
 AA3661  NAD 83(2011) Z  -  3,936,350.794 (meters)                     COMP
 AA3661  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC18
 AA3661
 AA3661  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3661  Standards:
 AA3661         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3661            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3661  -------------------------------------------------------------------
 AA3661  NETWORK    0.99   1.71           0.46   0.32   0.87     -0.14402851
 AA3661  -------------------------------------------------------------------
 AA3661  Click here for local accuracies and other accuracy information.
 AA3661
 AA3661.The horizontal coordinates were established by GPS observations
 AA3661.and adjusted by the National Geodetic Survey in June 2012.
 AA3661
 AA3661.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3661.been affixed to the stable North American tectonic plate. See 
 AA3661.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3661
 AA3661.The horizontal coordinates are valid at the epoch date displayed above
 AA3661.which is a decimal equivalence of Year/Month/Day.
 AA3661
 AA3661.The orthometric height was determined by GPS observations and a
 AA3661.high-resolution geoid model.
 AA3661
 AA3661.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3661.GEOID18 height accuracy estimate available here.
 AA3661
 AA3661.Click photographs - Photos may exist for this station.
 AA3661
 AA3661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3661
 AA3661.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3661
 AA3661.The ellipsoidal height was determined by GPS observations
 AA3661.and is referenced to NAD 83.
 AA3661
 AA3661. The following values were computed from the NAD 83(2011) position.
 AA3661
 AA3661;                    North         East     Units Scale Factor Converg.
 AA3661;SPC UT S     - 3,186,038.619   437,882.764   MT  0.99999842   -0 26 07.2
 AA3661;SPC UT S     -10,452,861.70  1,436,620.37   sFT  0.99999842   -0 26 07.2
 AA3661;UTM  12      - 4,244,317.569   394,210.327   MT  0.99973783   -0 45 03.6
 AA3661
 AA3661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3661!SPC UT S     -   0.99970409  x   0.99999842  =   0.99970251
 AA3661!UTM  12      -   0.99970409  x   0.99973783  =   0.99944199
 AA3661
 AA3661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH9421044317(NAD 83)
 AA3661
 AA3661                          SUPERSEDED SURVEY CONTROL
 AA3661
 AA3661  NAD 83(2007)-  38 20 26.73900(N)    112 12 37.91749(W) AD(2002.00) 0
 AA3661  ELLIP H (02/10/07) 1886.476  (m)                       GP(2002.00)    
 AA3661  ELLIP H (11/14/01) 1886.493  (m)                       GP(       ) 4 2
 AA3661  NAD 83(1994)-  38 20 26.73814(N)    112 12 37.91573(W) AD(       ) B
 AA3661  ELLIP H (04/21/95) 1886.579  (m)                       GP(       ) 4 1
 AA3661
 AA3661.Superseded values are not recommended for survey control.
 AA3661
 AA3661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3661.See file dsdata.pdf to determine how the superseded data were derived.
 AA3661
 AA3661_MARKER: DD = SURVEY DISK
 AA3661_SETTING: 80 = SET IN A BOULDER
 AA3661_STAMPING: LAKE 1944
 AA3661_MARK LOGO: USGS
 AA3661_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3661+STABILITY: SURFACE MOTION
 AA3661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3661+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2007
 AA3661
 AA3661  HISTORY     - Date     Condition        Report By
 AA3661  HISTORY     - 1944     MONUMENTED       USGS
 AA3661  HISTORY     - 19931106 GOOD             NGS
 AA3661  HISTORY     - 20070419 GOOD             INDIV
 AA3661
 AA3661                          STATION DESCRIPTION
 AA3661
 AA3661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 AA3661'STATION IS LOCATED ABOUT 13 KM (8.05 MI) SOUTH OF MARYSVALE, 11 KM
 AA3661'(6.85 MI) NORTH OF JUNCTION, 2 KM (1.25 MI) NORTH-NORTHWEST OF THE
 AA3661'NORTH END OF PIUTE RESERVOIR, 0.8 KM (0.50 MI) WEST OF US HIGHWAY 89,
 AA3661'ALONG A GRADED ROAD (OLD HIGHWAY), 0.64 KM (0.40 MI) NORTH OF THE
 AA3661'NORTH ONE OF TWO WOODEN POLE POWERLINES, IN LOW BRUSH, IN THE
 AA3661'SOUTHWEST 1/4 OF SECTION 28, T 28 S, R 3 W.  OWNERSHIP--US BUREAU OF
 AA3661'LAND MANAGEMENT. TO REACH FROM THE JUNCTION OF US HIGHWAY 89 AND 100
 AA3661'NORTH STREET IN MARYSVALE (FIRST STREET NORTH OF THE OLD STONEBLOCK
 AA3661'SCHOOL BUILDING), GO SOUTH ON HIGHWAY 89 FOR 5.46 KM (3.40 MI) TO AN
 AA3661'OFFSET GRADED CROSSROAD.  CONTINUE AHEAD FOR 0.30 KM (0.20 MI) TO A
 AA3661'CROSSROAD AT MILE 177.1.  TURN LEFT, EAST, THEN SOUTH, ON PAVED, THEN
 AA3661'GRADED ROAD FOR 5.32 KM (3.30 MI) TO A GRADED CROSSROAD.  CONTINUE
 AA3661'AHEAD FOR 1.49 KM (0.90 MI) TO TOP OF GRADE AND STATION ON THE RIGHT.
 AA3661'STATION MARK IS A DISK SET IN THE TOP OF A SMALL BOULDER FLUSH WITH
 AA3661'THE GROUND AND SURROUNDED BY A RING OF ROCKS.  IT IS 154 M (505.2 FT)
 AA3661'NORTH ALONG THE ROAD FROM TELEPHONE PEDESTAL 14, 25.7 M (84.3 FT) WEST
 AA3661'OF, AND 0.5 M (1.6 FT) HIGHER THAN THE ROAD CENTER, AND 0.9 M (3.0 FT)
 AA3661'NORTH OF A FIBERGLASS WITNESS POST. DESCRIBED BY G.R.HEID
 AA3661
 AA3661                          STATION RECOVERY (2007)
 AA3661
 AA3661'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (GWM)
 AA3661'I USED OPUS ON THIS PIONT AS A CHECK. THE COORDINATES ARE WITHIN .008
 AA3661'FT AND THE MARKER IS IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0804 ***********************************************************************
 LO0804  DESIGNATION -  LAKE 2
 LO0804  PID         -  LO0804
 LO0804  STATE/COUNTY-  UT/UTAH
 LO0804  COUNTRY     -  US
 LO0804  USGS QUAD   -  SARATOGA SPRINGS (2017)
 LO0804
 LO0804                         *CURRENT SURVEY CONTROL
 LO0804  ______________________________________________________________________
 LO0804* NAD 83(1994) POSITION- 40 16 23.39741(N) 111 55 29.76425(W)   ADJUSTED
 LO0804* NAVD 88 ORTHO HEIGHT -  2302.6   (meters)     7554.    (feet) VERTCON3
 LO0804  ______________________________________________________________________
 LO0804  GEOID HEIGHT    -        -17.239 (meters)                     GEOID18
 LO0804  LAPLACE CORR    -         -8.31  (seconds)                    DEFLEC18
 LO0804  HORZ ORDER      -  FIRST
 LO0804
 LO0804.The horizontal coordinates were established by classical geodetic methods
 LO0804.and adjusted by the National Geodetic Survey in November 1997.
 LO0804
 LO0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0804
 LO0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0804.GEOID18 height accuracy estimate available here.
 LO0804
 LO0804.Click photographs - Photos may exist for this station.
 LO0804
 LO0804.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0804
 LO0804. The following values were computed from the NAD 83(1994) position.
 LO0804
 LO0804;                    North         East     Units Scale Factor Converg.
 LO0804;SPC UT C     - 2,215,446.166   463,860.949   MT  0.99992801   -0 16 19.9
 LO0804;SPC UT C     - 7,268,509.63  1,521,850.46   sFT  0.99992801   -0 16 19.9
 LO0804;UTM  12      - 4,458,487.011   421,362.805   MT  0.99967612   -0 35 52.6
 LO0804
 LO0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0804!SPC UT C     -   0.99964162  x   0.99992801  =   0.99956965
 LO0804!UTM  12      -   0.99964162  x   0.99967612  =   0.99931785
 LO0804
 LO0804:                Primary Azimuth Mark                     Grid Az
 LO0804:SPC UT C     -  LAKE 2 AZ MK                             248 15 26.9
 LO0804:UTM  12      -  LAKE 2 AZ MK                             248 34 59.6
 LO0804
 LO0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2136258487(NAD 83)
 LO0804
 LO0804|---------------------------------------------------------------------|
 LO0804| PID    Reference Object                     Distance      Geod. Az  |
 LO0804|                                                           dddmmss.s |
 LO0804| LO0797 LEHI U I SUGAR CO STACK             APPROX.14.0 KM 0333248.1 |
 LO0804| CM5023 LAKE 2 AZ MK                                       2475907.0 |
 LO0804| CU8301 LAKE 2 RM 1                           2.622 METERS 25349     |
 LO0804| LO0805 LAKE MTN MICROWAVE MAST               8.047 METERS 32316     |
 LO0804| CM5024 LAKE 2 RM 1                           3.281 METERS 35255     |
 LO0804|---------------------------------------------------------------------|
 LO0804
 LO0804                          SUPERSEDED SURVEY CONTROL
 LO0804
 LO0804  NAD 83(1993)-  40 16 23.39680(N)    111 55 29.76376(W) AD(       ) 1
 LO0804  NAD 83(1986)-  40 16 23.38609(N)    111 55 29.75954(W) AD(       ) 1
 LO0804  NAD 27      -  40 16 23.55857(N)    111 55 27.00102(W) AD(       ) 1
 LO0804  NGVD 29 (07/19/86) 2301.5    (m)         7551.     (f) VERT ANG       
 LO0804
 LO0804.Superseded values are not recommended for survey control.
 LO0804
 LO0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0804.See file dsdata.pdf to determine how the superseded data were derived.
 LO0804
 LO0804_MARKER: DB = BENCH MARK DISK
 LO0804_SETTING: 66 = SET IN ROCK OUTCROP
 LO0804_STAMPING: LAKE NO 2 1946
 LO0804_MARK LOGO: USGS
 LO0804_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0804+STABILITY: POSITION/ELEVATION WELL
 LO0804
 LO0804  HISTORY     - Date     Condition        Report By
 LO0804  HISTORY     - 1946     MONUMENTED       USGS
 LO0804  HISTORY     - 1963     GOOD             CGS
 LO0804  HISTORY     - 1974     GOOD             NGS
 LO0804
 LO0804                          STATION DESCRIPTION
 LO0804
 LO0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 LO0804'STATION WAS OBSERVED FROM STATIONS VIEW (USGS) 1962 AND WILLIAMS
 LO0804'(USGS) 1962 IN 1962 BUT WAS NOT OCCUPIED.  FOLLOWING IS A
 LO0804'NEW COMPLETE DESCRIPTION.
 LO0804'
 LO0804'THE STATION IS ABOUT 14 MILES WEST-NORTHWEST OF PROVO, 10 MILES
 LO0804'SOUTHWEST OF AMERICAN FORK AND 4 MILES WEST OF THE WEST EDGE
 LO0804'OF UTAH LAKE, NEAR THE EAST RIM OF LAKE MOUNTAIN, THERE ARE
 LO0804'HIGHER POINTS TO THE WEST AND SOUTHWEST OF THE STATION.
 LO0804'
 LO0804'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 68
 LO0804'AND 111, AT THE STOP AND GO LIGHT IN RIVERTON, GO SOUTH ON
 LO0804'STATE HIGHWAY 68 FOR 9.45 MILES TO THE JUNCTION WITH STATE
 LO0804'HIGHWAY 73.  CONTINUE SOUTH ON HIGHWAY 68 FOR 8.45 MILES TO
 LO0804'SOME MINING BUILDINGS ON THE RIGHT.  CONTINUE SOUTH AND
 LO0804'SOUTHWEST ON HIGHWAY 68 FOR 8.1 MILES TO THE THIRD DIRT SIDE
 LO0804'ROAD RIGHT AT A FENCE CORNER.  TURN RIGHT AND GO WEST AND
 LO0804'NORTHWEST ON DIRT ROAD FOR 1.95 MILES TO A FORK.  TAKE THE
 LO0804'RIGHT FORK AND CONTINUE NORTHWEST FOR 0.4 MILE TO A FORK.
 LO0804'TAKE THE RIGHT FORK, MAIN TRAVELED ROAD FOR 1.65 MILES TO A
 LO0804'FORK.  TAKE THE LEFT FORK, PASSING TO THE LEFT OF AN OLD
 LO0804'MINE FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK FOR 0.1
 LO0804'MILE TO A REVERSE FORK ON THE LEFT.  CONTINUE STRAIGHT
 LO0804'AHEAD ON THE MAIN TRAVELED ROAD FOR 1.05 MILES, UP HILL TO
 LO0804'A FORK.  TAKE THE RIGHT FORK, MAIN TRAVELED ROAD UP CANYON FOR
 LO0804'4.9 MILES TO SIDE ROAD RIGHT.  TURN RIGHT ON SIDE ROAD FOR
 LO0804'0.3 MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.95 MILE TO A
 LO0804'REVERSE FORK ON THE LEFT.  CONTINUE AHEAD FOR 0.05 MILE TO THE
 LO0804'AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD UP HILL FOR 0.2 MILE TO A
 LO0804'MICRO-WAVE TOWER AND THE STATION.
 LO0804'
 LO0804'STATION MARK IS A U.S. GEOLOGICAL BRONZE DISK, STAMPED LAKE
 LO0804'NO 2 1946, CEMENTED IN A DRILL HOLE IN A 3 X 4 FOOT ROCK OUTCROP
 LO0804'PROJECTING 1 FOOT.  IT IS 26 FEET SOUTHEAST OF THE MICRO-WAVE
 LO0804'TOWER.
 LO0804'
 LO0804'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LAKE NO 2 USGS
 LO0804'NO 1 1963, CEMENTED IN A DRILL HOLE IN A 3 X 4 FOOT ROCK OUTCROP
 LO0804'PROJECTING 2 FEET.  IT IS 25 FEET EAST-SOUTHEAST OF THE
 LO0804'MICRO-WAVE TOWER AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 LO0804'
 LO0804'REFERENCE MARK 1 IS A USGS BRONZE DISK, STAMPED LAKE NO 2 NO 1,
 LO0804'CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT ROCK OUTCROP PROJECTING
 LO0804'6 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 LO0804'
 LO0804'AZIMUTH MARK IS A STANDARD DISK, STAMPED LAKE NO 2 1963,
 LO0804'CEMENTED IN A DRILL HOLE IN A 1 X 1 FOOT ROCK OUTCROP PROJECTING
 LO0804'2 INCHES.  IT IS 30 FEET SOUTH OF THE CENTERLINE OF A TRACK
 LO0804'ROAD.
 LO0804
 LO0804                          STATION RECOVERY (1974)
 LO0804
 LO0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LO0804'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 1
 LO0804'(USGS) AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 LO0804'CONDITION.  THE DIRECTIONS AND DISTANCES TO ALL MARKS COMPARED
 LO0804'WITH THE 1963 DATA.  A NEW DESCRIPTION FOLLOWS.
 LO0804'
 LO0804'THE STATION IS LOCATED ABOUT 14 MILES WEST-NORTHWEST OF
 LO0804'PROVO, 9 MILES SOUTH-SOUTHWEST OF LEHI, 4 MILES WEST OF THE
 LO0804'WEST EDGE OF THE UTAH LAKE AND NEAR THE EAST RIM OF LAKE MOUNTAIN.
 LO0804'
 LO0804'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS
 LO0804'73 AND 68, ABOUT 3 MILES WEST OF LEHI, GO SOUTH ON STATE
 LO0804'HIGHWAY 68 FOR 5.2 MILES TO A SIDE ROAD RIGHT.  TURN
 LO0804'RIGHT AND GO SOUTHERLY, THEN WESTERLY ON WINDING GRAVELED
 LO0804'ROAD FOR 5.8 MILES TO SIDE ROAD LEFT.  CONTINUE SOUTHERLY
 LO0804'ON GRAVELED ROAD FOR 0.3 MILE TO A FORK.  KEEEP LEFT FORK AND
 LO0804'GO SOUTH ON DIRT ROAD FOR 0.05 MILE TO A FORK.  KEEP RIGHT FORK
 LO0804'AND GO SOUTHERLY ON DIRT ROAD FOR 0.15 MILE TO A FORK.  KEEP
 LO0804'LEFT FORK AND GO SOUTHEASTERLY ON DIRT ROAD FOR 0.3 MILE TO ROAD
 LO0804'FORKS.  KEEP LEFT MOST ROAD AND GO SOUTHEAST ON DIRT
 LO0804'ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LO0804'CONTINUE SOUTHEAST ON DIRT ROAD FOR 0.25 MILE TO THE STATION.
 LO0804'
 LO0804'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED LAKE
 LO0804'NO 2 1946, CEMENTED IN A DRILL HOLE IN A 3 X 4-FOOT BOULDER THAT
 LO0804'PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS 27 FEET SOUTHEAST OF
 LO0804'THE SOUTHEAST CORNER OF A SMALL CEMENT BLOCK BUILDING, 14 FEET
 LO0804'WEST OF THE RIM OF RIDGE AND UNDER A COUNTY TARGET THAT IS
 LO0804'14 FEET TALL.
 LO0804'
 LO0804'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LAKE NO 2
 LO0804'USGS NO 1 1963, CEMENTED IN A DRILL HOLE, IN A 1.5 X 2.5-FOOT
 LO0804'BOULDER THAT PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS 21 FEET
 LO0804'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SMALL CEMENT BLOCK
 LO0804'BUILDING.
 LO0804'
 LO0804'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 LO0804'STAMPED LAKE NO 2 NO 1, CEMENTED IN A DRILL HOLE, IN A
 LO0804'1.5 X 1.5 FOOT BOULDER THAT IS FLUSH WITH THE GROUND.  IT IS 23
 LO0804'FEET WEST OF THE RIM OF RIDGE AND 22.5 FEET SOUTH-SOUTHEAST
 LO0804'OF THE SOUTHEAST CORNER OF THE SMALL CEMENT BLOCK BUILDING.
 LO0804'
 LO0804'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LAKE NO 2 USGS
 LO0804'1963, CEMENTED IN A DRILL HOLE, IN A 12X12-INCH BOULDER
 LO0804'THAT PROJECTS 4 INCHES.  IT IS 30 FEET SOUTH OF THE DIRT ROAD AND 2
 LO0804'FEET EAST OF A WITNESS POST.
 LO0804'
 LO0804'HEIGHT OF LIGHT ABOVE STATION MARK 4.7 FEET.
 LO0804'
 LO0804'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO0804'9 MILES SOUTH-SOUTHWEST OF LEHI.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1047 ***********************************************************************
 LO1047  DESIGNATION -  LAKE 23
 LO1047  PID         -  LO1047
 LO1047  STATE/COUNTY-  UT/DUCHESNE
 LO1047  COUNTRY     -  US
 LO1047  USGS QUAD   -  LAKE FORK MOUNTAIN (2017)
 LO1047
 LO1047                         *CURRENT SURVEY CONTROL
 LO1047  ______________________________________________________________________
 LO1047* NAD 83(1994) POSITION- 40 30 15.42016(N) 110 24 54.97359(W)   ADJUSTED
 LO1047* NAVD 88 ORTHO HEIGHT -  2346.7   (meters)     7699.    (feet) VERTCON3
 LO1047  ______________________________________________________________________
 LO1047  GEOID HEIGHT    -        -14.493 (meters)                     GEOID18
 LO1047  LAPLACE CORR    -         -4.92  (seconds)                    DEFLEC18
 LO1047  HORZ ORDER      -  THIRD
 LO1047
 LO1047.The horizontal coordinates were established by classical geodetic methods
 LO1047.and adjusted by the National Geodetic Survey in November 1997.
 LO1047
 LO1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1047
 LO1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1047.GEOID18 height accuracy estimate available here.
 LO1047
 LO1047.Click photographs - Photos may exist for this station.
 LO1047
 LO1047.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1047
 LO1047. The following values were computed from the NAD 83(1994) position.
 LO1047
 LO1047;                    North         East     Units Scale Factor Converg.
 LO1047;SPC UT C     - 2,241,580.207   591,938.963   MT  0.99996700   +0 41 41.5
 LO1047;SPC UT C     - 7,354,251.06  1,942,053.08   sFT  0.99996700   +0 41 41.5
 LO1047;UTM  12      - 4,483,894.388   549,543.375   MT  0.99963021   +0 22 47.3
 LO1047
 LO1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1047!SPC UT C     -   0.99963428  x   0.99996700  =   0.99960130
 LO1047!UTM  12      -   0.99963428  x   0.99963021  =   0.99926463
 LO1047
 LO1047:                Primary Azimuth Mark                     Grid Az
 LO1047:SPC UT C     -  SPUR                                     266 56 21.5
 LO1047:UTM  12      -  SPUR                                     267 15 15.7
 LO1047
 LO1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK4954383894(NAD 83)
 LO1047
 LO1047|---------------------------------------------------------------------|
 LO1047| PID    Reference Object                     Distance      Geod. Az  |
 LO1047|                                                           dddmmss.s |
 LO1047| LO1046 SPUR                                APPROX. 7.0 KM 2673803.0 |
 LO1047|---------------------------------------------------------------------|
 LO1047
 LO1047                          SUPERSEDED SURVEY CONTROL
 LO1047
 LO1047  NAD 83(1993)-  40 30 15.41902(N)    110 24 54.97352(W) AD(       ) 3
 LO1047  NAD 83(1986)-  40 30 15.40146(N)    110 24 54.96208(W) AD(       ) 3
 LO1047  NAD 27      -  40 30 15.58776(N)    110 24 52.38226(W) AD(       ) 3
 LO1047  NGVD 29 (07/19/86) 2345.2    (m)         7694.     (f) VERT ANG       
 LO1047
 LO1047.Superseded values are not recommended for survey control.
 LO1047
 LO1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1047.See file dsdata.pdf to determine how the superseded data were derived.
 LO1047
 LO1047
 LO1047  HISTORY     - Date     Condition        Report By
 LO1047  HISTORY     - UNK      MONUMENTED       BOR
 LO1047  HISTORY     - 1965     GOOD             USGS
 LO1047
 LO1047                          STATION DESCRIPTION
 LO1047
 LO1047'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 LO1047'DESCRIBED AS FOLLOWS.
 LO1047'
 LO1047'TO REACH FROM MOON LAKE CASH STORE (MOUNTAIN HOME) 20 MI. N. OF
 LO1047'DUCHESNE, PROCEED N. ALONG RD. TOWARD MOON LAKE 0.8 MI.  TURN RIGHT
 LO1047'0.25 MI. AND THEN TURN N. (LEFT) ALONG MOON LAKE ROAD 4.25 MI. TO
 LO1047'JUNCTION OF MOON LAKE AND YELLOWSTONE ROADS.  CONTINUE ON TOWARD MOON
 LO1047'LAKE FOR 3.3 MI. TO RD. RIGHT.  TAKE RD. RIGHT 0.1 MI. TO DIM RD.
 LO1047'RIGHT (MADE BY BOR ) TO TOP OF RIDGE AND AREA OF STATION.  TAKE THIS
 LO1047'RD. (1600 FT.) 0.3 MI. TO TOP OF RIDGE.  STATION SITS ON  SMALL RISE
 LO1047'APPROXIMATELY 500 FT. SW. OF END OF TRUCK TRAVEL, 30 FT. SE. OF
 LO1047'MAHOGANY BUSH, 150 FT. NW. OF 4 X 8 BOULDER.  STATION IS BATHEY BAR
 LO1047'AND CAP 0.3 FT. ABOVE GROUND.  ROCK CAIRN AS WITNESS.
 LO1047'
 LO1047'RECOVERED.
 LO1047'
 LO1047'STATION MARK--BOR  DISK, STAMPED ---LAKE 23---, PROJECTING 1 FT.
 LO1047'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1045 ***********************************************************************
 LO1045  DESIGNATION -  LAKE FORK
 LO1045  PID         -  LO1045
 LO1045  STATE/COUNTY-  UT/DUCHESNE
 LO1045  COUNTRY     -  US
 LO1045  USGS QUAD   -  LAKE FORK MOUNTAIN (2017)
 LO1045
 LO1045                         *CURRENT SURVEY CONTROL
 LO1045  ______________________________________________________________________
 LO1045* NAD 83(1994) POSITION- 40 34 39.12664(N) 110 26 50.67833(W)   ADJUSTED
 LO1045* NAVD 88 ORTHO HEIGHT -  3317.3   (meters)    10884.    (feet) VERTCON3
 LO1045  ______________________________________________________________________
 LO1045  GEOID HEIGHT    -        -13.299 (meters)                     GEOID18
 LO1045  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 LO1045  HORZ ORDER      -  FIRST
 LO1045
 LO1045.The horizontal coordinates were established by classical geodetic methods
 LO1045.and adjusted by the National Geodetic Survey in November 1997.
 LO1045
 LO1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1045
 LO1045.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1045.GEOID18 height accuracy estimate available here.
 LO1045
 LO1045.Click photographs - Photos may exist for this station.
 LO1045
 LO1045.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1045
 LO1045. The following values were computed from the NAD 83(1994) position.
 LO1045
 LO1045;                    North         East     Units Scale Factor Converg.
 LO1045;SPC UT C     - 2,249,681.140   589,119.246   MT  0.99998278   +0 40 27.4
 LO1045;SPC UT C     - 7,380,828.87  1,932,802.06   sFT  0.99998278   +0 40 27.4
 LO1045;UTM  12      - 4,492,007.888   546,769.190   MT  0.99962692   +0 21 34.0
 LO1045
 LO1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1045!SPC UT C     -   0.99948199  x   0.99998278  =   0.99946477
 LO1045!UTM  12      -   0.99948199  x   0.99962692  =   0.99910910
 LO1045
 LO1045:                Primary Azimuth Mark                     Grid Az
 LO1045:SPC UT C     -  LAKE FORK AZ MK                          090 51 50.0
 LO1045:UTM  12      -  LAKE FORK AZ MK                          091 10 43.4
 LO1045
 LO1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK4676992007(NAD 83)
 LO1045
 LO1045|---------------------------------------------------------------------|
 LO1045| PID    Reference Object                     Distance      Geod. Az  |
 LO1045|                                                           dddmmss.s |
 LO1045| CP5655 LAKE FORK RM 1                       12.070 METERS 02654     |
 LO1045| CP5654 LAKE FORK AZ MK                                    0913217.4 |
 LO1045| CP5656 LAKE FORK RM 2                       13.858 METERS 31053     |
 LO1045|---------------------------------------------------------------------|
 LO1045
 LO1045                          SUPERSEDED SURVEY CONTROL
 LO1045
 LO1045  NAD 83(1993)-  40 34 39.12610(N)    110 26 50.67795(W) AD(       ) 1
 LO1045  NAD 83(1986)-  40 34 39.10880(N)    110 26 50.66657(W) AD(       ) 1
 LO1045  NAD 27      -  40 34 39.30800(N)    110 26 48.08400(W) AD(       ) 1
 LO1045  NGVD 29 (07/19/86) 3315.6    (m)        10878.     (f) VERT ANG       
 LO1045
 LO1045.Superseded values are not recommended for survey control.
 LO1045
 LO1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1045.See file dsdata.pdf to determine how the superseded data were derived.
 LO1045
 LO1045_MARKER: DS = TRIANGULATION STATION DISK
 LO1045_SETTING: 80 = SET IN A BOULDER
 LO1045
 LO1045  HISTORY     - Date     Condition        Report By
 LO1045  HISTORY     - 1946     MONUMENTED       CGS
 LO1045  HISTORY     - 1961     GOOD             CGS
 LO1045  HISTORY     - 1966     GOOD             USGS
 LO1045
 LO1045                          STATION DESCRIPTION
 LO1045
 LO1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1045'THE STATION IS LOCATED ON THE EASTERN OF TWO PEAKS WHICH ARE
 LO1045'LOCATED ABOUT 2.5 MILES EAST OF MOON LAKE, ABOUT 14.8 MILES
 LO1045'AIRLINE NORTHWEST OF THE TOWN OF ALTONAH, ABOUT 13 MILES AIRLINE
 LO1045'NORTH-NORTHWEST OF THE POST OFFICE AT MOUNTAIN HOME.  THE PEAK
 LO1045'DROPS OFF ABRUPTLY ON THE NORTH AND SOUTH SIDES BUT HAS A GENTLE
 LO1045'SLOPE TO THE EAST, IT HAS A FEW PINE TREES ON THE SOUTH SIDE
 LO1045'AND BETWEEN THE TWO PEAKS WHICH IS WEST OF THE POINT SELECTED,
 LO1045'IT IS ON THE HIGHEST POINT OF AN EAST-WEST RIDGE, SET IN A
 LO1045'BOULDER WHICH PROJECTS 6 INCHES AND IS STAMPED--LAKE FORK
 LO1045'1946.
 LO1045'
 LO1045'REFERENCE MARK NO. 1 IS APPROXIMATELY 4 FEET LOWER THAN THE
 LO1045'STATION SET IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND AND
 LO1045'IS STAMPED--LAKE FORK NO 1 1946.
 LO1045'
 LO1045'REFERENCE MARK NO. 2 IS APPROXIMATELY 5 FEET LOWER THAN THE
 LO1045'STATION SET IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND AND
 LO1045'IS STAMPED--LAKE FORK NO 2 1946.
 LO1045'
 LO1045'THE AZIMUTH MARK IS ON AN OPEN POINT OF AN EAST-WEST RIDGE WITH
 LO1045'A FEW SCATTERED TREES ON THE SLOPES, SET IN BEDROCK FLUSH WITH
 LO1045'THE GROUND AND STAMPED--LAKE FORK 1946.
 LO1045'
 LO1045'TO REACH FROM THE STORE AND SERVICE STATION AT ALTONAH, GO
 LO1045'NORTH FOR 0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT (W) AND GO
 LO1045'2.0 MILES TO A CROSSROAD, TURN RIGHT (N) AND GO 5.9 MILES ALONG
 LO1045'THE MAIN ROAD TO A FORK AND SIGN LAKE FORK MTN. 12 MILES, TAKE
 LO1045'RIGHT FORK STRAIGHT AHEAD FOLLOWING THE MAIN ROAD FOR 1.2 MILE
 LO1045'TO A FORK AND SIGN WATTERSON SAWMILL, TAKE RIGHT FORK STRAIGHT
 LO1045'AHEAD FOR 3.3 MILES TO A Y INTERSECTION AND SIGN LAKE FORK
 LO1045'MOUNTAIN ROAD SAWMILLS, TAKE LEFT FORK UP HILL FOR 7.6 MILES
 LO1045'TO A SAWMILL AND FORK, TAKE LEFT FORK (PASSING SAWMILL) FOR
 LO1045'0.2 MILE TO A FORK, CONTINUE STRAIGHT AHEAD FOR 100 YARDS TO
 LO1045'A Y INTERSECTION, TAKE RIGHT FORK STRAIGHT AHEAD ON THE
 LO1045'NORTH SIDE SIDE OF A SMALL DRAW FOR 0.7 MILE TO A FORK AND
 LO1045'OLD SAWMILL SITE AND LARGE POLE CORRAL TO LEFT, TAKE
 LO1045'RIGHT FORK CROSSING A SMALL STREAM AND BRIDGE, BEAR LEFT
 LO1045'CIRCLING SLOWLY TO THE SOUTH PASSING BETWEEN CORRAL ON LEFT
 LO1045'AND LOG FENCE ON RIGHT, CONTINUE SOUTH FOR 1.1 MILE TO TOP
 LO1045'OF RIDGE, TURN RIGHT (W) UP HILL PICKING WAY THROUGH TIMBER
 LO1045'FOR 0.35 MILES TO TOP OF RIDGE AND STATION SITE.  A DRIVE
 LO1045'STATION FOR A FOUR WHEEL DRIVE VEHICLE.  END OF TRUCK
 LO1045'TRAVEL FOR TWO WHEEL DRIVE VEHICLE APPROXIMATELY 0.8 MILE
 LO1045'BEFORE REACHING STATION.
 LO1045
 LO1045                          STATION RECOVERY (1961)
 LO1045
 LO1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RLG)
 LO1045'STATION AND MARKS WERE FOUND AS DESCRIBED IN GOOD CONDITION.
 LO1045
 LO1045                          STATION RECOVERY (1966)
 LO1045
 LO1045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LO1045'RECOVERED.
 LO1045'
 LO1045'STATION MARK--STANDARD DISK, STAMPED ---LAKE FORK 1946---, SET IN
 LO1045'A BOULDER WHICH PROJECTS 6 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5835 ***********************************************************************
 AI5835  DESIGNATION -  LAKE MOUNTAIN GPS BASE STATION ARP
 AI5835  PID         -  AI5835
 AI5835  STATE/COUNTY-  UT/UTAH
 AI5835  COUNTRY     -  US
 AI5835  USGS QUAD   -  SARATOGA SPRINGS (2017)
 AI5835
 AI5835                         *CURRENT SURVEY CONTROL
 AI5835  ______________________________________________________________________
 AI5835* NAD 83(2011) POSITION- 40 15 41.09473(N) 111 55 41.88262(W)   ADJUSTED
 AI5835* NAD 83(2011) ELLIP HT-  2312.689 (meters)        (06/27/12)   ADJUSTED
 AI5835* NAD 83(2011) EPOCH   -  2010.00
 AI5835* NAVD 88 ORTHO HEIGHT -  2330.1   (meters)     7645.    (feet) GPS OBS
 AI5835  ______________________________________________________________________
 AI5835  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5835  GEOID HEIGHT    -        -17.349 (meters)                     GEOID09
 AI5835  GEOID HEIGHT    -        -17.232 (meters)                     GEOID18
 AI5835  NAD 83(2011) X  - -1,820,834.611 (meters)                     COMP
 AI5835  NAD 83(2011) Y  - -4,523,011.488 (meters)                     COMP
 AI5835  NAD 83(2011) Z  -  4,101,673.383 (meters)                     COMP
 AI5835  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 AI5835
 AI5835  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5835  Standards:
 AI5835         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5835            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5835  -------------------------------------------------------------------
 AI5835  NETWORK    0.16   0.33           0.07   0.06   0.17      0.00365352
 AI5835  -------------------------------------------------------------------
 AI5835  Click here for local accuracies and other accuracy information.
 AI5835
 AI5835.The horizontal coordinates were established by GPS observations
 AI5835.and adjusted by the National Geodetic Survey in June 2012.
 AI5835
 AI5835.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5835.been affixed to the stable North American tectonic plate. See 
 AI5835.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5835
 AI5835.The horizontal coordinates are valid at the epoch date displayed above
 AI5835.which is a decimal equivalence of Year/Month/Day.
 AI5835
 AI5835.The orthometric height was determined by GPS observations and a
 AI5835.high-resolution geoid model.
 AI5835
 AI5835.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5835.GEOID18 height accuracy estimate available here.
 AI5835
 AI5835.Click photographs - Photos may exist for this station.
 AI5835
 AI5835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5835
 AI5835.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5835
 AI5835.The ellipsoidal height was determined by GPS observations
 AI5835.and is referenced to NAD 83.
 AI5835
 AI5835. The following values were computed from the NAD 83(2011) position.
 AI5835
 AI5835;                    North         East     Units Scale Factor Converg.
 AI5835;SPC UT C     - 2,214,142.841   463,568.420   MT  0.99992646   -0 16 27.7
 AI5835;SPC UT C     - 7,264,233.64  1,520,890.72   sFT  0.99992646   -0 16 27.7
 AI5835;UTM  12      - 4,457,185.697   421,062.948   MT  0.99967670   -0 35 59.9
 AI5835
 AI5835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5835!SPC UT C     -   0.99963733  x   0.99992646  =   0.99956382
 AI5835!UTM  12      -   0.99963733  x   0.99967670  =   0.99931415
 AI5835
 AI5835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2106257185(NAD 83)
 AI5835
 AI5835                          SUPERSEDED SURVEY CONTROL
 AI5835
 AI5835  NAD 83(2007)-  40 15 41.09440(N)    111 55 41.88295(W) AD(2002.00) 0
 AI5835  ELLIP H (02/10/07) 2312.701  (m)                       GP(2002.00)    
 AI5835  NAD 83(1994)-  40 15 41.09396(N)    111 55 41.88250(W) AD(       ) A
 AI5835  ELLIP H (06/28/00) 2312.721  (m)                       GP(       ) 4 1
 AI5835  NAVD 88 (06/28/00) 2330.1    (m)  GEOID99  model used  GPS OBS        
 AI5835
 AI5835.Superseded values are not recommended for survey control.
 AI5835
 AI5835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5835.See file dsdata.pdf to determine how the superseded data were derived.
 AI5835
 AI5835_MARKER: Z = SEE DESCRIPTION
 AI5835_SETTING: 0 = UNSPECIFIED SETTING
 AI5835_MARK LOGO: NONE
 AI5835_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5835+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1999
 AI5835
 AI5835  HISTORY     - Date     Condition        Report By
 AI5835  HISTORY     - 1997     MONUMENTED
 AI5835  HISTORY     - 19990615 GOOD             NGS
 AI5835
 AI5835                          STATION DESCRIPTION
 AI5835
 AI5835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AI5835'THE STATION IS A GPS BASE STATION ARP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0805 ***********************************************************************
 LO0805  DESIGNATION -  LAKE MTN MICROWAVE MAST
 LO0805  PID         -  LO0805
 LO0805  STATE/COUNTY-  UT/UTAH
 LO0805  COUNTRY     -  US
 LO0805  USGS QUAD   -  SARATOGA SPRINGS (2017)
 LO0805
 LO0805                         *CURRENT SURVEY CONTROL
 LO0805  ______________________________________________________________________
 LO0805* NAD 83(1994) POSITION- 40 16 23.60651(N) 111 55 29.96794(W)   ADJUSTED
 LO0805* NAVD 88 ORTHO HEIGHT -  2302.    (meters)     7552.    (feet) SCALED
 LO0805  ______________________________________________________________________
 LO0805  GEOID HEIGHT    -        -17.239 (meters)                     GEOID18
 LO0805  LAPLACE CORR    -         -8.27  (seconds)                    DEFLEC18
 LO0805  HORZ ORDER      -  SECOND
 LO0805
 LO0805.The horizontal coordinates were established by classical geodetic methods
 LO0805.and adjusted by the National Geodetic Survey in November 1997.
 LO0805
 LO0805.The orthometric height was scaled from a topographic map.
 LO0805
 LO0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0805.GEOID18 height accuracy estimate available here.
 LO0805
 LO0805.Click photographs - Photos may exist for this station.
 LO0805
 LO0805.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0805
 LO0805. The following values were computed from the NAD 83(1994) position.
 LO0805
 LO0805;                    North         East     Units Scale Factor Converg.
 LO0805;SPC UT C     - 2,215,452.637   463,856.168   MT  0.99992802   -0 16 20.1
 LO0805;SPC UT C     - 7,268,530.86  1,521,834.78   sFT  0.99992802   -0 16 20.1
 LO0805;UTM  12      - 4,458,493.508   421,358.062   MT  0.99967613   -0 35 52.7
 LO0805
 LO0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0805!SPC UT C     -   0.99964170  x   0.99992802  =   0.99956974
 LO0805!UTM  12      -   0.99964170  x   0.99967613  =   0.99931794
 LO0805
 LO0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2135858493(NAD 83)
 LO0805
 LO0805                          SUPERSEDED SURVEY CONTROL
 LO0805
 LO0805  NAD 83(1993)-  40 16 23.60595(N)    111 55 29.96736(W) AD(       ) 2
 LO0805  NAD 83(1986)-  40 16 23.59538(N)    111 55 29.96341(W) AD(       ) 2
 LO0805  NAD 27      -  40 16 23.76871(N)    111 55 27.20458(W) AD(       ) 2
 LO0805
 LO0805.Superseded values are not recommended for survey control.
 LO0805
 LO0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0805.See file dsdata.pdf to determine how the superseded data were derived.
 LO0805
 LO0805_MARKER: 44 = MICROWAVE MAST
 LO0805
 LO0805  HISTORY     - Date     Condition        Report By
 LO0805  HISTORY     - 1963     FIRST OBSERVED   CGS
 LO0805
 LO0805                          STATION DESCRIPTION
 LO0805
 LO0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 LO0805'THE STATION IS THE CENTER OF A STRUCTURAL STEEL MAST WITH AN
 LO0805'OVERALL HEIGHT OF 25 FEET AND HAS TWO DISH SHAPED FANS ON
 LO0805'TOP.  IT IS ABOUT 14 MILES WEST-NORTHWEST OF PROVO, 10 MILES
 LO0805'SOUTHWEST OF AMERICAN FORK AND 4 MILES WEST OF THE WEST EDGE
 LO0805'OF UTAH LAKE.
 LO0805'
 LO0805'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION LAKE
 LO0805'NO 2 (USGS), THE DISTANCE BEING 26.40 FEET OR 8.047 METERS
 LO0805'NORTHWEST OF STATION LAKE NO 2 (USGS).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0806 ***********************************************************************
 LO0806  DESIGNATION -  LAKE MTN UTAH PWR LT CO MAST
 LO0806  PID         -  LO0806
 LO0806  STATE/COUNTY-  UT/UTAH
 LO0806  COUNTRY     -  US
 LO0806  USGS QUAD   -  SARATOGA SPRINGS (2017)
 LO0806
 LO0806                         *CURRENT SURVEY CONTROL
 LO0806  ______________________________________________________________________
 LO0806* NAD 83(1994) POSITION- 40 16 56.42015(N) 111 56 13.42033(W)   ADJUSTED
 LO0806  ______________________________________________________________________
 LO0806  GEOID HEIGHT    -        -17.235 (meters)                     GEOID18
 LO0806  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 LO0806  HORZ ORDER      -  THIRD
 LO0806
 LO0806.The horizontal coordinates were established by classical geodetic methods
 LO0806.and adjusted by the National Geodetic Survey in November 1997.
 LO0806
 LO0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0806.GEOID18 height accuracy estimate available here.
 LO0806
 LO0806.Click photographs - Photos may exist for this station.
 LO0806
 LO0806.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0806
 LO0806. The following values were computed from the NAD 83(1994) position.
 LO0806
 LO0806;                    North         East     Units Scale Factor Converg.
 LO0806;SPC UT C     - 2,216,469.618   462,834.605   MT  0.99992925   -0 16 47.9
 LO0806;SPC UT C     - 7,271,867.41  1,518,483.20   sFT  0.99992925   -0 16 47.9
 LO0806;UTM  12      - 4,459,516.025   420,342.555   MT  0.99967811   -0 36 21.2
 LO0806
 LO0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2034259516(NAD 83)
 LO0806
 LO0806                          SUPERSEDED SURVEY CONTROL
 LO0806
 LO0806  NAD 83(1993)-  40 16 56.42004(N)    111 56 13.41900(W) AD(       ) 3
 LO0806  NAD 83(1986)-  40 16 56.40877(N)    111 56 13.41668(W) AD(       ) 3
 LO0806  NAD 27      -  40 16 56.57838(N)    111 56 10.65710(W) AD(       ) 3
 LO0806
 LO0806.Superseded values are not recommended for survey control.
 LO0806
 LO0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0806.See file dsdata.pdf to determine how the superseded data were derived.
 LO0806
 LO0806_MARKER: 42 = RADIO/TV MAST
 LO0806
 LO0806  HISTORY     - Date     Condition        Report By
 LO0806  HISTORY     - 1962     FIRST OBSERVED   CGS
 LO0806
 LO0806                          STATION DESCRIPTION
 LO0806
 LO0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0806'STATION IS THE TOP CENTER OF THE MAST, WHICH IS BUILT OF
 LO0806'STRUCTURAL STEEL, 100 FEET IN HEIGHT AND HAS A RED LIGHT ON
 LO0806'TOP.
 LO0806'
 LO0806'IT IS LOCATED ABOUT 15 MILES WEST OF PROVO, 3 MILES WEST OF
 LO0806'THE WEST SHORE OF UTAH LAKE AND ON THE HIGHEST POINT OF THE
 LO0806'LAKE MOUNTAINS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0599 ***********************************************************************
 LP0599  DESIGNATION -  LAKE POINT
 LP0599  PID         -  LP0599
 LP0599  STATE/COUNTY-  UT/TOOELE
 LP0599  COUNTRY     -  US
 LP0599  USGS QUAD   -  MILLS JUNCTION (2017)
 LP0599
 LP0599                         *CURRENT SURVEY CONTROL
 LP0599  ______________________________________________________________________
 LP0599* NAD 83(1994) POSITION- 40 42 07.79925(N) 112 15 13.55937(W)   ADJUSTED
 LP0599* NAVD 88 ORTHO HEIGHT -  1369.9   (meters)     4494.    (feet) VERTCON3
 LP0599  ______________________________________________________________________
 LP0599  GEOID HEIGHT    -        -17.322 (meters)                     GEOID18
 LP0599  LAPLACE CORR    -         15.28  (seconds)                    DEFLEC18
 LP0599  HORZ ORDER      -  FIRST
 LP0599
 LP0599.The horizontal coordinates were established by classical geodetic methods
 LP0599.and adjusted by the National Geodetic Survey in June 1998.
 LP0599
 LP0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0599
 LP0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0599.GEOID18 height accuracy estimate available here.
 LP0599
 LP0599.Click photographs - Photos may exist for this station.
 LP0599
 LP0599.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0599
 LP0599. The following values were computed from the NAD 83(1994) position.
 LP0599
 LP0599;                    North         East     Units Scale Factor Converg.
 LP0599;SPC UT C     - 2,263,265.064   436,297.007   MT  1.00001340   -0 28 58.2
 LP0599;SPC UT C     - 7,425,395.46  1,431,417.76   sFT  1.00001340   -0 28 58.2
 LP0599;UTM  12      - 4,506,451.365   394,081.823   MT  0.99973809   -0 49 03.7
 LP0599
 LP0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0599!SPC UT C     -   0.99978787  x   1.00001340  =   0.99980127
 LP0599!UTM  12      -   0.99978787  x   0.99973809  =   0.99952602
 LP0599
 LP0599:                Primary Azimuth Mark                     Grid Az
 LP0599:SPC UT C     -  LAKE POINT AZ MK                         215 16 05.2
 LP0599:UTM  12      -  LAKE POINT AZ MK                         215 36 10.7
 LP0599
 LP0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL9408106451(NAD 83)
 LP0599
 LP0599|---------------------------------------------------------------------|
 LP0599| PID    Reference Object                     Distance      Geod. Az  |
 LP0599|                                                           dddmmss.s |
 LP0599| LP0424 BEACON 61A NEAR STA LAKE POINT      265.411 METERS 00233     |
 LP0599| CM5026 LAKE POINT RM 1                      25.480 METERS 01010     |
 LP0599| LP0427 LAKE POINT RM 3                     350.154 METERS 02954     |
 LP0599| LP0447 BEACON 59 AT STOCKTON 61A           APPROX.28.6 KM 1990111.1 |
 LP0599| LP0426 UTAH WOOL PULLING CO STACK          APPROX. 6.8 KM 2130915.2 |
 LP0599| CM5025 LAKE POINT AZ MK                                   2144707.0 |
 LP0599| CM5027 LAKE POINT RM 2                       4.906 METERS 24533     |
 LP0599| LP0482 SAN FRANCIS SALT LK AWY BN 59       APPROX.33.7 KM 2791122.1 |
 LP0599|---------------------------------------------------------------------|
 LP0599
 LP0599                          SUPERSEDED SURVEY CONTROL
 LP0599
 LP0599  NAD 83(1993)-  40 42 07.79316(N)    112 15 13.55913(W) AD(       ) 1
 LP0599  NAD 83(1986)-  40 42 07.78923(N)    112 15 13.55130(W) AD(       ) 1
 LP0599  NAD 27      -  40 42 07.98892(N)    112 15 10.74352(W) AD(       ) 1
 LP0599  NGVD 29 (07/19/86) 1368.9    (m)         4491.     (f) VERT ANG       
 LP0599
 LP0599.Superseded values are not recommended for survey control.
 LP0599
 LP0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0599.See file dsdata.pdf to determine how the superseded data were derived.
 LP0599
 LP0599_MARKER: DS = TRIANGULATION STATION DISK
 LP0599_SETTING: 66 = SET IN ROCK OUTCROP
 LP0599_STAMPING: LAKE PT 1938
 LP0599_MARK LOGO: CGS
 LP0599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0599+STABILITY: POSITION/ELEVATION WELL
 LP0599
 LP0599  HISTORY     - Date     Condition        Report By
 LP0599  HISTORY     - 1938     MONUMENTED       CGS
 LP0599  HISTORY     - 1940     GOOD             CGS
 LP0599  HISTORY     - 1953     GOOD             CGS
 LP0599  HISTORY     - 1965     GOOD             CGS
 LP0599  HISTORY     - 1974     GOOD             NGS
 LP0599
 LP0599                          STATION DESCRIPTION
 LP0599
 LP0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 LP0599'STATION IS ON THE EXTREME NORTHWESTERN POINT OF THE OQUIRRH
 LP0599'MOUNTAIN RANGE.  IT IS ON THE FIRST ROCKY POINT EAST OF HIGHWAY
 LP0599'U.S. 40.  STATION LIES APPROXIMATELY 13 MILES NE OF GRANTSVILLE
 LP0599'AND 12 MILES NNE OF TOOELE.
 LP0599'
 LP0599'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LP0599'BEDROCK AS DESCRIBED.  AZIMUTH MARK IS A
 LP0599'STANDARD BRONZE DISK SET IN CONCRETE AS DESCRIBED.
 LP0599'
 LP0599'REACHED FROM GRANTSVILLE AS FOLLOWS--GO EAST ON HIGHWAY U.S.
 LP0599'40 FOR 13.75 MILES TO A STANDARD OIL FILLING STATION ON
 LP0599'RIGHT.  TURN RIGHT ON DIRT ROAD AND GO 0.07 MILE TO A N-S
 LP0599'ROAD, TURN RIGHT (S) AND GO 100 YARDS, THEN LEFT ABOUT 50 YARDS
 LP0599'TO THE R.R. RIGHT-OF-WAY FENCE AND END OF TRUCK TRAVEL.  FROM
 LP0599'THIS POINT THE STATION LIES A LITTLE EAST OF NORTH ABOUT 0.15
 LP0599'MILE, A 15 MINUTE PACK.  CROSS R.R. TRACKS, THEN BEAR LEFT
 LP0599'ALONG THE SIDE OF RIDGE TO ROCKY POINT VISIBLE JUST WEST OF
 LP0599'THE TRANSMISSION LINE.
 LP0599'
 LP0599'THE AIR BEACON IS ABOUT THE SAME ELEVATION AS STATION.  AZIMUTH
 LP0599'MARK IS ABOUT 20 YARDS NORTHWEST OF HIGHWAY U.S. 40 AT
 LP0599'A POINT ABOUT 1 MILE SOUTHWEST OF STATION.  IT IS JUST
 LP0599'NORTH OF A SIDE ROAD LEADING WEST.
 LP0599
 LP0599                          STATION RECOVERY (1940)
 LP0599
 LP0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LP0599'STATION WAS RECOVERED AS PER THE ORIGINAL DESCRIPTION, AND ALL
 LP0599'MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.
 LP0599'
 LP0599'REFERENCE MARK NO. 1 IS 83.615 FEET N OF THE STATION, SET IN A
 LP0599'LIMESTONE LEDGE, WHICH PROJECTS ABOUT 2 FEET.  IT IS ABOUT
 LP0599'4 FEET HIGHER THAN THE STATION MARK IN ELEVATION.
 LP0599'
 LP0599'REFERENCE MARK NO. 2 IS 16.060 FEET WSW OF THE STATION, SET
 LP0599'IN BEDROCK, AT ABOUT THE SAME ELEVATION AS THE STATION.
 LP0599'
 LP0599'AZIMUTH MARK IS APPROXIMATELY 1 MILE SW OF THE STATION, 0.7
 LP0599'MILE SW OF THE STANDARD OIL SERVICE STATION ON U.S. HIGHWAY
 LP0599'40, 58 FEET NW OF THE CENTER OF HIGHWAY 40, 20 FEET SE OF A
 LP0599'BOARD GATE ALONG SW SIDE OF FENCE, AND IS JUST N OF A SIDE
 LP0599'ROAD.
 LP0599
 LP0599                          STATION RECOVERY (1953)
 LP0599
 LP0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 LP0599'THE STATION WAS RECOVERED IN GOOD CONDITION.
 LP0599
 LP0599                          STATION RECOVERY (1965)
 LP0599
 LP0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 LP0599'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 LP0599'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE STATION IS
 LP0599'LOCATED APPROXIMATELY 13 MILES NORTHEAST OF GRANTSVILLE AND
 LP0599'12 MILES NORTH-NORTHEAST OF TOOELE.  IT IS ON THE FIRST ROCKY
 LP0599'BENCH EAST OF U.S. HIGHWAY 40, AND ABOUT 250 YARDS SOUTH OF AN
 LP0599'AIRWAY BEACON, ON THE EXTREME NORTHWEST END OF THE OQUIRRH
 LP0599'MOUNTAIN RANGE, 10 FEET SOUTH OF EAST END OF HIGH ROCKS
 LP0599'PROJECTING ABOUT 4 FEET, 100 FEET NORTH OF CURVE OF ROAD AND
 LP0599'UNDER THE WEST POWER LINE.  A STANDARD DISK, STAMPED, LAKE
 LP0599'PT 1938.
 LP0599'
 LP0599'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, A STANDARD DISK,
 LP0599'STAMPED, LAKE PT NO 1 1938 AND SET IN ROCK.
 LP0599'
 LP0599'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, A
 LP0599'STANDARD DISK, STAMPED, LAKE PT NO 2 1938 AND SET IN ROCK.
 LP0599'
 LP0599'AZIMUTH MARK IS ABOUT 1 MILE SOUTHWEST OF THE STATION.  IT
 LP0599'IS 20 FEET NORTH OF CENTER LINE OF T-ROAD WEST, 58 FEET WEST
 LP0599'OF CENTER OF U.S. HIGHWAY 40.  A STANDARD DISK, STAMPED, LAKE
 LP0599'PT 1938 AND SET IN THE TOP OF A CONCRETE MONUMENT, WHICH
 LP0599'PROJECTS 2 INCHES.
 LP0599'
 LP0599'TO REACH THE STATION FROM THE POST OFFICE IN TOOELE, GO
 LP0599'NORTHERLY ON STATE HIGHWAY 36 FOR 8.6 MILES TO THE JUNCTION OF
 LP0599'U.S. HIGHWAY 40, CONTINUE NORTHEAST ON HIGHWAY 40 FOR 2.8
 LP0599'MILES TO A SIDE ROAD LEFT (W) AND THE AZIMUTH MARK.  CONTINUE
 LP0599'0.95 MILE TO A STANDARD SERVICE STATION ON THE RIGHT, GO RIGHT
 LP0599'ABOUT 100 YARDS, TURN SHARP RIGHT AND GO SOUTH ON THE MACADAM
 LP0599'ROAD 0.8 MILE TO A TRACK ROAD ON THE LEFT, TURN LEFT, GO EAST
 LP0599'0.1 MILE TO THE RAILROAD TRACK, CROSS THE TRACK THENCE LEFT
 LP0599'NORTHERLY A FOLLOWING THE DUGWAY ROAD ALONG THE POWER LINE
 LP0599'0.8 MILE TO WHERE THE ROAD CURVES TO THE RIGHT AND STATION.
 LP0599
 LP0599                          STATION RECOVERY (1974)
 LP0599
 LP0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LP0599'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LP0599'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND A NEW REFERENCE MARK
 LP0599'3 WAS SET AND OCCUPIED.  THE ANGLE BETWEEN REFERENCE MARKS CHECKED
 LP0599'9 FT 10 IN SMALLER THAN THE 1940 OBSERVATIONS.  THE DISTANCE TO
 LP0599'REFERENCE MARK 1 WAS 7 MM. SHORTER AND TO REFERENCE MARK 2, 1
 LP0599'CM. LONGER THAN IN 1940.  A NEW DESCRIPTION FOLLOWS--
 LP0599'
 LP0599'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF GRANTSVILLE, 12
 LP0599'MILES NORTH-NORTHEAST OF TOOELE, AND 8 MILES WEST OF MAGNA.  IT IS
 LP0599'ON A PROMINENT ROCKY POINT ON THE NORTHWEST END OF THE OQUIRRH
 LP0599'MOUNTAINS, ALONG A POWERLINE ROAD, AND ABOUT 200 FEET ABOVE
 LP0599'INTERSTATE HIGHWAY 80 AND GREAT SALT LAKE.
 LP0599'
 LP0599'TO REACH THE STATION FROM THE WESTBOUND EXIT FROM INTERSTATE
 LP0599'HIGHWAY 80 TO STATE HIGHWAYS 138 AND 36 (TOOELE AND GRANTSVILLE
 LP0599'EXIT) GO SOUTHWEST 0.8 MILE OVER BRIDGE TO SOUTH ACCESS
 LP0599'ROAD.  CONTINUE SOUTHWEST 0.1 MILE TO SOUTH FRONTAGE ROAD AT
 LP0599'FILLING STATION AND RESTAURANT.  TURN LEFT AND GO NORTH-NORTHEAST
 LP0599'ON SOUTH FRONTAGE ROAD 0.95 MILE TO END OF ROAD AT SIGN
 LP0599'LAKESHORE.  TURN SHARP RIGHT ON PAVED ROAD AND GO
 LP0599'SOUTH-SOUTHWEST 0.75 MILE TO TRACK ROAD SOUTHEAST AT STONE HOUSE
 LP0599'ON LEFT.  TURN LEFT AND GO SOUTHEAST ON TRACK ROAD 0.1 MILE TO
 LP0599'RAILROAD TRACK.  CROSS TRACK 100 FEET TO NARROW FENCED ROAD.
 LP0599'TURN LEFT IN NARROW FENCED ROAD AND CLIMB NORTH ALONG
 LP0599'POWERLINE 0.75 MILE TO STATION ON LEFT.  TO REACH REFERENCE
 LP0599'MARK 3 CONTINUE UPHILL BETWEEN FENCES 0.2 MILE TO SLIDE AREA ON
 LP0599'RIGHT.  PACK NORTH-NORTHEAST UP SLIDE ABOUT 200 FEET TO MARK
 LP0599'ON LEFT.
 LP0599'
 LP0599'THE STATION MARK IS A STANDARD DISK STAMPED LAKE PT 1938 CEMENTED
 LP0599'IN A DRILL HOLE IN EXPOSED BEDROCK 4 FEET LONG AND 2 FEET WIDE.  IT
 LP0599'IS 94 FEET NORTH-NORTHEAST OF DOUBLE POWERLINE POLE NUMBER 220,
 LP0599'32.5 FEET WEST OF WIRE FENCE ALONG ROAD, 15 FEET SOUTHEAST OF
 LP0599'HIGHER OUTCROP 10 FEET LONG AND 2 FEET WIDE.
 LP0599'
 LP0599'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LAKE PT NO 1 1938
 LP0599'CEMENTED IN A DRILL HOLE IN AN IRREGULAR SHAPED BEDROCK OUTCROP
 LP0599'12 FEET LONG BY 4 FEET WIDE.  IT IS 78 FEET NORTH OF A HIGHER
 LP0599'BEDROCK OUTCROP 10 FEET LONG AND 2 FEET WIDE PROJECTING 4 FEET
 LP0599'ABOVE GROUND, 60.5 FEET WEST OF WIRE FENCE ALONG THE ROAD, AND 3
 LP0599'FEET HIGHER THAN THE STATION.  IT IS 164 FEET NORTH-NORTHEAST OF
 LP0599'THE DOUBLE POWERLINE POLE NUMBER 220.
 LP0599'
 LP0599'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LAKE PT NO 2 1938
 LP0599'CEMENTED IN A DRILL HOLE IN A 6 BY 8-FOOT BURIED BOULDER PROJECTING
 LP0599'3 FEET ON ITS WEST SIDE AND FLUSH ON ITS EAST SIDE.  IT IS 78 FEET
 LP0599'NORTHEAST OF DOUBLE POWERLINE POLE NUMBER 220, 42 FEET WEST OF
 LP0599'WIRE FENCE ALONG THE ROAD 15 FEET SOUTH OF HIGHER BEDROCK OUTCROP
 LP0599'10 FEET LONG AND 2 FEET WIDE PROJECTING 4 FEET ABOVE GROUND,
 LP0599'AND 1 FOOT LOWER THAN THE STATION.
 LP0599'
 LP0599'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LAKE POINT NO 3 1938
 LP0599'1974 CEMENTED IN A DRILLHOLE IN OUTCROPPING BEDROCK FLUSH WITH
 LP0599'SURROUNDING GROUND.  IT IS 32 FEET EAST OF THE STEEP WEST EDGE OF
 LP0599'THE OUTCROP AND 3 FEET SOUTH OF THE NORTH EDGE OF THE ROCK.
 LP0599'
 LP0599'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LP0599'8 MILES WEST OF MAGNA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0016 ***********************************************************************
 LP0016  DESIGNATION -  LAKE POINT BM
 LP0016  PID         -  LP0016
 LP0016  STATE/COUNTY-  UT/TOOELE
 LP0016  COUNTRY     -  US
 LP0016  USGS QUAD   -  MILLS JUNCTION (2017)
 LP0016
 LP0016                         *CURRENT SURVEY CONTROL
 LP0016  ______________________________________________________________________
 LP0016* NAD 83(1986) POSITION- 40 41 58.     (N) 112 15 18.     (W)   SCALED
 LP0016* NAVD 88 ORTHO HEIGHT -  1361.337 (meters)     4466.32  (feet) ADJUSTED
 LP0016  ______________________________________________________________________
 LP0016  GEOID HEIGHT    -        -17.323 (meters)                     GEOID18
 LP0016  DYNAMIC HEIGHT  -       1360.292 (meters)     4462.89  (feet) COMP
 LP0016  MODELED GRAVITY -    979,809.5   (mgal)                       NAVD 88
 LP0016
 LP0016  VERT ORDER      -  SECOND    CLASS 0
 LP0016
 LP0016.The horizontal coordinates were scaled from a map and have
 LP0016.an estimated accuracy of +/- 6 seconds.
 LP0016
 LP0016.The orthometric height was determined by differential leveling and
 LP0016.adjusted by the NATIONAL GEODETIC SURVEY
 LP0016.in June 1991.
 LP0016
 LP0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0016.GEOID18 height accuracy estimate available here.
 LP0016
 LP0016.Click photographs - Photos may exist for this station.
 LP0016
 LP0016.The dynamic height is computed by dividing the NAVD 88
 LP0016.geopotential number by the normal gravity value computed on the
 LP0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0016.degrees latitude (g = 980.6199 gals.).
 LP0016
 LP0016.The modeled gravity was interpolated from observed gravity values.
 LP0016
 LP0016;                    North         East    Units  Estimated Accuracy
 LP0016;SPC UT C     - 2,262,960.      436,190.      MT  (+/- 180 meters Scaled)
 LP0016
 LP0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL939061(NAD 83)
 LP0016
 LP0016                          SUPERSEDED SURVEY CONTROL
 LP0016
 LP0016  NGVD 29 (??/??/92) 1360.306  (m)         4462.94   (f) ADJ UNCH    2 0
 LP0016
 LP0016.Superseded values are not recommended for survey control.
 LP0016
 LP0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0016.See file dsdata.pdf to determine how the superseded data were derived.
 LP0016
 LP0016_MARKER: B = BOLT
 LP0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LP0016_SP_SET: FOUNDATION
 LP0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0016
 LP0016  HISTORY     - Date     Condition        Report By
 LP0016  HISTORY     - 1934     MONUMENTED       CGS
 LP0016
 LP0016                          STATION DESCRIPTION
 LP0016
 LP0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0016'IN LAKE POINT.
 LP0016'AT LAKE POINT, TOOELE COUNTY, 1-1/2 POLES WEST OF THE UNION PACIFIC
 LP0016'RAILROAD STATION, 8 POLES SOUTHWEST OF MILEPOST 763, 2 POLES SOUTHWEST
 LP0016'OF THE CENTER OF A CUT THROUGH A BLUFF NEAR GREAT SALT LAKE, 10 FEET
 LP0016'WEST OF THE CENTERLINE OF THE TRACK, AT A CURVE SIGNAL, AND IN THE TOP
 LP0016'OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION. THE TOP OF A BOLT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0427 ***********************************************************************
 LP0427  DESIGNATION -  LAKE POINT RM 3
 LP0427  PID         -  LP0427
 LP0427  STATE/COUNTY-  UT/TOOELE
 LP0427  COUNTRY     -  US
 LP0427  USGS QUAD   -  MILLS JUNCTION (2017)
 LP0427
 LP0427                         *CURRENT SURVEY CONTROL
 LP0427  ______________________________________________________________________
 LP0427* NAD 83(1994) POSITION- 40 42 17.63900(N) 112 15 06.12225(W)   ADJUSTED
 LP0427* NAVD 88 ORTHO HEIGHT -  1428.5   (meters)     4687.    (feet) VERTCON3
 LP0427  ______________________________________________________________________
 LP0427  GEOID HEIGHT    -        -17.320 (meters)                     GEOID18
 LP0427  LAPLACE CORR    -         14.65  (seconds)                    DEFLEC18
 LP0427  HORZ ORDER      -  SECOND
 LP0427
 LP0427.The horizontal coordinates were established by classical geodetic methods
 LP0427.and adjusted by the National Geodetic Survey in November 1997.
 LP0427
 LP0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0427
 LP0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0427.GEOID18 height accuracy estimate available here.
 LP0427
 LP0427.Click photographs - Photos may exist for this station.
 LP0427
 LP0427.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0427
 LP0427. The following values were computed from the NAD 83(1994) position.
 LP0427
 LP0427;                    North         East     Units Scale Factor Converg.
 LP0427;SPC UT C     - 2,263,567.112   436,474.146   MT  1.00001412   -0 28 53.5
 LP0427;SPC UT C     - 7,426,386.43  1,431,998.93   sFT  1.00001412   -0 28 53.5
 LP0427;UTM  12      - 4,506,752.290   394,260.675   MT  0.99973762   -0 48 59.0
 LP0427
 LP0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0427!SPC UT C     -   0.99977868  x   1.00001412  =   0.99979280
 LP0427!UTM  12      -   0.99977868  x   0.99973762  =   0.99951636
 LP0427
 LP0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL9426006752(NAD 83)
 LP0427
 LP0427|---------------------------------------------------------------------|
 LP0427| PID    Reference Object                     Distance      Geod. Az  |
 LP0427|                                                           dddmmss.s |
 LP0427| LP0599 LAKE POINT                          350.154 METERS 20955     |
 LP0427|---------------------------------------------------------------------|
 LP0427
 LP0427                          SUPERSEDED SURVEY CONTROL
 LP0427
 LP0427  NAD 83(1993)-  40 42 17.63400(N)    112 15 06.12126(W) AD(       ) 2
 LP0427  NAD 83(1986)-  40 42 17.62896(N)    112 15 06.11425(W) AD(       ) 2
 LP0427  NAD 27      -  40 42 17.82833(N)    112 15 03.30666(W) AD(       ) 2
 LP0427  NGVD 29 (07/19/86) 1427.5    (m)         4683.     (f) VERT ANG       
 LP0427
 LP0427.Superseded values are not recommended for survey control.
 LP0427
 LP0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0427.See file dsdata.pdf to determine how the superseded data were derived.
 LP0427
 LP0427_MARKER: DR = REFERENCE MARK DISK
 LP0427_SETTING: 66 = SET IN ROCK OUTCROP
 LP0427_STAMPING: LAKE POINT NO 3 1938 1974
 LP0427_MARK LOGO: NGS
 LP0427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0427+STABILITY: POSITION/ELEVATION WELL
 LP0427
 LP0427  HISTORY     - Date     Condition        Report By
 LP0427  HISTORY     - 1974     MONUMENTED       NGS
 LP0427
 LP0427                          STATION DESCRIPTION
 LP0427
 LP0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LP0427'THE STATION IS LOCATED ABOUT 15.0 MILES NORTHEAST OF GRANTSVILLE,
 LP0427'13.5 MILES NORTH-NORTHEAST OF TOOELE, 5.0 MILES WEST OF MAGNA, 0.5
 LP0427'MILE SOUTH OF INTERSTATE HIGHWAY 80, NEAR THE SOUTHWEST 1/4 SECTION
 LP0427'25 T1S R4W, SOUTH OF A FENCED ROAD THAT PARALLELS A POWERLINE, ON
 LP0427'A LOW ROCKY BENCH THAT IS AT THE NORTHWEST END OF THE OQUIRRH
 LP0427'MOUNTAIN RANGE, AND ON PROPERTY OF THE DESERET LIVESTOCK COMPANY OF
 LP0427'SALT LAKE CITY, UTAH.  PHONE NUMBER 355-6239.
 LP0427'
 LP0427'TO REACH THE STATION FROM THE WESTBOUND EXIT OF INTERSTATE HIGHWAY
 LP0427'80 AND STATE HIGHWAYS 138 AND 36 (TOOELE AND GRANTSVILLE EXIT) GO
 LP0427'SOUTHWEST 0.8 MILE OVER BRIDGE TO SOUTH ACCESS ROAD.  CONTINUE
 LP0427'SOUTHWEST 0.1 MILE TO SOUTH FRONTAGE ROAD AT A TRUCK STOP.  TURN
 LP0427'LEFT AND GO NORTHEAST ON SOUTH FRONTAGE ROAD 0.95 MILE TO END OF
 LP0427'ROAD AT SIGN LAKESHORE.  TURN SHARP RIGHT ON PAVED ROAD AND GO
 LP0427'SOUTH-SOUTHWEST 0.75 MILE TO TRACK ROAD LEFT.  TURN LEFT AND GO
 LP0427'SOUTHEAST ON TRACK ROAD 0.1 MILE TO RAILROAD TRACK.  CROSS
 LP0427'TRACK, GO 100 FEET TO NARROW FENCED ROAD.  TURN LEFT IN NARROW
 LP0427'FENCED ROAD AND CLIMB NORTH ALONG POWERLINE 0.75 MILE TO STATION
 LP0427'LAKE POINT 1938, ON THE LEFT.  CONTINUE UPHILL EASTERLY FOR 0.2
 LP0427'MILE TO A SLIDE AREA ON THE RIGHT, JUST BEFORE REACHING THREE
 LP0427'POWERLINE POLES ON THE LEFT.  PACK UPHILL EASTERLY FOR 300
 LP0427'FEET TO A FLAT AREA ON THE RIDGE AND THE STATION AT THE NORTH EDGE
 LP0427'OF THE CLIFF.
 LP0427'
 LP0427'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED LAKE
 LP0427'POINT NO 3 1938 1974, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 LP0427'BEDROCK THAT IS FLUSH WITH THE SURROUNDING AREA.  IT IS 32.0 FEET
 LP0427'EAST OF THE WEST EDGE OF OUTCROPPING BEDROCK AND 3.0 FEET SOUTH OF
 LP0427'THE NORTH EDGE OF A STEEP DROPOFF.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0439 ***********************************************************************
 KO0439  DESIGNATION -  LANA
 KO0439  PID         -  KO0439
 KO0439  STATE/COUNTY-  UT/JUAB
 KO0439  COUNTRY     -  US
 KO0439  USGS QUAD   -  THE HOGBACK (2017)
 KO0439
 KO0439                         *CURRENT SURVEY CONTROL
 KO0439  ______________________________________________________________________
 KO0439* NAD 83(1994) POSITION- 39 40 00.24167(N) 112 45 39.72213(W)   ADJUSTED
 KO0439* NAVD 88 ORTHO HEIGHT -  1577.2   (meters)     5175.    (feet) VERTCON3
 KO0439  ______________________________________________________________________
 KO0439  GEOID HEIGHT    -        -19.101 (meters)                     GEOID18
 KO0439  LAPLACE CORR    -          1.37  (seconds)                    DEFLEC18
 KO0439  HORZ ORDER      -  THIRD
 KO0439
 KO0439.The horizontal coordinates were established by classical geodetic methods
 KO0439.and adjusted by the National Geodetic Survey in November 1997.
 KO0439
 KO0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0439
 KO0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0439.GEOID18 height accuracy estimate available here.
 KO0439
 KO0439.Click photographs - Photos may exist for this station.
 KO0439
 KO0439.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0439
 KO0439. The following values were computed from the NAD 83(1994) position.
 KO0439
 KO0439;                    North         East     Units Scale Factor Converg.
 KO0439;SPC UT C     - 2,148,794.703   391,807.844   MT  0.99990311   -0 48 28.0
 KO0439;SPC UT C     - 7,049,837.29  1,285,456.23   sFT  0.99990311   -0 48 28.0
 KO0439;UTM  12      - 4,392,251.042   348,945.993   MT  0.99988092   -1 07 27.5
 KO0439
 KO0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0439!SPC UT C     -   0.99975562  x   0.99990311  =   0.99965875
 KO0439!UTM  12      -   0.99975562  x   0.99988092  =   0.99963657
 KO0439
 KO0439:                Primary Azimuth Mark                     Grid Az
 KO0439:SPC UT C     -  MCDOWELL                                 299 39 45.8
 KO0439:UTM  12      -  MCDOWELL                                 299 58 45.3
 KO0439
 KO0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ4894592251(NAD 83)
 KO0439
 KO0439|---------------------------------------------------------------------|
 KO0439| PID    Reference Object                     Distance      Geod. Az  |
 KO0439|                                                           dddmmss.s |
 KO0439| KO0442 MCDOWELL                            APPROX.16.8 KM 2985117.8 |
 KO0439|---------------------------------------------------------------------|
 KO0439
 KO0439                          SUPERSEDED SURVEY CONTROL
 KO0439
 KO0439  NAD 83(1986)-  39 40 00.23317(N)    112 45 39.71181(W) AD(       ) 3
 KO0439  NAD 27      -  39 40 00.41980(N)    112 45 36.86553(W) AD(       ) 3
 KO0439  NGVD 29 (07/19/86) 1576.1    (m)         5171.     (f) VERT ANG       
 KO0439
 KO0439.Superseded values are not recommended for survey control.
 KO0439
 KO0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0439.See file dsdata.pdf to determine how the superseded data were derived.
 KO0439
 KO0439_MARKER: DD = SURVEY DISK
 KO0439_SETTING: 66 = SET IN ROCK OUTCROP
 KO0439_STAMPING: LANA 1961
 KO0439_MARK LOGO: USGS
 KO0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0439+STABILITY: POSITION/ELEVATION WELL
 KO0439
 KO0439  HISTORY     - Date     Condition        Report By
 KO0439  HISTORY     - 1961     MONUMENTED       USGS
 KO0439
 KO0439                          STATION DESCRIPTION
 KO0439
 KO0439'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 KO0439'LOCATED ABOUT 24.0 MI. NW. OF LYNNDYL, 16.0 MI. NNW. OF SUGARVILLE,
 KO0439'APPROXIMATELY 4.5 MI. N. AND W. OF CRATER SPRINGS, NEAR THE N. END
 KO0439'OF A LOW DARK LAVA FLOW.  STATION IS NEAR THE SW. END OF THE
 KO0439'NORTHEASTERLY HIGH PART OF BUTTE AND IS ON THE TOP OF A GROUP OF
 KO0439'LAVA BOULDERS APPROXIMATELY 3 FT. HIGHER THAN SURROUNDING GROUND.
 KO0439'
 KO0439'TO REACH FROM JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY 99 IN W.
 KO0439'EDGE OF DELTA, GO W. AND N. ON HIGHWAY 99 FOR 9.0 MI. TO SHARP CURVE
 KO0439'LEFT, KEEP LEFT 1.3 MI. TO END OF PAVEMENT, CONTINUE STRAIGHT 3.6 MI.
 KO0439'TO T-RD. ON RIGHT, TURN RIGHT AND KEEP MAIN TRAVELED RD. 12.8 MI. TO
 KO0439'OLD BUILDINGS AT CRATER SPRINGS, CONTINUE N. 3.8 MI. TO DIRT RD. ON
 KO0439'LEFT, TURN LEFT 0.7 MI. TO WHAT APPEARS END OF RD. AT POINT OF RIDGE,
 KO0439'TURN RIGHT UP GENTLE SLOPE AND WORK WAY N. AND W. UP SLOPE TO SHELF
 KO0439'AT BASE OF A WHITE SLOPE AND END OF TRUCK TRAVEL.  PACK N. UP WHITE
 KO0439'SLOPE TO TOP AND STATION.  (APPROXIMATELY 20 MINUTE PACK.)
 KO0439'
 KO0439'STATION MARK--USGS STANDARD TABLET, STAMPED ---LANA 1961---, CEMENTED
 KO0439'IN DRILL HOLE IN TOP OF A LARGE BROKEN MASS OF LAVA.
 KO0439'
 KO0439'REFERENCE MARK NO. 1--STANDARD USGS RM TABLET, STAMPED ---NO 1
 KO0439'1961---, CEMENTED IN DRILL HOLE ON SIDE OF TILTED LAVA BOULDER.
 KO0439'
 KO0439'REFERENCE MARK NO. 2--STANDARD USGS RM TABLET, STAMPED ---NO 2
 KO0439'1961---, CEMENTED IN DRILL HOLE ON TOP OF LAVA ROCK.
 KO0439'
 KO0439'REFERENCE MARKS NOT OBSERVED IN 1971.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0446 ***********************************************************************
 JN0446  DESIGNATION -  LANDS END
 JN0446  PID         -  JN0446
 JN0446  STATE/COUNTY-  UT/GARFIELD
 JN0446  COUNTRY     -  US
 JN0446  USGS QUAD   -  CLEARWATER CANYON (2017)
 JN0446
 JN0446                         *CURRENT SURVEY CONTROL
 JN0446  ______________________________________________________________________
 JN0446* NAD 83(1994) POSITION- 38 06 06.54393(N) 110 07 49.39411(W)   ADJUSTED
 JN0446* NAVD 88 ORTHO HEIGHT -  2180.7   (meters)     7155.    (feet) VERTCON3
 JN0446  ______________________________________________________________________
 JN0446  GEOID HEIGHT    -        -19.970 (meters)                     GEOID18
 JN0446  LAPLACE CORR    -          5.68  (seconds)                    DEFLEC18
 JN0446  HORZ ORDER      -  SECOND
 JN0446
 JN0446.The horizontal coordinates were established by classical geodetic methods
 JN0446.and adjusted by the National Geodetic Survey in November 1997.
 JN0446
 JN0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0446
 JN0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0446.GEOID18 height accuracy estimate available here.
 JN0446
 JN0446.Click photographs - Photos may exist for this station.
 JN0446
 JN0446.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0446
 JN0446. The following values were computed from the NAD 83(1994) position.
 JN0446
 JN0446;                    North         East     Units Scale Factor Converg.
 JN0446;SPC UT S     - 3,160,159.940   620,121.643   MT  0.99996663   +0 50 20.9
 JN0446;SPC UT S     -10,367,958.07  2,034,515.76   sFT  0.99996663   +0 50 20.9
 JN0446;UTM  12      - 4,217,469.060   576,244.699   MT  0.99967159   +0 32 11.9
 JN0446
 JN0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0446!SPC UT S     -   0.99966107  x   0.99996663  =   0.99962771
 JN0446!UTM  12      -   0.99966107  x   0.99967159  =   0.99933277
 JN0446
 JN0446:                Primary Azimuth Mark                     Grid Az
 JN0446:SPC UT S     -  LANDS END AZ MK                          306 18 55.8
 JN0446:UTM  12      -  LANDS END AZ MK                          306 37 04.8
 JN0446
 JN0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH7624417469(NAD 83)
 JN0446
 JN0446|---------------------------------------------------------------------|
 JN0446| PID    Reference Object                     Distance      Geod. Az  |
 JN0446|                                                           dddmmss.s |
 JN0446| CM7549 LANDS END RM 1                        5.903 METERS 18807     |
 JN0446| CM7550 LANDS END RM 2                        3.824 METERS 27459     |
 JN0446| CM7548 LANDS END AZ MK                                    3070916.7 |
 JN0446|---------------------------------------------------------------------|
 JN0446
 JN0446                          SUPERSEDED SURVEY CONTROL
 JN0446
 JN0446  NAD 83(1986)-  38 06 06.53616(N)    110 07 49.39403(W) AD(       ) 2
 JN0446  NAD 27      -  38 06 06.58814(N)    110 07 46.91324(W) AD(       ) 2
 JN0446  NGVD 29 (07/19/86) 2179.6    (m)         7151.     (f) VERT ANG       
 JN0446
 JN0446.Superseded values are not recommended for survey control.
 JN0446
 JN0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0446.See file dsdata.pdf to determine how the superseded data were derived.
 JN0446
 JN0446_MARKER: DD = SURVEY DISK
 JN0446_SETTING: 66 = SET IN ROCK OUTCROP
 JN0446
 JN0446  HISTORY     - Date     Condition        Report By
 JN0446  HISTORY     - 1953     MONUMENTED       USGS
 JN0446  HISTORY     - 1963     GOOD             USGS
 JN0446
 JN0446                          STATION DESCRIPTION
 JN0446
 JN0446'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (LGB)
 JN0446'THE STATION IS ABOUT 37 MILES SOUTHEAST OF HANKSVILLE, 26
 JN0446'MILES NORTHEAST OF HITE AND 5 MILES NORTHEAST OF THE COLORADO
 JN0446'RIVER ON A PROMINENT POINT KNOWN LOCALLY AS LANDS END.
 JN0446'
 JN0446'TO REACH FROM HITE BY HELICOPTER, FLY NORTHEAST ON A TRUE
 JN0446'COURSE OF 46 DEGREES FOR ABOUT 26 MILES TO A LANDING AT THE
 JN0446'STATION.
 JN0446'
 JN0446'THE STATION MARK, STAMPED LANDS END 1953, IS A U.S. GEOLOGICAL
 JN0446'SURVEY BENCH MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK
 JN0446'ABOUT 4 INCHES BELOW GROUND SURFACE.  IT IS 21-1/2 FEET NORTH
 JN0446'OF THE SOUTH EDGE OF THE RIDGE, 18 FEET WEST OF THE EAST EDGE
 JN0446'OF THE RIDGE AND 12-1/2 FEET NORTHEAST OF A CAIRN, 4-1/2
 JN0446'FEET HIGH.
 JN0446'
 JN0446'REFERENCE MARK 1, STAMPED NO 1 1953, IS A U.S. GEOLOGICAL SURVEY
 JN0446'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE OUTCROPPING
 JN0446'BEDROCK ON THE SOUTH EDGE OF THE RIDGE.  IT IS 12 FEET
 JN0446'SOUTH-SOUTHEAST OF THE CAIRN.
 JN0446'
 JN0446'REFERENCE MARK 2, STAMPED NO 2 1953, IS A U.S. GEOLOGICAL
 JN0446'SURVEY REFERENCE MARK DISK SET IN A DRILL HOLE IN OUTCROPPING
 JN0446'BEDROCK.  IT IS 21 FEET NORTH OF THE SOUTH EDGE OF THE RIDGE,
 JN0446'11 FEET NORTHWEST OF A CAIRN AND 6 FEET EAST OF THE WEST EDGE
 JN0446'OF RIDGE.
 JN0446'
 JN0446'THE AZIMUTH MARK, STAMPED LANDS END 1963, IS A STANDARD DISK
 JN0446'CEMENTED IN A DRILL HOLE IN OUTCROPPING SANDSTONE.  IT IS 31
 JN0446'FEET NORTH OF THE EXTREME SOUTH EDGE OF A CLIFF, 7 FEET NORTHWEST
 JN0446'OF THE SOUTHEAST EDGE OF THE CLIFF AND 3 FEET NORTHEAST OF A
 JN0446'3-1/2 FT. CAIRN.  THIS IS ABOUT A 30 MINUTE PACK NORTHWEST FROM
 JN0446'THE STATION.
 JN0446
 JN0446                          STATION RECOVERY (1963)
 JN0446
 JN0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JN0446'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0489 ***********************************************************************
 JO0489  DESIGNATION -  LANGDON
 JO0489  PID         -  JO0489
 JO0489  STATE/COUNTY-  UT/PIUTE
 JO0489  COUNTRY     -  US
 JO0489  USGS QUAD   -  MARYSVALE PEAK (2017)
 JO0489
 JO0489                         *CURRENT SURVEY CONTROL
 JO0489  ______________________________________________________________________
 JO0489* NAD 83(1994) POSITION- 38 23 27.97057(N) 112 01 10.42573(W)   ADJUSTED
 JO0489* NAVD 88 ORTHO HEIGHT -  3148.0   (meters)    10328.    (feet) VERTCON3
 JO0489  ______________________________________________________________________
 JO0489  GEOID HEIGHT    -        -18.243 (meters)                     GEOID18
 JO0489  LAPLACE CORR    -          5.86  (seconds)                    DEFLEC18
 JO0489  HORZ ORDER      -  THIRD
 JO0489
 JO0489.The horizontal coordinates were established by classical geodetic methods
 JO0489.and adjusted by the National Geodetic Survey in November 1997.
 JO0489
 JO0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0489
 JO0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0489.GEOID18 height accuracy estimate available here.
 JO0489
 JO0489.Click photographs - Photos may exist for this station.
 JO0489
 JO0489.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0489
 JO0489. The following values were computed from the NAD 83(1994) position.
 JO0489
 JO0489;                    North         East     Units Scale Factor Converg.
 JO0489;SPC UT S     - 3,191,516.878   454,608.853   MT  1.00000734   -0 19 06.0
 JO0489;SPC UT S     -10,470,834.96  1,491,495.88   sFT  1.00000734   -0 19 06.0
 JO0489;UTM  12      - 4,249,702.162   410,961.522   MT  0.99969763   -0 37 59.6
 JO0489
 JO0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0489!SPC UT S     -   0.99950916  x   1.00000734  =   0.99951650
 JO0489!UTM  12      -   0.99950916  x   0.99969763  =   0.99920694
 JO0489
 JO0489:                Primary Azimuth Mark                     Grid Az
 JO0489:SPC UT S     -  ANTELOPE                                 098 07 30.0
 JO0489:UTM  12      -  ANTELOPE                                 098 26 23.6
 JO0489
 JO0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH1096149702(NAD 83)
 JO0489
 JO0489|---------------------------------------------------------------------|
 JO0489| PID    Reference Object                     Distance      Geod. Az  |
 JO0489|                                                           dddmmss.s |
 JO0489| CM5033 LANGDON RM 2                          7.340 METERS 03006     |
 JO0489| JN0373 ANTELOPE                            APPROX.13.5 KM 0974824.0 |
 JO0489| CM5032 LANGDON RM 1                          6.260 METERS 27929     |
 JO0489|---------------------------------------------------------------------|
 JO0489
 JO0489                          SUPERSEDED SURVEY CONTROL
 JO0489
 JO0489  NAD 83(1986)-  38 23 27.96577(N)    112 01 10.42511(W) AD(       ) 3
 JO0489  NAD 27      -  38 23 28.03264(N)    112 01 07.71780(W) AD(       ) 3
 JO0489  NGVD 29 (07/19/86) 3146.5    (m)        10323.     (f) VERT ANG       
 JO0489
 JO0489.Superseded values are not recommended for survey control.
 JO0489
 JO0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0489.See file dsdata.pdf to determine how the superseded data were derived.
 JO0489
 JO0489_STAMPING: LANDGON 1944
 JO0489_MARK LOGO: USGS
 JO0489
 JO0489  HISTORY     - Date     Condition        Report By
 JO0489  HISTORY     - 1944     MONUMENTED       USGS
 JO0489  HISTORY     - 1969     GOOD             CGS
 JO0489  HISTORY     - 20200807 MARK NOT FOUND   INDIV
 JO0489
 JO0489                          STATION DESCRIPTION
 JO0489
 JO0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JO0489'LOCATED ABOUT 12 MI. (AIRLINE) SE. OF MARYSVILLE.  ABOUT 11
 JO0489'MI. SW. OF KOOSHAREM.  ON HIGHEST POINT OF LANGDON MOUNTAIN.
 JO0489'
 JO0489'REACHED BY HELICOPTER.
 JO0489'
 JO0489'TO REACH FROM KOOSHAREM POST OFFICE, ON STATE HIGHWAY 62, GO
 JO0489'S. ON STATE HIGHWAY 62, 6.1 MI. TO GAS STATION.  CONTINUE ALONG
 JO0489'STATE HIGHWAY 62, 0.5 MI. TO SIDE RD. LEADING W. (BOX CREEK
 JO0489'RD.).  THENCE W. ALONG BOX CREEK RD. 8.6 MI. TO RD. FORKS
 JO0489'(MONROE MTN. RD.).  THENCE S. 0.5 MI. TO RD. FORKS.  THENCE LEFT
 JO0489'6.4 MI. TO RD. FORKS.  TAKE LEFT FORK 0.6 MI. TO RD. FORKS
 JO0489'(DRY CANYON RD.).  THENCE LEFT 2.6 MI. TO RD. FORKS (DRY LAKE
 JO0489'RD.).  THENCE ALONG DRY LAKE RD. E. 0.5 MI. TO OPEN AREA.
 JO0489'(STATION TOP IS SEEN FROM THIS POINT NE.).  THENCE CROSS-COUNTRY
 JO0489'(4-WHEEL DRIVE) N. 0.5 MI. TO HIGH NARROW RIDGE TOP AND
 JO0489'END OF TRUCK TRAVEL.  FIVE MINUTE PACK FROM END OF TRUCK
 JO0489'TRAVEL.
 JO0489'
 JO0489'STATION MARK--STANDARD TABLET STAMPED LANGDON 1944 SET IN ROCK.
 JO0489'
 JO0489'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET CEMENTED IN
 JO0489'ROCK OUTCROP.
 JO0489'
 JO0489'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET CEMENTED IN
 JO0489'ROCK OUTCROP.
 JO0489
 JO0489                          STATION RECOVERY (2020)
 JO0489
 JO0489'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (TWG)
 JO0489'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0599 ***********************************************************************
 LN0599  DESIGNATION -  LANSON
 LN0599  PID         -  LN0599
 LN0599  STATE/COUNTY-  UT/UINTAH
 LN0599  COUNTRY     -  US
 LN0599  USGS QUAD   -  BLAIR BASIN (2017)
 LN0599
 LN0599                         *CURRENT SURVEY CONTROL
 LN0599  ______________________________________________________________________
 LN0599* NAD 83(1994) POSITION- 40 42 30.31774(N) 109 15 17.64963(W)   ADJUSTED
 LN0599* NAVD 88 ORTHO HEIGHT -  2588.5   (meters)     8492.    (feet) VERTCON3
 LN0599  ______________________________________________________________________
 LN0599  GEOID HEIGHT    -        -14.465 (meters)                     GEOID18
 LN0599  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 LN0599  HORZ ORDER      -  THIRD
 LN0599
 LN0599.The horizontal coordinates were established by classical geodetic methods
 LN0599.and adjusted by the National Geodetic Survey in November 1997.
 LN0599
 LN0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0599
 LN0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0599.GEOID18 height accuracy estimate available here.
 LN0599
 LN0599.Click photographs - Photos may exist for this station.
 LN0599
 LN0599.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0599
 LN0599. The following values were computed from the NAD 83(1994) position.
 LN0599
 LN0599;                    North         East     Units Scale Factor Converg.
 LN0599;SPC UT C     - 2,266,072.252   689,704.577   MT  1.00001506   +1 26 17.4
 LN0599;SPC UT C     - 7,434,605.38  2,262,805.77   sFT  1.00001506   +1 26 17.4
 LN0599;UTM  12      - 4,507,854.331   647,413.672   MT  0.99986748   +1 08 18.1
 LN0599
 LN0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0599!SPC UT C     -   0.99959639  x   1.00001506  =   0.99961145
 LN0599!UTM  12      -   0.99959639  x   0.99986748  =   0.99946393
 LN0599
 LN0599:                Primary Azimuth Mark                     Grid Az
 LN0599:SPC UT C     -  CALDER                                   303 54 14.5
 LN0599:UTM  12      -  CALDER                                   304 12 13.8
 LN0599
 LN0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL4741307854(NAD 83)
 LN0599
 LN0599|---------------------------------------------------------------------|
 LN0599| PID    Reference Object                     Distance      Geod. Az  |
 LN0599|                                                           dddmmss.s |
 LN0599| LN0600 CALDER                              APPROX. 3.7 KM 3052031.9 |
 LN0599|---------------------------------------------------------------------|
 LN0599
 LN0599                          SUPERSEDED SURVEY CONTROL
 LN0599
 LN0599  NAD 83(1993)-  40 42 30.31753(N)    109 15 17.64648(W) AD(       ) 3
 LN0599  NAD 83(1986)-  40 42 30.29917(N)    109 15 17.63831(W) AD(       ) 3
 LN0599  NAD 27      -  40 42 30.44351(N)    109 15 15.16684(W) AD(       ) 3
 LN0599  NGVD 29 (07/19/86) 2587.1    (m)         8488.     (f) VERT ANG       
 LN0599
 LN0599.Superseded values are not recommended for survey control.
 LN0599
 LN0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0599.See file dsdata.pdf to determine how the superseded data were derived.
 LN0599
 LN0599_MARKER: DD = SURVEY DISK
 LN0599_SETTING: 66 = SET IN ROCK OUTCROP
 LN0599_STAMPING: LANSON 1949
 LN0599_MARK LOGO: USGS
 LN0599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0599+STABILITY: POSITION/ELEVATION WELL
 LN0599
 LN0599  HISTORY     - Date     Condition        Report By
 LN0599  HISTORY     - 1949     MONUMENTED       USGS
 LN0599
 LN0599                          STATION DESCRIPTION
 LN0599
 LN0599'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LN0599'THIS STATION LIES ON HIGHEST POINT OF A GRASSY TOP ABOUT 14 MI. E. AND
 LN0599'17 MI. N. OF VERNAL, UTAH.
 LN0599'
 LN0599'TO REACH BY AUTOMOBILE FROM VERNAL, UTAH GO N. FROM MAIN STREET ON
 LN0599'UTAH STATE HIGHWAY 44 FOR 0.5 MI. TAKE RD. DUE E. FOR 5.1 MI. TO FORK.
 LN0599'TAKE LEFT FORK TO N. FOR 2.8 MI. TO FORK.  CONTINUE N. ON RIGHT FORK
 LN0599'FOR 2.3 MI. TO FORK.  TAKE LEFT FORK TO N. FOR 0.6 MI. TO FORK, TAKE
 LN0599'RIGHT FORK AND TRAVEL IN A NORTHERLY DIRECTION FOR 10.3 MI. TO HEAD OF
 LN0599'DUGWAY AND FORK.  TAKE LEFT FORK AROUND RIM FOR 2.2 MI. TO 4-WAY
 LN0599'INTERSECTION.  TAKE RD. TO E. FOR 2.2 MI. TO DRAIN CROSSING AND FORK.
 LN0599'TAKE RIGHT FORK TO E. FOR 0.8 MI. TO DRAIN CROSSING AND RD. TO N. GO
 LN0599'THRU GATE TO N. AND FOLLOW MAIN RD. IN NORTHERLY DIRECTION FOR 3.4 MI.
 LN0599'STATION LIES ON GRASSY TOP TO E.
 LN0599'
 LN0599'STATION MARK - STANDARD BRONZE TABLET CEMENTED INTO ROCK, STAMPED
 LN0599'LANSON 1949.
 LN0599'
 LN0599'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET 170.02 FT. FROM
 LN0599'STATION, N 25 DEG 24 MIN E.
 LN0599'
 LN0599'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET, 54.44 FT. FROM
 LN0599'STATION, N 57 DEG 46 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0410 ***********************************************************************
 LP0410  DESIGNATION -  LARSON
 LP0410  PID         -  LP0410
 LP0410  STATE/COUNTY-  UT/SALT LAKE
 LP0410  COUNTRY     -  US
 LP0410  USGS QUAD   -  BINGHAM CANYON (2017)
 LP0410
 LP0410                         *CURRENT SURVEY CONTROL
 LP0410  ______________________________________________________________________
 LP0410* NAD 83(1994) POSITION- 40 36 27.46448(N) 112 09 24.24863(W)   ADJUSTED
 LP0410* NAVD 88 ORTHO HEIGHT -  2592.5   (meters)     8506.    (feet) VERTCON3
 LP0410  ______________________________________________________________________
 LP0410  GEOID HEIGHT    -        -17.008 (meters)                     GEOID18
 LP0410  LAPLACE CORR    -        -11.48  (seconds)                    DEFLEC18
 LP0410  HORZ ORDER      -  FIRST
 LP0410
 LP0410.The horizontal coordinates were established by classical geodetic methods
 LP0410.and adjusted by the National Geodetic Survey in November 1997.
 LP0410
 LP0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0410
 LP0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0410.GEOID18 height accuracy estimate available here.
 LP0410
 LP0410.Click photographs - Photos may exist for this station.
 LP0410
 LP0410.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0410
 LP0410. The following values were computed from the NAD 83(1994) position.
 LP0410
 LP0410;                    North         East     Units Scale Factor Converg.
 LP0410;SPC UT C     - 2,252,702.552   444,420.118   MT  0.99998973   -0 25 14.5
 LP0410;SPC UT C     - 7,390,741.62  1,458,068.34   sFT  0.99998973   -0 25 14.5
 LP0410;UTM  12      - 4,495,844.648   402,141.106   MT  0.99971787   -0 45 10.6
 LP0410
 LP0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0410!SPC UT C     -   0.99959616  x   0.99998973  =   0.99958589
 LP0410!UTM  12      -   0.99959616  x   0.99971787  =   0.99931414
 LP0410
 LP0410:                Primary Azimuth Mark                     Grid Az
 LP0410:SPC UT C     -  LARSON RM 3 AZIMUTH                      258 11 35.2
 LP0410:UTM  12      -  LARSON RM 3 AZIMUTH                      258 31 31.3
 LP0410
 LP0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK0214195844(NAD 83)
 LP0410
 LP0410|---------------------------------------------------------------------|
 LP0410| PID    Reference Object                     Distance      Geod. Az  |
 LP0410|                                                           dddmmss.s |
 LP0410| LP0409 SPRITZ                                2.926 METERS 01558     |
 LP0410| LP0378 MAGNA HERCULES INC W TANK           APPROX. 9.1 KM 0510614.8 |
 LP0410| CM5036 LARSON RM 1                           3.210 METERS 13444     |
 LP0410| CM5037 LARSON RM 3 AZIMUTH                                2574620.7 |
 LP0410| LP0407 NELSON PEAK TV STA KBYU MAST         16.603 METERS 29946     |
 LP0410|---------------------------------------------------------------------|
 LP0410
 LP0410                          SUPERSEDED SURVEY CONTROL
 LP0410
 LP0410  NAD 83(1993)-  40 36 27.46250(N)    112 09 24.24538(W) AD(       ) 1
 LP0410  NAD 83(1986)-  40 36 27.45431(N)    112 09 24.24143(W) AD(       ) 1
 LP0410  NAD 27      -  40 36 27.64693(N)    112 09 21.44710(W) AD(       ) 1
 LP0410  NGVD 29 (07/19/86) 2591.3    (m)         8502.     (f) VERT ANG       
 LP0410
 LP0410.Superseded values are not recommended for survey control.
 LP0410
 LP0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0410.See file dsdata.pdf to determine how the superseded data were derived.
 LP0410
 LP0410_MARKER: DH = HORIZONTAL CONTROL DISK
 LP0410_SETTING: 66 = SET IN ROCK OUTCROP
 LP0410_STAMPING: LARSON 1974
 LP0410_MARK LOGO: NGS
 LP0410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0410+STABILITY: POSITION/ELEVATION WELL
 LP0410
 LP0410  HISTORY     - Date     Condition        Report By
 LP0410  HISTORY     - 1974     MONUMENTED       NGS
 LP0410
 LP0410                          STATION DESCRIPTION
 LP0410
 LP0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LP0410'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHWEST OF MAGNA, 11
 LP0410'MILES WEST OF WEST JORDAN ON THE EAST END OF A RIDGE WITH FOUR
 LP0410'TELEVISION TRANSMITTERS AND A NUMBER OF OTHER ANTENNAS, JUST EAST
 LP0410'OF THE EAST-MOST TELEVISION ANTENNA, IN THE NORTHWEST 1/4 SECTION
 LP0410'35, T2S, R3W AND ON PROPERTY OWNED BY KCPX TV, (THE KEY TO THE
 LP0410'GATE CAN BE OBTAINED FROM MR. GARY W. HORROCKS, 130 SOCIAL HALL
 LP0410'AVENUE, SALT LAKE CITY, PHONE NUMBER 322-5681.
 LP0410'
 LP0410'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY ALTERNATE 50
 LP0410'AND STATE HIGHWAY 111 ON THE NORTH SIDE OF MAGNA GO SOUTH ON STATE
 LP0410'HIGHWAY 111 FOR 1.4 MILES TO THE JUNCTION OF STATE HIGHWAY
 LP0410'171.  CONTINUE SOUTH ON STATE HIGHWAY 111 FOR 3.3 MILES TO THE
 LP0410'JUNCTION OF STATE HIGHWAY 173.  CONTINUE SOUTH ON STATE HIGHWAY
 LP0410'111 FOR 4.4 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 LP0410'WESTERLY ON THE GRAVELED ROAD FOR 1.0 MILES TO A RAILROAD
 LP0410'CROSSING.  CONTINUE WESTERLY UP HILL ON THE GRAVELED ROAD FOR
 LP0410'3.4 MILES TO AN IRON GATE.  CONTINUE WESTERLY UP HILL ON THE
 LP0410'WINDING ROAD FOR 3.9 MILES TO A T-INTERSECTION NEAR THE TOP OF
 LP0410'THE RIDGE.  (TO REACH REFERENCE MARK 3, USED FOR AN AZIMUTH MARK
 LP0410'TURN LEFT AND CONTINUE WESTERLY UP HILL FOR 0.3 MILE TO THE
 LP0410'HIGHEST POINT OF THE HILL, A TELEVISION ANTENNA AND THE MARK IN
 LP0410'THE DRIVEWAY ON THE NORTH SIDE OF THE BUILDING.) TURN RIGHT
 LP0410'AND GO EASTERLY UP HILL FOR 0.3 MILE TO A TELEVISION ANTENNA
 LP0410'AND THE STATION AT THE END OF THE ROAD.
 LP0410'
 LP0410'THE STATION MARK IS A STANDARD DISK STAMPED LARSON 1974, CEMENTED
 LP0410'IN A DRILL HOLE IN A 2X3-FOOT OUTCROP OF BEDROCK THAT
 LP0410'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 14 FEET WEST OF
 LP0410'A WITNESS POST, ON THE SOUTH SIDE OF THE RIDGE AND ABOUT 5 FEET
 LP0410'LOWER THAN THE HIGHEST POINT OF THE RIDGE.
 LP0410'
 LP0410'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LARSON NO 1 1974,
 LP0410'CEMENTED IN A DRILL HOLE IN A 1X3-FOOT OUTCROP OF BEDROCK THAT
 LP0410'PROJECTS 2 FEET ON THE SOUTH SIDE.  IT IS 10 FEET SOUTHWEST OF THE
 LP0410'WITNESS POST, ON THE SOUTH SIDE OF THE RIDGE AND ABOUT THE SAME
 LP0410'ELEVATION AS THE STATION.
 LP0410'
 LP0410'THE MARK USED AS REFERENCE MARK 2 IS A U.S. FOREST SERVICE BRONZE
 LP0410'DISK STAMPED SPRITZ 1963, CEMENTED IN A DRILL HOLE IN A 3X5 FOOT
 LP0410'OUTCROP OF BEDROCK THAT PROJECTS 6 INCHES ABOVE THE GROUND
 LP0410'SURFACE IT IS 19 FEET NORTH OF THE SOUTH EDGE OF THE RIDGE, 16
 LP0410'FEET WEST OF THE WITNESS POST AND ABOUT 2 FEET HIGHER THAN THE
 LP0410'STATION.
 LP0410'
 LP0410'REFERENCE MARK 3, (AZIMUTH MARK) IS A STANDARD DISK STAMPED LARSON
 LP0410'NO 3 1974 AZ, CEMENTED IN A DRILL HOLE IN THE CONCRETE DRIVEWAY ON
 LP0410'THE NORTH SIDE OF A BUILDING ON THE HIGHEST POINT OF THE RIDGE.  IT
 LP0410'IS 6 FEET NORTH OF THE BUILDING, 2 FEET SOUTH OF THE NORTH SIDE OF
 LP0410'THE DRIVEWAY AND 2 FEET WEST OF THE EAST SIDE OF THE DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5809 ***********************************************************************
 AI5809  CBN         -  This is a Cooperative Base Network Control Station.
 AI5809  DESIGNATION -  LARWEST
 AI5809  PID         -  AI5809
 AI5809  STATE/COUNTY-  UT/CACHE
 AI5809  COUNTRY     -  US
 AI5809  USGS QUAD   -  SMITHFIELD (2017)
 AI5809
 AI5809                         *CURRENT SURVEY CONTROL
 AI5809  ______________________________________________________________________
 AI5809* NAD 83(2011) POSITION- 41 45 52.66863(N) 111 49 10.96520(W)   ADJUSTED
 AI5809* NAD 83(2011) ELLIP HT-  1375.707 (meters)        (06/27/12)   ADJUSTED
 AI5809* NAD 83(2011) EPOCH   -  2010.00
 AI5809* NAVD 88 ORTHO HEIGHT -  1391.2   (meters)     4564.    (feet) GPS OBS
 AI5809  ______________________________________________________________________
 AI5809  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5809  GEOID HEIGHT    -        -15.443 (meters)                     GEOID09
 AI5809  GEOID HEIGHT    -        -15.430 (meters)                     GEOID18
 AI5809  NAD 83(2011) X  - -1,771,267.474 (meters)                     COMP
 AI5809  NAD 83(2011) Y  - -4,424,069.695 (meters)                     COMP
 AI5809  NAD 83(2011) Z  -  4,227,056.423 (meters)                     COMP
 AI5809  LAPLACE CORR    -         11.81  (seconds)                    DEFLEC18
 AI5809
 AI5809  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5809  Standards:
 AI5809         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5809            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5809  -------------------------------------------------------------------
 AI5809  NETWORK    0.95   1.49           0.37   0.38   0.76     -0.51165078
 AI5809  -------------------------------------------------------------------
 AI5809  Click here for local accuracies and other accuracy information.
 AI5809
 AI5809.The horizontal coordinates were established by GPS observations
 AI5809.and adjusted by the National Geodetic Survey in June 2012.
 AI5809
 AI5809.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5809.been affixed to the stable North American tectonic plate. See 
 AI5809.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5809
 AI5809.The horizontal coordinates are valid at the epoch date displayed above
 AI5809.which is a decimal equivalence of Year/Month/Day.
 AI5809
 AI5809.The orthometric height was determined by GPS observations and a
 AI5809.high-resolution geoid model.
 AI5809
 AI5809.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5809.GEOID18 height accuracy estimate available here.
 AI5809
 AI5809.Click photographs - Photos may exist for this station.
 AI5809
 AI5809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5809
 AI5809.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5809
 AI5809.The ellipsoidal height was determined by GPS observations
 AI5809.and is referenced to NAD 83.
 AI5809
 AI5809. The following values were computed from the NAD 83(2011) position.
 AI5809
 AI5809;                    North         East     Units Scale Factor Converg.
 AI5809;SPC UT N     - 1,158,999.607   473,414.322   MT  0.99999702   -0 12 38.9
 AI5809;SPC UT N     - 3,802,484.54  1,553,193.49   sFT  0.99999702   -0 12 38.9
 AI5809;UTM  12      - 4,623,968.578   431,863.495   MT  0.99965713   -0 32 45.6
 AI5809
 AI5809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5809!SPC UT N     -   0.99978427  x   0.99999702  =   0.99978129
 AI5809!UTM  12      -   0.99978427  x   0.99965713  =   0.99944148
 AI5809
 AI5809_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM3186323968(NAD 83)
 AI5809
 AI5809                          SUPERSEDED SURVEY CONTROL
 AI5809
 AI5809  NAD 83(2007)-  41 45 52.66830(N)    111 49 10.96625(W) AD(2002.00) 0
 AI5809  ELLIP H (02/10/07) 1375.721  (m)                       GP(2002.00)    
 AI5809  NAD 83(1994)-  41 45 52.66757(N)    111 49 10.96541(W) AD(       ) A
 AI5809  ELLIP H (06/28/00) 1375.753  (m)                       GP(       ) 4 1
 AI5809  NAVD 88 (06/28/00) 1391.2    (m)  GEOID99  model used  GPS OBS        
 AI5809
 AI5809.Superseded values are not recommended for survey control.
 AI5809
 AI5809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5809.See file dsdata.pdf to determine how the superseded data were derived.
 AI5809
 AI5809_MARKER: DD = SURVEY DISK
 AI5809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5809_STAMPING: LARWEST GPS CONTROL 1999
 AI5809_MARK LOGO: LAWTEG
 AI5809_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5809+STABILITY: SURFACE MOTION
 AI5809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5809+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5809
 AI5809  HISTORY     - Date     Condition        Report By
 AI5809  HISTORY     - 1999     MONUMENTED       LAWTEG
 AI5809
 AI5809                          STATION DESCRIPTION
 AI5809
 AI5809'DESCRIBED BY LARWEST ENGINEERING 1999 (DFH)
 AI5809'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTH-SOUTHEAST OF
 AI5809'SMITHFIELD, 3.2 KM (2.00 MI) NORTH-NORTHEAST OF LOGAN, 3.2 KM (2.00
 AI5809'MI) EAST OF THE LOGAN AIRPORT AND IN NORTH LOGAN. OWNERSHIP--UTAH
 AI5809'STATE UNIVERSITY RESEARCH PARK, 1770 RESEARCH PARK WAY, SUITE 120,
 AI5809'NORTH LOGAN.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 91
 AI5809'AND STATE ROUTE 30, IN LOGAN, GO NORTH ON HIGHWAY 91 FOR 3.30 KM (2.05
 AI5809'MI) TO A CROSSROAD.  TURN RIGHT AND GO EAST ON 1800 NORTH STREET FOR
 AI5809'1.21 KM (0.75 MI) TO THE STATION ON THE RIGHT, ACROSS A SIDEWALK,
 AI5809'LANDSCAPED AREA AND ASPHALT AND IN THE NORTH END OF A NORTH-SOUTH
 AI5809'PARKING MEDIAN.  THE STATION IS A 9 CM ALUMINUM DISK IN TOP OF A 30 CM
 AI5809'ROUND CONCRETE MONUMENT, FLUSH WITH THE GRASS.  IT IS 3.0 M (9.8 FT)
 AI5809'NORTH OF A LIGHT POLE, 1.5 M (4.9 FT) WEST OF THE EAST CURB AND 1.4 M
 AI5809'(4.6 FT) EAST OF THE WEST CURB.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0742 ***********************************************************************
 HN0742  DESIGNATION -  LAST=ET U 61
 HN0742  PID         -  HN0742
 HN0742  STATE/COUNTY-  UT/KANE
 HN0742  COUNTRY     -  US
 HN0742  USGS QUAD   -  SIT DOWN BENCH (2017)
 HN0742
 HN0742                         *CURRENT SURVEY CONTROL
 HN0742  ______________________________________________________________________
 HN0742* NAD 83(1994) POSITION- 37 08 05.92055(N) 111 21 13.11287(W)   ADJUSTED
 HN0742* NAVD 88 ORTHO HEIGHT -  1685.2   (meters)     5529.    (feet) VERTCON3
 HN0742  ______________________________________________________________________
 HN0742  GEOID HEIGHT    -        -23.174 (meters)                     GEOID18
 HN0742  LAPLACE CORR    -          0.79  (seconds)                    DEFLEC18
 HN0742  HORZ ORDER      -  THIRD
 HN0742
 HN0742.The horizontal coordinates were established by classical geodetic methods
 HN0742.and adjusted by the National Geodetic Survey in November 1997.
 HN0742
 HN0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0742
 HN0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0742.GEOID18 height accuracy estimate available here.
 HN0742
 HN0742.Click photographs - Photos may exist for this station.
 HN0742
 HN0742.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0742
 HN0742. The following values were computed from the NAD 83(1994) position.
 HN0742
 HN0742;                    North         East     Units Scale Factor Converg.
 HN0742;SPC UT S     - 3,051,985.123   513,004.655   MT  1.00001501   +0 05 22.8
 HN0742;SPC UT S     -10,013,054.52  1,683,082.77   sFT  1.00001501   +0 05 22.8
 HN0742;UTM  12      - 4,109,904.601   468,589.937   MT  0.99961215   -0 12 48.6
 HN0742
 HN0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0742!SPC UT S     -   0.99973925  x   1.00001501  =   0.99975425
 HN0742!UTM  12      -   0.99973925  x   0.99961215  =   0.99935150
 HN0742
 HN0742:                Primary Azimuth Mark                     Grid Az
 HN0742:SPC UT S     -  ET U 13                                  162 08 47.5
 HN0742:UTM  12      -  ET U 13                                  162 26 58.9
 HN0742
 HN0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG6858909904(NAD 83)
 HN0742
 HN0742|---------------------------------------------------------------------|
 HN0742| PID    Reference Object                     Distance      Geod. Az  |
 HN0742|                                                           dddmmss.s |
 HN0742| HN0760 ET U 13                             APPROX. 2.6 KM 1621410.3 |
 HN0742|---------------------------------------------------------------------|
 HN0742
 HN0742                          SUPERSEDED SURVEY CONTROL
 HN0742
 HN0742  NAD 83(1992)-  37 08 05.91930(N)    111 21 13.11323(W) AD(       ) 3
 HN0742  NAD 83(1986)-  37 08 05.91550(N)    111 21 13.11436(W) AD(       ) 3
 HN0742  NAD 27      -  37 08 05.95559(N)    111 21 10.54984(W) AD(       ) 3
 HN0742  NGVD 29 (07/19/86) 1684.2    (m)         5526.     (f) VERT ANG       
 HN0742
 HN0742.Superseded values are not recommended for survey control.
 HN0742
 HN0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0742.See file dsdata.pdf to determine how the superseded data were derived.
 HN0742
 HN0742_MARKER: DD = SURVEY DISK
 HN0742_SETTING: 66 = SET IN ROCK OUTCROP
 HN0742_STAMPING: LAST 1953
 HN0742_MARK LOGO: USGS
 HN0742_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0742+STABILITY: POSITION/ELEVATION WELL
 HN0742
 HN0742  HISTORY     - Date     Condition        Report By
 HN0742  HISTORY     - 1953     MONUMENTED       USGS
 HN0742  HISTORY     - 1959     GOOD             CGS
 HN0742  HISTORY     - 1963     GOOD             CGS
 HN0742
 HN0742                          STATION DESCRIPTION
 HN0742
 HN0742'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0742'LOCATED ABOUT 65 MI. E. OF KANAB, 27 MI. NE. OF MARBLE CANYON
 HN0742'AND 6 MI. NW. OF THE CROSSING OF THE FATHERS.  ON THE HIGHEST
 HN0742'POINT OF NW.-SE. RIDGE.
 HN0742'
 HN0742'STATION REACHED BY HELICOPTER.
 HN0742'
 HN0742'STATION MARK--STANDARD TABLET STAMPED LAST 1953 CEMENTED IN
 HN0742'ROCK OUTCROP.
 HN0742'
 HN0742'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER CEMENTED IN ROCK
 HN0742'OUTCROP, 28.33 FT. FROM STATION MARK N 19 DEG 06 MIN E.
 HN0742'
 HN0742'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED IN ROCK
 HN0742'OUTCROP, 31.24 FT. FROM STATION MARK S 46 DEG 25 MIN E.
 HN0742
 HN0742                          STATION RECOVERY (1959)
 HN0742
 HN0742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CCM)
 HN0742'STATION MARK AND TWO REF. MARKS RECOVERED AND IN GOOD CONDITION.
 HN0742'
 HN0742'STATION REACHED BY HELICOPTER.
 HN0742'
 HN0742'STATION MARK--STANDARD TABLET STAMPED LAST 1953 AND ET U 61
 HN0742'IN 1959, CEMENTED IN ROCK OUTCROP.
 HN0742'
 HN0742'SIGNAL--FLASHING LIGHT MOUNTED UNDER INSTRUMENT CENTERED OVER
 HN0742'STATION MARK.
 HN0742'
 HN0742'SIGNAL DATA--FLASHING LIGHT 3.6 FT.
 HN0742
 HN0742                          STATION RECOVERY (1963)
 HN0742
 HN0742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HN0742'RECOVERED IN GOOD CONDITION.
 HN0742'
 HN0742'STATION MARK--STANDARD TABLET, STAMPED ---LAST 1953---, CEMENTED IN
 HN0742'ROCK OUTCROP, AND ADDITIONALLY STAMPED ---ET U 61--- IN 1959.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0445 ***********************************************************************
 LP0445  DESIGNATION -  LAVA
 LP0445  PID         -  LP0445
 LP0445  STATE/COUNTY-  UT/UTAH
 LP0445  COUNTRY     -  US
 LP0445  USGS QUAD   -  FIVEMILE PASS (2017)
 LP0445
 LP0445                         *CURRENT SURVEY CONTROL
 LP0445  ______________________________________________________________________
 LP0445* NAD 83(1994) POSITION- 40 13 10.70688(N) 112 09 10.03713(W)   ADJUSTED
 LP0445* NAVD 88 ORTHO HEIGHT -  1887.8   (meters)     6194.    (feet) VERTCON3
 LP0445  ______________________________________________________________________
 LP0445  GEOID HEIGHT    -        -17.446 (meters)                     GEOID18
 LP0445  LAPLACE CORR    -          0.11  (seconds)                    DEFLEC18
 LP0445  HORZ ORDER      -  THIRD
 LP0445
 LP0445.The horizontal coordinates were established by classical geodetic methods
 LP0445.and adjusted by the National Geodetic Survey in November 1997.
 LP0445
 LP0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0445
 LP0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0445.GEOID18 height accuracy estimate available here.
 LP0445
 LP0445.Click photographs - Photos may exist for this station.
 LP0445
 LP0445.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0445
 LP0445. The following values were computed from the NAD 83(1994) position.
 LP0445
 LP0445;                    North         East     Units Scale Factor Converg.
 LP0445;SPC UT C     - 2,209,620.118   444,439.787   MT  0.99992131   -0 25 05.4
 LP0445;SPC UT C     - 7,249,395.34  1,458,132.87   sFT  0.99992131   -0 25 05.4
 LP0445;UTM  12      - 4,452,772.873   401,913.243   MT  0.99971843   -0 44 40.0
 LP0445
 LP0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0445!SPC UT C     -   0.99970668  x   0.99992131  =   0.99962801
 LP0445!UTM  12      -   0.99970668  x   0.99971843  =   0.99942519
 LP0445
 LP0445:                Primary Azimuth Mark                     Grid Az
 LP0445:SPC UT C     -  RAD BEAM                                 046 36 43.3
 LP0445:UTM  12      -  RAD BEAM                                 046 56 17.9
 LP0445
 LP0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK0191352772(NAD 83)
 LP0445
 LP0445|---------------------------------------------------------------------|
 LP0445| PID    Reference Object                     Distance      Geod. Az  |
 LP0445|                                                           dddmmss.s |
 LP0445| LP0441 RAD BEAM                            APPROX. 9.5 KM 0461137.9 |
 LP0445|---------------------------------------------------------------------|
 LP0445
 LP0445                          SUPERSEDED SURVEY CONTROL
 LP0445
 LP0445  NAD 83(1993)-  40 13 10.70746(N)    112 09 10.03286(W) AD(       ) 3
 LP0445  NAD 83(1986)-  40 13 10.69769(N)    112 09 10.03233(W) AD(       ) 3
 LP0445  NAD 27      -  40 13 10.89643(N)    112 09 07.25189(W) AD(       ) 3
 LP0445  NGVD 29 (07/19/86) 1886.7    (m)         6190.     (f) VERT ANG       
 LP0445
 LP0445.Superseded values are not recommended for survey control.
 LP0445
 LP0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0445.See file dsdata.pdf to determine how the superseded data were derived.
 LP0445
 LP0445_MARKER: DB = BENCH MARK DISK
 LP0445_SETTING: 0 = UNSPECIFIED SETTING
 LP0445_STAMPING: LAVA 1955
 LP0445_MARK LOGO: USGS
 LP0445
 LP0445  HISTORY     - Date     Condition        Report By
 LP0445  HISTORY     - 1955     MONUMENTED       USGS
 LP0445  HISTORY     - 1955     GOOD             USGS
 LP0445
 LP0445                          STATION DESCRIPTION
 LP0445
 LP0445'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LP0445'TO REACH FROM THE UNION PACIFIC RAILROAD STATION KNOWN AS FAUST, DRIVE
 LP0445'E. ON FIVE MILE RD. FOR 12.1 MI. TO STATE HIGHWAY 73, IN FIVE MILE
 LP0445'PASS, FOLLOW STATE HIGHWAY 73 FOR 1.2 MI. TO TRACK RD. ON RIGHT (S.),
 LP0445'TURN S. ON TRACK RD. FOR 1.1 MI. AND LEAVE TRACK RD., GO SOUTHWARD
 LP0445'ALONG WASH AND UP DRAW FOR 0.4 MI.  PACK SE. UP RIDGE THROUGH TWO
 LP0445'SADDLES TO HIGHEST POINT AND STATION.
 LP0445'
 LP0445'STATION MARK--EXISTING TABLET STAMPED ---LAVA 1955--- BY USGS, 1955.
 LP0445'
 LP0445'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0533 ***********************************************************************
 JM0533  DESIGNATION -  LAVENDER 2
 JM0533  PID         -  JM0533
 JM0533  STATE/COUNTY-  UT/SAN JUAN
 JM0533  COUNTRY     -  US
 JM0533  USGS QUAD   -  SOUTH SIX-SHOOTER PEAK (2017)
 JM0533
 JM0533                         *CURRENT SURVEY CONTROL
 JM0533  ______________________________________________________________________
 JM0533* NAD 83(1994) POSITION- 38 04 34.61900(N) 109 38 54.54934(W)   ADJUSTED
 JM0533* NAVD 88 ORTHO HEIGHT -  2119.4   (meters)     6953.    (feet) VERTCON3
 JM0533  ______________________________________________________________________
 JM0533  GEOID HEIGHT    -        -19.162 (meters)                     GEOID18
 JM0533  LAPLACE CORR    -          4.65  (seconds)                    DEFLEC18
 JM0533  HORZ ORDER      -  THIRD
 JM0533
 JM0533.The horizontal coordinates were established by classical geodetic methods
 JM0533.and adjusted by the National Geodetic Survey in November 1997.
 JM0533
 JM0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0533
 JM0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0533.GEOID18 height accuracy estimate available here.
 JM0533
 JM0533.Click photographs - Photos may exist for this station.
 JM0533
 JM0533.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0533
 JM0533. The following values were computed from the NAD 83(1994) position.
 JM0533
 JM0533;                    North         East     Units Scale Factor Converg.
 JM0533;SPC UT S     - 3,158,054.184   662,438.020   MT  0.99996426   +1 08 03.8
 JM0533;SPC UT S     -10,361,049.44  2,173,348.74   sFT  0.99996426   +1 08 03.8
 JM0533;UTM  12      - 4,215,141.133   618,538.963   MT  0.99977306   +0 50 00.9
 JM0533
 JM0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0533!SPC UT S     -   0.99967055  x   0.99996426  =   0.99963483
 JM0533!UTM  12      -   0.99967055  x   0.99977306  =   0.99944369
 JM0533
 JM0533:                Primary Azimuth Mark                     Grid Az
 JM0533:SPC UT S     -  COTTON                                   111 40 49.6
 JM0533:UTM  12      -  COTTON                                   111 58 52.5
 JM0533
 JM0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH1853815141(NAD 83)
 JM0533
 JM0533|---------------------------------------------------------------------|
 JM0533| PID    Reference Object                     Distance      Geod. Az  |
 JM0533|                                                           dddmmss.s |
 JM0533| JM0530 COTTON                              APPROX. 5.0 KM 1124853.4 |
 JM0533|---------------------------------------------------------------------|
 JM0533
 JM0533                          SUPERSEDED SURVEY CONTROL
 JM0533
 JM0533  NAD 83(1986)-  38 04 34.60956(N)    109 38 54.55247(W) AD(       ) 3
 JM0533  NAD 27      -  38 04 34.64898(N)    109 38 52.12427(W) AD(       ) 3
 JM0533  NGVD 29 (07/19/86) 2118.4    (m)         6950.     (f) VERT ANG       
 JM0533
 JM0533.Superseded values are not recommended for survey control.
 JM0533
 JM0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0533.See file dsdata.pdf to determine how the superseded data were derived.
 JM0533
 JM0533_MARKER: DD = SURVEY DISK
 JM0533_SETTING: 66 = SET IN ROCK OUTCROP
 JM0533_STAMPING: LAVENDER 2 1953
 JM0533_MARK LOGO: USGS
 JM0533_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0533+STABILITY: POSITION/ELEVATION WELL
 JM0533
 JM0533  HISTORY     - Date     Condition        Report By
 JM0533  HISTORY     - 1953     MONUMENTED       USGS
 JM0533  HISTORY     - 1978     GOOD             LOCSUR
 JM0533
 JM0533                          STATION DESCRIPTION
 JM0533
 JM0533'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JM0533'LOCATED ABOUT 35 MI. SSW. OF MOAB, 22 MI. NW. OF MONTICELLO, 5 MI. W.
 JM0533'OF DUGOUT RANCH ON INDIAN CREEK, 3 MI. SW. OF FORKS OF INDIAN CREEK
 JM0533'AND LAVENDER CANYON ON LARGER AND EASTERNMOST OF TWO SMALL TOPS
 JM0533'WHICH RISE ABOUT 400 FT. ABOVE RIDGE DIVIDING DAVIS CANYON AND
 JM0533'LAVENDER CANYON.  STATION IS 28.29 FT. FROM USGS STATION
 JM0533'---LAVENDER 1934--- S 74 DEG 34 MIN E.
 JM0533'
 JM0533'NOTE--STATION ---LAVENDER 1934--- WAS NOT OCCUPIED BECAUSE IT WAS
 JM0533'IMPOSSIBLE TO LAND ON THAT TOP, AND A DEEP CHASM PREVENTED REACHING
 JM0533'IT ON FOOT FROM THE SITE OF LAVENDER 2.
 JM0533'
 JM0533'STATION REACHED BY HELICOPTER.
 JM0533'
 JM0533'STATION MARK--STANDARD TABLET STAMPED ---LAVENDER 1953--- CEMENTED
 JM0533'IN DRILL HOLE IN FLAT ROCK OUTCROP.
 JM0533'
 JM0533'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 JM0533'1 1953---, CEMENTED IN DRILL HOLE IN FLAT ROCK SET FLUSH WITH GROUND,
 JM0533'13.70 FT. FROM STATION MARK, S 14 DEG 19 MIN W.
 JM0533'
 JM0533'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 JM0533'2 1953---, CEMENTED IN FLAT ROCK OUTCROP, 21.62 FT. FROM STATION MARK,
 JM0533'S 66 DEG 55 MIN E.
 JM0533'
 JM0533'LAVENDER 1934--STANDARD TABLET STAMPED ---LAVENDER 1934---, CEMENTED
 JM0533'IN BEDROCK, 28.29 FT. FROM STATION MARK, N 74 DEG 34 MIN W.
 JM0533
 JM0533                          STATION RECOVERY (1978)
 JM0533
 JM0533'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978 (MLB)
 JM0533'LAVENDER 1953 RECOVERED GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0549 ***********************************************************************
 JO0549  DESIGNATION -  LAW
 JO0549  PID         -  JO0549
 JO0549  STATE/COUNTY-  UT/MILLARD
 JO0549  COUNTRY     -  US
 JO0549  USGS QUAD   -  RED TOPS (2017)
 JO0549
 JO0549                         *CURRENT SURVEY CONTROL
 JO0549  ______________________________________________________________________
 JO0549* NAD 83(1994) POSITION- 38 46 32.20543(N) 113 21 12.74981(W)   ADJUSTED
 JO0549* NAVD 88 ORTHO HEIGHT -  1930.88  (+/-2cm)     6334.9   (feet) VERTCON3
 JO0549  ______________________________________________________________________
 JO0549  GEOID HEIGHT    -        -20.661 (meters)                     GEOID18
 JO0549  LAPLACE CORR    -          1.72  (seconds)                    DEFLEC18
 JO0549  HORZ ORDER      -  SECOND
 JO0549  VERT ORDER      -  THIRD ? (See Below)
 JO0549
 JO0549.The horizontal coordinates were established by classical geodetic methods
 JO0549.and adjusted by the National Geodetic Survey in November 1997.
 JO0549
 JO0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0549
 JO0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0549.GEOID18 height accuracy estimate available here.
 JO0549
 JO0549.The vertical order pertains to the NGVD 29 superseded value.
 JO0549
 JO0549.Click photographs - Photos may exist for this station.
 JO0549
 JO0549.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0549
 JO0549. The following values were computed from the NAD 83(1994) position.
 JO0549
 JO0549;                    North         East     Units Scale Factor Converg.
 JO0549;SPC UT C     - 2,050,772.380   338,928.990   MT  1.00006820   -1 11 14.4
 JO0549;SPC UT C     - 6,728,242.38  1,111,969.53   sFT  1.00006820   -1 11 14.4
 JO0549;UTM  12      - 4,294,507.185   295,548.057   MT  1.00011476   -1 28 28.1
 JO0549
 JO0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0549!SPC UT C     -   0.99970038  x   1.00006820  =   0.99976856
 JO0549!UTM  12      -   0.99970038  x   1.00011476  =   0.99981510
 JO0549
 JO0549:                Primary Azimuth Mark                     Grid Az
 JO0549:SPC UT C     -  LAWSON                                   225 05 06.4
 JO0549:UTM  12      -  LAWSON                                   225 22 20.1
 JO0549
 JO0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH9554894507(NAD 83)
 JO0549
 JO0549|---------------------------------------------------------------------|
 JO0549| PID    Reference Object                     Distance      Geod. Az  |
 JO0549|                                                           dddmmss.s |
 JO0549| CM5038 LAW RM 1                              9.897 METERS 18121     |
 JO0549| JO0588 LAWSON                              APPROX.26.2 KM 2235352.0 |
 JO0549| CM5039 LAW RM 2                             10.720 METERS 28309     |
 JO0549|---------------------------------------------------------------------|
 JO0549
 JO0549                          SUPERSEDED SURVEY CONTROL
 JO0549
 JO0549  NAD 83(1986)-  38 46 32.20012(N)    113 21 12.74767(W) AD(       ) 2
 JO0549  NAD 27      -  38 46 32.35717(N)    113 21 09.86966(W) AD(       ) 2
 JO0549  NGVD 29            1929.69   (m)         6331.0    (f) LEVELING    3  
 JO0549
 JO0549.Superseded values are not recommended for survey control.
 JO0549
 JO0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0549.See file dsdata.pdf to determine how the superseded data were derived.
 JO0549
 JO0549_MARKER: DB = BENCH MARK DISK
 JO0549_SETTING: 66 = SET IN ROCK OUTCROP
 JO0549_STAMPING: LAW 1958
 JO0549_MARK LOGO: USGS
 JO0549_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0549+STABILITY: POSITION/ELEVATION WELL
 JO0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0549+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2019
 JO0549
 JO0549  HISTORY     - Date     Condition        Report By
 JO0549  HISTORY     - 1958     MONUMENTED       USGS
 JO0549  HISTORY     - 1971     GOOD             USGS
 JO0549  HISTORY     - 20190513 GOOD             INDIV
 JO0549
 JO0549                          STATION DESCRIPTION
 JO0549
 JO0549'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JO0549'LOCATED ABOUT 32.4 MI. NW. OF MILFORD, 13.4 MI. E. OF CRYSTAL PEAK,
 JO0549'7.0 MI. W. OF SW. EDGE OF SEVIER LAKE.
 JO0549'
 JO0549'REACHED BY HELICOPTER - GOOD LANDING ABOUT 20 FT. S. OF AND 4 FT.
 JO0549'LOWER THAN STATION.
 JO0549'
 JO0549'TO REACH FROM MILFORD POST OFFICE, DRIVE W. ON STATE HIGHWAY 21 FOR
 JO0549'25.0 MI. TO T-RD. N. AT USDI BIM WAH WAH FIELD STATION, TURN RIGHT
 JO0549'(N.) FOR 17.5 MI. ON MAIN VALLEY RD. (DIRT) TO RD. FORK JUNCTION
 JO0549'WITH E-W. RD. FROM BLACK ROCK, TAKE LEFT FORK W. FOR 6.0 MI. TO
 JO0549'PAINTER SPRINGS ROAD (T-RD. N.), TURN RIGHT (N.) ON PAINTER
 JO0549'SPRINGS ROAD FOR 4.0 MI. TO RD. FORKS, TAKE RIGHT FORK E. FOR 1.3
 JO0549'MI. TO MOUTH OF SMALL CANYON, DRIVE S. UP CANYON ON RIGHT SIDE OF
 JO0549'DRAIN FOR 0.5 MI.  PACK S. TO TOP AND STATION.  ABOUT A 1 HOUR PACK.
 JO0549'
 JO0549'STATION MARK--STANDARD USGS STATION MARK TABLET, STAMPED ---LAW
 JO0549'1958---, CEMENTED IN DRILL HOLE ON HIGHEST POINT OF ROCK OUTCROP.
 JO0549'
 JO0549'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET, STAMPED
 JO0549'---NO 1 1958---, CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 JO0549'
 JO0549'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET, STAMPED
 JO0549'---NO 2 1958---, CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 JO0549
 JO0549                          STATION RECOVERY (1971)
 JO0549
 JO0549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JO0549'RM 1 - RM 2 NOT MEASURED.
 JO0549'
 JO0549'LOCATED ABOUT 32.4 MI NW. OF MILFORD.  13.4 MI E. OF CRYSTAL
 JO0549'PEAK.  7.0 MI W. OF SOUTHWEST EDGE OF SEVIER LAKE.
 JO0549'
 JO0549'REACHED BY HELICOPTER - GOOD LANDING ABOUT 20 FT S. OF AND 4 FT
 JO0549'LOWER THAN STATION.
 JO0549'
 JO0549'TO REACH FROM MILFORD POST OFFICE, DRIVE W. ON STATE HIGHWAY 21
 JO0549'FOR 25.0 MI TO T-RD. N. AT USDI BLM WAH WAH FIELD STATION.  TURN
 JO0549'RIGHT (N.) FOR 17.5 MI ON MAIN VALLEY RD. (DIRT) TO
 JO0549'RD. FK. JCT. WITH E.-W. RD. FROM BLACK ROCK.  TAKE LEFT FORK (W.)
 JO0549'FOR 6.0 MI TO PAINTER SPRINGS RD. (T-RD. N.).  TURN RIGHT (N.) ON
 JO0549'PAINTER SPRINGS RD. FOR 4.0 MI TO RD. FKS.  TAKE RIGHT FORK (E.)
 JO0549'FOR 1.3 MI TO MOUTH OF SMALL CANYON.  DRIVE S. UP CANYON ON
 JO0549'RIGHT SIDE OF DRAIN FOR 0.5 MI.  PACK S. TO TOP AND STATION.
 JO0549'ABOUT A 1-HOUR PACK.
 JO0549'
 JO0549'STATION MARK--STANDARD USGS STATION MARK TABLET STAMPED LAW 1958
 JO0549'CEMENTED IN DRILL HOLE ON HIGHEST POINT OF ROCK OUTCROP.
 JO0549'
 JO0549'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 JO0549'NO 1 1958 CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 JO0549'
 JO0549'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED
 JO0549'NO 2 1958 CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 JO0549
 JO0549                          STATION RECOVERY (2019)
 JO0549
 JO0549'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (TWG)
 JO0549'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0588 ***********************************************************************
 JO0588  DESIGNATION -  LAWSON
 JO0588  PID         -  JO0588
 JO0588  STATE/COUNTY-  UT/MILLARD
 JO0588  COUNTRY     -  US
 JO0588  USGS QUAD   -  WAH WAH SUMMIT (2017)
 JO0588
 JO0588                         *CURRENT SURVEY CONTROL
 JO0588  ______________________________________________________________________
 JO0588* NAD 83(1994) POSITION- 38 36 18.15084(N) 113 33 44.94312(W)   ADJUSTED
 JO0588* NAVD 88 ORTHO HEIGHT -  2680.07  (+/-2cm)     8792.9   (feet) VERTCON3
 JO0588  ______________________________________________________________________
 JO0588  GEOID HEIGHT    -        -20.810 (meters)                     GEOID18
 JO0588  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC18
 JO0588  HORZ ORDER      -  SECOND
 JO0588  VERT ORDER      -  THIRD ? (See Below)
 JO0588
 JO0588.The horizontal coordinates were established by classical geodetic methods
 JO0588.and adjusted by the National Geodetic Survey in November 1997.
 JO0588
 JO0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0588
 JO0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0588.GEOID18 height accuracy estimate available here.
 JO0588
 JO0588.The vertical order pertains to the NGVD 29 superseded value.
 JO0588
 JO0588.Click photographs - Photos may exist for this station.
 JO0588
 JO0588.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0588
 JO0588. The following values were computed from the NAD 83(1994) position.
 JO0588
 JO0588;                    North         East     Units Scale Factor Converg.
 JO0588;SPC UT C     - 2,032,238.066   320,338.507   MT  1.00012696   -1 19 16.3
 JO0588;SPC UT C     - 6,667,434.39  1,050,977.25   sFT  1.00012696   -1 19 16.3
 JO0588;UTM  12      - 4,276,063.634   276,865.075   MT  1.00021317   -1 35 58.3
 JO0588
 JO0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0588!SPC UT C     -   0.99958293  x   1.00012696  =   0.99970983
 JO0588!UTM  12      -   0.99958293  x   1.00021317  =   0.99979601
 JO0588
 JO0588:                Primary Azimuth Mark                     Grid Az
 JO0588:SPC UT C     -  FRISCO 2                                 112 38 33.8
 JO0588:UTM  12      -  FRISCO 2                                 112 55 15.8
 JO0588
 JO0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH7686576063(NAD 83)
 JO0588
 JO0588|---------------------------------------------------------------------|
 JO0588| PID    Reference Object                     Distance      Geod. Az  |
 JO0588|                                                           dddmmss.s |
 JO0588| CM5040 LAWSON RM 1                          16.925 METERS 00131     |
 JO0588| CM5041 LAWSON RM 2                          15.765 METERS 11027     |
 JO0588| JO0547 FRISCO 2                            APPROX.25.7 KM 1111917.5 |
 JO0588|---------------------------------------------------------------------|
 JO0588
 JO0588                          SUPERSEDED SURVEY CONTROL
 JO0588
 JO0588  NAD 83(1986)-  38 36 18.14592(N)    113 33 44.94132(W) AD(       ) 2
 JO0588  NAD 27      -  38 36 18.30241(N)    113 33 42.04195(W) AD(       ) 2
 JO0588  NGVD 29            2678.70   (m)         8788.4    (f) LEVELING    3  
 JO0588
 JO0588.Superseded values are not recommended for survey control.
 JO0588
 JO0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0588.See file dsdata.pdf to determine how the superseded data were derived.
 JO0588
 JO0588_MARKER: DD = SURVEY DISK
 JO0588_SETTING: 80 = SET IN A BOULDER
 JO0588_STAMPING: LAWSON 1971
 JO0588_MARK LOGO: USGS
 JO0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0588+STABILITY: SURFACE MOTION
 JO0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0588+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2020
 JO0588
 JO0588  HISTORY     - Date     Condition        Report By
 JO0588  HISTORY     - 1971     MONUMENTED       USGS
 JO0588  HISTORY     - 20200628 GOOD             INDIV
 JO0588
 JO0588                          STATION DESCRIPTION
 JO0588
 JO0588'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0588'LOCATED ABOUT 13.0 MI SE. OF CRYSTAL PEAK.  10 MI E. OF DESERT
 JO0588'RANGE EXPERIMENTAL HEADQUARTERS.  ON A N.-S. RIDGE.
 JO0588'
 JO0588'TO REACH FROM THE MILFORD POST OFFICE, DRIVE W. ALONG STATE
 JO0588'HIGHWAY FOR 36.0 MI (4.0 MI W. OF SADDLE WHERE HWY. GOES OVER THE
 JO0588'CREST OF THE WAH WAH MOUNTAINS) TO A RD. FK. RIGHT.  TURN RIGHT
 JO0588'(N.) 4.3 MI ALONG THE WEST SIDE OF THE WAH WAH MOUNTAINS TO A
 JO0588'GRAVEL WASH WITH A DIM RD. ON THE EAST SIDE.  TURN RIGHT AND
 JO0588'FOLLOW DIM TRACK RD. 3.9 MI, ABOUT 200 FT S. OF TIMBER LINE, PACK
 JO0588'UP DRAIN TO SADDLE, THENCE UP RIDGE TO TOP OF CLIFFS AND STATION
 JO0588'RANCH.  CONTINUE N. ALONG RIDGES FOR ABOUT 1.0 MI AND
 JO0588'STATION MARK.  ABOUT A 2-1/2 HOUR PACK.
 JO0588'
 JO0588'STATION MARK--A STANDARD USGS STATION MARK TABLET STAMPED LAWSON
 JO0588'1971 SET IN SOLID ROCK FLUSH WITH THE GROUND.
 JO0588'
 JO0588'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED LAWSON NO 1 SET IN
 JO0588'SOLID ROCK FLUSH WITH GROUND.
 JO0588'
 JO0588'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED LAWSON NO 2 SET IN
 JO0588'SOLID ROCK FLUSH WITH GROUND.
 JO0588
 JO0588                          STATION RECOVERY (2020)
 JO0588
 JO0588'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (TWG)
 JO0588'TO REACH DIRECTIONS ARE STILL GOOD, BUT AFTER REACHING THE RANCH
 JO0588'STATION THE HIKE TOWARD THE LAWSON STATION IS ON A BEARING OF 029
 JO0588'DEGREES RATHER THAN NORTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0587 ***********************************************************************
 JO0587  DESIGNATION -  LEDGE
 JO0587  PID         -  JO0587
 JO0587  STATE/COUNTY-  UT/MILLARD
 JO0587  COUNTRY     -  US
 JO0587  USGS QUAD   -  PYRAMID KNOLL (2017)
 JO0587
 JO0587                         *CURRENT SURVEY CONTROL
 JO0587  ______________________________________________________________________
 JO0587* NAD 83(1994) POSITION- 38 56 19.66611(N) 113 41 25.67164(W)   ADJUSTED
 JO0587* NAVD 88 ORTHO HEIGHT -  1641.5   (meters)     5385.    (feet) VERTCON3
 JO0587  ______________________________________________________________________
 JO0587  GEOID HEIGHT    -        -20.440 (meters)                     GEOID18
 JO0587  LAPLACE CORR    -          3.33  (seconds)                    DEFLEC18
 JO0587  HORZ ORDER      -  SECOND
 JO0587
 JO0587.The horizontal coordinates were established by classical geodetic methods
 JO0587.and adjusted by the National Geodetic Survey in November 1997.
 JO0587
 JO0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0587
 JO0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0587.GEOID18 height accuracy estimate available here.
 JO0587
 JO0587.Click photographs - Photos may exist for this station.
 JO0587
 JO0587.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0587
 JO0587. The following values were computed from the NAD 83(1994) position.
 JO0587
 JO0587;                    North         East     Units Scale Factor Converg.
 JO0587;SPC UT C     - 2,069,545.055   310,099.747   MT  1.00002013   -1 24 11.4
 JO0587;SPC UT C     - 6,789,832.40  1,017,385.59   sFT  1.00002013   -1 24 11.4
 JO0587;UTM  12      - 4,313,427.167   266,809.216   MT  1.00026964   -1 41 30.1
 JO0587
 JO0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0587!SPC UT C     -   0.99974573  x   1.00002013  =   0.99976586
 JO0587!UTM  12      -   0.99974573  x   1.00026964  =   1.00001530
 JO0587
 JO0587:                Primary Azimuth Mark                     Grid Az
 JO0587:SPC UT C     -  LEDGE AZ MK                              347 34 43.8
 JO0587:UTM  12      -  LEDGE AZ MK                              347 52 02.5
 JO0587
 JO0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ6680913427(NAD 83)
 JO0587
 JO0587|---------------------------------------------------------------------|
 JO0587| PID    Reference Object                     Distance      Geod. Az  |
 JO0587|                                                           dddmmss.s |
 JO0587| CM5046 LEDGE RM 1                            9.730 METERS 25253     |
 JO0587| JO0594 ROCK RESERVOIR                      APPROX.10.1 KM 3120941.0 |
 JO0587| CM5047 LEDGE RM 2                           16.282 METERS 34445     |
 JO0587| CM5045 LEDGE AZ MK                                        3461032.4 |
 JO0587|---------------------------------------------------------------------|
 JO0587
 JO0587                          SUPERSEDED SURVEY CONTROL
 JO0587
 JO0587  NAD 83(1986)-  38 56 19.66194(N)    113 41 25.67152(W) AD(       ) 2
 JO0587  NAD 27      -  38 56 19.83880(N)    113 41 22.75170(W) AD(       ) 2
 JO0587  NGVD 29 (07/19/86) 1640.3    (m)         5382.     (f) VERT ANG       
 JO0587
 JO0587.Superseded values are not recommended for survey control.
 JO0587
 JO0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0587.See file dsdata.pdf to determine how the superseded data were derived.
 JO0587
 JO0587_MARKER: DS = TRIANGULATION STATION DISK
 JO0587_SETTING: 66 = SET IN ROCK OUTCROP
 JO0587_STAMPING: LEDGE 1957
 JO0587_MARK LOGO: CGS
 JO0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0587+STABILITY: POSITION/ELEVATION WELL
 JO0587
 JO0587  HISTORY     - Date     Condition        Report By
 JO0587  HISTORY     - 1957     MONUMENTED       CGS
 JO0587  HISTORY     - 1958     GOOD             USGS
 JO0587
 JO0587                          STATION DESCRIPTION
 JO0587
 JO0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 JO0587'THE STATION IS LOCATED ON THE SOUTH END OF A LOW, ROCKY RIDGE
 JO0587'AND ON THE HIGHEST POINT, ABOUT 20 MILES EAST OF BAKER, NEVADA,
 JO0587'19 MILES EAST OF GARRISON, 1 MILE EAST OF A EARTH DAM, 0.3
 JO0587'MILE SOUTH OF A EAST-WEST GRAVELED ROAD AND 6.6 FEET SOUTH
 JO0587'SOUTHWEST OF A WHITE WITNESS POST.
 JO0587'
 JO0587'TO REACH, FROM GARRISON, GO NORTH, ON STATE HIGHWAY 21, FOR
 JO0587'0.3 MILE TO FORKS.  TAKE RIGHT FORK.  AND GO NORTH 0.9 MILE
 JO0587'TO FORKS.  TAKE RIGHT FORK, AND GO EAST, ON MAIN TRAVELED
 JO0587'ROAD 14.1 MILES TO FORKS.  TAKE RIGHT FORK, AND GO EAST SOUTHEAST,
 JO0587'ON MAIN TRAVELED ROAD 3.6 MILES TO FORKS AND SIGN PROBST.
 JO0587'TAKE LEFT FORK, AS PER SIGN PROBST, AND GO EASTERLY, ON MAIN
 JO0587'TRAVELED ROAD 2.5 MILES TO A SMALL WASH AND THE AZIMUTH MARK.
 JO0587'TURN RIGHT AND GO SOUTH, ACROSS COUNTRY 0.1 MILE TO BASE OF
 JO0587'RIDGE.  THENCE UP SLOPE OF RIDGE AND THEN FOLLOW ALONG TOP
 JO0587'OF RIDGE 0.2 MILE TO THE SOUTH END OF RIDGE AND THE STATION.
 JO0587'
 JO0587'THE STATION MARK IS A STANDARD DISK, STAMPED LEDGE 1957, SET
 JO0587'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT
 JO0587'3 INCHES.
 JO0587'
 JO0587'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED LEDGE NO 1
 JO0587'1957, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECT
 JO0587'ABOUT 3 INCHES AND IS ABOUT 18 INCHES LOWER THAN THE STATION.
 JO0587'
 JO0587'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED LEDGE NO 2
 JO0587'1957, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 JO0587'ABOUT 2 INCHES AND IS ABOUT 12 INCHES HIGHER THAN THE STATION.
 JO0587'
 JO0587'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LEDGE 1957, SET
 JO0587'IN A DRILL HOLE IN A BOULDER 2 FEET IN DIAMETER WHICH PROJECTS
 JO0587'ABOUT 4 INCHES.  IT IS LOCATED 48 FEET NORTH OF THE CENTERLINE
 JO0587'OF THE EAST-WEST GRAVELED ROAD AND 3 FEET SOUTH OF A 3 FOOT CAIRN.
 JO0587'
 JO0587'HEIGHT OF LIGHT ABOVE STATION MARK 1.53 METERS.
 JO0587
 JO0587                          STATION RECOVERY (1958)
 JO0587
 JO0587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JO0587'RECOVERED IN GOOD CONDITION.
 JO0587'
 JO0587'STATION MARK--STANDARD DISK, STAMPED ---LEDGE 1957---, SET IN A DRILL
 JO0587'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 3 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0737 ***********************************************************************
 LO0737  DESIGNATION -  LEDGE
 LO0737  PID         -  LO0737
 LO0737  STATE/COUNTY-  UT/WASATCH
 LO0737  COUNTRY     -  US
 LO0737  USGS QUAD   -  JIMMIES POINT (2017)
 LO0737
 LO0737                         *CURRENT SURVEY CONTROL
 LO0737  ______________________________________________________________________
 LO0737* NAD 83(1994) POSITION- 40 20 03.05095(N) 111 00 39.93388(W)   ADJUSTED
 LO0737* NAVD 88 ORTHO HEIGHT -  2803.6   (meters)     9198.    (feet) VERTCON3
 LO0737  ______________________________________________________________________
 LO0737  GEOID HEIGHT    -        -15.169 (meters)                     GEOID18
 LO0737  LAPLACE CORR    -          3.15  (seconds)                    DEFLEC18
 LO0737  HORZ ORDER      -  FIRST
 LO0737
 LO0737.The horizontal coordinates were established by classical geodetic methods
 LO0737.and adjusted by the National Geodetic Survey in November 1997.
 LO0737
 LO0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0737
 LO0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0737.GEOID18 height accuracy estimate available here.
 LO0737
 LO0737.Click photographs - Photos may exist for this station.
 LO0737
 LO0737.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0737
 LO0737. The following values were computed from the NAD 83(1994) position.
 LO0737
 LO0737;                    North         East     Units Scale Factor Converg.
 LO0737;SPC UT C     - 2,222,248.519   541,542.606   MT  0.99993672   +0 18 47.5
 LO0737;SPC UT C     - 7,290,827.02  1,776,711.03   sFT  0.99993672   +0 18 47.5
 LO0737;UTM  12      - 4,464,849.153   499,057.759   MT  0.99960001   -0 00 25.8
 LO0737
 LO0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0737!SPC UT C     -   0.99956277  x   0.99993672  =   0.99949951
 LO0737!UTM  12      -   0.99956277  x   0.99960001  =   0.99916295
 LO0737
 LO0737:                Primary Azimuth Mark                     Grid Az
 LO0737:SPC UT C     -  LEDGE AZ MK                              011 46 20.2
 LO0737:UTM  12      -  LEDGE AZ MK                              012 05 33.5
 LO0737
 LO0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK9905764849(NAD 83)
 LO0737
 LO0737|---------------------------------------------------------------------|
 LO0737| PID    Reference Object                     Distance      Geod. Az  |
 LO0737|                                                           dddmmss.s |
 LO0737| CM5042 LEDGE AZ MK                                        0120507.7 |
 LO0737| CM5043 LEDGE RM 1                            7.476 METERS 16302     |
 LO0737| CM5044 LEDGE RM 2                            6.128 METERS 33956     |
 LO0737|---------------------------------------------------------------------|
 LO0737
 LO0737                          SUPERSEDED SURVEY CONTROL
 LO0737
 LO0737  NAD 83(1993)-  40 20 03.05050(N)    111 00 39.93254(W) AD(       ) 1
 LO0737  NAD 83(1986)-  40 20 03.03709(N)    111 00 39.92473(W) AD(       ) 1
 LO0737  NAD 27      -  40 20 03.21200(N)    111 00 37.32300(W) AD(       ) 1
 LO0737  NGVD 29 (07/19/86) 2802.1    (m)         9193.     (f) VERT ANG       
 LO0737
 LO0737.Superseded values are not recommended for survey control.
 LO0737
 LO0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0737.See file dsdata.pdf to determine how the superseded data were derived.
 LO0737
 LO0737_MARKER: DS = TRIANGULATION STATION DISK
 LO0737_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0737_STAMPING: LEDGE 1946
 LO0737_MARK LOGO: CGS
 LO0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0737
 LO0737  HISTORY     - Date     Condition        Report By
 LO0737  HISTORY     - 1946     MONUMENTED       CGS
 LO0737
 LO0737                          STATION DESCRIPTION
 LO0737
 LO0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO0737'STATION IS LOCATED ON A HIGH, BARE HILL, TIMBERED ON THE
 LO0737'EASTERN SLOPE AND A SHEER BLUFF ON THE WEST.  LOCALLY KNOWN
 LO0737'AS RED LEDGE BLUFF, IT IS THE HIGH AREA BETWEEN LITTLE RED
 LO0737'CREEK AND RED LEDGE HOLLOW, APPROXIMATELY 34 MILES AIR LINE
 LO0737'NORTHWEST OF DUCHESNE, 24 MILES AIR LINE SOUTHEAST OF HEBER,
 LO0737'AND 11 MILES AIRLINE NORTHEAST OF STRAWBERRY RESERVOIR.  STATION
 LO0737'MARK IS A BRONZE DISK WELDED TO TOP OF A 3-INCH PIPE WHICH
 LO0737'PROJECTS APPROXIMATELY 14 INCHES.  MARK IS 15 FEET EAST OF
 LO0737'EDGE OF BLUFF AND IS STAMPED--LEDGE 1946.
 LO0737'
 LO0737'REFERENCE MARK NO. 1 IS FLUSH WITH GROUND, APPROXIMATELY
 LO0737'3 FEET LOWER THAN STATION MARK, AND STAMPED--LEDGE NO 1 1946.
 LO0737'
 LO0737'REFERENCE MARK NO. 2 IS FLUSH WITH GROUND, APPROXIMATELY 1
 LO0737'FOOT LOWER THAN STATION MARK, 6 FEET EAST OF EDGE OF BLUFF,
 LO0737'AND STAMPED--LEDGE NO 2 1946.
 LO0737'
 LO0737'AZIMUTH MARK IS APPROXIMATELY 25 YARDS NORTH OF CENTER LINE
 LO0737'OF ROAD, FLUSH WITH GROUND, AND STAMPED--LEDGE 1946.
 LO0737'
 LO0737'TO REACH FROM POST OFFICE IN FRUITLAND, GO WEST ON U.S. HIGHWAY
 LO0737'40 FOR 4.2 MILES TO CURRENT CREEK LODGE.  CONTINUE ON HIGHWAY
 LO0737'FOR 0.1 MILE TO ROAD RIGHT.  TURN RIGHT, UP CURRANT CREEK,
 LO0737'AND GO 12.5 MILES, ON MAIN TRAVELED ROAD, TO FORKS.  TAKE LEFT
 LO0737'FORK AND GO 0.7 MILE TO FORK.  TAKE RIGHT FORK AND GO 0.2
 LO0737'MILE TO FORK.  TAKE LEFT FORK AND GO 0.3 MILE TO FORK. TAKE
 LO0737'RIGHT FORK AND GO 0.4 MILE TO SUMMIT OF RIDGE AND END OF
 LO0737'TRUCK TRAVEL.  AZIMUTH MARK IS AT THIS POINT.  FROM HERE
 LO0737'PACK SOUTH, ALONG RIDGE TO HIGHEST POINT AND STATION SITE.
 LO0737'
 LO0737'NOTE--IT IS POSSIBLE TO DRIVE TO STATION IN TRUCKS WITH FOUR
 LO0737'WHEEL DRIVE.  THE DESCRIPTION IS AS FOLLOWS--AT LAST FORK
 LO0737'BEFORE GETTING TO END OF TRUCK TRAVEL, AS MENTIONED ABOVE,
 LO0737'TAKE LEFT FORK AND FOLLOW IT UP HILL AND AROUND EAST SIDE
 LO0737'OF RIDGE TO SOUTH END OF RIDGE.  HERE ROAD TURNS WEST FOR
 LO0737'SHORT DISTANCE, THEN NORTH TO END OF ROAD.  PICK WAY ACROSS
 LO0737'COUNTRY TO TOP OF RIDGE, THEN ALONG RIDGE TO STATION AS
 LO0737'DESCRIBED ABOVE.  A 30 MINUTE PACK OR DRIVE IN FOUR WHEEL
 LO0737'TRUCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0548 ***********************************************************************
 HM0548  DESIGNATION -  LEE
 HM0548  PID         -  HM0548
 HM0548  STATE/COUNTY-  UT/SAN JUAN
 HM0548  COUNTRY     -  US
 HM0548  USGS QUAD   -  THE GOOSENECKS (2017)
 HM0548
 HM0548                         *CURRENT SURVEY CONTROL
 HM0548  ______________________________________________________________________
 HM0548* NAD 83(1994) POSITION- 37 14 47.03497(N) 109 58 38.81518(W)   ADJUSTED
 HM0548* NAVD 88 ORTHO HEIGHT -  1964.9   (meters)     6447.    (feet) VERTCON3
 HM0548  ______________________________________________________________________
 HM0548  GEOID HEIGHT    -        -20.697 (meters)                     GEOID18
 HM0548  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 HM0548  HORZ ORDER      -  FIRST
 HM0548
 HM0548.The horizontal coordinates were established by classical geodetic methods
 HM0548.and adjusted by the National Geodetic Survey in November 1997.
 HM0548
 HM0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0548
 HM0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0548.GEOID18 height accuracy estimate available here.
 HM0548
 HM0548.Click photographs - Photos may exist for this station.
 HM0548
 HM0548.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0548
 HM0548. The following values were computed from the NAD 83(1994) position.
 HM0548
 HM0548;                    North         East     Units Scale Factor Converg.
 HM0548;SPC UT S     - 3,065,440.265   635,079.639   MT  0.99999504   +0 55 58.3
 HM0548;SPC UT S     -10,057,198.60  2,083,590.45   sFT  0.99999504   +0 55 58.3
 HM0548;UTM  12      - 4,122,696.569   590,689.474   MT  0.99970131   +0 37 08.2
 HM0548
 HM0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0548!SPC UT S     -   0.99969499  x   0.99999504  =   0.99969003
 HM0548!UTM  12      -   0.99969499  x   0.99970131  =   0.99939639
 HM0548
 HM0548:                Primary Azimuth Mark                     Grid Az
 HM0548:SPC UT S     -  LEE AZ MK 2                              030 51 38.9
 HM0548:UTM  12      -  LEE AZ MK 2                              031 10 29.0
 HM0548
 HM0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG9068922696(NAD 83)
 HM0548
 HM0548|---------------------------------------------------------------------|
 HM0548| PID    Reference Object                     Distance      Geod. Az  |
 HM0548|                                                           dddmmss.s |
 HM0548| CM7553 LEE RM 1                             13.002 METERS 02622     |
 HM0548| CM7552 LEE AZ MK 2                                        0314737.2 |
 HM0548| CM7551 LEE AZ MK                                          0951607.3 |
 HM0548| CM7554 LEE RM 2                             14.466 METERS 10730     |
 HM0548|---------------------------------------------------------------------|
 HM0548
 HM0548                          SUPERSEDED SURVEY CONTROL
 HM0548
 HM0548  NAD 83(1992)-  37 14 47.03105(N)    109 58 38.81779(W) AD(       ) 1
 HM0548  NAD 83(1986)-  37 14 47.03075(N)    109 58 38.81819(W) AD(       ) 1
 HM0548  NAD 27      -  37 14 47.02900(N)    109 58 36.36600(W) AD(       ) 1
 HM0548  NGVD 29 (07/19/86) 1963.9    (m)         6443.     (f) VERT ANG       
 HM0548
 HM0548.Superseded values are not recommended for survey control.
 HM0548
 HM0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0548.See file dsdata.pdf to determine how the superseded data were derived.
 HM0548
 HM0548_MARKER: DS = TRIANGULATION STATION DISK
 HM0548_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HM0548_STAMPING: LEE 1936
 HM0548_MARK LOGO: CGS
 HM0548_MAGNETIC: P = MARKER IS A STEEL PIPE
 HM0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0548
 HM0548  HISTORY     - Date     Condition        Report By
 HM0548  HISTORY     - 1936     MONUMENTED       CGS
 HM0548  HISTORY     - 1951     GOOD             CGS
 HM0548
 HM0548                          STATION DESCRIPTION
 HM0548
 HM0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HM0548'ABOUT 20 MILES (AIR LINE) SOUTH BY WEST OF BLUFF, 6 MILES
 HM0548'(AIR LINE) NORTHWEST OF GOODRIDGE OR MEXICAN HAT, ON HIGH
 HM0548'MESA 3 MILES NORTH OF SAN JUAN RIVER, BETWEEN JOHNS CANYON
 HM0548'AND LIME CREEK, ON SMALL KNOLL ABOUT 1-1/2 MILES NORTH OF
 HM0548'RIM, IN CLEARED SAGEBRUSH FLAT.  THERE ARE MANY PINON TREES
 HM0548'TO SOUTH AND EAST AT RIM OF MESA, A JUNIPER ON NORTH EDGE
 HM0548'OF STATION KNOLL, AND DEAD-LIMBED TREE ON NORTHEAST SLOPE.
 HM0548'TO REACH FROM BLUFF POST OFFICE, FOLLOW STATE HIGHWAY 47 WEST
 HM0548'21.85 MILES TO SIGN AND PAINTING W-L RANCH.  TURN RIGHT AND
 HM0548'GO 7.4 MILES TO THIS RANCH.  TURN RIGHT AROUND RANCH HOUSE
 HM0548'AND GO 1.0 MILE TO FOOT OF RIM AND SITE OF OLD OIL WELL
 HM0548'(END OF TRUCK TRAVEL).  PACK UP WEST WASH TO RIM (WIRE
 HM0548'CABLE LEADS OVER THIS POINT).  FOLLOW PINON TREES
 HM0548'EASTERLY AROUND BLUFF 100 FEET TO NEXT WASH OVER RIM
 HM0548'(20-FOOT ROPE IS NEEDED FOR HEAVY PACKS AT THIS POINT).
 HM0548'FROM TOP OF RIM GO SOUTHWESTERLY, SKIRTING RIM AND HEADING
 HM0548'SMALL WASHES THROUGH PINON TREES FOR ABOUT 4 OR 5 MILES TO
 HM0548'CLEARING AT WEST EDGE OF PINON TREES.  CONTINUE
 HM0548'WEST-SOUTHWEST ACROSS FLATS ABOUT 1 MILE TO KNOLL WITH LONE PINON
 HM0548'TREE ON NORTH EDGE AND STATION SITE.  WATER AT BLUFF AND AT LEES
 HM0548'RANCH.  MARKED BY STANDARD STATION DISK IN PIPE, PROJECTING 5
 HM0548'INCHES ABOVE GROUND.  REFERENCE MARK IS STANDARD REFERENCE
 HM0548'DISK IN PIPE PROJECTING 4 INCHES, 13.002 METERS
 HM0548'(42.66 FEET) NORTH-NORTHEAST OF STATION.
 HM0548'AZIMUTH MARK IS STANDARD DISK IN PIPE PROJECTING
 HM0548'6 INCHES, 0.5 MILE EAST OF STATION.
 HM0548
 HM0548                          STATION RECOVERY (1951)
 HM0548
 HM0548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 HM0548'THE STATION AND THE REFERENCE MARK WERE RECOVERED AS DESCRIBED
 HM0548'AND FOUND IN GOOD CONDITION.  AN EXTENSIVE SEARCH WAS MADE
 HM0548'FOR THE AZIMUTH MARK BUT IT WAS NOT RECOVERED.  A NEW REFERENCE
 HM0548'MARK AND AZIMUTH MARK WERE ESTABLISHED.  A COMPLETE NEW
 HM0548'DESCRIPTION FOLLOWS.
 HM0548'
 HM0548'THE STATION IS LOCATED ON THE HIGHEST POINT OF LEE MESA.
 HM0548'IT IS AIRLINE ABOUT 6 MILES NORTHWEST OF MEXICAN HAT TRADING
 HM0548'POST, ABOUT 21 MILES SOUTHWEST OF BLUFF, AND ABOUT 3 MILES
 HM0548'NORTH OF THE SAN JUAN RIVER.
 HM0548'
 HM0548'THE STATION IS A STANDARD DISK STAMPED LEE 1936 SET IN CEMENT
 HM0548'IN TOP OF A 4-INCH IRON PIPE WHICH PROJECTS ABOUT 14 INCHES
 HM0548'ABOVE THE GROUND.
 HM0548'
 HM0548'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LEE NO
 HM0548'1 1936 SET IN CEMENT IN TOP OF A 4-INCH IRON PIPE WHICH PROJECTS
 HM0548'ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION
 HM0548'AS THE STATION.
 HM0548'
 HM0548'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LEE
 HM0548'NO 2 1936 1951 SET IN A DRILL HOLE IN A BOULDER WHICH IS
 HM0548'ABOUT FLUSH WITH THE GROUND AND ABOUT THE SAME ELEVATION AS
 HM0548'THE STATION.
 HM0548'
 HM0548'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LEE 2 1936 1951
 HM0548'SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 2
 HM0548'INCHES ABOVE THE GROUND.
 HM0548'
 HM0548'TO REACH THE STATION FROM THE MEXICAN HAT TRADING POST, GO
 HM0548'NORTH AND NORTHEAST TOWARD BLUFF FOR ABOUT 18 MILES TO A SIGN
 HM0548'SNAKE CANYON ON THE RIGHT.  CONTINUE NORTHEASTERLY FOR 1.0
 HM0548'MILE TO THE BOTTOM OF THE CANYON AND A SIGN SNAKE CANYON
 HM0548'ON THE LEFT.  TURN LEFT OFF THE MAIN TRAVELED ROAD ONTO A
 HM0548'GRADED ROAD AND FOLLOW NORTHERLY FOR 9.3 MILES.  TAKE THE LEFT
 HM0548'FORK AND FOLLOW THE MAIN TRAVELED ROAD FOR 15.7 MILES TO A
 HM0548'T-ROAD.  TURN LEFT, SOUTH, AND GO 0.35 MILE.  TAKE THE LEFT
 HM0548'FORK FOR 2.85 MILES TO THE BULLET RANCH ON THE RIGHT, WEST,
 HM0548'SIDE OF THE ROAD.  USE A FOUR-WHEEL DRIVE TRUCK FROM THIS
 HM0548'POINT.  CONTINUE SOUTHERLY FOR 0.1 MILE.  TAKE THE LEFT
 HM0548'FORK FOR 0.7 MILE TO A POLE CORRAL ON THE RIGHT.  CONTINUE
 HM0548'STRAIGHT AHEAD FOR 4.0 MILES TO A DAM ON THE LEFT.  THIS
 HM0548'IS THE END OF THE BLADED ROAD.  CONTINUE IN A
 HM0548'SOUTHWESTERLY DIRECTION ON A TRACK ROAD FOR 4.9 MILES TO THE
 HM0548'TOP OF A SPARSELY TIMBERED KNOLL IN A SAGEBRUSH COVERED
 HM0548'CLEARING.  CONTINUE ON THE FAINT TRACK ROAD THROUGH THE
 HM0548'SAGEBRUSH AND TIMBER, SOUTHWESTERLY, FOR 4.0 MILES TO THE
 HM0548'TOP OF A SMALL SAGEBRUSH COVERED HILL AND THE STATION.
 HM0548'
 HM0548'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHEAST
 HM0548'FOR 0.5 MILE TO A SMALL SAGEBRUSH COVERED KNOLL AND THE AZIMUTH
 HM0548'MARK.
 HM0548'
 HM0548'NOTE--THE MILEAGES GIVEN IN THE DESCRIPTION FROM THE DAM
 HM0548'TO THE STATION MAY BE VERY INACCURATE DUE TO THE SANDY, ROUGH
 HM0548'TERRAIN.  THE TRACK ROAD MAY BE COMPLETELY OBLITERATED IN
 HM0548'A PERIOD OF TIME SO A GUIDE IS RECOMMENDED FOR THIS STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0803 ***********************************************************************
 LO0803  DESIGNATION -  LEHI LDS TEMPLE STEEPLE
 LO0803  PID         -  LO0803
 LO0803  STATE/COUNTY-  UT/UTAH
 LO0803  COUNTRY     -  US
 LO0803  USGS QUAD   -  LEHI (2017)
 LO0803
 LO0803                         *CURRENT SURVEY CONTROL
 LO0803  ______________________________________________________________________
 LO0803* NAD 83(1994) POSITION- 40 23 25.42091(N) 111 50 56.57905(W)   ADJUSTED
 LO0803* NAVD 88 ORTHO HEIGHT -  1419.    (meters)     4656.    (feet) SCALED
 LO0803  ______________________________________________________________________
 LO0803  GEOID HEIGHT    -        -17.280 (meters)                     GEOID18
 LO0803  LAPLACE CORR    -          3.30  (seconds)                    DEFLEC18
 LO0803  HORZ ORDER      -  THIRD
 LO0803
 LO0803.The horizontal coordinates were established by classical geodetic methods
 LO0803.and adjusted by the National Geodetic Survey in November 1997.
 LO0803
 LO0803.The orthometric height was scaled from a topographic map.
 LO0803
 LO0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0803.GEOID18 height accuracy estimate available here.
 LO0803
 LO0803.Click photographs - Photos may exist for this station.
 LO0803
 LO0803.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0803
 LO0803. The following values were computed from the NAD 83(1994) position.
 LO0803
 LO0803;                    North         East     Units Scale Factor Converg.
 LO0803;SPC UT C     - 2,228,434.517   470,365.418   MT  0.99994575   -0 13 24.9
 LO0803;SPC UT C     - 7,311,122.24  1,543,190.54   sFT  0.99994575   -0 13 24.9
 LO0803;UTM  12      - 4,471,434.668   427,939.358   MT  0.99966392   -0 33 00.7
 LO0803
 LO0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0803!SPC UT C     -   0.99978016  x   0.99994575  =   0.99972592
 LO0803!UTM  12      -   0.99978016  x   0.99966392  =   0.99944415
 LO0803
 LO0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2793971434(NAD 83)
 LO0803
 LO0803                          SUPERSEDED SURVEY CONTROL
 LO0803
 LO0803  NAD 83(1993)-  40 23 25.42034(N)    111 50 56.57791(W) AD(       ) 3
 LO0803  NAD 83(1986)-  40 23 25.40920(N)    111 50 56.57357(W) AD(       ) 3
 LO0803  NAD 27      -  40 23 25.58663(N)    111 50 53.82415(W) AD(       ) 3
 LO0803
 LO0803.Superseded values are not recommended for survey control.
 LO0803
 LO0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0803.See file dsdata.pdf to determine how the superseded data were derived.
 LO0803
 LO0803_MARKER: 90 = CHURCH SPIRE
 LO0803
 LO0803  HISTORY     - Date     Condition        Report By
 LO0803  HISTORY     - 1950     FIRST OBSERVED   USGS
 LO0803  HISTORY     - 1950     GOOD             USGS
 LO0803
 LO0803                          STATION DESCRIPTION
 LO0803
 LO0803'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LO0803'STEEPLE ON MORMON TEMPLE IN TOWN OF LEHI.
 LO0803'
 LO0803'LOCATED IN 1915 AND RELOCATED BY INTERSECTION.
 LO0803'
 LO0803'STATION MARK--CENTER OF STEEPLE.
 LO0803'
 LO0803'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0797 ***********************************************************************
 LO0797  DESIGNATION -  LEHI U I SUGAR CO STACK
 LO0797  PID         -  LO0797
 LO0797  STATE/COUNTY-  UT/UTAH
 LO0797  COUNTRY     -  US
 LO0797  USGS QUAD   -  LEHI (2017)
 LO0797
 LO0797                         *CURRENT SURVEY CONTROL
 LO0797  ______________________________________________________________________
 LO0797* NAD 83(1994) POSITION- 40 22 42.07915(N) 111 50 01.33364(W)   ADJUSTED
 LO0797  ______________________________________________________________________
 LO0797  GEOID HEIGHT    -        -17.288 (meters)                     GEOID18
 LO0797  LAPLACE CORR    -          4.47  (seconds)                    DEFLEC18
 LO0797  HORZ ORDER      -  THIRD
 LO0797
 LO0797.The horizontal coordinates were established by classical geodetic methods
 LO0797.and adjusted by the National Geodetic Survey in November 1997.
 LO0797
 LO0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0797.GEOID18 height accuracy estimate available here.
 LO0797
 LO0797.Click photographs - Photos may exist for this station.
 LO0797
 LO0797.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0797
 LO0797. The following values were computed from the NAD 83(1994) position.
 LO0797
 LO0797;                    North         East     Units Scale Factor Converg.
 LO0797;SPC UT C     - 2,227,092.750   471,663.306   MT  0.99994373   -0 12 49.5
 LO0797;SPC UT C     - 7,306,720.13  1,547,448.70   sFT  0.99994373   -0 12 49.5
 LO0797;UTM  12      - 4,470,085.908   429,229.217   MT  0.99966165   -0 32 24.4
 LO0797
 LO0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2922970085(NAD 83)
 LO0797
 LO0797                          SUPERSEDED SURVEY CONTROL
 LO0797
 LO0797  NAD 83(1993)-  40 22 42.07809(N)    111 50 01.33264(W) AD(       ) 3
 LO0797  NAD 83(1986)-  40 22 42.06602(N)    111 50 01.33081(W) AD(       ) 3
 LO0797  NAD 27      -  40 22 42.24287(N)    111 49 58.57944(W) AD(       ) 3
 LO0797
 LO0797.Superseded values are not recommended for survey control.
 LO0797
 LO0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0797.See file dsdata.pdf to determine how the superseded data were derived.
 LO0797
 LO0797_MARKER: 63 = STACK
 LO0797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0797+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2013
 LO0797
 LO0797  HISTORY     - Date     Condition        Report By
 LO0797  HISTORY     - 1963     FIRST OBSERVED   CGS
 LO0797  HISTORY     - 20130909 GOOD             GEOCAC
 LO0797
 LO0797                          STATION DESCRIPTION
 LO0797
 LO0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 LO0797'THE STATION IS THE CENTER OF THE TOP OF A 220 FOOT HIGH CONCRETE
 LO0797'STACK, LOCATED ABOUT 1 MILE SOUTHEAST OF THE CENTER OF TOWN AND
 LO0797'ABOUT 100 YARDS NORTH OF THE RAILROAD TRACKS.
 LO0797
 LO0797                          STATION RECOVERY (2013)
 LO0797
 LO0797'RECOVERY NOTE BY GEOCACHING 2013 (RLS)
 LO0797'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0694 ***********************************************************************
 LN0694  DESIGNATION -  LEIDY PEAK
 LN0694  PID         -  LN0694
 LN0694  STATE/COUNTY-  UT/DAGGETT
 LN0694  COUNTRY     -  US
 LN0694  USGS QUAD   -  LEIDY PEAK (2017)
 LN0694
 LN0694                         *CURRENT SURVEY CONTROL
 LN0694  ______________________________________________________________________
 LN0694* NAD 83(1994) POSITION- 40 46 05.85725(N) 109 50 03.03237(W)   ADJUSTED
 LN0694* NAVD 88 ORTHO HEIGHT -  3667.8   (meters)    12033.    (feet) VERTCON3
 LN0694  ______________________________________________________________________
 LN0694  GEOID HEIGHT    -        -12.782 (meters)                     GEOID18
 LN0694  LAPLACE CORR    -         -7.04  (seconds)                    DEFLEC18
 LN0694  HORZ ORDER      -  THIRD
 LN0694
 LN0694.The horizontal coordinates were established by classical geodetic methods
 LN0694.and adjusted by the National Geodetic Survey in November 1997.
 LN0694
 LN0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0694
 LN0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0694.GEOID18 height accuracy estimate available here.
 LN0694
 LN0694.Click photographs - Photos may exist for this station.
 LN0694
 LN0694.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0694
 LN0694. The following values were computed from the NAD 83(1994) position.
 LN0694
 LN0694;                    North         East     Units Scale Factor Converg.
 LN0694;SPC UT N     - 1,049,649.916   640,634.376   MT  0.99999207   +1 05 54.1
 LN0694;SPC UT N     - 3,443,726.43  2,101,814.62   sFT  0.99999207   +1 05 54.1
 LN0694;UTM  12      - 4,513,689.688   598,391.181   MT  0.99971915   +0 45 40.8
 LN0694
 LN0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0694!SPC UT N     -   0.99942698  x   0.99999207  =   0.99941906
 LN0694!UTM  12      -   0.99942698  x   0.99971915  =   0.99914630
 LN0694
 LN0694:                Primary Azimuth Mark                     Grid Az
 LN0694:SPC UT N     -  MARSH PEAK                               174 41 38.1
 LN0694:UTM  12      -  MARSH PEAK                               175 01 51.4
 LN0694
 LN0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL9839113689(NAD 83)
 LN0694
 LN0694|---------------------------------------------------------------------|
 LN0694| PID    Reference Object                     Distance      Geod. Az  |
 LN0694|                                                           dddmmss.s |
 LN0694| LN0686 MARSH PEAK                          APPROX. 6.4 KM 1754732.2 |
 LN0694|---------------------------------------------------------------------|
 LN0694
 LN0694                          SUPERSEDED SURVEY CONTROL
 LN0694
 LN0694  NAD 83(1993)-  40 46 05.85706(N)    109 50 03.03248(W) AD(       ) 3
 LN0694  NAD 83(1986)-  40 46 05.83746(N)    109 50 03.02098(W) AD(       ) 3
 LN0694  NAD 27      -  40 46 05.99808(N)    109 50 00.47197(W) AD(       ) 3
 LN0694  NGVD 29 (07/19/86) 3666.1    (m)        12028.     (f) VERT ANG       
 LN0694
 LN0694.Superseded values are not recommended for survey control.
 LN0694
 LN0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0694.See file dsdata.pdf to determine how the superseded data were derived.
 LN0694
 LN0694_MARKER: DB = BENCH MARK DISK
 LN0694_SETTING: 66 = SET IN ROCK OUTCROP
 LN0694_MARK LOGO: USGS
 LN0694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0694+STABILITY: POSITION/ELEVATION WELL
 LN0694
 LN0694  HISTORY     - Date     Condition        Report By
 LN0694  HISTORY     - 1897     MONUMENTED       USGS
 LN0694
 LN0694                          STATION DESCRIPTION
 LN0694
 LN0694'DESCRIBED BY US GEOLOGICAL SURVEY 1897
 LN0694'LOCATED ABOUT 17.3 MI. AIR SW. OF MANILA, ABOUT 11.0 MI. W. OF TROUT
 LN0694'CREEK RANGER STATION, ON A BROAD, BARREN MOUNTAIN KNOWN LOCALLY AS
 LN0694'LEIDY PEAK, ABOUT 52 FT. N. OF A LARGE CAIRN NEAR THE HIGHEST POINT OF
 LN0694'THE MOUNTAIN.
 LN0694'
 LN0694'REACHED BY HELICOPTER.
 LN0694'
 LN0694'STATION MARK - OLD USGS ALUMINUM TABLET IN LARGE FLAT ROCK.
 LN0694'
 LN0694'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET  STAMPED ---LEIDY
 LN0694'PK NO.1 1961---SET IN LARGE FLAT ROCK.
 LN0694'
 LN0694'REFERENCE MARK NO.2 - A CHISELED CROSS IN BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0653 ***********************************************************************
 LN0653  DESIGNATION -  LELAND
 LN0653  PID         -  LN0653
 LN0653  STATE/COUNTY-  UT/UINTAH
 LN0653  COUNTRY     -  US
 LN0653  USGS QUAD   -  WINDY RIDGE (2017)
 LN0653
 LN0653                         *CURRENT SURVEY CONTROL
 LN0653  ______________________________________________________________________
 LN0653* NAD 83(1994) POSITION- 40 08 28.65756(N) 109 54 31.30794(W)   ADJUSTED
 LN0653* NAVD 88 ORTHO HEIGHT -  1643.5   (meters)     5392.    (feet) VERTCON3
 LN0653  ______________________________________________________________________
 LN0653  GEOID HEIGHT    -        -18.055 (meters)                     GEOID18
 LN0653  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC18
 LN0653  HORZ ORDER      -  FIRST
 LN0653
 LN0653.The horizontal coordinates were established by classical geodetic methods
 LN0653.and adjusted by the National Geodetic Survey in November 1997.
 LN0653
 LN0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0653
 LN0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0653.GEOID18 height accuracy estimate available here.
 LN0653
 LN0653.Click photographs - Photos may exist for this station.
 LN0653
 LN0653.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0653
 LN0653. The following values were computed from the NAD 83(1994) position.
 LN0653
 LN0653;                    North         East     Units Scale Factor Converg.
 LN0653;SPC UT C     - 2,201,924.747   635,588.097   MT  0.99991308   +1 01 09.7
 LN0653;SPC UT C     - 7,224,148.11  2,085,258.61   sFT  0.99991308   +1 01 09.7
 LN0653;UTM  12      - 4,444,010.415   592,962.004   MT  0.99970638   +0 42 12.9
 LN0653
 LN0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0653!SPC UT C     -   0.99974507  x   0.99991308  =   0.99965817
 LN0653!UTM  12      -   0.99974507  x   0.99970638  =   0.99945153
 LN0653
 LN0653:                Primary Azimuth Mark                     Grid Az
 LN0653:SPC UT C     -  LELAND AZ MK                             094 49 03.9
 LN0653:UTM  12      -  LELAND AZ MK                             095 08 00.7
 LN0653
 LN0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK9296244010(NAD 83)
 LN0653
 LN0653|---------------------------------------------------------------------|
 LN0653| PID    Reference Object                     Distance      Geod. Az  |
 LN0653|                                                           dddmmss.s |
 LN0653| CP5679 LELAND RM 1                          14.320 METERS 01441     |
 LN0653| CP5678 LELAND AZ MK                                       0955013.6 |
 LN0653| CP5680 LELAND RM 2                          15.530 METERS 09658     |
 LN0653|---------------------------------------------------------------------|
 LN0653
 LN0653                          SUPERSEDED SURVEY CONTROL
 LN0653
 LN0653  NAD 83(1993)-  40 08 28.65423(N)    109 54 31.30822(W) AD(       ) 1
 LN0653  NAD 83(1986)-  40 08 28.63579(N)    109 54 31.29843(W) AD(       ) 1
 LN0653  NAD 27      -  40 08 28.77100(N)    109 54 28.77600(W) AD(       ) 1
 LN0653  NGVD 29 (07/19/86) 1642.3    (m)         5388.     (f) VERT ANG       
 LN0653
 LN0653.Superseded values are not recommended for survey control.
 LN0653
 LN0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0653.See file dsdata.pdf to determine how the superseded data were derived.
 LN0653
 LN0653_MARKER: DS = TRIANGULATION STATION DISK
 LN0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0653_STAMPING: LELAND 1946
 LN0653_MARK LOGO: CGS
 LN0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0653+STABILITY: SURFACE MOTION
 LN0653
 LN0653  HISTORY     - Date     Condition        Report By
 LN0653  HISTORY     - 1946     MONUMENTED       CGS
 LN0653  HISTORY     - 1964     GOOD             USGS
 LN0653  HISTORY     - 1980     GOOD             AME
 LN0653
 LN0653                          STATION DESCRIPTION
 LN0653
 LN0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0653'THE STATION IS LOCATED ABOUT 9.0 MILES AIRLINE SOUTHEAST OF
 LN0653'MYTON AND ABOUT 11.5 MILES AIRLINE SOUTHEAST OF ROOSEVELT, ON
 LN0653'THE WEST EDGE OF WHAT IS KNOWN AS LELAND BENCH.  THE STATION
 LN0653'MARK IS A BRONZE DISK, PROJECTS 4 INCHES, SET 20 FEET NORTH
 LN0653'OF THE SOUTH BRIM OF BENCH.  IT IS STAMPED, LELAND 1946.
 LN0653'
 LN0653'REFERENCE MARK NO. 1 IS A BRONZE DISK SET FLUSH AT SAME ELEVATION
 LN0653'AS STATION MARK.  IT IS STAMPED, LELAND NO 1 1946.
 LN0653'
 LN0653'REFERENCE MARK NO. 2 IS A BRONZE DISK SET FLUSH AT SAME
 LN0653'ELEVATION AS STATION MARK.  IT IS STAMPED, LELAND NO 2 1946.
 LN0653'
 LN0653'THE AZIMUTH MARK IS A BRONZE DISK SET FLUSH ON TOP OF BENCH
 LN0653'ACROSS A DEEP CHASM FROM STATION MARK, 0.1 MILE SOUTH OF A
 LN0653'GATE AND 12 INCHES SOUTH OF A 2 X 4 INCH POST.  IT IS STAMPED,
 LN0653'LELAND 1946.
 LN0653'
 LN0653'TO REACH THE STATION FROM THE CROSSROAD AT FORT DUCHESNE.  GO
 LN0653'SOUTH ON STATE HIGHWAY 88 4.0 MILES TO A CROSSROAD.  CONTINUE
 LN0653'SOUTH 1.8 MILES TO BRIDGE OVER THE DUCHESNE RIVER.  CONTINUE
 LN0653'SOUTH 0.25 MILE TO A ROAD LEFT.  TURN LEFT, GO 0.6 MILE TO A
 LN0653'ROAD RIGHT AT TOP OF SMALL RISE.  TURN RIGHT UP STEEP GRADE, GO
 LN0653'0.25 MILE TO A Y.  CONTINUE TO RIGHT, GO 3.4 MILES ON MAIN TRAVELED
 LN0653'ROAD TO A DIM CROSSROAD.  TURN RIGHT, GO WEST 0.9 MILE TO A
 LN0653'CROSSROAD.  TURN LEFT, FOLLOW MAIN TRAVELED ROAD 1.2 MILE TO
 LN0653'A FENCE CORNER.  CONTINUE TO RIGHT ON ROAD 0.15 MILE TO A
 LN0653'GATE.  THE AZIMUTH MARK IS 0.1 MILE SOUTH OF THIS POINT ON
 LN0653'TOP OF BENCH.  PASS THROUGH GATE, GO 0.1 MILE TO A FORK.
 LN0653'TURN LEFT, GO 0.35 MILE.  TURN LEFT, GO SOUTH 0.1 MILE TO EDGE
 LN0653'OF BENCH AND STATION.  A DRIVE STATION.
 LN0653
 LN0653                          STATION RECOVERY (1964)
 LN0653
 LN0653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LN0653'RECOVERED.
 LN0653'
 LN0653'STATION MARK--BRONZE DISK, STAMPED ---LELAND 1946---, PROJECTING
 LN0653'4 IN., SET 20 FT. N. OF THE S. BRIM OF BENCH.
 LN0653
 LN0653                          STATION RECOVERY (1980)
 LN0653
 LN0653'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 1980 (RSH)
 LN0653'LELAND 1946 RECOVERED GOOD.
 LN0653'
 LN0653'AZ. MK. LELAND 1946 RECOVERED GOOD.
 LN0653'
 LN0653'DISTANCE AND DIRECTION FROM NEAREST TOWN--11.5 MILES S.E. ROOSEVELT
 LN0653'4.0 MILES S.E. MITON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0775 ***********************************************************************
 MS0775  DESIGNATION -  LEMAY
 MS0775  PID         -  MS0775
 MS0775  STATE/COUNTY-  UT/BOX ELDER
 MS0775  COUNTRY     -  US
 MS0775  USGS QUAD   -  TERRACE MOUNTAIN WEST (2017)
 MS0775
 MS0775                         *CURRENT SURVEY CONTROL
 MS0775  ______________________________________________________________________
 MS0775* NAD 83(1994) POSITION- 41 26 05.85760(N) 113 32 27.05581(W)   ADJUSTED
 MS0775* NAVD 88 ORTHO HEIGHT -  1325.8   (meters)     4350.    (feet) VERTCON3
 MS0775  ______________________________________________________________________
 MS0775  GEOID HEIGHT    -        -16.553 (meters)                     GEOID18
 MS0775  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 MS0775  HORZ ORDER      -  FIRST
 MS0775
 MS0775.The horizontal coordinates were established by classical geodetic methods
 MS0775.and adjusted by the National Geodetic Survey in November 1997.
 MS0775
 MS0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0775
 MS0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0775.GEOID18 height accuracy estimate available here.
 MS0775
 MS0775.Click photographs - Photos may exist for this station.
 MS0775
 MS0775.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0775
 MS0775. The following values were computed from the NAD 83(1994) position.
 MS0775
 MS0775;                    North         East     Units Scale Factor Converg.
 MS0775;SPC UT N     - 1,124,339.482   329,448.723   MT  0.99996200   -1 20 44.3
 MS0775;SPC UT N     - 3,688,770.45  1,080,866.35   sFT  0.99996200   -1 20 44.3
 MS0775;UTM  12      - 4,590,159.708   287,712.913   MT  1.00015464   -1 40 55.5
 MS0775
 MS0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0775!SPC UT N     -   0.99979468  x   0.99996200  =   0.99975669
 MS0775!UTM  12      -   0.99979468  x   1.00015464  =   0.99994929
 MS0775
 MS0775:                Primary Azimuth Mark                     Grid Az
 MS0775:SPC UT N     -  LEMAY AZ MK                              305 21 16.0
 MS0775:UTM  12      -  LEMAY AZ MK                              305 41 27.2
 MS0775
 MS0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL8771290159(NAD 83)
 MS0775
 MS0775|---------------------------------------------------------------------|
 MS0775| PID    Reference Object                     Distance      Geod. Az  |
 MS0775|                                                           dddmmss.s |
 MS0775| CM5049 LEMAY RM 1                            3.655 METERS 01841     |
 MS0775| CM5050 LEMAY RM 2                            4.555 METERS 17921     |
 MS0775| CM5048 LEMAY AZ MK                                        3040031.7 |
 MS0775|---------------------------------------------------------------------|
 MS0775
 MS0775                          SUPERSEDED SURVEY CONTROL
 MS0775
 MS0775  NAD 83(1986)-  41 26 05.85009(N)    113 32 27.04613(W) AD(       ) 1
 MS0775  NAD 27      -  41 26 06.12165(N)    113 32 24.04411(W) AD(       ) 1
 MS0775  NGVD 29 (07/19/86) 1324.8    (m)         4346.     (f) VERT ANG       
 MS0775
 MS0775.Superseded values are not recommended for survey control.
 MS0775
 MS0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0775.See file dsdata.pdf to determine how the superseded data were derived.
 MS0775
 MS0775_MARKER: DS = TRIANGULATION STATION DISK
 MS0775_SETTING: 66 = SET IN ROCK OUTCROP
 MS0775_STAMPING: LEMAY 1940
 MS0775_MARK LOGO: CGS
 MS0775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0775+STABILITY: POSITION/ELEVATION WELL
 MS0775
 MS0775  HISTORY     - Date     Condition        Report By
 MS0775  HISTORY     - 1940     MONUMENTED       CGS
 MS0775  HISTORY     - 1958     GOOD             CGS
 MS0775  HISTORY     - 1968     GOOD             USGS
 MS0775
 MS0775                          STATION DESCRIPTION
 MS0775
 MS0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MS0775'STATION IS LOCATED ABOUT 20 MILES NE OF LUCIN AND 9 MILES N OF
 MS0775'LEMAY, AND ABOUT 0.25 MILE W OF THE LEMAY-WATERCRESS PIPE
 MS0775'LINE.  THIS PIPE LINE RUNS IN STRAIGHT LINE ACROSS THE FLATS FROM
 MS0775'THE WATERCRESS TANK TO THE LEMAY TANK.  THE STATION IS ON A
 MS0775'LOW, ROCKY HILL, THE ONLY HILL ON THE W SIDE OF THE PIPE LINE IN
 MS0775'THIS VICINITY.
 MS0775'
 MS0775'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 MS0775'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 MS0775'
 MS0775'STATION AND REFERENCE MARKS ARE ON HIGHEST POINT OF A LEDGE
 MS0775'ROCK.
 MS0775'
 MS0775'AZIMUTH MARK IS 0.3 MILE NW BY W ON HIGHEST POINT OF ANOTHER
 MS0775'ROCKY LEDGE, WHICH IS AN EXTENSION OF THE STATION RIDGE, SMALL
 MS0775'CAIRN BY MARK.
 MS0775'
 MS0775'TO REACH STATION FROM LUCIN RAILROAD STATION, GO W ALONG THE
 MS0775'S SIDE OF THE TRACK FOR 0.45 MILE TO CROSSING.  CROSS TRACK
 MS0775'AND FOLLOW MAIN ROAD (PARK VALLEY ROAD) 5.55 MILES TO FORK
 MS0775'AND SIGN PARK VALLEY 49, TURN RIGHT ON GRAVEL ROAD 16.2 MILES TO
 MS0775'FORK AND SIGN, CRESS.  TURN RIGHT ON TRACK ROAD 2.8 MILES TO
 MS0775'WATERCRESS TANK.  STATION LIES 153 DEG MAGNETIC FROM THIS TANK.
 MS0775'CROSS TRACK AND FOLLOW OLD TRACK ROAD ALONG PIPE LINE, STRAIGHT
 MS0775'TOWARD THE LEMAY TANK FOR ABOUT 4.0 MILES.  THENCE RIGHT,
 MS0775'CROSS COUNTRY, ABOUT 0.25 MILE TO ROCKY LEDGE AND STATION.
 MS0775'
 MS0775'A 4-FOOT STAND WAS USED.
 MS0775
 MS0775                          STATION RECOVERY (1958)
 MS0775
 MS0775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MS0775'ALL MARKS RECOVERED IN GOOD CONDITION.  DISTANCES AND ANGLES
 MS0775'TO REFERENCE MARKS CHECKED AND VERIFIED.  DESCRIPTION ADEQUATE
 MS0775'AND CORRECT EXCEPT FOR THE FOLLOWING.  SIGN CRESS, WATERCRESS
 MS0775'TANK AND RAILROAD NO LONGER EXIST.  A 4-WHEEL DRIVE VEHICLE
 MS0775'SHOULD BE USED FROM THE ABANDONED RAILROAD CROSSING AND
 MS0775'DISMANTLED WATER TANK TO THE STATION.
 MS0775
 MS0775                          STATION RECOVERY (1968)
 MS0775
 MS0775'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JAB)
 MS0775'ALL MARKS FOUND IN GOOD CONDITION.
 MS0775'
 MS0775'A NEW TO REACH AS FOLLOWS--
 MS0775'
 MS0775'TO REACH FROM THE HOTEL IN PARK VALLEY GO W. AND S. ON UTAH
 MS0775'30 FOR 31.3 MI. TO A T-RD. AND SIGN WATERCRESS.  TURN LEFT
 MS0775'OFF HIGHWAY AND GO 3.0 MI. TO TOWN SITE OF WATERCRESS AND OLD
 MS0775'RR. GRADE.  TURN LEFT ON TO RR. GRADE AND PASS THRU CATTLEGUARD
 MS0775'AND THEN TURN RIGHT AND HEAD S. FOR 3.9 MI. TO DIM TRACKS
 MS0775'ON RIGHT.  TURN RIGHT AND GO 0.2 MI. TO STATION ON SMALL HILL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0648 ***********************************************************************
 LN0648  DESIGNATION -  LEOTA
 LN0648  PID         -  LN0648
 LN0648  STATE/COUNTY-  UT/UINTAH
 LN0648  COUNTRY     -  US
 LN0648  USGS QUAD   -  BRENNAN BASIN (2017)
 LN0648
 LN0648                         *CURRENT SURVEY CONTROL
 LN0648  ______________________________________________________________________
 LN0648* NAD 83(1994) POSITION- 40 10 35.59372(N) 109 36 25.14778(W)   ADJUSTED
 LN0648* NAVD 88 ORTHO HEIGHT -  1547.1   (meters)     5076.    (feet) VERTCON3
 LN0648  ______________________________________________________________________
 LN0648  GEOID HEIGHT    -        -18.034 (meters)                     GEOID18
 LN0648  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 LN0648  HORZ ORDER      -  FIRST
 LN0648
 LN0648.The horizontal coordinates were established by classical geodetic methods
 LN0648.and adjusted by the National Geodetic Survey in November 1997.
 LN0648
 LN0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0648
 LN0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0648.GEOID18 height accuracy estimate available here.
 LN0648
 LN0648.Click photographs - Photos may exist for this station.
 LN0648
 LN0648.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0648
 LN0648. The following values were computed from the NAD 83(1994) position.
 LN0648
 LN0648;                    North         East     Units Scale Factor Converg.
 LN0648;SPC UT C     - 2,206,339.448   661,209.222   MT  0.99991655   +1 12 45.4
 LN0648;SPC UT C     - 7,238,632.01  2,169,317.26   sFT  0.99991655   +1 12 45.4
 LN0648;UTM  12      - 4,448,283.517   618,602.477   MT  0.99977316   +0 53 55.7
 LN0648
 LN0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0648!SPC UT C     -   0.99976018  x   0.99991655  =   0.99967675
 LN0648!UTM  12      -   0.99976018  x   0.99977316  =   0.99953339
 LN0648
 LN0648:                Primary Azimuth Mark                     Grid Az
 LN0648:SPC UT C     -  LEOTA AZ MK                              299 24 01.9
 LN0648:UTM  12      -  LEOTA AZ MK                              299 42 51.6
 LN0648
 LN0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK1860248283(NAD 83)
 LN0648
 LN0648|---------------------------------------------------------------------|
 LN0648| PID    Reference Object                     Distance      Geod. Az  |
 LN0648|                                                           dddmmss.s |
 LN0648| CP5686 LEOTA RM 2                           22.723 METERS 08904     |
 LN0648| CP5684 LEOTA AZ MK                                        3003647.3 |
 LN0648| CP5685 LEOTA RM 1                           26.426 METERS 35839     |
 LN0648|---------------------------------------------------------------------|
 LN0648
 LN0648                          SUPERSEDED SURVEY CONTROL
 LN0648
 LN0648  NAD 83(1993)-  40 10 35.59106(N)    109 36 25.14317(W) AD(       ) 1
 LN0648  NAD 83(1986)-  40 10 35.57057(N)    109 36 25.13669(W) AD(       ) 1
 LN0648  NAD 27      -  40 10 35.69800(N)    109 36 22.64100(W) AD(       ) 1
 LN0648  NGVD 29 (07/31/96) 1546.0    (m)         5072.     (f) VERT ANG       
 LN0648
 LN0648.Superseded values are not recommended for survey control.
 LN0648
 LN0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0648.See file dsdata.pdf to determine how the superseded data were derived.
 LN0648
 LN0648_MARKER: DS = TRIANGULATION STATION DISK
 LN0648_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 LN0648_STAMPING: LEOTA 1936
 LN0648_MARK LOGO: CGS
 LN0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0648+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2008
 LN0648
 LN0648  HISTORY     - Date     Condition        Report By
 LN0648  HISTORY     - 1936     MONUMENTED       CGS
 LN0648  HISTORY     - 1937     GOOD             CGS
 LN0648  HISTORY     - 1963     GOOD             USGS
 LN0648  HISTORY     - 20081006 GOOD             WAPA
 LN0648
 LN0648                          STATION DESCRIPTION
 LN0648
 LN0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 LN0648'ABOUT 6.5 MILES NORTH AND 4 MILES EAST OF OURAY, IN SEC. 25,
 LN0648'T. 7 S., R. 20 E., ON HIGH BLUFF (GREEN RIVER FLOWS ON EAST
 LN0648'AND NORTHEAST SIDES OF BLUFF) WHICH SLOPES TO WEST AND NORTHWEST
 LN0648'AND BREAKS ABRUPTLY TO SOUTH, EAST, AND NORTH.  STATION IS 50
 LN0648'YARDS NORTH OF SOUTH EDGE AND 75 YARDS SOUTH OF NORTH EDGE
 LN0648'OF BLUFF.  TO REACH FROM SOUTHWEST CORNER OF FORT DUCHESNE, GO
 LN0648'EAST 0.3 MILE ON OILED ROAD.  TAKE RIGHT FORK (SOUTHEAST) ON
 LN0648'GRADED DIRT ROAD 0.2 MILE TO TWO BRIDGES OVER UINTA RIVER.
 LN0648'CROSS BRIDGES AND CONTINUE ON 0.1 MILE.  TAKE RIGHT FORK AND
 LN0648'FOLLOW MAIN GRADED ROAD SOUTH AND SOUTHEAST 5.2 MILES TO
 LN0648'SIDE ROAD ON WEST AND CHURCH AT CORNER.  CONTINUE STRAIGHT
 LN0648'AHEAD ON MAIN ROAD 1.15 MILES.  TAKE LEFT FORK AND GO EAST
 LN0648'2.25 MILES.  THENCE RIGHT (SOUTH) 0.25 MILE.  THENCE
 LN0648'LEFT (EAST) 2.2 MILES.  THENCE RIGHT (SOUTH) 0.5 MILE.
 LN0648'THENCE LEFT (EAST) 0.75 MILE.  TURN RIGHT (SOUTH) AND TAKE
 LN0648'LEFT FORK ON BLADED ROAD SOUTHEAST 1.05 MILES TO
 LN0648'CROSSROADS.  CONTINUE SOUTHEAST 1.1 MILES TO ANOTHER
 LN0648'CROSSROADS.  TURN LEFT (EAST) ON GRADED ROAD AND GO 1.65
 LN0648'MILES.  TAKE RIGHT FORK AND FOLLOW UNIMPROVED ROAD 1.4 MILES
 LN0648'TO FORK.  TURN LEFT (SOUTHEAST) 0.1 MILE TO TOP OF RIDGE AND
 LN0648'POINT WHERE MAIN ROAD BEGINS TO DESCEND.  LEAVE MAIN ROAD
 LN0648'AND TAKE DIM ROAD NORTHEAST AND EAST ALONG TOP OF RIDGE
 LN0648'FOR 0.5 MILE TO SADDLE.  GO EAST UP SADDLE TO TOP OF
 LN0648'BENCH, AND ACROSS BENCH 0.1 MILE TO STATION.  MARKED BY STANDARD
 LN0648'STATION DISK IN PIPE PROJECTING 3 INCHES ABOVE GROUND.
 LN0648'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 LN0648'PIPES.  NO. 1 PROJECTS 2 INCHES, AND IS 26.426 METERS
 LN0648'(86.70 FEET) NORTH OF STATION N 01 DEG 21 MIN W.  NO.
 LN0648'2 PROJECTS 6 INCHES, AND IS 22.723 METERS (74.55 FEET) EAST
 LN0648'OF STATION N 89 DEG 04 MIN E.  DISTANCE BETWEEN
 LN0648'REFERENCE MARKS IS 114.75 FEET.  AZIMUTH MARK PROJECTS 6 INCHES,
 LN0648'IS 90 FEET WEST-NORTHWEST OF FORKS IN ROAD, 35 FEET NORTH
 LN0648'OF CENTER LINE OF ROAD, AND 2.0 MILES WEST-NORTHWEST OF
 LN0648'STATION N 59 DEG 23 MIN W.
 LN0648
 LN0648                          STATION RECOVERY (1937)
 LN0648
 LN0648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LN0648'STATION IS LOCATED ABOUT 6.5 MILES N AND 4.0 MILES E OF OURAY.
 LN0648'IT IS ON A HIGH BLUFF THAT SLOPES TO THE W AND NW AND BREAKS
 LN0648'ABRUPTLY TO THE S, E, AND N.  THE GREEN RIVER FLOWS ON THE E AND
 LN0648'NE SIDES OF THE BLUFF.  STATION IS 50 YARDS N OF THE S EDGE OF
 LN0648'THE BLUFF AND 75 YARDS S OF N EDGE.
 LN0648'
 LN0648'STATION MARK AND REFERENCE MARKS ARE PIPE MARKS, RECOVERED
 LN0648'IN GOOD CONDITION.
 LN0648'
 LN0648'AZIMUTH MARK IS 2 MILES WNW OF STATION (TRUCK TRAVEL).  IT
 LN0648'IS 35 FEET N OF CENTER LINE OF ROAD AND 90 FEET WNW OF FORKS IN
 LN0648'ROAD.
 LN0648'
 LN0648'NO LIGHTS WERE SHOWN FROM STATION AND IT WAS NOT OCCUPIED
 LN0648'IN 1937.
 LN0648'
 LN0648'STAND WAS STILL STANDING BUT IN NEED OF REPAIR.  FLAG WAS ERECTED
 LN0648'OVER STATION.
 LN0648
 LN0648                          STATION RECOVERY (1963)
 LN0648
 LN0648'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LN0648'NEW TO REACH DESCRIPTION FOLLOWS--TO REACH STATION FROM POST
 LN0648'OFFICE AND GENERAL STORE IN RANDLETT, DRIVE E. ON STATE HIGHWAY
 LN0648'88 FOR 6.8 MI. TO INTERSECTION OF STATE HIGHWAYS 88 AND 209.
 LN0648'CONTINUE ON STATE HIGHWAY 88 FOR 5.4 MI. TO PIPELINE RD. GOING
 LN0648'E. AT VERN HUFF AND AUS. WARDLE FARMS.  TURN LEFT (E) AND FOLLOW
 LN0648'PIPELINE RD. FOR 1.3 MI. TO X-RD. AT EDGE OF BLUFF.  TURN LEFT
 LN0648'AND FOLLOW MAIN TRAVELED TRACK RD. ALONG EDGE OF BLUFF FOR 3.1
 LN0648'MI. TO PROMINENT SADDLE.  CONTINUE ON RD. UP STEEP GRADE FOR
 LN0648'0.1 MI. TO STATION.
 LN0648
 LN0648                          STATION RECOVERY (2008)
 LN0648
 LN0648'RECOVERY NOTE BY DOE WESTERN AREA POWER ADMIN 2008 (CJD)
 LN0648'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0438 ***********************************************************************
 KN0438  DESIGNATION -  LEVAN
 KN0438  PID         -  KN0438
 KN0438  STATE/COUNTY-  UT/JUAB
 KN0438  COUNTRY     -  US
 KN0438  USGS QUAD   -  LEVAN (2017)
 KN0438
 KN0438                         *CURRENT SURVEY CONTROL
 KN0438  ______________________________________________________________________
 KN0438* NAD 83(1994) POSITION- 39 31 06.66121(N) 111 48 42.44592(W)   ADJUSTED
 KN0438* NAVD 88 ORTHO HEIGHT -  2547.4   (meters)     8358.    (feet) VERTCON3
 KN0438  ______________________________________________________________________
 KN0438  GEOID HEIGHT    -        -17.509 (meters)                     GEOID18
 KN0438  LAPLACE CORR    -          7.69  (seconds)                    DEFLEC18
 KN0438  HORZ ORDER      -  FIRST
 KN0438
 KN0438.The horizontal coordinates were established by classical geodetic methods
 KN0438.and adjusted by the National Geodetic Survey in November 1997.
 KN0438
 KN0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0438
 KN0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0438.GEOID18 height accuracy estimate available here.
 KN0438
 KN0438.Click photographs - Photos may exist for this station.
 KN0438
 KN0438.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0438
 KN0438. The following values were computed from the NAD 83(1994) position.
 KN0438
 KN0438;                    North         East     Units Scale Factor Converg.
 KN0438;SPC UT C     - 2,131,624.212   473,191.308   MT  0.99991399   -0 11 59.0
 KN0438;SPC UT C     - 6,993,503.77  1,552,461.82   sFT  0.99991399   -0 11 59.0
 KN0438;UTM  12      - 4,374,634.106   430,221.125   MT  0.99965995   -0 30 59.7
 KN0438
 KN0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0438!SPC UT C     -   0.99960325  x   0.99991399  =   0.99951728
 KN0438!UTM  12      -   0.99960325  x   0.99965995  =   0.99926334
 KN0438
 KN0438:                Primary Azimuth Mark                     Grid Az
 KN0438:SPC UT C     -  LEVAN AZ MK                              322 41 34.4
 KN0438:UTM  12      -  LEVAN AZ MK                              323 00 35.1
 KN0438
 KN0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ3022174634(NAD 83)
 KN0438
 KN0438|---------------------------------------------------------------------|
 KN0438| PID    Reference Object                     Distance      Geod. Az  |
 KN0438|                                                           dddmmss.s |
 KN0438| CM5052 LEVAN RM 1                            5.887 METERS 05646     |
 KN0438| CM5053 LEVAN RM 2                            5.516 METERS 31357     |
 KN0438| CM5051 LEVAN AZ MK                                        3222935.4 |
 KN0438| KN0440 SHARP CONCRETE GRAIN ELEV           APPROX.13.3 KM 3293949.0 |
 KN0438|---------------------------------------------------------------------|
 KN0438
 KN0438                          SUPERSEDED SURVEY CONTROL
 KN0438
 KN0438  NAD 83(1993)-  39 31 06.65097(N)    111 48 42.44051(W) AD(       ) 1
 KN0438  NAD 83(1986)-  39 31 06.64954(N)    111 48 42.43980(W) AD(       ) 1
 KN0438  NAD 27      -  39 31 06.81100(N)    111 48 39.68900(W) AD(       ) 1
 KN0438  USCA        -  39 31 01.41000(N)    111 48 45.57000(W) AD(       ) 3
 KN0438  USSD        -  39 31 07.57600(N)    111 48 40.40300(W) AD(       ) 3
 KN0438  NGVD 29 (07/19/86) 2546.1    (m)         8353.     (f) VERT ANG       
 KN0438
 KN0438.Superseded values are not recommended for survey control.
 KN0438
 KN0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0438.See file dsdata.pdf to determine how the superseded data were derived.
 KN0438
 KN0438_MARKER: DS = TRIANGULATION STATION DISK
 KN0438_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KN0438_STAMPING: LEVAN 1884
 KN0438_MARK LOGO: CGS
 KN0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0438
 KN0438  HISTORY     - Date     Condition        Report By
 KN0438  HISTORY     - 1884     MONUMENTED       CGS
 KN0438  HISTORY     - 1947     GOOD             CGS
 KN0438
 KN0438                          STATION DESCRIPTION
 KN0438
 KN0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1884 (WE)
 KN0438'SOUTH 60 DEG EAST (MAGNETIC) FROM LEVAN, ON THE HIGHEST PEAK
 KN0438'OF THE MOUNTAINS IMMEDIATELY EAST OF LEVAN.  THE STATION IS
 KN0438'MARKED BY A COPPER BOLT IN A DRILL HOLE IN THE ROCK AT THE HIGHEST
 KN0438'POINT OF THE PEAK ABOUT 20 INCHES BELOW THE GENERAL SURFACE
 KN0438'OF THE GROUND.
 KN0438
 KN0438                          STATION RECOVERY (1947)
 KN0438
 KN0438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KN0438'STATION RECOVERED AS PREVIOUSLY DESCRIBED AND IN GOOD CONDITION.
 KN0438'IT IS TO BE NOTED THAT A NEW STATION MARK WAS SET DIRECTLY
 KN0438'OVER THE OLD STATION MARK, WHICH WAS A COPPER BOLT IN DRILL
 KN0438'HOLE 20 INCHES BELOW SURFACE OF GROUND.  ALSO REFERENCE MARKS
 KN0438'AND AN AZIMUTH MARK WERE SET, AS THERE WERE NONE PREVIOUS
 KN0438'TO THIS OCCUPATION.
 KN0438'
 KN0438'A NEW DESCRIPTION IS AS FOLLOWS--
 KN0438'
 KN0438'STATION LOCATED ON HIGHEST PEAK OF THE MOUNTAINS IMMEDIATELY
 KN0438'EAST OF THE TOWN OF LEVAN, APPROXIMATELY 3.0 MILES SOUTHEAST
 KN0438'OF LEVAN.  STATION IS A BRONZE MARK WELDED IN TOP OF AN IRON
 KN0438'PIPE, WHICH PROJECTS 10 INCHES, AND STAMPED--LEVAN 1884.
 KN0438'
 KN0438'UNDERGROUND MARK, WHICH WAS THE OLD STATION MARK, IS A COPPER
 KN0438'BOLT IN DRILL HOLE 20 INCHES BELOW THE SURFACE OF GROUND.
 KN0438'
 KN0438'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN STATION,
 KN0438'AND 5 INCHES LOWER THAN THE SURFACE OF THE GROUND, AND
 KN0438'STAMPED--LEVAN NO 1 1947.
 KN0438'
 KN0438'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN
 KN0438'STATION, PROJECTS 1 FOOT, WELDED IN THE TOP OF A IRON PIPE,
 KN0438'AND STAMPED--LEVAN NO 2 1947
 KN0438'
 KN0438'AZIMUTH MARK IS APPROXIMATELY 0.8 MILE NORTH OF TOWN OF LEVAN,
 KN0438'18 PACES WEST OF CENTERLINE OF U.S. HIGHWAY 91, 7 PACES NORTH
 KN0438'OF CENTERLINE OF GRAVEL ROAD, 6 FEET NORTHWEST OF FENCE CORNER,
 KN0438'SET IN CONCRETE RETAINING WALL OF IRRAGATION DITCH, WHICH
 KN0438'PROJECTS APPROXIMATELY 10 INCHES.  MARK IS STAMPED--LEVAN 1947.
 KN0438'
 KN0438'REACHED FROM THE POST OFFICE IN THE SMALL VILLAGE OF LEVAN
 KN0438'BY GOING SOUTH FOR 0.2 MILE TO THE SECOND CROSS STREET.
 KN0438'TURN LEFT AND GO 1.4 MILE TO FORK.  TAKE RIGHT FORK, WHICH
 KN0438'IS CHICKEN CREEK ROAD, AND GO 3.1 MILES TO A CATTLE GUARD
 KN0438'AND SIGN UINTA NATIONAL FOREST BOUNDARY.  CONTINUE 0.25 MILE
 KN0438'TO END OF TRUCK TRAVEL.  PACK ACROSS DRAW, THENCE FOLLOW
 KN0438'AN OLD ROAD UP THE DRAW ABOUT 0.35 MILE TO A FORK IN THE
 KN0438'DRAW AND POINT WHERE ROAD BENDS TO LEFT AND A BLAZE ON PINE
 KN0438'TREE.  LEAVE ROAD AND PACK STRAIGHT AHEAD.  IN A SHORT
 KN0438'DISTANCE A TRAIL WILL BE FOUND.  FOLLOW DRAW TO SOUTHWEST TO A
 KN0438'POINT WHERE A SHORT DRAW COMES IN AND TRAIL APPEARS TO
 KN0438'FORK.  LEAVE MAIN DRAW, AND TAKE TRAIL TO LEFT TO A SPRING
 KN0438'AND THREE WATER TROUGHS.  FROM HERE THERE IS NO TRAIL,
 KN0438'BUT CONTINUE CLIMBING STEEP SLOPES OF HILL THROUGH BRUSH
 KN0438'TO SUMMIT AND STATION AS DESCRIBED ABOVE.  NOTE--HORSES
 KN0438'WERE OBTAINED FROM FRANK BALLOW IN LEVAN.  A TWO-HOUR HORSE
 KN0438'PACK.
 KN0438'
 KN0438'OBSERVATIONS MADE FROM A 0.91 METER TRIPOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0442 ***********************************************************************
 LP0442  DESIGNATION -  LEWISTON
 LP0442  PID         -  LP0442
 LP0442  STATE/COUNTY-  UT/UTAH
 LP0442  COUNTRY     -  US
 LP0442  USGS QUAD   -  MERCUR (2017)
 LP0442
 LP0442                         *CURRENT SURVEY CONTROL
 LP0442  ______________________________________________________________________
 LP0442* NAD 83(1994) POSITION- 40 21 36.33905(N) 112 11 38.69259(W)   ADJUSTED
 LP0442* NAVD 88 ORTHO HEIGHT -  3174.3   (meters)    10414.    (feet) VERTCON3
 LP0442  ______________________________________________________________________
 LP0442  GEOID HEIGHT    -        -16.875 (meters)                     GEOID18
 LP0442  LAPLACE CORR    -         13.54  (seconds)                    DEFLEC18
 LP0442  HORZ ORDER      -  THIRD
 LP0442
 LP0442.The horizontal coordinates were established by classical geodetic methods
 LP0442.and adjusted by the National Geodetic Survey in November 1997.
 LP0442
 LP0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0442
 LP0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0442.GEOID18 height accuracy estimate available here.
 LP0442
 LP0442.Click photographs - Photos may exist for this station.
 LP0442
 LP0442.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0442
 LP0442. The following values were computed from the NAD 83(1994) position.
 LP0442
 LP0442;                    North         East     Units Scale Factor Converg.
 LP0442;SPC UT C     - 2,225,240.999   441,046.317   MT  0.99994076   -0 26 40.6
 LP0442;SPC UT C     - 7,300,644.84  1,446,999.46   sFT  0.99994076   -0 26 40.6
 LP0442;UTM  12      - 4,468,409.641   398,609.801   MT  0.99972654   -0 46 24.0
 LP0442
 LP0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0442!SPC UT C     -   0.99950493  x   0.99994076  =   0.99944572
 LP0442!UTM  12      -   0.99950493  x   0.99972654  =   0.99923160
 LP0442
 LP0442:                Primary Azimuth Mark                     Grid Az
 LP0442:SPC UT C     -  HERRIMAN                                 357 20 42.3
 LP0442:UTM  12      -  HERRIMAN                                 357 40 25.7
 LP0442
 LP0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK9860968409(NAD 83)
 LP0442
 LP0442|---------------------------------------------------------------------|
 LP0442| PID    Reference Object                     Distance      Geod. Az  |
 LP0442|                                                           dddmmss.s |
 LP0442| LP0441 RAD BEAM                            APPROX.13.7 KM 1305104.7 |
 LP0442| LP0443 HERRIMAN                            APPROX. 7.3 KM 3565401.7 |
 LP0442|---------------------------------------------------------------------|
 LP0442
 LP0442                          SUPERSEDED SURVEY CONTROL
 LP0442
 LP0442  NAD 83(1993)-  40 21 36.33823(N)    112 11 38.68926(W) AD(       ) 3
 LP0442  NAD 83(1986)-  40 21 36.32950(N)    112 11 38.68672(W) AD(       ) 3
 LP0442  NAD 27      -  40 21 36.52655(N)    112 11 35.89098(W) AD(       ) 3
 LP0442  NGVD 29 (07/19/86) 3173.0    (m)        10410.     (f) VERT ANG       
 LP0442
 LP0442.Superseded values are not recommended for survey control.
 LP0442
 LP0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0442.See file dsdata.pdf to determine how the superseded data were derived.
 LP0442
 LP0442_MARKER: DB = BENCH MARK DISK
 LP0442_SETTING: 66 = SET IN ROCK OUTCROP
 LP0442_STAMPING: LEWISTON 1955
 LP0442_MARK LOGO: USGS
 LP0442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0442+STABILITY: POSITION/ELEVATION WELL
 LP0442
 LP0442  HISTORY     - Date     Condition        Report By
 LP0442  HISTORY     - 1955     MONUMENTED       USGS
 LP0442  HISTORY     - 20180719 GOOD             GEOCAC
 LP0442
 LP0442                          STATION DESCRIPTION
 LP0442
 LP0442'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LP0442'TO REACH FROM STOCKTON, DRIVE S. FOR 5.3 MI. ON STATE HIGHWAY 36 TO
 LP0442'JUNCTION WITH STATE HIGHWAY 73, TURN SE. ALONG STATE HIGHWAY 73 FOR
 LP0442'9.0 MI. TO SIDE RD. LEFT (NE.) TOWARD MERCUR, TURN LEFT TOWARD
 LP0442'MERCUR FOR 4.1 MI. TO THE GEYSER-MARION GOLD MINE, TURN LEFT 0.25
 LP0442'MI. TO RD. FORKS, TURN RIGHT 0.2 MI. TO RD. FORKS, KEEP RIGHT AND
 LP0442'FOLLOW OLD RD. TO OPHIR FOR 2.4 MI. TO HIGH SADDLE AT B.M. ---8063---.
 LP0442'PACK UP RIDGE TO THE E. TO SHARP PEAK AND STATION.  A 2-1/2 HOUR
 LP0442'PACK.
 LP0442'
 LP0442'STATION MARK--STANDARD ALUMINUM TABLET STAMPED ---LEWISTON 1955---
 LP0442'SET IN SOLID ROCK.
 LP0442'
 LP0442'REFERENCE MARK NO. 1--CHISELED CROSS ON POINT OF ROCK, 14.30 FT.
 LP0442'FROM STATION MARK, S 45 DEG 20 MIN W.
 LP0442'
 LP0442'REFERENCE MARK NO. 2--CHISELED CROSS ON ROCK, 18.56 FT. FROM STATION
 LP0442'MARK, S 23 DEG 21 MIN E.
 LP0442
 LP0442                          STATION RECOVERY (2018)
 LP0442
 LP0442'RECOVERY NOTE BY GEOCACHING 2018 (AK)
 LP0442'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AB5959 ***********************************************************************
 AB5959  DESIGNATION -  LEWISTON SUGAR STACK SEC
 AB5959  PID         -  AB5959
 AB5959  STATE/COUNTY-  UT/CACHE
 AB5959  COUNTRY     -  US
 AB5959  USGS QUAD   -  RICHMOND (2017)
 AB5959
 AB5959                         *CURRENT SURVEY CONTROL
 AB5959  ______________________________________________________________________
 AB5959* NAD 83(1994) POSITION- 41 58 17.84344(N) 111 49 41.70597(W)   ADJUSTED
 AB5959* NAVD 88 ORTHO HEIGHT -  1437.0   (meters)     4715.    (feet) VERTCON3
 AB5959  ______________________________________________________________________
 AB5959  GEOID HEIGHT    -        -14.716 (meters)                     GEOID18
 AB5959  LAPLACE CORR    -          8.50  (seconds)                    DEFLEC18
 AB5959  HORZ ORDER      -  THIRD
 AB5959
 AB5959.The horizontal coordinates were established by classical geodetic methods
 AB5959.and adjusted by the National Geodetic Survey in November 1997.
 AB5959
 AB5959.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB5959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB5959
 AB5959.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5959.GEOID18 height accuracy estimate available here.
 AB5959
 AB5959.Click photographs - Photos may exist for this station.
 AB5959
 AB5959.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB5959
 AB5959. The following values were computed from the NAD 83(1994) position.
 AB5959
 AB5959;                    North         East     Units Scale Factor Converg.
 AB5959;SPC UT N     - 1,181,993.308   472,791.106   MT  1.00003599   -0 12 59.2
 AB5959;SPC UT N     - 3,877,923.04  1,551,148.82   sFT  1.00003599   -0 12 59.2
 AB5959;UTM  12      - 4,646,957.311   431,375.444   MT  0.99965795   -0 33 14.1
 AB5959
 AB5959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5959!SPC UT N     -   0.99977698  x   1.00003599  =   0.99981296
 AB5959!UTM  12      -   0.99977698  x   0.99965795  =   0.99943500
 AB5959
 AB5959_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM3137546957(NAD 83)
 AB5959
 AB5959                          SUPERSEDED SURVEY CONTROL
 AB5959
 AB5959  NAD 83(1993)-  41 58 17.83905(N)    111 49 41.69592(W) AD(       ) 3
 AB5959  NAD 83(1986)-  41 58 17.83100(N)    111 49 41.69214(W) AD(       ) 3
 AB5959  NGVD 29 (08/09/96) 1436.0    (m)         4711.     (f) VERT ANG       
 AB5959
 AB5959.Superseded values are not recommended for survey control.
 AB5959
 AB5959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5959.See file dsdata.pdf to determine how the superseded data were derived.
 AB5959
 AB5959_MARKER: Z = SEE DESCRIPTION
 AB5959_SETTING: 0 = UNSPECIFIED SETTING
 AB5959
 AB5959  HISTORY     - Date     Condition        Report By
 AB5959  HISTORY     - 1963     MONUMENTED       USGS
 AB5959
 AB5959                          STATION DESCRIPTION
 AB5959
 AB5959'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AB5959'LOCATED ABOUT 1 MI. E. OF LEWISTON ON THE W. BANK OF THE CUB RIVER.
 AB5959'THIS IS AN INTERSECTED STATION.
 AB5959'NOT IDENTIFIED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0892 ***********************************************************************
 MR0892  DESIGNATION -  LGU A
 MR0892  PID         -  MR0892
 MR0892  STATE/COUNTY-  UT/CACHE
 MR0892  COUNTRY     -  US
 MR0892  USGS QUAD   -  SMITHFIELD (2017)
 MR0892
 MR0892                         *CURRENT SURVEY CONTROL
 MR0892  ______________________________________________________________________
 MR0892* NAD 83(2011) POSITION- 41 47 37.69749(N) 111 50 58.95585(W)   ADJUSTED
 MR0892* NAD 83(2011) ELLIP HT-  1339.310 (meters)        (06/27/12)   ADJUSTED
 MR0892* NAD 83(2011) EPOCH   -  2010.00
 MR0892* NAVD 88 ORTHO HEIGHT -  1354.79  (+/-2cm)     4444.8   (feet) VERTCON3
 MR0892  ______________________________________________________________________
 MR0892  GEOID HEIGHT    -        -15.456 (meters)                     GEOID18
 MR0892  NAD 83(2011) X  - -1,772,769.689 (meters)                     COMP
 MR0892  NAD 83(2011) Y  - -4,421,112.251 (meters)                     COMP
 MR0892  NAD 83(2011) Z  -  4,229,449.114 (meters)                     COMP
 MR0892  LAPLACE CORR    -          6.04  (seconds)                    DEFLEC18
 MR0892  VERT ORDER      -  THIRD ? (See Below)
 MR0892
 MR0892  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MR0892  Standards:
 MR0892         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MR0892            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MR0892  -------------------------------------------------------------------
 MR0892  NETWORK    2.60   6.13           1.10   0.98   3.13      0.34227582
 MR0892  -------------------------------------------------------------------
 MR0892  Click here for local accuracies and other accuracy information.
 MR0892
 MR0892.This mark is at Logan-Cache Airport (LGU)
 MR0892
 MR0892.The horizontal coordinates were established by GPS observations
 MR0892.and adjusted by the National Geodetic Survey in June 2012.
 MR0892
 MR0892.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MR0892.been affixed to the stable North American tectonic plate. See 
 MR0892.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MR0892
 MR0892.The horizontal coordinates are valid at the epoch date displayed above
 MR0892.which is a decimal equivalence of Year/Month/Day.
 MR0892
 MR0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0892
 MR0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0892.GEOID18 height accuracy estimate available here.
 MR0892
 MR0892.The vertical order pertains to the NGVD 29 superseded value.
 MR0892
 MR0892.Click photographs - Photos may exist for this station.
 MR0892
 MR0892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MR0892
 MR0892.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0892
 MR0892.The ellipsoidal height was determined by GPS observations
 MR0892.and is referenced to NAD 83.
 MR0892
 MR0892. The following values were computed from the NAD 83(2011) position.
 MR0892
 MR0892;                    North         East     Units Scale Factor Converg.
 MR0892;SPC UT N     - 1,162,249.590   470,932.944   MT  1.00000172   -0 13 50.1
 MR0892;SPC UT N     - 3,813,147.20  1,545,052.50   sFT  1.00000172   -0 13 50.1
 MR0892;UTM  12      - 4,627,231.923   429,402.025   MT  0.99966133   -0 33 58.7
 MR0892
 MR0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0892!SPC UT N     -   0.99978998  x   1.00000172  =   0.99979170
 MR0892!UTM  12      -   0.99978998  x   0.99966133  =   0.99945138
 MR0892
 MR0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2940227231(NAD 83)
 MR0892
 MR0892                          SUPERSEDED SURVEY CONTROL
 MR0892
 MR0892  NAD 83(2007)-  41 47 37.69713(N)    111 50 58.95699(W) AD(2002.00) 0
 MR0892  ELLIP H (02/10/07) 1339.326  (m)                       GP(2002.00)    
 MR0892  ELLIP H (01/22/02) 1339.350  (m)                       GP(       ) 4 1
 MR0892  NAD 83(1994)-  41 47 37.69621(N)    111 50 58.95521(W) AD(       ) 2
 MR0892  ELLIP H (11/04/97) 1339.361  (m)                       GP(       ) 4 1
 MR0892  NAD 83(1993)-  41 47 37.69622(N)    111 50 58.95500(W) AD(       ) 2
 MR0892  NAD 83(1986)-  41 47 37.68671(N)    111 50 58.93973(W) AD(       ) 2
 MR0892  NGVD 29            1353.72   (m)         4441.3    (f) LEVELING    3  
 MR0892
 MR0892.Superseded values are not recommended for survey control.
 MR0892
 MR0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0892.See file dsdata.pdf to determine how the superseded data were derived.
 MR0892
 MR0892_MARKER: DT = TOPOGRAPHIC STATION DISK
 MR0892_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0892_SP_SET: CONCRETE DRAIN
 MR0892_STAMPING: LGU-A 1977
 MR0892_MARK LOGO: NOS
 MR0892_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MR0892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0892+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1992
 MR0892
 MR0892  HISTORY     - Date     Condition        Report By
 MR0892  HISTORY     - 1977     MONUMENTED       NOS
 MR0892  HISTORY     - 19860708 GOOD             NGS
 MR0892  HISTORY     - 19920710 GOOD
 MR0892
 MR0892                          STATION DESCRIPTION
 MR0892
 MR0892'DESCRIBED BY NATIONAL OCEAN SERVICE 1977
 MR0892'STATION IS LOCATED ON THE LOGAN-CACHE AIRPORT WHICH IS ABOUT FOUR
 MR0892'MILES NORTH OF THE CENTER OF THE CITY OF LOGAN ALONG MAIN STREET (US
 MR0892'HWY 89-91).
 MR0892'FROM THE ABANDONED CONTROL TOWER DRIVE 0.1 MI (0.16 KM) NORTHEAST ON A
 MR0892'TAXIWAY CROSSING THE EAST-WEST RUNWAY, CONTINUE 0.3 MI (0.48 KM)
 MR0892'ACROSS THE NORTHEAST SOUTHWEST RUNWAY (5/23)  TURN NORTH 0.35 MI
 MR0892'(0.56 KM) TO STATION ON RIGHT.
 MR0892'STATION IS LOCATED IN THE GRASS AREA BETWEEN THE TAXIWAY AND
 MR0892'NORTH-SOUTH RUNWAY IN THE SOUTHWEST CORNER OF A CONCRETE DRAIN WHICH
 MR0892'IS ABOUT 25 FT (7.62 M) EAST OF THE TAXIWAY EDGE AND ABOUT 300 FT
 MR0892'(91.44 M) NORTH OF AN EAST-WEST TAXIWAY CONNECTING THE PARALLEL
 MR0892'TAXIWAY TO THE RUNWAY.
 MR0892
 MR0892                          STATION RECOVERY (1986)
 MR0892
 MR0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (NGS)
 MR0892'LGU-A IS LOCATED IN THE NORTHERN AREA OF THE AIRPORT, IN THE GRASS
 MR0892'AREA BETWEEN RWY 17-35 AND THE PARALLEL TAXIWAY, NORTH OF THE SHORT
 MR0892'PERPENDICULAR TAXIWAY.  THE STATION IS CEMENTED IN A DRILL HOLE IN THE
 MR0892'SW CORNER OF A CONCRETE DRAIN APPROXIMATELY 25 FT (7.6 M) EAST OF THE
 MR0892'EDGE OF THE PARALLEL TAXIWAY AND 300 FT (91.4 M) N OF THE E-W TAXIWAY.
 MR0892'THE STATION IS A NOS DISK STAMPED LGU-A 1977.
 MR0892
 MR0892                          STATION RECOVERY (1992)
 MR0892
 MR0892'RECOVERED 1992
 MR0892'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0893 ***********************************************************************
 MR0893  FBN         -  This is a Federal Base Network Control Station.
 MR0893  PACS        -  This is a Primary Airport Control Station.
 MR0893  DESIGNATION -  LGU B
 MR0893  PID         -  MR0893
 MR0893  STATE/COUNTY-  UT/CACHE
 MR0893  COUNTRY     -  US
 MR0893  USGS QUAD   -  SMITHFIELD (2017)
 MR0893
 MR0893                         *CURRENT SURVEY CONTROL
 MR0893  ______________________________________________________________________
 MR0893* NAD 83(2011) POSITION- 41 47 24.19318(N) 111 51 53.70195(W)   ADJUSTED
 MR0893* NAD 83(2011) ELLIP HT-  1337.282 (meters)        (06/27/12)   ADJUSTED
 MR0893* NAD 83(2011) EPOCH   -  2010.00
 MR0893* NAVD 88 ORTHO HEIGHT -  1352.85  (meters)     4438.5   (feet) GPS OBS
 MR0893  ______________________________________________________________________
 MR0893  NAVD 88 orthometric height was determined with geoid model    GEOID99
 MR0893  GEOID HEIGHT    -        -15.471 (meters)                     GEOID99
 MR0893  GEOID HEIGHT    -        -15.508 (meters)                     GEOID18
 MR0893  NAD 83(2011) X  - -1,774,045.928 (meters)                     COMP
 MR0893  NAD 83(2011) Y  - -4,420,897.912 (meters)                     COMP
 MR0893  NAD 83(2011) Z  -  4,229,137.061 (meters)                     COMP
 MR0893  LAPLACE CORR    -          5.07  (seconds)                    DEFLEC18
 MR0893
 MR0893  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MR0893  Standards:
 MR0893         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MR0893            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MR0893  -------------------------------------------------------------------
 MR0893  NETWORK    0.33   0.69           0.14   0.13   0.35     -0.05932289
 MR0893  -------------------------------------------------------------------
 MR0893  Click here for local accuracies and other accuracy information.
 MR0893
 MR0893.This mark is at Logan-Cache Airport (LGU)
 MR0893
 MR0893.The horizontal coordinates were established by GPS observations
 MR0893.and adjusted by the National Geodetic Survey in June 2012.
 MR0893
 MR0893.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MR0893.been affixed to the stable North American tectonic plate. See 
 MR0893.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MR0893
 MR0893.The horizontal coordinates are valid at the epoch date displayed above
 MR0893.which is a decimal equivalence of Year/Month/Day.
 MR0893
 MR0893.The orthometric height was determined by GPS observations and a
 MR0893.high-resolution geoid model.
 MR0893
 MR0893.GPS derived orthometric heights for airport stations designated as
 MR0893.PACS or SACS are published to 2 decimal places.  This maintains
 MR0893.centimeter relative accuracy between the PACS and SACS.  It does
 MR0893.not indicate centimeter accuracy relative to other marks which are
 MR0893.part of the published vertical control network.
 MR0893
 MR0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0893.GEOID18 height accuracy estimate available here.
 MR0893
 MR0893.Click photographs - Photos may exist for this station.
 MR0893
 MR0893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MR0893
 MR0893.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0893
 MR0893.The ellipsoidal height was determined by GPS observations
 MR0893.and is referenced to NAD 83.
 MR0893
 MR0893. The following values were computed from the NAD 83(2011) position.
 MR0893
 MR0893;                    North         East     Units Scale Factor Converg.
 MR0893;SPC UT N     - 1,161,838.148   469,667.211   MT  1.00000110   -0 14 26.2
 MR0893;SPC UT N     - 3,811,797.32  1,540,899.84   sFT  1.00000110   -0 14 26.2
 MR0893;UTM  12      - 4,626,828.042   428,134.333   MT  0.99966355   -0 34 35.1
 MR0893
 MR0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0893!SPC UT N     -   0.99979030  x   1.00000110  =   0.99979140
 MR0893!UTM  12      -   0.99979030  x   0.99966355  =   0.99945392
 MR0893
 MR0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2813426828(NAD 83)
 MR0893
 MR0893                          SUPERSEDED SURVEY CONTROL
 MR0893
 MR0893  NAD 83(2007)-  41 47 24.19285(N)    111 51 53.70300(W) AD(2002.00) 0
 MR0893  ELLIP H (02/10/07) 1337.296  (m)                       GP(2002.00)    
 MR0893  ELLIP H (06/28/00) 1337.330  (m)                       GP(       ) 4 1
 MR0893  NAD 83(1994)-  41 47 24.19186(N)    111 51 53.70143(W) AD(       ) A
 MR0893  ELLIP H (04/21/95) 1337.341  (m)                       GP(       ) 2 2
 MR0893  NAD 83(1986)-  41 47 24.18260(N)    111 51 53.68628(W) AD(       ) 2
 MR0893  NAVD 88 (01/29/98) 1352.79   (m)  UNKNOWN  model used  GPS OBS        
 MR0893  NAVD 88 (01/22/97) 1352.94   (m)  GEOID96  model used  GPS OBS        
 MR0893  NAVD 88 (04/21/95) 1352.75   (m)  GEOID93  model used  GPS OBS        
 MR0893  NGVD 29            1351.78   (m)         4435.0    (f) LEVELING    3  
 MR0893
 MR0893.Superseded values are not recommended for survey control.
 MR0893
 MR0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0893.See file dsdata.pdf to determine how the superseded data were derived.
 MR0893
 MR0893_MARKER: DT = TOPOGRAPHIC STATION DISK
 MR0893_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MR0893+WITH SETTING: PAVEMENT
 MR0893_SP_SET: LARGE CONC BASE OF RUNWAY LIGHT
 MR0893_STAMPING: LGU-B 1977
 MR0893_MARK LOGO: CGS
 MR0893_MAGNETIC: N = NO MAGNETIC MATERIAL
 MR0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0893+STABILITY: SURFACE MOTION
 MR0893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0893+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2003
 MR0893
 MR0893  HISTORY     - Date     Condition        Report By
 MR0893  HISTORY     - 1977     MONUMENTED       NGS
 MR0893  HISTORY     - 19860708 GOOD             NGS
 MR0893  HISTORY     - 19920711 GOOD
 MR0893  HISTORY     - 19940826 GOOD             NGS
 MR0893  HISTORY     - 19960829 GOOD             NGS
 MR0893  HISTORY     - 19990216 GOOD             NGS
 MR0893  HISTORY     - 19990714 GOOD             NGS
 MR0893  HISTORY     - 19991021 GOOD             NGS
 MR0893  HISTORY     - 20030801 GOOD             NGS
 MR0893
 MR0893                          STATION DESCRIPTION
 MR0893
 MR0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 MR0893'STATION IS LOCATED IN THE GRASS AREA BETWEEN THE EAST-WEST RUNWAY
 MR0893'(10/28) AND ITS PARALLEL TAXIWAY AT THE LOGAN-CACHE AIRPORT WHICH IS
 MR0893'NORTH OF THE CITY OF LOGAN JUST OFF US HIGHWAY 89-91.
 MR0893'IT IS 203 FT (61.87 M) SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY 10/28
 MR0893'AND 169 FT (51.51 M) SOUTHEAST OF THE SOUTHEAST EDGE  OF THE TAXIWAY.
 MR0893'SET IN A DRILL HOLE IN THE CONCRETE BASE OF A SIX-FOOT DIAMETER
 MR0893'BOUNDARY LIGHT BASE (ABANDONED).
 MR0893
 MR0893                          STATION RECOVERY (1986)
 MR0893
 MR0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (NGS)
 MR0893'LGU-B IS LOCATED IN THE NW AREA OF THE AIRPORT, BETWEEN THE RWY 10 AND
 MR0893'THE PARALLEL TAXIWAY.  THE STATION IS LOCATED 203 FT (61.9 M) SW OF
 MR0893'THE SW EDGE OF RWY 10-28, 169 FT (51.5 M) SE OF THE SE EDGE OF THE
 MR0893'TAXIWAY AT END 10.  THE STATION IS A CGS TOPO DISK, CEMENTED IN A
 MR0893'DRILL HOLE IN THE 6 FT (1.8 M) DIAMETER CONCRETE BASE OF AN ABANDONED
 MR0893'BOUNDARY LIGHT, AND IS STAMPED LGU-B 1977.
 MR0893
 MR0893                          STATION RECOVERY (1992)
 MR0893
 MR0893'RECOVERED 1992
 MR0893'RECOVERED IN GOOD CONDITION.
 MR0893
 MR0893                          STATION RECOVERY (1994)
 MR0893
 MR0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 MR0893'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTH OF LOGAN AT THE
 MR0893'LOGAN-CACHE AIRPORT, NEAR THE NORTHWEST END OF THE AIRFIELD IN A GRASS
 MR0893'AREA BETWEEN RUNWAY 10-28 AND ITS PARALLEL TAXIWAY.
 MR0893'OWNERSHIP--LOGAN-CACHE AIRPORT AUTHORITY, 120 NORTH 100 WEST, LOGAN,
 MR0893'UT 84321.  CHIEF DEPUTY COUNTY EXECUTIVE IS M. LYNN LEMON, PHONE
 MR0893'801-752-5935.  FBO AT THE AIRPORT IS ERIC HILL, PHONE 801-752-5955.
 MR0893'CONTACT ONE OF THEM ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS
 MR0893'STATION. TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 89 AND 91
 MR0893'(MAIN STREET) AND STATE HIGHWAY 30 (200 NORTH) IN DOWNTOWN LOGAN, GO
 MR0893'NORTH ON HIGHWAY 91 FOR 4.75 KM (2.95 MI) TO A PAVED ROAD LEFT (2500
 MR0893'NORTH) .  TURN LEFT, WEST, ON THE ROAD FOR 1.61 KM (1.00 MI) TO A
 MR0893'PAVED ROAD RIGHT.  TURN RIGHT, NORTH, ON THE ROAD FOR 0.55 KM (0.35
 MR0893'MI) TO A PARKING LOT AND A PAVED ROAD LEFT AT THE CONTROL TOWER.  TURN
 MR0893'LEFT NORTHWEST FOR 0.05 KM (0.05 MI) TO A GATE.  PASS THROUGH GATE,
 MR0893'TURN RIGHT, NORTHEAST 0.07 KM (0.05 MI) TO A TAXIWAY.  TURN LEFT,
 MR0893'NORTHWEST, ALONG THE TAXIWAY FOR 1.3 KM (0.80 MI) CROSSING RUNWAY 5-23
 MR0893'TO THE HOLDING LINE AND THE STATION ON THE RIGHT. STATION IS A
 MR0893'TOPOGRAPHIC STATION DISK IN A DRILL HOLE ON THE SOUTH SIDE OF A 5 FT
 MR0893'(1.5 M) DIAMETER CONCRETE BASE OF A WHITE RUNWAY LIGHT.  IT IS 77.0 M
 MR0893'(252.6 FT) SOUTHWEST OF THE CENTER OF THE RUNWAY, 59.0 M (193.6 FT)
 MR0893'SOUTHEAST OF THE CENTER OF THE TAXIWAY, 28 M (91.9 FT) EAST-SOUTHEAST
 MR0893'OF THE EAST CORNER OF A 3.5 X 3.5 CONCRETE STORM DRAIN. DESCRIBED BY
 MR0893'A.L. MATSON.
 MR0893
 MR0893                          STATION RECOVERY (1996)
 MR0893
 MR0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 MR0893'RECOVERED AS DESCRIBED BY R.J.  HALL.
 MR0893
 MR0893                          STATION RECOVERY (1999)
 MR0893
 MR0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 MR0893'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF LOGAN, ABOUT 37.0
 MR0893'KM (23.00 MI) EAST OF INTERSTATE HIGHWAY 15, EXIT 387, IN THE
 MR0893'SOUTHEAST SIDE OF A CIRCULAR CONCRETE BASE OF AN OLDER STYLE, CONE
 MR0893'SHAPED RUNWAY LIGHT NEAR THE NORTHWEST END OF THE AIRFIELD, SOUTHEAST
 MR0893'OF THE HOLD BAR OF TAXIWAY CHARLEY FOR THE END OF RUNWAY 10.
 MR0893'OWNERSHIP--LOGAN-CACHE AIRPORT AUTHORITY, 120 NORTH 100 WEST, LOGAN,
 MR0893'UT 84321.  THE AIRPORT DOES NOT HAVE AN AIRPORT MANAGER THIS DATE.
 MR0893'CONTACT FBO OPERATOR, TEMPORARY AIRPORT MANAGER JIM CHAPMAN ONE DAY IN
 MR0893'ADVANCE BEFORE OCCUPYING THIS STATION.  PHONE 801-752-5955.  TO REACH
 MR0893'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 30 (200 NORTH) AND US
 MR0893'HIGHWAY 91 (MAIN STREET) IN THE CENTER OF LOGAN, GO NORTH ON HIGHWAY
 MR0893'91 FOR 4.75 KM (2.95 MI) TO THE JUNCTION OF 2500 NORTH.  TURN LEFT AND
 MR0893'GO WEST ON 2500 NORTH FOR 1.85 KM (1.15 MI) TO THE AIRPORT ENTRANCE
 MR0893'ROAD ON THE RIGHT.  TURN RIGHT ON THE ENTRANCE ROAD FOR 0.55 KM (0.35
 MR0893'MI) TO A PARKING LOT AND THE AIRPORT OFFICE ON THE RIGHT. CONTACT JIM
 MR0893'CHAPMAN (FBO OPERATOR, TEMPORARY AIRPORT MANAGER) FOR A TEMPORARY PIN
 MR0893'NUMBER TO ENTER THE FIELD.  ENTER THE FIELD AND FROM THE SMALL TOWER
 MR0893'OF THE UTAH JET CENTER (JUST WEST OF THE AIRPORT OFFICE) GO NORTHERLY
 MR0893'ACROSS THE APRON TO THE JUNCTION OF TAXIWAYS CHARLEY, ALPHA AND
 MR0893'BAROVO.  TURN LEFT AND GO NORTHWEST ON TAXIWAY CHARLEY FOR 0.40 KM
 MR0893'(0.25 MI) TO THE JUNCTION OF A CLOSED RUNWAY. CONTINUE AHEAD AND GO
 MR0893'NORTHWEST ON TAXIWAY CHARLEY FOR 0.89 KM (0.55 MI) TO THE HOLD BAR FOR
 MR0893'THE END OF RUNWAY 10 AND THE STATION ON THE RIGHT.  IT IS 76.97 M
 MR0893'(252.53 FT) SOUTHWEST OF THE CENTER OF RUNWAY 10, 58.98 M (193.50 FT)
 MR0893'SOUTHEAST OF THE CENTER OF TAXIWAY CHARLEY, 28.05 M (92.03 FT)
 MR0893'EAST-SOUTHEAST OF THE EAST CORNER OF CATCH BASIN AND 0.3 M (1.0 FT)
 MR0893'NORTHWEST OF A FIBERGLASS WITNESS POST.
 MR0893
 MR0893                          STATION RECOVERY (1999)
 MR0893
 MR0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 MR0893'RECOVERED AS DESCRIBED.
 MR0893
 MR0893                          STATION RECOVERY (1999)
 MR0893
 MR0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 MR0893'RECOVERED AS DESCRIBED.
 MR0893
 MR0893                          STATION RECOVERY (2003)
 MR0893
 MR0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (SEB)
 MR0893'THIS STATION IS LOCATED IN THE WEST PART OF LOGAN, ABOUT 23 MI
 MR0893'(37.0 KM) EAST OF INTERSTATE HIGHWAY 15, EXIT 387, IN THE SOUTHEAST
 MR0893'SIDE OF A CIRCULAR CONCRETE BASE OF AND OLDER STYLE, CONE SHAPE RUNWAY
 MR0893'LIGHT WEST OF THE PARALLEL TAXIWAY B FOR RUNWAY END 17.  OWNERSHIP IS
 MR0893'THE LOGAN CACHE AIRPORT AUTHORITY, 120 NORTH 100 WEST, LOGAN, UT
 MR0893'84321.  PHONE 435-752-5935.  AIRPORT MANAGER SARAH ANN SKANCHY.  PHONE
 MR0893'435-716-7171.
 MR0893'
 MR0893'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 30
 MR0893'(200 NORTH ON US HIGHWAY 91 (MAIN STREET) IN THE CENTER OF LOGAN, GO
 MR0893'NORTH ON HIGHWAY 91 FOR 2.95 MI (4.75 KM) TO THE JUNCTION OF 2500
 MR0893'NORTH.  LEFT AND WEST ON 2500 NORTH FOR 1.1 MI (1.8 KM) TO AIRPORT
 MR0893'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND CONTINUE NORTH ON THE
 MR0893'ENTRANCE ROAD FOR 0.2 MI (0.3 KM) TO ROAD LEADING SOUTH INTO SOUTH
 MR0893'HANGAR AND APRON AREA.  RIGHT AND SOUTH THRU GATE TO SOUTH HANGAR AREA
 MR0893'0.1 MI (0.2 KM) TO A EAST WEST TAXIWAY LEADING TO APRON.  LEFT AND
 MR0893'EAST ON TAXIWAY TO APRON.  LEFT ON APRON AND CONTINUE NW 0.2 MI
 MR0893'(0.3 KM) TO TAXIWAY C.  CONTINUE NORTHWEST ON TAXIWAY C FOR 0.6 MI
 MR0893'(1.0 KM) TO STATION ON THE RIGHT.
 MR0893'
 MR0893'THE STATION IS 204 FT (62.2 M) SOUTH-SOUTHWEST OF WEST EDGE OF RUNWAY
 MR0893'10, 170 FT (51.8 M) EAST-SOUTHEAST OF CONNECTING TAXIWAY C, 92.3 FT
 MR0893'(28.1 M) NORTHEAST OF THE NORTHEAST CORNER OF 2.5 X 2.5 FT (0.8 M)
 MR0893'CONCRETE AND METAL DRAIN, 251.7 FT (76.7 M) NORTH OF THE NORTH EDGE OF
 MR0893'TAXIWAY C, 1.0 FT (0.3 M) EAST OF FIBERGLASS WITNESS POST, 2.8 FT
 MR0893'(0.9 M) SOUTHEAST OF 3 FT (0.9 M) HIGH LIGHT AND METAL CONE BASE.
 MR0893'THIS STATION HAS BEEN DESIGNATED AS PRIMARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DF8410 ***********************************************************************
 DF8410  SACS        -  This is a Secondary Airport Control Station.
 DF8410  DESIGNATION -  LGU C
 DF8410  PID         -  DF8410
 DF8410  STATE/COUNTY-  UT/CACHE
 DF8410  COUNTRY     -  US
 DF8410  USGS QUAD   -  SMITHFIELD (2017)
 DF8410
 DF8410                         *CURRENT SURVEY CONTROL
 DF8410  ______________________________________________________________________
 DF8410* NAD 83(2011) POSITION- 41 47 22.45832(N) 111 51 01.50012(W)   ADJUSTED
 DF8410* NAD 83(2011) ELLIP HT-  1339.633 (meters)        (06/27/12)   ADJUSTED
 DF8410* NAD 83(2011) EPOCH   -  2010.00
 DF8410* NAVD 88 ORTHO HEIGHT -  1355.16  (meters)     4446.1   (feet) GPS OBS
 DF8410  ______________________________________________________________________
 DF8410  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF8410  GEOID HEIGHT    -        -15.430 (meters)                     GEOID99
 DF8410  GEOID HEIGHT    -        -15.473 (meters)                     GEOID18
 DF8410  NAD 83(2011) X  - -1,772,940.954 (meters)                     COMP
 DF8410  NAD 83(2011) Y  - -4,421,381.490 (meters)                     COMP
 DF8410  NAD 83(2011) Z  -  4,229,098.711 (meters)                     COMP
 DF8410  LAPLACE CORR    -          5.99  (seconds)                    DEFLEC18
 DF8410
 DF8410  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8410  Standards:
 DF8410         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8410            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8410  -------------------------------------------------------------------
 DF8410  NETWORK    0.44   1.08           0.20   0.15   0.55     -0.04413540
 DF8410  -------------------------------------------------------------------
 DF8410  Click here for local accuracies and other accuracy information.
 DF8410
 DF8410.This mark is at Logan-Cache Airport (LGU)
 DF8410
 DF8410.The horizontal coordinates were established by GPS observations
 DF8410.and adjusted by the National Geodetic Survey in June 2012.
 DF8410
 DF8410.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8410.been affixed to the stable North American tectonic plate. See 
 DF8410.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8410
 DF8410.The horizontal coordinates are valid at the epoch date displayed above
 DF8410.which is a decimal equivalence of Year/Month/Day.
 DF8410
 DF8410.The orthometric height was determined by GPS observations and a
 DF8410.high-resolution geoid model.
 DF8410
 DF8410.GPS derived orthometric heights for airport stations designated as
 DF8410.PACS or SACS are published to 2 decimal places.  This maintains
 DF8410.centimeter relative accuracy between the PACS and SACS.  It does
 DF8410.not indicate centimeter accuracy relative to other marks which are
 DF8410.part of the published vertical control network.
 DF8410
 DF8410.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8410.GEOID18 height accuracy estimate available here.
 DF8410
 DF8410.Click photographs - Photos may exist for this station.
 DF8410
 DF8410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8410
 DF8410.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8410
 DF8410.The ellipsoidal height was determined by GPS observations
 DF8410.and is referenced to NAD 83.
 DF8410
 DF8410. The following values were computed from the NAD 83(2011) position.
 DF8410
 DF8410;                    North         East     Units Scale Factor Converg.
 DF8410;SPC UT N     - 1,161,779.662   470,872.305   MT  1.00000102   -0 13 51.8
 DF8410;SPC UT N     - 3,811,605.44  1,544,853.55   sFT  1.00000102   -0 13 51.8
 DF8410;UTM  12      - 4,626,762.518   429,338.656   MT  0.99966144   -0 34 00.3
 DF8410
 DF8410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8410!SPC UT N     -   0.99978993  x   1.00000102  =   0.99979095
 DF8410!UTM  12      -   0.99978993  x   0.99966144  =   0.99945144
 DF8410
 DF8410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2933826762(NAD 83)
 DF8410
 DF8410                          SUPERSEDED SURVEY CONTROL
 DF8410
 DF8410  NAD 83(2007)-  41 47 22.45799(N)    111 51 01.50117(W) AD(2002.00) 0
 DF8410  ELLIP H (02/10/07) 1339.647  (m)                       GP(2002.00)    
 DF8410  NAD 83(1994)-  41 47 22.45700(N)    111 51 01.49960(W) AD(       ) 1
 DF8410  ELLIP H (10/14/03) 1339.681  (m)                       GP(       ) 4 2
 DF8410
 DF8410.Superseded values are not recommended for survey control.
 DF8410
 DF8410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8410.See file dsdata.pdf to determine how the superseded data were derived.
 DF8410
 DF8410_MARKER: DD = SURVEY DISK
 DF8410_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DF8410+WITH SETTING: PAVEMENT
 DF8410_SP_SET: LARGE CONC BASE OF RUNWAY LIGHT
 DF8410_STAMPING: LGU C 2003
 DF8410_MARK LOGO: NGS
 DF8410_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8410+STABILITY: SURFACE MOTION
 DF8410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8410+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2003
 DF8410
 DF8410  HISTORY     - Date     Condition        Report By
 DF8410  HISTORY     - 20030805 MONUMENTED       NGS
 DF8410
 DF8410                          STATION DESCRIPTION
 DF8410
 DF8410'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (SEB)
 DF8410'THIS STATION IS LOCATED IN THE NORTHWEST PART OF LOGAN, ABOUT 23 MI
 DF8410'(37.0 KM) EAST OF INTERSTATE HIGHWAY 15, EXIT 387, IN THE SOUTHEAST
 DF8410'SIDE OF A CIRCULAR CONCRETE BASE OF AND OLDER STYLE, CONE SHAPE RUNWAY
 DF8410'LIGHT WEST OF THE PARALLEL TAXIWAY B FOR RUNWAY END 17.  OWNERSHIP IS
 DF8410'THE LOGAN CACHE AIRPORT AUTHORITY, 120 NORTH 100 WEST, LOGAN, UT
 DF8410'84321.  PHONE 435-752-5935.  AIRPORT MANAGER SARAH ANN SKANCHY.  PHONE
 DF8410'435-716-7171.
 DF8410'
 DF8410'TO REACH THE STATION FROM THE JUNCTION OF UT 30 (200 NORTH ON US
 DF8410'HIGHWAY 91 (MAIN STREET) IN THE CENTER OF LOGAN, GO NORTH ON HIGHWAY
 DF8410'91 FOR 2.95 MI (4.75 KM) TO THE JUNCTION OF 2500 NORTH.  LEFT AND WEST
 DF8410'ON 2500 NORTH FOR 1.1 MI (1.8 KM) TO AIRPORT ENTRANCE ROAD ON THE
 DF8410'RIGHT.  TURN RIGHT AND CONTINUE NORTH ON THE ENTRANCE ROAD FOR 0.2 MI
 DF8410'(0.3 KM) TO ROAD LEADING SOUTH INTO SOUTH HANGAR AND APRON AREA.
 DF8410'RIGHT AND SOUTH THRU GATE TO SOUTH HANGAR AREA 0.1 MI (0.2 KM) TO A
 DF8410'EAST WEST TAXIWAY LEADING TO APRON.  LEFT AND EAST ON TAXIWAY TO
 DF8410'APRON.  LEFT ON APRON AND CONTINUE NW 0.2 MI (0.3 KM) TO TAXIWAY B ON
 DF8410'THE RIGHT.  RIGHT AND CONTINUE NORTHERLY ON TAXIWAY B 0.4 MI (0.6 KM)
 DF8410'TO STATION ON THE LEFT.
 DF8410'
 DF8410'THE STATION IS 49.3 FT (15.0 M) WEST OF THE WEST EDGE OF TAXIWAY B,
 DF8410'76.6 FT (23.3 M) SOUTHEAST OF A 7 FT (2.1 M) PERIMETER FENCE POST,
 DF8410'117.5 FT (35.8 M) SOUTHWEST OF TAXIWAY LIGHT, 63.1 FT (19.2 M) EAST OF
 DF8410'36 INCH STEEL MANHOLE COVER.  LGU C HAS BEEN DESIGNATED AS A SECONDARY
 DF8410'AIRPORT CONTROL STATION OR SACS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DF8411 ***********************************************************************
 DF8411  SACS        -  This is a Secondary Airport Control Station.
 DF8411  DESIGNATION -  LGU D
 DF8411  PID         -  DF8411
 DF8411  STATE/COUNTY-  UT/CACHE
 DF8411  COUNTRY     -  US
 DF8411  USGS QUAD   -  SMITHFIELD (2017)
 DF8411
 DF8411                         *CURRENT SURVEY CONTROL
 DF8411  ______________________________________________________________________
 DF8411* NAD 83(2011) POSITION- 41 48 18.39110(N) 111 50 57.50792(W)   ADJUSTED
 DF8411* NAD 83(2011) ELLIP HT-  1341.409 (meters)        (06/27/12)   ADJUSTED
 DF8411* NAD 83(2011) EPOCH   -  2010.00
 DF8411* NAVD 88 ORTHO HEIGHT -  1356.88  (meters)     4451.7   (feet) GPS OBS
 DF8411  ______________________________________________________________________
 DF8411  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF8411  GEOID HEIGHT    -        -15.376 (meters)                     GEOID99
 DF8411  GEOID HEIGHT    -        -15.415 (meters)                     GEOID18
 DF8411  NAD 83(2011) X  - -1,772,427.732 (meters)                     COMP
 DF8411  NAD 83(2011) Y  - -4,420,349.272 (meters)                     COMP
 DF8411  NAD 83(2011) Z  -  4,230,386.666 (meters)                     COMP
 DF8411  LAPLACE CORR    -          6.11  (seconds)                    DEFLEC18
 DF8411
 DF8411  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8411  Standards:
 DF8411         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8411            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8411  -------------------------------------------------------------------
 DF8411  NETWORK    0.48   1.31           0.22   0.17   0.67     -0.04419965
 DF8411  -------------------------------------------------------------------
 DF8411  Click here for local accuracies and other accuracy information.
 DF8411
 DF8411.This mark is at Logan-Cache Airport (LGU)
 DF8411
 DF8411.The horizontal coordinates were established by GPS observations
 DF8411.and adjusted by the National Geodetic Survey in June 2012.
 DF8411
 DF8411.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8411.been affixed to the stable North American tectonic plate. See 
 DF8411.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF8411
 DF8411.The horizontal coordinates are valid at the epoch date displayed above
 DF8411.which is a decimal equivalence of Year/Month/Day.
 DF8411
 DF8411.The orthometric height was determined by GPS observations and a
 DF8411.high-resolution geoid model.
 DF8411
 DF8411.GPS derived orthometric heights for airport stations designated as
 DF8411.PACS or SACS are published to 2 decimal places.  This maintains
 DF8411.centimeter relative accuracy between the PACS and SACS.  It does
 DF8411.not indicate centimeter accuracy relative to other marks which are
 DF8411.part of the published vertical control network.
 DF8411
 DF8411.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8411.GEOID18 height accuracy estimate available here.
 DF8411
 DF8411.Click photographs - Photos may exist for this station.
 DF8411
 DF8411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8411
 DF8411.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF8411
 DF8411.The ellipsoidal height was determined by GPS observations
 DF8411.and is referenced to NAD 83.
 DF8411
 DF8411. The following values were computed from the NAD 83(2011) position.
 DF8411
 DF8411;                    North         East     Units Scale Factor Converg.
 DF8411;SPC UT N     - 1,163,504.953   470,971.421   MT  1.00000361   -0 13 49.1
 DF8411;SPC UT N     - 3,817,265.83  1,545,178.74   sFT  1.00000361   -0 13 49.1
 DF8411;UTM  12      - 4,628,486.610   429,447.843   MT  0.99966125   -0 33 58.2
 DF8411
 DF8411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8411!SPC UT N     -   0.99978965  x   1.00000361  =   0.99979326
 DF8411!UTM  12      -   0.99978965  x   0.99966125  =   0.99945097
 DF8411
 DF8411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2944728486(NAD 83)
 DF8411
 DF8411                          SUPERSEDED SURVEY CONTROL
 DF8411
 DF8411  NAD 83(2007)-  41 48 18.39078(N)    111 50 57.50898(W) AD(2002.00) 0
 DF8411  ELLIP H (02/10/07) 1341.423  (m)                       GP(2002.00)    
 DF8411  NAD 83(1994)-  41 48 18.38979(N)    111 50 57.50740(W) AD(       ) 1
 DF8411  ELLIP H (10/14/03) 1341.457  (m)                       GP(       ) 4 2
 DF8411
 DF8411.Superseded values are not recommended for survey control.
 DF8411
 DF8411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8411.See file dsdata.pdf to determine how the superseded data were derived.
 DF8411
 DF8411_MARKER: DD = SURVEY DISK
 DF8411_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DF8411+WITH SETTING: PAVEMENT
 DF8411_SP_SET: CONCRETE TAXIWAY SIGN BASE
 DF8411_STAMPING: LGU D 2003
 DF8411_MARK LOGO: NGS
 DF8411_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8411+STABILITY: SURFACE MOTION
 DF8411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8411+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2003
 DF8411
 DF8411  HISTORY     - Date     Condition        Report By
 DF8411  HISTORY     - 20030805 MONUMENTED       NGS
 DF8411
 DF8411                          STATION DESCRIPTION
 DF8411
 DF8411'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (SEB)
 DF8411'THIS STATION IS LOCATED IN THE NORTHWEST PART OF LOGAN, ABOUT 23 MI
 DF8411'(37.0 KM) EAST OF INTERSTATE HIGHWAY 15, EXIT 387, AT THE WEST END OF
 DF8411'THE LOGAN CACHE AIRPORT, SOUTH OF RUNWAY 17 AND PARALLEL TAXIWAY B.
 DF8411'IT IS IN THE SOUTHWEST CORNER OF 10 X 2.5 FT (0.8 M) CONCRETE BASE
 DF8411'FOR RAMP SIGN AT THE INTERSECTION OF TAXIWAY B AND CONNECTOR TAXIWAY
 DF8411'B6 TO RUNWAY 17.  OWNERSHIP IS THE LOGAN CACHE AIRPORT AUTHORITY, 120
 DF8411'NORTH 100 WEST, LOGAN, UT 84321.  PHONE 435-752-5935.  AIRPORT
 DF8411'MANAGER IS SARAH ANN SKANCHY.  PHONE 435-716-7171.
 DF8411'
 DF8411'TO REACH THE STATION FROM THE JUNCTION OF UT 30 (200 NORTH ON US
 DF8411'HIGHWAY 91 (MAIN STREET) IN THE CENTER OF LOGAN, GO NORTH ON HIGHWAY
 DF8411'91 FOR 2.95 MI (4.75 KM) TO THE JUNCTION OF 2500 NORTH.  LEFT AND WEST
 DF8411'ON 2500 NORTH FOR 1.1 MI (1.8 KM) TO AIRPORT ENTRANCE ROAD ON THE
 DF8411'RIGHT.  TURN RIGHT AND CONTINUE NORTH ON THE ENTRANCE ROAD FOR 0.2 MI
 DF8411'(0.3 KM) TO ROAD LEADING SOUTH INTO SOUTH HANGAR AND APRON AREA.
 DF8411'RIGHT AND SOUTH THRU GATE TO SOUTH HANGAR AREA 0.1 MI (0.2 KM) TO AN
 DF8411'EAST-WEST TAXIWAY LEADING TO APRON.  LEFT AND EAST ON TAXIWAY TO
 DF8411'APRON.  LEFT ON APRON AND CONTINUE NW 0.2 MI (0.3 KM) TO TAXIWAY B ON
 DF8411'THE RIGHT.  RIGHT AND CONTINUE NORTHERLY ON TAXIWAY B 1.5 MI (2.4 KM)
 DF8411'TO INTERSECTION OF TAXIWAY B AND CONNECTOR TAXIWAY B4 AND STATION ON
 DF8411'THE LEFT.
 DF8411'
 DF8411'THE STATION IS 16.0 FT (4.9 M) WEST OF WEST EDGE TAXIWAY B PAVEMENT,
 DF8411'42 FT (12.8 M) SOUTHWEST OF THE JUNCTION OF TAXIWAY B AND CONNECTOR
 DF8411'TAXIWAY B4, 73 FT (22.3 M) NORTH OF THE NORTHEAST CORNER OF 10 X 2.5
 DF8411'SIGN BASE FOR TAXIWAY B AND B4.  THIS STATION HAS BEEN DESIGNATED AS A
 DF8411'SECONDARY AIRPORT CONTROL STATION OR SACS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0992 ***********************************************************************
 LO0992  DESIGNATION -  LIME
 LO0992  PID         -  LO0992
 LO0992  STATE/COUNTY-  UT/SALT LAKE
 LO0992  COUNTRY     -  US
 LO0992  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0992
 LO0992                         *CURRENT SURVEY CONTROL
 LO0992  ______________________________________________________________________
 LO0992* NAD 83(1994) POSITION- 40 48 29.00733(N) 111 53 24.89771(W)   ADJUSTED
 LO0992* NAVD 88 ORTHO HEIGHT -  1812.4   (meters)     5946.    (feet) VERTCON3
 LO0992  ______________________________________________________________________
 LO0992  GEOID HEIGHT    -        -16.616 (meters)                     GEOID18
 LO0992  LAPLACE CORR    -         18.60  (seconds)                    DEFLEC18
 LO0992  HORZ ORDER      -  FIRST
 LO0992
 LO0992.The horizontal coordinates were established by classical geodetic methods
 LO0992.and adjusted by the National Geodetic Survey in November 1997.
 LO0992
 LO0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0992
 LO0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0992.GEOID18 height accuracy estimate available here.
 LO0992
 LO0992.Click photographs - Photos may exist for this station.
 LO0992
 LO0992.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0992
 LO0992. The following values were computed from the NAD 83(1994) position.
 LO0992
 LO0992;                    North         East     Units Scale Factor Converg.
 LO0992;SPC UT C     - 2,274,827.932   467,069.915   MT  1.00004317   -0 14 59.9
 LO0992;SPC UT C     - 7,463,331.31  1,532,378.55   sFT  1.00004317   -0 14 59.9
 LO0992;UTM  12      - 4,517,831.244   424,911.439   MT  0.99966940   -0 34 54.6
 LO0992
 LO0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0992!SPC UT C     -   0.99971839  x   1.00004317  =   0.99976155
 LO0992!UTM  12      -   0.99971839  x   0.99966940  =   0.99938789
 LO0992
 LO0992:                Primary Azimuth Mark                     Grid Az
 LO0992:SPC UT C     -  LIME AZ MK                               077 06 55.6
 LO0992:UTM  12      -  LIME AZ MK                               077 26 50.3
 LO0992
 LO0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2491117831(NAD 83)
 LO0992
 LO0992|---------------------------------------------------------------------|
 LO0992| PID    Reference Object                     Distance      Geod. Az  |
 LO0992|                                                           dddmmss.s |
 LO0992| LO0998 SALT LAKE CITY E MICROWAVE           30.203 METERS 05243     |
 LO0992| CM5054 LIME AZ MK                                         0765155.7 |
 LO0992| LO1012 SALT LAKE CITY UTAH COMM MAST         9.100 METERS 08906     |
 LO0992| LO0974 EMIGRATION CANYON MICROWAVE         APPROX. 9.9 KM 1304606.8 |
 LO0992| CM5055 LIME RM 1                             7.489 METERS 13113     |
 LO0992| LO0996 SALT LAKE CITY ST CAPITOL DOME      APPROX. 3.4 KM 1770545.5 |
 LO0992| LO1003 ENSIGN PEAK MONUMENT                APPROX. 1.5 KM 1812834.6 |
 LO0992| LO0999 SALT LAKE CITY UTAH PWR S STK       APPROX. 4.2 KM 1855235.6 |
 LO0992| LO1014 SALT LAKE CITY ENVIROTECH TANK      APPROX. 5.1 KM 1921946.7 |
 LO0992| LO0997 SALT LAKE CITY UTAH PWR E STK       APPROX. 5.3 KM 2143050.0 |
 LO0992| CM5056 LIME RM 2                             9.042 METERS 21720     |
 LO0992| LP0405 UNIVERSITY UTAH TV KUED MAST        APPROX.31.9 KM 2255223.3 |
 LO0992| LO1005 SALT LAKE CITY MICROWAVE STA        157.271 METERS 23855     |
 LO0992| LO0990 AIRPORT BN SALT LAKE MUN APT 1      APPROX. 8.0 KM 2515553.1 |
 LO0992|---------------------------------------------------------------------|
 LO0992
 LO0992                          SUPERSEDED SURVEY CONTROL
 LO0992
 LO0992  NAD 83(1993)-  40 48 29.00700(N)    111 53 24.89763(W) AD(       ) 1
 LO0992  NAD 83(1986)-  40 48 28.99599(N)    111 53 24.88829(W) AD(       ) 1
 LO0992  NAD 27      -  40 48 29.19119(N)    111 53 22.11656(W) AD(       ) 1
 LO0992  NGVD 29 (07/19/86) 1811.4    (m)         5943.     (f) VERT ANG       
 LO0992
 LO0992.Superseded values are not recommended for survey control.
 LO0992
 LO0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0992.See file dsdata.pdf to determine how the superseded data were derived.
 LO0992
 LO0992_MARKER: DS = TRIANGULATION STATION DISK
 LO0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0992
 LO0992  HISTORY     - Date     Condition        Report By
 LO0992  HISTORY     - 1962     MONUMENTED       CGS
 LO0992  HISTORY     - 1963     GOOD             CGS
 LO0992  HISTORY     - 1973     GOOD             NGS
 LO0992
 LO0992                          STATION DESCRIPTION
 LO0992
 LO0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0992'THE STATION IS ABOUT 1/2 MILE SOUTH OF LIME CANYON, 3 MILES
 LO0992'NORTH OF THE STATE CAPITOL BUILDING IN SALT LAKE CITY, ON
 LO0992'THE HIGHEST POINT OF A BARE RIDGE OCCUPIED BY THE EAST ONE
 LO0992'OF THREE MICRO-WAVE BUILDINGS.
 LO0992'
 LO0992'TO REACH THE STATION FROM THE INTERSECTION OF 2ND. STREET
 LO0992'NORTH AND STATE STREET, JUST SOUTH OF THE CAPITOL BUILDING,
 LO0992'IN SALT LAKE CITY, GO EAST ON 2ND. NORTH STREET FOR 0.1 MILE
 LO0992'TO EAST CAPITOL STREET.  TURN LEFT AND GO NORTH ON EAST CAPITOL
 LO0992'STREET FOR 0.3 MILE TO A 3-WAY FORK AT 4TH. STREET NORTH.  TAKE
 LO0992'THE MIDDLE FORK AND CONTINUE EAST FOR 0.5 MILE TO BRAEKWICK
 LO0992'ROAD.  TURN LEFT AND GO 0.15 MILE TO DORCHESTER DRIVE. TURN
 LO0992'LEFT AND GO 0.05 MILE TO THE END OF THE PAVED STREET.
 LO0992'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO THE MAIN GRAVELED ROAD
 LO0992'ON THE RIGHT.  TURN RIGHT AND GO 0.6 MILE TO A LOCKED
 LO0992'GATE.  (KEY FOR THIS GATE CAN BE OBTAINED FROM JIM SOTER
 LO0992'AT 755 GUARDSMAN WAY, SALT LAKE CITY) PASS THROUGH THE
 LO0992'GATE AND CONTINUE ON THE MAIN ROAD, UP GRADE FOR 1.0
 LO0992'MILE TO A MICROWAVE STATION ON THE LEFT AT A CROSSROADS.  TURN
 LO0992'RIGHT AND CONTINUE ON THE MAIN ROAD FOR 0.5 MILE TO A
 LO0992'MICRO-WAVE BUILDING AND THE STATION ON THE LEFT.
 LO0992'CONTINUE EASTERLY FOR 0.35 MILE TO THE AZIMUTH MARK ON
 LO0992'THE LEFT.
 LO0992'
 LO0992'THE STATION MARK IS A STANDARD DISK, STAMPED LIME 1962, SET
 LO0992'IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 5
 LO0992'INCHES.  IT IS 3.9 FEET WEST OF A WITNESS POST, 10.2 FEET
 LO0992'NORTHWEST OF THE CENTERLINE OF THE ROAD AND 131.2 FEET SOUTHWEST
 LO0992'OF A TRANSFORMER POLE.
 LO0992'
 LO0992'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LIME NO 1 1962,
 LO0992'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 LO0992'3 INCHES.  IT IS 14.1 FEET SOUTH OF THE CENTERLINE OF THE
 LO0992'ROAD AND ABOUT 1 FOOT LOWER THAN THE STATION.
 LO0992'
 LO0992'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LIME NO 2 1962,
 LO0992'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 LO0992'5 INCHES.  IT IS 8.9 FEET NORTHWEST OF THE CENTERLINE OF THE
 LO0992'ROAD AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 LO0992'
 LO0992'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LIME 1962,
 LO0992'CEMENTED IN A DRILL HOLE IN A 1 BY 1-1/2 FOOT ROCK OUTCROP
 LO0992'PROJECTING 6 INCHES.  IT IS ABOUT 150 YARDS WEST AND 50 FEET
 LO0992'LOWER THAN THE HIGHEST POINT OF A HILL, 75 YARDS EAST OF
 LO0992'A SADDLE, 13.8 FEET NORTH OF THE CENTERLINE OF THE ROAD AND
 LO0992'3.3 FEET NORTHEAST OF A WITNESS POST.
 LO0992
 LO0992                          STATION RECOVERY (1963)
 LO0992
 LO0992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LFW)
 LO0992'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 LO0992'THE STATION WAS VISITED ONLY AT NIGHT AND NO ATTEMPT WAS
 LO0992'MADE TO VERIFY THE DISTANCES AND DIRECTIONS TO THE REFERENCE
 LO0992'MARKS.
 LO0992
 LO0992                          STATION RECOVERY (1973)
 LO0992
 LO0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0992'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 LO0992'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 LO0992'AND DIRECTION TO ALL THE MARKS COMPARED FAVORABLY WITH THE 1962
 LO0992'OBSERVATIONS.  THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE
 LO0992'GROUND, THEREFORE A REFERENCE MARK 3 WAS ESTABLISHED FOR AN
 LO0992'AZIMUTH AT THIS DATE.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 LO0992'
 LO0992'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF SALT LAKE CITY,
 LO0992'ON THE HIGHEST POINT OF A BARE RIDGE THAT HAS A NUMBER OF ANTENNA
 LO0992'INSTALLATIONS ON IT.  THE PROPERTY IS OWNED BY UTAH COMMUNICATIONS
 LO0992'INCORPORATED, 1202 SOUTH 200 WEST, SALT LAKE CITY, UTAH, PHONE
 LO0992'NUMBER 486-0161.
 LO0992'
 LO0992'TO REACH THE STATION FROM THE INTERSECTION OF EAST CAPITOL
 LO0992'BOULEVARD, (180 EAST) AND EDGCOMBE DRIVE, (800 NORTH), GO WEST ON
 LO0992'EDGCOMBE DRIVE FOR 0.2 MILE TO THE INTERSECTION OF DORCHESTER
 LO0992'DRIVE, (880 NORTH).  TURN LEFT AND GO WESTERLY ON DORCHESTER
 LO0992'DRIVE FOR 0.2 MILE TO THE END OF THE PAVEMENT.  TAKE THE SECOND
 LO0992'TRACK ROAD AND GO NORTH FOR 0.6 MILE TO A GATE.  PASS THROUGH
 LO0992'THE GATE AND CONTINUE UP HILL, NORTHERLY, FOR 1.0 MILES TO A
 LO0992'T-INTERSECTION AND A MICROWAVE TOWER ON THE LEFT.  TURN RIGHT
 LO0992'AND CLIMB SOUTHEASTERLY ON THE TRACK ROAD FOR 0.3 MILE TO A
 LO0992'FORK.  (TO REACH THE AZIMUTH MARK TAKE THE RIGHT FORK AND
 LO0992'CONTINUE NORTHEASTERLY ON THE TRACK ROAD FOR 0.3 MILE TO
 LO0992'THE AZIMUTH MARK ON THE LEFT.  CONTINUE UP HILL EASTERLY ON
 LO0992'THE TRACK ROAD FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT
 LO0992'FORK AND GO SOUTH AND SOUTHWEST ON THE TRACK ROAD FOR 0.3
 LO0992'MILE TO REFERENCE MARK 3 ON THE LEFT.) TAKE THE LEFT FORK AND
 LO0992'GO UP HILL FOR 0.1 MILE TO THE UTAH COMMUNICATIONS
 LO0992'INCORPORATED, RADIO MAST AND THE STATION AS DESCRIBED.
 LO0992'
 LO0992'THE STATION MARK IS A STANDARD DISK STAMPED LIME 1962, SET IN
 LO0992'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 LO0992'INCHES ABOVE THE GROUND SURFACE.  IT IS 35 FEET NORTH-NORTHWEST
 LO0992'OF THE CENTER OF THE TRACK ROAD, 21.4 FEET WEST OF THE NORTHWEST
 LO0992'CORNER OF A CEMENT BLOCK BUILDING AND 4 FEET WEST OF A METAL
 LO0992'WITNESS POST WITH SIGN.
 LO0992'
 LO0992'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LIME NO 1 1962, SET
 LO0992'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LO0992'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 23.7 FEET SOUTH OF THE
 LO0992'NORTHWEST CORNER OF THE CEMENT BLOCK BUILDING AND 11 FEET
 LO0992'NORTH-NORTHWEST OF THE CENTER OF THE TRACK ROAD.
 LO0992'
 LO0992'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LIME NO 2 1962, SET
 LO0992'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 LO0992'INCHES ABOVE THE GROUND SURFACE.  IT IS 38 FEET NORTH-NORTHWEST
 LO0992'OF THE CENTER OF THE TRACK ROAD, 33 FEET SOUTH OF THE METAL
 LO0992'WITNESS POST WITH SIGN AND 4 FEET NORTHWEST OF A METAL FENCE POST.
 LO0992'
 LO0992'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LIME NO 3 1962 1973,
 LO0992'SET IN THE TOP OF A 4-INCH SOIL PIPE THAT PROJECTS 8 INCHES ABOVE
 LO0992'THE GROUND SURFACE.  IT IS 11 FEET SOUTH OF THE CENTER OF THE
 LO0992'TRACK ROAD, 3.4 FEET NORTH OF A METAL WITNESS POST WITH SIGN AND
 LO0992'2 FEET WEST OF A SMALL CAIRN.
 LO0992'
 LO0992'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LIME 1962, CEMENTED
 LO0992'IN A DRILL HOLE IN A 1X2-FOOT BOULDER THAT IS ON AN EXTENDED
 LO0992'LINE OF 2ND EAST IN THE CITY.  IT IS 63 FEET SOUTH OF THE CENTER
 LO0992'OF A TRACK ROAD AND 15 FEET NORTH OF THE CENTER OF A TRACK ROAD.
 LO0992'
 LO0992'GEODIMETER DISTANCE TO R.M. 3 WAS REDUCED TO SEA LEVEL.
 LO0992'
 LO0992'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO0992'3 MILES NORTH OF SALT LAKE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0594 ***********************************************************************
 LN0594  DESIGNATION -  LIME
 LN0594  PID         -  LN0594
 LN0594  STATE/COUNTY-  UT/UINTAH
 LN0594  COUNTRY     -  US
 LN0594  USGS QUAD   -  ISLAND PARK (2017)
 LN0594
 LN0594                         *CURRENT SURVEY CONTROL
 LN0594  ______________________________________________________________________
 LN0594* NAD 83(1994) POSITION- 40 33 51.65300(N) 109 08 59.36142(W)   ADJUSTED
 LN0594* NAVD 88 ORTHO HEIGHT -  1831.9   (meters)     6010.    (feet) VERTCON3
 LN0594  ______________________________________________________________________
 LN0594  GEOID HEIGHT    -        -15.559 (meters)                     GEOID18
 LN0594  LAPLACE CORR    -          4.00  (seconds)                    DEFLEC18
 LN0594  HORZ ORDER      -  FIRST
 LN0594
 LN0594.The horizontal coordinates were established by classical geodetic methods
 LN0594.and adjusted by the National Geodetic Survey in November 1997.
 LN0594
 LN0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0594
 LN0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0594.GEOID18 height accuracy estimate available here.
 LN0594
 LN0594.Click photographs - Photos may exist for this station.
 LN0594
 LN0594.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0594
 LN0594. The following values were computed from the NAD 83(1994) position.
 LN0594
 LN0594;                    North         East     Units Scale Factor Converg.
 LN0594;SPC UT C     - 2,250,306.989   699,001.886   MT  0.99997982   +1 30 19.7
 LN0594;SPC UT C     - 7,382,882.18  2,293,308.69   sFT  0.99997982   +1 30 19.7
 LN0594;SPC UT C     - 7,382,882.18  2,293,308.69   sFT  0.99997982   +1 30 19.7
 LN0594;SPC UT N     - 1,028,345.377   699,010.128   MT  1.00002807   +1 32 58.6
 LN0594;SPC UT N     - 3,373,829.79  2,293,335.73   sFT  1.00002807   +1 32 58.6
 LN0594;SPC UT C     - 2,250,306.989   699,001.886   MT  0.99997982   +1 30 19.7
 LN0594;UTM  12      - 4,492,042.237   656,627.027   MT  0.99990197   +1 12 12.3
 LN0594
 LN0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0594!SPC UT C     -   0.99971516  x   0.99997982  =   0.99969498
 LN0594!SPC UT N     -   0.99971516  x   1.00002807  =   0.99974322
 LN0594!SPC UT C     -   0.99971516  x   0.99997982  =   0.99969498
 LN0594!UTM  12      -   0.99971516  x   0.99990197  =   0.99961716
 LN0594
 LN0594:                Primary Azimuth Mark                     Grid Az
 LN0594:SPC UT C     -  LIME AZ MK                               200 24 05.9
 LN0594:SPC UT N     -  LIME AZ MK                               200 21 27.0
 LN0594:SPC UT C     -  LIME AZ MK                               200 24 05.9
 LN0594:UTM  12      -  LIME AZ MK                               200 42 13.3
 LN0594
 LN0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK5662792042(NAD 83)
 LN0594
 LN0594|---------------------------------------------------------------------|
 LN0594| PID    Reference Object                     Distance      Geod. Az  |
 LN0594|                                                           dddmmss.s |
 LN0594| CP5690 LIME AZ MK                                         2015425.6 |
 LN0594| CP5691 LIME RM 1                            13.122 METERS 21236     |
 LN0594| CP5692 LIME RM 2                             7.857 METERS 30351     |
 LN0594|---------------------------------------------------------------------|
 LN0594
 LN0594                          SUPERSEDED SURVEY CONTROL
 LN0594
 LN0594  NAD 83(1993)-  40 33 51.65041(N)    109 08 59.35649(W) AD(       ) 1
 LN0594  NAD 83(1992)-  40 33 51.63603(N)    109 08 59.34977(W) AD(       ) 1
 LN0594  NAD 83(1986)-  40 33 51.63570(N)    109 08 59.34992(W) AD(       ) 1
 LN0594  NAD 27      -  40 33 51.76800(N)    109 08 56.90100(W) AD(       ) 1
 LN0594  NGVD 29 (07/19/86) 1830.7    (m)         6006.     (f) VERT ANG       
 LN0594
 LN0594.Superseded values are not recommended for survey control.
 LN0594
 LN0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0594.See file dsdata.pdf to determine how the superseded data were derived.
 LN0594
 LN0594_MARKER: DS = TRIANGULATION STATION DISK
 LN0594_SETTING: 66 = SET IN ROCK OUTCROP
 LN0594_STAMPING: LIME 1946
 LN0594_MARK LOGO: CGS
 LN0594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0594+STABILITY: POSITION/ELEVATION WELL
 LN0594
 LN0594  HISTORY     - Date     Condition        Report By
 LN0594  HISTORY     - 1946     MONUMENTED       CGS
 LN0594
 LN0594                          STATION DESCRIPTION
 LN0594
 LN0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0594'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW, FLAT-TOPPED,
 LN0594'JUNIPER-COVERED HILL, ON THE EAST SIDE OF LIME KILN DRAW WHICH
 LN0594'SLOPES GRADUALLY TO THE SOUTH AND DROPS OFF ABRUPTLY TO THE
 LN0594'NORTH AND WEST.  IT IS IN THE DINOSAUR NATIONAL MONUMENT, 28
 LN0594'MILES AIR LINE NORTHEAST OF VERNAL, 17 MILES AIR LINE NORTH AND
 LN0594'EAST OF JENSEN, 3.5 MILES AIR LINE NORTHEAST OF ISLAND PARK, 3
 LN0594'PACES WEST OF THE EDGE OF THE RIM, SET IN OUTCROPPING BEDROCK
 LN0594'APPROXIMATELY 4 INCHES BELOW GROUND SURFACE, AND IS
 LN0594'STAMPED--LIME 1946.
 LN0594'
 LN0594'REFERENCE MARK NO. 1 IS APPROXIMATELY 30 INCHES LOWER THAN THE
 LN0594'STATION, SET IN OUTCROPPING BEDROCK FLUSH WITH GROUND AND
 LN0594'STAMPED--LIME NO 1 1946.
 LN0594'
 LN0594'REFERENCE MARK NO. 2 IS 8 INCHES LOWER THAN STATION, SET IN
 LN0594'OUTCROPPING BEDROCK FLUSH WITH GROUND AND STAMPED--LIME NO 2
 LN0594'1946.
 LN0594'
 LN0594'AZIMUTH MARK IS A U.S.G.L.O. SURVEY MARK, 32 PACES WEST-NORTHWEST
 LN0594'OF CENTER LINE OF ROAD, 4 PACES NORTHWEST OF SMALL, BLAZED
 LN0594'CEDAR TREE, 14 INCHES NORTH OF AN OLD STUMP, AND CONSISTS OF
 LN0594'A 2 INCH PIPE DRIVEN IN THE GROUND AND STAMPED--T3S R24E R25E
 LN0594'S24 S19 S25 S30 DNM 1939.
 LN0594'
 LN0594'TO REACH FROM VERNAL, GO NORTH ON STATE HIGHWAY 44 FOR 0.5
 LN0594'MILE TO A CROSSROAD.  TURN RIGHT (E) FOR 5.05 MILES TO A Y
 LN0594'INTERSECTION JUST AFTER CROSSING A SMALL WOODEN BRIDGE.  TAKE
 LN0594'LEFT FORK FOR 6.05 MILES TO FORK AT TOP OF SMALL HILL.  TAKE
 LN0594'RIGHT FORK FOR 1.5 MILES TO A FORK AT GATE.  TAKE RIGHT FORK FOR
 LN0594'1.3 MILES TO FORK.  TAKE LEFT FORK ACROSS BRUSH CREEK AND GO
 LN0594'9.9 MILES TO SIGN--DINOSAUR NATIONAL MONUMENT BOUNDARY LINE AND
 LN0594'G.L.O. SECTION CORNER MARKER (IRON PIPE).  CONTINUE ON MAIN
 LN0594'TRAVELED ROAD FOR 5.7 MILES TO A DIM TRACK ROAD LEFT UP DRAW.
 LN0594'TURN LEFT (N) UP DRAW FOR 0.7 MILE TO A DAM ACROSS DRAW AND
 LN0594'END OF TRACK TRAVEL.  PACK EAST ACROSS DRAW TO TOP OF RIDGE.
 LN0594'FROM HERE, STATION SITE CAN BE SEEN ON A FLAT-TOPPED HILL
 LN0594'ACROSS THE DRAW AND TO THE NORTHEAST.  PACK DOWN SLOPE TO THE
 LN0594'SOUTHERN END OF GRADUAL SLOPE OF THE FLAT-TOPPED HILL.  THENCE
 LN0594'NORTH TO HIGHEST POINT AND STATION SITE.  ABOUT A 1-1/2 HOUR
 LN0594'PACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1009 ***********************************************************************
 LO1009  DESIGNATION -  LIME RM 3 AZIMUTH
 LO1009  PID         -  LO1009
 LO1009  STATE/COUNTY-  UT/SALT LAKE
 LO1009  COUNTRY     -  US
 LO1009  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO1009
 LO1009                         *CURRENT SURVEY CONTROL
 LO1009  ______________________________________________________________________
 LO1009* NAD 83(1994) POSITION- 40 48 26.35497(N) 111 52 57.65093(W)   ADJUSTED
 LO1009* NAVD 88 ORTHO HEIGHT -  1871.5   (meters)     6140.    (feet) VERTCON3
 LO1009  ______________________________________________________________________
 LO1009  GEOID HEIGHT    -        -16.573 (meters)                     GEOID18
 LO1009  LAPLACE CORR    -         13.66  (seconds)                    DEFLEC18
 LO1009  HORZ ORDER      -  SECOND
 LO1009
 LO1009.The horizontal coordinates were established by classical geodetic methods
 LO1009.and adjusted by the National Geodetic Survey in November 1997.
 LO1009
 LO1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1009
 LO1009.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1009.GEOID18 height accuracy estimate available here.
 LO1009
 LO1009.Click photographs - Photos may exist for this station.
 LO1009
 LO1009.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1009
 LO1009. The following values were computed from the NAD 83(1994) position.
 LO1009
 LO1009;                    North         East     Units Scale Factor Converg.
 LO1009;SPC UT C     - 2,274,743.352   467,708.212   MT  1.00004295   -0 14 42.5
 LO1009;SPC UT C     - 7,463,053.81  1,534,472.69   sFT  1.00004295   -0 14 42.5
 LO1009;UTM  12      - 4,517,743.002   425,548.997   MT  0.99966822   -0 34 36.7
 LO1009
 LO1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1009!SPC UT C     -   0.99970912  x   1.00004295  =   0.99975206
 LO1009!UTM  12      -   0.99970912  x   0.99966822  =   0.99937744
 LO1009
 LO1009:                Primary Azimuth Mark                     Grid Az
 LO1009:SPC UT C     -  LIME                                     277 32 53.9
 LO1009:UTM  12      -  LIME                                     277 52 48.1
 LO1009
 LO1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2554817743(NAD 83)
 LO1009
 LO1009|---------------------------------------------------------------------|
 LO1009| PID    Reference Object                     Distance      Geod. Az  |
 LO1009|                                                           dddmmss.s |
 LO1009| LO1006 CITY CREEK                          145.087 METERS 09415     |
 LO1009| LO0996 SALT LAKE CITY ST CAPITOL DOME      APPROX. 3.4 KM 1875902.1 |
 LO1009| LO1002 SALT LAKE CITY TEMPLE E SPIRE       APPROX. 4.2 KM 1902655.3 |
 LO1009| LO1000 SALT LAKE CITY TEMPLE W SPIRE       APPROX. 4.2 KM 1910357.9 |
 LO1009| LO0992 LIME                                APPROX. 0.6 KM 2771811.4 |
 LO1009|---------------------------------------------------------------------|
 LO1009
 LO1009                          SUPERSEDED SURVEY CONTROL
 LO1009
 LO1009  NAD 83(1993)-  40 48 26.35467(N)    111 52 57.65078(W) AD(       ) 2
 LO1009  NAD 83(1986)-  40 48 26.34358(N)    111 52 57.64138(W) AD(       ) 2
 LO1009  NAD 27      -  40 48 26.53872(N)    111 52 54.87085(W) AD(       ) 2
 LO1009  NGVD 29 (07/19/86) 1870.5    (m)         6137.     (f) VERT ANG       
 LO1009
 LO1009.Superseded values are not recommended for survey control.
 LO1009
 LO1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1009.See file dsdata.pdf to determine how the superseded data were derived.
 LO1009
 LO1009_MARKER: DR = REFERENCE MARK DISK
 LO1009_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 LO1009_STAMPING: LIME NO 3 1962 1973
 LO1009_MARK LOGO: NGS
 LO1009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO1009
 LO1009  HISTORY     - Date     Condition        Report By
 LO1009  HISTORY     - 1973     MONUMENTED       NGS
 LO1009  HISTORY     - 1974     GOOD             NGS
 LO1009
 LO1009                          STATION DESCRIPTION
 LO1009
 LO1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LO1009'3 MILES NORTH OF DOWNTOWN SALT LAKE CITY ON THE HIGHEST POINT
 LO1009'NEAR THE WEST END OF A BARE RIDGE, 11 FEET SOUTH OF THE CENTER
 LO1009'OF A TRACK ROAD, 3.4 FEET NORTH OF A METAL WITNESS POST WITH SIGN
 LO1009'AND 2 FEET WEST OF A SMALL CAIRN.  CAN BE REACHED BY FOLLOWING
 LO1009'THE DESCRIPTION TO TRIANGULATION STATION LIME 1962.
 LO1009'
 LO1009'A TRAVERSE CONNECTION BY GEODIMETER WAS MADE TO STATION LIME
 LO1009'1962 THE DISTANCE BEING 643.840 METERS (2112.33 FT.) EAST OF
 LO1009'LIME.  A GEODIMETER TRAVERSE CONNECTION WAS ALSO MADE TO
 LO1009'TRIANGULATION STATION CITY CREEK 1893 THE DISTANCE BEING 145.081
 LO1009'METERS (475.987 FT.) WEST OF CITY CREEK.
 LO1009'
 LO1009'TO REACH THE STATION FROM THE INTERSECTION OF EAST CAPITOL
 LO1009'BOULEVARD, (180 EAST) AND EDGCOMBE DRIVE, (800 NORTH), GO WEST ON
 LO1009'EDGCOMBE DRIVE FOR 0.2 MILE TO THE INTERSECTION OF DORCHESTER
 LO1009'DRIVE, (880 NORTH).  TURN LEFT AND GO WESTERLY ON DORCHESTER
 LO1009'DRIVE FOR 0.2 MILE TO THE END OF THE PAVEMENT.  TAKE THE SECOND
 LO1009'TRACK ROAD AND GO NORTH FOR 0.6 MILE TO A GATE.  PASS THROUGH
 LO1009'THE GATE AND CONTINUE UP HILL, NORTHERLY, FOR 1.0 MILES TO A
 LO1009'T-INTERSECTION AND A MICROWAVE TOWER ON THE LEFT.  TURN RIGHT
 LO1009'AND CLIMB SOUTHEASTERLY ON THE TRACK ROAD FOR 0.3 MILE TO A
 LO1009'FORK.  (TO REACH LIME AZIMUTH MARK TAKE THE RIGHT FORK AND
 LO1009'CONTINUE NORTHEASTERLY ON THE TRACK ROAD FOR 0.3 MILE TO
 LO1009'THE MARK ON THE LEFT.  CONTINUE UP HILL EASTERLY ON
 LO1009'THE TRACK ROAD FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT
 LO1009'FORK AND GO SOUTH AND SOUTHWEST ON THE TRACK ROAD FOR 0.3
 LO1009'MILE TO THE STATION MARK ON THE LEFT.)
 LO1009'
 LO1009'THE MARK IS A STANDARD REFERENCE MARK DISK STAMPED LIME NO 3
 LO1009'1962 1973 SET IN THE TOP OF A 4-INCH SOIL PIPE PROJECTING 8 INCHES
 LO1009'ABOVE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0662 ***********************************************************************
 MR0662  DESIGNATION -  LIMESTONE
 MR0662  PID         -  MR0662
 MR0662  STATE/COUNTY-  UT/RICH
 MR0662  COUNTRY     -  US
 MR0662  USGS QUAD   -  WOODRUFF (2017)
 MR0662
 MR0662                         *CURRENT SURVEY CONTROL
 MR0662  ______________________________________________________________________
 MR0662* NAD 83(1994) POSITION- 41 35 59.44197(N) 111 13 47.67116(W)   ADJUSTED
 MR0662* NAVD 88 ORTHO HEIGHT -  2229.2   (meters)     7314.    (feet) VERTCON3
 MR0662  ______________________________________________________________________
 MR0662  GEOID HEIGHT    -        -14.986 (meters)                     GEOID18
 MR0662  LAPLACE CORR    -          0.56  (seconds)                    DEFLEC18
 MR0662  HORZ ORDER      -  SECOND
 MR0662
 MR0662.The horizontal coordinates were established by classical geodetic methods
 MR0662.and adjusted by the National Geodetic Survey in November 1997.
 MR0662
 MR0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0662
 MR0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0662.GEOID18 height accuracy estimate available here.
 MR0662
 MR0662.Click photographs - Photos may exist for this station.
 MR0662
 MR0662.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0662
 MR0662. The following values were computed from the NAD 83(1994) position.
 MR0662
 MR0662;                    North         East     Units Scale Factor Converg.
 MR0662;SPC UT N     - 1,140,683.742   522,516.329   MT  0.99997537   +0 10 41.1
 MR0662;SPC UT N     - 3,742,393.24  1,714,288.99   sFT  0.99997537   +0 10 41.1
 MR0662;UTM  12      - 4,605,374.547   480,840.683   MT  0.99960452   -0 09 09.5
 MR0662
 MR0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0662!SPC UT N     -   0.99965283  x   0.99997537  =   0.99962821
 MR0662!UTM  12      -   0.99965283  x   0.99960452  =   0.99925749
 MR0662
 MR0662:                Primary Azimuth Mark                     Grid Az
 MR0662:SPC UT N     -  LIMESTONE AZ MK                          161 35 51.3
 MR0662:UTM  12      -  LIMESTONE AZ MK                          161 55 41.9
 MR0662
 MR0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM8084005374(NAD 83)
 MR0662
 MR0662|---------------------------------------------------------------------|
 MR0662| PID    Reference Object                     Distance      Geod. Az  |
 MR0662|                                                           dddmmss.s |
 MR0662| CM5058 LIMESTONE RM 1                       12.917 METERS 00701     |
 MR0662| CM5057 LIMESTONE AZ MK                                    1614632.4 |
 MR0662| CM5059 LIMESTONE RM 2                       12.100 METERS 19122     |
 MR0662|---------------------------------------------------------------------|
 MR0662
 MR0662                          SUPERSEDED SURVEY CONTROL
 MR0662
 MR0662  NAD 83(1993)-  41 35 59.44176(N)    111 13 47.67117(W) AD(       ) 2
 MR0662  NAD 83(1986)-  41 35 59.42918(N)    111 13 47.66180(W) AD(       ) 2
 MR0662  NAD 27      -  41 35 59.63770(N)    111 13 44.94660(W) AD(       ) 2
 MR0662  NGVD 29 (08/09/96) 2227.8    (m)         7309.     (f) VERT ANG       
 MR0662  NGVD 29 (07/19/86) 2228.1    (m)         7310.     (f) VERT ANG       
 MR0662
 MR0662.Superseded values are not recommended for survey control.
 MR0662
 MR0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0662.See file dsdata.pdf to determine how the superseded data were derived.
 MR0662
 MR0662_MARKER: DS = TRIANGULATION STATION DISK
 MR0662_SETTING: 66 = SET IN ROCK OUTCROP
 MR0662
 MR0662  HISTORY     - Date     Condition        Report By
 MR0662  HISTORY     - 1909     MONUMENTED       USGS
 MR0662  HISTORY     - 1969     GOOD             USGS
 MR0662
 MR0662                          STATION DESCRIPTION
 MR0662
 MR0662'DESCRIBED BY US GEOLOGICAL SURVEY 1909 (JCC)
 MR0662'STATION IS ON THE HIGHEST POINT OF LIMESTONE PEAK WHICH IS THE
 MR0662'HIGHEST PEAK IN THE VICINITY.  IT IS ABOUT 4-1/2 MILES SOUTHWEST
 MR0662'OF RANDOLPH, 6-1/2 MILES NORTHWEST OF WOODRUFF AND 4-1/2 MILES
 MR0662'WEST OF BEAR RIVER.
 MR0662'
 MR0662'TO REACH THE STATION FROM THE POST OFFICE IN RANDOLPH GO SOUTH ON
 MR0662'STATE HIGHWAY 3 FOR 2.6 MILES TO A GRAVELED SIDE ROAD RIGHT.
 MR0662'TURN RIGHT AND GO WEST ON THE GRAVELED ROAD FOR 0.7 MILE TO A
 MR0662'CATTLE GUARD.  CONTINUE AHEAD ON THE MAIN ROAD FOR 0.7 MILE
 MR0662'TO A TRACK ROAD LEFT.  TURN LEFT AND GO SOUTHERLY ON THE TRACK
 MR0662'ROAD FOR 1.0 MILE TO A FORK.  KEEP THE LEFT FORK AND GO 0.8
 MR0662'MILE TO A WIRE GATE.  PASS THROUGH AND CONTINUE ON THE MAIN
 MR0662'ROAD FOR 0.9 MILE TO A REVERSE FORK ON THE LEFT.  CONTINUE
 MR0662'SOUTHWESTERLY ON THE MAIN ROAD FOR 0.2 MILE TO A WIRE GATE.  PASS
 MR0662'THROUGH AND TAKE THE RIGHT FORK FOR 0.7 MILE TO A FORK.
 MR0662'TAKE THE RIGHT FORK AND GO 0.1 MILE TO A WIRE GATE.  PASS
 MR0662'THROUGH AND TURN LEFT ALONG THE TRACK ROAD FOR 0.15 MILE TO A
 MR0662'WIRE GATE.  PASS THROUGH AND CONTINUE WEST ALONG THE NORTH SIDE
 MR0662'OF A FENCE FOR 0.45 MILE TO A FENCE CORNER ON THE LEFT.
 MR0662'CONTINUE ON THE TRACK ROAD FOR 0.1 MILE.  HERE TURN SHARP
 MR0662'RIGHT AND FOLLOW SOME VERY DIM TRACKS NORTHEASTERLY FOR 0.5
 MR0662'MILE TO THE TOP OF THE FIRST SADDLE AND ABOUT 0.1 MILE BEFORE
 MR0662'REACHING A WIRE FENCE.  HERE TURN LEFT OFF DIM TRACKS AND
 MR0662'GO NORTHWEST TOWARD A SADDLE IN RIDGE BETWEEN STATION HILL
 MR0662'AND ROCKY HILL TO THE SOUTH FOR 0.2 MILE TO THE SADDLE.
 MR0662'THEN TURN RIGHT UP VERY STEEP SLOPE FOR 0.1 MILE TO THE
 MR0662'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHERLY FOR 0.25
 MR0662'MILE TO THE HIGHEST POINT AND THE STATION.
 MR0662'
 MR0662'STATION MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK, STAMPED
 MR0662'LIMESTONE 1960, CEMENTED IN A DRILL HOLE IN A 1 FOOT BY 2 FOOT
 MR0662'ROCK OUTCROP PROJECTING 3 INCHES.  IT IS 2 FEET WEST OF A
 MR0662'SMALL ROCK CAIRN.
 MR0662'
 MR0662'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LIMESTONE USGS
 MR0662'NO 1 1962, CEMENTED IN A DRILL HOLE IN A 2 FOOT BY 3 FOOT
 MR0662'ROCK OUTCROP PROJECTING 4 INCHES TO THE EAST AND 18 INCHES TO
 MR0662'THE WEST.  IT IS 43.5 FEET NORTH OF THE ROCK CAIRN AND ABOUT 1
 MR0662'FOOT LOWER THAN THE STATION.
 MR0662'
 MR0662'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LIMESTONE USGS NO 2
 MR0662'1962, CEMENTED IN A DRILL HOLE IN A 1 FOOT BY 2 FOOT ROCK
 MR0662'OUTCROP PROJECTING 4 INCHES.  IT IS 41 FEET SOUTH OF THE
 MR0662'ROCK CAIRN AND ABOUT 1 FOOT LOWER THAN THE STATION.
 MR0662'
 MR0662'AZIMUTH MARK IS A STANDARD DISK, STAMPED LIMESTONE USGS 1962,
 MR0662'CEMENTED IN A DRILL HOLE IN A 4 FOOT BY 6 FOOT ROCK OUTCROP
 MR0662'PROJECTING 2 INCHES.  IT IS 1 FOOT NORTHWEST OF A ROCK CAIRN.
 MR0662
 MR0662                          STATION RECOVERY (1969)
 MR0662
 MR0662'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MR0662'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 41111-1,
 MR0662'STATION 1005.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0611 ***********************************************************************
 LN0611  DESIGNATION -  LIMESTONE
 LN0611  PID         -  LN0611
 LN0611  STATE/COUNTY-  UT/UINTAH
 LN0611  COUNTRY     -  US
 LN0611  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0611
 LN0611                         *CURRENT SURVEY CONTROL
 LN0611  ______________________________________________________________________
 LN0611* NAD 83(1994) POSITION- 40 44 44.15310(N) 109 22 52.70189(W)   ADJUSTED
 LN0611* NAVD 88 ORTHO HEIGHT -  2827.5   (meters)     9277.    (feet) VERTCON3
 LN0611  ______________________________________________________________________
 LN0611  GEOID HEIGHT    -        -14.072 (meters)                     GEOID18
 LN0611  LAPLACE CORR    -         -9.58  (seconds)                    DEFLEC18
 LN0611  HORZ ORDER      -  THIRD
 LN0611
 LN0611.The horizontal coordinates were established by classical geodetic methods
 LN0611.and adjusted by the National Geodetic Survey in November 1997.
 LN0611
 LN0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0611
 LN0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0611.GEOID18 height accuracy estimate available here.
 LN0611
 LN0611.Click photographs - Photos may exist for this station.
 LN0611
 LN0611.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0611
 LN0611. The following values were computed from the NAD 83(1994) position.
 LN0611
 LN0611;                    North         East     Units Scale Factor Converg.
 LN0611;SPC UT C     - 2,269,939.027   678,928.109   MT  1.00002519   +1 21 25.9
 LN0611;SPC UT C     - 7,447,291.62  2,227,449.97   sFT  1.00002519   +1 21 25.9
 LN0611;UTM  12      - 4,511,776.830   636,659.453   MT  0.99982987   +1 03 24.1
 LN0611
 LN0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0611!SPC UT C     -   0.99955887  x   1.00002519  =   0.99958404
 LN0611!UTM  12      -   0.99955887  x   0.99982987  =   0.99938881
 LN0611
 LN0611:                Primary Azimuth Mark                     Grid Az
 LN0611:SPC UT C     -  9719=LENA                                326 46 25.0
 LN0611:UTM  12      -  9719=LENA                                327 04 26.8
 LN0611
 LN0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL3665911776(NAD 83)
 LN0611
 LN0611|---------------------------------------------------------------------|
 LN0611| PID    Reference Object                     Distance      Geod. Az  |
 LN0611|                                                           dddmmss.s |
 LN0611| LN0617 9719=LENA                           APPROX. 5.4 KM 3280750.9 |
 LN0611|---------------------------------------------------------------------|
 LN0611
 LN0611                          SUPERSEDED SURVEY CONTROL
 LN0611
 LN0611  NAD 83(1993)-  40 44 44.15316(N)    109 22 52.70111(W) AD(       ) 3
 LN0611  NAD 83(1986)-  40 44 44.13410(N)    109 22 52.69028(W) AD(       ) 3
 LN0611  NAD 27      -  40 44 44.28150(N)    109 22 50.20785(W) AD(       ) 3
 LN0611  NGVD 29 (07/19/86) 2826.1    (m)         9272.     (f) VERT ANG       
 LN0611
 LN0611.Superseded values are not recommended for survey control.
 LN0611
 LN0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0611.See file dsdata.pdf to determine how the superseded data were derived.
 LN0611
 LN0611_MARKER: DD = SURVEY DISK
 LN0611_SETTING: 66 = SET IN ROCK OUTCROP
 LN0611_STAMPING: LIMESTONE 1949
 LN0611_MARK LOGO: USGS
 LN0611_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0611+STABILITY: POSITION/ELEVATION WELL
 LN0611
 LN0611  HISTORY     - Date     Condition        Report By
 LN0611  HISTORY     - 1949     MONUMENTED       USGS
 LN0611
 LN0611                          STATION DESCRIPTION
 LN0611
 LN0611'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LN0611'STATION LOCATED ABOUT 22 MI. NE. OF VERNAL, UTAH ON A NW.-SE. RIDGE
 LN0611'KNOWN LOCALLY AS LIMESTONE RIDGE, ABOUT 3 MI. N. OF THE DIAMOND
 LN0611'MOUNTAIN RD. AND ABOUT 600 FT. E. OF THE E. BOUNDARY OF THE ASHLEY
 LN0611'NATIONAL FOREST ON THE SECOND AND HIGHEST POINT FROM A VERY PROMINIENT
 LN0611'SADDLE E. OF STATION IN SEC. 7,T.1 S., R.23 E.
 LN0611'
 LN0611'TO REACH FROM THE INTERSECTION OF U.S.HIGHWAY 40 AND STATE HIGHWAY 44
 LN0611'IN VERNAL, UTAH GO N. ON STATE HIGHWAY 44 FOR 27.05 MI. TO RD. FORK
 LN0611'RIGHT AND SIGN DIAMOND MOUNTAIN RD., THEN RIGHT, EASTERLY, ON DIAMOND
 LN0611'MOUNTAIN RD. FOR 4.85 MI. TO E. ENTRANCE TO THE ASHLEY NATIONAL FOREST
 LN0611'THEN CONTINUE EASTERLY FOR 0.05 MI. ON DIAMOND MOUNTAIN RD. CROSSING
 LN0611'OVER DIAMOND GULCH TO A FAINT FORK LEFT, THEN LEFT ON FAINT TRAIL FOR
 LN0611'1.15 MI. TO E-W. FENCE LINE.  CONTINUE NORTHERLY FOR 0.05 MI. TO RD.
 LN0611'FORK, THEN ON RIGHT FORK, NORTHERLY FOR 0.1 MI. TO RD. FORK, THEN ON
 LN0611'RIGHT FORK, WHICH FADES OUT, FOR 0.2 MI. TO A DEEP DRAW.  CROSS DRAW
 LN0611'AND CONTINUE NORTHERLY ACROSS FIELD TO TOP OF BARE RIDGE.  FOLLOW
 LN0611'ALONG TOP OF RIDGE N. FOR 1.45 MI. TO HIGHEST POINT AND STATIIN.
 LN0611'
 LN0611'STATION MARK - STANDARD TABLET SET IN ROCK OUTCROP, STAMPED
 LN0611'---LIMESTONE 1949---.
 LN0611'
 LN0611'---LIMESTONE NO.1 1949---, 33.4 FT. FROM STATION, N 40 DEG 04 MIN E.
 LN0611'
 LN0611'REFERENCE MARK NO.2 - STANDARD TABLET SET IN ROCK OUTCROP, STAMPED
 LN0611'---LIMESTONE NO.2 1949--- 19.2 FT. FROM STATION, S 70 DEG 43 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0540 ***********************************************************************
 JM0540  DESIGNATION -  LINE
 JM0540  PID         -  JM0540
 JM0540  STATE/COUNTY-  UT/WAYNE
 JM0540  COUNTRY     -  US
 JM0540  USGS QUAD   -  SPANISH BOTTOM (2017)
 JM0540
 JM0540                         *CURRENT SURVEY CONTROL
 JM0540  ______________________________________________________________________
 JM0540* NAD 83(1994) POSITION- 38 09 10.74915(N) 109 58 40.01787(W)   ADJUSTED
 JM0540* NAVD 88 ORTHO HEIGHT -  1760.6   (meters)     5776.    (feet) VERTCON3
 JM0540  ______________________________________________________________________
 JM0540  GEOID HEIGHT    -        -19.920 (meters)                     GEOID18
 JM0540  LAPLACE CORR    -          1.91  (seconds)                    DEFLEC18
 JM0540  HORZ ORDER      -  THIRD
 JM0540
 JM0540.The horizontal coordinates were established by classical geodetic methods
 JM0540.and adjusted by the National Geodetic Survey in November 1997.
 JM0540
 JM0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0540
 JM0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0540.GEOID18 height accuracy estimate available here.
 JM0540
 JM0540.Click photographs - Photos may exist for this station.
 JM0540
 JM0540.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0540
 JM0540. The following values were computed from the NAD 83(1994) position.
 JM0540
 JM0540;                    North         East     Units Scale Factor Converg.
 JM0540;SPC UT S     - 3,166,045.559   633,412.227   MT  0.99997197   +0 55 57.5
 JM0540;SPC UT S     -10,387,267.80  2,078,119.95   sFT  0.99997197   +0 55 57.5
 JM0540;UTM  12      - 4,223,282.929   589,562.316   MT  0.99969879   +0 37 53.5
 JM0540
 JM0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0540!SPC UT S     -   0.99972694  x   0.99997197  =   0.99969892
 JM0540!UTM  12      -   0.99972694  x   0.99969879  =   0.99942582
 JM0540
 JM0540:                Primary Azimuth Mark                     Grid Az
 JM0540:SPC UT S     -  BAGPIPE                                  322 48 54.1
 JM0540:UTM  12      -  BAGPIPE                                  323 06 58.1
 JM0540
 JM0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH8956223282(NAD 83)
 JM0540
 JM0540|---------------------------------------------------------------------|
 JM0540| PID    Reference Object                     Distance      Geod. Az  |
 JM0540|                                                           dddmmss.s |
 JM0540| JN0436 BAGPIPE                             APPROX. 8.8 KM 3234451.6 |
 JM0540|---------------------------------------------------------------------|
 JM0540
 JM0540                          SUPERSEDED SURVEY CONTROL
 JM0540
 JM0540  NAD 83(1986)-  38 09 10.74067(N)    109 58 40.01808(W) AD(       ) 3
 JM0540  NAD 27      -  38 09 10.79220(N)    109 58 37.55939(W) AD(       ) 3
 JM0540  NGVD 29 (07/19/86) 1759.6    (m)         5773.     (f) VERT ANG       
 JM0540
 JM0540.Superseded values are not recommended for survey control.
 JM0540
 JM0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0540.See file dsdata.pdf to determine how the superseded data were derived.
 JM0540
 JM0540_MARKER: DD = SURVEY DISK
 JM0540_SETTING: 66 = SET IN ROCK OUTCROP
 JM0540_STAMPING: LINE 1953
 JM0540_MARK LOGO: USGS
 JM0540_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0540+STABILITY: POSITION/ELEVATION WELL
 JM0540
 JM0540  HISTORY     - Date     Condition        Report By
 JM0540  HISTORY     - 1953     MONUMENTED       USGS
 JM0540
 JM0540                          STATION DESCRIPTION
 JM0540
 JM0540'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JM0540'LOCATED ABOUT 56 MI. SE. OF TOWN OF GREEN RIVER, 41 MI. ESE. OF
 JM0540'HANKSVILLE 6 MI. SW. OF JUNCTION OF COLORADO AND GREEN RIVERS, 3.0 MI.
 JM0540'W. OF JUNCTION OF BUTLER CANYON AND COLORADO RIVER, ABOUT 500 FT. N.
 JM0540'OF WAYNE GARFIELD COUNTY LINE.  ON HIGHEST PART OF SERIES OF BROKEN
 JM0540'SANDSTONE RIDGES KNOWN AS ERNIES COUNTRY.
 JM0540'
 JM0540'STATION REACHED BY HELICOPTER.
 JM0540'
 JM0540'STATION MARK - STANDARD TABLET STAMPED ---LINE 1953--- CEMENTED IN
 JM0540'DRILL HOLE SET IN SANDSTONE SURFACE.
 JM0540'
 JM0540'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 JM0540'---NO.1 1953--- CEMENTED IN DRILL HOLE SET IN SANDSTONE SURFACE, 25.68
 JM0540'FT. FROM STATION MARK, S 06 DEG 35 MIN W.
 JM0540'
 JM0540'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.2
 JM0540'1953--- CEMENTED IN DRILL HOLE SET IN SANDSTONE SURFACE, 26.08 FT.
 JM0540'FROM STATION MARK, N 20 DEG 14 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1126 ***********************************************************************
 LO1126  DESIGNATION -  LION
 LO1126  PID         -  LO1126
 LO1126  STATE/COUNTY-  UT/DUCHESNE
 LO1126  COUNTRY     -  US
 LO1126  USGS QUAD   -  EXPLORER PEAK (2017)
 LO1126
 LO1126                         *CURRENT SURVEY CONTROL
 LO1126  ______________________________________________________________________
 LO1126* NAD 83(1994) POSITION- 40 39 34.74761(N) 110 44 51.62750(W)   ADJUSTED
 LO1126* NAVD 88 ORTHO HEIGHT -  3455.9   (meters)    11338.    (feet) VERTCON3
 LO1126  ______________________________________________________________________
 LO1126  GEOID HEIGHT    -        -12.469 (meters)                     GEOID18
 LO1126  LAPLACE CORR    -          5.90  (seconds)                    DEFLEC18
 LO1126  HORZ ORDER      -  THIRD
 LO1126
 LO1126.The horizontal coordinates were established by classical geodetic methods
 LO1126.and adjusted by the National Geodetic Survey in November 1997.
 LO1126
 LO1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1126
 LO1126.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1126.GEOID18 height accuracy estimate available here.
 LO1126
 LO1126.Click photographs - Photos may exist for this station.
 LO1126
 LO1126.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1126
 LO1126. The following values were computed from the NAD 83(1994) position.
 LO1126
 LO1126;                    North         East     Units Scale Factor Converg.
 LO1126;SPC UT C     - 2,258,543.046   563,620.940   MT  1.00000242   +0 28 54.9
 LO1126;SPC UT C     - 7,409,903.31  1,849,146.37   sFT  1.00000242   +0 28 54.9
 LO1126;UTM  12      - 4,501,006.939   521,329.771   MT  0.99960560   +0 09 51.9
 LO1126
 LO1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1126!SPC UT C     -   0.99946013  x   1.00000242  =   0.99946255
 LO1126!UTM  12      -   0.99946013  x   0.99960560  =   0.99906594
 LO1126
 LO1126:                Primary Azimuth Mark                     Grid Az
 LO1126:SPC UT C     -  AGASSIZ                                  310 53 32.2
 LO1126:UTM  12      -  AGASSIZ                                  311 12 35.2
 LO1126
 LO1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL2132901006(NAD 83)
 LO1126
 LO1126|---------------------------------------------------------------------|
 LO1126| PID    Reference Object                     Distance      Geod. Az  |
 LO1126|                                                           dddmmss.s |
 LO1126| LO1129 AGASSIZ                             APPROX. 8.6 KM 3112227.1 |
 LO1126|---------------------------------------------------------------------|
 LO1126
 LO1126                          SUPERSEDED SURVEY CONTROL
 LO1126
 LO1126  NAD 83(1993)-  40 39 34.74754(N)    110 44 51.62693(W) AD(       ) 3
 LO1126  NAD 83(1986)-  40 39 34.73211(N)    110 44 51.61620(W) AD(       ) 3
 LO1126  NAD 27      -  40 39 34.92697(N)    110 44 49.01673(W) AD(       ) 3
 LO1126  NGVD 29 (07/19/86) 3454.3    (m)        11333.     (f) VERT ANG       
 LO1126
 LO1126.Superseded values are not recommended for survey control.
 LO1126
 LO1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1126.See file dsdata.pdf to determine how the superseded data were derived.
 LO1126
 LO1126_MARKER: DD = SURVEY DISK
 LO1126_SETTING: 66 = SET IN ROCK OUTCROP
 LO1126_STAMPING: LION 1963
 LO1126_MARK LOGO: USFS
 LO1126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO1126+STABILITY: POSITION/ELEVATION WELL
 LO1126
 LO1126  HISTORY     - Date     Condition        Report By
 LO1126  HISTORY     - 1963     MONUMENTED       USFS
 LO1126  HISTORY     - 1966     GOOD             USGS
 LO1126
 LO1126                          STATION DESCRIPTION
 LO1126
 LO1126'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LO1126'LOCATED 1.3 MI. (AIRLINE) N. AND 28.1 MI. E. OF KAMAS, UTAH, 0.7 MI.
 LO1126'W. OF SEA LION LAKE, 1.3 MI. NW. OF SLIDE LAKE, ON A ROUND, FLAT,
 LO1126'ROCKY, NW-SW. RIDGE, ABOUT 0.8 MI. SE. OF A SADDLE.
 LO1126'
 LO1126'STATION REACHED BY HELICOPTER.
 LO1126'
 LO1126'RECOVERED.
 LO1126'
 LO1126'STATION MARK--STANDARD USDA FOREST SERVICE BRONZE TABLET, STAMPED
 LO1126'---LION 1963---, CEMENTED IN A ROCK FLUSH WITH THE GROUND.
 LO1126'
 LO1126'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0499 ***********************************************************************
 JM0499  DESIGNATION -  LISBON
 JM0499  PID         -  JM0499
 JM0499  STATE/COUNTY-  UT/SAN JUAN
 JM0499  COUNTRY     -  US
 JM0499  USGS QUAD   -  SUMMIT POINT (2017)
 JM0499
 JM0499                         *CURRENT SURVEY CONTROL
 JM0499  ______________________________________________________________________
 JM0499* NAD 83(1994) POSITION- 38 07 26.14741(N) 109 04 04.31482(W)   ADJUSTED
 JM0499* NAVD 88 ORTHO HEIGHT -  2096.3   (meters)     6878.    (feet) VERTCON3
 JM0499  ______________________________________________________________________
 JM0499  GEOID HEIGHT    -        -18.767 (meters)                     GEOID18
 JM0499  LAPLACE CORR    -          2.06  (seconds)                    DEFLEC18
 JM0499  HORZ ORDER      -  THIRD
 JM0499
 JM0499.The horizontal coordinates were established by classical geodetic methods
 JM0499.and adjusted by the National Geodetic Survey in November 1997.
 JM0499
 JM0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0499
 JM0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0499.GEOID18 height accuracy estimate available here.
 JM0499
 JM0499.Click photographs - Photos may exist for this station.
 JM0499
 JM0499.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0499
 JM0499. The following values were computed from the NAD 83(1994) position.
 JM0499
 JM0499;                    North         East     Units Scale Factor Converg.
 JM0499;SPC UT S     - 3,164,507.590   713,229.702   MT  0.99996884   +1 29 24.5
 JM0499;SPC UT S     -10,382,221.98  2,339,987.78   sFT  0.99996884   +1 29 24.5
 JM0499;UTM  12      - 4,221,328.734   669,358.106   MT  0.99995326   +1 11 35.2
 JM0499
 JM0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0499!SPC UT S     -   0.99967411  x   0.99996884  =   0.99964296
 JM0499!UTM  12      -   0.99967411  x   0.99995326  =   0.99962739
 JM0499
 JM0499:                Primary Azimuth Mark                     Grid Az
 JM0499:SPC UT S     -  ISLAND                                   067 28 40.8
 JM0499:UTM  12      -  ISLAND                                   067 46 30.1
 JM0499
 JM0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH6935821328(NAD 83)
 JM0499
 JM0499|---------------------------------------------------------------------|
 JM0499| PID    Reference Object                     Distance      Geod. Az  |
 JM0499|                                                           dddmmss.s |
 JM0499| JM0421 ISLAND                              APPROX. 8.8 KM 0685805.3 |
 JM0499|---------------------------------------------------------------------|
 JM0499
 JM0499                          SUPERSEDED SURVEY CONTROL
 JM0499
 JM0499  NAD 83(1992)-  38 07 26.13987(N)    109 04 04.31693(W) AD(       ) 3
 JM0499  NAD 83(1986)-  38 07 26.13782(N)    109 04 04.31448(W) AD(       ) 3
 JM0499  NAD 27      -  38 07 26.16638(N)    109 04 01.92442(W) AD(       ) 3
 JM0499  NGVD 29 (07/19/86) 2095.2    (m)         6874.     (f) VERT ANG       
 JM0499
 JM0499.Superseded values are not recommended for survey control.
 JM0499
 JM0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0499.See file dsdata.pdf to determine how the superseded data were derived.
 JM0499
 JM0499_MARKER: DB = BENCH MARK DISK
 JM0499_SETTING: 80 = SET IN A BOULDER
 JM0499_STAMPING: LISBON 1954
 JM0499_MARK LOGO: USGS
 JM0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0499+STABILITY: SURFACE MOTION
 JM0499
 JM0499  HISTORY     - Date     Condition        Report By
 JM0499  HISTORY     - 1954     MONUMENTED       USGS
 JM0499
 JM0499                          STATION DESCRIPTION
 JM0499
 JM0499'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0499'LOCATED ABOUT 23 MI. NE. OF MONTICELLO, 17 MI. SE. OF LA SAL, ON
 JM0499'NE. RIM OF LISBON VALLEY, 1.5 MI. SE. OF WIDE WASH WHICH BREAKS
 JM0499'THROUGH THE CLIFF LINE, ON AN ANGLE OF CLIFF LINE ABOUT 2,000 FT.
 JM0499'N. OF LARGE STOCK TANK, ON HIGHEST POINT OF SMALL TOP, 5 FT. N. OF
 JM0499'CLIFF EDGE.
 JM0499'
 JM0499'STATION REACHED BY HELICOPTER.  (A RD. PASSES BENEATH CLIFF WITH
 JM0499'STATION.)
 JM0499'
 JM0499'STATION MARK--ALUMINUM TABLET STAMPED ---LISBON 1954--- SET IN TOP
 JM0499'OF BOULDER PROJECTING 1 FT. ABOVE GROUND.
 JM0499'
 JM0499'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 JM0499'1 1954--- SET IN SIDE OF LARGE BOULDER PROJECTING ABOUT 1 FT. ABOVE
 JM0499'GROUND, 21.01 FT. FROM STATION MARK, N 68 DEG 10 MIN W.
 JM0499'
 JM0499'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 JM0499'2 1954--- SET IN BOULDER SET FLUSH WITH GROUND, 20.48 FT. FROM
 JM0499'STATION MARK, N 24 DEG 40 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0678 ***********************************************************************
 LN0678  DESIGNATION -  LITTLE
 LN0678  PID         -  LN0678
 LN0678  STATE/COUNTY-  UT/UINTAH
 LN0678  COUNTRY     -  US
 LN0678  USGS QUAD   -  DRY FORK (2017)
 LN0678
 LN0678                         *CURRENT SURVEY CONTROL
 LN0678  ______________________________________________________________________
 LN0678* NAD 83(1994) POSITION- 40 31 15.27496(N) 109 42 19.36725(W)   ADJUSTED
 LN0678* NAVD 88 ORTHO HEIGHT -  2601.7   (meters)     8536.    (feet) VERTCON3
 LN0678  ______________________________________________________________________
 LN0678  GEOID HEIGHT    -        -15.723 (meters)                     GEOID18
 LN0678  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 LN0678  HORZ ORDER      -  FIRST
 LN0678
 LN0678.The horizontal coordinates were established by classical geodetic methods
 LN0678.and adjusted by the National Geodetic Survey in November 1997.
 LN0678
 LN0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0678
 LN0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0678.GEOID18 height accuracy estimate available here.
 LN0678
 LN0678.Click photographs - Photos may exist for this station.
 LN0678
 LN0678.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0678
 LN0678. The following values were computed from the NAD 83(1994) position.
 LN0678
 LN0678;                    North         East     Units Scale Factor Converg.
 LN0678;SPC UT C     - 2,244,394.484   652,064.000   MT  0.99997044   +1 08 58.5
 LN0678;SPC UT C     - 7,363,484.24  2,139,313.31   sFT  0.99997044   +1 08 58.5
 LN0678;UTM  12      - 4,486,380.774   609,665.570   MT  0.99974804   +0 50 28.4
 LN0678
 LN0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0678!SPC UT C     -   0.99959451  x   0.99997044  =   0.99956496
 LN0678!UTM  12      -   0.99959451  x   0.99974804  =   0.99934265
 LN0678
 LN0678:                Primary Azimuth Mark                     Grid Az
 LN0678:SPC UT C     -  LITTLE AZ MK                             017 32 41.8
 LN0678:UTM  12      -  LITTLE AZ MK                             017 51 11.9
 LN0678
 LN0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK0966586380(NAD 83)
 LN0678
 LN0678|---------------------------------------------------------------------|
 LN0678| PID    Reference Object                     Distance      Geod. Az  |
 LN0678|                                                           dddmmss.s |
 LN0678| CP5708 LITTLE RM 1                          16.944 METERS 01308     |
 LN0678| CP6436 LITTLE POLE TARGET                                 0144719.8 |
 LN0678| CP5707 LITTLE AZ MK                                       0184140.3 |
 LN0678| CP5986 VERNAL TABERNACLE DOME                             1174750.8 |
 LN0678| CP5709 LITTLE RM 2                           5.739 METERS 13235     |
 LN0678| CP6435 POLE IN CAIRN SMALL BUTTE SE                       1410258.5 |
 LN0678|---------------------------------------------------------------------|
 LN0678
 LN0678                          SUPERSEDED SURVEY CONTROL
 LN0678
 LN0678  NAD 83(1993)-  40 31 15.27457(N)    109 42 19.36745(W) AD(       ) 1
 LN0678  NAD 83(1986)-  40 31 15.25333(N)    109 42 19.35419(W) AD(       ) 1
 LN0678  NAD 27      -  40 31 15.40800(N)    109 42 16.83900(W) AD(       ) 1
 LN0678  NGVD 29 (07/19/86) 2600.2    (m)         8531.     (f) VERT ANG       
 LN0678
 LN0678.Superseded values are not recommended for survey control.
 LN0678
 LN0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0678.See file dsdata.pdf to determine how the superseded data were derived.
 LN0678
 LN0678_MARKER: DS = TRIANGULATION STATION DISK
 LN0678_SETTING: 80 = SET IN A BOULDER
 LN0678_STAMPING: LITTLE 1931
 LN0678_MARK LOGO: CGS
 LN0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0678+STABILITY: SURFACE MOTION
 LN0678
 LN0678  HISTORY     - Date     Condition        Report By
 LN0678  HISTORY     - 1931     MONUMENTED       CGS
 LN0678  HISTORY     - 1936     GOOD             CGS
 LN0678  HISTORY     - 1937     GOOD             CGS
 LN0678  HISTORY     - 1946     GOOD             CGS
 LN0678  HISTORY     - 1961     GOOD             CGS
 LN0678
 LN0678                          STATION DESCRIPTION
 LN0678
 LN0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 LN0678'ABOUT 10 MILES NW OF VERNAL, 3 MILES SSE OF DRY FORKS SCHOOL,
 LN0678'ON SOUTHERN END OF LITTLE MOUNTAIN, 1-1/4 MILES S OF CAIRN AND
 LN0678'POLE ON HIGHEST POINT OF MOUNTAIN MARKING CORNER OF MILITARY
 LN0678'RESERVATION, AND 200 PACES SW OF LONE BUSH.  TO REACH FROM
 LN0678'VERNAL FROM CONOCO STATION AT W EDGE OF TOWN WHERE U.S. HIGHWAY
 LN0678'40 TURNS S, GO N ON GRAVEL HIGHWAY 0.5 MILE.  TURN LEFT (W)
 LN0678'AND FOLLOW GRAVEL HIGHWAY 2.1 MILES.  CONTINUE W 1 MILE BEYOND
 LN0678'MAESERS STORE TO CROSSROADS.  TURN RIGHT AND GO DUE N ON GRADED DIRT
 LN0678'ROAD 3.1 MILES TO SMALL BRIDGE.  CROSS BRIDGE AND BEAR
 LN0678'NORTHWESTERLY UP CANYON ON DIRT ROAD ALONG FOOT OF HIGH
 LN0678'CLIFFS 5.4 MILES TO DRY FORK SETTLEMENT ON RIGHT.  CONTINUE
 LN0678'STRAIGHT AHEAD (WESTERLY) 0.4 MILE TO END OF TRUCK TRAVEL.
 LN0678'TRAIL UP MOUNTAIN LEAVES ROAD ABOUT 0.3 MILE E OF THIS
 LN0678'POINT, AND JUST W OF FIRST SMALL GULCH ON ROAD.  STATION
 LN0678'LIES TO S FROM THIS POINT.  TAKE TRAIL UP STEEP N SIDE OF
 LN0678'MOUNTAIN.  AT TOP OF FIRST BENCH, TRAIL CAN BE SEEN GOING
 LN0678'UP ALONG SIDE OF NEXT HILL.  CONTINUE SOUTHEASTERLY TO TOP OF
 LN0678'MOUNTAIN, PAST OLD U.S.  GEOLOGICAL SURVEY STATION WITH
 LN0678'SIGNAL STILL STANDING (1936) AND THENCE S ABOUT 1 MILE TO S
 LN0678'END OF MOUNTAIN AND STATION.  IF HORSES CAN NOT BE
 LN0678'OBTAINED NEAR END OF TRUCK TRAVEL (ABOVE) CONTINUE
 LN0678'WESTERLY ALONG ROAD 2.65 MILES TO TOP OF PINE RIDGE, KEEPING
 LN0678'TO LEFT-HAND MAIN ROAD.  LEAVE TRUCK AND PACK
 LN0678'SOUTHEASTERLY UP RIDGES TO TOP OF MOUNTAIN, THENCE S ALONG TOP
 LN0678'OF MOUNTAIN TO S END AND STATION, A 2-HOUR PACK.  MARKED BY
 LN0678'STANDARD DISK WEDGED IN A DRILL HOLE IN A BOULDER.  REFERENCE
 LN0678'MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES IN BOULDERS.
 LN0678'REFERENCE MARK NO. 1 IS 16.96 METERS (55.6 FEET) (SLOPE
 LN0678'DISTANCE) FROM STATION N 13 DEG 09 MIN E.  NO. 2 IS 5.79
 LN0678'METERS (19.0 FEET) (SLOPE DISTANCE) FROM STATION S 47 DEG 26 MIN E.
 LN0678'BEARING FROM STATION TO VERNAL, TABERNACLE,
 LN0678'DOME, IS S 42 DEG 52 MIN E.
 LN0678
 LN0678                          STATION RECOVERY (1937)
 LN0678
 LN0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LN0678'THIS STATION WAS RECOVERED AS DESCRIBED.  A 12-FOOT TRIPOD AND
 LN0678'SCAFFOLD FOUND IN GOOD CONDITION.  ABOUT 10 MILES AIR LINE NW OF
 LN0678'VERNAL, UTAH, ABOUT 3 MILES AIR LINE SSW OF SCHOOL AT DRY FORKS,
 LN0678'UTAH, ON THE S END OF LITTLE MOUNTAIN.  STATION IS ABOUT 200
 LN0678'YARDS SW OF A LONE BUSH ON THE S END OF MOUNTAIN, AND ABOUT ONE
 LN0678'AND ONE-QUARTER MILES S OF A CAIRN AND POLE ON THE HIGHEST POINT
 LN0678'OF THE MOUNTAIN MARKING THE CORNER OF A MILITARY RESERVATION.
 LN0678'
 LN0678'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE
 LN0678'IN BOULDERS.
 LN0678'
 LN0678'REFERENCE MARK NO. 1 IS IN A SANDSTONE BOULDER NW OF THE STATION
 LN0678'ABOUT 1 FOOT ABOVE THE STATION.
 LN0678'
 LN0678'REFERENCE MARK NO. 2 IS IN A SANDSTONE BOULDER SE OF THE STATION
 LN0678'ABOUT 2 FEET LOWER THAN THE STATION.
 LN0678'
 LN0678'AZIMUTH MARK IS A STANDARD DISK SET IN A SANDSTONE BOULDER,
 LN0678'ABOUT 1/4 MILE N AND ON THE SAME RIDGE AS THE STATION.
 LN0678'
 LN0678'TO REACH THE STATION FROM VERNAL, UTAH, GO W FROM THE UINTAH
 LN0678'STATE BANK FOR 0.5 MILE TO WHERE U.S. HIGHWAY 40 TURNS S.
 LN0678'THENCE TURN RIGHT, N, AND GO 0.5 MILE.  THENCE LEFT, W, AND GO 2.0
 LN0678'MILES TO A JUNCTION AT STORE.  THENCE TURN N AND GO 1.0 MILE.
 LN0678'THENCE TURN W AND GO 1.0 MILE.  THENCE TURN N AND FOLLOW
 LN0678'THE MAIN-TRAVELED ROAD TO THE N AND THE W FOR 7.5 MILES TO A
 LN0678'CURVE TO THE RIGHT TO THE DRY FORK SETTLEMENT.  A DIMMER ROAD
 LN0678'GOES STRAIGHT AHEAD HERE.  ABOUT 100 YARDS BEYOND THIS POINT A
 LN0678'DIM TRAIL LEADS UP AND OVER THE N RIM OF THE MOUNTAIN, TOWARD
 LN0678'THE S END OF THE MOUNTAIN, A DISTANCE OF ABOUT 4 MILES.  HORSES
 LN0678'CAN BE HIRED AT THE DRY FORK SETTLEMENT.  IT TAKES ABOUT TWO
 LN0678'HOURS AND TWENTY MINUTES TO PACK UP ON HORSES.  TRAIL IS
 LN0678'STEEP AND ROUGH WITH ONE DIFFICULT PLACE TO CROSS.  AFTER
 LN0678'REACHING THE SPRING ABOUT HALF WAY UP, THE TRAIL IS LESS
 LN0678'ROUGH AND THE GOING MUCH EASIER.
 LN0678
 LN0678                          STATION RECOVERY (1946)
 LN0678
 LN0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0678'STATION RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS FOUND IN
 LN0678'GOOD CONDITION.  THE STATION IS LOCATED ABOUT 10 MILES AIRLINE
 LN0678'NORTHWEST OF VERNAL, ABOUT 3 MILES AIRLINE SOUTH SOUTHWEST OF
 LN0678'SCHOOL AT DRY FORK, ABOUT 1-1/4 MILE SOUTH OF A ROCK CAIRN,
 LN0678'WHICH IS ON HIGHEST POINT OF THE MOUNTAIN, WHICH IS KNOWN LOCALLY
 LN0678'AS LITTLE MOUNTAIN.  THE STATION MARK IS A BRONZE DISK STAMPED
 LN0678'LITTLE 1931, SET IN A BOULDER WHICH PROJECTS 2 INCHES.
 LN0678'
 LN0678'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED LITTLE NO 1 1931,
 LN0678'SET IN A BOULDER WHICH PROJECTS 8 INCHES.  IT IS NORTHWEST OF AND
 LN0678'6 INCHES HIGHER THAN STATION MARK.
 LN0678'
 LN0678'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED LITTLE NO 2 1931,
 LN0678'SET IN A BOULDER WHICH PROJECTS 3 INCHES.  IT IS SOUTHWEAST OF
 LN0678'AND 1 FOOT LOWER THAN STATION MARK.
 LN0678'
 LN0678'AZIMUTH MARK IS A BRONZE DISK STAMPED LITTLE 1937, SET IN A
 LN0678'BOULDER WHICH PROJECTS 6 INCHES.  IT IS 0.25 MILE NORTH OF STATION
 LN0678'ON SAME RIDGE.
 LN0678'
 LN0678'TO REACH STATION FROM VERNAL, GO NORTH ON STATE HIGHWAY 121,
 LN0678'2.5 MILES TO MAESER STORE AT CROSSROAD.  CONTINUE STRAIGHT AHEAD
 LN0678'1.0 MILE TO CROSSROAD.  TURN RIGHT AND FOLLOW MAIN ROAD 8.9
 LN0678'MILES TO ROAD RIGHT, LEADING TO DRY FORK SETTLEMENT.  CONTINUE
 LN0678'STRAIGHT AHEAD 100 YARDS TO A TRAIL LEADING OFF TO LEFT AND END
 LN0678'OF TRUCK TRAVEL.  FOLLOW TRAIL UP AND OVER THE NORTH RIM OF THE
 LN0678'MOUNTAIN TOWARDS THE SOUTHERN END APPROXIMATELY 4 MILES TO
 LN0678'STATION SITE.  A FOUR WHEEL DRIVE TRUCK WAS DRIVEN TO THE
 LN0678'STATION SITE BY THE FOLLOWING ROUTE.  FROM THE END OF TRUCK
 LN0678'TRAVEL MENTIONED ABOVE CONTINUE STRAIGHT AHEAD ON ROAD, OVER
 LN0678'SADDLE, 3.6 MILES.  LEAVE ROAD, GO LEFT ACROSS COUNTRY TO
 LN0678'TOP OF FIRST HILL.  BEAR LEFT UP RIDGE THEN OFF RIDGE TO
 LN0678'RIGHT ON DIM WAGON ROAD.  CROSS VALLEY THEN UP STEEP RIDGE
 LN0678'TO SOUTH, TO TOP OF RIDGE.  FOLLOW TOP OF RIDGE SOUTHERLY
 LN0678'TO STATION SITE.  DISTANCE FROM POINT WHERE ROAD IS LEFT
 LN0678'TO STATION IS 3.9 MILES.
 LN0678
 LN0678                          STATION RECOVERY (1961)
 LN0678
 LN0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RLG)
 LN0678'STATION AND MARKS WERE FOUND AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0578 ***********************************************************************
 HO0578  DESIGNATION -  LITTLE CREEK
 HO0578  PID         -  HO0578
 HO0578  STATE/COUNTY-  UT/IRON
 HO0578  COUNTRY     -  US
 HO0578  USGS QUAD   -  LITTLE CREEK PEAK (2017)
 HO0578
 HO0578                         *CURRENT SURVEY CONTROL
 HO0578  ______________________________________________________________________
 HO0578* NAD 83(1994) POSITION- 37 52 51.40988(N) 112 36 42.98791(W)   ADJUSTED
 HO0578* NAVD 88 ORTHO HEIGHT -  3092.    (meters)    10144.    (feet) SCALED
 HO0578  ______________________________________________________________________
 HO0578  GEOID HEIGHT    -        -20.159 (meters)                     GEOID18
 HO0578  LAPLACE CORR    -         10.43  (seconds)                    DEFLEC18
 HO0578  HORZ ORDER      -  FIRST
 HO0578
 HO0578.The horizontal coordinates were established by classical geodetic methods
 HO0578.and adjusted by the National Geodetic Survey in June 1998.
 HO0578
 HO0578.The orthometric height was scaled from a topographic map.
 HO0578
 HO0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0578.GEOID18 height accuracy estimate available here.
 HO0578
 HO0578.Click photographs - Photos may exist for this station.
 HO0578
 HO0578.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0578
 HO0578. The following values were computed from the NAD 83(1994) position.
 HO0578
 HO0578;                    North         East     Units Scale Factor Converg.
 HO0578;SPC UT S     - 3,135,347.024   402,184.731   MT  0.99995272   -0 40 52.6
 HO0578;SPC UT S     -10,286,551.03  1,319,501.07   sFT  0.99995272   -0 40 52.6
 HO0578;UTM  12      - 4,193,830.588   358,242.746   MT  0.99984751   -0 59 23.8
 HO0578
 HO0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0578!SPC UT S     -   0.99951815  x   0.99995272  =   0.99947089
 HO0578!UTM  12      -   0.99951815  x   0.99984751  =   0.99936573
 HO0578
 HO0578:                Primary Azimuth Mark                     Grid Az
 HO0578:SPC UT S     -  ADAMS NO 1                               081 18 28.9
 HO0578:UTM  12      -  ADAMS NO 1                               081 37 00.1
 HO0578
 HO0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG5824293830(NAD 83)
 HO0578
 HO0578|---------------------------------------------------------------------|
 HO0578| PID    Reference Object                     Distance      Geod. Az  |
 HO0578|                                                           dddmmss.s |
 HO0578| HO0516 ADAMS NO 1                          APPROX.35.9 KM 0803736.3 |
 HO0578| CH2671 LITTLE CREEK RM 1                     9.353 METERS 16939     |
 HO0578| CH2672 LITTLE CREEK RM                       5.396 METERS 24152     |
 HO0578|---------------------------------------------------------------------|
 HO0578
 HO0578                          SUPERSEDED SURVEY CONTROL
 HO0578
 HO0578  NAD 83(1986)-  37 52 51.40749(N)    112 36 42.98678(W) AD(       ) 1
 HO0578  NAD 27      -  37 52 51.50100(N)    112 36 40.21300(W) AD(       ) 1
 HO0578
 HO0578.Superseded values are not recommended for survey control.
 HO0578
 HO0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0578.See file dsdata.pdf to determine how the superseded data were derived.
 HO0578
 HO0578_MARKER: DB = BENCH MARK DISK
 HO0578_SETTING: 80 = SET IN A BOULDER
 HO0578_STAMPING: LITTLE CREEK
 HO0578_MARK LOGO: USGS
 HO0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0578+STABILITY: SURFACE MOTION
 HO0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0578+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2018
 HO0578
 HO0578  HISTORY     - Date     Condition        Report By
 HO0578  HISTORY     - 1938     MONUMENTED       USGS
 HO0578  HISTORY     - 1938     GOOD             USGS
 HO0578  HISTORY     - 1971     GOOD             USGS
 HO0578  HISTORY     - 20180824 GOOD             INDIV
 HO0578
 HO0578                          STATION DESCRIPTION
 HO0578
 HO0578'DESCRIBED BY US GEOLOGICAL SURVEY 1938 (FGJ)
 HO0578'STATION IS ABOUT 12 MILES AIRLINE E BY N OF PAROWAN ABOUT
 HO0578'9 MILES E OF PARAGONAH AND JUST SE OF HEAD OF UPPER BEAR
 HO0578'VALLEY, ON HIGHEST PEAK, 10,135 FT., KNOWN AS LITTLE CREEK
 HO0578'PEAK.
 HO0578'
 HO0578'STATION MARK IS A STANDARD USGS DISK STAMPED LITTLE CREEK,
 HO0578'SET IN A BOULDER.  THE REFERENCE MARK (NO. 2) IS A STANDARD
 HO0578'USGS REFERENCE MARK SET IN A BOULDER, AND IS STAMPED LITTLE
 HO0578'CREEK.  REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK IN
 HO0578'A BOULDER.
 HO0578'
 HO0578'AZIMUTH MARK IS A STANDARD USGS BENCH MARK AND IS STAMPED
 HO0578'1931 H-54.  IT IS SET IN A BOULDER.  IT IS
 HO0578'LOCATED AT SUMMIT OF PASS AT HEAD OF BEAR VALLEY, 30 FEET
 HO0578'SW OF CENTER LINE OF ROAD AT CREST OF HILL.
 HO0578'
 HO0578'STATION IS REACHED FROM PAROWAN BY GOING N ON U.S. 91 4.445
 HO0578'MILES TO LOG CABIN SERVICE STATION IN PARAGONAH.  CONTINUE
 HO0578'N ON U.S. 91 0.6 MILE TO A SIDE ROAD R AND SIGN--PANGUITCH
 HO0578'38 MILES, BEAR VALLEY.  TURN R ON THIS GRADED DIRT ROAD AND
 HO0578'GO EASTERLY AND NORTHERLY 7.45 MILES TO FORK.  THENCE L FORK
 HO0578'ON MAIN TRAVELED ROAD 2.85 MILES TO SUMMIT OF DIVIDE AT HEAD
 HO0578'OF BEAR VALLEY.
 HO0578'
 HO0578'AZIMUTH MARK IS TO L OF ROAD.  THENCE CONTINUE DOWN HILL
 HO0578'0.55 MILE TO SIDE ROAD R.  TURN R ON TRACK ROAD AND GO SE
 HO0578'0.45 MILE TO FORK.  THENCE L FORK 0.4 MILE, GOING TO L OF
 HO0578'A LAKE TO A FORK.  THENCE R FORK SE AND E 0.65 MILE TO MR.
 HO0578'ABBOTS HOUSE.  THENCE GO THRU GATE AT NE CORNER OF RANCH YARD,
 HO0578'THEN E 100 YARDS AND TURN R THRU GATE.  THENCE CONTINUE S 0.1
 HO0578'MILE AND GO THRU POLE GATE.  THENCE CONTINUE SE UP VALLEY ON
 HO0578'TRACK ROAD 0.3 MILE TO END OF TRUCK TRAVEL.  CONTINUE ON FOOT
 HO0578'ON TRAIL ALONG PIPE LINE TO SPRING 0.2 MILE TO A FORK AND
 HO0578'TRIANGLE BLAZE AND AN ARROW.  TAKE R FORK AND FOLLOW IT
 HO0578'ABOUT 0.3 MILE UP CANYON TO A TRIANGLE BLAZE.  THIS IS JUST
 HO0578'A SHORT WAY FROM SPRING WHERE PIPE LINE STARTS.  THENCE TAKE
 HO0578'R FORK, GOING WESTERLY UP SIDE OF HILL TO TOP OF RIDGE.
 HO0578'THENCE L, KEEPING TO R SIDE OF RIDGE TO TAKE ADVANTAGE OF
 HO0578'OPENINGS IN TIMBER, AND GO SOUTHERLY TO TOP AND
 HO0578'STATION.  IT IS A 2-1/2 HOUR PACK.
 HO0578
 HO0578                          STATION RECOVERY (1938)
 HO0578
 HO0578'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1938
 HO0578'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1
 HO0578'WAS FOUND TO BE 29.71 FT. FROM STATION MARK.
 HO0578'
 HO0578'REACHED BY HELICOPTER.  A HELIPAD WAS CONSTRUCTED 20 FT. S. OF STATION
 HO0578'ON HIGHEST POINT OF TOP.  A ALTERNATE SPOT WAS ALSO USED ON NOSE OF
 HO0578'RIDGE 500 FT. SW. OF STATION AND 250 FT. LOWER.  OLD CAIRN WAS
 HO0578'DESTROYED AND ROCK USED FOR HELIPAD.
 HO0578'
 HO0578'STATION MARK--STANDARD USGS TABLET, STAMPED ---LITTLE CREEK---,
 HO0578'CEMENTED IN SOLID ROCK.
 HO0578
 HO0578                          STATION RECOVERY (1971)
 HO0578
 HO0578'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HO0578'R.M. 1 DOES NOT AGREE WITH C AND GS IN DISTANCE.
 HO0578'
 HO0578'INSTRUMENT STAND 5.6 FT ABOVE STATION MARK.
 HO0578'ALL MARKS IN GOOD CONDITION.  REFERENCE
 HO0578'MARK NO. 1 WAS FOUND TO BE 29.71 FT FROM STATION MARK.
 HO0578'
 HO0578'REACHED BY HELICOPTER.  A HELIPAD WAS CONSTRUCTED 20 FT S.
 HO0578'OF STATION ON HIGHEST POINT OF TOP.  A ALTERNATE SPOT WAS
 HO0578'ALSO USED ON NOSE OF RIDGE 500 FT SW. OF STATION AND 250 FT
 HO0578'LOWER.  OLD CAIRN WAS DESTROYED AND ROCK USED FOR HELIPAD.
 HO0578'
 HO0578'STATION MARK--A STANDARD USGS TABLET STAMPED LITTLE CREEK
 HO0578'CEMENTED IN SOLID ROCK.
 HO0578'
 HO0578'REFERENCE MARK NO. 1--A STANDARD C AND GS TABLET STAMPED
 HO0578'REFERENCE MARK NO 1 USGS 1938 SET IN A LARGE ROCK, 3.8 FT
 HO0578'LOWER THAN STATION.
 HO0578'
 HO0578'REFERENCE MARK NO. 2--A BRONZE STANDARD USGS STATION MARK
 HO0578'STAMPED LITTLE CREEK SET IN ROCK, 2.7 FT ABOVE STATION MARK.
 HO0578
 HO0578                          STATION RECOVERY (2018)
 HO0578
 HO0578'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (TWG)
 HO0578'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0706 ***********************************************************************
 MS0706  DESIGNATION -  LITTLE MTN TV STA KVOG MAST
 MS0706  PID         -  MS0706
 MS0706  STATE/COUNTY-  UT/WEBER
 MS0706  COUNTRY     -  US
 MS0706  USGS QUAD   -  PLAIN CITY SW (2017)
 MS0706
 MS0706                         *CURRENT SURVEY CONTROL
 MS0706  ______________________________________________________________________
 MS0706* NAD 83(1994) POSITION- 41 15 15.54825(N) 112 14 14.91155(W)   ADJUSTED
 MS0706  ______________________________________________________________________
 MS0706  GEOID HEIGHT    -        -16.748 (meters)                     GEOID18
 MS0706  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 MS0706  HORZ ORDER      -  THIRD
 MS0706
 MS0706.The horizontal coordinates were established by classical geodetic methods
 MS0706.and adjusted by the National Geodetic Survey in November 1997.
 MS0706
 MS0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0706.GEOID18 height accuracy estimate available here.
 MS0706
 MS0706.Click photographs - Photos may exist for this station.
 MS0706
 MS0706.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0706
 MS0706. The following values were computed from the NAD 83(1994) position.
 MS0706
 MS0706;                    North         East     Units Scale Factor Converg.
 MS0706;SPC UT N     - 1,102,537.561   438,194.887   MT  0.99995684   -0 29 10.5
 MS0706;SPC UT N     - 3,617,241.98  1,437,644.39   sFT  0.99995684   -0 29 10.5
 MS0706;UTM  12      - 4,567,727.814   396,326.416   MT  0.99973228   -0 48 57.8
 MS0706
 MS0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL9632667727(NAD 83)
 MS0706
 MS0706                          SUPERSEDED SURVEY CONTROL
 MS0706
 MS0706  NAD 83(1993)-  41 15 15.54751(N)    112 14 14.91168(W) AD(       ) 3
 MS0706  NAD 83(1986)-  41 15 15.53721(N)    112 14 14.90189(W) AD(       ) 3
 MS0706  NAD 27      -  41 15 15.73900(N)    112 14 12.11800(W) AD(       ) 3
 MS0706
 MS0706.Superseded values are not recommended for survey control.
 MS0706
 MS0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0706.See file dsdata.pdf to determine how the superseded data were derived.
 MS0706
 MS0706_MARKER: 42 = RADIO/TV MAST
 MS0706
 MS0706  HISTORY     - Date     Condition        Report By
 MS0706  HISTORY     - 1963     FIRST OBSERVED   CGS
 MS0706  HISTORY     - 19830615 GOOD             NGS
 MS0706  HISTORY     - 19881215 GOOD             USGS
 MS0706
 MS0706                          STATION DESCRIPTION
 MS0706
 MS0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MS0706'THE STATION IS LOCATED ABOUT 14-1/2 MILES WEST NORTHWEST OF
 MS0706'OGDEN, 6-1/2 MILES WEST SOUTHWEST OF WARREN, 3/4 MILE NORTHEAST
 MS0706'OF THE UNITED STATES AIR FORCE MARQUARDT JET LABORATORY ON LITTLE
 MS0706'MOUNTAIN.
 MS0706'
 MS0706'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WARREN,
 MS0706'DISTANCE BEING 374.8 FEET (114.24 METERS).  THE POINT MEASURED TO
 MS0706'IS THE DETERMINED CENTER OF THE BASE OF THE MAST.  THE MAST
 MS0706'IS TRIANGLE SHAPED, PAINTED ALTERNATELY RED AND WHITE WITH A
 MS0706'20 FOOT POLE ANTENNA ON THE TOP.  THE HEIGHT IS ABOUT 300 FEET.
 MS0706
 MS0706                          STATION RECOVERY (1983)
 MS0706
 MS0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 MS0706'THE STATION IS A RADIO/TV MAST.  THE RADIO MAST WAS RECOVERED AS
 MS0706'DESCRIBED.
 MS0706
 MS0706                          STATION RECOVERY (1988)
 MS0706
 MS0706'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (SDC)
 MS0706'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5495 ***********************************************************************
 DR5495  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5495  DESIGNATION -  LITTLE WEBER
 DR5495  PID         -  DR5495
 DR5495  STATE/COUNTY-  UT/WEBER
 DR5495  COUNTRY     -  US
 DR5495  USGS QUAD   -  PLAIN CITY (2017)
 DR5495
 DR5495                         *CURRENT SURVEY CONTROL
 DR5495  ______________________________________________________________________
 DR5495* NAD 83(2011) POSITION- 41 16 02.79384(N) 112 06 20.47118(W)   ADJUSTED
 DR5495* NAD 83(2011) ELLIP HT-  1273.086 (meters)        (07/08/20)   ADJUSTED
 DR5495* NAD 83(2011) EPOCH   -  2010.00
 DR5495* NAVD 88 ORTHO HEIGHT -  1290.02  (meters)     4232.3   (feet) GPS OBS
 DR5495  ______________________________________________________________________
 DR5495  GEOID HEIGHT    -        -16.920 (meters)                     GEOID18
 DR5495  NAD 83(2011) X  - -1,807,074.196 (meters)                     COMP
 DR5495  NAD 83(2011) Y  - -4,449,020.330 (meters)                     COMP
 DR5495  NAD 83(2011) Z  -  4,185,633.156 (meters)                     COMP
 DR5495  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 DR5495
 DR5495  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5495  Standards:
 DR5495         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5495            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5495  -------------------------------------------------------------------
 DR5495  NETWORK    0.41   0.78           0.18   0.15   0.40      0.01085265
 DR5495  -------------------------------------------------------------------
 DR5495  Click here for local accuracies and other accuracy information.
 DR5495
 DR5495.The horizontal coordinates were established by GPS observations
 DR5495.and adjusted by the National Geodetic Survey in July 2020.
 DR5495
 DR5495.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5495.been affixed to the stable North American tectonic plate. See 
 DR5495.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5495
 DR5495.The horizontal coordinates are valid at the epoch date displayed above
 DR5495.which is a decimal equivalence of Year/Month/Day.
 DR5495
 DR5495.The orthometric height was determined by GPS observations and a
 DR5495.high-resolution geoid model using precise GPS observation and
 DR5495.processing techniques.
 DR5495
 DR5495.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5495.GEOID18 height accuracy estimate available here.
 DR5495
 DR5495.Click photographs - Photos may exist for this station.
 DR5495
 DR5495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5495
 DR5495.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5495
 DR5495.The ellipsoidal height was determined by GPS observations
 DR5495.and is referenced to NAD 83.
 DR5495
 DR5495. The following values were computed from the NAD 83(2011) position.
 DR5495
 DR5495;                    North         East     Units Scale Factor Converg.
 DR5495;SPC UT N     - 1,103,909.616   449,249.599   MT  0.99995688   -0 23 57.7
 DR5495;SPC UT N     - 3,621,743.47  1,473,913.06   sFT  0.99995688   -0 23 57.7
 DR5495;UTM  12      - 4,569,035.885   407,386.210   MT  0.99970556   -0 43 45.6
 DR5495
 DR5495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5495!SPC UT N     -   0.99980035  x   0.99995688  =   0.99975724
 DR5495!UTM  12      -   0.99980035  x   0.99970556  =   0.99950597
 DR5495
 DR5495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0738669035(NAD 83)
 DR5495
 DR5495                          SUPERSEDED SURVEY CONTROL
 DR5495
 DR5495.No superseded survey control is available for this station.
 DR5495
 DR5495_MARKER: DB = BENCH MARK DISK
 DR5495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR5495_SP_SET: FLOOD DIVERSION STRUCTURE
 DR5495_STAMPING: LITTLE WEBER 2015
 DR5495_MARK LOGO: UT-057
 DR5495_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5495
 DR5495  HISTORY     - Date     Condition        Report By
 DR5495  HISTORY     - 20150730 MONUMENTED       UT-057
 DR5495
 DR5495                          STATION DESCRIPTION
 DR5495
 DR5495'DESCRIBED BY WEBER COUNTY UTAH 2015 (DJM)
 DR5495'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTH-NORTHWEST OF ROY
 DR5495'WEST SUBDIVISION, 7.6 MI (12.2 KM) WEST-NORTHWEST OF OGDEN AND 2.3 MI
 DR5495'(3.7 KM) SOUTH-SOUTHWEST OF PLAIN CITY.
 DR5495'
 DR5495'TO REACH FROM THE INTERSECTION OF 5900 W AND 900 S PROCEED NORTH 1.1
 DR5495'MI (1.8 KM).  TURN EAST ON 300 N, IN 0.5 MI (0.8 KM) TURN NORTH ONTO
 DR5495'5500 W, PROCEED NORTH 0.2 MI (0.3 KM), HEAD EAST ON THE CANAL ROAD
 DR5495'(APPROXIMATELY 430N 5500 W OGDEN, UT) APPROXIMATELY 2000 FEET.
 DR5495'
 DR5495'IT IS 2033 FT (619.7 M) EAST OF THE CENTERLINE OF 5500 WEST STREET,
 DR5495'55.0 FT (16.8 M) WEST OF CENTER OF THE WEBER RIVER.  STATION IS IN THE
 DR5495'MIDDLE OF THE DECK OF THE FLOOD DIVERSION STRUCTURE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1060 ***********************************************************************
 LO1060  DESIGNATION -  LO1060
 LO1060  PID         -  LO1060
 LO1060  STATE/COUNTY-  UT/SUMMIT
 LO1060  COUNTRY     -  US
 LO1060  USGS QUAD   -  MOUNT POWELL (2017)
 LO1060
 LO1060                         *CURRENT SURVEY CONTROL
 LO1060  ______________________________________________________________________
 LO1060* NAD 83(1994) POSITION- 40 47 08.67791(N) 110 29 25.10192(W)   ADJUSTED
 LO1060* NAVD 88 ORTHO HEIGHT -  3961.2   (meters)    12996.    (feet) VERTCON3
 LO1060  ______________________________________________________________________
 LO1060  GEOID HEIGHT    -        -11.542 (meters)                     GEOID18
 LO1060  LAPLACE CORR    -         13.50  (seconds)                    DEFLEC18
 LO1060  HORZ ORDER      -  THIRD
 LO1060
 LO1060.The horizontal coordinates were established by classical geodetic methods
 LO1060.and adjusted by the National Geodetic Survey in November 1997.
 LO1060
 LO1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1060
 LO1060.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1060.GEOID18 height accuracy estimate available here.
 LO1060
 LO1060.Click photographs - Photos may exist for this station.
 LO1060
 LO1060.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1060
 LO1060. The following values were computed from the NAD 83(1994) position.
 LO1060
 LO1060;                    North         East     Units Scale Factor Converg.
 LO1060;SPC UT N     - 1,050,734.826   585,222.471   MT  0.99998957   +0 39 56.7
 LO1060;SPC UT N     - 3,447,285.84  1,920,017.39   sFT  0.99998957   +0 39 56.7
 LO1060;UTM  12      - 4,515,097.994   543,004.632   MT  0.99962276   +0 19 58.6
 LO1060
 LO1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1060!SPC UT N     -   0.99938083  x   0.99998957  =   0.99937040
 LO1060!UTM  12      -   0.99938083  x   0.99962276  =   0.99900382
 LO1060
 LO1060:                Primary Azimuth Mark                     Grid Az
 LO1060:SPC UT N     -  ET 57                                    221 07 14.3
 LO1060:UTM  12      -  ET 57                                    221 27 12.4
 LO1060
 LO1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL4300415097(NAD 83)
 LO1060
 LO1060|---------------------------------------------------------------------|
 LO1060| PID    Reference Object                     Distance      Geod. Az  |
 LO1060|                                                           dddmmss.s |
 LO1060| LO1110 ET 57                               APPROX. 3.2 KM 2214711.0 |
 LO1060|---------------------------------------------------------------------|
 LO1060
 LO1060                          SUPERSEDED SURVEY CONTROL
 LO1060
 LO1060  NAD 83(1993)-  40 47 08.67756(N)    110 29 25.10167(W) AD(       ) 3
 LO1060  NAD 83(1986)-  40 47 08.66132(N)    110 29 25.08989(W) AD(       ) 3
 LO1060  NAD 27      -  40 47 08.85265(N)    110 29 22.49952(W) AD(       ) 3
 LO1060  NGVD 29 (07/19/86) 3959.4    (m)        12990.     (f) VERT ANG       
 LO1060
 LO1060.Superseded values are not recommended for survey control.
 LO1060
 LO1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1060.See file dsdata.pdf to determine how the superseded data were derived.
 LO1060
 LO1060
 LO1060  HISTORY     - Date     Condition        Report By
 LO1060  HISTORY     - 1958     MONUMENTED       USFS
 LO1060  HISTORY     - 1965     GOOD             USGS
 LO1060
 LO1060                          STATION DESCRIPTION
 LO1060
 LO1060'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 LO1060'LOCATED APPROXIMATELY 41 MI. (AIRLINE) N. OF DUCHESNE, 29 MI. NE. OF
 LO1060'HANNA, 26 MI. NW. OF MT. HOME, ABOUT 1 MI. W. OF RED CASTLE LAKE, ON
 LO1060'THE HIGHEST PART OF A PEAK IN THE UINTA MT. ON THE DIVIDE BETWEEN
 LO1060'EAST FORK OF SMITH CREEK, LITTLE EAST FORK OF BLACKS FORK,
 LO1060'YELLOWSTONE CREEK AND OWENS CREEK.
 LO1060'
 LO1060'STATION REACHED BY HELICOPTER.
 LO1060'
 LO1060'RECOVERED.
 LO1060'
 LO1060'STATION MARK--STANDARD USDA FOREST SERVICE BRONZE TABLET,
 LO1060'STAMPED AND CEMENTED IN DRILL HOLE IN SOLID ROCK ON HIGHEST
 LO1060'PART OF PEAK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0363 ***********************************************************************
 JN0363  DESIGNATION -  LOA
 JN0363  PID         -  JN0363
 JN0363  STATE/COUNTY-  UT/WAYNE
 JN0363  COUNTRY     -  US
 JN0363  USGS QUAD   -  LOA (2017)
 JN0363
 JN0363                         *CURRENT SURVEY CONTROL
 JN0363  ______________________________________________________________________
 JN0363* NAD 83(1994) POSITION- 38 26 07.62572(N) 111 42 33.37477(W)   ADJUSTED
 JN0363* NAVD 88 ORTHO HEIGHT -  2426.7   (meters)     7962.    (feet) VERTCON3
 JN0363  ______________________________________________________________________
 JN0363  GEOID HEIGHT    -        -17.649 (meters)                     GEOID18
 JN0363  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 JN0363  HORZ ORDER      -  SECOND
 JN0363
 JN0363.The horizontal coordinates were established by classical geodetic methods
 JN0363.and adjusted by the National Geodetic Survey in November 1997.
 JN0363
 JN0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0363
 JN0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0363.GEOID18 height accuracy estimate available here.
 JN0363
 JN0363.Click photographs - Photos may exist for this station.
 JN0363
 JN0363.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0363
 JN0363. The following values were computed from the NAD 83(1994) position.
 JN0363
 JN0363;                    North         East     Units Scale Factor Converg.
 JN0363;SPC UT S     - 3,196,334.177   481,728.178   MT  1.00001584   -0 07 41.6
 JN0363;SPC UT S     -10,486,639.71  1,580,469.86   sFT  1.00001584   -0 07 41.6
 JN0363;UTM  12      - 4,254,369.259   438,097.579   MT  0.99964719   -0 26 27.3
 JN0363
 JN0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0363!SPC UT S     -   0.99962215  x   1.00001584  =   0.99963799
 JN0363!UTM  12      -   0.99962215  x   0.99964719  =   0.99926948
 JN0363
 JN0363:                Primary Azimuth Mark                     Grid Az
 JN0363:SPC UT S     -  T 29                                     114 26 52.9
 JN0363:UTM  12      -  T 29                                     114 45 38.6
 JN0363
 JN0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH3809754369(NAD 83)
 JN0363
 JN0363|---------------------------------------------------------------------|
 JN0363| PID    Reference Object                     Distance      Geod. Az  |
 JN0363|                                                           dddmmss.s |
 JN0363| JN0179 T 29                                APPROX.10.3 KM 1141911.3 |
 JN0363| CM5064 LOA RM 2                              9.605 METERS 20320     |
 JN0363| CM5063 LOA RM 1                              6.928 METERS 27534     |
 JN0363|---------------------------------------------------------------------|
 JN0363
 JN0363                          SUPERSEDED SURVEY CONTROL
 JN0363
 JN0363  NAD 83(1986)-  38 26 07.62081(N)    111 42 33.37408(W) AD(       ) 2
 JN0363  NAD 27      -  38 26 07.69662(N)    111 42 30.70655(W) AD(       ) 2
 JN0363  NGVD 29 (07/19/86) 2425.3    (m)         7957.     (f) VERT ANG       
 JN0363
 JN0363.Superseded values are not recommended for survey control.
 JN0363
 JN0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0363.See file dsdata.pdf to determine how the superseded data were derived.
 JN0363
 JN0363_MARKER: Z = SEE DESCRIPTION
 JN0363_SETTING: 0 = UNSPECIFIED SETTING
 JN0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JN0363+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2010
 JN0363
 JN0363  HISTORY     - Date     Condition        Report By
 JN0363  HISTORY     - 1969     MONUMENTED       USGS
 JN0363  HISTORY     - 20040723 GOOD             INDIV
 JN0363  HISTORY     - 20100905 GOOD             GEOCAC
 JN0363
 JN0363                          STATION DESCRIPTION
 JN0363
 JN0363'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 JN0363'LOCATED ABOUT 4.5 MI. NW. OF LOA.  1 MI. N. OF RILEY CANYON.  300
 JN0363'YDS. N. OF STATE HIGHWAY 24.  ON SPARSELY-TIMBERED RIDGE.
 JN0363'
 JN0363'TO REACH FROM WAYNE COUTY COURTHOUSE IN LOA, GO NW. ON STATE
 JN0363'HIGHWAY 24 FOR 4.9 MI..  TURN RIGHT AND PICK WAY THROUGH BOULDERS
 JN0363'TO TOP OF RIDGE.  TURN RIGHT AND GO ABOUT 250 YDS. TO STATION MARK.
 JN0363'
 JN0363'STATION MARK--A STANDARD USGS TABLET STAMPED LOA 1952 CEMENTED
 JN0363'IN A NATURALLY EMBEDDED ROCK PROJECTING ABOUT 0.5 FT.
 JN0363'
 JN0363'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET
 JN0363'STAMPED NO 1 1952 CEMENTED IN A NATURALLY EMBEDDED ROCK PROJECTING
 JN0363'ABOUT 0.5 FT. AND ABOUT THE SAME ELEVATION AS STATION MARK.
 JN0363'
 JN0363'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET
 JN0363'STAMPED NO 2 1952 CEMENTED IN A LARGE ROCK PROJECTING ABOUT 1.5
 JN0363'FT. AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 JN0363
 JN0363                          STATION RECOVERY (2004)
 JN0363
 JN0363'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HDM)
 JN0363'RECOVERED STATION MARK AND BOTH RMS.
 JN0363
 JN0363                          STATION RECOVERY (2010)
 JN0363
 JN0363'RECOVERY NOTE BY GEOCACHING 2010 (JAC)
 JN0363'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0183 ***********************************************************************
 JN0183  DESIGNATION -  LOA MAGNETIC STATION
 JN0183  PID         -  JN0183
 JN0183  STATE/COUNTY-  UT/WAYNE
 JN0183  COUNTRY     -  US
 JN0183  USGS QUAD   -  LOA (2017)
 JN0183
 JN0183                         *CURRENT SURVEY CONTROL
 JN0183  ______________________________________________________________________
 JN0183* NAD 83(1986) POSITION- 38 24 15.     (N) 111 38 58.     (W)   SCALED
 JN0183* NAVD 88 ORTHO HEIGHT -  2163.020 (meters)     7096.51  (feet) ADJUSTED
 JN0183  ______________________________________________________________________
 JN0183  GEOID HEIGHT    -        -17.712 (meters)                     GEOID18
 JN0183  DYNAMIC HEIGHT  -       2160.496 (meters)     7088.23  (feet) COMP
 JN0183  MODELED GRAVITY -    979,383.8   (mgal)                       NAVD 88
 JN0183
 JN0183  VERT ORDER      -  FIRST     CLASS II
 JN0183
 JN0183.The horizontal coordinates were scaled from a map and have
 JN0183.an estimated accuracy of +/- 6 seconds.
 JN0183
 JN0183.The orthometric height was determined by differential leveling and
 JN0183.adjusted by the NATIONAL GEODETIC SURVEY
 JN0183.in June 1991.
 JN0183
 JN0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0183.GEOID18 height accuracy estimate available here.
 JN0183
 JN0183.Click photographs - Photos may exist for this station.
 JN0183
 JN0183.The dynamic height is computed by dividing the NAVD 88
 JN0183.geopotential number by the normal gravity value computed on the
 JN0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0183.degrees latitude (g = 980.6199 gals.).
 JN0183
 JN0183.The modeled gravity was interpolated from observed gravity values.
 JN0183
 JN0183;                    North         East    Units  Estimated Accuracy
 JN0183;SPC UT S     - 3,192,850.      486,950.      MT  (+/- 180 meters Scaled)
 JN0183
 JN0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH432508(NAD 83)
 JN0183
 JN0183                          SUPERSEDED SURVEY CONTROL
 JN0183
 JN0183  NGVD 29 (??/??/92) 2161.692  (m)         7092.15   (f) ADJ UNCH    1 2
 JN0183
 JN0183.Superseded values are not recommended for survey control.
 JN0183
 JN0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0183.See file dsdata.pdf to determine how the superseded data were derived.
 JN0183
 JN0183_MARKER: DD = SURVEY DISK
 JN0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0183_STAMPING: 1926
 JN0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0183+STABILITY: SURFACE MOTION
 JN0183
 JN0183  HISTORY     - Date     Condition        Report By
 JN0183  HISTORY     - 1926     MONUMENTED       USGS
 JN0183  HISTORY     - 1963     GOOD             CGS
 JN0183  HISTORY     - 20111027 MARK NOT FOUND   GEOCAC
 JN0183
 JN0183                          STATION DESCRIPTION
 JN0183
 JN0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0183'IN LOA.
 JN0183'AT LOA, ALONG FORMER STATE HIGHWAY 24, 0.2 MILE SOUTH OF THE RODEO
 JN0183'GROUNDS, 87 FEET NORTHWEST OF THE CENTER OF THE T JUNCTION OF THE
 JN0183'FORMER HIGHWAY AND A PAVED STREET EAST, 51 FEET WEST OF THE CENTER
 JN0183'LINE OF THE HIGHWAY, 24 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD
 JN0183'WEST, 75 FEET SOUTH OF THE SOUTHEAST CORNER OF THE LOADING CHUTE AT
 JN0183'OLD STOCK PENS, 51 FEET NORTH AND ACROSS THE DIRT ROAD FROM A FENCE
 JN0183'CORNER, 2.0 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 JN0183'OLD HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 JN0183'ABOVE THE GROUND.
 JN0183
 JN0183                          STATION RECOVERY (2011)
 JN0183
 JN0183'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 JN0183'MARK MAY HAVE BEEN DISTURBED WHEN THE ROAD WEST WAS PAVED. THE '87
 JN0183'FEET NORTHWEST OF THE CENTER OF THE T JUNCTION' APPEARS TO BE IN
 JN0183'ERROR.  IT NOW MEASURES 187 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0422 ***********************************************************************
 KN0422  DESIGNATION -  LOAFER
 KN0422  PID         -  KN0422
 KN0422  STATE/COUNTY-  UT/UTAH
 KN0422  COUNTRY     -  US
 KN0422  USGS QUAD   -  BIRDSEYE (2017)
 KN0422
 KN0422                         *CURRENT SURVEY CONTROL
 KN0422  ______________________________________________________________________
 KN0422* NAD 83(1994) POSITION- 39 58 59.89870(N) 111 37 25.39878(W)   ADJUSTED
 KN0422* NAVD 88 ORTHO HEIGHT -  3258.1   (meters)    10689.    (feet) VERTCON3
 KN0422  ______________________________________________________________________
 KN0422  GEOID HEIGHT    -        -16.687 (meters)                     GEOID18
 KN0422  LAPLACE CORR    -         23.30  (seconds)                    DEFLEC18
 KN0422  HORZ ORDER      -  THIRD
 KN0422
 KN0422.The horizontal coordinates were established by classical geodetic methods
 KN0422.and adjusted by the National Geodetic Survey in November 1997.
 KN0422
 KN0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0422
 KN0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0422.GEOID18 height accuracy estimate available here.
 KN0422
 KN0422.Click photographs - Photos may exist for this station.
 KN0422
 KN0422.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0422
 KN0422. The following values were computed from the NAD 83(1994) position.
 KN0422
 KN0422;                    North         East     Units Scale Factor Converg.
 KN0422;SPC UT C     - 2,183,185.132   489,433.376   MT  0.99990216   -0 04 45.3
 KN0422;SPC UT C     - 7,162,666.55  1,605,749.33   sFT  0.99990216   -0 04 45.3
 KN0422;UTM  12      - 4,426,090.519   446,746.138   MT  0.99963491   -0 24 02.8
 KN0422
 KN0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0422!SPC UT C     -   0.99949175  x   0.99990216  =   0.99939396
 KN0422!UTM  12      -   0.99949175  x   0.99963491  =   0.99912685
 KN0422
 KN0422:                Primary Azimuth Mark                     Grid Az
 KN0422:SPC UT C     -  PAYSON                                   300 13 42.7
 KN0422:UTM  12      -  PAYSON                                   300 33 00.2
 KN0422
 KN0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK4674626090(NAD 83)
 KN0422
 KN0422|---------------------------------------------------------------------|
 KN0422| PID    Reference Object                     Distance      Geod. Az  |
 KN0422|                                                           dddmmss.s |
 KN0422| LO0784 PAYSON                              APPROX. 9.1 KM 3000857.4 |
 KN0422|---------------------------------------------------------------------|
 KN0422
 KN0422                          SUPERSEDED SURVEY CONTROL
 KN0422
 KN0422  NAD 83(1993)-  39 58 59.89588(N)    111 37 25.39473(W) AD(       ) 3
 KN0422  NAD 83(1986)-  39 58 59.88691(N)    111 37 25.39324(W) AD(       ) 3
 KN0422  NAD 27      -  39 59 00.04726(N)    111 37 22.66716(W) AD(       ) 3
 KN0422  NGVD 29 (07/19/86) 3256.8    (m)        10685.     (f) VERT ANG       
 KN0422
 KN0422.Superseded values are not recommended for survey control.
 KN0422
 KN0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0422.See file dsdata.pdf to determine how the superseded data were derived.
 KN0422
 KN0422
 KN0422  HISTORY     - Date     Condition        Report By
 KN0422  HISTORY     - 1946     MONUMENTED       USGS
 KN0422  HISTORY     - 1950     GOOD             USGS
 KN0422
 KN0422                          STATION DESCRIPTION
 KN0422
 KN0422'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KN0422'LOCATED ABOUT 4.5 MI. S. AND 5.5 MI. E. OF THE CITY OF PAYSON, ON
 KN0422'LOAFER MOUNTAIN AND ON THE HIGHEST POINT OF THE N. ONE OF THE TWO
 KN0422'PEAKS THAT ARE ABOUT THE SAME ELEVATION AND ABOUT A MILE APART THIS IS
 KN0422'THE APPROXIMATE LOCATION OF OLD USGS INTERSECTED STATION SANTAQUIN.
 KN0422'
 KN0422'RECOVERED AS DESCRIBED, ALL MARKS IN GOOD
 KN0422'CONDITION .
 KN0422'
 KN0422'AN ALTERNATE ROUTE OF REACHING STATION IS AS FOLLOWS, TO REACH FROM
 KN0422'THE NE. CORNER OF FAIRGROUNDS IN PAYSON, DRIVE S. INTO PAYSON
 KN0422'CANYON AND CONTINUE ON PAYSON CANYON RD. FOR 11.5 MI. TO A DIRT TRACK
 KN0422'RD. TAKING OFF AT RIGHT ANGLES TO PAYSON CANYON RD. ABOUT 100 YARDS W.
 KN0422'OF A RD. FORK, TURN LEFT N. ONTO TRACK RD. AND DRIVE AS FAR AS
 KN0422'POSSIBLE.  CONTINUE ON TRAIL TO A SADDLE AND CIRCULAR LOG CORRAL,
 KN0422'FOLLOW TRAIL N. UP A RIDGE BETWEEN TWO DEEPLY ERODED RAVINES TO TOP OF
 KN0422'E-W. RIDGE, THEN ALONG E-W. RIDGE TO POINT WHERE TRAIL SKIRTS THE S.
 KN0422'EDGE OF MOUNTAIN, HERE LEAVE THE TRAIL AND WALK ALONG THE N. SIDE OF
 KN0422'THE MOUNTAIN TO THE E. END OF THE BASIN, THEN UP N-S. RIDGE TO THE
 KN0422'SUMMIT AND STATION.  ABOUT 4 1/2 HOUR BACK PACK.
 KN0422'
 KN0422'REFERENCE MARK NO.1 - STANDARD TABLET STAMPED ---LOAFER NO.1--- SET IN
 KN0422'DRILL HOLE IN SOLID ROCK, 10.48 FT. FROM STATION MARK,
 KN0422'N 08 DEG 12 MIN E.
 KN0422'
 KN0422'REFERENCE MARK NO.2 - STANDARD TABLET STAMPED ---LOAFER NO.2--- SET IN
 KN0422'DRILL HOLE IN SOLID ROCK, 13.79 FT. FROM STATION MARK,
 KN0422'N 72 DEG 37 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0520 ***********************************************************************
 JM0520  DESIGNATION -  LOCKHART
 JM0520  PID         -  JM0520
 JM0520  STATE/COUNTY-  UT/SAN JUAN
 JM0520  COUNTRY     -  US
 JM0520  USGS QUAD   -  LOCKHART BASIN (2017)
 JM0520
 JM0520                         *CURRENT SURVEY CONTROL
 JM0520  ______________________________________________________________________
 JM0520* NAD 83(1994) POSITION- 38 15 33.67821(N) 109 41 48.09052(W)   ADJUSTED
 JM0520* NAVD 88 ORTHO HEIGHT -  1919.1   (meters)     6296.    (feet) VERTCON3
 JM0520  ______________________________________________________________________
 JM0520  GEOID HEIGHT    -        -19.749 (meters)                     GEOID18
 JM0520  LAPLACE CORR    -         12.59  (seconds)                    DEFLEC18
 JM0520  HORZ ORDER      -  SECOND
 JM0520
 JM0520.The horizontal coordinates were established by classical geodetic methods
 JM0520.and adjusted by the National Geodetic Survey in November 1997.
 JM0520
 JM0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0520
 JM0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0520.GEOID18 height accuracy estimate available here.
 JM0520
 JM0520.Click photographs - Photos may exist for this station.
 JM0520
 JM0520.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0520
 JM0520. The following values were computed from the NAD 83(1994) position.
 JM0520
 JM0520;                    North         East     Units Scale Factor Converg.
 JM0520;SPC UT S     - 3,178,288.164   657,817.502   MT  0.99998563   +1 06 17.5
 JM0520;SPC UT S     -10,427,433.75  2,158,189.59   sFT  0.99998563   +1 06 17.5
 JM0520;UTM  12      - 4,235,394.765   614,025.126   MT  0.99976012   +0 48 25.6
 JM0520
 JM0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0520!SPC UT S     -   0.99970207  x   0.99998563  =   0.99968770
 JM0520!UTM  12      -   0.99970207  x   0.99976012  =   0.99946226
 JM0520
 JM0520:                Primary Azimuth Mark                     Grid Az
 JM0520:SPC UT S     -  LOCKHART AZ MK                           087 42 07.4
 JM0520:UTM  12      -  LOCKHART AZ MK                           087 59 59.3
 JM0520
 JM0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH1402535394(NAD 83)
 JM0520
 JM0520|---------------------------------------------------------------------|
 JM0520| PID    Reference Object                     Distance      Geod. Az  |
 JM0520|                                                           dddmmss.s |
 JM0520| CM7568 LOCKHART AZ MK                                     0884824.9 |
 JM0520| CM7569 LOCKHART RM 1                         4.099 METERS 10955     |
 JM0520| CM7570 LOCKHART RM 2                         8.694 METERS 18336     |
 JM0520|---------------------------------------------------------------------|
 JM0520
 JM0520                          SUPERSEDED SURVEY CONTROL
 JM0520
 JM0520  NAD 83(1986)-  38 15 33.66850(N)    109 41 48.09142(W) AD(       ) 2
 JM0520  NAD 27      -  38 15 33.71075(N)    109 41 45.66375(W) AD(       ) 2
 JM0520  NGVD 29 (07/19/86) 1918.1    (m)         6293.     (f) VERT ANG       
 JM0520
 JM0520.Superseded values are not recommended for survey control.
 JM0520
 JM0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0520.See file dsdata.pdf to determine how the superseded data were derived.
 JM0520
 JM0520_MARKER: DS = TRIANGULATION STATION DISK
 JM0520_SETTING: 66 = SET IN ROCK OUTCROP
 JM0520_STAMPING: LOCKHART 1937
 JM0520_MARK LOGO: CGS
 JM0520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0520+STABILITY: POSITION/ELEVATION WELL
 JM0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0520+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2009
 JM0520
 JM0520  HISTORY     - Date     Condition        Report By
 JM0520  HISTORY     - 1937     MONUMENTED       CGS
 JM0520  HISTORY     - 1953     GOOD             USGS
 JM0520  HISTORY     - 20090617 GOOD             GEOCAC
 JM0520
 JM0520                          STATION DESCRIPTION
 JM0520
 JM0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JM0520'STATION LOCATED 23 MILES, AIRLINE, SSW OF MOAB, UTAH, ON EXTREME
 JM0520'SW TIP OF LOCKHART POINT OVERLOOKING COLORADO VALLEY.
 JM0520'LOCKHART POINT IS SURROUNDED ON THREE SIDES BY VERTICAL
 JM0520'RIM-ROCK.  THE POINT CONSISTS OF SEVERAL WHITE SANDSTONE KNOBS.
 JM0520'STATION IS ON HIGHEST AND MOST WESTERLY KNOB, ABOUT 80 FEET
 JM0520'FROM VERTICAL CLIFF TO S AND ABOUT 200 YARDS FROM VERTICAL
 JM0520'CLIFFS TO W, AND N.  ALSO STATION IS ABOUT 3 MILES W BY S OF
 JM0520'HORSEHEAD ROCK.
 JM0520'
 JM0520'STATION MARK IS A STANDARD BRONZE DISK SET IN OUTCROPPING
 JM0520'BEDROCK.  IT IS AT THE HIGHEST POINT OF KNOLL AND STAMPED
 JM0520'LOCKHART, 1937.
 JM0520'
 JM0520'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN OUTCROPPING
 JM0520'BEDROCK.  IT IS 13 FEET E OF STATION AND AT SAME ELEVATION.
 JM0520'
 JM0520'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN OUTCROPPING
 JM0520'BEDROCK.  IT IS 28 FEET SSE OF STATION, AND 5 FEET LOWER
 JM0520'THAN STATION.
 JM0520'
 JM0520'AZIMUTH MARK IS ABOUT 0.6 MILE ENE OF STATION.  IT IS A STANDARD
 JM0520'BRONZE DISK SET IN OUTCROPPING BEDROCK.  THE MARK IS IN LINE
 JM0520'WITH THE SECOND ROCKY KNOLL E OF THE STATION.  IT IS ON THE
 JM0520'FIRST RISE TO THE E OF THIS KNOLL AND IS ABOUT 200 YARDS FROM
 JM0520'THE CLIFF TO THE S.
 JM0520'
 JM0520'TO REACH FROM MOAB, GO S 24.3 MILES TO LA SAL JUNCTION ON U.S.
 JM0520'HIGHWAY 450, CONTINUE S ON HIGHWAY 450 FOR 0.8 MILE TO TRACK
 JM0520'ROAD RIGHT, W, NEARLY OPPOSITE CUTOFF ROAD TO LA SAL.  FOLLOW
 JM0520'ROAD RIGHT FOR 6.1 MILES TO SHACK AND GRANARY ON RIGHT.  CROSSING
 JM0520'OF HATCH WASH STRAIGHT AHEAD IS DRY CROSSING.  IF WET BEAR
 JM0520'RIGHT FOR ROCK CROSSING.  CONTINUE SW AND NW 11.1 MILES TO
 JM0520'ANOTHER SHACK AND GRANARY.  ABOUT 100 YARDS BEFORE REACHING
 JM0520'SHACK TURN LEFT SW UP VALLEY ON DIM WAGON TRACKS AND FOLLOW
 JM0520'THEM 2.0 MILES TO THEIR END AT TRIANGLE BLAZE ON PINON TREE,
 JM0520'WITH LARGE SMOOTH ROCK OUTCROP TO RIGHT.  FROM HERE
 JM0520'HORSEHEAD ROCK BEARS 270, ANOTHER SMALLER OUTCROP 300, AND A
 JM0520'LONE CEDAR ON BARE SLOPING RIDGE BELOW HORIZON, 3/4 MILE,
 JM0520'216 DEG MAGNETIC.  CONTINUE SW DOWN GRADE THROUGH SAGE FOR 0.3
 JM0520'MILE TO SECOND OUTCROP, THENCE TO LEFT FOLLOWING SHALLOW
 JM0520'VALLEY IN SOUTHERLY DIRECTION AND RIGHT UP A TRIBUTARY
 JM0520'VALLEY 0.7 MILE FROM OUTCROP, TO SADDLE 150 YARDS E OF LONE
 JM0520'CEDAR.  BEAR LEFT 0.5 MILE, THENCE BEAR RIGHT OVER LOW RIDGE
 JM0520'INTO BROAD SHALLOW VALLEY LEADING W, FOLLOW UP THIS VALLEY
 JM0520'1.9 MILES THROUGH SAGE, THENCE BEAR RIGHT OVER A RIDGE AT
 JM0520'POINT WHERE VALLEY TURNS TO LEFT.  CROSSING RIDGE YOU
 JM0520'ENTER A VALLEY THAT DRAINS N INTO LOCKHART CANYON.
 JM0520'HORSEHEAD ROCK IS VISIBLE 1-1/2 MILES TO NW.  DUE W ARE
 JM0520'THREE KNOLLS.  THE RIGHT AND MOST DISTANT HAS A SMOOTH
 JM0520'GREEN SE SLOPE, WITH HEAVY GROWTH OF PINONS ON TOP, MIDDLE IS
 JM0520'BUFF COLORED, SCATTERED PINONS ON TOP AND STEEP SLOPE RIGHT.
 JM0520'THE LEFT KNOLL HAS ONE PROMINENT LONE TREE.  DRIVE ACROSS
 JM0520'VALLEY THROUGH SAGE FOR RIGHT KNOLL AND END OF TRUCK TRAVEL.
 JM0520'PACK OVER KNOLL TO ITS W END.  STATION IS VISIBLE AT 266 DEG
 JM0520'MAGNETIC, DISTANCE ABOUT 3 MILES.  CIRCLE SLIGHTLY TO RIGHT
 JM0520'TO AVOID INDENTATION IN CANYON.  STATION IS AT W END OF POINT
 JM0520'ON WESTERLY KNOB.
 JM0520
 JM0520                          STATION RECOVERY (1953)
 JM0520
 JM0520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (JNT)
 JM0520'STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD
 JM0520'CONDITION.  STATION REACHED BY HELICOPTER.
 JM0520
 JM0520                          STATION RECOVERY (2009)
 JM0520
 JM0520'RECOVERY NOTE BY GEOCACHING 2009 (JAP)
 JM0520'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0760 ***********************************************************************
 MS0760  DESIGNATION -  LOCO ET
 MS0760  PID         -  MS0760
 MS0760  STATE/COUNTY-  UT/BOX ELDER
 MS0760  COUNTRY     -  US
 MS0760  USGS QUAD   -  CROCODILE MOUNTAIN NE (2017)
 MS0760
 MS0760                         *CURRENT SURVEY CONTROL
 MS0760  ______________________________________________________________________
 MS0760* NAD 83(1994) POSITION- 41 37 47.55335(N) 113 07 09.90682(W)   ADJUSTED
 MS0760* NAVD 88 ORTHO HEIGHT -  1438.0   (meters)     4718.    (feet) VERTCON3
 MS0760  ______________________________________________________________________
 MS0760  GEOID HEIGHT    -        -15.916 (meters)                     GEOID18
 MS0760  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 MS0760  HORZ ORDER      -  SECOND
 MS0760
 MS0760.The horizontal coordinates were established by classical geodetic methods
 MS0760.and adjusted by the National Geodetic Survey in November 1997.
 MS0760
 MS0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0760
 MS0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0760.GEOID18 height accuracy estimate available here.
 MS0760
 MS0760.Click photographs - Photos may exist for this station.
 MS0760
 MS0760.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0760
 MS0760. The following values were computed from the NAD 83(1994) position.
 MS0760
 MS0760;                    North         East     Units Scale Factor Converg.
 MS0760;SPC UT N     - 1,145,241.446   365,065.937   MT  0.99997869   -1 04 04.0
 MS0760;SPC UT N     - 3,757,346.31  1,197,720.49   sFT  0.99997869   -1 04 04.0
 MS0760;UTM  12      - 4,610,852.784   323,456.525   MT  0.99998356   -1 24 30.0
 MS0760
 MS0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0760!SPC UT N     -   0.99977700  x   0.99997869  =   0.99975569
 MS0760!UTM  12      -   0.99977700  x   0.99998356  =   0.99976056
 MS0760
 MS0760:                Primary Azimuth Mark                     Grid Az
 MS0760:SPC UT N     -  RACE ET                                  184 18 00.6
 MS0760:UTM  12      -  RACE ET                                  184 38 26.6
 MS0760
 MS0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM2345610852(NAD 83)
 MS0760
 MS0760|---------------------------------------------------------------------|
 MS0760| PID    Reference Object                     Distance      Geod. Az  |
 MS0760|                                                           dddmmss.s |
 MS0760| MS0769 RACE ET                             APPROX.14.8 KM 1831356.6 |
 MS0760|---------------------------------------------------------------------|
 MS0760
 MS0760                          SUPERSEDED SURVEY CONTROL
 MS0760
 MS0760  NAD 83(1986)-  41 37 47.54317(N)    113 07 09.89053(W) AD(       ) 2
 MS0760  NAD 27      -  41 37 47.81946(N)    113 07 06.92933(W) AD(       ) 2
 MS0760  NGVD 29 (07/19/86) 1437.0    (m)         4715.     (f) VERT ANG       
 MS0760
 MS0760.Superseded values are not recommended for survey control.
 MS0760
 MS0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0760.See file dsdata.pdf to determine how the superseded data were derived.
 MS0760
 MS0760_MARKER: DD = SURVEY DISK
 MS0760_SETTING: 66 = SET IN ROCK OUTCROP
 MS0760_STAMPING: LOCO ET 1966
 MS0760_MARK LOGO: USGS
 MS0760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0760+STABILITY: POSITION/ELEVATION WELL
 MS0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0760+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2009
 MS0760
 MS0760  HISTORY     - Date     Condition        Report By
 MS0760  HISTORY     - 1966     MONUMENTED       USGS
 MS0760  HISTORY     - 20091104 GOOD             NGS
 MS0760
 MS0760                          STATION DESCRIPTION
 MS0760
 MS0760'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JMW)
 MS0760'LOCATED ABOUT 17 MI. (AIRLINE) SE. OF PARK VALLEY.  ABOUT 13
 MS0760'MI. NW. OF DOLPHIN ISLAND.  ABOUT 11 MI. SW. OF LOCOMOTIVE
 MS0760'SPRINGS.  ON THE S. AND LOWEST OF TWO TOPS ON THE DETACHED
 MS0760'HILL AT THE N. END OF THE HOGUP MOUNTAINS.  ON HIGHEST POINT
 MS0760'OF TOP.
 MS0760'
 MS0760'REACHED BY HELICOPTER.  STATION CAN BE DRIVEN TO VIA TRUCK
 MS0760'FROM KELTON ON THE HOGUP-KELTON RD.  THENCE E. ONTO RIDGE.
 MS0760'THENCE S. ALONG RIDGE TO TOP AND STATION.
 MS0760'
 MS0760'STATION MARK--AN ALUMINUM TABLET STAMPED LOCO ET 1966 CEMENTED
 MS0760'INTO DRILL HOLE IN ROCK OUTCROPPING.
 MS0760'
 MS0760'REFERENCE MARKS--NONE.
 MS0760
 MS0760                          STATION RECOVERY (2009)
 MS0760
 MS0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2009 (MBJ)
 MS0760'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0722 ***********************************************************************
 MR0722  DESIGNATION -  LOGAN 2
 MR0722  PID         -  MR0722
 MR0722  STATE/COUNTY-  UT/CACHE
 MR0722  COUNTRY     -  US
 MR0722  USGS QUAD   -  LOGAN PEAK (2017)
 MR0722
 MR0722                         *CURRENT SURVEY CONTROL
 MR0722  ______________________________________________________________________
 MR0722* NAD 83(1994) POSITION- 41 42 48.64431(N) 111 43 03.62727(W)   ADJUSTED
 MR0722* NAVD 88 ORTHO HEIGHT -  2962.3   (meters)     9719.    (feet) VERTCON3
 MR0722  ______________________________________________________________________
 MR0722  GEOID HEIGHT    -        -14.922 (meters)                     GEOID18
 MR0722  LAPLACE CORR    -          8.32  (seconds)                    DEFLEC18
 MR0722  HORZ ORDER      -  FIRST
 MR0722
 MR0722.The horizontal coordinates were established by classical geodetic methods
 MR0722.and adjusted by the National Geodetic Survey in November 1997.
 MR0722
 MR0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0722
 MR0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0722.GEOID18 height accuracy estimate available here.
 MR0722
 MR0722.Click photographs - Photos may exist for this station.
 MR0722
 MR0722.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0722
 MR0722. The following values were computed from the NAD 83(1994) position.
 MR0722
 MR0722;                    North         East     Units Scale Factor Converg.
 MR0722;SPC UT N     - 1,153,295.857   481,885.068   MT  0.99998941   -0 08 36.7
 MR0722;SPC UT N     - 3,783,771.49  1,580,984.59   sFT  0.99998941   -0 08 36.7
 MR0722;UTM  12      - 4,618,217.428   440,297.894   MT  0.99964386   -0 28 39.2
 MR0722
 MR0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0722!SPC UT N     -   0.99953793  x   0.99998941  =   0.99952735
 MR0722!UTM  12      -   0.99953793  x   0.99964386  =   0.99918196
 MR0722
 MR0722:                Primary Azimuth Mark                     Grid Az
 MR0722:SPC UT N     -  LOGAN 2 AZ MK                            159 53 21.3
 MR0722:UTM  12      -  LOGAN 2 AZ MK                            160 13 23.8
 MR0722
 MR0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM4029718217(NAD 83)
 MR0722
 MR0722|---------------------------------------------------------------------|
 MR0722| PID    Reference Object                     Distance      Geod. Az  |
 MR0722|                                                           dddmmss.s |
 MR0722| CM5066 LOGAN 2 RM 1                         12.148 METERS 07900     |
 MR0722| CM5065 LOGAN 2 AZ MK                                      1594444.6 |
 MR0722| CM5067 LOGAN 2 RM 2                         13.972 METERS 21924     |
 MR0722| MS0721 PROMONTORY PT AIRPORT BEACON        APPROX.81.4 KM 2270722.1 |
 MR0722| MR0737 LOGAN RADIO STA KVNU WEST MAST      APPROX.11.2 KM 2954559.5 |
 MR0722| MR0736 LOGAN MUN AIRPORT BEACON            APPROX.13.7 KM 3040039.6 |
 MR0722|---------------------------------------------------------------------|
 MR0722
 MR0722                          SUPERSEDED SURVEY CONTROL
 MR0722
 MR0722  NAD 83(1993)-  41 42 48.64288(N)    111 43 03.62401(W) AD(       ) 1
 MR0722  NAD 83(1986)-  41 42 48.63448(N)    111 43 03.61501(W) AD(       ) 1
 MR0722  NAD 27      -  41 42 48.87470(N)    111 43 00.82990(W) AD(       ) 1
 MR0722  NGVD 29 (08/09/96) 2961.0    (m)         9715.     (f) VERT ANG       
 MR0722  NGVD 29 (07/19/86) 2961.1    (m)         9715.     (f) VERT ANG       
 MR0722
 MR0722.Superseded values are not recommended for survey control.
 MR0722
 MR0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0722.See file dsdata.pdf to determine how the superseded data were derived.
 MR0722
 MR0722_MARKER: DB = BENCH MARK DISK
 MR0722_SETTING: 80 = SET IN A BOULDER
 MR0722_STAMPING: LOGAN 2 1952
 MR0722_MARK LOGO: USGS
 MR0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0722+STABILITY: SURFACE MOTION
 MR0722
 MR0722  HISTORY     - Date     Condition        Report By
 MR0722  HISTORY     - 1952     MONUMENTED       USGS
 MR0722  HISTORY     - 1963     GOOD             CGS
 MR0722  HISTORY     - 1963     GOOD             CGS
 MR0722
 MR0722                          STATION DESCRIPTION
 MR0722
 MR0722'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (JCC)
 MR0722'THE STATION IS LOCATED ON LOGAN PEAK, WHICH IS ON THE BEAR
 MR0722'RIVER RANGE AND IN THE CACHE NATIONAL FOREST.  IT IS 6 MILES
 MR0722'EAST SOUTHEAST OF LOGAN AND 22 MILES SOUTHWEST OF THE SOUTH
 MR0722'END OF BEAR LAKE.
 MR0722'
 MR0722'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 91 AND 89 IN LOGAN
 MR0722'GO EASTERLY ON U.S. HIGHWAY 89 FOR 11.3 MILES TO A SHARP,
 MR0722'PAVED SIDE ROAD RIGHT AND SIGN RIGHT FORK LOGAN CANYON, L.D.S.
 MR0722'GIRLS CAMP 1 MI., BLACKSMITH FORK 16 MI.  TURN RIGHT AND
 MR0722'FOLLOW THE MAIN ROAD FOR 1.3 MILES TO THE END OF THE PAVEMENT
 MR0722'AT A LOG BUILDING ON THE LEFT.  CONTINUE AHEAD ON A GOOD
 MR0722'GRAVELED ROAD FOR 3.65 MILES TO THE TOP OF A RIDGE AND A SIDE
 MR0722'ROAD RIGHT AND A TRACK ROAD LEADING TO THE LEFT.  TURN
 MR0722'RIGHT AND FOLLOW THE GRADED ROAD 4 MILES TO A FORK AND A
 MR0722'CORRAL ON THE RIGHT.  TAKE THE RIGHT FORK PASSING TO THE
 MR0722'LEFT OF THE CORRAL AND CONTINUE UP HILL ON A STEEP AND ROUGH
 MR0722'ROAD (A 4-WHEEL DRIVE VEHICLE IS NEEDED FROM THIS POINT
 MR0722'ON) FOR 3.0 MILES TO A FORK.  TAKE THE LEFT FORK FOR 0.65
 MR0722'MILE TO A FORK.  TAKE THE RIGHT FORK FOR 0.1 MILE TO A
 MR0722'FORK.  TAKE THE RIGHT FORK UP HILL FOR 0.05 MILE TO A FORK.
 MR0722'TAKE THE LEFT FORK THE MAIN ROAD FOR 0.3 MILE TO A POND
 MR0722'ON THE LEFT, CONTINUE AHEAD ON THE MAIN ROAD FOR 0.25
 MR0722'MILE TO A FORK.  TAKE THE RIGHT FORK FOR 0.35 MILE TO A
 MR0722'SIDE ROAD LEFT.  CONTINUE UP HILL AND ALONG THE RIDGE ON THE
 MR0722'MAIN ROAD FOR 0.9 MILE TO THE HIGHEST POINT AND THE
 MR0722'STATION.  TO REACH THE AZIMUTH MARK CONTINUE SOUTHWEST AND
 MR0722'SOUTH ALONG THE RIDGE FOR 0.95 MILE TO THE AZIMUTH MARK.
 MR0722'
 MR0722'THE STATION MARK IS A U.S. GEOLOGICAL BENCH MARK DISK, STAMPED
 MR0722'LOGAN 2 1952, CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS 4
 MR0722'INCHES LOWER THAN THE SURFACE OF THE GROUND.  IT IS ON THE
 MR0722'HIGHEST POINT OF THE MOUNTAIN.
 MR0722'
 MR0722'REFERENCE MARK 1 IS A U.S. GEOLOGICAL REFERENCE MARK DISK,
 MR0722'STAMPED R.M. 1, CEMENTED IN A DRILL HOLE IN A BOULDER FLUSH
 MR0722'WITH THE SURFACE OF THE GROUND.  IT IS 9 FEET NORTH OF THE CENTER
 MR0722'OF THE TRACK ROAD AND IS 5 FEET LOWER THAN THE STATION MARK.
 MR0722'
 MR0722'REFERENCE MARK 2 IS A U.S. GEOLOGICAL REFERENCE MARK DISK,
 MR0722'STAMPED R.M. 2, CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING
 MR0722'4 INCHES.  IT IS 12 FEET NORTH OF THE CENTER OF THE TRACK
 MR0722'ROAD AND 5 FEET LOWER THAN THE STATION MARK.
 MR0722'
 MR0722'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LOGAN 2 USGS 1962,
 MR0722'CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 1 FOOT.  IT
 MR0722'IS 30 FEET NORTHWEST OF A 4 BY 4 INCH POST THAT IS ON THE
 MR0722'HIGHEST POINT AND 5 FEET LOWER THAN THE HIGHEST POINT.
 MR0722
 MR0722                          STATION RECOVERY (1963)
 MR0722
 MR0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MR0722'ALL MARKS WERE RECOVERED AS DESCRIBED.  THE DESCRIPTION TO
 MR0722'REACH THE STATION IS ADEQUATE.
 MR0722
 MR0722                          STATION RECOVERY (1963)
 MR0722
 MR0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MR0722'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 41111-4,
 MR0722'STATION 1003.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0732 ***********************************************************************
 MR0732  DESIGNATION -  LOGAN AIRPORT
 MR0732  PID         -  MR0732
 MR0732  STATE/COUNTY-  UT/CACHE
 MR0732  COUNTRY     -  US
 MR0732  USGS QUAD   -  SMITHFIELD (2017)
 MR0732
 MR0732                         *CURRENT SURVEY CONTROL
 MR0732  ______________________________________________________________________
 MR0732* NAD 83(2011) POSITION- 41 47 05.72757(N) 111 51 29.43018(W)   ADJUSTED
 MR0732* NAD 83(2011) ELLIP HT-  1339.190 (meters)        (06/27/12)   ADJUSTED
 MR0732* NAD 83(2011) EPOCH   -  2010.00
 MR0732* NAVD 88 ORTHO HEIGHT -  1354.7   (meters)     4445.    (feet) VERTCON3
 MR0732  ______________________________________________________________________
 MR0732  GEOID HEIGHT    -        -15.509 (meters)                     GEOID18
 MR0732  NAD 83(2011) X  - -1,773,667.599 (meters)                     COMP
 MR0732  NAD 83(2011) Y  - -4,421,460.379 (meters)                     COMP
 MR0732  NAD 83(2011) Z  -  4,228,713.454 (meters)                     COMP
 MR0732  LAPLACE CORR    -          5.42  (seconds)                    DEFLEC18
 MR0732
 MR0732  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MR0732  Standards:
 MR0732         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MR0732            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MR0732  -------------------------------------------------------------------
 MR0732  NETWORK    2.46   5.61           1.03   0.93   2.86      0.38958700
 MR0732  -------------------------------------------------------------------
 MR0732  Click here for local accuracies and other accuracy information.
 MR0732
 MR0732.This mark is at Logan-Cache Airport (LGU)
 MR0732
 MR0732.The horizontal coordinates were established by GPS observations
 MR0732.and adjusted by the National Geodetic Survey in June 2012.
 MR0732
 MR0732.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MR0732.been affixed to the stable North American tectonic plate. See 
 MR0732.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MR0732
 MR0732.The horizontal coordinates are valid at the epoch date displayed above
 MR0732.which is a decimal equivalence of Year/Month/Day.
 MR0732
 MR0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0732
 MR0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0732.GEOID18 height accuracy estimate available here.
 MR0732
 MR0732.Click photographs - Photos may exist for this station.
 MR0732
 MR0732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MR0732
 MR0732.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0732
 MR0732.The ellipsoidal height was determined by GPS observations
 MR0732.and is referenced to NAD 83.
 MR0732
 MR0732. The following values were computed from the NAD 83(2011) position.
 MR0732
 MR0732;                    North         East     Units Scale Factor Converg.
 MR0732;SPC UT N     - 1,161,266.110   470,225.284   MT  1.00000026   -0 14 10.2
 MR0732;SPC UT N     - 3,809,920.56  1,542,730.79   sFT  1.00000026   -0 14 10.2
 MR0732;UTM  12      - 4,626,252.938   428,688.857   MT  0.99966258   -0 34 18.7
 MR0732
 MR0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0732!SPC UT N     -   0.99979000  x   1.00000026  =   0.99979026
 MR0732!UTM  12      -   0.99979000  x   0.99966258  =   0.99945265
 MR0732
 MR0732:                Primary Azimuth Mark                     Grid Az
 MR0732:SPC UT N     -  LOGAN AIRPORT AZ MK                      145 34 52.1
 MR0732:UTM  12      -  LOGAN AIRPORT AZ MK                      145 55 00.6
 MR0732
 MR0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2868826252(NAD 83)
 MR0732
 MR0732|---------------------------------------------------------------------|
 MR0732| PID    Reference Object                     Distance      Geod. Az  |
 MR0732|                                                           dddmmss.s |
 MR0732| MR0734 LOGAN APT MAGNETIC STA               11.088 METERS 06830     |
 MR0732| MR0736 LOGAN MUN AIRPORT BEACON            394.680 METERS 13108     |
 MR0732| MR0725 LOGAN UTAH COLL AGRIC BLDG CUP      APPROX. 6.1 KM 1432500.7 |
 MR0732| CM5068 LOGAN AIRPORT AZ MK                                1452041.9 |
 MR0732| MR0737 LOGAN RADIO STA KVNU WEST MAST      APPROX. 3.5 KM 1520617.2 |
 MR0732| CM5069 LOGAN AIRPORT RM 1                   15.343 METERS 33648     |
 MR0732| MR0739 AMALGA ROCKY MTN DAIRY STACK        APPROX. 7.5 KM 3412542.0 |
 MR0732|---------------------------------------------------------------------|
 MR0732
 MR0732                          SUPERSEDED SURVEY CONTROL
 MR0732
 MR0732  NAD 83(2007)-  41 47 05.72723(N)    111 51 29.43133(W) AD(2002.00) 0
 MR0732  ELLIP H (02/10/07) 1339.206  (m)                       GP(2002.00)    
 MR0732  ELLIP H (01/22/02) 1339.231  (m)                       GP(       ) 4 1
 MR0732  NAD 83(1994)-  41 47 05.72630(N)    111 51 29.42953(W) AD(       ) 2
 MR0732  ELLIP H (11/04/97) 1339.242  (m)                       GP(       ) 4 1
 MR0732  NAD 83(1993)-  41 47 05.72631(N)    111 51 29.42924(W) AD(       ) 2
 MR0732  NAD 83(1986)-  41 47 05.71637(N)    111 51 29.41439(W) AD(       ) 2
 MR0732  NAD 27      -  41 47 05.97010(N)    111 51 26.61220(W) AD(       ) 2
 MR0732  NGVD 29 (02/22/93) 1353.7    (m)  UNKNOWN  model used  GPS OBS        
 MR0732  NGVD 29 (07/19/86) 1353.4    (m)         4440.     (f) VERT ANG       
 MR0732
 MR0732.Superseded values are not recommended for survey control.
 MR0732
 MR0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0732.See file dsdata.pdf to determine how the superseded data were derived.
 MR0732
 MR0732_MARKER: DS = TRIANGULATION STATION DISK
 MR0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0732_STAMPING: LOGAN AIRPORT 1963
 MR0732_MARK LOGO: CGS
 MR0732_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MR0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0732+STABILITY: SURFACE MOTION
 MR0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0732+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1992
 MR0732
 MR0732  HISTORY     - Date     Condition        Report By
 MR0732  HISTORY     - 1963     MONUMENTED       CGS
 MR0732  HISTORY     - 1963     GOOD             CGS
 MR0732  HISTORY     - 1977     GOOD             NGS
 MR0732  HISTORY     - 1981     GOOD             NGS
 MR0732  HISTORY     - 19920713 GOOD             NOS
 MR0732
 MR0732                          STATION DESCRIPTION
 MR0732
 MR0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MR0732'THE STATION IS ABOUT 4 MILES NORTH-NORTHWEST OF LOGAN, 1 MILE
 MR0732'WEST OF U.S. HIGHWAY 91 AND 0.2 MILE NORTHWEST OF THE AIRPORT
 MR0732'TERMINAL, ON THE LOGAN MUNICIPAL AIRPORT.
 MR0732'
 MR0732'TO REACH THE STATION FROM THE POST OFFICE IN LOGAN, GO NORTH
 MR0732'ON U.S. HIGHWAY 91 FOR 3.1 MILES TO A PAVED SIDE ROAD LEFT
 MR0732'AND A SIGN AIRPORT.  TURN LEFT AND GO WEST ON PAVED ROAD FOR
 MR0732'1.0 MILE TO THE ENTRANCE TO THE AIRPORT.  TURN RIGHT AND GO NORTH
 MR0732'ON PAVED ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 MR0732'CONTINUE NORTH FOR 0.1 MILE TO THE AIR TERMINAL AND CONTROL
 MR0732'TOWER.  CONTINUE NORTH AND EAST, PASSING TO THE NORTH OF A
 MR0732'SMALL CONCRETE BUILDING FOR 0.1 MILE TO THE TAXI STRIP.  TURN
 MR0732'LEFT AND GO NORTH ON TAXI STRIP FOR 0.15 MILE TO A TAXI
 MR0732'STRIP LEFT.  TURN LEFT AND GO NORTHWEST ON TAXI STRIP FOR 0.05
 MR0732'MILE TO THE STATION ON THE RIGHT.
 MR0732'
 MR0732'STATION MARK IS A STANDARD DISK, STAMPED LOGAN AIRPORT 1963,
 MR0732'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 MR0732'GROUND.  IT IS 67 FEET NORTH OF THE CENTERLINE OF THE TAXI STRIP.
 MR0732'
 MR0732'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LOGAN AIRPORT
 MR0732'NO 1 1963, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 MR0732'FLUSH WITH THE GROUND.  IT IS 117 FEET NORTH OF THE CENTERLINE
 MR0732'OF THE TAXI STRIP AND ABOUT THE SAME ELEVATION AS THE STATION.
 MR0732'
 MR0732'MAGNETIC STATION IS A USC AND GS BRONZE DISK UNSTAMPED, SET IN
 MR0732'THE TOP OF AN 8 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 MR0732'IT IS 65 FEET NORTH OF THE CENTERLINE OF THE TAXI STRIP AND
 MR0732'ABOUT THE SAME ELEVATION AS THE STATION.
 MR0732'
 MR0732'AZIMUTH MARK IS A STANDARD DISK, STAMPED LOGAN AIRPORT 1963, SET
 MR0732'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 MR0732'IT IS 39 FEET WEST OF THE CENTERLINE OF A PAVED ROAD, 2.8
 MR0732'FEET WEST OF A TRANSFORMER POLE AND 2 FEET EAST OF A WITNESS
 MR0732'POST.
 MR0732
 MR0732                          STATION RECOVERY (1963)
 MR0732
 MR0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MR0732'RECOVERED IN GOOD CONDITION.
 MR0732
 MR0732                          STATION RECOVERY (1977)
 MR0732
 MR0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TGR)
 MR0732'STATION, RM1, AZI MK, AND MAG STATION RECOVERED IN GOOD CONDITION
 MR0732'AS DESCRIBED.
 MR0732'
 MR0732'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MR0732'AT LOGAN-CACHE AIRPORT.
 MR0732
 MR0732                          STATION RECOVERY (1981)
 MR0732
 MR0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DRM)
 MR0732'STATION, RM 1 AND THE MAGNETIC STATION RECOVERED AS DESCRIBED.
 MR0732'
 MR0732'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
 MR0732'
 MR0732'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 MR0732'NORTH-NORTHWEST OF LOGAN.
 MR0732
 MR0732                          STATION RECOVERY (1992)
 MR0732
 MR0732'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 MR0732'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0734 ***********************************************************************
 MR0734  DESIGNATION -  LOGAN APT MAGNETIC STA
 MR0734  PID         -  MR0734
 MR0734  STATE/COUNTY-  UT/CACHE
 MR0734  COUNTRY     -  US
 MR0734  USGS QUAD   -  SMITHFIELD (2017)
 MR0734
 MR0734                         *CURRENT SURVEY CONTROL
 MR0734  ______________________________________________________________________
 MR0734* NAD 83(1994) POSITION- 41 47 05.85798(N) 111 51 28.98274(W)   ADJUSTED
 MR0734* NAVD 88 ORTHO HEIGHT -  1354.    (meters)     4442.    (feet) SCALED
 MR0734  ______________________________________________________________________
 MR0734  GEOID HEIGHT    -        -15.509 (meters)                     GEOID18
 MR0734  LAPLACE CORR    -          5.43  (seconds)                    DEFLEC18
 MR0734  HORZ ORDER      -  THIRD
 MR0734
 MR0734.This mark is at Logan-Cache Airport (LGU)
 MR0734
 MR0734.The horizontal coordinates were established by classical geodetic methods
 MR0734.and adjusted by the National Geodetic Survey in November 1997.
 MR0734
 MR0734.The orthometric height was scaled from a topographic map.
 MR0734
 MR0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0734.GEOID18 height accuracy estimate available here.
 MR0734
 MR0734.Click photographs - Photos may exist for this station.
 MR0734
 MR0734.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0734
 MR0734. The following values were computed from the NAD 83(1994) position.
 MR0734
 MR0734;                    North         East     Units Scale Factor Converg.
 MR0734;SPC UT N     - 1,161,270.090   470,235.632   MT  1.00000026   -0 14 09.9
 MR0734;SPC UT N     - 3,809,933.62  1,542,764.74   sFT  1.00000026   -0 14 09.9
 MR0734;UTM  12      - 4,626,256.857   428,699.225   MT  0.99966256   -0 34 18.4
 MR0734
 MR0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0734!SPC UT N     -   0.99979010  x   1.00000026  =   0.99979036
 MR0734!UTM  12      -   0.99979010  x   0.99966256  =   0.99945273
 MR0734
 MR0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2869926256(NAD 83)
 MR0734
 MR0734                          SUPERSEDED SURVEY CONTROL
 MR0734
 MR0734  NAD 83(1993)-  41 47 05.85799(N)    111 51 28.98245(W) AD(       ) 3
 MR0734  NAD 83(1986)-  41 47 05.84805(N)    111 51 28.96761(W) AD(       ) 3
 MR0734  NAD 27      -  41 47 06.10200(N)    111 51 26.16500(W) AD(       ) 3
 MR0734
 MR0734.Superseded values are not recommended for survey control.
 MR0734
 MR0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0734.See file dsdata.pdf to determine how the superseded data were derived.
 MR0734
 MR0734_MARKER: DM = MAGNETIC STATION DISK
 MR0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0734_MARK LOGO: CGS
 MR0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0734+STABILITY: SURFACE MOTION
 MR0734
 MR0734  HISTORY     - Date     Condition        Report By
 MR0734  HISTORY     - 1963     MONUMENTED       CGS
 MR0734  HISTORY     - 1977     GOOD             NGS
 MR0734
 MR0734                          STATION DESCRIPTION
 MR0734
 MR0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MR0734'STATION IS ABOUT 4 MILES NORTH-NORTHWEST OF LOGAN, 1 MILE WEST
 MR0734'OF U.S. HIGHWAY 91 AND 0.2 MILE NORTHWEST OF THE AIRPORT
 MR0734'TERMINAL, ON THE LOGAN MUNICIPAL AIRPORT.
 MR0734'
 MR0734'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION LOGAN AIRPORT,
 MR0734'THE DISTANCE BEING 36.38 FEET OR 11.088 METERS WEST-SOUTHWEST.
 MR0734'
 MR0734'MAGNETIC STATION IS A USC AND GS BRONZE DISK UNSTAMPED, SET IN
 MR0734'THE TOP OF AN 8 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 MR0734'IT IS 65 FEET NORTH OF THE CENTERLINE OF THE TAXI STRIP AND
 MR0734'ABOUT THE SAME ELEVATION AS THE STATION.
 MR0734
 MR0734                          STATION RECOVERY (1977)
 MR0734
 MR0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TGR)
 MR0734'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THIS STATION IS ENE OF
 MR0734'LOGAN AIRPORT 1963.
 MR0734'
 MR0734'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MR0734'AT LOGAN-CACHE AIRPORT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0736 ***********************************************************************
 MR0736  DESIGNATION -  LOGAN MUN AIRPORT BEACON
 MR0736  PID         -  MR0736
 MR0736  STATE/COUNTY-  UT/CACHE
 MR0736  COUNTRY     -  US
 MR0736  USGS QUAD   -  SMITHFIELD (2017)
 MR0736
 MR0736                         *CURRENT SURVEY CONTROL
 MR0736  ______________________________________________________________________
 MR0736* NAD 83(1994) POSITION- 41 46 57.31103(N) 111 51 16.55361(W)   ADJUSTED
 MR0736  ______________________________________________________________________
 MR0736  GEOID HEIGHT    -        -15.507 (meters)                     GEOID18
 MR0736  LAPLACE CORR    -          5.68  (seconds)                    DEFLEC18
 MR0736  HORZ ORDER      -  THIRD
 MR0736
 MR0736.This mark is at Logan-Cache Airport (LGU)
 MR0736
 MR0736.The horizontal coordinates were established by classical geodetic methods
 MR0736.and adjusted by the National Geodetic Survey in November 1997.
 MR0736
 MR0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0736.GEOID18 height accuracy estimate available here.
 MR0736
 MR0736.Click photographs - Photos may exist for this station.
 MR0736
 MR0736.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0736
 MR0736. The following values were computed from the NAD 83(1994) position.
 MR0736
 MR0736;                    North         East     Units Scale Factor Converg.
 MR0736;SPC UT N     - 1,161,005.221   470,521.560   MT  0.99999988   -0 14 01.7
 MR0736;SPC UT N     - 3,809,064.63  1,543,702.82   sFT  0.99999988   -0 14 01.7
 MR0736;UTM  12      - 4,625,990.406   428,983.500   MT  0.99966206   -0 34 10.0
 MR0736
 MR0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2898325990(NAD 83)
 MR0736
 MR0736                          SUPERSEDED SURVEY CONTROL
 MR0736
 MR0736  NAD 83(1993)-  41 46 57.30986(N)    111 51 16.55159(W) AD(       ) 3
 MR0736  NAD 83(1986)-  41 46 57.30047(N)    111 51 16.54219(W) AD(       ) 3
 MR0736  NAD 27      -  41 46 57.55400(N)    111 51 13.74100(W) AD(       ) 3
 MR0736
 MR0736.Superseded values are not recommended for survey control.
 MR0736
 MR0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0736.See file dsdata.pdf to determine how the superseded data were derived.
 MR0736
 MR0736_MARKER: 21 = AIRPORT BEACON
 MR0736
 MR0736  HISTORY     - Date     Condition        Report By
 MR0736  HISTORY     - 1963     FIRST OBSERVED   CGS
 MR0736  HISTORY     - 1977     GOOD             NGS
 MR0736  HISTORY     - 19860708 GOOD             NGS
 MR0736
 MR0736                          STATION DESCRIPTION
 MR0736
 MR0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MR0736'THE STATION IS THE TOP CENTER OF A 50 FOOT HIGH AIRPORT BEACON,
 MR0736'BUILT OF STRUCTURAL STEEL AND HAS A REVOLVING GREEN AND WHITE LIGHT
 MR0736'ON TOP.  IT IS ABOUT 4 MILES NORTH-NORTHWEST OF LOGAN, 1 MILE
 MR0736'WEST OF U.S. HIGHWAY 91 AND NEAR THE AIR TERMINAL.
 MR0736
 MR0736                          STATION RECOVERY (1977)
 MR0736
 MR0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TGR)
 MR0736'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 MR0736'
 MR0736'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MR0736'AT LOGAN-CACHE AIRPORT.
 MR0736
 MR0736                          STATION RECOVERY (1986)
 MR0736
 MR0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (NGS)
 MR0736'THE STATION IS THE SPINDLE OF A 50 FOOT (15.2 M) HIGH AIRPORT BEACON,
 MR0736'BUILT OF STRUCTURAL STEEL AND HAS A REVOLVING GREEN AND WHITE LIGHT ON
 MR0736'TOP.  IT IS ABOUT 4 MILES (6.4 KM) NORTH-NORTHWEST OF LOGAN AT THE
 MR0736'LOGAN-CACHE AIRPORT AND NEAR THE TERMINAL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0737 ***********************************************************************
 MR0737  DESIGNATION -  LOGAN RADIO STA KVNU WEST MAST
 MR0737  PID         -  MR0737
 MR0737  STATE/COUNTY-  UT/CACHE
 MR0737  COUNTRY     -  US
 MR0737  USGS QUAD   -  SMITHFIELD (2017)
 MR0737
 MR0737                         *CURRENT SURVEY CONTROL
 MR0737  ______________________________________________________________________
 MR0737* NAD 83(1994) POSITION- 41 45 25.66331(N) 111 50 18.68826(W)   ADJUSTED
 MR0737  ______________________________________________________________________
 MR0737  GEOID HEIGHT    -        -15.526 (meters)                     GEOID18
 MR0737  LAPLACE CORR    -          8.42  (seconds)                    DEFLEC18
 MR0737  HORZ ORDER      -  THIRD
 MR0737
 MR0737.The horizontal coordinates were established by classical geodetic methods
 MR0737.and adjusted by the National Geodetic Survey in November 1997.
 MR0737
 MR0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0737.GEOID18 height accuracy estimate available here.
 MR0737
 MR0737.Click photographs - Photos may exist for this station.
 MR0737
 MR0737.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0737
 MR0737. The following values were computed from the NAD 83(1994) position.
 MR0737
 MR0737;                    North         East     Units Scale Factor Converg.
 MR0737;SPC UT N     - 1,158,172.362   471,846.777   MT  0.99999585   -0 13 23.5
 MR0737;SPC UT N     - 3,799,770.49  1,548,050.63   sFT  0.99999585   -0 13 23.5
 MR0737;UTM  12      - 4,623,150.795   430,291.668   MT  0.99965979   -0 33 30.5
 MR0737
 MR0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM3029123150(NAD 83)
 MR0737
 MR0737                          SUPERSEDED SURVEY CONTROL
 MR0737
 MR0737  NAD 83(1993)-  41 45 25.66449(N)    111 50 18.69042(W) AD(       ) 3
 MR0737  NAD 83(1986)-  41 45 25.65009(N)    111 50 18.67377(W) AD(       ) 3
 MR0737  NAD 27      -  41 45 25.89500(N)    111 50 15.87100(W) AD(       ) 3
 MR0737
 MR0737.Superseded values are not recommended for survey control.
 MR0737
 MR0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0737.See file dsdata.pdf to determine how the superseded data were derived.
 MR0737
 MR0737_MARKER: 42 = RADIO/TV MAST
 MR0737
 MR0737  HISTORY     - Date     Condition        Report By
 MR0737  HISTORY     - 1963     FIRST OBSERVED   CGS
 MR0737  HISTORY     - 1977     GOOD             NGS
 MR0737
 MR0737                          STATION DESCRIPTION
 MR0737
 MR0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (TGR)
 MR0737'RECOVERED IN GOOD CONDITION.
 MR0737'
 MR0737'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MR0737'IN LOGAN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0725 ***********************************************************************
 MR0725  DESIGNATION -  LOGAN UTAH COLL AGRIC BLDG CUP
 MR0725  PID         -  MR0725
 MR0725  STATE/COUNTY-  UT/CACHE
 MR0725  COUNTRY     -  US
 MR0725  USGS QUAD   -  LOGAN (2017)
 MR0725
 MR0725                         *CURRENT SURVEY CONTROL
 MR0725  ______________________________________________________________________
 MR0725* NAD 83(1994) POSITION- 41 44 26.80041(N) 111 48 51.96290(W)   ADJUSTED
 MR0725  ______________________________________________________________________
 MR0725  GEOID HEIGHT    -        -15.452 (meters)                     GEOID18
 MR0725  LAPLACE CORR    -         12.41  (seconds)                    DEFLEC18
 MR0725  HORZ ORDER      -  THIRD
 MR0725
 MR0725.The horizontal coordinates were established by classical geodetic methods
 MR0725.and adjusted by the National Geodetic Survey in November 1997.
 MR0725
 MR0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0725.GEOID18 height accuracy estimate available here.
 MR0725
 MR0725.Click photographs - Photos may exist for this station.
 MR0725
 MR0725.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0725
 MR0725. The following values were computed from the NAD 83(1994) position.
 MR0725
 MR0725;                    North         East     Units Scale Factor Converg.
 MR0725;SPC UT N     - 1,156,348.799   473,843.661   MT  0.99999337   -0 12 26.4
 MR0725;SPC UT N     - 3,793,787.68  1,554,602.08   sFT  0.99999337   -0 12 26.4
 MR0725;UTM  12      - 4,621,316.202   432,277.184   MT  0.99965644   -0 32 32.1
 MR0725
 MR0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM3227721316(NAD 83)
 MR0725
 MR0725                          SUPERSEDED SURVEY CONTROL
 MR0725
 MR0725  NAD 83(1993)-  41 44 26.79645(N)    111 48 51.96184(W) AD(       ) 3
 MR0725  NAD 83(1986)-  41 44 26.79038(N)    111 48 51.95101(W) AD(       ) 3
 MR0725  NAD 27      -  41 44 27.03600(N)    111 48 49.15200(W) AD(       ) 3
 MR0725
 MR0725.Superseded values are not recommended for survey control.
 MR0725
 MR0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0725.See file dsdata.pdf to determine how the superseded data were derived.
 MR0725
 MR0725_MARKER: 86 = CUPOLA
 MR0725
 MR0725  HISTORY     - Date     Condition        Report By
 MR0725  HISTORY     - 1963     FIRST OBSERVED   CGS
 MR0725  HISTORY     - 1977     GOOD             NGS
 MR0725
 MR0725                          STATION DESCRIPTION
 MR0725
 MR0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MR0725'STATION IS THE CENTER OF THE CUPOLA ON TOP OF THE AGRICULTURAL
 MR0725'BUILDING LOCATED AT THE WEST SIDE OF THE UTAH STATE COLLEGE
 MR0725'CAMPUS.  IT IS ABOUT 125 FEET IN HEIGHT, HAS A FLAG POLE CENTERED
 MR0725'ON THE CUPOLA AND HAS LIGHTS ON IT FORMING AN A AT NIGHT.  IT
 MR0725'IS ABOUT 1-1/2 MILES EAST OF THE MAIN PART OF LOGAN.
 MR0725
 MR0725                          STATION RECOVERY (1977)
 MR0725
 MR0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TGR)
 MR0725'RECOVERED AS DESCRIBED.
 MR0725'
 MR0725'THERE IS NO FLAG POLE ON THE CUPOLA.  THERE IS A FLAGPOLE
 MR0725'AND A RADIO ANTENNA NEARBY.
 MR0725'
 MR0725'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MR0725'AT LOGAN, UTAH STATE UNIVERSITY CAMPUS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0875 ***********************************************************************
 LO0875  DESIGNATION -  LONE
 LO0875  PID         -  LO0875
 LO0875  STATE/COUNTY-  UT/SALT LAKE
 LO0875  COUNTRY     -  US
 LO0875  USGS QUAD   -  DRAPER (2017)
 LO0875
 LO0875                         *CURRENT SURVEY CONTROL
 LO0875  ______________________________________________________________________
 LO0875* NAD 83(1994) POSITION- 40 31 39.32704(N) 111 45 22.36959(W)   ADJUSTED
 LO0875* NAVD 88 ORTHO HEIGHT -  3420.5   (meters)    11222.    (feet) VERTCON3
 LO0875  ______________________________________________________________________
 LO0875  GEOID HEIGHT    -        -16.125 (meters)                     GEOID18
 LO0875  LAPLACE CORR    -         19.18  (seconds)                    DEFLEC18
 LO0875  HORZ ORDER      -  FIRST
 LO0875
 LO0875.The horizontal coordinates were established by classical geodetic methods
 LO0875.and adjusted by the National Geodetic Survey in November 1997.
 LO0875
 LO0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0875
 LO0875.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0875.GEOID18 height accuracy estimate available here.
 LO0875
 LO0875.Click photographs - Photos may exist for this station.
 LO0875
 LO0875.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0875
 LO0875. The following values were computed from the NAD 83(1994) position.
 LO0875
 LO0875;                    North         East     Units Scale Factor Converg.
 LO0875;SPC UT C     - 2,243,641.887   478,290.873   MT  0.99997184   -0 09 50.9
 LO0875;SPC UT C     - 7,361,015.09  1,569,192.64   sFT  0.99997184   -0 09 50.9
 LO0875;UTM  12      - 4,486,591.994   435,949.056   MT  0.99965050   -0 29 29.1
 LO0875
 LO0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0875!SPC UT C     -   0.99946625  x   0.99997184  =   0.99943811
 LO0875!UTM  12      -   0.99946625  x   0.99965050  =   0.99911694
 LO0875
 LO0875:                Primary Azimuth Mark                     Grid Az
 LO0875:SPC UT C     -  SMELTZER                                 017 39 05.4
 LO0875:UTM  12      -  SMELTZER                                 017 58 43.6
 LO0875
 LO0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK3594986591(NAD 83)
 LO0875
 LO0875|---------------------------------------------------------------------|
 LO0875| PID    Reference Object                     Distance      Geod. Az  |
 LO0875|                                                           dddmmss.s |
 LO0875| LO0845 SMELTZER                            APPROX.15.2 KM 0172914.5 |
 LO0875| CM5070 LONE RM 1                             7.644 METERS 17100     |
 LO0875| LO0893 11251                                73.551 METERS 17108     |
 LO0875| CM5071 LONE RM 2                             5.382 METERS 25139     |
 LO0875|---------------------------------------------------------------------|
 LO0875
 LO0875                          SUPERSEDED SURVEY CONTROL
 LO0875
 LO0875  NAD 83(1993)-  40 31 39.32733(N)    111 45 22.36672(W) AD(       ) 1
 LO0875  NAD 83(1986)-  40 31 39.31532(N)    111 45 22.35994(W) AD(       ) 1
 LO0875  NAD 27      -  40 31 39.49948(N)    111 45 19.60745(W) AD(       ) 1
 LO0875  NGVD 29 (07/19/86) 3419.1    (m)        11217.     (f) VERT ANG       
 LO0875
 LO0875.Superseded values are not recommended for survey control.
 LO0875
 LO0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0875.See file dsdata.pdf to determine how the superseded data were derived.
 LO0875
 LO0875_MARKER: DH = HORIZONTAL CONTROL DISK
 LO0875_SETTING: 80 = SET IN A BOULDER
 LO0875_STAMPING: LONE 1973
 LO0875_MARK LOGO: NGS
 LO0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0875+STABILITY: SURFACE MOTION
 LO0875
 LO0875  HISTORY     - Date     Condition        Report By
 LO0875  HISTORY     - 1973     MONUMENTED       NGS
 LO0875
 LO0875                          STATION DESCRIPTION
 LO0875
 LO0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0875'THE STATION IS LOCATED ON THE NORTH SUMMIT OF WHAT IS LOCALLY
 LO0875'KNOWN AS LONE PEAK, 5 MILES EAST OF DRAPER, 3 MILES SOUTH OF
 LO0875'LITTLE COTTONWOOD CANYON AND ON PROPERTY OWNED BY THE UNITED
 LO0875'STATES FOREST SERVICE, 3070 EAST 33RD SOUTH, SALT LAKE CITY,
 LO0875'UTAH, PHONE NUMBER 524-5042.
 LO0875'
 LO0875'THE STATION WAS REACHED BY HELICOPTER, THE CLOSEST PLACE TO LAND
 LO0875'IS ON A BENCH NORTHWEST OF THE STATION.  PACK SOUTHERLY AND
 LO0875'SOUTHEASTERLY TO A POINT ABOUT 300 FEET NORTH OF THE HIGHEST
 LO0875'POINT OF THE HILL AND THE STATION.  ABOUT A 45-MINUTE PACK.
 LO0875'
 LO0875'THE STATION MARK IS A STANDARD DISK STAMPED LONE 1973, CEMENTED
 LO0875'IN A DRILL HOLE IN A 4X10-FOOT BOULDER.
 LO0875'
 LO0875'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LONE NO 1 1973,
 LO0875'CEMENTED IN A DRILL HOLE IN A 2X3-FOOT BOULDER.  IT IS ABOUT THE
 LO0875'SAME ELEVATION AS THE STATION.
 LO0875'
 LO0875'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LONE NO 2 1973,
 LO0875'CEMENTED IN A DRILL HOLE IN A 12X20-FOOT BOULDER.  IT IS ABOUT
 LO0875'4 FEET LOWER THAN THE STATION.
 LO0875'
 LO0875'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 LO0875'VA 11251, CEMENTED IN A DRILL HOLE IN A 12X14-FOOT BOULDER.  IT
 LO0875'IS ON THE HIGHEST POINT OF THE HILL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1031 ***********************************************************************
 LO1031  DESIGNATION -  LONE BEACON
 LO1031  PID         -  LO1031
 LO1031  STATE/COUNTY-  UT/DAVIS
 LO1031  COUNTRY     -  US
 LO1031  USGS QUAD   -  FARMINGTON (2017)
 LO1031
 LO1031                         *CURRENT SURVEY CONTROL
 LO1031  ______________________________________________________________________
 LO1031* NAD 83(1994) POSITION- 40 53 09.34944(N) 111 56 57.38289(W)   ADJUSTED
 LO1031* NAVD 88 ORTHO HEIGHT -  1281.    (meters)     4203.    (feet) SCALED
 LO1031  ______________________________________________________________________
 LO1031  GEOID HEIGHT    -        -16.902 (meters)                     GEOID18
 LO1031  LAPLACE CORR    -          6.49  (seconds)                    DEFLEC18
 LO1031  HORZ ORDER      -  THIRD
 LO1031
 LO1031.The horizontal coordinates were established by classical geodetic methods
 LO1031.and adjusted by the National Geodetic Survey in November 1997.
 LO1031
 LO1031.The orthometric height was scaled from a topographic map.
 LO1031
 LO1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1031.GEOID18 height accuracy estimate available here.
 LO1031
 LO1031.Click photographs - Photos may exist for this station.
 LO1031
 LO1031.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1031
 LO1031. The following values were computed from the NAD 83(1994) position.
 LO1031
 LO1031;                    North         East     Units Scale Factor Converg.
 LO1031;SPC UT N     - 1,061,463.181   462,136.278   MT  0.99997700   -0 17 46.4
 LO1031;SPC UT N     - 3,482,483.79  1,516,192.11   sFT  0.99997700   -0 17 46.4
 LO1031;UTM  12      - 4,526,528.042   420,026.674   MT  0.99967872   -0 37 17.0
 LO1031
 LO1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1031!SPC UT N     -   0.99980176  x   0.99997700  =   0.99977877
 LO1031!UTM  12      -   0.99980176  x   0.99967872  =   0.99948055
 LO1031
 LO1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2002626528(NAD 83)
 LO1031
 LO1031                          SUPERSEDED SURVEY CONTROL
 LO1031
 LO1031  NAD 83(1993)-  40 53 09.34885(N)    111 56 57.38342(W) AD(       ) 3
 LO1031  NAD 83(1986)-  40 53 09.33857(N)    111 56 57.37330(W) AD(       ) 3
 LO1031  NAD 27      -  40 53 09.53611(N)    111 56 54.59667(W) AD(       ) 3
 LO1031
 LO1031.Superseded values are not recommended for survey control.
 LO1031
 LO1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1031.See file dsdata.pdf to determine how the superseded data were derived.
 LO1031
 LO1031_MARKER: 22 = AIRWAY BEACON
 LO1031
 LO1031  HISTORY     - Date     Condition        Report By
 LO1031  HISTORY     - 1950     FIRST OBSERVED   USGS
 LO1031
 LO1031                          STATION DESCRIPTION
 LO1031
 LO1031'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LO1031'LOCATED ABOUT 2.5 MI. (AIRLINE) W. OF WOODS CROSS.
 LO1031'
 LO1031'TO REACH FROM WOODS CROSS POST OFFICE, DRIVE W. ON 500 SOUTH STREET
 LO1031'FOR 1.5 MI., TURN N. FOR 0.1 MI., THEN W. FOR 1.0 MI. TO WOODEN
 LO1031'BRIDGE OVER SLOUGH.  BEACON IS ABOUT 150 FT. NE. OF BRIDGE.
 LO1031'
 LO1031'STATION MARK--CENTER OF AIRWAY BEACON.
 LO1031'
 LO1031'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0068 ***********************************************************************
 JN0068  DESIGNATION -  LONE CEDAR
 JN0068  PID         -  JN0068
 JN0068  STATE/COUNTY-  UT/GARFIELD
 JN0068  COUNTRY     -  US
 JN0068  USGS QUAD   -  TURKEY KNOB (2017)
 JN0068
 JN0068                         *CURRENT SURVEY CONTROL
 JN0068  ______________________________________________________________________
 JN0068* NAD 83(1986) POSITION- 38 02 17.94   (N) 110 37 25.93   (W)   HD_HELD1
 JN0068* NAVD 88 ORTHO HEIGHT -  1543.679 (meters)     5064.55  (feet) ADJUSTED
 JN0068  ______________________________________________________________________
 JN0068  GEOID HEIGHT    -        -20.307 (meters)                     GEOID18
 JN0068  DYNAMIC HEIGHT  -       1542.021 (meters)     5059.11  (feet) COMP
 JN0068  MODELED GRAVITY -    979,501.2   (mgal)                       NAVD 88
 JN0068
 JN0068  VERT ORDER      -  FIRST     CLASS II
 JN0068
 JN0068.The horizontal coordinates were determined by differentially corrected
 JN0068.hand held GPS observations or other comparable positioning techniques
 JN0068.and have an estimated accuracy of +/- 3 meters.
 JN0068
 JN0068.The orthometric height was determined by differential leveling and
 JN0068.adjusted by the NATIONAL GEODETIC SURVEY
 JN0068.in June 1991.
 JN0068
 JN0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0068.GEOID18 height accuracy estimate available here.
 JN0068
 JN0068.Click photographs - Photos may exist for this station.
 JN0068
 JN0068.The dynamic height is computed by dividing the NAVD 88
 JN0068.geopotential number by the normal gravity value computed on the
 JN0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0068.degrees latitude (g = 980.6199 gals.).
 JN0068
 JN0068.The modeled gravity was interpolated from observed gravity values.
 JN0068
 JN0068;                    North         East    Units  Estimated Accuracy
 JN0068;SPC UT S     - 3,152,592.3     576,908.5     MT  (+/- 3 meters HH1 GPS) 
 JN0068
 JN0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH3300610133(NAD 83)
 JN0068
 JN0068                          SUPERSEDED SURVEY CONTROL
 JN0068
 JN0068  NGVD 29 (??/??/92) 1542.631  (m)         5061.12   (f) ADJ UNCH    1 2
 JN0068
 JN0068.Superseded values are not recommended for survey control.
 JN0068
 JN0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0068.See file dsdata.pdf to determine how the superseded data were derived.
 JN0068
 JN0068_MARKER: DD = SURVEY DISK
 JN0068_SETTING: 66 = SET IN ROCK OUTCROP
 JN0068_STAMPING: LONE CEDAR 1952
 JN0068_MARK LOGO: USGS
 JN0068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0068+STABILITY: POSITION/ELEVATION WELL
 JN0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0068+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2020
 JN0068
 JN0068  HISTORY     - Date     Condition        Report By
 JN0068  HISTORY     - 1952     MONUMENTED       USGS
 JN0068  HISTORY     - 1958     GOOD             CGS
 JN0068  HISTORY     - 20200215 GOOD             INDIV
 JN0068
 JN0068                          STATION DESCRIPTION
 JN0068
 JN0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0068'26.7 MI SE FROM HANKSVILLE.
 JN0068'ABOUT 26.7 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE
 JN0068'SCHOOL AT HANKSVILLE, IN R12E T32S S7, AT THE HIGHEST POINT OF A
 JN0068'TRIANGLE FORMED BY A FORMER ALIGNMENT OF THE HIGHWAY, THE PRESENT
 JN0068'HIGHWAY AND A ROAD SOUTHEAST TO TRACHYTE RANCH, 165 FEET SOUTHWEST OF
 JN0068'THE CENTER LINE OF THE HIGHWAY, 226 FEET WEST OF THE CENTER OF THE
 JN0068'HIGHWAY AND THE ROAD SOUTHEAST, 43 FEET NORTHEAST OF THE CENTER LINE
 JN0068'OF THE OLD HIGHWAY AND IN THE TOP OF A 1 X 3 FOOT SANDSTONE OUTCROP
 JN0068'THAT PROJECTS ABOUT 6 INCHES.
 JN0068
 JN0068                          STATION RECOVERY (2020)
 JN0068
 JN0068'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 JN0068'TO REACH THE BENCH MARK FROM HANKSVILLE.  HEAD SOUTHEAST ON UT95 S FOR
 JN0068'26.0 MI (41.8 KM) FROM THE JUNCTION WITH UT24, FOLLOW SIGNS TO LAKE
 JN0068'POWELL.  TURN RIGHT ONTO BLM 14900, BENCH MARK WILL BE ON YOUR LEFT IN
 JN0068'3.1 MI (5.0 KM).  THE DISK IS ABOUT 230 FT (70.1 M) SOUTHWEST FROM THE
 JN0068'ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0468 ***********************************************************************
 JO0468  DESIGNATION -  LONE TREE CAIRN
 JO0468  PID         -  JO0468
 JO0468  STATE/COUNTY-  UT/MILLARD
 JO0468  COUNTRY     -  US
 JO0468  USGS QUAD   -  MOUNT CATHERINE (2017)
 JO0468
 JO0468                         *CURRENT SURVEY CONTROL
 JO0468  ______________________________________________________________________
 JO0468* NAD 83(1994) POSITION- 38 59 37.94561(N) 112 08 24.20319(W)   ADJUSTED
 JO0468  ______________________________________________________________________
 JO0468  GEOID HEIGHT    -        -17.997 (meters)                     GEOID18
 JO0468  LAPLACE CORR    -         -7.94  (seconds)                    DEFLEC18
 JO0468  HORZ ORDER      -  THIRD
 JO0468
 JO0468.The horizontal coordinates were established by classical geodetic methods
 JO0468.and adjusted by the National Geodetic Survey in November 1997.
 JO0468
 JO0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0468.GEOID18 height accuracy estimate available here.
 JO0468
 JO0468.Click photographs - Photos may exist for this station.
 JO0468
 JO0468.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0468
 JO0468. The following values were computed from the NAD 83(1994) position.
 JO0468
 JO0468;                    North         East     Units Scale Factor Converg.
 JO0468;SPC UT C     - 2,073,532.541   444,549.588   MT  1.00000570   -0 24 36.0
 JO0468;SPC UT C     - 6,802,914.68  1,458,493.11   sFT  1.00000570   -0 24 36.0
 JO0468;UTM  12      - 4,316,714.861   401,270.630   MT  0.99972002   -0 43 02.7
 JO0468
 JO0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ0127016714(NAD 83)
 JO0468
 JO0468                          SUPERSEDED SURVEY CONTROL
 JO0468
 JO0468  NAD 83(1986)-  38 59 37.93827(N)    112 08 24.19884(W) AD(       ) 3
 JO0468  NAD 27      -  38 59 38.05600(N)    112 08 21.44700(W) AD(       ) 3
 JO0468  USCA        -  38 59 32.66000(N)    112 08 27.24000(W) AD(       ) 3
 JO0468  USSD        -  38 59 38.82200(N)    112 08 22.19900(W) AD(       ) 3
 JO0468
 JO0468.Superseded values are not recommended for survey control.
 JO0468
 JO0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0468.See file dsdata.pdf to determine how the superseded data were derived.
 JO0468
 JO0468_MARKER: 72 = CAIRN
 JO0468
 JO0468  HISTORY     - Date     Condition        Report By
 JO0468  HISTORY     - 1885     FIRST OBSERVED   CGS
 JO0468  HISTORY     - 20190825 POOR             INDIV
 JO0468
 JO0468                          STATION DESCRIPTION
 JO0468
 JO0468'DESCRIBED BY INDIVIDUAL CONTRIBUTORS 2019 (TWG)
 JO0468'THE CAIRN HAS BEEN PARTIALLY DISMANTLED AND THE STONES USED TO BUILD
 JO0468'FIRE RINGS IN THE AREA.  THE CAIRN HAS A CROSS AND MW4 CHISELED INTO A
 JO0468'ROCK AT ITS BASE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0711 ***********************************************************************
 LO0711  DESIGNATION -  LONG
 LO0711  PID         -  LO0711
 LO0711  STATE/COUNTY-  UT/SUMMIT
 LO0711  COUNTRY     -  US
 LO0711  USGS QUAD   -  ERICKSON BASIN (2017)
 LO0711
 LO0711                         *CURRENT SURVEY CONTROL
 LO0711  ______________________________________________________________________
 LO0711* NAD 83(1994) POSITION- 40 41 42.39910(N) 111 01 04.95020(W)   ADJUSTED
 LO0711* NAVD 88 ORTHO HEIGHT -  3460.0   (meters)    11352.    (feet) VERTCON3
 LO0711  ______________________________________________________________________
 LO0711  GEOID HEIGHT    -        -13.344 (meters)                     GEOID18
 LO0711  LAPLACE CORR    -          9.99  (seconds)                    DEFLEC18
 LO0711  HORZ ORDER      -  FIRST
 LO0711
 LO0711.The horizontal coordinates were established by classical geodetic methods
 LO0711.and adjusted by the National Geodetic Survey in November 1997.
 LO0711
 LO0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0711
 LO0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0711.GEOID18 height accuracy estimate available here.
 LO0711
 LO0711.Click photographs - Photos may exist for this station.
 LO0711
 LO0711.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0711
 LO0711. The following values were computed from the NAD 83(1994) position.
 LO0711
 LO0711;                    North         East     Units Scale Factor Converg.
 LO0711;SPC UT N     - 1,040,288.010   540,735.862   MT  1.00000355   +0 19 04.0
 LO0711;SPC UT N     - 3,413,011.58  1,774,064.24   sFT  1.00000355   +0 19 04.0
 LO0711;SPC UT C     - 2,262,322.872   540,736.199   MT  1.00001154   +0 18 31.4
 LO0711;SPC UT C     - 7,422,304.29  1,774,065.35   sFT  1.00001154   +0 18 31.4
 LO0711;UTM  12      - 4,504,912.529   498,475.693   MT  0.99960003   -0 00 42.3
 LO0711
 LO0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0711!SPC UT N     -   0.99945963  x   1.00000355  =   0.99946318
 LO0711!SPC UT C     -   0.99945963  x   1.00001154  =   0.99947116
 LO0711!UTM  12      -   0.99945963  x   0.99960003  =   0.99905987
 LO0711
 LO0711:                Primary Azimuth Mark                     Grid Az
 LO0711:SPC UT N     -  LONG AZ MK                               128 26 17.4
 LO0711:SPC UT C     -  LONG AZ MK                               128 26 50.0
 LO0711:UTM  12      -  LONG AZ MK                               128 46 03.7
 LO0711
 LO0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL9847504912(NAD 83)
 LO0711
 LO0711|---------------------------------------------------------------------|
 LO0711| PID    Reference Object                     Distance      Geod. Az  |
 LO0711|                                                           dddmmss.s |
 LO0711| LO1127 HAYDEN PEAK TARGET                  APPROX.15.4 KM 0725443.2 |
 LO0711| CM5072 LONG AZ MK                                         1284521.4 |
 LO0711| CM5073 LONG RM 1                             3.848 METERS 21956     |
 LO0711| CM5074 LONG RM 2                             9.239 METERS 31213     |
 LO0711|---------------------------------------------------------------------|
 LO0711
 LO0711                          SUPERSEDED SURVEY CONTROL
 LO0711
 LO0711  NAD 83(1993)-  40 41 42.39940(N)    111 01 04.94949(W) AD(       ) 1
 LO0711  NAD 83(1986)-  40 41 42.38460(N)    111 01 04.93956(W) AD(       ) 1
 LO0711  NAD 27      -  40 41 42.56820(N)    111 01 02.31420(W) AD(       ) 1
 LO0711  NGVD 29 (07/19/86) 3458.4    (m)        11346.     (f) VERT ANG       
 LO0711
 LO0711.Superseded values are not recommended for survey control.
 LO0711
 LO0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0711.See file dsdata.pdf to determine how the superseded data were derived.
 LO0711
 LO0711_MARKER: DS = TRIANGULATION STATION DISK
 LO0711_SETTING: 66 = SET IN ROCK OUTCROP
 LO0711_STAMPING: LONG 1938
 LO0711_MARK LOGO: CGS
 LO0711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0711+STABILITY: POSITION/ELEVATION WELL
 LO0711
 LO0711  HISTORY     - Date     Condition        Report By
 LO0711  HISTORY     - 1938     MONUMENTED       CGS
 LO0711  HISTORY     - 1962     GOOD             CGS
 LO0711
 LO0711                          STATION DESCRIPTION
 LO0711
 LO0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 LO0711'STATION IS IN NORTH CENTRAL PART OF UTAH IN NORTHWESTERN PART
 LO0711'OF SUMMIT COUNTY IN ABOUT WESTERN PART OF WASATCH NATIONAL FOREST
 LO0711'AND ABOUT WESTERN PART OF UINTA MOUNTAIN RANGE.  STATION IS
 LO0711'LOCATED ON NORTHWESTERLY ONE OF THREE BARE ROCKY PEAKS, KNOWN
 LO0711'LOCALLY AS THE NEEDLES, WHICH IS THE HIGHEST POINT BETWEEN SMITH
 LO0711'MOREHOUSE CANYON ON WEST AND MIDDLE FORK OF WEBER RIVER ON EAST.
 LO0711'IT IS ABOUT 24 MILES AIRLINE NORTHEAST OF HEBER, 14-1/2 MILES
 LO0711'AIRLINE EAST-NORTHEAST OF KAMAS, AND ABOUT 25 MILES AIRLINE
 LO0711'SOUTHEAST OF COALVILLE.
 LO0711'
 LO0711'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LO0711'IN BEDROCK AS DESCRIBED.
 LO0711'
 LO0711'REACHED FROM KAMAS BY GOING EAST ON GRADED ROAD JUST N OF POST
 LO0711'OFFICE, MIRROR LAKE ROAD, 25.5 MILES TO A FORK AT A POINT WHERE
 LO0711'THE MIRROW LAKE ROAD MAKES A SWITCHBACK TO RIGHT.  THENCE LEFT
 LO0711'FORK, EASTERLY, 0.2 MILE TO LODGE AND STORE AT TRIAL LAKE.  THIS
 LO0711'IS END OF TRUCK TRAVEL.  FROM HERE STATION IS ABOUT 3 MILES
 LO0711'AIRLINE, BUT IS NOT VISIBLE.  MT. WATSON IS VISIBLE TO
 LO0711'NORTHWEST, AND THE STATION IS ABOUT 2 MILES SOUTHWEST AND ABOUT
 LO0711'SAME ELEVATION AS MT. WATSON.  FROM TRIAL LAKE PACK WEST
 LO0711'ACROSS DAM TO SOME LOG CABINS ON RIGHT AND AN OLD WAGON
 LO0711'ROAD LEADING OFF TO WEST-NORTHWEST.  FOLLOW OLD WAGON ROAD
 LO0711'ABOUT 1/2 MILE TO WASHINGTON LAKE, PASS TO RIGHT OF LAKE AND
 LO0711'CONTINUE ON OLD ROAD TO TOP OF LOW SADDLE RUNNING BETWEEN
 LO0711'MT. WATSON AND HAYSTACK MOUNTAIN.  FROM SADDLE A PEAK CAN BE
 LO0711'SEEN THRU TIMBER AT ABOUT 278 DEG MAGNETIC AND STATION PEAK
 LO0711'IS DIRECTLY BEHIND THIS PEAK.  LEAVE OLD ROAD HERE AND HEAD
 LO0711'CROSS COUNTRY FOR BASE OF FIRST PEAK, THEN BEAR AROUND TO LEFT OF
 LO0711'FIRST PEAK TO TOP OF NARROW HOGS BACK CONNECTING THIS PEAK WITH
 LO0711'STATION PEAK.  THENCE LEFT ALONG HOGS BACK TO HIGHEST POINT
 LO0711'AND STATION.
 LO0711'
 LO0711'AZIMUTH MARK IS SET IN BEDROCK ON HOGS BACK ABOUT 1/2 MILE SE
 LO0711'FROM STATION.  STATION IS ABOUT 1-1/4 HOURS DRIVE FROM KAMAS
 LO0711'AND ABOUT 3 HOURS PACK.  HORSES CAN BE SECURED AT TRIAL LAKE, BUT
 LO0711'THERE IS ABOUT 1000-FOOT CLIMB FROM END OF HORSE TRAVEL.
 LO0711
 LO0711                          STATION RECOVERY (1962)
 LO0711
 LO0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0711'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 LO0711'PREVIOUSLY DESCRIBED.  FOLLOWING IS A NEW ROUTING TO THE STATION.
 LO0711'
 LO0711'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 189 AND STATE HIGHWAY
 LO0711'150 IN KAMAS.  GO EASTERLY ON STATE HIGHWAY 150 FOR 16.7 MILES
 LO0711'TO THE DUCHESNE TUNNEL ON THE LEFT.  CONTINUE AHEAD ON THE HIGHWAY
 LO0711'FOR 7.5 MILES TO A SIDE ROAD LEFT AT SIGN TRIAL LAKE FOREST
 LO0711'CAMP 1/2.  TURN LEFT, WEST ON GRAVELED ROAD FOR 0.1 MILE TO A
 LO0711'FORK.  TAKE THE RIGHT FORK, GRAVELED ROAD FOR 0.2 MILE TO THE
 LO0711'TRIAL LAKE RESORT AND END OF TRUCK TRAVEL.  FROM HERE HORSES
 LO0711'WERE TAKEN, CROSS DAM AND FOLLOW TRAIL WEST TO SOME LOG CABINS
 LO0711'FOR ABOUT 1/4 MILE TO A TRAIL FORK.  TAKE THE LEFT FORK, UP
 LO0711'HILL FOR ABOUT 3/4 MILE TO WASHINGTON LAKE.  CONTINUE AHEAD,
 LO0711'PASSING TO THE RIGHT OF THE LAKE ON THE TRAIL FOR ABOUT 3/4
 LO0711'MILE TO A LOW SADDLE BETWEEN MT. WATSON AND HAYSTACK MOUNTAIN.
 LO0711'CONTINUE AHEAD ON THE MAIN TRAIL FOR ABOUT 1 MILE TO LONG
 LO0711'LAKE.  CROSS THE DAM AND CONTINUE ON THE MAIN TRAIL, WESTERLY
 LO0711'FOR ABOUT 1-1/4 MILES TO ISLAND LAKE.  LEAVE TRAIL AND PASS TO
 LO0711'THE RIGHT OF THE LAKE PICKING WAY, NORTHERLY UP STEEP SIDE
 LO0711'HILL FOR ABOUT 3/4 MILE TO A SADDLE AND END OF HORSE TRAVEL.
 LO0711'FROM HERE PACK NORTHWESTERLY UP STEEP, ROCKY MOUNTAIN TO THE
 LO0711'HIGHEST POINT AND STATION.  TO REACH THE AZIMUTH MARK FROM
 LO0711'THE STATION PACK SOUTHEAST DOWN HILL FOR ABOUT 1/2 MILE TO
 LO0711'THE SOUTHEAST END OF THE SADDLE AND AZIMUTH MARK.
 LO0711'
 LO0711'ABOUT A 2-1/2 HOUR HORSE PACK AND A 45 MINUTE BACK PACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0364 ***********************************************************************
 JN0364  DESIGNATION -  LOOKOUT PK
 JN0364  PID         -  JN0364
 JN0364  STATE/COUNTY-  UT/WAYNE
 JN0364  COUNTRY     -  US
 JN0364  USGS QUAD   -  GOVERNMENT POINT (2017)
 JN0364
 JN0364                         *CURRENT SURVEY CONTROL
 JN0364  ______________________________________________________________________
 JN0364* NAD 83(1994) POSITION- 38 09 36.98055(N) 111 33 21.90521(W)   ADJUSTED
 JN0364* NAVD 88 ORTHO HEIGHT -  3392.3   (meters)    11130.    (feet) VERTCON3
 JN0364  ______________________________________________________________________
 JN0364  GEOID HEIGHT    -        -17.616 (meters)                     GEOID18
 JN0364  LAPLACE CORR    -         13.71  (seconds)                    DEFLEC18
 JN0364  HORZ ORDER      -  SECOND
 JN0364
 JN0364.The horizontal coordinates were established by classical geodetic methods
 JN0364.and adjusted by the National Geodetic Survey in November 1997.
 JN0364
 JN0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0364
 JN0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0364.GEOID18 height accuracy estimate available here.
 JN0364
 JN0364.Click photographs - Photos may exist for this station.
 JN0364
 JN0364.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0364
 JN0364. The following values were computed from the NAD 83(1994) position.
 JN0364
 JN0364;                    North         East     Units Scale Factor Converg.
 JN0364;SPC UT S     - 3,165,769.962   495,084.810   MT  0.99997280   -0 02 03.7
 JN0364;SPC UT S     -10,386,363.62  1,624,290.75   sFT  0.99997280   -0 02 03.7
 JN0364;UTM  12      - 4,223,743.887   451,283.507   MT  0.99962923   -0 20 36.9
 JN0364
 JN0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0364!SPC UT S     -   0.99947075  x   0.99997280  =   0.99944356
 JN0364!UTM  12      -   0.99947075  x   0.99962923  =   0.99910017
 JN0364
 JN0364:                Primary Azimuth Mark                     Grid Az
 JN0364:SPC UT S     -  PELHAM                                   246 36 18.7
 JN0364:UTM  12      -  PELHAM                                   246 54 51.9
 JN0364
 JN0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH5128323743(NAD 83)
 JN0364
 JN0364|---------------------------------------------------------------------|
 JN0364| PID    Reference Object                     Distance      Geod. Az  |
 JN0364|                                                           dddmmss.s |
 JN0364| CM5079 LOOKOUT PK RM 2                       5.285 METERS 00636     |
 JN0364| CM5078 LOOKOUT PK RM 1                       4.690 METERS 18622     |
 JN0364| JN0366 PELHAM                              APPROX.17.2 KM 2463415.0 |
 JN0364|---------------------------------------------------------------------|
 JN0364
 JN0364                          SUPERSEDED SURVEY CONTROL
 JN0364
 JN0364  NAD 83(1986)-  38 09 36.97261(N)    111 33 21.90321(W) AD(       ) 2
 JN0364  NAD 27      -  38 09 37.03365(N)    111 33 19.24524(W) AD(       ) 2
 JN0364  NGVD 29 (07/19/86) 3390.7    (m)        11124.     (f) VERT ANG       
 JN0364
 JN0364.Superseded values are not recommended for survey control.
 JN0364
 JN0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0364.See file dsdata.pdf to determine how the superseded data were derived.
 JN0364
 JN0364_MARKER: DD = SURVEY DISK
 JN0364_SETTING: 66 = SET IN ROCK OUTCROP
 JN0364_MARK LOGO: USFS
 JN0364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0364+STABILITY: POSITION/ELEVATION WELL
 JN0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0364+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2020
 JN0364
 JN0364  HISTORY     - Date     Condition        Report By
 JN0364  HISTORY     - 1969     MONUMENTED       USFS
 JN0364  HISTORY     - 20200804 GOOD             INDIV
 JN0364
 JN0364                          STATION DESCRIPTION
 JN0364
 JN0364'DESCRIBED BY US FOREST SERVICE 1969
 JN0364'LOCATED ABOUT 3.5 MI. SE. OF AQUARIUS RANGER STATION.  ON A
 JN0364'HIGH HOGBACK, JUST OFF THE W. EDGE OF THE BOULDER TOP.
 JN0364'
 JN0364'REACHED BY HELICOPTER.  LANDING SITE IS S. OF STATION MARK ON
 JN0364'FIRST SMALL NOSE.
 JN0364'
 JN0364'TO REACH FROM THE POST OFFICE IN BICKNELL TRAVEL W. ON THE
 JN0364'HIGHWAY 0.2 MI. (2 BLOCKS) TO A T-RD. S..  TURN LEFT (S.) AND
 JN0364'FOLLOW THE MAIN-TRAVELED RD. FOR 2.1 MI. TO A Y-RD. FORK.  TAKE
 JN0364'RIGHT FORK AND FOLLOW MAIN-TRAVELED RD. 3.4 MI. TO A
 JN0364'CROSSROAD.  TAKE LEFT FORK AND FOLLOW MAIN-TRAVELED RD. FOR 3.2
 JN0364'MI. TO A Y-RD. FORK.  TAKE LEFT FORK AS PER SIGN AQUARIUS
 JN0364'RANGER STATION AND FOLLOW MAIN-TRAVELED RD. 7.4 MI. TO A Y-RD.
 JN0364'FORK.  TAKE LEFT FORK AS PER SIGN BOULDER TOP FOLLOW
 JN0364'MAIN-TRAVELED RD. UP STEEP GRADE 5.4 MI. TO A Y-RD. FORK IN A
 JN0364'MEADOW.  TAKE RIGHT FORK (LEAVING MAIN-TRAVELED RD.) FOR 0.05 MI.
 JN0364'TO Y-RD. FORK.  TAKE RIGHT FORK AND FOLLOW THE OLD RD. UP THE
 JN0364'HILL FOR 0.75 MI. TO THE TOP OF THE RIDGE AND END OF TRUCK
 JN0364'TRAVEL.  PACK S. UP THE RIDGE TO THE TOP AND STATION MARK.  A
 JN0364'25 MINUTE PACK.
 JN0364'
 JN0364'STATION MARK--U.S. DEPARTMENT OF AGRICULTURE-FOREST SERVICE
 JN0364'BRONZE TABLET NOT STAMPED, SET IN SOLID LAVA ROCK.  A CROSS (+)
 JN0364'WAS STAMPED IN CENTER OF TABLET.
 JN0364'
 JN0364'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 JN0364'NO 1 LOOKOUT PK.  CEMENTED IN A 1 INCH DRILL HOLE IN LARGE SOLID
 JN0364'LAVA BOULDER, 1.2 FT. BELOW STATION MARK.
 JN0364'
 JN0364'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET
 JN0364'STAMPED NO 2 LOOKOUT PK.  CEMENTED IN A 1 INCH DRILL HOLE IN
 JN0364'LARGE SOLID LAVA ROCK.
 JN0364
 JN0364                          STATION RECOVERY (2020)
 JN0364
 JN0364'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (TWG)
 JN0364'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0430 ***********************************************************************
 JN0430  DESIGNATION -  LOOP
 JN0430  PID         -  JN0430
 JN0430  STATE/COUNTY-  UT/WAYNE
 JN0430  COUNTRY     -  US
 JN0430  USGS QUAD   -  HORSETHIEF CANYON (2017)
 JN0430
 JN0430                         *CURRENT SURVEY CONTROL
 JN0430  ______________________________________________________________________
 JN0430* NAD 83(1994) POSITION- 38 26 36.83247(N) 110 03 57.80961(W)   ADJUSTED
 JN0430* NAVD 88 ORTHO HEIGHT -  1619.8   (meters)     5314.    (feet) VERTCON3
 JN0430  ______________________________________________________________________
 JN0430  GEOID HEIGHT    -        -20.303 (meters)                     GEOID18
 JN0430  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC18
 JN0430  HORZ ORDER      -  THIRD
 JN0430
 JN0430.The horizontal coordinates were established by classical geodetic methods
 JN0430.and adjusted by the National Geodetic Survey in November 1997.
 JN0430
 JN0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0430
 JN0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0430.GEOID18 height accuracy estimate available here.
 JN0430
 JN0430.Click photographs - Photos may exist for this station.
 JN0430
 JN0430.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0430
 JN0430. The following values were computed from the NAD 83(1994) position.
 JN0430
 JN0430;                    North         East     Units Scale Factor Converg.
 JN0430;SPC UT S     - 3,198,174.096   625,181.529   MT  1.00001746   +0 52 42.8
 JN0430;SPC UT S     -10,492,676.18  2,051,116.40   sFT  1.00001746   +0 52 42.8
 JN0430;UTM  12      - 4,255,444.312   581,502.068   MT  0.99968180   +0 34 50.5
 JN0430
 JN0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0430!SPC UT S     -   0.99974909  x   1.00001746  =   0.99976655
 JN0430!UTM  12      -   0.99974909  x   0.99968180  =   0.99943097
 JN0430
 JN0430:                Primary Azimuth Mark                     Grid Az
 JN0430:SPC UT S     -  CLYDE                                    215 06 34.6
 JN0430:UTM  12      -  CLYDE                                    215 24 26.9
 JN0430
 JN0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH8150255444(NAD 83)
 JN0430
 JN0430|---------------------------------------------------------------------|
 JN0430| PID    Reference Object                     Distance      Geod. Az  |
 JN0430|                                                           dddmmss.s |
 JN0430| JN0429 CLYDE                               APPROX. 7.2 KM 2155917.4 |
 JN0430|---------------------------------------------------------------------|
 JN0430
 JN0430                          SUPERSEDED SURVEY CONTROL
 JN0430
 JN0430  NAD 83(1986)-  38 26 36.82223(N)    110 03 57.80793(W) AD(       ) 3
 JN0430  NAD 27      -  38 26 36.88517(N)    110 03 55.34787(W) AD(       ) 3
 JN0430  NGVD 29 (07/19/86) 1618.8    (m)         5311.     (f) VERT ANG       
 JN0430
 JN0430.Superseded values are not recommended for survey control.
 JN0430
 JN0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0430.See file dsdata.pdf to determine how the superseded data were derived.
 JN0430
 JN0430_MARKER: DD = SURVEY DISK
 JN0430_SETTING: 66 = SET IN ROCK OUTCROP
 JN0430
 JN0430  HISTORY     - Date     Condition        Report By
 JN0430  HISTORY     - 1951     MONUMENTED       USGS
 JN0430  HISTORY     - 1953     GOOD             USGS
 JN0430
 JN0430                          STATION DESCRIPTION
 JN0430
 JN0430'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (JCD)
 JN0430'LOCATED ABOUT 22.5 MI. NW OF THE JUNCTION OF GREEN RIVER
 JN0430'AND COLORADO RIVERS, 3.0 MI. SW. OF THE GREEN RIVER AT JCT. OF
 JN0430'EMERY, GRAND, AND SAN JUAN AND WAYNE COUNTIES, 2.0 MI. NW OF
 JN0430'HORSESHOE-SHAPED BEND AT NW. END OF FORT BOTTOM ON THE GREEN
 JN0430'RIVER, ON HIGHEST PART OF THE S. END OF A SMALL OBLONG MESA.
 JN0430'
 JN0430'STATION MARK STANDARD TABLET STAMPED --LOOP 1951--
 JN0430'CEMENTED IN BEDROCK.
 JN0430'
 JN0430'REFERENCE MARK NO. 1 STANDARD REFERENCE MARK TABLET
 JN0430'STAMPED --LOOP 1951 NO 1--, CEMENTED IN BEDROCK, 42.20 FT.
 JN0430'FROM STATION MARK S 74 DEG 42 MIN W.
 JN0430'
 JN0430'REFERENCE MARK NO. 2 STANDARD REFERENCE MARK TABLET
 JN0430'STAMPED --LOOP 1951 NO 2--, CEMENTED IN BEDROCK, 44.70 FT. FROM
 JN0430'STATION MARK N 19 DEG 35 MIN W.
 JN0430
 JN0430                          STATION RECOVERY (1953)
 JN0430
 JN0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (WRB)
 JN0430'STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0625 ***********************************************************************
 HO0625  DESIGNATION -  LOS ANGELES DENVER AWY BN 36
 HO0625  PID         -  HO0625
 HO0625  STATE/COUNTY-  UT/WASHINGTON
 HO0625  COUNTRY     -  US
 HO0625  USGS QUAD   -  SAINT GEORGE (2017)
 HO0625
 HO0625                         *CURRENT SURVEY CONTROL
 HO0625  ______________________________________________________________________
 HO0625* NAD 83(1994) POSITION- 37 02 42.14829(N) 113 31 06.81296(W)   ADJUSTED
 HO0625  ______________________________________________________________________
 HO0625  GEOID HEIGHT    -        -24.517 (meters)                     GEOID18
 HO0625  LAPLACE CORR    -          4.71  (seconds)                    DEFLEC18
 HO0625  HORZ ORDER      -  THIRD
 HO0625
 HO0625.The horizontal coordinates were established by classical geodetic methods
 HO0625.and adjusted by the National Geodetic Survey in November 1997.
 HO0625
 HO0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0625.GEOID18 height accuracy estimate available here.
 HO0625
 HO0625.Click photographs - Photos may exist for this station.
 HO0625
 HO0625.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0625
 HO0625. The following values were computed from the NAD 83(1994) position.
 HO0625
 HO0625;                    North         East     Units Scale Factor Converg.
 HO0625;SPC UT S     - 3,043,931.603   320,438.576   MT  1.00003386   -1 14 12.3
 HO0625;SPC UT S     - 9,986,632.27  1,051,305.56   sFT  1.00003386   -1 14 12.3
 HO0625;UTM  12      - 4,102,835.721   276,020.807   MT  1.00021804   -1 31 04.5
 HO0625
 HO0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG7602002835(NAD 83)
 HO0625
 HO0625                          SUPERSEDED SURVEY CONTROL
 HO0625
 HO0625  NAD 83(1992)-  37 02 42.14593(N)    113 31 06.81345(W) AD(       ) 3
 HO0625  NAD 83(1986)-  37 02 42.14345(N)    113 31 06.81296(W) AD(       ) 3
 HO0625  NAD 27      -  37 02 42.20900(N)    113 31 03.97900(W) AD(       ) 3
 HO0625
 HO0625.Superseded values are not recommended for survey control.
 HO0625
 HO0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0625.See file dsdata.pdf to determine how the superseded data were derived.
 HO0625
 HO0625_MARKER: 22 = AIRWAY BEACON
 HO0625
 HO0625  HISTORY     - Date     Condition        Report By
 HO0625  HISTORY     - 1953     FIRST OBSERVED   CGS
 HO0625
 HO0625                          STATION DESCRIPTION
 HO0625
 HO0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 HO0625'THE STATION IS ABOUT 6 MILES SOUTHEAST OF ST. GEORGE, 6 MILES
 HO0625'SOUTH OF WASHINGTON AND 1/2 MILE NORTHWEST OF THE ST. GEORGE
 HO0625'CIVIL AERONAUTICS AUTHORITY AIRPORT.  IT IS ON THE HIGHEST
 HO0625'POINT OF A LOW, NORTHEAST-SOUTHWEST RIM.
 HO0625'
 HO0625'THE STATION IS THE CENTER OF THE REVOLVING, GREEN AND WHITE
 HO0625'LIGHT OF BEACON 36 AT THE ST. GEORGE C.A.A. AIRPORT.  THE
 HO0625'BEACON TOWER IS PAINTED IN RED AND SILVER SECTIONS AND IS
 HO0625'APPROXIMATELY 57 FEET IN HEIGHT.
 HO0625'
 HO0625'TO REACH THE STATION FROM THE C.A.A. BUILDINGS AT THE AIRPORT
 HO0625'GO NORTHWEST ON THE ROAD TO ST. GEORGE FOR 0.3 MILE TO TWO
 HO0625'ROAD FORKS ON THE LEFT.  TURN LEFT, TAKE THE RIGHT ONE OF THE
 HO0625'TWO FORKS, AND CONTINUE WESTERLY FOR 0.15 MILE TO THE END
 HO0625'OF THE ROAD, ABOUT 300 FEET EAST OF THE BEACON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0431 ***********************************************************************
 KO0431  DESIGNATION -  LOS ANGELES SALT LAKE AY BN 50
 KO0431  PID         -  KO0431
 KO0431  STATE/COUNTY-  UT/MILLARD
 KO0431  COUNTRY     -  US
 KO0431  USGS QUAD   -  SUNSTONE KNOLL (2017)
 KO0431
 KO0431                         *CURRENT SURVEY CONTROL
 KO0431  ______________________________________________________________________
 KO0431* NAD 83(1994) POSITION- 39 10 13.34036(N) 112 38 35.55225(W)   ADJUSTED
 KO0431  ______________________________________________________________________
 KO0431  GEOID HEIGHT    -        -19.921 (meters)                     GEOID18
 KO0431  LAPLACE CORR    -          4.23  (seconds)                    DEFLEC18
 KO0431  HORZ ORDER      -  THIRD
 KO0431
 KO0431.The horizontal coordinates were established by classical geodetic methods
 KO0431.and adjusted by the National Geodetic Survey in November 1997.
 KO0431
 KO0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0431.GEOID18 height accuracy estimate available here.
 KO0431
 KO0431.Click photographs - Photos may exist for this station.
 KO0431
 KO0431.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0431
 KO0431. The following values were computed from the NAD 83(1994) position.
 KO0431
 KO0431;                    North         East     Units Scale Factor Converg.
 KO0431;SPC UT C     - 2,093,559.519   401,211.942   MT  0.99996561   -0 43 56.3
 KO0431;SPC UT C     - 6,868,619.86  1,316,309.51   sFT  0.99996561   -0 43 56.3
 KO0431;UTM  12      - 4,336,969.153   358,049.541   MT  0.99984811   -1 02 17.1
 KO0431
 KO0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ5804936969(NAD 83)
 KO0431
 KO0431                          SUPERSEDED SURVEY CONTROL
 KO0431
 KO0431  NAD 83(1986)-  39 10 13.32253(N)    112 38 35.54617(W) AD(       ) 3
 KO0431  NAD 27      -  39 10 13.47700(N)    112 38 32.74000(W) AD(       ) 3
 KO0431
 KO0431.Superseded values are not recommended for survey control.
 KO0431
 KO0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0431.See file dsdata.pdf to determine how the superseded data were derived.
 KO0431
 KO0431_MARKER: 22 = AIRWAY BEACON
 KO0431
 KO0431  HISTORY     - Date     Condition        Report By
 KO0431  HISTORY     - 1938     FIRST OBSERVED   CGS
 KO0431
 KO0431                          STATION DESCRIPTION
 KO0431
 KO0431'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0622 ***********************************************************************
 HO0622  DESIGNATION -  LOS ANGELES SALT LK AWY BN 37B
 HO0622  PID         -  HO0622
 HO0622  STATE/COUNTY-  UT/WASHINGTON
 HO0622  COUNTRY     -  US
 HO0622  USGS QUAD   -  WASHINGTON DOME (2017)
 HO0622
 HO0622                         *CURRENT SURVEY CONTROL
 HO0622  ______________________________________________________________________
 HO0622* NAD 83(1994) POSITION- 37 07 02.82066(N) 113 29 15.50345(W)   ADJUSTED
 HO0622  ______________________________________________________________________
 HO0622  GEOID HEIGHT    -        -24.349 (meters)                     GEOID18
 HO0622  LAPLACE CORR    -          4.08  (seconds)                    DEFLEC18
 HO0622  HORZ ORDER      -  THIRD
 HO0622
 HO0622.The horizontal coordinates were established by classical geodetic methods
 HO0622.and adjusted by the National Geodetic Survey in November 1997.
 HO0622
 HO0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0622.GEOID18 height accuracy estimate available here.
 HO0622
 HO0622.Click photographs - Photos may exist for this station.
 HO0622
 HO0622.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0622
 HO0622. The following values were computed from the NAD 83(1994) position.
 HO0622
 HO0622;                    North         East     Units Scale Factor Converg.
 HO0622;SPC UT S     - 3,051,906.973   323,359.385   MT  1.00001849   -1 13 04.1
 HO0622;SPC UT S     -10,012,798.13  1,060,888.25   sFT  1.00001849   -1 13 04.1
 HO0622;UTM  12      - 4,110,798.052   278,981.458   MT  1.00020180   -1 30 06.4
 HO0622
 HO0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG7898110798(NAD 83)
 HO0622
 HO0622                          SUPERSEDED SURVEY CONTROL
 HO0622
 HO0622  NAD 83(1992)-  37 07 02.81793(N)    113 29 15.50375(W) AD(       ) 3
 HO0622  NAD 83(1986)-  37 07 02.81444(N)    113 29 15.50399(W) AD(       ) 3
 HO0622  NAD 27      -  37 07 02.86900(N)    113 29 12.70000(W) AD(       ) 3
 HO0622
 HO0622.Superseded values are not recommended for survey control.
 HO0622
 HO0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0622.See file dsdata.pdf to determine how the superseded data were derived.
 HO0622
 HO0622_MARKER: 22 = AIRWAY BEACON
 HO0622
 HO0622  HISTORY     - Date     Condition        Report By
 HO0622  HISTORY     - 1938     FIRST OBSERVED   CGS
 HO0622  HISTORY     - 20130101 POOR             GEOCAC
 HO0622
 HO0622                          STATION DESCRIPTION
 HO0622
 HO0622'DESCRIBED BY GEOCACHING 2013 (CMB)
 HO0622'NO DESCRIPTION IS GIVEN ON DATASHEET. DID FIND A WASHINGTON CITY
 HO0622'SURVEY CONTROL MARKER 467 FEET FROM THE COORDINATES FROM THIS
 HO0622'BENCHMARK. THE COORDINATES THAT I GOT FROM AND ANVERAGE WAYPOINT ON MY
 HO0622'GPS UNIT IS 37.117183 -113.489200.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0692 ***********************************************************************
 MR0692  DESIGNATION -  LOST
 MR0692  PID         -  MR0692
 MR0692  STATE/COUNTY-  UT/MORGAN
 MR0692  COUNTRY     -  US
 MR0692  USGS QUAD   -  PECK CANYON (2017)
 MR0692
 MR0692                         *CURRENT SURVEY CONTROL
 MR0692  ______________________________________________________________________
 MR0692* NAD 83(1994) POSITION- 41 15 40.74984(N) 111 16 50.95615(W)   ADJUSTED
 MR0692* NAVD 88 ORTHO HEIGHT -  2341.5   (meters)     7682.    (feet) VERTCON3
 MR0692  ______________________________________________________________________
 MR0692  GEOID HEIGHT    -        -15.433 (meters)                     GEOID18
 MR0692  LAPLACE CORR    -         -4.06  (seconds)                    DEFLEC18
 MR0692  HORZ ORDER      -  FIRST
 MR0692
 MR0692.The horizontal coordinates were established by classical geodetic methods
 MR0692.and adjusted by the National Geodetic Survey in November 1997.
 MR0692
 MR0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0692
 MR0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0692.GEOID18 height accuracy estimate available here.
 MR0692
 MR0692.Click photographs - Photos may exist for this station.
 MR0692
 MR0692.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0692
 MR0692. The following values were computed from the NAD 83(1994) position.
 MR0692
 MR0692;                    North         East     Units Scale Factor Converg.
 MR0692;SPC UT N     - 1,103,075.886   518,366.816   MT  0.99995686   +0 08 40.3
 MR0692;SPC UT N     - 3,619,008.14  1,700,675.13   sFT  0.99995686   +0 08 40.3
 MR0692;UTM  12      - 4,567,804.673   476,476.024   MT  0.99960681   -0 11 06.7
 MR0692
 MR0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0692!SPC UT N     -   0.99963528  x   0.99995686  =   0.99959216
 MR0692!UTM  12      -   0.99963528  x   0.99960681  =   0.99924223
 MR0692
 MR0692:                Primary Azimuth Mark                     Grid Az
 MR0692:SPC UT N     -  LOST AZ MK                               160 06 51.3
 MR0692:UTM  12      -  LOST AZ MK                               160 26 38.3
 MR0692
 MR0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL7647667804(NAD 83)
 MR0692
 MR0692|---------------------------------------------------------------------|
 MR0692| PID    Reference Object                     Distance      Geod. Az  |
 MR0692|                                                           dddmmss.s |
 MR0692| CM5081 LOST RM 1                             8.878 METERS 02656     |
 MR0692| CM5082 LOST RM 2                             7.892 METERS 09827     |
 MR0692| MR0677 MICROWAVE REL TWR SW EVANSTON       APPROX.19.9 KM 1055317.3 |
 MR0692| CM5080 LOST AZ MK                                         1601531.6 |
 MR0692|---------------------------------------------------------------------|
 MR0692
 MR0692                          SUPERSEDED SURVEY CONTROL
 MR0692
 MR0692  NAD 83(1993)-  41 15 40.74982(N)    111 16 50.95614(W) AD(       ) 1
 MR0692  NAD 83(1986)-  41 15 40.73641(N)    111 16 50.94663(W) AD(       ) 1
 MR0692  NAD 27      -  41 15 40.93820(N)    111 16 48.25010(W) AD(       ) 1
 MR0692  NGVD 29 (07/19/86) 2340.1    (m)         7677.     (f) VERT ANG       
 MR0692
 MR0692.Superseded values are not recommended for survey control.
 MR0692
 MR0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0692.See file dsdata.pdf to determine how the superseded data were derived.
 MR0692
 MR0692_MARKER: DS = TRIANGULATION STATION DISK
 MR0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0692_STAMPING: LOST 1938
 MR0692_MARK LOGO: CGS
 MR0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0692+STABILITY: SURFACE MOTION
 MR0692
 MR0692  HISTORY     - Date     Condition        Report By
 MR0692  HISTORY     - 1938     MONUMENTED       CGS
 MR0692  HISTORY     - 1962     GOOD             CGS
 MR0692  HISTORY     - 1966     GOOD             USGS
 MR0692
 MR0692                          STATION DESCRIPTION
 MR0692
 MR0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 MR0692'STATION IS ON TOP OF A POINTED BARE HILL WHICH IS THE HIGHEST
 MR0692'IN THE IMMEDIATE VICINITY.  IT LIES 16-1/2 MILES WEST OF EVANSTON,
 MR0692'10 MILES WNW OF WASATCH AND 25-1/4 MILES NNE OF COALVILLE.  IT
 MR0692'IS BETWEEN THE HEAD OF LOST CREEK AND THE HEAD OF SALERATUS
 MR0692'CREEK.
 MR0692'
 MR0692'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MR0692'DISKS SET IN CONCRETE.
 MR0692'
 MR0692'REACHED FROM EVANSTON, WYO. AS FOLLOWS--FROM THE CITY HALL, GO
 MR0692'SW ON U.S. 30S FOR 9.4 MILES TO WASATCH, TURN RIGHT OFF HIGHWAY AT
 MR0692'STATE HIGHWAY BLDGS., CROSS RR TRACKS AND OLD HIGHWAY GRADE,
 MR0692'THEN TURN ON TRAIL ROAD (LEFT) AND GO 3.6 MILES TO FORK JUST
 MR0692'BEYOND RANCH HOUSE.  TURN RIGHT, N, ACROSS SMALL BRIDGE, JUST
 MR0692'E OF LARGE CORRALS, BEAR RIGHT, EASTERLY, JUST N OF SMALL CORRAL
 MR0692'TO FENCE LINE, TURN LEFT AND GO N ON A WELL-TRAVELED TRAIL ROAD
 MR0692'ALONG FENCE LINE, CONTINUE NORTHERLY ON MAIN ROAD, OVER RIDGES
 MR0692'FOR 3.0 MILES TO DIM CROSSROADS (ABOUT 75 YARDS AFTER PASSING
 MR0692'OVER A BRIDGE), THEN CONTINUE STRAIGHT AHEAD, NORTHERLY, ON
 MR0692'MAIN ROAD FOR 1.5 MILES TO FORK, TAKE LEFT FORK FOR ABOUT 40
 MR0692'FEET TO CROSS ROAD.  TURN LEFT AND FOLLOW DIM TRAIL ROAD ALONG
 MR0692'TOP OF RIDGE FOR 2.0 MILES TO WHERE DIM ROAD COMES IN ON
 MR0692'RIGHT, THEN CONTINUE FOR 0.85 MILE TO SMALL BARE SPOT ON
 MR0692'LEFT OF ROAD.  DUCK IS 0.45 MILE NW OF THIS POINT.  CONTINUE
 MR0692'STRAIGHT AHEAD ON RIDGE 0.2 MILE TO CROSSROADS IN SADDLE,
 MR0692'TURN LEFT (SW) DOWN HILL FOR 0.05 MILE TO WHERE A ROAD
 MR0692'COMES IN ON THE LEFT, BEAR RIGHT, WESTERLY AROUND HILL AND
 MR0692'ALONG TOP OF RIDGE FOR 1.1 MILES TO FORK.  TAKE RIGHT FORK DOWN
 MR0692'STEEP HILL NORTHWESTERLY FOR 1.1 MILES TO DIM FORK, THEN
 MR0692'LEFT FORK, ACROSS A SMALL WASH, AND OVER A SMALL RIDGE FOR 0.2
 MR0692'MILE TO FORK, TAKE RIGHT FORK AND FOLLOW MAIN TRACKS,
 MR0692'NORTHWESTERLY UP HILL FOR 1.9 MILES TO FORK IN A SMALL SADDLE ON
 MR0692'TOP OF RIDGE.  LEAVE ROAD AND GO EASTERLY, THROUGH SAGE
 MR0692'BRUSH UP STEEP HILL FOR 0.4 MILE TO TOP OF HILL AND STATION.
 MR0692'THE HILL IS BARE ON TOP AND HAS SCATTERED BRUSH ON THE WESTERN
 MR0692'AND NORTHERN SLOPES.  DUCK IS USED AS AN AZIMUTH MARK.
 MR0692'
 MR0692'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
 MR0692
 MR0692                          STATION RECOVERY (1962)
 MR0692
 MR0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0692'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 MR0692'CONDITION WITH NO NOTICEABLE DISPLACEMENT OF ANY OF THE MARKS.
 MR0692'AN AZIMUTH MARK WAS ESTABLISHED.  FOLLOWING IS A NEW ROUTING
 MR0692'TO THE STATION AND A DESCRIPTION OF THE AZIMUTH MARK.
 MR0692'
 MR0692'TO REACH FROM THE RAILROAD DEPOT IN EVANSTON WYOMING.  GO WEST
 MR0692'ON U.S. HIGHWAY 30S FOR 4.9 MILES TO THE WYOMING-UTAH STATE
 MR0692'LINE.  CONTINUE AHEAD, WEST, ON THE HIGHWAY FOR 5.1 MILES TO
 MR0692'THE WAHSATCH EXIT.  TURN RIGHT, NORTH AND EAST, ON GRADED ROAD
 MR0692'FOR 0.45 MILE TO A RAILROAD CROSSING.  CROSS RAILROAD TRACKS ON
 MR0692'GRADED ROAD FOR 0.05 MILE TO A LOCKED GATE.  PASS THROUGH THE
 MR0692'GATE, TURN LEFT, WEST, ON GRADED ROAD FOR 0.6 MILE TO A FORK.
 MR0692'TAKE THE RIGHT FORK, NORTHERLY, ON THE MAIN ROAD FOR 2.8 MILES
 MR0692'TO A TRACK ROAD LEFT AT AN EARTH DAM.  TURN LEFT, WESTERLY,
 MR0692'ON TRACK ROAD FOR 2.65 MILES TO A FORK.  TAKE THE RIGHT FORK,
 MR0692'WESTERLY, ON THE MAIN TRACK ROAD FOR 0.4 MILES TO A FORK.  TAKE THE
 MR0692'RIGHT FORK ACROSS SMALL DRAINAGE, NORTHERLY, ON THE MAIN TRACK
 MR0692'ROAD FOR 1.4 MILES TO A FORK.  TAKE THE RIGHT FORK ON TRACK ROAD
 MR0692'FOR 1.7 MILES TO A METAL AND A WHITE FRAME BUILDING ON THE
 MR0692'LEFT.  CONTINUE AHEAD ON THE MAIN TRACK ROAD FOR 0.15 MILE
 MR0692'TO A FORK.  TAKE THE RIGHT FORK, LEAVING POWERLINE, NORTH, ON
 MR0692'TRACK ROAD FOR 1.4 MILES TO A FORK.  TAKE THE LEFT FORK,
 MR0692'DOWN HILL, NORTHWESTERLY, ON THE MAIN TRACK ROAD FOR
 MR0692'1.1 MILES TO A FORK.  TAKE THE LEFT FORK, CROSS SMALL WASH AND
 MR0692'CROSS OVER A SMALL RIDGE FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT
 MR0692'FORK, UP HILL, NORTHWEST, ON THE MAIN TRACK ROAD FOR 1.05 MILES
 MR0692'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD, WESTERLY, ON
 MR0692'THE MAIN TRACK ROAD FOR 0.8 MILE TO A CROSS ROAD IN A
 MR0692'SADDLE.  TURN RIGHT, EASTERLY, ON DIM TRACK ROAD FOR 0.45
 MR0692'MILE TO THE HIGHEST POINT OF HILL AND STATION.
 MR0692'
 MR0692'AZIMUTH MARK IS A STANDARD DISK, STAMPED LOST 1938 1962, CEMENTED
 MR0692'IN A DRILL HOLE IN A 1-1/2 X 3 FOOT BOULDER PROJECTING 4 INCHES.
 MR0692'IT IS 12 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD AND 4.5
 MR0692'FEET SOUTH-SOUTHEAST OF A WITNESS POST.
 MR0692
 MR0692                          STATION RECOVERY (1966)
 MR0692
 MR0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MR0692'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0607 ***********************************************************************
 HO0607  DESIGNATION -  LOW
 HO0607  PID         -  HO0607
 HO0607  STATE/COUNTY-  UT/IRON
 HO0607  COUNTRY     -  US
 HO0607  USGS QUAD   -  CEDAR CITY NW (2017)
 HO0607
 HO0607                         *CURRENT SURVEY CONTROL
 HO0607  ______________________________________________________________________
 HO0607* NAD 83(1994) POSITION- 37 41 59.52555(N) 113 13 33.22227(W)   ADJUSTED
 HO0607* NAVD 88 ORTHO HEIGHT -  1990.1   (meters)     6529.    (feet) VERTCON3
 HO0607  ______________________________________________________________________
 HO0607  GEOID HEIGHT    -        -22.035 (meters)                     GEOID18
 HO0607  LAPLACE CORR    -          2.34  (seconds)                    DEFLEC18
 HO0607  HORZ ORDER      -  FIRST
 HO0607
 HO0607.The horizontal coordinates were established by classical geodetic methods
 HO0607.and adjusted by the National Geodetic Survey in November 1997.
 HO0607
 HO0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0607
 HO0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0607.GEOID18 height accuracy estimate available here.
 HO0607
 HO0607.Click photographs - Photos may exist for this station.
 HO0607
 HO0607.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0607
 HO0607. The following values were computed from the NAD 83(1994) position.
 HO0607
 HO0607;                    North         East     Units Scale Factor Converg.
 HO0607;SPC UT S     - 3,116,072.464   347,810.557   MT  0.99995237   -1 03 26.8
 HO0607;SPC UT S     -10,223,314.41  1,141,108.47   sFT  0.99995237   -1 03 26.8
 HO0607;UTM  12      - 4,174,847.282   303,766.016   MT  1.00007433   -1 21 41.9
 HO0607
 HO0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0607!SPC UT S     -   0.99969126  x   0.99995237  =   0.99964365
 HO0607!UTM  12      -   0.99969126  x   1.00007433  =   0.99976557
 HO0607
 HO0607:                Primary Azimuth Mark                     Grid Az
 HO0607:SPC UT S     -  LOW AZ MK                                084 25 53.9
 HO0607:UTM  12      -  LOW AZ MK                                084 44 09.0
 HO0607
 HO0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG0376674847(NAD 83)
 HO0607
 HO0607|---------------------------------------------------------------------|
 HO0607| PID    Reference Object                     Distance      Geod. Az  |
 HO0607|                                                           dddmmss.s |
 HO0607| CH3586 LOW AZ MK                                          0832227.1 |
 HO0607| CH3587 LOW RM 1                              6.482 METERS 13251     |
 HO0607| CH3588 LOW RM 2                              7.868 METERS 23338     |
 HO0607|---------------------------------------------------------------------|
 HO0607
 HO0607                          SUPERSEDED SURVEY CONTROL
 HO0607
 HO0607  NAD 83(1986)-  37 41 59.52287(N)    113 13 33.21439(W) AD(       ) 1
 HO0607  NAD 27      -  37 41 59.61200(N)    113 13 30.38300(W) AD(       ) 1
 HO0607  NGVD 29 (07/19/86) 1989.0    (m)         6526.     (f) VERT ANG       
 HO0607
 HO0607.Superseded values are not recommended for survey control.
 HO0607
 HO0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0607.See file dsdata.pdf to determine how the superseded data were derived.
 HO0607
 HO0607_MARKER: DS = TRIANGULATION STATION DISK
 HO0607_SETTING: 66 = SET IN ROCK OUTCROP
 HO0607_STAMPING: LOW 1938
 HO0607_MARK LOGO: CGS
 HO0607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0607+STABILITY: POSITION/ELEVATION WELL
 HO0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0607+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2018
 HO0607
 HO0607  HISTORY     - Date     Condition        Report By
 HO0607  HISTORY     - 1938     MONUMENTED       CGS
 HO0607  HISTORY     - 1948     GOOD             USGS
 HO0607  HISTORY     - 1971     GOOD             NGS
 HO0607  HISTORY     - 20181222 GOOD             INDIV
 HO0607
 HO0607                          STATION DESCRIPTION
 HO0607
 HO0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0607'STATION IS ABOUT 9 MILES WEST-NORTHWEST OF CEDAR CITY, UTAH,
 HO0607'2 MILES SOUTHEAST OF SWETT PEAK, AND ABOUT ONE MILE SOUTH-SOUTHEAST
 HO0607'OF THE CEDAR CITY-NEWCASTLE ROAD.  STATION IS ON THE EAST END
 HO0607'OF A TIMBERED RIDGE ABOUT 0.5 MILE EAST OF THE PROMINENT POINT
 HO0607'THAT IS THE HIGHEST POINT OF THE RIDGE.  REFERENCE MARK NO. 1
 HO0607'IS SOUTH-SOUTHEAST OF AND ABOUT THREE FEET LOWER THAN THE
 HO0607'STATION.  REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION
 HO0607'AT ABOUT THE SAME ELEVATION.  AZIMUTH MARK IS ABOUT 0.3 MILE
 HO0607'EAST OF THE STATION ABOUT 100 FEET LOWER IN ELEVATION.  IT IS
 HO0607'LOCATED ON A FLAT BENCH COVERED WITH CEDAR AND PINON TREES.
 HO0607'
 HO0607'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE BRONZE TABLETS SET
 HO0607'IN BEDROCK.
 HO0607'
 HO0607'STATION IS REACHED FROM CEDAR CITY, UTAH AS FOLLOWS--GO WEST
 HO0607'FROM EL ESCALANTE HOTEL FOR 2.7 MILES TO A FORK.  THENCE TAKE
 HO0607'LEFT FORK (STRAIGHT AHEAD) A GRAVEL ROAD AND GO FOR 2.8 MILES TO
 HO0607'A FORK.  THENCE TAKE THE RIGHT FORK THE MAIN TRAVELED ROAD,
 HO0607'AT A SIGN (NEWCASTLE 25 MILES) AND GO FOR 4.3 MILES TO A DIM
 HO0607'TRACK ROAD LEADING TO THE LEFT OF THE HIGHWAY.  THENCE TURN
 HO0607'LEFT, SOUTHWEST AND CROSS A SMALL WASH AND FOLLOW TRACK ROAD
 HO0607'FOR 0.1 MILE TO WHERE A ROAD COMES IN FROM THE LEFT.  BEAR
 HO0607'RIGHT ON A DEEP RUTTED ROAD AND GO FOR 0.15 MILE TO A DIM
 HO0607'FORK.  THENCE TAKE THE LEFT FORK, SOUTHWEST AND FOLLOW IT 0.45
 HO0607'MILE TO ITS END, JUST NORTH OF A CANYON WITH A LARGE PILLAR
 HO0607'ROCK ON THE EAST RIDGE AND TO THE END OF THE TRUCK TRAVEL.
 HO0607'FROM HERE FOLLOW UP CANYON TO THE FIRST CANYON COMING IN
 HO0607'FROM THE LEFT, GO UP SMALLER CANYON TO A BENCH AND THENCE
 HO0607'SOUTH UP THE SIDE OF THE RIDGE TO THE TOP.  THENCE GO LEFT
 HO0607'ALONG THE TOP OF THE RIDGE TO THE STATION.
 HO0607
 HO0607                          STATION RECOVERY (1948)
 HO0607
 HO0607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 HO0607'RECOVERED IN GOOD CONDITION.
 HO0607'
 HO0607'STATION MARK--BRONZE TABLET SET IN BEDROCK.
 HO0607
 HO0607                          STATION RECOVERY (1971)
 HO0607
 HO0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 HO0607'STATION AND R.M.S FOUND IN GOOD CONDITION.  NO DESCRIPTION
 HO0607'AVAILABLE.
 HO0607'
 HO0607'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.5 MILES
 HO0607'WEST OF CEDAR CITY
 HO0607
 HO0607                          STATION RECOVERY (2018)
 HO0607
 HO0607'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (TWG)
 HO0607'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0419 ***********************************************************************
 LP0419  DESIGNATION -  LP0419
 LP0419  PID         -  LP0419
 LP0419  STATE/COUNTY-  UT/TOOELE
 LP0419  COUNTRY     -  US
 LP0419  USGS QUAD   -  FARNSWORTH PEAK (2017)
 LP0419
 LP0419                         *CURRENT SURVEY CONTROL
 LP0419  ______________________________________________________________________
 LP0419* NAD 83(1994) POSITION- 40 39 33.00050(N) 112 12 10.27385(W)   ADJUSTED
 LP0419* NAVD 88 ORTHO HEIGHT -  2755.1   (meters)     9039.    (feet) VERTCON3
 LP0419  ______________________________________________________________________
 LP0419  GEOID HEIGHT    -        -17.003 (meters)                     GEOID18
 LP0419  LAPLACE CORR    -          4.93  (seconds)                    DEFLEC18
 LP0419  HORZ ORDER      -  FIRST
 LP0419
 LP0419.The horizontal coordinates were established by classical geodetic methods
 LP0419.and adjusted by the National Geodetic Survey in November 1997.
 LP0419
 LP0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0419
 LP0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0419.GEOID18 height accuracy estimate available here.
 LP0419
 LP0419.Click photographs - Photos may exist for this station.
 LP0419
 LP0419.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0419
 LP0419. The following values were computed from the NAD 83(1994) position.
 LP0419
 LP0419;                    North         East     Units Scale Factor Converg.
 LP0419;SPC UT C     - 2,258,455.124   440,562.168   MT  1.00000229   -0 27 00.8
 LP0419;SPC UT C     - 7,409,614.85  1,445,411.05   sFT  1.00000229   -0 27 00.8
 LP0419;UTM  12      - 4,501,617.959   398,317.691   MT  0.99972726   -0 47 01.7
 LP0419
 LP0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0419!SPC UT C     -   0.99957067  x   1.00000229  =   0.99957296
 LP0419!UTM  12      -   0.99957067  x   0.99972726  =   0.99929805
 LP0419
 LP0419:                Primary Azimuth Mark                     Grid Az
 LP0419:SPC UT C     -  NELSON PEAK TV STA KBYU MAST             146 12 44.3
 LP0419:UTM  12      -  NELSON PEAK TV STA KBYU MAST             146 32 45.2
 LP0419
 LP0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL9831701617(NAD 83)
 LP0419
 LP0419|---------------------------------------------------------------------|
 LP0419| PID    Reference Object                     Distance      Geod. Az  |
 LP0419|                                                           dddmmss.s |
 LP0419| CM5376 CM5376                                7.227 METERS 00322     |
 LP0419| LP0415 LP0415                               76.455 METERS 04523     |
 LP0419| LP0423 LP0423                               87.330 METERS 04906     |
 LP0419| CM5375 CM5375                               11.616 METERS 10613     |
 LP0419| LP0407 NELSON PEAK TV STA KBYU MAST        APPROX. 6.9 KM 1454543.5 |
 LP0419|---------------------------------------------------------------------|
 LP0419
 LP0419                          SUPERSEDED SURVEY CONTROL
 LP0419
 LP0419  NAD 83(1993)-  40 39 32.99572(N)    112 12 10.26964(W) AD(       ) 1
 LP0419  NAD 83(1986)-  40 39 32.98975(N)    112 12 10.26623(W) AD(       ) 1
 LP0419  NAD 27      -  40 39 33.18540(N)    112 12 07.46415(W) AD(       ) 1
 LP0419  NGVD 29 (07/19/86) 2753.9    (m)         9035.     (f) VERT ANG       
 LP0419
 LP0419.Superseded values are not recommended for survey control.
 LP0419
 LP0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0419.See file dsdata.pdf to determine how the superseded data were derived.
 LP0419
 LP0419_MARKER: DH = HORIZONTAL CONTROL DISK
 LP0419_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0419_MARK LOGO: NGS
 LP0419_PROJECTION: PROJECTING
 LP0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0419
 LP0419  HISTORY     - Date     Condition        Report By
 LP0419  HISTORY     - 1974     MONUMENTED       NGS
 LP0419
 LP0419                          STATION DESCRIPTION
 LP0419
 LP0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LP0419'THE STATION IS LOCATED ABOUT 10 MILES WEST OF KEARNS, 6 MILES
 LP0419'SOUTHWEST OF MAGNA AND ON THE TOP OF A MOUNTAIN PEAK.  THE PROPERTY IS
 LP0419'OWNED BY KSL TELEVISION, PERMISSION AND THE KEY FOR THE LOCKED GATES
 LP0419'CAN BE OBTAINED FROM MR. BILL LOVELESS, 145 SOCIAL HALL AVENUE, PHONE
 LP0419'NUMBER 524-2662.
 LP0419'
 LP0419'THE STATION MARK IS A STANDARD DISK STAMPED AND BRAZED TO THE TOP OF A
 LP0419'TWO INCH IRON PIPE THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 LP0419'IT IS 56 FEET WEST OF THE SOUTHMOST ANTENNA MAST AND 45 FEET SOUTHEAST
 LP0419'OF A DOUBLE POWER LINE POLE.
 LP0419'
 LP0419'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED AND BRAZED TO THE TOP
 LP0419'OF A TWO INCH IRON PIPE THAT PROJECTS 6 INCHES ABOVE THE GROUND
 LP0419'SURFACE.  IT IS 17.5 FEET WEST OF THE SOUTHMOST ANTENNA MAST AND THE
 LP0419'SAME ELEVATION AS THE STATION.
 LP0419'
 LP0419'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED AND BRAZED TO THE TOP
 LP0419'OF A TWO INCH IRON PIPE THAT PROJECTS 6 INCHES ABOVE THE GROUND
 LP0419'SURFACE.  IT IS 25 FEET EAST-SOUTHEAST OF A DOUBLE POWER LINE POLE AND
 LP0419'THE SAME ELEVATION AS THE STATION.
 LP0419'
 LP0419'THE NELSON PEAK TV MAST KBYU CAN BE USED AS AN AZIMUTH.  THE TRAVERSE
 LP0419'DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0777 ***********************************************************************
 MS0777  DESIGNATION -  LUCIN
 MS0777  PID         -  MS0777
 MS0777  STATE/COUNTY-  UT/BOX ELDER
 MS0777  COUNTRY     -  US
 MS0777  USGS QUAD   -  PIGEON MOUNTAIN (2017)
 MS0777
 MS0777                         *CURRENT SURVEY CONTROL
 MS0777  ______________________________________________________________________
 MS0777* NAD 83(1994) POSITION- 41 21 05.32837(N) 113 45 12.33224(W)   ADJUSTED
 MS0777* NAVD 88 ORTHO HEIGHT -  1637.4   (meters)     5372.    (feet) VERTCON3
 MS0777  ______________________________________________________________________
 MS0777  GEOID HEIGHT    -        -16.807 (meters)                     GEOID18
 MS0777  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 MS0777  HORZ ORDER      -  SECOND
 MS0777
 MS0777.The horizontal coordinates were established by classical geodetic methods
 MS0777.and adjusted by the National Geodetic Survey in November 1997.
 MS0777
 MS0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0777
 MS0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0777.GEOID18 height accuracy estimate available here.
 MS0777
 MS0777.Click photographs - Photos may exist for this station.
 MS0777
 MS0777.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0777
 MS0777. The following values were computed from the NAD 83(1994) position.
 MS0777
 MS0777;                    North         East     Units Scale Factor Converg.
 MS0777;SPC UT N     - 1,115,510.464   311,447.339   MT  0.99995838   -1 29 08.9
 MS0777;SPC UT N     - 3,659,803.91  1,021,806.81   sFT  0.99995838   -1 29 08.9
 MS0777;UTM  12      - 4,581,434.069   269,655.777   MT  1.00025303   -1 49 11.7
 MS0777
 MS0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0777!SPC UT N     -   0.99974587  x   0.99995838  =   0.99970426
 MS0777!UTM  12      -   0.99974587  x   1.00025303  =   0.99999883
 MS0777
 MS0777:                Primary Azimuth Mark                     Grid Az
 MS0777:SPC UT N     -  LUCIN AZ MK                              144 45 10.3
 MS0777:UTM  12      -  LUCIN AZ MK                              145 05 13.1
 MS0777
 MS0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL6965581434(NAD 83)
 MS0777
 MS0777|---------------------------------------------------------------------|
 MS0777| PID    Reference Object                     Distance      Geod. Az  |
 MS0777|                                                           dddmmss.s |
 MS0777| CM5083 LUCIN AZ MK                                        1431601.4 |
 MS0777| CM5084 LUCIN RM 1                            5.550 METERS 14502     |
 MS0777| CM5085 LUCIN RM 2                            7.300 METERS 35640     |
 MS0777|---------------------------------------------------------------------|
 MS0777
 MS0777                          SUPERSEDED SURVEY CONTROL
 MS0777
 MS0777  NAD 83(1986)-  41 21 05.32147(N)    113 45 12.32647(W) AD(       ) 2
 MS0777  NAD 27      -  41 21 05.59289(N)    113 45 09.29823(W) AD(       ) 2
 MS0777  NGVD 29 (07/19/86) 1636.4    (m)         5369.     (f) VERT ANG       
 MS0777
 MS0777.Superseded values are not recommended for survey control.
 MS0777
 MS0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0777.See file dsdata.pdf to determine how the superseded data were derived.
 MS0777
 MS0777_MARKER: DS = TRIANGULATION STATION DISK
 MS0777_SETTING: 66 = SET IN ROCK OUTCROP
 MS0777_STAMPING: LUCIN 1940
 MS0777_MARK LOGO: CGS
 MS0777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0777+STABILITY: POSITION/ELEVATION WELL
 MS0777
 MS0777  HISTORY     - Date     Condition        Report By
 MS0777  HISTORY     - 1940     MONUMENTED       CGS
 MS0777  HISTORY     - 1958     GOOD             CGS
 MS0777  HISTORY     - 1968     GOOD             USGS
 MS0777
 MS0777                          STATION DESCRIPTION
 MS0777
 MS0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MS0777'STATION IS LOCATED ABOUT 7-1/2 MILES E OF LUCIN, 1-1/2 MILES
 MS0777'N OF THE MAIN LINE OF THE SOUTHERN PACIFIC RAILROAD, ON A HIGH,
 MS0777'PROMINENT ROCKY KNOB LYING NW OF THE SALT LAKE DESERT.
 MS0777'
 MS0777'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN BEDROCK ON
 MS0777'HIGHEST POINT OF HILL.  STAMPED LUCIN 1940.
 MS0777'
 MS0777'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN BEDROCK
 MS0777'ABOUT 18 FEET SE OF STATION AND ABOUT 1-1/2 FEET LOWER IN ELEVATION.
 MS0777'STAMPED LUCIN NO. 1 1940.
 MS0777'
 MS0777'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN BEDROCK
 MS0777'ABOUT 24 FEET N OF STATION AND ABOUT 3-1/2 FEET LOWER IN ELEVATION.
 MS0777'STAMPED LUCIN NO. 2 1940.
 MS0777'
 MS0777'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN BEDROCK ABOUT 0.2
 MS0777'MILE SE OF STATION AND ABOUT 200 FEET LOWER IN ELEVATION, SET
 MS0777'ON POINT OF RIDGE TO THE SE.  STAMPED LUCIN 1940.
 MS0777'
 MS0777'STATION IS REACHED FROM THE SOUTHERN PACIFIC RAILROAD DEPOT
 MS0777'IN LUCIN BY GOING WESTERLY ALONG S SIDE OF RAILROAD TRACKS FOR
 MS0777'0.45 MILE.  THENCE RIGHT ACROSS TRACKS AND FOLLOW MAIN ROAD
 MS0777'(PARK VALLEY ROAD) NE, FOR 0.85 MILE.  THENCE RIGHT ON TRACK ROAD
 MS0777'FOR 5.35 MILES TO FORKS.  KEEP LEFT FORK, CROSS RAILROAD TRACKS,
 MS0777'AND CONTINUE ON MAIN ROAD FOR 3.25 MILES TO MILEPOST 688.
 MS0777'CONTINUE ACROSS COUNTRY IN A NW DIRECTION FOR 1.7 MILES TO N
 MS0777'END OF HILL AND END OF TRUCK TRAVEL.  PACK NW TO HIGHEST POINT
 MS0777'AND STATION, (20-MINUTE PACK.)
 MS0777
 MS0777                          STATION RECOVERY (1958)
 MS0777
 MS0777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MS0777'ALL MARKS RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 MS0777'TO REFERENCE MARKS CHECKED AND VERIFIED.  DESCRIPTION ADEQUATE
 MS0777'AND CORRECT EXCEPT FOR THE FOLLOWING.  TO REACH STATION FROM
 MS0777'THE OLD RAILROAD DEPOT AT LUCIN GO ABOUT 8.2 MILES EAST-SOUTHEAST
 MS0777'ON GRADED DIRT ROAD ALONG NORTH SIDE OF RAILROAD TRACKS TO
 MS0777'MILEPOST 688, FROM HERE FOLLOW THE OLD TO REACH DESCRIPTION.
 MS0777
 MS0777                          STATION RECOVERY (1968)
 MS0777
 MS0777'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JM)
 MS0777'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 411133,
 MS0777'STATION 1002.  ALL MARKS ARE IN GOOD CONDITION.  REFERENCE
 MS0777'MARK NO. 2 DOES NOT HAVE THE YEAR 1940 STAMPED ON IT.
 MS0777'
 MS0777'REACHED BY HELICOPTER.
 MS0777'
 MS0777'LANDING SITE IS ON ROCK SHELF ABOUT 25 FT. SW. AND ABOUT 10 FT.
 MS0777'LOWER THAN THE STATION.  WITH 4-WHEEL DRIVE, THE BEST APPROACH
 MS0777'TO THIS STATION IS THE NE SIDE OF THE HILL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AB5689 ***********************************************************************
 AB5689  DESIGNATION -  LUCIN
 AB5689  PID         -  AB5689
 AB5689  STATE/COUNTY-  UT/BOX ELDER
 AB5689  COUNTRY     -  US
 AB5689  USGS QUAD   -  LUCIN (2017)
 AB5689
 AB5689                         *CURRENT SURVEY CONTROL
 AB5689  ______________________________________________________________________
 AB5689* NAD 83(1994) POSITION- 41 20 01.70905(N) 113 54 36.55140(W)   ADJUSTED
 AB5689* NAVD 88 ORTHO HEIGHT -  1505.2   (meters)     4938.    (feet) VERTCON3
 AB5689  ______________________________________________________________________
 AB5689  GEOID HEIGHT    -        -16.785 (meters)                     GEOID18
 AB5689  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 AB5689  HORZ ORDER      -  THIRD
 AB5689
 AB5689.The horizontal coordinates were established by classical geodetic methods
 AB5689.and adjusted by the National Geodetic Survey in November 1997.
 AB5689
 AB5689.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB5689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB5689
 AB5689.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5689.GEOID18 height accuracy estimate available here.
 AB5689
 AB5689.Click photographs - Photos may exist for this station.
 AB5689
 AB5689.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB5689
 AB5689. The following values were computed from the NAD 83(1994) position.
 AB5689
 AB5689;                    North         East     Units Scale Factor Converg.
 AB5689;SPC UT N     - 1,113,900.534   298,282.178   MT  0.99995789   -1 35 20.9
 AB5689;SPC UT N     - 3,654,522.00    978,614.11   sFT  0.99995789   -1 35 20.9
 AB5689;UTM  12      - 4,579,900.391   256,477.069   MT  1.00032990   -1 55 22.6
 AB5689
 AB5689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5689!SPC UT N     -   0.99976659  x   0.99995789  =   0.99972449
 AB5689!UTM  12      -   0.99976659  x   1.00032990  =   1.00009641
 AB5689
 AB5689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL5647779900(NAD 83)
 AB5689
 AB5689                          SUPERSEDED SURVEY CONTROL
 AB5689
 AB5689  NAD 83(1986)-  41 20 01.70269(N)    113 54 36.54570(W) AD(       ) 3
 AB5689  NGVD 29 (07/31/96) 1504.2    (m)         4935.     (f) VERT ANG       
 AB5689
 AB5689.Superseded values are not recommended for survey control.
 AB5689
 AB5689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5689.See file dsdata.pdf to determine how the superseded data were derived.
 AB5689
 AB5689_MARKER: DB = BENCH MARK DISK
 AB5689_SETTING: 66 = SET IN ROCK OUTCROP
 AB5689_STAMPING: LUCIN 1939
 AB5689_MARK LOGO: USGS
 AB5689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB5689+STABILITY: POSITION/ELEVATION WELL
 AB5689
 AB5689  HISTORY     - Date     Condition        Report By
 AB5689  HISTORY     - 1939     MONUMENTED       USGS
 AB5689
 AB5689                          STATION DESCRIPTION
 AB5689
 AB5689'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 AB5689'LOCATED ABOUT 1.5 MI. SW. OF LUCIN, ON TOP OF THE FIRST BUTTE.
 AB5689'TO REACH FROM S.P. DEPOT IN LUCIN, DRIVE S. 0.4 MI. CROSSING BRIDGE
 AB5689'AND TAKE LEFTHAND RD. ON W. SIDE OF SIGNS MARKED --MONTELLO 18, PARK
 AB5689'VALLEY 55--.  THERE IS A RD. LEADING S. A FEW FT. E. OF SIGNS. GO 0.4
 AB5689'MI. TO TOP OF RIDGE ON N. SIDE OF BUTTE, TURN LEFT ABOUT 200 YDS. TO
 AB5689'TOE OF STEEP SLOPE.  LEAVE TRUCK HERE AND PROCEED 0.6 MI. S. TO TOP OF
 AB5689'BUTTE AND STATION.
 AB5689'STATION MARK--STANDARD TABLET STAMPED---LUCIN 1939---, CEMENTED IN TOP
 AB5689'OF LEDGE ON HIGHEST POINT OF THE BUTTE.
 AB5689'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---1939 NO
 AB5689'1---, CEMENTED IN SOLID ROCK, 6.58 FT. FROM STATION MARK 220 DEGREES
 AB5689'27 MINUTES SW.
 AB5689'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED---NO 2
 AB5689'1939---, CEMENTED IN SOLID ROCK, 15.72 FT. FROM STATION MARK 301
 AB5689'DEGREES 01 MINUTES NW.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0730 ***********************************************************************
 MS0730  DESIGNATION -  LUCIN ET
 MS0730  PID         -  MS0730
 MS0730  STATE/COUNTY-  UT/BOX ELDER
 MS0730  COUNTRY     -  US
 MS0730  USGS QUAD   -  CARRINGTON ISLAND NE (2017)
 MS0730
 MS0730                         *CURRENT SURVEY CONTROL
 MS0730  ______________________________________________________________________
 MS0730* NAD 83(1994) POSITION- 41 12 59.19126(N) 112 31 29.22252(W)   ADJUSTED
 MS0730* NAVD 88 ORTHO HEIGHT -  1284.02  (+/-2cm)     4212.7   (feet) VERTCON3
 MS0730  ______________________________________________________________________
 MS0730  GEOID HEIGHT    -        -16.904 (meters)                     GEOID18
 MS0730  LAPLACE CORR    -          4.01  (seconds)                    DEFLEC18
 MS0730  HORZ ORDER      -  SECOND
 MS0730  VERT ORDER      -  THIRD ? (See Below)
 MS0730
 MS0730.The horizontal coordinates were established by classical geodetic methods
 MS0730.and adjusted by the National Geodetic Survey in November 1997.
 MS0730
 MS0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0730
 MS0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0730.GEOID18 height accuracy estimate available here.
 MS0730
 MS0730.The vertical order pertains to the NGVD 29 superseded value.
 MS0730
 MS0730.Click photographs - Photos may exist for this station.
 MS0730
 MS0730.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0730
 MS0730. The following values were computed from the NAD 83(1994) position.
 MS0730
 MS0730;                    North         East     Units Scale Factor Converg.
 MS0730;SPC UT N     - 1,098,575.631   414,067.960   MT  0.99995702   -0 40 32.5
 MS0730;SPC UT N     - 3,604,243.55  1,358,487.97   sFT  0.99995702   -0 40 32.5
 MS0730;UTM  12      - 4,563,905.428   372,181.727   MT  0.99980107   -1 00 17.4
 MS0730
 MS0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0730!SPC UT N     -   0.99980129  x   0.99995702  =   0.99975831
 MS0730!UTM  12      -   0.99980129  x   0.99980107  =   0.99960239
 MS0730
 MS0730:                Primary Azimuth Mark                     Grid Az
 MS0730:SPC UT N     -  CAVE ET                                  004 15 26.8
 MS0730:UTM  12      -  CAVE ET                                  004 35 11.7
 MS0730
 MS0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL7218163905(NAD 83)
 MS0730
 MS0730|---------------------------------------------------------------------|
 MS0730| PID    Reference Object                     Distance      Geod. Az  |
 MS0730|                                                           dddmmss.s |
 MS0730| MS0727 CAVE ET                             APPROX.14.9 KM 0033454.3 |
 MS0730| CM5086 LUCIN RM 1                            9.431 METERS 04016     |
 MS0730| CM5087 LUCIN RM 2                            5.755 METERS 08358     |
 MS0730|---------------------------------------------------------------------|
 MS0730
 MS0730                          SUPERSEDED SURVEY CONTROL
 MS0730
 MS0730  NAD 83(1993)-  41 12 59.19031(N)    112 31 29.22015(W) AD(       ) 2
 MS0730  NAD 83(1986)-  41 12 59.18130(N)    112 31 29.21225(W) AD(       ) 2
 MS0730  NAD 27      -  41 12 59.42665(N)    112 31 26.36055(W) AD(       ) 2
 MS0730  NGVD 29            1283.09   (m)         4209.6    (f) LEVELING    3  
 MS0730
 MS0730.Superseded values are not recommended for survey control.
 MS0730
 MS0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0730.See file dsdata.pdf to determine how the superseded data were derived.
 MS0730
 MS0730_MARKER: DD = SURVEY DISK
 MS0730_SETTING: 80 = SET IN A BOULDER
 MS0730_STAMPING: ET LUCIN 1966
 MS0730_MARK LOGO: USGS
 MS0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0730+STABILITY: SURFACE MOTION
 MS0730
 MS0730  HISTORY     - Date     Condition        Report By
 MS0730  HISTORY     - 1966     MONUMENTED       USGS
 MS0730
 MS0730                          STATION DESCRIPTION
 MS0730
 MS0730'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (RWH)
 MS0730'LOCATED ABOUT 18 MI. (AIRLINE) E. OF LAKESIDE.  ABOUT 8.6 MI.
 MS0730'S. OF INDIAN CAVE.  ABOUT 5 MI. W. OF PROMONTORY POINT AIRSTRIP.
 MS0730'AT A POINT WHERE RD. CROSSES RAILROAD ON CAUSEWAY.
 MS0730'
 MS0730'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 30S, 191 AND STATE
 MS0730'HIGHWAY 83 IN CORINNE, GO W. ON STATE HIGHWAY 83 FOR 16.85 MI.
 MS0730'TO RD. FORK.  TAKE LEFT FORK (W.) AND CONTINUE ON STATE HIGHWAY
 MS0730'83 FOR 2.05 TO RD. FORK.  TAKE LEFT FORK (S.) RD. TO PROMONTORY
 MS0730'POINT FOR 34.95 MI. TO RD. FORK.  TAKE LEFT FORK (W.) FOR 1.8
 MS0730'MI. TO GATE.  (THIS GATE IS KEPT LOCKED BY THE SOUTHERN PACIFIC
 MS0730'RR.) CONTINUE W. FOR 0.45 MI. TO RD. CROSSING RAILROAD.
 MS0730'STATION LOCATED S. OF TRACKS AND W. OF RAILROAD TRAFFIC SIGNAL
 MS0730'LIGHT.
 MS0730'
 MS0730'STATION MARK--STANDARD TABLET STAMPED LUCIN ET 1966 IN BURIED
 MS0730'BOULDER.
 MS0730'
 MS0730'REFERENCE MARK 1--CHISELED CROSS ON SE. CORNER OF BASE OF N.
 MS0730'TRAFFIC SIGNAL LIGHT.
 MS0730'
 MS0730'REFERENCE MARK 2--CHISELED CROSS ON SE. CORNER OF BASE OF S.
 MS0730'TRAFFIC SIGNAL LIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0569 ***********************************************************************
 JO0569  DESIGNATION -  LUND
 JO0569  PID         -  JO0569
 JO0569  STATE/COUNTY-  UT/IRON
 JO0569  COUNTRY     -  US
 JO0569  USGS QUAD   -  LUND (2017)
 JO0569
 JO0569                         *CURRENT SURVEY CONTROL
 JO0569  ______________________________________________________________________
 JO0569* NAD 83(1994) POSITION- 38 00 28.46269(N) 113 25 57.71074(W)   ADJUSTED
 JO0569* NAVD 88 ORTHO HEIGHT -  1549.95  (+/-2cm)     5085.1   (feet) VERTCON3
 JO0569  ______________________________________________________________________
 JO0569  GEOID HEIGHT    -        -22.335 (meters)                     GEOID18
 JO0569  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 JO0569  HORZ ORDER      -  SECOND
 JO0569  VERT ORDER      -  THIRD ? (See Below)
 JO0569
 JO0569.The horizontal coordinates were established by classical geodetic methods
 JO0569.and adjusted by the National Geodetic Survey in November 1997.
 JO0569
 JO0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0569
 JO0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0569.GEOID18 height accuracy estimate available here.
 JO0569
 JO0569.The vertical order pertains to the NGVD 29 superseded value.
 JO0569
 JO0569.Click photographs - Photos may exist for this station.
 JO0569
 JO0569.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0569
 JO0569. The following values were computed from the NAD 83(1994) position.
 JO0569
 JO0569;                    North         East     Units Scale Factor Converg.
 JO0569;SPC UT S     - 3,150,610.572   330,283.713   MT  0.99995890   -1 11 02.9
 JO0569;SPC UT S     -10,336,628.18  1,083,605.82   sFT  0.99995890   -1 11 02.9
 JO0569;UTM  12      - 4,209,485.147   286,422.939   MT  1.00016184   -1 29 54.8
 JO0569
 JO0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0569!SPC UT S     -   0.99976035  x   0.99995890  =   0.99971926
 JO0569!UTM  12      -   0.99976035  x   1.00016184  =   0.99992215
 JO0569
 JO0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH8642209485(NAD 83)
 JO0569
 JO0569                          SUPERSEDED SURVEY CONTROL
 JO0569
 JO0569  NAD 83(1986)-  38 00 28.45783(N)    113 25 57.70596(W) AD(       ) 2
 JO0569  NAD 27      -  38 00 28.57000(N)    113 25 54.82800(W) AD(       ) 2
 JO0569  NGVD 29            1548.85   (m)         5081.5    (f) LEVELING    3  
 JO0569
 JO0569.Superseded values are not recommended for survey control.
 JO0569
 JO0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0569.See file dsdata.pdf to determine how the superseded data were derived.
 JO0569
 JO0569_MARKER: P = PIPE CAP
 JO0569_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JO0569_STAMPING: 5092 R LUND
 JO0569_MARK LOGO: USGS
 JO0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0569+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2012
 JO0569
 JO0569  HISTORY     - Date     Condition        Report By
 JO0569  HISTORY     - 1905     MONUMENTED       USGS
 JO0569  HISTORY     - 1938     GOOD             CGS
 JO0569  HISTORY     - 20120229 GOOD             GEOCAC
 JO0569
 JO0569                          STATION DESCRIPTION
 JO0569
 JO0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JO0569'REACHED STA. LUND FROM THE DEPOT AT LUND BY GOING SSW 0.1 MILE TO THE
 JO0569'GRADE CROSSING, CROSS TRACKS AND BEAR RIGHT ON THE TRACK ROAD
 JO0569'TOWARDS THE LOADING PENS FOR 0.18 MILE TO STATION.
 JO0569'
 JO0569'U.S.G.S.BM IS AN IRON PIPE WITH CAP.
 JO0569
 JO0569                          STATION RECOVERY (2012)
 JO0569
 JO0569'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 JO0569'A DOUBLED UP DS. SEE DS FOR 5092 JO0306 FOR A MUCH MORE ACCURATE
 JO0569'STATION DESCRIPTION. THE ORIGINAL ELEVATION-NAME '5092' CAN BE READ
 JO0569'BELOW THE OVER-STAMPED '5081.532'.  THE PIPE IS NOW ENCASED IN A 10 X
 JO0569'10 IN CONCRETE POST WHICH PROTRUDES 1.8 FT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0570 ***********************************************************************
 JO0570  DESIGNATION -  LUND
 JO0570  PID         -  JO0570
 JO0570  STATE/COUNTY-  UT/IRON
 JO0570  COUNTRY     -  US
 JO0570  USGS QUAD   -  LUND (2017)
 JO0570
 JO0570                         *CURRENT SURVEY CONTROL
 JO0570  ______________________________________________________________________
 JO0570* NAD 83(1994) POSITION- 38 00 30.24265(N) 113 26 04.09478(W)   ADJUSTED
 JO0570* NAVD 88 ORTHO HEIGHT -  1549.8   (meters)     5085.    (feet) VERTCON3
 JO0570  ______________________________________________________________________
 JO0570  GEOID HEIGHT    -        -22.332 (meters)                     GEOID18
 JO0570  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 JO0570  HORZ ORDER      -  FIRST
 JO0570
 JO0570.The horizontal coordinates were established by classical geodetic methods
 JO0570.and adjusted by the National Geodetic Survey in November 1997.
 JO0570
 JO0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0570
 JO0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0570.GEOID18 height accuracy estimate available here.
 JO0570
 JO0570.Click photographs - Photos may exist for this station.
 JO0570
 JO0570.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0570
 JO0570. The following values were computed from the NAD 83(1994) position.
 JO0570
 JO0570;                    North         East     Units Scale Factor Converg.
 JO0570;SPC UT S     - 3,150,668.659   330,129.147   MT  0.99995894   -1 11 06.8
 JO0570;SPC UT S     -10,336,818.76  1,083,098.71   sFT  0.99995894   -1 11 06.8
 JO0570;UTM  12      - 4,209,544.092   286,268.663   MT  1.00016265   -1 29 58.8
 JO0570
 JO0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0570!SPC UT S     -   0.99976038  x   0.99995894  =   0.99971933
 JO0570!UTM  12      -   0.99976038  x   1.00016265  =   0.99992299
 JO0570
 JO0570:                Primary Azimuth Mark                     Grid Az
 JO0570:SPC UT S     -  LUND AZ MK                               336 52 24.1
 JO0570:UTM  12      -  LUND AZ MK                               337 11 16.1
 JO0570
 JO0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH8626809544(NAD 83)
 JO0570
 JO0570|---------------------------------------------------------------------|
 JO0570| PID    Reference Object                     Distance      Geod. Az  |
 JO0570|                                                           dddmmss.s |
 JO0570| CM5089 LUND RM 2                            19.994 METERS 10315     |
 JO0570| JO0569 LUND                                165.127 METERS 10925     |
 JO0570| JO0571 LUND GRANITE POST                   116.566 METERS 13620     |
 JO0570| JO0373 Q 8                                 198.574 METERS 15600     |
 JO0570| CM5090 LUND RM 3                            15.435 METERS 19205     |
 JO0570| HO0640 LOS ANGELES SALT LK AWY BN 39       APPROX.40.7 KM 2092210.4 |
 JO0570| CM5088 LUND AZ MK                                         3354117.3 |
 JO0570|---------------------------------------------------------------------|
 JO0570
 JO0570                          SUPERSEDED SURVEY CONTROL
 JO0570
 JO0570  NAD 83(1986)-  38 00 30.23779(N)    113 26 04.08998(W) AD(       ) 1
 JO0570  NAD 27      -  38 00 30.35000(N)    113 26 01.21200(W) AD(       ) 1
 JO0570  NGVD 29 (07/19/86) 1548.7    (m)         5081.     (f) VERT ANG       
 JO0570
 JO0570.Superseded values are not recommended for survey control.
 JO0570
 JO0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0570.See file dsdata.pdf to determine how the superseded data were derived.
 JO0570
 JO0570_MARKER: DS = TRIANGULATION STATION DISK
 JO0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0570_STAMPING: LUND 1925
 JO0570_MARK LOGO: CGS
 JO0570_PROJECTION: RECESSED 10 CENTIMETERS
 JO0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0570+STABILITY: SURFACE MOTION
 JO0570
 JO0570  HISTORY     - Date     Condition        Report By
 JO0570  HISTORY     - 1925     MONUMENTED       CGS
 JO0570  HISTORY     - 1938     GOOD             CGS
 JO0570  HISTORY     - 1953     GOOD             FAS
 JO0570  HISTORY     - 1971     GOOD             USGS
 JO0570
 JO0570                          STATION DESCRIPTION
 JO0570
 JO0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (WM)
 JO0570'AT LUND, ON LEVEL GROUND 190 METERS (623 FEET) NORTHWEST OF
 JO0570'THE UNION PACIFIC DEPOT.  STATION IS MARKED BY A STANDARD
 JO0570'DISK STATION MARK SET IN A CONCRETE MONUMENT 18 INCHES SQUARE
 JO0570'AND 40 INCHES DEEP.  UNDERGROUND STATION MARK IS A STANDARD
 JO0570'DISK STATION MARK SET IN A SMALL CEMENT BLOCK 4 INCHES BELOW
 JO0570'THE BOTTOM OF THE SURFACE MARK.  LUND U.S.B.M. IS 116.575
 JO0570'METERS (382.46 FEET) FROM STATION.
 JO0570'LUND B.M.Q 8 IS 198.573 METERS (651.48 FEET) DISTANT.
 JO0570
 JO0570                          STATION RECOVERY (1938)
 JO0570
 JO0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JO0570'STATION IS ON THE LEVEL GROUND ABOUT 700 FEET WNW OF THE
 JO0570'UNION PACIFIC DEPOT AT LUND.  IT IS ABOUT 600 FEET WSW OF THE
 JO0570'TWO WATER TANKS AND ABOUT 35 YARDS EAST OF THE TRACK ROAD
 JO0570'LEADING TO THE LOADING PENS.  IT LIES JUST ABOUT AT RIGHT
 JO0570'ANGLES TO THE MAIN ENTRANCE IN THE FRONT OF THE DEPOT.  LUND
 JO0570'IS A RAILROAD JUNCTION 30 MILES NW OF CEDAR CITY, UTAH.
 JO0570'
 JO0570'REACHED FROM THE DEPOT AT LUND BY GOING SSW 0.1 MILE TO THE
 JO0570'GRADE CROSSING, CROSS TRACKS AND BEAR RIGHT ON THE TRACK ROAD
 JO0570'TOWARDS THE LOADING PENS FOR 0.18 MILE TO STATION.
 JO0570'
 JO0570'AZIMUTH MARK IS 3 FEET WEST OF THE WESTERN END OF THE LOADING
 JO0570'PENS.  U.S.B.M. IS A SQUARE GRANITE POST WITH A SQUARE HOLE
 JO0570'IN TOP.  U.S.G.S.BM IS AN IRON PIPE WITH CAP.
 JO0570'STATION MARK IS A STANDARD DISK SET IN TOP OF A
 JO0570'CONCRETE POST 18 INCHES IN DIAMETER AND IS IN GOOD CONDITION.
 JO0570'AN OLD REFERENCE MARK WAS ABOUT 30 METERS NORTH OF THE STATION,
 JO0570'BUT HAS BEEN BROKEN OFF FLUSH WITH THE GROUND.  LUND B.M.Q 8
 JO0570'(1925), HAS BEEN DESTROYED, THE WATER TANK WAS MOVED.  AZIMUTH
 JO0570'MARK MENTIONED ABOVE ESTABLISHED IN 1938.
 JO0570
 JO0570                          STATION RECOVERY (1953)
 JO0570
 JO0570'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1953 (GCS)
 JO0570'RECOVERED THE STATION MARK AND REFERENCE MARK 2 IN GOOD CONDITION.
 JO0570'PUBLISHED DESCRIPTION IS ADEQUATE.
 JO0570
 JO0570                          STATION RECOVERY (1971)
 JO0570
 JO0570'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JO0570'INSTRUMENT STAND IS 4.5 FT ABOVE STATION MARK.
 JO0570'
 JO0570'THE STATION MARK AND REFERENCE MARK NO. 2 AND AZIMUTH MARK
 JO0570'ARE IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS NOT FOUND.
 JO0570'REFERENCE MARK NO. 3 WAS SET.
 JO0570'
 JO0570'STATION MARK--STANDARD USC AND GS TABLET STAMPED LUND 1925
 JO0570'CENTERED IN CONC. POST.
 JO0570'
 JO0570'REFERENCE MARK NO. 2--STANDARD USC AND GS TABLET STAMPED
 JO0570'LUND NO 2 1938 CENTERED IN CONC. POST.  NOTE--ON TABLET 1
 JO0570'IS STAMPED OVER 2.
 JO0570'
 JO0570'REFERENCE MARK NO. 3--STANDARD USGS REFERENCE MARK TABLET
 JO0570'STAMPED LUND 1938 NO 3 1971 SET FIRMLY TO TOP OF A COPPER-COATED
 JO0570'ROD INSIDE A PIECE OF SOIL PIPE.
 JO0570'
 JO0570'AZIMUTH MARK--STANDARD AZIMUTH MARK TABLET STAMPED LUND 1938
 JO0570'CENTERED IN CONC. POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0778 ***********************************************************************
 MS0778  DESIGNATION -  LYNN 2
 MS0778  PID         -  MS0778
 MS0778  STATE/COUNTY-  UT/BOX ELDER
 MS0778  COUNTRY     -  US
 MS0778  USGS QUAD   -  BUCK HOLLOW (2017)
 MS0778
 MS0778                         *CURRENT SURVEY CONTROL
 MS0778  ______________________________________________________________________
 MS0778* NAD 83(1994) POSITION- 41 53 36.31677(N) 113 40 26.37614(W)   ADJUSTED
 MS0778* NAVD 88 ORTHO HEIGHT -  2528.2   (meters)     8295.    (feet) VERTCON3
 MS0778  ______________________________________________________________________
 MS0778  GEOID HEIGHT    -        -14.788 (meters)                     GEOID18
 MS0778  LAPLACE CORR    -          7.02  (seconds)                    DEFLEC18
 MS0778  HORZ ORDER      -  SECOND
 MS0778
 MS0778.The horizontal coordinates were established by classical geodetic methods
 MS0778.and adjusted by the National Geodetic Survey in November 1997.
 MS0778
 MS0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0778
 MS0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0778.GEOID18 height accuracy estimate available here.
 MS0778
 MS0778.Click photographs - Photos may exist for this station.
 MS0778
 MS0778.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0778
 MS0778. The following values were computed from the NAD 83(1994) position.
 MS0778
 MS0778;                    North         East     Units Scale Factor Converg.
 MS0778;SPC UT N     - 1,175,512.422   319,598.012   MT  1.00001972   -1 26 00.4
 MS0778;SPC UT N     - 3,856,660.34  1,048,547.81   sFT  1.00001972   -1 26 00.4
 MS0778;UTM  12      - 4,641,400.914   278,168.223   MT  1.00020557   -1 47 10.6
 MS0778
 MS0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0778!SPC UT N     -   0.99960594  x   1.00001972  =   0.99962565
 MS0778!UTM  12      -   0.99960594  x   1.00020557  =   0.99981142
 MS0778
 MS0778:                Primary Azimuth Mark                     Grid Az
 MS0778:SPC UT N     -  DUNN                                     088 16 25.3
 MS0778:UTM  12      -  DUNN                                     088 37 35.5
 MS0778
 MS0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM7816841400(NAD 83)
 MS0778
 MS0778|---------------------------------------------------------------------|
 MS0778| PID    Reference Object                     Distance      Geod. Az  |
 MS0778|                                                           dddmmss.s |
 MS0778| CM5097 LYNN RM 1                             5.282 METERS 06029     |
 MS0778| MS0765 DUNN                                APPROX.23.7 KM 0865024.9 |
 MS0778| CM5098 LYNN RM 2                             4.371 METERS 14221     |
 MS0778| CM5099 LYNN RM 3                             5.282 METERS 29854     |
 MS0778|---------------------------------------------------------------------|
 MS0778
 MS0778                          SUPERSEDED SURVEY CONTROL
 MS0778
 MS0778  NAD 83(1986)-  41 53 36.31117(N)    113 40 26.37164(W) AD(       ) 2
 MS0778  NAD 27      -  41 53 36.60598(N)    113 40 23.34674(W) AD(       ) 2
 MS0778  NGVD 29 (07/19/86) 2527.0    (m)         8291.     (f) VERT ANG       
 MS0778
 MS0778.Superseded values are not recommended for survey control.
 MS0778
 MS0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0778.See file dsdata.pdf to determine how the superseded data were derived.
 MS0778
 MS0778_MARKER: DS = TRIANGULATION STATION DISK
 MS0778_SETTING: 66 = SET IN ROCK OUTCROP
 MS0778_STAMPING: LYNN 2 1957
 MS0778_MARK LOGO: USGS
 MS0778_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0778+STABILITY: POSITION/ELEVATION WELL
 MS0778
 MS0778  HISTORY     - Date     Condition        Report By
 MS0778  HISTORY     - 1957     MONUMENTED       USGS
 MS0778  HISTORY     - 1968     GOOD             USGS
 MS0778
 MS0778                          STATION DESCRIPTION
 MS0778
 MS0778'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 MS0778'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 41113-4,
 MS0778'STATION 1005.
 MS0778'LOCATED ABOUT 18 MI. NW. BY W. OF PARK VALLEY, ABOUT 17 MI. NE. OF
 MS0778'GROUSE CREEK, ABOUT 4.3 MI. N. OF DOVE PASS, ABOUT 3.5 MI. E. OF LYNN,
 MS0778'ON THE N. END OF A N-S. RIDGE.
 MS0778'TO REACH FROM OAKLEY, GO E. 1.0 MI. FROM THE CENTER OF TOWN TO A
 MS0778'GRAVEL RD. TO THE RIGHT, TURN RIGHT AND GO 24 MI. TO THE S. ALONG
 MS0778'BIRCH CREEK TOWARD LYNN TO A T-JUNCTION AND A SIGN --OAKLEY 25 MI.,
 MS0778'LYNN 4 MI.--, TURN LEFT AND GO NE. FOR 0.8 MI. TO A RD. TO THE RIGHT
 MS0778'AT THE TOP OF A HILL AND A SIGN --LYNN CANYON 2 MILES--, TURN RIGHT
 MS0778'AND GO 1.1 MI. TO A RD. FORK JUST PAST A NATIONAL FOREST GATE, TURN
 MS0778'LEFT AND GO 1.1 MI. TO A CROSSROAD AND A GATE, CONTINUE STRAIGHT AHEAD
 MS0778'(E.) FOR 0.4 MI. TO LYNN SPRINGS, TURN LEFT AT LYNN SPRINGS AND FOLLOW
 MS0778'THE TRACK RD. FOR 0.2 MI. TO A RD. FORK IN A SADDLE, TAKE RIGHT FORK
 MS0778'AND CONTINUE UP THE RIDGE ON A TRACK RD. FOR 0.6 MI. TO A BEND IN THE
 MS0778'RD., LEAVE RD. HERE (4-WHEEL DRIVE) AND CONTINUE STRAIGHT AHEAD UP THE
 MS0778'RIDGE FOR ABOUT 0.4 MI. TO A POINT ABOUT 400 FT. N. OF A ROCKY TOP,
 MS0778'CONTINUE IN AN EASTERLY DIRECTION TO WORK AROUND THE E. SIDE OF THE
 MS0778'ROCKY TOP AND REACH THE SADDLE ON A N-S. RIDGE, CONTINUE FROM THE
 MS0778'SADDLE FOR ABOUT 1.0 MI. S. ON THE RIDGE TO A BROAD TOP AND THE
 MS0778'STATION SITE.
 MS0778'STATION MARK--A STANDARD USGS TRIANGULATION TABLET STAMPED---LYNN
 MS0778'2---, CEMENTED IN THE ROCK OUTCROP IN THE APPROXIMATE POSITION OF
 MS0778'--USGS LYNN--.
 MS0778'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER CEMENTED IN THE ROCK
 MS0778'OUTCROP.
 MS0778'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 MS0778'---NO 2 1957---, CEMENTED IN THE ROCK OUTCROP 2 FT. BELOW THE STATION
 MS0778'MARK.
 MS0778'REFERENCE MARK NO. 3--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 MS0778'---NO 3 1968---, CEMENTED IN THE ROCK OUTCROP 3 FT. BELOW THE STATION
 MS0778'MARK.
 MS0778
 MS0778                          STATION RECOVERY (1968)
 MS0778
 MS0778'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (FLA)
 MS0778'NO TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0398 ***********************************************************************
 KO0398  DESIGNATION -  LYNNDYL
 KO0398  PID         -  KO0398
 KO0398  STATE/COUNTY-  UT/MILLARD
 KO0398  COUNTRY     -  US
 KO0398  USGS QUAD   -  LYNNDYL WEST (2017)
 KO0398
 KO0398                         *CURRENT SURVEY CONTROL
 KO0398  ______________________________________________________________________
 KO0398* NAD 83(1994) POSITION- 39 31 12.37893(N) 112 23 04.33833(W)   ADJUSTED
 KO0398* NAVD 88 ORTHO HEIGHT -  1459.2   (meters)     4787.    (feet) VERTCON3
 KO0398  ______________________________________________________________________
 KO0398  GEOID HEIGHT    -        -18.616 (meters)                     GEOID18
 KO0398  LAPLACE CORR    -          5.50  (seconds)                    DEFLEC18
 KO0398  HORZ ORDER      -  FIRST
 KO0398
 KO0398.The horizontal coordinates were established by classical geodetic methods
 KO0398.and adjusted by the National Geodetic Survey in November 1997.
 KO0398
 KO0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0398
 KO0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0398.GEOID18 height accuracy estimate available here.
 KO0398
 KO0398.Click photographs - Photos may exist for this station.
 KO0398
 KO0398.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0398
 KO0398. The following values were computed from the NAD 83(1994) position.
 KO0398
 KO0398;                    North         East     Units Scale Factor Converg.
 KO0398;SPC UT C     - 2,132,129.864   423,947.543   MT  0.99991384   -0 33 59.8
 KO0398;SPC UT C     - 6,995,162.73  1,390,901.23   sFT  0.99991384   -0 33 59.8
 KO0398;UTM  12      - 4,375,410.919   380,990.827   MT  0.99977438   -0 52 52.2
 KO0398
 KO0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0398!SPC UT C     -   0.99977404  x   0.99991384  =   0.99968790
 KO0398!UTM  12      -   0.99977404  x   0.99977438  =   0.99954847
 KO0398
 KO0398:                Primary Azimuth Mark                     Grid Az
 KO0398:SPC UT C     -  LYNNDYL AZ MK                            093 56 46.8
 KO0398:UTM  12      -  LYNNDYL AZ MK                            094 15 39.2
 KO0398
 KO0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ8099075410(NAD 83)
 KO0398
 KO0398|---------------------------------------------------------------------|
 KO0398| PID    Reference Object                     Distance      Geod. Az  |
 KO0398|                                                           dddmmss.s |
 KO0398| CM5101 LYNNDYL RM 1                         19.133 METERS 04644     |
 KO0398| KO0003 LYNNDYL AZ MK                                      0932247.0 |
 KO0398| CM5103 LYNNDYL RM 3                         10.222 METERS 17757     |
 KO0398| CM5102 LYNNDYL RM 2                          9.561 METERS 27534     |
 KO0398|---------------------------------------------------------------------|
 KO0398
 KO0398                          SUPERSEDED SURVEY CONTROL
 KO0398
 KO0398  NAD 83(1986)-  39 31 12.36885(N)    112 23 04.32991(W) AD(       ) 1
 KO0398  NAD 27      -  39 31 12.54010(N)    112 23 01.53196(W) AD(       ) 1
 KO0398  NGVD 29 (07/19/86) 1458.1    (m)         4784.     (f) VERT ANG       
 KO0398
 KO0398.Superseded values are not recommended for survey control.
 KO0398
 KO0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0398.See file dsdata.pdf to determine how the superseded data were derived.
 KO0398
 KO0398_MARKER: DS = TRIANGULATION STATION DISK
 KO0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0398_STAMPING: LYNNDYL 1947
 KO0398_MARK LOGO: CGS
 KO0398_PROJECTION: FLUSH
 KO0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0398+STABILITY: SURFACE MOTION
 KO0398
 KO0398  HISTORY     - Date     Condition        Report By
 KO0398  HISTORY     - 1947     MONUMENTED       CGS
 KO0398  HISTORY     - 1953     GOOD             CGS
 KO0398  HISTORY     - 1961     GOOD             USGS
 KO0398  HISTORY     - 1965     GOOD             CGS
 KO0398  HISTORY     - 1965     GOOD             USGS
 KO0398
 KO0398                          STATION DESCRIPTION
 KO0398
 KO0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KO0398'THE STATION IS LOCATED 0.25 MILE WEST OF LYNNDYL AT THE EDGE OF
 KO0398'AN EMERGENCY LANDING FIELD NEAR THE AIRWAY BEACON.  THE STATION
 KO0398'MARK IS A BRONZE DISK, SET FLUSH 60 FEET SOUTH OF A DIRT ROAD
 KO0398'AND 31 FEET EAST OF THE CENTER OF THE AIRWAY BEACON.  IT IS
 KO0398'STAMPED, LYNNDYL 1947.
 KO0398'
 KO0398'REFERENCE MARK NO. 1 IS A BRONZE DISK, PROJECTS 4 INCHES, SET
 KO0398'36 FEET SOUTH OF A DIRT ROAD, IS SAME ELEVATION AS THE STATION
 KO0398'MARK AND IS STAMPED, LYNNDYL NO 1 1947.
 KO0398'
 KO0398'REFERENCE MARK NO. 2 IS A BRONZE DISK, PROJECTS 4 INCHES, SET
 KO0398'DIRECTLY UNDER THE CENTER OF THE AIRWAY BEACON.  IT IS 1 FOOT
 KO0398'LOWER THAN THE STATION MARK AND IS STAMPED, LYNNDYL NO 2 1947.
 KO0398'
 KO0398'THE AZIMUTH MARK IS A BRONZE DISK SET IN THE SOUTHWEST BLOCK OF
 KO0398'CONCRETE THAT SUPPORTS A METAL SIGNAL OVER THE RAILROAD TRACKS
 KO0398'0.1 MILE SOUTH OF THE DEPOT.  IT PROJECTS 14 INCHES AND IS
 KO0398'STAMPED, LYNNDYL 1947.
 KO0398
 KO0398                          STATION RECOVERY (1953)
 KO0398
 KO0398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCS)
 KO0398'STATION AND R.M. 2 RECOVERED IN GOOD CONDITION.
 KO0398'
 KO0398'R.M. 1 HAS BEEN DESTROYED-FOUND MONUMENT LAYING ON GROUND.
 KO0398'
 KO0398'AIRWAY BEACON REFERED TO IN DESCRIPTION, HAS BEEN REMOVED,
 KO0398'ONLY FOUNDATION REMAINS.
 KO0398'
 KO0398'STATION IS 120 FEET SOUTH OF A FENCE CORNER.
 KO0398
 KO0398                          STATION RECOVERY (1961)
 KO0398
 KO0398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KO0398'STATION MARK AND REFERENCE MARK NO. 2 FOUND IN
 KO0398'GOOD CONDITION EXCEPT AS FOLLOWS
 KO0398'
 KO0398'REFERENCE MARK NO. 1 FALLS IN A CULTIVATED AREA AND WAS NOT RECOVERED.
 KO0398'STATION MARK IS NOW INSIDE A FENCED FIELD AND IS APPROXIMATELY 120 FT.
 KO0398'S. OF THE NW. CORNER OF FIELD, 3.5 FT. E. OF A N-S. FENCE ON THE BANKS
 KO0398'OF AN IRRIGATION DITCH, AND IS APPROXIMATELY 1 FT. BELOW SURFACE.
 KO0398
 KO0398                          STATION RECOVERY (1965)
 KO0398
 KO0398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 KO0398'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 2 WERE
 KO0398'RECOVERED AS DESCRIBED IN THE 1947 DESCRIPTION AND ALL MARKS WERE
 KO0398'FOUND TO BE IN GOOD CONDITION, REFERENCE MARK 1 WAS SEARCHED
 KO0398'FOR BUT NOT RECOVERED, REFERENCE MARK 3 WAS ESTABLISHED AT THIS
 KO0398'TIME.  THE DISTANCE AND DIRECTION TO THE AZIMUTH MARK AND
 KO0398'REFERENCE MARK NO. 2 WERE CHECKED AND FOUND TO BE CORRECT.
 KO0398'
 KO0398'DUE TO CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION FOLLOWS.
 KO0398'
 KO0398'STATION IS LOCATED ABOUT 1/2 MILE WEST OF LYNNDYL, U.S. HIGHWAY
 KO0398'6 AND 50 AND IS AT THE EAST EDGE OF AN OLD ABANDONED EMERGENCY
 KO0398'LANDING STRIP.
 KO0398'
 KO0398'TO REACH THE STATION FROM THE RAILROAD CROSSING IN LYNNDYL,
 KO0398'(AZIMUTH MARK IS 132 FEET NORTH OF THIS POINT) GO WEST ON GRAVEL
 KO0398'ROAD FOR 0.15 MILE TO A CATTLE GUARD, CROSS CATTLE GUARD,
 KO0398'CONTINUE WEST FOR 0.1 MILE TO RANCH BUILDINGS AND CORRAL, TURN
 KO0398'RIGHT, GO NORTH ALONG EAST SIDE OF CORRAL FOR 0.1 MILE TO FENCE
 KO0398'CORNER AND GATE, TURN LEFT, PASSING THROUGH GATE AND GO WEST
 KO0398'ALONG SOUTH SIDE OF FENCE FOR 0.15 MILE TO A FENCE CORNER AND
 KO0398'THE STATION ON LEFT AS DESCRIBED.
 KO0398'
 KO0398'STATION MARK A STANDARD TRIANGULATION STATION DISK SET IN TOP
 KO0398'OF SQUARE CONCRETE POST WHICH IS ABOUT ONE FOOT BELOW THE
 KO0398'DRIFTED SAND IN FENCE LINE AND THE DISK IS STAMPED LYNNDYL
 KO0398'1947.  IT IS 125 FEET SOUTH OF FENCE CORNER, 35 FEET NORTH OF
 KO0398'A POWER LINE POLE, 5.3 FEET EAST OF FENCE LINE AND 3.5 FEET
 KO0398'NORTH-NORTHEAST OF WITNESS POST.
 KO0398'
 KO0398'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A
 KO0398'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE
 KO0398'GROUND AND IS STAMPED LYNNDYL NO 2 1947.  IT IS 29.0 FEET
 KO0398'WEST-NORTHWEST OF WITNESS POST AND 28.5 FEET WEST OF THE FENCE
 KO0398'LINE.
 KO0398'
 KO0398'REFERENCE MARK 3, A STANDARD REFERENCE DISK SET IN TOP OF ROUND
 KO0398'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 KO0398'AND IS STAMPED LYNNDYL NO 3 1947.  IT IS 30.0 FEET
 KO0398'SOUTH-SOUTHEAST OF WITNESS POST, 5 FEET EAST OF FENCE AND 1.5
 KO0398'FEET NORTH OF A POWER LINE POLE.
 KO0398'
 KO0398'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN DRILL HOLE IN TOP
 KO0398'OF 2-1/2 BY 2 FOOT CONCRETE BLOCK WHICH WAS FORMALLY USED TO
 KO0398'SUPPORT A RAILROAD SIGNAL LIGHT, THE DISK IS STAMPED LYNNDYL
 KO0398'1947.  IT IS 132 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER
 KO0398'OF RAILROAD CROSSING, 72 FEET SOUTH-SOUTHWEST OF A RAILROAD
 KO0398'SIGNAL POST AND IS SET BETWEEN A SET OF FOUR TRACKS.
 KO0398'
 KO0398'THE DISTANCE FROM REFERENCE MARK 2 AND REFERENCE MARK 3 IS
 KO0398'48.86 FEET OR 14.894 METERS.
 KO0398'
 KO0398'A LEVEL TIE WAS MADE TO BENCH MARK Z 3.
 KO0398'
 KO0398'HEIGHT OF LIGHT ABOVE STATION MARK 5.15 FEET.
 KO0398'
 KO0398'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE
 KO0398'WEST OF LYNNDYL
 KO0398
 KO0398                          STATION RECOVERY (1965)
 KO0398
 KO0398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KO0398'RECOVERED IN GOOD CONDITION -- ADDITIONAL TO REACH
 KO0398'DESCRIPTION AS FOLLOWS
 KO0398'
 KO0398'TO REACH FROM GENERAL STORE IN LYNNDYL, GO W. 0.1 MI. TO FORKS ON W.
 KO0398'SIDE OF RAILROAD TRACKS, TAKE LEFT FORK 0.25 MI. TO FORKS IN RANCH
 KO0398'YARD, TURN RIGHT (N.) 0.15 MI. TO GATE, PASS THRU GATE AND FOLLOW
 KO0398'TRACK RD. ALONG E-W. FENCE 0.1 MI. TO FENCE CORNER AND STATION SITE
 KO0398'120 FT. TO S.
 KO0398'
 KO0398'STATION MARK--STANDARD DISK, STAMPED ---LYNNDYL 1947---.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0003 ***********************************************************************
 KO0003  DESIGNATION -  LYNNDYL AZ MK
 KO0003  PID         -  KO0003
 KO0003  STATE/COUNTY-  UT/MILLARD
 KO0003  COUNTRY     -  US
 KO0003  USGS QUAD   -  LYNNDYL WEST (2017)
 KO0003
 KO0003                         *CURRENT SURVEY CONTROL
 KO0003  ______________________________________________________________________
 KO0003* NAD 83(1986) POSITION- 39 31 11.     (N) 112 22 41.     (W)   SCALED
 KO0003* NAVD 88 ORTHO HEIGHT -  1459.950 (meters)     4789.85  (feet) ADJUSTED
 KO0003  ______________________________________________________________________
 KO0003  GEOID HEIGHT    -        -18.598 (meters)                     GEOID18
 KO0003  DYNAMIC HEIGHT  -       1458.631 (meters)     4785.53  (feet) COMP
 KO0003  MODELED GRAVITY -    979,672.5   (mgal)                       NAVD 88
 KO0003
 KO0003  VERT ORDER      -  FIRST     CLASS I
 KO0003
 KO0003.The horizontal coordinates were scaled from a map and have
 KO0003.an estimated accuracy of +/- 6 seconds.
 KO0003
 KO0003.The orthometric height was determined by differential leveling and
 KO0003.adjusted by the NATIONAL GEODETIC SURVEY
 KO0003.in June 1991.
 KO0003
 KO0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0003.GEOID18 height accuracy estimate available here.
 KO0003
 KO0003.Click photographs - Photos may exist for this station.
 KO0003
 KO0003.The dynamic height is computed by dividing the NAVD 88
 KO0003.geopotential number by the normal gravity value computed on the
 KO0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0003.degrees latitude (g = 980.6199 gals.).
 KO0003
 KO0003.The modeled gravity was interpolated from observed gravity values.
 KO0003
 KO0003;                    North         East    Units  Estimated Accuracy
 KO0003;SPC UT C     - 2,132,080.      424,510.      MT  (+/- 180 meters Scaled)
 KO0003
 KO0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ815753(NAD 83)
 KO0003
 KO0003                          SUPERSEDED SURVEY CONTROL
 KO0003
 KO0003  NGVD 29 (??/??/92) 1458.85   (m)         4786.2    (f) COMPUTED    1 1
 KO0003
 KO0003.Superseded values are not recommended for survey control.
 KO0003
 KO0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0003.See file dsdata.pdf to determine how the superseded data were derived.
 KO0003
 KO0003_MARKER: DZ = AZIMUTH MARK DISK
 KO0003_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KO0003+WITH SETTING: PAVEMENT
 KO0003_SP_SET: RAILROAD SIGNAL BASE
 KO0003_STAMPING: LYNNDYL 1947
 KO0003_MARK LOGO: CGS
 KO0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0003+STABILITY: SURFACE MOTION
 KO0003
 KO0003  HISTORY     - Date     Condition        Report By
 KO0003  HISTORY     - 1947     MONUMENTED       CGS
 KO0003  HISTORY     - 1970     GOOD             NGS
 KO0003
 KO0003                          STATION DESCRIPTION
 KO0003
 KO0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0003'IN LYNNDYL.
 KO0003'AT LYNNDYL, 0.15 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 KO0003'THE SIDING SIGN, 2 POLES SOUTHWEST AND ACROSS THE TRACK FROM MILEPOLE
 KO0003'665.75, 132 1/2 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF A
 KO0003'GRAVELED ROAD, IN THE TOP AND ALONG THE SOUTHWEST SIDE OF A 2 1/2 BY
 KO0003'2-FOOT CONCRETE BASE OF A FORMER RAILROAD SIGNAL, 6.5 FEET NORTHWEST
 KO0003'OF THE NORTHWEST RAIL OF THE MAIN TRACK, 8.1 FEET SOUTHEAST OF THE
 KO0003'SOUTHEAST RAIL OF A SIDE TRACK, 71.6 FEET SOUTHWEST OF SIGNAL A, AND
 KO0003'ABOUT 1 FOOT HIGHER THAN THE TRACK.  SECTION 14, T15S, R5W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0305 ***********************************************************************
 MR0305  DESIGNATION -  M
 MR0305  PID         -  MR0305
 MR0305  STATE/COUNTY-  UT/SUMMIT
 MR0305  COUNTRY     -  US
 MR0305  USGS QUAD   -  CASTLE ROCK (2017)
 MR0305
 MR0305                         *CURRENT SURVEY CONTROL
 MR0305  ______________________________________________________________________
 MR0305* NAD 83(1986) POSITION- 41 06 47.2    (N) 111 12 07.9    (W)   HD_HELD2
 MR0305* NAVD 88 ORTHO HEIGHT -  1901.026 (meters)     6236.95  (feet) ADJUSTED
 MR0305  ______________________________________________________________________
 MR0305  GEOID HEIGHT    -        -15.501 (meters)                     GEOID18
 MR0305  DYNAMIC HEIGHT  -       1899.289 (meters)     6231.25  (feet) COMP
 MR0305  MODELED GRAVITY -    979,643.4   (mgal)                       NAVD 88
 MR0305
 MR0305  VERT ORDER      -  FIRST     CLASS II
 MR0305
 MR0305.The horizontal coordinates were established by autonomous hand held GPS
 MR0305.observations and have an estimated accuracy of +/- 10 meters.
 MR0305
 MR0305.The orthometric height was determined by differential leveling and
 MR0305.adjusted by the NATIONAL GEODETIC SURVEY
 MR0305.in June 1991.
 MR0305
 MR0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0305.GEOID18 height accuracy estimate available here.
 MR0305
 MR0305.Click photographs - Photos may exist for this station.
 MR0305
 MR0305.The dynamic height is computed by dividing the NAVD 88
 MR0305.geopotential number by the normal gravity value computed on the
 MR0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0305.degrees latitude (g = 980.6199 gals.).
 MR0305
 MR0305.The modeled gravity was interpolated from observed gravity values.
 MR0305
 MR0305;                    North         East    Units  Estimated Accuracy
 MR0305;SPC UT N     - 1,086,637.      525,012.      MT  (+/- 10 meters HH2 GPS)
 MR0305
 MR0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL8302451333(NAD 83)
 MR0305
 MR0305                          SUPERSEDED SURVEY CONTROL
 MR0305
 MR0305  NGVD 29 (??/??/92) 1899.645  (m)         6232.42   (f) SUPERSEDED  1 2
 MR0305  NGVD 29 (06/08/92) 1899.763  (m)         6232.81   (f) ADJUSTED    1 2
 MR0305
 MR0305.Superseded values are not recommended for survey control.
 MR0305
 MR0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0305.See file dsdata.pdf to determine how the superseded data were derived.
 MR0305
 MR0305_MARKER: Z = SEE DESCRIPTION
 MR0305_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MR0305_STAMPING: U.S.B.M.
 MR0305_MARK LOGO: BOM
 MR0305_PROJECTION: PROJECTING 13 CENTIMETERS
 MR0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0305+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2011
 MR0305
 MR0305  HISTORY     - Date     Condition        Report By
 MR0305  HISTORY     - 1903     MONUMENTED       CGS
 MR0305  HISTORY     - 19030620 GOOD             CGS
 MR0305  HISTORY     - 1958     GOOD             CGS
 MR0305  HISTORY     - 1983     GOOD             NGS
 MR0305  HISTORY     - 20111003 GOOD             GEOCAC
 MR0305
 MR0305                          STATION DESCRIPTION
 MR0305
 MR0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (RLL)
 MR0305'THE STATION IS LOCATED ABOUT 10.5 MI (16.8 KM) NORTH OF UPTON, 7.6 MI
 MR0305'(12.2 KM) SOUTHWEST OF WAHSATCH AND IN THE TOWN OF CASTLE ROCK, UT.
 MR0305
 MR0305                          STATION RECOVERY (1958)
 MR0305
 MR0305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 MR0305'8.9 MI SW FROM WAHSATCH.
 MR0305'ABOUT 8.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0305'STATION AT WAHSATCH, ABOUT 0.5 MILE SOUTHWEST OF MILEPOST 936, 12
 MR0305'RAILS NORTHEAST OF THE CASTLE ROCK STATION SIGN, 131 FEET NORTHWEST OF
 MR0305'THE NORTHWEST RAIL OF THE SOUTHEAST SET OF MAIN TRACKS, 74 FEET
 MR0305'NORTHWEST OF A TELEPHONE POLE, 43 FEET NORTHWEST OF THE CENTER LINE OF
 MR0305'OLD U. S. HIGHWAY 30S, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT
 MR0305'LEVEL WITH THE OLD HIGHWAY AND TRACKS, IN THE TOP OF A SANDSTONE POST
 MR0305'SURROUNDED BY THE LETTERS U.S.B.M. AND PROJECTING 5 INCHES.
 MR0305
 MR0305                          STATION RECOVERY (1983)
 MR0305
 MR0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0305'RECOVERED IN GOOD CONDITION.
 MR0305
 MR0305                          STATION RECOVERY (2011)
 MR0305
 MR0305'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 MR0305'METAL TAG IS MISSING FROM THE T POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0295 ***********************************************************************
 LN0295  DESIGNATION -  M 1
 LN0295  PID         -  LN0295
 LN0295  STATE/COUNTY-  UT/UINTAH
 LN0295  COUNTRY     -  US
 LN0295  USGS QUAD   -  VERNAL NE (2017)
 LN0295
 LN0295                         *CURRENT SURVEY CONTROL
 LN0295  ______________________________________________________________________
 LN0295* NAD 83(1986) POSITION- 40 26 01.     (N) 109 33 23.     (W)   SCALED
 LN0295* NAVD 88 ORTHO HEIGHT -  1662.332 (meters)     5453.83  (feet) ADJUSTED
 LN0295  ______________________________________________________________________
 LN0295  GEOID HEIGHT    -        -16.911 (meters)                     GEOID18
 LN0295  DYNAMIC HEIGHT  -       1660.776 (meters)     5448.73  (feet) COMP
 LN0295  MODELED GRAVITY -    979,631.4   (mgal)                       NAVD 88
 LN0295
 LN0295  VERT ORDER      -  FIRST     CLASS II
 LN0295
 LN0295.The horizontal coordinates were scaled from a map and have
 LN0295.an estimated accuracy of +/- 6 seconds.
 LN0295
 LN0295.The orthometric height was determined by differential leveling and
 LN0295.adjusted by the NATIONAL GEODETIC SURVEY
 LN0295.in June 1991.
 LN0295
 LN0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0295.GEOID18 height accuracy estimate available here.
 LN0295
 LN0295.Click photographs - Photos may exist for this station.
 LN0295
 LN0295.The dynamic height is computed by dividing the NAVD 88
 LN0295.geopotential number by the normal gravity value computed on the
 LN0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0295.degrees latitude (g = 980.6199 gals.).
 LN0295
 LN0295.The modeled gravity was interpolated from observed gravity values.
 LN0295
 LN0295;                    North         East    Units  Estimated Accuracy
 LN0295;SPC UT C     - 2,234,970.      664,900.      MT  (+/- 180 meters Scaled)
 LN0295
 LN0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK224768(NAD 83)
 LN0295
 LN0295                          SUPERSEDED SURVEY CONTROL
 LN0295
 LN0295  NGVD 29 (??/??/92) 1661.054  (m)         5449.64   (f) ADJ UNCH    1 2
 LN0295
 LN0295.Superseded values are not recommended for survey control.
 LN0295
 LN0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0295.See file dsdata.pdf to determine how the superseded data were derived.
 LN0295
 LN0295_MARKER: DD = SURVEY DISK
 LN0295_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LN0295_SP_SET: CULVERT HEADWALL
 LN0295_STAMPING: M-1 1934
 LN0295_MARK LOGO: USGS
 LN0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0295+STABILITY: SURFACE MOTION
 LN0295
 LN0295  HISTORY     - Date     Condition        Report By
 LN0295  HISTORY     - 1934     MONUMENTED       USGS
 LN0295  HISTORY     - 1967     GOOD             CGS
 LN0295  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0295
 LN0295                          STATION DESCRIPTION
 LN0295
 LN0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LN0295'3.3 MI SW FROM VERNAL.
 LN0295'3.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM VERNAL, UINTAH COUNTY,
 LN0295'17 FEET NORTH OF A POINT 30 FEET EAST OF A ROAD CROSSING, AT A LARGE
 LN0295'MASONRY CULVERT WITH CONCRETE DRAINS, AND IN THE TOP OF THE WEST END
 LN0295'OF THE NORTH HEAD WALL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LN0295'DISK, STAMPED M 1 1934.
 LN0295
 LN0295                          STATION RECOVERY (1984)
 LN0295
 LN0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0295'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0479 ***********************************************************************
 JO0479  DESIGNATION -  M 1
 JO0479  PID         -  JO0479
 JO0479  STATE/COUNTY-  UT/SEVIER
 JO0479  COUNTRY     -  US
 JO0479  USGS QUAD   -  MARYSVALE CANYON (2017)
 JO0479
 JO0479                         *CURRENT SURVEY CONTROL
 JO0479  ______________________________________________________________________
 JO0479* NAD 83(1994) POSITION- 38 36 27.93946(N) 112 22 13.77975(W)   ADJUSTED
 JO0479* NAVD 88 ORTHO HEIGHT -  2441.3   (meters)     8009.    (feet) VERTCON3
 JO0479  ______________________________________________________________________
 JO0479  GEOID HEIGHT    -        -19.060 (meters)                     GEOID18
 JO0479  LAPLACE CORR    -          3.85  (seconds)                    DEFLEC18
 JO0479  HORZ ORDER      -  THIRD
 JO0479
 JO0479.The horizontal coordinates were established by classical geodetic methods
 JO0479.and adjusted by the National Geodetic Survey in November 1997.
 JO0479
 JO0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0479
 JO0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0479.GEOID18 height accuracy estimate available here.
 JO0479
 JO0479.Click photographs - Photos may exist for this station.
 JO0479
 JO0479.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0479
 JO0479. The following values were computed from the NAD 83(1994) position.
 JO0479
 JO0479;                    North         East     Units Scale Factor Converg.
 JO0479;SPC UT C     - 2,030,837.449   424,169.285   MT  1.00012595   -0 33 27.4
 JO0479;SPC UT C     - 6,662,839.20  1,391,628.73   sFT  1.00012595   -0 33 27.4
 JO0479;SPC UT S     - 3,215,794.744   424,174.594   MT  1.00005460   -0 32 00.0
 JO0479;SPC UT S     -10,550,486.59  1,391,646.15   sFT  1.00005460   -0 32 00.0
 JO0479;UTM  12      - 4,274,141.475   380,671.520   MT  0.99977535   -0 51 19.0
 JO0479
 JO0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0479!SPC UT C     -   0.99962009  x   1.00012595  =   0.99974599
 JO0479!SPC UT S     -   0.99962009  x   1.00005460  =   0.99967467
 JO0479!UTM  12      -   0.99962009  x   0.99977535  =   0.99939553
 JO0479
 JO0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH8067174141(NAD 83)
 JO0479
 JO0479                          SUPERSEDED SURVEY CONTROL
 JO0479
 JO0479  NAD 83(1986)-  38 36 27.93434(N)    112 22 13.77538(W) AD(       ) 3
 JO0479  NAD 27      -  38 36 28.00000(N)    112 22 11.05000(W) AD(       ) 3
 JO0479  USSD        -  38 36 28.76000(N)    112 22 11.78000(W) AD(       ) 3
 JO0479  NGVD 29 (07/19/86) 2440.0    (m)         8005.     (f) VERT ANG       
 JO0479
 JO0479.Superseded values are not recommended for survey control.
 JO0479
 JO0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0479.See file dsdata.pdf to determine how the superseded data were derived.
 JO0479
 JO0479_MARKER: B = BOLT
 JO0479_SETTING: 66 = SET IN ROCK OUTCROP
 JO0479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0479+STABILITY: POSITION/ELEVATION WELL
 JO0479
 JO0479  HISTORY     - Date     Condition        Report By
 JO0479  HISTORY     - 1919     MONUMENTED       USFS
 JO0479  HISTORY     - 1953     GOOD             CGS
 JO0479
 JO0479                          STATION DESCRIPTION
 JO0479
 JO0479'DESCRIBED BY US FOREST SERVICE 1919 (GDC)
 JO0479'ABOUT 1 MILE EAST OF POLE CREEK AND 1-1/2 MILES NORTH OF
 JO0479'CLEAR CREEK, ON A RIDGE (NOT PROMINENT) COVERED WITH JUNIPER
 JO0479'AND MAHOGANY ABOUT 250 YARDS TO THE SOUTH.  THERE IS A HIGH BARE
 JO0479'POINT ABOUT 1-1/2 MILES TO THE NORTHEAST.  STATION MARK IS
 JO0479'A BOLT CEMENTED IN THE ROCK AND SURMOUNTED BY A POLE SIGNAL.
 JO0479'BELKNAP BEARS S. 9 DEG W. AND MONROE 2 N. 85 DEG E. FROM THE
 JO0479'STATION.
 JO0479
 JO0479                          STATION RECOVERY (1953)
 JO0479
 JO0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCS)
 JO0479'PUBLISHED DESCRIPTION IS CORRECT.  STATION MARK IS A BOLT SET
 JO0479'IN ROCK FLUSH WITH GROUND, LOCATED 0.7 MILES SOUTH OF A
 JO0479'RESERVOIR AND 6.45 MILES SOUTHEAST OF ROCKWOOD RANGER STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0280 ***********************************************************************
 MS0280  DESIGNATION -  M 10
 MS0280  PID         -  MS0280
 MS0280  STATE/COUNTY-  UT/BOX ELDER
 MS0280  COUNTRY     -  US
 MS0280  USGS QUAD   -  PEPLIN FLATS (2017)
 MS0280
 MS0280                         *CURRENT SURVEY CONTROL
 MS0280  ______________________________________________________________________
 MS0280* NAD 83(1986) POSITION- 41 38 58.     (N) 113 11 17.     (W)   SCALED
 MS0280* NAVD 88 ORTHO HEIGHT -  1385.184 (meters)     4544.56  (feet) ADJUSTED
 MS0280  ______________________________________________________________________
 MS0280  GEOID HEIGHT    -        -15.815 (meters)                     GEOID18
 MS0280  DYNAMIC HEIGHT  -       1384.246 (meters)     4541.48  (feet) COMP
 MS0280  MODELED GRAVITY -    979,897.0   (mgal)                       NAVD 88
 MS0280
 MS0280  VERT ORDER      -  FIRST     CLASS II
 MS0280
 MS0280.The horizontal coordinates were scaled from a map and have
 MS0280.an estimated accuracy of +/- 6 seconds.
 MS0280
 MS0280.The orthometric height was determined by differential leveling and
 MS0280.adjusted by the NATIONAL GEODETIC SURVEY
 MS0280.in June 1991.
 MS0280
 MS0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0280.GEOID18 height accuracy estimate available here.
 MS0280
 MS0280.Click photographs - Photos may exist for this station.
 MS0280
 MS0280.The dynamic height is computed by dividing the NAVD 88
 MS0280.geopotential number by the normal gravity value computed on the
 MS0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0280.degrees latitude (g = 980.6199 gals.).
 MS0280
 MS0280.The modeled gravity was interpolated from observed gravity values.
 MS0280
 MS0280;                    North         East    Units  Estimated Accuracy
 MS0280;SPC UT N     - 1,147,520.      359,390.      MT  (+/- 180 meters Scaled)
 MS0280
 MS0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM177131(NAD 83)
 MS0280
 MS0280                          SUPERSEDED SURVEY CONTROL
 MS0280
 MS0280  NGVD 29 (??/??/92) 1384.166  (m)         4541.22   (f) ADJ UNCH    1 2
 MS0280
 MS0280.Superseded values are not recommended for survey control.
 MS0280
 MS0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0280.See file dsdata.pdf to determine how the superseded data were derived.
 MS0280
 MS0280_MARKER: DB = BENCH MARK DISK
 MS0280_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MS0280_SP_SET: BUILDING WALL
 MS0280_STAMPING: M 10 1911 ELEV. 4541.218 FT.
 MS0280_MARK LOGO: CGS
 MS0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0280+STABILITY: SURFACE MOTION
 MS0280
 MS0280  HISTORY     - Date     Condition        Report By
 MS0280  HISTORY     - 1911     MONUMENTED       CGS
 MS0280  HISTORY     - 1953     GOOD             CGS
 MS0280
 MS0280                          STATION DESCRIPTION
 MS0280
 MS0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0280'8.2 MI SW FROM KELTON.
 MS0280'8.2 MILES SOUTHWEST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0280'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0280'KELTON, 0.4 MILE NORTHEAST OF MILEPOLE 725, AT A DEEP ROCK CUT, SET
 MS0280'VERTICALLY IN THE SOUTHEAST WALL, 12 FEET SOUTHWEST OF THE NORTHEAST
 MS0280'END OF THE CUT, AND ABOUT 5 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0419 ***********************************************************************
 KO0419  DESIGNATION -  M 10
 KO0419  PID         -  KO0419
 KO0419  STATE/COUNTY-  UT/MILLARD
 KO0419  COUNTRY     -  US
 KO0419  USGS QUAD   -  OAK CITY SOUTH (2017)
 KO0419
 KO0419                         *CURRENT SURVEY CONTROL
 KO0419  ______________________________________________________________________
 KO0419* NAD 83(1994) POSITION- 39 18 20.11691(N) 112 15 22.57856(W)   ADJUSTED
 KO0419* NAVD 88 ORTHO HEIGHT -  2687.3   (meters)     8817.    (feet) VERTCON3
 KO0419  ______________________________________________________________________
 KO0419  GEOID HEIGHT    -        -18.145 (meters)                     GEOID18
 KO0419  LAPLACE CORR    -         10.77  (seconds)                    DEFLEC18
 KO0419  HORZ ORDER      -  THIRD
 KO0419
 KO0419.The horizontal coordinates were established by classical geodetic methods
 KO0419.and adjusted by the National Geodetic Survey in November 1997.
 KO0419
 KO0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0419
 KO0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0419.GEOID18 height accuracy estimate available here.
 KO0419
 KO0419.Click photographs - Photos may exist for this station.
 KO0419
 KO0419.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0419
 KO0419. The following values were computed from the NAD 83(1994) position.
 KO0419
 KO0419;                    North         East     Units Scale Factor Converg.
 KO0419;SPC UT C     - 2,108,214.888   434,774.241   MT  0.99994122   -0 29 04.0
 KO0419;SPC UT C     - 6,916,701.68  1,426,421.82   sFT  0.99994122   -0 29 04.0
 KO0419;UTM  12      - 4,351,441.179   391,684.965   MT  0.99974445   -0 47 45.1
 KO0419
 KO0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0419!SPC UT C     -   0.99958140  x   0.99994122  =   0.99952265
 KO0419!UTM  12      -   0.99958140  x   0.99974445  =   0.99932596
 KO0419
 KO0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ9168451441(NAD 83)
 KO0419
 KO0419                          SUPERSEDED SURVEY CONTROL
 KO0419
 KO0419  NAD 83(1986)-  39 18 20.10799(N)    112 15 22.57240(W) AD(       ) 3
 KO0419  NAD 27      -  39 18 20.26100(N)    112 15 19.79000(W) AD(       ) 3
 KO0419  USSD        -  39 18 21.08200(N)    112 15 20.52600(W) AD(       ) 3
 KO0419  NGVD 29 (07/19/86) 2686.0    (m)         8812.     (f) VERT ANG       
 KO0419
 KO0419.Superseded values are not recommended for survey control.
 KO0419
 KO0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0419.See file dsdata.pdf to determine how the superseded data were derived.
 KO0419
 KO0419_MARKER: B = BOLT
 KO0419_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 KO0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KO0419
 KO0419  HISTORY     - Date     Condition        Report By
 KO0419  HISTORY     - 1919     MONUMENTED       USFS
 KO0419  HISTORY     - 1947     MARK NOT FOUND   USFS
 KO0419
 KO0419                          STATION DESCRIPTION
 KO0419
 KO0419'DESCRIBED BY US FOREST SERVICE 1919 (GDC)
 KO0419'ABOUT 3 MILES NORTHEAST OF WHISKEY CREEK SPRINGS, ON THE EAST
 KO0419'END OF A FLAT-TOPPED PEAK BETWEEN THE HEADS OF WHISKEY CREEK
 KO0419'AND THE SOUTH FORK OF OAK CREEK ON THE OAK CREEK DIVISION OF THE
 KO0419'FILLMORE NATIONAL FOREST.  STATION IS MARKED BY A BOLT CEMENTED
 KO0419'IN THE ROCK AND SURMOUNTED BY A POLE SIGNAL WITH A CAIRN AROUND
 KO0419'THE BASE.  STATION MUSINIA BEARS S. 64 DEG E.
 KO0419
 KO0419                          STATION RECOVERY (1947)
 KO0419
 KO0419'RECOVERY NOTE BY US FOREST SERVICE 1947 (DHK)
 KO0419'THIS STATION WAS THOROUGHLY SEARCHED FOR BUT NO BOLT COULD BE
 KO0419'FOUND.  THERE WAS NO MARK OF ANY KIND UNDER THE POLE SIGNAL AND
 KO0419'CAIRN WHICH WAS ON THE PEAK THAT THE STATION ORIGINALLY OCCUPIED.
 KO0419'STATION HAS BEEN DESTROYED OR LOST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0124 ***********************************************************************
 LO0124  DESIGNATION -  M 100
 LO0124  PID         -  LO0124
 LO0124  STATE/COUNTY-  UT/DUCHESNE
 LO0124  COUNTRY     -  US
 LO0124  USGS QUAD   -  HANNA (2017)
 LO0124
 LO0124                         *CURRENT SURVEY CONTROL
 LO0124  ______________________________________________________________________
 LO0124* NAD 83(1986) POSITION- 40 25 39.     (N) 110 48 07.     (W)   SCALED
 LO0124* NAVD 88 ORTHO HEIGHT -  2096.503 (meters)     6878.28  (feet) ADJUSTED
 LO0124  ______________________________________________________________________
 LO0124  GEOID HEIGHT    -        -14.687 (meters)                     GEOID18
 LO0124  DYNAMIC HEIGHT  -       2094.411 (meters)     6871.41  (feet) COMP
 LO0124  MODELED GRAVITY -    979,552.4   (mgal)                       NAVD 88
 LO0124
 LO0124  VERT ORDER      -  SECOND    CLASS 0
 LO0124
 LO0124.The horizontal coordinates were scaled from a map and have
 LO0124.an estimated accuracy of +/- 6 seconds.
 LO0124
 LO0124.The orthometric height was determined by differential leveling and
 LO0124.adjusted by the NATIONAL GEODETIC SURVEY
 LO0124.in June 1991.
 LO0124
 LO0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0124.GEOID18 height accuracy estimate available here.
 LO0124
 LO0124.Click photographs - Photos may exist for this station.
 LO0124
 LO0124.The dynamic height is computed by dividing the NAVD 88
 LO0124.geopotential number by the normal gravity value computed on the
 LO0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0124.degrees latitude (g = 980.6199 gals.).
 LO0124
 LO0124.The modeled gravity was interpolated from observed gravity values.
 LO0124
 LO0124;                    North         East    Units  Estimated Accuracy
 LO0124;SPC UT C     - 2,232,730.      559,230.      MT  (+/- 180 meters Scaled)
 LO0124
 LO0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK168752(NAD 83)
 LO0124
 LO0124                          SUPERSEDED SURVEY CONTROL
 LO0124
 LO0124  NGVD 29 (??/??/92) 2095.140  (m)         6873.81   (f) ADJ UNCH    2 0
 LO0124
 LO0124.Superseded values are not recommended for survey control.
 LO0124
 LO0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0124.See file dsdata.pdf to determine how the superseded data were derived.
 LO0124
 LO0124_MARKER: DB = BENCH MARK DISK
 LO0124_SETTING: 80 = SET IN A BOULDER
 LO0124_STAMPING: M 100 1962
 LO0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0124+STABILITY: SURFACE MOTION
 LO0124
 LO0124  HISTORY     - Date     Condition        Report By
 LO0124  HISTORY     - 1962     MONUMENTED       CGS
 LO0124
 LO0124                          STATION DESCRIPTION
 LO0124
 LO0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0124'8.0 MI NW FROM TABIONA.
 LO0124'8.0 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0124'TABIONA, IN THE TOP OF A 1 1/2- BY 3-FOOT BOULDER WHICH PROJECTS ABOUT
 LO0124'1 FOOT ABOVE THE GROUND, NEAR A HOUSE WITH A GASOLINE PUMP IN FRONT
 LO0124'AND A LARGE BARN ACROSS THE HIGHWAY, 36 FEET EAST-NORTHEAST OF THE
 LO0124'CENTER LINE OF THE HIGHWAY, 20.4 FEET NORTH-NORTHWEST OF A TELEPHONE
 LO0124'POLE WITH A GUY WIRE, 3.7 FEET WEST-SOUTHWEST OF A FENCE, 4.2 FEET
 LO0124'WEST OF A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0107 ***********************************************************************
 LO0107  DESIGNATION -  M 101
 LO0107  PID         -  LO0107
 LO0107  STATE/COUNTY-  UT/DUCHESNE
 LO0107  COUNTRY     -  US
 LO0107  USGS QUAD   -  TABIONA (2017)
 LO0107
 LO0107                         *CURRENT SURVEY CONTROL
 LO0107  ______________________________________________________________________
 LO0107* NAD 83(1986) POSITION- 40 18 36.     (N) 110 38 17.     (W)   SCALED
 LO0107* NAVD 88 ORTHO HEIGHT -  1926.397 (meters)     6320.19  (feet) ADJUSTED
 LO0107  ______________________________________________________________________
 LO0107  GEOID HEIGHT    -        -15.956 (meters)                     GEOID18
 LO0107  DYNAMIC HEIGHT  -       1924.472 (meters)     6313.87  (feet) COMP
 LO0107  MODELED GRAVITY -    979,558.6   (mgal)                       NAVD 88
 LO0107
 LO0107  VERT ORDER      -  SECOND    CLASS 0
 LO0107
 LO0107.The horizontal coordinates were scaled from a map and have
 LO0107.an estimated accuracy of +/- 6 seconds.
 LO0107
 LO0107.The orthometric height was determined by differential leveling and
 LO0107.adjusted by the NATIONAL GEODETIC SURVEY
 LO0107.in June 1991.
 LO0107
 LO0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0107.GEOID18 height accuracy estimate available here.
 LO0107
 LO0107.Click photographs - Photos may exist for this station.
 LO0107
 LO0107.The dynamic height is computed by dividing the NAVD 88
 LO0107.geopotential number by the normal gravity value computed on the
 LO0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0107.degrees latitude (g = 980.6199 gals.).
 LO0107
 LO0107.The modeled gravity was interpolated from observed gravity values.
 LO0107
 LO0107;                    North         East    Units  Estimated Accuracy
 LO0107;SPC UT C     - 2,219,800.      573,270.      MT  (+/- 180 meters Scaled)
 LO0107
 LO0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK307622(NAD 83)
 LO0107
 LO0107                          SUPERSEDED SURVEY CONTROL
 LO0107
 LO0107  NGVD 29 (??/??/92) 1925.044  (m)         6315.75   (f) ADJ UNCH    2 0
 LO0107
 LO0107.Superseded values are not recommended for survey control.
 LO0107
 LO0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0107.See file dsdata.pdf to determine how the superseded data were derived.
 LO0107
 LO0107_MARKER: DB = BENCH MARK DISK
 LO0107_SETTING: 80 = SET IN A BOULDER
 LO0107_STAMPING: M 101 1962
 LO0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0107+STABILITY: SURFACE MOTION
 LO0107
 LO0107  HISTORY     - Date     Condition        Report By
 LO0107  HISTORY     - 1962     MONUMENTED       CGS
 LO0107
 LO0107                          STATION DESCRIPTION
 LO0107
 LO0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0107'5.3 MI SE FROM TABIONA.
 LO0107'5.3 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0107'TABIONA, SET VERTICALLY IN THE WEST FACE OF A LARGE SANDSTONE BOULDER
 LO0107'WHICH PROJECTS ABOUT 9 FEET ABOVE THE GROUND, 32 FEET NORTHEAST OF THE
 LO0107'CENTER LINE OF THE HIGHWAY, 114 FEET EAST-SOUTHEAST OF A TELEPHONE
 LO0107'POLE, ABOUT 4 FEET HIGHER THAN THE HIGHWAY, AND 1.7 FEET ABOVE THE
 LO0107'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0253 ***********************************************************************
 LN0253  DESIGNATION -  M 102
 LN0253  PID         -  LN0253
 LN0253  STATE/COUNTY-  UT/DAGGETT
 LN0253  COUNTRY     -  US
 LN0253  USGS QUAD   -  DUTCH JOHN (2017)
 LN0253
 LN0253                         *CURRENT SURVEY CONTROL
 LN0253  ______________________________________________________________________
 LN0253* NAD 83(1986) POSITION- 40 59 31.10   (N) 109 26 39.20   (W)   HD_HELD1
 LN0253* NAVD 88 ORTHO HEIGHT -  1930.721 (meters)     6334.37  (feet) ADJUSTED
 LN0253  ______________________________________________________________________
 LN0253  GEOID HEIGHT    -        -14.236 (meters)                     GEOID18
 LN0253  DYNAMIC HEIGHT  -       1929.006 (meters)     6328.75  (feet) COMP
 LN0253  MODELED GRAVITY -    979,666.8   (mgal)                       NAVD 88
 LN0253
 LN0253  VERT ORDER      -  SECOND    CLASS 0
 LN0253
 LN0253.The horizontal coordinates were determined by differentially corrected
 LN0253.hand held GPS observations or other comparable positioning techniques
 LN0253.and have an estimated accuracy of +/- 3 meters.
 LN0253
 LN0253.The orthometric height was determined by differential leveling and
 LN0253.adjusted by the NATIONAL GEODETIC SURVEY
 LN0253.in June 1991.
 LN0253
 LN0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0253.GEOID18 height accuracy estimate available here.
 LN0253
 LN0253.Click photographs - Photos may exist for this station.
 LN0253
 LN0253.The dynamic height is computed by dividing the NAVD 88
 LN0253.geopotential number by the normal gravity value computed on the
 LN0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0253.degrees latitude (g = 980.6199 gals.).
 LN0253
 LN0253.The modeled gravity was interpolated from observed gravity values.
 LN0253
 LN0253;                    North         East    Units  Estimated Accuracy
 LN0253;SPC UT N     - 1,075,187.2     672,962.4     MT  (+/- 3 meters HH1 GPS) 
 LN0253
 LN0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL3086139031(NAD 83)
 LN0253
 LN0253                          SUPERSEDED SURVEY CONTROL
 LN0253
 LN0253  NGVD 29 (??/??/92) 1929.463  (m)         6330.25   (f) ADJ UNCH    2 0
 LN0253
 LN0253.Superseded values are not recommended for survey control.
 LN0253
 LN0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0253.See file dsdata.pdf to determine how the superseded data were derived.
 LN0253
 LN0253_MARKER: DB = BENCH MARK DISK
 LN0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0253_STAMPING: M 102 1962
 LN0253_MARK LOGO: CGS
 LN0253_PROJECTION: PROJECTING 12 CENTIMETERS
 LN0253_MAGNETIC: N = NO MAGNETIC MATERIAL
 LN0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0253+STABILITY: SURFACE MOTION
 LN0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0253+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2021
 LN0253
 LN0253  HISTORY     - Date     Condition        Report By
 LN0253  HISTORY     - 1962     MONUMENTED       CGS
 LN0253  HISTORY     - 1966     GOOD             USGS
 LN0253  HISTORY     - 20130623 GOOD             GEOCAC
 LN0253  HISTORY     - 20210612 GOOD             IGA
 LN0253
 LN0253                          STATION DESCRIPTION
 LN0253
 LN0253'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LN0253'5.0 MI SE FROM LINWOOD.
 LN0253'DUTCH JOHN, BUREAU OF RECLAMATION FIRE STATION.  THENCE 0.55 MILES
 LN0253'WEST TO UTAH STATE HIGHWAY 260.  THENCE RIGHT ALONG HIGHWAY 260 NORTH
 LN0253'WARD FOR 4.45 MILES TO DUTCH JOHN CAP.  CONTINUE FOR ANOTHER 0.55
 LN0253'MILES TO A DIRT ROAD RIGHT AND SIGN ROCK SPRINGS 66 MI.  TURN RIGHT
 LN0253'FOR 3.25 MILES TO ROAD FORK.  TURN RIGHT FOR 0.95 MILES.  41 FEET
 LN0253'SOUTH OF THE CENTER LINE OF THE ROAD.  2.0 FEET NORTH OF A WITNESS
 LN0253'POST.  ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN TOP OF CONCRETE
 LN0253'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LN0253
 LN0253                          STATION RECOVERY (2013)
 LN0253
 LN0253'RECOVERY NOTE BY GEOCACHING 2013 (BRB)
 LN0253'DESCRIPTION RENDERED OBSOLETE BY THE CREATION OF FLAMING GORGE
 LN0253'RESERVOIR. LINWOOD IS NOW UNDERNEATH THE WATERS OF LINWOOD BAY. THE
 LN0253'SIGN FOR ROCK SPRINGS 66 MILES NO LONGER EXISTS. NEW DESCRIPTION
 LN0253'FOLLOWS.
 LN0253'FROM THE US POST OFFICE IN DUTCH JOHN PROCEED WESTWARD ON SOUTH BLVD
 LN0253'APPROXIMATELY 0.3 MILES TO THE JUNCTION WITH US HIGHWAY 191. TURN
 LN0253'RIGHT AND PROCEED NORTHWARD APPROXIMATELY 7.6 MILES TO SPRING CREEK
 LN0253'ROAD. TURN LEFT AND FOLLOW SPRING CREEK ROAD WESTWARD APPROXIMATELY
 LN0253'0.5 MILES TO THE STATION ON THE LEFT. REMAINDER OF DESCRIPTION REMAINS
 LN0253'UNCHANGED.
 LN0253'41 FEET SOUTH OF THE CENTER LINE OF THE ROAD. 2.0 FEET NORTH OF A
 LN0253'WITNESS POST. ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN TOP OF
 LN0253'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LN0253
 LN0253                          STATION RECOVERY (2021)
 LN0253
 LN0253'RECOVERY NOTE BY IGAGE 2021 (MS)
 LN0253'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0220 ***********************************************************************
 LN0220  DESIGNATION -  M 103
 LN0220  PID         -  LN0220
 LN0220  STATE/COUNTY-  UT/DAGGETT
 LN0220  COUNTRY     -  US
 LN0220  USGS QUAD   -  SWALLOW CANYON (2017)
 LN0220
 LN0220                         *CURRENT SURVEY CONTROL
 LN0220  ______________________________________________________________________
 LN0220* NAD 83(1986) POSITION- 40 51 48.6    (N) 109 03 49.2    (W)   HD_HELD2
 LN0220* NAVD 88 ORTHO HEIGHT -  1730.178 (meters)     5676.43  (feet) ADJUSTED
 LN0220  ______________________________________________________________________
 LN0220  GEOID HEIGHT    -        -14.294 (meters)                     GEOID18
 LN0220  DYNAMIC HEIGHT  -       1728.709 (meters)     5671.61  (feet) COMP
 LN0220  MODELED GRAVITY -    979,713.8   (mgal)                       NAVD 88
 LN0220
 LN0220  VERT ORDER      -  SECOND    CLASS 0
 LN0220
 LN0220.The horizontal coordinates were established by autonomous hand held GPS
 LN0220.observations and have an estimated accuracy of +/- 10 meters.
 LN0220
 LN0220.The orthometric height was determined by differential leveling and
 LN0220.adjusted by the NATIONAL GEODETIC SURVEY
 LN0220.in June 1991.
 LN0220
 LN0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0220.GEOID18 height accuracy estimate available here.
 LN0220
 LN0220.Click photographs - Photos may exist for this station.
 LN0220
 LN0220.The dynamic height is computed by dividing the NAVD 88
 LN0220.geopotential number by the normal gravity value computed on the
 LN0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0220.degrees latitude (g = 980.6199 gals.).
 LN0220
 LN0220.The modeled gravity was interpolated from observed gravity values.
 LN0220
 LN0220;                    North         East    Units  Estimated Accuracy
 LN0220;SPC UT N     - 1,061,754.      705,373.      MT  (+/- 10 meters HH2 GPS)
 LN0220
 LN0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL6318825408(NAD 83)
 LN0220
 LN0220                          SUPERSEDED SURVEY CONTROL
 LN0220
 LN0220  NGVD 29 (??/??/92) 1728.989  (m)         5672.52   (f) ADJ UNCH    2 0
 LN0220
 LN0220.Superseded values are not recommended for survey control.
 LN0220
 LN0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0220.See file dsdata.pdf to determine how the superseded data were derived.
 LN0220
 LN0220_MARKER: DB = BENCH MARK DISK
 LN0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0220_STAMPING: M 103 1962
 LN0220_MARK LOGO: CGS
 LN0220_PROJECTION: PROJECTING 3 CENTIMETERS
 LN0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0220+STABILITY: SURFACE MOTION
 LN0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0220+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2020
 LN0220
 LN0220  HISTORY     - Date     Condition        Report By
 LN0220  HISTORY     - 1962     MONUMENTED       CGS
 LN0220  HISTORY     - 20201219 GOOD             IGA
 LN0220
 LN0220                          STATION DESCRIPTION
 LN0220
 LN0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0220'41.1 MI E FROM LINWOOD.
 LN0220'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0220'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 36.1 MILES
 LN0220'EAST ALONG CLAY BASIN ROAD, 31.55 MILES NORTHWEST OF GREYSTONE,
 LN0220'COLORADO, 63 FEET NORTH OF THE CENTER LINE OF THE ROAD, 51 FEET NORTH
 LN0220'OF THE NORTH END OF A PIPE CULVERT, 5 1/2 FEET WEST OF A POWER POLE,
 LN0220'1.7 FEET EAST OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN THE ROAD,
 LN0220'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 LN0220'GROUND.
 LN0220
 LN0220                          STATION RECOVERY (2020)
 LN0220
 LN0220'RECOVERY NOTE BY IGAGE 2020 (MS)
 LN0220'RTK TURN N 40.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0449 ***********************************************************************
 LO0449  DESIGNATION -  M 104
 LO0449  PID         -  LO0449
 LO0449  STATE/COUNTY-  UT/WASATCH
 LO0449  COUNTRY     -  US
 LO0449  USGS QUAD   -  WOLF CREEK (2017)
 LO0449
 LO0449                         *CURRENT SURVEY CONTROL
 LO0449  ______________________________________________________________________
 LO0449* NAD 83(1986) POSITION- 40 29 20.     (N) 110 59 43.     (W)   SCALED
 LO0449* NAVD 88 ORTHO HEIGHT -  2747.240 (meters)     9013.24  (feet) ADJUSTED
 LO0449  ______________________________________________________________________
 LO0449  GEOID HEIGHT    -        -14.138 (meters)                     GEOID18
 LO0449  DYNAMIC HEIGHT  -       2744.270 (meters)     9003.49  (feet) COMP
 LO0449  MODELED GRAVITY -    979,443.3   (mgal)                       NAVD 88
 LO0449
 LO0449  VERT ORDER      -  SECOND    CLASS 0
 LO0449
 LO0449.The horizontal coordinates were scaled from a map and have
 LO0449.an estimated accuracy of +/- 6 seconds.
 LO0449
 LO0449.The orthometric height was determined by differential leveling and
 LO0449.adjusted by the NATIONAL GEODETIC SURVEY
 LO0449.in June 1991.
 LO0449
 LO0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0449.GEOID18 height accuracy estimate available here.
 LO0449
 LO0449.Click photographs - Photos may exist for this station.
 LO0449
 LO0449.The dynamic height is computed by dividing the NAVD 88
 LO0449.geopotential number by the normal gravity value computed on the
 LO0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0449.degrees latitude (g = 980.6199 gals.).
 LO0449
 LO0449.The modeled gravity was interpolated from observed gravity values.
 LO0449
 LO0449;                    North         East    Units  Estimated Accuracy
 LO0449;SPC UT C     - 2,239,430.      542,790.      MT  (+/- 180 meters Scaled)
 LO0449
 LO0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK004820(NAD 83)
 LO0449
 LO0449                          SUPERSEDED SURVEY CONTROL
 LO0449
 LO0449  NGVD 29 (??/??/92) 2745.735  (m)         9008.30   (f) ADJ UNCH    2 0
 LO0449
 LO0449.Superseded values are not recommended for survey control.
 LO0449
 LO0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0449.See file dsdata.pdf to determine how the superseded data were derived.
 LO0449
 LO0449_MARKER: DB = BENCH MARK DISK
 LO0449_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0449_SP_SET: CULVERT HEADWALL
 LO0449_STAMPING: M 104 1962
 LO0449_MARK LOGO: CGS
 LO0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0449+STABILITY: SURFACE MOTION
 LO0449
 LO0449  HISTORY     - Date     Condition        Report By
 LO0449  HISTORY     - 1962     MONUMENTED       CGS
 LO0449
 LO0449                          STATION DESCRIPTION
 LO0449
 LO0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0449'22.05 MI NW FROM TABIONA.
 LO0449'22.05 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0449'TABIONA, 0.1 MILE SOUTHWEST OF HIGHWAY MILEAGE MARKER 41, IN THE TOP
 LO0449'OF A 5- BY 6-FOOT BOULDER, 51 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LO0449'HIGHWAY, 51 FEET SOUTH OF THE CENTER OF THE SOUTHEAST END OF AN
 LO0449'18-INCH PIPE CULVERT, ABOUT 3 1/2 FEET LOWER THAN THE HIGHWAY, 3.8
 LO0449'FEET EAST OF A WITNESS POST, AND 2.7 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0454 ***********************************************************************
 LO0454  DESIGNATION -  M 105
 LO0454  PID         -  LO0454
 LO0454  STATE/COUNTY-  UT/WASATCH
 LO0454  COUNTRY     -  US
 LO0454  USGS QUAD   -  WOLF CREEK SUMMIT (2017)
 LO0454
 LO0454                         *CURRENT SURVEY CONTROL
 LO0454  ______________________________________________________________________
 LO0454* NAD 83(1986) POSITION- 40 29 46.     (N) 111 02 11.     (W)   SCALED
 LO0454* NAVD 88 ORTHO HEIGHT -  2798.715 (meters)     9182.12  (feet) ADJUSTED
 LO0454  ______________________________________________________________________
 LO0454  GEOID HEIGHT    -        -14.178 (meters)                     GEOID18
 LO0454  DYNAMIC HEIGHT  -       2795.776 (meters)     9172.48  (feet) COMP
 LO0454  MODELED GRAVITY -    979,471.2   (mgal)                       NAVD 88
 LO0454
 LO0454  VERT ORDER      -  SECOND    CLASS 0
 LO0454
 LO0454.The horizontal coordinates were scaled from a map and have
 LO0454.an estimated accuracy of +/- 6 seconds.
 LO0454
 LO0454.The orthometric height was determined by differential leveling and
 LO0454.adjusted by the NATIONAL GEODETIC SURVEY
 LO0454.in June 1991.
 LO0454
 LO0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0454.GEOID18 height accuracy estimate available here.
 LO0454
 LO0454.Click photographs - Photos may exist for this station.
 LO0454
 LO0454.The dynamic height is computed by dividing the NAVD 88
 LO0454.geopotential number by the normal gravity value computed on the
 LO0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0454.degrees latitude (g = 980.6199 gals.).
 LO0454
 LO0454.The modeled gravity was interpolated from observed gravity values.
 LO0454
 LO0454;                    North         East    Units  Estimated Accuracy
 LO0454;SPC UT C     - 2,240,220.      539,300.      MT  (+/- 180 meters Scaled)
 LO0454
 LO0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK969828(NAD 83)
 LO0454
 LO0454                          SUPERSEDED SURVEY CONTROL
 LO0454
 LO0454  NGVD 29 (??/??/92) 2797.304  (m)         9177.49   (f) ADJ UNCH    2 0
 LO0454
 LO0454.Superseded values are not recommended for survey control.
 LO0454
 LO0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0454.See file dsdata.pdf to determine how the superseded data were derived.
 LO0454
 LO0454_MARKER: DB = BENCH MARK DISK
 LO0454_SETTING: 80 = SET IN A BOULDER
 LO0454_STAMPING: M 105 1962
 LO0454_MARK LOGO: CGS
 LO0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0454+STABILITY: SURFACE MOTION
 LO0454
 LO0454  HISTORY     - Date     Condition        Report By
 LO0454  HISTORY     - 1962     MONUMENTED       CGS
 LO0454
 LO0454                          STATION DESCRIPTION
 LO0454
 LO0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0454'19.5 MI SE FROM FRANCIS.
 LO0454'19.5 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0454'HIGHWAY 189 AT FRANCIS, IN THE TOP OF A 3- BY 4-FOOT BOULDER WHICH
 LO0454'PROJECTS 1.0 FOOT ABOVE THE GROUND, 21 FEET NORTHEAST OF THE CENTER OF
 LO0454'THE HIGHWAY, 1.0 FOOT EAST OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER
 LO0454'THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0298 ***********************************************************************
 LO0298  DESIGNATION -  M 106
 LO0298  PID         -  LO0298
 LO0298  STATE/COUNTY-  UT/SUMMIT
 LO0298  COUNTRY     -  US
 LO0298  USGS QUAD   -  KAMAS (2017)
 LO0298
 LO0298                         *CURRENT SURVEY CONTROL
 LO0298  ______________________________________________________________________
 LO0298* NAD 83(1986) POSITION- 40 43 06.     (N) 111 18 01.     (W)   SCALED
 LO0298* NAVD 88 ORTHO HEIGHT -  1975.480 (meters)     6481.22  (feet) ADJUSTED
 LO0298  ______________________________________________________________________
 LO0298  GEOID HEIGHT    -        -15.206 (meters)                     GEOID18
 LO0298  DYNAMIC HEIGHT  -       1973.621 (meters)     6475.12  (feet) COMP
 LO0298  MODELED GRAVITY -    979,613.5   (mgal)                       NAVD 88
 LO0298
 LO0298  VERT ORDER      -  SECOND    CLASS 0
 LO0298
 LO0298.The horizontal coordinates were scaled from a map and have
 LO0298.an estimated accuracy of +/- 6 seconds.
 LO0298
 LO0298.The orthometric height was determined by differential leveling and
 LO0298.adjusted by the NATIONAL GEODETIC SURVEY
 LO0298.in June 1991.
 LO0298
 LO0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0298.GEOID18 height accuracy estimate available here.
 LO0298
 LO0298.Click photographs - Photos may exist for this station.
 LO0298
 LO0298.The dynamic height is computed by dividing the NAVD 88
 LO0298.geopotential number by the normal gravity value computed on the
 LO0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0298.degrees latitude (g = 980.6199 gals.).
 LO0298
 LO0298.The modeled gravity was interpolated from observed gravity values.
 LO0298
 LO0298;                    North         East    Units  Estimated Accuracy
 LO0298;SPC UT N     - 1,042,770.      516,880.      MT  (+/- 180 meters Scaled)
 LO0298
 LO0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL746075(NAD 83)
 LO0298
 LO0298                          SUPERSEDED SURVEY CONTROL
 LO0298
 LO0298  NGVD 29 (??/??/92) 1974.186  (m)         6476.98   (f) ADJ UNCH    2 0
 LO0298
 LO0298.Superseded values are not recommended for survey control.
 LO0298
 LO0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0298.See file dsdata.pdf to determine how the superseded data were derived.
 LO0298
 LO0298_MARKER: DB = BENCH MARK DISK
 LO0298_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0298_SP_SET: BOX CULVERT
 LO0298_STAMPING: M 106 1962
 LO0298_MARK LOGO: CGS
 LO0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0298+STABILITY: SURFACE MOTION
 LO0298
 LO0298  HISTORY     - Date     Condition        Report By
 LO0298  HISTORY     - 1962     MONUMENTED       CGS
 LO0298
 LO0298                          STATION DESCRIPTION
 LO0298
 LO0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0298'5.75 MI N FROM KAMAS.
 LO0298'5.75 MILES NORTH ALONG U.S. HIGHWAY 189 FROM THE POST OFFICE AT KAMAS,
 LO0298'0.25 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 213 AND THE NORTH
 LO0298'CITY LIMITS OF OAKLEY, IN THE TOP OF THE NORTH END OF THE EAST HEAD
 LO0298'WALL OF A BOX CULVERT OVER AN IRRIGATION CANAL, 13 FEET EAST OF THE
 LO0298'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0354 ***********************************************************************
 LO0354  DESIGNATION -  M 107
 LO0354  PID         -  LO0354
 LO0354  STATE/COUNTY-  UT/WASATCH
 LO0354  COUNTRY     -  US
 LO0354  USGS QUAD   -  HEBER CITY (2017)
 LO0354
 LO0354                         *CURRENT SURVEY CONTROL
 LO0354  ______________________________________________________________________
 LO0354* NAD 83(1986) POSITION- 40 36 16.     (N) 111 23 05.     (W)   SCALED
 LO0354* NAVD 88 ORTHO HEIGHT -  1853.381 (meters)     6080.63  (feet) ADJUSTED
 LO0354  ______________________________________________________________________
 LO0354  GEOID HEIGHT    -        -15.474 (meters)                     GEOID18
 LO0354  DYNAMIC HEIGHT  -       1851.669 (meters)     6075.02  (feet) COMP
 LO0354  MODELED GRAVITY -    979,635.3   (mgal)                       NAVD 88
 LO0354
 LO0354  VERT ORDER      -  SECOND    CLASS 0
 LO0354
 LO0354.The horizontal coordinates were scaled from a map and have
 LO0354.an estimated accuracy of +/- 6 seconds.
 LO0354
 LO0354.The orthometric height was determined by differential leveling and
 LO0354.adjusted by the NATIONAL GEODETIC SURVEY
 LO0354.in June 1991.
 LO0354
 LO0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0354.GEOID18 height accuracy estimate available here.
 LO0354
 LO0354.Click photographs - Photos may exist for this station.
 LO0354
 LO0354.The dynamic height is computed by dividing the NAVD 88
 LO0354.geopotential number by the normal gravity value computed on the
 LO0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0354.degrees latitude (g = 980.6199 gals.).
 LO0354
 LO0354.The modeled gravity was interpolated from observed gravity values.
 LO0354
 LO0354;                    North         East    Units  Estimated Accuracy
 LO0354;SPC UT C     - 2,252,150.      509,760.      MT  (+/- 180 meters Scaled)
 LO0354
 LO0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK674949(NAD 83)
 LO0354
 LO0354                          SUPERSEDED SURVEY CONTROL
 LO0354
 LO0354  NGVD 29 (??/??/92) 1852.147  (m)         6076.59   (f) ADJ UNCH    2 0
 LO0354
 LO0354.Superseded values are not recommended for survey control.
 LO0354
 LO0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0354.See file dsdata.pdf to determine how the superseded data were derived.
 LO0354
 LO0354_MARKER: DB = BENCH MARK DISK
 LO0354_SETTING: 66 = SET IN ROCK OUTCROP
 LO0354_STAMPING: M 107 1962
 LO0354_MARK LOGO: CGS
 LO0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0354+STABILITY: POSITION/ELEVATION WELL
 LO0354
 LO0354  HISTORY     - Date     Condition        Report By
 LO0354  HISTORY     - 1962     MONUMENTED       CGS
 LO0354  HISTORY     - 20141026 MARK NOT FOUND   GEOCAC
 LO0354
 LO0354                          STATION DESCRIPTION
 LO0354
 LO0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0354'5.95 MI W FROM FRANCIS.
 LO0354'5.95 MILES WEST ALONG U.S. HIGHWAY 189 ALTERNATE FROM THE JUNCTION OF
 LO0354'STATE HIGHWAY 35 AT FRANCIS, SET VERTICALLY IN THE NORTH FACE OF AN
 LO0354'OUTCROP, AT THE EAST END OF A CUT, AT A CURVE, 25 FEET SOUTH OF THE
 LO0354'CENTER LINE OF THE HIGHWAY, ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY,
 LO0354'AND 1.1 FEET ABOVE THE GROUND.
 LO0354
 LO0354                          STATION RECOVERY (2014)
 LO0354
 LO0354'RECOVERY NOTE BY GEOCACHING 2014 (BRB)
 LO0354'MARK NOT FOUND.
 LO0354'THE MARK IS NOW SUBMERGED BENEATH THE WATERS OF JORDANELLE RESERVOIR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0006 ***********************************************************************
 JN0006  DESIGNATION -  M 11
 JN0006  PID         -  JN0006
 JN0006  STATE/COUNTY-  UT/EMERY
 JN0006  COUNTRY     -  US
 JN0006  USGS QUAD   -  GREASEWOOD DRAW (2017)
 JN0006
 JN0006                         *CURRENT SURVEY CONTROL
 JN0006  ______________________________________________________________________
 JN0006* NAD 83(1986) POSITION- 38 50 01.72   (N) 110 25 55.20   (W)   HD_HELD1
 JN0006* NAVD 88 ORTHO HEIGHT -  1315.417 (meters)     4315.66  (feet) ADJUSTED
 JN0006  ______________________________________________________________________
 JN0006  GEOID HEIGHT    -        -19.568 (meters)                     GEOID18
 JN0006  DYNAMIC HEIGHT  -       1314.154 (meters)     4311.52  (feet) COMP
 JN0006  MODELED GRAVITY -    979,622.1   (mgal)                       NAVD 88
 JN0006
 JN0006  VERT ORDER      -  FIRST     CLASS II
 JN0006
 JN0006.The horizontal coordinates were determined by differentially corrected
 JN0006.hand held GPS observations or other comparable positioning techniques
 JN0006.and have an estimated accuracy of +/- 3 meters.
 JN0006
 JN0006.The orthometric height was determined by differential leveling and
 JN0006.adjusted by the NATIONAL GEODETIC SURVEY
 JN0006.in June 1991.
 JN0006
 JN0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0006.GEOID18 height accuracy estimate available here.
 JN0006
 JN0006.Click photographs - Photos may exist for this station.
 JN0006
 JN0006.The dynamic height is computed by dividing the NAVD 88
 JN0006.geopotential number by the normal gravity value computed on the
 JN0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0006.degrees latitude (g = 980.6199 gals.).
 JN0006
 JN0006.The modeled gravity was interpolated from observed gravity values.
 JN0006
 JN0006;                    North         East    Units  Estimated Accuracy
 JN0006;SPC UT C     - 2,056,118.1     592,735.5     MT  (+/- 3 meters HH1 GPS) 
 JN0006
 JN0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH4929998487(NAD 83)
 JN0006
 JN0006                          SUPERSEDED SURVEY CONTROL
 JN0006
 JN0006  NGVD 29 (??/??/92) 1314.457  (m)         4312.51   (f) ADJ UNCH    1 2
 JN0006
 JN0006.Superseded values are not recommended for survey control.
 JN0006
 JN0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0006.See file dsdata.pdf to determine how the superseded data were derived.
 JN0006
 JN0006_MARKER: DB = BENCH MARK DISK
 JN0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0006_STAMPING: M 11 1921
 JN0006_MARK LOGO: CGS
 JN0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0006+STABILITY: SURFACE MOTION
 JN0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0006+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2020
 JN0006
 JN0006  HISTORY     - Date     Condition        Report By
 JN0006  HISTORY     - 1921     MONUMENTED       CGS
 JN0006  HISTORY     - 20200229 GOOD             NONE
 JN0006
 JN0006                          STATION DESCRIPTION
 JN0006
 JN0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 JN0006'19.0 MI SW FROM GREEN RIVER.
 JN0006'19 MILES SOUTHWEST OF GREEN RIVER, EMERY COUNTY, ON THE OLD HANKSVILLE
 JN0006'ROAD, 1/2 MILE SOUTH OF THE POINT WHERE THE ROAD CROSSES OVER FLAT
 JN0006'ROCKS FOR A DISTANCE OF 150 FEET, 600 FEET EAST OF A RED ROCK HILL,
 JN0006'AND NEAR A PILE OF ROCKS.  A STANDARD DISK, STAMPED M 11 1921 AND SET
 JN0006'IN THE TOP OF A CONCRETE POST.
 JN0006
 JN0006                          STATION RECOVERY (2020)
 JN0006
 JN0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2020 (CG)
 JN0006'TO REACH THE BENCH MARK FROM THE JUNCTION OF US HIGHWAY 6 AND
 JN0006'INTERSTATE 70 IN EMERY COUNTY, HEAD SOUTHWEST ON I-70 W FOR 8.3 MI
 JN0006'(13.4 KM).  TAKE EXIT 149 FOR UT 24 W TOWARD HANKSVILLE.  TURN LEFT
 JN0006'ONTO UT 24 W AND CONTINUE FOR 7.5 MI.  TURN RIGHT ONTO HATT'S RANCH
 JN0006'BYPASS AND GO 1.7 MI (2.7 KM) TO A TEE IN THE ROAD.  TURN RIGHT AND
 JN0006'CONTINUE 0.4 MI.  THE MARK IS ON THE EAST SIDE OF THE ROAD ABOUT 10 FT
 JN0006'(3.0 M) FROM THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0013 ***********************************************************************
 LO0013  DESIGNATION -  M 11
 LO0013  PID         -  LO0013
 LO0013  STATE/COUNTY-  UT/DUCHESNE
 LO0013  COUNTRY     -  US
 LO0013  USGS QUAD   -  BRIDGELAND (2017)
 LO0013
 LO0013                         *CURRENT SURVEY CONTROL
 LO0013  ______________________________________________________________________
 LO0013* NAD 83(1986) POSITION- 40 10 21.     (N) 110 08 01.     (W)   SCALED
 LO0013* NAVD 88 ORTHO HEIGHT -  1579.946 (meters)     5183.54  (feet) ADJUSTED
 LO0013  ______________________________________________________________________
 LO0013  GEOID HEIGHT    -        -17.725 (meters)                     GEOID18
 LO0013  DYNAMIC HEIGHT  -       1578.452 (meters)     5178.64  (feet) COMP
 LO0013  MODELED GRAVITY -    979,625.4   (mgal)                       NAVD 88
 LO0013
 LO0013  VERT ORDER      -  FIRST     CLASS II
 LO0013
 LO0013.The horizontal coordinates were scaled from a map and have
 LO0013.an estimated accuracy of +/- 6 seconds.
 LO0013
 LO0013.The orthometric height was determined by differential leveling and
 LO0013.adjusted by the NATIONAL GEODETIC SURVEY
 LO0013.in June 1991.
 LO0013
 LO0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0013.GEOID18 height accuracy estimate available here.
 LO0013
 LO0013.Click photographs - Photos may exist for this station.
 LO0013
 LO0013.The dynamic height is computed by dividing the NAVD 88
 LO0013.geopotential number by the normal gravity value computed on the
 LO0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0013.degrees latitude (g = 980.6199 gals.).
 LO0013
 LO0013.The modeled gravity was interpolated from observed gravity values.
 LO0013
 LO0013;                    North         East    Units  Estimated Accuracy
 LO0013;SPC UT C     - 2,205,070.      616,370.      MT  (+/- 180 meters Scaled)
 LO0013
 LO0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK737472(NAD 83)
 LO0013
 LO0013                          SUPERSEDED SURVEY CONTROL
 LO0013
 LO0013  NGVD 29 (??/??/92) 1578.689  (m)         5179.42   (f) ADJ UNCH    1 2
 LO0013
 LO0013.Superseded values are not recommended for survey control.
 LO0013
 LO0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0013.See file dsdata.pdf to determine how the superseded data were derived.
 LO0013
 LO0013_MARKER: DD = SURVEY DISK
 LO0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0013_SP_SET: CULVERT
 LO0013_STAMPING: M 11 1934
 LO0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0013
 LO0013  HISTORY     - Date     Condition        Report By
 LO0013  HISTORY     - 1934     MONUMENTED       USGS
 LO0013  HISTORY     - 1934     GOOD             CGS
 LO0013
 LO0013                          STATION DESCRIPTION
 LO0013
 LO0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0013'3.6 MI SW FROM MYTON.
 LO0013'3.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE CITY WATER TOWER AT
 LO0013'MYTON, DUCHESNE COUNTY, 15 FEET SOUTH OF A POINT 15 FEET WEST OF A
 LO0013'ROAD CROSSING, AT A CONCRETE CULVERT, AND IN THE TOP OF THE SOUTH HEAD
 LO0013'WALL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED M 11
 LO0013'1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0420 ***********************************************************************
 KO0420  DESIGNATION -  M 11 RESET
 KO0420  PID         -  KO0420
 KO0420  STATE/COUNTY-  UT/MILLARD
 KO0420  COUNTRY     -  US
 KO0420  USGS QUAD   -  OAK CITY SOUTH (2017)
 KO0420
 KO0420                         *CURRENT SURVEY CONTROL
 KO0420  ______________________________________________________________________
 KO0420* NAD 83(1994) POSITION- 39 17 07.11802(N) 112 22 15.84894(W)   ADJUSTED
 KO0420* NAVD 88 ORTHO HEIGHT -  1654.1   (meters)     5427.    (feet) VERTCON3
 KO0420  ______________________________________________________________________
 KO0420  GEOID HEIGHT    -        -18.569 (meters)                     GEOID18
 KO0420  LAPLACE CORR    -         11.20  (seconds)                    DEFLEC18
 KO0420  HORZ ORDER      -  SECOND
 KO0420
 KO0420.The horizontal coordinates were established by classical geodetic methods
 KO0420.and adjusted by the National Geodetic Survey in November 1997.
 KO0420
 KO0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0420
 KO0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0420.GEOID18 height accuracy estimate available here.
 KO0420
 KO0420.Click photographs - Photos may exist for this station.
 KO0420
 KO0420.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0420
 KO0420. The following values were computed from the NAD 83(1994) position.
 KO0420
 KO0420;                    North         East     Units Scale Factor Converg.
 KO0420;SPC UT C     - 2,106,053.964   424,851.749   MT  0.99994453   -0 33 28.8
 KO0420;SPC UT C     - 6,909,612.05  1,393,867.78   sFT  0.99994453   -0 33 28.8
 KO0420;UTM  12      - 4,349,334.507   381,752.731   MT  0.99977216   -0 52 05.7
 KO0420
 KO0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0420!SPC UT C     -   0.99974346  x   0.99994453  =   0.99968801
 KO0420!UTM  12      -   0.99974346  x   0.99977216  =   0.99951568
 KO0420
 KO0420:                Primary Azimuth Mark                     Grid Az
 KO0420:SPC UT C     -  MW 3 RESET                               099 02 59.7
 KO0420:UTM  12      -  MW 3 RESET                               099 21 36.6
 KO0420
 KO0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ8175249334(NAD 83)
 KO0420
 KO0420|---------------------------------------------------------------------|
 KO0420| PID    Reference Object                     Distance      Geod. Az  |
 KO0420|                                                           dddmmss.s |
 KO0420| KO0418 MW 3 RESET                          APPROX. 8.7 KM 0982930.9 |
 KO0420| CM6544 M 11 RM 1 RESET                      15.136 METERS 11211     |
 KO0420| CM6545 M 11 RM 2 CROSS                       9.592 METERS 21814     |
 KO0420| CM6546 M 11 RM 3 RESET                       5.593 METERS 33449     |
 KO0420|---------------------------------------------------------------------|
 KO0420
 KO0420                          SUPERSEDED SURVEY CONTROL
 KO0420
 KO0420  NAD 83(1986)-  39 17 07.10983(N)    112 22 15.84225(W) AD(       ) 2
 KO0420  NAD 27      -  39 17 07.25700(N)    112 22 13.05200(W) AD(       ) 2
 KO0420  USSD        -  39 17 08.05600(N)    112 22 13.80300(W) AD(       ) 3
 KO0420  NGVD 29 (07/19/86) 1653.0    (m)         5423.     (f) VERT ANG       
 KO0420
 KO0420.Superseded values are not recommended for survey control.
 KO0420
 KO0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0420.See file dsdata.pdf to determine how the superseded data were derived.
 KO0420
 KO0420_MARKER: X = CHISELED CROSS
 KO0420_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KO0420_SP_SET: OBJECT IMBEDDED IN GROUND
 KO0420
 KO0420  HISTORY     - Date     Condition        Report By
 KO0420  HISTORY     - 1919     MONUMENTED       USFS
 KO0420  HISTORY     - 1947     GOOD             USFS
 KO0420  HISTORY     - 1953     GOOD             USFS
 KO0420
 KO0420                          STATION DESCRIPTION
 KO0420
 KO0420'DESCRIBED BY US FOREST SERVICE 1919 (GDC)
 KO0420'ABOUT 6 MILES SOUTH AND A LITTLE EAST OF OAK CITY, ABOUT 1/2
 KO0420'MILE EAST OF THE OAK CITY-HOLDEN ROAD, ON THE END OF A VERY LOW
 KO0420'RIDGE.  STATION IS MARKED BY A CROSS SURROUNDED BY A CIRCLE
 KO0420'CUT IN THE ROCK AND SURMOUNTED BY A POLE SIGNAL AT THE BASE OF
 KO0420'WHICH IS A SMALL CAIRN.  THREE REFERENCE MARKS, EACH A STONE IN
 KO0420'PLACE MARKED WITH A CROSS AND ARROW, WERE SET.  THE FOLLOWING
 KO0420'DIRECTIONS WERE OBSERVED--CAIRN ON SCIPIO, 0 DEG 00 MIN 00 SEC.
 KO0420'FIRST REFERENCE STONE, 15.136 METERS (49.66 FEET), 62 DEG
 KO0420'22 MIN 30 SEC.  SECOND REFERENCE STONE, 9.592 METERS (31.47
 KO0420'FEET), 168 DEG 26 MIN 00 SEC.  AND THIRD REFERENCE STONE, 5.639
 KO0420'METERS (18.35 FEET), 285 DEG 01 MIN 00 SEC.
 KO0420
 KO0420                          STATION RECOVERY (1947)
 KO0420
 KO0420'RECOVERY NOTE BY US FOREST SERVICE 1947 (DHK)
 KO0420'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 KO0420'CONDITION.  BRONZE DISKS WERE SET FOR THE STATION MARK, REFERENCE
 KO0420'MARK NO. 1 AND NO. 3.  STATION WAS OBSERVED ON BUT NOT OCCUPIED
 KO0420'IN 1947.
 KO0420'
 KO0420'LOCATED ABOUT 6 MILES SOUTH AND A LITTLE EAST OF OAK CITY, ABOUT
 KO0420'1/2 MILE EAST OF THE OAK CITY-HOLDEN ROAD, ON END OF A VERY LOW
 KO0420'RIDGE. STATION IS MARKED BY A BRONZE DISK SET IN CONCRETE AND
 KO0420'STAMPED-- USFS M 11 1919.
 KO0420'
 KO0420'REFERENCE MARK NO. 1 IS A BRONZE DISK SET IN A BOULDER WHICH
 KO0420'PROJECTS 1 FOOT.  IT IS STAMPED--USFS M 11 NO 1 1919.
 KO0420'
 KO0420'REFERENCE MARK NO. 2 IS A CROSS AND ARROW ON A BOULDER WHICH IS
 KO0420'CRACKED.
 KO0420'
 KO0420'REFERENCE MARK NO. 3 IS A BRONZE DISK SET IN A BOULDER AND
 KO0420'STAMPED--USFS M 11 NO 3 1919.
 KO0420'
 KO0420'THE FOLLOWING DIRECTIONS WERE OBSERVED IN 1919--SCIPIO, 0 DEG
 KO0420'00 MIN 00.0 SEC.  FIRST REFERENCE MARK, 15.136 METERS (49.66 FEET),
 KO0420'62 DEG 22 MIN 30 SEC.  SECOND REFERENCE STONE, 9.592 METERS
 KO0420'(31.47 FEET), 168 DEG 26 MIN 00 SEC.  AND THIRD REFERENCE MARK,
 KO0420'5.639 METERS (18.35 FEET), 285 DEG 01 MIN 00 SEC.
 KO0420'
 KO0420'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 91 AND STATE HIGHWAY 26
 KO0420'AT THE NORTHERN EDGE OF HOLDEN, BY GOING WEST AND NORTHWEST
 KO0420'ON STATE HIGHWAY 26 FOR 9.0 MILES TO WHERE HIGHWAY MAKES A
 KO0420'BEND FROM A NORTH DIRECTION TO A NORTHWESTERLY DIRECTION AND
 KO0420'A GRAVEL ROAD CONTINUES STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD,
 KO0420'NORTH, ON THIS GRAVEL ROAD AND GO 5.2 MILES TO A ROAD ON RIGHT,
 KO0420'EAST.  TURN RIGHT, EAST, AND GO 0.9 MILE TO A RED TARGET IN
 KO0420'CEDAR TREE AND A BUREAU OF RECLAMATION BENCH MARK JUST WEST OF
 KO0420'THE TREE.  CONTINUE ON TRACK ROAD 0.3 MILE TO FORK AT WEST
 KO0420'EDGE OF A GRAVEL PIT.  TAKE RIGHT FORK AND GO 0.3 MILE TO
 KO0420'JUNCTION OF THE OLD HOLDEN TO OAK CITY ROAD.  TURN BACK
 KO0420'LEFT, NORTHWEST, AND GO ABOUT 0.1 MILE TO A POINT ABOVE THE
 KO0420'SAND PIT AND A DIM TRACK ROAD LEADS OFF ON THE RIGHT (POLE
 KO0420'AND FLAG CAN BE SEEN AT THE STATION FROM HERE).  FOLLOW TRACK
 KO0420'ROAD NORTHEAST A SHORT DISTANCE.  THENCE LEAVE THE ROAD TO
 KO0420'LEFT AND PICK WAY ACROSS COUNTRY AND FOLLOW UP A RIDGE FOR
 KO0420'A TOTAL DISTANCE OF ABOUT 0.9 MILE TO STATION.  A JEEP IS
 KO0420'NEEDED FOR THIS CROSS COUNTRY DRIVE AS IT IS VERY SANDY IN
 KO0420'PARTS.
 KO0420
 KO0420                          STATION RECOVERY (1953)
 KO0420
 KO0420'RECOVERY NOTE BY US FOREST SERVICE 1953 (GCS)
 KO0420'STATION AND REFERENCE MARKS 1 AND 3 RECOVERED IN GOOD CONDITION.
 KO0420'REFERENCE MARK 2 NOT FOUND.
 KO0420'
 KO0420'ORIGINAL DESCRIPTION WOULD BE HARD TO FOLLOW.  A BETTER WAY TO
 KO0420'REACH THE STATION WOULD BE AS FOLLOWS--FROM OAK CITY, UTAH,
 KO0420'FOLLOW THE OLD ROAD TO HOLDEN, UTAH, SOUTH 7.2 MILES TO A LOW
 KO0420'SUMMIT AND USGS BM 11 JDB, 93 FEET SOUTHWEST OF ROAD.  FROM THIS
 KO0420'POINT, PACK ENE 1/2 MILE TO STATION AT WEST END OF BARE RIDGE.
 KO0420'A 10-15 MINUTE WALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0033 ***********************************************************************
 JN0033  DESIGNATION -  M 111
 JN0033  PID         -  JN0033
 JN0033  STATE/COUNTY-  UT/WAYNE
 JN0033  COUNTRY     -  US
 JN0033  USGS QUAD   -  HANKSVILLE (2017)
 JN0033
 JN0033                         *CURRENT SURVEY CONTROL
 JN0033  ______________________________________________________________________
 JN0033* NAD 83(1986) POSITION- 38 21 47.     (N) 110 42 16.     (W)   SCALED
 JN0033* NAVD 88 ORTHO HEIGHT -  1334.330 (meters)     4377.71  (feet) ADJUSTED
 JN0033  ______________________________________________________________________
 JN0033  GEOID HEIGHT    -        -20.315 (meters)                     GEOID18
 JN0033  DYNAMIC HEIGHT  -       1332.967 (meters)     4373.24  (feet) COMP
 JN0033  MODELED GRAVITY -    979,561.7   (mgal)                       NAVD 88
 JN0033
 JN0033  VERT ORDER      -  FIRST     CLASS II
 JN0033
 JN0033.The horizontal coordinates were scaled from a map and have
 JN0033.an estimated accuracy of +/- 6 seconds.
 JN0033
 JN0033.The orthometric height was determined by differential leveling and
 JN0033.adjusted by the NATIONAL GEODETIC SURVEY
 JN0033.in June 1991.
 JN0033
 JN0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0033.GEOID18 height accuracy estimate available here.
 JN0033
 JN0033.Click photographs - Photos may exist for this station.
 JN0033
 JN0033.The dynamic height is computed by dividing the NAVD 88
 JN0033.geopotential number by the normal gravity value computed on the
 JN0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0033.degrees latitude (g = 980.6199 gals.).
 JN0033
 JN0033.The modeled gravity was interpolated from observed gravity values.
 JN0033
 JN0033;                    North         East    Units  Estimated Accuracy
 JN0033;SPC UT S     - 3,188,570.      569,530.      MT  (+/- 180 meters Scaled)
 JN0033
 JN0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH258461(NAD 83)
 JN0033
 JN0033                          SUPERSEDED SURVEY CONTROL
 JN0033
 JN0033  NGVD 29 (??/??/92) 1333.294  (m)         4374.32   (f) ADJ UNCH    1 2
 JN0033
 JN0033.Superseded values are not recommended for survey control.
 JN0033
 JN0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0033.See file dsdata.pdf to determine how the superseded data were derived.
 JN0033
 JN0033_MARKER: DB = BENCH MARK DISK
 JN0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0033_STAMPING: M 111 1958
 JN0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0033+STABILITY: SURFACE MOTION
 JN0033
 JN0033  HISTORY     - Date     Condition        Report By
 JN0033  HISTORY     - 1958     MONUMENTED       CGS
 JN0033
 JN0033                          STATION DESCRIPTION
 JN0033
 JN0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0033'1.0 MI SE FROM HANKSVILLE.
 JN0033'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE SCHOOL AT
 JN0033'HANKSVILLE, IN R11E T 28S S22, AT A SUMMIT, 197 FEET NORTHWEST OF THE
 JN0033'CENTER OF THE T JUNCTION OF A GRAVEL ROAD NORTHEAST, 39 FEET NORTHEAST
 JN0033'OF THE CENTER LINE OF THE HIGHWAY, 208 FEET WEST-NORTHWEST OF THE
 JN0033'NORTHEAST APEX OF A SMALL TRIANGLE FORMED BY THE JUNCTION, 2.9 FEET
 JN0033'SOUTHWEST OF A WITNESS POST, 1 FOOT HIGHER THAN THE HIGHWAY, AND SET
 JN0033'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0040 ***********************************************************************
 JN0040  DESIGNATION -  M 112
 JN0040  PID         -  JN0040
 JN0040  STATE/COUNTY-  UT/WAYNE
 JN0040  COUNTRY     -  US
 JN0040  USGS QUAD   -  HANKSVILLE (2017)
 JN0040
 JN0040                         *CURRENT SURVEY CONTROL
 JN0040  ______________________________________________________________________
 JN0040* NAD 83(1986) POSITION- 38 19 24.     (N) 110 40 13.     (W)   SCALED
 JN0040* NAVD 88 ORTHO HEIGHT -  1360.234 (meters)     4462.70  (feet) ADJUSTED
 JN0040  ______________________________________________________________________
 JN0040  GEOID HEIGHT    -        -20.361 (meters)                     GEOID18
 JN0040  DYNAMIC HEIGHT  -       1358.839 (meters)     4458.12  (feet) COMP
 JN0040  MODELED GRAVITY -    979,556.1   (mgal)                       NAVD 88
 JN0040
 JN0040  VERT ORDER      -  FIRST     CLASS II
 JN0040
 JN0040.The horizontal coordinates were scaled from a map and have
 JN0040.an estimated accuracy of +/- 6 seconds.
 JN0040
 JN0040.The orthometric height was determined by differential leveling and
 JN0040.adjusted by the NATIONAL GEODETIC SURVEY
 JN0040.in June 1991.
 JN0040
 JN0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0040.GEOID18 height accuracy estimate available here.
 JN0040
 JN0040.Click photographs - Photos may exist for this station.
 JN0040
 JN0040.The dynamic height is computed by dividing the NAVD 88
 JN0040.geopotential number by the normal gravity value computed on the
 JN0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0040.degrees latitude (g = 980.6199 gals.).
 JN0040
 JN0040.The modeled gravity was interpolated from observed gravity values.
 JN0040
 JN0040;                    North         East    Units  Estimated Accuracy
 JN0040;SPC UT S     - 3,184,190.      572,550.      MT  (+/- 180 meters Scaled)
 JN0040
 JN0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH288417(NAD 83)
 JN0040
 JN0040                          SUPERSEDED SURVEY CONTROL
 JN0040
 JN0040  NGVD 29 (??/??/92) 1359.202  (m)         4459.32   (f) ADJ UNCH    1 2
 JN0040
 JN0040.Superseded values are not recommended for survey control.
 JN0040
 JN0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0040.See file dsdata.pdf to determine how the superseded data were derived.
 JN0040
 JN0040_MARKER: DB = BENCH MARK DISK
 JN0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0040_STAMPING: M 112 1958
 JN0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0040+STABILITY: SURFACE MOTION
 JN0040
 JN0040  HISTORY     - Date     Condition        Report By
 JN0040  HISTORY     - 1958     MONUMENTED       CGS
 JN0040
 JN0040                          STATION DESCRIPTION
 JN0040
 JN0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0040'4.8 MI SE FROM HANKSVILLE.
 JN0040'4.8 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE SCHOOL AT
 JN0040'HANKSVILLE, 1.0 MILE SOUTH OF THE CROSSING OF DRY VALLEY WASH, IN R11E
 JN0040'T28S S36, 0.4 MILE NORTHWEST OF THE Y JUNCTION OF A DIRT ROAD
 JN0040'NORTHWEST, 0.1 MILE NORTHWEST OF THE CROSSING OF A SHALLOW WASH, 0.07
 JN0040'MILE NORTHWEST OF THE Y JUNCTION OF A TRACK ROAD SOUTHWEST, 53 FEET
 JN0040'EAST-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3.0 FEET WEST OF A
 JN0040'WITNESS POST, 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 JN0040'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0067 ***********************************************************************
 JN0067  DESIGNATION -  M 113
 JN0067  PID         -  JN0067
 JN0067  STATE/COUNTY-  UT/GARFIELD
 JN0067  COUNTRY     -  US
 JN0067  USGS QUAD   -  RAGGY CANYON (2017)
 JN0067
 JN0067                         *CURRENT SURVEY CONTROL
 JN0067  ______________________________________________________________________
 JN0067* NAD 83(1986) POSITION- 38 02 25.     (N) 110 37 33.     (W)   SCALED
 JN0067* NAVD 88 ORTHO HEIGHT -  1539.320 (meters)     5050.25  (feet) ADJUSTED
 JN0067  ______________________________________________________________________
 JN0067  GEOID HEIGHT    -        -20.299 (meters)                     GEOID18
 JN0067  DYNAMIC HEIGHT  -       1537.666 (meters)     5044.83  (feet) COMP
 JN0067  MODELED GRAVITY -    979,501.2   (mgal)                       NAVD 88
 JN0067
 JN0067  VERT ORDER      -  FIRST     CLASS II
 JN0067
 JN0067.The horizontal coordinates were scaled from a map and have
 JN0067.an estimated accuracy of +/- 6 seconds.
 JN0067
 JN0067.The orthometric height was determined by differential leveling and
 JN0067.adjusted by the NATIONAL GEODETIC SURVEY
 JN0067.in June 1991.
 JN0067
 JN0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0067.GEOID18 height accuracy estimate available here.
 JN0067
 JN0067.Click photographs - Photos may exist for this station.
 JN0067
 JN0067.The dynamic height is computed by dividing the NAVD 88
 JN0067.geopotential number by the normal gravity value computed on the
 JN0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0067.degrees latitude (g = 980.6199 gals.).
 JN0067
 JN0067.The modeled gravity was interpolated from observed gravity values.
 JN0067
 JN0067;                    North         East    Units  Estimated Accuracy
 JN0067;SPC UT S     - 3,152,810.      576,730.      MT  (+/- 180 meters Scaled)
 JN0067
 JN0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH328103(NAD 83)
 JN0067
 JN0067                          SUPERSEDED SURVEY CONTROL
 JN0067
 JN0067  NGVD 29 (??/??/92) 1538.272  (m)         5046.81   (f) ADJ UNCH    1 2
 JN0067
 JN0067.Superseded values are not recommended for survey control.
 JN0067
 JN0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0067.See file dsdata.pdf to determine how the superseded data were derived.
 JN0067
 JN0067_MARKER: DB = BENCH MARK DISK
 JN0067_SETTING: 66 = SET IN ROCK OUTCROP
 JN0067_STAMPING: M 113 1958
 JN0067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0067+STABILITY: POSITION/ELEVATION WELL
 JN0067
 JN0067  HISTORY     - Date     Condition        Report By
 JN0067  HISTORY     - 1958     MONUMENTED       CGS
 JN0067
 JN0067                          STATION DESCRIPTION
 JN0067
 JN0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0067'26.55 MI SE FROM HANKSVILLE.
 JN0067'ABOUT 26.55 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE
 JN0067'SCHOOL AT HANKSVILLE, IN R12E T32S S7, 0.15 MILE NORTHWEST OF THE
 JN0067'JUNCTION OF A ROAD SOUTHEAST TO TRACHYTE RANCH, AT THE POINT WHERE THE
 JN0067'HIGHWAY PASSES THE NORTHEAST BASE OF A MASSIVE REDDISCH-BROWN
 JN0067'SANDSTONE OUTCROP, SET VERTICALLY IN THE NORTHEAST FACE OF THE
 JN0067'OUTCROP, 55 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 JN0067'3 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0024 ***********************************************************************
 HN0024  DESIGNATION -  M 114
 HN0024  PID         -  HN0024
 HN0024  STATE/COUNTY-  UT/SAN JUAN
 HN0024  COUNTRY     -  US
 HN0024  USGS QUAD   -  HITE SOUTH (2017)
 HN0024
 HN0024                         *CURRENT SURVEY CONTROL
 HN0024  ______________________________________________________________________
 HN0024* NAD 83(1986) POSITION- 37 49 08.     (N) 110 24 15.     (W)   SCALED
 HN0024* NAVD 88 ORTHO HEIGHT -  1119.736 (meters)     3673.67  (feet) ADJUSTED
 HN0024  ______________________________________________________________________
 HN0024  GEOID HEIGHT    -        -21.217 (meters)                     GEOID18
 HN0024  DYNAMIC HEIGHT  -       1118.580 (meters)     3669.87  (feet) COMP
 HN0024  MODELED GRAVITY -    979,560.3   (mgal)                       NAVD 88
 HN0024
 HN0024  VERT ORDER      -  FIRST     CLASS II
 HN0024
 HN0024.The horizontal coordinates were scaled from a map and have
 HN0024.an estimated accuracy of +/- 6 seconds.
 HN0024
 HN0024.The orthometric height was determined by differential leveling and
 HN0024.adjusted by the NATIONAL GEODETIC SURVEY
 HN0024.in June 1991.
 HN0024
 HN0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0024.GEOID18 height accuracy estimate available here.
 HN0024
 HN0024.Click photographs - Photos may exist for this station.
 HN0024
 HN0024.The dynamic height is computed by dividing the NAVD 88
 HN0024.geopotential number by the normal gravity value computed on the
 HN0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0024.degrees latitude (g = 980.6199 gals.).
 HN0024
 HN0024.The modeled gravity was interpolated from observed gravity values.
 HN0024
 HN0024;                    North         East    Units  Estimated Accuracy
 HN0024;SPC UT S     - 3,128,440.      596,480.      MT  (+/- 180 meters Scaled)
 HN0024
 HN0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG524858(NAD 83)
 HN0024
 HN0024                          SUPERSEDED SURVEY CONTROL
 HN0024
 HN0024  NGVD 29 (??/??/92) 1118.776  (m)         3670.52   (f) ADJ UNCH    1 2
 HN0024
 HN0024.Superseded values are not recommended for survey control.
 HN0024
 HN0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0024.See file dsdata.pdf to determine how the superseded data were derived.
 HN0024
 HN0024_MARKER: DB = BENCH MARK DISK
 HN0024_SETTING: 66 = SET IN ROCK OUTCROP
 HN0024_STAMPING: M 114 1958
 HN0024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0024+STABILITY: POSITION/ELEVATION WELL
 HN0024
 HN0024  HISTORY     - Date     Condition        Report By
 HN0024  HISTORY     - 1958     MONUMENTED       CGS
 HN0024
 HN0024                          STATION DESCRIPTION
 HN0024
 HN0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0024'25.00 MI NW FROM FRY CANYON.
 HN0024'ABOUT 25.0 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0024'AT FRY CANYON, ON A HIGH BLUFF OVERLOOKING THE MOUTH OF FARLEY CANYON,
 HN0024'200 YARDS EAST OF THE CROSSING OF A WASH, AT THE SOUTHEAST END OF A
 HN0024'CURVE, IN THE TOP OF AN OUTCROPPING OF BEDROCK ON THE SOUTHWEST BANK
 HN0024'OF A WASH, 51 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 1/2
 HN0024'FEET EAST OF A CAIRN AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0051 ***********************************************************************
 HN0051  DESIGNATION -  M 115
 HN0051  PID         -  HN0051
 HN0051  STATE/COUNTY-  UT/SAN JUAN
 HN0051  COUNTRY     -  US
 HN0051  USGS QUAD   -  JACOBS CHAIR (2017)
 HN0051
 HN0051                         *CURRENT SURVEY CONTROL
 HN0051  ______________________________________________________________________
 HN0051* NAD 83(1986) POSITION- 37 39 59.     (N) 110 11 40.     (W)   SCALED
 HN0051* NAVD 88 ORTHO HEIGHT -  1571.268 (meters)     5155.07  (feet) ADJUSTED
 HN0051  ______________________________________________________________________
 HN0051  GEOID HEIGHT    -        -20.479 (meters)                     GEOID18
 HN0051  DYNAMIC HEIGHT  -       1569.521 (meters)     5149.34  (feet) COMP
 HN0051  MODELED GRAVITY -    979,463.4   (mgal)                       NAVD 88
 HN0051
 HN0051  VERT ORDER      -  FIRST     CLASS II
 HN0051
 HN0051.The horizontal coordinates were scaled from a map and have
 HN0051.an estimated accuracy of +/- 6 seconds.
 HN0051
 HN0051.The orthometric height was determined by differential leveling and
 HN0051.adjusted by the NATIONAL GEODETIC SURVEY
 HN0051.in June 1991.
 HN0051
 HN0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0051.GEOID18 height accuracy estimate available here.
 HN0051
 HN0051.Click photographs - Photos may exist for this station.
 HN0051
 HN0051.The dynamic height is computed by dividing the NAVD 88
 HN0051.geopotential number by the normal gravity value computed on the
 HN0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0051.degrees latitude (g = 980.6199 gals.).
 HN0051
 HN0051.The modeled gravity was interpolated from observed gravity values.
 HN0051
 HN0051;                    North         East    Units  Estimated Accuracy
 HN0051;SPC UT S     - 3,111,760.      615,180.      MT  (+/- 180 meters Scaled)
 HN0051
 HN0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG710691(NAD 83)
 HN0051
 HN0051                          SUPERSEDED SURVEY CONTROL
 HN0051
 HN0051  NGVD 29 (??/??/92) 1570.251  (m)         5151.73   (f) ADJ UNCH    1 2
 HN0051
 HN0051.Superseded values are not recommended for survey control.
 HN0051
 HN0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0051.See file dsdata.pdf to determine how the superseded data were derived.
 HN0051
 HN0051_MARKER: DB = BENCH MARK DISK
 HN0051_SETTING: 66 = SET IN ROCK OUTCROP
 HN0051_STAMPING: M 115 1958
 HN0051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0051+STABILITY: POSITION/ELEVATION WELL
 HN0051
 HN0051  HISTORY     - Date     Condition        Report By
 HN0051  HISTORY     - 1958     MONUMENTED       CGS
 HN0051
 HN0051                          STATION DESCRIPTION
 HN0051
 HN0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0051'3.15 MI NW FROM FRY CANYON.
 HN0051'ABOUT 3.15 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0051'AT FRY CANYON, 80 YARDS SOUTHEAST OF THE CENTER OF THE CROSSING OF A
 HN0051'WASH, IN THE TOP OF A LARGE FLAT SANDSTONE OUTCROP, 94 FEET SOUTHWEST
 HN0051'OF A 15-INCH CEDAR TREE, 31 FEET NORTHEAST OF THE CENTER LINE OF THE
 HN0051'HIGHWAY, 50 FEET WEST OF A PILE OF TIN CANS, 3 FEET SOUTHEAST OF A
 HN0051'CAIRN AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0277 ***********************************************************************
 HM0277  DESIGNATION -  M 116
 HM0277  PID         -  HM0277
 HM0277  STATE/COUNTY-  UT/SAN JUAN
 HM0277  COUNTRY     -  US
 HM0277  USGS QUAD   -  KANE GULCH (2017)
 HM0277
 HM0277                         *CURRENT SURVEY CONTROL
 HM0277  ______________________________________________________________________
 HM0277* NAD 83(1986) POSITION- 37 34 39.     (N) 109 53 11.     (W)   SCALED
 HM0277* NAVD 88 ORTHO HEIGHT -  2096.898 (meters)     6879.57  (feet) ADJUSTED
 HM0277  ______________________________________________________________________
 HM0277  GEOID HEIGHT    -        -19.530 (meters)                     GEOID18
 HM0277  DYNAMIC HEIGHT  -       2094.398 (meters)     6871.37  (feet) COMP
 HM0277  MODELED GRAVITY -    979,362.2   (mgal)                       NAVD 88
 HM0277
 HM0277  VERT ORDER      -  FIRST     CLASS II
 HM0277
 HM0277.The horizontal coordinates were scaled from a map and have
 HM0277.an estimated accuracy of +/- 6 seconds.
 HM0277
 HM0277.The orthometric height was determined by differential leveling and
 HM0277.adjusted by the NATIONAL GEODETIC SURVEY
 HM0277.in June 1991.
 HM0277
 HM0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0277.GEOID18 height accuracy estimate available here.
 HM0277
 HM0277.Click photographs - Photos may exist for this station.
 HM0277
 HM0277.The dynamic height is computed by dividing the NAVD 88
 HM0277.geopotential number by the normal gravity value computed on the
 HM0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0277.degrees latitude (g = 980.6199 gals.).
 HM0277
 HM0277.The modeled gravity was interpolated from observed gravity values.
 HM0277
 HM0277;                    North         East    Units  Estimated Accuracy
 HM0277;SPC UT S     - 3,102,320.      642,520.      MT  (+/- 180 meters Scaled)
 HM0277
 HM0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG983595(NAD 83)
 HM0277
 HM0277                          SUPERSEDED SURVEY CONTROL
 HM0277
 HM0277  NGVD 29 (??/??/92) 2095.789  (m)         6875.93   (f) ADJ UNCH    1 2
 HM0277
 HM0277.Superseded values are not recommended for survey control.
 HM0277
 HM0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0277.See file dsdata.pdf to determine how the superseded data were derived.
 HM0277
 HM0277_MARKER: DB = BENCH MARK DISK
 HM0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0277_STAMPING: M 116 1958
 HM0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0277+STABILITY: SURFACE MOTION
 HM0277
 HM0277  HISTORY     - Date     Condition        Report By
 HM0277  HISTORY     - 1958     MONUMENTED       CGS
 HM0277  HISTORY     - 1979     GOOD             USGS
 HM0277  HISTORY     - 1979     GOOD             USGS
 HM0277
 HM0277                          STATION DESCRIPTION
 HM0277
 HM0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HM0277'22.4 MI SE FROM FRY CANYON.
 HM0277'ABOUT 22.4 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HM0277'AT FRY CANYON, 420 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 HM0277'STATE HIGHWAY 261 SOUTH TO MEXICAN HAT, 145 FEET EAST OF THE CENTER
 HM0277'LINE OF HIGHWAY 261, 61 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY
 HM0277'95, 2.6 FEET SOUTHEAST OF A WITNESS POST, LEVEL WITH THE HIGHWAYS AND
 HM0277'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- COPPER NAIL
 HM0277'AND WASHER BENCH MARK IS LOCATED 73 FEET SOUTHEAST OF THE ABOVE BENCH
 HM0277'MARK, 79 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 95 IN THE
 HM0277'WEST ROOT OF A 12-INCH PINE TREE WITH TRIANGULAR BLAZE., AND STAMPED
 HM0277'AH.
 HM0277
 HM0277                          STATION RECOVERY (1979)
 HM0277
 HM0277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0277'ABOUT 4.3 MILES SOUTH ALONG HIGHWAY 163 FROM POST OFFICE IN BLANDING
 HM0277'TO JUNCTION OLD HIGHWAY 95; WEST 28.6 MILES TO JUNCTION HIGHWAY 261
 HM0277'SOUTH; SOUTH 0.05 MILES TO JUNCTION OLD HIGHWAY 95; EAST SOUTHEAST
 HM0277'0.05 MILES ALONG OLD HIGHWAY GRADE TO BM ON RIGHT; 420 FEET SOUTH-
 HM0277'EAST OF JUNCTION HIGHWAY 261 AND OLD HIGHWAY 95; 145 FEET EAST OF
 HM0277'CENTER OF HIGHWAY 261; 61 FEET SOUTH OF CENTER OF OLD HIGHWAY 95; 2.6
 HM0277'FEET SOUTHEAST OF WITNESS POST; LEVEL WITH OLD HIGHWAY GRADE AND IN
 HM0277'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HM0277
 HM0277                          STATION RECOVERY (1979)
 HM0277
 HM0277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0277'ABOUT 4.3 MILES SOUTH ALONG HIGHWAY 163 FROM POST OFFICE IN BLANDING
 HM0277'TO JUNCTION OLD HIGHWAY 95; WEST 28.6 MILES TO JUNCTION HIGHWAY 261
 HM0277'SOUTH; SOUTH 0.05 MILES TO JUNCTION OLD HIGHWAY 95; EAST SOUTHEAST
 HM0277'0.05 MILES ALONG OLD HIGHWAY GRADE TO BM ON RIGHT; 420 FEET SOUTH-
 HM0277'EAST OF JUNCTION HIGHWAY 261 AND OLD HIGHWAY 95; 145 FEET EAST OF
 HM0277'CENTER OF HIGHWAY 261; 61 FEET SOUTH OF CENTER OF OLD HIGHWAY 95; 2.6
 HM0277'FEET SOUTHEAST OF WITNESS POST; LEVEL WITH OLD HIGHWAY GRADE AND IN
 HM0277'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0301 ***********************************************************************
 HM0301  DESIGNATION -  M 117
 HM0301  PID         -  HM0301
 HM0301  STATE/COUNTY-  UT/SAN JUAN
 HM0301  COUNTRY     -  US
 HM0301  USGS QUAD   -  HOTEL ROCK (2017)
 HM0301
 HM0301                         *CURRENT SURVEY CONTROL
 HM0301  ______________________________________________________________________
 HM0301* NAD 83(1986) POSITION- 37 34 14.     (N) 109 39 37.     (W)   SCALED
 HM0301* NAVD 88 ORTHO HEIGHT -  1743.570 (meters)     5720.36  (feet) ADJUSTED
 HM0301  ______________________________________________________________________
 HM0301  GEOID HEIGHT    -        -19.801 (meters)                     GEOID18
 HM0301  DYNAMIC HEIGHT  -       1741.580 (meters)     5713.83  (feet) COMP
 HM0301  MODELED GRAVITY -    979,426.8   (mgal)                       NAVD 88
 HM0301
 HM0301  VERT ORDER      -  FIRST     CLASS II
 HM0301
 HM0301.The horizontal coordinates were scaled from a map and have
 HM0301.an estimated accuracy of +/- 6 seconds.
 HM0301
 HM0301.The orthometric height was determined by differential leveling and
 HM0301.adjusted by the NATIONAL GEODETIC SURVEY
 HM0301.in June 1991.
 HM0301
 HM0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0301.GEOID18 height accuracy estimate available here.
 HM0301
 HM0301.Click photographs - Photos may exist for this station.
 HM0301
 HM0301.The dynamic height is computed by dividing the NAVD 88
 HM0301.geopotential number by the normal gravity value computed on the
 HM0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0301.degrees latitude (g = 980.6199 gals.).
 HM0301
 HM0301.The modeled gravity was interpolated from observed gravity values.
 HM0301
 HM0301;                    North         East    Units  Estimated Accuracy
 HM0301;SPC UT S     - 3,101,920.      662,510.      MT  (+/- 180 meters Scaled)
 HM0301
 HM0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG183590(NAD 83)
 HM0301
 HM0301                          SUPERSEDED SURVEY CONTROL
 HM0301
 HM0301  NGVD 29 (??/??/92) 1742.547  (m)         5717.01   (f) ADJ UNCH    1 2
 HM0301
 HM0301.Superseded values are not recommended for survey control.
 HM0301
 HM0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0301.See file dsdata.pdf to determine how the superseded data were derived.
 HM0301
 HM0301_MARKER: DB = BENCH MARK DISK
 HM0301_SETTING: 66 = SET IN ROCK OUTCROP
 HM0301_STAMPING: M 117 1958
 HM0301_MARK LOGO: CGS
 HM0301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0301+STABILITY: POSITION/ELEVATION WELL
 HM0301
 HM0301  HISTORY     - Date     Condition        Report By
 HM0301  HISTORY     - 1958     MONUMENTED       CGS
 HM0301  HISTORY     - 1959     GOOD             CGS
 HM0301  HISTORY     - 1979     MARK NOT FOUND   USGS
 HM0301  HISTORY     - 1979     MARK NOT FOUND   USGS
 HM0301
 HM0301                          STATION DESCRIPTION
 HM0301
 HM0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0301'16.25 MI SW FROM BLANDING.
 HM0301'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0301'BLANDING, THENCE 12.35 MILES WEST ALONG STATE HIGHWAY 95, ON THE
 HM0301'OUTSIDE OF A SWITCH BACK, SET VERTICALLY IN THE SOUTHEAST FACE OF A
 HM0301'HIGH SANDSTONE CUT, 60 FEET NORTH OF THE CENTER OF THE SWITCHBACK, 21
 HM0301'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.5 FEET SOUTHWEST
 HM0301'OF A WITNESS POST, ABOUT 5 FEET ABOVE THE GROUND AND ABOUT 2 1/2 FEET
 HM0301'HIGHER THAN THE HIGHWAY.
 HM0301
 HM0301                          STATION RECOVERY (1979)
 HM0301
 HM0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0301'MARK NOT FOUND.
 HM0301
 HM0301                          STATION RECOVERY (1979)
 HM0301
 HM0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0301'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0342 ***********************************************************************
 HN0342  DESIGNATION -  M 12
 HN0342  PID         -  HN0342
 HN0342  STATE/COUNTY-  UT/GARFIELD
 HN0342  COUNTRY     -  US
 HN0342  USGS QUAD   -  BITTER CREEK DIVIDE (2017)
 HN0342
 HN0342                         *CURRENT SURVEY CONTROL
 HN0342  ______________________________________________________________________
 HN0342* NAD 83(1986) POSITION- 37 59 07.     (N) 111 04 17.     (W)   SCALED
 HN0342* NAVD 88 ORTHO HEIGHT -  1704.351 (meters)     5591.69  (feet) POSTED
 HN0342  ______________________________________________________________________
 HN0342  GEOID HEIGHT    -        -19.983 (meters)                     GEOID18
 HN0342  DYNAMIC HEIGHT  -       1702.43  (meters)     5585.4   (feet) COMP
 HN0342  MODELED GRAVITY -    979,444.2   (mgal)                       NAVD 88
 HN0342
 HN0342  VERT ORDER      -  * POSTED, SEE BELOW
 HN0342
 HN0342.The horizontal coordinates were scaled from a map and have
 HN0342.an estimated accuracy of +/- 6 seconds.
 HN0342
 HN0342.The orthometric height was determined by differential leveling
 HN0342.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0342
 HN0342.* This is a POSTED BENCH MARK height.
 HN0342
 HN0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0342.GEOID18 height accuracy estimate available here.
 HN0342
 HN0342.Click photographs - Photos may exist for this station.
 HN0342
 HN0342.The dynamic height is computed by dividing the NAVD 88
 HN0342.geopotential number by the normal gravity value computed on the
 HN0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0342.degrees latitude (g = 980.6199 gals.).
 HN0342
 HN0342.The modeled gravity was interpolated from observed gravity values.
 HN0342
 HN0342;                    North         East    Units  Estimated Accuracy
 HN0342;SPC UT S     - 3,146,430.      537,650.      MT  (+/- 180 meters Scaled)
 HN0342
 HN0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH937041(NAD 83)
 HN0342
 HN0342                          SUPERSEDED SURVEY CONTROL
 HN0342
 HN0342  NGVD 29 (??/??/92) 1703.147  (m)         5587.74   (f) ADJ UNCH    1 2
 HN0342
 HN0342.Superseded values are not recommended for survey control.
 HN0342
 HN0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0342.See file dsdata.pdf to determine how the superseded data were derived.
 HN0342
 HN0342_MARKER: DB = BENCH MARK DISK
 HN0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0342_STAMPING: M 12 1921
 HN0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0342+STABILITY: SURFACE MOTION
 HN0342
 HN0342  HISTORY     - Date     Condition        Report By
 HN0342  HISTORY     - 1921     MONUMENTED       CGS
 HN0342  HISTORY     - 1952     GOOD             USGS
 HN0342  HISTORY     - 1982     GOOD             USGS
 HN0342  HISTORY     - 1982     GOOD             USGS
 HN0342
 HN0342                          STATION DESCRIPTION
 HN0342
 HN0342'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HN0342'8.1 MI S FROM SANDY RANCH.
 HN0342'8.1 MILES SOUTH OF THE BEND OF THE ROAD AT THE ENTRANCE TO SANDY
 HN0342'RANCH, (FORMERLY BOWNS RANCH) RANCH HOUSE, 900 FEET EAST OF THE ROAD,
 HN0342'700 FEET EAST OF AN OYSTER SHELL REEF, 250 FEET WEST OF A LOW NORTH
 HN0342'AND SOUTH RIDGE IN A SMALL SADDLE.  A STANDARD DISK STAMPED M 12 1921
 HN0342'AND SET IN THE TOP OF A CONCRETE POST.
 HN0342
 HN0342                          STATION RECOVERY (1982)
 HN0342
 HN0342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0342'ENTRANCE TO SANDY RANCH, 8.1 MI. S. OF 7.1 MILES SOUTH OF SANDY RANCH
 HN0342'JUNCTION TO CEDAR MESA CAMPGROUND TURNOFF, THENCE 1.6 MILES SOUTH
 HN0342'ALONG ROAD, THENCE 245 FEET EAST TO TOP OF OYSTER SHELL REEF, THENCE
 HN0342'607 FEET EAST TO STANDARD DISK STAMPED M-12 1921 SET IN THE TOP OF A
 HN0342'CONCRETE POST ABOUT 0.5 FEET ABOVE THE GROUND.
 HN0342
 HN0342                          STATION RECOVERY (1982)
 HN0342
 HN0342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0342'ENTRANCE TO SANDY RANCH, 8.1 MI. S. OF 7.1 MILES SOUTH OF SANDY RANCH
 HN0342'JUNCTION TO CEDAR MESA CAMPGROUND TURNOFF, THENCE 1.6 MILES SOUTH
 HN0342'ALONG ROAD, THENCE 245 FEET EAST TO TOP OF OYSTER SHELL REEF, THENCE
 HN0342'607 FEET EAST TO STANDARD DISK STAMPED M-12 1921 SET IN THE TOP OF A
 HN0342'CONCRETE POST ABOUT 0.5 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0016 ***********************************************************************
 LO0016  DESIGNATION -  M 12
 LO0016  PID         -  LO0016
 LO0016  STATE/COUNTY-  UT/DUCHESNE
 LO0016  COUNTRY     -  US
 LO0016  USGS QUAD   -  BRIDGELAND (2017)
 LO0016
 LO0016                         *CURRENT SURVEY CONTROL
 LO0016  ______________________________________________________________________
 LO0016* NAD 83(1986) POSITION- 40 09 37.     (N) 110 10 00.     (W)   SCALED
 LO0016* NAVD 88 ORTHO HEIGHT -  1593.580 (meters)     5228.27  (feet) ADJUSTED
 LO0016  ______________________________________________________________________
 LO0016  GEOID HEIGHT    -        -17.681 (meters)                     GEOID18
 LO0016  DYNAMIC HEIGHT  -       1592.074 (meters)     5223.33  (feet) COMP
 LO0016  MODELED GRAVITY -    979,625.8   (mgal)                       NAVD 88
 LO0016
 LO0016  VERT ORDER      -  FIRST     CLASS II
 LO0016
 LO0016.The horizontal coordinates were scaled from a map and have
 LO0016.an estimated accuracy of +/- 6 seconds.
 LO0016
 LO0016.The orthometric height was determined by differential leveling and
 LO0016.adjusted by the NATIONAL GEODETIC SURVEY
 LO0016.in June 1991.
 LO0016
 LO0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0016.GEOID18 height accuracy estimate available here.
 LO0016
 LO0016.Click photographs - Photos may exist for this station.
 LO0016
 LO0016.The dynamic height is computed by dividing the NAVD 88
 LO0016.geopotential number by the normal gravity value computed on the
 LO0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0016.degrees latitude (g = 980.6199 gals.).
 LO0016
 LO0016.The modeled gravity was interpolated from observed gravity values.
 LO0016
 LO0016;                    North         East    Units  Estimated Accuracy
 LO0016;SPC UT C     - 2,203,670.      613,580.      MT  (+/- 180 meters Scaled)
 LO0016
 LO0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK709458(NAD 83)
 LO0016
 LO0016                          SUPERSEDED SURVEY CONTROL
 LO0016
 LO0016  NGVD 29 (??/??/92) 1592.324  (m)         5224.15   (f) ADJ UNCH    1 2
 LO0016
 LO0016.Superseded values are not recommended for survey control.
 LO0016
 LO0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0016.See file dsdata.pdf to determine how the superseded data were derived.
 LO0016
 LO0016_MARKER: DB = BENCH MARK DISK
 LO0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0016_SP_SET: CULVERT
 LO0016_STAMPING: M 12 1934
 LO0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0016
 LO0016  HISTORY     - Date     Condition        Report By
 LO0016  HISTORY     - 1934     MONUMENTED       USGS
 LO0016  HISTORY     - 1934     GOOD             CGS
 LO0016
 LO0016                          STATION DESCRIPTION
 LO0016
 LO0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0016'5.6 MI SW FROM MYTON.
 LO0016'5.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE CITY WATER TOWER AT
 LO0016'MYTON, DUCHESNE COUNTY, 20 FEET SOUTH OF A POINT 15 FEET WEST OF A
 LO0016'ROAD CROSSING, AT A CONCRETE CULVERT, AND IN THE TOP OF THE SOUTH HEAD
 LO0016'WALL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED M 12
 LO0016'1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0276 ***********************************************************************
 HO0276  DESIGNATION -  M 123
 HO0276  PID         -  HO0276
 HO0276  STATE/COUNTY-  UT/WASHINGTON
 HO0276  COUNTRY     -  US
 HO0276  USGS QUAD   -  VEYO (2017)
 HO0276
 HO0276                         *CURRENT SURVEY CONTROL
 HO0276  ______________________________________________________________________
 HO0276* NAD 83(1986) POSITION- 37 21 29.9    (N) 113 40 32.6    (W)   HD_HELD2
 HO0276* NAVD 88 ORTHO HEIGHT -  1477.998 (meters)     4849.07  (feet) ADJUSTED
 HO0276  ______________________________________________________________________
 HO0276  GEOID HEIGHT    -        -23.732 (meters)                     GEOID18
 HO0276  DYNAMIC HEIGHT  -       1476.338 (meters)     4843.62  (feet) COMP
 HO0276  MODELED GRAVITY -    979,455.8   (mgal)                       NAVD 88
 HO0276
 HO0276  VERT ORDER      -  SECOND    CLASS 0
 HO0276
 HO0276.The horizontal coordinates were established by autonomous hand held GPS
 HO0276.observations and have an estimated accuracy of +/- 10 meters.
 HO0276
 HO0276.The orthometric height was determined by differential leveling and
 HO0276.adjusted by the NATIONAL GEODETIC SURVEY
 HO0276.in June 1991.
 HO0276
 HO0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0276.GEOID18 height accuracy estimate available here.
 HO0276
 HO0276.Click photographs - Photos may exist for this station.
 HO0276
 HO0276.The dynamic height is computed by dividing the NAVD 88
 HO0276.geopotential number by the normal gravity value computed on the
 HO0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0276.degrees latitude (g = 980.6199 gals.).
 HO0276
 HO0276.The modeled gravity was interpolated from observed gravity values.
 HO0276
 HO0276;                    North         East    Units  Estimated Accuracy
 HO0276;SPC UT S     - 3,079,002.      307,269.      MT  (+/- 10 meters HH2 GPS)
 HO0276
 HO0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG6302337980(NAD 83)
 HO0276
 HO0276                          SUPERSEDED SURVEY CONTROL
 HO0276
 HO0276  NGVD 29 (??/??/92) 1476.976  (m)         4845.71   (f) ADJ UNCH    2 0
 HO0276
 HO0276.Superseded values are not recommended for survey control.
 HO0276
 HO0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0276.See file dsdata.pdf to determine how the superseded data were derived.
 HO0276
 HO0276_MARKER: DB = BENCH MARK DISK
 HO0276_SETTING: 80 = SET IN A BOULDER
 HO0276_STAMPING: M 123 1934
 HO0276_MARK LOGO: CGS
 HO0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0276+STABILITY: SURFACE MOTION
 HO0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0276+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2004
 HO0276
 HO0276  HISTORY     - Date     Condition        Report By
 HO0276  HISTORY     - 1934     MONUMENTED       CGS
 HO0276  HISTORY     - 1972     GOOD             USFS
 HO0276  HISTORY     - 20040426 GOOD             GEOCAC
 HO0276
 HO0276                          STATION DESCRIPTION
 HO0276
 HO0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0276'1.8 MI N FROM VEYO.
 HO0276'1.8 MILES NORTH ALONG THE 1934 ROUTE OF STATE HIGHWAY 18 FROM VEYO,
 HO0276'WASHINGTON COUNTY, 300 FEET SOUTH OF THE POINT WHERE A HIGH-TENSION
 HO0276'POWER LINE CROSSES THE ROAD, 15 FEET EAST OF THE CENTERLINE OF THE OLD
 HO0276'HIGHWAY, IN THE TOP OF A LARGE LAVA BOULDER, AND ABOUT 5 FEET HIGHER
 HO0276'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED M 123 1934.
 HO0276
 HO0276                          STATION RECOVERY (1972)
 HO0276
 HO0276'RECOVERY NOTE BY US FOREST SERVICE 1972
 HO0276'1.8 MILES NORTH ALONG STATE HWY. 18 FROM VEYO, WASHINGTON COUNTY, TO
 HO0276'OLD 1934 HIGHWAY ALIGNMENT ON RIGHT, 275 FEET SW ALONG OLD HIGHWAY,
 HO0276'15 FEET EAST OF CENTERLINE OF OLD HIGHWAY, IN THE TOP OF A LARGE LAVA
 HO0276'BOULDER, AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY. A STANDARD DISK,
 HO0276'STAMPED M 123 1934.
 HO0276
 HO0276                          STATION RECOVERY (2004)
 HO0276
 HO0276'RECOVERY NOTE BY GEOCACHING 2004 (ARH)
 HO0276'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0328 ***********************************************************************
 HO0328  DESIGNATION -  M 124
 HO0328  PID         -  HO0328
 HO0328  STATE/COUNTY-  UT/IRON
 HO0328  COUNTRY     -  US
 HO0328  USGS QUAD   -  MODENA (2017)
 HO0328
 HO0328                         *CURRENT SURVEY CONTROL
 HO0328  ______________________________________________________________________
 HO0328* NAD 83(1986) POSITION- 37 47 41.     (N) 113 53 38.     (W)   SCALED
 HO0328* NAVD 88 ORTHO HEIGHT -  1646.293 (meters)     5401.21  (feet) ADJUSTED
 HO0328  ______________________________________________________________________
 HO0328  GEOID HEIGHT    -        -23.002 (meters)                     GEOID18
 HO0328  DYNAMIC HEIGHT  -       1644.448 (meters)     5395.16  (feet) COMP
 HO0328  MODELED GRAVITY -    979,451.2   (mgal)                       NAVD 88
 HO0328
 HO0328  VERT ORDER      -  SECOND    CLASS 0
 HO0328
 HO0328.The horizontal coordinates were scaled from a map and have
 HO0328.an estimated accuracy of +/- 6 seconds.
 HO0328
 HO0328.The orthometric height was determined by differential leveling and
 HO0328.adjusted by the NATIONAL GEODETIC SURVEY
 HO0328.in June 1991.
 HO0328
 HO0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0328.GEOID18 height accuracy estimate available here.
 HO0328
 HO0328.Click photographs - Photos may exist for this station.
 HO0328
 HO0328.The dynamic height is computed by dividing the NAVD 88
 HO0328.geopotential number by the normal gravity value computed on the
 HO0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0328.degrees latitude (g = 980.6199 gals.).
 HO0328
 HO0328.The modeled gravity was interpolated from observed gravity values.
 HO0328
 HO0328;                    North         East    Units  Estimated Accuracy
 HO0328;SPC UT S     - 3,127,890.      289,190.      MT  (+/- 180 meters Scaled)
 HO0328
 HO0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG451869(NAD 83)
 HO0328
 HO0328                          SUPERSEDED SURVEY CONTROL
 HO0328
 HO0328  NGVD 29 (??/??/92) 1645.14   (m)         5397.4    (f) COMPUTED    2 0
 HO0328
 HO0328.Superseded values are not recommended for survey control.
 HO0328
 HO0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0328.See file dsdata.pdf to determine how the superseded data were derived.
 HO0328
 HO0328_MARKER: DB = BENCH MARK DISK
 HO0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0328_STAMPING: M 124 1934
 HO0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0328+STABILITY: SURFACE MOTION
 HO0328
 HO0328  HISTORY     - Date     Condition        Report By
 HO0328  HISTORY     - 1934     MONUMENTED       CGS
 HO0328  HISTORY     - 1972     MARK NOT FOUND   USGS
 HO0328
 HO0328                          STATION DESCRIPTION
 HO0328
 HO0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0328'1.8 MI SE FROM MODENA.
 HO0328'1.8 MILES SOUTHEAST ALONG THE 1934 ROUTE OF STATE HIGHWAY 18 FROM
 HO0328'MODENA, IRON COUNTY, 46 FEET SOUTH OF A FENCE CORNER, AND 25 FEET
 HO0328'SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY.  A STANDARD DISK, STAMPED
 HO0328'M 124 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HO0328
 HO0328                          STATION RECOVERY (1972)
 HO0328
 HO0328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HO0328'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0443 ***********************************************************************
 MR0443  DESIGNATION -  M 125
 MR0443  PID         -  MR0443
 MR0443  STATE/COUNTY-  UT/CACHE
 MR0443  COUNTRY     -  US
 MR0443  USGS QUAD   -  LOGAN (2017)
 MR0443
 MR0443                         *CURRENT SURVEY CONTROL
 MR0443  ______________________________________________________________________
 MR0443* NAD 83(1986) POSITION- 41 41 34.     (N) 111 51 56.     (W)   SCALED
 MR0443* NAVD 88 ORTHO HEIGHT -  1366.197 (meters)     4482.26  (feet) ADJUSTED
 MR0443  ______________________________________________________________________
 MR0443  GEOID HEIGHT    -        -15.741 (meters)                     GEOID18
 MR0443  DYNAMIC HEIGHT  -       1365.172 (meters)     4478.90  (feet) COMP
 MR0443  MODELED GRAVITY -    979,826.2   (mgal)                       NAVD 88
 MR0443
 MR0443  VERT ORDER      -  SECOND    CLASS 0
 MR0443
 MR0443.The horizontal coordinates were scaled from a map and have
 MR0443.an estimated accuracy of +/- 6 seconds.
 MR0443
 MR0443.The orthometric height was determined by differential leveling and
 MR0443.adjusted by the NATIONAL GEODETIC SURVEY
 MR0443.in June 1991.
 MR0443
 MR0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0443.GEOID18 height accuracy estimate available here.
 MR0443
 MR0443.Click photographs - Photos may exist for this station.
 MR0443
 MR0443.The dynamic height is computed by dividing the NAVD 88
 MR0443.geopotential number by the normal gravity value computed on the
 MR0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0443.degrees latitude (g = 980.6199 gals.).
 MR0443
 MR0443.The modeled gravity was interpolated from observed gravity values.
 MR0443
 MR0443;                    North         East    Units  Estimated Accuracy
 MR0443;SPC UT N     - 1,151,030.      469,570.      MT  (+/- 180 meters Scaled)
 MR0443
 MR0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM279160(NAD 83)
 MR0443
 MR0443                          SUPERSEDED SURVEY CONTROL
 MR0443
 MR0443  NGVD 29 (??/??/92) 1365.121  (m)         4478.73   (f) ADJ UNCH    2 0
 MR0443
 MR0443.Superseded values are not recommended for survey control.
 MR0443
 MR0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0443.See file dsdata.pdf to determine how the superseded data were derived.
 MR0443
 MR0443_MARKER: DB = BENCH MARK DISK
 MR0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0443_STAMPING: M 125 1934
 MR0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0443+STABILITY: SURFACE MOTION
 MR0443
 MR0443  HISTORY     - Date     Condition        Report By
 MR0443  HISTORY     - 1934     MONUMENTED       CGS
 MR0443
 MR0443                          STATION DESCRIPTION
 MR0443
 MR0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0443'3.9 MI SW FROM LOGAN.
 MR0443'ABOUT 3.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE
 MR0443'AT LOGAN, CACHE COUNTY, ABOUT 300 FEET NORTHEAST OF THE CENTER LINE OF
 MR0443'A DRIVEWAY LEADING TO A SMALL YELLOW BRICK HOUSE SOUTHEAST OF THE
 MR0443'HIGHWAY, 38 FEET NORTHEAST OF THE CENTER LINE OF AN IRRIGATION DITCH,
 MR0443'23 FEET NORTH OF THE CENTER LINE OF A CROSS ROAD, 40 FEET SOUTHEAST OF
 MR0443'THE CENTER LINE OF THE HIGHWAY, 7 FEET NORTH OF THE WEST CORNER OF A
 MR0443'FENCE, AND 6 FEET SOUTH OF A POWER-TRANSMISSION LINE POLE.  A STANDARD
 MR0443'DISK, STAMPED M 125 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0251 ***********************************************************************
 MR0251  DESIGNATION -  M 126
 MR0251  PID         -  MR0251
 MR0251  STATE/COUNTY-  UT/RICH
 MR0251  COUNTRY     -  US
 MR0251  USGS QUAD   -  BEAR LAKE SOUTH (2017)
 MR0251
 MR0251                         *CURRENT SURVEY CONTROL
 MR0251  ______________________________________________________________________
 MR0251* NAD 83(1986) POSITION- 41 53 56.     (N) 111 22 08.     (W)   SCALED
 MR0251* NAVD 88 ORTHO HEIGHT -  1813.973 (meters)     5951.34  (feet) ADJUSTED
 MR0251  ______________________________________________________________________
 MR0251  GEOID HEIGHT    -        -14.464 (meters)                     GEOID18
 MR0251  DYNAMIC HEIGHT  -       1812.524 (meters)     5946.59  (feet) COMP
 MR0251  MODELED GRAVITY -    979,760.0   (mgal)                       NAVD 88
 MR0251
 MR0251  VERT ORDER      -  SECOND    CLASS 0
 MR0251
 MR0251.The horizontal coordinates were scaled from a map and have
 MR0251.an estimated accuracy of +/- 6 seconds.
 MR0251
 MR0251.The orthometric height was determined by differential leveling and
 MR0251.adjusted by the NATIONAL GEODETIC SURVEY
 MR0251.in June 1991.
 MR0251
 MR0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0251.GEOID18 height accuracy estimate available here.
 MR0251
 MR0251.Click photographs - Photos may exist for this station.
 MR0251
 MR0251.The dynamic height is computed by dividing the NAVD 88
 MR0251.geopotential number by the normal gravity value computed on the
 MR0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0251.degrees latitude (g = 980.6199 gals.).
 MR0251
 MR0251.The modeled gravity was interpolated from observed gravity values.
 MR0251
 MR0251;                    North         East    Units  Estimated Accuracy
 MR0251;SPC UT N     - 1,173,870.      510,880.      MT  (+/- 180 meters Scaled)
 MR0251
 MR0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM694386(NAD 83)
 MR0251
 MR0251                          SUPERSEDED SURVEY CONTROL
 MR0251
 MR0251  NGVD 29 (??/??/92) 1812.722  (m)         5947.24   (f) ADJ UNCH    2 0
 MR0251
 MR0251.Superseded values are not recommended for survey control.
 MR0251
 MR0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0251.See file dsdata.pdf to determine how the superseded data were derived.
 MR0251
 MR0251_MARKER: DB = BENCH MARK DISK
 MR0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0251_STAMPING: M 126 1934
 MR0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0251+STABILITY: SURFACE MOTION
 MR0251
 MR0251  HISTORY     - Date     Condition        Report By
 MR0251  HISTORY     - 1934     MONUMENTED       CGS
 MR0251  HISTORY     - 1969     MARK NOT FOUND   USGS
 MR0251
 MR0251                          STATION DESCRIPTION
 MR0251
 MR0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0251'4.1 MI SE FROM GARDEN CITY.
 MR0251'ABOUT 4.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE
 MR0251'AT GARDEN CITY, RICH COUNTY, ABOUT 0.7 MILE SOUTHEAST OF IDEAL BEACH,
 MR0251'ON THE SOUTH SIDE OF A SMALL HILL BETWEEN THE HIGHWAY AND BEAR LAKE,
 MR0251'AT THE OUTSIDE OF A CURVE, 36 FEET SOUTHWEST OF THE CENTER LINE OF A
 MR0251'SIDE ROAD LEADING SOUTHEAST, ABOUT 80 FEET SOUTH OF THE CENTER LINE OF
 MR0251'THE HIGHWAY, 27 FEET EAST OF THE CENTER LINE OF A GATEWAY, AND 3 FEET
 MR0251'NORTH OF A FENCE.  A STANDARD DISK, STAMPED M 126 1934 AND SET IN THE
 MR0251'TOP OF A CONCRETE POST.
 MR0251
 MR0251                          STATION RECOVERY (1969)
 MR0251
 MR0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MR0251'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0272 ***********************************************************************
 JM0272  DESIGNATION -  M 127
 JM0272  PID         -  JM0272
 JM0272  STATE/COUNTY-  UT/SAN JUAN
 JM0272  COUNTRY     -  US
 JM0272  USGS QUAD   -  LA SAL EAST (2017)
 JM0272
 JM0272                         *CURRENT SURVEY CONTROL
 JM0272  ______________________________________________________________________
 JM0272* NAD 83(1986) POSITION- 38 19 46.     (N) 109 08 26.     (W)   SCALED
 JM0272* NAVD 88 ORTHO HEIGHT -  2171.604 (meters)     7124.67  (feet) ADJUSTED
 JM0272  ______________________________________________________________________
 JM0272  GEOID HEIGHT    -        -18.284 (meters)                     GEOID18
 JM0272  DYNAMIC HEIGHT  -       2169.048 (meters)     7116.29  (feet) COMP
 JM0272  MODELED GRAVITY -    979,373.5   (mgal)                       NAVD 88
 JM0272
 JM0272  VERT ORDER      -  SECOND    CLASS 0
 JM0272
 JM0272.The horizontal coordinates were scaled from a map and have
 JM0272.an estimated accuracy of +/- 6 seconds.
 JM0272
 JM0272.The orthometric height was determined by differential leveling and
 JM0272.adjusted by the NATIONAL GEODETIC SURVEY
 JM0272.in June 1991.
 JM0272
 JM0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0272.GEOID18 height accuracy estimate available here.
 JM0272
 JM0272.Click photographs - Photos may exist for this station.
 JM0272
 JM0272.The dynamic height is computed by dividing the NAVD 88
 JM0272.geopotential number by the normal gravity value computed on the
 JM0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0272.degrees latitude (g = 980.6199 gals.).
 JM0272
 JM0272.The modeled gravity was interpolated from observed gravity values.
 JM0272
 JM0272;                    North         East    Units  Estimated Accuracy
 JM0272;SPC UT S     - 3,187,150.      706,280.      MT  (+/- 180 meters Scaled)
 JM0272
 JM0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH625440(NAD 83)
 JM0272
 JM0272                          SUPERSEDED SURVEY CONTROL
 JM0272
 JM0272  NGVD 29 (??/??/92) 2170.395  (m)         7120.70   (f) ADJ UNCH    2 0
 JM0272
 JM0272.Superseded values are not recommended for survey control.
 JM0272
 JM0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0272.See file dsdata.pdf to determine how the superseded data were derived.
 JM0272
 JM0272_MARKER: DB = BENCH MARK DISK
 JM0272_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JM0272_STAMPING: M 127 1934
 JM0272_MARK LOGO: CGS
 JM0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0272
 JM0272  HISTORY     - Date     Condition        Report By
 JM0272  HISTORY     - 1934     MONUMENTED       CGS
 JM0272  HISTORY     - 1981     GOOD             USGS
 JM0272
 JM0272                          STATION DESCRIPTION
 JM0272
 JM0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0272'7.8 MI E FROM LA SAL.
 JM0272'7.8 MILES EAST ALONG STATE HIGHWAY 46 FROM THE POST OFFICE AT LA SAL,
 JM0272'SAN JUAN COUNTY, 150 FEET WEST OF THE SUMMIT OF A RIDGE, 125 FEET EAST
 JM0272'OF A LONE ONE-FOOT COTTONWOOD TREE, 75 FEET EAST OF THE EAST END OF A
 JM0272'WOODEN BRIDGE OVER A SMALL DRAW, 27 FEET NORTH OF THE CENTERLINE OF
 JM0272'THE HIGHWAY, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 JM0272'DISK, STAMPED M 127 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JM0272
 JM0272                          STATION RECOVERY (1981)
 JM0272
 JM0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 JM0272'LA SAL POST OFFICE, 7.6 MILES EAST ALONG HIGHWAY 46 FROM THE POST
 JM0272'OFFICE AT LA SAL , SAN JUAN COUNTY, 150 FEET WEST OF A RIDGE, 83 FEET
 JM0272'EAST OF A CORRUGATED PIPE CULVERT, 31 FEET NORTH OF THE CENTERLINE OF
 JM0272'HIGHWAY 46 AND 1 FOOT SOUTH OF RIGHT-OF-WAY FENCE . A STANDARD DISK,
 JM0272'STAMPED M-127-1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JM0272'0.2 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0193 ***********************************************************************
 HN0193  DESIGNATION -  M 13
 HN0193  PID         -  HN0193
 HN0193  STATE/COUNTY-  UT/KANE
 HN0193  COUNTRY     -  US
 HN0193  USGS QUAD   -  ALCOVE CANYON (2017)
 HN0193
 HN0193                         *CURRENT SURVEY CONTROL
 HN0193  ______________________________________________________________________
 HN0193* NAD 83(1986) POSITION- 37 21 40.     (N) 110 44 15.     (W)   SCALED
 HN0193* NAVD 88 ORTHO HEIGHT -  1014.452 (meters)     3328.25  (feet) POSTED
 HN0193  ______________________________________________________________________
 HN0193  GEOID HEIGHT    -        -22.593 (meters)                     GEOID18
 HN0193  DYNAMIC HEIGHT  -       1013.28  (meters)     3324.4   (feet) COMP
 HN0193  MODELED GRAVITY -    979,443.4   (mgal)                       NAVD 88
 HN0193
 HN0193  VERT ORDER      -  * POSTED, SEE BELOW
 HN0193
 HN0193.The horizontal coordinates were scaled from a map and have
 HN0193.an estimated accuracy of +/- 6 seconds.
 HN0193
 HN0193.The orthometric height was determined by differential leveling
 HN0193.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0193
 HN0193.* This is a POSTED BENCH MARK height.
 HN0193
 HN0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0193.GEOID18 height accuracy estimate available here.
 HN0193
 HN0193.Click photographs - Photos may exist for this station.
 HN0193
 HN0193.The dynamic height is computed by dividing the NAVD 88
 HN0193.geopotential number by the normal gravity value computed on the
 HN0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0193.degrees latitude (g = 980.6199 gals.).
 HN0193
 HN0193.The modeled gravity was interpolated from observed gravity values.
 HN0193
 HN0193;                    North         East    Units  Estimated Accuracy
 HN0193;SPC UT S     - 3,077,350.      567,550.      MT  (+/- 180 meters Scaled)
 HN0193
 HN0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG232349(NAD 83)
 HN0193
 HN0193                          SUPERSEDED SURVEY CONTROL
 HN0193
 HN0193  NGVD 29 (??/??/92) 1013.403  (m)         3324.81   (f) ADJ UNCH    1 2
 HN0193
 HN0193.Superseded values are not recommended for survey control.
 HN0193
 HN0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0193.See file dsdata.pdf to determine how the superseded data were derived.
 HN0193
 HN0193_MARKER: DB = BENCH MARK DISK
 HN0193_SETTING: 80 = SET IN A BOULDER
 HN0193_STAMPING: M 13 1921
 HN0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0193+STABILITY: SURFACE MOTION
 HN0193
 HN0193  HISTORY     - Date     Condition        Report By
 HN0193  HISTORY     - 1921     MONUMENTED       CGS
 HN0193
 HN0193                          STATION DESCRIPTION
 HN0193
 HN0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 HN0193'13.5 MI S FROM HALLS CROSSING.
 HN0193'13-1/2 MILES SOUTH ALONG COLORADO RIVER FROM THE MOUTH OF HALL CREEK
 HN0193'AT HALLS CROSSING, KANE COUNTY, AT THE FIRST BEND NORTH OF HERMIT LAKE
 HN0193'OUTLET, ON THE WEST BANK OF THE RIVER, IN THE TOP OF A LARGE RED
 HN0193'SANDSTONE BOULDER PROTECTED BY FLAT LEDGE ROCK AT ITS FOOT, AT THE
 HN0193'POINT WHERE THE RIVER NARROWS AFTER TURNING TO THE LEFT AT THE FOOT OF
 HN0193'RIFFLES, NEAR A CAIRN, MARKED BY AN ARROW ON A NEARBY ROCK, AND ABOUT
 HN0193'20 FEET HIGHER THAN THE WATER (SEPT. 1921).  A STANDARD DISK, STAMPED
 HN0193'M 13 1921.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0019 ***********************************************************************
 LO0019  DESIGNATION -  M 13
 LO0019  PID         -  LO0019
 LO0019  STATE/COUNTY-  UT/DUCHESNE
 LO0019  COUNTRY     -  US
 LO0019  USGS QUAD   -  BRIDGELAND (2017)
 LO0019
 LO0019                         *CURRENT SURVEY CONTROL
 LO0019  ______________________________________________________________________
 LO0019* NAD 83(1986) POSITION- 40 09 18.     (N) 110 12 25.     (W)   SCALED
 LO0019* NAVD 88 ORTHO HEIGHT -  1612.419 (meters)     5290.08  (feet) ADJUSTED
 LO0019  ______________________________________________________________________
 LO0019  GEOID HEIGHT    -        -17.606 (meters)                     GEOID18
 LO0019  DYNAMIC HEIGHT  -       1610.883 (meters)     5285.04  (feet) COMP
 LO0019  MODELED GRAVITY -    979,617.6   (mgal)                       NAVD 88
 LO0019
 LO0019  VERT ORDER      -  FIRST     CLASS II
 LO0019
 LO0019.The horizontal coordinates were scaled from a map and have
 LO0019.an estimated accuracy of +/- 6 seconds.
 LO0019
 LO0019.The orthometric height was determined by differential leveling and
 LO0019.adjusted by the NATIONAL GEODETIC SURVEY
 LO0019.in June 1991.
 LO0019
 LO0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0019.GEOID18 height accuracy estimate available here.
 LO0019
 LO0019.Click photographs - Photos may exist for this station.
 LO0019
 LO0019.The dynamic height is computed by dividing the NAVD 88
 LO0019.geopotential number by the normal gravity value computed on the
 LO0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0019.degrees latitude (g = 980.6199 gals.).
 LO0019
 LO0019.The modeled gravity was interpolated from observed gravity values.
 LO0019
 LO0019;                    North         East    Units  Estimated Accuracy
 LO0019;SPC UT C     - 2,203,040.      610,160.      MT  (+/- 180 meters Scaled)
 LO0019
 LO0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK675452(NAD 83)
 LO0019
 LO0019                          SUPERSEDED SURVEY CONTROL
 LO0019
 LO0019  NGVD 29 (??/??/92) 1611.149  (m)         5285.91   (f) ADJ UNCH    1 2
 LO0019
 LO0019.Superseded values are not recommended for survey control.
 LO0019
 LO0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0019.See file dsdata.pdf to determine how the superseded data were derived.
 LO0019
 LO0019_MARKER: DB = BENCH MARK DISK
 LO0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0019_SP_SET: ABUTMENT
 LO0019_STAMPING: M 13 1934
 LO0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0019
 LO0019  HISTORY     - Date     Condition        Report By
 LO0019  HISTORY     - 1934     MONUMENTED       USGS
 LO0019  HISTORY     - 1934     GOOD             CGS
 LO0019
 LO0019                          STATION DESCRIPTION
 LO0019
 LO0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0019'7.6 MI SW FROM MYTON.
 LO0019'7.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE CITY WATER TOWER AT
 LO0019'MYTON, DUCHESNE COUNTY, AT THE LARGE CONCRETE BRIDGE OVER ANTELOPE
 LO0019'CREEK, AND IN THE TOP OF THE NORTH PARAPET WALL OF THE EAST ABUTMENT.
 LO0019'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED M 13 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0310 ***********************************************************************
 MR0310  DESIGNATION -  M 132
 MR0310  PID         -  MR0310
 MR0310  STATE/COUNTY-  UT/SUMMIT
 MR0310  COUNTRY     -  US
 MR0310  USGS QUAD   -  CASTLE ROCK (2017)
 MR0310
 MR0310                         *CURRENT SURVEY CONTROL
 MR0310  ______________________________________________________________________
 MR0310* NAD 83(1986) POSITION- 41 04 46.     (N) 111 14 51.     (W)   SCALED
 MR0310* NAVD 88 ORTHO HEIGHT -  1850.813 (meters)     6072.21  (feet) POSTED
 MR0310  ______________________________________________________________________
 MR0310  GEOID HEIGHT    -        -15.589 (meters)                     GEOID18
 MR0310  DYNAMIC HEIGHT  -       1849.12  (meters)     6066.7   (feet) COMP
 MR0310  MODELED GRAVITY -    979,646.3   (mgal)                       NAVD 88
 MR0310
 MR0310  VERT ORDER      -  * POSTED, SEE BELOW
 MR0310
 MR0310.The horizontal coordinates were scaled from a map and have
 MR0310.an estimated accuracy of +/- 6 seconds.
 MR0310
 MR0310.The orthometric height was determined by differential leveling
 MR0310.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MR0310
 MR0310.* This is a POSTED BENCH MARK height.
 MR0310
 MR0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0310.GEOID18 height accuracy estimate available here.
 MR0310
 MR0310.Click photographs - Photos may exist for this station.
 MR0310
 MR0310.The dynamic height is computed by dividing the NAVD 88
 MR0310.geopotential number by the normal gravity value computed on the
 MR0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0310.degrees latitude (g = 980.6199 gals.).
 MR0310
 MR0310.The modeled gravity was interpolated from observed gravity values.
 MR0310
 MR0310;                    North         East    Units  Estimated Accuracy
 MR0310;SPC UT N     - 1,082,890.      521,220.      MT  (+/- 180 meters Scaled)
 MR0310
 MR0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL792476(NAD 83)
 MR0310
 MR0310                          SUPERSEDED SURVEY CONTROL
 MR0310
 MR0310  NGVD 29 (??/??/92) 1849.445  (m)         6067.72   (f) ADJ UNCH    1 2
 MR0310
 MR0310.Superseded values are not recommended for survey control.
 MR0310
 MR0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0310.See file dsdata.pdf to determine how the superseded data were derived.
 MR0310
 MR0310_MARKER: DB = BENCH MARK DISK
 MR0310_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MR0310_SP_SET: CULVERT HEADWALL
 MR0310_STAMPING: M 132 1958
 MR0310_MARK LOGO: CGS
 MR0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0310+STABILITY: SURFACE MOTION
 MR0310
 MR0310  HISTORY     - Date     Condition        Report By
 MR0310  HISTORY     - 1958     MONUMENTED       CGS
 MR0310  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0310
 MR0310                          STATION DESCRIPTION
 MR0310
 MR0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0310'12.25 MI SW FROM WAHSATCH.
 MR0310'ABOUT 12.25 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0310'STATION AT WAHSATCH, ABOUT 0.15 MILE NORTHEAST OF MILEPOST 940, IN THE
 MR0310'TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF A
 MR0310'36-INCH PIPE CULVERT 939.97, 11 FEET NORTHWEST OF THE NORTHWEST RAIL
 MR0310'OF THE SOUTHEAST SET OF TRACKS, AND ABOUT 2 FEET BELOW THE LEVEL OF
 MR0310'THE TRACKS.
 MR0310
 MR0310                          STATION RECOVERY (1983)
 MR0310
 MR0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0310'NOTE=THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0376 ***********************************************************************
 MR0376  DESIGNATION -  M 134
 MR0376  PID         -  MR0376
 MR0376  STATE/COUNTY-  UT/WEBER
 MR0376  COUNTRY     -  US
 MR0376  USGS QUAD   -  SNOW BASIN (2017)
 MR0376
 MR0376                         *CURRENT SURVEY CONTROL
 MR0376  ______________________________________________________________________
 MR0376* NAD 83(1986) POSITION- 41 08 21.     (N) 111 52 13.     (W)   SCALED
 MR0376* NAVD 88 ORTHO HEIGHT -  1429.455 (meters)     4689.80  (feet) POSTED
 MR0376  ______________________________________________________________________
 MR0376  GEOID HEIGHT    -        -16.300 (meters)                     GEOID18
 MR0376  DYNAMIC HEIGHT  -       1428.34  (meters)     4686.1   (feet) COMP
 MR0376  MODELED GRAVITY -    979,794.2   (mgal)                       NAVD 88
 MR0376
 MR0376  VERT ORDER      -  * POSTED, SEE BELOW
 MR0376
 MR0376.The horizontal coordinates were scaled from a map and have
 MR0376.an estimated accuracy of +/- 6 seconds.
 MR0376
 MR0376.The orthometric height was determined by differential leveling
 MR0376.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MR0376
 MR0376.* This is a POSTED BENCH MARK height.
 MR0376
 MR0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0376.GEOID18 height accuracy estimate available here.
 MR0376
 MR0376.Click photographs - Photos may exist for this station.
 MR0376
 MR0376.The dynamic height is computed by dividing the NAVD 88
 MR0376.geopotential number by the normal gravity value computed on the
 MR0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0376.degrees latitude (g = 980.6199 gals.).
 MR0376
 MR0376.The modeled gravity was interpolated from observed gravity values.
 MR0376
 MR0376;                    North         East    Units  Estimated Accuracy
 MR0376;SPC UT N     - 1,089,550.      468,910.      MT  (+/- 180 meters Scaled)
 MR0376
 MR0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL269545(NAD 83)
 MR0376
 MR0376                          SUPERSEDED SURVEY CONTROL
 MR0376
 MR0376  NGVD 29 (??/??/92) 1428.351  (m)         4686.18   (f) ADJ UNCH    1 2
 MR0376
 MR0376.Superseded values are not recommended for survey control.
 MR0376
 MR0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0376.See file dsdata.pdf to determine how the superseded data were derived.
 MR0376
 MR0376_MARKER: DB = BENCH MARK DISK
 MR0376_SETTING: 66 = SET IN ROCK OUTCROP
 MR0376_STAMPING: M 134 1958
 MR0376_MARK LOGO: CGS
 MR0376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0376+STABILITY: POSITION/ELEVATION WELL
 MR0376
 MR0376  HISTORY     - Date     Condition        Report By
 MR0376  HISTORY     - 1958     MONUMENTED       CGS
 MR0376  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0376
 MR0376                          STATION DESCRIPTION
 MR0376
 MR0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0376'10.6 MI SE FROM OGDEN.
 MR0376'ABOUT 10.6 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0376'STATION AT OGDEN, 4 TELEPHONE POLES WEST OF MILE POST 982, IN THE TOP
 MR0376'OF A ROCK LEDGE AT THE FOOT OF A SHEER ROCK CLIFF, SOUTHEAST AND BELOW
 MR0376'THE NORTHEAST ENTRANCE OF A TUNNEL ON THE UPPER TRACK, 22 FEET
 MR0376'NORTHWEST OF THE NEAR RAIL, 13 FEET NORTHWEST OF A WARNING FENCE, AND
 MR0376'ABOUT 4 FEET ABOVE THE TRACK.
 MR0376
 MR0376                          STATION RECOVERY (1983)
 MR0376
 MR0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0376'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0352 ***********************************************************************
 MR0352  DESIGNATION -  M 135
 MR0352  PID         -  MR0352
 MR0352  STATE/COUNTY-  UT/MORGAN
 MR0352  COUNTRY     -  US
 MR0352  USGS QUAD   -  DEVILS SLIDE (2017)
 MR0352
 MR0352                         *CURRENT SURVEY CONTROL
 MR0352  ______________________________________________________________________
 MR0352* NAD 83(1986) POSITION- 41 02 58.     (N) 111 36 16.     (W)   SCALED
 MR0352* NAVD 88 ORTHO HEIGHT -  1571.699 (meters)     5156.48  (feet) ADJUSTED
 MR0352  ______________________________________________________________________
 MR0352  GEOID HEIGHT    -        -16.040 (meters)                     GEOID18
 MR0352  DYNAMIC HEIGHT  -       1570.382 (meters)     5152.16  (feet) COMP
 MR0352  MODELED GRAVITY -    979,731.9   (mgal)                       NAVD 88
 MR0352
 MR0352  VERT ORDER      -  FIRST     CLASS II
 MR0352
 MR0352.The horizontal coordinates were scaled from a map and have
 MR0352.an estimated accuracy of +/- 6 seconds.
 MR0352
 MR0352.The orthometric height was determined by differential leveling and
 MR0352.adjusted by the NATIONAL GEODETIC SURVEY
 MR0352.in June 1991.
 MR0352
 MR0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0352.GEOID18 height accuracy estimate available here.
 MR0352
 MR0352.Click photographs - Photos may exist for this station.
 MR0352
 MR0352.The dynamic height is computed by dividing the NAVD 88
 MR0352.geopotential number by the normal gravity value computed on the
 MR0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0352.degrees latitude (g = 980.6199 gals.).
 MR0352
 MR0352.The modeled gravity was interpolated from observed gravity values.
 MR0352
 MR0352;                    North         East    Units  Estimated Accuracy
 MR0352;SPC UT N     - 1,079,530.      491,220.      MT  (+/- 180 meters Scaled)
 MR0352
 MR0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL492444(NAD 83)
 MR0352
 MR0352                          SUPERSEDED SURVEY CONTROL
 MR0352
 MR0352  NGVD 29 (??/??/92) 1570.495  (m)         5152.53   (f) SUPERSEDED  1 2
 MR0352  NGVD 29 (06/08/92) 1570.582  (m)         5152.82   (f) ADJUSTED    1 2
 MR0352
 MR0352.Superseded values are not recommended for survey control.
 MR0352
 MR0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0352.See file dsdata.pdf to determine how the superseded data were derived.
 MR0352
 MR0352_MARKER: DB = BENCH MARK DISK
 MR0352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0352_SP_SET: ABUTMENT
 MR0352_STAMPING: M 135 1958
 MR0352_MARK LOGO: CGS
 MR0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0352
 MR0352  HISTORY     - Date     Condition        Report By
 MR0352  HISTORY     - 1958     MONUMENTED       CGS
 MR0352  HISTORY     - 1983     GOOD             NGS
 MR0352
 MR0352                          STATION DESCRIPTION
 MR0352
 MR0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0352'3.75 MI E FROM MORGAN.
 MR0352'ABOUT 3.75 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0352'STATION AT MORGAN, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 MR0352'CONCRETE ABUTMENT OF BRIDGE NUMBER 964.26, ABOUT 0.3 MILE SOUTHWEST OF
 MR0352'THE TUNNEL ENTRANCE, 11 FEET SOUTHEAST OF THE NEAR RAIL, AND ABOUT 8
 MR0352'FEET BELOW THE TRACK.
 MR0352
 MR0352                          STATION RECOVERY (1983)
 MR0352
 MR0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0352'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MR0352'FOLLOWING EXCEPTION, ADD THE NORTH 1 OF 2 BRIDGES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0085 ***********************************************************************
 HO0085  DESIGNATION -  M 137
 HO0085  PID         -  HO0085
 HO0085  STATE/COUNTY-  UT/KANE
 HO0085  COUNTRY     -  US
 HO0085  USGS QUAD   -  JOHNSON LAKES (2017)
 HO0085
 HO0085                         *CURRENT SURVEY CONTROL
 HO0085  ______________________________________________________________________
 HO0085* NAD 83(1986) POSITION- 37 02 15.2    (N) 112 21 22.2    (W)   HD_HELD2
 HO0085* NAVD 88 ORTHO HEIGHT -  1555.385 (meters)     5102.96  (feet) ADJUSTED
 HO0085  ______________________________________________________________________
 HO0085  GEOID HEIGHT    -        -22.167 (meters)                     GEOID18
 HO0085  DYNAMIC HEIGHT  -       1553.574 (meters)     5097.02  (feet) COMP
 HO0085  MODELED GRAVITY -    979,412.0   (mgal)                       NAVD 88
 HO0085
 HO0085  VERT ORDER      -  FIRST     CLASS II
 HO0085
 HO0085.The horizontal coordinates were established by autonomous hand held GPS
 HO0085.observations and have an estimated accuracy of +/- 10 meters.
 HO0085
 HO0085.The orthometric height was determined by differential leveling and
 HO0085.adjusted by the NATIONAL GEODETIC SURVEY
 HO0085.in June 1991.
 HO0085
 HO0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0085.GEOID18 height accuracy estimate available here.
 HO0085
 HO0085.Click photographs - Photos may exist for this station.
 HO0085
 HO0085.The dynamic height is computed by dividing the NAVD 88
 HO0085.geopotential number by the normal gravity value computed on the
 HO0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0085.degrees latitude (g = 980.6199 gals.).
 HO0085
 HO0085.The modeled gravity was interpolated from observed gravity values.
 HO0085
 HO0085;                    North         East    Units  Estimated Accuracy
 HO0085;SPC UT S     - 3,041,512.      423,827.      MT  (+/- 10 meters HH2 GPS)
 HO0085
 HO0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF7938999898(NAD 83)
 HO0085
 HO0085                          SUPERSEDED SURVEY CONTROL
 HO0085
 HO0085  NGVD 29 (??/??/92) 1554.396  (m)         5099.71   (f) ADJ UNCH    1 2
 HO0085
 HO0085.Superseded values are not recommended for survey control.
 HO0085
 HO0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0085.See file dsdata.pdf to determine how the superseded data were derived.
 HO0085
 HO0085_MARKER: DB = BENCH MARK DISK
 HO0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HO0085_SP_SET: ABUTMENT
 HO0085_STAMPING: M 137 1962
 HO0085_MARK LOGO: CGS
 HO0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0085
 HO0085  HISTORY     - Date     Condition        Report By
 HO0085  HISTORY     - 1962     MONUMENTED       CGS
 HO0085  HISTORY     - 1983     GOOD             NGS
 HO0085
 HO0085                          STATION DESCRIPTION
 HO0085
 HO0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0085'10.6 MI E FROM KANAB.
 HO0085'ABOUT 10.6 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY SAINTS
 HO0085'CHURCH AT KANAB, 0.65 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY 89 AND
 HO0085'STATE HIGHWAY 136 LEADING NORTH, 22 FEET SOUTH OF THE CENTER LINE OF
 HO0085'THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF THE
 HO0085'SOUTH END OF THE EAST ABUTMENT OF THE CONCRETE BRIDGE OVER JOHNSON
 HO0085'WASH.
 HO0085
 HO0085                          STATION RECOVERY (1983)
 HO0085
 HO0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0085'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  16.35 KM
 HO0085'(10.2 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0085'SAINTS IN KANAB, IN TOP OF THE NORTHWEST END OF THE SOUTHEAST WINGWALL
 HO0085'FOR THE BRIDGE OVER THE JOHNSON WASH, 0.95 KM (0.6 MI) EAST OF THE
 HO0085'T-JUNCTION OF JOHNSON CANYON ROAD, 0.45 KM (0.3 MI) WEST OF MILEPOST
 HO0085'54, 6.7 METERS (22 FT) SOUTH OF THE HIGHWAY CENTERLINE.
 HO0085'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0105 ***********************************************************************
 HO0105  DESIGNATION -  M 138
 HO0105  PID         -  HO0105
 HO0105  STATE/COUNTY-  UT/KANE
 HO0105  COUNTRY     -  US
 HO0105  USGS QUAD   -  EIGHTMILE PASS (2017)
 HO0105
 HO0105                         *CURRENT SURVEY CONTROL
 HO0105  ______________________________________________________________________
 HO0105* NAD 83(1986) POSITION- 37 08 55.     (N) 112 03 46.     (W)   SCALED
 HO0105* NAVD 88 ORTHO HEIGHT -  1648.998 (meters)     5410.09  (feet) ADJUSTED
 HO0105  ______________________________________________________________________
 HO0105  GEOID HEIGHT    -        -22.187 (meters)                     GEOID18
 HO0105  DYNAMIC HEIGHT  -       1647.050 (meters)     5403.70  (feet) COMP
 HO0105  MODELED GRAVITY -    979,391.4   (mgal)                       NAVD 88
 HO0105
 HO0105  VERT ORDER      -  FIRST     CLASS II
 HO0105
 HO0105.The horizontal coordinates were scaled from a map and have
 HO0105.an estimated accuracy of +/- 6 seconds.
 HO0105
 HO0105.The orthometric height was determined by differential leveling and
 HO0105.adjusted by the NATIONAL GEODETIC SURVEY
 HO0105.in June 1991.
 HO0105
 HO0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0105.GEOID18 height accuracy estimate available here.
 HO0105
 HO0105.Click photographs - Photos may exist for this station.
 HO0105
 HO0105.The dynamic height is computed by dividing the NAVD 88
 HO0105.geopotential number by the normal gravity value computed on the
 HO0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0105.degrees latitude (g = 980.6199 gals.).
 HO0105
 HO0105.The modeled gravity was interpolated from observed gravity values.
 HO0105
 HO0105;                    North         East    Units  Estimated Accuracy
 HO0105;SPC UT S     - 3,053,640.      450,000.      MT  (+/- 180 meters Scaled)
 HO0105
 HO0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG056118(NAD 83)
 HO0105
 HO0105                          SUPERSEDED SURVEY CONTROL
 HO0105
 HO0105  NGVD 29 (??/??/92) 1647.967  (m)         5406.71   (f) ADJ UNCH    1 2
 HO0105
 HO0105.Superseded values are not recommended for survey control.
 HO0105
 HO0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0105.See file dsdata.pdf to determine how the superseded data were derived.
 HO0105
 HO0105_MARKER: DB = BENCH MARK DISK
 HO0105_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0105_STAMPING: M 138 1962
 HO0105_MARK LOGO: CGS
 HO0105_PROJECTION: PROJECTING 15 CENTIMETERS
 HO0105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0105_ROD/PIPE-DEPTH: 4.8 meters
 HO0105
 HO0105  HISTORY     - Date     Condition        Report By
 HO0105  HISTORY     - 1962     MONUMENTED       CGS
 HO0105  HISTORY     - 1983     GOOD             NGS
 HO0105
 HO0105                          STATION DESCRIPTION
 HO0105
 HO0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0105'29.8 MI E FROM KANAB.
 HO0105'ABOUT 29.8 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY SAINTS
 HO0105'CHURCH AT KANAB, 0.45 MILE NORTHEAST OF MILEPOST NUMBER 29, 0.35 MILE
 HO0105'NORTHEAST OF THE JUNCTION OF THE HIGHWAY AND A DIRT ROAD LEADING
 HO0105'SOUTHEAST, 160 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 26
 HO0105'FEET NORTH OF A POWER POLE, 2 FEET NORTHWEST OF A FENCE, 1.2 FEET
 HO0105'SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 HO0105'HIGHWAY, AND ON TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO
 HO0105'A DEPTH OF 16 FEET AND ENCASED IN 6-INCH TILE PROJECTING 6 INCHES.
 HO0105
 HO0105                          STATION RECOVERY (1983)
 HO0105
 HO0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0105'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  46.8 KM
 HO0105'(29.2 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0105'SAINTS IN KANAB, 3.15 KM (1.95 MI) NORTHEAST OF THE BRIDGE OVER THE
 HO0105'KITCHEN CORRAL WASH, 0.35 KM (0.2 MI) SOUTHWEST OF MILEPOST 35,
 HO0105'48.7 METERS (160 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 7.9 METERS
 HO0105'(26 FT) NORTH OF POWER POLE 57, 5.2 METERS (17 FT) NORTHEAST OF THE
 HO0105'NORTHEAST END OF A WOODEN BRACE IN THE RIGHT OF WAY FENCE, 0.6 METER
 HO0105'(2 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 HO0105'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 HO0105'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0533 ***********************************************************************
 HN0533  DESIGNATION -  M 139
 HN0533  PID         -  HN0533
 HN0533  STATE/COUNTY-  UT/KANE
 HN0533  COUNTRY     -  US
 HN0533  USGS QUAD   -  BRIDGER POINT (2017)
 HN0533
 HN0533                         *CURRENT SURVEY CONTROL
 HN0533  ______________________________________________________________________
 HN0533* NAD 83(1986) POSITION- 37 05 51.     (N) 111 46 24.     (W)   SCALED
 HN0533* NAVD 88 ORTHO HEIGHT -  1379.816 (meters)     4526.95  (feet) ADJUSTED
 HN0533  ______________________________________________________________________
 HN0533  GEOID HEIGHT    -        -22.923 (meters)                     GEOID18
 HN0533  DYNAMIC HEIGHT  -       1378.231 (meters)     4521.75  (feet) COMP
 HN0533  MODELED GRAVITY -    979,435.4   (mgal)                       NAVD 88
 HN0533
 HN0533  VERT ORDER      -  FIRST     CLASS II
 HN0533
 HN0533.The horizontal coordinates were scaled from a map and have
 HN0533.an estimated accuracy of +/- 6 seconds.
 HN0533
 HN0533.The orthometric height was determined by differential leveling and
 HN0533.adjusted by the NATIONAL GEODETIC SURVEY
 HN0533.in June 1991.
 HN0533
 HN0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0533.GEOID18 height accuracy estimate available here.
 HN0533
 HN0533.Click photographs - Photos may exist for this station.
 HN0533
 HN0533.The dynamic height is computed by dividing the NAVD 88
 HN0533.geopotential number by the normal gravity value computed on the
 HN0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0533.degrees latitude (g = 980.6199 gals.).
 HN0533
 HN0533.The modeled gravity was interpolated from observed gravity values.
 HN0533
 HN0533;                    North         East    Units  Estimated Accuracy
 HN0533;SPC UT S     - 3,047,850.      475,700.      MT  (+/- 180 meters Scaled)
 HN0533
 HN0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG312059(NAD 83)
 HN0533
 HN0533                          SUPERSEDED SURVEY CONTROL
 HN0533
 HN0533  NGVD 29 (??/??/92) 1378.873  (m)         4523.85   (f) ADJ UNCH    1 2
 HN0533
 HN0533.Superseded values are not recommended for survey control.
 HN0533
 HN0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0533.See file dsdata.pdf to determine how the superseded data were derived.
 HN0533
 HN0533_MARKER: DB = BENCH MARK DISK
 HN0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0533_STAMPING: M 139 1962
 HN0533_MARK LOGO: CGS
 HN0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0533+STABILITY: SURFACE MOTION
 HN0533
 HN0533  HISTORY     - Date     Condition        Report By
 HN0533  HISTORY     - 1962     MONUMENTED       CGS
 HN0533  HISTORY     - 1983     GOOD             NGS
 HN0533
 HN0533                          STATION DESCRIPTION
 HN0533
 HN0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0533'21.55 MI W FROM PAGE, AZ.
 HN0533'ABOUT 21.55 MILES WEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END OF
 HN0533'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.1 MILE EAST OF MILEPOST
 HN0533'NUMBER 51, 257 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 82 FEET
 HN0533'WEST OF A POWER LINE POLE, 67 FEET EAST OF THE CENTERLINE OF A
 HN0533'DRIVEWAY TO A TRAILER COURT, 2.5 FEET SOUTH OF A FENCE, 1.7 FEET NORTH
 HN0533'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 HN0533'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HN0533
 HN0533                          STATION RECOVERY (1983)
 HN0533
 HN0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0533'RECOVERED IN GOOD CONDITION.  OMIT--0.1 MI EAST OF MILEPOST 51.
 HN0533'ADD--0.5 KM (0.3 MI) EAST OF MILEPOST 14.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0213 ***********************************************************************
 JM0213  DESIGNATION -  M 14
 JM0213  PID         -  JM0213
 JM0213  STATE/COUNTY-  UT/GRAND
 JM0213  COUNTRY     -  US
 JM0213  USGS QUAD   -  CISCO (2017)
 JM0213
 JM0213                         *CURRENT SURVEY CONTROL
 JM0213  ______________________________________________________________________
 JM0213* NAD 83(1986) POSITION- 38 58 32.     (N) 109 17 48.     (W)   SCALED
 JM0213* NAVD 88 ORTHO HEIGHT -  1320.328 (meters)     4331.78  (feet) POSTED
 JM0213  ______________________________________________________________________
 JM0213  GEOID HEIGHT    -        -19.213 (meters)                     GEOID18
 JM0213  DYNAMIC HEIGHT  -       1319.05  (meters)     4327.6   (feet) COMP
 JM0213  MODELED GRAVITY -    979,616.5   (mgal)                       NAVD 88
 JM0213
 JM0213  VERT ORDER      -  * POSTED, SEE BELOW
 JM0213
 JM0213.The horizontal coordinates were scaled from a map and have
 JM0213.an estimated accuracy of +/- 6 seconds.
 JM0213
 JM0213.The orthometric height was determined by differential leveling
 JM0213.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JM0213
 JM0213.* This is a POSTED BENCH MARK height.
 JM0213
 JM0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0213.GEOID18 height accuracy estimate available here.
 JM0213
 JM0213.Click photographs - Photos may exist for this station.
 JM0213
 JM0213.The dynamic height is computed by dividing the NAVD 88
 JM0213.geopotential number by the normal gravity value computed on the
 JM0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0213.degrees latitude (g = 980.6199 gals.).
 JM0213
 JM0213.The modeled gravity was interpolated from observed gravity values.
 JM0213
 JM0213;                    North         East    Units  Estimated Accuracy
 JM0213;SPC UT C     - 2,073,650.      690,920.      MT  (+/- 180 meters Scaled)
 JM0213
 JM0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ475154(NAD 83)
 JM0213
 JM0213                          SUPERSEDED SURVEY CONTROL
 JM0213
 JM0213  NGVD 29 (??/??/92) 1319.319  (m)         4328.47   (f) ADJ UNCH    1 2
 JM0213
 JM0213.Superseded values are not recommended for survey control.
 JM0213
 JM0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0213.See file dsdata.pdf to determine how the superseded data were derived.
 JM0213
 JM0213_MARKER: DB = BENCH MARK DISK
 JM0213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JM0213_SP_SET: ABUTMENT
 JM0213_STAMPING: 4328.466 M 14 1927
 JM0213_MARK LOGO: CGS
 JM0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JM0213
 JM0213  HISTORY     - Date     Condition        Report By
 JM0213  HISTORY     - 1927     MONUMENTED       CGS
 JM0213  HISTORY     - 1957     MARK NOT FOUND   USGS
 JM0213  HISTORY     - 1960     MARK NOT FOUND   CGS
 JM0213
 JM0213                          STATION DESCRIPTION
 JM0213
 JM0213'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 JM0213'1.5 MI E FROM CISCO.
 JM0213'1.5 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JM0213'CISCO, GRAND COUNTY, ABOUT 180 FEET EAST OF MILEPOST 503, IN THE TOP
 JM0213'OF THE WEST ABUTMENT OF BRIDGE 502-98, AND 8 FEET SOUTH OF THE
 JM0213'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 4328.466 M 14 1927.
 JM0213'NOTE-- THE CONCRETE ABUTMENT IN WHICH IT WAS SET CONCRETE ABUTMENT IN
 JM0213'WHICH IT WAS SET HAS BEEN COVERED BY 2 FEET OF ADDITIONAL CONCRETE.
 JM0213'NOTE-- PROBABLY COVERED BY NEW CONSTRUCTION.
 JM0213
 JM0213                          STATION RECOVERY (1960)
 JM0213
 JM0213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JM0213'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0020 ***********************************************************************
 LO0020  DESIGNATION -  M 14
 LO0020  PID         -  LO0020
 LO0020  STATE/COUNTY-  UT/DUCHESNE
 LO0020  COUNTRY     -  US
 LO0020  USGS QUAD   -  BRIDGELAND (2017)
 LO0020
 LO0020                         *CURRENT SURVEY CONTROL
 LO0020  ______________________________________________________________________
 LO0020* NAD 83(1986) POSITION- 40 09 44.     (N) 110 14 00.     (W)   SCALED
 LO0020* NAVD 88 ORTHO HEIGHT -  1615.787 (meters)     5301.13  (feet) ADJUSTED
 LO0020  ______________________________________________________________________
 LO0020  GEOID HEIGHT    -        -17.539 (meters)                     GEOID18
 LO0020  DYNAMIC HEIGHT  -       1614.251 (meters)     5296.09  (feet) COMP
 LO0020  MODELED GRAVITY -    979,618.8   (mgal)                       NAVD 88
 LO0020
 LO0020  VERT ORDER      -  FIRST     CLASS II
 LO0020
 LO0020.The horizontal coordinates were scaled from a map and have
 LO0020.an estimated accuracy of +/- 6 seconds.
 LO0020
 LO0020.The orthometric height was determined by differential leveling and
 LO0020.adjusted by the NATIONAL GEODETIC SURVEY
 LO0020.in June 1991.
 LO0020
 LO0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0020.GEOID18 height accuracy estimate available here.
 LO0020
 LO0020.Click photographs - Photos may exist for this station.
 LO0020
 LO0020.The dynamic height is computed by dividing the NAVD 88
 LO0020.geopotential number by the normal gravity value computed on the
 LO0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0020.degrees latitude (g = 980.6199 gals.).
 LO0020
 LO0020.The modeled gravity was interpolated from observed gravity values.
 LO0020
 LO0020;                    North         East    Units  Estimated Accuracy
 LO0020;SPC UT C     - 2,203,810.      607,900.      MT  (+/- 180 meters Scaled)
 LO0020
 LO0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK652460(NAD 83)
 LO0020
 LO0020                          SUPERSEDED SURVEY CONTROL
 LO0020
 LO0020  NGVD 29 (??/??/92) 1614.520  (m)         5296.97   (f) ADJ UNCH    1 2
 LO0020
 LO0020.Superseded values are not recommended for survey control.
 LO0020
 LO0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0020.See file dsdata.pdf to determine how the superseded data were derived.
 LO0020
 LO0020_MARKER: DB = BENCH MARK DISK
 LO0020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0020_SP_SET: ABUTMENT
 LO0020_STAMPING: M 14 1934
 LO0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0020
 LO0020  HISTORY     - Date     Condition        Report By
 LO0020  HISTORY     - 1934     MONUMENTED       USGS
 LO0020  HISTORY     - 1934     GOOD             CGS
 LO0020
 LO0020                          STATION DESCRIPTION
 LO0020
 LO0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0020'9.9 MI E FROM DUCHESNE.
 LO0020'9.9 MILES EAST ALONG U.S. HIGHWAY 40 FROM DUCHESNE, DUCHESNE COUNTY,
 LO0020'AT A LARGE STEEL BRIDGE OVER DUCHESNE RIVER, AND IN THE TOP OF THE
 LO0020'NORTH PARAPET WALL OF THE WEST ABUTMENT.  A UNITED STATE GEOLOGICAL
 LO0020'SURVEY STANDARD DISK, STAMPED M 14 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0079 ***********************************************************************
 HN0079  DESIGNATION -  M 140
 HN0079  PID         -  HN0079
 HN0079  STATE/COUNTY-  UT/SAN JUAN
 HN0079  COUNTRY     -  US
 HN0079  USGS QUAD   -  MOSS BACK BUTTE (2017)
 HN0079
 HN0079                         *CURRENT SURVEY CONTROL
 HN0079  ______________________________________________________________________
 HN0079* NAD 83(1986) POSITION- 37 30 27.     (N) 110 06 45.     (W)   SCALED
 HN0079* NAVD 88 ORTHO HEIGHT -  1707.589 (meters)     5602.31  (feet) ADJUSTED
 HN0079  ______________________________________________________________________
 HN0079  GEOID HEIGHT    -        -20.462 (meters)                     GEOID18
 HN0079  DYNAMIC HEIGHT  -       1705.625 (meters)     5595.87  (feet) COMP
 HN0079  MODELED GRAVITY -    979,419.7   (mgal)                       NAVD 88
 HN0079
 HN0079  VERT ORDER      -  FIRST     CLASS II
 HN0079
 HN0079.The horizontal coordinates were scaled from a map and have
 HN0079.an estimated accuracy of +/- 6 seconds.
 HN0079
 HN0079.The orthometric height was determined by differential leveling and
 HN0079.adjusted by the NATIONAL GEODETIC SURVEY
 HN0079.in June 1991.
 HN0079
 HN0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0079.GEOID18 height accuracy estimate available here.
 HN0079
 HN0079.Click photographs - Photos may exist for this station.
 HN0079
 HN0079.The dynamic height is computed by dividing the NAVD 88
 HN0079.geopotential number by the normal gravity value computed on the
 HN0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0079.degrees latitude (g = 980.6199 gals.).
 HN0079
 HN0079.The modeled gravity was interpolated from observed gravity values.
 HN0079
 HN0079;                    North         East    Units  Estimated Accuracy
 HN0079;SPC UT S     - 3,094,230.      622,670.      MT  (+/- 180 meters Scaled)
 HN0079
 HN0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG784515(NAD 83)
 HN0079
 HN0079                          SUPERSEDED SURVEY CONTROL
 HN0079
 HN0079  NGVD 29 (??/??/92) 1706.554  (m)         5598.92   (f) ADJ UNCH    1 2
 HN0079
 HN0079.Superseded values are not recommended for survey control.
 HN0079
 HN0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0079.See file dsdata.pdf to determine how the superseded data were derived.
 HN0079
 HN0079_MARKER: DB = BENCH MARK DISK
 HN0079_SETTING: 66 = SET IN ROCK OUTCROP
 HN0079_STAMPING: M 140 1962
 HN0079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0079+STABILITY: POSITION/ELEVATION WELL
 HN0079
 HN0079  HISTORY     - Date     Condition        Report By
 HN0079  HISTORY     - 1962     MONUMENTED       CGS
 HN0079  HISTORY     - 1982     GOOD             USGS
 HN0079  HISTORY     - 1982     GOOD             USGS
 HN0079
 HN0079                          STATION DESCRIPTION
 HN0079
 HN0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0079'19.5 MI S FROM FRY CANYON.
 HN0079'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0079'AT FRY CANYON.  THENCE 7.0 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 HN0079'34 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 16 FEET WEST OF A
 HN0079'LONE 10-INCH PINYON TREE, 3.0 FEET NORTH OF A ROCK CAIRN, ABOUT 1 FOOT
 HN0079'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A ROCK OUTCROP
 HN0079'FLUSH WITH THE GROUND.
 HN0079
 HN0079                          STATION RECOVERY (1982)
 HN0079
 HN0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0079'ABOUT 12.0 MILES SOUTHEAST ALONG STATE HWY. 95 (BICENTENNIAL HWY),
 HN0079'THENCE 6.65 MILES SOUTHWEST ALONG STATE HWY. 263, TO A JUNCTION WITH
 HN0079'A GRADED ROAD SOUTHEAST LEADING TO COLLINS CANYON, THENCE 0.15 MILES
 HN0079'ALONG THE GRADED ROAD TO A CURVE AND JUNCTION WITH THE OLD HIGHWAY
 HN0079'SCAR NORTHEAST, THENCE APPROX. 300 FEET NORTHEAST ALONG THE OLD
 HN0079'HIGHWAY , 34 FEET SOUTHEAST OF THE CENTERLINE, 20 FEET WEST OF A LONE
 HN0079'PINON TREE, AND SET IN THE TOP OF A ROCK OUTCROP FLUSH WITH THE
 HN0079'GROUND.
 HN0079
 HN0079                          STATION RECOVERY (1982)
 HN0079
 HN0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0079'ABOUT 12.0 MILES SOUTHEAST ALONG STATE HWY. 95 (BICENTENNIAL HWY),
 HN0079'THENCE 6.65 MILES SOUTHWEST ALONG STATE HWY. 263, TO A JUNCTION WITH
 HN0079'A GRADED ROAD SOUTHEAST LEADING TO COLLINS CANYON, THENCE 0.15 MILES
 HN0079'ALONG THE GRADED ROAD TO A CURVE AND JUNCTION WITH THE OLD HIGHWAY
 HN0079'SCAR NORTHEAST, THENCE APPROX. 300 FEET NORTHEAST ALONG THE OLD
 HN0079'HIGHWAY , 34 FEET SOUTHEAST OF THE CENTERLINE, 20 FEET WEST OF A LONE
 HN0079'PINON TREE, AND SET IN THE TOP OF A ROCK OUTCROP FLUSH WITH THE
 HN0079'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0157 ***********************************************************************
 HN0157  DESIGNATION -  M 141
 HN0157  PID         -  HN0157
 HN0157  STATE/COUNTY-  UT/SAN JUAN
 HN0157  COUNTRY     -  US
 HN0157  USGS QUAD   -  WHIRLWIND DRAW (2017)
 HN0157
 HN0157                         *CURRENT SURVEY CONTROL
 HN0157  ______________________________________________________________________
 HN0157* NAD 83(1986) POSITION- 37 19 17.     (N) 110 21 36.     (W)   SCALED
 HN0157* NAVD 88 ORTHO HEIGHT -  1211.180 (meters)     3973.68  (feet) ADJUSTED
 HN0157  ______________________________________________________________________
 HN0157  GEOID HEIGHT    -        -21.700 (meters)                     GEOID18
 HN0157  DYNAMIC HEIGHT  -       1209.867 (meters)     3969.37  (feet) COMP
 HN0157  MODELED GRAVITY -    979,505.5   (mgal)                       NAVD 88
 HN0157
 HN0157  VERT ORDER      -  FIRST     CLASS II
 HN0157
 HN0157.The horizontal coordinates were scaled from a map and have
 HN0157.an estimated accuracy of +/- 6 seconds.
 HN0157
 HN0157.The orthometric height was determined by differential leveling and
 HN0157.adjusted by the NATIONAL GEODETIC SURVEY
 HN0157.in June 1991.
 HN0157
 HN0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0157.GEOID18 height accuracy estimate available here.
 HN0157
 HN0157.Click photographs - Photos may exist for this station.
 HN0157
 HN0157.The dynamic height is computed by dividing the NAVD 88
 HN0157.geopotential number by the normal gravity value computed on the
 HN0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0157.degrees latitude (g = 980.6199 gals.).
 HN0157
 HN0157.The modeled gravity was interpolated from observed gravity values.
 HN0157
 HN0157;                    North         East    Units  Estimated Accuracy
 HN0157;SPC UT S     - 3,073,280.      601,040.      MT  (+/- 180 meters Scaled)
 HN0157
 HN0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG567307(NAD 83)
 HN0157
 HN0157                          SUPERSEDED SURVEY CONTROL
 HN0157
 HN0157  NGVD 29 (??/??/92) 1210.284  (m)         3970.74   (f) ADJ UNCH    1 2
 HN0157
 HN0157.Superseded values are not recommended for survey control.
 HN0157
 HN0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0157.See file dsdata.pdf to determine how the superseded data were derived.
 HN0157
 HN0157_MARKER: DB = BENCH MARK DISK
 HN0157_SETTING: 66 = SET IN ROCK OUTCROP
 HN0157_STAMPING: M 141 1962
 HN0157_MARK LOGO: CGS
 HN0157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0157+STABILITY: POSITION/ELEVATION WELL
 HN0157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0157+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2012
 HN0157
 HN0157  HISTORY     - Date     Condition        Report By
 HN0157  HISTORY     - 1962     MONUMENTED       CGS
 HN0157  HISTORY     - 20120906 GOOD             GEOCAC
 HN0157
 HN0157                          STATION DESCRIPTION
 HN0157
 HN0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0157'41.1 MI S FROM FRY CANYON.
 HN0157'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH STATE HIGHWAY 95 FROM THE POST
 HN0157'OFFICE AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT
 HN0157'ROAD, THENCE 9.1 MILES SOUTHWEST ALONG A BULLDOZED ROAD LEADING TO THE
 HN0157'SAN JUAN RIVER, 0.25 MILE NORTHWEST OF A LARGE WASH, 116 FEET
 HN0157'SOUTHWEST OF THE CENTER OF A NARROW WASH, 42 FEET EAST-SOUTHEAST OF
 HN0157'THE CENTERLINE OF THE ROAD, 38 FEET NORTH OF A METAL WITNESS POST,
 HN0157'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A FLAT ROCK OUTCROP
 HN0157'THAT IS FLUSH WITH THE GROUND.
 HN0157
 HN0157                          STATION RECOVERY (2012)
 HN0157
 HN0157'RECOVERY NOTE BY GEOCACHING 2012 (BA)
 HN0157'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0182 ***********************************************************************
 HN0182  CBN         -  This is a Cooperative Base Network Control Station.
 HN0182  DESIGNATION -  M 142
 HN0182  PID         -  HN0182
 HN0182  STATE/COUNTY-  UT/SAN JUAN
 HN0182  COUNTRY     -  US
 HN0182  USGS QUAD   -  GOULDING (2017)
 HN0182
 HN0182                         *CURRENT SURVEY CONTROL
 HN0182  ______________________________________________________________________
 HN0182* NAD 83(2011) POSITION- 37 00 47.64440(N) 110 12 03.99312(W)   ADJUSTED
 HN0182* NAD 83(2011) ELLIP HT-  1551.693 (meters)        (06/27/12)   ADJUSTED
 HN0182* NAD 83(2011) EPOCH   -  2010.00
 HN0182* NAVD 88 ORTHO HEIGHT -  1572.640 (meters)     5159.57  (feet) ADJUSTED
 HN0182  ______________________________________________________________________
 HN0182  GEOID HEIGHT    -        -20.961 (meters)                     GEOID18
 HN0182  NAD 83(2011) X  - -1,761,233.676 (meters)                     COMP
 HN0182  NAD 83(2011) Y  - -4,786,607.003 (meters)                     COMP
 HN0182  NAD 83(2011) Z  -  3,819,500.166 (meters)                     COMP
 HN0182  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 HN0182  DYNAMIC HEIGHT  -       1570.831 (meters)     5153.63  (feet) COMP
 HN0182  MODELED GRAVITY -    979,425.3   (mgal)                       NAVD 88
 HN0182
 HN0182  VERT ORDER      -  FIRST     CLASS II
 HN0182
 HN0182  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HN0182  Standards:
 HN0182         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HN0182            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HN0182  -------------------------------------------------------------------
 HN0182  NETWORK    0.50   1.25           0.22   0.19   0.64     -0.03387961
 HN0182  -------------------------------------------------------------------
 HN0182  Click here for local accuracies and other accuracy information.
 HN0182
 HN0182.The horizontal coordinates were established by GPS observations
 HN0182.and adjusted by the National Geodetic Survey in June 2012.
 HN0182
 HN0182.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HN0182.been affixed to the stable North American tectonic plate. See 
 HN0182.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HN0182
 HN0182.The horizontal coordinates are valid at the epoch date displayed above
 HN0182.which is a decimal equivalence of Year/Month/Day.
 HN0182
 HN0182.The orthometric height was determined by differential leveling and
 HN0182.adjusted by the NATIONAL GEODETIC SURVEY
 HN0182.in June 1991.
 HN0182
 HN0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0182.GEOID18 height accuracy estimate available here.
 HN0182
 HN0182.Click photographs - Photos may exist for this station.
 HN0182
 HN0182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HN0182
 HN0182.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0182
 HN0182.The ellipsoidal height was determined by GPS observations
 HN0182.and is referenced to NAD 83.
 HN0182
 HN0182.The dynamic height is computed by dividing the NAVD 88
 HN0182.geopotential number by the normal gravity value computed on the
 HN0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0182.degrees latitude (g = 980.6199 gals.).
 HN0182
 HN0182.The modeled gravity was interpolated from observed gravity values.
 HN0182
 HN0182. The following values were computed from the NAD 83(2011) position.
 HN0182
 HN0182;                    North         East     Units Scale Factor Converg.
 HN0182;SPC UT S     - 3,039,266.423   615,597.435   MT  1.00004110   +0 47 44.9
 HN0182;SPC UT S     - 9,971,326.59  2,019,672.58   sFT  1.00004110   +0 47 44.9
 HN0182;UTM  12      - 4,096,638.813   571,070.480   MT  0.99966222   +0 28 51.4
 HN0182
 HN0182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0182!SPC UT S     -   0.99975655  x   1.00004110  =   0.99979764
 HN0182!UTM  12      -   0.99975655  x   0.99966222  =   0.99941885
 HN0182
 HN0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF7107096638(NAD 83)
 HN0182
 HN0182                          SUPERSEDED SURVEY CONTROL
 HN0182
 HN0182  NAD 83(2007)-  37 00 47.64388(N)    110 12 03.99350(W) AD(2002.00) 0
 HN0182  ELLIP H (02/10/07) 1551.719  (m)                       GP(2002.00)    
 HN0182  NAD 83(1994)-  37 00 47.64365(N)    110 12 03.99307(W) AD(       ) A
 HN0182  ELLIP H (06/28/00) 1551.706  (m)                       GP(       ) 4 1
 HN0182  NAVD 88            1572.64   (m)         5159.6    (f) LEVELING    3  
 HN0182  NGVD 29 (??/??/92) 1571.731  (m)         5156.59   (f) ADJ UNCH    1 2
 HN0182
 HN0182.Superseded values are not recommended for survey control.
 HN0182
 HN0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0182.See file dsdata.pdf to determine how the superseded data were derived.
 HN0182
 HN0182_MARKER: DB = BENCH MARK DISK
 HN0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0182_STAMPING: M 142 1962
 HN0182_MARK LOGO: CGS
 HN0182_PROJECTION: FLUSH
 HN0182_MAGNETIC: N = NO MAGNETIC MATERIAL
 HN0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0182+STABILITY: SURFACE MOTION
 HN0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0182+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 HN0182
 HN0182  HISTORY     - Date     Condition        Report By
 HN0182  HISTORY     - 1962     MONUMENTED       CGS
 HN0182  HISTORY     - 1983     GOOD             NGS
 HN0182  HISTORY     - 19990620 GOOD             NAVNAT
 HN0182  HISTORY     - 20041109 GOOD             MSAM
 HN0182
 HN0182                          STATION DESCRIPTION
 HN0182
 HN0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0182'0.6 MI N FROM GOULDING TR. POST.
 HN0182'ABOUT 0.6 MILE NORTH ALONG A DIRT ROAD FROM GOULDINGS TRADING POST IN
 HN0182'UTAH, AT THE MONUMENT VALLEY LANDING STRIP, 155 FEET EAST OF THE
 HN0182'CENTERLINE OF THE LANDING STRIP OR RUNWAY, 3 FEET EAST OF A METAL
 HN0182'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE RUNWAY, AND SET IN
 HN0182'THE TOP OF A CONCRETE POST PROJECTING 10 INCHES AT THE EAST EDGE OF A
 HN0182'PLANE TIE-DOWN AREA.
 HN0182
 HN0182                          STATION RECOVERY (1983)
 HN0182
 HN0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0182'RECOVERED IN GOOD CONDITION, NOT LEVELED DURING THIS SURVEY.
 HN0182
 HN0182                          STATION RECOVERY (1999)
 HN0182
 HN0182'RECOVERY NOTE BY NAVAJO NATION 1999 (LY)
 HN0182'THE STATION IS LOCATED ABOUT 137.4 KM (85.35 MI) WEST OF SHIPROCK, NM,
 HN0182'34.1 KM (21.20 MI) NORTH OF KAYENTA, AZ AND ON THE NORTHWEST SIDE OF
 HN0182'GOULDING, UT, AT THE MONUMENT VALLEY LANDING STRIP.  TO REACH FROM THE
 HN0182'JUNCTION OF US HIGHWAYS 160 AND 163 ON THE SOUTH SIDE OF KAYENTA, GO
 HN0182'NORTH ON HIGHWAY 163 FOR 36.5 KM (22.70 MI) TO THE ARIZONA-UTAH STATE
 HN0182'LINE.  CONTINUE AHEAD FOR 0.8 KM (0.50 MI) TO A CROSSROAD. TURN LEFT
 HN0182'AND GO WEST ON COUNTY ROUTE 2404 FOR 2.4 KM (1.50 MI) TO A SIDE ROAD
 HN0182'RIGHT.  TURN RIGHT AND GO NORTH ON A GRADED ROAD FOR 0.3 KM (0.20 MI)
 HN0182'TO A METAL HANGAR AND THE STATION.  IT IS LOCATED 13.7 M (44.9 FT)
 HN0182'EAST OF RUNWAY CENTERLINE, 10.7 M (35.1 FT) NORTH OF THE NORTH SIDE OF
 HN0182'THE HANGAR AND 3.3 FT (1.0 M) EAST OF A METAL WITNESS POST.
 HN0182
 HN0182                          STATION RECOVERY (2004)
 HN0182
 HN0182'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 HN0182'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. (KCH) 2004
 HN0182'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0548 ***********************************************************************
 HN0548  DESIGNATION -  M 143
 HN0548  PID         -  HN0548
 HN0548  STATE/COUNTY-  UT/KANE
 HN0548  COUNTRY     -  US
 HN0548  USGS QUAD   -  LONE ROCK (2017)
 HN0548
 HN0548                         *CURRENT SURVEY CONTROL
 HN0548  ______________________________________________________________________
 HN0548* NAD 83(1986) POSITION- 37 03 04.1    (N) 111 37 19.3    (W)   HD_HELD2
 HN0548* NAVD 88 ORTHO HEIGHT -  1179.766 (meters)     3870.62  (feet) ADJUSTED
 HN0548  ______________________________________________________________________
 HN0548  GEOID HEIGHT    -        -23.310 (meters)                     GEOID18
 HN0548  DYNAMIC HEIGHT  -       1178.433 (meters)     3866.24  (feet) COMP
 HN0548  MODELED GRAVITY -    979,461.5   (mgal)                       NAVD 88
 HN0548
 HN0548  VERT ORDER      -  FIRST     CLASS II
 HN0548
 HN0548.The horizontal coordinates were established by autonomous hand held GPS
 HN0548.observations and have an estimated accuracy of +/- 10 meters.
 HN0548
 HN0548.The orthometric height was determined by differential leveling and
 HN0548.adjusted by the NATIONAL GEODETIC SURVEY
 HN0548.in June 1991.
 HN0548
 HN0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0548.GEOID18 height accuracy estimate available here.
 HN0548
 HN0548.Click photographs - Photos may exist for this station.
 HN0548
 HN0548.The dynamic height is computed by dividing the NAVD 88
 HN0548.geopotential number by the normal gravity value computed on the
 HN0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0548.degrees latitude (g = 980.6199 gals.).
 HN0548
 HN0548.The modeled gravity was interpolated from observed gravity values.
 HN0548
 HN0548;                    North         East    Units  Estimated Accuracy
 HN0548;SPC UT S     - 3,042,677.      489,145.      MT  (+/- 10 meters HH2 GPS)
 HN0548
 HN0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG4469100726(NAD 83)
 HN0548
 HN0548                          SUPERSEDED SURVEY CONTROL
 HN0548
 HN0548  NGVD 29 (??/??/92) 1178.850  (m)         3867.61   (f) ADJ UNCH    1 2
 HN0548
 HN0548.Superseded values are not recommended for survey control.
 HN0548
 HN0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0548.See file dsdata.pdf to determine how the superseded data were derived.
 HN0548
 HN0548_MARKER: DB = BENCH MARK DISK
 HN0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0548_STAMPING: M 143 1962
 HN0548_MARK LOGO: CGS
 HN0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0548+STABILITY: SURFACE MOTION
 HN0548
 HN0548  HISTORY     - Date     Condition        Report By
 HN0548  HISTORY     - 1962     MONUMENTED       CGS
 HN0548  HISTORY     - 1983     GOOD             NGS
 HN0548
 HN0548                          STATION DESCRIPTION
 HN0548
 HN0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0548'11.85 MI NW FROM PAGE, AZ.
 HN0548'ABOUT 11.6 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 HN0548'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 0.25 MILE EAST
 HN0548'ALONG A DIRT ROAD TO THE SOUTHWEST RIM OF WAHWEAP CREEK, 258 FEET
 HN0548'NORTHEAST OF A GATE IN A NORTH-SOUTH FENCE, 41 FEET SOUTHWEST OF THE
 HN0548'CENTERLINE OF THE DIRT ROAD, 1.6 FEET SOUTHWEST OF A METAL WITNESS
 HN0548'POST, ABOUT LEVEL WITH THE DIRT ROAD, AND SET IN THE TOP OF A CONCRETE
 HN0548'POST PROJECTING 6 INCHES.
 HN0548
 HN0548                          STATION RECOVERY (1983)
 HN0548
 HN0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0548'RECOVERED IN GOOD CONDITION.  OMIT--11.6 MI WEST OF THE SOUTHWEST END
 HN0548'OF THE GLEN CANYON BRIDGE.  ADD--19.6 KM (12.2 MI) WEST OF THE
 HN0548'SOUTHWEST END OF THE GLEN CANYON BRIDGE IN PAGE AZ.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0202 ***********************************************************************
 HN0202  DESIGNATION -  M 145
 HN0202  PID         -  HN0202
 HN0202  STATE/COUNTY-  UT/KANE
 HN0202  COUNTRY     -  US
 HN0202  USGS QUAD   -  DAVIS GULCH (2017)
 HN0202
 HN0202                         *CURRENT SURVEY CONTROL
 HN0202  ______________________________________________________________________
 HN0202* NAD 83(1986) POSITION- 37 15 20.     (N) 110 58 50.     (W)   SCALED
 HN0202* NAVD 88 ORTHO HEIGHT -  1370.472 (meters)     4496.29  (feet) ADJUSTED
 HN0202  ______________________________________________________________________
 HN0202  GEOID HEIGHT    -        -22.705 (meters)                     GEOID18
 HN0202  DYNAMIC HEIGHT  -       1368.908 (meters)     4491.16  (feet) COMP
 HN0202  MODELED GRAVITY -    979,442.5   (mgal)                       NAVD 88
 HN0202
 HN0202  VERT ORDER      -  FIRST     CLASS II
 HN0202
 HN0202.The horizontal coordinates were scaled from a map and have
 HN0202.an estimated accuracy of +/- 6 seconds.
 HN0202
 HN0202.The orthometric height was determined by differential leveling and
 HN0202.adjusted by the NATIONAL GEODETIC SURVEY
 HN0202.in June 1991.
 HN0202
 HN0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0202.GEOID18 height accuracy estimate available here.
 HN0202
 HN0202.Click photographs - Photos may exist for this station.
 HN0202
 HN0202.The dynamic height is computed by dividing the NAVD 88
 HN0202.geopotential number by the normal gravity value computed on the
 HN0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0202.degrees latitude (g = 980.6199 gals.).
 HN0202
 HN0202.The modeled gravity was interpolated from observed gravity values.
 HN0202
 HN0202;                    North         East    Units  Estimated Accuracy
 HN0202;SPC UT S     - 3,065,490.      546,080.      MT  (+/- 180 meters Scaled)
 HN0202
 HN0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG017232(NAD 83)
 HN0202
 HN0202                          SUPERSEDED SURVEY CONTROL
 HN0202
 HN0202  NGVD 29 (??/??/92) 1369.471  (m)         4493.01   (f) ADJ UNCH    1 2
 HN0202
 HN0202.Superseded values are not recommended for survey control.
 HN0202
 HN0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0202.See file dsdata.pdf to determine how the superseded data were derived.
 HN0202
 HN0202_MARKER: DB = BENCH MARK DISK
 HN0202_SETTING: 66 = SET IN ROCK OUTCROP
 HN0202_STAMPING: M 145 1962
 HN0202_MARK LOGO: CGS
 HN0202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0202+STABILITY: POSITION/ELEVATION WELL
 HN0202
 HN0202  HISTORY     - Date     Condition        Report By
 HN0202  HISTORY     - 1962     MONUMENTED       CGS
 HN0202
 HN0202                          STATION DESCRIPTION
 HN0202
 HN0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0202'6.15 MI W FROM HOLE-IN-THE-ROCK.
 HN0202'6.15 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK, ABOUT
 HN0202'0.3 MILE NORTH OF FIFTYMILE POINT, 0.1 MILE NORTHEAST OF A GLEN CANYON
 HN0202'RECREATON SIGN, 60 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 25.0 FEET
 HN0202'NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 HN0202'ROAD, AND SET IN THE TOP OF A FLAT ROCK OUTCROP WHICH PROJECTS ABOUT
 HN0202'12 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0267 ***********************************************************************
 HN0267  DESIGNATION -  M 146
 HN0267  PID         -  HN0267
 HN0267  STATE/COUNTY-  UT/KANE
 HN0267  COUNTRY     -  US
 HN0267  USGS QUAD   -  NASJA MESA (2017)
 HN0267
 HN0267                         *CURRENT SURVEY CONTROL
 HN0267  ______________________________________________________________________
 HN0267* NAD 83(1986) POSITION- 37 13 50.     (N) 110 57 00.     (W)   SCALED
 HN0267* NAVD 88 ORTHO HEIGHT -  1264.352 (meters)     4148.13  (feet) ADJUSTED
 HN0267  ______________________________________________________________________
 HN0267  GEOID HEIGHT    -        -22.761 (meters)                     GEOID18
 HN0267  DYNAMIC HEIGHT  -       1262.886 (meters)     4143.32  (feet) COMP
 HN0267  MODELED GRAVITY -    979,429.2   (mgal)                       NAVD 88
 HN0267
 HN0267  VERT ORDER      -  FIRST     CLASS II
 HN0267
 HN0267.The horizontal coordinates were scaled from a map and have
 HN0267.an estimated accuracy of +/- 6 seconds.
 HN0267
 HN0267.The orthometric height was determined by differential leveling and
 HN0267.adjusted by the NATIONAL GEODETIC SURVEY
 HN0267.in June 1991.
 HN0267
 HN0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0267.GEOID18 height accuracy estimate available here.
 HN0267
 HN0267.Click photographs - Photos may exist for this station.
 HN0267
 HN0267.The dynamic height is computed by dividing the NAVD 88
 HN0267.geopotential number by the normal gravity value computed on the
 HN0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0267.degrees latitude (g = 980.6199 gals.).
 HN0267
 HN0267.The modeled gravity was interpolated from observed gravity values.
 HN0267
 HN0267;                    North         East    Units  Estimated Accuracy
 HN0267;SPC UT S     - 3,062,730.      548,810.      MT  (+/- 180 meters Scaled)
 HN0267
 HN0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG044204(NAD 83)
 HN0267
 HN0267                          SUPERSEDED SURVEY CONTROL
 HN0267
 HN0267  NGVD 29 (??/??/92) 1263.331  (m)         4144.78   (f) ADJ UNCH    1 2
 HN0267
 HN0267.Superseded values are not recommended for survey control.
 HN0267
 HN0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0267.See file dsdata.pdf to determine how the superseded data were derived.
 HN0267
 HN0267_MARKER: DB = BENCH MARK DISK
 HN0267_SETTING: 66 = SET IN ROCK OUTCROP
 HN0267_STAMPING: M 146 1962
 HN0267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0267+STABILITY: POSITION/ELEVATION WELL
 HN0267
 HN0267  HISTORY     - Date     Condition        Report By
 HN0267  HISTORY     - 1962     MONUMENTED       CGS
 HN0267
 HN0267                          STATION DESCRIPTION
 HN0267
 HN0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0267'5.8 MI SW FROM HOLE-IN-THE-ROCK.
 HN0267'5.8 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK. ABOUT
 HN0267'0.85 MILE SOUTH OF LIEWELLYN GULCH, SET IN THE TOP OF THE EAST SLOPE
 HN0267'OF A SMALL SANDSTONE HILL, 15 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF
 HN0267'A TRIANGLE SHAPED DEPRESSION IN THE SANDSTONE WHICH IS ABOUT 3 1/2
 HN0267'FEET DEEP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0260 ***********************************************************************
 HN0260  DESIGNATION -  M 147
 HN0260  PID         -  HN0260
 HN0260  STATE/COUNTY-  UT/SAN JUAN
 HN0260  COUNTRY     -  US
 HN0260  USGS QUAD   -  HALLS CROSSING NE (2017)
 HN0260
 HN0260                         *CURRENT SURVEY CONTROL
 HN0260  ______________________________________________________________________
 HN0260* NAD 83(1986) POSITION- 37 23 03.     (N) 110 30 52.     (W)   SCALED
 HN0260* NAVD 88 ORTHO HEIGHT -  1494.637 (meters)     4903.65  (feet) ADJUSTED
 HN0260  ______________________________________________________________________
 HN0260  GEOID HEIGHT    -        -22.081 (meters)                     GEOID18
 HN0260  DYNAMIC HEIGHT  -       1492.909 (meters)     4897.99  (feet) COMP
 HN0260  MODELED GRAVITY -    979,422.8   (mgal)                       NAVD 88
 HN0260
 HN0260  VERT ORDER      -  FIRST     CLASS II
 HN0260
 HN0260.The horizontal coordinates were scaled from a map and have
 HN0260.an estimated accuracy of +/- 6 seconds.
 HN0260
 HN0260.The orthometric height was determined by differential leveling and
 HN0260.adjusted by the NATIONAL GEODETIC SURVEY
 HN0260.in June 1991.
 HN0260
 HN0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0260.GEOID18 height accuracy estimate available here.
 HN0260
 HN0260.Click photographs - Photos may exist for this station.
 HN0260
 HN0260.The dynamic height is computed by dividing the NAVD 88
 HN0260.geopotential number by the normal gravity value computed on the
 HN0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0260.degrees latitude (g = 980.6199 gals.).
 HN0260
 HN0260.The modeled gravity was interpolated from observed gravity values.
 HN0260
 HN0260;                    North         East    Units  Estimated Accuracy
 HN0260;SPC UT S     - 3,080,090.      587,280.      MT  (+/- 180 meters Scaled)
 HN0260
 HN0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG429376(NAD 83)
 HN0260
 HN0260                          SUPERSEDED SURVEY CONTROL
 HN0260
 HN0260  NGVD 29 (??/??/92) 1493.599  (m)         4900.25   (f) ADJ UNCH    1 2
 HN0260
 HN0260.Superseded values are not recommended for survey control.
 HN0260
 HN0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0260.See file dsdata.pdf to determine how the superseded data were derived.
 HN0260
 HN0260_MARKER: DB = BENCH MARK DISK
 HN0260_SETTING: 66 = SET IN ROCK OUTCROP
 HN0260_STAMPING: M 147 1962
 HN0260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0260+STABILITY: POSITION/ELEVATION WELL
 HN0260
 HN0260  HISTORY     - Date     Condition        Report By
 HN0260  HISTORY     - 1962     MONUMENTED       CGS
 HN0260
 HN0260                          STATION DESCRIPTION
 HN0260
 HN0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0260'49.2 MI SW FROM FRY CANYON.
 HN0260'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0260'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0260'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD TO A ROAD JUNCTION AND
 HN0260'A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET. THENCE
 HN0260'2.2 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.  21 FEET SOUTHEAST OF
 HN0260'THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A SANDSTONE OUTCROP
 HN0260'WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE THE GROUND, AT THE NORTHEAST END
 HN0260'OF A SANDSTONE HILL, 47 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM A
 HN0260'LONE CEDAR TREE, AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0295 ***********************************************************************
 HN0295  DESIGNATION -  M 148
 HN0295  PID         -  HN0295
 HN0295  STATE/COUNTY-  UT/SAN JUAN
 HN0295  COUNTRY     -  US
 HN0295  USGS QUAD   -  HALLS CROSSING NE (2017)
 HN0295
 HN0295                         *CURRENT SURVEY CONTROL
 HN0295  ______________________________________________________________________
 HN0295* NAD 83(1986) POSITION- 37 27 20.     (N) 110 36 57.     (W)   SCALED
 HN0295* NAVD 88 ORTHO HEIGHT -  1254.726 (meters)     4116.55  (feet) ADJUSTED
 HN0295  ______________________________________________________________________
 HN0295  GEOID HEIGHT    -        -22.363 (meters)                     GEOID18
 HN0295  DYNAMIC HEIGHT  -       1253.317 (meters)     4111.92  (feet) COMP
 HN0295  MODELED GRAVITY -    979,465.7   (mgal)                       NAVD 88
 HN0295
 HN0295  VERT ORDER      -  FIRST     CLASS II
 HN0295
 HN0295.The horizontal coordinates were scaled from a map and have
 HN0295.an estimated accuracy of +/- 6 seconds.
 HN0295
 HN0295.The orthometric height was determined by differential leveling and
 HN0295.adjusted by the NATIONAL GEODETIC SURVEY
 HN0295.in June 1991.
 HN0295
 HN0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0295.GEOID18 height accuracy estimate available here.
 HN0295
 HN0295.Click photographs - Photos may exist for this station.
 HN0295
 HN0295.The dynamic height is computed by dividing the NAVD 88
 HN0295.geopotential number by the normal gravity value computed on the
 HN0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0295.degrees latitude (g = 980.6199 gals.).
 HN0295
 HN0295.The modeled gravity was interpolated from observed gravity values.
 HN0295
 HN0295;                    North         East    Units  Estimated Accuracy
 HN0295;SPC UT S     - 3,087,920.      578,230.      MT  (+/- 180 meters Scaled)
 HN0295
 HN0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG339454(NAD 83)
 HN0295
 HN0295                          SUPERSEDED SURVEY CONTROL
 HN0295
 HN0295  NGVD 29 (??/??/92) 1253.705  (m)         4113.20   (f) ADJ UNCH    1 2
 HN0295
 HN0295.Superseded values are not recommended for survey control.
 HN0295
 HN0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0295.See file dsdata.pdf to determine how the superseded data were derived.
 HN0295
 HN0295_MARKER: DB = BENCH MARK DISK
 HN0295_SETTING: 66 = SET IN ROCK OUTCROP
 HN0295_STAMPING: M 148 1962
 HN0295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0295+STABILITY: POSITION/ELEVATION WELL
 HN0295
 HN0295  HISTORY     - Date     Condition        Report By
 HN0295  HISTORY     - 1962     MONUMENTED       CGS
 HN0295
 HN0295                          STATION DESCRIPTION
 HN0295
 HN0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0295'56.6 MI SW FROM FRY CANYON.
 HN0295'12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE AT FRY
 HN0295'CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD. THENCE
 HN0295'15.0 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH CLAY HILLS
 HN0295'DIVIDE.  THENCE 9.6 MILES NORTHWEST ALONG A BULLDOZED ROAD LEADING TO
 HN0295'HALLS CROSSING ON THE COLORADO RIVER, 17.1 MILES WEST OF GREEN WATER
 HN0295'SPRING, ABOUT 0.7 MILE SOUTHEAST OF AND ACROSS FROM A CANYON WHICH
 HN0295'DRAINS INTO MOQUI CANYON, 127 FEET NORTHWEST OF THE CENTER OF A SANDY
 HN0295'DRAW WHICH IS BETWEEN TWO SANDSTONE FORMATIONS, 51 FEET NORTHEAST OF
 HN0295'THE CENTERLINE OF THE ROAD, 48.5 FEET WEST OF A METAL WITNESS POST,
 HN0295'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A SANDSTONE OUTCROP
 HN0295'WHICH HAS A STEEP SLOPE TO THE SOUTHEAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0236 ***********************************************************************
 HN0236  DESIGNATION -  M 149
 HN0236  PID         -  HN0236
 HN0236  STATE/COUNTY-  UT/SAN JUAN
 HN0236  COUNTRY     -  US
 HN0236  USGS QUAD   -  ALCOVE CANYON (2017)
 HN0236
 HN0236                         *CURRENT SURVEY CONTROL
 HN0236  ______________________________________________________________________
 HN0236* NAD 83(1986) POSITION- 37 17 38.     (N) 110 40 42.     (W)   SCALED
 HN0236* NAVD 88 ORTHO HEIGHT -  1344.869 (meters)     4412.29  (feet) ADJUSTED
 HN0236  ______________________________________________________________________
 HN0236  GEOID HEIGHT    -        -22.434 (meters)                     GEOID18
 HN0236  DYNAMIC HEIGHT  -       1343.347 (meters)     4407.30  (feet) COMP
 HN0236  MODELED GRAVITY -    979,453.3   (mgal)                       NAVD 88
 HN0236
 HN0236  VERT ORDER      -  FIRST     CLASS II
 HN0236
 HN0236.The horizontal coordinates were scaled from a map and have
 HN0236.an estimated accuracy of +/- 6 seconds.
 HN0236
 HN0236.The orthometric height was determined by differential leveling and
 HN0236.adjusted by the NATIONAL GEODETIC SURVEY
 HN0236.in June 1991.
 HN0236
 HN0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0236.GEOID18 height accuracy estimate available here.
 HN0236
 HN0236.Click photographs - Photos may exist for this station.
 HN0236
 HN0236.The dynamic height is computed by dividing the NAVD 88
 HN0236.geopotential number by the normal gravity value computed on the
 HN0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0236.degrees latitude (g = 980.6199 gals.).
 HN0236
 HN0236.The modeled gravity was interpolated from observed gravity values.
 HN0236
 HN0236;                    North         East    Units  Estimated Accuracy
 HN0236;SPC UT S     - 3,069,930.      572,850.      MT  (+/- 180 meters Scaled)
 HN0236
 HN0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG285275(NAD 83)
 HN0236
 HN0236                          SUPERSEDED SURVEY CONTROL
 HN0236
 HN0236  NGVD 29 (??/??/92) 1343.877  (m)         4409.04   (f) ADJ UNCH    1 2
 HN0236
 HN0236.Superseded values are not recommended for survey control.
 HN0236
 HN0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0236.See file dsdata.pdf to determine how the superseded data were derived.
 HN0236
 HN0236_MARKER: DB = BENCH MARK DISK
 HN0236_SETTING: 66 = SET IN ROCK OUTCROP
 HN0236_STAMPING: M 149 1962
 HN0236_MARK LOGO: CGS
 HN0236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0236+STABILITY: POSITION/ELEVATION WELL
 HN0236
 HN0236  HISTORY     - Date     Condition        Report By
 HN0236  HISTORY     - 1962     MONUMENTED       CGS
 HN0236  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0236  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0236
 HN0236                          STATION DESCRIPTION
 HN0236
 HN0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0236'66.35 MI SW FROM FRY CANYON.
 HN0236'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0236'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0236'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0236'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0236'TRAIL ROAD.  THENCE 11.75 MILES SOUTHWEST ALONG A TRAIL ROAD.  0.5
 HN0236'MILE NORTHEAST OF A CROSSING OF THE ROAD AND THE HEAD OF A CANYON. AT
 HN0236'A CURVE IN THE ROAD, 200 FEET SOUTH OF THE CROSSING OF THE ROAD AND A
 HN0236'SHALLOW WASH, 35 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 HN0236'SET IN THE TOP OF A SANDSTONE OUTCROP, NORTHWEST OF AND AT THE FOOT OF
 HN0236'A SLOPING SANDSTONE FORMATION, AND ABOUT 4 1/2 FEET ABOVE THE LEVEL OF
 HN0236'THE ROAD.
 HN0236
 HN0236                          STATION RECOVERY (1982)
 HN0236
 HN0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0236'MARK NOT FOUND.
 HN0236
 HN0236                          STATION RECOVERY (1982)
 HN0236
 HN0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0236'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0021 ***********************************************************************
 LO0021  DESIGNATION -  M 15
 LO0021  PID         -  LO0021
 LO0021  STATE/COUNTY-  UT/DUCHESNE
 LO0021  COUNTRY     -  US
 LO0021  USGS QUAD   -  DUCHESNE NE (2017)
 LO0021
 LO0021                         *CURRENT SURVEY CONTROL
 LO0021  ______________________________________________________________________
 LO0021* NAD 83(1986) POSITION- 40 10 17.     (N) 110 16 07.     (W)   SCALED
 LO0021* NAVD 88 ORTHO HEIGHT -  1636.200 (meters)     5368.10  (feet) ADJUSTED
 LO0021  ______________________________________________________________________
 LO0021  GEOID HEIGHT    -        -17.449 (meters)                     GEOID18
 LO0021  DYNAMIC HEIGHT  -       1634.634 (meters)     5362.96  (feet) COMP
 LO0021  MODELED GRAVITY -    979,612.4   (mgal)                       NAVD 88
 LO0021
 LO0021  VERT ORDER      -  FIRST     CLASS II
 LO0021
 LO0021.The horizontal coordinates were scaled from a map and have
 LO0021.an estimated accuracy of +/- 6 seconds.
 LO0021
 LO0021.The orthometric height was determined by differential leveling and
 LO0021.adjusted by the NATIONAL GEODETIC SURVEY
 LO0021.in June 1991.
 LO0021
 LO0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0021.GEOID18 height accuracy estimate available here.
 LO0021
 LO0021.Click photographs - Photos may exist for this station.
 LO0021
 LO0021.The dynamic height is computed by dividing the NAVD 88
 LO0021.geopotential number by the normal gravity value computed on the
 LO0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0021.degrees latitude (g = 980.6199 gals.).
 LO0021
 LO0021.The modeled gravity was interpolated from observed gravity values.
 LO0021
 LO0021;                    North         East    Units  Estimated Accuracy
 LO0021;SPC UT C     - 2,204,780.      604,880.      MT  (+/- 180 meters Scaled)
 LO0021
 LO0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK622470(NAD 83)
 LO0021
 LO0021                          SUPERSEDED SURVEY CONTROL
 LO0021
 LO0021  NGVD 29 (??/??/92) 1634.923  (m)         5363.91   (f) ADJ UNCH    1 2
 LO0021
 LO0021.Superseded values are not recommended for survey control.
 LO0021
 LO0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0021.See file dsdata.pdf to determine how the superseded data were derived.
 LO0021
 LO0021_MARKER: DB = BENCH MARK DISK
 LO0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0021_SP_SET: CULVERT
 LO0021_STAMPING: M 15 1934
 LO0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0021
 LO0021  HISTORY     - Date     Condition        Report By
 LO0021  HISTORY     - 1934     MONUMENTED       USGS
 LO0021  HISTORY     - 1934     GOOD             CGS
 LO0021  HISTORY     - 1963     MARK NOT FOUND   CGS
 LO0021
 LO0021                          STATION DESCRIPTION
 LO0021
 LO0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0021'7.8 MI E FROM DUCHESNE.
 LO0021'7.8 MILES EAST ALONG U.S. HIGHWAY 40 FROM DUCHESNE, DUCHESNE COUNTY,
 LO0021'410 FEET EAST OF THE INTERSECTION OF A ROAD LEADING NORTHEAST, AT THE
 LO0021'SUMMIT OF A HILL, AT A CONCRETE CULVERT, AND IN THE TOP OF THE EAST
 LO0021'END OF THE NORTH HEAD WALL.  A UNITED STATES GEOLOGICAL SURVEY
 LO0021'STANDARD DISK, STAMPED M 15 1934.
 LO0021
 LO0021                          STATION RECOVERY (1963)
 LO0021
 LO0021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LO0021'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0150 ***********************************************************************
 HN0150  DESIGNATION -  M 150
 HN0150  PID         -  HN0150
 HN0150  STATE/COUNTY-  UT/SAN JUAN
 HN0150  COUNTRY     -  US
 HN0150  USGS QUAD   -  MIKES MESA (2017)
 HN0150
 HN0150                         *CURRENT SURVEY CONTROL
 HN0150  ______________________________________________________________________
 HN0150* NAD 83(1986) POSITION- 37 16 42.     (N) 110 23 51.     (W)   SCALED
 HN0150* NAVD 88 ORTHO HEIGHT -  1174.715 (meters)     3854.04  (feet) ADJUSTED
 HN0150  ______________________________________________________________________
 HN0150  GEOID HEIGHT    -        -21.798 (meters)                     GEOID18
 HN0150  DYNAMIC HEIGHT  -       1173.465 (meters)     3849.94  (feet) COMP
 HN0150  MODELED GRAVITY -    979,526.4   (mgal)                       NAVD 88
 HN0150
 HN0150  VERT ORDER      -  FIRST     CLASS II
 HN0150
 HN0150.The horizontal coordinates were scaled from a map and have
 HN0150.an estimated accuracy of +/- 6 seconds.
 HN0150
 HN0150.The orthometric height was determined by differential leveling and
 HN0150.adjusted by the NATIONAL GEODETIC SURVEY
 HN0150.in June 1991.
 HN0150
 HN0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0150.GEOID18 height accuracy estimate available here.
 HN0150
 HN0150.Click photographs - Photos may exist for this station.
 HN0150
 HN0150.The dynamic height is computed by dividing the NAVD 88
 HN0150.geopotential number by the normal gravity value computed on the
 HN0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0150.degrees latitude (g = 980.6199 gals.).
 HN0150
 HN0150.The modeled gravity was interpolated from observed gravity values.
 HN0150
 HN0150;                    North         East    Units  Estimated Accuracy
 HN0150;SPC UT S     - 3,068,460.      597,770.      MT  (+/- 180 meters Scaled)
 HN0150
 HN0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG534259(NAD 83)
 HN0150
 HN0150                          SUPERSEDED SURVEY CONTROL
 HN0150
 HN0150  NGVD 29 (??/??/92) 1173.853  (m)         3851.22   (f) ADJ UNCH    1 2
 HN0150
 HN0150.Superseded values are not recommended for survey control.
 HN0150
 HN0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0150.See file dsdata.pdf to determine how the superseded data were derived.
 HN0150
 HN0150_MARKER: DB = BENCH MARK DISK
 HN0150_SETTING: 66 = SET IN ROCK OUTCROP
 HN0150_STAMPING: M 150 1962
 HN0150_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0150+STABILITY: POSITION/ELEVATION WELL
 HN0150
 HN0150  HISTORY     - Date     Condition        Report By
 HN0150  HISTORY     - 1962     MONUMENTED       CGS
 HN0150
 HN0150                          STATION DESCRIPTION
 HN0150
 HN0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0150'23.4 MI NW FROM OLJATO.
 HN0150'ABOUT 17.15 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0150'FROM THE TRADING POST AT OLJATO.  THENCE 6.25 MILES NORTHEAST ACROSS
 HN0150'COUNTRY BY FOOT ONLY TOWARDS THE SAN JUAN RIVER, ABOUT 0.6 MILE SOUTH
 HN0150'OF THE WEST END OF A FLAT TOPPED HILL, ON THE NORTH RIM OF A WIDE
 HN0150'WASH, 152 FEET SOUTH OF A METAL WITNESS POST, 18 FEET NORTH OF THE
 HN0150'NORTH RIM OF THE WASH, AND SET FLUSH IN THE TOP OF A LARGE FLAT ROCK
 HN0150'OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0284 ***********************************************************************
 HN0284  DESIGNATION -  M 152
 HN0284  PID         -  HN0284
 HN0284  STATE/COUNTY-  UT/KANE
 HN0284  COUNTRY     -  US
 HN0284  USGS QUAD   -  NASJA MESA (2017)
 HN0284
 HN0284                         *CURRENT SURVEY CONTROL
 HN0284  ______________________________________________________________________
 HN0284* NAD 83(1986) POSITION- 37 08 18.     (N) 110 59 45.     (W)   SCALED
 HN0284* NAVD 88 ORTHO HEIGHT -  1297.782 (meters)     4257.81  (feet) ADJUSTED
 HN0284  ______________________________________________________________________
 HN0284  GEOID HEIGHT    -        -22.889 (meters)                     GEOID18
 HN0284  DYNAMIC HEIGHT  -       1296.184 (meters)     4252.56  (feet) COMP
 HN0284  MODELED GRAVITY -    979,357.5   (mgal)                       NAVD 88
 HN0284
 HN0284  VERT ORDER      -  FIRST     CLASS II
 HN0284
 HN0284.The horizontal coordinates were scaled from a map and have
 HN0284.an estimated accuracy of +/- 6 seconds.
 HN0284
 HN0284.The orthometric height was determined by differential leveling and
 HN0284.adjusted by the NATIONAL GEODETIC SURVEY
 HN0284.in June 1991.
 HN0284
 HN0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0284.GEOID18 height accuracy estimate available here.
 HN0284
 HN0284.Click photographs - Photos may exist for this station.
 HN0284
 HN0284.The dynamic height is computed by dividing the NAVD 88
 HN0284.geopotential number by the normal gravity value computed on the
 HN0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0284.degrees latitude (g = 980.6199 gals.).
 HN0284
 HN0284.The modeled gravity was interpolated from observed gravity values.
 HN0284
 HN0284;                    North         East    Units  Estimated Accuracy
 HN0284;SPC UT S     - 3,052,470.      544,800.      MT  (+/- 180 meters Scaled)
 HN0284
 HN0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG003102(NAD 83)
 HN0284
 HN0284                          SUPERSEDED SURVEY CONTROL
 HN0284
 HN0284  NGVD 29 (??/??/92) 1296.683  (m)         4254.20   (f) ADJ UNCH    1 2
 HN0284
 HN0284.Superseded values are not recommended for survey control.
 HN0284
 HN0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0284.See file dsdata.pdf to determine how the superseded data were derived.
 HN0284
 HN0284_MARKER: DB = BENCH MARK DISK
 HN0284_SETTING: 66 = SET IN ROCK OUTCROP
 HN0284_STAMPING: M 152 1962
 HN0284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0284+STABILITY: POSITION/ELEVATION WELL
 HN0284
 HN0284  HISTORY     - Date     Condition        Report By
 HN0284  HISTORY     - 1962     MONUMENTED       CGS
 HN0284
 HN0284                          STATION DESCRIPTION
 HN0284
 HN0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0284'16.65 MI SW FROM HOLE-IN-THE-ROCK.
 HN0284'16.65 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK. 0.6
 HN0284'MILE WEST-SOUTHWEST OF THE BASE OF NAVAJO POINT, 180 FEET
 HN0284'SOUTH-SOUTHWEST OF A ROCK AROUND THE BASE OF THE CLIFFS, SET IN THE
 HN0284'TOP OF SANDSTONE ROCK, FLUSH WITH THE GROUND, 92 YARDS SOUTHWEST OF A
 HN0284'METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0459 ***********************************************************************
 HN0459  DESIGNATION -  M 153
 HN0459  PID         -  HN0459
 HN0459  STATE/COUNTY-  UT/KANE
 HN0459  COUNTRY     -  US
 HN0459  USGS QUAD   -  NAVAJO POINT (2017)
 HN0459
 HN0459                         *CURRENT SURVEY CONTROL
 HN0459  ______________________________________________________________________
 HN0459* NAD 83(1986) POSITION- 37 09 41.     (N) 111 00 42.     (W)   SCALED
 HN0459* NAVD 88 ORTHO HEIGHT -  1905.726 (meters)     6252.37  (feet) ADJUSTED
 HN0459  ______________________________________________________________________
 HN0459  GEOID HEIGHT    -        -22.799 (meters)                     GEOID18
 HN0459  DYNAMIC HEIGHT  -       1903.385 (meters)     6244.69  (feet) COMP
 HN0459  MODELED GRAVITY -    979,334.3   (mgal)                       NAVD 88
 HN0459
 HN0459  VERT ORDER      -  FIRST     CLASS II
 HN0459
 HN0459.The horizontal coordinates were scaled from a map and have
 HN0459.an estimated accuracy of +/- 6 seconds.
 HN0459
 HN0459.The orthometric height was determined by differential leveling and
 HN0459.adjusted by the NATIONAL GEODETIC SURVEY
 HN0459.in June 1991.
 HN0459
 HN0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0459.GEOID18 height accuracy estimate available here.
 HN0459
 HN0459.Click photographs - Photos may exist for this station.
 HN0459
 HN0459.The dynamic height is computed by dividing the NAVD 88
 HN0459.geopotential number by the normal gravity value computed on the
 HN0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0459.degrees latitude (g = 980.6199 gals.).
 HN0459
 HN0459.The modeled gravity was interpolated from observed gravity values.
 HN0459
 HN0459;                    North         East    Units  Estimated Accuracy
 HN0459;SPC UT S     - 3,055,020.      543,380.      MT  (+/- 180 meters Scaled)
 HN0459
 HN0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG989127(NAD 83)
 HN0459
 HN0459                          SUPERSEDED SURVEY CONTROL
 HN0459
 HN0459  NGVD 29 (??/??/92) 1904.710  (m)         6249.04   (f) ADJ UNCH    1 2
 HN0459
 HN0459.Superseded values are not recommended for survey control.
 HN0459
 HN0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0459.See file dsdata.pdf to determine how the superseded data were derived.
 HN0459
 HN0459_MARKER: DB = BENCH MARK DISK
 HN0459_SETTING: 80 = SET IN A BOULDER
 HN0459_STAMPING: M 153 1962
 HN0459_MARK LOGO: CGS
 HN0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0459+STABILITY: SURFACE MOTION
 HN0459
 HN0459  HISTORY     - Date     Condition        Report By
 HN0459  HISTORY     - 1962     MONUMENTED       CGS
 HN0459
 HN0459                          STATION DESCRIPTION
 HN0459
 HN0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0459'17.25 MI SW FROM HOLE IN THE ROCK.
 HN0459'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0459'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0459'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0459'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0459'SOUTHWEST AND UP A CATTLE TRAIL OF THE TOP OF A PLATEAU.  THENCE 0.3
 HN0459'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0459'PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0459'HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0459'CLIFFS.  THENCE 2.4 MILES SOUTH-SOUTHEAST ALONG A COW PATH.  THENCE
 HN0459'3.1 MILES SOUTH ACROSS ROCKY COUNTRY TOWARDS NAVAJO POINT, NORTHEAST
 HN0459'OF NAVAJO POINT, 3.6 FEET NORTHWEST OF A METAL WITNESS POST, AND SET
 HN0459'IN THE TOP OF A BOULDER WHICH PROJECTS ABOUT 18-INCHES ABOVE THE
 HN0459'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0330 ***********************************************************************
 MS0330  DESIGNATION -  M 154
 MS0330  PID         -  MS0330
 MS0330  STATE/COUNTY-  UT/BOX ELDER
 MS0330  COUNTRY     -  US
 MS0330  USGS QUAD   -  MEADOW SPRING (2017)
 MS0330
 MS0330                         *CURRENT SURVEY CONTROL
 MS0330  ______________________________________________________________________
 MS0330* NAD 83(1986) POSITION- 41 16 21.     (N) 113 14 01.     (W)   SCALED
 MS0330* NAVD 88 ORTHO HEIGHT -  1286.876 (meters)     4222.03  (feet) ADJUSTED
 MS0330  ______________________________________________________________________
 MS0330  GEOID HEIGHT    -        -16.846 (meters)                     GEOID18
 MS0330  DYNAMIC HEIGHT  -       1285.982 (meters)     4219.09  (feet) COMP
 MS0330  MODELED GRAVITY -    979,883.5   (mgal)                       NAVD 88
 MS0330
 MS0330  VERT ORDER      -  SECOND    CLASS 0
 MS0330
 MS0330.The horizontal coordinates were scaled from a map and have
 MS0330.an estimated accuracy of +/- 6 seconds.
 MS0330
 MS0330.The orthometric height was determined by differential leveling and
 MS0330.adjusted by the NATIONAL GEODETIC SURVEY
 MS0330.in June 1991.
 MS0330
 MS0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0330.GEOID18 height accuracy estimate available here.
 MS0330
 MS0330.Click photographs - Photos may exist for this station.
 MS0330
 MS0330.The dynamic height is computed by dividing the NAVD 88
 MS0330.geopotential number by the normal gravity value computed on the
 MS0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0330.degrees latitude (g = 980.6199 gals.).
 MS0330
 MS0330.The modeled gravity was interpolated from observed gravity values.
 MS0330
 MS0330;                    North         East    Units  Estimated Accuracy
 MS0330;SPC UT N     - 1,105,740.      354,760.      MT  (+/- 180 meters Scaled)
 MS0330
 MS0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL129714(NAD 83)
 MS0330
 MS0330                          SUPERSEDED SURVEY CONTROL
 MS0330
 MS0330  NGVD 29 (??/??/92) 1285.890  (m)         4218.79   (f) ADJ UNCH    2 0
 MS0330
 MS0330.Superseded values are not recommended for survey control.
 MS0330
 MS0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0330.See file dsdata.pdf to determine how the superseded data were derived.
 MS0330
 MS0330_MARKER: DB = BENCH MARK DISK
 MS0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0330_STAMPING: M 154 1966
 MS0330_MARK LOGO: CGS
 MS0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0330+STABILITY: SURFACE MOTION
 MS0330
 MS0330  HISTORY     - Date     Condition        Report By
 MS0330  HISTORY     - 1966     MONUMENTED       CGS
 MS0330
 MS0330                          STATION DESCRIPTION
 MS0330
 MS0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0330'5.95 MI W FROM HOGUP.
 MS0330'5.95 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STOCK
 MS0330'PENS AT HOGUP, 3 POLES EAST OF MILE POST 715, 9.0 FEET NORTH OF THE
 MS0330'NORTH RAIL, 5 FEET NORTHWEST OF THE NORTHWEST CORNER OF BRIDGE 715.06,
 MS0330'2.5 FEET NORTH OF THE NORTH GUARD RAIL, 1.5 FEET NORTH OF A WITNESS
 MS0330'POST, 1 FOOT LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST
 MS0330'PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0416 ***********************************************************************
 MS0416  DESIGNATION -  M 155
 MS0416  PID         -  MS0416
 MS0416  STATE/COUNTY-  UT/BOX ELDER
 MS0416  COUNTRY     -  US
 MS0416  USGS QUAD   -  JACKSON (2017)
 MS0416
 MS0416                         *CURRENT SURVEY CONTROL
 MS0416  ______________________________________________________________________
 MS0416* NAD 83(1986) POSITION- 41 19 16.     (N) 113 41 21.     (W)   SCALED
 MS0416* NAVD 88 ORTHO HEIGHT -  1299.967 (meters)     4264.98  (feet) ADJUSTED
 MS0416  ______________________________________________________________________
 MS0416  GEOID HEIGHT    -        -16.912 (meters)                     GEOID18
 MS0416  DYNAMIC HEIGHT  -       1299.055 (meters)     4261.98  (feet) COMP
 MS0416  MODELED GRAVITY -    979,876.6   (mgal)                       NAVD 88
 MS0416
 MS0416  VERT ORDER      -  SECOND    CLASS 0
 MS0416
 MS0416.The horizontal coordinates were scaled from a map and have
 MS0416.an estimated accuracy of +/- 6 seconds.
 MS0416
 MS0416.The orthometric height was determined by differential leveling and
 MS0416.adjusted by the NATIONAL GEODETIC SURVEY
 MS0416.in June 1991.
 MS0416
 MS0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0416.GEOID18 height accuracy estimate available here.
 MS0416
 MS0416.Click photographs - Photos may exist for this station.
 MS0416
 MS0416.The dynamic height is computed by dividing the NAVD 88
 MS0416.geopotential number by the normal gravity value computed on the
 MS0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0416.degrees latitude (g = 980.6199 gals.).
 MS0416
 MS0416.The modeled gravity was interpolated from observed gravity values.
 MS0416
 MS0416;                    North         East    Units  Estimated Accuracy
 MS0416;SPC UT N     - 1,112,000.      316,740.      MT  (+/- 180 meters Scaled)
 MS0416
 MS0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL749778(NAD 83)
 MS0416
 MS0416                          SUPERSEDED SURVEY CONTROL
 MS0416
 MS0416  NGVD 29 (??/??/92) 1298.97   (m)         4261.7    (f) COMPUTED    2 0
 MS0416
 MS0416.Superseded values are not recommended for survey control.
 MS0416
 MS0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0416.See file dsdata.pdf to determine how the superseded data were derived.
 MS0416
 MS0416_MARKER: DB = BENCH MARK DISK
 MS0416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0416_SP_SET: ABUTMENT
 MS0416_STAMPING: M 155 1966
 MS0416_MARK LOGO: CGS
 MS0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0416
 MS0416  HISTORY     - Date     Condition        Report By
 MS0416  HISTORY     - 1966     MONUMENTED       CGS
 MS0416
 MS0416                          STATION DESCRIPTION
 MS0416
 MS0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0416'11.75 MI E FROM LUCIN.
 MS0416'11.75 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE CROSSING
 MS0416'OF STATE HIGHWAY 70 AT LUCIN, IN THE TOP AND 1.4 FEET SOUTH OF THE
 MS0416'NORTH END OF THE EAST ABUTMENT OF BRIDGE 691.17, 8.2 FEET NORTH OF THE
 MS0416'NORTH RAIL AND ABOUT 1 FOOT LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0320 ***********************************************************************
 LO0320  DESIGNATION -  M 159
 LO0320  PID         -  LO0320
 LO0320  STATE/COUNTY-  UT/WASATCH
 LO0320  COUNTRY     -  US
 LO0320  USGS QUAD   -  SOAPSTONE BASIN (2017)
 LO0320
 LO0320                         *CURRENT SURVEY CONTROL
 LO0320  ______________________________________________________________________
 LO0320* NAD 83(1986) POSITION- 40 34 03.     (N) 111 02 18.     (W)   SCALED
 LO0320* NAVD 88 ORTHO HEIGHT -  2564.922 (meters)     8415.08  (feet) ADJUSTED
 LO0320  ______________________________________________________________________
 LO0320  GEOID HEIGHT    -        -13.869 (meters)                     GEOID18
 LO0320  DYNAMIC HEIGHT  -       2562.282 (meters)     8406.42  (feet) COMP
 LO0320  MODELED GRAVITY -    979,502.1   (mgal)                       NAVD 88
 LO0320
 LO0320  VERT ORDER      -  SECOND    CLASS 0
 LO0320
 LO0320.The horizontal coordinates were scaled from a map and have
 LO0320.an estimated accuracy of +/- 6 seconds.
 LO0320
 LO0320.The orthometric height was determined by differential leveling and
 LO0320.adjusted by the NATIONAL GEODETIC SURVEY
 LO0320.in June 1991.
 LO0320
 LO0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0320.GEOID18 height accuracy estimate available here.
 LO0320
 LO0320.Click photographs - Photos may exist for this station.
 LO0320
 LO0320.The dynamic height is computed by dividing the NAVD 88
 LO0320.geopotential number by the normal gravity value computed on the
 LO0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0320.degrees latitude (g = 980.6199 gals.).
 LO0320
 LO0320.The modeled gravity was interpolated from observed gravity values.
 LO0320
 LO0320;                    North         East    Units  Estimated Accuracy
 LO0320;SPC UT C     - 2,248,140.      539,090.      MT  (+/- 180 meters Scaled)
 LO0320
 LO0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK967907(NAD 83)
 LO0320
 LO0320                          SUPERSEDED SURVEY CONTROL
 LO0320
 LO0320  NGVD 29 (??/??/92) 2563.508  (m)         8410.44   (f) ADJ UNCH    2 0
 LO0320
 LO0320.Superseded values are not recommended for survey control.
 LO0320
 LO0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0320.See file dsdata.pdf to determine how the superseded data were derived.
 LO0320
 LO0320_MARKER: DB = BENCH MARK DISK
 LO0320_SETTING: 66 = SET IN ROCK OUTCROP
 LO0320_STAMPING: M 159 1962
 LO0320_MARK LOGO: CGS
 LO0320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0320+STABILITY: POSITION/ELEVATION WELL
 LO0320
 LO0320  HISTORY     - Date     Condition        Report By
 LO0320  HISTORY     - 1962     MONUMENTED       CGS
 LO0320  HISTORY     - 1972     MARK NOT FOUND   USGS
 LO0320
 LO0320                          STATION DESCRIPTION
 LO0320
 LO0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0320'17.05 MI SE FROM KAMAS.
 LO0320'14.95 MILES EAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0320'HIGHWAY 189 ALTERNATE AT KAMAS, THENCE 2.1 MILES SOUTH ALONG A DIRT
 LO0320'ROAD, ON THE INSIDE OF A SWITCHBACK, IN THE TOP OF A 3- BY 5-FOOT
 LO0320'OUTCROP, 30 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.7 FEET
 LO0320'EAST OF A WITNESS POST, ABOUT 5 FEET HIGHER THAN THE ROAD, AND 1.1
 LO0320'FEET ABOVE THE GROUND.
 LO0320
 LO0320                          STATION RECOVERY (1972)
 LO0320
 LO0320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 LO0320'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0022 ***********************************************************************
 LO0022  DESIGNATION -  M 16
 LO0022  PID         -  LO0022
 LO0022  STATE/COUNTY-  UT/DUCHESNE
 LO0022  COUNTRY     -  US
 LO0022  USGS QUAD   -  DUCHESNE NE (2017)
 LO0022
 LO0022                         *CURRENT SURVEY CONTROL
 LO0022  ______________________________________________________________________
 LO0022* NAD 83(1986) POSITION- 40 10 50.     (N) 110 18 47.     (W)   SCALED
 LO0022* NAVD 88 ORTHO HEIGHT -  1650.987 (meters)     5416.61  (feet) ADJUSTED
 LO0022  ______________________________________________________________________
 LO0022  GEOID HEIGHT    -        -17.342 (meters)                     GEOID18
 LO0022  DYNAMIC HEIGHT  -       1649.407 (meters)     5411.43  (feet) COMP
 LO0022  MODELED GRAVITY -    979,611.6   (mgal)                       NAVD 88
 LO0022
 LO0022  VERT ORDER      -  FIRST     CLASS II
 LO0022
 LO0022.The horizontal coordinates were scaled from a map and have
 LO0022.an estimated accuracy of +/- 6 seconds.
 LO0022
 LO0022.The orthometric height was determined by differential leveling and
 LO0022.adjusted by the NATIONAL GEODETIC SURVEY
 LO0022.in June 1991.
 LO0022
 LO0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0022.GEOID18 height accuracy estimate available here.
 LO0022
 LO0022.Click photographs - Photos may exist for this station.
 LO0022
 LO0022.The dynamic height is computed by dividing the NAVD 88
 LO0022.geopotential number by the normal gravity value computed on the
 LO0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0022.degrees latitude (g = 980.6199 gals.).
 LO0022
 LO0022.The modeled gravity was interpolated from observed gravity values.
 LO0022
 LO0022;                    North         East    Units  Estimated Accuracy
 LO0022;SPC UT C     - 2,205,750.      601,080.      MT  (+/- 180 meters Scaled)
 LO0022
 LO0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK584480(NAD 83)
 LO0022
 LO0022                          SUPERSEDED SURVEY CONTROL
 LO0022
 LO0022  NGVD 29 (??/??/92) 1649.708  (m)         5412.42   (f) ADJ UNCH    1 2
 LO0022
 LO0022.Superseded values are not recommended for survey control.
 LO0022
 LO0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0022.See file dsdata.pdf to determine how the superseded data were derived.
 LO0022
 LO0022_MARKER: DB = BENCH MARK DISK
 LO0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0022_STAMPING: M 16 1934
 LO0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0022+STABILITY: SURFACE MOTION
 LO0022
 LO0022  HISTORY     - Date     Condition        Report By
 LO0022  HISTORY     - 1934     MONUMENTED       USGS
 LO0022  HISTORY     - 1934     GOOD             CGS
 LO0022
 LO0022                          STATION DESCRIPTION
 LO0022
 LO0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0022'5.4 MI E FROM DUCHESNE.
 LO0022'5.4 MILES EAST ALONG U.S. HIGHWAY 40 FROM DUCHESNE, DUCHESNE COUNTY,
 LO0022'45 FEET SOUTH OF A POINT 30 FEET WEST OF THE JUNCTION WITH A T-ROAD
 LO0022'LEADING SOUTH, AND 10 FEET WEST OF A FENCE CORNER.  A UNITED STATES
 LO0022'GEOLOGICAL SURVEY STANDARD DISK, STAMPED M 16 1934 AND SET IN THE TOP
 LO0022'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0029 ***********************************************************************
 KN0029  DESIGNATION -  M 16
 KN0029  PID         -  KN0029
 KN0029  STATE/COUNTY-  UT/EMERY
 KN0029  COUNTRY     -  US
 KN0029  USGS QUAD   -  GRASSY (2017)
 KN0029
 KN0029                         *CURRENT SURVEY CONTROL
 KN0029  ______________________________________________________________________
 KN0029* NAD 83(1986) POSITION- 39 18 27.     (N) 110 22 41.     (W)   SCALED
 KN0029* NAVD 88 ORTHO HEIGHT -  1443.419 (meters)     4735.62  (feet) ADJUSTED
 KN0029  ______________________________________________________________________
 KN0029  GEOID HEIGHT    -        -18.686 (meters)                     GEOID18
 KN0029  DYNAMIC HEIGHT  -       1442.019 (meters)     4731.02  (feet) COMP
 KN0029  MODELED GRAVITY -    979,607.3   (mgal)                       NAVD 88
 KN0029
 KN0029  VERT ORDER      -  FIRST     CLASS II
 KN0029
 KN0029.The horizontal coordinates were scaled from a map and have
 KN0029.an estimated accuracy of +/- 6 seconds.
 KN0029
 KN0029.The orthometric height was determined by differential leveling and
 KN0029.adjusted by the NATIONAL GEODETIC SURVEY
 KN0029.in June 1991.
 KN0029
 KN0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0029.GEOID18 height accuracy estimate available here.
 KN0029
 KN0029.Click photographs - Photos may exist for this station.
 KN0029
 KN0029.The dynamic height is computed by dividing the NAVD 88
 KN0029.geopotential number by the normal gravity value computed on the
 KN0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0029.degrees latitude (g = 980.6199 gals.).
 KN0029
 KN0029.The modeled gravity was interpolated from observed gravity values.
 KN0029
 KN0029;                    North         East    Units  Estimated Accuracy
 KN0029;SPC UT C     - 2,108,760.      596,760.      MT  (+/- 180 meters Scaled)
 KN0029
 KN0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ536510(NAD 83)
 KN0029
 KN0029                          SUPERSEDED SURVEY CONTROL
 KN0029
 KN0029  NGVD 29 (??/??/92) 1442.406  (m)         4732.29   (f) ADJ UNCH    1 2
 KN0029
 KN0029.Superseded values are not recommended for survey control.
 KN0029
 KN0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0029.See file dsdata.pdf to determine how the superseded data were derived.
 KN0029
 KN0029_MARKER: DB = BENCH MARK DISK
 KN0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0029_STAMPING: 4732.294 M 16 1927
 KN0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0029+STABILITY: SURFACE MOTION
 KN0029
 KN0029  HISTORY     - Date     Condition        Report By
 KN0029  HISTORY     - 1927     MONUMENTED       CGS
 KN0029  HISTORY     - 1934     POOR             CGS
 KN0029  HISTORY     - 1980     MARK NOT FOUND   USGS
 KN0029  HISTORY     - 20091107 MARK NOT FOUND   GEOCAC
 KN0029
 KN0029                          STATION DESCRIPTION
 KN0029
 KN0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0029'3.8 MI NW FROM WOODSIDE.
 KN0029'3.8 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0029'FROM WOODSIDE, EMERY COUNTY, BETWEEN MILEPOSTS 584 AND 585, ABOUT 100
 KN0029'FEET SOUTH OF A ROAD CROSSING, 36 FEET NORTHEAST OF THE TRACK, AND 35
 KN0029'FEET SOUTH OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED 4732.294 M
 KN0029'16 1927 AND SET IN THE TOP OF A CONCRETE POST.
 KN0029
 KN0029                          STATION RECOVERY (1980)
 KN0029
 KN0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KN0029'MARK NOT FOUND.
 KN0029
 KN0029                          STATION RECOVERY (2009)
 KN0029
 KN0029'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 KN0029'ROAD CROSSING NO LONGER EXISTS AND THE RR BORROW HAS BEEN WIDENED AT
 KN0029'THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0180 ***********************************************************************
 LO0180  DESIGNATION -  M 160
 LO0180  PID         -  LO0180
 LO0180  STATE/COUNTY-  UT/DUCHESNE
 LO0180  COUNTRY     -  US
 LO0180  USGS QUAD   -  HAYDEN PEAK (2017)
 LO0180
 LO0180                         *CURRENT SURVEY CONTROL
 LO0180  ______________________________________________________________________
 LO0180* NAD 83(1986) POSITION- 40 43 23.0    (N) 110 51 54.6    (W)   HD_HELD2
 LO0180* NAVD 88 ORTHO HEIGHT -  3155.356 (meters)    10352.20  (feet) ADJUSTED
 LO0180  ______________________________________________________________________
 LO0180  GEOID HEIGHT    -        -12.723 (meters)                     GEOID18
 LO0180  DYNAMIC HEIGHT  -       3151.889 (meters)    10340.82  (feet) COMP
 LO0180  MODELED GRAVITY -    979,408.6   (mgal)                       NAVD 88
 LO0180
 LO0180  VERT ORDER      -  SECOND    CLASS 0
 LO0180
 LO0180.The horizontal coordinates were established by autonomous hand held GPS
 LO0180.observations and have an estimated accuracy of +/- 10 meters.
 LO0180
 LO0180.The orthometric height was determined by differential leveling and
 LO0180.adjusted by the NATIONAL GEODETIC SURVEY
 LO0180.in June 1991.
 LO0180
 LO0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0180.GEOID18 height accuracy estimate available here.
 LO0180
 LO0180.Click photographs - Photos may exist for this station.
 LO0180
 LO0180.The dynamic height is computed by dividing the NAVD 88
 LO0180.geopotential number by the normal gravity value computed on the
 LO0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0180.degrees latitude (g = 980.6199 gals.).
 LO0180
 LO0180.The modeled gravity was interpolated from observed gravity values.
 LO0180
 LO0180;                    North         East    Units  Estimated Accuracy
 LO0180;SPC UT C     - 2,265,507.      553,635.      MT  (+/- 10 meters HH2 GPS)
 LO0180
 LO0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL1138708023(NAD 83)
 LO0180
 LO0180                          SUPERSEDED SURVEY CONTROL
 LO0180
 LO0180  NGVD 29 (??/??/92) 3153.730  (m)        10346.86   (f) ADJ UNCH    2 0
 LO0180
 LO0180.Superseded values are not recommended for survey control.
 LO0180
 LO0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0180.See file dsdata.pdf to determine how the superseded data were derived.
 LO0180
 LO0180_MARKER: DB = BENCH MARK DISK
 LO0180_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LO0180_SP_SET: CULVERT
 LO0180_STAMPING: M 160 1962
 LO0180_MARK LOGO: CGS
 LO0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0180
 LO0180  HISTORY     - Date     Condition        Report By
 LO0180  HISTORY     - 1962     MONUMENTED       CGS
 LO0180
 LO0180                          STATION DESCRIPTION
 LO0180
 LO0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0180'35.25 MI NE FROM KAMAS.
 LO0180'35.25 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF
 LO0180'U.S. HIGHWAY 189 ALTERNATE AT KAMAS, AT THE DUCHESNE-SUMMIT COUNTY
 LO0180'LINE, IN THE TOP AND 0.9 FOOT SOUTH OF THE NORTH END OF THE EAST
 LO0180'CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT, 18 FEET EAST OF THE
 LO0180'CENTER LINE OF THE HIGHWAY, 35 FEET SOUTH OF THE SUMMIT COUNTY SIGN,
 LO0180'AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0335 ***********************************************************************
 LO0335  DESIGNATION -  M 161
 LO0335  PID         -  LO0335
 LO0335  STATE/COUNTY-  UT/SUMMIT
 LO0335  COUNTRY     -  US
 LO0335  USGS QUAD   -  TURNER HOLLOW (2017)
 LO0335
 LO0335                         *CURRENT SURVEY CONTROL
 LO0335  ______________________________________________________________________
 LO0335* NAD 83(1986) POSITION- 40 56 02.3    (N) 111 17 37.4    (W)   HD_HELD2
 LO0335* NAVD 88 ORTHO HEIGHT -  1817.768 (meters)     5963.79  (feet) ADJUSTED
 LO0335  ______________________________________________________________________
 LO0335  GEOID HEIGHT    -        -15.552 (meters)                     GEOID18
 LO0335  DYNAMIC HEIGHT  -       1816.113 (meters)     5958.36  (feet) COMP
 LO0335  MODELED GRAVITY -    979,649.9   (mgal)                       NAVD 88
 LO0335
 LO0335  VERT ORDER      -  SECOND    CLASS 0
 LO0335
 LO0335.The horizontal coordinates were established by autonomous hand held GPS
 LO0335.observations and have an estimated accuracy of +/- 10 meters.
 LO0335
 LO0335.The orthometric height was determined by differential leveling and
 LO0335.adjusted by the NATIONAL GEODETIC SURVEY
 LO0335.in June 1991.
 LO0335
 LO0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0335.GEOID18 height accuracy estimate available here.
 LO0335
 LO0335.Click photographs - Photos may exist for this station.
 LO0335
 LO0335.The dynamic height is computed by dividing the NAVD 88
 LO0335.geopotential number by the normal gravity value computed on the
 LO0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0335.degrees latitude (g = 980.6199 gals.).
 LO0335
 LO0335.The modeled gravity was interpolated from observed gravity values.
 LO0335
 LO0335;                    North         East    Units  Estimated Accuracy
 LO0335;SPC UT N     - 1,066,721.      517,372.      MT  (+/- 10 meters HH2 GPS)
 LO0335
 LO0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL7527231468(NAD 83)
 LO0335
 LO0335                          SUPERSEDED SURVEY CONTROL
 LO0335
 LO0335  NGVD 29 (??/??/92) 1816.461  (m)         5959.51   (f) ADJ UNCH    2 0
 LO0335
 LO0335.Superseded values are not recommended for survey control.
 LO0335
 LO0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0335.See file dsdata.pdf to determine how the superseded data were derived.
 LO0335
 LO0335_MARKER: DB = BENCH MARK DISK
 LO0335_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0335_SP_SET: CULVERT HEADWALL
 LO0335_STAMPING: M 161 1962
 LO0335_MARK LOGO: CGS
 LO0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0335+STABILITY: SURFACE MOTION
 LO0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LO0335+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2012
 LO0335
 LO0335  HISTORY     - Date     Condition        Report By
 LO0335  HISTORY     - 1962     MONUMENTED       CGS
 LO0335  HISTORY     - 20120424 GOOD             GEOCAC
 LO0335
 LO0335                          STATION DESCRIPTION
 LO0335
 LO0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0335'6.6 MI E FROM COALVILLE.
 LO0335'6.6 MILES EAST ALONG STATE HIGHWAY 133 FROM THE COURT HOUSE AT
 LO0335'COALVILLE, 0.1 MILE NORTH-NORTHEAST OF THE JUNCTION OF AN ASPHALT ROAD
 LO0335'NORTHEAST, IN THE TOP OF A 3- BY 3-FOOT BOULDER WHICH PROJECTS 0.5
 LO0335'FOOT ABOVE THE GROUND, 42 FEET WEST-NORTHWEST OF THE CENTER LINE OF
 LO0335'THE HIGHWAY, 30 FEET NORTH OF THE CENTER OF THE WEST-NORTHWEST END OF
 LO0335'A 36-INCH PIPE CULVERT, 8.2 FEET EAST-SOUTHEAST OF A FENCE, 1.6 FEET
 LO0335'NORTH-NORTHEAST OF A WITNESS POST, AND ABOUT 9 FEET HIGHER THAN THE
 LO0335'HIGHWAY.
 LO0335
 LO0335                          STATION RECOVERY (2012)
 LO0335
 LO0335'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 LO0335'FOUND AS DESCRIBED WITH THE EXCEPTION THAT THE 36-INCH CULVERT NO
 LO0335'LONGER EXISTS AND A LARGE WASHED OUT CHANNEL IS LOCATED WHERE THE
 LO0335'CULVERT PREVIOUSLY WAS SITUATED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0202 ***********************************************************************
 LO0202  DESIGNATION -  M 162
 LO0202  PID         -  LO0202
 LO0202  STATE/COUNTY-  UT/SUMMIT
 LO0202  COUNTRY     -  US
 LO0202  USGS QUAD   -  DEADMAN MOUNTAIN (2017)
 LO0202
 LO0202                         *CURRENT SURVEY CONTROL
 LO0202  ______________________________________________________________________
 LO0202* NAD 83(1986) POSITION- 40 56 29.     (N) 110 50 14.     (W)   SCALED
 LO0202* NAVD 88 ORTHO HEIGHT -  2498.322 (meters)     8196.58  (feet) ADJUSTED
 LO0202  ______________________________________________________________________
 LO0202  GEOID HEIGHT    -        -13.537 (meters)                     GEOID18
 LO0202  DYNAMIC HEIGHT  -       2495.802 (meters)     8188.31  (feet) COMP
 LO0202  MODELED GRAVITY -    979,525.0   (mgal)                       NAVD 88
 LO0202
 LO0202  VERT ORDER      -  SECOND    CLASS 0
 LO0202
 LO0202.The horizontal coordinates were scaled from a map and have
 LO0202.an estimated accuracy of +/- 6 seconds.
 LO0202
 LO0202.The orthometric height was determined by differential leveling and
 LO0202.adjusted by the NATIONAL GEODETIC SURVEY
 LO0202.in June 1991.
 LO0202
 LO0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0202.GEOID18 height accuracy estimate available here.
 LO0202
 LO0202.Click photographs - Photos may exist for this station.
 LO0202
 LO0202.The dynamic height is computed by dividing the NAVD 88
 LO0202.geopotential number by the normal gravity value computed on the
 LO0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0202.degrees latitude (g = 980.6199 gals.).
 LO0202
 LO0202.The modeled gravity was interpolated from observed gravity values.
 LO0202
 LO0202;                    North         East    Units  Estimated Accuracy
 LO0202;SPC UT N     - 1,067,740.      555,810.      MT  (+/- 180 meters Scaled)
 LO0202
 LO0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL137322(NAD 83)
 LO0202
 LO0202                          SUPERSEDED SURVEY CONTROL
 LO0202
 LO0202  NGVD 29 (??/??/92) 2496.815  (m)         8191.63   (f) ADJ UNCH    2 0
 LO0202
 LO0202.Superseded values are not recommended for survey control.
 LO0202
 LO0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0202.See file dsdata.pdf to determine how the superseded data were derived.
 LO0202
 LO0202_MARKER: DB = BENCH MARK DISK
 LO0202_SETTING: 66 = SET IN ROCK OUTCROP
 LO0202_STAMPING: M 162 1962
 LO0202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0202+STABILITY: POSITION/ELEVATION WELL
 LO0202
 LO0202  HISTORY     - Date     Condition        Report By
 LO0202  HISTORY     - 1962     MONUMENTED       CGS
 LO0202
 LO0202                          STATION DESCRIPTION
 LO0202
 LO0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0202'52.0 MI NE FROM KAMAS.
 LO0202'52.0 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0202'HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP OF A LEDGE AT THE NORTHWEST
 LO0202'END OF A LARGE OUTCROP, 68 FEET EAST-NORTHEAST OF THE CENTER LINE OF
 LO0202'THE HIGHWAY, 20 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD, 20
 LO0202'FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND 2.4
 LO0202'FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0591 ***********************************************************************
 HN0591  DESIGNATION -  M 163
 HN0591  PID         -  HN0591
 HN0591  STATE/COUNTY-  UT/GARFIELD
 HN0591  COUNTRY     -  US
 HN0591  USGS QUAD   -  POSY LAKE (2017)
 HN0591
 HN0591                         *CURRENT SURVEY CONTROL
 HN0591  ______________________________________________________________________
 HN0591* NAD 83(1986) POSITION- 37 57 01.     (N) 111 42 18.     (W)   SCALED
 HN0591* NAVD 88 ORTHO HEIGHT -  2809.996 (meters)     9219.13  (feet) ADJUSTED
 HN0591  ______________________________________________________________________
 HN0591  GEOID HEIGHT    -        -18.554 (meters)                     GEOID18
 HN0591  DYNAMIC HEIGHT  -       2806.276 (meters)     9206.92  (feet) COMP
 HN0591  MODELED GRAVITY -    979,202.4   (mgal)                       NAVD 88
 HN0591
 HN0591  VERT ORDER      -  SECOND    CLASS 0
 HN0591
 HN0591.The horizontal coordinates were scaled from a map and have
 HN0591.an estimated accuracy of +/- 6 seconds.
 HN0591
 HN0591.The orthometric height was determined by differential leveling and
 HN0591.adjusted by the NATIONAL GEODETIC SURVEY
 HN0591.in June 1991.
 HN0591
 HN0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0591.GEOID18 height accuracy estimate available here.
 HN0591
 HN0591.Click photographs - Photos may exist for this station.
 HN0591
 HN0591.The dynamic height is computed by dividing the NAVD 88
 HN0591.geopotential number by the normal gravity value computed on the
 HN0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0591.degrees latitude (g = 980.6199 gals.).
 HN0591
 HN0591.The modeled gravity was interpolated from observed gravity values.
 HN0591
 HN0591;                    North         East    Units  Estimated Accuracy
 HN0591;SPC UT S     - 3,142,480.      481,980.      MT  (+/- 180 meters Scaled)
 HN0591
 HN0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH380005(NAD 83)
 HN0591
 HN0591                          SUPERSEDED SURVEY CONTROL
 HN0591
 HN0591  NGVD 29 (??/??/92) 2808.493  (m)         9214.20   (f) ADJ UNCH    2 0
 HN0591
 HN0591.Superseded values are not recommended for survey control.
 HN0591
 HN0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0591.See file dsdata.pdf to determine how the superseded data were derived.
 HN0591
 HN0591_MARKER: DB = BENCH MARK DISK
 HN0591_SETTING: 80 = SET IN A BOULDER
 HN0591_STAMPING: M 163 1962
 HN0591_MARK LOGO: CGS
 HN0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0591+STABILITY: SURFACE MOTION
 HN0591
 HN0591  HISTORY     - Date     Condition        Report By
 HN0591  HISTORY     - 1962     MONUMENTED       CGS
 HN0591  HISTORY     - 1963     GOOD             CGS
 HN0591
 HN0591                          STATION DESCRIPTION
 HN0591
 HN0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0591'16.75 MI N FROM ESCALANTE.
 HN0591'16.75 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 HN0591'ESCALANTE, AT THE SOUTHEAST END OF A CURVE, IN THE TOP OF A 3- BY
 HN0591'12-FOOT BOULDER WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE THE GROUND, 25
 HN0591'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 9.9 FEET NORTHEAST OF A
 HN0591'WITNESS POST, AND ABOUT 4 FEET LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0656 ***********************************************************************
 HN0656  DESIGNATION -  M 164
 HN0656  PID         -  HN0656
 HN0656  STATE/COUNTY-  UT/GARFIELD
 HN0656  COUNTRY     -  US
 HN0656  USGS QUAD   -  CANAAN PEAK (2017)
 HN0656
 HN0656                         *CURRENT SURVEY CONTROL
 HN0656  ______________________________________________________________________
 HN0656* NAD 83(1986) POSITION- 37 37 18.     (N) 111 51 42.     (W)   SCALED
 HN0656* NAVD 88 ORTHO HEIGHT -  2136.262 (meters)     7008.72  (feet) ADJUSTED
 HN0656  ______________________________________________________________________
 HN0656  GEOID HEIGHT    -        -20.285 (meters)                     GEOID18
 HN0656  DYNAMIC HEIGHT  -       2133.628 (meters)     7000.08  (feet) COMP
 HN0656  MODELED GRAVITY -    979,320.5   (mgal)                       NAVD 88
 HN0656
 HN0656  VERT ORDER      -  SECOND    CLASS 0
 HN0656
 HN0656.The horizontal coordinates were scaled from a map and have
 HN0656.an estimated accuracy of +/- 6 seconds.
 HN0656
 HN0656.The orthometric height was determined by differential leveling and
 HN0656.adjusted by the NATIONAL GEODETIC SURVEY
 HN0656.in June 1991.
 HN0656
 HN0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0656.GEOID18 height accuracy estimate available here.
 HN0656
 HN0656.Click photographs - Photos may exist for this station.
 HN0656
 HN0656.The dynamic height is computed by dividing the NAVD 88
 HN0656.geopotential number by the normal gravity value computed on the
 HN0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0656.degrees latitude (g = 980.6199 gals.).
 HN0656
 HN0656.The modeled gravity was interpolated from observed gravity values.
 HN0656
 HN0656;                    North         East    Units  Estimated Accuracy
 HN0656;SPC UT S     - 3,106,050.      468,070.      MT  (+/- 180 meters Scaled)
 HN0656
 HN0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG239641(NAD 83)
 HN0656
 HN0656                          SUPERSEDED SURVEY CONTROL
 HN0656
 HN0656  NGVD 29 (??/??/92) 2134.919  (m)         7004.31   (f) ADJ UNCH    2 0
 HN0656
 HN0656.Superseded values are not recommended for survey control.
 HN0656
 HN0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0656.See file dsdata.pdf to determine how the superseded data were derived.
 HN0656
 HN0656_MARKER: DB = BENCH MARK DISK
 HN0656_SETTING: 66 = SET IN ROCK OUTCROP
 HN0656_STAMPING: M 164 1963
 HN0656_MARK LOGO: CGS
 HN0656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0656+STABILITY: POSITION/ELEVATION WELL
 HN0656
 HN0656  HISTORY     - Date     Condition        Report By
 HN0656  HISTORY     - 1963     MONUMENTED       CGS
 HN0656
 HN0656                          STATION DESCRIPTION
 HN0656
 HN0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0656'18.2 MI E FROM TROPIC.
 HN0656'18.2 MILES EAST ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT TROPIC,
 HN0656'ON THE SOUTHWEST SIDE OF A RAVINE, IN THE TOP OF A 6- BY 12-FOOT
 HN0656'OUTCROP, 78 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 99 FEET
 HN0656'WEST AND ACROSS THE HIGHWAY FROM MILEPOST 26, 12.0 FEET SOUTH OF A
 HN0656'WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0069 ***********************************************************************
 HO0069  DESIGNATION -  M 165
 HO0069  PID         -  HO0069
 HO0069  STATE/COUNTY-  UT/GARFIELD
 HO0069  COUNTRY     -  US
 HO0069  USGS QUAD   -  TROPIC CANYON (2017)
 HO0069
 HO0069                         *CURRENT SURVEY CONTROL
 HO0069  ______________________________________________________________________
 HO0069* NAD 83(1986) POSITION- 37 39 58.23   (N) 112 06 36.36   (W)   HD_HELD1
 HO0069* NAVD 88 ORTHO HEIGHT -  2081.183 (meters)     6828.01  (feet) ADJUSTED
 HO0069  ______________________________________________________________________
 HO0069  GEOID HEIGHT    -        -20.107 (meters)                     GEOID18
 HO0069  DYNAMIC HEIGHT  -       2078.599 (meters)     6819.54  (feet) COMP
 HO0069  MODELED GRAVITY -    979,314.0   (mgal)                       NAVD 88
 HO0069
 HO0069  VERT ORDER      -  SECOND    CLASS 0
 HO0069
 HO0069.The horizontal coordinates were determined by differentially corrected
 HO0069.hand held GPS observations or other comparable positioning techniques
 HO0069.and have an estimated accuracy of +/- 3 meters.
 HO0069
 HO0069.The orthometric height was determined by differential leveling and
 HO0069.adjusted by the NATIONAL GEODETIC SURVEY
 HO0069.in June 1991.
 HO0069
 HO0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0069.GEOID18 height accuracy estimate available here.
 HO0069
 HO0069.Click photographs - Photos may exist for this station.
 HO0069
 HO0069.The dynamic height is computed by dividing the NAVD 88
 HO0069.geopotential number by the normal gravity value computed on the
 HO0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0069.degrees latitude (g = 980.6199 gals.).
 HO0069
 HO0069.The modeled gravity was interpolated from observed gravity values.
 HO0069
 HO0069;                    North         East    Units  Estimated Accuracy
 HO0069;SPC UT S     - 3,111,104.2     446,174.3     MT  (+/- 3 meters HH1 GPS) 
 HO0069
 HO0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0209469357(NAD 83)
 HO0069
 HO0069                          SUPERSEDED SURVEY CONTROL
 HO0069
 HO0069  NGVD 29 (??/??/92) 2079.793  (m)         6823.45   (f) ADJ UNCH    2 0
 HO0069
 HO0069.Superseded values are not recommended for survey control.
 HO0069
 HO0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0069.See file dsdata.pdf to determine how the superseded data were derived.
 HO0069
 HO0069_MARKER: DB = BENCH MARK DISK
 HO0069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HO0069_SP_SET: BRIDGE
 HO0069_STAMPING: M 165 1963
 HO0069_MARK LOGO: CGS
 HO0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0069
 HO0069  HISTORY     - Date     Condition        Report By
 HO0069  HISTORY     - 1963     MONUMENTED       CGS
 HO0069
 HO0069                          STATION DESCRIPTION
 HO0069
 HO0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0069'3.95 MI N FROM TROPIC.
 HO0069'3.95 MILES NORTH ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT TROPIC,
 HO0069'IN THE TOP OF THE EAST CONCRETE GUARDRAIL AT THE NORTHWEST CORNER OF
 HO0069'CONCRETE BRIDGE 3.7, 18 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 HO0069'AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0596 ***********************************************************************
 HN0596  DESIGNATION -  M 166
 HN0596  PID         -  HN0596
 HN0596  STATE/COUNTY-  UT/GARFIELD
 HN0596  COUNTRY     -  US
 HN0596  USGS QUAD   -  POSY LAKE (2017)
 HN0596
 HN0596                         *CURRENT SURVEY CONTROL
 HN0596  ______________________________________________________________________
 HN0596* NAD 83(1986) POSITION- 37 59 25.     (N) 111 42 25.     (W)   SCALED
 HN0596* NAVD 88 ORTHO HEIGHT -  3003.168 (meters)     9852.89  (feet) ADJUSTED
 HN0596  ______________________________________________________________________
 HN0596  GEOID HEIGHT    -        -18.327 (meters)                     GEOID18
 HN0596  DYNAMIC HEIGHT  -       2999.111 (meters)     9839.58  (feet) COMP
 HN0596  MODELED GRAVITY -    979,168.0   (mgal)                       NAVD 88
 HN0596
 HN0596  VERT ORDER      -  SECOND    CLASS 0
 HN0596
 HN0596.The horizontal coordinates were scaled from a map and have
 HN0596.an estimated accuracy of +/- 6 seconds.
 HN0596
 HN0596.The orthometric height was determined by differential leveling and
 HN0596.adjusted by the NATIONAL GEODETIC SURVEY
 HN0596.in June 1991.
 HN0596
 HN0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0596.GEOID18 height accuracy estimate available here.
 HN0596
 HN0596.Click photographs - Photos may exist for this station.
 HN0596
 HN0596.The dynamic height is computed by dividing the NAVD 88
 HN0596.geopotential number by the normal gravity value computed on the
 HN0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0596.degrees latitude (g = 980.6199 gals.).
 HN0596
 HN0596.The modeled gravity was interpolated from observed gravity values.
 HN0596
 HN0596;                    North         East    Units  Estimated Accuracy
 HN0596;SPC UT S     - 3,146,920.      481,820.      MT  (+/- 180 meters Scaled)
 HN0596
 HN0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH379049(NAD 83)
 HN0596
 HN0596                          SUPERSEDED SURVEY CONTROL
 HN0596
 HN0596  NGVD 29 (??/??/92) 3001.600  (m)         9847.75   (f) ADJ UNCH    2 0
 HN0596
 HN0596.Superseded values are not recommended for survey control.
 HN0596
 HN0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0596.See file dsdata.pdf to determine how the superseded data were derived.
 HN0596
 HN0596_MARKER: DB = BENCH MARK DISK
 HN0596_SETTING: 80 = SET IN A BOULDER
 HN0596_STAMPING: M 166 1963
 HN0596_MARK LOGO: CGS
 HN0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0596+STABILITY: SURFACE MOTION
 HN0596
 HN0596  HISTORY     - Date     Condition        Report By
 HN0596  HISTORY     - 1963     MONUMENTED       CGS
 HN0596
 HN0596                          STATION DESCRIPTION
 HN0596
 HN0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0596'20.75 MI N FROM ESCALANTE.
 HN0596'20.75 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 HN0596'ESCALANTE, AT THE NORTH END OF A SHARP CURVE, IN THE TOP OF A 5- BY
 HN0596'6-FOOT BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 19 FEET
 HN0596'EAST OF THE CENTER LINE OF THE ROAD, 3.4 FEET SOUTHEAST OF A WITNESS
 HN0596'POST, AND ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0222 ***********************************************************************
 JN0222  DESIGNATION -  M 167
 JN0222  PID         -  JN0222
 JN0222  STATE/COUNTY-  UT/WAYNE
 JN0222  COUNTRY     -  US
 JN0222  USGS QUAD   -  SMOOTH KNOLL (2017)
 JN0222
 JN0222                         *CURRENT SURVEY CONTROL
 JN0222  ______________________________________________________________________
 JN0222* NAD 83(1986) POSITION- 38 13 31.17   (N) 111 38 22.74   (W)   HD_HELD1
 JN0222* NAVD 88 ORTHO HEIGHT -  2587.814 (meters)     8490.19  (feet) ADJUSTED
 JN0222  ______________________________________________________________________
 JN0222  GEOID HEIGHT    -        -17.784 (meters)                     GEOID18
 JN0222  DYNAMIC HEIGHT  -       2584.564 (meters)     8479.52  (feet) COMP
 JN0222  MODELED GRAVITY -    979,278.7   (mgal)                       NAVD 88
 JN0222
 JN0222  VERT ORDER      -  SECOND    CLASS 0
 JN0222
 JN0222.The horizontal coordinates were determined by differentially corrected
 JN0222.hand held GPS observations or other comparable positioning techniques
 JN0222.and have an estimated accuracy of +/- 3 meters.
 JN0222
 JN0222.The orthometric height was determined by differential leveling and
 JN0222.adjusted by the NATIONAL GEODETIC SURVEY
 JN0222.in June 1991.
 JN0222
 JN0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0222.GEOID18 height accuracy estimate available here.
 JN0222
 JN0222.Click photographs - Photos may exist for this station.
 JN0222
 JN0222.The dynamic height is computed by dividing the NAVD 88
 JN0222.geopotential number by the normal gravity value computed on the
 JN0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0222.degrees latitude (g = 980.6199 gals.).
 JN0222
 JN0222.The modeled gravity was interpolated from observed gravity values.
 JN0222
 JN0222;                    North         East    Units  Estimated Accuracy
 JN0222;SPC UT S     - 3,172,998.3     487,772.1     MT  (+/- 3 meters HH1 GPS) 
 JN0222
 JN0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH4401231009(NAD 83)
 JN0222
 JN0222                          SUPERSEDED SURVEY CONTROL
 JN0222
 JN0222  NGVD 29 (??/??/92) 2586.384  (m)         8485.49   (f) ADJ UNCH    2 0
 JN0222
 JN0222.Superseded values are not recommended for survey control.
 JN0222
 JN0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0222.See file dsdata.pdf to determine how the superseded data were derived.
 JN0222
 JN0222_MARKER: DB = BENCH MARK DISK
 JN0222_SETTING: 66 = SET IN ROCK OUTCROP
 JN0222_STAMPING: M 167 1963
 JN0222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0222+STABILITY: POSITION/ELEVATION WELL
 JN0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0222+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2010
 JN0222
 JN0222  HISTORY     - Date     Condition        Report By
 JN0222  HISTORY     - 1963     MONUMENTED       CGS
 JN0222  HISTORY     - 20100904 GOOD             GEOCAC
 JN0222
 JN0222                          STATION DESCRIPTION
 JN0222
 JN0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0222'13.7 MI S FROM LOA.
 JN0222'13.7 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0222'24 AT LOA, ON THE TOP OF A SMALL GRASSY HILL, IN THE TOP OF A 4- BY
 JN0222'7-FOOT OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 120 FEET
 JN0222'WEST OF THE CENTER LINE OF THE ROAD, 3.6 FEET NORTHEAST OF A WITNESS
 JN0222'POST, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
 JN0222
 JN0222                          STATION RECOVERY (2010)
 JN0222
 JN0222'RECOVERY NOTE BY GEOCACHING 2010 (JAC)
 JN0222'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0351 ***********************************************************************
 HN0351  DESIGNATION -  M 168
 HN0351  PID         -  HN0351
 HN0351  STATE/COUNTY-  UT/GARFIELD
 HN0351  COUNTRY     -  US
 HN0351  USGS QUAD   -  TENMILE FLAT (2017)
 HN0351
 HN0351                         *CURRENT SURVEY CONTROL
 HN0351  ______________________________________________________________________
 HN0351* NAD 83(1986) POSITION- 37 38 33.     (N) 111 27 01.     (W)   SCALED
 HN0351* NAVD 88 ORTHO HEIGHT -  1633.849 (meters)     5360.39  (feet) ADJUSTED
 HN0351  ______________________________________________________________________
 HN0351  GEOID HEIGHT    -        -20.922 (meters)                     GEOID18
 HN0351  DYNAMIC HEIGHT  -       1631.992 (meters)     5354.29  (feet) COMP
 HN0351  MODELED GRAVITY -    979,436.1   (mgal)                       NAVD 88
 HN0351
 HN0351  VERT ORDER      -  SECOND    CLASS 0
 HN0351
 HN0351.The horizontal coordinates were scaled from a map and have
 HN0351.an estimated accuracy of +/- 6 seconds.
 HN0351
 HN0351.The orthometric height was determined by differential leveling and
 HN0351.adjusted by the NATIONAL GEODETIC SURVEY
 HN0351.in June 1991.
 HN0351
 HN0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0351.GEOID18 height accuracy estimate available here.
 HN0351
 HN0351.Click photographs - Photos may exist for this station.
 HN0351
 HN0351.The dynamic height is computed by dividing the NAVD 88
 HN0351.geopotential number by the normal gravity value computed on the
 HN0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0351.degrees latitude (g = 980.6199 gals.).
 HN0351
 HN0351.The modeled gravity was interpolated from observed gravity values.
 HN0351
 HN0351;                    North         East    Units  Estimated Accuracy
 HN0351;SPC UT S     - 3,108,300.      504,390.      MT  (+/- 180 meters Scaled)
 HN0351
 HN0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG602662(NAD 83)
 HN0351
 HN0351                          SUPERSEDED SURVEY CONTROL
 HN0351
 HN0351  NGVD 29 (??/??/92) 1632.722  (m)         5356.69   (f) ADJ UNCH    2 0
 HN0351
 HN0351.Superseded values are not recommended for survey control.
 HN0351
 HN0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0351.See file dsdata.pdf to determine how the superseded data were derived.
 HN0351
 HN0351_MARKER: DB = BENCH MARK DISK
 HN0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0351_STAMPING: M 168 1963
 HN0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0351+STABILITY: SURFACE MOTION
 HN0351
 HN0351  HISTORY     - Date     Condition        Report By
 HN0351  HISTORY     - 1963     MONUMENTED       CGS
 HN0351
 HN0351                          STATION DESCRIPTION
 HN0351
 HN0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0351'12.2 MI SE FROM ESCALANTE.
 HN0351'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0351'AT ESCALANTE, THENCE 7.2 MILES SOUTHEAST ALONG A DIRT ROAD, 0.7 MILE
 HN0351'NORTHWEST OF HALFWAY HOLLOW, 0.1 MILE NORTHWEST OF THE SUMMIT OF A
 HN0351'SMALL HILL, 41 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3.0 FEET
 HN0351'NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THEN THE ROAD, AND SET
 HN0351'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0511 ***********************************************************************
 HN0511  DESIGNATION -  M 169
 HN0511  PID         -  HN0511
 HN0511  STATE/COUNTY-  UT/KANE
 HN0511  COUNTRY     -  US
 HN0511  USGS QUAD   -  SOONER BENCH (2017)
 HN0511
 HN0511                         *CURRENT SURVEY CONTROL
 HN0511  ______________________________________________________________________
 HN0511* NAD 83(1986) POSITION- 37 18 11.     (N) 111 02 19.     (W)   SCALED
 HN0511* NAVD 88 ORTHO HEIGHT -  1326.386 (meters)     4351.65  (feet) ADJUSTED
 HN0511  ______________________________________________________________________
 HN0511  GEOID HEIGHT    -        -22.605 (meters)                     GEOID18
 HN0511  DYNAMIC HEIGHT  -       1324.799 (meters)     4346.44  (feet) COMP
 HN0511  MODELED GRAVITY -    979,390.4   (mgal)                       NAVD 88
 HN0511
 HN0511  VERT ORDER      -  SECOND    CLASS 0
 HN0511
 HN0511.The horizontal coordinates were scaled from a map and have
 HN0511.an estimated accuracy of +/- 6 seconds.
 HN0511
 HN0511.The orthometric height was determined by differential leveling and
 HN0511.adjusted by the NATIONAL GEODETIC SURVEY
 HN0511.in June 1991.
 HN0511
 HN0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0511.GEOID18 height accuracy estimate available here.
 HN0511
 HN0511.Click photographs - Photos may exist for this station.
 HN0511
 HN0511.The dynamic height is computed by dividing the NAVD 88
 HN0511.geopotential number by the normal gravity value computed on the
 HN0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0511.degrees latitude (g = 980.6199 gals.).
 HN0511
 HN0511.The modeled gravity was interpolated from observed gravity values.
 HN0511
 HN0511;                    North         East    Units  Estimated Accuracy
 HN0511;SPC UT S     - 3,070,730.      540,910.      MT  (+/- 180 meters Scaled)
 HN0511
 HN0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG965284(NAD 83)
 HN0511
 HN0511                          SUPERSEDED SURVEY CONTROL
 HN0511
 HN0511  NGVD 29 (??/??/92) 1325.291  (m)         4348.06   (f) ADJ UNCH    2 0
 HN0511
 HN0511.Superseded values are not recommended for survey control.
 HN0511
 HN0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0511.See file dsdata.pdf to determine how the superseded data were derived.
 HN0511
 HN0511_MARKER: DB = BENCH MARK DISK
 HN0511_SETTING: 80 = SET IN A BOULDER
 HN0511_STAMPING: M 169 1963
 HN0511_MARK LOGO: CGS
 HN0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0511+STABILITY: SURFACE MOTION
 HN0511
 HN0511  HISTORY     - Date     Condition        Report By
 HN0511  HISTORY     - 1963     MONUMENTED       CGS
 HN0511
 HN0511                          STATION DESCRIPTION
 HN0511
 HN0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0511'48.0 MI SE FROM ESCALANTE.
 HN0511'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0511'AT ESCALANTE, THENCE 43.0 MILES SOUTHEAST ALONG A DIRT ROAD, AT THE
 HN0511'CROSSING OF A WASH, IN THE TOP OF A 4- BY 7-FOOT BOULDER WHICH
 HN0511'PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 93 FEET SOUTHEAST OF THE
 HN0511'CENTER LINE OF THE ROAD, 7.2 FEET NORTH OF A WITNESS POST, AND ABOUT 1
 HN0511'FOOT LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0024 ***********************************************************************
 LO0024  DESIGNATION -  M 17
 LO0024  PID         -  LO0024
 LO0024  STATE/COUNTY-  UT/DUCHESNE
 LO0024  COUNTRY     -  US
 LO0024  USGS QUAD   -  DUCHESNE NE (2017)
 LO0024
 LO0024                         *CURRENT SURVEY CONTROL
 LO0024  ______________________________________________________________________
 LO0024* NAD 83(1986) POSITION- 40 10 49.     (N) 110 20 45.     (W)   SCALED
 LO0024* NAVD 88 ORTHO HEIGHT -  1658.799 (meters)     5442.24  (feet) ADJUSTED
 LO0024  ______________________________________________________________________
 LO0024  GEOID HEIGHT    -        -17.275 (meters)                     GEOID18
 LO0024  DYNAMIC HEIGHT  -       1657.206 (meters)     5437.02  (feet) COMP
 LO0024  MODELED GRAVITY -    979,607.7   (mgal)                       NAVD 88
 LO0024
 LO0024  VERT ORDER      -  FIRST     CLASS II
 LO0024
 LO0024.The horizontal coordinates were scaled from a map and have
 LO0024.an estimated accuracy of +/- 6 seconds.
 LO0024
 LO0024.The orthometric height was determined by differential leveling and
 LO0024.adjusted by the NATIONAL GEODETIC SURVEY
 LO0024.in June 1991.
 LO0024
 LO0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0024.GEOID18 height accuracy estimate available here.
 LO0024
 LO0024.Click photographs - Photos may exist for this station.
 LO0024
 LO0024.The dynamic height is computed by dividing the NAVD 88
 LO0024.geopotential number by the normal gravity value computed on the
 LO0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0024.degrees latitude (g = 980.6199 gals.).
 LO0024
 LO0024.The modeled gravity was interpolated from observed gravity values.
 LO0024
 LO0024;                    North         East    Units  Estimated Accuracy
 LO0024;SPC UT C     - 2,205,680.      598,290.      MT  (+/- 180 meters Scaled)
 LO0024
 LO0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK556479(NAD 83)
 LO0024
 LO0024                          SUPERSEDED SURVEY CONTROL
 LO0024
 LO0024  NGVD 29 (??/??/92) 1657.514  (m)         5438.03   (f) ADJ UNCH    1 2
 LO0024
 LO0024.Superseded values are not recommended for survey control.
 LO0024
 LO0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0024.See file dsdata.pdf to determine how the superseded data were derived.
 LO0024
 LO0024_MARKER: DB = BENCH MARK DISK
 LO0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0024_SP_SET: CULVERT
 LO0024_STAMPING: M 17 1934
 LO0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0024
 LO0024  HISTORY     - Date     Condition        Report By
 LO0024  HISTORY     - 1934     MONUMENTED       USGS
 LO0024  HISTORY     - 1934     GOOD             CGS
 LO0024  HISTORY     - 19900101 MARK NOT FOUND   NGS
 LO0024
 LO0024                          STATION DESCRIPTION
 LO0024
 LO0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0024'3.6 MI E FROM DUCHESNE.
 LO0024'3.6 MILES EAST ALONG U.S. HIGHWAY 40 FROM DUCHESNE, DUCHESNE COUNTY,
 LO0024'20 FEET NORTHWEST OF THE JUNCTION OF A PRIVATE T-ROAD LEADING NORTH,
 LO0024'AT A CONCRETE CULVERT, AND IN THE TOP OF THE EAST END OF THE NORTH
 LO0024'HEAD WALL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED M
 LO0024'17 1934.
 LO0024
 LO0024                          STATION RECOVERY (1990)
 LO0024
 LO0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (DW)
 LO0024'THIS IS GRAVITY BASE STATION 'DUCHESNE', DOD 3919-1, IGB 15600 , HUS
 LO0024'1871.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0461 ***********************************************************************
 LO0461  DESIGNATION -  M 17
 LO0461  PID         -  LO0461
 LO0461  STATE/COUNTY-  UT/UTAH
 LO0461  COUNTRY     -  US
 LO0461  USGS QUAD   -  SPRINGVILLE (2017)
 LO0461
 LO0461                         *CURRENT SURVEY CONTROL
 LO0461  ______________________________________________________________________
 LO0461* NAD 83(1986) POSITION- 40 09 17.     (N) 111 36 36.     (W)   SCALED
 LO0461* NAVD 88 ORTHO HEIGHT -  1399.102 (meters)     4590.22  (feet) ADJUSTED
 LO0461  ______________________________________________________________________
 LO0461  GEOID HEIGHT    -        -17.086 (meters)                     GEOID18
 LO0461  DYNAMIC HEIGHT  -       1397.862 (meters)     4586.15  (feet) COMP
 LO0461  MODELED GRAVITY -    979,691.7   (mgal)                       NAVD 88
 LO0461
 LO0461  VERT ORDER      -  FIRST     CLASS II
 LO0461
 LO0461.The horizontal coordinates were scaled from a map and have
 LO0461.an estimated accuracy of +/- 6 seconds.
 LO0461
 LO0461.The orthometric height was determined by differential leveling and
 LO0461.adjusted by the NATIONAL GEODETIC SURVEY
 LO0461.in June 1991.
 LO0461
 LO0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0461.GEOID18 height accuracy estimate available here.
 LO0461
 LO0461.Click photographs - Photos may exist for this station.
 LO0461
 LO0461.The dynamic height is computed by dividing the NAVD 88
 LO0461.geopotential number by the normal gravity value computed on the
 LO0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0461.degrees latitude (g = 980.6199 gals.).
 LO0461
 LO0461.The modeled gravity was interpolated from observed gravity values.
 LO0461
 LO0461;                    North         East    Units  Estimated Accuracy
 LO0461;SPC UT C     - 2,202,220.      490,630.      MT  (+/- 180 meters Scaled)
 LO0461
 LO0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK480451(NAD 83)
 LO0461
 LO0461                          SUPERSEDED SURVEY CONTROL
 LO0461
 LO0461  NGVD 29 (??/??/92) 1398.084  (m)         4586.88   (f) ADJ UNCH    1 2
 LO0461
 LO0461.Superseded values are not recommended for survey control.
 LO0461
 LO0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0461.See file dsdata.pdf to determine how the superseded data were derived.
 LO0461
 LO0461_MARKER: DB = BENCH MARK DISK
 LO0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0461_STAMPING: 4586.881 M 17 1927
 LO0461_MARK LOGO: CGS
 LO0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0461+STABILITY: SURFACE MOTION
 LO0461
 LO0461  HISTORY     - Date     Condition        Report By
 LO0461  HISTORY     - 1927     MONUMENTED       CGS
 LO0461  HISTORY     - 1934     GOOD             CGS
 LO0461  HISTORY     - 19900227 MARK NOT FOUND   USGS
 LO0461
 LO0461                          STATION DESCRIPTION
 LO0461
 LO0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0461'0.75 MI SE FROM SPRINGVILLE.
 LO0461'ABOUT 3/4 MILE SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 LO0461'RAILROAD FROM THE STATION AT SPRINGVILLE, UTAH COUNTY, OPPOSITE
 LO0461'MILEPOST 695, 125 FEET SOUTHEAST OF A CROSSING, 30 FEET SOUTHWEST OF
 LO0461'THE CENTERLINE OF THE TRACK, 8 FEET EAST OF A SIDEWALK, AND AT A FENCE
 LO0461'CORNER.  A STANDARD DISK, STAMPED 4586.881 M 17 1927 AND SET IN THE
 LO0461'TOP OF A CONCRETE POST.
 LO0461
 LO0461                          STATION RECOVERY (1990)
 LO0461
 LO0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SDC)
 LO0461'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0483 ***********************************************************************
 MR0483  DESIGNATION -  M 170
 MR0483  PID         -  MR0483
 MR0483  STATE/COUNTY-  UT/CACHE
 MR0483  COUNTRY     -  US
 MR0483  USGS QUAD   -  TRENTON (2017)
 MR0483
 MR0483                         *CURRENT SURVEY CONTROL
 MR0483  ______________________________________________________________________
 MR0483* NAD 83(1986) POSITION- 41 55 04.7    (N) 111 56 52.1    (W)   HD_HELD2
 MR0483* NAVD 88 ORTHO HEIGHT -  1360.470 (meters)     4463.48  (feet) ADJUSTED
 MR0483  ______________________________________________________________________
 MR0483  GEOID HEIGHT    -        -15.122 (meters)                     GEOID18
 MR0483  DYNAMIC HEIGHT  -       1359.525 (meters)     4460.37  (feet) COMP
 MR0483  MODELED GRAVITY -    979,880.6   (mgal)                       NAVD 88
 MR0483
 MR0483  VERT ORDER      -  FIRST     CLASS I
 MR0483
 MR0483.The horizontal coordinates were established by autonomous hand held GPS
 MR0483.observations and have an estimated accuracy of +/- 10 meters.
 MR0483
 MR0483.The orthometric height was determined by differential leveling and
 MR0483.adjusted by the NATIONAL GEODETIC SURVEY
 MR0483.in June 1991.
 MR0483
 MR0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0483.GEOID18 height accuracy estimate available here.
 MR0483
 MR0483.Click photographs - Photos may exist for this station.
 MR0483
 MR0483.The dynamic height is computed by dividing the NAVD 88
 MR0483.geopotential number by the normal gravity value computed on the
 MR0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0483.degrees latitude (g = 980.6199 gals.).
 MR0483
 MR0483.The modeled gravity was interpolated from observed gravity values.
 MR0483
 MR0483;                    North         East    Units  Estimated Accuracy
 MR0483;SPC UT N     - 1,176,078.      462,851.      MT  (+/- 10 meters HH2 GPS)
 MR0483
 MR0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2140341103(NAD 83)
 MR0483
 MR0483                          SUPERSEDED SURVEY CONTROL
 MR0483
 MR0483  NGVD 29 (??/??/92) 1359.427  (m)         4460.05   (f) ADJ UNCH    1 1
 MR0483
 MR0483.Superseded values are not recommended for survey control.
 MR0483
 MR0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0483.See file dsdata.pdf to determine how the superseded data were derived.
 MR0483
 MR0483_MARKER: DB = BENCH MARK DISK
 MR0483_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0483_SP_SET: BUILDING
 MR0483_STAMPING: M 170 1967
 MR0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MR0483+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2009
 MR0483
 MR0483  HISTORY     - Date     Condition        Report By
 MR0483  HISTORY     - 1967     MONUMENTED       CGS
 MR0483  HISTORY     - 20091224 GOOD             GEOCAC
 MR0483
 MR0483                          STATION DESCRIPTION
 MR0483
 MR0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0483'IN TRENTON.
 MR0483'AT TRENTON, AT THE CROSSING OF STATE HIGHWAY 170 OVER THE UNION
 MR0483'PACIFIC RAILROAD, ABOUT 300 FEET WEST OF THE MAIN TRACK, 118 1/2 FEET
 MR0483'NORTH OF THE CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN THE SOUTH
 MR0483'FACE OF TRENTON FEED CO-OP BUILDING, 17 1/2 FEET EAST OF THE CENTER OF
 MR0483'THE DOOR OF THE OFFICE BUILDING, 0.8 FOOT WEST OF THE SOUTHEAST CORNER
 MR0483'OF THE BUILDING, AND ABOUT 0.6 FOOT ABOVE THE GROUND.
 MR0483
 MR0483                          STATION RECOVERY (2009)
 MR0483
 MR0483'RECOVERY NOTE BY GEOCACHING 2009 (JWS)
 MR0483'MARK IS MOSTLY BELOW GRADE, BUT MADE ENTIRELY VISIBLE BY DIGGING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0028 ***********************************************************************
 MS0028  DESIGNATION -  M 171
 MS0028  PID         -  MS0028
 MS0028  STATE/COUNTY-  UT/BOX ELDER
 MS0028  COUNTRY     -  US
 MS0028  USGS QUAD   -  HONEYVILLE (2017)
 MS0028
 MS0028                         *CURRENT SURVEY CONTROL
 MS0028  ______________________________________________________________________
 MS0028* NAD 83(1986) POSITION- 41 40 00.5    (N) 112 05 29.7    (W)   HD_HELD2
 MS0028* NAVD 88 ORTHO HEIGHT -  1311.390 (meters)     4302.45  (feet) ADJUSTED
 MS0028  ______________________________________________________________________
 MS0028  GEOID HEIGHT    -        -15.785 (meters)                     GEOID18
 MS0028  DYNAMIC HEIGHT  -       1310.478 (meters)     4299.46  (feet) COMP
 MS0028  MODELED GRAVITY -    979,882.6   (mgal)                       NAVD 88
 MS0028  OBS GRAVITY     -    979,882.6   (mgal)                       GRAV_OBS
 MS0028
 MS0028  VERT ORDER      -  FIRST     CLASS I
 MS0028
 MS0028.The horizontal coordinates were established by autonomous hand held GPS
 MS0028.observations and have an estimated accuracy of +/- 10 meters.
 MS0028
 MS0028.The orthometric height was determined by differential leveling and
 MS0028.adjusted by the NATIONAL GEODETIC SURVEY
 MS0028.in June 1991.
 MS0028
 MS0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0028.GEOID18 height accuracy estimate available here.
 MS0028
 MS0028.Click photographs - Photos may exist for this station.
 MS0028
 MS0028.The dynamic height is computed by dividing the NAVD 88
 MS0028.geopotential number by the normal gravity value computed on the
 MS0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0028.degrees latitude (g = 980.6199 gals.).
 MS0028
 MS0028.The modeled gravity was interpolated from observed gravity values.
 MS0028
 MS0028.The observed gravity was obtained from relative gravimeter ties
 MS0028.to the IGSN71 gravity network.
 MS0028
 MS0028;                    North         East    Units  Estimated Accuracy
 MS0028;SPC UT N     - 1,148,253.      450,733.      MT  (+/- 10 meters HH2 GPS)
 MS0028
 MS0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM0912613358(NAD 83)
 MS0028
 MS0028                          SUPERSEDED SURVEY CONTROL
 MS0028
 MS0028  NGVD 29 (??/??/92) 1310.392  (m)         4299.18   (f) ADJ UNCH    1 1
 MS0028
 MS0028.Superseded values are not recommended for survey control.
 MS0028
 MS0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0028.See file dsdata.pdf to determine how the superseded data were derived.
 MS0028
 MS0028_MARKER: DB = BENCH MARK DISK
 MS0028_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0028_STAMPING: M 171 1967
 MS0028_MARK LOGO: CGS
 MS0028_PROJECTION: RECESSED 6 CENTIMETERS
 MS0028_MAGNETIC: I = MARKER IS A STEEL ROD
 MS0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0028
 MS0028  HISTORY     - Date     Condition        Report By
 MS0028  HISTORY     - 1967     MONUMENTED       CGS
 MS0028
 MS0028                          STATION DESCRIPTION
 MS0028
 MS0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0028'2.2 MI N FROM HONEYVILLE.
 MS0028'2.2 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 MS0028'A COUNTY ROAD AT HONEYVILLE, 1 1/2 POLES NORTH OF MILEPOLE 32.5, AT
 MS0028'THE CROSSING OF AN ASPHALT ROAD, 65 FEET NORTHEAST AND ACROSS THE ROAD
 MS0028'FROM BENCH MARK E 90, 21.5 FEET WEST OF THE WEST RAIL, 22 FEET NORTH
 MS0028'OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET EAST OF THE EAST END OF A
 MS0028'WOODEN GATE, 0.9 FOOT NORTH OF A FENCE, 1.1 FEET SOUTH OF A WITNESS
 MS0028'POST, ABOUT 1/2 FOOT LOWER THAN THE ROAD, A DISK ON THE TOP OF A
 MS0028'5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 24
 MS0028'FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST 0.2
 MS0028'FOOT UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0137 ***********************************************************************
 MS0137  DESIGNATION -  M 172
 MS0137  PID         -  MS0137
 MS0137  STATE/COUNTY-  UT/WEBER
 MS0137  COUNTRY     -  US
 MS0137  USGS QUAD   -  ROY (2017)
 MS0137
 MS0137                         *CURRENT SURVEY CONTROL
 MS0137  ______________________________________________________________________
 MS0137* NAD 83(1986) POSITION- 41 09 15.     (N) 112 01 34.     (W)   SCALED
 MS0137* NAVD 88 ORTHO HEIGHT -  1385.396 (meters)     4545.25  (feet) ADJUSTED
 MS0137  ______________________________________________________________________
 MS0137  GEOID HEIGHT    -        -16.948 (meters)                     GEOID18
 MS0137  DYNAMIC HEIGHT  -       1384.323 (meters)     4541.73  (feet) COMP
 MS0137  MODELED GRAVITY -    979,801.3   (mgal)                       NAVD 88
 MS0137
 MS0137  VERT ORDER      -  FIRST     CLASS I
 MS0137
 MS0137.The horizontal coordinates were scaled from a map and have
 MS0137.an estimated accuracy of +/- 6 seconds.
 MS0137
 MS0137.The orthometric height was determined by differential leveling and
 MS0137.adjusted by the NATIONAL GEODETIC SURVEY
 MS0137.in June 1991.
 MS0137
 MS0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0137.GEOID18 height accuracy estimate available here.
 MS0137
 MS0137.Click photographs - Photos may exist for this station.
 MS0137
 MS0137.The dynamic height is computed by dividing the NAVD 88
 MS0137.geopotential number by the normal gravity value computed on the
 MS0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0137.degrees latitude (g = 980.6199 gals.).
 MS0137
 MS0137.The modeled gravity was interpolated from observed gravity values.
 MS0137
 MS0137;                    North         East    Units  Estimated Accuracy
 MS0137;SPC UT N     - 1,091,290.      455,840.      MT  (+/- 180 meters Scaled)
 MS0137
 MS0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL139563(NAD 83)
 MS0137
 MS0137                          SUPERSEDED SURVEY CONTROL
 MS0137
 MS0137  NGVD 29 (??/??/92) 1384.397  (m)         4541.98   (f) ADJ UNCH    1 1
 MS0137
 MS0137.Superseded values are not recommended for survey control.
 MS0137
 MS0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0137.See file dsdata.pdf to determine how the superseded data were derived.
 MS0137
 MS0137_MARKER: DB = BENCH MARK DISK
 MS0137_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MS0137_SP_SET: STORM DRAIN
 MS0137_STAMPING: M 172 1967
 MS0137_MARK LOGO: CGS
 MS0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0137
 MS0137  HISTORY     - Date     Condition        Report By
 MS0137  HISTORY     - 1967     MONUMENTED       CGS
 MS0137
 MS0137                          STATION DESCRIPTION
 MS0137
 MS0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0137'IN ROY.
 MS0137'AT ROY, 0.5 MILE SOUTH ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF 5600
 MS0137'SOUTH STREET, AT THE SOUTHWEST CORNER OF THE JUNCTION OF 6000 SOUTH
 MS0137'STREET, IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE STORM DRAIN
 MS0137'STRUCTURE WITH A STEEL GRATE, 16.4 FEET WEST OF THE WEST CURB OF THE
 MS0137'HIGHWAY, 12.2 FEET SOUTH OF THE SOUTH CURB OF THE STREET, 4.1 FEET
 MS0137'WEST OF A POLE SUPPORTING A TEXACO SIGN, AND ABOUT LEVEL WITH THE
 MS0137'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0247 ***********************************************************************
 LP0247  DESIGNATION -  M 173
 LP0247  PID         -  LP0247
 LP0247  STATE/COUNTY-  UT/TOOELE
 LP0247  COUNTRY     -  US
 LP0247  USGS QUAD   -  TOOELE (2017)
 LP0247
 LP0247                         *CURRENT SURVEY CONTROL
 LP0247  ______________________________________________________________________
 LP0247* NAD 83(1986) POSITION- 40 34 56.0    (N) 112 16 17.9    (W)   HD_HELD2
 LP0247* NAVD 88 ORTHO HEIGHT -  1427.806 (meters)     4684.39  (feet) ADJUSTED
 LP0247  ______________________________________________________________________
 LP0247  GEOID HEIGHT    -        -17.316 (meters)                     GEOID18
 LP0247  DYNAMIC HEIGHT  -       1426.625 (meters)     4680.52  (feet) COMP
 LP0247  MODELED GRAVITY -    979,748.8   (mgal)                       NAVD 88
 LP0247
 LP0247  VERT ORDER      -  FIRST     CLASS I
 LP0247
 LP0247.The horizontal coordinates were established by autonomous hand held GPS
 LP0247.observations and have an estimated accuracy of +/- 10 meters.
 LP0247
 LP0247.The orthometric height was determined by differential leveling and
 LP0247.adjusted by the NATIONAL GEODETIC SURVEY
 LP0247.in June 1991.
 LP0247
 LP0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0247.GEOID18 height accuracy estimate available here.
 LP0247
 LP0247.Click photographs - Photos may exist for this station.
 LP0247
 LP0247.The dynamic height is computed by dividing the NAVD 88
 LP0247.geopotential number by the normal gravity value computed on the
 LP0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0247.degrees latitude (g = 980.6199 gals.).
 LP0247
 LP0247.The modeled gravity was interpolated from observed gravity values.
 LP0247
 LP0247;                    North         East    Units  Estimated Accuracy
 LP0247;SPC UT C     - 2,249,959.      434,672.      MT  (+/- 10 meters HH2 GPS)
 LP0247
 LP0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK9237993158(NAD 83)
 LP0247
 LP0247                          SUPERSEDED SURVEY CONTROL
 LP0247
 LP0247  NGVD 29 (??/??/92) 1426.353  (m)         4679.63   (f) ADJ UNCH    1 1
 LP0247
 LP0247.Superseded values are not recommended for survey control.
 LP0247
 LP0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0247.See file dsdata.pdf to determine how the superseded data were derived.
 LP0247
 LP0247_MARKER: DB = BENCH MARK DISK
 LP0247_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0247_SP_SET: CULVERT HEADWALL
 LP0247_STAMPING: M 173 1970
 LP0247_MARK LOGO: CGS
 LP0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0247+STABILITY: SURFACE MOTION
 LP0247
 LP0247  HISTORY     - Date     Condition        Report By
 LP0247  HISTORY     - 1970     MONUMENTED       NGS
 LP0247
 LP0247                          STATION DESCRIPTION
 LP0247
 LP0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0247'4.95 MI NE FROM WARNER.
 LP0247'4.95 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LP0247'AT WARNER, 0.25 MILE NORTHEAST OF AN ASPHALT ROAD CROSSING, 2 POLES
 LP0247'SOUTHWEST OF MILE POST 753.25, IN THE TOP AND 1.0 FOOT NORTHEAST OF
 LP0247'THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF CULVERT
 LP0247'753.25, 9.1 FEET NORTHWEST OF THE NORTHWEST RAIL AND ABOUT 2 FEET
 LP0247'LOWER THAN THE TRACK.  SECTION 2, T 4W, R 3S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0223 ***********************************************************************
 LP0223  DESIGNATION -  M 174
 LP0223  PID         -  LP0223
 LP0223  STATE/COUNTY-  UT/SALT LAKE
 LP0223  COUNTRY     -  US
 LP0223  USGS QUAD   -  MAGNA (2017)
 LP0223
 LP0223                         *CURRENT SURVEY CONTROL
 LP0223  ______________________________________________________________________
 LP0223* NAD 83(1986) POSITION- 40 43 06.     (N) 112 04 23.     (W)   SCALED
 LP0223* NAVD 88 ORTHO HEIGHT -  1289.916 (meters)     4232.00  (feet) ADJUSTED
 LP0223  ______________________________________________________________________
 LP0223  GEOID HEIGHT    -        -17.180 (meters)                     GEOID18
 LP0223  DYNAMIC HEIGHT  -       1288.915 (meters)     4228.72  (feet) COMP
 LP0223  MODELED GRAVITY -    979,804.0   (mgal)                       NAVD 88
 LP0223
 LP0223  VERT ORDER      -  FIRST     CLASS I
 LP0223
 LP0223.The horizontal coordinates were scaled from a map and have
 LP0223.an estimated accuracy of +/- 6 seconds.
 LP0223
 LP0223.The orthometric height was determined by differential leveling and
 LP0223.adjusted by the NATIONAL GEODETIC SURVEY
 LP0223.in June 1991.
 LP0223
 LP0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0223.GEOID18 height accuracy estimate available here.
 LP0223
 LP0223.Click photographs - Photos may exist for this station.
 LP0223
 LP0223.The dynamic height is computed by dividing the NAVD 88
 LP0223.geopotential number by the normal gravity value computed on the
 LP0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0223.degrees latitude (g = 980.6199 gals.).
 LP0223
 LP0223.The modeled gravity was interpolated from observed gravity values.
 LP0223
 LP0223;                    North         East    Units  Estimated Accuracy
 LP0223;SPC UT C     - 2,264,950.      451,580.      MT  (+/- 180 meters Scaled)
 LP0223
 LP0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL093080(NAD 83)
 LP0223
 LP0223                          SUPERSEDED SURVEY CONTROL
 LP0223
 LP0223  NGVD 29 (??/??/92) 1288.979  (m)         4228.93   (f) ADJ UNCH    1 1
 LP0223
 LP0223.Superseded values are not recommended for survey control.
 LP0223
 LP0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0223.See file dsdata.pdf to determine how the superseded data were derived.
 LP0223
 LP0223_MARKER: DB = BENCH MARK DISK
 LP0223_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LP0223_STAMPING: M 174 1970
 LP0223_MARK LOGO: CGS
 LP0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0223
 LP0223  HISTORY     - Date     Condition        Report By
 LP0223  HISTORY     - 1970     MONUMENTED       NGS
 LP0223
 LP0223                          STATION DESCRIPTION
 LP0223
 LP0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0223'2.5 MI NE FROM MAGNA.
 LP0223'0.5 MILE NORTH ALONG 9180 WEST STREET FROM WEBSTER SCHOOL AT MAGNA,
 LP0223'THENCE 2.0 MILES EAST ALONG U.S. HIGHWAY 40 AND 50 ALTERNATE, 0.55
 LP0223'MILE EAST OF THE JUNCTION OF 8000 WEST STREET, AT THE JUNCTION OF A
 LP0223'DRIVEWAY SOUTH TO A HOUSE, 49 1/2 FEET NORTH OF THE CENTER LINE OF THE
 LP0223'HIGHWAY, 9 1/2 FEET WEST OF THE EXTENDED CENTER LINE OF THE DRIVEWAY,
 LP0223'15 FEET NORTHEAST OF THE CENTER OF A 24-INCH CAST IRON SEWER COVER, 1
 LP0223'FOOT SOUTH OF AN INTERSECTING POWER POLE, 2 1/2 FEET EAST OF A FENCE
 LP0223'CORNER, 1.4 FEET EAST OF A STATE HIGHWAY RIGHT-OF-WAY MARKER POST, 2.0
 LP0223'FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, A DISK ON
 LP0223'THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A
 LP0223'DEPTH OF 56 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A
 LP0223'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. SECTION 21, T1S,
 LP0223'R2W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0260 ***********************************************************************
 LP0260  DESIGNATION -  M 175
 LP0260  PID         -  LP0260
 LP0260  STATE/COUNTY-  UT/TOOELE
 LP0260  COUNTRY     -  US
 LP0260  USGS QUAD   -  STOCKTON (2017)
 LP0260
 LP0260                         *CURRENT SURVEY CONTROL
 LP0260  ______________________________________________________________________
 LP0260* NAD 83(1986) POSITION- 40 27 17.5    (N) 112 21 55.3    (W)   HD_HELD2
 LP0260* NAVD 88 ORTHO HEIGHT -  1547.929 (meters)     5078.50  (feet) ADJUSTED
 LP0260  ______________________________________________________________________
 LP0260  GEOID HEIGHT    -        -17.395 (meters)                     GEOID18
 LP0260  DYNAMIC HEIGHT  -       1546.599 (meters)     5074.13  (feet) COMP
 LP0260  MODELED GRAVITY -    979,711.5   (mgal)                       NAVD 88
 LP0260  OBS GRAVITY     -    979,713.1   (mgal)                       GRAV_OBS
 LP0260
 LP0260  VERT ORDER      -  FIRST     CLASS I
 LP0260
 LP0260.The horizontal coordinates were established by autonomous hand held GPS
 LP0260.observations and have an estimated accuracy of +/- 10 meters.
 LP0260
 LP0260.The orthometric height was determined by differential leveling and
 LP0260.adjusted by the NATIONAL GEODETIC SURVEY
 LP0260.in June 1991.
 LP0260
 LP0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0260.GEOID18 height accuracy estimate available here.
 LP0260
 LP0260.Click photographs - Photos may exist for this station.
 LP0260
 LP0260.The dynamic height is computed by dividing the NAVD 88
 LP0260.geopotential number by the normal gravity value computed on the
 LP0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0260.degrees latitude (g = 980.6199 gals.).
 LP0260
 LP0260.The modeled gravity was interpolated from observed gravity values.
 LP0260
 LP0260.The observed gravity was obtained from relative gravimeter ties
 LP0260.to the IGSN71 gravity network.
 LP0260
 LP0260;                    North         East    Units  Estimated Accuracy
 LP0260;SPC UT C     - 2,235,890.      426,600.      MT  (+/- 10 meters HH2 GPS)
 LP0260
 LP0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK8422879139(NAD 83)
 LP0260
 LP0260                          SUPERSEDED SURVEY CONTROL
 LP0260
 LP0260  NGVD 29 (??/??/92) 1546.80   (m)         5074.8    (f) COMPUTED    1 1
 LP0260
 LP0260.Superseded values are not recommended for survey control.
 LP0260
 LP0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0260.See file dsdata.pdf to determine how the superseded data were derived.
 LP0260
 LP0260_MARKER: DB = BENCH MARK DISK
 LP0260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LP0260_SP_SET: FOUNDATION
 LP0260_STAMPING: M 175 1970
 LP0260_MARK LOGO: CGS
 LP0260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0260
 LP0260  HISTORY     - Date     Condition        Report By
 LP0260  HISTORY     - 1970     MONUMENTED       NGS
 LP0260
 LP0260                          STATION DESCRIPTION
 LP0260
 LP0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0260'0.2 MI N FROM STOCKTON.
 LP0260'0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM A ASPHALT ROAD
 LP0260'CROSSING AT STOCKTON, 78 FEET EAST AND ACROSS THE TRACK FROM MILE POST
 LP0260'742.75, 28.2 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, IN THE TOP
 LP0260'OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF A FORMER
 LP0260'BUILDING, 14.4 FEET NORTH OF THE NORTHEAST CORNER OF A MOTOR CAR
 LP0260'BUILDING, 20 FEET WEST OF THE CENTER LINE OF A TRACK ROAD, 12 FEET
 LP0260'EAST OF A SIGNAL POLE, 1.3 FEET NORTHWEST OF THE SOUTHEAST CORNER OF
 LP0260'THE FOUNDATION OF THE BUILDING AND 1/2 FOOT HIGHER THAN THE GROUND.
 LP0260'SECTION 24, T 5W, R 4S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0285 ***********************************************************************
 LP0285  DESIGNATION -  M 176
 LP0285  PID         -  LP0285
 LP0285  STATE/COUNTY-  UT/TOOELE
 LP0285  COUNTRY     -  US
 LP0285  USGS QUAD   -  LOFGREEN (2017)
 LP0285
 LP0285                         *CURRENT SURVEY CONTROL
 LP0285  ______________________________________________________________________
 LP0285* NAD 83(1986) POSITION- 40 07 12.     (N) 112 21 06.     (W)   SCALED
 LP0285* NAVD 88 ORTHO HEIGHT -  1667.226 (meters)     5469.89  (feet) ADJUSTED
 LP0285  ______________________________________________________________________
 LP0285  GEOID HEIGHT    -        -17.781 (meters)                     GEOID18
 LP0285  DYNAMIC HEIGHT  -       1665.720 (meters)     5464.95  (feet) COMP
 LP0285  MODELED GRAVITY -    979,663.6   (mgal)                       NAVD 88
 LP0285
 LP0285  VERT ORDER      -  FIRST     CLASS I
 LP0285
 LP0285.The horizontal coordinates were scaled from a map and have
 LP0285.an estimated accuracy of +/- 6 seconds.
 LP0285
 LP0285.The orthometric height was determined by differential leveling and
 LP0285.adjusted by the NATIONAL GEODETIC SURVEY
 LP0285.in June 1991.
 LP0285
 LP0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0285.GEOID18 height accuracy estimate available here.
 LP0285
 LP0285.Click photographs - Photos may exist for this station.
 LP0285
 LP0285.The dynamic height is computed by dividing the NAVD 88
 LP0285.geopotential number by the normal gravity value computed on the
 LP0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0285.degrees latitude (g = 980.6199 gals.).
 LP0285
 LP0285.The modeled gravity was interpolated from observed gravity values.
 LP0285
 LP0285;                    North         East    Units  Estimated Accuracy
 LP0285;SPC UT C     - 2,198,700.      427,410.      MT  (+/- 180 meters Scaled)
 LP0285
 LP0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK848419(NAD 83)
 LP0285
 LP0285                          SUPERSEDED SURVEY CONTROL
 LP0285
 LP0285  NGVD 29 (??/??/92) 1666.05   (m)         5466.0    (f) COMPUTED    1 1
 LP0285
 LP0285.Superseded values are not recommended for survey control.
 LP0285
 LP0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0285.See file dsdata.pdf to determine how the superseded data were derived.
 LP0285
 LP0285_MARKER: DB = BENCH MARK DISK
 LP0285_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0285_SP_SET: CULVERT HEADWALL
 LP0285_STAMPING: M 176 1970
 LP0285_MARK LOGO: CGS
 LP0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0285+STABILITY: SURFACE MOTION
 LP0285
 LP0285  HISTORY     - Date     Condition        Report By
 LP0285  HISTORY     - 1970     MONUMENTED       NGS
 LP0285
 LP0285                          STATION DESCRIPTION
 LP0285
 LP0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0285'8.0 MI N FROM LOFGREEN.
 LP0285'8.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING SIGN
 LP0285'AT LOFGREEN, 7 1/4 POLES SOUTH OF A DIRT ROAD CROSSING, 1 1/4 POLES
 LP0285'SOUTH OF MILE POST 718, IN THE TOP AND 6.6 FEET NORTH OF THE SOUTH END
 LP0285'OF THE EAST HEAD WALL OF CULVERT 717.95, 26.8 FEET EAST OF THE EAST
 LP0285'RAIL AND ABOUT 12 FEET LOWER THAN THE TRACK.  SECTION 13, T 5W. R 8S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0053 ***********************************************************************
 KO0053  DESIGNATION -  M 177
 KO0053  PID         -  KO0053
 KO0053  STATE/COUNTY-  UT/JUAB
 KO0053  COUNTRY     -  US
 KO0053  USGS QUAD   -  TINTIC JUNCTION (2017)
 KO0053
 KO0053                         *CURRENT SURVEY CONTROL
 KO0053  ______________________________________________________________________
 KO0053* NAD 83(1986) POSITION- 39 53 27.     (N) 112 09 28.     (W)   SCALED
 KO0053* NAVD 88 ORTHO HEIGHT -  1755.619 (meters)     5759.89  (feet) ADJUSTED
 KO0053  ______________________________________________________________________
 KO0053  GEOID HEIGHT    -        -17.856 (meters)                     GEOID18
 KO0053  DYNAMIC HEIGHT  -       1753.930 (meters)     5754.35  (feet) COMP
 KO0053  MODELED GRAVITY -    979,602.4   (mgal)                       NAVD 88
 KO0053
 KO0053  VERT ORDER      -  FIRST     CLASS I
 KO0053
 KO0053.The horizontal coordinates were scaled from a map and have
 KO0053.an estimated accuracy of +/- 6 seconds.
 KO0053
 KO0053.The orthometric height was determined by differential leveling and
 KO0053.adjusted by the NATIONAL GEODETIC SURVEY
 KO0053.in June 1991.
 KO0053
 KO0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0053.GEOID18 height accuracy estimate available here.
 KO0053
 KO0053.Click photographs - Photos may exist for this station.
 KO0053
 KO0053.The dynamic height is computed by dividing the NAVD 88
 KO0053.geopotential number by the normal gravity value computed on the
 KO0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0053.degrees latitude (g = 980.6199 gals.).
 KO0053
 KO0053.The modeled gravity was interpolated from observed gravity values.
 KO0053
 KO0053;                    North         East    Units  Estimated Accuracy
 KO0053;SPC UT C     - 2,173,120.      443,750.      MT  (+/- 180 meters Scaled)
 KO0053
 KO0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK010162(NAD 83)
 KO0053
 KO0053                          SUPERSEDED SURVEY CONTROL
 KO0053
 KO0053.No superseded survey control is available for this station.
 KO0053
 KO0053_MARKER: DB = BENCH MARK DISK
 KO0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KO0053_SP_SET: CULVERT
 KO0053_STAMPING: M 177 1970
 KO0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0053
 KO0053  HISTORY     - Date     Condition        Report By
 KO0053  HISTORY     - 1970     MONUMENTED       NGS
 KO0053
 KO0053                          STATION DESCRIPTION
 KO0053
 KO0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0053'2.4 MI S FROM TINTIC JUNCTION.
 KO0053'2.4 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 KO0053'TINTIC JUNCTION, 4 POLES NORTH OF MILEPOLE 696, IN THE TOP AND 1.8
 KO0053'FEET NORTH OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF CULVERT
 KO0053'696.14, 8.5 FEET EAST OF THE EAST RAIL, AND ABOUT 1 FOOT LOWER THAN
 KO0053'THE TRACK.  SECTION 3, T11S, R3W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0012 ***********************************************************************
 KO0012  DESIGNATION -  M 178
 KO0012  PID         -  KO0012
 KO0012  STATE/COUNTY-  UT/JUAB
 KO0012  COUNTRY     -  US
 KO0012  USGS QUAD   -  LYNNDYL EAST (2017)
 KO0012
 KO0012                         *CURRENT SURVEY CONTROL
 KO0012  ______________________________________________________________________
 KO0012* NAD 83(1986) POSITION- 39 35 46.     (N) 112 19 39.     (W)   SCALED
 KO0012* NAVD 88 ORTHO HEIGHT -  1489.104 (meters)     4885.50  (feet) ADJUSTED
 KO0012  ______________________________________________________________________
 KO0012  GEOID HEIGHT    -        -18.334 (meters)                     GEOID18
 KO0012  DYNAMIC HEIGHT  -       1487.765 (meters)     4881.11  (feet) COMP
 KO0012  MODELED GRAVITY -    979,674.7   (mgal)                       NAVD 88
 KO0012
 KO0012  VERT ORDER      -  FIRST     CLASS I
 KO0012
 KO0012.The horizontal coordinates were scaled from a map and have
 KO0012.an estimated accuracy of +/- 6 seconds.
 KO0012
 KO0012.The orthometric height was determined by differential leveling and
 KO0012.adjusted by the NATIONAL GEODETIC SURVEY
 KO0012.in June 1991.
 KO0012
 KO0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0012.GEOID18 height accuracy estimate available here.
 KO0012
 KO0012.Click photographs - Photos may exist for this station.
 KO0012
 KO0012.The dynamic height is computed by dividing the NAVD 88
 KO0012.geopotential number by the normal gravity value computed on the
 KO0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0012.degrees latitude (g = 980.6199 gals.).
 KO0012
 KO0012.The modeled gravity was interpolated from observed gravity values.
 KO0012
 KO0012;                    North         East    Units  Estimated Accuracy
 KO0012;SPC UT C     - 2,140,520.      428,930.      MT  (+/- 180 meters Scaled)
 KO0012
 KO0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ860837(NAD 83)
 KO0012
 KO0012                          SUPERSEDED SURVEY CONTROL
 KO0012
 KO0012.No superseded survey control is available for this station.
 KO0012
 KO0012_MARKER: DB = BENCH MARK DISK
 KO0012_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0012_SP_SET: CULVERT HEADWALL
 KO0012_STAMPING: M 178 1970
 KO0012_MARK LOGO: CGS
 KO0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0012+STABILITY: SURFACE MOTION
 KO0012
 KO0012  HISTORY     - Date     Condition        Report By
 KO0012  HISTORY     - 1970     MONUMENTED       NGS
 KO0012
 KO0012                          STATION DESCRIPTION
 KO0012
 KO0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0012'5.75 MI NE FROM LYNNDYL.
 KO0012'5.75 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0012'SIGN AT LYNNDYL, 4 POLES NORTHEAST OF MILEPOLE 671.50, IN THE TOP AND
 KO0012'1.7 FEET SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD
 KO0012'WALL OF CULVERT 671.60, 24.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 18
 KO0012'1/2 FEET NORTHWEST OF THE CENTER LINE OF A TRACK ROAD, ABOUT 13 FEET
 KO0012'LOWER THAN THE TRACK, AND 4 FEET HIGHER THAN THE ROAD. SECTION 19,
 KO0012'T14S, R4W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0223 ***********************************************************************
 KO0223  DESIGNATION -  M 179
 KO0223  PID         -  KO0223
 KO0223  STATE/COUNTY-  UT/MILLARD
 KO0223  COUNTRY     -  US
 KO0223  USGS QUAD   -  DELTA (2017)
 KO0223
 KO0223                         *CURRENT SURVEY CONTROL
 KO0223  ______________________________________________________________________
 KO0223* NAD 83(1986) POSITION- 39 20 16.     (N) 112 35 52.     (W)   SCALED
 KO0223* NAVD 88 ORTHO HEIGHT -  1409.549 (meters)     4624.50  (feet) ADJUSTED
 KO0223  ______________________________________________________________________
 KO0223  GEOID HEIGHT    -        -19.593 (meters)                     GEOID18
 KO0223  DYNAMIC HEIGHT  -       1408.236 (meters)     4620.19  (feet) COMP
 KO0223  MODELED GRAVITY -    979,647.1   (mgal)                       NAVD 88
 KO0223
 KO0223  VERT ORDER      -  FIRST     CLASS I
 KO0223
 KO0223.The horizontal coordinates were scaled from a map and have
 KO0223.an estimated accuracy of +/- 6 seconds.
 KO0223
 KO0223.The orthometric height was determined by differential leveling and
 KO0223.adjusted by the NATIONAL GEODETIC SURVEY
 KO0223.in June 1991.
 KO0223
 KO0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0223.GEOID18 height accuracy estimate available here.
 KO0223
 KO0223.Click photographs - Photos may exist for this station.
 KO0223
 KO0223.The dynamic height is computed by dividing the NAVD 88
 KO0223.geopotential number by the normal gravity value computed on the
 KO0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0223.degrees latitude (g = 980.6199 gals.).
 KO0223
 KO0223.The modeled gravity was interpolated from observed gravity values.
 KO0223
 KO0223;                    North         East    Units  Estimated Accuracy
 KO0223;SPC UT C     - 2,112,090.      405,370.      MT  (+/- 180 meters Scaled)
 KO0223
 KO0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ623554(NAD 83)
 KO0223
 KO0223                          SUPERSEDED SURVEY CONTROL
 KO0223
 KO0223  NGVD 29 (??/??/92) 1408.44   (m)         4620.9    (f) COMPUTED    1 1
 KO0223
 KO0223.Superseded values are not recommended for survey control.
 KO0223
 KO0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0223.See file dsdata.pdf to determine how the superseded data were derived.
 KO0223
 KO0223_MARKER: DB = BENCH MARK DISK
 KO0223_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0223_SP_SET: CULVERT HEADWALL
 KO0223_STAMPING: M 179 1970
 KO0223_MARK LOGO: CGS
 KO0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0223+STABILITY: SURFACE MOTION
 KO0223
 KO0223  HISTORY     - Date     Condition        Report By
 KO0223  HISTORY     - 1970     MONUMENTED       NGS
 KO0223
 KO0223                          STATION DESCRIPTION
 KO0223
 KO0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0223'1.55 MI SW FROM DELTA.
 KO0223'1.55 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0223'AT DELTA, AT THE CROSSING OF A GRAVELED ROAD, 2-3/4 POLES NORTHEAST OF
 KO0223'MILEPOLE 648.75, IN THE TOP AND 1.0 FOOT WEST OF THE EAST END OF THE
 KO0223'SOUTH CONCRETE HEAD WALL OF A PIPE CULVERT UNDER THE ROAD, 118.6 FEET
 KO0223'NORTHWEST OF THE NORTHWEST RAIL, 11 1/2 FEET SOUTH OF THE CENTER LINE
 KO0223'OF THE ROAD, 3 FEET EAST OF THE CENTER OF THE MELVILLE WEST CANAL, AND
 KO0223'ABOUT LEVEL WITH THE TRACK.  SECTION 14, T17S, R7W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0290 ***********************************************************************
 JM0290  DESIGNATION -  M 18
 JM0290  PID         -  JM0290
 JM0290  STATE/COUNTY-  UT/GRAND
 JM0290  COUNTRY     -  US
 JM0290  USGS QUAD   -  CRESCENT JUNCTION (2017)
 JM0290
 JM0290                         *CURRENT SURVEY CONTROL
 JM0290  ______________________________________________________________________
 JM0290* NAD 83(1986) POSITION- 38 55 26.9    (N) 109 46 22.2    (W)   HD_HELD2
 JM0290* NAVD 88 ORTHO HEIGHT -  1474.414 (meters)     4837.31  (feet) ADJUSTED
 JM0290  ______________________________________________________________________
 JM0290  GEOID HEIGHT    -        -20.245 (meters)                     GEOID18
 JM0290  DYNAMIC HEIGHT  -       1472.902 (meters)     4832.35  (feet) COMP
 JM0290  MODELED GRAVITY -    979,551.7   (mgal)                       NAVD 88
 JM0290
 JM0290  VERT ORDER      -  FIRST     CLASS II
 JM0290
 JM0290.The horizontal coordinates were established by autonomous hand held GPS
 JM0290.observations and have an estimated accuracy of +/- 10 meters.
 JM0290
 JM0290.The orthometric height was determined by differential leveling and
 JM0290.adjusted by the NATIONAL GEODETIC SURVEY
 JM0290.in June 1991.
 JM0290
 JM0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0290.GEOID18 height accuracy estimate available here.
 JM0290
 JM0290.Click photographs - Photos may exist for this station.
 JM0290
 JM0290.The dynamic height is computed by dividing the NAVD 88
 JM0290.geopotential number by the normal gravity value computed on the
 JM0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0290.degrees latitude (g = 980.6199 gals.).
 JM0290
 JM0290.The modeled gravity was interpolated from observed gravity values.
 JM0290
 JM0290;                    North         East    Units  Estimated Accuracy
 JM0290;SPC UT C     - 2,067,039.      649,772.      MT  (+/- 10 meters HH2 GPS)
 JM0290
 JM0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ0637709074(NAD 83)
 JM0290
 JM0290                          SUPERSEDED SURVEY CONTROL
 JM0290
 JM0290  NGVD 29 (??/??/92) 1473.360  (m)         4833.85   (f) ADJ UNCH    1 2
 JM0290
 JM0290.Superseded values are not recommended for survey control.
 JM0290
 JM0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0290.See file dsdata.pdf to determine how the superseded data were derived.
 JM0290
 JM0290_MARKER: DB = BENCH MARK DISK
 JM0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0290_STAMPING: 4833.848 M 18 1933
 JM0290_MARK LOGO: CGS
 JM0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0290+STABILITY: SURFACE MOTION
 JM0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0290+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2009
 JM0290
 JM0290  HISTORY     - Date     Condition        Report By
 JM0290  HISTORY     - 1933     MONUMENTED       CGS
 JM0290  HISTORY     - 1934     GOOD             CGS
 JM0290  HISTORY     - 20091029 GOOD             GEOCAC
 JM0290
 JM0290                          STATION DESCRIPTION
 JM0290
 JM0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0290'4.8 MI S FROM THOMPSONS.
 JM0290'4.8 MILES SOUTH ALONG AN ABANDONED HIGHWAY FROM THOMPSONS, GRAND
 JM0290'COUNTY, ON A SMALL KNOLL, 70 FEET NORTHWEST OF THE CENTERLINE OF THE
 JM0290'HIGHWAY, AND 4 FEET NORTH OF A POLE.  A STANDARD DISK, STAMPED
 JM0290'4833.848 M 18 1933 AND SET IN THE TOP OF A CONCRETE POST.
 JM0290
 JM0290                          STATION RECOVERY (2009)
 JM0290
 JM0290'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0290'MOST OF THE POLES HAVE BEEN REMOVED, BUT THE ALIGNMENT CAN STILL BE
 JM0290'DETERMINED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0192 ***********************************************************************
 KO0192  DESIGNATION -  M 180
 KO0192  PID         -  KO0192
 KO0192  STATE/COUNTY-  UT/MILLARD
 KO0192  COUNTRY     -  US
 KO0192  USGS QUAD   -  NEELS (2017)
 KO0192
 KO0192                         *CURRENT SURVEY CONTROL
 KO0192  ______________________________________________________________________
 KO0192* NAD 83(1986) POSITION- 39 05 33.     (N) 112 45 02.     (W)   SCALED
 KO0192* NAVD 88 ORTHO HEIGHT -  1400.080 (meters)     4593.43  (feet) ADJUSTED
 KO0192  ______________________________________________________________________
 KO0192  GEOID HEIGHT    -        -20.042 (meters)                     GEOID18
 KO0192  DYNAMIC HEIGHT  -       1398.756 (meters)     4589.09  (feet) COMP
 KO0192  MODELED GRAVITY -    979,632.7   (mgal)                       NAVD 88
 KO0192  OBS GRAVITY     -    979,632.3   (mgal)                       GRAV_OBS
 KO0192
 KO0192  VERT ORDER      -  FIRST     CLASS I
 KO0192
 KO0192.The horizontal coordinates were scaled from a map and have
 KO0192.an estimated accuracy of +/- 6 seconds.
 KO0192
 KO0192.The orthometric height was determined by differential leveling and
 KO0192.adjusted by the NATIONAL GEODETIC SURVEY
 KO0192.in June 1991.
 KO0192
 KO0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0192.GEOID18 height accuracy estimate available here.
 KO0192
 KO0192.Click photographs - Photos may exist for this station.
 KO0192
 KO0192.The dynamic height is computed by dividing the NAVD 88
 KO0192.geopotential number by the normal gravity value computed on the
 KO0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0192.degrees latitude (g = 980.6199 gals.).
 KO0192
 KO0192.The modeled gravity was interpolated from observed gravity values.
 KO0192
 KO0192.The observed gravity was obtained from relative gravimeter ties
 KO0192.to the IGSN71 gravity network.
 KO0192
 KO0192;                    North         East    Units  Estimated Accuracy
 KO0192;SPC UT C     - 2,085,040.      391,820.      MT  (+/- 180 meters Scaled)
 KO0192
 KO0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ486285(NAD 83)
 KO0192
 KO0192                          SUPERSEDED SURVEY CONTROL
 KO0192
 KO0192  NGVD 29 (??/??/92) 1399.01   (m)         4589.9    (f) COMPUTED    1 1
 KO0192
 KO0192.Superseded values are not recommended for survey control.
 KO0192
 KO0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0192.See file dsdata.pdf to determine how the superseded data were derived.
 KO0192
 KO0192_MARKER: DB = BENCH MARK DISK
 KO0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0192_STAMPING: M 180 1970
 KO0192_MARK LOGO: CGS
 KO0192_PROJECTION: PROJECTING
 KO0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0192+STABILITY: SURFACE MOTION
 KO0192
 KO0192  HISTORY     - Date     Condition        Report By
 KO0192  HISTORY     - 1970     MONUMENTED       NGS
 KO0192
 KO0192                          STATION DESCRIPTION
 KO0192
 KO0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0192'20.4 MI SW FROM DELTA.
 KO0192'20.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0192'AT DELTA, 2.2 FEET SOUTHWEST OF MILEPOLE 629, 88.0 FEET NORTHWEST OF
 KO0192'THE NORTHWEST RAIL, 27 FEET SOUTHEAST OF THE CENTER LINE OF STATE
 KO0192'HIGHWAY 257, 4.0 FEET SOUTHEAST OF A FENCE, 1.5 FEET NORTHEAST OF A
 KO0192'WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 KO0192'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0238 ***********************************************************************
 JO0238  DESIGNATION -  M 181
 JO0238  PID         -  JO0238
 JO0238  STATE/COUNTY-  UT/MILLARD
 JO0238  COUNTRY     -  US
 JO0238  USGS QUAD   -  CAT CANYON (2017)
 JO0238
 JO0238                         *CURRENT SURVEY CONTROL
 JO0238  ______________________________________________________________________
 JO0238* NAD 83(1986) POSITION- 38 47 22.     (N) 112 53 10.     (W)   SCALED
 JO0238* NAVD 88 ORTHO HEIGHT -  1474.260 (meters)     4836.80  (feet) ADJUSTED
 JO0238  ______________________________________________________________________
 JO0238  GEOID HEIGHT    -        -20.203 (meters)                     GEOID18
 JO0238  DYNAMIC HEIGHT  -       1472.805 (meters)     4832.03  (feet) COMP
 JO0238  MODELED GRAVITY -    979,589.5   (mgal)                       NAVD 88
 JO0238
 JO0238  VERT ORDER      -  FIRST     CLASS I
 JO0238
 JO0238.The horizontal coordinates were scaled from a map and have
 JO0238.an estimated accuracy of +/- 6 seconds.
 JO0238
 JO0238.The orthometric height was determined by differential leveling and
 JO0238.adjusted by the NATIONAL GEODETIC SURVEY
 JO0238.in June 1991.
 JO0238
 JO0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0238.GEOID18 height accuracy estimate available here.
 JO0238
 JO0238.Click photographs - Photos may exist for this station.
 JO0238
 JO0238.The dynamic height is computed by dividing the NAVD 88
 JO0238.geopotential number by the normal gravity value computed on the
 JO0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0238.degrees latitude (g = 980.6199 gals.).
 JO0238
 JO0238.The modeled gravity was interpolated from observed gravity values.
 JO0238
 JO0238;                    North         East    Units  Estimated Accuracy
 JO0238;SPC UT C     - 2,051,570.      379,570.      MT  (+/- 180 meters Scaled)
 JO0238
 JO0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH361951(NAD 83)
 JO0238
 JO0238                          SUPERSEDED SURVEY CONTROL
 JO0238
 JO0238  NGVD 29 (??/??/92) 1473.18   (m)         4833.3    (f) COMPUTED    1 1
 JO0238
 JO0238.Superseded values are not recommended for survey control.
 JO0238
 JO0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0238.See file dsdata.pdf to determine how the superseded data were derived.
 JO0238
 JO0238_MARKER: DB = BENCH MARK DISK
 JO0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0238_STAMPING: M 181 1970
 JO0238_MARK LOGO: CGS
 JO0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0238+STABILITY: SURFACE MOTION
 JO0238
 JO0238  HISTORY     - Date     Condition        Report By
 JO0238  HISTORY     - 1970     MONUMENTED       NGS
 JO0238
 JO0238                          STATION DESCRIPTION
 JO0238
 JO0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0238'7.0 MI NE FROM BLACK ROCK.
 JO0238'7.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JO0238'AT BLACK ROCK, 3 POLES SOUTHWEST OF MILEPOLE 606.50, 1 1/2 POLES
 JO0238'SOUTHWEST OF BRIDGE 606.50, 88.4 FEET NORTHWEST OF THE NORTHWEST RAIL
 JO0238'OF THE MAIN TRACK, 9.5 FEET SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY
 JO0238'FENCE, 1.8 FEET NORTHEAST OF A WITNESS POST, A DISK ON THE TOP OF A
 JO0238'5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 15
 JO0238'FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST
 JO0238'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0201 ***********************************************************************
 JO0201  DESIGNATION -  M 182
 JO0201  PID         -  JO0201
 JO0201  STATE/COUNTY-  UT/BEAVER
 JO0201  COUNTRY     -  US
 JO0201  USGS QUAD   -  READ (2017)
 JO0201
 JO0201                         *CURRENT SURVEY CONTROL
 JO0201  ______________________________________________________________________
 JO0201* NAD 83(1986) POSITION- 38 31 48.     (N) 112 59 03.     (W)   SCALED
 JO0201* NAVD 88 ORTHO HEIGHT -  1500.354 (meters)     4922.41  (feet) ADJUSTED
 JO0201  ______________________________________________________________________
 JO0201  GEOID HEIGHT    -        -20.790 (meters)                     GEOID18
 JO0201  DYNAMIC HEIGHT  -       1498.801 (meters)     4917.32  (feet) COMP
 JO0201  MODELED GRAVITY -    979,541.3   (mgal)                       NAVD 88
 JO0201
 JO0201  VERT ORDER      -  FIRST     CLASS I
 JO0201
 JO0201.The horizontal coordinates were scaled from a map and have
 JO0201.an estimated accuracy of +/- 6 seconds.
 JO0201
 JO0201.The orthometric height was determined by differential leveling and
 JO0201.adjusted by the NATIONAL GEODETIC SURVEY
 JO0201.in June 1991.
 JO0201
 JO0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0201.GEOID18 height accuracy estimate available here.
 JO0201
 JO0201.Click photographs - Photos may exist for this station.
 JO0201
 JO0201.The dynamic height is computed by dividing the NAVD 88
 JO0201.geopotential number by the normal gravity value computed on the
 JO0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0201.degrees latitude (g = 980.6199 gals.).
 JO0201
 JO0201.The modeled gravity was interpolated from observed gravity values.
 JO0201
 JO0201;                    North         East    Units  Estimated Accuracy
 JO0201;SPC UT S     - 3,207,840.      370,590.      MT  (+/- 180 meters Scaled)
 JO0201
 JO0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH270664(NAD 83)
 JO0201
 JO0201                          SUPERSEDED SURVEY CONTROL
 JO0201
 JO0201  NGVD 29 (??/??/92) 1498.997  (m)         4917.96   (f) ADJ UNCH    1 1
 JO0201
 JO0201.Superseded values are not recommended for survey control.
 JO0201
 JO0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0201.See file dsdata.pdf to determine how the superseded data were derived.
 JO0201
 JO0201_MARKER: DB = BENCH MARK DISK
 JO0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0201_STAMPING: M 182 1970
 JO0201_MARK LOGO: CGS
 JO0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0201+STABILITY: SURFACE MOTION
 JO0201
 JO0201  HISTORY     - Date     Condition        Report By
 JO0201  HISTORY     - 1970     MONUMENTED       NGS
 JO0201
 JO0201                          STATION DESCRIPTION
 JO0201
 JO0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0201'9.7 MI N FROM MILFORD.
 JO0201'9.7 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JO0201'MILFORD, DIRECTLY ACROSS THE TRACK FROM MILEPOLE 586.50, 92.7 FEET
 JO0201'EAST OF THE EAST RAIL, 4.7 FEET WEST OF A FENCE, 2 FEET NORTH OF A
 JO0201'TELEPHONE POLE, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT 3 1/2 FEET
 JO0201'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JO0201'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0028 ***********************************************************************
 LO0028  DESIGNATION -  M 19
 LO0028  PID         -  LO0028
 LO0028  STATE/COUNTY-  UT/DUCHESNE
 LO0028  COUNTRY     -  US
 LO0028  USGS QUAD   -  DUCHESNE (2017)
 LO0028
 LO0028                         *CURRENT SURVEY CONTROL
 LO0028  ______________________________________________________________________
 LO0028* NAD 83(1986) POSITION- 40 09 47.     (N) 110 24 12.     (W)   SCALED
 LO0028* NAVD 88 ORTHO HEIGHT -  1681.891 (meters)     5518.00  (feet) ADJUSTED
 LO0028  ______________________________________________________________________
 LO0028  GEOID HEIGHT    -        -17.180 (meters)                     GEOID18
 LO0028  DYNAMIC HEIGHT  -       1680.264 (meters)     5512.67  (feet) COMP
 LO0028  MODELED GRAVITY -    979,599.5   (mgal)                       NAVD 88
 LO0028
 LO0028  VERT ORDER      -  FIRST     CLASS II
 LO0028
 LO0028.The horizontal coordinates were scaled from a map and have
 LO0028.an estimated accuracy of +/- 6 seconds.
 LO0028
 LO0028.The orthometric height was determined by differential leveling and
 LO0028.adjusted by the NATIONAL GEODETIC SURVEY
 LO0028.in June 1991.
 LO0028
 LO0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0028.GEOID18 height accuracy estimate available here.
 LO0028
 LO0028.Click photographs - Photos may exist for this station.
 LO0028
 LO0028.The dynamic height is computed by dividing the NAVD 88
 LO0028.geopotential number by the normal gravity value computed on the
 LO0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0028.degrees latitude (g = 980.6199 gals.).
 LO0028
 LO0028.The modeled gravity was interpolated from observed gravity values.
 LO0028
 LO0028;                    North         East    Units  Estimated Accuracy
 LO0028;SPC UT C     - 2,203,710.      593,420.      MT  (+/- 180 meters Scaled)
 LO0028
 LO0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK508460(NAD 83)
 LO0028
 LO0028                          SUPERSEDED SURVEY CONTROL
 LO0028
 LO0028  NGVD 29 (??/??/92) 1680.598  (m)         5513.76   (f) ADJ UNCH    1 2
 LO0028
 LO0028.Superseded values are not recommended for survey control.
 LO0028
 LO0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0028.See file dsdata.pdf to determine how the superseded data were derived.
 LO0028
 LO0028_MARKER: DB = BENCH MARK DISK
 LO0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0028_SP_SET: CULVERT
 LO0028_STAMPING: M 19 1934
 LO0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0028
 LO0028  HISTORY     - Date     Condition        Report By
 LO0028  HISTORY     - 1934     MONUMENTED       USGS
 LO0028  HISTORY     - 1934     GOOD             CGS
 LO0028  HISTORY     - 20091021 MARK NOT FOUND   GEOCAC
 LO0028
 LO0028                          STATION DESCRIPTION
 LO0028
 LO0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0028'IN DUCHESNE.
 LO0028'AT DUCHESNE, DUCHESNE COUNTY, 0.1 MILE WEST OF THE INTERSECTION OF
 LO0028'U.S. HIGHWAY 40 AND STATE HIGHWAY 35, AT THE JUNCTION OF STATE HIGHWAY
 LO0028'33 LEADING SOUTH, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 LO0028'HEADWALL OF A SMALL CONCRETE BOX CULVERT UNDER U.S. HIGHWAY 40, 49
 LO0028'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 40, 29 FEET WEST OF THE
 LO0028'CENTERLINE OF HIGHWAY 33, 7-1/2 FEET EAST-NORTHEAST OF A POWER-LINE
 LO0028'POLE AND LEVEL WITH THE HIGHWAYS.  A STANDARD DISK, STAMPED M 19 1934.
 LO0028
 LO0028                          STATION RECOVERY (2009)
 LO0028
 LO0028'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LO0028'STREETS HAVE BEEN WIDENED AND THERE IS NOT TRACE OF THE CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0005 ***********************************************************************
 LP0005  DESIGNATION -  M 2
 LP0005  PID         -  LP0005
 LP0005  STATE/COUNTY-  UT/TOOELE
 LP0005  COUNTRY     -  US
 LP0005  USGS QUAD   -  TOOELE (2017)
 LP0005
 LP0005                         *CURRENT SURVEY CONTROL
 LP0005  ______________________________________________________________________
 LP0005* NAD 83(1986) POSITION- 40 37 01.     (N) 112 15 53.     (W)   SCALED
 LP0005* NAVD 88 ORTHO HEIGHT -  1383.610 (meters)     4539.39  (feet) ADJUSTED
 LP0005  ______________________________________________________________________
 LP0005  GEOID HEIGHT    -        -17.292 (meters)                     GEOID18
 LP0005  DYNAMIC HEIGHT  -       1382.503 (meters)     4535.76  (feet) COMP
 LP0005  MODELED GRAVITY -    979,776.8   (mgal)                       NAVD 88
 LP0005
 LP0005  VERT ORDER      -  FIRST     CLASS II
 LP0005
 LP0005.The horizontal coordinates were scaled from a map and have
 LP0005.an estimated accuracy of +/- 6 seconds.
 LP0005
 LP0005.The orthometric height was determined by differential leveling and
 LP0005.adjusted by the NATIONAL GEODETIC SURVEY
 LP0005.in June 1991.
 LP0005
 LP0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0005.GEOID18 height accuracy estimate available here.
 LP0005
 LP0005.Click photographs - Photos may exist for this station.
 LP0005
 LP0005.The dynamic height is computed by dividing the NAVD 88
 LP0005.geopotential number by the normal gravity value computed on the
 LP0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0005.degrees latitude (g = 980.6199 gals.).
 LP0005
 LP0005.The modeled gravity was interpolated from observed gravity values.
 LP0005
 LP0005;                    North         East    Units  Estimated Accuracy
 LP0005;SPC UT C     - 2,253,810.      435,290.      MT  (+/- 180 meters Scaled)
 LP0005
 LP0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK930970(NAD 83)
 LP0005
 LP0005                          SUPERSEDED SURVEY CONTROL
 LP0005
 LP0005  NGVD 29 (??/??/92) 1382.541  (m)         4535.89   (f) ADJ UNCH    1 2
 LP0005
 LP0005.Superseded values are not recommended for survey control.
 LP0005
 LP0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0005.See file dsdata.pdf to determine how the superseded data were derived.
 LP0005
 LP0005_MARKER: P = PIPE CAP
 LP0005_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0005_STAMPING: ELEV. 4535.887 FT
 LP0005_MARK LOGO: CGS
 LP0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0005
 LP0005  HISTORY     - Date     Condition        Report By
 LP0005  HISTORY     - 1908     MONUMENTED       CGS
 LP0005  HISTORY     - 1934     GOOD             CGS
 LP0005  HISTORY     - 1962     MARK NOT FOUND   USGS
 LP0005
 LP0005                          STATION DESCRIPTION
 LP0005
 LP0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0005'IN ERDA.
 LP0005'AT ERDA, TOOELE COUNTY, ABOUT 150 FEET WEST-SOUTHWEST OF THE CORNER OF
 LP0005'THE UNION PACIFIC RAILROAD STATION, ABOUT 194 FEET WEST OF THE CENTER
 LP0005'LINE OF THE TRACK, ABOUT 180 FEET NORTH OF A LARGE ROCK, 3 FEET EAST
 LP0005'OF THE RIGHT-OF-WAY FENCE, AND ON A ROCKY LEDGE.  A STANDARD CAP,
 LP0005'STAMPED ELEV. 4535.887 FT. AND FASTENED ON THE TOP OF AN IRON PIPE
 LP0005'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 LP0005
 LP0005                          STATION RECOVERY (1962)
 LP0005
 LP0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LP0005'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0530 ***********************************************************************
 JO0530  DESIGNATION -  M 2
 JO0530  PID         -  JO0530
 JO0530  STATE/COUNTY-  UT/BEAVER
 JO0530  COUNTRY     -  US
 JO0530  USGS QUAD   -  COVE FORT (2017)
 JO0530
 JO0530                         *CURRENT SURVEY CONTROL
 JO0530  ______________________________________________________________________
 JO0530* NAD 83(1994) POSITION- 38 33 13.75920(N) 112 31 52.16246(W)   ADJUSTED
 JO0530* NAVD 88 ORTHO HEIGHT -  2752.4   (meters)     9030.    (feet) VERTCON3
 JO0530  ______________________________________________________________________
 JO0530  GEOID HEIGHT    -        -19.345 (meters)                     GEOID18
 JO0530  LAPLACE CORR    -         17.14  (seconds)                    DEFLEC18
 JO0530  HORZ ORDER      -  THIRD
 JO0530
 JO0530.The horizontal coordinates were established by classical geodetic methods
 JO0530.and adjusted by the National Geodetic Survey in November 1997.
 JO0530
 JO0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0530
 JO0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0530.GEOID18 height accuracy estimate available here.
 JO0530
 JO0530.Click photographs - Photos may exist for this station.
 JO0530
 JO0530.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0530
 JO0530. The following values were computed from the NAD 83(1994) position.
 JO0530
 JO0530;                    North         East     Units Scale Factor Converg.
 JO0530;SPC UT S     - 3,209,949.483   410,114.457   MT  1.00004149   -0 37 54.4
 JO0530;SPC UT S     -10,531,309.26  1,345,517.18   sFT  1.00004149   -0 37 54.4
 JO0530;UTM  12      - 4,268,376.848   366,582.262   MT  0.99981921   -0 57 16.0
 JO0530
 JO0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0530!SPC UT S     -   0.99957136  x   1.00004149  =   0.99961283
 JO0530!UTM  12      -   0.99957136  x   0.99981921  =   0.99939065
 JO0530
 JO0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH6658268376(NAD 83)
 JO0530
 JO0530                          SUPERSEDED SURVEY CONTROL
 JO0530
 JO0530  NAD 83(1986)-  38 33 13.75515(N)    112 31 52.15844(W) AD(       ) 3
 JO0530  NAD 27      -  38 33 13.85000(N)    112 31 49.42300(W) AD(       ) 3
 JO0530  USSD        -  38 33 14.64200(N)    112 31 50.19500(W) AD(       ) 3
 JO0530  NGVD 29 (07/19/86) 2751.0    (m)         9026.     (f) VERT ANG       
 JO0530
 JO0530.Superseded values are not recommended for survey control.
 JO0530
 JO0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0530.See file dsdata.pdf to determine how the superseded data were derived.
 JO0530
 JO0530_MARKER: H = DRILL HOLE
 JO0530_SETTING: 66 = SET IN ROCK OUTCROP
 JO0530_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0530+STABILITY: POSITION/ELEVATION WELL
 JO0530
 JO0530  HISTORY     - Date     Condition        Report By
 JO0530  HISTORY     - 1919     MONUMENTED       USFS
 JO0530
 JO0530                          STATION DESCRIPTION
 JO0530
 JO0530'DESCRIBED BY US FOREST SERVICE 1919 (GDC)
 JO0530'ABOUT 3 MILES SOUTHEAST OF COVE FORT AND A MILE EAST OF SULPHURDALE,
 JO0530'ON A RIDGE RUNNING NORTH AND SOUTH NEAR THE WEST BOUNDARY
 JO0530'OF THE FILLMORE NATIONAL FOREST.  THERE IS A LONE FIR TREE
 JO0530'ON THE RIDGE ABOUT 100 YARDS NORTH OF THE SIGNAL.  STATION IS
 JO0530'A HOLE DRILLED IN THE ROCK SURMOUNTED BY A SIGNAL POLE.  BELKNAP
 JO0530'BEARS S. 33 DEG E. AND MONROE N. 81 DEG E. FROM THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0236 ***********************************************************************
 JM0236  DESIGNATION -  M 20
 JM0236  PID         -  JM0236
 JM0236  STATE/COUNTY-  UT/SAN JUAN
 JM0236  COUNTRY     -  US
 JM0236  USGS QUAD   -  LA SAL JUNCTION (2017)
 JM0236
 JM0236                         *CURRENT SURVEY CONTROL
 JM0236  ______________________________________________________________________
 JM0236* NAD 83(1986) POSITION- 38 20 12.6    (N) 109 25 52.1    (W)   HD_HELD2
 JM0236* NAVD 88 ORTHO HEIGHT -  1752.371 (meters)     5749.24  (feet) ADJUSTED
 JM0236  ______________________________________________________________________
 JM0236  GEOID HEIGHT    -        -19.151 (meters)                     GEOID18
 JM0236  DYNAMIC HEIGHT  -       1750.460 (meters)     5742.97  (feet) COMP
 JM0236  MODELED GRAVITY -    979,476.2   (mgal)                       NAVD 88
 JM0236
 JM0236  VERT ORDER      -  FIRST     CLASS II
 JM0236
 JM0236.The horizontal coordinates were established by autonomous hand held GPS
 JM0236.observations and have an estimated accuracy of +/- 10 meters.
 JM0236
 JM0236.The orthometric height was determined by differential leveling and
 JM0236.adjusted by the NATIONAL GEODETIC SURVEY
 JM0236.in June 1991.
 JM0236
 JM0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0236.GEOID18 height accuracy estimate available here.
 JM0236
 JM0236.Click photographs - Photos may exist for this station.
 JM0236
 JM0236.The dynamic height is computed by dividing the NAVD 88
 JM0236.geopotential number by the normal gravity value computed on the
 JM0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0236.degrees latitude (g = 980.6199 gals.).
 JM0236
 JM0236.The modeled gravity was interpolated from observed gravity values.
 JM0236
 JM0236;                    North         East    Units  Estimated Accuracy
 JM0236;SPC UT S     - 3,187,367.      680,864.      MT  (+/- 10 meters HH2 GPS)
 JM0236
 JM0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH3711344353(NAD 83)
 JM0236
 JM0236                          SUPERSEDED SURVEY CONTROL
 JM0236
 JM0236  NGVD 29 (??/??/92) 1751.331  (m)         5745.83   (f) ADJ UNCH    1 2
 JM0236
 JM0236.Superseded values are not recommended for survey control.
 JM0236
 JM0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0236.See file dsdata.pdf to determine how the superseded data were derived.
 JM0236
 JM0236_MARKER: DB = BENCH MARK DISK
 JM0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0236_STAMPING: 5745.825 M 20 1933
 JM0236_MARK LOGO: CGS
 JM0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0236+STABILITY: SURFACE MOTION
 JM0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0236+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2009
 JM0236
 JM0236  HISTORY     - Date     Condition        Report By
 JM0236  HISTORY     - 1933     MONUMENTED       CGS
 JM0236  HISTORY     - 1954     GOOD             CGS
 JM0236  HISTORY     - 1982     GOOD             USGS
 JM0236  HISTORY     - 20091217 GOOD             GEOCAC
 JM0236
 JM0236                          STATION DESCRIPTION
 JM0236
 JM0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JM0236'21.1 MI SE FROM MOAB.
 JM0236'IN SAN JUAN COUNTY, 21.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 160 FROM
 JM0236'THE COURTHOUSE AT MOAB, GRAND COUNTY, 3.4 MILES NORTHWEST OF LASAL
 JM0236'JUNCTION, 50 YARDS SOUTHEAST OF THE CROSSING OF A ROW OF POLES, AND 65
 JM0236'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 JM0236'5745.825 M 20 1933 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 JM0236'HIGHWAY 450 HAS BEEN REPLACED BY U.S. HIGHWAY 160.  OLD HIGHWAY CAN BE
 JM0236'REACHED BY TURNING EAST AT A POINT 2.0 MILES SOUTHEAST ALONG U.S.
 JM0236'HIGHWAY 160 FROM THE COURTHOUSE AT MOAB, GRAND COUNTY.
 JM0236
 JM0236                          STATION RECOVERY (1982)
 JM0236
 JM0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0236'MOAB, UTAH. 19.85 MILES SOUTHEAST ALONG U.S. HWY 191 FROM MAIN AND
 JM0236'CENTER IN MOAB, UTAH. 58 PACES EAST OF THE EAST ROW FENCE, 65' EAST
 JM0236'OF THE OLD HWY., SET IN THE TOP OF OF A CONCRETE POST.
 JM0236
 JM0236                          STATION RECOVERY (2009)
 JM0236
 JM0236'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0236'TWO FEET WEST OF A WITNESS POST WITH A SMALL YELLOW TAG ON A U STEEL
 JM0236'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0416 ***********************************************************************
 KN0416  DESIGNATION -  M 20
 KN0416  PID         -  KN0416
 KN0416  STATE/COUNTY-  UT/SANPETE
 KN0416  COUNTRY     -  US
 KN0416  USGS QUAD   -  REDMOND CANYON (2017)
 KN0416
 KN0416                         *CURRENT SURVEY CONTROL
 KN0416  ______________________________________________________________________
 KN0416* NAD 83(1994) POSITION- 39 03 14.90624(N) 111 59 57.88966(W)   ADJUSTED
 KN0416* NAVD 88 ORTHO HEIGHT -  2545.3   (meters)     8351.    (feet) VERTCON3
 KN0416  ______________________________________________________________________
 KN0416  GEOID HEIGHT    -        -18.210 (meters)                     GEOID18
 KN0416  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 KN0416  HORZ ORDER      -  THIRD
 KN0416
 KN0416.The horizontal coordinates were established by classical geodetic methods
 KN0416.and adjusted by the National Geodetic Survey in November 1997.
 KN0416
 KN0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0416
 KN0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0416.GEOID18 height accuracy estimate available here.
 KN0416
 KN0416.Click photographs - Photos may exist for this station.
 KN0416
 KN0416.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0416
 KN0416. The following values were computed from the NAD 83(1994) position.
 KN0416
 KN0416;                    North         East     Units Scale Factor Converg.
 KN0416;SPC UT C     - 2,080,145.393   456,771.183   MT  0.99999096   -0 19 11.7
 KN0416;SPC UT C     - 6,824,610.34  1,498,590.12   sFT  0.99999096   -0 19 11.7
 KN0416;UTM  12      - 4,323,259.869   413,524.084   MT  0.99969208   -0 37 47.0
 KN0416
 KN0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0416!SPC UT C     -   0.99960366  x   0.99999096  =   0.99959463
 KN0416!UTM  12      -   0.99960366  x   0.99969208  =   0.99929587
 KN0416
 KN0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ1352423259(NAD 83)
 KN0416
 KN0416                          SUPERSEDED SURVEY CONTROL
 KN0416
 KN0416  NAD 83(1986)-  39 03 14.89781(N)    111 59 57.88684(W) AD(       ) 3
 KN0416  NAD 27      -  39 03 15.04000(N)    111 59 55.15000(W) AD(       ) 3
 KN0416  USSD        -  39 03 15.82000(N)    111 59 55.85000(W) AD(       ) 3
 KN0416  NGVD 29 (07/19/86) 2544.0    (m)         8346.     (f) VERT ANG       
 KN0416
 KN0416.Superseded values are not recommended for survey control.
 KN0416
 KN0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0416.See file dsdata.pdf to determine how the superseded data were derived.
 KN0416
 KN0416_MARKER: Z = SEE DESCRIPTION
 KN0416_SETTING: 0 = UNSPECIFIED SETTING
 KN0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0416
 KN0416  HISTORY     - Date     Condition        Report By
 KN0416  HISTORY     - 1919     MONUMENTED       CGS
 KN0416
 KN0416                          STATION DESCRIPTION
 KN0416
 KN0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (GDC)
 KN0416'ABOUT 7 MILES WEST AND A LITTLE NORTH OF REDMOND, ON THE
 KN0416'MAIN DIVIDE OF VALLEY RANGE.  A SLIGHTLY HIGHER TIMBERED POINT
 KN0416'(STEVENS 20) IS ABOUT 1/4 MILE NORTH OF THE STATION.  STATION
 KN0416'IS MARKED BY A CROSS WITHIN A CIRCLE CUT IN THE ROCK AND
 KN0416'SURMOUNTED BY A FLAG SIGNAL WITH A SMALL CAIRN AROUND THE
 KN0416'BASE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0150 ***********************************************************************
 HM0150  DESIGNATION -  M 21
 HM0150  PID         -  HM0150
 HM0150  STATE/COUNTY-  UT/SAN JUAN
 HM0150  COUNTRY     -  US
 HM0150  USGS QUAD   -  MONTICELLO NORTH (2017)
 HM0150
 HM0150                         *CURRENT SURVEY CONTROL
 HM0150  ______________________________________________________________________
 HM0150* NAD 83(1986) POSITION- 37 58 30.     (N) 109 21 19.     (W)   SCALED
 HM0150* NAVD 88 ORTHO HEIGHT -  2085.533 (meters)     6842.29  (feet) ADJUSTED
 HM0150  ______________________________________________________________________
 HM0150  GEOID HEIGHT    -        -18.736 (meters)                     GEOID18
 HM0150  DYNAMIC HEIGHT  -       2083.060 (meters)     6834.17  (feet) COMP
 HM0150  MODELED GRAVITY -    979,368.4   (mgal)                       NAVD 88
 HM0150
 HM0150  VERT ORDER      -  FIRST     CLASS II
 HM0150
 HM0150.The horizontal coordinates were scaled from a map and have
 HM0150.an estimated accuracy of +/- 6 seconds.
 HM0150
 HM0150.The orthometric height was determined by differential leveling and
 HM0150.adjusted by the NATIONAL GEODETIC SURVEY
 HM0150.in June 1991.
 HM0150
 HM0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0150.GEOID18 height accuracy estimate available here.
 HM0150
 HM0150.Click photographs - Photos may exist for this station.
 HM0150
 HM0150.The dynamic height is computed by dividing the NAVD 88
 HM0150.geopotential number by the normal gravity value computed on the
 HM0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0150.degrees latitude (g = 980.6199 gals.).
 HM0150
 HM0150.The modeled gravity was interpolated from observed gravity values.
 HM0150
 HM0150;                    North         East    Units  Estimated Accuracy
 HM0150;SPC UT S     - 3,147,370.      688,420.      MT  (+/- 180 meters Scaled)
 HM0150
 HM0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH444043(NAD 83)
 HM0150
 HM0150                          SUPERSEDED SURVEY CONTROL
 HM0150
 HM0150  NGVD 29 (??/??/92) 2084.384  (m)         6838.52   (f) ADJ UNCH    1 2
 HM0150
 HM0150.Superseded values are not recommended for survey control.
 HM0150
 HM0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0150.See file dsdata.pdf to determine how the superseded data were derived.
 HM0150
 HM0150_MARKER: DB = BENCH MARK DISK
 HM0150_SETTING: 66 = SET IN ROCK OUTCROP
 HM0150_STAMPING: 6838.516 M 21 1933
 HM0150_MARK LOGO: CGS
 HM0150_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0150+STABILITY: POSITION/ELEVATION WELL
 HM0150
 HM0150  HISTORY     - Date     Condition        Report By
 HM0150  HISTORY     - 1933     MONUMENTED       CGS
 HM0150  HISTORY     - 1957     MARK NOT FOUND   USGS
 HM0150  HISTORY     - 1980     MARK NOT FOUND   USGS
 HM0150  HISTORY     - 1980     MARK NOT FOUND   USGS
 HM0150
 HM0150                          STATION DESCRIPTION
 HM0150
 HM0150'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 HM0150'7.4 MI N FROM MONTICELLO.
 HM0150'7.4 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 HM0150'MONTICELLO, SAN JUAN COUNTY, BETWEEN TWO RANCH HOUSES, 125 FEET NORTH
 HM0150'OF A T-ROAD JUNCTION, AT THE END OF A NARROW GRASSY MEADOW, 53 FEET
 HM0150'WEST OF THE CENTERLINE OF THE HIGHWAY, 40 FEET SOUTH OF A POLE, NEAR
 HM0150'THE EASTERNMOST POINT OF A SANDSTONE OUTCROP, AND IN BEDROCK.  A
 HM0150'STANDARD DISK, STAMPED 6838.516 M 21 1933.
 HM0150
 HM0150                          STATION RECOVERY (1980)
 HM0150
 HM0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0150'MARK NOT FOUND.
 HM0150
 HM0150                          STATION RECOVERY (1980)
 HM0150
 HM0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0150'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0171 ***********************************************************************
 HM0171  DESIGNATION -  M 22
 HM0171  PID         -  HM0171
 HM0171  STATE/COUNTY-  UT/SAN JUAN
 HM0171  COUNTRY     -  US
 HM0171  USGS QUAD   -  BLANDING NORTH (2017)
 HM0171
 HM0171                         *CURRENT SURVEY CONTROL
 HM0171  ______________________________________________________________________
 HM0171* NAD 83(1986) POSITION- 37 39 03.33   (N) 109 27 34.57   (W)   HD_HELD1
 HM0171* NAVD 88 ORTHO HEIGHT -  1876.297 (meters)     6155.82  (feet) ADJUSTED
 HM0171  ______________________________________________________________________
 HM0171  GEOID HEIGHT    -        -19.686 (meters)                     GEOID18
 HM0171  DYNAMIC HEIGHT  -       1874.074 (meters)     6148.52  (feet) COMP
 HM0171  MODELED GRAVITY -    979,378.8   (mgal)                       NAVD 88
 HM0171
 HM0171  VERT ORDER      -  FIRST     CLASS II
 HM0171
 HM0171.The horizontal coordinates were determined by differentially corrected
 HM0171.hand held GPS observations or other comparable positioning techniques
 HM0171.and have an estimated accuracy of +/- 3 meters.
 HM0171
 HM0171.The orthometric height was determined by differential leveling and
 HM0171.adjusted by the NATIONAL GEODETIC SURVEY
 HM0171.in June 1991.
 HM0171
 HM0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0171.GEOID18 height accuracy estimate available here.
 HM0171
 HM0171.Click photographs - Photos may exist for this station.
 HM0171
 HM0171.The dynamic height is computed by dividing the NAVD 88
 HM0171.geopotential number by the normal gravity value computed on the
 HM0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0171.degrees latitude (g = 980.6199 gals.).
 HM0171
 HM0171.The modeled gravity was interpolated from observed gravity values.
 HM0171
 HM0171;                    North         East    Units  Estimated Accuracy
 HM0171;SPC UT S     - 3,111,200.2     680,036.7     MT  (+/- 3 meters HH1 GPS) 
 HM0171
 HM0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3588568201(NAD 83)
 HM0171
 HM0171                          SUPERSEDED SURVEY CONTROL
 HM0171
 HM0171  NGVD 29 (??/??/92) 1875.196  (m)         6152.21   (f) ADJ UNCH    1 2
 HM0171
 HM0171.Superseded values are not recommended for survey control.
 HM0171
 HM0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0171.See file dsdata.pdf to determine how the superseded data were derived.
 HM0171
 HM0171_MARKER: DB = BENCH MARK DISK
 HM0171_SETTING: 66 = SET IN ROCK OUTCROP
 HM0171_STAMPING: 6152.205 M 22 1933
 HM0171_MARK LOGO: CGS
 HM0171_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0171+STABILITY: POSITION/ELEVATION WELL
 HM0171
 HM0171  HISTORY     - Date     Condition        Report By
 HM0171  HISTORY     - 1933     MONUMENTED       CGS
 HM0171  HISTORY     - 1934     GOOD             CGS
 HM0171  HISTORY     - 20111112 GOOD             GEOCAC
 HM0171
 HM0171                          STATION DESCRIPTION
 HM0171
 HM0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0171'2.1 MI NE FROM BLANDING.
 HM0171'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 47 FROM THE HIGH SCHOOL AT
 HM0171'BLANDING, SAN JUAN COUNTY, 100 FEET WEST OF THE BOTTOM OF A RAVINE,
 HM0171'OPPOSITE THE MIDDLE OF A ROCK CUT, 95 FEET SOUTHEAST OF THE CENTERLINE
 HM0171'OF THE HIGHWAY AND IN BEDROCK.  A STANDARD DISK, STAMPED 6152.205 M 22
 HM0171'1933.
 HM0171
 HM0171                          STATION RECOVERY (2011)
 HM0171
 HM0171'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 HM0171'MARK IS IN A HORSE PASTURE, ABOUT TEN FEET EAST OF THE CURRENT ROW
 HM0171'FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0238 ***********************************************************************
 HM0238  DESIGNATION -  M 23
 HM0238  PID         -  HM0238
 HM0238  STATE/COUNTY-  UT/SAN JUAN
 HM0238  COUNTRY     -  US
 HM0238  USGS QUAD   -  BLUFF (2017)
 HM0238
 HM0238                         *CURRENT SURVEY CONTROL
 HM0238  ______________________________________________________________________
 HM0238* NAD 83(1986) POSITION- 37 17 03.52   (N) 109 33 01.42   (W)   HD_HELD1
 HM0238* NAVD 88 ORTHO HEIGHT -  1317.692 (meters)     4323.13  (feet) ADJUSTED
 HM0238  ______________________________________________________________________
 HM0238  GEOID HEIGHT    -        -20.909 (meters)                     GEOID18
 HM0238  DYNAMIC HEIGHT  -       1316.232 (meters)     4318.34  (feet) COMP
 HM0238  MODELED GRAVITY -    979,478.1   (mgal)                       NAVD 88
 HM0238
 HM0238  VERT ORDER      -  FIRST     CLASS II
 HM0238
 HM0238.The horizontal coordinates were determined by differentially corrected
 HM0238.hand held GPS observations or other comparable positioning techniques
 HM0238.and have an estimated accuracy of +/- 3 meters.
 HM0238
 HM0238.The orthometric height was determined by differential leveling and
 HM0238.adjusted by the NATIONAL GEODETIC SURVEY
 HM0238.in June 1991.
 HM0238
 HM0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0238.GEOID18 height accuracy estimate available here.
 HM0238
 HM0238.Click photographs - Photos may exist for this station.
 HM0238
 HM0238.The dynamic height is computed by dividing the NAVD 88
 HM0238.geopotential number by the normal gravity value computed on the
 HM0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0238.degrees latitude (g = 980.6199 gals.).
 HM0238
 HM0238.The modeled gravity was interpolated from observed gravity values.
 HM0238
 HM0238;                    North         East    Units  Estimated Accuracy
 HM0238;SPC UT S     - 3,070,350.3     672,875.0     MT  (+/- 3 meters HH1 GPS) 
 HM0238
 HM0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG2850227397(NAD 83)
 HM0238
 HM0238                          SUPERSEDED SURVEY CONTROL
 HM0238
 HM0238  NGVD 29 (??/??/92) 1316.890  (m)         4320.50   (f) ADJ UNCH    1 2
 HM0238
 HM0238.Superseded values are not recommended for survey control.
 HM0238
 HM0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0238.See file dsdata.pdf to determine how the superseded data were derived.
 HM0238
 HM0238_MARKER: DB = BENCH MARK DISK
 HM0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0238_STAMPING: 4320.497 M 23 1933
 HM0238_MARK LOGO: CGS
 HM0238_PROJECTION: RECESSED 24 CENTIMETERS
 HM0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0238+STABILITY: SURFACE MOTION
 HM0238
 HM0238  HISTORY     - Date     Condition        Report By
 HM0238  HISTORY     - 1933     MONUMENTED       CGS
 HM0238  HISTORY     - 1962     GOOD             USGS
 HM0238  HISTORY     - 1983     GOOD             NGS
 HM0238  HISTORY     - 20220926 GOOD             PROFLN
 HM0238
 HM0238                          STATION DESCRIPTION
 HM0238
 HM0238'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HM0238'IN BLUFF.
 HM0238'AT BLUFF, SAN JUAN COUNTY, AT A RIGHT ANGLE TURN IN STATE HIGHWAY 47
 HM0238'59 FEET SOUTH OF THE HIGHWAY, 1 BLOCK SOUTH OF THE POST OFFICE, 1
 HM0238'BLOCK EAST OF THE SCHOOL ACROSS THE STREET FROM A STORE.  A STANDARD
 HM0238'DISK STAMPED 4320.497 M 23 1933 AND SET IN THE TOP OF A CONCRETE POST.
 HM0238
 HM0238                          STATION RECOVERY (1983)
 HM0238
 HM0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0238'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.5 KM
 HM0238'(0.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST OFFICE IN
 HM0238'BLUFF, THENCE 0.1 KM (0.05 MI) NORTH ALONG A GRAVELED STREET, THENCE
 HM0238'0.3 KM (0.2 MI) EAST ALONG A PAVED STREET, AT THE NORTHEAST CORNER OF
 HM0238'THE BLUFF SCHOOL YARD, 11.7 METERS (38.4 FT) SOUTH OF THE EXTENDED
 HM0238'CENTER OF THE PAVED STREET LEADING WEST, 11.7 METERS (38.4 FT) EAST OF
 HM0238'THE EXTENDED CENTER OF A PAVED STREET LEADING NORTH, AND 3.0 METERS
 HM0238'(9.8 FT) NORTH OF THE NORTHEAST CORNER OF A FENCE AROUND THE SCHOOL
 HM0238'YARD.
 HM0238'THE MARK IS ABOVE LEVEL WITH THE STREET.
 HM0238
 HM0238                          STATION RECOVERY (2022)
 HM0238
 HM0238'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2022 (JRO)
 HM0238'THE MARK IS 10 FT (3.0 M) NORTH OF THE NORTH SCHOOL FENCE LINE, 8.5 FT
 HM0238'(2.6 M) WEST-NORTHWEST OF A FIRE HYDRANT, 8.5 FT (2.6 M) SOUTH OF THE
 HM0238'EXTENDED CENTERLINE OF A WOODEN FOOT BRIDGE OVER A WASH TO THE EAST, 1
 HM0238'FT (0.3 M) EAST OF THE EAST FENCE LINE EXTENDED AND 0.8 FT (24 CM)
 HM0238'BELOW GROUND.  MADE AN ATTEMPT AT PUTTING A ROCK RING AROUND THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0113 ***********************************************************************
 JO0113  DESIGNATION -  M 231
 JO0113  PID         -  JO0113
 JO0113  STATE/COUNTY-  UT/BEAVER
 JO0113  COUNTRY     -  US
 JO0113  USGS QUAD   -  SHELLY BALDY PEAK (2017)
 JO0113
 JO0113                         *CURRENT SURVEY CONTROL
 JO0113  ______________________________________________________________________
 JO0113* NAD 83(1986) POSITION- 38 16 18.     (N) 112 28 07.     (W)   SCALED
 JO0113* NAVD 88 ORTHO HEIGHT -  2417.506 (meters)     7931.43  (feet) ADJUSTED
 JO0113  ______________________________________________________________________
 JO0113  GEOID HEIGHT    -        -19.203 (meters)                     GEOID18
 JO0113  DYNAMIC HEIGHT  -       2414.538 (meters)     7921.70  (feet) COMP
 JO0113  MODELED GRAVITY -    979,313.7   (mgal)                       NAVD 88
 JO0113
 JO0113  VERT ORDER      -  SECOND    CLASS 0
 JO0113
 JO0113.The horizontal coordinates were scaled from a map and have
 JO0113.an estimated accuracy of +/- 6 seconds.
 JO0113
 JO0113.The orthometric height was determined by differential leveling and
 JO0113.adjusted by the NATIONAL GEODETIC SURVEY
 JO0113.in June 1991.
 JO0113
 JO0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0113.GEOID18 height accuracy estimate available here.
 JO0113
 JO0113.Click photographs - Photos may exist for this station.
 JO0113
 JO0113.The dynamic height is computed by dividing the NAVD 88
 JO0113.geopotential number by the normal gravity value computed on the
 JO0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0113.degrees latitude (g = 980.6199 gals.).
 JO0113
 JO0113.The modeled gravity was interpolated from observed gravity values.
 JO0113
 JO0113;                    North         East    Units  Estimated Accuracy
 JO0113;SPC UT S     - 3,178,570.      415,240.      MT  (+/- 180 meters Scaled)
 JO0113
 JO0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH715369(NAD 83)
 JO0113
 JO0113                          SUPERSEDED SURVEY CONTROL
 JO0113
 JO0113  NGVD 29 (??/??/92) 2416.144  (m)         7926.97   (f) ADJ UNCH    2 0
 JO0113
 JO0113.Superseded values are not recommended for survey control.
 JO0113
 JO0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0113.See file dsdata.pdf to determine how the superseded data were derived.
 JO0113
 JO0113_MARKER: DB = BENCH MARK DISK
 JO0113_SETTING: 66 = SET IN ROCK OUTCROP
 JO0113_STAMPING: M 231 1935
 JO0113_MARK LOGO: CGS
 JO0113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0113+STABILITY: POSITION/ELEVATION WELL
 JO0113
 JO0113  HISTORY     - Date     Condition        Report By
 JO0113  HISTORY     - 1935     MONUMENTED       CGS
 JO0113  HISTORY     - 1975     GOOD             USGS
 JO0113
 JO0113                          STATION DESCRIPTION
 JO0113
 JO0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0113'12.0 MI E FROM BEAVER.
 JO0113'ABOUT 12.0 MILE EAST ALONG STATE HIGHWAY 21 FROM BEAVER, BEAVER
 JO0113'COUNTY, AT THE TOP OF A LONG HILL, ABOUT 82 FEET SOUTHWEST OF THE
 JO0113'CENTER LINE OF THE HIGHWAY, 16 FEET WEST OF A POWER LINE, AND IN THE
 JO0113'TOP OF A LARGE SANDSTONE OUTCROP.  A STANDARD DISK, STAMPED M 231
 JO0113'1935.
 JO0113
 JO0113                          STATION RECOVERY (1975)
 JO0113
 JO0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0113'ABOUT 13.0 MILES EAST ALONG STATE HWY 153 FROM BEAVER, BEAVER COUNTY,
 JO0113'ABOUT 82 FEET SOUTHEAST OF HIGHWAY, 16 FEET WEST OF A POWER LINE, AND
 JO0113'IN THE TOP OF A LARGE SANDSTONE BOULDER. A STANDARD DISK, STAMPED M
 JO0113'231 1935.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0137 ***********************************************************************
 JO0137  DESIGNATION -  M 232
 JO0137  PID         -  JO0137
 JO0137  STATE/COUNTY-  UT/PIUTE
 JO0137  COUNTRY     -  US
 JO0137  USGS QUAD   -  JUNCTION (2017)
 JO0137
 JO0137                         *CURRENT SURVEY CONTROL
 JO0137  ______________________________________________________________________
 JO0137* NAD 83(1986) POSITION- 38 14 29.     (N) 112 13 50.     (W)   SCALED
 JO0137* NAVD 88 ORTHO HEIGHT -  1847.390 (meters)     6060.98  (feet) ADJUSTED
 JO0137  ______________________________________________________________________
 JO0137  GEOID HEIGHT    -        -19.205 (meters)                     GEOID18
 JO0137  DYNAMIC HEIGHT  -       1845.264 (meters)     6054.00  (feet) COMP
 JO0137  MODELED GRAVITY -    979,412.6   (mgal)                       NAVD 88
 JO0137
 JO0137  VERT ORDER      -  SECOND    CLASS 0
 JO0137
 JO0137.The horizontal coordinates were scaled from a map and have
 JO0137.an estimated accuracy of +/- 6 seconds.
 JO0137
 JO0137.The orthometric height was determined by differential leveling and
 JO0137.adjusted by the NATIONAL GEODETIC SURVEY
 JO0137.in June 1991.
 JO0137
 JO0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0137.GEOID18 height accuracy estimate available here.
 JO0137
 JO0137.Click photographs - Photos may exist for this station.
 JO0137
 JO0137.The dynamic height is computed by dividing the NAVD 88
 JO0137.geopotential number by the normal gravity value computed on the
 JO0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0137.degrees latitude (g = 980.6199 gals.).
 JO0137
 JO0137.The modeled gravity was interpolated from observed gravity values.
 JO0137
 JO0137;                    North         East    Units  Estimated Accuracy
 JO0137;SPC UT S     - 3,175,020.      436,050.      MT  (+/- 180 meters Scaled)
 JO0137
 JO0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH923333(NAD 83)
 JO0137
 JO0137                          SUPERSEDED SURVEY CONTROL
 JO0137
 JO0137  NGVD 29 (??/??/92) 1846.152  (m)         6056.92   (f) ADJ UNCH    2 0
 JO0137
 JO0137.Superseded values are not recommended for survey control.
 JO0137
 JO0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0137.See file dsdata.pdf to determine how the superseded data were derived.
 JO0137
 JO0137_MARKER: DB = BENCH MARK DISK
 JO0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0137_STAMPING: M 232 1935
 JO0137_MARK LOGO: CGS
 JO0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0137+STABILITY: SURFACE MOTION
 JO0137
 JO0137  HISTORY     - Date     Condition        Report By
 JO0137  HISTORY     - 1935     MONUMENTED       CGS
 JO0137
 JO0137                          STATION DESCRIPTION
 JO0137
 JO0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0137'0.8 MI NW FROM JUNCTION.
 JO0137'ABOUT 0.8 MILE NORTHWEST ALONG STATE HIGHWAY 21 FROM JUNCTION, PIUTE
 JO0137'COUNTY, ABOUT 0.3 MILE EAST OF THE FOOT OF A MOUNTAIN, ABOUT 0.2 MILE
 JO0137'SOUTH OF A ROAD JUNCTION, AND 32 FEET EAST OF THE CENTER LINE OF THE
 JO0137'HIGHWAY.  A STANDARD DISK, STAMPED M 232 1935 AND SET IN THE TOP OF A
 JO0137'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0167 ***********************************************************************
 KN0167  DESIGNATION -  M 239
 KN0167  PID         -  KN0167
 KN0167  STATE/COUNTY-  UT/CARBON
 KN0167  COUNTRY     -  US
 KN0167  USGS QUAD   -  SCOFIELD (2017)
 KN0167
 KN0167                         *CURRENT SURVEY CONTROL
 KN0167  ______________________________________________________________________
 KN0167* NAD 83(1986) POSITION- 39 40 39.     (N) 111 09 26.     (W)   SCALED
 KN0167* NAVD 88 ORTHO HEIGHT -  2433.504 (meters)     7983.92  (feet) ADJUSTED
 KN0167  ______________________________________________________________________
 KN0167  GEOID HEIGHT    -        -15.905 (meters)                     GEOID18
 KN0167  DYNAMIC HEIGHT  -       2430.774 (meters)     7974.96  (feet) COMP
 KN0167  MODELED GRAVITY -    979,416.8   (mgal)                       NAVD 88
 KN0167
 KN0167  VERT ORDER      -  SECOND    CLASS 0
 KN0167
 KN0167.The horizontal coordinates were scaled from a map and have
 KN0167.an estimated accuracy of +/- 6 seconds.
 KN0167
 KN0167.The orthometric height was determined by differential leveling and
 KN0167.adjusted by the NATIONAL GEODETIC SURVEY
 KN0167.in June 1991.
 KN0167
 KN0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0167.GEOID18 height accuracy estimate available here.
 KN0167
 KN0167.Click photographs - Photos may exist for this station.
 KN0167
 KN0167.The dynamic height is computed by dividing the NAVD 88
 KN0167.geopotential number by the normal gravity value computed on the
 KN0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0167.degrees latitude (g = 980.6199 gals.).
 KN0167
 KN0167.The modeled gravity was interpolated from observed gravity values.
 KN0167
 KN0167;                    North         East    Units  Estimated Accuracy
 KN0167;SPC UT C     - 2,149,280.      529,410.      MT  (+/- 180 meters Scaled)
 KN0167
 KN0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ865919(NAD 83)
 KN0167
 KN0167                          SUPERSEDED SURVEY CONTROL
 KN0167
 KN0167  NGVD 29 (??/??/92) 2432.148  (m)         7979.47   (f) ADJ UNCH    2 0
 KN0167
 KN0167.Superseded values are not recommended for survey control.
 KN0167
 KN0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0167.See file dsdata.pdf to determine how the superseded data were derived.
 KN0167
 KN0167_MARKER: DB = BENCH MARK DISK
 KN0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0167_STAMPING: M 239 1935
 KN0167_MARK LOGO: CGS
 KN0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0167+STABILITY: SURFACE MOTION
 KN0167
 KN0167  HISTORY     - Date     Condition        Report By
 KN0167  HISTORY     - 1935     MONUMENTED       CGS
 KN0167
 KN0167                          STATION DESCRIPTION
 KN0167
 KN0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0167'2.0 MI N FROM CLEARCREEK.
 KN0167'ABOUT 2.0 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0167'FROM CLEARCREEK, CARBON COUNTY, ABOUT 15 YARDS SOUTHWEST OF MILEPOST C
 KN0167'19, AND ABOUT 5 YARDS WEST OF THE CENTER LINE OF THE TRACK. A STANDARD
 KN0167'DISK, STAMPED M 239 1935 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0260 ***********************************************************************
 HM0260  DESIGNATION -  M 24
 HM0260  PID         -  HM0260
 HM0260  STATE/COUNTY-  UT/SAN JUAN
 HM0260  COUNTRY     -  US
 HM0260  USGS QUAD   -  THE GOOSENECKS (2017)
 HM0260
 HM0260                         *CURRENT SURVEY CONTROL
 HM0260  ______________________________________________________________________
 HM0260* NAD 83(1986) POSITION- 37 07 34.1    (N) 109 55 37.3    (W)   HD_HELD2
 HM0260* NAVD 88 ORTHO HEIGHT -  1500.963 (meters)     4924.41  (feet) ADJUSTED
 HM0260  ______________________________________________________________________
 HM0260  GEOID HEIGHT    -        -21.062 (meters)                     GEOID18
 HM0260  DYNAMIC HEIGHT  -       1499.247 (meters)     4918.78  (feet) COMP
 HM0260  MODELED GRAVITY -    979,435.3   (mgal)                       NAVD 88
 HM0260
 HM0260  VERT ORDER      -  FIRST     CLASS II
 HM0260
 HM0260.The horizontal coordinates were established by autonomous hand held GPS
 HM0260.observations and have an estimated accuracy of +/- 10 meters.
 HM0260
 HM0260.The orthometric height was determined by differential leveling and
 HM0260.adjusted by the NATIONAL GEODETIC SURVEY
 HM0260.in June 1991.
 HM0260
 HM0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0260.GEOID18 height accuracy estimate available here.
 HM0260
 HM0260.Click photographs - Photos may exist for this station.
 HM0260
 HM0260.The dynamic height is computed by dividing the NAVD 88
 HM0260.geopotential number by the normal gravity value computed on the
 HM0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0260.degrees latitude (g = 980.6199 gals.).
 HM0260
 HM0260.The modeled gravity was interpolated from observed gravity values.
 HM0260
 HM0260;                    North         East    Units  Estimated Accuracy
 HM0260;SPC UT S     - 3,052,170.      639,777.      MT  (+/- 10 meters HH2 GPS)
 HM0260
 HM0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG9531209404(NAD 83)
 HM0260
 HM0260                          SUPERSEDED SURVEY CONTROL
 HM0260
 HM0260  NGVD 29 (??/??/92) 1500.033  (m)         4921.36   (f) ADJ UNCH    1 2
 HM0260
 HM0260.Superseded values are not recommended for survey control.
 HM0260
 HM0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0260.See file dsdata.pdf to determine how the superseded data were derived.
 HM0260
 HM0260_MARKER: DB = BENCH MARK DISK
 HM0260_SETTING: 66 = SET IN ROCK OUTCROP
 HM0260_STAMPING: 4921.358 M 24 1933
 HM0260_MARK LOGO: CGS
 HM0260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0260+STABILITY: POSITION/ELEVATION WELL
 HM0260
 HM0260  HISTORY     - Date     Condition        Report By
 HM0260  HISTORY     - 1933     MONUMENTED       CGS
 HM0260  HISTORY     - 1934     GOOD             CGS
 HM0260  HISTORY     - 1983     GOOD             NGS
 HM0260
 HM0260                          STATION DESCRIPTION
 HM0260
 HM0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0260'5.1 MI SW FROM MEXICAN HAT.
 HM0260'5.1 MILES SOUTHWEST ALONG THE ROAD TO KAYENTA FROM THE NEVILLS STONE
 HM0260'HOUSE AT MEXICAN HAT, SAN JUAN COUNTY, 4.6 MILES SOUTHWEST OF THE SAN
 HM0260'JUAN RIVER BRIDGE, ON A LONG SLOPE TO THE EAST, 135 FEET SOUTH OF THE
 HM0260'SOUTH END OF A CANYON WITH A CONE SHAPED HILL IN THE MIDDLE, AT THE
 HM0260'CROSSING OF A LIMESTONE OUTCROP, 13 FEET NORTH OF THE CENTERLINE OF
 HM0260'THE ROAD, AND IN THE TOP OF THE LIMESTONE OUTCROP.  A STANDARD DISK,
 HM0260'STAMPED 4921.358 M 24 1933.
 HM0260
 HM0260                          STATION RECOVERY (1983)
 HM0260
 HM0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0260'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.0 KM
 HM0260'(4.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST OFFICE IN
 HM0260'MEXICAN HAT, IN THE NORTHWEST END OF A 4- BY 27-FOOT EXPOSED AREA OF
 HM0260'OUTCROPPING BEDROCK, 97.8 METERS (320.9 FT) NORTHWEST OF MILEPOST 17,
 HM0260'80.6 METERS (264.4 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 HM0260'2.8 METERS (9.2 FT) NORTH OF THE CENTER OF A TRACK ROAD, AND 0.9 METER
 HM0260'(3.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE OUTCROP.
 HM0260'THE MARK IS 2.0 METERS  E FROM A WITNESS POST.
 HM0260'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0165 ***********************************************************************
 JN0165  DESIGNATION -  M 25
 JN0165  PID         -  JN0165
 JN0165  STATE/COUNTY-  UT/WAYNE
 JN0165  COUNTRY     -  US
 JN0165  USGS QUAD   -  GOLDEN THRONE (2017)
 JN0165
 JN0165                         *CURRENT SURVEY CONTROL
 JN0165  ______________________________________________________________________
 JN0165* NAD 83(1986) POSITION- 38 14 40.89   (N) 111 13 35.68   (W)   HD_HELD1
 JN0165* NAVD 88 ORTHO HEIGHT -  1727.100 (meters)     5666.33  (feet) ADJUSTED
 JN0165  ______________________________________________________________________
 JN0165  GEOID HEIGHT    -        -18.852 (meters)                     GEOID18
 JN0165  DYNAMIC HEIGHT  -       1725.214 (meters)     5660.14  (feet) COMP
 JN0165  MODELED GRAVITY -    979,475.7   (mgal)                       NAVD 88
 JN0165
 JN0165  VERT ORDER      -  FIRST     CLASS II
 JN0165
 JN0165.The horizontal coordinates were determined by differentially corrected
 JN0165.hand held GPS observations or other comparable positioning techniques
 JN0165.and have an estimated accuracy of +/- 3 meters.
 JN0165
 JN0165.The orthometric height was determined by differential leveling and
 JN0165.adjusted by the NATIONAL GEODETIC SURVEY
 JN0165.in June 1991.
 JN0165
 JN0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0165.GEOID18 height accuracy estimate available here.
 JN0165
 JN0165.Click photographs - Photos may exist for this station.
 JN0165
 JN0165.The dynamic height is computed by dividing the NAVD 88
 JN0165.geopotential number by the normal gravity value computed on the
 JN0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0165.degrees latitude (g = 980.6199 gals.).
 JN0165
 JN0165.The modeled gravity was interpolated from observed gravity values.
 JN0165
 JN0165;                    North         East    Units  Estimated Accuracy
 JN0165;SPC UT S     - 3,175,173.8     523,934.9     MT  (+/- 3 meters HH1 GPS) 
 JN0165
 JN0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH8017332988(NAD 83)
 JN0165
 JN0165                          SUPERSEDED SURVEY CONTROL
 JN0165
 JN0165  NGVD 29 (??/??/92) 1725.954  (m)         5662.57   (f) ADJ UNCH    1 2
 JN0165
 JN0165.Superseded values are not recommended for survey control.
 JN0165
 JN0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0165.See file dsdata.pdf to determine how the superseded data were derived.
 JN0165
 JN0165_MARKER: DB = BENCH MARK DISK
 JN0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0165_STAMPING: M 25 1934
 JN0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0165+STABILITY: SURFACE MOTION
 JN0165
 JN0165  HISTORY     - Date     Condition        Report By
 JN0165  HISTORY     - 1934     MONUMENTED       CGS
 JN0165
 JN0165                          STATION DESCRIPTION
 JN0165
 JN0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0165'3.4 MI E FROM FRUITA.
 JN0165'3.4 MILES EAST ALONG STATE HIGHWAY 24 FROM FRUITA, WAYNE COUNTY, 60
 JN0165'FEET SOUTHWEST OF THE WEST BANK OF A DRY CREEK BED, 36 FEET SOUTHWEST
 JN0165'OF THE CENTERLINE OF THE HIGHWAY, AND 9 FEET NORTH OF A SMALL CEDAR
 JN0165'TREE.  A STANDARD DISK, STAMPED M 25 1934 AND SET IN THE TOP OF A
 JN0165'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0134 ***********************************************************************
 KM0134  DESIGNATION -  M 26
 KM0134  PID         -  KM0134
 KM0134  STATE/COUNTY-  UT/UINTAH
 KM0134  COUNTRY     -  US
 KM0134  USGS QUAD   -  SOUTHAM CANYON (2017)
 KM0134
 KM0134                         *CURRENT SURVEY CONTROL
 KM0134  ______________________________________________________________________
 KM0134* NAD 83(1986) POSITION- 39 57 34.2    (N) 109 09 47.2    (W)   HD_HELD2
 KM0134* NAVD 88 ORTHO HEIGHT -  1613.648 (meters)     5294.11  (feet) ADJUSTED
 KM0134  ______________________________________________________________________
 KM0134  GEOID HEIGHT    -        -17.150 (meters)                     GEOID18
 KM0134  DYNAMIC HEIGHT  -       1612.151 (meters)     5289.20  (feet) COMP
 KM0134  MODELED GRAVITY -    979,641.9   (mgal)                       NAVD 88
 KM0134
 KM0134  VERT ORDER      -  FIRST     CLASS II
 KM0134
 KM0134.The horizontal coordinates were established by autonomous hand held GPS
 KM0134.observations and have an estimated accuracy of +/- 10 meters.
 KM0134
 KM0134.The orthometric height was determined by differential leveling and
 KM0134.adjusted by the NATIONAL GEODETIC SURVEY
 KM0134.in June 1991.
 KM0134
 KM0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0134.GEOID18 height accuracy estimate available here.
 KM0134
 KM0134.Click photographs - Photos may exist for this station.
 KM0134
 KM0134.The dynamic height is computed by dividing the NAVD 88
 KM0134.geopotential number by the normal gravity value computed on the
 KM0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0134.degrees latitude (g = 980.6199 gals.).
 KM0134
 KM0134.The modeled gravity was interpolated from observed gravity values.
 KM0134
 KM0134;                    North         East    Units  Estimated Accuracy
 KM0134;SPC UT C     - 2,183,143.      699,631.      MT  (+/- 10 meters HH2 GPS)
 KM0134
 KM0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK5689324877(NAD 83)
 KM0134
 KM0134                          SUPERSEDED SURVEY CONTROL
 KM0134
 KM0134  NGVD 29 (??/??/92) 1612.457  (m)         5290.20   (f) ADJ UNCH    1 2
 KM0134
 KM0134.Superseded values are not recommended for survey control.
 KM0134
 KM0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0134.See file dsdata.pdf to determine how the superseded data were derived.
 KM0134
 KM0134_MARKER: DB = BENCH MARK DISK
 KM0134_SETTING: 66 = SET IN ROCK OUTCROP
 KM0134_STAMPING: 5290.203 M 26 1933
 KM0134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0134+STABILITY: POSITION/ELEVATION WELL
 KM0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0134+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2006
 KM0134
 KM0134  HISTORY     - Date     Condition        Report By
 KM0134  HISTORY     - 1933     MONUMENTED       CGS
 KM0134  HISTORY     - 1956     GOOD             CGS
 KM0134  HISTORY     - 20060826 GOOD             INDIV
 KM0134
 KM0134                          STATION DESCRIPTION
 KM0134
 KM0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KM0134'5.5 MI S FROM BONANZA.
 KM0134'ABOUT 5.5 MILES SOUTH ALONG THE WATSON-JENSEN ROAD FROM BONANZA,
 KM0134'UINTAH COUNTY, ABOUT 1.8 MILES SOUTHEAST OF THE WHITE RIVER TOLL
 KM0134'BRIDGE, AT THE SUMMIT OF A GRADE BETWEEN A CREEK FLOWING SOUTHEAST AND
 KM0134'THE WHITE RIVER, ON THE SOUTHEAST SLOPE OF A KNOLL, ABOUT 45 FEET WEST
 KM0134'OF THE CENTER LINE OF THE ROAD, IN A SANDSTONE OUTCROP, AND MARKED BY
 KM0134'A ROCK CAIRN AND THE PAINTED LETTERS B.M.  A STANDARD DISK, STAMPED
 KM0134'5290.203 M 26 1933.
 KM0134
 KM0134                          STATION RECOVERY (1956)
 KM0134
 KM0134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 KM0134'RECOVERED IN GOOD CONDITION.
 KM0134
 KM0134                          STATION RECOVERY (2006)
 KM0134
 KM0134'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RW)
 KM0134'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0278 ***********************************************************************
 LN0278  DESIGNATION -  M 27
 LN0278  PID         -  LN0278
 LN0278  STATE/COUNTY-  UT/UINTAH
 LN0278  COUNTRY     -  US
 LN0278  USGS QUAD   -  RASMUSSEN HOLLOW (2017)
 LN0278
 LN0278                         *CURRENT SURVEY CONTROL
 LN0278  ______________________________________________________________________
 LN0278* NAD 83(1986) POSITION- 40 22 29.     (N) 109 24 27.     (W)   SCALED
 LN0278* NAVD 88 ORTHO HEIGHT -  1467.508 (meters)     4814.65  (feet) ADJUSTED
 LN0278  ______________________________________________________________________
 LN0278  GEOID HEIGHT    -        -17.249 (meters)                     GEOID18
 LN0278  DYNAMIC HEIGHT  -       1466.189 (meters)     4810.32  (feet) COMP
 LN0278  MODELED GRAVITY -    979,676.8   (mgal)                       NAVD 88
 LN0278
 LN0278  VERT ORDER      -  FIRST     CLASS II
 LN0278
 LN0278.The horizontal coordinates were scaled from a map and have
 LN0278.an estimated accuracy of +/- 6 seconds.
 LN0278
 LN0278.The orthometric height was determined by differential leveling and
 LN0278.adjusted by the NATIONAL GEODETIC SURVEY
 LN0278.in June 1991.
 LN0278
 LN0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0278.GEOID18 height accuracy estimate available here.
 LN0278
 LN0278.Click photographs - Photos may exist for this station.
 LN0278
 LN0278.The dynamic height is computed by dividing the NAVD 88
 LN0278.geopotential number by the normal gravity value computed on the
 LN0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0278.degrees latitude (g = 980.6199 gals.).
 LN0278
 LN0278.The modeled gravity was interpolated from observed gravity values.
 LN0278
 LN0278;                    North         East    Units  Estimated Accuracy
 LN0278;SPC UT C     - 2,228,720.      677,680.      MT  (+/- 180 meters Scaled)
 LN0278
 LN0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK351705(NAD 83)
 LN0278
 LN0278                          SUPERSEDED SURVEY CONTROL
 LN0278
 LN0278  NGVD 29 (??/??/92) 1466.306  (m)         4810.71   (f) ADJ UNCH    1 2
 LN0278
 LN0278.Superseded values are not recommended for survey control.
 LN0278
 LN0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0278.See file dsdata.pdf to determine how the superseded data were derived.
 LN0278
 LN0278_MARKER: DB = BENCH MARK DISK
 LN0278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LN0278_SP_SET: BRIDGE
 LN0278_STAMPING: 4810.706 M 27 1933
 LN0278_MARK LOGO: CGS
 LN0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0278
 LN0278  HISTORY     - Date     Condition        Report By
 LN0278  HISTORY     - 1933     MONUMENTED       CGS
 LN0278  HISTORY     - 1964     MARK NOT FOUND   USGS
 LN0278  HISTORY     - 1981     MARK NOT FOUND   NGS
 LN0278  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0278
 LN0278                          STATION DESCRIPTION
 LN0278
 LN0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0278'3.9 MI W FROM JENSEN.
 LN0278'ABOUT 3.9 MILES WEST ALONG U.S. HIGHWAY 40 FROM JENSEN, UINTAH COUNTY,
 LN0278'AT THE ASHLEY CREEK CONCRETE BRIDGE, AND IN THE TOP OF THE EAST END OF
 LN0278'THE NORTHEAST WING WALL.  A STANDARD DISK, STAMPED 4810.706 M 27 1933.
 LN0278
 LN0278                          STATION RECOVERY (1964)
 LN0278
 LN0278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LN0278'MARK NOT FOUND.
 LN0278
 LN0278                          STATION RECOVERY (1981)
 LN0278
 LN0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LN0278'THE BRIDGE LOOKS AS IF IT HAS BEEN REBUILT.
 LN0278
 LN0278                          STATION RECOVERY (1984)
 LN0278
 LN0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0278'A NEW BRIDGE IS NOW AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0789 ***********************************************************************
 LO0789  DESIGNATION -  M 27
 LO0789  PID         -  LO0789
 LO0789  STATE/COUNTY-  UT/UTAH
 LO0789  COUNTRY     -  US
 LO0789  USGS QUAD   -  WEST MOUNTAIN (2017)
 LO0789
 LO0789                         *CURRENT SURVEY CONTROL
 LO0789  ______________________________________________________________________
 LO0789* NAD 83(1994) POSITION- 40 03 19.47626(N) 111 49 46.23494(W)   ADJUSTED
 LO0789* NAVD 88 ORTHO HEIGHT -  2106.7   (meters)     6912.    (feet) VERTCON3
 LO0789  ______________________________________________________________________
 LO0789  GEOID HEIGHT    -        -17.510 (meters)                     GEOID18
 LO0789  LAPLACE CORR    -          0.90  (seconds)                    DEFLEC18
 LO0789  HORZ ORDER      -  SECOND
 LO0789
 LO0789.The horizontal coordinates were established by classical geodetic methods
 LO0789.and adjusted by the National Geodetic Survey in November 1997.
 LO0789
 LO0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0789
 LO0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0789.GEOID18 height accuracy estimate available here.
 LO0789
 LO0789.Click photographs - Photos may exist for this station.
 LO0789
 LO0789.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0789
 LO0789. The following values were computed from the NAD 83(1994) position.
 LO0789
 LO0789;                    North         East     Units Scale Factor Converg.
 LO0789;SPC UT C     - 2,191,235.005   471,887.353   MT  0.99990620   -0 12 39.9
 LO0789;SPC UT C     - 7,189,076.85  1,548,183.76   sFT  0.99990620   -0 12 39.9
 LO0789;UTM  12      - 4,434,236.818   429,250.136   MT  0.99966162   -0 32 01.8
 LO0789
 LO0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0789!SPC UT C     -   0.99967236  x   0.99990620  =   0.99957860
 LO0789!UTM  12      -   0.99967236  x   0.99966162  =   0.99933410
 LO0789
 LO0789:                Primary Azimuth Mark                     Grid Az
 LO0789:SPC UT C     -  TANK                                     161 14 11.4
 LO0789:UTM  12      -  TANK                                     161 33 33.3
 LO0789
 LO0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2925034236(NAD 83)
 LO0789
 LO0789|---------------------------------------------------------------------|
 LO0789| PID    Reference Object                     Distance      Geod. Az  |
 LO0789|                                                           dddmmss.s |
 LO0789| LO0787 POWER                               APPROX.25.2 KM 0340610.3 |
 LO0789| LO0793 TANK                                APPROX. 5.3 KM 1610131.5 |
 LO0789|---------------------------------------------------------------------|
 LO0789
 LO0789                          SUPERSEDED SURVEY CONTROL
 LO0789
 LO0789  NAD 83(1993)-  40 03 19.47607(N)    111 49 46.23533(W) AD(       ) 2
 LO0789  NAD 83(1986)-  40 03 19.46378(N)    111 49 46.23060(W) AD(       ) 2
 LO0789  NAD 27      -  40 03 19.62300(N)    111 49 43.45800(W) AD(       ) 2
 LO0789  NGVD 29 (07/19/86) 2105.6    (m)         6908.     (f) VERT ANG       
 LO0789
 LO0789.Superseded values are not recommended for survey control.
 LO0789
 LO0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0789.See file dsdata.pdf to determine how the superseded data were derived.
 LO0789
 LO0789_MARKER: I = METAL ROD
 LO0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0789_STAMPING: USRS MA 27 1912
 LO0789_PROJECTION: PROJECTING 13 CENTIMETERS
 LO0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0789+STABILITY: SURFACE MOTION
 LO0789
 LO0789  HISTORY     - Date     Condition        Report By
 LO0789  HISTORY     - 1912     MONUMENTED       BOR
 LO0789  HISTORY     - 1947     GOOD             CGS
 LO0789  HISTORY     - 1948     GOOD             USGS
 LO0789  HISTORY     - 1950     GOOD             USGS
 LO0789
 LO0789                          STATION DESCRIPTION
 LO0789
 LO0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LO0789'THE STATION IS LOCATED ON A PROMINENT PEAK, WHICH IS AT THE
 LO0789'SOUTHERN END AND HIGHEST POINT OF A HIGH RANGE OF MOUNTAINS
 LO0789'TO THE WEST OF PAYSON, AT THE SOUTHERN END OF UTAH LAKE.
 LO0789'THE PEAK IS PROMINENT IN ALL DIRECTIONS AND IS LOCALLY KNOWN
 LO0789'AS WEST MOUNTAIN.
 LO0789'
 LO0789'THE U.S. BUREAU OF RECLAMATION SURVEY MARK IS APPROXIMATELY
 LO0789'THE SAME ELEVATION AS STATION WEST MOUNTAIN, IT IS AN 8 X 8 INCH
 LO0789'CONCRETE POST WITH A SMALL IRON PIPE MARKING THE CENTER WITH LETTERS
 LO0789'INSCRIBED IN CONCRETE U S R S MA 27, 1912 NO-.
 LO0789'
 LO0789'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 91 AND MAIN
 LO0789'STREET IN PAYSON AT THE STOP LIGHT.  GO NORTH ON PAVED ROAD
 LO0789'FOR 0.8 MILE TO A CROSSROAD.  TURN LEFT (WEST) AND GO 3.5
 LO0789'MILES FOLLOWING THE MAIN TRAVELED ROAD TO A CROSSROAD AND
 LO0789'THE MAIN TRAVELED ROAD TURNS SOUTH.  CONTINUE STRAIGHT AHEAD
 LO0789'(W) UP A LANE FOR 0.4 MILE TO A BRIDGE OVER IRRIGATION DITCH.
 LO0789'CROSS IRRIGATION DITCH AND FOLLOW A TRACK ROAD SOUTHWEST FOR
 LO0789'0.7 MILE TO THE END OF ROAD AT OLD SHEEP CORRAL IN GROVE OF CEDARS
 LO0789'AND END OF TRUCK TRAVEL.  THENCE PACK TO THE RIGHT (W) FOLLOWING
 LO0789'THE RIDGE TO THE SUMMIT AND STATION SITE AS DESCRIBED ABOVE.  A 1
 LO0789'AND 1/2 HOUR PACK.
 LO0789
 LO0789                          STATION RECOVERY (1948)
 LO0789
 LO0789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 LO0789'NOTE BY USGS IN 1948 - STATION USBR FOUND AS DESCRIBED BY USGS IN 1946
 LO0789'THERE WAS NO MENTION OF NGS STATION ---WEST MOUNTAIN---1947.
 LO0789
 LO0789                          STATION RECOVERY (1950)
 LO0789
 LO0789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 LO0789'LOCATED ABOUT 5.5 MI. W. OF PAYSON ON THE HIGHEST POINT AND NEAR THE
 LO0789'S. END OF SMALL RANGE OF MOUNTAINS THAT ARE LOCATED AT THE SE. END OF
 LO0789'UTAH LAKE.  STATION IS PROBABLY AN OLD USBR TRIANGULATION STATION.
 LO0789'
 LO0789'TO REACH FROM PAYSON, GO W. ON GRAVELED RD. FOR 1.3 MI. JOG S. 0.25
 LO0789'MI. AND GO W. AGAIN FOR 2.1 MI. TO CANAL CROSSING FROM HERE, TAKE POOR
 LO0789'RD. TO SW. FOR 1.15 MI. TO TOP OF DIVIDE, LEAVE RD. AND DRIVE UP RD.
 LO0789'TO N. FOR ABOUT 0.25 MI. AND END OF RD., FOLLOW CREST OF RIDGE N. TO
 LO0789'STATION. ABOUT 2 HOUR PACK.
 LO0789'
 LO0789'STATION MARK - 1/2 IN. IRON PIPE CEMENTED IN TOP OF CONCRETE POST.
 LO0789'POST HAS ---USRS 1912--- IMPRINTED IN CONCRETE AND PROJECTS ABOUT 5
 LO0789'IN. ABOVE GROUND.
 LO0789'
 LO0789'NOTE - IN 1947 NGS ESTABLISHED STATION ---WEST MOUNTAIN---AND AND TIED
 LO0789'TO STATION USRS DESIGNATING IT AS ---M A 27 USBR 1912---.
 LO0789'
 LO0789'FOUND USBR STATION AS DESCRIBED.  THE NGS STATION
 LO0789'---WEST MOUNTAIN--- 1947 WAS FOUND UPROOTED AND LYING LOOSE ON THE
 LO0789'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0210 ***********************************************************************
 LN0210  DESIGNATION -  M 28
 LN0210  PID         -  LN0210
 LN0210  STATE/COUNTY-  UT/DAGGETT
 LN0210  COUNTRY     -  US
 LN0210  USGS QUAD   -  MOUNT LENA (2017)
 LN0210
 LN0210                         *CURRENT SURVEY CONTROL
 LN0210  ______________________________________________________________________
 LN0210* NAD 83(1986) POSITION- 40 47 26.     (N) 109 28 11.     (W)   SCALED
 LN0210* NAVD 88 ORTHO HEIGHT -  2494.252 (meters)     8183.23  (feet) ADJUSTED
 LN0210  ______________________________________________________________________
 LN0210  GEOID HEIGHT    -        -13.783 (meters)                     GEOID18
 LN0210  DYNAMIC HEIGHT  -       2491.793 (meters)     8175.16  (feet) COMP
 LN0210  MODELED GRAVITY -    979,547.3   (mgal)                       NAVD 88
 LN0210
 LN0210  VERT ORDER      -  FIRST     CLASS II
 LN0210
 LN0210.The horizontal coordinates were scaled from a map and have
 LN0210.an estimated accuracy of +/- 6 seconds.
 LN0210
 LN0210.The orthometric height was determined by differential leveling and
 LN0210.adjusted by the NATIONAL GEODETIC SURVEY
 LN0210.in June 1991.
 LN0210
 LN0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0210.GEOID18 height accuracy estimate available here.
 LN0210
 LN0210.Click photographs - Photos may exist for this station.
 LN0210
 LN0210.The dynamic height is computed by dividing the NAVD 88
 LN0210.geopotential number by the normal gravity value computed on the
 LN0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0210.degrees latitude (g = 980.6199 gals.).
 LN0210
 LN0210.The modeled gravity was interpolated from observed gravity values.
 LN0210
 LN0210;                    North         East    Units  Estimated Accuracy
 LN0210;SPC UT N     - 1,052,780.      671,340.      MT  (+/- 180 meters Scaled)
 LN0210
 LN0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL291166(NAD 83)
 LN0210
 LN0210                          SUPERSEDED SURVEY CONTROL
 LN0210
 LN0210  NGVD 29 (??/??/92) 2492.824  (m)         8178.54   (f) ADJ UNCH    1 2
 LN0210
 LN0210.Superseded values are not recommended for survey control.
 LN0210
 LN0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0210.See file dsdata.pdf to determine how the superseded data were derived.
 LN0210
 LN0210_MARKER: DB = BENCH MARK DISK
 LN0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0210_STAMPING: 8178.540 M 28 1933
 LN0210_MARK LOGO: CGS
 LN0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0210+STABILITY: SURFACE MOTION
 LN0210
 LN0210  HISTORY     - Date     Condition        Report By
 LN0210  HISTORY     - 1933     MONUMENTED       CGS
 LN0210  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0210
 LN0210                          STATION DESCRIPTION
 LN0210
 LN0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0210'32.3 MI N FROM VERNAL.
 LN0210'IN DAGGETT COUNTY, ABOUT 32.3 MILES NORTH ALONG STATE HIGHWAY 44 FROM
 LN0210'VERNAL, UINTAH COUNTY, ABOUT 0.1 MILE NORTH OF CART CREEK, ON THE
 LN0210'OUTSIDE OF A CURVE, AT THE CROWN OF A SMALL RIDGE, AND ABOUT 60 FEET
 LN0210'WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 LN0210'8178.540 M 28 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LN0210
 LN0210                          STATION RECOVERY (1984)
 LN0210
 LN0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0210'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0057 ***********************************************************************
 KO0057  DESIGNATION -  M 3
 KO0057  PID         -  KO0057
 KO0057  STATE/COUNTY-  UT/JUAB
 KO0057  COUNTRY     -  US
 KO0057  USGS QUAD   -  TINTIC JUNCTION (2017)
 KO0057
 KO0057                         *CURRENT SURVEY CONTROL
 KO0057  ______________________________________________________________________
 KO0057* NAD 83(1986) POSITION- 39 56 11.     (N) 112 08 59.     (W)   SCALED
 KO0057* NAVD 88 ORTHO HEIGHT -  1834.796 (meters)     6019.66  (feet) ADJUSTED
 KO0057  ______________________________________________________________________
 KO0057  GEOID HEIGHT    -        -17.673 (meters)                     GEOID18
 KO0057  DYNAMIC HEIGHT  -       1833.032 (meters)     6013.87  (feet) COMP
 KO0057  MODELED GRAVITY -    979,599.5   (mgal)                       NAVD 88
 KO0057
 KO0057  VERT ORDER      -  FIRST     CLASS II
 KO0057
 KO0057.The horizontal coordinates were scaled from a map and have
 KO0057.an estimated accuracy of +/- 6 seconds.
 KO0057
 KO0057.The orthometric height was determined by differential leveling and
 KO0057.adjusted by the NATIONAL GEODETIC SURVEY
 KO0057.in June 1991.
 KO0057
 KO0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0057.GEOID18 height accuracy estimate available here.
 KO0057
 KO0057.Click photographs - Photos may exist for this station.
 KO0057
 KO0057.The dynamic height is computed by dividing the NAVD 88
 KO0057.geopotential number by the normal gravity value computed on the
 KO0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0057.degrees latitude (g = 980.6199 gals.).
 KO0057
 KO0057.The modeled gravity was interpolated from observed gravity values.
 KO0057
 KO0057;                    North         East    Units  Estimated Accuracy
 KO0057;SPC UT C     - 2,178,170.      444,470.      MT  (+/- 180 meters Scaled)
 KO0057
 KO0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK017213(NAD 83)
 KO0057
 KO0057                          SUPERSEDED SURVEY CONTROL
 KO0057
 KO0057  NGVD 29 (??/??/92) 1833.570  (m)         6015.64   (f) ADJ UNCH    1 2
 KO0057
 KO0057.Superseded values are not recommended for survey control.
 KO0057
 KO0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0057.See file dsdata.pdf to determine how the superseded data were derived.
 KO0057
 KO0057_MARKER: B = BOLT
 KO0057_SETTING: 80 = SET IN A BOULDER
 KO0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0057+STABILITY: SURFACE MOTION
 KO0057
 KO0057  HISTORY     - Date     Condition        Report By
 KO0057  HISTORY     - 1908     MONUMENTED       CGS
 KO0057  HISTORY     - 1949     GOOD             CGS
 KO0057
 KO0057                          STATION DESCRIPTION
 KO0057
 KO0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KO0057'1.25 MI E FROM TINTIC.
 KO0057'ABOUT 1-1/4 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM TINTIC,
 KO0057'JUAB COUNTY, AT THE EUREKA SPUR, 47 FEET SOUTHWEST OF THE SECOND POLE
 KO0057'SOUTHWEST OF THE STATION SIGN, ABOUT 267 FEET SOUTHWEST OF A JUNCTION
 KO0057'SWITCH, 28 FEET NORTH OF THE TRACK, AND IN A LIMESTONE BOULDER.  A
 KO0057'COPPER BOLT SURROUNDED BY THE LETTERS US.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0482 ***********************************************************************
 JO0482  DESIGNATION -  M 3
 JO0482  PID         -  JO0482
 JO0482  STATE/COUNTY-  UT/MILLARD
 JO0482  COUNTRY     -  US
 JO0482  USGS QUAD   -  RED RIDGE (2017)
 JO0482
 JO0482                         *CURRENT SURVEY CONTROL
 JO0482  ______________________________________________________________________
 JO0482* NAD 83(1994) POSITION- 38 43 38.45416(N) 112 26 18.08269(W)   ADJUSTED
 JO0482* NAVD 88 ORTHO HEIGHT -  2519.2   (meters)     8265.    (feet) VERTCON3
 JO0482  ______________________________________________________________________
 JO0482  GEOID HEIGHT    -        -18.998 (meters)                     GEOID18
 JO0482  LAPLACE CORR    -         14.68  (seconds)                    DEFLEC18
 JO0482  HORZ ORDER      -  THIRD
 JO0482
 JO0482.The horizontal coordinates were established by classical geodetic methods
 JO0482.and adjusted by the National Geodetic Survey in November 1997.
 JO0482
 JO0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0482
 JO0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0482.GEOID18 height accuracy estimate available here.
 JO0482
 JO0482.Click photographs - Photos may exist for this station.
 JO0482
 JO0482.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0482
 JO0482. The following values were computed from the NAD 83(1994) position.
 JO0482
 JO0482;                    North         East     Units Scale Factor Converg.
 JO0482;SPC UT C     - 2,044,173.180   418,397.173   MT  1.00008395   -0 36 03.9
 JO0482;SPC UT C     - 6,706,591.51  1,372,691.39   sFT  1.00008395   -0 36 03.9
 JO0482;UTM  12      - 4,287,502.785   374,970.733   MT  0.99979250   -0 53 59.9
 JO0482
 JO0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0482!SPC UT C     -   0.99960786  x   1.00008395  =   0.99969178
 JO0482!UTM  12      -   0.99960786  x   0.99979250  =   0.99940045
 JO0482
 JO0482:                Primary Azimuth Mark                     Grid Az
 JO0482:SPC UT C     -  MARYS NIPPLE                             154 54 52.2
 JO0482:UTM  12      -  MARYS NIPPLE                             155 12 48.2
 JO0482
 JO0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH7497087502(NAD 83)
 JO0482
 JO0482|---------------------------------------------------------------------|
 JO0482| PID    Reference Object                     Distance      Geod. Az  |
 JO0482|                                                           dddmmss.s |
 JO0482| CM6668 M 3 RM 3                              4.054 METERS 05527     |
 JO0482| JO0480 MARYS NIPPLE                        APPROX. 5.5 KM 1541848.3 |
 JO0482| CM6666 M 3 RM 1                             12.226 METERS 18125     |
 JO0482| CM6667 M 3 RM 2                             11.601 METERS 26136     |
 JO0482|---------------------------------------------------------------------|
 JO0482
 JO0482                          SUPERSEDED SURVEY CONTROL
 JO0482
 JO0482  NAD 83(1986)-  38 43 38.44930(N)    112 26 18.07806(W) AD(       ) 3
 JO0482  NAD 27      -  38 43 38.56800(N)    112 26 15.34500(W) AD(       ) 3
 JO0482  USSD        -  38 43 39.34600(N)    112 26 16.11000(W) AD(       ) 3
 JO0482  NGVD 29 (07/19/86) 2518.0    (m)         8261.     (f) VERT ANG       
 JO0482
 JO0482.Superseded values are not recommended for survey control.
 JO0482
 JO0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0482.See file dsdata.pdf to determine how the superseded data were derived.
 JO0482
 JO0482_MARKER: H = DRILL HOLE
 JO0482_SETTING: 66 = SET IN ROCK OUTCROP
 JO0482
 JO0482  HISTORY     - Date     Condition        Report By
 JO0482  HISTORY     - 1919     MONUMENTED       USFS
 JO0482  HISTORY     - 1947     SEE DESCRIPTION  CGS
 JO0482
 JO0482                          STATION DESCRIPTION
 JO0482
 JO0482'DESCRIBED BY US FOREST SERVICE 1919 (GDC)
 JO0482'ABOUT 4 MILES SOUTH OF KANOSH, ON THE HIGHEST POINT OF THE
 JO0482'RIDGE.  STATION MARK IS A HOLE DRILLED IN A SHELF OF ROCK.  A
 JO0482'BOLT WAS SET IN A CREVICE OF THE SHALE 4 INCHES WEST OF THE
 JO0482'HOLE.  THE STATION IS SURMOUNTED BY A SIGNAL POLE WITH A CAIRN
 JO0482'AROUND THE BASE.  THE FOLLOWING DIRECTIONS WERE
 JO0482'OBSERVED--BELKNAP, 0 DEG 00 MIN 00 SEC.  STONE MARKED WITH A
 JO0482'CROSS AND THE LETTERS C.G.S. 12.226 METERS (40.11
 JO0482'FEET), 5 DEG 11 MIN 25 SEC.  STONE MARKED WITH A CROSS, THE
 JO0482'LETTER M, AND THE FIGURE 3, 11.601 METERS (38.06
 JO0482'FEET), 85 DEG 22 MIN 30 SEC.  AND STONE MARKED WITH A
 JO0482'CROSS AND THE LETTERS C.G.S., 4.054 METERS (13.30 FEET), 239
 JO0482'DEG 14 MIN 10 SEC.
 JO0482
 JO0482                          STATION RECOVERY (1947)
 JO0482
 JO0482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 JO0482'STATION MARK AND ALL REFERENCE MARKS HAVE BEEN DESTROYED
 JO0482'EXCEPT THAT ONE REFERENCE MARK WAS PLAIN ENOUGH TO IDENTIFY.
 JO0482'STATION RED RIDGE 1947 WAS ESTABLISHED IN THE VICINITY OF
 JO0482'THE OLD STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0262 ***********************************************************************
 JN0262  DESIGNATION -  M 30
 JN0262  PID         -  JN0262
 JN0262  STATE/COUNTY-  UT/SEVIER
 JN0262  COUNTRY     -  US
 JN0262  USGS QUAD   -  BOOBE HOLE RESERVOIR (2017)
 JN0262
 JN0262                         *CURRENT SURVEY CONTROL
 JN0262  ______________________________________________________________________
 JN0262* NAD 83(1986) POSITION- 38 40 02.     (N) 111 50 14.     (W)   SCALED
 JN0262* NAVD 88 ORTHO HEIGHT -  2164.310 (meters)     7100.74  (feet) ADJUSTED
 JN0262  ______________________________________________________________________
 JN0262  GEOID HEIGHT    -        -17.860 (meters)                     GEOID18
 JN0262  DYNAMIC HEIGHT  -       2161.800 (meters)     7092.51  (feet) COMP
 JN0262  MODELED GRAVITY -    979,390.9   (mgal)                       NAVD 88
 JN0262
 JN0262  VERT ORDER      -  FIRST     CLASS II
 JN0262
 JN0262.The horizontal coordinates were scaled from a map and have
 JN0262.an estimated accuracy of +/- 6 seconds.
 JN0262
 JN0262.The orthometric height was determined by differential leveling and
 JN0262.adjusted by the NATIONAL GEODETIC SURVEY
 JN0262.in June 1991.
 JN0262
 JN0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0262.GEOID18 height accuracy estimate available here.
 JN0262
 JN0262.Click photographs - Photos may exist for this station.
 JN0262
 JN0262.The dynamic height is computed by dividing the NAVD 88
 JN0262.geopotential number by the normal gravity value computed on the
 JN0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0262.degrees latitude (g = 980.6199 gals.).
 JN0262
 JN0262.The modeled gravity was interpolated from observed gravity values.
 JN0262
 JN0262;                    North         East    Units  Estimated Accuracy
 JN0262;SPC UT C     - 2,037,130.      470,650.      MT  (+/- 180 meters Scaled)
 JN0262
 JN0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH271801(NAD 83)
 JN0262
 JN0262                          SUPERSEDED SURVEY CONTROL
 JN0262
 JN0262  NGVD 29 (??/??/92) 2162.969  (m)         7096.34   (f) ADJ UNCH    1 2
 JN0262
 JN0262.Superseded values are not recommended for survey control.
 JN0262
 JN0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0262.See file dsdata.pdf to determine how the superseded data were derived.
 JN0262
 JN0262_MARKER: DB = BENCH MARK DISK
 JN0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0262_STAMPING: M 30 1934
 JN0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0262+STABILITY: SURFACE MOTION
 JN0262
 JN0262  HISTORY     - Date     Condition        Report By
 JN0262  HISTORY     - 1934     MONUMENTED       CGS
 JN0262
 JN0262                          STATION DESCRIPTION
 JN0262
 JN0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0262'16.4 MI E FROM SIGURD.
 JN0262'16.4 MILES EAST ALONG STATE HIGHWAY 24 FROM THE DENVER AND RIO GRANDE
 JN0262'WESTERN RAILROAD STATION AT SIGURD, SEVIER COUNTY, 0.5 MILE WEST OF AN
 JN0262'OLD ABANDONED FARMHOUSE, 61 FEET SOUTH OF THE CENTERLINE OF THE
 JN0262'HIGHWAY, AND 3 FEET NORTH OF THE SNOW FENCE.  A STANDARD DISK, STAMPED
 JN0262'M 30 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 GP0001 ***********************************************************************
 GP0001  DESIGNATION -  M 30
 GP0001  PID         -  GP0001
 GP0001  STATE/COUNTY-  UT/SAN JUAN
 GP0001  COUNTRY     -  US
 GP0001  USGS QUAD   -  MYSTERY VALLEY (2018)
 GP0001
 GP0001                         *CURRENT SURVEY CONTROL
 GP0001  ______________________________________________________________________
 GP0001* NAD 83(1986) POSITION- 36 59 58.3    (N) 110 10 28.1    (W)   HD_HELD2
 GP0001* NAVD 88 ORTHO HEIGHT -  1588.624 (meters)     5212.01  (feet) ADJUSTED
 GP0001  ______________________________________________________________________
 GP0001  GEOID HEIGHT    -        -20.909 (meters)                     GEOID18
 GP0001  DYNAMIC HEIGHT  -       1586.801 (meters)     5206.03  (feet) COMP
 GP0001  MODELED GRAVITY -    979,427.1   (mgal)                       NAVD 88
 GP0001
 GP0001  VERT ORDER      -  FIRST     CLASS II
 GP0001
 GP0001.The horizontal coordinates were established by autonomous hand held GPS
 GP0001.observations and have an estimated accuracy of +/- 10 meters.
 GP0001
 GP0001.The orthometric height was determined by differential leveling and
 GP0001.adjusted by the NATIONAL GEODETIC SURVEY
 GP0001.in June 1991.
 GP0001
 GP0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 GP0001.GEOID18 height accuracy estimate available here.
 GP0001
 GP0001.Click photographs - Photos may exist for this station.
 GP0001
 GP0001.The dynamic height is computed by dividing the NAVD 88
 GP0001.geopotential number by the normal gravity value computed on the
 GP0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GP0001.degrees latitude (g = 980.6199 gals.).
 GP0001
 GP0001.The modeled gravity was interpolated from observed gravity values.
 GP0001
 GP0001;                    North         East    Units  Estimated Accuracy
 GP0001;SPC UT S     - 3,037,779.      617,989.      MT  (+/- 10 meters HH2 GPS)
 GP0001
 GP0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF7345395138(NAD 83)
 GP0001
 GP0001                          SUPERSEDED SURVEY CONTROL
 GP0001
 GP0001  NGVD 29 (??/??/92) 1587.722  (m)         5209.05   (f) ADJ UNCH    1 2
 GP0001
 GP0001.Superseded values are not recommended for survey control.
 GP0001
 GP0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GP0001.See file dsdata.pdf to determine how the superseded data were derived.
 GP0001
 GP0001_MARKER: DB = BENCH MARK DISK
 GP0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GP0001_STAMPING: M 30 1933 5209.051
 GP0001_MARK LOGO: CGS
 GP0001_PROJECTION: PROJECTING 60 CENTIMETERS
 GP0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GP0001+STABILITY: SURFACE MOTION
 GP0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GP0001+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2010
 GP0001
 GP0001  HISTORY     - Date     Condition        Report By
 GP0001  HISTORY     - 1933     MONUMENTED       CGS
 GP0001  HISTORY     - 1962     GOOD             CGS
 GP0001  HISTORY     - 1983     GOOD             NGS
 GP0001  HISTORY     - 20100202 GOOD             GEOCAC
 GP0001
 GP0001                          STATION DESCRIPTION
 GP0001
 GP0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GP0001'2.25 MI E FROM GOULDING TR POST, UT.
 GP0001'ABOUT 1.95 MILES EAST ALONG A DIRT ROAD FROM GOULDINGS TRADING POST IN
 GP0001'UTAH.  THENCE 0.3 MILE SOUTH ALONG UTAH STATE HIGHWAY 47, 0.1 MILE
 GP0001'NORTH OF THE UTAH-ARIZONA STATE LINE, 215 FEET EAST OF THE CENTERLINE
 GP0001'OF THE HIGHWAY, 1 FOOT EAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 GP0001'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 GP0001'PROJECTING 12 INCHES.
 GP0001
 GP0001                          STATION RECOVERY (1983)
 GP0001
 GP0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GP0001'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  34.3 KM
 GP0001'(21.3 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST OFFICE IN
 GP0001'MEXICAN HAT, 0.5 KM (0.3 MI) SOUTH OF A PAVED CROSSROAD, 0.2 KM
 GP0001'(0.1 MI) NORTH OF THE UTAH-ARIZONA STATE LINE, 139.3 METERS (457.0 FT)
 GP0001'NORTH OF THE NORTHEAST CORNER OF ROCK MONUMENT AND SIGN (COME BACK
 GP0001'SOON TO SCENIC UTAH), AND 65.5 METERS (215.0 FT) EAST OF THE
 GP0001'CENTERLINE OF THE HIGHWAY.
 GP0001'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 GP0001'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GP0001
 GP0001                          STATION RECOVERY (2010)
 GP0001
 GP0001'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 GP0001'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0019 ***********************************************************************
 JO0019  DESIGNATION -  M 31
 JO0019  PID         -  JO0019
 JO0019  STATE/COUNTY-  UT/SEVIER
 JO0019  COUNTRY     -  US
 JO0019  USGS QUAD   -  MARYSVALE CANYON (2017)
 JO0019
 JO0019                         *CURRENT SURVEY CONTROL
 JO0019  ______________________________________________________________________
 JO0019* NAD 83(1986) POSITION- 38 34 55.     (N) 112 15 09.     (W)   SCALED
 JO0019* NAVD 88 ORTHO HEIGHT -  1686.822 (meters)     5534.18  (feet) ADJUSTED
 JO0019  ______________________________________________________________________
 JO0019  GEOID HEIGHT    -        -19.117 (meters)                     GEOID18
 JO0019  DYNAMIC HEIGHT  -       1684.976 (meters)     5528.13  (feet) COMP
 JO0019  MODELED GRAVITY -    979,475.3   (mgal)                       NAVD 88
 JO0019
 JO0019  VERT ORDER      -  FIRST     CLASS II
 JO0019
 JO0019.The horizontal coordinates were scaled from a map and have
 JO0019.an estimated accuracy of +/- 6 seconds.
 JO0019
 JO0019.The orthometric height was determined by differential leveling and
 JO0019.adjusted by the NATIONAL GEODETIC SURVEY
 JO0019.in June 1991.
 JO0019
 JO0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0019.GEOID18 height accuracy estimate available here.
 JO0019
 JO0019.Click photographs - Photos may exist for this station.
 JO0019
 JO0019.The dynamic height is computed by dividing the NAVD 88
 JO0019.geopotential number by the normal gravity value computed on the
 JO0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0019.degrees latitude (g = 980.6199 gals.).
 JO0019
 JO0019.The modeled gravity was interpolated from observed gravity values.
 JO0019
 JO0019;                    North         East    Units  Estimated Accuracy
 JO0019;SPC UT C     - 2,027,880.      434,420.      MT  (+/- 180 meters Scaled)
 JO0019
 JO0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH909711(NAD 83)
 JO0019
 JO0019                          SUPERSEDED SURVEY CONTROL
 JO0019
 JO0019  NGVD 29 (??/??/92) 1685.597  (m)         5530.16   (f) ADJ UNCH    1 2
 JO0019
 JO0019.Superseded values are not recommended for survey control.
 JO0019
 JO0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0019.See file dsdata.pdf to determine how the superseded data were derived.
 JO0019
 JO0019_MARKER: DB = BENCH MARK DISK
 JO0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0019_STAMPING: M 31 1934
 JO0019_MARK LOGO: CGS
 JO0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0019+STABILITY: SURFACE MOTION
 JO0019
 JO0019  HISTORY     - Date     Condition        Report By
 JO0019  HISTORY     - 1934     MONUMENTED       CGS
 JO0019  HISTORY     - 1934     GOOD             CGS
 JO0019  HISTORY     - 1975     MARK NOT FOUND   USGS
 JO0019
 JO0019                          STATION DESCRIPTION
 JO0019
 JO0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0019'IN SEVIER.
 JO0019'AT SEVIER, SEVIER COUNTY, ON THE DENVER AND RIO GRANDE WESTERN
 JO0019'RAILROAD, 134 FEET WEST OF THE STATION, 175 FEET WEST OF THE
 JO0019'CENTERLINE OF THE TRACK, 114 FEET EAST OF THE EAST END OF THE OLD
 JO0019'HIGHWAY BRIDGE OVER SEVIER RIVER, AND 3 FEET SOUTHEAST OF TELEPHONE
 JO0019'POLE 612.  A STANDARD DISK, STAMPED M 31 1934 AND SET IN THE TOP OF A
 JO0019'CONCRETE POST.
 JO0019
 JO0019                          STATION RECOVERY (1975)
 JO0019
 JO0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0019'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0161 ***********************************************************************
 JO0161  DESIGNATION -  M 32
 JO0161  PID         -  JO0161
 JO0161  STATE/COUNTY-  UT/BEAVER
 JO0161  COUNTRY     -  US
 JO0161  USGS QUAD   -  BEAVER (2017)
 JO0161
 JO0161                         *CURRENT SURVEY CONTROL
 JO0161  ______________________________________________________________________
 JO0161* NAD 83(1986) POSITION- 38 15 43.96   (N) 112 44 35.52   (W)   HD_HELD1
 JO0161* NAVD 88 ORTHO HEIGHT -  1728.580 (meters)     5671.18  (feet) ADJUSTED
 JO0161  ______________________________________________________________________
 JO0161  GEOID HEIGHT    -        -20.543 (meters)                     GEOID18
 JO0161  DYNAMIC HEIGHT  -       1726.641 (meters)     5664.82  (feet) COMP
 JO0161  MODELED GRAVITY -    979,446.5   (mgal)                       NAVD 88
 JO0161
 JO0161  VERT ORDER      -  FIRST     CLASS II
 JO0161
 JO0161.The horizontal coordinates were determined by differentially corrected
 JO0161.hand held GPS observations or other comparable positioning techniques
 JO0161.and have an estimated accuracy of +/- 3 meters.
 JO0161
 JO0161.The orthometric height was determined by differential leveling and
 JO0161.adjusted by the NATIONAL GEODETIC SURVEY
 JO0161.in June 1991.
 JO0161
 JO0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0161.GEOID18 height accuracy estimate available here.
 JO0161
 JO0161.Click photographs - Photos may exist for this station.
 JO0161
 JO0161.The dynamic height is computed by dividing the NAVD 88
 JO0161.geopotential number by the normal gravity value computed on the
 JO0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0161.degrees latitude (g = 980.6199 gals.).
 JO0161
 JO0161.The modeled gravity was interpolated from observed gravity values.
 JO0161
 JO0161;                    North         East    Units  Estimated Accuracy
 JO0161;SPC UT S     - 3,177,806.7     391,201.3     MT  (+/- 3 meters HH1 GPS) 
 JO0161
 JO0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH4749236345(NAD 83)
 JO0161
 JO0161                          SUPERSEDED SURVEY CONTROL
 JO0161
 JO0161  NGVD 29 (??/??/92) 1727.399  (m)         5667.31   (f) ADJ UNCH    1 2
 JO0161
 JO0161.Superseded values are not recommended for survey control.
 JO0161
 JO0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0161.See file dsdata.pdf to determine how the superseded data were derived.
 JO0161
 JO0161_MARKER: DB = BENCH MARK DISK
 JO0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0161_STAMPING: M 32 1934
 JO0161_MARK LOGO: CGS
 JO0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0161+STABILITY: SURFACE MOTION
 JO0161
 JO0161  HISTORY     - Date     Condition        Report By
 JO0161  HISTORY     - 1934     MONUMENTED       CGS
 JO0161  HISTORY     - 1971     GOOD             USGS
 JO0161  HISTORY     - 1984     GOOD             USGS
 JO0161
 JO0161                          STATION DESCRIPTION
 JO0161
 JO0161'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0161'5.9 MI W FROM BEAVER.
 JO0161'5.9 MILES WEST ALONG STATE HIGHWAY 21 FROM THE COURTHOUSE AT BEAVER,
 JO0161'92 FEET NORTH TELEPHONE POLE 9, 52 FEET SOUTHEAST OF THE CENTERLINE OF
 JO0161'THE HIGHWAY, 39 FEET EAST OF HIGHWAY MILEAGE MARKER 103, 28 FEET
 JO0161'SOUTHEAST OF THE SOUTH END OF A 24 INCH STEEL CULVERT, AND 3 FEET
 JO0161'SOUTHEAST OF A WITNESS SIGN, AND SET IN THE TOP OF A CONCRETE POST.
 JO0161
 JO0161                          STATION RECOVERY (1984)
 JO0161
 JO0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JO0161'BEAVER UTAH, 5.7 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0161'OFFICE AT BEAVER UTAH, 52 FEET SOUTHEAST OF THE CENTER LINE OF
 JO0161'HIGHWAY, 28 FEET SOUTHEAST OF THE SOUTHEAST END OF A 24' CULVERT AND
 JO0161'3 FEET SOUTHEAST OF A WITNESS POST AND SET IN TOP OF A CONCRETE POST
 JO0161'PROJECTING 0.8 FEET, A STANDARD TABLET STAMPED 'M 32 1934'.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0011 ***********************************************************************
 MS0011  DESIGNATION -  M 331
 MS0011  PID         -  MS0011
 MS0011  STATE/COUNTY-  UT/BOX ELDER
 MS0011  COUNTRY     -  US
 MS0011  USGS QUAD   -  CUTLER DAM (2017)
 MS0011
 MS0011                         *CURRENT SURVEY CONTROL
 MS0011  ______________________________________________________________________
 MS0011* NAD 83(1986) POSITION- 41 49 50.     (N) 112 03 25.     (W)   SCALED
 MS0011* NAVD 88 ORTHO HEIGHT -  1372.663 (meters)     4503.48  (feet) ADJUSTED
 MS0011  ______________________________________________________________________
 MS0011  GEOID HEIGHT    -        -15.279 (meters)                     GEOID18
 MS0011  DYNAMIC HEIGHT  -       1371.733 (meters)     4500.43  (feet) COMP
 MS0011  MODELED GRAVITY -    979,897.9   (mgal)                       NAVD 88
 MS0011
 MS0011  VERT ORDER      -  FIRST     CLASS II
 MS0011
 MS0011.The horizontal coordinates were scaled from a map and have
 MS0011.an estimated accuracy of +/- 6 seconds.
 MS0011
 MS0011.The orthometric height was determined by differential leveling and
 MS0011.adjusted by the NATIONAL GEODETIC SURVEY
 MS0011.in June 1991.
 MS0011
 MS0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0011.GEOID18 height accuracy estimate available here.
 MS0011
 MS0011.Click photographs - Photos may exist for this station.
 MS0011
 MS0011.The dynamic height is computed by dividing the NAVD 88
 MS0011.geopotential number by the normal gravity value computed on the
 MS0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0011.degrees latitude (g = 980.6199 gals.).
 MS0011
 MS0011.The modeled gravity was interpolated from observed gravity values.
 MS0011
 MS0011;                    North         East    Units  Estimated Accuracy
 MS0011;SPC UT N     - 1,166,420.      453,730.      MT  (+/- 180 meters Scaled)
 MS0011
 MS0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM122315(NAD 83)
 MS0011
 MS0011                          SUPERSEDED SURVEY CONTROL
 MS0011
 MS0011  NGVD 29 (??/??/92) 1371.67   (m)         4500.2    (f) COMPUTED    1 2
 MS0011
 MS0011.Superseded values are not recommended for survey control.
 MS0011
 MS0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0011.See file dsdata.pdf to determine how the superseded data were derived.
 MS0011
 MS0011_MARKER: DB = BENCH MARK DISK
 MS0011_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MS0011+WITH SETTING: PAVEMENT
 MS0011_SP_SET: SEMAPHORE BASE
 MS0011_STAMPING: M 331 1937
 MS0011_MARK LOGO: CGS
 MS0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0011+STABILITY: SURFACE MOTION
 MS0011
 MS0011  HISTORY     - Date     Condition        Report By
 MS0011  HISTORY     - 1937     MONUMENTED       CGS
 MS0011
 MS0011                          STATION DESCRIPTION
 MS0011
 MS0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 MS0011'4.7 MI N FROM COLLINSTON.
 MS0011'4.7 MILES NORTH OF O.S.L.R.R. DEPOT MARK SET IN CONCRETE BASE OF
 MS0011'SEMAPHORE NO. 44.80, 2 1/2 POLES NORTHEAST OF THE STATION OF WHEELON.
 MS0011'ABOUT 0.25 MILE SOUTH OF THE RAILROAD ENTRANCE TO BEAR CANYON.  54
 MS0011'FEET NORTH OF THE NORTH SWITCH STAND AT WHEELON SIDING.  10 FEET
 MS0011'NORTHWEST OF THE CENTERLINE OF TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0012 ***********************************************************************
 MS0012  DESIGNATION -  M 331 RESET
 MS0012  PID         -  MS0012
 MS0012  STATE/COUNTY-  UT/BOX ELDER
 MS0012  COUNTRY     -  US
 MS0012  USGS QUAD   -  CUTLER DAM (2017)
 MS0012
 MS0012                         *CURRENT SURVEY CONTROL
 MS0012  ______________________________________________________________________
 MS0012* NAD 83(1986) POSITION- 41 49 50.     (N) 112 03 25.     (W)   SCALED
 MS0012* NAVD 88 ORTHO HEIGHT -  1370.372 (meters)     4495.96  (feet) ADJUSTED
 MS0012  ______________________________________________________________________
 MS0012  GEOID HEIGHT    -        -15.279 (meters)                     GEOID18
 MS0012  DYNAMIC HEIGHT  -       1369.444 (meters)     4492.92  (feet) COMP
 MS0012  MODELED GRAVITY -    979,897.9   (mgal)                       NAVD 88
 MS0012  OBS GRAVITY     -    979,898.6   (mgal)                       GRAV_OBS
 MS0012
 MS0012  VERT ORDER      -  FIRST     CLASS I
 MS0012
 MS0012.The horizontal coordinates were scaled from a map and have
 MS0012.an estimated accuracy of +/- 6 seconds.
 MS0012
 MS0012.The orthometric height was determined by differential leveling and
 MS0012.adjusted by the NATIONAL GEODETIC SURVEY
 MS0012.in June 1991.
 MS0012
 MS0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0012.GEOID18 height accuracy estimate available here.
 MS0012
 MS0012.Click photographs - Photos may exist for this station.
 MS0012
 MS0012.The dynamic height is computed by dividing the NAVD 88
 MS0012.geopotential number by the normal gravity value computed on the
 MS0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0012.degrees latitude (g = 980.6199 gals.).
 MS0012
 MS0012.The modeled gravity was interpolated from observed gravity values.
 MS0012
 MS0012.The observed gravity was obtained from relative gravimeter ties
 MS0012.to the IGSN71 gravity network.
 MS0012
 MS0012;                    North         East    Units  Estimated Accuracy
 MS0012;SPC UT N     - 1,166,420.      453,730.      MT  (+/- 180 meters Scaled)
 MS0012
 MS0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM122315(NAD 83)
 MS0012
 MS0012                          SUPERSEDED SURVEY CONTROL
 MS0012
 MS0012  NGVD 29 (??/??/92) 1369.372  (m)         4492.68   (f) ADJ UNCH    1 1
 MS0012
 MS0012.Superseded values are not recommended for survey control.
 MS0012
 MS0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0012.See file dsdata.pdf to determine how the superseded data were derived.
 MS0012
 MS0012_MARKER: DB = BENCH MARK DISK
 MS0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0012_STAMPING: M 331 1937 RESET 1950
 MS0012_MARK LOGO: CGS
 MS0012_PROJECTION: FLUSH
 MS0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0012+STABILITY: SURFACE MOTION
 MS0012
 MS0012  HISTORY     - Date     Condition        Report By
 MS0012  HISTORY     - 1950     MONUMENTED       UPRR
 MS0012  HISTORY     - 1967     GOOD             CGS
 MS0012
 MS0012                          STATION DESCRIPTION
 MS0012
 MS0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0012'4.2 MI W FROM CACHE JUNCTION.
 MS0012'4.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MS0012'CACHE JUNCTION, AT THE NORTH END OF WHEELON SIDING, 3 1/4 POLES SOUTH
 MS0012'OF MILEPOLE 44.75, ABOUT 2-3/4 POLES NORTH OF THE STATION AT WHEELON,
 MS0012'47.3 FEET WEST OF THE WEST RAIL, 39 1/2 FEET WEST OF THE WEST END OF A
 MS0012'CATTLEGUARD ACROSS THE TRACK, 1 1/2 FEET NORTHEAST OF A FENCE CORNER,
 MS0012'1.3 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT 3
 MS0012'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 MS0012'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0267 ***********************************************************************
 KO0267  DESIGNATION -  M 332
 KO0267  PID         -  KO0267
 KO0267  STATE/COUNTY-  UT/MILLARD
 KO0267  COUNTRY     -  US
 KO0267  USGS QUAD   -  DELTA (2017)
 KO0267
 KO0267                         *CURRENT SURVEY CONTROL
 KO0267  ______________________________________________________________________
 KO0267* NAD 83(1986) POSITION- 39 21 10.     (N) 112 34 38.     (W)   SCALED
 KO0267* NAVD 88 ORTHO HEIGHT -  1413.944 (meters)     4638.91  (feet) ADJUSTED
 KO0267  ______________________________________________________________________
 KO0267  GEOID HEIGHT    -        -19.511 (meters)                     GEOID18
 KO0267  DYNAMIC HEIGHT  -       1412.632 (meters)     4634.61  (feet) COMP
 KO0267  MODELED GRAVITY -    979,650.1   (mgal)                       NAVD 88
 KO0267  OBS GRAVITY     -    979,649.3   (mgal)                       GRAV_OBS
 KO0267
 KO0267  VERT ORDER      -  FIRST     CLASS I
 KO0267
 KO0267.The horizontal coordinates were scaled from a map and have
 KO0267.an estimated accuracy of +/- 6 seconds.
 KO0267
 KO0267.The orthometric height was determined by differential leveling and
 KO0267.adjusted by the NATIONAL GEODETIC SURVEY
 KO0267.in June 1991.
 KO0267
 KO0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0267.GEOID18 height accuracy estimate available here.
 KO0267
 KO0267.Click photographs - Photos may exist for this station.
 KO0267
 KO0267.The dynamic height is computed by dividing the NAVD 88
 KO0267.geopotential number by the normal gravity value computed on the
 KO0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0267.degrees latitude (g = 980.6199 gals.).
 KO0267
 KO0267.The modeled gravity was interpolated from observed gravity values.
 KO0267
 KO0267.The observed gravity was obtained from relative gravimeter ties
 KO0267.to the IGSN71 gravity network.
 KO0267
 KO0267;                    North         East    Units  Estimated Accuracy
 KO0267;SPC UT C     - 2,113,740.      407,160.      MT  (+/- 180 meters Scaled)
 KO0267
 KO0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ641571(NAD 83)
 KO0267
 KO0267                          SUPERSEDED SURVEY CONTROL
 KO0267
 KO0267  NGVD 29 (??/??/92) 1412.814  (m)         4635.21   (f) ADJ UNCH    1 1
 KO0267
 KO0267.Superseded values are not recommended for survey control.
 KO0267
 KO0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0267.See file dsdata.pdf to determine how the superseded data were derived.
 KO0267
 KO0267_MARKER: DB = BENCH MARK DISK
 KO0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0267_STAMPING: M 332 1945
 KO0267_MARK LOGO: CGS
 KO0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0267+STABILITY: SURFACE MOTION
 KO0267
 KO0267  HISTORY     - Date     Condition        Report By
 KO0267  HISTORY     - 1945     MONUMENTED       CGS
 KO0267  HISTORY     - 1970     GOOD             NGS
 KO0267
 KO0267                          STATION DESCRIPTION
 KO0267
 KO0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0267'IN DELTA.
 KO0267'AT DELTA, ALONG U.S. HIGHWAY 50 AND 6, AT THE NORTHWEST CORNER OF MAIN
 KO0267'AND 1ST WEST STREETS, AT THE SOUTHEAST CORNER OF THE SCHOOL GROUNDS,
 KO0267'12.6 FEET NORTH OF THE NORTH EDGE OF THE MAIN STREET SIDEWALK, 19.3
 KO0267'FEET WEST OF THE WEST EDGE OF THE 1ST WEST STREET SIDEWALK, 7.7 FEET
 KO0267'SOUTH OF THE SOUTHEAST IRON CORNER POST OF THE TENNIS COURT FENCE,
 KO0267'32.9 FEET WEST-SOUTHWEST OF THE CENTER OF A FIRE HYDRANT, ABOUT LEVEL
 KO0267'WITH THE STREETS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 KO0267'FOOT ABOVE THE GROUND.  SEC 12, T 17S, R 7W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0419 ***********************************************************************
 MR0419  DESIGNATION -  M 333
 MR0419  PID         -  MR0419
 MR0419  STATE/COUNTY-  UT/WEBER
 MR0419  COUNTRY     -  US
 MR0419  USGS QUAD   -  OGDEN (2017)
 MR0419
 MR0419                         *CURRENT SURVEY CONTROL
 MR0419  ______________________________________________________________________
 MR0419* NAD 83(1986) POSITION- 41 12 16.66   (N) 111 59 51.36   (W)   HD_HELD1
 MR0419* NAVD 88 ORTHO HEIGHT -  1343.193 (meters)     4406.79  (feet) ADJUSTED
 MR0419  ______________________________________________________________________
 MR0419  GEOID HEIGHT    -        -16.812 (meters)                     GEOID18
 MR0419  DYNAMIC HEIGHT  -       1342.166 (meters)     4403.42  (feet) COMP
 MR0419  MODELED GRAVITY -    979,813.3   (mgal)                       NAVD 88
 MR0419
 MR0419  VERT ORDER      -  FIRST     CLASS II
 MR0419
 MR0419.This mark is at Ogden-Hinckley Airport (OGD)
 MR0419
 MR0419.The horizontal coordinates were determined by differentially corrected
 MR0419.hand held GPS observations or other comparable positioning techniques
 MR0419.and have an estimated accuracy of +/- 3 meters.
 MR0419
 MR0419.The orthometric height was determined by differential leveling and
 MR0419.adjusted by the NATIONAL GEODETIC SURVEY
 MR0419.in June 1991.
 MR0419
 MR0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0419.GEOID18 height accuracy estimate available here.
 MR0419
 MR0419.Click photographs - Photos may exist for this station.
 MR0419
 MR0419.The dynamic height is computed by dividing the NAVD 88
 MR0419.geopotential number by the normal gravity value computed on the
 MR0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0419.degrees latitude (g = 980.6199 gals.).
 MR0419
 MR0419.The modeled gravity was interpolated from observed gravity values.
 MR0419
 MR0419;                    North         East    Units  Estimated Accuracy
 MR0419;SPC UT N     - 1,096,876.4     458,266.1     MT  (+/- 3 meters HH1 GPS) 
 MR0419
 MR0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1635961952(NAD 83)
 MR0419
 MR0419                          SUPERSEDED SURVEY CONTROL
 MR0419
 MR0419  NGVD 29 (??/??/92) 1342.26   (m)         4403.7    (f) COMPUTED    1 2
 MR0419
 MR0419.Superseded values are not recommended for survey control.
 MR0419
 MR0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0419.See file dsdata.pdf to determine how the superseded data were derived.
 MR0419
 MR0419_MARKER: DB = BENCH MARK DISK
 MR0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0419_STAMPING: M 333 1945
 MR0419_MARK LOGO: CGS
 MR0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0419+STABILITY: SURFACE MOTION
 MR0419
 MR0419  HISTORY     - Date     Condition        Report By
 MR0419  HISTORY     - 1945     MONUMENTED       CGS
 MR0419
 MR0419                          STATION DESCRIPTION
 MR0419
 MR0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 MR0419'1.0 MI N FROM ROBERT H. HINCKLEY FIELD.
 MR0419'1.0 MILE NORTH ALONG THE AIRPORT ROAD FROM THE CONTROL TOWER AT THE
 MR0419'ROBERT H. HINCKLEY FIRLD, SET AT THE INTERSECTION OF THE AIRPORT ROAD
 MR0419'AND THE EAST-WEST COUNTY ROAD, NEAR THE NORTHEAST CORNER OF FIELD, 59
 MR0419'FEET SOUTH OF CENTER-LINE OF THE COUNTY ROAD, 47 FEET EAST OF
 MR0419'CENTER-LINE OF AIRPORT ROAD, 14 FEET SOUTH-SOUTHWEST OF POWER LINE
 MR0419'POLE, 1.5 FEET WEST OF REFERENCE POST.  BRONZE BENCH MARK DISK SET IN
 MR0419'TOP OF A CONCRETE POST POURED IN THE FIELD AND PROJECTING ABOUT 0.4
 MR0419'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0358 ***********************************************************************
 MS0358  DESIGNATION -  M 334
 MS0358  PID         -  MS0358
 MS0358  STATE/COUNTY-  UT/BOX ELDER
 MS0358  COUNTRY     -  US
 MS0358  USGS QUAD   -  PIGEON MOUNTAIN (2017)
 MS0358
 MS0358                         *CURRENT SURVEY CONTROL
 MS0358  ______________________________________________________________________
 MS0358* NAD 83(1986) POSITION- 41 21 51.     (N) 113 50 51.     (W)   SCALED
 MS0358* NAVD 88 ORTHO HEIGHT -  1346.281 (meters)     4416.92  (feet) ADJUSTED
 MS0358  ______________________________________________________________________
 MS0358  GEOID HEIGHT    -        -16.779 (meters)                     GEOID18
 MS0358  DYNAMIC HEIGHT  -       1345.323 (meters)     4413.78  (feet) COMP
 MS0358  MODELED GRAVITY -    979,864.9   (mgal)                       NAVD 88
 MS0358
 MS0358  VERT ORDER      -  FIRST     CLASS II
 MS0358
 MS0358.The horizontal coordinates were scaled from a map and have
 MS0358.an estimated accuracy of +/- 6 seconds.
 MS0358
 MS0358.The orthometric height was determined by differential leveling and
 MS0358.adjusted by the NATIONAL GEODETIC SURVEY
 MS0358.in June 1991.
 MS0358
 MS0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0358.GEOID18 height accuracy estimate available here.
 MS0358
 MS0358.Click photographs - Photos may exist for this station.
 MS0358
 MS0358.The dynamic height is computed by dividing the NAVD 88
 MS0358.geopotential number by the normal gravity value computed on the
 MS0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0358.degrees latitude (g = 980.6199 gals.).
 MS0358
 MS0358.The modeled gravity was interpolated from observed gravity values.
 MS0358
 MS0358;                    North         East    Units  Estimated Accuracy
 MS0358;SPC UT N     - 1,117,130.      303,620.      MT  (+/- 180 meters Scaled)
 MS0358
 MS0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL618830(NAD 83)
 MS0358
 MS0358                          SUPERSEDED SURVEY CONTROL
 MS0358
 MS0358  NGVD 29 (??/??/92) 1345.26   (m)         4413.6    (f) COMPUTED    1 2
 MS0358
 MS0358.Superseded values are not recommended for survey control.
 MS0358
 MS0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0358.See file dsdata.pdf to determine how the superseded data were derived.
 MS0358
 MS0358_MARKER: DB = BENCH MARK DISK
 MS0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0358_STAMPING: M 344 1945
 MS0358_MARK LOGO: CGS
 MS0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0358+STABILITY: SURFACE MOTION
 MS0358
 MS0358  HISTORY     - Date     Condition        Report By
 MS0358  HISTORY     - 1945     MONUMENTED       CGS
 MS0358
 MS0358                          STATION DESCRIPTION
 MS0358
 MS0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 MS0358'IN LUCIN INTERMEDIATE FIELD.
 MS0358'AT LUCIN INTERMEDIATE FIELD, BOX ELDER COUNTY, AT THE MAIN GATE, IN
 MS0358'LINE WITH THE GATEPOST, 53 FEET SOUTHWEST OF THE SOUTHWEST GATEPOST,
 MS0358'24 FEET WEST OF THE ELECTRIC FENCE, AND 1.3 FEET SOUTHEAST OF A WHITE
 MS0358'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED M 334 1945 AND SET IN
 MS0358'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0448 ***********************************************************************
 MS0448  DESIGNATION -  M 337
 MS0448  PID         -  MS0448
 MS0448  STATE/COUNTY-  UT/BOX ELDER
 MS0448  COUNTRY     -  US
 MS0448  USGS QUAD   -  DRY CANYON MOUNTAIN (2017)
 MS0448
 MS0448                         *CURRENT SURVEY CONTROL
 MS0448  ______________________________________________________________________
 MS0448* NAD 83(1986) POSITION- 41 50 37.     (N) 113 55 18.     (W)   SCALED
 MS0448* NAVD 88 ORTHO HEIGHT -  1859.169 (meters)     6099.62  (feet) ADJUSTED
 MS0448  ______________________________________________________________________
 MS0448  GEOID HEIGHT    -        -15.167 (meters)                     GEOID18
 MS0448  DYNAMIC HEIGHT  -       1857.733 (meters)     6094.91  (feet) COMP
 MS0448  MODELED GRAVITY -    979,783.7   (mgal)                       NAVD 88
 MS0448
 MS0448  VERT ORDER      -  SECOND    CLASS 0
 MS0448
 MS0448.The horizontal coordinates were scaled from a map and have
 MS0448.an estimated accuracy of +/- 6 seconds.
 MS0448
 MS0448.The orthometric height was determined by differential leveling and
 MS0448.adjusted by the NATIONAL GEODETIC SURVEY
 MS0448.in June 1991.
 MS0448
 MS0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0448.GEOID18 height accuracy estimate available here.
 MS0448
 MS0448.Click photographs - Photos may exist for this station.
 MS0448
 MS0448.The dynamic height is computed by dividing the NAVD 88
 MS0448.geopotential number by the normal gravity value computed on the
 MS0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0448.degrees latitude (g = 980.6199 gals.).
 MS0448
 MS0448.The modeled gravity was interpolated from observed gravity values.
 MS0448
 MS0448;                    North         East    Units  Estimated Accuracy
 MS0448;SPC UT N     - 1,170,530.      298,900.      MT  (+/- 180 meters Scaled)
 MS0448
 MS0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM574365(NAD 83)
 MS0448
 MS0448                          SUPERSEDED SURVEY CONTROL
 MS0448
 MS0448  NGVD 29 (??/??/92) 1857.979  (m)         6095.72   (f) ADJ UNCH    2 0
 MS0448
 MS0448.Superseded values are not recommended for survey control.
 MS0448
 MS0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0448.See file dsdata.pdf to determine how the superseded data were derived.
 MS0448
 MS0448_MARKER: DB = BENCH MARK DISK
 MS0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0448_STAMPING: M 377 1951
 MS0448_MARK LOGO: CGS
 MS0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0448+STABILITY: SURFACE MOTION
 MS0448
 MS0448  HISTORY     - Date     Condition        Report By
 MS0448  HISTORY     - 1951     MONUMENTED       CGS
 MS0448
 MS0448                          STATION DESCRIPTION
 MS0448
 MS0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MS0448'11.8 MI N FROM GROUSE CREEK.
 MS0448'3.4 MILES NORTH, 8.4 MILES NORTHWEST, 0.55 MILE EAST OF THE SUMMIT OF
 MS0448'A GRADE, 0.1 MILE NORTH OF THE T JUNCTION OF A TRACK ROAD LEADING
 MS0448'WEST, AT A POINT WHERE A PROMINENT WELL BEATEN COW PATH CROSSES THE
 MS0448'ROAD, 27 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 18 1/2
 MS0448'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A SMALL WASH, 2.3 FEET
 MS0448'SOUTH OF A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD, AND
 MS0448'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 MS0448'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0490 ***********************************************************************
 MR0490  DESIGNATION -  M 338
 MR0490  PID         -  MR0490
 MR0490  STATE/COUNTY-  UT/CACHE
 MR0490  COUNTRY     -  US
 MR0490  USGS QUAD   -  TRENTON (2017)
 MR0490
 MR0490                         *CURRENT SURVEY CONTROL
 MR0490  ______________________________________________________________________
 MR0490* NAD 83(1986) POSITION- 41 53 02.     (N) 111 56 38.     (W)   SCALED
 MR0490* NAVD 88 ORTHO HEIGHT -  1353.682 (meters)     4441.21  (feet) ADJUSTED
 MR0490  ______________________________________________________________________
 MR0490  GEOID HEIGHT    -        -15.246 (meters)                     GEOID18
 MR0490  DYNAMIC HEIGHT  -       1352.735 (meters)     4438.10  (feet) COMP
 MR0490  MODELED GRAVITY -    979,876.5   (mgal)                       NAVD 88
 MR0490
 MR0490  VERT ORDER      -  FIRST     CLASS I
 MR0490
 MR0490.The horizontal coordinates were scaled from a map and have
 MR0490.an estimated accuracy of +/- 6 seconds.
 MR0490
 MR0490.The orthometric height was determined by differential leveling and
 MR0490.adjusted by the NATIONAL GEODETIC SURVEY
 MR0490.in June 1991.
 MR0490
 MR0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0490.GEOID18 height accuracy estimate available here.
 MR0490
 MR0490.Click photographs - Photos may exist for this station.
 MR0490
 MR0490.The dynamic height is computed by dividing the NAVD 88
 MR0490.geopotential number by the normal gravity value computed on the
 MR0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0490.degrees latitude (g = 980.6199 gals.).
 MR0490
 MR0490.The modeled gravity was interpolated from observed gravity values.
 MR0490
 MR0490;                    North         East    Units  Estimated Accuracy
 MR0490;SPC UT N     - 1,172,290.      463,160.      MT  (+/- 180 meters Scaled)
 MR0490
 MR0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM216373(NAD 83)
 MR0490
 MR0490                          SUPERSEDED SURVEY CONTROL
 MR0490
 MR0490  NGVD 29 (??/??/92) 1352.639  (m)         4437.78   (f) ADJ UNCH    1 1
 MR0490
 MR0490.Superseded values are not recommended for survey control.
 MR0490
 MR0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0490.See file dsdata.pdf to determine how the superseded data were derived.
 MR0490
 MR0490_MARKER: DB = BENCH MARK DISK
 MR0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0490_STAMPING: M 338 1951
 MR0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0490+STABILITY: SURFACE MOTION
 MR0490
 MR0490  HISTORY     - Date     Condition        Report By
 MR0490  HISTORY     - 1951     MONUMENTED       CGS
 MR0490  HISTORY     - 1967     GOOD             CGS
 MR0490
 MR0490                          STATION DESCRIPTION
 MR0490
 MR0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0490'2.3 MI S FROM TRENTON.
 MR0490'2.3 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 MR0490'STATE HIGHWAY 170 AT TRENTON, 6 POLES NORTH OF THE CROSSING OF A
 MR0490'PRIVATE ROAD, 2 POLES SOUTH OF MILEPOLE 54.5, 1 1/2 POLES NORTH OF
 MR0490'CULVERT 54.38, 62.6 FEET WEST OF THE WEST RAIL, 4 FEET NORTH OF A
 MR0490'TELEPHONE POLE WITH TWO GUY WIRES, 8.6 FEET EAST OF A FENCE, 1.0 FOOT
 MR0490'SOUTH OF A WITNESS POST, ABOUT 7 FEET LOWER THAN THE TRACK, AND SET IN
 MR0490'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0247 ***********************************************************************
 KO0247  DESIGNATION -  M 35
 KO0247  PID         -  KO0247
 KO0247  STATE/COUNTY-  UT/MILLARD
 KO0247  COUNTRY     -  US
 KO0247  USGS QUAD   -  DELTA (2017)
 KO0247
 KO0247                         *CURRENT SURVEY CONTROL
 KO0247  ______________________________________________________________________
 KO0247* NAD 83(1986) POSITION- 39 20 25.     (N) 112 36 19.     (W)   SCALED
 KO0247* NAVD 88 ORTHO HEIGHT -  1408.778 (meters)     4621.97  (feet) ADJUSTED
 KO0247  ______________________________________________________________________
 KO0247  GEOID HEIGHT    -        -19.619 (meters)                     GEOID18
 KO0247  DYNAMIC HEIGHT  -       1407.465 (meters)     4617.66  (feet) COMP
 KO0247  MODELED GRAVITY -    979,645.9   (mgal)                       NAVD 88
 KO0247
 KO0247  VERT ORDER      -  SECOND    CLASS 0
 KO0247
 KO0247.The horizontal coordinates were scaled from a map and have
 KO0247.an estimated accuracy of +/- 6 seconds.
 KO0247
 KO0247.The orthometric height was determined by differential leveling and
 KO0247.adjusted by the NATIONAL GEODETIC SURVEY
 KO0247.in June 1991.
 KO0247
 KO0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0247.GEOID18 height accuracy estimate available here.
 KO0247
 KO0247.Click photographs - Photos may exist for this station.
 KO0247
 KO0247.The dynamic height is computed by dividing the NAVD 88
 KO0247.geopotential number by the normal gravity value computed on the
 KO0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0247.degrees latitude (g = 980.6199 gals.).
 KO0247
 KO0247.The modeled gravity was interpolated from observed gravity values.
 KO0247
 KO0247;                    North         East    Units  Estimated Accuracy
 KO0247;SPC UT C     - 2,112,380.      404,720.      MT  (+/- 180 meters Scaled)
 KO0247
 KO0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ616557(NAD 83)
 KO0247
 KO0247                          SUPERSEDED SURVEY CONTROL
 KO0247
 KO0247  NGVD 29 (??/??/92) 1407.660  (m)         4618.30   (f) ADJ UNCH    2 0
 KO0247
 KO0247.Superseded values are not recommended for survey control.
 KO0247
 KO0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0247.See file dsdata.pdf to determine how the superseded data were derived.
 KO0247
 KO0247_MARKER: DB = BENCH MARK DISK
 KO0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0247_STAMPING: M 35 1934
 KO0247_MARK LOGO: CGS
 KO0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0247+STABILITY: SURFACE MOTION
 KO0247
 KO0247  HISTORY     - Date     Condition        Report By
 KO0247  HISTORY     - 1934     MONUMENTED       CGS
 KO0247
 KO0247                          STATION DESCRIPTION
 KO0247
 KO0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0247'1.9 MI W FROM DELTA.
 KO0247'ABOUT 1.9 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE COMMUNITY BUILDING
 KO0247'AT DELTA, MILLARD COUNTY, ABOUT 290 FEET NORTH OF THE JOE PETERSON
 KO0247'FARMHOUSE, 45 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT
 KO0247'EAST OF A FENCE.  A STANDARD DISK, STAMPED M 35 1934 AND SET IN THE
 KO0247'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0288 ***********************************************************************
 HO0288  DESIGNATION -  M 359
 HO0288  PID         -  HO0288
 HO0288  STATE/COUNTY-  UT/WASHINGTON
 HO0288  COUNTRY     -  US
 HO0288  USGS QUAD   -  SAINT GEORGE (2017)
 HO0288
 HO0288                         *CURRENT SURVEY CONTROL
 HO0288  ______________________________________________________________________
 HO0288* NAD 83(1986) POSITION- 37 01 34.     (N) 113 36 47.     (W)   SCALED
 HO0288* NAVD 88 ORTHO HEIGHT -   779.947 (meters)     2558.88  (feet) POSTED
 HO0288  ______________________________________________________________________
 HO0288  GEOID HEIGHT    -        -24.703 (meters)                     GEOID18
 HO0288  DYNAMIC HEIGHT  -        779.16  (meters)     2556.3   (feet) COMP
 HO0288  MODELED GRAVITY -    979,599.1   (mgal)                       NAVD 88
 HO0288
 HO0288  VERT ORDER      -  * POSTED, SEE BELOW
 HO0288
 HO0288.The horizontal coordinates were scaled from a map and have
 HO0288.an estimated accuracy of +/- 6 seconds.
 HO0288
 HO0288.The orthometric height was determined by differential leveling
 HO0288.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0288
 HO0288.* This is a POSTED BENCH MARK height.
 HO0288
 HO0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0288.GEOID18 height accuracy estimate available here.
 HO0288
 HO0288.Click photographs - Photos may exist for this station.
 HO0288
 HO0288.The dynamic height is computed by dividing the NAVD 88
 HO0288.geopotential number by the normal gravity value computed on the
 HO0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0288.degrees latitude (g = 980.6199 gals.).
 HO0288
 HO0288.The modeled gravity was interpolated from observed gravity values.
 HO0288
 HO0288;                    North         East    Units  Estimated Accuracy
 HO0288;SPC UT S     - 3,042,020.      311,990.      MT  (+/- 180 meters Scaled)
 HO0288
 HO0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG675009(NAD 83)
 HO0288
 HO0288                          SUPERSEDED SURVEY CONTROL
 HO0288
 HO0288  NGVD 29 (??/??/92)  779.130  (m)         2556.20   (f) ADJ UNCH    2 0
 HO0288
 HO0288.Superseded values are not recommended for survey control.
 HO0288
 HO0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0288.See file dsdata.pdf to determine how the superseded data were derived.
 HO0288
 HO0288_MARKER: DB = BENCH MARK DISK
 HO0288_SETTING: 66 = SET IN ROCK OUTCROP
 HO0288_STAMPING: M 359 1960
 HO0288_MARK LOGO: CGS
 HO0288_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0288+STABILITY: POSITION/ELEVATION WELL
 HO0288
 HO0288  HISTORY     - Date     Condition        Report By
 HO0288  HISTORY     - 1960     MONUMENTED       CGS
 HO0288  HISTORY     - 1979     MARK NOT FOUND   USGS
 HO0288
 HO0288                          STATION DESCRIPTION
 HO0288
 HO0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HO0288'10.2 MI S FROM ST GEORGE.
 HO0288'0.8 MILES EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ON TABERNACLE
 HO0288'STREET, THENCE 3.5 MILES SOUTHEAST ON A BLACKTOP ROAD TO A Y-FORK,
 HO0288'THENCE 1.5 MILES SOUTH AND WEST ON GRAVEL AND BLACKTOP ROAD TO A
 HO0288'Y-FORK, THENCE 4.4 MILES WEST AND SOUTH ON A TRACK ROAD UNTIL COMING
 HO0288'TO ANOTHER Y-FORK, TAKE FORK LEADING WEST ON DIM TRACK ROAD TO THE
 HO0288'MARK, 100 FEET EAST OF WHERE THE ROAD CROSSES A LARGE WASH, 36 FEET
 HO0288'EAST OF THE CENTER OF A TRACK ROAD, SET IN THE TOP OF A 3 X 3 FEET
 HO0288'BLACKROCK PROJECTING 8 INCHES.
 HO0288
 HO0288                          STATION RECOVERY (1979)
 HO0288
 HO0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HO0288'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0502 ***********************************************************************
 JN0502  DESIGNATION -  M 36 RESET
 JN0502  PID         -  JN0502
 JN0502  STATE/COUNTY-  UT/SEVIER
 JN0502  COUNTRY     -  US
 JN0502  USGS QUAD   -  JOHNS PEAK (2017)
 JN0502
 JN0502                         *CURRENT SURVEY CONTROL
 JN0502  ______________________________________________________________________
 JN0502* NAD 83(1986) POSITION- 38 38 46.     (N) 111 26 14.     (W)   SCALED
 JN0502* NAVD 88 ORTHO HEIGHT -  2451.70  (meters)     8043.6   (feet) RESET
 JN0502  ______________________________________________________________________
 JN0502  GEOID HEIGHT    -        -17.641 (meters)                     GEOID18
 JN0502  VERT ORDER      -  THIRD
 JN0502
 JN0502.The horizontal coordinates were scaled from a map and have
 JN0502.an estimated accuracy of +/- 6 seconds.
 JN0502
 JN0502.The orthometric height was computed from unverified reset data.
 JN0502
 JN0502.No vertical observational check was made to the station.
 JN0502
 JN0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0502.GEOID18 height accuracy estimate available here.
 JN0502
 JN0502.Click photographs - Photos may exist for this station.
 JN0502
 JN0502;                    North         East    Units  Estimated Accuracy
 JN0502;SPC UT C     - 2,034,730.      505,470.      MT  (+/- 180 meters Scaled)
 JN0502
 JN0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH619775(NAD 83)
 JN0502
 JN0502                          SUPERSEDED SURVEY CONTROL
 JN0502
 JN0502  NGVD 29 (07/25/12) 2450.30   (m)         8039.0    (f) RESET       3  
 JN0502
 JN0502.Superseded values are not recommended for survey control.
 JN0502
 JN0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0502.See file dsdata.pdf to determine how the superseded data were derived.
 JN0502
 JN0502_MARKER: DV = VERTICAL CONTROL DISK
 JN0502_SETTING: 0 = UNSPECIFIED SETTING
 JN0502_STAMPING: M 36 RESET 1986
 JN0502_MARK LOGO: NGS
 JN0502_MAGNETIC: N = NO MAGNETIC MATERIAL
 JN0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0502
 JN0502  HISTORY     - Date     Condition        Report By
 JN0502  HISTORY     - 1986     MONUMENTED       FHWA
 JN0502
 JN0502                          STATION DESCRIPTION
 JN0502
 JN0502'DESCRIBED BY FEDERAL HIGHWAY ADMINISTRATION 1986
 JN0502'24.5 MILES (39.4 KM) NORTH ALONG STATE HIGHWAY 72 FROM THE LOA
 JN0502'MERCANTLE COMPANY IN LOA, 90 FEET (27.4 M) EAST OF EAST END OF AN
 JN0502'S-CURVE, NE 75.0 FEET (22.9 M) FROM ORIGINAL MARK, EAST 17.0 FEET
 JN0502'(5.2 M) FROM EXISTING FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0345 ***********************************************************************
 HO0345  DESIGNATION -  M 364
 HO0345  PID         -  HO0345
 HO0345  STATE/COUNTY-  UT/WASHINGTON
 HO0345  COUNTRY     -  US
 HO0345  USGS QUAD   -  HARRISBURG JUNCTION (2017)
 HO0345
 HO0345                         *CURRENT SURVEY CONTROL
 HO0345  ______________________________________________________________________
 HO0345* NAD 83(1986) POSITION- 37 10 01.     (N) 113 22 35.     (W)   SCALED
 HO0345* NAVD 88 ORTHO HEIGHT -   883.080 (meters)     2897.24  (feet) ADJUSTED
 HO0345  ______________________________________________________________________
 HO0345  GEOID HEIGHT    -        -23.981 (meters)                     GEOID18
 HO0345  DYNAMIC HEIGHT  -        882.175 (meters)     2894.27  (feet) COMP
 HO0345  MODELED GRAVITY -    979,578.3   (mgal)                       NAVD 88
 HO0345  OBS GRAVITY     -    979,576.3   (mgal)                       GRAV_OBS
 HO0345
 HO0345  VERT ORDER      -  FIRST     CLASS II
 HO0345
 HO0345.The horizontal coordinates were scaled from a map and have
 HO0345.an estimated accuracy of +/- 6 seconds.
 HO0345
 HO0345.The orthometric height was determined by differential leveling and
 HO0345.adjusted by the NATIONAL GEODETIC SURVEY
 HO0345.in June 1991.
 HO0345
 HO0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0345.GEOID18 height accuracy estimate available here.
 HO0345
 HO0345.Click photographs - Photos may exist for this station.
 HO0345
 HO0345.The dynamic height is computed by dividing the NAVD 88
 HO0345.geopotential number by the normal gravity value computed on the
 HO0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0345.degrees latitude (g = 980.6199 gals.).
 HO0345
 HO0345.The modeled gravity was interpolated from observed gravity values.
 HO0345
 HO0345.The observed gravity was obtained from relative gravimeter ties
 HO0345.to the IGSN71 gravity network.
 HO0345
 HO0345;                    North         East    Units  Estimated Accuracy
 HO0345;SPC UT S     - 3,057,200.      333,360.      MT  (+/- 180 meters Scaled)
 HO0345
 HO0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG890160(NAD 83)
 HO0345
 HO0345                          SUPERSEDED SURVEY CONTROL
 HO0345
 HO0345.No superseded survey control is available for this station.
 HO0345
 HO0345_MARKER: DB = BENCH MARK DISK
 HO0345_SETTING: 66 = SET IN ROCK OUTCROP
 HO0345_STAMPING: M 364 1982
 HO0345_MARK LOGO: NGS
 HO0345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0345+STABILITY: POSITION/ELEVATION WELL
 HO0345
 HO0345  HISTORY     - Date     Condition        Report By
 HO0345  HISTORY     - 1982     MONUMENTED       NGS
 HO0345
 HO0345                          STATION DESCRIPTION
 HO0345
 HO0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0345'8.1 KM (5.0 MI) WEST FROM HURRICANE.
 HO0345'8.1 KM (5.05 MI) WEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF STATE
 HO0345'HIGHWAY 59 IN HURRICANE, IN TOP OF THE HIGHEST POINT OF A 2 BY 3 FOOT
 HO0345'DARK GRAY VOLCANIC BEDROCK PROJECTING 0.5 FOOT ABOVE THE GROUND, 1.8
 HO0345'KM (1.1 MI) EAST OF THE BRIDGE OVER THE VIRGIN RIVER, 0.65 KM (0.4 MI)
 HO0345'WEST OF MILEPOST 5, 0.35 KM (0.2 MI) EAST OF THE T JUNCTION OF BERRY
 HO0345'SPRINGS RANCH ROAD, 12.9 METERS (42.5 FT) NORTHWEST OF THE HIGHWAY
 HO0345'CENTERLINE, 29.2 METERS (96 FT) NORTH ACROSS THE HIGHWAY FROM THE
 HO0345'NORTHEAST END OF A SMALL SHORT VOLCANIC BEDROCK CUT, 125.2 METERS (412
 HO0345'FT) NORTHEAST OF THE NORTHEAST END OF A BEDROCK CUT.
 HO0345'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 HO0345'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0370 ***********************************************************************
 HO0370  DESIGNATION -  M 365
 HO0370  PID         -  HO0370
 HO0370  STATE/COUNTY-  UT/WASHINGTON
 HO0370  COUNTRY     -  US
 HO0370  USGS QUAD   -  SHIVWITS (2017)
 HO0370
 HO0370                         *CURRENT SURVEY CONTROL
 HO0370  ______________________________________________________________________
 HO0370* NAD 83(1986) POSITION- 37 10 01.5    (N) 113 46 42.5    (W)   HD_HELD2
 HO0370* NAVD 88 ORTHO HEIGHT -  1091.548 (meters)     3581.19  (feet) ADJUSTED
 HO0370  ______________________________________________________________________
 HO0370  GEOID HEIGHT    -        -24.472 (meters)                     GEOID18
 HO0370  DYNAMIC HEIGHT  -       1090.418 (meters)     3577.48  (feet) COMP
 HO0370  MODELED GRAVITY -    979,557.9   (mgal)                       NAVD 88
 HO0370
 HO0370  VERT ORDER      -  FIRST     CLASS II
 HO0370
 HO0370.The horizontal coordinates were established by autonomous hand held GPS
 HO0370.observations and have an estimated accuracy of +/- 10 meters.
 HO0370
 HO0370.The orthometric height was determined by differential leveling and
 HO0370.adjusted by the NATIONAL GEODETIC SURVEY
 HO0370.in June 1991.
 HO0370
 HO0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0370.GEOID18 height accuracy estimate available here.
 HO0370
 HO0370.Click photographs - Photos may exist for this station.
 HO0370
 HO0370.The dynamic height is computed by dividing the NAVD 88
 HO0370.geopotential number by the normal gravity value computed on the
 HO0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0370.degrees latitude (g = 980.6199 gals.).
 HO0370
 HO0370.The modeled gravity was interpolated from observed gravity values.
 HO0370
 HO0370;                    North         East    Units  Estimated Accuracy
 HO0370;SPC UT S     - 3,058,003.      297,652.      MT  (+/- 10 meters HH2 GPS)
 HO0370
 HO0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG5329817023(NAD 83)
 HO0370
 HO0370                          SUPERSEDED SURVEY CONTROL
 HO0370
 HO0370.No superseded survey control is available for this station.
 HO0370
 HO0370_MARKER: I = METAL ROD
 HO0370_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0370_STAMPING: M 365 1982
 HO0370_MARK LOGO: NGS
 HO0370_PROJECTION: FLUSH
 HO0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0370_ROD/PIPE-DEPTH: 1.5 meters
 HO0370
 HO0370  HISTORY     - Date     Condition        Report By
 HO0370  HISTORY     - 1982     MONUMENTED       NGS
 HO0370
 HO0370                          STATION DESCRIPTION
 HO0370
 HO0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0370'14.7 KM (9.2 MI) WEST FROM SANTA CLARA.
 HO0370'14.75 KM (9.2 MI) WEST ALONG OLD US HIGHWAY 91 FROM THE CHURCH OF
 HO0370'LATTER DAY SAINTS IN SANTA CLARA, AT THE CROSSING OF A NORTH-SOUTH DRY
 HO0370'WASH, 0.55 KM (0.35 MI) SOUTHWEST OF THE T JUNCTION OF A DIRT ROAD
 HO0370'LEADING NORTHWEST TO CAMP SPRINGS, 0.7 KM (0.4 MI) NORTHEAST OF THE T
 HO0370'JUNCTION OF A DIRT ROAD LEADING SOUTHEAST TO WHITMORE CANYON, 15.2
 HO0370'METERS (50 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 19.5 METERS (64
 HO0370'FT) EAST OF THE SOUTHEAST HEADWALL FOR A 4 BY 5 FOOT BOX CULVERT, 0.3
 HO0370'METER (1 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 HO0370'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0409 ***********************************************************************
 HO0409  DESIGNATION -  M 366
 HO0409  PID         -  HO0409
 HO0409  STATE/COUNTY-  UT/WASHINGTON
 HO0409  COUNTRY     -  US
 HO0409  USGS QUAD   -  SPRINGDALE WEST (2017)
 HO0409
 HO0409                         *CURRENT SURVEY CONTROL
 HO0409  ______________________________________________________________________
 HO0409* NAD 83(1986) POSITION- 37 10 06.20   (N) 113 06 04.16   (W)   HD_HELD1
 HO0409* NAVD 88 ORTHO HEIGHT -  1110.679 (meters)     3643.95  (feet) ADJUSTED
 HO0409  ______________________________________________________________________
 HO0409  GEOID HEIGHT    -        -22.946 (meters)                     GEOID18
 HO0409  DYNAMIC HEIGHT  -       1109.486 (meters)     3640.04  (feet) COMP
 HO0409  MODELED GRAVITY -    979,519.6   (mgal)                       NAVD 88
 HO0409
 HO0409  VERT ORDER      -  FIRST     CLASS II
 HO0409
 HO0409.The horizontal coordinates were determined by differentially corrected
 HO0409.hand held GPS observations or other comparable positioning techniques
 HO0409.and have an estimated accuracy of +/- 3 meters.
 HO0409
 HO0409.The orthometric height was determined by differential leveling and
 HO0409.adjusted by the NATIONAL GEODETIC SURVEY
 HO0409.in June 1991.
 HO0409
 HO0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0409.GEOID18 height accuracy estimate available here.
 HO0409
 HO0409.Click photographs - Photos may exist for this station.
 HO0409
 HO0409.The dynamic height is computed by dividing the NAVD 88
 HO0409.geopotential number by the normal gravity value computed on the
 HO0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0409.degrees latitude (g = 980.6199 gals.).
 HO0409
 HO0409.The modeled gravity was interpolated from observed gravity values.
 HO0409
 HO0409;                    North         East    Units  Estimated Accuracy
 HO0409;SPC UT S     - 3,056,900.4     357,799.1     MT  (+/- 3 meters HH1 GPS) 
 HO0409
 HO0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG1344915619(NAD 83)
 HO0409
 HO0409                          SUPERSEDED SURVEY CONTROL
 HO0409
 HO0409.No superseded survey control is available for this station.
 HO0409
 HO0409_MARKER: I = METAL ROD
 HO0409_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0409_STAMPING: M 366 1982
 HO0409_MARK LOGO: NGS
 HO0409_PROJECTION: FLUSH
 HO0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0409_ROD/PIPE-DEPTH: 4.2 meters
 HO0409
 HO0409  HISTORY     - Date     Condition        Report By
 HO0409  HISTORY     - 1982     MONUMENTED       NGS
 HO0409
 HO0409                          STATION DESCRIPTION
 HO0409
 HO0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0409'9.4 KM (5.9 MI) EAST FROM VIRGIN.
 HO0409'0.15 KM (0.1 MI) NORTH ALONG A PAVED ROAD FROM THE POST OFFICE IN
 HO0409'VIRGIN, THENCE 9.25 KM (5.8 MI) EAST ALONG STATE HIGHWAY 9, 1.75 KM
 HO0409'(1.1 MI) WEST OF THE CROSSING OF COAL PITS WASH, 0.15 KM (0.1 MI) WEST
 HO0409'OF MILEPOST 24, IN THE CENTER OF A SMALL FLAT AT THE BASE OF A NATURAL
 HO0409'CUT BANK, 9.1 METERS (30 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 HO0409'57.9 METERS (190 FT) NORTHEAST ACROSS THE HIGHWAY FROM A 36-INCH
 HO0409'COTTONWOOD TREE, 3.9 METERS (13 FT) SOUTHEAST OF THE BASE OF THE CUT
 HO0409'BANK.
 HO0409'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 HO0409'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0432 ***********************************************************************
 HO0432  DESIGNATION -  M 367
 HO0432  PID         -  HO0432
 HO0432  STATE/COUNTY-  UT/KANE
 HO0432  COUNTRY     -  US
 HO0432  USGS QUAD   -  MOUNT CARMEL (2017)
 HO0432
 HO0432                         *CURRENT SURVEY CONTROL
 HO0432  ______________________________________________________________________
 HO0432* NAD 83(1986) POSITION- 37 14 15.1    (N) 112 44 42.4    (W)   HD_HELD2
 HO0432* NAVD 88 ORTHO HEIGHT -  1738.741 (meters)     5704.52  (feet) ADJUSTED
 HO0432  ______________________________________________________________________
 HO0432  GEOID HEIGHT    -        -21.873 (meters)                     GEOID18
 HO0432  DYNAMIC HEIGHT  -       1736.684 (meters)     5697.77  (feet) COMP
 HO0432  MODELED GRAVITY -    979,385.9   (mgal)                       NAVD 88
 HO0432
 HO0432  VERT ORDER      -  FIRST     CLASS II
 HO0432
 HO0432.The horizontal coordinates were established by autonomous hand held GPS
 HO0432.observations and have an estimated accuracy of +/- 10 meters.
 HO0432
 HO0432.The orthometric height was determined by differential leveling and
 HO0432.adjusted by the NATIONAL GEODETIC SURVEY
 HO0432.in June 1991.
 HO0432
 HO0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0432.GEOID18 height accuracy estimate available here.
 HO0432
 HO0432.Click photographs - Photos may exist for this station.
 HO0432
 HO0432.The dynamic height is computed by dividing the NAVD 88
 HO0432.geopotential number by the normal gravity value computed on the
 HO0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0432.degrees latitude (g = 980.6199 gals.).
 HO0432
 HO0432.The modeled gravity was interpolated from observed gravity values.
 HO0432
 HO0432;                    North         East    Units  Estimated Accuracy
 HO0432;SPC UT S     - 3,064,092.      389,520.      MT  (+/- 10 meters HH2 GPS)
 HO0432
 HO0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG4520422649(NAD 83)
 HO0432
 HO0432                          SUPERSEDED SURVEY CONTROL
 HO0432
 HO0432.No superseded survey control is available for this station.
 HO0432
 HO0432_MARKER: I = METAL ROD
 HO0432_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0432_STAMPING: M 367 1983
 HO0432_MARK LOGO: NGS
 HO0432_PROJECTION: FLUSH
 HO0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0432_ROD/PIPE-DEPTH: 3.5 meters
 HO0432
 HO0432  HISTORY     - Date     Condition        Report By
 HO0432  HISTORY     - 1983     MONUMENTED       NGS
 HO0432
 HO0432                          STATION DESCRIPTION
 HO0432
 HO0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0432'33.8 KM (21.2 MI) EAST FROM SPRINGDALE.
 HO0432'33.85 KM (21.25 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF
 HO0432'LATTER DAY SAINTS IN SPRINGDALE, ON THE EAST CORNER OF AN INTERSECTION
 HO0432'OF A TRACK ROAD, 6.7 KM (4.2 MI) NORTHWEST OF MT. CARMEL JUNCTION,
 HO0432'1.05 KM (0.65 MI) NORTHWEST OF THE CROSSING OF MINERAL GULCH, 0.7 KM
 HO0432'(0.4 MI) SOUTHEAST OF MILEPOST 52, 29.5 METERS (97 FT) NORTHEAST OF
 HO0432'THE HIGHWAY CENTERLINE, 6.1 METERS (20 FT) SOUTHEAST OF THE SOUTHEAST
 HO0432'GATE POST FOR A PIPE GATE, 2.9 METERS (9.5 FT) NORTHWEST OF A BRACED
 HO0432'3-INCH IRON RIGHT OF WAY FENCE POST, 0.45 METER (1.5 FT) SOUTHWEST OF
 HO0432'THE RIGHT OF WAY FENCE.
 HO0432'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 HO0432'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0673 ***********************************************************************
 HN0673  DESIGNATION -  M 368
 HN0673  PID         -  HN0673
 HN0673  STATE/COUNTY-  UT/KANE
 HN0673  COUNTRY     -  US
 HN0673  USGS QUAD   -  BRIDGER POINT (2017)
 HN0673
 HN0673                         *CURRENT SURVEY CONTROL
 HN0673  ______________________________________________________________________
 HN0673* NAD 83(1986) POSITION- 37 06 15.4    (N) 111 51 12.3    (W)   HD_HELD2
 HN0673* NAVD 88 ORTHO HEIGHT -  1410.727 (meters)     4628.36  (feet) ADJUSTED
 HN0673  ______________________________________________________________________
 HN0673  GEOID HEIGHT    -        -22.794 (meters)                     GEOID18
 HN0673  DYNAMIC HEIGHT  -       1409.111 (meters)     4623.06  (feet) COMP
 HN0673  MODELED GRAVITY -    979,436.6   (mgal)                       NAVD 88
 HN0673
 HN0673  VERT ORDER      -  FIRST     CLASS II
 HN0673
 HN0673.The horizontal coordinates were established by autonomous hand held GPS
 HN0673.observations and have an estimated accuracy of +/- 10 meters.
 HN0673
 HN0673.The orthometric height was determined by differential leveling and
 HN0673.adjusted by the NATIONAL GEODETIC SURVEY
 HN0673.in June 1991.
 HN0673
 HN0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0673.GEOID18 height accuracy estimate available here.
 HN0673
 HN0673.Click photographs - Photos may exist for this station.
 HN0673
 HN0673.The dynamic height is computed by dividing the NAVD 88
 HN0673.geopotential number by the normal gravity value computed on the
 HN0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0673.degrees latitude (g = 980.6199 gals.).
 HN0673
 HN0673.The modeled gravity was interpolated from observed gravity values.
 HN0673
 HN0673;                    North         East    Units  Estimated Accuracy
 HN0673;SPC UT S     - 3,048,627.      468,584.      MT  (+/- 10 meters HH2 GPS)
 HN0673
 HN0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG2416906781(NAD 83)
 HN0673
 HN0673                          SUPERSEDED SURVEY CONTROL
 HN0673
 HN0673.No superseded survey control is available for this station.
 HN0673
 HN0673_MARKER: DV = VERTICAL CONTROL DISK
 HN0673_SETTING: 66 = SET IN ROCK OUTCROP
 HN0673_STAMPING: M 368 1983
 HN0673_MARK LOGO: NGS
 HN0673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0673+STABILITY: POSITION/ELEVATION WELL
 HN0673
 HN0673  HISTORY     - Date     Condition        Report By
 HN0673  HISTORY     - 1983     MONUMENTED       NGS
 HN0673
 HN0673                          STATION DESCRIPTION
 HN0673
 HN0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HN0673'42.0 KM (26.2 MI) WEST FROM PAGE AZ.
 HN0673'42.0 KM (26.25 MI) WEST ALONG US HIGHWAY 89 FROM THE SOUTHWEST END OF
 HN0673'THE GLEN CANYON BRIDGE IN PAGE AZ, IN TOP OF THE EAST EDGE OF AN 11-
 HN0673'BY 19-FOOT PORTION OF SANDSTONE BEDROCK FLUSH WITH THE SURFACE OF THE
 HN0673'GROUND IN THE BASE OF THE EAST SLOPE OF A SHALLOW RAVINE, 0.2 KM
 HN0673'(0.12 MI) WEST OF MILEPOST 18, 28.5 METERS (93.5 FT) SOUTH OF THE
 HN0673'HIGHWAY CENTERLINE, 14.6 METERS (48 FT) NORTH OF THE RIGHT OF WAY
 HN0673'FENCE, 29.5 METERS (97 FT) EAST-SOUTHEAST OF THE SOUTH END OF A
 HN0673'24-INCH CORRUGATED METAL PIPE CULVERT.
 HN0673'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 HN0673'THE MARK IS 2.7 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0408 ***********************************************************************
 JO0408  DESIGNATION -  M 369
 JO0408  PID         -  JO0408
 JO0408  STATE/COUNTY-  UT/IRON
 JO0408  COUNTRY     -  US
 JO0408  USGS QUAD   -  DRY WILLOW PEAK (2017)
 JO0408
 JO0408                         *CURRENT SURVEY CONTROL
 JO0408  ______________________________________________________________________
 JO0408* NAD 83(1986) POSITION- 38 03 02.     (N) 112 58 53.     (W)   SCALED
 JO0408* NAVD 88 ORTHO HEIGHT -  1961.817 (meters)     6436.39  (feet) ADJUSTED
 JO0408  ______________________________________________________________________
 JO0408  GEOID HEIGHT    -        -21.131 (meters)                     GEOID18
 JO0408  DYNAMIC HEIGHT  -       1959.557 (meters)     6428.98  (feet) COMP
 JO0408  MODELED GRAVITY -    979,407.1   (mgal)                       NAVD 88
 JO0408
 JO0408  VERT ORDER      -  FIRST     CLASS II
 JO0408
 JO0408.The horizontal coordinates were scaled from a map and have
 JO0408.an estimated accuracy of +/- 6 seconds.
 JO0408
 JO0408.The orthometric height was determined by differential leveling and
 JO0408.adjusted by the NATIONAL GEODETIC SURVEY
 JO0408.in June 1991.
 JO0408
 JO0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0408.GEOID18 height accuracy estimate available here.
 JO0408
 JO0408.Click photographs - Photos may exist for this station.
 JO0408
 JO0408.The dynamic height is computed by dividing the NAVD 88
 JO0408.geopotential number by the normal gravity value computed on the
 JO0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0408.degrees latitude (g = 980.6199 gals.).
 JO0408
 JO0408.The modeled gravity was interpolated from observed gravity values.
 JO0408
 JO0408;                    North         East    Units  Estimated Accuracy
 JO0408;SPC UT S     - 3,154,620.      369,990.      MT  (+/- 180 meters Scaled)
 JO0408
 JO0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH261132(NAD 83)
 JO0408
 JO0408                          SUPERSEDED SURVEY CONTROL
 JO0408
 JO0408.No superseded survey control is available for this station.
 JO0408
 JO0408_MARKER: I = METAL ROD
 JO0408_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JO0408+WITH SETTING: INFORMATION.
 JO0408_STAMPING: M 369 1984
 JO0408_MARK LOGO: NGS
 JO0408_PROJECTION: FLUSH
 JO0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0408_ROD/PIPE-DEPTH: 1.5 meters
 JO0408
 JO0408  HISTORY     - Date     Condition        Report By
 JO0408  HISTORY     - 1984     MONUMENTED       NGS
 JO0408
 JO0408                          STATION DESCRIPTION
 JO0408
 JO0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0408'20.5 KM (12.8 MI) SOUTH FROM MINERSVILLE.
 JO0408'20.49 KM (12.79 MI) SOUTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 JO0408'AT MINERSVILLE, AT THE CREST OF A SLIGHT GRADE, 0.42 KM (0.26 MI)
 JO0408'NORTHEAST OF MILEPOST 29, 27.6 METERS (90.5 FT) NORTHWEST OF THE
 JO0408'HIGHWAY CENTERLINE AND 27.7 METERS (91 FT) NORTHEAST OF A HIGHWAY
 JO0408'CURVE SIGN.
 JO0408'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 JO0408'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0312 ***********************************************************************
 JN0312  DESIGNATION -  M 37
 JN0312  PID         -  JN0312
 JN0312  STATE/COUNTY-  UT/SEVIER
 JN0312  COUNTRY     -  US
 JN0312  USGS QUAD   -  AURORA (2017)
 JN0312
 JN0312                         *CURRENT SURVEY CONTROL
 JN0312  ______________________________________________________________________
 JN0312* NAD 83(1986) POSITION- 38 52 53.70   (N) 111 57 14.88   (W)   HD_HELD1
 JN0312* NAVD 88 ORTHO HEIGHT -  1588.698 (meters)     5212.25  (feet) ADJUSTED
 JN0312  ______________________________________________________________________
 JN0312  GEOID HEIGHT    -        -18.740 (meters)                     GEOID18
 JN0312  DYNAMIC HEIGHT  -       1587.021 (meters)     5206.75  (feet) COMP
 JN0312  MODELED GRAVITY -    979,517.2   (mgal)                       NAVD 88
 JN0312
 JN0312  VERT ORDER      -  SECOND    CLASS 0
 JN0312
 JN0312.The horizontal coordinates were determined by differentially corrected
 JN0312.hand held GPS observations or other comparable positioning techniques
 JN0312.and have an estimated accuracy of +/- 3 meters.
 JN0312
 JN0312.The orthometric height was determined by differential leveling and
 JN0312.adjusted by the NATIONAL GEODETIC SURVEY
 JN0312.in June 1991.
 JN0312
 JN0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0312.GEOID18 height accuracy estimate available here.
 JN0312
 JN0312.Click photographs - Photos may exist for this station.
 JN0312
 JN0312.The dynamic height is computed by dividing the NAVD 88
 JN0312.geopotential number by the normal gravity value computed on the
 JN0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0312.degrees latitude (g = 980.6199 gals.).
 JN0312
 JN0312.The modeled gravity was interpolated from observed gravity values.
 JN0312
 JN0312;                    North         East    Units  Estimated Accuracy
 JN0312;SPC UT C     - 2,060,968.1     460,593.3     MT  (+/- 3 meters HH1 GPS) 
 JN0312
 JN0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ1724104068(NAD 83)
 JN0312
 JN0312                          SUPERSEDED SURVEY CONTROL
 JN0312
 JN0312  NGVD 29 (??/??/92) 1587.499  (m)         5208.32   (f) ADJ UNCH    2 0
 JN0312
 JN0312.Superseded values are not recommended for survey control.
 JN0312
 JN0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0312.See file dsdata.pdf to determine how the superseded data were derived.
 JN0312
 JN0312_MARKER: DB = BENCH MARK DISK
 JN0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0312_STAMPING: M 37 1934
 JN0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0312+STABILITY: SURFACE MOTION
 JN0312
 JN0312  HISTORY     - Date     Condition        Report By
 JN0312  HISTORY     - 1934     MONUMENTED       CGS
 JN0312  HISTORY     - 1963     GOOD             USGS
 JN0312
 JN0312                          STATION DESCRIPTION
 JN0312
 JN0312'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 JN0312'2.9 MI N FROM SIGURD.
 JN0312'2.9 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JN0312'THE STATION AT SIGURD, SEVIER COUNTY, ABOUT 193 FEET NORTH OF THE
 JN0312'STATION SIGNBOARD AT KANE, ABOUT 202 FEET NORTHEAST OF THE GUNNISON
 JN0312'SUGAR CO. BEET DUMP, 49 FEET EAST OF THE CENTER LINE OF THE TRACK, AND
 JN0312'7 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED M 37
 JN0312'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0565 ***********************************************************************
 MR0565  DESIGNATION -  M 370
 MR0565  PID         -  MR0565
 MR0565  STATE/COUNTY-  UT/MORGAN
 MR0565  COUNTRY     -  US
 MR0565  USGS QUAD   -  MORGAN (2017)
 MR0565
 MR0565                         *CURRENT SURVEY CONTROL
 MR0565  ______________________________________________________________________
 MR0565* NAD 83(1986) POSITION- 41 02 45.     (N) 111 40 30.     (W)   SCALED
 MR0565* NAVD 88 ORTHO HEIGHT -  1546.434 (meters)     5073.59  (feet) ADJUSTED
 MR0565  ______________________________________________________________________
 MR0565  GEOID HEIGHT    -        -16.157 (meters)                     GEOID18
 MR0565  DYNAMIC HEIGHT  -       1545.143 (meters)     5069.36  (feet) COMP
 MR0565  MODELED GRAVITY -    979,735.5   (mgal)                       NAVD 88
 MR0565
 MR0565  VERT ORDER      -  FIRST     CLASS II
 MR0565
 MR0565.The horizontal coordinates were scaled from a map and have
 MR0565.an estimated accuracy of +/- 6 seconds.
 MR0565
 MR0565.The orthometric height was determined by differential leveling and
 MR0565.adjusted by the NATIONAL GEODETIC SURVEY
 MR0565.in June 1991.
 MR0565
 MR0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0565.GEOID18 height accuracy estimate available here.
 MR0565
 MR0565.Click photographs - Photos may exist for this station.
 MR0565
 MR0565.The dynamic height is computed by dividing the NAVD 88
 MR0565.geopotential number by the normal gravity value computed on the
 MR0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0565.degrees latitude (g = 980.6199 gals.).
 MR0565
 MR0565.The modeled gravity was interpolated from observed gravity values.
 MR0565
 MR0565;                    North         East    Units  Estimated Accuracy
 MR0565;SPC UT N     - 1,079,140.      485,290.      MT  (+/- 180 meters Scaled)
 MR0565
 MR0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL432440(NAD 83)
 MR0565
 MR0565                          SUPERSEDED SURVEY CONTROL
 MR0565
 MR0565  NGVD 29 (06/08/92) 1545.325  (m)         5069.95   (f) ADJUSTED    1 2
 MR0565
 MR0565.Superseded values are not recommended for survey control.
 MR0565
 MR0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0565.See file dsdata.pdf to determine how the superseded data were derived.
 MR0565
 MR0565_MARKER: DB = BENCH MARK DISK
 MR0565_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MR0565_SP_SET: PIER
 MR0565_STAMPING: M 370 1983
 MR0565_MARK LOGO: NGS
 MR0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0565+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2004
 MR0565
 MR0565  HISTORY     - Date     Condition        Report By
 MR0565  HISTORY     - 1983     MONUMENTED       NGS
 MR0565  HISTORY     - 20030815 GOOD             INDIV
 MR0565  HISTORY     - 20040818 GOOD             USPSQD
 MR0565
 MR0565                          STATION DESCRIPTION
 MR0565
 MR0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0565'IN MORGAN.
 MR0565'AT THE JUNCTION OF THE UNION PACIFIC RAILROAD AND STATE HIGHWAY 66 IN
 MR0565'MORGAN, IN TOP OF AND 0.7 METERS (2.3 FT) NORTHEAST OF THE SOUTHWEST
 MR0565'END OF THE SOUTHEAST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER
 MR0565'968.30 OVER THE HIGHWAY, 7.2 METERS (23.6 FT) SOUTHEAST OF THE
 MR0565'CENTERLINE OF THE HIGHWAY, AND 2.0 METERS (6.6 FT) SOUTHWEST OF THE
 MR0565'NEAR RAIL.
 MR0565'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 MR0565
 MR0565                          STATION RECOVERY (2003)
 MR0565
 MR0565'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RW)
 MR0565'RECOVERED IN GOOD CONDITION.
 MR0565
 MR0565                          STATION RECOVERY (2004)
 MR0565
 MR0565'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM)
 MR0565'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0525 ***********************************************************************
 MR0525  DESIGNATION -  M 371
 MR0525  PID         -  MR0525
 MR0525  STATE/COUNTY-  UT/WEBER
 MR0525  COUNTRY     -  US
 MR0525  USGS QUAD   -  OGDEN (2017)
 MR0525
 MR0525                         *CURRENT SURVEY CONTROL
 MR0525  ______________________________________________________________________
 MR0525* NAD 83(1986) POSITION- 41 10 21.     (N) 111 59 35.     (W)   SCALED
 MR0525* NAVD 88 ORTHO HEIGHT -  1333.404 (meters)     4374.68  (feet) ADJUSTED
 MR0525  ______________________________________________________________________
 MR0525  GEOID HEIGHT    -        -16.818 (meters)                     GEOID18
 MR0525  DYNAMIC HEIGHT  -       1332.373 (meters)     4371.29  (feet) COMP
 MR0525  MODELED GRAVITY -    979,804.8   (mgal)                       NAVD 88
 MR0525
 MR0525  VERT ORDER      -  FIRST     CLASS II
 MR0525
 MR0525.The horizontal coordinates were scaled from a map and have
 MR0525.an estimated accuracy of +/- 6 seconds.
 MR0525
 MR0525.The orthometric height was determined by differential leveling and
 MR0525.adjusted by the NATIONAL GEODETIC SURVEY
 MR0525.in June 1991.
 MR0525
 MR0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0525.GEOID18 height accuracy estimate available here.
 MR0525
 MR0525.Click photographs - Photos may exist for this station.
 MR0525
 MR0525.The dynamic height is computed by dividing the NAVD 88
 MR0525.geopotential number by the normal gravity value computed on the
 MR0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0525.degrees latitude (g = 980.6199 gals.).
 MR0525
 MR0525.The modeled gravity was interpolated from observed gravity values.
 MR0525
 MR0525;                    North         East    Units  Estimated Accuracy
 MR0525;SPC UT N     - 1,093,310.      458,630.      MT  (+/- 180 meters Scaled)
 MR0525
 MR0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL167583(NAD 83)
 MR0525
 MR0525                          SUPERSEDED SURVEY CONTROL
 MR0525
 MR0525  NGVD 29 (06/08/92) 1332.384  (m)         4371.33   (f) ADJUSTED    1 2
 MR0525
 MR0525.Superseded values are not recommended for survey control.
 MR0525
 MR0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0525.See file dsdata.pdf to determine how the superseded data were derived.
 MR0525
 MR0525_MARKER: I = METAL ROD
 MR0525_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0525_STAMPING: M 371 1983
 MR0525_MARK LOGO: NGS
 MR0525_PROJECTION: FLUSH
 MR0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0525_ROD/PIPE-DEPTH: 11.3 meters
 MR0525
 MR0525  HISTORY     - Date     Condition        Report By
 MR0525  HISTORY     - 1983     MONUMENTED       NGS
 MR0525  HISTORY     - 20050605 MARK NOT FOUND   USPSQD
 MR0525
 MR0525                          STATION DESCRIPTION
 MR0525
 MR0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0525'5.6 KM (3.5 MI) SOUTH FROM OGDEN.
 MR0525'5.6 KM (3.5 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0525'STATION IN OGDEN, 9.4 METERS (30.8 FT) SOUTH OF THE CENTER OF THE EAST
 MR0525'END OF THE SOUTH 1 OF 2 PIPE CULVERTS, 8.2 METERS (26.9 FT) EAST OF
 MR0525'THE NEAR RAIL, 6.2 METERS (20.3 FT) WEST OF A FENCE, AND 1.2 METERS
 MR0525'(3.9 FT) SOUTH OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 MR0525'THROUGH A 5-INCH LOGO CAP.
 MR0525'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 MR0525'THE MARK IS 0.5 M BELOW THE TRACKS.
 MR0525
 MR0525                          STATION RECOVERY (2005)
 MR0525
 MR0525'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 MR0525'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0352 ***********************************************************************
 HM0352  DESIGNATION -  M 372
 HM0352  PID         -  HM0352
 HM0352  STATE/COUNTY-  UT/SAN JUAN
 HM0352  COUNTRY     -  US
 HM0352  USGS QUAD   -  BLUFF (2017)
 HM0352
 HM0352                         *CURRENT SURVEY CONTROL
 HM0352  ______________________________________________________________________
 HM0352* NAD 83(1986) POSITION- 37 20 23.6    (N) 109 31 12.8    (W)   HD_HELD2
 HM0352* NAVD 88 ORTHO HEIGHT -  1461.078 (meters)     4793.55  (feet) ADJUSTED
 HM0352  ______________________________________________________________________
 HM0352  GEOID HEIGHT    -        -20.811 (meters)                     GEOID18
 HM0352  DYNAMIC HEIGHT  -       1459.431 (meters)     4788.15  (feet) COMP
 HM0352  MODELED GRAVITY -    979,452.5   (mgal)                       NAVD 88
 HM0352
 HM0352  VERT ORDER      -  FIRST     CLASS II
 HM0352
 HM0352.The horizontal coordinates were established by autonomous hand held GPS
 HM0352.observations and have an estimated accuracy of +/- 10 meters.
 HM0352
 HM0352.The orthometric height was determined by differential leveling and
 HM0352.adjusted by the NATIONAL GEODETIC SURVEY
 HM0352.in June 1991.
 HM0352
 HM0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0352.GEOID18 height accuracy estimate available here.
 HM0352
 HM0352.Click photographs - Photos may exist for this station.
 HM0352
 HM0352.The dynamic height is computed by dividing the NAVD 88
 HM0352.geopotential number by the normal gravity value computed on the
 HM0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0352.degrees latitude (g = 980.6199 gals.).
 HM0352
 HM0352.The modeled gravity was interpolated from observed gravity values.
 HM0352
 HM0352;                    North         East    Units  Estimated Accuracy
 HM0352;SPC UT S     - 3,076,573.      675,419.      MT  (+/- 10 meters HH2 GPS)
 HM0352
 HM0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3108033605(NAD 83)
 HM0352
 HM0352                          SUPERSEDED SURVEY CONTROL
 HM0352
 HM0352.No superseded survey control is available for this station.
 HM0352
 HM0352_MARKER: I = METAL ROD
 HM0352_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HM0352_STAMPING: M 372 1983
 HM0352_MARK LOGO: NGS
 HM0352_PROJECTION: FLUSH
 HM0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0352+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2010
 HM0352_ROD/PIPE-DEPTH: 6.1 meters
 HM0352
 HM0352  HISTORY     - Date     Condition        Report By
 HM0352  HISTORY     - 1983     MONUMENTED       NGS
 HM0352  HISTORY     - 20100202 GOOD             GEOCAC
 HM0352
 HM0352                          STATION DESCRIPTION
 HM0352
 HM0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0352'7.9 KM (4.9 MI) NE FROM BLUFF.
 HM0352'7.9 KM (4.9 FT) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0352'OFFICE IN BLUFF, 1.2 KM (0.75 MI) SOUTH OF A POWER LINE CROSSING,
 HM0352'0.2 KM (0.1 MI) NORTH OF MILEPOST 30, 32.3 METERS (106.0 FT) WEST OF
 HM0352'THE CENTERLINE OF THE HIGHWAY, AND 26.8 METERS (87.9 FT) SOUTHEAST OF
 HM0352'A UTILITY POLE, 25.9 METERS (85.0 FT) NORTHWEST OF UTILITY POLE NUMBER
 HM0352'235, AND 4.9 METERS (16.1 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE.
 HM0352'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HM0352'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 HM0352'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HM0352
 HM0352                          STATION RECOVERY (2010)
 HM0352
 HM0352'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HM0352'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0376 ***********************************************************************
 HM0376  DESIGNATION -  M 373
 HM0376  PID         -  HM0376
 HM0376  STATE/COUNTY-  UT/SAN JUAN
 HM0376  COUNTRY     -  US
 HM0376  USGS QUAD   -  MEXICAN HAT (2017)
 HM0376
 HM0376                         *CURRENT SURVEY CONTROL
 HM0376  ______________________________________________________________________
 HM0376* NAD 83(1986) POSITION- 37 11 49.     (N) 109 51 52.     (W)   SCALED
 HM0376* NAVD 88 ORTHO HEIGHT -  1373.842 (meters)     4507.35  (feet) ADJUSTED
 HM0376  ______________________________________________________________________
 HM0376  GEOID HEIGHT    -        -20.844 (meters)                     GEOID18
 HM0376  DYNAMIC HEIGHT  -       1372.320 (meters)     4502.35  (feet) COMP
 HM0376  MODELED GRAVITY -    979,475.3   (mgal)                       NAVD 88
 HM0376
 HM0376  VERT ORDER      -  FIRST     CLASS II
 HM0376
 HM0376.The horizontal coordinates were scaled from a map and have
 HM0376.an estimated accuracy of +/- 6 seconds.
 HM0376
 HM0376.The orthometric height was determined by differential leveling and
 HM0376.adjusted by the NATIONAL GEODETIC SURVEY
 HM0376.in June 1991.
 HM0376
 HM0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0376.GEOID18 height accuracy estimate available here.
 HM0376
 HM0376.Click photographs - Photos may exist for this station.
 HM0376
 HM0376.The dynamic height is computed by dividing the NAVD 88
 HM0376.geopotential number by the normal gravity value computed on the
 HM0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0376.degrees latitude (g = 980.6199 gals.).
 HM0376
 HM0376.The modeled gravity was interpolated from observed gravity values.
 HM0376
 HM0376;                    North         East    Units  Estimated Accuracy
 HM0376;SPC UT S     - 3,060,120.      645,200.      MT  (+/- 180 meters Scaled)
 HM0376
 HM0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG007173(NAD 83)
 HM0376
 HM0376                          SUPERSEDED SURVEY CONTROL
 HM0376
 HM0376.No superseded survey control is available for this station.
 HM0376
 HM0376_MARKER: DV = VERTICAL CONTROL DISK
 HM0376_SETTING: 66 = SET IN ROCK OUTCROP
 HM0376_STAMPING: M 373 1983
 HM0376_MARK LOGO: NGS
 HM0376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0376+STABILITY: POSITION/ELEVATION WELL
 HM0376
 HM0376  HISTORY     - Date     Condition        Report By
 HM0376  HISTORY     - 1983     MONUMENTED       NGS
 HM0376
 HM0376                          STATION DESCRIPTION
 HM0376
 HM0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0376'5.9 KM (3.65 MI) NE FROM MEXICAN HAT.
 HM0376'5.9 KM (3.65 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0376'OFFICE IN MEXICAN HAT, 0.2 KM (0.1 MI) NORTH OF THE INTERSECTION OF
 HM0376'STATE HIGHWAY 261, IN THE CENTER OF A 4- BY 16-FOOT EXPOSED AREA OF
 HM0376'BEDROCK NEAR THE CENTER OF THE NORTHERN 1/2 OF A HIGHWAY CUT,
 HM0376'30.0 METERS (98.4 FT) SOUTH OF THE NORTH END OF THE CUT, 27.6 METERS
 HM0376'(90.6 FT) SOUTH OF THE WEST LEG OF A HIGHWAY INFORMATION SIGN (BLUFF
 HM0376'19 BLANDING 45), 16.1 METERS (52.8 FT) SOUTHEAST OF THE EAST LEG OF A
 HM0376'HIGHWAY INFORMATION SIGN (MEXICAN HAT GOOSENECKS), 12.9 METERS
 HM0376'(42.3 FT) NORTH OF MILEPOST 25, AND 8.0 METERS (26.2 FT) EAST OF THE
 HM0376'CENTERLINE OF THE HIGHWAY.
 HM0376'THE MARK IS 0.2 METERS  W FROM A WITNESS POST.
 HM0376'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0512 ***********************************************************************
 LN0512  DESIGNATION -  M 374
 LN0512  PID         -  LN0512
 LN0512  STATE/COUNTY-  UT/UINTAH
 LN0512  COUNTRY     -  US
 LN0512  USGS QUAD   -  NAPLES (2017)
 LN0512
 LN0512                         *CURRENT SURVEY CONTROL
 LN0512  ______________________________________________________________________
 LN0512* NAD 83(1986) POSITION- 40 25 34.     (N) 109 29 58.     (W)   SCALED
 LN0512* NAVD 88 ORTHO HEIGHT -  1596.803 (meters)     5238.84  (feet) ADJUSTED
 LN0512  ______________________________________________________________________
 LN0512  GEOID HEIGHT    -        -16.998 (meters)                     GEOID18
 LN0512  DYNAMIC HEIGHT  -       1595.338 (meters)     5234.04  (feet) COMP
 LN0512  MODELED GRAVITY -    979,652.8   (mgal)                       NAVD 88
 LN0512
 LN0512  VERT ORDER      -  FIRST     CLASS II
 LN0512
 LN0512.The horizontal coordinates were scaled from a map and have
 LN0512.an estimated accuracy of +/- 6 seconds.
 LN0512
 LN0512.The orthometric height was determined by differential leveling and
 LN0512.adjusted by the NATIONAL GEODETIC SURVEY
 LN0512.in June 1991.
 LN0512
 LN0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0512.GEOID18 height accuracy estimate available here.
 LN0512
 LN0512.Click photographs - Photos may exist for this station.
 LN0512
 LN0512.The dynamic height is computed by dividing the NAVD 88
 LN0512.geopotential number by the normal gravity value computed on the
 LN0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0512.degrees latitude (g = 980.6199 gals.).
 LN0512
 LN0512.The modeled gravity was interpolated from observed gravity values.
 LN0512
 LN0512;                    North         East    Units  Estimated Accuracy
 LN0512;SPC UT C     - 2,234,240.      669,750.      MT  (+/- 180 meters Scaled)
 LN0512
 LN0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK272761(NAD 83)
 LN0512
 LN0512                          SUPERSEDED SURVEY CONTROL
 LN0512
 LN0512.No superseded survey control is available for this station.
 LN0512
 LN0512_MARKER: I = METAL ROD
 LN0512_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0512_STAMPING: M 374 1984
 LN0512_MARK LOGO: NGS
 LN0512_PROJECTION: FLUSH
 LN0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0512_ROD/PIPE-DEPTH: 7.6 meters
 LN0512
 LN0512  HISTORY     - Date     Condition        Report By
 LN0512  HISTORY     - 1984     MONUMENTED       NGS
 LN0512
 LN0512                          STATION DESCRIPTION
 LN0512
 LN0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0512'IN NAPLES.
 LN0512'IN NAPLES, AT THE INTERSECTION OF U.S. HIGHWAY 40 AND 2000 SOUTH
 LN0512'STREET, 57.3 M (188.0 FT) SOUTH OF THE CENTER OF THE STREET, 15.4 M
 LN0512'(50.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2.4 M (7.9 FT)
 LN0512'SOUTH OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 LN0512'5-INCH LOGO CAP.
 LN0512'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 LN0512'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0475 ***********************************************************************
 HM0475  DESIGNATION -  M 374
 HM0475  PID         -  HM0475
 HM0475  STATE/COUNTY-  UT/SAN JUAN
 HM0475  COUNTRY     -  US
 HM0475  USGS QUAD   -  MCCRACKEN SPRING (2017)
 HM0475
 HM0475                         *CURRENT SURVEY CONTROL
 HM0475  ______________________________________________________________________
 HM0475* NAD 83(1986) POSITION- 37 26 04.     (N) 109 22 28.     (W)   SCALED
 HM0475* NAVD 88 ORTHO HEIGHT -  1593.851 (meters)     5229.16  (feet) ADJUSTED
 HM0475  ______________________________________________________________________
 HM0475  GEOID HEIGHT    -        -20.585 (meters)                     GEOID18
 HM0475  DYNAMIC HEIGHT  -       1592.025 (meters)     5223.17  (feet) COMP
 HM0475  MODELED GRAVITY -    979,428.5   (mgal)                       NAVD 88
 HM0475
 HM0475  VERT ORDER      -  FIRST     CLASS II
 HM0475
 HM0475.The horizontal coordinates were scaled from a map and have
 HM0475.an estimated accuracy of +/- 6 seconds.
 HM0475
 HM0475.The orthometric height was determined by differential leveling and
 HM0475.adjusted by the NATIONAL GEODETIC SURVEY
 HM0475.in June 1991.
 HM0475
 HM0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0475.GEOID18 height accuracy estimate available here.
 HM0475
 HM0475.Click photographs - Photos may exist for this station.
 HM0475
 HM0475.The dynamic height is computed by dividing the NAVD 88
 HM0475.geopotential number by the normal gravity value computed on the
 HM0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0475.degrees latitude (g = 980.6199 gals.).
 HM0475
 HM0475.The modeled gravity was interpolated from observed gravity values.
 HM0475
 HM0475;                    North         East    Units  Estimated Accuracy
 HM0475;SPC UT S     - 3,087,350.      688,100.      MT  (+/- 180 meters Scaled)
 HM0475
 HM0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG438443(NAD 83)
 HM0475
 HM0475                          SUPERSEDED SURVEY CONTROL
 HM0475
 HM0475.No superseded survey control is available for this station.
 HM0475
 HM0475_MARKER: DV = VERTICAL CONTROL DISK
 HM0475_SETTING: 66 = SET IN ROCK OUTCROP
 HM0475_STAMPING: M 374 1984
 HM0475_MARK LOGO: NGS
 HM0475_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0475+STABILITY: POSITION/ELEVATION WELL
 HM0475
 HM0475  HISTORY     - Date     Condition        Report By
 HM0475  HISTORY     - 1984     MONUMENTED       NGS
 HM0475
 HM0475                          STATION DESCRIPTION
 HM0475
 HM0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0475'27.7 KM (17.2 MI) NE FROM BLUFF.
 HM0475'18.2 KM (11.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0475'OFFICE IN BLUFF, THENCE 9.5 KM (5.9 MI) EASTERLY ALONG STATE HIGHWAY
 HM0475'262, NEAR THE NORTHWEST END OF A HIGHWAY CUT, NEAR THE EAST END OF A
 HM0475'30- BY 400-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 69.2 METERS
 HM0475'(227.0 FT) WEST-SOUTHWEST OF MILEPOST 6, 50.6 METERS (166.0 FT)
 HM0475'EAST-SOUTHEAST OF THE SOUTH END OF A 24-INCH METAL PIPE CULVERT,
 HM0475'29.3 METERS (96.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 HM0475'1.8 METERS (5.9 FT) WEST OF THE EAST END OF THE OUTCROP, AND 0.8 METER
 HM0475'(2.6 FT) NORTH OF A FENCE.
 HM0475'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0496 ***********************************************************************
 HO0496  DESIGNATION -  M 375
 HO0496  PID         -  HO0496
 HO0496  STATE/COUNTY-  UT/WASHINGTON
 HO0496  COUNTRY     -  US
 HO0496  USGS QUAD   -  KOLOB ARCH (2017)
 HO0496
 HO0496                         *CURRENT SURVEY CONTROL
 HO0496  ______________________________________________________________________
 HO0496* NAD 83(1986) POSITION- 37 22 54.     (N) 113 14 54.     (W)   SCALED
 HO0496* NAVD 88 ORTHO HEIGHT -  1377.784 (meters)     4520.28  (feet) ADJUSTED
 HO0496  ______________________________________________________________________
 HO0496  GEOID HEIGHT    -        -22.548 (meters)                     GEOID18
 HO0496  DYNAMIC HEIGHT  -       1376.255 (meters)     4515.26  (feet) COMP
 HO0496  MODELED GRAVITY -    979,473.3   (mgal)                       NAVD 88
 HO0496
 HO0496  VERT ORDER      -  FIRST     CLASS II
 HO0496
 HO0496.The horizontal coordinates were scaled from a map and have
 HO0496.an estimated accuracy of +/- 6 seconds.
 HO0496
 HO0496.The orthometric height was determined by differential leveling and
 HO0496.adjusted by the NATIONAL GEODETIC SURVEY
 HO0496.in June 1991.
 HO0496
 HO0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0496.GEOID18 height accuracy estimate available here.
 HO0496
 HO0496.Click photographs - Photos may exist for this station.
 HO0496
 HO0496.The dynamic height is computed by dividing the NAVD 88
 HO0496.geopotential number by the normal gravity value computed on the
 HO0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0496.degrees latitude (g = 980.6199 gals.).
 HO0496
 HO0496.The modeled gravity was interpolated from observed gravity values.
 HO0496
 HO0496;                    North         East    Units  Estimated Accuracy
 HO0496;SPC UT S     - 3,080,800.      345,170.      MT  (+/- 180 meters Scaled)
 HO0496
 HO0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG009395(NAD 83)
 HO0496
 HO0496                          SUPERSEDED SURVEY CONTROL
 HO0496
 HO0496.No superseded survey control is available for this station.
 HO0496
 HO0496_MARKER: DV = VERTICAL CONTROL DISK
 HO0496_SETTING: 66 = SET IN ROCK OUTCROP
 HO0496_STAMPING: M 375 1984
 HO0496_MARK LOGO: NGS
 HO0496_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0496+STABILITY: POSITION/ELEVATION WELL
 HO0496
 HO0496  HISTORY     - Date     Condition        Report By
 HO0496  HISTORY     - 1984     MONUMENTED       NGS
 HO0496
 HO0496                          STATION DESCRIPTION
 HO0496
 HO0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0496'17.0 KM (10.6 MI) NORTH FROM TOQUERVILLE.
 HO0496'4.83 KM (3.0 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 HO0496'TOQUERVILLE, THENCE 12.17 KM (7.56 MI) NORTHEAST ALONG INTERSTATE 15,
 HO0496'AT MILEPOST 35, IN TOP OF A 4 BY 5 FOOT PORTION OF ROUNDED VOLCANIC
 HO0496'OUTCROP PROJECTING 3 FEET ABOVE THE NORTH BANK OF A DRY WASH AND
 HO0496'OUTSIDE THE RIGHT OF WAY FENCE, 57.3 METERS (188 FT) WEST OF THE SOUTH
 HO0496'BOUND HIGHWAY CENTERLINE, 3.3 METERS (10 FT) WEST OF A FENCE AND
 HO0496'2.5 METERS (8 FT) NORTH OF THE CENTER OF THE WASH.
 HO0496'THE MARK IS 0.2 METERS  SE FROM A WITNESS POST.
 HO0496'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0464 ***********************************************************************
 HO0464  DESIGNATION -  M 376
 HO0464  PID         -  HO0464
 HO0464  STATE/COUNTY-  UT/IRON
 HO0464  COUNTRY     -  US
 HO0464  USGS QUAD   -  ENOCH (2017)
 HO0464
 HO0464                         *CURRENT SURVEY CONTROL
 HO0464  ______________________________________________________________________
 HO0464* NAD 83(1986) POSITION- 37 51 10.     (N) 113 02 00.     (W)   SCALED
 HO0464* NAVD 88 ORTHO HEIGHT -  1649.645 (meters)     5412.21  (feet) ADJUSTED
 HO0464  ______________________________________________________________________
 HO0464  GEOID HEIGHT    -        -21.609 (meters)                     GEOID18
 HO0464  DYNAMIC HEIGHT  -       1647.775 (meters)     5406.08  (feet) COMP
 HO0464  MODELED GRAVITY -    979,438.9   (mgal)                       NAVD 88
 HO0464  OBS GRAVITY     -    979,441.9   (mgal)                       GRAV_OBS
 HO0464
 HO0464  VERT ORDER      -  FIRST     CLASS II
 HO0464
 HO0464.The horizontal coordinates were scaled from a map and have
 HO0464.an estimated accuracy of +/- 6 seconds.
 HO0464
 HO0464.The orthometric height was determined by differential leveling and
 HO0464.adjusted by the NATIONAL GEODETIC SURVEY
 HO0464.in June 1991.
 HO0464
 HO0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0464.GEOID18 height accuracy estimate available here.
 HO0464
 HO0464.Click photographs - Photos may exist for this station.
 HO0464
 HO0464.The dynamic height is computed by dividing the NAVD 88
 HO0464.geopotential number by the normal gravity value computed on the
 HO0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0464.degrees latitude (g = 980.6199 gals.).
 HO0464
 HO0464.The modeled gravity was interpolated from observed gravity values.
 HO0464
 HO0464.The observed gravity was obtained from relative gravimeter ties
 HO0464.to the IGSN71 gravity network.
 HO0464
 HO0464;                    North         East    Units  Estimated Accuracy
 HO0464;SPC UT S     - 3,132,750.      365,070.      MT  (+/- 180 meters Scaled)
 HO0464
 HO0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG211914(NAD 83)
 HO0464
 HO0464                          SUPERSEDED SURVEY CONTROL
 HO0464
 HO0464.No superseded survey control is available for this station.
 HO0464
 HO0464_MARKER: DV = VERTICAL CONTROL DISK
 HO0464_SETTING: 66 = SET IN ROCK OUTCROP
 HO0464_STAMPING: M 376 1984
 HO0464_MARK LOGO: NGS
 HO0464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0464+STABILITY: POSITION/ELEVATION WELL
 HO0464
 HO0464  HISTORY     - Date     Condition        Report By
 HO0464  HISTORY     - 1984     MONUMENTED       NGS
 HO0464
 HO0464                          STATION DESCRIPTION
 HO0464
 HO0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0464'20.3 KM (12.6 MI) NORTH FROM CEDAR CITY.
 HO0464'20.23 KM (12.57 MI) NORTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 HO0464'AT CEDAR CITY, IN TOP OF THE NORTH EDGE OF A 5 BY 5 FOOT PORTION OF
 HO0464'VOLCANIC OUTCROP PROJECTING 1 FOOT ABOVE THE NORTHEAST END OF A ROCK
 HO0464'CUT, 0.22 KM (0.14 MI) SOUTHWEST OF MILEPOST 15, 6.4 METERS (21 FT)
 HO0464'SOUTHEAST OF THE HIGHWAY CENTERLINE AND 14.0 METERS (46 FT) NORTHWEST
 HO0464'OF AND 10 FEET BELOW THE RIGHT OF WAY FENCE.
 HO0464'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 HO0464'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0448 ***********************************************************************
 JO0448  DESIGNATION -  M 377 B CO
 JO0448  PID         -  JO0448
 JO0448  STATE/COUNTY-  UT/BEAVER
 JO0448  COUNTRY     -  US
 JO0448  USGS QUAD   -  FRISCO (2017)
 JO0448
 JO0448                         *CURRENT SURVEY CONTROL
 JO0448  ______________________________________________________________________
 JO0448* NAD 83(1986) POSITION- 38 27 12.     (N) 113 21 29.     (W)   SCALED
 JO0448* NAVD 88 ORTHO HEIGHT -  1536.555 (meters)     5041.18  (feet) ADJUSTED
 JO0448  ______________________________________________________________________
 JO0448  GEOID HEIGHT    -        -21.157 (meters)                     GEOID18
 JO0448  DYNAMIC HEIGHT  -       1534.949 (meters)     5035.91  (feet) COMP
 JO0448  MODELED GRAVITY -    979,530.1   (mgal)                       NAVD 88
 JO0448
 JO0448  VERT ORDER      -  FIRST     CLASS II
 JO0448
 JO0448.The horizontal coordinates were scaled from a map and have
 JO0448.an estimated accuracy of +/- 6 seconds.
 JO0448
 JO0448.The orthometric height was determined by differential leveling and
 JO0448.adjusted by the NATIONAL GEODETIC SURVEY
 JO0448.in June 1991.
 JO0448
 JO0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0448.GEOID18 height accuracy estimate available here.
 JO0448
 JO0448.Click photographs - Photos may exist for this station.
 JO0448
 JO0448.The dynamic height is computed by dividing the NAVD 88
 JO0448.geopotential number by the normal gravity value computed on the
 JO0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0448.degrees latitude (g = 980.6199 gals.).
 JO0448
 JO0448.The modeled gravity was interpolated from observed gravity values.
 JO0448
 JO0448;                    North         East    Units  Estimated Accuracy
 JO0448;SPC UT S     - 3,199,910.      337,820.      MT  (+/- 180 meters Scaled)
 JO0448
 JO0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH942587(NAD 83)
 JO0448
 JO0448                          SUPERSEDED SURVEY CONTROL
 JO0448
 JO0448.No superseded survey control is available for this station.
 JO0448
 JO0448_MARKER: I = METAL ROD
 JO0448_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0448_STAMPING: M 377 1984
 JO0448_MARK LOGO: NGS
 JO0448_PROJECTION: FLUSH
 JO0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0448_ROD/PIPE-DEPTH: 10.7 meters
 JO0448
 JO0448  HISTORY     - Date     Condition        Report By
 JO0448  HISTORY     - 1984     MONUMENTED       NGS
 JO0448
 JO0448                          STATION DESCRIPTION
 JO0448
 JO0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0448'33.8 KM (21.0 MI) NW FROM MILFORD.
 JO0448'32.25 KM (20.03 MI) NORTHWEST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION
 JO0448'WITH STATE HIGHWAY 257 AT MILFORD, THENCE 1.50 KM (0.93 MI) NORTHWEST
 JO0448'ALONG THE OLD HIGHWAY GRADE, IN LINE WITH A ROW OF TELEPHONE POLES
 JO0448'ALONG THE SOUTHWEST EDGE OF THE OLD HIGHWAY GRADE, 16.2 METERS (53 FT)
 JO0448'SOUTHWEST OF THE CENTER OF THE OLD HIGHWAY GRADE, 154.8 METERS
 JO0448'(508 FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 21 AND 1.0 METER
 JO0448'(3.3 FT) SOUTHEAST OF A TELEPHONE POLE.
 JO0448'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 JO0448'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0622 ***********************************************************************
 MS0622  DESIGNATION -  M 377 BE CO
 MS0622  PID         -  MS0622
 MS0622  STATE/COUNTY-  UT/BOX ELDER
 MS0622  COUNTRY     -  US
 MS0622  USGS QUAD   -  BLACK BUTTE (2017)
 MS0622
 MS0622                         *CURRENT SURVEY CONTROL
 MS0622  ______________________________________________________________________
 MS0622* NAD 83(1986) POSITION- 41 49 56.     (N) 113 09 29.     (W)   SCALED
 MS0622* NAVD 88 ORTHO HEIGHT -  1461.234 (meters)     4794.07  (feet) ADJUSTED
 MS0622  ______________________________________________________________________
 MS0622  GEOID HEIGHT    -        -15.230 (meters)                     GEOID18
 MS0622  DYNAMIC HEIGHT  -       1460.237 (meters)     4790.79  (feet) COMP
 MS0622  MODELED GRAVITY -    979,889.2   (mgal)                       NAVD 88
 MS0622
 MS0622  VERT ORDER      -  FIRST     CLASS II
 MS0622
 MS0622.The horizontal coordinates were scaled from a map and have
 MS0622.an estimated accuracy of +/- 6 seconds.
 MS0622
 MS0622.The orthometric height was determined by differential leveling and
 MS0622.adjusted by the NATIONAL GEODETIC SURVEY
 MS0622.in June 1991.
 MS0622
 MS0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0622.GEOID18 height accuracy estimate available here.
 MS0622
 MS0622.Click photographs - Photos may exist for this station.
 MS0622
 MS0622.The dynamic height is computed by dividing the NAVD 88
 MS0622.geopotential number by the normal gravity value computed on the
 MS0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0622.degrees latitude (g = 980.6199 gals.).
 MS0622
 MS0622.The modeled gravity was interpolated from observed gravity values.
 MS0622
 MS0622;                    North         East    Units  Estimated Accuracy
 MS0622;SPC UT N     - 1,167,770.      362,280.      MT  (+/- 180 meters Scaled)
 MS0622
 MS0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM208333(NAD 83)
 MS0622
 MS0622                          SUPERSEDED SURVEY CONTROL
 MS0622
 MS0622.No superseded survey control is available for this station.
 MS0622
 MS0622_MARKER: I = METAL ROD
 MS0622_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0622_STAMPING: M 377 1984
 MS0622_MARK LOGO: NGS
 MS0622_PROJECTION: FLUSH
 MS0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0622_ROD/PIPE-DEPTH: 9.7 meters
 MS0622
 MS0622  HISTORY     - Date     Condition        Report By
 MS0622  HISTORY     - 1984     MONUMENTED       NGS
 MS0622
 MS0622                          STATION DESCRIPTION
 MS0622
 MS0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0622'13.8 KM (8.6 MI) EAST FROM PARK VALLEY.
 MS0622'13.76 KM (8.55 MI) EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE IN
 MS0622'PARK VALLEY, 0.27 KM (0.17 MI) NORTHEAST OF A GRAVEL PIT, 0.60 KM
 MS0622'(0.37 MI) NORTHEAST OF MILEPOST 64, 14.6 METERS (48 FT) SOUTHEAST OF
 MS0622'THE HIGHWAY CENTERLINE, 4.1 METERS (13.5 MI) NORTH OF A TELEPHONE POLE
 MS0622'AND 0.4 METER (1.3 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 MS0622'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 MS0622'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0433 ***********************************************************************
 JO0433  DESIGNATION -  M 378 B CO
 JO0433  PID         -  JO0433
 JO0433  STATE/COUNTY-  UT/BEAVER
 JO0433  COUNTRY     -  US
 JO0433  USGS QUAD   -  WAH WAH SUMMIT (2017)
 JO0433
 JO0433                         *CURRENT SURVEY CONTROL
 JO0433  ______________________________________________________________________
 JO0433* NAD 83(1986) POSITION- 38 30 22.     (N) 113 36 11.     (W)   SCALED
 JO0433* NAVD 88 ORTHO HEIGHT -  1750.789 (meters)     5744.05  (feet) ADJUSTED
 JO0433  ______________________________________________________________________
 JO0433  GEOID HEIGHT    -        -21.140 (meters)                     GEOID18
 JO0433  DYNAMIC HEIGHT  -       1748.906 (meters)     5737.87  (feet) COMP
 JO0433  MODELED GRAVITY -    979,491.2   (mgal)                       NAVD 88
 JO0433
 JO0433  VERT ORDER      -  FIRST     CLASS II
 JO0433
 JO0433.The horizontal coordinates were scaled from a map and have
 JO0433.an estimated accuracy of +/- 6 seconds.
 JO0433
 JO0433.The orthometric height was determined by differential leveling and
 JO0433.adjusted by the NATIONAL GEODETIC SURVEY
 JO0433.in June 1991.
 JO0433
 JO0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0433.GEOID18 height accuracy estimate available here.
 JO0433
 JO0433.Click photographs - Photos may exist for this station.
 JO0433
 JO0433.The dynamic height is computed by dividing the NAVD 88
 JO0433.geopotential number by the normal gravity value computed on the
 JO0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0433.degrees latitude (g = 980.6199 gals.).
 JO0433
 JO0433.The modeled gravity was interpolated from observed gravity values.
 JO0433
 JO0433;                    North         East    Units  Estimated Accuracy
 JO0433;SPC UT S     - 3,206,220.      316,570.      MT  (+/- 180 meters Scaled)
 JO0433
 JO0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH730651(NAD 83)
 JO0433
 JO0433                          SUPERSEDED SURVEY CONTROL
 JO0433
 JO0433.No superseded survey control is available for this station.
 JO0433
 JO0433_MARKER: DB = BENCH MARK DISK
 JO0433_SETTING: 66 = SET IN ROCK OUTCROP
 JO0433_STAMPING: M 378 1984
 JO0433_MARK LOGO: NGS
 JO0433_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0433+STABILITY: POSITION/ELEVATION WELL
 JO0433
 JO0433  HISTORY     - Date     Condition        Report By
 JO0433  HISTORY     - 1984     MONUMENTED       NGS
 JO0433
 JO0433                          STATION DESCRIPTION
 JO0433
 JO0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0433'56.6 KM (35.4 MI) WEST FROM MILFORD.
 JO0433'56.65 KM (35.4 MI) WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 JO0433'STATE HIGHWAY 257 AT MILFORD, IN TOP OF AND 2.1 METERS (7 FT) SOUTH OF
 JO0433'THE NORTH EDGE OF A 20 BY 24 FOOT PORTION OF BLACK LIMESTONE OUTCROP
 JO0433'ON THE TOP OF THE NORTHEAST BANK OF A DRY WASH, 0.6 KM (0.4 MI)
 JO0433'SOUTHWEST OF MILEPOST 42, 22.5 METERS (74 FT) NORTH OF THE HIGHWAY
 JO0433'CENTERLINE, 19.2 METERS (63 FT) NORTHEAST OF THE EAST END OF THE NORTH
 JO0433'HEADWALL FOR FOUR 36-INCH CORRUGATED METAL PIPE CULVERTS, 13.1 METERS
 JO0433'(43 FT) SOUTHWEST OF THE SOUTH GATE POST FOR A WIRE GATE AND
 JO0433'10.0 METERS (33 FT) WEST OF A FENCE CORNER.
 JO0433'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 JO0433'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0646 ***********************************************************************
 MS0646  DESIGNATION -  M 378 BE CO
 MS0646  PID         -  MS0646
 MS0646  STATE/COUNTY-  UT/BOX ELDER
 MS0646  COUNTRY     -  US
 MS0646  USGS QUAD   -  WARM SPRING HILLS (2017)
 MS0646
 MS0646                         *CURRENT SURVEY CONTROL
 MS0646  ______________________________________________________________________
 MS0646* NAD 83(1986) POSITION- 41 42 24.     (N) 113 31 54.     (W)   SCALED
 MS0646* NAVD 88 ORTHO HEIGHT -  1608.573 (meters)     5277.46  (feet) ADJUSTED
 MS0646  ______________________________________________________________________
 MS0646  GEOID HEIGHT    -        -15.556 (meters)                     GEOID18
 MS0646  DYNAMIC HEIGHT  -       1607.388 (meters)     5273.57  (feet) COMP
 MS0646  MODELED GRAVITY -    979,829.2   (mgal)                       NAVD 88
 MS0646
 MS0646  VERT ORDER      -  FIRST     CLASS II
 MS0646
 MS0646.The horizontal coordinates were scaled from a map and have
 MS0646.an estimated accuracy of +/- 6 seconds.
 MS0646
 MS0646.The orthometric height was determined by differential leveling and
 MS0646.adjusted by the NATIONAL GEODETIC SURVEY
 MS0646.in June 1991.
 MS0646
 MS0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0646.GEOID18 height accuracy estimate available here.
 MS0646
 MS0646.Click photographs - Photos may exist for this station.
 MS0646
 MS0646.The dynamic height is computed by dividing the NAVD 88
 MS0646.geopotential number by the normal gravity value computed on the
 MS0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0646.degrees latitude (g = 980.6199 gals.).
 MS0646
 MS0646.The modeled gravity was interpolated from observed gravity values.
 MS0646
 MS0646;                    North         East    Units  Estimated Accuracy
 MS0646;SPC UT N     - 1,154,490.      330,920.      MT  (+/- 180 meters Scaled)
 MS0646
 MS0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM893203(NAD 83)
 MS0646
 MS0646                          SUPERSEDED SURVEY CONTROL
 MS0646
 MS0646.No superseded survey control is available for this station.
 MS0646
 MS0646_MARKER: I = METAL ROD
 MS0646_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0646_STAMPING: M 378 1984
 MS0646_MARK LOGO: NGS
 MS0646_PROJECTION: FLUSH
 MS0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0646_ROD/PIPE-DEPTH: 6.1 meters
 MS0646
 MS0646  HISTORY     - Date     Condition        Report By
 MS0646  HISTORY     - 1984     MONUMENTED       NGS
 MS0646
 MS0646                          STATION DESCRIPTION
 MS0646
 MS0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0646'25.1 KM (15.6 MI) SW FROM PARK VALLEY.
 MS0646'25.09 KM (15.60 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0646'AT PARK VALLEY, AT A WOOD BRACE IN THE WEST RIGHT OF WAY FENCE,
 MS0646'DIRECTLY ACROSS THE HIGHWAY FROM THE SOUTH ONE OF TWO SMALL TWIN CUTS
 MS0646'AT THE CREST OF A GRADE, 0.19 KM (0.12 MI) NORTH OF MILEPOST 40,
 MS0646'22.6 METERS (74 FT) WEST OF THE HIGHWAY CENTERLINE, 3.7 METERS (12 FT)
 MS0646'NORTH OF THE NORTH BRACE POST AND 0.6 METER (2 FT) EAST OF THE RIGHT
 MS0646'OF WAY FENCE.
 MS0646'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 MS0646'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0475 ***********************************************************************
 LN0475  DESIGNATION -  M 379
 LN0475  PID         -  LN0475
 LN0475  STATE/COUNTY-  UT/UINTAH
 LN0475  COUNTRY     -  US
 LN0475  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0475
 LN0475                         *CURRENT SURVEY CONTROL
 LN0475  ______________________________________________________________________
 LN0475* NAD 83(1986) POSITION- 40 43 06.     (N) 109 28 22.     (W)   SCALED
 LN0475* NAVD 88 ORTHO HEIGHT -  2570.080 (meters)     8432.00  (feet) ADJUSTED
 LN0475  ______________________________________________________________________
 LN0475  GEOID HEIGHT    -        -14.120 (meters)                     GEOID18
 LN0475  DYNAMIC HEIGHT  -       2567.484 (meters)     8423.49  (feet) COMP
 LN0475  MODELED GRAVITY -    979,520.5   (mgal)                       NAVD 88
 LN0475
 LN0475  VERT ORDER      -  FIRST     CLASS II
 LN0475
 LN0475.The horizontal coordinates were scaled from a map and have
 LN0475.an estimated accuracy of +/- 6 seconds.
 LN0475
 LN0475.The orthometric height was determined by differential leveling and
 LN0475.adjusted by the NATIONAL GEODETIC SURVEY
 LN0475.in June 1991.
 LN0475
 LN0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0475.GEOID18 height accuracy estimate available here.
 LN0475
 LN0475.Click photographs - Photos may exist for this station.
 LN0475
 LN0475.The dynamic height is computed by dividing the NAVD 88
 LN0475.geopotential number by the normal gravity value computed on the
 LN0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0475.degrees latitude (g = 980.6199 gals.).
 LN0475
 LN0475.The modeled gravity was interpolated from observed gravity values.
 LN0475
 LN0475;                    North         East    Units  Estimated Accuracy
 LN0475;SPC UT C     - 2,266,730.      671,270.      MT  (+/- 180 meters Scaled)
 LN0475
 LN0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL289086(NAD 83)
 LN0475
 LN0475                          SUPERSEDED SURVEY CONTROL
 LN0475
 LN0475.No superseded survey control is available for this station.
 LN0475
 LN0475_MARKER: I = METAL ROD
 LN0475_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0475+WITH SETTING: INFORMATION.
 LN0475_STAMPING: M 379 1984
 LN0475_MARK LOGO: NGS
 LN0475_PROJECTION: FLUSH
 LN0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0475_ROD/PIPE-DEPTH: 2.5 meters
 LN0475
 LN0475  HISTORY     - Date     Condition        Report By
 LN0475  HISTORY     - 1984     MONUMENTED       NGS
 LN0475
 LN0475                          STATION DESCRIPTION
 LN0475
 LN0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0475'37.6 KM (23.35 MI) NORT FROM VERNAL.
 LN0475'37.6 KM (23.35 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0475'WITH U.S. HIGHWAY 40 IN VERNAL, 1.2 KM (0.75 MI) SOUTHWEST OF DIAMOND
 LN0475'MOUNTAIN ROAD, 0.4 KM (0.25 MI) NORTH OF MILEPOST 224, 12.8 M
 LN0475'(42.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 10.3 M (33.8 FT)
 LN0475'NORTH OF THE CENTER OF A DIRT ROAD LEADING NORTHEAST, AND 0.7 M
 LN0475'(2.3 FT) EAST OF THE EAST LEG OF A FOREST SERVICE INFORMATION SIGN
 LN0475'(RANGE STUDY AREA).  NOTE=REFUSAL WAS REACHED AT 8.0 FT.  ACCESS TO
 LN0475'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LN0475'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LN0475'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0451 ***********************************************************************
 HM0451  DESIGNATION -  M 379
 HM0451  PID         -  HM0451
 HM0451  STATE/COUNTY-  UT/SAN JUAN
 HM0451  COUNTRY     -  US
 HM0451  USGS QUAD   -  WICKIUP CANYON (2017)
 HM0451
 HM0451                         *CURRENT SURVEY CONTROL
 HM0451  ______________________________________________________________________
 HM0451* NAD 83(1986) POSITION- 37 19 13.     (N) 109 03 06.     (W)   SCALED
 HM0451* NAVD 88 ORTHO HEIGHT -  1496.191 (meters)     4908.75  (feet) ADJUSTED
 HM0451  ______________________________________________________________________
 HM0451  GEOID HEIGHT    -        -20.500 (meters)                     GEOID18
 HM0451  DYNAMIC HEIGHT  -       1494.476 (meters)     4903.13  (feet) COMP
 HM0451  MODELED GRAVITY -    979,432.9   (mgal)                       NAVD 88
 HM0451
 HM0451  VERT ORDER      -  FIRST     CLASS II
 HM0451
 HM0451.The horizontal coordinates were scaled from a map and have
 HM0451.an estimated accuracy of +/- 6 seconds.
 HM0451
 HM0451.The orthometric height was determined by differential leveling and
 HM0451.adjusted by the NATIONAL GEODETIC SURVEY
 HM0451.in June 1991.
 HM0451
 HM0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0451.GEOID18 height accuracy estimate available here.
 HM0451
 HM0451.Click photographs - Photos may exist for this station.
 HM0451
 HM0451.The dynamic height is computed by dividing the NAVD 88
 HM0451.geopotential number by the normal gravity value computed on the
 HM0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0451.degrees latitude (g = 980.6199 gals.).
 HM0451
 HM0451.The modeled gravity was interpolated from observed gravity values.
 HM0451
 HM0451;                    North         East    Units  Estimated Accuracy
 HM0451;SPC UT S     - 3,075,380.      716,980.      MT  (+/- 180 meters Scaled)
 HM0451
 HM0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG726321(NAD 83)
 HM0451
 HM0451                          SUPERSEDED SURVEY CONTROL
 HM0451
 HM0451.No superseded survey control is available for this station.
 HM0451
 HM0451_MARKER: DV = VERTICAL CONTROL DISK
 HM0451_SETTING: 66 = SET IN ROCK OUTCROP
 HM0451_STAMPING: M 379 1984
 HM0451_MARK LOGO: NGS
 HM0451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0451+STABILITY: POSITION/ELEVATION WELL
 HM0451
 HM0451  HISTORY     - Date     Condition        Report By
 HM0451  HISTORY     - 1984     MONUMENTED       NGS
 HM0451
 HM0451                          STATION DESCRIPTION
 HM0451
 HM0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0451'47.1 KM (29.25 MI) WEST FROM CORTEZ CO.
 HM0451'4.1 KM (2.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 160 FROM ITS WEST
 HM0451'JUNCTION WITH U.S. HIGHWAY 666 IN CORTEZ, THENCE 43.0 KM (26.7 MI)
 HM0451'WESTERLY ALONG A PAVED (TURNING TO GRAVEL) ROAD, NEAR THE EAST EDGE OF
 HM0451'A LARGE AREA OF OUTCROPPING BEDROCK ALONG THE EAST BANK OF A DRY WASH,
 HM0451'1.7 KM (1.05 MI) WEST OF THE ISMAY TRADING POST, 32.9 METERS
 HM0451'(107.9 FT) EAST OF THE SOUTHEAST END OF A 24-INCH METAL CULVERT,
 HM0451'30.5 METERS (100.1 FT) SOUTHEAST OF THE CENTER OF THE ROAD,
 HM0451'28.0 METERS (91.9 FT) SOUTHWEST OF THE CENTER OF A TRACK ROAD LEADING
 HM0451'SOUTHEAST, AND 0.9 METER (3.0 FT) SOUTHWEST OF THE NORTHEAST EDGE OF
 HM0451'THE OUTCROP.
 HM0451'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 HM0451'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0020 ***********************************************************************
 LQ0020  DESIGNATION -  M 38
 LQ0020  PID         -  LQ0020
 LQ0020  STATE/COUNTY-  UT/TOOELE
 LQ0020  COUNTRY     -  US
 LQ0020  USGS QUAD   -  WENDOVER (2017)
 LQ0020
 LQ0020                         *CURRENT SURVEY CONTROL
 LQ0020  ______________________________________________________________________
 LQ0020* NAD 83(1986) POSITION- 40 44 01.     (N) 114 02 07.     (W)   SCALED
 LQ0020* NAVD 88 ORTHO HEIGHT -  1293.983 (meters)     4245.34  (feet) ADJUSTED
 LQ0020  ______________________________________________________________________
 LQ0020  GEOID HEIGHT    -        -18.124 (meters)                     GEOID18
 LQ0020  DYNAMIC HEIGHT  -       1293.005 (meters)     4242.13  (feet) COMP
 LQ0020  MODELED GRAVITY -    979,823.6   (mgal)                       NAVD 88
 LQ0020
 LQ0020  VERT ORDER      -  SECOND    CLASS 0
 LQ0020
 LQ0020.The horizontal coordinates were scaled from a map and have
 LQ0020.an estimated accuracy of +/- 6 seconds.
 LQ0020
 LQ0020.The orthometric height was determined by differential leveling and
 LQ0020.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0020.in June 1991.
 LQ0020
 LQ0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0020.GEOID18 height accuracy estimate available here.
 LQ0020
 LQ0020.Click photographs - Photos may exist for this station.
 LQ0020
 LQ0020.The dynamic height is computed by dividing the NAVD 88
 LQ0020.geopotential number by the normal gravity value computed on the
 LQ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0020.degrees latitude (g = 980.6199 gals.).
 LQ0020
 LQ0020.The modeled gravity was interpolated from observed gravity values.
 LQ0020
 LQ0020;                    North         East    Units  Estimated Accuracy
 LQ0020;SPC UT C     - 2,269,520.      285,860.      MT  (+/- 180 meters Scaled)
 LQ0020
 LQ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF503134(NAD 83)
 LQ0020
 LQ0020                          SUPERSEDED SURVEY CONTROL
 LQ0020
 LQ0020  NGVD 29 (??/??/92) 1293.04   (m)         4242.2    (f) COMPUTED    2 0
 LQ0020
 LQ0020.Superseded values are not recommended for survey control.
 LQ0020
 LQ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0020.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0020
 LQ0020_MARKER: DB = BENCH MARK DISK
 LQ0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0020_STAMPING: M 38 1934
 LQ0020_MARK LOGO: CGS
 LQ0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0020+STABILITY: SURFACE MOTION
 LQ0020
 LQ0020  HISTORY     - Date     Condition        Report By
 LQ0020  HISTORY     - 1934     MONUMENTED       CGS
 LQ0020  HISTORY     - 1957     MARK NOT FOUND   CGS
 LQ0020
 LQ0020                          STATION DESCRIPTION
 LQ0020
 LQ0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0020'0.2 MI W FROM WENDOVER.
 LQ0020'AT WENDOVER, ON THE WESTERN PACIFIC RAILROAD, 0.2 MILE WEST OF THE
 LQ0020'STATION, 3 FEET SOUTH OF THE THIRD POLE EAST OF MILEPOST 806, 329 FEET
 LQ0020'SOUTHEAST OF THE TRI-STATE MERCANTILE CO. STORE IN 1934, AND 52 FEET
 LQ0020'SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED M 38
 LQ0020'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0596 ***********************************************************************
 MS0596  DESIGNATION -  M 380
 MS0596  PID         -  MS0596
 MS0596  STATE/COUNTY-  UT/BOX ELDER
 MS0596  COUNTRY     -  US
 MS0596  USGS QUAD   -  LAKE RIDGE (2017)
 MS0596
 MS0596                         *CURRENT SURVEY CONTROL
 MS0596  ______________________________________________________________________
 MS0596* NAD 83(1986) POSITION- 41 42 14.9    (N) 112 42 17.5    (W)   HD_HELD2
 MS0596* NAVD 88 ORTHO HEIGHT -  1289.371 (meters)     4230.21  (feet) ADJUSTED
 MS0596  ______________________________________________________________________
 MS0596  GEOID HEIGHT    -        -15.648 (meters)                     GEOID18
 MS0596  DYNAMIC HEIGHT  -       1288.512 (meters)     4227.39  (feet) COMP
 MS0596  MODELED GRAVITY -    979,912.1   (mgal)                       NAVD 88
 MS0596
 MS0596  VERT ORDER      -  FIRST     CLASS II
 MS0596
 MS0596.The horizontal coordinates were established by autonomous hand held GPS
 MS0596.observations and have an estimated accuracy of +/- 10 meters.
 MS0596
 MS0596.The orthometric height was determined by differential leveling and
 MS0596.adjusted by the NATIONAL GEODETIC SURVEY
 MS0596.in June 1991.
 MS0596
 MS0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0596.GEOID18 height accuracy estimate available here.
 MS0596
 MS0596.Click photographs - Photos may exist for this station.
 MS0596
 MS0596.The dynamic height is computed by dividing the NAVD 88
 MS0596.geopotential number by the normal gravity value computed on the
 MS0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0596.degrees latitude (g = 980.6199 gals.).
 MS0596
 MS0596.The modeled gravity was interpolated from observed gravity values.
 MS0596
 MS0596;                    North         East    Units  Estimated Accuracy
 MS0596;SPC UT N     - 1,152,927.      399,720.      MT  (+/- 10 meters HH2 GPS)
 MS0596
 MS0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM5815218332(NAD 83)
 MS0596
 MS0596                          SUPERSEDED SURVEY CONTROL
 MS0596
 MS0596.No superseded survey control is available for this station.
 MS0596
 MS0596_MARKER: I = METAL ROD
 MS0596_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0596_STAMPING: M 380 1984
 MS0596_MARK LOGO: NGS
 MS0596_PROJECTION: FLUSH
 MS0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0596_ROD/PIPE-DEPTH: 4.6 meters
 MS0596
 MS0596  HISTORY     - Date     Condition        Report By
 MS0596  HISTORY     - 1984     MONUMENTED       NGS
 MS0596
 MS0596                          STATION DESCRIPTION
 MS0596
 MS0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0596'18.9 KM (11.8 MI) NW FROM PROMONTORY.
 MS0596'1.58 KM (0.98 MI) NORTH ALONG A PAVED ROAD FROM THE GOLDEN SPIKE
 MS0596'MONUMENT IN PROMONTORY, THENCE 17.33 KM (10.77 MI) WEST ALONG A GRAVEL
 MS0596'ROAD, AT THE Y JUNCTION OF A TRACK ROAD LEADING EAST ALONG A SECTION
 MS0596'LINE FENCE AND AT THE TOP OF A SAGEBRUSH COVERED FLAT, 23.2 METERS
 MS0596'(76 FT) NORTHEAST OF THE CENTER OF THE ROAD, 22.0 METERS (72 FT) NORTH
 MS0596'OF THE NORTHEAST END OF A CATTLE GUARD, 18.6 METERS (61 FT) NORTH OF A
 MS0596'FENCE AND 15.3 METERS (50 FT) NORTH OF THE CENTER OF THE TRACK ROAD.
 MS0596'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 MS0596'THE MARK IS 0.4 M ABOVE THE ROADS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0677 ***********************************************************************
 MS0677  DESIGNATION -  M 381
 MS0677  PID         -  MS0677
 MS0677  STATE/COUNTY-  UT/BOX ELDER
 MS0677  COUNTRY     -  US
 MS0677  USGS QUAD   -  LUCIN (2017)
 MS0677
 MS0677                         *CURRENT SURVEY CONTROL
 MS0677  ______________________________________________________________________
 MS0677* NAD 83(1986) POSITION- 41 21 14.     (N) 113 54 56.     (W)   SCALED
 MS0677* NAVD 88 ORTHO HEIGHT -  1364.675 (meters)     4477.27  (feet) ADJUSTED
 MS0677  ______________________________________________________________________
 MS0677  GEOID HEIGHT    -        -16.739 (meters)                     GEOID18
 MS0677  DYNAMIC HEIGHT  -       1363.706 (meters)     4474.09  (feet) COMP
 MS0677  MODELED GRAVITY -    979,865.3   (mgal)                       NAVD 88
 MS0677
 MS0677  VERT ORDER      -  FIRST     CLASS II
 MS0677
 MS0677.The horizontal coordinates were scaled from a map and have
 MS0677.an estimated accuracy of +/- 6 seconds.
 MS0677
 MS0677.The orthometric height was determined by differential leveling and
 MS0677.adjusted by the NATIONAL GEODETIC SURVEY
 MS0677.in June 1991.
 MS0677
 MS0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0677.GEOID18 height accuracy estimate available here.
 MS0677
 MS0677.Click photographs - Photos may exist for this station.
 MS0677
 MS0677.The dynamic height is computed by dividing the NAVD 88
 MS0677.geopotential number by the normal gravity value computed on the
 MS0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0677.degrees latitude (g = 980.6199 gals.).
 MS0677
 MS0677.The modeled gravity was interpolated from observed gravity values.
 MS0677
 MS0677;                    North         East    Units  Estimated Accuracy
 MS0677;SPC UT N     - 1,116,140.      297,890.      MT  (+/- 180 meters Scaled)
 MS0677
 MS0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL560821(NAD 83)
 MS0677
 MS0677                          SUPERSEDED SURVEY CONTROL
 MS0677
 MS0677.No superseded survey control is available for this station.
 MS0677
 MS0677_MARKER: I = METAL ROD
 MS0677_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0677_STAMPING: M 381 1984
 MS0677_MARK LOGO: NGS
 MS0677_PROJECTION: FLUSH
 MS0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0677_ROD/PIPE-DEPTH: 9.7 meters
 MS0677
 MS0677  HISTORY     - Date     Condition        Report By
 MS0677  HISTORY     - 1984     MONUMENTED       NGS
 MS0677
 MS0677                          STATION DESCRIPTION
 MS0677
 MS0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0677'27.9 KM (17.3 MI) NE FROM MONTELLO NV.
 MS0677'27.94 KM (17.36 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 MS0677'THE POST OFFICE AT MONTELLO, ON THE SOUTHWEST SIDE OF THE TRACKS NEAR
 MS0677'RAILROAD MILEPOLE 679, 0.62 KM (0.38 MI) NORTHWEST OF A RAILROAD
 MS0677'CROSSING, 0.68 KM (0.42 MI) SOUTHEAST OF A RAILROAD Y JUNCTION,
 MS0677'18.9 METERS (62 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 61.9 METERS
 MS0677'(203 FT) NORTHEAST OF A FENCE, 36.3 METERS (119 FT) SOUTH ACROSS THE
 MS0677'TRACKS FROM MILEPOLE 679 AND 1.5 METERS (5 FT) SOUTHEAST OF A
 MS0677'TELEPHONE POLE.
 MS0677'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 MS0677'THE MARK IS 3.0 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0381 ***********************************************************************
 LN0381  DESIGNATION -  M 383
 LN0381  PID         -  LN0381
 LN0381  STATE/COUNTY-  UT/UINTAH
 LN0381  COUNTRY     -  US
 LN0381  USGS QUAD   -  JENSEN (2017)
 LN0381
 LN0381                         *CURRENT SURVEY CONTROL
 LN0381  ______________________________________________________________________
 LN0381* NAD 83(1986) POSITION- 40 21 12.     (N) 109 18 36.     (W)   SCALED
 LN0381* NAVD 88 ORTHO HEIGHT -  1518.207 (meters)     4980.98  (feet) ADJUSTED
 LN0381  ______________________________________________________________________
 LN0381  GEOID HEIGHT    -        -17.132 (meters)                     GEOID18
 LN0381  DYNAMIC HEIGHT  -       1516.840 (meters)     4976.50  (feet) COMP
 LN0381  MODELED GRAVITY -    979,672.7   (mgal)                       NAVD 88
 LN0381
 LN0381  VERT ORDER      -  FIRST     CLASS II
 LN0381
 LN0381.The horizontal coordinates were scaled from a map and have
 LN0381.an estimated accuracy of +/- 6 seconds.
 LN0381
 LN0381.The orthometric height was determined by differential leveling and
 LN0381.adjusted by the NATIONAL GEODETIC SURVEY
 LN0381.in June 1991.
 LN0381
 LN0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0381.GEOID18 height accuracy estimate available here.
 LN0381
 LN0381.Click photographs - Photos may exist for this station.
 LN0381
 LN0381.The dynamic height is computed by dividing the NAVD 88
 LN0381.geopotential number by the normal gravity value computed on the
 LN0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0381.degrees latitude (g = 980.6199 gals.).
 LN0381
 LN0381.The modeled gravity was interpolated from observed gravity values.
 LN0381
 LN0381;                    North         East    Units  Estimated Accuracy
 LN0381;SPC UT C     - 2,226,540.      686,020.      MT  (+/- 180 meters Scaled)
 LN0381
 LN0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK435683(NAD 83)
 LN0381
 LN0381                          SUPERSEDED SURVEY CONTROL
 LN0381
 LN0381.No superseded survey control is available for this station.
 LN0381
 LN0381_MARKER: I = METAL ROD
 LN0381_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0381_STAMPING: M 383 1984
 LN0381_MARK LOGO: NGS
 LN0381_PROJECTION: FLUSH
 LN0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0381_ROD/PIPE-DEPTH: 9.5 meters
 LN0381
 LN0381  HISTORY     - Date     Condition        Report By
 LN0381  HISTORY     - 1984     MONUMENTED       NGS
 LN0381
 LN0381                          STATION DESCRIPTION
 LN0381
 LN0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0381'3.1 KM (1.9 MI) SE FROM JENSEN.
 LN0381'3.1 KM (1.9 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 40 FROM THE POST
 LN0381'OFFICE IN JENSEN, 60.4 M (198.2 FT) SOUTHWEST OF THE CENTERLINE OF THE
 LN0381'HIGHWAY, AND 7.3 M (24.0 FT) NORTHWEST OF THE CENTER OF A GATE AND
 LN0381'FIELD ENTRANCE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A
 LN0381'5-INCH LOGO CAP.
 LN0381'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 LN0381'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0434 ***********************************************************************
 LN0434  DESIGNATION -  M 385
 LN0434  PID         -  LN0434
 LN0434  STATE/COUNTY-  UT/DAGGETT
 LN0434  COUNTRY     -  US
 LN0434  USGS QUAD   -  MANILA (2017)
 LN0434
 LN0434                         *CURRENT SURVEY CONTROL
 LN0434  ______________________________________________________________________
 LN0434* NAD 83(1986) POSITION- 40 54 29.     (N) 109 41 36.     (W)   SCALED
 LN0434* NAVD 88 ORTHO HEIGHT -  2101.973 (meters)     6896.22  (feet) ADJUSTED
 LN0434  ______________________________________________________________________
 LN0434  GEOID HEIGHT    -        -13.545 (meters)                     GEOID18
 LN0434  DYNAMIC HEIGHT  -       2100.108 (meters)     6890.10  (feet) COMP
 LN0434  MODELED GRAVITY -    979,660.4   (mgal)                       NAVD 88
 LN0434
 LN0434  VERT ORDER      -  FIRST     CLASS II
 LN0434
 LN0434.The horizontal coordinates were scaled from a map and have
 LN0434.an estimated accuracy of +/- 6 seconds.
 LN0434
 LN0434.The orthometric height was determined by differential leveling and
 LN0434.adjusted by the NATIONAL GEODETIC SURVEY
 LN0434.in June 1991.
 LN0434
 LN0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0434.GEOID18 height accuracy estimate available here.
 LN0434
 LN0434.Click photographs - Photos may exist for this station.
 LN0434
 LN0434.The dynamic height is computed by dividing the NAVD 88
 LN0434.geopotential number by the normal gravity value computed on the
 LN0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0434.degrees latitude (g = 980.6199 gals.).
 LN0434
 LN0434.The modeled gravity was interpolated from observed gravity values.
 LN0434
 LN0434;                    North         East    Units  Estimated Accuracy
 LN0434;SPC UT N     - 1,065,410.      652,200.      MT  (+/- 180 meters Scaled)
 LN0434
 LN0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL100293(NAD 83)
 LN0434
 LN0434                          SUPERSEDED SURVEY CONTROL
 LN0434
 LN0434.No superseded survey control is available for this station.
 LN0434
 LN0434_MARKER: DV = VERTICAL CONTROL DISK
 LN0434_SETTING: 66 = SET IN ROCK OUTCROP
 LN0434_STAMPING: M 385 1984
 LN0434_MARK LOGO: NGS
 LN0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0434+STABILITY: POSITION/ELEVATION WELL
 LN0434
 LN0434  HISTORY     - Date     Condition        Report By
 LN0434  HISTORY     - 1984     MONUMENTED       NGS
 LN0434
 LN0434                          STATION DESCRIPTION
 LN0434
 LN0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0434'15.3 KM (9.5 MI) SOUTH FROM MANILA.
 LN0434'15.3 KM (9.5 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0434'WITH STATE HIGHWAY 43 IN MANILA, IN THE CENTER OF THE NORTHWEST END OF
 LN0434'A 8 BY 8 FOOT EXPOSED AREA OF BEDROCK, NEAR THE NORTHEASTERN 1/4 OF A
 LN0434'50 BY 634 FOOT HIGHWAY CUT, 0.7 KM (0.45 MI) SOUTHEAST OF MILEPOST 18,
 LN0434'72.7 M (238.5 FT) NORTHEAST OF THE SOUTHWEST END OF A CUT AND GUARD
 LN0434'RAIL, AND 8.6 M (28.2 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 LN0434'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LN0434'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0452 ***********************************************************************
 LN0452  DESIGNATION -  M 386
 LN0452  PID         -  LN0452
 LN0452  STATE/COUNTY-  UT/DAGGETT
 LN0452  COUNTRY     -  US
 LN0452  USGS QUAD   -  EAST PARK RESERVOIR (2017)
 LN0452
 LN0452                         *CURRENT SURVEY CONTROL
 LN0452  ______________________________________________________________________
 LN0452* NAD 83(1986) POSITION- 40 51 09.0    (N) 109 35 59.3    (W)   HD_HELD2
 LN0452* NAVD 88 ORTHO HEIGHT -  2399.041 (meters)     7870.85  (feet) ADJUSTED
 LN0452  ______________________________________________________________________
 LN0452  GEOID HEIGHT    -        -13.534 (meters)                     GEOID18
 LN0452  DYNAMIC HEIGHT  -       2396.752 (meters)     7863.34  (feet) COMP
 LN0452  MODELED GRAVITY -    979,582.7   (mgal)                       NAVD 88
 LN0452
 LN0452  VERT ORDER      -  FIRST     CLASS II
 LN0452
 LN0452.The horizontal coordinates were established by autonomous hand held GPS
 LN0452.observations and have an estimated accuracy of +/- 10 meters.
 LN0452
 LN0452.The orthometric height was determined by differential leveling and
 LN0452.adjusted by the NATIONAL GEODETIC SURVEY
 LN0452.in June 1991.
 LN0452
 LN0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0452.GEOID18 height accuracy estimate available here.
 LN0452
 LN0452.Click photographs - Photos may exist for this station.
 LN0452
 LN0452.The dynamic height is computed by dividing the NAVD 88
 LN0452.geopotential number by the normal gravity value computed on the
 LN0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0452.degrees latitude (g = 980.6199 gals.).
 LN0452
 LN0452.The modeled gravity was interpolated from observed gravity values.
 LN0452
 LN0452;                    North         East    Units  Estimated Accuracy
 LN0452;SPC UT N     - 1,059,405.      660,213.      MT  (+/- 10 meters HH2 GPS)
 LN0452
 LN0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL1802223326(NAD 83)
 LN0452
 LN0452                          SUPERSEDED SURVEY CONTROL
 LN0452
 LN0452.No superseded survey control is available for this station.
 LN0452
 LN0452_MARKER: DV = VERTICAL CONTROL DISK
 LN0452_SETTING: 66 = SET IN ROCK OUTCROP
 LN0452_STAMPING: M 386 1984
 LN0452_MARK LOGO: NGS
 LN0452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0452+STABILITY: POSITION/ELEVATION WELL
 LN0452
 LN0452  HISTORY     - Date     Condition        Report By
 LN0452  HISTORY     - 1984     MONUMENTED       NGS
 LN0452
 LN0452                          STATION DESCRIPTION
 LN0452
 LN0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0452'33.7 KM (20.95 MI) SOUT FROM MANILA.
 LN0452'33.7 KM (20.95 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0452'WITH STATE HIGHWAY 43 IN MANILA, SET IN THE CENTER OF A 4 BY 6 FOOT
 LN0452'EXPOSED AREA OF OUTCROPPING BEDROCK, 0.4 KM (0.25 MI) EAST OF MILEPOST
 LN0452'7, AND 11.6 M (38.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 LN0452'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LN0452'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0047 ***********************************************************************
 KN0047  DESIGNATION -  M 39
 KN0047  PID         -  KN0047
 KN0047  STATE/COUNTY-  UT/EMERY
 KN0047  COUNTRY     -  US
 KN0047  USGS QUAD   -  DRY MESA (2017)
 KN0047
 KN0047                         *CURRENT SURVEY CONTROL
 KN0047  ______________________________________________________________________
 KN0047* NAD 83(1986) POSITION- 39 08 04.     (N) 110 28 20.     (W)   SCALED
 KN0047* NAVD 88 ORTHO HEIGHT -  1606.410 (meters)     5270.36  (feet) ADJUSTED
 KN0047  ______________________________________________________________________
 KN0047  GEOID HEIGHT    -        -18.925 (meters)                     GEOID18
 KN0047  DYNAMIC HEIGHT  -       1604.799 (meters)     5265.08  (feet) COMP
 KN0047  MODELED GRAVITY -    979,568.4   (mgal)                       NAVD 88
 KN0047
 KN0047  VERT ORDER      -  SECOND    CLASS 0
 KN0047
 KN0047.The horizontal coordinates were scaled from a map and have
 KN0047.an estimated accuracy of +/- 6 seconds.
 KN0047
 KN0047.The orthometric height was determined by differential leveling and
 KN0047.adjusted by the NATIONAL GEODETIC SURVEY
 KN0047.in June 1991.
 KN0047
 KN0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0047.GEOID18 height accuracy estimate available here.
 KN0047
 KN0047.Click photographs - Photos may exist for this station.
 KN0047
 KN0047.The dynamic height is computed by dividing the NAVD 88
 KN0047.geopotential number by the normal gravity value computed on the
 KN0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0047.degrees latitude (g = 980.6199 gals.).
 KN0047
 KN0047.The modeled gravity was interpolated from observed gravity values.
 KN0047
 KN0047;                    North         East    Units  Estimated Accuracy
 KN0047;SPC UT C     - 2,089,450.      588,860.      MT  (+/- 180 meters Scaled)
 KN0047
 KN0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ456318(NAD 83)
 KN0047
 KN0047                          SUPERSEDED SURVEY CONTROL
 KN0047
 KN0047  NGVD 29 (??/??/92) 1605.340  (m)         5266.85   (f) ADJ UNCH    2 0
 KN0047
 KN0047.Superseded values are not recommended for survey control.
 KN0047
 KN0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0047.See file dsdata.pdf to determine how the superseded data were derived.
 KN0047
 KN0047_MARKER: DB = BENCH MARK DISK
 KN0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0047_STAMPING: M 39 1934
 KN0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0047+STABILITY: SURFACE MOTION
 KN0047
 KN0047  HISTORY     - Date     Condition        Report By
 KN0047  HISTORY     - 1934     MONUMENTED       CGS
 KN0047  HISTORY     - 1970     GOOD             USGS
 KN0047
 KN0047                          STATION DESCRIPTION
 KN0047
 KN0047'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KN0047'24.7 MI W FROM GREEN RIVER.
 KN0047'FROM SEC. COR 12/19S/12E GO 1.3 MI. EAST ALONG COUNTY ROAD TO A ROAD
 KN0047'FROM SE, TURN RIGHT AND GO SE ALONG JEEP TRAIL FOR 3.4 MI. TO BM ON
 KN0047'WEST EDGE OF TRAIL, AND SET IN A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0244 ***********************************************************************
 KN0244  DESIGNATION -  M 40
 KN0244  PID         -  KN0244
 KN0244  STATE/COUNTY-  UT/EMERY
 KN0244  COUNTRY     -  US
 KN0244  USGS QUAD   -  CASTLE DALE (2017)
 KN0244
 KN0244                         *CURRENT SURVEY CONTROL
 KN0244  ______________________________________________________________________
 KN0244* NAD 83(1986) POSITION- 39 08 17.     (N) 111 05 49.     (W)   SCALED
 KN0244* NAVD 88 ORTHO HEIGHT -  1810.513 (meters)     5939.99  (feet) ADJUSTED
 KN0244  ______________________________________________________________________
 KN0244  GEOID HEIGHT    -        -17.374 (meters)                     GEOID18
 KN0244  DYNAMIC HEIGHT  -       1808.652 (meters)     5933.89  (feet) COMP
 KN0244  MODELED GRAVITY -    979,535.3   (mgal)                       NAVD 88
 KN0244
 KN0244  VERT ORDER      -  SECOND    CLASS 0
 KN0244
 KN0244.The horizontal coordinates were scaled from a map and have
 KN0244.an estimated accuracy of +/- 6 seconds.
 KN0244
 KN0244.The orthometric height was determined by differential leveling and
 KN0244.adjusted by the NATIONAL GEODETIC SURVEY
 KN0244.in June 1991.
 KN0244
 KN0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0244.GEOID18 height accuracy estimate available here.
 KN0244
 KN0244.Click photographs - Photos may exist for this station.
 KN0244
 KN0244.The dynamic height is computed by dividing the NAVD 88
 KN0244.geopotential number by the normal gravity value computed on the
 KN0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0244.degrees latitude (g = 980.6199 gals.).
 KN0244
 KN0244.The modeled gravity was interpolated from observed gravity values.
 KN0244
 KN0244;                    North         East    Units  Estimated Accuracy
 KN0244;SPC UT C     - 2,089,420.      534,850.      MT  (+/- 180 meters Scaled)
 KN0244
 KN0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ916321(NAD 83)
 KN0244
 KN0244                          SUPERSEDED SURVEY CONTROL
 KN0244
 KN0244  NGVD 29 (??/??/92) 1809.392  (m)         5936.31   (f) ADJ UNCH    2 0
 KN0244
 KN0244.Superseded values are not recommended for survey control.
 KN0244
 KN0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0244.See file dsdata.pdf to determine how the superseded data were derived.
 KN0244
 KN0244_MARKER: DB = BENCH MARK DISK
 KN0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0244_STAMPING: M 40 1934
 KN0244_MARK LOGO: CGS
 KN0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0244+STABILITY: SURFACE MOTION
 KN0244
 KN0244  HISTORY     - Date     Condition        Report By
 KN0244  HISTORY     - 1934     MONUMENTED       CGS
 KN0244  HISTORY     - 1976     MARK NOT FOUND   USGS
 KN0244  HISTORY     - 20180606 MARK NOT FOUND   NGS
 KN0244
 KN0244                          STATION DESCRIPTION
 KN0244
 KN0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0244'0.4 MI N FROM CLAWSON.
 KN0244'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 10 FROM THE FOUR CORNERS AT
 KN0244'CLAWSON, EMERY COUNTY, ON THE OPPOSITE SIDE OF THE HIGHWAY FROM A
 KN0244'HOUSE, 42 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, UNDER A
 KN0244'POWER-TRANSMISSION LINE, AND IN LINE WITH A FENCE.  A STANDARD DISK,
 KN0244'STAMPED M 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KN0244
 KN0244                          STATION RECOVERY (1976)
 KN0244
 KN0244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KN0244'MARK NOT FOUND.
 KN0244
 KN0244                          STATION RECOVERY (2018)
 KN0244
 KN0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 KN0244'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0230 ***********************************************************************
 KN0230  DESIGNATION -  M 41
 KN0230  PID         -  KN0230
 KN0230  STATE/COUNTY-  UT/SANPETE
 KN0230  COUNTRY     -  US
 KN0230  USGS QUAD   -  JOES VALLEY RESERVOIR (2017)
 KN0230
 KN0230                         *CURRENT SURVEY CONTROL
 KN0230  ______________________________________________________________________
 KN0230* NAD 83(1986) POSITION- 39 18 26.     (N) 111 21 54.     (W)   SCALED
 KN0230* NAVD 88 ORTHO HEIGHT -  2705.208 (meters)     8875.34  (feet) ADJUSTED
 KN0230  ______________________________________________________________________
 KN0230  GEOID HEIGHT    -        -16.156 (meters)                     GEOID18
 KN0230  DYNAMIC HEIGHT  -       2702.060 (meters)     8865.01  (feet) COMP
 KN0230  MODELED GRAVITY -    979,363.8   (mgal)                       NAVD 88
 KN0230
 KN0230  VERT ORDER      -  SECOND    CLASS 0
 KN0230
 KN0230.The horizontal coordinates were scaled from a map and have
 KN0230.an estimated accuracy of +/- 6 seconds.
 KN0230
 KN0230.The orthometric height was determined by differential leveling and
 KN0230.adjusted by the NATIONAL GEODETIC SURVEY
 KN0230.in June 1991.
 KN0230
 KN0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0230.GEOID18 height accuracy estimate available here.
 KN0230
 KN0230.Click photographs - Photos may exist for this station.
 KN0230
 KN0230.The dynamic height is computed by dividing the NAVD 88
 KN0230.geopotential number by the normal gravity value computed on the
 KN0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0230.degrees latitude (g = 980.6199 gals.).
 KN0230
 KN0230.The modeled gravity was interpolated from observed gravity values.
 KN0230
 KN0230;                    North         East    Units  Estimated Accuracy
 KN0230;SPC UT C     - 2,108,130.      511,640.      MT  (+/- 180 meters Scaled)
 KN0230
 KN0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ685509(NAD 83)
 KN0230
 KN0230                          SUPERSEDED SURVEY CONTROL
 KN0230
 KN0230  NGVD 29 (??/??/92) 2703.842  (m)         8870.86   (f) ADJ UNCH    2 0
 KN0230
 KN0230.Superseded values are not recommended for survey control.
 KN0230
 KN0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0230.See file dsdata.pdf to determine how the superseded data were derived.
 KN0230
 KN0230_MARKER: DB = BENCH MARK DISK
 KN0230_SETTING: 66 = SET IN ROCK OUTCROP
 KN0230_STAMPING: M 41 1934
 KN0230_MARK LOGO: CGS
 KN0230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0230+STABILITY: POSITION/ELEVATION WELL
 KN0230
 KN0230  HISTORY     - Date     Condition        Report By
 KN0230  HISTORY     - 1934     MONUMENTED       CGS
 KN0230
 KN0230                          STATION DESCRIPTION
 KN0230
 KN0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0230'22.0 MI W FROM ORANGEVILLE.
 KN0230'ABOUT 22.0 MILES WEST ALONG STATE HIGHWAY 29 AND THE TRAIL TO EPHRAIM
 KN0230'FROM ORANGEVILLE, EMERY COUNTY, ABOUT 2 MILES FROM A RANGER STATION,
 KN0230'ABOUT 50 FEET NORTH OF THE TRAIL, AND IN IGNEOUS BEDROCK, ABOUT 15
 KN0230'FEET HIGHER THAN THE TRAIL.  A STANDARD DISK, STAMPED M 41 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0174 ***********************************************************************
 KN0174  DESIGNATION -  M 42
 KN0174  PID         -  KN0174
 KN0174  STATE/COUNTY-  UT/SANPETE
 KN0174  COUNTRY     -  US
 KN0174  USGS QUAD   -  FAIRVIEW (2017)
 KN0174
 KN0174                         *CURRENT SURVEY CONTROL
 KN0174  ______________________________________________________________________
 KN0174* NAD 83(1986) POSITION- 39 42 58.     (N) 111 28 16.     (W)   SCALED
 KN0174* NAVD 88 ORTHO HEIGHT -  1957.418 (meters)     6421.96  (feet) POSTED
 KN0174  ______________________________________________________________________
 KN0174  GEOID HEIGHT    -        -16.702 (meters)                     GEOID18
 KN0174  DYNAMIC HEIGHT  -       1955.42  (meters)     6415.4   (feet) COMP
 KN0174  MODELED GRAVITY -    979,538.6   (mgal)                       NAVD 88
 KN0174
 KN0174  VERT ORDER      -  * POSTED, SEE BELOW
 KN0174
 KN0174.The horizontal coordinates were scaled from a map and have
 KN0174.an estimated accuracy of +/- 6 seconds.
 KN0174
 KN0174.The orthometric height was determined by differential leveling
 KN0174.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KN0174
 KN0174.* This is a POSTED BENCH MARK height.
 KN0174
 KN0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0174.GEOID18 height accuracy estimate available here.
 KN0174
 KN0174.Click photographs - Photos may exist for this station.
 KN0174
 KN0174.The dynamic height is computed by dividing the NAVD 88
 KN0174.geopotential number by the normal gravity value computed on the
 KN0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0174.degrees latitude (g = 980.6199 gals.).
 KN0174
 KN0174.The modeled gravity was interpolated from observed gravity values.
 KN0174
 KN0174;                    North         East    Units  Estimated Accuracy
 KN0174;SPC UT C     - 2,153,510.      502,480.      MT  (+/- 180 meters Scaled)
 KN0174
 KN0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ596963(NAD 83)
 KN0174
 KN0174                          SUPERSEDED SURVEY CONTROL
 KN0174
 KN0174  NGVD 29 (??/??/92) 1956.206  (m)         6417.99   (f) ADJ UNCH    2 0
 KN0174
 KN0174.Superseded values are not recommended for survey control.
 KN0174
 KN0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0174.See file dsdata.pdf to determine how the superseded data were derived.
 KN0174
 KN0174_MARKER: DB = BENCH MARK DISK
 KN0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0174_STAMPING: M 42 1934
 KN0174_MARK LOGO: CGS
 KN0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0174+STABILITY: SURFACE MOTION
 KN0174
 KN0174  HISTORY     - Date     Condition        Report By
 KN0174  HISTORY     - 1934     MONUMENTED       CGS
 KN0174
 KN0174                          STATION DESCRIPTION
 KN0174
 KN0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0174'8.7 MI N FROM FAIRVIEW.
 KN0174'ABOUT 8.7 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0174'FROM THE STATION AT FAIRVIEW, SANPETE COUNTY, AT HILL TOP, AT A
 KN0174'SIDING, AT THE CROSSING OF U.S. HIGHWAY 89, ABOUT 5 RAILS NORTH OF THE
 KN0174'CENTER LINE OF THE HIGHWAY, AND 27 FEET WEST OF THE CENTER LINE OF THE
 KN0174'MAIN TRACK.  A STANDARD DISK, STAMPED M 42 1934 AND SET IN THE TOP OF
 KN0174'A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0266 ***********************************************************************
 KN0266  FBN         -  This is a Federal Base Network Control Station.
 KN0266  DESIGNATION -  M 43
 KN0266  PID         -  KN0266
 KN0266  STATE/COUNTY-  UT/SANPETE
 KN0266  COUNTRY     -  US
 KN0266  USGS QUAD   -  STERLING (2017)
 KN0266
 KN0266                         *CURRENT SURVEY CONTROL
 KN0266  ______________________________________________________________________
 KN0266* NAD 83(2011) POSITION- 39 12 19.85169(N) 111 42 26.33741(W)   ADJUSTED
 KN0266* NAD 83(2011) ELLIP HT-  1627.974 (meters)        (06/27/12)   ADJUSTED
 KN0266* NAD 83(2011) EPOCH   -  2010.00
 KN0266* NAVD 88 ORTHO HEIGHT -  1645.882 (meters)     5399.86  (feet) ADJUSTED
 KN0266  ______________________________________________________________________
 KN0266  GEOID HEIGHT    -        -17.910 (meters)                     GEOID18
 KN0266  NAD 83(2011) X  - -1,830,907.182 (meters)                     COMP
 KN0266  NAD 83(2011) Y  - -4,599,157.090 (meters)                     COMP
 KN0266  NAD 83(2011) Z  -  4,011,051.395 (meters)                     COMP
 KN0266  LAPLACE CORR    -          7.27  (seconds)                    DEFLEC18
 KN0266  DYNAMIC HEIGHT  -       1644.198 (meters)     5394.34  (feet) COMP
 KN0266  MODELED GRAVITY -    979,547.0   (mgal)                       NAVD 88
 KN0266
 KN0266  VERT ORDER      -  SECOND    CLASS 0
 KN0266
 KN0266  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KN0266  Standards:
 KN0266         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KN0266            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KN0266  -------------------------------------------------------------------
 KN0266  NETWORK    0.49   0.84           0.20   0.20   0.43     -0.16898870
 KN0266  -------------------------------------------------------------------
 KN0266  Click here for local accuracies and other accuracy information.
 KN0266
 KN0266.The horizontal coordinates were established by GPS observations
 KN0266.and adjusted by the National Geodetic Survey in June 2012.
 KN0266
 KN0266.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KN0266.been affixed to the stable North American tectonic plate. See 
 KN0266.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KN0266
 KN0266.The horizontal coordinates are valid at the epoch date displayed above
 KN0266.which is a decimal equivalence of Year/Month/Day.
 KN0266
 KN0266.The orthometric height was determined by differential leveling and
 KN0266.adjusted by the NATIONAL GEODETIC SURVEY
 KN0266.in June 1991.
 KN0266
 KN0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0266.GEOID18 height accuracy estimate available here.
 KN0266
 KN0266.Click photographs - Photos may exist for this station.
 KN0266
 KN0266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KN0266
 KN0266.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0266
 KN0266.The ellipsoidal height was determined by GPS observations
 KN0266.and is referenced to NAD 83.
 KN0266
 KN0266.The dynamic height is computed by dividing the NAVD 88
 KN0266.geopotential number by the normal gravity value computed on the
 KN0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0266.degrees latitude (g = 980.6199 gals.).
 KN0266
 KN0266.The modeled gravity was interpolated from observed gravity values.
 KN0266
 KN0266. The following values were computed from the NAD 83(2011) position.
 KN0266
 KN0266;                    North         East     Units Scale Factor Converg.
 KN0266;SPC UT C     - 2,096,850.230   482,093.788   MT  0.99995874   -0 07 58.1
 KN0266;SPC UT C     - 6,879,416.13  1,581,669.37   sFT  0.99995874   -0 07 58.1
 KN0266;UTM  12      - 4,339,821.418   438,929.532   MT  0.99964592   -0 26 49.6
 KN0266
 KN0266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0266!SPC UT C     -   0.99974465  x   0.99995874  =   0.99970340
 KN0266!UTM  12      -   0.99974465  x   0.99964592  =   0.99939066
 KN0266
 KN0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ3892939821(NAD 83)
 KN0266
 KN0266                          SUPERSEDED SURVEY CONTROL
 KN0266
 KN0266  NAD 83(2007)-  39 12 19.85137(N)    111 42 26.33818(W) AD(2002.00) 0
 KN0266  ELLIP H (02/10/07) 1627.985  (m)                       GP(2002.00)    
 KN0266  ELLIP H (06/28/00) 1628.004  (m)                       GP(       ) 4 1
 KN0266  NAD 83(1994)-  39 12 19.85068(N)    111 42 26.33644(W) AD(       ) A
 KN0266  ELLIP H (04/21/95) 1628.059  (m)                       GP(       ) 2 2
 KN0266  NAVD 88            1645.88   (m)         5399.9    (f) LEVELING    3  
 KN0266  NGVD 29 (??/??/92) 1644.714  (m)         5396.03   (f) ADJ UNCH    2 0
 KN0266
 KN0266.Superseded values are not recommended for survey control.
 KN0266
 KN0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0266.See file dsdata.pdf to determine how the superseded data were derived.
 KN0266
 KN0266_MARKER: DB = BENCH MARK DISK
 KN0266_SETTING: 80 = SET IN A BOULDER
 KN0266_STAMPING: M 43 1943
 KN0266_MARK LOGO: CGS
 KN0266_MAGNETIC: N = NO MAGNETIC MATERIAL
 KN0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0266+STABILITY: SURFACE MOTION
 KN0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0266+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2010
 KN0266
 KN0266  HISTORY     - Date     Condition        Report By
 KN0266  HISTORY     - 1934     MONUMENTED       CGS
 KN0266  HISTORY     - 19931106 GOOD             NGS
 KN0266  HISTORY     - 19990201 GOOD             NGS
 KN0266  HISTORY     - 20040713 GOOD             INDIV
 KN0266  HISTORY     - 20101210 GOOD             GEOCAC
 KN0266
 KN0266                          STATION DESCRIPTION
 KN0266
 KN0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0266'5.4 MI S FROM MANTI.
 KN0266'ABOUT 5.4 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0266'FROM THE W.W. BROWN BUILDING AT MANTI, SANPETE COUNTY, 20 FEET NORTH
 KN0266'OF THE BOX CAR STATION AT STERLING, AT A DAM FOR A LAKE, AT THE SOUTH
 KN0266'END OF A SWITCH, NEAR A CROSSING, 30 FEET EAST OF THE TRACK, AND IN
 KN0266'THE TOP OF BEDROCK.  A STANDARD DISK, STAMPED M 43 1943.
 KN0266
 KN0266                          STATION RECOVERY (1993)
 KN0266
 KN0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 KN0266'STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTHWEST OF MANTI, 8 KM (4.95
 KN0266'MI) EAST-NORTHEAST OF GUNNISON, 1.5 KM (0.95 MI) WEST OF STERLING, AT
 KN0266'THE SOUTH END OF GUNNISON RESERVOIR, ALONG THE OLD DENVER AND RIO
 KN0266'GRANDE RAILROAD RIGHT-OF-WAY, AT THE CROSSING OF A GRADED ROAD, IN
 KN0266'HIGH BRUSH, IN THE NORTHEAST 1/4 OF SECTION 30, T 18 S, R 2 E.
 KN0266'OWNERSHIP--UNKNOWN. TO REACH FROM THE JUNCTION OF US HIGHWAY 89 AND
 KN0266'STATE HIGHWAY 28 ON THE NORTH SIDE OF GUNNISON, GO EAST, THEN NORTH,
 KN0266'ON HIGHWAY 89 FOR 13.00 KM (8.05 MI) TO THE LDS CHURCH ON THE LEFT IN
 KN0266'STERLING. CONTINUE AHEAD FOR 0.55 KM (0.35 MI) TO A GRADED ROAD LEFT
 KN0266'ON NORTH SIDE OF A DEEP RAVINE.  TURN LEFT, WEST, ON ROAD FOR 0.61 KM
 KN0266'(0.35 MI) TO A FORK.  KEEP LEFT, WESTERLY, ON ROAD FOR 0.34 KM (0.20
 KN0266'MI) TO A FORK.  KEEP RIGHT, WESTERLY, ON ROAD FOR 0.65 KM (0.40 MI) TO
 KN0266'THE OLD RAILROAD BED JUST BEFORE REACHING A BRIDGE OVER A SPILLWAY,
 KN0266'AND THE STATION ON THE RIGHT. STATION MARK IS A DISK SET IN THE TOP OF
 KN0266'A 1.0 M (3.3 FT) X 1.8 M (5.9 FT) NORTH-SOUTH BOULDER PROJECTING 0.4 M
 KN0266'(1.3 FT) ON ITS WEST SIDE.  IT IS 23.5 M (77.1 FT) NORTH OF THE ROAD
 KN0266'CENTER, 7.8 M (25.6 FT) EAST OF THE ROADBED CENTER, 1.0 M (3.3 FT)
 KN0266'EAST OF A FIBERGLASS WITNESS POST, 7.4 M (24.3 FT) WEST OF A FENCE,
 KN0266'20.9 M (68.6 FT) NORTH-NORTHWEST OF A FENCE CORNER, AND 1.2 M (3.9 FT)
 KN0266'SOUTH OF THE NORTH END OF THE BOULDER. DESCRIBED BY G.R.HEID
 KN0266
 KN0266                          STATION RECOVERY (1999)
 KN0266
 KN0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 KN0266'RECOVERED AS DESCRIBED.
 KN0266
 KN0266                          STATION RECOVERY (2004)
 KN0266
 KN0266'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HDM)
 KN0266'RECOVERED IN GOOD CONDITION.
 KN0266
 KN0266                          STATION RECOVERY (2010)
 KN0266
 KN0266'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 KN0266'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0308 ***********************************************************************
 KN0308  DESIGNATION -  M 44
 KN0308  PID         -  KN0308
 KN0308  STATE/COUNTY-  UT/JUAB
 KN0308  COUNTRY     -  US
 KN0308  USGS QUAD   -  NEPHI (2017)
 KN0308
 KN0308                         *CURRENT SURVEY CONTROL
 KN0308  ______________________________________________________________________
 KN0308* NAD 83(1986) POSITION- 39 42 31.7    (N) 111 50 09.2    (W)   HD_HELD2
 KN0308* NAVD 88 ORTHO HEIGHT -  1565.565 (meters)     5136.36  (feet) ADJUSTED
 KN0308  ______________________________________________________________________
 KN0308  GEOID HEIGHT    -        -17.606 (meters)                     GEOID18
 KN0308  DYNAMIC HEIGHT  -       1564.083 (meters)     5131.50  (feet) COMP
 KN0308  MODELED GRAVITY -    979,625.1   (mgal)                       NAVD 88
 KN0308
 KN0308  VERT ORDER      -  SECOND    CLASS 0
 KN0308
 KN0308.The horizontal coordinates were established by autonomous hand held GPS
 KN0308.observations and have an estimated accuracy of +/- 10 meters.
 KN0308
 KN0308.The orthometric height was determined by differential leveling and
 KN0308.adjusted by the NATIONAL GEODETIC SURVEY
 KN0308.in June 1991.
 KN0308
 KN0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0308.GEOID18 height accuracy estimate available here.
 KN0308
 KN0308.Click photographs - Photos may exist for this station.
 KN0308
 KN0308.The dynamic height is computed by dividing the NAVD 88
 KN0308.geopotential number by the normal gravity value computed on the
 KN0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0308.degrees latitude (g = 980.6199 gals.).
 KN0308
 KN0308.The modeled gravity was interpolated from observed gravity values.
 KN0308
 KN0308;                    North         East    Units  Estimated Accuracy
 KN0308;SPC UT C     - 2,152,757.      471,199.      MT  (+/- 10 meters HH2 GPS)
 KN0308
 KN0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ2834695772(NAD 83)
 KN0308
 KN0308                          SUPERSEDED SURVEY CONTROL
 KN0308
 KN0308  NGVD 29 (??/??/92) 1564.399  (m)         5132.53   (f) ADJ UNCH    2 0
 KN0308
 KN0308.Superseded values are not recommended for survey control.
 KN0308
 KN0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0308.See file dsdata.pdf to determine how the superseded data were derived.
 KN0308
 KN0308_MARKER: DB = BENCH MARK DISK
 KN0308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0308_SP_SET: WINDOW LEDGE
 KN0308_STAMPING: M 44 1934
 KN0308_MARK LOGO: CGS
 KN0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0308
 KN0308  HISTORY     - Date     Condition        Report By
 KN0308  HISTORY     - 1934     MONUMENTED       CGS
 KN0308  HISTORY     - 19940606 GOOD             NGS
 KN0308  HISTORY     - 20160716 GOOD             NGS
 KN0308
 KN0308                          STATION DESCRIPTION
 KN0308
 KN0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0308'IN NEPHI.
 KN0308'AT NEPHI, JUAB COUNTY, AT THE WEST SIDE OF THE POST OFFICE, NORTH OF
 KN0308'THE ENTRANCE, AND IN THE TOP OF THE SOUTH END OF THE FIRST BASEMENT
 KN0308'WINDOW LEDGE.  A STANDARD DISK, STAMPED M 44 1934.
 KN0308
 KN0308                          STATION RECOVERY (1994)
 KN0308
 KN0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DW)
 KN0308'STATION IS AT NE CORNER OF MAIN ST. (= BL 15, NO LONGER US 91) AND
 KN0308'CENTER ST.
 KN0308
 KN0308                          STATION RECOVERY (2016)
 KN0308
 KN0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016 (DW)
 KN0308'MAIN ST. IS BL 15 AND UT 28.  STATION IS ONE BLOCK SOUTH OF 1ST
 KN0308'STREET NORTH = UT 132.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0251 ***********************************************************************
 KO0251  DESIGNATION -  M 45
 KO0251  PID         -  KO0251
 KO0251  STATE/COUNTY-  UT/MILLARD
 KO0251  COUNTRY     -  US
 KO0251  USGS QUAD   -  DELTA (2017)
 KO0251
 KO0251                         *CURRENT SURVEY CONTROL
 KO0251  ______________________________________________________________________
 KO0251* NAD 83(1986) POSITION- 39 20 54.73   (N) 112 35 10.09   (W)   HD_HELD1
 KO0251* NAVD 88 ORTHO HEIGHT -  1412.933 (meters)     4635.60  (feet) ADJUSTED
 KO0251  ______________________________________________________________________
 KO0251  GEOID HEIGHT    -        -19.547 (meters)                     GEOID18
 KO0251  DYNAMIC HEIGHT  -       1411.620 (meters)     4631.29  (feet) COMP
 KO0251  MODELED GRAVITY -    979,648.9   (mgal)                       NAVD 88
 KO0251
 KO0251  VERT ORDER      -  FIRST     CLASS I
 KO0251
 KO0251.The horizontal coordinates were determined by differentially corrected
 KO0251.hand held GPS observations or other comparable positioning techniques
 KO0251.and have an estimated accuracy of +/- 3 meters.
 KO0251
 KO0251.The orthometric height was determined by differential leveling and
 KO0251.adjusted by the NATIONAL GEODETIC SURVEY
 KO0251.in June 1991.
 KO0251
 KO0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0251.GEOID18 height accuracy estimate available here.
 KO0251
 KO0251.Click photographs - Photos may exist for this station.
 KO0251
 KO0251.The dynamic height is computed by dividing the NAVD 88
 KO0251.geopotential number by the normal gravity value computed on the
 KO0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0251.degrees latitude (g = 980.6199 gals.).
 KO0251
 KO0251.The modeled gravity was interpolated from observed gravity values.
 KO0251
 KO0251;                    North         East    Units  Estimated Accuracy
 KO0251;SPC UT C     - 2,113,275.4     406,383.7     MT  (+/- 3 meters HH1 GPS) 
 KO0251
 KO0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ6332656654(NAD 83)
 KO0251
 KO0251                          SUPERSEDED SURVEY CONTROL
 KO0251
 KO0251  NGVD 29 (??/??/92) 1411.816  (m)         4631.93   (f) ADJ UNCH    1 1
 KO0251
 KO0251.Superseded values are not recommended for survey control.
 KO0251
 KO0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0251.See file dsdata.pdf to determine how the superseded data were derived.
 KO0251
 KO0251_MARKER: DB = BENCH MARK DISK
 KO0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0251_STAMPING: M 45 1934
 KO0251_MARK LOGO: CGS
 KO0251_PROJECTION: RECESSED 24 CENTIMETERS
 KO0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0251+STABILITY: SURFACE MOTION
 KO0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0251+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2021
 KO0251
 KO0251  HISTORY     - Date     Condition        Report By
 KO0251  HISTORY     - 1934     MONUMENTED       CGS
 KO0251  HISTORY     - 1970     GOOD             NGS
 KO0251  HISTORY     - 20120817 GOOD             NGS
 KO0251  HISTORY     - 20160714 GOOD             NGS
 KO0251  HISTORY     - 20210622 GOOD             NGSTM
 KO0251
 KO0251                          STATION DESCRIPTION
 KO0251
 KO0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0251'IN DELTA.
 KO0251'AT DELTA, ALONG THE UNION PACIFIC RAILROAD, AT THE CROSSING OF 5TH
 KO0251'WEST STREET, 0.05 MILE SOUTH OF THE JUNCTION OF 5TH WEST AND 2ND SOUTH
 KO0251'STREETS, 44.4 FEET NORTHEAST OF THE NORTHEAST RAIL, 29 1/2 FEET EAST
 KO0251'OF THE CENTER LINE OF 5TH WEST STREET, 3 1/2 FEET SOUTH OF A TELEPHONE
 KO0251'POLE, 1.4 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 KO0251'STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 KO0251'ABOVE THE GROUND.  SEC 12, T 17S, R 7W.
 KO0251
 KO0251                          STATION RECOVERY (2012)
 KO0251
 KO0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2012 (DW)
 KO0251'RAILROAD SIDING HAS BEEN REMOVED, BUT ITS ALIGNMENT CAN BE DISCERNED.
 KO0251'STATION IN ON EAST SIDE OF 500 WEST STREET ABOUT MIDWAY BETWEEN 200
 KO0251'SOUTH AND 300 SOUTH STREETS.  TELEPHONE POLE HAS BEEN REMOVED.  MARK
 KO0251'IS 1.4 FEET NORTH A METAL WITNESS POST AND IS ABOUT 0.8 FEET BELOW TOP
 KO0251'OF DIRT LEVEL.
 KO0251'MARK MAY BE SUBJECT TO VERTICAL MOVEMENT.
 KO0251'THIS IS GRAVITY BASE STATION 'DELTA K,' IGB 12092K.
 KO0251
 KO0251                          STATION RECOVERY (2016)
 KO0251
 KO0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016 (DW)
 KO0251'RECOVERED IN GOOD CONDITION.
 KO0251
 KO0251                          STATION RECOVERY (2021)
 KO0251
 KO0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2021 (DW)
 KO0251'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0277 ***********************************************************************
 JO0277  DESIGNATION -  M 46
 JO0277  PID         -  JO0277
 JO0277  STATE/COUNTY-  UT/MILLARD
 JO0277  COUNTRY     -  US
 JO0277  USGS QUAD   -  DOG VALLEY PEAK (2017)
 JO0277
 JO0277                         *CURRENT SURVEY CONTROL
 JO0277  ______________________________________________________________________
 JO0277* NAD 83(1986) POSITION- 38 41 05.     (N) 112 36 06.     (W)   SCALED
 JO0277* NAVD 88 ORTHO HEIGHT -  1736.116 (meters)     5695.91  (feet) ADJUSTED
 JO0277  ______________________________________________________________________
 JO0277  GEOID HEIGHT    -        -19.681 (meters)                     GEOID18
 JO0277  DYNAMIC HEIGHT  -       1734.274 (meters)     5689.86  (feet) COMP
 JO0277  MODELED GRAVITY -    979,505.9   (mgal)                       NAVD 88
 JO0277
 JO0277  VERT ORDER      -  SECOND    CLASS 0
 JO0277
 JO0277.The horizontal coordinates were scaled from a map and have
 JO0277.an estimated accuracy of +/- 6 seconds.
 JO0277
 JO0277.The orthometric height was determined by differential leveling and
 JO0277.adjusted by the NATIONAL GEODETIC SURVEY
 JO0277.in June 1991.
 JO0277
 JO0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0277.GEOID18 height accuracy estimate available here.
 JO0277
 JO0277.Click photographs - Photos may exist for this station.
 JO0277
 JO0277.The dynamic height is computed by dividing the NAVD 88
 JO0277.geopotential number by the normal gravity value computed on the
 JO0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0277.degrees latitude (g = 980.6199 gals.).
 JO0277
 JO0277.The modeled gravity was interpolated from observed gravity values.
 JO0277
 JO0277;                    North         East    Units  Estimated Accuracy
 JO0277;SPC UT C     - 2,039,600.      404,140.      MT  (+/- 180 meters Scaled)
 JO0277
 JO0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH606830(NAD 83)
 JO0277
 JO0277                          SUPERSEDED SURVEY CONTROL
 JO0277
 JO0277  NGVD 29 (??/??/92) 1734.926  (m)         5692.00   (f) ADJ UNCH    2 0
 JO0277
 JO0277.Superseded values are not recommended for survey control.
 JO0277
 JO0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0277.See file dsdata.pdf to determine how the superseded data were derived.
 JO0277
 JO0277_MARKER: DB = BENCH MARK DISK
 JO0277_SETTING: 66 = SET IN ROCK OUTCROP
 JO0277_STAMPING: M 46 1934
 JO0277_MARK LOGO: CGS
 JO0277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0277+STABILITY: POSITION/ELEVATION WELL
 JO0277
 JO0277  HISTORY     - Date     Condition        Report By
 JO0277  HISTORY     - 1934     MONUMENTED       CGS
 JO0277
 JO0277                          STATION DESCRIPTION
 JO0277
 JO0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0277'7.2 MI NW FROM COVE FORT.
 JO0277'ABOUT 7.2 MILES NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE MONUMENT AT
 JO0277'COVE FORT, MILLARD COUNTY, ON THE OUTSIDE OF A CURVE, NEAR A SUMMIT,
 JO0277'36 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF
 JO0277'A ROCK OUTCROP BOULDER FORMATION ABOUT 2 FEET ABOVE GROUND.  A
 JO0277'STANDARD DISK, STAMPED M 46 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0252 ***********************************************************************
 JN0252  DESIGNATION -  M 47
 JN0252  PID         -  JN0252
 JN0252  STATE/COUNTY-  UT/GARFIELD
 JN0252  COUNTRY     -  US
 JN0252  USGS QUAD   -  ANTIMONY (2017)
 JN0252
 JN0252                         *CURRENT SURVEY CONTROL
 JN0252  ______________________________________________________________________
 JN0252* NAD 83(1986) POSITION- 38 03 05.     (N) 111 58 14.     (W)   SCALED
 JN0252* NAVD 88 ORTHO HEIGHT -  2006.231 (meters)     6582.11  (feet) ADJUSTED
 JN0252  ______________________________________________________________________
 JN0252  GEOID HEIGHT    -        -18.753 (meters)                     GEOID18
 JN0252  DYNAMIC HEIGHT  -       2003.849 (meters)     6574.29  (feet) COMP
 JN0252  MODELED GRAVITY -    979,370.5   (mgal)                       NAVD 88
 JN0252
 JN0252  VERT ORDER      -  SECOND    CLASS 0
 JN0252
 JN0252.The horizontal coordinates were scaled from a map and have
 JN0252.an estimated accuracy of +/- 6 seconds.
 JN0252
 JN0252.The orthometric height was determined by differential leveling and
 JN0252.adjusted by the NATIONAL GEODETIC SURVEY
 JN0252.in June 1991.
 JN0252
 JN0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0252.GEOID18 height accuracy estimate available here.
 JN0252
 JN0252.Click photographs - Photos may exist for this station.
 JN0252
 JN0252.The dynamic height is computed by dividing the NAVD 88
 JN0252.geopotential number by the normal gravity value computed on the
 JN0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0252.degrees latitude (g = 980.6199 gals.).
 JN0252
 JN0252.The modeled gravity was interpolated from observed gravity values.
 JN0252
 JN0252;                    North         East    Units  Estimated Accuracy
 JN0252;SPC UT S     - 3,153,790.      458,700.      MT  (+/- 180 meters Scaled)
 JN0252
 JN0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH148119(NAD 83)
 JN0252
 JN0252                          SUPERSEDED SURVEY CONTROL
 JN0252
 JN0252  NGVD 29 (??/??/92) 2004.945  (m)         6577.89   (f) ADJ UNCH    2 0
 JN0252
 JN0252.Superseded values are not recommended for survey control.
 JN0252
 JN0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0252.See file dsdata.pdf to determine how the superseded data were derived.
 JN0252
 JN0252_MARKER: DB = BENCH MARK DISK
 JN0252_SETTING: 66 = SET IN ROCK OUTCROP
 JN0252_STAMPING: M 47 1934
 JN0252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0252+STABILITY: POSITION/ELEVATION WELL
 JN0252
 JN0252  HISTORY     - Date     Condition        Report By
 JN0252  HISTORY     - 1934     MONUMENTED       CGS
 JN0252
 JN0252                          STATION DESCRIPTION
 JN0252
 JN0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0252'6.8 MI S FROM ANTIMONY.
 JN0252'6.8 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE SOUTH EDGE OF
 JN0252'ANTIMONY, GARFIELD COUNTY, IN A CANYON, SOUTH OF A CURVE, JUST NORTH
 JN0252'OF THE CENTER OF A HILL, IN THE WEST FACE OF THE MOUNTAIN, IN THE TOP
 JN0252'OF BEDROCK, 24 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 JN0252'4 FEET HIGHER THAN THE PRESENT ROADBED.  A STANDARD DISK, STAMPED M 47
 JN0252'1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0021 ***********************************************************************
 HO0021  DESIGNATION -  M 48
 HO0021  PID         -  HO0021
 HO0021  STATE/COUNTY-  UT/GARFIELD
 HO0021  COUNTRY     -  US
 HO0021  USGS QUAD   -  WILSON PEAK (2017)
 HO0021
 HO0021                         *CURRENT SURVEY CONTROL
 HO0021  ______________________________________________________________________
 HO0021* NAD 83(1986) POSITION- 37 43 20.     (N) 112 15 54.     (W)   SCALED
 HO0021* NAVD 88 ORTHO HEIGHT -  2370.946 (meters)     7778.68  (feet) POSTED
 HO0021  ______________________________________________________________________
 HO0021  GEOID HEIGHT    -        -20.051 (meters)                     GEOID18
 HO0021  DYNAMIC HEIGHT  -       2367.94  (meters)     7768.8   (feet) COMP
 HO0021  MODELED GRAVITY -    979,274.0   (mgal)                       NAVD 88
 HO0021
 HO0021  VERT ORDER      -  * POSTED, SEE BELOW
 HO0021
 HO0021.The horizontal coordinates were scaled from a map and have
 HO0021.an estimated accuracy of +/- 6 seconds.
 HO0021
 HO0021.The orthometric height was determined by differential leveling
 HO0021.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0021
 HO0021.* This is a POSTED BENCH MARK height.
 HO0021
 HO0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0021.GEOID18 height accuracy estimate available here.
 HO0021
 HO0021.Click photographs - Photos may exist for this station.
 HO0021
 HO0021.The dynamic height is computed by dividing the NAVD 88
 HO0021.geopotential number by the normal gravity value computed on the
 HO0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0021.degrees latitude (g = 980.6199 gals.).
 HO0021
 HO0021.The modeled gravity was interpolated from observed gravity values.
 HO0021
 HO0021;                    North         East    Units  Estimated Accuracy
 HO0021;SPC UT S     - 3,117,430.      432,560.      MT  (+/- 180 meters Scaled)
 HO0021
 HO0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG885757(NAD 83)
 HO0021
 HO0021                          SUPERSEDED SURVEY CONTROL
 HO0021
 HO0021  NGVD 29 (??/??/92) 2369.503  (m)         7773.94   (f) ADJ UNCH    2 0
 HO0021
 HO0021.Superseded values are not recommended for survey control.
 HO0021
 HO0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0021.See file dsdata.pdf to determine how the superseded data were derived.
 HO0021
 HO0021_MARKER: DB = BENCH MARK DISK
 HO0021_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0021_SP_SET: CULVERT
 HO0021_STAMPING: M 48 1934
 HO0021_MARK LOGO: CGS
 HO0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0021+STABILITY: SURFACE MOTION
 HO0021
 HO0021  HISTORY     - Date     Condition        Report By
 HO0021  HISTORY     - 1934     MONUMENTED       CGS
 HO0021
 HO0021                          STATION DESCRIPTION
 HO0021
 HO0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0021'6.5 MI NW FROM RUBYS INN.
 HO0021'6.5 MILES NORTHWEST ALONG STATE HIGHWAY 12 FROM THE JUNCTION WITH
 HO0021'STATE HIGHWAY 22 AT RUBYS INN, GARFIELD COUNTY, ALONG A CANYON, AT A
 HO0021'CONCRETE CULVERT, IN THE TOP OF THE NORTH HEAD WALL, 22 FEET NORTH OF
 HO0021'THE CENTER, IN THE TOP OF THE NORTH ABOUT 3 FEET LOWER THAN THE
 HO0021'HIGHWAY.  A STANDARD DISK, STAMPED M 48 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0185 ***********************************************************************
 KO0185  DESIGNATION -  M 4=4654.567
 KO0185  PID         -  KO0185
 KO0185  STATE/COUNTY-  UT/MILLARD
 KO0185  COUNTRY     -  US
 KO0185  USGS QUAD   -  NEELS (2017)
 KO0185
 KO0185                         *CURRENT SURVEY CONTROL
 KO0185  ______________________________________________________________________
 KO0185* NAD 83(1986) POSITION- 39 00 57.     (N) 112 46 51.     (W)   SCALED
 KO0185* NAVD 88 ORTHO HEIGHT -  1419.837 (meters)     4658.25  (feet) ADJUSTED
 KO0185  ______________________________________________________________________
 KO0185  GEOID HEIGHT    -        -20.062 (meters)                     GEOID18
 KO0185  DYNAMIC HEIGHT  -       1418.486 (meters)     4653.82  (feet) COMP
 KO0185  MODELED GRAVITY -    979,626.7   (mgal)                       NAVD 88
 KO0185
 KO0185  VERT ORDER      -  FIRST     CLASS I
 KO0185
 KO0185.The horizontal coordinates were scaled from a map and have
 KO0185.an estimated accuracy of +/- 6 seconds.
 KO0185
 KO0185.The orthometric height was determined by differential leveling and
 KO0185.adjusted by the NATIONAL GEODETIC SURVEY
 KO0185.in June 1991.
 KO0185
 KO0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0185.GEOID18 height accuracy estimate available here.
 KO0185
 KO0185.Click photographs - Photos may exist for this station.
 KO0185
 KO0185.The dynamic height is computed by dividing the NAVD 88
 KO0185.geopotential number by the normal gravity value computed on the
 KO0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0185.degrees latitude (g = 980.6199 gals.).
 KO0185
 KO0185.The modeled gravity was interpolated from observed gravity values.
 KO0185
 KO0185;                    North         East    Units  Estimated Accuracy
 KO0185;SPC UT C     - 2,076,570.      389,080.      MT  (+/- 180 meters Scaled)
 KO0185
 KO0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ458200(NAD 83)
 KO0185
 KO0185                          SUPERSEDED SURVEY CONTROL
 KO0185
 KO0185  NGVD 29 (??/??/92) 1418.715  (m)         4654.57   (f) ADJ UNCH    1 1
 KO0185
 KO0185.Superseded values are not recommended for survey control.
 KO0185
 KO0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0185.See file dsdata.pdf to determine how the superseded data were derived.
 KO0185
 KO0185_MARKER: P = PIPE CAP
 KO0185_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0185_STAMPING: ELEV. 4654.567 FT.
 KO0185_MARK LOGO: CGS
 KO0185_PROJECTION: PROJECTING 18 CENTIMETERS
 KO0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0185
 KO0185  HISTORY     - Date     Condition        Report By
 KO0185  HISTORY     - 1908     MONUMENTED       CGS
 KO0185  HISTORY     - 1970     GOOD             NGS
 KO0185
 KO0185                          STATION DESCRIPTION
 KO0185
 KO0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0185'24.1 MI NE FROM BLACK ROCK.
 KO0185'24.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0185'AT BLACK ROCK, 11 1/2 FEET SOUTH OF THE FIRST POLE SOUTHWEST OF
 KO0185'MILEPOLE 623.50, 78.68 FEET NORTHWEST OF THE NORTHWEST RAIL, 39 FEET
 KO0185'EAST-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 42.16 FEET
 KO0185'SOUTH-SOUTHWEST OF THE STATION, 49.35 FEET SOUTHWEST OF R.M. 1, 12.2
 KO0185'FEET EAST-SOUTHEAST OF A FENCE, ABOUT LEVEL WITH THE TRACK, AND
 KO0185'SCREWED ON THE TOP OF A 3 1/2-INCH IRON PIPE ENCASED IN A CONCRETE
 KO0185'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0412 ***********************************************************************
 KO0412  DESIGNATION -  M 5
 KO0412  PID         -  KO0412
 KO0412  STATE/COUNTY-  UT/MILLARD
 KO0412  COUNTRY     -  US
 KO0412  USGS QUAD   -  COFFEE PEAK (2017)
 KO0412
 KO0412                         *CURRENT SURVEY CONTROL
 KO0412  ______________________________________________________________________
 KO0412* NAD 83(1994) POSITION- 39 03 35.06166(N) 112 08 16.22619(W)   ADJUSTED
 KO0412* NAVD 88 ORTHO HEIGHT -  3049.5   (meters)    10005.    (feet) VERTCON3
 KO0412  ______________________________________________________________________
 KO0412  GEOID HEIGHT    -        -18.083 (meters)                     GEOID18
 KO0412  LAPLACE CORR    -          4.18  (seconds)                    DEFLEC18
 KO0412  HORZ ORDER      -  THIRD
 KO0412
 KO0412.The horizontal coordinates were established by classical geodetic methods
 KO0412.and adjusted by the National Geodetic Survey in November 1997.
 KO0412
 KO0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0412
 KO0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0412.GEOID18 height accuracy estimate available here.
 KO0412
 KO0412.Click photographs - Photos may exist for this station.
 KO0412
 KO0412.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0412
 KO0412. The following values were computed from the NAD 83(1994) position.
 KO0412
 KO0412;                    North         East     Units Scale Factor Converg.
 KO0412;SPC UT C     - 2,080,843.097   444,793.694   MT  0.99998965   -0 24 30.9
 KO0412;SPC UT C     - 6,826,899.39  1,459,293.98   sFT  0.99998965   -0 24 30.9
 KO0412;UTM  12      - 4,324,021.969   401,553.944   MT  0.99971933   -0 43 01.4
 KO0412
 KO0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0412!SPC UT C     -   0.99952462  x   0.99998965  =   0.99951427
 KO0412!UTM  12      -   0.99952462  x   0.99971933  =   0.99924408
 KO0412
 KO0412:                Primary Azimuth Mark                     Grid Az
 KO0412:SPC UT C     -  MOUNT CATHERINE                          181 43 39.6
 KO0412:UTM  12      -  MOUNT CATHERINE                          182 02 10.1
 KO0412
 KO0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ0155324021(NAD 83)
 KO0412
 KO0412|---------------------------------------------------------------------|
 KO0412| PID    Reference Object                     Distance      Geod. Az  |
 KO0412|                                                           dddmmss.s |
 KO0412| CM6665 M 5 RM 3                              1.795 METERS 08636     |
 KO0412| KN0415 STEVENS 20                          APPROX.12.1 KM 0894159.7 |
 KO0412| KN0416 M 20                                APPROX.12.0 KM 0925533.3 |
 KO0412| JO0469 MOUNT CATHERINE                     APPROX. 7.3 KM 1811908.7 |
 KO0412| CM6663 M 5 RM 1                              3.103 METERS 18250     |
 KO0412| CM6664 M 5 RM 2                              2.274 METERS 31953     |
 KO0412|---------------------------------------------------------------------|
 KO0412
 KO0412                          SUPERSEDED SURVEY CONTROL
 KO0412
 KO0412  NAD 83(1986)-  39 03 35.05336(N)    112 08 16.22159(W) AD(       ) 3
 KO0412  NAD 27      -  39 03 35.20200(N)    112 08 13.48300(W) AD(       ) 3
 KO0412  USSD        -  39 03 35.97700(N)    112 08 14.24000(W) AD(       ) 3
 KO0412  NGVD 29 (07/19/86) 3048.0    (m)        10000.     (f) VERT ANG       
 KO0412
 KO0412.Superseded values are not recommended for survey control.
 KO0412
 KO0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0412.See file dsdata.pdf to determine how the superseded data were derived.
 KO0412
 KO0412_MARKER: B = BOLT
 KO0412_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 KO0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KO0412
 KO0412  HISTORY     - Date     Condition        Report By
 KO0412  HISTORY     - 1919     MONUMENTED       USFS
 KO0412
 KO0412                          STATION DESCRIPTION
 KO0412
 KO0412'DESCRIBED BY US FOREST SERVICE 1919 (GDC)
 KO0412'ABOUT 8 MILES SOUTHEAST OF HOLDEN AND 4 MILES NORTH OF THE
 KO0412'PIONEER RANGER STATION, ON A VERY PROMINENT PEAK OF THE MAIN
 KO0412'DIVIDE.  THE SCIPIO-PIONEER TRAIL PASSES ABOUT 200 YARDS EAST
 KO0412'OF THE STATION.  STATION MARK IS A BOLT CEMENTED IN THE ROCK
 KO0412'AND SURMOUNTED BY A POLE SIGNAL.  THREE REFERENCE STONES, EACH
 KO0412'MARKED WITH A CROSS, THE LETTERS NW, AND THE FIGURE 5, WERE SET.
 KO0412'THE FOLLOWING DIRECTIONS WERE OBSERVED--MOUNT CATHERINE, 0 DEG
 KO0412'00 MIN 00 SEC.  FIRST REFERENCE STONE, 3.10 METERS (10.18
 KO0412'FEET), 1 DEG 30 MIN 30 SEC.  SECOND REFERENCE STONE, 2.274
 KO0412'METERS (7.46 FEET), 138 DEG 33 MIN 40 SEC.  AND THIRD REFERENCE
 KO0412'STONE, 1.795 METERS (5.89 FEET), 265 DEG 16 MIN 30 SEC.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0064 ***********************************************************************
 JO0064  DESIGNATION -  M 50
 JO0064  PID         -  JO0064
 JO0064  STATE/COUNTY-  UT/MILLARD
 JO0064  COUNTRY     -  US
 JO0064  USGS QUAD   -  FILLMORE (2017)
 JO0064
 JO0064                         *CURRENT SURVEY CONTROL
 JO0064  ______________________________________________________________________
 JO0064* NAD 83(1986) POSITION- 38 59 37.     (N) 112 19 13.     (W)   SCALED
 JO0064* NAVD 88 ORTHO HEIGHT -  1549.604 (meters)     5083.99  (feet) ADJUSTED
 JO0064  ______________________________________________________________________
 JO0064  GEOID HEIGHT    -        -18.735 (meters)                     GEOID18
 JO0064  DYNAMIC HEIGHT  -       1548.089 (meters)     5079.02  (feet) COMP
 JO0064  MODELED GRAVITY -    979,595.3   (mgal)                       NAVD 88
 JO0064
 JO0064  VERT ORDER      -  SECOND    CLASS 0
 JO0064
 JO0064.The horizontal coordinates were scaled from a map and have
 JO0064.an estimated accuracy of +/- 6 seconds.
 JO0064
 JO0064.The orthometric height was determined by differential leveling and
 JO0064.adjusted by the NATIONAL GEODETIC SURVEY
 JO0064.in June 1991.
 JO0064
 JO0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0064.GEOID18 height accuracy estimate available here.
 JO0064
 JO0064.Click photographs - Photos may exist for this station.
 JO0064
 JO0064.The dynamic height is computed by dividing the NAVD 88
 JO0064.geopotential number by the normal gravity value computed on the
 JO0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0064.degrees latitude (g = 980.6199 gals.).
 JO0064
 JO0064.The modeled gravity was interpolated from observed gravity values.
 JO0064
 JO0064;                    North         East    Units  Estimated Accuracy
 JO0064;SPC UT C     - 2,073,630.      428,940.      MT  (+/- 180 meters Scaled)
 JO0064
 JO0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ856168(NAD 83)
 JO0064
 JO0064                          SUPERSEDED SURVEY CONTROL
 JO0064
 JO0064  NGVD 29 (??/??/92) 1548.485  (m)         5080.32   (f) ADJ UNCH    2 0
 JO0064
 JO0064.Superseded values are not recommended for survey control.
 JO0064
 JO0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0064.See file dsdata.pdf to determine how the superseded data were derived.
 JO0064
 JO0064_MARKER: DB = BENCH MARK DISK
 JO0064_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0064_SP_SET: CULVERT HEADWALL
 JO0064_STAMPING: M 50 1934
 JO0064_MARK LOGO: CGS
 JO0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0064+STABILITY: SURFACE MOTION
 JO0064
 JO0064  HISTORY     - Date     Condition        Report By
 JO0064  HISTORY     - 1934     MONUMENTED       CGS
 JO0064  HISTORY     - 1962     GOOD             USGS
 JO0064
 JO0064                          STATION DESCRIPTION
 JO0064
 JO0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0064'1.9 MI N FROM FILLMORE.
 JO0064'1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE COURTHOUSE AT
 JO0064'FILLMORE, ABOUT 200 FEET NORTH OF A ROW OF POWER-TRANSMISSION LINE
 JO0064'POLES, 12 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, NEAR A POLE
 JO0064'PAINTED AS A UNITED STATES GEOLOGICAL SURVEY BENCH MARK, AT A CONCRETE
 JO0064'CULVERT, AND IN THE TOP OF THE EAST HEAD WALL.  NOTE-- FILLMORE
 JO0064'COURTHOUSE, 1.8 MILES NE OF.
 JO0064
 JO0064                          STATION RECOVERY (1962)
 JO0064
 JO0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 JO0064'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0073 ***********************************************************************
 KN0073  DESIGNATION -  M 51
 KN0073  PID         -  KN0073
 KN0073  STATE/COUNTY-  UT/EMERY
 KN0073  COUNTRY     -  US
 KN0073  USGS QUAD   -  HUNTINGTON (2017)
 KN0073
 KN0073                         *CURRENT SURVEY CONTROL
 KN0073  ______________________________________________________________________
 KN0073* NAD 83(1986) POSITION- 39 17 10.     (N) 110 58 20.     (W)   SCALED
 KN0073* NAVD 88 ORTHO HEIGHT -  1750.972 (meters)     5744.65  (feet) ADJUSTED
 KN0073  ______________________________________________________________________
 KN0073  GEOID HEIGHT    -        -17.270 (meters)                     GEOID18
 KN0073  DYNAMIC HEIGHT  -       1749.227 (meters)     5738.92  (feet) COMP
 KN0073  MODELED GRAVITY -    979,568.3   (mgal)                       NAVD 88
 KN0073
 KN0073  VERT ORDER      -  SECOND    CLASS 0
 KN0073
 KN0073.The horizontal coordinates were scaled from a map and have
 KN0073.an estimated accuracy of +/- 6 seconds.
 KN0073
 KN0073.The orthometric height was determined by differential leveling and
 KN0073.adjusted by the NATIONAL GEODETIC SURVEY
 KN0073.in June 1991.
 KN0073
 KN0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0073.GEOID18 height accuracy estimate available here.
 KN0073
 KN0073.Click photographs - Photos may exist for this station.
 KN0073
 KN0073.The dynamic height is computed by dividing the NAVD 88
 KN0073.geopotential number by the normal gravity value computed on the
 KN0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0073.degrees latitude (g = 980.6199 gals.).
 KN0073
 KN0073.The modeled gravity was interpolated from observed gravity values.
 KN0073
 KN0073;                    North         East    Units  Estimated Accuracy
 KN0073;SPC UT C     - 2,105,910.      545,530.      MT  (+/- 180 meters Scaled)
 KN0073
 KN0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ023485(NAD 83)
 KN0073
 KN0073                          SUPERSEDED SURVEY CONTROL
 KN0073
 KN0073  NGVD 29 (??/??/92) 1749.902  (m)         5741.14   (f) ADJ UNCH    2 0
 KN0073
 KN0073.Superseded values are not recommended for survey control.
 KN0073
 KN0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0073.See file dsdata.pdf to determine how the superseded data were derived.
 KN0073
 KN0073_MARKER: DB = BENCH MARK DISK
 KN0073_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0073_SP_SET: CULVERT HEADWALL
 KN0073_STAMPING: M 51 1934
 KN0073_MARK LOGO: CGS
 KN0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0073+STABILITY: SURFACE MOTION
 KN0073
 KN0073  HISTORY     - Date     Condition        Report By
 KN0073  HISTORY     - 1934     MONUMENTED       CGS
 KN0073  HISTORY     - 1969     MARK NOT FOUND   USGS
 KN0073
 KN0073                          STATION DESCRIPTION
 KN0073
 KN0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0073'3.0 MI S FROM HUNTINGTON.
 KN0073'ABOUT 3.0 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE HIGH SCHOOL
 KN0073'BUILDING AT HUNTINGTON, EMERY COUNTY, SOUTH OF AN ORCHARD, AND IN THE
 KN0073'WEST HEAD WALL OF A NEW CONCRETE CULVERT.  A STANDARD DISK, STAMPED M
 KN0073'51 1934.
 KN0073
 KN0073                          STATION RECOVERY (1969)
 KN0073
 KN0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KN0073'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0003 ***********************************************************************
 KN0003  DESIGNATION -  M 52
 KN0003  PID         -  KN0003
 KN0003  STATE/COUNTY-  UT/DUCHESNE
 KN0003  COUNTRY     -  US
 KN0003  USGS QUAD   -  GILSONITE DRAW (2017)
 KN0003
 KN0003                         *CURRENT SURVEY CONTROL
 KN0003  ______________________________________________________________________
 KN0003* NAD 83(1986) POSITION- 39 55 20.     (N) 110 13 39.     (W)   SCALED
 KN0003* NAVD 88 ORTHO HEIGHT -  2054.136 (meters)     6739.28  (feet) ADJUSTED
 KN0003  ______________________________________________________________________
 KN0003  GEOID HEIGHT    -        -17.177 (meters)                     GEOID18
 KN0003  DYNAMIC HEIGHT  -       2052.034 (meters)     6732.38  (feet) COMP
 KN0003  MODELED GRAVITY -    979,529.0   (mgal)                       NAVD 88
 KN0003
 KN0003  VERT ORDER      -  SECOND    CLASS 0
 KN0003
 KN0003.The horizontal coordinates were scaled from a map and have
 KN0003.an estimated accuracy of +/- 6 seconds.
 KN0003
 KN0003.The orthometric height was determined by differential leveling and
 KN0003.adjusted by the NATIONAL GEODETIC SURVEY
 KN0003.in June 1991.
 KN0003
 KN0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0003.GEOID18 height accuracy estimate available here.
 KN0003
 KN0003.Click photographs - Photos may exist for this station.
 KN0003
 KN0003.The dynamic height is computed by dividing the NAVD 88
 KN0003.geopotential number by the normal gravity value computed on the
 KN0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0003.degrees latitude (g = 980.6199 gals.).
 KN0003
 KN0003.The modeled gravity was interpolated from observed gravity values.
 KN0003
 KN0003;                    North         East    Units  Estimated Accuracy
 KN0003;SPC UT C     - 2,177,170.      608,770.      MT  (+/- 180 meters Scaled)
 KN0003
 KN0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK660194(NAD 83)
 KN0003
 KN0003                          SUPERSEDED SURVEY CONTROL
 KN0003
 KN0003  NGVD 29 (??/??/92) 2052.813  (m)         6734.94   (f) ADJ UNCH    2 0
 KN0003
 KN0003.Superseded values are not recommended for survey control.
 KN0003
 KN0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0003.See file dsdata.pdf to determine how the superseded data were derived.
 KN0003
 KN0003_MARKER: DB = BENCH MARK DISK
 KN0003_SETTING: 80 = SET IN A BOULDER
 KN0003_STAMPING: M 52 1934
 KN0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0003+STABILITY: SURFACE MOTION
 KN0003
 KN0003  HISTORY     - Date     Condition        Report By
 KN0003  HISTORY     - 1934     MONUMENTED       CGS
 KN0003  HISTORY     - 1969     GOOD             CGS
 KN0003
 KN0003                          STATION DESCRIPTION
 KN0003
 KN0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0003'1.7 MI W FROM MYTON.
 KN0003'ABOUT 1.7 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE HIGHWAY TURN AT
 KN0003'MYTON, DUCHESNE COUNTY, THENCE ABOUT 20.6 MILES SOUTH ALONG STATE
 KN0003'HIGHWAY 53.  ABOUT 1 MILE SOUTH OF A WINDMILL, ABOUT 1.0 MILE SOUTH OF
 KN0003'A WEST FORK LEADING UP A DRAW, AT A POINT WHERE THE HIGHWAY TURNS EAST
 KN0003'ACROSS THE DRAW AND A DIM ROAD LEADS UP THE DRAW, 48 FEET WEST OF THE
 KN0003'CENTER LINE OF THE HIGHWAY, IN THE TOP OF A SANDSTONE BOULDER, AND
 KN0003'ABOUT 6 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED M 52
 KN0003'1934.
 KN0003
 KN0003                          STATION RECOVERY (1969)
 KN0003
 KN0003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KN0003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0074 ***********************************************************************
 LO0074  DESIGNATION -  M 53
 LO0074  PID         -  LO0074
 LO0074  STATE/COUNTY-  UT/DUCHESNE
 LO0074  COUNTRY     -  US
 LO0074  USGS QUAD   -  FRUITLAND (2017)
 LO0074
 LO0074                         *CURRENT SURVEY CONTROL
 LO0074  ______________________________________________________________________
 LO0074* NAD 83(1986) POSITION- 40 12 10.     (N) 110 46 32.     (W)   SCALED
 LO0074* NAVD 88 ORTHO HEIGHT -  1974.934 (meters)     6479.43  (feet) ADJUSTED
 LO0074  ______________________________________________________________________
 LO0074  GEOID HEIGHT    -        -16.187 (meters)                     GEOID18
 LO0074  DYNAMIC HEIGHT  -       1972.946 (meters)     6472.91  (feet) COMP
 LO0074  MODELED GRAVITY -    979,549.1   (mgal)                       NAVD 88
 LO0074
 LO0074  VERT ORDER      -  SECOND    CLASS 0
 LO0074
 LO0074.The horizontal coordinates were scaled from a map and have
 LO0074.an estimated accuracy of +/- 6 seconds.
 LO0074
 LO0074.The orthometric height was determined by differential leveling and
 LO0074.adjusted by the NATIONAL GEODETIC SURVEY
 LO0074.in June 1991.
 LO0074
 LO0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0074.GEOID18 height accuracy estimate available here.
 LO0074
 LO0074.Click photographs - Photos may exist for this station.
 LO0074
 LO0074.The dynamic height is computed by dividing the NAVD 88
 LO0074.geopotential number by the normal gravity value computed on the
 LO0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0074.degrees latitude (g = 980.6199 gals.).
 LO0074
 LO0074.The modeled gravity was interpolated from observed gravity values.
 LO0074
 LO0074;                    North         East    Units  Estimated Accuracy
 LO0074;SPC UT C     - 2,207,800.      561,670.      MT  (+/- 180 meters Scaled)
 LO0074
 LO0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK191502(NAD 83)
 LO0074
 LO0074                          SUPERSEDED SURVEY CONTROL
 LO0074
 LO0074  NGVD 29 (??/??/92) 1973.600  (m)         6475.05   (f) ADJ UNCH    2 0
 LO0074
 LO0074.Superseded values are not recommended for survey control.
 LO0074
 LO0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0074.See file dsdata.pdf to determine how the superseded data were derived.
 LO0074
 LO0074_MARKER: DB = BENCH MARK DISK
 LO0074_SETTING: 66 = SET IN ROCK OUTCROP
 LO0074_STAMPING: M 53 1934
 LO0074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0074+STABILITY: POSITION/ELEVATION WELL
 LO0074
 LO0074  HISTORY     - Date     Condition        Report By
 LO0074  HISTORY     - 1934     MONUMENTED       CGS
 LO0074  HISTORY     - 1962     GOOD             CGS
 LO0074
 LO0074                          STATION DESCRIPTION
 LO0074
 LO0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0074'3.95 MI E FROM FRUITLAND.
 LO0074'3.95 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LO0074'FRUITLAND, ALONG THE FORMER ALIGNMENT OF HIGHWAY, 0.1 MILE NORTHWEST
 LO0074'OF AND ACROSS COUNTRY FROM THE SOUTHWEST END OF A LONG STEEL GUARDRAIL
 LO0074'ON PRESENT HIGHWAY, 32 1/2 FEET NORTHWEST OF THE CENTER LINE OF FORMER
 LO0074'HIGHWAY, IN THE TOP OF A 25 BY 51 FOOT SANDSTONE OUTCROP WHICH
 LO0074'PROJECTS 3 1/2 FEET ABOVE THE GROUND, 7.8 FEET NORTHWEST OF A WITNESS
 LO0074'POST AND ABOUT 1 1/2 FEET HIGHER THAN THE FORMER HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0442 ***********************************************************************
 LO0442  DESIGNATION -  M 54
 LO0442  PID         -  LO0442
 LO0442  STATE/COUNTY-  UT/UTAH
 LO0442  COUNTRY     -  US
 LO0442  USGS QUAD   -  BILLIES MOUNTAIN (2017)
 LO0442
 LO0442                         *CURRENT SURVEY CONTROL
 LO0442  ______________________________________________________________________
 LO0442* NAD 83(1986) POSITION- 40 04 35.     (N) 111 24 47.     (W)   SCALED
 LO0442* NAVD 88 ORTHO HEIGHT -  1602.883 (meters)     5258.79  (feet) ADJUSTED
 LO0442  ______________________________________________________________________
 LO0442  GEOID HEIGHT    -        -16.440 (meters)                     GEOID18
 LO0442  DYNAMIC HEIGHT  -       1601.384 (meters)     5253.87  (feet) COMP
 LO0442  MODELED GRAVITY -    979,634.9   (mgal)                       NAVD 88
 LO0442
 LO0442  VERT ORDER      -  SECOND    CLASS 0
 LO0442
 LO0442.The horizontal coordinates were scaled from a map and have
 LO0442.an estimated accuracy of +/- 6 seconds.
 LO0442
 LO0442.The orthometric height was determined by differential leveling and
 LO0442.adjusted by the NATIONAL GEODETIC SURVEY
 LO0442.in June 1991.
 LO0442
 LO0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0442.GEOID18 height accuracy estimate available here.
 LO0442
 LO0442.Click photographs - Photos may exist for this station.
 LO0442
 LO0442.The dynamic height is computed by dividing the NAVD 88
 LO0442.geopotential number by the normal gravity value computed on the
 LO0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0442.degrees latitude (g = 980.6199 gals.).
 LO0442
 LO0442.The modeled gravity was interpolated from observed gravity values.
 LO0442
 LO0442;                    North         East    Units  Estimated Accuracy
 LO0442;SPC UT C     - 2,193,520.      507,420.      MT  (+/- 180 meters Scaled)
 LO0442
 LO0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK647363(NAD 83)
 LO0442
 LO0442                          SUPERSEDED SURVEY CONTROL
 LO0442
 LO0442  NGVD 29 (??/??/92) 1601.772  (m)         5255.15   (f) ADJ UNCH    2 0
 LO0442
 LO0442.Superseded values are not recommended for survey control.
 LO0442
 LO0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0442.See file dsdata.pdf to determine how the superseded data were derived.
 LO0442
 LO0442_MARKER: DB = BENCH MARK DISK
 LO0442_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0442_SP_SET: ABUTMENT
 LO0442_STAMPING: M 54 1934
 LO0442_MARK LOGO: CGS
 LO0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0442
 LO0442  HISTORY     - Date     Condition        Report By
 LO0442  HISTORY     - 1934     MONUMENTED       CGS
 LO0442
 LO0442                          STATION DESCRIPTION
 LO0442
 LO0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0442'9.1 MI NE FROM THISTLE.
 LO0442'9.1 MILES NORTHEAST ALONG THE ROAD LEADING TO THE STRAWBERRY RESERVOIR
 LO0442'FROM THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION AT THISTLE,
 LO0442'UTAH COUNTY, AT THE SECOND WOODEN BRIDGE, AND IN THE TOP OF THE
 LO0442'NORTHWEST ABUTMENT.  A STANDARD DISK, STAMPED M 54 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0325 ***********************************************************************
 KN0325  DESIGNATION -  M 55
 KN0325  PID         -  KN0325
 KN0325  STATE/COUNTY-  UT/JUAB
 KN0325  COUNTRY     -  US
 KN0325  USGS QUAD   -  MONA (2017)
 KN0325
 KN0325                         *CURRENT SURVEY CONTROL
 KN0325  ______________________________________________________________________
 KN0325* NAD 83(1986) POSITION- 39 46 57.     (N) 111 51 21.     (W)   SCALED
 KN0325* NAVD 88 ORTHO HEIGHT -  1500.101 (meters)     4921.58  (feet) ADJUSTED
 KN0325  ______________________________________________________________________
 KN0325  GEOID HEIGHT    -        -17.554 (meters)                     GEOID18
 KN0325  DYNAMIC HEIGHT  -       1498.712 (meters)     4917.02  (feet) COMP
 KN0325  MODELED GRAVITY -    979,648.6   (mgal)                       NAVD 88
 KN0325
 KN0325  VERT ORDER      -  SECOND    CLASS 0
 KN0325
 KN0325.The horizontal coordinates were scaled from a map and have
 KN0325.an estimated accuracy of +/- 6 seconds.
 KN0325
 KN0325.The orthometric height was determined by differential leveling and
 KN0325.adjusted by the NATIONAL GEODETIC SURVEY
 KN0325.in June 1991.
 KN0325
 KN0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0325.GEOID18 height accuracy estimate available here.
 KN0325
 KN0325.Click photographs - Photos may exist for this station.
 KN0325
 KN0325.The dynamic height is computed by dividing the NAVD 88
 KN0325.geopotential number by the normal gravity value computed on the
 KN0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0325.degrees latitude (g = 980.6199 gals.).
 KN0325
 KN0325.The modeled gravity was interpolated from observed gravity values.
 KN0325
 KN0325;                    North         East    Units  Estimated Accuracy
 KN0325;SPC UT C     - 2,160,950.      469,520.      MT  (+/- 180 meters Scaled)
 KN0325
 KN0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK267039(NAD 83)
 KN0325
 KN0325                          SUPERSEDED SURVEY CONTROL
 KN0325
 KN0325  NGVD 29 (??/??/92) 1498.984  (m)         4917.92   (f) ADJ UNCH    2 0
 KN0325
 KN0325.Superseded values are not recommended for survey control.
 KN0325
 KN0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0325.See file dsdata.pdf to determine how the superseded data were derived.
 KN0325
 KN0325_MARKER: DB = BENCH MARK DISK
 KN0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0325_STAMPING: M 55 1934
 KN0325_MARK LOGO: CGS
 KN0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0325+STABILITY: SURFACE MOTION
 KN0325
 KN0325  HISTORY     - Date     Condition        Report By
 KN0325  HISTORY     - 1934     MONUMENTED       CGS
 KN0325
 KN0325                          STATION DESCRIPTION
 KN0325
 KN0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0325'5.2 MI N FROM NEPHI.
 KN0325'ABOUT 5.2 MILES NORTH ALONG THE LOS ANGELES AND SALT LAKE RAILROAD
 KN0325'FROM THE STATION AT NEPHI, JUAB COUNTY, ABOUT 3 RAILS SOUTH OF
 KN0325'MILEPOST 716, 45 FEET EAST OF THE CENTER LINE OF THE TRACK, AND IN
 KN0325'LINE WITH A PROPERTY FENCE.  A STANDARD DISK, STAMPED M 55 1934 AND
 KN0325'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0047 ***********************************************************************
 LP0047  DESIGNATION -  M 56
 LP0047  PID         -  LP0047
 LP0047  STATE/COUNTY-  UT/UTAH
 LP0047  COUNTRY     -  US
 LP0047  USGS QUAD   -  CEDAR FORT (2017)
 LP0047
 LP0047                         *CURRENT SURVEY CONTROL
 LP0047  ______________________________________________________________________
 LP0047* NAD 83(1986) POSITION- 40 21 42.     (N) 112 00 30.     (W)   SCALED
 LP0047* NAVD 88 ORTHO HEIGHT -  1515.889 (meters)     4973.38  (feet) ADJUSTED
 LP0047  ______________________________________________________________________
 LP0047  GEOID HEIGHT    -        -17.256 (meters)                     GEOID18
 LP0047  DYNAMIC HEIGHT  -       1514.597 (meters)     4969.14  (feet) COMP
 LP0047  MODELED GRAVITY -    979,719.7   (mgal)                       NAVD 88
 LP0047
 LP0047  VERT ORDER      -  SECOND    CLASS 0
 LP0047
 LP0047.The horizontal coordinates were scaled from a map and have
 LP0047.an estimated accuracy of +/- 6 seconds.
 LP0047
 LP0047.The orthometric height was determined by differential leveling and
 LP0047.adjusted by the NATIONAL GEODETIC SURVEY
 LP0047.in June 1991.
 LP0047
 LP0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0047.GEOID18 height accuracy estimate available here.
 LP0047
 LP0047.Click photographs - Photos may exist for this station.
 LP0047
 LP0047.The dynamic height is computed by dividing the NAVD 88
 LP0047.geopotential number by the normal gravity value computed on the
 LP0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0047.degrees latitude (g = 980.6199 gals.).
 LP0047
 LP0047.The modeled gravity was interpolated from observed gravity values.
 LP0047
 LP0047;                    North         East    Units  Estimated Accuracy
 LP0047;SPC UT C     - 2,225,310.      456,820.      MT  (+/- 180 meters Scaled)
 LP0047
 LP0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK143683(NAD 83)
 LP0047
 LP0047                          SUPERSEDED SURVEY CONTROL
 LP0047
 LP0047  NGVD 29 (??/??/92) 1514.844  (m)         4969.95   (f) ADJ UNCH    2 0
 LP0047
 LP0047.Superseded values are not recommended for survey control.
 LP0047
 LP0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0047.See file dsdata.pdf to determine how the superseded data were derived.
 LP0047
 LP0047_MARKER: DB = BENCH MARK DISK
 LP0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0047_STAMPING: M 56 1934
 LP0047_MARK LOGO: CGS
 LP0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0047+STABILITY: SURFACE MOTION
 LP0047
 LP0047  HISTORY     - Date     Condition        Report By
 LP0047  HISTORY     - 1934     MONUMENTED       CGS
 LP0047  HISTORY     - 19890430 MARK NOT FOUND   USGS
 LP0047
 LP0047                          STATION DESCRIPTION
 LP0047
 LP0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0047'13.5 MI SW FROM LEHI.
 LP0047'13.5 MILES SOUTHWEST ALONG THE TOPPLIFF BRANCH LINE OF THE UNION
 LP0047'PACIFIC RAILROAD FROM LEHI, UTAH COUNTY, 13.1/2 POLES EAST OF MILEPOST
 LP0047'10, AND 25 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD
 LP0047'DISK, STAMPED M 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LP0047
 LP0047                          STATION RECOVERY (1989)
 LP0047
 LP0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (JLD)
 LP0047'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1063 ***********************************************************************
 LO1063  DESIGNATION -  M 56
 LO1063  PID         -  LO1063
 LO1063  STATE/COUNTY-  UT/DUCHESNE
 LO1063  COUNTRY     -  US
 LO1063  USGS QUAD   -  NEOLA (2017)
 LO1063
 LO1063                         *CURRENT SURVEY CONTROL
 LO1063  ______________________________________________________________________
 LO1063* NAD 83(1994) POSITION- 40 26 51.38257(N) 110 02 55.95212(W)   NO CHECK
 LO1063* NAVD 88 ORTHO HEIGHT -  1899.51  (+/-2cm)     6232.0   (feet) VERTCON3
 LO1063  ______________________________________________________________________
 LO1063  GEOID HEIGHT    -        -16.094 (meters)                     GEOID18
 LO1063  LAPLACE CORR    -         -4.44  (seconds)                    DEFLEC18
 LO1063  HORZ ORDER      -  SECOND
 LO1063  VERT ORDER      -  THIRD ? (See Below)
 LO1063
 LO1063.The horizontal coordinates were established by classical geodetic methods
 LO1063.and adjusted by the National Geodetic Survey in November 1997.
 LO1063
 LO1063.No horizontal observational check was made to the station.
 LO1063
 LO1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1063
 LO1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1063.GEOID18 height accuracy estimate available here.
 LO1063
 LO1063.The vertical order pertains to the NGVD 29 superseded value.
 LO1063
 LO1063.Click photographs - Photos may exist for this station.
 LO1063
 LO1063.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1063
 LO1063. The following values were computed from the NAD 83(1994) position.
 LO1063
 LO1063;                    North         East     Units Scale Factor Converg.
 LO1063;SPC UT C     - 2,235,727.855   623,093.391   MT  0.99995593   +0 55 46.4
 LO1063;SPC UT C     - 7,335,050.47  2,044,265.57   sFT  0.99995593   +0 55 46.4
 LO1063;UTM  12      - 4,477,873.393   580,655.699   MT  0.99968008   +0 37 01.5
 LO1063
 LO1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1063!SPC UT C     -   0.99970463  x   0.99995593  =   0.99966058
 LO1063!UTM  12      -   0.99970463  x   0.99968008  =   0.99938481
 LO1063
 LO1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK8065577873(NAD 83)
 LO1063
 LO1063                          SUPERSEDED SURVEY CONTROL
 LO1063
 LO1063  NAD 83(1993)-  40 26 51.38173(N)    110 02 55.95275(W) AD(       ) 2
 LO1063  NAD 83(1986)-  40 26 51.36204(N)    110 02 55.94081(W) AD(       ) 2
 LO1063  NAD 27      -  40 26 51.52500(N)    110 02 53.38400(W) AD(       ) 2
 LO1063  NGVD 29            1898.17   (m)         6227.6    (f) LEVELING    3  
 LO1063
 LO1063.Superseded values are not recommended for survey control.
 LO1063
 LO1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1063.See file dsdata.pdf to determine how the superseded data were derived.
 LO1063
 LO1063_MARKER: DD = SURVEY DISK
 LO1063_SETTING: 0 = UNSPECIFIED SETTING
 LO1063
 LO1063  HISTORY     - Date     Condition        Report By
 LO1063  HISTORY     - 1934     MONUMENTED       USGS
 LO1063
 LO1063                          STATION DESCRIPTION
 LO1063
 LO1063'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 LO1063'TO REACH STATION OLA FROM ROOSEVELT, GO NORTH ON HWY 40 TO THE NORTH
 LO1063'EDGE OF TOWN AND JUNCTION WITH STATE HIGHWAY 121.  TURN LEFT
 LO1063'(W) AND FOLLOW HIGHWAY WEST AND NORTH FOR 10.2 MILES TO CROSSROADS
 LO1063'AT NEOLA STORE WHERE HIGHWAY 121 TURNS EAST.  CONTINUE STRAIGHT
 LO1063'AHEAD (N) ON A GRADED ROAD AND GO 1.0 MILE TO A CROSSROADS.
 LO1063'TURN LEFT (W) AND GO 1.0 MILE TO STATION ON LEFT.  A DRIVE
 LO1063'STATION OLA.
 LO1063'
 LO1063'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK,
 LO1063'19 PACES NORTHEAST OF THE CENTER LINE OF CROSSROAD, 6 PACES
 LO1063'NORTH OF CENTER LINE OF EASTWEST ROAD, 1 FOOT NORTH OF AN
 LO1063'EAST-WEST FENCE LINE, SET IN A CONCRETE POST WHICH PROJECTS
 LO1063'6 INCHES AND IS STAMPED--M 56 6227 FEET 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0141 ***********************************************************************
 HO0141  DESIGNATION -  M 57
 HO0141  PID         -  HO0141
 HO0141  STATE/COUNTY-  UT/KANE
 HO0141  COUNTRY     -  US
 HO0141  USGS QUAD   -  CLEAR CREEK MOUNTAIN (2017)
 HO0141
 HO0141                         *CURRENT SURVEY CONTROL
 HO0141  ______________________________________________________________________
 HO0141* NAD 83(1986) POSITION- 37 15 42.     (N) 112 47 01.     (W)   SCALED
 HO0141* NAVD 88 ORTHO HEIGHT -  1818.395 (meters)     5965.85  (feet) POSTED
 HO0141  ______________________________________________________________________
 HO0141  GEOID HEIGHT    -        -21.827 (meters)                     GEOID18
 HO0141  DYNAMIC HEIGHT  -       1816.20  (meters)     5958.6   (feet) COMP
 HO0141  MODELED GRAVITY -    979,359.2   (mgal)                       NAVD 88
 HO0141
 HO0141  VERT ORDER      -  * POSTED, SEE BELOW
 HO0141
 HO0141.The horizontal coordinates were scaled from a map and have
 HO0141.an estimated accuracy of +/- 6 seconds.
 HO0141
 HO0141.The orthometric height was determined by differential leveling
 HO0141.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0141
 HO0141.* This is a POSTED BENCH MARK height.
 HO0141
 HO0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0141.GEOID18 height accuracy estimate available here.
 HO0141
 HO0141.Click photographs - Photos may exist for this station.
 HO0141
 HO0141.The dynamic height is computed by dividing the NAVD 88
 HO0141.geopotential number by the normal gravity value computed on the
 HO0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0141.degrees latitude (g = 980.6199 gals.).
 HO0141
 HO0141.The modeled gravity was interpolated from observed gravity values.
 HO0141
 HO0141;                    North         East    Units  Estimated Accuracy
 HO0141;SPC UT S     - 3,066,820.      386,140.      MT  (+/- 180 meters Scaled)
 HO0141
 HO0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG418253(NAD 83)
 HO0141
 HO0141                          SUPERSEDED SURVEY CONTROL
 HO0141
 HO0141  NGVD 29 (??/??/92) 1817.307  (m)         5962.28   (f) ADJ UNCH    1 2
 HO0141
 HO0141.Superseded values are not recommended for survey control.
 HO0141
 HO0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0141.See file dsdata.pdf to determine how the superseded data were derived.
 HO0141
 HO0141_MARKER: DB = BENCH MARK DISK
 HO0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0141_STAMPING: M 57 1934
 HO0141_MARK LOGO: CGS
 HO0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0141+STABILITY: SURFACE MOTION
 HO0141
 HO0141  HISTORY     - Date     Condition        Report By
 HO0141  HISTORY     - 1934     MONUMENTED       CGS
 HO0141  HISTORY     - 1974     GOOD             USGS
 HO0141  HISTORY     - 1983     MARK NOT FOUND   NGS
 HO0141
 HO0141                          STATION DESCRIPTION
 HO0141
 HO0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0141'21.4 MI NE FROM ROCKVILLE.
 HO0141'IN KANE COUNTY, 21.4 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM
 HO0141'ROCKVILLE, WASHINGTON COUNTY, 50 FEET NORTHWEST OF A WHITE WOODEN
 HO0141'GUARDRAIL NORTH OF THE HIGHWAY, 25 FEET NORTHEAST OF A 2-FOOT
 HO0141'CORRUGATED IRON PIPE CULVERT, AND 30 FEET NORTH OF THE CENTERLINE OF
 HO0141'THE HIGHWAY.  A STANDARD DISK, STAMPED M 57 1934 AND SET IN THE TOP OF
 HO0141'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 HO0141
 HO0141                          STATION RECOVERY (1974)
 HO0141
 HO0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HO0141'IN KANE COUNTY 21.0 MI NE ALONG STATE 15 FROM ROCKVILLE, WASHINGTON
 HO0141'COUNTY, THEN 0.4 MI ON ABANDONED STATE 15, 25 FT NE OF A 2-FT
 HO0141'CORRUGATED IRON PIPE CULVERT, AND 30 FT N OF THE CENTERLINE OF THE
 HO0141'ABANDONED HIGHWAY. A STANDARD DISK, STAMPED M 57 1934 AND SET IN THE
 HO0141'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 HO0141
 HO0141                          STATION RECOVERY (1983)
 HO0141
 HO0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0141'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0259 ***********************************************************************
 HO0259  DESIGNATION -  M 58
 HO0259  PID         -  HO0259
 HO0259  STATE/COUNTY-  UT/WASHINGTON
 HO0259  COUNTRY     -  US
 HO0259  USGS QUAD   -  SAINT GEORGE (2017)
 HO0259
 HO0259                         *CURRENT SURVEY CONTROL
 HO0259  ______________________________________________________________________
 HO0259* NAD 83(1986) POSITION- 37 07 29.     (N) 113 36 21.     (W)   SCALED
 HO0259* NAVD 88 ORTHO HEIGHT -   876.462 (meters)     2875.53  (feet) POSTED
 HO0259  ______________________________________________________________________
 HO0259  GEOID HEIGHT    -        -24.505 (meters)                     GEOID18
 HO0259  DYNAMIC HEIGHT  -        875.57  (meters)     2872.6   (feet) COMP
 HO0259  MODELED GRAVITY -    979,588.9   (mgal)                       NAVD 88
 HO0259
 HO0259  VERT ORDER      -  * POSTED, SEE BELOW
 HO0259
 HO0259.The horizontal coordinates were scaled from a map and have
 HO0259.an estimated accuracy of +/- 6 seconds.
 HO0259
 HO0259.The orthometric height was determined by differential leveling
 HO0259.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0259
 HO0259.* This is a POSTED BENCH MARK height.
 HO0259
 HO0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0259.GEOID18 height accuracy estimate available here.
 HO0259
 HO0259.Click photographs - Photos may exist for this station.
 HO0259
 HO0259.The dynamic height is computed by dividing the NAVD 88
 HO0259.geopotential number by the normal gravity value computed on the
 HO0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0259.degrees latitude (g = 980.6199 gals.).
 HO0259
 HO0259.The modeled gravity was interpolated from observed gravity values.
 HO0259
 HO0259;                    North         East    Units  Estimated Accuracy
 HO0259;SPC UT S     - 3,052,940.      312,880.      MT  (+/- 180 meters Scaled)
 HO0259
 HO0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG685118(NAD 83)
 HO0259
 HO0259                          SUPERSEDED SURVEY CONTROL
 HO0259
 HO0259  NGVD 29 (??/??/92)  875.607  (m)         2872.72   (f) ADJ UNCH    2 0
 HO0259
 HO0259.Superseded values are not recommended for survey control.
 HO0259
 HO0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0259.See file dsdata.pdf to determine how the superseded data were derived.
 HO0259
 HO0259_MARKER: DB = BENCH MARK DISK
 HO0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0259_STAMPING: M 58 1934
 HO0259_MARK LOGO: CGS
 HO0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0259+STABILITY: SURFACE MOTION
 HO0259
 HO0259  HISTORY     - Date     Condition        Report By
 HO0259  HISTORY     - 1934     MONUMENTED       CGS
 HO0259  HISTORY     - 1979     MARK NOT FOUND   USGS
 HO0259  HISTORY     - 1982     MARK NOT FOUND   NGS
 HO0259
 HO0259                          STATION DESCRIPTION
 HO0259
 HO0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0259'2.0 MI W FROM ST GEORGE.
 HO0259'2.0 MILES WEST ALONG US HWY NO. 91.  ON US HWY NO. 91, 0.2 MI WEST OF
 HO0259'THE ST. GEORGE C.C.C. CAMP.  47 FEET NORTH OF THE CENTERLINE OF THE
 HO0259'HIGHWAY, 3 FEET SOUTH OF A FENCE LINE, AND ABOUT 65 FEET NORTHEAST OF
 HO0259'A 1 FOOT C.I. PIPE CULVERT WITH CONCRETE HEADWALLS.
 HO0259
 HO0259                          STATION RECOVERY (1979)
 HO0259
 HO0259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HO0259'MARK NOT FOUND.
 HO0259
 HO0259                          STATION RECOVERY (1982)
 HO0259
 HO0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0259'NOT RECOVERED, AREA HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0307 ***********************************************************************
 LN0307  DESIGNATION -  M 59
 LN0307  PID         -  LN0307
 LN0307  STATE/COUNTY-  UT/UINTAH
 LN0307  COUNTRY     -  US
 LN0307  USGS QUAD   -  FORT DUCHESNE (2017)
 LN0307
 LN0307                         *CURRENT SURVEY CONTROL
 LN0307  ______________________________________________________________________
 LN0307* NAD 83(1986) POSITION- 40 18 06.     (N) 109 51 51.     (W)   SCALED
 LN0307* NAVD 88 ORTHO HEIGHT -  1540.533 (meters)     5054.23  (feet) ADJUSTED
 LN0307  ______________________________________________________________________
 LN0307  GEOID HEIGHT    -        -17.578 (meters)                     GEOID18
 LN0307  DYNAMIC HEIGHT  -       1539.107 (meters)     5049.55  (feet) COMP
 LN0307  MODELED GRAVITY -    979,646.5   (mgal)                       NAVD 88
 LN0307
 LN0307  VERT ORDER      -  FIRST     CLASS II
 LN0307
 LN0307.The horizontal coordinates were scaled from a map and have
 LN0307.an estimated accuracy of +/- 6 seconds.
 LN0307
 LN0307.The orthometric height was determined by differential leveling and
 LN0307.adjusted by the NATIONAL GEODETIC SURVEY
 LN0307.in June 1991.
 LN0307
 LN0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0307.GEOID18 height accuracy estimate available here.
 LN0307
 LN0307.Click photographs - Photos may exist for this station.
 LN0307
 LN0307.The dynamic height is computed by dividing the NAVD 88
 LN0307.geopotential number by the normal gravity value computed on the
 LN0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0307.degrees latitude (g = 980.6199 gals.).
 LN0307
 LN0307.The modeled gravity was interpolated from observed gravity values.
 LN0307
 LN0307;                    North         East    Units  Estimated Accuracy
 LN0307;SPC UT C     - 2,219,800.      639,060.      MT  (+/- 180 meters Scaled)
 LN0307
 LN0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK965618(NAD 83)
 LN0307
 LN0307                          SUPERSEDED SURVEY CONTROL
 LN0307
 LN0307  NGVD 29 (??/??/92) 1539.305  (m)         5050.20   (f) ADJ UNCH    1 2
 LN0307
 LN0307.Superseded values are not recommended for survey control.
 LN0307
 LN0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0307.See file dsdata.pdf to determine how the superseded data were derived.
 LN0307
 LN0307_MARKER: DD = SURVEY DISK
 LN0307_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LN0307_SP_SET: CULVERT HEADWALL
 LN0307_STAMPING: M 59 1934
 LN0307_MARK LOGO: USGS
 LN0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0307+STABILITY: SURFACE MOTION
 LN0307
 LN0307  HISTORY     - Date     Condition        Report By
 LN0307  HISTORY     - 1934     MONUMENTED       USGS
 LN0307  HISTORY     - 1963     MARK NOT FOUND   USGS
 LN0307
 LN0307                          STATION DESCRIPTION
 LN0307
 LN0307'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 LN0307'6.8 MI E FROM ROOSEVELT.
 LN0307'IN UINTAH COUNTY, 6.8 MILES EAST ALONG U.S. HIGHWAY 40 FROM ROOSEVELT,
 LN0307'DUCHESNE COUNTY, 35 FEET WEST OF THE EXTENDED CENTER LINE OF A T-ROAD
 LN0307'LEADING NORTH, 18 FEET NORTH OF POLE 713, AT A 24-INCH IRRIGATION
 LN0307'CULVERT, AND IN THE TOP OF THE SOUTH HEAD WALL.  A UNITED STATES
 LN0307'GEOLOGICAL SURVEY STANDARD DISK, STAMPED M 59 1934.  NOTE-- PROBABLY
 LN0307'DESTROYED DURING RE-ALIGNMENT OF NEW HIGHWAY.
 LN0307
 LN0307                          STATION RECOVERY (1963)
 LN0307
 LN0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LN0307'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0219 ***********************************************************************
 MS0219  DESIGNATION -  M 60
 MS0219  PID         -  MS0219
 MS0219  STATE/COUNTY-  UT/BOX ELDER
 MS0219  COUNTRY     -  US
 MS0219  USGS QUAD   -  LOCOMOTIVE SPRINGS (2017)
 MS0219
 MS0219                         *CURRENT SURVEY CONTROL
 MS0219  ______________________________________________________________________
 MS0219* NAD 83(1986) POSITION- 41 44 08.     (N) 112 54 58.     (W)   SCALED
 MS0219* NAVD 88 ORTHO HEIGHT -  1291.297 (meters)     4236.53  (feet) ADJUSTED
 MS0219  ______________________________________________________________________
 MS0219  GEOID HEIGHT    -        -15.581 (meters)                     GEOID18
 MS0219  DYNAMIC HEIGHT  -       1290.462 (meters)     4233.79  (feet) COMP
 MS0219  MODELED GRAVITY -    979,931.4   (mgal)                       NAVD 88
 MS0219
 MS0219  VERT ORDER      -  FIRST     CLASS II
 MS0219
 MS0219.The horizontal coordinates were scaled from a map and have
 MS0219.an estimated accuracy of +/- 6 seconds.
 MS0219
 MS0219.The orthometric height was determined by differential leveling and
 MS0219.adjusted by the NATIONAL GEODETIC SURVEY
 MS0219.in June 1991.
 MS0219
 MS0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0219.GEOID18 height accuracy estimate available here.
 MS0219
 MS0219.Click photographs - Photos may exist for this station.
 MS0219
 MS0219.The dynamic height is computed by dividing the NAVD 88
 MS0219.geopotential number by the normal gravity value computed on the
 MS0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0219.degrees latitude (g = 980.6199 gals.).
 MS0219
 MS0219.The modeled gravity was interpolated from observed gravity values.
 MS0219
 MS0219;                    North         East    Units  Estimated Accuracy
 MS0219;SPC UT N     - 1,156,680.      382,200.      MT  (+/- 180 meters Scaled)
 MS0219
 MS0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM406221(NAD 83)
 MS0219
 MS0219                          SUPERSEDED SURVEY CONTROL
 MS0219
 MS0219  NGVD 29 (??/??/92) 1290.323  (m)         4233.33   (f) ADJ UNCH    1 2
 MS0219
 MS0219.Superseded values are not recommended for survey control.
 MS0219
 MS0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0219.See file dsdata.pdf to determine how the superseded data were derived.
 MS0219
 MS0219_MARKER: DB = BENCH MARK DISK
 MS0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0219_STAMPING: M 60 1934
 MS0219_MARK LOGO: CGS
 MS0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0219+STABILITY: SURFACE MOTION
 MS0219
 MS0219  HISTORY     - Date     Condition        Report By
 MS0219  HISTORY     - 1934     MONUMENTED       CGS
 MS0219  HISTORY     - 1953     GOOD             CGS
 MS0219  HISTORY     - 1984     MARK NOT FOUND   NGS
 MS0219
 MS0219                          STATION DESCRIPTION
 MS0219
 MS0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0219'1.6 MI NE FROM LOCOMOTIVE SPRINGS.
 MS0219'1.4 MILES NORTHEAST ALONG A DIRT ROAD FROM THE NORTHWEST SPRING OF
 MS0219'LOCOMOTIVE SPRINGS, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD ON THE
 MS0219'ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD.  12 1/2 FEET WEST OF
 MS0219'MILEPOLE 744 (POLE NO. B 35), IN LINE WITH A ROW OF POLES, 35 1/2 FEET
 MS0219'NORTH OF THE CENTER LINE OF THE ROAD, 1.2 FEET SOUTH OF A WITNESS
 MS0219'POST, ABOUT 3 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 MS0219'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 MS0219
 MS0219                          STATION RECOVERY (1984)
 MS0219
 MS0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0219'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0030 ***********************************************************************
 LO0030  DESIGNATION -  M 60
 LO0030  PID         -  LO0030
 LO0030  STATE/COUNTY-  UT/DUCHESNE
 LO0030  COUNTRY     -  US
 LO0030  USGS QUAD   -  DUCHESNE (2017)
 LO0030
 LO0030                         *CURRENT SURVEY CONTROL
 LO0030  ______________________________________________________________________
 LO0030* NAD 83(1986) POSITION- 40 08 10.4    (N) 110 25 34.5    (W)   HD_HELD2
 LO0030* NAVD 88 ORTHO HEIGHT -  1743.867 (meters)     5721.34  (feet) POSTED
 LO0030  ______________________________________________________________________
 LO0030  GEOID HEIGHT    -        -17.127 (meters)                     GEOID18
 LO0030  DYNAMIC HEIGHT  -       1742.15  (meters)     5715.7   (feet) COMP
 LO0030  MODELED GRAVITY -    979,581.1   (mgal)                       NAVD 88
 LO0030
 LO0030  VERT ORDER      -  * POSTED, SEE BELOW
 LO0030
 LO0030.The horizontal coordinates were established by autonomous hand held GPS
 LO0030.observations and have an estimated accuracy of +/- 10 meters.
 LO0030
 LO0030.The orthometric height was determined by differential leveling
 LO0030.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LO0030
 LO0030.* This is a POSTED BENCH MARK height.
 LO0030
 LO0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0030.GEOID18 height accuracy estimate available here.
 LO0030
 LO0030.Click photographs - Photos may exist for this station.
 LO0030
 LO0030.The dynamic height is computed by dividing the NAVD 88
 LO0030.geopotential number by the normal gravity value computed on the
 LO0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0030.degrees latitude (g = 980.6199 gals.).
 LO0030
 LO0030.The modeled gravity was interpolated from observed gravity values.
 LO0030
 LO0030;                    North         East    Units  Estimated Accuracy
 LO0030;SPC UT C     - 2,200,705.      591,499.      MT  (+/- 10 meters HH2 GPS)
 LO0030
 LO0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK4887743034(NAD 83)
 LO0030
 LO0030                          SUPERSEDED SURVEY CONTROL
 LO0030
 LO0030  NGVD 29 (??/??/92) 1742.555  (m)         5717.03   (f) ADJ UNCH    1 2
 LO0030
 LO0030.Superseded values are not recommended for survey control.
 LO0030
 LO0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0030.See file dsdata.pdf to determine how the superseded data were derived.
 LO0030
 LO0030_MARKER: DB = BENCH MARK DISK
 LO0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0030_STAMPING: M 60 1934
 LO0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0030+STABILITY: SURFACE MOTION
 LO0030
 LO0030  HISTORY     - Date     Condition        Report By
 LO0030  HISTORY     - 1934     MONUMENTED       USGS
 LO0030  HISTORY     - 1934     GOOD             CGS
 LO0030  HISTORY     - 20091021 GOOD             GEOCAC
 LO0030
 LO0030                          STATION DESCRIPTION
 LO0030
 LO0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0030'2.4 MI SW FROM DUCHESNE.
 LO0030'2.4 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM DUCHESNE, DUCHESNE
 LO0030'COUNTY, 36 FEET NORTH OF POLE 1964, AND 48 FEET EAST OF THE CENTER
 LO0030'LINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 LO0030'STAMPED M 60 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LO0030
 LO0030                          STATION RECOVERY (2009)
 LO0030
 LO0030'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LO0030'SLIGHT EQUIPMENT DAMAGE TO THE POST.  MARK IS SOLID.  STATION IS NOW
 LO0030'80 FEET SOUTHEAST OF US 191 AND 75 FEET NORTHWEST OF A GRADED ROAD
 LO0030'THAT INTERSECTS US 191 ABOUT 150 FEET NORTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0276 ***********************************************************************
 MR0276  DESIGNATION -  M 61
 MR0276  PID         -  MR0276
 MR0276  STATE/COUNTY-  UT/RICH
 MR0276  COUNTRY     -  US
 MR0276  USGS QUAD   -  WOODRUFF (2017)
 MR0276
 MR0276                         *CURRENT SURVEY CONTROL
 MR0276  ______________________________________________________________________
 MR0276* NAD 83(1986) POSITION- 41 33 45.     (N) 111 09 29.     (W)   SCALED
 MR0276* NAVD 88 ORTHO HEIGHT -  1923.365 (meters)     6310.24  (feet) ADJUSTED
 MR0276  ______________________________________________________________________
 MR0276  GEOID HEIGHT    -        -15.107 (meters)                     GEOID18
 MR0276  DYNAMIC HEIGHT  -       1921.694 (meters)     6304.76  (feet) COMP
 MR0276  MODELED GRAVITY -    979,686.3   (mgal)                       NAVD 88
 MR0276
 MR0276  VERT ORDER      -  SECOND    CLASS 0
 MR0276
 MR0276.The horizontal coordinates were scaled from a map and have
 MR0276.an estimated accuracy of +/- 6 seconds.
 MR0276
 MR0276.The orthometric height was determined by differential leveling and
 MR0276.adjusted by the NATIONAL GEODETIC SURVEY
 MR0276.in June 1991.
 MR0276
 MR0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0276.GEOID18 height accuracy estimate available here.
 MR0276
 MR0276.Click photographs - Photos may exist for this station.
 MR0276
 MR0276.The dynamic height is computed by dividing the NAVD 88
 MR0276.geopotential number by the normal gravity value computed on the
 MR0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0276.degrees latitude (g = 980.6199 gals.).
 MR0276
 MR0276.The modeled gravity was interpolated from observed gravity values.
 MR0276
 MR0276;                    North         East    Units  Estimated Accuracy
 MR0276;SPC UT N     - 1,136,560.      528,520.      MT  (+/- 180 meters Scaled)
 MR0276
 MR0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM868012(NAD 83)
 MR0276
 MR0276                          SUPERSEDED SURVEY CONTROL
 MR0276
 MR0276  NGVD 29 (??/??/92) 1922.028  (m)         6305.85   (f) ADJ UNCH    2 0
 MR0276
 MR0276.Superseded values are not recommended for survey control.
 MR0276
 MR0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0276.See file dsdata.pdf to determine how the superseded data were derived.
 MR0276
 MR0276_MARKER: DB = BENCH MARK DISK
 MR0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0276_STAMPING: M 61 1934
 MR0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0276+STABILITY: SURFACE MOTION
 MR0276
 MR0276  HISTORY     - Date     Condition        Report By
 MR0276  HISTORY     - 1934     MONUMENTED       CGS
 MR0276  HISTORY     - 1966     MARK NOT FOUND   USGS
 MR0276
 MR0276                          STATION DESCRIPTION
 MR0276
 MR0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0276'3.0 MI N FROM WOODRUFF.
 MR0276'3.0 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE SCHOOLHOUSE, 66 FEET
 MR0276'WEST OF A FENCE CORNER, 45 FEET NORTHWEST OF THE CENTER LINE OF A LANE
 MR0276'LEADING NORTHEAST, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE
 MR0276'HIGHWAY, AND 7 FEET SOUTHWEST OF A POLE, AND SET IN THE TOP OF A
 MR0276'CONCRETE POST.
 MR0276
 MR0276                          STATION RECOVERY (1966)
 MR0276
 MR0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MR0276'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0045 ***********************************************************************
 LP0045  DESIGNATION -  M 62
 LP0045  PID         -  LP0045
 LP0045  STATE/COUNTY-  UT/TOOELE
 LP0045  COUNTRY     -  US
 LP0045  USGS QUAD   -  SAINT JOHN (2017)
 LP0045
 LP0045                         *CURRENT SURVEY CONTROL
 LP0045  ______________________________________________________________________
 LP0045* NAD 83(1986) POSITION- 40 20 20.67   (N) 112 27 39.99   (W)   HD_HELD1
 LP0045* NAVD 88 ORTHO HEIGHT -  1575.405 (meters)     5168.64  (feet) ADJUSTED
 LP0045  ______________________________________________________________________
 LP0045  GEOID HEIGHT    -        -17.652 (meters)                     GEOID18
 LP0045  DYNAMIC HEIGHT  -       1574.016 (meters)     5164.08  (feet) COMP
 LP0045  MODELED GRAVITY -    979,688.7   (mgal)                       NAVD 88
 LP0045
 LP0045  VERT ORDER      -  FIRST     CLASS II
 LP0045
 LP0045.The horizontal coordinates were determined by differentially corrected
 LP0045.hand held GPS observations or other comparable positioning techniques
 LP0045.and have an estimated accuracy of +/- 3 meters.
 LP0045
 LP0045.The orthometric height was determined by differential leveling and
 LP0045.adjusted by the NATIONAL GEODETIC SURVEY
 LP0045.in June 1991.
 LP0045
 LP0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0045.GEOID18 height accuracy estimate available here.
 LP0045
 LP0045.Click photographs - Photos may exist for this station.
 LP0045
 LP0045.The dynamic height is computed by dividing the NAVD 88
 LP0045.geopotential number by the normal gravity value computed on the
 LP0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0045.degrees latitude (g = 980.6199 gals.).
 LP0045
 LP0045.The modeled gravity was interpolated from observed gravity values.
 LP0045
 LP0045;                    North         East    Units  Estimated Accuracy
 LP0045;SPC UT C     - 2,223,117.1     418,341.3     MT  (+/- 3 meters HH1 GPS) 
 LP0045
 LP0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK7589766416(NAD 83)
 LP0045
 LP0045                          SUPERSEDED SURVEY CONTROL
 LP0045
 LP0045  NGVD 29 (??/??/92) 1574.248  (m)         5164.85   (f) ADJ UNCH    1 2
 LP0045
 LP0045.Superseded values are not recommended for survey control.
 LP0045
 LP0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0045.See file dsdata.pdf to determine how the superseded data were derived.
 LP0045
 LP0045_MARKER: DB = BENCH MARK DISK
 LP0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0045_STAMPING: M 62 1934
 LP0045_MARK LOGO: CGS
 LP0045_PROJECTION: PROJECTING 15 CENTIMETERS
 LP0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0045+STABILITY: SURFACE MOTION
 LP0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0045+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2021
 LP0045
 LP0045  HISTORY     - Date     Condition        Report By
 LP0045  HISTORY     - 1934     MONUMENTED       CGS
 LP0045  HISTORY     - 19960616 GOOD             NGSTM
 LP0045  HISTORY     - 20210621 GOOD             NGSTM
 LP0045
 LP0045                          STATION DESCRIPTION
 LP0045
 LP0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0045'1.7 MI W FROM ST JOHN.
 LP0045'ABOUT 1.7 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ST. JOHN,
 LP0045'TOOELE COUNTY, 34 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 LP0045'MEETING HOUSE AT CLOVER, 69 FEET WEST OF THE CENTER LINE OF A
 LP0045'NORTH-AND-SOUTH ROAD, AND 63 FEET NORTH OF THE CENTER LINE OF THE
 LP0045'HIGHWAY.  A STANDARD DISK, STAMPED M 62 1934 AND SET IN THE TOP OF A
 LP0045'CONCRETE POST.
 LP0045
 LP0045                          STATION RECOVERY (1996)
 LP0045
 LP0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DW)
 LP0045'STATION IS AT SE CORNER OF LOT OF RUSH VALLEY FIRE STATION NO. 1.  IT
 LP0045'IS 2.7 MILES WEST ALONG UT 199 FROM UT 36, TO NEAR MILEPOST 19 AND
 LP0045'THEN EAST A FEW BLOCKS TO PARK ST.  THIS IS GRAVITY BASE STATION
 LP0045''CLOVER', DOD 5430-1, IGB 15601 .
 LP0045
 LP0045                          STATION RECOVERY (2021)
 LP0045
 LP0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2021 (DW)
 LP0045'STATION IS IN RUSH VALLEY, UT (INC. CLOVER AND ST. JOHN). IT IS 2.75
 LP0045'MI (4.42 KM) W ALONG UT 199 (OLD LINCOLN HWY AND MORMON TRAIL) (NEAR
 LP0045'MILEPOST 19) FROM ITS JUNCTION WITH UT 36. THENCE NORTH 0.08 MI (0.13
 LP0045'KM) TO NW CORNER OF PARK ST. AND W. SHAMBIP ROAD, OLD BRICK MEETING
 LP0045'HOUSE AND STATION.
 LP0045'
 LP0045'IT IS 19.2 M (63.0 FT) NORTH OF CENTER OF W. SHAMBIP RD, 21.0 M (68.9
 LP0045'FT) WEST OF CENTER OF PARK ST., 10.4 M (34.1 FT) SE OF SE CORNER OF
 LP0045'HOUSE, JUST WEST OF SE FENCE CORNER, ON CONCRETE POST AND NEAR BURIED
 LP0045'CABLE JUNCTION BOXES. 1.5 BLOCKS NORTH OF RUSH VALLEY FIRE STATION 1.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0221 ***********************************************************************
 HM0221  DESIGNATION -  M 63
 HM0221  PID         -  HM0221
 HM0221  STATE/COUNTY-  UT/SAN JUAN
 HM0221  COUNTRY     -  US
 HM0221  USGS QUAD   -  MCCRACKEN SPRING (2017)
 HM0221
 HM0221                         *CURRENT SURVEY CONTROL
 HM0221  ______________________________________________________________________
 HM0221* NAD 83(1986) POSITION- 37 25 33.     (N) 109 20 34.     (W)   SCALED
 HM0221* NAVD 88 ORTHO HEIGHT -  1590.232 (meters)     5217.29  (feet) ADJUSTED
 HM0221  ______________________________________________________________________
 HM0221  GEOID HEIGHT    -        -20.584 (meters)                     GEOID18
 HM0221  DYNAMIC HEIGHT  -       1588.411 (meters)     5211.31  (feet) COMP
 HM0221  MODELED GRAVITY -    979,430.1   (mgal)                       NAVD 88
 HM0221
 HM0221  VERT ORDER      -  FIRST     CLASS II
 HM0221
 HM0221.The horizontal coordinates were scaled from a map and have
 HM0221.an estimated accuracy of +/- 6 seconds.
 HM0221
 HM0221.The orthometric height was determined by differential leveling and
 HM0221.adjusted by the NATIONAL GEODETIC SURVEY
 HM0221.in June 1991.
 HM0221
 HM0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0221.GEOID18 height accuracy estimate available here.
 HM0221
 HM0221.Click photographs - Photos may exist for this station.
 HM0221
 HM0221.The dynamic height is computed by dividing the NAVD 88
 HM0221.geopotential number by the normal gravity value computed on the
 HM0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0221.degrees latitude (g = 980.6199 gals.).
 HM0221
 HM0221.The modeled gravity was interpolated from observed gravity values.
 HM0221
 HM0221;                    North         East    Units  Estimated Accuracy
 HM0221;SPC UT S     - 3,086,460.      690,920.      MT  (+/- 180 meters Scaled)
 HM0221
 HM0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG466434(NAD 83)
 HM0221
 HM0221                          SUPERSEDED SURVEY CONTROL
 HM0221
 HM0221  NGVD 29 (??/??/92) 1589.230  (m)         5214.00   (f) ADJ UNCH    1 2
 HM0221
 HM0221.Superseded values are not recommended for survey control.
 HM0221
 HM0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0221.See file dsdata.pdf to determine how the superseded data were derived.
 HM0221
 HM0221_MARKER: DB = BENCH MARK DISK
 HM0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0221_STAMPING: M 63 1934
 HM0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0221+STABILITY: SURFACE MOTION
 HM0221
 HM0221  HISTORY     - Date     Condition        Report By
 HM0221  HISTORY     - 1934     MONUMENTED       CGS
 HM0221  HISTORY     - 1962     GOOD             USGS
 HM0221  HISTORY     - 1984     MARK NOT FOUND   NGS
 HM0221  HISTORY     - 1986     MARK NOT FOUND   USGS
 HM0221
 HM0221                          STATION DESCRIPTION
 HM0221
 HM0221'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HM0221'19.3 MI NE FROM BLUFF.
 HM0221'ABOUT 11 MILES NORTH ALONG THE ROAD LEADING TO MONTICELLO FROM BLUFF,
 HM0221'SAN JUAN CO., THENCE ABOUT 8.3 MILES EAST ALONG THE OLD ROAD LEADING
 HM0221'TO CORTEZ, COLORADO, ON TOP OF A SHORT RISE, AND 15 FEET NORTH OF THE
 HM0221'CENTER OF ROAD.  A STANDARD DISK, STAMPED M 63 1934 AND SET IN THE TOP
 HM0221'OF A CONCRETE POST.
 HM0221
 HM0221                          STATION RECOVERY (1984)
 HM0221
 HM0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0221'MARK NOT FOUND.
 HM0221
 HM0221                          STATION RECOVERY (1986)
 HM0221
 HM0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (EWG)
 HM0221'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0306 ***********************************************************************
 LN0306  DESIGNATION -  M 64
 LN0306  PID         -  LN0306
 LN0306  STATE/COUNTY-  UT/UINTAH
 LN0306  COUNTRY     -  US
 LN0306  USGS QUAD   -  FORT DUCHESNE (2017)
 LN0306
 LN0306                         *CURRENT SURVEY CONTROL
 LN0306  ______________________________________________________________________
 LN0306* NAD 83(1986) POSITION- 40 18 07.1    (N) 109 51 11.6    (W)   HD_HELD2
 LN0306* NAVD 88 ORTHO HEIGHT -  1533.454 (meters)     5031.01  (feet) ADJUSTED
 LN0306  ______________________________________________________________________
 LN0306  GEOID HEIGHT    -        -17.585 (meters)                     GEOID18
 LN0306  DYNAMIC HEIGHT  -       1532.037 (meters)     5026.36  (feet) COMP
 LN0306  MODELED GRAVITY -    979,648.3   (mgal)                       NAVD 88
 LN0306
 LN0306  VERT ORDER      -  FIRST     CLASS II
 LN0306
 LN0306.The horizontal coordinates were established by autonomous hand held GPS
 LN0306.observations and have an estimated accuracy of +/- 10 meters.
 LN0306
 LN0306.The orthometric height was determined by differential leveling and
 LN0306.adjusted by the NATIONAL GEODETIC SURVEY
 LN0306.in June 1991.
 LN0306
 LN0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0306.GEOID18 height accuracy estimate available here.
 LN0306
 LN0306.Click photographs - Photos may exist for this station.
 LN0306
 LN0306.The dynamic height is computed by dividing the NAVD 88
 LN0306.geopotential number by the normal gravity value computed on the
 LN0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0306.degrees latitude (g = 980.6199 gals.).
 LN0306
 LN0306.The modeled gravity was interpolated from observed gravity values.
 LN0306
 LN0306;                    North         East    Units  Estimated Accuracy
 LN0306;SPC UT C     - 2,219,847.      639,986.      MT  (+/- 10 meters HH2 GPS)
 LN0306
 LN0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK9745761904(NAD 83)
 LN0306
 LN0306                          SUPERSEDED SURVEY CONTROL
 LN0306
 LN0306  NGVD 29 (??/??/92) 1532.228  (m)         5026.98   (f) ADJ UNCH    1 2
 LN0306
 LN0306.Superseded values are not recommended for survey control.
 LN0306
 LN0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0306.See file dsdata.pdf to determine how the superseded data were derived.
 LN0306
 LN0306_MARKER: DB = BENCH MARK DISK
 LN0306_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LN0306_SP_SET: ABUTMENT
 LN0306_STAMPING: M 64 1934
 LN0306_MARK LOGO: CGS
 LN0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0306+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2009
 LN0306
 LN0306  HISTORY     - Date     Condition        Report By
 LN0306  HISTORY     - 1934     MONUMENTED       CGS
 LN0306  HISTORY     - 1963     MARK NOT FOUND   USGS
 LN0306  HISTORY     - 20091021 GOOD             GEOCAC
 LN0306
 LN0306                          STATION DESCRIPTION
 LN0306
 LN0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0306'7.3 MI E FROM ROOSEVELT.
 LN0306'IN UINTAH COUNTY, 7.3 MILES EAST ALONG U.S. HIGHWAY 40 FROM ROOSEVELT,
 LN0306'DUCHESNE COUNTY, AT THE BRIDGE OVER UINTA RIVER, IN THE TOP OF THE
 LN0306'NORTH END OF THE EAST CONCRETE ABUTMENT, AND 2.7 FEET NORTH OF THE
 LN0306'NORTH CURB LINE.  A STANDARD DISK, STAMPED M 64 1934. NOTE-- DISTURBED
 LN0306'BY CONSTRUCTION.
 LN0306
 LN0306                          STATION RECOVERY (1963)
 LN0306
 LN0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LN0306'MARK NOT FOUND.
 LN0306
 LN0306                          STATION RECOVERY (2009)
 LN0306
 LN0306'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LN0306'ABUTMENT WAS NOT DESTROYED AFTER CONSTRUCTION OF A NEW BRIDGE JUST
 LN0306'DOWNSTREAM. A STREAM SIDE NOSE CAP WAS ADDED AND SOME PATCHING WAS
 LN0306'PLACED NEAR THE MARK, BUT IS UNDISTURBED EXCEPT FOR THE ADDED STAMPING
 LN0306'ON THE ORIGINAL DISK THAT READS 'RESET 1964'.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0137 ***********************************************************************
 LP0137  DESIGNATION -  M 67
 LP0137  PID         -  LP0137
 LP0137  STATE/COUNTY-  UT/TOOELE
 LP0137  COUNTRY     -  US
 LP0137  USGS QUAD   -  DUGWAY PROVING GROUND NW (2017)
 LP0137
 LP0137                         *CURRENT SURVEY CONTROL
 LP0137  ______________________________________________________________________
 LP0137* NAD 83(1986) POSITION- 40 11 18.62   (N) 113 08 13.75   (W)   HD_HELD1
 LP0137* NAVD 88 ORTHO HEIGHT -  1311.021 (meters)     4301.24  (feet) ADJUSTED
 LP0137  ______________________________________________________________________
 LP0137  GEOID HEIGHT    -        -18.754 (meters)                     GEOID18
 LP0137  DYNAMIC HEIGHT  -       1309.961 (meters)     4297.76  (feet) COMP
 LP0137  MODELED GRAVITY -    979,771.4   (mgal)                       NAVD 88
 LP0137
 LP0137  VERT ORDER      -  FIRST     CLASS II
 LP0137
 LP0137.The horizontal coordinates were determined by differentially corrected
 LP0137.hand held GPS observations or other comparable positioning techniques
 LP0137.and have an estimated accuracy of +/- 3 meters.
 LP0137
 LP0137.The orthometric height was determined by differential leveling and
 LP0137.adjusted by the NATIONAL GEODETIC SURVEY
 LP0137.in June 1991.
 LP0137
 LP0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0137.GEOID18 height accuracy estimate available here.
 LP0137
 LP0137.Click photographs - Photos may exist for this station.
 LP0137
 LP0137.The dynamic height is computed by dividing the NAVD 88
 LP0137.geopotential number by the normal gravity value computed on the
 LP0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0137.degrees latitude (g = 980.6199 gals.).
 LP0137
 LP0137.The modeled gravity was interpolated from observed gravity values.
 LP0137
 LP0137;                    North         East    Units  Estimated Accuracy
 LP0137;SPC UT C     - 2,207,236.2     360,601.6     MT  (+/- 3 meters HH1 GPS) 
 LP0137
 LP0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK1806850869(NAD 83)
 LP0137
 LP0137                          SUPERSEDED SURVEY CONTROL
 LP0137
 LP0137  NGVD 29 (??/??/92) 1310.011  (m)         4297.93   (f) ADJ UNCH    1 2
 LP0137
 LP0137.Superseded values are not recommended for survey control.
 LP0137
 LP0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0137.See file dsdata.pdf to determine how the superseded data were derived.
 LP0137
 LP0137_MARKER: DB = BENCH MARK DISK
 LP0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0137_STAMPING: M 67 1934
 LP0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0137+STABILITY: SURFACE MOTION
 LP0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0137+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2015
 LP0137
 LP0137  HISTORY     - Date     Condition        Report By
 LP0137  HISTORY     - 1934     MONUMENTED       CGS
 LP0137  HISTORY     - 20150316 GOOD             INDIV
 LP0137
 LP0137                          STATION DESCRIPTION
 LP0137
 LP0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0137'26.6 MI W FROM ORRS RANCH.
 LP0137'ABOUT 26.6 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0137'TOOELE COUNTY, AND 46 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY. A
 LP0137'STANDARD DISK, STAMPED M 67 1934 AND SET IN THE TOP OF A CONCRETE
 LP0137'POST.
 LP0137
 LP0137                          STATION RECOVERY (2015)
 LP0137
 LP0137'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (TS)
 LP0137'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0178 ***********************************************************************
 LP0178  DESIGNATION -  M 68
 LP0178  PID         -  LP0178
 LP0178  STATE/COUNTY-  UT/TOOELE
 LP0178  COUNTRY     -  US
 LP0178  USGS QUAD   -  IBAPAH (2017)
 LP0178
 LP0178                         *CURRENT SURVEY CONTROL
 LP0178  ______________________________________________________________________
 LP0178* NAD 83(1986) POSITION- 40 05 20.     (N) 113 56 38.     (W)   SCALED
 LP0178* NAVD 88 ORTHO HEIGHT -  1652.361 (meters)     5421.12  (feet) ADJUSTED
 LP0178  ______________________________________________________________________
 LP0178  GEOID HEIGHT    -        -18.919 (meters)                     GEOID18
 LP0178  DYNAMIC HEIGHT  -       1650.877 (meters)     5416.25  (feet) COMP
 LP0178  MODELED GRAVITY -    979,668.9   (mgal)                       NAVD 88
 LP0178
 LP0178  VERT ORDER      -  FIRST     CLASS II
 LP0178
 LP0178.The horizontal coordinates were scaled from a map and have
 LP0178.an estimated accuracy of +/- 6 seconds.
 LP0178
 LP0178.The orthometric height was determined by differential leveling and
 LP0178.adjusted by the NATIONAL GEODETIC SURVEY
 LP0178.in June 1991.
 LP0178
 LP0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0178.GEOID18 height accuracy estimate available here.
 LP0178
 LP0178.Click photographs - Photos may exist for this station.
 LP0178
 LP0178.The dynamic height is computed by dividing the NAVD 88
 LP0178.geopotential number by the normal gravity value computed on the
 LP0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0178.degrees latitude (g = 980.6199 gals.).
 LP0178
 LP0178.The modeled gravity was interpolated from observed gravity values.
 LP0178
 LP0178;                    North         East    Units  Estimated Accuracy
 LP0178;SPC UT C     - 2,197,750.      291,620.      MT  (+/- 180 meters Scaled)
 LP0178
 LP0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK490417(NAD 83)
 LP0178
 LP0178                          SUPERSEDED SURVEY CONTROL
 LP0178
 LP0178  NGVD 29 (??/??/92) 1651.263  (m)         5417.52   (f) ADJ UNCH    1 2
 LP0178
 LP0178.Superseded values are not recommended for survey control.
 LP0178
 LP0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0178.See file dsdata.pdf to determine how the superseded data were derived.
 LP0178
 LP0178_MARKER: DB = BENCH MARK DISK
 LP0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0178_STAMPING: M 68 1934
 LP0178_MARK LOGO: CGS
 LP0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0178+STABILITY: SURFACE MOTION
 LP0178
 LP0178  HISTORY     - Date     Condition        Report By
 LP0178  HISTORY     - 1934     MONUMENTED       CGS
 LP0178
 LP0178                          STATION DESCRIPTION
 LP0178
 LP0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0178'4.6 MI E FROM IBAPAH.
 LP0178'ABOUT 4.6 MILES EAST ALONG THE OLD LINCOLN HIGHWAY FROM IBAPAH, TOOELE
 LP0178'COUNTY, AT THE TOP OF A SMALL RIDGE WHICH THE HIGHWAY FOLLOWS FOR
 LP0178'ABOUT A MILE, ABOUT 845 YARDS SOUTHWEST OF A MILEPOST (4 MILES EAST OF
 LP0178'SHERIDANS, 9 MILES WEST OF GOLD HILL), ABOUT 845 YARDS SOUTHWEST OF
 LP0178'THE INTERSECTION WITH A SIDE ROAD LEADING WEST, AND 62 FEET SOUTH OF
 LP0178'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 68 1934
 LP0178'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0476 ***********************************************************************
 JO0476  DESIGNATION -  M 7
 JO0476  PID         -  JO0476
 JO0476  STATE/COUNTY-  UT/SEVIER
 JO0476  COUNTRY     -  US
 JO0476  USGS QUAD   -  ELSINORE (2017)
 JO0476
 JO0476                         *CURRENT SURVEY CONTROL
 JO0476  ______________________________________________________________________
 JO0476* NAD 83(1994) POSITION- 38 44 19.21199(N) 112 12 18.93470(W)   ADJUSTED
 JO0476* NAVD 88 ORTHO HEIGHT -  2510.3   (meters)     8236.    (feet) VERTCON3
 JO0476  ______________________________________________________________________
 JO0476  GEOID HEIGHT    -        -18.632 (meters)                     GEOID18
 JO0476  LAPLACE CORR    -         -7.59  (seconds)                    DEFLEC18
 JO0476  HORZ ORDER      -  THIRD
 JO0476
 JO0476.The horizontal coordinates were established by classical geodetic methods
 JO0476.and adjusted by the National Geodetic Survey in November 1997.
 JO0476
 JO0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0476
 JO0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0476.GEOID18 height accuracy estimate available here.
 JO0476
 JO0476.Click photographs - Photos may exist for this station.
 JO0476
 JO0476.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0476
 JO0476. The following values were computed from the NAD 83(1994) position.
 JO0476
 JO0476;                    North         East     Units Scale Factor Converg.
 JO0476;SPC UT C     - 2,045,243.812   438,677.516   MT  1.00008019   -0 27 06.4
 JO0476;SPC UT C     - 6,710,104.07  1,439,227.82   sFT  1.00008019   -0 27 06.4
 JO0476;UTM  12      - 4,288,466.659   395,249.942   MT  0.99973512   -0 45 15.4
 JO0476
 JO0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0476!SPC UT C     -   0.99960921  x   1.00008019  =   0.99968937
 JO0476!UTM  12      -   0.99960921  x   0.99973512  =   0.99934443
 JO0476
 JO0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH9524988466(NAD 83)
 JO0476
 JO0476                          SUPERSEDED SURVEY CONTROL
 JO0476
 JO0476  NAD 83(1986)-  38 44 19.20620(N)    112 12 18.93081(W) AD(       ) 3
 JO0476  NAD 27      -  38 44 19.32200(N)    112 12 16.22300(W) AD(       ) 3
 JO0476  USSD        -  38 44 20.08900(N)    112 12 16.98800(W) AD(       ) 3
 JO0476  NGVD 29 (07/19/86) 2509.0    (m)         8232.     (f) VERT ANG       
 JO0476
 JO0476.Superseded values are not recommended for survey control.
 JO0476
 JO0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0476.See file dsdata.pdf to determine how the superseded data were derived.
 JO0476
 JO0476_MARKER: B = BOLT
 JO0476_SETTING: 66 = SET IN ROCK OUTCROP
 JO0476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0476+STABILITY: POSITION/ELEVATION WELL
 JO0476
 JO0476  HISTORY     - Date     Condition        Report By
 JO0476  HISTORY     - 1919     MONUMENTED       USFS
 JO0476
 JO0476                          STATION DESCRIPTION
 JO0476
 JO0476'DESCRIBED BY US FOREST SERVICE 1919 (GDC)
 JO0476'ABOUT 6-1/2 MILES SOUTHWEST OF RICHFIELD AND 1/2 MILE NORTH
 JO0476'OF THE ELSINORE-KANOSH ROAD, ON A LOW BUT PROMINENT POINT ON
 JO0476'THE MAIN DIVIDE.  STATION MARK IS A BOLT CEMENTED IN THE ROCK
 JO0476'AND SURMOUNTED BY A POLE SIGNAL BRACED IN A TRIMMED
 JO0476'MOUNTAIN-MAHOGANY TREE.  BELKNAP BEARS S. 32 DEG W. AND MONROE
 JO0476'2 BEARS S. 50 DEG E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0337 ***********************************************************************
 KO0337  DESIGNATION -  M 74
 KO0337  PID         -  KO0337
 KO0337  STATE/COUNTY-  UT/MILLARD
 KO0337  COUNTRY     -  US
 KO0337  USGS QUAD   -  NORTH KNOLL SPRING (2017)
 KO0337
 KO0337                         *CURRENT SURVEY CONTROL
 KO0337  ______________________________________________________________________
 KO0337* NAD 83(1986) POSITION- 39 17 32.     (N) 113 46 01.     (W)   SCALED
 KO0337* NAVD 88 ORTHO HEIGHT -  1636.416 (meters)     5368.81  (feet) ADJUSTED
 KO0337  ______________________________________________________________________
 KO0337  GEOID HEIGHT    -        -19.888 (meters)                     GEOID18
 KO0337  DYNAMIC HEIGHT  -       1634.848 (meters)     5363.66  (feet) COMP
 KO0337  MODELED GRAVITY -    979,610.6   (mgal)                       NAVD 88
 KO0337
 KO0337  VERT ORDER      -  SECOND    CLASS 0
 KO0337
 KO0337.The horizontal coordinates were scaled from a map and have
 KO0337.an estimated accuracy of +/- 6 seconds.
 KO0337
 KO0337.The orthometric height was determined by differential leveling and
 KO0337.adjusted by the NATIONAL GEODETIC SURVEY
 KO0337.in June 1991.
 KO0337
 KO0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0337.GEOID18 height accuracy estimate available here.
 KO0337
 KO0337.Click photographs - Photos may exist for this station.
 KO0337
 KO0337.The dynamic height is computed by dividing the NAVD 88
 KO0337.geopotential number by the normal gravity value computed on the
 KO0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0337.degrees latitude (g = 980.6199 gals.).
 KO0337
 KO0337.The modeled gravity was interpolated from observed gravity values.
 KO0337
 KO0337;                    North         East    Units  Estimated Accuracy
 KO0337;SPC UT C     - 2,108,930.      304,470.      MT  (+/- 180 meters Scaled)
 KO0337
 KO0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ613528(NAD 83)
 KO0337
 KO0337                          SUPERSEDED SURVEY CONTROL
 KO0337
 KO0337  NGVD 29 (??/??/92) 1635.289  (m)         5365.11   (f) ADJ UNCH    2 0
 KO0337
 KO0337.Superseded values are not recommended for survey control.
 KO0337
 KO0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0337.See file dsdata.pdf to determine how the superseded data were derived.
 KO0337
 KO0337_MARKER: DB = BENCH MARK DISK
 KO0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0337_STAMPING: M 74 1934
 KO0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0337+STABILITY: SURFACE MOTION
 KO0337
 KO0337  HISTORY     - Date     Condition        Report By
 KO0337  HISTORY     - 1934     MONUMENTED       CGS
 KO0337
 KO0337                          STATION DESCRIPTION
 KO0337
 KO0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0337'13.6 MI E FROM ROBISONS RANCH.
 KO0337'13.6 MILES EAST ALONG U.S. HIGHWAY 6 FROM ROBISONS RANCH, MILLARD
 KO0337'COUNTY, 120 FEET SOUTH OF A LARGE DRY WASH AT THE NORTH EDGE OF THE
 KO0337'OLD ROAD, 90 FEET NORTHWEST OF THE FOOT OF A LARGE ROUND HILL, AND 45
 KO0337'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 KO0337'STAMPED M 74 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0358 ***********************************************************************
 KO0358  DESIGNATION -  M 75
 KO0358  PID         -  KO0358
 KO0358  STATE/COUNTY-  UT/JUAB
 KO0358  COUNTRY     -  US
 KO0358  USGS QUAD   -  TROUT CREEK SW (2017)
 KO0358
 KO0358                         *CURRENT SURVEY CONTROL
 KO0358  ______________________________________________________________________
 KO0358* NAD 83(1986) POSITION- 39 37 01.     (N) 113 54 28.     (W)   SCALED
 KO0358* NAVD 88 ORTHO HEIGHT -  1473.751 (meters)     4835.13  (feet) ADJUSTED
 KO0358  ______________________________________________________________________
 KO0358  GEOID HEIGHT    -        -19.636 (meters)                     GEOID18
 KO0358  DYNAMIC HEIGHT  -       1472.375 (meters)     4830.62  (feet) COMP
 KO0358  MODELED GRAVITY -    979,642.1   (mgal)                       NAVD 88
 KO0358
 KO0358  VERT ORDER      -  SECOND    CLASS 0
 KO0358
 KO0358.The horizontal coordinates were scaled from a map and have
 KO0358.an estimated accuracy of +/- 6 seconds.
 KO0358
 KO0358.The orthometric height was determined by differential leveling and
 KO0358.adjusted by the NATIONAL GEODETIC SURVEY
 KO0358.in June 1991.
 KO0358
 KO0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0358.GEOID18 height accuracy estimate available here.
 KO0358
 KO0358.Click photographs - Photos may exist for this station.
 KO0358
 KO0358.The dynamic height is computed by dividing the NAVD 88
 KO0358.geopotential number by the normal gravity value computed on the
 KO0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0358.degrees latitude (g = 980.6199 gals.).
 KO0358
 KO0358.The modeled gravity was interpolated from observed gravity values.
 KO0358
 KO0358;                    North         East    Units  Estimated Accuracy
 KO0358;SPC UT C     - 2,145,290.      293,290.      MT  (+/- 180 meters Scaled)
 KO0358
 KO0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ503892(NAD 83)
 KO0358
 KO0358                          SUPERSEDED SURVEY CONTROL
 KO0358
 KO0358  NGVD 29 (??/??/92) 1472.654  (m)         4831.53   (f) ADJ UNCH    2 0
 KO0358
 KO0358.Superseded values are not recommended for survey control.
 KO0358
 KO0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0358.See file dsdata.pdf to determine how the superseded data were derived.
 KO0358
 KO0358_MARKER: DB = BENCH MARK DISK
 KO0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0358_STAMPING: M 75 1934
 KO0358_MARK LOGO: CGS
 KO0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0358+STABILITY: SURFACE MOTION
 KO0358
 KO0358  HISTORY     - Date     Condition        Report By
 KO0358  HISTORY     - 1934     MONUMENTED       CGS
 KO0358  HISTORY     - 20031021 GOOD             USGS-R
 KO0358
 KO0358                          STATION DESCRIPTION
 KO0358
 KO0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0358'7.0 MI S FROM TROUT CREEK.
 KO0358'7.0 MILES SOUTH ALONG THE ROAD LEADING TO ROBINSON RANCH FROM THE OLD
 KO0358'POST OFFICE AT TROUT CREEK, 116 FEET NORTHEAST OF A SMALL DRY
 KO0358'EAST-AND-WEST WASH, AND 48 FEET NORTHWEST OF THE CENTER LINE OF THE
 KO0358'ROAD.  SET IN THE TOP OF A CONCRETE POST.
 KO0358
 KO0358                          STATION RECOVERY (2003)
 KO0358
 KO0358'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 2003 (JMM)
 KO0358'WEST DESERT SCHOOL AT PARTOUN, 2.5 MILES SOUTH ALONG A GRAVEL ROAD TO
 KO0358'A ROAD JUNCTION NE, 112 FEET NORTH ALONG ROAD, 36 FEET WEST AND 11
 KO0358'FEET NORTH OF DIM ROAD LEADING TO RUINS, 116 FEET NORTHEAST OF A SMALL
 KO0358'DRY EAST-WEST WASH, SET IN CONCRETE POST AND STAMPED M 75 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0172 ***********************************************************************
 LP0172  DESIGNATION -  M 76
 LP0172  PID         -  LP0172
 LP0172  STATE/COUNTY-  UT/TOOELE
 LP0172  COUNTRY     -  US
 LP0172  USGS QUAD   -  GOLD HILL (2017)
 LP0172
 LP0172                         *CURRENT SURVEY CONTROL
 LP0172  ______________________________________________________________________
 LP0172* NAD 83(1986) POSITION- 40 10 07.     (N) 113 49 44.     (W)   SCALED
 LP0172* NAVD 88 ORTHO HEIGHT -  1596.793 (meters)     5238.81  (feet) ADJUSTED
 LP0172  ______________________________________________________________________
 LP0172  GEOID HEIGHT    -        -18.863 (meters)                     GEOID18
 LP0172  DYNAMIC HEIGHT  -       1595.403 (meters)     5234.25  (feet) COMP
 LP0172  MODELED GRAVITY -    979,699.0   (mgal)                       NAVD 88
 LP0172
 LP0172  VERT ORDER      -  FIRST     CLASS II
 LP0172
 LP0172.The horizontal coordinates were scaled from a map and have
 LP0172.an estimated accuracy of +/- 6 seconds.
 LP0172
 LP0172.The orthometric height was determined by differential leveling and
 LP0172.adjusted by the NATIONAL GEODETIC SURVEY
 LP0172.in June 1991.
 LP0172
 LP0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0172.GEOID18 height accuracy estimate available here.
 LP0172
 LP0172.Click photographs - Photos may exist for this station.
 LP0172
 LP0172.The dynamic height is computed by dividing the NAVD 88
 LP0172.geopotential number by the normal gravity value computed on the
 LP0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0172.degrees latitude (g = 980.6199 gals.).
 LP0172
 LP0172.The modeled gravity was interpolated from observed gravity values.
 LP0172
 LP0172;                    North         East    Units  Estimated Accuracy
 LP0172;SPC UT C     - 2,206,330.      301,660.      MT  (+/- 180 meters Scaled)
 LP0172
 LP0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK591503(NAD 83)
 LP0172
 LP0172                          SUPERSEDED SURVEY CONTROL
 LP0172
 LP0172  NGVD 29 (??/??/92) 1595.724  (m)         5235.30   (f) ADJ UNCH    1 2
 LP0172
 LP0172.Superseded values are not recommended for survey control.
 LP0172
 LP0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0172.See file dsdata.pdf to determine how the superseded data were derived.
 LP0172
 LP0172_MARKER: DB = BENCH MARK DISK
 LP0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0172_STAMPING: M 76 1934
 LP0172_MARK LOGO: CGS
 LP0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0172+STABILITY: SURFACE MOTION
 LP0172
 LP0172  HISTORY     - Date     Condition        Report By
 LP0172  HISTORY     - 1934     MONUMENTED       CGS
 LP0172
 LP0172                          STATION DESCRIPTION
 LP0172
 LP0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0172'IN GOLD HILL.
 LP0172'AT GOLD HILL, TOOELE COUNTY, ABOUT 312 FEET NORTHEAST OF THE NORTHEAST
 LP0172'CORNER OF THE DEEP CREEK RAILROAD STATION, 82 FEET NORTHEAST OF
 LP0172'MILEPOST 45, ABOUT 110 FEET NORTH OF THE CENTER LINE OF THE MAIN
 LP0172'TRACK, ABOUT 60 FEET EAST OF THE CENTER LINE OF THE GOLD HILL-WENDOVER
 LP0172'ROAD, AND 30 FEET NORTH OF THE NORTHWEST CORNER OF A SMALL FRAME
 LP0172'GARAGE.  A STANDARD DISK, STAMPED M 76 1934 AND SET IN THE TOP OF A
 LP0172'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0107 ***********************************************************************
 LP0107  DESIGNATION -  M 77
 LP0107  PID         -  LP0107
 LP0107  STATE/COUNTY-  UT/TOOELE
 LP0107  COUNTRY     -  US
 LP0107  USGS QUAD   -  LOW (2017)
 LP0107
 LP0107                         *CURRENT SURVEY CONTROL
 LP0107  ______________________________________________________________________
 LP0107* NAD 83(1986) POSITION- 40 47 45.     (N) 112 56 06.     (W)   SCALED
 LP0107* NAVD 88 ORTHO HEIGHT -  1404.175 (meters)     4606.86  (feet) ADJUSTED
 LP0107  ______________________________________________________________________
 LP0107  GEOID HEIGHT    -        -17.453 (meters)                     GEOID18
 LP0107  DYNAMIC HEIGHT  -       1403.101 (meters)     4603.34  (feet) COMP
 LP0107  MODELED GRAVITY -    979,810.3   (mgal)                       NAVD 88
 LP0107
 LP0107  VERT ORDER      -  SECOND    CLASS 0
 LP0107
 LP0107.The horizontal coordinates were scaled from a map and have
 LP0107.an estimated accuracy of +/- 6 seconds.
 LP0107
 LP0107.The orthometric height was determined by differential leveling and
 LP0107.adjusted by the NATIONAL GEODETIC SURVEY
 LP0107.in June 1991.
 LP0107
 LP0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0107.GEOID18 height accuracy estimate available here.
 LP0107
 LP0107.Click photographs - Photos may exist for this station.
 LP0107
 LP0107.The dynamic height is computed by dividing the NAVD 88
 LP0107.geopotential number by the normal gravity value computed on the
 LP0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0107.degrees latitude (g = 980.6199 gals.).
 LP0107
 LP0107.The modeled gravity was interpolated from observed gravity values.
 LP0107
 LP0107;                    North         East    Units  Estimated Accuracy
 LP0107;SPC UT C     - 2,274,370.      378,900.      MT  (+/- 180 meters Scaled)
 LP0107
 LP0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL367178(NAD 83)
 LP0107
 LP0107                          SUPERSEDED SURVEY CONTROL
 LP0107
 LP0107  NGVD 29 (??/??/92) 1403.133  (m)         4603.45   (f) ADJ UNCH    2 0
 LP0107
 LP0107.Superseded values are not recommended for survey control.
 LP0107
 LP0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0107.See file dsdata.pdf to determine how the superseded data were derived.
 LP0107
 LP0107_MARKER: DB = BENCH MARK DISK
 LP0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0107_STAMPING: M 77 1934
 LP0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0107+STABILITY: SURFACE MOTION
 LP0107
 LP0107  HISTORY     - Date     Condition        Report By
 LP0107  HISTORY     - 1934     MONUMENTED       CGS
 LP0107
 LP0107                          STATION DESCRIPTION
 LP0107
 LP0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0107'21.7 MI E FROM KNOLLS.
 LP0107'21.7 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM KNOLLS, TOOELE
 LP0107'COUNTY, 32 FEET SOUTHEAST OF MILEPOST 867, AT THE WEST EDGE OF A DIM
 LP0107'NORTH-AND-SOUTH WAGON ROAD, AND 66 FEET EAST OF THE CENTERLINE OF THE
 LP0107'TRACK.  A STANDARD DISK, STAMPED M 77 1934 AND SET IN THE TOP OF A
 LP0107'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0038 ***********************************************************************
 LO0038  DESIGNATION -  M 78
 LO0038  PID         -  LO0038
 LO0038  STATE/COUNTY-  UT/DUCHESNE
 LO0038  COUNTRY     -  US
 LO0038  USGS QUAD   -  MYTON SW (2017)
 LO0038
 LO0038                         *CURRENT SURVEY CONTROL
 LO0038  ______________________________________________________________________
 LO0038* NAD 83(1986) POSITION- 40 01 21.     (N) 110 09 32.     (W)   SCALED
 LO0038* NAVD 88 ORTHO HEIGHT -  1818.053 (meters)     5964.73  (feet) ADJUSTED
 LO0038  ______________________________________________________________________
 LO0038  GEOID HEIGHT    -        -17.569 (meters)                     GEOID18
 LO0038  DYNAMIC HEIGHT  -       1816.260 (meters)     5958.85  (feet) COMP
 LO0038  MODELED GRAVITY -    979,575.6   (mgal)                       NAVD 88
 LO0038
 LO0038  VERT ORDER      -  SECOND    CLASS II
 LO0038
 LO0038.The horizontal coordinates were scaled from a map and have
 LO0038.an estimated accuracy of +/- 6 seconds.
 LO0038
 LO0038.The orthometric height was determined by differential leveling and
 LO0038.adjusted by the NATIONAL GEODETIC SURVEY
 LO0038.in June 1991.
 LO0038
 LO0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0038.GEOID18 height accuracy estimate available here.
 LO0038
 LO0038.Click photographs - Photos may exist for this station.
 LO0038
 LO0038.The dynamic height is computed by dividing the NAVD 88
 LO0038.geopotential number by the normal gravity value computed on the
 LO0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0038.degrees latitude (g = 980.6199 gals.).
 LO0038
 LO0038.The modeled gravity was interpolated from observed gravity values.
 LO0038
 LO0038;                    North         East    Units  Estimated Accuracy
 LO0038;SPC UT C     - 2,188,390.      614,470.      MT  (+/- 180 meters Scaled)
 LO0038
 LO0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK717305(NAD 83)
 LO0038
 LO0038                          SUPERSEDED SURVEY CONTROL
 LO0038
 LO0038  NGVD 29 (??/??/92) 1816.78   (m)         5960.6    (f) COMPUTED    2 0
 LO0038
 LO0038.Superseded values are not recommended for survey control.
 LO0038
 LO0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0038.See file dsdata.pdf to determine how the superseded data were derived.
 LO0038
 LO0038_MARKER: DB = BENCH MARK DISK
 LO0038_SETTING: 80 = SET IN A BOULDER
 LO0038_STAMPING: M 78 1934
 LO0038_MARK LOGO: CGS
 LO0038_MAGNETIC: N = NO MAGNETIC MATERIAL
 LO0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0038+STABILITY: SURFACE MOTION
 LO0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LO0038+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2002
 LO0038
 LO0038  HISTORY     - Date     Condition        Report By
 LO0038  HISTORY     - 1934     MONUMENTED       CGS
 LO0038  HISTORY     - 1963     GOOD             USGS
 LO0038  HISTORY     - 20020412 GOOD             NGS
 LO0038
 LO0038                          STATION DESCRIPTION
 LO0038
 LO0038'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LO0038'2.0 MI W FROM MYTON.
 LO0038'2.0 MILES WEST OF POST OFFICE, THENCE 13.3 MILES SOUTH ALONG HIGHWAY
 LO0038'53 FROM.  12.7 MILES SOUTH OF STATE HIGHWAY TO PRICE SIGN.  NORTH OF
 LO0038'DRAW LEADING SOUTHWEST, 35 FEET NORTH OF FORK, 30 FEET EAST OF
 LO0038'SANDSTONE BLUFFS, 25 FEET WEST OF CENTER LINE OF HIGHWAY, IN THE TOP
 LO0038'OF A SANDSTONE BOULDER, AND ABOUT 2.5 FEET ABOVE THE GROUND.  A USGS
 LO0038'STANDARD DISK, STAMPED M 78 1934 AND MARKED BY PAINTED LETTERS USPBM
 LO0038'6026.1.
 LO0038
 LO0038                          STATION RECOVERY (2002)
 LO0038
 LO0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 LO0038'RECOVERED AS DESCRIBED.
 LO0038'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0303 ***********************************************************************
 KO0303  DESIGNATION -  M 79
 KO0303  PID         -  KO0303
 KO0303  STATE/COUNTY-  UT/JUAB
 KO0303  COUNTRY     -  US
 KO0303  USGS QUAD   -  FISH SPRINGS NW (2017)
 KO0303
 KO0303                         *CURRENT SURVEY CONTROL
 KO0303  ______________________________________________________________________
 KO0303* NAD 83(1986) POSITION- 39 53 50.     (N) 113 25 55.     (W)   SCALED
 KO0303* NAVD 88 ORTHO HEIGHT -  1313.410 (meters)     4309.08  (feet) ADJUSTED
 KO0303  ______________________________________________________________________
 KO0303  GEOID HEIGHT    -        -19.338 (meters)                     GEOID18
 KO0303  DYNAMIC HEIGHT  -       1312.316 (meters)     4305.49  (feet) COMP
 KO0303  MODELED GRAVITY -    979,747.6   (mgal)                       NAVD 88
 KO0303
 KO0303  VERT ORDER      -  SECOND    CLASS 0
 KO0303
 KO0303.The horizontal coordinates were scaled from a map and have
 KO0303.an estimated accuracy of +/- 6 seconds.
 KO0303
 KO0303.The orthometric height was determined by differential leveling and
 KO0303.adjusted by the NATIONAL GEODETIC SURVEY
 KO0303.in June 1991.
 KO0303
 KO0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0303.GEOID18 height accuracy estimate available here.
 KO0303
 KO0303.Click photographs - Photos may exist for this station.
 KO0303
 KO0303.The dynamic height is computed by dividing the NAVD 88
 KO0303.geopotential number by the normal gravity value computed on the
 KO0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0303.degrees latitude (g = 980.6199 gals.).
 KO0303
 KO0303.The modeled gravity was interpolated from observed gravity values.
 KO0303
 KO0303;                    North         East    Units  Estimated Accuracy
 KO0303;SPC UT C     - 2,175,410.      334,810.      MT  (+/- 180 meters Scaled)
 KO0303
 KO0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK920191(NAD 83)
 KO0303
 KO0303                          SUPERSEDED SURVEY CONTROL
 KO0303
 KO0303  NGVD 29 (??/??/92) 1312.417  (m)         4305.82   (f) ADJ UNCH    2 0
 KO0303
 KO0303.Superseded values are not recommended for survey control.
 KO0303
 KO0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0303.See file dsdata.pdf to determine how the superseded data were derived.
 KO0303
 KO0303_MARKER: DB = BENCH MARK DISK
 KO0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0303_STAMPING: M 79 1934
 KO0303_MARK LOGO: CGS
 KO0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0303+STABILITY: SURFACE MOTION
 KO0303
 KO0303  HISTORY     - Date     Condition        Report By
 KO0303  HISTORY     - 1934     MONUMENTED       CGS
 KO0303  HISTORY     - 1967     GOOD             USGS
 KO0303
 KO0303                          STATION DESCRIPTION
 KO0303
 KO0303'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 KO0303'1.3 MI W FROM FISH SPRINGS.
 KO0303'1.3 MI WEST ALONG HINCKLEY-CALLAO ROAD FROM FISH SPRINGS.  FISH
 KO0303'SPRINGS NATIONAL WILDLIFE REFUGE HEADQUARTERS, 5.2 MI NORTH OF ALONG
 KO0303'PONY EXPRESS ROAD, INSIDE TRIANGLE FORMED BY ROADS AT JUNCTION OF ROAD
 KO0303'GOING NORTH TO WILDON HEALTH SPRINGS, 25 FT NE OF PONY EXPRESS ROAD.
 KO0303'SET IN TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0308 ***********************************************************************
 HO0308  DESIGNATION -  M 8
 HO0308  PID         -  HO0308
 HO0308  STATE/COUNTY-  UT/IRON
 HO0308  COUNTRY     -  US
 HO0308  USGS QUAD   -  BERYL (2017)
 HO0308
 HO0308                         *CURRENT SURVEY CONTROL
 HO0308  ______________________________________________________________________
 HO0308* NAD 83(1986) POSITION- 37 53 44.5    (N) 113 39 41.1    (W)   HD_HELD2
 HO0308* NAVD 88 ORTHO HEIGHT -  1569.898 (meters)     5150.57  (feet) ADJUSTED
 HO0308  ______________________________________________________________________
 HO0308  GEOID HEIGHT    -        -22.668 (meters)                     GEOID18
 HO0308  DYNAMIC HEIGHT  -       1568.181 (meters)     5144.94  (feet) COMP
 HO0308  MODELED GRAVITY -    979,481.1   (mgal)                       NAVD 88
 HO0308
 HO0308  VERT ORDER      -  FIRST     CLASS II
 HO0308
 HO0308.The horizontal coordinates were established by autonomous hand held GPS
 HO0308.observations and have an estimated accuracy of +/- 10 meters.
 HO0308
 HO0308.The orthometric height was determined by differential leveling and
 HO0308.adjusted by the NATIONAL GEODETIC SURVEY
 HO0308.in June 1991.
 HO0308
 HO0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0308.GEOID18 height accuracy estimate available here.
 HO0308
 HO0308.Click photographs - Photos may exist for this station.
 HO0308
 HO0308.The dynamic height is computed by dividing the NAVD 88
 HO0308.geopotential number by the normal gravity value computed on the
 HO0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0308.degrees latitude (g = 980.6199 gals.).
 HO0308
 HO0308.The modeled gravity was interpolated from observed gravity values.
 HO0308
 HO0308;                    North         East    Units  Estimated Accuracy
 HO0308;SPC UT S     - 3,138,599.      309,915.      MT  (+/- 10 meters HH2 GPS)
 HO0308
 HO0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG6598397581(NAD 83)
 HO0308
 HO0308                          SUPERSEDED SURVEY CONTROL
 HO0308
 HO0308  NGVD 29 (??/??/92) 1568.808  (m)         5147.00   (f) ADJ UNCH    1 2
 HO0308
 HO0308.Superseded values are not recommended for survey control.
 HO0308
 HO0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0308.See file dsdata.pdf to determine how the superseded data were derived.
 HO0308
 HO0308_MARKER: DB = BENCH MARK DISK
 HO0308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HO0308_SP_SET: PIER
 HO0308_STAMPING: ELEV. 5146.998 FT
 HO0308_MARK LOGO: CGS
 HO0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0308
 HO0308  HISTORY     - Date     Condition        Report By
 HO0308  HISTORY     - 1908     MONUMENTED       CGS
 HO0308  HISTORY     - 1934     GOOD             CGS
 HO0308  HISTORY     - 20120228 GOOD             GEOCAC
 HO0308
 HO0308                          STATION DESCRIPTION
 HO0308
 HO0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0308'IN BERYL.
 HO0308'AT BERYL, IRON COUNTY, ON THE UNION PACIFIC RAILROAD, OPPOSITE THE
 HO0308'WATER TANK, IN THE NORTHWEST CONCRETE PIER OF A WINDMILL TOWER, ABOUT
 HO0308'66 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK, AND ABOUT 5 FEET
 HO0308'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED ELEV.
 HO0308'5146.998 FT. AND SET VERTICALLY.
 HO0308
 HO0308                          STATION RECOVERY (2012)
 HO0308
 HO0308'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 HO0308'MARK IS A FLAT B.M. DISK WITH ONLY A FIELD ADDED PUNCH MARK IN THE
 HO0308'CENTER.  IT IS MOUNTED HORIZONTALLY IN THE SOUTHWEST CORNER OF THE
 HO0308'SOUTHWEST PIER OF THE WOODEN TOWER WHICH FORMERLY SUPPORTED A
 HO0308'WINDMILL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0477 ***********************************************************************
 JO0477  DESIGNATION -  M 8
 JO0477  PID         -  JO0477
 JO0477  STATE/COUNTY-  UT/SEVIER
 JO0477  COUNTRY     -  US
 JO0477  USGS QUAD   -  JOSEPH PEAK (2017)
 JO0477
 JO0477                         *CURRENT SURVEY CONTROL
 JO0477  ______________________________________________________________________
 JO0477* NAD 83(1994) POSITION- 38 40 38.72226(N) 112 18 19.29080(W)   ADJUSTED
 JO0477* NAVD 88 ORTHO HEIGHT -  2841.4   (meters)     9322.    (feet) VERTCON3
 JO0477  ______________________________________________________________________
 JO0477  GEOID HEIGHT    -        -18.750 (meters)                     GEOID18
 JO0477  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 JO0477  HORZ ORDER      -  THIRD
 JO0477
 JO0477.The horizontal coordinates were established by classical geodetic methods
 JO0477.and adjusted by the National Geodetic Survey in November 1997.
 JO0477
 JO0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0477
 JO0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0477.GEOID18 height accuracy estimate available here.
 JO0477
 JO0477.Click photographs - Photos may exist for this station.
 JO0477
 JO0477.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0477
 JO0477. The following values were computed from the NAD 83(1994) position.
 JO0477
 JO0477;                    North         East     Units Scale Factor Converg.
 JO0477;SPC UT C     - 2,038,517.929   429,912.889   MT  1.00010096   -0 30 57.2
 JO0477;SPC UT C     - 6,688,037.57  1,410,472.54   sFT  1.00010096   -0 30 57.2
 JO0477;UTM  12      - 4,281,789.247   386,453.098   MT  0.99975877   -0 48 57.1
 JO0477
 JO0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0477!SPC UT C     -   0.99955732  x   1.00010096  =   0.99965824
 JO0477!UTM  12      -   0.99955732  x   0.99975877  =   0.99931620
 JO0477
 JO0477:                Primary Azimuth Mark                     Grid Az
 JO0477:SPC UT C     -  M 7                                      052 29 54.6
 JO0477:UTM  12      -  M 7                                      052 47 54.5
 JO0477
 JO0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH8645381789(NAD 83)
 JO0477
 JO0477|---------------------------------------------------------------------|
 JO0477| PID    Reference Object                     Distance      Geod. Az  |
 JO0477|                                                           dddmmss.s |
 JO0477| JO0476 M 7                                 APPROX.11.0 KM 0515857.4 |
 JO0477|---------------------------------------------------------------------|
 JO0477
 JO0477                          SUPERSEDED SURVEY CONTROL
 JO0477
 JO0477  NAD 83(1986)-  38 40 38.71713(N)    112 18 19.28698(W) AD(       ) 3
 JO0477  NAD 27      -  38 40 38.83000(N)    112 18 16.57900(W) AD(       ) 3
 JO0477  USSD        -  38 40 39.60100(N)    112 18 17.33800(W) AD(       ) 3
 JO0477  NGVD 29 (07/19/86) 2840.0    (m)         9318.     (f) VERT ANG       
 JO0477
 JO0477.Superseded values are not recommended for survey control.
 JO0477
 JO0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0477.See file dsdata.pdf to determine how the superseded data were derived.
 JO0477
 JO0477_MARKER: B = BOLT
 JO0477_SETTING: 66 = SET IN ROCK OUTCROP
 JO0477
 JO0477  HISTORY     - Date     Condition        Report By
 JO0477  HISTORY     - 1919     MONUMENTED       USFS
 JO0477
 JO0477                          STATION DESCRIPTION
 JO0477
 JO0477'DESCRIBED BY US FOREST SERVICE 1919 (GDC)
 JO0477'ABOUT 7 MILES NORTHWEST OF JOSEPH AND 1 MILE EAST OF ROCKWOOD
 JO0477'PEAK, ON A HIGH ASPEN POINT.  THE ROAD FROM JOSEPH TO ROCKWOOD
 JO0477'RANGER STATION PASSES ABOUT 1/2 MILE SOUTH OF THE STATION.
 JO0477'STATION IS MARKED BY A BOLT CEMENTED IN THE ROCK AND SURMOUNTED
 JO0477'BY A POLE SIGNAL.  THREE REFERENCE MARKS, EACH A STONE MARKED
 JO0477'WITH A CROSS, THE LETTERS MW, AND THE FIGURE 8, WERE SET.
 JO0477'THE FOLLOWING DIRECTIONS WERE OBSERVED--EAST SIDE OF HOUSE
 JO0477'ON BELKNAP, 0 DEG 00 MIN 00 SEC.  FIRST REFERENCE STONE,
 JO0477'6.37 METERS (20.9 FEET), 55 DEG 32 MIN 00 SEC.  SECOND
 JO0477'REFERENCE STONE, 5.745 METERS (18.85 FEET), 148 DEG 20 MIN 10
 JO0477'SEC.  AND THIRD REFERENCE STONE, 4.983 METERS (16.35
 JO0477'FEET), 300 DEG 46 MIN 20 SEC.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0478 ***********************************************************************
 JO0478  DESIGNATION -  M 8 P CO
 JO0478  PID         -  JO0478
 JO0478  STATE/COUNTY-  UT/PIUTE
 JO0478  COUNTRY     -  US
 JO0478  USGS QUAD   -  MARYSVALE CANYON (2017)
 JO0478
 JO0478                         *CURRENT SURVEY CONTROL
 JO0478  ______________________________________________________________________
 JO0478* NAD 83(1994) POSITION- 38 30 16.64873(N) 112 18 24.43823(W)   ADJUSTED
 JO0478* NAVD 88 ORTHO HEIGHT -  2793.4   (meters)     9165.    (feet) VERTCON3
 JO0478  ______________________________________________________________________
 JO0478  GEOID HEIGHT    -        -19.025 (meters)                     GEOID18
 JO0478  LAPLACE CORR    -        -13.46  (seconds)                    DEFLEC18
 JO0478  HORZ ORDER      -  THIRD
 JO0478
 JO0478.The horizontal coordinates were established by classical geodetic methods
 JO0478.and adjusted by the National Geodetic Survey in November 1997.
 JO0478
 JO0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0478
 JO0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0478.GEOID18 height accuracy estimate available here.
 JO0478
 JO0478.Click photographs - Photos may exist for this station.
 JO0478
 JO0478.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0478
 JO0478. The following values were computed from the NAD 83(1994) position.
 JO0478
 JO0478;                    North         East     Units Scale Factor Converg.
 JO0478;SPC UT S     - 3,204,296.067   429,624.857   MT  1.00003031   -0 29 39.5
 JO0478;SPC UT S     -10,512,761.35  1,409,527.55   sFT  1.00003031   -0 29 39.5
 JO0478;UTM  12      - 4,262,615.645   386,055.872   MT  0.99975989   -0 48 49.2
 JO0478
 JO0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0478!SPC UT S     -   0.99956487  x   1.00003031  =   0.99959517
 JO0478!UTM  12      -   0.99956487  x   0.99975989  =   0.99932487
 JO0478
 JO0478:                Primary Azimuth Mark                     Grid Az
 JO0478:SPC UT S     -  M 1                                      334 38 23.4
 JO0478:UTM  12      -  M 1                                      334 57 33.1
 JO0478
 JO0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH8605562615(NAD 83)
 JO0478
 JO0478|---------------------------------------------------------------------|
 JO0478| PID    Reference Object                     Distance      Geod. Az  |
 JO0478|                                                           dddmmss.s |
 JO0478| JO0470 ELSINORE SUGAR FACT W GAB FP        APPROX.25.2 KM 0391020.9 |
 JO0478| CM6669 M 8 P CO RM 1                         5.870 METERS 08239     |
 JO0478| CM6670 M 8 P CO RM 2                         4.584 METERS 16236     |
 JO0478| CM6671 M 8 P CO RM 3                         7.355 METERS 21850     |
 JO0478| JO0479 M 1                                 APPROX.12.7 KM 3340843.9 |
 JO0478|---------------------------------------------------------------------|
 JO0478
 JO0478                          SUPERSEDED SURVEY CONTROL
 JO0478
 JO0478  NAD 83(1986)-  38 30 16.64412(N)    112 18 24.43518(W) AD(       ) 3
 JO0478  NAD 27      -  38 30 16.71900(N)    112 18 21.72800(W) AD(       ) 3
 JO0478  USSD        -  38 30 17.49900(N)    112 18 22.49400(W) AD(       ) 3
 JO0478  NGVD 29 (07/19/86) 2792.0    (m)         9160.     (f) VERT ANG       
 JO0478
 JO0478.Superseded values are not recommended for survey control.
 JO0478
 JO0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0478.See file dsdata.pdf to determine how the superseded data were derived.
 JO0478
 JO0478_MARKER: B = BOLT
 JO0478_SETTING: 66 = SET IN ROCK OUTCROP
 JO0478
 JO0478  HISTORY     - Date     Condition        Report By
 JO0478  HISTORY     - 1919     MONUMENTED       USFS
 JO0478
 JO0478                          STATION DESCRIPTION
 JO0478
 JO0478'DESCRIBED BY US FOREST SERVICE 1919 (GDC)
 JO0478'ABOUT 3 MILES WEST OF PITTSBURG, ON THE NORTH SIDE OF DEER
 JO0478'CREEK CANYON.  THE STATION IS ON THE FIRST HIGH POINT AND IS EASIEST
 JO0478'REACHED FROM CHRISTENSENS RANCH IN CLEAR CREEK.  STATION IS
 JO0478'MARKED BY A BOLT CEMENTED IN A CREVICE OF ROCK ABOUT 6 INCHES
 JO0478'BELOW THE SURFACE OF THE GROUND AND SURMOUNTED BY A POLE BRACED
 JO0478'WITH A TRIPOD.  THREE REFERENCE STONES, EACH MARKED WITH A
 JO0478'CROSS, THE LETTER M, AND THE FIGURE 8, WERE SET.  THE FOLLOWING
 JO0478'DIRECTIONS WERE OBSERVED--BELKNAP 0 DEG 00 MIN 00 SEC.  FIRST
 JO0478'REFERENCE STONE, 5.870 METERS (19.26 FEET), 218 DEG 21 MIN 00 SEC.
 JO0478'SECOND REFERENCE STONE, 4.584 METERS (15.04 FEET), 298
 JO0478'DEG 17 MIN 55 SEC.  AND THIRD REFERENCE STONE, 7.335
 JO0478'METERS (24.13 FEET), 354 DEG 31 MIN 30 SEC.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0462 ***********************************************************************
 MS0462  DESIGNATION -  M 81
 MS0462  PID         -  MS0462
 MS0462  STATE/COUNTY-  UT/BOX ELDER
 MS0462  COUNTRY     -  US
 MS0462  USGS QUAD   -  YOST (2017)
 MS0462
 MS0462                         *CURRENT SURVEY CONTROL
 MS0462  ______________________________________________________________________
 MS0462* NAD 83(1986) POSITION- 41 58 03.     (N) 113 36 44.     (W)   SCALED
 MS0462* NAVD 88 ORTHO HEIGHT -  1722.196 (meters)     5650.24  (feet) ADJUSTED
 MS0462  ______________________________________________________________________
 MS0462  GEOID HEIGHT    -        -14.809 (meters)                     GEOID18
 MS0462  DYNAMIC HEIGHT  -       1720.927 (meters)     5646.07  (feet) COMP
 MS0462  MODELED GRAVITY -    979,824.3   (mgal)                       NAVD 88
 MS0462
 MS0462  VERT ORDER      -  SECOND    CLASS 0
 MS0462
 MS0462.The horizontal coordinates were scaled from a map and have
 MS0462.an estimated accuracy of +/- 6 seconds.
 MS0462
 MS0462.The orthometric height was determined by differential leveling and
 MS0462.adjusted by the NATIONAL GEODETIC SURVEY
 MS0462.in June 1991.
 MS0462
 MS0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0462.GEOID18 height accuracy estimate available here.
 MS0462
 MS0462.Click photographs - Photos may exist for this station.
 MS0462
 MS0462.The dynamic height is computed by dividing the NAVD 88
 MS0462.geopotential number by the normal gravity value computed on the
 MS0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0462.degrees latitude (g = 980.6199 gals.).
 MS0462
 MS0462.The modeled gravity was interpolated from observed gravity values.
 MS0462
 MS0462;                    North         East    Units  Estimated Accuracy
 MS0462;SPC UT N     - 1,183,610.      324,920.      MT  (+/- 180 meters Scaled)
 MS0462
 MS0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM835494(NAD 83)
 MS0462
 MS0462                          SUPERSEDED SURVEY CONTROL
 MS0462
 MS0462  NGVD 29 (??/??/92) 1721.041  (m)         5646.45   (f) ADJ UNCH    2 0
 MS0462
 MS0462.Superseded values are not recommended for survey control.
 MS0462
 MS0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0462.See file dsdata.pdf to determine how the superseded data were derived.
 MS0462
 MS0462_MARKER: DB = BENCH MARK DISK
 MS0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0462_STAMPING: M 81 1934
 MS0462_MARK LOGO: CGS
 MS0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0462+STABILITY: SURFACE MOTION
 MS0462
 MS0462  HISTORY     - Date     Condition        Report By
 MS0462  HISTORY     - 1934     MONUMENTED       CGS
 MS0462  HISTORY     - 1957     MARK NOT FOUND   CGS
 MS0462
 MS0462                          STATION DESCRIPTION
 MS0462
 MS0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0462'10.0 MI S FROM ALMO, ID.
 MS0462'IN BOX ELDER COUNTY, UTAH, 10.0 MILES SOUTH ALONG THE ROAD LEADING TO
 MS0462'STREVELL FROM THE CROSSROADS, ONE MILE SOUTH OF ALMO, CASSIA COUNTY,
 MS0462'IDAHO, SOUTH OF SOME VERY JAGGED ROCK FORMATIONS ON THE MOUNTAIN TO
 MS0462'THE NORTH, NORTH OF A DRAINAGE DITCH, AND 25 FEET NORTH OF THE CENTER
 MS0462'LINE OF THE ROAD.  A STANDARD DISK, STAMPED M 81 1934 AND SET IN THE
 MS0462'TOP OF A CONCRETE POST.
 MS0462
 MS0462                          STATION RECOVERY (1957)
 MS0462
 MS0462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MS0462'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0152 ***********************************************************************
 LP0152  DESIGNATION -  M 81
 LP0152  PID         -  LP0152
 LP0152  STATE/COUNTY-  UT/TOOELE
 LP0152  COUNTRY     -  US
 LP0152  USGS QUAD   -  DUGWAY PROVING GROUND SW (2017)
 LP0152
 LP0152                         *CURRENT SURVEY CONTROL
 LP0152  ______________________________________________________________________
 LP0152* NAD 83(1986) POSITION- 40 03 13.92   (N) 113 12 36.29   (W)   HD_HELD1
 LP0152* NAVD 88 ORTHO HEIGHT -  1316.398 (meters)     4318.88  (feet) ADJUSTED
 LP0152  ______________________________________________________________________
 LP0152  GEOID HEIGHT    -        -18.977 (meters)                     GEOID18
 LP0152  DYNAMIC HEIGHT  -       1315.314 (meters)     4315.33  (feet) COMP
 LP0152  MODELED GRAVITY -    979,756.2   (mgal)                       NAVD 88
 LP0152
 LP0152  VERT ORDER      -  SECOND    CLASS 0
 LP0152
 LP0152.The horizontal coordinates were determined by differentially corrected
 LP0152.hand held GPS observations or other comparable positioning techniques
 LP0152.and have an estimated accuracy of +/- 3 meters.
 LP0152
 LP0152.The orthometric height was determined by differential leveling and
 LP0152.adjusted by the NATIONAL GEODETIC SURVEY
 LP0152.in June 1991.
 LP0152
 LP0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0152.GEOID18 height accuracy estimate available here.
 LP0152
 LP0152.Click photographs - Photos may exist for this station.
 LP0152
 LP0152.The dynamic height is computed by dividing the NAVD 88
 LP0152.geopotential number by the normal gravity value computed on the
 LP0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0152.degrees latitude (g = 980.6199 gals.).
 LP0152
 LP0152.The modeled gravity was interpolated from observed gravity values.
 LP0152
 LP0152;                    North         East    Units  Estimated Accuracy
 LP0152;SPC UT C     - 2,192,406.6     354,107.0     MT  (+/- 3 meters HH1 GPS) 
 LP0152
 LP0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK1148836076(NAD 83)
 LP0152
 LP0152                          SUPERSEDED SURVEY CONTROL
 LP0152
 LP0152  NGVD 29 (??/??/92) 1315.388  (m)         4315.57   (f) ADJ UNCH    2 0
 LP0152
 LP0152.Superseded values are not recommended for survey control.
 LP0152
 LP0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0152.See file dsdata.pdf to determine how the superseded data were derived.
 LP0152
 LP0152_MARKER: DB = BENCH MARK DISK
 LP0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0152_STAMPING: M 81 1934
 LP0152_MARK LOGO: CGS
 LP0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0152+STABILITY: SURFACE MOTION
 LP0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0152+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2021
 LP0152
 LP0152  HISTORY     - Date     Condition        Report By
 LP0152  HISTORY     - 1934     MONUMENTED       CGS
 LP0152  HISTORY     - 20210719 GOOD             NGIA
 LP0152
 LP0152                          STATION DESCRIPTION
 LP0152
 LP0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0152'20 MI W FROM ORRS RANCH.
 LP0152'ABOUT 20 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0152'TOOELE COUNTY, THENCE ABOUT 18.2 MILES SOUTHWEST ALONG THE ROAD
 LP0152'LEADING TO FISH SPRINGS, ABOUT 48 FEET SOUTH OF AN OLD ROAD, AND 65
 LP0152'FEET SOUTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED M
 LP0152'81 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LP0152
 LP0152                          STATION RECOVERY (2021)
 LP0152
 LP0152'RECOVERY NOTE BY NATIONAL GEOSPATIAL INTELL AGY 2021 (BWB)
 LP0152'THE STATION IS 22 M (72.2 FT) SOUTHWEST OF THE ROAD AND IS MARKED BY
 LP0152'AN ORANGE DEFENSE MAPPING AGENCY WITNESS POST.
 LP0152'
 LP0152'TO REACH THE STATION FROM THE RANGE ACCESS GATE BY DITTO, PROCEED WEST
 LP0152'1.8 MI (2.9 KM) TO THE Y INTERSECTION OF STARK ROAD AND BURNS ROAD.
 LP0152'VEER LEFT, SOUTHWEST AND PROCEED ON STARK ROAD FOR 6.8 MI (10.9 KM) TO
 LP0152'LIMA ROAD ON THE LEFT.  TURN LEFT, SOUTHWEST, ONTO LIMA ROAD AND GO
 LP0152'8.3 MI (13.4 KM) TO A ROAD ON THE RIGHT.  TURN RIGHT, NORTHWEST AND GO
 LP0152'0.4 MI (0.6 KM) TO A 4 WAY INTERSECTION.  TURN LEFT, SOUTHWEST AND GO
 LP0152'0.5 MI (0.8 KM) TO THE STATION ON THE LEFT, SOUTHEAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0129 ***********************************************************************
 LQ0129  DESIGNATION -  M 83
 LQ0129  PID         -  LQ0129
 LQ0129  STATE/COUNTY-  UT/TOOELE
 LQ0129  COUNTRY     -  US
 LQ0129  USGS QUAD   -  MINERS CANYON (2018)
 LQ0129
 LQ0129                         *CURRENT SURVEY CONTROL
 LQ0129  ______________________________________________________________________
 LQ0129* NAD 83(1986) POSITION- 40 54 02.     (N) 114 00 27.     (W)   SCALED
 LQ0129* NAVD 88 ORTHO HEIGHT -  1298.973 (meters)     4261.71  (feet) ADJUSTED
 LQ0129  ______________________________________________________________________
 LQ0129  GEOID HEIGHT    -        -17.867 (meters)                     GEOID18
 LQ0129  DYNAMIC HEIGHT  -       1297.980 (meters)     4258.46  (feet) COMP
 LQ0129  MODELED GRAVITY -    979,815.1   (mgal)                       NAVD 88
 LQ0129
 LQ0129  VERT ORDER      -  SECOND    CLASS 0
 LQ0129
 LQ0129.The horizontal coordinates were scaled from a map and have
 LQ0129.an estimated accuracy of +/- 6 seconds.
 LQ0129
 LQ0129.The orthometric height was determined by differential leveling and
 LQ0129.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0129.in June 1991.
 LQ0129
 LQ0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0129.GEOID18 height accuracy estimate available here.
 LQ0129
 LQ0129.Click photographs - Photos may exist for this station.
 LQ0129
 LQ0129.The dynamic height is computed by dividing the NAVD 88
 LQ0129.geopotential number by the normal gravity value computed on the
 LQ0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0129.degrees latitude (g = 980.6199 gals.).
 LQ0129
 LQ0129.The modeled gravity was interpolated from observed gravity values.
 LQ0129
 LQ0129;                    North         East    Units  Estimated Accuracy
 LQ0129;SPC UT C     - 2,287,990.      288,730.      MT  (+/- 180 meters Scaled)
 LQ0129
 LQ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF520320(NAD 83)
 LQ0129
 LQ0129                          SUPERSEDED SURVEY CONTROL
 LQ0129
 LQ0129  NGVD 29 (??/??/92) 1297.985  (m)         4258.47   (f) ADJ UNCH    2 0
 LQ0129
 LQ0129.Superseded values are not recommended for survey control.
 LQ0129
 LQ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0129.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0129
 LQ0129_MARKER: DB = BENCH MARK DISK
 LQ0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0129_STAMPING: M 83 1958
 LQ0129_MARK LOGO: CGS
 LQ0129_PROJECTION: PROJECTING 15 CENTIMETERS
 LQ0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0129+STABILITY: SURFACE MOTION
 LQ0129
 LQ0129  HISTORY     - Date     Condition        Report By
 LQ0129  HISTORY     - 1958     MONUMENTED       CGS
 LQ0129
 LQ0129                          STATION DESCRIPTION
 LQ0129
 LQ0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0129'13.35 MI N FROM WENDOVER.
 LQ0129'0.9 MILE EAST ALONG U.S. HIGHWAY 40 AND 50 ALTERNATE FROM THE
 LQ0129'NEVADA-UTAH STATE LINE AT WENDOVER, THENCE 5.1 MILES NORTH ALONG A
 LQ0129'GRAVEL ROAD, THENCE 7.35 MILES NORTH ALONG A DIRT ROAD, 0.4 MILE NORTH
 LQ0129'OF THE CROSSING OF A 10-FOOT WIDE WASH, 66 FEET EAST OF THE CENTER
 LQ0129'LINE OF THE ROAD, 2.7 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH
 LQ0129'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 LQ0129'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0394 ***********************************************************************
 MS0394  DESIGNATION -  M 84
 MS0394  PID         -  MS0394
 MS0394  STATE/COUNTY-  UT/BOX ELDER
 MS0394  COUNTRY     -  US
 MS0394  USGS QUAD   -  CRATER ISLAND SW (2017)
 MS0394
 MS0394                         *CURRENT SURVEY CONTROL
 MS0394  ______________________________________________________________________
 MS0394* NAD 83(1986) POSITION- 41 05 46.     (N) 113 58 18.     (W)   SCALED
 MS0394* NAVD 88 ORTHO HEIGHT -  1309.489 (meters)     4296.22  (feet) ADJUSTED
 MS0394  ______________________________________________________________________
 MS0394  GEOID HEIGHT    -        -17.388 (meters)                     GEOID18
 MS0394  DYNAMIC HEIGHT  -       1308.499 (meters)     4292.97  (feet) COMP
 MS0394  MODELED GRAVITY -    979,823.4   (mgal)                       NAVD 88
 MS0394
 MS0394  VERT ORDER      -  SECOND    CLASS 0
 MS0394
 MS0394.The horizontal coordinates were scaled from a map and have
 MS0394.an estimated accuracy of +/- 6 seconds.
 MS0394
 MS0394.The orthometric height was determined by differential leveling and
 MS0394.adjusted by the NATIONAL GEODETIC SURVEY
 MS0394.in June 1991.
 MS0394
 MS0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0394.GEOID18 height accuracy estimate available here.
 MS0394
 MS0394.Click photographs - Photos may exist for this station.
 MS0394
 MS0394.The dynamic height is computed by dividing the NAVD 88
 MS0394.geopotential number by the normal gravity value computed on the
 MS0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0394.degrees latitude (g = 980.6199 gals.).
 MS0394
 MS0394.The modeled gravity was interpolated from observed gravity values.
 MS0394
 MS0394;                    North         East    Units  Estimated Accuracy
 MS0394;SPC UT N     - 1,087,660.      292,380.      MT  (+/- 180 meters Scaled)
 MS0394
 MS0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL504536(NAD 83)
 MS0394
 MS0394                          SUPERSEDED SURVEY CONTROL
 MS0394
 MS0394  NGVD 29 (??/??/92) 1308.49   (m)         4292.9    (f) COMPUTED    2 0
 MS0394
 MS0394.Superseded values are not recommended for survey control.
 MS0394
 MS0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0394.See file dsdata.pdf to determine how the superseded data were derived.
 MS0394
 MS0394_MARKER: DB = BENCH MARK DISK
 MS0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0394_STAMPING: M 84 1958
 MS0394_MARK LOGO: CGS
 MS0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0394+STABILITY: SURFACE MOTION
 MS0394
 MS0394  HISTORY     - Date     Condition        Report By
 MS0394  HISTORY     - 1958     MONUMENTED       CGS
 MS0394
 MS0394                          STATION DESCRIPTION
 MS0394
 MS0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MS0394'19.05 MI S FROM LUCIN.
 MS0394'19.05 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT LUCIN,
 MS0394'351 FEET SOUTH OF THE CENTER OF THE JUNCTION OF A TRACK ROAD
 MS0394'SOUTHWEST, 32 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 2.5
 MS0394'FEET EAST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND
 MS0394'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 MS0394'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0604 ***********************************************************************
 LO0604  DESIGNATION -  M 86
 LO0604  PID         -  LO0604
 LO0604  STATE/COUNTY-  UT/SUMMIT
 LO0604  COUNTRY     -  US
 LO0604  USGS QUAD   -  PARK CITY WEST (2017)
 LO0604
 LO0604                         *CURRENT SURVEY CONTROL
 LO0604  ______________________________________________________________________
 LO0604* NAD 83(1986) POSITION- 40 41 39.     (N) 111 32 10.     (W)   SCALED
 LO0604* NAVD 88 ORTHO HEIGHT -  1998.830 (meters)     6557.83  (feet) POSTED
 LO0604  ______________________________________________________________________
 LO0604  GEOID HEIGHT    -        -15.608 (meters)                     GEOID18
 LO0604  DYNAMIC HEIGHT  -       1996.95  (meters)     6551.7   (feet) COMP
 LO0604  MODELED GRAVITY -    979,610.5   (mgal)                       NAVD 88
 LO0604
 LO0604  VERT ORDER      -  * POSTED, SEE BELOW
 LO0604
 LO0604.The horizontal coordinates were scaled from a map and have
 LO0604.an estimated accuracy of +/- 6 seconds.
 LO0604
 LO0604.The orthometric height was determined by differential leveling
 LO0604.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LO0604
 LO0604.* This is a POSTED BENCH MARK height.
 LO0604
 LO0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0604.GEOID18 height accuracy estimate available here.
 LO0604
 LO0604.Click photographs - Photos may exist for this station.
 LO0604
 LO0604.The dynamic height is computed by dividing the NAVD 88
 LO0604.geopotential number by the normal gravity value computed on the
 LO0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0604.degrees latitude (g = 980.6199 gals.).
 LO0604
 LO0604.The modeled gravity was interpolated from observed gravity values.
 LO0604
 LO0604;                    North         East    Units  Estimated Accuracy
 LO0604;SPC UT N     - 1,040,070.      496,950.      MT  (+/- 180 meters Scaled)
 LO0604
 LO0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL547049(NAD 83)
 LO0604
 LO0604                          SUPERSEDED SURVEY CONTROL
 LO0604
 LO0604  NGVD 29 (??/??/92) 1997.556  (m)         6553.65   (f) ADJ UNCH    2 0
 LO0604
 LO0604.Superseded values are not recommended for survey control.
 LO0604
 LO0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0604.See file dsdata.pdf to determine how the superseded data were derived.
 LO0604
 LO0604_MARKER: DB = BENCH MARK DISK
 LO0604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0604_SP_SET: CULVERT
 LO0604_STAMPING: M 86 1934
 LO0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0604
 LO0604  HISTORY     - Date     Condition        Report By
 LO0604  HISTORY     - 1934     MONUMENTED       CGS
 LO0604
 LO0604                          STATION DESCRIPTION
 LO0604
 LO0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0604'IN SNYDERVILLE.
 LO0604'AT SNYDERVILLE, SUMMIT COUNTY, ON THE DENVER AND RIO GRANDE WESTERN
 LO0604'RAILROAD, AT A SCHOOLHOUSE AND ROAD CROSSING, AT A HIGHWAY CULVERT,
 LO0604'JUST WEST OF THE TRCAK, AND IN THE TOP OF THE NORTH HEADWALL.  A
 LO0604'STANDARD DISK, STAMPED M 86 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0026 ***********************************************************************
 LP0026  DESIGNATION -  M 87
 LP0026  PID         -  LP0026
 LP0026  STATE/COUNTY-  UT/TOOELE
 LP0026  COUNTRY     -  US
 LP0026  USGS QUAD   -  BURMESTER (2017)
 LP0026
 LP0026                         *CURRENT SURVEY CONTROL
 LP0026  ______________________________________________________________________
 LP0026* NAD 83(1986) POSITION- 40 41 30.     (N) 112 27 17.     (W)   SCALED
 LP0026* NAVD 88 ORTHO HEIGHT -  1286.470 (meters)     4220.69  (feet) ADJUSTED
 LP0026  ______________________________________________________________________
 LP0026  GEOID HEIGHT    -        -17.611 (meters)                     GEOID18
 LP0026  DYNAMIC HEIGHT  -       1285.474 (meters)     4217.43  (feet) COMP
 LP0026  MODELED GRAVITY -    979,806.3   (mgal)                       NAVD 88
 LP0026
 LP0026  VERT ORDER      -  SECOND    CLASS 0
 LP0026
 LP0026.The horizontal coordinates were scaled from a map and have
 LP0026.an estimated accuracy of +/- 6 seconds.
 LP0026
 LP0026.The orthometric height was determined by differential leveling and
 LP0026.adjusted by the NATIONAL GEODETIC SURVEY
 LP0026.in June 1991.
 LP0026
 LP0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0026.GEOID18 height accuracy estimate available here.
 LP0026
 LP0026.Click photographs - Photos may exist for this station.
 LP0026
 LP0026.The dynamic height is computed by dividing the NAVD 88
 LP0026.geopotential number by the normal gravity value computed on the
 LP0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0026.degrees latitude (g = 980.6199 gals.).
 LP0026
 LP0026.The modeled gravity was interpolated from observed gravity values.
 LP0026
 LP0026;                    North         East    Units  Estimated Accuracy
 LP0026;SPC UT C     - 2,262,260.      419,300.      MT  (+/- 180 meters Scaled)
 LP0026
 LP0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL770055(NAD 83)
 LP0026
 LP0026                          SUPERSEDED SURVEY CONTROL
 LP0026
 LP0026  NGVD 29 (??/??/92) 1285.452  (m)         4217.35   (f) ADJ UNCH    2 0
 LP0026
 LP0026.Superseded values are not recommended for survey control.
 LP0026
 LP0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0026.See file dsdata.pdf to determine how the superseded data were derived.
 LP0026
 LP0026_MARKER: DB = BENCH MARK DISK
 LP0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0026_STAMPING: M 87 1934
 LP0026_MARK LOGO: CGS
 LP0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0026+STABILITY: SURFACE MOTION
 LP0026
 LP0026  HISTORY     - Date     Condition        Report By
 LP0026  HISTORY     - 1934     MONUMENTED       CGS
 LP0026  HISTORY     - 1981     GOOD             USGS
 LP0026  HISTORY     - 20141014 MARK NOT FOUND   GEOCAC
 LP0026
 LP0026                          STATION DESCRIPTION
 LP0026
 LP0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0026'IN BURMESTER.
 LP0026'AT BURMESTER, TOOELE COUNTY, ON THE WESTERN PACIFIC RAILROAD, 125 FEET
 LP0026'SOUTHEAST OF THE STATION, AND 75 FEET SOUTH OF THE CENTERLINE OF THE
 LP0026'TRACK.  A STANDARD DISK, STAMPED M 87 1934 AND SET IN THE TOP OF A
 LP0026'CONCRETE POST.
 LP0026
 LP0026                          STATION RECOVERY (1981)
 LP0026
 LP0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LP0026'AT BURMESTER, ALONG THE WESTERN PACIFIC RR, 78 FT. S. OF THE
 LP0026'CENTERLINE OF THE MAIN TRACK, UNDER RR POWER LINES, 9 FT. W. OF POWER
 LP0026'POLE F 55, 6 FT. E. OF RUNIS OF SMALL FOUNDATION. A STANDARD TABLET
 LP0026'IN A CONCRETE POST PROJECTING 0.3 FT., STAMPED 'M 87 1934'.
 LP0026
 LP0026                          STATION RECOVERY (2014)
 LP0026
 LP0026'RECOVERY NOTE BY GEOCACHING 2014 (BRB)
 LP0026'MARK NOT FOUND. THERE IS NO LONGER A RAILROAD STATION OR ANY OTHER
 LP0026'BUILDINGS AT BURMESTER NOR ANY EVIDENCE OF RUINS OF A FOUNDATION. AT
 LP0026'THE DESCRIBED LOCATION IS NOW A FENCED AREA AND A NEW GRAVEL PAD
 LP0026'SUPPORTING SOME HEAVY EQUIPMENT AND A PROPANE TANK. THERE IS NO
 LP0026'VISIBLE SIGN OF THE MARK OR MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0306 ***********************************************************************
 MS0306  DESIGNATION -  M 89
 MS0306  PID         -  MS0306
 MS0306  STATE/COUNTY-  UT/BOX ELDER
 MS0306  COUNTRY     -  US
 MS0306  USGS QUAD   -  KELTON PASS (2017)
 MS0306
 MS0306                         *CURRENT SURVEY CONTROL
 MS0306  ______________________________________________________________________
 MS0306* NAD 83(1986) POSITION- 41 58 15.4    (N) 113 07 44.7    (W)   HD_HELD2
 MS0306* NAVD 88 ORTHO HEIGHT -  1526.191 (meters)     5007.18  (feet) ADJUSTED
 MS0306  ______________________________________________________________________
 MS0306  GEOID HEIGHT    -        -14.653 (meters)                     GEOID18
 MS0306  DYNAMIC HEIGHT  -       1525.154 (meters)     5003.78  (feet) COMP
 MS0306  MODELED GRAVITY -    979,888.7   (mgal)                       NAVD 88
 MS0306
 MS0306  VERT ORDER      -  SECOND    CLASS 0
 MS0306
 MS0306.The horizontal coordinates were established by autonomous hand held GPS
 MS0306.observations and have an estimated accuracy of +/- 10 meters.
 MS0306
 MS0306.The orthometric height was determined by differential leveling and
 MS0306.adjusted by the NATIONAL GEODETIC SURVEY
 MS0306.in June 1991.
 MS0306
 MS0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0306.GEOID18 height accuracy estimate available here.
 MS0306
 MS0306.Click photographs - Photos may exist for this station.
 MS0306
 MS0306.The dynamic height is computed by dividing the NAVD 88
 MS0306.geopotential number by the normal gravity value computed on the
 MS0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0306.degrees latitude (g = 980.6199 gals.).
 MS0306
 MS0306.The modeled gravity was interpolated from observed gravity values.
 MS0306
 MS0306;                    North         East    Units  Estimated Accuracy
 MS0306;SPC UT N     - 1,183,132.      364,971.      MT  (+/- 10 meters HH2 GPS)
 MS0306
 MS0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM2358948742(NAD 83)
 MS0306
 MS0306                          SUPERSEDED SURVEY CONTROL
 MS0306
 MS0306  NGVD 29 (??/??/92) 1525.127  (m)         5003.69   (f) ADJ UNCH    2 0
 MS0306
 MS0306.Superseded values are not recommended for survey control.
 MS0306
 MS0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0306.See file dsdata.pdf to determine how the superseded data were derived.
 MS0306
 MS0306_MARKER: DB = BENCH MARK DISK
 MS0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0306_STAMPING: M 89 1934
 MS0306_MARK LOGO: CGS
 MS0306_PROJECTION: PROJECTING 18 CENTIMETERS
 MS0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0306+STABILITY: SURFACE MOTION
 MS0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0306+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2020
 MS0306
 MS0306  HISTORY     - Date     Condition        Report By
 MS0306  HISTORY     - 1934     MONUMENTED       CGS
 MS0306  HISTORY     - 1957     GOOD             CGS
 MS0306  HISTORY     - 19850919 GOOD             USGS
 MS0306  HISTORY     - 20200403 POOR             INDIV
 MS0306
 MS0306                          STATION DESCRIPTION
 MS0306
 MS0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0306'5.1 MI E FROM STREVELL, ID.
 MS0306'IN BOX ELDER COUNTY, UTAH, 5.1 MILES EAST ALONG U.S. HIGHWAY 30 S FROM
 MS0306'THE AIRWAY STATION AT STREVELL, CASSIA COUNTY, IDAHO, AND 50 FEET
 MS0306'NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED M
 MS0306'89 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MS0306
 MS0306                          STATION RECOVERY (1957)
 MS0306
 MS0306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MS0306'RECOVERED IN GOOD CONDITION.
 MS0306
 MS0306                          STATION RECOVERY (1985)
 MS0306
 MS0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (GH)
 MS0306'RECOVERED IN GOOD CONDITION.
 MS0306
 MS0306                          STATION RECOVERY (2020)
 MS0306
 MS0306'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 MS0306'BENCH MARK IS 3.5 MI (5.6 KM) WEST ON UT42 FROM THE JUNCTION OF UT42
 MS0306'AND UT30.  ON THE NORTH OF THE ROAD ABOUT 5 FT (1.5 M) OUTSIDE THE
 MS0306'RIGHT OF WAY FENCE AND ABOUT 6 FT (1.8 M) WEST OF A STATE RIGHT OF WAY
 MS0306'MARKER.  CONCRETE MONUMENT IS DETERIORATED HEAVILY BUT DISK IS STILL
 MS0306'SOLID.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0055 ***********************************************************************
 MS0055  DESIGNATION -  M 9
 MS0055  PID         -  MS0055
 MS0055  STATE/COUNTY-  UT/BOX ELDER
 MS0055  COUNTRY     -  US
 MS0055  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0055
 MS0055                         *CURRENT SURVEY CONTROL
 MS0055  ______________________________________________________________________
 MS0055* NAD 83(1986) POSITION- 41 32 07.     (N) 112 04 04.     (W)   SCALED
 MS0055* NAVD 88 ORTHO HEIGHT -  1288.547 (meters)     4227.51  (feet) ADJUSTED
 MS0055  ______________________________________________________________________
 MS0055  GEOID HEIGHT    -        -16.171 (meters)                     GEOID18
 MS0055  DYNAMIC HEIGHT  -       1287.615 (meters)     4224.45  (feet) COMP
 MS0055  MODELED GRAVITY -    979,855.7   (mgal)                       NAVD 88
 MS0055
 MS0055  VERT ORDER      -  FIRST     CLASS II
 MS0055
 MS0055.The horizontal coordinates were scaled from a map and have
 MS0055.an estimated accuracy of +/- 6 seconds.
 MS0055
 MS0055.The orthometric height was determined by differential leveling and
 MS0055.adjusted by the NATIONAL GEODETIC SURVEY
 MS0055.in June 1991.
 MS0055
 MS0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0055.GEOID18 height accuracy estimate available here.
 MS0055
 MS0055.Click photographs - Photos may exist for this station.
 MS0055
 MS0055.The dynamic height is computed by dividing the NAVD 88
 MS0055.geopotential number by the normal gravity value computed on the
 MS0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0055.degrees latitude (g = 980.6199 gals.).
 MS0055
 MS0055.The modeled gravity was interpolated from observed gravity values.
 MS0055
 MS0055;                    North         East    Units  Estimated Accuracy
 MS0055;SPC UT N     - 1,133,630.      452,620.      MT  (+/- 180 meters Scaled)
 MS0055
 MS0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL109987(NAD 83)
 MS0055
 MS0055                          SUPERSEDED SURVEY CONTROL
 MS0055
 MS0055  NGVD 29 (??/??/92) 1287.546  (m)         4224.22   (f) ADJ UNCH    1 2
 MS0055
 MS0055.Superseded values are not recommended for survey control.
 MS0055
 MS0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0055.See file dsdata.pdf to determine how the superseded data were derived.
 MS0055
 MS0055_MARKER: V = STONE MONUMENT
 MS0055_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MS0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0055
 MS0055  HISTORY     - Date     Condition        Report By
 MS0055  HISTORY     - 1911     MONUMENTED       CGS
 MS0055  HISTORY     - 1953     GOOD             CGS
 MS0055  HISTORY     - 1984     GOOD             NGS
 MS0055
 MS0055                          STATION DESCRIPTION
 MS0055
 MS0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0055'2.6 MI SE FROM CORINNE.
 MS0055'0.2 MILE NORTH ALONG FOURTH STREET FROM THE PUBLIC SCHOOL AT CORINNE,
 MS0055'THENCE 2.4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD.  3.2
 MS0055'MILES NORTHWEST OF BRIGHAM CITY, 0.2 MILE WEST OF MILEPOLE 3, 299.0
 MS0055'FEET EAST OF THE NORTHEAST STEEL LEG OF A POWER LINE TOWER, 92 FEET
 MS0055'SOUTH OF AND ACROSS THE TRACK FROM TELEPHONE POLE 25G, 43.6 FEET SOUTH
 MS0055'OF THE SOUTH RAIL, 3.9 FEET NORTH OF A FENCE, 1.5 FEET EAST OF A
 MS0055'WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND FLANKED BY
 MS0055'THE CHISELED LETTERS USBM IN THE TOP OF A SANDSTONE POST PROJECTING
 MS0055'0.1 FOOT ABOVE THE GROUND.
 MS0055
 MS0055                          STATION RECOVERY (1984)
 MS0055
 MS0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0055'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.46 KM
 MS0055'(4.01 MI) NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE IN
 MS0055'BRIGHAM CITY, ALONG THE SOUTHWEST UNION PACIFIC RAILROAD RIGHT OF WAY
 MS0055'FENCE, 0.10 KM (0.07 MI) SOUTHEAST OF A POWERLINE CROSSING, A CHISELED
 MS0055'SQUARE IN TOP OF A SANDSTONE POST WITH CHISELED LETTERS USBM,
 MS0055'33.5 METERS (110 FT) SOUTHWEST ACROSS THE TRACKS FROM THE HIGHWAY
 MS0055'CENTER DIVIDER, 41.0 METERS (133 FT) SOUTHEAST OF A POWER POLE WITH
 MS0055'TWO GUY WIRES, 13.5 METERS (44 FT) SOUTHWEST OF THE SOUTHWEST RAIL AND
 MS0055'1.2 METERS (4 FT) NORTHEAST OF THE FENCE.
 MS0055'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 MS0055'THE MARK IS 0.7 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0006 ***********************************************************************
 LO0006  DESIGNATION -  M 9
 LO0006  PID         -  LO0006
 LO0006  STATE/COUNTY-  UT/DUCHESNE
 LO0006  COUNTRY     -  US
 LO0006  USGS QUAD   -  MYTON (2017)
 LO0006
 LO0006                         *CURRENT SURVEY CONTROL
 LO0006  ______________________________________________________________________
 LO0006* NAD 83(1986) POSITION- 40 12 00.9    (N) 110 03 49.7    (W)   HD_HELD2
 LO0006* NAVD 88 ORTHO HEIGHT -  1547.806 (meters)     5078.09  (feet) ADJUSTED
 LO0006  ______________________________________________________________________
 LO0006  GEOID HEIGHT    -        -17.782 (meters)                     GEOID18
 LO0006  DYNAMIC HEIGHT  -       1546.361 (meters)     5073.35  (feet) COMP
 LO0006  MODELED GRAVITY -    979,638.9   (mgal)                       NAVD 88
 LO0006
 LO0006  VERT ORDER      -  FIRST     CLASS II
 LO0006
 LO0006.The horizontal coordinates were established by autonomous hand held GPS
 LO0006.observations and have an estimated accuracy of +/- 10 meters.
 LO0006
 LO0006.The orthometric height was determined by differential leveling and
 LO0006.adjusted by the NATIONAL GEODETIC SURVEY
 LO0006.in June 1991.
 LO0006
 LO0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0006.GEOID18 height accuracy estimate available here.
 LO0006
 LO0006.Click photographs - Photos may exist for this station.
 LO0006
 LO0006.The dynamic height is computed by dividing the NAVD 88
 LO0006.geopotential number by the normal gravity value computed on the
 LO0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0006.degrees latitude (g = 980.6199 gals.).
 LO0006
 LO0006.The modeled gravity was interpolated from observed gravity values.
 LO0006
 LO0006;                    North         East    Units  Estimated Accuracy
 LO0006;SPC UT C     - 2,208,246.      622,268.      MT  (+/- 10 meters HH2 GPS)
 LO0006
 LO0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK7967950403(NAD 83)
 LO0006
 LO0006                          SUPERSEDED SURVEY CONTROL
 LO0006
 LO0006  NGVD 29 (??/??/92) 1546.573  (m)         5074.05   (f) ADJ UNCH    1 2
 LO0006
 LO0006.Superseded values are not recommended for survey control.
 LO0006
 LO0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0006.See file dsdata.pdf to determine how the superseded data were derived.
 LO0006
 LO0006_MARKER: DD = SURVEY DISK
 LO0006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0006_SP_SET: ABUTMENT
 LO0006_STAMPING: M 9 1934
 LO0006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0006+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2009
 LO0006
 LO0006  HISTORY     - Date     Condition        Report By
 LO0006  HISTORY     - 1934     MONUMENTED       USGS
 LO0006  HISTORY     - 1934     GOOD             CGS
 LO0006  HISTORY     - 20091021 GOOD             GEOCAC
 LO0006
 LO0006                          STATION DESCRIPTION
 LO0006
 LO0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0006'IN MYTON.
 LO0006'AT MYTON, DUCHESNE COUNTY, ON U.S. HIGHWAY 40, AT THE LARGE STEEL
 LO0006'BRIDGE OVER DUCHESNE RIVER, AND IN THE TOP OF THE EAST PARAPET WALL OF
 LO0006'THE NORTH CONCRETE ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY
 LO0006'STANDARD DISK, STAMPED M 9 1934 AND SURROUNDED BY THE PAINTED LETTERS
 LO0006'5073.8.
 LO0006
 LO0006                          STATION RECOVERY (2009)
 LO0006
 LO0006'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LO0006'BRIDGE HAS BEEN REMOVED.  STATION IS ON THE EAST END OF THE NORTH
 LO0006'ABUTMENT STEP.  5074 IS ALSO STAMPED. A USGS GAGE AND GAGING STATION
 LO0006'DISK IS NEARBY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0411 ***********************************************************************
 KO0411  DESIGNATION -  M 9
 KO0411  PID         -  KO0411
 KO0411  STATE/COUNTY-  UT/MILLARD
 KO0411  COUNTRY     -  US
 KO0411  USGS QUAD   -  SCIPIO SOUTH (2017)
 KO0411
 KO0411                         *CURRENT SURVEY CONTROL
 KO0411  ______________________________________________________________________
 KO0411* NAD 83(1994) POSITION- 39 08 38.01674(N) 112 06 57.56425(W)   ADJUSTED
 KO0411* NAVD 88 ORTHO HEIGHT -  2749.3   (meters)     9020.    (feet) VERTCON3
 KO0411  ______________________________________________________________________
 KO0411  GEOID HEIGHT    -        -18.135 (meters)                     GEOID18
 KO0411  LAPLACE CORR    -          7.65  (seconds)                    DEFLEC18
 KO0411  HORZ ORDER      -  THIRD
 KO0411
 KO0411.The horizontal coordinates were established by classical geodetic methods
 KO0411.and adjusted by the National Geodetic Survey in November 1997.
 KO0411
 KO0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0411
 KO0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0411.GEOID18 height accuracy estimate available here.
 KO0411
 KO0411.Click photographs - Photos may exist for this station.
 KO0411
 KO0411.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0411
 KO0411. The following values were computed from the NAD 83(1994) position.
 KO0411
 KO0411;                    North         East     Units Scale Factor Converg.
 KO0411;SPC UT C     - 2,090,172.016   446,749.209   MT  0.99997103   -0 23 40.5
 KO0411;SPC UT C     - 6,857,506.02  1,465,709.70   sFT  0.99997103   -0 23 40.5
 KO0411;UTM  12      - 4,333,337.746   403,559.248   MT  0.99971452   -0 42 16.4
 KO0411
 KO0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0411!SPC UT C     -   0.99957168  x   0.99997103  =   0.99954272
 KO0411!UTM  12      -   0.99957168  x   0.99971452  =   0.99928632
 KO0411
 KO0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ0355933337(NAD 83)
 KO0411
 KO0411                          SUPERSEDED SURVEY CONTROL
 KO0411
 KO0411  NAD 83(1986)-  39 08 38.00843(N)    112 06 57.55947(W) AD(       ) 3
 KO0411  NAD 27      -  39 08 38.15600(N)    112 06 54.81000(W) AD(       ) 3
 KO0411  USSD        -  39 08 38.93600(N)    112 06 55.55900(W) AD(       ) 3
 KO0411  NGVD 29 (07/19/86) 2748.0    (m)         9016.     (f) VERT ANG       
 KO0411
 KO0411.Superseded values are not recommended for survey control.
 KO0411
 KO0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0411.See file dsdata.pdf to determine how the superseded data were derived.
 KO0411
 KO0411_MARKER: B = BOLT
 KO0411_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 KO0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KO0411
 KO0411  HISTORY     - Date     Condition        Report By
 KO0411  HISTORY     - 1919     MONUMENTED       USFS
 KO0411
 KO0411                          STATION DESCRIPTION
 KO0411
 KO0411'DESCRIBED BY US FOREST SERVICE 1919 (GDC)
 KO0411'ABOUT 6-1/2 MILES SOUTH OF SCIPIO AND 3 MILES NORTHWEST OF THE
 KO0411'NORTH END OF ROUND VALLEY LAKE, ON A BARE POINT OF THE MAIN
 KO0411'DIVIDE.  STATION MARK IS A BOLT CEMENTED INTO THE ROCK AND
 KO0411'SURMOUNTED BY A POLE SIGNAL BRACED AGAINST A MAHOGANY TREE.
 KO0411'MUSINIA BEARS S. 78 DEG E., NEBO, N. 21 DEG E., AND SCIPIO, N.
 KO0411'16 DEG W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0546 ***********************************************************************
 LO0546  DESIGNATION -  M 90
 LO0546  PID         -  LO0546
 LO0546  STATE/COUNTY-  UT/SALT LAKE
 LO0546  COUNTRY     -  US
 LO0546  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0546
 LO0546                         *CURRENT SURVEY CONTROL
 LO0546  ______________________________________________________________________
 LO0546* NAD 83(1986) POSITION- 40 48 58.     (N) 111 55 12.     (W)   SCALED
 LO0546* NAVD 88 ORTHO HEIGHT -  1287.353 (meters)     4223.59  (feet) ADJUSTED
 LO0546  ______________________________________________________________________
 LO0546  GEOID HEIGHT    -        -16.807 (meters)                     GEOID18
 LO0546  DYNAMIC HEIGHT  -       1286.359 (meters)     4220.33  (feet) COMP
 LO0546  MODELED GRAVITY -    979,807.9   (mgal)                       NAVD 88
 LO0546  OBS GRAVITY     -    979,808.4   (mgal)                       GRAV_OBS
 LO0546
 LO0546  VERT ORDER      -  FIRST     CLASS I
 LO0546
 LO0546.The horizontal coordinates were scaled from a map and have
 LO0546.an estimated accuracy of +/- 6 seconds.
 LO0546
 LO0546.The orthometric height was determined by differential leveling and
 LO0546.adjusted by the NATIONAL GEODETIC SURVEY
 LO0546.in June 1991.
 LO0546
 LO0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0546.GEOID18 height accuracy estimate available here.
 LO0546
 LO0546.Click photographs - Photos may exist for this station.
 LO0546
 LO0546.The dynamic height is computed by dividing the NAVD 88
 LO0546.geopotential number by the normal gravity value computed on the
 LO0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0546.degrees latitude (g = 980.6199 gals.).
 LO0546
 LO0546.The modeled gravity was interpolated from observed gravity values.
 LO0546
 LO0546.The observed gravity was obtained from relative gravimeter ties
 LO0546.to the IGSN71 gravity network.
 LO0546
 LO0546;                    North         East    Units  Estimated Accuracy
 LO0546;SPC UT C     - 2,275,730.      464,560.      MT  (+/- 180 meters Scaled)
 LO0546
 LO0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL224187(NAD 83)
 LO0546
 LO0546                          SUPERSEDED SURVEY CONTROL
 LO0546
 LO0546  NGVD 29 (??/??/92) 1286.422  (m)         4220.54   (f) ADJ UNCH    1 1
 LO0546
 LO0546.Superseded values are not recommended for survey control.
 LO0546
 LO0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0546.See file dsdata.pdf to determine how the superseded data were derived.
 LO0546
 LO0546_MARKER: DB = BENCH MARK DISK
 LO0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0546_STAMPING: M 90 1953
 LO0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0546+STABILITY: SURFACE MOTION
 LO0546
 LO0546  HISTORY     - Date     Condition        Report By
 LO0546  HISTORY     - 1953     MONUMENTED       CGS
 LO0546  HISTORY     - 1967     GOOD             CGS
 LO0546
 LO0546                          STATION DESCRIPTION
 LO0546
 LO0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0546'3.25 MI N FROM SALT LAKE CITY.
 LO0546'3.25 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LO0546'SALT LAKE CITY, 110 FEET NORTHWEST OF BECKS SIDING SIGN, AT INTERSTATE
 LO0546'HIGHWAY 15 OVERPASS, 103.9 FEET WEST OF THE WEST RAIL OF THE UNION
 LO0546'PACIFIC RAILROAD, 26.0 FEET WEST OF THE WEST RAIL OF THE DENVER AND
 LO0546'RIO GRANDE WESTERN RAILROAD, 13.9 FEET SOUTHWEST OF BENCH MARK W 172,
 LO0546'0.6 FOOT NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET
 LO0546'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0523 ***********************************************************************
 LO0523  DESIGNATION -  M 91
 LO0523  PID         -  LO0523
 LO0523  STATE/COUNTY-  UT/DAVIS
 LO0523  COUNTRY     -  US
 LO0523  USGS QUAD   -  FARMINGTON (2017)
 LO0523
 LO0523                         *CURRENT SURVEY CONTROL
 LO0523  ______________________________________________________________________
 LO0523* NAD 83(1986) POSITION- 40 59 24.     (N) 111 54 29.     (W)   SCALED
 LO0523* NAVD 88 ORTHO HEIGHT -  1295.793 (meters)     4251.28  (feet) ADJUSTED
 LO0523  ______________________________________________________________________
 LO0523  GEOID HEIGHT    -        -16.665 (meters)                     GEOID18
 LO0523  DYNAMIC HEIGHT  -       1294.803 (meters)     4248.03  (feet) COMP
 LO0523  MODELED GRAVITY -    979,816.0   (mgal)                       NAVD 88
 LO0523
 LO0523  VERT ORDER      -  FIRST     CLASS I
 LO0523
 LO0523.The horizontal coordinates were scaled from a map and have
 LO0523.an estimated accuracy of +/- 6 seconds.
 LO0523
 LO0523.The orthometric height was determined by differential leveling and
 LO0523.adjusted by the NATIONAL GEODETIC SURVEY
 LO0523.in June 1991.
 LO0523
 LO0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0523.GEOID18 height accuracy estimate available here.
 LO0523
 LO0523.Click photographs - Photos may exist for this station.
 LO0523
 LO0523.The dynamic height is computed by dividing the NAVD 88
 LO0523.geopotential number by the normal gravity value computed on the
 LO0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0523.degrees latitude (g = 980.6199 gals.).
 LO0523
 LO0523.The modeled gravity was interpolated from observed gravity values.
 LO0523
 LO0523;                    North         East    Units  Estimated Accuracy
 LO0523;SPC UT N     - 1,073,000.      465,660.      MT  (+/- 180 meters Scaled)
 LO0523
 LO0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL236380(NAD 83)
 LO0523
 LO0523                          SUPERSEDED SURVEY CONTROL
 LO0523
 LO0523  NGVD 29 (??/??/92) 1294.841  (m)         4248.16   (f) ADJ UNCH    1 1
 LO0523
 LO0523.Superseded values are not recommended for survey control.
 LO0523
 LO0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0523.See file dsdata.pdf to determine how the superseded data were derived.
 LO0523
 LO0523_MARKER: DB = BENCH MARK DISK
 LO0523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0523_SP_SET: CULVERT
 LO0523_STAMPING: M 91 1953
 LO0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0523
 LO0523  HISTORY     - Date     Condition        Report By
 LO0523  HISTORY     - 1953     MONUMENTED       CGS
 LO0523  HISTORY     - 1967     GOOD             CGS
 LO0523
 LO0523                          STATION DESCRIPTION
 LO0523
 LO0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0523'4.2 MI SE FROM KAYSVILLE.
 LO0523'4.2 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING
 LO0523'OF 2ND NORTH AVENUE AT KAYSVILLE, 2 POLES NORTHWEST OF MILEPOLE 20.5,
 LO0523'IN THE TOP AND 2.0 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 LO0523'NORTHEAST CONCRETE HEAD WALL OF CULVERT 20.44, 12.4 FEET NORTHEAST OF
 LO0523'THE NORTHEAST RAIL OF THE NORTHEAST TRACK, AND ABOUT 4 FEET LOWER THAN
 LO0523'THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0398 ***********************************************************************
 MR0398  DESIGNATION -  M 92
 MR0398  PID         -  MR0398
 MR0398  STATE/COUNTY-  UT/WEBER
 MR0398  COUNTRY     -  US
 MR0398  USGS QUAD   -  OGDEN (2017)
 MR0398
 MR0398                         *CURRENT SURVEY CONTROL
 MR0398  ______________________________________________________________________
 MR0398* NAD 83(1986) POSITION- 41 13 22.70   (N) 111 58 26.96   (W)   HD_HELD1
 MR0398* NAVD 88 ORTHO HEIGHT -  1311.981 (meters)     4304.39  (feet) ADJUSTED
 MR0398  ______________________________________________________________________
 MR0398  GEOID HEIGHT    -        -16.673 (meters)                     GEOID18
 MR0398  DYNAMIC HEIGHT  -       1310.983 (meters)     4301.12  (feet) COMP
 MR0398  MODELED GRAVITY -    979,818.3   (mgal)                       NAVD 88
 MR0398
 MR0398  VERT ORDER      -  FIRST     CLASS I
 MR0398
 MR0398.The horizontal coordinates were determined by differentially corrected
 MR0398.hand held GPS observations or other comparable positioning techniques
 MR0398.and have an estimated accuracy of +/- 3 meters.
 MR0398
 MR0398.The orthometric height was determined by differential leveling and
 MR0398.adjusted by the NATIONAL GEODETIC SURVEY
 MR0398.in June 1991.
 MR0398
 MR0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0398.GEOID18 height accuracy estimate available here.
 MR0398
 MR0398.Click photographs - Photos may exist for this station.
 MR0398
 MR0398.The dynamic height is computed by dividing the NAVD 88
 MR0398.geopotential number by the normal gravity value computed on the
 MR0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0398.degrees latitude (g = 980.6199 gals.).
 MR0398
 MR0398.The modeled gravity was interpolated from observed gravity values.
 MR0398
 MR0398;                    North         East    Units  Estimated Accuracy
 MR0398;SPC UT N     - 1,098,902.6     460,243.5     MT  (+/- 3 meters HH1 GPS) 
 MR0398
 MR0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1834863967(NAD 83)
 MR0398
 MR0398                          SUPERSEDED SURVEY CONTROL
 MR0398
 MR0398  NGVD 29 (??/??/92) 1310.975  (m)         4301.09   (f) SUPERSEDED  1 1
 MR0398  NGVD 29 (06/08/92) 1310.975  (m)         4301.09   (f) ADJUSTED    1 1
 MR0398
 MR0398.Superseded values are not recommended for survey control.
 MR0398
 MR0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0398.See file dsdata.pdf to determine how the superseded data were derived.
 MR0398
 MR0398_MARKER: DB = BENCH MARK DISK
 MR0398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0398_SP_SET: FOUNDATION
 MR0398_STAMPING: M 92 1953
 MR0398_MARK LOGO: CGS
 MR0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0398
 MR0398  HISTORY     - Date     Condition        Report By
 MR0398  HISTORY     - 1953     MONUMENTED       CGS
 MR0398  HISTORY     - 1983     GOOD             NGS
 MR0398
 MR0398                          STATION DESCRIPTION
 MR0398
 MR0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MR0398'IN OGDEN.
 MR0398'AT OGDEN, AT THE INTERSECTION OF 24TH. STREET AND GRANT AVENUE, AT THE
 MR0398'POST OFFICE, SET VERTICALLY IN THE SOUTH GRANITE FOUNDATION WALL, 0.9
 MR0398'FOOT EAST OF THE SOUTHWEST CORNER, AND 1.7 FEET ABOVE THE GROUND.
 MR0398
 MR0398                          STATION RECOVERY (1983)
 MR0398
 MR0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0398'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0052 ***********************************************************************
 MS0052  DESIGNATION -  M 93
 MS0052  PID         -  MS0052
 MS0052  STATE/COUNTY-  UT/BOX ELDER
 MS0052  COUNTRY     -  US
 MS0052  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0052
 MS0052                         *CURRENT SURVEY CONTROL
 MS0052  ______________________________________________________________________
 MS0052* NAD 83(2011) POSITION- 41 32 21.51053(N) 112 03 50.36851(W)   ADJUSTED
 MS0052* NAD 83(2011) ELLIP HT-  1272.448 (meters)        (06/27/12)   ADJUSTED
 MS0052* NAD 83(2011) EPOCH   -  2010.00
 MS0052* NAVD 88 ORTHO HEIGHT -  1288.601 (meters)     4227.69  (feet) ADJUSTED
 MS0052  ______________________________________________________________________
 MS0052  GEOID HEIGHT    -        -16.147 (meters)                     GEOID18
 MS0052  NAD 83(2011) X  - -1,796,333.255 (meters)                     COMP
 MS0052  NAD 83(2011) Y  - -4,431,823.587 (meters)                     COMP
 MS0052  NAD 83(2011) Z  -  4,208,284.827 (meters)                     COMP
 MS0052  LAPLACE CORR    -          8.29  (seconds)                    DEFLEC18
 MS0052  DYNAMIC HEIGHT  -       1287.670 (meters)     4224.63  (feet) COMP
 MS0052  MODELED GRAVITY -    979,856.8   (mgal)                       NAVD 88
 MS0052
 MS0052  VERT ORDER      -  FIRST     CLASS II
 MS0052
 MS0052  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MS0052  Standards:
 MS0052         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MS0052            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MS0052  -------------------------------------------------------------------
 MS0052  NETWORK    1.01   1.74           0.45   0.37   0.89      0.04572451
 MS0052  -------------------------------------------------------------------
 MS0052  Click here for local accuracies and other accuracy information.
 MS0052
 MS0052.This mark is at Brigham City Airport (BMC)
 MS0052
 MS0052.The horizontal coordinates were established by GPS observations
 MS0052.and adjusted by the National Geodetic Survey in June 2012.
 MS0052
 MS0052.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MS0052.been affixed to the stable North American tectonic plate. See 
 MS0052.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MS0052
 MS0052.The horizontal coordinates are valid at the epoch date displayed above
 MS0052.which is a decimal equivalence of Year/Month/Day.
 MS0052
 MS0052.The orthometric height was determined by differential leveling and
 MS0052.adjusted by the NATIONAL GEODETIC SURVEY
 MS0052.in June 1991.
 MS0052
 MS0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0052.GEOID18 height accuracy estimate available here.
 MS0052
 MS0052.Click photographs - Photos may exist for this station.
 MS0052
 MS0052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MS0052
 MS0052.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0052
 MS0052.The ellipsoidal height was determined by GPS observations
 MS0052.and is referenced to NAD 83.
 MS0052
 MS0052.The dynamic height is computed by dividing the NAVD 88
 MS0052.geopotential number by the normal gravity value computed on the
 MS0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0052.degrees latitude (g = 980.6199 gals.).
 MS0052
 MS0052.The modeled gravity was interpolated from observed gravity values.
 MS0052
 MS0052. The following values were computed from the NAD 83(2011) position.
 MS0052
 MS0052;                    North         East     Units Scale Factor Converg.
 MS0052;SPC UT N     - 1,134,078.174   452,939.144   MT  0.99996949   -0 22 18.7
 MS0052;SPC UT N     - 3,720,721.48  1,486,017.84   sFT  0.99996949   -0 22 18.7
 MS0052;UTM  12      - 4,599,174.724   411,249.437   MT  0.99969693   -0 42 20.2
 MS0052
 MS0052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0052!SPC UT N     -   0.99980046  x   0.99996949  =   0.99976995
 MS0052!UTM  12      -   0.99980046  x   0.99969693  =   0.99949745
 MS0052
 MS0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1124999174(NAD 83)
 MS0052
 MS0052|---------------------------------------------------------------------|
 MS0052| PID    Reference Object                     Distance      Geod. Az  |
 MS0052|                                                           dddmmss.s |
 MS0052| MS0692 BRIGAIR                               8.387 METERS 27844     |
 MS0052|---------------------------------------------------------------------|
 MS0052
 MS0052                          SUPERSEDED SURVEY CONTROL
 MS0052
 MS0052  NAD 83(2007)-  41 32 21.51023(N)    112 03 50.36961(W) AD(2002.00) 0
 MS0052  ELLIP H (02/10/07) 1272.464  (m)                       GP(2002.00)    
 MS0052  NAD 83(1994)-  41 32 21.50940(N)    112 03 50.36804(W) AD(       ) 3
 MS0052  ELLIP H (09/03/03) 1272.480  (m)                       GP(       ) 4 2
 MS0052  ELLIP H (01/22/02) 1272.475  (m)                       GP(       ) 4 1
 MS0052  NAD 83(1994)-  41 32 21.50934(N)    112 03 50.36758(W) AD(       ) 2
 MS0052  ELLIP H (11/04/97) 1272.486  (m)                       GP(       ) 4 1
 MS0052  NAD 83(1993)-  41 32 21.50933(N)    112 03 50.36747(W) AD(       ) 2
 MS0052  NAD 83(1986)-  41 32 21.50242(N)    112 03 50.35912(W) AD(       ) 2
 MS0052  NAD 27      -  41 32 21.74180(N)    112 03 47.55240(W) AD(       ) 2
 MS0052  NAVD 88            1288.56   (m)         4227.6    (f) LEVELING    3  
 MS0052  NGVD 29 (??/??/92) 1287.595  (m)         4224.38   (f) ADJ UNCH    1 2
 MS0052  NGVD 29            1287.60   (m)         4224.4    (f) LEVELING    3  
 MS0052
 MS0052.Superseded values are not recommended for survey control.
 MS0052
 MS0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0052.See file dsdata.pdf to determine how the superseded data were derived.
 MS0052
 MS0052_MARKER: DB = BENCH MARK DISK
 MS0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0052_STAMPING: M 93 1953
 MS0052_MARK LOGO: CGS
 MS0052_PROJECTION: PROJECTING 5 CENTIMETERS
 MS0052_MAGNETIC: N = NO MAGNETIC MATERIAL
 MS0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0052+STABILITY: SURFACE MOTION
 MS0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0052+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2003
 MS0052
 MS0052  HISTORY     - Date     Condition        Report By
 MS0052  HISTORY     - 1953     MONUMENTED       CGS
 MS0052  HISTORY     - 1963     GOOD             CGS
 MS0052  HISTORY     - 1963     GOOD             CGS
 MS0052  HISTORY     - 1984     GOOD             NGS
 MS0052  HISTORY     - 19920713 GOOD             NOS
 MS0052  HISTORY     - 20030721 GOOD             NGS
 MS0052
 MS0052                          STATION DESCRIPTION
 MS0052
 MS0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0052'3.2 MI NW FROM BRIGHAM CITY.
 MS0052'2.7 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MS0052'AT BRIGHAM CITY, THENCE 0.5 MILE NORTHWEST ALONG A PAVED ROAD, AT THE
 MS0052'SOUTHWEST CORNER OF BRIGHAM CITY AIRPORT, 0.2 MILE SOUTH OF THE
 MS0052'HANGAR, 139.1 FEET SOUTHWEST OF THE CENTER OF THE RUNWAY LIGHT AT THE
 MS0052'SOUTHWEST CORNER OF THE LANDING AREA, 66 FEET EAST OF THE CENTER LINE
 MS0052'OF THE ROAD, 30 FEET EAST OF A FENCE CORNER POST, 1.1 FEET SOUTH OF
 MS0052'THE SOUTH RIGHT-OF-WAY FENCE, 2.3 FEET WEST OF A WITNESS POST, ABOUT 1
 MS0052'FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MS0052'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 MS0052
 MS0052                          STATION RECOVERY (1963)
 MS0052
 MS0052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MS0052'THE STATION IS ABOUT 13 MILES SOUTHWEST OF HYRUM, 6 MILES
 MS0052'SOUTHEAST OF BEAR RIVER CITY AND 3 MILES NORTHWEST OF BRIGHAM
 MS0052'CITY, ON THE BRIGHAM CITY MUNICIPAL AIRPORT.
 MS0052'
 MS0052'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 191,
 MS0052'91, 89 AND 30S IN BRIGHAM CITY, GO NORTH AND WEST ON U.S.
 MS0052'HIGHWAYS 191 AND 30S FOR 3.95 MILES TO A PAVED ROAD RIGHT
 MS0052'AND A SIGN AIRPORT.  TURN RIGHT AND FOLLOW PAVED ROAD NORTH
 MS0052'AND WEST FOR 0.7 MILE TO THE ENTRANCE TO THE AIRPORT AND BENCH
 MS0052'MARK N 93 ON THE RIGHT.  TURN RIGHT, PASSING THROUGH GATE THEN
 MS0052'TURN RIGHT AND GO SOUTH ALONG EAST SIDE OF FENCE FOR 0.25 MILE
 MS0052'TO A FENCE CORNER AND STATION BRIGAIR.
 MS0052'
 MS0052'BENCH MARK M 93 IS A STANDARD DISK, STAMPED M 93 1953, SET
 MS0052'IN THE TOP OF A ROUND CONCRETE POST 10 INCHES IN DIAMETER
 MS0052'AND FLUSH WITH THE GROUND.  IT IS 66 FEET EAST OF THE CENTERLINE
 MS0052'OF THE ROAD, 30 FEET EAST OF THE FENCE CORNER, 1 FOOT SOUTH
 MS0052'OF A FENCE, 1 FOOT WEST OF A WITNESS POST AND ABOUT THE SAME
 MS0052'ELEVATION AS STATION BRIGAIR.
 MS0052
 MS0052                          STATION RECOVERY (1963)
 MS0052
 MS0052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MS0052'RECOVERED IN GOOD CONDITION.
 MS0052
 MS0052                          STATION RECOVERY (1984)
 MS0052
 MS0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0052'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 MS0052'NEW DESCRIPTION FOLLOWS.  5.82 KM (3.62 MI) NORTHWEST ALONG STATE
 MS0052'HIGHWAY 13 FROM THE COURTHOUSE IN BRIGHAM CITY, THENCE 0.72 KM
 MS0052'(0.45 MI) NORTHWEST ALONG 1850 WEST STREET, ON THE INSIDE OF A SHARP
 MS0052'CORNER AT THE WEST END OF AN S CURVE, 18.1 METERS (59.5 FT) EAST OF
 MS0052'THE CENTER OF THE ROAD, 15.0 METERS (49 FT) NORTH OF THE SOUTHEAST ONE
 MS0052'OF TWO FENCE CORNER POSTS, 14.8 METERS (48.5 FT) SOUTHEAST OF RM 1 AND
 MS0052'8.7 METERS (28.5 FT) EAST OF TRIANGULATION STATION BRIGAIR.
 MS0052'THE MARK IS 0.7 METERS  S FROM A WITNESS POST.
 MS0052'THE MARK IS 0.7 M BELOW THE ROAD.
 MS0052
 MS0052                          STATION RECOVERY (1992)
 MS0052
 MS0052'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 MS0052'RECOVERED IN GOOD CONDITION.
 MS0052
 MS0052                          STATION RECOVERY (2003)
 MS0052
 MS0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (SB)
 MS0052'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0089 ***********************************************************************
 MS0089  DESIGNATION -  M 94
 MS0089  PID         -  MS0089
 MS0089  STATE/COUNTY-  UT/BOX ELDER
 MS0089  COUNTRY     -  US
 MS0089  USGS QUAD   -  LAMPO JUNCTION (2017)
 MS0089
 MS0089                         *CURRENT SURVEY CONTROL
 MS0089  ______________________________________________________________________
 MS0089* NAD 83(1986) POSITION- 41 38 14.13   (N) 112 28 50.34   (W)   HD_HELD1
 MS0089* NAVD 88 ORTHO HEIGHT -  1372.435 (meters)     4502.73  (feet) ADJUSTED
 MS0089  ______________________________________________________________________
 MS0089  GEOID HEIGHT    -        -15.725 (meters)                     GEOID18
 MS0089  DYNAMIC HEIGHT  -       1371.493 (meters)     4499.64  (feet) COMP
 MS0089  MODELED GRAVITY -    979,889.1   (mgal)                       NAVD 88
 MS0089
 MS0089  VERT ORDER      -  FIRST     CLASS II
 MS0089
 MS0089.The horizontal coordinates were determined by differentially corrected
 MS0089.hand held GPS observations or other comparable positioning techniques
 MS0089.and have an estimated accuracy of +/- 3 meters.
 MS0089
 MS0089.The orthometric height was determined by differential leveling and
 MS0089.adjusted by the NATIONAL GEODETIC SURVEY
 MS0089.in June 1991.
 MS0089
 MS0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0089.GEOID18 height accuracy estimate available here.
 MS0089
 MS0089.Click photographs - Photos may exist for this station.
 MS0089
 MS0089.The dynamic height is computed by dividing the NAVD 88
 MS0089.geopotential number by the normal gravity value computed on the
 MS0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0089.degrees latitude (g = 980.6199 gals.).
 MS0089
 MS0089.The modeled gravity was interpolated from observed gravity values.
 MS0089
 MS0089;                    North         East    Units  Estimated Accuracy
 MS0089;SPC UT N     - 1,145,265.0     418,296.0     MT  (+/- 3 meters HH1 GPS) 
 MS0089
 MS0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM7668010561(NAD 83)
 MS0089
 MS0089                          SUPERSEDED SURVEY CONTROL
 MS0089
 MS0089  NGVD 29 (??/??/92) 1371.442  (m)         4499.47   (f) ADJ UNCH    1 2
 MS0089
 MS0089.Superseded values are not recommended for survey control.
 MS0089
 MS0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0089.See file dsdata.pdf to determine how the superseded data were derived.
 MS0089
 MS0089_MARKER: DB = BENCH MARK DISK
 MS0089_SETTING: 66 = SET IN ROCK OUTCROP
 MS0089_STAMPING: M 94 1953
 MS0089_MARK LOGO: CGS
 MS0089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0089+STABILITY: POSITION/ELEVATION WELL
 MS0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0089+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2017
 MS0089
 MS0089  HISTORY     - Date     Condition        Report By
 MS0089  HISTORY     - 1953     MONUMENTED       CGS
 MS0089  HISTORY     - 1984     GOOD             NGS
 MS0089  HISTORY     - 20040723 GOOD             GEOCAC
 MS0089  HISTORY     - 20170311 GOOD             INDIV
 MS0089
 MS0089                          STATION DESCRIPTION
 MS0089
 MS0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0089'4.2 MI E FROM PROMONTORY.
 MS0089'1.8 MILES NORTHEAST ALONG A COUNTY GRAVELED ROAD FROM THE GOLDEN SPIKE
 MS0089'MONUMENT AT PROMONTORY, THENCE 2.4 MILES EAST ALONG STATE HIGHWAY 83.
 MS0089'IN THE TOP OF A FLAT BENCH ON THE SOUTH CORNER OF A PROMINENT OUTCROP
 MS0089'(50- BY 50-FOOT SECTION OF A SLOPING RIDGE COVERED WITH ROCK), 51.7
 MS0089'FEET SOUTHEAST OF A FENCE, 48 FEET NORTHWEST OF THE CENTER LINE OF THE
 MS0089'HIGHWAY, ABOUT 10 FEET HIGHER THAN THE HIGHWAY, AND MARKED BY THE
 MS0089'WHITE PAINTED LETTERS BM.
 MS0089
 MS0089                          STATION RECOVERY (1984)
 MS0089
 MS0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0089'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.39 KM
 MS0089'(4.59 MI) NORTHEAST ALONG A PAVED ROAD FROM THE GOLDEN SPIKE MONUMENT
 MS0089'IN PROMONTORY, IN TOP OF AND 1.2 METERS (4 FT) NORTHEAST OF THE
 MS0089'SOUTHWEST EDGE OF A 6- BY 10-FOOT PORTION OF GRAY OUTCROP PROJECTING 3
 MS0089'FEET ABOVE THE SURFACE OF THE GROUND AT THE SOUTHWEST EDGE OF A SMALL
 MS0089'ROCKY RIDGE, 14.9 METERS (49 FT) NORTHWEST OF THE CENTER OF THE ROAD
 MS0089'AND 15.9 METERS (52 FT) SOUTHEAST OF A FENCE.
 MS0089'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 MS0089'THE MARK IS 2.5 M ABOVE THE ROAD.
 MS0089
 MS0089                          STATION RECOVERY (2004)
 MS0089
 MS0089'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 MS0089'RECOVERED IN GOOD CONDITION.
 MS0089
 MS0089                          STATION RECOVERY (2017)
 MS0089
 MS0089'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (JEC)
 MS0089'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0279 ***********************************************************************
 MS0279  DESIGNATION -  M 95
 MS0279  PID         -  MS0279
 MS0279  STATE/COUNTY-  UT/BOX ELDER
 MS0279  COUNTRY     -  US
 MS0279  USGS QUAD   -  PEPLIN FLATS (2017)
 MS0279
 MS0279                         *CURRENT SURVEY CONTROL
 MS0279  ______________________________________________________________________
 MS0279* NAD 83(1986) POSITION- 41 39 14.     (N) 113 11 01.     (W)   SCALED
 MS0279* NAVD 88 ORTHO HEIGHT -  1377.000 (meters)     4517.71  (feet) ADJUSTED
 MS0279  ______________________________________________________________________
 MS0279  GEOID HEIGHT    -        -15.802 (meters)                     GEOID18
 MS0279  DYNAMIC HEIGHT  -       1376.068 (meters)     4514.65  (feet) COMP
 MS0279  MODELED GRAVITY -    979,897.8   (mgal)                       NAVD 88
 MS0279
 MS0279  VERT ORDER      -  FIRST     CLASS II
 MS0279
 MS0279.The horizontal coordinates were scaled from a map and have
 MS0279.an estimated accuracy of +/- 6 seconds.
 MS0279
 MS0279.The orthometric height was determined by differential leveling and
 MS0279.adjusted by the NATIONAL GEODETIC SURVEY
 MS0279.in June 1991.
 MS0279
 MS0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0279.GEOID18 height accuracy estimate available here.
 MS0279
 MS0279.Click photographs - Photos may exist for this station.
 MS0279
 MS0279.The dynamic height is computed by dividing the NAVD 88
 MS0279.geopotential number by the normal gravity value computed on the
 MS0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0279.degrees latitude (g = 980.6199 gals.).
 MS0279
 MS0279.The modeled gravity was interpolated from observed gravity values.
 MS0279
 MS0279;                    North         East    Units  Estimated Accuracy
 MS0279;SPC UT N     - 1,148,010.      359,770.      MT  (+/- 180 meters Scaled)
 MS0279
 MS0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM181136(NAD 83)
 MS0279
 MS0279                          SUPERSEDED SURVEY CONTROL
 MS0279
 MS0279  NGVD 29 (??/??/92) 1375.983  (m)         4514.37   (f) ADJ UNCH    1 2
 MS0279
 MS0279.Superseded values are not recommended for survey control.
 MS0279
 MS0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0279.See file dsdata.pdf to determine how the superseded data were derived.
 MS0279
 MS0279_MARKER: DB = BENCH MARK DISK
 MS0279_SETTING: 66 = SET IN ROCK OUTCROP
 MS0279_STAMPING: M 95 1953
 MS0279_MARK LOGO: CGS
 MS0279_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0279+STABILITY: POSITION/ELEVATION WELL
 MS0279
 MS0279  HISTORY     - Date     Condition        Report By
 MS0279  HISTORY     - 1953     MONUMENTED       CGS
 MS0279
 MS0279                          STATION DESCRIPTION
 MS0279
 MS0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0279'7.8 MI SW FROM KELTON.
 MS0279'7.8 MILES SOUTHWEST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0279'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0279'KELTON, 3-1/2 POLES SOUTHWEST OF MILEPOLE 726, IN THE TOP OF THE
 MS0279'APPROXIMATE CENTER OF A 3- BY 12-FOOT SLOPING DARK BROWN OUTCROP,
 MS0279'ABOUT 60 YARDS NORTHEAST OF THE NORTHEAST END OF A ROCK CUT, 38.6 FEET
 MS0279'SOUTH OF THE SOUTH SIDE OF A 7-FOOT-HIGH BY 8- BY 13-FOOT CONGLOMERATE
 MS0279'OUTCROP, 23 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND
 MS0279'ABOUT 4 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0270 ***********************************************************************
 MS0270  DESIGNATION -  M 96
 MS0270  PID         -  MS0270
 MS0270  STATE/COUNTY-  UT/BOX ELDER
 MS0270  COUNTRY     -  US
 MS0270  USGS QUAD   -  CROCODILE MOUNTAIN NE (2017)
 MS0270
 MS0270                         *CURRENT SURVEY CONTROL
 MS0270  ______________________________________________________________________
 MS0270* NAD 83(1986) POSITION- 41 44 28.     (N) 113 07 18.     (W)   SCALED
 MS0270* NAVD 88 ORTHO HEIGHT -  1289.062 (meters)     4229.20  (feet) ADJUSTED
 MS0270  ______________________________________________________________________
 MS0270  GEOID HEIGHT    -        -15.651 (meters)                     GEOID18
 MS0270  DYNAMIC HEIGHT  -       1288.203 (meters)     4226.38  (feet) COMP
 MS0270  MODELED GRAVITY -    979,911.6   (mgal)                       NAVD 88
 MS0270
 MS0270  VERT ORDER      -  FIRST     CLASS II
 MS0270
 MS0270.The horizontal coordinates were scaled from a map and have
 MS0270.an estimated accuracy of +/- 6 seconds.
 MS0270
 MS0270.The orthometric height was determined by differential leveling and
 MS0270.adjusted by the NATIONAL GEODETIC SURVEY
 MS0270.in June 1991.
 MS0270
 MS0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0270.GEOID18 height accuracy estimate available here.
 MS0270
 MS0270.Click photographs - Photos may exist for this station.
 MS0270
 MS0270.The dynamic height is computed by dividing the NAVD 88
 MS0270.geopotential number by the normal gravity value computed on the
 MS0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0270.degrees latitude (g = 980.6199 gals.).
 MS0270
 MS0270.The modeled gravity was interpolated from observed gravity values.
 MS0270
 MS0270;                    North         East    Units  Estimated Accuracy
 MS0270;SPC UT N     - 1,157,600.      365,110.      MT  (+/- 180 meters Scaled)
 MS0270
 MS0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM235232(NAD 83)
 MS0270
 MS0270                          SUPERSEDED SURVEY CONTROL
 MS0270
 MS0270  NGVD 29 (??/??/92) 1288.052  (m)         4225.88   (f) ADJ UNCH    1 2
 MS0270
 MS0270.Superseded values are not recommended for survey control.
 MS0270
 MS0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0270.See file dsdata.pdf to determine how the superseded data were derived.
 MS0270
 MS0270_MARKER: DB = BENCH MARK DISK
 MS0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0270_STAMPING: M 96 1953
 MS0270_MARK LOGO: CGS
 MS0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0270+STABILITY: SURFACE MOTION
 MS0270
 MS0270  HISTORY     - Date     Condition        Report By
 MS0270  HISTORY     - 1953     MONUMENTED       CGS
 MS0270
 MS0270                          STATION DESCRIPTION
 MS0270
 MS0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0270'0.7 MI SW FROM KELTON.
 MS0270'0.7 MILE SOUTHWEST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0270'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0270'KELTON, 0.15 MILE NORTHEAST OF A SMALL WOODEN BRIDGE, 5 FEET NORTHEAST
 MS0270'OF MILEPOLE 733, IN LINE WITH A ROW OF POLES, 114 FEET SOUTHWEST OF
 MS0270'TELEPHONE POLE 20M 42 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 MS0270'ROAD, 1.4 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN
 MS0270'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 MS0270'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0590 ***********************************************************************
 HO0590  DESIGNATION -  MACFARLANE
 HO0590  PID         -  HO0590
 HO0590  STATE/COUNTY-  UT/IRON
 HO0590  COUNTRY     -  US
 HO0590  USGS QUAD   -  WEBSTER FLAT (2017)
 HO0590
 HO0590                         *CURRENT SURVEY CONTROL
 HO0590  ______________________________________________________________________
 HO0590* NAD 83(1994) POSITION- 37 34 08.21794(N) 112 56 15.51178(W)   ADJUSTED
 HO0590* NAVD 88 ORTHO HEIGHT -  3163.7   (meters)    10380.    (feet) VERTCON3
 HO0590  ______________________________________________________________________
 HO0590  GEOID HEIGHT    -        -20.570 (meters)                     GEOID18
 HO0590  LAPLACE CORR    -          9.35  (seconds)                    DEFLEC18
 HO0590  HORZ ORDER      -  THIRD
 HO0590
 HO0590.The horizontal coordinates were established by classical geodetic methods
 HO0590.and adjusted by the National Geodetic Survey in June 1998.
 HO0590
 HO0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0590
 HO0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0590.GEOID18 height accuracy estimate available here.
 HO0590
 HO0590.Click photographs - Photos may exist for this station.
 HO0590
 HO0590.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0590
 HO0590. The following values were computed from the NAD 83(1994) position.
 HO0590
 HO0590;                    North         East     Units Scale Factor Converg.
 HO0590;SPC UT S     - 3,101,114.278   373,003.134   MT  0.99995831   -0 52 51.0
 HO0590;SPC UT S     -10,174,239.09  1,223,761.12   sFT  0.99995831   -0 52 51.0
 HO0590;UTM  12      - 4,159,755.398   328,880.823   MT  0.99996069   -1 10 54.1
 HO0590
 HO0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0590!SPC UT S     -   0.99950702  x   0.99995831  =   0.99946535
 HO0590!UTM  12      -   0.99950702  x   0.99996069  =   0.99946773
 HO0590
 HO0590:                Primary Azimuth Mark                     Grid Az
 HO0590:SPC UT S     -  JONES 2                                  201 20 16.7
 HO0590:UTM  12      -  JONES 2                                  201 38 19.8
 HO0590
 HO0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG2888059755(NAD 83)
 HO0590
 HO0590|---------------------------------------------------------------------|
 HO0590| PID    Reference Object                     Distance      Geod. Az  |
 HO0590|                                                           dddmmss.s |
 HO0590| HO0591 JONES 2                             APPROX. 7.9 KM 2002725.7 |
 HO0590|---------------------------------------------------------------------|
 HO0590
 HO0590                          SUPERSEDED SURVEY CONTROL
 HO0590
 HO0590  NAD 83(1986)-  37 34 08.21518(N)    112 56 15.50843(W) AD(       ) 3
 HO0590  NAD 27      -  37 34 08.29803(N)    112 56 12.70623(W) AD(       ) 3
 HO0590  NGVD 29 (07/19/86) 3162.3    (m)        10375.     (f) VERT ANG       
 HO0590
 HO0590.Superseded values are not recommended for survey control.
 HO0590
 HO0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0590.See file dsdata.pdf to determine how the superseded data were derived.
 HO0590
 HO0590_MARKER: DB = BENCH MARK DISK
 HO0590_SETTING: 66 = SET IN ROCK OUTCROP
 HO0590_STAMPING: MACFARLANE
 HO0590_MARK LOGO: USGS
 HO0590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0590+STABILITY: POSITION/ELEVATION WELL
 HO0590
 HO0590  HISTORY     - Date     Condition        Report By
 HO0590  HISTORY     - 1949     MONUMENTED       USGS
 HO0590  HISTORY     - 1949     GOOD             USGS
 HO0590  HISTORY     - 1957     GOOD             USGS
 HO0590
 HO0590                          STATION DESCRIPTION
 HO0590
 HO0590'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 HO0590'RECOVERED AS FOLLOWS
 HO0590'
 HO0590'LOCATED ABOUT 10 MI. SE. OF CEDAR CITY AND 2 MI. SW. OF WOOD RANCH
 HO0590'(OWNED BY JOHN C. MACFARLANE), ON SUMMIT OF VOLCANIC OR BLACK
 HO0590'MOUNTAIN.
 HO0590'
 HO0590'TO REACH FROM CEDAR CITY POST OFFICE, DRIVE E. AND SE. ON RD. TO CEDAR
 HO0590'BREAKS, 11.4 MI. TO GRADED FOREST RD. TO RIGHT (S.) AND AT SIGN ON
 HO0590'RIGHT READING ---WEBSTER FLAT 3 MILES---, TURN RIGHT 2.7 MI. TO TOP
 HO0590'OF GRADE AND T-RD. E., CONTINUE STRAIGHT AHEAD 0.7 MI. TO RD. FORKS
 HO0590'TO RIGHT, TAKE RIGHT FORK 1.1 MI. TO ANOTHER FORK, TAKE RIGHT FORK 0.6
 HO0590'MI.  PACK W. TO TOP OF MOUNTAIN AND STATION, JUST S. OF HIGHEST POINT.
 HO0590'A 45 MINUTE PACK.
 HO0590'
 HO0590'STATION MARK--STANDARD TABLET, STAMPED ---MACFARLANE---, CEMENTED IN
 HO0590'TOP OF ROCK.
 HO0590'
 HO0590'REFERENCE MARK--STANDARD REFERENCE MARK TABLET, STAMPED
 HO0590'---MACFARLANE---, CEMENTED IN TOP OF ROCK, 19.8 FT. FROM STATION MARK,
 HO0590'N 07 DEG 51 MIN W.
 HO0590
 HO0590                          STATION RECOVERY (1957)
 HO0590
 HO0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957 (HJH)
 HO0590'STATION WAS FOUND AS DESCRIBED.  ALL MARKS WERE
 HO0590'IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0370 ***********************************************************************
 LP0370  DESIGNATION -  MAGNA HERCULES INC E TANK
 LP0370  PID         -  LP0370
 LP0370  STATE/COUNTY-  UT/SALT LAKE
 LP0370  COUNTRY     -  US
 LP0370  USGS QUAD   -  MAGNA (2017)
 LP0370
 LP0370                         *CURRENT SURVEY CONTROL
 LP0370  ______________________________________________________________________
 LP0370* NAD 83(1994) POSITION- 40 39 14.63593(N) 112 03 02.14080(W)   ADJUSTED
 LP0370  ______________________________________________________________________
 LP0370  GEOID HEIGHT    -        -17.206 (meters)                     GEOID18
 LP0370  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 LP0370  HORZ ORDER      -  THIRD
 LP0370
 LP0370.The horizontal coordinates were established by classical geodetic methods
 LP0370.and adjusted by the National Geodetic Survey in November 1997.
 LP0370
 LP0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0370.GEOID18 height accuracy estimate available here.
 LP0370
 LP0370.Click photographs - Photos may exist for this station.
 LP0370
 LP0370.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0370
 LP0370. The following values were computed from the NAD 83(1994) position.
 LP0370
 LP0370;                    North         East     Units Scale Factor Converg.
 LP0370;SPC UT C     - 2,257,798.430   453,434.509   MT  1.00000101   -0 21 09.7
 LP0370;SPC UT C     - 7,407,460.35  1,487,643.05   sFT  1.00000101   -0 21 09.7
 LP0370;UTM  12      - 4,500,886.748   411,182.273   MT  0.99969710   -0 41 04.2
 LP0370
 LP0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1118200886(NAD 83)
 LP0370
 LP0370                          SUPERSEDED SURVEY CONTROL
 LP0370
 LP0370  NAD 83(1993)-  40 39 14.63533(N)    112 03 02.13924(W) AD(       ) 3
 LP0370  NAD 83(1986)-  40 39 14.62532(N)    112 03 02.13188(W) AD(       ) 3
 LP0370  NAD 27      -  40 39 14.81746(N)    112 02 59.34945(W) AD(       ) 3
 LP0370
 LP0370.Superseded values are not recommended for survey control.
 LP0370
 LP0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0370.See file dsdata.pdf to determine how the superseded data were derived.
 LP0370
 LP0370_MARKER: 53 = ELEVATED TANK
 LP0370
 LP0370  HISTORY     - Date     Condition        Report By
 LP0370  HISTORY     - 1973     FIRST OBSERVED   NGS
 LP0370
 LP0370                          STATION DESCRIPTION
 LP0370
 LP0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LP0370'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAGNA, HERCULES
 LP0370'INCOMPANY SYSTEMS GROUP BUCCHUS WORKS, EAST WATER TANK THAT IS
 LP0370'LOCATED ABOUT 4.5 MILES SOUTHEAST OF MAGNA, 2.5 MILES WEST OF
 LP0370'KEARNS AND ON THE NORTH SIDE OF STATE HIGHWAY 173.  THE TANK IS
 LP0370'SPHERICAL IN SHAPE, SUPPORTED BY FIVE STRUCTURAL STEEL LEGS,
 LP0370'PAINTED ALUMINUM IN COLOR AND ABOUT 130 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0378 ***********************************************************************
 LP0378  DESIGNATION -  MAGNA HERCULES INC W TANK
 LP0378  PID         -  LP0378
 LP0378  STATE/COUNTY-  UT/SALT LAKE
 LP0378  COUNTRY     -  US
 LP0378  USGS QUAD   -  MAGNA (2017)
 LP0378
 LP0378                         *CURRENT SURVEY CONTROL
 LP0378  ______________________________________________________________________
 LP0378* NAD 83(1994) POSITION- 40 39 33.20002(N) 112 04 21.76477(W)   ADJUSTED
 LP0378  ______________________________________________________________________
 LP0378  GEOID HEIGHT    -        -17.193 (meters)                     GEOID18
 LP0378  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 LP0378  HORZ ORDER      -  THIRD
 LP0378
 LP0378.The horizontal coordinates were established by classical geodetic methods
 LP0378.and adjusted by the National Geodetic Survey in November 1997.
 LP0378
 LP0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0378.GEOID18 height accuracy estimate available here.
 LP0378
 LP0378.Click photographs - Photos may exist for this station.
 LP0378
 LP0378.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0378
 LP0378. The following values were computed from the NAD 83(1994) position.
 LP0378
 LP0378;                    North         East     Units Scale Factor Converg.
 LP0378;SPC UT C     - 2,258,382.802   451,567.633   MT  1.00000231   -0 22 00.7
 LP0378;SPC UT C     - 7,409,377.58  1,481,518.14   sFT  1.00000231   -0 22 00.7
 LP0378;UTM  12      - 4,501,481.746   409,319.377   MT  0.99970121   -0 41 56.3
 LP0378
 LP0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0931901481(NAD 83)
 LP0378
 LP0378                          SUPERSEDED SURVEY CONTROL
 LP0378
 LP0378  NAD 83(1993)-  40 39 33.19808(N)    112 04 21.76260(W) AD(       ) 3
 LP0378  NAD 83(1986)-  40 39 33.19026(N)    112 04 21.75603(W) AD(       ) 3
 LP0378  NAD 27      -  40 39 33.37991(N)    112 04 18.97322(W) AD(       ) 3
 LP0378
 LP0378.Superseded values are not recommended for survey control.
 LP0378
 LP0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0378.See file dsdata.pdf to determine how the superseded data were derived.
 LP0378
 LP0378_MARKER: 53 = ELEVATED TANK
 LP0378
 LP0378  HISTORY     - Date     Condition        Report By
 LP0378  HISTORY     - 1973     FIRST OBSERVED   NGS
 LP0378
 LP0378                          STATION DESCRIPTION
 LP0378
 LP0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LP0378'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAGNA, HERCULES
 LP0378'SYSTEMS GROUP BACCHUS WORKS, WEST WATER TANK THAT IS LOCATED
 LP0378'ABOUT 3.5 MILES WEST OF KEARNS, 3.5 MILES SOUTH OF MAGNA, 0.4
 LP0378'MILE EAST OF STATE HIGHWAY 111 AND 0.3 MILE NORTH OF STATE
 LP0378'HIGHWAY 173.  THE TANK SPHERICAL IN SHAPE, SUPPORTED BY SIX
 LP0378'TUBULAR STEEL LEGS AND IS PAINTED WHITE IN COLOR.  IT IS ABOUT
 LP0378'130 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0373 ***********************************************************************
 LP0373  DESIGNATION -  MAGNA UP RR MICROWAVE
 LP0373  PID         -  LP0373
 LP0373  STATE/COUNTY-  UT/SALT LAKE
 LP0373  COUNTRY     -  US
 LP0373  USGS QUAD   -  MAGNA (2017)
 LP0373
 LP0373                         *CURRENT SURVEY CONTROL
 LP0373  ______________________________________________________________________
 LP0373* NAD 83(1994) POSITION- 40 38 07.53108(N) 112 03 24.42561(W)   ADJUSTED
 LP0373  ______________________________________________________________________
 LP0373  GEOID HEIGHT    -        -17.214 (meters)                     GEOID18
 LP0373  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC18
 LP0373  HORZ ORDER      -  THIRD
 LP0373
 LP0373.The horizontal coordinates were established by classical geodetic methods
 LP0373.and adjusted by the National Geodetic Survey in November 1997.
 LP0373
 LP0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0373.GEOID18 height accuracy estimate available here.
 LP0373
 LP0373.Click photographs - Photos may exist for this station.
 LP0373
 LP0373.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0373
 LP0373. The following values were computed from the NAD 83(1994) position.
 LP0373
 LP0373;                    North         East     Units Scale Factor Converg.
 LP0373;SPC UT C     - 2,255,731.771   452,898.104   MT  0.99999641   -0 21 24.0
 LP0373;SPC UT C     - 7,400,679.99  1,485,883.20   sFT  0.99999641   -0 21 24.0
 LP0373;UTM  12      - 4,498,823.850   410,634.077   MT  0.99969830   -0 41 17.8
 LP0373
 LP0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1063498823(NAD 83)
 LP0373
 LP0373                          SUPERSEDED SURVEY CONTROL
 LP0373
 LP0373  NAD 83(1993)-  40 38 07.53037(N)    112 03 24.42408(W) AD(       ) 3
 LP0373  NAD 83(1986)-  40 38 07.52095(N)    112 03 24.41663(W) AD(       ) 3
 LP0373  NAD 27      -  40 38 07.71317(N)    112 03 21.63384(W) AD(       ) 3
 LP0373
 LP0373.Superseded values are not recommended for survey control.
 LP0373
 LP0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0373.See file dsdata.pdf to determine how the superseded data were derived.
 LP0373
 LP0373_MARKER: 45 = MICROWAVE TOWER
 LP0373
 LP0373  HISTORY     - Date     Condition        Report By
 LP0373  HISTORY     - 1973     FIRST OBSERVED   NGS
 LP0373  HISTORY     - 20141016 GOOD             GEOCAC
 LP0373
 LP0373                          STATION DESCRIPTION
 LP0373
 LP0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LP0373'THE POINT INTERSECTED WAS THE TOP CENTER OF THE MAGNA, UNION
 LP0373'PACIFIC RAILROAD COMPANY MICROWAVE TOWER, KEQ 784 THAT IS LOCATED
 LP0373'ABOUT 3.5 MILES WEST-SOUTHWEST OF KEARNS, 6 MILES SOUTH-SOUTHEAST
 LP0373'OF MAGNA AND ON THE WEST SIDE OF STATE HIGHWAY 111.  IT IS A FOUR
 LP0373'LEGGED STRUCTURAL STEEL TOWER, UNPAINTED WITH EIGHT FAN SHAPED
 LP0373'ANTENNAS LOCATED AT VARIOUS HEIGHTS AND IS ABOUT 85 FEET IN
 LP0373'HEIGHT.
 LP0373
 LP0373                          STATION RECOVERY (2014)
 LP0373
 LP0373'RECOVERY NOTE BY GEOCACHING 2014 (BRB)
 LP0373'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0384 ***********************************************************************
 LP0384  DESIGNATION -  MAGNA UTAH PWR PLANT 4 N STK
 LP0384  PID         -  LP0384
 LP0384  STATE/COUNTY-  UT/SALT LAKE
 LP0384  COUNTRY     -  US
 LP0384  USGS QUAD   -  MAGNA (2017)
 LP0384
 LP0384                         *CURRENT SURVEY CONTROL
 LP0384  ______________________________________________________________________
 LP0384* NAD 83(1994) POSITION- 40 42 43.95579(N) 112 07 17.96541(W)   ADJUSTED
 LP0384  ______________________________________________________________________
 LP0384  GEOID HEIGHT    -        -17.155 (meters)                     GEOID18
 LP0384  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC18
 LP0384  HORZ ORDER      -  THIRD
 LP0384
 LP0384.The horizontal coordinates were established by classical geodetic methods
 LP0384.and adjusted by the National Geodetic Survey in November 1997.
 LP0384
 LP0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0384.GEOID18 height accuracy estimate available here.
 LP0384
 LP0384.Click photographs - Photos may exist for this station.
 LP0384
 LP0384.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0384
 LP0384. The following values were computed from the NAD 83(1994) position.
 LP0384
 LP0384;                    North         East     Units Scale Factor Converg.
 LP0384;SPC UT C     - 2,264,294.520   447,469.511   MT  1.00001607   -0 23 53.6
 LP0384;SPC UT C     - 7,428,772.94  1,468,072.89   sFT  1.00001607   -0 23 53.6
 LP0384;UTM  12      - 4,507,415.366   405,256.892   MT  0.99971048   -0 43 54.0
 LP0384
 LP0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0525607415(NAD 83)
 LP0384
 LP0384                          SUPERSEDED SURVEY CONTROL
 LP0384
 LP0384  NAD 83(1993)-  40 42 43.95350(N)    112 07 17.96429(W) AD(       ) 3
 LP0384  NAD 83(1986)-  40 42 43.94579(N)    112 07 17.95733(W) AD(       ) 3
 LP0384  NAD 27      -  40 42 44.14199(N)    112 07 15.16366(W) AD(       ) 3
 LP0384
 LP0384.Superseded values are not recommended for survey control.
 LP0384
 LP0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0384.See file dsdata.pdf to determine how the superseded data were derived.
 LP0384
 LP0384_MARKER: 63 = STACK
 LP0384
 LP0384  HISTORY     - Date     Condition        Report By
 LP0384  HISTORY     - 1973     FIRST OBSERVED   NGS
 LP0384
 LP0384                          STATION DESCRIPTION
 LP0384
 LP0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LP0384'THE POINT INTERSECTED WAS THE TOP CENTER OF THE MAGNA, UTAH POWER
 LP0384'PLANT NO 4, NORTH STACK THAT IS LOCATED ABOUT 2 MILES
 LP0384'EAST-SOUTHEAST OF GARFIELD AND 1 MILE NORTHWEST OF MAGNA.  THE
 LP0384'STACK IS CIRCULAR IN SHAPE, CONSTRUCTED OF BRICK, HIGHEST ONE OF
 LP0384'FOUR STACKS AT THE PLANT AND ABOUT 230 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0490 ***********************************************************************
 JO0490  DESIGNATION -  MAHUSTON PEAK 12
 JO0490  PID         -  JO0490
 JO0490  STATE/COUNTY-  UT/PIUTE
 JO0490  COUNTRY     -  US
 JO0490  USGS QUAD   -  MALMSTEN PEAK (2017)
 JO0490
 JO0490                         *CURRENT SURVEY CONTROL
 JO0490  ______________________________________________________________________
 JO0490* NAD 83(1994) POSITION- 38 15 14.08286(N) 112 05 12.72903(W)   ADJUSTED
 JO0490* NAVD 88 ORTHO HEIGHT -  2983.4   (meters)     9788.    (feet) VERTCON3
 JO0490  ______________________________________________________________________
 JO0490  GEOID HEIGHT    -        -18.716 (meters)                     GEOID18
 JO0490  LAPLACE CORR    -         14.51  (seconds)                    DEFLEC18
 JO0490  HORZ ORDER      -  SECOND
 JO0490
 JO0490.The horizontal coordinates were established by classical geodetic methods
 JO0490.and adjusted by the National Geodetic Survey in November 1997.
 JO0490
 JO0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0490
 JO0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0490.GEOID18 height accuracy estimate available here.
 JO0490
 JO0490.Click photographs - Photos may exist for this station.
 JO0490
 JO0490.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0490
 JO0490. The following values were computed from the NAD 83(1994) position.
 JO0490
 JO0490;                    North         East     Units Scale Factor Converg.
 JO0490;SPC UT S     - 3,176,323.471   448,633.186   MT  0.99998485   -0 21 34.4
 JO0490;SPC UT S     -10,420,987.92  1,471,890.71   sFT  0.99998485   -0 21 34.4
 JO0490;UTM  12      - 4,234,546.165   404,904.399   MT  0.99971137   -0 40 22.7
 JO0490
 JO0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0490!SPC UT S     -   0.99953502  x   0.99998485  =   0.99951988
 JO0490!UTM  12      -   0.99953502  x   0.99971137  =   0.99924653
 JO0490
 JO0490:                Primary Azimuth Mark                     Grid Az
 JO0490:SPC UT S     -  MT DUTTON                                204 13 06.3
 JO0490:UTM  12      -  MT DUTTON                                204 31 54.6
 JO0490
 JO0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH0490434546(NAD 83)
 JO0490
 JO0490|---------------------------------------------------------------------|
 JO0490| PID    Reference Object                     Distance      Geod. Az  |
 JO0490|                                                           dddmmss.s |
 JO0490| CM5110 MAHUSTON PEAK 12 RM 1                 5.353 METERS 01043     |
 JO0490| CM5111 MAHUSTON PEAK 12 RM 2                 3.339 METERS 12938     |
 JO0490| JO0491 MT DUTTON                           APPROX.28.3 KM 2035131.9 |
 JO0490|---------------------------------------------------------------------|
 JO0490
 JO0490                          SUPERSEDED SURVEY CONTROL
 JO0490
 JO0490  NAD 83(1986)-  38 15 14.07829(N)    112 05 12.72882(W) AD(       ) 2
 JO0490  NAD 27      -  38 15 14.13700(N)    112 05 10.00800(W) AD(       ) 2
 JO0490  USSD        -  38 15 14.88200(N)    112 05 10.80600(W) AD(       ) 3
 JO0490  NGVD 29 (07/19/86) 2982.0    (m)         9783.     (f) VERT ANG       
 JO0490
 JO0490.Superseded values are not recommended for survey control.
 JO0490
 JO0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0490.See file dsdata.pdf to determine how the superseded data were derived.
 JO0490
 JO0490_MARKER: B = BOLT
 JO0490_SETTING: 66 = SET IN ROCK OUTCROP
 JO0490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0490+STABILITY: POSITION/ELEVATION WELL
 JO0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0490+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2020
 JO0490
 JO0490  HISTORY     - Date     Condition        Report By
 JO0490  HISTORY     - 1919     MONUMENTED       USFS
 JO0490  HISTORY     - 1969     GOOD             USGS
 JO0490  HISTORY     - 1971     GOOD             USGS
 JO0490  HISTORY     - 20200807 GOOD             INDIV
 JO0490
 JO0490                          STATION DESCRIPTION
 JO0490
 JO0490'DESCRIBED BY US FOREST SERVICE 1919 (GDC)
 JO0490'ABOUT 7 MILES EAST OF KINGSTON AND ABOUT 3-1/2 MILES NORTH OF
 JO0490'THE EAST FORK OF SEVIER RIVER, ON THE SOUTH END OF FISHLAKE
 JO0490'PLATEAU ON FORSHIE MOUNTAIN.  STATION IS ON THE SOUTHWEST RIM
 JO0490'OF THE MOUNTAIN ABOUT 1 MILE FROM THE SOUTH END.  STATION IS
 JO0490'MARKED BY A BOLT CEMENTED IN THE ROCK AND SURMOUNTED BY A POLE
 JO0490'SIGNAL.
 JO0490
 JO0490                          STATION RECOVERY (1969)
 JO0490
 JO0490'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JO0490'INSTRUMENT STAND 4.2 FT. ABOVE STATION MARK.
 JO0490'
 JO0490'NOTE BY J.N.T., 1966--TO REACH FROM POST OFFICE IN KINGSTON, GO E.
 JO0490'ON UTAH STATE HIGHWAY 22 FOR 2.6 MI. TO A DIRT RD. ON LEFT.
 JO0490'TURN LEFT ON DIRT RD. AND FOLLOW MAIN-TRAVELED RD. 6.7 MI. TO A
 JO0490'GATE.  PASS THROUGH GATE AND FOLLOW MAIN-TRAVELED RD. 0.8 MI. TO
 JO0490'A Y-RD. FORK.  TAKE RIGHT FORK FOR 1.1 MI. TO A Y-RD. FORK.  TAKE
 JO0490'LEFT FORK AND GO UP THE SIDE OF THE MOUNTAIN FOR 3.6 MI. TO A
 JO0490'Y-RD. FORK ON TOP.  TURN RIGHT AND FOLLOW MAIN-TRAVELED RD. FOR
 JO0490'3.4 MI. TO A RD. FORK (JUST AFTER PASSING MAHUSTON SPRING).
 JO0490'TAKE RIGHT FORK AND GO 1.5 MI. TO A Y-RD. FORK AT A STOCK TANK.
 JO0490'TAKE LEFT FORK FOR 0.3 MI. TO A DIM RD. ON THE RIGHT.  TAKE
 JO0490'RIGHT FORK AND GO UPHILL 0.3 MI. TO END OF TRUCK TRAVEL.  PACK
 JO0490'N. ALONG RIM TO STATION.  ABOUT A 10-MINUTE WALK.
 JO0490'
 JO0490'STATION MARK--BOLT CEMENTED IN ROCK.  A CROSS WAS STAMPED IN TOP
 JO0490'OF THE BOLT.
 JO0490'
 JO0490'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 JO0490'MAHUSTON PK. USFS NO. 1 1966 CEMENTED IN ROCK OUTCROP, 5.2 FT.
 JO0490'LOWER THAN STATION MARK.
 JO0490'
 JO0490'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED
 JO0490'NO 2 1966 CEMENTED IN ROCK OUTCROP, 2.1 FT. LOWER THAN STATION
 JO0490'MARK.
 JO0490
 JO0490                          STATION RECOVERY (1971)
 JO0490
 JO0490'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JO0490'INSTRUMENT STAND 4.2 FT ABOVE STATION MARK.
 JO0490'
 JO0490'NOTE BY USGS, 1966--TO REACH FROM POST OFFICE IN KINGSTON, GO E.
 JO0490'ON UTAH STATE HIGHWAY 22 FOR 2.6 MI TO A DIRT RD. ON LEFT.  TURN
 JO0490'LEFT ON DIRT RD. AND FOLLOW MAIN-TRAVELED RD. 6.7 MI TO A GATE.
 JO0490'PASS THROUGH GATE AND FOLLOW MAIN-TRAVELED RD. 0.8 MI TO A Y-RD.
 JO0490'FK.  TAKE RIGHT FORK FOR 1.1 MI TO A Y-RD. FK.  TAKE LEFT FORK
 JO0490'AND GO UP THE SIDE OF THE MOUNTAIN FOR 3.6 MI TO A Y-RD. FK. ON
 JO0490'TOP.  TURN RIGHT AND FOLLOW MAIN-TRAVELED RD. FOR 3.4 MI TO A
 JO0490'RD. FK.  (JUST AFTER PASSING MAHUSTON SPRING).  TAKE RIGHT FORK
 JO0490'AND GO 1.5 MI TO A Y-RD. FK. AT A STOCK TANK.  TAKE LEFT
 JO0490'FORK FOR 0.3 MI TO A DIM RD. ON THE RIGHT.  TAKE RIGHT FORK AND
 JO0490'GO UPHILL 0.3 MI TO END OF TRUCK TRAVEL.  PACK N. ALONG RIM TO
 JO0490'STATION.  ABOUT A 10-MINUTE WALK.
 JO0490'
 JO0490'STATION MARK--BOLT CEMENTED IN ROCK.  A CROSS WAS STAMPED IN
 JO0490'TOP OF THE BOLT.
 JO0490'
 JO0490'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 JO0490'MAHUSTON PK. USFS NO. 1 1966 CEMENTED IN ROCK OUTCROP, 5.2 FT. LOWER
 JO0490'THAN STATION MARK.
 JO0490'
 JO0490'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED
 JO0490'NO 2 1966 CEMENTED IN ROCK OUTCROP, 2.1 FT LOWER THAN STATION
 JO0490'MARK.
 JO0490
 JO0490                          STATION RECOVERY (2020)
 JO0490
 JO0490'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (TWG)
 JO0490'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0434 ***********************************************************************
 JN0434  DESIGNATION -  MAIL BOX
 JN0434  PID         -  JN0434
 JN0434  STATE/COUNTY-  UT/WAYNE
 JN0434  COUNTRY     -  US
 JN0434  USGS QUAD   -  SUGARLOAF BUTTE (2017)
 JN0434
 JN0434                         *CURRENT SURVEY CONTROL
 JN0434  ______________________________________________________________________
 JN0434* NAD 83(1994) POSITION- 38 29 46.53763(N) 110 13 17.36861(W)   ADJUSTED
 JN0434* NAVD 88 ORTHO HEIGHT -  1625.1   (meters)     5332.    (feet) VERTCON3
 JN0434  ______________________________________________________________________
 JN0434  GEOID HEIGHT    -        -20.271 (meters)                     GEOID18
 JN0434  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 JN0434  HORZ ORDER      -  SECOND
 JN0434
 JN0434.The horizontal coordinates were established by classical geodetic methods
 JN0434.and adjusted by the National Geodetic Survey in November 1997.
 JN0434
 JN0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0434
 JN0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0434.GEOID18 height accuracy estimate available here.
 JN0434
 JN0434.Click photographs - Photos may exist for this station.
 JN0434
 JN0434.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0434
 JN0434. The following values were computed from the NAD 83(1994) position.
 JN0434
 JN0434;                    North         East     Units Scale Factor Converg.
 JN0434;SPC UT S     - 3,203,826.420   611,533.320   MT  1.00002848   +0 46 60.0
 JN0434;SPC UT S     -10,511,220.51  2,006,338.90   sFT  1.00002848   +0 46 60.0
 JN0434;UTM  12      - 4,261,165.582   567,888.290   MT  0.99965676   +0 29 04.6
 JN0434
 JN0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0434!SPC UT S     -   0.99974826  x   1.00002848  =   0.99977674
 JN0434!UTM  12      -   0.99974826  x   0.99965676  =   0.99940511
 JN0434
 JN0434:                Primary Azimuth Mark                     Grid Az
 JN0434:SPC UT S     -  CLYDE                                    140 35 06.4
 JN0434:UTM  12      -  CLYDE                                    140 53 01.8
 JN0434
 JN0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH6788861165(NAD 83)
 JN0434
 JN0434|---------------------------------------------------------------------|
 JN0434| PID    Reference Object                     Distance      Geod. Az  |
 JN0434|                                                           dddmmss.s |
 JN0434| JN0435 ANT                                 403.787 METERS 0051643.1 |
 JN0434| CM7599 MAIL BOX AZ MK                                     0443730.7 |
 JN0434| CM7602 MAIL BOX RM 3                         8.726 METERS 04732     |
 JN0434| JN0429 CLYDE                               APPROX.15.0 KM 1412206.4 |
 JN0434| CM7600 MAIL BOX RM 1                         8.067 METERS 20316     |
 JN0434| CM7601 MAIL BOX RM 2                         7.766 METERS 30323     |
 JN0434|---------------------------------------------------------------------|
 JN0434
 JN0434                          SUPERSEDED SURVEY CONTROL
 JN0434
 JN0434  NAD 83(1986)-  38 29 46.52750(N)    110 13 17.36548(W) AD(       ) 2
 JN0434  NAD 27      -  38 29 46.59280(N)    110 13 14.89577(W) AD(       ) 2
 JN0434  NGVD 29 (07/19/86) 1624.0    (m)         5328.     (f) VERT ANG       
 JN0434
 JN0434.Superseded values are not recommended for survey control.
 JN0434
 JN0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0434.See file dsdata.pdf to determine how the superseded data were derived.
 JN0434
 JN0434_MARKER: DS = TRIANGULATION STATION DISK
 JN0434_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JN0434_STAMPING: MAIL BOX 1938
 JN0434_MARK LOGO: CGS
 JN0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0434+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004
 JN0434
 JN0434  HISTORY     - Date     Condition        Report By
 JN0434  HISTORY     - 1938     MONUMENTED       CGS
 JN0434  HISTORY     - 1953     GOOD             USGS
 JN0434  HISTORY     - 1958     GOOD             CGS
 JN0434  HISTORY     - 1963     GOOD             CGS
 JN0434  HISTORY     - 20040519 GOOD             GEOCAC
 JN0434
 JN0434                          STATION DESCRIPTION
 JN0434
 JN0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JN0434'STATION IS LOCATED ON A LOW, FLAT-TOPPED RIDGE ABOUT 35 MILES
 JN0434'S OF GREEN RIVER.  IT IS ON E EDGE OF RIDGE, AND IS NEAR EDGE
 JN0434'OF EMERY-WAYNE COUNTY LINE.  IT IS ABOUT 4 MILES W OF BARRIER
 JN0434'CANYON.
 JN0434'
 JN0434'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JN0434'CONCRETE IN TOP OF A TILE AS DESCRIBED.
 JN0434'AZIMUTH MARK IS A STANDARD BRONZE DISK IN A BOULDER AS DESCRIBED.
 JN0434'
 JN0434'STATION IS REACHED FROM GREEN RIVER AS FOLLOWS--FROM POST OFFICE
 JN0434'GO S, THEN E, AND THEN S 0.3 MILE ON U.S. 50 TO A CORNER WHERE
 JN0434'HIGHWAY TURNS E.  THENCE LEAVE HIGHWAY (STRAIGHT AHEAD) AND GO
 JN0434'0.2 MILE TO A ROAD CROSSING A RR TRACK.  TURN R, S, CROSS TRACK
 JN0434'AND GO 0.1 MILE TO A FORK AT S SIDE OF A WASH, THEN TAKE EXTREME
 JN0434'R FORK (ROAD TO HANKSVILLE) AND GO 2.4 MILES ON MAIN ROAD TO
 JN0434'A FORK.  THENCE TAKE L FORK, SOUTHEASTERLY, ONTO A TRACK ROAD.
 JN0434'FOLLOW THIS ROAD 3.9 MILES TO A DIM FORK, TAKE R FORK (L FORK
 JN0434'GOES TO THE GREEN RIVER) AND FOLLOW 13.3 MILES TO A FORK,
 JN0434'THEN TAKE L FORK (DOWN A STEEP SANDY SLOPE) AND GO 3.8 MILES
 JN0434'TO A FORK, TAKE R FORK AND GO 0.3 MILE TO SAN RAFAEL
 JN0434'RIVER.  CROSS RIVER AND FOLLOW MAIN ROAD 11.8 MILES TO A FORK.
 JN0434'TAKE R FORK AND GO 1.0 MILE TO A DIM FORK.  THENCE TAKE R FORK
 JN0434'AND GO 1.0 MILE TO ANOTHER FORK (THERE IS AN OLD IRON WHEEL
 JN0434'LYING ON R SIDE OF ROAD).  THENCE TAKE R FORK AND GO
 JN0434'SOUTHERLY 5.9 MILES TO A FORK AT A SALT LICK AND AN OLD TIN
 JN0434'MAIL BOX LYING IN FORK.  STATION IS VISIBLE ON EDGE OF RIDGE
 JN0434'DUE W ABOUT 1-1/2 MILES AIRLINE.  FROM THIS POINT BEAR R OFF
 JN0434'TRACK ROAD AND GO ACROSS SANDY FLATS ABOUT 1-1/2 MILES
 JN0434'TO FOOT OF RIDGE AND END OF TRUCK TRAVEL.  THEN PACK UP A SHORT
 JN0434'STEEP SLOPE TO TOP OF A RIDGE (ABOUT 200 YARDS) TO STATION.
 JN0434'
 JN0434'REFERENCE MARK NO. 1 IS ABOUT SAME ELEVATION AS STATION.
 JN0434'REFERENCE MARK NO. 2 IS ABOUT 6 INCHES LOWER THAN STATION.  BOTH
 JN0434'ARE WELDED ONTO END OF 2-INCH STEEL PIPE.
 JN0434'
 JN0434'AZIMUTH IS A STANDARD DISK AZIMUTH MARK SET IN A BOULDER ABOUT
 JN0434'1 FOOT SQUARE PROJECTING ABOUT 6 INCHES ABOVE GROUND SURFACE.  IT
 JN0434'IS ABOUT 3/4 MILE NE OF STATION NEAR SOME RED SANDSTONE
 JN0434'OUTCROPPINGS.  THERE IS A SMALL CAIRN ABOUT 10 FEET E OF MARK.
 JN0434
 JN0434                          STATION RECOVERY (1953)
 JN0434
 JN0434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 JN0434'RECOVERED.
 JN0434
 JN0434                          STATION RECOVERY (1958)
 JN0434
 JN0434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JDA)
 JN0434'STATION AND ALL MARKS RECOVERED AS DESCRIBED AND IN GOOD
 JN0434'CONDITION.
 JN0434'
 JN0434'SEE RECONNAISSANCE DESCRIPTION FOR MORE DIRECT ROUTE FROM GREEN
 JN0434'RIVER.
 JN0434
 JN0434                          STATION RECOVERY (1963)
 JN0434
 JN0434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JN0434'THE STATION AND REFERENCE MARK 2 WERE RECOVERED AND IN GOOD
 JN0434'CONDITION.  REFERENCE MARK 1 WAS FOUND LYING ON TOP OF THE
 JN0434'GROUND.  A REFERENCE MARK NUMBER 3 WAS ESTABLISHED.  THE
 JN0434'AZIMUTH MARK WAS NOT RECOVERED.
 JN0434'
 JN0434'THE STATION IS LOCATED ABOUT 35 MILES SOUTH OF GREEN RIVER,
 JN0434'27 MILES EAST-NORTHEAST OF HANKSVILLE, 11 MILES WEST OF THE
 JN0434'GREEN RIVER, 1-1/2 MILES NORTH OF ANTELOPE VALLEY ON A LOW
 JN0434'FLAT-TOPPED RIDGE JUST SOUTH OF THE EMERY-WAYNE COUNTY LINE.
 JN0434'
 JN0434'TO REACH THE STATION FROM THE RAILROAD CROSSING ABOUT 1/2 MILE
 JN0434'SOUTHEAST OF THE POST OFFICE IN GREEN RIVER, GO SOUTH ACROSS
 JN0434'RAILROAD TRACKS FOR 0.1 MILE TO FORKS AT SOUTH SIDE OF CREEK.
 JN0434'TAKE RIGHT FORK ON BLADED ROAD, STRAIGHT AHEAD SOUTHERLY FOR
 JN0434'2.4 MILES TO FORK.  KEEP LEFT FORK (MAIN ROAD) FOR 19.8 MILES
 JN0434'TO OLD BRIDGE OVER THE SAN RAFAEL RIVER.  CONTINUE ON MAIN
 JN0434'ROAD FOR 7.6 MILES TO Y-INTERSECTION AND SIGN SAUCER BASIN
 JN0434'WELL.  KEEP LEFT FORK FOR 3.2 MILES TO FORK NEAR SUMMIT OF
 JN0434'GRADE.  KEEP LEFT FORK SOUTHERLY FOR 1.4 MILES TO CROSSROAD.
 JN0434'CONTINUE STRAIGHT AHEAD FOR 2.9 MILES TO TRACK ROAD LEFT
 JN0434'(THIS IS TURN-OFF TO STATION KEG KNOLL).  CONTINUE STRAIGHT
 JN0434'AHEAD, SOUTH, FOR 5.6 MILES TO FORK AND IRON POST AND AN
 JN0434'OLD MAIL BOX LYING ON THE GROUND.  CONTINUE SOUTH FOR 0.4
 JN0434'MILE TO TRACK ROAD RIGHT.  TURN RIGHT, WEST, ACROSS
 JN0434'SANDY FLATS FOR 0.4 MILE TO END OF TRUCK TRAVEL AT
 JN0434'FOOT OF RIDGE.  PACK WEST UP SHORT STEEP SLOPE TO TOP OF
 JN0434'RIDGE, ABOUT 200 YARDS TO STATION.  NOTE--IT IS POSSIBLE
 JN0434'TO DRIVE TO THE STATION BY PICKING WAY THROUGH SAND AND
 JN0434'UP RIDGE FOR ABOUT 1/4 MILE TO THE NORTH OF THE ABOVE
 JN0434'ETT.
 JN0434'
 JN0434'THE STATION MARK, A STANDARD DISK STAMPED MAIL BOX 1938, IS
 JN0434'BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 5 INCHES
 JN0434'ABOVE THE GROUND.  IT IS 44 FEET WEST OF THE EAST EDGE OF THE
 JN0434'RIDGE, 32 FEET NORTH OF THE CENTER OF A TRACK ROAD AND 5.5
 JN0434'FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN.
 JN0434'
 JN0434'REFERENCE MARK 2, A STANDARD DISK STAMPED MAIL BOX NO 2 1938,
 JN0434'IS BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 7 INCHES
 JN0434'ABOVE THE GROUND.  IT IS 25 FEET NORTHWEST OF A METAL WITNESS POST
 JN0434'WITH SIGN AND 24 FEET NORTHEAST OF THE CENTER OF A TRACK ROAD.
 JN0434'
 JN0434'REFERENCE MARK 3, A STANDARD DISK STAMPED MAIL BOX NO 3 1938, IS
 JN0434'BRAZED TO THE TOP OF A 2-1/4 INCH GALVANIZED PIPE THAT PROJECTS 2
 JN0434'INCHES ABOVE THE GROUND.  IT IS 63 FEET NORTH OF THE CENTER OF
 JN0434'A TRACK ROAD, 34 FEET NORTHEAST OF A METAL WITNESS POST WITH
 JN0434'SIGN AND 23 FEET WEST OF THE EAST EDGE OF THE RIDGE.
 JN0434
 JN0434                          STATION RECOVERY (2004)
 JN0434
 JN0434'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JN0434'FOUND WITH MODIFICATION TO THE TO REACH INSTRUCTIONS.  TO REACH FROM
 JN0434'THE OLD TRAIN STATION IN GREEN RIVER, UT, GO SOUTHEAST ALONG THE NORTH
 JN0434'SIDE OF THE TRACKS TO AIRPORT ROAD.  TAKE PAVED AIRPORT ROAD SOUTH FOR
 JN0434'ABOUT TWO MILES (3.22 KM) TO A DIRT ROAD LEFT MARKED BY A
 JN0434'SIGN FOR HORSESHOE CANYON.  FOLLOW THE DIRT ROAD SOUTH FOR 39.0 MILES
 JN0434'(62.76 KM) FOLLOWING SIGNS FOR HORSESHOE CANYON AT ALL NTERSECTIONS.
 JN0434'CONTINUE  TO AN INTERSECTION WITH A DIRT ROAD HEADING EAST THAT IS
 JN0434'SIGNED FOR HORSESHOE CANYON AND PREVIOUSLY DESCRIBED AS HAVING AN
 JN0434'IRON POST AND OLD MAILBOX.  THE IRON POST AND MAILBOX ARE NO LONGER IN
 JN0434'EVIDENCE.  CONTINUE SOUTH PAST THE INTERSECTION FOR ABOUT 0.6 MILES
 JN0434'(0.97 KM).  PACK NORTHWEST FOR 0.47 MILES (0.76 KM) TO THE TOP OF THE
 JN0434'RIDGE.  THE PREVIOUSLY DESCRIBED TRACK ROAD IS DISCERNABLE FROM THE
 JN0434'TOP OF THE RIDGE BUT IS NOT IDENTIFIABLE FROM THE MAIN ROAD
 JN0434'DUE TO REPEATED GRADING AND THE RECOVERY OF VEGETATION.  THE STATION
 JN0434'MARK IS AS PREVIOUSLY DESCRIBED BUT THE WITNESS POST DOES NOT HAVE A
 JN0434'SIGN.  REFERENCE MARK 3 WAS RECOVERED AS DESCRIBED, BUT REFERENCE
 JN0434'MARKS 1 AND 2 WERE NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0692 ***********************************************************************
 HN0692  DESIGNATION -  MAMIE
 HN0692  PID         -  HN0692
 HN0692  STATE/COUNTY-  UT/GARFIELD
 HN0692  COUNTRY     -  US
 HN0692  USGS QUAD   -  TENMILE FLAT (2017)
 HN0692
 HN0692                         *CURRENT SURVEY CONTROL
 HN0692  ______________________________________________________________________
 HN0692* NAD 83(1994) POSITION- 37 44 58.67581(N) 111 27 32.70171(W)   ADJUSTED
 HN0692* NAVD 88 ORTHO HEIGHT -  1942.8   (meters)     6374.    (feet) VERTCON3
 HN0692  ______________________________________________________________________
 HN0692  GEOID HEIGHT    -        -20.327 (meters)                     GEOID18
 HN0692  LAPLACE CORR    -         -4.01  (seconds)                    DEFLEC18
 HN0692  HORZ ORDER      -  THIRD
 HN0692
 HN0692.The horizontal coordinates were established by classical geodetic methods
 HN0692.and adjusted by the National Geodetic Survey in November 1997.
 HN0692
 HN0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0692
 HN0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0692.GEOID18 height accuracy estimate available here.
 HN0692
 HN0692.Click photographs - Photos may exist for this station.
 HN0692
 HN0692.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0692
 HN0692. The following values were computed from the NAD 83(1994) position.
 HN0692
 HN0692;                    North         East     Units Scale Factor Converg.
 HN0692;SPC UT S     - 3,120,191.931   503,605.778   MT  0.99995148   +0 01 30.2
 HN0692;SPC UT S     -10,236,829.69  1,652,246.62   sFT  0.99995148   +0 01 30.2
 HN0692;UTM  12      - 4,178,135.976   459,556.912   MT  0.99962015   -0 16 51.8
 HN0692
 HN0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0692!SPC UT S     -   0.99969842  x   0.99995148  =   0.99964991
 HN0692!UTM  12      -   0.99969842  x   0.99962015  =   0.99931868
 HN0692
 HN0692:                Primary Azimuth Mark                     Grid Az
 HN0692:SPC UT S     -  RIVER                                    075 20 14.8
 HN0692:UTM  12      -  RIVER                                    075 38 36.8
 HN0692
 HN0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG5955678135(NAD 83)
 HN0692
 HN0692|---------------------------------------------------------------------|
 HN0692| PID    Reference Object                     Distance      Geod. Az  |
 HN0692|                                                           dddmmss.s |
 HN0692| HN0694 RIVER                               APPROX. 8.6 KM 0752145.0 |
 HN0692|---------------------------------------------------------------------|
 HN0692
 HN0692                          SUPERSEDED SURVEY CONTROL
 HN0692
 HN0692  NAD 83(1986)-  37 44 58.67232(N)    111 27 32.70461(W) AD(       ) 3
 HN0692  NAD 27      -  37 44 58.71708(N)    111 27 30.09393(W) AD(       ) 3
 HN0692  NGVD 29 (07/19/86) 1941.6    (m)         6370.     (f) VERT ANG       
 HN0692
 HN0692.Superseded values are not recommended for survey control.
 HN0692
 HN0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0692.See file dsdata.pdf to determine how the superseded data were derived.
 HN0692
 HN0692_MARKER: DB = BENCH MARK DISK
 HN0692_SETTING: 80 = SET IN A BOULDER
 HN0692_STAMPING: MAMIE 1959
 HN0692_MARK LOGO: USGS
 HN0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0692+STABILITY: SURFACE MOTION
 HN0692
 HN0692  HISTORY     - Date     Condition        Report By
 HN0692  HISTORY     - 1959     MONUMENTED       USGS
 HN0692
 HN0692                          STATION DESCRIPTION
 HN0692
 HN0692'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0692'LOCATED ABOUT 10.0 MI. SW. OF BOULDER AND ABOUT 7.0 MI. ESE. OF
 HN0692'ESCALANTE ON A LOW HILL ABOUT 150 YDS. S. OF STATE HIGHWAY 54.
 HN0692'
 HN0692'TO REACH FROM POST OFFICE IN ESCALANTE, DRIVE E. AND S. ALONG STATE
 HN0692'HIGHWAY 54 TOWARD BOULDER FOR 10.0 MI. TO RD. LEADING S. TO OLD
 HN0692'BARROW PIT, JUST PAST A POWER LINE.  STATION IS ON FIRST HILL W. OF
 HN0692'BARROW PIT, 30 FT. N. OF TELEPHONE MICROWAVE RELAY STATION.
 HN0692'
 HN0692'STATION MARK--STANDARD TABLET, STAMPED ---MAMIE 1959---, CEMENTED IN
 HN0692'DRILL HOLE ON TOP OF BURIED BOULDER FLUSH WITH GROUND.
 HN0692'
 HN0692'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, IN SIDE OF PINON TREE,
 HN0692'38.39 FT. FROM STATION MARK, N 16 DEG 12 MIN E.
 HN0692'
 HN0692'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, IN SIDE OF PINON TREE,
 HN0692'48.37 FT. FROM STATION MARK, S 76 DEG 22 MIN E.
 HN0692'
 HN0692'REFERENCE MARK NO. 3--COPPER NAIL AND WASHER, IN SIDE OF POWER POLE,
 HN0692'29.37 FT. FROM STATION MARK, S 15 DEG 23 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0980 ***********************************************************************
 HN0980  DESIGNATION -  MANCUS=ET U 147
 HN0980  PID         -  HN0980
 HN0980  STATE/COUNTY-  UT/GARFIELD
 HN0980  COUNTRY     -  US
 HN0980  USGS QUAD   -  KNOWLES CANYON (2017)
 HN0980
 HN0980                         *CURRENT SURVEY CONTROL
 HN0980  ______________________________________________________________________
 HN0980* NAD 83(1994) POSITION- 37 36 03.62536(N) 110 36 23.02018(W)   ADJUSTED
 HN0980* NAVD 88 ORTHO HEIGHT -  1337.7   (meters)     4389.    (feet) VERTCON3
 HN0980  ______________________________________________________________________
 HN0980  GEOID HEIGHT    -        -21.991 (meters)                     GEOID18
 HN0980  LAPLACE CORR    -          0.29  (seconds)                    DEFLEC18
 HN0980  HORZ ORDER      -  SECOND
 HN0980
 HN0980.The horizontal coordinates were established by classical geodetic methods
 HN0980.and adjusted by the National Geodetic Survey in November 1997.
 HN0980
 HN0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0980
 HN0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0980.GEOID18 height accuracy estimate available here.
 HN0980
 HN0980.Click photographs - Photos may exist for this station.
 HN0980
 HN0980.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0980
 HN0980. The following values were computed from the NAD 83(1994) position.
 HN0980
 HN0980;                    North         East     Units Scale Factor Converg.
 HN0980;SPC UT S     - 3,104,072.962   578,906.260   MT  0.99995638   +0 32 51.0
 HN0980;SPC UT S     -10,183,946.04  1,899,294.95   sFT  0.99995638   +0 32 51.0
 HN0980;UTM  12      - 4,161,620.244   534,743.972   MT  0.99961487   +0 14 24.6
 HN0980
 HN0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0980!SPC UT S     -   0.99979358  x   0.99995638  =   0.99974997
 HN0980!UTM  12      -   0.99979358  x   0.99961487  =   0.99940853
 HN0980
 HN0980:                Primary Azimuth Mark                     Grid Az
 HN0980:SPC UT S     -  MANCUS AZ MK                             283 52 57.5
 HN0980:UTM  12      -  MANCUS AZ MK                             284 11 23.9
 HN0980
 HN0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG3474361620(NAD 83)
 HN0980
 HN0980|---------------------------------------------------------------------|
 HN0980| PID    Reference Object                     Distance      Geod. Az  |
 HN0980|                                                           dddmmss.s |
 HN0980| CM7604 MANCUS RM 1                           8.555 METERS 25703     |
 HN0980| CM7603 MANCUS AZ MK                                       2842548.5 |
 HN0980| CM7605 MANCUS RM 2                           9.851 METERS 35750     |
 HN0980|---------------------------------------------------------------------|
 HN0980
 HN0980                          SUPERSEDED SURVEY CONTROL
 HN0980
 HN0980  NAD 83(1986)-  37 36 03.62022(N)    110 36 23.02033(W) AD(       ) 2
 HN0980  NAD 27      -  37 36 03.65426(N)    110 36 20.50851(W) AD(       ) 2
 HN0980  NGVD 29 (07/19/86) 1336.7    (m)         4385.     (f) VERT ANG       
 HN0980
 HN0980.Superseded values are not recommended for survey control.
 HN0980
 HN0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0980.See file dsdata.pdf to determine how the superseded data were derived.
 HN0980
 HN0980_MARKER: DB = BENCH MARK DISK
 HN0980_SETTING: 66 = SET IN ROCK OUTCROP
 HN0980_STAMPING: MANCUS ET U 147 1952
 HN0980_MARK LOGO: USGS
 HN0980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0980+STABILITY: POSITION/ELEVATION WELL
 HN0980
 HN0980  HISTORY     - Date     Condition        Report By
 HN0980  HISTORY     - 1952     MONUMENTED       USGS
 HN0980  HISTORY     - 1963     GOOD             CGS
 HN0980
 HN0980                          STATION DESCRIPTION
 HN0980
 HN0980'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (LGB)
 HN0980'THE STATION IS LOCATED ABOUT 29 MILES NORTHEAST OF THE
 HN0980'HOLE-IN-THE-ROCK CROSSING ON THE COLORADO RIVER, 17 MILES
 HN0980'SOUTHWEST OF THE SMALL TOWN OF HITE, ON THE WEST SIDE OF THE
 HN0980'COLORADO RIVER ON A ROCKY KNOB JUST ABOVE THE SHEER CLIFFS
 HN0980'THAT FALL AWAY TO THE RIVER AND ACROSS THE RIVER FROM THE
 HN0980'OLYMPIA BAR.
 HN0980'
 HN0980'TO REACH THE STATION BY HELICOPTER FROM HITE FLY SOUTHWEST
 HN0980'ON A TRUE COURSE OF 212 DEGREES FOR ABOUT 17 MILES TO THE
 HN0980'PROMINENT ROCKY KNOB AND THE STATION.  TO REACH THE AZIMUTH
 HN0980'MARK FROM THE STATION PACK WESTERLY DOWN OFF THE KNOB AND ALONG
 HN0980'THE NORTH RIM OF A WASH FOR 0.5 MILE TO A BARE ROCK POINT AND
 HN0980'THE MARK.
 HN0980'
 HN0980'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 HN0980'MANCUS ET U 147 1952, CEMENTED IN A DRILL HOLE IN AN OUTCROP
 HN0980'OF BEDROCK 5 BY 7 FEET IN CROSS SECTION AND PROJECTING 3
 HN0980'INCHES.  IT IS 300 FEET SOUTH OF THE END OF A BLADED ROAD,
 HN0980'6 FEET WEST OF THE FIRST STEP OF THE SHEER CLIFF FALLING INTO
 HN0980'THE COLORADO RIVER AND ON THE EAST EDGE AND HIGHEST POINT OF
 HN0980'THE KNOB.
 HN0980'
 HN0980'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK,
 HN0980'STAMPED NO 1 1952 CEMENTED IN A DRILL HOLE IN AN OUTCROP OF
 HN0980'BEDROCK PROJECTING 2 FEET ON THE WEST EDGE AND FLUSH ON THE
 HN0980'EAST EDGE.  IT IS ON THE WEST EDGE OF THE KNOB AND 3 FEET LOWER
 HN0980'THAN THE STATION.
 HN0980'
 HN0980'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 HN0980'DISK, STAMPED NO 2 1952, CEMENTED IN A DRILL HOLE IN AN OUTCROP
 HN0980'OF BEDROCK PROJECTING 4 FEET ON THE NORTH EDGE AND FLUSH
 HN0980'ON THE SOUTH EDGE.  IT IS ON THE NORTH EDGE OF THE KNOB AND 18
 HN0980'INCHES LOWER THAN THE STATION.
 HN0980'
 HN0980'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MANCUS USGS
 HN0980'1963, CEMENTED IN A DRILL HOLE IN BEDROCK ON A BARE ROCK
 HN0980'POINT ON THE NORTH RIM OF A WIDE, BARE, ROCK, WASH.  IT IS 300
 HN0980'FEET NORTH OF A BALANCED ROCK IN THE WASH AND 4.5 FEET SOUTH
 HN0980'OF A 3 FOOT CAIRN.
 HN0980
 HN0980                          STATION RECOVERY (1963)
 HN0980
 HN0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HN0980'RECOVERED IN GOOD CONDITION.
 HN0980'
 HN0980'STATION MARK--STANDARD TABLET, STAMPED ---MANCUS 1952---, CEMENTED
 HN0980'IN SOLID ROCK OUTCROP, AND ADDITIONALLY STAMPED ---ET U 147--- IN
 HN0980'1959.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0690 ***********************************************************************
 LN0690  DESIGNATION -  MANILA
 LN0690  PID         -  LN0690
 LN0690  STATE/COUNTY-  UT/DAGGETT
 LN0690  COUNTRY     -  US
 LN0690  USGS QUAD   -  JESSEN BUTTE (2017)
 LN0690
 LN0690                         *CURRENT SURVEY CONTROL
 LN0690  ______________________________________________________________________
 LN0690* NAD 83(1994) POSITION- 40 58 50.13052(N) 109 45 15.94637(W)   ADJUSTED
 LN0690* NAVD 88 ORTHO HEIGHT -  2138.8   (meters)     7017.    (feet) VERTCON3
 LN0690  ______________________________________________________________________
 LN0690  GEOID HEIGHT    -        -13.995 (meters)                     GEOID18
 LN0690  LAPLACE CORR    -         -6.14  (seconds)                    DEFLEC18
 LN0690  HORZ ORDER      -  FIRST
 LN0690
 LN0690.The horizontal coordinates were established by classical geodetic methods
 LN0690.and adjusted by the National Geodetic Survey in November 1997.
 LN0690
 LN0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0690
 LN0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0690.GEOID18 height accuracy estimate available here.
 LN0690
 LN0690.Click photographs - Photos may exist for this station.
 LN0690
 LN0690.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0690
 LN0690. The following values were computed from the NAD 83(1994) position.
 LN0690
 LN0690;                    North         East     Units Scale Factor Converg.
 LN0690;SPC UT N     - 1,073,352.834   646,892.369   MT  0.99996790   +1 09 03.4
 LN0690;SPC UT N     - 3,521,491.76  2,122,346.05   sFT  0.99996790   +1 09 03.4
 LN0690;SPC WYWC     -    53,851.773   515,472.019   MT  1.00002541   -0 39 31.5
 LN0690;SPC WYWC     -   176,678.69  1,691,177.78   sFT  1.00002541   -0 39 31.5
 LN0690;UTM  12      - 4,537,349.590   604,786.276   MT  0.99973514   +0 49 00.9
 LN0690
 LN0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0690!SPC UT N     -   0.99966681  x   0.99996790  =   0.99963472
 LN0690!SPC WYWC     -   0.99966681  x   1.00002541  =   0.99969221
 LN0690!UTM  12      -   0.99966681  x   0.99973514  =   0.99940204
 LN0690
 LN0690:                Primary Azimuth Mark                     Grid Az
 LN0690:SPC UT N     -  MANILA AZ MK                             246 52 06.5
 LN0690:SPC WYWC     -  MANILA AZ MK                             248 40 41.4
 LN0690:UTM  12      -  MANILA AZ MK                             247 12 09.0
 LN0690
 LN0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL0478637349(NAD 83)
 LN0690
 LN0690|---------------------------------------------------------------------|
 LN0690| PID    Reference Object                     Distance      Geod. Az  |
 LN0690|                                                           dddmmss.s |
 LN0690| CP5743 MANILA RM 1                          11.576 METERS 09434     |
 LN0690| CP5744 MANILA RM 2                           5.327 METERS 21441     |
 LN0690| CP5742 MANILA AZ MK                                       2480109.9 |
 LN0690|---------------------------------------------------------------------|
 LN0690
 LN0690                          SUPERSEDED SURVEY CONTROL
 LN0690
 LN0690  NAD 83(1993)-  40 58 50.13068(N)    109 45 15.94573(W) AD(       ) 1
 LN0690  NAD 83(1986)-  40 58 50.10980(N)    109 45 15.93569(W) AD(       ) 1
 LN0690  NAD 27      -  40 58 50.26000(N)    109 45 13.38900(W) AD(       ) 1
 LN0690  NGVD 29 (07/19/86) 2137.5    (m)         7013.     (f) VERT ANG       
 LN0690
 LN0690.Superseded values are not recommended for survey control.
 LN0690
 LN0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0690.See file dsdata.pdf to determine how the superseded data were derived.
 LN0690
 LN0690_MARKER: DS = TRIANGULATION STATION DISK
 LN0690_SETTING: 80 = SET IN A BOULDER
 LN0690_STAMPING: MANILA 1937
 LN0690_MARK LOGO: CGS
 LN0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0690+STABILITY: SURFACE MOTION
 LN0690
 LN0690  HISTORY     - Date     Condition        Report By
 LN0690  HISTORY     - 1937     MONUMENTED       CGS
 LN0690  HISTORY     - 1947     GOOD             CGS
 LN0690  HISTORY     - 1961     GOOD             USGS
 LN0690
 LN0690                          STATION DESCRIPTION
 LN0690
 LN0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LN0690'STATION IS LOCATED ABOUT 2 MILES SW OF MANILA, UTAH, AND ABOUT
 LN0690'1.75 MILES S OF THE UTAH-WYOMING STATE LINE ON THE HIGHEST
 LN0690'POINT OF A DIRT AND BOULDER RIDGE THAT LIES JUST N OF THE HIGHWAY.
 LN0690'
 LN0690'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS WEDGED
 LN0690'IN DRILL HOLES IN BOULDERS.
 LN0690'
 LN0690'AZIMUTH MARK IS LOCATED AT SW END OF SAME RIDGE AND ABOUT 50
 LN0690'FEET LOWER THAN STATION.
 LN0690'
 LN0690'REACHED FROM MANILA BY GOING W FROM THE SINCLAIR SERVICE STATION
 LN0690'AT THE MAIN CROSSROADS IN TOWN, FOR 1.95 MILES TO A GATE ON
 LN0690'THE RIGHT.  THENCE TURN RIGHT PASS THRU GATE AND HEAD FOR RIDGE
 LN0690'0.1 MILE TO END OF TRUCK TRAVEL.  PACK N UP RIDGE TO HIGHEST
 LN0690'POINT AND STATION.
 LN0690
 LN0690                          STATION RECOVERY (1947)
 LN0690
 LN0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LN0690'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 LN0690'PREVIOUSLY DESCRIBED, WITH THE EXCEPTION OF THE DISTANCE TO
 LN0690'R.M. NO. 1.  THE CORRECT DISTANCE IS GIVEN BELOW.
 LN0690'
 LN0690'A NEW DESCRIPTION IS AS FOLLOWS--
 LN0690'
 LN0690'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF MANILA, UTAH AND
 LN0690'ABOUT 1.75 MILE SOUTH OF THE UTAH - WYOMING LINE, ON THE HIGHEST
 LN0690'POINT OF A DIRT AND BOULDER RIDGE THAT LIES JUST NORTH OF THE
 LN0690'HIGHWAY, PROJECTS 6 INCHES,
 LN0690'STAMPED--MANILA 1937.
 LN0690'
 LN0690'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN STATION,
 LN0690'PROJECTS 12 INCHES, STAMPED--MANILA
 LN0690'NO 1 1937.
 LN0690'
 LN0690'REFERENCE MARK NO. 2 IS APPROXIMATELY 3 FEET LOWER THAN STATION,
 LN0690'PROJECTS 2 INCHES, STAMPED--MANILA
 LN0690'NO 2 1937.
 LN0690'
 LN0690'AZIMUTH MARK IS LOCATED ON THE SAME RIDGE AS STATION, AND NEAR
 LN0690'THE SOUTHERN END OF RIDGE WHICH IS APPROXIMATELY 50 FEET LOWER
 LN0690'THAN STATION, STAMPED--MANILA 1937.
 LN0690'
 LN0690'TO REACH FROM MANILA AT THE SINCLAIR SERVICE STATION AND MAIN
 LN0690'CROSSROADS IN TOWN, GO WEST FOR 1.8 MILE TO A GATE ON RIGHT.
 LN0690'TURN RIGHT AND PASS THOUGH GATE AND GO ACROSS COUNTRY TO NORTH
 LN0690'TOWARD RIDGE FOR 0.05 MILE TO IRRIGATION DITCH AND END OF TRUCK
 LN0690'TRAVEL.  FROM HERE PACK NORTH TO HIGHEST POINT AND STATION AS
 LN0690'DESCRIBED ABOVE.
 LN0690'
 LN0690'A 10 MINUTE PACK.
 LN0690'
 LN0690'OBSERVATIONS MADE FROM A 1.2 METER TRIPOD.
 LN0690
 LN0690                          STATION RECOVERY (1961)
 LN0690
 LN0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LN0690'ALL MARKS RECOVERED IN GOOD CONDITION.
 LN0690'
 LN0690'STATION MARK--STANDARD DISK, STAMPED ---MANILA 1937---, WEDGED
 LN0690'IN DRILL HOLE IN BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0410 ***********************************************************************
 KN0410  DESIGNATION -  MANTI
 KN0410  PID         -  KN0410
 KN0410  STATE/COUNTY-  UT/SANPETE
 KN0410  COUNTRY     -  US
 KN0410  USGS QUAD   -  STERLING (2017)
 KN0410
 KN0410                         *CURRENT SURVEY CONTROL
 KN0410  ______________________________________________________________________
 KN0410* NAD 83(1994) POSITION- 39 14 18.25345(N) 111 37 42.34572(W)   ADJUSTED
 KN0410* NAVD 88 ORTHO HEIGHT -  2113.    (meters)     6932.    (feet) SCALED
 KN0410  ______________________________________________________________________
 KN0410  GEOID HEIGHT    -        -17.402 (meters)                     GEOID18
 KN0410  LAPLACE CORR    -         26.98  (seconds)                    DEFLEC18
 KN0410  HORZ ORDER      -  SECOND
 KN0410
 KN0410.The horizontal coordinates were established by classical geodetic methods
 KN0410.and adjusted by the National Geodetic Survey in November 1997.
 KN0410
 KN0410.The orthometric height was scaled from a topographic map.
 KN0410
 KN0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0410.GEOID18 height accuracy estimate available here.
 KN0410
 KN0410.Click photographs - Photos may exist for this station.
 KN0410
 KN0410.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0410
 KN0410. The following values were computed from the NAD 83(1994) position.
 KN0410
 KN0410;                    North         East     Units Scale Factor Converg.
 KN0410;SPC UT C     - 2,100,488.646   488,912.586   MT  0.99995265   -0 04 56.2
 KN0410;SPC UT C     - 6,891,353.17  1,604,040.71   sFT  0.99995265   -0 04 56.2
 KN0410;UTM  12      - 4,343,421.183   445,766.063   MT  0.99963621   -0 23 51.1
 KN0410
 KN0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0410!SPC UT C     -   0.99967129  x   0.99995265  =   0.99962395
 KN0410!UTM  12      -   0.99967129  x   0.99963621  =   0.99930762
 KN0410
 KN0410:                Primary Azimuth Mark                     Grid Az
 KN0410:SPC UT C     -  MANTI AZ MK                              324 39 13.8
 KN0410:UTM  12      -  MANTI AZ MK                              324 58 08.7
 KN0410
 KN0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ4576643421(NAD 83)
 KN0410
 KN0410|---------------------------------------------------------------------|
 KN0410| PID    Reference Object                     Distance      Geod. Az  |
 KN0410|                                                           dddmmss.s |
 KN0410| CM5115 MANTI RM 1                            3.529 METERS 00111     |
 KN0410| CM5116 MANTI RM 2                            5.486 METERS 22813     |
 KN0410| KN0414 STEVENS                             APPROX.37.5 KM 2381912.2 |
 KN0410| CM5114 MANTI AZ MK                                        3243417.6 |
 KN0410| KN0405 MANTI MORMON TEMPLE E TWR LT        APPROX. 3.9 KM 3532103.4 |
 KN0410|---------------------------------------------------------------------|
 KN0410
 KN0410                          SUPERSEDED SURVEY CONTROL
 KN0410
 KN0410  NAD 83(1986)-  39 14 18.24291(N)    111 37 42.33912(W) AD(       ) 2
 KN0410  NAD 27      -  39 14 18.38700(N)    111 37 39.64300(W) AD(       ) 2
 KN0410
 KN0410.Superseded values are not recommended for survey control.
 KN0410
 KN0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0410.See file dsdata.pdf to determine how the superseded data were derived.
 KN0410
 KN0410_MARKER: DS = TRIANGULATION STATION DISK
 KN0410_SETTING: 66 = SET IN ROCK OUTCROP
 KN0410
 KN0410  HISTORY     - Date     Condition        Report By
 KN0410  HISTORY     - 1938     MONUMENTED       CGS
 KN0410
 KN0410                          STATION DESCRIPTION
 KN0410
 KN0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0410'ABOUT 2 MILES SE OF MANTI, UTAH, ON A SHOULDER OF W SLOPE OF
 KN0410'WASATCH PLATEAU ON S SIDE OF MANTI CANYON.  STATION IS ABOUT
 KN0410'1-1/2 MILES E OF U.S. HIGHWAY 89.
 KN0410'
 KN0410'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 KN0410'BEDROCK.  AZIMUTH MARK IS A
 KN0410'STANDARD BRONZE DISK IN CONCRETE.
 KN0410'
 KN0410'REFERENCE MARK NO. 1 IS N OF AND ABOUT 2 FEET LOWER IN ELEVATION
 KN0410'THAN STATION.  REFERENCE MARK NO. 2 IS SW OF STATION AT ABOUT
 KN0410'SAME ELEVATION.
 KN0410'
 KN0410'AZIMUTH MARK IS ABOUT 1-1/2 MILES WNW OF STATION AND ABOUT
 KN0410'1000 FEET LOWER IN ELEVATION.  IT IS 0.85 MILE S OF POST OFFICE
 KN0410'IN MANTI, UTAH, ABOUT 16 PACES E OF U.S. HIGHWAY 89 AND ABOUT
 KN0410'150 YARDS SW OF A LARGE DOUBLE SIGN BOARD.
 KN0410'
 KN0410'TO REACH STATION FROM POST OFFICE IN MANTI, UTAH, GO S ON
 KN0410'U.S. HIGHWAY 89 1.1 MILES TO A TRACK ROAD LEADING TO L, EASTERLY.
 KN0410'TURN L ON TRACK ROAD AND, KEEPING ALL L FORKS, GO 0.85 MILE
 KN0410'TO A SMALL EXCAVATION.  THENCE CONTINUE ON AN OLD WAGON ROAD
 KN0410'DIRECTLY TOWARD STATION WHICH BEARS 124 DEG MAGNETIC AS FAR
 KN0410'AS POSSIBLE.  CONTINUE ON BY PACKING UP STEEP SLOPE TO STATION
 KN0410'SITE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0405 ***********************************************************************
 KN0405  DESIGNATION -  MANTI MORMON TEMPLE E TWR LT
 KN0405  PID         -  KN0405
 KN0405  STATE/COUNTY-  UT/SANPETE
 KN0405  COUNTRY     -  US
 KN0405  USGS QUAD   -  MANTI (2017)
 KN0405
 KN0405                         *CURRENT SURVEY CONTROL
 KN0405  ______________________________________________________________________
 KN0405* NAD 83(1994) POSITION- 39 16 22.48397(N) 111 38 00.97741(W)   ADJUSTED
 KN0405  ______________________________________________________________________
 KN0405  GEOID HEIGHT    -        -17.547 (meters)                     GEOID18
 KN0405  LAPLACE CORR    -         13.99  (seconds)                    DEFLEC18
 KN0405  HORZ ORDER      -  THIRD
 KN0405
 KN0405.The horizontal coordinates were established by classical geodetic methods
 KN0405.and adjusted by the National Geodetic Survey in November 1997.
 KN0405
 KN0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0405.GEOID18 height accuracy estimate available here.
 KN0405
 KN0405.Click photographs - Photos may exist for this station.
 KN0405
 KN0405.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0405
 KN0405. The following values were computed from the NAD 83(1994) position.
 KN0405
 KN0405;                    North         East     Units Scale Factor Converg.
 KN0405;SPC UT C     - 2,104,320.247   488,471.506   MT  0.99994661   -0 05 08.1
 KN0405;SPC UT C     - 6,903,924.01  1,602,593.60   sFT  0.99994661   -0 05 08.1
 KN0405;UTM  12      - 4,347,253.953   445,346.212   MT  0.99963678   -0 24 03.9
 KN0405
 KN0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ4534647253(NAD 83)
 KN0405
 KN0405                          SUPERSEDED SURVEY CONTROL
 KN0405
 KN0405  NAD 83(1986)-  39 16 22.47666(N)    111 38 00.97988(W) AD(       ) 3
 KN0405  NAD 27      -  39 16 22.62300(N)    111 37 58.28400(W) AD(       ) 3
 KN0405
 KN0405.Superseded values are not recommended for survey control.
 KN0405
 KN0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0405.See file dsdata.pdf to determine how the superseded data were derived.
 KN0405
 KN0405_MARKER: 82 = FINIAL
 KN0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KN0405+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2004
 KN0405
 KN0405  HISTORY     - Date     Condition        Report By
 KN0405  HISTORY     - 1938     FIRST OBSERVED   CGS
 KN0405  HISTORY     - 20040724 GOOD             INDIV
 KN0405
 KN0405                          STATION DESCRIPTION
 KN0405
 KN0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0405'LIGHT ON FINIAL OF THE EAST TOWER OF THE MORMAN TEMPLE IN
 KN0405'MANTI, UTAH.  THE TEMPLE IS ON A LOW HILL AT THE NORTHEAST
 KN0405'EDGE OF MANTI, AND STANDS WELL ABOVE OTHER BUILDINGS IN THE
 KN0405'TOWN.
 KN0405
 KN0405                          STATION RECOVERY (2004)
 KN0405
 KN0405'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HDM)
 KN0405'TOWER OBSERVED DURING DAYLIGHT.  IT APPEARS THAN LIGHT ON FINIAL MAY
 KN0405'HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0429 ***********************************************************************
 KN0429  DESIGNATION -  MAPLE
 KN0429  PID         -  KN0429
 KN0429  STATE/COUNTY-  UT/SANPETE
 KN0429  COUNTRY     -  US
 KN0429  USGS QUAD   -  FOUNTAIN GREEN SOUTH (2017)
 KN0429
 KN0429                         *CURRENT SURVEY CONTROL
 KN0429  ______________________________________________________________________
 KN0429* NAD 83(1994) POSITION- 39 32 27.95543(N) 111 41 28.03179(W)   ADJUSTED
 KN0429* NAVD 88 ORTHO HEIGHT -  2599.7   (meters)     8529.    (feet) VERTCON3
 KN0429  ______________________________________________________________________
 KN0429  GEOID HEIGHT    -        -17.400 (meters)                     GEOID18
 KN0429  LAPLACE CORR    -         -4.47  (seconds)                    DEFLEC18
 KN0429  HORZ ORDER      -  THIRD
 KN0429
 KN0429.The horizontal coordinates were established by classical geodetic methods
 KN0429.and adjusted by the National Geodetic Survey in November 1997.
 KN0429
 KN0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0429
 KN0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0429.GEOID18 height accuracy estimate available here.
 KN0429
 KN0429.Click photographs - Photos may exist for this station.
 KN0429
 KN0429.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0429
 KN0429. The following values were computed from the NAD 83(1994) position.
 KN0429
 KN0429;                    North         East     Units Scale Factor Converg.
 KN0429;SPC UT C     - 2,134,101.969   483,572.266   MT  0.99991190   -0 07 20.7
 KN0429;SPC UT C     - 7,001,632.88  1,586,520.01   sFT  0.99991190   -0 07 20.7
 KN0429;UTM  12      - 4,377,053.717   440,612.924   MT  0.99964342   -0 26 24.0
 KN0429
 KN0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0429!SPC UT C     -   0.99959503  x   0.99991190  =   0.99950697
 KN0429!UTM  12      -   0.99959503  x   0.99964342  =   0.99923859
 KN0429
 KN0429:                Primary Azimuth Mark                     Grid Az
 KN0429:SPC UT C     -  MORONI                                   348 07 02.3
 KN0429:UTM  12      -  MORONI                                   348 26 05.6
 KN0429
 KN0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ4061277053(NAD 83)
 KN0429
 KN0429|---------------------------------------------------------------------|
 KN0429| PID    Reference Object                     Distance      Geod. Az  |
 KN0429|                                                           dddmmss.s |
 KN0429| KN0403 RIO GRANDE WT                       APPROX.16.0 KM 1141953.0 |
 KN0429| KN0430 MORONI                              APPROX. 5.0 KM 3475941.6 |
 KN0429|---------------------------------------------------------------------|
 KN0429
 KN0429                          SUPERSEDED SURVEY CONTROL
 KN0429
 KN0429  NAD 83(1993)-  39 32 27.94506(N)    111 41 28.02495(W) AD(       ) 3
 KN0429  NAD 83(1986)-  39 32 27.94387(N)    111 41 28.02512(W) AD(       ) 3
 KN0429  NAD 27      -  39 32 28.09346(N)    111 41 25.29914(W) AD(       ) 3
 KN0429  NGVD 29 (07/19/86) 2598.4    (m)         8525.     (f) VERT ANG       
 KN0429
 KN0429.Superseded values are not recommended for survey control.
 KN0429
 KN0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0429.See file dsdata.pdf to determine how the superseded data were derived.
 KN0429
 KN0429_MARKER: DD = SURVEY DISK
 KN0429_SETTING: 0 = UNSPECIFIED SETTING
 KN0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0429
 KN0429  HISTORY     - Date     Condition        Report By
 KN0429  HISTORY     - 1950     MONUMENTED       USGS
 KN0429
 KN0429                          STATION DESCRIPTION
 KN0429
 KN0429'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KN0429'LOCATED ABOUT 6 MI. W. OF MORONI, 0.7 MI. S. OF MAPLE CANYON, ON
 KN0429'HIGHEST PART OF BARE FLAT TOP ALONG E. RIM OF SAN PITCH MOUNTAINS.
 KN0429'
 KN0429'TO REACH FROM POST OFFICE IN WALES, GO S. 0.25 MI. TO STREET, TURN
 KN0429'RIGHT W. AND FOLLOW STREET AND THEN MAIN TRAVELED  DIRT RD. WESTERLY
 KN0429'UP CANYON 3.9 MI. TO RD. FORK, TAKE RIGHT FORK FOR 4.1 MI. TO FORKS,
 KN0429'TAKE RIGHT FORK 0.9 MI.TO TOP AND STATION SITE.  RD. PASSES ABOUT
 KN0429'150 FT. TO W. OF STATION.  STATION SITE IS VISIBLE FROM RD.
 KN0429'
 KN0429'STATION MARK - STANDARD TABLET STAMPED ---MAPLE 1950--- SET IN
 KN0429'CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND.
 KN0429'
 KN0429'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.1--
 KN0429'WELDED TO TOP OF 2 IN. PIPE AND HELD FIRM IN CONCRETE MASS, 74.11 FT.
 KN0429'FROM STATION MARK, S 16 DEG 40 MIN E.
 KN0429'
 KN0429'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.2--
 KN0429'CEMENTED IN CENTER OF OLD CAIRN, 53.79 FT. FROM STATION MARK,
 KN0429'S 86 DEG 59 MIN W.
 KN0429'
 KN0429'NOTE BY USGS IN 1964 - REFERENCE MARK NO.1 WAS FOUND TO BE LOOSE,
 KN0429'REFERENCE MARK NO.2 WAS NOT RECOVERED, BUT A USDA TABLET WAS FOUND IN
 KN0429'ABOUT 1 FT. OF AREA DESCRIBED FOUND FOR REFERENCE MARK NO.2
 KN0429'
 KN0429'USDA TABLET STAMPED ---T14S 3 R2E 1925---, 54.39 FT. FROM STATION
 KN0429'MARK, S 86 DEG 16 MIN 31 SEC W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DQ8876 ***********************************************************************
 DQ8876  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ8876  CORS        -  This is a GPS Continuously Operating Reference Station.
 DQ8876  DESIGNATION -  MAPLETON UT CORS ARP
 DQ8876  CORS_ID     -  UTMN
 DQ8876  PID         -  DQ8876
 DQ8876  STATE/COUNTY-  UT/UTAH
 DQ8876  COUNTRY     -  US
 DQ8876  USGS QUAD   -  SPRINGVILLE (2017)
 DQ8876
 DQ8876                         *CURRENT SURVEY CONTROL
 DQ8876  ______________________________________________________________________
 DQ8876* NAD 83(2011) POSITION- 40 08 39.69946(N) 111 35 44.07516(W)   ADJUSTED
 DQ8876* NAD 83(2011) ELLIP HT-  1427.000 (meters)        (04/??/25)   ADJUSTED
 DQ8876* NAD 83(2011) EPOCH   -  2010.00
 DQ8876* NAVD 88 ORTHO HEIGHT -  1443.94  (meters)     4737.3   (feet) GPS OBS
 DQ8876  ______________________________________________________________________
 DQ8876  GEOID HEIGHT    -        -17.028 (meters)                     GEOID18
 DQ8876  NAD 83(2011) X  - -1,797,378.166 (meters)                     COMP
 DQ8876  NAD 83(2011) Y  - -4,540,683.244 (meters)                     COMP
 DQ8876  NAD 83(2011) Z  -  4,091,171.719 (meters)                     COMP
 DQ8876
 DQ8876  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ8876  Standards:
 DQ8876         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ8876            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ8876  -------------------------------------------------------------------
 DQ8876  NETWORK    0.13   0.32           0.05   0.06   0.16     -0.00705300
 DQ8876  -------------------------------------------------------------------
 DQ8876
 DQ8876.The coordinates were established by GPS observations
 DQ8876.and adjusted by the National Geodetic Survey in April 2025.
 DQ8876
 DQ8876.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ8876.been affixed to the stable North American Tectonic Plate. 
 DQ8876
 DQ8876.The coordinates are valid at the epoch date displayed above
 DQ8876.which is a decimal equivalence of Year/Month/Day.
 DQ8876
 DQ8876.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DQ8876.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DQ8876.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DQ8876.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DQ8876.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DQ8876.published epoch of 2010.00.
 DQ8876
 DQ8876.Additional information on MYCS is available at:
 DQ8876.https://geodesy.noaa.gov/CORS/index.shtml
 DQ8876
 DQ8876.The orthometric height was determined by GPS observations and a
 DQ8876.high-resolution geoid model using precise GPS observation and
 DQ8876.processing techniques.
 DQ8876
 DQ8876.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8876.GEOID18 height accuracy estimate available here.
 DQ8876
 DQ8876.The PID for the CORS L1 Phase Center is DQ8877.
 DQ8876
 DQ8876.Click photographs - Photos may exist for this station.
 DQ8876
 DQ8876.The XYZ, and position/ellipsoidal ht. are equivalent.
 DQ8876
 DQ8876.The ellipsoidal height was determined by GPS observations
 DQ8876.and is referenced to NAD 83.
 DQ8876
 DQ8876. The following values were computed from the NAD 83(2011) position.
 DQ8876
 DQ8876;                    North         East     Units Scale Factor Converg.
 DQ8876;SPC UT C     - 2,201,063.480   491,856.280   MT  0.99991336   -0 03 40.4
 DQ8876;SPC UT C     - 7,221,322.43  1,613,698.48   sFT  0.99991336   -0 03 40.4
 DQ8876;UTM  12      - 4,443,950.069   449,268.838   MT  0.99963168   -0 23 02.3
 DQ8876
 DQ8876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ8876!SPC UT C     -   0.99977619  x   0.99991336  =   0.99968957
 DQ8876!UTM  12      -   0.99977619  x   0.99963168  =   0.99940795
 DQ8876
 DQ8876_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4926843950(NAD 83)
 DQ8876
 DQ8876                          SUPERSEDED SURVEY CONTROL
 DQ8876
 DQ8876  NAD 83(2011)-  40 08 39.69932(N)    111 35 44.07514(W) AD(2010.00) c
 DQ8876  ELLIP H (08/??/19) 1426.981  (m)                       GP(2010.00) c c
 DQ8876  NAD 83(2011)-  40 08 39.69951(N)    111 35 44.07502(W) AD(2010.00) c
 DQ8876  ELLIP H (06/??/18) 1426.992  (m)                       GP(2010.00) c c
 DQ8876
 DQ8876.Superseded values are not recommended for survey control.
 DQ8876
 DQ8876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ8876.See file dsdata.pdf to determine how the superseded data were derived.
 DQ8876
 DQ8876_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DQ8876
 DQ8876                          STATION DESCRIPTION
 DQ8876
 DQ8876'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DQ8876'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DQ8876'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DQ8876'AND LOG FILES ACCESSIBLE AT:
 DQ8876'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0686 ***********************************************************************
 LN0686  DESIGNATION -  MARSH PEAK
 LN0686  PID         -  LN0686
 LN0686  STATE/COUNTY-  UT/UINTAH
 LN0686  COUNTRY     -  US
 LN0686  USGS QUAD   -  MARSH PEAK (2017)
 LN0686
 LN0686                         *CURRENT SURVEY CONTROL
 LN0686  ______________________________________________________________________
 LN0686* NAD 83(1994) POSITION- 40 42 39.50069(N) 109 49 43.08106(W)   ADJUSTED
 LN0686* NAVD 88 ORTHO HEIGHT -  3732.5   (meters)    12246.    (feet) VERTCON3
 LN0686  ______________________________________________________________________
 LN0686  GEOID HEIGHT    -        -13.135 (meters)                     GEOID18
 LN0686  LAPLACE CORR    -         -5.53  (seconds)                    DEFLEC18
 LN0686  HORZ ORDER      -  THIRD
 LN0686
 LN0686.The horizontal coordinates were established by classical geodetic methods
 LN0686.and adjusted by the National Geodetic Survey in November 1997.
 LN0686
 LN0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0686
 LN0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0686.GEOID18 height accuracy estimate available here.
 LN0686
 LN0686.Click photographs - Photos may exist for this station.
 LN0686
 LN0686.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0686
 LN0686. The following values were computed from the NAD 83(1994) position.
 LN0686
 LN0686;                    North         East     Units Scale Factor Converg.
 LN0686;SPC UT C     - 2,265,294.081   641,227.201   MT  1.00001574   +1 04 14.3
 LN0686;SPC UT C     - 7,432,052.33  2,103,759.58   sFT  1.00001574   +1 04 14.3
 LN0686;UTM  12      - 4,507,332.802   598,943.828   MT  0.99972050   +0 45 50.7
 LN0686
 LN0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0686!SPC UT C     -   0.99941689  x   1.00001574  =   0.99943262
 LN0686!UTM  12      -   0.99941689  x   0.99972050  =   0.99913756
 LN0686
 LN0686:                Primary Azimuth Mark                     Grid Az
 LN0686:SPC UT C     -  LEIDY PEAK                               354 43 31.0
 LN0686:UTM  12      -  LEIDY PEAK                               355 01 54.6
 LN0686
 LN0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL9894307332(NAD 83)
 LN0686
 LN0686|---------------------------------------------------------------------|
 LN0686| PID    Reference Object                     Distance      Geod. Az  |
 LN0686|                                                           dddmmss.s |
 LN0686| LN0694 LEIDY PEAK                          APPROX. 6.4 KM 3554745.3 |
 LN0686|---------------------------------------------------------------------|
 LN0686
 LN0686                          SUPERSEDED SURVEY CONTROL
 LN0686
 LN0686  NAD 83(1993)-  40 42 39.50097(N)    109 49 43.08127(W) AD(       ) 3
 LN0686  NAD 83(1986)-  40 42 39.48092(N)    109 49 43.06954(W) AD(       ) 3
 LN0686  NAD 27      -  40 42 39.64392(N)    109 49 40.52637(W) AD(       ) 3
 LN0686  NGVD 29 (07/19/86) 3730.8    (m)        12240.     (f) VERT ANG       
 LN0686
 LN0686.Superseded values are not recommended for survey control.
 LN0686
 LN0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0686.See file dsdata.pdf to determine how the superseded data were derived.
 LN0686
 LN0686_MARKER: DD = SURVEY DISK
 LN0686_SETTING: 66 = SET IN ROCK OUTCROP
 LN0686_MARK LOGO: USGS
 LN0686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0686+STABILITY: POSITION/ELEVATION WELL
 LN0686
 LN0686  HISTORY     - Date     Condition        Report By
 LN0686  HISTORY     - UNK      MONUMENTED       USGS
 LN0686  HISTORY     - 1961     GOOD             USGS
 LN0686
 LN0686                          STATION DESCRIPTION
 LN0686
 LN0686'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 LN0686'LOCATED ABOUT 4 MI. AIR W. OF RED CLOUD RANGER STATION, IN T.1 S.,
 LN0686'R.19 E., NEAR COR.SECS. 19,20,29 AND 30, NEAR HEADS OF N. AND E.
 LN0686'BRANCHES OF DRY FORK CREEK,WHICH FLOWS INTO ASHLEY CREEK, ON MARSH
 LN0686'PEAK ON EASTERN END OF THE UINTA RANGE WHICH RISES ABOVE THE TIMBER
 LN0686'LINE.
 LN0686'
 LN0686'REACHED BY HELICOPTER.
 LN0686'
 LN0686'STATION MARK - ALUMINIUM TABLET CEMENTED IN LARGE FLAT ROCK.
 LN0686'
 LN0686'REFERENCE MARK NO.1 - STANDARD TABLET STAMPED ---RM NO.1 MARSH PK
 LN0686'1961--- CEMENTED IN DRILL HOLE ON A FLAT ROCK.
 LN0686'
 LN0686'REFERENCE MARK NO.2 - 3/4 BY 1 IN. DEEP DRILL HOLE IN FLAT ROCK.
 LN0686'
 LN0686'CAIRN - OLD ROCK CAIRN, IN POOR CONDITION, THE CENTER AND TOP OF WHICH
 LN0686'IS 2.8 FT. ABOVE THE STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0488 ***********************************************************************
 JO0488  DESIGNATION -  MARYSVALE PEAK
 JO0488  PID         -  JO0488
 JO0488  STATE/COUNTY-  UT/PIUTE
 JO0488  COUNTRY     -  US
 JO0488  USGS QUAD   -  MARYSVALE PEAK (2017)
 JO0488
 JO0488                         *CURRENT SURVEY CONTROL
 JO0488  ______________________________________________________________________
 JO0488* NAD 83(1994) POSITION- 38 28 42.65234(N) 112 06 18.82342(W)   ADJUSTED
 JO0488* NAVD 88 ORTHO HEIGHT -  3281.6   (meters)    10766.    (feet) VERTCON3
 JO0488  ______________________________________________________________________
 JO0488  GEOID HEIGHT    -        -18.509 (meters)                     GEOID18
 JO0488  LAPLACE CORR    -         16.60  (seconds)                    DEFLEC18
 JO0488  HORZ ORDER      -  THIRD
 JO0488
 JO0488.The horizontal coordinates were established by classical geodetic methods
 JO0488.and adjusted by the National Geodetic Survey in November 1997.
 JO0488
 JO0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0488
 JO0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0488.GEOID18 height accuracy estimate available here.
 JO0488
 JO0488.Click photographs - Photos may exist for this station.
 JO0488
 JO0488.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0488
 JO0488. The following values were computed from the NAD 83(1994) position.
 JO0488
 JO0488;                    North         East     Units Scale Factor Converg.
 JO0488;SPC UT S     - 3,201,264.938   447,187.610   MT  1.00002468   -0 22 14.9
 JO0488;SPC UT S     -10,502,816.72  1,467,148.02   sFT  1.00002468   -0 22 14.9
 JO0488;UTM  12      - 4,259,487.957   403,596.420   MT  0.99971445   -0 41 15.9
 JO0488
 JO0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0488!SPC UT S     -   0.99948827  x   1.00002468  =   0.99951293
 JO0488!UTM  12      -   0.99948827  x   0.99971445  =   0.99920286
 JO0488
 JO0488:                Primary Azimuth Mark                     Grid Az
 JO0488:SPC UT S     -  FLAT                                     063 40 54.7
 JO0488:UTM  12      -  FLAT                                     063 59 55.7
 JO0488
 JO0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH0359659487(NAD 83)
 JO0488
 JO0488|---------------------------------------------------------------------|
 JO0488| PID    Reference Object                     Distance      Geod. Az  |
 JO0488|                                                           dddmmss.s |
 JO0488| CM5124 MARYSVALE PEAK RM 2                   9.839 METERS 01928     |
 JO0488| JO0473 FLAT                                APPROX. 8.1 KM 0631839.8 |
 JO0488| CM5125 MARYSVALE PEAK RM 3                   4.081 METERS 18125     |
 JO0488| CM5123 MARYSVALE PEAK RM 1                   2.252 METERS 32150     |
 JO0488|---------------------------------------------------------------------|
 JO0488
 JO0488                          SUPERSEDED SURVEY CONTROL
 JO0488
 JO0488  NAD 83(1986)-  38 28 42.64736(N)    112 06 18.82150(W) AD(       ) 3
 JO0488  NAD 27      -  38 28 42.71200(N)    112 06 16.10800(W) AD(       ) 3
 JO0488  USSD        -  38 28 43.47400(N)    112 06 16.87300(W) AD(       ) 3
 JO0488  NGVD 29 (07/19/86) 3280.0    (m)        10761.     (f) VERT ANG       
 JO0488
 JO0488.Superseded values are not recommended for survey control.
 JO0488
 JO0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0488.See file dsdata.pdf to determine how the superseded data were derived.
 JO0488
 JO0488_MARKER: B = BOLT
 JO0488_SETTING: 66 = SET IN ROCK OUTCROP
 JO0488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0488+STABILITY: POSITION/ELEVATION WELL
 JO0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0488+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2022
 JO0488
 JO0488  HISTORY     - Date     Condition        Report By
 JO0488  HISTORY     - 1919     MONUMENTED       USFS
 JO0488  HISTORY     - 20220924 GOOD             INDIV
 JO0488
 JO0488                          STATION DESCRIPTION
 JO0488
 JO0488'DESCRIBED BY US FOREST SERVICE 1919 (GDC)
 JO0488'ABOUT 10 MILES EAST AND A LITTLE NORTH OF MARYSVALE, ON A SHARP
 JO0488'BARE POINT ON THE SOUTH SPUR OF MARYSVALE PEAK.  THE MAIN TOP
 JO0488'OF THE MOUNTAIN IS ABOUT 1/4 MILE NORTH OF THE STATION.  A TRAIL
 JO0488'FROM THE ROAD AT THE FOOT OF THE MOUNTAIN ON THE SOUTHWEST SIDE
 JO0488'ENDS AT A LARGE PROSPECT HOLE ABOUT 1/4 MILE SOUTHWEST OF THE
 JO0488'STATION.  STATION IS MARKED BY A BOLT CEMENTED IN THE ROCK AND
 JO0488'SURMOUNTED BY A POLE SIGNAL WITH A SMALL CAIRN AROUND ITS BASE.
 JO0488'THREE REFERENCE STONES, EACH MARKED WITH A CROSS, WERE SET.
 JO0488'THE FOLLOWING DIRECTIONS WERE OBSERVED--BELKNAP, 0 DEG 00 MIN
 JO0488'00 SEC.  FIRST REFERENCE STONE, 2.252 METERS (7.39 FEET), 65 DEG
 JO0488'30 MIN 10 SEC.  SECOND REFERENCE STONE, 9.839 METERS (32.28
 JO0488'FEET), 123 DEG 08 MIN 30 SEC.  AND THIRD REFERENCE STONE, 4.081
 JO0488'METERS (13.39 FEET), 285 DEG 05 MIN 40 SEC.
 JO0488
 JO0488                          STATION RECOVERY (2022)
 JO0488
 JO0488'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2022 (TWG)
 JO0488'THE MARK WAS RECOVERED AS DESCRIBED, BUT AFTER EXTENSIVE SEARCHING,
 JO0488'NEITHER REFERENCE MARK WAS FOUND.  THE SUMMIT ROCKS ARE HEAVILY
 JO0488'FRACTURED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DI2242 ***********************************************************************
 DI2242  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI2242  DESIGNATION -  MARYSVALE_UT2006 CORS ARP
 DI2242  CORS_ID     -  P009
 DI2242  PID         -  DI2242
 DI2242  STATE/COUNTY-  UT/PIUTE
 DI2242  COUNTRY     -  US
 DI2242  USGS QUAD   -  MARYSVALE (2017)
 DI2242
 DI2242                         *CURRENT SURVEY CONTROL
 DI2242  ______________________________________________________________________
 DI2242* NAD 83(2011) POSITION- 38 28 47.73226(N) 112 13 21.72480(W)   ADJUSTED
 DI2242* NAD 83(2011) ELLIP HT-  1762.278 (meters)        (04/??/25)   ADJUSTED
 DI2242* NAD 83(2011) EPOCH   -  2010.00
 DI2242  ______________________________________________________________________
 DI2242  GEOID HEIGHT    -        -19.127 (meters)                     GEOID18
 DI2242  NAD 83(2011) X  - -1,891,354.095 (meters)                     COMP
 DI2242  NAD 83(2011) Y  - -4,629,377.735 (meters)                     COMP
 DI2242  NAD 83(2011) Z  -  3,948,381.770 (meters)                     COMP
 DI2242
 DI2242  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI2242  Standards:
 DI2242         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI2242            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI2242  -------------------------------------------------------------------
 DI2242  NETWORK    0.21   0.19           0.07   0.09   0.10     -0.41629900
 DI2242  -------------------------------------------------------------------
 DI2242
 DI2242.The coordinates were established by GPS observations
 DI2242.and adjusted by the National Geodetic Survey in April 2025.
 DI2242
 DI2242.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI2242.been affixed to the stable North American Tectonic Plate. 
 DI2242
 DI2242.The coordinates are valid at the epoch date displayed above
 DI2242.which is a decimal equivalence of Year/Month/Day.
 DI2242
 DI2242.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DI2242.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DI2242.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DI2242.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DI2242.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DI2242.published epoch of 2010.00.
 DI2242
 DI2242.Additional information on MYCS is available at:
 DI2242.https://geodesy.noaa.gov/CORS/index.shtml
 DI2242
 DI2242.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI2242.GEOID18 height accuracy estimate available here.
 DI2242
 DI2242.The PID for the CORS L1 Phase Center is DR7723.
 DI2242
 DI2242.Click photographs - Photos may exist for this station.
 DI2242
 DI2242.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI2242
 DI2242.The ellipsoidal height was determined by GPS observations
 DI2242.and is referenced to NAD 83.
 DI2242
 DI2242. The following values were computed from the NAD 83(2011) position.
 DI2242
 DI2242;                    North         East     Units Scale Factor Converg.
 DI2242;SPC UT S     - 3,201,494.356   436,938.323   MT  1.00002498   -0 26 34.0
 DI2242;SPC UT S     -10,503,569.40  1,433,521.81   sFT  1.00002498   -0 26 34.0
 DI2242;UTM  12      - 4,259,774.084   393,351.613   MT  0.99974007   -0 45 39.2
 DI2242
 DI2242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI2242!SPC UT S     -   0.99972357  x   1.00002498  =   0.99974854
 DI2242!UTM  12      -   0.99972357  x   0.99974007  =   0.99946371
 DI2242
 DI2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH9335159774(NAD 83)
 DI2242
 DI2242                          SUPERSEDED SURVEY CONTROL
 DI2242
 DI2242  NAD 83(2011)-  38 28 47.73252(N)    112 13 21.72462(W) AD(2010.00) c
 DI2242  ELLIP H (08/??/21) 1762.281  (m)                       GP(2010.00) c c
 DI2242  NAD 83(2011)-  38 28 47.73281(N)    112 13 21.72538(W) AD(2010.00) c
 DI2242  ELLIP H (05/??/21) 1762.281  (m)                       GP(2010.00) c c
 DI2242  NAD 83(2011)-  38 28 47.73265(N)    112 13 21.72565(W) AD(2010.00) c
 DI2242  ELLIP H (06/??/19) 1762.281  (m)                       GP(2010.00) c c
 DI2242  NAD 83(2011)-  38 28 47.73278(N)    112 13 21.72547(W) AD(2010.00) c
 DI2242  NAD 83(2011)-  38 28 47.73269(N)    112 13 21.72562(W) AD(2010.00) c
 DI2242  ELLIP H (08/??/11) 1762.278  (m)                       GP(2010.00) c c
 DI2242  NAD 83(CORS)-  38 28 47.73255(N)    112 13 21.72532(W) AD(2002.00) c
 DI2242  ELLIP H (11/??/06) 1762.281  (m)                       GP(2002.00) c c
 DI2242
 DI2242.Superseded values are not recommended for survey control.
 DI2242
 DI2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI2242.See file dsdata.pdf to determine how the superseded data were derived.
 DI2242
 DI2242_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI2242
 DI2242                          STATION DESCRIPTION
 DI2242
 DI2242'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DI2242'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DI2242'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DI2242'AND LOG FILES ACCESSIBLE AT:
 DI2242'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DI2244 ***********************************************************************
 DI2244  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI2244  DESIGNATION -  MARYSVALE_UT2006 CORS GRP
 DI2244  CORS_ID     -  P009
 DI2244  PID         -  DI2244
 DI2244  STATE/COUNTY-  UT/PIUTE
 DI2244  COUNTRY     -  US
 DI2244  USGS QUAD   -  MARYSVALE (2017)
 DI2244
 DI2244                         *CURRENT SURVEY CONTROL
 DI2244  ______________________________________________________________________
 DI2244* NAD 83(2011) POSITION- 38 28 47.73226(N) 112 13 21.72480(W)   ADJUSTED
 DI2244* NAD 83(2011) ELLIP HT-  1762.269 (meters)        (04/??/25)   ADJUSTED
 DI2244* NAD 83(2011) EPOCH   -  2010.00
 DI2244  ______________________________________________________________________
 DI2244  GEOID HEIGHT    -        -19.127 (meters)                     GEOID18
 DI2244  NAD 83(2011) X  - -1,891,354.093 (meters)                     COMP
 DI2244  NAD 83(2011) Y  - -4,629,377.729 (meters)                     COMP
 DI2244  NAD 83(2011) Z  -  3,948,381.765 (meters)                     COMP
 DI2244  LAPLACE CORR    -          6.14  (seconds)                    DEFLEC18
 DI2244
 DI2244  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI2244  Standards:
 DI2244         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI2244            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI2244  -------------------------------------------------------------------
 DI2244  NETWORK    0.21   0.19           0.07   0.09   0.10     -0.41629900
 DI2244  -------------------------------------------------------------------
 DI2244
 DI2244.The horizontal coordinates were established by GPS observations
 DI2244.and adjusted by the National Geodetic Survey in April 2025.
 DI2244
 DI2244.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI2244.been affixed to the stable North American Tectonic Plate. 
 DI2244
 DI2244.The horizontal coordinates are valid at the epoch date displayed above
 DI2244.which is a decimal equivalence of Year/Month/Day.
 DI2244
 DI2244.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DI2244.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DI2244.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DI2244.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DI2244.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DI2244.published epoch of 2010.00.
 DI2244
 DI2244.Additional information on MYCS is available at:
 DI2244.https://geodesy.noaa.gov/CORS/index.shtml
 DI2244
 DI2244.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI2244.GEOID18 height accuracy estimate available here.
 DI2244
 DI2244.Click photographs - Photos may exist for this station.
 DI2244
 DI2244.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI2244
 DI2244.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI2244
 DI2244.The ellipsoidal height was determined by GPS observations
 DI2244.and is referenced to NAD 83.
 DI2244
 DI2244. The following values were computed from the NAD 83(2011) position.
 DI2244
 DI2244;                    North         East     Units Scale Factor Converg.
 DI2244;SPC UT S     - 3,201,494.356   436,938.323   MT  1.00002498   -0 26 34.0
 DI2244;SPC UT S     -10,503,569.40  1,433,521.81   sFT  1.00002498   -0 26 34.0
 DI2244;UTM  12      - 4,259,774.084   393,351.613   MT  0.99974007   -0 45 39.2
 DI2244
 DI2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI2244!SPC UT S     -   0.99972357  x   1.00002498  =   0.99974854
 DI2244!UTM  12      -   0.99972357  x   0.99974007  =   0.99946371
 DI2244
 DI2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH9335159774(NAD 83)
 DI2244
 DI2244                          SUPERSEDED SURVEY CONTROL
 DI2244
 DI2244  NAD 83(2011)-  38 28 47.73252(N)    112 13 21.72462(W) AD(2010.00) A
 DI2244  ELLIP H (08/??/21) 1762.273  (m)                       GP(2010.00) 4 1
 DI2244  NAD 83(2011)-  38 28 47.73281(N)    112 13 21.72538(W) AD(2010.00) A
 DI2244  ELLIP H (05/??/21) 1762.273  (m)                       GP(2010.00) 4 1
 DI2244  NAD 83(2011)-  38 28 47.73265(N)    112 13 21.72565(W) AD(2010.00) A
 DI2244  ELLIP H (06/??/19) 1762.273  (m)                       GP(2010.00) 4 1
 DI2244  NAD 83(2011)-  38 28 47.73269(N)    112 13 21.72562(W) AD(2010.00) A
 DI2244  ELLIP H (08/??/11) 1762.269  (m)                       GP(2010.00) 4 1
 DI2244  NAD 83(CORS)-  38 28 47.73255(N)    112 13 21.72532(W) AD(2002.00) A
 DI2244  ELLIP H (11/??/06) 1762.273  (m)                       GP(2002.00) 4 1
 DI2244
 DI2244.Superseded values are not recommended for survey control.
 DI2244
 DI2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI2244.See file dsdata.pdf to determine how the superseded data were derived.
 DI2244
 DI2244_STAMPING: UNKNOWN
 DI2244
 DI2244                          STATION DESCRIPTION
 DI2244
 DI2244'THIS MONUMENT IS ASSOCIATED WITH STATION 'P009'
 DI2244'AND IS A PART OF THE NOAA CORS NETWORK (NCN). LATEST INFORMATION
 DI2244'INCLUDING POSITIONS AND VEOCITIES ARE AVAILABLE IN THE COORDINATE
 DI2244'AND LOG FILES ACCESSIBLE AT:
 DI2244'https://geodesy.noaa.gov/CORS/index.shtml
 DI2244'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0763 ***********************************************************************
 MS0763  DESIGNATION -  MATLIN ET
 MS0763  PID         -  MS0763
 MS0763  STATE/COUNTY-  UT/BOX ELDER
 MS0763  COUNTRY     -  US
 MS0763  USGS QUAD   -  MATLIN (2017)
 MS0763
 MS0763                         *CURRENT SURVEY CONTROL
 MS0763  ______________________________________________________________________
 MS0763* NAD 83(1994) POSITION- 41 36 21.05865(N) 113 15 14.03880(W)   ADJUSTED
 MS0763* NAVD 88 ORTHO HEIGHT -  1433.62  (+/-2cm)     4703.5   (feet) VERTCON3
 MS0763  ______________________________________________________________________
 MS0763  GEOID HEIGHT    -        -15.927 (meters)                     GEOID18
 MS0763  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 MS0763  HORZ ORDER      -  SECOND
 MS0763  VERT ORDER      -  THIRD ? (See Below)
 MS0763
 MS0763.The horizontal coordinates were established by classical geodetic methods
 MS0763.and adjusted by the National Geodetic Survey in November 1997.
 MS0763
 MS0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0763
 MS0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0763.GEOID18 height accuracy estimate available here.
 MS0763
 MS0763.The vertical order pertains to the NGVD 29 superseded value.
 MS0763
 MS0763.Click photographs - Photos may exist for this station.
 MS0763
 MS0763.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0763
 MS0763. The following values were computed from the NAD 83(1994) position.
 MS0763
 MS0763;                    North         East     Units Scale Factor Converg.
 MS0763;SPC UT N     - 1,142,791.040   353,808.238   MT  0.99997601   -1 09 23.2
 MS0763;SPC UT N     - 3,749,306.94  1,160,785.86   sFT  0.99997601   -1 09 23.2
 MS0763;UTM  12      - 4,608,469.266   312,184.107   MT  1.00003411   -1 29 49.3
 MS0763
 MS0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0763!SPC UT N     -   0.99977769  x   0.99997601  =   0.99975370
 MS0763!UTM  12      -   0.99977769  x   1.00003411  =   0.99981179
 MS0763
 MS0763:                Primary Azimuth Mark                     Grid Az
 MS0763:SPC UT N     -  KELTON                                   002 11 28.2
 MS0763:UTM  12      -  KELTON                                   002 31 54.3
 MS0763
 MS0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM1218408469(NAD 83)
 MS0763
 MS0763|---------------------------------------------------------------------|
 MS0763| PID    Reference Object                     Distance      Geod. Az  |
 MS0763|                                                           dddmmss.s |
 MS0763| MS0761 KELTON                              APPROX.10.0 KM 0010205.0 |
 MS0763|---------------------------------------------------------------------|
 MS0763
 MS0763                          SUPERSEDED SURVEY CONTROL
 MS0763
 MS0763  NAD 83(1986)-  41 36 21.04876(N)    113 15 14.02273(W) AD(       ) 2
 MS0763  NAD 27      -  41 36 21.32722(N)    113 15 11.04939(W) AD(       ) 2
 MS0763  NGVD 29            1432.58   (m)         4700.1    (f) LEVELING    3  
 MS0763
 MS0763.Superseded values are not recommended for survey control.
 MS0763
 MS0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0763.See file dsdata.pdf to determine how the superseded data were derived.
 MS0763
 MS0763_MARKER: DD = SURVEY DISK
 MS0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0763_STAMPING: MATLIN ET 1966
 MS0763_MARK LOGO: USGS
 MS0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0763+STABILITY: SURFACE MOTION
 MS0763
 MS0763  HISTORY     - Date     Condition        Report By
 MS0763  HISTORY     - 1966     MONUMENTED       USGS
 MS0763
 MS0763                          STATION DESCRIPTION
 MS0763
 MS0763'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (RFW)
 MS0763'LOCATED ABOUT 15 MI. (AIRLINE) SE. OF PARK VALLEY.  ABOUT 16.5
 MS0763'MI. NW. OF DOLPHIN ISLAND.  ABOUT 12.5 MI. SE. OF KELTON.  ON
 MS0763'A LOW RIDGE, IN THE CENTER OF A DIM RD. JUNCTION.
 MS0763'
 MS0763'REACHED BY HELICOPTER.  TO REACH FROM THE OLD TOWNSITE OF
 MS0763'KELTON, DRIVE NW. FOR 0.1 MI. TO A FORK.  TAKE LEFT FORK FOR
 MS0763'2.2 MI. TO A FORK.  CONTINUE STRAIGHT AHEAD ON RIGHT FORK
 MS0763'AND DRIVE 4.8 MI. TO A FORK AT TOP OF RIDGE AND SIGN PEPLIN
 MS0763'POND.  TURN LEFT AND DRIVE 2.4 MI. TO OLD RR. GRADE.  TURN RIGHT
 MS0763'ON GRADE AND DRIVE 3.8 MI. TO A TRAIL TO RIGHT.  TURN RIGHT AND
 MS0763'DRIVE 0.3 MI. TO A DIM TRAIL ON LEFT.  TURN LEFT AND DRIVE
 MS0763'0.4 MI. TO A CROSSROADS.  CONTINUE STRAIGHT AHEAD FOR 0.1 MI.
 MS0763'TO A DIM FORK AND STATION IN CENTER OF FORK.  AN IRON
 MS0763'FENCEPOST AND WITNESS SIGN ARE BESIDE STATION MARK.
 MS0763'
 MS0763'STATION MARK--A TABLET STAMPED MATLIN ET 1966 IN POST POURED
 MS0763'IN PLACE 0.3 FT. BELOW GROUND SURFACE AND IN A PIECE OF BLACK
 MS0763'SOIL PIPE PROJECTING ABOUT 0.3 FT. ABOVE GROUND LEVEL.
 MS0763'
 MS0763'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0455 ***********************************************************************
 KN0455  DESIGNATION -  MAUD
 KN0455  PID         -  KN0455
 KN0455  STATE/COUNTY-  UT/DUCHESNE
 KN0455  COUNTRY     -  US
 KN0455  USGS QUAD   -  PINNACLE CANYON (2017)
 KN0455
 KN0455                         *CURRENT SURVEY CONTROL
 KN0455  ______________________________________________________________________
 KN0455* NAD 83(1994) POSITION- 39 50 33.49816(N) 110 00 36.98968(W)   ADJUSTED
 KN0455* NAVD 88 ORTHO HEIGHT -  2039.    (meters)     6690.    (feet) VERTCON3
 KN0455  ______________________________________________________________________
 KN0455  GEOID HEIGHT    -        -17.572 (meters)                     GEOID18
 KN0455  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 KN0455  HORZ ORDER      -  FIRST
 KN0455
 KN0455.The horizontal coordinates were established by classical geodetic methods
 KN0455.and adjusted by the National Geodetic Survey in November 1997.
 KN0455
 KN0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0455
 KN0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0455.GEOID18 height accuracy estimate available here.
 KN0455
 KN0455.Click photographs - Photos may exist for this station.
 KN0455
 KN0455.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0455
 KN0455. The following values were computed from the NAD 83(1994) position.
 KN0455
 KN0455;                    North         East     Units Scale Factor Converg.
 KN0455;SPC UT C     - 2,168,622.426   627,486.112   MT  0.99989883   +0 57 15.4
 KN0455;SPC UT C     - 7,114,888.74  2,058,677.35   sFT  0.99989883   +0 57 15.4
 KN0455;UTM  12      - 4,410,760.446   584,677.009   MT  0.99968827   +0 38 02.9
 KN0455
 KN0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0455!SPC UT C     -   0.99968295  x   0.99989883  =   0.99958181
 KN0455!UTM  12      -   0.99968295  x   0.99968827  =   0.99937132
 KN0455
 KN0455:                Primary Azimuth Mark                     Grid Az
 KN0455:SPC UT C     -  MAUD AZ MK                               306 39 34.1
 KN0455:UTM  12      -  MAUD AZ MK                               306 58 46.6
 KN0455
 KN0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK8467710760(NAD 83)
 KN0455
 KN0455|---------------------------------------------------------------------|
 KN0455| PID    Reference Object                     Distance      Geod. Az  |
 KN0455|                                                           dddmmss.s |
 KN0455| CM7613 MAUD RM 2                            10.980 METERS 21923     |
 KN0455| CM7612 MAUD RM 1                             8.064 METERS 29750     |
 KN0455| CM7611 MAUD AZ MK                                         3073649.5 |
 KN0455|---------------------------------------------------------------------|
 KN0455
 KN0455                          SUPERSEDED SURVEY CONTROL
 KN0455
 KN0455  NAD 83(1993)-  39 50 33.48035(N)    110 00 36.98876(W) AD(       ) 1
 KN0455  NAD 83(1986)-  39 50 33.47508(N)    110 00 36.98195(W) AD(       ) 1
 KN0455  NAD 27      -  39 50 33.60700(N)    110 00 34.44200(W) AD(       ) 1
 KN0455  NGVD 29 (07/19/86) 2038.     (m)         6686.     (f) VERT ANG       
 KN0455
 KN0455.Superseded values are not recommended for survey control.
 KN0455
 KN0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0455.See file dsdata.pdf to determine how the superseded data were derived.
 KN0455
 KN0455_MARKER: DS = TRIANGULATION STATION DISK
 KN0455_SETTING: 66 = SET IN ROCK OUTCROP
 KN0455
 KN0455  HISTORY     - Date     Condition        Report By
 KN0455  HISTORY     - 1936     MONUMENTED       CGS
 KN0455  HISTORY     - 1966     GOOD             USGS
 KN0455
 KN0455                          STATION DESCRIPTION
 KN0455
 KN0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 KN0455'ABOUT 33-1/2 MILES (AIR LINE) DUE SOUTH OF TOWN OF ROOSEVELT,
 KN0455'NEAR SOUTHEAST CORNER OF DUCHESNE COUNTY, IN NORTHEAST
 KN0455'CORNER OF SEC. 33, T 11 S., R. 17 E., ON FIRST HIGH RANGE
 KN0455'OF HILLS NORTH OF MINNIE MAUD CREEK, AT EAST END OF BAD LAND
 KN0455'CLIFFS, ABOUT 4 MILES WEST OF WHERE MINNIE MAUD CREEK EMPTIES
 KN0455'INTO GREEN RIVER, ON MIDDLE ONE OF THREE HILLS ABOUT 1/4 MILE
 KN0455'APART.  STATION HILL DROPS OFF TO MINNIE MAUD CREEK VERY
 KN0455'SHARPLY, AND CLIFFS ARE ALMOST VERTICAL.  TO REACH
 KN0455'STATION FROM PARIETTE GILSONITE MINE (SEE DESCRIPTION OF
 KN0455'STATION BENCH), KEEP TO MAIN FORK OVER CREEK AND FOLLOW
 KN0455'UNIMPROVED ROAD SOUTHEAST 1.8 MILES TO FORK IN WASH.  TAKE
 KN0455'LEFT FORK (SOUTH) UP OUT OF WASH 0.3 MILE TO OLD MINE
 KN0455'AND STEAM BOILER ON RIGHT.  CONTINUE ON MAIN-TRAVELED ROAD
 KN0455'EAST AND SOUTH 0.45 MILE TO FORK AND OLD MINE ON RIGHT.
 KN0455'TAKE LEFT FORK AND FOLLOW MAIN-TRAVELED ROAD STRAIGHT AHEAD
 KN0455'2.0 MILES TO FORK AND U.S.B.M. ON LEFT (ELEVATION, 5,188.6
 KN0455'FEET).  TAKE LEFT FORK AND GO SOUTHEAST AND EAST 3.7 MILES.
 KN0455'TAKE RIGHT FORK AND GO SOUTHEAST 0.25 MILE.  TAKE RIGHT FORK
 KN0455'AND GO 0.05 MILE TO DIM FORK.  GO STRAIGHT AHEAD (SOUTH) ON
 KN0455'LEFT FORK 2.0 MILES TO STATION BENCH ON LEFT SIDE OF ROAD.
 KN0455'CONTINUE SOUTH AND SOUTHWEST ON MAIN-TRAVELED UNIMPROVED ROAD
 KN0455'2.6 MILES TO DIM FORK JUST EAST OF ROCKY HILL WITH ROCK CAIRN
 KN0455'ON IT.  TAKE LEFT FORK AND FOLLOW DIM TRACK ROAD SOUTH 0.3
 KN0455'MILE TO WHERE WELL-TRAVELED ROAD COMES IN FROM RIGHT.  FOLLOW
 KN0455'WELL-MADE ROAD SOUTHEAST 0.25 MILE TO FORK.  FOLLOW RIGHT FORK
 KN0455'0.35 MILE.  TAKE LEFT FORK AND GO 1.0 MILE.  CONTINUE STRAIGHT
 KN0455'AHEAD ON LEFT FORK 1.35 MILES TO WHERE ROAD LEAVES WASH.  TURN
 KN0455'LEFT UP HILL OUT OF WASH ON MAIN-TRAVELED ROAD AND GO 1.3
 KN0455'MILES TO FORK.  TAKE LEFT FORK AND GO 3.4 MILES TO FORK IN
 KN0455'BOTTOM OF DRAW.  TAKE RIGHT FORK AND GO 0.4 MILE TO WHERE DRAW
 KN0455'FORKS.  FOLLOW LEFT FORK UP DRAW 1.35 MILES TO DIM FORK.  TAKE LEFT
 KN0455'FORK AND GO SOUTHEAST 0.35 MILE.  FOLLOW RIGHT FORK SOUTHEAST
 KN0455'0.25 MILE TO TOP OF RIDGE.  CONTINUE DOWN HILL SOUTHEAST 0.8 MILE
 KN0455'TO SMALL WASH COMING IN ON RIGHT AND LARGE ROCK WITH SEVERAL
 KN0455'SMALL ROCKS ON IT, AND SMALL TRIANGLE ON LARGE ROCK ON RIGHT
 KN0455'SIDE OF ROAD.  LEAVE MAIN ROAD, TURN TO RIGHT AND GO WEST
 KN0455'UP BOTTOM OF WASH 0.2 MILE TO WHERE SEVERAL LARGE ROCKS
 KN0455'STAND ON END.  THESE ROCKS ARE ON END OF SMALL RIDGE ABOUT 50
 KN0455'YARDS UP TO LEFT OF WASH.  LEAVE WASH, TURN LEFT TO ROCKS
 KN0455'STANDING ON END AND DRIVE UP RIDGE TO SOUTHWEST 0.5 MILE TO
 KN0455'CAIRN BUILT OF WHITE BONES.  FROM BONE CAIRN, LEAVE RIDGE,
 KN0455'TURN LEFT AND GO SOUTH ACROSS SAGEBRUSH DRAW 0.3 MILE TO
 KN0455'SHEEP TRAIL ON NORTH SLOPE OF RIDGE WHICH DROPS OFF INTO MINNIE
 KN0455'MAUD CREEK ON SOUTH.  TURN LEFT AND FOLLOW SHEEP TRAIL
 KN0455'EAST 0.1 MILE TO BONE CAIRN.  CONTINUE EAST ALONG RIM 1.8
 KN0455'MILES TO SADDLE AND END OF TRUCK TRAVEL.  PACK EAST UP HILL
 KN0455'TO TOP AND STATION.  ABOUT 5-MINUTE PACK.  STATION MARK IS
 KN0455'STANDARD DISK IN OUTCROPPING BEDROCK.  REFERENCE
 KN0455'MARK NO. 1 IS STANDARD DISK IN BOULDER, ON RIM OF
 KN0455'CANYON, 8.063 METERS (26.45 FEET) NORTHWEST OF STATION
 KN0455'N 62 DEG 10 MIN W.  REFERENCE MARK NO. 2 IS STANDARD DISK
 KN0455'IN OUTCROPPING BEDROCK, 10.981 METERS (36.03 FEET)
 KN0455'WEST-SOUTHWEST OF STATION S 39 DEG 23 MIN W.  DISTANCE
 KN0455'BETWEEN REFERENCE MARKS IS 40.23 FEET.  AZIMUTH MARK IS
 KN0455'STANDARD DISK IN OUTCROPPING BEDROCK, ON ROCK LEDGE
 KN0455'ABOUT 10 FEET FROM CANYON RIM OF MINNIE MAUD CREEK, AND
 KN0455'ABOUT 0.5 MILE NORTHWEST OF STATION N 52 DEG 23 MIN W.
 KN0455
 KN0455                          STATION RECOVERY (1966)
 KN0455
 KN0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0455'RECOVERED.
 KN0455'
 KN0455'STATION MARK--STANDARD DISK, IN OUTCROPPING BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0442 ***********************************************************************
 KO0442  DESIGNATION -  MCDOWELL
 KO0442  PID         -  KO0442
 KO0442  STATE/COUNTY-  UT/JUAB
 KO0442  COUNTRY     -  US
 KO0442  USGS QUAD   -  PICTURE ROCK HILLS (2017)
 KO0442
 KO0442                         *CURRENT SURVEY CONTROL
 KO0442  ______________________________________________________________________
 KO0442* NAD 83(1994) POSITION- 39 44 23.11264(N) 112 55 58.75335(W)   ADJUSTED
 KO0442* NAVD 88 ORTHO HEIGHT -  1987.0   (meters)     6519.    (feet) VERTCON3
 KO0442  ______________________________________________________________________
 KO0442  GEOID HEIGHT    -        -19.060 (meters)                     GEOID18
 KO0442  LAPLACE CORR    -          4.69  (seconds)                    DEFLEC18
 KO0442  HORZ ORDER      -  THIRD
 KO0442
 KO0442.The horizontal coordinates were established by classical geodetic methods
 KO0442.and adjusted by the National Geodetic Survey in June 1998.
 KO0442
 KO0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0442
 KO0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0442.GEOID18 height accuracy estimate available here.
 KO0442
 KO0442.Click photographs - Photos may exist for this station.
 KO0442
 KO0442.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0442
 KO0442. The following values were computed from the NAD 83(1994) position.
 KO0442
 KO0442;                    North         East     Units Scale Factor Converg.
 KO0442;SPC UT C     - 2,157,122.342   377,185.944   MT  0.99990020   -0 55 04.6
 KO0442;SPC UT C     - 7,077,158.88  1,237,484.22   sFT  0.99990020   -0 55 04.6
 KO0442;UTM  12      - 4,400,659.586   334,370.325   MT  0.99993775   -1 14 09.8
 KO0442
 KO0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0442!SPC UT C     -   0.99969136  x   0.99990020  =   0.99959159
 KO0442!UTM  12      -   0.99969136  x   0.99993775  =   0.99962913
 KO0442
 KO0442:                Primary Azimuth Mark                     Grid Az
 KO0442:SPC UT C     -  SIMPSON                                  049 34 45.6
 KO0442:UTM  12      -  SIMPSON                                  049 53 50.8
 KO0442
 KO0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK3437000659(NAD 83)
 KO0442
 KO0442|---------------------------------------------------------------------|
 KO0442| PID    Reference Object                     Distance      Geod. Az  |
 KO0442|                                                           dddmmss.s |
 KO0442| KO0444 SIMPSON                             APPROX.10.5 KM 0483941.0 |
 KO0442|---------------------------------------------------------------------|
 KO0442
 KO0442                          SUPERSEDED SURVEY CONTROL
 KO0442
 KO0442  NAD 83(1986)-  39 44 23.10470(N)    112 55 58.74225(W) AD(       ) 3
 KO0442  NAD 27      -  39 44 23.29764(N)    112 55 55.87067(W) AD(       ) 3
 KO0442  NGVD 29 (07/19/86) 1985.8    (m)         6515.     (f) VERT ANG       
 KO0442
 KO0442.Superseded values are not recommended for survey control.
 KO0442
 KO0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0442.See file dsdata.pdf to determine how the superseded data were derived.
 KO0442
 KO0442_MARKER: DD = SURVEY DISK
 KO0442_SETTING: 66 = SET IN ROCK OUTCROP
 KO0442_STAMPING: MC DOWELL 1952
 KO0442_MARK LOGO: USGS
 KO0442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0442+STABILITY: POSITION/ELEVATION WELL
 KO0442
 KO0442  HISTORY     - Date     Condition        Report By
 KO0442  HISTORY     - 1952     MONUMENTED       USGS
 KO0442
 KO0442                          STATION DESCRIPTION
 KO0442
 KO0442'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 KO0442'LOCATED ABOUT 28.0 MI. NW. OF DELTA, 16.0 MI. NE. OF JOY, ON LIGHT
 KO0442'COLORED SECOND PEAK N. OF AN E-W. DIRT RD.
 KO0442'
 KO0442'TO REACH FROM SOUTHERLAND, DRIVE N. ON U.S. HIGHWAY 99 FOR 2.4 MI. TO
 KO0442'CROSSROADS, TURN LEFT (W.) FOR 7.4 MI. TO END OF OILED RD., GO NW.
 KO0442'3.9 MI. TO CROSSROADS, GO STRAIGHT AHEAD (NW.) 10.0 MI. TO Y-RD., GO
 KO0442'RIGHT (NW.) 3.3 MI. TO CROSSROADS, GO STRAIGHT AHEAD (NW.) 4.3 MI. TO
 KO0442'CROSSROADS, TURN RIGHT (NE.) 0.9 MI. TO Y-RD., TURN RIGHT (E.) 1.0
 KO0442'MI. TO T-RD., GO RIGHT (E.) 2.6 MI. TO T-RD., GO RIGHT (E.) 0.1 MI.
 KO0442'TO T-RD., TURN LEFT (NE.) 1.0 MI. TO Y-RD., GO LEFT (NE.) 1.6 MI.,
 KO0442'AND THEN RIGHT (NE.) ACROSS COUNTRY 0.6 MI. TO BASE OF MOUNTAIN AND
 KO0442'END OF RD., PACK E. TO HIGHEST PART OF ROCKY TOP AND STATION.  ABOUT
 KO0442'45 MINUTE PACK.
 KO0442'
 KO0442'STATION MARK--STANDARD TABLET, STAMPED ---MC DOWELL 1952---, CEMENTED
 KO0442'IN ROCK OUTCROP.
 KO0442'
 KO0442'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, CEMENTED IN ROCK.
 KO0442'
 KO0442'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, CEMENTED IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0490 ***********************************************************************
 JM0490  DESIGNATION -  MCGRAW
 JM0490  PID         -  JM0490
 JM0490  STATE/COUNTY-  UT/GRAND
 JM0490  COUNTRY     -  US
 JM0490  USGS QUAD   -  CISCO (2017)
 JM0490
 JM0490                         *CURRENT SURVEY CONTROL
 JM0490  ______________________________________________________________________
 JM0490* NAD 83(1994) POSITION- 38 54 11.82661(N) 109 15 32.96966(W)   ADJUSTED
 JM0490* NAVD 88 ORTHO HEIGHT -  1461.0   (meters)     4793.    (feet) VERTCON3
 JM0490  ______________________________________________________________________
 JM0490  GEOID HEIGHT    -        -19.346 (meters)                     GEOID18
 JM0490  LAPLACE CORR    -          6.99  (seconds)                    DEFLEC18
 JM0490  HORZ ORDER      -  THIRD
 JM0490
 JM0490.The horizontal coordinates were established by classical geodetic methods
 JM0490.and adjusted by the National Geodetic Survey in November 1997.
 JM0490
 JM0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0490
 JM0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0490.GEOID18 height accuracy estimate available here.
 JM0490
 JM0490.Click photographs - Photos may exist for this station.
 JM0490
 JM0490.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0490
 JM0490. The following values were computed from the NAD 83(1994) position.
 JM0490
 JM0490;                    North         East     Units Scale Factor Converg.
 JM0490;SPC UT C     - 2,065,712.167   694,365.529   MT  1.00002991   +1 26 07.6
 JM0490;SPC UT C     - 6,777,257.33  2,278,097.57   sFT  1.00002991   +1 26 07.6
 JM0490;UTM  12      - 4,307,484.534   650,952.501   MT  0.99988059   +1 05 36.5
 JM0490
 JM0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0490!SPC UT C     -   0.99977385  x   1.00002991  =   0.99980376
 JM0490!UTM  12      -   0.99977385  x   0.99988059  =   0.99965447
 JM0490
 JM0490:                Primary Azimuth Mark                     Grid Az
 JM0490:SPC UT C     -  CISCO                                    327 13 02.6
 JM0490:UTM  12      -  CISCO                                    327 33 33.7
 JM0490
 JM0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ5095207484(NAD 83)
 JM0490
 JM0490|---------------------------------------------------------------------|
 JM0490| PID    Reference Object                     Distance      Geod. Az  |
 JM0490|                                                           dddmmss.s |
 JM0490| JM0489 CISCO                               APPROX. 7.3 KM 3283910.2 |
 JM0490|---------------------------------------------------------------------|
 JM0490
 JM0490                          SUPERSEDED SURVEY CONTROL
 JM0490
 JM0490  NAD 83(1986)-  38 54 11.80551(N)    109 15 32.96397(W) AD(       ) 3
 JM0490  NAD 27      -  38 54 11.89660(N)    109 15 30.55013(W) AD(       ) 3
 JM0490  NGVD 29 (07/19/86) 1460.0    (m)         4790.     (f) VERT ANG       
 JM0490
 JM0490.Superseded values are not recommended for survey control.
 JM0490
 JM0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0490.See file dsdata.pdf to determine how the superseded data were derived.
 JM0490
 JM0490_MARKER: DB = BENCH MARK DISK
 JM0490_SETTING: 66 = SET IN ROCK OUTCROP
 JM0490_STAMPING: MCGRAW 1954
 JM0490_MARK LOGO: USGS
 JM0490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0490+STABILITY: POSITION/ELEVATION WELL
 JM0490
 JM0490  HISTORY     - Date     Condition        Report By
 JM0490  HISTORY     - 1954     MONUMENTED       USGS
 JM0490
 JM0490                          STATION DESCRIPTION
 JM0490
 JM0490'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0490'LOCATED ABOUT 28.0 MI. NE. OF MOAB, 6.0 MI. NNE. OF THE MOUTH OF
 JM0490'THE DOLORES RIVER ON THE COLORADO RIVER, 5.5 MI. SE. OF CISCO, 1.5
 JM0490'MI. W. OF THE MOUTH OF COACH WASH ON THE COLORADO RIVER, ON SMALL
 JM0490'ROUND TOP.
 JM0490'
 JM0490'STATION REACHED BY HELICOPTER.
 JM0490'
 JM0490'STATION MARK--STANDARD TABLET STAMPED ---MCGRAW 1954---, CEMENTED
 JM0490'IN DRILL HOLE IN ROCK.
 JM0490'
 JM0490'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0487 ***********************************************************************
 JN0487  DESIGNATION -  MCKAY
 JN0487  PID         -  JN0487
 JN0487  STATE/COUNTY-  UT/EMERY
 JN0487  COUNTRY     -  US
 JN0487  USGS QUAD   -  HORSE VALLEY (2017)
 JN0487
 JN0487                         *CURRENT SURVEY CONTROL
 JN0487  ______________________________________________________________________
 JN0487* NAD 83(1994) POSITION- 38 44 03.08113(N) 110 50 52.70088(W)   ADJUSTED
 JN0487* NAVD 88 ORTHO HEIGHT -  2129.1   (meters)     6985.    (feet) VERTCON3
 JN0487  ______________________________________________________________________
 JN0487  GEOID HEIGHT    -        -18.386 (meters)                     GEOID18
 JN0487  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 JN0487  HORZ ORDER      -  THIRD
 JN0487
 JN0487.The horizontal coordinates were established by classical geodetic methods
 JN0487.and adjusted by the National Geodetic Survey in November 1997.
 JN0487
 JN0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0487
 JN0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0487.GEOID18 height accuracy estimate available here.
 JN0487
 JN0487.Click photographs - Photos may exist for this station.
 JN0487
 JN0487.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0487
 JN0487. The following values were computed from the NAD 83(1994) position.
 JN0487
 JN0487;                    North         East     Units Scale Factor Converg.
 JN0487;SPC UT C     - 2,044,711.251   556,697.653   MT  1.00008167   +0 25 03.6
 JN0487;SPC UT C     - 6,708,356.83  1,826,432.22   sFT  1.00008167   +0 25 03.6
 JN0487;UTM  12      - 4,287,290.915   513,213.447   MT  0.99960215   +0 05 42.5
 JN0487
 JN0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0487!SPC UT C     -   0.99966894  x   1.00008167  =   0.99975058
 JN0487!UTM  12      -   0.99966894  x   0.99960215  =   0.99927122
 JN0487
 JN0487:                Primary Azimuth Mark                     Grid Az
 JN0487:SPC UT C     -  SQUARE TOP                               316 34 22.3
 JN0487:UTM  12      -  SQUARE TOP                               316 53 43.4
 JN0487
 JN0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH1321387290(NAD 83)
 JN0487
 JN0487|---------------------------------------------------------------------|
 JN0487| PID    Reference Object                     Distance      Geod. Az  |
 JN0487|                                                           dddmmss.s |
 JN0487| JN0495 SQUARE TOP                          APPROX. 6.1 KM 3165925.9 |
 JN0487|---------------------------------------------------------------------|
 JN0487
 JN0487                          SUPERSEDED SURVEY CONTROL
 JN0487
 JN0487  NAD 83(1986)-  38 44 03.07210(N)    110 50 52.69570(W) AD(       ) 3
 JN0487  NAD 27      -  38 44 03.16401(N)    110 50 50.11946(W) AD(       ) 3
 JN0487  NGVD 29 (07/19/86) 2127.9    (m)         6981.     (f) VERT ANG       
 JN0487
 JN0487.Superseded values are not recommended for survey control.
 JN0487
 JN0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0487.See file dsdata.pdf to determine how the superseded data were derived.
 JN0487
 JN0487_MARKER: DD = SURVEY DISK
 JN0487_SETTING: 0 = UNSPECIFIED SETTING
 JN0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0487
 JN0487  HISTORY     - Date     Condition        Report By
 JN0487  HISTORY     - 1952     MONUMENTED       USGS
 JN0487
 JN0487                          STATION DESCRIPTION
 JN0487
 JN0487'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0487'LOCATED ABOUT 40.0 MI. SW. OF GREEN RIVER, 25.0 MI. NNW. OF HANKSVILLE
 JN0487'AND 100 YARDS W. OF TEMPLE MOUNTAIN-MUDDY RIVER RD., ON SMALL RED
 JN0487'FRAGMENTED SANDSTONE TOP.
 JN0487'
 JN0487'TO REACH FROM JUNCTION OF STATE HIGHWAY 24 AND TEMPLE MOUNTAIN RD.,
 JN0487'WHICH IS 34.5 MI. SW. OF GREEN RIVER POST OFFICE AND 21.5 MI. NE. OF
 JN0487'EKKERS STORE IN HANKSVILLE, FOLLOW TEMPLE MOUNTAIN RD. NW. FOR 5.2 MI.
 JN0487'TO RD. FORKS, CONTINUE ON MAIN TRAVELED RD. WHICH ENTERS CANYON FOR
 JN0487'2.0 MI. TO TEMPLE MOUNTAIN MINE CAMP, CONTINUE PAST MINE 11.8 MI. TO
 JN0487'3 WAY RD.FORK NEAR LARGE DRAIN, TAKE LEFT FORK FOR 0.8 MI. TO RD.
 JN0487'FORKS, TAKE LEFT FORK FOR 2.1 MI., TURN RIGHT W. OFF RD. AND DRIVE TO
 JN0487'TOP OF RED KNOLL AND STATION.
 JN0487'
 JN0487'STATION MARK - STANDARD TABLET STAMPED ---MCKAY 1952--- CEMENTED IN
 JN0487'DRILL HOLE IN SANDSTONE 3 IN. BELOW GROUND.
 JN0487'
 JN0487'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 JN0487'---NO.1 1952--- CEMENTED IN DRILL HOLE IN EXPOSED SANDSTONE LEDGE AT
 JN0487'EDGE OF RIM, 37.18 FT. FROM STATION MARK, N 47 DEG 28 MIN W.
 JN0487'
 JN0487'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED
 JN0487'---NO.2 1952--- CEMENTED IN DRILL HOLE IN EMBEDDED BOULDER, 29.37 FT.
 JN0487'FROM STATION MARK, S 08 DEG 01 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0595 ***********************************************************************
 LN0595  DESIGNATION -  MCKEE
 LN0595  PID         -  LN0595
 LN0595  STATE/COUNTY-  UT/UINTAH
 LN0595  COUNTRY     -  US
 LN0595  USGS QUAD   -  ISLAND PARK (2017)
 LN0595
 LN0595                         *CURRENT SURVEY CONTROL
 LN0595  ______________________________________________________________________
 LN0595* NAD 83(1994) POSITION- 40 32 24.13448(N) 109 12 59.54699(W)   ADJUSTED
 LN0595* NAVD 88 ORTHO HEIGHT -  1735.2   (meters)     5693.    (feet) VERTCON3
 LN0595  ______________________________________________________________________
 LN0595  GEOID HEIGHT    -        -15.836 (meters)                     GEOID18
 LN0595  LAPLACE CORR    -          3.87  (seconds)                    DEFLEC18
 LN0595  HORZ ORDER      -  SECOND
 LN0595
 LN0595.The horizontal coordinates were established by classical geodetic methods
 LN0595.and adjusted by the National Geodetic Survey in November 1997.
 LN0595
 LN0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0595
 LN0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0595.GEOID18 height accuracy estimate available here.
 LN0595
 LN0595.Click photographs - Photos may exist for this station.
 LN0595
 LN0595.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0595
 LN0595. The following values were computed from the NAD 83(1994) position.
 LN0595
 LN0595;                    North         East     Units Scale Factor Converg.
 LN0595;SPC UT C     - 2,247,462.008   693,422.660   MT  0.99997450   +1 27 45.8
 LN0595;SPC UT C     - 7,373,548.27  2,275,004.18   sFT  0.99997450   +1 27 45.8
 LN0595;UTM  12      - 4,489,227.012   651,033.329   MT  0.99988079   +1 09 33.9
 LN0595
 LN0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0595!SPC UT C     -   0.99973036  x   0.99997450  =   0.99970487
 LN0595!UTM  12      -   0.99973036  x   0.99988079  =   0.99961118
 LN0595
 LN0595:                Primary Azimuth Mark                     Grid Az
 LN0595:SPC UT C     -  MCKEE AZ MK                              148 34 31.5
 LN0595:UTM  12      -  MCKEE AZ MK                              148 52 43.4
 LN0595
 LN0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK5103389227(NAD 83)
 LN0595
 LN0595|---------------------------------------------------------------------|
 LN0595| PID    Reference Object                     Distance      Geod. Az  |
 LN0595|                                                           dddmmss.s |
 LN0595| CP5751 MCKEE AZ MK                                        1500217.3 |
 LN0595| CP5752 MCKEE RM 1                           12.822 METERS 17732     |
 LN0595| CP5753 MCKEE RM 2                            5.834 METERS 30512     |
 LN0595|---------------------------------------------------------------------|
 LN0595
 LN0595                          SUPERSEDED SURVEY CONTROL
 LN0595
 LN0595  NAD 83(1993)-  40 32 24.13248(N)    109 12 59.54295(W) AD(       ) 2
 LN0595  NAD 83(1992)-  40 32 24.11659(N)    109 12 59.53447(W) AD(       ) 2
 LN0595  NAD 83(1986)-  40 32 24.11655(N)    109 12 59.53459(W) AD(       ) 2
 LN0595  NAD 27      -  40 32 24.25200(N)    109 12 57.07400(W) AD(       ) 2
 LN0595  NGVD 29 (07/19/86) 1734.0    (m)         5689.     (f) VERT ANG       
 LN0595
 LN0595.Superseded values are not recommended for survey control.
 LN0595
 LN0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0595.See file dsdata.pdf to determine how the superseded data were derived.
 LN0595
 LN0595_MARKER: DS = TRIANGULATION STATION DISK
 LN0595_SETTING: 66 = SET IN ROCK OUTCROP
 LN0595_STAMPING: MC KEE 1946
 LN0595_MARK LOGO: CGS
 LN0595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0595+STABILITY: POSITION/ELEVATION WELL
 LN0595
 LN0595  HISTORY     - Date     Condition        Report By
 LN0595  HISTORY     - 1946     MONUMENTED       CGS
 LN0595
 LN0595                          STATION DESCRIPTION
 LN0595
 LN0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0595'THE STATION IS LOCATED ON A LONG FLAT SAGEBRUSH-COVERED RIDGE,
 LN0595'EXTENDING NORTHWARD UNDER THE RIM OF DIAMOND MOUNTAIN PLATEAU,
 LN0595'WHICH IS CONSIDERABLE HIGHER GROUND.  APPROX. 3.5 MILES
 LN0595'NORTHWEST OF ISLAND PARK.  13.5 MILES AIR LINE NORTHEAST OF
 LN0595'JENSEN.  18 MILES NORTHEAST OF VERNAL.  ON RIDGE NEAR WEST SLOPE.
 LN0595'13 PACES NORTHEAST OF SCRUB JUNIPER.  SET IN OUTCROPPING BED
 LN0595'ROCK.  PROJECTS APPROX. 2 INCHES AND STAMPED--MC KEE 1946.
 LN0595'
 LN0595'REFERENCE MARK NO. 1 IS SOUTH OF AND APPROX. SAME ELEVATION
 LN0595'AS STATION.  7 PACES SOUTHEAST OF SCRUB JUNIPER.  SET IN BEDROCK
 LN0595'FLUSH WITH GROUND AND STAMPED--MC KEE NO 1 1946.
 LN0595'
 LN0595'REFERENCE MARK NO. 2 IS NORTHWEST OF AND APPROX. 2 FEET LOWER
 LN0595'THAN STATION, SET IN OUTCROPPING BEDROCK.  PROJECTS APPROX.
 LN0595'6 INCHES AND STAMPED--MC KEE NO 2 1946.
 LN0595'
 LN0595'THE AZIMUTH MARK IS 28 PACES WEST OF THE CENTER LINE OF ROAD
 LN0595'TO STATION.  7 PACES SOUTH OF BLAZED JUNIPER.  18 INCHES NORTH
 LN0595'OF A 4 X 3 X 2 FOOT BOULDER.  SET IN OUTCROPPING BEDROCK
 LN0595'FLUSH WITH GROUND AND STAMPED--MC KEE 1946.
 LN0595'
 LN0595'TO REACH FROM VERNAL.  GO NORTH ON STATE HIGHWAY 44 FOR 0.5
 LN0595'MILE TO CROSSROAD.  TURN RIGHT (E) FOR 5.05 MILES TO A Y
 LN0595'INTERSECTION JUST AFTER CROSSING SMALL WOODEN BRIDGE.  TAKE LEFT
 LN0595'FORK FOR 6.05 MILES TO FORK AT TOP OF SMALL HILL.  TAKE RIGHT
 LN0595'FORK FOR 1.5 MILES TO FORK AT GATE.  TAKE RIGHT FORK FOR 1.3
 LN0595'MILES TO FORK.  TAKE LEFT FORK WHICH CROSSES BRUSH CREEK AND GO
 LN0595'9.9 MILES TO SIGN--DINOSAUR NATIONAL MONUMENT BOUNDARY LINE
 LN0595'AND G.L.O. SECTION CORNER MARKER.  CONTINUE ON MAIN TRAVELED
 LN0595'ROAD FOR 0.2 MILE TO DIM ROAD ON LEFT UP DUGWAY ALONG EDGE OF
 LN0595'HILL.  TURN LEFT (N) AND FOLLOW THIS ROAD FOR 0.9 MILE TO Y
 LN0595'INTERSECTION.  TAKE LEFT FORK FOR 1.5 MILE TO FORK AT
 LN0595'SADDLE.  CONTINUE STRAIGHT AHEAD UP SLIGHT GRADE.  THENCE
 LN0595'LEFT TO WEST EDGE OF FLAT (APPROX. 0.15 MILE) TO STATION
 LN0595'SITE.  A DRIVE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0485 ***********************************************************************
 JO0485  DESIGNATION -  MEADOW
 JO0485  PID         -  JO0485
 JO0485  STATE/COUNTY-  UT/MILLARD
 JO0485  COUNTRY     -  US
 JO0485  USGS QUAD   -  FILLMORE (2017)
 JO0485
 JO0485                         *CURRENT SURVEY CONTROL
 JO0485  ______________________________________________________________________
 JO0485* NAD 83(1994) POSITION- 38 54 35.11723(N) 112 20 37.12631(W)   ADJUSTED
 JO0485* NAVD 88 ORTHO HEIGHT -  1766.0   (meters)     5794.    (feet) VERTCON3
 JO0485  ______________________________________________________________________
 JO0485  GEOID HEIGHT    -        -18.771 (meters)                     GEOID18
 JO0485  LAPLACE CORR    -         12.33  (seconds)                    DEFLEC18
 JO0485  HORZ ORDER      -  FIRST
 JO0485
 JO0485.The horizontal coordinates were established by classical geodetic methods
 JO0485.and adjusted by the National Geodetic Survey in November 1997.
 JO0485
 JO0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0485
 JO0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0485.GEOID18 height accuracy estimate available here.
 JO0485
 JO0485.Click photographs - Photos may exist for this station.
 JO0485
 JO0485.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0485
 JO0485. The following values were computed from the NAD 83(1994) position.
 JO0485
 JO0485;                    North         East     Units Scale Factor Converg.
 JO0485;SPC UT C     - 2,064,340.654   426,824.247   MT  1.00002810   -0 32 25.5
 JO0485;SPC UT C     - 6,772,757.63  1,400,339.22   sFT  1.00002810   -0 32 25.5
 JO0485;UTM  12      - 4,307,620.123   383,501.388   MT  0.99976712   -0 50 38.5
 JO0485
 JO0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0485!SPC UT C     -   0.99972593  x   1.00002810  =   0.99975402
 JO0485!UTM  12      -   0.99972593  x   0.99976712  =   0.99949312
 JO0485
 JO0485:                Primary Azimuth Mark                     Grid Az
 JO0485:SPC UT C     -  MEADOW AZ MK                             308 32 16.9
 JO0485:UTM  12      -  MEADOW AZ MK                             308 50 29.9
 JO0485
 JO0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ8350107620(NAD 83)
 JO0485
 JO0485|---------------------------------------------------------------------|
 JO0485| PID    Reference Object                     Distance      Geod. Az  |
 JO0485|                                                           dddmmss.s |
 JO0485| CM5135 MEADOW RM 1                           4.509 METERS 09055     |
 JO0485| CM5134 MEADOW AZ MK                                       3075951.4 |
 JO0485| CM5136 MEADOW RM 2                           5.126 METERS 31506     |
 JO0485|---------------------------------------------------------------------|
 JO0485
 JO0485                          SUPERSEDED SURVEY CONTROL
 JO0485
 JO0485  NAD 83(1986)-  38 54 35.11008(N)    112 20 37.12114(W) AD(       ) 1
 JO0485  NAD 27      -  38 54 35.23800(N)    112 20 34.34400(W) AD(       ) 1
 JO0485  NGVD 29 (07/19/86) 1764.9    (m)         5790.     (f) VERT ANG       
 JO0485
 JO0485.Superseded values are not recommended for survey control.
 JO0485
 JO0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0485.See file dsdata.pdf to determine how the superseded data were derived.
 JO0485
 JO0485_MARKER: DS = TRIANGULATION STATION DISK
 JO0485_SETTING: 66 = SET IN ROCK OUTCROP
 JO0485_STAMPING: MEADOW 1947
 JO0485_MARK LOGO: CGS
 JO0485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0485+STABILITY: POSITION/ELEVATION WELL
 JO0485
 JO0485  HISTORY     - Date     Condition        Report By
 JO0485  HISTORY     - 1947     MONUMENTED       CGS
 JO0485
 JO0485                          STATION DESCRIPTION
 JO0485
 JO0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 JO0485'STATION LOCATED ON HIGHEST POINT OF A BARE, ROCKY HILL THAT
 JO0485'IS WHITE IN APPEARANCE FROM A DISTANCE AND IS THE MOST PROMINENT
 JO0485'POINT PROTRUDING WESTWARD FROM THE HIGH MOUNTAINS TO THE EAST.
 JO0485'THE HILL LIES AT THE WEST END OF THE RIDGE BETWEEN PINE AND
 JO0485'MEADOW CREEKS.  THE STATION IS ABOUT 4 MILES AIR LINE SOUTH
 JO0485'OF FILLMORE, 3.5 MILES AIR LINE NORTHEAST OF MEADOW, SET FLUSH
 JO0485'WITH GROUND, AND STAMPED--MEADOW 1947.
 JO0485'
 JO0485'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN STATION,
 JO0485'PROJECTS 3 FEET, AND STAMPED--MEADOW NO 1 1947.
 JO0485'
 JO0485'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN STATION,
 JO0485'PROJECTS 1 FOOT, AND STAMPED--MEADOW NO 2 1947.
 JO0485'
 JO0485'AZIMUTH MARK IS CEMENTED INTO TOP OF A 6-INCH CAST IRON PIPE
 JO0485'WHICH PROJECTS 8 INCHES ABOVE GROUND, 6 INCHES SOUTH OF WHITE
 JO0485'WITNESS POST, 6 INCHES EAST OF FENCE LINE, AND STAMPED--MEADOW
 JO0485'1947.
 JO0485'
 JO0485'TO REACH FROM POST OFFICE IN FILLMORE, GO SOUTH ON U.S. HIGHWAY
 JO0485'91 FOR 4.5 MILES TO TRACK ROAD ON LEFT (THERE IS A SIGN READING
 JO0485'FROM THE SOUTH AT THIS POINT RANGE CATTLE)--TURN LEFT ON TRACK
 JO0485'ROAD AND GO 0.25 MILE FO FENCE CORNER.  CONTINUE EAST ALONG
 JO0485'SOUTH SIDE OF FENCE FOR 0.45 MILE TO FENCE CORNER.  TURN RIGHT,
 JO0485'SOUTH, AND FOLLOW ALONG WEST SIDE OF FENCE FOR 0.25 MILE TO
 JO0485'FENCE CORNER.  TURN LEFT, EAST, AND GO 0.05 MILE TO CROSSROAD
 JO0485'AND GATE IN FENCE.  CONTINUE STRAIGHT AHEAD FOR 0.45 MILE TO
 JO0485'JOG IN FENCE AT EDGE OF PLOWED FIELD.  (AZIMUTH MARK IS AT THIS
 JO0485'POINT AS DESCRIBED ABOVE) TURN RIGHT, SOUTH, AND FOLLOW ALONG
 JO0485'EDGE OF FIELD FOR 0.1 MILE TO CORNER OF FIELD.  TURN
 JO0485'LEFT, EAST, AND GO 0.2 MILE TO SOUTHEAST CORNER OF
 JO0485'PLOWED FIELD AND A TRACK ROAD LEADING TO
 JO0485'SOUTHEAST--FOLLOW THIS TRACK ROAD FOR 0.4 MILE TO END OF
 JO0485'ROAD AND END OF TRUCK TRAVEL--PACK NORTHEAST TO HIGHEST
 JO0485'POINT AND STATION AS DESCRIBED ABOVE.  A 15 MINUTE PACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0958 ***********************************************************************
 LO0958  DESIGNATION -  MEL
 LO0958  PID         -  LO0958
 LO0958  STATE/COUNTY-  UT/SALT LAKE
 LO0958  COUNTRY     -  US
 LO0958  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0958
 LO0958                         *CURRENT SURVEY CONTROL
 LO0958  ______________________________________________________________________
 LO0958* NAD 83(1994) POSITION- 40 44 09.03181(N) 111 56 43.06946(W)   ADJUSTED
 LO0958* NAVD 88 ORTHO HEIGHT -  1316.9   (meters)     4321.    (feet) VERTCON3
 LO0958  ______________________________________________________________________
 LO0958  GEOID HEIGHT    -        -17.090 (meters)                     GEOID18
 LO0958  LAPLACE CORR    -          5.03  (seconds)                    DEFLEC18
 LO0958  HORZ ORDER      -  FIRST
 LO0958
 LO0958.The horizontal coordinates were established by classical geodetic methods
 LO0958.and adjusted by the National Geodetic Survey in November 1997.
 LO0958
 LO0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0958
 LO0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0958.GEOID18 height accuracy estimate available here.
 LO0958
 LO0958.Click photographs - Photos may exist for this station.
 LO0958
 LO0958.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0958
 LO0958. The following values were computed from the NAD 83(1994) position.
 LO0958
 LO0958;                    North         East     Units Scale Factor Converg.
 LO0958;SPC UT C     - 2,266,829.978   462,384.980   MT  1.00002249   -0 17 06.9
 LO0958;SPC UT C     - 7,437,091.35  1,517,008.06   sFT  1.00002249   -0 17 06.9
 LO0958;UTM  12      - 4,509,863.412   420,181.970   MT  0.99967842   -0 37 00.9
 LO0958
 LO0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0958!SPC UT C     -   0.99979614  x   1.00002249  =   0.99981862
 LO0958!UTM  12      -   0.99979614  x   0.99967842  =   0.99947462
 LO0958
 LO0958:                Primary Azimuth Mark                     Grid Az
 LO0958:SPC UT C     -  SOUTH SALT LAKE RAD KSOP MAST            143 04 33.0
 LO0958:UTM  12      -  SOUTH SALT LAKE RAD KSOP MAST            143 24 27.0
 LO0958
 LO0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2018109863(NAD 83)
 LO0958
 LO0958|---------------------------------------------------------------------|
 LO0958| PID    Reference Object                     Distance      Geod. Az  |
 LO0958|                                                           dddmmss.s |
 LO0958| CM5139 MEL RM 1                              6.729 METERS 00109     |
 LO0958| LO0991 SALT LAKE CITY UT PWR CEN STK       APPROX. 3.9 KM 0214651.8 |
 LO0958| LO0997 SALT LAKE CITY UTAH PWR E STK       APPROX. 4.0 KM 0242044.5 |
 LO0958| LO1014 SALT LAKE CITY ENVIROTECH TANK      APPROX. 4.7 KM 0492349.1 |
 LO0958| LO0943 SOUTH SALT LAKE VITRO CHEM TK       APPROX. 5.1 KM 1400619.8 |
 LO0958| LO0931 SOUTH SALT LAKE VITRO CHEM STK      APPROX. 5.0 KM 1401754.0 |
 LO0958| LO0952 SOUTH SALT LAKE RAD KSOP MAST       APPROX. 2.2 KM 1424726.1 |
 LO0958| LO0948 SOUTH SALT LAKE RAD KCPX E MST      APPROX. 4.4 KM 1495405.0 |
 LO0958| LO0934 SOUTH SALT LAKE RAD KCPX W MST      APPROX. 4.4 KM 1514257.4 |
 LO0958| LO0949 SALT LAKE CITY RAD KSXX E MAST      APPROX. 5.1 KM 1593454.8 |
 LO0958| LO0953 SOUTH SALT LAKE RAD KWHO MAST       APPROX. 2.8 KM 1595031.2 |
 LO0958| LO0951 SALT LAKE CITY RAD KSXX W MAST      APPROX. 5.1 KM 1604110.1 |
 LO0958| LP0362 HUNTER RAD STA KRGO MAST            APPROX. 5.8 KM 2574533.8 |
 LO0958| CM5140 MEL RM 2                              5.379 METERS 27242     |
 LO0958| LO0990 AIRPORT BN SALT LAKE MUN APT 1      APPROX. 6.3 KM 3321547.8 |
 LO0958| LO1019 SALT LAKE CITY FAA ARTC TWR         APPROX. 5.6 KM 3533946.1 |
 LO0958|---------------------------------------------------------------------|
 LO0958
 LO0958                          SUPERSEDED SURVEY CONTROL
 LO0958
 LO0958  NAD 83(1993)-  40 44 09.03128(N)    111 56 43.06919(W) AD(       ) 1
 LO0958  NAD 83(1986)-  40 44 09.02060(N)    111 56 43.06097(W) AD(       ) 1
 LO0958  NAD 27      -  40 44 09.21398(N)    111 56 40.28613(W) AD(       ) 1
 LO0958  NGVD 29 (07/19/86) 1316.0    (m)         4318.     (f) VERT ANG       
 LO0958
 LO0958.Superseded values are not recommended for survey control.
 LO0958
 LO0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0958.See file dsdata.pdf to determine how the superseded data were derived.
 LO0958
 LO0958_MARKER: DH = HORIZONTAL CONTROL DISK
 LO0958_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0958_SP_SET: BUILDING ROOF
 LO0958_STAMPING: MEL 1973
 LO0958_MARK LOGO: NGS
 LO0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0958
 LO0958  HISTORY     - Date     Condition        Report By
 LO0958  HISTORY     - 1973     MONUMENTED       NGS
 LO0958  HISTORY     - 1974     GOOD             NGS
 LO0958
 LO0958                          STATION DESCRIPTION
 LO0958
 LO0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LO0958'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF SALT LAKE CITY,
 LO0958'2.5 MILES NORTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAYS 15
 LO0958'AND 80, 0.3 MILE WEST OF STATE HIGHWAY 68 AND ON THE ROOF OF AN
 LO0958'ABANDONED AND BURNED OUT BUILDING OWNED BY THE SALT LAKE CITY
 LO0958'FIRE DEPARTMENT.  PERMISSION WAS GRANTED BY FIRE CHIEF LEON
 LO0958'R. DE KORVER, PHONE NUMBER 328-7606.
 LO0958'
 LO0958'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 LO0958'STATE HIGHWAY 68 IN SALT LAKE CITY GO SOUTH ON STATE HIGHWAY 68
 LO0958'(REDWOOD ROAD) FOR 2.3 MILES TO THE INTERSECTION OF 1500
 LO0958'SOUTH.  TURN RIGHT AND GO WEST ON 1500 SOUTH FOR 0.3 MILE TO A
 LO0958'SIDE ROAD LEFT, (1900 WEST).  TURN LEFT AND GO SOUTH FOR 0.1
 LO0958'MILE TO A GATE IN A CHAIN LINK FENCE AND THE STATION ON THE ROOF
 LO0958'OF THE BUILDING.
 LO0958'
 LO0958'THE STATION MARK IS A STANDARD DISK STAMPED MEL 1973, CEMENTED
 LO0958'IN A DRILL HOLE IN THE CONCRETE ROOF OF THE BUILDING.  IT IS 20
 LO0958'FEET EAST OF THE WEST EDGE OF THE ROOF, 13 FEET NORTHWEST OF THE
 LO0958'SOUTHEAST CORNER AND LADDER AND 7.5 FEET WEST OF THE EAST EDGE
 LO0958'OF THE ROOF.
 LO0958'
 LO0958'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MEL NO 1 1973,
 LO0958'CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF OF THE BUILDING.  IT
 LO0958'IS 34 FEET NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF THE ROOF
 LO0958'AND THE LADDER, 4 FEET SOUTH OF THE NORTH EDGE OF THE ROOF AND
 LO0958'2 FEET WEST OF A ROOF DRAIN.
 LO0958'
 LO0958'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MEL NO 2 1973,
 LO0958'CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF OF THE BUILDING.  IT
 LO0958'IS 12 FEET NORTH OF THE SOUTHWEST CORNER OF THE ROOF AND 2.5
 LO0958'FEET EAST OF THE WEST EDGE OF THE BUILDING.
 LO0958'
 LO0958'NO SUITABLE PLACE TO SET A REFERENCE MARK THREE FOR AN AZIMUTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AE4738 ***********************************************************************
 AE4738  DESIGNATION -  MERIDIAN
 AE4738  PID         -  AE4738
 AE4738  STATE/COUNTY-  UT/SALT LAKE
 AE4738  COUNTRY     -  US
 AE4738  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 AE4738
 AE4738                         *CURRENT SURVEY CONTROL
 AE4738  ______________________________________________________________________
 AE4738* NAD 83(1986) POSITION- 40 46 10.26   (N) 111 53 27.65   (W)   HD_HELD1
 AE4738* NAVD 88 ORTHO HEIGHT -  1320.912 (meters)     4333.69  (feet) ADJUSTED
 AE4738  ______________________________________________________________________
 AE4738  GEOID HEIGHT    -        -16.796 (meters)                     GEOID18
 AE4738  DYNAMIC HEIGHT  -       1319.864 (meters)     4330.25  (feet) COMP
 AE4738  MODELED GRAVITY -    979,785.8   (mgal)                       NAVD 88
 AE4738
 AE4738  VERT ORDER      -  FIRST     CLASS II
 AE4738
 AE4738.The horizontal coordinates were determined by differentially corrected
 AE4738.hand held GPS observations or other comparable positioning techniques
 AE4738.and have an estimated accuracy of +/- 3 meters.
 AE4738
 AE4738.The orthometric height was determined by differential leveling and
 AE4738.adjusted by the NATIONAL GEODETIC SURVEY
 AE4738.in July 2002.
 AE4738
 AE4738.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4738.GEOID18 height accuracy estimate available here.
 AE4738
 AE4738.Click photographs - Photos may exist for this station.
 AE4738
 AE4738.The dynamic height is computed by dividing the NAVD 88
 AE4738.geopotential number by the normal gravity value computed on the
 AE4738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4738.degrees latitude (g = 980.6199 gals.).
 AE4738
 AE4738.The modeled gravity was interpolated from observed gravity values.
 AE4738
 AE4738;                    North         East    Units  Estimated Accuracy
 AE4738;SPC UT C     - 2,270,548.1     466,986.7     MT  (+/- 3 meters HH1 GPS) 
 AE4738
 AE4738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2480313553(NAD 83)
 AE4738
 AE4738                          SUPERSEDED SURVEY CONTROL
 AE4738
 AE4738.No superseded survey control is available for this station.
 AE4738
 AE4738_MARKER: V = STONE MONUMENT
 AE4738_SETTING: 0 = UNSPECIFIED SETTING
 AE4738_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE4738_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4738+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2009
 AE4738
 AE4738  HISTORY     - Date     Condition        Report By
 AE4738  HISTORY     - UNK      MONUMENTED
 AE4738  HISTORY     - 19970916 GOOD             NGS
 AE4738  HISTORY     - 20020110 GOOD             INDIV
 AE4738  HISTORY     - 20060616 GOOD             GEOCAC
 AE4738  HISTORY     - 20090223 GOOD             NGS
 AE4738
 AE4738                          STATION DESCRIPTION
 AE4738
 AE4738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4738'IN SALT LAKE CITY, AT THE INTERSECTION OF MAIN AND SOUTH TEMPLE
 AE4738'STREETS, A STONE OBELISK SURROUNDED BY A MASS OF CONCRETE NEAR THE
 AE4738'SOUTHEAST CORNER OF A WALL ENCLOSING TEMPLE SQUARE, 19.9 M (65.3 FT)
 AE4738'WEST OF THE CENTER OF MAIN STREET, 17.1 M (56.1 FT) NORTH OF THE
 AE4738'CENTER OF TEMPLE STREET, 1.3 M (4.3 FT) ABOVE THE LEVEL OF MAIN
 AE4738'STREET, 0.2 M (0.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE WALL,
 AE4738'AND THE OBELISK IS ENCLOSED IN A WROUGHT IRON FENCE.  NOTE--THE
 AE4738'OBELISK IS INSCRIBED GREAT SALT LAKE BASE AND MERIDIAN.
 AE4738
 AE4738                          STATION RECOVERY (2002)
 AE4738
 AE4738'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WKB)
 AE4738'THIS MONUMENT IS IN GOOD CONDITION. HOWEVER IT WAS REMOVED AND
 AE4738'REPLACED DURING CONSTRUCTION OF THE MAIN STREET PLAZA IN 2001.  THE
 AE4738'WROUGHT IRON FENCE AROUND THIS MONUMENT HAS BEEN REMOVED.
 AE4738
 AE4738                          STATION RECOVERY (2006)
 AE4738
 AE4738'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 AE4738'GEOCAC FIRST REPORT.
 AE4738'RECOVERED IN GOOD CONDITION.
 AE4738'AS STATED THE IRON FENCE IS NOW GONE.
 AE4738
 AE4738                          STATION RECOVERY (2009)
 AE4738
 AE4738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2009 (DRD)
 AE4738'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0620 ***********************************************************************
 HO0620  DESIGNATION -  MESA
 HO0620  PID         -  HO0620
 HO0620  STATE/COUNTY-  UT/WASHINGTON
 HO0620  COUNTRY     -  US
 HO0620  USGS QUAD   -  THE DIVIDE (2017)
 HO0620
 HO0620                         *CURRENT SURVEY CONTROL
 HO0620  ______________________________________________________________________
 HO0620* NAD 83(1994) POSITION- 37 02 03.89465(N) 113 15 01.35315(W)   ADJUSTED
 HO0620* NAVD 88 ORTHO HEIGHT -  1799.2   (meters)     5903.    (feet) VERTCON3
 HO0620  ______________________________________________________________________
 HO0620  GEOID HEIGHT    -        -23.388 (meters)                     GEOID18
 HO0620  LAPLACE CORR    -         11.89  (seconds)                    DEFLEC18
 HO0620  HORZ ORDER      -  FIRST
 HO0620
 HO0620.The horizontal coordinates were established by classical geodetic methods
 HO0620.and adjusted by the National Geodetic Survey in November 1997.
 HO0620
 HO0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0620
 HO0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0620.GEOID18 height accuracy estimate available here.
 HO0620
 HO0620.Click photographs - Photos may exist for this station.
 HO0620
 HO0620.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0620
 HO0620. The following values were computed from the NAD 83(1994) position.
 HO0620
 HO0620;                    North         East     Units Scale Factor Converg.
 HO0620;SPC UT S     - 3,042,271.769   344,269.814   MT  1.00003624   -1 04 20.8
 HO0620;SPC UT S     - 9,981,186.63  1,129,491.88   sFT  1.00003624   -1 04 20.8
 HO0620;UTM  12      - 4,101,058.285   299,846.426   MT  1.00009354   -1 21 21.0
 HO0620
 HO0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0620!SPC UT S     -   0.99972139  x   1.00003624  =   0.99975762
 HO0620!UTM  12      -   0.99972139  x   1.00009354  =   0.99981491
 HO0620
 HO0620:                Primary Azimuth Mark                     Grid Az
 HO0620:SPC UT S     -  MESA AZ MK                               338 48 40.9
 HO0620:UTM  12      -  MESA AZ MK                               339 05 41.1
 HO0620
 HO0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG9984601058(NAD 83)
 HO0620
 HO0620|---------------------------------------------------------------------|
 HO0620| PID    Reference Object                     Distance      Geod. Az  |
 HO0620|                                                           dddmmss.s |
 HO0620| CH3641 MESA RM 1                            10.733 METERS 08920     |
 HO0620| CH3642 MESA RM 2                            10.224 METERS 18603     |
 HO0620| CH3640 MESA AZ MK                                         3374420.1 |
 HO0620|---------------------------------------------------------------------|
 HO0620
 HO0620                          SUPERSEDED SURVEY CONTROL
 HO0620
 HO0620  NAD 83(1992)-  37 02 03.89147(N)    113 15 01.35514(W) AD(       ) 1
 HO0620  NAD 83(1986)-  37 02 03.88890(N)    113 15 01.35427(W) AD(       ) 1
 HO0620  NAD 27      -  37 02 03.94600(N)    113 14 58.54200(W) AD(       ) 1
 HO0620  NGVD 29 (07/19/86) 1798.3    (m)         5900.     (f) VERT ANG       
 HO0620
 HO0620.Superseded values are not recommended for survey control.
 HO0620
 HO0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0620.See file dsdata.pdf to determine how the superseded data were derived.
 HO0620
 HO0620_MARKER: DS = TRIANGULATION STATION DISK
 HO0620_SETTING: 66 = SET IN ROCK OUTCROP
 HO0620_STAMPING: MESA 1938
 HO0620_MARK LOGO: CGS
 HO0620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0620+STABILITY: POSITION/ELEVATION WELL
 HO0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0620+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2020
 HO0620
 HO0620  HISTORY     - Date     Condition        Report By
 HO0620  HISTORY     - 1938     MONUMENTED       CGS
 HO0620  HISTORY     - 1952     GOOD             CGS
 HO0620  HISTORY     - 1972     GOOD             AZHD
 HO0620  HISTORY     - 20201221 GOOD             PEAKBG
 HO0620
 HO0620                          STATION DESCRIPTION
 HO0620
 HO0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0620'STATION IS ON A LARGE FLAT TOPPED MESA AND LIES ABOUT 18 MILES
 HO0620'ESE OF ST. GEORGE, UTAH, ABOUT 10 MILES SSE OF HURRICANE AND
 HO0620'ABOUT 2 MILES NORTH OF THE ARIZONE-UTAH STATE LINE.  THE MESA
 HO0620'HAS ALMOST VERTICAL CLIFFS ON THE WEST SIDE.  THE STATION MARK
 HO0620'IS 15 FEET FROM THE EDGE.
 HO0620'
 HO0620'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 HO0620'DISKS SET IN BEDROCK.
 HO0620'
 HO0620'REACHED FROM ST. GEORGE, UTAH AS FOLLOWS--GO EAST ON U.S. 91
 HO0620'FOR 7.7 MILES, TURN RIGHT ON UTAH 17 AND GO 8.4 MILES TO
 HO0620'HURRICANE.  CONTINUE ON UTAH 17 FOR 0.35 MILE TO CROSSROADS.
 HO0620'TURN RIGHT ON GRAVEL ROAD AND GO 6.1 MILES, TO ROAD LEADING
 HO0620'TO RIGHT, TURN RIGHT AND FOLLOW MAIN TRAVELED ROAD 3.6 MILES
 HO0620'(TURNING LEFT OFF NEWLY GRADED ROAD AFTER GOING 0.4 MILE).
 HO0620'FROM HERE THE CANYON GOING TO TOP OF MESA BEARS 125 DEG
 HO0620'MAGNETIC.  TURN LEFT ACROSS COUNTRY AND GO 0.6 MILE TOWARD THE
 HO0620'MOUTH OF CANYON TO END OF TRUCK TRAVEL.  FROM HERE PACK UP
 HO0620'THE CANYON ABOUT 1 MILE, THEN RIGHT UP THE STEEP SAGE BRUSH
 HO0620'COVERED RIDGE TO TOP OF MESA.  AFTER REACHING THE TOP BEAR
 HO0620'RIGHT SOUTHWEST ACROSS THE MESA TO THE WEST RIM, THEN SOUTH
 HO0620'ALONG THE RIM ABOUT 3 MILES TO STATION ON POINT OF RIM DEEP IN
 HO0620'A WIDE U, ABOUT 15 FEET FROM THE EDGE.  TOTAL PACK ABOUT
 HO0620'2-3/4 HOURS.  REFERENCE MARK NO. 3 (AZIMUTH MARK) IS ABOUT 0.4
 HO0620'MILE N OF STATION NEAR EDGE OF RIM.
 HO0620
 HO0620                          STATION RECOVERY (1952)
 HO0620
 HO0620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HO0620'THE STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION.  CURRENT
 HO0620'MEASUREMENTS AND DIRECTIONS TO MARKS COMPARED WELL WITH THE
 HO0620'ORIGINAL DESCRIPTION.  NEW ROADS IN THE AREA MAKE ACCESSIBILITY
 HO0620'MUCH EASIER.  A COMPLETE DESCRIPTION FOLLOWS.
 HO0620'
 HO0620'THE STATION IS ON A LARGE FLAT-TOPPED MESA THAT IS ABOUT 18
 HO0620'MILES EAST-SOUTHEAST OF ST. GEORGE, 10 MILES SOUTH-SOUTHEAST
 HO0620'OF HURRICANE, AND ABOUT 2 MILES NORTH OF THE ARIZONA-UTAH
 HO0620'STATE LINE.
 HO0620'
 HO0620'THE STATION CAN BE REACHED FROM THE POST OFFICE IN HURRICANE
 HO0620'BY GOING NORTH 1-1/2 BLOCKS TO UTAH STATE HIGHWAY 17.  TURN
 HO0620'RIGHT AND FOLLOW THE HIGHWAY FOR 0.4 MILE TO A ROAD TO THE
 HO0620'RIGHT AND A SIGN SHORT CREEK.  TURN RIGHT UP THE HILL AND
 HO0620'FOLLOW THE MAIN ROAD TOWARD SHORT CREEK FOR 9.0 MILES TO A
 HO0620'CATTLE GUARD ON THE RIGHT AND A ROAD LEADING SOUTH.  TURN
 HO0620'RIGHT, CROSS THE CATTLE GUARD, AND FOLLOW THE ROAD UP THE SIDE
 HO0620'OF THE STEEP WALL OF THE LEDGE FOR 1.8 MILES TO A WIRE GATE AT
 HO0620'THE CREST.  PASS THROUGH THE GATE AND BEAR RIGHT AND FOLLOW
 HO0620'THE RIM SOUTHWEST FOR 1.7 MILES TO A FORK.  TAKE THE LEFT
 HO0620'FORK FOR 0.6 MILE TO A FORK.  TAKE THE LEFT FORK AGAIN AND
 HO0620'FOLLOW THE MAIN ROAD FOR 0.8 MILE TO A FORK IN A LARGE
 HO0620'CLEARING.  TAKE THE RIGHT FORK FOR 0.25 MILE TO AN
 HO0620'ANGULAR CROSS ROAD.  TAKE THE LEFT ROAD AND GO SOUTH FOR
 HO0620'0.15 MILE TO A FORK.  TAKE THE RIGHT FORK FOR 0.3 MILE TO A
 HO0620'FORK.  TAKE THE LEFT FORK FOR 0.4 MILE TO ANOTHER FORK.
 HO0620'TAKE THE LEFT FORK AND FOLLOW THE MAIN TRAVELED ROAD FOR
 HO0620'0.85 MILE TO A FORK.  FOLLOW THE MAIN TRAVELED ROAD (RIGHT
 HO0620'FORK) THAT WINDS THROUGH THE TREES AND HAS SEVERAL ALTERNATE
 HO0620'FORKS FOR 1.65 MILES TO A TRIANGLE BLAZE ON THE RIGHT.  TURN
 HO0620'LEFT AND FOLLOW THE TRACK ROAD WEST FOR 0.35 MILES TO ANOTHER
 HO0620'TRIANGLE BLAZE.  LEAVE THE ROAD HERE AND GO NORTHWEST FOR
 HO0620'ABOUT 0.2 MILE TO THE AZIMUTH MARK ON THE EDGE OF THE RIM.
 HO0620'TURN LEFT AND FOLLOW THE EDGE OF THE RIM AS CLOSELY AS
 HO0620'POSSIBLE FOR ABOUT 0.4 MILE TO THE STATION.
 HO0620'
 HO0620'THE STATION MARK, STAMPED MESA 1938, IS A STANDARD DISK THAT
 HO0620'IS SET IN A DRILL HOLE IN THE BEDROCK LEDGE.  IT IS ABOUT 15
 HO0620'FEET EAST OF THE SHEER CLIFF AND ABOUT 14 FEET WEST OF A WITNESS
 HO0620'POST.
 HO0620'
 HO0620'REFERENCE MARK 1, STAMPED MESA NO 1 1938, IS A STANDARD DISK
 HO0620'THAT IS SET IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH
 HO0620'THE SURROUNDING SURFACE.  IT IS ABOUT 2 FEET LOWER THAN THE
 HO0620'STATION.
 HO0620'
 HO0620'REFERENCE MARK 2, STAMPED MESA NO 2 1938, IS A STANDARD DISK
 HO0620'THAT IS SET IN THE LEDGE OF BEDROCK WHICH FORMS THE RIM OF
 HO0620'THE MESA.  IT IS ABOUT 5 FEET EAST OF THE BRIM AND ABOUT 1
 HO0620'FOOT LOWER THAN THE STATION.
 HO0620'
 HO0620'THE AZIMUTH MARK, STAMPED MESA 1938, IS A STANDARD AZIMUTH-MARK
 HO0620'DISK THAT IS SET IN A DRILL HOLE IN THE LEDGE OF BEDROCK THAT
 HO0620'FORMS THE RIM OF THE MESA, ABOUT 5 FEET EAST OF THE BRIM.
 HO0620'IT IS 2 FEET SOUTH OF A SMALL CAIRN.
 HO0620'
 HO0620'HEIGHT OF STAND--4.69 METERS.
 HO0620
 HO0620                          STATION RECOVERY (1972)
 HO0620
 HO0620'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 HO0620'GENERAL LOCATION ON LARGE FLAT TOPPED MESA ABOUT 18 MILES
 HO0620'ESE OF ST. GEORGE, UTAH AND ABOUT 10 MILES SSE OF HURRICANE,
 HO0620'UTAH AND ABOUT 2 MILES N OF THE ARIZONA-UTAH STATE LINE
 HO0620'
 HO0620'TO REACH AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 HO0620'
 HO0620'STATION MARK STD. USC AND GS BC SET IN DRILL HOLE IN BEDROCK
 HO0620'STAMPED MESA 1938
 HO0620'
 HO0620'REFERENCE MARKS STD USC AND GS BCS SET IN DRILL HOLE IN
 HO0620'BEDROCK STAMPED MESA NO 1 1938 AND MESA NO 2 1938 RESPECTIVELY
 HO0620'COND GOOD
 HO0620'
 HO0620'AZIMUTH MARK NOT OBSERVED
 HO0620
 HO0620                          STATION RECOVERY (2020)
 HO0620
 HO0620'RECOVERY NOTE BY PEAK BAGGER 2020 (TWG)
 HO0620'TO REACH FROM HURRICANE UT, TAKE UT59 EAST TO VIRTUAL MILE MARKER 8.9,
 HO0620'THEN TURN RIGHT ONTO A DIRT ROAD.  GO 0.8 MI (1.3 KM) AND TURN RIGHT
 HO0620'ONTO A ROAD SIGNED 'LITTLE CREEK MESA ROAD'.  GO 2.2 MI (3.5 KM) AND
 HO0620'TAKE THE LEFT FORK.  GO 6.3 MI (10.1 KM), STAYING ON THE MAIN ROAD,
 HO0620'THEN TURN LEFT AND GO 0.4 MI (0.6 KM) TO THE END OF ROAD AT AN
 HO0620'OVERLOOK.  HIKE SOUTH A FEW HUNDRED FEET TO THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0548 ***********************************************************************
 JO0548  DESIGNATION -  MESA
 JO0548  PID         -  JO0548
 JO0548  STATE/COUNTY-  UT/MILLARD
 JO0548  COUNTRY     -  US
 JO0548  USGS QUAD   -  BURNOUT CANYON (2017)
 JO0548
 JO0548                         *CURRENT SURVEY CONTROL
 JO0548  ______________________________________________________________________
 JO0548* NAD 83(1994) POSITION- 38 54 17.08063(N) 113 20 26.71218(W)   ADJUSTED
 JO0548* NAVD 88 ORTHO HEIGHT -  1816.2   (meters)     5959.    (feet) VERTCON3
 JO0548  ______________________________________________________________________
 JO0548  GEOID HEIGHT    -        -20.437 (meters)                     GEOID18
 JO0548  LAPLACE CORR    -          3.01  (seconds)                    DEFLEC18
 JO0548  HORZ ORDER      -  SECOND
 JO0548
 JO0548.The horizontal coordinates were established by classical geodetic methods
 JO0548.and adjusted by the National Geodetic Survey in November 1997.
 JO0548
 JO0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0548
 JO0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0548.GEOID18 height accuracy estimate available here.
 JO0548
 JO0548.Click photographs - Photos may exist for this station.
 JO0548
 JO0548.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0548
 JO0548. The following values were computed from the NAD 83(1994) position.
 JO0548
 JO0548;                    North         East     Units Scale Factor Converg.
 JO0548;SPC UT C     - 2,065,082.346   340,335.131   MT  1.00002950   -1 10 44.9
 JO0548;SPC UT C     - 6,775,191.00  1,116,582.84   sFT  1.00002950   -1 10 44.9
 JO0548;UTM  12      - 4,308,810.765   297,026.520   MT  1.00010733   -1 28 14.0
 JO0548
 JO0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0548!SPC UT C     -   0.99971833  x   1.00002950  =   0.99974782
 JO0548!UTM  12      -   0.99971833  x   1.00010733  =   0.99982563
 JO0548
 JO0548:                Primary Azimuth Mark                     Grid Az
 JO0548:SPC UT C     -  MESA AZ MK                               283 10 20.3
 JO0548:UTM  12      -  MESA AZ MK                               283 27 49.4
 JO0548
 JO0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ9702608810(NAD 83)
 JO0548
 JO0548|---------------------------------------------------------------------|
 JO0548| PID    Reference Object                     Distance      Geod. Az  |
 JO0548|                                                           dddmmss.s |
 JO0548| CM5142 MESA RM 1                             9.748 METERS 01541     |
 JO0548| CM5143 MESA RM 2                             9.089 METERS 10327     |
 JO0548| CM5141 MESA AZ MK                                         2815935.4 |
 JO0548|---------------------------------------------------------------------|
 JO0548
 JO0548                          SUPERSEDED SURVEY CONTROL
 JO0548
 JO0548  NAD 83(1986)-  38 54 17.07531(N)    113 20 26.70986(W) AD(       ) 2
 JO0548  NAD 27      -  38 54 17.23820(N)    113 20 23.83240(W) AD(       ) 2
 JO0548  NGVD 29 (07/19/86) 1815.0    (m)         5955.     (f) VERT ANG       
 JO0548
 JO0548.Superseded values are not recommended for survey control.
 JO0548
 JO0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0548.See file dsdata.pdf to determine how the superseded data were derived.
 JO0548
 JO0548_MARKER: DS = TRIANGULATION STATION DISK
 JO0548_SETTING: 66 = SET IN ROCK OUTCROP
 JO0548_STAMPING: MESA 1957
 JO0548_MARK LOGO: CGS
 JO0548_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0548+STABILITY: POSITION/ELEVATION WELL
 JO0548
 JO0548  HISTORY     - Date     Condition        Report By
 JO0548  HISTORY     - 1957     MONUMENTED       CGS
 JO0548  HISTORY     - 1958     GOOD             USGS
 JO0548
 JO0548                          STATION DESCRIPTION
 JO0548
 JO0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 JO0548'STATION IS LOCATED, AIRLINE, ABOUT 43 MILES EAST SOUTHEAST
 JO0548'OF BAKER, NEVADA, 7-1/2 MILES SOUTH OF U.S. HIGHWAY 6, 6 MILES
 JO0548'WEST OF THE WEST EDGE OF SEVIER LAKE, 2 MILES EAST OF THE
 JO0548'MAIN ROAD RUNNING NORTH AND SOUTH FROM WHITE VALLEY AND ON
 JO0548'THE HIGHEST POINT OF A LARGE MESA THAT DROPS OFF SHARP TO
 JO0548'THE WEST.
 JO0548'
 JO0548'STATION IS REACHED AS FOLLOWS--FROM THE BUSINESS CENTER IN
 JO0548'DELTA, GO WESTERLY ON U.S. HIGHWAY 50 AND 6 FOR 42.3 MILES
 JO0548'TO A DIRT CROSSROAD.  CONTINUE WESTERLY ON THE HIGHWAY AND
 JO0548'GO 6.7 MILES TO A DIRT ROAD FORK ON THE LEFT AT THE WEST EDGE
 JO0548'OF A HIGHWAY CUT BANK.  TURN LEFT AND GO 0.9 MILE TO A REVERSE
 JO0548'FORK.  CONTINUE SOUTHERLY ON THE MAIN TRAVELED ROAD FOR 5.8
 JO0548'MILES TO A WATER TANK ON THE RIGHT.  CONTINUE SOUTHERLY FOR
 JO0548'1.4 MILES TO A LARGE ROCKY KNOLL ON THE LEFT.  TURN LEFT,
 JO0548'CROSS COUNTRY, AND GO EASTERLY FOR 0.4 MILE TO THE SOUTH BASE
 JO0548'OF THE LARGE ROCKY KNOLL AND THE AZIMUTH MARK IN A LARGE
 JO0548'BOULDER.  CONTINUE EASTERLY, CROSS COUNTRY, FOR ABOUT 1.3 MILES
 JO0548'TO AS FAR UP THE BASE OF THE MESA AS POSSIBLE AND THE END
 JO0548'OF TRUCK TRAVEL.  FROM HERE PACK EASTERLY UP THE ROCKY
 JO0548'SLOPE TO THE HIGHEST POINT AND THE STATION.  TIME OF PACK
 JO0548'IS ABOUT 45 MINUTES.
 JO0548'
 JO0548'STATION MARK, STAMPED MESA 1957, IS A STANDARD DISK CEMENTED
 JO0548'IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND
 JO0548'AND MARKED WITH A 2 FOOT CAIRN.
 JO0548'
 JO0548'REFERENCE MARK NUMBER 1, STAMPED MESA NO 1 1957, IS A STANDARD
 JO0548'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH
 JO0548'WITH THE GROUND AND EXPOSED ABOUT 6 BY 2 FEET.  IT IS AT ABOUT
 JO0548'THE SAME ELEVATION AS THE STATION.
 JO0548'
 JO0548'REFERENCE MARK NUMBER 2, STAMPED MESA NO 2 1957, IS A STANDARD
 JO0548'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 2 FEET
 JO0548'SQUARE, PROJECTING 6 INCHES ON THE EAST SIDE AND IS ABOUT
 JO0548'2 FEET LOWER THAN THE STATION.
 JO0548'
 JO0548'AZIMUTH MARK, STAMPED MESA 1957, IS A STANDARD DISK CEMENTED
 JO0548'IN A DRILL HOLE IN A LARGE BOULDER 6 BY 5 FEET AND PROJECTING
 JO0548'2 FEET.  IT IS AT THE EXTREME SOUTH END OF A LARGE ROCKY KNOLL
 JO0548'AND IN A BOULDER WHICH HAS FALLEN FROM THE KNOLL.
 JO0548'
 JO0548'HEIGHT OF LIGHT ABOVE STATION MARK 1.53 METERS.
 JO0548
 JO0548                          STATION RECOVERY (1958)
 JO0548
 JO0548'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JO0548'RECOVERED IN GOOD CONDITION.
 JO0548'
 JO0548'STATION MARK--STANDARD DISK, STAMPED ---MESA 1957---, CEMENTED IN A
 JO0548'DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND AND MARKED
 JO0548'WITH A 2 FT. CAIRN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0553 ***********************************************************************
 HM0553  DESIGNATION -  MESA
 HM0553  PID         -  HM0553
 HM0553  STATE/COUNTY-  UT/SAN JUAN
 HM0553  COUNTRY     -  US
 HM0553  USGS QUAD   -  BLACK MESA BUTTE (2017)
 HM0553
 HM0553                         *CURRENT SURVEY CONTROL
 HM0553  ______________________________________________________________________
 HM0553* NAD 83(1994) POSITION- 37 30 42.14448(N) 109 34 37.99606(W)   ADJUSTED
 HM0553* NAVD 88 ORTHO HEIGHT -  1721.4   (meters)     5648.    (feet) VERTCON3
 HM0553  ______________________________________________________________________
 HM0553  GEOID HEIGHT    -        -20.195 (meters)                     GEOID18
 HM0553  LAPLACE CORR    -         -5.72  (seconds)                    DEFLEC18
 HM0553  HORZ ORDER      -  SECOND
 HM0553
 HM0553.The horizontal coordinates were established by classical geodetic methods
 HM0553.and adjusted by the National Geodetic Survey in November 1997.
 HM0553
 HM0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0553
 HM0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0553.GEOID18 height accuracy estimate available here.
 HM0553
 HM0553.Click photographs - Photos may exist for this station.
 HM0553
 HM0553.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0553
 HM0553. The following values were computed from the NAD 83(1994) position.
 HM0553
 HM0553;                    North         East     Units Scale Factor Converg.
 HM0553;SPC UT S     - 3,095,532.620   669,977.682   MT  0.99996253   +1 10 41.0
 HM0553;SPC UT S     -10,155,926.60  2,198,085.11   sFT  0.99996253   +1 10 41.0
 HM0553;UTM  12      - 4,152,590.913   625,743.267   MT  0.99979476   +0 51 59.3
 HM0553
 HM0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0553!SPC UT S     -   0.99973311  x   0.99996253  =   0.99969565
 HM0553!UTM  12      -   0.99973311  x   0.99979476  =   0.99952792
 HM0553
 HM0553:                Primary Azimuth Mark                     Grid Az
 HM0553:SPC UT S     -  BLANDING MUN AIRPORT BEACON              046 15 22.0
 HM0553:UTM  12      -  BLANDING MUN AIRPORT BEACON              046 34 03.7
 HM0553
 HM0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG2574352590(NAD 83)
 HM0553
 HM0553|---------------------------------------------------------------------|
 HM0553| PID    Reference Object                     Distance      Geod. Az  |
 HM0553|                                                           dddmmss.s |
 HM0553| CM7623 MESA RM 1                            18.829 METERS 01947     |
 HM0553| HM0531 BLANDING MUN AIRPORT BEACON         APPROX.11.6 KM 0472603.0 |
 HM0553| CM7624 MESA RM 2                            17.302 METERS 28850     |
 HM0553|---------------------------------------------------------------------|
 HM0553
 HM0553                          SUPERSEDED SURVEY CONTROL
 HM0553
 HM0553  NAD 83(1986)-  37 30 42.13577(N)    109 34 37.99922(W) AD(       ) 2
 HM0553  NAD 27      -  37 30 42.12716(N)    109 34 35.55783(W) AD(       ) 2
 HM0553  NGVD 29 (07/19/86) 1720.4    (m)         5644.     (f) VERT ANG       
 HM0553
 HM0553.Superseded values are not recommended for survey control.
 HM0553
 HM0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0553.See file dsdata.pdf to determine how the superseded data were derived.
 HM0553
 HM0553_MARKER: DD = SURVEY DISK
 HM0553_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HM0553_STAMPING: MESA
 HM0553_MARK LOGO: WSMR
 HM0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0553
 HM0553  HISTORY     - Date     Condition        Report By
 HM0553  HISTORY     - 1966     MONUMENTED       WSMR
 HM0553
 HM0553                          STATION DESCRIPTION
 HM0553
 HM0553'DESCRIBED BY WHITE SANDS MISSILE RANGE 1966
 HM0553'STATION IS LOCATED ABOUT 10.0 MILES SOUTHWEST OF BLANDING AND
 HM0553'2.0 MILES WEST OF COTTONWOOD WASH ON U.S. GOVERNMENT PROPERTY.
 HM0553'
 HM0553'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF MAIN AND
 HM0553'CENTER STREETS, IN BLANDING, GO SOUTH ON MAIN STREET (STATE
 HM0553'HIGHWAY 47) 4.0 MILES TO THE JUNCTION OF STATE HIGHWAY 95.
 HM0553'BEAR LEFT AND CONTINUE ON STATE HIGHWAY 47, SOUTHERLY, 2.8
 HM0553'MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW BLADED
 HM0553'ROAD, WESTERLY, 4.0 MILES TO COTTONWOOD WASH.  CONTINUE
 HM0553'WESTERLY, ON BLADED ROAD, 1.8 MILES TO A Y FORK.  TAKE LEFT
 HM0553'FORK, SOUTHERLY, 0.8 MILE TO TWO LARGE POLES AT
 HM0553'CROSSROAD.  TURN RIGHT AND GO WEST NORTHWESTERLY, ON TRACK
 HM0553'ROAD, 0.1 MILE TO A CROSSROAD.  TURN RIGHT AND GO 0.3 MILE TO
 HM0553'STATION.
 HM0553'
 HM0553'STATION, STAMPED MESA, IS A STANDARD WSPG BRONZE DISK SET IN
 HM0553'THE TOP OF A 6-INCH DIAMETER CONCRETE MONUMENT THAT PROJECTS
 HM0553'ABOUT 6-INCHES ABOVE THE GROUND.  IT IS 71.5 FEET WEST OF THE
 HM0553'CENTERLINE OF TRACK ROAD AND 4.8 FEET SOUTH OF A METAL WITNESS
 HM0553'SIGN.
 HM0553'
 HM0553'R.M. NO. 1, STAMPED MESA NO 1 1966, IS A STANDARD USC AND GS
 HM0553'BRONZE DISK SET IN THE TOP OF A CONCRETE MONUMENT THAT IS
 HM0553'12-INCHES IN DIAMETER THAT IS FLUSH WITH THE GROUND.  IT IS
 HM0553'53.0 FEET NORTH OF A METAL WITNESS SIGN, 41.5 FEET WEST OF
 HM0553'THE CENTERLINE OF TRACK ROAD AND ABOUT THE SAME ELEVATION AS
 HM0553'THE STATION.
 HM0553'
 HM0553'R.M. NO 2, STAMPED MESA NO 2 1966, IS A STANDARD USC AND GS
 HM0553'BRONZE DISK SET IN THE TOP OF A CONCRETE MONUMENT THAT IS
 HM0553'12-INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND.  IT IS
 HM0553'ABOUT THE SAME ELEVATION AS THE STATION.
 HM0553'
 HM0553'HEIGHT OF LIGHT ABOVE STATION MARK 1.35 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0484 ***********************************************************************
 HM0484  DESIGNATION -  MESA
 HM0484  PID         -  HM0484
 HM0484  STATE/COUNTY-  UT/SAN JUAN
 HM0484  COUNTRY     -  US
 HM0484  USGS QUAD   -  WHITE MESA VILLAGE SE (2017)
 HM0484
 HM0484                         *CURRENT SURVEY CONTROL
 HM0484  ______________________________________________________________________
 HM0484* NAD 83(1994) POSITION- 37 05 50.91668(N) 109 19 43.85202(W)   ADJUSTED
 HM0484* NAVD 88 ORTHO HEIGHT -  1779.2   (meters)     5837.    (feet) VERTCON3
 HM0484  ______________________________________________________________________
 HM0484  GEOID HEIGHT    -        -20.718 (meters)                     GEOID18
 HM0484  LAPLACE CORR    -          1.00  (seconds)                    DEFLEC18
 HM0484  HORZ ORDER      -  THIRD
 HM0484
 HM0484.The horizontal coordinates were established by classical geodetic methods
 HM0484.and adjusted by the National Geodetic Survey in November 1997.
 HM0484
 HM0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0484
 HM0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0484.GEOID18 height accuracy estimate available here.
 HM0484
 HM0484.Click photographs - Photos may exist for this station.
 HM0484
 HM0484.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0484
 HM0484. The following values were computed from the NAD 83(1994) position.
 HM0484
 HM0484;                    North         East     Units Scale Factor Converg.
 HM0484;SPC UT S     - 3,050,053.526   692,997.926   MT  1.00002257   +1 19 48.9
 HM0484;SPC UT S     -10,006,717.28  2,273,610.70   sFT  1.00002257   +1 19 48.9
 HM0484;UTM  12      - 4,106,992.435   648,508.316   MT  0.99987169   +1 00 29.4
 HM0484
 HM0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0484!SPC UT S     -   0.99972412  x   1.00002257  =   0.99974668
 HM0484!UTM  12      -   0.99972412  x   0.99987169  =   0.99959585
 HM0484
 HM0484:                Primary Azimuth Mark                     Grid Az
 HM0484:SPC UT S     -  OIL                                      243 14 23.7
 HM0484:UTM  12      -  OIL                                      243 33 43.2
 HM0484
 HM0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG4850806992(NAD 83)
 HM0484
 HM0484|---------------------------------------------------------------------|
 HM0484| PID    Reference Object                     Distance      Geod. Az  |
 HM0484|                                                           dddmmss.s |
 HM0484| HM0485 OIL                                 APPROX.15.3 KM 2443412.6 |
 HM0484|---------------------------------------------------------------------|
 HM0484
 HM0484                          SUPERSEDED SURVEY CONTROL
 HM0484
 HM0484  NAD 83(1992)-  37 05 50.91752(N)    109 19 43.85453(W) AD(       ) 3
 HM0484  NAD 83(1992)-  37 05 50.91604(N)    109 19 43.85546(W) AD(       ) 3
 HM0484  NAD 83(1986)-  37 05 50.91034(N)    109 19 43.85780(W) AD(       ) 3
 HM0484  NGVD 29 (08/22/88) 1778.2    (m)         5834.     (f) VERT ANG       
 HM0484
 HM0484.Superseded values are not recommended for survey control.
 HM0484
 HM0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0484.See file dsdata.pdf to determine how the superseded data were derived.
 HM0484
 HM0484_MARKER: DD = SURVEY DISK
 HM0484_SETTING: 80 = SET IN A BOULDER
 HM0484_MARK LOGO: USGS
 HM0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0484+STABILITY: SURFACE MOTION
 HM0484
 HM0484  HISTORY     - Date     Condition        Report By
 HM0484  HISTORY     - 1949     MONUMENTED       USGS
 HM0484  HISTORY     - 1961     GOOD             USGS
 HM0484
 HM0484                          STATION DESCRIPTION
 HM0484
 HM0484'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 HM0484'TEXT PREVIOUSLY SUBMITTED BY RMMC.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0753 ***********************************************************************
 HN0753  DESIGNATION -  MESKIN=ET U 67
 HN0753  PID         -  HN0753
 HN0753  STATE/COUNTY-  UT/SAN JUAN
 HN0753  COUNTRY     -  US
 HN0753  USGS QUAD   -  GUNSIGHT BUTTE (2017)
 HN0753
 HN0753                         *CURRENT SURVEY CONTROL
 HN0753  ______________________________________________________________________
 HN0753* NAD 83(1994) POSITION- 37 00 48.70154(N) 111 16 49.10207(W)   ADJUSTED
 HN0753* NAVD 88 ORTHO HEIGHT -  1522.1   (meters)     4994.    (feet) VERTCON3
 HN0753  ______________________________________________________________________
 HN0753  GEOID HEIGHT    -        -23.432 (meters)                     GEOID18
 HN0753  LAPLACE CORR    -          1.21  (seconds)                    DEFLEC18
 HN0753  HORZ ORDER      -  SECOND
 HN0753
 HN0753.The horizontal coordinates were established by classical geodetic methods
 HN0753.and adjusted by the National Geodetic Survey in November 1997.
 HN0753
 HN0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0753
 HN0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0753.GEOID18 height accuracy estimate available here.
 HN0753
 HN0753.Click photographs - Photos may exist for this station.
 HN0753
 HN0753.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0753
 HN0753. The following values were computed from the NAD 83(1994) position.
 HN0753
 HN0753;                    North         East     Units Scale Factor Converg.
 HN0753;SPC UT S     - 3,038,519.168   519,552.638   MT  1.00004104   +0 08 04.6
 HN0753;SPC UT S     - 9,968,874.97  1,704,565.61   sFT  1.00004104   +0 08 04.6
 HN0753;UTM  12      - 4,096,409.821   475,063.854   MT  0.99960766   -0 10 07.5
 HN0753
 HN0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0753!SPC UT S     -   0.99976486  x   1.00004104  =   0.99980590
 HN0753!UTM  12      -   0.99976486  x   0.99960766  =   0.99937262
 HN0753
 HN0753:                Primary Azimuth Mark                     Grid Az
 HN0753:SPC UT S     -  ET U 16                                  004 51 35.1
 HN0753:UTM  12      -  ET U 16                                  005 09 47.2
 HN0753
 HN0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF7506396409(NAD 83)
 HN0753
 HN0753|---------------------------------------------------------------------|
 HN0753| PID    Reference Object                     Distance      Geod. Az  |
 HN0753|                                                           dddmmss.s |
 HN0753| HN0755 ET U 16                             APPROX. 1.9 KM 0045939.7 |
 HN0753|---------------------------------------------------------------------|
 HN0753
 HN0753                          SUPERSEDED SURVEY CONTROL
 HN0753
 HN0753  NAD 83(1992)-  37 00 48.70066(N)    111 16 49.10256(W) AD(       ) 2
 HN0753  NAD 83(1986)-  37 00 48.69582(N)    111 16 49.10401(W) AD(       ) 2
 HN0753  NAD 27      -  37 00 48.73082(N)    111 16 46.55840(W) AD(       ) 2
 HN0753  NGVD 29 (07/19/86) 1521.1    (m)         4990.     (f) VERT ANG       
 HN0753
 HN0753.Superseded values are not recommended for survey control.
 HN0753
 HN0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0753.See file dsdata.pdf to determine how the superseded data were derived.
 HN0753
 HN0753_MARKER: DD = SURVEY DISK
 HN0753_SETTING: 66 = SET IN ROCK OUTCROP
 HN0753_STAMPING: MESKIN 1953
 HN0753_MARK LOGO: USGS
 HN0753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0753+STABILITY: POSITION/ELEVATION WELL
 HN0753
 HN0753  HISTORY     - Date     Condition        Report By
 HN0753  HISTORY     - 1953     MONUMENTED       USGS
 HN0753  HISTORY     - 1954     GOOD             USGS
 HN0753  HISTORY     - 1959     GOOD             CGS
 HN0753  HISTORY     - 1963     GOOD             CGS
 HN0753  HISTORY     - 1963     GOOD             USGS
 HN0753
 HN0753                          STATION DESCRIPTION
 HN0753
 HN0753'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0753'LOCATED ABOUT 70 MI. E. OF KANAB, 23 MI. NE. OF NAVAJO BRIDGE
 HN0753'ON THE COLORADO RIVER.  3/4 MI. N. OF THE UTAH-ARIZONA BORDER.
 HN0753'1.0 MI. S. OF THE COLORADO RIVER, ON THE HIGHEST S. TIP OF A
 HN0753'PROMINENT ISOLATED VERTICAL-WALLED MESA.
 HN0753'
 HN0753'STATION REACHED BY HELICOPTER.
 HN0753'
 HN0753'STATION MARK--STANDARD TABLET STAMPED MESKIN 1953 CEMENTED
 HN0753'IN ROCK OUTCROP.
 HN0753'
 HN0753'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER WEDGED IN ROCK,
 HN0753'5.35 FT. FROM STATION MARK S 05 DEG 01 MIN W.
 HN0753'
 HN0753'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER WEDGED IN ROCK,
 HN0753'4.93 FT. FROM STATION MARK N 87 DEG 40 MIN E.
 HN0753
 HN0753                          STATION RECOVERY (1954)
 HN0753
 HN0753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (WHC)
 HN0753'RECOVERED AS DESCRIBED.
 HN0753
 HN0753                          STATION RECOVERY (1959)
 HN0753
 HN0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RCH)
 HN0753'STATION FOUND AS DESCRIBED AND ALL MARKS IN GOOD CONDITION.
 HN0753'
 HN0753'STATION REACHED BY HELICOPTER.
 HN0753'
 HN0753'SIGNAL--WHITE FLAG OVER RED X-TGTS. ON 2X2 POLE CENTERED OVER
 HN0753'STATION MARK.  (VERTICAL ANGLES WERE SHOT TO A FLASHING LIGHT
 HN0753'CENTERED OVER STATION MARK 4.0 FT. ABOVE STATION MARK.)
 HN0753'
 HN0753'SIGNAL DATA--TOP WHITE FLAG 11.1 FT.
 HN0753'
 HN0753'TOP RED X-TGT. 8.0
 HN0753'
 HN0753'BOTTOM RED X-TGT. 5.5
 HN0753
 HN0753                          STATION RECOVERY (1963)
 HN0753
 HN0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0753'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF PAGE, 1-1/2
 HN0753'MILES SOUTHEAST OF THE COLORADO RIVER AND 3/4 MILE NORTH OF
 HN0753'THE ARIZONA-UTAH STATE LINE ON THE EXTREME SOUTH END OF A
 HN0753'PROMINENT, ISOLATED BUTTE.
 HN0753'
 HN0753'TO REACH THE STATION BY HELICOPTER FROM THE PAGE AIRPORT FLY
 HN0753'NORTHEAST ON A TRUE COURSE OF 52 DEGREES FOR ABOUT 13 MILES
 HN0753'TO THE BUTTE AND STATION.  THE WALLS OF THE BUTTE ARE VERTICAL
 HN0753'AND THERE IS NO OTHER FEASIBLE WAY TO REACH THE STATION EXCEPT
 HN0753'BY HELICOPTER.
 HN0753'
 HN0753'THE MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED MESKIN ET
 HN0753'U 67 1953, CEMENTED IN A DRILL HOLE IN BEDROCK ON THE HIGHEST
 HN0753'POINT OF THE BUTTE.
 HN0753
 HN0753                          STATION RECOVERY (1963)
 HN0753
 HN0753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 HN0753'RECOVERED IN GOOD CONDITION.
 HN0753'
 HN0753'STATION MARK--STANDARD TABLET, STAMPED ---MESKIN 1953---, CEMENTED
 HN0753'IN ROCK OUTCROP, AND ADDITIONALLY STAMPED ---ET U 67--- IN 1959.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0485 ***********************************************************************
 KN0485  DESIGNATION -  MEXICAN
 KN0485  PID         -  KN0485
 KN0485  STATE/COUNTY-  UT/EMERY
 KN0485  COUNTRY     -  US
 KN0485  USGS QUAD   -  MEXICAN MOUNTAIN (2017)
 KN0485
 KN0485                         *CURRENT SURVEY CONTROL
 KN0485  ______________________________________________________________________
 KN0485* NAD 83(1994) POSITION- 39 00 22.01730(N) 110 28 14.14301(W)   ADJUSTED
 KN0485* NAVD 88 ORTHO HEIGHT -  1949.6   (meters)     6396.    (feet) VERTCON3
 KN0485  ______________________________________________________________________
 KN0485  GEOID HEIGHT    -        -19.116 (meters)                     GEOID18
 KN0485  LAPLACE CORR    -         -7.60  (seconds)                    DEFLEC18
 KN0485  HORZ ORDER      -  THIRD
 KN0485
 KN0485.The horizontal coordinates were established by classical geodetic methods
 KN0485.and adjusted by the National Geodetic Survey in November 1997.
 KN0485
 KN0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0485
 KN0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0485.GEOID18 height accuracy estimate available here.
 KN0485
 KN0485.Click photographs - Photos may exist for this station.
 KN0485
 KN0485.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0485
 KN0485. The following values were computed from the NAD 83(1994) position.
 KN0485
 KN0485;                    North         East     Units Scale Factor Converg.
 KN0485;SPC UT C     - 2,075,206.311   589,164.217   MT  1.00000262   +0 39 33.9
 KN0485;SPC UT C     - 6,808,406.04  1,932,949.60   sFT  1.00000262   +0 39 33.9
 KN0485;UTM  12      - 4,317,588.564   545,838.273   MT  0.99962587   +0 19 59.6
 KN0485
 KN0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0485!SPC UT C     -   0.99969720  x   1.00000262  =   0.99969982
 KN0485!UTM  12      -   0.99969720  x   0.99962587  =   0.99932319
 KN0485
 KN0485:                Primary Azimuth Mark                     Grid Az
 KN0485:SPC UT C     -  DRAGON                                   168 53 11.8
 KN0485:UTM  12      -  DRAGON                                   169 12 46.1
 KN0485
 KN0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ4583817588(NAD 83)
 KN0485
 KN0485|---------------------------------------------------------------------|
 KN0485| PID    Reference Object                     Distance      Geod. Az  |
 KN0485|                                                           dddmmss.s |
 KN0485| JN0428 DRAGON                              APPROX. 7.6 KM 1693245.7 |
 KN0485|---------------------------------------------------------------------|
 KN0485
 KN0485                          SUPERSEDED SURVEY CONTROL
 KN0485
 KN0485  NAD 83(1986)-  39 00 22.00623(N)    110 28 14.13700(W) AD(       ) 3
 KN0485  NAD 27      -  39 00 22.09634(N)    110 28 11.59125(W) AD(       ) 3
 KN0485  NGVD 29 (07/19/86) 1948.6    (m)         6393.     (f) VERT ANG       
 KN0485
 KN0485.Superseded values are not recommended for survey control.
 KN0485
 KN0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0485.See file dsdata.pdf to determine how the superseded data were derived.
 KN0485
 KN0485_MARKER: DD = SURVEY DISK
 KN0485_SETTING: 0 = UNSPECIFIED SETTING
 KN0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0485
 KN0485  HISTORY     - Date     Condition        Report By
 KN0485  HISTORY     - 1952     MONUMENTED       USGS
 KN0485
 KN0485                          STATION DESCRIPTION
 KN0485
 KN0485'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 KN0485'LOCATED ABOUT 43.0 MI. NE. FROM HANKSVILLE AND 16.0 MI. W. OF GREEN
 KN0485'RIVER ON VERY PROMINIENT ROCKY BUTTE IN CENTER OF HORSESHOE FORMED BY
 KN0485'MEXICAN BEND ON SAN RAFAEL RIVER.
 KN0485'
 KN0485'STATION REACHED BY HELICOPTER.
 KN0485'
 KN0485'STATION MARK - STANDARD TABLET STAMPED ---MEXICAN 1952--- SET IN
 KN0485'NATURALLY EMBEDDED ROCK.
 KN0485'
 KN0485'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 KN0485'---NO.1 1952--- SET IN NATURALLY EMBEDDED ROCK, 31.42 FT. FROM STATION
 KN0485'MARK, N 89 DEG 28 MIN E.
 KN0485'
 KN0485'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED
 KN0485'---NO.2 1952--- SET IN NATURALLY EMBEDDED ROCK, 58.21 FT. FROM STATION
 KN0485'MARK, S 13 DEG 13 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0705 ***********************************************************************
 MS0705  DESIGNATION -  MG 46
 MS0705  PID         -  MS0705
 MS0705  STATE/COUNTY-  UT/BOX ELDER
 MS0705  COUNTRY     -  US
 MS0705  USGS QUAD   -  PLAIN CITY (2017)
 MS0705
 MS0705                         *CURRENT SURVEY CONTROL
 MS0705  ______________________________________________________________________
 MS0705* NAD 83(1994) POSITION- 41 20 38.98551(N) 112 01 10.66123(W)   ADJUSTED
 MS0705* NAVD 88 ORTHO HEIGHT -  1538.0   (meters)     5046.    (feet) VERTCON3
 MS0705  ______________________________________________________________________
 MS0705  GEOID HEIGHT    -        -16.412 (meters)                     GEOID18
 MS0705  LAPLACE CORR    -         15.80  (seconds)                    DEFLEC18
 MS0705  HORZ ORDER      -  SECOND
 MS0705
 MS0705.The horizontal coordinates were established by classical geodetic methods
 MS0705.and adjusted by the National Geodetic Survey in November 1997.
 MS0705
 MS0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0705
 MS0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0705.GEOID18 height accuracy estimate available here.
 MS0705
 MS0705.Click photographs - Photos may exist for this station.
 MS0705
 MS0705.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0705
 MS0705. The following values were computed from the NAD 83(1994) position.
 MS0705
 MS0705;                    North         East     Units Scale Factor Converg.
 MS0705;SPC UT N     - 1,112,382.909   456,511.272   MT  0.99995817   -0 20 33.4
 MS0705;SPC UT N     - 3,649,542.93  1,497,737.40   sFT  0.99995817   -0 20 33.4
 MS0705;UTM  12      - 4,577,464.961   414,694.736   MT  0.99968956   -0 40 24.9
 MS0705
 MS0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0705!SPC UT N     -   0.99976139  x   0.99995817  =   0.99971957
 MS0705!UTM  12      -   0.99976139  x   0.99968956  =   0.99945103
 MS0705
 MS0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1469477464(NAD 83)
 MS0705
 MS0705                          SUPERSEDED SURVEY CONTROL
 MS0705
 MS0705  NAD 83(1993)-  41 20 38.98452(N)    112 01 10.65890(W) AD(       ) 2
 MS0705  NAD 83(1986)-  41 20 38.97479(N)    112 01 10.64909(W) AD(       ) 2
 MS0705  NAD 27      -  41 20 39.18410(N)    112 01 07.84960(W) AD(       ) 2
 MS0705  NGVD 29 (07/19/86) 1537.0    (m)         5043.     (f) VERT ANG       
 MS0705
 MS0705.Superseded values are not recommended for survey control.
 MS0705
 MS0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0705.See file dsdata.pdf to determine how the superseded data were derived.
 MS0705
 MS0705_MARKER: DB = BENCH MARK DISK
 MS0705_SETTING: 66 = SET IN ROCK OUTCROP
 MS0705_STAMPING: MG-46
 MS0705_MARK LOGO: USGS
 MS0705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0705+STABILITY: POSITION/ELEVATION WELL
 MS0705
 MS0705  HISTORY     - Date     Condition        Report By
 MS0705  HISTORY     - 1963     MONUMENTED       USGS
 MS0705
 MS0705                          STATION DESCRIPTION
 MS0705
 MS0705'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (JCC)
 MS0705'THE STATION IS ABOUT 5-1/2 MILES NORTHEAST OF PLAIN CITY,
 MS0705'4-1/2 MILES SOUTH-SOUTHEAST OF WILLARD, 1-3/4 MILES NORTH
 MS0705'OF PLEASANT VIEW, ON THE SOUTHWEST END OF A RIDGE WITH HIGHER
 MS0705'GROUND TO THE NORTHEAST AND EAST.
 MS0705'
 MS0705'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WILLARD,
 MS0705'GO SOUTH ON U.S. HIGHWAYS 91, 191 AND 30S FOR 4.3 MILES TO
 MS0705'THE JUNCTION OF STATE HIGHWAY 84.  TAKE THE RIGHT FORK, FOLLOWING
 MS0705'THE U.S. HIGHWAYS FOR 1.4 MILES TO THE WEBER COUNTY LINE.
 MS0705'CONTINUE AHEAD ON THE HIGHWAY FOR 0.35 MILE TO VERNES DINNER
 MS0705'HOUSE AND PLEASANT VIEW DRIVE ON THE LEFT.  TURN LEFT, EAST,
 MS0705'ON PLEASANT VIEW DRIVE FOR 1.4 MILES TO 1100 WEST STREET.  TURN
 MS0705'LEFT, NORTH, ON 1100 WEST STREET FOR 0.6 MILE TO THE END
 MS0705'OF THE PAVEMENT AND CANAL.  CROSS OVER THE CANAL AND CONTINUE
 MS0705'FOR 0.4 MILE TO A CROSSROAD, TURN LEFT, WESTERLY, FOR 0.25
 MS0705'MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND TAKE THE
 MS0705'LEFT FORK STRAIGHT AHEAD FOR 0.55 MILE TO ANOTHER WIRE
 MS0705'GATE.  PASS THROUGH AND CONTINUE FOR 0.15 MILE TO A FORK,
 MS0705'TAKE THE RIGHT FORK, NORTHEASTERLY, UP GRADE FOR 0.4 MILE
 MS0705'TO THE END OF TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL,
 MS0705'PACK WEST-NORTHWEST THROUGH ROCKY AREA DOWN HILL FOR ABOUT 150
 MS0705'YARDS TO STATION PLEASANT.
 MS0705'
 MS0705'MG-46 IS A U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED MG-46,
 MS0705'CEMENTED IN A DRILL HOLE IN A 4 BY 4 FOOT ROCK OUTCROP PROJECTING
 MS0705'1 FOOT.  IT IS 180 FEET SOUTH OF THE NORTH SLOPE OF THE RIDGE,
 MS0705'150 FEET EAST OF THE WEST END OF THE RIDGE AND ABOUT 3 FEET
 MS0705'LOWER THAN STATION PLEASANT.
 MS0705'
 MS0705'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 MS0705'PLEASANT.  THE DISTANCE BEING 51.60 FEET OR 15.729 METERS,
 MS0705'SOUTHWEST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0404 ***********************************************************************
 JN0404  DESIGNATION -  MICA
 JN0404  PID         -  JN0404
 JN0404  STATE/COUNTY-  UT/EMERY
 JN0404  COUNTRY     -  US
 JN0404  USGS QUAD   -  GREEN RIVER (2017)
 JN0404
 JN0404                         *CURRENT SURVEY CONTROL
 JN0404  ______________________________________________________________________
 JN0404* NAD 83(1994) POSITION- 38 59 05.28356(N) 110 10 06.68509(W)   ADJUSTED
 JN0404* NAVD 88 ORTHO HEIGHT -  1304.    (meters)     4278.    (feet) SCALED
 JN0404  ______________________________________________________________________
 JN0404  GEOID HEIGHT    -        -20.149 (meters)                     GEOID18
 JN0404  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC18
 JN0404  HORZ ORDER      -  THIRD
 JN0404
 JN0404.The horizontal coordinates were established by classical geodetic methods
 JN0404.and adjusted by the National Geodetic Survey in November 1997.
 JN0404
 JN0404.The orthometric height was scaled from a topographic map.
 JN0404
 JN0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0404.GEOID18 height accuracy estimate available here.
 JN0404
 JN0404.Click photographs - Photos may exist for this station.
 JN0404
 JN0404.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0404
 JN0404. The following values were computed from the NAD 83(1994) position.
 JN0404
 JN0404;                    North         East     Units Scale Factor Converg.
 JN0404;SPC UT C     - 2,073,185.582   615,362.346   MT  1.00000802   +0 51 10.5
 JN0404;SPC UT C     - 6,801,776.36  2,018,901.30   sFT  1.00000802   +0 51 10.5
 JN0404;UTM  12      - 4,315,418.685   572,014.930   MT  0.99966386   +0 31 23.2
 JN0404
 JN0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0404!SPC UT C     -   0.99979861  x   1.00000802  =   0.99980663
 JN0404!UTM  12      -   0.99979861  x   0.99966386  =   0.99946254
 JN0404
 JN0404:                Primary Azimuth Mark                     Grid Az
 JN0404:SPC UT C     -  GREEN RIVER WEST BASE                    302 35 16.1
 JN0404:UTM  12      -  GREEN RIVER WEST BASE                    302 55 03.4
 JN0404
 JN0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ7201415418(NAD 83)
 JN0404
 JN0404|---------------------------------------------------------------------|
 JN0404| PID    Reference Object                     Distance      Geod. Az  |
 JN0404|                                                           dddmmss.s |
 JN0404| JN0408 GREEN RIVER HOTEL                   APPROX. 0.8 KM 0223918.6 |
 JN0404| JN0407 GREEN RIVER SCHOOLHOUSE             APPROX. 1.2 KM 0292349.7 |
 JN0404| JN0402 GREEN RIVER WEST BASE               APPROX. 1.7 KM 3032626.6 |
 JN0404|---------------------------------------------------------------------|
 JN0404
 JN0404                          SUPERSEDED SURVEY CONTROL
 JN0404
 JN0404  NAD 83(1986)-  38 59 05.27190(N)    110 10 06.67802(W) AD(       ) 3
 JN0404  NAD 27      -  38 59 05.37200(N)    110 10 04.18300(W) AD(       ) 3
 JN0404  USCA        -  38 59 00.04000(N)    110 10 10.17000(W) AD(       ) 3
 JN0404  USSD        -  38 59 06.04000(N)    110 10 04.78200(W) AD(       ) 3
 JN0404
 JN0404.Superseded values are not recommended for survey control.
 JN0404
 JN0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0404.See file dsdata.pdf to determine how the superseded data were derived.
 JN0404
 JN0404_MARKER: H = DRILL HOLE
 JN0404_SETTING: 0 = UNSPECIFIED SETTING
 JN0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0404
 JN0404  HISTORY     - Date     Condition        Report By
 JN0404  HISTORY     - 1898     MONUMENTED       CGS
 JN0404  HISTORY     - 1954     SEE DESCRIPTION  USGS
 JN0404
 JN0404                          STATION DESCRIPTION
 JN0404
 JN0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (CHS)
 JN0404'ABOUT 800 METERS SOUTH OF THE DEPOT AT GREEN RIVER, ON THE EAST
 JN0404'END AND HIGHEST POINT OF A CONSPICUOUS HILL SLOPING TO THE WESTWARD.
 JN0404'THE STATION IS MARKED BY A DRILL HOLE IN A PIECE OF SANDSTONE
 JN0404'ABOVE WHICH IS A PILE OF BRICKS USED FOR SECURING THE BASE OF
 JN0404'THE SIGNAL POLE.
 JN0404
 JN0404                          STATION RECOVERY (1954)
 JN0404
 JN0404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JN0404'STATION DESTROYED.  A NEW STATION WAS ESTABLISHED WITHIN A
 JN0404'FEW FEET OF THE OLD POSITION.  THE HILL WAS SPADED TRYING TO
 JN0404'LOCATE THE OLD STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0470 ***********************************************************************
 LP0470  DESIGNATION -  MICHAEL AFB AIRWAY BEACON
 LP0470  PID         -  LP0470
 LP0470  STATE/COUNTY-  UT/TOOELE
 LP0470  COUNTRY     -  US
 LP0470  USGS QUAD   -  CAMELS BACK RIDGE NW (2017)
 LP0470
 LP0470                         *CURRENT SURVEY CONTROL
 LP0470  ______________________________________________________________________
 LP0470* NAD 83(1994) POSITION- 40 11 02.43563(N) 112 55 46.96573(W)   ADJUSTED
 LP0470  ______________________________________________________________________
 LP0470  GEOID HEIGHT    -        -18.542 (meters)                     GEOID18
 LP0470  LAPLACE CORR    -          3.10  (seconds)                    DEFLEC18
 LP0470  HORZ ORDER      -  THIRD
 LP0470
 LP0470.The horizontal coordinates were established by classical geodetic methods
 LP0470.and adjusted by the National Geodetic Survey in June 1998.
 LP0470
 LP0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0470.GEOID18 height accuracy estimate available here.
 LP0470
 LP0470.Click photographs - Photos may exist for this station.
 LP0470
 LP0470.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0470
 LP0470. The following values were computed from the NAD 83(1994) position.
 LP0470
 LP0470;                    North         East     Units Scale Factor Converg.
 LP0470;SPC UT C     - 2,206,434.323   378,254.913   MT  0.99991733   -0 54 57.0
 LP0470;SPC UT C     - 7,238,943.27  1,240,991.33   sFT  0.99991733   -0 54 57.0
 LP0470;UTM  12      - 4,449,966.277   335,718.037   MT  0.99993224   -1 14 43.5
 LP0470
 LP0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK3571849966(NAD 83)
 LP0470
 LP0470                          SUPERSEDED SURVEY CONTROL
 LP0470
 LP0470  NAD 83(1986)-  40 11 02.42975(N)    112 55 46.96180(W) AD(       ) 3
 LP0470  NAD 27      -  40 11 02.64619(N)    112 55 44.08677(W) AD(       ) 3
 LP0470
 LP0470.Superseded values are not recommended for survey control.
 LP0470
 LP0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0470.See file dsdata.pdf to determine how the superseded data were derived.
 LP0470
 LP0470_MARKER: 21 = AIRPORT BEACON
 LP0470
 LP0470  HISTORY     - Date     Condition        Report By
 LP0470  HISTORY     - 1965     FIRST OBSERVED   CGS
 LP0470
 LP0470                          STATION DESCRIPTION
 LP0470
 LP0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0470'THE STATION IS THE CENTER OF THE 24 INCH REVOLVING LIGHT ATOP
 LP0470'A 75 FOOT STEEL TOWER.  IT IS ABOUT 0.15 MILE WEST OF THE
 LP0470'CONTROL TOWER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0472 ***********************************************************************
 LP0472  DESIGNATION -  MICHAEL AFB CONTROL TOWER
 LP0472  PID         -  LP0472
 LP0472  STATE/COUNTY-  UT/TOOELE
 LP0472  COUNTRY     -  US
 LP0472  USGS QUAD   -  CAMELS BACK RIDGE NW (2017)
 LP0472
 LP0472                         *CURRENT SURVEY CONTROL
 LP0472  ______________________________________________________________________
 LP0472* NAD 83(1994) POSITION- 40 11 01.87400(N) 112 55 36.97060(W)   ADJUSTED
 LP0472  ______________________________________________________________________
 LP0472  GEOID HEIGHT    -        -18.538 (meters)                     GEOID18
 LP0472  LAPLACE CORR    -          3.16  (seconds)                    DEFLEC18
 LP0472  HORZ ORDER      -  THIRD
 LP0472
 LP0472.The horizontal coordinates were established by classical geodetic methods
 LP0472.and adjusted by the National Geodetic Survey in November 1997.
 LP0472
 LP0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0472.GEOID18 height accuracy estimate available here.
 LP0472
 LP0472.Click photographs - Photos may exist for this station.
 LP0472
 LP0472.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0472
 LP0472. The following values were computed from the NAD 83(1994) position.
 LP0472
 LP0472;                    North         East     Units Scale Factor Converg.
 LP0472;SPC UT C     - 2,206,413.228   378,491.039   MT  0.99991732   -0 54 50.6
 LP0472;SPC UT C     - 7,238,874.07  1,241,766.02   sFT  0.99991732   -0 54 50.6
 LP0472;UTM  12      - 4,449,943.824   335,954.041   MT  0.99993129   -1 14 37.0
 LP0472
 LP0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK3595449943(NAD 83)
 LP0472
 LP0472                          SUPERSEDED SURVEY CONTROL
 LP0472
 LP0472  NAD 83(1986)-  40 11 01.86701(N)    112 55 36.95891(W) AD(       ) 3
 LP0472  NAD 27      -  40 11 02.07981(N)    112 55 34.06115(W) AD(       ) 3
 LP0472
 LP0472.Superseded values are not recommended for survey control.
 LP0472
 LP0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0472.See file dsdata.pdf to determine how the superseded data were derived.
 LP0472
 LP0472_MARKER: 55 = TOWER
 LP0472
 LP0472  HISTORY     - Date     Condition        Report By
 LP0472  HISTORY     - 1965     FIRST OBSERVED   CGS
 LP0472
 LP0472                          STATION DESCRIPTION
 LP0472
 LP0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0472'THE STATION IS THE TOP AND CENTER OF THE CONTROL TOWER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0475 ***********************************************************************
 LP0475  DESIGNATION -  MICHAEL AFB WEATHER STA DOME
 LP0475  PID         -  LP0475
 LP0475  STATE/COUNTY-  UT/TOOELE
 LP0475  COUNTRY     -  US
 LP0475  USGS QUAD   -  CAMELS BACK RIDGE NW (2017)
 LP0475
 LP0475                         *CURRENT SURVEY CONTROL
 LP0475  ______________________________________________________________________
 LP0475* NAD 83(1994) POSITION- 40 11 01.12433(N) 112 55 25.12509(W)   ADJUSTED
 LP0475  ______________________________________________________________________
 LP0475  GEOID HEIGHT    -        -18.534 (meters)                     GEOID18
 LP0475  LAPLACE CORR    -          3.25  (seconds)                    DEFLEC18
 LP0475  HORZ ORDER      -  THIRD
 LP0475
 LP0475.The horizontal coordinates were established by classical geodetic methods
 LP0475.and adjusted by the National Geodetic Survey in November 1997.
 LP0475
 LP0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0475.GEOID18 height accuracy estimate available here.
 LP0475
 LP0475.Click photographs - Photos may exist for this station.
 LP0475
 LP0475.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0475
 LP0475. The following values were computed from the NAD 83(1994) position.
 LP0475
 LP0475;                    North         East     Units Scale Factor Converg.
 LP0475;SPC UT C     - 2,206,385.645   378,770.838   MT  0.99991729   -0 54 43.0
 LP0475;SPC UT C     - 7,238,783.57  1,242,683.99   sFT  0.99991729   -0 54 43.0
 LP0475;UTM  12      - 4,449,914.632   336,233.681   MT  0.99993016   -1 14 29.4
 LP0475
 LP0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK3623349914(NAD 83)
 LP0475
 LP0475                          SUPERSEDED SURVEY CONTROL
 LP0475
 LP0475  NAD 83(1986)-  40 11 01.11716(N)    112 55 25.11264(W) AD(       ) 3
 LP0475  NAD 27      -  40 11 01.33066(N)    112 55 22.21607(W) AD(       ) 3
 LP0475
 LP0475.Superseded values are not recommended for survey control.
 LP0475
 LP0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0475.See file dsdata.pdf to determine how the superseded data were derived.
 LP0475
 LP0475_MARKER: 87 = DOME
 LP0475
 LP0475  HISTORY     - Date     Condition        Report By
 LP0475  HISTORY     - 1965     FIRST OBSERVED   CGS
 LP0475
 LP0475                          STATION DESCRIPTION
 LP0475
 LP0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0475'THE STATION IS THE TOP AND CENTER OF THE WEATHER STATION DOME.
 LP0475'IT IS ABOUT 0.2 MILE EAST OF THE CONTROL TOWER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0759 ***********************************************************************
 MS0759  DESIGNATION -  MICRO
 MS0759  PID         -  MS0759
 MS0759  STATE/COUNTY-  UT/BOX ELDER
 MS0759  COUNTRY     -  US
 MS0759  USGS QUAD   -  KELTON PASS (2017)
 MS0759
 MS0759                         *CURRENT SURVEY CONTROL
 MS0759  ______________________________________________________________________
 MS0759* NAD 83(1994) POSITION- 41 58 27.72184(N) 113 11 41.28136(W)   ADJUSTED
 MS0759* NAVD 88 ORTHO HEIGHT -  1656.7   (meters)     5435.    (feet) VERTCON3
 MS0759  ______________________________________________________________________
 MS0759  GEOID HEIGHT    -        -14.547 (meters)                     GEOID18
 MS0759  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC18
 MS0759  HORZ ORDER      -  SECOND
 MS0759
 MS0759.The horizontal coordinates were established by classical geodetic methods
 MS0759.and adjusted by the National Geodetic Survey in November 1997.
 MS0759
 MS0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0759
 MS0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0759.GEOID18 height accuracy estimate available here.
 MS0759
 MS0759.Click photographs - Photos may exist for this station.
 MS0759
 MS0759.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0759
 MS0759. The following values were computed from the NAD 83(1994) position.
 MS0759
 MS0759;                    North         East     Units Scale Factor Converg.
 MS0759;SPC UT N     - 1,183,616.574   359,531.925   MT  1.00003660   -1 07 02.9
 MS0759;SPC UT N     - 3,883,248.71  1,179,564.32   sFT  1.00003660   -1 07 02.9
 MS0759;UTM  12      - 4,649,260.235   318,154.153   MT  1.00000691   -1 28 05.8
 MS0759
 MS0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0759!SPC UT N     -   0.99974251  x   1.00003660  =   0.99977910
 MS0759!UTM  12      -   0.99974251  x   1.00000691  =   0.99974941
 MS0759
 MS0759:                Primary Azimuth Mark                     Grid Az
 MS0759:SPC UT N     -  STREVELL NE AIR BCN OF 2                 348 28 44.1
 MS0759:UTM  12      -  STREVELL NE AIR BCN OF 2                 348 49 47.0
 MS0759
 MS0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM1815449260(NAD 83)
 MS0759
 MS0759|---------------------------------------------------------------------|
 MS0759| PID    Reference Object                     Distance      Geod. Az  |
 MS0759|                                                           dddmmss.s |
 MS0759| CM5147 MICRO RM 2                           10.839 METERS 04229     |
 MS0759| CM5146 MICRO RM 1                            9.556 METERS 23005     |
 MS0759| NU1702 STREVELL NE AIR BCN OF 2            APPROX. 4.2 KM 3472141.2 |
 MS0759|---------------------------------------------------------------------|
 MS0759
 MS0759                          SUPERSEDED SURVEY CONTROL
 MS0759
 MS0759  NAD 83(1986)-  41 58 27.71426(N)    113 11 41.26392(W) AD(       ) 2
 MS0759  NAD 27      -  41 58 28.00929(N)    113 11 38.28616(W) AD(       ) 2
 MS0759  NGVD 29 (07/19/86) 1655.6    (m)         5432.     (f) VERT ANG       
 MS0759
 MS0759.Superseded values are not recommended for survey control.
 MS0759
 MS0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0759.See file dsdata.pdf to determine how the superseded data were derived.
 MS0759
 MS0759_MARKER: DD = SURVEY DISK
 MS0759_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0759+WITH SETTING: INFORMATION.
 MS0759_STAMPING: MICRO 1968
 MS0759_MARK LOGO: USGS
 MS0759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0759
 MS0759  HISTORY     - Date     Condition        Report By
 MS0759  HISTORY     - 1968     MONUMENTED       USGS
 MS0759
 MS0759                          STATION DESCRIPTION
 MS0759
 MS0759'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JAB)
 MS0759'LOCATED ABOUT 24.7 MI. (AIRLINE) W. OF SNOWVILLE.  6.8 MI. W.
 MS0759'OF CURLEW JUNCTION.  2.4 MI. SSE. OF STREVELL.
 MS0759'
 MS0759'TO REACH FROM CURLEW JUNCTION GO W. ON U.S. 30S FOR 6.6 MI.
 MS0759'TO A T-RD.  TURN LEFT (S.) AND GO 1.7 MI. TO A CROSSROAD
 MS0759'AND CORRAL.  TURN LEFT ACROSS DRAIN FOR 0.3 MI.  TURN LEFT
 MS0759'ACROSS-COUNTRY FOR 0.3 MI. TO STATION AT EDGE OF CULTIVATED
 MS0759'FIELD.
 MS0759'
 MS0759'STATION MARK--A STANDARD USGS STATION MARK TABLET STAMPED
 MS0759'MICRO 1968 SET ON A COPPERWELD ROD AND LEVEL WITH THE SURROUNDING
 MS0759'SURFACE.
 MS0759'
 MS0759'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 MS0759'NO 1 1968 SET ON A COPPERWELD ROD AND ABOUT 1.0 FT. HIGHER
 MS0759'THAN THE STATION.
 MS0759'
 MS0759'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 MS0759'NO 2 1968 SET ON A COPPERWELD ROD ABOUT 1.5 FT. LOWER THAN
 MS0759'THE STATION.
 MS0759'
 MS0759'AZIMUTH MARK--A RED AND WHITE AIRWAY BEACON AT STREVELL, IDAHO
 MS0759'WITH A LIGHT ON THE TOP, ABOUT 2 MI. NNW. OF STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1104 ***********************************************************************
 LO1104  DESIGNATION -  MICRO TOWER SEC
 LO1104  PID         -  LO1104
 LO1104  STATE/COUNTY-  UT/DUCHESNE
 LO1104  COUNTRY     -  US
 LO1104  USGS QUAD   -  TABBY MOUNTAIN (2017)
 LO1104
 LO1104                         *CURRENT SURVEY CONTROL
 LO1104  ______________________________________________________________________
 LO1104* NAD 83(1994) POSITION- 40 21 18.25877(N) 110 47 57.29548(W)   ADJUSTED
 LO1104* NAVD 88 ORTHO HEIGHT -  3047.5   (meters)     9998.    (feet) VERTCON3
 LO1104  ______________________________________________________________________
 LO1104  GEOID HEIGHT    -        -15.184 (meters)                     GEOID18
 LO1104  LAPLACE CORR    -         -7.63  (seconds)                    DEFLEC18
 LO1104  HORZ ORDER      -  THIRD
 LO1104
 LO1104.The horizontal coordinates were established by classical geodetic methods
 LO1104.and adjusted by the National Geodetic Survey in November 1997.
 LO1104
 LO1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1104
 LO1104.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1104.GEOID18 height accuracy estimate available here.
 LO1104
 LO1104.Click photographs - Photos may exist for this station.
 LO1104
 LO1104.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1104
 LO1104. The following values were computed from the NAD 83(1994) position.
 LO1104
 LO1104;                    North         East     Units Scale Factor Converg.
 LO1104;SPC UT C     - 2,224,687.783   559,524.573   MT  0.99993996   +0 26 56.0
 LO1104;SPC UT C     - 7,298,829.83  1,835,706.87   sFT  0.99993996   +0 26 56.0
 LO1104;UTM  12      - 4,467,187.274   517,046.985   MT  0.99960358   +0 07 48.0
 LO1104
 LO1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1104!SPC UT C     -   0.99952454  x   0.99993996  =   0.99946453
 LO1104!UTM  12      -   0.99952454  x   0.99960358  =   0.99912831
 LO1104
 LO1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK1704667187(NAD 83)
 LO1104
 LO1104                          SUPERSEDED SURVEY CONTROL
 LO1104
 LO1104  NAD 83(1993)-  40 21 18.25833(N)    110 47 57.29446(W) AD(       ) 3
 LO1104  NAD 83(1986)-  40 21 18.24321(N)    110 47 57.28626(W) AD(       ) 3
 LO1104  NAD 27      -  40 21 18.42291(N)    110 47 54.70479(W) AD(       ) 3
 LO1104  NGVD 29 (07/19/86) 3045.9    (m)         9993.     (f) VERT ANG       
 LO1104
 LO1104.Superseded values are not recommended for survey control.
 LO1104
 LO1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1104.See file dsdata.pdf to determine how the superseded data were derived.
 LO1104
 LO1104_MARKER: 45 = MICROWAVE TOWER
 LO1104
 LO1104  HISTORY     - Date     Condition        Report By
 LO1104  HISTORY     - 1959     FIRST OBSERVED   USGS
 LO1104
 LO1104                          STATION DESCRIPTION
 LO1104
 LO1104'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO1104'LOCATED ABOUT 25 MI. (AIRLINE) NW. OF DUCHESNE AND ABOUT 5 MI. W. OF
 LO1104'TABIONA, 1/2 MI. N. OF HIGHEST POINT OF TABBIE MOUNTAIN.
 LO1104'
 LO1104'TO REACH FROM TABIONA POST OFFICE, GO S. ON U-35 FOR 0.1 MI. TO RD.
 LO1104'FORK RIGHT, TURN RIGHT AND GO 0.4 MI. TO RD. FORK RIGHT, TURN RIGHT
 LO1104'AND FOLLOW MAIN TRAVELED RD. FOR 5.05 MI. TO RD. FORKS, TAKE LEFT FORK
 LO1104'AND GO 1.9 MI. TO RD. FORKS, TAKE LEFT FORK AND GO 0.35 MI. TO RD.
 LO1104'FORKS, TAKE LEFT FORK FOR 0.6 MI. TO RD. FORKS, TAKE LEFT FORK AND
 LO1104'GO 0.3 MI. TO END OF RD. AND STATION.
 LO1104'
 LO1104'REFERENCE DATUM IS TOP OF STEEL PLATE ON NW. CONCRETE FOUNDATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0399 ***********************************************************************
 JN0399  DESIGNATION -  MICROWAVE
 JN0399  PID         -  JN0399
 JN0399  STATE/COUNTY-  UT/GRAND
 JN0399  COUNTRY     -  US
 JN0399  USGS QUAD   -  GREEN RIVER (2017)
 JN0399
 JN0399                         *CURRENT SURVEY CONTROL
 JN0399  ______________________________________________________________________
 JN0399* NAD 83(1994) POSITION- 38 56 21.27059(N) 110 07 38.33676(W)   ADJUSTED
 JN0399* NAVD 88 ORTHO HEIGHT -  1375.    (meters)     4511.    (feet) SCALED
 JN0399  ______________________________________________________________________
 JN0399  GEOID HEIGHT    -        -20.329 (meters)                     GEOID18
 JN0399  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 JN0399  HORZ ORDER      -  SECOND
 JN0399
 JN0399.The horizontal coordinates were established by classical geodetic methods
 JN0399.and adjusted by the National Geodetic Survey in November 1997.
 JN0399
 JN0399.The orthometric height was scaled from a topographic map.
 JN0399
 JN0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0399.GEOID18 height accuracy estimate available here.
 JN0399
 JN0399.Click photographs - Photos may exist for this station.
 JN0399
 JN0399.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0399
 JN0399. The following values were computed from the NAD 83(1994) position.
 JN0399
 JN0399;                    North         East     Units Scale Factor Converg.
 JN0399;SPC UT C     - 2,068,182.339   619,010.038   MT  1.00002001   +0 52 45.5
 JN0399;SPC UT C     - 6,785,361.56  2,030,868.77   sFT  1.00002001   +0 52 45.5
 JN0399;UTM  12      - 4,310,396.240   575,632.464   MT  0.99967044   +0 32 54.6
 JN0399
 JN0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0399!SPC UT C     -   0.99978750  x   1.00002001  =   0.99980751
 JN0399!UTM  12      -   0.99978750  x   0.99967044  =   0.99945801
 JN0399
 JN0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ7563210396(NAD 83)
 JN0399
 JN0399                          SUPERSEDED SURVEY CONTROL
 JN0399
 JN0399  NAD 83(1986)-  38 56 21.25869(N)    110 07 38.33117(W) AD(       ) 2
 JN0399  NAD 27      -  38 56 21.36028(N)    110 07 35.85852(W) AD(       ) 2
 JN0399
 JN0399.Superseded values are not recommended for survey control.
 JN0399
 JN0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0399.See file dsdata.pdf to determine how the superseded data were derived.
 JN0399
 JN0399_MARKER: DD = SURVEY DISK
 JN0399_SETTING: 66 = SET IN ROCK OUTCROP
 JN0399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0399+STABILITY: POSITION/ELEVATION WELL
 JN0399
 JN0399  HISTORY     - Date     Condition        Report By
 JN0399  HISTORY     - 1963     MONUMENTED       WSMR
 JN0399  HISTORY     - 1966     GOOD             DI
 JN0399
 JN0399                          STATION DESCRIPTION
 JN0399
 JN0399'DESCRIBED BY US DEPARTMENT OF INTERIOR 1966
 JN0399'TO REACH THE STATION FROM THE POST OFFICE IN GREEN RIVER, GO
 JN0399'NORTH ON BROADWAY FOR 0.1 MILE TO THE INTERSECTION OF BROADWAY
 JN0399'AND U.S. HIGHWAYS 6 AND 50, TURN RIGHT AND GO EAST ON U.S.
 JN0399'HIGHWAYS 6 AND 50 FOR 4.75 MILES TO A RAILROAD UNDERPASS, CONTINUE
 JN0399'STRAIGHT AHEAD FOR 0.25 MILE TO A GRAVELED ROAD ON THE RIGHT,
 JN0399'TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 1.1 MILES TO THE
 JN0399'CREST OF A RIDGE AND A DIM GRAVELED CROSSROADS, CONTINUE AHEAD
 JN0399'OVER THE RIDGE AND DOWNHILL FOR 0.4 MILE TO A PAVED CROSSROADS
 JN0399'AND A GUARD HOUSE IN THE SOUTHEAST ANGLE, CONTINUE STRAIGHT
 JN0399'AHEAD AND GO SOUTH ON GRAVELED ROAD FOR 1.2 MILES TO A CURVE TO
 JN0399'THE LEFT AND A FEW LARGE BOULDERS ON THE RIGHT, TURN SHARP
 JN0399'RIGHT ON A VERY DIM TRACK ROAD FOR 2.3 MILES TO A MICRO-WAVE
 JN0399'TOWER AT THE TOP OF THE HILL AND THE STATION.
 JN0399'
 JN0399'MICROWAVE (WSMR) IS A STANDARD WHITE SANDS MISSILE RANGE STATION
 JN0399'DISK, STAMPED MICROWAVE (WSMR) 1963, SET IN A DRILL HOLE IN A
 JN0399'BEDROCK, THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT
 JN0399'IS 43 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CINDER BLOCK
 JN0399'BUILDING, 32 FEET WEST OF A POWERLINE POLE WITH TRANSFORMER, 13
 JN0399'FEET SOUTH OF THE EDGE OF THE BLUFF AND ABOUT 1 FOOT HIGHER THAN
 JN0399'THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0677 ***********************************************************************
 MR0677  DESIGNATION -  MICROWAVE REL TWR SW EVANSTON
 MR0677  PID         -  MR0677
 MR0677  STATE/COUNTY-  UT/SUMMIT
 MR0677  COUNTRY     -  US
 MR0677  USGS QUAD   -  WAHSATCH (2017)
 MR0677
 MR0677                         *CURRENT SURVEY CONTROL
 MR0677  ______________________________________________________________________
 MR0677* NAD 83(1994) POSITION- 41 12 43.57929(N) 111 03 10.45180(W)   ADJUSTED
 MR0677  ______________________________________________________________________
 MR0677  GEOID HEIGHT    -        -15.245 (meters)                     GEOID18
 MR0677  LAPLACE CORR    -          4.48  (seconds)                    DEFLEC18
 MR0677  HORZ ORDER      -  THIRD
 MR0677
 MR0677.The horizontal coordinates were established by classical geodetic methods
 MR0677.and adjusted by the National Geodetic Survey in November 1997.
 MR0677
 MR0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0677.GEOID18 height accuracy estimate available here.
 MR0677
 MR0677.Click photographs - Photos may exist for this station.
 MR0677
 MR0677.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0677
 MR0677. The following values were computed from the NAD 83(1994) position.
 MR0677
 MR0677;                    North         East     Units Scale Factor Converg.
 MR0677;SPC UT N     - 1,097,683.778   537,493.943   MT  0.99995707   +0 17 41.3
 MR0677;SPC UT N     - 3,601,317.53  1,763,428.04   sFT  0.99995707   +0 17 41.3
 MR0677;SPC WY W     -   179,528.444   718,691.685   MT  1.00001883   -0 38 19.8
 MR0677;SPC WY W     -   589,002.90  2,357,907.64   sFT  1.00001883   -0 38 19.8
 MR0677;UTM  12      - 4,562,304.552   495,565.047   MT  0.99960024   -0 02 05.5
 MR0677
 MR0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL9556562304(NAD 83)
 MR0677
 MR0677                          SUPERSEDED SURVEY CONTROL
 MR0677
 MR0677  NAD 83(1993)-  41 12 43.57941(N)    111 03 10.45164(W) AD(       ) 3
 MR0677  NAD 83(1986)-  41 12 43.56557(N)    111 03 10.44362(W) AD(       ) 3
 MR0677  NAD 27      -  41 12 43.76300(N)    111 03 07.77800(W) AD(       ) 3
 MR0677
 MR0677.Superseded values are not recommended for survey control.
 MR0677
 MR0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0677.See file dsdata.pdf to determine how the superseded data were derived.
 MR0677
 MR0677_MARKER: 45 = MICROWAVE TOWER
 MR0677
 MR0677  HISTORY     - Date     Condition        Report By
 MR0677  HISTORY     - 1962     FIRST OBSERVED   CGS
 MR0677
 MR0677                          STATION DESCRIPTION
 MR0677
 MR0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0677'STATION IS ABOUT 6 MILES SOUTHWEST OF EVANSTON WYOMING, 2-1/2
 MR0677'MILES SOUTH OF U.S. HIGHWAY 30S AND 1/2 MILE WEST OF THE
 MR0677'UTAH-WYOMING STATE LINE.
 MR0677'
 MR0677'STATION IS THE TOP CENTER OF THE TOWER.  IT IS AN AMERICAN
 MR0677'TELEPHONE AND TELEGRAPH COMPANY TOWER AND IS CONSTRUCTED
 MR0677'OF STRUCTURAL STEEL, PAINTED GRAY AND IS ABOUT 150 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0755 ***********************************************************************
 MS0755  DESIGNATION -  MICROWAVE TWR 1 MI E OF ELDER
 MS0755  PID         -  MS0755
 MS0755  STATE/COUNTY-  UT/BOX ELDER
 MS0755  COUNTRY     -  US
 MS0755  USGS QUAD   -  MONUMENT PEAK NW (2017)
 MS0755
 MS0755                         *CURRENT SURVEY CONTROL
 MS0755  ______________________________________________________________________
 MS0755* NAD 83(1994) POSITION- 41 58 01.90669(N) 112 55 54.77678(W)   ADJUSTED
 MS0755  ______________________________________________________________________
 MS0755  GEOID HEIGHT    -        -15.001 (meters)                     GEOID18
 MS0755  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 MS0755  HORZ ORDER      -  THIRD
 MS0755
 MS0755.The horizontal coordinates were established by classical geodetic methods
 MS0755.and adjusted by the National Geodetic Survey in June 1998.
 MS0755
 MS0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0755.GEOID18 height accuracy estimate available here.
 MS0755
 MS0755.Click photographs - Photos may exist for this station.
 MS0755
 MS0755.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0755
 MS0755. The following values were computed from the NAD 83(1994) position.
 MS0755
 MS0755;                    North         East     Units Scale Factor Converg.
 MS0755;SPC UT N     - 1,182,428.122   381,307.754   MT  1.00003502   -0 56 38.8
 MS0755;SPC UT N     - 3,879,349.60  1,251,007.19   sFT  1.00003502   -0 56 38.8
 MS0755;SPC UT N     - 3,879,349.60  1,251,007.19   sFT  1.00003502   -0 56 38.8
 MS0755;SPC ID C     -    33,929.871   588,535.682   MT  1.00004379   +0 42 51.5
 MS0755;SPC ID C     -   111,318.25  1,930,887.48   sFT  1.00004379   +0 42 51.5
 MS0755;SPC UT N     - 1,182,428.122   381,307.754   MT  1.00003502   -0 56 38.8
 MS0755;UTM  12      - 4,647,939.111   339,920.683   MT  0.99991533   -1 17 31.7
 MS0755
 MS0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM3992047939(NAD 83)
 MS0755
 MS0755                          SUPERSEDED SURVEY CONTROL
 MS0755
 MS0755  NAD 83(1986)-  41 58 01.89799(N)    112 55 54.76014(W) AD(       ) 3
 MS0755  NAD 27      -  41 58 02.18913(N)    112 55 51.81130(W) AD(       ) 3
 MS0755
 MS0755.Superseded values are not recommended for survey control.
 MS0755
 MS0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0755.See file dsdata.pdf to determine how the superseded data were derived.
 MS0755
 MS0755_MARKER: 45 = MICROWAVE TOWER
 MS0755
 MS0755  HISTORY     - Date     Condition        Report By
 MS0755  HISTORY     - 1968     FIRST OBSERVED   USGS
 MS0755  HISTORY     - 20131031 GOOD             GEOCAC
 MS0755
 MS0755                          STATION DESCRIPTION
 MS0755
 MS0755'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0824 ***********************************************************************
 HN0824  DESIGNATION -  MIDDLE
 HN0824  PID         -  HN0824
 HN0824  STATE/COUNTY-  UT/SAN JUAN
 HN0824  COUNTRY     -  US
 HN0824  USGS QUAD   -  BOWDIE CANYON WEST (2017)
 HN0824
 HN0824                         *CURRENT SURVEY CONTROL
 HN0824  ______________________________________________________________________
 HN0824* NAD 83(1994) POSITION- 37 55 52.46677(N) 110 08 17.67119(W)   ADJUSTED
 HN0824* NAVD 88 ORTHO HEIGHT -  1883.1   (meters)     6178.    (feet) VERTCON3
 HN0824  ______________________________________________________________________
 HN0824  GEOID HEIGHT    -        -20.232 (meters)                     GEOID18
 HN0824  LAPLACE CORR    -          9.21  (seconds)                    DEFLEC18
 HN0824  HORZ ORDER      -  SECOND
 HN0824
 HN0824.The horizontal coordinates were established by classical geodetic methods
 HN0824.and adjusted by the National Geodetic Survey in November 1997.
 HN0824
 HN0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0824
 HN0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0824.GEOID18 height accuracy estimate available here.
 HN0824
 HN0824.Click photographs - Photos may exist for this station.
 HN0824
 HN0824.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0824
 HN0824. The following values were computed from the NAD 83(1994) position.
 HN0824
 HN0824;                    North         East     Units Scale Factor Converg.
 HN0824;SPC UT S     - 3,141,219.148   619,708.478   MT  0.99995458   +0 50 03.6
 HN0824;SPC UT S     -10,305,816.49  2,033,160.23   sFT  0.99995458   +0 50 03.6
 HN0824;UTM  12      - 4,198,536.192   575,731.343   MT  0.99967064   +0 31 47.1
 HN0824
 HN0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0824!SPC UT S     -   0.99970778  x   0.99995458  =   0.99966237
 HN0824!UTM  12      -   0.99970778  x   0.99967064  =   0.99937851
 HN0824
 HN0824:                Primary Azimuth Mark                     Grid Az
 HN0824:SPC UT S     -  MIDDLE AZ MK                             076 20 24.9
 HN0824:UTM  12      -  MIDDLE AZ MK                             076 38 41.4
 HN0824
 HN0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG7573198536(NAD 83)
 HN0824
 HN0824|---------------------------------------------------------------------|
 HN0824| PID    Reference Object                     Distance      Geod. Az  |
 HN0824|                                                           dddmmss.s |
 HN0824| CM7627 MIDDLE AZ MK                                       0771028.5 |
 HN0824| CM7628 MIDDLE RM 1                           9.347 METERS 08851     |
 HN0824| CM7629 MIDDLE RM 2                          14.985 METERS 16902     |
 HN0824| HN0825 SAGE                                  0.878 METERS 34346     |
 HN0824|---------------------------------------------------------------------|
 HN0824
 HN0824                          SUPERSEDED SURVEY CONTROL
 HN0824
 HN0824  NAD 83(1986)-  37 55 52.45971(N)    110 08 17.67165(W) AD(       ) 2
 HN0824  NAD 27      -  37 55 52.50261(N)    110 08 15.18629(W) AD(       ) 2
 HN0824  NGVD 29 (07/19/86) 1882.0    (m)         6175.     (f) VERT ANG       
 HN0824
 HN0824.Superseded values are not recommended for survey control.
 HN0824
 HN0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0824.See file dsdata.pdf to determine how the superseded data were derived.
 HN0824
 HN0824_MARKER: DS = TRIANGULATION STATION DISK
 HN0824_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0824_STAMPING: MIDDLE 1963
 HN0824_MARK LOGO: CGS
 HN0824_MAGNETIC: P = MARKER IS A STEEL PIPE
 HN0824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0824
 HN0824  HISTORY     - Date     Condition        Report By
 HN0824  HISTORY     - 1963     MONUMENTED       CGS
 HN0824
 HN0824                          STATION DESCRIPTION
 HN0824
 HN0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0824'THE STATION IS LOCATED ABOUT 19 MILES NORTHEAST OF HITE, 4
 HN0824'MILES EAST-SOUTHEAST OF THE JUNCTION OF COVE CANYON WITH THE
 HN0824'COLORADO RIVER, 3-1/4 MILE EAST OF THE COLORADO RIVER, ON THE
 HN0824'WEST EDGE OF DARK CANYON PLATEAU.
 HN0824'
 HN0824'TO REACH FROM HITE BY HELICOPTER, FLY NORTHEASTERLY ON A TRUE
 HN0824'COURSE OF 62 DEGREES FOR APPROXIMATELY 19 MILES TO THE STATION
 HN0824'AS DESCRIBED.
 HN0824'
 HN0824'THE STATION MARK, A STANDARD DISK STAMPED MIDDLE 1963, IS
 HN0824'BRAZED TO THE TOP OF A 2 1/4-INCH GALVANIZED PIPE THAT PROJECTS
 HN0824'8 INCHES ABOVE THE GROUND.  IT IS 39 FEET WEST OF A BUSHY
 HN0824'CEDAR TREE, 35 FEET NORTHWEST OF THE CENTER OF A TRACK ROAD
 HN0824'AND 23 FEET NORTHEAST OF A MANY PRONGED CEDAR STUMP.
 HN0824'
 HN0824'REFERENCE MARK 1, A STANDARD DISK STAMPED MIDDLE NO 1 1963,
 HN0824'IS BRAZED TO THE TOP OF A 2 1/4-INCH GALVANIZED PIPE THAT PROJECTS
 HN0824'2 INCHES ABOVE THE GROUND.  IT IS 27 FEET NORTH OF THE CENTER
 HN0824'OF A TRACK ROAD, 8 FEET WEST OF A BUSHY CEDAR TREE AND
 HN0824'APPROXIMATELY 6 INCHES LOWER THAN THE STATION MARK.
 HN0824'
 HN0824'REFERENCE MARK 2, A STANDARD DISK STAMPED MIDDLE R.M. NO 2
 HN0824'1963, IS BRAZED TO THE TOP OF A 2 1/4-INCH GALVANIZED PIPE
 HN0824'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 14 FEET SOUTH
 HN0824'OF THE CENTER OF A TRACK ROAD AND AT APPROXIMATELY THE SAME
 HN0824'ELEVATION AS THE STATION MARK.
 HN0824'
 HN0824'A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED ET SAGE U
 HN0824'188 1952, WAS BOLTED TO THE TOP OF A 1 1/8-INCH GALVANIZED
 HN0824'PIPE THAT PROJECTS 4 INCHES ABOVE THE GROUND AND LEANS EASTWARD.
 HN0824'THE SHANK OF THE DISK HAS BEEN BROKEN AND THE DISK NOW SITS
 HN0824'LOOSE IN TOP OF THE PIPE.  A TRAVERSE CONNECTION WAS MADE
 HN0824'TO THIS MARK FROM STATION MIDDLE.
 HN0824'
 HN0824'THE AZIMUTH MARK, A STANDARD DISK STAMPED MIDDLE 1963, IS
 HN0824'BRAZED TO THE TOP OF A 2 1/4-INCH GALVANIZED PIPE THAT PROJECTS
 HN0824'1 INCH ABOVE THE GROUND.  IT IS 63 FEET WEST-SOUTHWEST OF A
 HN0824'LARGE BUSHY CEDAR TREE AND 13 FEET NORTH OF THE CENTER OF
 HN0824'A TRACK ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0724 ***********************************************************************
 MS0724  DESIGNATION -  MIDDLE PROMONTORY CAIRN
 MS0724  PID         -  MS0724
 MS0724  STATE/COUNTY-  UT/BOX ELDER
 MS0724  COUNTRY     -  US
 MS0724  USGS QUAD   -  EAST PROMONTORY (2017)
 MS0724
 MS0724                         *CURRENT SURVEY CONTROL
 MS0724  ______________________________________________________________________
 MS0724* NAD 83(1994) POSITION- 41 23 53.87153(N) 112 29 09.35933(W)   ADJUSTED
 MS0724  ______________________________________________________________________
 MS0724  GEOID HEIGHT    -        -16.138 (meters)                     GEOID18
 MS0724  LAPLACE CORR    -          4.31  (seconds)                    DEFLEC18
 MS0724  HORZ ORDER      -  THIRD
 MS0724
 MS0724.The horizontal coordinates were established by classical geodetic methods
 MS0724.and adjusted by the National Geodetic Survey in June 1998.
 MS0724
 MS0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0724.GEOID18 height accuracy estimate available here.
 MS0724
 MS0724.Click photographs - Photos may exist for this station.
 MS0724
 MS0724.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0724
 MS0724. The following values were computed from the NAD 83(1994) position.
 MS0724
 MS0724;                    North         East     Units Scale Factor Converg.
 MS0724;SPC UT N     - 1,118,732.647   417,554.752   MT  0.99996015   -0 39 00.3
 MS0724;SPC UT N     - 3,670,375.36  1,369,927.55   sFT  0.99996015   -0 39 00.3
 MS0724;UTM  12      - 4,584,038.700   375,784.295   MT  0.99978989   -0 58 57.9
 MS0724
 MS0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL7578484038(NAD 83)
 MS0724
 MS0724                          SUPERSEDED SURVEY CONTROL
 MS0724
 MS0724  NAD 83(1993)-  41 23 53.87181(N)    112 29 09.36092(W) AD(       ) 3
 MS0724  NAD 83(1986)-  41 23 53.86040(N)    112 29 09.34738(W) AD(       ) 3
 MS0724  NAD 27      -  41 23 54.13900(N)    112 29 06.47200(W) AD(       ) 3
 MS0724  USSD        -  41 23 55.02500(N)    112 29 07.06500(W) AD(       ) 3
 MS0724
 MS0724.Superseded values are not recommended for survey control.
 MS0724
 MS0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0724.See file dsdata.pdf to determine how the superseded data were derived.
 MS0724
 MS0724_MARKER: 72 = CAIRN
 MS0724
 MS0724  HISTORY     - Date     Condition        Report By
 MS0724  HISTORY     - 1892     FIRST OBSERVED   CGS
 MS0724
 MS0724                          STATION DESCRIPTION
 MS0724
 MS0724'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0420 ***********************************************************************
 JN0420  DESIGNATION -  MIDTOP
 JN0420  PID         -  JN0420
 JN0420  STATE/COUNTY-  UT/EMERY
 JN0420  COUNTRY     -  US
 JN0420  USGS QUAD   -  THE FLAT TOPS (2017)
 JN0420
 JN0420                         *CURRENT SURVEY CONTROL
 JN0420  ______________________________________________________________________
 JN0420* NAD 83(1994) POSITION- 38 31 43.63616(N) 110 28 09.04259(W)   ADJUSTED
 JN0420* NAVD 88 ORTHO HEIGHT -  1857.0   (meters)     6093.    (feet) VERTCON3
 JN0420  ______________________________________________________________________
 JN0420  GEOID HEIGHT    -        -19.961 (meters)                     GEOID18
 JN0420  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 JN0420  HORZ ORDER      -  SECOND
 JN0420
 JN0420.The horizontal coordinates were established by classical geodetic methods
 JN0420.and adjusted by the National Geodetic Survey in November 1997.
 JN0420
 JN0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0420
 JN0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0420.GEOID18 height accuracy estimate available here.
 JN0420
 JN0420.Click photographs - Photos may exist for this station.
 JN0420
 JN0420.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0420
 JN0420. The following values were computed from the NAD 83(1994) position.
 JN0420
 JN0420;                    North         East     Units Scale Factor Converg.
 JN0420;SPC UT C     - 2,022,218.648   589,897.645   MT  1.00015604   +0 39 37.2
 JN0420;SPC UT C     - 6,634,562.35  1,935,355.86   sFT  1.00015604   +0 39 37.2
 JN0420;SPC UT S     - 3,207,170.260   589,886.999   MT  1.00003571   +0 37 53.7
 JN0420;SPC UT S     -10,522,191.09  1,935,320.93   sFT  1.00003571   +0 37 53.7
 JN0420;UTM  12      - 4,264,621.285   546,268.227   MT  0.99962636   +0 19 50.4
 JN0420
 JN0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0420!SPC UT C     -   0.99971184  x   1.00015604  =   0.99986784
 JN0420!SPC UT S     -   0.99971184  x   1.00003571  =   0.99974754
 JN0420!UTM  12      -   0.99971184  x   0.99962636  =   0.99933831
 JN0420
 JN0420:                Primary Azimuth Mark                     Grid Az
 JN0420:SPC UT C     -  MIDTOP AZ MK                             049 00 30.5
 JN0420:SPC UT S     -  MIDTOP AZ MK                             049 02 14.0
 JN0420:UTM  12      -  MIDTOP AZ MK                             049 20 17.3
 JN0420
 JN0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH4626864621(NAD 83)
 JN0420
 JN0420|---------------------------------------------------------------------|
 JN0420| PID    Reference Object                     Distance      Geod. Az  |
 JN0420|                                                           dddmmss.s |
 JN0420| CM7630 MIDTOP AZ MK                                       0494007.7 |
 JN0420| CM7631 MIDTOP RM 1                           4.784 METERS 10021     |
 JN0420| CM7632 MIDTOP RM 2                           6.446 METERS 19804     |
 JN0420|---------------------------------------------------------------------|
 JN0420
 JN0420                          SUPERSEDED SURVEY CONTROL
 JN0420
 JN0420  NAD 83(1986)-  38 31 43.62673(N)    110 28 09.03927(W) AD(       ) 2
 JN0420  NAD 27      -  38 31 43.69497(N)    110 28 06.53154(W) AD(       ) 2
 JN0420  NGVD 29 (07/19/86) 1855.9    (m)         6089.     (f) VERT ANG       
 JN0420
 JN0420.Superseded values are not recommended for survey control.
 JN0420
 JN0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0420.See file dsdata.pdf to determine how the superseded data were derived.
 JN0420
 JN0420_MARKER: DS = TRIANGULATION STATION DISK
 JN0420_SETTING: 66 = SET IN ROCK OUTCROP
 JN0420_STAMPING: MIDTOP 1938
 JN0420_MARK LOGO: CGS
 JN0420_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0420+STABILITY: POSITION/ELEVATION WELL
 JN0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0420+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2021
 JN0420
 JN0420  HISTORY     - Date     Condition        Report By
 JN0420  HISTORY     - 1938     MONUMENTED       CGS
 JN0420  HISTORY     - 1952     GOOD             USGS
 JN0420  HISTORY     - 1963     GOOD             CGS
 JN0420  HISTORY     - 1965     GOOD             CGS
 JN0420  HISTORY     - 20210927 GOOD             INDIV
 JN0420
 JN0420                          STATION DESCRIPTION
 JN0420
 JN0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JN0420'ABOUT 17 MILES NE OF HANKSVILLE, UTAH, AND ABOUT 2-1/4 MILES
 JN0420'N OF EMERY-WAYNE COUNTY LINE.  STATION IS LOCATED ON N END
 JN0420'OF A LARGE, FLAT-TOPPED MESA.  THIS MESA IS ABOUT 600 FEET
 JN0420'HIGHER THAN SURROUNDING HILLS.  IT IS ONE OF A GROUP OF THREE
 JN0420'MESAS KNOWN LOCALLY AS FLAT TOPS.  STATION IS AT NW POINT OF
 JN0420'TWO LARGE CONNECTED MESAS.
 JN0420'
 JN0420'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 JN0420'DISKS IN OUTCROPPING BEDROCK AS DESCRIBED.
 JN0420'
 JN0420'TO REACH STATION FROM GREEN RIVER, UTAH, GO E 0.1 MILE AND
 JN0420'S 0.1 MILE ON U.S. 50 TO GASOLINE SERVICE STATION WHERE
 JN0420'HIGHWAY TURNS E.  HERE LEAVE HIGHWAY AND FOLLOW A DIRT ROAD
 JN0420'ALONG RR TRACKS 0.2 MILE TO A POINT WHERE ROAD CROSSES TRACKS.
 JN0420'CROSS TRACKS AND GO S 0.1 MILE TO A FORK IN A WASH.  THENCE
 JN0420'TAKE EXTREME R FORK WHICH IS ROAD TO HANKSVILLE, UTAH, AND
 JN0420'FOLLOW MAIN-TRAVELED, GRADED ROAD 12.9 MILES TO SAN RAFAEL
 JN0420'RIVER.  THENCE CONTINUE SOUTHERLY ON MAIN-TRAVELED ROAD 10.3
 JN0420'MILES TO WHERE ROAD CROSSES A LARGE DRY WASH.  THENCE
 JN0420'CONTINUE SOUTHERLY ON MAIN-TRAVELED ROAD 12.3 MILES TO
 JN0420'A FORK WITH AN OIL-DRUM MAIL BOX IN FORK.  THENCE KEEP
 JN0420'STRAIGHT AHEAD ON L FORK 1.3 MILES TO A DIM FORK AT TOP
 JN0420'OF A SLIGHT HILL.  HERE TAKE DIM L FORK AND CONTINUE ON
 JN0420'0.2 MILE JUST BEFORE REACHING A SANDY SPOT.  THENCE TAKE
 JN0420'L FORK AROUND SANDY SPOT AND CONTINUE ON MAIN-TRAVELED ROAD
 JN0420'6.8 MILES SOUTHEASTERLY TO ANOTHER SANDY SPOT.  THENCE KEEP
 JN0420'TO R OF THIS SPOT AND CONTINUE ON MAIN-TRAVELED ROAD 0.4 MILE
 JN0420'TO AN OLD WELL AND SHACK.  CONTINUE ON TRACK ROAD
 JN0420'EASTERLY FROM THIS SHACK AND FOLLOW DIM ROAD TO R OF LONE
 JN0420'MESA ABOUT 3.0 MILES TO SADDLE AT SE END OF MESA.  THENCE
 JN0420'CONTINUE EASTERLY ON DIM ROAD 1.5 MILES TO A WASH.  THENCE
 JN0420'CONTINUE 0.1 MILE TO A SMALL, HIGH, SANDY KNOLL.  HERE
 JN0420'LEAVE TRACK ROAD AND GO ACROSS COUNTRY 0.8 MILE TO END OF
 JN0420'TRUCK TRAVEL AT NW SIDE OF MESA.  PACK UP A SMALL WASH IN
 JN0420'TALUS SLOPE AT THIS POINT ON OVER RIMROCK AND THENCE TURN R
 JN0420'AND CONTINUE TO STATION SITE.
 JN0420'
 JN0420'REFERENCE MARK NO. 1 IS E BY S OF STATION AT ABOUT SAME ELEVATION.
 JN0420'REFERENCE MARK NO. 2 IS S BY W OF STATION AT ABOUT SAME
 JN0420'ELEVATION.  AZIMUTH MARK IS NE OF STATION ABOUT 1/4 MILE
 JN0420'DISTANT.  IT IS ABOUT 20 FEET LOWER IN ELEVATION.  IT IS
 JN0420'LOCATED IN BARE BEDROCK ABOUT 100 FEET FROM EDGE OF RIMROCK.
 JN0420'
 JN0420'THIS STATION IS ABOUT A 45-MINUTE PACK FROM END OF TRUCK
 JN0420'TRAVEL.
 JN0420
 JN0420                          STATION RECOVERY (1952)
 JN0420
 JN0420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 JN0420'STATION FOUND AS DESCRIBED, ALL MARKS FOUND IN GOOD CONDITION.
 JN0420
 JN0420                          STATION RECOVERY (1963)
 JN0420
 JN0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JN0420'THE STATION MARK, REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 JN0420'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCES AND
 JN0420'DIRECTIONS TO THE REFERENCE MARKS AND THE DIRECTION TO THE
 JN0420'AZIMUTH MARK CHECKED WITH THE PREVIOUS MEASUREMENTS.  THE
 JN0420'1938 ROUTE TO THE STATION WAS NOT CHECKED.  A NEW AND COMPLETE
 JN0420'DESCRIPTION FOLLOWS--
 JN0420'
 JN0420'THE STATION IS LOCATED ABOUT 36-1/2 MILES SOUTHWEST OF THE
 JN0420'TOWN OF GREEN RIVER, 17 MILES NORTHEAST OF HANKSVILLE, 8-3/4
 JN0420'MILES EAST OF UTAH STATE HIGHWAY 24, 2 MILES NORTH OF THE
 JN0420'EMERY-WAYNE COUNTY LINE ON THE NORTHWEST ONE OF TWO FLAT
 JN0420'TOPPED MESAS KNOWN AS BIG FLAT TOP.
 JN0420'
 JN0420'TO REACH THE STATION BY HELICOPTER FROM THE HANKSVILLE AIRPORT
 JN0420'FLY NORTHEAST ON A TRUE COURSE OF 56 DEGREES FOR ABOUT 14
 JN0420'3/4 MILES TO THE NORTHWEST ONE OF TWO MESAS AND THE STATION.
 JN0420'TO REACH THE AZIMUTH MARK FROM THE STATION PACK NORTHEAST
 JN0420'ALONG THE TOP OF THE MESA AND OUT ON THE NORTHERLY MOST POINT
 JN0420'FOR 0.25 MILE TO A CAIRN AND THE MARK.
 JN0420'
 JN0420'THE STATION MARK IS A STANDARD DISK, STAMPED MIDTOP 1938,
 JN0420'CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK 3 BY 3 FEET
 JN0420'IN CROSS SECTION AND FLUSH WITH THE GROUND.  IT IS ABOUT
 JN0420'1/3 MILE SOUTHWEST OF THE NORTHERLY MOST POINT OF THE MESA
 JN0420'AND 50 FEET SOUTHEAST OF THE NORTHWEST RIM OF THE MESA.
 JN0420'
 JN0420'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MIDTOP NO 1
 JN0420'1938, CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK 2
 JN0420'BY 3 FEET IN CROSS SECTION AND FLUSH WITH THE GROUND.
 JN0420'
 JN0420'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MIDTOP NO 2 1938,
 JN0420'CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK 3 BY 4 FEET
 JN0420'IN CROSS SECTION AND PROJECTING 3 INCHES ABOVE THE GROUND.
 JN0420'
 JN0420'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MIDTOP 1938,
 JN0420'CEMENTED IN A DRILL HOLE IN BEDROCK ABOUT MIDWAY ALONG A
 JN0420'LONG, NARROW POINT OF THE MESA THAT IS THE NORTHERLY MOST
 JN0420'POINT AND ABOUT MIDWAY ACROSS ITS WIDTH.  IT IS 1.6 FEET
 JN0420'NORTHWEST OF A 2 FOOT CAIRN.
 JN0420
 JN0420                          STATION RECOVERY (1965)
 JN0420
 JN0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WRH)
 JN0420'STATION MARK, REFERENCE MARKS AND AZIMUTH WERE RECOVERED AND
 JN0420'FOUND IN GOOD CONDITION.
 JN0420'
 JN0420'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 JN0420'
 JN0420'STATION IS LOCATED ABOUT 17 MILES NORTHEAST OF HANKSVILLE,
 JN0420'ABOUT 5 MILES EAST OF STATE HIGHWAY 24 AND ABOUT 2.25 MILES
 JN0420'NORTH OF THE EMERY-WAYNE COUNTY LINE ON THE HIGHEST POINT
 JN0420'OF THE CENTER ONE OF THREE HIGH MESAS, ABOUT 150 FEET EAST
 JN0420'OF THE WEST EDGE OF THE MESA.
 JN0420'
 JN0420'STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 JN0420'BEDROCK, 150 FEET EAST OF THE WEST EDGE OF THE MESA.
 JN0420'IT IS STAMPED MIDTOP 1938.
 JN0420'
 JN0420'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 JN0420'HOME IN BEDROCK.  IT IS STAMPED MIDTOP NO. 1 1938.
 JN0420'
 JN0420'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 JN0420'HOLE IN BEDROCK.  IT IS STAMPED MIDTOP NO. 2 1938.
 JN0420'
 JN0420'AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 JN0420'BEDROCK, ABOUT 100 FEET EAST OF THE WEST EDGE OF
 JN0420'THE MESA.  IT IS STAMPED MIDTOP 1938.
 JN0420'
 JN0420'AZIMUTH REACHED FROM STATION BY PACKING NORTHEAST FOR ABOUT
 JN0420'0.25 MILE TO MARK AS DESCRIBED.
 JN0420'
 JN0420'TO REACH THE STATION FROM THE POST OFFICE IN HANKSVILLE,
 JN0420'GO WEST 0.1 MILE TO AN INTERSECTION, TURN RIGHT AND GO NORTH
 JN0420'0.1 MILE PASSING THE HANKSVILLE GRADE SCHOOL TO AND INTERSECTION
 JN0420'AND STATE HIGHWAY 24, TURN RIGHT AND GO EAST FOR 0.15 MILE
 JN0420'TO JUNCTION OF STATE 24 AND STATE 95, TURN LEFT AND GO NORTH,
 JN0420'EAST AND NORTHEAST ON STATE 24 FOR 19.3 MILES TO A BLADED
 JN0420'ROAD SHARP RIGHT, TURN RIGHT AND GO SOUTHEAST ON BLADED ROAD
 JN0420'FOR 7.25 MILES TO JEFFRIES WELL, CORRAL AND SOME BUILDINGS,
 JN0420'TURN LEFT AND GO NORTHEAST AND EAST ON WELL TRAVELED ROAD
 JN0420'FOR 5.1 MILES, HERE TURN RIGHT AND WORK WAY SOUTH CROSS
 JN0420'COUNTRY TO A SADDLE BETWEEN TWO MESAS AND END OF TRUCK
 JN0420'TRAVEL (4 WHEEL DRIVE REQUIRED LAST 0.84 MILE TO SADDLE)
 JN0420'PACK UP SHARP INCLINE TO TOP OF SADDLE THEN PACK WEST TO
 JN0420'TOP OF MESA, ABOUT 0.25 MILE, CONTINUE ON TOP OF MESA
 JN0420'BEARING NORTHWEST TO HIGHEST POINT AND THE STATION AS
 JN0420'DESCRIBED.  ABOUT A 45 MINUTE PACK.
 JN0420
 JN0420                          STATION RECOVERY (2021)
 JN0420
 JN0420'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 JN0420'TO REACH FROM IH-70 IN UTAH TAKE EXIT 149 AND GO SOUTH ON UT-24 FOR
 JN0420'24.5 MI (39.4 KM) THEN TURN LEFT ONTO CR1010 AND GO 13 MI (20.9 KM).
 JN0420'THEN TURN RIGHT AND GO ABOUT 1 MI (1.6 KM) TO AN ABANDONED WATER TANK
 JN0420'AND WELL.  PARK HERE AND HIKE WEST AIMING FOR A MINI SLOT CANYON, PASS
 JN0420'THROUGH THE SLOT CANYON AND ASCEND THE SANDY EAST SIDE TO THE SADDLE.
 JN0420'ONCE ON THE SADDLE HIKE NORTH UP A RAMP TO THE UPPER PART OF FLAT TOP.
 JN0420'CONTINUE NORTH TO THE STATION.
 JN0420'
 JN0420'AN INTACT TRIPOD WAS OBSERVED AND RE-ERECTED.  IT IS WEIGHTED DOWN
 JN0420'WITH ROCKS NEXT TO THE STATION MARK.  THE AZIMUTH MARK WAS ALSO
 JN0420'OBSERVED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 CQ6018 ***********************************************************************
 CQ6018  CORS        -  This is a GPS Continuously Operating Reference Station.
 CQ6018  DESIGNATION -  MIDVALE CORS ARP
 CQ6018  CORS_ID     -  MIDV
 CQ6018  PID         -  CQ6018
 CQ6018  STATE/COUNTY-  UT/SALT LAKE
 CQ6018  COUNTRY     -  US
 CQ6018  USGS QUAD   -  MIDVALE (2017)
 CQ6018
 CQ6018                         *CURRENT SURVEY CONTROL
 CQ6018  ______________________________________________________________________
 CQ6018* NAD 83(2011) POSITION- 40 37 16.04553(N) 111 54 26.03017(W)   ADJUSTED
 CQ6018* NAD 83(2011) ELLIP HT-  1312.238 (meters)        (04/??/25)   ADJUSTED
 CQ6018* NAD 83(2011) EPOCH   -  2010.00
 CQ6018  ______________________________________________________________________
 CQ6018  GEOID HEIGHT    -        -17.110 (meters)                     GEOID18
 CQ6018  NAD 83(2011) X  - -1,809,217.262 (meters)                     COMP
 CQ6018  NAD 83(2011) Y  - -4,498,928.654 (meters)                     COMP
 CQ6018  NAD 83(2011) Z  -  4,131,432.628 (meters)                     COMP
 CQ6018
 CQ6018  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 CQ6018  Standards:
 CQ6018         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 CQ6018            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 CQ6018  -------------------------------------------------------------------
 CQ6018  NETWORK    0.06   0.15           0.03   0.02   0.07     -0.32341100
 CQ6018  -------------------------------------------------------------------
 CQ6018
 CQ6018.The coordinates were established by GPS observations
 CQ6018.and adjusted by the National Geodetic Survey in April 2025.
 CQ6018
 CQ6018.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 CQ6018.been affixed to the stable North American Tectonic Plate. 
 CQ6018
 CQ6018.The coordinates are valid at the epoch date displayed above
 CQ6018.which is a decimal equivalence of Year/Month/Day.
 CQ6018
 CQ6018.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 CQ6018.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 CQ6018.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 CQ6018.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 CQ6018.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 CQ6018.published epoch of 2010.00.
 CQ6018
 CQ6018.Additional information on MYCS is available at:
 CQ6018.https://geodesy.noaa.gov/CORS/index.shtml
 CQ6018
 CQ6018.Significant digits in the geoid height do not necessarily reflect accuracy.
 CQ6018.GEOID18 height accuracy estimate available here.
 CQ6018
 CQ6018.The PID for the CORS L1 Phase Center is CQ6019.
 CQ6018
 CQ6018.Click photographs - Photos may exist for this station.
 CQ6018
 CQ6018.The XYZ, and position/ellipsoidal ht. are equivalent.
 CQ6018
 CQ6018.The ellipsoidal height was determined by GPS observations
 CQ6018.and is referenced to NAD 83.
 CQ6018
 CQ6018. The following values were computed from the NAD 83(2011) position.
 CQ6018
 CQ6018;                    North         East     Units Scale Factor Converg.
 CQ6018;SPC UT C     - 2,254,075.477   465,542.497   MT  0.99999294   -0 15 39.1
 CQ6018;SPC UT C     - 7,395,245.96  1,527,367.34   sFT  0.99999294   -0 15 39.1
 CQ6018;UTM  12      - 4,497,095.136   423,264.788   MT  0.99967248   -0 35 26.5
 CQ6018
 CQ6018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ6018!SPC UT C     -   0.99979420  x   0.99999294  =   0.99978714
 CQ6018!UTM  12      -   0.99979420  x   0.99967248  =   0.99946674
 CQ6018
 CQ6018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2326497095(NAD 83)
 CQ6018
 CQ6018                          SUPERSEDED SURVEY CONTROL
 CQ6018
 CQ6018  NAD 83(2011)-  40 37 16.04564(N)    111 54 26.03031(W) AD(2010.00) c
 CQ6018  ELLIP H (06/??/19) 1312.241  (m)                       GP(2010.00) c c
 CQ6018  NAD 83(2011)-  40 37 16.04563(N)    111 54 26.03026(W) AD(2010.00) c
 CQ6018  NAD 83(2011)-  40 37 16.04567(N)    111 54 26.03025(W) AD(2010.00) c
 CQ6018  ELLIP H (08/??/11) 1312.239  (m)                       GP(2010.00) c c
 CQ6018  NAD 83(CORS)-  40 37 16.04550(N)    111 54 26.03092(W) AD(2002.00) c
 CQ6018  ELLIP H (09/??/08) 1312.244  (m)                       GP(2002.00) c c
 CQ6018  NAD 83(2007)-  40 37 16.04531(N)    111 54 26.03096(W) AD(2002.00) c
 CQ6018  NAD 83(CORS)-  40 37 16.04531(N)    111 54 26.03096(W) AD(2002.00) c
 CQ6018  ELLIP H (05/??/02) 1312.255  (m)                       GP(2002.00) c c
 CQ6018
 CQ6018.Superseded values are not recommended for survey control.
 CQ6018
 CQ6018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ6018.See file dsdata.pdf to determine how the superseded data were derived.
 CQ6018
 CQ6018_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 CQ6018
 CQ6018                          STATION DESCRIPTION
 CQ6018
 CQ6018'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 CQ6018'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 CQ6018'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 CQ6018'AND LOG FILES ACCESSIBLE AT:
 CQ6018'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0906 ***********************************************************************
 LO0906  DESIGNATION -  MIDVALE KAIBAB INDUSTRIES STK
 LO0906  PID         -  LO0906
 LO0906  STATE/COUNTY-  UT/SALT LAKE
 LO0906  COUNTRY     -  US
 LO0906  USGS QUAD   -  MIDVALE (2017)
 LO0906
 LO0906                         *CURRENT SURVEY CONTROL
 LO0906  ______________________________________________________________________
 LO0906* NAD 83(1994) POSITION- 40 37 00.41876(N) 111 54 45.77869(W)   ADJUSTED
 LO0906  ______________________________________________________________________
 LO0906  GEOID HEIGHT    -        -17.136 (meters)                     GEOID18
 LO0906  LAPLACE CORR    -          7.47  (seconds)                    DEFLEC18
 LO0906  HORZ ORDER      -  THIRD
 LO0906
 LO0906.The horizontal coordinates were established by classical geodetic methods
 LO0906.and adjusted by the National Geodetic Survey in November 1997.
 LO0906
 LO0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0906.GEOID18 height accuracy estimate available here.
 LO0906
 LO0906.Click photographs - Photos may exist for this station.
 LO0906
 LO0906.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0906
 LO0906. The following values were computed from the NAD 83(1994) position.
 LO0906
 LO0906;                    North         East     Units Scale Factor Converg.
 LO0906;SPC UT C     - 2,253,595.585   465,076.108   MT  0.99999190   -0 15 51.8
 LO0906;SPC UT C     - 7,393,671.52  1,525,837.20   sFT  0.99999190   -0 15 51.8
 LO0906;UTM  12      - 4,496,618.090   422,795.794   MT  0.99967337   -0 35 39.1
 LO0906
 LO0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2279596618(NAD 83)
 LO0906
 LO0906                          SUPERSEDED SURVEY CONTROL
 LO0906
 LO0906  NAD 83(1993)-  40 37 00.41839(N)    111 54 45.77827(W) AD(       ) 3
 LO0906  NAD 83(1986)-  40 37 00.40667(N)    111 54 45.77412(W) AD(       ) 3
 LO0906  NAD 27      -  40 37 00.59494(N)    111 54 43.00693(W) AD(       ) 3
 LO0906
 LO0906.Superseded values are not recommended for survey control.
 LO0906
 LO0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0906.See file dsdata.pdf to determine how the superseded data were derived.
 LO0906
 LO0906_MARKER: 63 = STACK
 LO0906
 LO0906  HISTORY     - Date     Condition        Report By
 LO0906  HISTORY     - 1973     FIRST OBSERVED   NGS
 LO0906
 LO0906                          STATION DESCRIPTION
 LO0906
 LO0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0906'THE POINT INTERSECTED WAS THE TOP CENTER OF THE MIDVALE, KAIBAB
 LO0906'INDUSTRIES INCORPORATED, STACK THAT IS LOCATED AT 375 NORTH MAIN
 LO0906'IN THE SMALL VILLAGE OF MIDVALE.  THE STACK IS CONSTRUCTED OF
 LO0906'METAL, PAINTED ALUMINUM IN COLOR WITH A BLACK TOP AND KAIBAB
 LO0906'PAINTED IN BLACK ON THE EAST SIDE.  IT IS ABOUT 175 FEET IN
 LO0906'HEIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0764 ***********************************************************************
 LO0764  DESIGNATION -  MIDWAY
 LO0764  PID         -  LO0764
 LO0764  STATE/COUNTY-  UT/WASATCH
 LO0764  COUNTRY     -  US
 LO0764  USGS QUAD   -  CHARLESTON (2017)
 LO0764
 LO0764                         *CURRENT SURVEY CONTROL
 LO0764  ______________________________________________________________________
 LO0764* NAD 83(1994) POSITION- 40 29 56.82894(N) 111 29 34.40892(W)   ADJUSTED
 LO0764* NAVD 88 ORTHO HEIGHT -  1767.5   (meters)     5799.    (feet) VERTCON3
 LO0764  ______________________________________________________________________
 LO0764  GEOID HEIGHT    -        -15.797 (meters)                     GEOID18
 LO0764  LAPLACE CORR    -        -10.18  (seconds)                    DEFLEC18
 LO0764  HORZ ORDER      -  FIRST
 LO0764
 LO0764.The horizontal coordinates were established by classical geodetic methods
 LO0764.and adjusted by the National Geodetic Survey in November 1997.
 LO0764
 LO0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0764
 LO0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0764.GEOID18 height accuracy estimate available here.
 LO0764
 LO0764.Click photographs - Photos may exist for this station.
 LO0764
 LO0764.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0764
 LO0764. The following values were computed from the NAD 83(1994) position.
 LO0764
 LO0764;                    North         East     Units Scale Factor Converg.
 LO0764;SPC UT C     - 2,240,449.290   500,602.570   MT  0.99996595   +0 00 16.4
 LO0764;SPC UT C     - 7,350,540.71  1,642,393.60   sFT  0.99996595   +0 00 16.4
 LO0764;UTM  12      - 4,483,273.627   458,234.786   MT  0.99962147   -0 19 12.4
 LO0764
 LO0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0764!SPC UT C     -   0.99972529  x   0.99996595  =   0.99969125
 LO0764!UTM  12      -   0.99972529  x   0.99962147  =   0.99934687
 LO0764
 LO0764:                Primary Azimuth Mark                     Grid Az
 LO0764:SPC UT C     -  MIDWAY AZ MK                             080 08 17.5
 LO0764:UTM  12      -  MIDWAY AZ MK                             080 27 46.3
 LO0764
 LO0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK5823483273(NAD 83)
 LO0764
 LO0764|---------------------------------------------------------------------|
 LO0764| PID    Reference Object                     Distance      Geod. Az  |
 LO0764|                                                           dddmmss.s |
 LO0764| CM5151 MIDWAY AZ MK                                       0800833.9 |
 LO0764| CM5153 MIDWAY RM 2                          10.073 METERS 10824     |
 LO0764| CM5152 MIDWAY RM 1                           4.895 METERS 35338     |
 LO0764|---------------------------------------------------------------------|
 LO0764
 LO0764                          SUPERSEDED SURVEY CONTROL
 LO0764
 LO0764  NAD 83(1993)-  40 29 56.82806(N)    111 29 34.40673(W) AD(       ) 1
 LO0764  NAD 83(1986)-  40 29 56.81631(N)    111 29 34.39874(W) AD(       ) 1
 LO0764  NAD 27      -  40 29 56.97647(N)    111 29 31.71751(W) AD(       ) 1
 LO0764  NGVD 29 (07/19/86) 1766.3    (m)         5795.     (f) VERT ANG       
 LO0764
 LO0764.Superseded values are not recommended for survey control.
 LO0764
 LO0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0764.See file dsdata.pdf to determine how the superseded data were derived.
 LO0764
 LO0764_MARKER: DS = TRIANGULATION STATION DISK
 LO0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0764_STAMPING: MIDWAY 1938
 LO0764_MARK LOGO: CGS
 LO0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0764+STABILITY: SURFACE MOTION
 LO0764
 LO0764  HISTORY     - Date     Condition        Report By
 LO0764  HISTORY     - 1938     MONUMENTED       CGS
 LO0764  HISTORY     - 1950     GOOD             USGS
 LO0764
 LO0764                          STATION DESCRIPTION
 LO0764
 LO0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 LO0764'STATION IS IN CENTRAL PART OF UTAH AND ABOUT CENTRAL PART OF
 LO0764'WASATCH COUNTY ON A LOW SAGE-COVERED HILL BETWEEN WASATCH
 LO0764'NATIONAL FOREST ON WEST AND PROVO RIVER ON EAST.  IT IS ABOUT
 LO0764'1.5 MILES AIRLINE SOUTHWEST OF MIDWAY AND 4 MILES AIRLINE
 LO0764'WEST OF HEBER AND ABOUT 250 FEET EAST OF A TRANSMISSION LINE.
 LO0764'
 LO0764'SURFACE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 LO0764'CONCRETE AS DESCRIBED.  REFERENCE MARKS
 LO0764'ARE STANDARD BRONZE DISKS SET IN BEDROCK AS DESCRIBED.
 LO0764'
 LO0764'REACHED FROM MIDWAY POST OFFICE BY GOING WEST ON MAIN STREET
 LO0764'0.1 MILE TO A SIGN--SCHNEITTERS HOT POTS RESORT.  TURN LEFT,
 LO0764'SOUTH, 0.1 MILE TO A SHORT JOG TO RIGHT.  MAKE JOG TO RIGHT,
 LO0764'THEN LEFT, S, FOR 0.5 MILE TO A ROAD TO RIGHT.  THENCE RIGHT,
 LO0764'W, 0.5 MILE TO ETT WHERE ROAD TURNS LEFT THRU A GATE AND
 LO0764'LEADS UP TO A HOUSE.  FROM HERE STATION BEARS 280 DEG MAGNETIC
 LO0764'AND IS ABOUT 0.2 MILE.  CONTINUE ON FOOT TO TOP OF HILL AND
 LO0764'STATION.
 LO0764'
 LO0764'FROM END OF TRUCK TRAVEL AZIMUTH MARK IS 0.5 MILE E AND 0.2
 LO0764'MILE N AND ABOUT 30 FEET W OF CENTER LINE OF ROAD IN W FENCE
 LO0764'LINE.
 LO0764
 LO0764                          STATION RECOVERY (1950)
 LO0764
 LO0764'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 LO0764'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0556 ***********************************************************************
 HO0556  DESIGNATION -  MILE POST 89 ECC
 HO0556  PID         -  HO0556
 HO0556  STATE/COUNTY-  UT/KANE
 HO0556  COUNTRY     -  US
 HO0556  USGS QUAD   -  THOMPSON POINT (2017)
 HO0556
 HO0556                         *CURRENT SURVEY CONTROL
 HO0556  ______________________________________________________________________
 HO0556* NAD 83(1994) POSITION- 37 00 06.68502(N) 112 26 02.96340(W)   ADJUSTED
 HO0556* NAVD 88 ORTHO HEIGHT -  1583.    (meters)     5194.    (feet) SCALED
 HO0556  ______________________________________________________________________
 HO0556  GEOID HEIGHT    -        -22.164 (meters)                     GEOID18
 HO0556  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC18
 HO0556  HORZ ORDER      -  SECOND
 HO0556
 HO0556.The horizontal coordinates were established by classical geodetic methods
 HO0556.and adjusted by the National Geodetic Survey in November 1997.
 HO0556
 HO0556.The orthometric height was scaled from a topographic map.
 HO0556
 HO0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0556.GEOID18 height accuracy estimate available here.
 HO0556
 HO0556.Click photographs - Photos may exist for this station.
 HO0556
 HO0556.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0556
 HO0556. The following values were computed from the NAD 83(1994) position.
 HO0556
 HO0556;                    North         East     Units Scale Factor Converg.
 HO0556;SPC UT S     - 3,037,616.211   416,848.934   MT  1.00004377   -0 34 20.4
 HO0556;SPC UT S     - 9,965,912.52  1,367,611.88   sFT  1.00004377   -0 34 20.4
 HO0556;SPC UT S     - 9,965,912.52  1,367,611.88   sFT  1.00004377   -0 34 20.4
 HO0556;SPC AZ W     -   666,507.816   330,477.638   MT  1.00010225   +0 47 31.3
 HO0556;SPC AZ W     - 2,186,705.43  1,084,244.22   iFT  1.00010225   +0 47 31.3
 HO0556;SPC UT S     - 3,037,616.211   416,848.934   MT  1.00004377   -0 34 20.4
 HO0556;UTM  12      - 4,096,039.647   372,393.791   MT  0.99980060   -0 51 47.7
 HO0556
 HO0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0556!SPC UT S     -   0.99975512  x   1.00004377  =   0.99979888
 HO0556!SPC AZ W     -   0.99975512  x   1.00010225  =   0.99985734
 HO0556!SPC UT S     -   0.99975512  x   1.00004377  =   0.99979888
 HO0556!UTM  12      -   0.99975512  x   0.99980060  =   0.99955577
 HO0556
 HO0556:                Primary Azimuth Mark                     Grid Az
 HO0556:SPC UT S     -  MILE POST 89 ECC AZ MK                   022 55 22.6
 HO0556:SPC AZ W     -  MILE POST 89 ECC AZ MK                   021 33 30.9
 HO0556:SPC UT S     -  MILE POST 89 ECC AZ MK                   022 55 22.6
 HO0556:UTM  12      -  MILE POST 89 ECC AZ MK                   023 12 49.9
 HO0556
 HO0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF7239396039(NAD 83)
 HO0556
 HO0556|---------------------------------------------------------------------|
 HO0556| PID    Reference Object                     Distance      Geod. Az  |
 HO0556|                                                           dddmmss.s |
 HO0556| CH3664 MILE POST 89 ECC AZ MK                             0222102.2 |
 HO0556| CH3665 MILE POST 89 ECC RM 1                 8.607 METERS 25612     |
 HO0556| CH3666 MILE POST 89 ECC RM 2                 8.235 METERS 32256     |
 HO0556|---------------------------------------------------------------------|
 HO0556
 HO0556                          SUPERSEDED SURVEY CONTROL
 HO0556
 HO0556  NAD 83(1992)-  37 00 06.68446(N)    112 26 02.96374(W) AD(       ) 2
 HO0556  NAD 83(1986)-  37 00 06.68312(N)    112 26 02.96024(W) AD(       ) 2
 HO0556  NAD 27      -  37 00 06.73300(N)    112 26 00.23900(W) AD(       ) 2
 HO0556
 HO0556.Superseded values are not recommended for survey control.
 HO0556
 HO0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0556.See file dsdata.pdf to determine how the superseded data were derived.
 HO0556
 HO0556_MARKER: DS = TRIANGULATION STATION DISK
 HO0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0556_STAMPING: MILE POST 89 ECC 1938
 HO0556_MARK LOGO: CGS
 HO0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0556+STABILITY: SURFACE MOTION
 HO0556
 HO0556  HISTORY     - Date     Condition        Report By
 HO0556  HISTORY     - 1938     MONUMENTED       CGS
 HO0556  HISTORY     - 1952     GOOD             CGS
 HO0556
 HO0556                          STATION DESCRIPTION
 HO0556
 HO0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0556'STATION IS JUST NORTH OF THE UTAH-ARIZONA STATE LINE ON A
 HO0556'CEDAR COVERED RIDGE ABOUT 6 MILES AIRLINE ESE OF KANAB, UTAH
 HO0556'AND ABOUT 7 MILES AIRLINE NE OF FREDONIA, ARIZONA.  THE STATION
 HO0556'IS ON THE NORTH EDGE OF THE RIDGE JUST IN THE EDGE OF THE
 HO0556'CEDARS 436.85 FEET ABOUT NORTHEAST OF THE UTAH-ARIZONA BOUNDARY
 HO0556'MARKER M.P. 89.
 HO0556'
 HO0556'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 HO0556'BRONZE DISKS SET IN CONCRETE.
 HO0556'
 HO0556'REACHED FROM KANUB, UTAH BY GOING SOUTH ON HIGHWAY U.S. 89
 HO0556'0.35 MILE TO A SIGN AT CROSS ROAD (JOHNSON 12).  TURN LEFT
 HO0556'(E) AND FOLLOW MAIN GRAVELED ROAD 5.8 MILES TO A TRACK ROAD LEADING
 HO0556'SOUTH JUST AFTER CROSSING A WOODEN CULVERT.  THERE ARE TWO
 HO0556'LARGE CEDARS ABOUT 100 FEET TO EAST OF CULVERT AND SOUTH OF
 HO0556'ROAD.  TURN RIGHT (S) AND FOLLOW TRACK ROAD 0.2 MILE TO WHERE
 HO0556'ROAD ENTERS FENCED LANE.  ENTER FENCE LANE AND GO SOUTH 1 MILE
 HO0556'TO CROSSROADS AT FENCE CORNER.  MAKE SLIGHT JOG RIGHT AND
 HO0556'CONTINUE SSE 0.2 MILE TO DIM FORK.  THENCE RIGHT FORK 0.25
 HO0556'MILE TO TOP OF RIDGE AND STATION.  THERE IS A PILE OF OLD
 HO0556'TIN CANS ON THE LEFT AND THE STATION IS ABOUT TEN PACES
 HO0556'TO THE RIGHT OF ROAD.
 HO0556'
 HO0556'THE AZIMUTH MARK IS DOWN IN THE FLAT TO THE NORTH ON THE EAST
 HO0556'FENCE LINE OF THE FENCED LANE MENTIONED ABOVE.
 HO0556'
 HO0556'G.L.O. CORNER SECS, 8 AND 9, T 44 S, R 5 W, IS ABOUT 400
 HO0556'PACES SLIGHTLY S OF E FROM STATION, BUT NOT TIED TO IT.
 HO0556
 HO0556                          STATION RECOVERY (1952)
 HO0556
 HO0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 HO0556'STATION WAS RECOVERED, AND ALL MARKS WERE FOUND IN GOOD
 HO0556'CONDITION AS ORIGINALLY DESCRIBED.
 HO0556'
 HO0556'THE ORIGINAL DESCRIPTION IS ADEQUATE TO REACH STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0551 ***********************************************************************
 HO0551  DESIGNATION -  MILE POST 99 ECC
 HO0551  PID         -  HO0551
 HO0551  STATE/COUNTY-  UT/KANE
 HO0551  COUNTRY     -  US
 HO0551  USGS QUAD   -  PETRIFIED HOLLOW (2017)
 HO0551
 HO0551                         *CURRENT SURVEY CONTROL
 HO0551  ______________________________________________________________________
 HO0551* NAD 83(1994) POSITION- 37 00 04.31692(N) 112 14 52.10878(W)   ADJUSTED
 HO0551* NAVD 88 ORTHO HEIGHT -  1602.    (meters)     5256.    (feet) SCALED
 HO0551  ______________________________________________________________________
 HO0551  GEOID HEIGHT    -        -22.220 (meters)                     GEOID18
 HO0551  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 HO0551  HORZ ORDER      -  SECOND
 HO0551
 HO0551.The horizontal coordinates were established by classical geodetic methods
 HO0551.and adjusted by the National Geodetic Survey in November 1997.
 HO0551
 HO0551.The orthometric height was scaled from a topographic map.
 HO0551
 HO0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0551.GEOID18 height accuracy estimate available here.
 HO0551
 HO0551.Click photographs - Photos may exist for this station.
 HO0551
 HO0551.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0551
 HO0551. The following values were computed from the NAD 83(1994) position.
 HO0551
 HO0551;                    North         East     Units Scale Factor Converg.
 HO0551;SPC UT S     - 3,037,394.039   433,435.191   MT  1.00004393   -0 27 29.4
 HO0551;SPC UT S     - 9,965,183.61  1,422,028.62   sFT  1.00004393   -0 27 29.4
 HO0551;UTM  12      - 4,095,733.063   388,974.253   MT  0.99975185   -0 45 03.8
 HO0551
 HO0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0551!SPC UT S     -   0.99975215  x   1.00004393  =   0.99979607
 HO0551!UTM  12      -   0.99975215  x   0.99975185  =   0.99950406
 HO0551
 HO0551:                Primary Azimuth Mark                     Grid Az
 HO0551:SPC UT S     -  BOUNDARY MP 99 AZ UT                     270 32 18.6
 HO0551:UTM  12      -  BOUNDARY MP 99 AZ UT                     270 49 53.0
 HO0551
 HO0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF8897495733(NAD 83)
 HO0551
 HO0551|---------------------------------------------------------------------|
 HO0551| PID    Reference Object                     Distance      Geod. Az  |
 HO0551|                                                           dddmmss.s |
 HO0551| CH3668 MILE POST 99 ECC RM 1                10.052 METERS 11536     |
 HO0551| CH3669 MILE POST 99 ECC RM 2                 9.215 METERS 20446     |
 HO0551| CH3667 BOUNDARY MP 99 AZ UT                               2700449.2 |
 HO0551|---------------------------------------------------------------------|
 HO0551
 HO0551                          SUPERSEDED SURVEY CONTROL
 HO0551
 HO0551  NAD 83(1992)-  37 00 04.31670(N)    112 14 52.10899(W) AD(       ) 2
 HO0551  NAD 83(1986)-  37 00 04.31755(N)    112 14 52.10793(W) AD(       ) 2
 HO0551  NAD 27      -  37 00 04.36900(N)    112 14 49.41700(W) AD(       ) 2
 HO0551
 HO0551.Superseded values are not recommended for survey control.
 HO0551
 HO0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0551.See file dsdata.pdf to determine how the superseded data were derived.
 HO0551
 HO0551_MARKER: DS = TRIANGULATION STATION DISK
 HO0551_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HO0551_STAMPING: MILE POST 99 ECC 1938
 HO0551_MARK LOGO: CGS
 HO0551_MAGNETIC: P = MARKER IS A STEEL PIPE
 HO0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0551
 HO0551  HISTORY     - Date     Condition        Report By
 HO0551  HISTORY     - 1938     MONUMENTED       CGS
 HO0551  HISTORY     - 1952     GOOD             CGS
 HO0551  HISTORY     - 1972     GOOD             LAWPC
 HO0551
 HO0551                          STATION DESCRIPTION
 HO0551
 HO0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0551'ABOUT 16 MILES EAST BY SOUTH OF KANAB, UTAH, ON THE ARIZONA-UTAH
 HO0551'STATE LINE OF A LOW RIDGE IN A BROAD VALLEY AS THE NORTH
 HO0551'SIDE OF WHITE SAGE CREEK.  STATION IS NEAR THE SOUTH END OF
 HO0551'LOW REDDISH RIDGE WHICH HAS A FEW SCATTERED JUNIPER TREES
 HO0551'GROWING ON IT.  STATION MARK IS STANDARD DISK WELDED ONTO THE
 HO0551'TOP OF A 2-INCH IRON PIPE SUNK SECURELY IN THE GROUND FROM
 HO0551'WHICH IT PROJECTS ABOUT 4 INCHES.  REFERENCE MARK NO. 1 IS A
 HO0551'STANDARD DISK WELDED TO THE TOP OF A 2-INCH IRON PIPE SUNK
 HO0551'SECURELY IN THE GROUND.  IT IS FLUSH WITH THE SURFACE.  IT
 HO0551'IS EAST OF THE STATION AND ABOUT ONE FOOT LOWER IN
 HO0551'ELEVATION.  REFERENCE MARK NO. 2 IS A STANDARD DISK WELDED ON
 HO0551'THE TOP OF A 2-INCH IRON PIPE SUNK SECURELY IN THE GROUND.  IT IS
 HO0551'FLUSH WITH THE SURFACE.  IT IS SOUTH OF THE STATION AND ABOUT ONE
 HO0551'FOOT LOWER IN ELEVATION.  THE AZIMUTH MARK IS A BRASS-CAPPED IRON
 HO0551'PIPE MARKING THE BOUNDARY OF ARIZONA AND UTAH AND
 HO0551'STAMPED (99 M).  IT PROJECTS ABOUT 30 INCHES ABOVE THE
 HO0551'SURFACE, IS ABOUT 0.3 MILE WEST OF THE STATION AND IS
 HO0551'LOCATED IN OPEN COUNTRY.
 HO0551'
 HO0551'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 HO0551'
 HO0551'STATION IS REACHED FROM KANAB, UTAH, BY THE JOHNSON ROAD,
 HO0551'EAST FROM THE JUNCTION WITH U.S. HIGHWAY 89 FOR 8.3 MILES.
 HO0551'THENCE TAKE RIGHT FORK, EAST, 7.25 MILES TO A FORK AT SIGNS
 HO0551'(PAHREAH RANCH AND COLO. BRIDGE) NAILED TO CEDAR TREE.  THENCE
 HO0551'TAKE RIGHT FORK, SOUTHEAST, FOR 1.75 MILES TO A FORK.  THENCE
 HO0551'TAKE RIGHT FORK, SOUTH, FOR 0.35 MILE.  THENCE TAKE
 HO0551'LITTLE-TRAVELED ROAD TO RIGHT, SOUTHWEST, FOR 0.1 MILE AND PASS
 HO0551'THRU GATE NEAR EARTH DAM.  THENCE BEAR LEFT, SOUTHWEST,
 HO0551'KEEPING TO THE LEFT OF SHEEP CORRALS ON DIM ROAD FOR 0.9
 HO0551'MILE TO A BOARD SHACK.  THENCE CONTINUE SSW ON TRUCK TRACK
 HO0551'FOR 0.25 MILE TO A POINT WHERE EAST AND WEST FENCE CROSSES
 HO0551'DEEP WASH.  FROM THIS POINT STATION IS ABOUT 1/2 MILE
 HO0551'SOUTH-SOUTHWEST.  JUST EAST OF WASH, FENCE CAN BE TAKEN DOWN
 HO0551'AND TRUCK DRIVEN THRU LIGHT BRUSH TO THE STATION.  CARE SHOULD
 HO0551'BE TAKEN IN CROSSING A GULLY ABOUT 100 YARDS FROM THE
 HO0551'STATION.
 HO0551
 HO0551                          STATION RECOVERY (1952)
 HO0551
 HO0551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 HO0551'STATION WAS RECOVERED, AND ALL MARKS WERE FOUND IN GOOD
 HO0551'CONDITION AS ORIGINALLY DESCRIBED.
 HO0551'
 HO0551'THE ORIGINAL DESCRIPTION IS ADEQUATE TO REACH STATION.
 HO0551
 HO0551                          STATION RECOVERY (1972)
 HO0551
 HO0551'RECOVERY NOTE BY LA WTR AND PWR COMM 1972 (MSB)
 HO0551'GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0285 ***********************************************************************
 JO0285  DESIGNATION -  MILFORD
 JO0285  PID         -  JO0285
 JO0285  STATE/COUNTY-  UT/BEAVER
 JO0285  COUNTRY     -  US
 JO0285  USGS QUAD   -  MILFORD (2017)
 JO0285
 JO0285                         *CURRENT SURVEY CONTROL
 JO0285  ______________________________________________________________________
 JO0285* NAD 83(1986) POSITION- 38 23 40.     (N) 113 00 38.     (W)   SCALED
 JO0285* NAVD 88 ORTHO HEIGHT -  1512.004 (meters)     4960.63  (feet) ADJUSTED
 JO0285  ______________________________________________________________________
 JO0285  GEOID HEIGHT    -        -20.950 (meters)                     GEOID18
 JO0285  DYNAMIC HEIGHT  -       1510.415 (meters)     4955.42  (feet) COMP
 JO0285  MODELED GRAVITY -    979,525.3   (mgal)                       NAVD 88
 JO0285
 JO0285  VERT ORDER      -  FIRST     CLASS I
 JO0285
 JO0285.The horizontal coordinates were scaled from a map and have
 JO0285.an estimated accuracy of +/- 6 seconds.
 JO0285
 JO0285.The orthometric height was determined by differential leveling and
 JO0285.adjusted by the NATIONAL GEODETIC SURVEY
 JO0285.in June 1991.
 JO0285
 JO0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0285.GEOID18 height accuracy estimate available here.
 JO0285
 JO0285.Click photographs - Photos may exist for this station.
 JO0285
 JO0285.The dynamic height is computed by dividing the NAVD 88
 JO0285.geopotential number by the normal gravity value computed on the
 JO0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0285.degrees latitude (g = 980.6199 gals.).
 JO0285
 JO0285.The modeled gravity was interpolated from observed gravity values.
 JO0285
 JO0285;                    North         East    Units  Estimated Accuracy
 JO0285;SPC UT S     - 3,192,830.      368,040.      MT  (+/- 180 meters Scaled)
 JO0285
 JO0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH244514(NAD 83)
 JO0285
 JO0285                          SUPERSEDED SURVEY CONTROL
 JO0285
 JO0285  NGVD 29 (??/??/92) 1511.022  (m)         4957.41   (f) ADJ UNCH    1 1
 JO0285
 JO0285.Superseded values are not recommended for survey control.
 JO0285
 JO0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0285.See file dsdata.pdf to determine how the superseded data were derived.
 JO0285
 JO0285_MARKER: DB = BENCH MARK DISK
 JO0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0285_STAMPING: MILFORD 1934
 JO0285_MARK LOGO: CGS
 JO0285_PROJECTION: FLUSH
 JO0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0285+STABILITY: SURFACE MOTION
 JO0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0285+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2018
 JO0285
 JO0285  HISTORY     - Date     Condition        Report By
 JO0285  HISTORY     - 1934     MONUMENTED       CGS
 JO0285  HISTORY     - 1970     GOOD             NGS
 JO0285  HISTORY     - 1984     GOOD             NGS
 JO0285  HISTORY     - 19940603 GOOD             NGS
 JO0285  HISTORY     - 20120918 GOOD             NGS
 JO0285  HISTORY     - 20180612 GOOD             NGS
 JO0285
 JO0285                          STATION DESCRIPTION
 JO0285
 JO0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0285'IN MILFORD.
 JO0285'AT MILFORD, AT THE WEST CORNER OF THE JUNCTION OF 100 E STREET S. AND
 JO0285'AND 300 S STREET E., ABOUT 0.05 MILE NORTHEAST OF THE UNION PACIFIC
 JO0285'RAILROAD STATION, 33 FEET NORTHWEST OF THE CENTER LINE OF 100 E STREET
 JO0285'S., 35 FEET SOUTHWEST OF THE CENTER LINE OF 300 S STREET E., 214.6
 JO0285'FEET NORTH-NORTHWEST OF BENCH MARK 5084 (USGS), 25.8 FEET NORTHEAST OF
 JO0285'THE NORTH CORNER OF A SMALL CONCRETE BUILDING WITH A WOODEN TOWER ON
 JO0285'THE TOP, 46 FEET EAST OF A POWER POLE BEARING TWO TRANSFORMERS, 32 1/2
 JO0285'FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE WITH TWO GUY WIRES, ABOUT
 JO0285'LEVEL WITH THE STREETS, AND SET IN THE TOP OF A CONCRETE POST
 JO0285'PROJECTING 0.1 FOOT ABOVE THE GROUND.  SEC 7, T28S, R 10W.
 JO0285
 JO0285                          STATION RECOVERY (1984)
 JO0285
 JO0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0285'RECOVERED IN GOOD CONDITION.  THE 1970 DESCRIPTION IS ADEQUATE EXCEPT
 JO0285
 JO0285                          STATION RECOVERY (1994)
 JO0285
 JO0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DW)
 JO0285'RECOVERED IN GOOD CONDITION.
 JO0285
 JO0285                          STATION RECOVERY (2012)
 JO0285
 JO0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2012 (DW)
 JO0285'STATION IS ON PROPERTY OF CIRCLE 4 FARMS (MEAT PROCESSING), NEAR NE
 JO0285'CORNER.  TOWER HAS BEEN REMOVED. RR STATION IS REMOVED.  MARK HAD BEEN
 JO0285'PAVED OVER FOR PAST DECADE, BUT HAS BEEN EXPOSED AT MY REQUEST.  MUCH
 JO0285'OF STAMPING HAS BEEN SCRAPED OFF.
 JO0285'THIS IS GRAVITY BASE STATION 'MILFORD,' DOD 2038-1.
 JO0285
 JO0285                          STATION RECOVERY (2018)
 JO0285
 JO0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 JO0285'DISK AND POST PROTECTED (FROM CARS DRIVING OVER) BY A 16 INCH SQUARE,
 JO0285'YELLOW, STEEL BOX.  STAMPING IS ILLEGIBLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0552 ***********************************************************************
 JO0552  DESIGNATION -  MILFORD AIRPORT BEACON 46
 JO0552  PID         -  JO0552
 JO0552  STATE/COUNTY-  UT/BEAVER
 JO0552  COUNTRY     -  US
 JO0552  USGS QUAD   -  MILFORD (2017)
 JO0552
 JO0552                         *CURRENT SURVEY CONTROL
 JO0552  ______________________________________________________________________
 JO0552* NAD 83(1994) POSITION- 38 25 10.07658(N) 113 00 36.20883(W)   ADJUSTED
 JO0552  ______________________________________________________________________
 JO0552  GEOID HEIGHT    -        -20.931 (meters)                     GEOID18
 JO0552  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 JO0552  HORZ ORDER      -  THIRD
 JO0552
 JO0552.This mark is at Milford Municipal Airport (MLF)
 JO0552
 JO0552.The horizontal coordinates were established by classical geodetic methods
 JO0552.and adjusted by the National Geodetic Survey in November 1997.
 JO0552
 JO0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0552.GEOID18 height accuracy estimate available here.
 JO0552
 JO0552.Click photographs - Photos may exist for this station.
 JO0552
 JO0552.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0552
 JO0552. The following values were computed from the NAD 83(1994) position.
 JO0552
 JO0552;                    North         East     Units Scale Factor Converg.
 JO0552;SPC UT S     - 3,195,603.914   368,130.976   MT  1.00001271   -0 55 30.7
 JO0552;SPC UT S     -10,484,243.84  1,207,776.38   sFT  1.00001271   -0 55 30.7
 JO0552;UTM  12      - 4,254,270.455   324,523.950   MT  0.99997922   -1 14 57.8
 JO0552
 JO0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH2452354270(NAD 83)
 JO0552
 JO0552                          SUPERSEDED SURVEY CONTROL
 JO0552
 JO0552  NAD 83(1986)-  38 25 10.07019(N)    113 00 36.20869(W) AD(       ) 3
 JO0552  NAD 27      -  38 25 10.19000(N)    113 00 33.37300(W) AD(       ) 3
 JO0552
 JO0552.Superseded values are not recommended for survey control.
 JO0552
 JO0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0552.See file dsdata.pdf to determine how the superseded data were derived.
 JO0552
 JO0552_MARKER: 21 = AIRPORT BEACON
 JO0552
 JO0552  HISTORY     - Date     Condition        Report By
 JO0552  HISTORY     - 1938     FIRST OBSERVED   CGS
 JO0552  HISTORY     - 1958     GOOD             CGS
 JO0552  HISTORY     - 1970     GOOD             USAF
 JO0552
 JO0552                          STATION DESCRIPTION
 JO0552
 JO0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (LFV)
 JO0552'STATION IS LOCATED AT THE MILFORD AIRPORT ABOUT 1.8 MILES NORTH
 JO0552'OF MILFORD AND 40 FEET WEST OF STATE HIGHWAY 257.
 JO0552
 JO0552                          STATION RECOVERY (1970)
 JO0552
 JO0552'RECOVERY NOTE BY US AIR FORCE 1970
 JO0552'STATION WAS RECOVERED IN GOOD CONDITION.  THE STEEL STRUCTURE
 JO0552'SUPPORTING THE REVOLVING LIGHT IS LOCATED ON THE EASTERN EDGE
 JO0552'OF THE AIRPORT, AND 40 FEET WEST OF STATE HIGHWAY 257.
 JO0552'
 JO0552'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MILFORD, UTAH,
 JO0552'GO NORTH ON MAIN STREET (STATE HIGHWAY 21) FOR 0.2 MILE TO ITS
 JO0552'JUNCTION WITH STATE HIGHWAY 257.  CONTINUE STRAIGHT AHEAD, ON
 JO0552'HIGHWAY 257 FOR 1.7 MILES TO THE BEACON ON THE LEFT (WEST) SIDE
 JO0552'OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0553 ***********************************************************************
 JO0553  DESIGNATION -  MILFORD WATER TANK
 JO0553  PID         -  JO0553
 JO0553  STATE/COUNTY-  UT/BEAVER
 JO0553  COUNTRY     -  US
 JO0553  USGS QUAD   -  MILFORD (2017)
 JO0553
 JO0553                         *CURRENT SURVEY CONTROL
 JO0553  ______________________________________________________________________
 JO0553* NAD 83(1994) POSITION- 38 23 42.27008(N) 113 00 49.56859(W)   ADJUSTED
 JO0553* NAVD 88 ORTHO HEIGHT -  1525.    (meters)     5003.    (feet) SCALED
 JO0553  ______________________________________________________________________
 JO0553  GEOID HEIGHT    -        -20.951 (meters)                     GEOID18
 JO0553  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 JO0553  HORZ ORDER      -  THIRD
 JO0553
 JO0553.The horizontal coordinates were established by classical geodetic methods
 JO0553.and adjusted by the National Geodetic Survey in November 1997.
 JO0553
 JO0553.The orthometric height was scaled from a topographic map.
 JO0553
 JO0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0553.GEOID18 height accuracy estimate available here.
 JO0553
 JO0553.Click photographs - Photos may exist for this station.
 JO0553
 JO0553.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0553
 JO0553. The following values were computed from the NAD 83(1994) position.
 JO0553
 JO0553;                    North         East     Units Scale Factor Converg.
 JO0553;SPC UT S     - 3,192,902.010   367,763.104   MT  1.00000808   -0 55 38.9
 JO0553;SPC UT S     -10,475,379.34  1,206,569.45   sFT  1.00000808   -0 55 38.9
 JO0553;UTM  12      - 4,251,570.756   324,140.822   MT  0.99998088   -1 15 03.7
 JO0553
 JO0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0553!SPC UT S     -   0.99976405  x   1.00000808  =   0.99977213
 JO0553!UTM  12      -   0.99976405  x   0.99998088  =   0.99974493
 JO0553
 JO0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH2414051570(NAD 83)
 JO0553
 JO0553                          SUPERSEDED SURVEY CONTROL
 JO0553
 JO0553  NAD 83(1986)-  38 23 42.26600(N)    113 00 49.56547(W) AD(       ) 3
 JO0553  NAD 27      -  38 23 42.38322(N)    113 00 46.71450(W) AD(       ) 3
 JO0553
 JO0553.Superseded values are not recommended for survey control.
 JO0553
 JO0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0553.See file dsdata.pdf to determine how the superseded data were derived.
 JO0553
 JO0553_MARKER: 53 = ELEVATED TANK
 JO0553
 JO0553  HISTORY     - Date     Condition        Report By
 JO0553  HISTORY     - 1957     FIRST OBSERVED   USGS
 JO0553  HISTORY     - 20110929 GOOD             GEOCAC
 JO0553  HISTORY     - 20120113 GOOD             GEOCAC
 JO0553
 JO0553                          STATION DESCRIPTION
 JO0553
 JO0553'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 JO0553'LOCATED IN MILFORD, ABOUT 100 FT. W. AND 50 FT. S. OF INTERSECTION OF
 JO0553'300 SOUTH STREET W. AND 200 WEST STREET S.
 JO0553'
 JO0553'STATION MARK--CENTER OF WATER PIPE UNDER AN ALUMINUM COLORED STEEL
 JO0553'WATER TANK.
 JO0553'
 JO0553'REFERENCE MARKS--NONE.
 JO0553
 JO0553                          STATION RECOVERY (2011)
 JO0553
 JO0553'RECOVERY NOTE BY GEOCACHING 2011 (BRB)
 JO0553'RECOVERED IN GOOD CONDITION.
 JO0553
 JO0553                          STATION RECOVERY (2012)
 JO0553
 JO0553'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 JO0553'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0709 ***********************************************************************
 LO0709  DESIGNATION -  MILL
 LO0709  PID         -  LO0709
 LO0709  STATE/COUNTY-  UT/SUMMIT
 LO0709  COUNTRY     -  US
 LO0709  USGS QUAD   -  SLADER BASIN (2017)
 LO0709
 LO0709                         *CURRENT SURVEY CONTROL
 LO0709  ______________________________________________________________________
 LO0709* NAD 83(1994) POSITION- 40 50 37.29042(N) 111 06 35.99448(W)   ADJUSTED
 LO0709* NAVD 88 ORTHO HEIGHT -  3181.8   (meters)    10439.    (feet) VERTCON3
 LO0709  ______________________________________________________________________
 LO0709  GEOID HEIGHT    -        -14.322 (meters)                     GEOID18
 LO0709  LAPLACE CORR    -         13.20  (seconds)                    DEFLEC18
 LO0709  HORZ ORDER      -  THIRD
 LO0709
 LO0709.The horizontal coordinates were established by classical geodetic methods
 LO0709.and adjusted by the National Geodetic Survey in November 1997.
 LO0709
 LO0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0709
 LO0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0709.GEOID18 height accuracy estimate available here.
 LO0709
 LO0709.Click photographs - Photos may exist for this station.
 LO0709
 LO0709.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0709
 LO0709. The following values were computed from the NAD 83(1994) position.
 LO0709
 LO0709;                    North         East     Units Scale Factor Converg.
 LO0709;SPC UT N     - 1,056,748.549   532,889.542   MT  0.99998193   +0 15 25.7
 LO0709;SPC UT N     - 3,467,015.86  1,748,321.77   sFT  0.99998193   +0 15 25.7
 LO0709;UTM  12      - 4,521,411.424   490,727.139   MT  0.99960106   -0 04 19.0
 LO0709
 LO0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0709!SPC UT N     -   0.99950339  x   0.99998193  =   0.99948533
 LO0709!UTM  12      -   0.99950339  x   0.99960106  =   0.99910465
 LO0709
 LO0709:                Primary Azimuth Mark                     Grid Az
 LO0709:SPC UT N     -  BLONQUIST                                286 56 52.9
 LO0709:UTM  12      -  BLONQUIST                                287 16 37.6
 LO0709
 LO0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL9072721411(NAD 83)
 LO0709
 LO0709|---------------------------------------------------------------------|
 LO0709| PID    Reference Object                     Distance      Geod. Az  |
 LO0709|                                                           dddmmss.s |
 LO0709| LO0724 BLONQUIST                           APPROX.12.5 KM 2871218.6 |
 LO0709|---------------------------------------------------------------------|
 LO0709
 LO0709                          SUPERSEDED SURVEY CONTROL
 LO0709
 LO0709  NAD 83(1993)-  40 50 37.29068(N)    111 06 35.99370(W) AD(       ) 3
 LO0709  NAD 83(1986)-  40 50 37.27686(N)    111 06 35.98398(W) AD(       ) 3
 LO0709  NAD 27      -  40 50 37.45966(N)    111 06 33.32459(W) AD(       ) 3
 LO0709  NGVD 29 (07/19/86) 3180.2    (m)        10434.     (f) VERT ANG       
 LO0709
 LO0709.Superseded values are not recommended for survey control.
 LO0709
 LO0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0709.See file dsdata.pdf to determine how the superseded data were derived.
 LO0709
 LO0709_MARKER: DD = SURVEY DISK
 LO0709_SETTING: 66 = SET IN ROCK OUTCROP
 LO0709_STAMPING: MILL 1962
 LO0709_MARK LOGO: USFS
 LO0709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0709+STABILITY: POSITION/ELEVATION WELL
 LO0709
 LO0709  HISTORY     - Date     Condition        Report By
 LO0709  HISTORY     - 1964     MONUMENTED       USFS
 LO0709
 LO0709                          STATION DESCRIPTION
 LO0709
 LO0709'DESCRIBED BY US FOREST SERVICE 1964
 LO0709'LOCATED ABOUT 14.2 MI. AIR N. OF AND 8.7 MI. E. OF KAMAS, UTAH IT IS
 LO0709'ON A N-S. FINGER RIDGE WHICH IS COVERED WITH GRASS AND SAGE, AND ABOUT
 LO0709'250 FT. N. OF THE HIGHEST POINT.  IT IS 4.8 MI. SW. OF BOYER LAKE.
 LO0709'
 LO0709'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 189 AND STATE ROUTE 133 IN
 LO0709'COALVILLE, DRIVE E. ON ROUTE 133 FOR 16 MI. TO THE NEWTON RANCH, TURN
 LO0709'RIGHT THROUGH AN IRON GATE AND CONTINUE IN A SOUTHERLY DIRECTION ON
 LO0709'FIELD RDS. AND UP A GRADE FOR 1.8 MI. TO A RD. FORK, TAKE THE LEFT
 LO0709'FORK FOR 0.1 MI. TO A RD. CROSSING, TURN LEFT FOR 1 MI. TO A
 LO0709'T-JUNCTION TO THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.9 MI. TO AN OLD
 LO0709'CABIN, TURN RIGHT ACROSS A STREAM (4-WHEEL DRIVE) AND FOLLOW A DIM
 LO0709'TRACK RD. UP THE MOUNTAIN FOR 4.5 MI. TO A GATE IN THE FENCELINE,
 LO0709'CONTINUE THROUGH THE GATE FOR 1.7 MI. TO A SMALL MEADOW AND A DIM
 LO0709'TRAIL TO THE LEFT AND CONTINUE FOR 0.4 MI. TO A PLACE WHERE THE TRAIL
 LO0709'CROSSES A SMALL RIDGE AND A TRIANGLE BLAZED IN A TREE ON THE W. SIDE
 LO0709'OF THE TRAIL AND END OF TRUCK TRAVEL.  PACK E. UP RIDGE FOR 1/2 HOUR
 LO0709'TO THE STATION SITE.
 LO0709'
 LO0709'STATION MARK - STANDARD USDA FOREST SERVICE BRONZE TABLET CEMENTED IN
 LO0709'A 1 X 1 1/2 FT. ROCK FLUSH WITH THE GROUND.  TABLET IS STAMPED ---MILL
 LO0709'1962---.
 LO0709'
 LO0709'REFERENCE MARK - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0735 ***********************************************************************
 LO0735  DESIGNATION -  MILL
 LO0735  PID         -  LO0735
 LO0735  STATE/COUNTY-  UT/WASATCH
 LO0735  COUNTRY     -  US
 LO0735  USGS QUAD   -  WOLF CREEK SUMMIT (2017)
 LO0735
 LO0735                         *CURRENT SURVEY CONTROL
 LO0735  ______________________________________________________________________
 LO0735* NAD 83(1994) POSITION- 40 28 02.96781(N) 111 06 51.63159(W)   ADJUSTED
 LO0735* NAVD 88 ORTHO HEIGHT -  3090.0   (meters)    10138.    (feet) VERTCON3
 LO0735  ______________________________________________________________________
 LO0735  GEOID HEIGHT    -        -14.477 (meters)                     GEOID18
 LO0735  LAPLACE CORR    -          3.85  (seconds)                    DEFLEC18
 LO0735  HORZ ORDER      -  THIRD
 LO0735
 LO0735.The horizontal coordinates were established by classical geodetic methods
 LO0735.and adjusted by the National Geodetic Survey in November 1997.
 LO0735
 LO0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0735
 LO0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0735.GEOID18 height accuracy estimate available here.
 LO0735
 LO0735.Click photographs - Photos may exist for this station.
 LO0735
 LO0735.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0735
 LO0735. The following values were computed from the NAD 83(1994) position.
 LO0735
 LO0735;                    North         East     Units Scale Factor Converg.
 LO0735;SPC UT C     - 2,237,007.799   532,705.713   MT  0.99995970   +0 14 49.4
 LO0735;SPC UT C     - 7,339,249.75  1,747,718.66   sFT  0.99995970   +0 14 49.4
 LO0735;UTM  12      - 4,479,652.532   490,306.676   MT  0.99960116   -0 04 27.2
 LO0735
 LO0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0735!SPC UT C     -   0.99951778  x   0.99995970  =   0.99947750
 LO0735!UTM  12      -   0.99951778  x   0.99960116  =   0.99911913
 LO0735
 LO0735:                Primary Azimuth Mark                     Grid Az
 LO0735:SPC UT C     -  CAMP                                     071 49 26.3
 LO0735:UTM  12      -  CAMP                                     072 08 42.9
 LO0735
 LO0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK9030679652(NAD 83)
 LO0735
 LO0735|---------------------------------------------------------------------|
 LO0735| PID    Reference Object                     Distance      Geod. Az  |
 LO0735|                                                           dddmmss.s |
 LO0735| LO0733 CAMP                                APPROX. 6.6 KM 0720415.7 |
 LO0735|---------------------------------------------------------------------|
 LO0735
 LO0735                          SUPERSEDED SURVEY CONTROL
 LO0735
 LO0735  NAD 83(1993)-  40 28 02.96718(N)    111 06 51.63015(W) AD(       ) 3
 LO0735  NAD 83(1986)-  40 28 02.95402(N)    111 06 51.62127(W) AD(       ) 3
 LO0735  NAD 27      -  40 28 03.14435(N)    111 06 49.02890(W) AD(       ) 3
 LO0735  NGVD 29 (07/19/86) 3088.5    (m)        10133.     (f) VERT ANG       
 LO0735
 LO0735.Superseded values are not recommended for survey control.
 LO0735
 LO0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0735.See file dsdata.pdf to determine how the superseded data were derived.
 LO0735
 LO0735_MARKER: DD = SURVEY DISK
 LO0735_SETTING: 66 = SET IN ROCK OUTCROP
 LO0735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0735+STABILITY: POSITION/ELEVATION WELL
 LO0735
 LO0735  HISTORY     - Date     Condition        Report By
 LO0735  HISTORY     - 1964     MONUMENTED       USGS
 LO0735
 LO0735                          STATION DESCRIPTION
 LO0735
 LO0735'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LO0735'LOCATED ABOUT 16 MI. AIR ESE. OF HEBER, ABOUT 12 MI. S. AND ABOUT 9
 LO0735'MI. E. OF KAMAS, NEAR THE S. RIM OF A SAGEBRUSH RIDGE THAT SLOPES DOWN
 LO0735'TO THE N. AND BREAKS OFF SHARP TO THE S.
 LO0735'
 LO0735'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 189 AND STATE HIGHWAY 35 IN
 LO0735'FRANCIS, GO SE. ON STATE HIGHWAY 35 FOR 15.1 MI. TO FORKS AND SIGN
 LO0735'---MILL HOLLOW---, KEEP LEFT FORK, CONTINUE ON HIGHWAY 35 FOR 6 MI. TO
 LO0735'WOLF CREEK CAMPGROUND, TURN RIGHT AND FOLLOW MAIN TRAVELED RD. PASSING
 LO0735'WOLF CREEK GUARD STATION AND YELLOW LAKE FOR 6.35 MI. TO POINT WHERE A
 LO0735'DUGWAY TOPS OUT ON A RIDGE AND DIM RD. ON LEFT, TURN LEFT 0.25 MI. TO
 LO0735'TOP OF RIDGE AT S. RIM AND STATION SITE, (STATION IS 470 FT. S. OF
 LO0735'USFS TRIANGULATION STATION ---SHEEP---).
 LO0735'
 LO0735'STATION MARK - STANDARD TABLET STAMPED ---MILL 1964--- CEMENTED IN
 LO0735'DRILL HOLE IN TOP OF ROCK IN PLACE FLUSH WITH GROUND.
 LO0735'
 LO0735'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.1
 LO0735'1964--- CEMENTED IN DRILL HOLE IN TOP OF ROCK IN PLACE FLUSH WITH
 LO0735'GROUND, 23.24 FT. FROM STATION MARK, S 43 DEG 01 MIN W.
 LO0735'
 LO0735'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.2
 LO0735'1964--- CEMENTED IN TOP OF ROCK IN PLACE, PROJECTING 0.4 FT. ABOVE
 LO0735'GROUND, 34.25 FT. FROM STATION MARK, S 86 DEG 36 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0723 ***********************************************************************
 MR0723  DESIGNATION -  MILL
 MR0723  PID         -  MR0723
 MR0723  STATE/COUNTY-  UT/CACHE
 MR0723  COUNTRY     -  US
 MR0723  USGS QUAD   -  LOGAN (2017)
 MR0723
 MR0723                         *CURRENT SURVEY CONTROL
 MR0723  ______________________________________________________________________
 MR0723* NAD 83(1994) POSITION- 41 41 46.93014(N) 111 51 39.37772(W)   ADJUSTED
 MR0723* NAVD 88 ORTHO HEIGHT -  1368.    (meters)     4488.    (feet) SCALED
 MR0723  ______________________________________________________________________
 MR0723  GEOID HEIGHT    -        -15.725 (meters)                     GEOID18
 MR0723  LAPLACE CORR    -          5.58  (seconds)                    DEFLEC18
 MR0723  HORZ ORDER      -  SECOND
 MR0723
 MR0723.The horizontal coordinates were established by classical geodetic methods
 MR0723.and adjusted by the National Geodetic Survey in November 1997.
 MR0723
 MR0723.The orthometric height was scaled from a topographic map.
 MR0723
 MR0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0723.GEOID18 height accuracy estimate available here.
 MR0723
 MR0723.Click photographs - Photos may exist for this station.
 MR0723
 MR0723.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0723
 MR0723. The following values were computed from the NAD 83(1994) position.
 MR0723
 MR0723;                    North         East     Units Scale Factor Converg.
 MR0723;SPC UT N     - 1,151,431.578   469,954.730   MT  0.99998704   -0 14 16.8
 MR0723;SPC UT N     - 3,777,655.10  1,541,843.14   sFT  0.99998704   -0 14 16.8
 MR0723;UTM  12      - 4,616,423.408   428,360.879   MT  0.99966315   -0 34 21.7
 MR0723
 MR0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0723!SPC UT N     -   0.99978793  x   0.99998704  =   0.99977497
 MR0723!UTM  12      -   0.99978793  x   0.99966315  =   0.99945115
 MR0723
 MR0723:                Primary Azimuth Mark                     Grid Az
 MR0723:SPC UT N     -  MILL AZ MK                               046 03 32.4
 MR0723:UTM  12      -  MILL AZ MK                               046 23 37.3
 MR0723
 MR0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2836016423(NAD 83)
 MR0723
 MR0723|---------------------------------------------------------------------|
 MR0723| PID    Reference Object                     Distance      Geod. Az  |
 MR0723|                                                           dddmmss.s |
 MR0723| MR0737 LOGAN RADIO STA KVNU WEST MAST      APPROX. 7.0 KM 0152626.4 |
 MR0723| CM5156 MILL AZ MK                                         0454915.6 |
 MR0723| CM5158 MILL RM 2                            10.606 METERS 04551     |
 MR0723| CM5157 MILL RM 1                            11.114 METERS 22549     |
 MR0723|---------------------------------------------------------------------|
 MR0723
 MR0723                          SUPERSEDED SURVEY CONTROL
 MR0723
 MR0723  NAD 83(1993)-  41 41 46.93359(N)    111 51 39.37572(W) AD(       ) 2
 MR0723  NAD 83(1986)-  41 41 46.91890(N)    111 51 39.36381(W) AD(       ) 2
 MR0723  NAD 27      -  41 41 47.16800(N)    111 51 36.56800(W) AD(       ) 2
 MR0723
 MR0723.Superseded values are not recommended for survey control.
 MR0723
 MR0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0723.See file dsdata.pdf to determine how the superseded data were derived.
 MR0723
 MR0723_MARKER: DS = TRIANGULATION STATION DISK
 MR0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0723
 MR0723  HISTORY     - Date     Condition        Report By
 MR0723  HISTORY     - 1963     MONUMENTED       CGS
 MR0723
 MR0723                          STATION DESCRIPTION
 MR0723
 MR0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MR0723'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF BRIGHAM
 MR0723'CITY, 5-1/2 MILES NORTHEAST OF WELLSVILLE, 3.3 MILES SOUTH OF
 MR0723'LOGAN ON THE SOUTHEAST SIDE OF U.S. HIGHWAY 89-91.
 MR0723'
 MR0723'TO REACH THE STATION FROM THE POST OFFICE IN LOGAN GO SOUTH
 MR0723'THENCE SOUTHWEST ON U.S. HIGHWAY 89-91 FOR 2.9 MILES TO THE
 MR0723'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.4 MILE TO THE
 MR0723'STATION ON THE LEFT.
 MR0723'
 MR0723'THE STATION MARK IS A STANDARD DISK, STAMPED MILL 1963, CEMENTED
 MR0723'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MR0723'1 INCH ABOVE THE GROUND.  IT IS 61.0 FEET NORTHEAST OF A NATURAL
 MR0723'GAS METER BOX, 37.2 FEET SOUTHEAST OF THE CENTER OF THE NORTHBOUND
 MR0723'LANE OF U.S. HIGHWAY 89-91, AND 2.5 FEET NORTHWEST OF THE
 MR0723'RIGHT-OF-WAY FENCE.
 MR0723'
 MR0723'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MILL NO 1 1963,
 MR0723'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 MR0723'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 36.9 FEET SOUTHEAST OF
 MR0723'THE CENTER OF THE NORTHBOUND LANE, 24.6 FEET NORTHEAST OF THE
 MR0723'NATURAL GAS METER BOX, 3.3 FEET NORTHWEST OF THE RIGHT-OF-WAY
 MR0723'FENCE AND ABOUT THE SAME LEVEL AS THE STATION.
 MR0723'
 MR0723'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MILL NO 2 1963,
 MR0723'CEMENTED IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 MR0723'1 INCH ABOVE THE GROUND.  IT IS 36.8 FEET SOUTHEAST OF THE CENTER
 MR0723'OF THE NORTHBOUND LANE, 2.9 FEET NORTHWEST OF THE RIGHT-OF-WAY
 MR0723'FENCE, AND ABOUT THE SAME LEVEL AS THE STATION.
 MR0723'
 MR0723'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MILL 1963, CEMENTED
 MR0723'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MR0723'1 INCH ABOVE THE GROUND.  IT IS 38.6 FEET SOUTHEAST OF THE
 MR0723'CENTER OF THE NORTHBOUND LANE, 10.0 FEET SOUTHWEST OF THE CENTER
 MR0723'OF A GATE IN THE RIGHT-OF-WAY FENCE, 2.3 FEET NORTHEAST OF A
 MR0723'WITNESS POST, AND 1.1 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0766 ***********************************************************************
 LO0766  DESIGNATION -  MILL CANYON PK
 LO0766  PID         -  LO0766
 LO0766  STATE/COUNTY-  UT/WASATCH
 LO0766  COUNTRY     -  US
 LO0766  USGS QUAD   -  ASPEN GROVE (2017)
 LO0766
 LO0766                         *CURRENT SURVEY CONTROL
 LO0766  ______________________________________________________________________
 LO0766* NAD 83(1994) POSITION- 40 29 46.22413(N) 111 34 35.89604(W)   ADJUSTED
 LO0766* NAVD 88 ORTHO HEIGHT -  3155.7   (meters)    10353.    (feet) VERTCON3
 LO0766  ______________________________________________________________________
 LO0766  GEOID HEIGHT    -        -15.622 (meters)                     GEOID18
 LO0766  LAPLACE CORR    -          2.43  (seconds)                    DEFLEC18
 LO0766  HORZ ORDER      -  THIRD
 LO0766
 LO0766.The horizontal coordinates were established by classical geodetic methods
 LO0766.and adjusted by the National Geodetic Survey in November 1997.
 LO0766
 LO0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0766
 LO0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0766.GEOID18 height accuracy estimate available here.
 LO0766
 LO0766.Click photographs - Photos may exist for this station.
 LO0766
 LO0766.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0766
 LO0766. The following values were computed from the NAD 83(1994) position.
 LO0766
 LO0766;                    North         East     Units Scale Factor Converg.
 LO0766;SPC UT C     - 2,240,124.949   493,503.443   MT  0.99996536   -0 02 56.7
 LO0766;SPC UT C     - 7,349,476.60  1,619,102.55   sFT  0.99996536   -0 02 56.7
 LO0766;UTM  12      - 4,482,989.658   451,136.349   MT  0.99962939   -0 22 28.1
 LO0766
 LO0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0766!SPC UT C     -   0.99950766  x   0.99996536  =   0.99947303
 LO0766!UTM  12      -   0.99950766  x   0.99962939  =   0.99913723
 LO0766
 LO0766:                Primary Azimuth Mark                     Grid Az
 LO0766:SPC UT C     -  SUGARLOAF=11049                          332 17 42.8
 LO0766:UTM  12      -  SUGARLOAF=11049                          332 37 14.2
 LO0766
 LO0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK5113682989(NAD 83)
 LO0766
 LO0766|---------------------------------------------------------------------|
 LO0766| PID    Reference Object                     Distance      Geod. Az  |
 LO0766|                                                           dddmmss.s |
 LO0766| LO0840 SUGARLOAF=11049                     APPROX. 8.8 KM 3321446.1 |
 LO0766|---------------------------------------------------------------------|
 LO0766
 LO0766                          SUPERSEDED SURVEY CONTROL
 LO0766
 LO0766  NAD 83(1993)-  40 29 46.22421(N)    111 34 35.89474(W) AD(       ) 3
 LO0766  NAD 83(1986)-  40 29 46.21175(N)    111 34 35.88687(W) AD(       ) 3
 LO0766  NAD 27      -  40 29 46.38140(N)    111 34 33.17602(W) AD(       ) 3
 LO0766  NGVD 29 (07/19/86) 3154.4    (m)        10349.     (f) VERT ANG       
 LO0766
 LO0766.Superseded values are not recommended for survey control.
 LO0766
 LO0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0766.See file dsdata.pdf to determine how the superseded data were derived.
 LO0766
 LO0766_MARKER: DB = BENCH MARK DISK
 LO0766_SETTING: 66 = SET IN ROCK OUTCROP
 LO0766_STAMPING: MILL CANYON PK
 LO0766_MARK LOGO: USGS
 LO0766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0766+STABILITY: POSITION/ELEVATION WELL
 LO0766
 LO0766  HISTORY     - Date     Condition        Report By
 LO0766  HISTORY     - 1954     MONUMENTED       USGS
 LO0766  HISTORY     - 1954     GOOD             USGS
 LO0766
 LO0766                          STATION DESCRIPTION
 LO0766
 LO0766'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LO0766'LOCATED ABOUT 8.5 MI. W. AND 1.0 MI. S. OF HEBER, ON HIGHEST POINT OF
 LO0766'A PEAK OF THE SAME NAME.  THERE IS A SMALLER CAIRN ON A LOWER TOP
 LO0766'ABOUT 1000 FT. TO THE SE.
 LO0766'
 LO0766'TO REACH FROM CHARLESTON POST OFFICE, DRIVE N. 1.6 MI., TURN W. FOR
 LO0766'0.55 MI. THEN N. FOR 0.25 MI. TURN W. AND CONTINUE ON WINDING RD. THAT
 LO0766'CLIMBS RIDGE TO W. FOR 3.6 MI. TO SUMMIT, GO 0.7 MI. IN NORTHERLY
 LO0766'DIRECTION TO CREEK X-ING, CONTINUE IN NORTHERLY DIRECTION FOR 0.8 MI.
 LO0766'AND TURN LEFT ONTO POOR RD. THAT LEADS W. INTO SHALLOW CANYON,  DRIVE
 LO0766'ABOUT 1.1 MI. TO END OF RD. NEAR FORKS IN CANYON, TAKE TRAIL UP LEFT
 LO0766'FORK AND STAY IN THIS DRAINAGE TO TOP AND STATION.  ABOUT 2 1/2 HOUR
 LO0766'PACK.
 LO0766'
 LO0766'STATION MARK - STANDARD TABLET STAMPED ---MILL CANYON PK--- CEMENTED
 LO0766'IN BEDROCK.
 LO0766'
 LO0766'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET CEMENTED IN
 LO0766'BEDROCK, 11.77 FT. FROM STATION MARK, S 19 DEG 06 MIN W.
 LO0766'
 LO0766'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET CEMENTED IN
 LO0766'BEDROCK, 12.78 FT. FROM STATION MARK, S 87 DEG 09 MIN W.
 LO0766'
 LO0766'STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD
 LO0766'CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0409 ***********************************************************************
 KO0409  DESIGNATION -  MILLARD
 KO0409  PID         -  KO0409
 KO0409  STATE/COUNTY-  UT/MILLARD
 KO0409  COUNTRY     -  US
 KO0409  USGS QUAD   -  WILLIAMS PEAK (2017)
 KO0409
 KO0409                         *CURRENT SURVEY CONTROL
 KO0409  ______________________________________________________________________
 KO0409* NAD 83(1994) POSITION- 39 15 10.16907(N) 112 08 02.64097(W)   ADJUSTED
 KO0409* NAVD 88 ORTHO HEIGHT -  1612.40  (+/-2cm)     5290.0   (feet) VERTCON3
 KO0409  ______________________________________________________________________
 KO0409  GEOID HEIGHT    -        -18.241 (meters)                     GEOID18
 KO0409  LAPLACE CORR    -          0.86  (seconds)                    DEFLEC18
 KO0409  HORZ ORDER      -  SECOND
 KO0409  VERT ORDER      -  THIRD ? (See Below)
 KO0409
 KO0409.The horizontal coordinates were established by classical geodetic methods
 KO0409.and adjusted by the National Geodetic Survey in November 1997.
 KO0409
 KO0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0409
 KO0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0409.GEOID18 height accuracy estimate available here.
 KO0409
 KO0409.The vertical order pertains to the NGVD 29 superseded value.
 KO0409
 KO0409.Click photographs - Photos may exist for this station.
 KO0409
 KO0409.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0409
 KO0409. The following values were computed from the NAD 83(1994) position.
 KO0409
 KO0409;                    North         East     Units Scale Factor Converg.
 KO0409;SPC UT C     - 2,102,275.614   445,272.261   MT  0.99995008   -0 24 22.2
 KO0409;SPC UT C     - 6,897,215.91  1,460,864.08   sFT  0.99995008   -0 24 22.2
 KO0409;UTM  12      - 4,345,446.219   402,148.302   MT  0.99971789   -0 43 03.5
 KO0409
 KO0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0409!SPC UT C     -   0.99974995  x   0.99995008  =   0.99970004
 KO0409!UTM  12      -   0.99974995  x   0.99971789  =   0.99946791
 KO0409
 KO0409:                Primary Azimuth Mark                     Grid Az
 KO0409:SPC UT C     -  MILLARD AZ MK                            110 35 00.9
 KO0409:UTM  12      -  MILLARD AZ MK                            110 53 42.2
 KO0409
 KO0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ0214845446(NAD 83)
 KO0409
 KO0409|---------------------------------------------------------------------|
 KO0409| PID    Reference Object                     Distance      Geod. Az  |
 KO0409|                                                           dddmmss.s |
 KO0409| CM5160 MILLARD RM 1                          7.516 METERS 07353     |
 KO0409| CM5159 MILLARD AZ MK                                      1101038.7 |
 KO0409| CM5161 MILLARD RM 2                          7.940 METERS 34536     |
 KO0409|---------------------------------------------------------------------|
 KO0409
 KO0409                          SUPERSEDED SURVEY CONTROL
 KO0409
 KO0409  NAD 83(1986)-  39 15 10.15891(N)    112 08 02.63397(W) AD(       ) 2
 KO0409  NAD 27      -  39 15 10.30500(N)    112 07 59.85900(W) AD(       ) 2
 KO0409  NGVD 29            1611.26   (m)         5286.3    (f) LEVELING    3  
 KO0409
 KO0409.Superseded values are not recommended for survey control.
 KO0409
 KO0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0409.See file dsdata.pdf to determine how the superseded data were derived.
 KO0409
 KO0409_MARKER: DS = TRIANGULATION STATION DISK
 KO0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0409_STAMPING: MILLARD 1938
 KO0409_MARK LOGO: CGS
 KO0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0409+STABILITY: SURFACE MOTION
 KO0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0409+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2005
 KO0409
 KO0409  HISTORY     - Date     Condition        Report By
 KO0409  HISTORY     - 1938     MONUMENTED       CGS
 KO0409  HISTORY     - 1953     GOOD             FAS
 KO0409  HISTORY     - 20050502 GOOD             GEOCAC
 KO0409
 KO0409                          STATION DESCRIPTION
 KO0409
 KO0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KO0409'STATION IS LOCATED ABOUT 1.6 MILES W OF TOWN OF SCIPIO, UTAH, ON
 KO0409'LOW LAND OF VALLEY E OF CANYON MOUNTAINS, NEAR 1/4 CORNER OF SEC.
 KO0409'18, T 18 S, R 2 W.  THERE IS NO MARK AT CORNER.
 KO0409'
 KO0409'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH (REFERENCE MARK NO.
 KO0409'3) MARKS ARE STANDARD BRONZE DISKS IN CONCRETE.
 KO0409'
 KO0409'STATION IS REACHED FROM POST OFFICE IN SCIPIO BY GOING N 0.5
 KO0409'MILE ON U.S. 91, WHICH IS ONE BLOCK N OF A CONOCO FILLING STATION
 KO0409'ON L.  TURN L, W, AND GO 1.2 MILES TO GATE.  GO THRU GATE AND
 KO0409'CONTINUE W 0.1 MILE TO AZIMUTH MARK ON R, 16 FEET N OF CENTER LINE
 KO0409'OF ROAD, AT A SW FENCE CORNER.  CONTINUE W 0.25 MILE AND PASS
 KO0409'THRU GATE.  CONTINUE W 0.05 MILE TO A FORK SW OF HAY STACK.
 KO0409'TAKE R FORK AND GO N 0.05 MILE TO STATION TO R OF ROAD.  IT IS A
 KO0409'DRIVE STATION.
 KO0409
 KO0409                          STATION RECOVERY (1953)
 KO0409
 KO0409'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1953
 KO0409'RECOVERED STATION MARK AND REFERENCE MARKS IN GOOD CONDITION.
 KO0409'DESCRIPTION IS SATISFACTORY FOR RECOVERY.
 KO0409
 KO0409                          STATION RECOVERY (2005)
 KO0409
 KO0409'RECOVERY NOTE BY GEOCACHING 2005 (RIM)
 KO0409'FOUND IT IN GREAT CONDITION, THE CEMENT WAS BUSTED SOME BUT MARK IN
 KO0409'GOOD SHAPE. THE POST OFFICE IN SCIPIO HAS MOVEDTHE CONOCO IS STILL
 KO0409'THERE. THERE IS NO GATES YOU GO THROUGH TO GET TO THE MARKER ANYMORE.
 KO0409'THERE IS NO HAY STACK NEARBY NOR HAS THERE BEEN FOR YEARS A COW CORREL
 KO0409'IS HOWEVER JUST TO THE SOUTH OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0515 ***********************************************************************
 KN0515  CBN         -  This is a Cooperative Base Network Control Station.
 KN0515  DESIGNATION -  MILLER
 KN0515  PID         -  KN0515
 KN0515  STATE/COUNTY-  UT/CARBON
 KN0515  COUNTRY     -  US
 KN0515  USGS QUAD   -  PRICE (2017)
 KN0515
 KN0515                         *CURRENT SURVEY CONTROL
 KN0515  ______________________________________________________________________
 KN0515* NAD 83(2011) POSITION- 39 32 36.45069(N) 110 48 56.97099(W)   ADJUSTED
 KN0515* NAD 83(2011) ELLIP HT-  1761.418 (meters)        (06/27/12)   ADJUSTED
 KN0515* NAD 83(2011) EPOCH   -  2010.00
 KN0515* NAVD 88 ORTHO HEIGHT -  1778.5   (meters)     5835.    (feet) GPS OBS
 KN0515  ______________________________________________________________________
 KN0515  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KN0515  GEOID HEIGHT    -         -16.75 (meters)                     GEOID93
 KN0515  GEOID HEIGHT    -        -16.964 (meters)                     GEOID18
 KN0515  NAD 83(2011) X  - -1,750,704.178 (meters)                     COMP
 KN0515  NAD 83(2011) Y  - -4,604,929.436 (meters)                     COMP
 KN0515  NAD 83(2011) Z  -  4,040,146.876 (meters)                     COMP
 KN0515  LAPLACE CORR    -         -5.17  (seconds)                    DEFLEC18
 KN0515
 KN0515  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KN0515  Standards:
 KN0515         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KN0515            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KN0515  -------------------------------------------------------------------
 KN0515  NETWORK    1.41   2.41           0.66   0.44   1.23     -0.13417474
 KN0515  -------------------------------------------------------------------
 KN0515  Click here for local accuracies and other accuracy information.
 KN0515
 KN0515.The horizontal coordinates were established by GPS observations
 KN0515.and adjusted by the National Geodetic Survey in June 2012.
 KN0515
 KN0515.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KN0515.been affixed to the stable North American tectonic plate. See 
 KN0515.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KN0515
 KN0515.The horizontal coordinates are valid at the epoch date displayed above
 KN0515.which is a decimal equivalence of Year/Month/Day.
 KN0515
 KN0515.The orthometric height was determined by GPS observations and a
 KN0515.high-resolution geoid model.
 KN0515
 KN0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0515.GEOID18 height accuracy estimate available here.
 KN0515
 KN0515.Click photographs - Photos may exist for this station.
 KN0515
 KN0515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KN0515
 KN0515.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0515
 KN0515.The ellipsoidal height was determined by GPS observations
 KN0515.and is referenced to NAD 83.
 KN0515
 KN0515. The following values were computed from the NAD 83(2011) position.
 KN0515
 KN0515;                    North         East     Units Scale Factor Converg.
 KN0515;SPC UT C     - 2,134,571.303   558,805.775   MT  0.99991169   +0 26 17.8
 KN0515;SPC UT C     - 7,003,172.68  1,833,348.61   sFT  0.99991169   +0 26 17.8
 KN0515;UTM  12      - 4,377,103.774   515,825.300   MT  0.99960308   +0 07 02.1
 KN0515
 KN0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0515!SPC UT C     -   0.99972373  x   0.99991169  =   0.99963545
 KN0515!UTM  12      -   0.99972373  x   0.99960308  =   0.99932692
 KN0515
 KN0515:                Primary Azimuth Mark                     Grid Az
 KN0515:SPC UT C     -  MILLER AZ MK 2                           170 53 28.2
 KN0515:UTM  12      -  MILLER AZ MK 2                           171 12 43.9
 KN0515
 KN0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ1582577103(NAD 83)
 KN0515
 KN0515|---------------------------------------------------------------------|
 KN0515| PID    Reference Object                     Distance      Geod. Az  |
 KN0515|                                                           dddmmss.s |
 KN0515| KN0516 MILLER AZ MK 2                      APPROX. 0.5 KM 1711946.0 |
 KN0515| CM7633 MILLER AZ MK                                       1915218.8 |
 KN0515| CM7635 MILLER RM 2                          16.414 METERS 25356     |
 KN0515| KN0517 MILLER A POINT                       21.107 METERS 27654     |
 KN0515| CM7634 MILLER RM 1                          15.208 METERS 35710     |
 KN0515|---------------------------------------------------------------------|
 KN0515
 KN0515                          SUPERSEDED SURVEY CONTROL
 KN0515
 KN0515  NAD 83(2007)-  39 32 36.45019(N)    110 48 56.97163(W) AD(2002.00) 0
 KN0515  ELLIP H (02/10/07) 1761.437  (m)                       GP(2002.00)    
 KN0515  ELLIP H (11/14/01) 1761.450  (m)                       GP(       ) 4 2
 KN0515  NAD 83(1994)-  39 32 36.44951(N)    110 48 56.97074(W) AD(       ) B
 KN0515  ELLIP H (04/21/95) 1761.490  (m)                       GP(       ) 4 1
 KN0515  NAD 83(1986)-  39 32 36.44012(N)    110 48 56.96378(W) AD(       ) 1
 KN0515  NAD 27      -  39 32 36.56500(N)    110 48 54.40000(W) AD(       ) 1
 KN0515  NGVD 29 (07/19/86) 1777.0    (m)         5830.     (f) VERT ANG       
 KN0515
 KN0515.Superseded values are not recommended for survey control.
 KN0515
 KN0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0515.See file dsdata.pdf to determine how the superseded data were derived.
 KN0515
 KN0515_MARKER: DS = TRIANGULATION STATION DISK
 KN0515_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KN0515_STAMPING: MILLER 1937
 KN0515_MARK LOGO: CGS
 KN0515_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KN0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0515+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2009
 KN0515
 KN0515  HISTORY     - Date     Condition        Report By
 KN0515  HISTORY     - 1937     MONUMENTED       CGS
 KN0515  HISTORY     - 1947     GOOD             CGS
 KN0515  HISTORY     - 1971     GOOD             NGS
 KN0515  HISTORY     - 1974     GOOD             NGS
 KN0515  HISTORY     - 1979     GOOD             NGS
 KN0515  HISTORY     - 19931029 GOOD             NGS
 KN0515  HISTORY     - 20090902 GOOD             UT-007
 KN0515
 KN0515                          STATION DESCRIPTION
 KN0515
 KN0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KN0515'STATION IS ABOUT 3-1/2 MILES S FROM PRICE, UTAH.  AND ABOUT
 KN0515'150 YARDS W FROM HIGHWAY U-10, AND ABOUT 80 FEET HIGHER THAN
 KN0515'THE HIGHWAY.  ON THE E END OF THE SOUTHERN PART OF THE RIDGE
 KN0515'W OF THE HIGHWAY WHERE HIGHWAY U-10 CUTS THROUGH THE RIDGE.
 KN0515'THE RIDGE IS THE FIRST ONE S OF PRICE.  A GRADED GRAVEL ROAD
 KN0515'FORKS ESE AT THE STATION.
 KN0515'
 KN0515'THE STATION IS 55 FEET NW FROM A LONE SCRUB CEDAR TREE THAT IS ON
 KN0515'THE SE SHOULDER OF THE HILL.  THE STATION AND SCRUB CEDAR ARE
 KN0515'ON RANGE WITH A CHIMNEY ROCK PLAINLY VISIBLE IN THE VICINITY
 KN0515'OF HELPER, UTAH, APPROXIMATELY 5 MILES NW.
 KN0515'
 KN0515'STATION IS MARKED BY A STANDARD DISK WELDED TO TOP OF A
 KN0515'4-INCH IRON PIPE BURIED IN THE GROUND AND PROJECTING APPROXIMATELY
 KN0515'4 INCHES.
 KN0515'
 KN0515'REFERENCES MARK NO. 1, IS A STANDARD DISK WELDED INTO TOP OF
 KN0515'A 4-INCH IRON PIPE BURIED IN THE GROUND AND PROJECTING
 KN0515'APPROXIMATELY 5 INCHES ABOVE GROUND.  IT IS 49.90 FEET N FROM
 KN0515'STATION AND ABOUT 2 FEET LOWER.
 KN0515'
 KN0515'REFERENCE MARK NO. 2, IS A STANDARD DISK WELDED INTO TOP OF A
 KN0515'4-INCH IRON PIPE BURIED IN THE GROUND AND PROJECTING ABOUT
 KN0515'5 INCHES ABOVE GROUND.  IT IS 53.94 FEET WSW FROM STATION
 KN0515'AND ABOUT THE SAME ELEVATION.
 KN0515'
 KN0515'AZIMUTH MARK IS ABOUT 1/4 MILE SSE FROM STATION AND ABOUT
 KN0515'100 FEET LOWER.  IT IS APPROXIMATELY 60 FEET W FROM CENTER LINE
 KN0515'OF HIGHWAY U-10.  35 FEET S FROM A DIM ROAD LEADING WESTERLY
 KN0515'FROM THE HIGHWAY.  AND 40 FEET NW FROM A TELEPHONE POLE ON
 KN0515'RANGE WITH THE CENTER OF FLAT TOP MOUNTAIN.  MARK IS A STANDARD
 KN0515'DISK WELDED INTO TOP OF A 4-INCH IRON PIPE BURIED IN THE
 KN0515'GROUND AND PROJECTING ABOUT 2 INCHES ABOVE GROUND.  IT IS
 KN0515'STAMPED MILLER AZI 1937.
 KN0515'
 KN0515'TO REACH STATION FROM PRICE, UTAH, GO 3.9 MILES S ALONG UTAH
 KN0515'HIGHWAY U-10 FROM THE PRICE POST OFFICE TO THE S END OF A
 KN0515'CUT THROUGH THE FIRST RIDGES ENCOUNTERED.  (A GRADED GRAVEL
 KN0515'ROAD FORKS ESE AT THIS POINT).  TURN RIGHT OFF ROAD INTO FIELD
 KN0515'AND SWING NORTHERLY TO HILL, APPROXIMATELY 100 YARDS.  THEN
 KN0515'PACK UP HILL ABOUT 3 MINUTES TO STATION NEAR THE LONE SCRUB
 KN0515'CEDAR TREE ON TOP OF SLOPE.
 KN0515
 KN0515                          STATION RECOVERY (1947)
 KN0515
 KN0515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CRR)
 KN0515'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 KN0515'THE DESCRIPTION BY F.G.J. IN 1937 WAS FOUND TO BE COMPLETE
 KN0515'AND ADEQUATE.
 KN0515
 KN0515                          STATION RECOVERY (1971)
 KN0515
 KN0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KN0515'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 KN0515'AS DESCRIBED.  THE AZIMUTH MARK COULD NOT BE RECOVERED AND A NEW
 KN0515'ONE WAS ESTABLISHED.
 KN0515'
 KN0515'THE NEW AZIMUTH MARK IS A STANDARD DISK STAMPED, MILLER 1937
 KN0515'1971.  IT IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF
 KN0515'A CONCRETE CULVERT UNDER UTAH HIGHWAY 10, 1/2 MILE SOUTH OF
 KN0515'THE STATION.
 KN0515
 KN0515                          STATION RECOVERY (1974)
 KN0515
 KN0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 KN0515'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 KN0515'RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTIONS TO ALL
 KN0515'MARKS COMPARED FAVORABLY WITH THE 1937 DATA.  A SHORTER
 KN0515'DISTANCE TO REFERENCE MARK 1 OF 0.006 MILLIMETERS, SHORTER
 KN0515'DISTANCE TO REFERENCE MARK 2 OF 0.028 MILLIMETERS AND A SHORTER
 KN0515'DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 OF 0.025 MILLIMETERS
 KN0515'WAS NOTED AND VERIFIED.  A NEW DESCRIPTION FOLLOWS.
 KN0515'
 KN0515'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF PRICE, 150
 KN0515'YARDS WEST OF STATE HIGHWAY 10, ON TOP OF A SMALL HILL AND ON
 KN0515'PROPERTY OF THE CASTLE VALLEY JOB CORPS CENTER, PHONE NUMBER
 KN0515'637-4561.
 KN0515'
 KN0515'TO REACH THE STATION FROM THE POST OFFICE IN PRICE GO SOUTH
 KN0515'ON STATE HIGHWAY 10 FOR 4.1 MILES TO A SIDE ROAD RIGHT.  (TO
 KN0515'REACH THE AZIMUTH MARK CONTINUE SOUTH ON STATE HIGHWAY 10 FOR
 KN0515'0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST FOR
 KN0515'ABOUT 150 FEET TO A GATE AND FORK.  KEEP LEFT FORK AND GO
 KN0515'SOUTHWEST ON DIRT ROAD FOR 0.1 MILE TO FORKS AND THE MARK.)
 KN0515'TURN RIGHT AND GO WEST ON DIRT ROAD FOR 0.1 MILE TO LOCKED
 KN0515'GATE.  PASS THROUGH GATE AND CONTINUE ON DIRT ROAD, WINDING
 KN0515'AROUND WEST SIDE OF HILL FOR 0.2 MILE TO A FORK.  KEEP RIGHT
 KN0515'FORK AND GO EAST ON TRACK ROAD FOR 0.05 MILE TO THE STATION.
 KN0515'
 KN0515'THE STATION MARK IS A STANDARD DISK STAMPED MILLER 1937,
 KN0515'BRAZED TO THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 4 INCHES
 KN0515'ABOVE THE GROUND.  IT IS 3 FEET WEST OF A METAL WITNESS POST.
 KN0515'
 KN0515'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MILLER NO 1 1937,
 KN0515'BRAZED TO THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 6 INCHES
 KN0515'ABOVE THE GROUND.  IT IS 50 FEET NORTH OF THE METAL WITNESS POST.
 KN0515'
 KN0515'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MILLER NO 2 1937,
 KN0515'BRAZED TO THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 6 INCHES
 KN0515'ABOVE THE GROUND.  IT IS 55 FEET WEST-SOUTHWEST OF THE METAL
 KN0515'WITNESS POST.
 KN0515'
 KN0515'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MILLER AZ 1 1937,
 KN0515'BRAZED TO THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 2 INCHES
 KN0515'ABOVE THE GROUND.  IT IS 27 FEET WEST OF THE FORK, 41 FEET
 KN0515'NORTH-NORTHWEST OF A TELEPHONE POLE AND 1.5 FEET NORTH OF A
 KN0515'METAL WITNESS POST.
 KN0515'
 KN0515'HEIGHT OF LIGHT ABOVE STATION MARK 4.8 FEET.
 KN0515'
 KN0515'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 KN0515'SOUTH OF PRICE
 KN0515
 KN0515                          STATION RECOVERY (1979)
 KN0515
 KN0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KN0515'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 KN0515'DIRECTION TO REFERENCE MARK 1 COMPARED FAVORABLY WITH PREVIOUS DATA
 KN0515'DID NOT COMPARE WELL TO REFERENCE MARK 2, DISTANCE TO REFERENCE MARK
 KN0515'2 DID NOT CHECK BY 0.016 METERS AND DIRECTION MISSED BY 2 MINUTES.
 KN0515'
 KN0515'STATION IS REACHED FROM THE POST OFFICE, GO SOUTHERLY ON STATE
 KN0515'HIGHWAY 10 FOR ABOUT 3.9 MILES TO HILL AND BLADED ROAD ON RIGHT.  TURN
 KN0515'RIGHT AND FOLLOW THE BLADED ROAD, WEST, NORTH AND EAST TO TOP OF
 KN0515'HILL, CONTINUE EAST ON TRACK ROAD FOR ABOUT 0.1 MILE TO POINT WHERE
 KN0515'ROAD TURNS NORTH TOWARD LARGE WATER TANK, LEAVE ROAD, GO EAST ACROSS
 KN0515'COUNTRY FOR ABOUT 0.05 MILE TO SOUTHEAST END OF HILL TO STATION.
 KN0515'
 KN0515'STATION IS A STANDARD DISK, STAMPED---MILLER 1937--- WELDED TO TOP
 KN0515'OF A 4 INCH PIPE IMBEDDED IN GROUND AND PROJECTING ABOUT 4 INCHES.
 KN0515'
 KN0515'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---MILLER NO 1 1937---
 KN0515'WELDED TO TOP OF A 4 INCH PIPE PROJECTING ABOUT 4 INCHES.
 KN0515'
 KN0515'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---MILLER NO 2 1937---
 KN0515'WELDED TO THE TOP OF A 4 INCH PIPE PROJECTING ABOUT 4 INCHES.
 KN0515'
 KN0515'AZIMUTH MARK IS A STANDARD DISK, STAMPED---MILLER 1937 1971---
 KN0515'CEMENTED IN A DRILL HOLE, IN TOP OF A CONCRETE CULVERT HEADWALL, 27
 KN0515'FEET WEST OF CENTER STATE HIGHWAY 10, 2.5 FEET SOUTHWEST OF A
 KN0515'HIGHWAY METAL POST WITH REFLECTOR ATTACHED.
 KN0515
 KN0515                          STATION RECOVERY (1993)
 KN0515
 KN0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 KN0515'LOCKED GATE ENROUTE. STATION IS LOCATED ABOUT 6 KM (3.70 MI) SOUTH OF
 KN0515'PRICE, ON A LOW RIDGE, 75 M (246.1 FT) WEST OF A DEEP HIGHWAY CUT, 125
 KN0515'M (410.1 FT) SOUTHEAST OF A GROUND STORAGE WATER TANK, IN THE
 KN0515'SOUTHEAST 1/4 OF SECTION 5, T 15 S, R 10 E.  OWNERSHIP--CARBON COUNTY,
 KN0515'COUNTY COMMISSIONERS OFFICE, COURTHOUSE, PRICE, UT 84501. CONTACT
 KN0515'FRANK BRADY, PHONE 801-637-4700, EXTENSION 272, FOR KEY TO GATE. TO
 KN0515'REACH FROM THE UNDERPASS AT THE JUNCTION OF US HIGHWAYS 6, 191 AND
 KN0515'STATE HIGHWAY 10 (EXIT 241) ON THE SOUTHWEST SIDE OF PRICE, GO SOUTH
 KN0515'ON HIGHWAY 10 FOR 4.22 KM (2.60 MI) TO A PAVED ROAD RIGHT (INDUSTRIAL
 KN0515'PARK ROAD).  CONTINUE AHEAD FOR 0.87 KM (0.55 MI) TO A DIRT ROAD RIGHT
 KN0515'JUST PAST HIGHWAY CUT.  BEAR RIGHT, SOUTHWEST, FOR 0.07 KM (0.05 MI)
 KN0515'TO A LOCKED GATE.  (IF YOU DON'T HAVE KEY, PACK NORTH UP SIDE OF HILL
 KN0515'FOR 0.1 KM (0.05 MI) TO STATION).   PASS THROUGH GATE UP AROUND WEST
 KN0515'SIDE OF HILL FOR 0.48 KM (0.30 MI) TO A DIM TRACK ROAD RIGHT JUST
 KN0515'BEFORE REACHING WATER TANK.  BEAR RIGHT, SOUTHEAST, ON ROAD FOR 0.09
 KN0515'KM (0.05 MI) TO THE STATION. STATION MARK IS A DISK BRAZED TO THE TOP
 KN0515'OF A METAL PIPE PROJECTING 5 CM ABOVE GROUND.  IT IS 14 M (45.9 FT)
 KN0515'NORTH OF THE EDGE OF THE HILL, 23 M (75.5 FT) WEST OF THE EDGE OF THE
 KN0515'HIGHWAY CUT, 14.6 M (47.9 FT) EAST-SOUTHEAST OF A ROUND WATER METER
 KN0515'COVER, AND 16.9 M (55.4 FT) NORTHWEST OF A LONE TRIPLE-TRUNKED SHORT
 KN0515'CEDAR TREE ON THE SOUTH SLOPE OF THE HILL. DESCRIBED BY G.R.HEID
 KN0515
 KN0515                          STATION RECOVERY (2009)
 KN0515
 KN0515'RECOVERY NOTE BY CARBON COUNTY UTAH 2009 (BG)
 KN0515'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0402 ***********************************************************************
 KO0402  DESIGNATION -  MILLS
 KO0402  PID         -  KO0402
 KO0402  STATE/COUNTY-  UT/JUAB
 KO0402  COUNTRY     -  US
 KO0402  USGS QUAD   -  MILLS (2017)
 KO0402
 KO0402                         *CURRENT SURVEY CONTROL
 KO0402  ______________________________________________________________________
 KO0402* NAD 83(1994) POSITION- 39 29 38.81028(N) 112 06 52.86576(W)   ADJUSTED
 KO0402* NAVD 88 ORTHO HEIGHT -  1618.3   (meters)     5309.    (feet) VERTCON3
 KO0402  ______________________________________________________________________
 KO0402  GEOID HEIGHT    -        -18.212 (meters)                     GEOID18
 KO0402  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 KO0402  HORZ ORDER      -  FIRST
 KO0402
 KO0402.The horizontal coordinates were established by classical geodetic methods
 KO0402.and adjusted by the National Geodetic Survey in November 1997.
 KO0402
 KO0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0402
 KO0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0402.GEOID18 height accuracy estimate available here.
 KO0402
 KO0402.Click photographs - Photos may exist for this station.
 KO0402
 KO0402.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0402
 KO0402. The following values were computed from the NAD 83(1994) position.
 KO0402
 KO0402;                    North         East     Units Scale Factor Converg.
 KO0402;SPC UT C     - 2,129,050.038   447,129.224   MT  0.99991642   -0 23 37.5
 KO0402;SPC UT C     - 6,985,058.33  1,466,956.46   sFT  0.99991642   -0 23 37.5
 KO0402;UTM  12      - 4,372,204.297   404,151.237   MT  0.99971311   -0 42 32.4
 KO0402
 KO0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0402!SPC UT C     -   0.99974903  x   0.99991642  =   0.99966547
 KO0402!UTM  12      -   0.99974903  x   0.99971311  =   0.99946221
 KO0402
 KO0402:                Primary Azimuth Mark                     Grid Az
 KO0402:SPC UT C     -  MILLS AZ MK                              241 35 32.0
 KO0402:UTM  12      -  MILLS AZ MK                              241 54 26.9
 KO0402
 KO0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ0415172204(NAD 83)
 KO0402
 KO0402|---------------------------------------------------------------------|
 KO0402| PID    Reference Object                     Distance      Geod. Az  |
 KO0402|                                                           dddmmss.s |
 KO0402| CM5163 MILLS RM 1                            7.678 METERS 17835     |
 KO0402| CM5162 MILLS AZ MK                                        2411154.5 |
 KO0402| CM5164 MILLS RM 2                            7.275 METERS 27247     |
 KO0402|---------------------------------------------------------------------|
 KO0402
 KO0402                          SUPERSEDED SURVEY CONTROL
 KO0402
 KO0402  NAD 83(1986)-  39 29 38.79995(N)    112 06 52.85850(W) AD(       ) 1
 KO0402  NAD 27      -  39 29 38.95500(N)    112 06 50.08800(W) AD(       ) 1
 KO0402  NGVD 29 (07/19/86) 1617.1    (m)         5305.     (f) VERT ANG       
 KO0402
 KO0402.Superseded values are not recommended for survey control.
 KO0402
 KO0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0402.See file dsdata.pdf to determine how the superseded data were derived.
 KO0402
 KO0402_MARKER: DS = TRIANGULATION STATION DISK
 KO0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0402_STAMPING: MILLS 1938
 KO0402_MARK LOGO: CGS
 KO0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0402+STABILITY: SURFACE MOTION
 KO0402
 KO0402  HISTORY     - Date     Condition        Report By
 KO0402  HISTORY     - 1938     MONUMENTED       CGS
 KO0402  HISTORY     - 1947     GOOD             CGS
 KO0402  HISTORY     - 1953     GOOD             FAS
 KO0402
 KO0402                          STATION DESCRIPTION
 KO0402
 KO0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KO0402'ABOUT 8-1/2 MILES N AND 4-1/2 MILES W OF SEVIER RESERVOIR BRIDGE
 KO0402'ON U.S. HIGHWAY 91 ABOUT 10 MILES N OF SCIPIO, UTAH.  STATION
 KO0402'IS ON A LOW FLAT-TOPPED HILL ABOUT 0.3 MILE N OF MILLS-LEAMINGTON
 KO0402'ROAD.
 KO0402'
 KO0402'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KO0402'BRONZE DISKS IN CONCRETE.
 KO0402'
 KO0402'TO REACH STATION FROM LEVAN, UTAH, GO WESTERLY AND SOUTHWESTERLY
 KO0402'ON U.S. 91 5.4 MILES TO JUAB STATION ON UNION PACIFIC RAILWAY.
 KO0402'THENCE CONTINUE SOUTHWESTERLY ON U.S. 91 2.5 MILES TO A FORK.
 KO0402'TAKE R FORK 0.1 MILE TO ANOTHER FORK.  THENCE TAKE R FORK ACROSS
 KO0402'RAILROAD TRACKS AND CONTINUE ON GRADED DIRT ROAD WESTERLY 3.45
 KO0402'MILES TO CROSSROADS.  HERE GO L, S, 0.05 MILE TO A FORK.  THENCE
 KO0402'TAKE R FORK ALONG RAILROAD TRACKS 0.55 MILE TO MILLS STATION ON
 KO0402'UNION PACIFIC RAILWAY.  THENCE CONTINUE W 0.15 MILE TO A PLACE
 KO0402'WHERE ROAD BEARS L AND CROSSES RAILROAD TRACKS.  CONTINUE ON
 KO0402'MAIN TRAVELED ROAD 1.5 MILES TO A FORK.  HERE TAKE R FORK,
 KO0402'NORTHERLY AND NORTHWESTERLY 0.55 MILE TO ANOTHER FORK.
 KO0402'THENCE TAKE L FORK MAIN TRAVELED ROAD 2.25 MILES TO A PLACE
 KO0402'WHERE DIM TRACKS LEAD TO R UP A WASH.  FOLLOW TRACKS UP WASH
 KO0402'0.3 MILE TO BOTTOM OF DRAW.  HERE LEAVE MAIN WASH AND GO N UP
 KO0402'SMALL DRAW AND THEN SWING R, E UP END OF HILL 0.15 MILE TO
 KO0402'TOP AND STATION SITE.
 KO0402'
 KO0402'REFERENCE MARK NO. 1 IS S OF STATION AT ABOUT SAME ELEVATION.
 KO0402'REFERENCE MARK NO. 2 IS W OF STATION AT ABOUT SAME ELEVATION.
 KO0402'AZIMUTH MARK IS ABOUT 0.5 MILE SOUTHWEST OF STATION AND ABOUT 10
 KO0402'FEET HIGHER IN ELEVATION.  IT IS ON E SLOPE OF A SAGEBRUSH-COVERED
 KO0402'ROUNDED RIDGE THAT RUNS APPROXIMATELY N AND S.  IT IS ABOUT 75
 KO0402'FEET E OF TOP OF RIDGE.
 KO0402
 KO0402                          STATION RECOVERY (1947)
 KO0402
 KO0402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KO0402'STATION RECOVERED, ALL MARKS FOUND AS DESCRIBED AND IN GOOD
 KO0402'CONDITION.
 KO0402'
 KO0402'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF SCIPIO AND 0.3
 KO0402'MILE NORTH OF THE MILLS-LEAMINGTON ROAD ON THE HIGHEST POINT OF A
 KO0402'LOW FLAT-TOPPED HILL.  THE STATION MARK IS A BRONZE DISK,
 KO0402'PROJECTS 4 INCHES, SET 6 FEET NORTH OF A
 KO0402'WHITE WITNESS POST AND IS STAMPED, MILLS 1938.
 KO0402'
 KO0402'REFERENCE MARK NO. 1 IS A BRONZE DISK,
 KO0402'PROJECTS 5 INCHES, IS SAME ELEVATION AS THE STATION MARK AND IS
 KO0402'STAMPED, MILLS NO 1 1938.
 KO0402'
 KO0402'REFERENCE MARK NO. 2 IS A BRONZE DISK,
 KO0402'PROJECTS 4 INCHES, IS SAME ELEVATION AS THE STATION MARK AND IS
 KO0402'STAMPED, MILLS NO 2 1938.
 KO0402'
 KO0402'THE AZIMUTH MARK IS A BRONZE DISK,
 KO0402'PROJECTS 10 INCHES, SET ON THE EAST SLOPE OF A NORTHEAST-SOUTHWEST
 KO0402'RIDGE, 38 PACES EAST OF A JUNIPER GROVE.  IT IS STAMPED, MILLS
 KO0402'1938.
 KO0402'
 KO0402'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 91 AND
 KO0402'STATE HIGHWAY 28 IN LEVAN BY GOING WEST ON U.S. HIGHWAY 91, 8.5
 KO0402'MILES TO A ROAD RIGHT AT WEST END OF RESERVOIR.  TURN RIGHT, GO
 KO0402'0.1 MILE, TURN RIGHT AGAIN, CROSS RAILROAD TRACK, GO 3.5 MILES
 KO0402'TO A CROSSROAD.  TURN LEFT, GO 0.1 MILE TO A ROAD RIGHT.  TURN
 KO0402'RIGHT, GO 2.9 MILES TO A T ROAD INTERSECTION.  TURN RIGHT,
 KO0402'FOLLOW MAIN ROAD 3.0 MILES TO A DIM ROAD RIGHT UP WASH.  TURN
 KO0402'RIGHT, FOLLOW TRACKS WESTERLY 0.3 MILE THEN BEAR RIGHT 0.15
 KO0402'MILE TO TOP OF HILL AND STATION.  A DRIVE STATION.
 KO0402
 KO0402                          STATION RECOVERY (1953)
 KO0402
 KO0402'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1953
 KO0402'RECOVERED STATION MARK AND REFERENCE MARKS IN GOOD CONDITION AS
 KO0402'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0403 ***********************************************************************
 KO0403  DESIGNATION -  MILLS UP RR WATER TANK
 KO0403  PID         -  KO0403
 KO0403  STATE/COUNTY-  UT/JUAB
 KO0403  COUNTRY     -  US
 KO0403  USGS QUAD   -  MILLS (2017)
 KO0403
 KO0403                         *CURRENT SURVEY CONTROL
 KO0403  ______________________________________________________________________
 KO0403* NAD 83(1994) POSITION- 39 29 08.01320(N) 112 02 16.09650(W)   ADJUSTED
 KO0403  ______________________________________________________________________
 KO0403  GEOID HEIGHT    -        -18.259 (meters)                     GEOID18
 KO0403  LAPLACE CORR    -          1.55  (seconds)                    DEFLEC18
 KO0403  HORZ ORDER      -  THIRD
 KO0403
 KO0403.The horizontal coordinates were established by classical geodetic methods
 KO0403.and adjusted by the National Geodetic Survey in November 1997.
 KO0403
 KO0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0403.GEOID18 height accuracy estimate available here.
 KO0403
 KO0403.Click photographs - Photos may exist for this station.
 KO0403
 KO0403.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0403
 KO0403. The following values were computed from the NAD 83(1994) position.
 KO0403
 KO0403;                    North         East     Units Scale Factor Converg.
 KO0403;SPC UT C     - 2,128,057.742   453,736.123   MT  0.99991731   -0 20 40.2
 KO0403;SPC UT C     - 6,981,802.78  1,488,632.60   sFT  0.99991731   -0 20 40.2
 KO0403;UTM  12      - 4,371,175.871   410,751.179   MT  0.99969807   -0 39 35.9
 KO0403
 KO0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ1075171175(NAD 83)
 KO0403
 KO0403                          SUPERSEDED SURVEY CONTROL
 KO0403
 KO0403  NAD 83(1986)-  39 29 08.00218(N)    112 02 16.09118(W) AD(       ) 3
 KO0403  NAD 27      -  39 29 08.14500(N)    112 02 13.30700(W) AD(       ) 3
 KO0403
 KO0403.Superseded values are not recommended for survey control.
 KO0403
 KO0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0403.See file dsdata.pdf to determine how the superseded data were derived.
 KO0403
 KO0403_MARKER: 51 = TANK
 KO0403
 KO0403  HISTORY     - Date     Condition        Report By
 KO0403  HISTORY     - 1938     FIRST OBSERVED   CGS
 KO0403  HISTORY     - 1947     GOOD             CGS
 KO0403  HISTORY     - 1953     GOOD             CGS
 KO0403
 KO0403                          STATION DESCRIPTION
 KO0403
 KO0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KO0403'RECOVERED AS DESCRIBED.
 KO0403'
 KO0403'LOCATED ABOUT 100 YARDS WEST OF MILLS STATION ON THE UNION
 KO0403'PACIFIC RAILROAD.  A BLACK WATER TANK ABOUT 40 FEET HIGH.  TOP
 KO0403'AND CENTER OF TANK WAS THE POINT OBSERVED ON.
 KO0403
 KO0403                          STATION RECOVERY (1953)
 KO0403
 KO0403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCS)
 KO0403'DESCRIPTION SHOULD READ 100 YARDS EAST OF STATION SIGN AT
 KO0403'MILLS -- NOT 100 YARDS WEST OF STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0345 ***********************************************************************
 LP0345  DESIGNATION -  MILNE
 LP0345  PID         -  LP0345
 LP0345  STATE/COUNTY-  UT/SALT LAKE
 LP0345  COUNTRY     -  US
 LP0345  USGS QUAD   -  BAILEYS LAKE (2017)
 LP0345
 LP0345                         *CURRENT SURVEY CONTROL
 LP0345  ______________________________________________________________________
 LP0345* NAD 83(1994) POSITION- 40 45 00.01973(N) 112 05 08.48406(W)   ADJUSTED
 LP0345* NAVD 88 ORTHO HEIGHT -  1318.1   (meters)     4324.    (feet) VERTCON3
 LP0345  ______________________________________________________________________
 LP0345  GEOID HEIGHT    -        -17.182 (meters)                     GEOID18
 LP0345  LAPLACE CORR    -          1.74  (seconds)                    DEFLEC18
 LP0345  HORZ ORDER      -  FIRST
 LP0345
 LP0345.The horizontal coordinates were established by classical geodetic methods
 LP0345.and adjusted by the National Geodetic Survey in November 1997.
 LP0345
 LP0345.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0345
 LP0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0345.GEOID18 height accuracy estimate available here.
 LP0345
 LP0345.Click photographs - Photos may exist for this station.
 LP0345
 LP0345.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0345
 LP0345. The following values were computed from the NAD 83(1994) position.
 LP0345
 LP0345;                    North         East     Units Scale Factor Converg.
 LP0345;SPC UT C     - 2,268,471.152   450,536.192   MT  1.00002642   -0 22 30.6
 LP0345;SPC UT C     - 7,442,475.77  1,478,134.16   sFT  1.00002642   -0 22 30.6
 LP0345;UTM  12      - 4,511,572.770   408,346.861   MT  0.99970339   -0 42 31.5
 LP0345
 LP0345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0345!SPC UT C     -   0.99979597  x   1.00002642  =   0.99982238
 LP0345!UTM  12      -   0.99979597  x   0.99970339  =   0.99949942
 LP0345
 LP0345:                Primary Azimuth Mark                     Grid Az
 LP0345:SPC UT C     -  SALTAIR RADIO STA KSL TALL MST           343 58 58.7
 LP0345:UTM  12      -  SALTAIR RADIO STA KSL TALL MST           344 18 59.6
 LP0345
 LP0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0834611572(NAD 83)
 LP0345
 LP0345|---------------------------------------------------------------------|
 LP0345| PID    Reference Object                     Distance      Geod. Az  |
 LP0345|                                                           dddmmss.s |
 LP0345| LO1024 VORTAC SALT LAKE CITY SLC           APPROX.14.2 KM 0380924.1 |
 LP0345| LP0362 HUNTER RAD STA KRGO MAST            APPROX. 6.8 KM 1142948.8 |
 LP0345| CM5165 MILNE RM 1                           10.678 METERS 13629     |
 LP0345| LP0384 MAGNA UTAH PWR PLANT 4 N STK        APPROX. 5.2 KM 2155446.5 |
 LP0345| CM5166 MILNE RM 2                           11.746 METERS 31635     |
 LP0345| LP0338 SALTAIR RADIO STA KSL TALL MST      APPROX. 3.5 KM 3433628.1 |
 LP0345|---------------------------------------------------------------------|
 LP0345
 LP0345                          SUPERSEDED SURVEY CONTROL
 LP0345
 LP0345  NAD 83(1993)-  40 45 00.01765(N)    112 05 08.48314(W) AD(       ) 1
 LP0345  NAD 83(1986)-  40 45 00.00931(N)    112 05 08.47547(W) AD(       ) 1
 LP0345  NAD 27      -  40 45 00.20624(N)    112 05 05.68471(W) AD(       ) 1
 LP0345  NGVD 29 (07/19/86) 1317.2    (m)         4322.     (f) VERT ANG       
 LP0345
 LP0345.Superseded values are not recommended for survey control.
 LP0345
 LP0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0345.See file dsdata.pdf to determine how the superseded data were derived.
 LP0345
 LP0345_MARKER: DH = HORIZONTAL CONTROL DISK
 LP0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0345_STAMPING: MILNE 1973
 LP0345_MARK LOGO: NGS
 LP0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0345+STABILITY: SURFACE MOTION
 LP0345
 LP0345  HISTORY     - Date     Condition        Report By
 LP0345  HISTORY     - 1973     MONUMENTED       NGS
 LP0345  HISTORY     - 1974     GOOD             NGS
 LP0345
 LP0345                          STATION DESCRIPTION
 LP0345
 LP0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LP0345'THE STATION IS LOCATED ABOUT 9 MILES WEST-SOUTHWEST OF SALT LAKE
 LP0345'CITY, 3 MILES NORTH OF MAGNA, 0.2 MILE SOUTH OF THE WESTERN PACIFIC
 LP0345'RAILROAD TRACKS AND ON THE NORTHEAST CORNER OF THE KENNECOTT COPPER
 LP0345'CORPORATION TAILING POND.  PERMISSION WAS OBTAINED FROM MR. DEAN
 LP0345'KERR AND MR. JOE RIBOTTO, PHONE NUMBER 322-1533 EXTENSION 5535.
 LP0345'
 LP0345'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY ALTERNATE
 LP0345'50 AND STATE HIGHWAY 111 IN MAGNA GO EAST ON U. S. HIGHWAY ALTERNATE
 LP0345'50 FOR 0.2 MILE TO A SIDE ROAD LEFT JUST EAST OF A PIPE GATE.  TURN
 LP0345'LEFT AND GO NORTH ON THE GRAVELED ROAD FOR 0.1 MILE TO A
 LP0345'T-INTERSECTION AT AN ELEVATED ROAD.  TURN LEFT AND GO WEST ON THE
 LP0345'GRAVELED ROAD FOR ABOUT 300 FEET TO A SIDE ROAD RIGHT.  TURN
 LP0345'RIGHT AND GO NORTH ON THE GRAVELED ROAD ALONG THE EAST SIDE OF A
 LP0345'WOODEN AQUEDUCT, FOR 0.7 MILE TO A SIDE ROAD LEFT LEADING TO THE
 LP0345'TOP OF THE DIKE.  CONTINUE AHEAD NORTH ON THE GRAVELED ROAD FOR 1.1
 LP0345'MILES TO A THREE-WAY FORK.  TAKE THE RIGHT FORK AND CONTINUE
 LP0345'NORTHERLY FOR 0.05 MILE TO A FORK.  TAKE THE LEFT FORK UPHILL FOR
 LP0345'0.05 MILE TO A FORK.  TURN RIGHT AND CONTINUE NORTHERLY ON
 LP0345'THE GRAVELED ROAD, (ONE LEVEL DOWN FROM THE TOP OF THE DIKE) FOR
 LP0345'0.35 MILE TO A CROSSROAD AT A CURVE TO THE WEST AND THE STATION ON
 LP0345'THE LEFT.
 LP0345'
 LP0345'THE STATION MARKS ARE STANDARD DISKS STAMPED MILNE 1973, THE
 LP0345'SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 LP0345'12-INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND
 LP0345'SURFACE.  IT IS 81 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 LP0345'INTERSECTION, 14 FEET NORTHEAST OF THE STEEP SLOPE OF THE DIKE
 LP0345'AND 4 FEET SOUTHWEST OF A METAL WITNESS POST.  THE UNDER-GROUND
 LP0345'DISK IS SET ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 LP0345'
 LP0345'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MILNE NO 1 1973, SET IN
 LP0345'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 LP0345'AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 67 FEET
 LP0345'SOUTHWEST OF THE CENTER OF THE INTERSECTION, 35 FEET
 LP0345'EAST-SOUTHEAST OF A METAL WITNESS POST AND 12 FEET NORTHEAST OF
 LP0345'THE STEEP SLOPE OF THE DIKE.  NEAR THE SAME ELEVATION AS THE
 LP0345'STATION.
 LP0345'
 LP0345'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MILNE NO 2 1973, SET IN
 LP0345'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 LP0345'AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 62 FEET
 LP0345'SOUTHWEST OF THE CENTER OF THE ROAD AT A CURVE, 39 FEET NORTHWEST
 LP0345'OF A METAL WITNESS POST AND 16 FEET NORTHEAST OF THE STEEP SLOPE OF
 LP0345'THE DIKE.  NEAR THE SAME ELEVATION AS THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0573 ***********************************************************************
 JO0573  DESIGNATION -  MINE
 JO0573  PID         -  JO0573
 JO0573  STATE/COUNTY-  UT/BEAVER
 JO0573  COUNTRY     -  US
 JO0573  USGS QUAD   -  BLUE MOUNTAIN (2017)
 JO0573
 JO0573                         *CURRENT SURVEY CONTROL
 JO0573  ______________________________________________________________________
 JO0573* NAD 83(1994) POSITION- 38 13 37.61982(N) 113 25 58.56804(W)   ADJUSTED
 JO0573* NAVD 88 ORTHO HEIGHT -  2191.2   (meters)     7189.    (feet) VERTCON3
 JO0573  ______________________________________________________________________
 JO0573  GEOID HEIGHT    -        -21.531 (meters)                     GEOID18
 JO0573  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC18
 JO0573  HORZ ORDER      -  THIRD
 JO0573
 JO0573.The horizontal coordinates were established by classical geodetic methods
 JO0573.and adjusted by the National Geodetic Survey in November 1997.
 JO0573
 JO0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0573
 JO0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0573.GEOID18 height accuracy estimate available here.
 JO0573
 JO0573.Click photographs - Photos may exist for this station.
 JO0573
 JO0573.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0573
 JO0573. The following values were computed from the NAD 83(1994) position.
 JO0573
 JO0573;                    North         East     Units Scale Factor Converg.
 JO0573;SPC UT S     - 3,174,937.108   330,765.688   MT  0.99998113   -1 11 03.4
 JO0573;SPC UT S     -10,416,439.50  1,085,187.09   sFT  0.99998113   -1 11 03.4
 JO0573;UTM  12      - 4,233,813.288   287,040.071   MT  1.00015857   -1 30 21.7
 JO0573
 JO0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0573!SPC UT S     -   0.99965967  x   0.99998113  =   0.99964081
 JO0573!UTM  12      -   0.99965967  x   1.00015857  =   0.99981819
 JO0573
 JO0573:                Primary Azimuth Mark                     Grid Az
 JO0573:SPC UT S     -  THERMO                                   084 09 35.9
 JO0573:UTM  12      -  THERMO                                   084 28 54.2
 JO0573
 JO0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH8704033813(NAD 83)
 JO0573
 JO0573|---------------------------------------------------------------------|
 JO0573| PID    Reference Object                     Distance      Geod. Az  |
 JO0573|                                                           dddmmss.s |
 JO0573| JO0566 THERMO                              APPROX.18.0 KM 0825832.5 |
 JO0573|---------------------------------------------------------------------|
 JO0573
 JO0573                          SUPERSEDED SURVEY CONTROL
 JO0573
 JO0573  NAD 83(1986)-  38 13 37.61455(N)    113 25 58.56458(W) AD(       ) 3
 JO0573  NAD 27      -  38 13 37.73773(N)    113 25 55.67548(W) AD(       ) 3
 JO0573  NGVD 29 (07/19/86) 2190.0    (m)         7185.     (f) VERT ANG       
 JO0573
 JO0573.Superseded values are not recommended for survey control.
 JO0573
 JO0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0573.See file dsdata.pdf to determine how the superseded data were derived.
 JO0573
 JO0573_MARKER: DB = BENCH MARK DISK
 JO0573_SETTING: 66 = SET IN ROCK OUTCROP
 JO0573_STAMPING: MINE 1958
 JO0573_MARK LOGO: USGS
 JO0573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0573+STABILITY: POSITION/ELEVATION WELL
 JO0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0573+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2021
 JO0573
 JO0573  HISTORY     - Date     Condition        Report By
 JO0573  HISTORY     - 1958     MONUMENTED       USGS
 JO0573  HISTORY     - 20210804 GOOD             INDIV
 JO0573
 JO0573                          STATION DESCRIPTION
 JO0573
 JO0573'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JO0573'LOCATED ABOUT 26.0 MI. SW. OF MILFORD, 11.0 MI. NW. OF NADA, ON THE
 JO0573'HIGHEST OF TWIN PEAKS.
 JO0573'
 JO0573'TO REACH FROM MILFORD, FOLLOW RD. S. NEAR BASE OF PICACHO MTS. FOR
 JO0573'18.9 MI. TO RD. FORKS, TURN RIGHT AND FOLLOW RD. ALONG FENCE 10.3 MI.
 JO0573'TO DIM RD. RIGHT, TURN RIGHT 0.7 MI. TO DIM RD. LEFT, FOLLOW LEFT RD.
 JO0573'0.5 MI. TO DRAIN FORKS, TAKE LEFT FORK 0.8 MI. AND END TRUCK TRAVEL.
 JO0573'PACK UPHILL LEFT TO TOP AND STATION.  ABOUT 30 MINUTE PACK.
 JO0573'
 JO0573'STATION MARK--STANDARD TABLET, STAMPED ---MINE 1958---, CEMENTED IN
 JO0573'ROCK OUTCROP.
 JO0573'
 JO0573'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 JO0573'1 1958---, CEMENTED IN ROCK OUTCROP.
 JO0573'
 JO0573'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, WEDGED IN CRACK OF ROCK
 JO0573'OUTCROP.
 JO0573
 JO0573                          STATION RECOVERY (2021)
 JO0573
 JO0573'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 JO0573'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0851 ***********************************************************************
 HN0851  DESIGNATION -  MINE=ET U 179
 HN0851  PID         -  HN0851
 HN0851  STATE/COUNTY-  UT/SAN JUAN
 HN0851  COUNTRY     -  US
 HN0851  USGS QUAD   -  COPPER POINT (2017)
 HN0851
 HN0851                         *CURRENT SURVEY CONTROL
 HN0851  ______________________________________________________________________
 HN0851* NAD 83(1994) POSITION- 37 51 43.95305(N) 110 19 14.45592(W)   ADJUSTED
 HN0851* NAVD 88 ORTHO HEIGHT -  1644.2   (meters)     5394.    (feet) VERTCON3
 HN0851  ______________________________________________________________________
 HN0851  GEOID HEIGHT    -        -20.997 (meters)                     GEOID18
 HN0851  LAPLACE CORR    -          6.04  (seconds)                    DEFLEC18
 HN0851  HORZ ORDER      -  SECOND
 HN0851
 HN0851.The horizontal coordinates were established by classical geodetic methods
 HN0851.and adjusted by the National Geodetic Survey in November 1997.
 HN0851
 HN0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0851
 HN0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0851.GEOID18 height accuracy estimate available here.
 HN0851
 HN0851.Click photographs - Photos may exist for this station.
 HN0851
 HN0851.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0851
 HN0851. The following values were computed from the NAD 83(1994) position.
 HN0851
 HN0851;                    North         East     Units Scale Factor Converg.
 HN0851;SPC UT S     - 3,133,340.090   603,768.187   MT  0.99995222   +0 43 21.2
 HN0851;SPC UT S     -10,279,966.61  1,980,862.79   sFT  0.99995222   +0 43 21.2
 HN0851;UTM  12      - 4,190,744.442   559,754.059   MT  0.99964398   +0 25 01.0
 HN0851
 HN0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0851!SPC UT S     -   0.99974536  x   0.99995222  =   0.99969759
 HN0851!UTM  12      -   0.99974536  x   0.99964398  =   0.99938943
 HN0851
 HN0851:                Primary Azimuth Mark                     Grid Az
 HN0851:SPC UT S     -  MINE AZ MK                               150 44 50.3
 HN0851:UTM  12      -  MINE AZ MK                               151 03 10.5
 HN0851
 HN0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG5975490744(NAD 83)
 HN0851
 HN0851|---------------------------------------------------------------------|
 HN0851| PID    Reference Object                     Distance      Geod. Az  |
 HN0851|                                                           dddmmss.s |
 HN0851| CM7638 MINE RM 2                             8.385 METERS 06357     |
 HN0851| CM7636 MINE AZ MK                                         1512811.5 |
 HN0851| CM7637 MINE RM 1                             7.477 METERS 32150     |
 HN0851|---------------------------------------------------------------------|
 HN0851
 HN0851                          SUPERSEDED SURVEY CONTROL
 HN0851
 HN0851  NAD 83(1986)-  37 51 43.94676(N)    110 19 14.45588(W) AD(       ) 2
 HN0851  NAD 27      -  37 51 43.98965(N)    110 19 11.95596(W) AD(       ) 2
 HN0851  NGVD 29 (07/19/86) 1643.2    (m)         5391.     (f) VERT ANG       
 HN0851
 HN0851.Superseded values are not recommended for survey control.
 HN0851
 HN0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0851.See file dsdata.pdf to determine how the superseded data were derived.
 HN0851
 HN0851_MARKER: DB = BENCH MARK DISK
 HN0851_SETTING: 66 = SET IN ROCK OUTCROP
 HN0851_STAMPING: MINE ET U 179 1952
 HN0851_MARK LOGO: USGS
 HN0851_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0851+STABILITY: POSITION/ELEVATION WELL
 HN0851
 HN0851  HISTORY     - Date     Condition        Report By
 HN0851  HISTORY     - 1952     MONUMENTED       USGS
 HN0851  HISTORY     - 1963     GOOD             CGS
 HN0851  HISTORY     - 1963     GOOD             CGS
 HN0851
 HN0851                          STATION DESCRIPTION
 HN0851
 HN0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0851'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF HITE, 4 MILES
 HN0851'SOUTHEAST OF THE CONFLUENCE OF THE DIRTY DEVIL AND THE COLORADO
 HN0851'RIVERS, 2 MILES SOUTH OF THE COLORADO RIVER, 1-1/2 MILES
 HN0851'SOUTHWEST OF THE MILLE CRAG BEND IN THE COLORADO RIVER, AND
 HN0851'ON THE SOUTHEAST END OF A NARROW FLAT-TOPPED BUTTE.  THERE IS
 HN0851'A MINE A SHORT DISTANCE TO THE SOUTHEAST OF THE STATION.
 HN0851'
 HN0851'TO REACH FROM HITE BY HELICOPTER, FLY EAST-NORTHEAST ON A
 HN0851'TRUE COURSE OF 61 DEGREES FOR APPROXIMATELY 8 MILES TO THE
 HN0851'BUTTE AND THE STATION.
 HN0851'
 HN0851'THE STATION MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 HN0851'STAMPED MINE ET U 179 1952, IS SET FLUSH IN A DRILL HOLE IN
 HN0851'BEDROCK.  IT IS 30 FEET WEST OF THE EAST END OF THE BUTTE, 17
 HN0851'FEET SOUTH OF A CAIRN AND 12 FEET NORTH OF THE SOUTH EDGE OF
 HN0851'THE BUTTE.
 HN0851'
 HN0851'REFERENCE MARK 1, A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 HN0851'STAMPED NO 1 1952, IS SET FLUSH IN A DRILL HOLE IN BEDROCK
 HN0851'THAT PROJECTS 2 FEET.  THE MARK IS 15 FEET WEST OF A CAIRN.
 HN0851'
 HN0851'REFERENCE MARK 2, A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 HN0851'STAMPED NO 2 1952, IS SET FLUSH IN A DRILL HOLE IN BEDROCK.
 HN0851'IT IS 24 FEET EAST OF A CAIRN, 4 FEET SOUTH OF THE NORTH EDGE
 HN0851'OF THE OUTCROP, 3 FEET WEST OF THE EAST EDGE OF THE OUTCROP
 HN0851'AND 2 FEET NORTH OF THE SOUTH EDGE OF THE OUTCROP.
 HN0851'
 HN0851'THE AZIMUTH MARK, A STANDARD DISK STAMPED MINE USGS 1963,
 HN0851'IS SET FLUSH IN A DRILL HOLE IN BEDROCK WHICH CONSISTS OF A
 HN0851'NARROW FINGER EXTENDING WESTWARD FROM THE BUTTE.  THE MARK
 HN0851'IS 28 FEET NORTH OF THE SOUTH EDGE OF THE OUTCROP, 6 FEET SOUTH
 HN0851'OF THE NORTH EDGE AND 6 FEET NORTH OF A CAIRN.
 HN0851
 HN0851                          STATION RECOVERY (1963)
 HN0851
 HN0851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HN0851'RECOVERED IN GOOD CONDITION.
 HN0851'
 HN0851'STATION MARK--STANDARD TABLET, STAMPED ---MINE 1952---, CEMENTED IN
 HN0851'SOLID ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0617 ***********************************************************************
 HO0617  DESIGNATION -  MINER
 HO0617  PID         -  HO0617
 HO0617  STATE/COUNTY-  UT/WASHINGTON
 HO0617  COUNTRY     -  US
 HO0617  USGS QUAD   -  KOLOB RESERVOIR (2017)
 HO0617
 HO0617                         *CURRENT SURVEY CONTROL
 HO0617  ______________________________________________________________________
 HO0617* NAD 83(1994) POSITION- 37 29 13.16297(N) 113 01 19.61769(W)   ADJUSTED
 HO0617* NAVD 88 ORTHO HEIGHT -  2818.7   (meters)     9248.    (feet) VERTCON3
 HO0617  ______________________________________________________________________
 HO0617  GEOID HEIGHT    -        -21.139 (meters)                     GEOID18
 HO0617  LAPLACE CORR    -          7.00  (seconds)                    DEFLEC18
 HO0617  HORZ ORDER      -  SECOND
 HO0617
 HO0617.The horizontal coordinates were established by classical geodetic methods
 HO0617.and adjusted by the National Geodetic Survey in November 1997.
 HO0617
 HO0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0617
 HO0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0617.GEOID18 height accuracy estimate available here.
 HO0617
 HO0617.Click photographs - Photos may exist for this station.
 HO0617
 HO0617.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0617
 HO0617. The following values were computed from the NAD 83(1994) position.
 HO0617
 HO0617;                    North         East     Units Scale Factor Converg.
 HO0617;SPC UT S     - 3,092,137.414   365,393.566   MT  0.99996466   -0 55 57.3
 HO0617;SPC UT S     -10,144,787.50  1,198,795.39   sFT  0.99996466   -0 55 57.3
 HO0617;UTM  12      - 4,150,818.310   321,224.293   MT  0.99999370   -1 13 51.4
 HO0617
 HO0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0617!SPC UT S     -   0.99956118  x   0.99996466  =   0.99952586
 HO0617!UTM  12      -   0.99956118  x   0.99999370  =   0.99955489
 HO0617
 HO0617:                Primary Azimuth Mark                     Grid Az
 HO0617:SPC UT S     -  MINER AZ MK                              348 22 39.5
 HO0617:UTM  12      -  MINER AZ MK                              348 40 33.6
 HO0617
 HO0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG2122450818(NAD 83)
 HO0617
 HO0617|---------------------------------------------------------------------|
 HO0617| PID    Reference Object                     Distance      Geod. Az  |
 HO0617|                                                           dddmmss.s |
 HO0617| CH3688 MINER RM 1                           11.660 METERS 17140     |
 HO0617| CH3689 MINER RM 2                           12.083 METERS 25614     |
 HO0617| CH3687 MINER AZ MK                                        3472642.2 |
 HO0617|---------------------------------------------------------------------|
 HO0617
 HO0617                          SUPERSEDED SURVEY CONTROL
 HO0617
 HO0617  NAD 83(1986)-  37 29 13.16224(N)    113 01 19.61215(W) AD(       ) 2
 HO0617  NAD 27      -  37 29 13.24500(N)    113 01 16.80100(W) AD(       ) 2
 HO0617  NGVD 29 (07/19/86) 2817.4    (m)         9243.     (f) VERT ANG       
 HO0617
 HO0617.Superseded values are not recommended for survey control.
 HO0617
 HO0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0617.See file dsdata.pdf to determine how the superseded data were derived.
 HO0617
 HO0617_MARKER: DS = TRIANGULATION STATION DISK
 HO0617_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HO0617_STAMPING: MINER 1938
 HO0617_MARK LOGO: CGS
 HO0617_MAGNETIC: P = MARKER IS A STEEL PIPE
 HO0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0617
 HO0617  HISTORY     - Date     Condition        Report By
 HO0617  HISTORY     - 1938     MONUMENTED       CGS
 HO0617  HISTORY     - 1949     GOOD             USGS
 HO0617  HISTORY     - 1954     GOOD             USGS
 HO0617
 HO0617                          STATION DESCRIPTION
 HO0617
 HO0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0617'STATION IS LOCATED ABOUT 13-1/2 MILES SSE OF CEDAR CITY,
 HO0617'ON A LOW ROUND TOPPED GRASSY HILL THAT HAS A SMALL GROUP OF
 HO0617'ASPEN TREES ON THE SE SLOPE.
 HO0617'
 HO0617'STATION MARK IS A STANDARD DISK BRAZED IN THE TOP OF A 2-1/2
 HO0617'INCH PIPE DRIVEN IN THE GROUND.
 HO0617'
 HO0617'TO REACH FROM CEDAR CITY POST OFFICE GO SOUTH ON U.S. HIGHWAY
 HO0617'91 FOR 1.8 MILES TO A GOOD GRADED ROAD TO LEFT AT SIGN (CATTLE
 HO0617'CROSSING).  TURN LEFT AND FOLLOW MAIN TRAVELED ROAD TO TOP
 HO0617'OF HILL 6 MILES, TAKE RIGHT FORK AND CONTINUE ON MAIN ROAD FOR
 HO0617'5.1 MILES TO FORK IN SAME, TAKE RIGHT FORK, MAIN ROAD AND
 HO0617'CONTINUE 2.0 MILES, ROAD TURNS SHARP LEFT, SOUTH, CONTINUE 1.7
 HO0617'MILES TO LANE TO RIGHT, CONTINUE 1/2 MILE STRAIGHT AHEAD
 HO0617'ON MAIN ROAD.  AT THIS POINT THE PARTIES WERE STOPPED BY SNOW.
 HO0617'THE FOLLOWING DISTANCES ARE APPROXIMATE AND MAY BE DRIVEN
 HO0617'WHEN ROAD CONDITIONS ARE GOOD.  CONTINUE ON MAIN ROAD ABOUT 2
 HO0617'1/2 MILES TO A GATE IN FENCE AND CONTINUE ON MAIN ROAD FOR
 HO0617'1/2 MILE TO A POINT WHERE MAIN ROAD STARTS DOWN A CANYON
 HO0617'AND A ROAD FORKS TO LEFT (AZIMUTH MARK IS 200 YARDS SW
 HO0617'OF THIS POINT).  TURN LEFT AT THIS POINT AND GO 1/3 MILE TO
 HO0617'TRACK ROAD TO RIGHT, TURN RIGHT AND GO 1/4 MILE TO WIRE
 HO0617'FENCE AND WOOD GATE, GO THROUGH GATE AND CONTINUE ON TRACK
 HO0617'ROAD 200 YARDS TO TOP OF SMALL HILL AND STATION.
 HO0617'
 HO0617'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD DISKS BRAZED IN
 HO0617'2-1/2 INCH PIPES DRIVEN IN THE GROUND.  THEY ARE APPROXIMATELY
 HO0617'AT THE SAME ELEVATION AS THE STATION.
 HO0617'
 HO0617'AZIMUTH MARK IS A BRONZE TABLET WEDGED IN DRILL HOLE.
 HO0617
 HO0617                          STATION RECOVERY (1949)
 HO0617
 HO0617'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 HO0617'STATION WAS RECOVERED IN GOOD CONDITION.
 HO0617'
 HO0617'TO REACH FROM THE POST OFFICE IN CEDAR CITY, GO S AND SW FOR
 HO0617'1.8 MI. TO A GOOD GRADED ROAD TO THE LEFT (E) AT A CATTLE
 HO0617'CROSSING SIGN ON THE RIGHT (FOLLOWING U.S. HIGHWAY 91 FROM
 HO0617'THE POST OFFICE IN CEDAR CITY), TURN LEFT (LEAVING U.S. HIGHWAY
 HO0617'91) AND FOLLOW THE MAIN ROAD UP A STEEP GRADE FOR 6.9 MI.
 HO0617'TO THE TOP OF A MOUNTAIN AND A ROAD FORK, TAKE THE RIGHT FORK
 HO0617'AND CONTINUE ON THE MAIN ROAD FOR 4.0 MI. TO A ROAD FORK,
 HO0617'CONTINUE STRAIGHT AHEAD FOR 3.4 MI. TO A T-ROAD W, CONTINUE
 HO0617'STRAIGHT AHEAD ON THE MAIN ROAD FOR 3.6 MI. TO A Y-ROAD, TAKE
 HO0617'THE LEFT FORK AND GO 0.4 MI. TO SOME DIM TRACKS ON THE
 HO0617'RIGHT, AND TAKE THE RIGHT FORK AND GO SW FOR 0.3 MI. TO THE
 HO0617'TOP OF A GRASSY HILL AND THE STATION.
 HO0617
 HO0617                          STATION RECOVERY (1954)
 HO0617
 HO0617'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 HO0617'RECOVERED IN GOOD CONDITION.
 HO0617'
 HO0617'STATION MARK--STANDARD DISK BRAZED IN THE TOP OF A 2-1/2 IN. PIPE
 HO0617'DRIVEN IN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1096 ***********************************************************************
 LO1096  DESIGNATION -  MINNIE
 LO1096  PID         -  LO1096
 LO1096  STATE/COUNTY-  UT/WASATCH
 LO1096  COUNTRY     -  US
 LO1096  USGS QUAD   -  STRAWBERRY PEAK (2017)
 LO1096
 LO1096                         *CURRENT SURVEY CONTROL
 LO1096  ______________________________________________________________________
 LO1096* NAD 83(1994) POSITION- 40 01 05.16376(N) 110 54 56.92452(W)   ADJUSTED
 LO1096* NAVD 88 ORTHO HEIGHT -  2814.4   (meters)     9234.    (feet) VERTCON3
 LO1096  ______________________________________________________________________
 LO1096  GEOID HEIGHT    -        -15.847 (meters)                     GEOID18
 LO1096  LAPLACE CORR    -          2.35  (seconds)                    DEFLEC18
 LO1096  HORZ ORDER      -  FIRST
 LO1096
 LO1096.The horizontal coordinates were established by classical geodetic methods
 LO1096.and adjusted by the National Geodetic Survey in November 1997.
 LO1096
 LO1096.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1096
 LO1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1096.GEOID18 height accuracy estimate available here.
 LO1096
 LO1096.Click photographs - Photos may exist for this station.
 LO1096
 LO1096.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1096
 LO1096. The following values were computed from the NAD 83(1994) position.
 LO1096
 LO1096;                    North         East     Units Scale Factor Converg.
 LO1096;SPC UT C     - 2,187,203.847   549,867.714   MT  0.99990391   +0 22 27.2
 LO1096;SPC UT C     - 7,175,851.29  1,804,024.33   sFT  0.99990391   +0 22 27.2
 LO1096;UTM  12      - 4,429,769.655   507,184.334   MT  0.99960064   +0 03 14.9
 LO1096
 LO1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1096!SPC UT C     -   0.99956116  x   0.99990391  =   0.99946511
 LO1096!UTM  12      -   0.99956116  x   0.99960064  =   0.99916197
 LO1096
 LO1096:                Primary Azimuth Mark                     Grid Az
 LO1096:SPC UT C     -  STRAWBERRY                               312 28 40.5
 LO1096:UTM  12      -  STRAWBERRY                               312 47 52.8
 LO1096
 LO1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK0718429769(NAD 83)
 LO1096
 LO1096|---------------------------------------------------------------------|
 LO1096| PID    Reference Object                     Distance      Geod. Az  |
 LO1096|                                                           dddmmss.s |
 LO1096| CP6249 MINNIE RM 1                          13.347 METERS 11646     |
 LO1096| CP6250 MINNIE RM 2                          14.285 METERS 22112     |
 LO1096| LO1095 STRAWBERRY                          APPROX. 5.3 KM 3125107.7 |
 LO1096|---------------------------------------------------------------------|
 LO1096
 LO1096                          SUPERSEDED SURVEY CONTROL
 LO1096
 LO1096  NAD 83(1993)-  40 01 05.16375(N)    110 54 56.92283(W) AD(       ) 1
 LO1096  NAD 83(1986)-  40 01 05.15038(N)    110 54 56.91790(W) AD(       ) 1
 LO1096  NAD 27      -  40 01 05.30400(N)    110 54 54.34900(W) AD(       ) 1
 LO1096  NGVD 29 (07/19/86) 2813.0    (m)         9229.     (f) VERT ANG       
 LO1096
 LO1096.Superseded values are not recommended for survey control.
 LO1096
 LO1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1096.See file dsdata.pdf to determine how the superseded data were derived.
 LO1096
 LO1096_MARKER: DS = TRIANGULATION STATION DISK
 LO1096_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO1096_STAMPING: MINNIE
 LO1096_MARK LOGO: CGS
 LO1096_MAGNETIC: P = MARKER IS A STEEL PIPE
 LO1096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO1096
 LO1096  HISTORY     - Date     Condition        Report By
 LO1096  HISTORY     - 1936     MONUMENTED       CGS
 LO1096  HISTORY     - 1966     GOOD             USGS
 LO1096
 LO1096                          STATION DESCRIPTION
 LO1096
 LO1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 LO1096'IN UINTA NATIONAL FOREST, ON SHARP CONICAL PEAK (TIMBERED TO
 LO1096'NORTHEAST), ABOUT 10 MILES NORTHEAST OF SOLDIER SUMMIT, BETWEEN
 LO1096'TIMBER CANYON TO NORTHWEST AND HEAD OF MINNIE CREEK TO SOUTHEAST,
 LO1096'IN SEC. 29, T. 5 S., R. 9 W.  THERE ARE HIGHER PEAKS TO EAST
 LO1096'AND NORTHEAST ON SAME DIVIDE.  TO REACH FROM DUCHESNE, GO
 LO1096'SOUTHERLY 27.0 MILES ON STATE HIGHWAY 33 TO TOP OF SUMMIT.
 LO1096'CONTINUE 1 MILE TO BUILDINGS OWNED BY UTAH HIGHWAY COMMISSION
 LO1096'ON EAST SIDE OF ROAD.  CONTINUE 0.20 MILE TO ROAD ON RIGHT.
 LO1096'LEAVE HIGHWAY, TURN RIGHT (WEST) AND GO 18.75 MILES ON THIS
 LO1096'MAIN GRADED ROAD TO SOLDIER SUMMIT SIGNBOARD ON LEFT.
 LO1096'CONTINUE ON MAIN ROAD NORTH 0.35 MILE TO TRAIL ROAD AND SIGN
 LO1096'READING AVINTAQUIN RANCH 10 MI.  TAKE RIGHT FORK
 LO1096'(NORTHEAST) AND GO 1.30 MILES TO FORK.  TAKE LEFT FORK UP
 LO1096'RIDGE 1.25 MILES TO ROCK CAIRN.  TRAIL BEARS TO RIGHT ALONG
 LO1096'SIDE OF HILL TO NORTHEAST OF CAIRN AND BECOMES IMPASSIBLE.
 LO1096'TRUCK CAN BE TAKEN ABOUT 500 YARDS FARTHER, TO NORTHEAST
 LO1096'END OF KNOLL AND END OF TRUCK TRAVEL.  FROM HERE STATION IS
 LO1096'SEEN TO NORTH-NORTHEAST ABOUT 2 MILES DISTANT.  PACK ALONG
 LO1096'RIDGE FOLLOWING WAGON TRAIL TO BARE WHITE BLUFF.  TAKE HORSE
 LO1096'TRAIL TO RIGHT OF BLUFF AND CONTINUE TO STATION SITE.  PACK
 LO1096'REQUIRES 1-1/2 HOURS.  MARKED BY STANDARD STATION DISK IN IRON
 LO1096'PIPE PROJECTING ABOUT 8 INCHES.  REFERENCE MARKS ARE
 LO1096'STANDARD REFERENCE DISKS IN PIPES, PROJECTING 8 INCHES.
 LO1096'NO. 1 IS 13.350 METERS (43.80 FEET)
 LO1096'EAST-SOUTHEAST OF STATION.  NO. 2
 LO1096'IS 14.286 METERS (46.87 FEET) SOUTHWEST OF STATION.
 LO1096'DISTANCE BETWEEN REFERENCE MARKS IS 70.78
 LO1096'FEET.  STATION STRAWBERRY CAN BE SEEN FROM GROUND.
 LO1096
 LO1096                          STATION RECOVERY (1966)
 LO1096
 LO1096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LO1096'RECOVERED.
 LO1096'
 LO1096'STATION MARK--STANDARD STATION DISK, SET IN IRON PIPE PROJECTING
 LO1096'ABOUT 8 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AB5960 ***********************************************************************
 AB5960  DESIGNATION -  MIST
 AB5960  PID         -  AB5960
 AB5960  STATE/COUNTY-  UT/RICH
 AB5960  COUNTRY     -  US
 AB5960  USGS QUAD   -  LAKETOWN (2017)
 AB5960
 AB5960                         *CURRENT SURVEY CONTROL
 AB5960  ______________________________________________________________________
 AB5960* NAD 83(1994) POSITION- 41 45 24.79040(N) 111 15 21.75691(W)   ADJUSTED
 AB5960* NAVD 88 ORTHO HEIGHT -  2184.5   (meters)     7167.    (feet) VERTCON3
 AB5960  ______________________________________________________________________
 AB5960  GEOID HEIGHT    -        -14.676 (meters)                     GEOID18
 AB5960  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 AB5960  HORZ ORDER      -  THIRD
 AB5960
 AB5960.The horizontal coordinates were established by classical geodetic methods
 AB5960.and adjusted by the National Geodetic Survey in November 1997.
 AB5960
 AB5960.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB5960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB5960
 AB5960.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5960.GEOID18 height accuracy estimate available here.
 AB5960
 AB5960.Click photographs - Photos may exist for this station.
 AB5960
 AB5960.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB5960
 AB5960. The following values were computed from the NAD 83(1994) position.
 AB5960
 AB5960;                    North         East     Units Scale Factor Converg.
 AB5960;SPC UT N     - 1,158,119.072   520,288.614   MT  0.99999581   +0 09 39.1
 AB5960;SPC UT N     - 3,799,595.66  1,706,980.23   sFT  0.99999581   +0 09 39.1
 AB5960;UTM  12      - 4,622,815.828   478,714.549   MT  0.99960558   -0 10 13.9
 AB5960
 AB5960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5960!SPC UT N     -   0.99965978  x   0.99999581  =   0.99965559
 AB5960!UTM  12      -   0.99965978  x   0.99960558  =   0.99926549
 AB5960
 AB5960_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM7871422815(NAD 83)
 AB5960
 AB5960                          SUPERSEDED SURVEY CONTROL
 AB5960
 AB5960  NAD 83(1993)-  41 45 24.79000(N)    111 15 21.75715(W) AD(       ) 3
 AB5960  NAD 83(1986)-  41 45 24.77677(N)    111 15 21.75050(W) AD(       ) 3
 AB5960  NGVD 29 (08/09/96) 2183.2    (m)         7163.     (f) VERT ANG       
 AB5960
 AB5960.Superseded values are not recommended for survey control.
 AB5960
 AB5960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5960.See file dsdata.pdf to determine how the superseded data were derived.
 AB5960
 AB5960_MARKER: Z = SEE DESCRIPTION
 AB5960_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB5960
 AB5960  HISTORY     - Date     Condition        Report By
 AB5960  HISTORY     - 1960     MONUMENTED       USFS
 AB5960  HISTORY     - 1969     GOOD             USGS
 AB5960
 AB5960                          STATION DESCRIPTION
 AB5960
 AB5960'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 AB5960'LOCATED ON A HIGH, FLAT, SAGE AND JUNIPER-COVERED HILL, 8 MI. NW. OF
 AB5960'RANDOLPH, 5.5 MI. SE. OF LAKETOWN AND 6 MI. W. OF UTAH STATE HIGHWAY
 AB5960'16.
 AB5960'TO REACH FROM THE COURTHOUSE IN RANDOLPH, GO N. FOR 1 BLOCK, TURN LEFT
 AB5960'W. FOR 2.1 TO RD. FORKS, TURN RIGHT AND PROCEED ALONG E. SIDE OF DAM
 AB5960'AND BARE LEFT ON MAIN RD. FOR 0.9 MI. TO RD. FORK, TAKE RIGHT FORK AND
 AB5960'PROCEED N. FOR 1.2 MI. TO RD. FORK, TAKE LEFT FORK AND GO N. FOR 0.1
 AB5960'MI. TO T-RD., TAKE LEFT TURN AND PROCEED ON RD. ALONG FENCELINE FOR
 AB5960'0.8 MI. TO FENCE CORNER, TURN N. AND PROCEED FOR 2.2 MI. TO T-RD.,
 AB5960'TURN RIGHT AND PROCEED E. FOR 0.1 MI. TO T-RD., TURN LEFT (N.) ON
 AB5960'TRACK RD. FOR 1.8 MI. TO FENCE AND CATTLEGUARD, PROCEED FOR 0.3 MI. TO
 AB5960'POWERLINE AND TRACK RD. TO LEFT, TURN LEFT AND PROCEED FOR 0.2 MI. TO
 AB5960'TOP OF HILL AND STATION.
 AB5960'STATION MARK--A STANDARD U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE
 AB5960'BRONZE TABLET STAMPED---MIST 1960---, CEMENTED IN TOP OF A 3 FT. 3/4
 AB5960'IN. GALVANIZED PIPE DRIVEN FLUSH WITH GROUND.
 AB5960'REFERENCE MARK NO. 1--39.5 FT. FROM STATION 122 DEGREES SE 15 MINUTES
 AB5960'01 SECONDS.  (NOT FOUND, 1966)
 AB5960'REFERENCE MARK NO. 2--118.6 FT. FROM STATION 193 DEGREES SW 21 MINUTES
 AB5960'14 SECONDS.  (NOT FOUND, 1966)
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0486 ***********************************************************************
 JM0486  DESIGNATION -  MOAB
 JM0486  PID         -  JM0486
 JM0486  STATE/COUNTY-  UT/GRAND
 JM0486  COUNTRY     -  US
 JM0486  USGS QUAD   -  RILL CREEK (2017)
 JM0486
 JM0486                         *CURRENT SURVEY CONTROL
 JM0486  ______________________________________________________________________
 JM0486* NAD 83(1994) POSITION- 38 31 28.36797(N) 109 24 07.17225(W)   ADJUSTED
 JM0486* NAVD 88 ORTHO HEIGHT -  2113.    (meters)     6932.    (feet) VERTCON3
 JM0486  ______________________________________________________________________
 JM0486  GEOID HEIGHT    -        -19.463 (meters)                     GEOID18
 JM0486  LAPLACE CORR    -         21.77  (seconds)                    DEFLEC18
 JM0486  HORZ ORDER      -  SECOND
 JM0486
 JM0486.The horizontal coordinates were established by classical geodetic methods
 JM0486.and adjusted by the National Geodetic Survey in November 1997.
 JM0486
 JM0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0486
 JM0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0486.GEOID18 height accuracy estimate available here.
 JM0486
 JM0486.Click photographs - Photos may exist for this station.
 JM0486
 JM0486.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0486
 JM0486. The following values were computed from the NAD 83(1994) position.
 JM0486
 JM0486;                    North         East     Units Scale Factor Converg.
 JM0486;SPC UT C     - 2,023,375.672   682,964.961   MT  1.00015770   +1 20 38.2
 JM0486;SPC UT C     - 6,638,358.35  2,240,694.21   sFT  1.00015770   +1 20 38.2
 JM0486;SPC UT S     - 3,208,256.276   682,943.897   MT  1.00003475   +1 17 07.5
 JM0486;SPC UT S     -10,525,754.13  2,240,625.10   sFT  1.00003475   +1 17 07.5
 JM0486;UTM  12      - 4,265,227.272   639,299.662   MT  0.99983896   +0 59 43.7
 JM0486
 JM0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0486!SPC UT C     -   0.99967160  x   1.00015770  =   0.99982925
 JM0486!SPC UT S     -   0.99967160  x   1.00003475  =   0.99970634
 JM0486!UTM  12      -   0.99967160  x   0.99983896  =   0.99951061
 JM0486
 JM0486:                Primary Azimuth Mark                     Grid Az
 JM0486:SPC UT C     -  HORSE                                    215 03 10.9
 JM0486:SPC UT S     -  HORSE                                    215 06 41.6
 JM0486:UTM  12      -  HORSE                                    215 24 05.4
 JM0486
 JM0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH3929965227(NAD 83)
 JM0486
 JM0486|---------------------------------------------------------------------|
 JM0486| PID    Reference Object                     Distance      Geod. Az  |
 JM0486|                                                           dddmmss.s |
 JM0486| CM7643 MOAB RM 1                             9.830 METERS 01612     |
 JM0486| CM7644 MOAB RM 2                             5.928 METERS 07506     |
 JM0486| CM7642 MOAB AZ MK                                         1800538.2 |
 JM0486| JM0519 HORSE                               APPROX.35.7 KM 2162349.1 |
 JM0486|---------------------------------------------------------------------|
 JM0486
 JM0486                          SUPERSEDED SURVEY CONTROL
 JM0486
 JM0486  NAD 83(1986)-  38 31 28.35572(N)    109 24 07.17310(W) AD(       ) 2
 JM0486  NAD 27      -  38 31 28.41388(N)    109 24 04.75863(W) AD(       ) 2
 JM0486  NGVD 29 (07/19/86) 2112.     (m)         6929.     (f) VERT ANG       
 JM0486
 JM0486.Superseded values are not recommended for survey control.
 JM0486
 JM0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0486.See file dsdata.pdf to determine how the superseded data were derived.
 JM0486
 JM0486_MARKER: DB = BENCH MARK DISK
 JM0486_SETTING: 66 = SET IN ROCK OUTCROP
 JM0486_STAMPING: MOAB 1934
 JM0486_MARK LOGO: USGS
 JM0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0486+STABILITY: POSITION/ELEVATION WELL
 JM0486
 JM0486  HISTORY     - Date     Condition        Report By
 JM0486  HISTORY     - 1937     MONUMENTED       USGS
 JM0486  HISTORY     - 1954     GOOD             USGS
 JM0486  HISTORY     - 1958     GOOD             CGS
 JM0486
 JM0486                          STATION DESCRIPTION
 JM0486
 JM0486'DESCRIBED BY US GEOLOGICAL SURVEY 1937 (FGJ)
 JM0486'ABOUT 8.5 MILES AIRLINE SE OF MOAB, UTAH, ON THE EXTREME NW END
 JM0486'OF A MESA BETWEEN MILL CREEK AND THE N FORK OF MILL CREEK.
 JM0486'
 JM0486'STATION IS STANDARD U.S.G.S. MARK ABOUT 25 FEET E OF THE
 JM0486'EXTREME NW EDGE OF THE MESA RIM.
 JM0486'
 JM0486'REFERENCE MARK NO. 1 IS STANDARD U.S.G.S. REFERENCE MARK SET
 JM0486'ABOUT 12 FEET S OF THE N EDGE OF RIM, NNW. OF THE STATION.
 JM0486'
 JM0486'REFERENCE MARK NO. 2 IS A COPPER NAIL ENE OF THE STATION AT
 JM0486'ABOUT THE SAME ELEVATION.
 JM0486'
 JM0486'AZIMUTH MARK IS ABOUT 0.2 MILE SSE OF THE STATION AND IS A
 JM0486'STANDARD U.S.C. AND G.S. AZIMUTH MARK STAMPED 1937.
 JM0486'
 JM0486'ALL DISKS ARE WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 JM0486'
 JM0486'TO REACH STATION FROM MOAB, UTAH, GO S ON U.S. HIGHWAY 450
 JM0486'9.2 MILES TO FORK AT SIGN (MOUNTAIN DRIVE).  TAKE LEFT FORK
 JM0486'4.2 MILES TO FORK.  CONTINUE ON LEFT FORK 6.25 MILES TO ANOTHER
 JM0486'FORK AT SIGN (GEYSER PASS 5, CASTLETON 15).  TAKE LEFT FORK 3.1
 JM0486'MILES TO A FORK AT SIGN (WARNER R.S. 4, CASTLETON 11).  CONTINUE
 JM0486'ON LEFT FORK 1.15 MILES TO A SIDE ROAD TO THE LEFT.  TURN LEFT
 JM0486'ON SIDE ROAD AND GO 1.35 MILES TO A GATE AT RANCH HOUSE.  GO
 JM0486'THRU GATE AND FOLLOW OLD ROAD 0.1 MILE TO A WIRE GATE.  GO
 JM0486'THRU GATE AND CONTINUE SW ON OLD ROAD 0.35 MILE TO A
 JM0486'SMALL DITCH.  CROSS DITCH AND BEAR RIGHT ALONG SAME ABOUT
 JM0486'0.05 MILE, THENCE LEFT NW 0.85 MILE TO ANOTHER GATE.
 JM0486'CONTINUE THRU GATE ABOUT 0.5 MILE TO THE EXTREME NW CORNER OF
 JM0486'FIELD AND TO A LONE CEDAR TREE.  FROM HERE CONTINUE WNW ABOUT
 JM0486'280 DEG MAGNETIC ACROSS SAGE FLATS AND THRU SMALL CEDAR AND
 JM0486'PINION TREES TO THE NW END OF MESA AND THE STATION,
 JM0486'PICKING BEST AVAILABLE ROUTE THRU TREES AND KEEPING TO THE
 JM0486'LEFT OF A DEEP GORGE THAT IS ABOUT 500 METERS E OF THE
 JM0486'STATION.
 JM0486
 JM0486                          STATION RECOVERY (1954)
 JM0486
 JM0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JM0486'LOCATED ABOUT 8.5 MI. (AIRLINE) SE. OF MOAB, ON THE EXTREME NW. END
 JM0486'OF A MESA BETWEEN MILL CREEK AND THE N. FORK OF MILL CREEK.  ABOUT
 JM0486'25 FT. E. OF THE EXTREME NW. EDGE OF THE MESA RIM.
 JM0486'
 JM0486'TO REACH STATION FROM MOAB, GO S. ON U.S. HIGHWAY 450 9.2 MI. TO FORK
 JM0486'AT SIGN (MOUNTAIN DRIVE).  TAKE LEFT FORK 4.2 MI. TO FORK.  CONTINUE
 JM0486'ON LEFT FORK 6.25 MI. TO ANOTHER FORK AT SIGN (GEYSER PASS 5,
 JM0486'CASTLETON 15).  TAKE LEFT FORK 3.1 MI. TO A FORK AT SIGN (WARNER
 JM0486'R.S. 4, CASTLETON 11).  CONTINUE ON LEFT FORK 1.15 MI. TO A SIDE
 JM0486'RD. TO THE LEFT.  TURN LEFT ON SIDE RD. AND GO 1.35 MI. TO A GATE
 JM0486'AT RANCH HOUSE.  GO THRU GATE AND FOLLOW OLD RD. 0.1 MI. TO A WIRE
 JM0486'GATE.  GO THRU GATE AND CONTINUE SW. ON OLD RD. 0.35 MI. TO A SMALL
 JM0486'DITCH.  CROSS DITCH AND BEAR RIGHT ALONG SAME ABOUT 0.05 MI., THENCE
 JM0486'LEFT (NW.) 0.85 MI. TO ANOTHER GATE.  CONTINUE THRU GATE ABOUT 0.5
 JM0486'MI. TO THE EXTREME NW. CORNER OF FIELD AND TO A LONE CEDAR TREE.
 JM0486'FROM HERE CONTINUE WNW. ABOUT 280 DEGREES MAGNETIC ACROSS SAGEFLATS
 JM0486'AND THRU SMALL CEDAR AND PINION TREES TO THE NW. END OF MESA AND
 JM0486'THE STATION, PICKING BEST AVAILABLE ROUTE THRU TREES AND KEEPING
 JM0486'TO THE LEFT OF A DEEP GORGE THAT IS ABOUT 500 METERS E. OF THE
 JM0486'STATION.
 JM0486'
 JM0486'STATION MARK--STANDARD TABLET STAMPED ---MOAB 1934--- CEMENTED IN
 JM0486'ROCK OUTCROP.
 JM0486'
 JM0486'REFERENCE MARK NO. 1--REFERENCE TABLET CEMENTED IN ROCK OUTCROP,
 JM0486'32.31 FT. FROM STATION MARK, N 16 DEG 12 MIN E.
 JM0486'
 JM0486'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED IN ROCK OUTCROP,
 JM0486'19.41 FT. FROM STATION MARK, N 75 DEG 04 MIN E.
 JM0486'
 JM0486'REFERENCE MARK NO. 3--COPPER NAIL AND WASHER CEMENTED IN ROCK OUTCROP,
 JM0486'38.61 FT. FROM STATION MARK, S 50 DEG 51 MIN E.
 JM0486
 JM0486                          STATION RECOVERY (1958)
 JM0486
 JM0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JDA)
 JM0486'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND IN
 JM0486'GOOD CONDITION.
 JM0486'
 JM0486'SEE RECONNAISSANCE DESCRIPTION FOR MORE DIRECT ROUTE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0542 ***********************************************************************
 HO0542  DESIGNATION -  MOLL
 HO0542  PID         -  HO0542
 HO0542  STATE/COUNTY-  UT/KANE
 HO0542  COUNTRY     -  US
 HO0542  USGS QUAD   -  DEER RANGE POINT (2017)
 HO0542
 HO0542                         *CURRENT SURVEY CONTROL
 HO0542  ______________________________________________________________________
 HO0542* NAD 83(1994) POSITION- 37 16 15.32178(N) 112 03 18.54936(W)   ADJUSTED
 HO0542* NAVD 88 ORTHO HEIGHT -  2217.2   (meters)     7274.    (feet) VERTCON3
 HO0542  ______________________________________________________________________
 HO0542  GEOID HEIGHT    -        -21.658 (meters)                     GEOID18
 HO0542  LAPLACE CORR    -         -5.04  (seconds)                    DEFLEC18
 HO0542  HORZ ORDER      -  THIRD
 HO0542
 HO0542.The horizontal coordinates were established by classical geodetic methods
 HO0542.and adjusted by the National Geodetic Survey in November 1997.
 HO0542
 HO0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0542
 HO0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0542.GEOID18 height accuracy estimate available here.
 HO0542
 HO0542.Click photographs - Photos may exist for this station.
 HO0542
 HO0542.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0542
 HO0542. The following values were computed from the NAD 83(1994) position.
 HO0542
 HO0542;                    North         East     Units Scale Factor Converg.
 HO0542;SPC UT S     - 3,067,208.488   450,761.539   MT  0.99999114   -0 20 24.5
 HO0542;SPC UT S     -10,062,999.85  1,478,873.48   sFT  0.99999114   -0 20 24.5
 HO0542;UTM  12      - 4,125,449.086   406,449.390   MT  0.99970780   -0 38 20.5
 HO0542
 HO0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0542!SPC UT S     -   0.99965558  x   0.99999114  =   0.99964672
 HO0542!UTM  12      -   0.99965558  x   0.99970780  =   0.99936348
 HO0542
 HO0542:                Primary Azimuth Mark                     Grid Az
 HO0542:SPC UT S     -  SWALLOW                                  352 19 35.6
 HO0542:UTM  12      -  SWALLOW                                  352 37 31.6
 HO0542
 HO0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0644925449(NAD 83)
 HO0542
 HO0542|---------------------------------------------------------------------|
 HO0542| PID    Reference Object                     Distance      Geod. Az  |
 HO0542|                                                           dddmmss.s |
 HO0542| HO0541 SWALLOW                             APPROX. 9.8 KM 3515911.1 |
 HO0542|---------------------------------------------------------------------|
 HO0542
 HO0542                          SUPERSEDED SURVEY CONTROL
 HO0542
 HO0542  NAD 83(1992)-  37 16 15.32014(N)    112 03 18.54960(W) AD(       ) 3
 HO0542  NAD 83(1986)-  37 16 15.31899(N)    112 03 18.54857(W) AD(       ) 3
 HO0542  NAD 27      -  37 16 15.37973(N)    112 03 15.87523(W) AD(       ) 3
 HO0542  NGVD 29 (07/19/86) 2216.1    (m)         7271.     (f) VERT ANG       
 HO0542
 HO0542.Superseded values are not recommended for survey control.
 HO0542
 HO0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0542.See file dsdata.pdf to determine how the superseded data were derived.
 HO0542
 HO0542_MARKER: DD = SURVEY DISK
 HO0542_SETTING: 66 = SET IN ROCK OUTCROP
 HO0542_STAMPING: MOLL 1954
 HO0542_MARK LOGO: USGS
 HO0542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0542+STABILITY: POSITION/ELEVATION WELL
 HO0542
 HO0542  HISTORY     - Date     Condition        Report By
 HO0542  HISTORY     - 1954     MONUMENTED       USGS
 HO0542
 HO0542                          STATION DESCRIPTION
 HO0542
 HO0542'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HO0542'LOCATED ABOUT 38 MI. NE. OF KANAB, 17 MI. NNW. OF THE ABANDONED
 HO0542'SETTLEMENT OF ADAIRVILLE, AND 9 MI. NW. OF THE CONFLUENCE OF
 HO0542'COTTONWOOD CREEK AND THE PARIA RIVER, ON VERY PROMINIENT, CRAGGY PEAK
 HO0542'LOCALLY KNOWN AS MOLLYS NIPPLE, ON THE HIGHEST POINT.
 HO0542'
 HO0542'NOTE-THIS APPARENTLY THE POINT INTERSECTED BY THE USGS AS ---MOLLIE---
 HO0542'AND INTERSECTED BY NGS AS ---MOLLYS NIPPLE---.
 HO0542'
 HO0542'TO REACH FROM FINDLEY RANCH, DRIVE W. 1.1 MI. TO DIRT RD. ENTERING
 HO0542'FROM THE SE. TURN LEFT FOR 2.2 MI. TO SHACK AND CORRAL, THEN RIGHT FOR
 HO0542'6.4 MI. FOLLOWING DEER SPRING WASH TO JEEP TRAIL ON THE LEFT, TURN
 HO0542'LEFT FOR 2.8 MI. TO RIGGS CREEK, DRIVE UP RIGGS CREEK FOR 0.1 MI. THEN
 HO0542'RIGHT OUT OF WASH FOR 2.1 MI. TO NE.-SW. RD. CONTINUE SE. 0.1 MI. TO
 HO0542'1/4 COR.SEC. 3/10, T.41 S., R.3 W., 10 FT. ON RIGHT, CONTINUE 4.7 MI.
 HO0542'TO T-RD., TURN LEFT 0.6 MI. TO END OF JEEP TRAVEL ON SW. SIDE OF
 HO0542'MOLLYS NIPPLE.  PACK NE. TO TOP AND STATION.  FINAL OUTCROP CAN NOW BE
 HO0542'BEST CLIMBED FROM THE W. SIDE.  ROPES WERE USED FOR THE LAST 50 FT.
 HO0542'
 HO0542'STATION MARK - STANDARD TABLET CEMENTED IN DRILL HOLE IN SANDSTONE
 HO0542'TOP.
 HO0542'
 HO0542'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0540 ***********************************************************************
 HO0540  DESIGNATION -  MOLLIES NIPPLE
 HO0540  PID         -  HO0540
 HO0540  STATE/COUNTY-  UT/KANE
 HO0540  COUNTRY     -  US
 HO0540  USGS QUAD   -  DEER RANGE POINT (2017)
 HO0540
 HO0540                         *CURRENT SURVEY CONTROL
 HO0540  ______________________________________________________________________
 HO0540* NAD 83(1994) POSITION- 37 16 15.32658(N) 112 03 18.57318(W)   ADJUSTED
 HO0540  ______________________________________________________________________
 HO0540  GEOID HEIGHT    -        -21.658 (meters)                     GEOID18
 HO0540  LAPLACE CORR    -         -5.04  (seconds)                    DEFLEC18
 HO0540  HORZ ORDER      -  THIRD
 HO0540
 HO0540.The horizontal coordinates were established by classical geodetic methods
 HO0540.and adjusted by the National Geodetic Survey in November 1997.
 HO0540
 HO0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0540.GEOID18 height accuracy estimate available here.
 HO0540
 HO0540.Click photographs - Photos may exist for this station.
 HO0540
 HO0540.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0540
 HO0540. The following values were computed from the NAD 83(1994) position.
 HO0540
 HO0540;                    North         East     Units Scale Factor Converg.
 HO0540;SPC UT S     - 3,067,208.639   450,760.953   MT  0.99999114   -0 20 24.5
 HO0540;SPC UT S     -10,063,000.34  1,478,871.56   sFT  0.99999114   -0 20 24.5
 HO0540;UTM  12      - 4,125,449.240   406,448.805   MT  0.99970781   -0 38 20.5
 HO0540
 HO0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0644825449(NAD 83)
 HO0540
 HO0540                          SUPERSEDED SURVEY CONTROL
 HO0540
 HO0540  NAD 83(1992)-  37 16 15.32527(N)    112 03 18.57548(W) AD(       ) 3
 HO0540  NAD 83(1986)-  37 16 15.32165(N)    112 03 18.57334(W) AD(       ) 3
 HO0540  NAD 27      -  37 16 15.39400(N)    112 03 15.88200(W) AD(       ) 3
 HO0540
 HO0540.Superseded values are not recommended for survey control.
 HO0540
 HO0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0540.See file dsdata.pdf to determine how the superseded data were derived.
 HO0540
 HO0540_MARKER: 03 = MOUNTAIN PEAK
 HO0540
 HO0540  HISTORY     - Date     Condition        Report By
 HO0540  HISTORY     - 1938     FIRST OBSERVED   CGS
 HO0540
 HO0540                          STATION DESCRIPTION
 HO0540
 HO0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0540'AN ODD CONICAL RED TOPPED MOUNTAIN PEAK LOCALLY KNOWN AS
 HO0540'MOLLYS NIPPLE OR MOLLIES NIPPLE AND SHOWN AS SUCH ON SOME
 HO0540'MAPS.  THIS PEAK, VISIBLE FOR MILES IN ALL DIRECTIONS, IS
 HO0540'ABOUT 10 MILES SOUTH OF THE EAST BOUNDARY OF BRYCE CANYON
 HO0540'NATIONAL PARK, ABOUT 30 MILES WEST OF THE COLORADO RIVER AND
 HO0540'ABOUT 35 MILES NE OF KANAB, UTAH.  IT IS THE ONLY CONE-SHAPED
 HO0540'PEAK IN THAT VICINITY.  IT WAS NOT VISITED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0448 ***********************************************************************
 KN0448  CBN         -  This is a Cooperative Base Network Control Station.
 KN0448  DESIGNATION -  MONA
 KN0448  PID         -  KN0448
 KN0448  STATE/COUNTY-  UT/JUAB
 KN0448  COUNTRY     -  US
 KN0448  USGS QUAD   -  MONA (2017)
 KN0448
 KN0448                         *CURRENT SURVEY CONTROL
 KN0448  ______________________________________________________________________
 KN0448* NAD 83(2011) POSITION- 39 48 23.56801(N) 111 51 10.54938(W)   ADJUSTED
 KN0448* NAD 83(2011) ELLIP HT-  1516.139 (meters)        (06/27/12)   ADJUSTED
 KN0448* NAD 83(2011) EPOCH   -  2010.00
 KN0448* NAVD 88 ORTHO HEIGHT -  1533.7   (meters)     5032.    (feet) GPS OBS
 KN0448  ______________________________________________________________________
 KN0448  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KN0448  GEOID HEIGHT    -         -17.23 (meters)                     GEOID93
 KN0448  GEOID HEIGHT    -        -17.525 (meters)                     GEOID18
 KN0448  NAD 83(2011) X  - -1,826,752.597 (meters)                     COMP
 KN0448  NAD 83(2011) Y  - -4,554,999.112 (meters)                     COMP
 KN0448  NAD 83(2011) Z  -  4,062,478.549 (meters)                     COMP
 KN0448  LAPLACE CORR    -          7.17  (seconds)                    DEFLEC18
 KN0448
 KN0448  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KN0448  Standards:
 KN0448         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KN0448            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KN0448  -------------------------------------------------------------------
 KN0448  NETWORK    1.34   2.27           0.62   0.44   1.16     -0.15724245
 KN0448  -------------------------------------------------------------------
 KN0448  Click here for local accuracies and other accuracy information.
 KN0448
 KN0448.The horizontal coordinates were established by GPS observations
 KN0448.and adjusted by the National Geodetic Survey in June 2012.
 KN0448
 KN0448.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KN0448.been affixed to the stable North American tectonic plate. See 
 KN0448.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KN0448
 KN0448.The horizontal coordinates are valid at the epoch date displayed above
 KN0448.which is a decimal equivalence of Year/Month/Day.
 KN0448
 KN0448.The orthometric height was determined by GPS observations and a
 KN0448.high-resolution geoid model.
 KN0448
 KN0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0448.GEOID18 height accuracy estimate available here.
 KN0448
 KN0448.Click photographs - Photos may exist for this station.
 KN0448
 KN0448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KN0448
 KN0448.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0448
 KN0448.The ellipsoidal height was determined by GPS observations
 KN0448.and is referenced to NAD 83.
 KN0448
 KN0448. The following values were computed from the NAD 83(2011) position.
 KN0448
 KN0448;                    North         East     Units Scale Factor Converg.
 KN0448;SPC UT C     - 2,163,613.452   469,780.170   MT  0.99989894   -0 13 33.9
 KN0448;SPC UT C     - 7,098,455.13  1,541,270.44   sFT  0.99989894   -0 13 33.9
 KN0448;UTM  12      - 4,406,634.074   426,988.587   MT  0.99966563   -0 32 45.8
 KN0448
 KN0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0448!SPC UT C     -   0.99976220  x   0.99989894  =   0.99966117
 KN0448!UTM  12      -   0.99976220  x   0.99966563  =   0.99942791
 KN0448
 KN0448:                Primary Azimuth Mark                     Grid Az
 KN0448:SPC UT C     -  MONA AZ MK                               086 43 53.1
 KN0448:UTM  12      -  MONA AZ MK                               087 03 05.0
 KN0448
 KN0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK2698806634(NAD 83)
 KN0448
 KN0448|---------------------------------------------------------------------|
 KN0448| PID    Reference Object                     Distance      Geod. Az  |
 KN0448|                                                           dddmmss.s |
 KN0448| CM5175 MONA AZ MK                                         0863019.2 |
 KN0448| CM5176 MONA RM 1                            16.644 METERS 26550     |
 KN0448| CM5177 MONA RM 2                            18.071 METERS 35210     |
 KN0448|---------------------------------------------------------------------|
 KN0448
 KN0448                          SUPERSEDED SURVEY CONTROL
 KN0448
 KN0448  NAD 83(2007)-  39 48 23.56770(N)    111 51 10.55007(W) AD(2002.00) 0
 KN0448  ELLIP H (02/10/07) 1516.151  (m)                       GP(2002.00)    
 KN0448  ELLIP H (11/14/01) 1516.177  (m)                       GP(       ) 4 2
 KN0448  NAD 83(1994)-  39 48 23.56683(N)    111 51 10.54841(W) AD(       ) B
 KN0448  ELLIP H (04/21/95) 1516.244  (m)                       GP(       ) 4 1
 KN0448  NAD 83(1986)-  39 48 23.55123(N)    111 51 10.54057(W) AD(       ) 1
 KN0448  NAD 27      -  39 48 23.72200(N)    111 51 07.77400(W) AD(       ) 1
 KN0448  NGVD 29            1532.42   (m)         5027.6    (f) LEVELING    3  
 KN0448
 KN0448.Superseded values are not recommended for survey control.
 KN0448
 KN0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0448.See file dsdata.pdf to determine how the superseded data were derived.
 KN0448
 KN0448_MARKER: DS = TRIANGULATION STATION DISK
 KN0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0448_STAMPING: MONA 1947
 KN0448_MARK LOGO: CGS
 KN0448_PROJECTION: FLUSH
 KN0448_MAGNETIC: N = NO MAGNETIC MATERIAL
 KN0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0448+STABILITY: SURFACE MOTION
 KN0448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0448+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2023
 KN0448
 KN0448  HISTORY     - Date     Condition        Report By
 KN0448  HISTORY     - 1947     MONUMENTED       CGS
 KN0448  HISTORY     - 1950     GOOD             USGS
 KN0448  HISTORY     - 19931005 GOOD             NGS
 KN0448  HISTORY     - 20090321 GOOD             INDIV
 KN0448  HISTORY     - 20230402 GOOD             INDIV
 KN0448
 KN0448                          STATION DESCRIPTION
 KN0448
 KN0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KN0448'THE STATION IS LOCATED ALONG U.S. HIGHWAY 91 IN A FLAT FARMING
 KN0448'AREA, 0.75 MILE SOUTHEAST OF THE SMALL VILLAGE OF MONA, ALONG
 KN0448'THE RIGHT OF WAY OF A GRADED GRAVEL ROAD TO EAST, 80 YARDS
 KN0448'EAST OF THE INTERSECTION OF U.S. HIGHWAY 91 AND GRAVEL ROAD
 KN0448'EAST, 30 FEET SOUTH OF AND APPROXIMATELY THE SAME ELEVATION
 KN0448'AS THE CENTER LINE OF GRAVEL ROAD, 4 FEET NORTH OF FENCE LINE,
 KN0448'3 FEET WEST OF A WHITE 4X4 WITNESS POST, FLUSH AND IS STAMPED
 KN0448'MONA 1947.
 KN0448'
 KN0448'REFERENCE MARK NO. 1 IS APPROXIMATELY 18 INCHES LOWER THAN
 KN0448'STATION, 36 FEET SOUTH OF THE CENTER LINE OF GRAVEL ROAD,
 KN0448'1 FOOT NORTH OF FENCE LINE, PROJECTS 6 INCHES AND IS STAMPED
 KN0448'MONA NO 1 1947.
 KN0448'
 KN0448'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION
 KN0448'AS STATION, 24 FEET NORTH OF AND APPROXIMATELY THE SAME
 KN0448'ELEVATION AS THE CENTER LINE OF ROAD, 1 FOOT SOUTH OF FENCE
 KN0448'LINE, PROJECTS 6 INCHES AND IS STAMPED MONA NO 2 1947.
 KN0448'
 KN0448'THE AZIMUTH MARK IS LOCATED ALONG THE GRAVEL ROAD TO EAST,
 KN0448'24 FEET NORTH OF AND APPROXIMATELY THE SAME ELEVATION AS THE
 KN0448'CENTER LINE OF GRAVEL ROAD, 1 FOOT SOUTH OF FENCE LINE, PROJECTS
 KN0448'6 INCHES AND IS STAMPED MONA 1947.
 KN0448'
 KN0448'TO REACH FROM THE MONA DISTRICT SCHOOL IN MONA.  GO SOUTH ON
 KN0448'U.S. HIGHWAY NO. 91 FOR 0.75 MILE TO THE INTERSECTION OF A
 KN0448'GRAVEL ROAD FROM THE EAST.  TURN LEFT (E) AND GO 250 FEET
 KN0448'TO THE STATION ON RIGHT AS DESCRIBED ABOVE.
 KN0448
 KN0448                          STATION RECOVERY (1950)
 KN0448
 KN0448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 KN0448'RECOVERED.
 KN0448
 KN0448                          STATION RECOVERY (1993)
 KN0448
 KN0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 KN0448'STATION IS LOCATED ABOUT 10 KM (6.20 MI) NORTH OF NEPHI, 1.4 KM (0.85
 KN0448'MI) SOUTH OF MONA, 1.5 KM (0.95 MI) WEST OF INTERSTATE HIGHWAY 15,
 KN0448'ALONG A PAVED ROAD, ON THE RIGHT-OF-WAY, ADJACENT TO A FIELD, ON THE
 KN0448'NORTH EDGE OF SECTION 5, T 12 S, R 1 E.  OWNERSHIP--STATE DEPARTMENT
 KN0448'OF TRANSPORTATION. TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 KN0448'INTERSTATE HIGHWAY 15 AND STATE HIGHWAY 54 ( EXIT 236) AT MONA, GO
 KN0448'WEST ON HIGHWAY 54 FOR 1.92 KM (1.20 MI) TO A CROSS ROAD IN MONA.
 KN0448'TURN LEFT, SOUTH, ON OLD HIGHWAY FOR 1.37 KM (0.85 MI) TO A PAVED
 KN0448'CROSSROAD.  TURN LEFT, EAST, ON ROAD FOR 0.08 KM (0.05 MI) TO THE
 KN0448'STATION ON THE RIGHT. STATION MARK IS A DISK SET IN THE TOP OF A 30-CM
 KN0448'SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 9.8 M (32.2 FT)
 KN0448'SOUTH OF, AND SLIGHTLY LOWER THAN THE ROAD CENTER, 1.3 M (4.3 FT)
 KN0448'NORTH OF A FIBERGLASS WITNESS POST IN THE FENCELINE, 39.4 M (129.3 FT)
 KN0448'WEST OF THE CENTER OF A GRAVEL DRIVE LEADING TO A TWO-STORY HOUSE, AND
 KN0448'82.1 M (269.4 FT) EAST OF THE CENTER OF THE OLD HIGHWAY. DESCRIBED BY
 KN0448'G.R.HEID
 KN0448
 KN0448                          STATION RECOVERY (2009)
 KN0448
 KN0448'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (RCW)
 KN0448'RECOVERED IN GOOD CONDITION.
 KN0448
 KN0448                          STATION RECOVERY (2023)
 KN0448
 KN0448'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (CPS)
 KN0448'3" BRASS DISC SET IN SQUARE CONCRETE POST, 17 FT (5.2 M) EAST OF
 KN0448'RAILROAD NAIL IN POWER UTILITY POLE, 4 FT (1.2 M) NORTH OF WHITE FENCE
 KN0448'ON SOUTH SIDE OF CEMETERY LANE NEAR AN ORANGE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0478 ***********************************************************************
 JN0478  DESIGNATION -  MONA
 JN0478  PID         -  JN0478
 JN0478  STATE/COUNTY-  UT/EMERY
 JN0478  COUNTRY     -  US
 JN0478  USGS QUAD   -  GILSON BUTTE (2017)
 JN0478
 JN0478                         *CURRENT SURVEY CONTROL
 JN0478  ______________________________________________________________________
 JN0478* NAD 83(1994) POSITION- 38 34 01.61469(N) 110 34 41.51609(W)   ADJUSTED
 JN0478* NAVD 88 ORTHO HEIGHT -  1626.8   (meters)     5337.    (feet) VERTCON3
 JN0478  ______________________________________________________________________
 JN0478  GEOID HEIGHT    -        -19.766 (meters)                     GEOID18
 JN0478  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 JN0478  HORZ ORDER      -  SECOND
 JN0478
 JN0478.The horizontal coordinates were established by classical geodetic methods
 JN0478.and adjusted by the National Geodetic Survey in November 1997.
 JN0478
 JN0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0478
 JN0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0478.GEOID18 height accuracy estimate available here.
 JN0478
 JN0478.Click photographs - Photos may exist for this station.
 JN0478
 JN0478.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0478
 JN0478. The following values were computed from the NAD 83(1994) position.
 JN0478
 JN0478;                    North         East     Units Scale Factor Converg.
 JN0478;SPC UT C     - 2,026,369.876   580,346.509   MT  1.00014120   +0 35 25.7
 JN0478;SPC UT C     - 6,648,181.83  1,904,020.17   sFT  1.00014120   +0 35 25.7
 JN0478;SPC UT S     - 3,211,325.577   580,338.872   MT  1.00004463   +0 33 53.2
 JN0478;SPC UT S     -10,535,824.00  1,903,995.12   sFT  1.00004463   +0 33 53.2
 JN0478;UTM  12      - 4,268,825.001   536,746.078   MT  0.99961663   +0 15 46.7
 JN0478
 JN0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0478!SPC UT C     -   0.99974792  x   1.00014120  =   0.99988908
 JN0478!SPC UT S     -   0.99974792  x   1.00004463  =   0.99979253
 JN0478!UTM  12      -   0.99974792  x   0.99961663  =   0.99936464
 JN0478
 JN0478:                Primary Azimuth Mark                     Grid Az
 JN0478:SPC UT C     -  MONA AZI                                 287 25 58.2
 JN0478:SPC UT S     -  MONA AZI                                 287 27 30.7
 JN0478:UTM  12      -  MONA AZI                                 287 45 37.2
 JN0478
 JN0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH3674668825(NAD 83)
 JN0478
 JN0478|---------------------------------------------------------------------|
 JN0478| PID    Reference Object                     Distance      Geod. Az  |
 JN0478|                                                           dddmmss.s |
 JN0478| CM7645 MONA RM 1                            15.743 METERS 05732     |
 JN0478| CM7646 MONA RM 2                            39.610 METERS 14551     |
 JN0478| JN0480 MONA AZI                            APPROX. 3.2 KM 2880123.9 |
 JN0478|---------------------------------------------------------------------|
 JN0478
 JN0478                          SUPERSEDED SURVEY CONTROL
 JN0478
 JN0478  NAD 83(1986)-  38 34 01.60580(N)    110 34 41.51191(W) AD(       ) 2
 JN0478  NAD 27      -  38 34 01.67840(N)    110 34 38.98928(W) AD(       ) 2
 JN0478  NGVD 29 (07/19/86) 1625.7    (m)         5334.     (f) VERT ANG       
 JN0478
 JN0478.Superseded values are not recommended for survey control.
 JN0478
 JN0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0478.See file dsdata.pdf to determine how the superseded data were derived.
 JN0478
 JN0478_MARKER: DS = TRIANGULATION STATION DISK
 JN0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0478_STAMPING: MONA 1965
 JN0478_MARK LOGO: CGS
 JN0478_PROJECTION: FLUSH
 JN0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0478+STABILITY: SURFACE MOTION
 JN0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0478+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2021
 JN0478
 JN0478  HISTORY     - Date     Condition        Report By
 JN0478  HISTORY     - 1965     MONUMENTED       CGS
 JN0478  HISTORY     - 20210927 GOOD             INDIV
 JN0478
 JN0478                          STATION DESCRIPTION
 JN0478
 JN0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (WRH)
 JN0478'STATION IS LOCATED ABOUT 15.0 MILES NORTHEAST OF HANKSVILLE,
 JN0478'ABOUT 2.0 MILES EAST OF GILSON BUTTE AND ABOUT 1.0 MILE EAST
 JN0478'OF STATE HIGHWAY 24 ON A LOW SANDY KNOB.
 JN0478'
 JN0478'STATION MARK IS A STANDARD DISK SET IN CONCRETE, 31 FEET EAST OF
 JN0478'THE WEST EDGE OF SANDY KNOB AND ABOUT 20 FEET SOUTH OF THE NORTH
 JN0478'EDGE WHICH SLOPES GENTLY TO THE NORTH.  IT IS STAMPED MONA 1965
 JN0478'AND PROJECTS 6 INCHES.
 JN0478'
 JN0478'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN CONCRETE.  IT
 JN0478'IS STAMPED MONA NO. 1 1965 AND PROJECTS 6 INCHES.
 JN0478'
 JN0478'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN CONCRETE.  IT
 JN0478'IS STAMPED MONA NO. 2 1965 AND PROJECTS 6 INCHES.
 JN0478'
 JN0478'TRIANGULATION STATION MONA AZI SERVES AS THE AZIMUTH MARK.  IT
 JN0478'IS A STANDARD WSMR TRAVERSE DISK SET IN CONCRETE.  IT IS
 JN0478'STAMPED MONA AZI 1965 AND PROJECTS 4 INCHES.
 JN0478'
 JN0478'TO REACH THE STATION FROM THE POST OFFICE IN HANKSVILLE, GO
 JN0478'WEST 0.1 MILE TO AN INTERSECTION, TURN RIGHT AND GO NORTH 0.1
 JN0478'MILE PASSING HANKSVILLE GRADE SCHOOL TO AN INTERSECTION AND
 JN0478'STATE HIGHWAY 24, TURN RIGHT AND GO EAST ON STATE 24 0.15 MILE
 JN0478'TO JUNCTION OF STATE 24 AND STATE 25, TURN LEFT AND GO NORTH,
 JN0478'EAST AND NORTHEAST ON STATE 24 FOR 16.45 MILES TO A TRACK ROAD
 JN0478'RIGHT, TURN RIGHT AND GO EAST ON TRACK ROAD FOR 0.6 MILE TO A
 JN0478'U.S. GOVERNMENT WATER WELL AND TANK, CONTINUE EAST ON TRACK
 JN0478'ROAD FOR 0.05 MILE TO A FORK, KEEP LEFT FORK AND CONTINUE
 JN0478'EAST AND SOUTH ON TRACK ROAD FOR 1.9 MILES TO A CROSS ROADS,
 JN0478'TURN LEFT AND GO NORTH 0.15 MILE TO TOP OF KNOLL AND
 JN0478'STATION AS DESCRIBED.
 JN0478'
 JN0478'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 JN0478
 JN0478                          STATION RECOVERY (2021)
 JN0478
 JN0478'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 JN0478'TO REACH FROM IH-70 IN UTAH TAKE EXIT 149 AND GO SOUTH ON UT-24 FOR
 JN0478'24.5 MI (39.4 KM) THEN TURN LEFT ONTO CR1010 AND GO 2.6 MI (4.2 KM).
 JN0478'TURN RIGHT ONTO CR1023 AND GO 1 MI (1.6 KM) THEN TURN LEFT, SOUTH AND
 JN0478'GO 1.5 MI (2.4 KM).  THE STATION WILL BE ON THE LEFT, HIKE EAST ABOUT
 JN0478'200 FT (61.0 M) TO THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0480 ***********************************************************************
 JN0480  DESIGNATION -  MONA AZI
 JN0480  PID         -  JN0480
 JN0480  STATE/COUNTY-  UT/EMERY
 JN0480  COUNTRY     -  US
 JN0480  USGS QUAD   -  GILSON BUTTE (2017)
 JN0480
 JN0480                         *CURRENT SURVEY CONTROL
 JN0480  ______________________________________________________________________
 JN0480* NAD 83(1994) POSITION- 38 34 34.10377(N) 110 36 48.79222(W)   ADJUSTED
 JN0480* NAVD 88 ORTHO HEIGHT -  1592.    (meters)     5223.    (feet) SCALED
 JN0480  ______________________________________________________________________
 JN0480  GEOID HEIGHT    -        -19.688 (meters)                     GEOID18
 JN0480  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 JN0480  HORZ ORDER      -  SECOND
 JN0480
 JN0480.The horizontal coordinates were established by classical geodetic methods
 JN0480.and adjusted by the National Geodetic Survey in November 1997.
 JN0480
 JN0480.The orthometric height was scaled from a topographic map.
 JN0480
 JN0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0480.GEOID18 height accuracy estimate available here.
 JN0480
 JN0480.Click photographs - Photos may exist for this station.
 JN0480
 JN0480.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0480
 JN0480. The following values were computed from the NAD 83(1994) position.
 JN0480
 JN0480;                    North         East     Units Scale Factor Converg.
 JN0480;SPC UT C     - 2,027,340.630   577,255.096   MT  1.00013778   +0 34 04.2
 JN0480;SPC UT C     - 6,651,366.72  1,893,877.76   sFT  1.00013778   +0 34 04.2
 JN0480;SPC UT S     - 3,212,297.600   577,248.177   MT  1.00004680   +0 32 35.2
 JN0480;SPC UT S     -10,539,013.04  1,893,855.06   sFT  1.00004680   +0 32 35.2
 JN0480;UTM  12      - 4,269,812.875   533,661.876   MT  0.99961395   +0 14 27.5
 JN0480
 JN0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0480!SPC UT C     -   0.99975335  x   1.00013778  =   0.99989109
 JN0480!SPC UT S     -   0.99975335  x   1.00004680  =   0.99980014
 JN0480!UTM  12      -   0.99975335  x   0.99961395  =   0.99936739
 JN0480
 JN0480:                Primary Azimuth Mark                     Grid Az
 JN0480:SPC UT C     -  TS 684                                   116 32 04.9
 JN0480:SPC UT S     -  TS 684                                   116 33 33.9
 JN0480:UTM  12      -  TS 684                                   116 51 41.6
 JN0480
 JN0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH3366169812(NAD 83)
 JN0480
 JN0480|---------------------------------------------------------------------|
 JN0480| PID    Reference Object                     Distance      Geod. Az  |
 JN0480|                                                           dddmmss.s |
 JN0480| JN0481 TS 684                              APPROX. 3.0 KM 1170609.1 |
 JN0480|---------------------------------------------------------------------|
 JN0480
 JN0480                          SUPERSEDED SURVEY CONTROL
 JN0480
 JN0480  NAD 83(1986)-  38 34 34.09496(N)    110 36 48.78787(W) AD(       ) 2
 JN0480  NAD 27      -  38 34 34.16791(N)    110 36 46.26118(W) AD(       ) 2
 JN0480
 JN0480.Superseded values are not recommended for survey control.
 JN0480
 JN0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0480.See file dsdata.pdf to determine how the superseded data were derived.
 JN0480
 JN0480_MARKER: DE = TRAVERSE STATION DISK
 JN0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0480_MARK LOGO: WSMR
 JN0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0480+STABILITY: SURFACE MOTION
 JN0480
 JN0480  HISTORY     - Date     Condition        Report By
 JN0480  HISTORY     - 1965     MONUMENTED       DI
 JN0480
 JN0480                          STATION DESCRIPTION
 JN0480
 JN0480'DESCRIBED BY US DEPARTMENT OF INTERIOR 1965 (WRH)
 JN0480'STATION IS LOCATED ABOUT 15 MILES NORTHEAST OF HANKSVILLE,
 JN0480'ABOUT 0.75 MILE WEST OF STATE HIGHWAY 24 ON THE CENTER OF A LOW
 JN0480'SANDY RIDGE ABOUT 1000 FEET EAST OF THE EAST SIDE OF GILSON BUTTE.
 JN0480'
 JN0480'STATION MARK IS A STANDARD WSMR TRAVERSE STATION DISK SET IN
 JN0480'CONCRETE.  IT IS STAMPED MONA AZI 1965 AND PROJECTS 5 INCHES.
 JN0480'
 JN0480'TO REACH THE STATION FROM THE POST OFFICE IN HANKSVILLE, GO
 JN0480'WEST 0.1 MILE PASSING HANKSVILLE GRADE SCHOOL TO AN INTERSECTION
 JN0480'AND STATE HIGHWAY 24, TURN RIGHT AND GO EAST 0.15 MILE TO JUNCTION
 JN0480'OF STATE HIGHWAY 24 AND STATE 95, TURN LEFT AND GO NORTH, EAST
 JN0480'AND NORTHEAST ON STATE HIGHWAY 24 FOR 15.0 MILES, AT THIS POINT
 JN0480'TURN LEFT AND GO WEST CROSS COUNTRY FOR 0.5 MILE TO THE STATION
 JN0480'AS DESCRIBED.  A 4 WHEEL DRIVE IS REQUIRED LAST 0.5 MILE TO THE
 JN0480'STATION.
 JN0480'
 JN0480'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0876 ***********************************************************************
 HN0876  DESIGNATION -  MONITOR
 HN0876  PID         -  HN0876
 HN0876  STATE/COUNTY-  UT/SAN JUAN
 HN0876  COUNTRY     -  US
 HN0876  USGS QUAD   -  MONITOR BUTTE (2017)
 HN0876
 HN0876                         *CURRENT SURVEY CONTROL
 HN0876  ______________________________________________________________________
 HN0876* NAD 83(1994) POSITION- 37 13 01.95986(N) 110 27 49.68786(W)   ADJUSTED
 HN0876* NAVD 88 ORTHO HEIGHT -  1865.3   (meters)     6120.    (feet) VERTCON3
 HN0876  ______________________________________________________________________
 HN0876  GEOID HEIGHT    -        -21.818 (meters)                     GEOID18
 HN0876  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 HN0876  HORZ ORDER      -  FIRST
 HN0876
 HN0876.The horizontal coordinates were established by classical geodetic methods
 HN0876.and adjusted by the National Geodetic Survey in November 1997.
 HN0876
 HN0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0876
 HN0876.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0876.GEOID18 height accuracy estimate available here.
 HN0876
 HN0876.Click photographs - Photos may exist for this station.
 HN0876
 HN0876.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0876
 HN0876. The following values were computed from the NAD 83(1994) position.
 HN0876
 HN0876;                    North         East     Units Scale Factor Converg.
 HN0876;SPC UT S     - 3,061,610.860   591,968.783   MT  0.99999991   +0 38 05.5
 HN0876;SPC UT S     -10,044,634.96  1,942,150.92   sFT  0.99999991   +0 38 05.5
 HN0876;UTM  12      - 4,119,103.385   547,572.908   MT  0.99962788   +0 19 27.5
 HN0876
 HN0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0876!SPC UT S     -   0.99971079  x   0.99999991  =   0.99971070
 HN0876!UTM  12      -   0.99971079  x   0.99962788  =   0.99933878
 HN0876
 HN0876:                Primary Azimuth Mark                     Grid Az
 HN0876:SPC UT S     -  GOULDING                                 134 47 23.5
 HN0876:UTM  12      -  GOULDING                                 135 06 01.5
 HN0876
 HN0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG4757219103(NAD 83)
 HN0876
 HN0876|---------------------------------------------------------------------|
 HN0876| PID    Reference Object                     Distance      Geod. Az  |
 HN0876|                                                           dddmmss.s |
 HN0876| HN0873 GOULDING                            APPROX.32.0 KM 1352529.0 |
 HN0876| GP0629 AGATHLA PEAK CAIRN                  APPROX.48.3 KM 1535129.0 |
 HN0876| CM7648 MONITOR RM 1                          9.738 METERS 16414     |
 HN0876| CM7647 MONITOR AZ MK                                      2204145.8 |
 HN0876| CM7649 MONITOR RM 2                         10.543 METERS 27253     |
 HN0876|---------------------------------------------------------------------|
 HN0876
 HN0876                          SUPERSEDED SURVEY CONTROL
 HN0876
 HN0876  NAD 83(1992)-  37 13 01.95604(N)    110 27 49.68898(W) AD(       ) 1
 HN0876  NAD 83(1986)-  37 13 01.95591(N)    110 27 49.68829(W) AD(       ) 1
 HN0876  NAD 27      -  37 13 01.97452(N)    110 27 47.19895(W) AD(       ) 1
 HN0876  NGVD 29 (07/19/86) 1864.4    (m)         6117.     (f) VERT ANG       
 HN0876
 HN0876.Superseded values are not recommended for survey control.
 HN0876
 HN0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0876.See file dsdata.pdf to determine how the superseded data were derived.
 HN0876
 HN0876_MARKER: DS = TRIANGULATION STATION DISK
 HN0876_SETTING: 66 = SET IN ROCK OUTCROP
 HN0876_STAMPING: MONITOR 1936
 HN0876_MARK LOGO: CGS
 HN0876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0876+STABILITY: POSITION/ELEVATION WELL
 HN0876
 HN0876  HISTORY     - Date     Condition        Report By
 HN0876  HISTORY     - 1936     MONUMENTED       CGS
 HN0876  HISTORY     - 1951     GOOD             CGS
 HN0876  HISTORY     - 1963     GOOD             CGS
 HN0876  HISTORY     - 1970     GOOD             USGS
 HN0876
 HN0876                          STATION DESCRIPTION
 HN0876
 HN0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HN0876'ABOUT 36 MILES NORTH-NORTHWEST OF KAYENTA, ARIZ., 15 MILES
 HN0876'NORTHWEST OF OLJATO TRADING POST, NEAR CENTER OF T. 41 S., R.
 HN0876'13 E., AND ON HIGHEST SUMMIT OF LARGE, PROMINENT, ISOLATED MESA
 HN0876'WHICH IS KNOWN AS MONITOR MESA AND LIES BETWEEN SAN JUAN RIVER
 HN0876'ON NORTH AND COPPER CANYON ON SOUTHWEST.  TO REACH FROM OLJATO
 HN0876'TRADING POST, CROSS MOONLIGHT WASH AND GO NORTHWEST 5.2 MILES,
 HN0876'TAKE RIGHT FORK NORTHWEST ACROSS ROCKY AREA AND THEN DOWN
 HN0876'COPPER CANYON 11.7 MILES TO POINT WHERE ROAD BEARS LEFT OUT OF
 HN0876'WASH (END OF TRUCK TRAVEL).  GO NORTHEAST TOWARD MOUTH OF SMALL
 HN0876'CANYON, FOLLOWING WAGON TRAIL, AND UP CANYON, ACROSS MESA
 HN0876'1.0 MILE TO POINT WHERE IT VEERS TO LEFT AND DESCENDS TO
 HN0876'CROSS SHALLOW CANYON.  LEAVE WAGON TRAIL AND BEAR TO RIGHT
 HN0876'(SOUTHEAST) ACROSS OPEN MESA, KEEPING ON RIDGE SEPARATING
 HN0876'CANYONS TO NORTH AND SOUTH, 2.0 MILES TO CROSSING OF SHALLOW
 HN0876'CANYON, IN WHITE SANDSTONE, WHICH DRAINS TO LEFT.  FROM
 HN0876'CANYON, HEAD NORTHWEST ABOUT 1 MILE TO ISOLATED, LOW CLAY
 HN0876'HILL, THENCE NORTH ON ROUTE MARKED BY SMALL CAIRNS ABOUT 0.5
 HN0876'MILES TOWARD TWO PROMINENT CONICAL CLAY KNOLLS AT SOUTH END OF
 HN0876'LARGE CLAY FORMATION (THE FIRST CONE IS REDDISH AND THE SECOND
 HN0876'AND HIGHER IS GREY ON TOP).  KEEP TO RIGHT, ALONG BASE OF ABOVE
 HN0876'KNOLLS, ABOUT 200 YARDS TO STEEP, REDDISH SLOPE, LEADING
 HN0876'UPWARD, CLIMB SLOPE JUST TO RIGHT OF CLAY FORMATION TO SUMMIT
 HN0876'OF RIDGE AND BEAR LEFT, ALONG CREST 0.25 MILE INTO HIGHER
 HN0876'BARREN CLAY HILLS ALONG ROUTE MARKED BY SMALL CAIRNS.  PICK UP
 HN0876'HORSE TRAIL WHICH LEADS NORTH OVER HIGHEST HILL AND GO ACROSS
 HN0876'GREY CLAY FORMATION AND AROUND BASE OF LOOSE RED SLOPE 0.25
 HN0876'MILE TO POINT WHERE TRAIL BEARS TO RIGHT DOWN HILL AND TOWARDS
 HN0876'SAN JUAN RIVER.  LEAVE TRAIL AND BEAR LEFT, KEEPING ON LEVEL
 HN0876'GROUND, AROUND SLOPE OF RED HILL WHICH HAS LARGE CAIRN ON
 HN0876'SUMMIT, TO CLAY RIDGE CONNECTING IT WITH MAIN MESA 0.5 MILE
 HN0876'NORTHWEST.  FOLLOW DIVIDING RIDGE BETWEEN HEADS OF RAVINES TO
 HN0876'NORTH AND SOUTH TO CAIRN AT FOOT OF TALUS SLOPE OF MAIN MESA.
 HN0876'HEAD STRAIGHT UP (WEST) TOWARD EXTREME SOUTHEAST TIP OF
 HN0876'MESA (THIS IS ONLY PLACE WHERE RIM CAN BE ASCENDED).  CLIMB
 HN0876'STEEL PINS UP SHEER BLUFF FOR 50 FEET TO TOP OF MESA.  THE
 HN0876'SANDSTONE IS LOOSE AND CLIMB DANGEROUS.  FROM SUMMIT FOLLOW
 HN0876'RIDGE NORTHERLY FOR 0.75 MILE TO EAST BASE OF WHITE
 HN0876'SANDSTONE WHICH FORMS SUMMIT OF MAIN MESA.  THENCE WEST 0.5
 HN0876'MILE TO HIGHEST POINT AND STATION SITE.  THIS IS HARD 5-HOUR
 HN0876'PACK.  LIMITED SUPPLY OF WATER MAY BE FOUND IN ROCK POCKETS
 HN0876'ABOVE RIM ROCK ON MAIN MESA.  MARKED BY STANDARD STATION DISK
 HN0876'IN OUTCROPPING BEDROCK.  REFERENCE MARKS ARE
 HN0876'STANDARD REFERENCE DISKS IN OUTCROPPING BEDROCK.
 HN0876'NO. 1 IS 9.750 METERS (31.99 FEET) FROM STATION.
 HN0876'NO. 2 IS 10.523 METERS (34.52 FEET) FROM STATION
 HN0876'DISTANCE BETWEEN REFERENCE MARKS IS
 HN0876'54.01 FEET.  AZIMUTH MARK IS STANDARD DISK IN BOULDER 8 FEET
 HN0876'HIGH AND 15 FEET IN DIAMETER, ON SOUTH SIDE OF COPPER
 HN0876'CANYON, 3.5 MILES SOUTHWEST OF STATION.
 HN0876
 HN0876                          STATION RECOVERY (1951)
 HN0876
 HN0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 HN0876'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN GOOD
 HN0876'CONDITION.  THE AZIMUTH MARK WAS NOT VISITED DUE TO A NEW WAY IN
 HN0876'ON THE OPPOSITE SIDE OF THE MESA.  A NEW ROAD HAS BEEN PUT IN
 HN0876'AROUND THE NORTH END OF THE MESA WHICH BRINGS YOU TO THE FOOT
 HN0876'OF THE MESA.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 HN0876'
 HN0876'STATION IS LOCATED, AIRLINE, ABOUT 34 MILES WEST OF MEXICAN
 HN0876'HAT, 20 MILES NORTHWEST OF GOULDINGS TRADING POST, 15 MILES
 HN0876'NORTHWEST OF OLJETOH TRADING POST.  IT IS ON THE HIGHEST POINT
 HN0876'OF MONITOR MESA, A HIGH AND PROMINENT MESA WITH UNSCALABLE RIMS
 HN0876'AND A ROUND, ROCKY HILL ON TOP.  IT LIES BETWEEN THE SAN JUAN
 HN0876'RIVER ON THE NORTH AND COPPER CANYON ON THE SOUTHWEST.
 HN0876'
 HN0876'TO REACH THE STATION FROM THE OLJETOH TRADING POST, GO WESTERLY,
 HN0876'ON THE MAIN TRAVELED ROAD, FOR 17.1 MILES TO A FORK.  TAKE THE
 HN0876'LEFT FORK, WEST, UP THE SLOPE OF THE MESA FOR 2.0 MILES TO THE
 HN0876'TOP OF A GRADE AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 HN0876'WESTERLY, TOWARDS THE MESA, FOR ABOUT 1/2 MILE.  THEN BEAR LEFT,
 HN0876'SOUTH, ALONG TOP OF BENCH BELOW SLIDE ROCK FOR ABOUT 1-1/2 MILES
 HN0876'TO WHERE THE BENCH GRADUALLY SLOPES TO THE SOUTH.  BEAR RIGHT
 HN0876'UP THE ROCK SLIDE, HEADING FOR THE SOUTHEAST POINT OF THE RIM
 HN0876'ROCK.  BEAR RIGHT AROUND THE SOUTHEAST POINT OF THE RIM ROCK,
 HN0876'KEEPING JUST BELOW THE RIM AND ABOVE THE SLIDE ROCK, FOR
 HN0876'ABOUT 200 YARDS TO A BREAK IN THE RIM AND A ROCK SLIDE FOR
 HN0876'ABOUT 100 YARDS NORTH UP THE SLOPE TO THE BLUFF.  THIS IS A
 HN0876'50 FOOT BLUFF WITH STEEL PINS FOR CLIMBING.  THE SANDSTONE IS
 HN0876'LOOSE AND DANGEROUS AND A 100 FOOT ROPE IS RECOMMENDED
 HN0876'FOR HAULING HEAVY PACKS UP.  FROM THE TOP OF THE RIM, PACK
 HN0876'NORTHERLY ALONG THE EAST EDGE OF THE RIM FOR ABOUT 3/4 MILE TO
 HN0876'THE EAST END OF THE EAST-WEST RIDGE.  TURN LEFT,
 HN0876'WESTERLY, UP THE SANDSTONE RIDGE FOR ABOUT 3/4 MILE TO THE
 HN0876'HIGHEST POINT OF THE RIDGE AND THE STATION.
 HN0876'
 HN0876'THIS IS ABOUT A 6 HOUR PACK WITH HEAVY LOADS.  THERE IS NO WATER
 HN0876'ALONG THE WAY OR ON TOP, EXCEPTING WHEN IT RAINS THE POT HOLES
 HN0876'ON TOP OF THE FIRST MESA WILL HAVE WATER.
 HN0876'
 HN0876'STATION MARK, STAMPED MONITOR 1936, IS A STANDARD DISK CEMENTED
 HN0876'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 2 INCHES.
 HN0876'
 HN0876'REFERENCE MARK NUMBER 1, STAMPED MONITOR 1936 NO 1, IS A STANDARD
 HN0876'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS
 HN0876'FLUSH WITH THE GROUND AND 18 INCHES LOWER IN ELEVATION THAN THE
 HN0876'STATION.
 HN0876'
 HN0876'REFERENCE MARK NUMBER 2, STAMPED MONITOR 1936 NO 2, IS A STANDARD
 HN0876'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 HN0876'WITH THE GROUND AND 36 INCHES LOWER IN ELEVATION THAN THE STATION.
 HN0876
 HN0876                          STATION RECOVERY (1963)
 HN0876
 HN0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0876'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 HN0876'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 HN0876'COULD NOT BE FOUND.  THE DISTANCES AND DIRECTIONS TO THE
 HN0876'REFERENCE MARKS CHECKED WITH THE PREVIOUS MEASUREMENTS.
 HN0876'
 HN0876'THE STATION WAS REACHED BY HELICOPTER FROM THE AIRSTRIP AT THE
 HN0876'HOLE-IN-THE-ROCK CROSSING ON THE COLORADO RIVER BY FLYING EAST
 HN0876'ON A TRUE COURSE OF 98 DEGREES FOR ABOUT 26 MILES TO MONITOR
 HN0876'BUTTE AND THE STATION.  THE 1936 ROUTE TO THE STATION WAS NOT
 HN0876'CHECKED.
 HN0876
 HN0876                          STATION RECOVERY (1970)
 HN0876
 HN0876'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HN0876'INSTRUMENT STAND 4.6 ABOVE STATION MARK.
 HN0876'
 HN0876'DESCRIBED IN U.S. COAST AND GEODETIC DESCRIPTION LIST 37 110 2
 HN0876'STATION 1008.
 HN0876'
 HN0876'ALL MARKS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 HN0876'VISITED.
 HN0876'
 HN0876'REACHED BY HELICOPTER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0547 ***********************************************************************
 HM0547  DESIGNATION -  MONOCLINE
 HM0547  PID         -  HM0547
 HM0547  STATE/COUNTY-  UT/SAN JUAN
 HM0547  COUNTRY     -  US
 HM0547  USGS QUAD   -  BLUFF SW (2017)
 HM0547
 HM0547                         *CURRENT SURVEY CONTROL
 HM0547  ______________________________________________________________________
 HM0547* NAD 83(1994) POSITION- 37 15 24.93094(N) 109 42 50.92463(W)   ADJUSTED
 HM0547* NAVD 88 ORTHO HEIGHT -  1595.    (meters)     5233.    (feet) SCALED
 HM0547  ______________________________________________________________________
 HM0547  GEOID HEIGHT    -        -20.702 (meters)                     GEOID18
 HM0547  LAPLACE CORR    -         -5.04  (seconds)                    DEFLEC18
 HM0547  HORZ ORDER      -  SECOND
 HM0547
 HM0547.The horizontal coordinates were established by classical geodetic methods
 HM0547.and adjusted by the National Geodetic Survey in November 1997.
 HM0547
 HM0547.The orthometric height was scaled from a topographic map.
 HM0547
 HM0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0547.GEOID18 height accuracy estimate available here.
 HM0547
 HM0547.Click photographs - Photos may exist for this station.
 HM0547
 HM0547.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0547
 HM0547. The following values were computed from the NAD 83(1994) position.
 HM0547
 HM0547;                    North         East     Units Scale Factor Converg.
 HM0547;SPC UT S     - 3,067,021.533   658,414.743   MT  0.99999334   +1 05 39.0
 HM0547;SPC UT S     -10,062,386.48  2,160,149.04   sFT  0.99999334   +1 05 39.0
 HM0547;UTM  12      - 4,124,149.225   614,026.738   MT  0.99976016   +0 46 42.7
 HM0547
 HM0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0547!SPC UT S     -   0.99975302  x   0.99999334  =   0.99974637
 HM0547!UTM  12      -   0.99975302  x   0.99976016  =   0.99951324
 HM0547
 HM0547:                Primary Azimuth Mark                     Grid Az
 HM0547:SPC UT S     -  BLACK MESA BUTTE                         017 04 17.9
 HM0547:UTM  12      -  BLACK MESA BUTTE                         017 23 14.2
 HM0547
 HM0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG1402624149(NAD 83)
 HM0547
 HM0547|---------------------------------------------------------------------|
 HM0547| PID    Reference Object                     Distance      Geod. Az  |
 HM0547|                                                           dddmmss.s |
 HM0547| HM0552 BLACK MESA BUTTE                    APPROX.30.3 KM 0180956.9 |
 HM0547| CM7651 MONOCLINE RM 1                       13.895 METERS 06734     |
 HM0547| CM7650 MONOCLINE AZ MK                                    2292903.3 |
 HM0547| CM7652 MONOCLINE RM 2                       19.580 METERS 33603     |
 HM0547|---------------------------------------------------------------------|
 HM0547
 HM0547                          SUPERSEDED SURVEY CONTROL
 HM0547
 HM0547  NAD 83(1992)-  37 15 24.92563(N)    109 42 50.92784(W) AD(       ) 2
 HM0547  NAD 83(1986)-  37 15 24.92511(N)    109 42 50.92789(W) AD(       ) 2
 HM0547  NAD 27      -  37 15 24.91800(N)    109 42 48.48200(W) AD(       ) 2
 HM0547
 HM0547.Superseded values are not recommended for survey control.
 HM0547
 HM0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0547.See file dsdata.pdf to determine how the superseded data were derived.
 HM0547
 HM0547_MARKER: DS = TRIANGULATION STATION DISK
 HM0547_SETTING: 66 = SET IN ROCK OUTCROP
 HM0547_STAMPING: MONOCLINE 1936
 HM0547_MARK LOGO: CGS
 HM0547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0547+STABILITY: POSITION/ELEVATION WELL
 HM0547
 HM0547  HISTORY     - Date     Condition        Report By
 HM0547  HISTORY     - 1936     MONUMENTED       CGS
 HM0547  HISTORY     - 1966     GOOD             CGS
 HM0547
 HM0547                          STATION DESCRIPTION
 HM0547
 HM0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HM0547'ABOUT 13 MILES WEST OF BLUFF CITY, 0.9 MILE SOUTH OF BLUFF
 HM0547'CITY-MEXICAN HAT ROAD, ON SOUTH END OF FLAT-TOPPED MESA LOCALLY
 HM0547'KNOWN AS LIME RIDGE, 25 FEET NORTH OF ROCK CAIRN WHICH IS ON
 HM0547'POINT OF MESA, AND 15 FEET EAST-NORTHEAST OF RIM ROCK.  TO REACH
 HM0547'FROM BLUFF CITY, GO WEST ON BLUFF CITY-MEXICAN HAT ROAD 8.7
 HM0547'MILES TO BOTTOM OF COMB WASH (SPRING 400 YARDS SOUTH IN
 HM0547'BOTTOM OF WASH).  CONTINUE WEST ALONG MAIN ROAD 4.65 MILES
 HM0547'TO WHERE ROAD SKIRTS HEAD OF ROCKY DRAW.  CONTINUE ON MAIN
 HM0547'ROAD 0.2 MILE.  TURN LEFT (SOUTH) AND GO ACROSS COUNTRY 0.9
 HM0547'MILE TO ROCK CAIRN AT SOUTH END OF MESA AND STATION SITE.
 HM0547'MARKED BY STANDARD STATION DISK IN OUTCROPPING BEDROCK,
 HM0547'REFERENCE AND AZIMUTH MARKS ARE STANDARD AZIMUTH DISKS
 HM0547'SET AS FOLLOWS--REFERENCE MARK NO. 1 IS 20 FEET NORTH OF
 HM0547'EDGE OF RIM ROCK, AND 13.895 METERS (45.59 FEET) NORTHEAST OF
 HM0547'STATION N 68 DEG 06 MIN E.  REFERENCE MARK NO. 2 IS 33
 HM0547'FEET EAST OF EDGE OF RIM ROCK, AND 19.576 METERS (64.23
 HM0547'FEET) NORTHWEST OF STATION N 24 DEG 30 MIN W.  DISTANCE
 HM0547'BETWEEN REFERENCE MARKS IS 79.75 FEET.  AZIMUTH MARK IS
 HM0547'SET IN SOLID ROCK, 100 FEET WEST OF WEST END OF W.P.A. DAM,
 HM0547'AND ABOUT 3/4 MILE SOUTHWEST OF STATION S 49 DEG 29 MIN W.
 HM0547'FOLLOWING DISTANCES AND S 26 DEG 25 MIN W.
 HM0547'CONE-SHAPED PEAK, APPROXIMATELY 35 MILES, N 60 DEG 32 MIN E.
 HM0547'APPARENTLY HIGHEST PEAK TO EAST, N 87 DEG 08 MIN E.
 HM0547
 HM0547                          STATION RECOVERY (1966)
 HM0547
 HM0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCC)
 HM0547'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 HM0547'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 HM0547'
 HM0547'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS--
 HM0547'
 HM0547'FROM THE POST OFFICE IN BLUFF, GO ON STATE HIGHWAY 47, IN
 HM0547'A WESTERLY DIRECTION, FOR 10.65 MILES TO A DIRT ROAD ON
 HM0547'THE LEFT.  TURN LEFT, ON DIRT ROAD, AND GO, IN A WESTERLY
 HM0547'DIRECTION PARALLELING THE HIGHWAY, FOR 0.4 MILE TO A TRACK
 HM0547'ROAD ON THE LEFT.  TURN LEFT AND GO, IN A SOUTHERLY DIRECTION
 HM0547'UP THE RIDGE, FOR 0.8 MILE TO A ROAD FORK.  TAKE LEFT FORK AND
 HM0547'GO, IN A SOUTHEASTERLY DIRECTION, FOR 0.2 MILE TO THE STATION.
 HM0547'
 HM0547'THE STATION MARK, A STANDARD DISK STAMPED MONOCLINE 1936,
 HM0547'IS SET IN A DRILLHOLE IN BEDROCK.  IT IS 30 FEET EAST OF THE
 HM0547'WEST RIM AND 22 FEET NORTH OF THE SOUTH RIM.
 HM0547'
 HM0547'R.M. 1, A STANDARD DISK STAMPED MONOCLINE NO 1 1936, IS SET
 HM0547'IN A DRILLHOLE IN BEDROCK.  IT IS 20 FEET NORTH OF THE SOUTH
 HM0547'RIM.
 HM0547'
 HM0547'R.M. 2, A STANDARD DISK STAMPED MONOCLINE NO 2 1936, IS SET
 HM0547'IN A DRILLHOLE IN BEDROCK.  IT IS 33 FEET EAST OF THE WEST RIM.
 HM0547'
 HM0547'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3697 ***********************************************************************
 AA3697  FBN         -  This is a Federal Base Network Control Station.
 AA3697  DESIGNATION -  MONROE
 AA3697  PID         -  AA3697
 AA3697  STATE/COUNTY-  UT/SEVIER
 AA3697  COUNTRY     -  US
 AA3697  USGS QUAD   -  ELSINORE (2017)
 AA3697
 AA3697                         *CURRENT SURVEY CONTROL
 AA3697  ______________________________________________________________________
 AA3697* NAD 83(2011) POSITION- 38 37 44.99765(N) 112 07 45.20549(W)   ADJUSTED
 AA3697* NAD 83(2011) ELLIP HT-  1618.966 (meters)        (06/27/12)   ADJUSTED
 AA3697* NAD 83(2011) EPOCH   -  2010.00
 AA3697* NAVD 88 ORTHO HEIGHT -  1637.9   (meters)     5374.    (feet) GPS OBS
 AA3697  ______________________________________________________________________
 AA3697  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AA3697  GEOID HEIGHT    -        -18.898 (meters)                     GEOID09
 AA3697  GEOID HEIGHT    -        -18.881 (meters)                     GEOID18
 AA3697  NAD 83(2011) X  - -1,879,866.007 (meters)                     COMP
 AA3697  NAD 83(2011) Y  - -4,622,786.178 (meters)                     COMP
 AA3697  NAD 83(2011) Z  -  3,961,251.322 (meters)                     COMP
 AA3697  LAPLACE CORR    -          8.73  (seconds)                    DEFLEC18
 AA3697
 AA3697  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3697  Standards:
 AA3697         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3697            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3697  -------------------------------------------------------------------
 AA3697  NETWORK    0.43   0.90           0.19   0.16   0.46     -0.02596040
 AA3697  -------------------------------------------------------------------
 AA3697  Click here for local accuracies and other accuracy information.
 AA3697
 AA3697.The horizontal coordinates were established by GPS observations
 AA3697.and adjusted by the National Geodetic Survey in June 2012.
 AA3697
 AA3697.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3697.been affixed to the stable North American tectonic plate. See 
 AA3697.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3697
 AA3697.The horizontal coordinates are valid at the epoch date displayed above
 AA3697.which is a decimal equivalence of Year/Month/Day.
 AA3697
 AA3697.The orthometric height was determined by GPS observations and a
 AA3697.high-resolution geoid model.
 AA3697
 AA3697.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3697.GEOID18 height accuracy estimate available here.
 AA3697
 AA3697.Click photographs - Photos may exist for this station.
 AA3697
 AA3697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3697
 AA3697.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3697
 AA3697.The ellipsoidal height was determined by GPS observations
 AA3697.and is referenced to NAD 83.
 AA3697
 AA3697. The following values were computed from the NAD 83(2011) position.
 AA3697
 AA3697;                    North         East     Units Scale Factor Converg.
 AA3697;SPC UT C     - 2,033,037.613   445,203.215   MT  1.00011812   -0 24 11.0
 AA3697;SPC UT C     - 6,670,057.57  1,460,637.55   sFT  1.00011812   -0 24 11.0
 AA3697;UTM  12      - 4,276,230.763   401,708.767   MT  0.99971897   -0 42 18.0
 AA3697
 AA3697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3697!SPC UT C     -   0.99974604  x   1.00011812  =   0.99986413
 AA3697!UTM  12      -   0.99974604  x   0.99971897  =   0.99946509
 AA3697
 AA3697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH0170876230(NAD 83)
 AA3697
 AA3697                          SUPERSEDED SURVEY CONTROL
 AA3697
 AA3697  NAD 83(2007)-  38 37 44.99734(N)    112 07 45.20626(W) AD(2002.00) 0
 AA3697  ELLIP H (02/10/07) 1618.968  (m)                       GP(2002.00)    
 AA3697  ELLIP H (06/28/00) 1618.986  (m)                       GP(       ) 4 1
 AA3697  NAD 83(1994)-  38 37 44.99647(N)    112 07 45.20453(W) AD(       ) B
 AA3697  ELLIP H (04/21/95) 1619.083  (m)                       GP(       ) 4 1
 AA3697  NAVD 88 (09/19/06) 1637.9    (m)  GEOID03  model used  GPS OBS        
 AA3697  NAVD 88 (06/28/00) 1637.8    (m)  GEOID99  model used  GPS OBS        
 AA3697  NAVD 88 (04/21/95) 1637.8    (m)  GEOID93  model used  GPS OBS        
 AA3697
 AA3697.Superseded values are not recommended for survey control.
 AA3697
 AA3697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3697.See file dsdata.pdf to determine how the superseded data were derived.
 AA3697
 AA3697_MARKER: I = METAL ROD
 AA3697_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3697_STAMPING: MONROE 1994
 AA3697_MARK LOGO: NGS
 AA3697_PROJECTION: FLUSH
 AA3697_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3697+STABILITY: POSITION/ELEVATION WELL
 AA3697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3697+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2012
 AA3697_ROD/PIPE-DEPTH: 13.1 meters
 AA3697_SLEEVE-DEPTH  : 0.90 meters
 AA3697
 AA3697  HISTORY     - Date     Condition        Report By
 AA3697  HISTORY     - 1994     MONUMENTED       NGS
 AA3697  HISTORY     - 19990206 GOOD             NGS
 AA3697  HISTORY     - 20060725 GOOD             SUNENG
 AA3697  HISTORY     - 20120818 GOOD             GEOCAC
 AA3697
 AA3697                          STATION DESCRIPTION
 AA3697
 AA3697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3697'THE STATION IS LOCATED ABOUT 16 KM (9.95 MI) SOUTH-SOUTHWEST OF
 AA3697'RICHFIELD, 8 KM (4.95 MI) SOUTHEAST OF INTERSTATE HIGHWAY 70, IN THE
 AA3697'TOWN OF MONROE, IN GRASS NEAR THE NORTHWEST CORNER OF THE NORTH ONE OF
 AA3697'TWO BASEBALL DIAMONDS IN MONROE PARK, AND JUST WEST OF A LIGHT POLE.
 AA3697'OWNERSHIP--CITY OF MONROE. TO REACH FROM THE JUNCTION OF U.S. HIGHWAY
 AA3697'89 AND STATE HIGHWAYS 258 AND 118 ABOUT 5 KM (3.10 MI) NORTH-NORTHWEST
 AA3697'OF MONROE, GO SOUTH-SOUTHEAST ON HIGHWAY 118 FOR 6.5 KM (4.05 MI)
 AA3697'(PASSING THROUGH THE TOWN OF AUSTIN) TO A CROSSROAD IN THE TOWN OF
 AA3697'MONROE (100 SOUTH) WHERE HIGHWAY 118 TURNS RIGHT, WEST.  TURN RIGHT,
 AA3697'WEST, ON HIGHWAY 118 FOR 0.56 KM (0.35 MI) TO A PAVED ROAD LEFT.  TURN
 AA3697'LEFT, SOUTH, ON ROAD FOR 0.10 KM (0.05 MI) TO A DIRT ROAD RIGHT.  TURN
 AA3697'RIGHT, WEST, ON DIRT ROAD FOR 0.11 KM (0.05 MI) TO THE STATION ON THE
 AA3697'LEFT JUST PAST THE SECOND WALK THROUGH GATE. STATION IS A PUNCH HOLE
 AA3697'TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE
 AA3697'90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AA3697'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 48.9 M (160.4 FT) NORTHEAST
 AA3697'OF A LIGHT POLE, 37.1 M (121.7 FT) EAST OF A CHAIN LINK FENCE, 10.5 M
 AA3697'(34.4 FT) SOUTH OF THE CENTER OF THE DIRT ROAD, 9.1 M (29.9 FT) WEST
 AA3697'OF A LIGHT POLE, 7.0 M (23.0 FT) WEST-SOUTHWEST OF WEST POST OF THE
 AA3697'WALK THROUGH GATE, 2.7 KM (1.65 MI) SOUTH OF A FIBERGLASS WITNESS POST
 AA3697'IN A CHAIN LINK FENCE. DESCRIBED BY D.G. AUG
 AA3697
 AA3697                          STATION RECOVERY (1999)
 AA3697
 AA3697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AA3697'THE STATION IS LOCATED ABOUT 16.0 KM (9.95 MI) SOUTH-SOUTHWEST OF
 AA3697'RICHFIELD, ABOUT 9.01 KM (5.60 MI) EAST OF THE JUNCTION OF INTERSTATE
 AA3697'HIGHWAY 70 AND COUNTY ROUTE 118, EXIT 26, IN THE CITY OF MONROE ON THE
 AA3697'WEST SIDE OF 300 WEST STREET AND NEAR THE NORTHWEST CORNER OF MONROE
 AA3697'CITY PARK.  OWNERSHIP--CITY OF MONROE.  TO REACH THE STATION FROM THE
 AA3697'JUNCTION OF INTERSTATE HIGHWAY 70 AND COUNTY ROUTE 118, EXIT 26,
 AA3697'LOCATED 17.7 KM (11.00 MI) SOUTHWEST OF RICHFIELD, EAST ON COUNTY
 AA3697'ROUTE 118 FOR 9.01 KM (5.60 MI) TO THE INTERSECTION OF 300 WEST STREET
 AA3697'ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON 300 WEST STREET FOR 0.16 TO
 AA3697'THE JUNCTION OF A DIRT ROAD ON THE RIGHT, LEADING WEST ALONG THE NORTH
 AA3697'SIDE OF MONROE PARK.  TURN RIGHT AND GO WEST ON THE ROAD FOR 0.08 KM
 AA3697'(0.05 MI) TO THE STATION ON THE LEFT.  IT IS 37.1 M (121.7 FT) EAST OF
 AA3697'THE WEST PERIMETER FENCE FOR THE PARK, 9.14 M (29.99 FT) WEST OF A
 AA3697'LARGE LIGHT POLE WITH 5 FLOOD LIGHTS, 7.01 M (23.00 FT) SOUTHWEST OF
 AA3697'THE WEST GATE POST OF AN ENTRANCE GATE IN THE FENCE, 2.89 M (9.48 FT)
 AA3697'SOUTH OF A FIBERGLASS WITNESS POST SET IN THE FENCE LINE AND 2.08 M
 AA3697'(6.82 FT) SOUTH OF THE NORTH PERIMETER FENCE FOR THE PARK.
 AA3697
 AA3697                          STATION RECOVERY (2006)
 AA3697
 AA3697'RECOVERY NOTE BY SUNRISE ENGINEERING 2006 (BLC)
 AA3697'RECOVERED IN GOOD CONDITION.
 AA3697
 AA3697                          STATION RECOVERY (2012)
 AA3697
 AA3697'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 AA3697'RECOVERED WITH FOLLOWING DESCRIPTION CHANGES.
 AA3697'COUNTY ROUTE 118 REFERENCED IN THE RECOVERY NOTES IS ACTUALLY UTAH
 AA3697'STATE HIGHWAY 118. THE DIRT ROAD PROCEEDING WEST FROM 300 WEST STREET
 AA3697'ALONG THE NORTH SIDE OF MONROE CITY PARK IS NOW PAVED WITH ASPHALT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0472 ***********************************************************************
 JO0472  DESIGNATION -  MONROE 2
 JO0472  PID         -  JO0472
 JO0472  STATE/COUNTY-  UT/SEVIER
 JO0472  COUNTRY     -  US
 JO0472  USGS QUAD   -  ANNABELLA (2017)
 JO0472
 JO0472                         *CURRENT SURVEY CONTROL
 JO0472  ______________________________________________________________________
 JO0472* NAD 83(1994) POSITION- 38 37 31.25933(N) 112 00 56.47882(W)   ADJUSTED
 JO0472* NAVD 88 ORTHO HEIGHT -  3420.1   (meters)    11221.    (feet) VERTCON3
 JO0472  ______________________________________________________________________
 JO0472  GEOID HEIGHT    -        -18.153 (meters)                     GEOID18
 JO0472  LAPLACE CORR    -         18.44  (seconds)                    DEFLEC18
 JO0472  HORZ ORDER      -  FIRST
 JO0472
 JO0472.The horizontal coordinates were established by classical geodetic methods
 JO0472.and adjusted by the National Geodetic Survey in November 1997.
 JO0472
 JO0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0472
 JO0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0472.GEOID18 height accuracy estimate available here.
 JO0472
 JO0472.Click photographs - Photos may exist for this station.
 JO0472
 JO0472.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0472
 JO0472. The following values were computed from the NAD 83(1994) position.
 JO0472
 JO0472;                    North         East     Units Scale Factor Converg.
 JO0472;SPC UT C     - 2,032,550.659   455,088.013   MT  1.00011951   -0 19 49.2
 JO0472;SPC UT C     - 6,668,459.95  1,493,067.92   sFT  1.00011951   -0 19 49.2
 JO0472;SPC UT S     - 3,217,518.272   455,090.706   MT  1.00005906   -0 18 57.4
 JO0472;SPC UT S     -10,556,141.20  1,493,076.76   sFT  1.00005906   -0 18 57.4
 JO0472;UTM  12      - 4,275,691.793   411,586.788   MT  0.99969626   -0 38 02.6
 JO0472
 JO0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0472!SPC UT C     -   0.99946651  x   1.00011951  =   0.99958596
 JO0472!SPC UT S     -   0.99946651  x   1.00005906  =   0.99952554
 JO0472!UTM  12      -   0.99946651  x   0.99969626  =   0.99916293
 JO0472
 JO0472:                Primary Azimuth Mark                     Grid Az
 JO0472:SPC UT C     -  MAHUSTON PEAK 12                         188 55 25.2
 JO0472:SPC UT S     -  MAHUSTON PEAK 12                         188 54 33.4
 JO0472:UTM  12      -  MAHUSTON PEAK 12                         189 13 38.6
 JO0472
 JO0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH1158675691(NAD 83)
 JO0472
 JO0472|---------------------------------------------------------------------|
 JO0472| PID    Reference Object                     Distance      Geod. Az  |
 JO0472|                                                           dddmmss.s |
 JO0472| CM5179 MONROE 2 RM SE                       15.676 METERS 05724     |
 JO0472| CM5178 MONROE 2 RM NE                        3.672 METERS 12520     |
 JO0472| JO0490 MAHUSTON PEAK 12                    APPROX.41.7 KM 1883536.0 |
 JO0472|---------------------------------------------------------------------|
 JO0472
 JO0472                          SUPERSEDED SURVEY CONTROL
 JO0472
 JO0472  NAD 83(1986)-  38 37 31.25400(N)    112 00 56.47614(W) AD(       ) 1
 JO0472  NAD 27      -  38 37 31.35700(N)    112 00 53.77300(W) AD(       ) 1
 JO0472  USSD        -  38 37 32.10600(N)    112 00 54.53000(W) AD(       ) 3
 JO0472  NGVD 29 (07/19/86) 3418.5    (m)        11216.     (f) VERT ANG       
 JO0472
 JO0472.Superseded values are not recommended for survey control.
 JO0472
 JO0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0472.See file dsdata.pdf to determine how the superseded data were derived.
 JO0472
 JO0472_MARKER: DS = TRIANGULATION STATION DISK
 JO0472_SETTING: 66 = SET IN ROCK OUTCROP
 JO0472_STAMPING: MONROE 1919
 JO0472_MARK LOGO: CGS
 JO0472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0472+STABILITY: POSITION/ELEVATION WELL
 JO0472
 JO0472  HISTORY     - Date     Condition        Report By
 JO0472  HISTORY     - 1919     MONUMENTED       CGS
 JO0472  HISTORY     - 1934     GOOD             CGS
 JO0472  HISTORY     - 1968     GOOD             USGS
 JO0472  HISTORY     - 1969     GOOD             USGS
 JO0472  HISTORY     - 1971     SEE DESCRIPTION  USGS
 JO0472
 JO0472                          STATION DESCRIPTION
 JO0472
 JO0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0472'ABOUT 14 MILES WEST OF KOOSHAREM, 6 MILES EAST OF MONROE,
 JO0472'ON HIGHEST POINT OF ROCKY LEDGE, AND ON PEAK KNOWN LOCALLY
 JO0472'AS GUNNISON PEAK.  STATION IS ON SAME RIDGE AS STATION MONROE.
 JO0472'TO REACH FROM GRASS VALLEY MERCHANDISE
 JO0472'STORE IN KOOSHAREM, GO WEST 0.2 MILE, TAKE RIGHT FORK (GRADED
 JO0472'ROAD) AND GO 2.1 MILES, FOLLOW LEFT FORK 100 YARDS, THENCE
 JO0472'LEFT AGAIN AND CONTINUE ON MAIN-TRAVELED ROAD, TAKE RIGHT FORK
 JO0472'AND GO 0.5 MILE TO PASTURE OF RANGER STATION, GO THROUGH GATE
 JO0472'AND CONTINUE ACROSS PASTURE TO ANOTHER GATE, PASS THROUGH
 JO0472'GATE AND GO ABOUT 1 MILE TO GATE, TURN SHARPLY TO RIGHT JUST
 JO0472'AFTER PASSING THROUGH GATE AND FOLLOW ROAD TO CABIN AND OLD
 JO0472'MILL SITE.  IF GROUND IS DRY, PROCEED WEST ACROSS
 JO0472'CLEARING TO ANOTHER CLEARING, FOLLOW CLEARING 0.4 MILE
 JO0472'TO GATE, PASS THROUGH GATE AND TURN LEFT FOLLOWING
 JO0472'ALONG FENCE TO CREEK, GO UP CREEK TO END OF ROAD, FOLLOW
 JO0472'OLD TRAIL NORTH TO SUMMIT OF RIDGE, AND THEN PROCEED NORTH
 JO0472'AND WEST ALONG RIDGE TO HIGHEST POINT AND STATION.  MARKED BY
 JO0472'STANDARD STATION DISK IN CONCRETE.  REFERENCE
 JO0472'MARKS ARE PROBABLY STANDARD REFERENCE DISKS IN
 JO0472'CONCRETE.  NO. 1 IS 3.672 METERS (12.05 FEET).
 JO0472'NO. 2 IS 14.678 METERS (48.16 FEET) FROM
 JO0472'STATION.
 JO0472
 JO0472                          STATION RECOVERY (1968)
 JO0472
 JO0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (ELS)
 JO0472'NOTE BY E.L.S., 1968--STATION MARK WAS FOUND AS DESCRIBED
 JO0472'EXCEPT THAT IT IS STAMPED MONROE 1919 AND NOT MONROE 2 1919.
 JO0472'
 JO0472'BOTH REFERENCE MARKS ARE STANDARD USC AND GS BRONZE DISKS,
 JO0472'UNSTAMPED.
 JO0472'
 JO0472'LOCATED ABOUT 5.75 MI. (AIRLINE) ESE. OF MONROE.  ABOUT 9.8
 JO0472'MI. SSW. OF GLENWOOD AND ABOUT 10.6 MI. NW. OF KOOSHAREM
 JO0472'ON THE HIGHEST POINT OF PEAK KNOWN LOCALLY AS SIGNAL PEAK.
 JO0472'(NOTE THIS PEAK IS REFERRED TO AS GUNNISON PEAK IN THE 1919
 JO0472'AND 1934 DESCRIPTION).
 JO0472'
 JO0472'TO REACH FROM THE POST OFFICE IN GLENWOOD, UTAH, DRIVE E. FOR
 JO0472'ONE HALF BLOCK TO THE FIRST INTERSECTION.  CONTINUE E. ON
 JO0472'BLACKTOPPED RD. FOR 0.75 MI. TO 3-WAY RD. FORK NEAR GLENWOOD
 JO0472'FISH HATCHERY.  TAKE THE MIDDLE FORK AND FOLLOW THE MAIN-TRAVELED
 JO0472'DIRT RD. FOR 3 MI. TO Y-RD. FORK.  TAKE THE LEFT FORK
 JO0472'AND FOLLOW MAIN-TRAVELED DIRT RD. FOR 8.35 MI. TO HUNTERS
 JO0472'FLAT.  CONTINUE STRAIGHT AHEAD FOR 2.6 MI. TO BIG LAKE.
 JO0472'KEEP TO THE MAIN RD. PASSING S. OF BIG LAKE FOR 0.75 MI. TO
 JO0472'Y-RD. FORK.  TAKE THE LEFT FORK AND GO 0.75 MI. TO T-RD. ON
 JO0472'RIGHT.  TURN RIGHT UPHILL FOR 2.95 MI. TO ROUNDING TURN IN
 JO0472'RD.  AND END OF TRUCK TRAVEL.  PROCEED WESTERLY UP RIDGE
 JO0472'KEEPING N. OF PERENNIAL DRAIN TO THE TOP OF THE MAIN N.-S.
 JO0472'RIDGE (45-MINUTE PACK TO THIS POINT AND STATION IS
 JO0472'VISIBLE TO THE NW.).  GO NORTHWESTERLY ACROSS BROAD SADDLE
 JO0472'TO THE FIRST HIGH TOP AND STATION, AN ADDITIONAL 20-MINUTE
 JO0472'PACK.
 JO0472
 JO0472                          STATION RECOVERY (1969)
 JO0472
 JO0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JO0472'INSTRUMENT STAND 4.9 FT ABOVE STATION MARK.
 JO0472'
 JO0472'ALL MARKS IN GOOD CONDITION.
 JO0472'
 JO0472'REACHED BY HELICOPTER.
 JO0472
 JO0472                          STATION RECOVERY (1971)
 JO0472
 JO0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JO0472'INSTRUMENT STAND 4.5 FT ABOVE STATION MARK.
 JO0472'
 JO0472'LOCATED ABOUT 14 MI (AIRLINE) NE. OF SEVIER, UTAH.  ABOUT 11
 JO0472'MI SE. OF RICHFIELD.  ABOUT 6 MI E. OF MONROE.  ON A LARGE
 JO0472'BARE TOP.
 JO0472'
 JO0472'REACHED BY HELICOPTER IN 1971.
 JO0472'
 JO0472'STATION MARK--A STANDARD USC AND GS TABLET STAMPED MONROE
 JO0472'1919 CEMENTED IN DRILL HOLE IN SOLID ROCK.
 JO0472'
 JO0472'REFERENCE MARK NO. NE--A STANDARD C AND GS TABLET, NOT STAMPED
 JO0472'SET IN SOLID ROCK.
 JO0472'
 JO0472'REFERENCE MARK NO. E.--A STANDARD C AND GS TABLET, NOT
 JO0472'STAMPED SET IN SOLID ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0474 ***********************************************************************
 JO0474  DESIGNATION -  MONROE PEAK 13
 JO0474  PID         -  JO0474
 JO0474  STATE/COUNTY-  UT/SEVIER
 JO0474  COUNTRY     -  US
 JO0474  USGS QUAD   -  MONROE PEAK (2017)
 JO0474
 JO0474                         *CURRENT SURVEY CONTROL
 JO0474  ______________________________________________________________________
 JO0474* NAD 83(1994) POSITION- 38 32 09.90314(N) 112 04 24.32058(W)   ADJUSTED
 JO0474* NAVD 88 ORTHO HEIGHT -  3423.6   (meters)    11232.    (feet) VERTCON3
 JO0474  ______________________________________________________________________
 JO0474  GEOID HEIGHT    -        -18.326 (meters)                     GEOID18
 JO0474  LAPLACE CORR    -         14.73  (seconds)                    DEFLEC18
 JO0474  HORZ ORDER      -  SECOND
 JO0474
 JO0474.The horizontal coordinates were established by classical geodetic methods
 JO0474.and adjusted by the National Geodetic Survey in November 1997.
 JO0474
 JO0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0474
 JO0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0474.GEOID18 height accuracy estimate available here.
 JO0474
 JO0474.Click photographs - Photos may exist for this station.
 JO0474
 JO0474.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0474
 JO0474. The following values were computed from the NAD 83(1994) position.
 JO0474
 JO0474;                    North         East     Units Scale Factor Converg.
 JO0474;SPC UT C     - 2,022,670.974   449,996.429   MT  1.00015318   -0 22 02.4
 JO0474;SPC UT C     - 6,636,046.35  1,476,363.28   sFT  1.00015318   -0 22 02.4
 JO0474;SPC UT S     - 3,207,638.109   450,002.190   MT  1.00003737   -0 21 04.8
 JO0474;SPC UT S     -10,523,726.03  1,476,382.19   sFT  1.00003737   -0 21 04.8
 JO0474;UTM  12      - 4,265,843.415   406,445.329   MT  0.99970778   -0 40 07.7
 JO0474
 JO0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0474!SPC UT C     -   0.99946598  x   1.00015318  =   0.99961908
 JO0474!SPC UT S     -   0.99946598  x   1.00003737  =   0.99950333
 JO0474!UTM  12      -   0.99946598  x   0.99970778  =   0.99917392
 JO0474
 JO0474:                Primary Azimuth Mark                     Grid Az
 JO0474:SPC UT C     -  MARYS NIPPLE                             299 25 46.3
 JO0474:SPC UT S     -  MARYS NIPPLE                             299 24 48.7
 JO0474:UTM  12      -  MARYS NIPPLE                             299 43 51.6
 JO0474
 JO0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH0644565843(NAD 83)
 JO0474
 JO0474|---------------------------------------------------------------------|
 JO0474| PID    Reference Object                     Distance      Geod. Az  |
 JO0474|                                                           dddmmss.s |
 JO0474| CM5184 MONROE PEAK 13 RM 5                   4.813 METERS 05953     |
 JO0474| CM5180 MONROE PEAK 13 RM 1                   5.130 METERS 10529     |
 JO0474| CM5628 MONROE PEAK 13 RM 6                   9.734 METERS 14131     |
 JO0474| CM5181 MONROE PEAK 13 RM 2                   2.300 METERS 20029     |
 JO0474| JO0480 MARYS NIPPLE                        APPROX.33.6 KM 2990343.9 |
 JO0474| CM5182 MONROE PEAK 13 RM 3                   6.720 METERS 30252     |
 JO0474| CM5183 MONROE PEAK 13 RM 4                   3.921 METERS 30406     |
 JO0474| JO0470 ELSINORE SUGAR FACT W GAB FP        APPROX.16.6 KM 3444612.8 |
 JO0474|---------------------------------------------------------------------|
 JO0474
 JO0474                          SUPERSEDED SURVEY CONTROL
 JO0474
 JO0474  NAD 83(1986)-  38 32 09.89773(N)    112 04 24.31845(W) AD(       ) 2
 JO0474  NAD 27      -  38 32 09.97600(N)    112 04 21.62700(W) AD(       ) 2
 JO0474  USSD        -  38 32 10.73900(N)    112 04 22.38600(W) AD(       ) 3
 JO0474  NGVD 29 (07/19/86) 3422.0    (m)        11227.     (f) VERT ANG       
 JO0474
 JO0474.Superseded values are not recommended for survey control.
 JO0474
 JO0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0474.See file dsdata.pdf to determine how the superseded data were derived.
 JO0474
 JO0474_MARKER: B = BOLT
 JO0474_SETTING: 66 = SET IN ROCK OUTCROP
 JO0474
 JO0474  HISTORY     - Date     Condition        Report By
 JO0474  HISTORY     - 1919     MONUMENTED       USFS
 JO0474  HISTORY     - 1969     GOOD             USGS
 JO0474  HISTORY     - 1971     GOOD             USGS
 JO0474
 JO0474                          STATION DESCRIPTION
 JO0474
 JO0474'DESCRIBED BY US FOREST SERVICE 1919 (GDC)
 JO0474'ABOUT 6 MILES SOUTH AND 2 MILES EAST OF MONROE, ON A VERY
 JO0474'HIGH PROMINENT PEAK.  A WAGON ROAD TO A SAWMILL GOES
 JO0474'UP THE WEST SIDE OF THE PEAK AND PASSES ABOUT 1/4 MILE SOUTH
 JO0474'OF THE STATION.  STATION IS MARKED BY A BOLT CEMENTED IN THE
 JO0474'ROCK AND SURMOUNTED BY A POLE SIGNAL WITH A CAIRN AROUND
 JO0474'THE BASE.  THE FOLLOWING REFERENCES ARE GIVEN--BOLT IN ROCK,
 JO0474'4.99 METERS (16.83 FEET) DISTANT.
 JO0474'NAIL IN ROCK, 2.292 METERS (7.54 FEET) DISTANT.
 JO0474'BOLT IN ROCK, 6.03 METERS (22.08 FEET)
 JO0474'DISTANT.  AND CROSS WITHIN A
 JO0474'CIRCLE IN ROCK, 3.93 METERS (12.89 FEET) DISTANT.
 JO0474
 JO0474                          STATION RECOVERY (1969)
 JO0474
 JO0474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JO0474'ALL STATIONS VISIBLE FROM GROUND.
 JO0474'
 JO0474'REACHED BY HELICOPTER, LANDING APPROXIMATELY 50 YDS. SE. OF
 JO0474'STATION IN OPEN LEVEL AREA.
 JO0474'
 JO0474'NOTE BY L.P.S., 1969--ROAD FROM END OF TRUCK TRAVEL TO STATION
 JO0474'IS UNDER CONSTRUCTION.
 JO0474'
 JO0474'STATION MARK AND REFERENCE MARKS FOUND AS DESCRIBED BY USGS,
 JO0474'1968.
 JO0474
 JO0474                          STATION RECOVERY (1971)
 JO0474
 JO0474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JO0474'INSTRUMENT STAND 5.3 FT ABOVE STATION MARK.
 JO0474'
 JO0474'A BLM RADIO FACILITY HAS BEEN CONSTRUCTED NE. OF STATION.
 JO0474'IT IS NOW POSSIBLE TO DRIVE WITHIN 100 FT OF STATION.  AREA
 JO0474'IS OPEN AND HELICOPTER CAN LAND WITHIN 100 FT OF STATION.
 JO0474'REFERENCE MARK CHANGES LISTED BELOW.
 JO0474'
 JO0474'REACHED BY HELICOPTER.
 JO0474'
 JO0474'STATION MARK--A 1/2-INCH BOLT WITH A CROSS STAMPED IN CENTER,
 JO0474'CEMENTED INTO DRILL HOLE IN A LARGE ROCK.
 JO0474'
 JO0474'REFERENCE MARK NO. 1--A DRILL HOLE IN ROCK.
 JO0474'
 JO0474'REFERENCE MARK NO. 2--A NAIL CEMENTED IN A DRILL HOLE IN A ROCK.
 JO0474'
 JO0474'REFERENCE MARK NO. 3--A DRILL HOLE IN ROCK.
 JO0474'
 JO0474'REFERENCE MARK NO. 4--A CHISELED CROSS IN THE TOP OF A LARGE ROCK.
 JO0474'
 JO0474'REFERENCE MARK NO. 5--A STANDARD USGS REFERENCE MARK TABLET
 JO0474'STAMPED MONROE PEAK R.M. 5 1919 1967 CEMENTED IN ROCK.
 JO0474'
 JO0474'REFERENCE MARK NO. 6--A STANDARD USGS REFERENCE MARK TABLET
 JO0474'STAMPED MONROE PEAK R.M. 6 1919 1967 CEMENTED IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0695 ***********************************************************************
 MR0695  CBN         -  This is a Cooperative Base Network Control Station.
 MR0695  DESIGNATION -  MONTE
 MR0695  PID         -  MR0695
 MR0695  STATE/COUNTY-  UT/CACHE
 MR0695  COUNTRY     -  US
 MR0695  USGS QUAD   -  MONTE CRISTO PEAK (2017)
 MR0695
 MR0695                         *CURRENT SURVEY CONTROL
 MR0695  ______________________________________________________________________
 MR0695* NAD 83(2011) POSITION- 41 25 18.78182(N) 111 31 02.83555(W)   ADJUSTED
 MR0695* NAD 83(2011) ELLIP HT-  2774.870 (meters)        (06/27/12)   ADJUSTED
 MR0695* NAD 83(2011) EPOCH   -  2010.00
 MR0695* NAVD 88 ORTHO HEIGHT -  2789.9   (meters)     9153.    (feet) GPS OBS
 MR0695  ______________________________________________________________________
 MR0695  NAVD 88 orthometric height was determined with geoid model    GEOID93
 MR0695  GEOID HEIGHT    -         -14.76 (meters)                     GEOID93
 MR0695  GEOID HEIGHT    -        -14.928 (meters)                     GEOID18
 MR0695  NAD 83(2011) X  - -1,757,559.834 (meters)                     COMP
 MR0695  NAD 83(2011) Y  - -4,457,842.633 (meters)                     COMP
 MR0695  NAD 83(2011) Z  -  4,199,506.399 (meters)                     COMP
 MR0695  LAPLACE CORR    -          7.63  (seconds)                    DEFLEC18
 MR0695
 MR0695  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MR0695  Standards:
 MR0695         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MR0695            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MR0695  -------------------------------------------------------------------
 MR0695  NETWORK    1.18   2.23           0.52   0.44   1.14     -0.00636135
 MR0695  -------------------------------------------------------------------
 MR0695  Click here for local accuracies and other accuracy information.
 MR0695
 MR0695.The horizontal coordinates were established by GPS observations
 MR0695.and adjusted by the National Geodetic Survey in June 2012.
 MR0695
 MR0695.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MR0695.been affixed to the stable North American tectonic plate. See 
 MR0695.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MR0695
 MR0695.The horizontal coordinates are valid at the epoch date displayed above
 MR0695.which is a decimal equivalence of Year/Month/Day.
 MR0695
 MR0695.The orthometric height was determined by GPS observations and a
 MR0695.high-resolution geoid model.
 MR0695
 MR0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0695.GEOID18 height accuracy estimate available here.
 MR0695
 MR0695.Click photographs - Photos may exist for this station.
 MR0695
 MR0695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MR0695
 MR0695.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0695
 MR0695.The ellipsoidal height was determined by GPS observations
 MR0695.and is referenced to NAD 83.
 MR0695
 MR0695. The following values were computed from the NAD 83(2011) position.
 MR0695
 MR0695;                    North         East     Units Scale Factor Converg.
 MR0695;SPC UT N     - 1,120,884.497   498,540.938   MT  0.99996129   -0 00 41.4
 MR0695;SPC UT N     - 3,677,435.22  1,635,629.73   sFT  0.99996129   -0 00 41.4
 MR0695;UTM  12      - 4,585,721.074   456,759.897   MT  0.99962301   -0 20 32.5
 MR0695
 MR0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0695!SPC UT N     -   0.99956494  x   0.99996129  =   0.99952625
 MR0695!UTM  12      -   0.99956494  x   0.99962301  =   0.99918812
 MR0695
 MR0695:                Primary Azimuth Mark                     Grid Az
 MR0695:SPC UT N     -  MONTE AZ MK                              022 28 32.4
 MR0695:UTM  12      -  MONTE AZ MK                              022 48 23.5
 MR0695
 MR0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL5675985721(NAD 83)
 MR0695
 MR0695|---------------------------------------------------------------------|
 MR0695| PID    Reference Object                     Distance      Geod. Az  |
 MR0695|                                                           dddmmss.s |
 MR0695| AE9167 MONTE AZ MK                                        0222751.0 |
 MR0695| AE9166 MONTE RM 1                            8.595 METERS 06733     |
 MR0695| MR0813 KNIGHT LANDING FIELD AIR BCN 6      APPROX.62.8 KM 1211626.3 |
 MR0695| MR0679 AIR BEACON 54                       APPROX.61.2 KM 1353849.0 |
 MR0695| CM5629 MONTE RM 2                            6.571 METERS 33022     |
 MR0695|---------------------------------------------------------------------|
 MR0695
 MR0695                          SUPERSEDED SURVEY CONTROL
 MR0695
 MR0695  NAD 83(2007)-  41 25 18.78149(N)    111 31 02.83653(W) AD(2002.00) 0
 MR0695  ELLIP H (02/10/07) 2774.892  (m)                       GP(2002.00)    
 MR0695  ELLIP H (11/14/01) 2774.908  (m)                       GP(       ) 4 2
 MR0695  NAD 83(1994)-  41 25 18.78060(N)    111 31 02.83527(W) AD(       ) B
 MR0695  ELLIP H (04/21/95) 2774.970  (m)                       GP(       ) 4 1
 MR0695  NAD 83(1986)-  41 25 18.76983(N)    111 31 02.82839(W) AD(       ) 1
 MR0695  NAD 27      -  41 25 18.98500(N)    111 31 00.08920(W) AD(       ) 1
 MR0695
 MR0695.Superseded values are not recommended for survey control.
 MR0695
 MR0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0695.See file dsdata.pdf to determine how the superseded data were derived.
 MR0695
 MR0695_MARKER: DS = TRIANGULATION STATION DISK
 MR0695_SETTING: 80 = SET IN A BOULDER
 MR0695_STAMPING: MONTE 1938
 MR0695_MARK LOGO: CGS
 MR0695_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MR0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0695+STABILITY: SURFACE MOTION
 MR0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0695+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1993
 MR0695
 MR0695  HISTORY     - Date     Condition        Report By
 MR0695  HISTORY     - 1938     MONUMENTED       CGS
 MR0695  HISTORY     - 1962     GOOD             CGS
 MR0695  HISTORY     - 1963     GOOD             CGS
 MR0695  HISTORY     - 1966     GOOD             USGS
 MR0695  HISTORY     - 19850615 GOOD             NGS
 MR0695  HISTORY     - 19930930 GOOD             NGS
 MR0695
 MR0695                          STATION DESCRIPTION
 MR0695
 MR0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 MR0695'STATION IS IN THE NORTHEASTERN PART OF UTAH ON THE WEBER-CACHE
 MR0695'COUNTY LINE ON LANDS OF THE CACHE NATIONAL FOREST ON THE ROUNDED
 MR0695'SAGE-COVERED TOP OF MONTE CRISTO PEAK, WHICH IS THE HIGHEST
 MR0695'MOUNTAIN IN THE VICINITY.  THERE ARE A FEW SMALL ASPEN TREES
 MR0695'AND A FEW SMALL FIR TREES ON THE NORTH SIDE OF THIS MOUNTAIN.
 MR0695'
 MR0695'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 MR0695'BOULDERS.  AZIMUTH MARK IS A
 MR0695'STANDARD BRONZE DISK SET IN CONCRETE.
 MR0695'
 MR0695'IT IS ABOUT 27 MILES AIRLINE NORTHEAST OF OGDEN AND ABOUT
 MR0695'19-1/2 MILES AIRLINE WEST-SOUTHWEST OF WOODRUFF.
 MR0695'
 MR0695'REACHED FROM THE INTERSECTION OF WASHINGTON BLVD. AND 24TH
 MR0695'STREET IN OGDEN BY GOING EAST ON 24TH STREET, STATE HIGHWAY
 MR0695'39, FOR 1.1 MILES TO HARRISON BLVD.  THENCE LEFT AND GO NORTH
 MR0695'AND EAST ON STATE HIGHWAY 39, PAVED, LEADING UP OGDEN RIVER
 MR0695'CANYON FOR 7.0 MILES TO THE PINE VIEW RESERVOIR AND DAM AND
 MR0695'A ROAD FORK TO THE LEFT.  THENCE CONTINUE STRAIGHT AHEAD ON
 MR0695'RIGHT FORK, PAVED, FOR 4.4 MILES TO A FORK AT THE NORTHWEST
 MR0695'SIDE OF HUNTSVILLE.  THENCE RIGHT ON THE MONTE CRISTO ROAD AND
 MR0695'GO EAST AND NORTHEAST ON OILED AND GRAVELED ROAD 23.2 MILES
 MR0695'TO A FORK AND A SIGN READING--DRY BREAD POND.  THENCE
 MR0695'CONTINUE ON RIGHT, GRADED DIRT MAIN TRAVELED ROAD, UP HILL
 MR0695'NORTHEASTERLY FOR 2.75 MILES TO TRAIL ROAD TO RIGHT AND A SIGN
 MR0695'READING--HANSEN SAWMILL.  THENCE LEAVE GRADED DIRT ROAD AND
 MR0695'TURN RIGHT, EAST, ON TRAIL ROAD AND GO ABOUT 50 YARDS, THEN
 MR0695'LEAVE THAT ROAD AND TURN LEFT, NORTH, AND PICK UP DIM
 MR0695'TRAIL ROAD LEADING NORTHEAST UP RIGHT SIDE OF HILL AND
 MR0695'FOLLOW IT ABOUT 0.3 MILE TO WHERE IT STARTS TO DESCEND.
 MR0695'THENCE TURN LEFT, CROSS COUNTRY, AND GO NORTHWEST ABOUT 0.1
 MR0695'MILE TO TOP OF HILL AND STATION.  THERE IS A TALL POLE IN A
 MR0695'SMALL ROCK CAIRN JUST A FEW FEET SOUTH OF THE MARK.
 MR0695'
 MR0695'THE AZIMUTH MARK IS 2.3 MILES BY ROAD FROM THE INTERSECTION
 MR0695'OF THE SAWMILL TRAIL AND MONTE CRISTO ROAD, ON THE RIGHT SIDE
 MR0695'OF ROAD 10 PACES FROM THE CENTER LINE AND ABOUT THE CENTER OF A
 MR0695'LONG CURVE TO THE EAST.
 MR0695'
 MR0695'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 MR0695
 MR0695                          STATION RECOVERY (1962)
 MR0695
 MR0695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0695'THE STATION MARK, REFERENCE MARK 1, 2 AND AZIMUTH MARK WERE
 MR0695'RECOVERED IN GOOD CONDITION.  THE OLD TO REACH WAS NOT CHECKED.
 MR0695'A COMPLETE DESCRIPTION FOLLOWS.
 MR0695'
 MR0695'STATION IS IN THE NORTHEASTERN PART OF UTAH ON THE WEBER-CACHE
 MR0695'COUNTY LINE IN THE CACHE NATIONAL FOREST.  IT IS ABOUT 20 MILES
 MR0695'WEST-SOUTHWEST OF WOODRUFF, 25 MILES SOUTHWEST OF RANDOLPH AND
 MR0695'30 MILES NORTHWEST OF EVANSTON ON THE ROUNDED TOP OF MONTE
 MR0695'CRISTO PEAK, WHICH IS THE HIGHEST PEAK IN THE VICINITY.  THE
 MR0695'TOP IS COVERED WITH SAGE-BRUSH AND THERE ARE SCATTERED FIR
 MR0695'AND ASPEN TREES ON THE NORTH SIDE.
 MR0695'
 MR0695'TO REACH THE STATION FROM THE POST OFFICE IN WOODRUFF GO SOUTH
 MR0695'ON STATE HIGHWAY 3 FOR 0.15 MILE TO THE JUNCTION OF STATE HIGHWAY
 MR0695'39.  TURN RIGHT ON STATE HIGHWAY 39 AND GO WESTERLY FOR 12.05
 MR0695'MILES TO THE END OF THE PAVEMENT.  CONTINUE WESTERLY ON
 MR0695'GRAVEL ROAD, WHICH IS UNDER CONSTRUCTION AT THIS TIME, FOR
 MR0695'7.2 MILES TO A SIDE ROAD RIGHT AND A TRIANGLE PLOT OF GROUND
 MR0695'ON THE RIGHT FORMED BY THE ROADS, WITH A LARGE TREE IN IT AND
 MR0695'A SIGN CURTIS R.S. 19, OLD CANYON ROAD 17.  CONTINUE WESTERLY
 MR0695'ON THE MAIN ROAD FOR 1.15 MILES TO THE MONTE CRISTO GUARD
 MR0695'STATION AND CAMP GROUNDS.  CONTINUE AHEAD ON THE MAIN ROAD
 MR0695'FOR 1.7 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 MR0695'AHEAD ON THE MAIN ROAD FOR 1.4 MILES TO A FORK AND SIGN MONTE
 MR0695'CRISTO PEAK 1/2 MILE ELEV. 9188.  TAKE THE LEFT FORK
 MR0695'AND GO 0.6 MILE TO THE TOP OF THE HILL AND STATION.
 MR0695'
 MR0695'STATION MARK IS A STANDARD DISK, STAMPED MONTE 1938, CEMENTED
 MR0695'IN THE TOP OF A 1 FOOT BY 2 FOOT BOULDER PROJECTING 5 INCHES.
 MR0695'IT IS 6 FEET SOUTH OF A WITNESS POST AND 21 FEET NORTH OF THE
 MR0695'CENTERLINE OF A TRACK ROAD.
 MR0695'
 MR0695'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MONTE NO 1 1938,
 MR0695'CEMENTED IN A DRILL HOLE IN A 2-1/2 FOOT BY 3 FOOT BOULDER
 MR0695'PROJECTING 1 FOOT.  IT IS 23 FEET NORTHEAST OF THE WITNESS
 MR0695'POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 MR0695'
 MR0695'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MONTE NO 2 1938,
 MR0695'CEMENTED IN A DRILL HOLE IN A 1 FOOT BY 1 FOOT BOULDER PROJECTING
 MR0695'4 INCHES.  IT IS 16.6 FEET NORTHWEST OF THE WITNESS POST AND
 MR0695'ABOUT THE SAME ELEVATION AS THE STATION.
 MR0695'
 MR0695'AZIMUTH MARK IS A STANDARD DISK, STAMPED MONTE 1938, SET IN THE
 MR0695'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT
 MR0695'IS 2 FEET SOUTH OF A WITNESS POST, 30 FEET EAST OF AND ABOUT
 MR0695'2 FEET HIGHER THAN THE CENTERLINE OF THE ROAD AND 100 FEET
 MR0695'SOUTH OF A LINE OF TIMBER.
 MR0695
 MR0695                          STATION RECOVERY (1963)
 MR0695
 MR0695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MR0695'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 MR0695'WERE RECOVERED AS DESCRIBED BY JOHN C. CHILDS IN 1962.
 MR0695
 MR0695                          STATION RECOVERY (1966)
 MR0695
 MR0695'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MR0695'RECOVERED IN GOOD CONDITION.
 MR0695
 MR0695                          STATION RECOVERY (1985)
 MR0695
 MR0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 MR0695'SET INTO THE TOP OF A BOULDER OF 0.6 METERS (2.0 FT) 2 FT (0.6 M)
 MR0695'LARGEST DIMENSION.  THE STATION MARK, REFERENCE MARK 1, AND THE
 MR0695'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 2 HAS BEEN
 MR0695'REPORTED OUT OF ITS HOLE AND WAS FOUND LOOSE IN ITS HOLE AT THIS TIME.
 MR0695'IT WAS DESTROYED AND REFERENCE MARK 3 WAS SET.  DISTANCES AND ANGLES
 MR0695'AGREE WITH THE 1938 AND 1962 DATA.  A NEW DESCRIPTION IS GIVEN.  THE
 MR0695'STATION IS LOCATED ABOUT 30 MILES (48.3 KM) NORTHWEST OF EVANSTON,
 MR0695'WYOMING, 25 MILES (40.2 KM) SOUTHWEST OF RANDOLPH, AND 20 MILES (32.2
 MR0695'KM) WEST-SOUTHWEST OF WOODRUFF, ON THE ROUNDED TOP OF MONTE CRISTO
 MR0695'PEAK, WHICH IS THE HIGHEST PEAK IN THE AREA.  IT IS ON THE
 MR0695'WEBSTER-CACHE COUNTY LINE IN CACHE NATIONAL FOREST AND IN THE
 MR0695'NORTHEAST 1/4 OF SECTION 20 T 8 N, R 4 E.  OWNERSHIP US FOREST
 MR0695'SERVICE, US DEPT OF AGRICULTURE, ENGINEERING 324 25TH STREET, OGDEN,
 MR0695'UTAH 84401.  TO REACH THE STATION FROM THE
 MR0695'INTERSECTION OF UTAH STATE HIGHWAY 39 AND 166 IN THE NORTHEAST CORNER
 MR0695'OF HUNTSVILLE, UTAH, GO NORTHEASTERLY ON STATE HIGHWAY 39 FOR 38.0 KM
 MR0695'(23.60 MI) TO THE COUNTY LINE SIGN, CONTINUE AHEAD FOR 0.2 KM (0.10
 MR0695'MI) TO A SIDE ROAD RIGHT, THE WASATCH RIDGE ROAD, CONTINUE
 MR0695'AHEAD FOR 1.5 KM (0.95 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT, UPHILL
 MR0695'ON A DIRT ROAD FOR 0.3 KM (0.20 MI) TO A REVERSE FORK. CONTINUE AHEAD,
 MR0695'SOUTH, FOR 1.0 KM (0.60 MI) TO THE TOP OF MONTE CRISTO PEAK AND THE
 MR0695'STATION.  THE STATION IS A STANDARD CGS DISK, STAMPED MONTE 1938.  THE
 MR0695'BOULDER IS A QUARTZITE AND PROJECTS 10 CM (4-IN) ABOVE THE GROUND.
 MR0695'THE STATION IS LOCATED 13.7 METERS (44.9 FT) NORTHEAST FROM A SIGN
 MR0695'POST MONTE CRISTO PEAK ELEV 9148. 6.7 METERS (22.0 FT) NORTH FROM THE
 MR0695'CENTER OF A TURNAROUND ROAD.  1.5 METERS (4.9 FT) NORTH FROM A WITNESS
 MR0695'POST.
 MR0695'
 MR0695'REFERENCE MARK NO 3
 MR0695'THE STATION IS A REFERENCE MARK DISK.  SET IN A BOULDER OF 0.9 METERS
 MR0695'(3.0 FT) 3 FT (0.9 M) LARGEST DIMENSION.  REFERENCE MARK NO 3 IS A
 MR0695'STANDARD NGS DISK, STAMPED MONTE 1938 NO 3 1985.  THE BOULDER IS OF
 MR0695'QUARTZITE AND PROJECTS 25 CM (10-IN) ABOVE THE GROUND.  THE STATION IS
 MR0695'LOCATED 16.8 METERS (55.1 FT) NORTH FROM A SIGN MONTE CRISTO PEAK ELEV
 MR0695'9148.  13.7 METERS (44.9 FT) NORTH-NORTHWEST FROM THE CENTER OF THE
 MR0695'TURNAROUND ROAD.  11.9 METERS (39.0 FT) NORTHWEST FROM A WITNESS POST.
 MR0695'AND 1.2 METERS (3.9 FT) 4 FT (1.2 M) BELOW THE STATION.
 MR0695'
 MR0695'REFERENCE MARK NO 1
 MR0695'THE STATION IS A REFERENCE MARK DISK.  SET IN A BOULDER OF 1.1 METERS
 MR0695'(3.6 FT) 3.5 FT (1.1 M) LARGEST DIMENSION.  REFERENCE MARK NO 1 IS A
 MR0695'STANDARD CGS DISK, STAMPED MONTE NO 1 1938.  THE BOULDER IS A
 MR0695'QUARTZITE AND PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND.  THE STATION
 MR0695'IS LOCATED 22.3 METERS (73.2 FT) NORTHEAST FROM A SIGN POST MONTE
 MR0695'CRISTO PEAK ELE 9148.  13.7 METERS (44.9 FT) NORTH FROM THE CENTER OF
 MR0695'THE TURNAROUND ROAD.  9.8 METERS (32.2 FT) NORTH FROM A WITNESS POST.
 MR0695'AND LEVEL WITH THE STATION.
 MR0695'
 MR0695'AZIMUTH NO 1
 MR0695'THE STATION IS AN AZIMTH MARK DISK.  SET INTO THE TOP OF A SQUARE
 MR0695'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER.  FLUSH WITH GROUND.
 MR0695'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK, STAMPED MONTE 1938.  THE
 MR0695'STATION IS LOCATED 35.1 METERS (115.2 FT) EAST FROM THE CENTERLINE OF
 MR0695'STATE HIGHWAY 39.  0.9 METERS (3.0 FT) EAST FROM A WITNESS POST.  0.6
 MR0695'METERS (2.0 FT) SOUTHEAST FROM A METAL FENCE POST.  TO REACH THE
 MR0695'AZIMUTH MARK FROM THE STATION MARK, GO NORTH, DOWNHILL FOR 1.0 KM
 MR0695'(0.60 MI) TO A Y-INTERSECTION.  TAKE THE LEFT FORK, DOWNHILL FOR 0.3
 MR0695'KM (0.20 MI) TO HIGHWAY 39.  TURN RIGHT, NORTH, ON HIGHWAY 39 FT (11.9
 MR0695'M) 1.4 KM (0.85 MI) TO A SIDE ROAD RIGHT AND SIGN DAIRY RIDGE-EL 1
 MR0695'RIDGE.  CONNTINUE AHEAD, NORTHERLY, FOR 0.9 KM (0.55 MI) TO THE
 MR0695'AZIMUTH MARK ON THE RIGHT.
 MR0695
 MR0695                          STATION RECOVERY (1993)
 MR0695
 MR0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 MR0695'NOTE--HIGHWAY IS CLOSED DURING THE WINTER.  TRACK ROAD TO STATION HAS
 MR0695'BEEN CLOSED FOR VEGETATION REGENERATION.  DO NOT DRIVE TO STATION
 MR0695'WITHOUT EXPRESS PERMISSION OF THE US FOREST SERVICE. STATION IS
 MR0695'LOCATED ABOUT 50 KM (31.05 MI) NORTHEAST OF OGDEN, 38 KM (23.60 MI)
 MR0695'WEST OF THE UTAH-WYOMING STATE LINE, NEAR THE WEBER-CACHE-RICH
 MR0695'COUNTIES JUNCTION CORNER, 0.3 KM (0.20 MI) SOUTHEAST OF STATE HIGHWAY
 MR0695'39, ON MONTE CHRISTO PEAK, IN THE WASATCH NATIONAL FOREST.
 MR0695'OWNERSHIP--US DEPARTMENT OF AGRICULTURE. TO REACH FROM THE UNDERPASS
 MR0695'AT THE JUNCTION OF INTERSTATE HIGHWAYS 15, 84 AND STATE HIGHWAY 39
 MR0695'(EXIT 347) ON THE WEST SIDE OF OGDEN, GO EAST ON HIGHWAY 39 (12TH
 MR0695'STREET) FOR 3.89 KM (2.40 MI) TO ITS JUNCTION WITH US HIGHWAY 89.
 MR0695'CONTINUE EAST ON HIGHWAY 39 FOR 18.72 KM (11.65 MI) TO A CROSSROAD ON
 MR0695'THE EAST SIDE OF HUNTSVILLE.  TURN RIGHT, EAST, ON HIGHWAY 39 FOR
 MR0695'28.22 KM (17.55 MI) TO A HIGHWAY GATE (CLOSED PAST THIS POINT IN
 MR0695'WINTER).  CONTINUE AHEAD FOR 10.84 KM (6.75 MI) TO FOREST SERVICE ROAD
 MR0695'068 (WASATCH RIDGE ROAD) ON THE RIGHT.  CONTINUE AHEAD FOR 1.57 KM
 MR0695'(0.95 MI) TO A TRACK ROAD RIGHT AT MILE 44.7.  TURN RIGHT, EAST, FOR
 MR0695'40 M (131.2 FT) TO A FORK.  BEAR LEFT, SOUTHEASTERLY, ON MAIN TRACK
 MR0695'ROAD FOR 0.10 KM (0.05 MI) TO A FORK.  KEEP RIGHT, UPGRADE, SOUTHERLY,
 MR0695'ON TRACK ROAD FOR 0.25 KM (0.15 MI) TO TOP OF A LOW BARE HILL AND A
 MR0695'TRACK ROAD RIGHT AND END OF TRUCK TRAVEL.  PACK SOUTHWEST ON ROAD
 MR0695'(PASSING A BARRICADE) FOR 150 M (492.1 FT) TO A TREE LINE IN A SADDLE.
 MR0695'CONTINUE WEST UP HILL FOR 425 M (1394.4 FT) TO THE STATION NEAR THE
 MR0695'NORTH EDGE OF THE HILL. STATION MARK IS A DISK SET IN A DRILL HOLE IN
 MR0695'A 0.4 M (1.3 FT) X 0.7 M (2.3 FT) X 0.1 M (0.3 FT) HIGH BOULDER IN LOW
 MR0695'SCRUB.  IT IS ABOUT 75 M (246.1 FT) SOUTHWEST OF A GROUP OF TREES, 10
 MR0695'M (32.8 FT) SOUTH OF THE NORTH EDGE OF THE HILL, 13.7 M (44.9 FT) EAST
 MR0695'OF A 20-CM 1.5 M (4.9 FT) HIGH WOODEN POST, AND 1.5 M (4.9 FT)
 MR0695'NORTHEAST OF A FIBERGLASS WITNESS POST. DESCRIBED BY G.R.HEID
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0479 ***********************************************************************
 JN0479  DESIGNATION -  MONTE
 JN0479  PID         -  JN0479
 JN0479  STATE/COUNTY-  UT/EMERY
 JN0479  COUNTRY     -  US
 JN0479  USGS QUAD   -  GILSON BUTTE (2017)
 JN0479
 JN0479                         *CURRENT SURVEY CONTROL
 JN0479  ______________________________________________________________________
 JN0479* NAD 83(1994) POSITION- 38 32 11.48396(N) 110 36 02.09045(W)   ADJUSTED
 JN0479* NAVD 88 ORTHO HEIGHT -  1607.6   (meters)     5274.    (feet) VERTCON3
 JN0479  ______________________________________________________________________
 JN0479  GEOID HEIGHT    -        -19.841 (meters)                     GEOID18
 JN0479  LAPLACE CORR    -         -0.00  (seconds)                    DEFLEC18
 JN0479  HORZ ORDER      -  SECOND
 JN0479
 JN0479.The horizontal coordinates were established by classical geodetic methods
 JN0479.and adjusted by the National Geodetic Survey in November 1997.
 JN0479
 JN0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0479
 JN0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0479.GEOID18 height accuracy estimate available here.
 JN0479
 JN0479.Click photographs - Photos may exist for this station.
 JN0479
 JN0479.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0479
 JN0479. The following values were computed from the NAD 83(1994) position.
 JN0479
 JN0479;                    North         East     Units Scale Factor Converg.
 JN0479;SPC UT C     - 2,022,953.777   578,429.877   MT  1.00015301   +0 34 34.1
 JN0479;SPC UT C     - 6,636,974.18  1,897,732.02   sFT  1.00015301   +0 34 34.1
 JN0479;SPC UT S     - 3,207,910.690   578,420.929   MT  1.00003747   +0 33 03.8
 JN0479;SPC UT S     -10,524,620.32  1,897,702.66   sFT  1.00003747   +0 33 03.8
 JN0479;UTM  12      - 4,265,421.719   534,810.985   MT  0.99961492   +0 14 55.8
 JN0479
 JN0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0479!SPC UT C     -   0.99975094  x   1.00015301  =   0.99990391
 JN0479!SPC UT S     -   0.99975094  x   1.00003747  =   0.99978840
 JN0479!UTM  12      -   0.99975094  x   0.99961492  =   0.99936595
 JN0479
 JN0479:                Primary Azimuth Mark                     Grid Az
 JN0479:SPC UT C     -  FLAT                                     099 24 48.2
 JN0479:SPC UT S     -  FLAT                                     099 26 18.5
 JN0479:UTM  12      -  FLAT                                     099 44 26.5
 JN0479
 JN0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH3481065421(NAD 83)
 JN0479
 JN0479|---------------------------------------------------------------------|
 JN0479| PID    Reference Object                     Distance      Geod. Az  |
 JN0479|                                                           dddmmss.s |
 JN0479| CM7656 MONTE RM 1                           12.198 METERS 05403     |
 JN0479| JN0419 FLAT                                APPROX.10.9 KM 0995922.3 |
 JN0479| CM7657 MONTE RM 2                           13.380 METERS 16159     |
 JN0479|---------------------------------------------------------------------|
 JN0479
 JN0479                          SUPERSEDED SURVEY CONTROL
 JN0479
 JN0479  NAD 83(1986)-  38 32 11.47525(N)    110 36 02.08634(W) AD(       ) 2
 JN0479  NAD 27      -  38 32 11.54623(N)    110 35 59.56095(W) AD(       ) 2
 JN0479  NGVD 29 (07/19/86) 1606.5    (m)         5271.     (f) VERT ANG       
 JN0479
 JN0479.Superseded values are not recommended for survey control.
 JN0479
 JN0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0479.See file dsdata.pdf to determine how the superseded data were derived.
 JN0479
 JN0479_MARKER: DS = TRIANGULATION STATION DISK
 JN0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0479
 JN0479  HISTORY     - Date     Condition        Report By
 JN0479  HISTORY     - 1965     MONUMENTED       CGS
 JN0479
 JN0479                          STATION DESCRIPTION
 JN0479
 JN0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (WRH)
 JN0479'STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF HANKSVILLE, ABOUT
 JN0479'3 MILES SOUTHEAST OF GILSON BUTTE AND ABOUT 1.0 MILE EAST OF
 JN0479'STATE HIGHWAY 24 ON THE WEST EDGE OF A LOW NORTH-SOUTH SANDY
 JN0479'RIDGE.
 JN0479'
 JN0479'STATION MARK IS A STANDARD DISK SET IN CONCRETE, 100 FEET
 JN0479'EAST OF THE WEST EDGE OF THE RIDGE AND 9 FEET SOUTHEAST OF A
 JN0479'METAL WITNESS SIGN.  IT IS STAMPED MONTE 1965 AND PROJECTS 5
 JN0479'INCHES.
 JN0479'
 JN0479'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN CONCRETE, 39
 JN0479'FEET NORTHEAST OF A METAL WITNESS SIGN.  IT IS STAMPED MONTE
 JN0479'NO. 1 1965 AND PROJECTS 5 INCHES.
 JN0479'
 JN0479'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN CONCRETE, 54
 JN0479'FEET SOUTHEAST OF A METAL WITNESS SIGN.  IT IS STAMPED MONTE NO.
 JN0479'2 1965 AND PROJECTS 5 INCHES.
 JN0479'
 JN0479'TO REACH THE STATION FROM THE POST OFFICE IN HANKSVILLE, GO WEST
 JN0479'0.1 MILE TO AN INTERSECTION, TURN RIGHT AND GO NORTH 0.1 MILE
 JN0479'PASSING HANKSVILLE GRADE SCHOOL TO AN INTERSECTION AND STATE
 JN0479'HIGHWAY 24, TURN RIGHT AND GO EAST ON STATE HIGHWAY 24 FOR 0.15
 JN0479'MILE TO JUNCTION OF STATE 24 AND STATE 95, TURN LEFT AND GO
 JN0479'NORTH, EAST AND NORTHEAST ON STATE 24 FOR 16.45 MILES TO A TRACK
 JN0479'ROAD RIGHT, TURN RIGHT AND GO EAST ON TRACK ROAD FOR 0.6 MILE
 JN0479'TO A U.S. GOVERNMENT WATER WELL AND TANK, CONTINUE EAST ON
 JN0479'TRACK ROAD FOR 0.05 MILE TO A FORK, KEEP LEFT FORK AND CONTINUE
 JN0479'EAST AND SOUTH ON TRACK ROAD FOR 1.9 MILES TO A CROSS ROADS,
 JN0479'TURN RIGHT AND GO SOUTH ON TRACK ROAD FOR 2.9 MILES, AT THIS
 JN0479'POINT GO EAST 0.6 MILE TO TOP OF RIDGE AND THE STATION AS
 JN0479'DESCRIBED.  A 4 WHEEL DRIVE REQUIRED LAST 0.6 MILE TO
 JN0479'REACH THE STATION.
 JN0479'
 JN0479'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0658 ***********************************************************************
 LN0658  DESIGNATION -  MONTES
 LN0658  PID         -  LN0658
 LN0658  STATE/COUNTY-  UT/DUCHESNE
 LN0658  COUNTRY     -  US
 LN0658  USGS QUAD   -  ROOSEVELT (2017)
 LN0658
 LN0658                         *CURRENT SURVEY CONTROL
 LN0658  ______________________________________________________________________
 LN0658* NAD 83(1994) POSITION- 40 21 52.00142(N) 109 58 50.42921(W)   ADJUSTED
 LN0658* NAVD 88 ORTHO HEIGHT -  1696.7   (meters)     5567.    (feet) VERTCON3
 LN0658  ______________________________________________________________________
 LN0658  GEOID HEIGHT    -        -16.998 (meters)                     GEOID18
 LN0658  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 LN0658  HORZ ORDER      -  FIRST
 LN0658
 LN0658.The horizontal coordinates were established by classical geodetic methods
 LN0658.and adjusted by the National Geodetic Survey in November 1997.
 LN0658
 LN0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0658
 LN0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0658.GEOID18 height accuracy estimate available here.
 LN0658
 LN0658.Click photographs - Photos may exist for this station.
 LN0658
 LN0658.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0658
 LN0658. The following values were computed from the NAD 83(1994) position.
 LN0658
 LN0658;                    North         East     Units Scale Factor Converg.
 LN0658;SPC UT C     - 2,226,591.278   629,034.908   MT  0.99994146   +0 58 23.7
 LN0658;SPC UT C     - 7,305,074.88  2,063,758.69   sFT  0.99994146   +0 58 23.7
 LN0658;UTM  12      - 4,468,706.927   586,545.709   MT  0.99969220   +0 39 36.7
 LN0658
 LN0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0658!SPC UT C     -   0.99973658  x   0.99994146  =   0.99967805
 LN0658!UTM  12      -   0.99973658  x   0.99969220  =   0.99942886
 LN0658
 LN0658:                Primary Azimuth Mark                     Grid Az
 LN0658:SPC UT C     -  MONTES AZ MK                             289 16 31.7
 LN0658:UTM  12      -  MONTES AZ MK                             289 35 18.7
 LN0658
 LN0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK8654568706(NAD 83)
 LN0658
 LN0658|---------------------------------------------------------------------|
 LN0658| PID    Reference Object                     Distance      Geod. Az  |
 LN0658|                                                           dddmmss.s |
 LN0658| CP6257 MONTES RM 2                           9.697 METERS 17100     |
 LN0658| CP6255 MONTES AZ MK                                       2901455.4 |
 LN0658| CP6256 MONTES RM 1                           8.837 METERS 35526     |
 LN0658|---------------------------------------------------------------------|
 LN0658
 LN0658                          SUPERSEDED SURVEY CONTROL
 LN0658
 LN0658  NAD 83(1993)-  40 21 52.00058(N)    109 58 50.42981(W) AD(       ) 1
 LN0658  NAD 83(1986)-  40 21 51.97996(N)    109 58 50.41804(W) AD(       ) 1
 LN0658  NAD 27      -  40 21 52.13500(N)    109 58 47.87400(W) AD(       ) 1
 LN0658  NGVD 29 (07/31/96) 1695.4    (m)         5562.     (f) VERT ANG       
 LN0658  NGVD 29 (07/19/86) 1697.7    (m)         5570.     (f) VERT ANG       
 LN0658
 LN0658.Superseded values are not recommended for survey control.
 LN0658
 LN0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0658.See file dsdata.pdf to determine how the superseded data were derived.
 LN0658
 LN0658_MARKER: DS = TRIANGULATION STATION DISK
 LN0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0658_STAMPING: MONTES 1946
 LN0658_MARK LOGO: CGS
 LN0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0658+STABILITY: SURFACE MOTION
 LN0658
 LN0658  HISTORY     - Date     Condition        Report By
 LN0658  HISTORY     - 1946     MONUMENTED       CGS
 LN0658  HISTORY     - 1963     GOOD             USGS
 LN0658
 LN0658                          STATION DESCRIPTION
 LN0658
 LN0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0658'STATION IS LOCATED ABOUT 5.5 MILES AIRLINE SOUTHEAST OF NEOLA,
 LN0658'ABOUT 4.5 MILES AIRLINE NORTH OF ROOSEVELT, ABOUT 0.25 MILE
 LN0658'WEST OF THE DUCHESNE-UINTAH COUNTY LINE ON A HIGH BENCH EXTENDING
 LN0658'NORTHWEST AND SOUTHEAST ON THE WEST SIDE OF MONTES HOLLOW.
 LN0658'THE STATION MARK IS A BRONZE DISK STAMPED MONTES 1946, SET IN A
 LN0658'SQUARE 12 INCH BLOCK OF CONCRETE WHICH PROJECTS 3 INCHES.  IT
 LN0658'IS 100 FEET SOUTH OF A FENCE LINE, 15 FEET EAST OF THE EDGE OF
 LN0658'A ONCE CULTIVATED FIELD AND 10 FEET WEST OF AN IRRIGATION
 LN0658'CANAL.
 LN0658'
 LN0658'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED MONTES NO 1 1946,
 LN0658'SET IN A SQUARE 12 INCH BLOCK OF CONCRETE WHICH PROJECTS 2
 LN0658'INCHES.  IT IS 10 FEET EAST OF A ONCE CULTIVATED FIELD, 10
 LN0658'FEET WEST OF AN IRRIGATION CANAL, IS NORTH OF AND SAME ELEVATION
 LN0658'AS STATION MARK.
 LN0658'
 LN0658'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED MONTES NO 2 1946,
 LN0658'SET IN A SQUARE 12 INCH BLOCK OF CONCRETE WHICH PROJECTS 4
 LN0658'INCHES.  IT IS 12 FEET EAST OF A ONCE CULTIVATED FIELD, 10
 LN0658'FEET WEST OF AN IRRIGATION CANAL, IS SOUTH OF AND SAME ELEVATION
 LN0658'AS STATION MARK.
 LN0658'
 LN0658'THE AZIMUTH MARK IS A BRONZE DISK STAMPED MONTES 1946, SET
 LN0658'IN A SQUARE 12 INCH BLOCK OF CONCRETE WHICH PROJECTS 4 INCHES.
 LN0658'IT IS 27 FEET WEST OF CENTER LINE OF ROAD, 4 FEET SOUTH OF
 LN0658'POWERLINE POLE AND 2 FEET EAST OF A FENCE LINE.
 LN0658'
 LN0658'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 LN0658'STATE HIGHWAY 121, AT THE END OF MAIN STREET IN ROOSEVELT.  GO
 LN0658'WEST ON STATE HIGHWAY 121 FOR 0.5 MILE TO A FORK.  TURN RIGHT,
 LN0658'GO 3.8 MILES TO ROAD RIGHT AT POWERLINE.  TURN RIGHT, GO 0.55
 LN0658'MILE TO A FORK.  TURN LEFT AND FOLLOW MAIN ROAD 2.05 MILES TO
 LN0658'AZIMUTH MARK ON LEFT AS DESCRIBED ABOVE.  CONTINUE STRAIGHT
 LN0658'AHEAD 0.1 MILE TO WHERE MAIN ROAD TURNS RIGHT AND A DIM ROAD
 LN0658'CONTINUES STRAIGHT AHEAD.  TURN RIGHT, GO 0.9 MILE TO A FORK.
 LN0658'TURN LEFT, GO 0.65 MILE TO A CROSSROAD AT TOP OF BENCH.  TURN
 LN0658'RIGHT, GO 0.7 MILE TO A FORK.  KEEP ON ROAD TO RIGHT, GO 0.5
 LN0658'MILE TO GATE IN FENCE, 0.1 MILE AFTER PASSING FARM HOUSE ON
 LN0658'LEFT.  PASS THROUGH GATE CONTINUE STRAIGHT AHEAD 200 FEET
 LN0658'TO STATION AS DESCRIBED ABOVE.
 LN0658
 LN0658                          STATION RECOVERY (1963)
 LN0658
 LN0658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LN0658'NEW ROUTE DESCRIPTION FOLLOWS--TO REACH STATION FROM JUNCTION
 LN0658'OF U.S. HWY. 40 AND STATE HWY. 121 AT THE NORTH END OF THE MAIN
 LN0658'STREET IN ROOSEVELT GO WEST TWO BLOCKS ON HIGHWAY 121.  TURN
 LN0658'RIGHT AND GO 5.1 MI. TO Y-FK.  TAKE RIGHT FK. AND FOLLOW WINDING
 LN0658'RD UP HILL 0.7 MI. TO TOP OF GRADE AND X-RD.  TURN RIGHT AND
 LN0658'FOLLOW TRACK RD. ALONG RIM 0.9 MI. TO GATE.  GO THRU GATE, TURN
 LN0658'RIGHT AND GO 0.2 MI. TO ABANDONED BUILDING IN GROUP OF
 LN0658'COTTONWOODS.  CONTINUE 0.05 MI. TO Y-FK.  STATION IS LOCATED 125
 LN0658'FT. ESE OF Y-FK.
 LN0658'
 LN0658'STATION MARK--BRONZE DISK, STAMPED ---MONTES 1946---, SET IN A
 LN0658'SQUARE 12 IN. BLOCK OF CONCRETE WHICH PROJECTS 3 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0545 ***********************************************************************
 HM0545  DESIGNATION -  MONTEZUMA
 HM0545  PID         -  HM0545
 HM0545  STATE/COUNTY-  UT/SAN JUAN
 HM0545  COUNTRY     -  US
 HM0545  USGS QUAD   -  MCCRACKEN SPRING (2017)
 HM0545
 HM0545                         *CURRENT SURVEY CONTROL
 HM0545  ______________________________________________________________________
 HM0545* NAD 83(1994) POSITION- 37 23 09.73270(N) 109 15 48.92908(W)   ADJUSTED
 HM0545* NAVD 88 ORTHO HEIGHT -  1542.    (meters)     5059.    (feet) SCALED
 HM0545  ______________________________________________________________________
 HM0545  GEOID HEIGHT    -        -20.627 (meters)                     GEOID18
 HM0545  LAPLACE CORR    -          0.92  (seconds)                    DEFLEC18
 HM0545  HORZ ORDER      -  SECOND
 HM0545
 HM0545.The horizontal coordinates were established by classical geodetic methods
 HM0545.and adjusted by the National Geodetic Survey in November 1997.
 HM0545
 HM0545.The orthometric height was scaled from a topographic map.
 HM0545
 HM0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0545.GEOID18 height accuracy estimate available here.
 HM0545
 HM0545.Click photographs - Photos may exist for this station.
 HM0545
 HM0545.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0545
 HM0545. The following values were computed from the NAD 83(1994) position.
 HM0545
 HM0545;                    North         East     Units Scale Factor Converg.
 HM0545;SPC UT S     - 3,082,205.985   698,031.804   MT  0.99997528   +1 22 12.8
 HM0545;SPC UT S     -10,112,204.14  2,290,126.01   sFT  0.99997528   +1 22 12.8
 HM0545;UTM  12      - 4,139,112.667   653,720.480   MT  0.99989108   +1 03 16.3
 HM0545
 HM0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0545!SPC UT S     -   0.99976132  x   0.99997528  =   0.99973661
 HM0545!UTM  12      -   0.99976132  x   0.99989108  =   0.99965243
 HM0545
 HM0545:                Primary Azimuth Mark                     Grid Az
 HM0545:SPC UT S     -  MONTEZUMA AZ MK                          313 20 25.2
 HM0545:UTM  12      -  MONTEZUMA AZ MK                          313 39 21.7
 HM0545
 HM0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG5372039112(NAD 83)
 HM0545
 HM0545|---------------------------------------------------------------------|
 HM0545| PID    Reference Object                     Distance      Geod. Az  |
 HM0545|                                                           dddmmss.s |
 HM0545| CM7663 MONTEZUMA RM 1                       19.047 METERS 01606     |
 HM0545| CM7664 MONTEZUMA RM 2                       14.898 METERS 08654     |
 HM0545| CM7662 MONTEZUMA AZ MK                                    3144238.0 |
 HM0545|---------------------------------------------------------------------|
 HM0545
 HM0545                          SUPERSEDED SURVEY CONTROL
 HM0545
 HM0545  NAD 83(1992)-  37 23 09.72971(N)    109 15 48.93395(W) AD(       ) 2
 HM0545  NAD 83(1992)-  37 23 09.72972(N)    109 15 48.93397(W) AD(       ) 2
 HM0545  NAD 83(1986)-  37 23 09.72802(N)    109 15 48.93443(W) AD(       ) 2
 HM0545  NAD 27      -  37 23 09.74049(N)    109 15 46.53337(W) AD(       ) 2
 HM0545
 HM0545.Superseded values are not recommended for survey control.
 HM0545
 HM0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0545.See file dsdata.pdf to determine how the superseded data were derived.
 HM0545
 HM0545_MARKER: DS = TRIANGULATION STATION DISK
 HM0545_SETTING: 80 = SET IN A BOULDER
 HM0545_STAMPING: MONTEZUMA 1936
 HM0545_MARK LOGO: CGS
 HM0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0545+STABILITY: SURFACE MOTION
 HM0545
 HM0545  HISTORY     - Date     Condition        Report By
 HM0545  HISTORY     - 1936     MONUMENTED       CGS
 HM0545  HISTORY     - 1949     SEE DESCRIPTION  USGS
 HM0545
 HM0545                          STATION DESCRIPTION
 HM0545
 HM0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HM0545'ABOUT 20 MILES SOUTHEAST OF BLANDING, 16 MILES NORTH OF WEST
 HM0545'OF MC ELMO, ABOUT 2 MILES WEST OF MONTEZUMA CREEK, ON PROMONTORY
 HM0545'OF LARGE MESA MADE BY JUNCTION OF ALKALI AND MONTEZUMA CREEKS
 HM0545'(ALKALI CREEK BEING TO NORTH), ON SMALL KNOLL AT WEST EDGE
 HM0545'OF SOME PINON TREES.  THERE IS LARGE WATER HOLE ABOUT 350
 HM0545'FEET SOUTH-SOUTHEAST OF STATION.  TO REACH FROM BLUFF, FOLLOW
 HM0545'BLANDING ROAD NORTH 11.1 MILES TO SIDE ROAD TO RIGHT (THIS
 HM0545'ROAD IS 15.45 MILES SOUTH OF BLANDING ON STATE HIGHWAY 47).
 HM0545'TURN RIGHT AND GO 4.5 MILES, CROSSING COTTONWOOD WASH AND
 HM0545'FOLLOWING ROAD THROUGH BADLANDS TO WATER TANK AND TROUGH ON
 HM0545'RIGHT.  CONTINUE STRAIGHT AHEAD 2.4 MILES TO SHEEP CORRAL
 HM0545'ON RIGHT.  CONTINUE 0.5 MILE TO FORK.  TAKE LEFT FORK AND
 HM0545'GO 4.1 MILES TO SIDE ROAD TO RIGHT.  TURN RIGHT AND GO
 HM0545'0.8 MILE TO RESERVOIR ON LEFT AND OLD RUINS OFF ROAD TO
 HM0545'RIGHT.  LEAVE ROAD AND GO N 90 DEG E,
 HM0545'HEADING TOWARDS UTE MOUNTAIN, ABOUT 3-1/2 MILES TO STATION.
 HM0545'TRUCK CAN BE DRIVEN TO STATION.  MARKED BY STANDARD
 HM0545'STATION DISK IN BOULDER.  REFERENCE MARKS ARE STANDARD
 HM0545'REFERENCE DISKS IN BOULDERS FLUSH WITH GROUND.
 HM0545'NO. 1 IS 19.050 METERS (62.50 FEET) NORTH OF STATION
 HM0545'N 16 DEG 06 MIN E.  NO. 2 IS 14.899 METERS
 HM0545'(48.88 FEET) EAST OF STATION N 86 DEG 54 MIN E.
 HM0545'DISTANCE BETWEEN REFERENCE MARKS IS 65.54 FEET.  AZIMUTH MARK IS
 HM0545'STANDARD DISK IN CONRETE FLUSH WITH GROUND, ON
 HM0545'ROUTE TO STATION, AND 0.3 MILE WEST OF STATION
 HM0545'N 45 DEG 17 MIN W.  BEARING FROM STATION TO CAIRN IS
 HM0545'N 73 DEG 48 MIN W.
 HM0545
 HM0545                          STATION RECOVERY (1949)
 HM0545
 HM0545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 HM0545'STATION PROBABLY DESTROYED.  SCRAPS OF ELECTRIC BATTERY CELLS,
 HM0545'BITS OF WOOD AND STAKES WERE FOUND AT THE STATION SITE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DI3419 ***********************************************************************
 DI3419  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI3419  DESIGNATION -  MONTICELLOUT2006 CORS ARP
 DI3419  CORS_ID     -  P012
 DI3419  PID         -  DI3419
 DI3419  STATE/COUNTY-  UT/SAN JUAN
 DI3419  COUNTRY     -  US
 DI3419  USGS QUAD   -  CHURCH ROCK (2017)
 DI3419
 DI3419                         *CURRENT SURVEY CONTROL
 DI3419  ______________________________________________________________________
 DI3419* NAD 83(2011) POSITION- 38 05 50.74012(N) 109 20 01.76289(W)   ADJUSTED
 DI3419* NAD 83(2011) ELLIP HT-  1789.331 (meters)        (04/??/25)   ADJUSTED
 DI3419* NAD 83(2011) EPOCH   -  2010.00
 DI3419  ______________________________________________________________________
 DI3419  GEOID HEIGHT    -        -18.863 (meters)                     GEOID18
 DI3419  NAD 83(2011) X  - -1,664,353.390 (meters)                     COMP
 DI3419  NAD 83(2011) Y  - -4,743,668.329 (meters)                     COMP
 DI3419  NAD 83(2011) Z  -  3,915,064.054 (meters)                     COMP
 DI3419
 DI3419  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI3419  Standards:
 DI3419         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI3419            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI3419  -------------------------------------------------------------------
 DI3419  NETWORK    0.26   0.16           0.06   0.13   0.08     -0.28837000
 DI3419  -------------------------------------------------------------------
 DI3419
 DI3419.The coordinates were established by GPS observations
 DI3419.and adjusted by the National Geodetic Survey in April 2025.
 DI3419
 DI3419.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI3419.been affixed to the stable North American Tectonic Plate. 
 DI3419
 DI3419.The coordinates are valid at the epoch date displayed above
 DI3419.which is a decimal equivalence of Year/Month/Day.
 DI3419
 DI3419.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DI3419.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DI3419.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DI3419.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DI3419.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DI3419.published epoch of 2010.00.
 DI3419
 DI3419.Additional information on MYCS is available at:
 DI3419.https://geodesy.noaa.gov/CORS/index.shtml
 DI3419
 DI3419.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3419.GEOID18 height accuracy estimate available here.
 DI3419
 DI3419.The PID for the CORS L1 Phase Center is DR1628.
 DI3419
 DI3419.Click photographs - Photos may exist for this station.
 DI3419
 DI3419.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI3419
 DI3419.The ellipsoidal height was determined by GPS observations
 DI3419.and is referenced to NAD 83.
 DI3419
 DI3419. The following values were computed from the NAD 83(2011) position.
 DI3419
 DI3419;                    North         East     Units Scale Factor Converg.
 DI3419;SPC UT S     - 3,160,993.513   689,985.255   MT  0.99996621   +1 19 37.9
 DI3419;SPC UT S     -10,370,692.88  2,263,726.62   sFT  0.99996621   +1 19 37.9
 DI3419;UTM  12      - 4,217,935.813   646,097.104   MT  0.99986288   +1 01 41.6
 DI3419
 DI3419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI3419!SPC UT S     -   0.99971931  x   0.99996621  =   0.99968553
 DI3419!UTM  12      -   0.99971931  x   0.99986288  =   0.99958223
 DI3419
 DI3419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH4609717935(NAD 83)
 DI3419
 DI3419                          SUPERSEDED SURVEY CONTROL
 DI3419
 DI3419  NAD 83(2011)-  38 05 50.74019(N)    109 20 01.76296(W) AD(2010.00) c
 DI3419  ELLIP H (07/??/20) 1789.333  (m)                       GP(2010.00) c c
 DI3419  NAD 83(2011)-  38 05 50.74019(N)    109 20 01.76309(W) AD(2010.00) c
 DI3419  ELLIP H (06/??/19) 1789.334  (m)                       GP(2010.00) c c
 DI3419  NAD 83(2011)-  38 05 50.74030(N)    109 20 01.76311(W) AD(2010.00) c
 DI3419  NAD 83(2011)-  38 05 50.74025(N)    109 20 01.76305(W) AD(2010.00) c
 DI3419  ELLIP H (08/??/11) 1789.330  (m)                       GP(2010.00) c c
 DI3419  NAD 83(CORS)-  38 05 50.74018(N)    109 20 01.76295(W) AD(2002.00) c
 DI3419  ELLIP H (01/??/07) 1789.322  (m)                       GP(2002.00) c c
 DI3419
 DI3419.Superseded values are not recommended for survey control.
 DI3419
 DI3419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI3419.See file dsdata.pdf to determine how the superseded data were derived.
 DI3419
 DI3419_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI3419
 DI3419                          STATION DESCRIPTION
 DI3419
 DI3419'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DI3419'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DI3419'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DI3419'AND LOG FILES ACCESSIBLE AT:
 DI3419'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DI3421 ***********************************************************************
 DI3421  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI3421  DESIGNATION -  MONTICELLOUT2006 CORS GRP
 DI3421  CORS_ID     -  P012
 DI3421  PID         -  DI3421
 DI3421  STATE/COUNTY-  UT/SAN JUAN
 DI3421  COUNTRY     -  US
 DI3421  USGS QUAD   -  CHURCH ROCK (2017)
 DI3421
 DI3421                         *CURRENT SURVEY CONTROL
 DI3421  ______________________________________________________________________
 DI3421* NAD 83(2011) POSITION- 38 05 50.74012(N) 109 20 01.76289(W)   ADJUSTED
 DI3421* NAD 83(2011) ELLIP HT-  1789.322 (meters)        (04/??/25)   ADJUSTED
 DI3421* NAD 83(2011) EPOCH   -  2010.00
 DI3421  ______________________________________________________________________
 DI3421  GEOID HEIGHT    -        -18.863 (meters)                     GEOID18
 DI3421  NAD 83(2011) X  - -1,664,353.388 (meters)                     COMP
 DI3421  NAD 83(2011) Y  - -4,743,668.323 (meters)                     COMP
 DI3421  NAD 83(2011) Z  -  3,915,064.049 (meters)                     COMP
 DI3421  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 DI3421
 DI3421  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI3421  Standards:
 DI3421         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI3421            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI3421  -------------------------------------------------------------------
 DI3421  NETWORK    0.26   0.16           0.06   0.13   0.08     -0.28837000
 DI3421  -------------------------------------------------------------------
 DI3421
 DI3421.The horizontal coordinates were established by GPS observations
 DI3421.and adjusted by the National Geodetic Survey in April 2025.
 DI3421
 DI3421.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI3421.been affixed to the stable North American Tectonic Plate. 
 DI3421
 DI3421.The horizontal coordinates are valid at the epoch date displayed above
 DI3421.which is a decimal equivalence of Year/Month/Day.
 DI3421
 DI3421.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DI3421.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DI3421.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DI3421.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DI3421.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DI3421.published epoch of 2010.00.
 DI3421
 DI3421.Additional information on MYCS is available at:
 DI3421.https://geodesy.noaa.gov/CORS/index.shtml
 DI3421
 DI3421.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3421.GEOID18 height accuracy estimate available here.
 DI3421
 DI3421.Click photographs - Photos may exist for this station.
 DI3421
 DI3421.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI3421
 DI3421.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI3421
 DI3421.The ellipsoidal height was determined by GPS observations
 DI3421.and is referenced to NAD 83.
 DI3421
 DI3421. The following values were computed from the NAD 83(2011) position.
 DI3421
 DI3421;                    North         East     Units Scale Factor Converg.
 DI3421;SPC UT S     - 3,160,993.513   689,985.255   MT  0.99996621   +1 19 37.9
 DI3421;SPC UT S     -10,370,692.88  2,263,726.62   sFT  0.99996621   +1 19 37.9
 DI3421;UTM  12      - 4,217,935.813   646,097.104   MT  0.99986288   +1 01 41.6
 DI3421
 DI3421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI3421!SPC UT S     -   0.99971931  x   0.99996621  =   0.99968553
 DI3421!UTM  12      -   0.99971931  x   0.99986288  =   0.99958223
 DI3421
 DI3421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH4609717935(NAD 83)
 DI3421
 DI3421                          SUPERSEDED SURVEY CONTROL
 DI3421
 DI3421  NAD 83(2011)-  38 05 50.74019(N)    109 20 01.76296(W) AD(2010.00) A
 DI3421  ELLIP H (07/??/20) 1789.325  (m)                       GP(2010.00) 4 1
 DI3421  NAD 83(2011)-  38 05 50.74019(N)    109 20 01.76309(W) AD(2010.00) A
 DI3421  ELLIP H (06/??/19) 1789.326  (m)                       GP(2010.00) 4 1
 DI3421  NAD 83(2011)-  38 05 50.74025(N)    109 20 01.76305(W) AD(2010.00) A
 DI3421  ELLIP H (08/??/11) 1789.322  (m)                       GP(2010.00) 4 1
 DI3421  NAD 83(CORS)-  38 05 50.74018(N)    109 20 01.76295(W) AD(2002.00) A
 DI3421  ELLIP H (01/??/07) 1789.314  (m)                       GP(2002.00) 4 1
 DI3421
 DI3421.Superseded values are not recommended for survey control.
 DI3421
 DI3421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI3421.See file dsdata.pdf to determine how the superseded data were derived.
 DI3421
 DI3421_STAMPING: UNKNOWN
 DI3421
 DI3421                          STATION DESCRIPTION
 DI3421
 DI3421'THIS MONUMENT IS ASSOCIATED WITH STATION 'P012'
 DI3421'AND IS A PART OF THE NOAA CORS NETWORK (NCN). LATEST INFORMATION
 DI3421'INCLUDING POSITIONS AND VEOCITIES ARE AVAILABLE IN THE COORDINATE
 DI3421'AND LOG FILES ACCESSIBLE AT:
 DI3421'https://geodesy.noaa.gov/CORS/index.shtml
 DI3421'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0541 ***********************************************************************
 HM0541  CBN         -  This is a Cooperative Base Network Control Station.
 HM0541  DESIGNATION -  MONTY
 HM0541  PID         -  HM0541
 HM0541  STATE/COUNTY-  UT/SAN JUAN
 HM0541  COUNTRY     -  US
 HM0541  USGS QUAD   -  RUIN POINT (2017)
 HM0541
 HM0541                         *CURRENT SURVEY CONTROL
 HM0541  ______________________________________________________________________
 HM0541* NAD 83(2011) POSITION- 37 23 19.51093(N) 109 06 45.83472(W)   ADJUSTED
 HM0541* NAD 83(2011) ELLIP HT-  1608.101 (meters)        (06/27/12)   ADJUSTED
 HM0541* NAD 83(2011) EPOCH   -  2010.00
 HM0541* NAVD 88 ORTHO HEIGHT -  1628.5   (meters)     5343.    (feet) GPS OBS
 HM0541  ______________________________________________________________________
 HM0541  NAVD 88 orthometric height was determined with an earlier geoid model
 HM0541  GEOID HEIGHT    -        -20.416 (meters)                     GEOID18
 HM0541  NAD 83(2011) X  - -1,661,758.399 (meters)                     COMP
 HM0541  NAD 83(2011) Y  - -4,795,425.383 (meters)                     COMP
 HM0541  NAD 83(2011) Z  -  3,852,737.861 (meters)                     COMP
 HM0541  LAPLACE CORR    -          3.48  (seconds)                    DEFLEC18
 HM0541
 HM0541  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HM0541  Standards:
 HM0541         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HM0541            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HM0541  -------------------------------------------------------------------
 HM0541  NETWORK    0.86   1.57           0.40   0.28   0.80     -0.14203717
 HM0541  -------------------------------------------------------------------
 HM0541  Click here for local accuracies and other accuracy information.
 HM0541
 HM0541.The horizontal coordinates were established by GPS observations
 HM0541.and adjusted by the National Geodetic Survey in June 2012.
 HM0541
 HM0541.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HM0541.been affixed to the stable North American tectonic plate. See 
 HM0541.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HM0541
 HM0541.The horizontal coordinates are valid at the epoch date displayed above
 HM0541.which is a decimal equivalence of Year/Month/Day.
 HM0541
 HM0541.The orthometric height was determined by GPS observations and a
 HM0541.high-resolution geoid model.
 HM0541
 HM0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0541.GEOID18 height accuracy estimate available here.
 HM0541
 HM0541.Click photographs - Photos may exist for this station.
 HM0541
 HM0541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HM0541
 HM0541.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0541
 HM0541.The ellipsoidal height was determined by GPS observations
 HM0541.and is referenced to NAD 83.
 HM0541
 HM0541. The following values were computed from the NAD 83(2011) position.
 HM0541
 HM0541;                    North         East     Units Scale Factor Converg.
 HM0541;SPC UT S     - 3,082,837.572   711,379.765   MT  0.99997496   +1 27 45.5
 HM0541;SPC UT S     -10,114,276.27  2,333,918.45   sFT  0.99997496   +1 27 45.5
 HM0541;UTM  12      - 4,139,670.584   667,070.947   MT  0.99994384   +1 08 46.5
 HM0541
 HM0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0541!SPC UT S     -   0.99974771  x   0.99997496  =   0.99972268
 HM0541!UTM  12      -   0.99974771  x   0.99994384  =   0.99969157
 HM0541
 HM0541:                Primary Azimuth Mark                     Grid Az
 HM0541:SPC UT S     -  MONTY AZ MK                              251 05 33.3
 HM0541:UTM  12      -  MONTY AZ MK                              251 24 32.3
 HM0541
 HM0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG6707039670(NAD 83)
 HM0541
 HM0541|---------------------------------------------------------------------|
 HM0541| PID    Reference Object                     Distance      Geod. Az  |
 HM0541|                                                           dddmmss.s |
 HM0541| CM7672 MONTY RM 3                           20.190 METERS 11645     |
 HM0541| CM7671 MONTY RM 1                           22.982 METERS 23113     |
 HM0541| CM7670 MONTY AZ MK                                        2523318.8 |
 HM0541|---------------------------------------------------------------------|
 HM0541
 HM0541                          SUPERSEDED SURVEY CONTROL
 HM0541
 HM0541  NAD 83(2007)-  37 23 19.51041(N)    109 06 45.83530(W) AD(2002.00) 0
 HM0541  ELLIP H (02/10/07) 1608.119  (m)                       GP(2002.00)    
 HM0541  ELLIP H (11/14/01) 1608.136  (m)                       GP(       ) 4 2
 HM0541  NAD 83(1994)-  37 23 19.50994(N)    109 06 45.83511(W) AD(       ) B
 HM0541  ELLIP H (04/21/95) 1608.206  (m)                       GP(       ) 4 1
 HM0541  NAD 83(1992)-  37 23 19.50974(N)    109 06 45.83489(W) AD(       ) 1
 HM0541  NAD 83(1992)-  37 23 19.50974(N)    109 06 45.83489(W) AD(       ) 1
 HM0541  NAD 83(1986)-  37 23 19.50901(N)    109 06 45.83557(W) AD(       ) 1
 HM0541  NAD 27      -  37 23 19.50242(N)    109 06 43.44741(W) AD(       ) 1
 HM0541  NGVD 29 (07/19/86) 1627.5    (m)         5340.     (f) VERT ANG       
 HM0541
 HM0541.Superseded values are not recommended for survey control.
 HM0541
 HM0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0541.See file dsdata.pdf to determine how the superseded data were derived.
 HM0541
 HM0541_MARKER: DD = SURVEY DISK
 HM0541_SETTING: 80 = SET IN A BOULDER
 HM0541_STAMPING: MONTY 1949
 HM0541_MARK LOGO: USGS
 HM0541_MAGNETIC: N = NO MAGNETIC MATERIAL
 HM0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0541+STABILITY: SURFACE MOTION
 HM0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0541+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2009
 HM0541
 HM0541  HISTORY     - Date     Condition        Report By
 HM0541  HISTORY     - 1949     MONUMENTED       USGS
 HM0541  HISTORY     - 1972     GOOD             USGS
 HM0541  HISTORY     - 1975     GOOD             NGS
 HM0541  HISTORY     - 1986     GOOD
 HM0541  HISTORY     - 19931030 GOOD             NGS
 HM0541  HISTORY     - 20090527 GOOD             GEOCAC
 HM0541
 HM0541                          STATION DESCRIPTION
 HM0541
 HM0541'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 HM0541'THE STATION IS LOCATED 26 MILES SOUTHEAST OF BLANDING, UTAH AND
 HM0541'29 MILES WEST OF CORTEZ, COLORADO.
 HM0541'
 HM0541'TO REACH THE STATION FROM THE POST OFFICE IN BLANDING, GO SOUTH
 HM0541'ON U.S. ROUTE 163 FOR 14.7 MILES TO INTERSECTION WITH STATE ROUTE
 HM0541'262 FROM THE EAST.  TURN LEFT ONTO ROUTE 262 AND GO EAST FOR 8.3
 HM0541'MILES TO WHERE ROUTE 262 BEARS RIGHT, SOUTH.  FROM THIS POINT
 HM0541'CONTINUE EAST AS PER SIGN HATCH TRADING POST FOR 6.5 MILES TO THE
 HM0541'TRADING POST, AT END OF PAVEMENT AND A Y INTERSECTION.  FROM
 HM0541'THIS POINT BEAR LEFT AND GO 0.1 MILE TO ROAD FORK.  TAKE RIGHT
 HM0541'FORK AND GO EAST CROSSING MONTEZUMA CREEK FOR 4.9 MILES TO A
 HM0541'POINT WHERE POWER LINE CROSSES ROAD.  FROM THIS POINT
 HM0541'CONTINUE FOR 1.3 MILES TO INTERSECTION WITH ROAD FROM THE
 HM0541'SOUTH.  FROM THIS INTERSECTION, THE AZIMUTH MARK IS 0.2
 HM0541'MILE BACK TO THE WEST AT AN OUTCROPPING SANDSTONE FORMATION,
 HM0541'ABOUT 100 FEET NORTH OF THE CENTERLINE OF THE ROAD.  TO
 HM0541'REACH THE STATION FROM THE INTERSECTION, GO STRAIGHT AHEAD FOR 0.9
 HM0541'MILE TO CREST OF ROAD AND A DIM TRACK TO THE RIGHT.  TURN RIGHT
 HM0541'AND GO SOUTH FOR ABOUT 0.1 MILE TO THE SITE OF STATION.
 HM0541'
 HM0541'STATION MARK--A STANDARD USGS TABLET STAMPED--MONTY 1949 SET IN A
 HM0541'SMALL BOULDER 1.2 FEET BELOW GROUND.
 HM0541'
 HM0541'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 HM0541'STAMPED--1 SET IN A SMALL BOULDER 75.18 FEET SOUTHWEST OF THE
 HM0541'STATION AND PROJECTING 0.3 FT. ABOVE GROUND.
 HM0541'
 HM0541'REFERENCE MARK NO. 3--A CORPS OF ENGINEERS DISK STAMPED--MONTY RM
 HM0541'3 TPC 1972 SET IN A CONCRETE POST 20.104 METERS EAST-SOUTHEAST OF
 HM0541'STATION AND PROJECTING 0.3 FT. ABOVE GROUND.
 HM0541'
 HM0541'AZIMUTH MARK--A CORPS OF ENGINEERS DISK STAMPED--MONTY AZ. MK. TPC
 HM0541'1972 CEMENTED IN A DRILL HOLE IN OUTCROPPING SANDSTONE ABOUT
 HM0541'1 MILE WEST-SOUTHWEST OF THE STATION.
 HM0541
 HM0541                          STATION RECOVERY (1975)
 HM0541
 HM0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (WFP)
 HM0541'THE STATION MARK, REFERENCE MARKS 1 AND 3, AND THE AZIMUTH MARK WERE
 HM0541'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 COULD NOT BE FOUND.  THE
 HM0541'STATION WAS THE ANTENNA SITE FOR GEOCEIVER STATION 51054.  A NEW
 HM0541'DESCRIPTION FOLLOWS--
 HM0541'
 HM0541'THE STATION IS LOCATED 26 MILES SOUTHWEST OF BLANDING, UTAH, 29
 HM0541'MILES WEST OF CORTEZ, COLORADO, AND 1.8 MILES WEST OF CATTLE GUARD
 HM0541'LEADING INTO HOVENWEEP NATIONAL MONUMENT AND PARK.
 HM0541'
 HM0541'TO REACH THE STATION FROM THE POST OFFICE IN BLANDING, UTAH, GO
 HM0541'SOUTH ON US ROUTE 163 FOR 14.7 MILES TO INTERSECTION WITH STATE ROAD
 HM0541'262 FROM THE EAST.  TURN LEFT ONTO ROUTE 262 AND GO EAST FOR 8.3
 HM0541'MILES TO WHERE ROUTE 262 BEARS RIGHT AND CONTINUES SOUTH.  FROM
 HM0541'THIS POINT CONTINUE EAST AS PER SIGN HATCH TRADING POST FOR 6.5
 HM0541'MILES TO THE TRADING POST AND CATTLE GUARD.  CONTINUE TO Y
 HM0541'INTERSECTION BEARING RIGHT AND CONTINUE FOR 9.3 MILES TO
 HM0541'ANOTHER Y INTERSECTION.  AT THIS INTERSECTION TAKE THE LEFT FORK
 HM0541'AND GO 4.9 MILES TO A T INTERSECTION.  FROM HERE TURN LEFT AND
 HM0541'GO WEST FOR 0.8 MILE TO THE CREST OF HILL AND AND DIM TRACK ROAD
 HM0541'ON LEFT.  TURN LEFT ONTO TRACK ROAD AND GO 0.1 MILE AND STATION
 HM0541'SITE.
 HM0541'
 HM0541'THE STATION MARK IS A STANDARD METAL DISK STAMPED MONTY USGS 1949,
 HM0541'SET IN A CYCLINDRICAL CONCRETE MONUMENT 1.2 FEET BELOW THE SURFACE
 HM0541'OF THE GROUND.  IT IS 22 FEET WEST OF THE CENTER OF THE TRACK ROAD,
 HM0541'6.0 FEET EAST OF A 4.2 FOOT WOODEN POST AND 6.0 FEET WEST OF A
 HM0541'STANDARD METAL WITNESS POST.
 HM0541'
 HM0541'REFERENCE MARK 1 IS A STANDARD METAL DISK STAMPED MONTY NO. 1.  IT
 HM0541'IS 91 FEET WEST OF THE CENTER OF THE TRACK ROAD AND 75.40 FEET
 HM0541'SOUTHWEST OF THE STATION.  THE MARK IS SET IN A DRILL HOLE IN A
 HM0541'BOULDER THAT IS FLUSH WITH THE GROUND.
 HM0541'
 HM0541'REFERENCE MARK 3 IS A STANDARD METAL DISK STAMPED MONTY RM 3 TPC
 HM0541'1972 SET IN A SQUARE CONCRETE MONUMENT THAT PROTRUDES 0.2 FEET
 HM0541'ABOVE THE SURFACE OF THE GROUND.  IT IS 29.5 FEET EAST OF THE
 HM0541'CENTER OF THE TRACK ROAD AND 66.24 FEET EAST-SOUTHEAST OF THE
 HM0541'STATION.
 HM0541'
 HM0541'THE AZIMUTH MARK IS A STANDARD METAL DISK STAMPED MONTY AZ. MK. TPC
 HM0541'1972 CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BOULDER 1.0 MILE
 HM0541'WEST SOUTH WEST OF STATION ON SAID DIRT ROAD.  IT IS 130 FEET NORTH
 HM0541'OF THE CENTER OF THE DIRT ROAD AND FLUSH WITH THE SURFACE OF THE
 HM0541'BOULDER.
 HM0541'
 HM0541'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--26 MILES SOUTHWEST
 HM0541'OF BLANDING, UTAH.
 HM0541
 HM0541                          STATION RECOVERY (1986)
 HM0541
 HM0541'RECOVERED 1986
 HM0541'RECOVERED IN GOOD CONDITION.
 HM0541
 HM0541                          STATION RECOVERY (1993)
 HM0541
 HM0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 HM0541'STATION IS LOCATED ABOUT 42 KM (26.10 MI) SOUTHEAST OF BLANDING, 34 KM
 HM0541'(21.10 MI) EAST OF THE JUNCTION OF US HIGHWAY 191 AND STATE HIGHWAY
 HM0541'262, 6 KM (3.70 MI) WEST OF THE UTAH-COLORADO STATE LINE, 4 KM (2.50
 HM0541'MI) WEST OF THE HOVENWEEP NATIONAL MONUMENT, ON A LOW RISE, ON THE
 HM0541'NORTH SIDE OF A SMALL CLEARING IN LOW BRUSH, NEAR THE NORTHEAST CORNER
 HM0541'OF SECTION 24, T 39 S, R 25 E.  OWNERSHIP--US BUREAU OF LAND
 HM0541'MANAGEMENT. TO REACH FROM THE JUNCTION OF US HIGHWAY 191 AND STATE
 HM0541'HIGHWAY 262, GO EAST ON HIGHWAY 262 FOR 13.65 KM (8.50 MI) TO A PAVED
 HM0541'ROAD LEFT. TURN LEFT, SOUTHEAST, LEAVING HIGHWAY 262, ON ROAD N5099
 HM0541'FOR 10.80 KM (6.70 MI) TO A FORK JUST PAST THE OLD HATCH TRADING POST.
 HM0541'BEAR RIGHT, SOUTH, ON N5099 (PAVED, THEN DIRT, THEN PAVED) FOR 15.14
 HM0541'KM (9.40 MI) TO A PAVED ROAD LEFT.  TURN LEFT, NORTHEAST, ON ROAD FOR
 HM0541'5.60 KM (3.45 MI) TO A POWERLINE.  CONTINUE AHEAD FOR 2.49 KM (1.55
 HM0541'MI) TO A DIRT ROAD LEFT JUST BEFORE REACHING A CATTLE GUARD. TURN
 HM0541'SHARP LEFT, WEST, ON DIRT ROAD FOR 1.39 KM (0.85 MI) TO A TRACK ROAD
 HM0541'LEFT AT TOP OF SLIGHT RISE.  TURN LEFT, SOUTH, THROUGH BRUSH FOR 0.06
 HM0541'KM (0.05 MI) TO THE CLEARING AND STATION ON THE RIGHT. STATION MARK IS
 HM0541'A DISK SET IN A DRILL HOLE IN A FLAT 25-CM SQUARE BOULDER 30 CM BELOW
 HM0541'GROUND IN AN OPEN DEPRESSION.  IT IS 52.5 M (172.2 FT) SOUTH OF THE
 HM0541'DIRT ROAD CENTER, 7.0 M (23.0 FT) WEST OF THE TRACK ROAD CENTER, 1.9 M
 HM0541'(6.2 FT) EAST-SOUTHEAST OF A 1.5 M (4.9 FT) HIGH WOOD POST, AND 0.9 M
 HM0541'(3.0 FT) WEST OF A FIBERGLASS WITNESS POST. DESCRIBED BY G.R.HEID
 HM0541
 HM0541                          STATION RECOVERY (2009)
 HM0541
 HM0541'RECOVERY NOTE BY GEOCACHING 2009 (WS)
 HM0541'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0369 ***********************************************************************
 KN0369  DESIGNATION -  MONUMENT
 KN0369  PID         -  KN0369
 KN0369  STATE/COUNTY-  UT/EMERY
 KN0369  COUNTRY     -  US
 KN0369  USGS QUAD   -  CANDLAND MOUNTAIN (2017)
 KN0369
 KN0369                         *CURRENT SURVEY CONTROL
 KN0369  ______________________________________________________________________
 KN0369* NAD 83(1994) POSITION- 39 36 51.69907(N) 111 10 33.83353(W)   ADJUSTED
 KN0369* NAVD 88 ORTHO HEIGHT -  3187.    (meters)    10456.    (feet) SCALED
 KN0369  ______________________________________________________________________
 KN0369  GEOID HEIGHT    -        -15.858 (meters)                     GEOID18
 KN0369  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 KN0369  HORZ ORDER      -  SECOND
 KN0369
 KN0369.The horizontal coordinates were established by classical geodetic methods
 KN0369.and adjusted by the National Geodetic Survey in November 1997.
 KN0369
 KN0369.The orthometric height was scaled from a topographic map.
 KN0369
 KN0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0369.GEOID18 height accuracy estimate available here.
 KN0369
 KN0369.Click photographs - Photos may exist for this station.
 KN0369
 KN0369.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0369
 KN0369. The following values were computed from the NAD 83(1994) position.
 KN0369
 KN0369;                    North         East     Units Scale Factor Converg.
 KN0369;SPC UT C     - 2,142,268.083   527,814.381   MT  0.99990620   +0 12 27.0
 KN0369;SPC UT C     - 7,028,424.54  1,731,671.01   sFT  0.99990620   +0 12 27.0
 KN0369;UTM  12      - 4,384,971.278   484,886.950   MT  0.99960281   -0 06 44.1
 KN0369
 KN0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0369!SPC UT C     -   0.99950267  x   0.99990620  =   0.99940892
 KN0369!UTM  12      -   0.99950267  x   0.99960281  =   0.99910568
 KN0369
 KN0369:                Primary Azimuth Mark                     Grid Az
 KN0369:SPC UT C     -  MONUMENT AZ MK                           257 41 00.6
 KN0369:UTM  12      -  MONUMENT AZ MK                           258 00 11.7
 KN0369
 KN0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ8488684971(NAD 83)
 KN0369
 KN0369|---------------------------------------------------------------------|
 KN0369| PID    Reference Object                     Distance      Geod. Az  |
 KN0369|                                                           dddmmss.s |
 KN0369| CM5634 MONUMENT RM 1                         6.869 METERS 10742     |
 KN0369| CM5633 MONUMENT AZ MK                                     2575327.6 |
 KN0369| CM5635 MONUMENT RM 2                        13.271 METERS 32350     |
 KN0369|---------------------------------------------------------------------|
 KN0369
 KN0369                          SUPERSEDED SURVEY CONTROL
 KN0369
 KN0369  NAD 83(1993)-  39 36 51.69504(N)    111 10 33.82781(W) AD(       ) 2
 KN0369  NAD 83(1986)-  39 36 51.68863(N)    111 10 33.82800(W) AD(       ) 2
 KN0369  NAD 27      -  39 36 51.82700(N)    111 10 31.21300(W) AD(       ) 2
 KN0369
 KN0369.Superseded values are not recommended for survey control.
 KN0369
 KN0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0369.See file dsdata.pdf to determine how the superseded data were derived.
 KN0369
 KN0369_MARKER: DS = TRIANGULATION STATION DISK
 KN0369_SETTING: 66 = SET IN ROCK OUTCROP
 KN0369_STAMPING: MONUMENT 1937
 KN0369_MARK LOGO: CGS
 KN0369
 KN0369  HISTORY     - Date     Condition        Report By
 KN0369  HISTORY     - 1937     MONUMENTED       CGS
 KN0369  HISTORY     - 20180721 POOR             GEOCAC
 KN0369
 KN0369                          STATION DESCRIPTION
 KN0369
 KN0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KN0369'ABOUT 20 MILES W OF PRICE, UTAH.  8 MILES S OF SCHOFIELD, UTAH,
 KN0369'AND ABOUT 2-1/2 MILES SW OF CLEAR CREEK MINING VILLAGE.  STATION
 KN0369'IS ON THE HIGHEST POINT OF A PROMINENT TOPPED BARE MOUNTAIN
 KN0369'KNOWN AS MONUMENT PEAK IN THE MANTI NATIONAL FOREST.
 KN0369'
 KN0369'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 KN0369'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 KN0369'
 KN0369'REFERENCE MARK NO. 1 IS E OF AND ABOUT 1 FOOT LOWER IN ELEVATION
 KN0369'AS THE STATION.
 KN0369'
 KN0369'REFERENCE MARK NO. 2 IS NW OF AND ABOUT THE SAME ELEVATION AS
 KN0369'THE STATION.
 KN0369'
 KN0369'AZIMUTH MARK IS ABOUT 1/2 MILE W OF THE STATION ON A LOWER
 KN0369'RIDGE WHICH EXTENDS TO THE NW THEN AROUND TO THE W FROM THE
 KN0369'STATION.  AZIMUTH MARK IS ABOUT 200 FEET S OF THE TRAIL TO THE
 KN0369'STATION AND IS ABOUT 200 FEET LOWER IN ELEVATION THAN THE STATION.
 KN0369'
 KN0369'STATION IS REACHED FROM HUNTINGTON, UTAH BY TURNING W ON THE
 KN0369'ROAD AT FAIRVIEW SIGN AT THE N END OF THE MAIN STREET AND
 KN0369'FOLLOWING THE MAIN GRADED ROAD UP HUNTINGTON CANYON FOR 28.4
 KN0369'MILES TO A ROAD TO THE RIGHT, E, AT ARROWHEAD MINE SIGN.  THIS
 KN0369'ROAD LEADS UP COX CANYON.  THENCE FOLLOW THIS ROAD UP CANYON
 KN0369'FOR 0.3 MILE TO A FORK.  KEEP STRAIGHT AHEAD UP CANYON FOR 0.2
 KN0369'MILE TO AN OLD COAL MINE.  THENCE CONTINUE UP CANYON FOR 0.4
 KN0369'MILE TO A SAW MILL SITE.  HERE BEAR LEFT ON MAIN TRACK ROAD
 KN0369'UP CANYON WHICH LEAVES CANYON AND CLIMBS MOUNTAIN BY
 KN0369'SWITCHBACK FOR 1.8 MILES.  THENCE BEAR LEFT ON TRACKS UP RIDGE
 KN0369'IN TIMBER FOR 0.05 MILE TO THE END OF TRUCK TRAVEL.
 KN0369'NOTE--THIS IS A VERY POOR ROAD BUILT TO AN ABANDONED COAL
 KN0369'MINE PROSPECT AND WILL BE IMPASSABLE IN WET WEATHER.
 KN0369'
 KN0369'FROM THE END OF TRUCK TRAVEL, CONTINUE ON PLAIN TRAIL UP RIDGE
 KN0369'FOR ABOUT 600 METERS TO THE FOOT OF A STEEP SLOPE.  THENCE
 KN0369'CLIMB SLOPE ON TRAIL JUST TO THE RIGHT OF A BELT OF TIMBER,
 KN0369'AND CONTINUE ON MAIN TRAIL NORTHEASTERLY AND EASTERLY TOWARD
 KN0369'STATION SITE WHICH IS VISIBLE NEAR A PROMINENT 7-FOOT ROCK CAIRN
 KN0369'FOR ABOUT 1/2 MILE TO THE SITE OF AN OLD SHEEP CAMP, JUST OVER
 KN0369'THE RIDGE ON THE NORTH SLOPE.  THENCE CONTINUE E TO THE SUMMIT
 KN0369'AND THE STATION SITE.
 KN0369'
 KN0369'STATION WAS MARKED IN 1937 BUT OBSERVED FROM IN 1938.
 KN0369
 KN0369                          STATION RECOVERY (2018)
 KN0369
 KN0369'RECOVERY NOTE BY GEOCACHING 2018 (AK)
 KN0369'MARKER IS PRESENT BUT HAS BEEN DRIVEN OVER MANY TIMES AND IS PARTIALLY
 KN0369'WORN SMOOTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0874 ***********************************************************************
 HN0874  DESIGNATION -  MONUMENT
 HN0874  PID         -  HN0874
 HN0874  STATE/COUNTY-  UT/SAN JUAN
 HN0874  COUNTRY     -  US
 HN0874  USGS QUAD   -  GOULDING (2017)
 HN0874
 HN0874                         *CURRENT SURVEY CONTROL
 HN0874  ______________________________________________________________________
 HN0874* NAD 83(1994) POSITION- 37 00 19.53041(N) 110 10 22.07844(W)   ADJUSTED
 HN0874* NAVD 88 ORTHO HEIGHT -  1579.78  (+/-2cm)     5183.0   (feet) VERTCON3
 HN0874  ______________________________________________________________________
 HN0874  GEOID HEIGHT    -        -20.928 (meters)                     GEOID18
 HN0874  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 HN0874  HORZ ORDER      -  SECOND
 HN0874  VERT ORDER      -  THIRD ? (See Below)
 HN0874
 HN0874.The horizontal coordinates were established by classical geodetic methods
 HN0874.and adjusted by the National Geodetic Survey in November 1997.
 HN0874
 HN0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0874
 HN0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0874.GEOID18 height accuracy estimate available here.
 HN0874
 HN0874.The vertical order pertains to the NGVD 29 superseded value.
 HN0874
 HN0874.Click photographs - Photos may exist for this station.
 HN0874
 HN0874.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0874
 HN0874. The following values were computed from the NAD 83(1994) position.
 HN0874
 HN0874;                    North         East     Units Scale Factor Converg.
 HN0874;SPC UT S     - 3,038,435.175   618,129.041   MT  1.00004293   +0 48 47.4
 HN0874;SPC UT S     - 9,968,599.40  2,027,978.36   sFT  1.00004293   +0 48 47.4
 HN0874;UTM  12      - 4,095,793.975   573,596.523   MT  0.99966672   +0 29 52.5
 HN0874
 HN0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0874!SPC UT S     -   0.99975543  x   1.00004293  =   0.99979835
 HN0874!UTM  12      -   0.99975543  x   0.99966672  =   0.99942223
 HN0874
 HN0874:                Primary Azimuth Mark                     Grid Az
 HN0874:SPC UT S     -  MONUMENT AZ MK                           020 17 07.2
 HN0874:UTM  12      -  MONUMENT AZ MK                           020 36 02.1
 HN0874
 HN0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF7359695793(NAD 83)
 HN0874
 HN0874|---------------------------------------------------------------------|
 HN0874| PID    Reference Object                     Distance      Geod. Az  |
 HN0874|                                                           dddmmss.s |
 HN0874| HN0178 Y 24                                 17.431 METERS 00559     |
 HN0874| CM7673 MONUMENT AZ MK                                     0210554.6 |
 HN0874| GP0629 AGATHLA PEAK CAIRN                  APPROX.20.4 KM 1931437.0 |
 HN0874| CM7674 MONUMENT RM 2                        14.940 METERS 27221     |
 HN0874|---------------------------------------------------------------------|
 HN0874
 HN0874                          SUPERSEDED SURVEY CONTROL
 HN0874
 HN0874  NAD 83(1992)-  37 00 19.52800(N)    110 10 22.08037(W) AD(       ) 2
 HN0874  NAD 83(1986)-  37 00 19.52798(N)    110 10 22.07961(W) AD(       ) 2
 HN0874  NAD 27      -  37 00 19.52300(N)    110 10 19.62700(W) AD(       ) 2
 HN0874  NGVD 29            1578.88   (m)         5180.0    (f) LEVELING    3  
 HN0874
 HN0874.Superseded values are not recommended for survey control.
 HN0874
 HN0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0874.See file dsdata.pdf to determine how the superseded data were derived.
 HN0874
 HN0874_MARKER: DS = TRIANGULATION STATION DISK
 HN0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0874_STAMPING: MONUMENT 1951
 HN0874_MARK LOGO: CGS
 HN0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0874+STABILITY: SURFACE MOTION
 HN0874
 HN0874  HISTORY     - Date     Condition        Report By
 HN0874  HISTORY     - 1951     MONUMENTED       CGS
 HN0874  HISTORY     - 1968     GOOD             CGS
 HN0874  HISTORY     - 19860206 GOOD             USGS
 HN0874  HISTORY     - 19860409 GOOD             USGS
 HN0874
 HN0874                          STATION DESCRIPTION
 HN0874
 HN0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 HN0874'THE STATION IS LOCATED ALONG THE EAST SIDE OF STATE HIGHWAY
 HN0874'64 AND AT THE JUNCTION OF THE GOULDING TRADING POST ROAD, ABOUT
 HN0874'1-1/2 MILES EAST OF GOULDINGS TRADING POST, 485 FEET NORTHEAST
 HN0874'OF GOULDINGS TRADING POST SIGN, 500 FEET SOUTHWEST OF MITCHELL
 HN0874'BUTTE WASH, 214 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 HN0874'64 AND 8 FEET EAST OF A WHITE WITNESS POST.
 HN0874'
 HN0874'TO REACH, FROM GOULDINGS TRADING POST, GO NORTH AND EAST 1.8
 HN0874'MILES TO STATE HIGHWAY 64.  TURN LEFT, AND GO NORTH 0.05 MILE
 HN0874'TO THE STATION.
 HN0874'
 HN0874'THE STATION MARK IS A STANDARD DISK, STAMPED MONUMENT 1951,
 HN0874'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 HN0874'PROJECTS ABOUT 2 INCHES.
 HN0874'
 HN0874'REFERENCE MARK NUMBER 1 IS A STANDARD U.S. COAST AND GEODETIC
 HN0874'SURVEY BENCH MARK DISK, STAMPED 5177.893 Y 24 1933, SET IN
 HN0874'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HN0874'ABOUT 1 INCH AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 HN0874'
 HN0874'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED MONUMENT
 HN0874'NO 2 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 HN0874'WHICH PROJECTS ABOUT 3 INCHES AND IS ABOUT THE SAME ELEVATION
 HN0874'AS THE STATION.
 HN0874'
 HN0874'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MONUMENT 1951,
 HN0874'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 HN0874'PROJECTS ABOUT 2 INCHES.  IT IS LOCATED IN THE CENTER OF A ROAD
 HN0874'FORKS, ABOUT 10 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 HN0874'ROAD AND 15 FEET WEST NORTHWEST OF A BLADED ROAD.  TO REACH,
 HN0874'FROM THE STATION, GO NORTH, ON BLADED ROAD 0.3 MILE TO FORKS
 HN0874'AND THE AZIMUTH MARK.
 HN0874
 HN0874                          STATION RECOVERY (1968)
 HN0874
 HN0874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (VHB)
 HN0874'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 HN0874'CONDITION.  BM Y24 (R.M. 1) WAS RECOVERED AND THE DISK BROKEN
 HN0874'IN HALF.  R.M. 2 WAS NOT RECOVERED AND IT IS BELIEVED DESTROYED
 HN0874'WHEN THE NEW HIGHWAY WAS CONSTRUCTED.  THE AZIMUTH MARK WAS
 HN0874'SEARCHED FOR BUT NOT RECOVERED BUT MAY BE FOUND BY TURNING
 HN0874'AN ANGLE TO IT.
 HN0874'
 HN0874'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 HN0874'
 HN0874'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 164 AND
 HN0874'STATE HIGHWAY 464 AT THE SOUTH EDGE OF KAYENTA, GO NORTH ON
 HN0874'STATE HIGHWAY 464 FOR 22.3 MILES TO THE STATE LINE.  CONTINUE
 HN0874'NORTH ON THE HIGHWAY FOR 0.3 MILE TO A CROSS-ROAD, WHICH BY
 HN0874'TURNING LEFT (WEST) WOULD TAKE YOU TO GOULDINGS TRADING POST.
 HN0874'CONTINUE NORTH ON THE HIGHWAY FOR 0.05 MILE TO THE STATION ON
 HN0874'THE RIGHT (EAST) SIDE.  IT IS ABOUT 35 FEET EAST OF THE CENTER
 HN0874'LINE OF THE HIGHWAY IN SANDY SOIL.
 HN0874
 HN0874                          STATION RECOVERY (1986)
 HN0874
 HN0874'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RV)
 HN0874'RECOVERED IN GOOD CONDITION.
 HN0874
 HN0874                          STATION RECOVERY (1986)
 HN0874
 HN0874'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DLL)
 HN0874'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0358 ***********************************************************************
 KM0358  DESIGNATION -  MOON
 KM0358  PID         -  KM0358
 KM0358  STATE/COUNTY-  UT/GRAND
 KM0358  COUNTRY     -  US
 KM0358  USGS QUAD   -  TENMILE CANYON SOUTH (2017)
 KM0358
 KM0358                         *CURRENT SURVEY CONTROL
 KM0358  ______________________________________________________________________
 KM0358* NAD 83(1994) POSITION- 39 21 51.56709(N) 109 33 01.62064(W)   ADJUSTED
 KM0358* NAVD 88 ORTHO HEIGHT -  2497.    (meters)     8192.    (feet) SCALED
 KM0358  ______________________________________________________________________
 KM0358  GEOID HEIGHT    -        -17.214 (meters)                     GEOID18
 KM0358  LAPLACE CORR    -          1.29  (seconds)                    DEFLEC18
 KM0358  HORZ ORDER      -  FIRST
 KM0358
 KM0358.The horizontal coordinates were established by classical geodetic methods
 KM0358.and adjusted by the National Geodetic Survey in November 1997.
 KM0358
 KM0358.The orthometric height was scaled from a topographic map.
 KM0358
 KM0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0358.GEOID18 height accuracy estimate available here.
 KM0358
 KM0358.Click photographs - Photos may exist for this station.
 KM0358
 KM0358.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0358
 KM0358. The following values were computed from the NAD 83(1994) position.
 KM0358
 KM0358;                    North         East     Units Scale Factor Converg.
 KM0358;SPC UT C     - 2,116,290.562   667,988.326   MT  0.99993235   +1 14 55.8
 KM0358;SPC UT C     - 6,943,196.62  2,191,558.37   sFT  0.99993235   +1 14 55.8
 KM0358;UTM  12      - 4,358,209.300   624,875.457   MT  0.99979200   +0 55 10.2
 KM0358
 KM0358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0358!SPC UT C     -   0.99961104  x   0.99993235  =   0.99954342
 KM0358!UTM  12      -   0.99961104  x   0.99979200  =   0.99940312
 KM0358
 KM0358:                Primary Azimuth Mark                     Grid Az
 KM0358:SPC UT C     -  MOON AZ MK                               342 12 21.6
 KM0358:UTM  12      -  MOON AZ MK                               342 32 07.2
 KM0358
 KM0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ2487558209(NAD 83)
 KM0358
 KM0358|---------------------------------------------------------------------|
 KM0358| PID    Reference Object                     Distance      Geod. Az  |
 KM0358|                                                           dddmmss.s |
 KM0358| CM7676 MOON RM 1                                          12353     |
 KM0358| CM7675 MOON AZ MK                                         3432717.4 |
 KM0358|---------------------------------------------------------------------|
 KM0358
 KM0358                          SUPERSEDED SURVEY CONTROL
 KM0358
 KM0358  NAD 83(1992)-  39 21 51.53506(N)    109 33 01.60059(W) AD(       ) 1
 KM0358  NAD 83(1986)-  39 21 51.53476(N)    109 33 01.59988(W) AD(       ) 1
 KM0358  NAD 27      -  39 21 51.65200(N)    109 32 59.13800(W) AD(       ) 1
 KM0358
 KM0358.Superseded values are not recommended for survey control.
 KM0358
 KM0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0358.See file dsdata.pdf to determine how the superseded data were derived.
 KM0358
 KM0358_MARKER: DS = TRIANGULATION STATION DISK
 KM0358_SETTING: 0 = UNSPECIFIED SETTING
 KM0358
 KM0358  HISTORY     - Date     Condition        Report By
 KM0358  HISTORY     - 1936     MONUMENTED       CGS
 KM0358
 KM0358                          STATION DESCRIPTION
 KM0358
 KM0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 KM0358'ABOUT 50 MILES S OF OURAY, ON HIGH RIDGE SEPARATING MEADOW CREEK
 KM0358'ON NE AND TEN MILE CREEK ON SW (BOTH TRIBUTARIES OF WILLOW
 KM0358'CREEK), AND ABOUT 9 MILES S OF TRACY MEADOW CREEK RANCH.  REACHED
 KM0358'BY PACK TRAIN FROM TRACY RANCH TO TRACY MEADOW CREEK RANCH.
 KM0358'THENCE UP KELLEY CANYON 3/4 MILE TO MOUTH OF TRAIL CANYON.
 KM0358'CONTINUE DUE S UP TRAIL CANYON KEEPING LEFT MAIN WASH TO
 KM0358'HEAD OF CANYON.  THENCE SSW ABOUT 1 MILE TO STATION AT EDGE OF
 KM0358'SCRUB CEDAR THICKET.  ABOUT 25-MILE PACK.  GUIDE SHOULD BE
 KM0358'HIRED.  MARKED BY STANDARD STATION DISK IN TOP OF 3 1/2-INCH
 KM0358'IRON PIPE PROJECTING ABOUT 10 INCHES ABOVE GROUND.
 KM0358'REFERENCE MARK NO. 1 IS STANDARD DISK IN TOP OF 3 1/2-INCH
 KM0358'IRON PIPE PROJECTING ABOUT 10 INCHES, 20 PACES N OF
 KM0358'BLAZED TREE, AND 14.908 METERS (48.91 FEET) SE OF STATION
 KM0358'S 56 DEG 06 MIN E.  AZIMUTH MARK IS STANDARD DISK
 KM0358'IN ROCK LEDGE, WHICH CAN BE SEEN FROM STATION THROUGH OPENING
 KM0358'IN TREES, 0.5 MILE NW OF STATION N 16 DEG 33 MIN W.
 KM0358'DISTANCES AND BEARINGS FROM STATION TO TWO
 KM0358'BLAZED CEDARS ARE--29 PACES, S 28 DEG 56 MIN W.  AND 47
 KM0358'PACES, S 40 DEG 37 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5496 ***********************************************************************
 DR5496  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5496  DESIGNATION -  MOORE
 DR5496  PID         -  DR5496
 DR5496  STATE/COUNTY-  UT/BOX ELDER
 DR5496  COUNTRY     -  US
 DR5496  USGS QUAD   -  FREMONT ISLAND (2017)
 DR5496
 DR5496                         *CURRENT SURVEY CONTROL
 DR5496  ______________________________________________________________________
 DR5496* NAD 83(2011) POSITION- 41 14 50.05707(N) 112 15 33.03264(W)   ADJUSTED
 DR5496* NAD 83(2011) ELLIP HT-  1275.772 (meters)        (07/08/20)   ADJUSTED
 DR5496* NAD 83(2011) EPOCH   -  2010.00
 DR5496* NAVD 88 ORTHO HEIGHT -  1292.54  (meters)     4240.6   (feet) GPS OBS
 DR5496  ______________________________________________________________________
 DR5496  GEOID HEIGHT    -        -16.749 (meters)                     GEOID18
 DR5496  NAD 83(2011) X  - -1,819,547.543 (meters)                     COMP
 DR5496  NAD 83(2011) Y  - -4,445,535.013 (meters)                     COMP
 DR5496  NAD 83(2011) Z  -  4,183,947.721 (meters)                     COMP
 DR5496  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 DR5496
 DR5496  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5496  Standards:
 DR5496         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5496            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5496  -------------------------------------------------------------------
 DR5496  NETWORK    0.23   0.51           0.10   0.09   0.26      0.00918358
 DR5496  -------------------------------------------------------------------
 DR5496  Click here for local accuracies and other accuracy information.
 DR5496
 DR5496.The horizontal coordinates were established by GPS observations
 DR5496.and adjusted by the National Geodetic Survey in July 2020.
 DR5496
 DR5496.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5496.been affixed to the stable North American tectonic plate. See 
 DR5496.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5496
 DR5496.The horizontal coordinates are valid at the epoch date displayed above
 DR5496.which is a decimal equivalence of Year/Month/Day.
 DR5496
 DR5496.The orthometric height was determined by GPS observations and a
 DR5496.high-resolution geoid model using precise GPS observation and
 DR5496.processing techniques.
 DR5496
 DR5496.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5496.GEOID18 height accuracy estimate available here.
 DR5496
 DR5496.Click photographs - Photos may exist for this station.
 DR5496
 DR5496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5496
 DR5496.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5496
 DR5496.The ellipsoidal height was determined by GPS observations
 DR5496.and is referenced to NAD 83.
 DR5496
 DR5496. The following values were computed from the NAD 83(2011) position.
 DR5496
 DR5496;                    North         East     Units Scale Factor Converg.
 DR5496;SPC UT N     - 1,101,766.892   436,369.439   MT  0.99995684   -0 30 02.0
 DR5496;SPC UT N     - 3,614,713.54  1,431,655.40   sFT  0.99995684   -0 30 02.0
 DR5496;UTM  12      - 4,566,967.833   394,496.970   MT  0.99973699   -0 49 48.9
 DR5496
 DR5496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5496!SPC UT N     -   0.99979993  x   0.99995684  =   0.99975678
 DR5496!UTM  12      -   0.99979993  x   0.99973699  =   0.99953697
 DR5496
 DR5496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL9449666967(NAD 83)
 DR5496
 DR5496                          SUPERSEDED SURVEY CONTROL
 DR5496
 DR5496.No superseded survey control is available for this station.
 DR5496
 DR5496_MARKER: DV = VERTICAL CONTROL DISK
 DR5496_SETTING: 66 = SET IN ROCK OUTCROP
 DR5496_STAMPING: MOORE 2014
 DR5496_MARK LOGO: UT-057
 DR5496_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5496_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR5496+STABILITY: POSITION/ELEVATION WELL
 DR5496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5496+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2014
 DR5496
 DR5496  HISTORY     - Date     Condition        Report By
 DR5496  HISTORY     - 20141210 MONUMENTED       UT-057
 DR5496
 DR5496                          STATION DESCRIPTION
 DR5496
 DR5496'DESCRIBED BY WEBER COUNTY UTAH 2014 (DJM)
 DR5496'THE STATION IS LOCATED ABOUT 13.1 MI (21.1 KM) WEST-NORTHWEST OF ROY
 DR5496'PARK ADDITION SUBDIVISION, 12.3 MI (19.8 KM) WEST-NORTHWEST OF ROY
 DR5496'WEST SUBDIVISION AND 9.7 MI (15.6 KM) WEST-SOUTHWEST OF PLAIN CITY.
 DR5496'OWNERSHIP WEBER COUNTY.
 DR5496'
 DR5496'TO REACH FROM THE INTERSECTION OF 9780 W 900 S OGDEN, UT TURN SOUTH
 DR5496'ONTO A DIRT ROAD 0.3 MI (0.5 KM), AT THE INTERSECTION HEAD WEST ON THE
 DR5496'RAILROAD RIGHT OF WAY, IN 2.2 MI (3.5 KM) TURN NORTH ON SMALL DIRT
 DR5496'ROAD THAT GOES ACROSS THE MUDFLAT, MARK IS UP THE HILL ON A ROCKY
 DR5496'OUTCROPPING IN 0.2 MI (0.3 KM).
 DR5496'
 DR5496'IT IS 333 FT (101.5 M) EAST OF THE CENTERLINE OF A DIRT ROAD, 1.0 FT
 DR5496'(0.3 M) SOUTH OF A FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0451 ***********************************************************************
 LP0451  DESIGNATION -  MORGAN
 LP0451  PID         -  LP0451
 LP0451  STATE/COUNTY-  UT/TOOELE
 LP0451  COUNTRY     -  US
 LP0451  USGS QUAD   -  SOUTH MOUNTAIN (2017)
 LP0451
 LP0451                         *CURRENT SURVEY CONTROL
 LP0451  ______________________________________________________________________
 LP0451* NAD 83(1994) POSITION- 40 23 44.71153(N) 112 25 57.09987(W)   ADJUSTED
 LP0451* NAVD 88 ORTHO HEIGHT -  1617.2   (meters)     5306.    (feet) VERTCON3
 LP0451  ______________________________________________________________________
 LP0451  GEOID HEIGHT    -        -17.551 (meters)                     GEOID18
 LP0451  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 LP0451  HORZ ORDER      -  THIRD
 LP0451
 LP0451.The horizontal coordinates were established by classical geodetic methods
 LP0451.and adjusted by the National Geodetic Survey in November 1997.
 LP0451
 LP0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0451
 LP0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0451.GEOID18 height accuracy estimate available here.
 LP0451
 LP0451.Click photographs - Photos may exist for this station.
 LP0451
 LP0451.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0451
 LP0451. The following values were computed from the NAD 83(1994) position.
 LP0451
 LP0451;                    North         East     Units Scale Factor Converg.
 LP0451;SPC UT C     - 2,229,384.365   420,835.137   MT  0.99994666   -0 35 50.5
 LP0451;SPC UT C     - 7,314,238.54  1,380,689.95   sFT  0.99994666   -0 35 50.5
 LP0451;UTM  12      - 4,472,668.503   378,426.655   MT  0.99978194   -0 55 42.5
 LP0451
 LP0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0451!SPC UT C     -   0.99974912  x   0.99994666  =   0.99969579
 LP0451!UTM  12      -   0.99974912  x   0.99978194  =   0.99953111
 LP0451
 LP0451:                Primary Azimuth Mark                     Grid Az
 LP0451:SPC UT C     -  BILL                                     066 03 22.1
 LP0451:UTM  12      -  BILL                                     066 23 14.1
 LP0451
 LP0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK7842672668(NAD 83)
 LP0451
 LP0451|---------------------------------------------------------------------|
 LP0451| PID    Reference Object                     Distance      Geod. Az  |
 LP0451|                                                           dddmmss.s |
 LP0451| LP0450 BILL                                APPROX. 4.1 KM 0652731.6 |
 LP0451|---------------------------------------------------------------------|
 LP0451
 LP0451                          SUPERSEDED SURVEY CONTROL
 LP0451
 LP0451  NAD 83(1993)-  40 23 44.70783(N)    112 25 57.09341(W) AD(       ) 3
 LP0451  NAD 83(1986)-  40 23 44.70263(N)    112 25 57.09111(W) AD(       ) 3
 LP0451  NAD 27      -  40 23 44.90763(N)    112 25 54.26415(W) AD(       ) 3
 LP0451  NGVD 29 (07/19/86) 1616.1    (m)         5302.     (f) VERT ANG       
 LP0451
 LP0451.Superseded values are not recommended for survey control.
 LP0451
 LP0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0451.See file dsdata.pdf to determine how the superseded data were derived.
 LP0451
 LP0451_MARKER: DD = SURVEY DISK
 LP0451_SETTING: 66 = SET IN ROCK OUTCROP
 LP0451_STAMPING: MORGAN 1955
 LP0451_MARK LOGO: USGS
 LP0451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0451+STABILITY: POSITION/ELEVATION WELL
 LP0451
 LP0451  HISTORY     - Date     Condition        Report By
 LP0451  HISTORY     - 1955     MONUMENTED       USGS
 LP0451
 LP0451                          STATION DESCRIPTION
 LP0451
 LP0451'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LP0451'LOCATED ABOUT 13 MI. SW. OF TOOELE AND 3 MI. NE. OF ST. JOHN, ON
 LP0451'HIGHEST N. END OF LONE SMALL PROMINENT SAGEBRUSH AND ROCKY COVERED
 LP0451'KNOLL.
 LP0451'
 LP0451'TO REACH FROM JUNCTION OF STATE HIGHWAY 36 AND UNION PACIFIC RAILROAD
 LP0451'CROSSING AT THE ST. JOHN RAILROAD STATION WHICH IS ABOUT 5 MI. S. OF
 LP0451'TOOELE, DRIVE RIGHT (NW.) 0.6 MI. TO DIRT T-RD., TURN RIGHT (N.) 1.5
 LP0451'MI. TO Y-RD. BY A FARM HOUSE, TURN LEFT (W.) TOWARD SHEEP CORRAL, GO
 LP0451'0.1 MI. AROUND CORRAL AND HEAD LEFT (NW.) TOWARD TOP, 0.6 MI. AWAY.
 LP0451'(A 4-WHEEL DRIVE CAN BE DRIVEN TO STATION).
 LP0451'
 LP0451'STATION MARK--STANDARD TABLET STAMPED ---MORGAN 1955--- CEMENTED IN
 LP0451'ROCK OUTCROP.
 LP0451'
 LP0451'REFERENCE MARK NO. 1--CHISELED CROSS ON ROCK, 23.17 FT. FROM STATION
 LP0451'MARK, N 72 DEG 10 MIN W.
 LP0451'
 LP0451'REFERENCE MARK NO. 2--CHISELED CROSS ON ROCK, 33.10 FT. FROM STATION
 LP0451'MARK, N 38 DEG 37 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0697 ***********************************************************************
 MR0697  DESIGNATION -  MORGAN
 MR0697  PID         -  MR0697
 MR0697  STATE/COUNTY-  UT/MORGAN
 MR0697  COUNTRY     -  US
 MR0697  USGS QUAD   -  MORGAN (2017)
 MR0697
 MR0697                         *CURRENT SURVEY CONTROL
 MR0697  ______________________________________________________________________
 MR0697* NAD 83(1994) POSITION- 41 02 26.29277(N) 111 44 37.07739(W)   ADJUSTED
 MR0697* NAVD 88 ORTHO HEIGHT -  1737.    (meters)     5699.    (feet) SCALED
 MR0697  ______________________________________________________________________
 MR0697  GEOID HEIGHT    -        -16.241 (meters)                     GEOID18
 MR0697  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 MR0697  HORZ ORDER      -  FIRST
 MR0697
 MR0697.The horizontal coordinates were established by classical geodetic methods
 MR0697.and adjusted by the National Geodetic Survey in November 1997.
 MR0697
 MR0697.The orthometric height was scaled from a topographic map.
 MR0697
 MR0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0697.GEOID18 height accuracy estimate available here.
 MR0697
 MR0697.Click photographs - Photos may exist for this station.
 MR0697
 MR0697.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0697
 MR0697. The following values were computed from the NAD 83(1994) position.
 MR0697
 MR0697;                    North         East     Units Scale Factor Converg.
 MR0697;SPC UT N     - 1,078,574.144   479,515.294   MT  0.99996353   -0 09 38.3
 MR0697;SPC UT N     - 3,538,622.00  1,573,209.76   sFT  0.99996353   -0 09 38.3
 MR0697;UTM  12      - 4,543,534.483   437,497.541   MT  0.99964808   -0 29 17.8
 MR0697
 MR0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0697!SPC UT N     -   0.99973013  x   0.99996353  =   0.99969367
 MR0697!UTM  12      -   0.99973013  x   0.99964808  =   0.99937831
 MR0697
 MR0697:                Primary Azimuth Mark                     Grid Az
 MR0697:SPC UT N     -  MORGAN AZ MK                             125 57 19.8
 MR0697:UTM  12      -  MORGAN AZ MK                             126 16 59.3
 MR0697
 MR0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3749743534(NAD 83)
 MR0697
 MR0697|---------------------------------------------------------------------|
 MR0697| PID    Reference Object                     Distance      Geod. Az  |
 MR0697|                                                           dddmmss.s |
 MR0697| CM5638 MORGAN RM 1                          25.895 METERS 05837     |
 MR0697| CM5637 MORGAN AZ MK                                       1254741.5 |
 MR0697| CM5639 MORGAN RM 2                          30.440 METERS 13315     |
 MR0697|---------------------------------------------------------------------|
 MR0697
 MR0697                          SUPERSEDED SURVEY CONTROL
 MR0697
 MR0697  NAD 83(1993)-  41 02 26.29274(N)    111 44 37.07627(W) AD(       ) 1
 MR0697  NAD 83(1986)-  41 02 26.27999(N)    111 44 37.06607(W) AD(       ) 1
 MR0697  NAD 27      -  41 02 26.47733(N)    111 44 34.29843(W) AD(       ) 1
 MR0697
 MR0697.Superseded values are not recommended for survey control.
 MR0697
 MR0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0697.See file dsdata.pdf to determine how the superseded data were derived.
 MR0697
 MR0697_MARKER: DS = TRIANGULATION STATION DISK
 MR0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0697_STAMPING: MORGAN 1938
 MR0697_MARK LOGO: CGS
 MR0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0697+STABILITY: SURFACE MOTION
 MR0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0697+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2007
 MR0697
 MR0697  HISTORY     - Date     Condition        Report By
 MR0697  HISTORY     - 1938     MONUMENTED       CGS
 MR0697  HISTORY     - 20070907 GOOD             INDIV
 MR0697
 MR0697                          STATION DESCRIPTION
 MR0697
 MR0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 MR0697'STATION IS ABOUT 3-1/2 MILES AIRLINE WEST OF MORGAN, UTAH,
 MR0697'ON THE SUMMIT OF THE HIGHEST HILL OVERLOOKING THE VALLEY
 MR0697'TOWARDS MORGAN, AND 24 FEET WEST OF A NORTH AND SOUTH FENCE
 MR0697'LINE (WIRE FENCE) SEPARATING THE PROPERTY OF BERT THURSTON
 MR0697'AND WM. GILES.
 MR0697'
 MR0697'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MR0697'DISKS SET IN CONCRETE.
 MR0697'
 MR0697'REACHED FROM MORGAN AS FOLLOWS--FROM THE U.P. RAILROAD DEPOT
 MR0697'GO WEST TO THE FIRST CORNER AT THE POST OFFICE.  THENCE TURN
 MR0697'SOUTH AND GO 0.35 MILE CROSSING BRIDGE OVER WEBER RIVER, THEN
 MR0697'CONTINUE 0.2 MILE, TURN RIGHT (WEST) AND GO 1.1 MILES TO ROAD
 MR0697'INTERSECTION (FORKS), TAKE RIGHT FORK AND GO NORTHWEST 1.85
 MR0697'MILES TO THE ENTRANCE OF WM. GILES RANCH YARD (RANCH HOUSE
 MR0697'BUILT OF STONE BLOCKS WITH A BROWN ROOF), TURN LEFT AND
 MR0697'PASS BETWEEN HOUSE AND BARN.  THENCE CONTINUE STRAIGHT AHEAD
 MR0697'ACROSS A SMALL BRIDGE AT BASE OF HILL, THEN TURN RIGHT AND
 MR0697'CONTINUE WESTERLY ON DIRT ROAD 0.45 MILE.  THENCE THRU GATE
 MR0697'AND CONTINUE ACROSS FIELDS W AND SW 0.35 MILE TO GATE
 MR0697'DIVIDING FIELDS, PASS THRU GATE AND CONTINUE SOUTH ACROSS
 MR0697'FIELD (WHEAT) AND UP HILL 0.25 MILE (KEEPING TO EAST OF WATER
 MR0697'BED) TO A FENCE CORNER.  FROM THIS POINT TRUCK TRAVEL IS
 MR0697'DIFFICULT.  CONTINUE ON TO TOP OF RIDGE BY TRAVELING JUST
 MR0697'WEST OF FENCE.  THENCE TURN RIGHT, AND CONTINUE UP RIDGE
 MR0697'ABOUT 0.25 MILE TO HILL TOP AND STATION SITE, WHICH IS 24
 MR0697'FEET W OF FENCE LINE.
 MR0697'
 MR0697'THE AZIMUTH IS A STANDARD DISK AZIMUTH MARK SET IN CONCRETE
 MR0697'IN THE BELL OF A 4-INCH CAST IRON SOIL PIPE.  IT IS LOCATED
 MR0697'ABOUT 0.4 MILE SE ON THE NW END OF FIRST HILL SE OF STATION.
 MR0697'
 MR0697'SILO IN MORGAN, ABOUT 3-1/2 MILES E.  A ROUND GREY STRUCTURE
 MR0697'ABOUT 60 FEET HIGH WITH BLACK PIPE PROJECTING ABOUT 15 FEET
 MR0697'VERTICALLY FROM CENTER OF ROOF (SLOPED ROOF).  BASE OF BLACK
 MR0697'PIPE WAS SIGHTED ON.
 MR0697'
 MR0697'FLAGPOLE IS ATOP THE MORGAN COUNTY COURTHOUSE, A TWO STORY
 MR0697'RED BRICK BUILDING ABOUT 3-1/2 MILES EAST.  POLE IS APPROXIMATELY
 MR0697'IN CENTER OF BUILDING.  BASE OF POLE WAS SIGHTED ON.
 MR0697
 MR0697                          STATION RECOVERY (2007)
 MR0697
 MR0697'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DAB)
 MR0697'DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0593 ***********************************************************************
 JO0593  DESIGNATION -  MORMON GAP
 JO0593  PID         -  JO0593
 JO0593  STATE/COUNTY-  UT/MILLARD
 JO0593  COUNTRY     -  US
 JO0593  USGS QUAD   -  MORMON GAP (2017)
 JO0593
 JO0593                         *CURRENT SURVEY CONTROL
 JO0593  ______________________________________________________________________
 JO0593* NAD 83(1994) POSITION- 38 43 24.53181(N) 113 55 41.36589(W)   ADJUSTED
 JO0593* NAVD 88 ORTHO HEIGHT -  1754.40  (+/-2cm)     5755.9   (feet) VERTCON3
 JO0593  ______________________________________________________________________
 JO0593  GEOID HEIGHT    -        -20.792 (meters)                     GEOID18
 JO0593  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 JO0593  HORZ ORDER      -  THIRD
 JO0593  VERT ORDER      -  THIRD ? (See Below)
 JO0593
 JO0593.The horizontal coordinates were established by classical geodetic methods
 JO0593.and adjusted by the National Geodetic Survey in November 1997.
 JO0593
 JO0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0593
 JO0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0593.GEOID18 height accuracy estimate available here.
 JO0593
 JO0593.The vertical order pertains to the NGVD 29 superseded value.
 JO0593
 JO0593.Click photographs - Photos may exist for this station.
 JO0593
 JO0593.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0593
 JO0593. The following values were computed from the NAD 83(1994) position.
 JO0593
 JO0593;                    North         East     Units Scale Factor Converg.
 JO0593;SPC UT C     - 2,046,182.043   288,849.158   MT  1.00008524   -1 33 19.5
 JO0593;SPC UT C     - 6,713,182.25    947,665.95   sFT  1.00008524   -1 33 19.5
 JO0593;UTM  12      - 4,290,162.868   245,437.466   MT  1.00039807   -1 49 57.8
 JO0593;UTM  11      - 4,290,572.480   767,056.561   MT  1.00047834   +1 55 22.0
 JO0593
 JO0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0593!SPC UT C     -   0.99972807  x   1.00008524  =   0.99981329
 JO0593!UTM  12      -   0.99972807  x   1.00039807  =   1.00012603
 JO0593!UTM  11      -   0.99972807  x   1.00047834  =   1.00020628
 JO0593
 JO0593:                Primary Azimuth Mark                     Grid Az
 JO0593:SPC UT C     -  DESERT                                   078 35 18.4
 JO0593:UTM  12      -  DESERT                                   078 51 56.7
 JO0593:UTM  11      -  DESERT                                   075 06 36.9
 JO0593
 JO0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH4543790162(NAD 83)
 JO0593
 JO0593|---------------------------------------------------------------------|
 JO0593| PID    Reference Object                     Distance      Geod. Az  |
 JO0593|                                                           dddmmss.s |
 JO0593| CM5641 MORMON GAP RM 2                      16.400 METERS 01154     |
 JO0593| JO0597 DESERT                              APPROX.14.6 KM 0770158.9 |
 JO0593| CM5640 MORMON GAP RM 1                      15.154 METERS 20923     |
 JO0593|---------------------------------------------------------------------|
 JO0593
 JO0593                          SUPERSEDED SURVEY CONTROL
 JO0593
 JO0593  NAD 83(1986)-  38 43 24.52632(N)    113 55 41.36736(W) AD(       ) 3
 JO0593  NAD 27      -  38 43 24.69495(N)    113 55 38.43034(W) AD(       ) 3
 JO0593  NGVD 29            1753.21   (m)         5752.0    (f) LEVELING    3  
 JO0593
 JO0593.Superseded values are not recommended for survey control.
 JO0593
 JO0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0593.See file dsdata.pdf to determine how the superseded data were derived.
 JO0593
 JO0593_MARKER: DD = SURVEY DISK
 JO0593_SETTING: 66 = SET IN ROCK OUTCROP
 JO0593_STAMPING: MORMON GAP 1971
 JO0593_MARK LOGO: USGS
 JO0593_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0593+STABILITY: POSITION/ELEVATION WELL
 JO0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0593+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2003
 JO0593
 JO0593  HISTORY     - Date     Condition        Report By
 JO0593  HISTORY     - 1971     MONUMENTED       USGS
 JO0593  HISTORY     - 20030830 GOOD             INDIV
 JO0593
 JO0593                          STATION DESCRIPTION
 JO0593
 JO0593'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0593'RM 1 - RM 2 NOT MEASURED
 JO0593'
 JO0593'LOCATED ABOUT 14 MI SSE. OF GARRISON, UTAH.  ON THE WEST SIDE OF
 JO0593'A SMALL PASS CALLED MORMON GAP.  AT THE HIGHEST POINT OF A SMALL
 JO0593'TOP 300 FT S. OF UTAH HIGHWAY 21.
 JO0593'
 JO0593'TO REACH FROM THE POST OFFICE AT GARRISON, UTAH, FOLLOW UTAH
 JO0593'HIGHWAY 21 SE. FOR 14.1 MI TO A CURVE JUST W. OF MORMON GAP.  TURN
 JO0593'S. OFF THE HWY. AND DRIVE UP A SMALL HILL TO TOP AND STATION.
 JO0593'
 JO0593'STATION MARK--A STANDARD BRONZE TABLET STAMPED MORMON GAP 1971,
 JO0593'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.
 JO0593'
 JO0593'REFERENCE MARK NO. 1--A STANDARD BRONZE TABLET STAMPED MORMON GAP
 JO0593'NO 1 1971, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.
 JO0593'
 JO0593'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET STAMPED MORMON GAP
 JO0593'NO 2 1971, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.
 JO0593
 JO0593                          STATION RECOVERY (2003)
 JO0593
 JO0593'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HDM)
 JO0593'STATION MARK AND BOTH REFERENCE MARKS ARE SET IN ROCK OUTCROPS FLUSH
 JO0593'WITH THE GROUND.  RM1 IS 19 PACES SW OF STATION MARK.  RM2 IS 20 PACES
 JO0593'NE OF STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0346 ***********************************************************************
 JN0346  DESIGNATION -  MORONI
 JN0346  PID         -  JN0346
 JN0346  STATE/COUNTY-  UT/EMERY
 JN0346  COUNTRY     -  US
 JN0346  USGS QUAD   -  THE FRYING PAN (2017)
 JN0346
 JN0346                         *CURRENT SURVEY CONTROL
 JN0346  ______________________________________________________________________
 JN0346* NAD 83(1994) POSITION- 38 35 17.15504(N) 111 01 06.01672(W)   ADJUSTED
 JN0346* NAVD 88 ORTHO HEIGHT -  2085.1   (meters)     6841.    (feet) VERTCON3
 JN0346  ______________________________________________________________________
 JN0346  GEOID HEIGHT    -        -18.896 (meters)                     GEOID18
 JN0346  LAPLACE CORR    -         -4.24  (seconds)                    DEFLEC18
 JN0346  HORZ ORDER      -  THIRD
 JN0346
 JN0346.The horizontal coordinates were established by classical geodetic methods
 JN0346.and adjusted by the National Geodetic Survey in November 1997.
 JN0346
 JN0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0346
 JN0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0346.GEOID18 height accuracy estimate available here.
 JN0346
 JN0346.Click photographs - Photos may exist for this station.
 JN0346
 JN0346.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0346
 JN0346. The following values were computed from the NAD 83(1994) position.
 JN0346
 JN0346;                    North         East     Units Scale Factor Converg.
 JN0346;SPC UT C     - 2,028,398.495   541,970.872   MT  1.00013327   +0 18 30.8
 JN0346;SPC UT C     - 6,654,837.40  1,778,116.10   sFT  1.00013327   +0 18 30.8
 JN0346;UTM  12      - 4,271,069.220   498,402.917   MT  0.99960003   -0 00 41.2
 JN0346
 JN0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0346!SPC UT C     -   0.99967590  x   1.00013327  =   0.99980913
 JN0346!UTM  12      -   0.99967590  x   0.99960003  =   0.99927606
 JN0346
 JN0346:                Primary Azimuth Mark                     Grid Az
 JN0346:SPC UT C     -  TROUGH                                   156 58 04.7
 JN0346:UTM  12      -  TROUGH                                   157 17 16.7
 JN0346
 JN0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH9840271069(NAD 83)
 JN0346
 JN0346|---------------------------------------------------------------------|
 JN0346| PID    Reference Object                     Distance      Geod. Az  |
 JN0346|                                                           dddmmss.s |
 JN0346| JN0488 TROUGH                              APPROX. 6.2 KM 1571635.5 |
 JN0346|---------------------------------------------------------------------|
 JN0346
 JN0346                          SUPERSEDED SURVEY CONTROL
 JN0346
 JN0346  NAD 83(1986)-  38 35 17.14682(N)    111 01 06.01131(W) AD(       ) 3
 JN0346  NAD 27      -  38 35 17.22491(N)    111 01 03.42959(W) AD(       ) 3
 JN0346  NGVD 29 (07/19/86) 2084.0    (m)         6837.     (f) VERT ANG       
 JN0346
 JN0346.Superseded values are not recommended for survey control.
 JN0346
 JN0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0346.See file dsdata.pdf to determine how the superseded data were derived.
 JN0346
 JN0346
 JN0346  HISTORY     - Date     Condition        Report By
 JN0346  HISTORY     - 1952     MONUMENTED       USGS
 JN0346  HISTORY     - 20210403 MARK NOT FOUND   INDIV
 JN0346
 JN0346                          STATION DESCRIPTION
 JN0346
 JN0346'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0346'LOCATED ABOUT 20.5 MI. WSW OF TEMPLE MOUNTAIN AND 6.0 MI. NW. OF
 JN0346'CONFLUENCE OF STARVATION CREEK AND MUDDY RIVER, ON HIGHEST POINT AT
 JN0346'EDGE OF BREAKOFF AND S. OF LARGE DRAIN HEADING AT CEDAR MOUNTAIN.
 JN0346'
 JN0346'STATION REACHED BY HELICOPTER.
 JN0346'
 JN0346'STATION MARK - STANDARD TABLET STAMPED ---MORONI 1952--- SET IN DRILL
 JN0346'HOLE IN BEDROCK.
 JN0346'
 JN0346'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER IN JUNIPER TREE, 30.7 FT.
 JN0346'FROM STATION MARK, S 69 DEG 41 MIN W.
 JN0346'
 JN0346'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER IN JUNIPER TREE, 30.3 FT.
 JN0346'FROM STATION MARK, S 56 DEG 55 MIN E.
 JN0346
 JN0346                          STATION RECOVERY (2021)
 JN0346
 JN0346'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 JN0346'TO REACH FROM I-70, TAKE EXIT 91 SOUTH AND FOLLOW THE MAIN ROAD.  GO
 JN0346'7.3 MI (11.7 KM) TO A Y-INTERSECTION AND VEER LEFT, EAST, ONTO CR920.
 JN0346'CONTINUE EAST AND SOUTH FOR 8.7 MI (14.0 KM).  TURN LEFT ONTO A MINOR
 JN0346'UNNAMED ROAD AND GO 8 MI (12.9 KM).  TAKE THE LEFT FORK AND GO
 JN0346'EAST-SOUTHEAST FOR 5 MI (8.0 KM), THEN TURN LEFT AND FOLLOW THE DIM
 JN0346'ROAD 0.6 MI (1.0 KM) TO THE HIGHEST POINT AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0430 ***********************************************************************
 KN0430  DESIGNATION -  MORONI
 KN0430  PID         -  KN0430
 KN0430  STATE/COUNTY-  UT/SANPETE
 KN0430  COUNTRY     -  US
 KN0430  USGS QUAD   -  FOUNTAIN GREEN SOUTH (2017)
 KN0430
 KN0430                         *CURRENT SURVEY CONTROL
 KN0430  ______________________________________________________________________
 KN0430* NAD 83(1994) POSITION- 39 35 06.00342(N) 111 42 11.46777(W)   ADJUSTED
 KN0430* NAVD 88 ORTHO HEIGHT -  2704.4   (meters)     8873.    (feet) VERTCON3
 KN0430  ______________________________________________________________________
 KN0430  GEOID HEIGHT    -        -17.338 (meters)                     GEOID18
 KN0430  LAPLACE CORR    -         -4.74  (seconds)                    DEFLEC18
 KN0430  HORZ ORDER      -  THIRD
 KN0430
 KN0430.The horizontal coordinates were established by classical geodetic methods
 KN0430.and adjusted by the National Geodetic Survey in November 1997.
 KN0430
 KN0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0430
 KN0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0430.GEOID18 height accuracy estimate available here.
 KN0430
 KN0430.Click photographs - Photos may exist for this station.
 KN0430
 KN0430.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0430
 KN0430. The following values were computed from the NAD 83(1994) position.
 KN0430
 KN0430;                    North         East     Units Scale Factor Converg.
 KN0430;SPC UT C     - 2,138,978.103   482,546.244   MT  0.99990829   -0 07 48.6
 KN0430;SPC UT C     - 7,017,630.66  1,583,153.80   sFT  0.99990829   -0 07 48.6
 KN0430;UTM  12      - 4,381,934.168   439,614.226   MT  0.99964489   -0 26 53.2
 KN0430
 KN0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0430!SPC UT C     -   0.99957861  x   0.99990829  =   0.99948694
 KN0430!UTM  12      -   0.99957861  x   0.99964489  =   0.99922365
 KN0430
 KN0430:                Primary Azimuth Mark                     Grid Az
 KN0430:SPC UT C     -  MAPLE                                    168 07 02.5
 KN0430:UTM  12      -  MAPLE                                    168 26 07.1
 KN0430
 KN0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ3961481934(NAD 83)
 KN0430
 KN0430|---------------------------------------------------------------------|
 KN0430| PID    Reference Object                     Distance      Geod. Az  |
 KN0430|                                                           dddmmss.s |
 KN0430| KN0429 MAPLE                               APPROX. 5.0 KM 1675913.9 |
 KN0430|---------------------------------------------------------------------|
 KN0430
 KN0430                          SUPERSEDED SURVEY CONTROL
 KN0430
 KN0430  NAD 83(1993)-  39 35 05.99359(N)    111 42 11.46130(W) AD(       ) 3
 KN0430  NAD 83(1986)-  39 35 05.99182(N)    111 42 11.46114(W) AD(       ) 3
 KN0430  NAD 27      -  39 35 06.14442(N)    111 42 08.73076(W) AD(       ) 3
 KN0430  NGVD 29 (07/19/86) 2703.0    (m)         8868.     (f) VERT ANG       
 KN0430
 KN0430.Superseded values are not recommended for survey control.
 KN0430
 KN0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0430.See file dsdata.pdf to determine how the superseded data were derived.
 KN0430
 KN0430_MARKER: DD = SURVEY DISK
 KN0430_SETTING: 66 = SET IN ROCK OUTCROP
 KN0430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0430+STABILITY: POSITION/ELEVATION WELL
 KN0430
 KN0430  HISTORY     - Date     Condition        Report By
 KN0430  HISTORY     - 1950     MONUMENTED       USGS
 KN0430
 KN0430                          STATION DESCRIPTION
 KN0430
 KN0430'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KN0430'FROM THE POST OFFICE IN MORONI GO W. ON STATE HIGHWAY AND PAVED COUNTY
 KN0430'RD. 3.0 MI. THEN 2.7 MI. N. AND 0.25 MI. W. TO FREEDOM AND MAPLE
 KN0430'CANYON RD., THEN N. AND W. 3.0 MI. ON MAPLE CANYON RD. 3.0 MI. TO
 KN0430'RECREATION AREA, CONTINUING ON TRACK RD. N. 3.0 MI. TO WHERE THE RD.
 KN0430'TOPS OUT ON CREST AT S. EDGE OF TREES, THEN IMMEDIATELY SE. 0.2 MI. TO
 KN0430'TOP OF HIGH POINT AND STATION, A STANDARD TABLET SET IN A ROCK OUTCROP
 KN0430'LEVEL WITH THE GROUND, NOTE THE STATION TABLET AS WELL AS REFERENCE
 KN0430'MARK NO.1 TABLETS ARE LOOSE IN THEIR DRILL HOLES. THE HOLE FOR
 KN0430'REFERENCE MARK NO.2 WAS FOUND BUT THE TABLET WAS GONE.
 KN0430'
 KN0430'STATION MARK - STANDARD TABLET STAMPED ---MORONI 1950--- SET IN ROCK
 KN0430'IN OLD CAIRN.
 KN0430'
 KN0430'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.1--
 KN0430'CEMENTED IN ROCK, 40.60 FT. FROM STATION MARK AND 2 FT. LOWER,
 KN0430'S 85 DEG 08 MIN W.
 KN0430'
 KN0430'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.2--
 KN0430'CEMENTED IN ROCK, 48.02 FT. FROM STATION MARK, S 65 DEG 03 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5810 ***********************************************************************
 AI5810  CBN         -  This is a Cooperative Base Network Control Station.
 AI5810  DESIGNATION -  MORONI
 AI5810  PID         -  AI5810
 AI5810  STATE/COUNTY-  UT/SANPETE
 AI5810  COUNTRY     -  US
 AI5810  USGS QUAD   -  MORONI (2017)
 AI5810
 AI5810                         *CURRENT SURVEY CONTROL
 AI5810  ______________________________________________________________________
 AI5810* NAD 83(2011) POSITION- 39 33 06.08243(N) 111 34 02.68763(W)   ADJUSTED
 AI5810* NAD 83(2011) ELLIP HT-  1770.481 (meters)        (06/27/12)   ADJUSTED
 AI5810* NAD 83(2011) EPOCH   -  2010.00
 AI5810* NAVD 88 ORTHO HEIGHT -  1787.9   (meters)     5866.    (feet) GPS OBS
 AI5810  ______________________________________________________________________
 AI5810  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5810  GEOID HEIGHT    -        -17.434 (meters)                     GEOID09
 AI5810  GEOID HEIGHT    -        -17.406 (meters)                     GEOID18
 AI5810  NAD 83(2011) X  - -1,810,746.450 (meters)                     COMP
 AI5810  NAD 83(2011) Y  - -4,581,033.939 (meters)                     COMP
 AI5810  NAD 83(2011) Z  -  4,040,857.515 (meters)                     COMP
 AI5810  LAPLACE CORR    -          5.28  (seconds)                    DEFLEC18
 AI5810
 AI5810  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5810  Standards:
 AI5810         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5810            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5810  -------------------------------------------------------------------
 AI5810  NETWORK    0.61   1.29           0.26   0.24   0.66     -0.12731210
 AI5810  -------------------------------------------------------------------
 AI5810  Click here for local accuracies and other accuracy information.
 AI5810
 AI5810.The horizontal coordinates were established by GPS observations
 AI5810.and adjusted by the National Geodetic Survey in June 2012.
 AI5810
 AI5810.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5810.been affixed to the stable North American tectonic plate. See 
 AI5810.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5810
 AI5810.The horizontal coordinates are valid at the epoch date displayed above
 AI5810.which is a decimal equivalence of Year/Month/Day.
 AI5810
 AI5810.The orthometric height was determined by GPS observations and a
 AI5810.high-resolution geoid model.
 AI5810
 AI5810.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5810.GEOID18 height accuracy estimate available here.
 AI5810
 AI5810.Click photographs - Photos may exist for this station.
 AI5810
 AI5810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5810
 AI5810.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5810
 AI5810.The ellipsoidal height was determined by GPS observations
 AI5810.and is referenced to NAD 83.
 AI5810
 AI5810. The following values were computed from the NAD 83(2011) position.
 AI5810
 AI5810;                    North         East     Units Scale Factor Converg.
 AI5810;SPC UT C     - 2,135,262.354   494,206.371   MT  0.99991098   -0 02 35.5
 AI5810;SPC UT C     - 7,005,439.91  1,621,408.74   sFT  0.99991098   -0 02 35.5
 AI5810;UTM  12      - 4,378,154.787   451,250.373   MT  0.99962926   -0 21 40.8
 AI5810
 AI5810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5810!SPC UT C     -   0.99972231  x   0.99991098  =   0.99963332
 AI5810!UTM  12      -   0.99972231  x   0.99962926  =   0.99935168
 AI5810
 AI5810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ5125078154(NAD 83)
 AI5810
 AI5810                          SUPERSEDED SURVEY CONTROL
 AI5810
 AI5810  NAD 83(2007)-  39 33 06.08210(N)    111 34 02.68841(W) AD(2002.00) 0
 AI5810  ELLIP H (02/10/07) 1770.493  (m)                       GP(2002.00)    
 AI5810  NAD 83(1994)-  39 33 06.08165(N)    111 34 02.68785(W) AD(       ) A
 AI5810  ELLIP H (06/28/00) 1770.512  (m)                       GP(       ) 4 1
 AI5810  NAVD 88 (06/28/00) 1787.8    (m)  GEOID99  model used  GPS OBS        
 AI5810
 AI5810.Superseded values are not recommended for survey control.
 AI5810
 AI5810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5810.See file dsdata.pdf to determine how the superseded data were derived.
 AI5810
 AI5810_MARKER: DD = SURVEY DISK
 AI5810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5810_STAMPING: GPS 1999 MORONI
 AI5810_MARK LOGO: GEOCE
 AI5810_PROJECTION: RECESSED 8 CENTIMETERS
 AI5810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5810+STABILITY: SURFACE MOTION
 AI5810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5810+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2020
 AI5810
 AI5810  HISTORY     - Date     Condition        Report By
 AI5810  HISTORY     - 1999     MONUMENTED       GEOCE
 AI5810  HISTORY     - 20200320 GOOD             NONE
 AI5810
 AI5810                          STATION DESCRIPTION
 AI5810
 AI5810'DESCRIBED BY GEOCIVIL ENGINEERS 1999 (LRD)
 AI5810'THE STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 34 T14S R3E
 AI5810'SALT LAKE BASE AND MERIDIAN, ABOUT 14.0 KM (8.70 MI) SOUTHWEST OF
 AI5810'FAIRVIEW, 10.1 KM (6.25 MI) SOUTH-SOUTHEAST OF FOUNTAIN GREEN AND 3.2
 AI5810'KM (2.00 MI) NORTH-NORTHEAST OF MORONI.  OWNERSHIP--UTAH STATE SCHOOL
 AI5810'TRUST.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 116
 AI5810'AND 132 ON THE EAST SIDE OF MORONI, GO WEST THROUGH MORONI AND THEN
 AI5810'NORTH ON HIGHWAY 132 FOR 5.0 KM (3.10 MI) TO THE JUNCTION WITH BLUE
 AI5810'HILLS ROAD, 19500 NORTH, ON THE RIGHT.  TURN RIGHT AND GO EAST ON BLUE
 AI5810'HILLS ROAD FOR 1.4 KM (0.85 MI) TO A FORK IN THE ROAD.  BEAR RIGHT AND
 AI5810'GO SOUTHEAST FOR 1.6 KM (1.00 MI) TO THE TOP OF A RIDGE, 30.5 M (100.1
 AI5810'FT) PAST A TRACK ROAD ON THE LEFT, AND THE STATION ON THE RIGHT.  THE
 AI5810'STATION IS A DISK SET RECESSED IN A 2.4 M (7.9 FT) BY 2.7 M (8.9 FT)
 AI5810'BY 1.4 M (4.6 FT) CONCRETE MONUMENT SITTING ON INDURATED GRAVEL
 AI5810'STRATUM WITH 6 ONE HALF INCH REINFORCING BARS TIED WITH 30 CM (12
 AI5810'INCH) DIAMETER CIRCLE TIES IN THE CENTER AND EXTENDING TO THE BASE OF
 AI5810'THE MONUMENT.  A 1.2 M (3.9 FT) DIAMETER HEX SHAPED AREA WAS FORMED IN
 AI5810'THE CENTER OF THE MONUMENT, THE TOP OF WHICH WAS SET FLUSH WITH OR
 AI5810'SLIGHTLY ABOVE THE SURROUNDING GROUND.  THE DISK IS ACCESSED THROUGH
 AI5810'0.25 M (0.82 FT) DIAMETER MONUMENT RING AND COVER CAST INTO THE CENTER
 AI5810'OF THE CONCRETE MONUMENT.  IT IS 32.3 M (106.0 FT) SOUTH OF A FENCE
 AI5810'LINE IN AN OPEN AREA IN SCATTERED SAGE BRUSH.
 AI5810
 AI5810                          STATION RECOVERY (2020)
 AI5810
 AI5810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2020 (CG)
 AI5810'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0758 ***********************************************************************
 MS0758  DESIGNATION -  MORRIS
 MS0758  PID         -  MS0758
 MS0758  STATE/COUNTY-  UT/BOX ELDER
 MS0758  COUNTRY     -  US
 MS0758  USGS QUAD   -  BLACK BUTTE (2017)
 MS0758
 MS0758                         *CURRENT SURVEY CONTROL
 MS0758  ______________________________________________________________________
 MS0758* NAD 83(1994) POSITION- 41 47 01.67639(N) 113 12 37.43172(W)   ADJUSTED
 MS0758* NAVD 88 ORTHO HEIGHT -  1517.1   (meters)     4977.    (feet) VERTCON3
 MS0758  ______________________________________________________________________
 MS0758  GEOID HEIGHT    -        -15.383 (meters)                     GEOID18
 MS0758  LAPLACE CORR    -         -5.59  (seconds)                    DEFLEC18
 MS0758  HORZ ORDER      -  SECOND
 MS0758
 MS0758.The horizontal coordinates were established by classical geodetic methods
 MS0758.and adjusted by the National Geodetic Survey in November 1997.
 MS0758
 MS0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0758
 MS0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0758.GEOID18 height accuracy estimate available here.
 MS0758
 MS0758.Click photographs - Photos may exist for this station.
 MS0758
 MS0758.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0758
 MS0758. The following values were computed from the NAD 83(1994) position.
 MS0758
 MS0758;                    North         East     Units Scale Factor Converg.
 MS0758;SPC UT N     - 1,162,479.048   357,822.752   MT  1.00000008   -1 07 39.9
 MS0758;SPC UT N     - 3,813,900.01  1,173,956.81   sFT  1.00000008   -1 07 39.9
 MS0758;UTM  12      - 4,628,133.619   316,316.584   MT  1.00001520   -1 28 23.7
 MS0758
 MS0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0758!SPC UT N     -   0.99976452  x   1.00000008  =   0.99976460
 MS0758!UTM  12      -   0.99976452  x   1.00001520  =   0.99977972
 MS0758
 MS0758:                Primary Azimuth Mark                     Grid Az
 MS0758:SPC UT N     -  DUNN                                     313 24 08.7
 MS0758:UTM  12      -  DUNN                                     313 44 52.5
 MS0758
 MS0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM1631628133(NAD 83)
 MS0758
 MS0758|---------------------------------------------------------------------|
 MS0758| PID    Reference Object                     Distance      Geod. Az  |
 MS0758|                                                           dddmmss.s |
 MS0758| CM5643 MORRIS RM 2                           6.665 METERS 19053     |
 MS0758| CM5642 MORRIS RM 1                           7.805 METERS 30017     |
 MS0758| MS0765 DUNN                                APPROX.20.0 KM 3121628.8 |
 MS0758|---------------------------------------------------------------------|
 MS0758
 MS0758                          SUPERSEDED SURVEY CONTROL
 MS0758
 MS0758  NAD 83(1986)-  41 47 01.66502(N)    113 12 37.41619(W) AD(       ) 2
 MS0758  NAD 27      -  41 47 01.95053(N)    113 12 34.44188(W) AD(       ) 2
 MS0758  NGVD 29 (07/19/86) 1516.0    (m)         4974.     (f) VERT ANG       
 MS0758
 MS0758.Superseded values are not recommended for survey control.
 MS0758
 MS0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0758.See file dsdata.pdf to determine how the superseded data were derived.
 MS0758
 MS0758_MARKER: DD = SURVEY DISK
 MS0758_SETTING: 66 = SET IN ROCK OUTCROP
 MS0758_STAMPING: MORRIS 1968
 MS0758_MARK LOGO: USGS
 MS0758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0758+STABILITY: POSITION/ELEVATION WELL
 MS0758
 MS0758  HISTORY     - Date     Condition        Report By
 MS0758  HISTORY     - 1968     MONUMENTED       USGS
 MS0758
 MS0758                          STATION DESCRIPTION
 MS0758
 MS0758'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JMH)
 MS0758'LOCATED ABOUT 15.4 MI. S. AND 0.5 MI. W. OF STREVELL, IDAHO.
 MS0758'ABOUT 2.5 MI. S. AND 6.2 MI. E. OF PARK VALLEY, UTAH.  ABOUT
 MS0758'2.3 MI. S. OF UTAH STATE HIGHWAY 30.  ABOUT 0.2 MI. E. OF A
 MS0758'LOWER, MORE POINTED ROCKY TOP.  ON A CLEAR, ROUNDED ROCKY TOP.
 MS0758'
 MS0758'TO REACH FROM STREVELL, DRIVE SE. ALONG U.S. HIGHWAY 30S FOR
 MS0758'8.6 MI. TO THE JUNCTION WITH UTAH STATE HIGHWAY 30.  TURN RIGHT
 MS0758'ON UTAH STATE HIGHWAY 30 AND DRIVE SW. FOR 17.8 MI. TO T-RD.
 MS0758'S.  TURN LEFT AND FOLLOW DIRT RD. S. AND SE. FOR 2.8 MI. TO
 MS0758'GATE.  CONTINUE SE. ON DIRT RD. FOR 1.3 MI. TO GATE.  CONTINUE
 MS0758'E. ON DIRT RD. FOR 0.2 MI. TO JUNCTION WITH DIM TRACK RD. S.
 MS0758'TURN RIGHT AND FOLLOW DIM RD. SE. FOR 0.5 MI. TO END OF RD. AND
 MS0758'START OFF 4-WHEEL DRIVE.  DRIVE GENERALLY E. CROSS-COUNTRY
 MS0758'UP RIDGE LINE TO E. AND HIGHEST TOP OF TWO TOPS AND THE
 MS0758'STATION.
 MS0758'
 MS0758'STATION MARK--STANDARD USGS STATION MARK TABLET STAMPED MORRIS
 MS0758'1968 CEMENTED IN ROCK OUTCROP.
 MS0758'
 MS0758'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET
 MS0758'STAMPED NO 1 1968 MOUNTED ON COPPER-COATED ROD DRIVEN TO
 MS0758'REFUSAL, AND HAVING A COLLAR OF CEMENT, 0.05 FT. BELOW STATION
 MS0758'MARK.
 MS0758'
 MS0758'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET
 MS0758'STAMPED NO 2 1968 CEMENTED IN ROCK OUTCROP, 0.15 FT. BELOW
 MS0758'STATION MARK.
 MS0758'
 MS0758'AZIMUTH MARK IS THE CENTER OF THE TOP OF THE WINDMILL AT MORRIS
 MS0758'RANCH, WHICH IS NE. OF THE STATION ABOUT 1.6 MI.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0555 ***********************************************************************
 JO0555  DESIGNATION -  MOSCOW
 JO0555  PID         -  JO0555
 JO0555  STATE/COUNTY-  UT/BEAVER
 JO0555  COUNTRY     -  US
 JO0555  USGS QUAD   -  MILFORD FLAT (2017)
 JO0555
 JO0555                         *CURRENT SURVEY CONTROL
 JO0555  ______________________________________________________________________
 JO0555* NAD 83(1994) POSITION- 38 15 03.27649(N) 113 03 56.83507(W)   ADJUSTED
 JO0555* NAVD 88 ORTHO HEIGHT -  1538.92  (+/-2cm)     5048.9   (feet) VERTCON3
 JO0555  ______________________________________________________________________
 JO0555  GEOID HEIGHT    -        -21.222 (meters)                     GEOID18
 JO0555  LAPLACE CORR    -          4.02  (seconds)                    DEFLEC18
 JO0555  HORZ ORDER      -  FIRST
 JO0555  VERT ORDER      -  THIRD ? (See Below)
 JO0555
 JO0555.The horizontal coordinates were established by classical geodetic methods
 JO0555.and adjusted by the National Geodetic Survey in November 1997.
 JO0555
 JO0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0555
 JO0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0555.GEOID18 height accuracy estimate available here.
 JO0555
 JO0555.The vertical order pertains to the NGVD 29 superseded value.
 JO0555
 JO0555.Click photographs - Photos may exist for this station.
 JO0555
 JO0555.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0555
 JO0555. The following values were computed from the NAD 83(1994) position.
 JO0555
 JO0555;                    North         East     Units Scale Factor Converg.
 JO0555;SPC UT S     - 3,176,976.466   362,951.465   MT  0.99998442   -0 57 33.6
 JO0555;SPC UT S     -10,423,130.29  1,190,783.26   sFT  0.99998442   -0 57 33.6
 JO0555;UTM  12      - 4,235,672.551   319,239.841   MT  1.00000242   -1 16 45.4
 JO0555
 JO0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0555!SPC UT S     -   0.99976192  x   0.99998442  =   0.99974634
 JO0555!UTM  12      -   0.99976192  x   1.00000242  =   0.99976433
 JO0555
 JO0555:                Primary Azimuth Mark                     Grid Az
 JO0555:SPC UT S     -  MOSCOW AZ MK                             088 03 09.8
 JO0555:UTM  12      -  MOSCOW AZ MK                             088 22 21.6
 JO0555
 JO0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH1923935672(NAD 83)
 JO0555
 JO0555|---------------------------------------------------------------------|
 JO0555| PID    Reference Object                     Distance      Geod. Az  |
 JO0555|                                                           dddmmss.s |
 JO0555| JO0552 MILFORD AIRPORT BEACON 46           APPROX.19.3 KM 0143446.1 |
 JO0555| CM5644 MOSCOW AZ MK                                       0870536.2 |
 JO0555| CM5645 MOSCOW RM 1                          16.920 METERS 08739     |
 JO0555| CM5646 MOSCOW RM 2                          16.937 METERS 18046     |
 JO0555| JO0565 THERMO A FRAME OVER WELL            APPROX. 9.7 KM 2480051.8 |
 JO0555| JO0564 THERMO UNION PAC RR WATER TANK      APPROX. 9.7 KM 2481003.0 |
 JO0555| JO0572 BLUE PEAK                           APPROX.29.7 KM 2534817.4 |
 JO0555| JO0557 LOS ANGELES SALT LK AWY BN 44       APPROX. 6.7 KM 2812750.9 |
 JO0555|---------------------------------------------------------------------|
 JO0555
 JO0555                          SUPERSEDED SURVEY CONTROL
 JO0555
 JO0555  NAD 83(1986)-  38 15 03.27244(N)    113 03 56.83166(W) AD(       ) 1
 JO0555  NAD 27      -  38 15 03.38600(N)    113 03 53.98800(W) AD(       ) 1
 JO0555  NGVD 29            1537.86   (m)         5045.5    (f) LEVELING    3  
 JO0555
 JO0555.Superseded values are not recommended for survey control.
 JO0555
 JO0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0555.See file dsdata.pdf to determine how the superseded data were derived.
 JO0555
 JO0555_MARKER: DS = TRIANGULATION STATION DISK
 JO0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0555_STAMPING: MOSCOW 1938
 JO0555_MARK LOGO: CGS
 JO0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0555+STABILITY: SURFACE MOTION
 JO0555
 JO0555  HISTORY     - Date     Condition        Report By
 JO0555  HISTORY     - 1938     MONUMENTED       CGS
 JO0555  HISTORY     - 1953     GOOD             FAS
 JO0555  HISTORY     - 1957     GOOD             USGS
 JO0555  HISTORY     - 1970     GOOD             USAF
 JO0555  HISTORY     - 1971     GOOD             USGS
 JO0555
 JO0555                          STATION DESCRIPTION
 JO0555
 JO0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JO0555'STATION LIES ABOUT 8-1/2 MILES WNW OF MINERSVILLE, AND ABOUT
 JO0555'24 MILES W OF BEAVER, AND ABOUT 4 MILES ENE OF THERMO RAILROAD
 JO0555'STATION, AT A SECTION CORNER (NO MARK ON CORNER) OUT IN LOW
 JO0555'SAGEBRUSH-COVERED FLATS.
 JO0555'
 JO0555'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JO0555'BRONZE DISKS IN CONCRETE.
 JO0555'
 JO0555'REACHED FROM BEAVER AS FOLLOWS--FROM INTERSECTION OF U.S. 91
 JO0555'AND UTAH 21 IN BEAVER GO W ON UTAH 21 (ROAD TO MILFORD) 18.0 MILES
 JO0555'TO A FORK AND A SIGN--MINERSVILLE.  THENCE TAKE L FORK 0.3 MILE
 JO0555'TO A MAIN E AND W STREET, THEN TURN R, W, THRU TOWN 0.4 MILE TO A
 JO0555'T ROAD INTERSECTION, TURN R, N, AND GO N AND W ON MAIN GRAVEL
 JO0555'ROAD 1.85 MILES TO A FORK.  THENCE LEAVE MAIN ROAD (L FORK) AND
 JO0555'KEEP STRAIGHT AHEAD, W, ALONG A FENCE 0.25 MILE TO A FORK AT A
 JO0555'FENCE CORNER.  THENCE KEEP STRAIGHT AHEAD ON R FORK, AND GO W
 JO0555'BY N 1.35 MILES ON MAIN ROAD TO ANOTHER FORK, THEN TAKE L FORK,
 JO0555'WNW, 1.4 MILES TO ANOTHER FORK, TAKE R FORK, WNW, 1.95 MILES TO
 JO0555'A TELEPHONE LINE, AND A SMALL RESERVOIR 1/4 MILE ON R, N.
 JO0555'THENCE CONTINUE STRAIGHT AHEAD ON MAIN ROAD, WNW, 0.85 MILE TO
 JO0555'A DIM FORK, TAKE L FORK, W, ON MAIN ROAD 0.4 MILE ALONG S
 JO0555'SIDE OF AN E AND W FENCE TO STATION.
 JO0555'
 JO0555'STATION MARK IS SET ABOUT 80 FEET N OF TRACK ROAD TO STATION,
 JO0555'ABOUT 3-1/2 FEET S OF AN E AND W FENCE LINE, AND ABOUT 3-1/2 FEET
 JO0555'E OF A N AND S FENCE LINE.  MARK PROJECTS ABOUT 6 INCHES ABOVE
 JO0555'GROUND SURFACE.
 JO0555'
 JO0555'REFERENCE MARKS BOTH PROJECT ABOUT 6 INCHES ABOVE GROUND SURFACE,
 JO0555'AND ARE APPROXIMATELY SAME ELEVATION AS STATION MARK.
 JO0555'
 JO0555'AZIMUTH IS A STANDARD AZIMUTH MARK SET IN A CONCRETE POST
 JO0555'PROTRUDING ABOUT 6 INCHES ABOVE GROUND SURFACE ON LINE WITH A
 JO0555'TELEPHONE LINE, AND ABOUT 5 FEET S OF POLE NO. 8354.  IT IS
 JO0555'ABOUT 1 MILE E OF STATION ON A SLIGHT RISE OF GROUND, AND 0.25
 JO0555'MILE N OF A SMALL RESERVOIR.  IT IS ABOUT 30 FEET HIGHER THAN
 JO0555'STATION, AND IS 0.45 MILE N OF ROAD TO STATION WHERE THAT ROAD
 JO0555'CROSSES UNDER TELEPHONE LINE.
 JO0555
 JO0555                          STATION RECOVERY (1953)
 JO0555
 JO0555'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1953
 JO0555'RECOVERED STATION MARK AND REFERENCE MARK NO. 1 AND REFERENCE
 JO0555'MARK NO. 2 IN GOOD CONDITION AS DESCRIBED.
 JO0555
 JO0555                          STATION RECOVERY (1957)
 JO0555
 JO0555'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JO0555'ALL MARKS IN GOOD CONDITION.  A NEW TO REACH
 JO0555'DESCRIPTION AS FOLLOWS
 JO0555'
 JO0555'TO REACH FROM BEAVER POST OFFICE, PROCEED W. ON STATE HIGHWAY 21
 JO0555'(BEAVER TO MILFORD HIGHWAY) FOR 18.0 MI. TO MINERSVILLE JUNCTION,
 JO0555'CONTINUE ON MAIN RD., RIGHT FORK, 3.2 MI. TO T-JUNCTION WITH GRAVEL
 JO0555'RD. W. (THERE IS AN ABANDONED FARMHOUSE WITH DEAD TREES IN NW.
 JO0555'JUNCTION OF T-RD.), TURN LEFT (W.) LEAVING MAIN HIGHWAY AND GO W.
 JO0555'ON GRAVEL RD. 2.8 MI. TO RD. FORKS, TAKE RIGHT FORK (NW.) 0.3 MI.
 JO0555'TO RD. FORKS W., GO W. FOR 3.3 MI. TO CROSSROADS, TURN LEFT (S.)
 JO0555'1.0 MI. TO DIM CROSSROADS AND STATION IS SE. INTERSECTION OF
 JO0555'CROSSROADS.
 JO0555'
 JO0555'STATION MARK--STANDARD USC AND GS STATION MARK DISK, STAMPED
 JO0555'---MOSCOW 1938---, SET IN CONCRETE POST ABOUT 15 FT. E. OF
 JO0555'CENTERLINE OF RD.
 JO0555
 JO0555                          STATION RECOVERY (1970)
 JO0555
 JO0555'RECOVERY NOTE BY US AIR FORCE 1970
 JO0555'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 JO0555'IN GOOD CONDITION.
 JO0555'
 JO0555'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 JO0555'
 JO0555'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND
 JO0555'130, AT THE NORTH EDGE OF MINERSVILLE, UTAH, GO NORTH ON STATE
 JO0555'HIGHWAY 21 FOR 3.15 MILES TO A GRAVEL ROAD LEFT.  TURN LEFT (WEST)
 JO0555'ON THE GRAVEL ROAD FOR 2.8 MILE.  TURN RIGHT (NORTHWEST) ON A
 JO0555'GRAVEL ROAD FOR 0.3 MILE TO A GRAVEL ROAD LEFT.  TURN LEFT (WEST)
 JO0555'FOR 3.3 MILES TO A DIRT ROAD LEFT.  TURN LEFT (SOUTH) ON THE
 JO0555'DIRT ROAD FOR 1.0 MILE TO THE STATION ON THE LEFT (EAST) SIDE OF
 JO0555'THE DIRT ROAD.
 JO0555
 JO0555                          STATION RECOVERY (1971)
 JO0555
 JO0555'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JO0555'INSTRUMENT STAND IS 4.2 FT ABOVE STATION MARK.
 JO0555'
 JO0555'ALL MARKS IN GOOD CONDITION.
 JO0555'
 JO0555'NOTE BY USGS, 1957--NEW TO REACH FOLLOWS--
 JO0555'
 JO0555'TO REACH FROM BEAVER POST OFFICE, PROCEED W. ON STATE HIGHWAY 21
 JO0555'(BEAVER TO MILFORD HIGHWAY) FOR 18.0 MI TO MINERSVILLE JCT.
 JO0555'CONTINUE ON MAIN RD., RIGHT FORK, 3.2 MI TO T-JCT. WITH GRAVEL RD.
 JO0555'W.  (THERE IS AN ABANDONED FARM HOUSE WITH DEAD TREES IN
 JO0555'NORTHWEST JCT. OF T-RD.).  TURN LEFT (W.) LEAVING MAIN HWY. AND
 JO0555'GO W. ON GRAVEL RD. 2.8 MI TO RD. FKS.  TAKE RIGHT FORK (NW.) 0.3
 JO0555'MI TO RD. FKS. W.  GO W. FOR 3.3 MI TO X-RDS.  TURN LEFT (S.)
 JO0555'1.0 MI TO DIM X-RDS. AND STATION IN SOUTHEAST INTERSECTION OF
 JO0555'X-RDS.
 JO0555'
 JO0555'STATION MARK--STANDARD USC AND GS STATION MARK DISK STAMPED MOSCOW
 JO0555'1938 SET IN CONC. POST ABOUT 15 FT E. OF CENTERLINE OF RD.
 JO0555'
 JO0555'REFERENCE MARK NO. 1--STANDARD USC AND GS REFERENCE MARK DISK
 JO0555'STAMPED MOSCOW NO 1 1938 SET IN CONC. POST AT SAME ELEVATION AS
 JO0555'STATION.
 JO0555'
 JO0555'REFERENCE MARK NO. 2--STANDARD USC AND GS REFERENCE MARK TABLET
 JO0555'STAMPED MOSCOW NO 2 1938 SET IN CONC. POST ABOUT 20 FT E. OF
 JO0555'CENTERLINE OF RD. AT SAME ELEVATION AS STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HP0309 ***********************************************************************
 HP0309  DESIGNATION -  MOTOQUA
 HP0309  PID         -  HP0309
 HP0309  STATE/COUNTY-  UT/WASHINGTON
 HP0309  COUNTRY     -  US
 HP0309  USGS QUAD   -  DODGE SPRING (2017)
 HP0309
 HP0309                         *CURRENT SURVEY CONTROL
 HP0309  ______________________________________________________________________
 HP0309* NAD 83(1994) POSITION- 37 20 26.54555(N) 114 02 54.99476(W)   ADJUSTED
 HP0309* NAVD 88 ORTHO HEIGHT -  1451.0   (meters)     4760.    (feet) VERTCON3
 HP0309  ______________________________________________________________________
 HP0309  GEOID HEIGHT    -        -24.392 (meters)                     GEOID18
 HP0309  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 HP0309  HORZ ORDER      -  FIRST
 HP0309
 HP0309.The horizontal coordinates were established by classical geodetic methods
 HP0309.and adjusted by the National Geodetic Survey in November 1997.
 HP0309
 HP0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0309
 HP0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 HP0309.GEOID18 height accuracy estimate available here.
 HP0309
 HP0309.Click photographs - Photos may exist for this station.
 HP0309
 HP0309.The Laplace correction was computed from DEFLEC18 derived deflections.
 HP0309
 HP0309. The following values were computed from the NAD 83(1994) position.
 HP0309
 HP0309;                    North         East     Units Scale Factor Converg.
 HP0309;SPC UT S     - 3,077,884.328   274,192.432   MT  0.99998105   -1 33 41.4
 HP0309;SPC UT S     -10,098,025.50    899,579.67   sFT  0.99998105   -1 33 41.4
 HP0309;UTM  11      - 4,136,755.819   761,457.595   MT  1.00044216   +1 47 28.3
 HP0309;UTM  12      - 4,137,029.663   229,927.816   MT  1.00049857   -1 51 00.9
 HP0309
 HP0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0309!SPC UT S     -   0.99977618  x   0.99998105  =   0.99975723
 HP0309!UTM  11      -   0.99977618  x   1.00044216  =   1.00021824
 HP0309!UTM  12      -   0.99977618  x   1.00049857  =   1.00027464
 HP0309
 HP0309:                Primary Azimuth Mark                     Grid Az
 HP0309:SPC UT S     -  MOTOQUA AZ MK                            074 33 40.1
 HP0309:UTM  11      -  MOTOQUA AZ MK                            071 12 30.4
 HP0309:UTM  12      -  MOTOQUA AZ MK                            074 50 59.6
 HP0309
 HP0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB6145736755(NAD 83)
 HP0309
 HP0309|---------------------------------------------------------------------|
 HP0309| PID    Reference Object                     Distance      Geod. Az  |
 HP0309|                                                           dddmmss.s |
 HP0309| DD5465 MOTOQUA RM 1                          4.689 METERS 04210     |
 HP0309| DD5464 MOTOQUA AZ MK                                      0725958.7 |
 HP0309| HO0635 LOS ANGELES SALT LK AWY BN 36       APPROX.11.8 KM 0890157.1 |
 HP0309| DD5466 MOTOQUA RM 2                          3.682 METERS 15532     |
 HP0309|---------------------------------------------------------------------|
 HP0309
 HP0309                          SUPERSEDED SURVEY CONTROL
 HP0309
 HP0309  NAD 83(1992)-  37 20 26.54144(N)    114 02 54.99451(W) AD(       ) 1
 HP0309  NAD 83(1986)-  37 20 26.54077(N)    114 02 54.99470(W) AD(       ) 1
 HP0309  NAD 27      -  37 20 26.61900(N)    114 02 52.07000(W) AD(       ) 1
 HP0309  NGVD 29 (07/19/86) 1450.0    (m)         4757.     (f) VERT ANG       
 HP0309
 HP0309.Superseded values are not recommended for survey control.
 HP0309
 HP0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0309.See file dsdata.pdf to determine how the superseded data were derived.
 HP0309
 HP0309_MARKER: DS = TRIANGULATION STATION DISK
 HP0309_SETTING: 66 = SET IN ROCK OUTCROP
 HP0309_STAMPING: MOTOQUA 1938
 HP0309_MARK LOGO: CGS
 HP0309_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HP0309+STABILITY: POSITION/ELEVATION WELL
 HP0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0309+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2022
 HP0309
 HP0309  HISTORY     - Date     Condition        Report By
 HP0309  HISTORY     - 1938     MONUMENTED       CGS
 HP0309  HISTORY     - 1944     GOOD             CGS
 HP0309  HISTORY     - 1954     GOOD             CGS
 HP0309  HISTORY     - 1973     GOOD             USGS
 HP0309  HISTORY     - 1974     GOOD             NGS
 HP0309  HISTORY     - 20220816 GOOD             INDIV
 HP0309
 HP0309                          STATION DESCRIPTION
 HP0309
 HP0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HP0309'STATION IS ON THE HIGHEST POINT OF A SMALL ROCKY HILL THAT
 HP0309'LIES ABOUT 30 MILES NW OF ST. GEORGE, UTAH AND ABOUT 4 MILES
 HP0309'NW OF ROAD FORKS IN BEAVER DAM WASH (MOTOQUA POST OFFICE).
 HP0309'IT IS THE MOST N ONE OF FOUR HILLS OF THE SAME APPEARANCE.
 HP0309'THERE IS A MUCH HIGHER ROCKY RIDGE WITH TWO PROMINENT POINTS
 HP0309'ABOUT 1 MILE W OF STATION.
 HP0309'
 HP0309'STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET
 HP0309'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 HP0309'
 HP0309'TO REACH STATION FROM ST. GEORGE, GO NW ON U.S. HIGHWAY 91
 HP0309'FOR 13.2 MILES OR 0.9 MILE PAST ROAD FORK AT INDIAN VILLAGE,
 HP0309'TURN RIGHT (NW) THROUGH GAP IN FENCE AND OVER CATTLE GUARD,
 HP0309'FOLLOW MAIN DIRT ROAD 15.7 MILES TO SIGN GOLDSTRIKE.  KEEP
 HP0309'LEFT FORK 3.75 MILES TO FORK IN BOTTOM OF BEAVER DAM WASH,
 HP0309'TAKE LEFT FORK, DOWNSTREAM, 0.15 MILE.  CROSS WASH AND CONTINUE
 HP0309'UP STEEP GRADE 1 MILE TO FORK IN SMALL WASH, TAKE RIGHT FORK
 HP0309'AND FOLLOW 1.9 MILES, THEN RIGHT FORK (MAIN-TRAVELED ROAD) FOR
 HP0309'2.2 MILES TO SUMMIT OF SMALL GRADE AND END OF TRUCK TRAVEL.
 HP0309'FROM THIS POINT THE STATION IS VISIBLE ABOUT 1/4 MILE SW, A
 HP0309'15-MINUTE PACK.  STATION IS ABOUT 300 YARDS SW OF
 HP0309'NEVADA-UTAH BOUNDARY POST 276.  TOP OF HILL IS ROCKY AND HAS
 HP0309'TWO LARGE ROCKS, ONE ABOUT 8 YARDS NE AND ONE ABOUT 15
 HP0309'YARDS NW OF STATION.  FROM END OF TRUCK TRAVEL THE
 HP0309'AZIMUTH MARK LIES SE ABOUT 0.03 MILE ON A LOW ROCKY
 HP0309'POINT, ABOUT 30 FEET HIGHER THAN THE ROAD.
 HP0309'
 HP0309'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 HP0309
 HP0309                          STATION RECOVERY (1944)
 HP0309
 HP0309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0309'ALL MARKS WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 HP0309'
 HP0309'TO REACH THE STATION FROM BARCLAY, NEVADA, GO E FROM THE
 HP0309'SCHOOLHOUSE ALONG THE VALLEY FOR 0.6 MILE TO A FORK, TAKE
 HP0309'THE RIGHT FORK FOR 0.8 MILE TO ANOTHER FORK, TAKE RIGHT
 HP0309'FORK AND GO 0.15 MILE TO STATION BARCLAY ON THE RIGHT.  CONTINUE
 HP0309'ON BLADED ROAD FOR 17.5 MILES TO SIGN HALL DEER CAMP.  CONTINUE
 HP0309'0.6 MILE TO THE UTAH-NEVADA STATE LINE, THEN CONTINUE 0.8
 HP0309'MILE FURTHER TO THE END OF TRUCK TRAVEL AT THE SUMMIT OF A
 HP0309'SMALL GRADE.  FROM THIS POINT THE STATION IS VISIBLE ABOUT
 HP0309'1/4 MILE SW.  A 15-MINUTE PACK.
 HP0309
 HP0309                          STATION RECOVERY (1954)
 HP0309
 HP0309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 HP0309'RECOVERED.  THE STATION, REFERENCE MARKS, AND AZIMUTH MARK
 HP0309'WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 HP0309
 HP0309                          STATION RECOVERY (1973)
 HP0309
 HP0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WAO)
 HP0309'LOCATED ABOUT 32 MI (AIRLINE) SE OF CALIENTE, NV, 31 MI WNW
 HP0309'OF ST. GEORGE, UT, ABOUT 9 MILES NE OF LIME MOUNTAIN, ON A
 HP0309'LOW BUT PROMINENT TOP ABOUT 0.2 MILES EAST OF THE NEVADA-UTAH
 HP0309'STATE LINE.
 HP0309'
 HP0309'TO REACH FROM MESQUITE POST OFFICE, GO NE ON U.S. HWY 91 FOR
 HP0309'22.4 MI TO CASTLE CLIFF, TURN LEFT ON BLADED DIRT ROAD OVER
 HP0309'CATTLEGUARD IN ROW FENCE AND GO 9.2 MI ON MAIN TRAVELED ROAD
 HP0309'TO FORK AND SIGN LYTLE RANCH, TURN RIGHT AND CONTINUE ON
 HP0309'MAIN TRAVELED RD, CROSSING THRU BEAVER DAM WASH, WESTERLY,
 HP0309'FOR 7.5 MI TO FORK, TURN RIGHT AND GO NORTH ON MAIN TRAVELED
 HP0309'ROAD FOR 5.5 MILES TO FORK, TURN LEFT AND GO NNW ON MAIN
 HP0309'TRAVELED RD, PASSING BY WINDMILL ON LEFT IN WASH, FOR 3.75
 HP0309'MI TO FORK, TAKE RIGHT FORK AND GO NORTH ON BLADED ROAD FOR
 HP0309'8.0 MI TO FORK, TURN RIGHT AND FOLLOW LESSER RD FOR 3.0 MI
 HP0309'TO FORK, TAKE RIGHT FORK AND GO SOUTH AND SE ON TRACK RD
 HP0309'FOR 0.35 MI TO SADDLE.  PACK SE UP RIDGE ABOUT 400 YDS TO
 HP0309'SECOND AND HIGHER OF TWO TOPS AND STATION MARK.
 HP0309
 HP0309                          STATION RECOVERY (1974)
 HP0309
 HP0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WAO)
 HP0309'RECOVERED IN GOOD CONDITION.
 HP0309
 HP0309                          STATION RECOVERY (2022)
 HP0309
 HP0309'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2022 (TWG)
 HP0309'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0379 ***********************************************************************
 JN0379  DESIGNATION -  MOUNT ALICE CAIRN
 JN0379  PID         -  JN0379
 JN0379  STATE/COUNTY-  UT/SEVIER
 JN0379  COUNTRY     -  US
 JN0379  USGS QUAD   -  MOUNT TERRILL (2017)
 JN0379
 JN0379                         *CURRENT SURVEY CONTROL
 JN0379  ______________________________________________________________________
 JN0379* NAD 83(1994) POSITION- 38 40 05.51885(N) 111 38 27.91196(W)   ADJUSTED
 JN0379  ______________________________________________________________________
 JN0379  GEOID HEIGHT    -        -17.186 (meters)                     GEOID18
 JN0379  LAPLACE CORR    -          4.35  (seconds)                    DEFLEC18
 JN0379  HORZ ORDER      -  THIRD
 JN0379
 JN0379.The horizontal coordinates were established by classical geodetic methods
 JN0379.and adjusted by the National Geodetic Survey in November 1997.
 JN0379
 JN0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0379.GEOID18 height accuracy estimate available here.
 JN0379
 JN0379.Click photographs - Photos may exist for this station.
 JN0379
 JN0379.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0379
 JN0379. The following values were computed from the NAD 83(1994) position.
 JN0379
 JN0379;                    North         East     Units Scale Factor Converg.
 JN0379;SPC UT C     - 2,037,188.116   487,720.021   MT  1.00010419   -0 05 25.4
 JN0379;SPC UT C     - 6,683,674.68  1,600,128.10   sFT  1.00010419   -0 05 25.4
 JN0379;UTM  12      - 4,280,152.349   444,228.590   MT  0.99963830   -0 24 02.0
 JN0379
 JN0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH4422880152(NAD 83)
 JN0379
 JN0379                          SUPERSEDED SURVEY CONTROL
 JN0379
 JN0379  NAD 83(1986)-  38 40 05.51644(N)    111 38 27.90896(W) AD(       ) 3
 JN0379  NAD 27      -  38 40 05.62700(N)    111 38 25.22400(W) AD(       ) 3
 JN0379  USSD        -  38 40 06.36400(N)    111 38 25.97300(W) AD(       ) 3
 JN0379
 JN0379.Superseded values are not recommended for survey control.
 JN0379
 JN0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0379.See file dsdata.pdf to determine how the superseded data were derived.
 JN0379
 JN0379_MARKER: 72 = CAIRN
 JN0379
 JN0379  HISTORY     - Date     Condition        Report By
 JN0379  HISTORY     - 1884     FIRST OBSERVED   CGS
 JN0379
 JN0379                          STATION DESCRIPTION
 JN0379
 JN0379'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0469 ***********************************************************************
 JO0469  DESIGNATION -  MOUNT CATHERINE
 JO0469  PID         -  JO0469
 JO0469  STATE/COUNTY-  UT/MILLARD
 JO0469  COUNTRY     -  US
 JO0469  USGS QUAD   -  MOUNT CATHERINE (2017)
 JO0469
 JO0469                         *CURRENT SURVEY CONTROL
 JO0469  ______________________________________________________________________
 JO0469* NAD 83(1994) POSITION- 38 59 38.15164(N) 112 08 23.21669(W)   ADJUSTED
 JO0469* NAVD 88 ORTHO HEIGHT -  3074.5   (meters)    10087.    (feet) VERTCON3
 JO0469  ______________________________________________________________________
 JO0469  GEOID HEIGHT    -        -17.997 (meters)                     GEOID18
 JO0469  LAPLACE CORR    -         -8.13  (seconds)                    DEFLEC18
 JO0469  HORZ ORDER      -  FIRST
 JO0469
 JO0469.The horizontal coordinates were established by classical geodetic methods
 JO0469.and adjusted by the National Geodetic Survey in November 1997.
 JO0469
 JO0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0469
 JO0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0469.GEOID18 height accuracy estimate available here.
 JO0469
 JO0469.Click photographs - Photos may exist for this station.
 JO0469
 JO0469.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0469
 JO0469. The following values were computed from the NAD 83(1994) position.
 JO0469
 JO0469;                    North         East     Units Scale Factor Converg.
 JO0469;SPC UT C     - 2,073,538.724   444,573.373   MT  1.00000569   -0 24 35.4
 JO0469;SPC UT C     - 6,802,934.96  1,458,571.14   sFT  1.00000569   -0 24 35.4
 JO0469;UTM  12      - 4,316,720.915   401,294.441   MT  0.99971997   -0 43 02.1
 JO0469
 JO0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0469!SPC UT C     -   0.99952068  x   1.00000569  =   0.99952637
 JO0469!UTM  12      -   0.99952068  x   0.99971997  =   0.99924078
 JO0469
 JO0469:                Primary Azimuth Mark                     Grid Az
 JO0469:SPC UT C     -  HOLDEN                                   327 54 47.8
 JO0469:UTM  12      -  HOLDEN                                   328 13 14.5
 JO0469
 JO0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ0129416720(NAD 83)
 JO0469
 JO0469|---------------------------------------------------------------------|
 JO0469| PID    Reference Object                     Distance      Geod. Az  |
 JO0469|                                                           dddmmss.s |
 JO0469| KN0416 M 20                                APPROX.13.9 KM 0610859.1 |
 JO0469| JO0466 RED PYRAMID=BEEHIVE                 APPROX. 8.4 KM 1402543.0 |
 JO0469| CM5647 MOUNT CATHERINE RM 1                  5.342 METERS 19046     |
 JO0469| JO0468 LONE TREE CAIRN                      24.576 METERS 25501     |
 JO0469| CM5648 MOUNT CATHERINE RM 2                  5.926 METERS 27137     |
 JO0469| KO0413 HOLDEN                              APPROX.24.2 KM 3273012.4 |
 JO0469| CM5649 MOUNT CATHERINE RM 3                 11.869 METERS 33553     |
 JO0469|---------------------------------------------------------------------|
 JO0469
 JO0469                          SUPERSEDED SURVEY CONTROL
 JO0469
 JO0469  NAD 83(1986)-  38 59 38.14455(N)    112 08 23.21225(W) AD(       ) 1
 JO0469  NAD 27      -  38 59 38.29400(N)    112 08 20.47000(W) AD(       ) 1
 JO0469  USSD        -  38 59 39.05400(N)    112 08 21.23000(W) AD(       ) 3
 JO0469  NGVD 29 (07/19/86) 3073.0    (m)        10082.     (f) VERT ANG       
 JO0469
 JO0469.Superseded values are not recommended for survey control.
 JO0469
 JO0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0469.See file dsdata.pdf to determine how the superseded data were derived.
 JO0469
 JO0469_MARKER: DS = TRIANGULATION STATION DISK
 JO0469_SETTING: 80 = SET IN A BOULDER
 JO0469_STAMPING: MOUNT CATHERINE 1919
 JO0469_MARK LOGO: CGS
 JO0469_PROJECTION: PROJECTING 10 CENTIMETERS
 JO0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0469+STABILITY: SURFACE MOTION
 JO0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0469+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2019
 JO0469
 JO0469  HISTORY     - Date     Condition        Report By
 JO0469  HISTORY     - 1919     MONUMENTED       CGS
 JO0469  HISTORY     - 1947     GOOD             CGS
 JO0469  HISTORY     - 20190825 GOOD             INDIV
 JO0469
 JO0469                          STATION DESCRIPTION
 JO0469
 JO0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (GDC)
 JO0469'NEAR THE STEEP EASTERN FACE OF A BARE KNOLL AT THE HEAD OF
 JO0469'A CANYON OPENING OUT NEAR HERBERTS RANCH.  THE STATION IS BEST
 JO0469'REACHED BY A POOR ROAD UP WILLOW CREEK CANYON FROM SALINA.
 JO0469'A FAINT WAGON ROAD LEADS NORTHWARD FROM THE RIDGE ABOVE WILLOW
 JO0469'CREEK AND CAN BE FOLLOWED TO THE STATION.  STATION MARK IS A
 JO0469'STANDARD DISK.  TWO STANDARD DISK REFERENCE MARKS ARE
 JO0469'RESPECTIVELY, 5.342 METERS (17.53 FEET) DISTANT
 JO0469'AND 5.928 METERS (19.45 FEET) DISTANT
 JO0469'FROM THE STATION.  A ROCK CAIRN IS 24.580
 JO0469'METERS (80.41 FEET) FROM THE STATION S 75 DEG 01 MIN W.
 JO0469
 JO0469                          STATION RECOVERY (1947)
 JO0469
 JO0469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 JO0469'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 JO0469'THE DIRECTION TO THE REFERENCE MARKS WAS FOUND TO BE INCORRECT
 JO0469'WITH NO APPARENT EVIDENCE OF THE STATION MARK BEING MOVED.
 JO0469'A THIRD REFERENCE MARK WAS ESTABLISHED AND NO AZIMUTH MARK
 JO0469'WAS ESTABLISHED AS THERE WAS NO SUITABLE LOCATION.
 JO0469'
 JO0469'THE STATION IS LOCATED NEAR THE STEEP EASTERN FACE OF A BARE
 JO0469'KNOLL AT THE HEAD OF A CANYON OPENING OUT NEAR HERBERTS RANCH
 JO0469'ON THE HIGHEST POINT KNOWN AS JACKS PEAK.  IT SLOPES GENTLY TO THE
 JO0469'NORTH, SOUTH, AND WEST AND DROPS OFF ABRUPTLY TO THE EAST.
 JO0469'IT IS FIFTEEN FEET WEST OF THE EAST BRIM, A BRONZE DISK,
 JO0469'PROJECTS FOUR INCHES, AND IS STAMPED MOUNT CATHERINE
 JO0469'1919.
 JO0469'
 JO0469'REFERENCE MARK NO. 1 IS APPROXIMATELY SIX INCHES LOWER THAN
 JO0469'THE STATION, FIFTEEN FEET WEST OF THE EAST BRIM, A BRONZE
 JO0469'DISK, FLUSH, AND IS STAMPED MOUNT CATHERINE
 JO0469'NO 1 1919.
 JO0469'
 JO0469'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 JO0469'THE STATION, A BRONZE DISK, PROJECTS FOUR
 JO0469'INCHES, AND IS STAMPED MOUNT CATHERINE NO 2 1919.
 JO0469'
 JO0469'REFERENCE MARK NO. 3 IS APPROXIMATELY ONE FOOT LOWER THAN THE
 JO0469'STATION, A BRONZE DISK, PROJECTS FOUR INCHES,
 JO0469'AND IS STAMPED MOUNT CATHERINE NO 3 1919 AND 1947.
 JO0469'
 JO0469'TO REACH FROM THE SERVICE STATION AND POST OFFICE IN SCIPIO.
 JO0469'GO SOUTHEAST ON STATE HIGHWAY NO. 63 FOR 19.2 MILES TO THE
 JO0469'SEVIER COUNTY LINE AND SIGNBOARD (ENTERING SEVIER COUNTY).
 JO0469'CONTINUE FOR 1.95 MILES TO A WHITEPOST ON THE RIGHT AND ROAD
 JO0469'RIGHT.  TURN RIGHT WEST AND FOLLOW MAIN GRADED ROAD FOR 4.0
 JO0469'MILES TO A WHITE GATE.  GO THROUGH GATE AND CONTINUE UP CANYON
 JO0469'FOR 6.55 MILES TO A FORK AND A YELLOW SIGNPOST ON THE LEFT.
 JO0469'TURN RIGHT AND FOLLOW BLADED ROAD FOR 4.5 MILES TO A WHITE
 JO0469'SIGNPOST ON THE RIGHT WITH AN ARROW POINTING TO JACKS PEAK.
 JO0469'AT THIS POINT, LEAVE THE ROAD, BEAR RIGHT CROSSING UNDER
 JO0469'TELEPHONE LINE TO FENCE CORNERS AND TWO WIRE GATES.  GO
 JO0469'THROUGH GATE ON THE RIGHT AND BEAR RIGHT TO CAIRN AND STATION
 JO0469'AS DESCRIBED ABOVE.
 JO0469'
 JO0469'OBSERVED FROM A 1.2 METER TRIPOD.
 JO0469
 JO0469                          STATION RECOVERY (2019)
 JO0469
 JO0469'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (TWG)
 JO0469'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0466 ***********************************************************************
 JN0466  DESIGNATION -  MOUNT ELLEN
 JN0466  PID         -  JN0466
 JN0466  STATE/COUNTY-  UT/GARFIELD
 JN0466  COUNTRY     -  US
 JN0466  USGS QUAD   -  MOUNT ELLEN (2017)
 JN0466
 JN0466                         *CURRENT SURVEY CONTROL
 JN0466  ______________________________________________________________________
 JN0466* NAD 83(1994) POSITION- 38 07 16.42180(N) 110 48 52.49203(W)   ADJUSTED
 JN0466* NAVD 88 ORTHO HEIGHT -  3508.5   (meters)    11511.    (feet) VERTCON3
 JN0466  ______________________________________________________________________
 JN0466  GEOID HEIGHT    -        -19.685 (meters)                     GEOID18
 JN0466  LAPLACE CORR    -        -12.97  (seconds)                    DEFLEC18
 JN0466  HORZ ORDER      -  FIRST
 JN0466
 JN0466.The horizontal coordinates were established by classical geodetic methods
 JN0466.and adjusted by the National Geodetic Survey in November 1997.
 JN0466
 JN0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0466
 JN0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0466.GEOID18 height accuracy estimate available here.
 JN0466
 JN0466.Click photographs - Photos may exist for this station.
 JN0466
 JN0466.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0466
 JN0466. The following values were computed from the NAD 83(1994) position.
 JN0466
 JN0466;                    North         East     Units Scale Factor Converg.
 JN0466;SPC UT S     - 3,161,655.007   560,100.361   MT  0.99996856   +0 25 11.8
 JN0466;SPC UT S     -10,372,863.14  1,837,595.93   sFT  0.99996856   +0 25 11.8
 JN0466;UTM  12      - 4,219,281.923   516,252.454   MT  0.99960325   +0 06 52.1
 JN0466
 JN0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0466!SPC UT S     -   0.99945286  x   0.99996856  =   0.99942144
 JN0466!UTM  12      -   0.99945286  x   0.99960325  =   0.99905633
 JN0466
 JN0466:                Primary Azimuth Mark                     Grid Az
 JN0466:SPC UT S     -  PENNELL                                  173 03 28.2
 JN0466:UTM  12      -  PENNELL                                  173 21 47.9
 JN0466
 JN0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH1625219281(NAD 83)
 JN0466
 JN0466|---------------------------------------------------------------------|
 JN0466| PID    Reference Object                     Distance      Geod. Az  |
 JN0466|                                                           dddmmss.s |
 JN0466| CM7683 MOUNT ELLEN RM 2                      7.254 METERS 11226     |
 JN0466| CM7681 MOUNT ELLEN AZ MK                                  1621805.2 |
 JN0466| HN1004 PENNELL                             APPROX.18.4 KM 1732840.0 |
 JN0466| CM7682 MOUNT ELLEN RM 1                      5.691 METERS 32235     |
 JN0466|---------------------------------------------------------------------|
 JN0466
 JN0466                          SUPERSEDED SURVEY CONTROL
 JN0466
 JN0466  NAD 83(1986)-  38 07 16.41583(N)    110 48 52.49035(W) AD(       ) 1
 JN0466  NAD 27      -  38 07 16.46224(N)    110 48 49.92364(W) AD(       ) 1
 JN0466  USCA        -  38 07 11.14400(N)    110 48 55.80700(W) AD(       ) 3
 JN0466  USSD        -  38 07 17.11500(N)    110 48 50.65700(W) AD(       ) 3
 JN0466  NGVD 29 (07/19/86) 3507.0    (m)        11506.     (f) VERT ANG       
 JN0466
 JN0466.Superseded values are not recommended for survey control.
 JN0466
 JN0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0466.See file dsdata.pdf to determine how the superseded data were derived.
 JN0466
 JN0466_MARKER: B = BOLT
 JN0466_SETTING: 80 = SET IN A BOULDER
 JN0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0466+STABILITY: SURFACE MOTION
 JN0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0466+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2019
 JN0466
 JN0466  HISTORY     - Date     Condition        Report By
 JN0466  HISTORY     - 1891     MONUMENTED       CGS
 JN0466  HISTORY     - 1934     SEE DESCRIPTION  CGS
 JN0466  HISTORY     - 1963     GOOD             CGS
 JN0466  HISTORY     - 20190721 GOOD             INDIV
 JN0466
 JN0466                          STATION DESCRIPTION
 JN0466
 JN0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0466'ON SUMMIT OF MOUNT ELLEN, THE NORTHERNMOST PEAK OF HENRY
 JN0466'MOUNTAINS, AND ON BARREN CONICAL PEAK THE UPPER PART OF WHICH
 JN0466'IS COVERED WITH ROUGH BROKEN PIECES OF GRANITE ROCK.  TO REACH
 JN0466'FROM RICHFIELD, FOLLOW RICHFIELD TO HANKSVILLE HIGHWAY (STATE
 JN0466'ROUTE 24) 100 MILES TO NOTON RANCH, PROCEED SOUTH 3.5 MILES,
 JN0466'TAKE LEFT FORK AND FOLLOW MAIN ROAD 19.8 MILES TO KINGS RANCH,
 JN0466'PROCEED ON WAGON ROAD AND TRAIL TO DURFEYS HOMESTEAD CABIN
 JN0466'WHICH IS ON WESTERN SLOPE OF MOUNTAIN, AND THEN-FOLLOW TRAIL
 JN0466'NORTHEAST ABOUT 3 MILES UP RIDGE TO SUMMIT OF MOUNT ELLEN
 JN0466'AND STATION.  MARKED BY COPPER BOLT IN ROCK EMBEDDED IN
 JN0466'CONCRETE.  A FEW INCHES ABOVE BOLT IS DRILL HOLE IN ANOTHER
 JN0466'ROCK SET BETWEEN BASES OF THREE SMALL BRICK PIERS USED FOR
 JN0466'SUPPORTING THE INSTRUMENT.  IN 1891 STATION WAS NEARLY
 JN0466'SURROUNDED BY RING WALL OF ROCKS 2-1/2 FEET THICK AND 4-1/2 FEET
 JN0466'HIGH, WITH INNER DIAMETER OF 11 FEET AND OUTER DIAMETER OF
 JN0466'16 FEET, REMAINS OF WHICH WERE REPORTED IN EVIDENCE IN
 JN0466'1934.  THREE REFERENCE MARKS (1891), EACH CONSISTING OF A
 JN0466'DRILL HOLE ABOUT 7/8 INCH IN DIAMETER AND 2 INCHES DEEP
 JN0466'FILLED WITH PLASTER OF PARIS IN SOLID SURFACE ROCK, ARE
 JN0466'JUST OUTSIDE RING WALL AT FOLLOWING DISTANCES AND BEARINGS
 JN0466'FROM STATION--2.41 METERS (7.9 FEET), S 23 DEG 35 MIN W.  2.44
 JN0466'METERS (8.0 FEET), N 35 DEG 15 MIN W.  AND 2.39 METERS (7.8
 JN0466'FEET), N 83 DEG 34 MIN E.  IN 1934 TWO STANDARD REFERENCE DISKS
 JN0466'WERE ESTABLISHED IN BEDROCK.  NO. 1 IS
 JN0466'5.690 METERS (18.67 FEET) FROM STATION N 38 DEG 10 MIN W.
 JN0466'NO. 2 IS 7.310 METERS (23.98 FEET) FROM
 JN0466'STATION S 67 DEG 24 MIN E.  MOUNT ELLEN ASTRONOMIC
 JN0466'STATION, MARKED BY BRICK PIER, IS 15.02 METERS (49.3 FEET)
 JN0466'FROM STATION S 05 DEG 20 MIN W.
 JN0466
 JN0466                          STATION RECOVERY (1963)
 JN0466
 JN0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JN0466'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND IN
 JN0466'GOOD CONDITION.  A SHORTER DISTANCE TO REFERENCE MARK 2 WAS
 JN0466'NOTED.  DIFFERENCES IN THE DIRECTIONS TO THE REFERENCE MARKS
 JN0466'WERE NOTED.  THE MOUNT ELLEN ASTRONOMIC STATION HAS BEEN
 JN0466'DESTROYED.  THE ORIGINAL ROUTE TO THE STATION WAS NOT INVESTIGATED,
 JN0466'AS THE STATION WAS REACHED BY HELICOPTER.
 JN0466'
 JN0466'THE STATION IS ON THE SUMMIT OF MOUNT ELLEN, THE NORTHERN-MOST
 JN0466'MOUNTAIN OF THE HENRY MOUNTAINS, ABOUT 27-1/2 MILES NORTHWEST
 JN0466'OF THE HITE FERRY, 18-1/2 MILES SOUTHWEST OF HANKSVILLE AND ABOUT
 JN0466'2 MILES SOUTH OF THE WAYNE AND GARFIELD COUNTY LINE.
 JN0466'
 JN0466'SOUTH-SOUTHWESTERLY ON A TRUE COURSE OF 196 DEGREES FOR ABOUT
 JN0466'18-1/2 MILES TO THE SUMMIT OF THE MOUNTAIN AND THE STATION.
 JN0466'
 JN0466'THE STATION MARK, A COPPER BOLT WHICH BEARS NO STAMPING, IS
 JN0466'SET IN A DRILL HOLE IN A BOULDER AND EMBEDDED IN LEAD.  THE
 JN0466'BOLT PROJECTS ABOUT 1 INCH.  IT IS NEAR THE CENTER OF A SURROUNDING
 JN0466'WALL OF ROCKS WHICH IS ABOUT 2 FEET HIGH AND 3 FEET THICK.
 JN0466'
 JN0466'REFERENCE MARK 1  STAMPED MOUNT ELLEN NO 1 1934,
 JN0466'IS A STANDARD DISK SET IN A DRILL HOLE IN A BOULDER WHICH HAS
 JN0466'SEVERAL SMALLER ROCKS CEMENTED TO IT, FORMING A SQUARE MONUMENT
 JN0466'WHICH PROJECTS 8 INCHES.
 JN0466'
 JN0466'REFERENCE MARK 2, STAMPED MOUNT ELLEN NO 2 1934,
 JN0466'IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK ABOUT 2 FEET
 JN0466'LOWER THAN THE STATION.
 JN0466
 JN0466                          STATION RECOVERY (2019)
 JN0466
 JN0466'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (TWG)
 JN0466'TO REACH FROM HANKSVILLE UT, TAKE 100 EAST AND SOUTH, WHEN ASPHALT
 JN0466'ENDS IN 0.3 MI (0.5 KM) THE ROAD NAME CHANGES TO LONESOME BEAVER ROAD.
 JN0466'CONTINUE SOUTH FOR 23 MI (37.0 KM) TO WICKIUP PASS.  AT WICKIUP PASS
 JN0466'TURN RIGHT (WEST) AND GO 2.7 MI (4.3 KM) TO BULL CREEK PASS AND END OF
 JN0466'VEHICLE TRAVEL.  HIKE NORTH ALONG TRAIL TO SUMMIT AND STATION, ABOUT 3
 JN0466'MI (4.8 KM).
 JN0466'
 JN0466'THE RING WALL SURROUNDING THE STATION MARK HAS BEEN MOSTLY DISMANTLED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0380 ***********************************************************************
 JN0380  DESIGNATION -  MOUNT MARVINE
 JN0380  PID         -  JN0380
 JN0380  STATE/COUNTY-  UT/SEVIER
 JN0380  COUNTRY     -  US
 JN0380  USGS QUAD   -  MOUNT TERRILL (2017)
 JN0380
 JN0380                         *CURRENT SURVEY CONTROL
 JN0380  ______________________________________________________________________
 JN0380* NAD 83(1994) POSITION- 38 40 05.54978(N) 111 38 27.93717(W)   ADJUSTED
 JN0380* NAVD 88 ORTHO HEIGHT -  3537.0   (meters)    11604.    (feet) VERTCON3
 JN0380  ______________________________________________________________________
 JN0380  GEOID HEIGHT    -        -17.186 (meters)                     GEOID18
 JN0380  LAPLACE CORR    -          4.36  (seconds)                    DEFLEC18
 JN0380  HORZ ORDER      -  FIRST
 JN0380
 JN0380.The horizontal coordinates were established by classical geodetic methods
 JN0380.and adjusted by the National Geodetic Survey in November 1997.
 JN0380
 JN0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0380
 JN0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0380.GEOID18 height accuracy estimate available here.
 JN0380
 JN0380.Click photographs - Photos may exist for this station.
 JN0380
 JN0380.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0380
 JN0380. The following values were computed from the NAD 83(1994) position.
 JN0380
 JN0380;                    North         East     Units Scale Factor Converg.
 JN0380;SPC UT C     - 2,037,189.070   487,719.413   MT  1.00010419   -0 05 25.4
 JN0380;SPC UT C     - 6,683,677.81  1,600,126.11   sFT  1.00010419   -0 05 25.4
 JN0380;UTM  12      - 4,280,153.306   444,227.988   MT  0.99963830   -0 24 02.1
 JN0380
 JN0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0380!SPC UT C     -   0.99944803  x   1.00010419  =   0.99955216
 JN0380!UTM  12      -   0.99944803  x   0.99963830  =   0.99908653
 JN0380
 JN0380:                Primary Azimuth Mark                     Grid Az
 JN0380:SPC UT C     -  MONROE 2                                 261 54 24.7
 JN0380:UTM  12      -  MONROE 2                                 262 13 01.4
 JN0380
 JN0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH4422780153(NAD 83)
 JN0380
 JN0380|---------------------------------------------------------------------|
 JN0380| PID    Reference Object                     Distance      Geod. Az  |
 JN0380|                                                           dddmmss.s |
 JN0380| CM5652 MOUNT MARVINE RM 2                    5.048 METERS 15514     |
 JN0380| JO0472 MONROE 2                            APPROX.33.0 KM 2614859.3 |
 JN0380| CM5650 MOUNT MARVINE AZ MK                                2795217.6 |
 JN0380| CM5651 MOUNT MARVINE RM 1                    4.077 METERS 35751     |
 JN0380|---------------------------------------------------------------------|
 JN0380
 JN0380                          SUPERSEDED SURVEY CONTROL
 JN0380
 JN0380  NAD 83(1986)-  38 40 05.54331(N)    111 38 27.93392(W) AD(       ) 1
 JN0380  NAD 27      -  38 40 05.63300(N)    111 38 25.25800(W) AD(       ) 1
 JN0380  USSD        -  38 40 06.36500(N)    111 38 25.98000(W) AD(       ) 3
 JN0380  NGVD 29 (07/19/86) 3535.4    (m)        11599.     (f) VERT ANG       
 JN0380
 JN0380.Superseded values are not recommended for survey control.
 JN0380
 JN0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0380.See file dsdata.pdf to determine how the superseded data were derived.
 JN0380
 JN0380_MARKER: DS = TRIANGULATION STATION DISK
 JN0380_SETTING: 80 = SET IN A BOULDER
 JN0380_STAMPING: MT MARVINE 1919
 JN0380_MARK LOGO: CGS
 JN0380_PROJECTION: FLUSH
 JN0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0380+STABILITY: SURFACE MOTION
 JN0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0380+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2021
 JN0380
 JN0380  HISTORY     - Date     Condition        Report By
 JN0380  HISTORY     - 1919     MONUMENTED       CGS
 JN0380  HISTORY     - 1934     GOOD             CGS
 JN0380  HISTORY     - 1938     GOOD             CGS
 JN0380  HISTORY     - 1968     GOOD             USGS
 JN0380  HISTORY     - 20210619 GOOD             INDIV
 JN0380
 JN0380                          STATION DESCRIPTION
 JN0380
 JN0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0380'ON HIGHEST POINT OF ROCKY RIDGE KNOWN LOCALLY AS SAWTOOTH MT.,
 JN0380'ABOUT 7 MILES N OF FISH LAKE, AND NEAR U.M. PASS IN SEVEN
 JN0380'MILE FLAT.  STATION IS ON SIDE OF OLD CAIRN ESTABLISHED BY
 JN0380'W. EIMBECK IN 1885.  TO REACH FROM SALINA, GO E 2.7 MILES ON
 JN0380'UTAH 10, CROSS TRACKS AND FOLLOW R FORK (MAIN-TRAVELED ROAD)
 JN0380'28.2 MILES TO SIGN FACING S AND READING SAWTOOTH MT. ELEV.
 JN0380'11,601, TURN L INTO DIM ROAD AND GO ABOUT 1 MILE TO END OF TRUCK
 JN0380'TRAVEL, CONTINUE 1/2 MILE UP DRAW IN EASTERLY DIRECTION,
 JN0380'THEN PROCEED S TO TOP OF RIDGE, THEN EASTERLY UP SIDE OF
 JN0380'VERY STEEP ROCKY MOUNTAIN TO HIGHEST POINT AND STATION.
 JN0380'MARKED BY STANDARD STATION DISK IN CONCRETE.  REFERENCE
 JN0380'MARKS ARE PROBABLY STANDARD REFERENCE DISKS IN CONCRETE.  NO.
 JN0380'1 IS 4.068 METERS (13.35 FEET) FROM STATION.
 JN0380'NO. 2 IS 5.048 METERS (16.56 FEET) FROM STATION.
 JN0380
 JN0380                          STATION RECOVERY (1938)
 JN0380
 JN0380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JN0380'ON HIGHEST POINT OF A SHARP, ROCKY RIDGE KNOWN LOCALLY AS
 JN0380'SAWTOOTH MT., ABOUT 7 MILES N OF FISH LAKE, UTAH, AND NEAR
 JN0380'U.M. PASS IN SEVEN MILE FLAT.  STATION IS LOCATED IN FISHLAKE
 JN0380'NATIONAL FOREST.
 JN0380'
 JN0380'TO REACH STATION FROM SALINA, UTAH, GO E ON UTAH 10, 2.7 MILES
 JN0380'TO JUNCTION WITH UTAH 25.  HERE TAKE R FORK, UTAH 25, CROSS OLD
 JN0380'RR TRACKS AND CONTINUE ON MAIN-TRAVELED ROAD 28.8 MILES TO A
 JN0380'SIDE ROAD, L, EASTERLY. THIS ROAD IS 11.8 MILES N OF SKOUGAARDS
 JN0380'RESORT AT FISH LAKE.  HERE LEAVE UTAH 25 AND GO L, EASTERLY, 0.9
 JN0380'MILE TO A SAWMILL.  THENCE KEEP R OF SAWMILL AND CONTINUE
 JN0380'EASTERLY ON TRACK ROAD UP HILL 1.6 MILES TO A FORK ABOUT 40
 JN0380'YARDS BEFORE ARRIVING AT TOP OF RIDGE.  THENCE TAKE R FORK AND
 JN0380'GO SOUTHERLY UP THRU TIMBER 0.2 MILE TO END OF ROAD AND END OF
 JN0380'TRUCK TRAVEL.  FROM HERE PACK SOUTHERLY UP RIDGE AND THEN OVER
 JN0380'BOULDERS ALONG BASE OF A TALUS SLOPE TO A POINT ABOUT 200 FEET S
 JN0380'OF HIGHEST POINT OF SAWTOOTH RIDGE.  HERE CLIMB SLOPE TO W AND
 JN0380'CROSS OVER RIDGE TO WESTERN SIDE AND THEN CLIMB UP ROCKY
 JN0380'CLIFFS, NORTHERLY TO HIGHEST POINT AND STATION SITE.
 JN0380'
 JN0380'REFERENCE MARK NO. 1 IS N OF STATION AT ABOUT SAME ELEVATION.
 JN0380'REFERENCE MARK NO. 2 IS SSE OF STATION AT ABOUT SAME ELEVATION.
 JN0380'THEY ARE STANDARD BRONZE DISKS SET IN OUTCROPPING BEDROCK.
 JN0380'
 JN0380'AZIMUTH MARK IS WNW OF STATION ABOUT 2000 FEET LOWER IN ELEVATION.
 JN0380'IT IS LOCATED IN TOP OF A LARGE BOULDER, BEING A
 JN0380'STANDARD BRONZE DISK, ABOUT 11 PACES S OF ROAD ON SAGEBRUSH FLATS
 JN0380'TO W OF MOUNTAIN.  IT IS 0.1 MILE E OF UTAH 25.
 JN0380'
 JN0380'NOTE--THIS STATION IS SPELLED MOUNT MARVINE IN SPECIAL PUBLICATION
 JN0380'BUT IT IS STAMPED MT MARVINE.  DISTANCE TO R.M. NO. 1 IN SPECIAL
 JN0380'PUBLICATION 209 IS GIVEN AS 4.068 METERS.  CORRECT DISTANCE IS
 JN0380'4.072 METERS.
 JN0380
 JN0380                          STATION RECOVERY (1968)
 JN0380
 JN0380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (ELS)
 JN0380'NOTE BY F.L.S., 1968--ALL MARKS WERE FOUND IN GOOD CONDITION.
 JN0380'
 JN0380'LOCATED ABOUT 17 MI. (AIRLINE) NW. OF KOOSHAREM.  ABOUT 13.5
 JN0380'MI. NNW. OF FREMONT.  ON THE HIGHEST POINT OF ROCKY RIDGE KNOWN
 JN0380'LOCALLY AS SAWTOOTH MT.
 JN0380'
 JN0380'TO REACH FROM FISH LAKE RANGER STATION AT FISH LAKE, DRIVE
 JN0380'NORTHEASTERLY ON MAIN-TRAVELED RD. FOR 7.5 MI. TO MAJOR RD.
 JN0380'FORK N. OF JOHNSON RESERVOIR.  KEEP LEFT ON RD. PARALLELING
 JN0380'SEVEN MILE CREEK FOR 3.5 MI. TO RD. FORK AND SIGN POINTING
 JN0380'TO MT. MARVINE.  TAKE THE RIGHT FORK FOR 1.8 MI. TO A POINT
 JN0380'ABOUT 100 YARDS BELOW THE TOP OF RIDGE.  LEAVE TRUCK AND PACK
 JN0380'SOUTHERLY ACROSS ROCK SLIDES, KEEPING TO W. SIDE OF MOUNTAIN,
 JN0380'TO EARTH AND TREE COVERED SLOPE.  STAY IN TIMBER AND PACK
 JN0380'EASTERLY TO TIMBERLINE.  CONTINUE UPHILL OVER CLIFFS AND ROCK
 JN0380'COVERED SLOPE TO HIGHEST POINT OF TOP AND STATION, ABOUT A
 JN0380'2-1/2 HOUR PACK.
 JN0380
 JN0380                          STATION RECOVERY (2021)
 JN0380
 JN0380'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 JN0380'USE THE 1968 'TO REACH' DIRECTIONS AND MINIMIZE THE BOULDER TRAVERSE
 JN0380'AS IT IS DIFFICULT.  REFERENCE MARK NO. 2 HAS BEEN DESTROYED.  THE
 JN0380'ROCK IT WAS CEMENTED IN FRACTURED AS A RESULT OF FREEZE AND THAW
 JN0380'CONDITIONS.  THE REFERENCE MARK WAS LYING AT THE FOOT OF THE ROCK
 JN0380'ALONG WITH SEVERAL PIECES OF THE FRACTURED ROCK.  REFERENCE MARK NO. 1
 JN0380'AND THE STATION MARK ARE IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0449 ***********************************************************************
 KN0449  DESIGNATION -  MOUNT NEBO
 KN0449  PID         -  KN0449
 KN0449  STATE/COUNTY-  UT/UTAH
 KN0449  COUNTRY     -  US
 KN0449  USGS QUAD   -  MONA (2017)
 KN0449
 KN0449                         *CURRENT SURVEY CONTROL
 KN0449  ______________________________________________________________________
 KN0449* NAD 83(1994) POSITION- 39 48 38.16981(N) 111 45 58.99652(W)   ADJUSTED
 KN0449* NAVD 88 ORTHO HEIGHT -  3619.6   (meters)    11875.    (feet) VERTCON3
 KN0449  ______________________________________________________________________
 KN0449  GEOID HEIGHT    -        -16.882 (meters)                     GEOID18
 KN0449  LAPLACE CORR    -         14.40  (seconds)                    DEFLEC18
 KN0449  HORZ ORDER      -  FIRST
 KN0449
 KN0449.The horizontal coordinates were established by classical geodetic methods
 KN0449.and adjusted by the National Geodetic Survey in November 1997.
 KN0449
 KN0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0449
 KN0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0449.GEOID18 height accuracy estimate available here.
 KN0449
 KN0449.Click photographs - Photos may exist for this station.
 KN0449
 KN0449.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0449
 KN0449. The following values were computed from the NAD 83(1994) position.
 KN0449
 KN0449;                    North         East     Units Scale Factor Converg.
 KN0449;SPC UT C     - 2,164,038.097   477,191.724   MT  0.99989891   -0 10 14.3
 KN0449;SPC UT C     - 7,099,848.32  1,565,586.51   sFT  0.99989891   -0 10 14.3
 KN0449;UTM  12      - 4,407,017.224   434,400.621   MT  0.99965298   -0 29 26.5
 KN0449
 KN0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0449!SPC UT C     -   0.99943511  x   0.99989891  =   0.99933408
 KN0449!UTM  12      -   0.99943511  x   0.99965298  =   0.99908829
 KN0449
 KN0449:                Primary Azimuth Mark                     Grid Az
 KN0449:SPC UT C     -  MOUNT NEBO AZ MK 2                       160 15 02.5
 KN0449:UTM  12      -  MOUNT NEBO AZ MK 2                       160 34 14.7
 KN0449
 KN0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK3440007017(NAD 83)
 KN0449
 KN0449|---------------------------------------------------------------------|
 KN0449| PID    Reference Object                     Distance      Geod. Az  |
 KN0449|                                                           dddmmss.s |
 KN0449| LO0870 LONE PEAK NEEDLE                    APPROX.79.5 KM 0003742.6 |
 KN0449| CM5653 MOUNT NEBO AZ MK                                   0052853.1 |
 KN0449| LO0772 SPRINGVILLE PEAK MONUMENT           APPROX.51.4 KM 0201801.7 |
 KN0449| CM5655 MOUNT NEBO RM 1                       2.250 METERS 02450     |
 KN0449| LO0778 SPANISH FORK CAIRN                  APPROX.36.9 KM 0332633.2 |
 KN0449| LO1098 STRAWBERRY NORTH SUMMIT             APPROX.71.8 KM 0681734.5 |
 KN0449| KN0424 MOUNT BALDY                         APPROX.17.1 KM 1090524.6 |
 KN0449| CM5657 MOUNT NEBO RM 2 RESET                17.123 METERS 13718     |
 KN0449| CM5656 MOUNT NEBO RM 2                       1.756 METERS 14220     |
 KN0449| KN0428 SUGAR FACTORY NR MORONI HI STK      APPROX.37.9 KM 1551350.9 |
 KN0449| CM5654 MOUNT NEBO AZ MK 2                                 1600448.2 |
 KN0449| JO0466 RED PYRAMID=BEEHIVE                                1953407.1 |
 KN0449| JO0521 MILFORD NEEDLE                                     2100920.9 |
 KN0449| KO0408 SOUTH SCIPIO CAIRN                  APPROX.68.2 KM 2130148.1 |
 KN0449| KO0454 SAWTOOTH MOUNTAIN=KNOTCH PEAK                      2425147.0 |
 KN0449| KO0455 ANTELOPE MOUNTAIN=SWASEY PEAK                      2510509.4 |
 KN0449| KP0313 MOUNT MORIAH CAIRN                                 2545059.0 |
 KN0449| LP0404 OQUIRRH                             APPROX.96.1 KM 3381413.6 |
 KN0449| LO0874 DRAPER                              APPROX.78.1 KM 3584338.3 |
 KN0449|---------------------------------------------------------------------|
 KN0449
 KN0449                          SUPERSEDED SURVEY CONTROL
 KN0449
 KN0449  NAD 83(1986)-  39 48 38.15697(N)    111 45 58.99009(W) AD(       ) 1
 KN0449  NAD 27      -  39 48 38.31600(N)    111 45 56.23500(W) AD(       ) 1
 KN0449  USCA        -  39 48 32.92300(N)    111 46 02.13300(W) AD(       ) 3
 KN0449  USSD        -  39 48 39.11300(N)    111 45 56.91800(W) AD(       ) 3
 KN0449  NGVD 29 (07/19/86) 3618.2    (m)        11871.     (f) VERT ANG       
 KN0449
 KN0449.Superseded values are not recommended for survey control.
 KN0449
 KN0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0449.See file dsdata.pdf to determine how the superseded data were derived.
 KN0449
 KN0449_MARKER: B = BOLT
 KN0449_SETTING: 66 = SET IN ROCK OUTCROP
 KN0449
 KN0449  HISTORY     - Date     Condition        Report By
 KN0449  HISTORY     - 1887     MONUMENTED       CGS
 KN0449  HISTORY     - 1919     GOOD             CGS
 KN0449  HISTORY     - 1937     GOOD             CGS
 KN0449  HISTORY     - 1938     GOOD             CGS
 KN0449  HISTORY     - 1938     GOOD             CGS
 KN0449  HISTORY     - 1947     GOOD             CGS
 KN0449  HISTORY     - 1947     GOOD             USGS
 KN0449
 KN0449                          STATION DESCRIPTION
 KN0449
 KN0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 KN0449'ON THE SOUTHERNMOST SUMMIT OF MOUNT NEBO.  A TRAIL FROM WILLOW
 KN0449'CREEK RANGER STATION UP THE OLD ROCK QUARRY RAILROAD GRADE
 KN0449'AND ON UP A WOODED RIDGE PASSES TO THE LEFT OF NORTH BASIN.
 KN0449'THE STATION IS MARKED BY A COPPER BOLT IN A DRILL HOLE IN
 KN0449'SOLID ROCK.  THREE SMALL BRICK PIERS USED IN MOUNTING THE
 KN0449'INSTRUMENT ARE ABOUT THE STATION AND THESE IN TURN ARE NEARLY
 KN0449'SURROUNDED BY A RING WALL OF ROCKS 10 OR 12 FEET IN DIAMETER.
 KN0449'FOUR REFERENCE MARKS, EACH A DRILL HOLE IN THE ROCK, ARE JUST
 KN0449'OUTSIDE THE WALL AT THE FOLLOWING DISTANCES AND AZIMUTHS
 KN0449'FROM THE STATION--2.56 METERS (8.40 FEET), S 38 DEG 01 MIN W.
 KN0449'2.66 METERS (8.73 FEET), N 58 DEG 40 MIN W.  4.25 METERS
 KN0449'(13.94 FEET), N 24 DEG 16 MIN E.  AND 3.32 METERS (10.89
 KN0449'FEET), S 50 DEG 21 MIN E.  TWO STANDARD DISK REFERENCE MARKS
 KN0449'ARE AT THE FOLLOWING DISTANCES AND AZIMUTHS FROM THE
 KN0449'STATION--2.280 METERS (7.48 FEET), S 22 DEG 25 MIN W.  AND
 KN0449'1.756 METERS (5.79 FEET), N 19 DEG 54 MIN W.  MOUNT NEBO
 KN0449'ASTRONOMIC STATION, MARKED BY A BRICK PIER, IS 23.25
 KN0449'METERS (76.3 FEET) FROM THE STATION S 38 DEG 25 MIN E.
 KN0449'MIN.  THE VERTICAL-CIRCLE STATION IS 4.60 METERS (15.1
 KN0449'FEET) FROM THE STATION S 49 DEG 00 MIN W.  RHE
 KN0449'LATITUDE PIER IS PARTLY SURROUNDED BY A SQUARE ROCK WALL,
 KN0449'AND THE VERTICAL-CIRCLE STATION BY A CIRCULAR WALL SIMILAR
 KN0449'TO THAT ABOUT THE STATION BUT SMALLER.
 KN0449
 KN0449                          STATION RECOVERY (1937)
 KN0449
 KN0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KN0449'STATION LOCATED ABOUT 8 MILES NE OF NEPHI AND ABOUT 5 MILES
 KN0449'DUE E OF MONA ON LANDS OF THE UINTA NATIONAL FOREST AND ON THE
 KN0449'S OF THE THREE PEAKS OF MOUNT NEBO.
 KN0449'
 KN0449'REFERENCE MARK 1 (SET IN 1919) AND STATION MARK GOOD.
 KN0449'
 KN0449'REFERENCE MARK 2 (ORIGINAL) DESTROYED.  NEW REFERENCE MARK
 KN0449'2 SET IN OUTCROP ABOUT 10 YARDS SE OF STATION AND 3 FEET IN
 KN0449'ELEVATION BELOW STATION.
 KN0449'
 KN0449'AZIMUTH MARK, A BRONZE REFERENCE DISK, STAMPED AZIMUTH, SET
 KN0449'IN OUTCROP ABOUT 0.3 MILE S OF STATION, ON A POINT OF ROCKY
 KN0449'RIDGE EXTENDING S FROM FLAT AREA AT BASE OF PEAK PROPER, AND
 KN0449'ABOUT 20 YARDS E OF TRAIL TO STATION.
 KN0449'
 KN0449'OLD MARKS STAMPED MOUNT NEBO 1887 1919.  NEW MARKS STAMPED
 KN0449'MOUNT NEBO 1887 1937.
 KN0449'
 KN0449'LIGHTS WERE SHOWN FROM THIS STATION BUT IT WAS NOT OCCUPIED
 KN0449'BY OBSERVING PARTY.
 KN0449'
 KN0449'NOTE--THE AZIMUTH MARK AND REFERENCE MARK 2, SET IN 1937, HAVE
 KN0449'NOT BEEN TIED IN.
 KN0449
 KN0449                          STATION RECOVERY (1938)
 KN0449
 KN0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0449'STATION MARK AND ONE REFERENCE MARK FOUND IN GOOD CONDITION,
 KN0449'OTHER OLD REFERENCE MARK DESTROYED.  REFERENCE MARK, STAMPED
 KN0449'NO. 1 1887 1919, FOUND TO BE IN ERROR IN DISTANCE AND AZIMUTH.
 KN0449'NEW REFERENCE MARK (NO. 2) ESTABLISHED SSE BUT DUE TO DEEP
 KN0449'SNOW BANKS DISTANCE AND DIRECTION NOT OBTAINED.  AZIMUTH
 KN0449'MARK ESTABLISHED ABOUT 1/2 MILE S OF STATION ON FIRST ROCKY
 KN0449'POINT OF MAIN RIDGE.  DIRECTION NOT OBTAINED ON ACCOUNT OF
 KN0449'DEEP SNOW BANK.
 KN0449'
 KN0449'STATION IS ON THE HIGHEST POINT OF THE S OF THE THREE PEAKS
 KN0449'OF MOUNT NEBO.  IT LIES ABOUT 8 MILES NE OF NEPHI AND ABOUT
 KN0449'5 MILES E OF MONA, AND IS IN THE UINTA NATIONAL FOREST.  IT
 KN0449'IS 11,871 FEET IN ELEVATION.
 KN0449'
 KN0449'REACHED FROM NEPHI AS FOLLOWS, GO E ON U.S. HIGHWAY 189 FOR
 KN0449'5.95 MILES, TURN LEFT ON GRAVEL ROAD AT SIGN NEBO RECREATIONAL
 KN0449'AREA, GO 3.4 MILES AND TAKE LEFT FORK, GO 0.75 MILE TO MOUNT
 KN0449'NEBO RANGER STATION.  FROM RANGER STATION GO N ON MAIN ROAD
 KN0449'0.2 MILE, TURN LEFT AT NEBO TRAIL SIGN, FOLLOW TRAIL UP S SIDE
 KN0449'OF CREEK ABOUT 0.5 MILE TO OLD QUARRY, CONTINUE W ABOUT
 KN0449'150 YARDS THEN CROSS TO N SIDE OF CREEK AND FOLLOW TRAIL ABOUT
 KN0449'1.5 MILES TO A SMALL GRASS FLAT, KEEP STRAIGHT AHEAD ON TRAIL
 KN0449'UP STEEP SLOPE TO SUMMIT COVERED WITH ASPENS.  TRAIL KEEPS
 KN0449'JUST TO RIGHT OF SUMMIT, DESCENDS SLIGHTLY, THEN KEEPS TO
 KN0449'RIGHT OF A SHARP ROCKY PEAK TO TOP OF ROCKY RIDGE.  IT
 KN0449'FOLLOWS ALONG THIS RIDGE TO SIGN ON TREE WATER 1/4 MILE.
 KN0449'TRAIL BEARS TO RIGHT THROUGH TIMBER 1/4 MILE TO FORKS OF
 KN0449'STREAM, THEN CLIMBS BY SWITCH-BACKS UP RIDGE TO N, THEN
 KN0449'W UP RIDGE AND BEARS RIGHT THROUGH TIMBER UNDER
 KN0449'OVERHANGING CLIFFS TO LEFT.  AFTER CROSSING SECOND SMALL
 KN0449'GULLY, TURN LEFT UP STEEP TRAIL AND FOLLOW IT TO TOP OF MAIN
 KN0449'RIDGE, TURN N AND FOLLOW TRAIL ALONG RIDGE TO STATION.
 KN0449'TOTAL DISTANCE ON TRAIL IS ABOUT 6 MILES AND A 5,000-FOOT
 KN0449'CLIMB.  WOULD BE 8- TO 10-HOUR PACK OR ABOUT 5 HOURS WITH
 KN0449'HORSES.  HORSES CAN BE OBTAINED FROM A.P. CHRISTENSEN, FOREST
 KN0449'RANGER, AT NEPHI.  TRUCK MAY BE DRIVEN FROM THE RANGER
 KN0449'STATION TO OLD QUARRY MENTIONED, ABOUT 0.8 MILE.
 KN0449
 KN0449                          STATION RECOVERY (1938)
 KN0449
 KN0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0449'STATION IS LOCATED ABOUT 8 MILES NNE OF THE TOWN OF NEPHI,
 KN0449'ABOUT 14 MILES NNW OF THE TOWN OF FOUNTAIN GREEN ON THE LANDS
 KN0449'OF THE UINTA NATIONAL FOREST, AND ON THE MOST S OF THE THREE
 KN0449'PEAKS OF MOUNT NEBO.
 KN0449'
 KN0449'STATION MARK IS SET IN BEDROCK FLUSH WITH THE GROUND SURFACE,
 KN0449'ON THE HIGHEST POINT OF THE PEAK, AND IS MARKED MOUNT NEBO
 KN0449'1887 1919.  THE MARK WAS FOUND TO BE IN GOOD CONDITION.
 KN0449'
 KN0449'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN WHAT WAS
 KN0449'APPARENTLY A BOULDER PROJECTING FROM THE BEDROCK OF THE PEAK.
 KN0449'THE BOULDER WAS ABOUT 8 BY 12 INCHES AND PROJECTED ABOUT 8
 KN0449'INCHES FROM THE GROUND.  THE MARK IS STAMPED MOUNT NEBO 1887
 KN0449'1919 IS APPROXIMATELY THE SAME ELEVATION AS THE STATION, AND
 KN0449'IS IN GOOD CONDITION.
 KN0449'
 KN0449'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET ON A BEDROCK
 KN0449'OUTCROP ABOUT 3 FEET LOWER THAN THE STATION.  THE MARK IS
 KN0449'STAMPED MOUNT NEBO 1887 1937 AND IS IN GOOD CONDITION.
 KN0449'
 KN0449'AZIMUTH MARK IS A BRONZE REFERENCE DISK SET IN A ROCK OUTCROP.
 KN0449'THE OUTCROP IS 1-BY 2-FOOT, RECTILINEAR-SHAPED, AND ABOUT
 KN0449'1 FOOT HIGH.  THE MARK IS ABOUT 1/3 MILE SSE OF THE STATION,
 KN0449'ABOUT 500 FEET LOWER, ABOUT 50 FEET E OF THE TRAIL, ABOUT
 KN0449'10 FEET W OF THE E EDGE OF THE RIDGE, AND ON THE S SIDE OF
 KN0449'A LOW KNOLL ABOUT 200 YARDS S OF THE BASE OF THE PEAK.  THE MARK
 KN0449'IS STAMPED MOUNT NEBO AZIMUTH 1887 1937 AND IS IN GOOD
 KN0449'CONDITION.
 KN0449'
 KN0449'THE STATION IS REACHED FROM EITHER NEPHI OR FOUNTAIN GREEN.
 KN0449'FROM FOUNTAIN GREEN AS FOLLOWS--FROM THE POST OFFICE FOLLOW
 KN0449'U.S. HIGHWAY 189 N AND NW 8.6 MILES TO A GRAVELED ROAD LEADING
 KN0449'N AND A SIGN MT. NEBO RECREATIONAL AREA.  TURN RIGHT (N)
 KN0449'ON THIS ROAD, GO 3.4 MILES TO FORK, TAKE LEFT FORK AND GO
 KN0449'0.75 MILE TO THE MOUNT NEBO RANGER STATION.  IT IS BEST THAT
 KN0449'INQUIRY BE MADE AT THE RANGER STATION AS TO THE CONDITION
 KN0449'AND ROUTE OF THE TRAIL TO THE STATION, ALSO AS TO WHERE
 KN0449'HORSES MAY BE PROCURED.  FROM THE RANGER STATION, CONTINUE
 KN0449'ON THE MAIN ROAD (N) 0.2 MILE TO A TRAIL AT THE LEFT (W)
 KN0449'AND MT. NEBO TRAIL SIGN JUST AFTER CROSSING A BRIDGE, TURN
 KN0449'LEFT AND FOLLOW MT. NEBO TRAIL (TRACK ROAD) ABOUT 0.5 MILE
 KN0449'UP CANYON TO A WASHED-OUT BRIDGE AND END OF TRUCK TRAVEL.
 KN0449'FROM THIS POINT PACK ON UP CANYON ABOUT 0.4 MILE TO AN
 KN0449'OLD STONE QUARRY (RED SANDSTONE), THENCE TAKE OFF RIGHT
 KN0449'(N) UP SIDE OF RIDGE, FOLLOW UP THE RIDGE (SWITCH-BACK
 KN0449'TRAIL) ABOUT 3 MILES (ALONG FOREST SERVICE TRAIL).  THENCE
 KN0449'THE TRAIL BEARS RIGHT ACROSS A HEAD OF A CANYON AND UP
 KN0449'ANOTHER RIDGE (ON THE N SIDE OF CANYON) FOR ABOUT 1-1/2
 KN0449'MILES TO THE TOP OF THE MAIN RIDGE OF MT. NEBO.  THENCE
 KN0449'BEAR RIGHT (N) ALONG THIS RIDGE FOR ABOUT 1-1/2 MILES TO A
 KN0449'HIGH CONE-SHAPED PEAK, CLIMB THIS PEAK TO ITS SUMMIT AND
 KN0449'THE STATION.
 KN0449'
 KN0449'THE STACK OBSERVED IS ABOUT 2 MILES S OF MORONI, UTAH, AND
 KN0449'IS ABOUT 150 FEET IN HEIGHT AND ABOUT 15 FEET IN DIAMETER
 KN0449'AT THE TOP.  OBSERVATIONS WERE TAKEN ON THE TOP OF THE
 KN0449'STACK.
 KN0449'
 KN0449'THE CAIRN OBSERVED IS ABOUT 1 MILE N ON A PEAK ABOUT THE
 KN0449'SAME ELEVATION AS THE STATION.  THE CAIRN APPEARED TO BE ABOUT
 KN0449'4 FEET HIGH.  OBSERVATIONS WERE TAKEN ON THE CENTER.
 KN0449
 KN0449                          STATION RECOVERY (1947)
 KN0449
 KN0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KN0449'THE STATION AND ALL REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 KN0449'AS DESCRIBED WITH THE EXCEPTION OF DIFFERENCE IN DISTANCE TO
 KN0449'BOTH REFERENCE MARKS, THE CORRECT DISTANCES LISTED BELOW.
 KN0449'
 KN0449'THE STATION IS LOCATED 8 MILES AIR LINE NORTHEAST OF NEPHI, 5
 KN0449'MILES AIR LINE EAST OF MONA, ON THE SOUTHERN MOST OF THE
 KN0449'THREE PEAKS OF MOUNT NEBO WHICH IS IN THE UINTAH NATIONAL
 KN0449'FOREST, ON THE HIGHEST POINT, 4 FEET NORTHEAST OF A 6 FOOT
 KN0449'ROCK CAIRN, SET FLUSH AND IS STAMPED MOUNT NEBO 1887-1919.
 KN0449'
 KN0449'REFERENCE MARK NO. 1 IS A BRONZE DISK, PROJECTS
 KN0449'4 INCHES AND IS APPROXIMATELY THE SAME ELEVATION AS STATION,
 KN0449'STAMPED MOUNT NEBO NO 1 1887-1919.
 KN0449'
 KN0449'REFERENCE MARK NO. 2 IS A BRONZE DISK,  FLUSH
 KN0449'AND IS APPROXIMATELY 8 FEET LOWER THAN STATION, STAMPED MOUNT
 KN0449'NEBO NO 2 1887-1937.
 KN0449'
 KN0449'THE AZIMUTH MARK IS LOCATED ABOUT 0.3 MILE SOUTH-SOUTHEAST
 KN0449'OF THE STATION AND APPROXIMATELY 500 FEET LOWER, ABOUT 300
 KN0449'YARDS SOUTH OF THE BASE OF PEAK, 50 FEET EAST OF THE TRAIL,
 KN0449'10 FEET WEST OF THE EAST BRIM, A BRONZE DISK,
 KN0449'PROJECTS 12 INCHES AND IS STAMPED MOUNT NEBO AZIMUTH 1887-1937.
 KN0449'
 KN0449'TO REACH FROM NEPHI.  GO EAST ON STATE HIGHWAY 189 FOR 5.95
 KN0449'MILES TO A GRAVEL ROAD NORTH AT MOUNT NEBO RECREATIONAL AREA
 KN0449'SIGN.  TURN LEFT (N) AND GO 3.4 MILES TO FORK.  TAKE LEFT
 KN0449'FORK AND GO 0.75 MILE TO MOUNT NEBO RANGER STATION.  CONTINUE
 KN0449'ON MAIN ROAD FOR 0.2 MILE TO ROAD LEFT AND MOUNT NEBO TRAIL
 KN0449'SIGN, JUST AFTER CROSSING BRIDGE.  TURN LEFT AND FOLLOW
 KN0449'TRAIL UP SOUTH SIDE OF CREEK FOR APPROXIMATELY 0.5 MILE TO OLD
 KN0449'SAND STONE ROCK QUARRY.  CONTINUE UP TRAIL FOR 150 YARDS ON
 KN0449'SOUTH SIDE OF CREEK.  CROSS CREEK AND DOUBLE BACK TO EAST,
 KN0449'FOLLOW THIS SWITCHBACK TRAIL FOR APPROXIMATELY 1.5 MILE TO A
 KN0449'SMALL GRASS FLAT.  KEEP STRAIGHT AHEAD UP STEEP SLOPE AND
 KN0449'(AVOID STOCK TRAILS THAT LEAD OFF TO RIGHT) CONTINUE TO
 KN0449'SUMMIT COVERED WITH ASPENS.  THE TRAIL KEEPS JUST TO THE
 KN0449'RIGHT OF SUMMIT, DECENDS SLIGHTLY, AND THEN KEEPS TO
 KN0449'RIGHT OF A SHARP ROCKY PEAK TO THE SUMMIT OF ROCKY RIDGE.
 KN0449'FOLLOW ALONG THIS RIDGE TO A SIGN ON TREE WATER 1/4
 KN0449'MILE.  THE TRAIL BEARS TO RIGHT THROUGH TIMBER FOR
 KN0449'ABOUT 0.4 MILE TO FORKS OF STREAM WHICH HAVE TRICKLES OF
 KN0449'WATER.  THEN CLIMB BY SWITCHBACKS TO RIDGE TO NORTH,
 KN0449'THEN WEST UP RIDGE AND BEAR RIGHT THROUGH TIMBER UNDER
 KN0449'OVERHANGING CLIFFS TO LEFT.  ABOUT 100 YARDS AFTER LEAVING
 KN0449'TIMBER THE TRAIL CROSSES TWO GULLIES.  JUST AFTER
 KN0449'CROSSING THE SECOND GULLY THE TRAIL FORKS.  TAKE LEFT
 KN0449'FORK UP STEEP TRAIL PARALLEL WITH GULLY AND FOLLOW IT BY
 KN0449'SWITCHBACKS TO TOP OF MAIN RIDGE OF MOUNT NEBO.  TURN
 KN0449'RIGHT (N) AND FOLLOW TRAIL ALONG RIDGE FOR APPROXIMATELY 1.5 MILE
 KN0449'TO STATION.  A 5 HOUR HORSE PACK.  HORSES WERE
 KN0449'OBTAINED FROM MR. KEITH WINN IN NEPHI.
 KN0449'
 KN0449'OBSERVATIONS MADE FROM A 1.2 METER TRIPOD.  R.M. NO. 1 TOO
 KN0449'CLOSE TO FOCUS ON.
 KN0449
 KN0449                          STATION RECOVERY (1947)
 KN0449
 KN0449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 KN0449'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0496 ***********************************************************************
 JM0496  DESIGNATION -  MOUNT PEALE
 JM0496  PID         -  JM0496
 JM0496  STATE/COUNTY-  UT/SAN JUAN
 JM0496  COUNTRY     -  US
 JM0496  USGS QUAD   -  MOUNT PEALE (2017)
 JM0496
 JM0496                         *CURRENT SURVEY CONTROL
 JM0496  ______________________________________________________________________
 JM0496* NAD 83(1994) POSITION- 38 26 18.47148(N) 109 13 45.07149(W)   ADJUSTED
 JM0496* NAVD 88 ORTHO HEIGHT -  3879.    (meters)    12726.    (feet) VERTCON3
 JM0496  ______________________________________________________________________
 JM0496  GEOID HEIGHT    -        -17.966 (meters)                     GEOID18
 JM0496  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 JM0496  HORZ ORDER      -  THIRD
 JM0496
 JM0496.The horizontal coordinates were established by classical geodetic methods
 JM0496.and adjusted by the National Geodetic Survey in November 1997.
 JM0496
 JM0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0496
 JM0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0496.GEOID18 height accuracy estimate available here.
 JM0496
 JM0496.Click photographs - Photos may exist for this station.
 JM0496
 JM0496.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0496
 JM0496. The following values were computed from the NAD 83(1994) position.
 JM0496
 JM0496;                    North         East     Units Scale Factor Converg.
 JM0496;SPC UT S     - 3,199,055.205   698,241.535   MT  1.00001644   +1 23 28.7
 JM0496;SPC UT S     -10,495,566.95  2,290,814.10   sFT  1.00001644   +1 23 28.7
 JM0496;UTM  12      - 4,255,950.357   654,548.096   MT  0.99989415   +1 06 03.9
 JM0496
 JM0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0496!SPC UT S     -   0.99939461  x   1.00001644  =   0.99941104
 JM0496!UTM  12      -   0.99939461  x   0.99989415  =   0.99928882
 JM0496
 JM0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH5454855950(NAD 83)
 JM0496
 JM0496                          SUPERSEDED SURVEY CONTROL
 JM0496
 JM0496  NAD 83(1992)-  38 26 18.46261(N)    109 13 45.07346(W) AD(       ) 3
 JM0496  NAD 83(1986)-  38 26 18.46127(N)    109 13 45.06991(W) AD(       ) 3
 JM0496  NAD 27      -  38 26 18.49300(N)    109 13 42.65700(W) AD(       ) 3
 JM0496  USSD        -  38 26 19.07300(N)    109 13 43.21900(W) AD(       ) 3
 JM0496  NGVD 29 (07/19/86) 3877.     (m)        12720.     (f) VERT ANG       
 JM0496
 JM0496.Superseded values are not recommended for survey control.
 JM0496
 JM0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0496.See file dsdata.pdf to determine how the superseded data were derived.
 JM0496
 JM0496_MARKER: DS = TRIANGULATION STATION DISK
 JM0496_SETTING: 80 = SET IN A BOULDER
 JM0496_STAMPING: MT PEALE 1934
 JM0496_MARK LOGO: CGS
 JM0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0496+STABILITY: SURFACE MOTION
 JM0496
 JM0496  HISTORY     - Date     Condition        Report By
 JM0496  HISTORY     - 1934     MONUMENTED       CGS
 JM0496  HISTORY     - 1934     GOOD             USGS
 JM0496  HISTORY     - 1954     GOOD             CGS
 JM0496  HISTORY     - 20170717 MARK NOT FOUND   GEOCAC
 JM0496
 JM0496                          STATION DESCRIPTION
 JM0496
 JM0496'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 JM0496'ON HIGHEST POINT OF MOUNT PEALE, WHICH IS THE HIGHEST PEAK IN THE
 JM0496'LA SAL MOUNTAINS.  IN LA SAL NATIONAL FOREST, ABOUT 20 MI. SE. OF
 JM0496'MOAB, 9 MI. NNE. OF LA SAL AND 7 MI. NW. OF LA SAL R.S.  TO REACH
 JM0496'FROM LA SAL, TAKE RD. LEADING TO PARADOX (COLORADO) FOR DISTANCE OF
 JM0496'4 MI., THEN GO N. AND NW. ON WAGON RD. TO COWBOY CABIN OF LA SAL
 JM0496'LIVESTOCK CO., THENCE NORTHWESTERLY 3-3/4 HRS., ON FOOT THROUGH
 JM0496'TIMBER AND SLIDE ROCK TO STATION.  ORIGINALLY INTERSECTED BY NGS
 JM0496'IN 1893.  USGS INTERSECTED CAIRN ON HIGHEST POINT IN 1914 AND IN
 JM0496'1934 ESTABLISHED STATION MARK AND REFERENCE MARKS T 27 S, R 24 E,
 JM0496'SEC. 24.
 JM0496'
 JM0496'STATION MARK--STANDARD TABLET CEMENTED IN BOULDER AND STAMPED
 JM0496'---MT PEALE 1934--- WITH CAIRN CENTERED OVER STATION MARK.
 JM0496'
 JM0496'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER CEMENTED IN BOULDER,
 JM0496'14.22 FT. FROM STATION MARK, S 68 DEG 15 MIN W.
 JM0496'
 JM0496'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED IN BOULDER,
 JM0496'24.13 FT. FROM STATION MARK, N 22 DEG 29 MIN W.
 JM0496
 JM0496                          STATION RECOVERY (1954)
 JM0496
 JM0496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRB)
 JM0496'ON HIGHEST POINT OF MOUNT PEALE, WHICH IS THE HIGHEST PEAK IN THE
 JM0496'LA SAL MOUNTAINS.  IN LA SAL NATIONAL FOREST, ABOUT 20 MI. SE.
 JM0496'OF MOAB, 9 MI. NNE. OF LA SAL AND 7 MI. NW. OF LA SAL R.S.
 JM0496'TO REACH FROM LA SAL, TAKE RD. LEADING TO PARADOX (COLO.) FOR
 JM0496'DISTANCE OF 4 MI., THEN GO N. AND NW. ON WAGON RD. TO COWBOY
 JM0496'CABIN OF LA SAL LIVESTOCK CO., THENCE NORTHWESTERLY 3-3/4-HRS.,
 JM0496'ON FOOT THROUGH TIMBER AND SLIDE ROCK TO STATION.  ORIGINALLY
 JM0496'INTERSECTED BY C AND GS IN 1893.  USGS INTERSECTED CAIRN
 JM0496'ON HIGHEST POINT IN 1914 AND IN 1934 ESTABLISHED STATION
 JM0496'MARK AND REFERENCE MARKS T. 27 S., R. 24 E., SEC. 24.
 JM0496'
 JM0496'STATION MARK--STANDARD TABLET CEMENTED IN BOULDER AND STAMPED
 JM0496'MT PEALE 1934 WITH CAIRN CENTERED OVER STATION MARK.
 JM0496'
 JM0496'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER CEMENTED IN BOULDER,
 JM0496'14.22 FT. FROM STATION MARK S 68 DEG 15 MIN W.
 JM0496'
 JM0496'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED IN BOULDER,
 JM0496'24.13 FT. FROM STATION MARK N 22 DEG 29 MIN W.
 JM0496
 JM0496                          STATION RECOVERY (2017)
 JM0496
 JM0496'RECOVERY NOTE BY GEOCACHING 2017 (AK)
 JM0496'NO SIGN OF CAIRN.  STATION IS LIKELY UNDER LOOSE ROCK SOMEWHERE NEAR
 JM0496'THE SUMMIT.  FOUND REFERENCE MARK BOLT IN A BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0508 ***********************************************************************
 JM0508  DESIGNATION -  MOUNT TUKUHNIKIVATZ NW PEAK CAIRN
 JM0508  PID         -  JM0508
 JM0508  STATE/COUNTY-  UT/SAN JUAN
 JM0508  COUNTRY     -  US
 JM0508  USGS QUAD   -  MOUNT TUKUHNIKIVATZ (2017)
 JM0508
 JM0508                         *CURRENT SURVEY CONTROL
 JM0508  ______________________________________________________________________
 JM0508* NAD 83(1994) POSITION- 38 26 22.07640(N) 109 15 35.40732(W)   ADJUSTED
 JM0508  ______________________________________________________________________
 JM0508  GEOID HEIGHT    -        -18.087 (meters)                     GEOID18
 JM0508  LAPLACE CORR    -         24.33  (seconds)                    DEFLEC18
 JM0508  HORZ ORDER      -  THIRD
 JM0508
 JM0508.The horizontal coordinates were established by classical geodetic methods
 JM0508.and adjusted by the National Geodetic Survey in November 1997.
 JM0508
 JM0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0508.GEOID18 height accuracy estimate available here.
 JM0508
 JM0508.Click photographs - Photos may exist for this station.
 JM0508
 JM0508.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0508
 JM0508. The following values were computed from the NAD 83(1994) position.
 JM0508
 JM0508;                    North         East     Units Scale Factor Converg.
 JM0508;SPC UT S     - 3,199,101.798   695,563.750   MT  1.00001664   +1 22 21.1
 JM0508;SPC UT S     -10,495,719.82  2,282,028.74   sFT  1.00001664   +1 22 21.1
 JM0508;UTM  12      - 4,256,010.512   651,870.923   MT  0.99988405   +1 04 55.4
 JM0508
 JM0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH5187056010(NAD 83)
 JM0508
 JM0508                          SUPERSEDED SURVEY CONTROL
 JM0508
 JM0508  NAD 83(1986)-  38 26 22.07020(N)    109 15 35.41256(W) AD(       ) 3
 JM0508  NAD 27      -  38 26 22.18400(N)    109 15 32.97200(W) AD(       ) 3
 JM0508  USSD        -  38 26 22.76500(N)    109 15 33.53700(W) AD(       ) 3
 JM0508
 JM0508.Superseded values are not recommended for survey control.
 JM0508
 JM0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0508.See file dsdata.pdf to determine how the superseded data were derived.
 JM0508
 JM0508_MARKER: 72 = CAIRN
 JM0508
 JM0508  HISTORY     - Date     Condition        Report By
 JM0508  HISTORY     - 1893     FIRST OBSERVED   CGS
 JM0508
 JM0508                          STATION DESCRIPTION
 JM0508
 JM0508'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0478 ***********************************************************************
 JM0478  DESIGNATION -  MOUNT WAAS RESET
 JM0478  PID         -  JM0478
 JM0478  STATE/COUNTY-  UT/GRAND
 JM0478  COUNTRY     -  US
 JM0478  USGS QUAD   -  MOUNT WAAS (2017)
 JM0478
 JM0478                         *CURRENT SURVEY CONTROL
 JM0478  ______________________________________________________________________
 JM0478* NAD 83(1994) POSITION- 38 32 20.81817(N) 109 13 40.16923(W)   ADJUSTED
 JM0478* NAVD 88 ORTHO HEIGHT -  3753.9   (meters)    12316.    (feet) VERTCON3
 JM0478  ______________________________________________________________________
 JM0478  GEOID HEIGHT    -        -18.126 (meters)                     GEOID18
 JM0478  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 JM0478  HORZ ORDER      -  FIRST
 JM0478
 JM0478.The horizontal coordinates were established by classical geodetic methods
 JM0478.and adjusted by the National Geodetic Survey in November 1997.
 JM0478
 JM0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0478
 JM0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0478.GEOID18 height accuracy estimate available here.
 JM0478
 JM0478.Click photographs - Photos may exist for this station.
 JM0478
 JM0478.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0478
 JM0478. The following values were computed from the NAD 83(1994) position.
 JM0478
 JM0478;                    North         East     Units Scale Factor Converg.
 JM0478;SPC UT C     - 2,025,363.770   698,109.690   MT  1.00015200   +1 27 19.8
 JM0478;SPC UT C     - 6,644,880.97  2,290,381.54   sFT  1.00015200   +1 27 19.8
 JM0478;SPC UT S     - 3,210,228.031   698,088.938   MT  1.00003807   +1 23 31.7
 JM0478;SPC UT S     -10,532,223.13  2,290,313.46   sFT  1.00003807   +1 23 31.7
 JM0478;UTM  12      - 4,267,122.324   654,451.867   MT  0.99989378   +1 06 15.7
 JM0478
 JM0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0478!SPC UT C     -   0.99941418  x   1.00015200  =   0.99956609
 JM0478!SPC UT S     -   0.99941418  x   1.00003807  =   0.99945223
 JM0478!UTM  12      -   0.99941418  x   0.99989378  =   0.99930802
 JM0478
 JM0478:                Primary Azimuth Mark                     Grid Az
 JM0478:SPC UT C     -  MOUNT WAAS AZ MK                         139 43 41.5
 JM0478:SPC UT S     -  MOUNT WAAS AZ MK                         139 47 29.6
 JM0478:UTM  12      -  MOUNT WAAS AZ MK                         140 04 45.6
 JM0478
 JM0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH5445167122(NAD 83)
 JM0478
 JM0478|---------------------------------------------------------------------|
 JM0478| PID    Reference Object                     Distance      Geod. Az  |
 JM0478|                                                           dddmmss.s |
 JM0478| CM7687 MOUNT WAAS AZ MK                                   1411101.3 |
 JM0478| CM7688 MOUNT WAAS RM 2                      28.345 METERS 16259     |
 JM0478| JM0497 LA SALLE MIDDLE PEAK                APPROX. 8.4 KM 1833738.1 |
 JM0478| JM0508 MOUNT TUKUHNIKIVATZ NW PEAK CAIRN   APPROX.11.4 KM 1941045.9 |
 JM0478| JM0477 LA SALLE NORTH PEAK CAIRN           APPROX. 1.3 KM 3563231.5 |
 JM0478|---------------------------------------------------------------------|
 JM0478
 JM0478                          SUPERSEDED SURVEY CONTROL
 JM0478
 JM0478  NAD 83(1992)-  38 32 20.81019(N)    109 13 40.17146(W) AD(       ) 1
 JM0478  NAD 83(1986)-  38 32 20.80845(N)    109 13 40.16713(W) AD(       ) 1
 JM0478  NAD 27      -  38 32 20.85683(N)    109 13 37.75049(W) AD(       ) 1
 JM0478  USCA        -  38 32 15.58200(N)    109 13 43.80900(W) AD(       ) 3
 JM0478  USSD        -  38 32 21.44400(N)    109 13 38.30200(W) AD(       ) 3
 JM0478  NGVD 29 (07/19/86) 3752.3    (m)        12311.     (f) VERT ANG       
 JM0478
 JM0478.Superseded values are not recommended for survey control.
 JM0478
 JM0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0478.See file dsdata.pdf to determine how the superseded data were derived.
 JM0478
 JM0478_MARKER: DS = TRIANGULATION STATION DISK
 JM0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0478_STAMPING: MT WAAS 1893 1931 1934
 JM0478_MARK LOGO: CGS
 JM0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0478+STABILITY: SURFACE MOTION
 JM0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0478+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 JM0478
 JM0478  HISTORY     - Date     Condition        Report By
 JM0478  HISTORY     - 1934     MONUMENTED       CGS
 JM0478  HISTORY     - 1934     SEE DESCRIPTION  CGS
 JM0478  HISTORY     - 1936     GOOD             USGS
 JM0478  HISTORY     - 1937     SEE DESCRIPTION  CGS
 JM0478  HISTORY     - 1958     GOOD             CGS
 JM0478  HISTORY     - 20191015 GOOD             INDIV
 JM0478  HISTORY     - 20240717 GOOD             PEAKBG
 JM0478
 JM0478                          STATION DESCRIPTION
 JM0478
 JM0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0478'ABOUT 20 MILES EAST OF MOAB, IN LA SAL NATIONAL FOREST, ON HIGHEST
 JM0478'POINT, OF MOUNT WAAS (THIRD PROMINENT PEAK FROM NORTH END OF LA SAL
 JM0478'MOUNTAINS).
 JM0478'
 JM0478'TO REACH FROM MOAB, GO NORTH ON U.S. HIGHWAY 450 TO COLORADO RIVER
 JM0478'BRIDGE.  TURN RIGHT AND GO 15.5 MILES UP SOUTH SIDE OF RIVER, TURN
 JM0478'RIGHT AND GO 9.5 MILES TO CASTLETON, CONTINUE STRAIGHT AHEAD (E) 8.9
 JM0478'MILES ON MAIN-TRAVELED ROAD UP MOUNTAIN TO LOG CABIN ON THE EAST SIDE
 JM0478'OF ROAD, CONTINUE PAST CABIN 1.8 MILES, TURN RIGHT AND CROSS BRIDGE,
 JM0478'FOLLOW DIM ROAD 4.0 MILES TO END OF TRUCK TRAVEL.  GO WEST UP SIDE OF
 JM0478'MOUNTAIN TO NORTH OF MOUNT WAAS, FOLLOW RIDGE AND ASCEND PEAK FROM
 JM0478'NORTHWEST SIDE TO STATION SITE.
 JM0478'
 JM0478'ORIGINALLY MARKED BY CROSS CUT IN COPPER BOLT WHICH WAS LEADED INTO
 JM0478'DRILL HOLE IN ROCK BETWEEN BASES OF THREE SMALL BRICK PIERS USED FOR
 JM0478'MOUNTING INSTRUMENT.  STATION WAS REOCCUPIED (PROBABLY BY USGS) PRIOR
 JM0478'TO 1931, AND CONCRETE BLOCK WAS PLACED BETWEEN THE THREE PIERS.  IN
 JM0478'1931, STATION WAS REMARKED BY STANDARD STATION DISK.  ORIGINAL
 JM0478'REFERENCE MARKS WERE PROBABLY DRILL HOLES IN ROCK, AT FOLLOWING
 JM0478'DISTANCES AND BEARINGS FROM STATION--2.24 METERS (7.3 FEET), S 3 DEG
 JM0478'58 MIN W.  2.29 METERS (7.5 FEET), N 75 DEG 41 MIN W.  2.18 METERS
 JM0478'(7.2 FT), N 06 DEG 37 MIN E.  AND 2.21 METERS (7.3 FEET), S 84 DEG 15
 JM0478'MIN E.  MOUNT WAAS ASTRONOMIC STATION (CONCRETE PIER) WAS 28.213
 JM0478'METERS (92.56 FEET) FROM STATION S 31 DEG E.  IN 1934 A REFERENCE MARK
 JM0478'DESCRIBED AS REFERENCE MARK NO. 2 WAS RECOVERED (ORIGIN UNKNOWN)
 JM0478'28.658 METERS (94.02 FEET) FROM STATION S 17 DEG 01 DEG E.  BEARING
 JM0478'FROM STATION TO MOUNT PEALE (CAIRN) IS S 14 DEG 11 MIN W.
 JM0478
 JM0478                          STATION RECOVERY (1936)
 JM0478
 JM0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1936
 JM0478'RECOVERED IN GOOD CONDITION.
 JM0478
 JM0478                          STATION RECOVERY (1937)
 JM0478
 JM0478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JM0478'ALL MARKS RECOVERED IN GOOD CONDITION.
 JM0478'
 JM0478'THE STATION IS ABOUT 17 MILES SOUTH BY EAST OF MOAB, UTAH ON THE
 JM0478'SUMMIT OF MT. WAAS, WHICH IS THE THIRD MAIN PEAK FROM THE EAST END OF
 JM0478'THE LA SAL MOUNTAIN RANGE.  IT IS A STANDARD COAST AND GEODETIC DISK
 JM0478'STAMPED 1893-1931-1934, SET IN A MASS OF CONCRETE 2-1/2 FEET SQUARE.
 JM0478'
 JM0478'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN AN IRREGULAR
 JM0478'MASS OF CONCRETE PROBABLY IN THE STUB OF THE OLD ASTRONOMICAL PIER.
 JM0478'IT IS 28.345 METERS SOUTHEAST OF THE STATION.  REFERENCE MARK NO. 1
 JM0478'NOT RECOVERED DUE TO LACK OF OLD DESCRIPTION AND INCLEMENT WEATHER.
 JM0478'
 JM0478'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION ON THE FIRST HIGH RIDGE
 JM0478'TO THE SOUTH OF THE STATION.  IT IS ABOUT 1/4 MILE AND IS A STANDARD
 JM0478'BRONZE DISK STAMPED MT.  WAAS 1937.  IT IS SET IN AN IRREGULAR MASS OF
 JM0478'CONCRETE FLUSH WITH SURFACE OF THE GROUND.
 JM0478'
 JM0478'TO REACH FROM MOAB GO SOUTH ON U.S. HIGHWAY 450 FOR ABOUT 9 MILES TO
 JM0478'FORK (JUNCTION WITH MOUNTAIN DRIVE ROAD AND U.S. HIGHWAY 450).  TURN
 JM0478'LEFT ON MOUNTAIN DRIVE ROAD AND FOLLOW THE MAIN-TRAVELED ROAD TO TOP
 JM0478'OF MOUNTAIN AND FORK WITH SIGN CASELTON 16 MILES.  TAKE LEFT FORK
 JM0478'(CASTLETON ROAD) AND GO 5 MILES TO FORK WITH SIGN CASTLETON 11 MILES.
 JM0478'TAKE LEFT FORK AND CONTINUE ON CASTLETON ROAD FOR 5 MILES TO A SHARP
 JM0478'LEFT TURN AND A LARGE GALVANIZED WATERING TROUGH ON THE RIGHT.
 JM0478'CONTINUE ON ROAD FOR 0.15 MILE TO OLD WAGON ROAD TO RIGHT.  THIS IS
 JM0478'THE MINERS BASIN ROAD AND THE END OF TRUCK TRAVEL.  GO EAST ON THIS
 JM0478'ROAD WHICH DEGENERATES INTO A TRAIL UP THE NORTH SIDE OF CREEK ABOUT 4
 JM0478'MILES TO MINERS BASIN.  HERE BEAR LEFT ON THE MAIN TRAIL PAST THE MOST
 JM0478'NORTHERLY CABIN, ACROSS MEADOW.  THENCE ALONG SIDE OF RIDGE TO SADDLE.
 JM0478'KEEP LEFT FORK OF TRAIL AND DROP DOWN INTO BATCHELORS BASIN.  BEAR
 JM0478'RIGHT AND FOLLOW SMALL STREAM ABOUT 0.5 MILE TO END OF HORSE TRAVEL ON
 JM0478'LOW RIDGE ABOVE A SMALL MEADOW ABOUT 1/4 MILE NORTH OF SHEER CLIFF AT
 JM0478'THE SOUTH END OF THE BASIN.  HERE GO NORTH TO STEEP SLOPE COVERED WITH
 JM0478'SHALE ROCK.  CLIMB SLOPE AND STRIKE TRAIL ABOUT 100 YARDS FROM BOTTOM.
 JM0478'FOLLOW THIS TRAIL IN A GENERAL EASTERLY DIRECTION TO A SADDLE AT THE
 JM0478'NORTH END OF PEAK.  CONTINUE ON WELL MARKED TRAIL SOUTHERLY TO TOP OF
 JM0478'PEAK AND STATION.  ABOUT 1 MILE FROM END OF HORSE TRAVEL, AND 1 HOUR
 JM0478'HARD PACK.
 JM0478
 JM0478                          STATION RECOVERY (1958)
 JM0478
 JM0478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JDA)
 JM0478'STATION, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED
 JM0478'AND IN GOOD CONDITION.
 JM0478'
 JM0478'STATION WAS REACHED BY RECONNAISSANCE PARTY BY NEW ROUTE, AND
 JM0478'PACKING UP FROM THE SOUTH SIDE OF THE MOUNTAIN.
 JM0478
 JM0478                          STATION RECOVERY (2019)
 JM0478
 JM0478'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (TWG)
 JM0478'RECOVERED IN GOOD CONDITION.
 JM0478
 JM0478                          STATION RECOVERY (2024)
 JM0478
 JM0478'RECOVERY NOTE BY PEAK BAGGER 2024 (DG)
 JM0478'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0693 ***********************************************************************
 MR0693  DESIGNATION -  MR0693
 MR0693  PID         -  MR0693
 MR0693  STATE/COUNTY-  UT/WEBER
 MR0693  COUNTRY     -  US
 MR0693  USGS QUAD   -  HORSE RIDGE (2017)
 MR0693
 MR0693                         *CURRENT SURVEY CONTROL
 MR0693  ______________________________________________________________________
 MR0693* NAD 83(1994) POSITION- 41 22 22.76059(N) 111 27 20.86138(W)   ADJUSTED
 MR0693* NAVD 88 ORTHO HEIGHT -  2673.6   (meters)     8772.    (feet) VERTCON3
 MR0693  ______________________________________________________________________
 MR0693  GEOID HEIGHT    -        -15.027 (meters)                     GEOID18
 MR0693  LAPLACE CORR    -          1.67  (seconds)                    DEFLEC18
 MR0693  HORZ ORDER      -  THIRD
 MR0693  VERT ORDER      -  THIRD ? (See Below)
 MR0693
 MR0693.The horizontal coordinates were established by classical geodetic methods
 MR0693.and adjusted by the National Geodetic Survey in November 1997.
 MR0693
 MR0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0693
 MR0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0693.GEOID18 height accuracy estimate available here.
 MR0693
 MR0693.The vertical order pertains to the NGVD 29 superseded value.
 MR0693
 MR0693.Click photographs - Photos may exist for this station.
 MR0693
 MR0693.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0693
 MR0693. The following values were computed from the NAD 83(1994) position.
 MR0693
 MR0693;                    North         East     Units Scale Factor Converg.
 MR0693;SPC UT N     - 1,115,455.175   503,698.014   MT  0.99995911   +0 01 44.9
 MR0693;SPC UT N     - 3,659,622.52  1,652,549.23   sFT  0.99995911   +0 01 44.9
 MR0693;UTM  12      - 4,580,263.938   461,883.816   MT  0.99961788   -0 18 04.6
 MR0693
 MR0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0693!SPC UT N     -   0.99958317  x   0.99995911  =   0.99954230
 MR0693!UTM  12      -   0.99958317  x   0.99961788  =   0.99920121
 MR0693
 MR0693:                Primary Azimuth Mark                     Grid Az
 MR0693:SPC UT N     -  HOME                                     072 25 40.0
 MR0693:UTM  12      -  HOME                                     072 45 29.5
 MR0693
 MR0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL6188380263(NAD 83)
 MR0693
 MR0693|---------------------------------------------------------------------|
 MR0693| PID    Reference Object                     Distance      Geod. Az  |
 MR0693|                                                           dddmmss.s |
 MR0693| MR0694 HOME                                APPROX. 6.8 KM 0722724.9 |
 MR0693|---------------------------------------------------------------------|
 MR0693
 MR0693                          SUPERSEDED SURVEY CONTROL
 MR0693
 MR0693  NAD 83(1993)-  41 22 22.76057(N)    111 27 20.86153(W) AD(       ) 3
 MR0693  NAD 83(1986)-  41 22 22.74858(N)    111 27 20.85350(W) AD(       ) 3
 MR0693  NAD 27      -  41 22 22.96090(N)    111 27 18.12636(W) AD(       ) 3
 MR0693
 MR0693.Superseded values are not recommended for survey control.
 MR0693
 MR0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0693.See file dsdata.pdf to determine how the superseded data were derived.
 MR0693
 MR0693_MARKER: DD = SURVEY DISK
 MR0693_SETTING: 80 = SET IN A BOULDER
 MR0693_MARK LOGO: USGS
 MR0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0693+STABILITY: SURFACE MOTION
 MR0693
 MR0693  HISTORY     - Date     Condition        Report By
 MR0693  HISTORY     - 1958     MONUMENTED       USGS
 MR0693
 MR0693                          STATION DESCRIPTION
 MR0693
 MR0693'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MR0693'LOCATED ABOUT 25 MI. SE. OF PARADISE AND 18.0 MI. NE. OF HUNTSVILLE,
 MR0693'ON BRUSH COVERED, ROUNDED TOP OF A BUTTE.
 MR0693'
 MR0693'TO REACH FROM HUNTSVILLE POST OFFICE, DRIVE 1/2 BLOCK E., TURN LEFT
 MR0693'AND GO ONE BLOCK TO INTERSECTION, CONTINUE STRAIGHT AHEAD ON STATE
 MR0693'HIGHWAY 39 E. FOR 8.1 MI. TO RD. FORKS, TAKE LEFT FORK 8.0 MI. TO END
 MR0693'OF PAVEMENT AND RD. FORKS, TAKE RIGHT FORK ON MAIN TRAVELED, GRADED,
 MR0693'DIRT RD. ( STATE HIGHWAY 39 ) AND TRAVEL 8.0 MI. TO RD. AT RIGHT  AT
 MR0693'SIGN ---WASATCH RIDGE---, TAKE RIGHT FORK FOR 1.5 MI. TO RD. FORKS,
 MR0693'TAKE RIGHT FORK 0.3 MI. TO RD. FORKS, TAKE RIGHT FORK CONTINUING 0.6
 MR0693'MI. TO RD. FORK AT SIGN ---NAPONSET SPRING---, CONTINUE STRAIGHT AHEAD
 MR0693'1.8 MI. TO RD. FORKS, TAKE LEFT FORK 1.0 MI. TO RD. FORKS AT LOG
 MR0693'FENCE AND CATTLEGUARD, TAKE RIGHT FORK 0.9 MI. TO ANOTHER LOG FENCE
 MR0693'AND CATTLEGUARD, CUT SHARP LEFT AT FENCE ON VERY DIM RD. LEADING TO
 MR0693'THE TOP, TAKE DIM RD. 0.2 MI. TO JUST BELOW STATION.  HIKE E. TO TOP
 MR0693'AND STATION.  A 5 MINUTE HIKE.
 MR0693'
 MR0693'STATION MARK - STANDARD TABLET STAMPED AND CEMENTED IN A
 MR0693'BOULDER.
 MR0693'
 MR0693'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 MR0693'AND CEMENTED IN BOULDER, 57.12 FT. FROM STATION MARK,
 MR0693'S 50 DEG 33 MIN W.
 MR0693'
 MR0693'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED
 MR0693'AND CEMENTED IN BOULDER, 32.65 FT. FROM STATION MARK,
 MR0693'N 86 DEG 17 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1128 ***********************************************************************
 LO1128  DESIGNATION -  MT AGASSIZ CAIRN
 LO1128  PID         -  LO1128
 LO1128  STATE/COUNTY-  UT/DUCHESNE
 LO1128  COUNTRY     -  US
 LO1128  USGS QUAD   -  HAYDEN PEAK (2017)
 LO1128
 LO1128                         *CURRENT SURVEY CONTROL
 LO1128  ______________________________________________________________________
 LO1128* NAD 83(1994) POSITION- 40 42 40.19333(N) 110 49 27.66303(W)   ADJUSTED
 LO1128* NAVD 88 ORTHO HEIGHT -  3794.    (meters)    12447.    (feet) SCALED
 LO1128  ______________________________________________________________________
 LO1128  GEOID HEIGHT    -        -12.567 (meters)                     GEOID18
 LO1128  LAPLACE CORR    -         10.66  (seconds)                    DEFLEC18
 LO1128  HORZ ORDER      -  THIRD
 LO1128
 LO1128.The horizontal coordinates were established by classical geodetic methods
 LO1128.and adjusted by the National Geodetic Survey in November 1997.
 LO1128
 LO1128.The orthometric height was scaled from a topographic map.
 LO1128
 LO1128.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1128.GEOID18 height accuracy estimate available here.
 LO1128
 LO1128.Click photographs - Photos may exist for this station.
 LO1128
 LO1128.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1128
 LO1128. The following values were computed from the NAD 83(1994) position.
 LO1128
 LO1128;                    North         East     Units Scale Factor Converg.
 LO1128;SPC UT C     - 2,264,211.548   557,093.655   MT  1.00001579   +0 25 58.1
 LO1128;SPC UT C     - 7,428,500.72  1,827,731.43   sFT  1.00001579   +0 25 58.1
 LO1128;UTM  12      - 4,506,709.255   514,836.665   MT  0.99960271   +0 06 52.4
 LO1128
 LO1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1128!SPC UT C     -   0.99940723  x   1.00001579  =   0.99942301
 LO1128!UTM  12      -   0.99940723  x   0.99960271  =   0.99901018
 LO1128
 LO1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL1483606709(NAD 83)
 LO1128
 LO1128                          SUPERSEDED SURVEY CONTROL
 LO1128
 LO1128  NAD 83(1993)-  40 42 40.19350(N)    110 49 27.66242(W) AD(       ) 3
 LO1128  NAD 83(1986)-  40 42 40.17835(N)    110 49 27.65187(W) AD(       ) 3
 LO1128  NAD 27      -  40 42 40.37200(N)    110 49 25.03800(W) AD(       ) 3
 LO1128
 LO1128.Superseded values are not recommended for survey control.
 LO1128
 LO1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1128.See file dsdata.pdf to determine how the superseded data were derived.
 LO1128
 LO1128_MARKER: 72 = CAIRN
 LO1128
 LO1128  HISTORY     - Date     Condition        Report By
 LO1128  HISTORY     - 1962     FIRST OBSERVED   CGS
 LO1128
 LO1128                          STATION DESCRIPTION
 LO1128
 LO1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO1128'THE STATION IS LOCATED ON MOUNT AGASSIZ AND IS 2 MILES SOUTHEAST
 LO1128'OF HAYDEN PEAK.  IT IS 19 MILES NORTHWEST OF MOON LAKE, 3-1/2
 LO1128'MILES EAST OF MIRROR LAKE AND JUST INSIDE THE DUCHESENE COUNTY
 LO1128'LINE AND SUMMIT COUNTY TO THE NORTH.
 LO1128'
 LO1128'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION AGASSIZ,
 LO1128'THE DISTANCE BEING 40.6 FEET (12.37 METERS) NORTH OF STATION
 LO1128'AGASSIZ.  THE CAIRN IS 5 FEET HIGH AND 4 FEET AT THE BASE WITH
 LO1128'A MOUNTAIN CLUB BOX AT THE BASE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0491 ***********************************************************************
 JO0491  DESIGNATION -  MT DUTTON
 JO0491  PID         -  JO0491
 JO0491  STATE/COUNTY-  UT/GARFIELD
 JO0491  COUNTRY     -  US
 JO0491  USGS QUAD   -  MOUNT DUTTON (2017)
 JO0491
 JO0491                         *CURRENT SURVEY CONTROL
 JO0491  ______________________________________________________________________
 JO0491* NAD 83(1994) POSITION- 38 01 14.15256(N) 112 13 02.18018(W)   ADJUSTED
 JO0491* NAVD 88 ORTHO HEIGHT -  3367.2   (meters)    11047.    (feet) VERTCON3
 JO0491  ______________________________________________________________________
 JO0491  GEOID HEIGHT    -        -19.145 (meters)                     GEOID18
 JO0491  LAPLACE CORR    -         10.72  (seconds)                    DEFLEC18
 JO0491  HORZ ORDER      -  SECOND
 JO0491
 JO0491.The horizontal coordinates were established by classical geodetic methods
 JO0491.and adjusted by the National Geodetic Survey in November 1997.
 JO0491
 JO0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0491
 JO0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0491.GEOID18 height accuracy estimate available here.
 JO0491
 JO0491.Click photographs - Photos may exist for this station.
 JO0491
 JO0491.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0491
 JO0491. The following values were computed from the NAD 83(1994) position.
 JO0491
 JO0491;                    North         East     Units Scale Factor Converg.
 JO0491;SPC UT S     - 3,150,506.937   437,020.986   MT  0.99995979   -0 26 22.1
 JO0491;SPC UT S     -10,336,288.18  1,433,793.02   sFT  0.99995979   -0 26 22.1
 JO0491;UTM  12      - 4,208,799.556   393,154.687   MT  0.99974060   -0 44 59.4
 JO0491
 JO0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0491!SPC UT S     -   0.99947492  x   0.99995979  =   0.99943473
 JO0491!UTM  12      -   0.99947492  x   0.99974060  =   0.99921566
 JO0491
 JO0491:                Primary Azimuth Mark                     Grid Az
 JO0491:SPC UT S     -  MAHUSTON PEAK 12                         024 13 04.1
 JO0491:UTM  12      -  MAHUSTON PEAK 12                         024 31 41.4
 JO0491
 JO0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH9315408799(NAD 83)
 JO0491
 JO0491|---------------------------------------------------------------------|
 JO0491| PID    Reference Object                     Distance      Geod. Az  |
 JO0491|                                                           dddmmss.s |
 JO0491| JO0490 MAHUSTON PEAK 12                    APPROX.28.3 KM 0234642.0 |
 JO0491| CM5659 MT DUTTON RM 2                        7.178 METERS 11033     |
 JO0491| CM5658 MT DUTTON RM 1                        5.151 METERS 33541     |
 JO0491|---------------------------------------------------------------------|
 JO0491
 JO0491                          SUPERSEDED SURVEY CONTROL
 JO0491
 JO0491  NAD 83(1986)-  38 01 14.14904(N)    112 13 02.18140(W) AD(       ) 2
 JO0491  NAD 27      -  38 01 14.21912(N)    112 12 59.45603(W) AD(       ) 2
 JO0491  NGVD 29 (07/19/86) 3365.6    (m)        11042.     (f) VERT ANG       
 JO0491
 JO0491.Superseded values are not recommended for survey control.
 JO0491
 JO0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0491.See file dsdata.pdf to determine how the superseded data were derived.
 JO0491
 JO0491_MARKER: DD = SURVEY DISK
 JO0491_SETTING: 66 = SET IN ROCK OUTCROP
 JO0491_STAMPING: MT DUTTON 1966
 JO0491_MARK LOGO: USGS
 JO0491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0491+STABILITY: POSITION/ELEVATION WELL
 JO0491
 JO0491  HISTORY     - Date     Condition        Report By
 JO0491  HISTORY     - 1966     MONUMENTED       USGS
 JO0491  HISTORY     - 20240928 GOOD             PEAKBG
 JO0491
 JO0491                          STATION DESCRIPTION
 JO0491
 JO0491'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 JO0491'RM 1 TO RM 2 NOT MEASURED.
 JO0491'
 JO0491'LOCATED ABOUT 18 MI (AIRLINE) NE. OF PANGUITCH.  ABOUT 11 MI
 JO0491'SE. OF CIRCLEVILLE.  ON A VERY PROMINENT TOP ON THE SEVIER
 JO0491'PLATEAU KNOWN LOCALLY AS MT. DUTTON.
 JO0491'
 JO0491'REACHED BY HELICOPTER.  GOOD LANDING SITE AT STATION.
 JO0491'
 JO0491'TO REACH FROM PANGUITCH, GO S. ON U.S. HIGHWAY 89 FOR 7.1 MI TO
 JO0491'THE JCT. WITH UTAH STATE HIGHWAY 12 TURN LEFT ON STATE HIGHWAY 12
 JO0491'FOR 13.9 MI TO THE JCT. WITH STATE HIGHWAY 22.  TURN LEFT ON
 JO0491'STATE HIGHWAY 22 AND FOLLOW MAIN-TRAVELED RD. 21.1 MI TO A
 JO0491'T-RD. W..  TURN LEFT AND FOLLOW THE MAIN-TRAVELED RD. FOR 2.4 MI
 JO0491'TO A Y-RD..  TAKE RIGHT FORK AND FOLLOW MAIN-TRAVELED RD. FOR
 JO0491'18 MI TO A DIM RD. TAKING OFF TO THE LEFT.  TAKE LEFT FORK AND
 JO0491'FOLLOW DIM RD. ABOUT 0.6 MI TO END OF TRUCK TRAVEL.  PACK N.
 JO0491'TO THE TOP AND STATION ON THE WEST SIDE ON A LARGE ROCK
 JO0491'OUTCROP.  A 5-MINUTE PACK.
 JO0491'
 JO0491'STATION MARK--STANDARD USGS TABLET STAMPED MT DUTTON 1966
 JO0491'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 JO0491'
 JO0491'REFERENCE MARK NO. 1--STANDARD USGS TABLET STAMPED NO 1 1966
 JO0491'CEMENTED IN ROCK OUTCROP.
 JO0491'
 JO0491'REFERENCE MARK NO. 2--STANDARD USGS TABLET STAMPED NO 2 1966
 JO0491'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 JO0491
 JO0491                          STATION RECOVERY (2024)
 JO0491
 JO0491'RECOVERY NOTE BY PEAK BAGGER 2024 (DG)
 JO0491'STATION AND BOTH RMS FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0820 ***********************************************************************
 HN0820  DESIGNATION -  MUD
 HN0820  PID         -  HN0820
 HN0820  STATE/COUNTY-  UT/GARFIELD
 HN0820  COUNTRY     -  US
 HN0820  USGS QUAD   -  GRASS LAKES (2017)
 HN0820
 HN0820                         *CURRENT SURVEY CONTROL
 HN0820  ______________________________________________________________________
 HN0820* NAD 83(1994) POSITION- 37 54 18.41843(N) 111 53 42.28684(W)   ADJUSTED
 HN0820* NAVD 88 ORTHO HEIGHT -  3277.9   (meters)    10754.    (feet) VERTCON3
 HN0820  ______________________________________________________________________
 HN0820  GEOID HEIGHT    -        -18.845 (meters)                     GEOID18
 HN0820  LAPLACE CORR    -          6.47  (seconds)                    DEFLEC18
 HN0820  HORZ ORDER      -  SECOND
 HN0820
 HN0820.The horizontal coordinates were established by classical geodetic methods
 HN0820.and adjusted by the National Geodetic Survey in November 1997.
 HN0820
 HN0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0820
 HN0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0820.GEOID18 height accuracy estimate available here.
 HN0820
 HN0820.Click photographs - Photos may exist for this station.
 HN0820
 HN0820.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0820
 HN0820. The following values were computed from the NAD 83(1994) position.
 HN0820
 HN0820;                    North         East     Units Scale Factor Converg.
 HN0820;SPC UT S     - 3,137,521.379   465,256.236   MT  0.99995352   -0 14 31.4
 HN0820;SPC UT S     -10,293,684.72  1,526,428.17   sFT  0.99995352   -0 14 31.4
 HN0820;UTM  12      - 4,195,665.174   421,312.458   MT  0.99967626   -0 32 59.7
 HN0820
 HN0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0820!SPC UT S     -   0.99948886  x   0.99995352  =   0.99944240
 HN0820!UTM  12      -   0.99948886  x   0.99967626  =   0.99916528
 HN0820
 HN0820:                Primary Azimuth Mark                     Grid Az
 HN0820:SPC UT S     -  ADAMS NO 1                               276 43 55.8
 HN0820:UTM  12      -  ADAMS NO 1                               277 02 24.1
 HN0820
 HN0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG2131295665(NAD 83)
 HN0820
 HN0820|---------------------------------------------------------------------|
 HN0820| PID    Reference Object                     Distance      Geod. Az  |
 HN0820|                                                           dddmmss.s |
 HN0820| CH3749 MUD RM 1                              7.649 METERS 16445     |
 HN0820| CH3751 MUD RM 3                              7.257 METERS 16740     |
 HN0820| CH3750 MUD RM 2                              9.613 METERS 25138     |
 HN0820| HO0516 ADAMS NO 1                          APPROX.27.8 KM 2762924.4 |
 HN0820| CH3752 MUD RM 4                             12.281 METERS 32306     |
 HN0820|---------------------------------------------------------------------|
 HN0820
 HN0820                          SUPERSEDED SURVEY CONTROL
 HN0820
 HN0820  NAD 83(1986)-  37 54 18.41411(N)    111 53 42.29095(W) AD(       ) 2
 HN0820  NAD 27      -  37 54 18.45988(N)    111 53 39.61520(W) AD(       ) 2
 HN0820  NGVD 29 (07/19/86) 3276.3    (m)        10749.     (f) VERT ANG       
 HN0820
 HN0820.Superseded values are not recommended for survey control.
 HN0820
 HN0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0820.See file dsdata.pdf to determine how the superseded data were derived.
 HN0820
 HN0820_MARKER: DD = SURVEY DISK
 HN0820_SETTING: 66 = SET IN ROCK OUTCROP
 HN0820_STAMPING: MUD 1959
 HN0820_MARK LOGO: USGS
 HN0820_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0820+STABILITY: POSITION/ELEVATION WELL
 HN0820
 HN0820  HISTORY     - Date     Condition        Report By
 HN0820  HISTORY     - 1959     MONUMENTED       USGS
 HN0820  HISTORY     - 1969     GOOD             USGS
 HN0820  HISTORY     - 1971     GOOD             USGS
 HN0820
 HN0820                          STATION DESCRIPTION
 HN0820
 HN0820'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0820'DESCRIBED.  ALL MARKS IN GOOD CONDITION.  TWO NEW
 HN0820'REFERENCE MARKS WERE SET AND NUMBERED THREE AND FOUR.
 HN0820'
 HN0820'LOCATED ABOUT 22 MI. (AIRLINE) NW. OF ESCALANTE, ABOUT 7.0 MI. NE. OF
 HN0820'WIDTSOE ON A HIGH POINT FACING W. ON THE W. RIM OF ESCALANTE MOUNTAIN,
 HN0820'0.5 MI. W. OF MUD SPRING, ABOUT 40 FT. E. OF THE RIM, 50 FT. W. OF
 HN0820'DENSE TIMBER LINE, ON A ROCKY OUTCROP.  REACHED BY HELICOPTER.  GOOD
 HN0820'LANDING SITE AT STATION.
 HN0820'
 HN0820'STATION MARK--STANDARD USGS TABLET, STAMPED ---MUD 1959---, CEMENTED
 HN0820'IN DRILL HOLE IN ROCK.
 HN0820'
 HN0820'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER, CEMENTED IN DRILL
 HN0820'HOLE IN ROCK, 0.8 FT. BELOW STATION MARK.
 HN0820'
 HN0820'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER, CEMENTED IN DRILL
 HN0820'HOLE IN ROCK OUTCROP AT EDGE OF CLIFF.
 HN0820'
 HN0820'REFERENCE MARK NO. 3--STANDARD USGS REFERENCE MARK TABLET, STAMPED
 HN0820'---RM NO. 3 1959 1971---, SET IN ROCK 1.8 FT. BELOW STATION MARK.
 HN0820'
 HN0820'REFERENCE MARK NO. 4--STANDARD USGS REFERENCE MARK TABLET, STAMPED
 HN0820'---RM NO. 4 1959 1971---, SET IN ROCK 4.1 FT. BELOW STATION MARK.
 HN0820
 HN0820                          STATION RECOVERY (1969)
 HN0820
 HN0820'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 HN0820'LOCATED ABOUT 7.0 MI (AIRLINE) NE. OF WIDTSOE ON A HIGH POINT
 HN0820'FACING W. ON THE W. RIM OF ESCALANTE MOUNTAIN, ABOUT 22 MI NW. OF
 HN0820'ESCALANTE, 0.5 MI W. OF MUD SPRING AND ABOUT 40 FT E. OF THE
 HN0820'RIM, 50 FT W. OF DENSE TIMBER LINE.  ON A ROCKY OUTCROP.
 HN0820'
 HN0820'REACHED BY HELICOPTER.  LANDING AT STATION SITE.
 HN0820'
 HN0820'TO REACH FOLLOW OLD LOGGING RDS. FROM CLAYTON GUARD STATION.
 HN0820'
 HN0820'STATION MARK--STANDARD TABLET STAMPED MUD 1959 CEMENTED IN DRILL
 HN0820'HOLE IN ROCK.
 HN0820'
 HN0820'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER CEMENTED IN DRILL
 HN0820'HOLE IN ROCK.
 HN0820'
 HN0820'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED IN DRILL
 HN0820'HOLE IN ROCK.
 HN0820
 HN0820                          STATION RECOVERY (1971)
 HN0820
 HN0820'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HN0820'DESCRIBED BY USGS IN 1959.  ALL MARKS IN GOOD CONDITION.  TWO
 HN0820'NEW REFERENCE MARKS WERE SET AND NUMBERED THREE AND FOUR.
 HN0820'
 HN0820'LOCATED ABOUT 22 MI (AIRLINE) NW. OF ESCALANTE.  ABOUT 7.0 MI
 HN0820'NE. OF WIDTSOE ON A HIGH POINT FACING W. ON THE WEST RIM OF
 HN0820'ESCALANTE MOUNTAIN, 0.5 MI W. OF MUD SPRING.  ABOUT 40 FT E. OF
 HN0820'THE RIM, 50 FT W. OF DENSE TIMBER LINE.  ON A ROCKY OUTCROP.
 HN0820'
 HN0820'REACHED BY HELICOPTER.  GOOD LANDING SITE AT STATION.
 HN0820'
 HN0820'STATION MARK--A STANDARD USGS TABLET STAMPED MUD 1959 CEMENTED
 HN0820'IN DRILL HOLE IN ROCK.
 HN0820'
 HN0820'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER CEMENTED IN DRILL
 HN0820'HOLE IN ROCK, 0.8 FT BELOW STATION MARK.
 HN0820'
 HN0820'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER CEMENTED IN DRILL
 HN0820'HOLE IN ROCK OUTCROP AT EDGE OF CLIFF.
 HN0820'
 HN0820'REFERENCE MARK NO. 3--A STANDARD USGS REFERENCE MARK TABLET
 HN0820'STAMPED RM 3 1959 1971 SET IN ROCK 1.8 FT BELOW STATION MARK.
 HN0820'
 HN0820'REFERENCE MARK NO. 4--A STANDARD USGS REFERENCE MARK TABLET
 HN0820'STAMPED RM 4 1959 1971 SET IN ROCK 4.1 FT BELOW STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0467 ***********************************************************************
 JN0467  DESIGNATION -  MUDDY
 JN0467  PID         -  JN0467
 JN0467  STATE/COUNTY-  UT/WAYNE
 JN0467  COUNTRY     -  US
 JN0467  USGS QUAD   -  SKYLINE RIM (2017)
 JN0467
 JN0467                         *CURRENT SURVEY CONTROL
 JN0467  ______________________________________________________________________
 JN0467* NAD 83(1994) POSITION- 38 25 53.47289(N) 110 50 03.08576(W)   ADJUSTED
 JN0467* NAVD 88 ORTHO HEIGHT -  1512.9   (meters)     4964.    (feet) VERTCON3
 JN0467  ______________________________________________________________________
 JN0467  GEOID HEIGHT    -        -19.995 (meters)                     GEOID18
 JN0467  LAPLACE CORR    -         -4.22  (seconds)                    DEFLEC18
 JN0467  HORZ ORDER      -  SECOND
 JN0467
 JN0467.The horizontal coordinates were established by classical geodetic methods
 JN0467.and adjusted by the National Geodetic Survey in November 1997.
 JN0467
 JN0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0467
 JN0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0467.GEOID18 height accuracy estimate available here.
 JN0467
 JN0467.Click photographs - Photos may exist for this station.
 JN0467
 JN0467.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0467
 JN0467. The following values were computed from the NAD 83(1994) position.
 JN0467
 JN0467;                    North         East     Units Scale Factor Converg.
 JN0467;SPC UT S     - 3,196,084.285   558,135.739   MT  1.00001507   +0 24 28.6
 JN0467;SPC UT S     -10,485,819.86  1,831,150.34   sFT  1.00001507   +0 24 28.6
 JN0467;UTM  12      - 4,253,707.867   514,471.920   MT  0.99960258   +0 06 11.0
 JN0467
 JN0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0467!SPC UT S     -   0.99976581  x   1.00001507  =   0.99978088
 JN0467!UTM  12      -   0.99976581  x   0.99960258  =   0.99936849
 JN0467
 JN0467:                Primary Azimuth Mark                     Grid Az
 JN0467:SPC UT S     -  MUDDY AZ MK                              279 13 08.1
 JN0467:UTM  12      -  MUDDY AZ MK                              279 31 25.7
 JN0467
 JN0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH1447153707(NAD 83)
 JN0467
 JN0467|---------------------------------------------------------------------|
 JN0467| PID    Reference Object                     Distance      Geod. Az  |
 JN0467|                                                           dddmmss.s |
 JN0467| CM7693 MUDDY RM 1                            7.414 METERS 07000     |
 JN0467| CM7694 MUDDY RM 2                            8.691 METERS 14831     |
 JN0467| CM7695 MUDDY RM 3                            9.225 METERS 16749     |
 JN0467| CM7692 MUDDY AZ MK                                        2793736.7 |
 JN0467|---------------------------------------------------------------------|
 JN0467
 JN0467                          SUPERSEDED SURVEY CONTROL
 JN0467
 JN0467  NAD 83(1986)-  38 25 53.46529(N)    110 50 03.08119(W) AD(       ) 2
 JN0467  NAD 27      -  38 25 53.53299(N)    110 50 00.52615(W) AD(       ) 2
 JN0467  NGVD 29 (07/19/86) 1511.8    (m)         4960.     (f) VERT ANG       
 JN0467
 JN0467.Superseded values are not recommended for survey control.
 JN0467
 JN0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0467.See file dsdata.pdf to determine how the superseded data were derived.
 JN0467
 JN0467_MARKER: DS = TRIANGULATION STATION DISK
 JN0467_SETTING: 80 = SET IN A BOULDER
 JN0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0467+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004
 JN0467
 JN0467  HISTORY     - Date     Condition        Report By
 JN0467  HISTORY     - 1938     MONUMENTED       CGS
 JN0467  HISTORY     - 1952     GOOD             USGS
 JN0467  HISTORY     - 1963     SEE DESCRIPTION  CGS
 JN0467  HISTORY     - 1965     GOOD             CGS
 JN0467  HISTORY     - 1969     GOOD             CGS
 JN0467  HISTORY     - 20040606 GOOD             INDIV
 JN0467
 JN0467                          STATION DESCRIPTION
 JN0467
 JN0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JN0467'STATION IS LOCATED ABOUT 8-1/2 MILES AIRLINE WNW OF HANKSVILLE,
 JN0467'AND ABOUT 11-1/2 MILES NE OF CAINEVILLE, AT E END OF A LARGE
 JN0467'FLAT ON A SMALL SAND RIDGE THAT DROPS OFF STEEP ON E SIDE INTO
 JN0467'MUDDY RIVER LOWLANDS.
 JN0467'
 JN0467'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 JN0467'BOULDERS.  AZIMUTH MARK IS A
 JN0467'STANDARD BRONZE DISK IN OUTCROPPING BEDROCK AS DESCRIBED.
 JN0467'
 JN0467'STATION IS REACHED FROM CAINEVILLE POST OFFICE (A SMALL FRAME
 JN0467'HOUSE ON E SIDE OF ROAD ON UTAH 24, 20.4 MILES W OF HANKSVILLE)
 JN0467'BY GOING NE 0.1 MILE TO A WASH, CROSS WASH AND CONTINUE E 0.2
 JN0467'MILE TO CHURCH AND SCHOOLHOUSE ON L.  CONTINUE 0.15 MILE TO A
 JN0467'T-ROAD.  THENCE L, N, AND E ON MAIN, GRADED, DIRT ROAD TOWARD
 JN0467'HANKSVILLE 7.75 MILES TO TOP OF A SMALL HILL AND TOP OF BENCH.
 JN0467'CONTINUE ABOUT 30 YARDS TO A DIM FORK TO L (THIS POINT IS 11.95
 JN0467'MILES W OF HANKSVILLE POST OFFICE).  TURN L ON TRACK ROAD AND
 JN0467'GO N 1.9 MILES TO A WASH.  CROSS WASH, TURNING TO R, AND
 JN0467'FOLLOW TRACK ROAD E AND N 4.05 MILES (TRACK ROAD LEADING
 JN0467'STRAIGHT AHEAD IS ROAD TO STARVATION).  AT THIS POINT LEAVE
 JN0467'TRACK ROAD AND DRIVE NE ACROSS COUNTRY (TRACKS OF TRUCK MAY BE
 JN0467'VISIBLE) 0.95 MILE TO N END OF LOW SANDSTONE OUTCROPPING.
 JN0467'THEN TURN R, SE, AND DRIVE ALONG L SIDE OF SANDSTONE
 JN0467'OUTCROPPING HEADING FOR HIGHEST POINT WHICH IS MARKED
 JN0467'BY A SMALL ROCK CAIRN, 1.3 MILES DISTANCE.  AZIMUTH MARK IS
 JN0467'AT THIS POINT.  ON E PART OF SANDSTONE OUTCROPPING,
 JN0467'FLUSH WITH GROUND, AND IT IS 100 YARDS NE OF SMALL ROCK
 JN0467'CAIRN.  THENCE TURN L AND GO 0.8 MILE TO E END OF RIDGE AT
 JN0467'EDGE OF RIM AND STATION.
 JN0467'
 JN0467'NEAREST WATER IS AT CAINEVILLE, OR HANKSVILLE.  IN CASE OF
 JN0467'RAIN, FREMONT RIVER CROSSING 3.45 MILES W OF CAINEVILLE AND
 JN0467'MUDDY RIVER CROSSING N OF HANKSVILLE WILL BE TOO WET TO CROSS.
 JN0467
 JN0467                          STATION RECOVERY (1952)
 JN0467
 JN0467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 JN0467'STATION RECOVERED AS DESCRIBED EXCEPT REFERENCE
 JN0467'MARK NO.2 WHICH WAS DESTROYED.
 JN0467'
 JN0467'REFERENCE MARKS - NONE.
 JN0467
 JN0467                          STATION RECOVERY (1963)
 JN0467
 JN0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JN0467'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 JN0467'RECOVERED.  THE BOULDER THE STATION MARK WAS SET IN HAD NOT
 JN0467'WEATHERED WELL.  THE EXACT POINT WAS HELD AND A NEW PIPE
 JN0467'SURFACE MARK AND AN UNDERGROUND MARK WERE SET.  REFERENCE MARK
 JN0467'1 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 JN0467'DISTANCE AND DIRECTION TO REFERENCE MARK 1 AND THE DIRECTION TO
 JN0467'THE AZIMUTH MARK CHECKED WITH THE PREVIOUS MEASUREMENTS.
 JN0467'THE BOULDER REFERENCE MARK 2 WAS SET IN HAD SPLIT AND
 JN0467'THE MARK WAS FOUND ON THE GROUND.  REFERENCE MARK 3 WAS
 JN0467'ESTABLISHED.  THE 1938 ROUTE TO THE STATION WAS NOT
 JN0467'CHECKED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 JN0467'
 JN0467'THE STATION IS LOCATED ABOUT 24-3/4 MILES NORTHEAST OF FRUITA,
 JN0467'7-3/4 MILES NORTHWEST OF HANKSVILLE, 4-3/4 MILES SOUTH OF THE
 JN0467'EMERY-WAYNE COUNTY LINE, 3-1/2 MILES SOUTHWEST OF MUDDY CREEK
 JN0467'ABOUT MIDWAY ALONG A PROMINENT NORTH-SOUTH ESCARPMENT KNOWN AS
 JN0467'SKYLINE RIM AND ABOUT 1-1/2 MILES NORTH OF THE HIGHEST POINT OF
 JN0467'THE RIM.
 JN0467'
 JN0467'TO REACH THE STATION BY HELICOPTER FROM THE HANKSVILLE AIRPORT,
 JN0467'FLY WESTERLY ON A TRUE COURSE OF 280 DEGREES FOR ABOUT 7-1/2
 JN0467'MILES TO SKYLINE RIM AND THE STATION.  TO REACH THE AZIMUTH MARK
 JN0467'FROM THE STATION, PACK WEST FOR 0.8 MILE TO A LOW SAND RIDGE AND
 JN0467'THE MARK.
 JN0467'
 JN0467'THE STATION MARK IS A STANDARD DISK, STAMPED MUDDY 1938 1963,
 JN0467'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE 3 FEET LONG
 JN0467'THAT IS SET IN CONCRETE AND PROJECTS 4 INCHES.  IT IS ON THE
 JN0467'HIGHEST POINT OF A LOW DIRT HILL, 4.8 FEET SOUTH OF A METAL
 JN0467'WITNESS POST AND SIGN.
 JN0467'
 JN0467'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MUDDY
 JN0467'NO 1 1938, CEMENTED IN A DRILL HOLE IN A SMALL BOULDER THAT
 JN0467'PROJECTS 2 INCHES.  IT IS 150 FEET WEST OF THE EDGE OF THE RIM
 JN0467'AND 22.6 FEET EAST OF THE WITNESS POST.
 JN0467'
 JN0467'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED MUDDY NO 3 1938,
 JN0467'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE 3 FEET LONG THAT
 JN0467'IS SET IN CONCRETE AND PROJECTS 6 INCHES.  IT IS 150 FEET WEST
 JN0467'OF THE EDGE OF THE RIM AND 35 FEET SOUTH OF THE WITNESS POST.
 JN0467'
 JN0467'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MUDDY
 JN0467'1938, CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK 10 BY
 JN0467'21 FEET IN CROSS SECTION AND PROJECTING 4 INCHES.  THE OUTCROP
 JN0467'IS THE MOST NORTHERLY IN A GROUP OF SCATTERED OUTCROPS ON A LOW,
 JN0467'SANDY NORTH-SOUTH RIDGE.  IT IS 700 FEET WEST OF A BLADED SAND
 JN0467'ROAD, 110 FEET NORTHEAST OF A LARGE BOULDER THAT PROJECTS 5
 JN0467'FEET AND 3.8 FEET SOUTHEAST OF A SMALL CAIRN WITH TWO SMALL
 JN0467'BOARDS IN IT.
 JN0467
 JN0467                          STATION RECOVERY (1965)
 JN0467
 JN0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WRH)
 JN0467'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 JN0467'AND FOUND IN GOOD CONDITION.
 JN0467'
 JN0467'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 JN0467'
 JN0467'STATION IS LOCATED ABOUT 8.5 MILES WEST NORTHWEST OF HANKSVILLE,
 JN0467'ABOUT 11.5 MILES NORTHEAST OF CAINESVILLE AND ABOUT 3.5 MILES
 JN0467'SOUTHWEST OF THE MUDDY RIVER ON THE EAST END OF A LARGE FLAT ON
 JN0467'A SMALL SAND RIDGE THAT DROPS OFF SHARPLY TO THE EAST INTO THE
 JN0467'MUDDY RIVER LOWLANDS.
 JN0467'
 JN0467'STATION MARK IS A STANDARD DISK BRAZED TO THE TOP OF A 2-1/2
 JN0467'INCH STEEL PIPE.  IT IS STAMPED MUDDY 1938 1963 AND PROJECTS
 JN0467'3 INCHES.
 JN0467'
 JN0467'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 JN0467'SANDSTONE.  IT IS STAMPED MUDDY NO. 1 1938.
 JN0467'
 JN0467'REFERENCE MARK NO. 3 IS A STANDARD DISK BRAZED TO THE TOP OF A
 JN0467'2-1/2 INCH STEEL PIPE.  IT IS STAMPED MUDDY NO. 3 1938 AND
 JN0467'PROJECTS 6 INCHES.
 JN0467'
 JN0467'AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN SANDSTONE
 JN0467'1 FOOT SOUTHEAST OF A SMALL CAIRN.  IT IS STAMPED MUDDY 1938.
 JN0467'
 JN0467'TO REACH THE STATION FROM THE POST OFFICE IN HANKSVILLE GO WEST
 JN0467'0.1 MILE TO AN INTERSECTION, TURN RIGHT AND GO NORTH 0.1 MILE
 JN0467'PASSING HANKSVILLE GRADE SCHOOL TO AN INTERSECTION AND STATE
 JN0467'HIGHWAY 24, TURN LEFT AND GO WEST ON STATE HIGHWAY 24 FOR 11.8
 JN0467'MILES TO A ROAD RIGHT, TURN RIGHT AND GO NORTH ON DIRT ROAD
 JN0467'FOR 6.5 MILES TO SIDE ROAD RIGHT, TURN RIGHT AND GO EAST FOR 0.9
 JN0467'MILE TO A CROSS ROAD, TURN RIGHT AND GO SOUTH 0.6 MILE ON DIRT
 JN0467'ROAD TO A SIDE ROAD LEFT, (NOTE--HERE CONTINUE STRAIGHT AHEAD
 JN0467'SOUTH FOR 0.2 MILE TO THE AZIMUTH MARK), TURN LEFT AND GO
 JN0467'0.7 MILE EAST SOUTHEAST ON TRUCK ROAD TO THE STATION AS
 JN0467'DESCRIBED.
 JN0467
 JN0467                          STATION RECOVERY (1969)
 JN0467
 JN0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 JN0467'MUDDY 1938 1963-GOOD
 JN0467'
 JN0467'REACHED BY HELICOPTER.
 JN0467
 JN0467                          STATION RECOVERY (2004)
 JN0467
 JN0467'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HDM)
 JN0467'STATION MARK, RM1, RM3 AND AZIMUTH MARK ALL RECOVERED IN GOOD
 JN0467'CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3687 ***********************************************************************
 AA3687  CBN         -  This is a Cooperative Base Network Control Station.
 AA3687  DESIGNATION -  MUHAR
 AA3687  PID         -  AA3687
 AA3687  STATE/COUNTY-  UT/SALT LAKE
 AA3687  COUNTRY     -  US
 AA3687  USGS QUAD   -  MAGNA (2017)
 AA3687
 AA3687                         *CURRENT SURVEY CONTROL
 AA3687  ______________________________________________________________________
 AA3687* NAD 83(2011) POSITION- 40 43 36.27323(N) 112 01 21.10460(W)   ADJUSTED
 AA3687* NAD 83(2011) ELLIP HT-  1276.935 (meters)        (06/27/12)   ADJUSTED
 AA3687* NAD 83(2011) EPOCH   -  2010.00
 AA3687* NAVD 88 ORTHO HEIGHT -  1294.1   (meters)     4246.    (feet) GPS OBS
 AA3687  ______________________________________________________________________
 AA3687  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AA3687  GEOID HEIGHT    -        -17.147 (meters)                     GEOID09
 AA3687  GEOID HEIGHT    -        -17.167 (meters)                     GEOID18
 AA3687  NAD 83(2011) X  - -1,815,389.967 (meters)                     COMP
 AA3687  NAD 83(2011) Y  - -4,488,166.048 (meters)                     COMP
 AA3687  NAD 83(2011) Z  -  4,140,306.849 (meters)                     COMP
 AA3687  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 AA3687
 AA3687  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3687  Standards:
 AA3687         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3687            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3687  -------------------------------------------------------------------
 AA3687  NETWORK    0.60   0.90           0.27   0.21   0.46     -0.03696158
 AA3687  -------------------------------------------------------------------
 AA3687  Click here for local accuracies and other accuracy information.
 AA3687
 AA3687.The horizontal coordinates were established by GPS observations
 AA3687.and adjusted by the National Geodetic Survey in June 2012.
 AA3687
 AA3687.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3687.been affixed to the stable North American tectonic plate. See 
 AA3687.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3687
 AA3687.The horizontal coordinates are valid at the epoch date displayed above
 AA3687.which is a decimal equivalence of Year/Month/Day.
 AA3687
 AA3687.The orthometric height was determined by GPS observations and a
 AA3687.high-resolution geoid model.
 AA3687
 AA3687.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3687.GEOID18 height accuracy estimate available here.
 AA3687
 AA3687.Click photographs - Photos may exist for this station.
 AA3687
 AA3687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3687
 AA3687.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3687
 AA3687.The ellipsoidal height was determined by GPS observations
 AA3687.and is referenced to NAD 83.
 AA3687
 AA3687. The following values were computed from the NAD 83(2011) position.
 AA3687
 AA3687;                    North         East     Units Scale Factor Converg.
 AA3687;SPC UT C     - 2,265,854.771   455,855.226   MT  1.00002000   -0 20 05.0
 AA3687;SPC UT C     - 7,433,891.86  1,495,585.02   sFT  1.00002000   -0 20 05.0
 AA3687;UTM  12      - 4,508,926.380   413,648.870   MT  0.99969178   -0 40 01.9
 AA3687
 AA3687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3687!SPC UT C     -   0.99979973  x   1.00002000  =   0.99981973
 AA3687!UTM  12      -   0.99979973  x   0.99969178  =   0.99949158
 AA3687
 AA3687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1364808926(NAD 83)
 AA3687
 AA3687                          SUPERSEDED SURVEY CONTROL
 AA3687
 AA3687  NAD 83(2007)-  40 43 36.27292(N)    112 01 21.10513(W) AD(2002.00) 0
 AA3687  ELLIP H (02/10/07) 1276.950  (m)                       GP(2002.00)    
 AA3687  ELLIP H (06/28/00) 1276.971  (m)                       GP(       ) 4 1
 AA3687  NAD 83(1994)-  40 43 36.27196(N)    112 01 21.10392(W) AD(       ) B
 AA3687  ELLIP H (04/21/95) 1277.028  (m)                       GP(       ) 4 1
 AA3687  NAVD 88 (06/28/00) 1294.1    (m)  GEOID99  model used  GPS OBS        
 AA3687  NAVD 88 (04/21/95) 1294.2    (m)  GEOID93  model used  GPS OBS        
 AA3687
 AA3687.Superseded values are not recommended for survey control.
 AA3687
 AA3687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3687.See file dsdata.pdf to determine how the superseded data were derived.
 AA3687
 AA3687_MARKER: DD = SURVEY DISK
 AA3687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3687_STAMPING: MUHAR 1993
 AA3687_MARK LOGO: SLCS
 AA3687_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3687+STABILITY: SURFACE MOTION
 AA3687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3687+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2010
 AA3687
 AA3687  HISTORY     - Date     Condition        Report By
 AA3687  HISTORY     - 1993     MONUMENTED       UT-035
 AA3687  HISTORY     - 19990615 GOOD             SLCS
 AA3687  HISTORY     - 20100104 GOOD             INDIV
 AA3687
 AA3687                          STATION DESCRIPTION
 AA3687
 AA3687'DESCRIBED BY SALT LAKE COUNTY UTAH 1993 (CL)
 AA3687'STATION IS LOCATED ABOUT 12 KM (7.45 MI) WEST OF SALT LAKE CITY, 8 KM
 AA3687'(4.95 MI) EAST OF MAGNA, IN THE NORTHEAST ANGLE OF THE JUNCTION OF
 AA3687'STATE HIGHWAYS 172 (5600 WEST) AND 201 (2100 SOUTH), 180 M (590.5 FT)
 AA3687'NORTHEAST OF THE OVERPASS AT THE JUNCTION, ALONG THE RIGHT-OF-WAY
 AA3687'FENCE PARALLELING THE RAMP LEADING FROM HIGHWAY 201 WEST TO HIGHWAY
 AA3687'172 NORTH, NEAR THE SOUTHWEST CORNER OF SECTION 13, T 1 S, R 2 W.
 AA3687'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE
 AA3687'UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 15 AND STATE HIGHWAY
 AA3687'201 (EXIT 308) IN SALT LAKE CITY, GO WEST ON HIGHWAY 201 (2100 SOUTH)
 AA3687'FOR 3.98 KM (2.45 MI) TO THE UNDERPASS AT INTERSTATE HIGHWAY 215.
 AA3687'CONTINUE WEST FOR 5.73 KM (3.55 MI) TO THE EXIT RAMP ON THE RIGHT FOR
 AA3687'EXIT 11.  BEAR RIGHT ON RAMP FOR 0.37 KM (0.20 MI) TO THE STATION ON
 AA3687'THE RIGHT. STATION MARK IS A TRIANGULAR-SHAPED COUNTY DISK SET IN THE
 AA3687'TOP OF A 22 -CM ROUND CONCRETE POST 7 CM BELOW GROUND, INSIDE OF A
 AA3687'CAST IRON RING AND LID SET IN A 1.2 M (3.9 FT) SQUARE CONCRETE PAD
 AA3687'PROJECTING 5 CM ABOVE GROUND.  THE LETTERS 'GPS HARN' ARE ETCHED IN
 AA3687'THE PAD.  IT IS 3.8 M (12.5 FT) SOUTHWEST OF THE FENCE POST AT BEND IN
 AA3687'THE FENCE LINE, 3.7 M (12.1 FT) SOUTHWEST OF A FIBERGLASS WITNESS
 AA3687'POST, AND 32.0 M (105.0 FT) NORTHEAST OF THE EDGE OF THE RAMP.
 AA3687'DESCRIBED BY G.R.HEID
 AA3687
 AA3687                          STATION RECOVERY (1999)
 AA3687
 AA3687'RECOVERY NOTE BY SALT LAKE COUNTY SURVEYOR 1999 (RM)
 AA3687'RECOVERED AS DESCRIBED.
 AA3687
 AA3687                          STATION RECOVERY (2010)
 AA3687
 AA3687'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (LR)
 AA3687'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0342 ***********************************************************************
 JN0342  DESIGNATION -  MULLIGAN
 JN0342  PID         -  JN0342
 JN0342  STATE/COUNTY-  UT/EMERY
 JN0342  COUNTRY     -  US
 JN0342  USGS QUAD   -  MESA BUTTE (2017)
 JN0342
 JN0342                         *CURRENT SURVEY CONTROL
 JN0342  ______________________________________________________________________
 JN0342* NAD 83(1994) POSITION- 38 45 35.82216(N) 111 08 16.39400(W)   ADJUSTED
 JN0342* NAVD 88 ORTHO HEIGHT -  1799.3   (meters)     5903.    (feet) VERTCON3
 JN0342  ______________________________________________________________________
 JN0342  GEOID HEIGHT    -        -18.387 (meters)                     GEOID18
 JN0342  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 JN0342  HORZ ORDER      -  THIRD
 JN0342
 JN0342.The horizontal coordinates were established by classical geodetic methods
 JN0342.and adjusted by the National Geodetic Survey in November 1997.
 JN0342
 JN0342.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0342
 JN0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0342.GEOID18 height accuracy estimate available here.
 JN0342
 JN0342.Click photographs - Photos may exist for this station.
 JN0342
 JN0342.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0342
 JN0342. The following values were computed from the NAD 83(1994) position.
 JN0342
 JN0342;                    North         East     Units Scale Factor Converg.
 JN0342;SPC UT C     - 2,047,428.321   531,476.463   MT  1.00007323   +0 13 55.1
 JN0342;SPC UT C     - 6,717,271.08  1,743,685.70   sFT  1.00007323   +0 13 55.1
 JN0342;UTM  12      - 4,290,147.617   488,019.862   MT  0.99960177   -0 05 10.8
 JN0342
 JN0342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0342!SPC UT C     -   0.99972065  x   1.00007323  =   0.99979386
 JN0342!UTM  12      -   0.99972065  x   0.99960177  =   0.99932253
 JN0342
 JN0342:                Primary Azimuth Mark                     Grid Az
 JN0342:SPC UT C     -  SPRING                                   163 13 17.7
 JN0342:UTM  12      -  SPRING                                   163 32 23.6
 JN0342
 JN0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH8801990147(NAD 83)
 JN0342
 JN0342|---------------------------------------------------------------------|
 JN0342| PID    Reference Object                     Distance      Geod. Az  |
 JN0342|                                                           dddmmss.s |
 JN0342| JN0345 SPRING                              APPROX. 9.6 KM 1632712.8 |
 JN0342|---------------------------------------------------------------------|
 JN0342
 JN0342                          SUPERSEDED SURVEY CONTROL
 JN0342
 JN0342  NAD 83(1986)-  38 45 35.81329(N)    111 08 16.38861(W) AD(       ) 3
 JN0342  NAD 27      -  38 45 35.89725(N)    111 08 13.78931(W) AD(       ) 3
 JN0342  NGVD 29 (07/19/86) 1798.2    (m)         5900.     (f) VERT ANG       
 JN0342
 JN0342.Superseded values are not recommended for survey control.
 JN0342
 JN0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0342.See file dsdata.pdf to determine how the superseded data were derived.
 JN0342
 JN0342_MARKER: DD = SURVEY DISK
 JN0342_SETTING: 80 = SET IN A BOULDER
 JN0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0342+STABILITY: SURFACE MOTION
 JN0342
 JN0342  HISTORY     - Date     Condition        Report By
 JN0342  HISTORY     - 1952     MONUMENTED       USGS
 JN0342
 JN0342                          STATION DESCRIPTION
 JN0342
 JN0342'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0342'LOCATED ABOUT 26.0 MI. SSE. OF FERRON, 24.0 MI. WSW. OF SAN RAFAEL
 JN0342'KNOB NEAR BIG BEND OF MUDDY RIVER, ON NE. END OF MESA IN LARGE BLACK
 JN0342'BOULDER.
 JN0342'
 JN0342'STATION REACHED BY HELICOPTER.  STATION MAY BE REACHED BY DRIVING TO
 JN0342'GAUGING STATION AT LONE TREE ON MUDDY RIVER.  THIS GAUGING STATION
 JN0342'IS ABOUT 1.0 MI. NE. OF STATION.
 JN0342'
 JN0342'STATION MARK - STANDARD TABLET STAMPED ---MULLIGAN 1952--- CEMENTED IN
 JN0342'DRILL HOLE IN LARGE BLACK NATURALLY EMBEDDED BOULDER.
 JN0342'
 JN0342'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 JN0342'---1 1952--- CEMENTED IN DRILL HOLE IN BEDROCK, 26.78 FT. FROM STATION
 JN0342'MARK, N 09 DEG 14 MIN E.
 JN0342'
 JN0342'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED
 JN0342'---2 1952--- CEMENTED IN DRILL HOLE IN BEDROCK, 30.01 FT. FROM STATION
 JN0342'MARK, N 48 DEG 56 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1133 ***********************************************************************
 LO1133  DESIGNATION -  MURDOCK
 LO1133  PID         -  LO1133
 LO1133  STATE/COUNTY-  UT/DUCHESNE
 LO1133  COUNTRY     -  US
 LO1133  USGS QUAD   -  MIRROR LAKE (2017)
 LO1133
 LO1133                         *CURRENT SURVEY CONTROL
 LO1133  ______________________________________________________________________
 LO1133* NAD 83(1994) POSITION- 40 40 50.01470(N) 110 53 29.04800(W)   ADJUSTED
 LO1133* NAVD 88 ORTHO HEIGHT -  3419.1   (meters)    11217.    (feet) VERTCON3
 LO1133  ______________________________________________________________________
 LO1133  GEOID HEIGHT    -        -12.831 (meters)                     GEOID18
 LO1133  LAPLACE CORR    -          3.64  (seconds)                    DEFLEC18
 LO1133  HORZ ORDER      -  SECOND
 LO1133
 LO1133.The horizontal coordinates were established by classical geodetic methods
 LO1133.and adjusted by the National Geodetic Survey in November 1997.
 LO1133
 LO1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1133
 LO1133.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1133.GEOID18 height accuracy estimate available here.
 LO1133
 LO1133.Click photographs - Photos may exist for this station.
 LO1133
 LO1133.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1133
 LO1133. The following values were computed from the NAD 83(1994) position.
 LO1133
 LO1133;                    North         East     Units Scale Factor Converg.
 LO1133;SPC UT C     - 2,260,772.266   551,450.902   MT  1.00000775   +0 23 23.5
 LO1133;SPC UT C     - 7,417,217.01  1,809,218.50   sFT  1.00000775   +0 23 23.5
 LO1133;UTM  12      - 4,503,302.806   509,177.193   MT  0.99960104   +0 04 14.8
 LO1133
 LO1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1133!SPC UT C     -   0.99946596  x   1.00000775  =   0.99947371
 LO1133!UTM  12      -   0.99946596  x   0.99960104  =   0.99906722
 LO1133
 LO1133:                Primary Azimuth Mark                     Grid Az
 LO1133:SPC UT C     -  MURDOCK AZ MK                            095 05 30.1
 LO1133:UTM  12      -  MURDOCK AZ MK                            095 24 38.8
 LO1133
 LO1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL0917703302(NAD 83)
 LO1133
 LO1133|---------------------------------------------------------------------|
 LO1133| PID    Reference Object                     Distance      Geod. Az  |
 LO1133|                                                           dddmmss.s |
 LO1133| LO1127 HAYDEN PEAK TARGET                  APPROX. 7.3 KM 0330727.1 |
 LO1133| LO1124 FOUR LAKES BASIN CAIRN              APPROX.12.2 KM 0940241.5 |
 LO1133| CP6296 MURDOCK AZ MK                                      0952853.6 |
 LO1133| CP6297 MURDOCK RM 1                         17.002 METERS 25717     |
 LO1133| LO1135 BALD MTN CAIRN                      APPROX. 2.3 KM 3340414.1 |
 LO1133| CP6298 MURDOCK RM 2                         22.649 METERS 34509     |
 LO1133| LO1134 MURDOCK RM DRILL HOLE                32.385 METERS 34630     |
 LO1133|---------------------------------------------------------------------|
 LO1133
 LO1133                          SUPERSEDED SURVEY CONTROL
 LO1133
 LO1133  NAD 83(1993)-  40 40 50.01497(N)    110 53 29.04699(W) AD(       ) 2
 LO1133  NAD 83(1986)-  40 40 49.99983(N)    110 53 29.03691(W) AD(       ) 2
 LO1133  NAD 27      -  40 40 50.18120(N)    110 53 26.44380(W) AD(       ) 2
 LO1133  NGVD 29 (07/19/86) 3417.5    (m)        11212.     (f) VERT ANG       
 LO1133
 LO1133.Superseded values are not recommended for survey control.
 LO1133
 LO1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1133.See file dsdata.pdf to determine how the superseded data were derived.
 LO1133
 LO1133_MARKER: DS = TRIANGULATION STATION DISK
 LO1133_SETTING: 80 = SET IN A BOULDER
 LO1133_STAMPING: MURDOCK 1962
 LO1133_MARK LOGO: CGS
 LO1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1133+STABILITY: SURFACE MOTION
 LO1133
 LO1133  HISTORY     - Date     Condition        Report By
 LO1133  HISTORY     - 1962     MONUMENTED       CGS
 LO1133
 LO1133                          STATION DESCRIPTION
 LO1133
 LO1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO1133'THE STATION IS LOCATED ON MURDOCK MOUNTAIN, 1/2 MILE SOUTHEAST
 LO1133'OF STATE HIGHWAY 150, 1-3/4 MILES SOUTH OF MIRROR LAKE, 20
 LO1133'MILES EAST NORTHEAST OF KAMAS AND 22 MILES SOUTH OF THE
 LO1133'UTAH-WYOMING STATE LINE.
 LO1133'
 LO1133'TO REACH FROM FRONT STREET AND WHERE U.S. HIGHWAY 30S TURNS EAST
 LO1133'UNDER THE UNDERPASS IN EVANSTON GO SOUTH ON FRONT STREET,
 LO1133'WHICH LATER BECOMES STATE HIGHWAY 150 FOR 0.8 MILE TO THE
 LO1133'WYOMING STATE HOSPITAL ON THE LEFT.  CONTINUE SOUTHERLY ON A
 LO1133'PAVED ROAD FOR 7.55 MILES TO THE BRIDGE OVER BEAR RIVER.
 LO1133'CONTINUE AHEAD ON THE MAIN PAVED HIGHWAY, SOUTHERLY FOR 17.5
 LO1133'MILES TO THE UTAH-WYOMING STATE LINE.  CONTINUE AHEAD ON
 LO1133'THE HIGHWAY FOR 5.8 MILES TO THE BEAR RIVER SERVICE ON THE
 LO1133'RIGHT.  CONTINUE AHEAD ON THE HIGHWAY FOR 17.3 MILES TO THE
 LO1133'MIRROR LAKE SERVICE ON THE RIGHT.  CONTINUE AHEAD ON THE
 LO1133'HIGHWAY FOR 1.8 MILES TO A TURN OUT ON THE LEFT, JUST BEFORE
 LO1133'REACHING THE TOP OF BALD MOUNTAIN PASS AND A SIGN BALD
 LO1133'MTN. PASS, DUCHESNE RIVER DRAINAGE - PACIFIC
 LO1133'OCEAN, PROVO RIVER DRAINAGE - GREAT BASIN.  AND THE END OF
 LO1133'TRUCK TRAVEL.  FROM HERE PACK SOUTHEAST TO THE TOP OF A
 LO1133'SLIGHTLY ROUND NEARLY FLAT TOPPED MOUNTAIN AND THE
 LO1133'STATION.  A 40 MINUTE PACK.
 LO1133'
 LO1133'THE STATION MARK IS A STANDARD DISK, STAMPED MURDOCK 1962,
 LO1133'CEMENTED IN A DRILL HOLE IN A TRIANGLE SHAPED BOULDER PROJECTING
 LO1133'6 INCHES.  IT IS 150 FEET SOUTH OF THE HIGHEST POINT AND 180
 LO1133'FEET EAST OF SOME BRUSH ON THE TOP OF THE HILL.
 LO1133'
 LO1133'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MURDOCK NO 1 1962,
 LO1133'CEMENTED IN A DRILL HOLE IN A 3 BY 5 FOOT BOULDER FLUSH WITH
 LO1133'THE GROUND.  IT IS THE SAME ELEVATION AS THE STATION MARK.
 LO1133'
 LO1133'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MURDOCK NO 2
 LO1133'1962, CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT BOULDER
 LO1133'FLUSH WITH THE GROUND.  IT IS THE SAME ELEVATION AS THE STATION
 LO1133'MARK.
 LO1133'
 LO1133'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MURDOCK 1962,
 LO1133'CEMENTED IN A DRILL HOLE IN A 3 BY 3 FOOT BOULDER PROJECTING
 LO1133'6 INCHES ABOVE THE GROUND.  IT IS ABOUT 20 FEET LOWER THAN THE
 LO1133'STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3703 ***********************************************************************
 AA3703  CBN         -  This is a Cooperative Base Network Control Station.
 AA3703  DESIGNATION -  MURPHY
 AA3703  PID         -  AA3703
 AA3703  STATE/COUNTY-  UT/SALT LAKE
 AA3703  COUNTRY     -  US
 AA3703  USGS QUAD   -  JORDAN NARROWS (2017)
 AA3703
 AA3703                         *CURRENT SURVEY CONTROL
 AA3703  ______________________________________________________________________
 AA3703* NAD 83(2011) POSITION- 40 26 05.02152(N) 111 55 48.77696(W)   ADJUSTED
 AA3703* NAD 83(2011) ELLIP HT-  1456.093 (meters)        (06/27/12)   ADJUSTED
 AA3703* NAD 83(2011) EPOCH   -  2010.00
 AA3703* NAVD 88 ORTHO HEIGHT -  1473.4   (meters)     4834.    (feet) GPS OBS
 AA3703  ______________________________________________________________________
 AA3703  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AA3703  GEOID HEIGHT    -        -17.283 (meters)                     GEOID09
 AA3703  GEOID HEIGHT    -        -17.262 (meters)                     GEOID18
 AA3703  NAD 83(2011) X  - -1,816,087.177 (meters)                     COMP
 AA3703  NAD 83(2011) Y  - -4,510,783.486 (meters)                     COMP
 AA3703  NAD 83(2011) Z  -  4,115,790.168 (meters)                     COMP
 AA3703  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC18
 AA3703
 AA3703  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3703  Standards:
 AA3703         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3703            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3703  -------------------------------------------------------------------
 AA3703  NETWORK    0.54   1.00           0.25   0.18   0.51     -0.06543309
 AA3703  -------------------------------------------------------------------
 AA3703  Click here for local accuracies and other accuracy information.
 AA3703
 AA3703.The horizontal coordinates were established by GPS observations
 AA3703.and adjusted by the National Geodetic Survey in June 2012.
 AA3703
 AA3703.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3703.been affixed to the stable North American tectonic plate. See 
 AA3703.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3703
 AA3703.The horizontal coordinates are valid at the epoch date displayed above
 AA3703.which is a decimal equivalence of Year/Month/Day.
 AA3703
 AA3703.The orthometric height was determined by GPS observations and a
 AA3703.high-resolution geoid model.
 AA3703
 AA3703.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3703.GEOID18 height accuracy estimate available here.
 AA3703
 AA3703.Click photographs - Photos may exist for this station.
 AA3703
 AA3703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3703
 AA3703.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3703
 AA3703.The ellipsoidal height was determined by GPS observations
 AA3703.and is referenced to NAD 83.
 AA3703
 AA3703. The following values were computed from the NAD 83(2011) position.
 AA3703
 AA3703;                    North         East     Units Scale Factor Converg.
 AA3703;SPC UT C     - 2,233,387.136   463,498.082   MT  0.99995355   -0 16 32.1
 AA3703;SPC UT C     - 7,327,370.96  1,520,659.96   sFT  0.99995355   -0 16 32.1
 AA3703;UTM  12      - 4,476,425.027   421,102.327   MT  0.99967662   -0 36 12.1
 AA3703
 AA3703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3703!SPC UT C     -   0.99977163  x   0.99995355  =   0.99972519
 AA3703!UTM  12      -   0.99977163  x   0.99967662  =   0.99944833
 AA3703
 AA3703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2110276425(NAD 83)
 AA3703
 AA3703                          SUPERSEDED SURVEY CONTROL
 AA3703
 AA3703  NAD 83(2007)-  40 26 05.02122(N)    111 55 48.77751(W) AD(2002.00) 0
 AA3703  ELLIP H (02/10/07) 1456.110  (m)                       GP(2002.00)    
 AA3703  ELLIP H (06/28/00) 1456.132  (m)                       GP(       ) 4 1
 AA3703  NAD 83(1994)-  40 26 05.02035(N)    111 55 48.77612(W) AD(       ) B
 AA3703  ELLIP H (04/21/95) 1456.186  (m)                       GP(       ) 4 1
 AA3703  NAVD 88 (06/28/00) 1473.4    (m)  GEOID99  model used  GPS OBS        
 AA3703  NAVD 88 (04/21/95) 1473.5    (m)  GEOID93  model used  GPS OBS        
 AA3703
 AA3703.Superseded values are not recommended for survey control.
 AA3703
 AA3703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3703.See file dsdata.pdf to determine how the superseded data were derived.
 AA3703
 AA3703_MARKER: DD = SURVEY DISK
 AA3703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3703_STAMPING: MURPHY 1993
 AA3703_MARK LOGO: SLCS
 AA3703_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3703+STABILITY: SURFACE MOTION
 AA3703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3703+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2009
 AA3703
 AA3703  HISTORY     - Date     Condition        Report By
 AA3703  HISTORY     - 1993     MONUMENTED       UT-035
 AA3703  HISTORY     - 19990615 GOOD             SLCS
 AA3703  HISTORY     - 2002     GOOD             SLCS
 AA3703  HISTORY     - 20091019 GOOD             INDIV
 AA3703
 AA3703                          STATION DESCRIPTION
 AA3703
 AA3703'DESCRIBED BY SALT LAKE COUNTY UTAH 1993 (CL)
 AA3703'STATION IS LOCATED ABOUT 37 KM (23.00 MI) SOUTH OF SLAT LAKE CITY, 3.2
 AA3703'KM (2.00 MI) WEST OF INTERSTATE HIGHWAY 15, IN BLUFFDALE, ON THE WEST
 AA3703'SIDE OF HIGHWAY 68, ALONGSIDE THE STATE HIGHWAY RIGHT-OF-WAY FENCE,
 AA3703'AND 38.4 M (126.0 FT) NORTH OF THE SALT LAKE COUNTY AND UTAH COUNTY
 AA3703'BOUNDARY MARKER (0.9M HIGH SANDSTONE).  OWNERSHIP--STATE DEPARTMENT OF
 AA3703'TRANSPORTATION. TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 AA3703'INTERSTATE HIGHWAY 15 AND STATE HIGHWAY 71 (EXIT 294) BETWEEN RIVERTON
 AA3703'AND DRAPER, GO WEST ON HIGHWAY 71 (12300 SOUTH) FOR 1.1 KM (0.70 MI)
 AA3703'TO A RAILROAD CROSSING, CONTINUE 0.5 KM (0.30 MI) TO ROAD INTERSECT
 AA3703'(700 WEST). CONTINUE SOUTH-WESTERLY DOWN THROUGH THE JORDAN RIVER
 AA3703'BOTTOM FOR 1.8 KM (1.10 MI) TO A CROSSROAD (1300 WEST).  CONTINUE WEST
 AA3703'ON HIGHWAY 71 FOR 0.80 KM (0.50 MI) TO THE JUNCTION OF HIGHWAY 68
 AA3703'(1700 WEST). TURN LEFT, SOUTH ON HIGHWAY 68 AND GO 3.9 KM (2.40 MI) TO
 AA3703'JUNCTION OF HIGHWAY 140.  CONTINUE SOUTH ON HIGHWAY 68 FOR 6.4 KM
 AA3703'(3.95 MI) TO THE STATION, ON WEST SIDE OF HIGHWAY 68, AND ALONGSIDE
 AA3703'STATE HIGHWAY RIGHT-OF-WAY FENCE. STATION MARK IS A TRIANGULAR-SHAPED
 AA3703'COUNTY DISK SET IN THE TOP OF A 30 CM ROUND CONCRETE POST RECESSED 15
 AA3703'CM BELOW GROUND, INSIDE A CAST IRON RING AND LID SET IN A 1.2 M (3.9
 AA3703'FT) SQUARE CONCRETE PAD FLUSH WITH THE GROUND. THE LETTERS 'GPS HARN'
 AA3703'ARE ETCHED IN THE TOP OF PAD. IT IS 39.9 M (130.9 FT) WEST OF AND 1.0
 AA3703'M (3.3 FT) HIGHER THAN THE ROAD CENTER, 46.4 M (152.2 FT) NORTH OF
 AA3703'CENTER OF CAMP WILLIAMS FENCE GATE, 38.35 M (125.82 FT) NORTH OF SALT
 AA3703'LAKE COUNTY AND UTAH COUNTY BOUNDARY LINE MONUMENT, AND 1.0 M (3.3 FT)
 AA3703'EAST OF RIGHT-OF-WAY FENCE. DESCRIBED BY J.W. PIERCE
 AA3703
 AA3703                          STATION RECOVERY (1999)
 AA3703
 AA3703'RECOVERY NOTE BY SALT LAKE COUNTY SURVEYOR 1999 (CS)
 AA3703'RECOVERED AS DESCRIBED.
 AA3703
 AA3703                          STATION RECOVERY (2002)
 AA3703
 AA3703'RECOVERY NOTE BY SALT LAKE COUNTY SURVEYOR 2002
 AA3703'RECOVERED AS DESCRIBED.
 AA3703'
 AA3703
 AA3703                          STATION RECOVERY (2009)
 AA3703
 AA3703'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 AA3703'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0933 ***********************************************************************
 LO0933  DESIGNATION -  MURRAY
 LO0933  PID         -  LO0933
 LO0933  STATE/COUNTY-  UT/SALT LAKE
 LO0933  COUNTRY     -  US
 LO0933  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0933
 LO0933                         *CURRENT SURVEY CONTROL
 LO0933  ______________________________________________________________________
 LO0933* NAD 83(1994) POSITION- 40 38 59.72041(N) 111 53 14.13626(W)   ADJUSTED
 LO0933* NAVD 88 ORTHO HEIGHT -  1348.6   (meters)     4425.    (feet) VERTCON3
 LO0933  ______________________________________________________________________
 LO0933  GEOID HEIGHT    -        -16.990 (meters)                     GEOID18
 LO0933  LAPLACE CORR    -          9.61  (seconds)                    DEFLEC18
 LO0933  HORZ ORDER      -  FIRST
 LO0933
 LO0933.The horizontal coordinates were established by classical geodetic methods
 LO0933.and adjusted by the National Geodetic Survey in November 1997.
 LO0933
 LO0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0933
 LO0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0933.GEOID18 height accuracy estimate available here.
 LO0933
 LO0933.Click photographs - Photos may exist for this station.
 LO0933
 LO0933.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0933
 LO0933. The following values were computed from the NAD 83(1994) position.
 LO0933
 LO0933;                    North         East     Units Scale Factor Converg.
 LO0933;SPC UT C     - 2,257,265.922   467,246.124   MT  0.99999998   -0 14 53.1
 LO0933;SPC UT C     - 7,405,713.28  1,532,956.66   sFT  0.99999998   -0 14 53.1
 LO0933;UTM  12      - 4,500,274.685   424,986.194   MT  0.99966926   -0 34 40.9
 LO0933
 LO0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0933!SPC UT C     -   0.99979115  x   0.99999998  =   0.99979113
 LO0933!UTM  12      -   0.99979115  x   0.99966926  =   0.99946048
 LO0933
 LO0933:                Primary Azimuth Mark                     Grid Az
 LO0933:SPC UT C     -  2S1E 1710                                091 25 03.3
 LO0933:UTM  12      -  2S1E 1710                                091 44 51.1
 LO0933
 LO0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2498600274(NAD 83)
 LO0933
 LO0933|---------------------------------------------------------------------|
 LO0933| PID    Reference Object                     Distance      Geod. Az  |
 LO0933|                                                           dddmmss.s |
 LO0933| CM5661 MURRAY RM 1                           3.011 METERS 00041     |
 LO0933| LO0974 EMIGRATION CANYON MICROWAVE         APPROX.13.3 KM 0330115.8 |
 LO0933| LO0865 2S1E 1710                           APPROX. 2.1 KM 0911010.2 |
 LO0933| CM5662 MURRAY RM 2                           3.273 METERS 09452     |
 LO0933| CM5660 MURRAY AZ MK                                       1744157.5 |
 LO0933| LO0951 SALT LAKE CITY RAD KSXX W MAST      APPROX. 5.7 KM 3254713.3 |
 LO0933| LO0949 SALT LAKE CITY RAD KSXX E MAST      APPROX. 5.7 KM 3263932.1 |
 LO0933| LO0945 SO SALT LAKE RAD KALL W MAST        APPROX. 3.5 KM 3283837.1 |
 LO0933| LO0944 SO SALT LAKE RAD KALL E MAST        APPROX. 3.6 KM 3321748.6 |
 LO0933| LO0934 SOUTH SALT LAKE RAD KCPX W MST      APPROX. 6.4 KM 3333211.5 |
 LO0933| LO0935 MURRAY BUEHNER CO N STACK           APPROX. 0.9 KM 3352717.1 |
 LO0933| LO0931 SOUTH SALT LAKE VITRO CHEM STK      APPROX. 6.0 KM 3431033.5 |
 LO0933| LO0997 SALT LAKE CITY UTAH PWR E STK       APPROX.13.6 KM 3461601.9 |
 LO0933| LO0937 SOUTH SALT LAKE MUNICIPAL TANK      APPROX. 7.4 KM 3551327.1 |
 LO0933| LO0930 MURRAY RADIO STATION KMUR MAST      APPROX. 2.3 KM 3554349.1 |
 LO0933| LO0999 SALT LAKE CITY UTAH PWR S STK       APPROX.13.4 KM 3570335.1 |
 LO0933|---------------------------------------------------------------------|
 LO0933
 LO0933                          SUPERSEDED SURVEY CONTROL
 LO0933
 LO0933  NAD 83(1993)-  40 38 59.72034(N)    111 53 14.13572(W) AD(       ) 1
 LO0933  NAD 83(1986)-  40 38 59.70913(N)    111 53 14.12835(W) AD(       ) 1
 LO0933  NAD 27      -  40 38 59.89814(N)    111 53 11.36302(W) AD(       ) 1
 LO0933  NGVD 29 (07/19/86) 1347.7    (m)         4422.     (f) VERT ANG       
 LO0933
 LO0933.Superseded values are not recommended for survey control.
 LO0933
 LO0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0933.See file dsdata.pdf to determine how the superseded data were derived.
 LO0933
 LO0933_MARKER: DS = TRIANGULATION STATION DISK
 LO0933_SETTING: 0 = UNSPECIFIED SETTING
 LO0933
 LO0933  HISTORY     - Date     Condition        Report By
 LO0933  HISTORY     - 1962     MONUMENTED       CGS
 LO0933  HISTORY     - 1973     GOOD             NGS
 LO0933
 LO0933                          STATION DESCRIPTION
 LO0933
 LO0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0933'THE STATION IS LOCATED ON THE ROOF OF THE L.D.S. ELEVATOR
 LO0933'IN MURRAY, ABOUT 1/2 BLOCK EAST OF SOUTH STATE STREET AND U.S.
 LO0933'HIGHWAY 91.
 LO0933'
 LO0933'THE STATION MARK IS A STANDARD DISK, STAMPED MURRAY 1962,
 LO0933'CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF OF THE ELEVATOR.
 LO0933'
 LO0933'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MURRAY NO 1 1962,
 LO0933'CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF OF THE ELEVATOR.
 LO0933'
 LO0933'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MURRAY NO 2 1962,
 LO0933'CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF OF THE ELEVATOR.
 LO0933'
 LO0933'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MURRAY 1962, CEMENTED
 LO0933'IN A DRILL HOLE IN THE EAST CONCRETE CURBING OF MC MILLAN LANE.
 LO0933'IT IS 25.4 FEET SOUTH OF THE CENTERLINE OF MC MILLAN LANE AND 61.1
 LO0933'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BAPTIST CHURCH.
 LO0933
 LO0933                          STATION RECOVERY (1973)
 LO0933
 LO0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0933'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LO0933'CONDITION, THE AZIMUTH MARK HAD BEEN DESTROYED.  AT THIS TIME
 LO0933'A SALT LAKE COUNTY MARK WAS USED AS AN AZIMUTH.  THE MEASUREMENTS
 LO0933'TO BOTH REFERENCE MARKS COMPARED WITH OLD DATA.  REFERENCE MARK 1
 LO0933'HAD A DIFFERENCE IN THE DIRECTION OF 17 MINUTES MORE, WHILE
 LO0933'REFERENCE MARK 2 HAD A DIFFERENCE OF 23 MINUTES MORE, THE TWO
 LO0933'MARKS WERE TOO CLOSE TO FOCUS ON, SECONDS WERE READ ON
 LO0933'REFERENCE MARK 2 ONLY.
 LO0933'
 LO0933'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 LO0933'
 LO0933'STATION IS LOCATED ON THE ROOF OF THE L.D.S. ELEVATOR IN MURRAY,
 LO0933'ABOUT 0.05 MILE EAST OF U.S. HIGHWAY 89 (STATE STREET) AND ABOUT
 LO0933'100 FEET NORTH OF 5600 SOUTH STREET.
 LO0933'
 LO0933'TO REACH FROM U.S. HIGHWAY 89, (STATE STREET) AND 5600 SOUTH
 LO0933'STREET IN MURRAY, GO EAST ON 5600 SOUTH STREET FOR 0.05 MILE TO
 LO0933'THE ELEVATOR ON LEFT AND STATION ON THE ROOF AS DESCRIBED.
 LO0933'
 LO0933'STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE ON THE
 LO0933'ROOF OF THE ELEVATOR, STAMPED MURRAY 1962.  IT IS FLUSH WITH ROOF
 LO0933'TOP, IN THE SOUTHWEST CORNER.
 LO0933'
 LO0933'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE ON
 LO0933'THE ROOF OF THE ELEVATOR, STAMPED MURRAY NO 1 1962.  IT IS FLUSH
 LO0933'WITH THE ROOF, IN NORTHWEST CORNER.
 LO0933'
 LO0933'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE ON
 LO0933'THE ROOF OF ELEVATOR, STAMPED MURRAY NO 2 1962.  IT IS FLUSH
 LO0933'WITH THE ROOF AND IN THE SOUTHEAST CORNER.
 LO0933'
 LO0933'TO REACH THE COUNTY MARK 2S 1E 1710 (SL CO) FROM 5600 SOUTH AND
 LO0933'900 EAST, GO EAST ON 5600 SOUTH FOR 0.2 MILE TO THE STATION IN
 LO0933'THE CENTER OF 5600 SOUTH, IN FRONT OF HOUSE NUMBER 998.
 LO0933'
 LO0933'2S 1E 1710 (SL CO) IS A STANDARD COUNTY BRASS DISK STAMPED
 LO0933'1/4 SEC.  IT IS SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE
 LO0933'POST 34 INCHES UNDERGROUND, 1.3 FEET BELOW ROAD SURFACE FROM
 LO0933'TOP OF MARK WITH CAST IRON LID OVER TOP.  (THIS WILL SERVE AS AN
 LO0933'AZIMUTH.)
 LO0933'
 LO0933'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO0933'IN MURRAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0935 ***********************************************************************
 LO0935  DESIGNATION -  MURRAY BUEHNER CO N STACK
 LO0935  PID         -  LO0935
 LO0935  STATE/COUNTY-  UT/SALT LAKE
 LO0935  COUNTRY     -  US
 LO0935  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0935
 LO0935                         *CURRENT SURVEY CONTROL
 LO0935  ______________________________________________________________________
 LO0935* NAD 83(1994) POSITION- 40 39 27.27228(N) 111 53 30.65834(W)   ADJUSTED
 LO0935  ______________________________________________________________________
 LO0935  GEOID HEIGHT    -        -17.002 (meters)                     GEOID18
 LO0935  LAPLACE CORR    -          9.39  (seconds)                    DEFLEC18
 LO0935  HORZ ORDER      -  THIRD
 LO0935
 LO0935.The horizontal coordinates were established by classical geodetic methods
 LO0935.and adjusted by the National Geodetic Survey in November 1997.
 LO0935
 LO0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0935.GEOID18 height accuracy estimate available here.
 LO0935
 LO0935.Click photographs - Photos may exist for this station.
 LO0935
 LO0935.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0935
 LO0935. The following values were computed from the NAD 83(1994) position.
 LO0935
 LO0935;                    North         East     Units Scale Factor Converg.
 LO0935;SPC UT C     - 2,258,117.483   466,861.679   MT  1.00000189   -0 15 03.6
 LO0935;SPC UT C     - 7,408,507.11  1,531,695.36   sFT  1.00000189   -0 15 03.6
 LO0935;UTM  12      - 4,501,128.163   424,606.787   MT  0.99966996   -0 34 52.0
 LO0935
 LO0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2460601128(NAD 83)
 LO0935
 LO0935                          SUPERSEDED SURVEY CONTROL
 LO0935
 LO0935  NAD 83(1993)-  40 39 27.27212(N)    111 53 30.65788(W) AD(       ) 3
 LO0935  NAD 83(1986)-  40 39 27.26022(N)    111 53 30.65326(W) AD(       ) 3
 LO0935  NAD 27      -  40 39 27.44931(N)    111 53 27.88918(W) AD(       ) 3
 LO0935
 LO0935.Superseded values are not recommended for survey control.
 LO0935
 LO0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0935.See file dsdata.pdf to determine how the superseded data were derived.
 LO0935
 LO0935_MARKER: 63 = STACK
 LO0935
 LO0935  HISTORY     - Date     Condition        Report By
 LO0935  HISTORY     - 1962     FIRST OBSERVED   CGS
 LO0935  HISTORY     - 1973     GOOD             NGS
 LO0935
 LO0935                          STATION DESCRIPTION
 LO0935
 LO0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0935'THE STATION IS IN THE SOUTH EDGE OF MURRAY, WEST OF U.S.
 LO0935'HIGHWAYS 91, 89 AND ALT. 50.
 LO0935'
 LO0935'STATION IS THE TOP CENTER OF THE STACK.  IT IS CONSTRUCTED OF
 LO0935'BRICK AND IS BROWN IN COLOR, WITH AN OVERALL HEIGHT OF 450
 LO0935'FEET.  A SMALLER STACK IS ABOUT 200 FEET SOUTH.
 LO0935
 LO0935                          STATION RECOVERY (1973)
 LO0935
 LO0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0935'THE MURRAY OTTO BUEHNER AND CO NORTH STACK 1962, WAS VISITED AND
 LO0935'RECOVERED AS DESCRIBED IN 1962.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0940 ***********************************************************************
 LO0940  DESIGNATION -  MURRAY BUEHNER CO S STACK
 LO0940  PID         -  LO0940
 LO0940  STATE/COUNTY-  UT/SALT LAKE
 LO0940  COUNTRY     -  US
 LO0940  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0940
 LO0940                         *CURRENT SURVEY CONTROL
 LO0940  ______________________________________________________________________
 LO0940* NAD 83(1994) POSITION- 40 39 25.38318(N) 111 53 29.59077(W)   ADJUSTED
 LO0940  ______________________________________________________________________
 LO0940  GEOID HEIGHT    -        -17.001 (meters)                     GEOID18
 LO0940  LAPLACE CORR    -          9.41  (seconds)                    DEFLEC18
 LO0940  HORZ ORDER      -  THIRD
 LO0940
 LO0940.The horizontal coordinates were established by classical geodetic methods
 LO0940.and adjusted by the National Geodetic Survey in November 1997.
 LO0940
 LO0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0940.GEOID18 height accuracy estimate available here.
 LO0940
 LO0940.Click photographs - Photos may exist for this station.
 LO0940
 LO0940.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0940
 LO0940. The following values were computed from the NAD 83(1994) position.
 LO0940
 LO0940;                    North         East     Units Scale Factor Converg.
 LO0940;SPC UT C     - 2,258,059.101   466,886.503   MT  1.00000176   -0 15 03.0
 LO0940;SPC UT C     - 7,408,315.57  1,531,776.80   sFT  1.00000176   -0 15 03.0
 LO0940;UTM  12      - 4,501,069.659   424,631.266   MT  0.99966992   -0 34 51.2
 LO0940
 LO0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2463101069(NAD 83)
 LO0940
 LO0940                          SUPERSEDED SURVEY CONTROL
 LO0940
 LO0940  NAD 83(1993)-  40 39 25.38289(N)    111 53 29.59020(W) AD(       ) 3
 LO0940  NAD 83(1986)-  40 39 25.37118(N)    111 53 29.58556(W) AD(       ) 3
 LO0940  NAD 27      -  40 39 25.56236(N)    111 53 26.81965(W) AD(       ) 3
 LO0940
 LO0940.Superseded values are not recommended for survey control.
 LO0940
 LO0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0940.See file dsdata.pdf to determine how the superseded data were derived.
 LO0940
 LO0940_MARKER: 63 = STACK
 LO0940
 LO0940  HISTORY     - Date     Condition        Report By
 LO0940  HISTORY     - 1973     FIRST OBSERVED   NGS
 LO0940
 LO0940                          STATION DESCRIPTION
 LO0940
 LO0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0940'THE POINT INTERSECTED WAS THE TOP CENTER OF THE MURRAY, OTTO
 LO0940'BUEHNER AND COMPANY, STACK, THAT IS THE SOUTH AND SHORTEST ONE
 LO0940'OF TWO STACKS LOCATED AT 5200 SOUTH MAIN STREET IN MURRAY,
 LO0940'UTAH.  IT IS CONSTRUCTED OF BRICK AND IS ABOUT 300 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DG9891 ***********************************************************************
 DG9891  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9891  DESIGNATION -  MURRAY COOP CORS ARP
 DG9891  CORS_ID     -  UT01
 DG9891  PID         -  DG9891
 DG9891  STATE/COUNTY-  UT/SALT LAKE
 DG9891  COUNTRY     -  US
 DG9891  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 DG9891
 DG9891                         *CURRENT SURVEY CONTROL
 DG9891  ______________________________________________________________________
 DG9891* NAD 83(CORS) POSITION- 40 40 43.67967(N) 111 54 30.14574(W)   ADJUSTED
 DG9891* NAD 83(CORS) ELLIP HT-  1286.812 (meters)        (08/??/07)   ADJUSTED
 DG9891* NAD 83(CORS) EPOCH   -  2002.00
 DG9891  ______________________________________________________________________
 DG9891  GEOID HEIGHT    -        -17.049 (meters)                     GEOID18
 DG9891  NAD 83(CORS) X  - -1,807,742.730 (meters)                     COMP
 DG9891  NAD 83(CORS) Y  - -4,495,002.883 (meters)                     COMP
 DG9891  NAD 83(CORS) Z  -  4,136,276.380 (meters)                     COMP
 DG9891  HORZ ORDER      -  SPECIAL (CORS)
 DG9891  ELLP ORDER      -  SPECIAL (CORS)
 DG9891
 DG9891.Formal positional accuracy estimates are not available for this CORS
 DG9891.because its coordinates were determined in part using modeled velocities.
 DG9891.A time-series residual plot is available that shows daily coordinate
 DG9891.variations relative to the published coordinates and modeled velocities.
 DG9891.Large residuals may indicate a potential error in the modeled velocities.
 DG9891
 DG9891.Residual plot at:
 DG9891.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=UT01.
 DG9891
 DG9891.The coordinates were established by GPS observations
 DG9891.and adjusted by the National Geodetic Survey in August 2007.
 DG9891
 DG9891.The datum tag of NAD 83(CORS) is equivalent to NAD 83(CORS96). 
 DG9891
 DG9891.The coordinates are valid at the epoch date displayed above
 DG9891.which is a decimal equivalence of Year/Month/Day.
 DG9891
 DG9891.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DG9891.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DG9891.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DG9891.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DG9891.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DG9891.published epoch of 2010.00.
 DG9891
 DG9891.Additional information on MYCS is available at:
 DG9891.https://geodesy.noaa.gov/CORS/index.shtml
 DG9891
 DG9891.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9891.GEOID18 height accuracy estimate available here.
 DG9891
 DG9891.The PID for the CORS L1 Phase Center is DJ2346.
 DG9891
 DG9891.Click photographs - Photos may exist for this station.
 DG9891
 DG9891.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9891
 DG9891.The ellipsoidal height was determined by GPS observations
 DG9891.and is referenced to NAD 83.
 DG9891
 DG9891. The following values were computed from the NAD 83(CORS) position.
 DG9891
 DG9891;                    North         East     Units Scale Factor Converg.
 DG9891;SPC UT C     - 2,260,480.623   465,475.008   MT  1.00000729   -0 15 41.7
 DG9891;SPC UT C     - 7,416,260.18  1,527,145.92   sFT  1.00000729   -0 15 41.7
 DG9891;UTM  12      - 4,503,498.467   423,234.220   MT  0.99967253   -0 35 31.6
 DG9891
 DG9891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9891!SPC UT C     -   0.99979818  x   1.00000729  =   0.99980547
 DG9891!UTM  12      -   0.99979818  x   0.99967253  =   0.99947078
 DG9891
 DG9891_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2323403498(NAD 83)
 DG9891
 DG9891                          SUPERSEDED SURVEY CONTROL
 DG9891
 DG9891  NAD 83(CORS)-  40 40 43.67938(N)    111 54 30.14560(W) AD(2002.00) c
 DG9891  ELLIP H (04/??/05) 1286.755  (m)                       GP(2002.00) c c
 DG9891
 DG9891.Superseded values are not recommended for survey control.
 DG9891
 DG9891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9891.See file dsdata.pdf to determine how the superseded data were derived.
 DG9891
 DG9891_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9891
 DG9891                          STATION DESCRIPTION
 DG9891
 DG9891'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DG9891'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DG9891'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DG9891'AND LOG FILES ACCESSIBLE AT:
 DG9891'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0941 ***********************************************************************
 LO0941  DESIGNATION -  MURRAY RAD STA KMOR MAST
 LO0941  PID         -  LO0941
 LO0941  STATE/COUNTY-  UT/SALT LAKE
 LO0941  COUNTRY     -  US
 LO0941  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0941
 LO0941                         *CURRENT SURVEY CONTROL
 LO0941  ______________________________________________________________________
 LO0941* NAD 83(1994) POSITION- 40 39 40.74936(N) 111 54 13.93136(W)   ADJUSTED
 LO0941  ______________________________________________________________________
 LO0941  GEOID HEIGHT    -        -17.048 (meters)                     GEOID18
 LO0941  LAPLACE CORR    -          8.42  (seconds)                    DEFLEC18
 LO0941  HORZ ORDER      -  THIRD
 LO0941
 LO0941.The horizontal coordinates were established by classical geodetic methods
 LO0941.and adjusted by the National Geodetic Survey in November 1997.
 LO0941
 LO0941.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0941.GEOID18 height accuracy estimate available here.
 LO0941
 LO0941.Click photographs - Photos may exist for this station.
 LO0941
 LO0941.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0941
 LO0941. The following values were computed from the NAD 83(1994) position.
 LO0941
 LO0941;                    North         East     Units Scale Factor Converg.
 LO0941;SPC UT C     - 2,258,537.722   465,847.020   MT  1.00000284   -0 15 31.4
 LO0941;SPC UT C     - 7,409,885.84  1,528,366.43   sFT  1.00000284   -0 15 31.4
 LO0941;UTM  12      - 4,501,554.101   423,594.902   MT  0.99967185   -0 35 20.3
 LO0941
 LO0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2359401554(NAD 83)
 LO0941
 LO0941                          SUPERSEDED SURVEY CONTROL
 LO0941
 LO0941  NAD 83(1993)-  40 39 40.74916(N)    111 54 13.93054(W) AD(       ) 3
 LO0941  NAD 83(1986)-  40 39 40.73773(N)    111 54 13.92568(W) AD(       ) 3
 LO0941  NAD 27      -  40 39 40.92714(N)    111 54 11.15783(W) AD(       ) 3
 LO0941
 LO0941.Superseded values are not recommended for survey control.
 LO0941
 LO0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0941.See file dsdata.pdf to determine how the superseded data were derived.
 LO0941
 LO0941_MARKER: 42 = RADIO/TV MAST
 LO0941
 LO0941  HISTORY     - Date     Condition        Report By
 LO0941  HISTORY     - 1973     FIRST OBSERVED   NGS
 LO0941
 LO0941                          STATION DESCRIPTION
 LO0941
 LO0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0941'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MURRAY, RADIO MAST
 LO0941'KMOR THAT IS LOCATED ALONG THE WEST SIDE OF INTERSTATE HIGHWAY 15
 LO0941'NEAR THE INTERSECTION OF 4984 SOUTH AND 3600 WEST IN MURRAY.  THE
 LO0941'MAST IS TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS
 LO0941'OF RED AND WHITE AND IS 147 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0950 ***********************************************************************
 LO0950  DESIGNATION -  MURRAY RAD STA KRSP FM MAST
 LO0950  PID         -  LO0950
 LO0950  STATE/COUNTY-  UT/SALT LAKE
 LO0950  COUNTRY     -  US
 LO0950  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0950
 LO0950                         *CURRENT SURVEY CONTROL
 LO0950  ______________________________________________________________________
 LO0950* NAD 83(1994) POSITION- 40 39 18.70221(N) 111 55 27.15817(W)   ADJUSTED
 LO0950  ______________________________________________________________________
 LO0950  GEOID HEIGHT    -        -17.121 (meters)                     GEOID18
 LO0950  LAPLACE CORR    -          5.98  (seconds)                    DEFLEC18
 LO0950  HORZ ORDER      -  THIRD
 LO0950
 LO0950.The horizontal coordinates were established by classical geodetic methods
 LO0950.and adjusted by the National Geodetic Survey in November 1997.
 LO0950
 LO0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0950.GEOID18 height accuracy estimate available here.
 LO0950
 LO0950.Click photographs - Photos may exist for this station.
 LO0950
 LO0950.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0950
 LO0950. The following values were computed from the NAD 83(1994) position.
 LO0950
 LO0950;                    North         East     Units Scale Factor Converg.
 LO0950;SPC UT C     - 2,257,865.614   464,123.703   MT  1.00000130   -0 16 18.3
 LO0950;SPC UT C     - 7,407,680.77  1,522,712.52   sFT  1.00000130   -0 16 18.3
 LO0950;UTM  12      - 4,500,892.157   421,868.306   MT  0.99967514   -0 36 07.8
 LO0950
 LO0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2186800892(NAD 83)
 LO0950
 LO0950                          SUPERSEDED SURVEY CONTROL
 LO0950
 LO0950  NAD 83(1993)-  40 39 18.70188(N)    111 55 27.15705(W) AD(       ) 3
 LO0950  NAD 83(1986)-  40 39 18.69055(N)    111 55 27.15134(W) AD(       ) 3
 LO0950  NAD 27      -  40 39 18.88070(N)    111 55 24.38238(W) AD(       ) 3
 LO0950
 LO0950.Superseded values are not recommended for survey control.
 LO0950
 LO0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0950.See file dsdata.pdf to determine how the superseded data were derived.
 LO0950
 LO0950_MARKER: 42 = RADIO/TV MAST
 LO0950
 LO0950  HISTORY     - Date     Condition        Report By
 LO0950  HISTORY     - 1973     FIRST OBSERVED   NGS
 LO0950
 LO0950                          STATION DESCRIPTION
 LO0950
 LO0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0950'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MURRAY, RADIO
 LO0950'MAST KRSP FM THAT IS NEAR THE INTERSECTION OF 1130 WEST AND 5200
 LO0950'SOUTH IN THE CITY OF MURRAY.  THE MAST IS TRIANGULAR IN CROSS
 LO0950'SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE AND IS 360
 LO0950'FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0930 ***********************************************************************
 LO0930  DESIGNATION -  MURRAY RADIO STATION KMUR MAST
 LO0930  PID         -  LO0930
 LO0930  STATE/COUNTY-  UT/SALT LAKE
 LO0930  COUNTRY     -  US
 LO0930  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0930
 LO0930                         *CURRENT SURVEY CONTROL
 LO0930  ______________________________________________________________________
 LO0930* NAD 83(1994) POSITION- 40 40 14.66849(N) 111 53 21.48517(W)   ADJUSTED
 LO0930  ______________________________________________________________________
 LO0930  GEOID HEIGHT    -        -16.978 (meters)                     GEOID18
 LO0930  LAPLACE CORR    -          9.67  (seconds)                    DEFLEC18
 LO0930  HORZ ORDER      -  THIRD
 LO0930
 LO0930.The horizontal coordinates were established by classical geodetic methods
 LO0930.and adjusted by the National Geodetic Survey in November 1997.
 LO0930
 LO0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0930.GEOID18 height accuracy estimate available here.
 LO0930
 LO0930.Click photographs - Photos may exist for this station.
 LO0930
 LO0930.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0930
 LO0930. The following values were computed from the NAD 83(1994) position.
 LO0930
 LO0930;                    North         East     Units Scale Factor Converg.
 LO0930;SPC UT C     - 2,259,578.541   467,083.532   MT  1.00000523   -0 14 57.8
 LO0930;SPC UT C     - 7,413,300.60  1,532,423.22   sFT  1.00000523   -0 14 57.8
 LO0930;UTM  12      - 4,502,587.431   424,836.978   MT  0.99966954   -0 34 46.5
 LO0930
 LO0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2483602587(NAD 83)
 LO0930
 LO0930                          SUPERSEDED SURVEY CONTROL
 LO0930
 LO0930  NAD 83(1993)-  40 40 14.66804(N)    111 53 21.48480(W) AD(       ) 3
 LO0930  NAD 83(1986)-  40 40 14.65566(N)    111 53 21.48018(W) AD(       ) 3
 LO0930  NAD 27      -  40 40 14.84572(N)    111 53 18.71363(W) AD(       ) 3
 LO0930
 LO0930.Superseded values are not recommended for survey control.
 LO0930
 LO0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0930.See file dsdata.pdf to determine how the superseded data were derived.
 LO0930
 LO0930_MARKER: 42 = RADIO/TV MAST
 LO0930
 LO0930  HISTORY     - Date     Condition        Report By
 LO0930  HISTORY     - 1962     FIRST OBSERVED   CGS
 LO0930
 LO0930                          STATION DESCRIPTION
 LO0930
 LO0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0930'STATION IS ON THE WEST SIDE OF U.S. HIGHWAY 91 AND IN THE NORTH
 LO0930'PART OF MURRAY.
 LO0930'
 LO0930'IT IS CONSTRUCTED OF STRUCTURAL STEEL AND ALTERNATE SECTIONS
 LO0930'ARE PAINTED RED AND WHITE, AND WITH AN OVERALL HEIGHT OF 167
 LO0930'FEET.  THE POINT INTERSECTED WAS THE TOP CENTER OF THE MAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0407 ***********************************************************************
 KN0407  DESIGNATION -  MUSINIA
 KN0407  PID         -  KN0407
 KN0407  STATE/COUNTY-  UT/SANPETE
 KN0407  COUNTRY     -  US
 KN0407  USGS QUAD   -  WOODS LAKE (2017)
 KN0407
 KN0407                         *CURRENT SURVEY CONTROL
 KN0407  ______________________________________________________________________
 KN0407* NAD 83(1994) POSITION- 39 02 10.95829(N) 111 34 40.07914(W)   ADJUSTED
 KN0407* NAVD 88 ORTHO HEIGHT -  3350.5   (meters)    10992.    (feet) VERTCON3
 KN0407  ______________________________________________________________________
 KN0407  GEOID HEIGHT    -        -16.912 (meters)                     GEOID18
 KN0407  LAPLACE CORR    -          9.28  (seconds)                    DEFLEC18
 KN0407  HORZ ORDER      -  SECOND
 KN0407
 KN0407.The horizontal coordinates were established by classical geodetic methods
 KN0407.and adjusted by the National Geodetic Survey in November 1997.
 KN0407
 KN0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0407
 KN0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0407.GEOID18 height accuracy estimate available here.
 KN0407
 KN0407.Click photographs - Photos may exist for this station.
 KN0407
 KN0407.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0407
 KN0407. The following values were computed from the NAD 83(1994) position.
 KN0407
 KN0407;                    North         East     Units Scale Factor Converg.
 KN0407;SPC UT C     - 2,078,055.632   493,263.972   MT  0.99999519   -0 02 59.4
 KN0407;SPC UT C     - 6,817,754.19  1,618,316.88   sFT  0.99999519   -0 02 59.4
 KN0407;UTM  12      - 4,320,972.234   449,992.758   MT  0.99963079   -0 21 50.1
 KN0407
 KN0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0407!SPC UT C     -   0.99947724  x   0.99999519  =   0.99947244
 KN0407!UTM  12      -   0.99947724  x   0.99963079  =   0.99910823
 KN0407
 KN0407:                Primary Azimuth Mark                     Grid Az
 KN0407:SPC UT C     -  WASATCH 2                                050 55 10.7
 KN0407:UTM  12      -  WASATCH 2                                051 14 01.4
 KN0407
 KN0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ4999220972(NAD 83)
 KN0407
 KN0407|---------------------------------------------------------------------|
 KN0407| PID    Reference Object                     Distance      Geod. Az  |
 KN0407|                                                           dddmmss.s |
 KN0407| KN0394 WASATCH 2                           APPROX.13.8 KM 0505211.3 |
 KN0407| KN0391 FLAGSTAFF                           APPROX.23.3 KM 0803749.2 |
 KN0407| JN0375 MOUNT HILGARD                       APPROX.39.2 KM 1754022.3 |
 KN0407| JN0378 MOUNT TERRILL                       APPROX.36.5 KM 1893033.8 |
 KN0407|---------------------------------------------------------------------|
 KN0407
 KN0407                          SUPERSEDED SURVEY CONTROL
 KN0407
 KN0407  NAD 83(1986)-  39 02 10.94949(N)    111 34 40.07367(W) AD(       ) 2
 KN0407  NAD 27      -  39 02 11.07800(N)    111 34 37.41100(W) AD(       ) 2
 KN0407  USSD        -  39 02 11.80700(N)    111 34 38.09700(W) AD(       ) 3
 KN0407  NGVD 29 (07/19/86) 3349.0    (m)        10988.     (f) VERT ANG       
 KN0407
 KN0407.Superseded values are not recommended for survey control.
 KN0407
 KN0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0407.See file dsdata.pdf to determine how the superseded data were derived.
 KN0407
 KN0407_MARKER: H = DRILL HOLE
 KN0407_SETTING: 66 = SET IN ROCK OUTCROP
 KN0407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0407+STABILITY: POSITION/ELEVATION WELL
 KN0407
 KN0407  HISTORY     - Date     Condition        Report By
 KN0407  HISTORY     - 1919     MONUMENTED       CGS
 KN0407
 KN0407                          STATION DESCRIPTION
 KN0407
 KN0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (GDC)
 KN0407'ON THE WESTERN SIDE OF GUNNISON VALLEY, ABOUT 12 MILES SOUTH
 KN0407'AND EAST OF MAYFIELD ON THE HIGHEST POINT ON THE EASTERN END
 KN0407'OF THE PROMINENT WHITE-SIDED PEAK LOCALLY KNOWN AS MARYS NIPPLE.
 KN0407'THE STATION IS BEST REACHED BY THE CANYON ROAD FROM MAYFIELD
 KN0407'TOWARD MOUNT BALDY RANGER STATION.  LEAVE THE MAIN ROAD AT AN
 KN0407'OLD SAWMILL CLEARING 6 MILES FROM MAYFIELD, GOING DOWN ACROSS
 KN0407'A CREEK, THENCE UP TOWARD THE PEAK WHICH SHOWS CLEARLY.  THE
 KN0407'ROAD ASCENDS UNTIL AFTER PASSING WOODS LAKE, THEN DROPS INTO
 KN0407'GUNNISON VALLEY.  THE TRAIL TO THE PEAK FOLLOWS ALONG THE
 KN0407'EASTERN SIDE OF THE RIDGES NORTH OF THE PEAK AND CAN BE
 KN0407'FOLLOWED TO THE LEDGES JUST BELOW THE STATION.  THE STATION IS
 KN0407'NEAR THE OLD STATION MOOSENEAH AND IS MARKED BY A DRILL
 KN0407'HOLE IN WHITE ROCK.  NO REFERENCE MARKS WERE SET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0393 ***********************************************************************
 KO0393  DESIGNATION -  MW 1
 KO0393  PID         -  KO0393
 KO0393  STATE/COUNTY-  UT/MILLARD
 KO0393  COUNTRY     -  US
 KO0393  USGS QUAD   -  CHAMPLIN PEAK (2017)
 KO0393
 KO0393                         *CURRENT SURVEY CONTROL
 KO0393  ______________________________________________________________________
 KO0393* NAD 83(1994) POSITION- 39 32 29.61877(N) 112 11 46.92676(W)   ADJUSTED
 KO0393* NAVD 88 ORTHO HEIGHT -  2062.2   (meters)     6766.    (feet) VERTCON3
 KO0393  ______________________________________________________________________
 KO0393  GEOID HEIGHT    -        -18.139 (meters)                     GEOID18
 KO0393  LAPLACE CORR    -          5.39  (seconds)                    DEFLEC18
 KO0393  HORZ ORDER      -  SECOND
 KO0393
 KO0393.The horizontal coordinates were established by classical geodetic methods
 KO0393.and adjusted by the National Geodetic Survey in November 1997.
 KO0393
 KO0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0393
 KO0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0393.GEOID18 height accuracy estimate available here.
 KO0393
 KO0393.Click photographs - Photos may exist for this station.
 KO0393
 KO0393.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0393
 KO0393. The following values were computed from the NAD 83(1994) position.
 KO0393
 KO0393;                    North         East     Units Scale Factor Converg.
 KO0393;SPC UT C     - 2,134,368.717   440,144.530   MT  0.99991186   -0 26 45.9
 KO0393;SPC UT C     - 7,002,508.03  1,444,040.85   sFT  0.99991186   -0 26 45.9
 KO0393;UTM  12      - 4,377,560.316   397,197.269   MT  0.99973012   -0 45 42.2
 KO0393
 KO0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0393!SPC UT C     -   0.99967942  x   0.99991186  =   0.99959131
 KO0393!UTM  12      -   0.99967942  x   0.99973012  =   0.99940963
 KO0393
 KO0393:                Primary Azimuth Mark                     Grid Az
 KO0393:SPC UT C     -  SCIPIO                                   183 40 07.1
 KO0393:UTM  12      -  SCIPIO                                   183 59 03.4
 KO0393
 KO0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ9719777560(NAD 83)
 KO0393
 KO0393|---------------------------------------------------------------------|
 KO0393| PID    Reference Object                     Distance      Geod. Az  |
 KO0393|                                                           dddmmss.s |
 KO0393| CM5109 MW 1 RM 3                             1.277 METERS 18310     |
 KO0393| KO0410 SCIPIO                              APPROX.16.6 KM 1831321.2 |
 KO0393| CM5107 MW 1 RM 1                             2.371 METERS 27017     |
 KO0393| CM5108 MW 1 RM 2                             1.430 METERS 33814     |
 KO0393|---------------------------------------------------------------------|
 KO0393
 KO0393                          SUPERSEDED SURVEY CONTROL
 KO0393
 KO0393  NAD 83(1993)-  39 32 29.60719(N)    112 11 46.92018(W) AD(       ) 2
 KO0393  NAD 83(1986)-  39 32 29.60785(N)    112 11 46.91836(W) AD(       ) 2
 KO0393  NAD 27      -  39 32 29.78100(N)    112 11 44.12500(W) AD(       ) 2
 KO0393  USSD        -  39 32 30.47900(N)    112 11 44.84800(W) AD(       ) 3
 KO0393  NGVD 29 (07/19/86) 2061.0    (m)         6762.     (f) VERT ANG       
 KO0393
 KO0393.Superseded values are not recommended for survey control.
 KO0393
 KO0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0393.See file dsdata.pdf to determine how the superseded data were derived.
 KO0393
 KO0393_MARKER: N = NAIL
 KO0393_SETTING: 66 = SET IN ROCK OUTCROP
 KO0393
 KO0393  HISTORY     - Date     Condition        Report By
 KO0393  HISTORY     - 1919     MONUMENTED       USFS
 KO0393  HISTORY     - 1947     GOOD             USFS
 KO0393
 KO0393                          STATION DESCRIPTION
 KO0393
 KO0393'DESCRIBED BY US FOREST SERVICE 1919 (GDC)
 KO0393'ABOUT 5 MILES EAST OF LEAMINGTON AND 1 MILE SOUTH OF SEVIER
 KO0393'RIVER, ON A ROCKY BUT NOT PROMINENT PEAK ON THE EXTREME NORTH
 KO0393'END OF THE OAK CREEK DIVISION.  STATION IS MARKED BY A NAIL
 KO0393'CEMENTED IN THE ROCK AND SURMOUNTED BY A POLE SIGNAL.  THREE
 KO0393'REFERENCE STONES, EACH MARKED WITH A CROSS AND THE LETTERS MW,
 KO0393'WERE SET.  THE FOLLOWING DIRECTIONS WERE OBSERVED--CAIRN ON
 KO0393'SCIPIO, 0 DEG 00 MIN 00 SEC.  FIRST REFERENCE STONE, 2.371
 KO0393'METERS (7.78 FEET), 87 DEG 03 MIN 40 SEC.  SECOND REFERENCE
 KO0393'STONE, 1.430 METERS (4.69 FEET), 155 DEG 00 MIN 30 SEC.
 KO0393'AND THIRD REFERENCE STONE, 1.277 METERS (4.19 FEET), 359 DEG
 KO0393'56 MIN 20 SEC.
 KO0393
 KO0393                          STATION RECOVERY (1947)
 KO0393
 KO0393'RECOVERY NOTE BY US FOREST SERVICE 1947 (DHK)
 KO0393'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 KO0393'CONDITION.  STATION WAS OBSERVED ON BUT NOT OCCUPIED IN 1947.
 KO0393'
 KO0393'LOCATED ABOUT 5 MILES EAST OF LEAMINGTON AND 1 MILE SOUTH OF
 KO0393'THE SERVIER RIVER, ON A ROCKY BUT NOT PROMINENT PEAK ON THE
 KO0393'EXTREME NORTH END OF THE OAK CREEK DIVISION.  STATION IS MARKED
 KO0393'BY A NAIL CEMENTED IN THE ROCK.  ABOUT 1 FOOT WEST IS A CROSS
 KO0393'SURROUNDED BY A CIRCLE CHISELED IN THE ROCK.  THREE REFERENCE
 KO0393'STONES ARE EACH MARKED WITH A CROSS AND THE LETTERS MW.  THE
 KO0393'FOLLOWING DIRECTIONS WERE OBSERVED IN 1919--CAIRN ON SCIPIO,
 KO0393'0 DEG 00 MIN 00 SEC.  FIRST REFERENCE STONE, 2.371 METERS,
 KO0393'(7.78 FEET), 87 DEG 03 MIN 40 SEC.  SECOND REFERENCE STONE,
 KO0393'1.430 METERS (4.69 FEET), 155 DEG 00 MIN 30 SEC.  AND THE
 KO0393'THIRD REFERENCE STONE, 1.277 METERS (4.19 FEET), 359 DEG 56
 KO0393'MIN 20 SEC.
 KO0393'
 KO0393'STATION REACHED FROM THE JUNCTIONS OF U.S. HIGHWAY 91 AND STATE
 KO0393'ROUTE 28 IN THE SMALL VILLAGE OF LEVAN, BY GOING WEST AND
 KO0393'SOUTHWEST ON U.S. HIGHWAY 91 FOR 8.5 MILES TO A ROAD ON THE
 KO0393'RIGHT, WEST, AT WEST END OF A RESERVOIR.  LEAVE HIGHWAY, TURN
 KO0393'RIGHT ON GRADED ROAD AND GO A SHORT DISTANCE, THEN TURN RIGHT
 KO0393'AGAIN CROSSING THE RAILROAD TRACKS AND CONTINUE ON THE MAIN
 KO0393'GRADED ROAD FOR 3.6 MILES TO A CROSSROAD JUST AFTER PASSING A
 KO0393'FEW FARM HOUSES ON EACH SIDE OF THE ROAD.  TURN LEFT, SOUTH,
 KO0393'THENCE WEST AGAIN-NOT CROSSING THE RAILROAD TRACKS-AND FOLLOW
 KO0393'THE MAIN GRADED ROAD 0.7 MILE TO THE MILLS RAILROAD STATION
 KO0393'AND WATER TANK ON THE LEFT.  CONTINUE WEST ON THE MAIN GRADED
 KO0393'ROAD AND GO 2.3 MILES TO A T ROAD INTERSECTION.  TAKE THE
 KO0393'RIGHT FORK AND GO 0.6 MILE TO FORK.  KEEP THE LEFT FORK AND
 KO0393'CONTINUE ON THE MAIN GRADED ROAD AND GO 6.5 MILES TO OLD
 KO0393'FARM BUILDINGS ON THE LEFT.  CONTINUE WEST ABOUT 0.9 MILE
 KO0393'TO FENCE CORNER ON THE RIGHT, NORTH.  TURN RIGHT, NORTH, AND
 KO0393'FOLLOW OLD TRACK ROAD ALONG WEST SIDE OF FENCE LINE AND GO
 KO0393'0.7 MILE TO FENCE CORNER AT NORTHWEST CORNER.  FROM HERE THE
 KO0393'STATION CAN BE SEEN ON ROCK RIDGE TO EAST OF A PINE COVERED
 KO0393'HILL ABOUT 1.5 MILES TO THE NORTH AND WEST.  FROM HERE,
 KO0393'DRIVE ACROSS COUNTRY FOLLOWING UP A DRAW TOWARDS THE PEAK
 KO0393'FOR 0.7 MILE TO FORK IN DRAW AND HIGH ROCKY CLIFFS ON RIGHT.
 KO0393'TAKE THE LEFT FORK OF DRAWS AND GO 0.3 MILE TO ANOTHER FORK
 KO0393'IN DRAW.  TAKE THE LEFT FORK AND CONTINUE 0.2 MILE TO ANOTHER
 KO0393'FORK IN DRAW AND END OF TRUCK TRAVEL AND A GRADUAL RIDGE IN
 KO0393'MIDDLE OF THE FORKS.  WALK UP THE RIDGE ALMOST TO THE SUMMIT,
 KO0393'THEN BEAR TO LEFT TO THE FIRST ROCKY POINT AND STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0475 ***********************************************************************
 JO0475  DESIGNATION -  MW 10
 JO0475  PID         -  JO0475
 JO0475  STATE/COUNTY-  UT/SEVIER
 JO0475  COUNTRY     -  US
 JO0475  USGS QUAD   -  ANTELOPE RANGE (2017)
 JO0475
 JO0475                         *CURRENT SURVEY CONTROL
 JO0475  ______________________________________________________________________
 JO0475* NAD 83(1994) POSITION- 38 32 02.25000(N) 112 13 01.43762(W)   ADJUSTED
 JO0475* NAVD 88 ORTHO HEIGHT -  2289.3   (meters)     7511.    (feet) VERTCON3
 JO0475  ______________________________________________________________________
 JO0475  GEOID HEIGHT    -        -19.034 (meters)                     GEOID18
 JO0475  LAPLACE CORR    -          1.62  (seconds)                    DEFLEC18
 JO0475  HORZ ORDER      -  THIRD
 JO0475
 JO0475.The horizontal coordinates were established by classical geodetic methods
 JO0475.and adjusted by the National Geodetic Survey in November 1997.
 JO0475
 JO0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0475
 JO0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0475.GEOID18 height accuracy estimate available here.
 JO0475
 JO0475.Click photographs - Photos may exist for this station.
 JO0475
 JO0475.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0475
 JO0475. The following values were computed from the NAD 83(1994) position.
 JO0475
 JO0475;                    North         East     Units Scale Factor Converg.
 JO0475;SPC UT C     - 2,022,525.322   437,468.769   MT  1.00015401   -0 27 33.6
 JO0475;SPC UT C     - 6,635,568.49  1,435,262.12   sFT  1.00015401   -0 27 33.6
 JO0475;SPC UT S     - 3,207,488.539   437,476.035   MT  1.00003688   -0 26 21.6
 JO0475;SPC UT S     -10,523,235.32  1,435,285.96   sFT  1.00003688   -0 26 21.6
 JO0475;UTM  12      - 4,265,763.438   393,922.473   MT  0.99973857   -0 45 29.8
 JO0475
 JO0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0475!SPC UT C     -   0.99964392  x   1.00015401  =   0.99979787
 JO0475!SPC UT S     -   0.99964392  x   1.00003688  =   0.99968078
 JO0475!UTM  12      -   0.99964392  x   0.99973857  =   0.99938258
 JO0475
 JO0475:                Primary Azimuth Mark                     Grid Az
 JO0475:SPC UT C     -  M 8 P CO                                 247 53 33.5
 JO0475:SPC UT S     -  M 8 P CO                                 247 52 21.5
 JO0475:UTM  12      -  M 8 P CO                                 248 11 29.7
 JO0475
 JO0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH9392265763(NAD 83)
 JO0475
 JO0475|---------------------------------------------------------------------|
 JO0475| PID    Reference Object                     Distance      Geod. Az  |
 JO0475|                                                           dddmmss.s |
 JO0475| CM6672 MW 10 RM 1                            3.877 METERS 00356     |
 JO0475| JO0470 ELSINORE SUGAR FACT W GAB FP        APPROX.18.2 KM 0263107.4 |
 JO0475| CM6673 MW 10 RM 2                            6.319 METERS 10344     |
 JO0475| CM6674 MW 10 RM 3                           23.558 METERS 16337     |
 JO0475| JO0478 M 8 P CO                            APPROX. 8.5 KM 2472559.9 |
 JO0475|---------------------------------------------------------------------|
 JO0475
 JO0475                          SUPERSEDED SURVEY CONTROL
 JO0475
 JO0475  NAD 83(1986)-  38 32 02.24492(N)    112 13 01.43483(W) AD(       ) 3
 JO0475  NAD 27      -  38 32 02.32600(N)    112 12 58.72500(W) AD(       ) 3
 JO0475  USSD        -  38 32 03.09900(N)    112 12 59.50000(W) AD(       ) 3
 JO0475  NGVD 29 (07/19/86) 2288.0    (m)         7507.     (f) VERT ANG       
 JO0475
 JO0475.Superseded values are not recommended for survey control.
 JO0475
 JO0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0475.See file dsdata.pdf to determine how the superseded data were derived.
 JO0475
 JO0475_MARKER: X = CHISELED CROSS
 JO0475_SETTING: 66 = SET IN ROCK OUTCROP
 JO0475
 JO0475  HISTORY     - Date     Condition        Report By
 JO0475  HISTORY     - 1919     MONUMENTED       USFS
 JO0475
 JO0475                          STATION DESCRIPTION
 JO0475
 JO0475'DESCRIBED BY US FOREST SERVICE 1919 (GDC)
 JO0475'ON A LOW BUT PROMINENT POINT IN THE SEVIER VALLEY, ABOUT 2
 JO0475'MILES EAST OF SEVIER CANYON, AND 3-1/2 MILES SOUTHEAST OF
 JO0475'SEVIER, 1/2 MILE WEST OF THE OLD WAGON ROAD BETWEEN MONROE
 JO0475'AND MARYSVALE.  STATION MARK IS A CROSS WITHIN A CIRCLE CUT
 JO0475'IN THE ROCK AND SURMOUNTED BY A POLE SIGNAL WITH A CAIRN
 JO0475'AROUND ITS BASE.  THREE REFERENCE MARKS, EACH A STONE IN PLACE
 JO0475'MARKED WITH A CROSS, THE LETTERS M.W., AND THE FIGURES 10,
 JO0475'WERE SET.  THE FOLLOWING DIRECTIONS WERE OBSERVED--BELKNAP,
 JO0475'0 DEG 00 MIN 00 SEC.  FIRST REFERENCE STONE, 3.877 METERS
 JO0475'(12.72 FEET), 130 DEG 36 MIN 30 SEC.  SECOND REFERENCE
 JO0475'STONE, 6.319 METERS (20.73 FEET), 230 DEG 24 MIN 30 SEC.
 JO0475'AND THIRD REFERENCE STONE, 23.558 METERS (77.29 FEET), 290
 JO0475'DEG 18 MIN 00 SEC.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0406 ***********************************************************************
 KO0406  DESIGNATION -  MW 2
 KO0406  PID         -  KO0406
 KO0406  STATE/COUNTY-  UT/MILLARD
 KO0406  COUNTRY     -  US
 KO0406  USGS QUAD   -  SCIPIO NORTH (2017)
 KO0406
 KO0406                         *CURRENT SURVEY CONTROL
 KO0406  ______________________________________________________________________
 KO0406* NAD 83(1994) POSITION- 39 15 15.62089(N) 112 01 40.07671(W)   ADJUSTED
 KO0406* NAVD 88 ORTHO HEIGHT -  2392.2   (meters)     7848.    (feet) VERTCON3
 KO0406  ______________________________________________________________________
 KO0406  GEOID HEIGHT    -        -18.072 (meters)                     GEOID18
 KO0406  LAPLACE CORR    -          1.97  (seconds)                    DEFLEC18
 KO0406  HORZ ORDER      -  THIRD
 KO0406
 KO0406.The horizontal coordinates were established by classical geodetic methods
 KO0406.and adjusted by the National Geodetic Survey in November 1997.
 KO0406
 KO0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0406
 KO0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0406.GEOID18 height accuracy estimate available here.
 KO0406
 KO0406.Click photographs - Photos may exist for this station.
 KO0406
 KO0406.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0406
 KO0406. The following values were computed from the NAD 83(1994) position.
 KO0406
 KO0406;                    North         East     Units Scale Factor Converg.
 KO0406;SPC UT C     - 2,102,384.158   454,445.353   MT  0.99994982   -0 20 17.1
 KO0406;SPC UT C     - 6,897,572.03  1,490,959.46   sFT  0.99994982   -0 20 17.1
 KO0406;UTM  12      - 4,345,504.815   411,319.621   MT  0.99969683   -0 39 01.4
 KO0406
 KO0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0406!SPC UT C     -   0.99962765  x   0.99994982  =   0.99957749
 KO0406!UTM  12      -   0.99962765  x   0.99969683  =   0.99932459
 KO0406
 KO0406:                Primary Azimuth Mark                     Grid Az
 KO0406:SPC UT C     -  M 5                                      204 08 04.9
 KO0406:UTM  12      -  M 5                                      204 26 49.2
 KO0406
 KO0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ1131945504(NAD 83)
 KO0406
 KO0406|---------------------------------------------------------------------|
 KO0406| PID    Reference Object                     Distance      Geod. Az  |
 KO0406|                                                           dddmmss.s |
 KO0406| CM6539 MW 2 RM 2                             2.438 METERS 08608     |
 KO0406| KN0415 STEVENS 20                          APPROX.21.7 KM 1730553.7 |
 KO0406| KO0412 M 5                                 APPROX.23.6 KM 2034747.8 |
 KO0406| CM6540 MW 2 RM 3                             2.640 METERS 24511     |
 KO0406| CM6538 MW 2 RM 1                             3.359 METERS 35337     |
 KO0406|---------------------------------------------------------------------|
 KO0406
 KO0406                          SUPERSEDED SURVEY CONTROL
 KO0406
 KO0406  NAD 83(1986)-  39 15 15.61134(N)    112 01 40.07190(W) AD(       ) 3
 KO0406  NAD 27      -  39 15 15.77200(N)    112 01 37.34300(W) AD(       ) 3
 KO0406  USSD        -  39 15 16.56900(N)    112 01 38.08200(W) AD(       ) 3
 KO0406  NGVD 29 (07/19/86) 2391.0    (m)         7844.     (f) VERT ANG       
 KO0406
 KO0406.Superseded values are not recommended for survey control.
 KO0406
 KO0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0406.See file dsdata.pdf to determine how the superseded data were derived.
 KO0406
 KO0406_MARKER: X = CHISELED CROSS
 KO0406_SETTING: 0 = UNSPECIFIED SETTING
 KO0406
 KO0406  HISTORY     - Date     Condition        Report By
 KO0406  HISTORY     - 1919     MONUMENTED       CGS
 KO0406
 KO0406                          STATION DESCRIPTION
 KO0406
 KO0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (GDC)
 KO0406'ABOUT 3-1/2 MILES DUE EAST OF SCIPIO AND 1/4 MILE FROM THE DRY
 KO0406'LAKE, ON A BARE BUT NOT PROMINENT SUMMIT IN THE VALLEY RANGE.
 KO0406'STATION MARK IS A CROSS SURROUNDED BY A CIRCLE CUT IN THE ROCK.
 KO0406'THREE REFERENCE STONES, EACH MARKED WITH A CROSS, THE LETTERS
 KO0406'MW AND THE FIGURE 2, WERE SET.  THE FOLLOWING DIRECTIONS WERE
 KO0406'OBSERVED--CAIRN ON SCIPIO, 0 DEG 00 MIN 00 SEC.  FIRST REFERENCE
 KO0406'STONE, 3.413 METERS (11.02 FEET), 38 DEG 46 MIN 50 SEC.  SECOND
 KO0406'REFERENCE STONE, 2.438 METERS (8.00 FEET), 131 DEG 18 MIN
 KO0406'00 SEC.  AND THIRD REFERENCE STONE, 2.640 METERS (8.66 FEET),
 KO0406'290 DEG 21 MIN 00 SEC.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0418 ***********************************************************************
 KO0418  DESIGNATION -  MW 3 RESET
 KO0418  PID         -  KO0418
 KO0418  STATE/COUNTY-  UT/MILLARD
 KO0418  COUNTRY     -  US
 KO0418  USGS QUAD   -  OAK CITY SOUTH (2017)
 KO0418
 KO0418                         *CURRENT SURVEY CONTROL
 KO0418  ______________________________________________________________________
 KO0418* NAD 83(1994) POSITION- 39 16 25.52333(N) 112 16 18.73838(W)   ADJUSTED
 KO0418* NAVD 88 ORTHO HEIGHT -  2626.7   (meters)     8618.    (feet) VERTCON3
 KO0418  ______________________________________________________________________
 KO0418  GEOID HEIGHT    -        -18.220 (meters)                     GEOID18
 KO0418  LAPLACE CORR    -         14.31  (seconds)                    DEFLEC18
 KO0418  HORZ ORDER      -  FIRST
 KO0418
 KO0418.The horizontal coordinates were established by classical geodetic methods
 KO0418.and adjusted by the National Geodetic Survey in November 1997.
 KO0418
 KO0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0418
 KO0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0418.GEOID18 height accuracy estimate available here.
 KO0418
 KO0418.Click photographs - Photos may exist for this station.
 KO0418
 KO0418.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0418
 KO0418. The following values were computed from the NAD 83(1994) position.
 KO0418
 KO0418;                    North         East     Units Scale Factor Converg.
 KO0418;SPC UT C     - 2,104,692.740   433,398.339   MT  0.99994647   -0 29 40.0
 KO0418;SPC UT C     - 6,905,146.10  1,421,907.72   sFT  0.99994647   -0 29 40.0
 KO0418;UTM  12      - 4,347,927.248   390,290.235   MT  0.99974820   -0 48 18.8
 KO0418
 KO0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0418!SPC UT C     -   0.99959093  x   0.99994647  =   0.99953742
 KO0418!UTM  12      -   0.99959093  x   0.99974820  =   0.99933923
 KO0418
 KO0418:                Primary Azimuth Mark                     Grid Az
 KO0418:SPC UT C     -  M 11 RESET                               279 02 57.0
 KO0418:UTM  12      -  M 11 RESET                               279 21 35.8
 KO0418
 KO0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ9029047927(NAD 83)
 KO0418
 KO0418|---------------------------------------------------------------------|
 KO0418| PID    Reference Object                     Distance      Geod. Az  |
 KO0418|                                                           dddmmss.s |
 KO0418| CM6675 MW 3 RM 1                             7.008 METERS 03721     |
 KO0418| CM6676 MW 3 RM 2                             6.679 METERS 16218     |
 KO0418| KO0420 M 11 RESET                          APPROX. 8.7 KM 2783317.0 |
 KO0418|---------------------------------------------------------------------|
 KO0418
 KO0418                          SUPERSEDED SURVEY CONTROL
 KO0418
 KO0418  NAD 83(1986)-  39 16 25.51497(N)    112 16 18.73223(W) AD(       ) 1
 KO0418  NAD 27      -  39 16 25.66000(N)    112 16 15.95100(W) AD(       ) 1
 KO0418  USSD        -  39 16 26.45600(N)    112 16 16.70600(W) AD(       ) 3
 KO0418  NGVD 29 (07/19/86) 2625.4    (m)         8613.     (f) VERT ANG       
 KO0418
 KO0418.Superseded values are not recommended for survey control.
 KO0418
 KO0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0418.See file dsdata.pdf to determine how the superseded data were derived.
 KO0418
 KO0418_MARKER: X = CHISELED CROSS
 KO0418_SETTING: 66 = SET IN ROCK OUTCROP
 KO0418
 KO0418  HISTORY     - Date     Condition        Report By
 KO0418  HISTORY     - 1919     MONUMENTED       USFS
 KO0418  HISTORY     - 1947     GOOD             USFS
 KO0418
 KO0418                          STATION DESCRIPTION
 KO0418
 KO0418'DESCRIBED BY US FOREST SERVICE 1919 (GDC)
 KO0418'ABOUT 9 MILES WEST AND A LITTLE NORTH OF SCIPIO, 1-1/2 MILES FROM
 KO0418'STEPHENSONS RANCH AND ABOUT 3/4 MILE SOUTHEAST OF WHISKEY
 KO0418'CREEK SPRING ON A PROMINENT MOUNTAIN ON THE SOUTH SIDE OF
 KO0418'WHISKEY CREEK ON THE OAK CREEK DIVISION OF THE FILLMORE NATIONAL
 KO0418'FOREST.  STATION IS MARKED BY A CROSS SURROUNDED BY A CIRCLE
 KO0418'CUT IN THE ROCK AND SURMOUNTED BY A POLE SIGNAL WITH A SMALL
 KO0418'CAIRN AROUND THE BASE.  SCIPIO BEARS N. 22 DEG E., MUSINIA S.
 KO0418'66 DEG E., AND CATHERINE S. 14 DEG E.
 KO0418
 KO0418                          STATION RECOVERY (1947)
 KO0418
 KO0418'RECOVERY NOTE BY US FOREST SERVICE 1947 (DHK)
 KO0418'STATION WAS RECOVERED, A BRONZE STATION DISK AND TWO REFERENCE
 KO0418'DISKS WERE SET.
 KO0418'
 KO0418'THE STATION IS LOCATED ABOUT 12 MILES AIRLINE NORTH OF HOLDEN,
 KO0418'ABOUT 8 MILES AIRLINE WEST-NORTHWEST OF SCIPIO AND ABOUT 1.0 MILE
 KO0418'SOUTHEAST OF WHISKEY SPRING ON THE SOUTHERN END OF A SHARP
 KO0418'SOUTHWEST-NORTHEAST RIDGE OF A PROMINENT MOUNTAIN WHICH HAS
 KO0418'VERTICAL CLIFFS ON THE SOUTHWEST END.  THE STATION MARK IS A
 KO0418'BRONZE DISK, SET FLUSH AND STAMPED, USFS NO
 KO0418'3 1919.
 KO0418'
 KO0418'REFERENCE MARK NO. 1 IS A BRONZE DISK, SET
 KO0418'FLUSH AT SAME ELEVATION AS THE STATION MARK AND IS STAMPED, USFS
 KO0418'NO 3 NO 1 1919.
 KO0418'
 KO0418'REFERENCE MARK NO. 2 IS A BRONZE DISK,
 KO0418'SET FLUSH 2 FEET LOWER THAN THE STATION MARK AND IS STAMPED, USFS
 KO0418'NO 3 NO 2 1919.
 KO0418'
 KO0418'A CROSS IS CHISELED IN BEDROCK WITH THE LETTERS M W AND THE
 KO0418'NUMERAL 3 NEARBY.
 KO0418'
 KO0418'TO REACH THE STATION FROM THE NORTHERN PART OF HOLDEN.  GO
 KO0418'NORTHWEST ON STATE HIGHWAY 26, 0.4 MILE TO A CROSSROAD.  TURN
 KO0418'RIGHT, GO 2.0 MILES TO A FORK.  TURN LEFT, GO 1.1 MILE TO A
 KO0418'CROSSROAD.  CONTINUE STRAIGHT AHEAD 3.8 MILES TO A FORK.  TURN
 KO0418'LEFT, CROSS BRIDGE, FOLLOW MAIN ROAD NORTHERLY 2.4 MILES TO A
 KO0418'CROSSROAD WITH A CAIRN IN THE NORTHEAST SECTION.  TURN RIGHT, GO
 KO0418'2.5 MILES TO A GATE.  CONTINUE 1.3 MILE TO A DIM ROAD TO THE
 KO0418'RIGHT, SOUTH.  TURN RIGHT, GO 0.5 MILE TO WHISKEY SPRING AND
 KO0418'END OF TRUCK TRAVEL FOR A TWO WHEEL DRIVE VEHICLE.  CROSS
 KO0418'STREAM, FOLLOW TRACKS SOUTHERLY 0.15 MILE THEN TURN LEFT,
 KO0418'FOLLOW TRACKS EASTERLY UP RIDGE ABOUT 0.6 MILE AND END OF
 KO0418'TRUCK TRAVEL FOR A FOUR WHEEL DRIVE VEHICLE.  CROSS SADDLE,
 KO0418'FOLLOW RIDGE TO CLIFFS.  PASS TO LEFT OF CLIFFS, THROUGH TIMBER
 KO0418'TO TOP OF RIDGE AND STATION ON RIGHT.  A 3 HOUR PACK WITH A 2
 KO0418'WHEEL DRIVE VEHICLE AND A 2 HOUR PACK WITH A 4 WHEEL DRIVE
 KO0418'VEHICLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0467 ***********************************************************************
 JO0467  DESIGNATION -  MW 6
 JO0467  PID         -  JO0467
 JO0467  STATE/COUNTY-  UT/MILLARD
 JO0467  COUNTRY     -  US
 JO0467  USGS QUAD   -  WHITE PINE PEAK (2017)
 JO0467
 JO0467                         *CURRENT SURVEY CONTROL
 JO0467  ______________________________________________________________________
 JO0467* NAD 83(1994) POSITION- 38 51 55.06456(N) 112 13 54.46011(W)   ADJUSTED
 JO0467* NAVD 88 ORTHO HEIGHT -  3118.5   (meters)    10231.    (feet) VERTCON3
 JO0467  ______________________________________________________________________
 JO0467  GEOID HEIGHT    -        -18.187 (meters)                     GEOID18
 JO0467  LAPLACE CORR    -         -4.45  (seconds)                    DEFLEC18
 JO0467  HORZ ORDER      -  THIRD
 JO0467
 JO0467.The horizontal coordinates were established by classical geodetic methods
 JO0467.and adjusted by the National Geodetic Survey in November 1997.
 JO0467
 JO0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0467
 JO0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0467.GEOID18 height accuracy estimate available here.
 JO0467
 JO0467.Click photographs - Photos may exist for this station.
 JO0467
 JO0467.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0467
 JO0467. The following values were computed from the NAD 83(1994) position.
 JO0467
 JO0467;                    North         East     Units Scale Factor Converg.
 JO0467;SPC UT C     - 2,059,319.657   436,485.370   MT  1.00004079   -0 28 07.6
 JO0467;SPC UT C     - 6,756,284.57  1,432,035.75   sFT  1.00004079   -0 28 07.6
 JO0467;UTM  12      - 4,302,549.375   393,133.038   MT  0.99974063   -0 46 22.8
 JO0467
 JO0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0467!SPC UT C     -   0.99951381  x   1.00004079  =   0.99955458
 JO0467!UTM  12      -   0.99951381  x   0.99974063  =   0.99925456
 JO0467
 JO0467:                Primary Azimuth Mark                     Grid Az
 JO0467:SPC UT C     -  M 5                                      021 06 28.1
 JO0467:UTM  12      -  M 5                                      021 24 43.3
 JO0467
 JO0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ9313302549(NAD 83)
 JO0467
 JO0467|---------------------------------------------------------------------|
 JO0467| PID    Reference Object                     Distance      Geod. Az  |
 JO0467|                                                           dddmmss.s |
 JO0467| KO0412 M 5                                 APPROX.23.1 KM 0203820.5 |
 JO0467| JO0466 RED PYRAMID=BEEHIVE                 APPROX.15.4 KM 0592940.7 |
 JO0467| CM6677 MW 6 RM 1                             8.147 METERS 12327     |
 JO0467| CM6678 MW 6 RM 2                             6.294 METERS 25908     |
 JO0467| CM6679 MW 6 RM 3                            11.177 METERS 33218     |
 JO0467|---------------------------------------------------------------------|
 JO0467
 JO0467                          SUPERSEDED SURVEY CONTROL
 JO0467
 JO0467  NAD 83(1986)-  38 51 55.05812(N)    112 13 54.45568(W) AD(       ) 3
 JO0467  NAD 27      -  38 51 55.19000(N)    112 13 51.72100(W) AD(       ) 3
 JO0467  USSD        -  38 51 55.95200(N)    112 13 52.46600(W) AD(       ) 3
 JO0467  NGVD 29 (07/19/86) 3117.0    (m)        10226.     (f) VERT ANG       
 JO0467
 JO0467.Superseded values are not recommended for survey control.
 JO0467
 JO0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0467.See file dsdata.pdf to determine how the superseded data were derived.
 JO0467
 JO0467_MARKER: B = BOLT
 JO0467_SETTING: 66 = SET IN ROCK OUTCROP
 JO0467
 JO0467  HISTORY     - Date     Condition        Report By
 JO0467  HISTORY     - 1919     MONUMENTED       USFS
 JO0467
 JO0467                          STATION DESCRIPTION
 JO0467
 JO0467'DESCRIBED BY US FOREST SERVICE 1919 (GDC)
 JO0467'ABOUT 8 MILES SOUTHEAST OF FILLMORE ON THE EASTERN AND LOWER
 JO0467'SUMMIT OF WHITE PINE PEAK.  THE STATION IS MARKED BY A BOLT
 JO0467'CEMENTED IN THE ROCK AND SURMOUNTED BY A POLE SIGNAL.  THE
 JO0467'FOLLOWING DIRECTIONS WERE OBSERVED--CAIRN ON MOUNT CATHERINE,
 JO0467'0 DEG 00 MIN 00 SEC.  STONE IN PLACE MARKED WITH CROSS AND
 JO0467'ARROW, 8.15 METERS (26.73 FEET), 94 DEG 21 MIN 00 SEC.  STONE
 JO0467'MARKED WITH CROSS, THE LETTERS MW AND THE FIGURE 6, 6.794
 JO0467'METERS (20.65 FEET), 230 DEG 01 MIN 50 SEC.  AND STONE IN
 JO0467'CAIRN MARKED WITH CROSS, THE LETTERS MW AND THE FIGURE 6,
 JO0467'11.15 METERS (36.67 FEET), 303 DEG 12 MIN 20 SEC.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0528 ***********************************************************************
 JO0528  DESIGNATION -  MW 9
 JO0528  PID         -  JO0528
 JO0528  STATE/COUNTY-  UT/MILLARD
 JO0528  COUNTRY     -  US
 JO0528  USGS QUAD   -  DOG VALLEY PEAK (2017)
 JO0528
 JO0528                         *CURRENT SURVEY CONTROL
 JO0528  ______________________________________________________________________
 JO0528* NAD 83(1994) POSITION- 38 38 52.32779(N) 112 32 05.30917(W)   ADJUSTED
 JO0528* NAVD 88 ORTHO HEIGHT -  2507.    (meters)     8225.    (feet) SCALED
 JO0528  ______________________________________________________________________
 JO0528  GEOID HEIGHT    -        -19.365 (meters)                     GEOID18
 JO0528  LAPLACE CORR    -         14.06  (seconds)                    DEFLEC18
 JO0528  HORZ ORDER      -  SECOND
 JO0528
 JO0528.The horizontal coordinates were established by classical geodetic methods
 JO0528.and adjusted by the National Geodetic Survey in November 1997.
 JO0528
 JO0528.The orthometric height was scaled from a topographic map.
 JO0528
 JO0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0528.GEOID18 height accuracy estimate available here.
 JO0528
 JO0528.Click photographs - Photos may exist for this station.
 JO0528
 JO0528.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0528
 JO0528. The following values were computed from the NAD 83(1994) position.
 JO0528
 JO0528;                    North         East     Units Scale Factor Converg.
 JO0528;SPC UT C     - 2,035,442.442   409,907.652   MT  1.00011139   -0 39 46.4
 JO0528;SPC UT C     - 6,677,947.41  1,344,838.69   sFT  1.00011139   -0 39 46.4
 JO0528;SPC UT S     - 3,220,392.852   409,911.666   MT  1.00006492   -0 38 02.4
 JO0528;SPC UT S     -10,565,572.22  1,344,851.86   sFT  1.00006492   -0 38 02.4
 JO0528;UTM  12      - 4,278,818.757   366,438.502   MT  0.99981967   -0 57 31.2
 JO0528
 JO0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0528!SPC UT C     -   0.99960979  x   1.00011139  =   0.99972114
 JO0528!SPC UT S     -   0.99960979  x   1.00006492  =   0.99967469
 JO0528!UTM  12      -   0.99960979  x   0.99981967  =   0.99942953
 JO0528
 JO0528:                Primary Azimuth Mark                     Grid Az
 JO0528:SPC UT C     -  TUSHAR                                   157 49 28.0
 JO0528:SPC UT S     -  TUSHAR                                   157 47 44.0
 JO0528:UTM  12      -  TUSHAR                                   158 07 12.8
 JO0528
 JO0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH6643878818(NAD 83)
 JO0528
 JO0528|---------------------------------------------------------------------|
 JO0528| PID    Reference Object                     Distance      Geod. Az  |
 JO0528|                                                           dddmmss.s |
 JO0528| JO0480 MARYS NIPPLE                        APPROX.11.5 KM 0701709.6 |
 JO0528| CM6685 MW 9 RM 3                             5.733 METERS 12622     |
 JO0528| JO0506 TUSHAR                              APPROX.27.5 KM 1570941.6 |
 JO0528| CM6683 MW 9 RM 1                             8.891 METERS 23430     |
 JO0528| CM6684 MW 9 RM 2                             3.082 METERS 31527     |
 JO0528|---------------------------------------------------------------------|
 JO0528
 JO0528                          SUPERSEDED SURVEY CONTROL
 JO0528
 JO0528  NAD 83(1986)-  38 38 52.32382(N)    112 32 05.30451(W) AD(       ) 2
 JO0528  NAD 27      -  38 38 52.43000(N)    112 32 02.52100(W) AD(       ) 2
 JO0528  USSD        -  38 38 53.21900(N)    112 32 03.32900(W) AD(       ) 3
 JO0528
 JO0528.Superseded values are not recommended for survey control.
 JO0528
 JO0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0528.See file dsdata.pdf to determine how the superseded data were derived.
 JO0528
 JO0528_MARKER: X = CHISELED CROSS
 JO0528_SETTING: 0 = UNSPECIFIED SETTING
 JO0528
 JO0528  HISTORY     - Date     Condition        Report By
 JO0528  HISTORY     - 1919     MONUMENTED       USFS
 JO0528  HISTORY     - 1938     SEE DESCRIPTION  CGS
 JO0528
 JO0528                          STATION DESCRIPTION
 JO0528
 JO0528'DESCRIBED BY US FOREST SERVICE 1919 (GDC)
 JO0528'ON A HIGH PROMINENT RIDGE ABOUT 4-1/2 MILES NORTHEAST OF COVE
 JO0528'FORT, NEAR THE WEST BOUNDARY OF FILLMORE NATIONAL FOREST.
 JO0528'STATION MARK IS A CROSS WITHIN A CIRCLE CUT IN THE ROCK
 JO0528'AND SURMOUNTED BY A POLE SIGNAL WITH A CAIRN AROUND THE BASE.
 JO0528'THREE REFERENCE STONES, EACH MARKED WITH A CROSS, THE LETTERS
 JO0528'MW AND THE FIGURE 9, WERE SET.  THE FOLLOWING DIRECTIONS
 JO0528'WERE OBSERVED--BELKNAP, 0 DEG 00 MIN 00 SEC.  FIRST REFERENCE
 JO0528'STONE, 8.891 METERS (29.17 FEET), 77 DEG 20 MIN 00 SEC.
 JO0528'SECOND REFERENCE STONE, 3.383 METERS (10.11 FEET), 158 DEG 17
 JO0528'MIN 00 SEC.  AND THIRD REFERENCE STONE, 5.733 METERS (18.81
 JO0528'FEET), 329 DEG 12 MIN 10 SEC
 JO0528
 JO0528                          STATION RECOVERY (1938)
 JO0528
 JO0528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JO0528'THE STATION WAS FOUND AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 JO0528'THE ROCK ON WHICH THE CROSS WITHIN THE CIRCLE CUT IN ROCK WAS
 JO0528'INSCRIBED WAS BROKEN WHEN THE BUILDING PARTY ENDEAVORED TO
 JO0528'DRILL A HOLE IN WHICH TO SET A BRONZE DISK.  THE OLD STATION
 JO0528'WAS RECOVERED BY FITTING THE BROKEN PIECES TOGETHER, WAS
 JO0528'CHECKED BY MEASUREMENTS FROM REFERENCE STONES 1 AND 2, AND BY
 JO0528'MEASURE OF THE COMPUTED ANGLE FROM STATION TUSHAR 1885 TO
 JO0528'U.S.F.S.  NO. 9 AT REFERENCE STONE 1.
 JO0528'
 JO0528'MEASUREMENTS TO REFERENCE STONE 1 WERE 8.895 METERS (29.18
 JO0528'FEET).  MEASUREMENTS TO REFERENCE STONE 2 WERE 3.085 METERS
 JO0528'(10.12 FEET), AN ERROR BEING FOUND IN THE ORIGINAL DESCRIPTION
 JO0528'DISTANCE WHICH GIVES IT AS 3.383 METERS (10.11 FEET).  REFERENCE
 JO0528'STONE 3 IS LOOSE AND MEASUREMENTS FROM IT DID NOT CHECK.
 JO0528'
 JO0528'A NEW STATION, A BRONZE STATION DISK, WAS ESTABLISHED AND
 JO0528'TIED INTO THE OLD BY ANGLE AND DISTANCE.  OBSERVED FROM
 JO0528'U.S.F.S. NO. 9 ECC.
 JO0528'
 JO0528'THE OLD STATION WAS DAMAGED TO THE EXTENT THAT IT CAN NO
 JO0528'LONGER BE CONSIDERED AS A STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0504 ***********************************************************************
 KN0504  DESIGNATION -  MYRTLE
 KN0504  PID         -  KN0504
 KN0504  STATE/COUNTY-  UT/CARBON
 KN0504  COUNTRY     -  US
 KN0504  USGS QUAD   -  MINNIE MAUD CREEK EAST (2017)
 KN0504
 KN0504                         *CURRENT SURVEY CONTROL
 KN0504  ______________________________________________________________________
 KN0504* NAD 83(1994) POSITION- 39 45 45.00099(N) 110 36 14.95005(W)   ADJUSTED
 KN0504* NAVD 88 ORTHO HEIGHT -  2617.1   (meters)     8586.    (feet) VERTCON3
 KN0504  ______________________________________________________________________
 KN0504  GEOID HEIGHT    -        -16.320 (meters)                     GEOID18
 KN0504  LAPLACE CORR    -          0.04  (seconds)                    DEFLEC18
 KN0504  HORZ ORDER      -  THIRD
 KN0504
 KN0504.The horizontal coordinates were established by classical geodetic methods
 KN0504.and adjusted by the National Geodetic Survey in November 1997.
 KN0504
 KN0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0504
 KN0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0504.GEOID18 height accuracy estimate available here.
 KN0504
 KN0504.Click photographs - Photos may exist for this station.
 KN0504
 KN0504.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0504
 KN0504. The following values were computed from the NAD 83(1994) position.
 KN0504
 KN0504;                    North         East     Units Scale Factor Converg.
 KN0504;SPC UT C     - 2,159,048.214   576,755.232   MT  0.99989962   +0 34 25.9
 KN0504;SPC UT C     - 7,083,477.35  1,892,237.79   sFT  0.99989962   +0 34 25.9
 KN0504;UTM  12      - 4,401,472.529   533,906.220   MT  0.99961415   +0 15 11.5
 KN0504
 KN0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0504!SPC UT C     -   0.99959215  x   0.99989962  =   0.99949181
 KN0504!UTM  12      -   0.99959215  x   0.99961415  =   0.99920646
 KN0504
 KN0504:                Primary Azimuth Mark                     Grid Az
 KN0504:SPC UT C     -  FLAT                                     040 58 44.2
 KN0504:UTM  12      -  FLAT                                     041 17 58.6
 KN0504
 KN0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK3390601472(NAD 83)
 KN0504
 KN0504|---------------------------------------------------------------------|
 KN0504| PID    Reference Object                     Distance      Geod. Az  |
 KN0504|                                                           dddmmss.s |
 KN0504| KN0502 FLAT                                APPROX. 8.3 KM 0413310.1 |
 KN0504|---------------------------------------------------------------------|
 KN0504
 KN0504                          SUPERSEDED SURVEY CONTROL
 KN0504
 KN0504  NAD 83(1993)-  39 45 44.99851(N)    110 36 14.94918(W) AD(       ) 3
 KN0504  NAD 83(1986)-  39 45 44.98768(N)    110 36 14.94339(W) AD(       ) 3
 KN0504  NAD 27      -  39 45 45.12255(N)    110 36 12.37364(W) AD(       ) 3
 KN0504  NGVD 29 (07/19/86) 2615.8    (m)         8582.     (f) VERT ANG       
 KN0504
 KN0504.Superseded values are not recommended for survey control.
 KN0504
 KN0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0504.See file dsdata.pdf to determine how the superseded data were derived.
 KN0504
 KN0504
 KN0504  HISTORY     - Date     Condition        Report By
 KN0504  HISTORY     - 1966     MONUMENTED       USGS
 KN0504  HISTORY     - 1966     MARK NOT FOUND   USGS
 KN0504
 KN0504                          STATION DESCRIPTION
 KN0504
 KN0504'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KN0504'NO TRACE OF THE ALLEGED TABLET SET IN 1910 WAS
 KN0504'FOUND.  THE ORIGINAL ROCK CAIRN WAS FOUND INTACT.  A ROCK WITH
 KN0504'CHISELED CROSS WAS FOUND UNDER THE CAIRN.
 KN0504'
 KN0504'LOCATED ABOUT 18.5 MI. NW. OF DRAGERTON, 16 MI. NE. OF PRICE, ON A
 KN0504'BARE N-S. RUNNING RIDGE, IN THE MIDDLE OF SECTION 20, T 12 S, R 12 E.
 KN0504'
 KN0504'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 53 IN
 KN0504'MYTON, PROCEED S. ON STATE HIGHWAY 53 FOR 31.7 MI. TO JUNCTION WITH
 KN0504'NINE MILE CANYON, CONTINUE ON HIGHWAY 53 W., FOR 17.4 MI. TO Y-RD.
 KN0504'ON RIGHT AND MINNIE MAUD CREEK, TURN RIGHT THROUGH GATE AND GO 1.3 MI.
 KN0504'TO ANOTHER GATE, CONTINUE ON MAIN-TRAVELED RD. FOR 0.6 MI. TO ANOTHER
 KN0504'GATE, CONTINUE FOR 2 MI. TO TRACK RD. ON LEFT, TURN LEFT S. AND CROSS
 KN0504'DRAIN THROUGH GATE AND GO 3 MI. TO DIM RD. W. AT DIVIDE, TURN RIGHT
 KN0504'AND GO 0.9 MI. TO A RIDGE S. AND AN E-W. FENCE AND END OF TRUCK
 KN0504'TRAVEL.  PACK S. ALONG RIDGE TO HIGH POINT AND STATION.  ABOUT A 20
 KN0504'MINUTE PACK.
 KN0504'
 KN0504'STATION MARK--STANDARD TABLET, STAMPED ---MYRTLE 1966----, WELDED IN
 KN0504'TOP OF A 4 IN. PIPE.
 KN0504'
 KN0504'REFERENCE MARK NO. 1--STANDARD TABLET, STAMPED ---NO 1 1966---,
 KN0504'WELDED TO A 3 IN. PIPE PROJECTING 0.7 FT. ABOVE GROUND.
 KN0504'
 KN0504'REFERENCE MARK NO. 2--STANDARD TABLET, STAMPED ---NO 2 1966---,
 KN0504'WELDED TO A 3 IN. PIPE PROJECTING 0.7 FT. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DE6281 ***********************************************************************
 DE6281  DESIGNATION -  MYT1 A
 DE6281  PID         -  DE6281
 DE6281  STATE/COUNTY-  UT/DUCHESNE
 DE6281  COUNTRY     -  US
 DE6281  USGS QUAD   -  MYTON SE (2017)
 DE6281
 DE6281                         *CURRENT SURVEY CONTROL
 DE6281  ______________________________________________________________________
 DE6281* NAD 83(2011) POSITION- 40 06 09.86004(N) 110 02 55.87510(W)   ADJUSTED
 DE6281* NAD 83(2011) ELLIP HT-  1609.345 (meters)        (06/27/12)   ADJUSTED
 DE6281* NAD 83(2011) EPOCH   -  2010.00
 DE6281* NAVD 88 ORTHO HEIGHT -  1627.250 (meters)     5338.74  (feet) ADJUSTED
 DE6281  ______________________________________________________________________
 DE6281  GEOID HEIGHT    -        -17.909 (meters)                     GEOID18
 DE6281  NAD 83(2011) X  - -1,675,229.710 (meters)                     COMP
 DE6281  NAD 83(2011) Y  - -4,590,473.364 (meters)                     COMP
 DE6281  NAD 83(2011) Z  -  4,087,754.457 (meters)                     COMP
 DE6281  LAPLACE CORR    -         -3.96  (seconds)                    DEFLEC18
 DE6281  DYNAMIC HEIGHT  -       1625.714 (meters)     5333.70  (feet) COMP
 DE6281  MODELED GRAVITY -    979,625.2   (mgal)                       NAVD 88
 DE6281
 DE6281  VERT ORDER      -  SECOND    CLASS II
 DE6281
 DE6281  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6281  Standards:
 DE6281         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6281            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6281  -------------------------------------------------------------------
 DE6281  NETWORK    0.29   0.76           0.13   0.10   0.39     -0.01784731
 DE6281  -------------------------------------------------------------------
 DE6281  Click here for local accuracies and other accuracy information.
 DE6281
 DE6281.This is a reference station for the MYTON 1
 DE6281.National Continuously Operating Reference Station (MYT1).
 DE6281
 DE6281.The horizontal coordinates were established by GPS observations
 DE6281.and adjusted by the National Geodetic Survey in June 2012.
 DE6281
 DE6281.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6281.been affixed to the stable North American tectonic plate. See 
 DE6281.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE6281
 DE6281.The horizontal coordinates are valid at the epoch date displayed above
 DE6281.which is a decimal equivalence of Year/Month/Day.
 DE6281
 DE6281.The orthometric height was determined by differential leveling and
 DE6281.adjusted by the NATIONAL GEODETIC SURVEY
 DE6281.in August 2002.
 DE6281
 DE6281.No vertical observational check was made to the station.
 DE6281
 DE6281.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6281.GEOID18 height accuracy estimate available here.
 DE6281
 DE6281.Click photographs - Photos may exist for this station.
 DE6281
 DE6281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6281
 DE6281.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE6281
 DE6281.The ellipsoidal height was determined by GPS observations
 DE6281.and is referenced to NAD 83.
 DE6281
 DE6281.The dynamic height is computed by dividing the NAVD 88
 DE6281.geopotential number by the normal gravity value computed on the
 DE6281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6281.degrees latitude (g = 980.6199 gals.).
 DE6281
 DE6281.The modeled gravity was interpolated from observed gravity values.
 DE6281
 DE6281. The following values were computed from the NAD 83(2011) position.
 DE6281
 DE6281;                    North         East     Units Scale Factor Converg.
 DE6281;SPC UT C     - 2,197,441.565   623,716.422   MT  0.99990971   +0 55 46.5
 DE6281;SPC UT C     - 7,209,439.53  2,046,309.63   sFT  0.99990971   +0 55 46.5
 DE6281;UTM  12      - 4,439,593.805   581,068.353   MT  0.99968090   +0 36 45.8
 DE6281
 DE6281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6281!SPC UT C     -   0.99974760  x   0.99990971  =   0.99965733
 DE6281!UTM  12      -   0.99974760  x   0.99968090  =   0.99942858
 DE6281
 DE6281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK8106839593(NAD 83)
 DE6281
 DE6281|---------------------------------------------------------------------|
 DE6281| PID    Reference Object                     Distance      Geod. Az  |
 DE6281|                                                           dddmmss.s |
 DE6281| AJ8476 MYTON 1 CORS ARP                     58.314 METERS 09838     |
 DE6281|---------------------------------------------------------------------|
 DE6281
 DE6281                          SUPERSEDED SURVEY CONTROL
 DE6281
 DE6281  NAD 83(2007)-  40 06 09.85962(N)    110 02 55.87568(W) AD(2002.00) 0
 DE6281  ELLIP H (02/10/07) 1609.371  (m)                       GP(2002.00)    
 DE6281  NAD 83(1994)-  40 06 09.85957(N)    110 02 55.87568(W) AD(       ) B
 DE6281  ELLIP H (01/17/03) 1609.371  (m)                       GP(       ) 4 1
 DE6281  NAVD 88            1627.25   (m)         5338.7    (f) LEVELING    3  
 DE6281
 DE6281.Superseded values are not recommended for survey control.
 DE6281
 DE6281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6281.See file dsdata.pdf to determine how the superseded data were derived.
 DE6281
 DE6281_MARKER: F = FLANGE-ENCASED ROD
 DE6281_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE6281_STAMPING: MYT1 A 2002
 DE6281_MARK LOGO: NGS
 DE6281_PROJECTION: FLUSH
 DE6281_MAGNETIC: I = MARKER IS A STEEL ROD
 DE6281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6281+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2002
 DE6281_ROD/PIPE-DEPTH: 13 meters
 DE6281_SLEEVE-DEPTH  : 0.9 meters
 DE6281
 DE6281  HISTORY     - Date     Condition        Report By
 DE6281  HISTORY     - 20020425 MONUMENTED       NGS
 DE6281
 DE6281                          STATION DESCRIPTION
 DE6281
 DE6281'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 DE6281'2.2 KM (1.4 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 40 FROM THE JUNCTION
 DE6281'OF MAIN STREET IN MYTON, THENCE 2.7 KM (1.7 MI) SOUTHERLY ALONG ROAD
 DE6281'5550 W, THENCE 8.4 KM (5.2 MI) SOUTHERLY THEN SOUTHEASTERLY ALONG ROAD
 DE6281'6000 W (ROAD TO SAND WASH), THENCE 0.8 KM (0.5 MI) EASTERLY ALONG ROAD
 DE6281'13535 S, NEAR THE JUNCTION OF A GRAVELED ROAD LEADING TO A LARGE RADIO
 DE6281'MAST AND THE CORS SITE, 45.6 M (149.6 FT) WEST OF A CORS REFERENCE
 DE6281'ANTENNA MAST, 42.5 M (139.4 FT) SOUTHWEST OF UTILITY POLE NUMBER
 DE6281'R20541 WITH THREE TRANSFORMERS, 27.2 M (89.2 FT) WEST OF THE CENTER OF
 DE6281'THE GRAVELED ROAD, 1.8 M (5.9 FT) NORTHWEST OF A WITNESS POST AND 1.4
 DE6281'M (4.6 FT) NORTHWEST OF THE NORTHWEST CORNER OF PIPE FENCE.
 DE6281'
 DE6281'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 DE6281'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 DE6281'THE MARK IS ON PROPERTY OWNED BY THE BUREAU OF LAND MANAGEMENT.
 DE6281'.  THIS IS A CORS SITE REFERENCE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DE6280 ***********************************************************************
 DE6280  DESIGNATION -  MYT1 B
 DE6280  PID         -  DE6280
 DE6280  STATE/COUNTY-  UT/DUCHESNE
 DE6280  COUNTRY     -  US
 DE6280  USGS QUAD   -  MYTON SE (2017)
 DE6280
 DE6280                         *CURRENT SURVEY CONTROL
 DE6280  ______________________________________________________________________
 DE6280* NAD 83(2011) POSITION- 40 06 12.19431(N) 110 03 30.03504(W)   ADJUSTED
 DE6280* NAD 83(2011) ELLIP HT-  1621.106 (meters)        (06/27/12)   ADJUSTED
 DE6280* NAD 83(2011) EPOCH   -  2010.00
 DE6280* NAVD 88 ORTHO HEIGHT -  1638.992 (meters)     5377.26  (feet) ADJUSTED
 DE6280  ______________________________________________________________________
 DE6280  GEOID HEIGHT    -        -17.894 (meters)                     GEOID18
 DE6280  NAD 83(2011) X  - -1,675,977.099 (meters)                     COMP
 DE6280  NAD 83(2011) Y  - -4,590,160.738 (meters)                     COMP
 DE6280  NAD 83(2011) Z  -  4,087,817.117 (meters)                     COMP
 DE6280  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC18
 DE6280  DYNAMIC HEIGHT  -       1637.443 (meters)     5372.18  (feet) COMP
 DE6280  MODELED GRAVITY -    979,623.1   (mgal)                       NAVD 88
 DE6280
 DE6280  VERT ORDER      -  SECOND    CLASS II
 DE6280
 DE6280  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6280  Standards:
 DE6280         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6280            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6280  -------------------------------------------------------------------
 DE6280  NETWORK    0.30   0.80           0.13   0.11   0.41     -0.01830934
 DE6280  -------------------------------------------------------------------
 DE6280  Click here for local accuracies and other accuracy information.
 DE6280
 DE6280.This is a reference station for the MYTON 1
 DE6280.National Continuously Operating Reference Station (MYT1).
 DE6280
 DE6280.The horizontal coordinates were established by GPS observations
 DE6280.and adjusted by the National Geodetic Survey in June 2012.
 DE6280
 DE6280.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6280.been affixed to the stable North American tectonic plate. See 
 DE6280.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE6280
 DE6280.The horizontal coordinates are valid at the epoch date displayed above
 DE6280.which is a decimal equivalence of Year/Month/Day.
 DE6280
 DE6280.The orthometric height was determined by differential leveling and
 DE6280.adjusted by the NATIONAL GEODETIC SURVEY
 DE6280.in August 2002.
 DE6280
 DE6280.No vertical observational check was made to the station.
 DE6280
 DE6280.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6280.GEOID18 height accuracy estimate available here.
 DE6280
 DE6280.Click photographs - Photos may exist for this station.
 DE6280
 DE6280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6280
 DE6280.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE6280
 DE6280.The ellipsoidal height was determined by GPS observations
 DE6280.and is referenced to NAD 83.
 DE6280
 DE6280.The dynamic height is computed by dividing the NAVD 88
 DE6280.geopotential number by the normal gravity value computed on the
 DE6280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6280.degrees latitude (g = 980.6199 gals.).
 DE6280
 DE6280.The modeled gravity was interpolated from observed gravity values.
 DE6280
 DE6280. The following values were computed from the NAD 83(2011) position.
 DE6280
 DE6280;                    North         East     Units Scale Factor Converg.
 DE6280;SPC UT C     - 2,197,500.464   622,906.365   MT  0.99990976   +0 55 24.6
 DE6280;SPC UT C     - 7,209,632.77  2,043,651.97   sFT  0.99990976   +0 55 24.6
 DE6280;UTM  12      - 4,439,657.169   580,258.820   MT  0.99967930   +0 36 23.8
 DE6280
 DE6280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6280!SPC UT C     -   0.99974575  x   0.99990976  =   0.99965553
 DE6280!UTM  12      -   0.99974575  x   0.99967930  =   0.99942513
 DE6280
 DE6280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK8025839657(NAD 83)
 DE6280
 DE6280                          SUPERSEDED SURVEY CONTROL
 DE6280
 DE6280  NAD 83(2007)-  40 06 12.19389(N)    110 03 30.03561(W) AD(2002.00) 0
 DE6280  ELLIP H (02/10/07) 1621.132  (m)                       GP(2002.00)    
 DE6280  NAD 83(1994)-  40 06 12.19384(N)    110 03 30.03562(W) AD(       ) B
 DE6280  ELLIP H (01/17/03) 1621.132  (m)                       GP(       ) 4 1
 DE6280  NAVD 88            1638.99   (m)         5377.3    (f) LEVELING    3  
 DE6280
 DE6280.Superseded values are not recommended for survey control.
 DE6280
 DE6280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6280.See file dsdata.pdf to determine how the superseded data were derived.
 DE6280
 DE6280_MARKER: F = FLANGE-ENCASED ROD
 DE6280_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE6280_STAMPING: MYT1 B 2002
 DE6280_MARK LOGO: NGS
 DE6280_PROJECTION: FLUSH
 DE6280_MAGNETIC: I = MARKER IS A STEEL ROD
 DE6280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6280+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2002
 DE6280_ROD/PIPE-DEPTH: 8.4 meters
 DE6280_SLEEVE-DEPTH  : 0.9 meters
 DE6280
 DE6280  HISTORY     - Date     Condition        Report By
 DE6280  HISTORY     - 20020425 MONUMENTED       NGS
 DE6280
 DE6280                          STATION DESCRIPTION
 DE6280
 DE6280'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 DE6280'2.2 KM (1.4 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 40 FROM THE JUNCTION
 DE6280'OF MAIN STREET IN MYTON, THENCE 2.7 KM (1.7 MI) SOUTHERLY ALONG ROAD
 DE6280'5550 W, THENCE 8.4 KM (5.2 MI) SOUTHEASTERLY ALONG ROAD 6000 W
 DE6280'(ROAD TO SAND WASH), IN THE SOUTHEAST CORNER A T-JUNCTION WITH ROAD
 DE6280'13535 S, 27.7 M (90.9 FT) NORTHEAST OF THE CENTER OF THE ROAD
 DE6280'(NOW 3500 W), 18.3 M (60.0 FT) EAST-NORTHEAST OF ROAD JUNCTION SIGN,
 DE6280'11.9 M (39.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF ROAD 13535 S,
 DE6280'1.1 M (3.6 FT) WEST OF USGS MARK S 24 S 16 1/4 AND 0.9 M (3.0 FT)
 DE6280'NORTH OF A WITNESS POST.
 DE6280'
 DE6280'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 DE6280'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 DE6280'THE MARK IS ON PROPERTY OF THE BUREAU OF LAND MANAGEMENT.  THIS
 DE6280'S STATION IS A CORS SITE REFERENCE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0654 ***********************************************************************
 LN0654  DESIGNATION -  MYTON
 LN0654  PID         -  LN0654
 LN0654  STATE/COUNTY-  UT/DUCHESNE
 LN0654  COUNTRY     -  US
 LN0654  USGS QUAD   -  WINDY RIDGE (2017)
 LN0654
 LN0654                         *CURRENT SURVEY CONTROL
 LN0654  ______________________________________________________________________
 LN0654* NAD 83(1994) POSITION- 40 12 27.43485(N) 109 59 31.45905(W)   ADJUSTED
 LN0654* NAVD 88 ORTHO HEIGHT -  1647.7   (meters)     5406.    (feet) VERTCON3
 LN0654  ______________________________________________________________________
 LN0654  GEOID HEIGHT    -        -17.860 (meters)                     GEOID18
 LN0654  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 LN0654  HORZ ORDER      -  FIRST
 LN0654
 LN0654.The horizontal coordinates were established by classical geodetic methods
 LN0654.and adjusted by the National Geodetic Survey in November 1997.
 LN0654
 LN0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0654
 LN0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0654.GEOID18 height accuracy estimate available here.
 LN0654
 LN0654.Click photographs - Photos may exist for this station.
 LN0654
 LN0654.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0654
 LN0654. The following values were computed from the NAD 83(1994) position.
 LN0654
 LN0654;                    North         East     Units Scale Factor Converg.
 LN0654;SPC UT C     - 2,209,164.826   628,360.591   MT  0.99991992   +0 57 57.4
 LN0654;SPC UT C     - 7,247,901.60  2,061,546.37   sFT  0.99991992   +0 57 57.4
 LN0654;UTM  12      - 4,451,288.593   585,776.041   MT  0.99969057   +0 39 02.6
 LN0654
 LN0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0654!SPC UT C     -   0.99974438  x   0.99991992  =   0.99966432
 LN0654!UTM  12      -   0.99974438  x   0.99969057  =   0.99943503
 LN0654
 LN0654:                Primary Azimuth Mark                     Grid Az
 LN0654:SPC UT C     -  MYTON AZ MK                              256 06 21.9
 LN0654:UTM  12      -  MYTON AZ MK                              256 25 16.7
 LN0654
 LN0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK8577651288(NAD 83)
 LN0654
 LN0654|---------------------------------------------------------------------|
 LN0654| PID    Reference Object                     Distance      Geod. Az  |
 LN0654|                                                           dddmmss.s |
 LN0654| CP6304 MYTON RM 2                           16.277 METERS 20049     |
 LN0654| CP6302 MYTON AZ MK                                        2570419.3 |
 LN0654| CP6303 MYTON RM 1                           10.897 METERS 35927     |
 LN0654|---------------------------------------------------------------------|
 LN0654
 LN0654                          SUPERSEDED SURVEY CONTROL
 LN0654
 LN0654  NAD 83(1993)-  40 12 27.43313(N)    109 59 31.45995(W) AD(       ) 1
 LN0654  NAD 83(1986)-  40 12 27.41309(N)    109 59 31.44893(W) AD(       ) 1
 LN0654  NAD 27      -  40 12 27.55600(N)    109 59 28.91700(W) AD(       ) 1
 LN0654  NGVD 29 (07/19/86) 1646.5    (m)         5402.     (f) VERT ANG       
 LN0654
 LN0654.Superseded values are not recommended for survey control.
 LN0654
 LN0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0654.See file dsdata.pdf to determine how the superseded data were derived.
 LN0654
 LN0654_MARKER: DS = TRIANGULATION STATION DISK
 LN0654_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LN0654_STAMPING: MYTON 1946
 LN0654_MARK LOGO: CGS
 LN0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0654
 LN0654  HISTORY     - Date     Condition        Report By
 LN0654  HISTORY     - 1946     MONUMENTED       CGS
 LN0654  HISTORY     - 1963     GOOD             USGS
 LN0654
 LN0654                          STATION DESCRIPTION
 LN0654
 LN0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0654'THE STATION IS LOCATED ABOUT 6.5 MILES AIRLINE SOUTH OF ROOSEVELT
 LN0654'AND ABOUT 4.0 MILES AIRLINE EAST-NORTHEAST OF MYTON ON A LONG
 LN0654'PROMINENT BENCH THE SIDES OF WHICH ARE ALMOST VERTICAL.  THE
 LN0654'STATION MARK IS A BRONZE DISK WELDED IN THE TOP OF A 4 INCH
 LN0654'IRON PIPE WHICH PROJECTS 3 INCHES.  IT IS STAMPED, MYTON 1946.
 LN0654'
 LN0654'REFERENCE MARK NO. 1 IS A BRONZE DISK WELDED IN THE TOP OF A 4
 LN0654'INCH IRON PIPE.  IT PROJECTS 10 INCHES, IS SAME ELEVATION AS
 LN0654'STATION MARK AND IS STAMPED, MYTON NO 1 1946.
 LN0654'
 LN0654'REFERENCE MARK NO. 2 IS A BRONZE DISK WELDED IN THE TOP OF A
 LN0654'4 INCH IRON PIPE.  IT PROJECTS 8 INCHES, IS SAME ELEVATION AS
 LN0654'STATION MARK AND IS STAMPED, MYTON NO 2 1946.
 LN0654'
 LN0654'THE AZIMUTH MARK IS A BRONZE DISK SET 26 FEET SOUTH OF THE
 LN0654'CENTERLINE OF A ROAD AND 4 FEET WEST OF A FENCE CORNER.  IT
 LN0654'PROJECTS 6 INCHES AND IS STAMPED, MYTON 1946.
 LN0654'
 LN0654'TO REACH THE STATION FROM MYTON.  GO NORTH ON U.S. HIGHWAY 40,
 LN0654'1.25 MILE TO A CROSSROAD.  TURN RIGHT ON GRADED ROAD, GO, EAST,
 LN0654'1.0 MILE TO FORK.  TURN RIGHT, SOUTH, GO 0.25 MILE TO A FORK.
 LN0654'TURN LEFT, GO EAST, SOUTH THEN EAST 2.25 MILES TO A DIM ROAD
 LN0654'TO THE LEFT AND A FENCE CORNER AND AZIMUTH MARK ON RIGHT.  TURN
 LN0654'LEFT, NORTH, GO 0.2 MILE, THEN BEAR RIGHT ACROSS COUNTRY TO THE
 LN0654'NORTHEAST, PASSING TO THE NORTH OF THE BENCH TO THE FIRST LONG,
 LN0654'NORTHERLY AND SOUTHERLY RIDGE RUNNING DOWN FROM BENCH.  FOLLOW
 LN0654'SOUTHERLY UP THIS RIDGE TO A STEEP PITCH AND END OF TRUCK
 LN0654'TRAVEL.  WALK UP RIDGE TO TOP THEN TO LEFT AND STATION.  A 10
 LN0654'MINUTE PACK.
 LN0654
 LN0654                          STATION RECOVERY (1963)
 LN0654
 LN0654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LN0654'RECOVERED.
 LN0654'
 LN0654'STATION MARK--BRONZE DISK, STAMPED ---MYTON 1946---, WELDED IN THE
 LN0654'TOP OF A 4 IN. IRON PIPE PROJECTING 3 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AJ8476 ***********************************************************************
 AJ8476  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ8476  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ8476  DESIGNATION -  MYTON 1 CORS ARP
 AJ8476  CORS_ID     -  MYT1
 AJ8476  PID         -  AJ8476
 AJ8476  STATE/COUNTY-  UT/DUCHESNE
 AJ8476  COUNTRY     -  US
 AJ8476  USGS QUAD   -  MYTON SE (2017)
 AJ8476
 AJ8476                         *CURRENT SURVEY CONTROL
 AJ8476  ______________________________________________________________________
 AJ8476* NAD 83(2011) POSITION- 40 06 09.57621(N) 110 02 53.44088(W)   ADJUSTED
 AJ8476* NAD 83(2011) ELLIP HT-  1610.760 (meters)        (04/??/25)   ADJUSTED
 AJ8476* NAD 83(2011) EPOCH   -  2010.00
 AJ8476* NAVD 88 ORTHO HEIGHT -  1628.67  (meters)     5343.4   (feet) GPS OBS
 AJ8476  ______________________________________________________________________
 AJ8476  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8476  GEOID HEIGHT    -        -17.791 (meters)                     GEOID99
 AJ8476  GEOID HEIGHT    -        -17.910 (meters)                     GEOID18
 AJ8476  NAD 83(2011) X  - -1,675,177.840 (meters)                     COMP
 AJ8476  NAD 83(2011) Y  - -4,590,499.450 (meters)                     COMP
 AJ8476  NAD 83(2011) Z  -  4,087,748.671 (meters)                     COMP
 AJ8476
 AJ8476  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8476  Standards:
 AJ8476         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8476            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8476  -------------------------------------------------------------------
 AJ8476  NETWORK    0.19   0.38           0.06   0.09   0.19      0.33419700
 AJ8476  -------------------------------------------------------------------
 AJ8476
 AJ8476.The coordinates were established by GPS observations
 AJ8476.and adjusted by the National Geodetic Survey in April 2025.
 AJ8476
 AJ8476.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8476.been affixed to the stable North American Tectonic Plate. 
 AJ8476
 AJ8476.The coordinates are valid at the epoch date displayed above
 AJ8476.which is a decimal equivalence of Year/Month/Day.
 AJ8476
 AJ8476.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AJ8476.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AJ8476.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AJ8476.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AJ8476.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AJ8476.published epoch of 2010.00.
 AJ8476
 AJ8476.Additional information on MYCS is available at:
 AJ8476.https://geodesy.noaa.gov/CORS/index.shtml
 AJ8476
 AJ8476.The orthometric height was determined by GPS observations and a
 AJ8476.high-resolution geoid model using precise GPS observation and
 AJ8476.processing techniques.
 AJ8476
 AJ8476.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8476.GEOID18 height accuracy estimate available here.
 AJ8476
 AJ8476.The PID for the CORS L1 Phase Center is AJ8477.
 AJ8476
 AJ8476.Click photographs - Photos may exist for this station.
 AJ8476
 AJ8476.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ8476
 AJ8476.The ellipsoidal height was determined by GPS observations
 AJ8476.and is referenced to NAD 83.
 AJ8476
 AJ8476. The following values were computed from the NAD 83(2011) position.
 AJ8476
 AJ8476;                    North         East     Units Scale Factor Converg.
 AJ8476;SPC UT C     - 2,197,433.748   623,774.206   MT  0.99990970   +0 55 48.0
 AJ8476;SPC UT C     - 7,209,413.89  2,046,499.21   sFT  0.99990970   +0 55 48.0
 AJ8476;UTM  12      - 4,439,585.671   581,126.079   MT  0.99968102   +0 36 47.4
 AJ8476
 AJ8476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8476!SPC UT C     -   0.99974737  x   0.99990970  =   0.99965710
 AJ8476!UTM  12      -   0.99974737  x   0.99968102  =   0.99942847
 AJ8476
 AJ8476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK8112639585(NAD 83)
 AJ8476
 AJ8476                          SUPERSEDED SURVEY CONTROL
 AJ8476
 AJ8476  NAD 83(2011)-  40 06 09.57628(N)    110 02 53.44095(W) AD(2010.00) c
 AJ8476  ELLIP H (06/??/19) 1610.774  (m)                       GP(2010.00) c c
 AJ8476  NAD 83(2011)-  40 06 09.57616(N)    110 02 53.44095(W) AD(2010.00) c
 AJ8476  NAD 83(2011)-  40 06 09.57636(N)    110 02 53.44098(W) AD(2010.00) c
 AJ8476  ELLIP H (08/??/11) 1610.761  (m)                       GP(2010.00) c c
 AJ8476  NAD 83(CORS)-  40 06 09.57589(N)    110 02 53.44170(W) AD(2002.00) c
 AJ8476  ELLIP H (09/??/08) 1610.758  (m)                       GP(2002.00) c c
 AJ8476  NAD 83(2007)-  40 06 09.57574(N)    110 02 53.44153(W) AD(2002.00) c
 AJ8476  NAD 83(CORS)-  40 06 09.57574(N)    110 02 53.44153(W) AD(2002.00) c
 AJ8476  ELLIP H (03/??/02) 1610.787  (m)                       GP(2002.00) c c
 AJ8476  NAD 83(CORS)-  40 06 09.57574(N)    110 02 53.44152(W) AD(1997.00) c
 AJ8476  ELLIP H (03/??/02) 1610.787  (m)                       GP(1997.00) c c
 AJ8476
 AJ8476.Superseded values are not recommended for survey control.
 AJ8476
 AJ8476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8476.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8476
 AJ8476_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ8476
 AJ8476                          STATION DESCRIPTION
 AJ8476
 AJ8476'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AJ8476'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AJ8476'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AJ8476'AND LOG FILES ACCESSIBLE AT:
 AJ8476'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AJ8478 ***********************************************************************
 AJ8478  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ8478  DESIGNATION -  MYTON 2 CORS ARP
 AJ8478  CORS_ID     -  MYT2
 AJ8478  PID         -  AJ8478
 AJ8478  STATE/COUNTY-  UT/DUCHESNE
 AJ8478  COUNTRY     -  US
 AJ8478  USGS QUAD   -  MYTON SE (2017)
 AJ8478
 AJ8478                         *CURRENT SURVEY CONTROL
 AJ8478  ______________________________________________________________________
 AJ8478* NAD 83(2011) POSITION- 40 06 09.56845(N) 110 02 54.60215(W)   ADJUSTED
 AJ8478* NAD 83(2011) ELLIP HT-  1611.291 (meters)        (04/??/25)   ADJUSTED
 AJ8478* NAD 83(2011) EPOCH   -  2010.00
 AJ8478  ______________________________________________________________________
 AJ8478  GEOID HEIGHT    -        -17.910 (meters)                     GEOID18
 AJ8478  NAD 83(2011) X  - -1,675,203.877 (meters)                     COMP
 AJ8478  NAD 83(2011) Y  - -4,590,490.545 (meters)                     COMP
 AJ8478  NAD 83(2011) Z  -  4,087,748.830 (meters)                     COMP
 AJ8478
 AJ8478  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8478  Standards:
 AJ8478         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8478            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8478  -------------------------------------------------------------------
 AJ8478  NETWORK    0.18   0.24           0.05   0.09   0.12     -0.18251600
 AJ8478  -------------------------------------------------------------------
 AJ8478
 AJ8478.The coordinates were established by GPS observations
 AJ8478.and adjusted by the National Geodetic Survey in April 2025.
 AJ8478
 AJ8478.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8478.been affixed to the stable North American Tectonic Plate. 
 AJ8478
 AJ8478.The coordinates are valid at the epoch date displayed above
 AJ8478.which is a decimal equivalence of Year/Month/Day.
 AJ8478
 AJ8478.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AJ8478.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AJ8478.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AJ8478.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AJ8478.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AJ8478.published epoch of 2010.00.
 AJ8478
 AJ8478.Additional information on MYCS is available at:
 AJ8478.https://geodesy.noaa.gov/CORS/index.shtml
 AJ8478
 AJ8478.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8478.GEOID18 height accuracy estimate available here.
 AJ8478
 AJ8478.The PID for the CORS L1 Phase Center is DI1668.
 AJ8478
 AJ8478.Click photographs - Photos may exist for this station.
 AJ8478
 AJ8478.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ8478
 AJ8478.The ellipsoidal height was determined by GPS observations
 AJ8478.and is referenced to NAD 83.
 AJ8478
 AJ8478. The following values were computed from the NAD 83(2011) position.
 AJ8478
 AJ8478;                    North         East     Units Scale Factor Converg.
 AJ8478;SPC UT C     - 2,197,433.062   623,746.711   MT  0.99990970   +0 55 47.3
 AJ8478;SPC UT C     - 7,209,411.64  2,046,409.00   sFT  0.99990970   +0 55 47.3
 AJ8478;UTM  12      - 4,439,585.138   581,098.588   MT  0.99968096   +0 36 46.6
 AJ8478
 AJ8478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8478!SPC UT C     -   0.99974729  x   0.99990970  =   0.99965701
 AJ8478!UTM  12      -   0.99974729  x   0.99968096  =   0.99942833
 AJ8478
 AJ8478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK8109839585(NAD 83)
 AJ8478
 AJ8478                          SUPERSEDED SURVEY CONTROL
 AJ8478
 AJ8478  NAD 83(2011)-  40 06 09.56854(N)    110 02 54.60231(W) AD(2010.00) c
 AJ8478  ELLIP H (06/??/19) 1611.293  (m)                       GP(2010.00) c c
 AJ8478  NAD 83(2011)-  40 06 09.56863(N)    110 02 54.60225(W) AD(2010.00) c
 AJ8478  ELLIP H (08/??/11) 1611.294  (m)                       GP(2010.00) c c
 AJ8478  NAD 83(CORS)-  40 06 09.56832(N)    110 02 54.60306(W) AD(2002.00) c
 AJ8478  ELLIP H (09/??/08) 1611.289  (m)                       GP(2002.00) c c
 AJ8478  NAD 83(CORS)-  40 06 09.56826(N)    110 02 54.60286(W) AD(2002.00) c
 AJ8478  ELLIP H (10/??/04) 1611.292  (m)                       GP(2002.00) c c
 AJ8478  NAD 83(CORS)-  40 06 09.56810(N)    110 02 54.60299(W) AD(2002.00) c
 AJ8478  ELLIP H (03/??/02) 1611.182  (m)                       GP(2002.00) c c
 AJ8478  NAD 83(CORS)-  40 06 09.56810(N)    110 02 54.60298(W) AD(1997.00) c
 AJ8478  ELLIP H (03/??/02) 1611.182  (m)                       GP(1997.00) c c
 AJ8478
 AJ8478.Superseded values are not recommended for survey control.
 AJ8478
 AJ8478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8478.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8478
 AJ8478_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ8478
 AJ8478                          STATION DESCRIPTION
 AJ8478
 AJ8478'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AJ8478'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AJ8478'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AJ8478'AND LOG FILES ACCESSIBLE AT:
 AJ8478'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DK6552 ***********************************************************************
 DK6552  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK6552  DESIGNATION -  MYTON 5 CORS ARP
 DK6552  CORS_ID     -  MYT5
 DK6552  PID         -  DK6552
 DK6552  STATE/COUNTY-  UT/DUCHESNE
 DK6552  COUNTRY     -  US
 DK6552  USGS QUAD   -  MYTON SE (2017)
 DK6552
 DK6552                         *CURRENT SURVEY CONTROL
 DK6552  ______________________________________________________________________
 DK6552* NAD 83(2011) POSITION- 40 06 09.57607(N) 110 02 53.44071(W)   ADJUSTED
 DK6552* NAD 83(2011) ELLIP HT-  1610.843 (meters)        (04/??/25)   ADJUSTED
 DK6552* NAD 83(2011) EPOCH   -  2010.00
 DK6552  ______________________________________________________________________
 DK6552  GEOID HEIGHT    -        -17.910 (meters)                     GEOID18
 DK6552  NAD 83(2011) X  - -1,675,177.859 (meters)                     COMP
 DK6552  NAD 83(2011) Y  - -4,590,499.514 (meters)                     COMP
 DK6552  NAD 83(2011) Z  -  4,087,748.721 (meters)                     COMP
 DK6552
 DK6552  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK6552  Standards:
 DK6552         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK6552            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK6552  -------------------------------------------------------------------
 DK6552  NETWORK    0.06   0.11           0.02   0.02   0.05     -0.41178800
 DK6552  -------------------------------------------------------------------
 DK6552
 DK6552.The coordinates were established by GPS observations
 DK6552.and adjusted by the National Geodetic Survey in April 2025.
 DK6552
 DK6552.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK6552.been affixed to the stable North American Tectonic Plate. 
 DK6552
 DK6552.The coordinates are valid at the epoch date displayed above
 DK6552.which is a decimal equivalence of Year/Month/Day.
 DK6552
 DK6552.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DK6552.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DK6552.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DK6552.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DK6552.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DK6552.published epoch of 2010.00.
 DK6552
 DK6552.Additional information on MYCS is available at:
 DK6552.https://geodesy.noaa.gov/CORS/index.shtml
 DK6552
 DK6552.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6552.GEOID18 height accuracy estimate available here.
 DK6552
 DK6552.The PID for the CORS L1 Phase Center is DK6553.
 DK6552
 DK6552.Click photographs - Photos may exist for this station.
 DK6552
 DK6552.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK6552
 DK6552.The ellipsoidal height was determined by GPS observations
 DK6552.and is referenced to NAD 83.
 DK6552
 DK6552. The following values were computed from the NAD 83(2011) position.
 DK6552
 DK6552;                    North         East     Units Scale Factor Converg.
 DK6552;SPC UT C     - 2,197,433.744   623,774.210   MT  0.99990970   +0 55 48.0
 DK6552;SPC UT C     - 7,209,413.88  2,046,499.22   sFT  0.99990970   +0 55 48.0
 DK6552;UTM  12      - 4,439,585.667   581,126.083   MT  0.99968102   +0 36 47.4
 DK6552
 DK6552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6552!SPC UT C     -   0.99974736  x   0.99990970  =   0.99965708
 DK6552!UTM  12      -   0.99974736  x   0.99968102  =   0.99942846
 DK6552
 DK6552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK8112639585(NAD 83)
 DK6552
 DK6552                          SUPERSEDED SURVEY CONTROL
 DK6552
 DK6552  NAD 83(2011)-  40 06 09.57621(N)    110 02 53.44085(W) AD(2010.00) c
 DK6552  ELLIP H (06/??/19) 1610.849  (m)                       GP(2010.00) c c
 DK6552  NAD 83(2011)-  40 06 09.57626(N)    110 02 53.44078(W) AD(2010.00) c
 DK6552  ELLIP H (08/??/11) 1610.849  (m)                       GP(2010.00) c c
 DK6552  NAD 83(CORS)-  40 06 09.57588(N)    110 02 53.44192(W) AD(2002.00) c
 DK6552  ELLIP H (09/??/08) 1610.832  (m)                       GP(2002.00) c c
 DK6552
 DK6552.Superseded values are not recommended for survey control.
 DK6552
 DK6552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6552.See file dsdata.pdf to determine how the superseded data were derived.
 DK6552
 DK6552_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DK6552
 DK6552                          STATION DESCRIPTION
 DK6552
 DK6552'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DK6552'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DK6552'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DK6552'AND LOG FILES ACCESSIBLE AT:
 DK6552'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0643 ***********************************************************************
 MR0643  DESIGNATION -  N
 MR0643  PID         -  MR0643
 MR0643  STATE/COUNTY-  UT/SUMMIT
 MR0643  COUNTRY     -  US
 MR0643  USGS QUAD   -  WAHSATCH (2017)
 MR0643
 MR0643                         *CURRENT SURVEY CONTROL
 MR0643  ______________________________________________________________________
 MR0643* NAD 83(1986) POSITION- 41 11 53.     (N) 111 06 51.     (W)   SCALED
 MR0643* NAVD 88 ORTHO HEIGHT -  2078.923 (meters)     6820.60  (feet) ADJUSTED
 MR0643  ______________________________________________________________________
 MR0643  GEOID HEIGHT    -        -15.355 (meters)                     GEOID18
 MR0643  DYNAMIC HEIGHT  -       2076.998 (meters)     6814.28  (feet) COMP
 MR0643  MODELED GRAVITY -    979,623.8   (mgal)                       NAVD 88
 MR0643
 MR0643  VERT ORDER      -  FIRST     CLASS II
 MR0643
 MR0643.The horizontal coordinates were scaled from a map and have
 MR0643.an estimated accuracy of +/- 6 seconds.
 MR0643
 MR0643.The orthometric height was determined by differential leveling and
 MR0643.adjusted by the NATIONAL GEODETIC SURVEY
 MR0643.in June 1991.
 MR0643
 MR0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0643.GEOID18 height accuracy estimate available here.
 MR0643
 MR0643.Click photographs - Photos may exist for this station.
 MR0643
 MR0643.The dynamic height is computed by dividing the NAVD 88
 MR0643.geopotential number by the normal gravity value computed on the
 MR0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0643.degrees latitude (g = 980.6199 gals.).
 MR0643
 MR0643.The modeled gravity was interpolated from observed gravity values.
 MR0643
 MR0643;                    North         East    Units  Estimated Accuracy
 MR0643;SPC UT N     - 1,096,100.      532,360.      MT  (+/- 180 meters Scaled)
 MR0643
 MR0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL904607(NAD 83)
 MR0643
 MR0643                          SUPERSEDED SURVEY CONTROL
 MR0643
 MR0643.No superseded survey control is available for this station.
 MR0643
 MR0643_MARKER: Z = SEE DESCRIPTION
 MR0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0643
 MR0643  HISTORY     - Date     Condition        Report By
 MR0643  HISTORY     - 1903     MONUMENTED       CGS
 MR0643  HISTORY     - 19030623 GOOD             CGS
 MR0643
 MR0643                          STATION DESCRIPTION
 MR0643
 MR0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (RLL)
 MR0643'THE STATION IS LOCATED ABOUT 17.4 MI (27.9 KM) NORTH-NORTHEAST OF
 MR0643'UPTON, 7.5 MI (12.1 KM) NORTHEAST OF CASTLE ROCK AND IN THE TOWN OF
 MR0643'WAHSATCH, UT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0528 ***********************************************************************
 LO0528  DESIGNATION -  N 1
 LO0528  PID         -  LO0528
 LO0528  STATE/COUNTY-  UT/DAVIS
 LO0528  COUNTRY     -  US
 LO0528  USGS QUAD   -  FARMINGTON (2017)
 LO0528
 LO0528                         *CURRENT SURVEY CONTROL
 LO0528  ______________________________________________________________________
 LO0528* NAD 83(1986) POSITION- 40 57 07.     (N) 111 53 33.     (W)   SCALED
 LO0528* NAVD 88 ORTHO HEIGHT -  1287.818 (meters)     4225.12  (feet) ADJUSTED
 LO0528  ______________________________________________________________________
 LO0528  GEOID HEIGHT    -        -16.606 (meters)                     GEOID18
 LO0528  DYNAMIC HEIGHT  -       1286.828 (meters)     4221.87  (feet) COMP
 LO0528  MODELED GRAVITY -    979,811.5   (mgal)                       NAVD 88
 LO0528
 LO0528  VERT ORDER      -  FIRST     CLASS I
 LO0528
 LO0528.The horizontal coordinates were scaled from a map and have
 LO0528.an estimated accuracy of +/- 6 seconds.
 LO0528
 LO0528.The orthometric height was determined by differential leveling and
 LO0528.adjusted by the NATIONAL GEODETIC SURVEY
 LO0528.in June 1991.
 LO0528
 LO0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0528.GEOID18 height accuracy estimate available here.
 LO0528
 LO0528.Click photographs - Photos may exist for this station.
 LO0528
 LO0528.The dynamic height is computed by dividing the NAVD 88
 LO0528.geopotential number by the normal gravity value computed on the
 LO0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0528.degrees latitude (g = 980.6199 gals.).
 LO0528
 LO0528.The modeled gravity was interpolated from observed gravity values.
 LO0528
 LO0528;                    North         East    Units  Estimated Accuracy
 LO0528;SPC UT N     - 1,068,770.      466,950.      MT  (+/- 180 meters Scaled)
 LO0528
 LO0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL248338(NAD 83)
 LO0528
 LO0528                          SUPERSEDED SURVEY CONTROL
 LO0528
 LO0528  NGVD 29 (??/??/92) 1286.867  (m)         4222.00   (f) ADJ UNCH    1 1
 LO0528
 LO0528.Superseded values are not recommended for survey control.
 LO0528
 LO0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0528.See file dsdata.pdf to determine how the superseded data were derived.
 LO0528
 LO0528_MARKER: P = PIPE CAP
 LO0528_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0528_STAMPING: 4222
 LO0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0528
 LO0528  HISTORY     - Date     Condition        Report By
 LO0528  HISTORY     - 1906     MONUMENTED       CGS
 LO0528  HISTORY     - 1967     GOOD             CGS
 LO0528
 LO0528                          STATION DESCRIPTION
 LO0528
 LO0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0528'4.8 MI N FROM WOODS CROSS.
 LO0528'4.8 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LO0528'WOODS CROSS, AT THE CROSSING OF A PRIVATE ROAD, 48.9 FEET WEST OF THE
 LO0528'WEST RAIL OF THE WEST TRACK, 31 1/2 FEET SOUTH OF THE CENTER LINE OF
 LO0528'THE ROAD AND THE EXTENDED CENTER LINE OF LUND LANE, 76.6 FEET
 LO0528'SOUTHWEST OF THE WEST END OF CULVERT 23.31, 21 FEET SOUTH OF THE SOUTH
 LO0528'END OF A GATE, 2.0 FEET WEST OF A FENCE, 1.0 FOOT SOUTH OF A WITNESS
 LO0528'POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND SCREWED ON THE TOP OF
 LO0528'A 3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND. NOTE--
 LO0528'THE CAP IS BADLY MUTILATED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0283 ***********************************************************************
 MS0283  DESIGNATION -  N 10
 MS0283  PID         -  MS0283
 MS0283  STATE/COUNTY-  UT/BOX ELDER
 MS0283  COUNTRY     -  US
 MS0283  USGS QUAD   -  PEPLIN FLATS (2017)
 MS0283
 MS0283                         *CURRENT SURVEY CONTROL
 MS0283  ______________________________________________________________________
 MS0283* NAD 83(1986) POSITION- 41 38 13.     (N) 113 13 16.     (W)   SCALED
 MS0283* NAVD 88 ORTHO HEIGHT -  1437.689 (meters)     4716.82  (feet) ADJUSTED
 MS0283  ______________________________________________________________________
 MS0283  GEOID HEIGHT    -        -15.837 (meters)                     GEOID18
 MS0283  DYNAMIC HEIGHT  -       1436.698 (meters)     4713.57  (feet) COMP
 MS0283  MODELED GRAVITY -    979,883.1   (mgal)                       NAVD 88
 MS0283
 MS0283  VERT ORDER      -  FIRST     CLASS II
 MS0283
 MS0283.The horizontal coordinates were scaled from a map and have
 MS0283.an estimated accuracy of +/- 6 seconds.
 MS0283
 MS0283.The orthometric height was determined by differential leveling and
 MS0283.adjusted by the NATIONAL GEODETIC SURVEY
 MS0283.in June 1991.
 MS0283
 MS0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0283.GEOID18 height accuracy estimate available here.
 MS0283
 MS0283.Click photographs - Photos may exist for this station.
 MS0283
 MS0283.The dynamic height is computed by dividing the NAVD 88
 MS0283.geopotential number by the normal gravity value computed on the
 MS0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0283.degrees latitude (g = 980.6199 gals.).
 MS0283
 MS0283.The modeled gravity was interpolated from observed gravity values.
 MS0283
 MS0283;                    North         East    Units  Estimated Accuracy
 MS0283;SPC UT N     - 1,146,190.      356,610.      MT  (+/- 180 meters Scaled)
 MS0283
 MS0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM150118(NAD 83)
 MS0283
 MS0283                          SUPERSEDED SURVEY CONTROL
 MS0283
 MS0283  NGVD 29 (??/??/92) 1436.643  (m)         4713.39   (f) ADJ UNCH    1 2
 MS0283
 MS0283.Superseded values are not recommended for survey control.
 MS0283
 MS0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0283.See file dsdata.pdf to determine how the superseded data were derived.
 MS0283
 MS0283_MARKER: P = PIPE CAP
 MS0283_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MS0283_STAMPING: ELEV. 4713.386 FT. N 10 1911
 MS0283_MARK LOGO: CGS
 MS0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0283
 MS0283  HISTORY     - Date     Condition        Report By
 MS0283  HISTORY     - 1911     MONUMENTED       CGS
 MS0283  HISTORY     - 1953     GOOD             CGS
 MS0283
 MS0283                          STATION DESCRIPTION
 MS0283
 MS0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0283'11.3 MI SW FROM KELTON.
 MS0283'11.3 MILES SOUTHWEST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0283'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0283'KELTON, 14-1/4 POLES (0.35 MILE) NORTH OF MILEPOLE 722, AT AN
 MS0283'ABANDONED SIDING, 69 FEET NORTH OF THE SOUTH END OF A LONG GRAVEL CUT,
 MS0283'52 FEET WEST OF THE FOOT OF THE EAST CUT BANK, 47 1/2 FEET EAST OF THE
 MS0283'CENTER LINE OF THE ROAD, 1.3 FEET WEST OF A WITNESS POST, ABOUT LEVEL
 MS0283'WITH THE ROAD, AND SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 MS0283'1.3 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0125 ***********************************************************************
 LO0125  DESIGNATION -  N 100
 LO0125  PID         -  LO0125
 LO0125  STATE/COUNTY-  UT/DUCHESNE
 LO0125  COUNTRY     -  US
 LO0125  USGS QUAD   -  HANNA (2017)
 LO0125
 LO0125                         *CURRENT SURVEY CONTROL
 LO0125  ______________________________________________________________________
 LO0125* NAD 83(1986) POSITION- 40 26 06.     (N) 110 48 29.     (W)   SCALED
 LO0125* NAVD 88 ORTHO HEIGHT -  2105.006 (meters)     6906.17  (feet) ADJUSTED
 LO0125  ______________________________________________________________________
 LO0125  GEOID HEIGHT    -        -14.605 (meters)                     GEOID18
 LO0125  DYNAMIC HEIGHT  -       2102.905 (meters)     6899.28  (feet) COMP
 LO0125  MODELED GRAVITY -    979,551.9   (mgal)                       NAVD 88
 LO0125
 LO0125  VERT ORDER      -  SECOND    CLASS 0
 LO0125
 LO0125.The horizontal coordinates were scaled from a map and have
 LO0125.an estimated accuracy of +/- 6 seconds.
 LO0125
 LO0125.The orthometric height was determined by differential leveling and
 LO0125.adjusted by the NATIONAL GEODETIC SURVEY
 LO0125.in June 1991.
 LO0125
 LO0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0125.GEOID18 height accuracy estimate available here.
 LO0125
 LO0125.Click photographs - Photos may exist for this station.
 LO0125
 LO0125.The dynamic height is computed by dividing the NAVD 88
 LO0125.geopotential number by the normal gravity value computed on the
 LO0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0125.degrees latitude (g = 980.6199 gals.).
 LO0125
 LO0125.The modeled gravity was interpolated from observed gravity values.
 LO0125
 LO0125;                    North         East    Units  Estimated Accuracy
 LO0125;SPC UT C     - 2,233,560.      558,710.      MT  (+/- 180 meters Scaled)
 LO0125
 LO0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK162760(NAD 83)
 LO0125
 LO0125                          SUPERSEDED SURVEY CONTROL
 LO0125
 LO0125  NGVD 29 (??/??/92) 2103.644  (m)         6901.71   (f) ADJ UNCH    2 0
 LO0125
 LO0125.Superseded values are not recommended for survey control.
 LO0125
 LO0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0125.See file dsdata.pdf to determine how the superseded data were derived.
 LO0125
 LO0125_MARKER: DB = BENCH MARK DISK
 LO0125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0125_SP_SET: FOUNDATION
 LO0125_STAMPING: N 100 1962
 LO0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0125
 LO0125  HISTORY     - Date     Condition        Report By
 LO0125  HISTORY     - 1962     MONUMENTED       CGS
 LO0125
 LO0125                          STATION DESCRIPTION
 LO0125
 LO0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0125'8.7 MI NW FROM TABIONA.
 LO0125'8.7 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0125'TABIONA, SET VERTICALLY 0.5 FOOT EAST OF THE SOUTHWEST CORNER OF THE
 LO0125'SOUTH CONCRETE FOUNDATION OF A CHURCH, 162 FEET NORTHEAST OF THE
 LO0125'CENTER LINE OF THE HIGHWAY, 58 FEET NORTHWEST OF POWER POLE 7-36 WITH
 LO0125'A TRANSFORMER, ABOUT LEVEL WITH THE HIGHWAY, AND 0.5 FOOT ABOVE THE
 LO0125'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0108 ***********************************************************************
 LO0108  DESIGNATION -  N 101
 LO0108  PID         -  LO0108
 LO0108  STATE/COUNTY-  UT/DUCHESNE
 LO0108  COUNTRY     -  US
 LO0108  USGS QUAD   -  TABIONA (2017)
 LO0108
 LO0108                         *CURRENT SURVEY CONTROL
 LO0108  ______________________________________________________________________
 LO0108* NAD 83(1986) POSITION- 40 19 06.     (N) 110 39 14.     (W)   SCALED
 LO0108* NAVD 88 ORTHO HEIGHT -  1943.059 (meters)     6374.85  (feet) ADJUSTED
 LO0108  ______________________________________________________________________
 LO0108  GEOID HEIGHT    -        -15.874 (meters)                     GEOID18
 LO0108  DYNAMIC HEIGHT  -       1941.107 (meters)     6368.45  (feet) COMP
 LO0108  MODELED GRAVITY -    979,552.1   (mgal)                       NAVD 88
 LO0108
 LO0108  VERT ORDER      -  SECOND    CLASS 0
 LO0108
 LO0108.The horizontal coordinates were scaled from a map and have
 LO0108.an estimated accuracy of +/- 6 seconds.
 LO0108
 LO0108.The orthometric height was determined by differential leveling and
 LO0108.adjusted by the NATIONAL GEODETIC SURVEY
 LO0108.in June 1991.
 LO0108
 LO0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0108.GEOID18 height accuracy estimate available here.
 LO0108
 LO0108.Click photographs - Photos may exist for this station.
 LO0108
 LO0108.The dynamic height is computed by dividing the NAVD 88
 LO0108.geopotential number by the normal gravity value computed on the
 LO0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0108.degrees latitude (g = 980.6199 gals.).
 LO0108
 LO0108.The modeled gravity was interpolated from observed gravity values.
 LO0108
 LO0108;                    North         East    Units  Estimated Accuracy
 LO0108;SPC UT C     - 2,220,720.      571,910.      MT  (+/- 180 meters Scaled)
 LO0108
 LO0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK294631(NAD 83)
 LO0108
 LO0108                          SUPERSEDED SURVEY CONTROL
 LO0108
 LO0108  NGVD 29 (??/??/92) 1941.697  (m)         6370.38   (f) ADJ UNCH    2 0
 LO0108
 LO0108.Superseded values are not recommended for survey control.
 LO0108
 LO0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0108.See file dsdata.pdf to determine how the superseded data were derived.
 LO0108
 LO0108_MARKER: DB = BENCH MARK DISK
 LO0108_SETTING: 80 = SET IN A BOULDER
 LO0108_STAMPING: N 101 1962
 LO0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0108+STABILITY: SURFACE MOTION
 LO0108
 LO0108  HISTORY     - Date     Condition        Report By
 LO0108  HISTORY     - 1962     MONUMENTED       CGS
 LO0108
 LO0108                          STATION DESCRIPTION
 LO0108
 LO0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0108'4.25 MI SE FROM TABIONA.
 LO0108'4.25 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0108'TABIONA, 0.1 MILE EAST OF THE JUNCTION OF A PRIVATE ROAD TO A HOUSE,
 LO0108'SET VERTICALLY IN THE SOUTH FACE OF A LARGE SANDSTONE BOULDER, 23 FEET
 LO0108'NORTH OF THE CENTER LINE OF THE HIGHWAY, 31 FEET SOUTH OF A TELEPHONE
 LO0108'POLE, 23 FEET EAST OF A LARGE COTTONWOOD TREE, 118 FEET NORTHWEST OF
 LO0108'AND ACROSS THE HIGHWAY FROM POWER POLE 6-175, ABOUT 3 1/2 FEET HIGHER
 LO0108'THAN THE HIGHWAY, AND 0.7 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0252 ***********************************************************************
 LN0252  DESIGNATION -  N 102
 LN0252  PID         -  LN0252
 LN0252  STATE/COUNTY-  UT/DAGGETT
 LN0252  COUNTRY     -  US
 LN0252  USGS QUAD   -  DUTCH JOHN (2017)
 LN0252
 LN0252                         *CURRENT SURVEY CONTROL
 LN0252  ______________________________________________________________________
 LN0252* NAD 83(1986) POSITION- 40 59 57.     (N) 109 25 56.     (W)   SCALED
 LN0252* NAVD 88 ORTHO HEIGHT -  1914.888 (meters)     6282.43  (feet) ADJUSTED
 LN0252  ______________________________________________________________________
 LN0252  GEOID HEIGHT    -        -14.249 (meters)                     GEOID18
 LN0252  DYNAMIC HEIGHT  -       1913.178 (meters)     6276.82  (feet) COMP
 LN0252  MODELED GRAVITY -    979,662.9   (mgal)                       NAVD 88
 LN0252
 LN0252  VERT ORDER      -  SECOND    CLASS 0
 LN0252
 LN0252.The horizontal coordinates were scaled from a map and have
 LN0252.an estimated accuracy of +/- 6 seconds.
 LN0252
 LN0252.The orthometric height was determined by differential leveling and
 LN0252.adjusted by the NATIONAL GEODETIC SURVEY
 LN0252.in June 1991.
 LN0252
 LN0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0252.GEOID18 height accuracy estimate available here.
 LN0252
 LN0252.Click photographs - Photos may exist for this station.
 LN0252
 LN0252.The dynamic height is computed by dividing the NAVD 88
 LN0252.geopotential number by the normal gravity value computed on the
 LN0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0252.degrees latitude (g = 980.6199 gals.).
 LN0252
 LN0252.The modeled gravity was interpolated from observed gravity values.
 LN0252
 LN0252;                    North         East    Units  Estimated Accuracy
 LN0252;SPC UT N     - 1,076,010.      673,950.      MT  (+/- 180 meters Scaled)
 LN0252
 LN0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL318398(NAD 83)
 LN0252
 LN0252                          SUPERSEDED SURVEY CONTROL
 LN0252
 LN0252  NGVD 29 (??/??/92) 1913.619  (m)         6278.27   (f) ADJ UNCH    2 0
 LN0252
 LN0252.Superseded values are not recommended for survey control.
 LN0252
 LN0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0252.See file dsdata.pdf to determine how the superseded data were derived.
 LN0252
 LN0252_MARKER: DB = BENCH MARK DISK
 LN0252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LN0252_SP_SET: FOUNDATION
 LN0252_STAMPING: N 102 1962
 LN0252_MARK LOGO: CGS
 LN0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0252+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2021
 LN0252
 LN0252  HISTORY     - Date     Condition        Report By
 LN0252  HISTORY     - 1962     MONUMENTED       CGS
 LN0252  HISTORY     - 1966     GOOD             USGS
 LN0252  HISTORY     - 20210612 GOOD             IGA
 LN0252
 LN0252                          STATION DESCRIPTION
 LN0252
 LN0252'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LN0252'5.55 MI SE FROM LINWOOD.
 LN0252'DUTCH JOHN, BUREAU OF RECLAMATION FIRE STATION.  THENCE 0.55 MILES
 LN0252'WEST TO UTAH STATE HIGHWAY 260.  THENCE RIGHT ALONG HIGHWAY 260
 LN0252'NORTHWARD FOR 4.45 MILES TO DUTCH JOHN CAP.  CONTINUE FOR ANOTHER 0.55
 LN0252'MILES TO A DIRT ROAD RIGHT AND SIGN ROCK SPRINGS 66 MI.  TURN RIGHT
 LN0252'FOR 3.25 MILES TO ROAD FORK.  TURN RIGHT FOR 2.55 MILES TO ROAD FORK.
 LN0252'TURN LEFT FOR 0.60 MILES.  IN THE TOP OF THE CENTER OF THE SOUTHWEST
 LN0252'CONCRETE FOUNDATION OF A STEEL CATTLE GUARD.  7 FEET SOUTHWEST OF THE
 LN0252'CENTER LINE OF THE ROAD.  11.7 FEET NORTHEAST OF A FENCE CORNER. 3
 LN0252'FEET NORTHWEST OF THE SOUTH CORNER OF THE CATTLE GUARD, AND ABOUT
 LN0252'LEVEL WITH ROAD.
 LN0252
 LN0252                          STATION RECOVERY (2021)
 LN0252
 LN0252'RECOVERY NOTE BY IGAGE 2021 (MS)
 LN0252'ROAD AND CATTLE GUARD ABANDONED AFTER HIGHWAY 191 CONSTRUCTION.  FROM
 LN0252'HIGHWAY 191 AT UTAH WYOMING BORDER.  340 FT (103.6 M) SOUTHWEST ALONG
 LN0252'HIGHWAY 191.  THEN 192 FT (58.5 M) NORTHWEST FROM CENTERLINE OF
 LN0252'HIGHWAY 191.  DISK SET IN THE TOP CENTER OF THE SOUTHWEST FOUNDATION
 LN0252'OF STEEL RAIL CATTLE GUARD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0347 ***********************************************************************
 LN0347  DESIGNATION -  N 103
 LN0347  PID         -  LN0347
 LN0347  STATE/COUNTY-  UT/DAGGETT
 LN0347  COUNTRY     -  US
 LN0347  USGS QUAD   -  MANILA (2017)
 LN0347
 LN0347                         *CURRENT SURVEY CONTROL
 LN0347  ______________________________________________________________________
 LN0347* NAD 83(1986) POSITION- 40 59 18.     (N) 109 40 02.     (W)   SCALED
 LN0347* NAVD 88 ORTHO HEIGHT -  1867.297 (meters)     6126.29  (feet) ADJUSTED
 LN0347  ______________________________________________________________________
 LN0347  GEOID HEIGHT    -        -14.201 (meters)                     GEOID18
 LN0347  DYNAMIC HEIGHT  -       1865.633 (meters)     6120.83  (feet) COMP
 LN0347  MODELED GRAVITY -    979,667.1   (mgal)                       NAVD 88
 LN0347
 LN0347  VERT ORDER      -  SECOND    CLASS 0
 LN0347
 LN0347.The horizontal coordinates were scaled from a map and have
 LN0347.an estimated accuracy of +/- 6 seconds.
 LN0347
 LN0347.The orthometric height was determined by differential leveling and
 LN0347.adjusted by the NATIONAL GEODETIC SURVEY
 LN0347.in June 1991.
 LN0347
 LN0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0347.GEOID18 height accuracy estimate available here.
 LN0347
 LN0347.Click photographs - Photos may exist for this station.
 LN0347
 LN0347.The dynamic height is computed by dividing the NAVD 88
 LN0347.geopotential number by the normal gravity value computed on the
 LN0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0347.degrees latitude (g = 980.6199 gals.).
 LN0347
 LN0347.The modeled gravity was interpolated from observed gravity values.
 LN0347
 LN0347;                    North         East    Units  Estimated Accuracy
 LN0347;SPC UT N     - 1,074,360.      654,210.      MT  (+/- 180 meters Scaled)
 LN0347
 LN0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL121383(NAD 83)
 LN0347
 LN0347                          SUPERSEDED SURVEY CONTROL
 LN0347
 LN0347  NGVD 29 (??/??/92) 1866.046  (m)         6122.19   (f) ADJ UNCH    2 0
 LN0347
 LN0347.Superseded values are not recommended for survey control.
 LN0347
 LN0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0347.See file dsdata.pdf to determine how the superseded data were derived.
 LN0347
 LN0347_MARKER: DB = BENCH MARK DISK
 LN0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0347_STAMPING: N 103 1962
 LN0347_MARK LOGO: CGS
 LN0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0347+STABILITY: SURFACE MOTION
 LN0347
 LN0347  HISTORY     - Date     Condition        Report By
 LN0347  HISTORY     - 1962     MONUMENTED       CGS
 LN0347  HISTORY     - 1984     GOOD             NGS
 LN0347
 LN0347                          STATION DESCRIPTION
 LN0347
 LN0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0347'1.25 MI W FROM LINWOOD.
 LN0347'1.25 MILES WEST ALONG STATE HIGHWAY 43 FROM THE POST OFFICE AT
 LN0347'LINWOOD, AT THE JUNCTION OF A COUNTY ROAD SOUTH, AT THE CROSSING OF A
 LN0347'POWER LINE, 43 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 39 FEET
 LN0347'WEST OF THE CENTER LINE OF THE ROAD, 5 1/2 FEET SOUTH OF A FENCE
 LN0347'CORNER, 3.7 FEET NORTH OF A TELEPHONE POLE SUPPORTING TWO SMALL METAL
 LN0347'BOXES, 2.7 FEET WEST OF A FENCE, 2.0 FEET SOUTH OF A WITNESS POST,
 LN0347'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 LN0347'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LN0347
 LN0347                          STATION RECOVERY (1984)
 LN0347
 LN0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0347'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.5 KM
 LN0347'(1.55 MI) NORTHEASTERLY ALONG STATE HIGHWAY 43 FROM ITS JUNCTION WITH
 LN0347'STATE HIGHWAY 44 IN MANILA, THENCE 2.2 KM (1.35 MI) EAST ALONG A PAVED
 LN0347'ROAD.  DELETE=2.7 FEET WEST OF A FENCE.  ADD=0.9 M (3.0 FT) EAST OF A
 LN0347'FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0450 ***********************************************************************
 LO0450  DESIGNATION -  N 104
 LO0450  PID         -  LO0450
 LO0450  STATE/COUNTY-  UT/WASATCH
 LO0450  COUNTRY     -  US
 LO0450  USGS QUAD   -  WOLF CREEK SUMMIT (2017)
 LO0450
 LO0450                         *CURRENT SURVEY CONTROL
 LO0450  ______________________________________________________________________
 LO0450* NAD 83(1986) POSITION- 40 29 12.     (N) 111 00 20.     (W)   SCALED
 LO0450* NAVD 88 ORTHO HEIGHT -  2803.292 (meters)     9197.13  (feet) ADJUSTED
 LO0450  ______________________________________________________________________
 LO0450  GEOID HEIGHT    -        -14.165 (meters)                     GEOID18
 LO0450  DYNAMIC HEIGHT  -       2800.269 (meters)     9187.22  (feet) COMP
 LO0450  MODELED GRAVITY -    979,443.6   (mgal)                       NAVD 88
 LO0450
 LO0450  VERT ORDER      -  SECOND    CLASS 0
 LO0450
 LO0450.The horizontal coordinates were scaled from a map and have
 LO0450.an estimated accuracy of +/- 6 seconds.
 LO0450
 LO0450.The orthometric height was determined by differential leveling and
 LO0450.adjusted by the NATIONAL GEODETIC SURVEY
 LO0450.in June 1991.
 LO0450
 LO0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0450.GEOID18 height accuracy estimate available here.
 LO0450
 LO0450.Click photographs - Photos may exist for this station.
 LO0450
 LO0450.The dynamic height is computed by dividing the NAVD 88
 LO0450.geopotential number by the normal gravity value computed on the
 LO0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0450.degrees latitude (g = 980.6199 gals.).
 LO0450
 LO0450.The modeled gravity was interpolated from observed gravity values.
 LO0450
 LO0450;                    North         East    Units  Estimated Accuracy
 LO0450;SPC UT C     - 2,239,180.      541,920.      MT  (+/- 180 meters Scaled)
 LO0450
 LO0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK995817(NAD 83)
 LO0450
 LO0450                          SUPERSEDED SURVEY CONTROL
 LO0450
 LO0450  NGVD 29 (??/??/92) 2801.803  (m)         9192.25   (f) ADJ UNCH    2 0
 LO0450
 LO0450.Superseded values are not recommended for survey control.
 LO0450
 LO0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0450.See file dsdata.pdf to determine how the superseded data were derived.
 LO0450
 LO0450_MARKER: DB = BENCH MARK DISK
 LO0450_SETTING: 66 = SET IN ROCK OUTCROP
 LO0450_STAMPING: N 104 1962
 LO0450_MARK LOGO: CGS
 LO0450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0450+STABILITY: POSITION/ELEVATION WELL
 LO0450
 LO0450  HISTORY     - Date     Condition        Report By
 LO0450  HISTORY     - 1962     MONUMENTED       CGS
 LO0450
 LO0450                          STATION DESCRIPTION
 LO0450
 LO0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0450'22.7 MI NW FROM TABIONA.
 LO0450'22.7 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0450'TABIONA, IN THE TOP OF A 4- BY 5-FOOT OUTCROP ABOUT FLUSH WITH THE
 LO0450'GROUND, 25 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 3.4 FEET
 LO0450'NORTHEAST OF A WITNESS POST, AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0299 ***********************************************************************
 LO0299  DESIGNATION -  N 106
 LO0299  PID         -  LO0299
 LO0299  STATE/COUNTY-  UT/SUMMIT
 LO0299  COUNTRY     -  US
 LO0299  USGS QUAD   -  KAMAS (2017)
 LO0299
 LO0299                         *CURRENT SURVEY CONTROL
 LO0299  ______________________________________________________________________
 LO0299* NAD 83(1986) POSITION- 40 43 26.     (N) 111 18 49.     (W)   SCALED
 LO0299* NAVD 88 ORTHO HEIGHT -  1971.632 (meters)     6468.60  (feet) ADJUSTED
 LO0299  ______________________________________________________________________
 LO0299  GEOID HEIGHT    -        -15.262 (meters)                     GEOID18
 LO0299  DYNAMIC HEIGHT  -       1969.791 (meters)     6462.56  (feet) COMP
 LO0299  MODELED GRAVITY -    979,620.7   (mgal)                       NAVD 88
 LO0299
 LO0299  VERT ORDER      -  SECOND    CLASS 0
 LO0299
 LO0299.The horizontal coordinates were scaled from a map and have
 LO0299.an estimated accuracy of +/- 6 seconds.
 LO0299
 LO0299.The orthometric height was determined by differential leveling and
 LO0299.adjusted by the NATIONAL GEODETIC SURVEY
 LO0299.in June 1991.
 LO0299
 LO0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0299.GEOID18 height accuracy estimate available here.
 LO0299
 LO0299.Click photographs - Photos may exist for this station.
 LO0299
 LO0299.The dynamic height is computed by dividing the NAVD 88
 LO0299.geopotential number by the normal gravity value computed on the
 LO0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0299.degrees latitude (g = 980.6199 gals.).
 LO0299
 LO0299.The modeled gravity was interpolated from observed gravity values.
 LO0299
 LO0299;                    North         East    Units  Estimated Accuracy
 LO0299;SPC UT N     - 1,043,390.      515,750.      MT  (+/- 180 meters Scaled)
 LO0299
 LO0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL735081(NAD 83)
 LO0299
 LO0299                          SUPERSEDED SURVEY CONTROL
 LO0299
 LO0299  NGVD 29 (??/??/92) 1970.352  (m)         6464.40   (f) ADJ UNCH    2 0
 LO0299
 LO0299.Superseded values are not recommended for survey control.
 LO0299
 LO0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0299.See file dsdata.pdf to determine how the superseded data were derived.
 LO0299
 LO0299_MARKER: DB = BENCH MARK DISK
 LO0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0299_STAMPING: N 106 1962
 LO0299_MARK LOGO: CGS
 LO0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0299+STABILITY: SURFACE MOTION
 LO0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LO0299+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2005
 LO0299
 LO0299  HISTORY     - Date     Condition        Report By
 LO0299  HISTORY     - 1962     MONUMENTED       CGS
 LO0299  HISTORY     - 20050908 GOOD             INDIV
 LO0299
 LO0299                          STATION DESCRIPTION
 LO0299
 LO0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0299'6.8 MI N FROM KAMAS.
 LO0299'6.8 MILES NORTH ALONG U.S. HIGHWAY 189 FROM THE POST OFFICE AT KAMAS,
 LO0299'32 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 4 FEET NORTHEAST OF A
 LO0299'POWER POLE, 2.0 FEET SOUTH OF A FENCE, 1.3 FEET WEST OF A WITNESS
 LO0299'POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 LO0299'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LO0299
 LO0299                          STATION RECOVERY (2005)
 LO0299
 LO0299'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RW)
 LO0299'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0353 ***********************************************************************
 LO0353  DESIGNATION -  N 107
 LO0353  PID         -  LO0353
 LO0353  STATE/COUNTY-  UT/WASATCH
 LO0353  COUNTRY     -  US
 LO0353  USGS QUAD   -  HEBER CITY (2017)
 LO0353
 LO0353                         *CURRENT SURVEY CONTROL
 LO0353  ______________________________________________________________________
 LO0353* NAD 83(1986) POSITION- 40 36 19.     (N) 111 24 15.     (W)   SCALED
 LO0353* NAVD 88 ORTHO HEIGHT -  1818.283 (meters)     5965.48  (feet) ADJUSTED
 LO0353  ______________________________________________________________________
 LO0353  GEOID HEIGHT    -        -15.522 (meters)                     GEOID18
 LO0353  DYNAMIC HEIGHT  -       1816.612 (meters)     5960.00  (feet) COMP
 LO0353  MODELED GRAVITY -    979,641.9   (mgal)                       NAVD 88
 LO0353
 LO0353  VERT ORDER      -  SECOND    CLASS 0
 LO0353
 LO0353.The horizontal coordinates were scaled from a map and have
 LO0353.an estimated accuracy of +/- 6 seconds.
 LO0353
 LO0353.The orthometric height was determined by differential leveling and
 LO0353.adjusted by the NATIONAL GEODETIC SURVEY
 LO0353.in June 1991.
 LO0353
 LO0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0353.GEOID18 height accuracy estimate available here.
 LO0353
 LO0353.Click photographs - Photos may exist for this station.
 LO0353
 LO0353.The dynamic height is computed by dividing the NAVD 88
 LO0353.geopotential number by the normal gravity value computed on the
 LO0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0353.degrees latitude (g = 980.6199 gals.).
 LO0353
 LO0353.The modeled gravity was interpolated from observed gravity values.
 LO0353
 LO0353;                    North         East    Units  Estimated Accuracy
 LO0353;SPC UT C     - 2,252,240.      508,110.      MT  (+/- 180 meters Scaled)
 LO0353
 LO0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK658950(NAD 83)
 LO0353
 LO0353                          SUPERSEDED SURVEY CONTROL
 LO0353
 LO0353  NGVD 29 (??/??/92) 1817.057  (m)         5961.46   (f) ADJ UNCH    2 0
 LO0353
 LO0353.Superseded values are not recommended for survey control.
 LO0353
 LO0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0353.See file dsdata.pdf to determine how the superseded data were derived.
 LO0353
 LO0353_MARKER: DB = BENCH MARK DISK
 LO0353_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0353_SP_SET: GATE VALVE
 LO0353_STAMPING: N 107 1962
 LO0353_MARK LOGO: CGS
 LO0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0353+STABILITY: SURFACE MOTION
 LO0353
 LO0353  HISTORY     - Date     Condition        Report By
 LO0353  HISTORY     - 1962     MONUMENTED       CGS
 LO0353  HISTORY     - 20141026 MARK NOT FOUND   GEOCAC
 LO0353
 LO0353                          STATION DESCRIPTION
 LO0353
 LO0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0353'7.05 MI W FROM FRANCIS.
 LO0353'7.05 MILES WEST ALONG U.S. HIGHWAY 189 ALTERNATE FROM THE JUNCTION OF
 LO0353'STATE HIGHWAY 35 AT FRANCIS, 0.4 MILE EAST OF THE JUNCTION OF U.S.
 LO0353'HIGHWAY 189, HAILSTONE JUNCTION AND BENCH MARK P 107, IN THE TOP OF
 LO0353'THE SOUTHEAST END OF THE NORTHWEST CONCRETE WING WALL OF AN IRRIGATION
 LO0353'GATE VALVE, 58 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 32 FEET
 LO0353'SOUTHEAST OF THE CENTER OF THE SOUTH END OF A 24-INCH PIPE CULVERT, 42
 LO0353'FEET EAST OF THE CENTER LINE OF A GATE, 8.6 FEET SOUTH OF A FENCE,
 LO0353'ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND 0.6 FOOT ABOVE THE GROUND.
 LO0353
 LO0353                          STATION RECOVERY (2014)
 LO0353
 LO0353'RECOVERY NOTE BY GEOCACHING 2014 (BRB)
 LO0353'MARK NOT FOUND.
 LO0353'THE MARK IS NOW SUBMERGED BENEATH THE WATERS OF JORDANELLE RESERVOIR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0007 ***********************************************************************
 JN0007  DESIGNATION -  N 11
 JN0007  PID         -  JN0007
 JN0007  STATE/COUNTY-  UT/EMERY
 JN0007  COUNTRY     -  US
 JN0007  USGS QUAD   -  GREASEWOOD DRAW (2017)
 JN0007
 JN0007                         *CURRENT SURVEY CONTROL
 JN0007  ______________________________________________________________________
 JN0007* NAD 83(1986) POSITION- 38 47 24.     (N) 110 28 27.     (W)   SCALED
 JN0007* NAVD 88 ORTHO HEIGHT -  1361.025 (meters)     4465.30  (feet) ADJUSTED
 JN0007  ______________________________________________________________________
 JN0007  GEOID HEIGHT    -        -19.473 (meters)                     GEOID18
 JN0007  DYNAMIC HEIGHT  -       1359.713 (meters)     4460.99  (feet) COMP
 JN0007  MODELED GRAVITY -    979,616.7   (mgal)                       NAVD 88
 JN0007
 JN0007  VERT ORDER      -  FIRST     CLASS II
 JN0007
 JN0007.The horizontal coordinates were scaled from a map and have
 JN0007.an estimated accuracy of +/- 6 seconds.
 JN0007
 JN0007.The orthometric height was determined by differential leveling and
 JN0007.adjusted by the NATIONAL GEODETIC SURVEY
 JN0007.in June 1991.
 JN0007
 JN0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0007.GEOID18 height accuracy estimate available here.
 JN0007
 JN0007.Click photographs - Photos may exist for this station.
 JN0007
 JN0007.The dynamic height is computed by dividing the NAVD 88
 JN0007.geopotential number by the normal gravity value computed on the
 JN0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0007.degrees latitude (g = 980.6199 gals.).
 JN0007
 JN0007.The modeled gravity was interpolated from observed gravity values.
 JN0007
 JN0007;                    North         East    Units  Estimated Accuracy
 JN0007;SPC UT C     - 2,051,210.      589,130.      MT  (+/- 180 meters Scaled)
 JN0007
 JN0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH456936(NAD 83)
 JN0007
 JN0007                          SUPERSEDED SURVEY CONTROL
 JN0007
 JN0007  NGVD 29 (??/??/92) 1360.053  (m)         4462.11   (f) ADJ UNCH    1 2
 JN0007
 JN0007.Superseded values are not recommended for survey control.
 JN0007
 JN0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0007.See file dsdata.pdf to determine how the superseded data were derived.
 JN0007
 JN0007_MARKER: DB = BENCH MARK DISK
 JN0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0007_STAMPING: N 11 1921
 JN0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0007+STABILITY: SURFACE MOTION
 JN0007
 JN0007  HISTORY     - Date     Condition        Report By
 JN0007  HISTORY     - 1921     MONUMENTED       CGS
 JN0007
 JN0007                          STATION DESCRIPTION
 JN0007
 JN0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 JN0007'22.25 MI SW FROM GREEN RIVER.
 JN0007'22-1/4 MILES SOUTHWEST OF GREEN RIVER, EMERY COUNTY, ON THE OLD
 JN0007'HANKSVILLE ROAD, AT THE TOP OF THE FIRST RIDGE NORTH OF STRAIGHT WASH,
 JN0007'10 FEET WEST OF THE ROAD, AND NEAR A PILE OF ROCKS.  A STANDARD DISK,
 JN0007'STAMPED N 11 1921 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0034 ***********************************************************************
 JN0034  DESIGNATION -  N 111
 JN0034  PID         -  JN0034
 JN0034  STATE/COUNTY-  UT/WAYNE
 JN0034  COUNTRY     -  US
 JN0034  USGS QUAD   -  HANKSVILLE (2017)
 JN0034
 JN0034                         *CURRENT SURVEY CONTROL
 JN0034  ______________________________________________________________________
 JN0034* NAD 83(1986) POSITION- 38 21 19.     (N) 110 41 21.     (W)   SCALED
 JN0034* NAVD 88 ORTHO HEIGHT -  1378.343 (meters)     4522.11  (feet) ADJUSTED
 JN0034  ______________________________________________________________________
 JN0034  GEOID HEIGHT    -        -20.325 (meters)                     GEOID18
 JN0034  DYNAMIC HEIGHT  -       1376.922 (meters)     4517.45  (feet) COMP
 JN0034  MODELED GRAVITY -    979,550.8   (mgal)                       NAVD 88
 JN0034
 JN0034  VERT ORDER      -  FIRST     CLASS II
 JN0034
 JN0034.The horizontal coordinates were scaled from a map and have
 JN0034.an estimated accuracy of +/- 6 seconds.
 JN0034
 JN0034.The orthometric height was determined by differential leveling and
 JN0034.adjusted by the NATIONAL GEODETIC SURVEY
 JN0034.in June 1991.
 JN0034
 JN0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0034.GEOID18 height accuracy estimate available here.
 JN0034
 JN0034.Click photographs - Photos may exist for this station.
 JN0034
 JN0034.The dynamic height is computed by dividing the NAVD 88
 JN0034.geopotential number by the normal gravity value computed on the
 JN0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0034.degrees latitude (g = 980.6199 gals.).
 JN0034
 JN0034.The modeled gravity was interpolated from observed gravity values.
 JN0034
 JN0034;                    North         East    Units  Estimated Accuracy
 JN0034;SPC UT S     - 3,187,720.      570,870.      MT  (+/- 180 meters Scaled)
 JN0034
 JN0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH271452(NAD 83)
 JN0034
 JN0034                          SUPERSEDED SURVEY CONTROL
 JN0034
 JN0034  NGVD 29 (??/??/92) 1377.300  (m)         4518.69   (f) ADJ UNCH    1 2
 JN0034
 JN0034.Superseded values are not recommended for survey control.
 JN0034
 JN0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0034.See file dsdata.pdf to determine how the superseded data were derived.
 JN0034
 JN0034_MARKER: DB = BENCH MARK DISK
 JN0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0034_STAMPING: N 111 1958
 JN0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0034+STABILITY: SURFACE MOTION
 JN0034
 JN0034  HISTORY     - Date     Condition        Report By
 JN0034  HISTORY     - 1958     MONUMENTED       CGS
 JN0034
 JN0034                          STATION DESCRIPTION
 JN0034
 JN0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0034'2.05 MI SE FROM HANKSVILLE.
 JN0034'2.05 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE SCHOOL AT
 JN0034'HANKSVILLE, IN R11E T28S S23, 51 FEET NORTHEAST OF THE CENTER OF THE
 JN0034'INTERSECTION OF A NORTH-SOUTH DIRT ROAD, 42 FEET NORTH-NORTHEAST OF
 JN0034'THE CENTER LINE OF THE HIGHWAY, 39 FEET EAST OF THE CENTER LINE OF THE
 JN0034'ROAD, 2.6 FEET SOUTHWEST OF A WITNESS POST, 1 1/2 FEET HIGHER THAN THE
 JN0034'HIGHWAY, LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JN0034'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0041 ***********************************************************************
 JN0041  DESIGNATION -  N 112
 JN0041  PID         -  JN0041
 JN0041  STATE/COUNTY-  UT/WAYNE
 JN0041  COUNTRY     -  US
 JN0041  USGS QUAD   -  HANKSVILLE (2017)
 JN0041
 JN0041                         *CURRENT SURVEY CONTROL
 JN0041  ______________________________________________________________________
 JN0041* NAD 83(1986) POSITION- 38 18 35.     (N) 110 40 14.     (W)   SCALED
 JN0041* NAVD 88 ORTHO HEIGHT -  1379.280 (meters)     4525.19  (feet) ADJUSTED
 JN0041  ______________________________________________________________________
 JN0041  GEOID HEIGHT    -        -20.368 (meters)                     GEOID18
 JN0041  DYNAMIC HEIGHT  -       1377.860 (meters)     4520.53  (feet) COMP
 JN0041  MODELED GRAVITY -    979,552.0   (mgal)                       NAVD 88
 JN0041
 JN0041  VERT ORDER      -  FIRST     CLASS II
 JN0041
 JN0041.The horizontal coordinates were scaled from a map and have
 JN0041.an estimated accuracy of +/- 6 seconds.
 JN0041
 JN0041.The orthometric height was determined by differential leveling and
 JN0041.adjusted by the NATIONAL GEODETIC SURVEY
 JN0041.in June 1991.
 JN0041
 JN0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0041.GEOID18 height accuracy estimate available here.
 JN0041
 JN0041.Click photographs - Photos may exist for this station.
 JN0041
 JN0041.The dynamic height is computed by dividing the NAVD 88
 JN0041.geopotential number by the normal gravity value computed on the
 JN0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0041.degrees latitude (g = 980.6199 gals.).
 JN0041
 JN0041.The modeled gravity was interpolated from observed gravity values.
 JN0041
 JN0041;                    North         East    Units  Estimated Accuracy
 JN0041;SPC UT S     - 3,182,680.      572,540.      MT  (+/- 180 meters Scaled)
 JN0041
 JN0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH288402(NAD 83)
 JN0041
 JN0041                          SUPERSEDED SURVEY CONTROL
 JN0041
 JN0041  NGVD 29 (??/??/92) 1378.245  (m)         4521.79   (f) ADJ UNCH    1 2
 JN0041
 JN0041.Superseded values are not recommended for survey control.
 JN0041
 JN0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0041.See file dsdata.pdf to determine how the superseded data were derived.
 JN0041
 JN0041_MARKER: DB = BENCH MARK DISK
 JN0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0041_STAMPING: N 112 1958
 JN0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0041+STABILITY: SURFACE MOTION
 JN0041
 JN0041  HISTORY     - Date     Condition        Report By
 JN0041  HISTORY     - 1958     MONUMENTED       CGS
 JN0041
 JN0041                          STATION DESCRIPTION
 JN0041
 JN0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0041'5.85 MI SE FROM HANKSVILLE.
 JN0041'5.85 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE SCHOOL AT
 JN0041'HANKSVILLE, IN R11E T 29S S1, 0.5 MILE NORTH OF THE Y JUNCTION OF A
 JN0041'DIRT ROAD NORTHWEST, 0.2 MILE NORTH OF A DIRT MOUND PROJECTING 12 FEET
 JN0041'ABOVE THE HIGHWAY, AT A SHALLOW CUT, 60 FEET EAST OF THE CENTER LINE
 JN0041'OF THE HIGHWAY, 110 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF AN
 JN0041'EAST-WEST WASH, 72 FEET NORTH OF THE CENTER OF A WASH, 3 FEET WEST OF
 JN0041'A WITNESS POST, 3 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF
 JN0041'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0069 ***********************************************************************
 JN0069  DESIGNATION -  N 113
 JN0069  PID         -  JN0069
 JN0069  STATE/COUNTY-  UT/GARFIELD
 JN0069  COUNTRY     -  US
 JN0069  USGS QUAD   -  TURKEY KNOB (2017)
 JN0069
 JN0069                         *CURRENT SURVEY CONTROL
 JN0069  ______________________________________________________________________
 JN0069* NAD 83(1986) POSITION- 38 02 12.     (N) 110 36 23.     (W)   SCALED
 JN0069* NAVD 88 ORTHO HEIGHT -  1502.972 (meters)     4931.00  (feet) ADJUSTED
 JN0069  ______________________________________________________________________
 JN0069  GEOID HEIGHT    -        -20.356 (meters)                     GEOID18
 JN0069  DYNAMIC HEIGHT  -       1501.374 (meters)     4925.76  (feet) COMP
 JN0069  MODELED GRAVITY -    979,513.5   (mgal)                       NAVD 88
 JN0069
 JN0069  VERT ORDER      -  FIRST     CLASS II
 JN0069
 JN0069.The horizontal coordinates were scaled from a map and have
 JN0069.an estimated accuracy of +/- 6 seconds.
 JN0069
 JN0069.The orthometric height was determined by differential leveling and
 JN0069.adjusted by the NATIONAL GEODETIC SURVEY
 JN0069.in June 1991.
 JN0069
 JN0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0069.GEOID18 height accuracy estimate available here.
 JN0069
 JN0069.Click photographs - Photos may exist for this station.
 JN0069
 JN0069.The dynamic height is computed by dividing the NAVD 88
 JN0069.geopotential number by the normal gravity value computed on the
 JN0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0069.degrees latitude (g = 980.6199 gals.).
 JN0069
 JN0069.The modeled gravity was interpolated from observed gravity values.
 JN0069
 JN0069;                    North         East    Units  Estimated Accuracy
 JN0069;SPC UT S     - 3,152,420.      578,450.      MT  (+/- 180 meters Scaled)
 JN0069
 JN0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH345099(NAD 83)
 JN0069
 JN0069                          SUPERSEDED SURVEY CONTROL
 JN0069
 JN0069  NGVD 29 (??/??/92) 1501.939  (m)         4927.61   (f) ADJ UNCH    1 2
 JN0069
 JN0069.Superseded values are not recommended for survey control.
 JN0069
 JN0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0069.See file dsdata.pdf to determine how the superseded data were derived.
 JN0069
 JN0069_MARKER: DB = BENCH MARK DISK
 JN0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0069_STAMPING: N 113 1958
 JN0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0069+STABILITY: SURFACE MOTION
 JN0069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0069+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2017
 JN0069
 JN0069  HISTORY     - Date     Condition        Report By
 JN0069  HISTORY     - 1958     MONUMENTED       CGS
 JN0069  HISTORY     - 20170928 GOOD             GEOCAC
 JN0069
 JN0069                          STATION DESCRIPTION
 JN0069
 JN0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0069'27.65 MI SE FROM HANKSVILLE.
 JN0069'ABOUT 27.65 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE
 JN0069'SCHOOL AT HANKSVILLE, IN R12E T32S S8, 0.9 MILE EAST OF THE JUNCTION
 JN0069'OF ROAD SOUTHEAST TO TRACHYTE RANCH, 45 FEET NORTH OF THE CENTER LINE
 JN0069'OF THE HIGHWAY, 173 FEET EAST OF THE CENTER OF THE JUNCTION OF A DIRT
 JN0069'ROAD NORTHEAST, 38 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.7
 JN0069'FEET SOUTH OF A WITNESS POST, 2 FEET HIGHER THAN THE HIGHWAY AND IN
 JN0069'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JN0069
 JN0069                          STATION RECOVERY (2017)
 JN0069
 JN0069'RECOVERY NOTE BY GEOCACHING 2017 (BPD)
 JN0069'CONCRETE MOUNT IS CRACKED BUT MARKER IS LEVEL, INTACT AND APPEARS
 JN0069'UNDISTURBED. MARKER IS TOTALLY LEGIBLE WITH NO APPARENT DAMAGE.
 JN0069'WITNESS POST NEARBY IS BENT BUT MOSTLY LEGIBLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0025 ***********************************************************************
 HN0025  DESIGNATION -  N 114
 HN0025  PID         -  HN0025
 HN0025  STATE/COUNTY-  UT/SAN JUAN
 HN0025  COUNTRY     -  US
 HN0025  USGS QUAD   -  HITE SOUTH (2017)
 HN0025
 HN0025                         *CURRENT SURVEY CONTROL
 HN0025  ______________________________________________________________________
 HN0025* NAD 83(1986) POSITION- 37 49 16.     (N) 110 23 43.     (W)   SCALED
 HN0025* NAVD 88 ORTHO HEIGHT -  1134.954 (meters)     3723.59  (feet) ADJUSTED
 HN0025  ______________________________________________________________________
 HN0025  GEOID HEIGHT    -        -21.206 (meters)                     GEOID18
 HN0025  DYNAMIC HEIGHT  -       1133.777 (meters)     3719.73  (feet) COMP
 HN0025  MODELED GRAVITY -    979,555.2   (mgal)                       NAVD 88
 HN0025
 HN0025  VERT ORDER      -  FIRST     CLASS II
 HN0025
 HN0025.The horizontal coordinates were scaled from a map and have
 HN0025.an estimated accuracy of +/- 6 seconds.
 HN0025
 HN0025.The orthometric height was determined by differential leveling and
 HN0025.adjusted by the NATIONAL GEODETIC SURVEY
 HN0025.in June 1991.
 HN0025
 HN0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0025.GEOID18 height accuracy estimate available here.
 HN0025
 HN0025.Click photographs - Photos may exist for this station.
 HN0025
 HN0025.The dynamic height is computed by dividing the NAVD 88
 HN0025.geopotential number by the normal gravity value computed on the
 HN0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0025.degrees latitude (g = 980.6199 gals.).
 HN0025
 HN0025.The modeled gravity was interpolated from observed gravity values.
 HN0025
 HN0025;                    North         East    Units  Estimated Accuracy
 HN0025;SPC UT S     - 3,128,700.      597,260.      MT  (+/- 180 meters Scaled)
 HN0025
 HN0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG532861(NAD 83)
 HN0025
 HN0025                          SUPERSEDED SURVEY CONTROL
 HN0025
 HN0025  NGVD 29 (??/??/92) 1133.990  (m)         3720.43   (f) ADJ UNCH    1 2
 HN0025
 HN0025.Superseded values are not recommended for survey control.
 HN0025
 HN0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0025.See file dsdata.pdf to determine how the superseded data were derived.
 HN0025
 HN0025_MARKER: DB = BENCH MARK DISK
 HN0025_SETTING: 66 = SET IN ROCK OUTCROP
 HN0025_STAMPING: N 114 1958
 HN0025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0025+STABILITY: POSITION/ELEVATION WELL
 HN0025
 HN0025  HISTORY     - Date     Condition        Report By
 HN0025  HISTORY     - 1958     MONUMENTED       CGS
 HN0025  HISTORY     - 1982     GOOD             USGS
 HN0025  HISTORY     - 1982     GOOD             USGS
 HN0025
 HN0025                          STATION DESCRIPTION
 HN0025
 HN0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0025'24.35 MI NW FROM FRY CANYON.
 HN0025'ABOUT 24.35 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST
 HN0025'OFFICE AT FRY CANYON, 0.35 MILE NORTHEAST OF THE CROSSING OF A DEEP
 HN0025'WASH, DIRECTLY NORTH AND ACROSS THE HIGHWAY FROM A HIGH ROCKY POINT,
 HN0025'79 FEET NORTHWEST OF A SUMMIT AND THE CENTER OF A SLIGHT CURVE, IN THE
 HN0025'TOP OF AN OUTCROPPING OF BEDROCK, 44 FEET NORTH OF THE CENTER LINE OF
 HN0025'THE HIGHWAY, 30 FEET EAST OF THE CENTER OF A 4-FOOT DEEP WASH IN
 HN0025'BEDROCK, 22 FEET SOUTHWEST OF THE SOUTH RIM OF WHITE CANYON, 2 1/2
 HN0025'FEET EAST OF A CAIRN AND ABOUT 6 FEET LOWER THAN THE HIGHWAY.
 HN0025
 HN0025                          STATION RECOVERY (1982)
 HN0025
 HN0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0025'ABOUT 18.9 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST
 HN0025'OFFICE AT FRY CANYON TO JCT. WITH A TRACK ROAD SOUTH (FARLEY CANYON
 HN0025'ROAD), THENCE 2.1 MILES ALONG FARLEY CANYON RD., 0.35 MI. NORTHEAST
 HN0025'OF THE CROSSING OF A DEEP DIRECTLY NORTH AND ACROSS THE RD. FROM A
 HN0025'HIGH ROCKY POINT, 79 FEET NORTHWEST OF A SUMMIT AND THE CENTER OF A
 HN0025'SLIGHT CURVE IN THE TOP OF AN OUTCROPPING OF BEDROCK, 44 FEET NORTH
 HN0025'OF THE CENTER LINE OF THE ROAD, 30 FEET EAST OF THE CENTER OF A 4
 HN0025'FOOT DEEP WASH IN BED-ROCK, 22 FEET SOUTHWEST OF THE SOUTH RIM OF
 HN0025'WHITE CANYON.
 HN0025
 HN0025                          STATION RECOVERY (1982)
 HN0025
 HN0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0025'ABOUT 18.9 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST
 HN0025'OFFICE AT FRY CANYON TO JCT. WITH A TRACK ROAD SOUTH (FARLEY CANYON
 HN0025'ROAD), THENCE 2.1 MILES ALONG FARLEY CANYON RD., 0.35 MI. NORTHEAST
 HN0025'OF THE CROSSING OF A DEEP DIRECTLY NORTH AND ACROSS THE RD. FROM A
 HN0025'HIGH ROCKY POINT, 79 FEET NORTHWEST OF A SUMMIT AND THE CENTER OF A
 HN0025'SLIGHT CURVE IN THE TOP OF AN OUTCROPPING OF BEDROCK, 44 FEET NORTH
 HN0025'OF THE CENTER LINE OF THE ROAD, 30 FEET EAST OF THE CENTER OF A 4
 HN0025'FOOT DEEP WASH IN BED-ROCK, 22 FEET SOUTHWEST OF THE SOUTH RIM OF
 HN0025'WHITE CANYON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0052 ***********************************************************************
 HN0052  DESIGNATION -  N 115
 HN0052  PID         -  HN0052
 HN0052  STATE/COUNTY-  UT/SAN JUAN
 HN0052  COUNTRY     -  US
 HN0052  USGS QUAD   -  JACOBS CHAIR (2017)
 HN0052
 HN0052                         *CURRENT SURVEY CONTROL
 HN0052  ______________________________________________________________________
 HN0052* NAD 83(1986) POSITION- 37 39 28.     (N) 110 10 50.     (W)   SCALED
 HN0052* NAVD 88 ORTHO HEIGHT -  1606.834 (meters)     5271.75  (feet) ADJUSTED
 HN0052  ______________________________________________________________________
 HN0052  GEOID HEIGHT    -        -20.422 (meters)                     GEOID18
 HN0052  DYNAMIC HEIGHT  -       1605.042 (meters)     5265.88  (feet) COMP
 HN0052  MODELED GRAVITY -    979,458.4   (mgal)                       NAVD 88
 HN0052
 HN0052  VERT ORDER      -  FIRST     CLASS II
 HN0052
 HN0052.The horizontal coordinates were scaled from a map and have
 HN0052.an estimated accuracy of +/- 6 seconds.
 HN0052
 HN0052.The orthometric height was determined by differential leveling and
 HN0052.adjusted by the NATIONAL GEODETIC SURVEY
 HN0052.in June 1991.
 HN0052
 HN0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0052.GEOID18 height accuracy estimate available here.
 HN0052
 HN0052.Click photographs - Photos may exist for this station.
 HN0052
 HN0052.The dynamic height is computed by dividing the NAVD 88
 HN0052.geopotential number by the normal gravity value computed on the
 HN0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0052.degrees latitude (g = 980.6199 gals.).
 HN0052
 HN0052.The modeled gravity was interpolated from observed gravity values.
 HN0052
 HN0052;                    North         East    Units  Estimated Accuracy
 HN0052;SPC UT S     - 3,110,820.      616,420.      MT  (+/- 180 meters Scaled)
 HN0052
 HN0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG722681(NAD 83)
 HN0052
 HN0052                          SUPERSEDED SURVEY CONTROL
 HN0052
 HN0052  NGVD 29 (??/??/92) 1605.816  (m)         5268.41   (f) ADJ UNCH    1 2
 HN0052
 HN0052.Superseded values are not recommended for survey control.
 HN0052
 HN0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0052.See file dsdata.pdf to determine how the superseded data were derived.
 HN0052
 HN0052_MARKER: DB = BENCH MARK DISK
 HN0052_SETTING: 80 = SET IN A BOULDER
 HN0052_STAMPING: N 115 1958
 HN0052_MARK LOGO: CGS
 HN0052_MAGNETIC: N = NO MAGNETIC MATERIAL
 HN0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0052+STABILITY: SURFACE MOTION
 HN0052
 HN0052  HISTORY     - Date     Condition        Report By
 HN0052  HISTORY     - 1958     MONUMENTED       CGS
 HN0052  HISTORY     - 19760414 GOOD             NGS
 HN0052
 HN0052                          STATION DESCRIPTION
 HN0052
 HN0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0052'2.2 MI NW FROM FRY CANYON.
 HN0052'ABOUT 2.2 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0052'AT FRY CANYON, 0.75 MILE NORTHWEST OF THE NORTHWEST END OF THE FRY
 HN0052'CANYON AIRSTRIP, AT ROCK SPRING, IN THE TOP OF A 10 X 12-FOOT BOULDER
 HN0052'THAT PROJECTS 5 FEET ABOVE THE GROUND, 48 FEET WEST OF THE NORTH END
 HN0052'OF A 24-INCH PIPE CULVERT, 50 FEET EAST OF THE NORTHEAST END OF A
 HN0052'36-INCH PIPE CULVERT, 34 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 HN0052'4 FEET WEST OF A FENCE AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 HN0052
 HN0052                          STATION RECOVERY (1976)
 HN0052
 HN0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HN0052'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN1010 ***********************************************************************
 HN1010  DESIGNATION -  N 115 RESET
 HN1010  PID         -  HN1010
 HN1010  STATE/COUNTY-  UT/SAN JUAN
 HN1010  COUNTRY     -  US
 HN1010  USGS QUAD   -  JACOBS CHAIR (2017)
 HN1010
 HN1010                         *CURRENT SURVEY CONTROL
 HN1010  ______________________________________________________________________
 HN1010* NAD 83(1986) POSITION- 37 39 28.     (N) 110 10 50.     (W)   SCALED
 HN1010* NAVD 88 ORTHO HEIGHT -  1608.05  (meters)     5275.7   (feet) RESET
 HN1010  ______________________________________________________________________
 HN1010  GEOID HEIGHT    -        -20.422 (meters)                     GEOID18
 HN1010  VERT ORDER      -  THIRD
 HN1010
 HN1010.The horizontal coordinates were scaled from a map and have
 HN1010.an estimated accuracy of +/- 6 seconds.
 HN1010
 HN1010.The orthometric height was computed from unverified reset data.
 HN1010
 HN1010.No vertical observational check was made to the station.
 HN1010
 HN1010.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN1010.GEOID18 height accuracy estimate available here.
 HN1010
 HN1010.Click photographs - Photos may exist for this station.
 HN1010
 HN1010;                    North         East    Units  Estimated Accuracy
 HN1010;SPC UT S     - 3,110,820.      616,420.      MT  (+/- 180 meters Scaled)
 HN1010
 HN1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG722681(NAD 83)
 HN1010
 HN1010                          SUPERSEDED SURVEY CONTROL
 HN1010
 HN1010  NGVD 29 (07/25/12) 1607.04   (m)         5272.4    (f) RESET       3  
 HN1010
 HN1010.Superseded values are not recommended for survey control.
 HN1010
 HN1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN1010.See file dsdata.pdf to determine how the superseded data were derived.
 HN1010
 HN1010_MARKER: DV = VERTICAL CONTROL DISK
 HN1010_SETTING: 80 = SET IN A BOULDER
 HN1010_STAMPING: N 115 RESET 1976
 HN1010_MARK LOGO: NGS
 HN1010_MAGNETIC: N = NO MAGNETIC MATERIAL
 HN1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN1010+STABILITY: SURFACE MOTION
 HN1010
 HN1010  HISTORY     - Date     Condition        Report By
 HN1010  HISTORY     - 1976     MONUMENTED       NGS
 HN1010
 HN1010                          STATION DESCRIPTION
 HN1010
 HN1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HN1010'2.15 MILES (3.46 KM) NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST
 HN1010'OFFICE AND STORE IN FRY CANYON, 84 FEET (25.6 M) SOUTHWEST OF HIGHWAY
 HN1010'95, 190 FEET (57.9 M) SOUTH OF A CONCRETE CULVERT UNDER HIGHWAY, SET
 HN1010'IN THE TOP OF A 5 FEET (1.5 M) BY 5 FEET (1.5 M) BOULDER WHICH
 HN1010'PROJECTS ABOUT 1 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0278 ***********************************************************************
 HM0278  DESIGNATION -  N 116
 HM0278  PID         -  HM0278
 HM0278  STATE/COUNTY-  UT/SAN JUAN
 HM0278  COUNTRY     -  US
 HM0278  USGS QUAD   -  KANE GULCH (2017)
 HM0278
 HM0278                         *CURRENT SURVEY CONTROL
 HM0278  ______________________________________________________________________
 HM0278* NAD 83(1986) POSITION- 37 34 10.     (N) 109 52 55.     (W)   SCALED
 HM0278* NAVD 88 ORTHO HEIGHT -  2057.166 (meters)     6749.22  (feet) ADJUSTED
 HM0278  ______________________________________________________________________
 HM0278  GEOID HEIGHT    -        -19.562 (meters)                     GEOID18
 HM0278  DYNAMIC HEIGHT  -       2054.712 (meters)     6741.17  (feet) COMP
 HM0278  MODELED GRAVITY -    979,362.8   (mgal)                       NAVD 88
 HM0278
 HM0278  VERT ORDER      -  FIRST     CLASS II
 HM0278
 HM0278.The horizontal coordinates were scaled from a map and have
 HM0278.an estimated accuracy of +/- 6 seconds.
 HM0278
 HM0278.The orthometric height was determined by differential leveling and
 HM0278.adjusted by the NATIONAL GEODETIC SURVEY
 HM0278.in June 1991.
 HM0278
 HM0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0278.GEOID18 height accuracy estimate available here.
 HM0278
 HM0278.Click photographs - Photos may exist for this station.
 HM0278
 HM0278.The dynamic height is computed by dividing the NAVD 88
 HM0278.geopotential number by the normal gravity value computed on the
 HM0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0278.degrees latitude (g = 980.6199 gals.).
 HM0278
 HM0278.The modeled gravity was interpolated from observed gravity values.
 HM0278
 HM0278;                    North         East    Units  Estimated Accuracy
 HM0278;SPC UT S     - 3,101,430.      642,930.      MT  (+/- 180 meters Scaled)
 HM0278
 HM0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG987586(NAD 83)
 HM0278
 HM0278                          SUPERSEDED SURVEY CONTROL
 HM0278
 HM0278  NGVD 29 (??/??/92) 2056.056  (m)         6745.58   (f) ADJ UNCH    1 2
 HM0278
 HM0278.Superseded values are not recommended for survey control.
 HM0278
 HM0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0278.See file dsdata.pdf to determine how the superseded data were derived.
 HM0278
 HM0278_MARKER: DB = BENCH MARK DISK
 HM0278_SETTING: 66 = SET IN ROCK OUTCROP
 HM0278_STAMPING: N 116 1958
 HM0278_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0278+STABILITY: POSITION/ELEVATION WELL
 HM0278
 HM0278  HISTORY     - Date     Condition        Report By
 HM0278  HISTORY     - 1958     MONUMENTED       CGS
 HM0278  HISTORY     - 1959     GOOD             CGS
 HM0278  HISTORY     - 1979     GOOD             USGS
 HM0278
 HM0278                          STATION DESCRIPTION
 HM0278
 HM0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0278'23.1 MI SE FROM FRY CANYON.
 HM0278'ABOUT 23.1 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HM0278'AT FRY CANYON, 0.7 MILE SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY
 HM0278'261, 200 FEET NORTH OF THE CENTER OF THE CROSSING OF LYMAN WASH, IN
 HM0278'THE TOP OF THE EAST SLOPE OF SANDSTONE OUTCROP, 58 FEET WEST OF THE
 HM0278'CENTER LINE OF THE HIGHWAY, 14.5 FEET NORTH OF A WITNESS POST, 3 FEET
 HM0278'EAST OF A CAIRN AND ABOUT 6 FEET HIGHER THAN THE HIGHWAY.
 HM0278
 HM0278                          STATION RECOVERY (1979)
 HM0278
 HM0278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0278'ABOUT 4.3 MILES SOUTH ALONG HIGHWAY 163 FROM THE POST OFFICE AT
 HM0278'BLANDING TO JUNCTION HIGHWAY 95, WEST 28.6 MILES ALONG HIGHWAY 95 TO
 HM0278'JUNCTION HIGHWAY 261, SOUTH 0.05 MILES ALONG HIGHWAY 261 TO JUNCTION
 HM0278'OLD HIGHWAY 95, LEFT EAST SOUTHEAST 0.7 MILE ALONG OLD HIGHWAY 95, 58
 HM0278'FEET WEST SOUTHWEST OF OLD HIGHWAY 95, 14.5 FEET NORTH OF WITNESS
 HM0278'POST ON TREE, 3 FEET EAST OF SMALL CAIRN AND IN THE TOP OF LARGE
 HM0278'SANDSTONE OUTCROP ABOUT 6 FEET HIGHER THAN THE HIGHWAY GRADE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0302 ***********************************************************************
 HM0302  DESIGNATION -  N 117
 HM0302  PID         -  HM0302
 HM0302  STATE/COUNTY-  UT/SAN JUAN
 HM0302  COUNTRY     -  US
 HM0302  USGS QUAD   -  HOTEL ROCK (2017)
 HM0302
 HM0302                         *CURRENT SURVEY CONTROL
 HM0302  ______________________________________________________________________
 HM0302* NAD 83(1986) POSITION- 37 34 39.     (N) 109 39 30.     (W)   SCALED
 HM0302* NAVD 88 ORTHO HEIGHT -  1808.547 (meters)     5933.54  (feet) ADJUSTED
 HM0302  ______________________________________________________________________
 HM0302  GEOID HEIGHT    -        -19.769 (meters)                     GEOID18
 HM0302  DYNAMIC HEIGHT  -       1806.448 (meters)     5926.65  (feet) COMP
 HM0302  MODELED GRAVITY -    979,404.9   (mgal)                       NAVD 88
 HM0302
 HM0302  VERT ORDER      -  FIRST     CLASS II
 HM0302
 HM0302.The horizontal coordinates were scaled from a map and have
 HM0302.an estimated accuracy of +/- 6 seconds.
 HM0302
 HM0302.The orthometric height was determined by differential leveling and
 HM0302.adjusted by the NATIONAL GEODETIC SURVEY
 HM0302.in June 1991.
 HM0302
 HM0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0302.GEOID18 height accuracy estimate available here.
 HM0302
 HM0302.Click photographs - Photos may exist for this station.
 HM0302
 HM0302.The dynamic height is computed by dividing the NAVD 88
 HM0302.geopotential number by the normal gravity value computed on the
 HM0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0302.degrees latitude (g = 980.6199 gals.).
 HM0302
 HM0302.The modeled gravity was interpolated from observed gravity values.
 HM0302
 HM0302;                    North         East    Units  Estimated Accuracy
 HM0302;SPC UT S     - 3,102,690.      662,660.      MT  (+/- 180 meters Scaled)
 HM0302
 HM0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG184597(NAD 83)
 HM0302
 HM0302                          SUPERSEDED SURVEY CONTROL
 HM0302
 HM0302  NGVD 29 (??/??/92) 1807.494  (m)         5930.09   (f) ADJ UNCH    1 2
 HM0302
 HM0302.Superseded values are not recommended for survey control.
 HM0302
 HM0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0302.See file dsdata.pdf to determine how the superseded data were derived.
 HM0302
 HM0302_MARKER: DB = BENCH MARK DISK
 HM0302_SETTING: 66 = SET IN ROCK OUTCROP
 HM0302_STAMPING: N 117 1958
 HM0302_MARK LOGO: CGS
 HM0302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0302+STABILITY: POSITION/ELEVATION WELL
 HM0302
 HM0302  HISTORY     - Date     Condition        Report By
 HM0302  HISTORY     - 1958     MONUMENTED       CGS
 HM0302  HISTORY     - 1959     GOOD             CGS
 HM0302  HISTORY     - 1979     GOOD             USGS
 HM0302  HISTORY     - 1979     GOOD             USGS
 HM0302
 HM0302                          STATION DESCRIPTION
 HM0302
 HM0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0302'15.65 MI SW FROM BLANDING.
 HM0302'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0302'BLANDING, THENCE 11.75 MILES WEST ALONG STATE HIGHWAY 95, 0.1 MILE
 HM0302'NORTH OF A CURVE AND THE JUNCTION OF A TRACK ROAD SOUTH, 0.08 MILE
 HM0302'SOUTH-SOUTHWEST OF A SUMMIT, IN THE TOP OF THE EAST SLOPE OF A MASSIVE
 HM0302'SANDSTONE OUTCROP, 39 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 20
 HM0302'FEET NORTHWEST OF A WITNESS POST, 3 FEET EAST OF A CAIRN AND ABOUT 2
 HM0302'FEET HIGHER THAN THE HIGHWAY.
 HM0302
 HM0302                          STATION RECOVERY (1979)
 HM0302
 HM0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0302'4.0 MI. SOUTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0302'BLANDING, THENCE 6.35 MI. WEST ALONG STATE HIGHWAY 95 TO A ROAD JCT.
 HM0302'NORTH, THENCE 1.0 MI NORTH TO A Y-RD WEST, THENCE 4.4 MI WEST ALONG
 HM0302'DIRT ROAD (OLD 95) 0.1 MI NORTH OF A CURVE AND THE JCT. OF A ROAD
 HM0302'SOUTH, 0.08 MI. SOUTH SOUTHWEST OF O A SUMMIT, IN THE TOP OF THE EAST
 HM0302'SLOPE OF A MASSIVE SANDSTONE OUTCROP, 39 FT WEST OF THE CENTER OF THE
 HM0302'ROAD, 20 FT NORTHWEST OF A WITNESS POST, AND 2 FT. HIGHER THAN THE
 HM0302'ROAD.
 HM0302
 HM0302                          STATION RECOVERY (1979)
 HM0302
 HM0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0302'4.0 MI. SOUTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0302'BLANDING, THENCE 6.35 MI. WEST ALONG STATE HIGHWAY 95 TO A ROAD JCT.
 HM0302'NORTH, THENCE 1.0 MI NORTH TO A Y-RD WEST, THENCE 4.4 MI WEST ALONG
 HM0302'DIRT ROAD (OLD 95) 0.1 MI NORTH OF A CURVE AND THE JCT. OF A ROAD
 HM0302'SOUTH, 0.08 MI. SOUTH SOUTHWEST OF O A SUMMIT, IN THE TOP OF THE EAST
 HM0302'SLOPE OF A MASSIVE SANDSTONE OUTCROP, 39 FT WEST OF THE CENTER OF THE
 HM0302'ROAD, 20 FT NORTHWEST OF A WITNESS POST, AND 2 FT. HIGHER THAN THE
 HM0302'ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0343 ***********************************************************************
 HN0343  DESIGNATION -  N 12
 HN0343  PID         -  HN0343
 HN0343  STATE/COUNTY-  UT/GARFIELD
 HN0343  COUNTRY     -  US
 HN0343  USGS QUAD   -  BITTER CREEK DIVIDE (2017)
 HN0343
 HN0343                         *CURRENT SURVEY CONTROL
 HN0343  ______________________________________________________________________
 HN0343* NAD 83(1986) POSITION- 37 57 01.     (N) 111 03 43.     (W)   SCALED
 HN0343* NAVD 88 ORTHO HEIGHT -  1695.450 (meters)     5562.49  (feet) POSTED
 HN0343  ______________________________________________________________________
 HN0343  GEOID HEIGHT    -        -20.110 (meters)                     GEOID18
 HN0343  DYNAMIC HEIGHT  -       1693.54  (meters)     5556.2   (feet) COMP
 HN0343  MODELED GRAVITY -    979,445.7   (mgal)                       NAVD 88
 HN0343
 HN0343  VERT ORDER      -  * POSTED, SEE BELOW
 HN0343
 HN0343.The horizontal coordinates were scaled from a map and have
 HN0343.an estimated accuracy of +/- 6 seconds.
 HN0343
 HN0343.The orthometric height was determined by differential leveling
 HN0343.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0343
 HN0343.* This is a POSTED BENCH MARK height.
 HN0343
 HN0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0343.GEOID18 height accuracy estimate available here.
 HN0343
 HN0343.Click photographs - Photos may exist for this station.
 HN0343
 HN0343.The dynamic height is computed by dividing the NAVD 88
 HN0343.geopotential number by the normal gravity value computed on the
 HN0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0343.degrees latitude (g = 980.6199 gals.).
 HN0343
 HN0343.The modeled gravity was interpolated from observed gravity values.
 HN0343
 HN0343;                    North         East    Units  Estimated Accuracy
 HN0343;SPC UT S     - 3,142,550.      538,500.      MT  (+/- 180 meters Scaled)
 HN0343
 HN0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH945003(NAD 83)
 HN0343
 HN0343                          SUPERSEDED SURVEY CONTROL
 HN0343
 HN0343  NGVD 29 (??/??/92) 1694.255  (m)         5558.57   (f) ADJ UNCH    1 2
 HN0343
 HN0343.Superseded values are not recommended for survey control.
 HN0343
 HN0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0343.See file dsdata.pdf to determine how the superseded data were derived.
 HN0343
 HN0343_MARKER: DB = BENCH MARK DISK
 HN0343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HN0343_SP_SET: REEF
 HN0343_STAMPING: N 12 1921
 HN0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0343
 HN0343  HISTORY     - Date     Condition        Report By
 HN0343  HISTORY     - 1921     MONUMENTED       CGS
 HN0343  HISTORY     - 1953     MARK NOT FOUND   USGS
 HN0343  HISTORY     - 1982     GOOD             USGS
 HN0343  HISTORY     - 1982     GOOD             USGS
 HN0343
 HN0343                          STATION DESCRIPTION
 HN0343
 HN0343'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0343'10.9 MI S FROM SANDY RANCH.
 HN0343'10.9 MILES SOUTH OF THE BEND IN THE ROAD AT THE ENTRANCE TO SANDY
 HN0343'RANCH (FORMERLY BOWNS RANCH) RANCH HOUSE, 0.6 MILE SOUTH OF BITTER
 HN0343'CREEK DIVIDE AND 300 FEET EAST OF THE ROAD ON THE NORTH SIDE OF A 300
 HN0343'FOOT GAP IN THE REEF AND IN THE REEF ABOUT 2 FEET ABOVE THE GROUND. A
 HN0343'STANDARD DISK, STAMPED N 12 1921.
 HN0343
 HN0343                          STATION RECOVERY (1982)
 HN0343
 HN0343'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0343'ENTRANCE TO SANDY RANCH, 10.9 MILES SOUTH OF 7.1 MILES SOUTH OF THE
 HN0343'SANDY RANCH JUNCTION TO THE CEDAR MESA CAMPGROUND TURNOFF, THENCE 3.7
 HN0343'MILES SOUTH ALONG THE ROAD TO BITTER CREEK DIVIDE, THENCE 0.7 MILE
 HN0343'SOUTH ALONG THE ROAD, THENCE 300 FEET EAST OF THE CENTERLINE OF THE
 HN0343'ROAD. ON THE NORTH END OF A 250 FOOT GAP IN THE OYSTER SHELL REEF, A
 HN0343'STANDARD TABLET STAMPED N-12 1921, SET IN THE REEF, ABOUT 2 FEET
 HN0343'HIGHER THAN THE GROUND.
 HN0343
 HN0343                          STATION RECOVERY (1982)
 HN0343
 HN0343'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0343'ENTRANCE TO SANDY RANCH, 10.9 MILES SOUTH OF 7.1 MILES SOUTH OF THE
 HN0343'SANDY RANCH JUNCTION TO THE CEDAR MESA CAMPGROUND TURNOFF, THENCE 3.7
 HN0343'MILES SOUTH ALONG THE ROAD TO BITTER CREEK DIVIDE, THENCE 0.7 MILE
 HN0343'SOUTH ALONG THE ROAD, THENCE 300 FEET EAST OF THE CENTERLINE OF THE
 HN0343'ROAD. ON THE NORTH END OF A 250 FOOT GAP IN THE OYSTER SHELL REEF, A
 HN0343'STANDARD TABLET STAMPED N-12 1921, SET IN THE REEF, ABOUT 2 FEET
 HN0343'HIGHER THAN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0277 ***********************************************************************
 HO0277  DESIGNATION -  N 123
 HO0277  PID         -  HO0277
 HO0277  STATE/COUNTY-  UT/WASHINGTON
 HO0277  COUNTRY     -  US
 HO0277  USGS QUAD   -  CENTRAL WEST (2017)
 HO0277
 HO0277                         *CURRENT SURVEY CONTROL
 HO0277  ______________________________________________________________________
 HO0277* NAD 83(1986) POSITION- 37 22 51.57   (N) 113 39 16.05   (W)   HD_HELD1
 HO0277* NAVD 88 ORTHO HEIGHT -  1543.169 (meters)     5062.88  (feet) ADJUSTED
 HO0277  ______________________________________________________________________
 HO0277  GEOID HEIGHT    -        -23.574 (meters)                     GEOID18
 HO0277  DYNAMIC HEIGHT  -       1541.417 (meters)     5057.13  (feet) COMP
 HO0277  MODELED GRAVITY -    979,441.4   (mgal)                       NAVD 88
 HO0277
 HO0277  VERT ORDER      -  SECOND    CLASS 0
 HO0277
 HO0277.The horizontal coordinates were determined by differentially corrected
 HO0277.hand held GPS observations or other comparable positioning techniques
 HO0277.and have an estimated accuracy of +/- 3 meters.
 HO0277
 HO0277.The orthometric height was determined by differential leveling and
 HO0277.adjusted by the NATIONAL GEODETIC SURVEY
 HO0277.in June 1991.
 HO0277
 HO0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0277.GEOID18 height accuracy estimate available here.
 HO0277
 HO0277.Click photographs - Photos may exist for this station.
 HO0277
 HO0277.The dynamic height is computed by dividing the NAVD 88
 HO0277.geopotential number by the normal gravity value computed on the
 HO0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0277.degrees latitude (g = 980.6199 gals.).
 HO0277
 HO0277.The modeled gravity was interpolated from observed gravity values.
 HO0277
 HO0277;                    North         East    Units  Estimated Accuracy
 HO0277;SPC UT S     - 3,081,475.8     309,210.6     MT  (+/- 3 meters HH1 GPS) 
 HO0277
 HO0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG6497840444(NAD 83)
 HO0277
 HO0277                          SUPERSEDED SURVEY CONTROL
 HO0277
 HO0277  NGVD 29 (??/??/92) 1542.122  (m)         5059.45   (f) ADJ UNCH    2 0
 HO0277
 HO0277.Superseded values are not recommended for survey control.
 HO0277
 HO0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0277.See file dsdata.pdf to determine how the superseded data were derived.
 HO0277
 HO0277_MARKER: DB = BENCH MARK DISK
 HO0277_SETTING: 80 = SET IN A BOULDER
 HO0277_STAMPING: N 123 1934
 HO0277_MARK LOGO: CGS
 HO0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0277+STABILITY: SURFACE MOTION
 HO0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HO0277+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2004
 HO0277
 HO0277  HISTORY     - Date     Condition        Report By
 HO0277  HISTORY     - 1934     MONUMENTED       CGS
 HO0277  HISTORY     - 1972     GOOD             USFS
 HO0277  HISTORY     - 20040426 GOOD             GEOCAC
 HO0277
 HO0277                          STATION DESCRIPTION
 HO0277
 HO0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0277'18.2 MI S FROM ENTERPRISE.
 HO0277'18.2 MILES SOUTH ALONG THE 1934 ROUTE OF STATE HIGHWAY 18 FROM
 HO0277'ENTERPRISE, WASHINGTON COUNTY, 4.0 MILES NORTH OF VEYO, 0.7 MILE NORTH
 HO0277'OF A FARMHOUSE, 300 YARDS SOUTH OF A CULVERT WITH ROCK HEADWALLS, 18
 HO0277'FEET WEST OF THE CENTERLINE OF THE OLD HIGHWAY, BETWEEN TWO LARGE
 HO0277'BOULDERS, 2 FEET WEST OF A LARGE 5-FOOT-HIGH LAVA BOULDER, NOT VISIBLE
 HO0277'FROM THE ROAD, IN THE TOP OF A BURIED LAVA BOULDER, AND ABOUT 2 FEET
 HO0277'ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED N 123 1934.
 HO0277
 HO0277                          STATION RECOVERY (1972)
 HO0277
 HO0277'RECOVERY NOTE BY US FOREST SERVICE 1972
 HO0277'3.4 MILES NORTH ALONG STATE HWY. 18 FROM VEYO, WASHINGTON COUNTY, TO
 HO0277'OLD 1934 HIGHWAY ALIGNMENT ON LEFT, NORTH ALONG OLD HIGHWAY 0.25
 HO0277'MILES, 18 FEET W OF CENTERLINE OF OLD HIGHWAY, BETWEEN TWO LARGE
 HO0277'BOULDERS, 2 FEET W OF A LARGE 5 FOOT-HIGH LAVA BOULDER, NOT VISIBLE
 HO0277'FROM THE ROAD, IN THE TOP OF A BURIED LAVA BOULDER, AND ABOUT 2 FEET
 HO0277'ABOVE THE OLD HIGHWAY. A STANDARD DISK, STAMPED N 123 1934.
 HO0277
 HO0277                          STATION RECOVERY (2004)
 HO0277
 HO0277'RECOVERY NOTE BY GEOCACHING 2004 (ARH)
 HO0277'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0444 ***********************************************************************
 MR0444  DESIGNATION -  N 125
 MR0444  PID         -  MR0444
 MR0444  STATE/COUNTY-  UT/CACHE
 MR0444  COUNTRY     -  US
 MR0444  USGS QUAD   -  LOGAN (2017)
 MR0444
 MR0444                         *CURRENT SURVEY CONTROL
 MR0444  ______________________________________________________________________
 MR0444* NAD 83(1986) POSITION- 41 42 49.     (N) 111 50 06.     (W)   SCALED
 MR0444* NAVD 88 ORTHO HEIGHT -  1371.563 (meters)     4499.87  (feet) ADJUSTED
 MR0444  ______________________________________________________________________
 MR0444  GEOID HEIGHT    -        -15.602 (meters)                     GEOID18
 MR0444  DYNAMIC HEIGHT  -       1370.528 (meters)     4496.47  (feet) COMP
 MR0444  MODELED GRAVITY -    979,822.0   (mgal)                       NAVD 88
 MR0444
 MR0444  VERT ORDER      -  SECOND    CLASS 0
 MR0444
 MR0444.The horizontal coordinates were scaled from a map and have
 MR0444.an estimated accuracy of +/- 6 seconds.
 MR0444
 MR0444.The orthometric height was determined by differential leveling and
 MR0444.adjusted by the NATIONAL GEODETIC SURVEY
 MR0444.in June 1991.
 MR0444
 MR0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0444.GEOID18 height accuracy estimate available here.
 MR0444
 MR0444.Click photographs - Photos may exist for this station.
 MR0444
 MR0444.The dynamic height is computed by dividing the NAVD 88
 MR0444.geopotential number by the normal gravity value computed on the
 MR0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0444.degrees latitude (g = 980.6199 gals.).
 MR0444
 MR0444.The modeled gravity was interpolated from observed gravity values.
 MR0444
 MR0444;                    North         East    Units  Estimated Accuracy
 MR0444;SPC UT N     - 1,153,340.      472,120.      MT  (+/- 180 meters Scaled)
 MR0444
 MR0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM305183(NAD 83)
 MR0444
 MR0444                          SUPERSEDED SURVEY CONTROL
 MR0444
 MR0444  NGVD 29 (??/??/92) 1370.476  (m)         4496.30   (f) ADJ UNCH    2 0
 MR0444
 MR0444.Superseded values are not recommended for survey control.
 MR0444
 MR0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0444.See file dsdata.pdf to determine how the superseded data were derived.
 MR0444
 MR0444_MARKER: DB = BENCH MARK DISK
 MR0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0444_STAMPING: N 125 1934
 MR0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0444+STABILITY: SURFACE MOTION
 MR0444
 MR0444  HISTORY     - Date     Condition        Report By
 MR0444  HISTORY     - 1934     MONUMENTED       CGS
 MR0444
 MR0444                          STATION DESCRIPTION
 MR0444
 MR0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0444'1.8 MI SW FROM LOGAN.
 MR0444'ABOUT 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE
 MR0444'AT LOGAN, CACHE COUNTY, AT THE JUNCTION WITH STATE HIGHWAY 101, ABOUT
 MR0444'120 FEET EAST OF A ROW OF POPLAR TREES WEST OF U.S. HIGHWAY 91, ABOUT
 MR0444'80 FEET NORTH OF THE FRONT OF A SERVICE STATION, ABOUT 60 FEET
 MR0444'SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 101, ABOUT 50 FEET EAST
 MR0444'OF THE CENTER LINE OF U.S. HIGHWAY 91, AND 9 FEET NORTHWEST OF A POLE.
 MR0444'A STANDARD DISK, STAMPED N 125 1934 AND SET IN THE TOP OF A CONCRETE
 MR0444'POST.  NOTE-- IN MARCH 1938, IT WAS REPORTED THAT THE CONCRETE POST
 MR0444'HAD BEEN BROKEN, AND THAT THE PRESENT ROUTE OF U.S. HIGHWAY 91 IS 1/4
 MR0444'MILE NORTH OF THE DESCRIBED LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0252 ***********************************************************************
 MR0252  DESIGNATION -  N 126
 MR0252  PID         -  MR0252
 MR0252  STATE/COUNTY-  UT/RICH
 MR0252  COUNTRY     -  US
 MR0252  USGS QUAD   -  LAKETOWN (2017)
 MR0252
 MR0252                         *CURRENT SURVEY CONTROL
 MR0252  ______________________________________________________________________
 MR0252* NAD 83(1986) POSITION- 41 52 16.87   (N) 111 21 56.12   (W)   HD_HELD1
 MR0252* NAVD 88 ORTHO HEIGHT -  1810.032 (meters)     5938.41  (feet) ADJUSTED
 MR0252  ______________________________________________________________________
 MR0252  GEOID HEIGHT    -        -14.531 (meters)                     GEOID18
 MR0252  DYNAMIC HEIGHT  -       1808.579 (meters)     5933.65  (feet) COMP
 MR0252  MODELED GRAVITY -    979,756.0   (mgal)                       NAVD 88
 MR0252
 MR0252  VERT ORDER      -  SECOND    CLASS 0
 MR0252
 MR0252.The horizontal coordinates were determined by differentially corrected
 MR0252.hand held GPS observations or other comparable positioning techniques
 MR0252.and have an estimated accuracy of +/- 3 meters.
 MR0252
 MR0252.The orthometric height was determined by differential leveling and
 MR0252.adjusted by the NATIONAL GEODETIC SURVEY
 MR0252.in June 1991.
 MR0252
 MR0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0252.GEOID18 height accuracy estimate available here.
 MR0252
 MR0252.Click photographs - Photos may exist for this station.
 MR0252
 MR0252.The dynamic height is computed by dividing the NAVD 88
 MR0252.geopotential number by the normal gravity value computed on the
 MR0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0252.degrees latitude (g = 980.6199 gals.).
 MR0252
 MR0252.The modeled gravity was interpolated from observed gravity values.
 MR0252
 MR0252;                    North         East    Units  Estimated Accuracy
 MR0252;SPC UT N     - 1,170,813.1     511,158.6     MT  (+/- 3 meters HH1 GPS) 
 MR0252
 MR0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM6966135557(NAD 83)
 MR0252
 MR0252                          SUPERSEDED SURVEY CONTROL
 MR0252
 MR0252  NGVD 29 (??/??/92) 1808.774  (m)         5934.29   (f) ADJ UNCH    2 0
 MR0252
 MR0252.Superseded values are not recommended for survey control.
 MR0252
 MR0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0252.See file dsdata.pdf to determine how the superseded data were derived.
 MR0252
 MR0252_MARKER: DB = BENCH MARK DISK
 MR0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0252_STAMPING: N 126 1934
 MR0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0252+STABILITY: SURFACE MOTION
 MR0252
 MR0252  HISTORY     - Date     Condition        Report By
 MR0252  HISTORY     - 1934     MONUMENTED       CGS
 MR0252  HISTORY     - 1969     GOOD             USGS
 MR0252
 MR0252                          STATION DESCRIPTION
 MR0252
 MR0252'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 MR0252'5.5 MI NW FROM GARDEN CITY.
 MR0252'FROM THE INTERSECTION OF U.S. 89 AND STATE HIGHWAY 30 AT GARDEN CITY,
 MR0252'UTAH, GO SOUTHEAST ON STATE HIGHWAY 30 FOR 6.0 MILES.  AT THIS POINT
 MR0252'THE BM IS 40 FT. WEST FROM THE CENTER LINE OF THE HIGHWAY DUE TO
 MR0252'EROSION OF THE BANK FROM RECENT HIGHWAY BUILDING, ABOUT 2 FT. OF THE
 MR0252'CONCRETE POST IS EXPOSED AND IT IS DOUBTFUL IF THE BM WILL REMAIN
 MR0252'STABLE FOR MUCH LONGER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0273 ***********************************************************************
 JM0273  DESIGNATION -  N 127
 JM0273  PID         -  JM0273
 JM0273  STATE/COUNTY-  UT/SAN JUAN
 JM0273  COUNTRY     -  US
 JM0273  USGS QUAD   -  RAY MESA (2017)
 JM0273
 JM0273                         *CURRENT SURVEY CONTROL
 JM0273  ______________________________________________________________________
 JM0273* NAD 83(1986) POSITION- 38 19 43.     (N) 109 06 43.     (W)   SCALED
 JM0273* NAVD 88 ORTHO HEIGHT -  2112.023 (meters)     6929.20  (feet) ADJUSTED
 JM0273  ______________________________________________________________________
 JM0273  GEOID HEIGHT    -        -18.290 (meters)                     GEOID18
 JM0273  DYNAMIC HEIGHT  -       2109.555 (meters)     6921.10  (feet) COMP
 JM0273  MODELED GRAVITY -    979,384.7   (mgal)                       NAVD 88
 JM0273
 JM0273  VERT ORDER      -  SECOND    CLASS 0
 JM0273
 JM0273.The horizontal coordinates were scaled from a map and have
 JM0273.an estimated accuracy of +/- 6 seconds.
 JM0273
 JM0273.The orthometric height was determined by differential leveling and
 JM0273.adjusted by the NATIONAL GEODETIC SURVEY
 JM0273.in June 1991.
 JM0273
 JM0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0273.GEOID18 height accuracy estimate available here.
 JM0273
 JM0273.Click photographs - Photos may exist for this station.
 JM0273
 JM0273.The dynamic height is computed by dividing the NAVD 88
 JM0273.geopotential number by the normal gravity value computed on the
 JM0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0273.degrees latitude (g = 980.6199 gals.).
 JM0273
 JM0273.The modeled gravity was interpolated from observed gravity values.
 JM0273
 JM0273;                    North         East    Units  Estimated Accuracy
 JM0273;SPC UT S     - 3,187,120.      708,790.      MT  (+/- 180 meters Scaled)
 JM0273
 JM0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH650439(NAD 83)
 JM0273
 JM0273                          SUPERSEDED SURVEY CONTROL
 JM0273
 JM0273  NGVD 29 (??/??/92) 2110.821  (m)         6925.25   (f) ADJ UNCH    2 0
 JM0273
 JM0273.Superseded values are not recommended for survey control.
 JM0273
 JM0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0273.See file dsdata.pdf to determine how the superseded data were derived.
 JM0273
 JM0273_MARKER: DB = BENCH MARK DISK
 JM0273_SETTING: 80 = SET IN A BOULDER
 JM0273_STAMPING: N 127 1934
 JM0273_MARK LOGO: CGS
 JM0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0273+STABILITY: SURFACE MOTION
 JM0273
 JM0273  HISTORY     - Date     Condition        Report By
 JM0273  HISTORY     - 1934     MONUMENTED       CGS
 JM0273  HISTORY     - 1981     GOOD             USGS
 JM0273
 JM0273                          STATION DESCRIPTION
 JM0273
 JM0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0273'9.5 MI E FROM LA SAL.
 JM0273'9.5 MILES EAST ALONG STATE HIGHWAY 46 FROM THE POST OFFICE AT LA SAL,
 JM0273'SAN JUAN COUNTY, 175 FEET EAST OF A CULVERT OVER AN IRRIGATION DITCH,
 JM0273'AT THE MIDDLE OF A CURVE, 54 FEET EAST OF THE SOUTHEAST END OF A
 JM0273'CURVE, AT OUTCROPPINGS OF LARGE GRAY SANDSTONE BOULDERS ON BOTH SIDES
 JM0273'OF THE HIGHWAY, 10 FEET SOUTHEAST OF A 30-INCH PINE TREE BLAZED ON THE
 JM0273'SOUTH SIDE, 36 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND IN
 JM0273'THE TOP OF A LARGE 2- BY 8- BY 10-FOOT SANDSTONE BOULDER.  A STANDARD
 JM0273'DISK, STAMPED N 127 1934.
 JM0273
 JM0273                          STATION RECOVERY (1981)
 JM0273
 JM0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 JM0273'LA SAL , POST OFFICE, 9.3 MILES EAST ALONG STATE HIGHWAY 46 FROM THE
 JM0273'POST OFFICE AT LA SAL, SAN JUAN COUNTY, 167 FEET NORTH OF CENTERLINE
 JM0273'OF ROAD, AT OUTCROPPING OF LARGE GRAY SANDSTONE BOULDERS, 10 FEET
 JM0273'SOUTHEAST OF A 30 INCH PINE TREE BLAZED ON THE SOUTH SIDE, AND IN THE
 JM0273'TOP OF A LARGE 2-BY-8-BY-10-FOOT SANDSTONE BOULDER. A STANDARD DISK
 JM0273'STAMPED N-127 1934. LA SAL POST OFFICE, 11 MILES EAST ALONG STATE
 JM0273'HIGHWAY 46 FROM POST OFFICE AT LA SAL, SAN JUAN COUNTY, 1.7 MILES
 JM0273'WEST OF UTAH-COLORADO STATE LINE, ENCIRCLED BY SWITCHBACK OF HIGHWAY,
 JM0273'BEING 165' SOUTHWEST OF CENTER OF CURVE OF SWITCHBACK, IN THE
 JM0273'NORTHEAST FENCE OF A 15-BY-15-BY-30 FOOT SANDSTONE BOULDER, 12 FEET
 JM0273'NORTHEAST OF THE EAST CORNER AND 4 FEET ABOVE THE GROUND. A STANDARD
 JM0273'DISK, STAMPED P-127-1937 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0194 ***********************************************************************
 HN0194  DESIGNATION -  N 13
 HN0194  PID         -  HN0194
 HN0194  STATE/COUNTY-  UT/KANE
 HN0194  COUNTRY     -  US
 HN0194  USGS QUAD   -  THE RINCON (2017)
 HN0194
 HN0194                         *CURRENT SURVEY CONTROL
 HN0194  ______________________________________________________________________
 HN0194* NAD 83(1986) POSITION- 37 19 22.     (N) 110 47 43.     (W)   SCALED
 HN0194* NAVD 88 ORTHO HEIGHT -  1018.826 (meters)     3342.60  (feet) POSTED
 HN0194  ______________________________________________________________________
 HN0194  GEOID HEIGHT    -        -22.651 (meters)                     GEOID18
 HN0194  DYNAMIC HEIGHT  -       1017.64  (meters)     3338.7   (feet) COMP
 HN0194  MODELED GRAVITY -    979,433.7   (mgal)                       NAVD 88
 HN0194
 HN0194  VERT ORDER      -  * POSTED, SEE BELOW
 HN0194
 HN0194.The horizontal coordinates were scaled from a map and have
 HN0194.an estimated accuracy of +/- 6 seconds.
 HN0194
 HN0194.The orthometric height was determined by differential leveling
 HN0194.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0194
 HN0194.* This is a POSTED BENCH MARK height.
 HN0194
 HN0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0194.GEOID18 height accuracy estimate available here.
 HN0194
 HN0194.Click photographs - Photos may exist for this station.
 HN0194
 HN0194.The dynamic height is computed by dividing the NAVD 88
 HN0194.geopotential number by the normal gravity value computed on the
 HN0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0194.degrees latitude (g = 980.6199 gals.).
 HN0194
 HN0194.The modeled gravity was interpolated from observed gravity values.
 HN0194
 HN0194;                    North         East    Units  Estimated Accuracy
 HN0194;SPC UT S     - 3,073,050.      562,460.      MT  (+/- 180 meters Scaled)
 HN0194
 HN0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG181306(NAD 83)
 HN0194
 HN0194                          SUPERSEDED SURVEY CONTROL
 HN0194
 HN0194  NGVD 29 (??/??/92) 1017.776  (m)         3339.15   (f) ADJ UNCH    1 2
 HN0194
 HN0194.Superseded values are not recommended for survey control.
 HN0194
 HN0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0194.See file dsdata.pdf to determine how the superseded data were derived.
 HN0194
 HN0194_MARKER: DB = BENCH MARK DISK
 HN0194_SETTING: 66 = SET IN ROCK OUTCROP
 HN0194_STAMPING: N 13 1921
 HN0194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0194+STABILITY: POSITION/ELEVATION WELL
 HN0194
 HN0194  HISTORY     - Date     Condition        Report By
 HN0194  HISTORY     - 1921     MONUMENTED       CGS
 HN0194
 HN0194                          STATION DESCRIPTION
 HN0194
 HN0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 HN0194'19.5 MI S FROM HALLS CROSSING.
 HN0194'19-1/2 MILES SOUTH ALONG COLORADO RIVER FROM THE MOUTH OF HALL CREEK
 HN0194'AT HALLS CROSSING, KANE COUNTY, 11-1/2 MILES NORTH OF THE MOUTH OF
 HN0194'ESCALANTE RIVER, 2 MILES NORTH OF SOME SHANTIES AT AN OIL SEEP, ON THE
 HN0194'WEST SIDE OF THE RIVER, IN THE TOP OF A LARGE CYLINDRICAL WHITE
 HN0194'SANDSTONE ROCK 25 FEET IN DIAMETER AND 50 FEET HIGH, NEAR A CAIRN, AND
 HN0194'MARKED BY AN ARROW ON A NEARBY ROCK.  A STANDARD DISK, STAMPED N 13
 HN0194'1921.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0196 ***********************************************************************
 KN0196  DESIGNATION -  N 131
 KN0196  PID         -  KN0196
 KN0196  STATE/COUNTY-  UT/EMERY
 KN0196  COUNTRY     -  US
 KN0196  USGS QUAD   -  SCOFIELD (2017)
 KN0196
 KN0196                         *CURRENT SURVEY CONTROL
 KN0196  ______________________________________________________________________
 KN0196* NAD 83(1986) POSITION- 39 38 08.     (N) 111 12 43.     (W)   SCALED
 KN0196* NAVD 88 ORTHO HEIGHT -  2733.205 (meters)     8967.19  (feet) ADJUSTED
 KN0196  ______________________________________________________________________
 KN0196  GEOID HEIGHT    -        -15.918 (meters)                     GEOID18
 KN0196  DYNAMIC HEIGHT  -       2730.032 (meters)     8956.78  (feet) COMP
 KN0196  MODELED GRAVITY -    979,365.4   (mgal)                       NAVD 88
 KN0196
 KN0196  VERT ORDER      -  SECOND    CLASS 0
 KN0196
 KN0196.The horizontal coordinates were scaled from a map and have
 KN0196.an estimated accuracy of +/- 6 seconds.
 KN0196
 KN0196.The orthometric height was determined by differential leveling and
 KN0196.adjusted by the NATIONAL GEODETIC SURVEY
 KN0196.in June 1991.
 KN0196
 KN0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0196.GEOID18 height accuracy estimate available here.
 KN0196
 KN0196.Click photographs - Photos may exist for this station.
 KN0196
 KN0196.The dynamic height is computed by dividing the NAVD 88
 KN0196.geopotential number by the normal gravity value computed on the
 KN0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0196.degrees latitude (g = 980.6199 gals.).
 KN0196
 KN0196.The modeled gravity was interpolated from observed gravity values.
 KN0196
 KN0196;                    North         East    Units  Estimated Accuracy
 KN0196;SPC UT C     - 2,144,610.      524,730.      MT  (+/- 180 meters Scaled)
 KN0196
 KN0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ818873(NAD 83)
 KN0196
 KN0196                          SUPERSEDED SURVEY CONTROL
 KN0196
 KN0196  NGVD 29 (??/??/92) 2731.780  (m)         8962.51   (f) ADJ UNCH    2 0
 KN0196
 KN0196.Superseded values are not recommended for survey control.
 KN0196
 KN0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0196.See file dsdata.pdf to determine how the superseded data were derived.
 KN0196
 KN0196_MARKER: DB = BENCH MARK DISK
 KN0196_SETTING: 66 = SET IN ROCK OUTCROP
 KN0196_STAMPING: N 131 1935
 KN0196_MARK LOGO: CGS
 KN0196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0196+STABILITY: POSITION/ELEVATION WELL
 KN0196
 KN0196  HISTORY     - Date     Condition        Report By
 KN0196  HISTORY     - 1935     MONUMENTED       CGS
 KN0196
 KN0196                          STATION DESCRIPTION
 KN0196
 KN0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0196'4.4 MI W FROM CLEAR CREEK.
 KN0196'ABOUT 4.4 MILES WEST ALONG A TRAIL LEADING UP TO FINN CANYON AND DOWN
 KN0196'TO COAL CANYON FROM A SCHOOL AT CLEAR CREEK, CARBON COUNTY, ABOUT 1.5
 KN0196'MILES NORTHEAST OF THE HUNTINGTON COAL MINE IN COAL CANYON, AT THE
 KN0196'SOUTH BANK OF THE CANYON, 30 FEET SOUTH OF THE CENTER LINE OF THE
 KN0196'CANYON, AND IN THE TOP OF A SANDSTONE OUTCROP.  A STANDARD DISK,
 KN0196'STAMPED N 131 1935.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0308 ***********************************************************************
 MR0308  DESIGNATION -  N 132
 MR0308  PID         -  MR0308
 MR0308  STATE/COUNTY-  UT/SUMMIT
 MR0308  COUNTRY     -  US
 MR0308  USGS QUAD   -  CASTLE ROCK (2017)
 MR0308
 MR0308                         *CURRENT SURVEY CONTROL
 MR0308  ______________________________________________________________________
 MR0308* NAD 83(1986) POSITION- 41 05 11.     (N) 111 14 05.     (W)   SCALED
 MR0308* NAVD 88 ORTHO HEIGHT -  1861.849 (meters)     6108.42  (feet) ADJUSTED
 MR0308  ______________________________________________________________________
 MR0308  GEOID HEIGHT    -        -15.563 (meters)                     GEOID18
 MR0308  DYNAMIC HEIGHT  -       1860.145 (meters)     6102.83  (feet) COMP
 MR0308  MODELED GRAVITY -    979,643.4   (mgal)                       NAVD 88
 MR0308
 MR0308  VERT ORDER      -  FIRST     CLASS II
 MR0308
 MR0308.The horizontal coordinates were scaled from a map and have
 MR0308.an estimated accuracy of +/- 6 seconds.
 MR0308
 MR0308.The orthometric height was determined by differential leveling and
 MR0308.adjusted by the NATIONAL GEODETIC SURVEY
 MR0308.in June 1991.
 MR0308
 MR0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0308.GEOID18 height accuracy estimate available here.
 MR0308
 MR0308.Click photographs - Photos may exist for this station.
 MR0308
 MR0308.The dynamic height is computed by dividing the NAVD 88
 MR0308.geopotential number by the normal gravity value computed on the
 MR0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0308.degrees latitude (g = 980.6199 gals.).
 MR0308
 MR0308.The modeled gravity was interpolated from observed gravity values.
 MR0308
 MR0308;                    North         East    Units  Estimated Accuracy
 MR0308;SPC UT N     - 1,083,660.      522,290.      MT  (+/- 180 meters Scaled)
 MR0308
 MR0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL802483(NAD 83)
 MR0308
 MR0308                          SUPERSEDED SURVEY CONTROL
 MR0308
 MR0308  NGVD 29 (??/??/92) 1860.464  (m)         6103.87   (f) SUPERSEDED  1 2
 MR0308  NGVD 29 (06/08/92) 1860.586  (m)         6104.27   (f) ADJUSTED    1 2
 MR0308
 MR0308.Superseded values are not recommended for survey control.
 MR0308
 MR0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0308.See file dsdata.pdf to determine how the superseded data were derived.
 MR0308
 MR0308_MARKER: DB = BENCH MARK DISK
 MR0308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0308_SP_SET: ABUTMENT
 MR0308_STAMPING: N 132 1958
 MR0308_MARK LOGO: CGS
 MR0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0308
 MR0308  HISTORY     - Date     Condition        Report By
 MR0308  HISTORY     - 1958     MONUMENTED       CGS
 MR0308  HISTORY     - 1983     GOOD             NGS
 MR0308
 MR0308                          STATION DESCRIPTION
 MR0308
 MR0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0308'11.45 MI SW FROM WAHSATCH.
 MR0308'ABOUT 11.45 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0308'STATION AT WAHSATCH, 1 POLE SOUTHWEST OF MILEPOST 939, IN THE TOP OF
 MR0308'THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF BRIDGE 939.02,
 MR0308'5 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHEAST SET OF TRACKS,
 MR0308'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 MR0308
 MR0308                          STATION RECOVERY (1983)
 MR0308
 MR0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0308'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0375 ***********************************************************************
 MR0375  DESIGNATION -  N 134
 MR0375  PID         -  MR0375
 MR0375  STATE/COUNTY-  UT/MORGAN
 MR0375  COUNTRY     -  US
 MR0375  USGS QUAD   -  SNOW BASIN (2017)
 MR0375
 MR0375                         *CURRENT SURVEY CONTROL
 MR0375  ______________________________________________________________________
 MR0375* NAD 83(1986) POSITION- 41 08 18.     (N) 111 51 36.     (W)   SCALED
 MR0375* NAVD 88 ORTHO HEIGHT -  1457.262 (meters)     4781.03  (feet) ADJUSTED
 MR0375  ______________________________________________________________________
 MR0375  GEOID HEIGHT    -        -16.279 (meters)                     GEOID18
 MR0375  DYNAMIC HEIGHT  -       1456.119 (meters)     4777.28  (feet) COMP
 MR0375  MODELED GRAVITY -    979,788.9   (mgal)                       NAVD 88
 MR0375
 MR0375  VERT ORDER      -  FIRST     CLASS II
 MR0375
 MR0375.The horizontal coordinates were scaled from a map and have
 MR0375.an estimated accuracy of +/- 6 seconds.
 MR0375
 MR0375.The orthometric height was determined by differential leveling and
 MR0375.adjusted by the NATIONAL GEODETIC SURVEY
 MR0375.in June 1991.
 MR0375
 MR0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0375.GEOID18 height accuracy estimate available here.
 MR0375
 MR0375.Click photographs - Photos may exist for this station.
 MR0375
 MR0375.The dynamic height is computed by dividing the NAVD 88
 MR0375.geopotential number by the normal gravity value computed on the
 MR0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0375.degrees latitude (g = 980.6199 gals.).
 MR0375
 MR0375.The modeled gravity was interpolated from observed gravity values.
 MR0375
 MR0375;                    North         East    Units  Estimated Accuracy
 MR0375;SPC UT N     - 1,089,460.      469,780.      MT  (+/- 180 meters Scaled)
 MR0375
 MR0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL278544(NAD 83)
 MR0375
 MR0375                          SUPERSEDED SURVEY CONTROL
 MR0375
 MR0375  NGVD 29 (??/??/92) 1456.144  (m)         4777.37   (f) SUPERSEDED  1 2
 MR0375  NGVD 29 (06/08/92) 1456.230  (m)         4777.65   (f) ADJUSTED    1 2
 MR0375
 MR0375.Superseded values are not recommended for survey control.
 MR0375
 MR0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0375.See file dsdata.pdf to determine how the superseded data were derived.
 MR0375
 MR0375_MARKER: DB = BENCH MARK DISK
 MR0375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0375_SP_SET: ABUTMENT
 MR0375_STAMPING: N 134 1958
 MR0375_MARK LOGO: CGS
 MR0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0375
 MR0375  HISTORY     - Date     Condition        Report By
 MR0375  HISTORY     - 1958     MONUMENTED       CGS
 MR0375  HISTORY     - 1983     GOOD             NGS
 MR0375
 MR0375                          STATION DESCRIPTION
 MR0375
 MR0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0375'11.7 MI SE FROM OGDEN.
 MR0375'ABOUT 11.7 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0375'STATION AT OGDEN, AT THE EAST END OF A STEEL BRIDGE NUMBER 981.01 OVER
 MR0375'THE WEBER RIVER AND U.S. HIGHWAY 30S, IN THE TOP OF THE SOUTH END OF
 MR0375'THE EAST CONCRETE ABUTMENT, 85 FEET NORTH OF MILE POST 981, 7 FEET
 MR0375'SOUTH OF THE NEAR RAIL, AND ABOUT 1 1/2 FEET BELOW THE TRACK.
 MR0375
 MR0375                          STATION RECOVERY (1983)
 MR0375
 MR0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0375'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0351 ***********************************************************************
 MR0351  DESIGNATION -  N 135
 MR0351  PID         -  MR0351
 MR0351  STATE/COUNTY-  UT/MORGAN
 MR0351  COUNTRY     -  US
 MR0351  USGS QUAD   -  DEVILS SLIDE (2017)
 MR0351
 MR0351                         *CURRENT SURVEY CONTROL
 MR0351  ______________________________________________________________________
 MR0351* NAD 83(1986) POSITION- 41 03 10.     (N) 111 35 51.     (W)   SCALED
 MR0351* NAVD 88 ORTHO HEIGHT -  1574.786 (meters)     5166.61  (feet) ADJUSTED
 MR0351  ______________________________________________________________________
 MR0351  GEOID HEIGHT    -        -16.021 (meters)                     GEOID18
 MR0351  DYNAMIC HEIGHT  -       1573.464 (meters)     5162.27  (feet) COMP
 MR0351  MODELED GRAVITY -    979,730.1   (mgal)                       NAVD 88
 MR0351
 MR0351  VERT ORDER      -  FIRST     CLASS II
 MR0351
 MR0351.The horizontal coordinates were scaled from a map and have
 MR0351.an estimated accuracy of +/- 6 seconds.
 MR0351
 MR0351.The orthometric height was determined by differential leveling and
 MR0351.adjusted by the NATIONAL GEODETIC SURVEY
 MR0351.in June 1991.
 MR0351
 MR0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0351.GEOID18 height accuracy estimate available here.
 MR0351
 MR0351.Click photographs - Photos may exist for this station.
 MR0351
 MR0351.The dynamic height is computed by dividing the NAVD 88
 MR0351.geopotential number by the normal gravity value computed on the
 MR0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0351.degrees latitude (g = 980.6199 gals.).
 MR0351
 MR0351.The modeled gravity was interpolated from observed gravity values.
 MR0351
 MR0351;                    North         East    Units  Estimated Accuracy
 MR0351;SPC UT N     - 1,079,900.      491,800.      MT  (+/- 180 meters Scaled)
 MR0351
 MR0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL497447(NAD 83)
 MR0351
 MR0351                          SUPERSEDED SURVEY CONTROL
 MR0351
 MR0351  NGVD 29 (??/??/92) 1573.576  (m)         5162.64   (f) SUPERSEDED  1 2
 MR0351  NGVD 29 (06/08/92) 1573.666  (m)         5162.94   (f) ADJUSTED    1 2
 MR0351
 MR0351.Superseded values are not recommended for survey control.
 MR0351
 MR0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0351.See file dsdata.pdf to determine how the superseded data were derived.
 MR0351
 MR0351_MARKER: DB = BENCH MARK DISK
 MR0351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0351_SP_SET: ABUTMENT
 MR0351_STAMPING: N 135 1958
 MR0351_MARK LOGO: CGS
 MR0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0351
 MR0351  HISTORY     - Date     Condition        Report By
 MR0351  HISTORY     - 1958     MONUMENTED       CGS
 MR0351  HISTORY     - 1983     GOOD             NGS
 MR0351
 MR0351                          STATION DESCRIPTION
 MR0351
 MR0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0351'3.25 MI W FROM DEVILS SLIDE.
 MR0351'ABOUT 3.25 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0351'STATION AT DEVILS SLIDE, 6 1/2 TELEPHONE POLES EAST OF MILE POST 964,
 MR0351'IN THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF BRIDGE
 MR0351'NUMBER 963.85, 0.15 MILE WEST OF THE WEST TUNNEL ENTRANCE, 11 FEET
 MR0351'NORTH OF THE NEAR RAIL, AND ABOUT 9 FEET BELOW THE TRACK.  NOTE-- THIS
 MR0351'MARK IS ABOUT 0.4 MILE EAST OF BENCH MARK M 135.
 MR0351
 MR0351                          STATION RECOVERY (1983)
 MR0351
 MR0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0351'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MR0351'FOLLOWING EXCEPTION, ADD THE SOUTH 1 OF 2 BRIDGES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0087 ***********************************************************************
 HO0087  DESIGNATION -  N 137
 HO0087  PID         -  HO0087
 HO0087  STATE/COUNTY-  UT/KANE
 HO0087  COUNTRY     -  US
 HO0087  USGS QUAD   -  JOHNSON LAKES (2017)
 HO0087
 HO0087                         *CURRENT SURVEY CONTROL
 HO0087  ______________________________________________________________________
 HO0087* NAD 83(1986) POSITION- 37 02 20.0    (N) 112 19 19.3    (W)   HD_HELD2
 HO0087* NAVD 88 ORTHO HEIGHT -  1585.070 (meters)     5200.35  (feet) ADJUSTED
 HO0087  ______________________________________________________________________
 HO0087  GEOID HEIGHT    -        -22.170 (meters)                     GEOID18
 HO0087  DYNAMIC HEIGHT  -       1583.213 (meters)     5194.26  (feet) COMP
 HO0087  MODELED GRAVITY -    979,403.8   (mgal)                       NAVD 88
 HO0087
 HO0087  VERT ORDER      -  FIRST     CLASS II
 HO0087
 HO0087.The horizontal coordinates were established by autonomous hand held GPS
 HO0087.observations and have an estimated accuracy of +/- 10 meters.
 HO0087
 HO0087.The orthometric height was determined by differential leveling and
 HO0087.adjusted by the NATIONAL GEODETIC SURVEY
 HO0087.in June 1991.
 HO0087
 HO0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0087.GEOID18 height accuracy estimate available here.
 HO0087
 HO0087.Click photographs - Photos may exist for this station.
 HO0087
 HO0087.The dynamic height is computed by dividing the NAVD 88
 HO0087.geopotential number by the normal gravity value computed on the
 HO0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0087.degrees latitude (g = 980.6199 gals.).
 HO0087
 HO0087.The modeled gravity was interpolated from observed gravity values.
 HO0087
 HO0087;                    North         East    Units  Estimated Accuracy
 HO0087;SPC UT S     - 3,041,632.      426,866.      MT  (+/- 10 meters HH2 GPS)
 HO0087
 HO0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG8242800003(NAD 83)
 HO0087
 HO0087                          SUPERSEDED SURVEY CONTROL
 HO0087
 HO0087  NGVD 29 (??/??/92) 1584.084  (m)         5197.12   (f) ADJ UNCH    1 2
 HO0087
 HO0087.Superseded values are not recommended for survey control.
 HO0087
 HO0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0087.See file dsdata.pdf to determine how the superseded data were derived.
 HO0087
 HO0087_MARKER: DB = BENCH MARK DISK
 HO0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0087_STAMPING: N 137 1962
 HO0087_MARK LOGO: CGS
 HO0087_PROJECTION: PROJECTING 8 CENTIMETERS
 HO0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0087+STABILITY: SURFACE MOTION
 HO0087
 HO0087  HISTORY     - Date     Condition        Report By
 HO0087  HISTORY     - 1962     MONUMENTED       CGS
 HO0087  HISTORY     - 1983     GOOD             NGS
 HO0087
 HO0087                          STATION DESCRIPTION
 HO0087
 HO0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0087'12.45 MI E FROM KANAB.
 HO0087'ABOUT 12.45 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY
 HO0087'SAINTS CHURCH AT KANAB, 12 FEET EAST OF THE CENTER OF A METAL FRAME
 HO0087'GATE AND ENTRANCE TO A PASTURE, 2 FEET SOUTH OF A FENCE, 76 FEET EAST
 HO0087'OF A TELEPHONE POLE NUMBERED 210, 148 FEET NORTH OF THE CENTER LINE OF
 HO0087'THE HIGHWAY, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET
 HO0087'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HO0087'PROJECTING 5 INCHES.
 HO0087
 HO0087                          STATION RECOVERY (1983)
 HO0087
 HO0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0087'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  19.4 KM
 HO0087'(12.1 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0087'SAINTS IN KANAB, 4.0 KM (2.5 MI) EAST OF THE T-JUNCTION OF JOHNSON
 HO0087'CANYON ROAD, 0.6 KM (0.4 MI) WEST OF MILEPOST 52, 45.1 METERS (148 FT)
 HO0087'NORTH OF THE HIGHWAY CENTERLINE, 3.6 METERS (12 FT) EAST OF THE CENTER
 HO0087'OF A FIELD ENTRANCE ROAD, 1.5 METERS (5 FT) EAST OF THE EAST GATE POST
 HO0087'FOR A STEEL PIPE GATE, 0.6 METER (2 FT) SOUTH OF THE RIGHT OF WAY
 HO0087'FENCE.
 HO0087'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 HO0087'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0106 ***********************************************************************
 HO0106  DESIGNATION -  N 138
 HO0106  PID         -  HO0106
 HO0106  STATE/COUNTY-  UT/KANE
 HO0106  COUNTRY     -  US
 HO0106  USGS QUAD   -  EIGHTMILE PASS (2017)
 HO0106
 HO0106                         *CURRENT SURVEY CONTROL
 HO0106  ______________________________________________________________________
 HO0106* NAD 83(1986) POSITION- 37 09 34.7    (N) 112 02 53.0    (W)   HD_HELD2
 HO0106* NAVD 88 ORTHO HEIGHT -  1658.765 (meters)     5442.13  (feet) ADJUSTED
 HO0106  ______________________________________________________________________
 HO0106  GEOID HEIGHT    -        -22.186 (meters)                     GEOID18
 HO0106  DYNAMIC HEIGHT  -       1656.808 (meters)     5435.71  (feet) COMP
 HO0106  MODELED GRAVITY -    979,393.1   (mgal)                       NAVD 88
 HO0106
 HO0106  VERT ORDER      -  FIRST     CLASS II
 HO0106
 HO0106.The horizontal coordinates were established by autonomous hand held GPS
 HO0106.observations and have an estimated accuracy of +/- 10 meters.
 HO0106
 HO0106.The orthometric height was determined by differential leveling and
 HO0106.adjusted by the NATIONAL GEODETIC SURVEY
 HO0106.in June 1991.
 HO0106
 HO0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0106.GEOID18 height accuracy estimate available here.
 HO0106
 HO0106.Click photographs - Photos may exist for this station.
 HO0106
 HO0106.The dynamic height is computed by dividing the NAVD 88
 HO0106.geopotential number by the normal gravity value computed on the
 HO0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0106.degrees latitude (g = 980.6199 gals.).
 HO0106
 HO0106.The modeled gravity was interpolated from observed gravity values.
 HO0106
 HO0106;                    North         East    Units  Estimated Accuracy
 HO0106;SPC UT S     - 3,054,855.      451,319.      MT  (+/- 10 meters HH2 GPS)
 HO0106
 HO0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0694213096(NAD 83)
 HO0106
 HO0106                          SUPERSEDED SURVEY CONTROL
 HO0106
 HO0106  NGVD 29 (??/??/92) 1657.729  (m)         5438.73   (f) ADJ UNCH    1 2
 HO0106
 HO0106.Superseded values are not recommended for survey control.
 HO0106
 HO0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0106.See file dsdata.pdf to determine how the superseded data were derived.
 HO0106
 HO0106_MARKER: DB = BENCH MARK DISK
 HO0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0106_STAMPING: N 138 1962
 HO0106_MARK LOGO: CGS
 HO0106_PROJECTION: PROJECTING 10 CENTIMETERS
 HO0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0106+STABILITY: SURFACE MOTION
 HO0106
 HO0106  HISTORY     - Date     Condition        Report By
 HO0106  HISTORY     - 1962     MONUMENTED       CGS
 HO0106  HISTORY     - 1983     GOOD             NGS
 HO0106
 HO0106                          STATION DESCRIPTION
 HO0106
 HO0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0106'30.8 MI E FROM KANAB.
 HO0106'ABOUT 30.8 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY SAINTS
 HO0106'CHURCH AT KANAB, 0.45 MILE NORTHEAST OF MILEPOST NUMBER 30, 238 FEET
 HO0106'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTHEAST OF A
 HO0106'FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 HO0106'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 HO0106'INCHES.
 HO0106
 HO0106                          STATION RECOVERY (1983)
 HO0106
 HO0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0106'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  48.45 KM
 HO0106'(30.25 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0106'SAINTS IN KANAB, 4.8 KM (3.0 MI) NORTHEAST OF THE BRIDGE OVER THE
 HO0106'KITCHEN CORRAL WASH, 0.3 KM (0.2 MI) SOUTHWEST OF MILEPOST 34, AT THE
 HO0106'SOUTHWEST END OF A BORROW PIT, 72.5 METERS (238 FT) NORTHWEST OF THE
 HO0106'HIGHWAY CENTERLINE, 0.6 METER (2 FT) SOUTHEAST OF THE RIGHT OF WAY
 HO0106'FENCE.
 HO0106'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 HO0106'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0534 ***********************************************************************
 HN0534  DESIGNATION -  N 139
 HN0534  PID         -  HN0534
 HN0534  STATE/COUNTY-  UT/KANE
 HN0534  COUNTRY     -  US
 HN0534  USGS QUAD   -  BRIDGER POINT (2017)
 HN0534
 HN0534                         *CURRENT SURVEY CONTROL
 HN0534  ______________________________________________________________________
 HN0534* NAD 83(1986) POSITION- 37 05 41.5    (N) 111 45 28.7    (W)   HD_HELD2
 HN0534* NAVD 88 ORTHO HEIGHT -  1379.742 (meters)     4526.70  (feet) ADJUSTED
 HN0534  ______________________________________________________________________
 HN0534  GEOID HEIGHT    -        -22.951 (meters)                     GEOID18
 HN0534  DYNAMIC HEIGHT  -       1378.163 (meters)     4521.52  (feet) COMP
 HN0534  MODELED GRAVITY -    979,439.0   (mgal)                       NAVD 88
 HN0534
 HN0534  VERT ORDER      -  FIRST     CLASS II
 HN0534
 HN0534.The horizontal coordinates were established by autonomous hand held GPS
 HN0534.observations and have an estimated accuracy of +/- 10 meters.
 HN0534
 HN0534.The orthometric height was determined by differential leveling and
 HN0534.adjusted by the NATIONAL GEODETIC SURVEY
 HN0534.in June 1991.
 HN0534
 HN0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0534.GEOID18 height accuracy estimate available here.
 HN0534
 HN0534.Click photographs - Photos may exist for this station.
 HN0534
 HN0534.The dynamic height is computed by dividing the NAVD 88
 HN0534.geopotential number by the normal gravity value computed on the
 HN0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0534.degrees latitude (g = 980.6199 gals.).
 HN0534
 HN0534.The modeled gravity was interpolated from observed gravity values.
 HN0534
 HN0534;                    North         East    Units  Estimated Accuracy
 HN0534;SPC UT S     - 3,047,554.      477,066.      MT  (+/- 10 meters HH2 GPS)
 HN0534
 HN0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG3264105664(NAD 83)
 HN0534
 HN0534                          SUPERSEDED SURVEY CONTROL
 HN0534
 HN0534  NGVD 29 (??/??/92) 1378.803  (m)         4523.62   (f) ADJ UNCH    1 2
 HN0534
 HN0534.Superseded values are not recommended for survey control.
 HN0534
 HN0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0534.See file dsdata.pdf to determine how the superseded data were derived.
 HN0534
 HN0534_MARKER: DB = BENCH MARK DISK
 HN0534_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HN0534_SP_SET: CULVERT HEADWALL
 HN0534_STAMPING: N 139 1962
 HN0534_MARK LOGO: CGS
 HN0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0534+STABILITY: SURFACE MOTION
 HN0534
 HN0534  HISTORY     - Date     Condition        Report By
 HN0534  HISTORY     - 1962     MONUMENTED       CGS
 HN0534  HISTORY     - 1983     GOOD             NGS
 HN0534
 HN0534                          STATION DESCRIPTION
 HN0534
 HN0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0534'20.65 MI W FROM PAGE, AZ.
 HN0534'ABOUT 20.65 MILES WEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END OF
 HN0534'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  78 FEET EAST OF MILEPOST
 HN0534'NUMBER 52, 37 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.6 FOOT
 HN0534'WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 HN0534'HIGHWAY, AND SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A
 HN0534'METAL CULVERT.
 HN0534
 HN0534                          STATION RECOVERY (1983)
 HN0534
 HN0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0534'RECOVERED IN GOOD CONDITION.  OMIT--78 FT EAST OF MILEPOST 52.
 HN0534'ADD--0.32 KM (0.2 MI) EAST OF MILEPOST 13.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0215 ***********************************************************************
 JM0215  DESIGNATION -  N 14
 JM0215  PID         -  JM0215
 JM0215  STATE/COUNTY-  UT/GRAND
 JM0215  COUNTRY     -  US
 JM0215  USGS QUAD   -  CISCO (2017)
 JM0215
 JM0215                         *CURRENT SURVEY CONTROL
 JM0215  ______________________________________________________________________
 JM0215* NAD 83(1986) POSITION- 38 58 02.     (N) 109 20 11.     (W)   SCALED
 JM0215* NAVD 88 ORTHO HEIGHT -  1323.010 (meters)     4340.58  (feet) POSTED
 JM0215  ______________________________________________________________________
 JM0215  GEOID HEIGHT    -        -19.407 (meters)                     GEOID18
 JM0215  DYNAMIC HEIGHT  -       1321.72  (meters)     4336.3   (feet) COMP
 JM0215  MODELED GRAVITY -    979,604.5   (mgal)                       NAVD 88
 JM0215
 JM0215  VERT ORDER      -  * POSTED, SEE BELOW
 JM0215
 JM0215.The horizontal coordinates were scaled from a map and have
 JM0215.an estimated accuracy of +/- 6 seconds.
 JM0215
 JM0215.The orthometric height was determined by differential leveling
 JM0215.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JM0215
 JM0215.* This is a POSTED BENCH MARK height.
 JM0215
 JM0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0215.GEOID18 height accuracy estimate available here.
 JM0215
 JM0215.Click photographs - Photos may exist for this station.
 JM0215
 JM0215.The dynamic height is computed by dividing the NAVD 88
 JM0215.geopotential number by the normal gravity value computed on the
 JM0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0215.degrees latitude (g = 980.6199 gals.).
 JM0215
 JM0215.The modeled gravity was interpolated from observed gravity values.
 JM0215
 JM0215;                    North         East    Units  Estimated Accuracy
 JM0215;SPC UT C     - 2,072,640.      687,500.      MT  (+/- 180 meters Scaled)
 JM0215
 JM0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ441144(NAD 83)
 JM0215
 JM0215                          SUPERSEDED SURVEY CONTROL
 JM0215
 JM0215  NGVD 29 (??/??/92) 1321.990  (m)         4337.23   (f) ADJ UNCH    1 2
 JM0215
 JM0215.Superseded values are not recommended for survey control.
 JM0215
 JM0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0215.See file dsdata.pdf to determine how the superseded data were derived.
 JM0215
 JM0215_MARKER: DB = BENCH MARK DISK
 JM0215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JM0215_SP_SET: ABUTMENT
 JM0215_STAMPING: 4337.229 N 14 1927
 JM0215_MARK LOGO: CGS
 JM0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JM0215
 JM0215  HISTORY     - Date     Condition        Report By
 JM0215  HISTORY     - 1927     MONUMENTED       CGS
 JM0215  HISTORY     - 1957     MARK NOT FOUND   USGS
 JM0215
 JM0215                          STATION DESCRIPTION
 JM0215
 JM0215'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 JM0215'0.8 MI W FROM CISCO.
 JM0215'0.8 MILE WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JM0215'CISCO, GRAND COUNTY, AT BRIDGE 505 A OVER CISCO WASH, IN THE TOP OF
 JM0215'THE EAST ABUTMENT, AND 8 FEET NORTH OF THE CENTERLINE OF THE TRACK. A
 JM0215'STANDARD DISK, STAMPED 4337.229 N 14 1927.  NOTE-- PROBABLY COVERED BY
 JM0215'NEW CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0080 ***********************************************************************
 HN0080  DESIGNATION -  N 140
 HN0080  PID         -  HN0080
 HN0080  STATE/COUNTY-  UT/SAN JUAN
 HN0080  COUNTRY     -  US
 HN0080  USGS QUAD   -  FRY SPRING (2017)
 HN0080
 HN0080                         *CURRENT SURVEY CONTROL
 HN0080  ______________________________________________________________________
 HN0080* NAD 83(1986) POSITION- 37 30 10.     (N) 110 07 54.     (W)   SCALED
 HN0080* NAVD 88 ORTHO HEIGHT -  1665.636 (meters)     5464.67  (feet) ADJUSTED
 HN0080  ______________________________________________________________________
 HN0080  GEOID HEIGHT    -        -20.552 (meters)                     GEOID18
 HN0080  DYNAMIC HEIGHT  -       1663.732 (meters)     5458.43  (feet) COMP
 HN0080  MODELED GRAVITY -    979,428.3   (mgal)                       NAVD 88
 HN0080
 HN0080  VERT ORDER      -  FIRST     CLASS II
 HN0080
 HN0080.The horizontal coordinates were scaled from a map and have
 HN0080.an estimated accuracy of +/- 6 seconds.
 HN0080
 HN0080.The orthometric height was determined by differential leveling and
 HN0080.adjusted by the NATIONAL GEODETIC SURVEY
 HN0080.in June 1991.
 HN0080
 HN0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0080.GEOID18 height accuracy estimate available here.
 HN0080
 HN0080.Click photographs - Photos may exist for this station.
 HN0080
 HN0080.The dynamic height is computed by dividing the NAVD 88
 HN0080.geopotential number by the normal gravity value computed on the
 HN0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0080.degrees latitude (g = 980.6199 gals.).
 HN0080
 HN0080.The modeled gravity was interpolated from observed gravity values.
 HN0080
 HN0080;                    North         East    Units  Estimated Accuracy
 HN0080;SPC UT S     - 3,093,680.      620,980.      MT  (+/- 180 meters Scaled)
 HN0080
 HN0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG767510(NAD 83)
 HN0080
 HN0080                          SUPERSEDED SURVEY CONTROL
 HN0080
 HN0080  NGVD 29 (??/??/92) 1664.613  (m)         5461.32   (f) ADJ UNCH    1 2
 HN0080
 HN0080.Superseded values are not recommended for survey control.
 HN0080
 HN0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0080.See file dsdata.pdf to determine how the superseded data were derived.
 HN0080
 HN0080_MARKER: DB = BENCH MARK DISK
 HN0080_SETTING: 66 = SET IN ROCK OUTCROP
 HN0080_STAMPING: N 140 1962
 HN0080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0080+STABILITY: POSITION/ELEVATION WELL
 HN0080
 HN0080  HISTORY     - Date     Condition        Report By
 HN0080  HISTORY     - 1962     MONUMENTED       CGS
 HN0080  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0080  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0080
 HN0080                          STATION DESCRIPTION
 HN0080
 HN0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0080'20.6 MI S FROM FRY CANYON.
 HN0080'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0080'AT FRY CANYON.  THENCE 8.1 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 HN0080'100 FEET EAST OF THE CENTERLINE OF A SMALL SHALLOW WASH, 31 FEET
 HN0080'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 25.5 FEET WEST-SOUTHWEST OF A
 HN0080'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET
 HN0080'IN THE TOP OF ROCK OUTCROP FLUSH WITH THE GROUND.
 HN0080
 HN0080                          STATION RECOVERY (1982)
 HN0080
 HN0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0080'MARK NOT FOUND.
 HN0080
 HN0080                          STATION RECOVERY (1982)
 HN0080
 HN0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0080'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0156 ***********************************************************************
 HN0156  DESIGNATION -  N 141
 HN0156  PID         -  HN0156
 HN0156  STATE/COUNTY-  UT/SAN JUAN
 HN0156  COUNTRY     -  US
 HN0156  USGS QUAD   -  MIKES MESA (2017)
 HN0156
 HN0156                         *CURRENT SURVEY CONTROL
 HN0156  ______________________________________________________________________
 HN0156* NAD 83(2011) POSITION- 37 18 26.66272(N) 110 22 33.79751(W)   ADJUSTED
 HN0156* NAD 83(2011) ELLIP HT-  1167.935 (meters)        (06/27/12)   ADJUSTED
 HN0156* NAD 83(2011) EPOCH   -  2010.00
 HN0156* NAVD 88 ORTHO HEIGHT -  1189.698 (meters)     3903.20  (feet) ADJUSTED
 HN0156  ______________________________________________________________________
 HN0156  GEOID HEIGHT    -        -21.743 (meters)                     GEOID18
 HN0156  NAD 83(2011) X  - -1,768,866.506 (meters)                     COMP
 HN0156  NAD 83(2011) Y  - -4,762,429.760 (meters)                     COMP
 HN0156  NAD 83(2011) Z  -  3,845,292.166 (meters)                     COMP
 HN0156  LAPLACE CORR    -          2.19  (seconds)                    DEFLEC18
 HN0156  DYNAMIC HEIGHT  -       1188.412 (meters)     3898.98  (feet) COMP
 HN0156  MODELED GRAVITY -    979,509.8   (mgal)                       NAVD 88
 HN0156
 HN0156  VERT ORDER      -  FIRST     CLASS II
 HN0156
 HN0156  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HN0156  Standards:
 HN0156         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HN0156            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HN0156  -------------------------------------------------------------------
 HN0156  NETWORK    0.53   1.47           0.24   0.19   0.75      0.10847329
 HN0156  -------------------------------------------------------------------
 HN0156  Click here for local accuracies and other accuracy information.
 HN0156
 HN0156.The horizontal coordinates were established by GPS observations
 HN0156.and adjusted by the National Geodetic Survey in June 2012.
 HN0156
 HN0156.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HN0156.been affixed to the stable North American tectonic plate. See 
 HN0156.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HN0156
 HN0156.The horizontal coordinates are valid at the epoch date displayed above
 HN0156.which is a decimal equivalence of Year/Month/Day.
 HN0156
 HN0156.The orthometric height was determined by differential leveling and
 HN0156.adjusted by the NATIONAL GEODETIC SURVEY
 HN0156.in June 1991.
 HN0156
 HN0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0156.GEOID18 height accuracy estimate available here.
 HN0156
 HN0156.Click photographs - Photos may exist for this station.
 HN0156
 HN0156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HN0156
 HN0156.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0156
 HN0156.The ellipsoidal height was determined by GPS observations
 HN0156.and is referenced to NAD 83.
 HN0156
 HN0156.The dynamic height is computed by dividing the NAVD 88
 HN0156.geopotential number by the normal gravity value computed on the
 HN0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0156.degrees latitude (g = 980.6199 gals.).
 HN0156
 HN0156.The modeled gravity was interpolated from observed gravity values.
 HN0156
 HN0156. The following values were computed from the NAD 83(2011) position.
 HN0156
 HN0156;                    North         East     Units Scale Factor Converg.
 HN0156;SPC UT S     - 3,071,710.111   599,636.219   MT  0.99998568   +0 41 19.1
 HN0156;SPC UT S     -10,077,768.92  1,967,306.50   sFT  0.99998568   +0 41 19.1
 HN0156;UTM  12      - 4,129,157.314   555,292.185   MT  0.99963766   +0 22 41.4
 HN0156
 HN0156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0156!SPC UT S     -   0.99981675  x   0.99998568  =   0.99980244
 HN0156!UTM  12      -   0.99981675  x   0.99963766  =   0.99945448
 HN0156
 HN0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG5529229157(NAD 83)
 HN0156
 HN0156                          SUPERSEDED SURVEY CONTROL
 HN0156
 HN0156  NAD 83(2007)-  37 18 26.66214(N)    110 22 33.79788(W) AD(2002.00) 0
 HN0156  ELLIP H (02/10/07) 1167.959  (m)                       GP(2002.00)    
 HN0156  NAD 83(1994)-  37 18 26.66190(N)    110 22 33.79759(W) AD(       ) B
 HN0156  ELLIP H (05/31/05) 1167.966  (m)                       GP(       ) 3 2
 HN0156  NAVD 88            1189.70   (m)         3903.2    (f) LEVELING    3  
 HN0156  NGVD 29 (??/??/92) 1188.807  (m)         3900.28   (f) ADJ UNCH    1 2
 HN0156
 HN0156.Superseded values are not recommended for survey control.
 HN0156
 HN0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0156.See file dsdata.pdf to determine how the superseded data were derived.
 HN0156
 HN0156_MARKER: DB = BENCH MARK DISK
 HN0156_SETTING: 66 = SET IN ROCK OUTCROP
 HN0156_STAMPING: N 141 1962
 HN0156_MARK LOGO: CGS
 HN0156_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HN0156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0156+STABILITY: POSITION/ELEVATION WELL
 HN0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0156+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2012
 HN0156
 HN0156  HISTORY     - Date     Condition        Report By
 HN0156  HISTORY     - 1962     MONUMENTED       CGS
 HN0156  HISTORY     - 20040915 GOOD             NGS
 HN0156  HISTORY     - 20120906 GOOD             GEOCAC
 HN0156
 HN0156                          STATION DESCRIPTION
 HN0156
 HN0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0156'42.0 MI S FROM FRY CANYON.
 HN0156'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH STATE HIGHWAY 95 FROM THE POST
 HN0156'OFFICE AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT
 HN0156'ROAD.  THENCE 10.0 MILES SOUTHWEST ALONG A BULLDOZED ROAD LEADING TO
 HN0156'THE SAN JUAN RIVER, 367 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE
 HN0156'ROAD, 161 FEET EAST-SOUTHEAST OF A METAL WITNESS POST, 3 1/2 FEET EAST
 HN0156'OF A ROCK CAIRN, ABOUT 5 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN
 HN0156'THE TOP OF A LARGE FLAT ROCK OUTCROP THAT PROJECTS ABOUT 7 INCHES.
 HN0156
 HN0156                          STATION RECOVERY (2004)
 HN0156
 HN0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 HN0156'RECOVERED AS DESCRIBED
 HN0156
 HN0156                          STATION RECOVERY (2012)
 HN0156
 HN0156'RECOVERY NOTE BY GEOCACHING 2012 (BA)
 HN0156'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0183 ***********************************************************************
 HN0183  DESIGNATION -  N 142
 HN0183  PID         -  HN0183
 HN0183  STATE/COUNTY-  UT/SAN JUAN
 HN0183  COUNTRY     -  US
 HN0183  USGS QUAD   -  GOULDING (2017)
 HN0183
 HN0183                         *CURRENT SURVEY CONTROL
 HN0183  ______________________________________________________________________
 HN0183* NAD 83(1986) POSITION- 37 00 58.     (N) 110 12 00.     (W)   SCALED
 HN0183* NAVD 88 ORTHO HEIGHT -  1565.367 (meters)     5135.71  (feet) ADJUSTED
 HN0183  ______________________________________________________________________
 HN0183  GEOID HEIGHT    -        -20.971 (meters)                     GEOID18
 HN0183  DYNAMIC HEIGHT  -       1563.568 (meters)     5129.81  (feet) COMP
 HN0183  MODELED GRAVITY -    979,426.8   (mgal)                       NAVD 88
 HN0183
 HN0183  VERT ORDER      -  FIRST     CLASS II
 HN0183
 HN0183.The horizontal coordinates were scaled from a map and have
 HN0183.an estimated accuracy of +/- 6 seconds.
 HN0183
 HN0183.The orthometric height was determined by differential leveling and
 HN0183.adjusted by the NATIONAL GEODETIC SURVEY
 HN0183.in June 1991.
 HN0183
 HN0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0183.GEOID18 height accuracy estimate available here.
 HN0183
 HN0183.Click photographs - Photos may exist for this station.
 HN0183
 HN0183.The dynamic height is computed by dividing the NAVD 88
 HN0183.geopotential number by the normal gravity value computed on the
 HN0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0183.degrees latitude (g = 980.6199 gals.).
 HN0183
 HN0183.The modeled gravity was interpolated from observed gravity values.
 HN0183
 HN0183;                    North         East    Units  Estimated Accuracy
 HN0183;SPC UT S     - 3,039,590.      615,690.      MT  (+/- 180 meters Scaled)
 HN0183
 HN0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF711969(NAD 83)
 HN0183
 HN0183                          SUPERSEDED SURVEY CONTROL
 HN0183
 HN0183  NGVD 29 (??/??/92) 1564.460  (m)         5132.73   (f) ADJ UNCH    1 2
 HN0183
 HN0183.Superseded values are not recommended for survey control.
 HN0183
 HN0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0183.See file dsdata.pdf to determine how the superseded data were derived.
 HN0183
 HN0183_MARKER: DB = BENCH MARK DISK
 HN0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0183_STAMPING: N 142 1962
 HN0183_MARK LOGO: CGS
 HN0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0183+STABILITY: SURFACE MOTION
 HN0183
 HN0183  HISTORY     - Date     Condition        Report By
 HN0183  HISTORY     - 1962     MONUMENTED       CGS
 HN0183  HISTORY     - 1982     GOOD             USGS
 HN0183  HISTORY     - 1982     GOOD             USGS
 HN0183  HISTORY     - 1983     GOOD             NGS
 HN0183  HISTORY     - 19860213 MARK NOT FOUND   USGS
 HN0183
 HN0183                          STATION DESCRIPTION
 HN0183
 HN0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0183'0.85 MI N FROM GOULDING TR POST.
 HN0183'ABOUT 0.85 MILE NORTH ALONG A DIRT ROAD FROM GOULDINGS TRADING POST IN
 HN0183'UTAH, AT THE MONUMENT VALLEY LANDING STRIP, 94 FEET EAST OF THE
 HN0183'CENTERLINE OF THE LANDING STRIP OR RUNWAY, 9 FEET WEST OF A WINDSOCK,
 HN0183'2.3 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RUNWAY,
 HN0183'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 HN0183
 HN0183                          STATION RECOVERY (1982)
 HN0183
 HN0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0183'FROM THE TRADING POST AT OLJETO, N. 2.3 MI ALONG PAVED RD. TO A
 HN0183'BLADED RD LEADING TO COPPER CANYON, WNW ALONG BLADED RD. 8.6 MI TO A
 HN0183'Y-RD. N., LEADING TO PIUTE FARMS, N. ALONG RD. 4.85 MI AND TO BM. BM
 HN0183'IS 34 FT E. OF A METAL WITNESS POST, 30 FT W. OF THE CENTERLINE OF
 HN0183'THE RD, 20 FT SSW. OF A ROCK CAIRN, IN THE NE. CORNER OF THE NW
 HN0183'QUARTER OF SECTION. 36, T. 41 S., R. 13 E., A STANDARD DISK SET IN
 HN0183'TOP OF A SANDSTONE OUTCROP.
 HN0183
 HN0183                          STATION RECOVERY (1982)
 HN0183
 HN0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0183'FROM THE TRADING POST AT OLJETO, N. 2.3 MI ALONG PAVED RD. TO A
 HN0183'BLADED RD LEADING TO COPPER CANYON, WNW ALONG BLADED RD. 8.6 MI TO A
 HN0183'Y-RD. N., LEADING TO PIUTE FARMS, N. ALONG RD. 4.85 MI AND TO BM. BM
 HN0183'IS 34 FT E. OF A METAL WITNESS POST, 30 FT W. OF THE CENTERLINE OF
 HN0183'THE RD, 20 FT SSW. OF A ROCK CAIRN, IN THE NE. CORNER OF THE NW
 HN0183'QUARTER OF SECTION. 36, T. 41 S., R. 13 E., A STANDARD DISK SET IN
 HN0183'TOP OF A SANDSTONE OUTCROP.
 HN0183
 HN0183                          STATION RECOVERY (1983)
 HN0183
 HN0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0183'RECOVERED IN GOOD CONDITION, NOT LEVELED DURING THIS SURVEY.
 HN0183
 HN0183                          STATION RECOVERY (1986)
 HN0183
 HN0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RV)
 HN0183'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0550 ***********************************************************************
 HN0550  DESIGNATION -  N 143
 HN0550  PID         -  HN0550
 HN0550  STATE/COUNTY-  UT/KANE
 HN0550  COUNTRY     -  US
 HN0550  USGS QUAD   -  LONE ROCK (2017)
 HN0550
 HN0550                         *CURRENT SURVEY CONTROL
 HN0550  ______________________________________________________________________
 HN0550* NAD 83(1986) POSITION- 37 02 40.     (N) 111 35 57.     (W)   SCALED
 HN0550* NAVD 88 ORTHO HEIGHT -  1133.774 (meters)     3719.72  (feet) ADJUSTED
 HN0550  ______________________________________________________________________
 HN0550  GEOID HEIGHT    -        -23.353 (meters)                     GEOID18
 HN0550  DYNAMIC HEIGHT  -       1132.500 (meters)     3715.54  (feet) COMP
 HN0550  MODELED GRAVITY -    979,469.9   (mgal)                       NAVD 88
 HN0550
 HN0550  VERT ORDER      -  FIRST     CLASS II
 HN0550
 HN0550.The horizontal coordinates were scaled from a map and have
 HN0550.an estimated accuracy of +/- 6 seconds.
 HN0550
 HN0550.The orthometric height was determined by differential leveling and
 HN0550.adjusted by the NATIONAL GEODETIC SURVEY
 HN0550.in June 1991.
 HN0550
 HN0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0550.GEOID18 height accuracy estimate available here.
 HN0550
 HN0550.Click photographs - Photos may exist for this station.
 HN0550
 HN0550.The dynamic height is computed by dividing the NAVD 88
 HN0550.geopotential number by the normal gravity value computed on the
 HN0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0550.degrees latitude (g = 980.6199 gals.).
 HN0550
 HN0550.The modeled gravity was interpolated from observed gravity values.
 HN0550
 HN0550;                    North         East    Units  Estimated Accuracy
 HN0550;SPC UT S     - 3,041,930.      491,180.      MT  (+/- 180 meters Scaled)
 HN0550
 HN0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF467999(NAD 83)
 HN0550
 HN0550                          SUPERSEDED SURVEY CONTROL
 HN0550
 HN0550  NGVD 29 (??/??/92) 1132.868  (m)         3716.75   (f) ADJ UNCH    1 2
 HN0550
 HN0550.Superseded values are not recommended for survey control.
 HN0550
 HN0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0550.See file dsdata.pdf to determine how the superseded data were derived.
 HN0550
 HN0550_MARKER: DB = BENCH MARK DISK
 HN0550_SETTING: 66 = SET IN ROCK OUTCROP
 HN0550_STAMPING: N 143 1962
 HN0550_MARK LOGO: CGS
 HN0550_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0550+STABILITY: POSITION/ELEVATION WELL
 HN0550
 HN0550  HISTORY     - Date     Condition        Report By
 HN0550  HISTORY     - 1962     MONUMENTED       CGS
 HN0550
 HN0550                          STATION DESCRIPTION
 HN0550
 HN0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0550'13.3 MI NW FROM PAGE, AZ.
 HN0550'ABOUT 11.6 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 HN0550'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 1.1 MILES EAST
 HN0550'ALONG A DIRT ROAD AND ACROSS WAHWEAP CREEK TO THE NORTHEAST BANK OF
 HN0550'WAHWEAP CREEK.  THENCE 0.6 MILE SOUTHEAST ALONG THE NORTHEAST CANYON
 HN0550'WALL OF WAHWEAP CREEK, ABOUT 300 FEET WEST OF THE MOUTH OF A SMALL
 HN0550'CANYON, 16.3 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET IN THE
 HN0550'BASE OF A ROCK SLOPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0401 ***********************************************************************
 HN0401  DESIGNATION -  N 144
 HN0401  PID         -  HN0401
 HN0401  STATE/COUNTY-  UT/KANE
 HN0401  COUNTRY     -  US
 HN0401  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0401
 HN0401                         *CURRENT SURVEY CONTROL
 HN0401  ______________________________________________________________________
 HN0401* NAD 83(1986) POSITION- 37 03 40.     (N) 111 26 11.     (W)   SCALED
 HN0401* NAVD 88 ORTHO HEIGHT -  1130.041 (meters)     3707.48  (feet) ADJUSTED
 HN0401  ______________________________________________________________________
 HN0401  GEOID HEIGHT    -        -23.389 (meters)                     GEOID18
 HN0401  DYNAMIC HEIGHT  -       1128.761 (meters)     3703.28  (feet) COMP
 HN0401  MODELED GRAVITY -    979,460.9   (mgal)                       NAVD 88
 HN0401
 HN0401  VERT ORDER      -  FIRST     CLASS II
 HN0401
 HN0401.The horizontal coordinates were scaled from a map and have
 HN0401.an estimated accuracy of +/- 6 seconds.
 HN0401
 HN0401.The orthometric height was determined by differential leveling and
 HN0401.adjusted by the NATIONAL GEODETIC SURVEY
 HN0401.in June 1991.
 HN0401
 HN0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0401.GEOID18 height accuracy estimate available here.
 HN0401
 HN0401.Click photographs - Photos may exist for this station.
 HN0401
 HN0401.The dynamic height is computed by dividing the NAVD 88
 HN0401.geopotential number by the normal gravity value computed on the
 HN0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0401.degrees latitude (g = 980.6199 gals.).
 HN0401
 HN0401.The modeled gravity was interpolated from observed gravity values.
 HN0401
 HN0401;                    North         East    Units  Estimated Accuracy
 HN0401;SPC UT S     - 3,043,780.      505,660.      MT  (+/- 180 meters Scaled)
 HN0401
 HN0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG612017(NAD 83)
 HN0401
 HN0401                          SUPERSEDED SURVEY CONTROL
 HN0401
 HN0401  NGVD 29 (??/??/92) 1129.134  (m)         3704.50   (f) ADJ UNCH    1 2
 HN0401
 HN0401.Superseded values are not recommended for survey control.
 HN0401
 HN0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0401.See file dsdata.pdf to determine how the superseded data were derived.
 HN0401
 HN0401_MARKER: DB = BENCH MARK DISK
 HN0401_SETTING: 66 = SET IN ROCK OUTCROP
 HN0401_STAMPING: N 144 1962
 HN0401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0401+STABILITY: POSITION/ELEVATION WELL
 HN0401
 HN0401  HISTORY     - Date     Condition        Report By
 HN0401  HISTORY     - 1962     MONUMENTED       CGS
 HN0401
 HN0401                          STATION DESCRIPTION
 HN0401
 HN0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0401'16.45 MI SE FROM GLEN CANYON CITY.
 HN0401'ABOUT 10.3 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0401'SERVICE STATION ON U.S. HIGHWAY 89 AT GLEN CANYON CITY.  THENCE 6.15
 HN0401'MILES SOUTHEAST ACROSS COUNTRY.  ABOUT 0.1 MILE SOUTHEAST OF A POINT
 HN0401'IN A CLIFF, ABOUT 100 YARDS SOUTH OF THE BASE OF THE CLIFF, SET IN THE
 HN0401'TOP OF A ROCK KNOLL, 300 FEET NORTHEAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0201 ***********************************************************************
 HN0201  DESIGNATION -  N 145
 HN0201  PID         -  HN0201
 HN0201  STATE/COUNTY-  UT/KANE
 HN0201  COUNTRY     -  US
 HN0201  USGS QUAD   -  DAVIS GULCH (2017)
 HN0201
 HN0201                         *CURRENT SURVEY CONTROL
 HN0201  ______________________________________________________________________
 HN0201* NAD 83(1986) POSITION- 37 15 28.     (N) 110 59 37.     (W)   SCALED
 HN0201* NAVD 88 ORTHO HEIGHT -  1349.599 (meters)     4427.81  (feet) ADJUSTED
 HN0201  ______________________________________________________________________
 HN0201  GEOID HEIGHT    -        -22.694 (meters)                     GEOID18
 HN0201  DYNAMIC HEIGHT  -       1347.998 (meters)     4422.56  (feet) COMP
 HN0201  MODELED GRAVITY -    979,399.5   (mgal)                       NAVD 88
 HN0201
 HN0201  VERT ORDER      -  FIRST     CLASS II
 HN0201
 HN0201.The horizontal coordinates were scaled from a map and have
 HN0201.an estimated accuracy of +/- 6 seconds.
 HN0201
 HN0201.The orthometric height was determined by differential leveling and
 HN0201.adjusted by the NATIONAL GEODETIC SURVEY
 HN0201.in June 1991.
 HN0201
 HN0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0201.GEOID18 height accuracy estimate available here.
 HN0201
 HN0201.Click photographs - Photos may exist for this station.
 HN0201
 HN0201.The dynamic height is computed by dividing the NAVD 88
 HN0201.geopotential number by the normal gravity value computed on the
 HN0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0201.degrees latitude (g = 980.6199 gals.).
 HN0201
 HN0201.The modeled gravity was interpolated from observed gravity values.
 HN0201
 HN0201;                    North         East    Units  Estimated Accuracy
 HN0201;SPC UT S     - 3,065,730.      544,920.      MT  (+/- 180 meters Scaled)
 HN0201
 HN0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG005234(NAD 83)
 HN0201
 HN0201                          SUPERSEDED SURVEY CONTROL
 HN0201
 HN0201  NGVD 29 (??/??/92) 1348.535  (m)         4424.32   (f) ADJ UNCH    1 2
 HN0201
 HN0201.Superseded values are not recommended for survey control.
 HN0201
 HN0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0201.See file dsdata.pdf to determine how the superseded data were derived.
 HN0201
 HN0201_MARKER: DB = BENCH MARK DISK
 HN0201_SETTING: 80 = SET IN A BOULDER
 HN0201_STAMPING: N 145 1962
 HN0201_MARK LOGO: CGS
 HN0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0201+STABILITY: SURFACE MOTION
 HN0201
 HN0201  HISTORY     - Date     Condition        Report By
 HN0201  HISTORY     - 1962     MONUMENTED       CGS
 HN0201  HISTORY     - 1963     GOOD             CGS
 HN0201
 HN0201                          STATION DESCRIPTION
 HN0201
 HN0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0201'53.7 MI SE FROM ESCALANTE.
 HN0201'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0201'AT ESCALANTE, THENCE 48.7 MILES SOUTHEAST ALONG A DIRT ROAD, 6.9 MILES
 HN0201'WEST OF HOLE-IN-THE-ROCK, ABOUT 0.65 MILES WEST OF A GLEN CANYON
 HN0201'RECREATION SIGN, ABOUT 75 YARDS SOUTH OF THE BOTTOM OF FIFTYMILE
 HN0201'CREEK, 19 FEET NORTHEAST OF THE CENTER LINF OF THE ROAD, 9.5 FEET
 HN0201'WEST-NORTH-WEST OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN THE ROAD,
 HN0201'IN THE TOP OF A LARGE BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE THE
 HN0201'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0270 ***********************************************************************
 HN0270  DESIGNATION -  N 146
 HN0270  PID         -  HN0270
 HN0270  STATE/COUNTY-  UT/KANE
 HN0270  COUNTRY     -  US
 HN0270  USGS QUAD   -  NASJA MESA (2017)
 HN0270
 HN0270                         *CURRENT SURVEY CONTROL
 HN0270  ______________________________________________________________________
 HN0270* NAD 83(1986) POSITION- 37 12 55.     (N) 110 57 33.     (W)   SCALED
 HN0270* NAVD 88 ORTHO HEIGHT -  1291.813 (meters)     4238.22  (feet) ADJUSTED
 HN0270  ______________________________________________________________________
 HN0270  GEOID HEIGHT    -        -22.763 (meters)                     GEOID18
 HN0270  DYNAMIC HEIGHT  -       1290.272 (meters)     4233.17  (feet) COMP
 HN0270  MODELED GRAVITY -    979,395.0   (mgal)                       NAVD 88
 HN0270
 HN0270  VERT ORDER      -  FIRST     CLASS II
 HN0270
 HN0270.The horizontal coordinates were scaled from a map and have
 HN0270.an estimated accuracy of +/- 6 seconds.
 HN0270
 HN0270.The orthometric height was determined by differential leveling and
 HN0270.adjusted by the NATIONAL GEODETIC SURVEY
 HN0270.in June 1991.
 HN0270
 HN0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0270.GEOID18 height accuracy estimate available here.
 HN0270
 HN0270.Click photographs - Photos may exist for this station.
 HN0270
 HN0270.The dynamic height is computed by dividing the NAVD 88
 HN0270.geopotential number by the normal gravity value computed on the
 HN0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0270.degrees latitude (g = 980.6199 gals.).
 HN0270
 HN0270.The modeled gravity was interpolated from observed gravity values.
 HN0270
 HN0270;                    North         East    Units  Estimated Accuracy
 HN0270;SPC UT S     - 3,061,030.      548,000.      MT  (+/- 180 meters Scaled)
 HN0270
 HN0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG036187(NAD 83)
 HN0270
 HN0270                          SUPERSEDED SURVEY CONTROL
 HN0270
 HN0270  NGVD 29 (??/??/92) 1290.750  (m)         4234.74   (f) ADJ UNCH    1 2
 HN0270
 HN0270.Superseded values are not recommended for survey control.
 HN0270
 HN0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0270.See file dsdata.pdf to determine how the superseded data were derived.
 HN0270
 HN0270_MARKER: DB = BENCH MARK DISK
 HN0270_SETTING: 66 = SET IN ROCK OUTCROP
 HN0270_STAMPING: N 146 1962
 HN0270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0270+STABILITY: POSITION/ELEVATION WELL
 HN0270
 HN0270  HISTORY     - Date     Condition        Report By
 HN0270  HISTORY     - 1962     MONUMENTED       CGS
 HN0270  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0270  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0270
 HN0270                          STATION DESCRIPTION
 HN0270
 HN0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0270'7.45 MI SW FROM HOLE-IN-THE-ROCK.
 HN0270'7.45 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK.  0.4
 HN0270'MILE NORTH OF A FORMATION OF SANDSTONE HILLS AT THE BASE OF A HIGH
 HN0270'ROCK CLIFF, SET IN SANDSTONE ROCK, ON THE SOUTH SIDE OF A SANDY AREA,
 HN0270'38.0 FEET EAST OF A METAL WITNESS POST.
 HN0270
 HN0270                          STATION RECOVERY (1982)
 HN0270
 HN0270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0270'MARK NOT FOUND.
 HN0270
 HN0270                          STATION RECOVERY (1982)
 HN0270
 HN0270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0270'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0259 ***********************************************************************
 HN0259  DESIGNATION -  N 147
 HN0259  PID         -  HN0259
 HN0259  STATE/COUNTY-  UT/SAN JUAN
 HN0259  COUNTRY     -  US
 HN0259  USGS QUAD   -  HALLS CROSSING NE (2017)
 HN0259
 HN0259                         *CURRENT SURVEY CONTROL
 HN0259  ______________________________________________________________________
 HN0259* NAD 83(1986) POSITION- 37 22 41.     (N) 110 31 47.     (W)   SCALED
 HN0259* NAVD 88 ORTHO HEIGHT -  1467.846 (meters)     4815.76  (feet) ADJUSTED
 HN0259  ______________________________________________________________________
 HN0259  GEOID HEIGHT    -        -22.122 (meters)                     GEOID18
 HN0259  DYNAMIC HEIGHT  -       1466.147 (meters)     4810.18  (feet) COMP
 HN0259  MODELED GRAVITY -    979,422.3   (mgal)                       NAVD 88
 HN0259
 HN0259  VERT ORDER      -  FIRST     CLASS II
 HN0259
 HN0259.The horizontal coordinates were scaled from a map and have
 HN0259.an estimated accuracy of +/- 6 seconds.
 HN0259
 HN0259.The orthometric height was determined by differential leveling and
 HN0259.adjusted by the NATIONAL GEODETIC SURVEY
 HN0259.in June 1991.
 HN0259
 HN0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0259.GEOID18 height accuracy estimate available here.
 HN0259
 HN0259.Click photographs - Photos may exist for this station.
 HN0259
 HN0259.The dynamic height is computed by dividing the NAVD 88
 HN0259.geopotential number by the normal gravity value computed on the
 HN0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0259.degrees latitude (g = 980.6199 gals.).
 HN0259
 HN0259.The modeled gravity was interpolated from observed gravity values.
 HN0259
 HN0259;                    North         East    Units  Estimated Accuracy
 HN0259;SPC UT S     - 3,079,400.      585,930.      MT  (+/- 180 meters Scaled)
 HN0259
 HN0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG416369(NAD 83)
 HN0259
 HN0259                          SUPERSEDED SURVEY CONTROL
 HN0259
 HN0259  NGVD 29 (??/??/92) 1466.806  (m)         4812.35   (f) ADJ UNCH    1 2
 HN0259
 HN0259.Superseded values are not recommended for survey control.
 HN0259
 HN0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0259.See file dsdata.pdf to determine how the superseded data were derived.
 HN0259
 HN0259_MARKER: DB = BENCH MARK DISK
 HN0259_SETTING: 66 = SET IN ROCK OUTCROP
 HN0259_STAMPING: N 147 1962
 HN0259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0259+STABILITY: POSITION/ELEVATION WELL
 HN0259
 HN0259  HISTORY     - Date     Condition        Report By
 HN0259  HISTORY     - 1962     MONUMENTED       CGS
 HN0259
 HN0259                          STATION DESCRIPTION
 HN0259
 HN0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0259'50.2 MI SW FROM FRY CANYON.
 HN0259'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0259'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0259'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD TO A ROAD JUNCTION AND
 HN0259'A 4X4-INCH WHITE WOODEN REFERENCE POST WHICH PROJECTS 16 FEET. THENCE
 HN0259'3.2 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.  68 FEET NORTHWEST OF
 HN0259'THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A ROCK OUTCROP WHICH
 HN0259'PROJECTS 1 1/2 FEET ABOVE THE GROUND ON THE SOUTHWEST SIDE, EAST OF
 HN0259'AND AT THE HEAD OF A DEEP WASH DRAINING TO THE WEST, 93 FEET WEST OF
 HN0259'THE MOST WESTERLY OF 4 CEDAR TREES, 92 1/2 FEET NORTH OF AND ACROSS
 HN0259'THE ROAD FROM A LONE CEDAR TREE, 15.0 FEET NORTH OF A METAL WITNESS
 HN0259'POST, AND ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0296 ***********************************************************************
 HN0296  DESIGNATION -  N 148
 HN0296  PID         -  HN0296
 HN0296  STATE/COUNTY-  UT/SAN JUAN
 HN0296  COUNTRY     -  US
 HN0296  USGS QUAD   -  HALLS CROSSING (2017)
 HN0296
 HN0296                         *CURRENT SURVEY CONTROL
 HN0296  ______________________________________________________________________
 HN0296* NAD 83(1986) POSITION- 37 27 34.     (N) 110 37 44.     (W)   SCALED
 HN0296* NAVD 88 ORTHO HEIGHT -  1273.736 (meters)     4178.92  (feet) ADJUSTED
 HN0296  ______________________________________________________________________
 HN0296  GEOID HEIGHT    -        -22.377 (meters)                     GEOID18
 HN0296  DYNAMIC HEIGHT  -       1272.317 (meters)     4174.26  (feet) COMP
 HN0296  MODELED GRAVITY -    979,473.1   (mgal)                       NAVD 88
 HN0296
 HN0296  VERT ORDER      -  FIRST     CLASS II
 HN0296
 HN0296.The horizontal coordinates were scaled from a map and have
 HN0296.an estimated accuracy of +/- 6 seconds.
 HN0296
 HN0296.The orthometric height was determined by differential leveling and
 HN0296.adjusted by the NATIONAL GEODETIC SURVEY
 HN0296.in June 1991.
 HN0296
 HN0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0296.GEOID18 height accuracy estimate available here.
 HN0296
 HN0296.Click photographs - Photos may exist for this station.
 HN0296
 HN0296.The dynamic height is computed by dividing the NAVD 88
 HN0296.geopotential number by the normal gravity value computed on the
 HN0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0296.degrees latitude (g = 980.6199 gals.).
 HN0296
 HN0296.The modeled gravity was interpolated from observed gravity values.
 HN0296
 HN0296;                    North         East    Units  Estimated Accuracy
 HN0296;SPC UT S     - 3,088,340.      577,070.      MT  (+/- 180 meters Scaled)
 HN0296
 HN0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG328459(NAD 83)
 HN0296
 HN0296                          SUPERSEDED SURVEY CONTROL
 HN0296
 HN0296  NGVD 29 (??/??/92) 1272.726  (m)         4175.60   (f) ADJ UNCH    1 2
 HN0296
 HN0296.Superseded values are not recommended for survey control.
 HN0296
 HN0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0296.See file dsdata.pdf to determine how the superseded data were derived.
 HN0296
 HN0296_MARKER: DB = BENCH MARK DISK
 HN0296_SETTING: 66 = SET IN ROCK OUTCROP
 HN0296_STAMPING: N 148 1962
 HN0296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0296+STABILITY: POSITION/ELEVATION WELL
 HN0296
 HN0296  HISTORY     - Date     Condition        Report By
 HN0296  HISTORY     - 1962     MONUMENTED       CGS
 HN0296
 HN0296                          STATION DESCRIPTION
 HN0296
 HN0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0296'57.3 MI SW FROM FRY CANYON.
 HN0296'12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE AT FRY
 HN0296'CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD. THENCE
 HN0296'15.0 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH CLAY HILLS
 HN0296'DIVIDE.  THENCE 10.3 MILES NORTHWEST ALONG A BULLDOZED ROAD LEADING TO
 HN0296'HALLS CROSSING ON THE COLORADO RIVER, 17.8 MILES WEST OF GREEN WATER
 HN0296'SPRING, 92 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 19.0 FEET
 HN0296'NORTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE
 HN0296'ROAD, AND SET IN THE TOP OF A ROCK LEDGE WHICH PROJECTS ABOUT 8 INCHES
 HN0296'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0235 ***********************************************************************
 HN0235  DESIGNATION -  N 149
 HN0235  PID         -  HN0235
 HN0235  STATE/COUNTY-  UT/SAN JUAN
 HN0235  COUNTRY     -  US
 HN0235  USGS QUAD   -  ALCOVE CANYON (2017)
 HN0235
 HN0235                         *CURRENT SURVEY CONTROL
 HN0235  ______________________________________________________________________
 HN0235* NAD 83(1986) POSITION- 37 17 33.     (N) 110 41 04.     (W)   SCALED
 HN0235* NAVD 88 ORTHO HEIGHT -  1334.245 (meters)     4377.44  (feet) ADJUSTED
 HN0235  ______________________________________________________________________
 HN0235  GEOID HEIGHT    -        -22.445 (meters)                     GEOID18
 HN0235  DYNAMIC HEIGHT  -       1332.738 (meters)     4372.49  (feet) COMP
 HN0235  MODELED GRAVITY -    979,455.7   (mgal)                       NAVD 88
 HN0235
 HN0235  VERT ORDER      -  FIRST     CLASS II
 HN0235
 HN0235.The horizontal coordinates were scaled from a map and have
 HN0235.an estimated accuracy of +/- 6 seconds.
 HN0235
 HN0235.The orthometric height was determined by differential leveling and
 HN0235.adjusted by the NATIONAL GEODETIC SURVEY
 HN0235.in June 1991.
 HN0235
 HN0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0235.GEOID18 height accuracy estimate available here.
 HN0235
 HN0235.Click photographs - Photos may exist for this station.
 HN0235
 HN0235.The dynamic height is computed by dividing the NAVD 88
 HN0235.geopotential number by the normal gravity value computed on the
 HN0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0235.degrees latitude (g = 980.6199 gals.).
 HN0235
 HN0235.The modeled gravity was interpolated from observed gravity values.
 HN0235
 HN0235;                    North         East    Units  Estimated Accuracy
 HN0235;SPC UT S     - 3,069,770.      572,310.      MT  (+/- 180 meters Scaled)
 HN0235
 HN0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG279273(NAD 83)
 HN0235
 HN0235                          SUPERSEDED SURVEY CONTROL
 HN0235
 HN0235  NGVD 29 (??/??/92) 1333.254  (m)         4374.18   (f) ADJ UNCH    1 2
 HN0235
 HN0235.Superseded values are not recommended for survey control.
 HN0235
 HN0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0235.See file dsdata.pdf to determine how the superseded data were derived.
 HN0235
 HN0235_MARKER: DB = BENCH MARK DISK
 HN0235_SETTING: 66 = SET IN ROCK OUTCROP
 HN0235_STAMPING: N 149 1962
 HN0235_MARK LOGO: CGS
 HN0235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0235+STABILITY: POSITION/ELEVATION WELL
 HN0235
 HN0235  HISTORY     - Date     Condition        Report By
 HN0235  HISTORY     - 1962     MONUMENTED       CGS
 HN0235
 HN0235                          STATION DESCRIPTION
 HN0235
 HN0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0235'66.85 MI SW FROM FRY CANYON.
 HN0235'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0235'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0235'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0235'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0235'TRAIL ROAD.  THENCE 12.25 MILES SOUTHWEST ALONG A TRAIL ROAD.  IN THE
 HN0235'BOTTOM OF A CANYON, 13 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 HN0235'SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS ABOUT 4 INCHES, 44
 HN0235'FEET SOUTHEAST OF A NATURAL SANDSTONE TUBE WITH A DROP IN THE
 HN0235'SANDSTONE OF ABOUT 7 FEET ON THE SOUTH SIDE OF THE TUBE, ABOUT 1 FOOT
 HN0235'BELOW THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0439 ***********************************************************************
 HN0439  DESIGNATION -  N 150
 HN0439  PID         -  HN0439
 HN0439  STATE/COUNTY-  UT/KANE
 HN0439  COUNTRY     -  US
 HN0439  USGS QUAD   -  GREGORY BUTTE (2017)
 HN0439
 HN0439                         *CURRENT SURVEY CONTROL
 HN0439  ______________________________________________________________________
 HN0439* NAD 83(1986) POSITION- 37 06 56.     (N) 111 09 51.     (W)   SCALED
 HN0439* NAVD 88 ORTHO HEIGHT -  1417.701 (meters)     4651.24  (feet) ADJUSTED
 HN0439  ______________________________________________________________________
 HN0439  GEOID HEIGHT    -        -23.122 (meters)                     GEOID18
 HN0439  DYNAMIC HEIGHT  -       1416.038 (meters)     4645.78  (feet) COMP
 HN0439  MODELED GRAVITY -    979,409.4   (mgal)                       NAVD 88
 HN0439
 HN0439  VERT ORDER      -  FIRST     CLASS II
 HN0439
 HN0439.The horizontal coordinates were scaled from a map and have
 HN0439.an estimated accuracy of +/- 6 seconds.
 HN0439
 HN0439.The orthometric height was determined by differential leveling and
 HN0439.adjusted by the NATIONAL GEODETIC SURVEY
 HN0439.in June 1991.
 HN0439
 HN0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0439.GEOID18 height accuracy estimate available here.
 HN0439
 HN0439.Click photographs - Photos may exist for this station.
 HN0439
 HN0439.The dynamic height is computed by dividing the NAVD 88
 HN0439.geopotential number by the normal gravity value computed on the
 HN0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0439.degrees latitude (g = 980.6199 gals.).
 HN0439
 HN0439.The modeled gravity was interpolated from observed gravity values.
 HN0439
 HN0439;                    North         East    Units  Estimated Accuracy
 HN0439;SPC UT S     - 3,049,870.      529,850.      MT  (+/- 180 meters Scaled)
 HN0439
 HN0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG854077(NAD 83)
 HN0439
 HN0439                          SUPERSEDED SURVEY CONTROL
 HN0439
 HN0439  NGVD 29 (??/??/92) 1416.734  (m)         4648.07   (f) ADJ UNCH    1 2
 HN0439
 HN0439.Superseded values are not recommended for survey control.
 HN0439
 HN0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0439.See file dsdata.pdf to determine how the superseded data were derived.
 HN0439
 HN0439_MARKER: DB = BENCH MARK DISK
 HN0439_SETTING: 66 = SET IN ROCK OUTCROP
 HN0439_STAMPING: N 150 1962
 HN0439_MARK LOGO: CGS
 HN0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0439+STABILITY: POSITION/ELEVATION WELL
 HN0439
 HN0439  HISTORY     - Date     Condition        Report By
 HN0439  HISTORY     - 1962     MONUMENTED       CGS
 HN0439
 HN0439                          STATION DESCRIPTION
 HN0439
 HN0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0439'29.6 MI SW FROM HOLE-IN-THE-ROCK.
 HN0439'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0439'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0439'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0439'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0439'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0439'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILES SOUTHEAST ALONG A
 HN0439'COW PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF
 HN0439'A HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0439'CLIFFS.  THENCE 2.4 MILES SOUTH-SOUTHEAST ALONG A COW PATH.  THENCE
 HN0439'3.1 MILES SOUTH ACROSS ROCKY COUNTRY TOWARDS NAVAJO POINT.  THENCE 3.0
 HN0439'MILES NORTHWEST ALONG A COW PATH AND AROUND NAVAJO POINT.  THENCE 9.35
 HN0439'MILES SOUTHWEST DOWNHILL AND ACROSS ROCKY COUNTRY TO THE ROCK CREEK
 HN0439'CANYON, ON THE EAST RIM OF ROCK CREEK, ABOUT 90 FEET EAST OF THE EAST
 HN0439'RIM, 97 FEET EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 HN0439'FLAT ROCK OUTCROP WHICH PROJECTS ABOUT 3-FEET ABOVE THE GROUND. NOTE--
 HN0439'BENCH MARK IS 0.9 MILE SOUTHWEST OF P 150.  1.55 MILES EAST OF AND
 HN0439'ACROSS ROCK CREEK FROM F 146.  AND ABOUT 38.55 MILES EAST OF GLEN
 HN0439'CANYON CITY, UTAH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0285 ***********************************************************************
 HN0285  DESIGNATION -  N 152
 HN0285  PID         -  HN0285
 HN0285  STATE/COUNTY-  UT/KANE
 HN0285  COUNTRY     -  US
 HN0285  USGS QUAD   -  NASJA MESA (2017)
 HN0285
 HN0285                         *CURRENT SURVEY CONTROL
 HN0285  ______________________________________________________________________
 HN0285* NAD 83(1986) POSITION- 37 08 30.     (N) 110 59 58.     (W)   SCALED
 HN0285* NAVD 88 ORTHO HEIGHT -  1291.948 (meters)     4238.67  (feet) ADJUSTED
 HN0285  ______________________________________________________________________
 HN0285  GEOID HEIGHT    -        -22.884 (meters)                     GEOID18
 HN0285  DYNAMIC HEIGHT  -       1290.353 (meters)     4233.43  (feet) COMP
 HN0285  MODELED GRAVITY -    979,354.4   (mgal)                       NAVD 88
 HN0285
 HN0285  VERT ORDER      -  FIRST     CLASS II
 HN0285
 HN0285.The horizontal coordinates were scaled from a map and have
 HN0285.an estimated accuracy of +/- 6 seconds.
 HN0285
 HN0285.The orthometric height was determined by differential leveling and
 HN0285.adjusted by the NATIONAL GEODETIC SURVEY
 HN0285.in June 1991.
 HN0285
 HN0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0285.GEOID18 height accuracy estimate available here.
 HN0285
 HN0285.Click photographs - Photos may exist for this station.
 HN0285
 HN0285.The dynamic height is computed by dividing the NAVD 88
 HN0285.geopotential number by the normal gravity value computed on the
 HN0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0285.degrees latitude (g = 980.6199 gals.).
 HN0285
 HN0285.The modeled gravity was interpolated from observed gravity values.
 HN0285
 HN0285;                    North         East    Units  Estimated Accuracy
 HN0285;SPC UT S     - 3,052,840.      544,470.      MT  (+/- 180 meters Scaled)
 HN0285
 HN0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG000105(NAD 83)
 HN0285
 HN0285                          SUPERSEDED SURVEY CONTROL
 HN0285
 HN0285  NGVD 29 (??/??/92) 1290.843  (m)         4235.04   (f) ADJ UNCH    1 2
 HN0285
 HN0285.Superseded values are not recommended for survey control.
 HN0285
 HN0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0285.See file dsdata.pdf to determine how the superseded data were derived.
 HN0285
 HN0285_MARKER: DB = BENCH MARK DISK
 HN0285_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HN0285_SP_SET: UNSPEC. ROCK
 HN0285_STAMPING: N 152 1962
 HN0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0285
 HN0285  HISTORY     - Date     Condition        Report By
 HN0285  HISTORY     - 1962     MONUMENTED       CGS
 HN0285
 HN0285                          STATION DESCRIPTION
 HN0285
 HN0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0285'17.05 MI SW FROM HOLE-IN-THE-ROCK.
 HN0285'17.05 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK.
 HN0285'ABOUT 1.0 MILE WEST-NORTHWEST OF NAVAJO POINT, SET IN ROCK, ON THE TOP
 HN0285'OF THE EDGE OF THE NORTH RIM OF A CANYON, 62 FEET WEST OF A BOULDER
 HN0285'MARKED WITH THE LETTERS BM IN WHITE PAINT, 67.0 FEET NORTHEAST OF A
 HN0285'METAL WITNESS POST, AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0458 ***********************************************************************
 HN0458  DESIGNATION -  N 153
 HN0458  PID         -  HN0458
 HN0458  STATE/COUNTY-  UT/KANE
 HN0458  COUNTRY     -  US
 HN0458  USGS QUAD   -  NAVAJO POINT (2017)
 HN0458
 HN0458                         *CURRENT SURVEY CONTROL
 HN0458  ______________________________________________________________________
 HN0458* NAD 83(1986) POSITION- 37 09 18.     (N) 111 01 02.     (W)   SCALED
 HN0458* NAVD 88 ORTHO HEIGHT -  1889.502 (meters)     6199.14  (feet) ADJUSTED
 HN0458  ______________________________________________________________________
 HN0458  GEOID HEIGHT    -        -22.820 (meters)                     GEOID18
 HN0458  DYNAMIC HEIGHT  -       1887.190 (meters)     6191.56  (feet) COMP
 HN0458  MODELED GRAVITY -    979,340.1   (mgal)                       NAVD 88
 HN0458
 HN0458  VERT ORDER      -  FIRST     CLASS II
 HN0458
 HN0458.The horizontal coordinates were scaled from a map and have
 HN0458.an estimated accuracy of +/- 6 seconds.
 HN0458
 HN0458.The orthometric height was determined by differential leveling and
 HN0458.adjusted by the NATIONAL GEODETIC SURVEY
 HN0458.in June 1991.
 HN0458
 HN0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0458.GEOID18 height accuracy estimate available here.
 HN0458
 HN0458.Click photographs - Photos may exist for this station.
 HN0458
 HN0458.The dynamic height is computed by dividing the NAVD 88
 HN0458.geopotential number by the normal gravity value computed on the
 HN0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0458.degrees latitude (g = 980.6199 gals.).
 HN0458
 HN0458.The modeled gravity was interpolated from observed gravity values.
 HN0458
 HN0458;                    North         East    Units  Estimated Accuracy
 HN0458;SPC UT S     - 3,054,310.      542,890.      MT  (+/- 180 meters Scaled)
 HN0458
 HN0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG984120(NAD 83)
 HN0458
 HN0458                          SUPERSEDED SURVEY CONTROL
 HN0458
 HN0458  NGVD 29 (??/??/92) 1888.493  (m)         6195.83   (f) ADJ UNCH    1 2
 HN0458
 HN0458.Superseded values are not recommended for survey control.
 HN0458
 HN0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0458.See file dsdata.pdf to determine how the superseded data were derived.
 HN0458
 HN0458_MARKER: DB = BENCH MARK DISK
 HN0458_SETTING: 80 = SET IN A BOULDER
 HN0458_STAMPING: N 153 1962
 HN0458_MARK LOGO: CGS
 HN0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0458+STABILITY: SURFACE MOTION
 HN0458
 HN0458  HISTORY     - Date     Condition        Report By
 HN0458  HISTORY     - 1962     MONUMENTED       CGS
 HN0458
 HN0458                          STATION DESCRIPTION
 HN0458
 HN0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0458'17.95 MI SW FROM HOLE IN THE ROCK.
 HN0458'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0458'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0458'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0458'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0458'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0458'MILE SOUTHEAST ACROSS COUNTRY. THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0458'PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0458'HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0458'CLIFFS.  THENCE 2.4 MILES SOUTH-SOUTHEAST ALONG A COW PATH.  THENCE
 HN0458'3.1 MILES SOUTH ACROSS ROCKY COUNTRY TOWARDS NAVAJO POINT.  THENCE 0.7
 HN0458'MILE SOUTHWEST ALONG A COW PATH AND AROUND NAVAJO POINT, SOUTHEAST OF
 HN0458'NAVAJO POINT, 7 FEET SOUTHEAST OF A COW PATH, 4.7 FEET WEST OF A METAL
 HN0458'WITNESS POST, AND SET IN THE TOP OF A BOULDER WHICH PROJECTS ABOUT
 HN0458'16-INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0329 ***********************************************************************
 MS0329  DESIGNATION -  N 154
 MS0329  PID         -  MS0329
 MS0329  STATE/COUNTY-  UT/BOX ELDER
 MS0329  COUNTRY     -  US
 MS0329  USGS QUAD   -  GROOME (2017)
 MS0329
 MS0329                         *CURRENT SURVEY CONTROL
 MS0329  ______________________________________________________________________
 MS0329* NAD 83(1986) POSITION- 41 16 30.     (N) 113 15 16.     (W)   SCALED
 MS0329* NAVD 88 ORTHO HEIGHT -  1285.863 (meters)     4218.70  (feet) ADJUSTED
 MS0329  ______________________________________________________________________
 MS0329  GEOID HEIGHT    -        -16.847 (meters)                     GEOID18
 MS0329  DYNAMIC HEIGHT  -       1284.968 (meters)     4215.77  (feet) COMP
 MS0329  MODELED GRAVITY -    979,883.3   (mgal)                       NAVD 88
 MS0329
 MS0329  VERT ORDER      -  SECOND    CLASS 0
 MS0329
 MS0329.The horizontal coordinates were scaled from a map and have
 MS0329.an estimated accuracy of +/- 6 seconds.
 MS0329
 MS0329.The orthometric height was determined by differential leveling and
 MS0329.adjusted by the NATIONAL GEODETIC SURVEY
 MS0329.in June 1991.
 MS0329
 MS0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0329.GEOID18 height accuracy estimate available here.
 MS0329
 MS0329.Click photographs - Photos may exist for this station.
 MS0329
 MS0329.The dynamic height is computed by dividing the NAVD 88
 MS0329.geopotential number by the normal gravity value computed on the
 MS0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0329.degrees latitude (g = 980.6199 gals.).
 MS0329
 MS0329.The modeled gravity was interpolated from observed gravity values.
 MS0329
 MS0329;                    North         East    Units  Estimated Accuracy
 MS0329;SPC UT N     - 1,106,060.      353,020.      MT  (+/- 180 meters Scaled)
 MS0329
 MS0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL111717(NAD 83)
 MS0329
 MS0329                          SUPERSEDED SURVEY CONTROL
 MS0329
 MS0329  NGVD 29 (??/??/92) 1284.876  (m)         4215.46   (f) ADJ UNCH    2 0
 MS0329
 MS0329.Superseded values are not recommended for survey control.
 MS0329
 MS0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0329.See file dsdata.pdf to determine how the superseded data were derived.
 MS0329
 MS0329_MARKER: DB = BENCH MARK DISK
 MS0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0329_STAMPING: N 154 1966
 MS0329_MARK LOGO: CGS
 MS0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0329+STABILITY: SURFACE MOTION
 MS0329
 MS0329  HISTORY     - Date     Condition        Report By
 MS0329  HISTORY     - 1966     MONUMENTED       CGS
 MS0329
 MS0329                          STATION DESCRIPTION
 MS0329
 MS0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0329'7.0 MI W FROM HOGUP.
 MS0329'7.0 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STOCK PENS
 MS0329'AT HOGUP, 2 FEET WEST OF MILE POST 714, 61.0 FEET NORTH OF THE NORTH
 MS0329'RAIL, 2.0 FEET EAST OF A WITNESS POST, ABOUT 7 1/2 FEET LOWER THAN THE
 MS0329'TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0415 ***********************************************************************
 MS0415  DESIGNATION -  N 155
 MS0415  PID         -  MS0415
 MS0415  STATE/COUNTY-  UT/BOX ELDER
 MS0415  COUNTRY     -  US
 MS0415  USGS QUAD   -  JACKSON (2017)
 MS0415
 MS0415                         *CURRENT SURVEY CONTROL
 MS0415  ______________________________________________________________________
 MS0415* NAD 83(1986) POSITION- 41 19 23.     (N) 113 42 38.     (W)   SCALED
 MS0415* NAVD 88 ORTHO HEIGHT -  1302.401 (meters)     4272.96  (feet) ADJUSTED
 MS0415  ______________________________________________________________________
 MS0415  GEOID HEIGHT    -        -16.900 (meters)                     GEOID18
 MS0415  DYNAMIC HEIGHT  -       1301.492 (meters)     4269.98  (feet) COMP
 MS0415  MODELED GRAVITY -    979,880.5   (mgal)                       NAVD 88
 MS0415
 MS0415  VERT ORDER      -  SECOND    CLASS 0
 MS0415
 MS0415.The horizontal coordinates were scaled from a map and have
 MS0415.an estimated accuracy of +/- 6 seconds.
 MS0415
 MS0415.The orthometric height was determined by differential leveling and
 MS0415.adjusted by the NATIONAL GEODETIC SURVEY
 MS0415.in June 1991.
 MS0415
 MS0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0415.GEOID18 height accuracy estimate available here.
 MS0415
 MS0415.Click photographs - Photos may exist for this station.
 MS0415
 MS0415.The dynamic height is computed by dividing the NAVD 88
 MS0415.geopotential number by the normal gravity value computed on the
 MS0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0415.degrees latitude (g = 980.6199 gals.).
 MS0415
 MS0415.The modeled gravity was interpolated from observed gravity values.
 MS0415
 MS0415;                    North         East    Units  Estimated Accuracy
 MS0415;SPC UT N     - 1,112,260.      314,950.      MT  (+/- 180 meters Scaled)
 MS0415
 MS0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL731781(NAD 83)
 MS0415
 MS0415                          SUPERSEDED SURVEY CONTROL
 MS0415
 MS0415  NGVD 29 (??/??/92) 1301.41   (m)         4269.7    (f) COMPUTED    2 0
 MS0415
 MS0415.Superseded values are not recommended for survey control.
 MS0415
 MS0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0415.See file dsdata.pdf to determine how the superseded data were derived.
 MS0415
 MS0415_MARKER: DB = BENCH MARK DISK
 MS0415_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0415_SP_SET: ABUTMENT
 MS0415_STAMPING: N 155 1966
 MS0415_MARK LOGO: CGS
 MS0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0415
 MS0415  HISTORY     - Date     Condition        Report By
 MS0415  HISTORY     - 1966     MONUMENTED       CGS
 MS0415
 MS0415                          STATION DESCRIPTION
 MS0415
 MS0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0415'10.6 MI E FROM LUCIN.
 MS0415'10.6 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE CROSSING
 MS0415'OF STATE HIGHWAY 70 AT LUCIN, IN THE TOP AND 1.1 FEET NORTH OF THE
 MS0415'SOUTH END OF THE EAST ABUTMENT OF BRIDGE 690.03, 8.2 FEET SOUTH OF THE
 MS0415'SOUTH RAIL AND ABOUT 1 FOOT LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0319 ***********************************************************************
 LO0319  DESIGNATION -  N 159
 LO0319  PID         -  LO0319
 LO0319  STATE/COUNTY-  UT/WASATCH
 LO0319  COUNTRY     -  US
 LO0319  USGS QUAD   -  SOAPSTONE BASIN (2017)
 LO0319
 LO0319                         *CURRENT SURVEY CONTROL
 LO0319  ______________________________________________________________________
 LO0319* NAD 83(1986) POSITION- 40 33 39.     (N) 111 02 03.     (W)   SCALED
 LO0319* NAVD 88 ORTHO HEIGHT -  2612.689 (meters)     8571.80  (feet) ADJUSTED
 LO0319  ______________________________________________________________________
 LO0319  GEOID HEIGHT    -        -13.878 (meters)                     GEOID18
 LO0319  DYNAMIC HEIGHT  -       2609.976 (meters)     8562.90  (feet) COMP
 LO0319  MODELED GRAVITY -    979,490.8   (mgal)                       NAVD 88
 LO0319
 LO0319  VERT ORDER      -  SECOND    CLASS 0
 LO0319
 LO0319.The horizontal coordinates were scaled from a map and have
 LO0319.an estimated accuracy of +/- 6 seconds.
 LO0319
 LO0319.The orthometric height was determined by differential leveling and
 LO0319.adjusted by the NATIONAL GEODETIC SURVEY
 LO0319.in June 1991.
 LO0319
 LO0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0319.GEOID18 height accuracy estimate available here.
 LO0319
 LO0319.Click photographs - Photos may exist for this station.
 LO0319
 LO0319.The dynamic height is computed by dividing the NAVD 88
 LO0319.geopotential number by the normal gravity value computed on the
 LO0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0319.degrees latitude (g = 980.6199 gals.).
 LO0319
 LO0319.The modeled gravity was interpolated from observed gravity values.
 LO0319
 LO0319;                    North         East    Units  Estimated Accuracy
 LO0319;SPC UT C     - 2,247,410.      539,450.      MT  (+/- 180 meters Scaled)
 LO0319
 LO0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK971900(NAD 83)
 LO0319
 LO0319                          SUPERSEDED SURVEY CONTROL
 LO0319
 LO0319  NGVD 29 (??/??/92) 2611.257  (m)         8567.10   (f) ADJ UNCH    2 0
 LO0319
 LO0319.Superseded values are not recommended for survey control.
 LO0319
 LO0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0319.See file dsdata.pdf to determine how the superseded data were derived.
 LO0319
 LO0319_MARKER: DB = BENCH MARK DISK
 LO0319_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0319_SP_SET: CULVERT HEADWALL
 LO0319_STAMPING: N 159 1962
 LO0319_MARK LOGO: CGS
 LO0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0319+STABILITY: SURFACE MOTION
 LO0319
 LO0319  HISTORY     - Date     Condition        Report By
 LO0319  HISTORY     - 1962     MONUMENTED       CGS
 LO0319
 LO0319                          STATION DESCRIPTION
 LO0319
 LO0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0319'17.7 MI SE FROM KAMAS.
 LO0319'14.95 MILES EAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0319'HIGHWAY 189 ALTERNATE AT KAMAS, THENCE 2.75 MILES SOUTH ALONG A DIRT
 LO0319'ROAD, 0.15 MILE SOUTH-SOUTHEAST OF THE UNITA-WASATCH NATIONAL FOREST
 LO0319'BOUNDARY SIGN, IN THE TOP OF A 3- BY 4-FOOT OUTCROP, 77 FEET
 LO0319'EAST-NORTHEAST OF THE CENTER LINE OF THE ROAD, 67 FEET EAST OF THE
 LO0319'CENTER OF THE EAST-NORTHEAST END OF A 12-INCH PIPE CULVERT, 4.0 FEET
 LO0319'EAST-NORTHEAST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROAD,
 LO0319'AND 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0031 ***********************************************************************
 KN0031  DESIGNATION -  N 16
 KN0031  PID         -  KN0031
 KN0031  STATE/COUNTY-  UT/EMERY
 KN0031  COUNTRY     -  US
 KN0031  USGS QUAD   -  GRASSY (2017)
 KN0031
 KN0031                         *CURRENT SURVEY CONTROL
 KN0031  ______________________________________________________________________
 KN0031* NAD 83(1986) POSITION- 39 21 27.     (N) 110 23 25.     (W)   SCALED
 KN0031* NAVD 88 ORTHO HEIGHT -  1503.727 (meters)     4933.48  (feet) ADJUSTED
 KN0031  ______________________________________________________________________
 KN0031  GEOID HEIGHT    -        -18.429 (meters)                     GEOID18
 KN0031  DYNAMIC HEIGHT  -       1502.268 (meters)     4928.69  (feet) COMP
 KN0031  MODELED GRAVITY -    979,604.3   (mgal)                       NAVD 88
 KN0031
 KN0031  VERT ORDER      -  FIRST     CLASS II
 KN0031
 KN0031.The horizontal coordinates were scaled from a map and have
 KN0031.an estimated accuracy of +/- 6 seconds.
 KN0031
 KN0031.The orthometric height was determined by differential leveling and
 KN0031.adjusted by the NATIONAL GEODETIC SURVEY
 KN0031.in June 1991.
 KN0031
 KN0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0031.GEOID18 height accuracy estimate available here.
 KN0031
 KN0031.Click photographs - Photos may exist for this station.
 KN0031
 KN0031.The dynamic height is computed by dividing the NAVD 88
 KN0031.geopotential number by the normal gravity value computed on the
 KN0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0031.degrees latitude (g = 980.6199 gals.).
 KN0031
 KN0031.The modeled gravity was interpolated from observed gravity values.
 KN0031
 KN0031;                    North         East    Units  Estimated Accuracy
 KN0031;SPC UT C     - 2,114,300.      595,640.      MT  (+/- 180 meters Scaled)
 KN0031
 KN0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ525566(NAD 83)
 KN0031
 KN0031                          SUPERSEDED SURVEY CONTROL
 KN0031
 KN0031  NGVD 29 (??/??/92) 1502.707  (m)         4930.13   (f) ADJ UNCH    1 2
 KN0031
 KN0031.Superseded values are not recommended for survey control.
 KN0031
 KN0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0031.See file dsdata.pdf to determine how the superseded data were derived.
 KN0031
 KN0031_MARKER: DB = BENCH MARK DISK
 KN0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KN0031_SP_SET: CULVERT
 KN0031_STAMPING: 4930.131 N 16 1927
 KN0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0031
 KN0031  HISTORY     - Date     Condition        Report By
 KN0031  HISTORY     - 1927     MONUMENTED       CGS
 KN0031  HISTORY     - 1954     GOOD             CGS
 KN0031
 KN0031                          STATION DESCRIPTION
 KN0031
 KN0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KN0031'7.8 MI NW FROM WOODSIDE.
 KN0031'7.8 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0031'FROM WOODSIDE, EMERY COUNTY, ABOUT 1/4 MILE NORTHWEST OF MILEPOST 588,
 KN0031'AT A CULVERT, IN THE SOUTH END OF THE WEST HEADWALL, 18 FEET WEST OF
 KN0031'THE CENTERLINE OF THE TRACK, AND ABOUT 6 FEET LOWER THAN THE TRACK. A
 KN0031'STANDARD DISK, STAMPED 4930.131 N 16 1927.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0181 ***********************************************************************
 LO0181  DESIGNATION -  N 160
 LO0181  PID         -  LO0181
 LO0181  STATE/COUNTY-  UT/SUMMIT
 LO0181  COUNTRY     -  US
 LO0181  USGS QUAD   -  HAYDEN PEAK (2017)
 LO0181
 LO0181                         *CURRENT SURVEY CONTROL
 LO0181  ______________________________________________________________________
 LO0181* NAD 83(1986) POSITION- 40 43 55.     (N) 110 52 04.     (W)   SCALED
 LO0181* NAVD 88 ORTHO HEIGHT -  3102.132 (meters)    10177.58  (feet) ADJUSTED
 LO0181  ______________________________________________________________________
 LO0181  GEOID HEIGHT    -        -12.733 (meters)                     GEOID18
 LO0181  DYNAMIC HEIGHT  -       3098.735 (meters)    10166.43  (feet) COMP
 LO0181  MODELED GRAVITY -    979,414.7   (mgal)                       NAVD 88
 LO0181
 LO0181  VERT ORDER      -  SECOND    CLASS 0
 LO0181
 LO0181.The horizontal coordinates were scaled from a map and have
 LO0181.an estimated accuracy of +/- 6 seconds.
 LO0181
 LO0181.The orthometric height was determined by differential leveling and
 LO0181.adjusted by the NATIONAL GEODETIC SURVEY
 LO0181.in June 1991.
 LO0181
 LO0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0181.GEOID18 height accuracy estimate available here.
 LO0181
 LO0181.Click photographs - Photos may exist for this station.
 LO0181
 LO0181.The dynamic height is computed by dividing the NAVD 88
 LO0181.geopotential number by the normal gravity value computed on the
 LO0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0181.degrees latitude (g = 980.6199 gals.).
 LO0181
 LO0181.The modeled gravity was interpolated from observed gravity values.
 LO0181
 LO0181;                    North         East    Units  Estimated Accuracy
 LO0181;SPC UT N     - 1,044,460.      553,410.      MT  (+/- 180 meters Scaled)
 LO0181
 LO0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL111090(NAD 83)
 LO0181
 LO0181                          SUPERSEDED SURVEY CONTROL
 LO0181
 LO0181  NGVD 29 (??/??/92) 3100.506  (m)        10172.24   (f) ADJ UNCH    2 0
 LO0181
 LO0181.Superseded values are not recommended for survey control.
 LO0181
 LO0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0181.See file dsdata.pdf to determine how the superseded data were derived.
 LO0181
 LO0181_MARKER: DB = BENCH MARK DISK
 LO0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0181_SP_SET: CULVERT
 LO0181_STAMPING: N 160 1962
 LO0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0181
 LO0181  HISTORY     - Date     Condition        Report By
 LO0181  HISTORY     - 1962     MONUMENTED       CGS
 LO0181
 LO0181                          STATION DESCRIPTION
 LO0181
 LO0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0181'35.95 MI NE FROM KAMAS.
 LO0181'35.95 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF
 LO0181'U.S. HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP AND 0.9 FOOT SOUTHEAST
 LO0181'OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A 24-INCH
 LO0181'PIPE CULVERT, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 LO0181'ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0336 ***********************************************************************
 LO0336  DESIGNATION -  N 161
 LO0336  PID         -  LO0336
 LO0336  STATE/COUNTY-  UT/SUMMIT
 LO0336  COUNTRY     -  US
 LO0336  USGS QUAD   -  TURNER HOLLOW (2017)
 LO0336
 LO0336                         *CURRENT SURVEY CONTROL
 LO0336  ______________________________________________________________________
 LO0336* NAD 83(1986) POSITION- 40 56 34.     (N) 111 16 53.     (W)   SCALED
 LO0336* NAVD 88 ORTHO HEIGHT -  1836.765 (meters)     6026.12  (feet) ADJUSTED
 LO0336  ______________________________________________________________________
 LO0336  GEOID HEIGHT    -        -15.528 (meters)                     GEOID18
 LO0336  DYNAMIC HEIGHT  -       1835.090 (meters)     6020.62  (feet) COMP
 LO0336  MODELED GRAVITY -    979,648.2   (mgal)                       NAVD 88
 LO0336
 LO0336  VERT ORDER      -  SECOND    CLASS 0
 LO0336
 LO0336.The horizontal coordinates were scaled from a map and have
 LO0336.an estimated accuracy of +/- 6 seconds.
 LO0336
 LO0336.The orthometric height was determined by differential leveling and
 LO0336.adjusted by the NATIONAL GEODETIC SURVEY
 LO0336.in June 1991.
 LO0336
 LO0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0336.GEOID18 height accuracy estimate available here.
 LO0336
 LO0336.Click photographs - Photos may exist for this station.
 LO0336
 LO0336.The dynamic height is computed by dividing the NAVD 88
 LO0336.geopotential number by the normal gravity value computed on the
 LO0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0336.degrees latitude (g = 980.6199 gals.).
 LO0336
 LO0336.The modeled gravity was interpolated from observed gravity values.
 LO0336
 LO0336;                    North         East    Units  Estimated Accuracy
 LO0336;SPC UT N     - 1,067,700.      518,410.      MT  (+/- 180 meters Scaled)
 LO0336
 LO0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL763324(NAD 83)
 LO0336
 LO0336                          SUPERSEDED SURVEY CONTROL
 LO0336
 LO0336  NGVD 29 (??/??/92) 1835.453  (m)         6021.82   (f) ADJ UNCH    2 0
 LO0336
 LO0336.Superseded values are not recommended for survey control.
 LO0336
 LO0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0336.See file dsdata.pdf to determine how the superseded data were derived.
 LO0336
 LO0336_MARKER: DB = BENCH MARK DISK
 LO0336_SETTING: 66 = SET IN ROCK OUTCROP
 LO0336_STAMPING: N 161 1962
 LO0336_MARK LOGO: CGS
 LO0336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0336+STABILITY: POSITION/ELEVATION WELL
 LO0336
 LO0336  HISTORY     - Date     Condition        Report By
 LO0336  HISTORY     - 1962     MONUMENTED       CGS
 LO0336  HISTORY     - 20120424 MARK NOT FOUND   GEOCAC
 LO0336
 LO0336                          STATION DESCRIPTION
 LO0336
 LO0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0336'7.5 MI E FROM COALVILLE.
 LO0336'7.5 MILES EAST ALONG STATE HIGHWAY 133 FROM THE COURT HOUSE AT
 LO0336'COALVILLE, 0.2 MILE SOUTHWEST OF A FARMHOUSE, IN THE TOP OF A 4- BY
 LO0336'7-FOOT SANDSTONE OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND,
 LO0336'83 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 48 FEET SOUTH OF
 LO0336'POWER POLE 1335, 33 FEET SOUTHEAST OF A FENCE, 6.2 FEET NORTHWEST OF A
 LO0336'WITNESS POST, AND ABOUT 19 FEET HIGHER THAN THE HIGHWAY.
 LO0336
 LO0336                          STATION RECOVERY (2012)
 LO0336
 LO0336'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 LO0336'THIS MARK HAS APPARENTLY BEEN REMOVED BY VANDALS. THE DRILLED HOLE IN
 LO0336'THE BOULDER AND REMNANTS OF THE CEMENT USED TO HOLD THE DISC IN PLACE
 LO0336'ARE STILL VERY MUCH IN EVIDENCE, BUT NO SIGN OF THE DISC REMAINS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0207 ***********************************************************************
 LO0207  DESIGNATION -  N 162
 LO0207  PID         -  LO0207
 LO0207  STATE/COUNTY-  UT/SUMMIT
 LO0207  COUNTRY     -  US
 LO0207  USGS QUAD   -  DEADMAN MOUNTAIN (2017)
 LO0207
 LO0207                         *CURRENT SURVEY CONTROL
 LO0207  ______________________________________________________________________
 LO0207* NAD 83(1986) POSITION- 40 58 28.     (N) 110 51 07.     (W)   SCALED
 LO0207* NAVD 88 ORTHO HEIGHT -  2428.043 (meters)     7966.00  (feet) ADJUSTED
 LO0207  ______________________________________________________________________
 LO0207  GEOID HEIGHT    -        -13.795 (meters)                     GEOID18
 LO0207  DYNAMIC HEIGHT  -       2425.621 (meters)     7958.06  (feet) COMP
 LO0207  MODELED GRAVITY -    979,539.0   (mgal)                       NAVD 88
 LO0207
 LO0207  VERT ORDER      -  SECOND    CLASS 0
 LO0207
 LO0207.The horizontal coordinates were scaled from a map and have
 LO0207.an estimated accuracy of +/- 6 seconds.
 LO0207
 LO0207.The orthometric height was determined by differential leveling and
 LO0207.adjusted by the NATIONAL GEODETIC SURVEY
 LO0207.in June 1991.
 LO0207
 LO0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0207.GEOID18 height accuracy estimate available here.
 LO0207
 LO0207.Click photographs - Photos may exist for this station.
 LO0207
 LO0207.The dynamic height is computed by dividing the NAVD 88
 LO0207.geopotential number by the normal gravity value computed on the
 LO0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0207.degrees latitude (g = 980.6199 gals.).
 LO0207
 LO0207.The modeled gravity was interpolated from observed gravity values.
 LO0207
 LO0207;                    North         East    Units  Estimated Accuracy
 LO0207;SPC UT N     - 1,071,400.      554,540.      MT  (+/- 180 meters Scaled)
 LO0207
 LO0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL124359(NAD 83)
 LO0207
 LO0207                          SUPERSEDED SURVEY CONTROL
 LO0207
 LO0207  NGVD 29 (??/??/92) 2426.555  (m)         7961.12   (f) ADJ UNCH    2 0
 LO0207
 LO0207.Superseded values are not recommended for survey control.
 LO0207
 LO0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0207.See file dsdata.pdf to determine how the superseded data were derived.
 LO0207
 LO0207_MARKER: DB = BENCH MARK DISK
 LO0207_SETTING: 80 = SET IN A BOULDER
 LO0207_STAMPING: N 162 1962
 LO0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0207+STABILITY: SURFACE MOTION
 LO0207
 LO0207  HISTORY     - Date     Condition        Report By
 LO0207  HISTORY     - 1962     MONUMENTED       CGS
 LO0207
 LO0207                          STATION DESCRIPTION
 LO0207
 LO0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0207'54.45 MI NE FROM KAMAS.
 LO0207'54.45 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF
 LO0207'U.S. HIGHWAY 189 ALTERNATE AT KAMAS, 0.4 MILE SOUTHEAST OF THE
 LO0207'JUNCTION OF A ROAD NORTHEAST TO BERT MILLER RANCH, IN THE TOP OF A 2-
 LO0207'BY 3-FOOT BOULDER WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, 36 FEET
 LO0207'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 63 FEET NORTHEAST OF A
 LO0207'FENCE, 1.0 FOOT EAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE
 LO0207'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0628 ***********************************************************************
 HN0628  DESIGNATION -  N 163
 HN0628  PID         -  HN0628
 HN0628  STATE/COUNTY-  UT/GARFIELD
 HN0628  COUNTRY     -  US
 HN0628  USGS QUAD   -  ESCALANTE (2017)
 HN0628
 HN0628                         *CURRENT SURVEY CONTROL
 HN0628  ______________________________________________________________________
 HN0628* NAD 83(1986) POSITION- 37 46 13.     (N) 111 36 22.     (W)   SCALED
 HN0628* NAVD 88 ORTHO HEIGHT -  1785.674 (meters)     5858.50  (feet) ADJUSTED
 HN0628  ______________________________________________________________________
 HN0628  GEOID HEIGHT    -        -20.004 (meters)                     GEOID18
 HN0628  DYNAMIC HEIGHT  -       1783.614 (meters)     5851.74  (feet) COMP
 HN0628  MODELED GRAVITY -    979,412.8   (mgal)                       NAVD 88
 HN0628
 HN0628  VERT ORDER      -  SECOND    CLASS 0
 HN0628
 HN0628.The horizontal coordinates were scaled from a map and have
 HN0628.an estimated accuracy of +/- 6 seconds.
 HN0628
 HN0628.The orthometric height was determined by differential leveling and
 HN0628.adjusted by the NATIONAL GEODETIC SURVEY
 HN0628.in June 1991.
 HN0628
 HN0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0628.GEOID18 height accuracy estimate available here.
 HN0628
 HN0628.Click photographs - Photos may exist for this station.
 HN0628
 HN0628.The dynamic height is computed by dividing the NAVD 88
 HN0628.geopotential number by the normal gravity value computed on the
 HN0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0628.degrees latitude (g = 980.6199 gals.).
 HN0628
 HN0628.The modeled gravity was interpolated from observed gravity values.
 HN0628
 HN0628;                    North         East    Units  Estimated Accuracy
 HN0628;SPC UT S     - 3,122,490.      490,650.      MT  (+/- 180 meters Scaled)
 HN0628
 HN0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG466805(NAD 83)
 HN0628
 HN0628                          SUPERSEDED SURVEY CONTROL
 HN0628
 HN0628  NGVD 29 (??/??/92) 1784.477  (m)         5854.57   (f) ADJ UNCH    2 0
 HN0628
 HN0628.Superseded values are not recommended for survey control.
 HN0628
 HN0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0628.See file dsdata.pdf to determine how the superseded data were derived.
 HN0628
 HN0628_MARKER: DB = BENCH MARK DISK
 HN0628_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HN0628_SP_SET: BOX CULVERT HEADWALL
 HN0628_STAMPING: N 163 1962
 HN0628_MARK LOGO: CGS
 HN0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0628+STABILITY: SURFACE MOTION
 HN0628
 HN0628  HISTORY     - Date     Condition        Report By
 HN0628  HISTORY     - 1962     MONUMENTED       CGS
 HN0628  HISTORY     - 1963     GOOD             CGS
 HN0628
 HN0628                          STATION DESCRIPTION
 HN0628
 HN0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0628'0.25 MI W FROM ESCALANTE.
 HN0628'0.25 MILE WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0628'AT SCALANTE, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD
 HN0628'WALL OF CONCRETE BOX CULVERT 46.1 OVER AN IRRIGATION CANAL, 19 FEET
 HN0628'NORTH OF THE CENTER LINE OF THE HIGHWAY, 52 FEET WEST OF THE CENTER
 HN0628'LINE OF A STREET, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0657 ***********************************************************************
 HN0657  DESIGNATION -  N 164
 HN0657  PID         -  HN0657
 HN0657  STATE/COUNTY-  UT/GARFIELD
 HN0657  COUNTRY     -  US
 HN0657  USGS QUAD   -  HENRIEVILLE (2017)
 HN0657
 HN0657                         *CURRENT SURVEY CONTROL
 HN0657  ______________________________________________________________________
 HN0657* NAD 83(1986) POSITION- 37 37 08.     (N) 111 52 34.     (W)   SCALED
 HN0657* NAVD 88 ORTHO HEIGHT -  2141.101 (meters)     7024.60  (feet) ADJUSTED
 HN0657  ______________________________________________________________________
 HN0657  GEOID HEIGHT    -        -20.294 (meters)                     GEOID18
 HN0657  DYNAMIC HEIGHT  -       2138.441 (meters)     7015.87  (feet) COMP
 HN0657  MODELED GRAVITY -    979,311.1   (mgal)                       NAVD 88
 HN0657
 HN0657  VERT ORDER      -  SECOND    CLASS 0
 HN0657
 HN0657.The horizontal coordinates were scaled from a map and have
 HN0657.an estimated accuracy of +/- 6 seconds.
 HN0657
 HN0657.The orthometric height was determined by differential leveling and
 HN0657.adjusted by the NATIONAL GEODETIC SURVEY
 HN0657.in June 1991.
 HN0657
 HN0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0657.GEOID18 height accuracy estimate available here.
 HN0657
 HN0657.Click photographs - Photos may exist for this station.
 HN0657
 HN0657.The dynamic height is computed by dividing the NAVD 88
 HN0657.geopotential number by the normal gravity value computed on the
 HN0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0657.degrees latitude (g = 980.6199 gals.).
 HN0657
 HN0657.The modeled gravity was interpolated from observed gravity values.
 HN0657
 HN0657;                    North         East    Units  Estimated Accuracy
 HN0657;SPC UT S     - 3,105,750.      466,800.      MT  (+/- 180 meters Scaled)
 HN0657
 HN0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG226638(NAD 83)
 HN0657
 HN0657                          SUPERSEDED SURVEY CONTROL
 HN0657
 HN0657  NGVD 29 (??/??/92) 2139.737  (m)         7020.12   (f) ADJ UNCH    2 0
 HN0657
 HN0657.Superseded values are not recommended for survey control.
 HN0657
 HN0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0657.See file dsdata.pdf to determine how the superseded data were derived.
 HN0657
 HN0657_MARKER: DB = BENCH MARK DISK
 HN0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0657_STAMPING: N 164 1963
 HN0657_MARK LOGO: CGS
 HN0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0657+STABILITY: SURFACE MOTION
 HN0657
 HN0657  HISTORY     - Date     Condition        Report By
 HN0657  HISTORY     - 1963     MONUMENTED       CGS
 HN0657
 HN0657                          STATION DESCRIPTION
 HN0657
 HN0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0657'17.4 MI E FROM TROPIC.
 HN0657'17.4 MILES EAST ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT TROPIC,
 HN0657'51 FEET WEST OF THE CENTER OF THE JUNCTION OF A TRACK ROAD NORTH, 33
 HN0657'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 80 FEET SOUTHWEST OF
 HN0657'THE NORTHWEST END OF A 48-INCH PIPE CULVERT, 33 FEET SOUTHWEST OF THE
 HN0657'CENTER LINE OF THE ROAD, 2.0 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 HN0657'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HN0657'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0070 ***********************************************************************
 HO0070  DESIGNATION -  N 165
 HO0070  PID         -  HO0070
 HO0070  STATE/COUNTY-  UT/GARFIELD
 HO0070  COUNTRY     -  US
 HO0070  USGS QUAD   -  TROPIC CANYON (2017)
 HO0070
 HO0070                         *CURRENT SURVEY CONTROL
 HO0070  ______________________________________________________________________
 HO0070* NAD 83(1986) POSITION- 37 40 32.5    (N) 112 06 43.7    (W)   HD_HELD2
 HO0070* NAVD 88 ORTHO HEIGHT -  2129.170 (meters)     6985.45  (feet) ADJUSTED
 HO0070  ______________________________________________________________________
 HO0070  GEOID HEIGHT    -        -20.069 (meters)                     GEOID18
 HO0070  DYNAMIC HEIGHT  -       2126.512 (meters)     6976.73  (feet) COMP
 HO0070  MODELED GRAVITY -    979,305.7   (mgal)                       NAVD 88
 HO0070
 HO0070  VERT ORDER      -  SECOND    CLASS 0
 HO0070
 HO0070.The horizontal coordinates were established by autonomous hand held GPS
 HO0070.observations and have an estimated accuracy of +/- 10 meters.
 HO0070
 HO0070.The orthometric height was determined by differential leveling and
 HO0070.adjusted by the NATIONAL GEODETIC SURVEY
 HO0070.in June 1991.
 HO0070
 HO0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0070.GEOID18 height accuracy estimate available here.
 HO0070
 HO0070.Click photographs - Photos may exist for this station.
 HO0070
 HO0070.The dynamic height is computed by dividing the NAVD 88
 HO0070.geopotential number by the normal gravity value computed on the
 HO0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0070.degrees latitude (g = 980.6199 gals.).
 HO0070
 HO0070.The modeled gravity was interpolated from observed gravity values.
 HO0070
 HO0070;                    North         East    Units  Estimated Accuracy
 HO0070;SPC UT S     - 3,112,162.      446,001.      MT  (+/- 10 meters HH2 GPS)
 HO0070
 HO0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0192770415(NAD 83)
 HO0070
 HO0070                          SUPERSEDED SURVEY CONTROL
 HO0070
 HO0070  NGVD 29 (??/??/92) 2127.768  (m)         6980.85   (f) ADJ UNCH    2 0
 HO0070
 HO0070.Superseded values are not recommended for survey control.
 HO0070
 HO0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0070.See file dsdata.pdf to determine how the superseded data were derived.
 HO0070
 HO0070_MARKER: DB = BENCH MARK DISK
 HO0070_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0070_SP_SET: CULVERT HEADWALL
 HO0070_STAMPING: N 165 1963
 HO0070_MARK LOGO: CGS
 HO0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0070+STABILITY: SURFACE MOTION
 HO0070
 HO0070  HISTORY     - Date     Condition        Report By
 HO0070  HISTORY     - 1963     MONUMENTED       CGS
 HO0070
 HO0070                          STATION DESCRIPTION
 HO0070
 HO0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0070'4.65 MI N FROM TROPIC.
 HO0070'4.65 MILES NORTH ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT TROPIC,
 HO0070'ON THE OUTSIDE OF A LONG CURVE, IN THE TOP OF THE NORTH END OF THE
 HO0070'WEST CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT, 18 FEET WEST OF THE
 HO0070'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0202 ***********************************************************************
 JN0202  DESIGNATION -  N 166
 JN0202  PID         -  JN0202
 JN0202  STATE/COUNTY-  UT/GARFIELD
 JN0202  COUNTRY     -  US
 JN0202  USGS QUAD   -  BIG LAKE (2017)
 JN0202
 JN0202                         *CURRENT SURVEY CONTROL
 JN0202  ______________________________________________________________________
 JN0202* NAD 83(1986) POSITION- 38 00 02.     (N) 111 42 31.     (W)   SCALED
 JN0202* NAVD 88 ORTHO HEIGHT -  2947.94  (+/-2cm)     9671.7   (feet) VERTCON3
 JN0202  ______________________________________________________________________
 JN0202  GEOID HEIGHT    -        -18.285 (meters)                     GEOID18
 JN0202  VERT ORDER      -  ? (See Below)
 JN0202
 JN0202.The horizontal coordinates were scaled from a map and have
 JN0202.an estimated accuracy of +/- 6 seconds.
 JN0202
 JN0202.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0202
 JN0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0202.GEOID18 height accuracy estimate available here.
 JN0202
 JN0202.The vertical order pertains to the NGVD 29 superseded value.
 JN0202
 JN0202.Click photographs - Photos may exist for this station.
 JN0202
 JN0202;                    North         East    Units  Estimated Accuracy
 JN0202;SPC UT S     - 3,148,060.      481,680.      MT  (+/- 180 meters Scaled)
 JN0202
 JN0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH377061(NAD 83)
 JN0202
 JN0202                          SUPERSEDED SURVEY CONTROL
 JN0202
 JN0202  NGVD 29 (??/??/92) 2946.391  (m)         9666.62   (f) ADJ UNCH       
 JN0202
 JN0202.Superseded values are not recommended for survey control.
 JN0202
 JN0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0202.See file dsdata.pdf to determine how the superseded data were derived.
 JN0202
 JN0202_MARKER: DB = BENCH MARK DISK
 JN0202_SETTING: 80 = SET IN A BOULDER
 JN0202_STAMPING: N 166 1963
 JN0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0202+STABILITY: SURFACE MOTION
 JN0202
 JN0202  HISTORY     - Date     Condition        Report By
 JN0202  HISTORY     - 1963     MONUMENTED       CGS
 JN0202
 JN0202                          STATION DESCRIPTION
 JN0202
 JN0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0202'21.45 MI N FROM ESCALANTE.
 JN0202'21.45 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 JN0202'ESCALANTE, NEAR THE SOUTH EDGE OF DAVIS FLAT, 0.2 MILE SOUTH OF THE
 JN0202'JUNCTION OF A BLADED ROAD WEST TO CLAYTON GUARD STATION, IN THE TOP OF
 JN0202'A 5- BY 5-FOOT BOULDER WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND,
 JN0202'66 FEET WEST OF THE CENTER LINE OF THE ROAD, 4.0 FEET WEST OF A
 JN0202'WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0223 ***********************************************************************
 JN0223  DESIGNATION -  N 167
 JN0223  PID         -  JN0223
 JN0223  STATE/COUNTY-  UT/WAYNE
 JN0223  COUNTRY     -  US
 JN0223  USGS QUAD   -  SMOOTH KNOLL (2017)
 JN0223
 JN0223                         *CURRENT SURVEY CONTROL
 JN0223  ______________________________________________________________________
 JN0223* NAD 83(1986) POSITION- 38 13 55.6    (N) 111 38 00.9    (W)   HD_HELD2
 JN0223* NAVD 88 ORTHO HEIGHT -  2527.899 (meters)     8293.62  (feet) ADJUSTED
 JN0223  ______________________________________________________________________
 JN0223  GEOID HEIGHT    -        -17.791 (meters)                     GEOID18
 JN0223  DYNAMIC HEIGHT  -       2524.738 (meters)     8283.24  (feet) COMP
 JN0223  MODELED GRAVITY -    979,286.6   (mgal)                       NAVD 88
 JN0223
 JN0223  VERT ORDER      -  SECOND    CLASS 0
 JN0223
 JN0223.The horizontal coordinates were established by autonomous hand held GPS
 JN0223.observations and have an estimated accuracy of +/- 10 meters.
 JN0223
 JN0223.The orthometric height was determined by differential leveling and
 JN0223.adjusted by the NATIONAL GEODETIC SURVEY
 JN0223.in June 1991.
 JN0223
 JN0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0223.GEOID18 height accuracy estimate available here.
 JN0223
 JN0223.Click photographs - Photos may exist for this station.
 JN0223
 JN0223.The dynamic height is computed by dividing the NAVD 88
 JN0223.geopotential number by the normal gravity value computed on the
 JN0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0223.degrees latitude (g = 980.6199 gals.).
 JN0223
 JN0223.The modeled gravity was interpolated from observed gravity values.
 JN0223
 JN0223;                    North         East    Units  Estimated Accuracy
 JN0223;SPC UT S     - 3,173,751.      488,304.      MT  (+/- 10 meters HH2 GPS)
 JN0223
 JN0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH4454831758(NAD 83)
 JN0223
 JN0223                          SUPERSEDED SURVEY CONTROL
 JN0223
 JN0223  NGVD 29 (??/??/92) 2526.474  (m)         8288.94   (f) ADJ UNCH    2 0
 JN0223
 JN0223.Superseded values are not recommended for survey control.
 JN0223
 JN0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0223.See file dsdata.pdf to determine how the superseded data were derived.
 JN0223
 JN0223_MARKER: DB = BENCH MARK DISK
 JN0223_SETTING: 80 = SET IN A BOULDER
 JN0223_STAMPING: N 167 1963
 JN0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0223+STABILITY: SURFACE MOTION
 JN0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0223+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2010
 JN0223
 JN0223  HISTORY     - Date     Condition        Report By
 JN0223  HISTORY     - 1963     MONUMENTED       CGS
 JN0223  HISTORY     - 1979     GOOD             USGS
 JN0223  HISTORY     - 20100904 GOOD             GEOCAC
 JN0223
 JN0223                          STATION DESCRIPTION
 JN0223
 JN0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0223'13.15 MI S FROM LOA.
 JN0223'13.15 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0223'24 AT LOA, 0.15 MILE SOUTH OF THE JUNCTION OF A TRACK ROAD EAST, IN
 JN0223'THE TOP OF A 4- BY 4-FOOT BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE
 JN0223'THE GROUND, 110 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.5 FEET
 JN0223'EAST OF A WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE ROAD.
 JN0223
 JN0223                          STATION RECOVERY (1979)
 JN0223
 JN0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JN0223'13.0 MILES SOUTH ALONG DIRT ROAD FROM JUNCTION OF STATE HIGHWAY 24 AT
 JN0223'LOA, (REST OF DESCRIPTION SAME).
 JN0223
 JN0223                          STATION RECOVERY (2010)
 JN0223
 JN0223'RECOVERY NOTE BY GEOCACHING 2010 (JAC)
 JN0223'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0353 ***********************************************************************
 HN0353  DESIGNATION -  N 168
 HN0353  PID         -  HN0353
 HN0353  STATE/COUNTY-  UT/GARFIELD
 HN0353  COUNTRY     -  US
 HN0353  USGS QUAD   -  SEEP FLAT (2017)
 HN0353
 HN0353                         *CURRENT SURVEY CONTROL
 HN0353  ______________________________________________________________________
 HN0353* NAD 83(1986) POSITION- 37 37 07.     (N) 111 26 23.     (W)   SCALED
 HN0353* NAVD 88 ORTHO HEIGHT -  1655.029 (meters)     5429.87  (feet) ADJUSTED
 HN0353  ______________________________________________________________________
 HN0353  GEOID HEIGHT    -        -21.028 (meters)                     GEOID18
 HN0353  DYNAMIC HEIGHT  -       1653.144 (meters)     5423.69  (feet) COMP
 HN0353  MODELED GRAVITY -    979,433.3   (mgal)                       NAVD 88
 HN0353
 HN0353  VERT ORDER      -  SECOND    CLASS 0
 HN0353
 HN0353.The horizontal coordinates were scaled from a map and have
 HN0353.an estimated accuracy of +/- 6 seconds.
 HN0353
 HN0353.The orthometric height was determined by differential leveling and
 HN0353.adjusted by the NATIONAL GEODETIC SURVEY
 HN0353.in June 1991.
 HN0353
 HN0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0353.GEOID18 height accuracy estimate available here.
 HN0353
 HN0353.Click photographs - Photos may exist for this station.
 HN0353
 HN0353.The dynamic height is computed by dividing the NAVD 88
 HN0353.geopotential number by the normal gravity value computed on the
 HN0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0353.degrees latitude (g = 980.6199 gals.).
 HN0353
 HN0353.The modeled gravity was interpolated from observed gravity values.
 HN0353
 HN0353;                    North         East    Units  Estimated Accuracy
 HN0353;SPC UT S     - 3,105,650.      505,320.      MT  (+/- 180 meters Scaled)
 HN0353
 HN0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG611635(NAD 83)
 HN0353
 HN0353                          SUPERSEDED SURVEY CONTROL
 HN0353
 HN0353  NGVD 29 (??/??/92) 1653.906  (m)         5426.19   (f) ADJ UNCH    2 0
 HN0353
 HN0353.Superseded values are not recommended for survey control.
 HN0353
 HN0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0353.See file dsdata.pdf to determine how the superseded data were derived.
 HN0353
 HN0353_MARKER: DB = BENCH MARK DISK
 HN0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0353_STAMPING: N 168 1963
 HN0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0353+STABILITY: SURFACE MOTION
 HN0353
 HN0353  HISTORY     - Date     Condition        Report By
 HN0353  HISTORY     - 1963     MONUMENTED       CGS
 HN0353
 HN0353                          STATION DESCRIPTION
 HN0353
 HN0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0353'14.1 MI SE FROM ESCALANTE.
 HN0353'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0353'AT ESCALANTE, THENCE 9.1 MILES SOUTHEAST ALONG A DIRT ROAD, 0.4 MILE
 HN0353'SOUTHEAST OF THE JUNCTION OF A TRACK ROAD EAST-SOUTHEAST, 0.05 MILE
 HN0353'NORTHWEST OF THE CREST OF A SMALL RISE, 54 FEET SOUTHWEST OF THE
 HN0353'CENTER LINE OF THE ROAD, 2.6 FEET NORTHWEST OF A WITNESS POST, ABOUT 1
 HN0353'1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HN0353'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0515 ***********************************************************************
 HN0515  DESIGNATION -  N 169
 HN0515  PID         -  HN0515
 HN0515  STATE/COUNTY-  UT/KANE
 HN0515  COUNTRY     -  US
 HN0515  USGS QUAD   -  SOONER BENCH (2017)
 HN0515
 HN0515                         *CURRENT SURVEY CONTROL
 HN0515  ______________________________________________________________________
 HN0515* NAD 83(1986) POSITION- 37 16 30.     (N) 111 00 19.     (W)   SCALED
 HN0515* NAVD 88 ORTHO HEIGHT -  1309.443 (meters)     4296.06  (feet) ADJUSTED
 HN0515  ______________________________________________________________________
 HN0515  GEOID HEIGHT    -        -22.674 (meters)                     GEOID18
 HN0515  DYNAMIC HEIGHT  -       1307.878 (meters)     4290.93  (feet) COMP
 HN0515  MODELED GRAVITY -    979,392.5   (mgal)                       NAVD 88
 HN0515
 HN0515  VERT ORDER      -  SECOND    CLASS 0
 HN0515
 HN0515.The horizontal coordinates were scaled from a map and have
 HN0515.an estimated accuracy of +/- 6 seconds.
 HN0515
 HN0515.The orthometric height was determined by differential leveling and
 HN0515.adjusted by the NATIONAL GEODETIC SURVEY
 HN0515.in June 1991.
 HN0515
 HN0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0515.GEOID18 height accuracy estimate available here.
 HN0515
 HN0515.Click photographs - Photos may exist for this station.
 HN0515
 HN0515.The dynamic height is computed by dividing the NAVD 88
 HN0515.geopotential number by the normal gravity value computed on the
 HN0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0515.degrees latitude (g = 980.6199 gals.).
 HN0515
 HN0515.The modeled gravity was interpolated from observed gravity values.
 HN0515
 HN0515;                    North         East    Units  Estimated Accuracy
 HN0515;SPC UT S     - 3,067,630.      543,880.      MT  (+/- 180 meters Scaled)
 HN0515
 HN0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG995253(NAD 83)
 HN0515
 HN0515                          SUPERSEDED SURVEY CONTROL
 HN0515
 HN0515  NGVD 29 (??/??/92) 1308.362  (m)         4292.52   (f) ADJ UNCH    2 0
 HN0515
 HN0515.Superseded values are not recommended for survey control.
 HN0515
 HN0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0515.See file dsdata.pdf to determine how the superseded data were derived.
 HN0515
 HN0515_MARKER: DB = BENCH MARK DISK
 HN0515_SETTING: 80 = SET IN A BOULDER
 HN0515_STAMPING: N 169 1963
 HN0515_MARK LOGO: CGS
 HN0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0515+STABILITY: SURFACE MOTION
 HN0515
 HN0515  HISTORY     - Date     Condition        Report By
 HN0515  HISTORY     - 1963     MONUMENTED       CGS
 HN0515
 HN0515                          STATION DESCRIPTION
 HN0515
 HN0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0515'51.9 MI SE FROM ESCALANTE.
 HN0515'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0515'AT ESCALANTE, THENCE 46.9 MILES SOUTHEAST ALONG A DIRT ROAD, 0.2 MILE
 HN0515'NORTHWEST OF A THE SODA SIGN, AT THE FOOT OF THE SOUTHEAST SLOPE OF A
 HN0515'HIGH HILL, IN THE TOP OF A 5- BY 12-FOOT BOULDER WHICH PROJECTS ABOUT
 HN0515'2 1/2 FEET ABOVE THE GROUND, 69 FEET WEST OF THE CENTER LINE OF THE
 HN0515'ROAD, 8.4 FEET WEST OF A WITNESS POST, AND ABOUT 10 FEET HIGHER THAN
 HN0515'THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0463 ***********************************************************************
 LO0463  DESIGNATION -  N 17
 LO0463  PID         -  LO0463
 LO0463  STATE/COUNTY-  UT/UTAH
 LO0463  COUNTRY     -  US
 LO0463  USGS QUAD   -  SPRINGVILLE (2017)
 LO0463
 LO0463                         *CURRENT SURVEY CONTROL
 LO0463  ______________________________________________________________________
 LO0463* NAD 83(1986) POSITION- 40 10 19.     (N) 111 37 06.     (W)   SCALED
 LO0463* NAVD 88 ORTHO HEIGHT -  1385.239 (meters)     4544.74  (feet) ADJUSTED
 LO0463  ______________________________________________________________________
 LO0463  GEOID HEIGHT    -        -17.077 (meters)                     GEOID18
 LO0463  DYNAMIC HEIGHT  -       1384.018 (meters)     4540.73  (feet) COMP
 LO0463  MODELED GRAVITY -    979,696.4   (mgal)                       NAVD 88
 LO0463
 LO0463  VERT ORDER      -  FIRST     CLASS II
 LO0463
 LO0463.The horizontal coordinates were scaled from a map and have
 LO0463.an estimated accuracy of +/- 6 seconds.
 LO0463
 LO0463.The orthometric height was determined by differential leveling and
 LO0463.adjusted by the NATIONAL GEODETIC SURVEY
 LO0463.in June 1991.
 LO0463
 LO0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0463.GEOID18 height accuracy estimate available here.
 LO0463
 LO0463.Click photographs - Photos may exist for this station.
 LO0463
 LO0463.The dynamic height is computed by dividing the NAVD 88
 LO0463.geopotential number by the normal gravity value computed on the
 LO0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0463.degrees latitude (g = 980.6199 gals.).
 LO0463
 LO0463.The modeled gravity was interpolated from observed gravity values.
 LO0463
 LO0463;                    North         East    Units  Estimated Accuracy
 LO0463;SPC UT C     - 2,204,130.      489,920.      MT  (+/- 180 meters Scaled)
 LO0463
 LO0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK473470(NAD 83)
 LO0463
 LO0463                          SUPERSEDED SURVEY CONTROL
 LO0463
 LO0463  NGVD 29 (??/??/92) 1384.224  (m)         4541.41   (f) ADJ UNCH    1 2
 LO0463
 LO0463.Superseded values are not recommended for survey control.
 LO0463
 LO0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0463.See file dsdata.pdf to determine how the superseded data were derived.
 LO0463
 LO0463_MARKER: DB = BENCH MARK DISK
 LO0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0463_STAMPING: 4541.408 N 17 1927
 LO0463_MARK LOGO: CGS
 LO0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0463+STABILITY: SURFACE MOTION
 LO0463
 LO0463  HISTORY     - Date     Condition        Report By
 LO0463  HISTORY     - 1927     MONUMENTED       CGS
 LO0463  HISTORY     - 1948     MARK NOT FOUND   USGS
 LO0463
 LO0463                          STATION DESCRIPTION
 LO0463
 LO0463'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 LO0463'0.7 MI N FROM SPRINGVILLE.
 LO0463'0.7 MILE NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 LO0463'THE STATION AT SPRINGVILLE, UTAH COUNTY, ABOUT 120 YARDS NORTH OF
 LO0463'BRIDGE 696-29, 100 FEET SOUTH OF A ROAD CROSSING, 20 FEET WEST OF THE
 LO0463'WEST TRACK, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED 4541.408
 LO0463'N 17 1927 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0485 ***********************************************************************
 MR0485  DESIGNATION -  N 170
 MR0485  PID         -  MR0485
 MR0485  STATE/COUNTY-  UT/CACHE
 MR0485  COUNTRY     -  US
 MR0485  USGS QUAD   -  TRENTON (2017)
 MR0485
 MR0485                         *CURRENT SURVEY CONTROL
 MR0485  ______________________________________________________________________
 MR0485* NAD 83(1986) POSITION- 41 54 11.0    (N) 111 57 06.5    (W)   HD_HELD2
 MR0485* NAVD 88 ORTHO HEIGHT -  1375.605 (meters)     4513.13  (feet) ADJUSTED
 MR0485  ______________________________________________________________________
 MR0485  GEOID HEIGHT    -        -15.161 (meters)                     GEOID18
 MR0485  DYNAMIC HEIGHT  -       1374.651 (meters)     4510.00  (feet) COMP
 MR0485  MODELED GRAVITY -    979,881.4   (mgal)                       NAVD 88
 MR0485
 MR0485  VERT ORDER      -  FIRST     CLASS I
 MR0485
 MR0485.The horizontal coordinates were established by autonomous hand held GPS
 MR0485.observations and have an estimated accuracy of +/- 10 meters.
 MR0485
 MR0485.The orthometric height was determined by differential leveling and
 MR0485.adjusted by the NATIONAL GEODETIC SURVEY
 MR0485.in June 1991.
 MR0485
 MR0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0485.GEOID18 height accuracy estimate available here.
 MR0485
 MR0485.Click photographs - Photos may exist for this station.
 MR0485
 MR0485.The dynamic height is computed by dividing the NAVD 88
 MR0485.geopotential number by the normal gravity value computed on the
 MR0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0485.degrees latitude (g = 980.6199 gals.).
 MR0485
 MR0485.The modeled gravity was interpolated from observed gravity values.
 MR0485
 MR0485;                    North         East    Units  Estimated Accuracy
 MR0485;SPC UT N     - 1,174,423.      462,510.      MT  (+/- 10 meters HH2 GPS)
 MR0485
 MR0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2105339450(NAD 83)
 MR0485
 MR0485                          SUPERSEDED SURVEY CONTROL
 MR0485
 MR0485  NGVD 29 (??/??/92) 1374.567  (m)         4509.73   (f) ADJ UNCH    1 1
 MR0485
 MR0485.Superseded values are not recommended for survey control.
 MR0485
 MR0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0485.See file dsdata.pdf to determine how the superseded data were derived.
 MR0485
 MR0485_MARKER: DB = BENCH MARK DISK
 MR0485_SETTING: 66 = SET IN ROCK OUTCROP
 MR0485_STAMPING: N 170 1967
 MR0485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0485+STABILITY: POSITION/ELEVATION WELL
 MR0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0485+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2009
 MR0485
 MR0485  HISTORY     - Date     Condition        Report By
 MR0485  HISTORY     - 1967     MONUMENTED       CGS
 MR0485  HISTORY     - 20091224 GOOD             GEOCAC
 MR0485
 MR0485                          STATION DESCRIPTION
 MR0485
 MR0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0485'1.3 MI S FROM TRENTON.
 MR0485'1.0 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 MR0485'STATE HIGHWAY 170 AT TRENTON, THENCE 0.3 MILE WEST ALONG A GRAVELED
 MR0485'ROAD, AT THE JUNCTION OF STATE HIGHWAY 23, IN THE TOP OF A 4 1/2 BY 4
 MR0485'1/2-FOOT OUTCROP WHICH PROJECTS 1 1/2 FEET ABOVE THE GROUND, 45 FEET
 MR0485'NORTH OF THE EXTENDED CENTER LINE OF THE ROAD, 104 FEET WEST OF THE
 MR0485'CENTER LINE OF THE HIGHWAY, 74 FEET WEST-NORTHWEST OF THE NORTH END OF
 MR0485'A STEEL GATE, 65.2 FEET WEST OF A FENCE, 66.1 FEET WEST OF A WITNESS
 MR0485'POST, AND ABOUT 12 FEET HIGHER THAN THE HIGHWAY.
 MR0485
 MR0485                          STATION RECOVERY (2009)
 MR0485
 MR0485'RECOVERY NOTE BY GEOCACHING 2009 (JWS)
 MR0485'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0164 ***********************************************************************
 MS0164  DESIGNATION -  N 171
 MS0164  PID         -  MS0164
 MS0164  STATE/COUNTY-  UT/BOX ELDER
 MS0164  COUNTRY     -  US
 MS0164  USGS QUAD   -  WILLARD (2017)
 MS0164
 MS0164                         *CURRENT SURVEY CONTROL
 MS0164  ______________________________________________________________________
 MS0164* NAD 83(1986) POSITION- 41 28 29.88   (N) 112 01 29.79   (W)   HD_HELD1
 MS0164* NAVD 88 ORTHO HEIGHT -  1318.753 (meters)     4326.61  (feet) ADJUSTED
 MS0164  ______________________________________________________________________
 MS0164  GEOID HEIGHT    -        -16.083 (meters)                     GEOID18
 MS0164  DYNAMIC HEIGHT  -       1317.806 (meters)     4323.50  (feet) COMP
 MS0164  MODELED GRAVITY -    979,860.1   (mgal)                       NAVD 88
 MS0164  OBS GRAVITY     -    979,860.2   (mgal)                       GRAV_OBS
 MS0164
 MS0164  VERT ORDER      -  FIRST     CLASS I
 MS0164
 MS0164.The horizontal coordinates were determined by differentially corrected
 MS0164.hand held GPS observations or other comparable positioning techniques
 MS0164.and have an estimated accuracy of +/- 3 meters.
 MS0164
 MS0164.The orthometric height was determined by differential leveling and
 MS0164.adjusted by the NATIONAL GEODETIC SURVEY
 MS0164.in June 1991.
 MS0164
 MS0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0164.GEOID18 height accuracy estimate available here.
 MS0164
 MS0164.Click photographs - Photos may exist for this station.
 MS0164
 MS0164.The dynamic height is computed by dividing the NAVD 88
 MS0164.geopotential number by the normal gravity value computed on the
 MS0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0164.degrees latitude (g = 980.6199 gals.).
 MS0164
 MS0164.The modeled gravity was interpolated from observed gravity values.
 MS0164
 MS0164.The observed gravity was obtained from relative gravimeter ties
 MS0164.to the IGSN71 gravity network.
 MS0164
 MS0164;                    North         East    Units  Estimated Accuracy
 MS0164;SPC UT N     - 1,126,912.1     456,154.3     MT  (+/- 3 meters HH1 GPS) 
 MS0164
 MS0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1442291992(NAD 83)
 MS0164
 MS0164                          SUPERSEDED SURVEY CONTROL
 MS0164
 MS0164  NGVD 29 (??/??/92) 1317.761  (m)         4323.35   (f) ADJ UNCH    1 1
 MS0164
 MS0164.Superseded values are not recommended for survey control.
 MS0164
 MS0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0164.See file dsdata.pdf to determine how the superseded data were derived.
 MS0164
 MS0164_MARKER: DB = BENCH MARK DISK
 MS0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0164_STAMPING: N 171 1967
 MS0164_MARK LOGO: CGS
 MS0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0164+STABILITY: SURFACE MOTION
 MS0164
 MS0164  HISTORY     - Date     Condition        Report By
 MS0164  HISTORY     - 1967     MONUMENTED       CGS
 MS0164
 MS0164                          STATION DESCRIPTION
 MS0164
 MS0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0164'2.7 MI S FROM BRIGHAM CITY.
 MS0164'2.7 MILES SOUTH ALONG U.S. HIGHWAYS 89, 91 AND 30S FROM THE COURTHOUSE
 MS0164'AT BRIGHAM CITY, ABOUT 0.25 MILE SOUTH AND ACROSS THE HIGHWAY FROM
 MS0164'MADDOX CAFE, AT THE SOUTHWEST END OF A FRUIT STAND PARKING LOT, 43 1/2
 MS0164'FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST LANES OF THE
 MS0164'HIGHWAY, 1 FOOT SOUTHWEST OF A POWER POLE SUPPORTING TRANSFORMER NO.
 MS0164'G19130 AND A FLOOD LIGHT, 1.8 FEET NORTHWEST OF A WITNESS POST, ABOUT
 MS0164'LEVEL WITH THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 MS0164'ROD DRIVEN TO SUDDEN REFUSAL AT A DEPTH OF 8 FEET. THE UPPER PORTION
 MS0164'OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 MS0164'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0138 ***********************************************************************
 MS0138  DESIGNATION -  N 172
 MS0138  PID         -  MS0138
 MS0138  STATE/COUNTY-  UT/DAVIS
 MS0138  COUNTRY     -  US
 MS0138  USGS QUAD   -  ROY (2017)
 MS0138
 MS0138                         *CURRENT SURVEY CONTROL
 MS0138  ______________________________________________________________________
 MS0138* NAD 83(1986) POSITION- 41 08 55.     (N) 112 01 34.     (W)   SCALED
 MS0138* NAVD 88 ORTHO HEIGHT -  1387.726 (meters)     4552.90  (feet) ADJUSTED
 MS0138  ______________________________________________________________________
 MS0138  GEOID HEIGHT    -        -16.951 (meters)                     GEOID18
 MS0138  DYNAMIC HEIGHT  -       1386.650 (meters)     4549.37  (feet) COMP
 MS0138  MODELED GRAVITY -    979,800.6   (mgal)                       NAVD 88
 MS0138  OBS GRAVITY     -    979,797.5   (mgal)                       GRAV_OBS
 MS0138
 MS0138  VERT ORDER      -  FIRST     CLASS I
 MS0138
 MS0138.The horizontal coordinates were scaled from a map and have
 MS0138.an estimated accuracy of +/- 6 seconds.
 MS0138
 MS0138.The orthometric height was determined by differential leveling and
 MS0138.adjusted by the NATIONAL GEODETIC SURVEY
 MS0138.in June 1991.
 MS0138
 MS0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0138.GEOID18 height accuracy estimate available here.
 MS0138
 MS0138.Click photographs - Photos may exist for this station.
 MS0138
 MS0138.The dynamic height is computed by dividing the NAVD 88
 MS0138.geopotential number by the normal gravity value computed on the
 MS0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0138.degrees latitude (g = 980.6199 gals.).
 MS0138
 MS0138.The modeled gravity was interpolated from observed gravity values.
 MS0138
 MS0138.The observed gravity was obtained from relative gravimeter ties
 MS0138.to the IGSN71 gravity network.
 MS0138
 MS0138;                    North         East    Units  Estimated Accuracy
 MS0138;SPC UT N     - 1,090,670.      455,840.      MT  (+/- 180 meters Scaled)
 MS0138
 MS0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL138557(NAD 83)
 MS0138
 MS0138                          SUPERSEDED SURVEY CONTROL
 MS0138
 MS0138  NGVD 29 (??/??/92) 1386.727  (m)         4549.62   (f) ADJ UNCH    1 1
 MS0138
 MS0138.Superseded values are not recommended for survey control.
 MS0138
 MS0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0138.See file dsdata.pdf to determine how the superseded data were derived.
 MS0138
 MS0138_MARKER: DB = BENCH MARK DISK
 MS0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0138_SP_SET: FOUNDATION
 MS0138_STAMPING: N 172 1967
 MS0138_MARK LOGO: CGS
 MS0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0138
 MS0138  HISTORY     - Date     Condition        Report By
 MS0138  HISTORY     - 1967     MONUMENTED       CGS
 MS0138
 MS0138                          STATION DESCRIPTION
 MS0138
 MS0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0138'0.9 MI S FROM ROY.
 MS0138'0.9 MILE SOUTH ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF 5600 SOUTH
 MS0138'STREET AT ROY, AT THE JUNCTION OF 2400 NORTH STREET, IN THE TOP OF THE
 MS0138'SOUTHEAST CORNER OF 2- BY 4-FOOT CONCRETE FOUNDATION FOR AN
 MS0138'UNDERGROUND WATER VALVE, 35 1/2 FEET WEST OF THE CENTER LINE OF THE
 MS0138'WEST LANES OF THE HIGHWAY, 38 FEET NORTH OF THE CENTER LINE OF THE
 MS0138'STREET, 15 FEET NORTH OF A T JUNCTION POWER POLE, AND ABOUT LEVEL WITH
 MS0138'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0246 ***********************************************************************
 LP0246  DESIGNATION -  N 173
 LP0246  PID         -  LP0246
 LP0246  STATE/COUNTY-  UT/TOOELE
 LP0246  COUNTRY     -  US
 LP0246  USGS QUAD   -  TOOELE (2017)
 LP0246
 LP0246                         *CURRENT SURVEY CONTROL
 LP0246  ______________________________________________________________________
 LP0246* NAD 83(1986) POSITION- 40 35 30.     (N) 112 15 37.     (W)   SCALED
 LP0246* NAVD 88 ORTHO HEIGHT -  1414.018 (meters)     4639.16  (feet) ADJUSTED
 LP0246  ______________________________________________________________________
 LP0246  GEOID HEIGHT    -        -17.280 (meters)                     GEOID18
 LP0246  DYNAMIC HEIGHT  -       1412.856 (meters)     4635.35  (feet) COMP
 LP0246  MODELED GRAVITY -    979,753.9   (mgal)                       NAVD 88
 LP0246
 LP0246  VERT ORDER      -  FIRST     CLASS I
 LP0246
 LP0246.The horizontal coordinates were scaled from a map and have
 LP0246.an estimated accuracy of +/- 6 seconds.
 LP0246
 LP0246.The orthometric height was determined by differential leveling and
 LP0246.adjusted by the NATIONAL GEODETIC SURVEY
 LP0246.in June 1991.
 LP0246
 LP0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0246.GEOID18 height accuracy estimate available here.
 LP0246
 LP0246.Click photographs - Photos may exist for this station.
 LP0246
 LP0246.The dynamic height is computed by dividing the NAVD 88
 LP0246.geopotential number by the normal gravity value computed on the
 LP0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0246.degrees latitude (g = 980.6199 gals.).
 LP0246
 LP0246.The modeled gravity was interpolated from observed gravity values.
 LP0246
 LP0246;                    North         East    Units  Estimated Accuracy
 LP0246;SPC UT C     - 2,251,000.      435,640.      MT  (+/- 180 meters Scaled)
 LP0246
 LP0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK933941(NAD 83)
 LP0246
 LP0246                          SUPERSEDED SURVEY CONTROL
 LP0246
 LP0246  NGVD 29 (??/??/92) 1412.93   (m)         4635.6    (f) COMPUTED    1 1
 LP0246
 LP0246.Superseded values are not recommended for survey control.
 LP0246
 LP0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0246.See file dsdata.pdf to determine how the superseded data were derived.
 LP0246
 LP0246_MARKER: DB = BENCH MARK DISK
 LP0246_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0246_SP_SET: CULVERT HEADWALL
 LP0246_STAMPING: N 173 1970
 LP0246_MARK LOGO: CGS
 LP0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0246+STABILITY: SURFACE MOTION
 LP0246
 LP0246  HISTORY     - Date     Condition        Report By
 LP0246  HISTORY     - 1970     MONUMENTED       NGS
 LP0246
 LP0246                          STATION DESCRIPTION
 LP0246
 LP0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0246'6.0 MI NE FROM WARNER.
 LP0246'6.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LP0246'AT WARNER, 7 POLE NORTHEAST OF MILE POST 754, IN THE TOP AND 1.2 FEET
 LP0246'SOUTHWEST OF THE NORTHEAST END OF THE CONCRETE HEAD WALL OF CULVERT
 LP0246'754.25, 10.6 FEET NORTHWEST OF THE NORTHWEST RAIL AND ABOUT 2 1/2 FEET
 LP0246'LOWER THAN THE TRACK.  SECTION 2, T 4W, R 3S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0222 ***********************************************************************
 LP0222  DESIGNATION -  N 174
 LP0222  PID         -  LP0222
 LP0222  STATE/COUNTY-  UT/SALT LAKE
 LP0222  COUNTRY     -  US
 LP0222  USGS QUAD   -  MAGNA (2017)
 LP0222
 LP0222                         *CURRENT SURVEY CONTROL
 LP0222  ______________________________________________________________________
 LP0222* NAD 83(1986) POSITION- 40 43 10.     (N) 112 03 11.     (W)   SCALED
 LP0222* NAVD 88 ORTHO HEIGHT -  1291.587 (meters)     4237.48  (feet) ADJUSTED
 LP0222  ______________________________________________________________________
 LP0222  GEOID HEIGHT    -        -17.178 (meters)                     GEOID18
 LP0222  DYNAMIC HEIGHT  -       1290.585 (meters)     4234.19  (feet) COMP
 LP0222  MODELED GRAVITY -    979,804.3   (mgal)                       NAVD 88
 LP0222  OBS GRAVITY     -    979,805.2   (mgal)                       GRAV_OBS
 LP0222
 LP0222  VERT ORDER      -  FIRST     CLASS I
 LP0222
 LP0222.The horizontal coordinates were scaled from a map and have
 LP0222.an estimated accuracy of +/- 6 seconds.
 LP0222
 LP0222.The orthometric height was determined by differential leveling and
 LP0222.adjusted by the NATIONAL GEODETIC SURVEY
 LP0222.in June 1991.
 LP0222
 LP0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0222.GEOID18 height accuracy estimate available here.
 LP0222
 LP0222.Click photographs - Photos may exist for this station.
 LP0222
 LP0222.The dynamic height is computed by dividing the NAVD 88
 LP0222.geopotential number by the normal gravity value computed on the
 LP0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0222.degrees latitude (g = 980.6199 gals.).
 LP0222
 LP0222.The modeled gravity was interpolated from observed gravity values.
 LP0222
 LP0222.The observed gravity was obtained from relative gravimeter ties
 LP0222.to the IGSN71 gravity network.
 LP0222
 LP0222;                    North         East    Units  Estimated Accuracy
 LP0222;SPC UT C     - 2,265,060.      453,270.      MT  (+/- 180 meters Scaled)
 LP0222
 LP0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL110081(NAD 83)
 LP0222
 LP0222                          SUPERSEDED SURVEY CONTROL
 LP0222
 LP0222  NGVD 29 (??/??/92) 1290.651  (m)         4234.41   (f) ADJ UNCH    1 1
 LP0222
 LP0222.Superseded values are not recommended for survey control.
 LP0222
 LP0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0222.See file dsdata.pdf to determine how the superseded data were derived.
 LP0222
 LP0222_MARKER: DB = BENCH MARK DISK
 LP0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0222_STAMPING: N 174 1970
 LP0222_MARK LOGO: CGS
 LP0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0222+STABILITY: SURFACE MOTION
 LP0222
 LP0222  HISTORY     - Date     Condition        Report By
 LP0222  HISTORY     - 1970     MONUMENTED       NGS
 LP0222
 LP0222                          STATION DESCRIPTION
 LP0222
 LP0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0222'3.5 MI E FROM MAGNA.
 LP0222'0.5 MILE NORTH ALONG 9180 WEST STREET FROM WEBSTER SCHOOL AT MAGNA,
 LP0222'THENCE 3.0 MILES EAST ALONG U.S. HIGHWAYS 40 AND 50 ALTERNATE, 0.55
 LP0222'MILE EAST OF JUNCTION OF 7200 WEST STREET, AT JUNCTION OF TRACK ROAD
 LP0222'SOUTH ALONG EAST SIDE OF FENCE, 72 FEET SOUTH OF THE CENTER LINE OF
 LP0222'THE HIGHWAY, 19 FEET EAST OF THE CENTER LINE OF THE TRACK ROAD, 41
 LP0222'FEET EAST OF FENCE CORNER, 1 FOOT EAST OF POWER POLE WITH GUY WIRE,
 LP0222'1.6 FEET WEST OF WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY AND
 LP0222'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.  SECTION 22, T 2 W,
 LP0222'R 1 S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0261 ***********************************************************************
 LP0261  DESIGNATION -  N 175
 LP0261  PID         -  LP0261
 LP0261  STATE/COUNTY-  UT/TOOELE
 LP0261  COUNTRY     -  US
 LP0261  USGS QUAD   -  STOCKTON (2017)
 LP0261
 LP0261                         *CURRENT SURVEY CONTROL
 LP0261  ______________________________________________________________________
 LP0261* NAD 83(1986) POSITION- 40 26 36.     (N) 112 22 05.     (W)   SCALED
 LP0261* NAVD 88 ORTHO HEIGHT -  1538.700 (meters)     5048.22  (feet) ADJUSTED
 LP0261  ______________________________________________________________________
 LP0261  GEOID HEIGHT    -        -17.411 (meters)                     GEOID18
 LP0261  DYNAMIC HEIGHT  -       1537.373 (meters)     5043.86  (feet) COMP
 LP0261  MODELED GRAVITY -    979,709.1   (mgal)                       NAVD 88
 LP0261
 LP0261  VERT ORDER      -  FIRST     CLASS I
 LP0261
 LP0261.The horizontal coordinates were scaled from a map and have
 LP0261.an estimated accuracy of +/- 6 seconds.
 LP0261
 LP0261.The orthometric height was determined by differential leveling and
 LP0261.adjusted by the NATIONAL GEODETIC SURVEY
 LP0261.in June 1991.
 LP0261
 LP0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0261.GEOID18 height accuracy estimate available here.
 LP0261
 LP0261.Click photographs - Photos may exist for this station.
 LP0261
 LP0261.The dynamic height is computed by dividing the NAVD 88
 LP0261.geopotential number by the normal gravity value computed on the
 LP0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0261.degrees latitude (g = 980.6199 gals.).
 LP0261
 LP0261.The modeled gravity was interpolated from observed gravity values.
 LP0261
 LP0261;                    North         East    Units  Estimated Accuracy
 LP0261;SPC UT C     - 2,234,610.      426,360.      MT  (+/- 180 meters Scaled)
 LP0261
 LP0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK839778(NAD 83)
 LP0261
 LP0261                          SUPERSEDED SURVEY CONTROL
 LP0261
 LP0261  NGVD 29 (??/??/92) 1537.57   (m)         5044.5    (f) COMPUTED    1 1
 LP0261
 LP0261.Superseded values are not recommended for survey control.
 LP0261
 LP0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0261.See file dsdata.pdf to determine how the superseded data were derived.
 LP0261
 LP0261_MARKER: DB = BENCH MARK DISK
 LP0261_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0261_SP_SET: CULVERT HEADWALL
 LP0261_STAMPING: N 175 1970
 LP0261_MARK LOGO: CGS
 LP0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0261+STABILITY: SURFACE MOTION
 LP0261
 LP0261  HISTORY     - Date     Condition        Report By
 LP0261  HISTORY     - 1970     MONUMENTED       NGS
 LP0261
 LP0261                          STATION DESCRIPTION
 LP0261
 LP0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0261'0.7 MI S FROM STOCKTON.
 LP0261'0.7 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM AN ASPHALT ROAD
 LP0261'CROSSING AT STOCKTON, 3 3/4 POLES NORTHEAST OF MILE POST 741.75, 10.3
 LP0261'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 138 FEET NORTHWEST OF THE CENTER
 LP0261'LINE OF STATE HIGHWAY 36, IN THE TOP AND 1.3 FEET NORTHEAST OF THE
 LP0261'SOUTHWEST END OF THE SOUTHEAST HEADWALL OF ALARGE CONCRETE CULVERT
 LP0261'NUMBER 741.86, ABOUT 3 FEET LOWER THAN THE TRACK.  SECTION 25, T 5W, R
 LP0261'4S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0286 ***********************************************************************
 LP0286  DESIGNATION -  N 176
 LP0286  PID         -  LP0286
 LP0286  STATE/COUNTY-  UT/TOOELE
 LP0286  COUNTRY     -  US
 LP0286  USGS QUAD   -  LOFGREEN (2017)
 LP0286
 LP0286                         *CURRENT SURVEY CONTROL
 LP0286  ______________________________________________________________________
 LP0286* NAD 83(1986) POSITION- 40 05 48.     (N) 112 21 02.     (W)   SCALED
 LP0286* NAVD 88 ORTHO HEIGHT -  1686.335 (meters)     5532.58  (feet) ADJUSTED
 LP0286  ______________________________________________________________________
 LP0286  GEOID HEIGHT    -        -17.768 (meters)                     GEOID18
 LP0286  DYNAMIC HEIGHT  -       1684.809 (meters)     5527.58  (feet) COMP
 LP0286  MODELED GRAVITY -    979,661.2   (mgal)                       NAVD 88
 LP0286
 LP0286  VERT ORDER      -  FIRST     CLASS I
 LP0286
 LP0286.The horizontal coordinates were scaled from a map and have
 LP0286.an estimated accuracy of +/- 6 seconds.
 LP0286
 LP0286.The orthometric height was determined by differential leveling and
 LP0286.adjusted by the NATIONAL GEODETIC SURVEY
 LP0286.in June 1991.
 LP0286
 LP0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0286.GEOID18 height accuracy estimate available here.
 LP0286
 LP0286.Click photographs - Photos may exist for this station.
 LP0286
 LP0286.The dynamic height is computed by dividing the NAVD 88
 LP0286.geopotential number by the normal gravity value computed on the
 LP0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0286.degrees latitude (g = 980.6199 gals.).
 LP0286
 LP0286.The modeled gravity was interpolated from observed gravity values.
 LP0286
 LP0286;                    North         East    Units  Estimated Accuracy
 LP0286;SPC UT C     - 2,196,110.      427,480.      MT  (+/- 180 meters Scaled)
 LP0286
 LP0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK848393(NAD 83)
 LP0286
 LP0286                          SUPERSEDED SURVEY CONTROL
 LP0286
 LP0286  NGVD 29 (??/??/92) 1685.15   (m)         5528.7    (f) COMPUTED    1 1
 LP0286
 LP0286.Superseded values are not recommended for survey control.
 LP0286
 LP0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0286.See file dsdata.pdf to determine how the superseded data were derived.
 LP0286
 LP0286_MARKER: DB = BENCH MARK DISK
 LP0286_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0286_SP_SET: CULVERT HEADWALL
 LP0286_STAMPING: N 176 1970
 LP0286_MARK LOGO: CGS
 LP0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0286+STABILITY: SURFACE MOTION
 LP0286
 LP0286  HISTORY     - Date     Condition        Report By
 LP0286  HISTORY     - 1970     MONUMENTED       NGS
 LP0286
 LP0286                          STATION DESCRIPTION
 LP0286
 LP0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0286'6.4 MI N FROM LOFGREEN.
 LP0286'6.4 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING SIGN
 LP0286'AT LOFGREEN, 2 1/2 POLES NORTH OF MILE POST 716.25, IN THE TOP AND 1.2
 LP0286'FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF CULVERT
 LP0286'716.34, 35.0 FEET EAST OF THE EAST RAIL AND ABOUT 19 FEET LOWER THAN
 LP0286'THE TRACK.  SECTION 25, T 5W, R 8S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0052 ***********************************************************************
 KO0052  DESIGNATION -  N 177
 KO0052  PID         -  KO0052
 KO0052  STATE/COUNTY-  UT/JUAB
 KO0052  COUNTRY     -  US
 KO0052  USGS QUAD   -  TINTIC JUNCTION (2017)
 KO0052
 KO0052                         *CURRENT SURVEY CONTROL
 KO0052  ______________________________________________________________________
 KO0052* NAD 83(1986) POSITION- 39 53 09.     (N) 112 09 24.     (W)   SCALED
 KO0052* NAVD 88 ORTHO HEIGHT -  1751.828 (meters)     5747.46  (feet) ADJUSTED
 KO0052  ______________________________________________________________________
 KO0052  GEOID HEIGHT    -        -17.865 (meters)                     GEOID18
 KO0052  DYNAMIC HEIGHT  -       1750.143 (meters)     5741.93  (feet) COMP
 KO0052  MODELED GRAVITY -    979,602.8   (mgal)                       NAVD 88
 KO0052  OBS GRAVITY     -    979,600.5   (mgal)                       GRAV_OBS
 KO0052
 KO0052  VERT ORDER      -  FIRST     CLASS I
 KO0052
 KO0052.The horizontal coordinates were scaled from a map and have
 KO0052.an estimated accuracy of +/- 6 seconds.
 KO0052
 KO0052.The orthometric height was determined by differential leveling and
 KO0052.adjusted by the NATIONAL GEODETIC SURVEY
 KO0052.in June 1991.
 KO0052
 KO0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0052.GEOID18 height accuracy estimate available here.
 KO0052
 KO0052.Click photographs - Photos may exist for this station.
 KO0052
 KO0052.The dynamic height is computed by dividing the NAVD 88
 KO0052.geopotential number by the normal gravity value computed on the
 KO0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0052.degrees latitude (g = 980.6199 gals.).
 KO0052
 KO0052.The modeled gravity was interpolated from observed gravity values.
 KO0052
 KO0052.The observed gravity was obtained from relative gravimeter ties
 KO0052.to the IGSN71 gravity network.
 KO0052
 KO0052;                    North         East    Units  Estimated Accuracy
 KO0052;SPC UT C     - 2,172,560.      443,840.      MT  (+/- 180 meters Scaled)
 KO0052
 KO0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK011157(NAD 83)
 KO0052
 KO0052                          SUPERSEDED SURVEY CONTROL
 KO0052
 KO0052.No superseded survey control is available for this station.
 KO0052
 KO0052_MARKER: DB = BENCH MARK DISK
 KO0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0052_STAMPING: N 177 1970
 KO0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0052+STABILITY: SURFACE MOTION
 KO0052
 KO0052  HISTORY     - Date     Condition        Report By
 KO0052  HISTORY     - 1970     MONUMENTED       NGS
 KO0052
 KO0052                          STATION DESCRIPTION
 KO0052
 KO0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0052'2.75 MI S FROM TINTIC JUNCTION.
 KO0052'2.75 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 KO0052'TINTIC JUNCTION, 1 1/2 POLES NORTH OF AND ACROSS THE TRACK FROM
 KO0052'MILEPOLE 695.75, 57.7 FEET EAST OF THE EAST RAIL, 48.3 FEET EAST OF
 KO0052'THE NORTHEAST CORNER OF THE CONCRETE BASE OF A SEMAPHORE, 1 1/2 FEET
 KO0052'SOUTH OF A POLE BEARING A SIGNAL BOX WIRES, 1.7 FEET NORTH OF A
 KO0052'WITNESS POST, ABOUT LEVEL WITH THE TRACK, A DISK ON THE TOP OF A
 KO0052'5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 32
 KO0052'FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST
 KO0052'PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 10, T11S, R3W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0013 ***********************************************************************
 KO0013  DESIGNATION -  N 178
 KO0013  PID         -  KO0013
 KO0013  STATE/COUNTY-  UT/JUAB
 KO0013  COUNTRY     -  US
 KO0013  USGS QUAD   -  LYNNDYL EAST (2017)
 KO0013
 KO0013                         *CURRENT SURVEY CONTROL
 KO0013  ______________________________________________________________________
 KO0013* NAD 83(1986) POSITION- 39 36 37.     (N) 112 19 14.     (W)   SCALED
 KO0013* NAVD 88 ORTHO HEIGHT -  1504.064 (meters)     4934.58  (feet) ADJUSTED
 KO0013  ______________________________________________________________________
 KO0013  GEOID HEIGHT    -        -18.294 (meters)                     GEOID18
 KO0013  DYNAMIC HEIGHT  -       1502.714 (meters)     4930.15  (feet) COMP
 KO0013  MODELED GRAVITY -    979,675.6   (mgal)                       NAVD 88
 KO0013  OBS GRAVITY     -    979,675.6   (mgal)                       GRAV_OBS
 KO0013
 KO0013  VERT ORDER      -  FIRST     CLASS I
 KO0013
 KO0013.The horizontal coordinates were scaled from a map and have
 KO0013.an estimated accuracy of +/- 6 seconds.
 KO0013
 KO0013.The orthometric height was determined by differential leveling and
 KO0013.adjusted by the NATIONAL GEODETIC SURVEY
 KO0013.in June 1991.
 KO0013
 KO0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0013.GEOID18 height accuracy estimate available here.
 KO0013
 KO0013.Click photographs - Photos may exist for this station.
 KO0013
 KO0013.The dynamic height is computed by dividing the NAVD 88
 KO0013.geopotential number by the normal gravity value computed on the
 KO0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0013.degrees latitude (g = 980.6199 gals.).
 KO0013
 KO0013.The modeled gravity was interpolated from observed gravity values.
 KO0013
 KO0013.The observed gravity was obtained from relative gravimeter ties
 KO0013.to the IGSN71 gravity network.
 KO0013
 KO0013;                    North         East    Units  Estimated Accuracy
 KO0013;SPC UT C     - 2,142,090.      429,540.      MT  (+/- 180 meters Scaled)
 KO0013
 KO0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ866853(NAD 83)
 KO0013
 KO0013                          SUPERSEDED SURVEY CONTROL
 KO0013
 KO0013.No superseded survey control is available for this station.
 KO0013
 KO0013_MARKER: DB = BENCH MARK DISK
 KO0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0013_STAMPING: N 178 1970
 KO0013_MARK LOGO: CGS
 KO0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0013+STABILITY: SURFACE MOTION
 KO0013
 KO0013  HISTORY     - Date     Condition        Report By
 KO0013  HISTORY     - 1970     MONUMENTED       NGS
 KO0013
 KO0013                          STATION DESCRIPTION
 KO0013
 KO0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0013'6.75 MI NE FROM LYNNDYL.
 KO0013'6.75 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0013'SIGN AT LYNNDYL, 79.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 74 1/2
 KO0013'FEET SOUTHWEST OF THE CENTER LINE OF A TRACK ROAD SOUTHEAST TO U.S.
 KO0013'HIGHWAY 50 AND 6, 65 1/2 FEET WEST OF THE SOUTHWEST END OF A STEEL
 KO0013'GATE, 17.5 FEET NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 128
 KO0013'FEET NORTHEAST AND ACROSS THE TRACK FROM THE THIRD TELEPHONE POLE
 KO0013'NORTHEAST OF MILEPOLE 672.50, 1 1/2 FEET SOUTHWEST OF A TELEPHONE
 KO0013'POLE, 2.0 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 KO0013'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 KO0013'THE GROUND.  SECTION 17, T14S, R4W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0222 ***********************************************************************
 KO0222  DESIGNATION -  N 179
 KO0222  PID         -  KO0222
 KO0222  STATE/COUNTY-  UT/MILLARD
 KO0222  COUNTRY     -  US
 KO0222  USGS QUAD   -  DELTA (2017)
 KO0222
 KO0222                         *CURRENT SURVEY CONTROL
 KO0222  ______________________________________________________________________
 KO0222* NAD 83(1986) POSITION- 39 19 48.     (N) 112 36 11.     (W)   SCALED
 KO0222* NAVD 88 ORTHO HEIGHT -  1408.248 (meters)     4620.23  (feet) ADJUSTED
 KO0222  ______________________________________________________________________
 KO0222  GEOID HEIGHT    -        -19.615 (meters)                     GEOID18
 KO0222  DYNAMIC HEIGHT  -       1406.935 (meters)     4615.92  (feet) COMP
 KO0222  MODELED GRAVITY -    979,646.3   (mgal)                       NAVD 88
 KO0222  OBS GRAVITY     -    979,645.9   (mgal)                       GRAV_OBS
 KO0222
 KO0222  VERT ORDER      -  FIRST     CLASS I
 KO0222
 KO0222.The horizontal coordinates were scaled from a map and have
 KO0222.an estimated accuracy of +/- 6 seconds.
 KO0222
 KO0222.The orthometric height was determined by differential leveling and
 KO0222.adjusted by the NATIONAL GEODETIC SURVEY
 KO0222.in June 1991.
 KO0222
 KO0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0222.GEOID18 height accuracy estimate available here.
 KO0222
 KO0222.Click photographs - Photos may exist for this station.
 KO0222
 KO0222.The dynamic height is computed by dividing the NAVD 88
 KO0222.geopotential number by the normal gravity value computed on the
 KO0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0222.degrees latitude (g = 980.6199 gals.).
 KO0222
 KO0222.The modeled gravity was interpolated from observed gravity values.
 KO0222
 KO0222.The observed gravity was obtained from relative gravimeter ties
 KO0222.to the IGSN71 gravity network.
 KO0222
 KO0222;                    North         East    Units  Estimated Accuracy
 KO0222;SPC UT C     - 2,111,240.      404,900.      MT  (+/- 180 meters Scaled)
 KO0222
 KO0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ618546(NAD 83)
 KO0222
 KO0222                          SUPERSEDED SURVEY CONTROL
 KO0222
 KO0222  NGVD 29 (??/??/92) 1407.14   (m)         4616.6    (f) COMPUTED    1 1
 KO0222
 KO0222.Superseded values are not recommended for survey control.
 KO0222
 KO0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0222.See file dsdata.pdf to determine how the superseded data were derived.
 KO0222
 KO0222_MARKER: DB = BENCH MARK DISK
 KO0222_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0222_SP_SET: BOX CULVERT HEADWALL
 KO0222_STAMPING: N 179 1970
 KO0222_MARK LOGO: CGS
 KO0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0222+STABILITY: SURFACE MOTION
 KO0222
 KO0222  HISTORY     - Date     Condition        Report By
 KO0222  HISTORY     - 1970     MONUMENTED       NGS
 KO0222
 KO0222                          STATION DESCRIPTION
 KO0222
 KO0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0222'2.15 MI SW FROM DELTA.
 KO0222'2.15 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0222'AT DELTA, AT THE CROSSING OF A GRAVELED ROAD, NEAR MILEPOLE 647.25, IN
 KO0222'THE TOP AND 0.6 FOOT WEST OF THE EAST END OF THE SOUTH CONCRETE HEAD
 KO0222'WALL OF A CONCRETE BOX CULVERT UNDER MELVILLE WEST CANAL, 140.3 FEET
 KO0222'NORTHWEST OF THE NORTHWEST RAIL, 13 FEET SOUTH OF THE CENTER LINE OF
 KO0222'THE ROAD, ABOUT LEVEL WITH THE TRACK AND 1/2 FOOT HIGHER THAN THE
 KO0222'ROAD.  SECTION 23, T17S, R7W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0291 ***********************************************************************
 JM0291  DESIGNATION -  N 18
 JM0291  PID         -  JM0291
 JM0291  STATE/COUNTY-  UT/GRAND
 JM0291  COUNTRY     -  US
 JM0291  USGS QUAD   -  CRESCENT JUNCTION (2017)
 JM0291
 JM0291                         *CURRENT SURVEY CONTROL
 JM0291  ______________________________________________________________________
 JM0291* NAD 83(1986) POSITION- 38 54 29.4    (N) 109 47 18.8    (W)   HD_HELD2
 JM0291* NAVD 88 ORTHO HEIGHT -  1450.775 (meters)     4759.75  (feet) ADJUSTED
 JM0291  ______________________________________________________________________
 JM0291  GEOID HEIGHT    -        -20.364 (meters)                     GEOID18
 JM0291  DYNAMIC HEIGHT  -       1449.284 (meters)     4754.86  (feet) COMP
 JM0291  MODELED GRAVITY -    979,550.9   (mgal)                       NAVD 88
 JM0291
 JM0291  VERT ORDER      -  FIRST     CLASS II
 JM0291
 JM0291.The horizontal coordinates were established by autonomous hand held GPS
 JM0291.observations and have an estimated accuracy of +/- 10 meters.
 JM0291
 JM0291.The orthometric height was determined by differential leveling and
 JM0291.adjusted by the NATIONAL GEODETIC SURVEY
 JM0291.in June 1991.
 JM0291
 JM0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0291.GEOID18 height accuracy estimate available here.
 JM0291
 JM0291.Click photographs - Photos may exist for this station.
 JM0291
 JM0291.The dynamic height is computed by dividing the NAVD 88
 JM0291.geopotential number by the normal gravity value computed on the
 JM0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0291.degrees latitude (g = 980.6199 gals.).
 JM0291
 JM0291.The modeled gravity was interpolated from observed gravity values.
 JM0291
 JM0291;                    North         East    Units  Estimated Accuracy
 JM0291;SPC UT C     - 2,065,239.      648,443.      MT  (+/- 10 meters HH2 GPS)
 JM0291
 JM0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ0503807283(NAD 83)
 JM0291
 JM0291                          SUPERSEDED SURVEY CONTROL
 JM0291
 JM0291  NGVD 29 (??/??/92) 1449.724  (m)         4756.30   (f) ADJ UNCH    1 2
 JM0291
 JM0291.Superseded values are not recommended for survey control.
 JM0291
 JM0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0291.See file dsdata.pdf to determine how the superseded data were derived.
 JM0291
 JM0291_MARKER: DB = BENCH MARK DISK
 JM0291_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JM0291_SP_SET: CULVERT HEADWALL
 JM0291_STAMPING: 4756.303 N 18 1933
 JM0291_MARK LOGO: CGS
 JM0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0291+STABILITY: SURFACE MOTION
 JM0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0291+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2009
 JM0291
 JM0291  HISTORY     - Date     Condition        Report By
 JM0291  HISTORY     - 1933     MONUMENTED       CGS
 JM0291  HISTORY     - 1934     GOOD             CGS
 JM0291  HISTORY     - 20091029 GOOD             GEOCAC
 JM0291
 JM0291                          STATION DESCRIPTION
 JM0291
 JM0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0291'6.2 MI S FROM THOMPSONS.
 JM0291'6.2 MILES SOUTH ALONG AN ABANDONED HIGHWAY FROM THOMPSONS, GRAND
 JM0291'COUNTY, 6 POLES NORTH OF A PROMINENT SUMMIT, AT AN 18-INCH CULVERT
 JM0291'OVER A DRAINAGE DITCH, AND IN THE TOP OF THE WEST HEADWALL.  A
 JM0291'STANDARD DISK, STAMPED 4756.303 N 18 1933.
 JM0291
 JM0291                          STATION RECOVERY (2009)
 JM0291
 JM0291'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0291'CULVERT HEADEWALL WAS FOUND UNDER A FOOT OF LOOSE DIRT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0231 ***********************************************************************
 KO0231  DESIGNATION -  N 180
 KO0231  PID         -  KO0231
 KO0231  STATE/COUNTY-  UT/MILLARD
 KO0231  COUNTRY     -  US
 KO0231  USGS QUAD   -  NEELS (2017)
 KO0231
 KO0231                         *CURRENT SURVEY CONTROL
 KO0231  ______________________________________________________________________
 KO0231* NAD 83(1986) POSITION- 39 03 54.     (N) 112 45 41.     (W)   SCALED
 KO0231* NAVD 88 ORTHO HEIGHT -  1403.435 (meters)     4604.44  (feet) ADJUSTED
 KO0231  ______________________________________________________________________
 KO0231  GEOID HEIGHT    -        -20.044 (meters)                     GEOID18
 KO0231  DYNAMIC HEIGHT  -       1402.105 (meters)     4600.07  (feet) COMP
 KO0231  MODELED GRAVITY -    979,631.3   (mgal)                       NAVD 88
 KO0231  OBS GRAVITY     -    979,632.5   (mgal)                       GRAV_OBS
 KO0231
 KO0231  VERT ORDER      -  FIRST     CLASS I
 KO0231
 KO0231.The horizontal coordinates were scaled from a map and have
 KO0231.an estimated accuracy of +/- 6 seconds.
 KO0231
 KO0231.The orthometric height was determined by differential leveling and
 KO0231.adjusted by the NATIONAL GEODETIC SURVEY
 KO0231.in June 1991.
 KO0231
 KO0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0231.GEOID18 height accuracy estimate available here.
 KO0231
 KO0231.Click photographs - Photos may exist for this station.
 KO0231
 KO0231.The dynamic height is computed by dividing the NAVD 88
 KO0231.geopotential number by the normal gravity value computed on the
 KO0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0231.degrees latitude (g = 980.6199 gals.).
 KO0231
 KO0231.The modeled gravity was interpolated from observed gravity values.
 KO0231
 KO0231.The observed gravity was obtained from relative gravimeter ties
 KO0231.to the IGSN71 gravity network.
 KO0231
 KO0231;                    North         East    Units  Estimated Accuracy
 KO0231;SPC UT C     - 2,082,000.      390,840.      MT  (+/- 180 meters Scaled)
 KO0231
 KO0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ476254(NAD 83)
 KO0231
 KO0231                          SUPERSEDED SURVEY CONTROL
 KO0231
 KO0231  NGVD 29 (??/??/92) 1402.34   (m)         4600.8    (f) COMPUTED    1 1
 KO0231
 KO0231.Superseded values are not recommended for survey control.
 KO0231
 KO0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0231.See file dsdata.pdf to determine how the superseded data were derived.
 KO0231
 KO0231_MARKER: DB = BENCH MARK DISK
 KO0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0231_STAMPING: N 180 1970
 KO0231_MARK LOGO: CGS
 KO0231_PROJECTION: PROJECTING
 KO0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0231+STABILITY: SURFACE MOTION
 KO0231
 KO0231  HISTORY     - Date     Condition        Report By
 KO0231  HISTORY     - 1970     MONUMENTED       NGS
 KO0231
 KO0231                          STATION DESCRIPTION
 KO0231
 KO0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0231'22.4 MI SW FROM DELTA.
 KO0231'22.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0231'AT DELTA, 1 FOOT NORTHEAST OF MILEPOLE 627, 88.0 FEET NORTHWEST OF THE
 KO0231'NORTHWEST RAIL, 27 1/2 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 KO0231'HIGHWAY 257, 3.5 FEET SOUTHEAST OF A FENCE, 2.0 FEET SOUTHWEST OF A
 KO0231'WITNESS POST, ABOUT 6 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF
 KO0231'A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF
 KO0231'13 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST
 KO0231'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0236 ***********************************************************************
 JO0236  DESIGNATION -  N 181
 JO0236  PID         -  JO0236
 JO0236  STATE/COUNTY-  UT/MILLARD
 JO0236  COUNTRY     -  US
 JO0236  USGS QUAD   -  CAT CANYON (2017)
 JO0236
 JO0236                         *CURRENT SURVEY CONTROL
 JO0236  ______________________________________________________________________
 JO0236* NAD 83(1986) POSITION- 38 47 04.     (N) 112 53 40.     (W)   SCALED
 JO0236* NAVD 88 ORTHO HEIGHT -  1474.800 (meters)     4838.57  (feet) ADJUSTED
 JO0236  ______________________________________________________________________
 JO0236  GEOID HEIGHT    -        -20.208 (meters)                     GEOID18
 JO0236  DYNAMIC HEIGHT  -       1473.344 (meters)     4833.80  (feet) COMP
 JO0236  MODELED GRAVITY -    979,589.2   (mgal)                       NAVD 88
 JO0236
 JO0236  VERT ORDER      -  FIRST     CLASS I
 JO0236
 JO0236.The horizontal coordinates were scaled from a map and have
 JO0236.an estimated accuracy of +/- 6 seconds.
 JO0236
 JO0236.The orthometric height was determined by differential leveling and
 JO0236.adjusted by the NATIONAL GEODETIC SURVEY
 JO0236.in June 1991.
 JO0236
 JO0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0236.GEOID18 height accuracy estimate available here.
 JO0236
 JO0236.Click photographs - Photos may exist for this station.
 JO0236
 JO0236.The dynamic height is computed by dividing the NAVD 88
 JO0236.geopotential number by the normal gravity value computed on the
 JO0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0236.degrees latitude (g = 980.6199 gals.).
 JO0236
 JO0236.The modeled gravity was interpolated from observed gravity values.
 JO0236
 JO0236;                    North         East    Units  Estimated Accuracy
 JO0236;SPC UT C     - 2,051,030.      378,840.      MT  (+/- 180 meters Scaled)
 JO0236
 JO0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH354945(NAD 83)
 JO0236
 JO0236                          SUPERSEDED SURVEY CONTROL
 JO0236
 JO0236  NGVD 29 (??/??/92) 1473.72   (m)         4835.0    (f) COMPUTED    1 1
 JO0236
 JO0236.Superseded values are not recommended for survey control.
 JO0236
 JO0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0236.See file dsdata.pdf to determine how the superseded data were derived.
 JO0236
 JO0236_MARKER: DB = BENCH MARK DISK
 JO0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JO0236_SP_SET: ABUTMENT
 JO0236_STAMPING: N 181 1970
 JO0236_MARK LOGO: CGS
 JO0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0236
 JO0236  HISTORY     - Date     Condition        Report By
 JO0236  HISTORY     - 1970     MONUMENTED       NGS
 JO0236
 JO0236                          STATION DESCRIPTION
 JO0236
 JO0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0236'6.4 MI NE FROM BLACK ROCK.
 JO0236'6.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JO0236'AT BLACK ROCK, 5 POLES SOUTHWEST OF MILEPOLE 606, IN THE TOP AND 0.6
 JO0236'FOOT SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT
 JO0236'OF BRIDGE 605.82, 7.4 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT
 JO0236'LEVEL WITH THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0202 ***********************************************************************
 JO0202  DESIGNATION -  N 182
 JO0202  PID         -  JO0202
 JO0202  STATE/COUNTY-  UT/BEAVER
 JO0202  COUNTRY     -  US
 JO0202  USGS QUAD   -  READ (2017)
 JO0202
 JO0202                         *CURRENT SURVEY CONTROL
 JO0202  ______________________________________________________________________
 JO0202* NAD 83(1986) POSITION- 38 30 57.     (N) 112 59 03.     (W)   SCALED
 JO0202* NAVD 88 ORTHO HEIGHT -  1504.929 (meters)     4937.42  (feet) ADJUSTED
 JO0202  ______________________________________________________________________
 JO0202  GEOID HEIGHT    -        -20.812 (meters)                     GEOID18
 JO0202  DYNAMIC HEIGHT  -       1503.365 (meters)     4932.29  (feet) COMP
 JO0202  MODELED GRAVITY -    979,537.0   (mgal)                       NAVD 88
 JO0202  OBS GRAVITY     -    979,536.5   (mgal)                       GRAV_OBS
 JO0202
 JO0202  VERT ORDER      -  FIRST     CLASS I
 JO0202
 JO0202.The horizontal coordinates were scaled from a map and have
 JO0202.an estimated accuracy of +/- 6 seconds.
 JO0202
 JO0202.The orthometric height was determined by differential leveling and
 JO0202.adjusted by the NATIONAL GEODETIC SURVEY
 JO0202.in June 1991.
 JO0202
 JO0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0202.GEOID18 height accuracy estimate available here.
 JO0202
 JO0202.Click photographs - Photos may exist for this station.
 JO0202
 JO0202.The dynamic height is computed by dividing the NAVD 88
 JO0202.geopotential number by the normal gravity value computed on the
 JO0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0202.degrees latitude (g = 980.6199 gals.).
 JO0202
 JO0202.The modeled gravity was interpolated from observed gravity values.
 JO0202
 JO0202.The observed gravity was obtained from relative gravimeter ties
 JO0202.to the IGSN71 gravity network.
 JO0202
 JO0202;                    North         East    Units  Estimated Accuracy
 JO0202;SPC UT S     - 3,206,260.      370,560.      MT  (+/- 180 meters Scaled)
 JO0202
 JO0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH270649(NAD 83)
 JO0202
 JO0202                          SUPERSEDED SURVEY CONTROL
 JO0202
 JO0202  NGVD 29 (??/??/92) 1503.565  (m)         4932.95   (f) ADJ UNCH    1 1
 JO0202
 JO0202.Superseded values are not recommended for survey control.
 JO0202
 JO0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0202.See file dsdata.pdf to determine how the superseded data were derived.
 JO0202
 JO0202_MARKER: DB = BENCH MARK DISK
 JO0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0202_STAMPING: N 182 1970
 JO0202_MARK LOGO: CGS
 JO0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0202+STABILITY: SURFACE MOTION
 JO0202
 JO0202  HISTORY     - Date     Condition        Report By
 JO0202  HISTORY     - 1970     MONUMENTED       NGS
 JO0202
 JO0202                          STATION DESCRIPTION
 JO0202
 JO0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0202'8.7 MI N FROM MILFORD.
 JO0202'8.7 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JO0202'MILFORD, DIRECTLY ACROSS THE TRACK FROM MILEPOLE 585.50, 92.6 FEET
 JO0202'EAST OF THE EAST RAIL, 4.3 FEET WEST OF A FENCE, 1 1/2 FEET SOUTH OF A
 JO0202'TELEPHONE POLE, 1.9 FEET NORTH OF A WITNESS POST, ABOUT 3 FEET LOWER
 JO0202'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 JO0202'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0310 ***********************************************************************
 JM0310  DESIGNATION -  N 19
 JM0310  PID         -  JM0310
 JM0310  STATE/COUNTY-  UT/GRAND
 JM0310  COUNTRY     -  US
 JM0310  USGS QUAD   -  MOAB (2017)
 JM0310
 JM0310                         *CURRENT SURVEY CONTROL
 JM0310  ______________________________________________________________________
 JM0310* NAD 83(1986) POSITION- 38 35 26.     (N) 109 33 46.     (W)   SCALED
 JM0310* NAVD 88 ORTHO HEIGHT -  1215.752 (meters)     3988.68  (feet) ADJUSTED
 JM0310  ______________________________________________________________________
 JM0310  GEOID HEIGHT    -        -20.535 (meters)                     GEOID18
 JM0310  DYNAMIC HEIGHT  -       1214.500 (meters)     3984.57  (feet) COMP
 JM0310  MODELED GRAVITY -    979,559.2   (mgal)                       NAVD 88
 JM0310
 JM0310  VERT ORDER      -  FIRST     CLASS II
 JM0310
 JM0310.The horizontal coordinates were scaled from a map and have
 JM0310.an estimated accuracy of +/- 6 seconds.
 JM0310
 JM0310.The orthometric height was determined by differential leveling and
 JM0310.adjusted by the NATIONAL GEODETIC SURVEY
 JM0310.in June 1991.
 JM0310
 JM0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0310.GEOID18 height accuracy estimate available here.
 JM0310
 JM0310.Click photographs - Photos may exist for this station.
 JM0310
 JM0310.The dynamic height is computed by dividing the NAVD 88
 JM0310.geopotential number by the normal gravity value computed on the
 JM0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0310.degrees latitude (g = 980.6199 gals.).
 JM0310
 JM0310.The modeled gravity was interpolated from observed gravity values.
 JM0310
 JM0310;                    North         East    Units  Estimated Accuracy
 JM0310;SPC UT C     - 2,030,390.      668,790.      MT  (+/- 180 meters Scaled)
 JM0310
 JM0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH251723(NAD 83)
 JM0310
 JM0310                          SUPERSEDED SURVEY CONTROL
 JM0310
 JM0310  NGVD 29 (??/??/92) 1214.754  (m)         3985.41   (f) ADJ UNCH    1 2
 JM0310
 JM0310.Superseded values are not recommended for survey control.
 JM0310
 JM0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0310.See file dsdata.pdf to determine how the superseded data were derived.
 JM0310
 JM0310_MARKER: DB = BENCH MARK DISK
 JM0310_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JM0310_SP_SET: CULVERT HEADWALL
 JM0310_STAMPING: 3985.405 N 19 1933
 JM0310_MARK LOGO: CGS
 JM0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0310+STABILITY: SURFACE MOTION
 JM0310
 JM0310  HISTORY     - Date     Condition        Report By
 JM0310  HISTORY     - 1933     MONUMENTED       CGS
 JM0310  HISTORY     - 1959     MARK NOT FOUND   USGS
 JM0310
 JM0310                          STATION DESCRIPTION
 JM0310
 JM0310'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JM0310'1.6 MI N FROM MOAB.
 JM0310'1.6 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT MOAB,
 JM0310'GRAND COUNTY, AT THE NORTH END OF A CUT EAST OF THE HIGHWAY, AT A
 JM0310'36-INCH PIPE CULVERT, AND IN THE TOP OF THE NORTH END OF THE WEST
 JM0310'HEADWALL.  A STANDARD DISK, STAMPED 3985.405 N 19 1933.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0004 ***********************************************************************
 LP0004  DESIGNATION -  N 2
 LP0004  PID         -  LP0004
 LP0004  STATE/COUNTY-  UT/TOOELE
 LP0004  COUNTRY     -  US
 LP0004  USGS QUAD   -  TOOELE (2017)
 LP0004
 LP0004                         *CURRENT SURVEY CONTROL
 LP0004  ______________________________________________________________________
 LP0004* NAD 83(1986) POSITION- 40 35 22.     (N) 112 15 46.     (W)   SCALED
 LP0004* NAVD 88 ORTHO HEIGHT -  1414.017 (meters)     4639.15  (feet) ADJUSTED
 LP0004  ______________________________________________________________________
 LP0004  GEOID HEIGHT    -        -17.289 (meters)                     GEOID18
 LP0004  DYNAMIC HEIGHT  -       1412.853 (meters)     4635.34  (feet) COMP
 LP0004  MODELED GRAVITY -    979,752.8   (mgal)                       NAVD 88
 LP0004
 LP0004  VERT ORDER      -  FIRST     CLASS I
 LP0004
 LP0004.The horizontal coordinates were scaled from a map and have
 LP0004.an estimated accuracy of +/- 6 seconds.
 LP0004
 LP0004.The orthometric height was determined by differential leveling and
 LP0004.adjusted by the NATIONAL GEODETIC SURVEY
 LP0004.in June 1991.
 LP0004
 LP0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0004.GEOID18 height accuracy estimate available here.
 LP0004
 LP0004.Click photographs - Photos may exist for this station.
 LP0004
 LP0004.The dynamic height is computed by dividing the NAVD 88
 LP0004.geopotential number by the normal gravity value computed on the
 LP0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0004.degrees latitude (g = 980.6199 gals.).
 LP0004
 LP0004.The modeled gravity was interpolated from observed gravity values.
 LP0004
 LP0004;                    North         East    Units  Estimated Accuracy
 LP0004;SPC UT C     - 2,250,760.      435,430.      MT  (+/- 180 meters Scaled)
 LP0004
 LP0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK931939(NAD 83)
 LP0004
 LP0004                          SUPERSEDED SURVEY CONTROL
 LP0004
 LP0004  NGVD 29 (??/??/92) 1412.930  (m)         4635.59   (f) ADJ UNCH    1 1
 LP0004
 LP0004.Superseded values are not recommended for survey control.
 LP0004
 LP0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0004.See file dsdata.pdf to determine how the superseded data were derived.
 LP0004
 LP0004_MARKER: B = BOLT
 LP0004_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0004_SP_SET: CULVERT HEADWALL
 LP0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0004+STABILITY: SURFACE MOTION
 LP0004
 LP0004  HISTORY     - Date     Condition        Report By
 LP0004  HISTORY     - 1908     MONUMENTED       CGS
 LP0004  HISTORY     - 1934     GOOD             CGS
 LP0004  HISTORY     - 1970     GOOD             NGS
 LP0004
 LP0004                          STATION DESCRIPTION
 LP0004
 LP0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0004'2 MI S FROM ERDA.
 LP0004'ABOUT 2 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM ERDA, TOOELE
 LP0004'COUNTY, ABOUT 7 POLES EAST OF MILE POLE 754, AT CULVERT 754.23, IN THE
 LP0004'EAST END OF THE NORTH HEAD WALL, AND ABOUT 12 FEET NORTH OF THE CENTER
 LP0004'LINE OF THE TRACK.  A COPPER BOLT SURROUNDED BY THE LETTERS US.
 LP0004
 LP0004                          STATION RECOVERY (1970)
 LP0004
 LP0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LP0004'6.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LP0004'AT WARNER, 7 POLE NORTHEAST OF MILE POST 754, IN THE TOP AND 2.0 FEET
 LP0004'SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL OF
 LP0004'CULVERT 754.25, 10.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 0.8 FOOT
 LP0004'SOUTHWEST OF BENCH MARK N 173 AND ABOUT 2 1/2 FEET LOWER THAN THE
 LP0004'TRACK.  SEC 2, T 4W, R 3W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0237 ***********************************************************************
 JM0237  DESIGNATION -  N 20
 JM0237  PID         -  JM0237
 JM0237  STATE/COUNTY-  UT/SAN JUAN
 JM0237  COUNTRY     -  US
 JM0237  USGS QUAD   -  LA SAL JUNCTION (2017)
 JM0237
 JM0237                         *CURRENT SURVEY CONTROL
 JM0237  ______________________________________________________________________
 JM0237* NAD 83(1986) POSITION- 38 19 09.34   (N) 109 25 28.98   (W)   HD_HELD1
 JM0237* NAVD 88 ORTHO HEIGHT -  1789.326 (meters)     5870.48  (feet) ADJUSTED
 JM0237  ______________________________________________________________________
 JM0237  GEOID HEIGHT    -        -19.117 (meters)                     GEOID18
 JM0237  DYNAMIC HEIGHT  -       1787.347 (meters)     5863.99  (feet) COMP
 JM0237  MODELED GRAVITY -    979,459.4   (mgal)                       NAVD 88
 JM0237
 JM0237  VERT ORDER      -  FIRST     CLASS II
 JM0237
 JM0237.The horizontal coordinates were determined by differentially corrected
 JM0237.hand held GPS observations or other comparable positioning techniques
 JM0237.and have an estimated accuracy of +/- 3 meters.
 JM0237
 JM0237.The orthometric height was determined by differential leveling and
 JM0237.adjusted by the NATIONAL GEODETIC SURVEY
 JM0237.in June 1991.
 JM0237
 JM0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0237.GEOID18 height accuracy estimate available here.
 JM0237
 JM0237.Click photographs - Photos may exist for this station.
 JM0237
 JM0237.The dynamic height is computed by dividing the NAVD 88
 JM0237.geopotential number by the normal gravity value computed on the
 JM0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0237.degrees latitude (g = 980.6199 gals.).
 JM0237
 JM0237.The modeled gravity was interpolated from observed gravity values.
 JM0237
 JM0237;                    North         East    Units  Estimated Accuracy
 JM0237;SPC UT S     - 3,185,429.7     681,468.3     MT  (+/- 3 meters HH1 GPS) 
 JM0237
 JM0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH3770742412(NAD 83)
 JM0237
 JM0237                          SUPERSEDED SURVEY CONTROL
 JM0237
 JM0237  NGVD 29 (??/??/92) 1788.265  (m)         5867.00   (f) ADJ UNCH    1 2
 JM0237
 JM0237.Superseded values are not recommended for survey control.
 JM0237
 JM0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0237.See file dsdata.pdf to determine how the superseded data were derived.
 JM0237
 JM0237_MARKER: DB = BENCH MARK DISK
 JM0237_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JM0237_SP_SET: BOX CULVERT HEADWALL
 JM0237_STAMPING: 5866.999 N 20 1933
 JM0237_MARK LOGO: CGS
 JM0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0237+STABILITY: SURFACE MOTION
 JM0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0237+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2009
 JM0237
 JM0237  HISTORY     - Date     Condition        Report By
 JM0237  HISTORY     - 1933     MONUMENTED       CGS
 JM0237  HISTORY     - 1954     GOOD             CGS
 JM0237  HISTORY     - 1982     GOOD             USGS
 JM0237  HISTORY     - 20051015 GOOD             INDIV
 JM0237  HISTORY     - 20091217 GOOD             GEOCAC
 JM0237
 JM0237                          STATION DESCRIPTION
 JM0237
 JM0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JM0237'22.5 MI SE FROM MOAB.
 JM0237'IN SAN JUAN COUNTY, 22.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 160 FROM
 JM0237'THE COURTHOUSE AT MOAB, GRAND COUNTY, 2.1 MILES NORTHWEST OF LASAL
 JM0237'JUNCTION, AT A 4- BY 4-FOOT CONCRETE BOX CULVERT, AND IN THE TOP OF
 JM0237'THE WEST END OF THE NORTH HEADWALL, A STANDARD DISK, STAMPED 5866.999
 JM0237'N 20 1933.  NOTE-- HIGHWAY 450 HAS BEEN REPLACED BY U.S. HIGHWAY 160.
 JM0237'OLD HIGHWAY 450 CAN BE REACHED BY TURNING EAST AT A POINT 2.0 MILES
 JM0237'SOUTHEAST ALONG U.S. HIGHWAY 160 FROM THE COURTHOUSE AT MOAB, GRAND
 JM0237'COUNTY.
 JM0237
 JM0237                          STATION RECOVERY (1982)
 JM0237
 JM0237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0237'MOAB, UTAH. 21.15 MILES SOUTHEAST ALONG U.S. HWY 191 FROM MAIN AND
 JM0237'CENTER STREET IN MOAB, UTAH. 1,000 FT. SOUTHWEST OF THE HWY. AT A
 JM0237'4-BY-4 CONCRETE BOX CULVERT. (ON THE OLD HWY.) AND IN THE TOP OF THE
 JM0237'WEST AND OF THE NORTH HEADWALL.
 JM0237
 JM0237                          STATION RECOVERY (2005)
 JM0237
 JM0237'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RW)
 JM0237'RECOVERED IN GOOD CONDITION.
 JM0237
 JM0237                          STATION RECOVERY (2009)
 JM0237
 JM0237'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0237'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0151 ***********************************************************************
 HM0151  DESIGNATION -  N 21
 HM0151  PID         -  HM0151
 HM0151  STATE/COUNTY-  UT/SAN JUAN
 HM0151  COUNTRY     -  US
 HM0151  USGS QUAD   -  MONTICELLO NORTH (2017)
 HM0151
 HM0151                         *CURRENT SURVEY CONTROL
 HM0151  ______________________________________________________________________
 HM0151* NAD 83(1986) POSITION- 37 57 45.     (N) 109 21 16.     (W)   SCALED
 HM0151* NAVD 88 ORTHO HEIGHT -  2113.576 (meters)     6934.29  (feet) ADJUSTED
 HM0151  ______________________________________________________________________
 HM0151  GEOID HEIGHT    -        -18.738 (meters)                     GEOID18
 HM0151  DYNAMIC HEIGHT  -       2111.063 (meters)     6926.05  (feet) COMP
 HM0151  MODELED GRAVITY -    979,364.3   (mgal)                       NAVD 88
 HM0151
 HM0151  VERT ORDER      -  FIRST     CLASS II
 HM0151
 HM0151.The horizontal coordinates were scaled from a map and have
 HM0151.an estimated accuracy of +/- 6 seconds.
 HM0151
 HM0151.The orthometric height was determined by differential leveling and
 HM0151.adjusted by the NATIONAL GEODETIC SURVEY
 HM0151.in June 1991.
 HM0151
 HM0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0151.GEOID18 height accuracy estimate available here.
 HM0151
 HM0151.Click photographs - Photos may exist for this station.
 HM0151
 HM0151.The dynamic height is computed by dividing the NAVD 88
 HM0151.geopotential number by the normal gravity value computed on the
 HM0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0151.degrees latitude (g = 980.6199 gals.).
 HM0151
 HM0151.The modeled gravity was interpolated from observed gravity values.
 HM0151
 HM0151;                    North         East    Units  Estimated Accuracy
 HM0151;SPC UT S     - 3,145,980.      688,520.      MT  (+/- 180 meters Scaled)
 HM0151
 HM0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH445029(NAD 83)
 HM0151
 HM0151                          SUPERSEDED SURVEY CONTROL
 HM0151
 HM0151  NGVD 29 (??/??/92) 2112.424  (m)         6930.51   (f) ADJ UNCH    1 2
 HM0151
 HM0151.Superseded values are not recommended for survey control.
 HM0151
 HM0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0151.See file dsdata.pdf to determine how the superseded data were derived.
 HM0151
 HM0151_MARKER: DB = BENCH MARK DISK
 HM0151_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HM0151_SP_SET: CULVERT HEADWALL
 HM0151_STAMPING: 693.511 N 21 1933
 HM0151_MARK LOGO: CGS
 HM0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0151+STABILITY: SURFACE MOTION
 HM0151
 HM0151  HISTORY     - Date     Condition        Report By
 HM0151  HISTORY     - 1933     MONUMENTED       CGS
 HM0151  HISTORY     - 1954     MARK NOT FOUND   USGS
 HM0151  HISTORY     - 1980     GOOD             USGS
 HM0151  HISTORY     - 1980     GOOD             USGS
 HM0151
 HM0151                          STATION DESCRIPTION
 HM0151
 HM0151'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HM0151'6.5 MI N FROM MONTICELLO.
 HM0151'6.5 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 HM0151'MONTICELLO, SAN JUAN COUNTY, 0.7 MILE NORTH OF AN IRRIGATION DITCH, AT
 HM0151'AN 18-INCH CULVERT, AND IN THE TOP OF THE NORTH END OF THE WEST
 HM0151'HEADWALL.  A STANDARD DISK, STAMPED 693.511 N 21 1933.  NOTE-- THIS
 HM0151'BENCH MARK WAS EITHER COVERED OVER OR DESTROYED IN THE REBUILDING OF
 HM0151'THIS ROAD AFTER THE LEVEL LINE WAS RUN.
 HM0151
 HM0151                          STATION RECOVERY (1980)
 HM0151
 HM0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0151'6.5 MILES NORTH ALONG US HIGHWAY 163 FROM THE SAN JUAN COUNTY
 HM0151'COUTHOUSE AT MONTICELLO UTAH, 0.7 MILES NORTH OF AN OLD IRRIGATION
 HM0151'DITCH ACROSS THE HIGHWAY. 170 FEET SOUTHEAST OF THE CENTER OF THE
 HM0151'HIGHWAY, 34 FEET SOUTHEAST OF THE EAST R.O.W. FENCE ON THE GRADE OF
 HM0151'THE OLD ROAD AT AN 18 INCH CULVERT ON THE TOP OF THE NORTH END OF THE
 HM0151'WEST HEADWALL A STANDARD DISK STAMPED 6930.511 N 21 1933.
 HM0151
 HM0151                          STATION RECOVERY (1980)
 HM0151
 HM0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0151'6.5 MILES NORTH ALONG US HIGHWAY 163 FROM THE SAN JUAN COUNTY
 HM0151'COUTHOUSE AT MONTICELLO UTAH, 0.7 MILES NORTH OF AN OLD IRRIGATION
 HM0151'DITCH ACROSS THE HIGHWAY. 170 FEET SOUTHEAST OF THE CENTER OF THE
 HM0151'HIGHWAY, 34 FEET SOUTHEAST OF THE EAST R.O.W. FENCE ON THE GRADE OF
 HM0151'THE OLD ROAD AT AN 18 INCH CULVERT ON THE TOP OF THE NORTH END OF THE
 HM0151'WEST HEADWALL A STANDARD DISK STAMPED 6930.511 N 21 1933.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0172 ***********************************************************************
 HM0172  DESIGNATION -  N 22
 HM0172  PID         -  HM0172
 HM0172  STATE/COUNTY-  UT/SAN JUAN
 HM0172  COUNTRY     -  US
 HM0172  USGS QUAD   -  BLANDING NORTH (2017)
 HM0172
 HM0172                         *CURRENT SURVEY CONTROL
 HM0172  ______________________________________________________________________
 HM0172* NAD 83(1986) POSITION- 37 37 43.     (N) 109 28 17.     (W)   SCALED
 HM0172* NAVD 88 ORTHO HEIGHT -  1850.644 (meters)     6071.65  (feet) ADJUSTED
 HM0172  ______________________________________________________________________
 HM0172  GEOID HEIGHT    -        -19.806 (meters)                     GEOID18
 HM0172  DYNAMIC HEIGHT  -       1848.468 (meters)     6064.52  (feet) COMP
 HM0172  MODELED GRAVITY -    979,388.7   (mgal)                       NAVD 88
 HM0172
 HM0172  VERT ORDER      -  FIRST     CLASS II
 HM0172
 HM0172.The horizontal coordinates were scaled from a map and have
 HM0172.an estimated accuracy of +/- 6 seconds.
 HM0172
 HM0172.The orthometric height was determined by differential leveling and
 HM0172.adjusted by the NATIONAL GEODETIC SURVEY
 HM0172.in June 1991.
 HM0172
 HM0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0172.GEOID18 height accuracy estimate available here.
 HM0172
 HM0172.Click photographs - Photos may exist for this station.
 HM0172
 HM0172.The dynamic height is computed by dividing the NAVD 88
 HM0172.geopotential number by the normal gravity value computed on the
 HM0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0172.degrees latitude (g = 980.6199 gals.).
 HM0172
 HM0172.The modeled gravity was interpolated from observed gravity values.
 HM0172
 HM0172;                    North         East    Units  Estimated Accuracy
 HM0172;SPC UT S     - 3,108,700.      679,050.      MT  (+/- 180 meters Scaled)
 HM0172
 HM0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG348657(NAD 83)
 HM0172
 HM0172                          SUPERSEDED SURVEY CONTROL
 HM0172
 HM0172  NGVD 29 (??/??/92) 1849.562  (m)         6068.10   (f) ADJ UNCH    1 2
 HM0172
 HM0172.Superseded values are not recommended for survey control.
 HM0172
 HM0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0172.See file dsdata.pdf to determine how the superseded data were derived.
 HM0172
 HM0172_MARKER: DB = BENCH MARK DISK
 HM0172_SETTING: 66 = SET IN ROCK OUTCROP
 HM0172_STAMPING: 6068.105 N 22 1933
 HM0172_MARK LOGO: CGS
 HM0172_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0172+STABILITY: POSITION/ELEVATION WELL
 HM0172
 HM0172  HISTORY     - Date     Condition        Report By
 HM0172  HISTORY     - 1933     MONUMENTED       CGS
 HM0172  HISTORY     - 1934     GOOD             CGS
 HM0172  HISTORY     - 1979     MARK NOT FOUND   USGS
 HM0172  HISTORY     - 1979     MARK NOT FOUND   USGS
 HM0172
 HM0172                          STATION DESCRIPTION
 HM0172
 HM0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0172'0.4 MI NE FROM BLANDING.
 HM0172'0.4 MILE NORTHEAST ALONG STATE HIGHWAY 47 FROM THE HIGH SCHOOL AT
 HM0172'BLANDING, SAN JUAN COUNTY, NEAR THE EDGE OF TOWN, 150 FEET NORTH OF
 HM0172'THE SOUTHEAST CORNER OF A FENCE, 35 FEET WEST OF THE CENTERLINE OF THE
 HM0172'HIGHWAY, 10 FEET EAST OF THE FENCE LINE, IN THE TOP OF THE SOUTH END
 HM0172'OF A PROMINENT SANDSTONE OUTCROP, AND 4 FEET HIGHER THAN THE HIGHWAY.
 HM0172'A STANDARD DISK, STAMPED 6068.105 N 22 1933.
 HM0172
 HM0172                          STATION RECOVERY (1979)
 HM0172
 HM0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0172'MARK NOT FOUND.
 HM0172
 HM0172                          STATION RECOVERY (1979)
 HM0172
 HM0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0172'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0385 ***********************************************************************
 HM0385  DESIGNATION -  N 23 RESET
 HM0385  PID         -  HM0385
 HM0385  STATE/COUNTY-  UT/SAN JUAN
 HM0385  COUNTRY     -  US
 HM0385  USGS QUAD   -  BLUFF (2017)
 HM0385
 HM0385                         *CURRENT SURVEY CONTROL
 HM0385  ______________________________________________________________________
 HM0385* NAD 83(1986) POSITION- 37 17 02.36   (N) 109 33 14.43   (W)   HD_HELD1
 HM0385* NAVD 88 ORTHO HEIGHT -  1318.024 (meters)     4324.22  (feet) ADJUSTED
 HM0385  ______________________________________________________________________
 HM0385  GEOID HEIGHT    -        -20.907 (meters)                     GEOID18
 HM0385  DYNAMIC HEIGHT  -       1316.563 (meters)     4319.42  (feet) COMP
 HM0385  MODELED GRAVITY -    979,477.3   (mgal)                       NAVD 88
 HM0385
 HM0385  VERT ORDER      -  FIRST     CLASS II
 HM0385
 HM0385.The horizontal coordinates were determined by differentially corrected
 HM0385.hand held GPS observations or other comparable positioning techniques
 HM0385.and have an estimated accuracy of +/- 3 meters.
 HM0385
 HM0385.The orthometric height was determined by differential leveling and
 HM0385.adjusted by the NATIONAL GEODETIC SURVEY
 HM0385.in June 1991.
 HM0385
 HM0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0385.GEOID18 height accuracy estimate available here.
 HM0385
 HM0385.Click photographs - Photos may exist for this station.
 HM0385
 HM0385.The dynamic height is computed by dividing the NAVD 88
 HM0385.geopotential number by the normal gravity value computed on the
 HM0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0385.degrees latitude (g = 980.6199 gals.).
 HM0385
 HM0385.The modeled gravity was interpolated from observed gravity values.
 HM0385
 HM0385;                    North         East    Units  Estimated Accuracy
 HM0385;SPC UT S     - 3,070,307.9     672,555.3     MT  (+/- 3 meters HH1 GPS) 
 HM0385
 HM0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG2818227356(NAD 83)
 HM0385
 HM0385                          SUPERSEDED SURVEY CONTROL
 HM0385
 HM0385.No superseded survey control is available for this station.
 HM0385
 HM0385_MARKER: DB = BENCH MARK DISK
 HM0385_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HM0385_SP_SET: FOUNDATION WALL
 HM0385_STAMPING: 4321.884 N 23 1933
 HM0385_MARK LOGO: CGS
 HM0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0385+STABILITY: SURFACE MOTION
 HM0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HM0385+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2022
 HM0385
 HM0385  HISTORY     - Date     Condition        Report By
 HM0385  HISTORY     - 1933     MONUMENTED       CGS
 HM0385  HISTORY     - 1983     GOOD             NGS
 HM0385  HISTORY     - 20100202 GOOD             GEOCAC
 HM0385  HISTORY     - 20220926 GOOD             PROFLN
 HM0385
 HM0385                          STATION DESCRIPTION
 HM0385
 HM0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0385'0.6 KM (0.35 MI) NE FROM BLUFF.
 HM0385'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.5 KM
 HM0385'(0.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST OFFICE IN
 HM0385'BLUFF, THENCE 0.1 KM (0.05 MI) NORTH ALONG A GRAVELED STREET, SET
 HM0385'VERTICALLY IN THE NORTHEAST CORNER OF THE BLUFF FIRE STATION (OLD SAN
 HM0385'JUAN COUNTY JAIL), 30.2 METERS (99.1 FT) EAST OF THE CENTER OF THE
 HM0385'STREET, AND 1.1 METERS (3.6 FT) WEST OF THE NORTHEAST CORNER OF THE
 HM0385'BUILDING.  NOTE=THE OLD SCHOOL WAS TORN DOWN AND THE SANDSTONE BLOCKS
 HM0385'WERE USED TO BUILD THE JAIL AND THE BUILDING IS IN A NEW LOCATION, THE
 HM0385'MARK IS STILL IN THE SAME SANDSTONE BLOCK OF THE NEW BUILDING.
 HM0385'THE MARK IS 1.1 M ABOVE THE GROUND.
 HM0385
 HM0385                          STATION RECOVERY (2010)
 HM0385
 HM0385'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HM0385'RECOVERED IN GOOD CONDITION.
 HM0385
 HM0385                          STATION RECOVERY (2022)
 HM0385
 HM0385'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2022 (JRO)
 HM0385'THE MARK IS IN THE NORTH WALL OF A STONE BUILDING THAT STILL SAYS
 HM0385''JAIL' ABOVE THE DOOR.  THE NORTH PART OF THE STONE BUILDING IS NOW
 HM0385'THE LIBRARY.  THE SOUTH PART OF THE STONE BUILDING IS A 2-BAY GARAGE -
 HM0385'BLUFF FIRE STATION.  A SEPARATE METAL 3-BAY FIRE DEPARTMENT BUILDING
 HM0385'ADJOINS THE STONE BUILDING TO THE SOUTH.  THESE STRUCTURES ARE ABOUT
 HM0385'100 FT (30.5 M) EAST OF AND ACROSS A DRIVEWAY FROM A LARGER MULTI-BAY
 HM0385'FIRE DEPARTMENT BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0114 ***********************************************************************
 JO0114  DESIGNATION -  N 231
 JO0114  PID         -  JO0114
 JO0114  STATE/COUNTY-  UT/BEAVER
 JO0114  COUNTRY     -  US
 JO0114  USGS QUAD   -  SHELLY BALDY PEAK (2017)
 JO0114
 JO0114                         *CURRENT SURVEY CONTROL
 JO0114  ______________________________________________________________________
 JO0114* NAD 83(1986) POSITION- 38 16 50.     (N) 112 27 21.     (W)   SCALED
 JO0114* NAVD 88 ORTHO HEIGHT -  2477.788 (meters)     8129.21  (feet) ADJUSTED
 JO0114  ______________________________________________________________________
 JO0114  GEOID HEIGHT    -        -19.135 (meters)                     GEOID18
 JO0114  DYNAMIC HEIGHT  -       2474.668 (meters)     8118.97  (feet) COMP
 JO0114  MODELED GRAVITY -    979,280.1   (mgal)                       NAVD 88
 JO0114
 JO0114  VERT ORDER      -  SECOND    CLASS 0
 JO0114
 JO0114.The horizontal coordinates were scaled from a map and have
 JO0114.an estimated accuracy of +/- 6 seconds.
 JO0114
 JO0114.The orthometric height was determined by differential leveling and
 JO0114.adjusted by the NATIONAL GEODETIC SURVEY
 JO0114.in June 1991.
 JO0114
 JO0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0114.GEOID18 height accuracy estimate available here.
 JO0114
 JO0114.Click photographs - Photos may exist for this station.
 JO0114
 JO0114.The dynamic height is computed by dividing the NAVD 88
 JO0114.geopotential number by the normal gravity value computed on the
 JO0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0114.degrees latitude (g = 980.6199 gals.).
 JO0114
 JO0114.The modeled gravity was interpolated from observed gravity values.
 JO0114
 JO0114;                    North         East    Units  Estimated Accuracy
 JO0114;SPC UT S     - 3,179,550.      416,370.      MT  (+/- 180 meters Scaled)
 JO0114
 JO0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH726379(NAD 83)
 JO0114
 JO0114                          SUPERSEDED SURVEY CONTROL
 JO0114
 JO0114  NGVD 29 (??/??/92) 2476.353  (m)         8124.50   (f) ADJ UNCH    2 0
 JO0114
 JO0114.Superseded values are not recommended for survey control.
 JO0114
 JO0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0114.See file dsdata.pdf to determine how the superseded data were derived.
 JO0114
 JO0114_MARKER: DB = BENCH MARK DISK
 JO0114_SETTING: 66 = SET IN ROCK OUTCROP
 JO0114_STAMPING: N 231 1935
 JO0114_MARK LOGO: CGS
 JO0114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0114+STABILITY: POSITION/ELEVATION WELL
 JO0114
 JO0114  HISTORY     - Date     Condition        Report By
 JO0114  HISTORY     - 1935     MONUMENTED       CGS
 JO0114  HISTORY     - 1975     GOOD             USGS
 JO0114
 JO0114                          STATION DESCRIPTION
 JO0114
 JO0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0114'13.0 MI E FROM BEAVER.
 JO0114'ABOUT 13.0 MILES EAST ALONG STATE HIGHWAY 21 FROM BEAVER, BEAVER
 JO0114'COUNTY, AT A CURVE, 23 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 JO0114'12 FEET WEST OF A SPRING, AND IN THE TOP OF A SANDSTONE LEDGE.  A
 JO0114'STANDARD DISK, STAMPED N 231 1935.
 JO0114
 JO0114                          STATION RECOVERY (1975)
 JO0114
 JO0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0114'ABOUT 14.0 MILES EAST ALONG STATE HWY 153 FROM BEAVER, BEAVER COUNTY,
 JO0114'ABOUT 40 FEET NORTH OF CENTER LINE OF HIGHWAY, ABOUT 12 FEET WEST OF
 JO0114'A DRAIN, AND IN THE TOP OF A SANDSTONE LEDGE. A STANDARD DISK,
 JO0114'STAMPED N 231 1935.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0168 ***********************************************************************
 KN0168  DESIGNATION -  N 239
 KN0168  PID         -  KN0168
 KN0168  STATE/COUNTY-  UT/CARBON
 KN0168  COUNTRY     -  US
 KN0168  USGS QUAD   -  SCOFIELD (2017)
 KN0168
 KN0168                         *CURRENT SURVEY CONTROL
 KN0168  ______________________________________________________________________
 KN0168* NAD 83(1986) POSITION- 39 39 51.     (N) 111 09 17.     (W)   SCALED
 KN0168* NAVD 88 ORTHO HEIGHT -  2467.046 (meters)     8093.97  (feet) ADJUSTED
 KN0168  ______________________________________________________________________
 KN0168  GEOID HEIGHT    -        -15.902 (meters)                     GEOID18
 KN0168  DYNAMIC HEIGHT  -       2464.276 (meters)     8084.88  (feet) COMP
 KN0168  MODELED GRAVITY -    979,414.2   (mgal)                       NAVD 88
 KN0168
 KN0168  VERT ORDER      -  SECOND    CLASS 0
 KN0168
 KN0168.The horizontal coordinates were scaled from a map and have
 KN0168.an estimated accuracy of +/- 6 seconds.
 KN0168
 KN0168.The orthometric height was determined by differential leveling and
 KN0168.adjusted by the NATIONAL GEODETIC SURVEY
 KN0168.in June 1991.
 KN0168
 KN0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0168.GEOID18 height accuracy estimate available here.
 KN0168
 KN0168.Click photographs - Photos may exist for this station.
 KN0168
 KN0168.The dynamic height is computed by dividing the NAVD 88
 KN0168.geopotential number by the normal gravity value computed on the
 KN0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0168.degrees latitude (g = 980.6199 gals.).
 KN0168
 KN0168.The modeled gravity was interpolated from observed gravity values.
 KN0168
 KN0168;                    North         East    Units  Estimated Accuracy
 KN0168;SPC UT C     - 2,147,800.      529,630.      MT  (+/- 180 meters Scaled)
 KN0168
 KN0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ867904(NAD 83)
 KN0168
 KN0168                          SUPERSEDED SURVEY CONTROL
 KN0168
 KN0168  NGVD 29 (??/??/92) 2465.694  (m)         8089.53   (f) ADJ UNCH    2 0
 KN0168
 KN0168.Superseded values are not recommended for survey control.
 KN0168
 KN0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0168.See file dsdata.pdf to determine how the superseded data were derived.
 KN0168
 KN0168_MARKER: DB = BENCH MARK DISK
 KN0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0168_STAMPING: N 239 1935
 KN0168_MARK LOGO: CGS
 KN0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0168+STABILITY: SURFACE MOTION
 KN0168
 KN0168  HISTORY     - Date     Condition        Report By
 KN0168  HISTORY     - 1935     MONUMENTED       CGS
 KN0168
 KN0168                          STATION DESCRIPTION
 KN0168
 KN0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0168'1.0 MI N FROM CLEARCREEK.
 KN0168'ABOUT 1.0 MILE NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0168'FROM CLEARCREEK, CARBON COUNTY, ABOUT 40 YARDS NORTH OF MILEPOST C 20,
 KN0168'ABOUT 7 YARDS NORTHWEST OF THE NORTHWEST CORNER OF A TRESTLE, AND
 KN0168'ABOUT 6 YARDS WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 KN0168'STAMPED N 239 1935 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0261 ***********************************************************************
 HM0261  DESIGNATION -  N 24
 HM0261  PID         -  HM0261
 HM0261  STATE/COUNTY-  UT/SAN JUAN
 HM0261  COUNTRY     -  US
 HM0261  USGS QUAD   -  MEXICAN HAT SW (2017)
 HM0261
 HM0261                         *CURRENT SURVEY CONTROL
 HM0261  ______________________________________________________________________
 HM0261* NAD 83(1986) POSITION- 37 07 12.8    (N) 109 57 20.7    (W)   HD_HELD2
 HM0261* NAVD 88 ORTHO HEIGHT -  1578.656 (meters)     5179.31  (feet) ADJUSTED
 HM0261  ______________________________________________________________________
 HM0261  GEOID HEIGHT    -        -21.058 (meters)                     GEOID18
 HM0261  DYNAMIC HEIGHT  -       1576.818 (meters)     5173.28  (feet) COMP
 HM0261  MODELED GRAVITY -    979,411.3   (mgal)                       NAVD 88
 HM0261
 HM0261  VERT ORDER      -  FIRST     CLASS II
 HM0261
 HM0261.The horizontal coordinates were established by autonomous hand held GPS
 HM0261.observations and have an estimated accuracy of +/- 10 meters.
 HM0261
 HM0261.The orthometric height was determined by differential leveling and
 HM0261.adjusted by the NATIONAL GEODETIC SURVEY
 HM0261.in June 1991.
 HM0261
 HM0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0261.GEOID18 height accuracy estimate available here.
 HM0261
 HM0261.Click photographs - Photos may exist for this station.
 HM0261
 HM0261.The dynamic height is computed by dividing the NAVD 88
 HM0261.geopotential number by the normal gravity value computed on the
 HM0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0261.degrees latitude (g = 980.6199 gals.).
 HM0261
 HM0261.The modeled gravity was interpolated from observed gravity values.
 HM0261
 HM0261;                    North         East    Units  Estimated Accuracy
 HM0261;SPC UT S     - 3,051,470.      637,236.      MT  (+/- 10 meters HH2 GPS)
 HM0261
 HM0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG9276808719(NAD 83)
 HM0261
 HM0261                          SUPERSEDED SURVEY CONTROL
 HM0261
 HM0261  NGVD 29 (??/??/92) 1577.696  (m)         5176.16   (f) ADJ UNCH    1 2
 HM0261
 HM0261.Superseded values are not recommended for survey control.
 HM0261
 HM0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0261.See file dsdata.pdf to determine how the superseded data were derived.
 HM0261
 HM0261_MARKER: DB = BENCH MARK DISK
 HM0261_SETTING: 66 = SET IN ROCK OUTCROP
 HM0261_STAMPING: 5176.158 N 24 1933
 HM0261_MARK LOGO: CGS
 HM0261_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0261+STABILITY: POSITION/ELEVATION WELL
 HM0261
 HM0261  HISTORY     - Date     Condition        Report By
 HM0261  HISTORY     - 1933     MONUMENTED       CGS
 HM0261  HISTORY     - 1934     GOOD             CGS
 HM0261  HISTORY     - 1983     GOOD             NGS
 HM0261
 HM0261                          STATION DESCRIPTION
 HM0261
 HM0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0261'6.9 MI SW FROM MEXICAN HAT.
 HM0261'6.9 MILES SOUTHWEST ALONG THE ROAD TO KAYENTA FROM THE NEVILLS STONE
 HM0261'HOUSE AT MEXICAN HAT, SAN JUAN COUNTY, 6.4 MILES SOUTHWEST OF THE SAN
 HM0261'JUAN RIVER BRIDGE, 140 YARDS EAST OF THE TOP OF A LOW KNOLL, NEAR THE
 HM0261'MIDDLE OF THE NORTH END OF A PROMINENT OUTCROP, 37 FEET SOUTH OF THE
 HM0261'CENTERLINE OF THE ROAD, AND IN LIMESTONE BEDROCK.  A STANDARD DISK,
 HM0261'STAMPED 5176.158 N 24 1933.
 HM0261
 HM0261                          STATION RECOVERY (1983)
 HM0261
 HM0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0261'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.7 KM
 HM0261'(4.15 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST OFFICE IN
 HM0261'MEXICAN HAT, THENCE 2.8 KM (1.75 MI) WESTERLY ALONG A DIRT ROAD, IN
 HM0261'THE CENTER OF A 4- BY 9-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, AND
 HM0261'11.1 METERS (36.1 FT) SOUTH OF THE CENTER OF THE ROAD.
 HM0261'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 HM0261'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0166 ***********************************************************************
 JN0166  DESIGNATION -  N 25
 JN0166  PID         -  JN0166
 JN0166  STATE/COUNTY-  UT/WAYNE
 JN0166  COUNTRY     -  US
 JN0166  USGS QUAD   -  FRUITA (2017)
 JN0166
 JN0166                         *CURRENT SURVEY CONTROL
 JN0166  ______________________________________________________________________
 JN0166* NAD 83(1986) POSITION- 38 16 00.     (N) 111 14 41.     (W)   SCALED
 JN0166* NAVD 88 ORTHO HEIGHT -  1729.082 (meters)     5672.83  (feet) ADJUSTED
 JN0166  ______________________________________________________________________
 JN0166  GEOID HEIGHT    -        -18.767 (meters)                     GEOID18
 JN0166  DYNAMIC HEIGHT  -       1727.204 (meters)     5666.67  (feet) COMP
 JN0166  MODELED GRAVITY -    979,481.4   (mgal)                       NAVD 88
 JN0166
 JN0166  VERT ORDER      -  FIRST     CLASS II
 JN0166
 JN0166.The horizontal coordinates were scaled from a map and have
 JN0166.an estimated accuracy of +/- 6 seconds.
 JN0166
 JN0166.The orthometric height was determined by differential leveling and
 JN0166.adjusted by the NATIONAL GEODETIC SURVEY
 JN0166.in June 1991.
 JN0166
 JN0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0166.GEOID18 height accuracy estimate available here.
 JN0166
 JN0166.Click photographs - Photos may exist for this station.
 JN0166
 JN0166.The dynamic height is computed by dividing the NAVD 88
 JN0166.geopotential number by the normal gravity value computed on the
 JN0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0166.degrees latitude (g = 980.6199 gals.).
 JN0166
 JN0166.The modeled gravity was interpolated from observed gravity values.
 JN0166
 JN0166;                    North         East    Units  Estimated Accuracy
 JN0166;SPC UT S     - 3,177,610.      522,340.      MT  (+/- 180 meters Scaled)
 JN0166
 JN0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH785354(NAD 83)
 JN0166
 JN0166                          SUPERSEDED SURVEY CONTROL
 JN0166
 JN0166  NGVD 29 (??/??/92) 1727.942  (m)         5669.09   (f) ADJ UNCH    1 2
 JN0166
 JN0166.Superseded values are not recommended for survey control.
 JN0166
 JN0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0166.See file dsdata.pdf to determine how the superseded data were derived.
 JN0166
 JN0166_MARKER: DB = BENCH MARK DISK
 JN0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0166_STAMPING: N 25 1934
 JN0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0166+STABILITY: SURFACE MOTION
 JN0166
 JN0166  HISTORY     - Date     Condition        Report By
 JN0166  HISTORY     - 1934     MONUMENTED       CGS
 JN0166
 JN0166                          STATION DESCRIPTION
 JN0166
 JN0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0166'1.5 MI E FROM FRUITA.
 JN0166'1.5 MILES EAST ALONG STATE HIGHWAY 24 FROM FRUITA, WAYNE COUNTY, ON
 JN0166'THE SUMMIT OF THE FIRST HILL EAST OF THE TOWN, 30 FEET NORTHEAST OF
 JN0166'THE CENTERLINE OF THE HIGHWAY, AND 18 FEET NORTH OF A TELEPHONE POLE.
 JN0166'A STANDARD DISK, STAMPED N 25 1934 AND SET IN THE TOP OF A CONCRETE
 JN0166'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0135 ***********************************************************************
 KM0135  DESIGNATION -  N 26
 KM0135  PID         -  KM0135
 KM0135  STATE/COUNTY-  UT/UINTAH
 KM0135  COUNTRY     -  US
 KM0135  USGS QUAD   -  SOUTHAM CANYON (2017)
 KM0135
 KM0135                         *CURRENT SURVEY CONTROL
 KM0135  ______________________________________________________________________
 KM0135* NAD 83(1986) POSITION- 39 58 38.6    (N) 109 10 42.2    (W)   HD_HELD2
 KM0135* NAVD 88 ORTHO HEIGHT -  1525.902 (meters)     5006.23  (feet) ADJUSTED
 KM0135  ______________________________________________________________________
 KM0135  GEOID HEIGHT    -        -17.211 (meters)                     GEOID18
 KM0135  DYNAMIC HEIGHT  -       1524.505 (meters)     5001.65  (feet) COMP
 KM0135  MODELED GRAVITY -    979,657.3   (mgal)                       NAVD 88
 KM0135
 KM0135  VERT ORDER      -  FIRST     CLASS II
 KM0135
 KM0135.The horizontal coordinates were established by autonomous hand held GPS
 KM0135.observations and have an estimated accuracy of +/- 10 meters.
 KM0135
 KM0135.The orthometric height was determined by differential leveling and
 KM0135.adjusted by the NATIONAL GEODETIC SURVEY
 KM0135.in June 1991.
 KM0135
 KM0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0135.GEOID18 height accuracy estimate available here.
 KM0135
 KM0135.Click photographs - Photos may exist for this station.
 KM0135
 KM0135.The dynamic height is computed by dividing the NAVD 88
 KM0135.geopotential number by the normal gravity value computed on the
 KM0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0135.degrees latitude (g = 980.6199 gals.).
 KM0135
 KM0135.The modeled gravity was interpolated from observed gravity values.
 KM0135
 KM0135;                    North         East    Units  Estimated Accuracy
 KM0135;SPC UT C     - 2,185,094.      698,275.      MT  (+/- 10 meters HH2 GPS)
 KM0135
 KM0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK5554826836(NAD 83)
 KM0135
 KM0135                          SUPERSEDED SURVEY CONTROL
 KM0135
 KM0135  NGVD 29 (??/??/92) 1524.724  (m)         5002.37   (f) ADJ UNCH    1 2
 KM0135
 KM0135.Superseded values are not recommended for survey control.
 KM0135
 KM0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0135.See file dsdata.pdf to determine how the superseded data were derived.
 KM0135
 KM0135_MARKER: DB = BENCH MARK DISK
 KM0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0135_STAMPING: 5002.365 N 26 1933
 KM0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0135+STABILITY: SURFACE MOTION
 KM0135
 KM0135  HISTORY     - Date     Condition        Report By
 KM0135  HISTORY     - 1933     MONUMENTED       CGS
 KM0135  HISTORY     - 1949     GOOD             CGS
 KM0135
 KM0135                          STATION DESCRIPTION
 KM0135
 KM0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KM0135'3.8 MI S FROM BONANZA.
 KM0135'ABOUT 3.8 MILES SOUTH ALONG THE WATSON-JENSEN ROAD FROM BONANZA,
 KM0135'UINTAH COUNTY, ABOUT 600 FEET SOUTH OF THE WHITE RIVER TOLL BRIDGE,
 KM0135'ABOUT 300 FEET NORTHEAST OF THE RIVER, ABOUT 300 FEET WEST OF THE
 KM0135'BRIDGEKEEPERS QUARTERS, ON THE TOP OF A SANDY BANK, ABOUT 30 FEET
 KM0135'NORTH OF A SMALL ABANDONED CELLAR, AND ABOUT 40 FEET SOUTHWEST OF THE
 KM0135'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED 5002.365 N 26 1933
 KM0135'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE BRIDGE IS NO LONGER
 KM0135'A TOLL BRIDGE.  THE BRIDGEKEEPERS QUARTERS IS STILL STANDING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0212 ***********************************************************************
 LN0212  DESIGNATION -  N 28
 LN0212  PID         -  LN0212
 LN0212  STATE/COUNTY-  UT/DAGGETT
 LN0212  COUNTRY     -  US
 LN0212  USGS QUAD   -  MOUNT LENA (2017)
 LN0212
 LN0212                         *CURRENT SURVEY CONTROL
 LN0212  ______________________________________________________________________
 LN0212* NAD 83(1986) POSITION- 40 48 53.     (N) 109 27 59.     (W)   SCALED
 LN0212* NAVD 88 ORTHO HEIGHT -  2477.132 (meters)     8127.06  (feet) ADJUSTED
 LN0212  ______________________________________________________________________
 LN0212  GEOID HEIGHT    -        -13.714 (meters)                     GEOID18
 LN0212  DYNAMIC HEIGHT  -       2474.707 (meters)     8119.10  (feet) COMP
 LN0212  MODELED GRAVITY -    979,555.1   (mgal)                       NAVD 88
 LN0212
 LN0212  VERT ORDER      -  FIRST     CLASS II
 LN0212
 LN0212.The horizontal coordinates were scaled from a map and have
 LN0212.an estimated accuracy of +/- 6 seconds.
 LN0212
 LN0212.The orthometric height was determined by differential leveling and
 LN0212.adjusted by the NATIONAL GEODETIC SURVEY
 LN0212.in June 1991.
 LN0212
 LN0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0212.GEOID18 height accuracy estimate available here.
 LN0212
 LN0212.Click photographs - Photos may exist for this station.
 LN0212
 LN0212.The dynamic height is computed by dividing the NAVD 88
 LN0212.geopotential number by the normal gravity value computed on the
 LN0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0212.degrees latitude (g = 980.6199 gals.).
 LN0212
 LN0212.The modeled gravity was interpolated from observed gravity values.
 LN0212
 LN0212;                    North         East    Units  Estimated Accuracy
 LN0212;SPC UT N     - 1,055,470.      671,560.      MT  (+/- 180 meters Scaled)
 LN0212
 LN0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL293193(NAD 83)
 LN0212
 LN0212                          SUPERSEDED SURVEY CONTROL
 LN0212
 LN0212  NGVD 29 (??/??/92) 2475.716  (m)         8122.41   (f) ADJ UNCH    1 2
 LN0212
 LN0212.Superseded values are not recommended for survey control.
 LN0212
 LN0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0212.See file dsdata.pdf to determine how the superseded data were derived.
 LN0212
 LN0212_MARKER: DB = BENCH MARK DISK
 LN0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0212_STAMPING: 8122.411 N 28 1933
 LN0212_MARK LOGO: CGS
 LN0212_PROJECTION: PROJECTING 15 CENTIMETERS
 LN0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0212+STABILITY: SURFACE MOTION
 LN0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0212+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2010
 LN0212
 LN0212  HISTORY     - Date     Condition        Report By
 LN0212  HISTORY     - 1933     MONUMENTED       CGS
 LN0212  HISTORY     - 1967     MARK NOT FOUND   USGS
 LN0212  HISTORY     - 1984     GOOD             NGS
 LN0212  HISTORY     - 20000620 GOOD             NGS
 LN0212  HISTORY     - 20100802 GOOD             NGS
 LN0212
 LN0212                          STATION DESCRIPTION
 LN0212
 LN0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0212'34.0 MI N FROM VERNAL.
 LN0212'IN DAGGETT COUNTY, ABOUT 34.0 MILES NORTH ALONG STATE HIGHWAY 44 FROM
 LN0212'VERNAL, UINTAH COUNTY, ABOUT 1.8 MILES NORTH OF CART CREEK, ON THE
 LN0212'SOUTH SLOPE OF A HILL, AND ABOUT 50 FEET WEST OF THE CENTER LINE OF
 LN0212'THE HIGHWAY.  A STANDARD DISK, STAMPED 8122.411 N 28 1933 AND SET IN
 LN0212'THE TOP OF A CONCRETE POST.
 LN0212
 LN0212                          STATION RECOVERY (1967)
 LN0212
 LN0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LN0212'MARK NOT FOUND.
 LN0212
 LN0212                          STATION RECOVERY (1984)
 LN0212
 LN0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0212'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  48.8 KM
 LN0212'(30.3 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION WITH
 LN0212'U.S. HIGHWAY 40 IN VERNAL, 0.5 KM (0.3 MI) NORTH OF A UTILITY LINE
 LN0212'CROSSING, 0.4 KM (0.25 MI) NORTH OF MILEPOST 241, 101.1 M (331.7 FT)
 LN0212'NORTH OF THE EXTENDED CENTER OF A PAVED ROAD LEADING EAST TO THE
 LN0212'LODGEPOLE CAMPGROUND, AND 16.1 M (52.8 FT) WEST OF THE CENTERLINE OF
 LN0212'THE HIGHWAY.
 LN0212'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LN0212'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 LN0212
 LN0212                          STATION RECOVERY (2000)
 LN0212
 LN0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 LN0212'GRAVITY BASE STATION 'LODGEPOLE', HUS 481, IS ADJACENT TO CONCRETE
 LN0212'POST.
 LN0212
 LN0212                          STATION RECOVERY (2010)
 LN0212
 LN0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (DW)
 LN0212'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0346 ***********************************************************************
 LN0346  DESIGNATION -  N 29
 LN0346  PID         -  LN0346
 LN0346  STATE/COUNTY-  UT/DAGGETT
 LN0346  COUNTRY     -  US
 LN0346  USGS QUAD   -  MANILA (2017)
 LN0346
 LN0346                         *CURRENT SURVEY CONTROL
 LN0346  ______________________________________________________________________
 LN0346* NAD 83(1986) POSITION- 40 59 20.2    (N) 109 41 09.0    (W)   HD_HELD2
 LN0346* NAVD 88 ORTHO HEIGHT -  1880.322 (meters)     6169.02  (feet) ADJUSTED
 LN0346  ______________________________________________________________________
 LN0346  GEOID HEIGHT    -        -14.176 (meters)                     GEOID18
 LN0346  DYNAMIC HEIGHT  -       1878.639 (meters)     6163.50  (feet) COMP
 LN0346  MODELED GRAVITY -    979,662.9   (mgal)                       NAVD 88
 LN0346
 LN0346  VERT ORDER      -  FIRST     CLASS II
 LN0346
 LN0346.The horizontal coordinates were established by autonomous hand held GPS
 LN0346.observations and have an estimated accuracy of +/- 10 meters.
 LN0346
 LN0346.The orthometric height was determined by differential leveling and
 LN0346.adjusted by the NATIONAL GEODETIC SURVEY
 LN0346.in June 1991.
 LN0346
 LN0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0346.GEOID18 height accuracy estimate available here.
 LN0346
 LN0346.Click photographs - Photos may exist for this station.
 LN0346
 LN0346.The dynamic height is computed by dividing the NAVD 88
 LN0346.geopotential number by the normal gravity value computed on the
 LN0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0346.degrees latitude (g = 980.6199 gals.).
 LN0346
 LN0346.The modeled gravity was interpolated from observed gravity values.
 LN0346
 LN0346;                    North         East    Units  Estimated Accuracy
 LN0346;SPC UT N     - 1,074,398.      652,645.      MT  (+/- 10 meters HH2 GPS)
 LN0346
 LN0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL1054338361(NAD 83)
 LN0346
 LN0346                          SUPERSEDED SURVEY CONTROL
 LN0346
 LN0346  NGVD 29 (??/??/92) 1879.068  (m)         6164.91   (f) ADJ UNCH    1 2
 LN0346
 LN0346.Superseded values are not recommended for survey control.
 LN0346
 LN0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0346.See file dsdata.pdf to determine how the superseded data were derived.
 LN0346
 LN0346_MARKER: DB = BENCH MARK DISK
 LN0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0346_STAMPING: N 29 1933
 LN0346_MARK LOGO: CGS
 LN0346_PROJECTION: FLUSH
 LN0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0346+STABILITY: SURFACE MOTION
 LN0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LN0346+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2009
 LN0346
 LN0346  HISTORY     - Date     Condition        Report By
 LN0346  HISTORY     - 1933     MONUMENTED       CGS
 LN0346  HISTORY     - 1962     GOOD             CGS
 LN0346  HISTORY     - 1984     GOOD             NGS
 LN0346  HISTORY     - 20091018 GOOD             GEOCAC
 LN0346
 LN0346                          STATION DESCRIPTION
 LN0346
 LN0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0346'2.25 MI W FROM LINWOOD.
 LN0346'2.25 MILES WEST ALONG STATE HIGHWAY 43 FROM THE POST OFFICE AT
 LN0346'LINWOOD, AT THE INTERSECTION OF A NORTH-SOUTH COUNTY ROAD, 59 FEET
 LN0346'NORTH OF THE CENTER LINE OF THE HIGHWAY, 26 FEET WEST OF THE CENTER
 LN0346'LINE OF THE ROAD, 26 FEET NORTH OF A FENCE CORNER, 22 FEET NORTH OF
 LN0346'POWER POLE E 789, 0.3 FOOT EAST OF A FENCE, 0.8 FOOT SOUTH OF A
 LN0346'WITNESS POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 LN0346'OF A CONCRETE POST FLUSH WITH THE GROUND.
 LN0346
 LN0346                          STATION RECOVERY (1984)
 LN0346
 LN0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0346'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.5 KM
 LN0346'(1.55 MI) EASTERLY ALONG STATE HIGHWAY 43 FROM ITS JUNCTION WITH STATE
 LN0346'HIGHWAY 44 IN MANILA, THENCE 0.6 KM (0.35 MI) EAST ALONG A PAVED ROAD,
 LN0346'IN THE SOUTHEAST CORNER OF A LAWN, 18.0 M (59.1 FT) NORTH OF THE
 LN0346'CENTERLINE OF THE ROAD, 8.0 M (26.2 FT) WEST OF THE CENTER OF A
 LN0346'GRAVELED ROAD LEADING NORTH, AND 6.7 M (22.0 FT) NORTH OF A UTILITY
 LN0346'POLE.
 LN0346'THE MARK IS 0.6 M ABOVE THE ROAD.
 LN0346
 LN0346                          STATION RECOVERY (2009)
 LN0346
 LN0346'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LN0346'STATION IS AT THE NW CORNER OF THE T INTERSECTION OF BEAR PAW LANE
 LN0346'WITH AIRPORT ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0051 ***********************************************************************
 KO0051  DESIGNATION -  N 3
 KO0051  PID         -  KO0051
 KO0051  STATE/COUNTY-  UT/JUAB
 KO0051  COUNTRY     -  US
 KO0051  USGS QUAD   -  TINTIC JUNCTION (2017)
 KO0051
 KO0051                         *CURRENT SURVEY CONTROL
 KO0051  ______________________________________________________________________
 KO0051* NAD 83(1986) POSITION- 39 52 45.     (N) 112 09 17.     (W)   SCALED
 KO0051* NAVD 88 ORTHO HEIGHT -  1746.280 (meters)     5729.25  (feet) POSTED
 KO0051  ______________________________________________________________________
 KO0051  GEOID HEIGHT    -        -17.873 (meters)                     GEOID18
 KO0051  DYNAMIC HEIGHT  -       1744.60  (meters)     5723.7   (feet) COMP
 KO0051  MODELED GRAVITY -    979,603.4   (mgal)                       NAVD 88
 KO0051
 KO0051  VERT ORDER      -  * POSTED, SEE BELOW
 KO0051
 KO0051.The horizontal coordinates were scaled from a map and have
 KO0051.an estimated accuracy of +/- 6 seconds.
 KO0051
 KO0051.The orthometric height was determined by differential leveling
 KO0051.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KO0051
 KO0051.* This is a POSTED BENCH MARK height.
 KO0051
 KO0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0051.GEOID18 height accuracy estimate available here.
 KO0051
 KO0051.Click photographs - Photos may exist for this station.
 KO0051
 KO0051.The dynamic height is computed by dividing the NAVD 88
 KO0051.geopotential number by the normal gravity value computed on the
 KO0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0051.degrees latitude (g = 980.6199 gals.).
 KO0051
 KO0051.The modeled gravity was interpolated from observed gravity values.
 KO0051
 KO0051;                    North         East    Units  Estimated Accuracy
 KO0051;SPC UT C     - 2,171,820.      444,000.      MT  (+/- 180 meters Scaled)
 KO0051
 KO0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK012149(NAD 83)
 KO0051
 KO0051                          SUPERSEDED SURVEY CONTROL
 KO0051
 KO0051.No superseded survey control is available for this station.
 KO0051
 KO0051_MARKER: P = PIPE CAP
 KO0051_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0051_STAMPING: ELEV.5725.218 FT.
 KO0051_MARK LOGO: CGS
 KO0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0051
 KO0051  HISTORY     - Date     Condition        Report By
 KO0051  HISTORY     - 1908     MONUMENTED       CGS
 KO0051  HISTORY     - 1949     GOOD             CGS
 KO0051  HISTORY     - 1970     MARK NOT FOUND   NGS
 KO0051
 KO0051                          STATION DESCRIPTION
 KO0051
 KO0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KO0051'3.0 MI S FROM TINTIC.
 KO0051'ABOUT 3.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM TINTIC,
 KO0051'JUAB COUNTY, ABOUT 200 YARDS NORTH OF A ROAD CROSSING, ABOUT 3 POLES
 KO0051'SOUTH OF MILE POLE 693, ABOUT 145 YARDS SOUTH OF CULVERT 695.48, ABOUT
 KO0051'35 FEET EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 21 FEET FROM
 KO0051'THE NORTH POST OF A RAIL RACK.  A STANDARD CAP, STAMPED ELEV.5725.218
 KO0051'FT. AND FASTENED ON THE TOP OF THE IRON PIPE PROJECTING ABOUT 6 INCHES
 KO0051'ABOVE GROUND.
 KO0051
 KO0051                          STATION RECOVERY (1970)
 KO0051
 KO0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KO0051'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0263 ***********************************************************************
 JN0263  DESIGNATION -  N 30
 JN0263  PID         -  JN0263
 JN0263  STATE/COUNTY-  UT/SEVIER
 JN0263  COUNTRY     -  US
 JN0263  USGS QUAD   -  BOOBE HOLE RESERVOIR (2017)
 JN0263
 JN0263                         *CURRENT SURVEY CONTROL
 JN0263  ______________________________________________________________________
 JN0263* NAD 83(1986) POSITION- 38 41 16.     (N) 111 51 32.     (W)   SCALED
 JN0263* NAVD 88 ORTHO HEIGHT -  2212.792 (meters)     7259.80  (feet) ADJUSTED
 JN0263  ______________________________________________________________________
 JN0263  GEOID HEIGHT    -        -17.985 (meters)                     GEOID18
 JN0263  DYNAMIC HEIGHT  -       2210.217 (meters)     7251.35  (feet) COMP
 JN0263  MODELED GRAVITY -    979,385.0   (mgal)                       NAVD 88
 JN0263
 JN0263  VERT ORDER      -  FIRST     CLASS II
 JN0263
 JN0263.The horizontal coordinates were scaled from a map and have
 JN0263.an estimated accuracy of +/- 6 seconds.
 JN0263
 JN0263.The orthometric height was determined by differential leveling and
 JN0263.adjusted by the NATIONAL GEODETIC SURVEY
 JN0263.in June 1991.
 JN0263
 JN0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0263.GEOID18 height accuracy estimate available here.
 JN0263
 JN0263.Click photographs - Photos may exist for this station.
 JN0263
 JN0263.The dynamic height is computed by dividing the NAVD 88
 JN0263.geopotential number by the normal gravity value computed on the
 JN0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0263.degrees latitude (g = 980.6199 gals.).
 JN0263
 JN0263.The modeled gravity was interpolated from observed gravity values.
 JN0263
 JN0263;                    North         East    Units  Estimated Accuracy
 JN0263;SPC UT C     - 2,039,420.      468,770.      MT  (+/- 180 meters Scaled)
 JN0263
 JN0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH253824(NAD 83)
 JN0263
 JN0263                          SUPERSEDED SURVEY CONTROL
 JN0263
 JN0263  NGVD 29 (??/??/92) 2211.439  (m)         7255.36   (f) ADJ UNCH    1 2
 JN0263
 JN0263.Superseded values are not recommended for survey control.
 JN0263
 JN0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0263.See file dsdata.pdf to determine how the superseded data were derived.
 JN0263
 JN0263_MARKER: DB = BENCH MARK DISK
 JN0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0263_STAMPING: N 30 1934
 JN0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0263+STABILITY: SURFACE MOTION
 JN0263
 JN0263  HISTORY     - Date     Condition        Report By
 JN0263  HISTORY     - 1934     MONUMENTED       CGS
 JN0263
 JN0263                          STATION DESCRIPTION
 JN0263
 JN0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0263'14.5 MI E FROM SIGURD.
 JN0263'14.5 MILES EAST ALONG STATE HIGHWAY 24 FROM THE DENVER AND RIO GRANDE
 JN0263'WESTERN RAILROAD STATION AT SIGURD, SEVIER COUNTY, 72 FEET EAST OF THE
 JN0263'FOOT OF A LARGE ROUND ROCKY HILL, 70 FEET NORTH OF A SMALL DRY WASH ON
 JN0263'THE SOUTH SIDE OF THE HIGHWAY, AND 30 FEET NORTH OF THE CENTERLINE OF
 JN0263'THE HIGHWAY.  A STANDARD DISK, STAMPED N 30 1934 AND SET IN THE TOP OF
 JN0263'A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0020 ***********************************************************************
 JO0020  DESIGNATION -  N 31
 JO0020  PID         -  JO0020
 JO0020  STATE/COUNTY-  UT/SEVIER
 JO0020  COUNTRY     -  US
 JO0020  USGS QUAD   -  MARYSVALE CANYON (2017)
 JO0020
 JO0020                         *CURRENT SURVEY CONTROL
 JO0020  ______________________________________________________________________
 JO0020* NAD 83(1986) POSITION- 38 35 25.     (N) 112 15 52.     (W)   SCALED
 JO0020* NAVD 88 ORTHO HEIGHT -  1726.923 (meters)     5665.75  (feet) ADJUSTED
 JO0020  ______________________________________________________________________
 JO0020  GEOID HEIGHT    -        -19.121 (meters)                     GEOID18
 JO0020  DYNAMIC HEIGHT  -       1725.030 (meters)     5659.54  (feet) COMP
 JO0020  MODELED GRAVITY -    979,472.0   (mgal)                       NAVD 88
 JO0020
 JO0020  VERT ORDER      -  FIRST     CLASS II
 JO0020
 JO0020.The horizontal coordinates were scaled from a map and have
 JO0020.an estimated accuracy of +/- 6 seconds.
 JO0020
 JO0020.The orthometric height was determined by differential leveling and
 JO0020.adjusted by the NATIONAL GEODETIC SURVEY
 JO0020.in June 1991.
 JO0020
 JO0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0020.GEOID18 height accuracy estimate available here.
 JO0020
 JO0020.Click photographs - Photos may exist for this station.
 JO0020
 JO0020.The dynamic height is computed by dividing the NAVD 88
 JO0020.geopotential number by the normal gravity value computed on the
 JO0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0020.degrees latitude (g = 980.6199 gals.).
 JO0020
 JO0020.The modeled gravity was interpolated from observed gravity values.
 JO0020
 JO0020;                    North         East    Units  Estimated Accuracy
 JO0020;SPC UT C     - 2,028,810.      433,390.      MT  (+/- 180 meters Scaled)
 JO0020
 JO0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH898720(NAD 83)
 JO0020
 JO0020                          SUPERSEDED SURVEY CONTROL
 JO0020
 JO0020  NGVD 29 (??/??/92) 1725.696  (m)         5661.72   (f) ADJ UNCH    1 2
 JO0020
 JO0020.Superseded values are not recommended for survey control.
 JO0020
 JO0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0020.See file dsdata.pdf to determine how the superseded data were derived.
 JO0020
 JO0020_MARKER: DB = BENCH MARK DISK
 JO0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0020_STAMPING: N 31 1934
 JO0020_MARK LOGO: CGS
 JO0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0020+STABILITY: SURFACE MOTION
 JO0020
 JO0020  HISTORY     - Date     Condition        Report By
 JO0020  HISTORY     - 1934     MONUMENTED       CGS
 JO0020  HISTORY     - 20101209 MARK NOT FOUND   GEOCAC
 JO0020
 JO0020                          STATION DESCRIPTION
 JO0020
 JO0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0020'1.1 MI W FROM SEVIER.
 JO0020'1.1 MILES WEST ALONG STATE HIGHWAY 13 FROM THE DENVER AND RIO GRANDE
 JO0020'WESTERN RAILROAD STATION AT SEVIER, SEVIER COUNTY, 86 FEET NORTHWEST
 JO0020'OF A ROAD LEADING SOUTH, 84 FEET NORTHEAST OF THE HEADWALL OF A 2-BY
 JO0020'4-FOOT CONCRETE CULVERT, AND 60 FEET NORTH OF THE CENTERLINE OF THE
 JO0020'HIGHWAY.  A STANDARD DISK, STAMPED N 31 1934 AND SET IN THE TOP OF A
 JO0020'CONCRETE POST.
 JO0020
 JO0020                          STATION RECOVERY (2010)
 JO0020
 JO0020'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 JO0020'LOCATION IS WITHIN THE FOOTPRINT OF I 70.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0162 ***********************************************************************
 JO0162  DESIGNATION -  N 32
 JO0162  PID         -  JO0162
 JO0162  STATE/COUNTY-  UT/BEAVER
 JO0162  COUNTRY     -  US
 JO0162  USGS QUAD   -  ADAMSVILLE (2017)
 JO0162
 JO0162                         *CURRENT SURVEY CONTROL
 JO0162  ______________________________________________________________________
 JO0162* NAD 83(1986) POSITION- 38 15 29.     (N) 112 46 39.     (W)   SCALED
 JO0162* NAVD 88 ORTHO HEIGHT -  1690.085 (meters)     5544.89  (feet) ADJUSTED
 JO0162  ______________________________________________________________________
 JO0162  GEOID HEIGHT    -        -20.574 (meters)                     GEOID18
 JO0162  DYNAMIC HEIGHT  -       1688.214 (meters)     5538.75  (feet) COMP
 JO0162  MODELED GRAVITY -    979,463.1   (mgal)                       NAVD 88
 JO0162
 JO0162  VERT ORDER      -  FIRST     CLASS II
 JO0162
 JO0162.The horizontal coordinates were scaled from a map and have
 JO0162.an estimated accuracy of +/- 6 seconds.
 JO0162
 JO0162.The orthometric height was determined by differential leveling and
 JO0162.adjusted by the NATIONAL GEODETIC SURVEY
 JO0162.in June 1991.
 JO0162
 JO0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0162.GEOID18 height accuracy estimate available here.
 JO0162
 JO0162.Click photographs - Photos may exist for this station.
 JO0162
 JO0162.The dynamic height is computed by dividing the NAVD 88
 JO0162.geopotential number by the normal gravity value computed on the
 JO0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0162.degrees latitude (g = 980.6199 gals.).
 JO0162
 JO0162.The modeled gravity was interpolated from observed gravity values.
 JO0162
 JO0162;                    North         East    Units  Estimated Accuracy
 JO0162;SPC UT S     - 3,177,390.      388,190.      MT  (+/- 180 meters Scaled)
 JO0162
 JO0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH444359(NAD 83)
 JO0162
 JO0162                          SUPERSEDED SURVEY CONTROL
 JO0162
 JO0162  NGVD 29 (??/??/92) 1688.934  (m)         5541.11   (f) ADJ UNCH    1 2
 JO0162
 JO0162.Superseded values are not recommended for survey control.
 JO0162
 JO0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0162.See file dsdata.pdf to determine how the superseded data were derived.
 JO0162
 JO0162_MARKER: DB = BENCH MARK DISK
 JO0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0162_STAMPING: N 32 1934
 JO0162_MARK LOGO: CGS
 JO0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0162+STABILITY: SURFACE MOTION
 JO0162
 JO0162  HISTORY     - Date     Condition        Report By
 JO0162  HISTORY     - 1934     MONUMENTED       CGS
 JO0162  HISTORY     - 1984     GOOD             USGS
 JO0162
 JO0162                          STATION DESCRIPTION
 JO0162
 JO0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0162'7.9 MI W FROM BEAVER.
 JO0162'7.9 MILES WEST ALONG STATE HIGHWAY 21 FROM THE COURTHOUSE AT BEAVER,
 JO0162'BEAVER COUNTY, 110 FEET SOUTHWEST OF A SMALL UNPAINTED FARMHOUSE, 92
 JO0162'FEET SOUTH OF TELEPHONE POLE 255, 38 FEET SOUTH OF THE CENTERLINE OF
 JO0162'THE HIGHWAY, AND 2 FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED
 JO0162'N 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JO0162
 JO0162                          STATION RECOVERY (1984)
 JO0162
 JO0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JO0162'BEAVER UTAH, 6.8 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0162'OFFICE AT BEAVER UTAH, THENCE 0.9 MILES WEST ALONG BLACKTOP ROAD
 JO0162'LEADING TO ADAMSVILLE UT., 32 FEET SOUTH OF CENTER LINE OF ROAD, 56
 JO0162'FEET SOUTHWEST OF THE SOUTH END OF A 12' CULVERT (IRR. DITCH
 JO0162'CROSSING) AND 1.0 FEET NORTH OF A FENCE, SET IN TOP OF A CONCRETE
 JO0162'POST PROJECTING 0.3 FEET, A STANDARD TABLET STAMPED 'N 32 1934'.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0301 ***********************************************************************
 JO0301  DESIGNATION -  N 33
 JO0301  PID         -  JO0301
 JO0301  STATE/COUNTY-  UT/BEAVER
 JO0301  COUNTRY     -  US
 JO0301  USGS QUAD   -  WALLACES PEAK (2017)
 JO0301
 JO0301                         *CURRENT SURVEY CONTROL
 JO0301  ______________________________________________________________________
 JO0301* NAD 83(1986) POSITION- 38 28 28.     (N) 113 26 03.     (W)   SCALED
 JO0301* NAVD 88 ORTHO HEIGHT -  1499.074 (meters)     4918.21  (feet) ADJUSTED
 JO0301  ______________________________________________________________________
 JO0301  GEOID HEIGHT    -        -21.233 (meters)                     GEOID18
 JO0301  DYNAMIC HEIGHT  -       1497.522 (meters)     4913.12  (feet) COMP
 JO0301  MODELED GRAVITY -    979,541.1   (mgal)                       NAVD 88
 JO0301
 JO0301  VERT ORDER      -  FIRST     CLASS II
 JO0301
 JO0301.The horizontal coordinates were scaled from a map and have
 JO0301.an estimated accuracy of +/- 6 seconds.
 JO0301
 JO0301.The orthometric height was determined by differential leveling and
 JO0301.adjusted by the NATIONAL GEODETIC SURVEY
 JO0301.in June 1991.
 JO0301
 JO0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0301.GEOID18 height accuracy estimate available here.
 JO0301
 JO0301.Click photographs - Photos may exist for this station.
 JO0301
 JO0301.The dynamic height is computed by dividing the NAVD 88
 JO0301.geopotential number by the normal gravity value computed on the
 JO0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0301.degrees latitude (g = 980.6199 gals.).
 JO0301
 JO0301.The modeled gravity was interpolated from observed gravity values.
 JO0301
 JO0301;                    North         East    Units  Estimated Accuracy
 JO0301;SPC UT S     - 3,202,390.      331,230.      MT  (+/- 180 meters Scaled)
 JO0301
 JO0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH876612(NAD 83)
 JO0301
 JO0301                          SUPERSEDED SURVEY CONTROL
 JO0301
 JO0301  NGVD 29 (??/??/92) 1497.947  (m)         4914.51   (f) ADJ UNCH    1 2
 JO0301
 JO0301.Superseded values are not recommended for survey control.
 JO0301
 JO0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0301.See file dsdata.pdf to determine how the superseded data were derived.
 JO0301
 JO0301_MARKER: DB = BENCH MARK DISK
 JO0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0301_STAMPING: N 33 1934
 JO0301_MARK LOGO: CGS
 JO0301_PROJECTION: FLUSH
 JO0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0301+STABILITY: SURFACE MOTION
 JO0301
 JO0301  HISTORY     - Date     Condition        Report By
 JO0301  HISTORY     - 1934     MONUMENTED       CGS
 JO0301  HISTORY     - 1958     GOOD             USGS
 JO0301  HISTORY     - 1984     GOOD             NGS
 JO0301
 JO0301                          STATION DESCRIPTION
 JO0301
 JO0301'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JO0301'52.4 MI SE FROM GARRISON.
 JO0301'TO REACH FROM THE POST OFFICE AT MILFORD DRIVE NORTH AND WEST ALONG
 JO0301'STATE HIGHWAY 21 FOR 25.1 MILES TO CROSSROADS NEAR THE WAH WAH RANCH,
 JO0301'AND TURN SOUTH FOR 0.3 MILE TO A Y-ROAD FORK AND THE CROSSING OF THE
 JO0301'ALIGNMENT OF THE OLD HIGHWAY.  THE MARK IS 65 FEET SOUTHWEST OF THE
 JO0301'Y-ROAD FORK AND 120 FEET NORTHWEST OF THE POINT WHERE A DRAIN CROSSES
 JO0301'THE ROAD HEADING SOUTH.  IT IS LOCATED IN THE CURVE OF THE ROAD, AND
 JO0301'20 FEET FROM THE ROAD.  A STANDARD DISK, STAMPED N 33 1934 AND SET IN
 JO0301'THE TOP OF A CONCRETE POST.
 JO0301
 JO0301                          STATION RECOVERY (1984)
 JO0301
 JO0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0301'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 JO0301'NEW DESCRIPTION FOLLOWS.  40.0 KM (25.00 MI) WEST ALONG STATE HIGHWAY
 JO0301'21 FROM THE JUNCTION OF STATE HIGHWAY 257 AT MILFORD, THENCE 0.49 KM
 JO0301'(0.30 MI) SOUTH ALONG A DIRT ROAD, IN THE NORTHWEST CORNER OF THE
 JO0301'INTERSECTION OF THE OLD HIGHWAY BED, 18.1 METERS (59.5 FT) WEST OF THE
 JO0301'CENTER OF THE ROAD, 62.5 METERS (205 FT) NORTHWEST ACROSS THE ROAD
 JO0301'FROM A TELEPHONE JUNCTION POLE WITH A GUY WIRE ATTACHED AND
 JO0301'5.5 METERS (18.0 FT) NORTH OF THE CENTER OF THE OLD HIGHWAY BED.
 JO0301'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 JO0301'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0014 ***********************************************************************
 MS0014  DESIGNATION -  N 331
 MS0014  PID         -  MS0014
 MS0014  STATE/COUNTY-  UT/BOX ELDER
 MS0014  COUNTRY     -  US
 MS0014  USGS QUAD   -  CUTLER DAM (2017)
 MS0014
 MS0014                         *CURRENT SURVEY CONTROL
 MS0014  ______________________________________________________________________
 MS0014* NAD 83(1986) POSITION- 41 48 20.     (N) 112 04 11.     (W)   SCALED
 MS0014* NAVD 88 ORTHO HEIGHT -  1362.577 (meters)     4470.39  (feet) ADJUSTED
 MS0014  ______________________________________________________________________
 MS0014  GEOID HEIGHT    -        -15.367 (meters)                     GEOID18
 MS0014  DYNAMIC HEIGHT  -       1361.640 (meters)     4467.31  (feet) COMP
 MS0014  MODELED GRAVITY -    979,887.5   (mgal)                       NAVD 88
 MS0014  OBS GRAVITY     -    979,892.3   (mgal)                       GRAV_OBS
 MS0014
 MS0014  VERT ORDER      -  FIRST     CLASS I
 MS0014
 MS0014.The horizontal coordinates were scaled from a map and have
 MS0014.an estimated accuracy of +/- 6 seconds.
 MS0014
 MS0014.The orthometric height was determined by differential leveling and
 MS0014.adjusted by the NATIONAL GEODETIC SURVEY
 MS0014.in June 1991.
 MS0014
 MS0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0014.GEOID18 height accuracy estimate available here.
 MS0014
 MS0014.Click photographs - Photos may exist for this station.
 MS0014
 MS0014.The dynamic height is computed by dividing the NAVD 88
 MS0014.geopotential number by the normal gravity value computed on the
 MS0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0014.degrees latitude (g = 980.6199 gals.).
 MS0014
 MS0014.The modeled gravity was interpolated from observed gravity values.
 MS0014
 MS0014.The observed gravity was obtained from relative gravimeter ties
 MS0014.to the IGSN71 gravity network.
 MS0014
 MS0014;                    North         East    Units  Estimated Accuracy
 MS0014;SPC UT N     - 1,163,650.      452,660.      MT  (+/- 180 meters Scaled)
 MS0014
 MS0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM111287(NAD 83)
 MS0014
 MS0014                          SUPERSEDED SURVEY CONTROL
 MS0014
 MS0014  NGVD 29 (??/??/92) 1361.57   (m)         4467.1    (f) COMPUTED    1 1
 MS0014
 MS0014.Superseded values are not recommended for survey control.
 MS0014
 MS0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0014.See file dsdata.pdf to determine how the superseded data were derived.
 MS0014
 MS0014_MARKER: DB = BENCH MARK DISK
 MS0014_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0014_SP_SET: CULVERT WINGWALL
 MS0014_STAMPING: N 331 1937
 MS0014_MARK LOGO: CGS
 MS0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0014+STABILITY: SURFACE MOTION
 MS0014
 MS0014  HISTORY     - Date     Condition        Report By
 MS0014  HISTORY     - 1937     MONUMENTED       CGS
 MS0014  HISTORY     - 1967     GOOD             CGS
 MS0014
 MS0014                          STATION DESCRIPTION
 MS0014
 MS0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0014'6.15 MI SW FROM CACHE JUNCTION.
 MS0014'6.15 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MS0014'AT CACHE JUNCTION, 1/2 POLE SOUTH OF MILEPOLE 42.75, IN THE TOP AND
 MS0014'1.0 FOOT SOUTHWEST OF THE NORTHEAST END OF THE NORTHEAST CONCRETE WING
 MS0014'WALL OF CULVERT 42.72, 22.0 FEET EAST OF THE EAST RAIL, AND ABOUT 11
 MS0014'FEET LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0049 ***********************************************************************
 LP0049  DESIGNATION -  N 332
 LP0049  PID         -  LP0049
 LP0049  STATE/COUNTY-  UT/UTAH
 LP0049  COUNTRY     -  US
 LP0049  USGS QUAD   -  CEDAR FORT (2017)
 LP0049
 LP0049                         *CURRENT SURVEY CONTROL
 LP0049  ______________________________________________________________________
 LP0049* NAD 83(1986) POSITION- 40 19 39.     (N) 112 03 24.     (W)   SCALED
 LP0049* NAVD 88 ORTHO HEIGHT -  1501.361 (meters)     4925.72  (feet) ADJUSTED
 LP0049  ______________________________________________________________________
 LP0049  GEOID HEIGHT    -        -17.297 (meters)                     GEOID18
 LP0049  DYNAMIC HEIGHT  -       1500.070 (meters)     4921.48  (feet) COMP
 LP0049  MODELED GRAVITY -    979,713.2   (mgal)                       NAVD 88
 LP0049
 LP0049  VERT ORDER      -  SECOND    CLASS 0
 LP0049
 LP0049.The horizontal coordinates were scaled from a map and have
 LP0049.an estimated accuracy of +/- 6 seconds.
 LP0049
 LP0049.The orthometric height was determined by differential leveling and
 LP0049.adjusted by the NATIONAL GEODETIC SURVEY
 LP0049.in June 1991.
 LP0049
 LP0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0049.GEOID18 height accuracy estimate available here.
 LP0049
 LP0049.Click photographs - Photos may exist for this station.
 LP0049
 LP0049.The dynamic height is computed by dividing the NAVD 88
 LP0049.geopotential number by the normal gravity value computed on the
 LP0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0049.degrees latitude (g = 980.6199 gals.).
 LP0049
 LP0049.The modeled gravity was interpolated from observed gravity values.
 LP0049
 LP0049;                    North         East    Units  Estimated Accuracy
 LP0049;SPC UT C     - 2,221,540.      452,700.      MT  (+/- 180 meters Scaled)
 LP0049
 LP0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK102646(NAD 83)
 LP0049
 LP0049                          SUPERSEDED SURVEY CONTROL
 LP0049
 LP0049  NGVD 29 (??/??/92) 1500.315  (m)         4922.28   (f) ADJ UNCH    2 0
 LP0049
 LP0049.Superseded values are not recommended for survey control.
 LP0049
 LP0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0049.See file dsdata.pdf to determine how the superseded data were derived.
 LP0049
 LP0049_MARKER: DB = BENCH MARK DISK
 LP0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0049_STAMPING: N 332 1945
 LP0049_MARK LOGO: CGS
 LP0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0049+STABILITY: SURFACE MOTION
 LP0049
 LP0049  HISTORY     - Date     Condition        Report By
 LP0049  HISTORY     - 1945     MONUMENTED       CGS
 LP0049  HISTORY     - 19890213 MARK NOT FOUND   USGS
 LP0049
 LP0049                          STATION DESCRIPTION
 LP0049
 LP0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LP0049'15.5 MI NE FROM TOPLIFF.
 LP0049'15.5 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD, FROM THE WATER
 LP0049'TANK AT TOPLIFF, ABOUT 1.0 MILE SOUTHWEST OF THE FAIRFIELD INT. FIELD,
 LP0049'ABOUT 0.1 MILE SOUTH OF A TELEPHONE LINE THAT CROSSES OVER THE TRACK,
 LP0049'68 FEET NORTHWEST OF THE NORTHWEST RAIL OF TRACK, ABOUT 2 FEET BELOW
 LP0049'TRACK LEVEL, 1.4 FEET SOUTHEAST OF REFERENCE POST.  BRONZE BENCH MARK
 LP0049'DISK SET IN TOP OF A CONCRETE POST POURED IN THE FIELD AND PROJECTING
 LP0049'ABOUT 0.5 FOOT ABOVE THE GROUND.
 LP0049
 LP0049                          STATION RECOVERY (1989)
 LP0049
 LP0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (JLD)
 LP0049'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0357 ***********************************************************************
 MS0357  DESIGNATION -  N 334
 MS0357  PID         -  MS0357
 MS0357  STATE/COUNTY-  UT/BOX ELDER
 MS0357  COUNTRY     -  US
 MS0357  USGS QUAD   -  PIGEON MOUNTAIN (2017)
 MS0357
 MS0357                         *CURRENT SURVEY CONTROL
 MS0357  ______________________________________________________________________
 MS0357* NAD 83(1986) POSITION- 41 22 10.     (N) 113 51 39.     (W)   SCALED
 MS0357* NAVD 88 ORTHO HEIGHT -  1357.968 (meters)     4455.27  (feet) ADJUSTED
 MS0357  ______________________________________________________________________
 MS0357  GEOID HEIGHT    -        -16.753 (meters)                     GEOID18
 MS0357  DYNAMIC HEIGHT  -       1357.004 (meters)     4452.10  (feet) COMP
 MS0357  MODELED GRAVITY -    979,866.2   (mgal)                       NAVD 88
 MS0357
 MS0357  VERT ORDER      -  FIRST     CLASS II
 MS0357
 MS0357.The horizontal coordinates were scaled from a map and have
 MS0357.an estimated accuracy of +/- 6 seconds.
 MS0357
 MS0357.The orthometric height was determined by differential leveling and
 MS0357.adjusted by the NATIONAL GEODETIC SURVEY
 MS0357.in June 1991.
 MS0357
 MS0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0357.GEOID18 height accuracy estimate available here.
 MS0357
 MS0357.Click photographs - Photos may exist for this station.
 MS0357
 MS0357.The dynamic height is computed by dividing the NAVD 88
 MS0357.geopotential number by the normal gravity value computed on the
 MS0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0357.degrees latitude (g = 980.6199 gals.).
 MS0357
 MS0357.The modeled gravity was interpolated from observed gravity values.
 MS0357
 MS0357;                    North         East    Units  Estimated Accuracy
 MS0357;SPC UT N     - 1,117,740.      302,520.      MT  (+/- 180 meters Scaled)
 MS0357
 MS0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL607837(NAD 83)
 MS0357
 MS0357                          SUPERSEDED SURVEY CONTROL
 MS0357
 MS0357  NGVD 29 (??/??/92) 1356.948  (m)         4451.92   (f) ADJ UNCH    1 2
 MS0357
 MS0357.Superseded values are not recommended for survey control.
 MS0357
 MS0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0357.See file dsdata.pdf to determine how the superseded data were derived.
 MS0357
 MS0357_MARKER: DB = BENCH MARK DISK
 MS0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0357_STAMPING: N 334 1945
 MS0357_MARK LOGO: CGS
 MS0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0357+STABILITY: SURFACE MOTION
 MS0357
 MS0357  HISTORY     - Date     Condition        Report By
 MS0357  HISTORY     - 1945     MONUMENTED       CGS
 MS0357  HISTORY     - 1953     GOOD             CGS
 MS0357
 MS0357                          STATION DESCRIPTION
 MS0357
 MS0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0357'2.9 MI NE FROM LUCIN.
 MS0357'2.9 MILES NORTHEAST ALONG GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0357'PACIFIC COMPANY RAILROAD BED FROM THE POST OFFICE AT LUCIN, AT THE
 MS0357'INTERSECTION OF A GRAVELED ROAD LEADING TO LUCIN INTERMEDIATE FIELD,
 MS0357'81 1/2 FEET SOUTHEAST OF AND ACROSS THE OLD RAILROAD BED FROM MILEPOLE
 MS0357'682, 236 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE AIRPORT ROAD, 35
 MS0357'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD ON THE OLD RAILROAD BED,
 MS0357'1.7 FEET NORTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 MS0357'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 MS0357'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0494 ***********************************************************************
 MR0494  DESIGNATION -  N 338
 MR0494  PID         -  MR0494
 MR0494  STATE/COUNTY-  UT/CACHE
 MR0494  COUNTRY     -  US
 MR0494  USGS QUAD   -  NEWTON (2017)
 MR0494
 MR0494                         *CURRENT SURVEY CONTROL
 MR0494  ______________________________________________________________________
 MR0494* NAD 83(1986) POSITION- 41 51 31.     (N) 111 57 05.     (W)   SCALED
 MR0494* NAVD 88 ORTHO HEIGHT -  1356.111 (meters)     4449.17  (feet) ADJUSTED
 MR0494  ______________________________________________________________________
 MR0494  GEOID HEIGHT    -        -15.333 (meters)                     GEOID18
 MR0494  DYNAMIC HEIGHT  -       1355.158 (meters)     4446.05  (feet) COMP
 MR0494  MODELED GRAVITY -    979,873.1   (mgal)                       NAVD 88
 MR0494
 MR0494  VERT ORDER      -  FIRST     CLASS I
 MR0494
 MR0494.The horizontal coordinates were scaled from a map and have
 MR0494.an estimated accuracy of +/- 6 seconds.
 MR0494
 MR0494.The orthometric height was determined by differential leveling and
 MR0494.adjusted by the NATIONAL GEODETIC SURVEY
 MR0494.in June 1991.
 MR0494
 MR0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0494.GEOID18 height accuracy estimate available here.
 MR0494
 MR0494.Click photographs - Photos may exist for this station.
 MR0494
 MR0494.The dynamic height is computed by dividing the NAVD 88
 MR0494.geopotential number by the normal gravity value computed on the
 MR0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0494.degrees latitude (g = 980.6199 gals.).
 MR0494
 MR0494.The modeled gravity was interpolated from observed gravity values.
 MR0494
 MR0494;                    North         East    Units  Estimated Accuracy
 MR0494;SPC UT N     - 1,169,490.      462,520.      MT  (+/- 180 meters Scaled)
 MR0494
 MR0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM210345(NAD 83)
 MR0494
 MR0494                          SUPERSEDED SURVEY CONTROL
 MR0494
 MR0494  NGVD 29 (??/??/92) 1355.066  (m)         4445.75   (f) ADJ UNCH    1 1
 MR0494
 MR0494.Superseded values are not recommended for survey control.
 MR0494
 MR0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0494.See file dsdata.pdf to determine how the superseded data were derived.
 MR0494
 MR0494_MARKER: DB = BENCH MARK DISK
 MR0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0494_STAMPING: N 338 1951
 MR0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0494+STABILITY: SURFACE MOTION
 MR0494
 MR0494  HISTORY     - Date     Condition        Report By
 MR0494  HISTORY     - 1951     MONUMENTED       CGS
 MR0494  HISTORY     - 1967     GOOD             CGS
 MR0494
 MR0494                          STATION DESCRIPTION
 MR0494
 MR0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0494'4.15 MI S FROM TRENTON.
 MR0494'4.15 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 MR0494'STATE HIGHWAY 170 AT TRENTON, 3.75 MILES NORTHEAST OF CACHE JUNCTION,
 MR0494'AT THE CROSSING OF A COUNTY ASPHALT ROAD, 2 1/2 POLES NORTHEAST AND
 MR0494'ACROSS THE TRACK FROM MILEPOLE 52.5, 65.6 FEET SOUTHEAST OF THE
 MR0494'SOUTHEAST RAIL, 96 1/2 FEET NORTHEAST OF THE CENTER OF THE ROAD
 MR0494'CROSSING, 13 1/2 FEET NORTHWEST OF THE CENTER LINE OF A GRAVELED ROAD,
 MR0494'3 FEET NORTHWEST OF A FENCE CORNER, 1.0 FOOT SOUTHWEST OF A FENCE, 1.5
 MR0494'FEET NORTHWEST OF A WITNESS POST, ABOUT 4 1/2 FEET LOWER THAN THE
 MR0494'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 MR0494'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0353 ***********************************************************************
 JO0353  DESIGNATION -  N 34
 JO0353  PID         -  JO0353
 JO0353  STATE/COUNTY-  UT/MILLARD
 JO0353  COUNTRY     -  US
 JO0353  USGS QUAD   -  CEDAR PASS (2017)
 JO0353
 JO0353                         *CURRENT SURVEY CONTROL
 JO0353  ______________________________________________________________________
 JO0353* NAD 83(1986) POSITION- 38 51 02.     (N) 113 59 41.     (W)   SCALED
 JO0353* NAVD 88 ORTHO HEIGHT -  1647.097 (meters)     5403.85  (feet) ADJUSTED
 JO0353  ______________________________________________________________________
 JO0353  GEOID HEIGHT    -        -20.713 (meters)                     GEOID18
 JO0353  DYNAMIC HEIGHT  -       1645.408 (meters)     5398.31  (feet) COMP
 JO0353  MODELED GRAVITY -    979,544.5   (mgal)                       NAVD 88
 JO0353
 JO0353  VERT ORDER      -  FIRST     CLASS II
 JO0353
 JO0353.The horizontal coordinates were scaled from a map and have
 JO0353.an estimated accuracy of +/- 6 seconds.
 JO0353
 JO0353.The orthometric height was determined by differential leveling and
 JO0353.adjusted by the NATIONAL GEODETIC SURVEY
 JO0353.in June 1991.
 JO0353
 JO0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0353.GEOID18 height accuracy estimate available here.
 JO0353
 JO0353.Click photographs - Photos may exist for this station.
 JO0353
 JO0353.The dynamic height is computed by dividing the NAVD 88
 JO0353.geopotential number by the normal gravity value computed on the
 JO0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0353.degrees latitude (g = 980.6199 gals.).
 JO0353
 JO0353.The modeled gravity was interpolated from observed gravity values.
 JO0353
 JO0353;                    North         East    Units  Estimated Accuracy
 JO0353;SPC UT C     - 2,060,440.      283,460.      MT  (+/- 180 meters Scaled)
 JO0353
 JO0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ401044(NAD 83)
 JO0353
 JO0353                          SUPERSEDED SURVEY CONTROL
 JO0353
 JO0353  NGVD 29 (??/??/92) 1645.952  (m)         5400.09   (f) ADJ UNCH    1 2
 JO0353
 JO0353.Superseded values are not recommended for survey control.
 JO0353
 JO0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0353.See file dsdata.pdf to determine how the superseded data were derived.
 JO0353
 JO0353_MARKER: DB = BENCH MARK DISK
 JO0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0353_STAMPING: N 34 1934
 JO0353_MARK LOGO: CGS
 JO0353_PROJECTION: PROJECTING 12 CENTIMETERS
 JO0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0353+STABILITY: SURFACE MOTION
 JO0353
 JO0353  HISTORY     - Date     Condition        Report By
 JO0353  HISTORY     - 1934     MONUMENTED       CGS
 JO0353  HISTORY     - 1971     GOOD             USGS
 JO0353  HISTORY     - 1984     GOOD             NGS
 JO0353
 JO0353                          STATION DESCRIPTION
 JO0353
 JO0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0353'6.6 MI SE FROM GARRISON.
 JO0353'6.6 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 JO0353'GARRISON, MILLARD COUNTY, 407 FEET NORTH OF A HIGHWAY CURVE AROUND A
 JO0353'SMALL ROUND HILL, AND 45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY. A
 JO0353'STANDARD DISK, STAMPED N 34 1934 AND SET IN THE TOP OF A CONCRETE
 JO0353'POST.
 JO0353
 JO0353                          STATION RECOVERY (1971)
 JO0353
 JO0353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JO0353'RECOVERED IN GOOD CONDITION.
 JO0353
 JO0353                          STATION RECOVERY (1984)
 JO0353
 JO0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0353'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.2 KM
 JO0353'(6.35 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0353'OFFICE AT GARRISON, 0.4 KM (0.25 MI) NORTHWEST OF MILEPOST 8,
 JO0353'54.8 METERS (180 FT) WEST OF THE HIGHWAY CENTERLINE, 13.7 METERS
 JO0353'(45 FT) EAST OF THE CENTER OF THE OLD HIGHWAY BED, 11.1 METERS
 JO0353'(36.5 FT) NORTH OF THE CENTER OF A SMALL DRY WASH.
 JO0353'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 JO0353'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0244 ***********************************************************************
 KO0244  DESIGNATION -  N 35
 KO0244  PID         -  KO0244
 KO0244  STATE/COUNTY-  UT/MILLARD
 KO0244  COUNTRY     -  US
 KO0244  USGS QUAD   -  DELTA (2017)
 KO0244
 KO0244                         *CURRENT SURVEY CONTROL
 KO0244  ______________________________________________________________________
 KO0244* NAD 83(1986) POSITION- 39 19 50.     (N) 112 37 20.     (W)   SCALED
 KO0244* NAVD 88 ORTHO HEIGHT -  1402.336 (meters)     4600.83  (feet) ADJUSTED
 KO0244  ______________________________________________________________________
 KO0244  GEOID HEIGHT    -        -19.677 (meters)                     GEOID18
 KO0244  DYNAMIC HEIGHT  -       1401.024 (meters)     4596.53  (feet) COMP
 KO0244  MODELED GRAVITY -    979,643.0   (mgal)                       NAVD 88
 KO0244
 KO0244  VERT ORDER      -  SECOND    CLASS 0
 KO0244
 KO0244.The horizontal coordinates were scaled from a map and have
 KO0244.an estimated accuracy of +/- 6 seconds.
 KO0244
 KO0244.The orthometric height was determined by differential leveling and
 KO0244.adjusted by the NATIONAL GEODETIC SURVEY
 KO0244.in June 1991.
 KO0244
 KO0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0244.GEOID18 height accuracy estimate available here.
 KO0244
 KO0244.Click photographs - Photos may exist for this station.
 KO0244
 KO0244.The dynamic height is computed by dividing the NAVD 88
 KO0244.geopotential number by the normal gravity value computed on the
 KO0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0244.degrees latitude (g = 980.6199 gals.).
 KO0244
 KO0244.The modeled gravity was interpolated from observed gravity values.
 KO0244
 KO0244;                    North         East    Units  Estimated Accuracy
 KO0244;SPC UT C     - 2,111,320.      403,250.      MT  (+/- 180 meters Scaled)
 KO0244
 KO0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ601547(NAD 83)
 KO0244
 KO0244                          SUPERSEDED SURVEY CONTROL
 KO0244
 KO0244  NGVD 29 (??/??/92) 1401.215  (m)         4597.15   (f) ADJ UNCH    2 0
 KO0244
 KO0244.Superseded values are not recommended for survey control.
 KO0244
 KO0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0244.See file dsdata.pdf to determine how the superseded data were derived.
 KO0244
 KO0244_MARKER: DB = BENCH MARK DISK
 KO0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0244_STAMPING: N 35 1934
 KO0244_MARK LOGO: CGS
 KO0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0244+STABILITY: SURFACE MOTION
 KO0244
 KO0244  HISTORY     - Date     Condition        Report By
 KO0244  HISTORY     - 1934     MONUMENTED       CGS
 KO0244  HISTORY     - 1961     GOOD             USGS
 KO0244  HISTORY     - 19940603 MARK NOT FOUND   NGS
 KO0244
 KO0244                          STATION DESCRIPTION
 KO0244
 KO0244'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 KO0244'3.0 MI S FROM DELTA.
 KO0244'DELTA, 3.0 MI. S. OF ALONG US HWY 6 AND 50.  NEAR BRIDGE OF SEVIER
 KO0244'RIVER.  100 FT. NW OF NW. COR. OF BRIDGE.  95 FT. N. OF CENTER LINE OF
 KO0244'HIGHWAY AND 13.5 FT. N. OF A FENCE LINE.  STANDARD DISK SET IN
 KO0244'CONCRETE POST, STAMPED N 35 1934.
 KO0244
 KO0244                          STATION RECOVERY (1994)
 KO0244
 KO0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DW)
 KO0244'THIS IS GRAVITY BASE STATION 'DELTA'.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0289 ***********************************************************************
 HO0289  DESIGNATION -  N 359
 HO0289  PID         -  HO0289
 HO0289  STATE/COUNTY-  UT/WASHINGTON
 HO0289  COUNTRY     -  US
 HO0289  USGS QUAD   -  SAINT GEORGE (2017)
 HO0289
 HO0289                         *CURRENT SURVEY CONTROL
 HO0289  ______________________________________________________________________
 HO0289* NAD 83(1986) POSITION- 37 01 54.     (N) 113 36 09.     (W)   SCALED
 HO0289* NAVD 88 ORTHO HEIGHT -   794.433 (meters)     2606.40  (feet) POSTED
 HO0289  ______________________________________________________________________
 HO0289  GEOID HEIGHT    -        -24.684 (meters)                     GEOID18
 HO0289  DYNAMIC HEIGHT  -        793.63  (meters)     2603.8   (feet) COMP
 HO0289  MODELED GRAVITY -    979,596.4   (mgal)                       NAVD 88
 HO0289
 HO0289  VERT ORDER      -  * POSTED, SEE BELOW
 HO0289
 HO0289.The horizontal coordinates were scaled from a map and have
 HO0289.an estimated accuracy of +/- 6 seconds.
 HO0289
 HO0289.The orthometric height was determined by differential leveling
 HO0289.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0289
 HO0289.* This is a POSTED BENCH MARK height.
 HO0289
 HO0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0289.GEOID18 height accuracy estimate available here.
 HO0289
 HO0289.Click photographs - Photos may exist for this station.
 HO0289
 HO0289.The dynamic height is computed by dividing the NAVD 88
 HO0289.geopotential number by the normal gravity value computed on the
 HO0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0289.degrees latitude (g = 980.6199 gals.).
 HO0289
 HO0289.The modeled gravity was interpolated from observed gravity values.
 HO0289
 HO0289;                    North         East    Units  Estimated Accuracy
 HO0289;SPC UT S     - 3,042,610.      312,940.      MT  (+/- 180 meters Scaled)
 HO0289
 HO0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG685015(NAD 83)
 HO0289
 HO0289                          SUPERSEDED SURVEY CONTROL
 HO0289
 HO0289  NGVD 29 (??/??/92)  793.611  (m)         2603.71   (f) ADJ UNCH    2 0
 HO0289
 HO0289.Superseded values are not recommended for survey control.
 HO0289
 HO0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0289.See file dsdata.pdf to determine how the superseded data were derived.
 HO0289
 HO0289_MARKER: DB = BENCH MARK DISK
 HO0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0289_STAMPING: N 359 1960
 HO0289_MARK LOGO: CGS
 HO0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0289+STABILITY: SURFACE MOTION
 HO0289
 HO0289  HISTORY     - Date     Condition        Report By
 HO0289  HISTORY     - 1960     MONUMENTED       CGS
 HO0289  HISTORY     - 1979     MARK NOT FOUND   USGS
 HO0289
 HO0289                          STATION DESCRIPTION
 HO0289
 HO0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HO0289'9.8 MI S FROM ST GEORGE.
 HO0289'0.8 MILES EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ON TABERNACLE
 HO0289'STREET, THENCE 3.5 MILES SOUTHEAST ON A BLACKTOP ROAD TO A Y-FORK,
 HO0289'THENCE 1.5 MILES SOUTH AND WEST ON A GRAVEL AND A BLACKTOP ROAD TO A
 HO0289'Y-FORK, THENCE 4.0 MILES WEST AND SOUTH ON A GRAVEL ROAD TO THE MARK
 HO0289'AT THE TOP OF A SMALL HILL, 80 FEET WEST OF THE CENTER OF THE ROAD,
 HO0289'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH WITH THE
 HO0289'SURFACE OF THE GROUND.
 HO0289
 HO0289                          STATION RECOVERY (1979)
 HO0289
 HO0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HO0289'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0143 ***********************************************************************
 JN0143  DESIGNATION -  N 36
 JN0143  PID         -  JN0143
 JN0143  STATE/COUNTY-  UT/SEVIER
 JN0143  COUNTRY     -  US
 JN0143  USGS QUAD   -  JOHNS PEAK (2017)
 JN0143
 JN0143                         *CURRENT SURVEY CONTROL
 JN0143  ______________________________________________________________________
 JN0143* NAD 83(1986) POSITION- 38 37 30.     (N) 111 27 04.     (W)   SCALED
 JN0143* NAVD 88 ORTHO HEIGHT -  2430.464 (meters)     7973.95  (feet) ADJUSTED
 JN0143  ______________________________________________________________________
 JN0143  GEOID HEIGHT    -        -17.621 (meters)                     GEOID18
 JN0143  DYNAMIC HEIGHT  -       2427.557 (meters)     7964.41  (feet) COMP
 JN0143  MODELED GRAVITY -    979,343.7   (mgal)                       NAVD 88
 JN0143
 JN0143  VERT ORDER      -  SECOND    CLASS 0
 JN0143
 JN0143.The horizontal coordinates were scaled from a map and have
 JN0143.an estimated accuracy of +/- 6 seconds.
 JN0143
 JN0143.The orthometric height was determined by differential leveling and
 JN0143.adjusted by the NATIONAL GEODETIC SURVEY
 JN0143.in June 1991.
 JN0143
 JN0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0143.GEOID18 height accuracy estimate available here.
 JN0143
 JN0143.Click photographs - Photos may exist for this station.
 JN0143
 JN0143.The dynamic height is computed by dividing the NAVD 88
 JN0143.geopotential number by the normal gravity value computed on the
 JN0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0143.degrees latitude (g = 980.6199 gals.).
 JN0143
 JN0143.The modeled gravity was interpolated from observed gravity values.
 JN0143
 JN0143;                    North         East    Units  Estimated Accuracy
 JN0143;SPC UT C     - 2,032,380.      504,260.      MT  (+/- 180 meters Scaled)
 JN0143
 JN0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH607752(NAD 83)
 JN0143
 JN0143                          SUPERSEDED SURVEY CONTROL
 JN0143
 JN0143  NGVD 29 (??/??/92) 2429.053  (m)         7969.32   (f) ADJ UNCH    2 0
 JN0143
 JN0143.Superseded values are not recommended for survey control.
 JN0143
 JN0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0143.See file dsdata.pdf to determine how the superseded data were derived.
 JN0143
 JN0143_MARKER: DB = BENCH MARK DISK
 JN0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0143_STAMPING: N 36 1934
 JN0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0143+STABILITY: SURFACE MOTION
 JN0143
 JN0143  HISTORY     - Date     Condition        Report By
 JN0143  HISTORY     - 1934     MONUMENTED       CGS
 JN0143  HISTORY     - 1968     MARK NOT FOUND   USGS
 JN0143
 JN0143                          STATION DESCRIPTION
 JN0143
 JN0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0143'22.5 MI N FROM LOA.
 JN0143'IN SEVIER COUNTY, ABOUT 22.5 MILES NORTH ALONG STATE HIGHWAY 72 FROM
 JN0143'THE LOA MERCANTILE CO. AT LOA, WAYNE COUNTY, ABOUT 425 FEET SOUTH OF A
 JN0143'SHARP CURVE LEADING EAST, ABOUT 54 FEET SOUTHWEST OF THE SOUTH END OF
 JN0143'A 15-FOOT WOODEN BRIDGE OVER A DRY WASH, AND 39 FEET WEST OF THE
 JN0143'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED N 36 1934 AND
 JN0143'SET IN THE TOP OF A CONCRETE POST.
 JN0143
 JN0143                          STATION RECOVERY (1968)
 JN0143
 JN0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JN0143'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0346 ***********************************************************************
 HO0346  DESIGNATION -  N 364
 HO0346  PID         -  HO0346
 HO0346  STATE/COUNTY-  UT/WASHINGTON
 HO0346  COUNTRY     -  US
 HO0346  USGS QUAD   -  HARRISBURG JUNCTION (2017)
 HO0346
 HO0346                         *CURRENT SURVEY CONTROL
 HO0346  ______________________________________________________________________
 HO0346* NAD 83(1986) POSITION- 37 09 44.     (N) 113 23 43.     (W)   SCALED
 HO0346* NAVD 88 ORTHO HEIGHT -   847.091 (meters)     2779.16  (feet) ADJUSTED
 HO0346  ______________________________________________________________________
 HO0346  GEOID HEIGHT    -        -24.038 (meters)                     GEOID18
 HO0346  DYNAMIC HEIGHT  -        846.229 (meters)     2776.34  (feet) COMP
 HO0346  MODELED GRAVITY -    979,586.4   (mgal)                       NAVD 88
 HO0346
 HO0346  VERT ORDER      -  FIRST     CLASS II
 HO0346
 HO0346.The horizontal coordinates were scaled from a map and have
 HO0346.an estimated accuracy of +/- 6 seconds.
 HO0346
 HO0346.The orthometric height was determined by differential leveling and
 HO0346.adjusted by the NATIONAL GEODETIC SURVEY
 HO0346.in June 1991.
 HO0346
 HO0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0346.GEOID18 height accuracy estimate available here.
 HO0346
 HO0346.Click photographs - Photos may exist for this station.
 HO0346
 HO0346.The dynamic height is computed by dividing the NAVD 88
 HO0346.geopotential number by the normal gravity value computed on the
 HO0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0346.degrees latitude (g = 980.6199 gals.).
 HO0346
 HO0346.The modeled gravity was interpolated from observed gravity values.
 HO0346
 HO0346;                    North         East    Units  Estimated Accuracy
 HO0346;SPC UT S     - 3,056,700.      331,670.      MT  (+/- 180 meters Scaled)
 HO0346
 HO0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG873155(NAD 83)
 HO0346
 HO0346                          SUPERSEDED SURVEY CONTROL
 HO0346
 HO0346.No superseded survey control is available for this station.
 HO0346
 HO0346_MARKER: DB = BENCH MARK DISK
 HO0346_SETTING: 66 = SET IN ROCK OUTCROP
 HO0346_STAMPING: N 364 1982
 HO0346_MARK LOGO: NGS
 HO0346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0346+STABILITY: POSITION/ELEVATION WELL
 HO0346
 HO0346  HISTORY     - Date     Condition        Report By
 HO0346  HISTORY     - 1982     MONUMENTED       NGS
 HO0346  HISTORY     - 20090416 MARK NOT FOUND   INDIV
 HO0346
 HO0346                          STATION DESCRIPTION
 HO0346
 HO0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0346'9.8 KM (6.1 MI) WEST FROM HURRICANE.
 HO0346'9.85 KM (6.15 MI) WEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 HO0346'STATE HIGHWAY 59 IN HURRICANE, IN THE TOP CENTER OF A FLAT TOP ROCK
 HO0346'SHELF IN THE BEDROCK CUT AT THE SOUTHEAST END OF THE BRIDGE OVER THE
 HO0346'VIRGIN RIVER, 0.75 KM (0.45 MI) SOUTHEAST OF MILEPOST 3, 5.5 METERS
 HO0346'(18 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 4.9 METERS (16 FT)
 HO0346'SOUTHEAST OF THE SOUTHEAST END OF THE SOUTHWEST BRIDGE GUARD RAIL.
 HO0346'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 HO0346'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 HO0346
 HO0346                          STATION RECOVERY (2009)
 HO0346
 HO0346'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 HO0346'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0371 ***********************************************************************
 HO0371  DESIGNATION -  N 365
 HO0371  PID         -  HO0371
 HO0371  STATE/COUNTY-  UT/WASHINGTON
 HO0371  COUNTRY     -  US
 HO0371  USGS QUAD   -  SHIVWITS (2017)
 HO0371
 HO0371                         *CURRENT SURVEY CONTROL
 HO0371  ______________________________________________________________________
 HO0371* NAD 83(1986) POSITION- 37 09 29.2    (N) 113 47 24.6    (W)   HD_HELD2
 HO0371* NAVD 88 ORTHO HEIGHT -  1147.291 (meters)     3764.07  (feet) ADJUSTED
 HO0371  ______________________________________________________________________
 HO0371  GEOID HEIGHT    -        -24.483 (meters)                     GEOID18
 HO0371  DYNAMIC HEIGHT  -       1146.089 (meters)     3760.13  (feet) COMP
 HO0371  MODELED GRAVITY -    979,543.5   (mgal)                       NAVD 88
 HO0371
 HO0371  VERT ORDER      -  FIRST     CLASS II
 HO0371
 HO0371.The horizontal coordinates were established by autonomous hand held GPS
 HO0371.observations and have an estimated accuracy of +/- 10 meters.
 HO0371
 HO0371.The orthometric height was determined by differential leveling and
 HO0371.adjusted by the NATIONAL GEODETIC SURVEY
 HO0371.in June 1991.
 HO0371
 HO0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0371.GEOID18 height accuracy estimate available here.
 HO0371
 HO0371.Click photographs - Photos may exist for this station.
 HO0371
 HO0371.The dynamic height is computed by dividing the NAVD 88
 HO0371.geopotential number by the normal gravity value computed on the
 HO0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0371.degrees latitude (g = 980.6199 gals.).
 HO0371
 HO0371.The modeled gravity was interpolated from observed gravity values.
 HO0371
 HO0371;                    North         East    Units  Estimated Accuracy
 HO0371;SPC UT S     - 3,057,033.      296,589.      MT  (+/- 10 meters HH2 GPS)
 HO0371
 HO0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG5223016058(NAD 83)
 HO0371
 HO0371                          SUPERSEDED SURVEY CONTROL
 HO0371
 HO0371.No superseded survey control is available for this station.
 HO0371
 HO0371_MARKER: DV = VERTICAL CONTROL DISK
 HO0371_SETTING: 66 = SET IN ROCK OUTCROP
 HO0371_STAMPING: N 365 1982
 HO0371_MARK LOGO: NGS
 HO0371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0371+STABILITY: POSITION/ELEVATION WELL
 HO0371
 HO0371  HISTORY     - Date     Condition        Report By
 HO0371  HISTORY     - 1982     MONUMENTED       NGS
 HO0371
 HO0371                          STATION DESCRIPTION
 HO0371
 HO0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0371'16.2 KM (10.1 MI) WEST FROM SANTA CLARA.
 HO0371'16.25 KM (10.1 MI) WEST ALONG OLD US HIGHWAY 91 FROM THE CHURCH OF
 HO0371'LATTER DAY SAINTS IN SANTA CLARA, IN TOP OF THE NORTHEAST EDGE OF A 6
 HO0371'BY 15 FOOT SANDSTONE OUTCROP ON THE TOP OF A LOW SHORT CUT, 0.8 KM
 HO0371'(0.5 MI) SOUTHWEST OF THE T JUNCTION OF A DIRT ROAD LEADING SOUTHEAST
 HO0371'TO WHITMORE CANYON, 0.25 KM (0.15 MI) NORTHWEST OF MILEPOST 14, 14.6
 HO0371'METERS (48 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 15.2 METERS (50
 HO0371'FT) SOUTH OF THE NORTHEAST END OF THE CUT, 1.0 METER (3.5 FT) EAST OF
 HO0371'THE BOTTOM EDGE OF THE RIDGE, 0.45 METER (1.5 FT) NORTHWEST OF THE
 HO0371'RIGHT OF WAY FENCE.
 HO0371'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 HO0371'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0410 ***********************************************************************
 HO0410  DESIGNATION -  N 366
 HO0410  PID         -  HO0410
 HO0410  STATE/COUNTY-  UT/WASHINGTON
 HO0410  COUNTRY     -  US
 HO0410  USGS QUAD   -  SPRINGDALE WEST (2017)
 HO0410
 HO0410                         *CURRENT SURVEY CONTROL
 HO0410  ______________________________________________________________________
 HO0410* NAD 83(2011) POSITION- 37 10 17.76005(N) 113 05 09.92983(W)   ADJUSTED
 HO0410* NAD 83(2011) ELLIP HT-  1112.798 (meters)        (06/27/12)   ADJUSTED
 HO0410* NAD 83(2011) EPOCH   -  2010.00
 HO0410* NAVD 88 ORTHO HEIGHT -  1135.672 (meters)     3725.95  (feet) ADJUSTED
 HO0410  ______________________________________________________________________
 HO0410  GEOID HEIGHT    -        -22.894 (meters)                     GEOID18
 HO0410  NAD 83(2011) X  - -1,995,622.544 (meters)                     COMP
 HO0410  NAD 83(2011) Y  - -4,681,820.491 (meters)                     COMP
 HO0410  NAD 83(2011) Z  -  3,833,257.579 (meters)                     COMP
 HO0410  LAPLACE CORR    -          4.58  (seconds)                    DEFLEC18
 HO0410  DYNAMIC HEIGHT  -       1134.458 (meters)     3721.97  (feet) COMP
 HO0410  MODELED GRAVITY -    979,523.1   (mgal)                       NAVD 88
 HO0410
 HO0410  VERT ORDER      -  FIRST     CLASS II
 HO0410
 HO0410  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HO0410  Standards:
 HO0410         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HO0410            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HO0410  -------------------------------------------------------------------
 HO0410  NETWORK    0.85   2.06           0.38   0.30   1.05      0.16399247
 HO0410  -------------------------------------------------------------------
 HO0410  Click here for local accuracies and other accuracy information.
 HO0410
 HO0410.The horizontal coordinates were established by GPS observations
 HO0410.and adjusted by the National Geodetic Survey in June 2012.
 HO0410
 HO0410.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HO0410.been affixed to the stable North American tectonic plate. See 
 HO0410.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HO0410
 HO0410.The horizontal coordinates are valid at the epoch date displayed above
 HO0410.which is a decimal equivalence of Year/Month/Day.
 HO0410
 HO0410.The orthometric height was determined by differential leveling and
 HO0410.adjusted by the NATIONAL GEODETIC SURVEY
 HO0410.in June 1991.
 HO0410
 HO0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0410.GEOID18 height accuracy estimate available here.
 HO0410
 HO0410.Click photographs - Photos may exist for this station.
 HO0410
 HO0410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HO0410
 HO0410.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0410
 HO0410.The ellipsoidal height was determined by GPS observations
 HO0410.and is referenced to NAD 83.
 HO0410
 HO0410.The dynamic height is computed by dividing the NAVD 88
 HO0410.geopotential number by the normal gravity value computed on the
 HO0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0410.degrees latitude (g = 980.6199 gals.).
 HO0410
 HO0410.The modeled gravity was interpolated from observed gravity values.
 HO0410
 HO0410. The following values were computed from the NAD 83(2011) position.
 HO0410
 HO0410;                    North         East     Units Scale Factor Converg.
 HO0410;SPC UT S     - 3,057,233.880   359,142.855   MT  1.00000803   -0 58 18.4
 HO0410;SPC UT S     -10,030,274.82  1,178,287.85   sFT  1.00000803   -0 58 18.4
 HO0410;UTM  12      - 4,115,946.437   314,794.571   MT  1.00002256   -1 15 38.8
 HO0410
 HO0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0410!SPC UT S     -   0.99982540  x   1.00000803  =   0.99983343
 HO0410!UTM  12      -   0.99982540  x   1.00002256  =   0.99984796
 HO0410
 HO0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG1479415946(NAD 83)
 HO0410
 HO0410                          SUPERSEDED SURVEY CONTROL
 HO0410
 HO0410  NAD 83(2007)-  37 10 17.75944(N)    113 05 09.93004(W) AD(2002.00) A
 HO0410  ELLIP H (02/17/09) 1112.806  (m)                       GP(2007.00) 4 1
 HO0410  NAVD 88            1135.67   (m)         3725.9    (f) LEVELING    3  
 HO0410
 HO0410.Superseded values are not recommended for survey control.
 HO0410
 HO0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0410.See file dsdata.pdf to determine how the superseded data were derived.
 HO0410
 HO0410_MARKER: F = FLANGE-ENCASED ROD
 HO0410_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0410_STAMPING: N 366 1982
 HO0410_MARK LOGO: NGS
 HO0410_PROJECTION: FLUSH
 HO0410_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HO0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0410+SATELLITE: SATELLITE OBSERVATIONS - September , 2008
 HO0410_ROD/PIPE-DEPTH: 1.5 meters
 HO0410
 HO0410  HISTORY     - Date     Condition        Report By
 HO0410  HISTORY     - 1982     MONUMENTED       NGS
 HO0410  HISTORY     - 200809   GOOD             GEOANA
 HO0410
 HO0410                          STATION DESCRIPTION
 HO0410
 HO0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0410'4.5 KM (2.8 MI) WEST FROM ROCKVILLE.
 HO0410'4.55 KM (2.85 MI) WEST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF LATTER
 HO0410'DAY SAINTS IN ROCKVILLE, 0.32 KM (0.2 MI) WEST OF MILEPOST 25, 0.25 KM
 HO0410'(0.15 MI) WEST OF THE CROSSING OF COAL PITS WASH, IN THE NORTHWEST
 HO0410'CORNER OF THE T-JUNCTION OF A DIRT ROAD LEADING NORTH TO THE ZION
 HO0410'NATIONAL PARK SERVICE RIFLE RANGE, 15.1 METERS (49.5 FT) NORTH OF THE
 HO0410'HIGHWAY CENTERLINE, 14.6 METERS (48 FT) SOUTHWEST OF THE WEST 3-INCH
 HO0410'IRON PIPE GATE POST, 8.8 METERS (29 FT) WEST OF THE ROAD CENTER,
 HO0410'1.5 METERS (5 FT) WEST OF A FENCE CORNER POST, 0.45 METER (1.5 FT)
 HO0410'SOUTH OF THE RIGHT OF WAY FENCE.
 HO0410'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 HO0410'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 HO0410
 HO0410                          STATION RECOVERY (2008)
 HO0410
 HO0410'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 HO0410'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION
 HO0410'FOR LOCATING THE STATION NO LONG SUFFICES DUE TO A REALIGNMENT OF THE
 HO0410'HIGHWAY.  A NEW DESCRIPTION BY JAMES LAMBERT (MOHAVE COUNTY) FOLLOWS.
 HO0410'
 HO0410'TO REACH THE STATION FROM THE INTERSECTION OF UTAH STATE ROUTE 9 AND
 HO0410'UTAH STATE ROUTE 15 IN LAVERKIN, PROCEED EASTERLY ON STATE ROUTE 9 FOR
 HO0410'12.7 MI (20.4 KM) TO THE ZION NATIONAL PARK SERVICE RIFLE RANGE.  MARK
 HO0410'IS LOCATED AT THE TOP OF A ROAD CUT NORTH OF THE HIGHWAY,
 HO0410'APPROXIMATELY 45 FT (15 M) ABOVE THE ROAD ALONG THE RIGHT-OF-WAY FENCE
 HO0410'AND 0.13 MI (0.2 KM) WEST OF THE ENTRANCE ROAD TO THE RIFLE RANGE.
 HO0410'
 HO0410'NOTE--A DIMPLE WAS DRILLED INTO THE TOP OF THE ROD TO ACCEPT THE TIP
 HO0410'OF A FIXED HEIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0434 ***********************************************************************
 HO0434  DESIGNATION -  N 367
 HO0434  PID         -  HO0434
 HO0434  STATE/COUNTY-  UT/KANE
 HO0434  COUNTRY     -  US
 HO0434  USGS QUAD   -  MOUNT CARMEL (2017)
 HO0434
 HO0434                         *CURRENT SURVEY CONTROL
 HO0434  ______________________________________________________________________
 HO0434* NAD 83(1986) POSITION- 37 13 28.2    (N) 112 43 10.0    (W)   HD_HELD2
 HO0434* NAVD 88 ORTHO HEIGHT -  1720.095 (meters)     5643.35  (feet) ADJUSTED
 HO0434  ______________________________________________________________________
 HO0434  GEOID HEIGHT    -        -21.872 (meters)                     GEOID18
 HO0434  DYNAMIC HEIGHT  -       1718.087 (meters)     5636.76  (feet) COMP
 HO0434  MODELED GRAVITY -    979,402.3   (mgal)                       NAVD 88
 HO0434
 HO0434  VERT ORDER      -  FIRST     CLASS II
 HO0434
 HO0434.The horizontal coordinates were established by autonomous hand held GPS
 HO0434.observations and have an estimated accuracy of +/- 10 meters.
 HO0434
 HO0434.The orthometric height was determined by differential leveling and
 HO0434.adjusted by the NATIONAL GEODETIC SURVEY
 HO0434.in June 1991.
 HO0434
 HO0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0434.GEOID18 height accuracy estimate available here.
 HO0434
 HO0434.Click photographs - Photos may exist for this station.
 HO0434
 HO0434.The dynamic height is computed by dividing the NAVD 88
 HO0434.geopotential number by the normal gravity value computed on the
 HO0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0434.degrees latitude (g = 980.6199 gals.).
 HO0434
 HO0434.The modeled gravity was interpolated from observed gravity values.
 HO0434
 HO0434;                    North         East    Units  Estimated Accuracy
 HO0434;SPC UT S     - 3,062,616.      391,778.      MT  (+/- 10 meters HH2 GPS)
 HO0434
 HO0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG4745521162(NAD 83)
 HO0434
 HO0434                          SUPERSEDED SURVEY CONTROL
 HO0434
 HO0434.No superseded survey control is available for this station.
 HO0434
 HO0434_MARKER: I = METAL ROD
 HO0434_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0434_STAMPING: N 367 1983
 HO0434_MARK LOGO: NGS
 HO0434_PROJECTION: PROJECTING 3 CENTIMETERS
 HO0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0434_ROD/PIPE-DEPTH: 3.9 meters
 HO0434
 HO0434  HISTORY     - Date     Condition        Report By
 HO0434  HISTORY     - 1983     MONUMENTED       NGS
 HO0434
 HO0434                          STATION DESCRIPTION
 HO0434
 HO0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0434'36.5 KM (22.9 MI) EAST FROM SPRINGDALE.
 HO0434'36.55 KM (22.95 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF
 HO0434'LATTER DAY SAINTS IN SPRINGDALE, 4.1 KM (2.55 MI) NORTHWEST OF MT.
 HO0434'CARMEL JUNCTION, 0.25 KM (0.15 MI) SOUTHEAST OF MILEPOST 54, ON THE
 HO0434'NORTH CORNER OF THE T-JUNCTION OF A DIRT ROAD LEADING NORTHEAST,
 HO0434'31.1 METERS (102 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 30.8 METERS
 HO0434'(101 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE, 22.8 METERS (75 FT)
 HO0434'NORTHEAST OF THE NORTHEAST END OF A 36-INCH CORRUGATED METAL PIPE
 HO0434'CULVERT, 10.8 METERS (35.5 FT) NORTHWEST OF THE CENTER OF A DIRT ROAD.
 HO0434'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 HO0434'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0674 ***********************************************************************
 HN0674  DESIGNATION -  N 368
 HN0674  PID         -  HN0674
 HN0674  STATE/COUNTY-  UT/KANE
 HN0674  COUNTRY     -  US
 HN0674  USGS QUAD   -  BIG WATER (2017)
 HN0674
 HN0674                         *CURRENT SURVEY CONTROL
 HN0674  ______________________________________________________________________
 HN0674* NAD 83(1986) POSITION- 37 05 12.5    (N) 111 41 50.5    (W)   HD_HELD2
 HN0674* NAVD 88 ORTHO HEIGHT -  1325.400 (meters)     4348.42  (feet) ADJUSTED
 HN0674  ______________________________________________________________________
 HN0674  GEOID HEIGHT    -        -23.084 (meters)                     GEOID18
 HN0674  DYNAMIC HEIGHT  -       1323.876 (meters)     4343.42  (feet) COMP
 HN0674  MODELED GRAVITY -    979,436.1   (mgal)                       NAVD 88
 HN0674
 HN0674  VERT ORDER      -  FIRST     CLASS II
 HN0674
 HN0674.The horizontal coordinates were established by autonomous hand held GPS
 HN0674.observations and have an estimated accuracy of +/- 10 meters.
 HN0674
 HN0674.The orthometric height was determined by differential leveling and
 HN0674.adjusted by the NATIONAL GEODETIC SURVEY
 HN0674.in June 1991.
 HN0674
 HN0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0674.GEOID18 height accuracy estimate available here.
 HN0674
 HN0674.Click photographs - Photos may exist for this station.
 HN0674
 HN0674.The dynamic height is computed by dividing the NAVD 88
 HN0674.geopotential number by the normal gravity value computed on the
 HN0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0674.degrees latitude (g = 980.6199 gals.).
 HN0674
 HN0674.The modeled gravity was interpolated from observed gravity values.
 HN0674
 HN0674;                    North         East    Units  Estimated Accuracy
 HN0674;SPC UT S     - 3,046,647.      482,452.      MT  (+/- 10 meters HH2 GPS)
 HN0674
 HN0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG3802104729(NAD 83)
 HN0674
 HN0674                          SUPERSEDED SURVEY CONTROL
 HN0674
 HN0674.No superseded survey control is available for this station.
 HN0674
 HN0674_MARKER: DV = VERTICAL CONTROL DISK
 HN0674_SETTING: 66 = SET IN ROCK OUTCROP
 HN0674_STAMPING: N 368 1983
 HN0674_MARK LOGO: NGS
 HN0674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0674+STABILITY: POSITION/ELEVATION WELL
 HN0674
 HN0674  HISTORY     - Date     Condition        Report By
 HN0674  HISTORY     - 1983     MONUMENTED       NGS
 HN0674
 HN0674                          STATION DESCRIPTION
 HN0674
 HN0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HN0674'27.5 KM (17.2 MI) WEST FROM PAGE AZ.
 HN0674'27.5 KM (17.2 MI) WEST ALONG US HIGHWAY 89 FROM THE SOUTHWEST END OF
 HN0674'THE GLEN CANYON BRIDGE IN PAGE AZ, AT AN EASTBOUND REST AREA, IN TOP
 HN0674'OF THE BOTTOM AND WEST END OF A SLOPING SANDSTONE BEDROCK, 0.63 KM
 HN0674'(0.4 MI) WEST OF MILEPOST 9, 38.8 METERS (127.5 FT) SOUTH OF THE
 HN0674'HIGHWAY CENTERLINE, 12.0 METERS (39.5 FT) EAST OF THE WEST EDGE OF THE
 HN0674'OUTCROP, 0.15 METER (0.5 FT) BELOW THE SURFACE OF THE GROUND.
 HN0674'NOTE--REBURY BM AFTER USE TO INSURE ITS SECURITY.
 HN0674'THE MARK IS 0.9 METERS  W FROM A WITNESS POST.
 HN0674'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0409 ***********************************************************************
 JO0409  DESIGNATION -  N 369
 JO0409  PID         -  JO0409
 JO0409  STATE/COUNTY-  UT/IRON
 JO0409  COUNTRY     -  US
 JO0409  USGS QUAD   -  DRY WILLOW PEAK (2017)
 JO0409
 JO0409                         *CURRENT SURVEY CONTROL
 JO0409  ______________________________________________________________________
 JO0409* NAD 83(1986) POSITION- 38 02 10.     (N) 112 59 53.     (W)   SCALED
 JO0409* NAVD 88 ORTHO HEIGHT -  1923.549 (meters)     6310.84  (feet) ADJUSTED
 JO0409  ______________________________________________________________________
 JO0409  GEOID HEIGHT    -        -21.209 (meters)                     GEOID18
 JO0409  DYNAMIC HEIGHT  -       1921.342 (meters)     6303.60  (feet) COMP
 JO0409  MODELED GRAVITY -    979,413.3   (mgal)                       NAVD 88
 JO0409  OBS GRAVITY     -    979,414.6   (mgal)                       GRAV_OBS
 JO0409
 JO0409  VERT ORDER      -  FIRST     CLASS II
 JO0409
 JO0409.The horizontal coordinates were scaled from a map and have
 JO0409.an estimated accuracy of +/- 6 seconds.
 JO0409
 JO0409.The orthometric height was determined by differential leveling and
 JO0409.adjusted by the NATIONAL GEODETIC SURVEY
 JO0409.in June 1991.
 JO0409
 JO0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0409.GEOID18 height accuracy estimate available here.
 JO0409
 JO0409.Click photographs - Photos may exist for this station.
 JO0409
 JO0409.The dynamic height is computed by dividing the NAVD 88
 JO0409.geopotential number by the normal gravity value computed on the
 JO0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0409.degrees latitude (g = 980.6199 gals.).
 JO0409
 JO0409.The modeled gravity was interpolated from observed gravity values.
 JO0409
 JO0409.The observed gravity was obtained from relative gravimeter ties
 JO0409.to the IGSN71 gravity network.
 JO0409
 JO0409;                    North         East    Units  Estimated Accuracy
 JO0409;SPC UT S     - 3,153,040.      368,500.      MT  (+/- 180 meters Scaled)
 JO0409
 JO0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH246117(NAD 83)
 JO0409
 JO0409                          SUPERSEDED SURVEY CONTROL
 JO0409
 JO0409.No superseded survey control is available for this station.
 JO0409
 JO0409_MARKER: DB = BENCH MARK DISK
 JO0409_SETTING: 66 = SET IN ROCK OUTCROP
 JO0409_STAMPING: N 369 1984
 JO0409_MARK LOGO: NGS
 JO0409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0409+STABILITY: POSITION/ELEVATION WELL
 JO0409
 JO0409  HISTORY     - Date     Condition        Report By
 JO0409  HISTORY     - 1984     MONUMENTED       NGS
 JO0409
 JO0409                          STATION DESCRIPTION
 JO0409
 JO0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0409'22.7 KM (14.1 MI) SOUTH FROM MINERSVILLE.
 JO0409'22.68 KM (14.15 MI) SOUTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 JO0409'AT MINERSVILLE, IN TOP OF THE LOWER LEDGE OF A 2 BY 4 FOOT PORTION OF
 JO0409'RED SANDSTONE OUTCROP PROJECTING 1 FOOT ABOVE A LOW CUT, 6.7 METERS
 JO0409'(22 FT) NORTHWEST OF THE HIGHWAY CENTERLINE AND 29.9 METERS (98 FT)
 JO0409'NORTHEAST OF THE SOUTHWEST END OF THE CUT.
 JO0409'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 JO0409'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0313 ***********************************************************************
 JN0313  DESIGNATION -  N 37
 JN0313  PID         -  JN0313
 JN0313  STATE/COUNTY-  UT/SEVIER
 JN0313  COUNTRY     -  US
 JN0313  USGS QUAD   -  SIGURD (2017)
 JN0313
 JN0313                         *CURRENT SURVEY CONTROL
 JN0313  ______________________________________________________________________
 JN0313* NAD 83(1986) POSITION- 38 51 52.     (N) 111 57 56.     (W)   SCALED
 JN0313* NAVD 88 ORTHO HEIGHT -  1603.135 (meters)     5259.62  (feet) ADJUSTED
 JN0313  ______________________________________________________________________
 JN0313  GEOID HEIGHT    -        -18.753 (meters)                     GEOID18
 JN0313  DYNAMIC HEIGHT  -       1601.433 (meters)     5254.03  (feet) COMP
 JN0313  MODELED GRAVITY -    979,511.2   (mgal)                       NAVD 88
 JN0313
 JN0313  VERT ORDER      -  SECOND    CLASS 0
 JN0313
 JN0313.The horizontal coordinates were scaled from a map and have
 JN0313.an estimated accuracy of +/- 6 seconds.
 JN0313
 JN0313.The orthometric height was determined by differential leveling and
 JN0313.adjusted by the NATIONAL GEODETIC SURVEY
 JN0313.in June 1991.
 JN0313
 JN0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0313.GEOID18 height accuracy estimate available here.
 JN0313
 JN0313.Click photographs - Photos may exist for this station.
 JN0313
 JN0313.The dynamic height is computed by dividing the NAVD 88
 JN0313.geopotential number by the normal gravity value computed on the
 JN0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0313.degrees latitude (g = 980.6199 gals.).
 JN0313
 JN0313.The modeled gravity was interpolated from observed gravity values.
 JN0313
 JN0313;                    North         East    Units  Estimated Accuracy
 JN0313;SPC UT C     - 2,059,070.      459,590.      MT  (+/- 180 meters Scaled)
 JN0313
 JN0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ162021(NAD 83)
 JN0313
 JN0313                          SUPERSEDED SURVEY CONTROL
 JN0313
 JN0313  NGVD 29 (??/??/92) 1601.926  (m)         5255.65   (f) ADJ UNCH    2 0
 JN0313
 JN0313.Superseded values are not recommended for survey control.
 JN0313
 JN0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0313.See file dsdata.pdf to determine how the superseded data were derived.
 JN0313
 JN0313_MARKER: DB = BENCH MARK DISK
 JN0313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JN0313_SP_SET: CULVERT
 JN0313_STAMPING: N 37 1934
 JN0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0313
 JN0313  HISTORY     - Date     Condition        Report By
 JN0313  HISTORY     - 1934     MONUMENTED       CGS
 JN0313  HISTORY     - 1966     GOOD             USGS
 JN0313
 JN0313                          STATION DESCRIPTION
 JN0313
 JN0313'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 JN0313'1.6 MI N FROM SIGURD.
 JN0313'1.6 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JN0313'THE STATION AT SIGURD, ABOUT 400 FEET SOUTH OF THE JUNCTION OF U.S. 89
 JN0313'AND STATE ROUTE 24, ON STATE HIGHWAY 24, 46 FEET EAST OF THE
 JN0313'CENTERLINE OF THE RAILROAD TRACK, AT A CULVERT, AND IN THE TOP OF THE
 JN0313'WEST CONCRETE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0566 ***********************************************************************
 MR0566  DESIGNATION -  N 370
 MR0566  PID         -  MR0566
 MR0566  STATE/COUNTY-  UT/MORGAN
 MR0566  COUNTRY     -  US
 MR0566  USGS QUAD   -  MORGAN (2017)
 MR0566
 MR0566                         *CURRENT SURVEY CONTROL
 MR0566  ______________________________________________________________________
 MR0566* NAD 83(1986) POSITION- 41 02 52.     (N) 111 38 34.     (W)   SCALED
 MR0566* NAVD 88 ORTHO HEIGHT -  1559.520 (meters)     5116.53  (feet) ADJUSTED
 MR0566  ______________________________________________________________________
 MR0566  GEOID HEIGHT    -        -16.085 (meters)                     GEOID18
 MR0566  DYNAMIC HEIGHT  -       1558.223 (meters)     5112.27  (feet) COMP
 MR0566  MODELED GRAVITY -    979,738.4   (mgal)                       NAVD 88
 MR0566
 MR0566  VERT ORDER      -  FIRST     CLASS II
 MR0566
 MR0566.The horizontal coordinates were scaled from a map and have
 MR0566.an estimated accuracy of +/- 6 seconds.
 MR0566
 MR0566.The orthometric height was determined by differential leveling and
 MR0566.adjusted by the NATIONAL GEODETIC SURVEY
 MR0566.in June 1991.
 MR0566
 MR0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0566.GEOID18 height accuracy estimate available here.
 MR0566
 MR0566.Click photographs - Photos may exist for this station.
 MR0566
 MR0566.The dynamic height is computed by dividing the NAVD 88
 MR0566.geopotential number by the normal gravity value computed on the
 MR0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0566.degrees latitude (g = 980.6199 gals.).
 MR0566
 MR0566.The modeled gravity was interpolated from observed gravity values.
 MR0566
 MR0566;                    North         East    Units  Estimated Accuracy
 MR0566;SPC UT N     - 1,079,350.      488,000.      MT  (+/- 180 meters Scaled)
 MR0566
 MR0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL459442(NAD 83)
 MR0566
 MR0566                          SUPERSEDED SURVEY CONTROL
 MR0566
 MR0566  NGVD 29 (06/08/92) 1558.416  (m)         5112.90   (f) ADJUSTED    1 2
 MR0566
 MR0566.Superseded values are not recommended for survey control.
 MR0566
 MR0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0566.See file dsdata.pdf to determine how the superseded data were derived.
 MR0566
 MR0566_MARKER: DB = BENCH MARK DISK
 MR0566_SETTING: 66 = SET IN ROCK OUTCROP
 MR0566_STAMPING: N 370 1983
 MR0566_MARK LOGO: NGS
 MR0566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0566+STABILITY: POSITION/ELEVATION WELL
 MR0566
 MR0566  HISTORY     - Date     Condition        Report By
 MR0566  HISTORY     - 1983     MONUMENTED       NGS
 MR0566
 MR0566                          STATION DESCRIPTION
 MR0566
 MR0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0566'2.8 KM (1.75 MI) EAST FROM MORGAN.
 MR0566'2.8 KM (1.75 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0566'STATION IN MORGAN, AT THE SOUTHEAST END OF A 2 BY 30 FT EXPOSED AREA
 MR0566'OF A ROCK LEDGE, AT THE NORTHEAST END OF A 200.0 FT HIGHWAY CUT, 0.3
 MR0566'KM (0.2 MI) NORTHEAST OF INTERSTATE HIGHWAY 84 MILEPOST 105, 53.9
 MR0566'METERS (176.8 FT) NORTH OF THE NEAR RAIL, AND 14.9 METERS (48.9 FT)
 MR0566'NORTH OF THE CENTERLINE OF THE NORTHWEST BOUND LANE OF THE HIGHWAY.
 MR0566'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0527 ***********************************************************************
 MR0527  DESIGNATION -  N 371
 MR0527  PID         -  MR0527
 MR0527  STATE/COUNTY-  UT/WEBER
 MR0527  COUNTRY     -  US
 MR0527  USGS QUAD   -  OGDEN (2017)
 MR0527
 MR0527                         *CURRENT SURVEY CONTROL
 MR0527  ______________________________________________________________________
 MR0527* NAD 83(1986) POSITION- 41 09 44.     (N) 111 59 34.     (W)   SCALED
 MR0527* NAVD 88 ORTHO HEIGHT -  1339.358 (meters)     4394.21  (feet) ADJUSTED
 MR0527  ______________________________________________________________________
 MR0527  GEOID HEIGHT    -        -16.824 (meters)                     GEOID18
 MR0527  DYNAMIC HEIGHT  -       1338.316 (meters)     4390.79  (feet) COMP
 MR0527  MODELED GRAVITY -    979,800.4   (mgal)                       NAVD 88
 MR0527
 MR0527  VERT ORDER      -  FIRST     CLASS II
 MR0527
 MR0527.The horizontal coordinates were scaled from a map and have
 MR0527.an estimated accuracy of +/- 6 seconds.
 MR0527
 MR0527.The orthometric height was determined by differential leveling and
 MR0527.adjusted by the NATIONAL GEODETIC SURVEY
 MR0527.in June 1991.
 MR0527
 MR0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0527.GEOID18 height accuracy estimate available here.
 MR0527
 MR0527.Click photographs - Photos may exist for this station.
 MR0527
 MR0527.The dynamic height is computed by dividing the NAVD 88
 MR0527.geopotential number by the normal gravity value computed on the
 MR0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0527.degrees latitude (g = 980.6199 gals.).
 MR0527
 MR0527.The modeled gravity was interpolated from observed gravity values.
 MR0527
 MR0527;                    North         East    Units  Estimated Accuracy
 MR0527;SPC UT N     - 1,092,170.      458,640.      MT  (+/- 180 meters Scaled)
 MR0527
 MR0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL167572(NAD 83)
 MR0527
 MR0527                          SUPERSEDED SURVEY CONTROL
 MR0527
 MR0527  NGVD 29 (06/08/92) 1338.333  (m)         4390.85   (f) ADJUSTED    1 2
 MR0527
 MR0527.Superseded values are not recommended for survey control.
 MR0527
 MR0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0527.See file dsdata.pdf to determine how the superseded data were derived.
 MR0527
 MR0527_MARKER: I = METAL ROD
 MR0527_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0527_STAMPING: N 371 1983
 MR0527_MARK LOGO: NGS
 MR0527_PROJECTION: FLUSH
 MR0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0527_ROD/PIPE-DEPTH: 14.6 meters
 MR0527
 MR0527  HISTORY     - Date     Condition        Report By
 MR0527  HISTORY     - 1983     MONUMENTED       NGS
 MR0527
 MR0527                          STATION DESCRIPTION
 MR0527
 MR0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0527'6.8 KM (4.2 MI) SOUTH FROM OGDEN.
 MR0527'6.8 KM (4.2 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0527'STATION IN OGDEN, 0.7 KM (0.45 MI) NORTH OF MILEPOST 988, 0.1 KM (0.05
 MR0527'MI) SOUTH OF A LARGE OVERHEAD RAILROAD SIGNAL, 23.0 METERS (75.5 FT)
 MR0527'WEST OF THE NEAR RAIL, 8.7 METERS (28.5 FT) SOUTH OF A FENCE, 7.4
 MR0527'METERS (24.3 FT) WEST OF A FENCE, AND 1.3 METERS (4.3 FT) NORTH OF A
 MR0527'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 MR0527'CAP.
 MR0527'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 MR0527'THE MARK IS 3.5 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0353 ***********************************************************************
 HM0353  DESIGNATION -  N 372
 HM0353  PID         -  HM0353
 HM0353  STATE/COUNTY-  UT/SAN JUAN
 HM0353  COUNTRY     -  US
 HM0353  USGS QUAD   -  BLUFF (2017)
 HM0353
 HM0353                         *CURRENT SURVEY CONTROL
 HM0353  ______________________________________________________________________
 HM0353* NAD 83(1986) POSITION- 37 19 31.6    (N) 109 31 17.5    (W)   HD_HELD2
 HM0353* NAVD 88 ORTHO HEIGHT -  1444.073 (meters)     4737.76  (feet) ADJUSTED
 HM0353  ______________________________________________________________________
 HM0353  GEOID HEIGHT    -        -20.845 (meters)                     GEOID18
 HM0353  DYNAMIC HEIGHT  -       1442.449 (meters)     4732.43  (feet) COMP
 HM0353  MODELED GRAVITY -    979,455.6   (mgal)                       NAVD 88
 HM0353
 HM0353  VERT ORDER      -  FIRST     CLASS II
 HM0353
 HM0353.The horizontal coordinates were established by autonomous hand held GPS
 HM0353.observations and have an estimated accuracy of +/- 10 meters.
 HM0353
 HM0353.The orthometric height was determined by differential leveling and
 HM0353.adjusted by the NATIONAL GEODETIC SURVEY
 HM0353.in June 1991.
 HM0353
 HM0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0353.GEOID18 height accuracy estimate available here.
 HM0353
 HM0353.Click photographs - Photos may exist for this station.
 HM0353
 HM0353.The dynamic height is computed by dividing the NAVD 88
 HM0353.geopotential number by the normal gravity value computed on the
 HM0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0353.degrees latitude (g = 980.6199 gals.).
 HM0353
 HM0353.The modeled gravity was interpolated from observed gravity values.
 HM0353
 HM0353;                    North         East    Units  Estimated Accuracy
 HM0353;SPC UT S     - 3,074,968.      675,338.      MT  (+/- 10 meters HH2 GPS)
 HM0353
 HM0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3098932000(NAD 83)
 HM0353
 HM0353                          SUPERSEDED SURVEY CONTROL
 HM0353
 HM0353.No superseded survey control is available for this station.
 HM0353
 HM0353_MARKER: F = FLANGE-ENCASED ROD
 HM0353_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HM0353_STAMPING: N 372 1983
 HM0353_MARK LOGO: NGS
 HM0353_PROJECTION: FLUSH
 HM0353_MAGNETIC: N = NO MAGNETIC MATERIAL
 HM0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0353_ROD/PIPE-DEPTH: 4.3 meters
 HM0353
 HM0353  HISTORY     - Date     Condition        Report By
 HM0353  HISTORY     - 1983     MONUMENTED       NGS
 HM0353  HISTORY     - 20220926 GOOD             PROFLN
 HM0353
 HM0353                          STATION DESCRIPTION
 HM0353
 HM0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0353'6.3 KM (3.9 MI) NE FROM BLUFF.
 HM0353'6.3 KM (3.9 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0353'OFFICE IN BLUFF, AT THE JUNCTION OF COUNTY ROAD 248 LEADING TO CHIMNEY
 HM0353'PARK OVERLOOK, 0.2 KM (0.1 MI) NORTH OF MILEPOST 29, 25.5 METERS
 HM0353'(83.7 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 11.6 METERS
 HM0353'(38.1 FT) SOUTH OF THE CENTER OF A CATTLE GUARD.  NOTE=ACCESS TO THE
 HM0353'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HM0353'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 HM0353'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 HM0353
 HM0353                          STATION RECOVERY (2022)
 HM0353
 HM0353'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2022 (JRO)
 HM0353'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0377 ***********************************************************************
 HM0377  FBN         -  This is a Federal Base Network Control Station.
 HM0377  DESIGNATION -  N 373
 HM0377  PID         -  HM0377
 HM0377  STATE/COUNTY-  UT/SAN JUAN
 HM0377  COUNTRY     -  US
 HM0377  USGS QUAD   -  MEXICAN HAT (2017)
 HM0377
 HM0377                         *CURRENT SURVEY CONTROL
 HM0377  ______________________________________________________________________
 HM0377* NAD 83(2011) POSITION- 37 10 59.25284(N) 109 51 38.96039(W)   ADJUSTED
 HM0377* NAD 83(2011) ELLIP HT-  1334.657 (meters)        (06/27/12)   ADJUSTED
 HM0377* NAD 83(2011) EPOCH   -  2010.00
 HM0377* NAVD 88 ORTHO HEIGHT -  1355.566 (meters)     4447.39  (feet) ADJUSTED
 HM0377  ______________________________________________________________________
 HM0377  GEOID HEIGHT    -        -20.895 (meters)                     GEOID18
 HM0377  NAD 83(2011) X  - -1,728,851.119 (meters)                     COMP
 HM0377  NAD 83(2011) Y  - -4,786,121.243 (meters)                     COMP
 HM0377  NAD 83(2011) Z  -  3,834,411.022 (meters)                     COMP
 HM0377  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 HM0377  DYNAMIC HEIGHT  -       1354.070 (meters)     4442.48  (feet) COMP
 HM0377  MODELED GRAVITY -    979,479.9   (mgal)                       NAVD 88
 HM0377
 HM0377  VERT ORDER      -  FIRST     CLASS II
 HM0377
 HM0377  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HM0377  Standards:
 HM0377         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HM0377            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HM0377  -------------------------------------------------------------------
 HM0377  NETWORK    0.45   0.96           0.20   0.16   0.49     -0.12655228
 HM0377  -------------------------------------------------------------------
 HM0377  Click here for local accuracies and other accuracy information.
 HM0377
 HM0377.The horizontal coordinates were established by GPS observations
 HM0377.and adjusted by the National Geodetic Survey in June 2012.
 HM0377
 HM0377.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HM0377.been affixed to the stable North American tectonic plate. See 
 HM0377.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HM0377
 HM0377.The horizontal coordinates are valid at the epoch date displayed above
 HM0377.which is a decimal equivalence of Year/Month/Day.
 HM0377
 HM0377.The orthometric height was determined by differential leveling and
 HM0377.adjusted by the NATIONAL GEODETIC SURVEY
 HM0377.in June 1991.
 HM0377
 HM0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0377.GEOID18 height accuracy estimate available here.
 HM0377
 HM0377.Click photographs - Photos may exist for this station.
 HM0377
 HM0377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HM0377
 HM0377.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0377
 HM0377.The ellipsoidal height was determined by GPS observations
 HM0377.and is referenced to NAD 83.
 HM0377
 HM0377.The dynamic height is computed by dividing the NAVD 88
 HM0377.geopotential number by the normal gravity value computed on the
 HM0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0377.degrees latitude (g = 980.6199 gals.).
 HM0377
 HM0377.The modeled gravity was interpolated from observed gravity values.
 HM0377
 HM0377. The following values were computed from the NAD 83(2011) position.
 HM0377
 HM0377;                    North         East     Units Scale Factor Converg.
 HM0377;SPC UT S     - 3,058,594.133   645,548.700   MT  1.00000592   +1 00 15.5
 HM0377;SPC UT S     -10,034,737.58  2,117,937.69   sFT  1.00000592   +1 00 15.5
 HM0377;UTM  12      - 4,115,794.996   601,117.766   MT  0.99972595   +0 41 18.7
 HM0377
 HM0377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0377!SPC UT S     -   0.99979060  x   1.00000592  =   0.99979652
 HM0377!UTM  12      -   0.99979060  x   0.99972595  =   0.99951661
 HM0377
 HM0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG0111715794(NAD 83)
 HM0377
 HM0377                          SUPERSEDED SURVEY CONTROL
 HM0377
 HM0377  NAD 83(2007)-  37 10 59.25223(N)    109 51 38.96095(W) AD(2002.00) 0
 HM0377  ELLIP H (02/10/07) 1334.676  (m)                       GP(2002.00)    
 HM0377  ELLIP H (06/28/00) 1334.685  (m)                       GP(       ) 4 1
 HM0377  NAD 83(1994)-  37 10 59.25189(N)    109 51 38.96061(W) AD(       ) B
 HM0377  ELLIP H (04/21/95) 1334.758  (m)                       GP(       ) 4 1
 HM0377  NAVD 88            1355.57   (m)         4447.4    (f) LEVELING    3  
 HM0377
 HM0377.Superseded values are not recommended for survey control.
 HM0377
 HM0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0377.See file dsdata.pdf to determine how the superseded data were derived.
 HM0377
 HM0377_MARKER: DV = VERTICAL CONTROL DISK
 HM0377_SETTING: 66 = SET IN ROCK OUTCROP
 HM0377_STAMPING: N 373 1983
 HM0377_MARK LOGO: NGS
 HM0377_MAGNETIC: N = NO MAGNETIC MATERIAL
 HM0377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0377+STABILITY: POSITION/ELEVATION WELL
 HM0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0377+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2017
 HM0377
 HM0377  HISTORY     - Date     Condition        Report By
 HM0377  HISTORY     - 1983     MONUMENTED       NGS
 HM0377  HISTORY     - 19931101 GOOD             NGS
 HM0377  HISTORY     - 19990208 GOOD             NGS
 HM0377  HISTORY     - 20040914 GOOD             NGS
 HM0377  HISTORY     - 20041115 GOOD             NGS
 HM0377  HISTORY     - 20170731 GOOD             AZDT
 HM0377
 HM0377                          STATION DESCRIPTION
 HM0377
 HM0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0377'4.2 KM (2.6 MI) NE FROM MEXICAN HAT.
 HM0377'4.2 KM (2.6 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0377'OFFICE IN MEXICAN HAT, 1.4 KM (0.85 MI) SOUTHWEST OF U.S. HIGHWAY 261,
 HM0377'IN THE NORTHEAST END OF A LARGE EXPOSED AREA OF OUTCROPPING BEDROCK,
 HM0377'1.0 KM (0.6 MI) NORTH OF THE JUNCTION OF COUNTY ROAD 216, 61.3 METERS
 HM0377'(201.1 FT) NORTHWEST OF THE NORTHWEST END OF A GUARD RAIL, 52.4 METERS
 HM0377'(171.9 FT) SOUTHWEST OF MILEPOST 24, 10.0 METERS (32.8 FT) SOUTHWEST
 HM0377'OF THE CENTERLINE OF THE HIGHWAY, AND 0.9 METER (3.0 FT) SOUTHWEST OF
 HM0377'THE NORTHEAST END OF THE OUTCROP.
 HM0377'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 HM0377'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HM0377
 HM0377                          STATION RECOVERY (1993)
 HM0377
 HM0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 HM0377'STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) NORTH OF MEXICAN HAT, 1.43
 HM0377'KM (0.90 MI) SOUTH OF THE JUNCTION OF US HIGHWAY 163 AND STATE HIGHWAY
 HM0377'261, ALONG HIGHWAY 163, ON THE RIGHT-OF-WAY, AT MILE 13.95, ON A
 HM0377'SOUTHBOUND DOWNGRADE, IN A LARGE OUTCROP AREA, IN THE NORTHEAST 1/4 OF
 HM0377'SECTION 31, T 41 S, R 19 E.  OWNERSHIP--STATE DEPARTMENT OF
 HM0377'TRANSPORTATION. TO REACH FROM THE JUNCTION OF HIGHWAYS 163 AND 261, GO
 HM0377'SOUTH ON HIGHWAY 163 FOR 1.43 KM (0.90 MI) TO THE STATION ON THE RIGHT
 HM0377'(THIS POINT IS 4.93 KM (3.05 MI) NORTH ALONG HIGHWAY 163 FROM THE
 HM0377'BRIDGE OVER THE SAN JAUN RIVER AT MEXICAN HAT). STATION MARK IS A DISK
 HM0377'SET FLUSH IN A DRILL HOLE IN A FLAT 2.0 M (6.6 FT) X 2.5 M (8.2 FT)
 HM0377'GRAY OUTCROP.  IT IS 10.0 M (32.8 FT) SOUTHWEST OF, AND SLIGHTLY LOWER
 HM0377'THAN THE HIGHWAY CENTER, 0.3 M (1.0 FT) NORTHEAST OF A FIBERGLASS
 HM0377'WITNESS POST, 61.5 M (201.8 FT) NORTHWEST ALONG THE HIGHWAY FROM THE
 HM0377'NORTHWEST END OF A METAL GUARDRAIL AT A DEEP RAVINE, AND 49 M (160.8
 HM0377'FT) SOUTHEAST ALONG THE HIGHWAY FROM MILEPOST 24. DESCRIBED BY
 HM0377'G.R.HEID
 HM0377
 HM0377                          STATION RECOVERY (1999)
 HM0377
 HM0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 HM0377'RECOVERED AS DESCRIBED.
 HM0377
 HM0377                          STATION RECOVERY (2004)
 HM0377
 HM0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 HM0377'MILEPOST IS 23.95.
 HM0377
 HM0377                          STATION RECOVERY (2004)
 HM0377
 HM0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 HM0377'RECOVERED AS DESCRIBED
 HM0377
 HM0377                          STATION RECOVERY (2017)
 HM0377
 HM0377'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2017 (RSB)
 HM0377'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0474 ***********************************************************************
 HM0474  DESIGNATION -  N 374
 HM0474  PID         -  HM0474
 HM0474  STATE/COUNTY-  UT/SAN JUAN
 HM0474  COUNTRY     -  US
 HM0474  USGS QUAD   -  MCCRACKEN SPRING (2017)
 HM0474
 HM0474                         *CURRENT SURVEY CONTROL
 HM0474  ______________________________________________________________________
 HM0474* NAD 83(1986) POSITION- 37 25 21.24   (N) 109 20 18.84   (W)   HD_HELD1
 HM0474* NAVD 88 ORTHO HEIGHT -  1596.879 (meters)     5239.09  (feet) ADJUSTED
 HM0474  ______________________________________________________________________
 HM0474  GEOID HEIGHT    -        -20.589 (meters)                     GEOID18
 HM0474  DYNAMIC HEIGHT  -       1595.053 (meters)     5233.10  (feet) COMP
 HM0474  MODELED GRAVITY -    979,430.9   (mgal)                       NAVD 88
 HM0474
 HM0474  VERT ORDER      -  FIRST     CLASS II
 HM0474
 HM0474.The horizontal coordinates were determined by differentially corrected
 HM0474.hand held GPS observations or other comparable positioning techniques
 HM0474.and have an estimated accuracy of +/- 3 meters.
 HM0474
 HM0474.The orthometric height was determined by differential leveling and
 HM0474.adjusted by the NATIONAL GEODETIC SURVEY
 HM0474.in June 1991.
 HM0474
 HM0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0474.GEOID18 height accuracy estimate available here.
 HM0474
 HM0474.Click photographs - Photos may exist for this station.
 HM0474
 HM0474.The dynamic height is computed by dividing the NAVD 88
 HM0474.geopotential number by the normal gravity value computed on the
 HM0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0474.degrees latitude (g = 980.6199 gals.).
 HM0474
 HM0474.The modeled gravity was interpolated from observed gravity values.
 HM0474
 HM0474;                    North         East    Units  Estimated Accuracy
 HM0474;SPC UT S     - 3,086,103.0     691,300.3     MT  (+/- 3 meters HH1 GPS) 
 HM0474
 HM0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG4701143046(NAD 83)
 HM0474
 HM0474                          SUPERSEDED SURVEY CONTROL
 HM0474
 HM0474.No superseded survey control is available for this station.
 HM0474
 HM0474_MARKER: I = METAL ROD
 HM0474_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HM0474_STAMPING: N 374 1984
 HM0474_MARK LOGO: NGS
 HM0474_PROJECTION: FLUSH
 HM0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0474_ROD/PIPE-DEPTH: 4.9 meters
 HM0474
 HM0474  HISTORY     - Date     Condition        Report By
 HM0474  HISTORY     - 1984     MONUMENTED       NGS
 HM0474
 HM0474                          STATION DESCRIPTION
 HM0474
 HM0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0474'31.3 KM (19.45 MI) NE FROM BLUFF.
 HM0474'18.2 KM (11.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0474'OFFICE IN BLUFF, THENCE 13.1 KM (8.15 MI) EASTERLY ALONG STATE HIGHWAY
 HM0474'262, 0.3 KM (0.2 MI) EAST OF MILEPOST 8, AT THE EAST END OF A HIGHWAY
 HM0474'CUT, 29.6 METERS (97.1 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 HM0474'5.6 METERS (18.4 FT) SOUTHWEST OF THE CENTER OF A DIRT ROAD LEADING
 HM0474'NORTHEAST TO A HOUSE, AND 0.3 METER (1.0 FT) SOUTHWEST OF A FENCE.
 HM0474'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HM0474'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 HM0474'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0511 ***********************************************************************
 LN0511  DESIGNATION -  N 374
 LN0511  PID         -  LN0511
 LN0511  STATE/COUNTY-  UT/UINTAH
 LN0511  COUNTRY     -  US
 LN0511  USGS QUAD   -  NAPLES (2017)
 LN0511
 LN0511                         *CURRENT SURVEY CONTROL
 LN0511  ______________________________________________________________________
 LN0511* NAD 83(1986) POSITION- 40 26 02.     (N) 109 29 57.     (W)   SCALED
 LN0511* NAVD 88 ORTHO HEIGHT -  1590.141 (meters)     5216.99  (feet) ADJUSTED
 LN0511  ______________________________________________________________________
 LN0511  GEOID HEIGHT    -        -16.945 (meters)                     GEOID18
 LN0511  DYNAMIC HEIGHT  -       1588.683 (meters)     5212.20  (feet) COMP
 LN0511  MODELED GRAVITY -    979,653.1   (mgal)                       NAVD 88
 LN0511
 LN0511  VERT ORDER      -  FIRST     CLASS II
 LN0511
 LN0511.The horizontal coordinates were scaled from a map and have
 LN0511.an estimated accuracy of +/- 6 seconds.
 LN0511
 LN0511.The orthometric height was determined by differential leveling and
 LN0511.adjusted by the NATIONAL GEODETIC SURVEY
 LN0511.in June 1991.
 LN0511
 LN0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0511.GEOID18 height accuracy estimate available here.
 LN0511
 LN0511.Click photographs - Photos may exist for this station.
 LN0511
 LN0511.The dynamic height is computed by dividing the NAVD 88
 LN0511.geopotential number by the normal gravity value computed on the
 LN0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0511.degrees latitude (g = 980.6199 gals.).
 LN0511
 LN0511.The modeled gravity was interpolated from observed gravity values.
 LN0511
 LN0511;                    North         East    Units  Estimated Accuracy
 LN0511;SPC UT C     - 2,235,110.      669,750.      MT  (+/- 180 meters Scaled)
 LN0511
 LN0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK272769(NAD 83)
 LN0511
 LN0511                          SUPERSEDED SURVEY CONTROL
 LN0511
 LN0511.No superseded survey control is available for this station.
 LN0511
 LN0511_MARKER: I = METAL ROD
 LN0511_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0511_STAMPING: N 374 1984
 LN0511_MARK LOGO: NGS
 LN0511_PROJECTION: FLUSH
 LN0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0511_ROD/PIPE-DEPTH: 4.0 meters
 LN0511
 LN0511  HISTORY     - Date     Condition        Report By
 LN0511  HISTORY     - 1984     MONUMENTED       NGS
 LN0511
 LN0511                          STATION DESCRIPTION
 LN0511
 LN0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0511'IN NAPLES.
 LN0511'IN NAPLES, AT THE INTERSECTION OF U.S. HIGHWAY 40 AND 1500 SOUTH
 LN0511'STREET, 29.1 M (95.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 9.0 M
 LN0511'(29.5 FT) SOUTH OF THE CENTER OF THE STREET, AND 0.8 M (2.6 FT) EAST
 LN0511'OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LN0511'LOGO CAP.
 LN0511'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LN0511'THE MARK IS ABOVE LEVEL WITH THE STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0495 ***********************************************************************
 HO0495  DESIGNATION -  N 375
 HO0495  PID         -  HO0495
 HO0495  STATE/COUNTY-  UT/WASHINGTON
 HO0495  COUNTRY     -  US
 HO0495  USGS QUAD   -  KOLOB ARCH (2017)
 HO0495
 HO0495                         *CURRENT SURVEY CONTROL
 HO0495  ______________________________________________________________________
 HO0495* NAD 83(1986) POSITION- 37 23 47.     (N) 113 14 31.     (W)   SCALED
 HO0495* NAVD 88 ORTHO HEIGHT -  1442.717 (meters)     4733.31  (feet) ADJUSTED
 HO0495  ______________________________________________________________________
 HO0495  GEOID HEIGHT    -        -22.463 (meters)                     GEOID18
 HO0495  DYNAMIC HEIGHT  -       1441.104 (meters)     4728.02  (feet) COMP
 HO0495  MODELED GRAVITY -    979,462.4   (mgal)                       NAVD 88
 HO0495
 HO0495  VERT ORDER      -  FIRST     CLASS II
 HO0495
 HO0495.The horizontal coordinates were scaled from a map and have
 HO0495.an estimated accuracy of +/- 6 seconds.
 HO0495
 HO0495.The orthometric height was determined by differential leveling and
 HO0495.adjusted by the NATIONAL GEODETIC SURVEY
 HO0495.in June 1991.
 HO0495
 HO0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0495.GEOID18 height accuracy estimate available here.
 HO0495
 HO0495.Click photographs - Photos may exist for this station.
 HO0495
 HO0495.The dynamic height is computed by dividing the NAVD 88
 HO0495.geopotential number by the normal gravity value computed on the
 HO0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0495.degrees latitude (g = 980.6199 gals.).
 HO0495
 HO0495.The modeled gravity was interpolated from observed gravity values.
 HO0495
 HO0495;                    North         East    Units  Estimated Accuracy
 HO0495;SPC UT S     - 3,082,420.      345,770.      MT  (+/- 180 meters Scaled)
 HO0495
 HO0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG015412(NAD 83)
 HO0495
 HO0495                          SUPERSEDED SURVEY CONTROL
 HO0495
 HO0495.No superseded survey control is available for this station.
 HO0495
 HO0495_MARKER: DV = VERTICAL CONTROL DISK
 HO0495_SETTING: 66 = SET IN ROCK OUTCROP
 HO0495_STAMPING: N 375 1984
 HO0495_MARK LOGO: NGS
 HO0495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0495+STABILITY: POSITION/ELEVATION WELL
 HO0495
 HO0495  HISTORY     - Date     Condition        Report By
 HO0495  HISTORY     - 1984     MONUMENTED       NGS
 HO0495
 HO0495                          STATION DESCRIPTION
 HO0495
 HO0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0495'18.7 KM (11.6 MI) NORTH FROM TOQUERVILLE.
 HO0495'4.83 KM (3.0 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 HO0495'TOQUERVILLE, THENCE 13.89 KM (8.63 MI) NORTHEAST ALONG INTERSTATE 15,
 HO0495'IN THE LOWER EAST EDGE OF A 4 BY 4 FOOT PORTION OF GRAY OUTCROP
 HO0495'PROJECTING 1 FOOT ABOVE THE EAST SLOPE OF A HILL AND OUTSIDE THE RIGHT
 HO0495'OF WAY FENCE, 0.14 KM (0.09 MI) NORTH OF MILEPOST 36, 30.8 METERS
 HO0495'(101 FT) WEST OF THE SOUTH BOUND HIGHWAY CENTERLINE, 16.0 METERS
 HO0495'(52.5 FT) NORTHWEST OF THE WEST ONE OF FOUR STEEL POSTS SUPPORTING A
 HO0495'TOQUERVILLE-ST. GEORGE MILEAGE SIGN AND 2.1 METERS (7 FT) WEST OF A
 HO0495'FENCE.
 HO0495'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 HO0495'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0465 ***********************************************************************
 HO0465  DESIGNATION -  N 376
 HO0465  PID         -  HO0465
 HO0465  STATE/COUNTY-  UT/IRON
 HO0465  COUNTRY     -  US
 HO0465  USGS QUAD   -  ENOCH (2017)
 HO0465
 HO0465                         *CURRENT SURVEY CONTROL
 HO0465  ______________________________________________________________________
 HO0465* NAD 83(1986) POSITION- 37 50 07.6    (N) 113 03 01.4    (W)   HD_HELD2
 HO0465* NAVD 88 ORTHO HEIGHT -  1652.122 (meters)     5420.34  (feet) ADJUSTED
 HO0465  ______________________________________________________________________
 HO0465  GEOID HEIGHT    -        -21.669 (meters)                     GEOID18
 HO0465  DYNAMIC HEIGHT  -       1650.246 (meters)     5414.18  (feet) COMP
 HO0465  MODELED GRAVITY -    979,436.4   (mgal)                       NAVD 88
 HO0465
 HO0465  VERT ORDER      -  FIRST     CLASS II
 HO0465
 HO0465.The horizontal coordinates were established by autonomous hand held GPS
 HO0465.observations and have an estimated accuracy of +/- 10 meters.
 HO0465
 HO0465.The orthometric height was determined by differential leveling and
 HO0465.adjusted by the NATIONAL GEODETIC SURVEY
 HO0465.in June 1991.
 HO0465
 HO0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0465.GEOID18 height accuracy estimate available here.
 HO0465
 HO0465.Click photographs - Photos may exist for this station.
 HO0465
 HO0465.The dynamic height is computed by dividing the NAVD 88
 HO0465.geopotential number by the normal gravity value computed on the
 HO0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0465.degrees latitude (g = 980.6199 gals.).
 HO0465
 HO0465.The modeled gravity was interpolated from observed gravity values.
 HO0465
 HO0465;                    North         East    Units  Estimated Accuracy
 HO0465;SPC UT S     - 3,130,846.      363,535.      MT  (+/- 10 meters HH2 GPS)
 HO0465
 HO0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG1957089538(NAD 83)
 HO0465
 HO0465                          SUPERSEDED SURVEY CONTROL
 HO0465
 HO0465.No superseded survey control is available for this station.
 HO0465
 HO0465_MARKER: I = METAL ROD
 HO0465_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0465_STAMPING: N 376 1984
 HO0465_MARK LOGO: NGS
 HO0465_PROJECTION: FLUSH
 HO0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0465_ROD/PIPE-DEPTH: 9.7 meters
 HO0465
 HO0465  HISTORY     - Date     Condition        Report By
 HO0465  HISTORY     - 1984     MONUMENTED       NGS
 HO0465
 HO0465                          STATION DESCRIPTION
 HO0465
 HO0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0465'17.9 KM (11.1 MI) NORTH FROM CEDAR CITY.
 HO0465'17.86 KM (11.1 MI) NORTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 HO0465'AT CEDAR CITY, ON THE WEST SIDE OF THE Y JUNCTION OF A DIRT ROAD
 HO0465'LEADING NORTH TO RUSH LAKE RANCH, 0N THE OUTSIDE OF A CURVE, 0.53 KM
 HO0465'(0.33 MI) NORTH OF MILEPOST 13, 31.7 METERS (104 FT) WEST ACROSS THE
 HO0465'DIRT ROAD FROM THE HIGHWAY CENTERLINE, 8.2 METERS (27 FT) WEST OF THE
 HO0465'CENTER OF THE ROAD AND 1.5 METERS (5 FT) SOUTH OF A POWER POLE.
 HO0465'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 HO0465'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0623 ***********************************************************************
 MS0623  DESIGNATION -  N 377 BE CO
 MS0623  PID         -  MS0623
 MS0623  STATE/COUNTY-  UT/BOX ELDER
 MS0623  COUNTRY     -  US
 MS0623  USGS QUAD   -  BLACK BUTTE (2017)
 MS0623
 MS0623                         *CURRENT SURVEY CONTROL
 MS0623  ______________________________________________________________________
 MS0623* NAD 83(1986) POSITION- 41 49 40.     (N) 113 10 09.     (W)   SCALED
 MS0623* NAVD 88 ORTHO HEIGHT -  1471.908 (meters)     4829.08  (feet) ADJUSTED
 MS0623  ______________________________________________________________________
 MS0623  GEOID HEIGHT    -        -15.228 (meters)                     GEOID18
 MS0623  DYNAMIC HEIGHT  -       1470.899 (meters)     4825.77  (feet) COMP
 MS0623  MODELED GRAVITY -    979,885.5   (mgal)                       NAVD 88
 MS0623
 MS0623  VERT ORDER      -  FIRST     CLASS II
 MS0623
 MS0623.The horizontal coordinates were scaled from a map and have
 MS0623.an estimated accuracy of +/- 6 seconds.
 MS0623
 MS0623.The orthometric height was determined by differential leveling and
 MS0623.adjusted by the NATIONAL GEODETIC SURVEY
 MS0623.in June 1991.
 MS0623
 MS0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0623.GEOID18 height accuracy estimate available here.
 MS0623
 MS0623.Click photographs - Photos may exist for this station.
 MS0623
 MS0623.The dynamic height is computed by dividing the NAVD 88
 MS0623.geopotential number by the normal gravity value computed on the
 MS0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0623.degrees latitude (g = 980.6199 gals.).
 MS0623
 MS0623.The modeled gravity was interpolated from observed gravity values.
 MS0623
 MS0623;                    North         East    Units  Estimated Accuracy
 MS0623;SPC UT N     - 1,167,300.      361,340.      MT  (+/- 180 meters Scaled)
 MS0623
 MS0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM198329(NAD 83)
 MS0623
 MS0623                          SUPERSEDED SURVEY CONTROL
 MS0623
 MS0623.No superseded survey control is available for this station.
 MS0623
 MS0623_MARKER: DV = VERTICAL CONTROL DISK
 MS0623_SETTING: 66 = SET IN ROCK OUTCROP
 MS0623_STAMPING: N 377 1984
 MS0623_MARK LOGO: NGS
 MS0623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0623+STABILITY: POSITION/ELEVATION WELL
 MS0623
 MS0623  HISTORY     - Date     Condition        Report By
 MS0623  HISTORY     - 1984     MONUMENTED       NGS
 MS0623
 MS0623                          STATION DESCRIPTION
 MS0623
 MS0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0623'12.7 KM (7.9 MI) EAST FROM PARK VALLEY.
 MS0623'12.74 KM (7.92 MI) EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE IN
 MS0623'PARK VALLEY, IN TOP OF THE LOWER EDGE OF A 6 BY 9 FOOT PORTION OF
 MS0623'BROWN OUTCROP PROJECTING 2 FEET ABOVE THE SURFACE OF THE GROUND ON THE
 MS0623'SOUTH SLOPE OF A ROCK HILL, 0.42 KM (0.26 MI) SOUTHWEST OF MILEPOST
 MS0623'64, 33.5 METERS (110 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 MS0623'26.5 METERS (87 FT) WEST-NORTHWEST OF A RIGHT OF WAY MARKER,
 MS0623'18.3 METERS (60 FT) NORTHWEST OF THE RIGHT OF WAY FENCE AND 1.9 METERS
 MS0623'(6 FT) SOUTHEAST OF THE HIGHEST POINT OF THE OUTCROP.
 MS0623'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MS0623'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JP0326 ***********************************************************************
 JP0326  DESIGNATION -  N 377 M CO
 JP0326  PID         -  JP0326
 JP0326  STATE/COUNTY-  UT/MILLARD
 JP0326  COUNTRY     -  US
 JP0326  USGS QUAD   -  GARRISON (2017)
 JP0326
 JP0326                         *CURRENT SURVEY CONTROL
 JP0326  ______________________________________________________________________
 JP0326* NAD 83(1986) POSITION- 38 55 58.     (N) 114 01 58.     (W)   SCALED
 JP0326* NAVD 88 ORTHO HEIGHT -  1607.532 (meters)     5274.04  (feet) ADJUSTED
 JP0326  ______________________________________________________________________
 JP0326  GEOID HEIGHT    -        -20.653 (meters)                     GEOID18
 JP0326  DYNAMIC HEIGHT  -       1605.905 (meters)     5268.71  (feet) COMP
 JP0326  MODELED GRAVITY -    979,559.7   (mgal)                       NAVD 88
 JP0326
 JP0326  VERT ORDER      -  FIRST     CLASS II
 JP0326
 JP0326.The horizontal coordinates were scaled from a map and have
 JP0326.an estimated accuracy of +/- 6 seconds.
 JP0326
 JP0326.The orthometric height was determined by differential leveling and
 JP0326.adjusted by the NATIONAL GEODETIC SURVEY
 JP0326.in June 1991.
 JP0326
 JP0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 JP0326.GEOID18 height accuracy estimate available here.
 JP0326
 JP0326.Click photographs - Photos may exist for this station.
 JP0326
 JP0326.The dynamic height is computed by dividing the NAVD 88
 JP0326.geopotential number by the normal gravity value computed on the
 JP0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0326.degrees latitude (g = 980.6199 gals.).
 JP0326
 JP0326.The modeled gravity was interpolated from observed gravity values.
 JP0326
 JP0326;                    North         East    Units  Estimated Accuracy
 JP0326;SPC UT C     - 2,069,660.      280,410.      MT  (+/- 180 meters Scaled)
 JP0326
 JP0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD572135(NAD 83)
 JP0326
 JP0326                          SUPERSEDED SURVEY CONTROL
 JP0326
 JP0326.No superseded survey control is available for this station.
 JP0326
 JP0326_MARKER: I = METAL ROD
 JP0326_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JP0326+WITH SETTING: INFORMATION.
 JP0326_STAMPING: N 377 1984
 JP0326_MARK LOGO: NGS
 JP0326_PROJECTION: FLUSH
 JP0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0326_ROD/PIPE-DEPTH: 2.5 meters
 JP0326
 JP0326  HISTORY     - Date     Condition        Report By
 JP0326  HISTORY     - 1984     MONUMENTED       NGS
 JP0326
 JP0326                          STATION DESCRIPTION
 JP0326
 JP0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JP0326'IN GARRISON.
 JP0326'IN GARRISON, AT THE POST OFFICE, 22.5 METERS (74 FT) EAST OF THE
 JP0326'CENTER OF STATE HIGHWAY 21, 2.7 METERS (9 FT) WEST OF THE NORTHWEST
 JP0326'CORNER OF THE POST OFFICE, 0.6 METER (2 FT) WEST OF THE FLAG POLE,
 JP0326'AND 0.3 METER (1 FT) SOUTH OF THE SOUTH EDGE OF THE SIDEWALK.
 JP0326'NOTE-ROD SET TO 8.5 FEET IMBEDDED REFUSAL.
 JP0326'THE MARK IS 0.1 M BELOW THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0434 ***********************************************************************
 JO0434  DESIGNATION -  N 378 B CO
 JO0434  PID         -  JO0434
 JO0434  STATE/COUNTY-  UT/BEAVER
 JO0434  COUNTRY     -  US
 JO0434  USGS QUAD   -  WAH WAH SUMMIT (2017)
 JO0434
 JO0434                         *CURRENT SURVEY CONTROL
 JO0434  ______________________________________________________________________
 JO0434* NAD 83(1986) POSITION- 38 30 30.     (N) 113 35 22.     (W)   SCALED
 JO0434* NAVD 88 ORTHO HEIGHT -  1808.249 (meters)     5932.56  (feet) ADJUSTED
 JO0434  ______________________________________________________________________
 JO0434  GEOID HEIGHT    -        -21.097 (meters)                     GEOID18
 JO0434  DYNAMIC HEIGHT  -       1806.278 (meters)     5926.10  (feet) COMP
 JO0434  MODELED GRAVITY -    979,474.7   (mgal)                       NAVD 88
 JO0434
 JO0434  VERT ORDER      -  FIRST     CLASS II
 JO0434
 JO0434.The horizontal coordinates were scaled from a map and have
 JO0434.an estimated accuracy of +/- 6 seconds.
 JO0434
 JO0434.The orthometric height was determined by differential leveling and
 JO0434.adjusted by the NATIONAL GEODETIC SURVEY
 JO0434.in June 1991.
 JO0434
 JO0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0434.GEOID18 height accuracy estimate available here.
 JO0434
 JO0434.Click photographs - Photos may exist for this station.
 JO0434
 JO0434.The dynamic height is computed by dividing the NAVD 88
 JO0434.geopotential number by the normal gravity value computed on the
 JO0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0434.degrees latitude (g = 980.6199 gals.).
 JO0434
 JO0434.The modeled gravity was interpolated from observed gravity values.
 JO0434
 JO0434;                    North         East    Units  Estimated Accuracy
 JO0434;SPC UT S     - 3,206,440.      317,760.      MT  (+/- 180 meters Scaled)
 JO0434
 JO0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH742653(NAD 83)
 JO0434
 JO0434                          SUPERSEDED SURVEY CONTROL
 JO0434
 JO0434.No superseded survey control is available for this station.
 JO0434
 JO0434_MARKER: DB = BENCH MARK DISK
 JO0434_SETTING: 66 = SET IN ROCK OUTCROP
 JO0434_STAMPING: N 378 1984
 JO0434_MARK LOGO: NGS
 JO0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0434+STABILITY: POSITION/ELEVATION WELL
 JO0434
 JO0434  HISTORY     - Date     Condition        Report By
 JO0434  HISTORY     - 1984     MONUMENTED       NGS
 JO0434
 JO0434                          STATION DESCRIPTION
 JO0434
 JO0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0434'55.3 KM (34.6 MI) WEST FROM MILFORD.
 JO0434'55.35 KM (34.6 MI) WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 JO0434'STATE HIGHWAY 257 AT MILFORD, IN TOP OF AND 1.8 METERS (6 FT)
 JO0434'NORTHWEST OF THE SOUTHEAST END OF A MASSIVE PORTION OF LIMESTONE
 JO0434'OUTCROP FLUSH WITH THE SURFACE OF THE GROUND AT THE BASE OF A ROCK
 JO0434'KNOLL, 0.7 KM (0.45 MI) NORTHEAST OF MILEPOST 42, 0.1 KM (0.05 MI)
 JO0434'NORTHEAST OF THE NORTHEAST END OF A CURVE, 10.2 METERS (33.5 FT)
 JO0434'NORTHWEST OF THE HIGHWAY CENTERLINE AND 16.1 METERS (53 FT) SOUTHWEST
 JO0434'OF THE SOUTHWEST END OF THE CUT.
 JO0434'THE MARK IS 0.25 METERS  E FROM A WITNESS POST.
 JO0434'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0647 ***********************************************************************
 MS0647  DESIGNATION -  N 378 BE CO
 MS0647  PID         -  MS0647
 MS0647  STATE/COUNTY-  UT/BOX ELDER
 MS0647  COUNTRY     -  US
 MS0647  USGS QUAD   -  WARM SPRING HILLS (2017)
 MS0647
 MS0647                         *CURRENT SURVEY CONTROL
 MS0647  ______________________________________________________________________
 MS0647* NAD 83(1986) POSITION- 41 41 51.     (N) 113 32 05.     (W)   SCALED
 MS0647* NAVD 88 ORTHO HEIGHT -  1596.977 (meters)     5239.42  (feet) ADJUSTED
 MS0647  ______________________________________________________________________
 MS0647  GEOID HEIGHT    -        -15.590 (meters)                     GEOID18
 MS0647  DYNAMIC HEIGHT  -       1595.800 (meters)     5235.55  (feet) COMP
 MS0647  MODELED GRAVITY -    979,830.0   (mgal)                       NAVD 88
 MS0647
 MS0647  VERT ORDER      -  FIRST     CLASS II
 MS0647
 MS0647.The horizontal coordinates were scaled from a map and have
 MS0647.an estimated accuracy of +/- 6 seconds.
 MS0647
 MS0647.The orthometric height was determined by differential leveling and
 MS0647.adjusted by the NATIONAL GEODETIC SURVEY
 MS0647.in June 1991.
 MS0647
 MS0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0647.GEOID18 height accuracy estimate available here.
 MS0647
 MS0647.Click photographs - Photos may exist for this station.
 MS0647
 MS0647.The dynamic height is computed by dividing the NAVD 88
 MS0647.geopotential number by the normal gravity value computed on the
 MS0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0647.degrees latitude (g = 980.6199 gals.).
 MS0647
 MS0647.The modeled gravity was interpolated from observed gravity values.
 MS0647
 MS0647;                    North         East    Units  Estimated Accuracy
 MS0647;SPC UT N     - 1,153,480.      330,640.      MT  (+/- 180 meters Scaled)
 MS0647
 MS0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM890192(NAD 83)
 MS0647
 MS0647                          SUPERSEDED SURVEY CONTROL
 MS0647
 MS0647.No superseded survey control is available for this station.
 MS0647
 MS0647_MARKER: I = METAL ROD
 MS0647_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0647_STAMPING: N 378 1984
 MS0647_MARK LOGO: NGS
 MS0647_PROJECTION: FLUSH
 MS0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0647_ROD/PIPE-DEPTH: 3.3 meters
 MS0647
 MS0647  HISTORY     - Date     Condition        Report By
 MS0647  HISTORY     - 1984     MONUMENTED       NGS
 MS0647
 MS0647                          STATION DESCRIPTION
 MS0647
 MS0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0647'26.1 KM (16.2 MI) SW FROM PARK VALLEY.
 MS0647'26.12 KM (16.24 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0647'AT PARK VALLEY, AT A WOOD BRACE IN THE WEST RIGHT OF WAY FENCE,
 MS0647'0.76 KM (0.47 MI) NORTH OF MILEPOST 39, 1.50 KM (0.93 MI) NORTH OF THE
 MS0647'T JUNCTION OF MUDDY RANCH ROAD, 22.6 METERS (74 FT) WEST ACROSS A
 MS0647'BORROW DITCH FROM THE HIGHWAY CENTERLINE, 67.6 METERS (222 FT) SOUTH
 MS0647'OF THE WEST END OF A 48-INCH CORRUGATED METAL PIPE CULVERT, 9.5 METERS
 MS0647'(31 FT) NORTH OF THE NORTH WOODEN BRACE IN THE RIGHT OF WAY FENCE AND
 MS0647'0.6 METER (2 FT) EAST OF THE FENCE.
 MS0647'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 MS0647'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0476 ***********************************************************************
 LN0476  DESIGNATION -  N 379
 LN0476  PID         -  LN0476
 LN0476  STATE/COUNTY-  UT/UINTAH
 LN0476  COUNTRY     -  US
 LN0476  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0476
 LN0476                         *CURRENT SURVEY CONTROL
 LN0476  ______________________________________________________________________
 LN0476* NAD 83(1986) POSITION- 40 42 58.1    (N) 109 29 11.1    (W)   HD_HELD2
 LN0476* NAVD 88 ORTHO HEIGHT -  2534.401 (meters)     8314.95  (feet) ADJUSTED
 LN0476  ______________________________________________________________________
 LN0476  GEOID HEIGHT    -        -14.108 (meters)                     GEOID18
 LN0476  DYNAMIC HEIGHT  -       2531.837 (meters)     8306.54  (feet) COMP
 LN0476  MODELED GRAVITY -    979,520.3   (mgal)                       NAVD 88
 LN0476
 LN0476  VERT ORDER      -  FIRST     CLASS II
 LN0476
 LN0476.The horizontal coordinates were established by autonomous hand held GPS
 LN0476.observations and have an estimated accuracy of +/- 10 meters.
 LN0476
 LN0476.The orthometric height was determined by differential leveling and
 LN0476.adjusted by the NATIONAL GEODETIC SURVEY
 LN0476.in June 1991.
 LN0476
 LN0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0476.GEOID18 height accuracy estimate available here.
 LN0476
 LN0476.Click photographs - Photos may exist for this station.
 LN0476
 LN0476.The dynamic height is computed by dividing the NAVD 88
 LN0476.geopotential number by the normal gravity value computed on the
 LN0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0476.degrees latitude (g = 980.6199 gals.).
 LN0476
 LN0476.The modeled gravity was interpolated from observed gravity values.
 LN0476
 LN0476;                    North         East    Units  Estimated Accuracy
 LN0476;SPC UT C     - 2,266,463.      670,126.      MT  (+/- 10 meters HH2 GPS)
 LN0476
 LN0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL2784108348(NAD 83)
 LN0476
 LN0476                          SUPERSEDED SURVEY CONTROL
 LN0476
 LN0476.No superseded survey control is available for this station.
 LN0476
 LN0476_MARKER: I = METAL ROD
 LN0476_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0476_STAMPING: N 379 1984
 LN0476_MARK LOGO: NGS
 LN0476_PROJECTION: FLUSH
 LN0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0476_ROD/PIPE-DEPTH: 3.4 meters
 LN0476
 LN0476  HISTORY     - Date     Condition        Report By
 LN0476  HISTORY     - 1984     MONUMENTED       NGS
 LN0476  HISTORY     - 20091018 GOOD             GEOCAC
 LN0476
 LN0476                          STATION DESCRIPTION
 LN0476
 LN0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0476'36.6 KM (22.75 MI) NORT FROM VERNAL.
 LN0476'36.6 KM (22.75 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0476'WITH U.S. HIGHWAY 40 IN VERNAL, 0.5 KM (0.3 MI) SOUTHWEST OF MILEPOST
 LN0476'224, 0.9 KM (0.55 MI) SOUTHWEST OF A DIRT ROAD LEADING NORTHWEST TO A
 LN0476'RANGE STUDY AREA, 0.6 KM (0.3 MI) SOUTHWEST OF A TRACK ROAD LEADING
 LN0476'NORTHWEST, AND 16.7 M (54.8 FT) NORTHWEST OF THE CENTERLINE OF THE
 LN0476'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LN0476'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LN0476'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 LN0476
 LN0476                          STATION RECOVERY (2009)
 LN0476
 LN0476'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LN0476'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0450 ***********************************************************************
 HM0450  DESIGNATION -  N 379
 HM0450  PID         -  HM0450
 HM0450  STATE/COUNTY-  UT/SAN JUAN
 HM0450  COUNTRY     -  US
 HM0450  USGS QUAD   -  WICKIUP CANYON (2017)
 HM0450
 HM0450                         *CURRENT SURVEY CONTROL
 HM0450  ______________________________________________________________________
 HM0450* NAD 83(1986) POSITION- 37 19 40.     (N) 109 02 56.     (W)   SCALED
 HM0450* NAVD 88 ORTHO HEIGHT -  1484.254 (meters)     4869.59  (feet) ADJUSTED
 HM0450  ______________________________________________________________________
 HM0450  GEOID HEIGHT    -        -20.484 (meters)                     GEOID18
 HM0450  DYNAMIC HEIGHT  -       1482.557 (meters)     4864.02  (feet) COMP
 HM0450  MODELED GRAVITY -    979,436.3   (mgal)                       NAVD 88
 HM0450
 HM0450  VERT ORDER      -  FIRST     CLASS II
 HM0450
 HM0450.The horizontal coordinates were scaled from a map and have
 HM0450.an estimated accuracy of +/- 6 seconds.
 HM0450
 HM0450.The orthometric height was determined by differential leveling and
 HM0450.adjusted by the NATIONAL GEODETIC SURVEY
 HM0450.in June 1991.
 HM0450
 HM0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0450.GEOID18 height accuracy estimate available here.
 HM0450
 HM0450.Click photographs - Photos may exist for this station.
 HM0450
 HM0450.The dynamic height is computed by dividing the NAVD 88
 HM0450.geopotential number by the normal gravity value computed on the
 HM0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0450.degrees latitude (g = 980.6199 gals.).
 HM0450
 HM0450.The modeled gravity was interpolated from observed gravity values.
 HM0450
 HM0450;                    North         East    Units  Estimated Accuracy
 HM0450;SPC UT S     - 3,076,220.      717,210.      MT  (+/- 180 meters Scaled)
 HM0450
 HM0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG728330(NAD 83)
 HM0450
 HM0450                          SUPERSEDED SURVEY CONTROL
 HM0450
 HM0450.No superseded survey control is available for this station.
 HM0450
 HM0450_MARKER: DV = VERTICAL CONTROL DISK
 HM0450_SETTING: 66 = SET IN ROCK OUTCROP
 HM0450_STAMPING: N 379 1984
 HM0450_MARK LOGO: NGS
 HM0450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0450+STABILITY: POSITION/ELEVATION WELL
 HM0450
 HM0450  HISTORY     - Date     Condition        Report By
 HM0450  HISTORY     - 1984     MONUMENTED       NGS
 HM0450
 HM0450                          STATION DESCRIPTION
 HM0450
 HM0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0450'46.0 KM (28.55 MI) WEST FROM CORTEZ CO.
 HM0450'4.1 KM (2.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 160 FROM ITS WEST
 HM0450'JUNCTION WITH U.S. HIGHWAY 666 IN CORTEZ, THENCE 41.9 KM (26.0 MI)
 HM0450'WESTERLY ALONG A PAVED (TURNING TO GRAVEL) ROAD, 0.6 KM (0.35 MI) WEST
 HM0450'OF THE ISMAY TRADING POST, NEAR THE CENTER OF AN 8- BY 10-FOOT EXPOSED
 HM0450'AREA OF OUTCROPPING BEDROCK NEAR THE SOUTHWEST END OF A LEDGE ALONG
 HM0450'THE WEST BANK OF A DRY WASH, 30.9 METERS (101.1 FT) WEST OF THE
 HM0450'NORTHWEST CORNER OF A BRIDGE OVER THE WASH, 30.5 METERS (100.1 FT)
 HM0450'NORTHWEST OF THE CENTER OF THE ROAD, AND 9.5 METERS (31.2 FT)
 HM0450'SOUTHWEST OF THE NORTHEAST END OF THE LEDGE.
 HM0450'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 HM0450'THE MARK IS 2.0 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0021 ***********************************************************************
 LQ0021  DESIGNATION -  N 38
 LQ0021  PID         -  LQ0021
 LQ0021  STATE/COUNTY-  UT/TOOELE
 LQ0021  COUNTRY     -  US
 LQ0021  USGS QUAD   -  WENDOVER (2017)
 LQ0021
 LQ0021                         *CURRENT SURVEY CONTROL
 LQ0021  ______________________________________________________________________
 LQ0021* NAD 83(1986) POSITION- 40 43 55.     (N) 114 02 36.     (W)   SCALED
 LQ0021* NAVD 88 ORTHO HEIGHT -  1300.643 (meters)     4267.19  (feet) ADJUSTED
 LQ0021  ______________________________________________________________________
 LQ0021  GEOID HEIGHT    -        -18.119 (meters)                     GEOID18
 LQ0021  DYNAMIC HEIGHT  -       1299.657 (meters)     4263.96  (feet) COMP
 LQ0021  MODELED GRAVITY -    979,821.4   (mgal)                       NAVD 88
 LQ0021
 LQ0021  VERT ORDER      -  SECOND    CLASS 0
 LQ0021
 LQ0021.The horizontal coordinates were scaled from a map and have
 LQ0021.an estimated accuracy of +/- 6 seconds.
 LQ0021
 LQ0021.The orthometric height was determined by differential leveling and
 LQ0021.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0021.in June 1991.
 LQ0021
 LQ0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0021.GEOID18 height accuracy estimate available here.
 LQ0021
 LQ0021.Click photographs - Photos may exist for this station.
 LQ0021
 LQ0021.The dynamic height is computed by dividing the NAVD 88
 LQ0021.geopotential number by the normal gravity value computed on the
 LQ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0021.degrees latitude (g = 980.6199 gals.).
 LQ0021
 LQ0021.The modeled gravity was interpolated from observed gravity values.
 LQ0021
 LQ0021;                    North         East    Units  Estimated Accuracy
 LQ0021;SPC UT C     - 2,269,360.      285,180.      MT  (+/- 180 meters Scaled)
 LQ0021
 LQ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF496132(NAD 83)
 LQ0021
 LQ0021                          SUPERSEDED SURVEY CONTROL
 LQ0021
 LQ0021  NGVD 29 (??/??/92) 1299.70   (m)         4264.1    (f) COMPUTED    2 0
 LQ0021
 LQ0021.Superseded values are not recommended for survey control.
 LQ0021
 LQ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0021.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0021
 LQ0021_MARKER: DB = BENCH MARK DISK
 LQ0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0021_STAMPING: N 38 1934
 LQ0021_MARK LOGO: CGS
 LQ0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0021+STABILITY: SURFACE MOTION
 LQ0021
 LQ0021  HISTORY     - Date     Condition        Report By
 LQ0021  HISTORY     - 1934     MONUMENTED       CGS
 LQ0021  HISTORY     - 1957     MARK NOT FOUND   CGS
 LQ0021
 LQ0021                          STATION DESCRIPTION
 LQ0021
 LQ0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0021'IN WENDOVER.
 LQ0021'AT WENDOVER, ON THE WESTERN PACIFIC RAILROAD, 195 FEET EAST OF THE
 LQ0021'UTAH-NEVADA STATE LINE, 750 FEET WEST OF THE STANDARD OIL CO. PLANT IN
 LQ0021'1934, AT THE SOUTH EDGE OF A DIM WAGON ROAD, AND 54 FEET SOUTH OF THE
 LQ0021'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED N 38 1934 AND SET
 LQ0021'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0597 ***********************************************************************
 MS0597  DESIGNATION -  N 380
 MS0597  PID         -  MS0597
 MS0597  STATE/COUNTY-  UT/BOX ELDER
 MS0597  COUNTRY     -  US
 MS0597  USGS QUAD   -  LAKE RIDGE (2017)
 MS0597
 MS0597                         *CURRENT SURVEY CONTROL
 MS0597  ______________________________________________________________________
 MS0597* NAD 83(1986) POSITION- 41 42 50.0    (N) 112 43 34.2    (W)   HD_HELD2
 MS0597* NAVD 88 ORTHO HEIGHT -  1287.741 (meters)     4224.86  (feet) ADJUSTED
 MS0597  ______________________________________________________________________
 MS0597  GEOID HEIGHT    -        -15.642 (meters)                     GEOID18
 MS0597  DYNAMIC HEIGHT  -       1286.884 (meters)     4222.05  (feet) COMP
 MS0597  MODELED GRAVITY -    979,912.7   (mgal)                       NAVD 88
 MS0597
 MS0597  VERT ORDER      -  FIRST     CLASS II
 MS0597
 MS0597.The horizontal coordinates were established by autonomous hand held GPS
 MS0597.observations and have an estimated accuracy of +/- 10 meters.
 MS0597
 MS0597.The orthometric height was determined by differential leveling and
 MS0597.adjusted by the NATIONAL GEODETIC SURVEY
 MS0597.in June 1991.
 MS0597
 MS0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0597.GEOID18 height accuracy estimate available here.
 MS0597
 MS0597.Click photographs - Photos may exist for this station.
 MS0597
 MS0597.The dynamic height is computed by dividing the NAVD 88
 MS0597.geopotential number by the normal gravity value computed on the
 MS0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0597.degrees latitude (g = 980.6199 gals.).
 MS0597
 MS0597.The modeled gravity was interpolated from observed gravity values.
 MS0597
 MS0597;                    North         East    Units  Estimated Accuracy
 MS0597;SPC UT N     - 1,154,035.      397,962.      MT  (+/- 10 meters HH2 GPS)
 MS0597
 MS0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM5640119450(NAD 83)
 MS0597
 MS0597                          SUPERSEDED SURVEY CONTROL
 MS0597
 MS0597.No superseded survey control is available for this station.
 MS0597
 MS0597_MARKER: I = METAL ROD
 MS0597_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0597_STAMPING: N 380 1984
 MS0597_MARK LOGO: NGS
 MS0597_PROJECTION: FLUSH
 MS0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0597_ROD/PIPE-DEPTH: 3.3 meters
 MS0597
 MS0597  HISTORY     - Date     Condition        Report By
 MS0597  HISTORY     - 1984     MONUMENTED       NGS
 MS0597
 MS0597                          STATION DESCRIPTION
 MS0597
 MS0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0597'21.0 KM (13.1 MI) NW FROM PROMONTORY.
 MS0597'1.58 KM (0.98 MI) NORTH ALONG A PAVED ROAD FROM THE GOLDEN SPIKE
 MS0597'MONUMENT IN PROMONTORY, THENCE 19.45 KM (12.09 MI) WEST ALONG A GRAVEL
 MS0597'ROAD, AT THE TOP OF A LOW FLAT, AT THE APPROXMATE CENTER OF AN S CURVE
 MS0597'0.25 KM (0.15 MI) NORTHWEST OF THE SOUTH END OF A SMALL RESEVOIR AND
 MS0597'17.7 METERS (58 FT) NORTHEAST OF THE CENTER OF THE ROAD.
 MS0597'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 MS0597'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0678 ***********************************************************************
 MS0678  DESIGNATION -  N 381
 MS0678  PID         -  MS0678
 MS0678  STATE/COUNTY-  UT/BOX ELDER
 MS0678  COUNTRY     -  US
 MS0678  USGS QUAD   -  LUCIN (2017)
 MS0678
 MS0678                         *CURRENT SURVEY CONTROL
 MS0678  ______________________________________________________________________
 MS0678* NAD 83(1986) POSITION- 41 22 13.     (N) 113 59 08.     (W)   SCALED
 MS0678* NAVD 88 ORTHO HEIGHT -  1395.969 (meters)     4579.94  (feet) ADJUSTED
 MS0678  ______________________________________________________________________
 MS0678  GEOID HEIGHT    -        -16.671 (meters)                     GEOID18
 MS0678  DYNAMIC HEIGHT  -       1394.952 (meters)     4576.60  (feet) COMP
 MS0678  MODELED GRAVITY -    979,846.8   (mgal)                       NAVD 88
 MS0678
 MS0678  VERT ORDER      -  FIRST     CLASS II
 MS0678
 MS0678.The horizontal coordinates were scaled from a map and have
 MS0678.an estimated accuracy of +/- 6 seconds.
 MS0678
 MS0678.The orthometric height was determined by differential leveling and
 MS0678.adjusted by the NATIONAL GEODETIC SURVEY
 MS0678.in June 1991.
 MS0678
 MS0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0678.GEOID18 height accuracy estimate available here.
 MS0678
 MS0678.Click photographs - Photos may exist for this station.
 MS0678
 MS0678.The dynamic height is computed by dividing the NAVD 88
 MS0678.geopotential number by the normal gravity value computed on the
 MS0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0678.degrees latitude (g = 980.6199 gals.).
 MS0678
 MS0678.The modeled gravity was interpolated from observed gravity values.
 MS0678
 MS0678;                    North         East    Units  Estimated Accuracy
 MS0678;SPC UT N     - 1,118,130.      292,090.      MT  (+/- 180 meters Scaled)
 MS0678
 MS0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL503841(NAD 83)
 MS0678
 MS0678                          SUPERSEDED SURVEY CONTROL
 MS0678
 MS0678.No superseded survey control is available for this station.
 MS0678
 MS0678_MARKER: I = METAL ROD
 MS0678_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0678_STAMPING: N 381 1984
 MS0678_MARK LOGO: NGS
 MS0678_PROJECTION: FLUSH
 MS0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0678_ROD/PIPE-DEPTH: 12.2 meters
 MS0678
 MS0678  HISTORY     - Date     Condition        Report By
 MS0678  HISTORY     - 1984     MONUMENTED       NGS
 MS0678
 MS0678                          STATION DESCRIPTION
 MS0678
 MS0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0678'21.5 KM (13.4 MI) NE FROM MONTELLO NV.
 MS0678'21.49 KM (13.36 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 MS0678'THE POST OFFICE AT MONTELLO, IN LINE WITH A ROW OF TELEPHONE POLES AND
 MS0678'ON THE OUTSIDE OF THE WEST END OF A LONG CURVE, 0.12 KM (0.07 MI)
 MS0678'NORTHEAST OF RAILROAD MILEPOLE 675, 24.4 METERS (80 FT) NORTHWEST OF
 MS0678'THE NORTHWEST RAIL, 36.9 METERS (121 FT) SOUTHEAST OF A FENCE AND
 MS0678'1.4 METERS (4.5 FT) NORTHEAST OF TELEPHONE POLE 62 B.
 MS0678'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 MS0678'THE MARK IS 0.5 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0391 ***********************************************************************
 LN0391  DESIGNATION -  N 383
 LN0391  PID         -  LN0391
 LN0391  STATE/COUNTY-  UT/UINTAH
 LN0391  COUNTRY     -  US
 LN0391  USGS QUAD   -  SNAKE JOHN REEF (2017)
 LN0391
 LN0391                         *CURRENT SURVEY CONTROL
 LN0391  ______________________________________________________________________
 LN0391* NAD 83(1986) POSITION- 40 17 02.4    (N) 109 06 47.8    (W)   HD_HELD2
 LN0391* NAVD 88 ORTHO HEIGHT -  1631.772 (meters)     5353.57  (feet) ADJUSTED
 LN0391  ______________________________________________________________________
 LN0391  GEOID HEIGHT    -        -16.594 (meters)                     GEOID18
 LN0391  DYNAMIC HEIGHT  -       1630.292 (meters)     5348.72  (feet) COMP
 LN0391  MODELED GRAVITY -    979,661.6   (mgal)                       NAVD 88
 LN0391
 LN0391  VERT ORDER      -  FIRST     CLASS II
 LN0391
 LN0391.The horizontal coordinates were established by autonomous hand held GPS
 LN0391.observations and have an estimated accuracy of +/- 10 meters.
 LN0391
 LN0391.The orthometric height was determined by differential leveling and
 LN0391.adjusted by the NATIONAL GEODETIC SURVEY
 LN0391.in June 1991.
 LN0391
 LN0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0391.GEOID18 height accuracy estimate available here.
 LN0391
 LN0391.Click photographs - Photos may exist for this station.
 LN0391
 LN0391.The dynamic height is computed by dividing the NAVD 88
 LN0391.geopotential number by the normal gravity value computed on the
 LN0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0391.degrees latitude (g = 980.6199 gals.).
 LN0391
 LN0391.The modeled gravity was interpolated from observed gravity values.
 LN0391
 LN0391;                    North         East    Units  Estimated Accuracy
 LN0391;SPC UT C     - 2,219,271.      702,926.      MT  (+/- 10 meters HH2 GPS)
 LN0391
 LN0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK6038560986(NAD 83)
 LN0391
 LN0391                          SUPERSEDED SURVEY CONTROL
 LN0391
 LN0391.No superseded survey control is available for this station.
 LN0391
 LN0391_MARKER: I = METAL ROD
 LN0391_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0391_STAMPING: N 383 1984
 LN0391_MARK LOGO: NGS
 LN0391_PROJECTION: FLUSH
 LN0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0391_ROD/PIPE-DEPTH: 16.2 meters
 LN0391
 LN0391  HISTORY     - Date     Condition        Report By
 LN0391  HISTORY     - 1984     MONUMENTED       NGS
 LN0391
 LN0391                          STATION DESCRIPTION
 LN0391
 LN0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0391'22.0 KM (13.7 MI) SE FROM JENSEN.
 LN0391'22.0 KM (13.65 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 40 FROM THE POST
 LN0391'OFFICE IN JENSEN, 0.6 KM (0.35 MI) WEST OF MILEPOST 173, 32.1 M (105.3
 LN0391'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 12.7 M (41.7 FT) WEST
 LN0391'OF THE CENTER OF A DIRT ROAD LEADING SOUTH.  NOTE--ACCESS TO DATUM
 LN0391'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LN0391'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LN0391'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0435 ***********************************************************************
 LN0435  DESIGNATION -  N 385
 LN0435  PID         -  LN0435
 LN0435  STATE/COUNTY-  UT/DAGGETT
 LN0435  COUNTRY     -  US
 LN0435  USGS QUAD   -  MANILA (2017)
 LN0435
 LN0435                         *CURRENT SURVEY CONTROL
 LN0435  ______________________________________________________________________
 LN0435* NAD 83(1986) POSITION- 40 54 37.     (N) 109 41 43.     (W)   SCALED
 LN0435* NAVD 88 ORTHO HEIGHT -  2132.536 (meters)     6996.50  (feet) ADJUSTED
 LN0435  ______________________________________________________________________
 LN0435  GEOID HEIGHT    -        -13.557 (meters)                     GEOID18
 LN0435  DYNAMIC HEIGHT  -       2130.659 (meters)     6990.34  (feet) COMP
 LN0435  MODELED GRAVITY -    979,666.3   (mgal)                       NAVD 88
 LN0435
 LN0435  VERT ORDER      -  FIRST     CLASS II
 LN0435
 LN0435.The horizontal coordinates were scaled from a map and have
 LN0435.an estimated accuracy of +/- 6 seconds.
 LN0435
 LN0435.The orthometric height was determined by differential leveling and
 LN0435.adjusted by the NATIONAL GEODETIC SURVEY
 LN0435.in June 1991.
 LN0435
 LN0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0435.GEOID18 height accuracy estimate available here.
 LN0435
 LN0435.Click photographs - Photos may exist for this station.
 LN0435
 LN0435.The dynamic height is computed by dividing the NAVD 88
 LN0435.geopotential number by the normal gravity value computed on the
 LN0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0435.degrees latitude (g = 980.6199 gals.).
 LN0435
 LN0435.The modeled gravity was interpolated from observed gravity values.
 LN0435
 LN0435;                    North         East    Units  Estimated Accuracy
 LN0435;SPC UT N     - 1,065,650.      652,030.      MT  (+/- 180 meters Scaled)
 LN0435
 LN0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL098296(NAD 83)
 LN0435
 LN0435                          SUPERSEDED SURVEY CONTROL
 LN0435
 LN0435.No superseded survey control is available for this station.
 LN0435
 LN0435_MARKER: DV = VERTICAL CONTROL DISK
 LN0435_SETTING: 66 = SET IN ROCK OUTCROP
 LN0435_STAMPING: N 385 1984
 LN0435_MARK LOGO: NGS
 LN0435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0435+STABILITY: POSITION/ELEVATION WELL
 LN0435
 LN0435  HISTORY     - Date     Condition        Report By
 LN0435  HISTORY     - 1984     MONUMENTED       NGS
 LN0435
 LN0435                          STATION DESCRIPTION
 LN0435
 LN0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0435'15.7 KM (9.75 MI) SOUTH FROM MANILA.
 LN0435'15.7 KM (9.75 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0435'WITH STATE HIGHWAY 43 IN MANILA, 0.2 KM (0.1 MI) SOUTH OF MILEPOST 18,
 LN0435'IN TOP OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 92.0 M
 LN0435'301.8 FT) NORTH OF THE SOUTH END OF A GUARD RAIL, 9.2 M (30.2 FT) WEST
 LN0435'OF THE CENTERLINE OF THE HIGHWAY, AND 6.0 M (19.7 FT) SOUTH OF THE
 LN0435'NORTH END OF THE BEDROCK.
 LN0435'THE MARK IS 1.6 METERS  NNE FROM  A WITNESS POST
 LN0435'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0453 ***********************************************************************
 LN0453  DESIGNATION -  N 386
 LN0453  PID         -  LN0453
 LN0453  STATE/COUNTY-  UT/DAGGETT
 LN0453  COUNTRY     -  US
 LN0453  USGS QUAD   -  EAST PARK RESERVOIR (2017)
 LN0453
 LN0453                         *CURRENT SURVEY CONTROL
 LN0453  ______________________________________________________________________
 LN0453* NAD 83(1986) POSITION- 40 50 59.     (N) 109 35 02.     (W)   SCALED
 LN0453* NAVD 88 ORTHO HEIGHT -  2388.358 (meters)     7835.80  (feet) ADJUSTED
 LN0453  ______________________________________________________________________
 LN0453  GEOID HEIGHT    -        -13.553 (meters)                     GEOID18
 LN0453  DYNAMIC HEIGHT  -       2386.080 (meters)     7828.33  (feet) COMP
 LN0453  MODELED GRAVITY -    979,583.3   (mgal)                       NAVD 88
 LN0453
 LN0453  VERT ORDER      -  FIRST     CLASS II
 LN0453
 LN0453.The horizontal coordinates were scaled from a map and have
 LN0453.an estimated accuracy of +/- 6 seconds.
 LN0453
 LN0453.The orthometric height was determined by differential leveling and
 LN0453.adjusted by the NATIONAL GEODETIC SURVEY
 LN0453.in June 1991.
 LN0453
 LN0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0453.GEOID18 height accuracy estimate available here.
 LN0453
 LN0453.Click photographs - Photos may exist for this station.
 LN0453
 LN0453.The dynamic height is computed by dividing the NAVD 88
 LN0453.geopotential number by the normal gravity value computed on the
 LN0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0453.degrees latitude (g = 980.6199 gals.).
 LN0453
 LN0453.The modeled gravity was interpolated from observed gravity values.
 LN0453
 LN0453;                    North         East    Units  Estimated Accuracy
 LN0453;SPC UT N     - 1,059,130.      661,560.      MT  (+/- 180 meters Scaled)
 LN0453
 LN0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL193230(NAD 83)
 LN0453
 LN0453                          SUPERSEDED SURVEY CONTROL
 LN0453
 LN0453.No superseded survey control is available for this station.
 LN0453
 LN0453_MARKER: DV = VERTICAL CONTROL DISK
 LN0453_SETTING: 66 = SET IN ROCK OUTCROP
 LN0453_STAMPING: N 386 1984
 LN0453_MARK LOGO: NGS
 LN0453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0453+STABILITY: POSITION/ELEVATION WELL
 LN0453
 LN0453  HISTORY     - Date     Condition        Report By
 LN0453  HISTORY     - 1984     MONUMENTED       NGS
 LN0453
 LN0453                          STATION DESCRIPTION
 LN0453
 LN0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0453'35.2 KM (21.85 MI) SOUT FROM MANILA.
 LN0453'35.2 KM (21.85 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0453'WITH STATE HIGHWAY 43 IN MANILA, SET IN THE NORTHEASTERLY 1/4 OF A 10
 LN0453'BY 12 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.2 KM (0.1 MI) EAST
 LN0453'OF THE WEST FORK OF EAGLE CREEK, 0.5 KM (0.3 MI) NORTHEAST OF THE
 LN0453'CENTER FORK OF EAGLE CREEK, 39.7 M (130.2 FT) NORTHEAST OF THE
 LN0453'SOUTHWEST END OF A HIGHWAY CUT, AND 9.6 M (31.5 FT) NORTH-NORTHWEST OF
 LN0453'THE CENTERLINE OF THE HIGHWAY.
 LN0453'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LN0453'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0048 ***********************************************************************
 KN0048  DESIGNATION -  N 39
 KN0048  PID         -  KN0048
 KN0048  STATE/COUNTY-  UT/EMERY
 KN0048  COUNTRY     -  US
 KN0048  USGS QUAD   -  DRY MESA (2017)
 KN0048
 KN0048                         *CURRENT SURVEY CONTROL
 KN0048  ______________________________________________________________________
 KN0048* NAD 83(1986) POSITION- 39 09 03.     (N) 110 29 23.     (W)   SCALED
 KN0048* NAVD 88 ORTHO HEIGHT -  1653.916 (meters)     5426.22  (feet) ADJUSTED
 KN0048  ______________________________________________________________________
 KN0048  GEOID HEIGHT    -        -18.848 (meters)                     GEOID18
 KN0048  DYNAMIC HEIGHT  -       1652.244 (meters)     5420.74  (feet) COMP
 KN0048  MODELED GRAVITY -    979,558.9   (mgal)                       NAVD 88
 KN0048
 KN0048  VERT ORDER      -  SECOND    CLASS 0
 KN0048
 KN0048.The horizontal coordinates were scaled from a map and have
 KN0048.an estimated accuracy of +/- 6 seconds.
 KN0048
 KN0048.The orthometric height was determined by differential leveling and
 KN0048.adjusted by the NATIONAL GEODETIC SURVEY
 KN0048.in June 1991.
 KN0048
 KN0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0048.GEOID18 height accuracy estimate available here.
 KN0048
 KN0048.Click photographs - Photos may exist for this station.
 KN0048
 KN0048.The dynamic height is computed by dividing the NAVD 88
 KN0048.geopotential number by the normal gravity value computed on the
 KN0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0048.degrees latitude (g = 980.6199 gals.).
 KN0048
 KN0048.The modeled gravity was interpolated from observed gravity values.
 KN0048
 KN0048;                    North         East    Units  Estimated Accuracy
 KN0048;SPC UT C     - 2,091,250.      587,330.      MT  (+/- 180 meters Scaled)
 KN0048
 KN0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ440336(NAD 83)
 KN0048
 KN0048                          SUPERSEDED SURVEY CONTROL
 KN0048
 KN0048  NGVD 29 (??/??/92) 1652.832  (m)         5422.67   (f) ADJ UNCH    2 0
 KN0048
 KN0048.Superseded values are not recommended for survey control.
 KN0048
 KN0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0048.See file dsdata.pdf to determine how the superseded data were derived.
 KN0048
 KN0048_MARKER: DB = BENCH MARK DISK
 KN0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0048_STAMPING: N 39 1934
 KN0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0048+STABILITY: SURFACE MOTION
 KN0048
 KN0048  HISTORY     - Date     Condition        Report By
 KN0048  HISTORY     - 1934     MONUMENTED       CGS
 KN0048  HISTORY     - 1970     GOOD             USGS
 KN0048
 KN0048                          STATION DESCRIPTION
 KN0048
 KN0048'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KN0048'26.8 MI W FROM GREEN RIVER.
 KN0048'FROM SEC. COR. 12/19S/12E GO 1.3 MI. EAST ALONG COUNTY RD. TO A ROAD
 KN0048'FR. SE, TURN RIGHT AND GO SE ALONG JEEP TRAIL FOR 2.2 MILES TO BIG
 KN0048'HOLE WASH LEAVE JEEP TRAIL AND GO WEST ACROSS COUNTRY FOR 0.8 MILE TO
 KN0048'BM IN CLEARING, AND SET IN A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0257 ***********************************************************************
 JO0257  DESIGNATION -  N 4
 JO0257  PID         -  JO0257
 JO0257  STATE/COUNTY-  UT/MILLARD
 JO0257  COUNTRY     -  US
 JO0257  USGS QUAD   -  BORDEN (2017)
 JO0257
 JO0257                         *CURRENT SURVEY CONTROL
 JO0257  ______________________________________________________________________
 JO0257* NAD 83(1986) POSITION- 38 57 37.3    (N) 112 48 09.1    (W)   HD_HELD2
 JO0257* NAVD 88 ORTHO HEIGHT -  1451.747 (meters)     4762.94  (feet) ADJUSTED
 JO0257  ______________________________________________________________________
 JO0257  GEOID HEIGHT    -        -20.089 (meters)                     GEOID18
 JO0257  DYNAMIC HEIGHT  -       1450.349 (meters)     4758.35  (feet) COMP
 JO0257  MODELED GRAVITY -    979,614.4   (mgal)                       NAVD 88
 JO0257
 JO0257  VERT ORDER      -  FIRST     CLASS I
 JO0257
 JO0257.The horizontal coordinates were established by autonomous hand held GPS
 JO0257.observations and have an estimated accuracy of +/- 10 meters.
 JO0257
 JO0257.The orthometric height was determined by differential leveling and
 JO0257.adjusted by the NATIONAL GEODETIC SURVEY
 JO0257.in June 1991.
 JO0257
 JO0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0257.GEOID18 height accuracy estimate available here.
 JO0257
 JO0257.Click photographs - Photos may exist for this station.
 JO0257
 JO0257.The dynamic height is computed by dividing the NAVD 88
 JO0257.geopotential number by the normal gravity value computed on the
 JO0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0257.degrees latitude (g = 980.6199 gals.).
 JO0257
 JO0257.The modeled gravity was interpolated from observed gravity values.
 JO0257
 JO0257;                    North         East    Units  Estimated Accuracy
 JO0257;SPC UT C     - 2,070,436.      387,106.      MT  (+/- 10 meters HH2 GPS)
 JO0257
 JO0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ4382313922(NAD 83)
 JO0257
 JO0257                          SUPERSEDED SURVEY CONTROL
 JO0257
 JO0257  NGVD 29 (??/??/92) 1450.653  (m)         4759.35   (f) ADJ UNCH    1 1
 JO0257
 JO0257.Superseded values are not recommended for survey control.
 JO0257
 JO0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0257.See file dsdata.pdf to determine how the superseded data were derived.
 JO0257
 JO0257_MARKER: P = PIPE CAP
 JO0257_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JO0257_STAMPING: ELEV. 4759.351 FT.
 JO0257_MARK LOGO: CGS
 JO0257_MAGNETIC: P = MARKER IS A STEEL PIPE
 JO0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0257+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2012
 JO0257
 JO0257  HISTORY     - Date     Condition        Report By
 JO0257  HISTORY     - 1908     MONUMENTED       CGS
 JO0257  HISTORY     - 1970     GOOD             NGS
 JO0257  HISTORY     - 20120229 GOOD             GEOCAC
 JO0257
 JO0257                          STATION DESCRIPTION
 JO0257
 JO0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0257'20.1 MI NE FROM BLACK ROCK.
 JO0257'20.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JO0257'AT BLACK ROCK, 1/2 POLE SOUTHWEST OF MILEPOLE 619.50, 107.8 FEET
 JO0257'SOUTHEAST OF THE SOUTHEAST RAIL, 39 FEET EAST OF A TELEPHONE POLE,
 JO0257'10.9 FEET SOUTHEAST OF A FENCE, 1.0 FOOT NORTHEAST OF A WITNESS POST,
 JO0257'ABOUT 1 FOOT LOWER THAN THE TRACK, AND SCREWED ON THE TOP OF A 3
 JO0257'1/2-INCH IRON PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JO0257
 JO0257                          STATION RECOVERY (2012)
 JO0257
 JO0257'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 JO0257'WP T POST IS BROKEN OFF AND FLAT ON THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0245 ***********************************************************************
 KN0245  DESIGNATION -  N 40
 KN0245  PID         -  KN0245
 KN0245  STATE/COUNTY-  UT/EMERY
 KN0245  COUNTRY     -  US
 KN0245  USGS QUAD   -  CASTLE DALE (2017)
 KN0245
 KN0245                         *CURRENT SURVEY CONTROL
 KN0245  ______________________________________________________________________
 KN0245* NAD 83(1986) POSITION- 39 07 56.     (N) 111 05 50.     (W)   SCALED
 KN0245* NAVD 88 ORTHO HEIGHT -  1810.145 (meters)     5938.78  (feet) ADJUSTED
 KN0245  ______________________________________________________________________
 KN0245  GEOID HEIGHT    -        -17.391 (meters)                     GEOID18
 KN0245  DYNAMIC HEIGHT  -       1808.286 (meters)     5932.69  (feet) COMP
 KN0245  MODELED GRAVITY -    979,536.1   (mgal)                       NAVD 88
 KN0245
 KN0245  VERT ORDER      -  SECOND    CLASS 0
 KN0245
 KN0245.The horizontal coordinates were scaled from a map and have
 KN0245.an estimated accuracy of +/- 6 seconds.
 KN0245
 KN0245.The orthometric height was determined by differential leveling and
 KN0245.adjusted by the NATIONAL GEODETIC SURVEY
 KN0245.in June 1991.
 KN0245
 KN0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0245.GEOID18 height accuracy estimate available here.
 KN0245
 KN0245.Click photographs - Photos may exist for this station.
 KN0245
 KN0245.The dynamic height is computed by dividing the NAVD 88
 KN0245.geopotential number by the normal gravity value computed on the
 KN0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0245.degrees latitude (g = 980.6199 gals.).
 KN0245
 KN0245.The modeled gravity was interpolated from observed gravity values.
 KN0245
 KN0245;                    North         East    Units  Estimated Accuracy
 KN0245;SPC UT C     - 2,088,770.      534,830.      MT  (+/- 180 meters Scaled)
 KN0245
 KN0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ915314(NAD 83)
 KN0245
 KN0245                          SUPERSEDED SURVEY CONTROL
 KN0245
 KN0245  NGVD 29 (??/??/92) 1809.028  (m)         5935.12   (f) ADJ UNCH    2 0
 KN0245
 KN0245.Superseded values are not recommended for survey control.
 KN0245
 KN0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0245.See file dsdata.pdf to determine how the superseded data were derived.
 KN0245
 KN0245_MARKER: DB = BENCH MARK DISK
 KN0245_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0245_SP_SET: IRRIGATION DITCH
 KN0245_STAMPING: N 40 1934
 KN0245_MARK LOGO: CGS
 KN0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0245+STABILITY: SURFACE MOTION
 KN0245
 KN0245  HISTORY     - Date     Condition        Report By
 KN0245  HISTORY     - 1934     MONUMENTED       CGS
 KN0245  HISTORY     - 20180606 MARK NOT FOUND   NGS
 KN0245
 KN0245                          STATION DESCRIPTION
 KN0245
 KN0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0245'IN CLAWSON.
 KN0245'AT THE SOUTH PART OF CLAWSON, EMERY COUNTY, ON STATE HIGHWAY 10, WEST
 KN0245'AND NORTH OF THE FOUR CORNERS AND A SHELL OIL CO. FILLING STATION, AT
 KN0245'AN IRRIGATION DITCH ACROSS THE HIGHWAY, AND IN THE TOP OF THE WEST
 KN0245'CONCRETE HEAD WALL.  A STANDARD DISK, STAMPED N 40 1934.
 KN0245
 KN0245                          STATION RECOVERY (2018)
 KN0245
 KN0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 KN0245'OLD UT 10 IS NOW MAIN ST.  THE MARK WAS AT THE NORTHWEST CORNER WITH
 KN0245'CENTER ST.  THE IRRIGATION DITCH AND HEAD WALL HAVE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0231 ***********************************************************************
 KN0231  DESIGNATION -  N 41
 KN0231  PID         -  KN0231
 KN0231  STATE/COUNTY-  UT/SANPETE
 KN0231  COUNTRY     -  US
 KN0231  USGS QUAD   -  DANISH KNOLL (2017)
 KN0231
 KN0231                         *CURRENT SURVEY CONTROL
 KN0231  ______________________________________________________________________
 KN0231* NAD 83(1986) POSITION- 39 19 44.     (N) 111 25 24.     (W)   SCALED
 KN0231* NAVD 88 ORTHO HEIGHT -  2912.414 (meters)     9555.14  (feet) ADJUSTED
 KN0231  ______________________________________________________________________
 KN0231  GEOID HEIGHT    -        -16.305 (meters)                     GEOID18
 KN0231  DYNAMIC HEIGHT  -       2908.914 (meters)     9543.66  (feet) COMP
 KN0231  MODELED GRAVITY -    979,318.1   (mgal)                       NAVD 88
 KN0231
 KN0231  VERT ORDER      -  SECOND    CLASS 0
 KN0231
 KN0231.The horizontal coordinates were scaled from a map and have
 KN0231.an estimated accuracy of +/- 6 seconds.
 KN0231
 KN0231.The orthometric height was determined by differential leveling and
 KN0231.adjusted by the NATIONAL GEODETIC SURVEY
 KN0231.in June 1991.
 KN0231
 KN0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0231.GEOID18 height accuracy estimate available here.
 KN0231
 KN0231.Click photographs - Photos may exist for this station.
 KN0231
 KN0231.The dynamic height is computed by dividing the NAVD 88
 KN0231.geopotential number by the normal gravity value computed on the
 KN0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0231.degrees latitude (g = 980.6199 gals.).
 KN0231
 KN0231.The modeled gravity was interpolated from observed gravity values.
 KN0231
 KN0231;                    North         East    Units  Estimated Accuracy
 KN0231;SPC UT C     - 2,110,530.      506,610.      MT  (+/- 180 meters Scaled)
 KN0231
 KN0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ635533(NAD 83)
 KN0231
 KN0231                          SUPERSEDED SURVEY CONTROL
 KN0231
 KN0231  NGVD 29 (??/??/92) 2910.970  (m)         9550.41   (f) ADJ UNCH    2 0
 KN0231
 KN0231.Superseded values are not recommended for survey control.
 KN0231
 KN0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0231.See file dsdata.pdf to determine how the superseded data were derived.
 KN0231
 KN0231_MARKER: DB = BENCH MARK DISK
 KN0231_SETTING: 66 = SET IN ROCK OUTCROP
 KN0231_STAMPING: N 41 1934
 KN0231_MARK LOGO: CGS
 KN0231_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0231+STABILITY: POSITION/ELEVATION WELL
 KN0231
 KN0231  HISTORY     - Date     Condition        Report By
 KN0231  HISTORY     - 1934     MONUMENTED       CGS
 KN0231
 KN0231                          STATION DESCRIPTION
 KN0231
 KN0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0231'18.8 MI E FROM EPHRAIM.
 KN0231'ABOUT 18.8 MILES EAST ALONG STATE HIGHWAY 29 AND THE TRAIL TO
 KN0231'ORANGEVILLE FROM THE BANK OF EPHRAIM AT EPHRAIM, SANPETE COUNTY, ABOUT
 KN0231'63 FEET SOUTH OF THE TRAIL, AND IN THE TOP OF A ROCK OUTCROP. A
 KN0231'STANDARD DISK, STAMPED N 41 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0267 ***********************************************************************
 KN0267  DESIGNATION -  N 43
 KN0267  PID         -  KN0267
 KN0267  STATE/COUNTY-  UT/SANPETE
 KN0267  COUNTRY     -  US
 KN0267  USGS QUAD   -  STERLING (2017)
 KN0267
 KN0267                         *CURRENT SURVEY CONTROL
 KN0267  ______________________________________________________________________
 KN0267* NAD 83(1986) POSITION- 39 11 11.     (N) 111 42 49.     (W)   SCALED
 KN0267* NAVD 88 ORTHO HEIGHT -  1630.599 (meters)     5349.72  (feet) ADJUSTED
 KN0267  ______________________________________________________________________
 KN0267  GEOID HEIGHT    -        -17.952 (meters)                     GEOID18
 KN0267  DYNAMIC HEIGHT  -       1628.925 (meters)     5344.23  (feet) COMP
 KN0267  MODELED GRAVITY -    979,544.1   (mgal)                       NAVD 88
 KN0267
 KN0267  VERT ORDER      -  SECOND    CLASS 0
 KN0267
 KN0267.The horizontal coordinates were scaled from a map and have
 KN0267.an estimated accuracy of +/- 6 seconds.
 KN0267
 KN0267.The orthometric height was determined by differential leveling and
 KN0267.adjusted by the NATIONAL GEODETIC SURVEY
 KN0267.in June 1991.
 KN0267
 KN0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0267.GEOID18 height accuracy estimate available here.
 KN0267
 KN0267.Click photographs - Photos may exist for this station.
 KN0267
 KN0267.The dynamic height is computed by dividing the NAVD 88
 KN0267.geopotential number by the normal gravity value computed on the
 KN0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0267.degrees latitude (g = 980.6199 gals.).
 KN0267
 KN0267.The modeled gravity was interpolated from observed gravity values.
 KN0267
 KN0267;                    North         East    Units  Estimated Accuracy
 KN0267;SPC UT C     - 2,094,730.      481,550.      MT  (+/- 180 meters Scaled)
 KN0267
 KN0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ383377(NAD 83)
 KN0267
 KN0267                          SUPERSEDED SURVEY CONTROL
 KN0267
 KN0267  NGVD 29 (??/??/92) 1629.427  (m)         5345.88   (f) ADJ UNCH    2 0
 KN0267
 KN0267.Superseded values are not recommended for survey control.
 KN0267
 KN0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0267.See file dsdata.pdf to determine how the superseded data were derived.
 KN0267
 KN0267_MARKER: DB = BENCH MARK DISK
 KN0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0267_STAMPING: N 43 1934
 KN0267_MARK LOGO: CGS
 KN0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0267+STABILITY: SURFACE MOTION
 KN0267
 KN0267  HISTORY     - Date     Condition        Report By
 KN0267  HISTORY     - 1934     MONUMENTED       CGS
 KN0267
 KN0267                          STATION DESCRIPTION
 KN0267
 KN0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0267'5.1 MI N FROM GUNNISON.
 KN0267'ABOUT 5.1 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0267'FROM THE STATION AT GUNNISON, SANPETE COUNTY, ABOUT 27 RAILS NORTH OF
 KN0267'MILEPOST 68, AT A CROSSING, 12 FEET NORTH OF THE CENTER LINE OF THE
 KN0267'GATEWAY, AND 39 FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED N 43
 KN0267'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0309 ***********************************************************************
 KN0309  DESIGNATION -  N 44
 KN0309  PID         -  KN0309
 KN0309  STATE/COUNTY-  UT/JUAB
 KN0309  COUNTRY     -  US
 KN0309  USGS QUAD   -  NEPHI (2017)
 KN0309
 KN0309                         *CURRENT SURVEY CONTROL
 KN0309  ______________________________________________________________________
 KN0309* NAD 83(1986) POSITION- 39 42 32.     (N) 111 50 30.     (W)   SCALED
 KN0309* NAVD 88 ORTHO HEIGHT -  1560.246 (meters)     5118.91  (feet) ADJUSTED
 KN0309  ______________________________________________________________________
 KN0309  GEOID HEIGHT    -        -17.633 (meters)                     GEOID18
 KN0309  DYNAMIC HEIGHT  -       1558.769 (meters)     5114.06  (feet) COMP
 KN0309  MODELED GRAVITY -    979,625.4   (mgal)                       NAVD 88
 KN0309
 KN0309  VERT ORDER      -  SECOND    CLASS 0
 KN0309
 KN0309.The horizontal coordinates were scaled from a map and have
 KN0309.an estimated accuracy of +/- 6 seconds.
 KN0309
 KN0309.The orthometric height was determined by differential leveling and
 KN0309.adjusted by the NATIONAL GEODETIC SURVEY
 KN0309.in June 1991.
 KN0309
 KN0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0309.GEOID18 height accuracy estimate available here.
 KN0309
 KN0309.Click photographs - Photos may exist for this station.
 KN0309
 KN0309.The dynamic height is computed by dividing the NAVD 88
 KN0309.geopotential number by the normal gravity value computed on the
 KN0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0309.degrees latitude (g = 980.6199 gals.).
 KN0309
 KN0309.The modeled gravity was interpolated from observed gravity values.
 KN0309
 KN0309;                    North         East    Units  Estimated Accuracy
 KN0309;SPC UT C     - 2,152,770.      470,700.      MT  (+/- 180 meters Scaled)
 KN0309
 KN0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ278957(NAD 83)
 KN0309
 KN0309                          SUPERSEDED SURVEY CONTROL
 KN0309
 KN0309  NGVD 29 (??/??/92) 1559.084  (m)         5115.09   (f) ADJ UNCH    2 0
 KN0309
 KN0309.Superseded values are not recommended for survey control.
 KN0309
 KN0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0309.See file dsdata.pdf to determine how the superseded data were derived.
 KN0309
 KN0309_MARKER: DB = BENCH MARK DISK
 KN0309_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KN0309_SP_SET: FLOOR
 KN0309_STAMPING: N 44 1934
 KN0309_MARK LOGO: CGS
 KN0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0309
 KN0309  HISTORY     - Date     Condition        Report By
 KN0309  HISTORY     - 1934     MONUMENTED       CGS
 KN0309
 KN0309                          STATION DESCRIPTION
 KN0309
 KN0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0309'IN NEPHI.
 KN0309'AT NEPHI, JUAB COUNTY, ABOUT 120 FEET SOUTH OF THE UNION PACIFIC
 KN0309'RAILROAD STATION, NEAR MILEPOST 711, 6 FEET WEST OF THE CENTER LINE OF
 KN0309'THE TRACK, AND IN THE TOP OF THE CONCRETE FLOOR AT THE SOUTH END OF A
 KN0309'BRIDGE.  A STANDARD DISK, STAMPED N 44 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0250 ***********************************************************************
 KO0250  DESIGNATION -  N 45
 KO0250  PID         -  KO0250
 KO0250  STATE/COUNTY-  UT/MILLARD
 KO0250  COUNTRY     -  US
 KO0250  USGS QUAD   -  DELTA (2017)
 KO0250
 KO0250                         *CURRENT SURVEY CONTROL
 KO0250  ______________________________________________________________________
 KO0250* NAD 83(1986) POSITION- 39 20 21.     (N) 112 33 59.     (W)   SCALED
 KO0250* NAVD 88 ORTHO HEIGHT -  1411.012 (meters)     4629.30  (feet) ADJUSTED
 KO0250  ______________________________________________________________________
 KO0250  GEOID HEIGHT    -        -19.471 (meters)                     GEOID18
 KO0250  DYNAMIC HEIGHT  -       1409.705 (meters)     4625.01  (feet) COMP
 KO0250  MODELED GRAVITY -    979,652.4   (mgal)                       NAVD 88
 KO0250
 KO0250  VERT ORDER      -  SECOND    CLASS 0
 KO0250
 KO0250.The horizontal coordinates were scaled from a map and have
 KO0250.an estimated accuracy of +/- 6 seconds.
 KO0250
 KO0250.The orthometric height was determined by differential leveling and
 KO0250.adjusted by the NATIONAL GEODETIC SURVEY
 KO0250.in June 1991.
 KO0250
 KO0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0250.GEOID18 height accuracy estimate available here.
 KO0250
 KO0250.Click photographs - Photos may exist for this station.
 KO0250
 KO0250.The dynamic height is computed by dividing the NAVD 88
 KO0250.geopotential number by the normal gravity value computed on the
 KO0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0250.degrees latitude (g = 980.6199 gals.).
 KO0250
 KO0250.The modeled gravity was interpolated from observed gravity values.
 KO0250
 KO0250;                    North         East    Units  Estimated Accuracy
 KO0250;SPC UT C     - 2,112,220.      408,070.      MT  (+/- 180 meters Scaled)
 KO0250
 KO0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ650555(NAD 83)
 KO0250
 KO0250                          SUPERSEDED SURVEY CONTROL
 KO0250
 KO0250  NGVD 29 (??/??/92) 1409.904  (m)         4625.66   (f) ADJ UNCH    2 0
 KO0250
 KO0250.Superseded values are not recommended for survey control.
 KO0250
 KO0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0250.See file dsdata.pdf to determine how the superseded data were derived.
 KO0250
 KO0250_MARKER: DB = BENCH MARK DISK
 KO0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0250_STAMPING: N 45 1934
 KO0250_MARK LOGO: CGS
 KO0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0250+STABILITY: SURFACE MOTION
 KO0250
 KO0250  HISTORY     - Date     Condition        Report By
 KO0250  HISTORY     - 1934     MONUMENTED       CGS
 KO0250
 KO0250                          STATION DESCRIPTION
 KO0250
 KO0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0250'2.0 MI S FROM DELTA.
 KO0250'ABOUT 2.0 MILES SOUTH ALONG THE LOS ANGELES AND SALT LAKE RAILROAD
 KO0250'FROM THE COMMUNITY BUILDING AT DELTA, MILLARD COUNTY, 3 FEET SOUTH OF
 KO0250'MILEPOST 2, 45 FEET WEST OF THE TRACK, AND NEAR THE RIGHT-OF-WAY
 KO0250'FENCE.  A STANDARD DISK, STAMPED N 45 1934 AND SET IN THE TOP OF A
 KO0250'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0253 ***********************************************************************
 JN0253  DESIGNATION -  N 47
 JN0253  PID         -  JN0253
 JN0253  STATE/COUNTY-  UT/GARFIELD
 JN0253  COUNTRY     -  US
 JN0253  USGS QUAD   -  ANTIMONY (2017)
 JN0253
 JN0253                         *CURRENT SURVEY CONTROL
 JN0253  ______________________________________________________________________
 JN0253* NAD 83(1986) POSITION- 38 02 19.     (N) 111 58 38.     (W)   SCALED
 JN0253* NAVD 88 ORTHO HEIGHT -  2016.410 (meters)     6615.51  (feet) ADJUSTED
 JN0253  ______________________________________________________________________
 JN0253  GEOID HEIGHT    -        -18.788 (meters)                     GEOID18
 JN0253  DYNAMIC HEIGHT  -       2014.016 (meters)     6607.65  (feet) COMP
 JN0253  MODELED GRAVITY -    979,370.3   (mgal)                       NAVD 88
 JN0253
 JN0253  VERT ORDER      -  SECOND    CLASS 0
 JN0253
 JN0253.The horizontal coordinates were scaled from a map and have
 JN0253.an estimated accuracy of +/- 6 seconds.
 JN0253
 JN0253.The orthometric height was determined by differential leveling and
 JN0253.adjusted by the NATIONAL GEODETIC SURVEY
 JN0253.in June 1991.
 JN0253
 JN0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0253.GEOID18 height accuracy estimate available here.
 JN0253
 JN0253.Click photographs - Photos may exist for this station.
 JN0253
 JN0253.The dynamic height is computed by dividing the NAVD 88
 JN0253.geopotential number by the normal gravity value computed on the
 JN0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0253.degrees latitude (g = 980.6199 gals.).
 JN0253
 JN0253.The modeled gravity was interpolated from observed gravity values.
 JN0253
 JN0253;                    North         East    Units  Estimated Accuracy
 JN0253;SPC UT S     - 3,152,370.      458,110.      MT  (+/- 180 meters Scaled)
 JN0253
 JN0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH142105(NAD 83)
 JN0253
 JN0253                          SUPERSEDED SURVEY CONTROL
 JN0253
 JN0253  NGVD 29 (??/??/92) 2015.126  (m)         6611.29   (f) ADJ UNCH    2 0
 JN0253
 JN0253.Superseded values are not recommended for survey control.
 JN0253
 JN0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0253.See file dsdata.pdf to determine how the superseded data were derived.
 JN0253
 JN0253_MARKER: DB = BENCH MARK DISK
 JN0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0253_STAMPING: N 47 1934
 JN0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0253+STABILITY: SURFACE MOTION
 JN0253
 JN0253  HISTORY     - Date     Condition        Report By
 JN0253  HISTORY     - 1934     MONUMENTED       CGS
 JN0253  HISTORY     - 1969     MARK NOT FOUND   USGS
 JN0253
 JN0253                          STATION DESCRIPTION
 JN0253
 JN0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0253'8.3 MI S FROM ANTIMONY.
 JN0253'8.3 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE SOUTH EDGE OF
 JN0253'ANTIMONY, GARFIELD COUNTY, AT A ROCKY CANYON, 18 FEET SOUTHWEST OF THE
 JN0253'CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF THE PROPERTY LINE, AND
 JN0253'ABOUT 1.5 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED N 47
 JN0253'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A NEW DITCH HAS
 JN0253'BEEN BUILT ALONG THE WEST SIDE OF THE ROAD.  PERHAPS THIS CORNER WAS
 JN0253'COVERED OR DESTROYED DURING CONSTRUCTION.
 JN0253
 JN0253                          STATION RECOVERY (1969)
 JN0253
 JN0253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JN0253'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0111 ***********************************************************************
 KO0111  DESIGNATION -  N 50
 KO0111  PID         -  KO0111
 KO0111  STATE/COUNTY-  UT/MILLARD
 KO0111  COUNTRY     -  US
 KO0111  USGS QUAD   -  HOLDEN (2017)
 KO0111
 KO0111                         *CURRENT SURVEY CONTROL
 KO0111  ______________________________________________________________________
 KO0111* NAD 83(1986) POSITION- 39 05 30.     (N) 112 16 18.     (W)   SCALED
 KO0111* NAVD 88 ORTHO HEIGHT -  1558.936 (meters)     5114.61  (feet) ADJUSTED
 KO0111  ______________________________________________________________________
 KO0111  GEOID HEIGHT    -        -18.574 (meters)                     GEOID18
 KO0111  DYNAMIC HEIGHT  -       1557.433 (meters)     5109.68  (feet) COMP
 KO0111  MODELED GRAVITY -    979,608.6   (mgal)                       NAVD 88
 KO0111
 KO0111  VERT ORDER      -  SECOND    CLASS 0
 KO0111
 KO0111.The horizontal coordinates were scaled from a map and have
 KO0111.an estimated accuracy of +/- 6 seconds.
 KO0111
 KO0111.The orthometric height was determined by differential leveling and
 KO0111.adjusted by the NATIONAL GEODETIC SURVEY
 KO0111.in June 1991.
 KO0111
 KO0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0111.GEOID18 height accuracy estimate available here.
 KO0111
 KO0111.Click photographs - Photos may exist for this station.
 KO0111
 KO0111.The dynamic height is computed by dividing the NAVD 88
 KO0111.geopotential number by the normal gravity value computed on the
 KO0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0111.degrees latitude (g = 980.6199 gals.).
 KO0111
 KO0111.The modeled gravity was interpolated from observed gravity values.
 KO0111
 KO0111;                    North         East    Units  Estimated Accuracy
 KO0111;SPC UT C     - 2,084,480.      433,240.      MT  (+/- 180 meters Scaled)
 KO0111
 KO0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ900277(NAD 83)
 KO0111
 KO0111                          SUPERSEDED SURVEY CONTROL
 KO0111
 KO0111  NGVD 29 (??/??/92) 1557.83   (m)         5111.0    (f) COMPUTED    2 0
 KO0111
 KO0111.Superseded values are not recommended for survey control.
 KO0111
 KO0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0111.See file dsdata.pdf to determine how the superseded data were derived.
 KO0111
 KO0111_MARKER: DB = BENCH MARK DISK
 KO0111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KO0111_SP_SET: CULVERT
 KO0111_STAMPING: N-40 1934
 KO0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0111
 KO0111  HISTORY     - Date     Condition        Report By
 KO0111  HISTORY     - 1934     MONUMENTED       CGS
 KO0111
 KO0111                          STATION DESCRIPTION
 KO0111
 KO0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0111'IN HOLDEN.
 KO0111'ON HIGHWAY 91 NEAR ENTERING HOLDEN SIGN FROM SOUTH.  IN HEAD-WALL OF
 KO0111'CONCRETE CULVERT.  15 FEET EAST OF CENTER-LINE OF HIGHWAY 91.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0112 ***********************************************************************
 KO0112  DESIGNATION -  N 50 RESET
 KO0112  PID         -  KO0112
 KO0112  STATE/COUNTY-  UT/MILLARD
 KO0112  COUNTRY     -  US
 KO0112  USGS QUAD   -  HOLDEN (2017)
 KO0112
 KO0112                         *CURRENT SURVEY CONTROL
 KO0112  ______________________________________________________________________
 KO0112* NAD 83(1986) POSITION- 39 05 30.     (N) 112 16 18.     (W)   SCALED
 KO0112* NAVD 88 ORTHO HEIGHT -  1558.96  (+/-2cm)     5114.7   (feet) VERTCON3
 KO0112  ______________________________________________________________________
 KO0112  GEOID HEIGHT    -        -18.574 (meters)                     GEOID18
 KO0112  VERT ORDER      -  THIRD (See Below)
 KO0112
 KO0112.The horizontal coordinates were scaled from a map and have
 KO0112.an estimated accuracy of +/- 6 seconds.
 KO0112
 KO0112.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0112
 KO0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0112.GEOID18 height accuracy estimate available here.
 KO0112
 KO0112.The vertical order pertains to the NGVD 29 superseded value.
 KO0112
 KO0112.Click photographs - Photos may exist for this station.
 KO0112
 KO0112;                    North         East    Units  Estimated Accuracy
 KO0112;SPC UT C     - 2,084,480.      433,240.      MT  (+/- 180 meters Scaled)
 KO0112
 KO0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ900277(NAD 83)
 KO0112
 KO0112                          SUPERSEDED SURVEY CONTROL
 KO0112
 KO0112  NGVD 29 (??/??/??) 1557.85   (m)         5111.0    (f) RESET       3  
 KO0112
 KO0112.Superseded values are not recommended for survey control.
 KO0112
 KO0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0112.See file dsdata.pdf to determine how the superseded data were derived.
 KO0112
 KO0112_MARKER: DB = BENCH MARK DISK
 KO0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KO0112_SP_SET: CULVERT
 KO0112_STAMPING: N 50 RESET 1936
 KO0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0112
 KO0112  HISTORY     - Date     Condition        Report By
 KO0112  HISTORY     - 1936     MONUMENTED       CGS
 KO0112
 KO0112                          STATION DESCRIPTION
 KO0112
 KO0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 KO0112'IN HOLDEN.
 KO0112'ON U.S. HIGHWAY 91 JUST SOUTH OF HOLDEN AND IN THE EAST HEADWALL OF A
 KO0112'CONCRETE CULVERT.  THE DISK IS STAMPED N 50 RESET 1936.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0070 ***********************************************************************
 KN0070  DESIGNATION -  N 51
 KN0070  PID         -  KN0070
 KN0070  STATE/COUNTY-  UT/EMERY
 KN0070  COUNTRY     -  US
 KN0070  USGS QUAD   -  HADDEN HOLES (2017)
 KN0070
 KN0070                         *CURRENT SURVEY CONTROL
 KN0070  ______________________________________________________________________
 KN0070* NAD 83(1986) POSITION- 39 14 48.     (N) 110 59 18.     (W)   SCALED
 KN0070* NAVD 88 ORTHO HEIGHT -  1741.573 (meters)     5713.81  (feet) ADJUSTED
 KN0070  ______________________________________________________________________
 KN0070  GEOID HEIGHT    -        -17.371 (meters)                     GEOID18
 KN0070  DYNAMIC HEIGHT  -       1739.832 (meters)     5708.10  (feet) COMP
 KN0070  MODELED GRAVITY -    979,565.9   (mgal)                       NAVD 88
 KN0070
 KN0070  VERT ORDER      -  SECOND    CLASS 0
 KN0070
 KN0070.The horizontal coordinates were scaled from a map and have
 KN0070.an estimated accuracy of +/- 6 seconds.
 KN0070
 KN0070.The orthometric height was determined by differential leveling and
 KN0070.adjusted by the NATIONAL GEODETIC SURVEY
 KN0070.in June 1991.
 KN0070
 KN0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0070.GEOID18 height accuracy estimate available here.
 KN0070
 KN0070.Click photographs - Photos may exist for this station.
 KN0070
 KN0070.The dynamic height is computed by dividing the NAVD 88
 KN0070.geopotential number by the normal gravity value computed on the
 KN0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0070.degrees latitude (g = 980.6199 gals.).
 KN0070
 KN0070.The modeled gravity was interpolated from observed gravity values.
 KN0070
 KN0070;                    North         East    Units  Estimated Accuracy
 KN0070;SPC UT C     - 2,101,520.      544,170.      MT  (+/- 180 meters Scaled)
 KN0070
 KN0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ010441(NAD 83)
 KN0070
 KN0070                          SUPERSEDED SURVEY CONTROL
 KN0070
 KN0070  NGVD 29 (??/??/92) 1740.500  (m)         5710.29   (f) ADJ UNCH    2 0
 KN0070
 KN0070.Superseded values are not recommended for survey control.
 KN0070
 KN0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0070.See file dsdata.pdf to determine how the superseded data were derived.
 KN0070
 KN0070_MARKER: DB = BENCH MARK DISK
 KN0070_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0070_SP_SET: CULVERT HEADWALL
 KN0070_STAMPING: N 51 1934
 KN0070_MARK LOGO: CGS
 KN0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0070+STABILITY: SURFACE MOTION
 KN0070
 KN0070  HISTORY     - Date     Condition        Report By
 KN0070  HISTORY     - 1934     MONUMENTED       CGS
 KN0070  HISTORY     - 1969     MARK NOT FOUND   CGS
 KN0070
 KN0070                          STATION DESCRIPTION
 KN0070
 KN0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0070'3.1 MI N FROM CASTLE DALE.
 KN0070'ABOUT 3.1 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE COUNTY
 KN0070'COURTHOUSE AT CASTLE DALE, EMERY COUNTY, AT THE POINT WHERE THE
 KN0070'HIGHWAY TURNS WEST, AT THE WEST END OF AN IRRIGATION DITCH, AND IN THE
 KN0070'TOP OF THE SOUTH ONE OF TWO CULVERTS.  A STANDARD DISK, STAMPED N 51
 KN0070'1934.
 KN0070
 KN0070                          STATION RECOVERY (1969)
 KN0070
 KN0070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KN0070'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0002 ***********************************************************************
 KN0002  DESIGNATION -  N 52
 KN0002  PID         -  KN0002
 KN0002  STATE/COUNTY-  UT/DUCHESNE
 KN0002  COUNTRY     -  US
 KN0002  USGS QUAD   -  GILSONITE DRAW (2017)
 KN0002
 KN0002                         *CURRENT SURVEY CONTROL
 KN0002  ______________________________________________________________________
 KN0002* NAD 83(1986) POSITION- 39 56 41.     (N) 110 12 25.     (W)   SCALED
 KN0002* NAVD 88 ORTHO HEIGHT -  1988.457 (meters)     6523.80  (feet) ADJUSTED
 KN0002  ______________________________________________________________________
 KN0002  GEOID HEIGHT    -        -17.270 (meters)                     GEOID18
 KN0002  DYNAMIC HEIGHT  -       1986.442 (meters)     6517.19  (feet) COMP
 KN0002  MODELED GRAVITY -    979,541.7   (mgal)                       NAVD 88
 KN0002
 KN0002  VERT ORDER      -  SECOND    CLASS 0
 KN0002
 KN0002.The horizontal coordinates were scaled from a map and have
 KN0002.an estimated accuracy of +/- 6 seconds.
 KN0002
 KN0002.The orthometric height was determined by differential leveling and
 KN0002.adjusted by the NATIONAL GEODETIC SURVEY
 KN0002.in June 1991.
 KN0002
 KN0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0002.GEOID18 height accuracy estimate available here.
 KN0002
 KN0002.Click photographs - Photos may exist for this station.
 KN0002
 KN0002.The dynamic height is computed by dividing the NAVD 88
 KN0002.geopotential number by the normal gravity value computed on the
 KN0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0002.degrees latitude (g = 980.6199 gals.).
 KN0002
 KN0002.The modeled gravity was interpolated from observed gravity values.
 KN0002
 KN0002;                    North         East    Units  Estimated Accuracy
 KN0002;SPC UT C     - 2,179,690.      610,490.      MT  (+/- 180 meters Scaled)
 KN0002
 KN0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK677219(NAD 83)
 KN0002
 KN0002                          SUPERSEDED SURVEY CONTROL
 KN0002
 KN0002  NGVD 29 (??/??/92) 1987.141  (m)         6519.48   (f) ADJ UNCH    2 0
 KN0002
 KN0002.Superseded values are not recommended for survey control.
 KN0002
 KN0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0002.See file dsdata.pdf to determine how the superseded data were derived.
 KN0002
 KN0002_MARKER: DB = BENCH MARK DISK
 KN0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0002_STAMPING: N 52 1934
 KN0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0002+STABILITY: SURFACE MOTION
 KN0002
 KN0002  HISTORY     - Date     Condition        Report By
 KN0002  HISTORY     - 1934     MONUMENTED       CGS
 KN0002
 KN0002                          STATION DESCRIPTION
 KN0002
 KN0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0002'1.7 MI W FROM MYTON.
 KN0002'ABOUT 1.7 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE HIGHWAY TURN AT
 KN0002'MYTON, DUCHESNE COUNTY, THENCE ABOUT 18.8 MILES SOUTH ALONG STATE
 KN0002'HIGHWAY 53.  ABOUT 0.1 MILE SOUTH OF A CANYON LEADING WEST, IN A
 KN0002'NARROW VALLEY, ABOUT 250 FEET EAST OF A LOW WHITE KNOLL TOPPED WITH
 KN0002'JUNIPER TREES, AND 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A
 KN0002'STANDARD DISK, STAMPED N 52 1934 AND SET IN THE TOP OF A CONCRETE
 KN0002'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0075 ***********************************************************************
 LO0075  DESIGNATION -  N 53
 LO0075  PID         -  LO0075
 LO0075  STATE/COUNTY-  UT/DUCHESNE
 LO0075  COUNTRY     -  US
 LO0075  USGS QUAD   -  FRUITLAND (2017)
 LO0075
 LO0075                         *CURRENT SURVEY CONTROL
 LO0075  ______________________________________________________________________
 LO0075* NAD 83(1986) POSITION- 40 12 05.     (N) 110 47 04.     (W)   SCALED
 LO0075* NAVD 88 ORTHO HEIGHT -  1942.428 (meters)     6372.78  (feet) ADJUSTED
 LO0075  ______________________________________________________________________
 LO0075  GEOID HEIGHT    -        -16.168 (meters)                     GEOID18
 LO0075  DYNAMIC HEIGHT  -       1940.466 (meters)     6366.35  (feet) COMP
 LO0075  MODELED GRAVITY -    979,546.9   (mgal)                       NAVD 88
 LO0075
 LO0075  VERT ORDER      -  SECOND    CLASS 0
 LO0075
 LO0075.The horizontal coordinates were scaled from a map and have
 LO0075.an estimated accuracy of +/- 6 seconds.
 LO0075
 LO0075.The orthometric height was determined by differential leveling and
 LO0075.adjusted by the NATIONAL GEODETIC SURVEY
 LO0075.in June 1991.
 LO0075
 LO0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0075.GEOID18 height accuracy estimate available here.
 LO0075
 LO0075.Click photographs - Photos may exist for this station.
 LO0075
 LO0075.The dynamic height is computed by dividing the NAVD 88
 LO0075.geopotential number by the normal gravity value computed on the
 LO0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0075.degrees latitude (g = 980.6199 gals.).
 LO0075
 LO0075.The modeled gravity was interpolated from observed gravity values.
 LO0075
 LO0075;                    North         East    Units  Estimated Accuracy
 LO0075;SPC UT C     - 2,207,640.      560,920.      MT  (+/- 180 meters Scaled)
 LO0075
 LO0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK183501(NAD 83)
 LO0075
 LO0075                          SUPERSEDED SURVEY CONTROL
 LO0075
 LO0075  NGVD 29 (??/??/92) 1941.086  (m)         6368.38   (f) ADJ UNCH    2 0
 LO0075
 LO0075.Superseded values are not recommended for survey control.
 LO0075
 LO0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0075.See file dsdata.pdf to determine how the superseded data were derived.
 LO0075
 LO0075_MARKER: DB = BENCH MARK DISK
 LO0075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0075_SP_SET: BRIDGE
 LO0075_STAMPING: N 53 1934
 LO0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0075
 LO0075  HISTORY     - Date     Condition        Report By
 LO0075  HISTORY     - 1934     MONUMENTED       CGS
 LO0075
 LO0075                          STATION DESCRIPTION
 LO0075
 LO0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0075'3.0 MI E FROM FRUITLAND.
 LO0075'3.0 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LO0075'FRUITLAND, DUCHESNE COUNTY, AT THE MIDDLE OF A LARGE CONCRETE BRIDGE,
 LO0075'NEAR THE NORTH EDGE, AND IN THE TOP OF THE FLOOR.  A STANDARD DISK,
 LO0075'STAMPED N 53 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0326 ***********************************************************************
 KN0326  DESIGNATION -  N 55
 KN0326  PID         -  KN0326
 KN0326  STATE/COUNTY-  UT/JUAB
 KN0326  COUNTRY     -  US
 KN0326  USGS QUAD   -  NEPHI (2017)
 KN0326
 KN0326                         *CURRENT SURVEY CONTROL
 KN0326  ______________________________________________________________________
 KN0326* NAD 83(1986) POSITION- 39 44 26.     (N) 111 50 32.     (W)   SCALED
 KN0326* NAVD 88 ORTHO HEIGHT -  1538.836 (meters)     5048.66  (feet) ADJUSTED
 KN0326  ______________________________________________________________________
 KN0326  GEOID HEIGHT    -        -17.573 (meters)                     GEOID18
 KN0326  DYNAMIC HEIGHT  -       1537.393 (meters)     5043.93  (feet) COMP
 KN0326  MODELED GRAVITY -    979,634.7   (mgal)                       NAVD 88
 KN0326
 KN0326  VERT ORDER      -  SECOND    CLASS 0
 KN0326
 KN0326.The horizontal coordinates were scaled from a map and have
 KN0326.an estimated accuracy of +/- 6 seconds.
 KN0326
 KN0326.The orthometric height was determined by differential leveling and
 KN0326.adjusted by the NATIONAL GEODETIC SURVEY
 KN0326.in June 1991.
 KN0326
 KN0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0326.GEOID18 height accuracy estimate available here.
 KN0326
 KN0326.Click photographs - Photos may exist for this station.
 KN0326
 KN0326.The dynamic height is computed by dividing the NAVD 88
 KN0326.geopotential number by the normal gravity value computed on the
 KN0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0326.degrees latitude (g = 980.6199 gals.).
 KN0326
 KN0326.The modeled gravity was interpolated from observed gravity values.
 KN0326
 KN0326;                    North         East    Units  Estimated Accuracy
 KN0326;SPC UT C     - 2,156,280.      470,670.      MT  (+/- 180 meters Scaled)
 KN0326
 KN0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ278993(NAD 83)
 KN0326
 KN0326                          SUPERSEDED SURVEY CONTROL
 KN0326
 KN0326  NGVD 29 (??/??/92) 1537.691  (m)         5044.91   (f) ADJ UNCH    2 0
 KN0326
 KN0326.Superseded values are not recommended for survey control.
 KN0326
 KN0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0326.See file dsdata.pdf to determine how the superseded data were derived.
 KN0326
 KN0326_MARKER: DB = BENCH MARK DISK
 KN0326_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0326_SP_SET: CULVERT HEADWALL
 KN0326_STAMPING: N 55 1934
 KN0326_MARK LOGO: CGS
 KN0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0326+STABILITY: SURFACE MOTION
 KN0326
 KN0326  HISTORY     - Date     Condition        Report By
 KN0326  HISTORY     - 1934     MONUMENTED       CGS
 KN0326
 KN0326                          STATION DESCRIPTION
 KN0326
 KN0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0326'2.3 MI N FROM NEPHI.
 KN0326'ABOUT 2.3 MILES NORTH ALONG THE LOS ANGELES AND SALT LAKE RAILROAD
 KN0326'FROM THE STATION AT NEPHI, JUAB COUNTY, ABOUT 2-1/2 RAILS SOUTH OF
 KN0326'MILEPOST 713, AT A ROAD CROSSING, AT CULVERT 712.99, AND IN THE TOP OF
 KN0326'THE EAST HEAD WALL.  A STANDARD DISK, STAMPED N 55 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0048 ***********************************************************************
 LP0048  DESIGNATION -  N 56
 LP0048  PID         -  LP0048
 LP0048  STATE/COUNTY-  UT/UTAH
 LP0048  COUNTRY     -  US
 LP0048  USGS QUAD   -  CEDAR FORT (2017)
 LP0048
 LP0048                         *CURRENT SURVEY CONTROL
 LP0048  ______________________________________________________________________
 LP0048* NAD 83(1986) POSITION- 40 20 14.81   (N) 112 02 33.10   (W)   HD_HELD1
 LP0048* NAVD 88 ORTHO HEIGHT -  1513.183 (meters)     4964.50  (feet) ADJUSTED
 LP0048  ______________________________________________________________________
 LP0048  GEOID HEIGHT    -        -17.282 (meters)                     GEOID18
 LP0048  DYNAMIC HEIGHT  -       1511.884 (meters)     4960.24  (feet) COMP
 LP0048  MODELED GRAVITY -    979,713.8   (mgal)                       NAVD 88
 LP0048
 LP0048  VERT ORDER      -  SECOND    CLASS 0
 LP0048
 LP0048.The horizontal coordinates were determined by differentially corrected
 LP0048.hand held GPS observations or other comparable positioning techniques
 LP0048.and have an estimated accuracy of +/- 3 meters.
 LP0048
 LP0048.The orthometric height was determined by differential leveling and
 LP0048.adjusted by the NATIONAL GEODETIC SURVEY
 LP0048.in June 1991.
 LP0048
 LP0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0048.GEOID18 height accuracy estimate available here.
 LP0048
 LP0048.Click photographs - Photos may exist for this station.
 LP0048
 LP0048.The dynamic height is computed by dividing the NAVD 88
 LP0048.geopotential number by the normal gravity value computed on the
 LP0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0048.degrees latitude (g = 980.6199 gals.).
 LP0048
 LP0048.The modeled gravity was interpolated from observed gravity values.
 LP0048
 LP0048;                    North         East    Units  Estimated Accuracy
 LP0048;SPC UT C     - 2,222,637.5     453,903.5     MT  (+/- 3 meters HH1 GPS) 
 LP0048
 LP0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1144865733(NAD 83)
 LP0048
 LP0048                          SUPERSEDED SURVEY CONTROL
 LP0048
 LP0048  NGVD 29 (??/??/92) 1512.132  (m)         4961.05   (f) ADJ UNCH    2 0
 LP0048
 LP0048.Superseded values are not recommended for survey control.
 LP0048
 LP0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0048.See file dsdata.pdf to determine how the superseded data were derived.
 LP0048
 LP0048_MARKER: DB = BENCH MARK DISK
 LP0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0048_STAMPING: N 56 1934
 LP0048_MARK LOGO: CGS
 LP0048_PROJECTION: PROJECTING 30 CENTIMETERS
 LP0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0048+STABILITY: SURFACE MOTION
 LP0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0048+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2017
 LP0048
 LP0048  HISTORY     - Date     Condition        Report By
 LP0048  HISTORY     - 1934     MONUMENTED       CGS
 LP0048  HISTORY     - 1945     GOOD             CGS
 LP0048  HISTORY     - 20170913 GOOD             GEOCAC
 LP0048
 LP0048                          STATION DESCRIPTION
 LP0048
 LP0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LP0048'16.0 MI SW FROM LEHI.
 LP0048'16.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD AT LEHI, 0.2
 LP0048'MILE SOUTHWEST OF THE SIDING SIGN AT DAHL, ON THE SOUTHEAST SIDE OF
 LP0048'TRACK FROM THE FAIRFIELD INT. FIELD AIRWAY BEACON, ABOUT 300 FEET EAST
 LP0048'OF THE WEATHER BUREAU STATION, 45.8 FEET SOUTHEAST OF THE SOUTHEAST
 LP0048'RAIL OF TRACK, 2.3 FEET NORTH OF REFERENCE POST.  BRONZE BENCH MARK
 LP0048'DISK SET IN TOP OF CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE THE
 LP0048'GROUND.
 LP0048
 LP0048                          STATION RECOVERY (2017)
 LP0048
 LP0048'RECOVERY NOTE BY GEOCACHING 2017 (RJM)
 LP0048'THE RAILROAD TRACKS HAVE BEEN REMOVED.  THE DIRT ROAD IN PLACE OF THE
 LP0048'RAILROAD TRACKS IS NOW DESIGNATED AS N 1600 W.  THE BENCH MARK IS
 LP0048'APPROXIMATELY 45 FT (13.7 M) SOUTHEAST OF THE SOUTHEAST TIRE TRACK.
 LP0048'THE WEATHER STATION IS GONE.  THE BENCH MARK MEASURES 220 FT (67.1 M)
 LP0048'EAST OF CONCRETE FOUNDATION REMAINS.  A WELL-USED DIRT ROAD PARALLELS
 LP0048'THE REMAINS OF THE RAILROAD TRACK.  THE BENCH MARK IS APPROXIMATELY 66
 LP0048'FT (20.1 M) NORTHWEST OF THIS ROAD.  THERE IS A WOODEN WITNESS POST
 LP0048'MOUNTED AT THE DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0143 ***********************************************************************
 HO0143  DESIGNATION -  N 57
 HO0143  PID         -  HO0143
 HO0143  STATE/COUNTY-  UT/KANE
 HO0143  COUNTRY     -  US
 HO0143  USGS QUAD   -  THE BARRACKS (2017)
 HO0143
 HO0143                         *CURRENT SURVEY CONTROL
 HO0143  ______________________________________________________________________
 HO0143* NAD 83(1986) POSITION- 37 14 17.     (N) 112 50 40.     (W)   SCALED
 HO0143* NAVD 88 ORTHO HEIGHT -  1805.642 (meters)     5924.01  (feet) POSTED
 HO0143  ______________________________________________________________________
 HO0143  GEOID HEIGHT    -        -22.004 (meters)                     GEOID18
 HO0143  DYNAMIC HEIGHT  -       1803.47  (meters)     5916.9   (feet) COMP
 HO0143  MODELED GRAVITY -    979,364.5   (mgal)                       NAVD 88
 HO0143
 HO0143  VERT ORDER      -  * POSTED, SEE BELOW
 HO0143
 HO0143.The horizontal coordinates were scaled from a map and have
 HO0143.an estimated accuracy of +/- 6 seconds.
 HO0143
 HO0143.The orthometric height was determined by differential leveling
 HO0143.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0143
 HO0143.* This is a POSTED BENCH MARK height.
 HO0143
 HO0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0143.GEOID18 height accuracy estimate available here.
 HO0143
 HO0143.Click photographs - Photos may exist for this station.
 HO0143
 HO0143.The dynamic height is computed by dividing the NAVD 88
 HO0143.geopotential number by the normal gravity value computed on the
 HO0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0143.degrees latitude (g = 980.6199 gals.).
 HO0143
 HO0143.The modeled gravity was interpolated from observed gravity values.
 HO0143
 HO0143;                    North         East    Units  Estimated Accuracy
 HO0143;SPC UT S     - 3,064,270.      380,710.      MT  (+/- 180 meters Scaled)
 HO0143
 HO0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG363228(NAD 83)
 HO0143
 HO0143                          SUPERSEDED SURVEY CONTROL
 HO0143
 HO0143  NGVD 29 (??/??/92) 1804.570  (m)         5920.49   (f) ADJ UNCH    1 2
 HO0143
 HO0143.Superseded values are not recommended for survey control.
 HO0143
 HO0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0143.See file dsdata.pdf to determine how the superseded data were derived.
 HO0143
 HO0143_MARKER: DB = BENCH MARK DISK
 HO0143_SETTING: 66 = SET IN ROCK OUTCROP
 HO0143_STAMPING: N 57 1934
 HO0143_MARK LOGO: CGS
 HO0143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0143+STABILITY: POSITION/ELEVATION WELL
 HO0143
 HO0143  HISTORY     - Date     Condition        Report By
 HO0143  HISTORY     - 1934     MONUMENTED       CGS
 HO0143  HISTORY     - 1954     MARK NOT FOUND   CGS
 HO0143  HISTORY     - 1974     MARK NOT FOUND   USGS
 HO0143
 HO0143                          STATION DESCRIPTION
 HO0143
 HO0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HO0143'17.3 MI NE FROM ROCKVILLE.
 HO0143'IN KANE COUNTY, 17.3 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM
 HO0143'ROCKVILLE, WASHINGTON COUNTY, 40 YARDS EAST OF A 2-FOOT CORRUGATED
 HO0143'IRON PIPE CULVERT, 26 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, IN
 HO0143'THE TOP OF A BROWN SANDSTONE OUTCROP, AND 3 FEET HIGHER THAN THE
 HO0143'HIGHWAY.  A STANDARD DISK, STAMPED N 57 1934.  NOTE-- BELIEVED THAT
 HO0143'HIGHWAY WAS WIDENED.
 HO0143
 HO0143                          STATION RECOVERY (1974)
 HO0143
 HO0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HO0143'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0260 ***********************************************************************
 HO0260  DESIGNATION -  N 58
 HO0260  PID         -  HO0260
 HO0260  STATE/COUNTY-  UT/WASHINGTON
 HO0260  COUNTRY     -  US
 HO0260  USGS QUAD   -  SAINT GEORGE (2017)
 HO0260
 HO0260                         *CURRENT SURVEY CONTROL
 HO0260  ______________________________________________________________________
 HO0260* NAD 83(1986) POSITION- 37 06 36.25   (N) 113 34 53.66   (W)   HD_HELD1
 HO0260* NAVD 88 ORTHO HEIGHT -   842.247 (meters)     2763.27  (feet) ADJUSTED
 HO0260  ______________________________________________________________________
 HO0260  GEOID HEIGHT    -        -24.519 (meters)                     GEOID18
 HO0260  DYNAMIC HEIGHT  -        841.394 (meters)     2760.47  (feet) COMP
 HO0260  MODELED GRAVITY -    979,591.2   (mgal)                       NAVD 88
 HO0260
 HO0260  VERT ORDER      -  FIRST     CLASS II
 HO0260
 HO0260.The horizontal coordinates were determined by differentially corrected
 HO0260.hand held GPS observations or other comparable positioning techniques
 HO0260.and have an estimated accuracy of +/- 3 meters.
 HO0260
 HO0260.The orthometric height was determined by differential leveling and
 HO0260.adjusted by the NATIONAL GEODETIC SURVEY
 HO0260.in June 1991.
 HO0260
 HO0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0260.GEOID18 height accuracy estimate available here.
 HO0260
 HO0260.Click photographs - Photos may exist for this station.
 HO0260
 HO0260.The dynamic height is computed by dividing the NAVD 88
 HO0260.geopotential number by the normal gravity value computed on the
 HO0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0260.degrees latitude (g = 980.6199 gals.).
 HO0260
 HO0260.The modeled gravity was interpolated from observed gravity values.
 HO0260
 HO0260;                    North         East    Units  Estimated Accuracy
 HO0260;SPC UT S     - 3,051,269.7     314,994.8     MT  (+/- 3 meters HH1 GPS) 
 HO0260
 HO0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG7061210202(NAD 83)
 HO0260
 HO0260                          SUPERSEDED SURVEY CONTROL
 HO0260
 HO0260  NGVD 29 (??/??/92)  841.397  (m)         2760.48   (f) ADJ UNCH    1 2
 HO0260
 HO0260.Superseded values are not recommended for survey control.
 HO0260
 HO0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0260.See file dsdata.pdf to determine how the superseded data were derived.
 HO0260
 HO0260_MARKER: DB = BENCH MARK DISK
 HO0260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HO0260_SP_SET: BALUSTRADE
 HO0260_STAMPING: N 58 1934
 HO0260_MARK LOGO: CGS
 HO0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0260+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2016
 HO0260
 HO0260  HISTORY     - Date     Condition        Report By
 HO0260  HISTORY     - 1934     MONUMENTED       CGS
 HO0260  HISTORY     - 1960     GOOD             CGS
 HO0260  HISTORY     - 1979     GOOD             USGS
 HO0260  HISTORY     - 1982     GOOD             NGS
 HO0260  HISTORY     - 19980401 GOOD             NIMA
 HO0260  HISTORY     - 20030130 GOOD             NGS
 HO0260  HISTORY     - 20080419 GOOD             GEOCAC
 HO0260  HISTORY     - 20100805 GOOD             GEOCAC
 HO0260  HISTORY     - 20130907 GOOD             GEOCAC
 HO0260  HISTORY     - 20140810 GOOD             GEOCAC
 HO0260  HISTORY     - 20160714 GOOD             NGS
 HO0260
 HO0260                          STATION DESCRIPTION
 HO0260
 HO0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HO0260'IN ST GEORGE.
 HO0260'AT SAINT GEORGE, WASHINGTON COUNTY, AT THE COURTHOUSE, IN THE TOP OF
 HO0260'THE WEST BALUSTRADE OF THE STEPS, 82 FEET WEST OF THE NORTHWEST CORNER
 HO0260'OF THE STREET INTERSECTION, 42 FEET WEST OF THE AMERICAN LEGION WAR
 HO0260'MEMORIAL, 36 FEET NORTH OF THE NORTH CURB LINE, AND ABOUT 3.1 FEET
 HO0260'HIGHER THAN THE SIDEWALK.  A STANDARD DISK, STAMPED N 58 1934.
 HO0260
 HO0260                          STATION RECOVERY (1979)
 HO0260
 HO0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HO0260'RECOVERED IN GOOD CONDITION.
 HO0260
 HO0260                          STATION RECOVERY (1982)
 HO0260
 HO0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0260'RECOVERED IN GOOD CONDITION. EXCEPT THE COURT HOUSE IS NOW A
 HO0260'HISTORICAL MONUMENT LOCATED ON THE NORTHWEST CORNER OF THE
 HO0260'INTERSECTION OF ST GEORGE BOULEVARD AND 100 EAST STREET.
 HO0260'THE MARK IS 0.9 M ABOVE THE GROUND.
 HO0260
 HO0260                          STATION RECOVERY (1998)
 HO0260
 HO0260'RECOVERY NOTE BY NATIONAL IMAGERY + MAPPING AGENCY 1998 (CW)
 HO0260'FORMER COURTHOUSE IS NOW THE CHAMBER OF COMMERCE BLDG. AT NW CORNER OF
 HO0260'100 EAST ST. AND ST.GEORGE BLVD. (= BL 15 AND UT 34).  IT IS 1.2 MILES
 HO0260'WEST FROM EXIT 8 OF INTERSTATE 15.  THIS IS GRAVITY BASE STATION 'ST.
 HO0260'GEORGE C', DOD 2355-1, IGB 12073C.
 HO0260
 HO0260                          STATION RECOVERY (2003)
 HO0260
 HO0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 HO0260'RECOVERED IN GOOD CONDITION.
 HO0260
 HO0260                          STATION RECOVERY (2008)
 HO0260
 HO0260'RECOVERY NOTE BY GEOCACHING 2008 (DEL)
 HO0260'RECOVERED IN GOOD CONDITION.
 HO0260
 HO0260                          STATION RECOVERY (2010)
 HO0260
 HO0260'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 HO0260'PROXIMITY TO BUILDING BLOCKS SKY VIEW TO THE NORTH.
 HO0260
 HO0260                          STATION RECOVERY (2013)
 HO0260
 HO0260'RECOVERY NOTE BY GEOCACHING 2013 (RLS)
 HO0260'RECOVERED IN GOOD CONDITION.
 HO0260
 HO0260                          STATION RECOVERY (2014)
 HO0260
 HO0260'RECOVERY NOTE BY GEOCACHING 2014 (LPC)
 HO0260'RECOVERED IN GOOD CONDITION.
 HO0260
 HO0260                          STATION RECOVERY (2016)
 HO0260
 HO0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016 (DW)
 HO0260'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0429 ***********************************************************************
 MS0429  DESIGNATION -  N 59
 MS0429  PID         -  MS0429
 MS0429  STATE/COUNTY-  UT/BOX ELDER
 MS0429  COUNTRY     -  US
 MS0429  USGS QUAD   -  GROUSE CREEK (2017)
 MS0429
 MS0429                         *CURRENT SURVEY CONTROL
 MS0429  ______________________________________________________________________
 MS0429* NAD 83(1986) POSITION- 41 42 01.     (N) 113 53 38.     (W)   SCALED
 MS0429* NAVD 88 ORTHO HEIGHT -  1614.262 (meters)     5296.12  (feet) ADJUSTED
 MS0429  ______________________________________________________________________
 MS0429  GEOID HEIGHT    -        -15.686 (meters)                     GEOID18
 MS0429  DYNAMIC HEIGHT  -       1613.049 (meters)     5292.14  (feet) COMP
 MS0429  MODELED GRAVITY -    979,814.6   (mgal)                       NAVD 88
 MS0429
 MS0429  VERT ORDER      -  FIRST     CLASS II
 MS0429
 MS0429.The horizontal coordinates were scaled from a map and have
 MS0429.an estimated accuracy of +/- 6 seconds.
 MS0429
 MS0429.The orthometric height was determined by differential leveling and
 MS0429.adjusted by the NATIONAL GEODETIC SURVEY
 MS0429.in June 1991.
 MS0429
 MS0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0429.GEOID18 height accuracy estimate available here.
 MS0429
 MS0429.Click photographs - Photos may exist for this station.
 MS0429
 MS0429.The dynamic height is computed by dividing the NAVD 88
 MS0429.geopotential number by the normal gravity value computed on the
 MS0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0429.degrees latitude (g = 980.6199 gals.).
 MS0429
 MS0429.The modeled gravity was interpolated from observed gravity values.
 MS0429
 MS0429;                    North         East    Units  Estimated Accuracy
 MS0429;SPC UT N     - 1,154,550.      300,760.      MT  (+/- 180 meters Scaled)
 MS0429
 MS0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM592205(NAD 83)
 MS0429
 MS0429                          SUPERSEDED SURVEY CONTROL
 MS0429
 MS0429  NGVD 29 (??/??/92) 1613.124  (m)         5292.39   (f) ADJ UNCH    1 2
 MS0429
 MS0429.Superseded values are not recommended for survey control.
 MS0429
 MS0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0429.See file dsdata.pdf to determine how the superseded data were derived.
 MS0429
 MS0429_MARKER: DB = BENCH MARK DISK
 MS0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0429_STAMPING: N 59 1934
 MS0429_MARK LOGO: CGS
 MS0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0429+STABILITY: SURFACE MOTION
 MS0429
 MS0429  HISTORY     - Date     Condition        Report By
 MS0429  HISTORY     - 1934     MONUMENTED       CGS
 MS0429
 MS0429                          STATION DESCRIPTION
 MS0429
 MS0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0429'0.9 MI S FROM GROUSE CREEK.
 MS0429'0.9 MILE SOUTH ALONG GROUSE CREEK ROAD FROM THE PUBLIC SCHOOL AT
 MS0429'GROUSE CREEK, BOX ELDER COUNTY, 63 FEET SOUTHEAST OF THE SOUTHEAST
 MS0429'CORNER OF THE W.P. PASKETT RANCH HOUSE, 63 FEET SOUTH OF THE
 MS0429'CENTERLINE OF THE ENTRANCE TO THE FRONT YARD GATE, 30 FEET WEST OF THE
 MS0429'CENTERLINE OF THE ROAD, AND 3 FEET EAST OF THE SOUTHEAST CORNER OF A
 MS0429'FENCE.  A STANDARD DISK, STAMPED N 59 1934 AND SET IN THE TOP OF A
 MS0429'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0277 ***********************************************************************
 MR0277  DESIGNATION -  N 61
 MR0277  PID         -  MR0277
 MR0277  STATE/COUNTY-  UT/RICH
 MR0277  COUNTRY     -  US
 MR0277  USGS QUAD   -  WOODRUFF (2017)
 MR0277
 MR0277                         *CURRENT SURVEY CONTROL
 MR0277  ______________________________________________________________________
 MR0277* NAD 83(1986) POSITION- 41 32 09.     (N) 111 09 47.     (W)   SCALED
 MR0277* NAVD 88 ORTHO HEIGHT -  1930.692 (meters)     6334.28  (feet) ADJUSTED
 MR0277  ______________________________________________________________________
 MR0277  GEOID HEIGHT    -        -15.159 (meters)                     GEOID18
 MR0277  DYNAMIC HEIGHT  -       1929.008 (meters)     6328.75  (feet) COMP
 MR0277  MODELED GRAVITY -    979,683.0   (mgal)                       NAVD 88
 MR0277
 MR0277  VERT ORDER      -  SECOND    CLASS 0
 MR0277
 MR0277.The horizontal coordinates were scaled from a map and have
 MR0277.an estimated accuracy of +/- 6 seconds.
 MR0277
 MR0277.The orthometric height was determined by differential leveling and
 MR0277.adjusted by the NATIONAL GEODETIC SURVEY
 MR0277.in June 1991.
 MR0277
 MR0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0277.GEOID18 height accuracy estimate available here.
 MR0277
 MR0277.Click photographs - Photos may exist for this station.
 MR0277
 MR0277.The dynamic height is computed by dividing the NAVD 88
 MR0277.geopotential number by the normal gravity value computed on the
 MR0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0277.degrees latitude (g = 980.6199 gals.).
 MR0277
 MR0277.The modeled gravity was interpolated from observed gravity values.
 MR0277
 MR0277;                    North         East    Units  Estimated Accuracy
 MR0277;SPC UT N     - 1,133,590.      528,120.      MT  (+/- 180 meters Scaled)
 MR0277
 MR0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL863982(NAD 83)
 MR0277
 MR0277                          SUPERSEDED SURVEY CONTROL
 MR0277
 MR0277  NGVD 29 (??/??/92) 1929.352  (m)         6329.88   (f) ADJ UNCH    2 0
 MR0277
 MR0277.Superseded values are not recommended for survey control.
 MR0277
 MR0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0277.See file dsdata.pdf to determine how the superseded data were derived.
 MR0277
 MR0277_MARKER: DB = BENCH MARK DISK
 MR0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0277_STAMPING: N 61 1934
 MR0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0277+STABILITY: SURFACE MOTION
 MR0277
 MR0277  HISTORY     - Date     Condition        Report By
 MR0277  HISTORY     - 1934     MONUMENTED       CGS
 MR0277
 MR0277                          STATION DESCRIPTION
 MR0277
 MR0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0277'1.0 MI N FROM WOODRUFF.
 MR0277'1.0 MILE NORTH OF THE SCHOOLHOUSE, ABOUT 255 FEET SOUTHEAST OF THE
 MR0277'W.H. LONGHURST RANCH HOUSE, 126 FEET SOUTH OF THE CENTER LINE OF THE
 MR0277'GATEWAY TO THE RANCH HOUSE, 78 FEET WEST OF THE CENTER LINE OF THE
 MR0277'HIGHWAY, 60 FEET WEST OF THE WEST END OF A CORRUGATED-PIPE CULVERT, 22
 MR0277'FEET NORTHWEST OF A POLE, AND 3 FEET EAST OF A FENCE, AND SET IN THE
 MR0277'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0046 ***********************************************************************
 LP0046  DESIGNATION -  N 62
 LP0046  PID         -  LP0046
 LP0046  STATE/COUNTY-  UT/TOOELE
 LP0046  COUNTRY     -  US
 LP0046  USGS QUAD   -  SAINT JOHN (2017)
 LP0046
 LP0046                         *CURRENT SURVEY CONTROL
 LP0046  ______________________________________________________________________
 LP0046* NAD 83(1986) POSITION- 40 20 10.     (N) 112 29 35.     (W)   SCALED
 LP0046* NAVD 88 ORTHO HEIGHT -  1655.644 (meters)     5431.89  (feet) ADJUSTED
 LP0046  ______________________________________________________________________
 LP0046  GEOID HEIGHT    -        -17.596 (meters)                     GEOID18
 LP0046  DYNAMIC HEIGHT  -       1654.183 (meters)     5427.10  (feet) COMP
 LP0046  MODELED GRAVITY -    979,684.4   (mgal)                       NAVD 88
 LP0046
 LP0046  VERT ORDER      -  FIRST     CLASS II
 LP0046
 LP0046.The horizontal coordinates were scaled from a map and have
 LP0046.an estimated accuracy of +/- 6 seconds.
 LP0046
 LP0046.The orthometric height was determined by differential leveling and
 LP0046.adjusted by the NATIONAL GEODETIC SURVEY
 LP0046.in June 1991.
 LP0046
 LP0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0046.GEOID18 height accuracy estimate available here.
 LP0046
 LP0046.Click photographs - Photos may exist for this station.
 LP0046
 LP0046.The dynamic height is computed by dividing the NAVD 88
 LP0046.geopotential number by the normal gravity value computed on the
 LP0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0046.degrees latitude (g = 980.6199 gals.).
 LP0046
 LP0046.The modeled gravity was interpolated from observed gravity values.
 LP0046
 LP0046;                    North         East    Units  Estimated Accuracy
 LP0046;SPC UT C     - 2,222,820.      415,620.      MT  (+/- 180 meters Scaled)
 LP0046
 LP0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK731661(NAD 83)
 LP0046
 LP0046                          SUPERSEDED SURVEY CONTROL
 LP0046
 LP0046  NGVD 29 (??/??/92) 1654.489  (m)         5428.10   (f) ADJ UNCH    1 2
 LP0046
 LP0046.Superseded values are not recommended for survey control.
 LP0046
 LP0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0046.See file dsdata.pdf to determine how the superseded data were derived.
 LP0046
 LP0046_MARKER: DB = BENCH MARK DISK
 LP0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0046_STAMPING: N 62 1934
 LP0046_MARK LOGO: CGS
 LP0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0046+STABILITY: SURFACE MOTION
 LP0046
 LP0046  HISTORY     - Date     Condition        Report By
 LP0046  HISTORY     - 1934     MONUMENTED       CGS
 LP0046  HISTORY     - 20230312 MARK NOT FOUND   INDIV
 LP0046
 LP0046                          STATION DESCRIPTION
 LP0046
 LP0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0046'3.4 MI W FROM ST JOHN.
 LP0046'ABOUT 3.4 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ST. JOHN,
 LP0046'TOOELE COUNTY, 34 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 2
 LP0046'FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED N 62 1934 AND SET IN
 LP0046'THE TOP OF A CONCRETE POST.
 LP0046
 LP0046                          STATION RECOVERY (2023)
 LP0046
 LP0046'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (JB)
 LP0046'UNABLE TO LOCATE MONUMENT.  NEW FENCE HAS BEEN CONSTRUCTED.  POSSIBLE
 LP0046'THAT MONUMENT WAS DESTROYED AND HAS BEEN LOST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0222 ***********************************************************************
 HM0222  DESIGNATION -  N 63
 HM0222  PID         -  HM0222
 HM0222  STATE/COUNTY-  UT/SAN JUAN
 HM0222  COUNTRY     -  US
 HM0222  USGS QUAD   -  MCCRACKEN SPRING (2017)
 HM0222
 HM0222                         *CURRENT SURVEY CONTROL
 HM0222  ______________________________________________________________________
 HM0222* NAD 83(1986) POSITION- 37 25 47.     (N) 109 21 24.     (W)   SCALED
 HM0222* NAVD 88 ORTHO HEIGHT -  1592.135 (meters)     5223.53  (feet) ADJUSTED
 HM0222  ______________________________________________________________________
 HM0222  GEOID HEIGHT    -        -20.584 (meters)                     GEOID18
 HM0222  DYNAMIC HEIGHT  -       1590.311 (meters)     5217.55  (feet) COMP
 HM0222  MODELED GRAVITY -    979,428.9   (mgal)                       NAVD 88
 HM0222
 HM0222  VERT ORDER      -  FIRST     CLASS II
 HM0222
 HM0222.The horizontal coordinates were scaled from a map and have
 HM0222.an estimated accuracy of +/- 6 seconds.
 HM0222
 HM0222.The orthometric height was determined by differential leveling and
 HM0222.adjusted by the NATIONAL GEODETIC SURVEY
 HM0222.in June 1991.
 HM0222
 HM0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0222.GEOID18 height accuracy estimate available here.
 HM0222
 HM0222.Click photographs - Photos may exist for this station.
 HM0222
 HM0222.The dynamic height is computed by dividing the NAVD 88
 HM0222.geopotential number by the normal gravity value computed on the
 HM0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0222.degrees latitude (g = 980.6199 gals.).
 HM0222
 HM0222.The modeled gravity was interpolated from observed gravity values.
 HM0222
 HM0222;                    North         East    Units  Estimated Accuracy
 HM0222;SPC UT S     - 3,086,860.      689,680.      MT  (+/- 180 meters Scaled)
 HM0222
 HM0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG453438(NAD 83)
 HM0222
 HM0222                          SUPERSEDED SURVEY CONTROL
 HM0222
 HM0222  NGVD 29 (??/??/92) 1591.134  (m)         5220.25   (f) ADJ UNCH    1 2
 HM0222
 HM0222.Superseded values are not recommended for survey control.
 HM0222
 HM0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0222.See file dsdata.pdf to determine how the superseded data were derived.
 HM0222
 HM0222_MARKER: DB = BENCH MARK DISK
 HM0222_SETTING: 66 = SET IN ROCK OUTCROP
 HM0222_STAMPING: N 63 1934
 HM0222_MARK LOGO: CGS
 HM0222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0222+STABILITY: POSITION/ELEVATION WELL
 HM0222
 HM0222  HISTORY     - Date     Condition        Report By
 HM0222  HISTORY     - 1934     MONUMENTED       CGS
 HM0222  HISTORY     - 1984     GOOD             NGS
 HM0222
 HM0222                          STATION DESCRIPTION
 HM0222
 HM0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0222'11 MI N FROM BLUFF.
 HM0222'ABOUT 11 MILES NORTH ALONG THE ROAD LEADING TO MONTICELLO FROM BLUFF,
 HM0222'SAN JUAN COUNTY, THENCE ABOUT 7.5 MILES EAST ALONG THE ROAD LEADING TO
 HM0222'CORTEZ, COLORADO, IN THE NORTH END OF A ROCK LEDGE, AND 12 FEET NORTH
 HM0222'OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED N 63 1934.
 HM0222
 HM0222                          STATION RECOVERY (1984)
 HM0222
 HM0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0222'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  18.2 KM
 HM0222'(11.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST OFFICE IN
 HM0222'BLUFF, THENCE 11.3 KM (7.0 MI) EASTERLY ALONG STATE HIGHWAY 262, IN
 HM0222'THE CENTER OF THE NORTH END OF A 15- BY 24-FOOT EXPOSED AREA OF
 HM0222'OUTCROPPING BEDROCK, 199.9 METERS (655.8 FT) NORTHEAST OF MILEPOST 7,
 HM0222'190.8 METERS (626.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 HM0222'157.9 METERS (518.0 FT) NORTH OF A FENCE, AND 11.0 METERS (36.1 FT)
 HM0222'NORTH OF THE CENTER OF A TRACK ROAD.
 HM0222'THE MARK IS 2.5 METERS  SE FROM A WITNESS POST.
 HM0222'THE MARK IS 0.6 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0308 ***********************************************************************
 LN0308  DESIGNATION -  N 64
 LN0308  PID         -  LN0308
 LN0308  STATE/COUNTY-  UT/UINTAH
 LN0308  COUNTRY     -  US
 LN0308  USGS QUAD   -  ROOSEVELT (2017)
 LN0308
 LN0308                         *CURRENT SURVEY CONTROL
 LN0308  ______________________________________________________________________
 LN0308* NAD 83(1986) POSITION- 40 18 05.     (N) 109 53 33.     (W)   SCALED
 LN0308* NAVD 88 ORTHO HEIGHT -  1601.359 (meters)     5253.79  (feet) ADJUSTED
 LN0308  ______________________________________________________________________
 LN0308  GEOID HEIGHT    -        -17.549 (meters)                     GEOID18
 LN0308  DYNAMIC HEIGHT  -       1599.870 (meters)     5248.91  (feet) COMP
 LN0308  MODELED GRAVITY -    979,640.4   (mgal)                       NAVD 88
 LN0308
 LN0308  VERT ORDER      -  FIRST     CLASS II
 LN0308
 LN0308.The horizontal coordinates were scaled from a map and have
 LN0308.an estimated accuracy of +/- 6 seconds.
 LN0308
 LN0308.The orthometric height was determined by differential leveling and
 LN0308.adjusted by the NATIONAL GEODETIC SURVEY
 LN0308.in June 1991.
 LN0308
 LN0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0308.GEOID18 height accuracy estimate available here.
 LN0308
 LN0308.Click photographs - Photos may exist for this station.
 LN0308
 LN0308.The dynamic height is computed by dividing the NAVD 88
 LN0308.geopotential number by the normal gravity value computed on the
 LN0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0308.degrees latitude (g = 980.6199 gals.).
 LN0308
 LN0308.The modeled gravity was interpolated from observed gravity values.
 LN0308
 LN0308;                    North         East    Units  Estimated Accuracy
 LN0308;SPC UT C     - 2,219,720.      636,650.      MT  (+/- 180 meters Scaled)
 LN0308
 LN0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK941617(NAD 83)
 LN0308
 LN0308                          SUPERSEDED SURVEY CONTROL
 LN0308
 LN0308  NGVD 29 (??/??/92) 1600.126  (m)         5249.75   (f) ADJ UNCH    1 2
 LN0308
 LN0308.Superseded values are not recommended for survey control.
 LN0308
 LN0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0308.See file dsdata.pdf to determine how the superseded data were derived.
 LN0308
 LN0308_MARKER: DB = BENCH MARK DISK
 LN0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0308_STAMPING: N 64 1934
 LN0308_MARK LOGO: CGS
 LN0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0308+STABILITY: SURFACE MOTION
 LN0308
 LN0308  HISTORY     - Date     Condition        Report By
 LN0308  HISTORY     - 1934     MONUMENTED       CGS
 LN0308  HISTORY     - 1963     MARK NOT FOUND   USGS
 LN0308
 LN0308                          STATION DESCRIPTION
 LN0308
 LN0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0308'5.3 MI E FROM ROOSEVELT.
 LN0308'IN UINTAH COUNTY, 5.3 MILES EAST ALONG U.S. HIGHWAY 40 FROM ROOSEVELT,
 LN0308'DUCHESNE COUNTY, 27 FEET EAST OF THE EXTENDED CENTER LINE OF THE ROAD
 LN0308'LEADING TO WHITEROCKS, 41 FEET SOUTH OF THE CENTER LINE OF THE
 LN0308'HIGHWAY, AND 7 FEET SOUTH OF POLE 763.  A STANDARD DISK, STAMPED N 64
 LN0308'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- PROBABLY DESTROYED
 LN0308'DURING RE-ALIGNMENT OF NEW HIGHWAY.
 LN0308
 LN0308                          STATION RECOVERY (1963)
 LN0308
 LN0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LN0308'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0138 ***********************************************************************
 LP0138  DESIGNATION -  N 67
 LP0138  PID         -  LP0138
 LP0138  STATE/COUNTY-  UT/TOOELE
 LP0138  COUNTRY     -  US
 LP0138  USGS QUAD   -  DUGWAY PROVING GROUND NW (2017)
 LP0138
 LP0138                         *CURRENT SURVEY CONTROL
 LP0138  ______________________________________________________________________
 LP0138* NAD 83(1994) POSITION- 40 10 51.96403(N) 113 10 18.54055(W)   ADJUSTED
 LP0138* NAVD 88 ORTHO HEIGHT -  1311.941 (meters)     4304.26  (feet) ADJUSTED
 LP0138  ______________________________________________________________________
 LP0138  GEOID HEIGHT    -        -18.789 (meters)                     GEOID18
 LP0138  LAPLACE CORR    -          1.20  (seconds)                    DEFLEC18
 LP0138  DYNAMIC HEIGHT  -       1310.876 (meters)     4300.77  (feet) COMP
 LP0138  MODELED GRAVITY -    979,768.4   (mgal)                       NAVD 88
 LP0138
 LP0138  HORZ ORDER      -  THIRD
 LP0138  VERT ORDER      -  FIRST     CLASS II
 LP0138
 LP0138.The horizontal coordinates were established by classical geodetic methods
 LP0138.and adjusted by the National Geodetic Survey in November 1997.
 LP0138
 LP0138.The orthometric height was determined by differential leveling and
 LP0138.adjusted by the NATIONAL GEODETIC SURVEY
 LP0138.in June 1991.
 LP0138
 LP0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0138.GEOID18 height accuracy estimate available here.
 LP0138
 LP0138.Click photographs - Photos may exist for this station.
 LP0138
 LP0138.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0138
 LP0138.The dynamic height is computed by dividing the NAVD 88
 LP0138.geopotential number by the normal gravity value computed on the
 LP0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0138.degrees latitude (g = 980.6199 gals.).
 LP0138
 LP0138.The modeled gravity was interpolated from observed gravity values.
 LP0138
 LP0138. The following values were computed from the NAD 83(1994) position.
 LP0138
 LP0138;                    North         East     Units Scale Factor Converg.
 LP0138;SPC UT C     - 2,206,468.856   357,635.083   MT  0.99991702   -1 04 15.3
 LP0138;SPC UT C     - 7,239,056.57  1,173,341.10   sFT  0.99991702   -1 04 15.3
 LP0138;UTM  12      - 4,450,119.635   315,097.541   MT  1.00002089   -1 24 06.0
 LP0138
 LP0138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0138!SPC UT C     -   0.99979718  x   0.99991702  =   0.99971421
 LP0138!UTM  12      -   0.99979718  x   1.00002089  =   0.99981806
 LP0138
 LP0138:                Primary Azimuth Mark                     Grid Az
 LP0138:SPC UT C     -  WATER TANK 1                             327 00 02.2
 LP0138:UTM  12      -  WATER TANK 1                             327 19 52.9
 LP0138
 LP0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK1509750119(NAD 83)
 LP0138
 LP0138|---------------------------------------------------------------------|
 LP0138| PID    Reference Object                     Distance      Geod. Az  |
 LP0138|                                                           dddmmss.s |
 LP0138| LP0549 WATER TANK 1                        APPROX. 8.6 KM 3255546.9 |
 LP0138|---------------------------------------------------------------------|
 LP0138
 LP0138                          SUPERSEDED SURVEY CONTROL
 LP0138
 LP0138  NAD 83(1986)-  40 10 51.95619(N)    113 10 18.52776(W) AD(       ) 3
 LP0138  NAD 27      -  40 10 52.17238(N)    113 10 15.60429(W) AD(       ) 3
 LP0138  NGVD 29 (??/??/92) 1310.928  (m)         4300.94   (f) ADJ UNCH    1 2
 LP0138  NGVD 29            1310.93   (m)         4300.9    (f) LEVELING    3  
 LP0138
 LP0138.Superseded values are not recommended for survey control.
 LP0138
 LP0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0138.See file dsdata.pdf to determine how the superseded data were derived.
 LP0138
 LP0138_MARKER: DB = BENCH MARK DISK
 LP0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0138_STAMPING: N 67 1934
 LP0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0138+STABILITY: SURFACE MOTION
 LP0138
 LP0138  HISTORY     - Date     Condition        Report By
 LP0138  HISTORY     - 1934     MONUMENTED       CGS
 LP0138  HISTORY     - 1953     GOOD             USGS
 LP0138  HISTORY     - 1987     GOOD             DMA
 LP0138  HISTORY     - 19890523 GOOD             USGS
 LP0138
 LP0138                          STATION DESCRIPTION
 LP0138
 LP0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0138'28.6 MI W FROM ORRS RANCH.
 LP0138'ABOUT 28.6 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0138'TOOELE COUNTY, AND 45 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LP0138'HIGHWAY.  A STANDARD DISK, STAMPED N 67 1934 AND SET IN THE TOP OF A
 LP0138'CONCRETE POST.
 LP0138
 LP0138                          STATION RECOVERY (1953)
 LP0138
 LP0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 LP0138'N 67--ABOUT 28.6 MI. W. ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0138'TOOELE COUNTY, 45 FT. SE. OF THE CENTER OF THE HIGHWAY.
 LP0138'
 LP0138'RECOVERED IN GOOD CONDITION.
 LP0138'
 LP0138'STATION MARK--STANDARD DISK, STAMPED ---N 67 1934---, SET IN TOP OF
 LP0138'CONCRETE POST.
 LP0138'
 LP0138'REFERENCE MARKS--NONE.
 LP0138
 LP0138                          STATION RECOVERY (1987)
 LP0138
 LP0138'RECOVERY NOTE BY DEFENSE MAP AGENCY 1987 (RFA)
 LP0138'RECOVERED IN GOOD CONDITION.
 LP0138
 LP0138                          STATION RECOVERY (1989)
 LP0138
 LP0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (SDC)
 LP0138'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0179 ***********************************************************************
 LP0179  DESIGNATION -  N 68
 LP0179  PID         -  LP0179
 LP0179  STATE/COUNTY-  UT/TOOELE
 LP0179  COUNTRY     -  US
 LP0179  USGS QUAD   -  IBAPAH (2017)
 LP0179
 LP0179                         *CURRENT SURVEY CONTROL
 LP0179  ______________________________________________________________________
 LP0179* NAD 83(1986) POSITION- 40 04 22.     (N) 113 58 20.     (W)   SCALED
 LP0179* NAVD 88 ORTHO HEIGHT -  1586.503 (meters)     5205.05  (feet) ADJUSTED
 LP0179  ______________________________________________________________________
 LP0179  GEOID HEIGHT    -        -19.000 (meters)                     GEOID18
 LP0179  DYNAMIC HEIGHT  -       1585.064 (meters)     5200.33  (feet) COMP
 LP0179  MODELED GRAVITY -    979,663.2   (mgal)                       NAVD 88
 LP0179
 LP0179  VERT ORDER      -  FIRST     CLASS II
 LP0179
 LP0179.The horizontal coordinates were scaled from a map and have
 LP0179.an estimated accuracy of +/- 6 seconds.
 LP0179
 LP0179.The orthometric height was determined by differential leveling and
 LP0179.adjusted by the NATIONAL GEODETIC SURVEY
 LP0179.in June 1991.
 LP0179
 LP0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0179.GEOID18 height accuracy estimate available here.
 LP0179
 LP0179.Click photographs - Photos may exist for this station.
 LP0179
 LP0179.The dynamic height is computed by dividing the NAVD 88
 LP0179.geopotential number by the normal gravity value computed on the
 LP0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0179.degrees latitude (g = 980.6199 gals.).
 LP0179
 LP0179.The modeled gravity was interpolated from observed gravity values.
 LP0179
 LP0179;                    North         East    Units  Estimated Accuracy
 LP0179;SPC UT C     - 2,196,030.      289,160.      MT  (+/- 180 meters Scaled)
 LP0179
 LP0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK465400(NAD 83)
 LP0179
 LP0179                          SUPERSEDED SURVEY CONTROL
 LP0179
 LP0179  NGVD 29 (??/??/92) 1585.391  (m)         5201.40   (f) ADJ UNCH    1 2
 LP0179
 LP0179.Superseded values are not recommended for survey control.
 LP0179
 LP0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0179.See file dsdata.pdf to determine how the superseded data were derived.
 LP0179
 LP0179_MARKER: DB = BENCH MARK DISK
 LP0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0179_STAMPING: N 68 1934
 LP0179_MARK LOGO: CGS
 LP0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0179+STABILITY: SURFACE MOTION
 LP0179
 LP0179  HISTORY     - Date     Condition        Report By
 LP0179  HISTORY     - 1934     MONUMENTED       CGS
 LP0179  HISTORY     - 1974     GOOD             NGS
 LP0179
 LP0179                          STATION DESCRIPTION
 LP0179
 LP0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0179'2.6 MI E FROM IBAPAH.
 LP0179'ABOUT 2.6 MILES EAST ALONG THE OLD LINCOLN HIGHWAY FROM IBAPAH, TOOELE
 LP0179'COUNTY, ABOUT 675 YARDS SOUTH OF THE INTERSECTION WITH THE DEEP CREEK
 LP0179'ROAD LEADING TO WENDOVER, AND 44 FEET WEST OF THE CENTER LINE OF THE
 LP0179'HIGHWAY.  A STANDARD DISK, STAMPED N 68 1934 AND SET IN THE TOP OF A
 LP0179'CONCRETE POST.
 LP0179
 LP0179                          STATION RECOVERY (1974)
 LP0179
 LP0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LP0179'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0336 ***********************************************************************
 KO0336  DESIGNATION -  N 74
 KO0336  PID         -  KO0336
 KO0336  STATE/COUNTY-  UT/MILLARD
 KO0336  COUNTRY     -  US
 KO0336  USGS QUAD   -  NORTH KNOLL SPRING (2017)
 KO0336
 KO0336                         *CURRENT SURVEY CONTROL
 KO0336  ______________________________________________________________________
 KO0336* NAD 83(1986) POSITION- 39 16 53.     (N) 113 48 05.     (W)   SCALED
 KO0336* NAVD 88 ORTHO HEIGHT -  1573.750 (meters)     5163.21  (feet) ADJUSTED
 KO0336  ______________________________________________________________________
 KO0336  GEOID HEIGHT    -        -19.978 (meters)                     GEOID18
 KO0336  DYNAMIC HEIGHT  -       1572.256 (meters)     5158.31  (feet) COMP
 KO0336  MODELED GRAVITY -    979,622.1   (mgal)                       NAVD 88
 KO0336
 KO0336  VERT ORDER      -  SECOND    CLASS 0
 KO0336
 KO0336.The horizontal coordinates were scaled from a map and have
 KO0336.an estimated accuracy of +/- 6 seconds.
 KO0336
 KO0336.The orthometric height was determined by differential leveling and
 KO0336.adjusted by the NATIONAL GEODETIC SURVEY
 KO0336.in June 1991.
 KO0336
 KO0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0336.GEOID18 height accuracy estimate available here.
 KO0336
 KO0336.Click photographs - Photos may exist for this station.
 KO0336
 KO0336.The dynamic height is computed by dividing the NAVD 88
 KO0336.geopotential number by the normal gravity value computed on the
 KO0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0336.degrees latitude (g = 980.6199 gals.).
 KO0336
 KO0336.The modeled gravity was interpolated from observed gravity values.
 KO0336
 KO0336;                    North         East    Units  Estimated Accuracy
 KO0336;SPC UT C     - 2,107,810.      301,460.      MT  (+/- 180 meters Scaled)
 KO0336
 KO0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ583517(NAD 83)
 KO0336
 KO0336                          SUPERSEDED SURVEY CONTROL
 KO0336
 KO0336  NGVD 29 (??/??/92) 1572.645  (m)         5159.59   (f) ADJ UNCH    2 0
 KO0336
 KO0336.Superseded values are not recommended for survey control.
 KO0336
 KO0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0336.See file dsdata.pdf to determine how the superseded data were derived.
 KO0336
 KO0336_MARKER: DB = BENCH MARK DISK
 KO0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0336_STAMPING: N 74 1934
 KO0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0336+STABILITY: SURFACE MOTION
 KO0336
 KO0336  HISTORY     - Date     Condition        Report By
 KO0336  HISTORY     - 1934     MONUMENTED       CGS
 KO0336  HISTORY     - 1984     GOOD             DMA
 KO0336
 KO0336                          STATION DESCRIPTION
 KO0336
 KO0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0336'11.6 MI E FROM ROBISONS RANCH.
 KO0336'11.6 MILES EAST ALONG U.S. HIGHWAY 6 FROM ROBISONS RANCH, MILLARD
 KO0336'COUNTY, 132 FEET EAST OF THE EAST BANK OF A LARGE DRY WASH, 82 FEET
 KO0336'EAST OF A DIM WAGON ROAD LEADING SOUTH, AND 57 FEET SOUTH OF THE
 KO0336'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED N 74 1934 AND
 KO0336'SET IN THE TOP OF A CONCRETE POST.
 KO0336
 KO0336                          STATION RECOVERY (1984)
 KO0336
 KO0336'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 KO0336'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0359 ***********************************************************************
 KO0359  DESIGNATION -  N 75
 KO0359  PID         -  KO0359
 KO0359  STATE/COUNTY-  UT/JUAB
 KO0359  COUNTRY     -  US
 KO0359  USGS QUAD   -  PARTOUN (2017)
 KO0359
 KO0359                         *CURRENT SURVEY CONTROL
 KO0359  ______________________________________________________________________
 KO0359* NAD 83(1994) POSITION- 39 38 28.05532(N) 113 53 27.65870(W)   ADJUSTED
 KO0359* NAVD 88 ORTHO HEIGHT -  1469.708 (meters)     4821.87  (feet) ADJUSTED
 KO0359  ______________________________________________________________________
 KO0359  GEOID HEIGHT    -        -19.582 (meters)                     GEOID18
 KO0359  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 KO0359  DYNAMIC HEIGHT  -       1468.340 (meters)     4817.38  (feet) COMP
 KO0359  MODELED GRAVITY -    979,645.4   (mgal)                       NAVD 88
 KO0359
 KO0359  HORZ ORDER      -  THIRD
 KO0359  VERT ORDER      -  SECOND    CLASS 0
 KO0359
 KO0359.The horizontal coordinates were established by classical geodetic methods
 KO0359.and adjusted by the National Geodetic Survey in November 1997.
 KO0359
 KO0359.The orthometric height was determined by differential leveling and
 KO0359.adjusted by the NATIONAL GEODETIC SURVEY
 KO0359.in June 1991.
 KO0359
 KO0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0359.GEOID18 height accuracy estimate available here.
 KO0359
 KO0359.Click photographs - Photos may exist for this station.
 KO0359
 KO0359.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0359
 KO0359.The dynamic height is computed by dividing the NAVD 88
 KO0359.geopotential number by the normal gravity value computed on the
 KO0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0359.degrees latitude (g = 980.6199 gals.).
 KO0359
 KO0359.The modeled gravity was interpolated from observed gravity values.
 KO0359
 KO0359. The following values were computed from the NAD 83(1994) position.
 KO0359
 KO0359;                    North         East     Units Scale Factor Converg.
 KO0359;SPC UT C     - 2,147,932.013   294,801.088   MT  0.99990452   -1 31 53.9
 KO0359;SPC UT C     - 7,047,006.95    967,193.24   sFT  0.99990452   -1 31 53.9
 KO0359;UTM  12      - 4,391,921.877   251,916.917   MT  1.00035779   -1 50 43.2
 KO0359
 KO0359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0359!SPC UT C     -   0.99977255  x   0.99990452  =   0.99967709
 KO0359!UTM  12      -   0.99977255  x   1.00035779  =   1.00013026
 KO0359
 KO0359:                Primary Azimuth Mark                     Grid Az
 KO0359:SPC UT C     -  GANDY                                    174 28 03.8
 KO0359:UTM  12      -  GANDY                                    174 46 53.1
 KO0359
 KO0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ5191691921(NAD 83)
 KO0359
 KO0359|---------------------------------------------------------------------|
 KO0359| PID    Reference Object                     Distance      Geod. Az  |
 KO0359|                                                           dddmmss.s |
 KO0359| KO0481 GANDY                               APPROX.15.7 KM 1725609.9 |
 KO0359|---------------------------------------------------------------------|
 KO0359
 KO0359                          SUPERSEDED SURVEY CONTROL
 KO0359
 KO0359  NAD 83(1986)-  39 38 28.05058(N)    113 53 27.65795(W) AD(       ) 3
 KO0359  NAD 27      -  39 38 28.26010(N)    113 53 24.67807(W) AD(       ) 3
 KO0359  NGVD 29 (??/??/92) 1468.612  (m)         4818.27   (f) ADJ UNCH    2 0
 KO0359  NGVD 29            1468.60   (m)         4818.2    (f) LEVELING    3  
 KO0359
 KO0359.Superseded values are not recommended for survey control.
 KO0359
 KO0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0359.See file dsdata.pdf to determine how the superseded data were derived.
 KO0359
 KO0359_MARKER: DB = BENCH MARK DISK
 KO0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0359_STAMPING: N 75 1934
 KO0359_MARK LOGO: CGS
 KO0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0359+STABILITY: SURFACE MOTION
 KO0359
 KO0359  HISTORY     - Date     Condition        Report By
 KO0359  HISTORY     - 1934     MONUMENTED       CGS
 KO0359  HISTORY     - 1959     GOOD             CGS
 KO0359
 KO0359                          STATION DESCRIPTION
 KO0359
 KO0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0359'5.0 MI S FROM TROUT CREEK.
 KO0359'5.0 MILES SOUTH ALONG THE ROAD LEADING TO ROBINSON RANCH FROM THE OLD
 KO0359'POST OFFICE AT TROUT CREEK, 204 FEET SOUTHEAST OF A SMALL DRY ROCKY
 KO0359'WASH, AND 4 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD.  SET IN THE
 KO0359'TOP OF A CONCRETE POST.
 KO0359
 KO0359                          STATION RECOVERY (1959)
 KO0359
 KO0359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KO0359'ABOUT 5 MI. S. ALONG THE RD. LEADING TO ROBINSON RANCH FROM THE OLD
 KO0359'POST OFFICE AT TROUT CREEK, JUAB COUNTY, ABOUT 204 FT. SE. OF A SMALL
 KO0359'DRY ROCKY WASH, AND 4 FT. SE. OF THE CENTERLINE OF THE RD.
 KO0359'
 KO0359'STATION MARK--STANDARD USC AND GS BENCH MARK DISK, STAMPED ---N 75
 KO0359'1934---, SET IN TOP OF CONCRETE POST.
 KO0359'
 KO0359'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0183 ***********************************************************************
 LP0183  DESIGNATION -  N 76
 LP0183  PID         -  LP0183
 LP0183  STATE/COUNTY-  UT/TOOELE
 LP0183  COUNTRY     -  US
 LP0183  USGS QUAD   -  GOLD HILL (2017)
 LP0183
 LP0183                         *CURRENT SURVEY CONTROL
 LP0183  ______________________________________________________________________
 LP0183* NAD 83(1986) POSITION- 40 11 15.     (N) 113 48 57.     (W)   SCALED
 LP0183* NAVD 88 ORTHO HEIGHT -  1528.510 (meters)     5014.79  (feet) ADJUSTED
 LP0183  ______________________________________________________________________
 LP0183  GEOID HEIGHT    -        -18.889 (meters)                     GEOID18
 LP0183  DYNAMIC HEIGHT  -       1527.204 (meters)     5010.50  (feet) COMP
 LP0183  MODELED GRAVITY -    979,717.8   (mgal)                       NAVD 88
 LP0183
 LP0183  VERT ORDER      -  SECOND    CLASS 0
 LP0183
 LP0183.The horizontal coordinates were scaled from a map and have
 LP0183.an estimated accuracy of +/- 6 seconds.
 LP0183
 LP0183.The orthometric height was determined by differential leveling and
 LP0183.adjusted by the NATIONAL GEODETIC SURVEY
 LP0183.in June 1991.
 LP0183
 LP0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0183.GEOID18 height accuracy estimate available here.
 LP0183
 LP0183.Click photographs - Photos may exist for this station.
 LP0183
 LP0183.The dynamic height is computed by dividing the NAVD 88
 LP0183.geopotential number by the normal gravity value computed on the
 LP0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0183.degrees latitude (g = 980.6199 gals.).
 LP0183
 LP0183.The modeled gravity was interpolated from observed gravity values.
 LP0183
 LP0183;                    North         East    Units  Estimated Accuracy
 LP0183;SPC UT C     - 2,208,400.      302,820.      MT  (+/- 180 meters Scaled)
 LP0183
 LP0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK602523(NAD 83)
 LP0183
 LP0183                          SUPERSEDED SURVEY CONTROL
 LP0183
 LP0183  NGVD 29 (??/??/92) 1527.462  (m)         5011.35   (f) ADJ UNCH    2 0
 LP0183
 LP0183.Superseded values are not recommended for survey control.
 LP0183
 LP0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0183.See file dsdata.pdf to determine how the superseded data were derived.
 LP0183
 LP0183_MARKER: DB = BENCH MARK DISK
 LP0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0183_STAMPING: N 76 1934
 LP0183_MARK LOGO: CGS
 LP0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0183+STABILITY: SURFACE MOTION
 LP0183
 LP0183  HISTORY     - Date     Condition        Report By
 LP0183  HISTORY     - 1934     MONUMENTED       CGS
 LP0183
 LP0183                          STATION DESCRIPTION
 LP0183
 LP0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0183'1.7 MI N FROM GOLD HILL.
 LP0183'ABOUT 1.7 MILES NORTH ALONG THE DEEP CREEK RAILROAD FROM THE STATION
 LP0183'AT GOLD HILL, TOOELE COUNTY, ABOUT 75 FEET SOUTHEAST OF MILEPOST 43,
 LP0183'ON THE TOP OF A SMALL RIDGE BETWEEN TWO DRY WASHES, AND 69 FEET EAST
 LP0183'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED N 76 1934
 LP0183'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0108 ***********************************************************************
 LP0108  DESIGNATION -  N 77
 LP0108  PID         -  LP0108
 LP0108  STATE/COUNTY-  UT/TOOELE
 LP0108  COUNTRY     -  US
 LP0108  USGS QUAD   -  LOW (2017)
 LP0108
 LP0108                         *CURRENT SURVEY CONTROL
 LP0108  ______________________________________________________________________
 LP0108* NAD 83(1986) POSITION- 40 46 18.     (N) 112 57 19.     (W)   SCALED
 LP0108* NAVD 88 ORTHO HEIGHT -  1406.816 (meters)     4615.53  (feet) ADJUSTED
 LP0108  ______________________________________________________________________
 LP0108  GEOID HEIGHT    -        -17.520 (meters)                     GEOID18
 LP0108  DYNAMIC HEIGHT  -       1405.728 (meters)     4611.96  (feet) COMP
 LP0108  MODELED GRAVITY -    979,801.9   (mgal)                       NAVD 88
 LP0108
 LP0108  VERT ORDER      -  SECOND    CLASS 0
 LP0108
 LP0108.The horizontal coordinates were scaled from a map and have
 LP0108.an estimated accuracy of +/- 6 seconds.
 LP0108
 LP0108.The orthometric height was determined by differential leveling and
 LP0108.adjusted by the NATIONAL GEODETIC SURVEY
 LP0108.in June 1991.
 LP0108
 LP0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0108.GEOID18 height accuracy estimate available here.
 LP0108
 LP0108.Click photographs - Photos may exist for this station.
 LP0108
 LP0108.The dynamic height is computed by dividing the NAVD 88
 LP0108.geopotential number by the normal gravity value computed on the
 LP0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0108.degrees latitude (g = 980.6199 gals.).
 LP0108
 LP0108.The modeled gravity was interpolated from observed gravity values.
 LP0108
 LP0108;                    North         East    Units  Estimated Accuracy
 LP0108;SPC UT C     - 2,271,710.      377,140.      MT  (+/- 180 meters Scaled)
 LP0108
 LP0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL349152(NAD 83)
 LP0108
 LP0108                          SUPERSEDED SURVEY CONTROL
 LP0108
 LP0108  NGVD 29 (??/??/92) 1405.765  (m)         4612.08   (f) ADJ UNCH    2 0
 LP0108
 LP0108.Superseded values are not recommended for survey control.
 LP0108
 LP0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0108.See file dsdata.pdf to determine how the superseded data were derived.
 LP0108
 LP0108_MARKER: DB = BENCH MARK DISK
 LP0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0108_STAMPING: N 77 1934
 LP0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0108+STABILITY: SURFACE MOTION
 LP0108
 LP0108  HISTORY     - Date     Condition        Report By
 LP0108  HISTORY     - 1934     MONUMENTED       CGS
 LP0108  HISTORY     - 1973     MARK NOT FOUND   USGS
 LP0108
 LP0108                          STATION DESCRIPTION
 LP0108
 LP0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0108'19.7 MI E FROM KNOLLS.
 LP0108'19.7 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM KNOLLS, TOOELE
 LP0108'COUNTY, 45 FEET EAST OF MILEPOST 865, AT THE EAST EDGE OF A DIM WAGON
 LP0108'ROAD, AND 87 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 LP0108'DISK, STAMPED N 77 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LP0108
 LP0108                          STATION RECOVERY (1973)
 LP0108
 LP0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LP0108'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0266 ***********************************************************************
 KO0266  DESIGNATION -  N 78
 KO0266  PID         -  KO0266
 KO0266  STATE/COUNTY-  UT/MILLARD
 KO0266  COUNTRY     -  US
 KO0266  USGS QUAD   -  SMELTER KNOLLS WEST (2017)
 KO0266
 KO0266                         *CURRENT SURVEY CONTROL
 KO0266  ______________________________________________________________________
 KO0266* NAD 83(1986) POSITION- 39 29 02.     (N) 112 59 36.     (W)   SCALED
 KO0266* NAVD 88 ORTHO HEIGHT -  1620.429 (meters)     5316.36  (feet) ADJUSTED
 KO0266  ______________________________________________________________________
 KO0266  GEOID HEIGHT    -        -19.457 (meters)                     GEOID18
 KO0266  DYNAMIC HEIGHT  -       1618.917 (meters)     5311.40  (feet) COMP
 KO0266  MODELED GRAVITY -    979,636.0   (mgal)                       NAVD 88
 KO0266
 KO0266  VERT ORDER      -  SECOND    CLASS 0
 KO0266
 KO0266.The horizontal coordinates were scaled from a map and have
 KO0266.an estimated accuracy of +/- 6 seconds.
 KO0266
 KO0266.The orthometric height was determined by differential leveling and
 KO0266.adjusted by the NATIONAL GEODETIC SURVEY
 KO0266.in June 1991.
 KO0266
 KO0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0266.GEOID18 height accuracy estimate available here.
 KO0266
 KO0266.Click photographs - Photos may exist for this station.
 KO0266
 KO0266.The dynamic height is computed by dividing the NAVD 88
 KO0266.geopotential number by the normal gravity value computed on the
 KO0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0266.degrees latitude (g = 980.6199 gals.).
 KO0266
 KO0266.The modeled gravity was interpolated from observed gravity values.
 KO0266
 KO0266;                    North         East    Units  Estimated Accuracy
 KO0266;SPC UT C     - 2,128,810.      371,540.      MT  (+/- 180 meters Scaled)
 KO0266
 KO0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ285723(NAD 83)
 KO0266
 KO0266                          SUPERSEDED SURVEY CONTROL
 KO0266
 KO0266  NGVD 29 (??/??/92) 1619.288  (m)         5312.61   (f) ADJ UNCH    2 0
 KO0266
 KO0266.Superseded values are not recommended for survey control.
 KO0266
 KO0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0266.See file dsdata.pdf to determine how the superseded data were derived.
 KO0266
 KO0266_MARKER: DB = BENCH MARK DISK
 KO0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0266_STAMPING: N 78 1934
 KO0266_MARK LOGO: CGS
 KO0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0266+STABILITY: SURFACE MOTION
 KO0266
 KO0266  HISTORY     - Date     Condition        Report By
 KO0266  HISTORY     - 1934     MONUMENTED       CGS
 KO0266
 KO0266                          STATION DESCRIPTION
 KO0266
 KO0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0266'17.5 MI NW FROM ABRAHAM.
 KO0266'17.5 MILES NORTHWEST ALONG THE HINCKLEY-CALLAO ROAD FROM ABRAHAM, AT
 KO0266'FOOT OF SMALL ROUND ROCKY HILL, 90 FEET SOUTHWEST OF DIM WAGON ROAD
 KO0266'LEADING NORTH, AND 60 FEET SOUTH OF HINCKLEY-CALLAO ROAD.  SET IN TOP
 KO0266'OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0305 ***********************************************************************
 KO0305  DESIGNATION -  N 79
 KO0305  PID         -  KO0305
 KO0305  STATE/COUNTY-  UT/JUAB
 KO0305  COUNTRY     -  US
 KO0305  USGS QUAD   -  FISH SPRINGS SW (2017)
 KO0305
 KO0305                         *CURRENT SURVEY CONTROL
 KO0305  ______________________________________________________________________
 KO0305* NAD 83(1986) POSITION- 39 52 15.     (N) 113 28 10.     (W)   SCALED
 KO0305* NAVD 88 ORTHO HEIGHT -  1322.889 (meters)     4340.18  (feet) ADJUSTED
 KO0305  ______________________________________________________________________
 KO0305  GEOID HEIGHT    -        -19.360 (meters)                     GEOID18
 KO0305  DYNAMIC HEIGHT  -       1321.769 (meters)     4336.50  (feet) COMP
 KO0305  MODELED GRAVITY -    979,733.2   (mgal)                       NAVD 88
 KO0305
 KO0305  VERT ORDER      -  SECOND    CLASS 0
 KO0305
 KO0305.The horizontal coordinates were scaled from a map and have
 KO0305.an estimated accuracy of +/- 6 seconds.
 KO0305
 KO0305.The orthometric height was determined by differential leveling and
 KO0305.adjusted by the NATIONAL GEODETIC SURVEY
 KO0305.in June 1991.
 KO0305
 KO0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0305.GEOID18 height accuracy estimate available here.
 KO0305
 KO0305.Click photographs - Photos may exist for this station.
 KO0305
 KO0305.The dynamic height is computed by dividing the NAVD 88
 KO0305.geopotential number by the normal gravity value computed on the
 KO0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0305.degrees latitude (g = 980.6199 gals.).
 KO0305
 KO0305.The modeled gravity was interpolated from observed gravity values.
 KO0305
 KO0305;                    North         East    Units  Estimated Accuracy
 KO0305;SPC UT C     - 2,172,550.      331,540.      MT  (+/- 180 meters Scaled)
 KO0305
 KO0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK888163(NAD 83)
 KO0305
 KO0305                          SUPERSEDED SURVEY CONTROL
 KO0305
 KO0305  NGVD 29 (??/??/92) 1321.884  (m)         4336.88   (f) ADJ UNCH    2 0
 KO0305
 KO0305.Superseded values are not recommended for survey control.
 KO0305
 KO0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0305.See file dsdata.pdf to determine how the superseded data were derived.
 KO0305
 KO0305_MARKER: DB = BENCH MARK DISK
 KO0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0305_STAMPING: N 79 1934
 KO0305_MARK LOGO: CGS
 KO0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0305+STABILITY: SURFACE MOTION
 KO0305
 KO0305  HISTORY     - Date     Condition        Report By
 KO0305  HISTORY     - 1934     MONUMENTED       CGS
 KO0305  HISTORY     - 1967     GOOD             USGS
 KO0305
 KO0305                          STATION DESCRIPTION
 KO0305
 KO0305'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 KO0305'4.6 MI W FROM FISH SPRINGS.
 KO0305'4.6 MI WEST ALONG THE HINCKLEY-CALLAO ROAD FROM FISH SPRINGS.  FISH
 KO0305'SPRINGS NATIONAL WILDLIFE REFUGE HEADQUARTERS, 0.1 MI NORTH AND WEST
 KO0305'OF ALONG PONY EXPRESS ROAD, THENCE 0.4 MI SW ALONG OLD HINCKLEY-CALLAO
 KO0305'ROAD, 31 FT NW OF ROAD.  PROJECTING 0.6 FT. SET IN THE TOP OF A
 KO0305'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0153 ***********************************************************************
 LP0153  DESIGNATION -  N 81
 LP0153  PID         -  LP0153
 LP0153  STATE/COUNTY-  UT/TOOELE
 LP0153  COUNTRY     -  US
 LP0153  USGS QUAD   -  DUGWAY PROVING GROUND SW (2017)
 LP0153
 LP0153                         *CURRENT SURVEY CONTROL
 LP0153  ______________________________________________________________________
 LP0153* NAD 83(1986) POSITION- 40 04 35.     (N) 113 11 11.     (W)   SCALED
 LP0153* NAVD 88 ORTHO HEIGHT -  1313.690 (meters)     4310.00  (feet) ADJUSTED
 LP0153  ______________________________________________________________________
 LP0153  GEOID HEIGHT    -        -18.954 (meters)                     GEOID18
 LP0153  DYNAMIC HEIGHT  -       1312.595 (meters)     4306.41  (feet) COMP
 LP0153  MODELED GRAVITY -    979,747.1   (mgal)                       NAVD 88
 LP0153
 LP0153  VERT ORDER      -  SECOND    CLASS 0
 LP0153
 LP0153.The horizontal coordinates were scaled from a map and have
 LP0153.an estimated accuracy of +/- 6 seconds.
 LP0153
 LP0153.The orthometric height was determined by differential leveling and
 LP0153.adjusted by the NATIONAL GEODETIC SURVEY
 LP0153.in June 1991.
 LP0153
 LP0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0153.GEOID18 height accuracy estimate available here.
 LP0153
 LP0153.Click photographs - Photos may exist for this station.
 LP0153
 LP0153.The dynamic height is computed by dividing the NAVD 88
 LP0153.geopotential number by the normal gravity value computed on the
 LP0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0153.degrees latitude (g = 980.6199 gals.).
 LP0153
 LP0153.The modeled gravity was interpolated from observed gravity values.
 LP0153
 LP0153;                    North         East    Units  Estimated Accuracy
 LP0153;SPC UT C     - 2,194,870.      356,180.      MT  (+/- 180 meters Scaled)
 LP0153
 LP0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK135385(NAD 83)
 LP0153
 LP0153                          SUPERSEDED SURVEY CONTROL
 LP0153
 LP0153  NGVD 29 (??/??/92) 1312.664  (m)         4306.63   (f) ADJ UNCH    2 0
 LP0153
 LP0153.Superseded values are not recommended for survey control.
 LP0153
 LP0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0153.See file dsdata.pdf to determine how the superseded data were derived.
 LP0153
 LP0153_MARKER: DB = BENCH MARK DISK
 LP0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0153_STAMPING: N 81 1934
 LP0153_MARK LOGO: CGS
 LP0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0153+STABILITY: SURFACE MOTION
 LP0153
 LP0153  HISTORY     - Date     Condition        Report By
 LP0153  HISTORY     - 1934     MONUMENTED       CGS
 LP0153
 LP0153                          STATION DESCRIPTION
 LP0153
 LP0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0153'20 MI W FROM ORRS RANCH.
 LP0153'ABOUT 20 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0153'TOOELE COUNTY, THENCE ABOUT 16.2 MILES SOUTHWEST ALONG THE ROAD
 LP0153'LEADING TO FISH SPRINGS, ABOUT 235 FEET SOUTH OF A SMALL RIDGE OF SAND
 LP0153'HILLS, AND 61 FEET NORTH OF THE CENTER LINE OF THE ROAD.  A STANDARD
 LP0153'DISK, STAMPED N 81 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0128 ***********************************************************************
 LQ0128  DESIGNATION -  N 83
 LQ0128  PID         -  LQ0128
 LQ0128  STATE/COUNTY-  UT/TOOELE
 LQ0128  COUNTRY     -  US
 LQ0128  USGS QUAD   -  MINERS CANYON (2018)
 LQ0128
 LQ0128                         *CURRENT SURVEY CONTROL
 LQ0128  ______________________________________________________________________
 LQ0128* NAD 83(1986) POSITION- 40 54 50.     (N) 114 00 33.     (W)   SCALED
 LQ0128* NAVD 88 ORTHO HEIGHT -  1298.306 (meters)     4259.53  (feet) ADJUSTED
 LQ0128  ______________________________________________________________________
 LQ0128  GEOID HEIGHT    -        -17.839 (meters)                     GEOID18
 LQ0128  DYNAMIC HEIGHT  -       1297.310 (meters)     4256.26  (feet) COMP
 LQ0128  MODELED GRAVITY -    979,812.8   (mgal)                       NAVD 88
 LQ0128
 LQ0128  VERT ORDER      -  SECOND    CLASS 0
 LQ0128
 LQ0128.The horizontal coordinates were scaled from a map and have
 LQ0128.an estimated accuracy of +/- 6 seconds.
 LQ0128
 LQ0128.The orthometric height was determined by differential leveling and
 LQ0128.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0128.in June 1991.
 LQ0128
 LQ0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0128.GEOID18 height accuracy estimate available here.
 LQ0128
 LQ0128.Click photographs - Photos may exist for this station.
 LQ0128
 LQ0128.The dynamic height is computed by dividing the NAVD 88
 LQ0128.geopotential number by the normal gravity value computed on the
 LQ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0128.degrees latitude (g = 980.6199 gals.).
 LQ0128
 LQ0128.The modeled gravity was interpolated from observed gravity values.
 LQ0128
 LQ0128;                    North         East    Units  Estimated Accuracy
 LQ0128;SPC UT C     - 2,289,470.      288,630.      MT  (+/- 180 meters Scaled)
 LQ0128
 LQ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF518335(NAD 83)
 LQ0128
 LQ0128                          SUPERSEDED SURVEY CONTROL
 LQ0128
 LQ0128  NGVD 29 (??/??/92) 1297.312  (m)         4256.26   (f) ADJ UNCH    2 0
 LQ0128
 LQ0128.Superseded values are not recommended for survey control.
 LQ0128
 LQ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0128.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0128
 LQ0128_MARKER: DB = BENCH MARK DISK
 LQ0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0128_STAMPING: N 83 1958
 LQ0128_MARK LOGO: CGS
 LQ0128_PROJECTION: PROJECTING 15 CENTIMETERS
 LQ0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0128+STABILITY: SURFACE MOTION
 LQ0128
 LQ0128  HISTORY     - Date     Condition        Report By
 LQ0128  HISTORY     - 1958     MONUMENTED       CGS
 LQ0128
 LQ0128                          STATION DESCRIPTION
 LQ0128
 LQ0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0128'14.3 MI N FROM WENDOVER.
 LQ0128'0.9 MILE EAST ALONG U.S. HIGHWAY 40 AND 50 ALTERNATE FROM THE
 LQ0128'NEVADA-UTAH STATE LINE AT WENDOVER, THENCE 5.1 MILES NORTH ALONG A
 LQ0128'GRAVEL ROAD, THENCE 8.3 MILES NORTH ALONG A DIRT ROAD, 158 FEET NORTH
 LQ0128'OF THE CENTER OF THE JUNCTION OF A DIRT ROAD NORTHEAST, 33 FEET EAST
 LQ0128'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 32 FEET NORTHWEST OF THE
 LQ0128'CENTER LINE OF THE ROAD NORTHEAST, 2.9 FEET NORTH OF A WITNESS POST,
 LQ0128'ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE POST
 LQ0128'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0395 ***********************************************************************
 MS0395  DESIGNATION -  N 84
 MS0395  PID         -  MS0395
 MS0395  STATE/COUNTY-  UT/BOX ELDER
 MS0395  COUNTRY     -  US
 MS0395  USGS QUAD   -  CRATER ISLAND SW (2017)
 MS0395
 MS0395                         *CURRENT SURVEY CONTROL
 MS0395  ______________________________________________________________________
 MS0395* NAD 83(1986) POSITION- 41 04 52.     (N) 113 58 24.     (W)   SCALED
 MS0395* NAVD 88 ORTHO HEIGHT -  1314.104 (meters)     4311.36  (feet) ADJUSTED
 MS0395  ______________________________________________________________________
 MS0395  GEOID HEIGHT    -        -17.418 (meters)                     GEOID18
 MS0395  DYNAMIC HEIGHT  -       1313.119 (meters)     4308.12  (feet) COMP
 MS0395  MODELED GRAVITY -    979,829.1   (mgal)                       NAVD 88
 MS0395
 MS0395  VERT ORDER      -  SECOND    CLASS 0
 MS0395
 MS0395.The horizontal coordinates were scaled from a map and have
 MS0395.an estimated accuracy of +/- 6 seconds.
 MS0395
 MS0395.The orthometric height was determined by differential leveling and
 MS0395.adjusted by the NATIONAL GEODETIC SURVEY
 MS0395.in June 1991.
 MS0395
 MS0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0395.GEOID18 height accuracy estimate available here.
 MS0395
 MS0395.Click photographs - Photos may exist for this station.
 MS0395
 MS0395.The dynamic height is computed by dividing the NAVD 88
 MS0395.geopotential number by the normal gravity value computed on the
 MS0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0395.degrees latitude (g = 980.6199 gals.).
 MS0395
 MS0395.The modeled gravity was interpolated from observed gravity values.
 MS0395
 MS0395;                    North         East    Units  Estimated Accuracy
 MS0395;SPC UT N     - 1,086,000.      292,200.      MT  (+/- 180 meters Scaled)
 MS0395
 MS0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL502520(NAD 83)
 MS0395
 MS0395                          SUPERSEDED SURVEY CONTROL
 MS0395
 MS0395  NGVD 29 (??/??/92) 1313.11   (m)         4308.1    (f) COMPUTED    2 0
 MS0395
 MS0395.Superseded values are not recommended for survey control.
 MS0395
 MS0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0395.See file dsdata.pdf to determine how the superseded data were derived.
 MS0395
 MS0395_MARKER: DB = BENCH MARK DISK
 MS0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0395_STAMPING: N 84 1958
 MS0395_MARK LOGO: CGS
 MS0395_MAGNETIC: N = NO MAGNETIC MATERIAL
 MS0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0395+STABILITY: SURFACE MOTION
 MS0395
 MS0395  HISTORY     - Date     Condition        Report By
 MS0395  HISTORY     - 1958     MONUMENTED       CGS
 MS0395  HISTORY     - 19980806 GOOD             NIMA
 MS0395
 MS0395                          STATION DESCRIPTION
 MS0395
 MS0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MS0395'20.1 MI S FROM LUCIN.
 MS0395'20.1 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT LUCIN,
 MS0395'0.1 MILE SOUTH OF THE JUNCTION FEET WEST OF THE CENTER LINE OF THE
 MS0395'ROAD, 62 FEET WEST AND ACROSS THE ROAD FROM A FENCE, 2.4 FEET EAST OF
 MS0395'A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP
 MS0395'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MS0395
 MS0395                          STATION RECOVERY (1998)
 MS0395
 MS0395'RECOVERY NOTE BY NATIONAL IMAGERY + MAPPING AGENCY 1998 (JDT)
 MS0395'GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0603 ***********************************************************************
 LO0603  DESIGNATION -  N 86
 LO0603  PID         -  LO0603
 LO0603  STATE/COUNTY-  UT/SUMMIT
 LO0603  COUNTRY     -  US
 LO0603  USGS QUAD   -  PARK CITY WEST (2017)
 LO0603
 LO0603                         *CURRENT SURVEY CONTROL
 LO0603  ______________________________________________________________________
 LO0603* NAD 83(1986) POSITION- 40 43 33.     (N) 111 32 19.     (W)   SCALED
 LO0603* NAVD 88 ORTHO HEIGHT -  1942.414 (meters)     6372.74  (feet) POSTED
 LO0603  ______________________________________________________________________
 LO0603  GEOID HEIGHT    -        -15.692 (meters)                     GEOID18
 LO0603  DYNAMIC HEIGHT  -       1940.62  (meters)     6366.9   (feet) COMP
 LO0603  MODELED GRAVITY -    979,631.9   (mgal)                       NAVD 88
 LO0603
 LO0603  VERT ORDER      -  * POSTED, SEE BELOW
 LO0603
 LO0603.The horizontal coordinates were scaled from a map and have
 LO0603.an estimated accuracy of +/- 6 seconds.
 LO0603
 LO0603.The orthometric height was determined by differential leveling
 LO0603.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LO0603
 LO0603.* This is a POSTED BENCH MARK height.
 LO0603
 LO0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0603.GEOID18 height accuracy estimate available here.
 LO0603
 LO0603.Click photographs - Photos may exist for this station.
 LO0603
 LO0603.The dynamic height is computed by dividing the NAVD 88
 LO0603.geopotential number by the normal gravity value computed on the
 LO0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0603.degrees latitude (g = 980.6199 gals.).
 LO0603
 LO0603.The modeled gravity was interpolated from observed gravity values.
 LO0603
 LO0603;                    North         East    Units  Estimated Accuracy
 LO0603;SPC UT N     - 1,043,590.      496,740.      MT  (+/- 180 meters Scaled)
 LO0603
 LO0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL545084(NAD 83)
 LO0603
 LO0603                          SUPERSEDED SURVEY CONTROL
 LO0603
 LO0603  NGVD 29 (??/??/92) 1941.184  (m)         6368.70   (f) ADJ UNCH    2 0
 LO0603
 LO0603.Superseded values are not recommended for survey control.
 LO0603
 LO0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0603.See file dsdata.pdf to determine how the superseded data were derived.
 LO0603
 LO0603_MARKER: DB = BENCH MARK DISK
 LO0603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0603_SP_SET: CULVERT
 LO0603_STAMPING: N 86 1934
 LO0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0603
 LO0603  HISTORY     - Date     Condition        Report By
 LO0603  HISTORY     - 1934     MONUMENTED       CGS
 LO0603  HISTORY     - 20120424 MARK NOT FOUND   GEOCAC
 LO0603
 LO0603                          STATION DESCRIPTION
 LO0603
 LO0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0603'2.25 MI N FROM SNYDERVILLE.
 LO0603'2-1/4 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 LO0603'FROM THE STATION SIGN AT SNYDERVILLE, SUMMIT COUNTY, AT THE CROSSING
 LO0603'OF STATE HIGHWAY 530, 18 FEET SOUTHWEST OF THE TRACK, 18 FEET SOUTH OF
 LO0603'THE CENTERLINE OF THE HIGHWAY, AT A CULVERT, AND IN THE TOP OF THE
 LO0603'SOUTH HEADWALL.  A STANDARD DISK, STAMPED N 86 1934.
 LO0603
 LO0603                          STATION RECOVERY (2012)
 LO0603
 LO0603'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 LO0603'NO TRACE OF ANY OF THE ITEMS SPECIFIED IN THE DESCRIPTION WERE FOUND
 LO0603'AT THIS LOCATION ALTHOUGH RASMUSSEN ROAD APPEARS TO FOLLOW THE OLD
 LO0603'RAILROAD ROADBED. THIS MARK WOULD BE IN A SUBDIVISION THAT APPEARS
 LO0603'RELATIVELY NEW AND IS ADJACENT TO RASMUSSEN ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0106 ***********************************************************************
 MS0106  DESIGNATION -  N 88
 MS0106  PID         -  MS0106
 MS0106  STATE/COUNTY-  UT/BOX ELDER
 MS0106  COUNTRY     -  US
 MS0106  USGS QUAD   -  BLIND SPRINGS (2017)
 MS0106
 MS0106                         *CURRENT SURVEY CONTROL
 MS0106  ______________________________________________________________________
 MS0106* NAD 83(1986) POSITION- 41 46 04.     (N) 112 15 59.     (W)   SCALED
 MS0106* NAVD 88 ORTHO HEIGHT -  1392.420 (meters)     4568.30  (feet) ADJUSTED
 MS0106  ______________________________________________________________________
 MS0106  GEOID HEIGHT    -        -15.379 (meters)                     GEOID18
 MS0106  DYNAMIC HEIGHT  -       1391.457 (meters)     4565.14  (feet) COMP
 MS0106  MODELED GRAVITY -    979,882.6   (mgal)                       NAVD 88
 MS0106
 MS0106  VERT ORDER      -  SECOND    CLASS 0
 MS0106
 MS0106.The horizontal coordinates were scaled from a map and have
 MS0106.an estimated accuracy of +/- 6 seconds.
 MS0106
 MS0106.The orthometric height was determined by differential leveling and
 MS0106.adjusted by the NATIONAL GEODETIC SURVEY
 MS0106.in June 1991.
 MS0106
 MS0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0106.GEOID18 height accuracy estimate available here.
 MS0106
 MS0106.Click photographs - Photos may exist for this station.
 MS0106
 MS0106.The dynamic height is computed by dividing the NAVD 88
 MS0106.geopotential number by the normal gravity value computed on the
 MS0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0106.degrees latitude (g = 980.6199 gals.).
 MS0106
 MS0106.The modeled gravity was interpolated from observed gravity values.
 MS0106
 MS0106;                    North         East    Units  Estimated Accuracy
 MS0106;SPC UT N     - 1,159,580.      436,280.      MT  (+/- 180 meters Scaled)
 MS0106
 MS0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM947247(NAD 83)
 MS0106
 MS0106                          SUPERSEDED SURVEY CONTROL
 MS0106
 MS0106  NGVD 29 (??/??/92) 1391.406  (m)         4564.97   (f) ADJ UNCH    2 0
 MS0106
 MS0106.Superseded values are not recommended for survey control.
 MS0106
 MS0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0106.See file dsdata.pdf to determine how the superseded data were derived.
 MS0106
 MS0106_MARKER: DB = BENCH MARK DISK
 MS0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0106_STAMPING: N 88 1934
 MS0106_MARK LOGO: CGS
 MS0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0106+STABILITY: SURFACE MOTION
 MS0106
 MS0106  HISTORY     - Date     Condition        Report By
 MS0106  HISTORY     - 1934     MONUMENTED       CGS
 MS0106  HISTORY     - 1968     MARK NOT FOUND   USGS
 MS0106
 MS0106                          STATION DESCRIPTION
 MS0106
 MS0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0106'7.5 MI W FROM TREMONTON.
 MS0106'7.5 MILES WEST ALONG U.S. HIGHWAY 30 S FROM THE OREGON SHORT LINE
 MS0106'RAILROAD STATION AT TREMONTON, 1 MILE SOUTH OF A FARMHOUSE, AND AT THE
 MS0106'JUNCTION OF A T-ROAD LEADING WEST, AND SET IN THE TOP OF A CONCRETE
 MS0106'POST.  NOTE-- FOR SEVERAL MILES THROUGH THIS AREA THE HIGHWAY HAS BEEN
 MS0106'WIDENED WITH A LARGE BORROW PIT ON EACH SIDE.
 MS0106
 MS0106                          STATION RECOVERY (1968)
 MS0106
 MS0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MS0106'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0307 ***********************************************************************
 MS0307  DESIGNATION -  N 89
 MS0307  PID         -  MS0307
 MS0307  STATE/COUNTY-  UT/BOX ELDER
 MS0307  COUNTRY     -  US
 MS0307  USGS QUAD   -  KELTON PASS (2017)
 MS0307
 MS0307                         *CURRENT SURVEY CONTROL
 MS0307  ______________________________________________________________________
 MS0307* NAD 83(1986) POSITION- 41 58 45.     (N) 113 09 54.     (W)   SCALED
 MS0307* NAVD 88 ORTHO HEIGHT -  1582.264 (meters)     5191.14  (feet) ADJUSTED
 MS0307  ______________________________________________________________________
 MS0307  GEOID HEIGHT    -        -14.565 (meters)                     GEOID18
 MS0307  DYNAMIC HEIGHT  -       1581.183 (meters)     5187.60  (feet) COMP
 MS0307  MODELED GRAVITY -    979,883.0   (mgal)                       NAVD 88
 MS0307
 MS0307  VERT ORDER      -  FIRST     CLASS II
 MS0307
 MS0307.The horizontal coordinates were scaled from a map and have
 MS0307.an estimated accuracy of +/- 6 seconds.
 MS0307
 MS0307.The orthometric height was determined by differential leveling and
 MS0307.adjusted by the NATIONAL GEODETIC SURVEY
 MS0307.in June 1991.
 MS0307
 MS0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0307.GEOID18 height accuracy estimate available here.
 MS0307
 MS0307.Click photographs - Photos may exist for this station.
 MS0307
 MS0307.The dynamic height is computed by dividing the NAVD 88
 MS0307.geopotential number by the normal gravity value computed on the
 MS0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0307.degrees latitude (g = 980.6199 gals.).
 MS0307
 MS0307.The modeled gravity was interpolated from observed gravity values.
 MS0307
 MS0307;                    North         East    Units  Estimated Accuracy
 MS0307;SPC UT N     - 1,184,100.      362,010.      MT  (+/- 180 meters Scaled)
 MS0307
 MS0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM206497(NAD 83)
 MS0307
 MS0307                          SUPERSEDED SURVEY CONTROL
 MS0307
 MS0307  NGVD 29 (??/??/92) 1581.191  (m)         5187.62   (f) ADJ UNCH    1 2
 MS0307
 MS0307.Superseded values are not recommended for survey control.
 MS0307
 MS0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0307.See file dsdata.pdf to determine how the superseded data were derived.
 MS0307
 MS0307_MARKER: DB = BENCH MARK DISK
 MS0307_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0307_SP_SET: CONCRETE HEADWALL
 MS0307_STAMPING: N 89 1934
 MS0307_MARK LOGO: CGS
 MS0307_MAGNETIC: N = NO MAGNETIC MATERIAL
 MS0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0307
 MS0307  HISTORY     - Date     Condition        Report By
 MS0307  HISTORY     - 1934     MONUMENTED       CGS
 MS0307  HISTORY     - 1957     GOOD             CGS
 MS0307  HISTORY     - 19741011 GOOD             USGS
 MS0307  HISTORY     - 19850919 GOOD             USGS
 MS0307
 MS0307                          STATION DESCRIPTION
 MS0307
 MS0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MS0307'3.0 MI E FROM STREVELL, ID.
 MS0307'IN BOX ELDER COUNTY, UTAH, 3.0 MILES EAST ALONG U.S. HIGHWAY 30 S FROM
 MS0307'THE AIRWAY STATION AT STREVELL, CASSIA COUNTY, IDAHO, AT A CONCRETE
 MS0307'CULVERT, IN THE TOP OF THE HEADWALL, 15 FEET NORTH OF THE CENTERLINE
 MS0307'OF THE HIGHWAY, AND 6 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 MS0307'STAMPED N 89 1934.  NOTE-- THIS MARK IS NOW LOCATED ON THE ABANDONED
 MS0307'PORTION OF THE OLD HIGHWAY US 30 S BEGINNING AT THE IDAHO - UTAH STATE
 MS0307'LINE.
 MS0307
 MS0307                          STATION RECOVERY (1974)
 MS0307
 MS0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MS0307'RECOVERED IN GOOD CONDITION.
 MS0307
 MS0307                          STATION RECOVERY (1985)
 MS0307
 MS0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (GH)
 MS0307'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0059 ***********************************************************************
 MS0059  DESIGNATION -  N 9
 MS0059  PID         -  MS0059
 MS0059  STATE/COUNTY-  UT/BOX ELDER
 MS0059  COUNTRY     -  US
 MS0059  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0059
 MS0059                         *CURRENT SURVEY CONTROL
 MS0059  ______________________________________________________________________
 MS0059* NAD 83(1986) POSITION- 41 33 01.     (N) 112 06 36.     (W)   SCALED
 MS0059* NAVD 88 ORTHO HEIGHT -  1290.060 (meters)     4232.47  (feet) ADJUSTED
 MS0059  ______________________________________________________________________
 MS0059  GEOID HEIGHT    -        -16.220 (meters)                     GEOID18
 MS0059  DYNAMIC HEIGHT  -       1289.131 (meters)     4229.42  (feet) COMP
 MS0059  MODELED GRAVITY -    979,859.3   (mgal)                       NAVD 88
 MS0059
 MS0059  VERT ORDER      -  FIRST     CLASS II
 MS0059
 MS0059.The horizontal coordinates were scaled from a map and have
 MS0059.an estimated accuracy of +/- 6 seconds.
 MS0059
 MS0059.The orthometric height was determined by differential leveling and
 MS0059.adjusted by the NATIONAL GEODETIC SURVEY
 MS0059.in June 1991.
 MS0059
 MS0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0059.GEOID18 height accuracy estimate available here.
 MS0059
 MS0059.Click photographs - Photos may exist for this station.
 MS0059
 MS0059.The dynamic height is computed by dividing the NAVD 88
 MS0059.geopotential number by the normal gravity value computed on the
 MS0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0059.degrees latitude (g = 980.6199 gals.).
 MS0059
 MS0059.The modeled gravity was interpolated from observed gravity values.
 MS0059
 MS0059;                    North         East    Units  Estimated Accuracy
 MS0059;SPC UT N     - 1,135,320.      449,110.      MT  (+/- 180 meters Scaled)
 MS0059
 MS0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM074004(NAD 83)
 MS0059
 MS0059                          SUPERSEDED SURVEY CONTROL
 MS0059
 MS0059  NGVD 29 (??/??/92) 1289.052  (m)         4229.16   (f) ADJ UNCH    1 2
 MS0059
 MS0059.Superseded values are not recommended for survey control.
 MS0059
 MS0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0059.See file dsdata.pdf to determine how the superseded data were derived.
 MS0059
 MS0059_MARKER: V = STONE MONUMENT
 MS0059_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MS0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0059
 MS0059  HISTORY     - Date     Condition        Report By
 MS0059  HISTORY     - 1911     MONUMENTED       CGS
 MS0059  HISTORY     - 1953     GOOD             CGS
 MS0059  HISTORY     - 1984     MARK NOT FOUND   NGS
 MS0059  HISTORY     - 1987     MARK NOT FOUND   USGS
 MS0059
 MS0059                          STATION DESCRIPTION
 MS0059
 MS0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0059'IN CORINNE.
 MS0059'AT CORINNE, ALONG THE UNION PACIFIC RAILROD, AT THE CROSSING OF SIXTH
 MS0059'STREET, 191 FEET EAST OF THE CENTER LINE OF THE STREET, 141.0 FEET
 MS0059'WEST OF THE SOUTHWEST CORNER OF THE FORMER FREIGHT STATION, 95 FEET
 MS0059'SOUTH OF AND ACROSS THE TRACK FROM THE STATION SIGN, 59.2 FEET SOUTH
 MS0059'OF THE SOUTH RAIL OF THE SOUTH TRACK, 9 1/2 FEET EAST OF A POWER LINE
 MS0059'POLE, 1.7 FEET NORTH OF A FENCE, 1.2 FEET WEST OF A WITNESS POST,
 MS0059'ABOUT 1 FOOT LOWER THAN THE TRACK, AND FLANKED BY THE CHISELED LETTERS
 MS0059'USBM IN THE TOP OF A SANDSTONE POST PROJECTING 0.3 FOOT ABOVE THE
 MS0059'GROUND.
 MS0059
 MS0059                          STATION RECOVERY (1984)
 MS0059
 MS0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0059'AFTER A PROLONGED SEARCH, EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS
 MS0059'BEEN DESTROYED.
 MS0059
 MS0059                          STATION RECOVERY (1987)
 MS0059
 MS0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (GH)
 MS0059'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0543 ***********************************************************************
 LO0543  DESIGNATION -  N 90
 LO0543  PID         -  LO0543
 LO0543  STATE/COUNTY-  UT/DAVIS
 LO0543  COUNTRY     -  US
 LO0543  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0543
 LO0543                         *CURRENT SURVEY CONTROL
 LO0543  ______________________________________________________________________
 LO0543* NAD 83(1986) POSITION- 40 50 31.     (N) 111 55 00.     (W)   SCALED
 LO0543* NAVD 88 ORTHO HEIGHT -  1299.728 (meters)     4264.19  (feet) ADJUSTED
 LO0543  ______________________________________________________________________
 LO0543  GEOID HEIGHT    -        -16.766 (meters)                     GEOID18
 LO0543  DYNAMIC HEIGHT  -       1298.716 (meters)     4260.87  (feet) COMP
 LO0543  MODELED GRAVITY -    979,801.3   (mgal)                       NAVD 88
 LO0543
 LO0543  VERT ORDER      -  FIRST     CLASS I
 LO0543
 LO0543.The horizontal coordinates were scaled from a map and have
 LO0543.an estimated accuracy of +/- 6 seconds.
 LO0543
 LO0543.The orthometric height was determined by differential leveling and
 LO0543.adjusted by the NATIONAL GEODETIC SURVEY
 LO0543.in June 1991.
 LO0543
 LO0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0543.GEOID18 height accuracy estimate available here.
 LO0543
 LO0543.Click photographs - Photos may exist for this station.
 LO0543
 LO0543.The dynamic height is computed by dividing the NAVD 88
 LO0543.geopotential number by the normal gravity value computed on the
 LO0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0543.degrees latitude (g = 980.6199 gals.).
 LO0543
 LO0543.The modeled gravity was interpolated from observed gravity values.
 LO0543
 LO0543;                    North         East    Units  Estimated Accuracy
 LO0543;SPC UT N     - 1,056,570.      464,860.      MT  (+/- 180 meters Scaled)
 LO0543
 LO0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL227216(NAD 83)
 LO0543
 LO0543                          SUPERSEDED SURVEY CONTROL
 LO0543
 LO0543  NGVD 29 (??/??/92) 1298.784  (m)         4261.09   (f) ADJ UNCH    1 1
 LO0543
 LO0543.Superseded values are not recommended for survey control.
 LO0543
 LO0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0543.See file dsdata.pdf to determine how the superseded data were derived.
 LO0543
 LO0543_MARKER: DB = BENCH MARK DISK
 LO0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0543_STAMPING: N 90 1953
 LO0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0543+STABILITY: SURFACE MOTION
 LO0543
 LO0543  HISTORY     - Date     Condition        Report By
 LO0543  HISTORY     - 1953     MONUMENTED       CGS
 LO0543  HISTORY     - 1967     GOOD             CGS
 LO0543
 LO0543                          STATION DESCRIPTION
 LO0543
 LO0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0543'3.05 MI S FROM WOODS CROSS.
 LO0543'3.05 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LO0543'WOODS CROSS, 5 POLES SOUTH OF MILEPOLE 31, AT THE CROSSING OF CUDAHY
 LO0543'LANE, 37.2 FEET EAST OF THE EAST RAIL, 101 FEET NORTH OF THE CENTER
 LO0543'LINE OF THE LANE, 3 FEET NORTH OF TELEPHONE POLE L 12 M, 6.9 FEET WEST
 LO0543'OF A FENCE, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN
 LO0543'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 LO0543'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0418 ***********************************************************************
 MR0418  DESIGNATION -  N 91
 MR0418  PID         -  MR0418
 MR0418  STATE/COUNTY-  UT/DAVIS
 MR0418  COUNTRY     -  US
 MR0418  USGS QUAD   -  KAYSVILLE (2017)
 MR0418
 MR0418                         *CURRENT SURVEY CONTROL
 MR0418  ______________________________________________________________________
 MR0418* NAD 83(1986) POSITION- 41 00 17.5    (N) 111 55 53.5    (W)   HD_HELD2
 MR0418* NAVD 88 ORTHO HEIGHT -  1311.162 (meters)     4301.70  (feet) ADJUSTED
 MR0418  ______________________________________________________________________
 MR0418  GEOID HEIGHT    -        -16.777 (meters)                     GEOID18
 MR0418  DYNAMIC HEIGHT  -       1310.151 (meters)     4298.39  (feet) COMP
 MR0418  MODELED GRAVITY -    979,808.6   (mgal)                       NAVD 88
 MR0418  OBS GRAVITY     -    979,808.5   (mgal)                       GRAV_OBS
 MR0418
 MR0418  VERT ORDER      -  FIRST     CLASS I
 MR0418
 MR0418.The horizontal coordinates were established by autonomous hand held GPS
 MR0418.observations and have an estimated accuracy of +/- 10 meters.
 MR0418
 MR0418.The orthometric height was determined by differential leveling and
 MR0418.adjusted by the NATIONAL GEODETIC SURVEY
 MR0418.in June 1991.
 MR0418
 MR0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0418.GEOID18 height accuracy estimate available here.
 MR0418
 MR0418.Click photographs - Photos may exist for this station.
 MR0418
 MR0418.The dynamic height is computed by dividing the NAVD 88
 MR0418.geopotential number by the normal gravity value computed on the
 MR0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0418.degrees latitude (g = 980.6199 gals.).
 MR0418
 MR0418.The modeled gravity was interpolated from observed gravity values.
 MR0418
 MR0418.The observed gravity was obtained from relative gravimeter ties
 MR0418.to the IGSN71 gravity network.
 MR0418
 MR0418;                    North         East    Units  Estimated Accuracy
 MR0418;SPC UT N     - 1,074,663.      463,697.      MT  (+/- 10 meters HH2 GPS)
 MR0418
 MR0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2166239714(NAD 83)
 MR0418
 MR0418                          SUPERSEDED SURVEY CONTROL
 MR0418
 MR0418  NGVD 29 (??/??/92) 1310.197  (m)         4298.54   (f) ADJ UNCH    1 1
 MR0418
 MR0418.Superseded values are not recommended for survey control.
 MR0418
 MR0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0418.See file dsdata.pdf to determine how the superseded data were derived.
 MR0418
 MR0418_MARKER: DB = BENCH MARK DISK
 MR0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0418_STAMPING: N 91 1953
 MR0418_MARK LOGO: CGS
 MR0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0418+STABILITY: SURFACE MOTION
 MR0418
 MR0418  HISTORY     - Date     Condition        Report By
 MR0418  HISTORY     - 1953     MONUMENTED       CGS
 MR0418  HISTORY     - 1967     GOOD             CGS
 MR0418
 MR0418                          STATION DESCRIPTION
 MR0418
 MR0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0418'2.6 MI SE FROM KAYSVILLE.
 MR0418'2.6 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING
 MR0418'OF 2ND NORTH AVENUE AT KAYSVILLE, 0.4 MILE NORTHWEST OF THE CROSSING
 MR0418'OF SHEPARDS LANE, 5 RAILS NORTHWEST OF SIPHON 18.90, ON THE TOP OF A
 MR0418'LONG CUT BANK, 96.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 MR0418'NORTHEAST TRACK, 68 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST
 MR0418'LANES OF U.S. HIGHWAY 91, 30 FEET NORTHEAST OF THE FIFTH POLE
 MR0418'NORTHWEST OF MILEPOLE 19, 2.1 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 MR0418'12 FEET HIGHER THAN THE TRACK, ABOUT 6 FEET LOWER THAN THE HIGHWAY,
 MR0418'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 MR0418'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0389 ***********************************************************************
 MR0389  DESIGNATION -  N 92
 MR0389  PID         -  MR0389
 MR0389  STATE/COUNTY-  UT/WEBER
 MR0389  COUNTRY     -  US
 MR0389  USGS QUAD   -  NORTH OGDEN (2017)
 MR0389
 MR0389                         *CURRENT SURVEY CONTROL
 MR0389  ______________________________________________________________________
 MR0389* NAD 83(1986) POSITION- 41 16 21.28   (N) 111 59 27.19   (W)   HD_HELD1
 MR0389* NAVD 88 ORTHO HEIGHT -  1299.486 (meters)     4263.40  (feet) ADJUSTED
 MR0389  ______________________________________________________________________
 MR0389  GEOID HEIGHT    -        -16.618 (meters)                     GEOID18
 MR0389  DYNAMIC HEIGHT  -       1298.507 (meters)     4260.19  (feet) COMP
 MR0389  MODELED GRAVITY -    979,826.1   (mgal)                       NAVD 88
 MR0389
 MR0389  VERT ORDER      -  FIRST     CLASS I
 MR0389
 MR0389.The horizontal coordinates were determined by differentially corrected
 MR0389.hand held GPS observations or other comparable positioning techniques
 MR0389.and have an estimated accuracy of +/- 3 meters.
 MR0389
 MR0389.The orthometric height was determined by differential leveling and
 MR0389.adjusted by the NATIONAL GEODETIC SURVEY
 MR0389.in June 1991.
 MR0389
 MR0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0389.GEOID18 height accuracy estimate available here.
 MR0389
 MR0389.Click photographs - Photos may exist for this station.
 MR0389
 MR0389.The dynamic height is computed by dividing the NAVD 88
 MR0389.geopotential number by the normal gravity value computed on the
 MR0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0389.degrees latitude (g = 980.6199 gals.).
 MR0389
 MR0389.The modeled gravity was interpolated from observed gravity values.
 MR0389
 MR0389;                    North         East    Units  Estimated Accuracy
 MR0389;SPC UT N     - 1,104,419.2     458,871.8     MT  (+/- 3 meters HH1 GPS) 
 MR0389
 MR0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1700869489(NAD 83)
 MR0389
 MR0389                          SUPERSEDED SURVEY CONTROL
 MR0389
 MR0389  NGVD 29 (??/??/92) 1298.483  (m)         4260.11   (f) ADJ UNCH    1 1
 MR0389
 MR0389.Superseded values are not recommended for survey control.
 MR0389
 MR0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0389.See file dsdata.pdf to determine how the superseded data were derived.
 MR0389
 MR0389_MARKER: DB = BENCH MARK DISK
 MR0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0389_STAMPING: N 92 1953
 MR0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0389+STABILITY: SURFACE MOTION
 MR0389
 MR0389  HISTORY     - Date     Condition        Report By
 MR0389  HISTORY     - 1953     MONUMENTED       CGS
 MR0389
 MR0389                          STATION DESCRIPTION
 MR0389
 MR0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MR0389'3.9 MI N FROM OGDEN.
 MR0389'3.9 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0389'OGDEN, ALONG THE EAST BOUNDARY OF THE U.S. ARMY UTAH GENERAL DEPOT,
 MR0389'0.15 MILE (6 YARDS EAST OF U.S. ARMY FLOODLIGHT 214, 119 FEET EAST OF
 MR0389'THE CENTER LINE OF AN ASPHALT ROAD PARALLELING THE TRACK, 88.0 FEET
 MR0389'WEST OF THE WEST RAIL, 33 FEET NORTH OF THE CENTER LINE OF THE
 MR0389'GRAVELED ROAD, 0.8 FOOT WEST OF A FENCE, 1.5 FEET NORTH OF A WITNESS
 MR0389'POST, ABOUT 3 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 MR0389'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0053 ***********************************************************************
 MS0053  DESIGNATION -  N 93
 MS0053  PID         -  MS0053
 MS0053  STATE/COUNTY-  UT/BOX ELDER
 MS0053  COUNTRY     -  US
 MS0053  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0053
 MS0053                         *CURRENT SURVEY CONTROL
 MS0053  ______________________________________________________________________
 MS0053* NAD 83(2011) POSITION- 41 32 32.26441(N) 112 03 50.88764(W)   ADJUSTED
 MS0053* NAD 83(2011) ELLIP HT-  1272.314 (meters)        (06/27/12)   ADJUSTED
 MS0053* NAD 83(2011) EPOCH   -  2010.00
 MS0053* NAVD 88 ORTHO HEIGHT -  1288.457 (meters)     4227.21  (feet) ADJUSTED
 MS0053  ______________________________________________________________________
 MS0053  GEOID HEIGHT    -        -16.139 (meters)                     GEOID18
 MS0053  NAD 83(2011) X  - -1,796,261.708 (meters)                     COMP
 MS0053  NAD 83(2011) Y  - -4,431,615.031 (meters)                     COMP
 MS0053  NAD 83(2011) Z  -  4,208,533.112 (meters)                     COMP
 MS0053  LAPLACE CORR    -          8.24  (seconds)                    DEFLEC18
 MS0053  DYNAMIC HEIGHT  -       1287.528 (meters)     4224.16  (feet) COMP
 MS0053  MODELED GRAVITY -    979,858.3   (mgal)                       NAVD 88
 MS0053
 MS0053  VERT ORDER      -  FIRST     CLASS II
 MS0053
 MS0053  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MS0053  Standards:
 MS0053         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MS0053            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MS0053  -------------------------------------------------------------------
 MS0053  NETWORK    1.06   1.76           0.47   0.39   0.90      0.06770268
 MS0053  -------------------------------------------------------------------
 MS0053  Click here for local accuracies and other accuracy information.
 MS0053
 MS0053.This mark is at Brigham City Airport (BMC)
 MS0053
 MS0053.The horizontal coordinates were established by GPS observations
 MS0053.and adjusted by the National Geodetic Survey in June 2012.
 MS0053
 MS0053.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MS0053.been affixed to the stable North American tectonic plate. See 
 MS0053.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MS0053
 MS0053.The horizontal coordinates are valid at the epoch date displayed above
 MS0053.which is a decimal equivalence of Year/Month/Day.
 MS0053
 MS0053.The orthometric height was determined by differential leveling and
 MS0053.adjusted by the NATIONAL GEODETIC SURVEY
 MS0053.in June 1991.
 MS0053
 MS0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0053.GEOID18 height accuracy estimate available here.
 MS0053
 MS0053.Click photographs - Photos may exist for this station.
 MS0053
 MS0053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MS0053
 MS0053.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0053
 MS0053.The ellipsoidal height was determined by GPS observations
 MS0053.and is referenced to NAD 83.
 MS0053
 MS0053.The dynamic height is computed by dividing the NAVD 88
 MS0053.geopotential number by the normal gravity value computed on the
 MS0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0053.degrees latitude (g = 980.6199 gals.).
 MS0053
 MS0053.The modeled gravity was interpolated from observed gravity values.
 MS0053
 MS0053. The following values were computed from the NAD 83(2011) position.
 MS0053
 MS0053;                    North         East     Units Scale Factor Converg.
 MS0053;SPC UT N     - 1,134,410.005   452,929.265   MT  0.99996976   -0 22 19.1
 MS0053;SPC UT N     - 3,721,810.16  1,485,985.43   sFT  0.99996976   -0 22 19.1
 MS0053;UTM  12      - 4,599,506.517   411,241.494   MT  0.99969695   -0 42 20.7
 MS0053
 MS0053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0053!SPC UT N     -   0.99980048  x   0.99996976  =   0.99977024
 MS0053!UTM  12      -   0.99980048  x   0.99969695  =   0.99949749
 MS0053
 MS0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1124199506(NAD 83)
 MS0053
 MS0053|---------------------------------------------------------------------|
 MS0053| PID    Reference Object                     Distance      Geod. Az  |
 MS0053|                                                           dddmmss.s |
 MS0053| MS0692 BRIGAIR                             330.518 METERS 17921     |
 MS0053|---------------------------------------------------------------------|
 MS0053
 MS0053                          SUPERSEDED SURVEY CONTROL
 MS0053
 MS0053  NAD 83(2007)-  41 32 32.26412(N)    112 03 50.88875(W) AD(2002.00) 0
 MS0053  ELLIP H (02/10/07) 1272.329  (m)                       GP(2002.00)    
 MS0053  NAD 83(1994)-  41 32 32.26327(N)    112 03 50.88715(W) AD(       ) 3
 MS0053  ELLIP H (09/03/03) 1272.345  (m)                       GP(       ) 4 2
 MS0053  NAVD 88            1288.42   (m)         4227.1    (f) LEVELING    3  
 MS0053  NGVD 29 (??/??/92) 1287.453  (m)         4223.92   (f) ADJ UNCH    1 2
 MS0053
 MS0053.Superseded values are not recommended for survey control.
 MS0053
 MS0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0053.See file dsdata.pdf to determine how the superseded data were derived.
 MS0053
 MS0053_MARKER: DB = BENCH MARK DISK
 MS0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0053_STAMPING: N 93 1953
 MS0053_MARK LOGO: CGS
 MS0053_PROJECTION: FLUSH
 MS0053_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MS0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0053+STABILITY: SURFACE MOTION
 MS0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0053+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2003
 MS0053
 MS0053  HISTORY     - Date     Condition        Report By
 MS0053  HISTORY     - 1953     MONUMENTED       CGS
 MS0053  HISTORY     - 1963     GOOD             CGS
 MS0053  HISTORY     - 1984     GOOD             NGS
 MS0053  HISTORY     - 20030721 GOOD             NGS
 MS0053
 MS0053                          STATION DESCRIPTION
 MS0053
 MS0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0053'3.4 MI NW FROM BRIGHAM CITY.
 MS0053'2.7 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MS0053'AT BRIGHAM CITY, THENCE 0.7 MILE NORTHWEST ALONG A PAVED ROAD.  AT THE
 MS0053'ENTRANCE TO BRIGHAM CITY AIRPORT, 66.5 FEET WEST OF THE SOUTHWEST
 MS0053'CORNER OF THE HANGAR, 63 FEET NORTH OF THE CENTER LINE OF A GRAVELED
 MS0053'DRIVEWAY, 31 FEET EAST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF
 MS0053'A RADIO-AERIAL POLE, 1.5 FEET EAST OF A FENCE, 1.6 FEET SOUTH OF A
 MS0053'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF
 MS0053'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 MS0053
 MS0053                          STATION RECOVERY (1963)
 MS0053
 MS0053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MS0053'RECOVERED IN GOOD CONDITION.
 MS0053
 MS0053                          STATION RECOVERY (1984)
 MS0053
 MS0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0053'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 MS0053'NEW DESCRIPTION FOLLOWS.  5.82 KM (3.62 MI) NORTHWEST ALONG STATE
 MS0053'HIGHWAY 13 FROM THE COURTHOUSE IN BRIGHAM CITY, THENCE 1.06 KM
 MS0053'(0.66 MI)NORTHWEST ALONG 1850 WEST STREET, AT THE NORTHWEST CORNER OF
 MS0053'THE PAVED AIRPLANE TIE DOWN AREA, 9.7 METERS (32 FT) EAST OF THE
 MS0053'CENTER OF THE ROAD, 29.3 METERS (96 FT) SOUTH OF THE SOUTHWEST LEG OF
 MS0053'THE BEACON TOWER, 20.4 METERS (67 FT) SOUTHWEST OF THE NORTHWEST
 MS0053'CORNER OF A METAL HANGAR, 3.7 METERS (12 FT) NORTH OF A FIRE HYDRANT
 MS0053'AND 0.3 METER (1 FT) EAST OF A FENCE.
 MS0053'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 MS0053'THE MARK IS 0.2 M BELOW THE ROAD.
 MS0053
 MS0053                          STATION RECOVERY (2003)
 MS0053
 MS0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (SB)
 MS0053'THIS STATION IS LOCATED NEAR THE ENTRANCE OF THE BRIGHAM CITY
 MS0053'MUNICIPAL AIRPORT, OWNERSHIP IS BRIGHAM CITY PUBLIC WORKS, 20 NORTH
 MS0053'MAIN, BRIGAM CITY, UTAH 84302.  AIRPORT MANAGER IS BRUCE LEONARD.
 MS0053'PHONE (435) 734-2001.  PERMISSION FROM AIRPORT MANAGER MUST BE
 MS0053'OBTAINED BEFORE ACCESSING AIRCRAFT MOVEMENT AREA.
 MS0053'
 MS0053'TO REACH THIS STATION FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE
 MS0053'15, 84 AND UT 13 (EXIT 368), ABOUT 6 KM (3.7 MI) NORTHWEST OF BRIGHAM
 MS0053'CITY, GO SOUTHEAST ON HIGHWAY 13 FOR 0.5 KM (0.3 MI) TO A PAVED
 MS0053'AIRPORT ROAD ON THE LEFT.  LEFT AND CONTINUE NORTH ON THE AIRPORT ROAD
 MS0053'FOR 0.7 MI (1.1 KM) TO AIRPORT ENTRANCE ON THE RIGHT.  RIGHT AND
 MS0053'CONTINUE EAST INTO AIRCRAFT HANGAR AREA 0.05 MILE.  RIGHT AND CONTINUE
 MS0053'SOUTH THRU HANGAR AREA TO STATION ON THE LEFT.
 MS0053'
 MS0053'STATION IS 66.5 FT (20.3 M) WEST OF THE SOUTHWEST CORNER OF HANGAR 63.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0090 ***********************************************************************
 MS0090  DESIGNATION -  N 94
 MS0090  PID         -  MS0090
 MS0090  STATE/COUNTY-  UT/BOX ELDER
 MS0090  COUNTRY     -  US
 MS0090  USGS QUAD   -  LAMPO JUNCTION (2017)
 MS0090
 MS0090                         *CURRENT SURVEY CONTROL
 MS0090  ______________________________________________________________________
 MS0090* NAD 83(1986) POSITION- 41 38 14.58   (N) 112 29 30.82   (W)   HD_HELD1
 MS0090* NAVD 88 ORTHO HEIGHT -  1443.544 (meters)     4736.03  (feet) ADJUSTED
 MS0090  ______________________________________________________________________
 MS0090  GEOID HEIGHT    -        -15.710 (meters)                     GEOID18
 MS0090  DYNAMIC HEIGHT  -       1442.544 (meters)     4732.75  (feet) COMP
 MS0090  MODELED GRAVITY -    979,879.2   (mgal)                       NAVD 88
 MS0090
 MS0090  VERT ORDER      -  FIRST     CLASS II
 MS0090
 MS0090.The horizontal coordinates were determined by differentially corrected
 MS0090.hand held GPS observations or other comparable positioning techniques
 MS0090.and have an estimated accuracy of +/- 3 meters.
 MS0090
 MS0090.The orthometric height was determined by differential leveling and
 MS0090.adjusted by the NATIONAL GEODETIC SURVEY
 MS0090.in June 1991.
 MS0090
 MS0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0090.GEOID18 height accuracy estimate available here.
 MS0090
 MS0090.Click photographs - Photos may exist for this station.
 MS0090
 MS0090.The dynamic height is computed by dividing the NAVD 88
 MS0090.geopotential number by the normal gravity value computed on the
 MS0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0090.degrees latitude (g = 980.6199 gals.).
 MS0090
 MS0090.The modeled gravity was interpolated from observed gravity values.
 MS0090
 MS0090;                    North         East    Units  Estimated Accuracy
 MS0090;SPC UT N     - 1,145,289.5     417,359.4     MT  (+/- 3 meters HH1 GPS) 
 MS0090
 MS0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM7574410591(NAD 83)
 MS0090
 MS0090                          SUPERSEDED SURVEY CONTROL
 MS0090
 MS0090  NGVD 29 (??/??/92) 1442.544  (m)         4732.75   (f) ADJ UNCH    1 2
 MS0090
 MS0090.Superseded values are not recommended for survey control.
 MS0090
 MS0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0090.See file dsdata.pdf to determine how the superseded data were derived.
 MS0090
 MS0090_MARKER: DB = BENCH MARK DISK
 MS0090_SETTING: 66 = SET IN ROCK OUTCROP
 MS0090_STAMPING: N 94 1953
 MS0090_MARK LOGO: CGS
 MS0090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0090+STABILITY: POSITION/ELEVATION WELL
 MS0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0090+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2004
 MS0090
 MS0090  HISTORY     - Date     Condition        Report By
 MS0090  HISTORY     - 1953     MONUMENTED       CGS
 MS0090  HISTORY     - 1984     GOOD             NGS
 MS0090  HISTORY     - 20040723 GOOD             GEOCAC
 MS0090
 MS0090                          STATION DESCRIPTION
 MS0090
 MS0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0090'3.6 MI E FROM PROMONTORY.
 MS0090'1.8 MILES NORTHEAST ALONG A COUNTY GRAVELED ROAD FROM THE GOLDEN SPIKE
 MS0090'MONUMENT AT PROMONTORY, THENCE 1.8 MILES EAST ALONG STATE HIGHWAY 83.
 MS0090'420 FEET (SLOPE MONUMENT) NORTHWEST OF THE CENTER OF THE CROSSING OF
 MS0090'THE ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED, IN THE TOP OF A
 MS0090'BENCH AT THE SOUTHWEST CORNER OF THE SOUTHWEST ONE OF A GROUP OF
 MS0090'OUTCROPS, 181 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 130.2 FEET
 MS0090'NORTH OF A FENCE, ABOUT 7 FEET HIGHER THAN THE HIGHWAY, AND MARKED BY
 MS0090'THE WHITE PAINTED LETTERS BM.
 MS0090
 MS0090                          STATION RECOVERY (1984)
 MS0090
 MS0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0090'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.39 KM
 MS0090'(3.97 MI) NORTHEAST ALONG A PAVED ROAD FROM THE GOLDEN SPIKE MONUMENT
 MS0090'IN PROMONTORY, IN TOP OF THE LOWER EDGE OF A 12- BY 12-FOOT PORTION OF
 MS0090'GRAY OUTCROP PROJECTING 4 FEET AND ON THE NORTH SIDE OF A GRAVEL
 MS0090'PARKING AREA, 64.9 METERS (213 FT) NORTH OF THE CENTER OF THE ROAD,
 MS0090'24.7 METERS (81 FT) WEST OF A FENCE CORNER AND 10.1 METERS (33 FT)
 MS0090'NORTH OF A FENCE.
 MS0090'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 MS0090'THE MARK IS 0.7 M ABOVE THE PARKING AREA.
 MS0090
 MS0090                          STATION RECOVERY (2004)
 MS0090
 MS0090'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 MS0090'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0340 ***********************************************************************
 MS0340  DESIGNATION -  N 96
 MS0340  PID         -  MS0340
 MS0340  STATE/COUNTY-  UT/BOX ELDER
 MS0340  COUNTRY     -  US
 MS0340  USGS QUAD   -  TERRACE MOUNTAIN WEST (2017)
 MS0340
 MS0340                         *CURRENT SURVEY CONTROL
 MS0340  ______________________________________________________________________
 MS0340* NAD 83(1986) POSITION- 41 28 46.     (N) 113 34 44.     (W)   SCALED
 MS0340* NAVD 88 ORTHO HEIGHT -  1358.521 (meters)     4457.08  (feet) ADJUSTED
 MS0340  ______________________________________________________________________
 MS0340  GEOID HEIGHT    -        -16.420 (meters)                     GEOID18
 MS0340  DYNAMIC HEIGHT  -       1357.561 (meters)     4453.93  (feet) COMP
 MS0340  MODELED GRAVITY -    979,869.9   (mgal)                       NAVD 88
 MS0340
 MS0340  VERT ORDER      -  FIRST     CLASS II
 MS0340
 MS0340.The horizontal coordinates were scaled from a map and have
 MS0340.an estimated accuracy of +/- 6 seconds.
 MS0340
 MS0340.The orthometric height was determined by differential leveling and
 MS0340.adjusted by the NATIONAL GEODETIC SURVEY
 MS0340.in June 1991.
 MS0340
 MS0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0340.GEOID18 height accuracy estimate available here.
 MS0340
 MS0340.Click photographs - Photos may exist for this station.
 MS0340
 MS0340.The dynamic height is computed by dividing the NAVD 88
 MS0340.geopotential number by the normal gravity value computed on the
 MS0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0340.degrees latitude (g = 980.6199 gals.).
 MS0340
 MS0340.The modeled gravity was interpolated from observed gravity values.
 MS0340
 MS0340;                    North         East    Units  Estimated Accuracy
 MS0340;SPC UT N     - 1,129,350.      326,390.      MT  (+/- 180 meters Scaled)
 MS0340
 MS0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL846951(NAD 83)
 MS0340
 MS0340                          SUPERSEDED SURVEY CONTROL
 MS0340
 MS0340  NGVD 29 (??/??/92) 1357.478  (m)         4453.66   (f) ADJ UNCH    1 2
 MS0340
 MS0340.Superseded values are not recommended for survey control.
 MS0340
 MS0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0340.See file dsdata.pdf to determine how the superseded data were derived.
 MS0340
 MS0340_MARKER: DB = BENCH MARK DISK
 MS0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0340_STAMPING: N 96 1953
 MS0340_MARK LOGO: CGS
 MS0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0340+STABILITY: SURFACE MOTION
 MS0340
 MS0340  HISTORY     - Date     Condition        Report By
 MS0340  HISTORY     - 1953     MONUMENTED       CGS
 MS0340
 MS0340                          STATION DESCRIPTION
 MS0340
 MS0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0340'1.2 MI SW FROM WATERCRESS.
 MS0340'1.2 MILES SOUTHWEST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0340'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0340'WATERCRESS, 0.4 MILE (16 POLES) NORTHEAST OF MILEPOLE 698, 0.1 MILE
 MS0340'SOUTHWEST OF A WOODEN BRIDGE, 47 1/2 FEET NORTHWEST OF THE CENTER LINE
 MS0340'OF THE ROAD, IN LINE WITH A ROW OF POLES, 6 1/2 FEET SOUTHWEST OF
 MS0340'TELEPHONE POLE 4B, 2.5 FEET NORTHEAST OF A WITNESS POST, ABOUT 4 FEET
 MS0340'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MS0340'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0534 ***********************************************************************
 LO0534  DESIGNATION -  N BOUNTIFUL
 LO0534  PID         -  LO0534
 LO0534  STATE/COUNTY-  UT/DAVIS
 LO0534  COUNTRY     -  US
 LO0534  USGS QUAD   -  FARMINGTON (2017)
 LO0534
 LO0534                         *CURRENT SURVEY CONTROL
 LO0534  ______________________________________________________________________
 LO0534* NAD 83(1986) POSITION- 40 53 59.0    (N) 111 53 37.4    (W)   HD_HELD2
 LO0534* NAVD 88 ORTHO HEIGHT -  1302.672 (meters)     4273.85  (feet) ADJUSTED
 LO0534  ______________________________________________________________________
 LO0534  GEOID HEIGHT    -        -16.640 (meters)                     GEOID18
 LO0534  DYNAMIC HEIGHT  -       1301.674 (meters)     4270.58  (feet) COMP
 LO0534  MODELED GRAVITY -    979,813.8   (mgal)                       NAVD 88
 LO0534
 LO0534  VERT ORDER      -  FIRST     CLASS I
 LO0534
 LO0534.The horizontal coordinates were established by autonomous hand held GPS
 LO0534.observations and have an estimated accuracy of +/- 10 meters.
 LO0534
 LO0534.The orthometric height was determined by differential leveling and
 LO0534.adjusted by the NATIONAL GEODETIC SURVEY
 LO0534.in June 1991.
 LO0534
 LO0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0534.GEOID18 height accuracy estimate available here.
 LO0534
 LO0534.Click photographs - Photos may exist for this station.
 LO0534
 LO0534.The dynamic height is computed by dividing the NAVD 88
 LO0534.geopotential number by the normal gravity value computed on the
 LO0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0534.degrees latitude (g = 980.6199 gals.).
 LO0534
 LO0534.The modeled gravity was interpolated from observed gravity values.
 LO0534
 LO0534;                    North         East    Units  Estimated Accuracy
 LO0534;SPC UT N     - 1,062,972.      466,825.      MT  (+/- 10 meters HH2 GPS)
 LO0534
 LO0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2472228009(NAD 83)
 LO0534
 LO0534                          SUPERSEDED SURVEY CONTROL
 LO0534
 LO0534  NGVD 29 (??/??/92) 1301.731  (m)         4270.76   (f) ADJ UNCH    1 1
 LO0534
 LO0534.Superseded values are not recommended for survey control.
 LO0534
 LO0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0534.See file dsdata.pdf to determine how the superseded data were derived.
 LO0534
 LO0534_MARKER: DD = SURVEY DISK
 LO0534_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0534_SP_SET: CULVERT HEADWALL
 LO0534_STAMPING: 4270.837
 LO0534_MARK LOGO: USACE
 LO0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0534+STABILITY: SURFACE MOTION
 LO0534
 LO0534  HISTORY     - Date     Condition        Report By
 LO0534  HISTORY     - UNK      MONUMENTED       USACE
 LO0534  HISTORY     - 1967     GOOD             CGS
 LO0534
 LO0534                          STATION DESCRIPTION
 LO0534
 LO0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0534'1.15 MI N FROM WOODS CROSS.
 LO0534'1.15 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LO0534'WOODS CROSS, 1 1/2 POLES NORTH OF MILEPOLE 27, IN THE TOP OF THE
 LO0534'CENTER OF THE EAST CONCRETE HEAD WALL OF 18-INCH PIPE CULVERT 26.96,
 LO0534'9.1 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 25 FEET NORTH OF THE
 LO0534'EXTENDED CENTER LINE OF 1000 NORTH STREET, 2.2 FEET NORTH OF THE SOUTH
 LO0534'END OF THE HEAD WALL, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0017 ***********************************************************************
 HN0017  DESIGNATION -  N WASH RM 1
 HN0017  PID         -  HN0017
 HN0017  STATE/COUNTY-  UT/GARFIELD
 HN0017  COUNTRY     -  US
 HN0017  USGS QUAD   -  HITE SOUTH (2017)
 HN0017
 HN0017                         *CURRENT SURVEY CONTROL
 HN0017  ______________________________________________________________________
 HN0017* NAD 83(1986) POSITION- 37 52 05.     (N) 110 24 45.     (W)   SCALED
 HN0017* NAVD 88 ORTHO HEIGHT -  1068.254 (meters)     3504.76  (feet) ADJUSTED
 HN0017  ______________________________________________________________________
 HN0017  GEOID HEIGHT    -        -21.115 (meters)                     GEOID18
 HN0017  DYNAMIC HEIGHT  -       1067.160 (meters)     3501.17  (feet) COMP
 HN0017  MODELED GRAVITY -    979,570.5   (mgal)                       NAVD 88
 HN0017
 HN0017  VERT ORDER      -  FIRST     CLASS II
 HN0017
 HN0017.The horizontal coordinates were scaled from a map and have
 HN0017.an estimated accuracy of +/- 6 seconds.
 HN0017
 HN0017.The orthometric height was determined by differential leveling and
 HN0017.adjusted by the NATIONAL GEODETIC SURVEY
 HN0017.in June 1991.
 HN0017
 HN0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0017.GEOID18 height accuracy estimate available here.
 HN0017
 HN0017.Click photographs - Photos may exist for this station.
 HN0017
 HN0017.The dynamic height is computed by dividing the NAVD 88
 HN0017.geopotential number by the normal gravity value computed on the
 HN0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0017.degrees latitude (g = 980.6199 gals.).
 HN0017
 HN0017.The modeled gravity was interpolated from observed gravity values.
 HN0017
 HN0017;                    North         East    Units  Estimated Accuracy
 HN0017;SPC UT S     - 3,133,890.      595,680.      MT  (+/- 180 meters Scaled)
 HN0017
 HN0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG516913(NAD 83)
 HN0017
 HN0017                          SUPERSEDED SURVEY CONTROL
 HN0017
 HN0017  NGVD 29 (??/??/92) 1067.292  (m)         3501.61   (f) ADJ UNCH    1 2
 HN0017
 HN0017.Superseded values are not recommended for survey control.
 HN0017
 HN0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0017.See file dsdata.pdf to determine how the superseded data were derived.
 HN0017
 HN0017_MARKER: DD = SURVEY DISK
 HN0017_SETTING: 66 = SET IN ROCK OUTCROP
 HN0017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0017+STABILITY: POSITION/ELEVATION WELL
 HN0017
 HN0017  HISTORY     - Date     Condition        Report By
 HN0017  HISTORY     - UNK      MONUMENTED       USGS
 HN0017  HISTORY     - 1958     GOOD             CGS
 HN0017
 HN0017                          STATION DESCRIPTION
 HN0017
 HN0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0017'5.55 MI NW FROM HITE.
 HN0017'ABOUT 5.55 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE FERRY
 HN0017'LANDING AT HITE, 215 YARDS SOUTH AND UPSTREAM ALONG NORTH WASH FROM
 HN0017'THE CENTER LINE OF THE HIGHWAY, ON THE RIGHT BANK OF NORTH WASH, 9.2
 HN0017'FEET EAST OF THE FLOAT WELL OF THE GAGING STATION, IN THE TOP OF THE
 HN0017'BOTTOM STEP OF A SANDSTONE OUTCROP AND ABOUT 2 1/2 FEET ABOVE THE
 HN0017'BOTTOM OF THE WASH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0016 ***********************************************************************
 HN0016  DESIGNATION -  N WASH RM 2
 HN0016  PID         -  HN0016
 HN0016  STATE/COUNTY-  UT/GARFIELD
 HN0016  COUNTRY     -  US
 HN0016  USGS QUAD   -  HITE SOUTH (2017)
 HN0016
 HN0016                         *CURRENT SURVEY CONTROL
 HN0016  ______________________________________________________________________
 HN0016* NAD 83(1986) POSITION- 37 52 05.     (N) 110 24 45.     (W)   SCALED
 HN0016* NAVD 88 ORTHO HEIGHT -  1068.421 (meters)     3505.31  (feet) ADJUSTED
 HN0016  ______________________________________________________________________
 HN0016  GEOID HEIGHT    -        -21.115 (meters)                     GEOID18
 HN0016  DYNAMIC HEIGHT  -       1067.327 (meters)     3501.72  (feet) COMP
 HN0016  MODELED GRAVITY -    979,570.5   (mgal)                       NAVD 88
 HN0016
 HN0016  VERT ORDER      -  FIRST     CLASS II
 HN0016
 HN0016.The horizontal coordinates were scaled from a map and have
 HN0016.an estimated accuracy of +/- 6 seconds.
 HN0016
 HN0016.The orthometric height was determined by differential leveling and
 HN0016.adjusted by the NATIONAL GEODETIC SURVEY
 HN0016.in June 1991.
 HN0016
 HN0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0016.GEOID18 height accuracy estimate available here.
 HN0016
 HN0016.Click photographs - Photos may exist for this station.
 HN0016
 HN0016.The dynamic height is computed by dividing the NAVD 88
 HN0016.geopotential number by the normal gravity value computed on the
 HN0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0016.degrees latitude (g = 980.6199 gals.).
 HN0016
 HN0016.The modeled gravity was interpolated from observed gravity values.
 HN0016
 HN0016;                    North         East    Units  Estimated Accuracy
 HN0016;SPC UT S     - 3,133,890.      595,680.      MT  (+/- 180 meters Scaled)
 HN0016
 HN0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG516913(NAD 83)
 HN0016
 HN0016                          SUPERSEDED SURVEY CONTROL
 HN0016
 HN0016  NGVD 29 (??/??/92) 1067.459  (m)         3502.16   (f) ADJ UNCH    1 2
 HN0016
 HN0016.Superseded values are not recommended for survey control.
 HN0016
 HN0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0016.See file dsdata.pdf to determine how the superseded data were derived.
 HN0016
 HN0016_MARKER: DD = SURVEY DISK
 HN0016_SETTING: 66 = SET IN ROCK OUTCROP
 HN0016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0016+STABILITY: POSITION/ELEVATION WELL
 HN0016
 HN0016  HISTORY     - Date     Condition        Report By
 HN0016  HISTORY     - UNK      MONUMENTED       USGS
 HN0016  HISTORY     - 1958     GOOD             CGS
 HN0016
 HN0016                          STATION DESCRIPTION
 HN0016
 HN0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0016'5.55 MI NW FROM HITE.
 HN0016'ABOUT 5.55 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE FERRY
 HN0016'LANDING AT HITE, 46.85 MILES SOUTHEAST OF THE SCHOOL AT HANKSVILLE,
 HN0016'215 YARDS SOUTH AND UPSTREAM ALONG NORTH WASH FROM THE CENTER LINE OF
 HN0016'THE HIGHWAY, ON THE RIGHT BANK OF NORTH WASH, 25.4 FEET EAST OF THE
 HN0016'FLOAT WELL OF THE GAGING STATION, IN THE TOP OF THE BOTTOM STEP OF A
 HN0016'SANDSTONE OUTCROP AND ABOUT 2 FEET HIGHER THAN THE BOTTOM OF THE WASH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0721 ***********************************************************************
 MR0721  DESIGNATION -  NAOMI
 MR0721  PID         -  MR0721
 MR0721  STATE/COUNTY-  UT/CACHE
 MR0721  COUNTRY     -  US
 MR0721  USGS QUAD   -  NAOMI PEAK (2017)
 MR0721
 MR0721                         *CURRENT SURVEY CONTROL
 MR0721  ______________________________________________________________________
 MR0721* NAD 83(1994) POSITION- 41 54 41.07019(N) 111 40 31.31533(W)   ADJUSTED
 MR0721* NAVD 88 ORTHO HEIGHT -  3043.    (meters)     9984.    (feet) SCALED
 MR0721  ______________________________________________________________________
 MR0721  GEOID HEIGHT    -        -14.217 (meters)                     GEOID18
 MR0721  LAPLACE CORR    -         11.35  (seconds)                    DEFLEC18
 MR0721  HORZ ORDER      -  SECOND
 MR0721
 MR0721.The horizontal coordinates were established by classical geodetic methods
 MR0721.and adjusted by the National Geodetic Survey in November 1997.
 MR0721
 MR0721.The orthometric height was scaled from a topographic map.
 MR0721
 MR0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0721.GEOID18 height accuracy estimate available here.
 MR0721
 MR0721.Click photographs - Photos may exist for this station.
 MR0721
 MR0721.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0721
 MR0721. The following values were computed from the NAD 83(1994) position.
 MR0721
 MR0721;                    North         East     Units Scale Factor Converg.
 MR0721;SPC UT N     - 1,175,268.214   485,450.381   MT  1.00002330   -0 06 56.3
 MR0721;SPC UT N     - 3,855,859.13  1,592,681.79   sFT  1.00002330   -0 06 56.3
 MR0721;UTM  12      - 4,640,160.584   443,990.191   MT  0.99963860   -0 27 04.1
 MR0721
 MR0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0721!SPC UT N     -   0.99952512  x   1.00002330  =   0.99954841
 MR0721!UTM  12      -   0.99952512  x   0.99963860  =   0.99916389
 MR0721
 MR0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM4399040160(NAD 83)
 MR0721
 MR0721                          SUPERSEDED SURVEY CONTROL
 MR0721
 MR0721  NAD 83(1993)-  41 54 41.06918(N)    111 40 31.31023(W) AD(       ) 2
 MR0721  NAD 83(1986)-  41 54 41.06372(N)    111 40 31.30302(W) AD(       ) 2
 MR0721  NAD 27      -  41 54 41.33160(N)    111 40 28.51540(W) AD(       ) 2
 MR0721
 MR0721.Superseded values are not recommended for survey control.
 MR0721
 MR0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0721.See file dsdata.pdf to determine how the superseded data were derived.
 MR0721
 MR0721_MARKER: DD = SURVEY DISK
 MR0721_SETTING: 66 = SET IN ROCK OUTCROP
 MR0721_STAMPING: NAOMI 1960 9980
 MR0721_MARK LOGO: USGS
 MR0721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0721+STABILITY: POSITION/ELEVATION WELL
 MR0721
 MR0721  HISTORY     - Date     Condition        Report By
 MR0721  HISTORY     - 1963     MONUMENTED       USGS
 MR0721  HISTORY     - 1969     SEE DESCRIPTION  USGS
 MR0721  HISTORY     - 20050806 POOR             GEOCAC
 MR0721
 MR0721                          STATION DESCRIPTION
 MR0721
 MR0721'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (JCC)
 MR0721'STATION IS ABOUT 7 MILES EAST OF RICHMOND, 6-1/4 MILES SOUTH OF
 MR0721'THE IDAHO-UTAH STATE LINE AND 2-1/2 MILES NORTHWEST OF TONY
 MR0721'GROVE LAKE, ON A HIGH ROCKY HILL LOCALLY KNOWN AS NAOMI PEAK.
 MR0721'
 MR0721'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WHITE,
 MR0721'THE DISTANCE BEING 8.11 FEET OR 2.471 METERS NORTHEAST.  THE MARK
 MR0721'IS A U.S.G.S. BRONZE DISK, STAMPED NAOMI 1960 9980, CEMENTED IN A
 MR0721'DRILL HOLE IN A 1 BY 3 FOOT ROCK OUTCROP PROJECTING 1 FOOT AND
 MR0721'ABOUT THE SAME ELEVATION AS STATION WHITE.
 MR0721
 MR0721                          STATION RECOVERY (1969)
 MR0721
 MR0721'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (HGB)
 MR0721'THE ROCK THAT STATION NAOMI IS SET IN IS UNSTABLE AND WITH A GOOD
 MR0721'PUSH COULD BE MOVED.  THE STATION IS TIED TO THE USC AND GS
 MR0721'STATION WHITE 1963.
 MR0721
 MR0721                          STATION RECOVERY (2005)
 MR0721
 MR0721'RECOVERY NOTE BY GEOCACHING 2005 (JJB)
 MR0721'THE PIPE THE MARK WAS ON IS IN PLACE BUT THE MARK ITSELF IS GONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0491 ***********************************************************************
 KN0491  DESIGNATION -  NATES
 KN0491  PID         -  KN0491
 KN0491  STATE/COUNTY-  UT/EMERY
 KN0491  COUNTRY     -  US
 KN0491  USGS QUAD   -  DEVILS HOLE (2017)
 KN0491
 KN0491                         *CURRENT SURVEY CONTROL
 KN0491  ______________________________________________________________________
 KN0491* NAD 83(1994) POSITION- 39 04 08.19841(N) 110 31 35.48814(W)   ADJUSTED
 KN0491* NAVD 88 ORTHO HEIGHT -  2083.7   (meters)     6836.    (feet) VERTCON3
 KN0491  ______________________________________________________________________
 KN0491  GEOID HEIGHT    -        -18.790 (meters)                     GEOID18
 KN0491  LAPLACE CORR    -         -4.92  (seconds)                    DEFLEC18
 KN0491  HORZ ORDER      -  THIRD
 KN0491
 KN0491.The horizontal coordinates were established by classical geodetic methods
 KN0491.and adjusted by the National Geodetic Survey in November 1997.
 KN0491
 KN0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0491
 KN0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0491.GEOID18 height accuracy estimate available here.
 KN0491
 KN0491.Click photographs - Photos may exist for this station.
 KN0491
 KN0491.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0491
 KN0491. The following values were computed from the NAD 83(1994) position.
 KN0491
 KN0491;                    North         East     Units Scale Factor Converg.
 KN0491;SPC UT C     - 2,082,126.558   584,244.068   MT  0.99998751   +0 37 24.9
 KN0491;SPC UT C     - 6,831,110.22  1,916,807.41   sFT  0.99998751   +0 37 24.9
 KN0491;UTM  12      - 4,324,534.083   540,959.354   MT  0.99962066   +0 17 54.3
 KN0491
 KN0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0491!SPC UT C     -   0.99967613  x   0.99998751  =   0.99966364
 KN0491!UTM  12      -   0.99967613  x   0.99962066  =   0.99929691
 KN0491
 KN0491:                Primary Azimuth Mark                     Grid Az
 KN0491:SPC UT C     -  MEXICAN                                  144 35 17.8
 KN0491:UTM  12      -  MEXICAN                                  144 54 48.4
 KN0491
 KN0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ4095924534(NAD 83)
 KN0491
 KN0491|---------------------------------------------------------------------|
 KN0491| PID    Reference Object                     Distance      Geod. Az  |
 KN0491|                                                           dddmmss.s |
 KN0491| KN0485 MEXICAN                             APPROX. 8.5 KM 1451242.7 |
 KN0491|---------------------------------------------------------------------|
 KN0491
 KN0491                          SUPERSEDED SURVEY CONTROL
 KN0491
 KN0491  NAD 83(1986)-  39 04 08.18747(N)    110 31 35.48178(W) AD(       ) 3
 KN0491  NAD 27      -  39 04 08.27996(N)    110 31 32.92283(W) AD(       ) 3
 KN0491  NGVD 29 (07/19/86) 2082.6    (m)         6833.     (f) VERT ANG       
 KN0491
 KN0491.Superseded values are not recommended for survey control.
 KN0491
 KN0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0491.See file dsdata.pdf to determine how the superseded data were derived.
 KN0491
 KN0491_MARKER: DD = SURVEY DISK
 KN0491_SETTING: 66 = SET IN ROCK OUTCROP
 KN0491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0491+STABILITY: POSITION/ELEVATION WELL
 KN0491
 KN0491  HISTORY     - Date     Condition        Report By
 KN0491  HISTORY     - 1952     MONUMENTED       USGS
 KN0491
 KN0491                          STATION DESCRIPTION
 KN0491
 KN0491'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 KN0491'LOCATED ABOUT 20.0 MI. WNW OF TOWN OF GREEN RIVER, 9.0 MI. SE. OF
 KN0491'SOUTHERNMOST PROMONTORY OF RED PLATEAU AND 5.0 MI. NW. OF MEXICAN BEND
 KN0491'OF SAN RAFAEL RIVER ON WESTERNMOST DETACHED PORTION OF IRREGULAR
 KN0491'SHAPED SPARSELY-TIMBERED SANDSTONE BUTTE WHICH RISES ABOVE BROKEN
 KN0491'TERRAIN AT HEAD OF NATES CANYON WHICH DRAINS E. THERE ARE HIGHER
 KN0491'BARE SANDSTONE TOPS S. AND E. OF STATION.
 KN0491'
 KN0491'STATION REACHED BY HELICOPTER LANDING AT STATION.
 KN0491'
 KN0491'STATION MARK - STANDARD TABLET STAMPED ---NATES 1952--- CEMENTED IN
 KN0491'DRILL HOLE IN SOLID ROCK.
 KN0491'
 KN0491'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 KN0491'---1 1952--- CEMENTED IN DRILL HOLE IN SOLID ROCK, 7.85 FT. FROM
 KN0491'STATION MARK, S 22 DEG 24 MIN E.
 KN0491'
 KN0491'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET NOT STAMPED
 KN0491'CEMENTED IN DRILL HOLE 17.75 FT. FROM STATION MARK,
 KN0491'S 36 DEG 17 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0589 ***********************************************************************
 HO0589  DESIGNATION -  NAVAJO LAKE
 HO0589  PID         -  HO0589
 HO0589  STATE/COUNTY-  UT/KANE
 HO0589  COUNTRY     -  US
 HO0589  USGS QUAD   -  NAVAJO LAKE (2017)
 HO0589
 HO0589                         *CURRENT SURVEY CONTROL
 HO0589  ______________________________________________________________________
 HO0589* NAD 83(1994) POSITION- 37 30 44.50225(N) 112 48 32.61334(W)   ADJUSTED
 HO0589* NAVD 88 ORTHO HEIGHT -  3038.    (meters)     9967.    (feet) SCALED
 HO0589  ______________________________________________________________________
 HO0589  GEOID HEIGHT    -        -20.545 (meters)                     GEOID18
 HO0589  LAPLACE CORR    -          4.97  (seconds)                    DEFLEC18
 HO0589  HORZ ORDER      -  FIRST
 HO0589
 HO0589.The horizontal coordinates were established by classical geodetic methods
 HO0589.and adjusted by the National Geodetic Survey in June 1998.
 HO0589
 HO0589.The orthometric height was scaled from a topographic map.
 HO0589
 HO0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0589.GEOID18 height accuracy estimate available here.
 HO0589
 HO0589.Click photographs - Photos may exist for this station.
 HO0589
 HO0589.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0589
 HO0589. The following values were computed from the NAD 83(1994) position.
 HO0589
 HO0589;                    North         East     Units Scale Factor Converg.
 HO0589;SPC UT S     - 3,094,667.788   384,273.061   MT  0.99996248   -0 48 07.4
 HO0589;SPC UT S     -10,153,089.23  1,260,735.87   sFT  0.99996248   -0 48 07.4
 HO0589;UTM  12      - 4,153,250.074   340,116.550   MT  0.99991488   -1 06 06.6
 HO0589
 HO0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0589!SPC UT S     -   0.99952665  x   0.99996248  =   0.99948915
 HO0589!UTM  12      -   0.99952665  x   0.99991488  =   0.99944158
 HO0589
 HO0589:                Primary Azimuth Mark                     Grid Az
 HO0589:SPC UT S     -  NAVAJO LAKE AZ MK                        314 05 32.2
 HO0589:UTM  12      -  NAVAJO LAKE AZ MK                        314 23 31.4
 HO0589
 HO0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG4011653250(NAD 83)
 HO0589
 HO0589|---------------------------------------------------------------------|
 HO0589| PID    Reference Object                     Distance      Geod. Az  |
 HO0589|                                                           dddmmss.s |
 HO0589| CH3772 NAVAJO LAKE RM 1                     13.550 METERS 12400     |
 HO0589| HO0619 GUARDIAN ANGEL PEAK                 APPROX.32.7 KM 2224634.6 |
 HO0589| CH3773 NAVAJO LAKE RM 2                      3.445 METERS 22259     |
 HO0589| CH3771 NAVAJO LAKE AZ MK                                  3131724.8 |
 HO0589|---------------------------------------------------------------------|
 HO0589
 HO0589                          SUPERSEDED SURVEY CONTROL
 HO0589
 HO0589  NAD 83(1986)-  37 30 44.50051(N)    112 48 32.61287(W) AD(       ) 1
 HO0589  NAD 27      -  37 30 44.57800(N)    112 48 29.82700(W) AD(       ) 1
 HO0589
 HO0589.Superseded values are not recommended for survey control.
 HO0589
 HO0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0589.See file dsdata.pdf to determine how the superseded data were derived.
 HO0589
 HO0589_MARKER: DS = TRIANGULATION STATION DISK
 HO0589_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HO0589_STAMPING: NAVAJO LAKE 1938
 HO0589_MARK LOGO: CGS
 HO0589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0589+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2024
 HO0589
 HO0589  HISTORY     - Date     Condition        Report By
 HO0589  HISTORY     - 1938     MONUMENTED       CGS
 HO0589  HISTORY     - 1957     GOOD             USGS
 HO0589  HISTORY     - 20030725 GOOD             INDIV
 HO0589  HISTORY     - 20240929 GOOD             PEAKBG
 HO0589
 HO0589                          STATION DESCRIPTION
 HO0589
 HO0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0589'STATION IS IN THE SOUTHERN PART OF UTAH AND THE NORTHWESTERN
 HO0589'PART OF KANE COUNTY ALONG THE SOUTHWEST EDGE OF THE DIXIE
 HO0589'NATIONAL FOREST.  IT IS ABOUT 18 MILES AIRLINE SW OF CEDAR
 HO0589'CITY, ABOUT 17 MILES AIRLINE NW OF GLENDALE AND ABOUT 1-1/2
 HO0589'MILES SOUTH OF THE WEST END OF NAVAJO LAKE.
 HO0589'
 HO0589'SURFACE AND REFERENCE MARK NO. 1 ARE STANDARD BRONZE DISKS
 HO0589'SET IN THE GROUND.  REFERENCE
 HO0589'MARK NO. 2 AND AZIMUTH MARK ARE STANDARD BRONZE DISKS SET
 HO0589'IN BEDROCK.
 HO0589'
 HO0589'THE PEAK ON WHICH THE STATION IS LOCATED IS THE HIGHEST ONE IN
 HO0589'THE IMMEDIATE VICINITY.  IT HAS A SMALL BARE TOP AND BLUFFS TO THE
 HO0589'SOUTH.  THE STATION IS LOCATED ABOUT 30 FEET NORTH OF BLUFFS AND
 HO0589'ABOUT 75 FEET EAST AND 75 FEET SOUTH OF TREE LINE.  THE
 HO0589'CLEARING, LAYING MOSTLY TO THE EAST OF THE STATION, CONTAINS
 HO0589'POSSIBLY FOUR ACRES AND IS COVERED WITH SMALL LIMESTONE ROCK.
 HO0589'
 HO0589'REACHED FROM CEDAR CITY BY GOING SOUTHEAST ON HIGHWAY UTAH 14
 HO0589'ABOUT 27 MILES TO A ROAD LEADING RIGHT (SW) AT A LARGE WOODEN
 HO0589'SIGN MARKED NAVAJO LAKE.  TURN RIGHT ON THIS ROAD, WHICH
 HO0589'LEADS AROUND THE SOUTH SIDE OF THE LAKE, AND GO 2-1/2 MILES
 HO0589'TO A LARGE WOODEN SIGN ON THE LEFT MARKED THE SPRUCES AND
 HO0589'A CAMP GROUND ON THE RIGHT.  THIS IS THE END OF TRUCK TRAVEL.
 HO0589'PACK UP THE CANYON TO THE SSW ABOUT 3/4 MILE TO ITS HEAD
 HO0589'AT RIM OVERLOOKING THE COUNTRY TO THE SOUTH.  THENCE BEAR
 HO0589'RIGHT (WESTERLY) ALONG RIM AND ACROSS TWO SMALL RIDGES FOR
 HO0589'ABOUT 1-1/2 MILES TO THE HIGHEST POINT AND THE STATION IN
 HO0589'THE WESTERLY PART OF ROCK COVERED CLEARING.
 HO0589'
 HO0589'THE AZIMUTH MARK IS LOCATED ON THE SE FACE OF THE FIRST PEAK
 HO0589'ABOUT 1/2 MILE TO THE NW.  IT IS LOCATED IN A SMALL OPENING
 HO0589'BETWEEN TWO DEAD TREES.
 HO0589'
 HO0589'IT IS ABOUT 2 HOURS PACK FROM END OF TRUCK TRAVEL.  ALL
 HO0589'STATIONS ARE VISIBLE FROM A 4-FOOT STAND.  DISTANCE BETWEEN
 HO0589'REFERENCE MARKS IS 47.54 FT. (14.490 METERS).
 HO0589
 HO0589                          STATION RECOVERY (1957)
 HO0589
 HO0589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 HO0589'RECOVERED IN GOOD CONDITION.
 HO0589'
 HO0589'STATION MARK--STANDARD DISK SET IN GROUND.
 HO0589
 HO0589                          STATION RECOVERY (2003)
 HO0589
 HO0589'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HDM)
 HO0589'STATION MARK, BOTH REFERENCE MARKS AND AZIMUTH MARK FOUND IN GOOD
 HO0589'CONDITION.
 HO0589'FROM NAVAJO LAKE CAMPGROUND, HIKE SOUTHERLY ON NAVAJO TRAIL ABOUT 1.2
 HO0589'MILES TO VIRGIN RIM TRAIL, WESTERLY ON VIRGIN RIM TRAIL ABOUT 1.3
 HO0589'MILES, THEN LEFT OFF TRAIL UP HILL TO STATION AT HIGHEST POINT.
 HO0589'AZIMUTH MARK IS ON NEXT HILL NORTHWEST SET IN BEDROCK PROJECTING 10
 HO0589'INCHES ON EAST AND 2 INCHES ON WEST ABOUT 30 YARDS SOUTHEAST OF THE
 HO0589'CREST OF THE HILL AND 10 FEET NORTH OF A PINE TREE.
 HO0589
 HO0589                          STATION RECOVERY (2024)
 HO0589
 HO0589'RECOVERY NOTE BY PEAK BAGGER 2024 (DG)
 HO0589'STATION AND BOTH RMS FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0910 ***********************************************************************
 HN0910  DESIGNATION -  NAVAJO MT NAVAJO COUNCIL S MST
 HN0910  PID         -  HN0910
 HN0910  STATE/COUNTY-  UT/SAN JUAN
 HN0910  COUNTRY     -  US
 HN0910  USGS QUAD   -  NAVAJO BEGAY (2017)
 HN0910
 HN0910                         *CURRENT SURVEY CONTROL
 HN0910  ______________________________________________________________________
 HN0910* NAD 83(1994) POSITION- 37 02 03.38341(N) 110 52 11.99625(W)   ADJUSTED
 HN0910  ______________________________________________________________________
 HN0910  GEOID HEIGHT    -        -21.958 (meters)                     GEOID18
 HN0910  LAPLACE CORR    -          7.41  (seconds)                    DEFLEC18
 HN0910  HORZ ORDER      -  THIRD
 HN0910
 HN0910.The horizontal coordinates were established by classical geodetic methods
 HN0910.and adjusted by the National Geodetic Survey in November 1997.
 HN0910
 HN0910.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0910.GEOID18 height accuracy estimate available here.
 HN0910
 HN0910.Click photographs - Photos may exist for this station.
 HN0910
 HN0910.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0910
 HN0910. The following values were computed from the NAD 83(1994) position.
 HN0910
 HN0910;                    North         East     Units Scale Factor Converg.
 HN0910;SPC UT S     - 3,040,987.341   556,053.876   MT  1.00003628   +0 23 09.6
 HN0910;SPC UT S     - 9,976,972.63  1,824,320.09   sFT  1.00003628   +0 23 09.6
 HN0910;SPC UT S     - 9,976,972.63  1,824,320.09   sFT  1.00003628   +0 23 09.6
 HN0910;SPC AZ C     -   669,785.573   306,475.933   MT  1.00000678   +0 37 49.6
 HN0910;SPC AZ C     - 2,197,459.23  1,005,498.47   iFT  1.00000678   +0 37 49.6
 HN0910;SPC UT S     - 3,040,987.341   556,053.876   MT  1.00003628   +0 23 09.6
 HN0910;UTM  12      - 4,098,682.315   511,561.790   MT  0.99960165   +0 04 41.9
 HN0910
 HN0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF1156198682(NAD 83)
 HN0910
 HN0910                          SUPERSEDED SURVEY CONTROL
 HN0910
 HN0910  NAD 83(1992)-  37 02 03.38168(N)    110 52 11.99619(W) AD(       ) 3
 HN0910  NAD 83(1986)-  37 02 03.38088(N)    110 52 11.99675(W) AD(       ) 3
 HN0910  NAD 27      -  37 02 03.39239(N)    110 52 09.51511(W) AD(       ) 3
 HN0910
 HN0910.Superseded values are not recommended for survey control.
 HN0910
 HN0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0910.See file dsdata.pdf to determine how the superseded data were derived.
 HN0910
 HN0910_MARKER: 42 = RADIO/TV MAST
 HN0910
 HN0910  HISTORY     - Date     Condition        Report By
 HN0910  HISTORY     - 1963     FIRST OBSERVED   CGS
 HN0910
 HN0910                          STATION DESCRIPTION
 HN0910
 HN0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0910'THE TOP CENTER OF THE NAVAJO COUNCIL RADIO MAST LOCATED ON
 HN0910'THE HIGHEST POINT OF NAVAJO MOUNTAIN.  THE MAST IS A TRIANGLE
 HN0910'SHAPED METAL STRUCTURE, 12 INCHES ON A SIDE AND ABOUT 120
 HN0910'FEET HIGH.  IT IS THE SOUTH ONE OF TWO MASTS ON THE MOUNTAIN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0911 ***********************************************************************
 HN0911  DESIGNATION -  NAVAJO MTN
 HN0911  PID         -  HN0911
 HN0911  STATE/COUNTY-  UT/SAN JUAN
 HN0911  COUNTRY     -  US
 HN0911  USGS QUAD   -  NAVAJO BEGAY (2017)
 HN0911
 HN0911                         *CURRENT SURVEY CONTROL
 HN0911  ______________________________________________________________________
 HN0911* NAD 83(1994) POSITION- 37 02 03.31407(N) 110 52 10.47631(W)   ADJUSTED
 HN0911* NAVD 88 ORTHO HEIGHT -  3154.3   (meters)    10349.    (feet) VERTCON3
 HN0911  ______________________________________________________________________
 HN0911  GEOID HEIGHT    -        -21.956 (meters)                     GEOID18
 HN0911  LAPLACE CORR    -          6.99  (seconds)                    DEFLEC18
 HN0911  HORZ ORDER      -  FIRST
 HN0911
 HN0911.The horizontal coordinates were established by classical geodetic methods
 HN0911.and adjusted by the National Geodetic Survey in November 1997.
 HN0911
 HN0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0911
 HN0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0911.GEOID18 height accuracy estimate available here.
 HN0911
 HN0911.Click photographs - Photos may exist for this station.
 HN0911
 HN0911.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0911
 HN0911. The following values were computed from the NAD 83(1994) position.
 HN0911
 HN0911;                    North         East     Units Scale Factor Converg.
 HN0911;SPC UT S     - 3,040,985.456   556,091.455   MT  1.00003628   +0 23 10.5
 HN0911;SPC UT S     - 9,976,966.45  1,824,443.38   sFT  1.00003628   +0 23 10.5
 HN0911;SPC UT S     - 9,976,966.45  1,824,443.38   sFT  1.00003628   +0 23 10.5
 HN0911;SPC AZ C     -   669,783.849   306,513.519   MT  1.00000687   +0 37 50.5
 HN0911;SPC AZ C     - 2,197,453.57  1,005,621.78   iFT  1.00000687   +0 37 50.5
 HN0911;SPC UT S     - 3,040,985.456   556,091.455   MT  1.00003628   +0 23 10.5
 HN0911;UTM  12      - 4,098,680.230   511,599.343   MT  0.99960166   +0 04 42.8
 HN0911
 HN0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0911!SPC UT S     -   0.99950868  x   1.00003628  =   0.99954494
 HN0911!SPC AZ C     -   0.99950868  x   1.00000687  =   0.99951554
 HN0911!SPC UT S     -   0.99950868  x   1.00003628  =   0.99954494
 HN0911!UTM  12      -   0.99950868  x   0.99960166  =   0.99911053
 HN0911
 HN0911:                Primary Azimuth Mark                     Grid Az
 HN0911:SPC UT S     -  ALLIANCE                                 145 03 57.9
 HN0911:SPC AZ C     -  ALLIANCE                                 144 49 17.9
 HN0911:SPC UT S     -  ALLIANCE                                 145 03 57.9
 HN0911:UTM  12      -  ALLIANCE                                 145 22 25.6
 HN0911
 HN0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF1159998680(NAD 83)
 HN0911
 HN0911|---------------------------------------------------------------------|
 HN0911| PID    Reference Object                     Distance      Geod. Az  |
 HN0911|                                                           dddmmss.s |
 HN0911| HN0912 NAVAJO MTN ARIZ HWY PAT N MAST       22.599 METERS 00726     |
 HN0911| CM7711 NAVAJO MTN RM 2                       6.683 METERS 11707     |
 HN0911| GP0649 ALLIANCE                            APPROX.23.6 KM 1452708.4 |
 HN0911| HN0910 NAVAJO MT NAVAJO COUNCIL S MST       37.653 METERS 27316     |
 HN0911| CM7710 NAVAJO MTN RM 1                       6.742 METERS 33959     |
 HN0911|---------------------------------------------------------------------|
 HN0911
 HN0911                          SUPERSEDED SURVEY CONTROL
 HN0911
 HN0911  NAD 83(1992)-  37 02 03.31234(N)    110 52 10.47619(W) AD(       ) 1
 HN0911  NAD 83(1986)-  37 02 03.31132(N)    110 52 10.47570(W) AD(       ) 1
 HN0911  NAD 27      -  37 02 03.32300(N)    110 52 07.99400(W) AD(       ) 1
 HN0911  NGVD 29 (07/19/86) 3153.0    (m)        10344.     (f) VERT ANG       
 HN0911
 HN0911.Superseded values are not recommended for survey control.
 HN0911
 HN0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0911.See file dsdata.pdf to determine how the superseded data were derived.
 HN0911
 HN0911_MARKER: DS = TRIANGULATION STATION DISK
 HN0911_SETTING: 66 = SET IN ROCK OUTCROP
 HN0911_STAMPING: NAVAJO MTN 1934
 HN0911_MARK LOGO: CGS
 HN0911_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0911+STABILITY: POSITION/ELEVATION WELL
 HN0911
 HN0911  HISTORY     - Date     Condition        Report By
 HN0911  HISTORY     - 1934     MONUMENTED       CGS
 HN0911  HISTORY     - 1936     SEE DESCRIPTION  CGS
 HN0911  HISTORY     - 1963     GOOD             CGS
 HN0911  HISTORY     - 1970     GOOD             USGS
 HN0911
 HN0911                          STATION DESCRIPTION
 HN0911
 HN0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 HN0911'ABOUT 40 MILES NORTHWEST OF KAYENTA, ARIZONA, ABOUT 4 MILES
 HN0911'NORTH OF RAINBOW LODGE, NEAR RAINBOW NATURAL BRIDGE, ON HIGHEST
 HN0911'POINT OF PROMINENT PEAK KNOWN AS NAVAJO MOUNTAIN (ELEVATION
 HN0911'10,416 FEET), ON SANDSTONE OUTCROP WHICH FORMS HIGHEST POINT
 HN0911'OF MOUNTAIN.  MOUNTAIN IS IN NARROW STRIP OF LAND BETWEEN
 HN0911'COLORADO RIVER AND ARIZONA STATE LINE AND IS HIGHEST IN
 HN0911'VICINITY.  MARK WAS PLACED AT SPOT MARKED BY TARGET ESTABLISHED
 HN0911'BY FAIRCHILD AERIAL SURVEYS AND IS PROBABLY ON SITE OF OLD U.S.
 HN0911'GEOLOGICAL SURVEY STATION, ONLY SIGN OF WHICH IS CLEARING OF
 HN0911'TIMBER DONE YEARS AGO.  TO REACH FROM INSCRIPTION HOUSE
 HN0911'TRADING POST, GO NORTH 35 MILES ON UNIMPROVED ROAD,
 HN0911'FOLLOWING RAINBOW LODGE SIGNS TO LODGE, FROM HERE THERE ARE
 HN0911'TWO TRAILS LEADING UP MOUNTAIN.  THE HORSE TRAIL CIRCLES
 HN0911'BASE OF MOUNTAIN TO RIGHT (EAST) BEFORE STARTING TO CLIMB
 HN0911'AND LEADS BY WAR GOD SPRING, THENCE SOUTHWEST ABOUT 1/2
 HN0911'MILE, THENCE WEST UP STEEP SLOPE AND ALONG RIDGE TO
 HN0911'STATION SITE (4-HOUR HORSE PACK).  OTHER TRAIL IS SHORTER
 HN0911'AND STEEPER AND SUITABLE ONLY FOR FOOT TRAVEL.  MARKED BY
 HN0911'STANDARD STATION DISK IN BEDROCK OR BOULDER.
 HN0911'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 HN0911'OUTCROPPING BEDROCK.  NO. 1 IS 6.690 METERS (21.95
 HN0911'FEET) NORTH-NORTHWEST OF STATION.
 HN0911'NO. 2 IS 6.746 METERS (22.13 FEET) EAST-SOUTHEAST OF STATION.
 HN0911'DISTANCE BETWEEN REFERENCE MARKS
 HN0911'IS 41.05 FEET.
 HN0911
 HN0911                          STATION RECOVERY (1963)
 HN0911
 HN0911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0911'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED AND
 HN0911'FOUND IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO THE
 HN0911'REFERENCE MARKS CHECKED WITH THE PREVIOUS MEASURMENTS.  THE
 HN0911'1934-36 ROUTE TO THE STATION WAS NOT CHECKED.  A NEW AND
 HN0911'COMPLETE DESCRIPTION FOLLOWS--
 HN0911'
 HN0911'THE STATION IS LOCATED ABOUT 41 MILES NORTHWEST OF KAYENTA,
 HN0911'34 MILES EAST NORTHEAST OF PAGE, 10-1/4 MILES SOUTH OF THE
 HN0911'JUNCTION OF THE SAN JUAN AND COLORADO RIVERS ON THE HIGHEST
 HN0911'POINT OF NAVAJO MOUNTAIN.
 HN0911'
 HN0911'TO REACH THE STATION BY HELICOPTER FROM THE PAGE AIRPORT
 HN0911'FLY EAST NORTHEAST ON A TRUE COURSE OF 74 DEGREES FOR ABOUT
 HN0911'34 MILES TO THE HIGHEST POINT OF THE MOUNTAIN AND THE STATION.
 HN0911'LANDING WAS MADE AT THE END OF A ROAD LEADING TO THE TOP OF THE
 HN0911'MOUNTAIN.  THE STATION COULD ALSO BE REACHED BY TRUCK BUT
 HN0911'THIS WAS NOT INVESTIGATED.
 HN0911'
 HN0911'THE STATION MARK IS A STANDARD DISK, STAMPED NAVAJO MTN 1934,
 HN0911'CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK 6 BY 8 FEET
 HN0911'IN CROSS SECTION AND PROJECTING ABOUT 2 FEET ABOVE THE GROUND.
 HN0911'IT IS 60 FEET EAST OF A BLADED ROAD AND 55 FEET SOUTH OF
 HN0911'THE SOUTHEAST CORNER OF A TIN BUILDING.
 HN0911'
 HN0911'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NAVAJO MTN NO. 1 1934,
 HN0911'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 20 FEET SOUTHEAST
 HN0911'OF A DOORWAY IN THE TIN BUILDING AND ABOUT 3 FEET LOWER THAN
 HN0911'THE STATION.
 HN0911'
 HN0911'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NAVAJO MTN NO 2
 HN0911'1934, CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 70 FEET
 HN0911'SOUTHEAST OF THE SOUTHEAST CORNER OF THE TIN BUILDING AND
 HN0911'ABOUT 8 INCHES LOWER THAN THE STATION.
 HN0911'
 HN0911'NO AZIMUTH MARK ESTABLISHED FOR THIS STATION.
 HN0911
 HN0911                          STATION RECOVERY (1970)
 HN0911
 HN0911'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HN0911'INSTRUMENT STAND 12.7 FT ABOVE STATION MARK.
 HN0911'
 HN0911'ALL MARKS RECOVERED IN GOOD CONDITION.
 HN0911'
 HN0911'A NEW TO REACH AS FOLLOWS--
 HN0911'
 HN0911'TO REACH FROM THE NAVAJO MTN TRADING POST DRIVE S. TOWARD THE
 HN0911'AIRSTRIP FOR 0.7 MI. TO T-RD. W.  THIS T-RD. IS 0.8 MI N. OF
 HN0911'THE ARIZONA STATE LINE AND 0.2 MI N. OF THE RD. LEADING TO THE
 HN0911'NAVAJO MTN. AIRSTRIP.  TURN RIGHT AND FOLLOW THE ROUGH STEEP
 HN0911'BLADED TRAIL FOR 8.1 MI TO THE TOP OF NAVAJO MOUNTAIN AND
 HN0911'STATION.  A 4-WHEEL DRIVE SHOULD BE USED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0912 ***********************************************************************
 HN0912  DESIGNATION -  NAVAJO MTN ARIZ HWY PAT N MAST
 HN0912  PID         -  HN0912
 HN0912  STATE/COUNTY-  UT/SAN JUAN
 HN0912  COUNTRY     -  US
 HN0912  USGS QUAD   -  NAVAJO BEGAY (2017)
 HN0912
 HN0912                         *CURRENT SURVEY CONTROL
 HN0912  ______________________________________________________________________
 HN0912* NAD 83(1994) POSITION- 37 02 04.04116(N) 110 52 10.35807(W)   ADJUSTED
 HN0912  ______________________________________________________________________
 HN0912  GEOID HEIGHT    -        -21.957 (meters)                     GEOID18
 HN0912  LAPLACE CORR    -          6.97  (seconds)                    DEFLEC18
 HN0912  HORZ ORDER      -  THIRD
 HN0912
 HN0912.The horizontal coordinates were established by classical geodetic methods
 HN0912.and adjusted by the National Geodetic Survey in November 1997.
 HN0912
 HN0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0912.GEOID18 height accuracy estimate available here.
 HN0912
 HN0912.Click photographs - Photos may exist for this station.
 HN0912
 HN0912.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0912
 HN0912. The following values were computed from the NAD 83(1994) position.
 HN0912
 HN0912;                    North         East     Units Scale Factor Converg.
 HN0912;SPC UT S     - 3,041,007.890   556,094.226   MT  1.00003623   +0 23 10.6
 HN0912;SPC UT S     - 9,977,040.05  1,824,452.47   sFT  1.00003623   +0 23 10.6
 HN0912;SPC UT S     - 9,977,040.05  1,824,452.47   sFT  1.00003623   +0 23 10.6
 HN0912;SPC AZ C     -   669,806.295   306,516.194   MT  1.00000687   +0 37 50.6
 HN0912;SPC AZ C     - 2,197,527.21  1,005,630.56   iFT  1.00000687   +0 37 50.6
 HN0912;SPC UT S     - 3,041,007.890   556,094.226   MT  1.00003623   +0 23 10.6
 HN0912;UTM  12      - 4,098,702.639   511,602.233   MT  0.99960166   +0 04 42.9
 HN0912
 HN0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF1160298702(NAD 83)
 HN0912
 HN0912                          SUPERSEDED SURVEY CONTROL
 HN0912
 HN0912  NAD 83(1992)-  37 02 04.03941(N)    110 52 10.35796(W) AD(       ) 3
 HN0912  NAD 83(1986)-  37 02 04.03822(N)    110 52 10.35730(W) AD(       ) 3
 HN0912  NAD 27      -  37 02 04.04992(N)    110 52 07.87581(W) AD(       ) 3
 HN0912
 HN0912.Superseded values are not recommended for survey control.
 HN0912
 HN0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0912.See file dsdata.pdf to determine how the superseded data were derived.
 HN0912
 HN0912_MARKER: 42 = RADIO/TV MAST
 HN0912
 HN0912  HISTORY     - Date     Condition        Report By
 HN0912  HISTORY     - 1963     FIRST OBSERVED   CGS
 HN0912
 HN0912                          STATION DESCRIPTION
 HN0912
 HN0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0912'THE TOP CENTER OF THE ARIZONA HIGHWAY PATROL RADIO MAST
 HN0912'LOCATED ON THE HIGHEST POINT OF NAVAJO MOUNTAIN.  THE MAST IS
 HN0912'A TRIANGLE SHAPED METAL STRUCTURE 30 INCHES ON A SIDE AND ABOUT
 HN0912'100 FEET HIGH.  IT IS THE NORTH ONE OF TWO MASTS ON THE MOUNTAIN.
 HN0912'
 HN0912'NOTE--THE MAST IS STILL UNDER CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0701 ***********************************************************************
 HN0701  DESIGNATION -  NAVAJO POINT
 HN0701  PID         -  HN0701
 HN0701  STATE/COUNTY-  UT/KANE
 HN0701  COUNTRY     -  US
 HN0701  USGS QUAD   -  NAVAJO POINT (2017)
 HN0701
 HN0701                         *CURRENT SURVEY CONTROL
 HN0701  ______________________________________________________________________
 HN0701* NAD 83(1994) POSITION- 37 10 53.76246(N) 111 01 16.90565(W)   ADJUSTED
 HN0701* NAVD 88 ORTHO HEIGHT -  2296.6   (meters)     7535.    (feet) VERTCON3
 HN0701  ______________________________________________________________________
 HN0701  GEOID HEIGHT    -        -22.734 (meters)                     GEOID18
 HN0701  LAPLACE CORR    -         -5.47  (seconds)                    DEFLEC18
 HN0701  HORZ ORDER      -  SECOND
 HN0701
 HN0701.The horizontal coordinates were established by classical geodetic methods
 HN0701.and adjusted by the National Geodetic Survey in November 1997.
 HN0701
 HN0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0701
 HN0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0701.GEOID18 height accuracy estimate available here.
 HN0701
 HN0701.Click photographs - Photos may exist for this station.
 HN0701
 HN0701.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0701
 HN0701. The following values were computed from the NAD 83(1994) position.
 HN0701
 HN0701;                    North         East     Units Scale Factor Converg.
 HN0701;SPC UT S     - 3,057,257.994   542,502.850   MT  1.00000620   +0 17 35.7
 HN0701;SPC UT S     -10,030,353.94  1,779,861.43   sFT  1.00000620   +0 17 35.7
 HN0701;UTM  12      - 4,115,018.447   498,103.763   MT  0.99960004   -0 00 46.5
 HN0701
 HN0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0701!SPC UT S     -   0.99964329  x   1.00000620  =   0.99964949
 HN0701!UTM  12      -   0.99964329  x   0.99960004  =   0.99924347
 HN0701
 HN0701:                Primary Azimuth Mark                     Grid Az
 HN0701:SPC UT S     -  POINT                                    006 23 59.2
 HN0701:UTM  12      -  POINT                                    006 42 21.4
 HN0701
 HN0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG9810315018(NAD 83)
 HN0701
 HN0701|---------------------------------------------------------------------|
 HN0701| PID    Reference Object                     Distance      Geod. Az  |
 HN0701|                                                           dddmmss.s |
 HN0701| HN0703 POINT                               APPROX. 5.0 KM 0064134.9 |
 HN0701|---------------------------------------------------------------------|
 HN0701
 HN0701                          SUPERSEDED SURVEY CONTROL
 HN0701
 HN0701  NAD 83(1992)-  37 10 53.75957(N)    111 01 16.90579(W) AD(       ) 2
 HN0701  NAD 83(1986)-  37 10 53.75845(N)    111 01 16.90568(W) AD(       ) 2
 HN0701  NAD 27      -  37 10 53.77967(N)    111 01 14.35820(W) AD(       ) 2
 HN0701  NGVD 29 (07/19/86) 2295.5    (m)         7531.     (f) VERT ANG       
 HN0701
 HN0701.Superseded values are not recommended for survey control.
 HN0701
 HN0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0701.See file dsdata.pdf to determine how the superseded data were derived.
 HN0701
 HN0701_MARKER: DB = BENCH MARK DISK
 HN0701_SETTING: 66 = SET IN ROCK OUTCROP
 HN0701_STAMPING: NAVAJO POINT 1953
 HN0701_MARK LOGO: USGS
 HN0701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0701+STABILITY: POSITION/ELEVATION WELL
 HN0701
 HN0701  HISTORY     - Date     Condition        Report By
 HN0701  HISTORY     - 1963     MONUMENTED       USGS
 HN0701
 HN0701                          STATION DESCRIPTION
 HN0701
 HN0701'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (LGB)
 HN0701'THE STATION IS LOCATED ABOUT 31 MILES NORTHEAST OF PAGE,
 HN0701'ARIZONA, 8 MILES SOUTHWEST OF HOLE-IN-THE-ROCK, UTAH, 6 MILES
 HN0701'WEST-NORTHWEST OF THE CONFLUENCE OF THE COLORADO AND SAN JUAN
 HN0701'RIVERS AND ABOUT 2 MILES NORTH OF THE EXTREME SOUTHERN END
 HN0701'OF THE KAIPAROWITS PLATEAU.
 HN0701'
 HN0701'THE MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 HN0701'NAVAJO POINT 1953, IS CEMENTED IN A DRILL HOLE IN BEDROCK.
 HN0701'
 HN0701'THE STATION WAS REACHED BY HELICOPTER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0555 ***********************************************************************
 HO0555  DESIGNATION -  NAVAJO WELLS
 HO0555  PID         -  HO0555
 HO0555  STATE/COUNTY-  UT/KANE
 HO0555  COUNTRY     -  US
 HO0555  USGS QUAD   -  JOHNSON LAKES (2017)
 HO0555
 HO0555                         *CURRENT SURVEY CONTROL
 HO0555  ______________________________________________________________________
 HO0555* NAD 83(1994) POSITION- 37 03 39.68592(N) 112 16 44.82361(W)   ADJUSTED
 HO0555* NAVD 88 ORTHO HEIGHT -  1981.4   (meters)     6501.    (feet) VERTCON3
 HO0555  ______________________________________________________________________
 HO0555  GEOID HEIGHT    -        -22.093 (meters)                     GEOID18
 HO0555  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 HO0555  HORZ ORDER      -  THIRD
 HO0555
 HO0555.The horizontal coordinates were established by classical geodetic methods
 HO0555.and adjusted by the National Geodetic Survey in November 1997.
 HO0555
 HO0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0555
 HO0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0555.GEOID18 height accuracy estimate available here.
 HO0555
 HO0555.Click photographs - Photos may exist for this station.
 HO0555
 HO0555.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0555
 HO0555. The following values were computed from the NAD 83(1994) position.
 HO0555
 HO0555;                    North         East     Units Scale Factor Converg.
 HO0555;SPC UT S     - 3,044,056.049   430,703.595   MT  1.00003033   -0 28 38.5
 HO0555;SPC UT S     - 9,987,040.55  1,413,066.71   sFT  1.00003033   -0 28 38.5
 HO0555;UTM  12      - 4,102,407.087   386,277.547   MT  0.99975932   -0 46 15.5
 HO0555
 HO0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0555!SPC UT S     -   0.99969261  x   1.00003033  =   0.99972294
 HO0555!UTM  12      -   0.99969261  x   0.99975932  =   0.99945201
 HO0555
 HO0555:                Primary Azimuth Mark                     Grid Az
 HO0555:SPC UT S     -  RED CAP RESET                            090 58 18.4
 HO0555:UTM  12      -  RED CAP RESET                            091 15 55.4
 HO0555
 HO0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG8627702407(NAD 83)
 HO0555
 HO0555|---------------------------------------------------------------------|
 HO0555| PID    Reference Object                     Distance      Geod. Az  |
 HO0555|                                                           dddmmss.s |
 HO0555| HO0552 RED CAP RESET                       APPROX. 5.0 KM 0902939.9 |
 HO0555|---------------------------------------------------------------------|
 HO0555
 HO0555                          SUPERSEDED SURVEY CONTROL
 HO0555
 HO0555  NAD 83(1992)-  37 03 39.68570(N)    112 16 44.82391(W) AD(       ) 3
 HO0555  NAD 83(1986)-  37 03 39.68343(N)    112 16 44.82145(W) AD(       ) 3
 HO0555  NAD 27      -  37 03 39.73790(N)    112 16 42.12510(W) AD(       ) 3
 HO0555  NGVD 29 (07/19/86) 1980.4    (m)         6497.     (f) VERT ANG       
 HO0555
 HO0555.Superseded values are not recommended for survey control.
 HO0555
 HO0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0555.See file dsdata.pdf to determine how the superseded data were derived.
 HO0555
 HO0555_MARKER: DD = SURVEY DISK
 HO0555_SETTING: 66 = SET IN ROCK OUTCROP
 HO0555_STAMPING: NAVAJO WELLS 1954
 HO0555_MARK LOGO: USGS
 HO0555_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0555+STABILITY: POSITION/ELEVATION WELL
 HO0555
 HO0555  HISTORY     - Date     Condition        Report By
 HO0555  HISTORY     - 1954     MONUMENTED       USGS
 HO0555
 HO0555                          STATION DESCRIPTION
 HO0555
 HO0555'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HO0555'LOCATED ABOUT 20.0 MI. NE. OF FREDONIA, ARIZONA AND 18.0 MI. E. OF
 HO0555'KANAB, UTAH, ON A PROMINIENT SALIENT OF THE VERMILLION CLIFFS.  THE
 HO0555'STATION IS ABOUT 10 FT. E. OF THE OLD USGS CAIRN STATION.
 HO0555'
 HO0555'---NAVAJO WELL--- KANE COUNTY ON HIGHEST POINT OF S. SALIENT OF
 HO0555'VERMILLION CLIFFS, OVERLOOKING NAVAJO WELL AND HAVING FIRST FLAT TOP
 HO0555'AN ACRE IN EXTENT, GENTLY SLOPING NW., 6 MI. IN AIR DISTANCE ESE. OF
 HO0555'JOHNSON, 10 FT. CAIRN OF STONE AND WOOD.
 HO0555'
 HO0555'STATION REACHED BY HELICOPTER, STATION IS VISIBLE FROM THE RD. IN
 HO0555'PARIA, BUT IS PROBABLY MOST EASILY REACHED FROM THE N.
 HO0555'
 HO0555'STATION MARK - STANDARD TABLET STAMPED ---NAVAJO WELLS 1954---
 HO0555'CEMENTED IN DRILL HOLE IN LIMESTONE OUTCROP ON SE. EDGE OF TOP.
 HO0555'
 HO0555'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0542 ***********************************************************************
 JM0542  DESIGNATION -  NECK
 JM0542  PID         -  JM0542
 JM0542  STATE/COUNTY-  UT/SAN JUAN
 JM0542  COUNTRY     -  US
 JM0542  USGS QUAD   -  MUSSELMAN ARCH (2017)
 JM0542
 JM0542                         *CURRENT SURVEY CONTROL
 JM0542  ______________________________________________________________________
 JM0542* NAD 83(1994) POSITION- 38 29 30.82756(N) 109 48 40.39825(W)   ADJUSTED
 JM0542* NAVD 88 ORTHO HEIGHT -  1833.6   (meters)     6016.    (feet) VERTCON3
 JM0542  ______________________________________________________________________
 JM0542  GEOID HEIGHT    -        -20.433 (meters)                     GEOID18
 JM0542  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 JM0542  HORZ ORDER      -  SECOND
 JM0542
 JM0542.The horizontal coordinates were established by classical geodetic methods
 JM0542.and adjusted by the National Geodetic Survey in November 1997.
 JM0542
 JM0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0542
 JM0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0542.GEOID18 height accuracy estimate available here.
 JM0542
 JM0542.Click photographs - Photos may exist for this station.
 JM0542
 JM0542.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0542
 JM0542. The following values were computed from the NAD 83(1994) position.
 JM0542
 JM0542;                    North         East     Units Scale Factor Converg.
 JM0542;SPC UT S     - 3,203,909.887   647,329.352   MT  1.00002754   +1 02 04.9
 JM0542;SPC UT S     -10,511,494.35  2,123,779.72   sFT  1.00002754   +1 02 04.9
 JM0542;UTM  12      - 4,261,063.705   603,672.243   MT  0.99973236   +0 44 23.9
 JM0542
 JM0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0542!SPC UT S     -   0.99971559  x   1.00002754  =   0.99974312
 JM0542!UTM  12      -   0.99971559  x   0.99973236  =   0.99944803
 JM0542
 JM0542:                Primary Azimuth Mark                     Grid Az
 JM0542:SPC UT S     -  PLATEAU                                  015 44 09.8
 JM0542:UTM  12      -  PLATEAU                                  016 01 50.8
 JM0542
 JM0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH0367261063(NAD 83)
 JM0542
 JM0542|---------------------------------------------------------------------|
 JM0542| PID    Reference Object                     Distance      Geod. Az  |
 JM0542|                                                           dddmmss.s |
 JM0542| JM0579 PLATEAU                             APPROX. 7.2 KM 0164614.7 |
 JM0542| CM7712 NECK AZ MK                                         0245049.8 |
 JM0542| JM0541 NECK RM 3                            29.944 METERS 08623     |
 JM0542| CM7713 NECK RM 1                             5.520 METERS 19633     |
 JM0542| CM7714 NECK RM 2                             9.158 METERS 27853     |
 JM0542| JM0577 BEEHIVE SHAPED BUTTE                APPROX. 4.7 KM 2982359.7 |
 JM0542|---------------------------------------------------------------------|
 JM0542
 JM0542                          SUPERSEDED SURVEY CONTROL
 JM0542
 JM0542  NAD 83(1986)-  38 29 30.81536(N)    109 48 40.39785(W) AD(       ) 2
 JM0542  NAD 27      -  38 29 30.87692(N)    109 48 37.96734(W) AD(       ) 2
 JM0542  NGVD 29 (07/19/86) 1832.5    (m)         6012.     (f) VERT ANG       
 JM0542
 JM0542.Superseded values are not recommended for survey control.
 JM0542
 JM0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0542.See file dsdata.pdf to determine how the superseded data were derived.
 JM0542
 JM0542_MARKER: DS = TRIANGULATION STATION DISK
 JM0542_SETTING: 66 = SET IN ROCK OUTCROP
 JM0542_STAMPING: NECK 1938
 JM0542_MARK LOGO: CGS
 JM0542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0542+STABILITY: POSITION/ELEVATION WELL
 JM0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0542+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2012
 JM0542
 JM0542  HISTORY     - Date     Condition        Report By
 JM0542  HISTORY     - 1938     MONUMENTED       CGS
 JM0542  HISTORY     - 1951     GOOD             USGS
 JM0542  HISTORY     - 1958     GOOD             CGS
 JM0542  HISTORY     - 1963     GOOD             CGS
 JM0542  HISTORY     - 1972     GOOD             NGS
 JM0542  HISTORY     - 20091129 GOOD             GEOCAC
 JM0542  HISTORY     - 20120905 GOOD             GEOCAC
 JM0542
 JM0542                          STATION DESCRIPTION
 JM0542
 JM0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JM0542'STATION IS LOCATED ON A BARE SANDROCK KNOB 100 FEET W OF AND
 JM0542'SLIGHTLY LOWER THAN MAIN RIM OF PLATEAU, ABOUT 14 MILES W OF
 JM0542'MOAB, AND ABOUT 4 MILES N OF A NARROW ROCK RIDGE KNOWN AS NECK.
 JM0542'IT IS ABOUT 0.4 MILE S OF SAN JUAN COUNTY LINE.
 JM0542'
 JM0542'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 JM0542'DISKS IN OUTCROPPING BEDROCK.
 JM0542'
 JM0542'STATION IS REACHED FROM MOAB, UTAH, BY GOING NW ON U.S. 160,
 JM0542'17.5 MILES TO A GRADED, DIRT ROAD ON L.  THIS ROAD IS 13.9 MILES
 JM0542'S OF CRESCENT JUNCTION ON UTAH 93.  THENCE TURN L, W, AND
 JM0542'FOLLOW MAIN-TRAVELED, GRADED, DIRT ROAD 7.1 MILES TO
 JM0542'A SHARP CURVE L.  TURN L AND FOLLOW MAIN ROAD SOUTHERLY 7.35
 JM0542'MILES TO A WINDMILL AND WATER TANK ON L.  CONTINUE SOUTHERLY
 JM0542'7.65 MILES TO CATTLE GUARD.  CONTINUE SOUTHERLY ON GRADED,
 JM0542'DIRT ROAD 4.9 MILES TO FORK AT N EDGE OF LARGE GRASS PRAIRIE.
 JM0542'THIS POINT IS 0.3 MILE W OF PLATEAU.  KEEP R FORK AND FOLLOW
 JM0542'GRADED DIRT ROAD S 3.95 MILES TO AZIMUTH MARK WHICH IS SET
 JM0542'IN A ROCK FLUSH WITH GROUND, AND IS 11 FEET E OF CENTER LINE
 JM0542'OF ROAD.  CONTINUE S 0.35 MILE TO A LONE, JUNIPER TREE ON R
 JM0542'OF ROAD.  LEAVE ROAD AND GO W ACROSS COUNTRY 0.15 MILE TO
 JM0542'EDGE OF RIM AT HIGHEST POINT IN VICINITY.  STATION IS 100
 JM0542'FEET W AND ABOUT 15 LOWER, ON BARE SANDROCK.
 JM0542
 JM0542                          STATION RECOVERY (1951)
 JM0542
 JM0542'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 JM0542'RECOVERED.
 JM0542
 JM0542                          STATION RECOVERY (1958)
 JM0542
 JM0542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JDA)
 JM0542'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 JM0542'AND IN GOOD CONDITION.  THE AZIMUTH MARK HAS EVIDENTLY BEEN
 JM0542'DESTROYED BY ROAD CONSTRUCTION.
 JM0542'
 JM0542'SEE RECONNAISSANCE DESCRIPTION FOR MORE DIRECT ROUTE FROM MOAB.
 JM0542
 JM0542                          STATION RECOVERY (1963)
 JM0542
 JM0542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JM0542'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 JM0542'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND
 JM0542'IS BELIEVED TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  THE
 JM0542'DISTANCES AND DIRECTIONS TO REFERENCE MARK 1 AND 2 CHECKED.
 JM0542'REFERENCE MARK 3 WAS ESTABLISHED.
 JM0542'
 JM0542'THE STATION IS LOCATED ON A BARE SANDSTONE KNOB 100 FEET WEST
 JM0542'OF AND SLIGHTLY LOWER THAN THE MAIN RIM OF THE PLATEAU, ABOUT
 JM0542'14 MILES SOUTHWEST OF MOAB AND 1/2 MILE SOUTH OF THE SAN
 JM0542'JUAN-GRAND COUNTY LINE.
 JM0542'
 JM0542'TO REACH FROM THE POST OFFICE IN MOAB GO NORTHERLY ON U.S.
 JM0542'HIGHWAY 160 FOR 11.0 MILES TO A SIDE ROAD LEFT, JUST AFTER
 JM0542'CROSSING A SMALL BRIDGE.  TURN LEFT AND FOLLOW THE GRADED ROAD
 JM0542'SOUTHWESTERLY UP THE CANYON AND ONTO THE TOP OF THE MESA FOR
 JM0542'8.3 MILES TO A FORK AND SIGNS DEAD HORSE POINT THE NECK 14
 JM0542'ETC.  KEEP LEFT AND FOLLOW THE MAIN ROAD SOUTHERLY FOR 3.8
 JM0542'MILES TO ANOTHER FORK.  KEEP LEFT FORK AND GO SOUTHERLY FOR
 JM0542'2.5 MILES TO A FORK WHICH IS 1/3 MILE SOUTHWEST OF A SHARP
 JM0542'KNOLL.  TAKE THE RIGHT FORK AND GO SOUTH FOR 0.6 MILE TO A ROAD
 JM0542'LEADING LEFT.  CONTINUE SOUTH ON THE MAIN ROAD FOR 3.7
 JM0542'MILES TO A POINT WHERE YOU LEAVE THE MAIN ROAD.  TURN LEFT
 JM0542'A GO WESTERLY ON A TRACK ROAD FOR 0.15 MILE TO THE TOP
 JM0542'OF A SAND HILL AND THE STATION 100 FEET TO THE WEST.
 JM0542'
 JM0542'THE STATION MARK, STAMPED NECK 1938, IS A STANDARD DISK CEMENTED
 JM0542'IN A DRILL HOLE IN SANDSTONE.  IT IS FLUSH WITH THE GROUND AND
 JM0542'4 FEET EAST OF A CAIRN.
 JM0542'
 JM0542'REFERENCE MARK 1, STAMPED NECK NO 1 1938, IS A STANDARD DISK
 JM0542'CEMENTED IN A DRILL HOLE IN SANDSTONE.  IT IS FLUSH WITH THE
 JM0542'GROUND AND ABOUT 2 FEET LOWER THAN THE STATION.
 JM0542'
 JM0542'REFERENCE MARK 2, STAMPED NECK NO 2 1938, IS A STANDARD DISK
 JM0542'CEMENTED IN A DRILL HOLE IN SANDSTONE.  IT IS FLUSH WITH
 JM0542'THE GROUND AND 15 FEET EAST OF THE WEST EDGE OF THE SANDSTONE
 JM0542'AND ABOUT 18 INCHES LOWER THAN THE STATION.
 JM0542'
 JM0542'REFERENCE MARK 3, STAMPED NECK NO 3 1938, IS A STANDARD DISK,
 JM0542'BRAZED TO THE TOP OF A 2-1/2 INCH PIPE THAT PROJECTS 12-INCHES
 JM0542'ABOVE THE GROUND.  IT IS 33 FEET WEST SOUTHWEST OF A SCRUB PINE
 JM0542'TREE AND 30 FEET EAST OF A SCRUB PINE TREE.
 JM0542
 JM0542                          STATION RECOVERY (1972)
 JM0542
 JM0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JM0542'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD
 JM0542'CONDITION AS DESCRIBED.  NO ATTEMPT WAS MADE TO RECOVER THE
 JM0542'AZIMUTH MARK.
 JM0542'
 JM0542'THAT PART OF THE TO-REACH DESCRIPTION SHOULD BE REVISED AS
 JM0542'FOLLOWS--
 JM0542'
 JM0542'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTH OF THE SAN JUAN-GRANC
 JM0542'COUNTY LINE AND ABOUT 15 MILES SOUTHWEST OF MOAB.  IT IS ON A
 JM0542'BARE SANDSTONE KNOB ABOUT 100 FEET WEST OF, AND SLIGHTLY LOWER
 JM0542'THAN, THE MAIN RIM OF THE PLATEAU.
 JM0542'
 JM0542'TO REACH THE STATION FROM THE POST OFFICE IN MOAB, GO NORTH ON
 JM0542'MAIN STREET AND U.S. ROUTE 163 FOR 11 MILES TO THE INTERSECTION
 JM0542'WITH ROAD FROM WEST AND SIGN CANYONLANDS NATIONAL PARK, TURN
 JM0542'LEFT AND GO WEST AND SOUTH FOR 14.4 MILES TO A POINT WHERE
 JM0542'PAVEMENT TURNS SHARP LEFT AS PER SIGN DEAD HORSE POINT.  AT
 JM0542'THIS POINT, LEAVE PAVEMENT AND GO STRAIGHT AHEAD ON
 JM0542'GRAVEL ROAD FOR 4.3 MILES TO A DIM TRACK ROAD INTERSECTING
 JM0542'FROM THE RIGHT.  TURN RIGHT ON DIM TRACK AND GO 0.1 MILE
 JM0542'TO ABOUT THE HIGHEST POINT AND SITE OF THE STATION.
 JM0542
 JM0542                          STATION RECOVERY (2009)
 JM0542
 JM0542'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0542'RMS 1, 2 AND 3 ALSO FOUND.
 JM0542
 JM0542                          STATION RECOVERY (2012)
 JM0542
 JM0542'RECOVERY NOTE BY GEOCACHING 2012 (BA)
 JM0542'RECOVERED STATION NECK ALONG WITH RM 1, RM 2 AND RM 3, ALL IN GOOD
 JM0542'CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0541 ***********************************************************************
 JM0541  DESIGNATION -  NECK RM 3
 JM0541  PID         -  JM0541
 JM0541  STATE/COUNTY-  UT/SAN JUAN
 JM0541  COUNTRY     -  US
 JM0541  USGS QUAD   -  MUSSELMAN ARCH (2017)
 JM0541
 JM0541                         *CURRENT SURVEY CONTROL
 JM0541  ______________________________________________________________________
 JM0541* NAD 83(1994) POSITION- 38 29 30.88895(N) 109 48 39.16512(W)   ADJUSTED
 JM0541* NAVD 88 ORTHO HEIGHT -  1835.3   (meters)     6021.    (feet) VERTCON3
 JM0541  ______________________________________________________________________
 JM0541  GEOID HEIGHT    -        -20.433 (meters)                     GEOID18
 JM0541  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 JM0541  HORZ ORDER      -  SECOND
 JM0541
 JM0541.The horizontal coordinates were established by classical geodetic methods
 JM0541.and adjusted by the National Geodetic Survey in November 1997.
 JM0541
 JM0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0541
 JM0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0541.GEOID18 height accuracy estimate available here.
 JM0541
 JM0541.Click photographs - Photos may exist for this station.
 JM0541
 JM0541.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0541
 JM0541. The following values were computed from the NAD 83(1994) position.
 JM0541
 JM0541;                    North         East     Units Scale Factor Converg.
 JM0541;SPC UT S     - 3,203,912.319   647,359.197   MT  1.00002754   +1 02 05.7
 JM0541;SPC UT S     -10,511,502.33  2,123,877.63   sFT  1.00002754   +1 02 05.7
 JM0541;UTM  12      - 4,261,065.983   603,702.091   MT  0.99973243   +0 44 24.6
 JM0541
 JM0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0541!SPC UT S     -   0.99971532  x   1.00002754  =   0.99974286
 JM0541!UTM  12      -   0.99971532  x   0.99973243  =   0.99944783
 JM0541
 JM0541:                Primary Azimuth Mark                     Grid Az
 JM0541:SPC UT S     -  PLATEAU                                  015 30 46.6
 JM0541:UTM  12      -  PLATEAU                                  015 48 27.7
 JM0541
 JM0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH0370261065(NAD 83)
 JM0541
 JM0541|---------------------------------------------------------------------|
 JM0541| PID    Reference Object                     Distance      Geod. Az  |
 JM0541|                                                           dddmmss.s |
 JM0541| JM0579 PLATEAU                             APPROX. 7.2 KM 0163252.3 |
 JM0541| JM0542 NECK                                 29.944 METERS 26623     |
 JM0541|---------------------------------------------------------------------|
 JM0541
 JM0541                          SUPERSEDED SURVEY CONTROL
 JM0541
 JM0541  NAD 83(1986)-  38 29 30.87675(N)    109 48 39.16472(W) AD(       ) 2
 JM0541  NAD 27      -  38 29 30.93830(N)    109 48 36.73447(W) AD(       ) 2
 JM0541  NGVD 29 (07/19/86) 1834.2    (m)         6018.     (f) VERT ANG       
 JM0541
 JM0541.Superseded values are not recommended for survey control.
 JM0541
 JM0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0541.See file dsdata.pdf to determine how the superseded data were derived.
 JM0541
 JM0541_MARKER: DR = REFERENCE MARK DISK
 JM0541_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0541_STAMPING: NECK NO 3 1938
 JM0541_MARK LOGO: CGS
 JM0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0541+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2012
 JM0541
 JM0541  HISTORY     - Date     Condition        Report By
 JM0541  HISTORY     - 1963     MONUMENTED       CGS
 JM0541  HISTORY     - 20091129 GOOD             GEOCAC
 JM0541  HISTORY     - 20120905 GOOD             GEOCAC
 JM0541
 JM0541                          STATION DESCRIPTION
 JM0541
 JM0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JM0541'THE STATION IS ON THE WEST EDGE OF A SAND RIDGE, ABOUT 100
 JM0541'FEET EAST OF A BARE SANDSTONE KNOB AND SLIGHTLY HIGHER THAN
 JM0541'THE SANDSTONE KNOB, ABOUT 1/2 MILE SOUTH OF THE SAN JUAN-GRAND
 JM0541'COUNTY LINE AND 14 MILES SOUTHWEST OF MOAB.
 JM0541'
 JM0541'TO REACH FROM THE POST OFFICE IN MOAB, GO NORTHERLY ON U.S.
 JM0541'HIGHWAY 160 FOR 11.0 MILES TO A SIDE ROAD LEFT, AS PER SIGN
 JM0541'DEAD HORSE POINT.  TURN LEFT AND FOLLOW ROAD UP CANYON AND ONTO TOP
 JM0541'OF MESA FOR 8.3 MILES TO A FORK AT SIGNS DEAD HORSE POINT, THE NECK
 JM0541'14 1/2, ETC.  KEEP LEFT AND GO SOUTHERLY FOR 3.8 MILES TO ANOTHER
 JM0541'FORK.  KEEP LEFT AND GO SOUTHERLY FOR 2.5 MILES TO A FORK WHICH IS
 JM0541'1/3 MILE SOUTHWEST OF A SHARP KNOLL.  KEEP RIGHT
 JM0541'AND GO SOUTHERLY FOR 0.6 MILE TO A TRACK ROAD LEFT.
 JM0541'KEEP RIGHT AND CONTINUE SOUTHERLY FOR 3.7 MILES TO A POINT
 JM0541'WHERE YOU LEAVE THE MAIN ROAD.  TURN RIGHT AND GO WESTERLY, UP
 JM0541'HILL, FOR 0.15 MILE TO THE TOP OF SMALL SAND HILL AND THE
 JM0541'STATION.
 JM0541'
 JM0541'THE STATION MARK, STAMPED NECK R.M. 3 1938, IS A STANDARD
 JM0541'REFERENCE MARK DISK BRAZED TO THE TOP OF A 2-1/2 INCH PIPE
 JM0541'THAT PROJECTS 12-INCHES ABOVE THE GROUND.  IT IS 33 FEET
 JM0541'WEST-SOUTHWEST OF A SCRUB PINE TREE AND 30 FEET EAST OF A SCRUB
 JM0541'PINE TREE.
 JM0541
 JM0541                          STATION RECOVERY (2009)
 JM0541
 JM0541'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0541'RECOVERED IN GOOD CONDITION.
 JM0541
 JM0541                          STATION RECOVERY (2012)
 JM0541
 JM0541'RECOVERY NOTE BY GEOCACHING 2012 (BA)
 JM0541'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0583 ***********************************************************************
 JO0583  DESIGNATION -  NEEDLE
 JO0583  PID         -  JO0583
 JO0583  STATE/COUNTY-  UT/BEAVER
 JO0583  COUNTRY     -  US
 JO0583  USGS QUAD   -  LOPERS SPRING (2017)
 JO0583
 JO0583                         *CURRENT SURVEY CONTROL
 JO0583  ______________________________________________________________________
 JO0583* NAD 83(1994) POSITION- 38 29 23.76986(N) 113 57 28.76183(W)   ADJUSTED
 JO0583* NAVD 88 ORTHO HEIGHT -  2890.79  (+/-2cm)     9484.2   (feet) VERTCON3
 JO0583  ______________________________________________________________________
 JO0583  GEOID HEIGHT    -        -20.940 (meters)                     GEOID18
 JO0583  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 JO0583  HORZ ORDER      -  SECOND
 JO0583  VERT ORDER      -  THIRD ? (See Below)
 JO0583
 JO0583.The horizontal coordinates were established by classical geodetic methods
 JO0583.and adjusted by the National Geodetic Survey in November 1997.
 JO0583
 JO0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0583
 JO0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0583.GEOID18 height accuracy estimate available here.
 JO0583
 JO0583.The vertical order pertains to the NGVD 29 superseded value.
 JO0583
 JO0583.Click photographs - Photos may exist for this station.
 JO0583
 JO0583.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0583
 JO0583. The following values were computed from the NAD 83(1994) position.
 JO0583
 JO0583;                    North         East     Units Scale Factor Converg.
 JO0583;SPC UT S     - 3,205,180.134   285,571.832   MT  1.00002711   -1 30 21.5
 JO0583;SPC UT S     -10,515,661.82    936,913.59   sFT  1.00002711   -1 30 21.5
 JO0583;UTM  12      - 4,264,323.593   242,007.659   MT  1.00041976   -1 50 31.2
 JO0583;UTM  11      - 4,264,562.673   765,322.114   MT  1.00046701   +1 53 39.8
 JO0583
 JO0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0583!SPC UT S     -   0.99954991  x   1.00002711  =   0.99957700
 JO0583!UTM  12      -   0.99954991  x   1.00041976  =   0.99996948
 JO0583!UTM  11      -   0.99954991  x   1.00046701  =   1.00001671
 JO0583
 JO0583:                Primary Azimuth Mark                     Grid Az
 JO0583:SPC UT S     -  WAH                                      115 10 55.5
 JO0583:UTM  12      -  WAH                                      115 31 05.2
 JO0583:UTM  11      -  WAH                                      111 46 54.2
 JO0583
 JO0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH4200764323(NAD 83)
 JO0583
 JO0583|---------------------------------------------------------------------|
 JO0583| PID    Reference Object                     Distance      Geod. Az  |
 JO0583|                                                           dddmmss.s |
 JO0583| JO0577 WAH                                 APPROX.35.7 KM 1134034.0 |
 JO0583| CM5664 NEEDLE RM 2                          10.865 METERS 11909     |
 JO0583| CM5663 NEEDLE RM 1                           6.390 METERS 34620     |
 JO0583|---------------------------------------------------------------------|
 JO0583
 JO0583                          SUPERSEDED SURVEY CONTROL
 JO0583
 JO0583  NAD 83(1986)-  38 29 23.76427(N)    113 57 28.76320(W) AD(       ) 2
 JO0583  NAD 27      -  38 29 23.92145(N)    113 57 25.83449(W) AD(       ) 2
 JO0583  NGVD 29            2889.41   (m)         9479.7    (f) LEVELING    3  
 JO0583
 JO0583.Superseded values are not recommended for survey control.
 JO0583
 JO0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0583.See file dsdata.pdf to determine how the superseded data were derived.
 JO0583
 JO0583_MARKER: DD = SURVEY DISK
 JO0583_SETTING: 66 = SET IN ROCK OUTCROP
 JO0583_STAMPING: NEEDLE 1971
 JO0583_MARK LOGO: USGS
 JO0583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0583+STABILITY: POSITION/ELEVATION WELL
 JO0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0583+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2020
 JO0583
 JO0583  HISTORY     - Date     Condition        Report By
 JO0583  HISTORY     - 1971     MONUMENTED       USGS
 JO0583  HISTORY     - 20200521 GOOD             INDIV
 JO0583
 JO0583                          STATION DESCRIPTION
 JO0583
 JO0583'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0583'LOCATED ABOUT 30 MI (AIRLINE) S. OF GARRISON.  ABOUT 13 MI SW. OF
 JO0583'THE USFS DESERT RANGE EXPERIMENTAL RANGE HEADQUARTERS.
 JO0583'
 JO0583'TO REACH FROM THE USFS DESERT RANGE EXPERIMENTAL RANGE HEADQUARTERS
 JO0583'GO S. 2.8 MI TO STATE HIGHWAY 21.  GO RIGHT 8.2 MI.  THENCE LEFT ON
 JO0583'DIRT RD. TOWARD MOUNTAIN HOME SPRING 1.6 MI TO Y-RD. FK..  GO RIGHT
 JO0583'2.1 MI TO T-RD. FK..  GO RIGHT 1.1 MI TO A REVERSE
 JO0583'Y-RD. FK..  CONTINUE 3.2 MI TO A Y-RD. FK. 200 FT FROM MOUNTAIN
 JO0583'HOME SPRING.  GO LEFT ACROSS DRAIN 2.2 MI TO T-RD. FK. NEAR TUB
 JO0583'SPRING.  GO LEFT 1.2 MI TO RD. FK. ON RIDGE.  GO RIGHT 2.0 MI
 JO0583'TO SADDLE AND END OF 2 WHEEL DRIVE TRAVEL.  CONTINUE 0.4 MI BY
 JO0583'4 WHEEL DRIVE TO EDGE OF BLUFF AND END OF TRUCK TRAVEL.  PACK S.
 JO0583'DOWN STEEP SLOPE INTO SADDLE, CONTINUE S. AROUND EAST SIDE OF BASE
 JO0583'OF HIGH BLUFF (NO TRAIL) TO SADDLE, THENCE SE. UP SLOPE TO
 JO0583'HIGH POINT AND STATION.  A 1 HOUR 30 MINUTE PACK.
 JO0583'
 JO0583'STATION MARK--STANDARD USGS STATION MARK TABLET STAMPED NEEDLE
 JO0583'1971 CEMENTED IN DRILL HOLE IN ROCK OUTCROP ON HIGHEST POINT OF TOP.
 JO0583'
 JO0583'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 JO0583'NEEDLE 1971 NO 1 CEMENTED IN DRILL HOLE IN ROCK OUTCROP, ABOUT 0.5
 JO0583'FT BELOW STATION MARK.
 JO0583'
 JO0583'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED
 JO0583'NEEDLE 1971 NO 2 CEMENTED IN DRILL HOLE IN ROCK OUTCROP, ABOUT 1.5
 JO0583'FT BELOW STATION MARK.
 JO0583
 JO0583                          STATION RECOVERY (2020)
 JO0583
 JO0583'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (TWG)
 JO0583'ON MY ASCENT I FOLLOWED THE 1971 DIRECTIONS TO GO AROUND THE EAST SIDE
 JO0583'OF THE BLUFF.  ON MY RETURN I WENT AROUND ON THE WEST SIDE OF THE
 JO0583'BLUFF.  THE WEST SIDE HAS A MUCH BETTER DEFINED USE TRAIL, LESS LOOSE
 JO0583'SCREE AND WAS NOTABLY FASTER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0583 ***********************************************************************
 JM0583  DESIGNATION -  NEEDLE
 JM0583  PID         -  JM0583
 JM0583  STATE/COUNTY-  UT/GRAND
 JM0583  COUNTRY     -  US
 JM0583  USGS QUAD   -  DUBINKY WASH (2017)
 JM0583
 JM0583                         *CURRENT SURVEY CONTROL
 JM0583  ______________________________________________________________________
 JM0583* NAD 83(1994) POSITION- 38 42 31.20325(N) 109 53 38.57220(W)   ADJUSTED
 JM0583* NAVD 88 ORTHO HEIGHT -  1689.0   (meters)     5541.    (feet) VERTCON3
 JM0583  ______________________________________________________________________
 JM0583  GEOID HEIGHT    -        -20.757 (meters)                     GEOID18
 JM0583  LAPLACE CORR    -          2.99  (seconds)                    DEFLEC18
 JM0583  HORZ ORDER      -  FIRST
 JM0583
 JM0583.The horizontal coordinates were established by classical geodetic methods
 JM0583.and adjusted by the National Geodetic Survey in November 1997.
 JM0583
 JM0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0583
 JM0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0583.GEOID18 height accuracy estimate available here.
 JM0583
 JM0583.Click photographs - Photos may exist for this station.
 JM0583
 JM0583.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0583
 JM0583. The following values were computed from the NAD 83(1994) position.
 JM0583
 JM0583;                    North         East     Units Scale Factor Converg.
 JM0583;SPC UT C     - 2,042,925.296   639,691.649   MT  1.00009023   +1 01 43.5
 JM0583;SPC UT C     - 6,702,497.41  2,098,721.69   sFT  1.00009023   +1 01 43.5
 JM0583;UTM  12      - 4,285,028.329   596,159.129   MT  0.99971386   +0 41 30.0
 JM0583
 JM0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0583!SPC UT C     -   0.99973832  x   1.00009023  =   0.99982853
 JM0583!UTM  12      -   0.99973832  x   0.99971386  =   0.99945226
 JM0583
 JM0583:                Primary Azimuth Mark                     Grid Az
 JM0583:SPC UT C     -  DUBINKY                                  294 53 43.8
 JM0583:UTM  12      -  DUBINKY                                  295 13 57.3
 JM0583
 JM0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH9615985028(NAD 83)
 JM0583
 JM0583|---------------------------------------------------------------------|
 JM0583| PID    Reference Object                     Distance      Geod. Az  |
 JM0583|                                                           dddmmss.s |
 JM0583| CM7715 NEEDLE RM 1                           7.966 METERS 25611     |
 JM0583| JM0584 DUBINKY                             435.718 METERS 2955527.3 |
 JM0583| CM7716 NEEDLE RM 2                           8.258 METERS 35452     |
 JM0583|---------------------------------------------------------------------|
 JM0583
 JM0583                          SUPERSEDED SURVEY CONTROL
 JM0583
 JM0583  NAD 83(1986)-  38 42 31.19091(N)    109 53 38.56926(W) AD(       ) 1
 JM0583  NAD 27      -  38 42 31.27154(N)    109 53 36.13537(W) AD(       ) 1
 JM0583  NGVD 29 (07/19/86) 1687.9    (m)         5538.     (f) VERT ANG       
 JM0583
 JM0583.Superseded values are not recommended for survey control.
 JM0583
 JM0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0583.See file dsdata.pdf to determine how the superseded data were derived.
 JM0583
 JM0583_MARKER: DD = SURVEY DISK
 JM0583_SETTING: 66 = SET IN ROCK OUTCROP
 JM0583_STAMPING: NEEDLE TPC 1972
 JM0583_MARK LOGO: USACE
 JM0583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0583+STABILITY: POSITION/ELEVATION WELL
 JM0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0583+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2011
 JM0583
 JM0583  HISTORY     - Date     Condition        Report By
 JM0583  HISTORY     - 1972     MONUMENTED       DMA
 JM0583  HISTORY     - 20111110 GOOD             GEOCAC
 JM0583
 JM0583                          STATION DESCRIPTION
 JM0583
 JM0583'DESCRIBED BY DEFENSE MAP AGENCY 1972
 JM0583'STATION IS LOCATED ABOUT 22 MILES WEST-NORTHWEST OF MOAB, 10 MILES
 JM0583'WEST OF U.S. ROUTE 163, 17 MILES SOUTH-SOUTHWEST OF THE
 JM0583'INTERSECTION OF U.S. ROUTES 163 AND U.S. ROUTES 6 AND 50 AT AN
 JM0583'AREA KNOWN AS CRESCENT JUNCTION.
 JM0583'
 JM0583'TO REACH THE STATION FROM THE POST OFFICE IN MOAB WHICH IS
 JM0583'LOCATED AT THE INTERSECTION OF MAIN AND NORTH STREETS, GO NORTH
 JM0583'ON MAIN STREET (U.S. ROUTE 163) FOR 10.9 MILES TO INTERSECTION
 JM0583'WITH ROAD FROM THE WEST AND A SIGN DEAD HORSE POINT-CANYONLANDS
 JM0583'NATIONAL PARK.  TURN LEFT AND GO WEST FOR 8.3 MILES TO A DIRT
 JM0583'ROAD INTERSECTING FROM THE RIGHT AND A SIGN DUBINKY WELL 7.
 JM0583'TURN RIGHT AND CONTINUE FOR 5.2 MILES TO A WINDMILL ON THE
 JM0583'LEFT.  CONTINUE ALONG DIRT ROAD FOR 1.5 MILES TO CREST OF
 JM0583'LOW HILL AND ROAD INTERSECTING FROM THE LEFT.  TURN LEFT AND GO
 JM0583'WEST FOR 0.3 MILE TO ROAD FORK.  KEEP LEFT FOR 0.1 MILE TO ROAD
 JM0583'FORK.  KEEP LEFT AND CONTINUE FOR 0.25 MILES TO ROCK OUTCROP
 JM0583'AND SITE OF STATION LOCATED 14.5 METERS WEST OF THE
 JM0583'CENTERLINE OF NORTH-SOUTH TRACK ROAD.
 JM0583'
 JM0583'STATION MARK--A CORPS OF ENGINEERS DISK STAMPED--NEEDLE TPC 1972
 JM0583'CEMENTED IN A DRILL HOLE IN OUTCROPPING SANDSTONE ON THE
 JM0583'HIGHEST POINT IN THE AREA.
 JM0583'
 JM0583'REFERENCE MARK NO. 1--A CORPS OF ENGINEERS DISK STAMPED--NEEDLE
 JM0583'RM NO 1 TPC 1972 CEMENTED IN A DRILL HOLE IN OUTCROPPING SANDSTONE
 JM0583'AND LOCATED 7.966 METERS WSW OF THE STATION.
 JM0583'
 JM0583'REFERENCE MARK NO. 2--A CORPS OF ENGINEERS DISK STAMPED--NEEDLE
 JM0583'RM NO 2 TPC 1972 CEMENTED IN A DRILL HOLE IN OUTCROPPING SANDSTONE
 JM0583'AND LOCATED 8.258 METERS NORTH OF THE STATION.
 JM0583'
 JM0583'AZIMUTH MARK--A USGS DISK STAMPED--DUBINKY 1951 CEMENTED IN THE
 JM0583'TOP OF A LARGE BOULDER AND LOCATED ABOUT 435 METERS WNW OF THE
 JM0583'STATION.
 JM0583'
 JM0583'TO REACH STATION DUBINKY FROM THE FIRST ROAD FORK MENTIONED
 JM0583'ABOVE, GO RIGHT FOR ABOUT 0.3 MILE TO THE EXTREME SOUTHWEST END
 JM0583'OF NARROW RIDGE LINE AND SITE OF STATION.
 JM0583
 JM0583                          STATION RECOVERY (2011)
 JM0583
 JM0583'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 JM0583'RM 1, RM 2 AND AZ ALSO FOUND.
 JM0583'THE TRACK ROAD 14.5 M EAST IS NO LONGER A LEGAL VEHICLE ROAD.  A N-S
 JM0583'DESIGNATED ROUTE DOES RUN WITHIN A QUARTER OF A MILE TO THE EAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0187 ***********************************************************************
 KO0187  DESIGNATION -  NEELS
 KO0187  PID         -  KO0187
 KO0187  STATE/COUNTY-  UT/MILLARD
 KO0187  COUNTRY     -  US
 KO0187  USGS QUAD   -  NEELS (2017)
 KO0187
 KO0187                         *CURRENT SURVEY CONTROL
 KO0187  ______________________________________________________________________
 KO0187* NAD 83(1994) POSITION- 39 00 58.23391(N) 112 46 51.44395(W)   ADJUSTED
 KO0187* NAVD 88 ORTHO HEIGHT -  1419.750 (meters)     4657.96  (feet) ADJUSTED
 KO0187  ______________________________________________________________________
 KO0187  GEOID HEIGHT    -        -20.062 (meters)                     GEOID18
 KO0187  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 KO0187  DYNAMIC HEIGHT  -       1418.399 (meters)     4653.53  (feet) COMP
 KO0187  MODELED GRAVITY -    979,626.8   (mgal)                       NAVD 88
 KO0187
 KO0187  HORZ ORDER      -  SECOND
 KO0187  VERT ORDER      -  FIRST     CLASS I
 KO0187
 KO0187.The horizontal coordinates were established by classical geodetic methods
 KO0187.and adjusted by the National Geodetic Survey in November 1997.
 KO0187
 KO0187.The orthometric height was determined by differential leveling and
 KO0187.adjusted by the NATIONAL GEODETIC SURVEY
 KO0187.in June 1991.
 KO0187
 KO0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0187.GEOID18 height accuracy estimate available here.
 KO0187
 KO0187.Click photographs - Photos may exist for this station.
 KO0187
 KO0187.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0187
 KO0187.The dynamic height is computed by dividing the NAVD 88
 KO0187.geopotential number by the normal gravity value computed on the
 KO0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0187.degrees latitude (g = 980.6199 gals.).
 KO0187
 KO0187.The modeled gravity was interpolated from observed gravity values.
 KO0187
 KO0187. The following values were computed from the NAD 83(1994) position.
 KO0187
 KO0187;                    North         East     Units Scale Factor Converg.
 KO0187;SPC UT C     - 2,076,604.438   389,064.381   MT  1.00000012   -0 49 14.0
 KO0187;SPC UT C     - 6,812,993.06  1,276,455.39   sFT  1.00000012   -0 49 14.0
 KO0187;UTM  12      - 4,320,080.518   345,813.755   MT  0.99989274   -1 07 17.1
 KO0187
 KO0187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0187!SPC UT C     -   0.99978044  x   1.00000012  =   0.99978056
 KO0187!UTM  12      -   0.99978044  x   0.99989274  =   0.99967321
 KO0187
 KO0187:                Primary Azimuth Mark                     Grid Az
 KO0187:SPC UT C     -  NEELS AZ MK                              018 02 30.7
 KO0187:UTM  12      -  NEELS AZ MK                              018 20 33.8
 KO0187
 KO0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ4581320080(NAD 83)
 KO0187
 KO0187|---------------------------------------------------------------------|
 KO0187| PID    Reference Object                     Distance      Geod. Az  |
 KO0187|                                                           dddmmss.s |
 KO0187| KO0227 NEELS AZ MK                                        0171316.7 |
 KO0187| KO0186 NEELS RM 1                            7.397 METERS 10504     |
 KO0187| KO0185 M 4=4654.567                                       19659     |
 KO0187|---------------------------------------------------------------------|
 KO0187
 KO0187                          SUPERSEDED SURVEY CONTROL
 KO0187
 KO0187  NAD 83(1986)-  39 00 58.22755(N)    112 46 51.43767(W) AD(       ) 2
 KO0187  NAD 27      -  39 00 58.36930(N)    112 46 48.61840(W) AD(       ) 2
 KO0187  NGVD 29 (??/??/92) 1418.63   (m)         4654.3    (f) COMPUTED    1 1
 KO0187  NGVD 29            1418.64   (m)         4654.3    (f) LEVELING    3  
 KO0187
 KO0187.Superseded values are not recommended for survey control.
 KO0187
 KO0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0187.See file dsdata.pdf to determine how the superseded data were derived.
 KO0187
 KO0187_MARKER: DS = TRIANGULATION STATION DISK
 KO0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0187_STAMPING: NEELS 1957
 KO0187_MARK LOGO: CGS
 KO0187_PROJECTION: PROJECTING
 KO0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0187+STABILITY: SURFACE MOTION
 KO0187
 KO0187  HISTORY     - Date     Condition        Report By
 KO0187  HISTORY     - 1957     MONUMENTED       CGS
 KO0187  HISTORY     - 1970     GOOD             NGS
 KO0187  HISTORY     - 1970     GOOD             NGS
 KO0187
 KO0187                          STATION DESCRIPTION
 KO0187
 KO0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0187'STATION IS LOCATED, AIRLINE, ABOUT 45 MILES NORTH NORTHEAST
 KO0187'OF MILFORD, 26 MILES SOUTH SOUTHWEST OF DELTA, 24-1/2 MILES
 KO0187'WEST OF FILLMORE, 2-1/2 MILES SOUTH ALONG THE RAILROAD FROM
 KO0187'NEELS SIDING AND IN A FLAT AREA BY THE ROAD BETWEEN DESERET
 KO0187'AND MILFORD.
 KO0187'
 KO0187'STATION IS REACHED AS FOLLOWS--FROM THE CENTER OF THE BUSINESS
 KO0187'DISTRICT IN DELTA, GO WESTERLY ON U.S. HIGHWAY 6 FOR 4.5 MILES
 KO0187'TO A CROSSROAD.  TURN LEFT AS PER SIGN DESERET-MILFORD AND GO
 KO0187'3.2 MILES TO A CROSSROAD IN DESERET.  CONTINUE STRAIGHT AHEAD
 KO0187'AND GO 1.9 MILES TO A FORK.  TAKE THE LEFT FORK, SOUTH, AND
 KO0187'FOLLOW THE MAIN TRAVELED ROAD ALONG THE WEST SIDE OF THE
 KO0187'RAILROAD TRACKS FOR 10.4 MILES TO THE CLEAR LAKE RAILROAD
 KO0187'STATION.  CONTINUE STRAIGHT AHEAD, SOUTH, AND GO 7.4 MILES TO
 KO0187'THE AZIMUTH MARK ON THE LEFT AT MILEPOST 624.  CONTINUE
 KO0187'STRAIGHT AHEAD, SOUTH, AND GO 0.5 MILE TO THE STATION ON THE
 KO0187'LEFT IN THE RAILROAD RIGHT-OF-WAY PROPERTY.
 KO0187'
 KO0187'STATION MARK, STAMPED NEELS 1957, IS A STANDARD DISK SET IN
 KO0187'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 KO0187'IT IS 10 FEET EAST OF THE FENCELINE, 75 FEET WEST OF THE WEST
 KO0187'RAIL AND 10 FEET EAST OF A WITNESS POST.
 KO0187'
 KO0187'REFERENCE MARK NUMBER 1, STAMPED NEELS NO 1 1957, IS A STANDARD
 KO0187'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST, PROJECTING
 KO0187'2 INCHES AND IS 1 FOOT HIGHER THAN THE STATION.  IT IS 51 FEET
 KO0187'WEST OF THE WEST RAIL.
 KO0187'
 KO0187'USC AND GS BM, USED AS REFERENCE MARK NUMBER 2, IS A STANDARD
 KO0187'BENCH MARK DISK, STAMPED ELEV. 4654.567 FT. AND BRAZED TO THE
 KO0187'TOP OF AN IRON PIPE REINFORCED WITH CONCRETE 10 INCHES SQUARE.
 KO0187'IT PROJECTS 6 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 KO0187'IT IS 10 FEET EAST OF THE FENCELINE.
 KO0187'
 KO0187'AZIMUTH MARK, STAMPED NEELS 1957, IS A STANDARD DISK SET IN
 KO0187'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 KO0187'IT IS 6 FEET EAST OF A TELEPHONE POLE WITH A SIGN 624 ON IT.
 KO0187'
 KO0187'HEIGHT OF LIGHT ABOVE STATION MARK 2.97 METERS.
 KO0187
 KO0187                          STATION RECOVERY (1970)
 KO0187
 KO0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CS)
 KO0187'THE STATION, AZIMUTH, R.M. 1 AND USC AND GS BM M 4 WERE
 KO0187'RECOVERED IN GOOD CONDITION AND ALL LEVELED OVER IN 1970.
 KO0187'
 KO0187'STATION IS REACHED AS FOLLOWS, GO 24.1 MILES NORTHEAST ALONG
 KO0187'THE UNION PACIFIC RAILROAD FROM THE STATION AT BLACK ROCK,
 KO0187'
 KO0187'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED NEELS
 KO0187'1957.  4 POLES NORTH-NORTHEAST OF SEMAPHORE 6233, 79 FEET
 KO0187'WEST-NORTHWEST OF THE NEAR RAIL, 39 FEET EAST-SOUTHEAST OF
 KO0187'THE CENTER LINE OF STATE HIGHWAY 257, 24.7 FEET WEST OF A
 KO0187'WITNESS POST, IN THE TOP OF A CONCRETE POST.
 KO0187'
 KO0187'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED NEELS NO 1
 KO0187'1957.  24.27 FEET EAST-SOUTHEAST OF THE STATION, IN THE TOP
 KO0187'OF A CONCRETE POST.
 KO0187'
 KO0187'M 4 IS A C AND GS BENCH MARK CAP, STAMPED ELEV. 4654.567 FT..
 KO0187'42.16 FEET SOUTH-SOUTHWEST OF THE STATION, SCREWED ON THE TOP OF
 KO0187'AN IRON PIPE.
 KO0187'
 KO0187'AZIMUTH IS AN AZIMUTH MARK DISK, STAMPED, NEELS 1957.  0.5 MILE
 KO0187'NORTHEAST OF THE STATION, 7 FEET SOUTHEAST OF MILEPOLE 624, 80.7
 KO0187'FEET NORTHWEST OF THE NORTHWEST RAIL, 38 FEET SOUTHEAST OF THE
 KO0187'CENTER LINE OF STATE HIGHWAY 257, 1.7 FEET SOUTHWEST OF A WITNESS
 KO0187'POST, IN THE TOP OF A CONCRETE POST.
 KO0187'
 KO0187'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--24 MILES
 KO0187'NORTHEAST OF BALCK ROCK.
 KO0187
 KO0187                          STATION RECOVERY (1970)
 KO0187
 KO0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KO0187'24.1 MI NE FROM BLACK ROCK.
 KO0187'24.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0187'AT BLACK ROCK, 4 POLES NORTH-NORTHEAST OF SEMAPHORE 6233, 37 FEET
 KO0187'NORTHEAST OF THE FIRST POLE SOUTHWEST OF MILEPOLE 623.50, 78.93 FEET
 KO0187'WEST-NORTHWEST OF THE NEAR RAIL, 39 FEET EAST-SOUTHEAST OF THE CENTER
 KO0187'LINE OF STATE HIGHWAY 257, 42.16 FEET NORTH-NORTHEAST OF BENCH MARK M
 KO0187'4, 24.27 FEET WEST-NORTHWEST OF R.M. 1, 11.9 FEET SOUTH-SOUTHEAST OF A
 KO0187'FENCE, 24.7 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 KO0187'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 KO0187'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0227 ***********************************************************************
 KO0227  DESIGNATION -  NEELS AZ MK
 KO0227  PID         -  KO0227
 KO0227  STATE/COUNTY-  UT/MILLARD
 KO0227  COUNTRY     -  US
 KO0227  USGS QUAD   -  NEELS (2017)
 KO0227
 KO0227                         *CURRENT SURVEY CONTROL
 KO0227  ______________________________________________________________________
 KO0227* NAD 83(1986) POSITION- 39 01 24.     (N) 112 46 41.     (W)   SCALED
 KO0227* NAVD 88 ORTHO HEIGHT -  1415.657 (meters)     4644.53  (feet) ADJUSTED
 KO0227  ______________________________________________________________________
 KO0227  GEOID HEIGHT    -        -20.058 (meters)                     GEOID18
 KO0227  DYNAMIC HEIGHT  -       1414.312 (meters)     4640.12  (feet) COMP
 KO0227  MODELED GRAVITY -    979,628.0   (mgal)                       NAVD 88
 KO0227
 KO0227  VERT ORDER      -  FIRST     CLASS I
 KO0227
 KO0227.The horizontal coordinates were scaled from a map and have
 KO0227.an estimated accuracy of +/- 6 seconds.
 KO0227
 KO0227.The orthometric height was determined by differential leveling and
 KO0227.adjusted by the NATIONAL GEODETIC SURVEY
 KO0227.in June 1991.
 KO0227
 KO0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0227.GEOID18 height accuracy estimate available here.
 KO0227
 KO0227.Click photographs - Photos may exist for this station.
 KO0227
 KO0227.The dynamic height is computed by dividing the NAVD 88
 KO0227.geopotential number by the normal gravity value computed on the
 KO0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0227.degrees latitude (g = 980.6199 gals.).
 KO0227
 KO0227.The modeled gravity was interpolated from observed gravity values.
 KO0227
 KO0227;                    North         East    Units  Estimated Accuracy
 KO0227;SPC UT C     - 2,077,400.      389,330.      MT  (+/- 180 meters Scaled)
 KO0227
 KO0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ460208(NAD 83)
 KO0227
 KO0227                          SUPERSEDED SURVEY CONTROL
 KO0227
 KO0227  NGVD 29 (??/??/92) 1414.54   (m)         4640.9    (f) COMPUTED    1 1
 KO0227
 KO0227.Superseded values are not recommended for survey control.
 KO0227
 KO0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0227.See file dsdata.pdf to determine how the superseded data were derived.
 KO0227
 KO0227_MARKER: DZ = AZIMUTH MARK DISK
 KO0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0227_STAMPING: NEELS 1957
 KO0227_MARK LOGO: CGS
 KO0227_PROJECTION: PROJECTING
 KO0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0227+STABILITY: SURFACE MOTION
 KO0227
 KO0227  HISTORY     - Date     Condition        Report By
 KO0227  HISTORY     - 1957     MONUMENTED       CGS
 KO0227  HISTORY     - 1970     GOOD             NGS
 KO0227
 KO0227                          STATION DESCRIPTION
 KO0227
 KO0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0227'25.4 MI SW FROM DELTA.
 KO0227'25.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0227'AT DELTA, 24.6 MILES NORTHEAST OF BLACK ROCK, 7 FEET SOUTHEAST OF
 KO0227'MILEPOLE 624, 80.7 FEET NORTHWEST OF THE NORTHWEST RAIL, 38 FEET
 KO0227'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 257, 10.6 FEET SOUTHEAST
 KO0227'OF A FENCE, 1.7 FEET SOUTHWEST OF A WITNESS POST, ABOUT 6 FEET LOWER
 KO0227'THAN THE TRACK, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 KO0227'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0186 ***********************************************************************
 KO0186  DESIGNATION -  NEELS RM 1
 KO0186  PID         -  KO0186
 KO0186  STATE/COUNTY-  UT/MILLARD
 KO0186  COUNTRY     -  US
 KO0186  USGS QUAD   -  NEELS (2017)
 KO0186
 KO0186                         *CURRENT SURVEY CONTROL
 KO0186  ______________________________________________________________________
 KO0186* NAD 83(1986) POSITION- 39 00 58.17   (N) 112 46 51.15   (W)   HD_HELD1
 KO0186* NAVD 88 ORTHO HEIGHT -  1420.105 (meters)     4659.13  (feet) ADJUSTED
 KO0186  ______________________________________________________________________
 KO0186  GEOID HEIGHT    -        -20.062 (meters)                     GEOID18
 KO0186  DYNAMIC HEIGHT  -       1418.754 (meters)     4654.70  (feet) COMP
 KO0186  MODELED GRAVITY -    979,626.8   (mgal)                       NAVD 88
 KO0186
 KO0186  VERT ORDER      -  FIRST     CLASS I
 KO0186
 KO0186.The horizontal coordinates were determined by differentially corrected
 KO0186.hand held GPS observations or other comparable positioning techniques
 KO0186.and have an estimated accuracy of +/- 3 meters.
 KO0186
 KO0186.The orthometric height was determined by differential leveling and
 KO0186.adjusted by the NATIONAL GEODETIC SURVEY
 KO0186.in June 1991.
 KO0186
 KO0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0186.GEOID18 height accuracy estimate available here.
 KO0186
 KO0186.Click photographs - Photos may exist for this station.
 KO0186
 KO0186.The dynamic height is computed by dividing the NAVD 88
 KO0186.geopotential number by the normal gravity value computed on the
 KO0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0186.degrees latitude (g = 980.6199 gals.).
 KO0186
 KO0186.The modeled gravity was interpolated from observed gravity values.
 KO0186
 KO0186;                    North         East    Units  Estimated Accuracy
 KO0186;SPC UT C     - 2,076,602.4     389,071.4     MT  (+/- 3 meters HH1 GPS) 
 KO0186
 KO0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ4582020078(NAD 83)
 KO0186
 KO0186                          SUPERSEDED SURVEY CONTROL
 KO0186
 KO0186  NGVD 29 (??/??/92) 1418.98   (m)         4655.4    (f) COMPUTED    1 1
 KO0186
 KO0186.Superseded values are not recommended for survey control.
 KO0186
 KO0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0186.See file dsdata.pdf to determine how the superseded data were derived.
 KO0186
 KO0186_MARKER: DR = REFERENCE MARK DISK
 KO0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0186_STAMPING: NEELS NO 1 1957
 KO0186_MARK LOGO: CGS
 KO0186_PROJECTION: PROJECTING
 KO0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0186+STABILITY: SURFACE MOTION
 KO0186
 KO0186  HISTORY     - Date     Condition        Report By
 KO0186  HISTORY     - 1957     MONUMENTED       CGS
 KO0186  HISTORY     - 1970     GOOD             NGS
 KO0186
 KO0186                          STATION DESCRIPTION
 KO0186
 KO0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0186'24.1 MI NE FROM BLACK ROCK.
 KO0186'24.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0186'AT BLACK ROCK, 49 1/2 FEET EAST-NORTHEAST OF THE FIRST POLE SOUTHWEST
 KO0186'OF MILEPOLE 623.50, 54.63 FEET WEST-NORTHWEST OF THE NEAR RAIL, 63
 KO0186'FEET EAST-SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 257, 49.35
 KO0186'FEET NORTHEAST OF BENCH MARK M 4, 24.27 FEET EAST-SOUTHEAST OF THE
 KO0186'STATION, 36.2 FEET EAST-SOUTHEAST OF A FENCE, 1.8 FEET SOUTH OF A
 KO0186'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE TRACK, AND SET IN THE TOP
 KO0186'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0412 ***********************************************************************
 LP0412  DESIGNATION -  NELSON
 LP0412  PID         -  LP0412
 LP0412  STATE/COUNTY-  UT/TOOELE
 LP0412  COUNTRY     -  US
 LP0412  USGS QUAD   -  BINGHAM CANYON (2017)
 LP0412
 LP0412                         *CURRENT SURVEY CONTROL
 LP0412  ______________________________________________________________________
 LP0412* NAD 83(1994) POSITION- 40 36 49.33098(N) 112 11 14.67415(W)   ADJUSTED
 LP0412* NAVD 88 ORTHO HEIGHT -  2853.8   (meters)     9363.    (feet) VERTCON3
 LP0412  ______________________________________________________________________
 LP0412  GEOID HEIGHT    -        -16.986 (meters)                     GEOID18
 LP0412  LAPLACE CORR    -          2.73  (seconds)                    DEFLEC18
 LP0412  HORZ ORDER      -  THIRD
 LP0412
 LP0412.The horizontal coordinates were established by classical geodetic methods
 LP0412.and adjusted by the National Geodetic Survey in November 1997.
 LP0412
 LP0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0412
 LP0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0412.GEOID18 height accuracy estimate available here.
 LP0412
 LP0412.Click photographs - Photos may exist for this station.
 LP0412
 LP0412.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0412
 LP0412. The following values were computed from the NAD 83(1994) position.
 LP0412
 LP0412;                    North         East     Units Scale Factor Converg.
 LP0412;SPC UT C     - 2,253,396.531   441,829.416   MT  0.99999117   -0 26 25.2
 LP0412;SPC UT C     - 7,393,018.45  1,449,568.68   sFT  0.99999117   -0 26 25.2
 LP0412;UTM  12      - 4,496,553.457   399,555.172   MT  0.99972419   -0 46 22.9
 LP0412
 LP0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0412!SPC UT C     -   0.99955519  x   0.99999117  =   0.99954636
 LP0412!UTM  12      -   0.99955519  x   0.99972419  =   0.99927950
 LP0412
 LP0412:                Primary Azimuth Mark                     Grid Az
 LP0412:SPC UT C     -  CLIPPER                                  180 32 03.9
 LP0412:UTM  12      -  CLIPPER                                  180 52 01.6
 LP0412
 LP0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK9955596553(NAD 83)
 LP0412
 LP0412|---------------------------------------------------------------------|
 LP0412| PID    Reference Object                     Distance      Geod. Az  |
 LP0412|                                                           dddmmss.s |
 LP0412| LP0403 CLIPPER                             APPROX.11.1 KM 1800538.7 |
 LP0412|---------------------------------------------------------------------|
 LP0412
 LP0412                          SUPERSEDED SURVEY CONTROL
 LP0412
 LP0412  NAD 83(1993)-  40 36 49.32952(N)    112 11 14.67237(W) AD(       ) 3
 LP0412  NAD 83(1986)-  40 36 49.32124(N)    112 11 14.66714(W) AD(       ) 3
 LP0412  NAD 27      -  40 36 49.51697(N)    112 11 11.86941(W) AD(       ) 3
 LP0412  NGVD 29 (07/19/86) 2852.6    (m)         9359.     (f) VERT ANG       
 LP0412
 LP0412.Superseded values are not recommended for survey control.
 LP0412
 LP0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0412.See file dsdata.pdf to determine how the superseded data were derived.
 LP0412
 LP0412_MARKER: DD = SURVEY DISK
 LP0412_SETTING: 66 = SET IN ROCK OUTCROP
 LP0412_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0412+STABILITY: POSITION/ELEVATION WELL
 LP0412
 LP0412  HISTORY     - Date     Condition        Report By
 LP0412  HISTORY     - 1950     MONUMENTED       USGS
 LP0412
 LP0412                          STATION DESCRIPTION
 LP0412
 LP0412'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LP0412'LOCATED 8.5 MI. NE. OF TOOELE, 5.5 MI. NW. OF BINGHAM, ON HIGH PEAK
 LP0412'IN OQUIRRH RANGE KNOWN LOCALLY AS ---NELSON PEAK---.
 LP0412'
 LP0412'TO REACH FROM MIDVALE CITY HALL, DRIVE 9.1 MI. SW. ON STATE HIGHWAY
 LP0412'48, TURN RIGHT (NNW.) ON STATE HIGHWAY 73, FOR 3 MI. TO DIRT RD. (W.),
 LP0412'TURN LEFT (W.) ON DIRT RD. FOR 1 MI. TO RAILROAD CROSSING, CROSS
 LP0412'RAILROAD AND CONTINUE 0.3 MI., KEEP RIGHT AT FORKS AND GO 1.1 MI. W.
 LP0412'TO OLD RAILROAD BED, CROSS RAILROAD BED AND CONTINUE WNW. FOR 0.6 MI.
 LP0412'TO RD. FORKS, TURN LEFT (WNW.) ALONG NEWLY BUILT SHEEP RD. ABOUT 3.2
 LP0412'MI. TO RD. FORKS, TURN RIGHT (NW.) 0.5 MI. UP STEEP DIRT RD. TO END
 LP0412'OF TRUCK TRAVEL, FOLLOW SLOPE ON LEFT (NW.) 1 MI. TO SADDLE TO W. OF
 LP0412'HIGHER, FIRST RANGE, CROSS SADDLE AND FOLLOW TRAIL AROUND N. SLOPE TO
 LP0412'SECOND SADDLE, TURN NNW. UP STEEP SLOPE ALONG TRAIL ON E. SHOULDER TO
 LP0412'HIGHEST POINT.  STATION IS IN CENTER OF TOP AT HIGHEST POINT.
 LP0412'
 LP0412'STATION MARK--STANDARD TABLET STAMPED ---NELSON 1950--- SET IN BEDROCK
 LP0412'1 FT. LOWER THAN GROUND.
 LP0412'
 LP0412'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 LP0412'1---, CEMENTED IN ROCK OUTCROP, 20.65 FT. FROM STATION MARK,
 LP0412'N 89 DEG 36 MIN W, AND 4.5 FT. LOWER THAN GROUND.
 LP0412'
 LP0412'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 LP0412'2---, SET IN ROCK OUTCROP, 50.88 FT. FROM STATION MARK,
 LP0412'S 63 DEG 19 MIN W, AND 2 FT. LOWER THAN GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0407 ***********************************************************************
 LP0407  DESIGNATION -  NELSON PEAK TV STA KBYU MAST
 LP0407  PID         -  LP0407
 LP0407  STATE/COUNTY-  UT/SALT LAKE
 LP0407  COUNTRY     -  US
 LP0407  USGS QUAD   -  BINGHAM CANYON (2017)
 LP0407
 LP0407                         *CURRENT SURVEY CONTROL
 LP0407  ______________________________________________________________________
 LP0407* NAD 83(1994) POSITION- 40 36 27.73174(N) 112 09 24.86167(W)   ADJUSTED
 LP0407  ______________________________________________________________________
 LP0407  GEOID HEIGHT    -        -17.008 (meters)                     GEOID18
 LP0407  LAPLACE CORR    -        -11.41  (seconds)                    DEFLEC18
 LP0407  HORZ ORDER      -  THIRD
 LP0407
 LP0407.The horizontal coordinates were established by classical geodetic methods
 LP0407.and adjusted by the National Geodetic Survey in November 1997.
 LP0407
 LP0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0407.GEOID18 height accuracy estimate available here.
 LP0407
 LP0407.Click photographs - Photos may exist for this station.
 LP0407
 LP0407.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0407
 LP0407. The following values were computed from the NAD 83(1994) position.
 LP0407
 LP0407;                    North         East     Units Scale Factor Converg.
 LP0407;SPC UT C     - 2,252,710.902   444,405.768   MT  0.99998975   -0 25 14.9
 LP0407;SPC UT C     - 7,390,769.02  1,458,021.26   sFT  0.99998975   -0 25 14.9
 LP0407;UTM  12      - 4,495,853.079   402,126.808   MT  0.99971791   -0 45 11.0
 LP0407
 LP0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK0212695853(NAD 83)
 LP0407
 LP0407                          SUPERSEDED SURVEY CONTROL
 LP0407
 LP0407  NAD 83(1993)-  40 36 27.72978(N)    112 09 24.85846(W) AD(       ) 3
 LP0407  NAD 83(1986)-  40 36 27.72226(N)    112 09 24.85512(W) AD(       ) 3
 LP0407  NAD 27      -  40 36 27.91459(N)    112 09 22.06106(W) AD(       ) 3
 LP0407
 LP0407.Superseded values are not recommended for survey control.
 LP0407
 LP0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0407.See file dsdata.pdf to determine how the superseded data were derived.
 LP0407
 LP0407_MARKER: 42 = RADIO/TV MAST
 LP0407
 LP0407  HISTORY     - Date     Condition        Report By
 LP0407  HISTORY     - 1974     FIRST OBSERVED   NGS
 LP0407
 LP0407                          STATION DESCRIPTION
 LP0407
 LP0407'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1065 ***********************************************************************
 LO1065  DESIGNATION -  NEOLA
 LO1065  PID         -  LO1065
 LO1065  STATE/COUNTY-  UT/DUCHESNE
 LO1065  COUNTRY     -  US
 LO1065  USGS QUAD   -  NEOLA (2017)
 LO1065
 LO1065                         *CURRENT SURVEY CONTROL
 LO1065  ______________________________________________________________________
 LO1065* NAD 83(1994) POSITION- 40 28 55.12180(N) 110 06 02.03043(W)   ADJUSTED
 LO1065* NAVD 88 ORTHO HEIGHT -  2205.5   (meters)     7236.    (feet) VERTCON3
 LO1065  ______________________________________________________________________
 LO1065  GEOID HEIGHT    -        -15.582 (meters)                     GEOID18
 LO1065  LAPLACE CORR    -         -5.30  (seconds)                    DEFLEC18
 LO1065  HORZ ORDER      -  SECOND
 LO1065
 LO1065.The horizontal coordinates were established by classical geodetic methods
 LO1065.and adjusted by the National Geodetic Survey in November 1997.
 LO1065
 LO1065.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1065
 LO1065.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1065.GEOID18 height accuracy estimate available here.
 LO1065
 LO1065.Click photographs - Photos may exist for this station.
 LO1065
 LO1065.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1065
 LO1065. The following values were computed from the NAD 83(1994) position.
 LO1065
 LO1065;                    North         East     Units Scale Factor Converg.
 LO1065;SPC UT C     - 2,239,474.155   618,649.510   MT  0.99996253   +0 53 47.2
 LO1065;SPC UT C     - 7,347,341.46  2,029,685.93   sFT  0.99996253   +0 53 47.2
 LO1065;UTM  12      - 4,481,642.806   576,233.569   MT  0.99967153   +0 35 02.2
 LO1065
 LO1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1065!SPC UT C     -   0.99965659  x   0.99996253  =   0.99961913
 LO1065!UTM  12      -   0.99965659  x   0.99967153  =   0.99932823
 LO1065
 LO1065:                Primary Azimuth Mark                     Grid Az
 LO1065:SPC UT C     -  OLA                                      129 57 23.0
 LO1065:UTM  12      -  OLA                                      130 16 08.0
 LO1065
 LO1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK7623381642(NAD 83)
 LO1065
 LO1065|---------------------------------------------------------------------|
 LO1065| PID    Reference Object                     Distance      Geod. Az  |
 LO1065|                                                           dddmmss.s |
 LO1065| CP6316 NEOLA RM 2                            5.720 METERS 10321     |
 LO1065| LO1064 OLA                                 APPROX. 5.8 KM 1305110.2 |
 LO1065| CP6315 NEOLA RM 1                            3.101 METERS 22657     |
 LO1065|---------------------------------------------------------------------|
 LO1065
 LO1065                          SUPERSEDED SURVEY CONTROL
 LO1065
 LO1065  NAD 83(1993)-  40 28 55.12097(N)    110 06 02.03096(W) AD(       ) 2
 LO1065  NAD 83(1986)-  40 28 55.10150(N)    110 06 02.01879(W) AD(       ) 2
 LO1065  NAD 27      -  40 28 55.27200(N)    110 05 59.45600(W) AD(       ) 2
 LO1065  NGVD 29 (07/19/86) 2204.1    (m)         7231.     (f) VERT ANG       
 LO1065
 LO1065.Superseded values are not recommended for survey control.
 LO1065
 LO1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1065.See file dsdata.pdf to determine how the superseded data were derived.
 LO1065
 LO1065_MARKER: DD = SURVEY DISK
 LO1065_SETTING: 80 = SET IN A BOULDER
 LO1065
 LO1065  HISTORY     - Date     Condition        Report By
 LO1065  HISTORY     - 1946     MONUMENTED       USGS
 LO1065  HISTORY     - 1961     GOOD             CGS
 LO1065  HISTORY     - 1963     GOOD             USGS
 LO1065
 LO1065                          STATION DESCRIPTION
 LO1065
 LO1065'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (DHK)
 LO1065'THE STATION IS LOCATED ABOUT 28 MILES AIR LINE NORTHEAST OF
 LO1065'DUCHESNE, ABOUT 14 MILES NORTHWEST OF ROOSEVELT, ABOUT 5
 LO1065'MILES NORTHWEST OF NEOLA, ABOUT 4 MILES SOUTHWEST OF UINTA
 LO1065'RIVER, ON THE SOUTH END OF A PROMINENT BENCH.  IT IS ON A
 LO1065'JUNIPER COVERED RIDGE, 6 PACES NORTH OF AN ABRUPT SLOPE, A
 LO1065'U.S. GEOLOGICAL SURVEY BRONZE DISK SET IN A BOULDER WHICH
 LO1065'PROJECTS 8 INCHES, AND IS STAMPED--NEOLA M 1934.
 LO1065'
 LO1065'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 LO1065'THE STATION, 2 PACES NORTH OF AN ABRUPT SLOPE, A U.S.G.S.
 LO1065'BRONZE DISK SET IN A BOULDER WHICH PROJECTS 4 INCHES AND IS
 LO1065'STAMPED--NEOLA NO 1.
 LO1065'
 LO1065'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION
 LO1065'AS THE STATION, 7 PACES NORTH OF AN ABRUPT SLOPE, A U.S.G.S.
 LO1065'BRONZE DISK SET IN A BOULDER WHICH PROJECTS 6 INCHES AND IS
 LO1065'STAMPED--NEOLA NO 2.
 LO1065'
 LO1065'TO REACH STATION FROM THE CROSSROADS AT NEOLA, GO NORTH ON
 LO1065'GRADED ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT (W)
 LO1065'AND GO 1.0 MILE TO A SLIGHT JOG IN THE ROAD.  CONTINUE WEST
 LO1065'ON TRACK ROAD (LEAVING MAIN ROAD AT THE JOG) FOR 0.7 MILE TO
 LO1065'A FORK.  TURN RIGHT (NW) ON A DIM ROAD AND GO 1.2 MILE TO A
 LO1065'BOARD GATE.  CONTINUE 0.2 MILE TO A FORK.  TAKE LEFT ROAD
 LO1065'AND CONTINUE ON DIM TRACKS FOR 1.1 MILE TO A DRAW THAT IS
 LO1065'DIFFICULT TO CROSS.  CROSS DRAW AND CONTINUE FOR 0.1 MILE
 LO1065'TO A RIDGE.  TURN RIGHT FOLLOWING DIM TRACKS FOR 0.2 MILE
 LO1065'TO END OF TRUCK TRAVEL.  FROM THIS POINT PICK WAY NORTH TO
 LO1065'TOP OF FIRST RIDGE.  CONTINUE WEST TOWARD A PROMINENT PEAK
 LO1065'AT THE SOUTH END OF RIDGE.  CONTINUE A SHORT WAYS ALONG
 LO1065'RIDGE IN A NORTHWEST DIRECTION TO STATION SITE.  A 45 MINUTE
 LO1065'PACK.
 LO1065
 LO1065                          STATION RECOVERY (1961)
 LO1065
 LO1065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RLG)
 LO1065'STATION AND MARKS WERE FOUND AS DESCRIBED IN GOOD CONDITION.
 LO1065
 LO1065                          STATION RECOVERY (1963)
 LO1065
 LO1065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LO1065'REVISED ROUTE DESCRIPTION FOLLOWS--TO REACH STATION FROM
 LO1065'NEOLA GO N. ON GRADED RD. 3.0 MI. TO CATTLE GUARD AT INDIAN
 LO1065'RESERVATION BOUNDARY.  CONTINUE ON MAIN GRADED RD (NNW) 4.4
 LO1065'MI. TO Y-FK.  TAKE LEFT FK. AND GO 1.2 MI. TO SECOND Y-FK.
 LO1065'TAKE LEFT FK. AND GO UP HILL 2.6 MI. TO CATTLE GUARD AT TOP
 LO1065'OF GRADE.  CONTINUE 0.6 MI. TO DIM RD ON LEFT.  TURN LEFT
 LO1065'AND FOLLOW DIM RD 2.2 MI. TO GATE.  PASS THRU GATE, TURN RIGHT
 LO1065'AND FOLLOW DIM RD. ALONG E. SIDE OF FENCE 1.7 MI. TO END OF
 LO1065'TRUCK TRAVEL AT EDGE OF TIMBER NEAR RIM EDGE.  PACK SOUTH
 LO1065'ALONG EDGE OF RIM ABOUT 10 MINUTES TO SMALL SADDLE.  CROSS
 LO1065'SADDLE AND FOLLOW RIDGE SOUTHEAST FOR ABOUT 10 MINUTES TO
 LO1065'END OF RIDGE AND STATION.
 LO1065'
 LO1065'RECOVERED.
 LO1065'
 LO1065'STATION MARK--STANDARD TABLET, STAMPED ---NEOLA M 1934---, SET IN
 LO1065'BOULDER PROJECTING 8 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0307 ***********************************************************************
 KN0307  DESIGNATION -  NEPHI
 KN0307  PID         -  KN0307
 KN0307  STATE/COUNTY-  UT/JUAB
 KN0307  COUNTRY     -  US
 KN0307  USGS QUAD   -  NEPHI (2017)
 KN0307
 KN0307                         *CURRENT SURVEY CONTROL
 KN0307  ______________________________________________________________________
 KN0307* NAD 83(1986) POSITION- 39 42 32.     (N) 111 50 09.     (W)   SCALED
 KN0307* NAVD 88 ORTHO HEIGHT -  1566.156 (meters)     5138.30  (feet) ADJUSTED
 KN0307  ______________________________________________________________________
 KN0307  GEOID HEIGHT    -        -17.605 (meters)                     GEOID18
 KN0307  DYNAMIC HEIGHT  -       1564.673 (meters)     5133.43  (feet) COMP
 KN0307  MODELED GRAVITY -    979,625.1   (mgal)                       NAVD 88
 KN0307
 KN0307  VERT ORDER      -  SECOND    CLASS 0
 KN0307
 KN0307.The horizontal coordinates were scaled from a map and have
 KN0307.an estimated accuracy of +/- 6 seconds.
 KN0307
 KN0307.The orthometric height was determined by differential leveling and
 KN0307.adjusted by the NATIONAL GEODETIC SURVEY
 KN0307.in June 1991.
 KN0307
 KN0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0307.GEOID18 height accuracy estimate available here.
 KN0307
 KN0307.Click photographs - Photos may exist for this station.
 KN0307
 KN0307.The dynamic height is computed by dividing the NAVD 88
 KN0307.geopotential number by the normal gravity value computed on the
 KN0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0307.degrees latitude (g = 980.6199 gals.).
 KN0307
 KN0307.The modeled gravity was interpolated from observed gravity values.
 KN0307
 KN0307;                    North         East    Units  Estimated Accuracy
 KN0307;SPC UT C     - 2,152,770.      471,200.      MT  (+/- 180 meters Scaled)
 KN0307
 KN0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ283957(NAD 83)
 KN0307
 KN0307                          SUPERSEDED SURVEY CONTROL
 KN0307
 KN0307  NGVD 29 (??/??/92) 1564.994  (m)         5134.48   (f) ADJ UNCH    2 0
 KN0307
 KN0307.Superseded values are not recommended for survey control.
 KN0307
 KN0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0307.See file dsdata.pdf to determine how the superseded data were derived.
 KN0307
 KN0307_MARKER: DB = BENCH MARK DISK
 KN0307_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KN0307_SP_SET: FOOTING
 KN0307_STAMPING: NEPHI 1934
 KN0307_MARK LOGO: CGS
 KN0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0307
 KN0307  HISTORY     - Date     Condition        Report By
 KN0307  HISTORY     - 1934     MONUMENTED       CGS
 KN0307
 KN0307                          STATION DESCRIPTION
 KN0307
 KN0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0307'IN NEPHI.
 KN0307'AT NEPHI, JUAB COUNTY, AT THE WEST FRONT OF THE CITY HALL, NEAR THE
 KN0307'NORTH CORNER, IN THE CENTER OF THE FIRE DEPARTMENT DOOR, AND IN THE
 KN0307'CONCRETE FOOTING IN THE DOOR-WAY LEVEL WITH THE FLOOR.  A STANDARD
 KN0307'DISK, STAMPED NEPHI 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0434 ***********************************************************************
 KN0434  DESIGNATION -  NEPHI BENCH
 KN0434  PID         -  KN0434
 KN0434  STATE/COUNTY-  UT/JUAB
 KN0434  COUNTRY     -  US
 KN0434  USGS QUAD   -  NEPHI (2017)
 KN0434
 KN0434                         *CURRENT SURVEY CONTROL
 KN0434  ______________________________________________________________________
 KN0434* NAD 83(1994) POSITION- 39 42 15.50347(N) 111 50 30.78687(W)   ADJUSTED
 KN0434* NAVD 88 ORTHO HEIGHT -  1554.    (meters)     5098.    (feet) SCALED
 KN0434  ______________________________________________________________________
 KN0434  GEOID HEIGHT    -        -17.641 (meters)                     GEOID18
 KN0434  LAPLACE CORR    -          7.74  (seconds)                    DEFLEC18
 KN0434  HORZ ORDER      -  THIRD
 KN0434
 KN0434.The horizontal coordinates were established by classical geodetic methods
 KN0434.and adjusted by the National Geodetic Survey in November 1997.
 KN0434
 KN0434.The orthometric height was scaled from a topographic map.
 KN0434
 KN0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0434.GEOID18 height accuracy estimate available here.
 KN0434
 KN0434.Click photographs - Photos may exist for this station.
 KN0434
 KN0434.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0434
 KN0434. The following values were computed from the NAD 83(1994) position.
 KN0434
 KN0434;                    North         East     Units Scale Factor Converg.
 KN0434;SPC UT C     - 2,152,259.280   470,682.525   MT  0.99990141   -0 13 08.4
 KN0434;SPC UT C     - 7,061,203.99  1,544,230.92   sFT  0.99990141   -0 13 08.4
 KN0434;UTM  12      - 4,395,277.718   427,827.435   MT  0.99966413   -0 32 16.2
 KN0434
 KN0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0434!SPC UT C     -   0.99975901  x   0.99990141  =   0.99966044
 KN0434!UTM  12      -   0.99975901  x   0.99966413  =   0.99942322
 KN0434
 KN0434:                Primary Azimuth Mark                     Grid Az
 KN0434:SPC UT C     -  MOUNT NEBO                               028 55 33.3
 KN0434:UTM  12      -  MOUNT NEBO                               029 14 41.1
 KN0434
 KN0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ2782795277(NAD 83)
 KN0434
 KN0434|---------------------------------------------------------------------|
 KN0434| PID    Reference Object                     Distance      Geod. Az  |
 KN0434|                                                           dddmmss.s |
 KN0434| KN0449 MOUNT NEBO                          APPROX.13.5 KM 0284224.9 |
 KN0434|---------------------------------------------------------------------|
 KN0434
 KN0434                          SUPERSEDED SURVEY CONTROL
 KN0434
 KN0434  NAD 83(1993)-  39 42 15.49345(N)    111 50 30.78139(W) AD(       ) 3
 KN0434  NAD 83(1986)-  39 42 15.49040(N)    111 50 30.78063(W) AD(       ) 3
 KN0434  NAD 27      -  39 42 15.65400(N)    111 50 28.02200(W) AD(       ) 3
 KN0434  USCA        -  39 42 10.25000(N)    111 50 33.89000(W) AD(       ) 3
 KN0434  USSD        -  39 42 16.44700(N)    111 50 28.71700(W) AD(       ) 3
 KN0434
 KN0434.Superseded values are not recommended for survey control.
 KN0434
 KN0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0434.See file dsdata.pdf to determine how the superseded data were derived.
 KN0434
 KN0434
 KN0434  HISTORY     - Date     Condition        Report By
 KN0434  HISTORY     - 1887     MONUMENTED       CGS
 KN0434  HISTORY     - 1925     MARK NOT FOUND   CGS
 KN0434
 KN0434                          STATION DESCRIPTION
 KN0434
 KN0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 KN0434'NO ORIGINAL DESCRIPTION AVAILABLE.  THE STATION MARK HAD BEEN
 KN0434'DESTROYED, BUT THE APPROXIMATE LOCATION OF THE STATION WAS
 KN0434'DETERMINED BY THE U.S. FOREST SERVICE AND A QUADRIPOD SIGNAL
 KN0434'ERECTED AND LEFT STANDING.  THE SIGNAL IS 72 FEET NORTH OF
 KN0434'STRUCTURE NO. 710-46 ON THE L.A. AND S.L. RIGHT-OF-WAY,
 KN0434'28 FEET WEST OF THE CENTER OF THE TRACK AND 8 FEET SOUTH OF
 KN0434'THE NORTH FENCE LINE ON THIRD STREET, NEPHI, UTAH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0436 ***********************************************************************
 KN0436  DESIGNATION -  NEPHI THERMOID CO EAST STACK
 KN0436  PID         -  KN0436
 KN0436  STATE/COUNTY-  UT/JUAB
 KN0436  COUNTRY     -  US
 KN0436  USGS QUAD   -  NEPHI (2017)
 KN0436
 KN0436                         *CURRENT SURVEY CONTROL
 KN0436  ______________________________________________________________________
 KN0436* NAD 83(1994) POSITION- 39 43 26.11672(N) 111 50 28.72411(W)   ADJUSTED
 KN0436  ______________________________________________________________________
 KN0436  GEOID HEIGHT    -        -17.603 (meters)                     GEOID18
 KN0436  LAPLACE CORR    -          7.39  (seconds)                    DEFLEC18
 KN0436  HORZ ORDER      -  THIRD
 KN0436
 KN0436.The horizontal coordinates were established by classical geodetic methods
 KN0436.and adjusted by the National Geodetic Survey in November 1997.
 KN0436
 KN0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0436.GEOID18 height accuracy estimate available here.
 KN0436
 KN0436.Click photographs - Photos may exist for this station.
 KN0436
 KN0436.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0436
 KN0436. The following values were computed from the NAD 83(1994) position.
 KN0436
 KN0436;                    North         East     Units Scale Factor Converg.
 KN0436;SPC UT C     - 2,154,436.675   470,739.969   MT  0.99990069   -0 13 07.1
 KN0436;SPC UT C     - 7,068,347.66  1,544,419.38   sFT  0.99990069   -0 13 07.1
 KN0436;UTM  12      - 4,397,454.243   427,896.983   MT  0.99966400   -0 32 15.7
 KN0436
 KN0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ2789697454(NAD 83)
 KN0436
 KN0436                          SUPERSEDED SURVEY CONTROL
 KN0436
 KN0436  NAD 83(1993)-  39 43 26.10839(N)    111 50 28.72001(W) AD(       ) 3
 KN0436  NAD 83(1986)-  39 43 26.10155(N)    111 50 28.72098(W) AD(       ) 3
 KN0436  NAD 27      -  39 43 26.26900(N)    111 50 25.95700(W) AD(       ) 3
 KN0436
 KN0436.Superseded values are not recommended for survey control.
 KN0436
 KN0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0436.See file dsdata.pdf to determine how the superseded data were derived.
 KN0436
 KN0436_MARKER: 63 = STACK
 KN0436
 KN0436  HISTORY     - Date     Condition        Report By
 KN0436  HISTORY     - 1947     FIRST OBSERVED   CGS
 KN0436
 KN0436                          STATION DESCRIPTION
 KN0436
 KN0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KN0436'STATION IS THE EASTERLY ONE OF TWIN METAL STACKS OF THE THERMOID
 KN0436'CO. LOCATED ON THE NORTHERN EDGE OF NEPHI.  THE TOP AND CENTER
 KN0436'OF THE STACK WAS THE POINT OBSERVED ON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0437 ***********************************************************************
 KN0437  DESIGNATION -  NEPHI THERMOID CO WEST STACK
 KN0437  PID         -  KN0437
 KN0437  STATE/COUNTY-  UT/JUAB
 KN0437  COUNTRY     -  US
 KN0437  USGS QUAD   -  NEPHI (2017)
 KN0437
 KN0437                         *CURRENT SURVEY CONTROL
 KN0437  ______________________________________________________________________
 KN0437* NAD 83(1994) POSITION- 39 43 26.11946(N) 111 50 29.06199(W)   ADJUSTED
 KN0437  ______________________________________________________________________
 KN0437  GEOID HEIGHT    -        -17.604 (meters)                     GEOID18
 KN0437  LAPLACE CORR    -          7.38  (seconds)                    DEFLEC18
 KN0437  HORZ ORDER      -  THIRD
 KN0437
 KN0437.The horizontal coordinates were established by classical geodetic methods
 KN0437.and adjusted by the National Geodetic Survey in November 1997.
 KN0437
 KN0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0437.GEOID18 height accuracy estimate available here.
 KN0437
 KN0437.Click photographs - Photos may exist for this station.
 KN0437
 KN0437.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0437
 KN0437. The following values were computed from the NAD 83(1994) position.
 KN0437
 KN0437;                    North         East     Units Scale Factor Converg.
 KN0437;SPC UT C     - 2,154,436.790   470,731.924   MT  0.99990069   -0 13 07.3
 KN0437;SPC UT C     - 7,068,348.04  1,544,392.99   sFT  0.99990069   -0 13 07.3
 KN0437;UTM  12      - 4,397,454.403   427,888.940   MT  0.99966402   -0 32 15.9
 KN0437
 KN0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ2788897454(NAD 83)
 KN0437
 KN0437                          SUPERSEDED SURVEY CONTROL
 KN0437
 KN0437  NAD 83(1993)-  39 43 26.11113(N)    111 50 29.05789(W) AD(       ) 3
 KN0437  NAD 83(1986)-  39 43 26.10428(N)    111 50 29.05885(W) AD(       ) 3
 KN0437  NAD 27      -  39 43 26.27200(N)    111 50 26.29500(W) AD(       ) 3
 KN0437
 KN0437.Superseded values are not recommended for survey control.
 KN0437
 KN0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0437.See file dsdata.pdf to determine how the superseded data were derived.
 KN0437
 KN0437_MARKER: 63 = STACK
 KN0437
 KN0437  HISTORY     - Date     Condition        Report By
 KN0437  HISTORY     - 1947     FIRST OBSERVED   CGS
 KN0437
 KN0437                          STATION DESCRIPTION
 KN0437
 KN0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KN0437'STATION IS THE WESTERLY ONE OF TWIN METAL STACKS OF THE
 KN0437'THERMOID CO. LOCATED ON THE NORTHERN EDGE OF NEPHI.  THE TOP
 KN0437'AND CENTER OF THE STACK WAS THE POINT OBSERVED ON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0575 ***********************************************************************
 JO0575  DESIGNATION -  NEW
 JO0575  PID         -  JO0575
 JO0575  STATE/COUNTY-  UT/BEAVER
 JO0575  COUNTRY     -  US
 JO0575  USGS QUAD   -  WALLACES PEAK (2017)
 JO0575
 JO0575                         *CURRENT SURVEY CONTROL
 JO0575  ______________________________________________________________________
 JO0575* NAD 83(1994) POSITION- 38 27 58.26952(N) 113 24 16.59240(W)   ADJUSTED
 JO0575* NAVD 88 ORTHO HEIGHT -  1500.2   (meters)     4922.    (feet) VERTCON3
 JO0575  ______________________________________________________________________
 JO0575  GEOID HEIGHT    -        -21.238 (meters)                     GEOID18
 JO0575  LAPLACE CORR    -          3.20  (seconds)                    DEFLEC18
 JO0575  HORZ ORDER      -  THIRD
 JO0575  VERT ORDER      -  THIRD ? (See Below)
 JO0575
 JO0575.The horizontal coordinates were established by classical geodetic methods
 JO0575.and adjusted by the National Geodetic Survey in November 1997.
 JO0575
 JO0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0575
 JO0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0575.GEOID18 height accuracy estimate available here.
 JO0575
 JO0575.The vertical order pertains to the NGVD 29 superseded value.
 JO0575
 JO0575.Click photographs - Photos may exist for this station.
 JO0575
 JO0575.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0575
 JO0575. The following values were computed from the NAD 83(1994) position.
 JO0575
 JO0575;                    North         East     Units Scale Factor Converg.
 JO0575;SPC UT S     - 3,201,418.149   333,785.863   MT  1.00002209   -1 10 00.9
 JO0575;SPC UT S     -10,503,319.38  1,095,095.79   sFT  1.00002209   -1 10 00.9
 JO0575;UTM  12      - 4,260,280.712   290,211.153   MT  1.00014203   -1 29 46.8
 JO0575
 JO0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0575!SPC UT S     -   0.99976800  x   1.00002209  =   0.99979008
 JO0575!UTM  12      -   0.99976800  x   1.00014203  =   0.99990999
 JO0575
 JO0575:                Primary Azimuth Mark                     Grid Az
 JO0575:SPC UT S     -  FRISCO 2                                 060 35 28.0
 JO0575:UTM  12      -  FRISCO 2                                 060 55 13.9
 JO0575
 JO0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH9021160280(NAD 83)
 JO0575
 JO0575|---------------------------------------------------------------------|
 JO0575| PID    Reference Object                     Distance      Geod. Az  |
 JO0575|                                                           dddmmss.s |
 JO0575| JO0547 FRISCO 2                            APPROX.11.9 KM 0592527.1 |
 JO0575|---------------------------------------------------------------------|
 JO0575
 JO0575                          SUPERSEDED SURVEY CONTROL
 JO0575
 JO0575  NAD 83(1986)-  38 27 58.26499(N)    113 24 16.58985(W) AD(       ) 3
 JO0575  NAD 27      -  38 27 58.41010(N)    113 24 13.70659(W) AD(       ) 3
 JO0575
 JO0575.Superseded values are not recommended for survey control.
 JO0575
 JO0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0575.See file dsdata.pdf to determine how the superseded data were derived.
 JO0575
 JO0575_MARKER: DD = SURVEY DISK
 JO0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0575_STAMPING: NEW 1958 4918
 JO0575_MARK LOGO: USGS
 JO0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0575+STABILITY: SURFACE MOTION
 JO0575
 JO0575  HISTORY     - Date     Condition        Report By
 JO0575  HISTORY     - 1958     MONUMENTED       USGS
 JO0575
 JO0575                          STATION DESCRIPTION
 JO0575
 JO0575'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JO0575'LOCATED ABOUT 22.0 MI. W. OF MILFORD, ALONG STATE HIGHWAY 21, IN THE
 JO0575'WAH WAH VALLEY.
 JO0575'
 JO0575'TO REACH FROM MILFORD POST OFFICE, DRIVE N. AND W. ALONG STATE HIGHWAY
 JO0575'21 FOR 23.3 MI. TO SIDE RD. LEFT, TURN LEFT FOR 0.25 MI. TO RD. FORKS,
 JO0575'TAKE RIGHT FORK W. FOR 0.3 MI. TO STATION ON RIGHT, ABOUT 50 FT. FROM
 JO0575'CENTERLINE OF RD.
 JO0575'
 JO0575'STATION MARK--STANDARD USGS TABLET, STAMPED ---NEW 1958 4918---, SET
 JO0575'IN TOP OF CONCRETE POST.  (NOTE--THIS STATION IS SET IN THE TOP OF
 JO0575'AN OLD NGS BM POST WITH THE TOP BROKEN OFF.)
 JO0575'
 JO0575'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE TABLET, STAMPED ---NO
 JO0575'1 1958---, SET IN TOP OF CONCRETE POST.
 JO0575'
 JO0575'REFERENCE MARK NO. 2--A 1/2 IN. IRON ROD, PROJECTING 0.5 FT. ABOVE
 JO0575'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0696 ***********************************************************************
 HN0696  DESIGNATION -  NEW HOME BENCH
 HN0696  PID         -  HN0696
 HN0696  STATE/COUNTY-  UT/GARFIELD
 HN0696  COUNTRY     -  US
 HN0696  USGS QUAD   -  BOULDER TOWN (2017)
 HN0696
 HN0696                         *CURRENT SURVEY CONTROL
 HN0696  ______________________________________________________________________
 HN0696* NAD 83(1994) POSITION- 37 53 40.38732(N) 111 28 13.30199(W)   ADJUSTED
 HN0696* NAVD 88 ORTHO HEIGHT -  2094.3   (meters)     6871.    (feet) VERTCON3
 HN0696  ______________________________________________________________________
 HN0696  GEOID HEIGHT    -        -19.319 (meters)                     GEOID18
 HN0696  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 HN0696  HORZ ORDER      -  THIRD
 HN0696
 HN0696.The horizontal coordinates were established by classical geodetic methods
 HN0696.and adjusted by the National Geodetic Survey in November 1997.
 HN0696
 HN0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0696
 HN0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0696.GEOID18 height accuracy estimate available here.
 HN0696
 HN0696.Click photographs - Photos may exist for this station.
 HN0696
 HN0696.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0696
 HN0696. The following values were computed from the NAD 83(1994) position.
 HN0696
 HN0696;                    North         East     Units Scale Factor Converg.
 HN0696;SPC UT S     - 3,136,275.886   502,606.809   MT  0.99995315   +0 01 05.4
 HN0696;SPC UT S     -10,289,598.47  1,648,969.17   sFT  0.99995315   +0 01 05.4
 HN0696;UTM  12      - 4,194,219.719   458,644.325   MT  0.99962106   -0 17 20.1
 HN0696
 HN0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0696!SPC UT S     -   0.99967450  x   0.99995315  =   0.99962767
 HN0696!UTM  12      -   0.99967450  x   0.99962106  =   0.99929569
 HN0696
 HN0696:                Primary Azimuth Mark                     Grid Az
 HN0696:SPC UT S     -  BOX                                      235 33 33.3
 HN0696:UTM  12      -  BOX                                      235 51 58.8
 HN0696
 HN0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG5864494219(NAD 83)
 HN0696
 HN0696|---------------------------------------------------------------------|
 HN0696| PID    Reference Object                     Distance      Geod. Az  |
 HN0696|                                                           dddmmss.s |
 HN0696| HN0808 BOX                                 APPROX.12.7 KM 2353438.7 |
 HN0696|---------------------------------------------------------------------|
 HN0696
 HN0696                          SUPERSEDED SURVEY CONTROL
 HN0696
 HN0696  NAD 83(1986)-  37 53 40.38460(N)    111 28 13.30613(W) AD(       ) 3
 HN0696  NAD 27      -  37 53 40.42854(N)    111 28 10.69113(W) AD(       ) 3
 HN0696  NGVD 29 (07/19/86) 2093.1    (m)         6867.     (f) VERT ANG       
 HN0696
 HN0696.Superseded values are not recommended for survey control.
 HN0696
 HN0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0696.See file dsdata.pdf to determine how the superseded data were derived.
 HN0696
 HN0696_MARKER: DD = SURVEY DISK
 HN0696_SETTING: 66 = SET IN ROCK OUTCROP
 HN0696_STAMPING: NEW HOME BENCH 1927
 HN0696_MARK LOGO: USFS
 HN0696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0696+STABILITY: POSITION/ELEVATION WELL
 HN0696
 HN0696  HISTORY     - Date     Condition        Report By
 HN0696  HISTORY     - 1927     MONUMENTED       USFS
 HN0696  HISTORY     - 1962     GOOD             USGS
 HN0696
 HN0696                          STATION DESCRIPTION
 HN0696
 HN0696'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HN0696'LOCATED ABOUT 3 MI. (AIRLINE) W. OF BOULDER, ON THE W. EDGE OF RIM
 HN0696'OF NEW HOME BENCH, 12 FT. SW. OF CENTER OF RD., IN TOP OF 6 X 6 FT.
 HN0696'ROCK.  STATION WAS REACHED BY HELICOPTER.
 HN0696'
 HN0696'STATION MARK--DEPARTMENT OF AGRICULTURE TABLET, STAMPED ---NEW HOME
 HN0696'BENCH 1927---.
 HN0696'
 HN0696'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0740 ***********************************************************************
 MR0740  DESIGNATION -  NEWTON
 MR0740  PID         -  MR0740
 MR0740  STATE/COUNTY-  UT/CACHE
 MR0740  COUNTRY     -  US
 MR0740  USGS QUAD   -  TRENTON (2017)
 MR0740
 MR0740                         *CURRENT SURVEY CONTROL
 MR0740  ______________________________________________________________________
 MR0740* NAD 83(1994) POSITION- 41 53 50.42374(N) 111 57 41.54274(W)   ADJUSTED
 MR0740* NAVD 88 ORTHO HEIGHT -  1736.2   (meters)     5696.    (feet) VERTCON3
 MR0740  ______________________________________________________________________
 MR0740  GEOID HEIGHT    -        -15.162 (meters)                     GEOID18
 MR0740  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 MR0740  HORZ ORDER      -  SECOND
 MR0740
 MR0740.The horizontal coordinates were established by classical geodetic methods
 MR0740.and adjusted by the National Geodetic Survey in November 1997.
 MR0740
 MR0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0740
 MR0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0740.GEOID18 height accuracy estimate available here.
 MR0740
 MR0740.Click photographs - Photos may exist for this station.
 MR0740
 MR0740.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0740
 MR0740. The following values were computed from the NAD 83(1994) position.
 MR0740
 MR0740;                    North         East     Units Scale Factor Converg.
 MR0740;SPC UT N     - 1,173,792.610   461,699.083   MT  1.00002049   -0 18 15.5
 MR0740;SPC UT N     - 3,851,017.92  1,514,757.74   sFT  1.00002049   -0 18 15.5
 MR0740;UTM  12      - 4,638,825.058   420,239.295   MT  0.99967828   -0 38 31.7
 MR0740
 MR0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0740!SPC UT N     -   0.99973013  x   1.00002049  =   0.99975062
 MR0740!UTM  12      -   0.99973013  x   0.99967828  =   0.99940850
 MR0740
 MR0740:                Primary Azimuth Mark                     Grid Az
 MR0740:SPC UT N     -  NEWTON AZ MK                             017 49 42.8
 MR0740:UTM  12      -  NEWTON AZ MK                             018 09 59.0
 MR0740
 MR0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2023938825(NAD 83)
 MR0740
 MR0740|---------------------------------------------------------------------|
 MR0740| PID    Reference Object                     Distance      Geod. Az  |
 MR0740|                                                           dddmmss.s |
 MR0740| CM5670 NEWTON AZ MK                                       0173127.3 |
 MR0740| MR0739 AMALGA ROCKY MTN DAIRY STACK        APPROX. 8.2 KM 1305003.5 |
 MR0740| MR0736 LOGAN MUN AIRPORT BEACON            APPROX.15.5 KM 1450531.5 |
 MR0740| CM5671 NEWTON RM 1                          12.523 METERS 25115     |
 MR0740| CM5672 NEWTON RM 2                          11.906 METERS 32525     |
 MR0740|---------------------------------------------------------------------|
 MR0740
 MR0740                          SUPERSEDED SURVEY CONTROL
 MR0740
 MR0740  NAD 83(1993)-  41 53 50.42184(N)    111 57 41.53340(W) AD(       ) 2
 MR0740  NAD 83(1986)-  41 53 50.41554(N)    111 57 41.52918(W) AD(       ) 2
 MR0740  NAD 27      -  41 53 50.68000(N)    111 57 38.70980(W) AD(       ) 2
 MR0740  NGVD 29 (08/09/96) 1735.2    (m)         5693.     (f) VERT ANG       
 MR0740  NGVD 29 (07/19/86) 1737.0    (m)         5699.     (f) VERT ANG       
 MR0740
 MR0740.Superseded values are not recommended for survey control.
 MR0740
 MR0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0740.See file dsdata.pdf to determine how the superseded data were derived.
 MR0740
 MR0740_MARKER: DS = TRIANGULATION STATION DISK
 MR0740_SETTING: 66 = SET IN ROCK OUTCROP
 MR0740
 MR0740  HISTORY     - Date     Condition        Report By
 MR0740  HISTORY     - 1963     MONUMENTED       CGS
 MR0740  HISTORY     - 1963     GOOD             USGS
 MR0740
 MR0740                          STATION DESCRIPTION
 MR0740
 MR0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MR0740'THE STATION IS ABOUT 2 MILES SOUTHWEST OF TRENTON, ON THE
 MR0740'HIGHEST POINT OF A BARE HILL WHICH IS THE HIGHEST HILL IN THE
 MR0740'IMMEDIATE VICINITY.
 MR0740'
 MR0740'TO REACH THE STATION FROM THE POST OFFICE IN TRENTON, GO WEST
 MR0740'ON A PAVED ROAD FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAYS
 MR0740'23 AND 170 AND THE AZIMUTH MARK IN THE SOUTHWEST ANGLE OF A
 MR0740'CROSSROADS.  CONTINUE WEST ON HIGHWAY 170 FOR 1.3 MILES TO A
 MR0740'SIDE ROAD ON THE LEFT ABOUT 100 YARDS AFTER PASSING OVER THE
 MR0740'TOP OF A HILL.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR
 MR0740'0.3 MILE TO A FIELD ROAD ON THE LEFT.  TURN LEFT AND GO
 MR0740'SOUTHEAST ON THE FIELD ROAD FOR 0.65 MILE TO A FENCE CORNER.
 MR0740'TURN LEFT AND GO EAST ALONG THE SOUTH SIDE OF A FENCE FOR 0.15
 MR0740'MILE TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW A
 MR0740'TRACK ROAD SOUTH, EAST AND SOUTHEAST FOR 0.45 MILE TO A
 MR0740'FORK.  TAKE THE LEFT FORK AND GO EAST FOR 0.4 MILE TO A GATE
 MR0740'IN AN EAST-WEST FENCE.  PASS THROUGH THE GATE AND GO
 MR0740'SOUTHWEST FOR ABOUT 100 YARDS.  TURN RIGHT AND FOLLOW A TRACK
 MR0740'ROAD WEST AND SOUTH UP GRADE, FOR 1.0 MILE TO THE HIGHEST
 MR0740'POINT AND THE STATION.  A 4-WHEEL DRIVE VEHICLE NEEDED
 MR0740'AFTER PASSING THROUGH THE GATE.
 MR0740'
 MR0740'THE STATION MARK IS A STANDARD DISK, STAMPED NEWTON 1963,
 MR0740'CEMENTED IN A DRILL HOLE IN A 1 BY 1 FOOT ROCK OUTCROP THAT IS
 MR0740'ABOUT 9 INCHES BELOW THE GROUND SURFACE.
 MR0740'
 MR0740'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NEWTON NO 1 1963,
 MR0740'CEMENTED IN A DRILL HOLE IN A 2 BY 5 FOOT BOULDER THAT PROJECTS 2
 MR0740'FEET.  IT IS ON THE SOUTHWEST EDGE OF THE HILL AND ABOUT 1
 MR0740'FOOT LOWER THAN THE STATION.
 MR0740'
 MR0740'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NEWTON NO 2 1963,
 MR0740'CEMENTED IN A DRILL HOLE IN A 1 BY 3 FOOT BOULDER PROJECTING
 MR0740'10 INCHES.  IT IS ON THE NORTHWEST EDGE OF THE HILL AND ABOUT 1
 MR0740'FOOT LOWER THAN THE STATION.
 MR0740'
 MR0740'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED NEWTON 1963, SET IN
 MR0740'THE TOP OF AN 8 BY 12 INCH CONCRETE POST PROJECTING 8 INCHES.
 MR0740'IT IS 30.8 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 170, 53.8
 MR0740'FEET WEST OF THE CENTERLINE OF HIGHWAY 23, 1 FOOT NORTH OF A
 MR0740'WITNESS POST AND 33.1 FEET WEST OF A POWERLINE POLE.
 MR0740
 MR0740                          STATION RECOVERY (1963)
 MR0740
 MR0740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MR0740'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 41111-4,
 MR0740'STATION 1013.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0370 ***********************************************************************
 JN0370  DESIGNATION -  NICKS POINT
 JN0370  PID         -  JN0370
 JN0370  STATE/COUNTY-  UT/PIUTE
 JN0370  COUNTRY     -  US
 JN0370  USGS QUAD   -  ANGLE (2017)
 JN0370
 JN0370                         *CURRENT SURVEY CONTROL
 JN0370  ______________________________________________________________________
 JN0370* NAD 83(1994) POSITION- 38 11 16.16848(N) 111 53 56.46483(W)   ADJUSTED
 JN0370* NAVD 88 ORTHO HEIGHT -  2878.8   (meters)     9445.    (feet) VERTCON3
 JN0370  ______________________________________________________________________
 JN0370  GEOID HEIGHT    -        -18.214 (meters)                     GEOID18
 JN0370  LAPLACE CORR    -          5.94  (seconds)                    DEFLEC18
 JN0370  HORZ ORDER      -  SECOND
 JN0370
 JN0370.The horizontal coordinates were established by classical geodetic methods
 JN0370.and adjusted by the National Geodetic Survey in November 1997.
 JN0370
 JN0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0370
 JN0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0370.GEOID18 height accuracy estimate available here.
 JN0370
 JN0370.Click photographs - Photos may exist for this station.
 JN0370
 JN0370.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0370
 JN0370. The following values were computed from the NAD 83(1994) position.
 JN0370
 JN0370;                    North         East     Units Scale Factor Converg.
 JN0370;SPC UT S     - 3,168,901.275   465,043.785   MT  0.99997607   -0 14 40.1
 JN0370;SPC UT S     -10,396,636.93  1,525,731.15   sFT  0.99997607   -0 14 40.1
 JN0370;UTM  12      - 4,227,036.769   421,269.592   MT  0.99967634   -0 33 21.0
 JN0370
 JN0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0370!SPC UT S     -   0.99955135  x   0.99997607  =   0.99952743
 JN0370!UTM  12      -   0.99955135  x   0.99967634  =   0.99922783
 JN0370
 JN0370:                Primary Azimuth Mark                     Grid Az
 JN0370:SPC UT S     -  SMOOTH KNOLL                             095 22 47.1
 JN0370:UTM  12      -  SMOOTH KNOLL                             095 41 28.0
 JN0370
 JN0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH2126927036(NAD 83)
 JN0370
 JN0370|---------------------------------------------------------------------|
 JN0370| PID    Reference Object                     Distance      Geod. Az  |
 JN0370|                                                           dddmmss.s |
 JN0370| CM5673 NICKS POINT RM 1                     11.737 METERS 03633     |
 JN0370| JN0367 SMOOTH KNOLL                        APPROX.19.5 KM 0950807.0 |
 JN0370| CM5674 NICKS POINT RM 2                     16.258 METERS 13207     |
 JN0370|---------------------------------------------------------------------|
 JN0370
 JN0370                          SUPERSEDED SURVEY CONTROL
 JN0370
 JN0370  NAD 83(1986)-  38 11 16.16364(N)    111 53 56.46505(W) AD(       ) 2
 JN0370  NAD 27      -  38 11 16.22351(N)    111 53 53.76771(W) AD(       ) 2
 JN0370  NGVD 29 (07/19/86) 2877.3    (m)         9440.     (f) VERT ANG       
 JN0370
 JN0370.Superseded values are not recommended for survey control.
 JN0370
 JN0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0370.See file dsdata.pdf to determine how the superseded data were derived.
 JN0370
 JN0370_MARKER: Z = SEE DESCRIPTION
 JN0370_SETTING: 0 = UNSPECIFIED SETTING
 JN0370
 JN0370  HISTORY     - Date     Condition        Report By
 JN0370  HISTORY     - 1969     MONUMENTED       USGS
 JN0370
 JN0370                          STATION DESCRIPTION
 JN0370
 JN0370'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 JN0370'LOCATED 20 MI (AIRLINE) SW. OF LOA.  ABOUT 6.8 MI NE. OF
 JN0370'ANTIMONY.  ABOUT 5.3 MI E. OF OTTER CREEK RESERVOIR.  ABOUT 1.0
 JN0370'MI N. OF DRY WASH.  ON THE S. END OF THE PARKER RANGE.  ON A TOP
 JN0370'KNOWN LOCALLY AS NICKS POINT.
 JN0370'
 JN0370'TO REACH FROM THE POST OFFICE IN LOA DRIVE E. ON THE MAIN STREET
 JN0370'FOR 0.3 MI TO A Y-RD. FORK IN THE BEND OF THE HIGHWAY.  CONTINUE
 JN0370'STRAIGHT ON DIRT RD. FOR 0.9 MI TO A T-RD..  TURN RIGHT AND
 JN0370'FOLLOW MAIN-TRAVELED RD. 0.8 MI TO A T-RD..  TURN LEFT AND
 JN0370'FOLLOW MAIN-TRAVELED RD. S. FOR 15.0 MI TO PARKER LAKE.  CONTINUE
 JN0370'S. ON MAIN-TRAVELED RD. FOR 3.3 MI TO A Y-RD. FORK.  TAKE LEFT
 JN0370'FORK AND FOLLOW MAIN-TRAVELED RD. FOR 2.4 MI TO A T-RD..  TURN
 JN0370'RIGHT (LEAVING MAIN-TRAVELED RD.) AND FOLLOW DIM RD. FOR 1.3
 JN0370'MI TO A T-RD..  TAKE LEFT FORK FOR 0.2 MI TO A T-RD..  TAKE
 JN0370'RIGHT FORK FOR 0.6 MI TO T-RD..  CONTINUE STRAIGHT AHEAD FOR
 JN0370'2.9 MI TO A STOCK POND.  TURN LEFT AND FOLLOW DIM RD. 0.3 MI
 JN0370'TO TOP OF RIDGE.  TURN LEFT (N.) UP RIDGE FOR 0.15 MI TO A
 JN0370'SMALL TOP AND STATION MARK.
 JN0370'
 JN0370'STATION MARK--STANDARD TABLET STAMPED NICKS POINT-1969 CEMENTED
 JN0370'IN ROCK OUTCROP.
 JN0370'
 JN0370'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED NO 1 1969 CEMENTED
 JN0370'IN ROCK OUTCROP.
 JN0370'
 JN0370'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED NO 2 1969 CEMENTED
 JN0370'IN ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0475 ***********************************************************************
 KO0475  DESIGNATION -  NIESON
 KO0475  PID         -  KO0475
 KO0475  STATE/COUNTY-  UT/JUAB
 KO0475  COUNTRY     -  US
 KO0475  USGS QUAD   -  MUD LAKE RESERVOIR (2017)
 KO0475
 KO0475                         *CURRENT SURVEY CONTROL
 KO0475  ______________________________________________________________________
 KO0475* NAD 83(1994) POSITION- 39 45 06.70649(N) 113 44 04.65728(W)   ADJUSTED
 KO0475* NAVD 88 ORTHO HEIGHT -  1456.8   (meters)     4780.    (feet) VERTCON3
 KO0475  ______________________________________________________________________
 KO0475  GEOID HEIGHT    -        -19.618 (meters)                     GEOID18
 KO0475  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 KO0475  HORZ ORDER      -  THIRD
 KO0475
 KO0475.The horizontal coordinates were established by classical geodetic methods
 KO0475.and adjusted by the National Geodetic Survey in November 1997.
 KO0475
 KO0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0475
 KO0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0475.GEOID18 height accuracy estimate available here.
 KO0475
 KO0475.Click photographs - Photos may exist for this station.
 KO0475
 KO0475.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0475
 KO0475. The following values were computed from the NAD 83(1994) position.
 KO0475
 KO0475;                    North         East     Units Scale Factor Converg.
 KO0475;SPC UT C     - 2,159,874.852   308,526.759   MT  0.99989987   -1 25 53.2
 KO0475;SPC UT C     - 7,086,189.41  1,012,224.88   sFT  0.99989987   -1 25 53.2
 KO0475;UTM  12      - 4,403,793.776   265,713.946   MT  1.00027582   -1 44 58.2
 KO0475
 KO0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0475!SPC UT C     -   0.99977459  x   0.99989987  =   0.99967448
 KO0475!UTM  12      -   0.99977459  x   1.00027582  =   1.00005034
 KO0475
 KO0475:                Primary Azimuth Mark                     Grid Az
 KO0475:SPC UT C     -  SPIDER                                   110 01 57.2
 KO0475:UTM  12      -  SPIDER                                   110 21 02.2
 KO0475
 KO0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK6571303793(NAD 83)
 KO0475
 KO0475|---------------------------------------------------------------------|
 KO0475| PID    Reference Object                     Distance      Geod. Az  |
 KO0475|                                                           dddmmss.s |
 KO0475| KO0476 SPIDER                              APPROX.14.2 KM 1083604.0 |
 KO0475|---------------------------------------------------------------------|
 KO0475
 KO0475                          SUPERSEDED SURVEY CONTROL
 KO0475
 KO0475  NAD 83(1986)-  39 45 06.70114(N)    113 44 04.65722(W) AD(       ) 3
 KO0475  NAD 27      -  39 45 06.91078(N)    113 44 01.69100(W) AD(       ) 3
 KO0475  NGVD 29 (07/19/86) 1455.7    (m)         4776.     (f) VERT ANG       
 KO0475
 KO0475.Superseded values are not recommended for survey control.
 KO0475
 KO0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0475.See file dsdata.pdf to determine how the superseded data were derived.
 KO0475
 KO0475_MARKER: DD = SURVEY DISK
 KO0475_SETTING: 80 = SET IN A BOULDER
 KO0475_STAMPING: NIESON 1959
 KO0475_MARK LOGO: USGS
 KO0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0475+STABILITY: SURFACE MOTION
 KO0475
 KO0475  HISTORY     - Date     Condition        Report By
 KO0475  HISTORY     - 1959     MONUMENTED       USGS
 KO0475
 KO0475                          STATION DESCRIPTION
 KO0475
 KO0475'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 KO0475'LOCATED 6 MI. NE. OF TROUT CREEK, 18 MI. SW. OF FISH SPRINGS RANCH, 10
 KO0475'MI. S. OF CALLAO, ON THE S. END OF A LONG LOW SAND RIDGE.
 KO0475'
 KO0475'TO REACH FROM TROUT CREEK POST OFFICE, DRIVE N. ALONG GRAVEL RD. 2.7
 KO0475'MI. TO A T-RD. E., TURN RIGHT AND DRIVE 4.7 MI. E. AND N. ALONG SAND
 KO0475'RD. TO A T-RD. N. PAST FARM HOUSE, DRIVE 1.6 MI. TO A DITCH CROSSING
 KO0475'ON MAIN RD. BENEATH HILL ON RIGHT AND END OF TRUCK TRAVEL, PACK E.
 KO0475'UPGRADE TO TOP OF S. END OF RIDGE AND STATION.  A 2 MINUTE PACK.
 KO0475'
 KO0475'STATION MARK--STANDARD TABLET, STAMPED ---NIESON 1959---, CEMENTED
 KO0475'IN BURIED BOULDER.
 KO0475'
 KO0475'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, CEMENTED IN BOULDER.
 KO0475'
 KO0475'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, CEMENTED IN FLAT ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0458 ***********************************************************************
 KN0458  DESIGNATION -  NINE
 KN0458  PID         -  KN0458
 KN0458  STATE/COUNTY-  UT/CARBON
 KN0458  COUNTRY     -  US
 KN0458  USGS QUAD   -  COWBOY BENCH (2017)
 KN0458
 KN0458                         *CURRENT SURVEY CONTROL
 KN0458  ______________________________________________________________________
 KN0458* NAD 83(1994) POSITION- 39 47 50.39779(N) 110 11 40.95493(W)   ADJUSTED
 KN0458* NAVD 88 ORTHO HEIGHT -  2087.6   (meters)     6849.    (feet) VERTCON3
 KN0458  ______________________________________________________________________
 KN0458  GEOID HEIGHT    -        -17.230 (meters)                     GEOID18
 KN0458  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 KN0458  HORZ ORDER      -  THIRD
 KN0458
 KN0458.The horizontal coordinates were established by classical geodetic methods
 KN0458.and adjusted by the National Geodetic Survey in November 1997.
 KN0458
 KN0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0458
 KN0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0458.GEOID18 height accuracy estimate available here.
 KN0458
 KN0458.Click photographs - Photos may exist for this station.
 KN0458
 KN0458.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0458
 KN0458. The following values were computed from the NAD 83(1994) position.
 KN0458
 KN0458;                    North         East     Units Scale Factor Converg.
 KN0458;SPC UT C     - 2,163,346.522   611,777.347   MT  0.99989904   +0 50 10.1
 KN0458;SPC UT C     - 7,097,579.38  2,007,139.51   sFT  0.99989904   +0 50 10.1
 KN0458;UTM  12      - 4,405,573.649   568,942.540   MT  0.99965851   +0 30 55.7
 KN0458
 KN0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0458!SPC UT C     -   0.99967530  x   0.99989904  =   0.99957437
 KN0458!UTM  12      -   0.99967530  x   0.99965851  =   0.99933392
 KN0458
 KN0458:                Primary Azimuth Mark                     Grid Az
 KN0458:SPC UT C     -  BAD                                      045 28 29.5
 KN0458:UTM  12      -  BAD                                      045 47 43.9
 KN0458
 KN0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK6894205573(NAD 83)
 KN0458
 KN0458|---------------------------------------------------------------------|
 KN0458| PID    Reference Object                     Distance      Geod. Az  |
 KN0458|                                                           dddmmss.s |
 KN0458| KN0456 BAD                                 APPROX.11.9 KM 0461839.6 |
 KN0458|---------------------------------------------------------------------|
 KN0458
 KN0458                          SUPERSEDED SURVEY CONTROL
 KN0458
 KN0458  NAD 83(1993)-  39 47 50.39371(N)    110 11 40.94654(W) AD(       ) 3
 KN0458  NAD 83(1986)-  39 47 50.38105(N)    110 11 40.94643(W) AD(       ) 3
 KN0458  NAD 27      -  39 47 50.51993(N)    110 11 38.39525(W) AD(       ) 3
 KN0458  NGVD 29 (07/19/86) 2086.4    (m)         6845.     (f) VERT ANG       
 KN0458
 KN0458.Superseded values are not recommended for survey control.
 KN0458
 KN0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0458.See file dsdata.pdf to determine how the superseded data were derived.
 KN0458
 KN0458_MARKER: DD = SURVEY DISK
 KN0458_SETTING: 66 = SET IN ROCK OUTCROP
 KN0458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0458+STABILITY: POSITION/ELEVATION WELL
 KN0458
 KN0458  HISTORY     - Date     Condition        Report By
 KN0458  HISTORY     - 1953     MONUMENTED       USGS
 KN0458
 KN0458                          STATION DESCRIPTION
 KN0458
 KN0458'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 KN0458'LOCATED ABOUT 37 MI. SSW. OF ROOSEVELT, 15 MI. W. OF MOUTH OF MINNIE
 KN0458'MAUD CREEK AND GREEN RIVER, 2 MI. NW. OF JUNCTION OF MINNIE MAUD CREEK
 KN0458'AND COTTONWOOD CANYON, ON N. RIM OF NINE MILE CANYON OVERLOOKING
 KN0458'MINNIE MAUD CREEK TO S.
 KN0458'
 KN0458'TO REACH FROM POST OFFICE AT DUCHESNE, DRIVE 18 MI. E. ON U.S. HIGHWAY
 KN0458'40, 25 MI. S. ON UTAH STATE RD. 53, 4.5 MI. E. ON DIRT RD., 1 MI. SW.
 KN0458'CROSS COUNTRY TO END OF SHARP POINT OF RIDGE OVERLOOKING BLUFF AND END
 KN0458'OF TRUCK TRAVEL.  WALK 2.5 MI. S. TO STATION ON E. SIDE OF POINT
 KN0458'OVERLOOKING NINE MILE CANYON.  (45-MINUTE HIKE)
 KN0458'
 KN0458'STATION MARK--STANDARD TABLET, STAMPED ---NINE 1953---, CEMENTED IN
 KN0458'DRILL HOLE IN SANDSTONE BEDROCK.
 KN0458'
 KN0458'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED
 KN0458'---NO 1 1953---, CEMENTED IN DRILL HOLE IN SANDSTONE BEDROCK.
 KN0458'
 KN0458'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED
 KN0458'---NO 2 1953---, CEMENTED IN DRILL HOLE IN SANDSTONE BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0796 ***********************************************************************
 HN0796  DESIGNATION -  NIPPLE
 HN0796  PID         -  HN0796
 HN0796  STATE/COUNTY-  UT/KANE
 HN0796  COUNTRY     -  US
 HN0796  USGS QUAD   -  NIPPLE BUTTE (2017)
 HN0796
 HN0796                         *CURRENT SURVEY CONTROL
 HN0796  ______________________________________________________________________
 HN0796* NAD 83(1994) POSITION- 37 12 21.29411(N) 111 38 48.24270(W)   ADJUSTED
 HN0796* NAVD 88 ORTHO HEIGHT -  1792.9   (meters)     5882.    (feet) VERTCON3
 HN0796  ______________________________________________________________________
 HN0796  GEOID HEIGHT    -        -22.642 (meters)                     GEOID18
 HN0796  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 HN0796  HORZ ORDER      -  SECOND
 HN0796
 HN0796.The horizontal coordinates were established by classical geodetic methods
 HN0796.and adjusted by the National Geodetic Survey in November 1997.
 HN0796
 HN0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0796
 HN0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0796.GEOID18 height accuracy estimate available here.
 HN0796
 HN0796.Click photographs - Photos may exist for this station.
 HN0796
 HN0796.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0796
 HN0796. The following values were computed from the NAD 83(1994) position.
 HN0796
 HN0796;                    North         East     Units Scale Factor Converg.
 HN0796;SPC UT S     - 3,059,857.890   486,974.240   MT  1.00000186   -0 05 23.6
 HN0796;SPC UT S     -10,038,883.76  1,597,681.32   sFT  1.00000186   -0 05 23.6
 HN0796;UTM  12      - 4,117,911.447   442,611.359   MT  0.99964057   -0 23 27.9
 HN0796
 HN0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0796!SPC UT S     -   0.99972227  x   1.00000186  =   0.99972413
 HN0796!UTM  12      -   0.99972227  x   0.99964057  =   0.99936294
 HN0796
 HN0796:                Primary Azimuth Mark                     Grid Az
 HN0796:SPC UT S     -  NIPPLE AZ MK                             293 14 23.4
 HN0796:UTM  12      -  NIPPLE AZ MK                             293 32 27.7
 HN0796
 HN0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG4261117911(NAD 83)
 HN0796
 HN0796|---------------------------------------------------------------------|
 HN0796| PID    Reference Object                     Distance      Geod. Az  |
 HN0796|                                                           dddmmss.s |
 HN0796| CH3803 NIPPLE RM 1                          13.627 METERS 03655     |
 HN0796| CH3804 NIPPLE RM 2                          13.846 METERS 28505     |
 HN0796| CH3802 NIPPLE AZ MK                                       2930859.8 |
 HN0796|---------------------------------------------------------------------|
 HN0796
 HN0796                          SUPERSEDED SURVEY CONTROL
 HN0796
 HN0796  NAD 83(1992)-  37 12 21.29219(N)    111 38 48.24267(W) AD(       ) 2
 HN0796  NAD 83(1986)-  37 12 21.28822(N)    111 38 48.24223(W) AD(       ) 2
 HN0796  NAD 27      -  37 12 21.34043(N)    111 38 45.63916(W) AD(       ) 2
 HN0796  NGVD 29 (07/19/86) 1791.9    (m)         5879.     (f) VERT ANG       
 HN0796
 HN0796.Superseded values are not recommended for survey control.
 HN0796
 HN0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0796.See file dsdata.pdf to determine how the superseded data were derived.
 HN0796
 HN0796_MARKER: DD = SURVEY DISK
 HN0796_SETTING: 66 = SET IN ROCK OUTCROP
 HN0796_STAMPING: NIPPLE 1953
 HN0796_MARK LOGO: USGS
 HN0796_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0796+STABILITY: POSITION/ELEVATION WELL
 HN0796
 HN0796  HISTORY     - Date     Condition        Report By
 HN0796  HISTORY     - 1953     MONUMENTED       USGS
 HN0796  HISTORY     - 1963     GOOD             CGS
 HN0796
 HN0796                          STATION DESCRIPTION
 HN0796
 HN0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0796'THE STATION IS LOCATED ABOUT 39 MILES SOUTH OF ESCALANTE,
 HN0796'UTAH, 23 MILES NORTHWEST OF PAGE, ARIZONA, 15-1/2 MILES
 HN0796'NORTHEAST OF A POINT WHERE U.S. HIGHWAY 89 CROSSES THE PARIA
 HN0796'RIVER, 14-1/2 MILES NORTH OF THE ARIZONA-UTAH STATE LINE,
 HN0796'1 MILE NORTH OF AN OUTSTANDING BUTTE LOCALLY KNOWN AS NIPPLE
 HN0796'BUTTE, AND AT THE HEAD OF NIPPLE CREEK ON THE SOUTHERN-MOST
 HN0796'AND HIGHEST POINT OF A SMALL, ISOLATED MESA, PARTLY COVERED
 HN0796'WITH SCRUB JUNIPER.
 HN0796'
 HN0796'TO REACH THE STATION BY HELICOPTER FROM THE PAGE AIRPORT FLY
 HN0796'NORTHWESTERLY ON A TRUE COURSE OF 333 DEGREES FOR ABOUT 23
 HN0796'MILES TO THE SOUTHEAST RIM OF THE MESA AND THE STATION.  TO
 HN0796'REACH THE AZIMUTH MARK FROM THE STATION PACK WEST ALONG THE
 HN0796'SOUTH RIM FOR 0.4 MILE TO THE MARK.
 HN0796'
 HN0796'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 HN0796'NIPPLE 1953, CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS
 HN0796'FLUSH WITH THE GROUND.  IT IS 14 FEET NORTH OF THE SOUTHERN-MOST
 HN0796'POINT OF THE MESA, 8.5 FEET SOUTH OF A 3-FOOT CAIRN AND 6 FEET
 HN0796'SOUTHEAST OF THE HIGHEST POINT OF THE MESA.
 HN0796'
 HN0796'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NIPPLE USGS
 HN0796'NO 1 1963, CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK
 HN0796'THAT PROJECTS 2 INCHES.  IT IS 36.0 FEET NORTHEAST OF THE
 HN0796'CAIRN, AND 19 FEET NORTHWEST OF THE EDGE OF THE MESA.
 HN0796'
 HN0796'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NIPPLE USGS
 HN0796'NO 2 1963, CEMENTED IN A DRILL HOLE IN THE EAST CORNER OF AN
 HN0796'OUTCROP OF BEDROCK 9 BY 18 FEET IN CROSS SECTION AND PROJECTING
 HN0796'10 INCHES.  IT IS 47.5 FEET WEST OF THE CAIRN AND 17 FEET
 HN0796'NORTHEAST OF THE EDGE OF THE MESA.
 HN0796'
 HN0796'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED NIPPLE USGS 1963,
 HN0796'CEMENTED IN A DRILL HOLE IN BEDROCK 2 BY 3 FEET IN CROSS
 HN0796'SECTION AND FLUSH WITH THE GROUND.  IT IS 320 FEET WEST OF A
 HN0796'LOW, NARROW POINT OF THE MESA, 16 FEET NORTH OF THE SOUTH
 HN0796'RIM, AND 3.0 FEET SOUTHEAST OF A 2 FOOT CAIRN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DF4638 ***********************************************************************
 DF4638  DESIGNATION -  NORDIC
 DF4638  PID         -  DF4638
 DF4638  STATE/COUNTY-  UT/SALT LAKE
 DF4638  COUNTRY     -  US
 DF4638  USGS QUAD   -  BRIGHTON (2017)
 DF4638
 DF4638                         *CURRENT SURVEY CONTROL
 DF4638  ______________________________________________________________________
 DF4638* NAD 83(2011) POSITION- 40 36 13.08010(N) 111 34 57.37071(W)   NO CHECK
 DF4638* NAD 83(2011) ELLIP HT-  2642.171 (meters)        (06/27/12)   NO CHECK
 DF4638* NAD 83(2011) EPOCH   -  2010.00
 DF4638* NAVD 88 ORTHO HEIGHT -  2657.6   (meters)     8719.    (feet) GPS OBS
 DF4638  ______________________________________________________________________
 DF4638  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF4638  GEOID HEIGHT    -        -15.298 (meters)                     GEOID99
 DF4638  GEOID HEIGHT    -        -15.450 (meters)                     GEOID18
 DF4638  NAD 83(2011) X  - -1,784,534.807 (meters)                     COMP
 DF4638  NAD 83(2011) Y  - -4,511,221.904 (meters)                     COMP
 DF4638  NAD 83(2011) Z  -  4,130,823.456 (meters)                     COMP
 DF4638  LAPLACE CORR    -          7.62  (seconds)                    DEFLEC18
 DF4638
 DF4638  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF4638  Standards:
 DF4638         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF4638            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF4638  -------------------------------------------------------------------
 DF4638  NETWORK    1.29   2.08           0.58   0.46   1.06      0.00718881
 DF4638  -------------------------------------------------------------------
 DF4638  Click here for local accuracies and other accuracy information.
 DF4638
 DF4638.The horizontal coordinates were established by GPS observations
 DF4638.and adjusted by the National Geodetic Survey in June 2012.
 DF4638
 DF4638.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF4638.been affixed to the stable North American tectonic plate. See 
 DF4638.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF4638
 DF4638.The horizontal coordinates are valid at the epoch date displayed above
 DF4638.which is a decimal equivalence of Year/Month/Day.
 DF4638
 DF4638.No horizontal observational check was made to the station.
 DF4638
 DF4638.The orthometric height was determined by GPS observations and a
 DF4638.high-resolution geoid model.
 DF4638
 DF4638.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4638.GEOID18 height accuracy estimate available here.
 DF4638
 DF4638.Click photographs - Photos may exist for this station.
 DF4638
 DF4638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4638
 DF4638.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF4638
 DF4638.The ellipsoidal height was determined by GPS observations
 DF4638.and is referenced to NAD 83.
 DF4638
 DF4638. The following values were computed from the NAD 83(2011) position.
 DF4638
 DF4638;                    North         East     Units Scale Factor Converg.
 DF4638;SPC UT C     - 2,252,058.035   493,008.796   MT  0.99998879   -0 03 10.5
 DF4638;SPC UT C     - 7,388,627.07  1,617,479.69   sFT  0.99998879   -0 03 10.5
 DF4638;UTM  12      - 4,494,921.221   450,709.718   MT  0.99962990   -0 22 45.0
 DF4638
 DF4638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4638!SPC UT C     -   0.99958570  x   0.99998879  =   0.99957450
 DF4638!UTM  12      -   0.99958570  x   0.99962990  =   0.99921575
 DF4638
 DF4638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK5070994921(NAD 83)
 DF4638
 DF4638                          SUPERSEDED SURVEY CONTROL
 DF4638
 DF4638  NAD 83(2007)-  40 36 13.07979(N)    111 34 57.37155(W) AD(2002.00) 0
 DF4638  ELLIP H (02/10/07) 2642.191  (m)                       GP(2002.00)    
 DF4638  NAD 83(1994)-  40 36 13.07954(N)    111 34 57.37116(W) AD(       ) 1
 DF4638  ELLIP H (03/31/03) 2642.203  (m)                       GP(       ) 4 2
 DF4638
 DF4638.Superseded values are not recommended for survey control.
 DF4638
 DF4638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4638.See file dsdata.pdf to determine how the superseded data were derived.
 DF4638
 DF4638_MARKER: DD = SURVEY DISK
 DF4638_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 DF4638_SP_SET: HAS RING AND LID
 DF4638_STAMPING: GPS NORDIC 1990
 DF4638_MARK LOGO: SLCS
 DF4638_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF4638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4638+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DF4638
 DF4638  HISTORY     - Date     Condition        Report By
 DF4638  HISTORY     - 1990     MONUMENTED       SLCS
 DF4638  HISTORY     - 2002     GOOD             SLCS
 DF4638
 DF4638                          STATION DESCRIPTION
 DF4638
 DF4638'DESCRIBED BY SALT LAKE COUNTY SURVEYOR 2002
 DF4638'FROM THE INTERSECTION OF 6200 SOUTH AND THE I-215(EAST BELT)
 DF4638'INTERSTATE FREEWAY, GO EAST ON 6200 SOUTH 0.7 MILES TO WASATCH BLVD,
 DF4638'THEN CONTINUE SOUTH ON WASATCH 1 MILE TO BIG COTTONWOOD CANYON (HWY
 DF4638'190), TURN LEFT (EAST), GO 14.3 MILES TO THE BEGINNING OF THE BRIGHTON
 DF4638'LOOP.
 DF4638'
 DF4638'THE MONUMENT IS IN THE PAINTED TRAFFIC ISLAND AT THE BEGINNING OF THE
 DF4638'LOOP UNDER A RING AND LID.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0779 ***********************************************************************
 HN0779  DESIGNATION -  NORTH
 HN0779  PID         -  HN0779
 HN0779  STATE/COUNTY-  UT/KANE
 HN0779  COUNTRY     -  US
 HN0779  USGS QUAD   -  SHIP MOUNTAIN POINT (2017)
 HN0779
 HN0779                         *CURRENT SURVEY CONTROL
 HN0779  ______________________________________________________________________
 HN0779* NAD 83(1994) POSITION- 37 18 18.53993(N) 111 33 22.92718(W)   ADJUSTED
 HN0779* NAVD 88 ORTHO HEIGHT -  1988.1   (meters)     6523.    (feet) VERTCON3
 HN0779  ______________________________________________________________________
 HN0779  GEOID HEIGHT    -        -22.237 (meters)                     GEOID18
 HN0779  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 HN0779  HORZ ORDER      -  SECOND
 HN0779
 HN0779.The horizontal coordinates were established by classical geodetic methods
 HN0779.and adjusted by the National Geodetic Survey in November 1997.
 HN0779
 HN0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0779
 HN0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0779.GEOID18 height accuracy estimate available here.
 HN0779
 HN0779.Click photographs - Photos may exist for this station.
 HN0779
 HN0779.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0779
 HN0779. The following values were computed from the NAD 83(1994) position.
 HN0779
 HN0779;                    North         East     Units Scale Factor Converg.
 HN0779;SPC UT S     - 3,070,862.444   495,002.723   MT  0.99998601   -0 02 04.3
 HN0779;SPC UT S     -10,074,987.87  1,624,021.43   sFT  0.99998601   -0 02 04.3
 HN0779;UTM  12      - 4,128,869.609   450,694.824   MT  0.99962994   -0 20 13.9
 HN0779
 HN0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0779!SPC UT S     -   0.99969160  x   0.99998601  =   0.99967762
 HN0779!UTM  12      -   0.99969160  x   0.99962994  =   0.99932166
 HN0779
 HN0779:                Primary Azimuth Mark                     Grid Az
 HN0779:SPC UT S     -  FLAT                                     256 08 12.0
 HN0779:UTM  12      -  FLAT                                     256 26 21.6
 HN0779
 HN0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG5069428869(NAD 83)
 HN0779
 HN0779|---------------------------------------------------------------------|
 HN0779| PID    Reference Object                     Distance      Geod. Az  |
 HN0779|                                                           dddmmss.s |
 HN0779| HN0781 FLAT                                APPROX.16.7 KM 2560607.7 |
 HN0779|---------------------------------------------------------------------|
 HN0779
 HN0779                          SUPERSEDED SURVEY CONTROL
 HN0779
 HN0779  NAD 83(1992)-  37 18 18.53692(N)    111 33 22.92783(W) AD(       ) 2
 HN0779  NAD 83(1986)-  37 18 18.53390(N)    111 33 22.92800(W) AD(       ) 2
 HN0779  NAD 27      -  37 18 18.58185(N)    111 33 20.33105(W) AD(       ) 2
 HN0779  NGVD 29 (07/19/86) 1987.0    (m)         6519.     (f) VERT ANG       
 HN0779
 HN0779.Superseded values are not recommended for survey control.
 HN0779
 HN0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0779.See file dsdata.pdf to determine how the superseded data were derived.
 HN0779
 HN0779_MARKER: DB = BENCH MARK DISK
 HN0779_SETTING: 80 = SET IN A BOULDER
 HN0779_STAMPING: NORTH 1953
 HN0779_MARK LOGO: USGS
 HN0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0779+STABILITY: SURFACE MOTION
 HN0779
 HN0779  HISTORY     - Date     Condition        Report By
 HN0779  HISTORY     - 1953     MONUMENTED       USGS
 HN0779  HISTORY     - 1963     GOOD             CGS
 HN0779  HISTORY     - 1963     GOOD             CGS
 HN0779
 HN0779                          STATION DESCRIPTION
 HN0779
 HN0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0779'THE STATION IS LOCATED ABOUT 33 MILES SOUTHEAST OF TROPIC,
 HN0779'26 MILES NORTH-NORTHWEST OF PAGE, ARIZONA, 22 MILES EAST-NORTHEAST
 HN0779'OF PARIA, ON A HIGH, PROMINENT, NARROW EAST-WEST BUTTE KNOWN
 HN0779'AS SMOKY MOUNTAIN SITUATED ON THE DIVIDE BETWEEN LAST CHANCE CREEK
 HN0779'AND WARM CREEK.  THIS BUTTE IS DISTINGUISHED BY A LARGE
 HN0779'BOAT-SHAPED ROCK (AS VIEWED FROM NORTH OR SOUTH) ABOUT 300 FEET
 HN0779'WEST OF THE EAST EDGE OF THE BUTTE.  THE STATION IS ON THE EAST
 HN0779'END OF THIS ROCK.
 HN0779'
 HN0779'THE MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 HN0779'NORTH 1953, IS CEMENTED IN A DRILL HOLE IN SOLID ROCK.
 HN0779'
 HN0779'THE STATION WAS REACHED BY HELICOPTER.
 HN0779
 HN0779                          STATION RECOVERY (1963)
 HN0779
 HN0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HN0779'RECOVERED.
 HN0779'
 HN0779'STATION MARK--STANDARD TABLET, STAMPED ---NORTH 1953---, CEMENTED IN
 HN0779'DRILL HOLE IN SOLID ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5836 ***********************************************************************
 AI5836  DESIGNATION -  NORTH ANTELOPE ISLAND GPS BASE STA ARP
 AI5836  PID         -  AI5836
 AI5836  STATE/COUNTY-  UT/DAVIS
 AI5836  COUNTRY     -  US
 AI5836  USGS QUAD   -  ANTELOPE ISLAND NORTH (2017)
 AI5836
 AI5836                         *CURRENT SURVEY CONTROL
 AI5836  ______________________________________________________________________
 AI5836* NAD 83(2011) POSITION- 41 00 56.40214(N) 112 13 46.60617(W)   ADJUSTED
 AI5836* NAD 83(2011) ELLIP HT-  1456.462 (meters)        (06/27/12)   ADJUSTED
 AI5836* NAD 83(2011) EPOCH   -  2010.00
 AI5836* NAVD 88 ORTHO HEIGHT -  1473.5   (meters)     4834.    (feet) GPS OBS
 AI5836  ______________________________________________________________________
 AI5836  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5836  GEOID HEIGHT    -        -17.000 (meters)                     GEOID09
 AI5836  GEOID HEIGHT    -        -16.986 (meters)                     GEOID18
 AI5836  NAD 83(2011) X  - -1,823,706.285 (meters)                     COMP
 AI5836  NAD 83(2011) Y  - -4,462,261.898 (meters)                     COMP
 AI5836  NAD 83(2011) Z  -  4,164,691.999 (meters)                     COMP
 AI5836  LAPLACE CORR    -          5.02  (seconds)                    DEFLEC18
 AI5836
 AI5836  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5836  Standards:
 AI5836         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5836            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5836  -------------------------------------------------------------------
 AI5836  NETWORK    0.16   0.31           0.07   0.06   0.16     -0.03488996
 AI5836  -------------------------------------------------------------------
 AI5836  Click here for local accuracies and other accuracy information.
 AI5836
 AI5836.The horizontal coordinates were established by GPS observations
 AI5836.and adjusted by the National Geodetic Survey in June 2012.
 AI5836
 AI5836.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5836.been affixed to the stable North American tectonic plate. See 
 AI5836.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5836
 AI5836.The horizontal coordinates are valid at the epoch date displayed above
 AI5836.which is a decimal equivalence of Year/Month/Day.
 AI5836
 AI5836.The orthometric height was determined by GPS observations and a
 AI5836.high-resolution geoid model.
 AI5836
 AI5836.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5836.GEOID18 height accuracy estimate available here.
 AI5836
 AI5836.Click photographs - Photos may exist for this station.
 AI5836
 AI5836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5836
 AI5836.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5836
 AI5836.The ellipsoidal height was determined by GPS observations
 AI5836.and is referenced to NAD 83.
 AI5836
 AI5836. The following values were computed from the NAD 83(2011) position.
 AI5836
 AI5836;                    North         East     Units Scale Factor Converg.
 AI5836;SPC UT N     - 1,076,030.177   438,631.284   MT  0.99996521   -0 28 51.9
 AI5836;SPC UT N     - 3,530,275.67  1,439,076.14   sFT  0.99996521   -0 28 51.9
 AI5836;UTM  12      - 4,541,224.403   396,611.053   MT  0.99973156   -0 48 25.3
 AI5836
 AI5836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5836!SPC UT N     -   0.99977159  x   0.99996521  =   0.99973681
 AI5836!UTM  12      -   0.99977159  x   0.99973156  =   0.99950321
 AI5836
 AI5836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL9661141224(NAD 83)
 AI5836
 AI5836                          SUPERSEDED SURVEY CONTROL
 AI5836
 AI5836  NAD 83(2007)-  41 00 56.40185(N)    112 13 46.60666(W) AD(2002.00) 0
 AI5836  ELLIP H (02/10/07) 1456.474  (m)                       GP(2002.00)    
 AI5836  NAD 83(1994)-  41 00 56.40137(N)    112 13 46.60622(W) AD(       ) A
 AI5836  ELLIP H (06/28/00) 1456.493  (m)                       GP(       ) 4 1
 AI5836  NAVD 88 (06/28/00) 1473.5    (m)  GEOID99  model used  GPS OBS        
 AI5836
 AI5836.Superseded values are not recommended for survey control.
 AI5836
 AI5836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5836.See file dsdata.pdf to determine how the superseded data were derived.
 AI5836
 AI5836_MARKER: Z = SEE DESCRIPTION
 AI5836_SETTING: 0 = UNSPECIFIED SETTING
 AI5836_MARK LOGO: NONE
 AI5836_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5836+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1999
 AI5836
 AI5836  HISTORY     - Date     Condition        Report By
 AI5836  HISTORY     - 1997     MONUMENTED
 AI5836  HISTORY     - 19990615 GOOD             NGS
 AI5836
 AI5836                          STATION DESCRIPTION
 AI5836
 AI5836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AI5836'THE STATION IS A GPS BASE STATION ARP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1035 ***********************************************************************
 LO1035  DESIGNATION -  NORTH BURRO=12707
 LO1035  PID         -  LO1035
 LO1035  STATE/COUNTY-  UT/SUMMIT
 LO1035  COUNTRY     -  US
 LO1035  USGS QUAD   -  FOX LAKE (2017)
 LO1035
 LO1035                         *CURRENT SURVEY CONTROL
 LO1035  ______________________________________________________________________
 LO1035* NAD 83(1994) POSITION- 40 50 37.28585(N) 110 10 28.38814(W)   ADJUSTED
 LO1035* NAVD 88 ORTHO HEIGHT -  3867.9   (meters)    12690.    (feet) VERTCON3
 LO1035  ______________________________________________________________________
 LO1035  GEOID HEIGHT    -        -11.807 (meters)                     GEOID18
 LO1035  LAPLACE CORR    -         -4.70  (seconds)                    DEFLEC18
 LO1035  HORZ ORDER      -  THIRD
 LO1035
 LO1035.The horizontal coordinates were established by classical geodetic methods
 LO1035.and adjusted by the National Geodetic Survey in November 1997.
 LO1035
 LO1035.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1035
 LO1035.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1035.GEOID18 height accuracy estimate available here.
 LO1035
 LO1035.Click photographs - Photos may exist for this station.
 LO1035
 LO1035.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1035
 LO1035. The following values were computed from the NAD 83(1994) position.
 LO1035
 LO1035;                    North         East     Units Scale Factor Converg.
 LO1035;SPC UT N     - 1,057,527.068   611,773.471   MT  0.99998193   +0 52 26.2
 LO1035;SPC UT N     - 3,469,570.06  2,007,126.80   sFT  0.99998193   +0 52 26.2
 LO1035;UTM  12      - 4,521,733.292   569,585.516   MT  0.99965960   +0 32 23.5
 LO1035
 LO1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1035!SPC UT N     -   0.99939549  x   0.99998193  =   0.99937743
 LO1035!UTM  12      -   0.99939549  x   0.99965960  =   0.99905530
 LO1035
 LO1035:                Primary Azimuth Mark                     Grid Az
 LO1035:SPC UT N     -  CLEVE                                    158 13 34.3
 LO1035:UTM  12      -  CLEVE                                    158 33 37.0
 LO1035
 LO1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL6958521733(NAD 83)
 LO1035
 LO1035|---------------------------------------------------------------------|
 LO1035| PID    Reference Object                     Distance      Geod. Az  |
 LO1035|                                                           dddmmss.s |
 LO1035| LO1034 CLEVE                               APPROX. 9.9 KM 1590600.5 |
 LO1035|---------------------------------------------------------------------|
 LO1035
 LO1035                          SUPERSEDED SURVEY CONTROL
 LO1035
 LO1035  NAD 83(1993)-  40 50 37.28560(N)    110 10 28.38830(W) AD(       ) 3
 LO1035  NAD 83(1986)-  40 50 37.26773(N)    110 10 28.37697(W) AD(       ) 3
 LO1035  NAD 27      -  40 50 37.46221(N)    110 10 25.78570(W) AD(       ) 3
 LO1035  NGVD 29 (07/19/86) 3866.1    (m)        12684.     (f) VERT ANG       
 LO1035
 LO1035.Superseded values are not recommended for survey control.
 LO1035
 LO1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1035.See file dsdata.pdf to determine how the superseded data were derived.
 LO1035
 LO1035
 LO1035  HISTORY     - Date     Condition        Report By
 LO1035  HISTORY     - 1961     MONUMENTED       USGS
 LO1035  HISTORY     - 1961     GOOD             USGS
 LO1035
 LO1035                          STATION DESCRIPTION
 LO1035
 LO1035'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 LO1035'LOCATED ABOUT 2 MI. AIR N. OF SUMMIT-DUCHESNE COUNTY LINE, IN T.1 N.,
 LO1035'R 16 E., SEC.6, ON THE NORTHERN PORTION OF BURRO PEAK, WHICH HAS
 LO1035'SEVERAL SUMMITS, THIS IS NOT THE HIGHEST ONE.
 LO1035'
 LO1035'REACHED BY HELICOPTER.
 LO1035'
 LO1035'STATION MARK - AN ALUMINUM BOLT STAMPED ---VA 12707--- CEMENTED IN
 LO1035'PLACE IN LARGE BOULDER.
 LO1035'
 LO1035'REFERENCE MARK - HAS BEEN DESTROYED.
 LO1035'
 LO1035'REFERENCE MARK NO.1 - STAMPED ---NORTH BURRO RM NO.1 1961--- CEMENTED
 LO1035'IN PLACE IN A LARGE BOULDER.
 LO1035'
 LO1035'REFERENCE MARK NO.2 - A COPPER NAIL AND WASHER CEMENTED IN DRILL HOLE
 LO1035'IN LARGE BOULDER.
 LO1035'
 LO1035'COMPUTERS NOTE - ALUMINUM BOLT WAS STAMPED ---USGS--- BY USGS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5820 ***********************************************************************
 AI5820  CBN         -  This is a Cooperative Base Network Control Station.
 AI5820  DESIGNATION -  NORTH CEDAR CITY
 AI5820  PID         -  AI5820
 AI5820  STATE/COUNTY-  UT/IRON
 AI5820  COUNTRY     -  US
 AI5820  USGS QUAD   -  CEDAR CITY (2017)
 AI5820
 AI5820                         *CURRENT SURVEY CONTROL
 AI5820  ______________________________________________________________________
 AI5820* NAD 83(2011) POSITION- 37 44 15.24126(N) 113 02 38.87930(W)   ADJUSTED
 AI5820* NAD 83(2011) ELLIP HT-  1714.010 (meters)        (06/27/12)   ADJUSTED
 AI5820* NAD 83(2011) EPOCH   -  2010.00
 AI5820* NAVD 88 ORTHO HEIGHT -  1735.4   (meters)     5694.    (feet) GPS OBS
 AI5820  ______________________________________________________________________
 AI5820  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5820  GEOID HEIGHT    -        -21.419 (meters)                     GEOID09
 AI5820  GEOID HEIGHT    -        -21.432 (meters)                     GEOID18
 AI5820  NAD 83(2011) X  - -1,977,424.171 (meters)                     COMP
 AI5820  NAD 83(2011) Y  - -4,648,560.802 (meters)                     COMP
 AI5820  NAD 83(2011) Z  -  3,883,498.472 (meters)                     COMP
 AI5820  LAPLACE CORR    -         10.67  (seconds)                    DEFLEC18
 AI5820
 AI5820  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5820  Standards:
 AI5820         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5820            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5820  -------------------------------------------------------------------
 AI5820  NETWORK    0.75   1.22           0.33   0.28   0.62     -0.09598127
 AI5820  -------------------------------------------------------------------
 AI5820  Click here for local accuracies and other accuracy information.
 AI5820
 AI5820.The horizontal coordinates were established by GPS observations
 AI5820.and adjusted by the National Geodetic Survey in June 2012.
 AI5820
 AI5820.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5820.been affixed to the stable North American tectonic plate. See 
 AI5820.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5820
 AI5820.The horizontal coordinates are valid at the epoch date displayed above
 AI5820.which is a decimal equivalence of Year/Month/Day.
 AI5820
 AI5820.The orthometric height was determined by GPS observations and a
 AI5820.high-resolution geoid model.
 AI5820
 AI5820.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5820.GEOID18 height accuracy estimate available here.
 AI5820
 AI5820.Click photographs - Photos may exist for this station.
 AI5820
 AI5820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5820
 AI5820.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5820
 AI5820.The ellipsoidal height was determined by GPS observations
 AI5820.and is referenced to NAD 83.
 AI5820
 AI5820. The following values were computed from the NAD 83(2011) position.
 AI5820
 AI5820;                    North         East     Units Scale Factor Converg.
 AI5820;SPC UT S     - 3,119,975.698   363,905.868   MT  0.99995162   -0 56 45.9
 AI5820;SPC UT S     -10,236,120.27  1,193,914.50   sFT  0.99995162   -0 56 45.9
 AI5820;UTM  12      - 4,178,665.162   319,883.224   MT  0.99999960   -1 15 05.2
 AI5820
 AI5820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5820!SPC UT S     -   0.99973111  x   0.99995162  =   0.99968274
 AI5820!UTM  12      -   0.99973111  x   0.99999960  =   0.99973071
 AI5820
 AI5820_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG1988378665(NAD 83)
 AI5820
 AI5820                          SUPERSEDED SURVEY CONTROL
 AI5820
 AI5820  NAD 83(2007)-  37 44 15.24082(N)    113 02 38.87945(W) AD(2002.00) 0
 AI5820  ELLIP H (02/10/07) 1714.017  (m)                       GP(2002.00)    
 AI5820  NAD 83(1994)-  37 44 15.24019(N)    113 02 38.87799(W) AD(       ) A
 AI5820  ELLIP H (06/28/00) 1714.024  (m)                       GP(       ) 4 1
 AI5820  NAVD 88 (06/28/00) 1735.4    (m)  GEOID99  model used  GPS OBS        
 AI5820
 AI5820.Superseded values are not recommended for survey control.
 AI5820
 AI5820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5820.See file dsdata.pdf to determine how the superseded data were derived.
 AI5820
 AI5820_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 AI5820_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI5820_STAMPING: NCDC CBN 99
 AI5820_MARK LOGO: NONE
 AI5820_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5820+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5820
 AI5820  HISTORY     - Date     Condition        Report By
 AI5820  HISTORY     - 1999     MONUMENTED       CCC
 AI5820
 AI5820                          STATION DESCRIPTION
 AI5820
 AI5820'DESCRIBED BY CEDAR CITY CORPORATION 1999 (CN)
 AI5820'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) SOUTHWEST OF PAROWAN
 AI5820'AND 6.4 KM (3.95 MI) NORTH OF CEDAR CITY.  OWNERSHIP--UDOT.  TO REACH
 AI5820'FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 AND STATE HIGHWAY 130 NORTH
 AI5820'OF CEDAR CITY, GO NORTH ON HIGHWAY 130 FOR 1.3 KM (0.80 MI) TO A
 AI5820'CROSSROAD.  TURN RIGHT AND GO EAST ON WEST 3000 NORTH FOR 0.40 KM
 AI5820'(0.25 MI) TO AN INTERSECTION.  TURN LEFT AND GO NORTHEAST ON OLD US
 AI5820'HIGHWAY 91, FRONTAGE ROAD, FOR 0.89 KM (0.55 MI) TO THE STATION ON THE
 AI5820'RIGHT ON A MOUND BETWEEN HIGHWAY 15 AND OLD HWY 91.  THE STATION IS AN
 AI5820'ALUMINUM CAP RIVETED TO A 6.5 CM (2.5 IN) BY 0.91 M (2.99 FT) PIPE
 AI5820'BURIED IN CONCRETE AND IS FLUSH WITH THE GROUND.  IT IS 6.1 M (20.0
 AI5820'FT) SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0450 ***********************************************************************
 KO0450  DESIGNATION -  NORTH END
 KO0450  PID         -  KO0450
 KO0450  STATE/COUNTY-  UT/MILLARD
 KO0450  COUNTRY     -  US
 KO0450  USGS QUAD   -  LONG RIDGE SW (2017)
 KO0450
 KO0450                         *CURRENT SURVEY CONTROL
 KO0450  ______________________________________________________________________
 KO0450* NAD 83(1994) POSITION- 39 06 46.49375(N) 113 09 48.07908(W)   ADJUSTED
 KO0450* NAVD 88 ORTHO HEIGHT -  1413.2   (meters)     4636.    (feet) VERTCON3
 KO0450  ______________________________________________________________________
 KO0450  GEOID HEIGHT    -        -20.196 (meters)                     GEOID18
 KO0450  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 KO0450  HORZ ORDER      -  FIRST
 KO0450
 KO0450.The horizontal coordinates were established by classical geodetic methods
 KO0450.and adjusted by the National Geodetic Survey in November 1997.
 KO0450
 KO0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0450
 KO0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0450.GEOID18 height accuracy estimate available here.
 KO0450
 KO0450.Click photographs - Photos may exist for this station.
 KO0450
 KO0450.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0450
 KO0450. The following values were computed from the NAD 83(1994) position.
 KO0450
 KO0450;                    North         East     Units Scale Factor Converg.
 KO0450;SPC UT C     - 2,087,887.156   356,150.320   MT  0.99997763   -1 03 55.8
 KO0450;SPC UT C     - 6,850,009.78  1,168,469.84   sFT  0.99997763   -1 03 55.8
 KO0450;UTM  12      - 4,331,535.177   312,960.208   MT  1.00003078   -1 21 54.5
 KO0450
 KO0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0450!SPC UT C     -   0.99978149  x   0.99997763  =   0.99975913
 KO0450!UTM  12      -   0.99978149  x   1.00003078  =   0.99981227
 KO0450
 KO0450:                Primary Azimuth Mark                     Grid Az
 KO0450:SPC UT C     -  NORTH END AZ MK                          118 07 33.0
 KO0450:UTM  12      -  NORTH END AZ MK                          118 25 31.7
 KO0450
 KO0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ1296031535(NAD 83)
 KO0450
 KO0450|---------------------------------------------------------------------|
 KO0450| PID    Reference Object                     Distance      Geod. Az  |
 KO0450|                                                           dddmmss.s |
 KO0450| CM5679 NORTH END RM 1                       25.418 METERS 10207     |
 KO0450| CM5678 NORTH END AZ MK                                    1170337.2 |
 KO0450| CM5680 NORTH END RM 2                       20.684 METERS 20021     |
 KO0450|---------------------------------------------------------------------|
 KO0450
 KO0450                          SUPERSEDED SURVEY CONTROL
 KO0450
 KO0450  NAD 83(1986)-  39 06 46.48903(N)    113 09 48.07443(W) AD(       ) 1
 KO0450  NAD 27      -  39 06 46.65320(N)    113 09 45.20580(W) AD(       ) 1
 KO0450  NGVD 29 (07/19/86) 1412.1    (m)         4633.     (f) VERT ANG       
 KO0450
 KO0450.Superseded values are not recommended for survey control.
 KO0450
 KO0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0450.See file dsdata.pdf to determine how the superseded data were derived.
 KO0450
 KO0450_MARKER: DS = TRIANGULATION STATION DISK
 KO0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0450_STAMPING: NORTH END 1957
 KO0450_MARK LOGO: CGS
 KO0450_PROJECTION: PROJECTING
 KO0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0450+STABILITY: SURFACE MOTION
 KO0450
 KO0450  HISTORY     - Date     Condition        Report By
 KO0450  HISTORY     - 1957     MONUMENTED       CGS
 KO0450  HISTORY     - 1972     GOOD             USGS
 KO0450
 KO0450                          STATION DESCRIPTION
 KO0450
 KO0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0450'THE STATION IS LOCATED NEAR THE SOUTH END OF A LOW BENCH
 KO0450'OVERLOOKING THE FLAT LAND NORTH OF SEVIER LAKE, AIRLINE ABOUT
 KO0450'2 MILES NORTHWEST OF THE NORTHWEST EDGE OF SEVIER LAKE, 1 MILE
 KO0450'NORTHWEST OF U.S. HIGHWAYS 6 AND 50, 12 MILES EAST OF NOTCH
 KO0450'PEAK, AND 36 MILES WEST-SOUTHWEST OF DELTA.
 KO0450'
 KO0450'TO REACH THE STATION FROM THE POST OFFICE IN DELTA GO SOUTH
 KO0450'ABOUT 50 YARDS TO AN INTERSECTION.  TURN RIGHT ONTO U.S.
 KO0450'HIGHWAYS 6 AND 50 AND GO WEST AND SOUTHWEST 31.6 MILES TO A
 KO0450'WINDMILL ON THE RIGHT.  CONTINUE SOUTHWEST ON THE HIGHWAY
 KO0450'3.2 MILES TO A SIDE ROAD AND THE AZIMUTH MARK ON THE RIGHT.
 KO0450'TURN RIGHT ONTO A DIRT ROAD AND GO NORTHWEST 1.2 MILES TO A WIRE
 KO0450'GATE.  PASS THROUGH THE GATE AND GO WEST 0.25 MILE TO A
 KO0450'SIDE ROAD ON THE LEFT.  TURN LEFT ONTO A DIM ROAD AND GO
 KO0450'SOUTH 0.65 MILE TO THE END OF THE ROAD AND THE STATION.
 KO0450'
 KO0450'THE STATION MARK IS A STANDARD DISK STAMPED NORTH END 1957
 KO0450'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 KO0450'3 INCHES ABOVE THE GROUND.  IT IS 8 FEET SOUTHEAST OF A
 KO0450'WITNESS POST AND ABOUT 200 FEET NORTH OF THE SOUTH EDGE OF THE
 KO0450'BENCH WHERE IT BREAKS OFF SHARPLY TOWARDS THE FLAT ABOUT 20
 KO0450'FEET BELOW.
 KO0450'
 KO0450'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED NORTH END
 KO0450'NO 1 1957 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 KO0450'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 1 FOOT LOWER
 KO0450'THAN THE STATION.
 KO0450'
 KO0450'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED NORTH END
 KO0450'NO 2 1957 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 KO0450'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 1 FOOT HIGHER
 KO0450'THAN THE STATION.
 KO0450'
 KO0450'THE AZIMUTH MARK IS LOCATED ON THE NORTHWEST SIDE OF U.S.
 KO0450'HIGHWAYS 6 AND 50 AND IS A STANDARD DISK STAMPED NORTH END
 KO0450'1957 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 KO0450'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 21 FEET SOUTHWEST
 KO0450'OF THE CENTERLINE OF A DIRT ROAD AND 29 FEET NORTHWEST OF THE
 KO0450'CENTERLINE OF THE HIGHWAY.
 KO0450
 KO0450                          STATION RECOVERY (1972)
 KO0450
 KO0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KO0450'RECOVERED IN GOOD CONDITION.
 KO0450'
 KO0450'STATION MARK--STANDARD DISK, STAMPED ---NORTH END 1957---, SET IN
 KO0450'THE TOP OF A 10 IN. SQUARE CONCRETE POST THAT PROJECTS 3 IN. ABOVE
 KO0450'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0880 ***********************************************************************
 HN0880  DESIGNATION -  NORTH GULCH
 HN0880  PID         -  HN0880
 HN0880  STATE/COUNTY-  UT/SAN JUAN
 HN0880  COUNTRY     -  US
 HN0880  USGS QUAD   -  BURNT SPRING (2017)
 HN0880
 HN0880                         *CURRENT SURVEY CONTROL
 HN0880  ______________________________________________________________________
 HN0880* NAD 83(1994) POSITION- 37 27 37.37519(N) 110 27 35.06085(W)   ADJUSTED
 HN0880* NAVD 88 ORTHO HEIGHT -  1574.4   (meters)     5165.    (feet) VERTCON3
 HN0880  ______________________________________________________________________
 HN0880  GEOID HEIGHT    -        -21.886 (meters)                     GEOID18
 HN0880  LAPLACE CORR    -          8.12  (seconds)                    DEFLEC18
 HN0880  HORZ ORDER      -  SECOND
 HN0880
 HN0880.The horizontal coordinates were established by classical geodetic methods
 HN0880.and adjusted by the National Geodetic Survey in November 1997.
 HN0880
 HN0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0880
 HN0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0880.GEOID18 height accuracy estimate available here.
 HN0880
 HN0880.Click photographs - Photos may exist for this station.
 HN0880
 HN0880.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0880
 HN0880. The following values were computed from the NAD 83(1994) position.
 HN0880
 HN0880;                    North         East     Units Scale Factor Converg.
 HN0880;SPC UT S     - 3,088,600.792   592,029.187   MT  0.99996716   +0 38 14.5
 HN0880;SPC UT S     -10,133,184.43  1,942,349.09   sFT  0.99996716   +0 38 14.5
 HN0880;UTM  12      - 4,146,083.040   547,779.103   MT  0.99962812   +0 19 43.0
 HN0880
 HN0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0880!SPC UT S     -   0.99975643  x   0.99996716  =   0.99972360
 HN0880!UTM  12      -   0.99975643  x   0.99962812  =   0.99938464
 HN0880
 HN0880:                Primary Azimuth Mark                     Grid Az
 HN0880:SPC UT S     -  NORTH GULCH AZ MK                        287 31 09.5
 HN0880:UTM  12      -  NORTH GULCH AZ MK                        287 49 41.0
 HN0880
 HN0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG4777946083(NAD 83)
 HN0880
 HN0880|---------------------------------------------------------------------|
 HN0880| PID    Reference Object                     Distance      Geod. Az  |
 HN0880|                                                           dddmmss.s |
 HN0880| CM7722 NORTH GULCH RM 1                     28.090 METERS 14340     |
 HN0880| CM7723 NORTH GULCH RM 2                     22.455 METERS 23050     |
 HN0880| HN0879 NORTH GULCH AZ MK                   APPROX. 2.3 KM 2880924.0 |
 HN0880|---------------------------------------------------------------------|
 HN0880
 HN0880                          SUPERSEDED SURVEY CONTROL
 HN0880
 HN0880  NAD 83(1986)-  37 27 37.37053(N)    110 27 35.06142(W) AD(       ) 2
 HN0880  NAD 27      -  37 27 37.40048(N)    110 27 32.57238(W) AD(       ) 2
 HN0880  NGVD 29 (07/19/86) 1573.4    (m)         5162.     (f) VERT ANG       
 HN0880
 HN0880.Superseded values are not recommended for survey control.
 HN0880
 HN0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0880.See file dsdata.pdf to determine how the superseded data were derived.
 HN0880
 HN0880_MARKER: DS = TRIANGULATION STATION DISK
 HN0880_SETTING: 66 = SET IN ROCK OUTCROP
 HN0880_STAMPING: NORTH CULCH 1936
 HN0880_MARK LOGO: CGS
 HN0880_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0880+STABILITY: POSITION/ELEVATION WELL
 HN0880
 HN0880  HISTORY     - Date     Condition        Report By
 HN0880  HISTORY     - 1936     MONUMENTED       CGS
 HN0880  HISTORY     - 1963     GOOD             CGS
 HN0880
 HN0880                          STATION DESCRIPTION
 HN0880
 HN0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HN0880'ABOUT 1/4 MILE WEST OF RED ROCK SPRINGS, ON TOP OF FIRST
 HN0880'HIGH RED (NAVAJO) SANDSTONE KNOLL WEST OF RED ROCK SPRINGS,
 HN0880'ABOUT 1/2 MILE DUE SOUTH OF SAND SLIDE INTO NORTH GULCH WHICH
 HN0880'IS ONLY POINT AT WHICH NORTH GULCH CAN BE ENTERED FROM SOUTH.
 HN0880'STATION, SAND SLIDE, AND EASTERNMOST PEAK OF LITTLE ROCKIES
 HN0880'FORM NORTH-AND-SOUTH STRAIGHT LINE.  THERE ARE TWO SMALL HIGH
 HN0880'POINTS OF SANDSTONE AND CEDAR BUSH AT SOUTHWEST END OF KNOLL.
 HN0880'FROM STATION THERE IS GOOD VISIBILITY TO WEST AND NORTHWEST,
 HN0880'BUT ONLY CLOSE RIDGES AND HIGH POINTS CAN BE SEEN TO EAST AND
 HN0880'SOUTHEAST.  TO REACH FROM RED HOUSE SPRINGS (WHICH IS END OF
 HN0880'TRUCK TRAVEL), FOLLOW OLD MORMON TRAIL SOUTHWESTERLY ABOUT
 HN0880'10 MILES TO CLAY HILL PASS.  THENCE DOWN CASTLE WASH
 HN0880'SOUTHWESTERLY ABOUT 2 MILES TO GREEN WATER, GREEN WATER SPRINGS,
 HN0880'AND COW CAMP.  THENCE DOWN CASTLE WASH ABOUT 3 MILES TO
 HN0880'POINT WHERE WASH WIDENS OUT (ABOUT 1/2 MILE BELOW THIS
 HN0880'POINT CASTLE WASH TURNS DUE SOUTH).  THENCE
 HN0880'NORTHWESTERLY UP BIG SAND WASH ABOUT 3 MILES TO TOP OF
 HN0880'DIVIDE.  THENCE WESTERLY DOWN OVER SLICK ROCKS AND SAND
 HN0880'ABOUT 4 MILES TO RED ROCK SPRINGS.  RED ROCK SPRINGS IS AT
 HN0880'HEAD OF 2-MILE LONG NORTH-AND-SOUTH BRANCH CANYON OF
 HN0880'NORTH GULCH.  IT CONTAINS ONLY WATER BETWEEN CASTLE WASH AND NORTH
 HN0880'GULCH.  THIS CANYON IS DISTINCTLY DEFINED BY MANY LARGE
 HN0880'COTTONWOOD TREES GROWING IN IT.  MARKED BY STANDARD STATION
 HN0880'DISK IN BEDROCK.  REFERENCE MARKS ARE STANDARD
 HN0880'REFERENCE DISKS IN OUTCROPPING BEDROCK.  NO. 1 IS
 HN0880'60 FEET EAST OF EAST SIDE OF EASTERNMOST HIGH POINT OF SANDSTONE
 HN0880'AT SOUTHWEST END OF STATION KNOLL, AND 28.107 METERS
 HN0880'(92.21 FEET) SOUTHEAST OF STATION.
 HN0880'NO. 2 IS 18 FEET EAST OF SMALL CEDAR BUSH, 12 FEET NORTH OF
 HN0880'NORTH SIDE OF WESTERNMOST HIGH POINT OF SANDSTONE AT SOUTHWEST
 HN0880'END OF STATION KNOLL, AND 22.480 METERS (73.75 FEET) SOUTHWEST
 HN0880'OF STATION.  DISTANCE BETWEEN
 HN0880'REFERENCE MARKS IS 115.08 FEET.  NORTH GULCH AZIMUTH (SEE
 HN0880'GEOGRAPHIC POSITION AND DESCRIPTION THEREOF) IS MARKED BY
 HN0880'STANDARD DISK IN OUTCROPPING BEDROCK, ON HIGHEST
 HN0880'POINT OF GROUP OF NAVAJO SANDSTONE DOMES, ON FIRST HIGH
 HN0880'POINT WEST OF SAND SLIDE, AND ABOUT 1 MILE WEST-NORTHWEST
 HN0880'OF STATION.
 HN0880
 HN0880                          STATION RECOVERY (1963)
 HN0880
 HN0880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0880'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 HN0880'WERE RECOVERED AND IN GOOD CONDITION.  A SHORTER DISTANCE
 HN0880'TO BOTH REFERENCE MARKS WAS NOTED.  THE ORIGINAL ROUTE TO
 HN0880'THE STATION COULD NOT BE VERIFIED AS THE STATION WAS REACHED
 HN0880'BY HELICOPTER.  THE CANYON MENTIONED IN THE FORMER DESCRIPTION
 HN0880'AS NORTH GULCH IS LOCALLY KNOWN AS MOKI CANYON.
 HN0880'
 HN0880'THE STATION IS ABOUT 28 MILES NORTHEAST OF HOLE-IN-THE-ROCK,
 HN0880'24-1/2 MILES SOUTH OF HITE AND 4-1/2 MILES NORTH OF NORTH
 HN0880'GULCH.
 HN0880'
 HN0880'TO REACH FROM HITE BY HELICOPTER, FLY SOUTH ON A TRUE COURSE
 HN0880'OF 181 DEGREES FOR ABOUT 24 MILES TO THE STATION ON A LOW
 HN0880'SANDSTONE OUTCROP.
 HN0880'
 HN0880'THE STATION MARK STAMPED NORTH GULCH 1936, IS A
 HN0880'STANDARD DISK CEMENTED IN A DRILL HOLE ON TOP AND NEAR THE
 HN0880'CENTER OF A MASSIVE SANDSTONE OUTCROP.
 HN0880'
 HN0880'REFERENCE MARK 1 STAMPED NORTH GULCH NO 1 1936,
 HN0880'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 HN0880'SANDSTONE.  THE MARK IS IN THE SAME OUTCROP AS THE STATION
 HN0880'AND ABOUT 5 FEET LOWER.
 HN0880'
 HN0880'REFERENCE MARK 2 STAMPED NORTH GULCH NO 2 1936,
 HN0880'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 HN0880'SANDSTONE.  THE MARK IS IN THE SAME OUTCROP AS THE STATION
 HN0880'AND ABOUT 3 FEET LOWER.
 HN0880'
 HN0880'THE AZIMUTH MARK, STAMPED NORTH GULCH AZIMUTH 1936, IS A
 HN0880'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A
 HN0880'SANDSTONE OUTCROP.  IT IS ON THE HIGHEST PEAK IN THE IMMEDIATE
 HN0880'VICINITY.  THIS IS ABOUT A 45 MINUTE PACK WEST FROM THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0879 ***********************************************************************
 HN0879  DESIGNATION -  NORTH GULCH AZ MK
 HN0879  PID         -  HN0879
 HN0879  STATE/COUNTY-  UT/SAN JUAN
 HN0879  COUNTRY     -  US
 HN0879  USGS QUAD   -  BURNT SPRING (2017)
 HN0879
 HN0879                         *CURRENT SURVEY CONTROL
 HN0879  ______________________________________________________________________
 HN0879* NAD 83(1994) POSITION- 37 28 00.38843(N) 110 29 03.13492(W)   ADJUSTED
 HN0879* NAVD 88 ORTHO HEIGHT -  1531.    (meters)     5023.    (feet) SCALED
 HN0879  ______________________________________________________________________
 HN0879  GEOID HEIGHT    -        -21.983 (meters)                     GEOID18
 HN0879  LAPLACE CORR    -          8.41  (seconds)                    DEFLEC18
 HN0879  HORZ ORDER      -  SECOND
 HN0879
 HN0879.The horizontal coordinates were established by classical geodetic methods
 HN0879.and adjusted by the National Geodetic Survey in November 1997.
 HN0879
 HN0879.The orthometric height was scaled from a topographic map.
 HN0879
 HN0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0879.GEOID18 height accuracy estimate available here.
 HN0879
 HN0879.Click photographs - Photos may exist for this station.
 HN0879
 HN0879.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0879
 HN0879. The following values were computed from the NAD 83(1994) position.
 HN0879
 HN0879;                    North         East     Units Scale Factor Converg.
 HN0879;SPC UT S     - 3,089,286.421   589,857.210   MT  0.99996654   +0 37 20.5
 HN0879;SPC UT S     -10,135,433.87  1,935,223.20   sFT  0.99996654   +0 37 20.5
 HN0879;UTM  12      - 4,146,780.124   545,611.589   MT  0.99962563   +0 18 49.6
 HN0879
 HN0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0879!SPC UT S     -   0.99976325  x   0.99996654  =   0.99972980
 HN0879!UTM  12      -   0.99976325  x   0.99962563  =   0.99938897
 HN0879
 HN0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG4561146780(NAD 83)
 HN0879
 HN0879                          SUPERSEDED SURVEY CONTROL
 HN0879
 HN0879  NAD 83(1986)-  37 28 00.38383(N)    110 29 03.13576(W) AD(       ) 2
 HN0879  NAD 27      -  37 28 00.41800(N)    110 29 00.65500(W) AD(       ) 2
 HN0879
 HN0879.Superseded values are not recommended for survey control.
 HN0879
 HN0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0879.See file dsdata.pdf to determine how the superseded data were derived.
 HN0879
 HN0879_MARKER: DR = REFERENCE MARK DISK
 HN0879_SETTING: 66 = SET IN ROCK OUTCROP
 HN0879_STAMPING: NORTH GULCH AZIMUTH 1936
 HN0879_MARK LOGO: CGS
 HN0879_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0879+STABILITY: POSITION/ELEVATION WELL
 HN0879
 HN0879  HISTORY     - Date     Condition        Report By
 HN0879  HISTORY     - 1936     MONUMENTED       CGS
 HN0879
 HN0879                          STATION DESCRIPTION
 HN0879
 HN0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HN0879'ABOUT 1.5 MILES WEST-NORTHWEST OF STATION NORTH GULCH (SEE
 HN0879'GEOGRAPHIC POSITION AND DESCRIPTION THEREOF), ABOUT 1.5 MILES
 HN0879'WEST OF SAND SLIDE WHICH IS ONLY POINT AT WHICH NORTH GULCH
 HN0879'CAN BE ENTERED FROM SOUTH, ON HIGHEST POINT OF GROUP OF
 HN0879'NAVAJO SANDSTONE DOMES, FIRST HIGH POINT WEST OF AFORE-MENTIONED
 HN0879'SAND SLIDE.  REACHED FROM RED HOUSE SPRINGS IN VICINITY
 HN0879'OF STATION NORTH GULCH BY GOING NORTHWESTERLY ABOUT 1.5 MILES
 HN0879'OVER ROCK.  MARKED BY STANDARD REFERENCE DISK IN OUTCROPPING
 HN0879'BEDROCK STAMPED NORTH GULCH AZIMUTH 1936.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0736 ***********************************************************************
 MS0736  DESIGNATION -  NORTH LAKESIDE
 MS0736  PID         -  MS0736
 MS0736  STATE/COUNTY-  UT/BOX ELDER
 MS0736  COUNTRY     -  US
 MS0736  USGS QUAD   -  SALLY MOUNTAIN (2017)
 MS0736
 MS0736                         *CURRENT SURVEY CONTROL
 MS0736  ______________________________________________________________________
 MS0736* NAD 83(1994) POSITION- 41 06 26.30018(N) 112 53 12.64539(W)   ADJUSTED
 MS0736* NAVD 88 ORTHO HEIGHT -  1787.5   (meters)     5864.    (feet) VERTCON3
 MS0736  ______________________________________________________________________
 MS0736  GEOID HEIGHT    -        -16.887 (meters)                     GEOID18
 MS0736  LAPLACE CORR    -          1.63  (seconds)                    DEFLEC18
 MS0736  HORZ ORDER      -  FIRST
 MS0736
 MS0736.The horizontal coordinates were established by classical geodetic methods
 MS0736.and adjusted by the National Geodetic Survey in November 1997.
 MS0736
 MS0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0736
 MS0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0736.GEOID18 height accuracy estimate available here.
 MS0736
 MS0736.Click photographs - Photos may exist for this station.
 MS0736
 MS0736.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0736
 MS0736. The following values were computed from the NAD 83(1994) position.
 MS0736
 MS0736;                    North         East     Units Scale Factor Converg.
 MS0736;SPC UT N     - 1,086,878.603   383,516.511   MT  0.99995996   -0 54 51.9
 MS0736;SPC UT N     - 3,565,867.55  1,258,253.75   sFT  0.99995996   -0 54 51.9
 MS0736;SPC UT C     - 2,308,894.816   383,494.563   MT  1.00014599   -0 53 18.2
 MS0736;SPC UT C     - 7,575,099.08  1,258,181.75   sFT  1.00014599   -0 53 18.2
 MS0736;UTM  12      - 4,552,384.612   341,567.069   MT  0.99990894   -1 14 26.9
 MS0736
 MS0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0736!SPC UT N     -   0.99972234  x   0.99995996  =   0.99968231
 MS0736!SPC UT C     -   0.99972234  x   1.00014599  =   0.99986829
 MS0736!UTM  12      -   0.99972234  x   0.99990894  =   0.99963131
 MS0736
 MS0736:                Primary Azimuth Mark                     Grid Az
 MS0736:SPC UT N     -  GRASS                                    216 50 56.4
 MS0736:SPC UT C     -  GRASS                                    216 49 22.7
 MS0736:UTM  12      -  GRASS                                    217 10 31.4
 MS0736
 MS0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL4156752384(NAD 83)
 MS0736
 MS0736|---------------------------------------------------------------------|
 MS0736| PID    Reference Object                     Distance      Geod. Az  |
 MS0736|                                                           dddmmss.s |
 MS0736| MS0728 SALT LAKE PENDLETON AWY BCN 6       APPROX.43.7 KM 0181704.8 |
 MS0736| CM5683 NORTH LAKESIDE RM 2                   3.639 METERS 02344     |
 MS0736| LP0482 SAN FRANCIS SALT LK AWY BN 59       APPROX.44.5 KM 1530332.3 |
 MS0736| CM5682 NORTH LAKESIDE RM 1                   3.874 METERS 19453     |
 MS0736| CM5681 NORTH LAKESIDE AZ MK                               2144144.7 |
 MS0736| LP0501 GRASS                               APPROX.23.1 KM 2155604.5 |
 MS0736|---------------------------------------------------------------------|
 MS0736
 MS0736                          SUPERSEDED SURVEY CONTROL
 MS0736
 MS0736  NAD 83(1986)-  41 06 26.28969(N)    112 53 12.63476(W) AD(       ) 1
 MS0736  NAD 27      -  41 06 26.53398(N)    112 53 09.70903(W) AD(       ) 1
 MS0736  NGVD 29 (07/19/86) 1786.5    (m)         5861.     (f) VERT ANG       
 MS0736
 MS0736.Superseded values are not recommended for survey control.
 MS0736
 MS0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0736.See file dsdata.pdf to determine how the superseded data were derived.
 MS0736
 MS0736_MARKER: DS = TRIANGULATION STATION DISK
 MS0736_SETTING: 66 = SET IN ROCK OUTCROP
 MS0736_STAMPING: NORTH LAKESIDE 1940
 MS0736_MARK LOGO: CGS
 MS0736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0736+STABILITY: POSITION/ELEVATION WELL
 MS0736
 MS0736  HISTORY     - Date     Condition        Report By
 MS0736  HISTORY     - 1940     MONUMENTED       CGS
 MS0736  HISTORY     - 1966     GOOD             USGS
 MS0736  HISTORY     - 1983     GOOD             DMA
 MS0736
 MS0736                          STATION DESCRIPTION
 MS0736
 MS0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MS0736'STATION IS LOCATED 41 MILES NW OF GRANTSVILLE, 20 MILES DUE
 MS0736'N OF LOW PASS AND 9 MILES S OF THE W END OF THE SOUTHERN
 MS0736'PACIFIC RAILROAD TRESTLE, ON THE SW ONE OF THE TWO HIGHEST
 MS0736'PEAKS OF THE N GROUP OF LAKESIDE MOUNTAINS.
 MS0736'
 MS0736'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 MS0736'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 MS0736'
 MS0736'STATION AND REFERENCE MARKS ARE ON THE HIGHEST POINT OF THE
 MS0736'PEAK IN ROCK LEDGE.
 MS0736'
 MS0736'AZIMUTH MARK IS ON LOWER SHARP PEAK SEPARATED FROM MAIN PEAK
 MS0736'BY A SADDLE IN THE RIDGE.  MARK IS ON HIGHEST POINT.  SMALL
 MS0736'CAIRN BY MARK.  IT IS ABOUT 0.4 MILE, AIRLINE, AND ABOUT 0.6
 MS0736'MILE BY FOLLOWING THE CREST OF THE RIDGE.
 MS0736'
 MS0736'STATION IS REACHED FROM GRANTSVILLE BY FOLLOWING U.S. HIGHWAY
 MS0736'40 W, 29.3 MILES TO SERVICE STATION ON SUMMIT OF LOW PASS.
 MS0736'CONTINUE W ON HIGHWAY 0.7 MILE TO DIRT ROAD LEADING RIGHT,
 MS0736'JUST BEYOND RAILROAD UNDERPASS, TURN RIGHT AND FOLLOW GRADED
 MS0736'DIRT ROAD NW AND N 10.0 MILES, JOG LEFT ON TRACK ROAD AND
 MS0736'CONTINUE N 1.2 MILES TO FORK, TAKE RIGHT FORK 4.25 MILES TO
 MS0736'ANOTHER FORK, TAKE LEFT FORK AND FOLLOW MAIN ROAD N 3.45
 MS0736'MILES TO A TRACK ROAD, TURNING SHARP RIGHT.  STATION BEARS
 MS0736'38-1/2 DEG MAGNETIC FROM THIS POINT.  FOLLOW OLD TRACK ROAD
 MS0736'ACROSS FLAT TOWARD STATION 3.45 MILES TO JUNCTION WITH
 MS0736'OLD SHEEP ROAD ALONG THE FOOT OF MOUNTAIN.  TURN LEFT ABOUT
 MS0736'0.5 MILE TO GRAVEL WASH.  THENCE UP GRADE ALONG LEFT SIDE
 MS0736'OF WASH TO UPPER ROAD, WHICH IS JUST BELOW THE CLIFFS.  FOLLOW
 MS0736'THIS ROAD ALONG THE MOUNTAIN NORTHEASTERLY ABOUT 0.9 MILE
 MS0736'TO THE FIRST CANYON N OF THE PEAK.  TURN RIGHT UP LEFT
 MS0736'SIDE OF WASH TO FOOT OF CLIFFS AND END OF TRUCK TRAVEL.
 MS0736'CROSS WASH AND PACK SE UP STEEP SLOPE TO HIGHEST POINT
 MS0736'AND STATION.  (ABOUT 35-MINUTE PACK.)
 MS0736'
 MS0736'RAILROAD TANK LISTED IN DIRECTIONS IS THE W ONE OF TWO LONE
 MS0736'TANKS ON THE RAILROAD TO THE NNW.  TANKS ARE ON BARE SALT FLAT
 MS0736'AND EASILY VISIBLE TO THE UNAIDED EYE, ALTHOUGH THEY ARE
 MS0736'APPROXIMATELY 10 MILES DISTANT.
 MS0736
 MS0736                          STATION RECOVERY (1966)
 MS0736
 MS0736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MS0736'STATION MARK AND REFERENCE MARKS FOUND AS DESCRIBED.
 MS0736'
 MS0736'THE OLD DESCRIPTION IS ADEQUATE.
 MS0736
 MS0736                          STATION RECOVERY (1983)
 MS0736
 MS0736'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983 (DS)
 MS0736'NORTH LAKESIDE 1940 RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0716 ***********************************************************************
 MR0716  DESIGNATION -  NORTH OGDEN ARMY DEPOT TANK
 MR0716  PID         -  MR0716
 MR0716  STATE/COUNTY-  UT/WEBER
 MR0716  COUNTRY     -  US
 MR0716  USGS QUAD   -  NORTH OGDEN (2017)
 MR0716
 MR0716                         *CURRENT SURVEY CONTROL
 MR0716  ______________________________________________________________________
 MR0716* NAD 83(1994) POSITION- 41 15 32.89883(N) 111 59 36.40245(W)   ADJUSTED
 MR0716  ______________________________________________________________________
 MR0716  GEOID HEIGHT    -        -16.677 (meters)                     GEOID18
 MR0716  LAPLACE CORR    -         10.25  (seconds)                    DEFLEC18
 MR0716  HORZ ORDER      -  THIRD
 MR0716
 MR0716.The horizontal coordinates were established by classical geodetic methods
 MR0716.and adjusted by the National Geodetic Survey in November 1997.
 MR0716
 MR0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0716.GEOID18 height accuracy estimate available here.
 MR0716
 MR0716.Click photographs - Photos may exist for this station.
 MR0716
 MR0716.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0716
 MR0716. The following values were computed from the NAD 83(1994) position.
 MR0716
 MR0716;                    North         East     Units Scale Factor Converg.
 MR0716;SPC UT N     - 1,102,927.939   458,648.937   MT  0.99995685   -0 19 31.3
 MR0716;SPC UT N     - 3,618,522.75  1,504,750.72   sFT  0.99995685   -0 19 31.3
 MR0716;UTM  12      - 4,568,000.376   416,777.282   MT  0.99968524   -0 39 18.6
 MR0716
 MR0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1677768000(NAD 83)
 MR0716
 MR0716                          SUPERSEDED SURVEY CONTROL
 MR0716
 MR0716  NAD 83(1993)-  41 15 32.89699(N)    111 59 36.40067(W) AD(       ) 3
 MR0716  NAD 83(1986)-  41 15 32.88656(N)    111 59 36.39392(W) AD(       ) 3
 MR0716  NAD 27      -  41 15 33.07900(N)    111 59 33.60100(W) AD(       ) 3
 MR0716
 MR0716.Superseded values are not recommended for survey control.
 MR0716
 MR0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0716.See file dsdata.pdf to determine how the superseded data were derived.
 MR0716
 MR0716_MARKER: 53 = ELEVATED TANK
 MR0716
 MR0716  HISTORY     - Date     Condition        Report By
 MR0716  HISTORY     - 1963     FIRST OBSERVED   CGS
 MR0716  HISTORY     - 19830615 GOOD             NGS
 MR0716
 MR0716                          STATION DESCRIPTION
 MR0716
 MR0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MR0716'THE STATION IS THE CENTER OF THE TOP OF A 190 FOOT WATER TANK.
 MR0716'IT IS ABOUT 2 MILES EAST OF U.S. HIGHWAY 84 AND AT THE ARMY
 MR0716'DEPOT IN NORTH OGDEN.
 MR0716
 MR0716                          STATION RECOVERY (1983)
 MR0716
 MR0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 MR0716'THE STATION IS A WATER TANK.  THIS INTERSECTION STATION WAS RECOVERED
 MR0716'IN GOOD CONDITION WITH THE FOLLOWING CHANGES TO THE DESCRIPTION.  THE
 MR0716'STATION IS THE CENTER OF THE TOP OF A 57.9 M (190.0 FT) WATER TANK
 MR0716'WITH RED AND WHITE CHECKERED PAINT WITH FOUR LEGS AND A CENTER DRAIN
 MR0716'PIPE.  IT IS ABOUT 3.2 KM (2.00 MI) EAST OF U.S.  HIGHWAY 84 AND NORTH
 MR0716'OF 12TH STREET AT THE DEFENCE DEPOT IN OGDEN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0655 ***********************************************************************
 MR0655  DESIGNATION -  NORTH OTTER CREEK FENCE
 MR0655  PID         -  MR0655
 MR0655  STATE/COUNTY-  UT/RICH
 MR0655  COUNTRY     -  US
 MR0655  USGS QUAD   -  SAGE CREEK (2017)
 MR0655
 MR0655                         *CURRENT SURVEY CONTROL
 MR0655  ______________________________________________________________________
 MR0655* NAD 83(1994) POSITION- 41 45 44.88425(N) 111 07 51.96314(W)   ADJUSTED
 MR0655* NAVD 88 ORTHO HEIGHT -  1915.    (meters)     6283.    (feet) SCALED
 MR0655  ______________________________________________________________________
 MR0655  GEOID HEIGHT    -        -14.652 (meters)                     GEOID18
 MR0655  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 MR0655  HORZ ORDER      -  THIRD
 MR0655
 MR0655.The horizontal coordinates were established by classical geodetic methods
 MR0655.and adjusted by the National Geodetic Survey in November 1997.
 MR0655
 MR0655.The orthometric height was scaled from a topographic map.
 MR0655
 MR0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0655.GEOID18 height accuracy estimate available here.
 MR0655
 MR0655.Click photographs - Photos may exist for this station.
 MR0655
 MR0655.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0655
 MR0655. The following values were computed from the NAD 83(1994) position.
 MR0655
 MR0655;                    North         East     Units Scale Factor Converg.
 MR0655;SPC UT N     - 1,158,775.649   530,676.781   MT  0.99999668   +0 14 35.6
 MR0655;SPC UT N     - 3,801,749.78  1,741,062.07   sFT  0.99999668   +0 14 35.6
 MR0655;SPC WY W     -   240,727.060   712,874.462   MT  1.00003088   -0 41 52.5
 MR0655;SPC WY W     -   789,785.36  2,338,822.30   sFT  1.00003088   -0 41 52.5
 MR0655;UTM  12      - 4,623,412.153   489,102.252   MT  0.99960146   -0 05 14.3
 MR0655
 MR0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0655!SPC UT N     -   0.99970198  x   0.99999668  =   0.99969866
 MR0655!SPC WY W     -   0.99970198  x   1.00003088  =   0.99973285
 MR0655!UTM  12      -   0.99970198  x   0.99960146  =   0.99930356
 MR0655
 MR0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM8910223412(NAD 83)
 MR0655
 MR0655                          SUPERSEDED SURVEY CONTROL
 MR0655
 MR0655  NAD 83(1993)-  41 45 44.88414(N)    111 07 51.96321(W) AD(       ) 3
 MR0655  NAD 83(1986)-  41 45 44.87133(N)    111 07 51.95768(W) AD(       ) 3
 MR0655  NAD 27      -  41 45 45.07340(N)    111 07 49.25230(W) AD(       ) 3
 MR0655
 MR0655.Superseded values are not recommended for survey control.
 MR0655
 MR0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0655.See file dsdata.pdf to determine how the superseded data were derived.
 MR0655
 MR0655_MARKER: DD = SURVEY DISK
 MR0655_SETTING: 0 = UNSPECIFIED SETTING
 MR0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0655
 MR0655  HISTORY     - Date     Condition        Report By
 MR0655  HISTORY     - 1962     MONUMENTED       USACE
 MR0655
 MR0655                          STATION DESCRIPTION
 MR0655
 MR0655'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1962 (JCC)
 MR0655'STATION IS ON THE WEST SIDE OF STATE HIGHWAY 3, ABOUT 3 MILES
 MR0655'NORTHEAST OF OTTER CREEK, 7-1/2 MILES NORTHEAST OF RANDOLPH AND
 MR0655'1/2 MILE SOUTH OF THE SAGE CREEK JUNCTION.
 MR0655'
 MR0655'IT IS A U.S. ENGINEERS DISK, STAMPED T 12 N R 7 E SEC. 22
 MR0655'NORTH OTTER CREEK FENCE SE 1/4 SE 1/4 1953, BRADDED TO THE TOP OF
 MR0655'A 1-1/2 INCH IRON PIPE PROJECTING 10 INCHES.  IT IS 82 FEET
 MR0655'WEST OF THE CENTERLINE OF STATE HIGHWAY 3 AND 41.5 FEET SOUTHWEST
 MR0655'OF A T-FENCE INTERSECTION.
 MR0655'
 MR0655'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION OTTER THE
 MR0655'DISTANCE BEING 136.15 FEET OR (41.499 METERS) SOUTH-SOUTHEAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0726 ***********************************************************************
 MS0726  DESIGNATION -  NORTH PROMONTORY CAIRN
 MS0726  PID         -  MS0726
 MS0726  STATE/COUNTY-  UT/BOX ELDER
 MS0726  COUNTRY     -  US
 MS0726  USGS QUAD   -  MESSIX PEAK (2017)
 MS0726
 MS0726                         *CURRENT SURVEY CONTROL
 MS0726  ______________________________________________________________________
 MS0726* NAD 83(1994) POSITION- 41 29 24.83246(N) 112 30 29.81009(W)   ADJUSTED
 MS0726  ______________________________________________________________________
 MS0726  GEOID HEIGHT    -        -15.948 (meters)                     GEOID18
 MS0726  LAPLACE CORR    -          2.88  (seconds)                    DEFLEC18
 MS0726  HORZ ORDER      -  THIRD
 MS0726
 MS0726.The horizontal coordinates were established by classical geodetic methods
 MS0726.and adjusted by the National Geodetic Survey in November 1997.
 MS0726
 MS0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0726.GEOID18 height accuracy estimate available here.
 MS0726
 MS0726.Click photographs - Photos may exist for this station.
 MS0726
 MS0726.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0726
 MS0726. The following values were computed from the NAD 83(1994) position.
 MS0726
 MS0726;                    North         East     Units Scale Factor Converg.
 MS0726;SPC UT N     - 1,128,963.396   415,804.574   MT  0.99996555   -0 39 53.3
 MS0726;SPC UT N     - 3,703,940.74  1,364,185.51   sFT  0.99996555   -0 39 53.3
 MS0726;UTM  12      - 4,594,277.724   374,094.002   MT  0.99979508   -0 59 57.7
 MS0726
 MS0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL7409494277(NAD 83)
 MS0726
 MS0726                          SUPERSEDED SURVEY CONTROL
 MS0726
 MS0726  NAD 83(1993)-  41 29 24.82912(N)    112 30 29.81060(W) AD(       ) 3
 MS0726  NAD 83(1986)-  41 29 24.81771(N)    112 30 29.79605(W) AD(       ) 3
 MS0726  NAD 27      -  41 29 25.15100(N)    112 30 26.93500(W) AD(       ) 3
 MS0726  USSD        -  41 29 26.03800(N)    112 30 27.52300(W) AD(       ) 3
 MS0726
 MS0726.Superseded values are not recommended for survey control.
 MS0726
 MS0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0726.See file dsdata.pdf to determine how the superseded data were derived.
 MS0726
 MS0726_MARKER: 72 = CAIRN
 MS0726
 MS0726  HISTORY     - Date     Condition        Report By
 MS0726  HISTORY     - 1892     FIRST OBSERVED   CGS
 MS0726
 MS0726                          STATION DESCRIPTION
 MS0726
 MS0726'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0471 ***********************************************************************
 JN0471  DESIGNATION -  NORTH TWIN
 JN0471  PID         -  JN0471
 JN0471  STATE/COUNTY-  UT/EMERY
 JN0471  COUNTRY     -  US
 JN0471  USGS QUAD   -  TWIN KNOLLS (2017)
 JN0471
 JN0471                         *CURRENT SURVEY CONTROL
 JN0471  ______________________________________________________________________
 JN0471* NAD 83(1994) POSITION- 38 46 24.13235(N) 110 40 56.67842(W)   ADJUSTED
 JN0471* NAVD 88 ORTHO HEIGHT -  2081.    (meters)     6827.    (feet) SCALED
 JN0471  ______________________________________________________________________
 JN0471  GEOID HEIGHT    -        -18.571 (meters)                     GEOID18
 JN0471  LAPLACE CORR    -         -6.38  (seconds)                    DEFLEC18
 JN0471  HORZ ORDER      -  SECOND
 JN0471
 JN0471.The horizontal coordinates were established by classical geodetic methods
 JN0471.and adjusted by the National Geodetic Survey in November 1997.
 JN0471
 JN0471.The orthometric height was scaled from a topographic map.
 JN0471
 JN0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0471.GEOID18 height accuracy estimate available here.
 JN0471
 JN0471.Click photographs - Photos may exist for this station.
 JN0471
 JN0471.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0471
 JN0471. The following values were computed from the NAD 83(1994) position.
 JN0471
 JN0471;                    North         East     Units Scale Factor Converg.
 JN0471;SPC UT C     - 2,049,179.171   571,054.109   MT  1.00006892   +0 31 25.4
 JN0471;SPC UT C     - 6,723,015.33  1,873,533.36   sFT  1.00006892   +0 31 25.4
 JN0471;UTM  12      - 4,291,675.592   527,588.160   MT  0.99960937   +0 11 56.0
 JN0471
 JN0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0471!SPC UT C     -   0.99967648  x   1.00006892  =   0.99974538
 JN0471!UTM  12      -   0.99967648  x   0.99960937  =   0.99928598
 JN0471
 JN0471:                Primary Azimuth Mark                     Grid Az
 JN0471:SPC UT C     -  RAFAEL                                   251 08 28.6
 JN0471:UTM  12      -  RAFAEL                                   251 27 58.0
 JN0471
 JN0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH2758891675(NAD 83)
 JN0471
 JN0471|---------------------------------------------------------------------|
 JN0471| PID    Reference Object                     Distance      Geod. Az  |
 JN0471|                                                           dddmmss.s |
 JN0471| CM7727 NORTH TWIN RM 1                       2.964 METERS 07606     |
 JN0471| CM7728 NORTH TWIN RM 2                      28.725 METERS 13913     |
 JN0471| JN0472 RAFAEL                              APPROX. 5.2 KM 2513954.0 |
 JN0471|---------------------------------------------------------------------|
 JN0471
 JN0471                          SUPERSEDED SURVEY CONTROL
 JN0471
 JN0471  NAD 83(1986)-  38 46 24.12274(N)    110 40 56.67349(W) AD(       ) 2
 JN0471  NAD 27      -  38 46 24.24200(N)    110 40 54.08100(W) AD(       ) 2
 JN0471
 JN0471.Superseded values are not recommended for survey control.
 JN0471
 JN0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0471.See file dsdata.pdf to determine how the superseded data were derived.
 JN0471
 JN0471_MARKER: DS = TRIANGULATION STATION DISK
 JN0471_SETTING: 66 = SET IN ROCK OUTCROP
 JN0471_STAMPING: NORTH TWIN 1937
 JN0471_MARK LOGO: CGS
 JN0471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0471+STABILITY: POSITION/ELEVATION WELL
 JN0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0471+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2021
 JN0471
 JN0471  HISTORY     - Date     Condition        Report By
 JN0471  HISTORY     - 1937     MONUMENTED       CGS
 JN0471  HISTORY     - 20210405 GOOD             INDIV
 JN0471
 JN0471                          STATION DESCRIPTION
 JN0471
 JN0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JN0471'THIS STATION IS ABOUT 36 MILES SSE OF CASTLE DALE, UTAH, AND
 JN0471'ABOUT 1 MILE S OF A WILDCAT OIL WELL OF THE STANDARD OIL
 JN0471'COMPANY, OF CALIFORNIA.  THE STATION IS ON THE TOP OF THE
 JN0471'HIGHEST AND MOST NORTHWESTERLY OF TWO PROMINENT CAP-ROCK BUTTES
 JN0471'OF SIMILAR APPEARANCE WHICH STAND ABOUT 1/2 MILE APART.  THIS
 JN0471'BUTTE IS FLAT TOPPED, IS ABOUT 200 FEET LONG AND ABOUT 20 FEET
 JN0471'WIDE ON TOP AND HAS STEEP CLIFFS ON ALL SIDES.
 JN0471'
 JN0471'STATION MARK IS A STANDARD DISK SET IN CONCRETE IN A DEPRESSION
 JN0471'IN OUTCROPPING BEDROCK.
 JN0471'
 JN0471'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 JN0471'IN OUTCROPPING BEDROCK.
 JN0471'
 JN0471'REFERENCE MRK NO. 1 IS ABOUT 1/2 FOOT BELOW AND E OF THE
 JN0471'STATION.
 JN0471'
 JN0471'REFERENCE MARK NO. 2 IS ABOUT 1 FOOT BELOW AND SSE OF THE
 JN0471'STATION.
 JN0471'
 JN0471'STATION RAFAEL WAS USED AS A RECIPROCAL AZIMUTH MARK.
 JN0471'
 JN0471'STATION IS REACHED FROM CASTLE DALE, UTAH, BY GOING E AND N ON
 JN0471'STATE HIGHWAY 10 FOR 1.5 MILES TO JUNCTION WITH BUCKHORN TRUCK
 JN0471'TRAIL TO THE RIGHT, E AT SIGN.  TURN RIGHT, FOLLOW THE MAIN
 JN0471'GRADED ROAD SOUTHEASTERLY FOR 22.65 MILES TO FORKS AT CALF
 JN0471'CANYON SPIKE CAMP SIGN.  THENCE TAKE RIGHT FORK AND GO 2.8 MILES
 JN0471'TO A SUSPENSION BRIDGE OVER THE SAN RAFAEL RIVER.  THENCE
 JN0471'CONTINUE S ON A BLADED ROAD FOR 9.55 MILES TO A FORK.  THENCE
 JN0471'TAKE LEFT FORK ACROSS A ROCK BOTTOMED WASH AND FOLLOW THE
 JN0471'MAIN BLADED ROAD S FOR 6.7 MILES TO A FORK.  THENCE TAKE
 JN0471'THE RIGHT FORK, AND MAIN-TRAVELED ROAD FOR 10.8 MILES TO DIM
 JN0471'CROSSROADS.  THENCE CONTINUE S ON THE MAIN ROAD, DOWN GRADE
 JN0471'FOR 1.0 MILE TO A TRAIL ROAD TO THE RIGHT AT A POST SET IN A
 JN0471'ROCK PILE TO THE RIGHT OF THE MAIN ROAD.  CONTINUE ON THE MAIN
 JN0471'BLADED ROAD SE FOR 1.4 MILES TO A ROAD TO THE RIGHT, S, AT A
 JN0471'WYE FORK.  TURN RIGHT AND FOLLOW THIS ROAD S FOR 1.6 MILES.
 JN0471'THENCE BEAR LEFT FOR 0.05 MILE TO THE TOP OF A LOW RIDGE
 JN0471'CONNECTING THE TWIN BUTTES NEAR A CONCRETE DUGOUT TO THE
 JN0471'LEFT.  THIS POINT IS THE END OF THE TRUCK TRAVEL.  THENCE CLIMB
 JN0471'THE SLOPE OF THE BUTTE TO THE LEFT.  THE BEST ROUTE
 JN0471'THROUGH THE CAP ROCK IS JUST TO THE RIGHT OF THE SE POINT.
 JN0471
 JN0471                          STATION RECOVERY (2021)
 JN0471
 JN0471'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 JN0471'TO REACH FROM I-70, TAKE THE TEMPLE MOUNT EXIT, EXIT 131, SOUTH AND
 JN0471'FOLLOW THE FRONTAGE ROAD WEST UNTIL IT TURNS TO A WELL GRADED DIRT
 JN0471'ROAD.  FROM THE START OF THE DIRT ROAD GO 5.9 MI (9.5 KM), STAYING ON
 JN0471'THE MAIN ROAD, THEN TURN LEFT INTO THE AREA SIGNED 'MOTORCYCLE
 JN0471'TRAILHEAD'.
 JN0471'
 JN0471'FROM HERE TAKE THE TRAIL, OPEN ONLY TO MOTORCYCLES, HIKERS AND
 JN0471'EQUESTRIANS, 1.5 MI (2.4 KM).  TAKE THE RIGHT FORK AND CONTINUE 1.4 MI
 JN0471'(2.3 KM).  HIKE EAST TO THE SOUTH FACE OF NORTH TWIN, THEN GO UP THE
 JN0471'RIDGE AND UP A 10 FT (3.0 M) SCRAMBLE TO THE TOP.
 JN0471'
 JN0471'THE STATION IS ON THE NORTH EDGE OF THE TOP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0072 ***********************************************************************
 JN0072  DESIGNATION -  NORTH WASH RM 1
 JN0072  PID         -  JN0072
 JN0072  STATE/COUNTY-  UT/GARFIELD
 JN0072  COUNTRY     -  US
 JN0072  USGS QUAD   -  TURKEY KNOB (2017)
 JN0072
 JN0072                         *CURRENT SURVEY CONTROL
 JN0072  ______________________________________________________________________
 JN0072* NAD 83(1986) POSITION- 38 01 47.92   (N) 110 34 45.64   (W)   HD_HELD1
 JN0072* NAVD 88 ORTHO HEIGHT -  1455.502 (meters)     4775.26  (feet) ADJUSTED
 JN0072  ______________________________________________________________________
 JN0072  GEOID HEIGHT    -        -20.413 (meters)                     GEOID18
 JN0072  DYNAMIC HEIGHT  -       1453.967 (meters)     4770.22  (feet) COMP
 JN0072  MODELED GRAVITY -    979,524.0   (mgal)                       NAVD 88
 JN0072
 JN0072  VERT ORDER      -  FIRST     CLASS II
 JN0072
 JN0072.The horizontal coordinates were determined by differentially corrected
 JN0072.hand held GPS observations or other comparable positioning techniques
 JN0072.and have an estimated accuracy of +/- 3 meters.
 JN0072
 JN0072.The orthometric height was determined by differential leveling and
 JN0072.adjusted by the NATIONAL GEODETIC SURVEY
 JN0072.in June 1991.
 JN0072
 JN0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0072.GEOID18 height accuracy estimate available here.
 JN0072
 JN0072.Click photographs - Photos may exist for this station.
 JN0072
 JN0072.The dynamic height is computed by dividing the NAVD 88
 JN0072.geopotential number by the normal gravity value computed on the
 JN0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0072.degrees latitude (g = 980.6199 gals.).
 JN0072
 JN0072.The modeled gravity was interpolated from observed gravity values.
 JN0072
 JN0072;                    North         East    Units  Estimated Accuracy
 JN0072;SPC UT S     - 3,151,704.4     580,826.0     MT  (+/- 3 meters HH1 GPS) 
 JN0072
 JN0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH3691709224(NAD 83)
 JN0072
 JN0072                          SUPERSEDED SURVEY CONTROL
 JN0072
 JN0072  NGVD 29 (??/??/92) 1454.481  (m)         4771.91   (f) ADJ UNCH    1 2
 JN0072
 JN0072.Superseded values are not recommended for survey control.
 JN0072
 JN0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0072.See file dsdata.pdf to determine how the superseded data were derived.
 JN0072
 JN0072_MARKER: DR = REFERENCE MARK DISK
 JN0072_SETTING: 80 = SET IN A BOULDER
 JN0072_STAMPING: NO.1 1952
 JN0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0072+STABILITY: SURFACE MOTION
 JN0072
 JN0072  HISTORY     - Date     Condition        Report By
 JN0072  HISTORY     - 1952     MONUMENTED       USGS
 JN0072  HISTORY     - 1958     GOOD             CGS
 JN0072  HISTORY     - 1969     MARK NOT FOUND   CGS
 JN0072
 JN0072                          STATION DESCRIPTION
 JN0072
 JN0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0072'29.25 MI SE FROM HANKSVILLE.
 JN0072'ABOUT 29.25 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE
 JN0072'SCHOOL AT HANKSVILLE, IN R12E T32S S 15, AT THE SOUTHEAST END OF A
 JN0072'LARGE MESA, AT THE WEST POINT OF A TRIANGLE FORMED AT THE JUNCTION OF
 JN0072'THE UP AND DOWN GRADES OF THE HIGHWAY LEADING INTO AND OUT OF NORTH
 JN0072'WASH, 144 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 35.45 FEET
 JN0072'SOUTH OF THE STATION MARK AND IN THE TOP OF A 1-FOOT BOULDER THAT IS
 JN0072'FLUSH WITH THE GROUND.
 JN0072
 JN0072                          STATION RECOVERY (1969)
 JN0072
 JN0072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 JN0072'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0073 ***********************************************************************
 JN0073  DESIGNATION -  NORTH WASH RM 2
 JN0073  PID         -  JN0073
 JN0073  STATE/COUNTY-  UT/GARFIELD
 JN0073  COUNTRY     -  US
 JN0073  USGS QUAD   -  TURKEY KNOB (2017)
 JN0073
 JN0073                         *CURRENT SURVEY CONTROL
 JN0073  ______________________________________________________________________
 JN0073* NAD 83(1986) POSITION- 38 01 47.88   (N) 110 34 44.96   (W)   HD_HELD1
 JN0073* NAVD 88 ORTHO HEIGHT -  1455.187 (meters)     4774.23  (feet) ADJUSTED
 JN0073  ______________________________________________________________________
 JN0073  GEOID HEIGHT    -        -20.413 (meters)                     GEOID18
 JN0073  DYNAMIC HEIGHT  -       1453.652 (meters)     4769.19  (feet) COMP
 JN0073  MODELED GRAVITY -    979,524.0   (mgal)                       NAVD 88
 JN0073
 JN0073  VERT ORDER      -  FIRST     CLASS II
 JN0073
 JN0073.The horizontal coordinates were determined by differentially corrected
 JN0073.hand held GPS observations or other comparable positioning techniques
 JN0073.and have an estimated accuracy of +/- 3 meters.
 JN0073
 JN0073.The orthometric height was determined by differential leveling and
 JN0073.adjusted by the NATIONAL GEODETIC SURVEY
 JN0073.in June 1991.
 JN0073
 JN0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0073.GEOID18 height accuracy estimate available here.
 JN0073
 JN0073.Click photographs - Photos may exist for this station.
 JN0073
 JN0073.The dynamic height is computed by dividing the NAVD 88
 JN0073.geopotential number by the normal gravity value computed on the
 JN0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0073.degrees latitude (g = 980.6199 gals.).
 JN0073
 JN0073.The modeled gravity was interpolated from observed gravity values.
 JN0073
 JN0073;                    North         East    Units  Estimated Accuracy
 JN0073;SPC UT S     - 3,151,703.3     580,842.6     MT  (+/- 3 meters HH1 GPS) 
 JN0073
 JN0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH3693409223(NAD 83)
 JN0073
 JN0073                          SUPERSEDED SURVEY CONTROL
 JN0073
 JN0073  NGVD 29 (??/??/92) 1454.166  (m)         4770.88   (f) ADJ UNCH    1 2
 JN0073
 JN0073.Superseded values are not recommended for survey control.
 JN0073
 JN0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0073.See file dsdata.pdf to determine how the superseded data were derived.
 JN0073
 JN0073_MARKER: DB = BENCH MARK DISK
 JN0073_SETTING: 80 = SET IN A BOULDER
 JN0073_STAMPING: NO. 2 1952
 JN0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0073+STABILITY: SURFACE MOTION
 JN0073
 JN0073  HISTORY     - Date     Condition        Report By
 JN0073  HISTORY     - 1952     MONUMENTED       USGS
 JN0073  HISTORY     - 1958     GOOD             CGS
 JN0073  HISTORY     - 1969     MARK NOT FOUND   CGS
 JN0073
 JN0073                          STATION DESCRIPTION
 JN0073
 JN0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0073'29.25 MI SE FROM HANKSVILLE.
 JN0073'ABOUT 29.25 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE
 JN0073'SCHOOL AT HANKSVILLE, IN R12E T32S S15, AT THE SOUTHEAST END OF A
 JN0073'LARGE MESA, AT THE WEST POINT OF A TRIANGLE FORMED AT THE JUNCTION OF
 JN0073'THE UP AND DOWN GRADES OF THE HIGHWAY LEADING INTO AND OUT OF NORTH
 JN0073'WASH, 127 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 45.70 FEET
 JN0073'SOUTHEAST OF THE STATION, 53.6 FEET EAST OF REFERENCE MARK NUMBER 1
 JN0073'AND IN THE TOP OF A 1-FOOT BOULDER THAT IS ABOUT FLUSH WITH THE
 JN0073'GROUND.
 JN0073
 JN0073                          STATION RECOVERY (1969)
 JN0073
 JN0073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 JN0073'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0557 ***********************************************************************
 HM0557  DESIGNATION -  NORTH WOODENSHOE
 HM0557  PID         -  HM0557
 HM0557  STATE/COUNTY-  UT/SAN JUAN
 HM0557  COUNTRY     -  US
 HM0557  USGS QUAD   -  WOODENSHOE BUTTES (2017)
 HM0557
 HM0557                         *CURRENT SURVEY CONTROL
 HM0557  ______________________________________________________________________
 HM0557* NAD 83(1994) POSITION- 37 42 19.21214(N) 109 57 41.75672(W)   ADJUSTED
 HM0557* NAVD 88 ORTHO HEIGHT -  2712.0   (meters)     8898.    (feet) VERTCON3
 HM0557  ______________________________________________________________________
 HM0557  GEOID HEIGHT    -        -19.269 (meters)                     GEOID18
 HM0557  LAPLACE CORR    -          5.44  (seconds)                    DEFLEC18
 HM0557  HORZ ORDER      -  FIRST
 HM0557
 HM0557.The horizontal coordinates were established by classical geodetic methods
 HM0557.and adjusted by the National Geodetic Survey in November 1997.
 HM0557
 HM0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0557
 HM0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0557.GEOID18 height accuracy estimate available here.
 HM0557
 HM0557.Click photographs - Photos may exist for this station.
 HM0557
 HM0557.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0557
 HM0557. The following values were computed from the NAD 83(1994) position.
 HM0557
 HM0557;                    North         East     Units Scale Factor Converg.
 HM0557;SPC UT S     - 3,116,390.746   635,647.804   MT  0.99995224   +0 56 33.2
 HM0557;SPC UT S     -10,224,358.64  2,085,454.50   sFT  0.99995224   +0 56 33.2
 HM0557;UTM  12      - 4,173,629.663   591,533.682   MT  0.99970320   +0 38 06.5
 HM0557
 HM0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0557!SPC UT S     -   0.99957763  x   0.99995224  =   0.99952989
 HM0557!UTM  12      -   0.99957763  x   0.99970320  =   0.99928096
 HM0557
 HM0557:                Primary Azimuth Mark                     Grid Az
 HM0557:SPC UT S     -  RED HOUSE 2                              220 03 05.3
 HM0557:UTM  12      -  RED HOUSE 2                              220 21 32.0
 HM0557
 HM0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG9153373629(NAD 83)
 HM0557
 HM0557|---------------------------------------------------------------------|
 HM0557| PID    Reference Object                     Distance      Geod. Az  |
 HM0557|                                                           dddmmss.s |
 HM0557| CM7701 NORTH WOODENSHOE RM 2                 5.278 METERS 12229     |
 HM0557| CM7699 NORTH WOODENSHOE AZ MK                             1423939.1 |
 HM0557| HN0872 RED HOUSE 2                         APPROX.35.7 KM 2205938.5 |
 HM0557| CM7700 NORTH WOODENSHOE RM 1                 4.212 METERS 22347     |
 HM0557|---------------------------------------------------------------------|
 HM0557
 HM0557                          SUPERSEDED SURVEY CONTROL
 HM0557
 HM0557  NAD 83(1986)-  37 42 19.20568(N)    109 57 41.75946(W) AD(       ) 1
 HM0557  NAD 27      -  37 42 19.23940(N)    109 57 39.27346(W) AD(       ) 1
 HM0557  NGVD 29 (07/19/86) 2710.8    (m)         8894.     (f) VERT ANG       
 HM0557
 HM0557.Superseded values are not recommended for survey control.
 HM0557
 HM0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0557.See file dsdata.pdf to determine how the superseded data were derived.
 HM0557
 HM0557_MARKER: DB = BENCH MARK DISK
 HM0557_SETTING: 80 = SET IN A BOULDER
 HM0557_STAMPING: NORTH WOODENSHOE 1934
 HM0557_MARK LOGO: USGS
 HM0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0557+STABILITY: SURFACE MOTION
 HM0557
 HM0557  HISTORY     - Date     Condition        Report By
 HM0557  HISTORY     - 1934     MONUMENTED       USGS
 HM0557  HISTORY     - 1936     GOOD             CGS
 HM0557  HISTORY     - 1963     GOOD             CGS
 HM0557
 HM0557                          STATION DESCRIPTION
 HM0557
 HM0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HM0557'ABOUT 35 MILES WEST-SOUTHWEST OF MONTICELLO, 27 MILES
 HM0557'WEST-NORTHWEST OF BLANDING, ON WEST BOUNDARY OF LA SAL NATIONAL
 HM0557'FOREST, ON HIGHEST AND EASTERNMOST POINT OF NORTH WOODENSHOE
 HM0557'BUTTE, AND IN SEC. 29, T. 35 S., R. 18 E.  TO REACH FROM
 HM0557'BLANDING, GO WEST 30.6 MILES ON NATURAL BRIDGES ROAD TO UNGRADED
 HM0557'ROAD LEADING RIGHT (WEST) AT SIGN TWIN SPRINGS (THIS ROAD IS
 HM0557'2.45 MILES PAST GATE AT KIGALIA RANGER STATION AND JUST BEYOND
 HM0557'ROAD LEADING TO CORRAL TO RIGHT OF MAIN ROAD).  FOLLOW TWIN
 HM0557'SPRINGS ROAD NORTHWEST 2.05 MILES TO LARGE POLE CORRAL ON
 HM0557'NORTH SIDE OF WHICH IS FOREST SERVICE SIGN WOODENSHOES AND
 HM0557'J.N. PASTURE.  FOLLOW LEFT FORK AS INDICATED BY SIGN 1.75 MILES.
 HM0557'THEN FOLLOW LEFT FORK ALONG RIDGE 1.6 MILES TO SMALL
 HM0557'RESERVOIR AND END OF TRUCK TRAVEL.  PACK NORTH-NORTHWEST
 HM0557'FROM NORTH SIDE OF RESERVOIR ON PLAIN COW TRAIL, SKIRTING EAST
 HM0557'SLOPE OF SOUTH WOODENSHOE 2.0 MILES TO BROAD SADDLE
 HM0557'BETWEEN TWO BUTTES.  TRAIL CONTINUES STRAIGHT FORWARD.  FROM
 HM0557'SADDLE AT NORTH END OF SOUTH WOODENSHOE, CONTINUE ON MAIN TRAIL
 HM0557'NORTHWEST ACROSS LOW RIDGES 1.0 MILE TO POINT 0.5 MILE
 HM0557'SOUTHWEST OF STATION.  LEAVE TRAIL AND FOLLOW BRUSHY
 HM0557'RIDGE NORTHEAST 0.5 MILE TO STATION.  HORSES MAY BE TAKEN
 HM0557'TO TOP OF RIDGE AND STATION SITE.  2.5-HOUR PACK.
 HM0557'PROBABLY MARKED BY STANDARD U.S. GEOLOGICAL SURVEY
 HM0557'STATION DISK IN BOULDER, SET FLUSH WITH GROUND.
 HM0557'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN BOULDERS.
 HM0557'NO. 1 IS 4.212 METERS (13.82 FEET) SOUTHEAST OF STATION
 HM0557'S 57 DEG 23 MIN E.  NO. 2 IS 5.278 METERS (17.32 FEET)
 HM0557'SOUTH OF STATION S 43 DEG 40 MIN W.  DISTANCE BETWEEN
 HM0557'REFERENCE MARKS IS 24.11 FEET.  AZIMUTH MARK IS STANDARD
 HM0557'DISK IN PIPE PROJECTING 8 INCHES ABOVE GROUND,
 HM0557'5 FEET NORTHEAST OF A 30-INCH PINE TREE WITH LARGE SQUARE
 HM0557'BLAZE AND 3.0 MILES SOUTHEAST FROM STATION S 37 DEG 20 MIN E.
 HM0557
 HM0557                          STATION RECOVERY (1963)
 HM0557
 HM0557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HM0557'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND
 HM0557'WERE FOUND TO BE IN APPARENT GOOD CONDITION.  REFERENCE MARK
 HM0557'1 WAS FOUND LOOSE IN THE DRILL HOLE AND WAS RECEMENTED.  THE
 HM0557'AZIMUTH MARK WAS NOT RECOVERED DUE TO A REQUIREMENT OF
 HM0557'APPROXIMATELY 4 HOURS AND INSUFFICIENT TIME REMAINED AFTER ARRIVAL
 HM0557'AT THE STATION.
 HM0557'
 HM0557'THE DESIGNATION OF THE TWO REFERENCE MARKS WERE REVERSED.
 HM0557'THE CURRENT BOX SCORE IS IN ORDER AND VERIFIED.
 HM0557'
 HM0557'THE REFERENCE DISKS HAD NO CROSS-MARKS AND THE ORIGINAL
 HM0557'MEASUREMENTS WERE MADE TO THE POINTS OF THE ARROWS.  CROSS-MARKS
 HM0557'WERE MADE ON THE CENTER OF THE DISKS AND WERE HELD FOR THE
 HM0557'CURRENT MEASUREMENTS.
 HM0557'
 HM0557'THE STATION IS LOCATED ABOUT 36 MILES WEST-SOUTHWEST OF MONTICELLO,
 HM0557'27 MILES WEST-NORTHWEST OF BLANDING, 27 MILES EAST-SOUTHEAST
 HM0557'OF HITE, NEAR THE WEST BOUNDARY OF LA SAL NATIONAL FOREST, ON
 HM0557'THE EASTERNMOST AND HIGHEST POINT OF NORTH WOODENSHOE BUTTE.
 HM0557'
 HM0557'THE ROUTE TO THE STATION WAS NOT VERIFIED AS THE STATION
 HM0557'WAS REACHED BY HELICOPTER AS FOLLOWS.
 HM0557'
 HM0557'TO REACH BY HELICOPTER FROM HITE, FLY EAST ON A TRUE COURSE
 HM0557'OF 104 DEGREES FOR 27 MILES TO THE NORTHERNMOST OF TWO BUTTES
 HM0557'AND THE STATION.
 HM0557'
 HM0557'THE STATION MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 HM0557'STAMPED NORTH WOODENSHOE 1934, IS SET IN A DRILL HOLE IN THE
 HM0557'TOP OF A BOULDER THAT IS FLUSH WITH THE GROUND.  IT IS 5.5
 HM0557'FEET WEST OF A 4-FOOT CAIRN.
 HM0557'
 HM0557'REFERENCE MARK 1, A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 HM0557'STAMPED NO 1 1934, IS SET IN A DRILL HOLE IN THE TOP OF AN
 HM0557'IRREGULAR SHAPED BOULDER THAT IS APPROXIMATELY 18 INCHES
 HM0557'IN CROSS-SECTION AND FLUSH WITH THE GROUND.  IT IS 17.5
 HM0557'FEET SOUTHWEST OF A 4-FOOT CAIRN AND APPROXIMATELY 1 FOOT
 HM0557'LOWER THAN THE STATION.
 HM0557'
 HM0557'REFERENCE MARK 2, A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 HM0557'STAMPED NO 2 1934, IS SET IN A DRILL HOLE IN THE TOP OF A
 HM0557'14 X 14-INCH BOULDER THAT IS FLUSH WITH THE GROUND.  IT IS
 HM0557'12 FEET EAST OF A 4-FOOT CAIRN AND APPROXIMATELY 1 FOOT LOWER
 HM0557'THAN THE STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0845 ***********************************************************************
 HN0845  DESIGNATION -  NOSE=ET U 177
 HN0845  PID         -  HN0845
 HN0845  STATE/COUNTY-  UT/GARFIELD
 HN0845  COUNTRY     -  US
 HN0845  USGS QUAD   -  SEWING MACHINE (2017)
 HN0845
 HN0845                         *CURRENT SURVEY CONTROL
 HN0845  ______________________________________________________________________
 HN0845* NAD 83(1994) POSITION- 37 54 20.44002(N) 110 17 03.83092(W)   ADJUSTED
 HN0845* NAVD 88 ORTHO HEIGHT -  1643.9   (meters)     5393.    (feet) VERTCON3
 HN0845  ______________________________________________________________________
 HN0845  GEOID HEIGHT    -        -20.840 (meters)                     GEOID18
 HN0845  LAPLACE CORR    -          6.64  (seconds)                    DEFLEC18
 HN0845  HORZ ORDER      -  SECOND
 HN0845
 HN0845.The horizontal coordinates were established by classical geodetic methods
 HN0845.and adjusted by the National Geodetic Survey in November 1997.
 HN0845
 HN0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0845
 HN0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0845.GEOID18 height accuracy estimate available here.
 HN0845
 HN0845.Click photographs - Photos may exist for this station.
 HN0845
 HN0845.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0845
 HN0845. The following values were computed from the NAD 83(1994) position.
 HN0845
 HN0845;                    North         East     Units Scale Factor Converg.
 HN0845;SPC UT S     - 3,138,205.103   606,897.991   MT  0.99995354   +0 44 41.2
 HN0845;SPC UT S     -10,295,927.91  1,991,131.16   sFT  0.99995354   +0 44 41.2
 HN0845;UTM  12      - 4,195,591.220   562,908.780   MT  0.99964874   +0 26 22.8
 HN0845
 HN0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0845!SPC UT S     -   0.99974538  x   0.99995354  =   0.99969893
 HN0845!UTM  12      -   0.99974538  x   0.99964874  =   0.99939421
 HN0845
 HN0845:                Primary Azimuth Mark                     Grid Az
 HN0845:SPC UT S     -  NOSE AZ MK                               171 50 45.7
 HN0845:UTM  12      -  NOSE AZ MK                               172 09 04.1
 HN0845
 HN0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG6290895591(NAD 83)
 HN0845
 HN0845|---------------------------------------------------------------------|
 HN0845| PID    Reference Object                     Distance      Geod. Az  |
 HN0845|                                                           dddmmss.s |
 HN0845| CM7733 NOSE RM 1                            27.936 METERS 09309     |
 HN0845| CM7734 NOSE RM 2                            42.153 METERS 13536     |
 HN0845| CM7732 NOSE AZ MK                                         1723526.9 |
 HN0845|---------------------------------------------------------------------|
 HN0845
 HN0845                          SUPERSEDED SURVEY CONTROL
 HN0845
 HN0845  NAD 83(1986)-  37 54 20.43344(N)    110 17 03.83093(W) AD(       ) 2
 HN0845  NAD 27      -  37 54 20.47643(N)    110 17 01.33550(W) AD(       ) 2
 HN0845  NGVD 29 (07/19/86) 1642.9    (m)         5390.     (f) VERT ANG       
 HN0845
 HN0845.Superseded values are not recommended for survey control.
 HN0845
 HN0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0845.See file dsdata.pdf to determine how the superseded data were derived.
 HN0845
 HN0845_MARKER: DD = SURVEY DISK
 HN0845_SETTING: 0 = UNSPECIFIED SETTING
 HN0845
 HN0845  HISTORY     - Date     Condition        Report By
 HN0845  HISTORY     - 1952     MONUMENTED       USGS
 HN0845  HISTORY     - 1963     GOOD             CGS
 HN0845
 HN0845                          STATION DESCRIPTION
 HN0845
 HN0845'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (LGB)
 HN0845'THE STATION IS ON THE NORTH ONE OF TWO FLAT-TOPPED BUTTES
 HN0845'WHICH ARE CONNECTED BY A VERY NARROW, ROCKY RIDGE, ABOUT
 HN0845'11-1/2 MILES NORTHEAST OF HITE AND ABOUT 2-1/2 MILES NORTH
 HN0845'OF MILLE CRAIG BEND.
 HN0845'
 HN0845'TO REACH BY HELICOPTER FROM HITE, FLY NORTHEASTERLY ON A
 HN0845'TRUE COURSE OF 53 DEGREES FOR ABOUT 11-1/2 MILES TO THE STATION.
 HN0845'
 HN0845'THE STATION IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED NOSE
 HN0845'ET U 177 1952, ATTACHED TO THE TOP OF A 1-INCH GALVANIZED
 HN0845'PIPE, PROJECTING 11 INCHES AND IS NEAR THE EAST EDGE OF THE
 HN0845'BUTTE.
 HN0845'
 HN0845'REFERENCE MARK 1, STAMPED NOSE USGS NO 1 1963, IS A STANDARD
 HN0845'DISK SET FLUSH IN A DRILL HOLE IN ROCK OUTCROP AT THE NORTHEAST
 HN0845'EDGE OF THE MESA AND ABOUT 10 FEET LOWER THAN THE STATION.
 HN0845'
 HN0845'REFERENCE MARK 2, STAMPED NOSE USGS NO 2 1963, IS A STANDARD
 HN0845'DISK SET FLUSH IN A DRILL HOLE IN ROCK OUTCROP AT THE SOUTHEAST
 HN0845'EDGE OF THE MESA AND ABOUT 10 FEET LOWER THAN THE STATION.
 HN0845'
 HN0845'THE AZIMUTH MARK, STAMPED NOSE USGS 1963, IS A STANDARD DISK
 HN0845'SET FLUSH IN A DRILL HOLE IN ROCK OUTCROP ON THE MESA SOUTH
 HN0845'OF THE STATION.  IT IS 18 FEET NORTH OF A LAYER OF ROCK THAT
 HN0845'IS ABOUT 3 FEET HIGHER THAN THE MARK, 12 FEET WEST OF THE
 HN0845'EAST EDGE OF OUTCROP AND 4 FEET EAST OF A CAIRN.
 HN0845
 HN0845                          STATION RECOVERY (1963)
 HN0845
 HN0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HN0845'RECOVERED IN GOOD CONDITION.
 HN0845'
 HN0845'STATION MARK--STANDARD TABLET, STAMPED ---NOSE 1952---, SET IN TOP
 HN0845'OF PIPE PROJECTING 1.1 FT. ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0560 ***********************************************************************
 HM0560  DESIGNATION -  NOTCH
 HM0560  PID         -  HM0560
 HM0560  STATE/COUNTY-  UT/SAN JUAN
 HM0560  COUNTRY     -  US
 HM0560  USGS QUAD   -  POISON CANYON (2017)
 HM0560
 HM0560                         *CURRENT SURVEY CONTROL
 HM0560  ______________________________________________________________________
 HM0560* NAD 83(1994) POSITION- 37 45 06.73625(N) 109 45 46.37248(W)   ADJUSTED
 HM0560* NAVD 88 ORTHO HEIGHT -  2671.0   (meters)     8763.    (feet) VERTCON3
 HM0560  ______________________________________________________________________
 HM0560  GEOID HEIGHT    -        -18.748 (meters)                     GEOID18
 HM0560  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 HM0560  HORZ ORDER      -  SECOND
 HM0560
 HM0560.The horizontal coordinates were established by classical geodetic methods
 HM0560.and adjusted by the National Geodetic Survey in November 1997.
 HM0560
 HM0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0560
 HM0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0560.GEOID18 height accuracy estimate available here.
 HM0560
 HM0560.Click photographs - Photos may exist for this station.
 HM0560
 HM0560.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0560
 HM0560. The following values were computed from the NAD 83(1994) position.
 HM0560
 HM0560;                    North         East     Units Scale Factor Converg.
 HM0560;SPC UT S     - 3,121,861.393   653,071.828   MT  0.99995145   +1 03 51.5
 HM0560;SPC UT S     -10,242,306.92  2,142,619.82   sFT  0.99995145   +1 03 51.5
 HM0560;UTM  12      - 4,179,005.602   608,982.808   MT  0.99974629   +0 45 27.0
 HM0560
 HM0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0560!SPC UT S     -   0.99958398  x   0.99995145  =   0.99953545
 HM0560!UTM  12      -   0.99958398  x   0.99974629  =   0.99933038
 HM0560
 HM0560:                Primary Azimuth Mark                     Grid Az
 HM0560:SPC UT S     -  NOTCH AZ MK                              178 36 51.8
 HM0560:UTM  12      -  NOTCH AZ MK                              178 55 16.3
 HM0560
 HM0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG0898279005(NAD 83)
 HM0560
 HM0560|---------------------------------------------------------------------|
 HM0560| PID    Reference Object                     Distance      Geod. Az  |
 HM0560|                                                           dddmmss.s |
 HM0560| CM7736 NOTCH RM 1                            8.534 METERS 06144     |
 HM0560| CM7735 NOTCH AZ MK                                        1794043.3 |
 HM0560| CM7737 NOTCH RM 2                            8.327 METERS 20341     |
 HM0560|---------------------------------------------------------------------|
 HM0560
 HM0560                          SUPERSEDED SURVEY CONTROL
 HM0560
 HM0560  NAD 83(1986)-  37 45 06.72935(N)    109 45 46.37584(W) AD(       ) 2
 HM0560  NAD 27      -  37 45 06.75838(N)    109 45 43.90182(W) AD(       ) 2
 HM0560  NGVD 29 (07/19/86) 2669.8    (m)         8759.     (f) VERT ANG       
 HM0560
 HM0560.Superseded values are not recommended for survey control.
 HM0560
 HM0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0560.See file dsdata.pdf to determine how the superseded data were derived.
 HM0560
 HM0560_MARKER: DS = TRIANGULATION STATION DISK
 HM0560_SETTING: 66 = SET IN ROCK OUTCROP
 HM0560_STAMPING: NOTCH 1936
 HM0560_MARK LOGO: CGS
 HM0560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0560+STABILITY: POSITION/ELEVATION WELL
 HM0560
 HM0560  HISTORY     - Date     Condition        Report By
 HM0560  HISTORY     - 1936     MONUMENTED       CGS
 HM0560
 HM0560                          STATION DESCRIPTION
 HM0560
 HM0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HM0560'ABOUT 23-1/2 MILES (AIR LINE) SOUTH-SOUTHWEST OF MONTICELLO,
 HM0560'17 MILES (AIR LINE) WEST-NORTHWEST OF BLANDING, IN LA SAL
 HM0560'NATIONAL FOREST, ABOUT 3 MILES WEST OF COTTONWOOD CANYON,
 HM0560'ON ROAD LEADING FROM KIGALIA RANGER STATION TO GOOSEBERRY RANGER
 HM0560'STATION, AT SOUTHEAST END OF LONG RIDGE (THIS POINT MAY BE
 HM0560'SEEN JUST BEFORE REACHING STATION AT BEGINNING OF VERY STEEP
 HM0560'GRADE), WHERE U.S. GEOLOGICAL SURVEY HAS ERECTED SIGNAL POLE
 HM0560'AND CAIRN 14 FEET NORTHWEST OF SOUTHEAST EDGE OF BLUFF, 20
 HM0560'FEET SOUTHWEST OF NORTHEAST EDGE, AND 27 FEET NORTHEAST OF
 HM0560'SOUTHWEST EDGE.  TO REACH FROM BLANDING, GO WEST ON SHORT
 HM0560'STRETCH OF GRAVEL ROAD LEAVING STATE HIGHWAY 47 AT BLANDING
 HM0560'SERVICE STATION AND NIELSON STORE, AND FOLLOWING SIGNS
 HM0560'TOWARDS NATURAL BRIDGES FOR 15.1 MILES TO Y-INTERSECTION AND
 HM0560'SIGN BRIDGES.  BEAR SHARPLY TO LEFT AND GO 12.6 MILES TO
 HM0560'SIGN IN FLAT 2 MILES TO KIGALIA R. S. 24 MILES TO THE
 HM0560'NATURAL BRIDGES.  TAKE DIM RIGHT FORK AND GO 1.8 MILES
 HM0560'TO FORK.  TAKE RIGHT FORK AND GO 1.8 MILES TO GATE.  PASS THROUGH
 HM0560'GATE AND GO 1.0 MILE TO GATE.  PASS THROUGH GATE AND GO
 HM0560'3.65 MILES TO TWO BLAZED TREES ON RIGHT AND END OF TRUCK
 HM0560'TRAVEL.  THENCE EASTERLY THROUGH BRUSH TO SOUTHEAST POINT OF
 HM0560'RIDGE AND STATION SITE.  ABOUT 10-MINUTE PACK.  SPRING AND
 HM0560'GOOD WATER ABOUT 1 MILE NORTHWEST OF END OF TRUCK
 HM0560'TRAVEL.  MARKED BY STANDARD STATION DISK IN OUTCROPPING
 HM0560'BEDROCK.  REFERENCE MARKS ARE STANDARD REFERENCE
 HM0560'DISKS IN OUTCROPPING BEDROCK.  NO. 1 IS ON POINT
 HM0560'4 FEET SOUTHWEST OF THE NORTHEAST EDGE OF BLUFF AND
 HM0560'8.533 METERS (28.00 FEET) EAST-NORTHEAST OF STATION
 HM0560'N 61 DEG 44 MIN E.  NO. 2 IS ON POINT 2 FEET NORTH OF
 HM0560'SOUTHWEST EDGE OF BLUFF AND 8.327 METERS (27.32 FEET)
 HM0560'SOUTH-SOUTHWEST OF STATION S 23 DEG 41 MIN W.  DISTANCE
 HM0560'BETWEEN REFERENCE MARKS IS 52.04 FEET.  AZIMUTH MARK IS STANDARD
 HM0560'DISK IN BOULDER 6 FEET IN DIAMETER, 15 FEET EAST
 HM0560'OF THE CENTER LINE OF GRADED ROAD, 3/4 MILE SOUTH OF STATION
 HM0560'S 00 DEG 19 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0453 ***********************************************************************
 KO0453  DESIGNATION -  NOTCH PK
 KO0453  PID         -  KO0453
 KO0453  STATE/COUNTY-  UT/MILLARD
 KO0453  COUNTRY     -  US
 KO0453  USGS QUAD   -  NOTCH PEAK (2017)
 KO0453
 KO0453                         *CURRENT SURVEY CONTROL
 KO0453  ______________________________________________________________________
 KO0453* NAD 83(1994) POSITION- 39 08 35.61506(N) 113 24 33.75032(W)   ADJUSTED
 KO0453* NAVD 88 ORTHO HEIGHT -  2943.9   (meters)     9658.    (feet) VERTCON3
 KO0453  ______________________________________________________________________
 KO0453  GEOID HEIGHT    -        -19.858 (meters)                     GEOID18
 KO0453  LAPLACE CORR    -         11.29  (seconds)                    DEFLEC18
 KO0453  HORZ ORDER      -  FIRST
 KO0453
 KO0453.The horizontal coordinates were established by classical geodetic methods
 KO0453.and adjusted by the National Geodetic Survey in November 1997.
 KO0453
 KO0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0453
 KO0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0453.GEOID18 height accuracy estimate available here.
 KO0453
 KO0453.Click photographs - Photos may exist for this station.
 KO0453
 KO0453.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0453
 KO0453. The following values were computed from the NAD 83(1994) position.
 KO0453
 KO0453;                    North         East     Units Scale Factor Converg.
 KO0453;SPC UT C     - 2,091,676.343   334,948.979   MT  0.99997117   -1 13 23.2
 KO0453;SPC UT C     - 6,862,441.47  1,098,911.78   sFT  0.99997117   -1 13 23.2
 KO0453;UTM  12      - 4,335,435.367   291,776.662   MT  1.00013389   -1 31 17.4
 KO0453
 KO0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0453!SPC UT C     -   0.99954145  x   0.99997117  =   0.99951263
 KO0453!UTM  12      -   0.99954145  x   1.00013389  =   0.99967528
 KO0453
 KO0453:                Primary Azimuth Mark                     Grid Az
 KO0453:SPC UT C     -  NOTCH PK AZ MK                           056 03 57.6
 KO0453:UTM  12      -  NOTCH PK AZ MK                           056 21 51.8
 KO0453
 KO0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ9177635435(NAD 83)
 KO0453
 KO0453|---------------------------------------------------------------------|
 KO0453| PID    Reference Object                     Distance      Geod. Az  |
 KO0453|                                                           dddmmss.s |
 KO0453| CM5685 NOTCH PK AZ MK                                     0545034.4 |
 KO0453| CM5686 NOTCH PK RM 1                        16.491 METERS 08052     |
 KO0453| CM5687 NOTCH PK RM 2                         3.450 METERS 17925     |
 KO0453|---------------------------------------------------------------------|
 KO0453
 KO0453                          SUPERSEDED SURVEY CONTROL
 KO0453
 KO0453  NAD 83(1986)-  39 08 35.61149(N)    113 24 33.74772(W) AD(       ) 1
 KO0453  NAD 27      -  39 08 35.78760(N)    113 24 30.84700(W) AD(       ) 1
 KO0453  NGVD 29 (07/19/86) 2942.5    (m)         9654.     (f) VERT ANG       
 KO0453
 KO0453.Superseded values are not recommended for survey control.
 KO0453
 KO0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0453.See file dsdata.pdf to determine how the superseded data were derived.
 KO0453
 KO0453_MARKER: DS = TRIANGULATION STATION DISK
 KO0453_SETTING: 66 = SET IN ROCK OUTCROP
 KO0453_STAMPING: NOTCH PK 1957
 KO0453_MARK LOGO: CGS
 KO0453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0453+STABILITY: POSITION/ELEVATION WELL
 KO0453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0453+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2022
 KO0453
 KO0453  HISTORY     - Date     Condition        Report By
 KO0453  HISTORY     - 1957     MONUMENTED       CGS
 KO0453  HISTORY     - 1958     GOOD             USGS
 KO0453  HISTORY     - 20200428 GOOD             INDIV
 KO0453  HISTORY     - 20220709 POOR             PEAKBG
 KO0453
 KO0453                          STATION DESCRIPTION
 KO0453
 KO0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0453'THE STATION IS LOCATED AIRLINE, ABOUT 46 MILES WEST-SOUTHWEST
 KO0453'OF DELTA AND ABOUT 40 MILES EAST-NORTHEAST OF BAKER ON THE
 KO0453'HIGHEST POINT OF NOTCH PEAK WHICH IS ON THE SOUTHWEST END
 KO0453'OF THE HOUSE MOUNTAIN RANGE.
 KO0453'
 KO0453'THE STATION IS A STANDARD DISK STAMPED NOTCH PK 1957 SET IN
 KO0453'A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT 4 INCHES
 KO0453'BELOW THE SURFACE OF THE GROUND.  IT IS 12 FEET WEST OF A
 KO0453'LARGE CAIRN AND 7 FEET SOUTH OF THE NORTH EDGE OF THE PEAK.
 KO0453'
 KO0453'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED NOTCH
 KO0453'PK NO 1 1957 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 KO0453'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 KO0453'6 FEET LOWER THAN THE STATION.  IT IS 6 FEET SOUTH OF THE
 KO0453'NORTH EDGE OF THE PEAK.
 KO0453'
 KO0453'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED NOTCH PK
 KO0453'NO 2 1957 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 KO0453'IS ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND AND IS
 KO0453'ABOUT 18 INCHES LOWER THAN THE GROUND.
 KO0453'
 KO0453'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NOTCH PK 1957
 KO0453'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT
 KO0453'FLUSH WITH THE SURROUNDING GROUND.  IT IS 4 FEET EAST OF A
 KO0453'SMALL CAIRN.
 KO0453'
 KO0453'TO REACH THE STATION FROM THE POST OFFICE IN HINCKLEY, GO NORTH
 KO0453'FOR 0.4 MILE TO U.S. HIGHWAY 50 AND 6.  TURN LEFT AND GO
 KO0453'WESTERLY ON U.S. HIGHWAY 50 AND 6 FOR 4.4 MILES TO A GRAVELED
 KO0453'DIAGONAL CROSS-ROAD WHICH IS THE OLD HIGHWAY.  TURN RIGHT
 KO0453'OFF THE NEW HIGHWAY ONTO THE OLD GRAVELED HIGHWAY AND GO
 KO0453'WESTERLY FOR 26.0 MILES.  TAKE THE LEFT FORK, STRAIGHT AHEAD,
 KO0453'WEST FOR 4.1 MILES.  TAKE THE LEFT FORK AS PER SIGN MINERAL
 KO0453'VALLEY GOLD MINE AND GO WEST-SOUTHWESTERLY ON THE MAIN
 KO0453'TRAVELED ROAD FOR 9.1 MILES TO A FORK AT THE TOP OF A RIDGE
 KO0453'AND MINE BUILDINGS ON THE LEFT.  TAKE THE RIGHT FORK AND
 KO0453'FOLLOW THE MAIN TRAVELED ROAD SOUTHWESTERLY, KEEPING ALL
 KO0453'RIGHT HAND FORKS FOR 1.0 MILE.  TAKE THE LEFT FORK AND
 KO0453'GO WEST FOR 0.1 MILE.  TAKE THE RIGHT FORK AND GO WEST AND
 KO0453'SOUTH UP THE WINDING ROAD FOR 1.15 MILES.  TAKE THE RIGHT FORK
 KO0453'AND GO SOUTHWEST FOR 0.15 MILE.  TAKE THE LEFT FORK,
 KO0453'STRAIGHT AHEAD, SOUTH FOR 0.7 MILE, WINDING DOWN THROUGH
 KO0453'THE CANYON TO A FORK.  TAKE THE RIGHT FORK AND GO WEST
 KO0453'AND SOUTHWEST FOR 0.65 MILE.  TAKE THE RIGHT FORK, SOUTH AND
 KO0453'EAST, PASSING TO THE RIGHT OF AN OLD MINE PIT, FOR 0.25
 KO0453'MILE TO THE END OF TRUCK TRAVEL.  THE ROAD CONTINUES ON UP
 KO0453'THE VERY STEEP HILL BUT IS TOO STEEP AND DANGEROUS,
 KO0453'EVEN FOR A JEEP.  PACK EAST UP THE STEEP ROAD FOR ABOUT 0.15
 KO0453'MILE TO THE TOP OF THE RIDGE AND AN OLD MINE PIT.  FROM
 KO0453'THIS POINT, YOU CAN SEE THE STATION TO THE SOUTH.  PACK
 KO0453'SOUTH ALONG THE RIDGE, KEEPING TO THE LEFT, EAST SIDE OF THE
 KO0453'HIGH, ROCKY PEAKS, THEN WEST TO THE HIGHEST POINT OF THE
 KO0453'PEAK, A LARGE CAIRN AND THE STATION.  THE AZIMUTH MARK IS
 KO0453'LOCATED IN A NORTH-SOUTH SADDLE ON THE WAY TO THE STATION
 KO0453'BY A SMALL CAIRN.  THIS IS THE LAST SADDLE BEFORE TURNING
 KO0453'RIGHT, WEST TO THE STATION.  PACKING TIME 3 HOURS.  USE 4-WHEEL
 KO0453'DRIVE VEHICLE.
 KO0453'
 KO0453'HEIGHT OF LIGHT ABOVE STATION MARK 1.67 METERS.
 KO0453
 KO0453                          STATION RECOVERY (1958)
 KO0453
 KO0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 KO0453'RECOVERED IN GOOD CONDITION.
 KO0453'
 KO0453'STATION MARK--STANDARD DISK, STAMPED ---NOTCH PK 1957---, SET IN A
 KO0453'DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT 4 IN. BELOW THE
 KO0453'SURFACE OF THE GROUND.
 KO0453
 KO0453                          STATION RECOVERY (2020)
 KO0453
 KO0453'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (TWG)
 KO0453'NEW TO REACH FROM HINCKLEY GO WEST ON US6 AND US50.  IMMEDIATELY AFTER
 KO0453'PASSING MILE MARKER 48.  TURN RIGHT ONTO A GOOD DIRT ROAD.  GO 3.2 MI
 KO0453'(5.1 KM) AND TURN LEFT ONTO ANOTHER GOOD DIRT ROAD, SIGNED MILLER
 KO0453'CANYON AND GO 5.0 MI (8.0 KM).  THEN TURN LEFT ONTO A POOR DIRT ROAD,
 KO0453'SIGNED NOTCH PEAK TRAILHEAD AND GO 3.1 MI (5.0 KM) TO END OF VEHICLE
 KO0453'TRAVEL.  HIKE UP SAWTOOTH CANYON FOLLOWING A WELL WORN FOOT TRAIL ALL
 KO0453'THE WAY TO THE SUMMIT AND STATION.  THIS IS A 4 MI (6.4 KM) HIKE TO
 KO0453'THE SUMMIT.
 KO0453
 KO0453                          STATION RECOVERY (2022)
 KO0453
 KO0453'RECOVERY NOTE BY PEAK BAGGER 2022 (RW)
 KO0453'TRIG MARK IS SET IN A CRACKED OUTCROP, 1 M (3.3 FT) NORTHEAST OF THE
 KO0453'SUMMIT CAIRN BASE.  IT IS UNSTABLE AND CAN BE WIGGLED IN SITU BUT NOT
 KO0453'REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0913 ***********************************************************************
 HN0913  DESIGNATION -  NUWAN
 HN0913  PID         -  HN0913
 HN0913  STATE/COUNTY-  UT/SAN JUAN
 HN0913  COUNTRY     -  US
 HN0913  USGS QUAD   -  NAVAJO BEGAY (2017)
 HN0913
 HN0913                         *CURRENT SURVEY CONTROL
 HN0913  ______________________________________________________________________
 HN0913* NAD 83(1994) POSITION- 37 04 00.89874(N) 110 47 06.13602(W)   ADJUSTED
 HN0913* NAVD 88 ORTHO HEIGHT -  1795.0   (meters)     5889.    (feet) VERTCON3
 HN0913  ______________________________________________________________________
 HN0913  GEOID HEIGHT    -        -22.020 (meters)                     GEOID18
 HN0913  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 HN0913  HORZ ORDER      -  THIRD
 HN0913
 HN0913.The horizontal coordinates were established by classical geodetic methods
 HN0913.and adjusted by the National Geodetic Survey in November 1997.
 HN0913
 HN0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0913
 HN0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0913.GEOID18 height accuracy estimate available here.
 HN0913
 HN0913.Click photographs - Photos may exist for this station.
 HN0913
 HN0913.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0913
 HN0913. The following values were computed from the NAD 83(1994) position.
 HN0913
 HN0913;                    North         East     Units Scale Factor Converg.
 HN0913;SPC UT S     - 3,044,664.404   563,585.397   MT  1.00002905   +0 26 17.0
 HN0913;SPC UT S     - 9,989,036.47  1,849,029.76   sFT  1.00002905   +0 26 17.0
 HN0913;UTM  12      - 4,102,317.264   519,109.731   MT  0.99960450   +0 07 46.4
 HN0913
 HN0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0913!SPC UT S     -   0.99972185  x   1.00002905  =   0.99975089
 HN0913!UTM  12      -   0.99972185  x   0.99960450  =   0.99932646
 HN0913
 HN0913:                Primary Azimuth Mark                     Grid Az
 HN0913:SPC UT S     -  CHA                                      314 21 09.2
 HN0913:UTM  12      -  CHA                                      314 39 39.8
 HN0913
 HN0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG1910902317(NAD 83)
 HN0913
 HN0913|---------------------------------------------------------------------|
 HN0913| PID    Reference Object                     Distance      Geod. Az  |
 HN0913|                                                           dddmmss.s |
 HN0913| HN0914 CHA                                 APPROX. 7.7 KM 3144726.2 |
 HN0913|---------------------------------------------------------------------|
 HN0913
 HN0913                          SUPERSEDED SURVEY CONTROL
 HN0913
 HN0913  NAD 83(1992)-  37 04 00.89598(N)    110 47 06.13642(W) AD(       ) 3
 HN0913  NAD 83(1986)-  37 04 00.89509(N)    110 47 06.13484(W) AD(       ) 3
 HN0913  NAD 27      -  37 04 00.91432(N)    110 47 03.62158(W) AD(       ) 3
 HN0913  NGVD 29 (07/19/86) 1793.9    (m)         5885.     (f) VERT ANG       
 HN0913
 HN0913.Superseded values are not recommended for survey control.
 HN0913
 HN0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0913.See file dsdata.pdf to determine how the superseded data were derived.
 HN0913
 HN0913_MARKER: DD = SURVEY DISK
 HN0913_SETTING: 80 = SET IN A BOULDER
 HN0913_STAMPING: NUWAN 1953
 HN0913_MARK LOGO: USGS
 HN0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0913+STABILITY: SURFACE MOTION
 HN0913
 HN0913  HISTORY     - Date     Condition        Report By
 HN0913  HISTORY     - 1953     MONUMENTED       USGS
 HN0913
 HN0913                          STATION DESCRIPTION
 HN0913
 HN0913'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0913'LOCATED ABOUT 71 MI. SE. OF ESCALANTE 60 MI. SW. OF HITE, 5 MI. E. OF
 HN0913'TOP OF NAVAJO MOUNTAIN AND 10 MI. SE. OF JUNCTION OF SAN JUAN AND
 HN0913'COLORADO RIVERS ON W. TOP OF LOW SAGE AND SPARSLEY TREE COVERED TOP.
 HN0913'
 HN0913'REACHED BY HELICOPTER.
 HN0913'
 HN0913'STATION MARK - STANDARD TABLET STAMPED ---NUWAN 1953--- CEMENTED IN
 HN0913'BOULDER.
 HN0913'
 HN0913'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER IN TREE, 27.15 FT. FROM
 HN0913'STATION MARK, S 85 DEG 50 MIN 56 SEC W.
 HN0913'
 HN0913'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER IN TREE, 47.75 FT. FROM
 HN0913'STATION MARK, N 81 DEG 32 MIN 56 SEC E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0644 ***********************************************************************
 MR0644  DESIGNATION -  O
 MR0644  PID         -  MR0644
 MR0644  STATE/COUNTY-  UT/SUMMIT
 MR0644  COUNTRY     -  US
 MR0644  USGS QUAD   -  MURPHY RIDGE (2017)
 MR0644
 MR0644                         *CURRENT SURVEY CONTROL
 MR0644  ______________________________________________________________________
 MR0644* NAD 83(1986) POSITION- 41 15 01.     (N) 111 03 50.     (W)   SCALED
 MR0644* NAVD 88 ORTHO HEIGHT -  2053.642 (meters)     6737.66  (feet) POSTED
 MR0644  ______________________________________________________________________
 MR0644  GEOID HEIGHT    -        -15.293 (meters)                     GEOID18
 MR0644  DYNAMIC HEIGHT  -       2051.76  (meters)     6731.5   (feet) COMP
 MR0644  MODELED GRAVITY -    979,632.3   (mgal)                       NAVD 88
 MR0644
 MR0644  VERT ORDER      -  * POSTED, SEE BELOW
 MR0644
 MR0644.The horizontal coordinates were scaled from a map and have
 MR0644.an estimated accuracy of +/- 6 seconds.
 MR0644
 MR0644.The orthometric height was determined by differential leveling
 MR0644.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MR0644
 MR0644.* This is a POSTED BENCH MARK height.
 MR0644
 MR0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0644.GEOID18 height accuracy estimate available here.
 MR0644
 MR0644.Click photographs - Photos may exist for this station.
 MR0644
 MR0644.The dynamic height is computed by dividing the NAVD 88
 MR0644.geopotential number by the normal gravity value computed on the
 MR0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0644.degrees latitude (g = 980.6199 gals.).
 MR0644
 MR0644.The modeled gravity was interpolated from observed gravity values.
 MR0644
 MR0644;                    North         East    Units  Estimated Accuracy
 MR0644;SPC UT N     - 1,101,920.      536,550.      MT  (+/- 180 meters Scaled)
 MR0644
 MR0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL946665(NAD 83)
 MR0644
 MR0644                          SUPERSEDED SURVEY CONTROL
 MR0644
 MR0644.No superseded survey control is available for this station.
 MR0644
 MR0644_MARKER: Z = SEE DESCRIPTION
 MR0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0644
 MR0644  HISTORY     - Date     Condition        Report By
 MR0644  HISTORY     - 1903     MONUMENTED       CGS
 MR0644  HISTORY     - 19030618 GOOD             CGS
 MR0644
 MR0644                          STATION DESCRIPTION
 MR0644
 MR0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (RLL)
 MR0644'THE STATION IS LOCATED ABOUT 19.4 MI (31.3 KM) SOUTH-SOUTHEAST OF
 MR0644'WOODRUFF, 12.0 MI (19.3 KM) NORTHEAST OF CASTLE ROCK AND 4.3 MI (7.0
 MR0644'KM) NORTHEAST OF WAHSATCH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0289 ***********************************************************************
 MS0289  DESIGNATION -  O 10
 MS0289  PID         -  MS0289
 MS0289  STATE/COUNTY-  UT/BOX ELDER
 MS0289  COUNTRY     -  US
 MS0289  USGS QUAD   -  MATLIN (2017)
 MS0289
 MS0289                         *CURRENT SURVEY CONTROL
 MS0289  ______________________________________________________________________
 MS0289* NAD 83(1986) POSITION- 41 34 53.     (N) 113 17 32.     (W)   SCALED
 MS0289* NAVD 88 ORTHO HEIGHT -  1405.196 (meters)     4610.21  (feet) ADJUSTED
 MS0289  ______________________________________________________________________
 MS0289  GEOID HEIGHT    -        -15.990 (meters)                     GEOID18
 MS0289  DYNAMIC HEIGHT  -       1404.224 (meters)     4607.02  (feet) COMP
 MS0289  MODELED GRAVITY -    979,882.2   (mgal)                       NAVD 88
 MS0289
 MS0289  VERT ORDER      -  FIRST     CLASS II
 MS0289
 MS0289.The horizontal coordinates were scaled from a map and have
 MS0289.an estimated accuracy of +/- 6 seconds.
 MS0289
 MS0289.The orthometric height was determined by differential leveling and
 MS0289.adjusted by the NATIONAL GEODETIC SURVEY
 MS0289.in June 1991.
 MS0289
 MS0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0289.GEOID18 height accuracy estimate available here.
 MS0289
 MS0289.Click photographs - Photos may exist for this station.
 MS0289
 MS0289.The dynamic height is computed by dividing the NAVD 88
 MS0289.geopotential number by the normal gravity value computed on the
 MS0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0289.degrees latitude (g = 980.6199 gals.).
 MS0289
 MS0289.The modeled gravity was interpolated from observed gravity values.
 MS0289
 MS0289;                    North         East    Units  Estimated Accuracy
 MS0289;SPC UT N     - 1,140,140.      350,560.      MT  (+/- 180 meters Scaled)
 MS0289
 MS0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM089058(NAD 83)
 MS0289
 MS0289                          SUPERSEDED SURVEY CONTROL
 MS0289
 MS0289  NGVD 29 (??/??/92) 1404.150  (m)         4606.78   (f) ADJ UNCH    1 2
 MS0289
 MS0289.Superseded values are not recommended for survey control.
 MS0289
 MS0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0289.See file dsdata.pdf to determine how the superseded data were derived.
 MS0289
 MS0289_MARKER: P = PIPE CAP
 MS0289_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MS0289_STAMPING: O 10 1911 ELEV. 4606.782 FT.
 MS0289_MARK LOGO: CGS
 MS0289_MAGNETIC: P = MARKER IS A STEEL PIPE
 MS0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0289
 MS0289  HISTORY     - Date     Condition        Report By
 MS0289  HISTORY     - 1911     MONUMENTED       CGS
 MS0289  HISTORY     - 1953     GOOD             CGS
 MS0289
 MS0289                          STATION DESCRIPTION
 MS0289
 MS0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0289'16.9 MI SW FROM KELTON.
 MS0289'16.9 MILES SOUTHWEST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0289'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0289'KELTON, 17.5 MILES NORTHEAST OF WATERCRESS, 17 POLES SOUTHWEST OF
 MS0289'MILEPOLE 717, 289 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 MS0289'SHEEP CORRAL, 258 FEET NORTHEAST OF THE NORTH CORNER OF A 3- BY 4-FOOT
 MS0289'WOODEN BOX CULVERT, 97 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM A
 MS0289'TELEPHONE POLE WITH 4 GUY WIRES AND MARKED BY THE WHITE PAINTED
 MS0289'LETTERS BM, 53 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 MS0289'ROAD, AND SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT
 MS0289'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0344 ***********************************************************************
 HN0344  DESIGNATION -  O 12
 HN0344  PID         -  HN0344
 HN0344  STATE/COUNTY-  UT/GARFIELD
 HN0344  COUNTRY     -  US
 HN0344  USGS QUAD   -  BITTER CREEK DIVIDE (2017)
 HN0344
 HN0344                         *CURRENT SURVEY CONTROL
 HN0344  ______________________________________________________________________
 HN0344* NAD 83(1986) POSITION- 37 54 28.     (N) 111 02 33.     (W)   SCALED
 HN0344* NAVD 88 ORTHO HEIGHT -  1610.753 (meters)     5284.61  (feet) POSTED
 HN0344  ______________________________________________________________________
 HN0344  GEOID HEIGHT    -        -20.324 (meters)                     GEOID18
 HN0344  DYNAMIC HEIGHT  -       1608.95  (meters)     5278.7   (feet) COMP
 HN0344  MODELED GRAVITY -    979,452.3   (mgal)                       NAVD 88
 HN0344
 HN0344  VERT ORDER      -  * POSTED, SEE BELOW
 HN0344
 HN0344.The horizontal coordinates were scaled from a map and have
 HN0344.an estimated accuracy of +/- 6 seconds.
 HN0344
 HN0344.The orthometric height was determined by differential leveling
 HN0344.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0344
 HN0344.* This is a POSTED BENCH MARK height.
 HN0344
 HN0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0344.GEOID18 height accuracy estimate available here.
 HN0344
 HN0344.Click photographs - Photos may exist for this station.
 HN0344
 HN0344.The dynamic height is computed by dividing the NAVD 88
 HN0344.geopotential number by the normal gravity value computed on the
 HN0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0344.degrees latitude (g = 980.6199 gals.).
 HN0344
 HN0344.The modeled gravity was interpolated from observed gravity values.
 HN0344
 HN0344;                    North         East    Units  Estimated Accuracy
 HN0344;SPC UT S     - 3,137,840.      540,230.      MT  (+/- 180 meters Scaled)
 HN0344
 HN0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG962955(NAD 83)
 HN0344
 HN0344                          SUPERSEDED SURVEY CONTROL
 HN0344
 HN0344  NGVD 29 (??/??/92) 1609.577  (m)         5280.75   (f) ADJ UNCH    1 2
 HN0344
 HN0344.Superseded values are not recommended for survey control.
 HN0344
 HN0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0344.See file dsdata.pdf to determine how the superseded data were derived.
 HN0344
 HN0344_MARKER: DB = BENCH MARK DISK
 HN0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HN0344_SP_SET: REEF
 HN0344_STAMPING: O 12 1921
 HN0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0344
 HN0344  HISTORY     - Date     Condition        Report By
 HN0344  HISTORY     - 1921     MONUMENTED       CGS
 HN0344  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0344  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0344
 HN0344                          STATION DESCRIPTION
 HN0344
 HN0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 HN0344'13 MI S FROM BOWNS RANCH.
 HN0344'13 MILES SOUTH ALONG THE HALLS CROSSING ROAD FROM BOWNS RANCH,
 HN0344'GARFIELD COUNTY, AT OYSTER SHELL REEF, 40 FEET WEST OF THE ROAD, 30
 HN0344'FEET SOUTH OF A WASH RUNNING THROUGH A 60-FOOT GAP IN THE REEF, IN THE
 HN0344'REEF, NEAR A CAIRN, AND ABOUT 1 FOOT ABOVE THE GROUND.  A STANDARD
 HN0344'DISK, STAMPED O 12 1921.
 HN0344
 HN0344                          STATION RECOVERY (1982)
 HN0344
 HN0344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0344'MARK NOT FOUND.
 HN0344
 HN0344                          STATION RECOVERY (1982)
 HN0344
 HN0344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0344'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0195 ***********************************************************************
 HN0195  DESIGNATION -  O 13
 HN0195  PID         -  HN0195
 HN0195  STATE/COUNTY-  UT/SAN JUAN
 HN0195  COUNTRY     -  US
 HN0195  USGS QUAD   -  THE RINCON (2017)
 HN0195
 HN0195                         *CURRENT SURVEY CONTROL
 HN0195  ______________________________________________________________________
 HN0195* NAD 83(1986) POSITION- 37 19 52.     (N) 110 52 08.     (W)   SCALED
 HN0195* NAVD 88 ORTHO HEIGHT -  1008.904 (meters)     3310.05  (feet) POSTED
 HN0195  ______________________________________________________________________
 HN0195  GEOID HEIGHT    -        -22.675 (meters)                     GEOID18
 HN0195  DYNAMIC HEIGHT  -       1007.73  (meters)     3306.2   (feet) COMP
 HN0195  MODELED GRAVITY -    979,440.3   (mgal)                       NAVD 88
 HN0195
 HN0195  VERT ORDER      -  * POSTED, SEE BELOW
 HN0195
 HN0195.The horizontal coordinates were scaled from a map and have
 HN0195.an estimated accuracy of +/- 6 seconds.
 HN0195
 HN0195.The orthometric height was determined by differential leveling
 HN0195.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0195
 HN0195.* This is a POSTED BENCH MARK height.
 HN0195
 HN0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0195.GEOID18 height accuracy estimate available here.
 HN0195
 HN0195.Click photographs - Photos may exist for this station.
 HN0195
 HN0195.The dynamic height is computed by dividing the NAVD 88
 HN0195.geopotential number by the normal gravity value computed on the
 HN0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0195.degrees latitude (g = 980.6199 gals.).
 HN0195
 HN0195.The modeled gravity was interpolated from observed gravity values.
 HN0195
 HN0195;                    North         East    Units  Estimated Accuracy
 HN0195;SPC UT S     - 3,073,930.      555,930.      MT  (+/- 180 meters Scaled)
 HN0195
 HN0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG116316(NAD 83)
 HN0195
 HN0195                          SUPERSEDED SURVEY CONTROL
 HN0195
 HN0195  NGVD 29 (??/??/92) 1007.870  (m)         3306.65   (f) ADJ UNCH    1 2
 HN0195
 HN0195.Superseded values are not recommended for survey control.
 HN0195
 HN0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0195.See file dsdata.pdf to determine how the superseded data were derived.
 HN0195
 HN0195_MARKER: DB = BENCH MARK DISK
 HN0195_SETTING: 66 = SET IN ROCK OUTCROP
 HN0195_STAMPING: O 13 1921
 HN0195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0195+STABILITY: POSITION/ELEVATION WELL
 HN0195
 HN0195  HISTORY     - Date     Condition        Report By
 HN0195  HISTORY     - 1921     MONUMENTED       CGS
 HN0195
 HN0195                          STATION DESCRIPTION
 HN0195
 HN0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 HN0195'25.25 MI S FROM HALLS CROSSING.
 HN0195'IN SAN JUAN COUNTY, 25-1/4 MILES SOUTH ALONG COLORADO RIVER FROM THE
 HN0195'MOUTH OF HALL CREEK AT HALLS CROSSING, KANE COUNTY, 5-3/4 MILES NORTH
 HN0195'OF THE MOUTH OF ESCALANTE RIVER, IN THE TOP OF A RED SANSTONE LEDGE
 HN0195'EAST OF THE RIVER, NEAR A CAIRN, MARKED BY AN ARROW ON A NEARBY ROCK,
 HN0195'AND ABOUT 30 FEET HIGHER THAN THE WATER (OCT. 1921).  A STANDARD DISK,
 HN0195'STAMPED O 13 1921.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0046 ***********************************************************************
 KO0046  DESIGNATION -  O 3
 KO0046  PID         -  KO0046
 KO0046  STATE/COUNTY-  UT/JUAB
 KO0046  COUNTRY     -  US
 KO0046  USGS QUAD   -  MCINTYRE (2017)
 KO0046
 KO0046                         *CURRENT SURVEY CONTROL
 KO0046  ______________________________________________________________________
 KO0046* NAD 83(1986) POSITION- 39 50 04.     (N) 112 10 08.     (W)   SCALED
 KO0046* NAVD 88 ORTHO HEIGHT -  1702.521 (meters)     5585.69  (feet) POSTED
 KO0046  ______________________________________________________________________
 KO0046  GEOID HEIGHT    -        -17.977 (meters)                     GEOID18
 KO0046  DYNAMIC HEIGHT  -       1700.89  (meters)     5580.3   (feet) COMP
 KO0046  MODELED GRAVITY -    979,605.7   (mgal)                       NAVD 88
 KO0046
 KO0046  VERT ORDER      -  * POSTED, SEE BELOW
 KO0046
 KO0046.The horizontal coordinates were scaled from a map and have
 KO0046.an estimated accuracy of +/- 6 seconds.
 KO0046
 KO0046.The orthometric height was determined by differential leveling
 KO0046.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KO0046
 KO0046.* This is a POSTED BENCH MARK height.
 KO0046
 KO0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0046.GEOID18 height accuracy estimate available here.
 KO0046
 KO0046.Click photographs - Photos may exist for this station.
 KO0046
 KO0046.The dynamic height is computed by dividing the NAVD 88
 KO0046.geopotential number by the normal gravity value computed on the
 KO0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0046.degrees latitude (g = 980.6199 gals.).
 KO0046
 KO0046.The modeled gravity was interpolated from observed gravity values.
 KO0046
 KO0046;                    North         East    Units  Estimated Accuracy
 KO0046;SPC UT C     - 2,166,870.      442,750.      MT  (+/- 180 meters Scaled)
 KO0046
 KO0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK999100(NAD 83)
 KO0046
 KO0046                          SUPERSEDED SURVEY CONTROL
 KO0046
 KO0046.No superseded survey control is available for this station.
 KO0046
 KO0046_MARKER: Q = CHISELED SQUARE
 KO0046_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KO0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0046
 KO0046  HISTORY     - Date     Condition        Report By
 KO0046  HISTORY     - 1908     MONUMENTED       CGS
 KO0046  HISTORY     - 1949     GOOD             CGS
 KO0046  HISTORY     - 1970     MARK NOT FOUND   NGS
 KO0046
 KO0046                          STATION DESCRIPTION
 KO0046
 KO0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KO0046'IN MCINTYRE.
 KO0046'AT MCINTYRE, JUAB COUNTY, ON THE UNION PACIFIC RAILROAD, OPPOSITE THE
 KO0046'STATION SIGN, ABOUT 1-1/2 RAILS NORTH OF A HIGHWAY-CROSSING SIGN,
 KO0046'ABOUT 60 FEET EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 28 FEET
 KO0046'FROM THE CENTER LINE OF THE HIGHWAY.  THE BOTTOM OF A SQUARE HOLE
 KO0046'SURROUNDED BY THE LETTERS USBM. IN THE TOP OF A STONE POST.
 KO0046
 KO0046                          STATION RECOVERY (1970)
 KO0046
 KO0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KO0046'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0310 ***********************************************************************
 HO0310  DESIGNATION -  O 8
 HO0310  PID         -  HO0310
 HO0310  STATE/COUNTY-  UT/IRON
 HO0310  COUNTRY     -  US
 HO0310  USGS QUAD   -  ZANE (2017)
 HO0310
 HO0310                         *CURRENT SURVEY CONTROL
 HO0310  ______________________________________________________________________
 HO0310* NAD 83(1986) POSITION- 37 55 32.     (N) 113 34 49.     (W)   SCALED
 HO0310* NAVD 88 ORTHO HEIGHT -  1586.638 (meters)     5205.49  (feet) ADJUSTED
 HO0310  ______________________________________________________________________
 HO0310  GEOID HEIGHT    -        -22.574 (meters)                     GEOID18
 HO0310  DYNAMIC HEIGHT  -       1584.905 (meters)     5199.81  (feet) COMP
 HO0310  MODELED GRAVITY -    979,482.1   (mgal)                       NAVD 88
 HO0310
 HO0310  VERT ORDER      -  FIRST     CLASS II
 HO0310
 HO0310.The horizontal coordinates were scaled from a map and have
 HO0310.an estimated accuracy of +/- 6 seconds.
 HO0310
 HO0310.The orthometric height was determined by differential leveling and
 HO0310.adjusted by the NATIONAL GEODETIC SURVEY
 HO0310.in June 1991.
 HO0310
 HO0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0310.GEOID18 height accuracy estimate available here.
 HO0310
 HO0310.Click photographs - Photos may exist for this station.
 HO0310
 HO0310.The dynamic height is computed by dividing the NAVD 88
 HO0310.geopotential number by the normal gravity value computed on the
 HO0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0310.degrees latitude (g = 980.6199 gals.).
 HO0310
 HO0310.The modeled gravity was interpolated from observed gravity values.
 HO0310
 HO0310;                    North         East    Units  Estimated Accuracy
 HO0310;SPC UT S     - 3,141,750.      317,120.      MT  (+/- 180 meters Scaled)
 HO0310
 HO0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH732006(NAD 83)
 HO0310
 HO0310                          SUPERSEDED SURVEY CONTROL
 HO0310
 HO0310  NGVD 29 (??/??/92) 1585.540  (m)         5201.89   (f) ADJ UNCH    1 2
 HO0310
 HO0310.Superseded values are not recommended for survey control.
 HO0310
 HO0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0310.See file dsdata.pdf to determine how the superseded data were derived.
 HO0310
 HO0310_MARKER: H = DRILL HOLE
 HO0310_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HO0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0310
 HO0310  HISTORY     - Date     Condition        Report By
 HO0310  HISTORY     - 1908     MONUMENTED       CGS
 HO0310  HISTORY     - 1934     GOOD             CGS
 HO0310  HISTORY     - 20120228 MARK NOT FOUND   GEOCAC
 HO0310
 HO0310                          STATION DESCRIPTION
 HO0310
 HO0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0310'IN ZANE.
 HO0310'AT ZANE, IRON COUNTY, ON THE UNION PACIFIC RAILROAD, NEAR MILE POLE
 HO0310'531-1/2, ABOUT 174 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK,
 HO0310'DIRECTLY OPPOSITE THE STATION SIGN, AND ABOUT 5 FEET LOWER THAN THE
 HO0310'TOP OF THE RAIL.  THE BOTTOM OF A SQUARE HOLE, SURROUNDED BY THE
 HO0310'LETTERS USBM, IN THE TOP OF A STONE POST.
 HO0310
 HO0310                          STATION RECOVERY (2012)
 HO0310
 HO0310'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 HO0310'THE L/L IS NEAR RR MP 530.5, NOT 531.5, BUT BOTH RELATIVE LOCATIONS
 HO0310'HAVE BEEN DISTURBED BY CULTIVATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AB3350 ***********************************************************************
 AB3350  DESIGNATION -  O 9
 AB3350  PID         -  AB3350
 AB3350  STATE/COUNTY-  UT/BOX ELDER
 AB3350  COUNTRY     -  US
 AB3350  USGS QUAD   -  ROSETTE (2017)
 AB3350
 AB3350                         *CURRENT SURVEY CONTROL
 AB3350  ______________________________________________________________________
 AB3350* NAD 83(1994) POSITION- 41 48 56.60138(N) 113 29 17.41456(W)   ADJUSTED
 AB3350* NAVD 88 ORTHO HEIGHT -  1702.41  (+/-2cm)     5585.3   (feet) VERTCON3
 AB3350  ______________________________________________________________________
 AB3350  GEOID HEIGHT    -        -15.007 (meters)                     GEOID18
 AB3350  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 AB3350  HORZ ORDER      -  THIRD
 AB3350  VERT ORDER      -  THIRD ? (See Below)
 AB3350
 AB3350.The horizontal coordinates were established by classical geodetic methods
 AB3350.and adjusted by the National Geodetic Survey in November 1997.
 AB3350
 AB3350.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3350
 AB3350.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3350.GEOID18 height accuracy estimate available here.
 AB3350
 AB3350.The vertical order pertains to the NGVD 29 superseded value.
 AB3350
 AB3350.Click photographs - Photos may exist for this station.
 AB3350
 AB3350.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3350
 AB3350. The following values were computed from the NAD 83(1994) position.
 AB3350
 AB3350;                    North         East     Units Scale Factor Converg.
 AB3350;SPC UT N     - 1,166,515.247   334,817.666   MT  1.00000542   -1 18 39.3
 AB3350;SPC UT N     - 3,827,142.11  1,098,480.96   sFT  1.00000542   -1 18 39.3
 AB3350;UTM  12      - 4,632,309.362   293,334.836   MT  1.00012560   -1 39 34.3
 AB3350
 AB3350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3350!SPC UT N     -   0.99973541  x   1.00000542  =   0.99974083
 AB3350!UTM  12      -   0.99973541  x   1.00012560  =   0.99986098
 AB3350
 AB3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM9333432309(NAD 83)
 AB3350
 AB3350                          SUPERSEDED SURVEY CONTROL
 AB3350
 AB3350  NAD 83(1986)-  41 48 56.59409(N)    113 29 17.40297(W) AD(       ) 3
 AB3350  NGVD 29            1701.26   (m)         5581.6    (f) LEVELING    3  
 AB3350
 AB3350.Superseded values are not recommended for survey control.
 AB3350
 AB3350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3350.See file dsdata.pdf to determine how the superseded data were derived.
 AB3350
 AB3350_MARKER: DB = BENCH MARK DISK
 AB3350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3350_STAMPING: 0 9 1957 5582
 AB3350_MARK LOGO: USGS
 AB3350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3350+STABILITY: SURFACE MOTION
 AB3350
 AB3350  HISTORY     - Date     Condition        Report By
 AB3350  HISTORY     - 1957     MONUMENTED       USGS
 AB3350
 AB3350                          STATION DESCRIPTION
 AB3350
 AB3350'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 AB3350'DESCRIBED IN USGS LEVEL LINE BY J. C. ODEA, 1957, PV 308.
 AB3350'LOCATED ABOUT 3.6 MI. W. OF ROSETTE AND JUST N. OF A COUNTY RD.
 AB3350'TO REACH FROM PARK VALLEY POST OFFICE, DRIVE W. ON STATE HIGHWAY 70
 AB3350'FOR 5.1 MI. TO END OF PAVEMENT, THEN SW. ON SAME HIGHWAY FOR 0.5 MI.,
 AB3350'TURN RIGHT 2.8 MI. TO STATION.  STATION IS 61 FT. N. OF T-RD.
 AB3350'INTERSECTION FROM THE S. AND 212 FT. E. OF A T-RD. N.
 AB3350'STATION MARK--STANDARD BM TABLET STAMPED---0 9 1957 5582---, SET IN
 AB3350'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0577 ***********************************************************************
 HO0577  DESIGNATION -  OAK
 HO0577  PID         -  HO0577
 HO0577  STATE/COUNTY-  UT/WASHINGTON
 HO0577  COUNTRY     -  US
 HO0577  USGS QUAD   -  COGSWELL POINT (2017)
 HO0577
 HO0577                         *CURRENT SURVEY CONTROL
 HO0577  ______________________________________________________________________
 HO0577* NAD 83(1994) POSITION- 37 27 08.95030(N) 112 59 58.03142(W)   ADJUSTED
 HO0577* NAVD 88 ORTHO HEIGHT -  2820.3   (meters)     9253.    (feet) VERTCON3
 HO0577  ______________________________________________________________________
 HO0577  GEOID HEIGHT    -        -21.210 (meters)                     GEOID18
 HO0577  LAPLACE CORR    -          5.19  (seconds)                    DEFLEC18
 HO0577  HORZ ORDER      -  THIRD
 HO0577
 HO0577.The horizontal coordinates were established by classical geodetic methods
 HO0577.and adjusted by the National Geodetic Survey in June 1998.
 HO0577
 HO0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0577
 HO0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0577.GEOID18 height accuracy estimate available here.
 HO0577
 HO0577.Click photographs - Photos may exist for this station.
 HO0577
 HO0577.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0577
 HO0577. The following values were computed from the NAD 83(1994) position.
 HO0577
 HO0577;                    North         East     Units Scale Factor Converg.
 HO0577;SPC UT S     - 3,088,276.233   367,336.157   MT  0.99996795   -0 55 07.3
 HO0577;SPC UT S     -10,132,119.61  1,205,168.71   sFT  0.99996795   -0 55 07.3
 HO0577;UTM  12      - 4,146,946.991   323,146.825   MT  0.99998528   -1 12 58.3
 HO0577
 HO0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0577!SPC UT S     -   0.99956095  x   0.99996795  =   0.99952892
 HO0577!UTM  12      -   0.99956095  x   0.99998528  =   0.99954624
 HO0577
 HO0577:                Primary Azimuth Mark                     Grid Az
 HO0577:SPC UT S     -  MINER                                    333 17 33.4
 HO0577:UTM  12      -  MINER                                    333 35 24.4
 HO0577
 HO0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG2314646946(NAD 83)
 HO0577
 HO0577|---------------------------------------------------------------------|
 HO0577| PID    Reference Object                     Distance      Geod. Az  |
 HO0577|                                                           dddmmss.s |
 HO0577| HO0617 MINER                               APPROX. 4.3 KM 3322226.1 |
 HO0577|---------------------------------------------------------------------|
 HO0577
 HO0577                          SUPERSEDED SURVEY CONTROL
 HO0577
 HO0577  NAD 83(1986)-  37 27 08.95035(N)    112 59 58.02641(W) AD(       ) 3
 HO0577  NAD 27      -  37 27 09.03213(N)    112 59 55.21985(W) AD(       ) 3
 HO0577  NGVD 29 (07/19/86) 2819.0    (m)         9249.     (f) VERT ANG       
 HO0577
 HO0577.Superseded values are not recommended for survey control.
 HO0577
 HO0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0577.See file dsdata.pdf to determine how the superseded data were derived.
 HO0577
 HO0577
 HO0577  HISTORY     - Date     Condition        Report By
 HO0577  HISTORY     - 1954     MONUMENTED       USGS
 HO0577  HISTORY     - 1957     GOOD             USGS
 HO0577
 HO0577                          STATION DESCRIPTION
 HO0577
 HO0577'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 HO0577'LOCATED ABOUT 17.0 MI. SSE. OF CEDAR CITY AND 17.0 MI. NE. OF PINTURA,
 HO0577'IN T39S,R10W. SEC.6.  THE STATION OVERLOOKS OAK VALLEY TO THE S. AND
 HO0577'IS ON THE E. SLOPE OF THE   TOP SHOWN ON THE OLD USGS MAP AS HORNET
 HO0577'POINT.
 HO0577'
 HO0577'TO REACH FROM CEDAR CITY, DRIVE SW. ON U.S. HIGHWAY 91 FOR 1.8 MI. TO
 HO0577'RD. TO THE LEFT E. TURN LEFT 6.9 MI. TO TOP OF MOUNTAIN AND RD. FORKS,
 HO0577'TAKE RIGHT FORKS, TAKE RIGHT FORK 4.0 MI. TO T-RD., CONTINUE STRAIGHT
 HO0577'AHEAD 3.4 MI. TO ANOTHER T-RD. AGAIN STRAIGHT AHEAD 3.6 MI. TO Y-RD.
 HO0577'TAKE LEFT FORK 3.6 MI. TO DIM FORK ON RIGHT, TURN RIGHT S. AND DRIVE
 HO0577'0.3 MI. THEN W. ACROSS COUNTRY FOLLOWING DIM RD. ABOUT 0.5 MI. TO
 HO0577'STATION AT N-S. FENCE NEAR EDGE OF RIM.
 HO0577'
 HO0577'STATION MARK - STANDARD TABLET STAMPED ---OAK 1954--- CEMENTED IN
 HO0577'LARGE STONE SET FLUSH WITH GROUND.
 HO0577'
 HO0577'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER CEMENTED IN LARGE BOULDER
 HO0577'30.23 FT. FROM STATION MARK, N 54 DEG 05 MIN E.
 HO0577'
 HO0577'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER IN 15 IN. SPRUCE TREE,
 HO0577'49.06 FT. FROM STATION MARK, S 46 DEG 14 MIN E.
 HO0577'
 HO0577'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0674 ***********************************************************************
 LN0674  DESIGNATION -  OAKS PARK
 LN0674  PID         -  LN0674
 LN0674  STATE/COUNTY-  UT/UINTAH
 LN0674  COUNTRY     -  US
 LN0674  USGS QUAD   -  DYER MOUNTAIN (2017)
 LN0674
 LN0674                         *CURRENT SURVEY CONTROL
 LN0674  ______________________________________________________________________
 LN0674* NAD 83(1994) POSITION- 40 44 56.14542(N) 109 36 58.11344(W)   ADJUSTED
 LN0674* NAVD 88 ORTHO HEIGHT -  2833.8   (meters)     9297.    (feet) VERTCON3
 LN0674  ______________________________________________________________________
 LN0674  GEOID HEIGHT    -        -13.563 (meters)                     GEOID18
 LN0674  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 LN0674  HORZ ORDER      -  THIRD
 LN0674
 LN0674.The horizontal coordinates were established by classical geodetic methods
 LN0674.and adjusted by the National Geodetic Survey in November 1997.
 LN0674
 LN0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0674
 LN0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0674.GEOID18 height accuracy estimate available here.
 LN0674
 LN0674.Click photographs - Photos may exist for this station.
 LN0674
 LN0674.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0674
 LN0674. The following values were computed from the NAD 83(1994) position.
 LN0674
 LN0674;                    North         East     Units Scale Factor Converg.
 LN0674;SPC UT C     - 2,269,865.132   659,090.999   MT  1.00002612   +1 12 24.3
 LN0674;SPC UT C     - 7,447,049.19  2,162,367.72   sFT  1.00002612   +1 12 24.3
 LN0674;UTM  12      - 4,511,807.463   616,826.743   MT  0.99976799   +0 54 12.3
 LN0674
 LN0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0674!SPC UT C     -   0.99955781  x   1.00002612  =   0.99958392
 LN0674!UTM  12      -   0.99955781  x   0.99976799  =   0.99932590
 LN0674
 LN0674:                Primary Azimuth Mark                     Grid Az
 LN0674:SPC UT C     -  TAYLOR MOUNTAIN                          201 03 49.7
 LN0674:UTM  12      -  TAYLOR MOUNTAIN                          201 22 01.7
 LN0674
 LN0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL1682611807(NAD 83)
 LN0674
 LN0674|---------------------------------------------------------------------|
 LN0674| PID    Reference Object                     Distance      Geod. Az  |
 LN0674|                                                           dddmmss.s |
 LN0674| LN0681 TAYLOR MOUNTAIN                     APPROX. 5.2 KM 2021614.0 |
 LN0674|---------------------------------------------------------------------|
 LN0674
 LN0674                          SUPERSEDED SURVEY CONTROL
 LN0674
 LN0674  NAD 83(1993)-  40 44 56.14563(N)    109 36 58.11361(W) AD(       ) 3
 LN0674  NAD 83(1986)-  40 44 56.12597(N)    109 36 58.10073(W) AD(       ) 3
 LN0674  NAD 27      -  40 44 56.27763(N)    109 36 55.59276(W) AD(       ) 3
 LN0674  NGVD 29 (07/19/86) 2832.2    (m)         9292.     (f) VERT ANG       
 LN0674
 LN0674.Superseded values are not recommended for survey control.
 LN0674
 LN0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0674.See file dsdata.pdf to determine how the superseded data were derived.
 LN0674
 LN0674_MARKER: DD = SURVEY DISK
 LN0674_SETTING: 66 = SET IN ROCK OUTCROP
 LN0674_STAMPING: OAKS PARK 1949
 LN0674_MARK LOGO: USGS
 LN0674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0674+STABILITY: POSITION/ELEVATION WELL
 LN0674
 LN0674  HISTORY     - Date     Condition        Report By
 LN0674  HISTORY     - 1949     MONUMENTED       USGS
 LN0674
 LN0674                          STATION DESCRIPTION
 LN0674
 LN0674'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LN0674'STATION LOCATED IN THE ASHLEY NATIONAL FOREST ABOUT 20 MI. NW. OF
 LN0674'VERNAL UTAH, 2000 FT. N. OF THE OAKS PARK LAKE DAM AND 150 FT. E. OF
 LN0674'THE E. SIDE HIGH WATER LINE OF SAID LAKE IN PROBABLY SEC.6 T.1 S., R.
 LN0674'21 E.,
 LN0674'
 LN0674'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 44
 LN0674'IN VERNAL UTAH, GO N. ON STATE HIGHWAY 44 FOR 22.2 MI. TO RD. JUNCTION
 LN0674'AND SIGN READING, ---OAKS PARK 12---, THEN LEFT WESTERLY FOR 1.85 MI.
 LN0674'TO RD. JUNCTION AND SIGN READING ---OAKS PARK-9---, THEN LEFT,
 LN0674'WESTERLY FOR 5.3 MI. TO T-RD. S. CONTINUE ON SAME RD. NORTHWESTERLY
 LN0674'FOR 2.0 MI. TO RD. FORK, THEN LEFT MAIN FORK FOR 0.8 MI. TO T-RD. E.
 LN0674'AND SIGN ---OAKS PARK 1---,  THEN RIGHT EASTERLY FOR 1.0 MI. TO OAKS
 LN0674'PARK CAMP AND LAKE.  TURN RIGHT, EASTERLY ACROSS TOP OF DAM FOR 0.25
 LN0674'MI. TO E. BANK OF LAKE,  THEN LEFT, NORTHERLY ALONG E. SIDE OF LAKE
 LN0674'FOR 0.4 MI. TO STATION.
 LN0674'
 LN0674'STATION MARK - STANDARD TABLET SET IN ROCK OUTCROP, STAMPED, ---OAKS
 LN0674'PARK 1949---.
 LN0674'
 LN0674'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER DRIVEN INTO TRUNK OF
 LN0674'TREE, DISTANCE OF 106.5 FT. FROM STATION, N 12 DEG 16 MIN E.
 LN0674'15 MINUTES 48 SECONDS.
 LN0674'
 LN0674'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER DRIVEN INTO TRUNK OF TREE
 LN0674'81.2 FT. FROM STATION, N 89 DEG 25 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5498 ***********************************************************************
 DR5498  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5498  DESIGNATION -  OCS
 DR5498  PID         -  DR5498
 DR5498  STATE/COUNTY-  UT/WEBER
 DR5498  COUNTRY     -  US
 DR5498  USGS QUAD   -  OGDEN (2017)
 DR5498
 DR5498                         *CURRENT SURVEY CONTROL
 DR5498  ______________________________________________________________________
 DR5498* NAD 83(2011) POSITION- 41 09 49.40276(N) 111 55 30.31190(W)   ADJUSTED
 DR5498* NAD 83(2011) ELLIP HT-  1504.806 (meters)        (07/08/20)   ADJUSTED
 DR5498* NAD 83(2011) EPOCH   -  2010.00
 DR5498* NAVD 88 ORTHO HEIGHT -  1521.30  (meters)     4991.1   (feet) GPS OBS
 DR5498  ______________________________________________________________________
 DR5498  GEOID HEIGHT    -        -16.473 (meters)                     GEOID18
 DR5498  NAD 83(2011) X  - -1,795,941.327 (meters)                     COMP
 DR5498  NAD 83(2011) Y  - -4,461,898.265 (meters)                     COMP
 DR5498  NAD 83(2011) Z  -  4,177,119.005 (meters)                     COMP
 DR5498  LAPLACE CORR    -         15.29  (seconds)                    DEFLEC18
 DR5498
 DR5498  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5498  Standards:
 DR5498         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5498            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5498  -------------------------------------------------------------------
 DR5498  NETWORK    0.72   1.37           0.32   0.26   0.70     -0.06563578
 DR5498  -------------------------------------------------------------------
 DR5498  Click here for local accuracies and other accuracy information.
 DR5498
 DR5498.The horizontal coordinates were established by GPS observations
 DR5498.and adjusted by the National Geodetic Survey in July 2020.
 DR5498
 DR5498.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5498.been affixed to the stable North American tectonic plate. See 
 DR5498.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5498
 DR5498.The horizontal coordinates are valid at the epoch date displayed above
 DR5498.which is a decimal equivalence of Year/Month/Day.
 DR5498
 DR5498.The orthometric height was determined by GPS observations and a
 DR5498.high-resolution geoid model using precise GPS observation and
 DR5498.processing techniques.
 DR5498
 DR5498.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5498.GEOID18 height accuracy estimate available here.
 DR5498
 DR5498.Click photographs - Photos may exist for this station.
 DR5498
 DR5498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5498
 DR5498.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5498
 DR5498.The ellipsoidal height was determined by GPS observations
 DR5498.and is referenced to NAD 83.
 DR5498
 DR5498. The following values were computed from the NAD 83(2011) position.
 DR5498
 DR5498;                    North         East     Units Scale Factor Converg.
 DR5498;SPC UT N     - 1,092,301.580   464,325.544   MT  0.99995799   -0 16 49.0
 DR5498;SPC UT N     - 3,583,659.43  1,523,374.72   sFT  0.99995799   -0 16 49.0
 DR5498;UTM  12      - 4,557,344.534   422,391.177   MT  0.99967413   -0 36 32.2
 DR5498
 DR5498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5498!SPC UT N     -   0.99976402  x   0.99995799  =   0.99972202
 DR5498!UTM  12      -   0.99976402  x   0.99967413  =   0.99943822
 DR5498
 DR5498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2239157344(NAD 83)
 DR5498
 DR5498                          SUPERSEDED SURVEY CONTROL
 DR5498
 DR5498.No superseded survey control is available for this station.
 DR5498
 DR5498_MARKER: DB = BENCH MARK DISK
 DR5498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5498_STAMPING: OCS
 DR5498_MARK LOGO: UT1350
 DR5498_PROJECTION: RECESSED 10 CENTIMETERS
 DR5498_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR5498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5498+STABILITY: SURFACE MOTION
 DR5498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5498+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2016
 DR5498
 DR5498  HISTORY     - Date     Condition        Report By
 DR5498  HISTORY     - UNK      MONUMENTED       UT1350
 DR5498  HISTORY     - 20160927 GOOD             UT-057
 DR5498
 DR5498                          STATION DESCRIPTION
 DR5498
 DR5498'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5498'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) EAST OF ROY PARK ADDITION
 DR5498'SUBDIVISION, 5.2 MI (8.4 KM) EAST OF ROY AND 4.8 MI (7.7 KM)
 DR5498'SOUTH-SOUTHEAST OF OGDEN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5498'
 DR5498'TO REACH FROM THE INTERSECTION OF SKYLINE DRIVE AND HAMPTON GREEN WAY
 DR5498'THE MARK IS IN THE MIDDLE OF THE INTERSECTION UNDER A RING AND LID.
 DR5498'
 DR5498'IT IS 52 FT (15.8 M) NORTHEAST OF TOP BACK OF CURB, 50.0 FT (15.2 M)
 DR5498'SOUTHEAST OF TOP BACK OF CURB.
 DR5498'
 DR5498'NOTE-THE DISK IS NOT STAMPED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5497 ***********************************************************************
 DR5497  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5497  DESIGNATION -  OCS 20
 DR5497  PID         -  DR5497
 DR5497  STATE/COUNTY-  UT/WEBER
 DR5497  COUNTRY     -  US
 DR5497  USGS QUAD   -  OGDEN (2017)
 DR5497
 DR5497                         *CURRENT SURVEY CONTROL
 DR5497  ______________________________________________________________________
 DR5497* NAD 83(2011) POSITION- 41 11 02.81599(N) 111 55 55.72164(W)   ADJUSTED
 DR5497* NAD 83(2011) ELLIP HT-  1559.002 (meters)        (07/08/20)   ADJUSTED
 DR5497* NAD 83(2011) EPOCH   -  2010.00
 DR5497* NAVD 88 ORTHO HEIGHT -  1575.48  (meters)     5168.9   (feet) GPS OBS
 DR5497  ______________________________________________________________________
 DR5497  GEOID HEIGHT    -        -16.466 (meters)                     GEOID18
 DR5497  NAD 83(2011) X  - -1,795,949.182 (meters)                     COMP
 DR5497  NAD 83(2011) Y  - -4,460,331.419 (meters)                     COMP
 DR5497  NAD 83(2011) Z  -  4,178,859.800 (meters)                     COMP
 DR5497  LAPLACE CORR    -         23.56  (seconds)                    DEFLEC18
 DR5497
 DR5497  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5497  Standards:
 DR5497         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5497            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5497  -------------------------------------------------------------------
 DR5497  NETWORK    0.77   1.35           0.35   0.27   0.69     -0.09469606
 DR5497  -------------------------------------------------------------------
 DR5497  Click here for local accuracies and other accuracy information.
 DR5497
 DR5497.The horizontal coordinates were established by GPS observations
 DR5497.and adjusted by the National Geodetic Survey in July 2020.
 DR5497
 DR5497.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5497.been affixed to the stable North American tectonic plate. See 
 DR5497.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5497
 DR5497.The horizontal coordinates are valid at the epoch date displayed above
 DR5497.which is a decimal equivalence of Year/Month/Day.
 DR5497
 DR5497.The orthometric height was determined by GPS observations and a
 DR5497.high-resolution geoid model using precise GPS observation and
 DR5497.processing techniques.
 DR5497
 DR5497.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5497.GEOID18 height accuracy estimate available here.
 DR5497
 DR5497.Click photographs - Photos may exist for this station.
 DR5497
 DR5497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5497
 DR5497.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5497
 DR5497.The ellipsoidal height was determined by GPS observations
 DR5497.and is referenced to NAD 83.
 DR5497
 DR5497. The following values were computed from the NAD 83(2011) position.
 DR5497
 DR5497;                    North         East     Units Scale Factor Converg.
 DR5497;SPC UT N     - 1,094,569.121   463,744.462   MT  0.99995751   -0 17 05.8
 DR5497;SPC UT N     - 3,591,098.86  1,521,468.29   sFT  0.99995751   -0 17 05.8
 DR5497;UTM  12      - 4,559,614.729   421,823.277   MT  0.99967522   -0 36 49.8
 DR5497
 DR5497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5497!SPC UT N     -   0.99975552  x   0.99995751  =   0.99971304
 DR5497!UTM  12      -   0.99975552  x   0.99967522  =   0.99943082
 DR5497
 DR5497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2182359614(NAD 83)
 DR5497
 DR5497                          SUPERSEDED SURVEY CONTROL
 DR5497
 DR5497.No superseded survey control is available for this station.
 DR5497
 DR5497_MARKER: DD = SURVEY DISK
 DR5497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5497_MARK LOGO: UT1350
 DR5497_PROJECTION: FLUSH
 DR5497_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR5497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5497+STABILITY: SURFACE MOTION
 DR5497
 DR5497  HISTORY     - Date     Condition        Report By
 DR5497  HISTORY     - UNK      MONUMENTED       UT1350
 DR5497  HISTORY     - 20160927 GOOD             UT-057
 DR5497
 DR5497                          STATION DESCRIPTION
 DR5497
 DR5497'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5497'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) EAST-NORTHEAST OF ROY
 DR5497'PARK ADDITION SUBDIVISION, 5.1 MI (8.2 KM) EAST-NORTHEAST OF ROY AND
 DR5497'3.4 MI (5.5 KM) SOUTHEAST OF OGDEN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5497'
 DR5497'TO REACH FROM THE INTERSECTION OF BUESS DRIVE AND SPRING ROAD IN OGDEN
 DR5497'UT.  PROCEED SOUTH 0.13 MI (0.21 KM) TO CUL-DE-SAC.  TO THE STATION
 DR5497'STRAIGHT AHEAD.
 DR5497'
 DR5497'IT IS 38 FT (11.6 M) EAST OF BRICK MAILBOX, 37 FT (11.3 M) WEST OF TOP
 DR5497'BACK OF CURB.  MARK IS LOCATED IN THE CENTER OF THE CUL-DE-SAC.
 DR5497'
 DR5497'NOTE-THE DISK IS NOT STAMPED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0789 ***********************************************************************
 MS0789  DESIGNATION -  OGD AP STA A
 MS0789  PID         -  MS0789
 MS0789  STATE/COUNTY-  UT/WEBER
 MS0789  COUNTRY     -  US
 MS0789  USGS QUAD   -  ROY (2017)
 MS0789
 MS0789                         *CURRENT SURVEY CONTROL
 MS0789  ______________________________________________________________________
 MS0789* NAD 83(2011) POSITION- 41 11 53.71291(N) 112 00 12.97621(W)   ADJUSTED
 MS0789* NAD 83(2011) ELLIP HT-  1332.933 (meters)        (06/27/12)   ADJUSTED
 MS0789* NAD 83(2011) EPOCH   -  2010.00
 MS0789* NAVD 88 ORTHO HEIGHT -  1349.7   (meters)     4428.    (feet) GPS OBS
 MS0789  ______________________________________________________________________
 MS0789  NAVD 88 orthometric height was determined with geoid model    GEOID99
 MS0789  GEOID HEIGHT    -        -16.701 (meters)                     GEOID99
 MS0789  GEOID HEIGHT    -        -16.843 (meters)                     GEOID18
 MS0789  NAD 83(2011) X  - -1,801,059.484 (meters)                     COMP
 MS0789  NAD 83(2011) Y  - -4,456,971.356 (meters)                     COMP
 MS0789  NAD 83(2011) Z  -  4,179,892.739 (meters)                     COMP
 MS0789  LAPLACE CORR    -          7.86  (seconds)                    DEFLEC18
 MS0789
 MS0789  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MS0789  Standards:
 MS0789         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MS0789            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MS0789  -------------------------------------------------------------------
 MS0789  NETWORK    1.42   1.59           0.64   0.50   0.81      0.11862732
 MS0789  -------------------------------------------------------------------
 MS0789  Click here for local accuracies and other accuracy information.
 MS0789
 MS0789.This mark is at Ogden-Hinckley Airport (OGD)
 MS0789
 MS0789.The horizontal coordinates were established by GPS observations
 MS0789.and adjusted by the National Geodetic Survey in June 2012.
 MS0789
 MS0789.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MS0789.been affixed to the stable North American tectonic plate. See 
 MS0789.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MS0789
 MS0789.The horizontal coordinates are valid at the epoch date displayed above
 MS0789.which is a decimal equivalence of Year/Month/Day.
 MS0789
 MS0789.The orthometric height was determined by GPS observations and a
 MS0789.high-resolution geoid model.
 MS0789
 MS0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0789.GEOID18 height accuracy estimate available here.
 MS0789
 MS0789.Click photographs - Photos may exist for this station.
 MS0789
 MS0789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MS0789
 MS0789.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0789
 MS0789.The ellipsoidal height was determined by GPS observations
 MS0789.and is referenced to NAD 83.
 MS0789
 MS0789. The following values were computed from the NAD 83(2011) position.
 MS0789
 MS0789;                    North         East     Units Scale Factor Converg.
 MS0789;SPC UT N     - 1,096,171.444   457,758.398   MT  0.99995726   -0 19 55.4
 MS0789;SPC UT N     - 3,596,355.81  1,501,829.01   sFT  0.99995726   -0 19 55.4
 MS0789;UTM  12      - 4,561,250.941   415,848.162   MT  0.99968715   -0 39 39.9
 MS0789
 MS0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0789!SPC UT N     -   0.99979096  x   0.99995726  =   0.99974823
 MS0789!UTM  12      -   0.99979096  x   0.99968715  =   0.99947818
 MS0789
 MS0789:                Primary Azimuth Mark                     Grid Az
 MS0789:SPC UT N     -  OGD ARP 2                                253 42 29.1
 MS0789:UTM  12      -  OGD ARP 2                                254 02 13.6
 MS0789
 MS0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1584861250(NAD 83)
 MS0789
 MS0789|---------------------------------------------------------------------|
 MS0789| PID    Reference Object                     Distance      Geod. Az  |
 MS0789|                                                           dddmmss.s |
 MS0789| MS0791 OGD ARP 2                           APPROX. 0.7 KM 2532233.7 |
 MS0789|---------------------------------------------------------------------|
 MS0789
 MS0789                          SUPERSEDED SURVEY CONTROL
 MS0789
 MS0789  NAD 83(2007)-  41 11 53.71253(N)    112 00 12.97698(W) AD(2002.00) 0
 MS0789  ELLIP H (02/10/07) 1332.949  (m)                       GP(2002.00)    
 MS0789  ELLIP H (02/21/02) 1332.960  (m)                       GP(       ) 4 2
 MS0789  ELLIP H (01/22/02) 1333.039  (m)                       GP(       ) 4 2
 MS0789  NAD 83(1994)-  41 11 53.71199(N)    112 00 12.97568(W) AD(       ) 3
 MS0789  ELLIP H (10/01/01) 1332.960  (m)                       GP(       ) 4 2
 MS0789  NAD 83(1994)-  41 11 53.71158(N)    112 00 12.97676(W) AD(       ) 2
 MS0789  ELLIP H (11/04/97) 1332.893  (m)                       GP(       ) 4 1
 MS0789  NAD 83(1993)-  41 11 53.71083(N)    112 00 12.97703(W) AD(       ) 2
 MS0789  NAD 83(1986)-  41 11 53.70039(N)    112 00 12.96757(W) AD(       ) 2
 MS0789  NGVD 29 (12/30/92) 1348.9    (m)  GEOID90  model used  GPS OBS        
 MS0789
 MS0789.Superseded values are not recommended for survey control.
 MS0789
 MS0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0789.See file dsdata.pdf to determine how the superseded data were derived.
 MS0789
 MS0789_MARKER: DT = TOPOGRAPHIC STATION DISK
 MS0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0789_STAMPING: AP 1965 STA A
 MS0789_MARK LOGO: CGS
 MS0789_PROJECTION: FLUSH
 MS0789_MAGNETIC: N = NO MAGNETIC MATERIAL
 MS0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0789+STABILITY: SURFACE MOTION
 MS0789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0789+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2001
 MS0789
 MS0789  HISTORY     - Date     Condition        Report By
 MS0789  HISTORY     - 1965     MONUMENTED       CGS
 MS0789  HISTORY     - 19920715 GOOD             NOS
 MS0789  HISTORY     - 19940830 GOOD             NGS
 MS0789  HISTORY     - 20010717 GOOD             NGS
 MS0789
 MS0789                          STATION DESCRIPTION
 MS0789
 MS0789'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 MS0789'STATION IS LOCATED AT THE OGDEN-HINCKLEY AIRPORT WHICH IS WEST OF THE
 MS0789'CITY OF OGDEN ON THE WEST SIDE OF INTERSTATE 15 NORTH OF THE CITY OF
 MS0789'ROY.
 MS0789'STATION IS LOCATED IN THE EASTERN PART OF THE AIRPORT ON THE NORTH
 MS0789'SIDE OF THE EAST-WEST RUNWAY (7-25) ABOUT 400 FT (121.92 M) WEST OF
 MS0789'THE PAINTED NUMERALS INDICATING THE DISPLACED THRESHOLD FOR RUNWAY
 MS0789'25. IT IS 176.2 FT (53.71 M) EAST OF THE THIRD RUNWAY LIGHT WEST OF
 MS0789'THE DISPLACED THRESHOLD MARKINGS, 166.5 FT (50.75 M) WEST-NORTHWEST
 MS0789'OF THE FIRST RUNWAY LIGHT WEST OF THE DISPLACED THRESHOLD AND 50.0 FT
 MS0789'(15.24 M) NORTH OF THE NORTH EDGE OF THE RUNWAY.
 MS0789
 MS0789                          STATION RECOVERY (1994)
 MS0789
 MS0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (NGS)
 MS0789'THE STATION IS LOCATED IN THE EASTERN PART OF THE AIRPORT NEAR THE
 MS0789'DISPLACED THRESHOLD AT RUNWAY END 25.  IT IS 176.2 FT (53.7 M)
 MS0789'NORTHEAST OF THE THIRD RUNWAY LIGHT WEST OF THE DISPLACED THRESHOLD,
 MS0789'166.5 FT (50.7 M) NORTHWEST OF THE FIRST RUNWAY LIGHT WEST OF THE
 MS0789'DISPLACED THRESHOLD, AND 50.0 FT (15.2 M) NORTH OF THE NORTH EDGE OF
 MS0789'THE RUNWAY.  IT IS A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A
 MS0789'CONCRETE POST FLUSH WITH THE GROUND AND STAMPED AP 1965 STA A.
 MS0789
 MS0789                          STATION RECOVERY (2001)
 MS0789
 MS0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRM)
 MS0789'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0790 ***********************************************************************
 MS0790  DESIGNATION -  OGD AP STA B
 MS0790  PID         -  MS0790
 MS0790  STATE/COUNTY-  UT/WEBER
 MS0790  COUNTRY     -  US
 MS0790  USGS QUAD   -  ROY (2017)
 MS0790
 MS0790                         *CURRENT SURVEY CONTROL
 MS0790  ______________________________________________________________________
 MS0790* NAD 83(2011) POSITION- 41 11 53.53595(N) 112 01 20.01444(W)   ADJUSTED
 MS0790* NAD 83(2011) ELLIP HT-  1338.388 (meters)        (06/27/12)   ADJUSTED
 MS0790* NAD 83(2011) EPOCH   -  2010.00
 MS0790* NAVD 88 ORTHO HEIGHT -  1355.3   (meters)     4447.    (feet) GPS OBS
 MS0790  ______________________________________________________________________
 MS0790  NAVD 88 orthometric height was determined with geoid model    GEOID99
 MS0790  GEOID HEIGHT    -        -16.768 (meters)                     GEOID99
 MS0790  GEOID HEIGHT    -        -16.908 (meters)                     GEOID18
 MS0790  NAD 83(2011) X  - -1,802,510.839 (meters)                     COMP
 MS0790  NAD 83(2011) Y  - -4,456,392.896 (meters)                     COMP
 MS0790  NAD 83(2011) Z  -  4,179,892.223 (meters)                     COMP
 MS0790  LAPLACE CORR    -          6.94  (seconds)                    DEFLEC18
 MS0790
 MS0790  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MS0790  Standards:
 MS0790         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MS0790            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MS0790  -------------------------------------------------------------------
 MS0790  NETWORK    0.93   1.31           0.41   0.34   0.67      0.09858334
 MS0790  -------------------------------------------------------------------
 MS0790  Click here for local accuracies and other accuracy information.
 MS0790
 MS0790.This mark is at Ogden-Hinckley Airport (OGD)
 MS0790
 MS0790.The horizontal coordinates were established by GPS observations
 MS0790.and adjusted by the National Geodetic Survey in June 2012.
 MS0790
 MS0790.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MS0790.been affixed to the stable North American tectonic plate. See 
 MS0790.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MS0790
 MS0790.The horizontal coordinates are valid at the epoch date displayed above
 MS0790.which is a decimal equivalence of Year/Month/Day.
 MS0790
 MS0790.The orthometric height was determined by GPS observations and a
 MS0790.high-resolution geoid model.
 MS0790
 MS0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0790.GEOID18 height accuracy estimate available here.
 MS0790
 MS0790.Click photographs - Photos may exist for this station.
 MS0790
 MS0790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MS0790
 MS0790.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0790
 MS0790.The ellipsoidal height was determined by GPS observations
 MS0790.and is referenced to NAD 83.
 MS0790
 MS0790. The following values were computed from the NAD 83(2011) position.
 MS0790
 MS0790;                    North         East     Units Scale Factor Converg.
 MS0790;SPC UT N     - 1,096,175.204   456,196.420   MT  0.99995726   -0 20 39.6
 MS0790;SPC UT N     - 3,596,368.15  1,496,704.42   sFT  0.99995726   -0 20 39.6
 MS0790;UTM  12      - 4,561,263.668   414,286.651   MT  0.99969042   -0 40 24.0
 MS0790
 MS0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0790!SPC UT N     -   0.99979011  x   0.99995726  =   0.99974738
 MS0790!UTM  12      -   0.99979011  x   0.99969042  =   0.99948059
 MS0790
 MS0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1428661263(NAD 83)
 MS0790
 MS0790                          SUPERSEDED SURVEY CONTROL
 MS0790
 MS0790  NAD 83(2007)-  41 11 53.53564(N)    112 01 20.01508(W) AD(2002.00) 0
 MS0790  ELLIP H (02/10/07) 1338.402  (m)                       GP(2002.00)    
 MS0790  ELLIP H (02/21/02) 1338.414  (m)                       GP(       ) 4 2
 MS0790  ELLIP H (01/22/02) 1338.458  (m)                       GP(       ) 4 2
 MS0790  NAD 83(1994)-  41 11 53.53498(N)    112 01 20.01389(W) AD(       ) 3
 MS0790  ELLIP H (10/01/01) 1338.414  (m)                       GP(       ) 4 2
 MS0790  NAD 83(1994)-  41 11 53.53498(N)    112 01 20.01486(W) AD(       ) 2
 MS0790  ELLIP H (11/04/97) 1338.309  (m)                       GP(       ) 4 1
 MS0790  NAD 83(1993)-  41 11 53.53424(N)    112 01 20.01512(W) AD(       ) 2
 MS0790  NAD 83(1986)-  41 11 53.52380(N)    112 01 20.00563(W) AD(       ) 2
 MS0790  NGVD 29 (12/30/92) 1354.4    (m)  GEOID90  model used  GPS OBS        
 MS0790
 MS0790.Superseded values are not recommended for survey control.
 MS0790
 MS0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0790.See file dsdata.pdf to determine how the superseded data were derived.
 MS0790
 MS0790_MARKER: DT = TOPOGRAPHIC STATION DISK
 MS0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0790_STAMPING: AP 1965 STA B
 MS0790_MARK LOGO: CGS
 MS0790_PROJECTION: FLUSH
 MS0790_MAGNETIC: N = NO MAGNETIC MATERIAL
 MS0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0790+STABILITY: SURFACE MOTION
 MS0790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0790+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2001
 MS0790
 MS0790  HISTORY     - Date     Condition        Report By
 MS0790  HISTORY     - 1965     MONUMENTED       CGS
 MS0790  HISTORY     - 19920715 GOOD             NOS
 MS0790  HISTORY     - 19940830 GOOD             NGS
 MS0790  HISTORY     - 20010717 GOOD             NGS
 MS0790
 MS0790                          STATION DESCRIPTION
 MS0790
 MS0790'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 MS0790'STATION IS LOCATED AT THE OGDEN-HINCKLEY AIRPORT WEST OF THE CITY OF
 MS0790'OGDEN WEST OF INTERSTATE 15 AND NORTH OF THE CITY OF ROY.
 MS0790'IT IS ON THE NORTH SIDE OF THE WESTERN END OF THE EAST-WEST RUNWAY
 MS0790'(7-25), 213.4 FT (65.04 M) WEST OF THE FIRST RUNWAY LIGHT (GREEN AND
 MS0790'RED) ON THE NORTH SIDE OF THE RUNWAAY, 51.5 FT (15.70 M) NE OF THE
 MS0790'NORTH ONE OF TWO STROBE LIGHTS (REIL) AND 50 FT (15.24 M) N F THE
 MS0790'NORTH EDGE OF THE RUNWAY.
 MS0790
 MS0790                          STATION RECOVERY (1994)
 MS0790
 MS0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (NGS)
 MS0790'THIS STATION IS LOCATED IN THE WESTERN SECTION OF THE OGDEN MUNICIPAL
 MS0790'AIRPORT, NEAR RUNWAY END 7.  IT IS 213.4 FT (65.0 M) WEST OF THE FIRST
 MS0790'RUNWAY LIGHT ON THE NORTH SIDE OF THE RUNWAY, 51.5 FT (15.7 M)
 MS0790'NORTHEAST OF THE NORTH ONE OF TWO END IDENTIFICATION LIGHTS, 50.0 FT
 MS0790'(15.2 M) NORTH OF THE NORTH EDGE OF THE RUNWAY.  A STANDARD
 MS0790'TOPOGRAPHIC DISK SET IN THE TOP OF A 10 INCH CONCRETE POST FLUSH WITH
 MS0790'THE GROUND AND STAMPED AP 1965 STA B.
 MS0790
 MS0790                          STATION RECOVERY (2001)
 MS0790
 MS0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRM)
 MS0790'RECOVERED AS DESCRIBED IN GOOD CONDITION
 MS0790'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0791 ***********************************************************************
 MS0791  DESIGNATION -  OGD ARP 2
 MS0791  PID         -  MS0791
 MS0791  STATE/COUNTY-  UT/WEBER
 MS0791  COUNTRY     -  US
 MS0791  USGS QUAD   -  ROY (2017)
 MS0791
 MS0791                         *CURRENT SURVEY CONTROL
 MS0791  ______________________________________________________________________
 MS0791* NAD 83(2011) POSITION- 41 11 47.14400(N) 112 00 42.09988(W)   ADJUSTED
 MS0791* NAD 83(2011) ELLIP HT-  1335.874 (meters)        (06/27/12)   ADJUSTED
 MS0791* NAD 83(2011) EPOCH   -  2010.00
 MS0791* NAVD 88 ORTHO HEIGHT -  1352.7   (meters)     4438.    (feet) GPS OBS
 MS0791  ______________________________________________________________________
 MS0791  NAVD 88 orthometric height was determined with geoid model    GEOID99
 MS0791  GEOID HEIGHT    -        -16.734 (meters)                     GEOID99
 MS0791  GEOID HEIGHT    -        -16.874 (meters)                     GEOID18
 MS0791  NAD 83(2011) X  - -1,801,739.636 (meters)                     COMP
 MS0791  NAD 83(2011) Y  - -4,456,842.832 (meters)                     COMP
 MS0791  NAD 83(2011) Z  -  4,179,742.163 (meters)                     COMP
 MS0791  LAPLACE CORR    -          7.18  (seconds)                    DEFLEC18
 MS0791
 MS0791  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MS0791  Standards:
 MS0791         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MS0791            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MS0791  -------------------------------------------------------------------
 MS0791  NETWORK    0.75   1.35           0.32   0.29   0.69      0.20144875
 MS0791  -------------------------------------------------------------------
 MS0791  Click here for local accuracies and other accuracy information.
 MS0791
 MS0791.This mark is at Ogden-Hinckley Airport (OGD)
 MS0791
 MS0791.The horizontal coordinates were established by GPS observations
 MS0791.and adjusted by the National Geodetic Survey in June 2012.
 MS0791
 MS0791.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MS0791.been affixed to the stable North American tectonic plate. See 
 MS0791.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MS0791
 MS0791.The horizontal coordinates are valid at the epoch date displayed above
 MS0791.which is a decimal equivalence of Year/Month/Day.
 MS0791
 MS0791.The orthometric height was determined by GPS observations and a
 MS0791.high-resolution geoid model.
 MS0791
 MS0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0791.GEOID18 height accuracy estimate available here.
 MS0791
 MS0791.Click photographs - Photos may exist for this station.
 MS0791
 MS0791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MS0791
 MS0791.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0791
 MS0791.The ellipsoidal height was determined by GPS observations
 MS0791.and is referenced to NAD 83.
 MS0791
 MS0791. The following values were computed from the NAD 83(2011) position.
 MS0791
 MS0791;                    North         East     Units Scale Factor Converg.
 MS0791;SPC UT N     - 1,095,972.773   457,078.643   MT  0.99995729   -0 20 14.6
 MS0791;SPC UT N     - 3,595,704.01  1,499,598.85   sFT  0.99995729   -0 20 14.6
 MS0791;UTM  12      - 4,561,056.230   415,167.461   MT  0.99968857   -0 39 59.0
 MS0791
 MS0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0791!SPC UT N     -   0.99979050  x   0.99995729  =   0.99974780
 MS0791!UTM  12      -   0.99979050  x   0.99968857  =   0.99947914
 MS0791
 MS0791:                Primary Azimuth Mark                     Grid Az
 MS0791:SPC UT N     -  OGD AP STA A                             073 42 29.1
 MS0791:UTM  12      -  OGD AP STA A                             074 02 13.5
 MS0791
 MS0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1516761056(NAD 83)
 MS0791
 MS0791|---------------------------------------------------------------------|
 MS0791| PID    Reference Object                     Distance      Geod. Az  |
 MS0791|                                                           dddmmss.s |
 MS0791| MS0789 OGD AP STA A                        APPROX. 0.7 KM 0732214.5 |
 MS0791|---------------------------------------------------------------------|
 MS0791
 MS0791                          SUPERSEDED SURVEY CONTROL
 MS0791
 MS0791  NAD 83(2007)-  41 11 47.14371(N)    112 00 42.10048(W) AD(2002.00) 0
 MS0791  ELLIP H (02/10/07) 1335.888  (m)                       GP(2002.00)    
 MS0791  ELLIP H (02/21/02) 1335.899  (m)                       GP(       ) 4 2
 MS0791  ELLIP H (01/22/02) 1335.990  (m)                       GP(       ) 4 2
 MS0791  NAD 83(1994)-  41 11 47.14305(N)    112 00 42.09935(W) AD(       ) 3
 MS0791  ELLIP H (10/01/01) 1335.899  (m)                       GP(       ) 4 2
 MS0791  NAD 83(1994)-  41 11 47.14308(N)    112 00 42.09958(W) AD(       ) 2
 MS0791  ELLIP H (11/04/97) 1335.829  (m)                       GP(       ) 4 1
 MS0791  NAD 83(1993)-  41 11 47.14231(N)    112 00 42.09985(W) AD(       ) 2
 MS0791  NAD 83(1986)-  41 11 47.13191(N)    112 00 42.09044(W) AD(       ) 2
 MS0791  NGVD 29 (12/30/92) 1351.9    (m)  GEOID90  model used  GPS OBS        
 MS0791
 MS0791.Superseded values are not recommended for survey control.
 MS0791
 MS0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0791.See file dsdata.pdf to determine how the superseded data were derived.
 MS0791
 MS0791_MARKER: DT = TOPOGRAPHIC STATION DISK
 MS0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0791_STAMPING: ARP 2 1965
 MS0791_MARK LOGO: CGS
 MS0791_MAGNETIC: N = NO MAGNETIC MATERIAL
 MS0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0791+STABILITY: SURFACE MOTION
 MS0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0791+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2001
 MS0791
 MS0791  HISTORY     - Date     Condition        Report By
 MS0791  HISTORY     - 1965     MONUMENTED       CGS
 MS0791  HISTORY     - 19920715 GOOD             NOS
 MS0791  HISTORY     - 19940830 GOOD             NGS
 MS0791  HISTORY     - 20010720 GOOD             NGS
 MS0791
 MS0791                          STATION DESCRIPTION
 MS0791
 MS0791'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 MS0791'STATION IS LOCATED AT THE OGDEN-HINCKLEY AIRPORT WEST OF THE CITY OF
 MS0791'OGDEN WEST OF INTERSTATE 15 AND NORTH OF THE CITY OF ROY.
 MS0791'IT IS IN THE GEOMETRIC CENTER OF THE AIRPORT IN THE GRASS TRIANGLE
 MS0791'FORMED BY THE JUNCTION OF THE THREE RUNWAYS.
 MS0791'IT IS 455 FT (138.68 M) SOUTH OF RUNWAY 7-25, 300 FT (91.44 M) NW OF
 MS0791'RUNWAY 3-21 AND 295 FT (89.92 M) E OF A WINDSOCK.
 MS0791
 MS0791                          STATION RECOVERY (1994)
 MS0791
 MS0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DLA)
 MS0791'THIS STATION IS LOCATED IN THE GEOMETRIC CENTER OF THE OGDEN MUNICIPAL
 MS0791'AIRPORT, IN THE GRASS TRIANGULAR AREA FORMED BY THE THREE RUNWAYS. IT
 MS0791'IS, 455 FT (138.7 M) SOUTH OF RUNWAY 7-25, 300 FT (91.4 M) NORTHWEST
 MS0791'OF RUNWAY 3-21, 295 FT (89.9 M) EAST OF A WINDSOCK.  A STANDARD
 MS0791'TOPOGRAPHIC DISK SET IN THE TOP OF A 10 INCH CONCRETE POST PROJECTING
 MS0791'1 INCH AND STAMPED ARP 2 1965.
 MS0791
 MS0791                          STATION RECOVERY (2001)
 MS0791
 MS0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DDM)
 MS0791'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AJ5181 ***********************************************************************
 AJ5181  SACS        -  This is a Secondary Airport Control Station.
 AJ5181  DESIGNATION -  OGD C
 AJ5181  PID         -  AJ5181
 AJ5181  STATE/COUNTY-  UT/WEBER
 AJ5181  COUNTRY     -  US
 AJ5181  USGS QUAD   -  ROY (2017)
 AJ5181
 AJ5181                         *CURRENT SURVEY CONTROL
 AJ5181  ______________________________________________________________________
 AJ5181* NAD 83(2011) POSITION- 41 11 14.25818(N) 112 01 07.20457(W)   ADJUSTED
 AJ5181* NAD 83(2011) ELLIP HT-  1343.114 (meters)        (06/27/12)   ADJUSTED
 AJ5181* NAD 83(2011) EPOCH   -  2010.00
 AJ5181* NAVD 88 ORTHO HEIGHT -  1359.98  (meters)     4461.9   (feet) GPS OBS
 AJ5181  ______________________________________________________________________
 AJ5181  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ5181  GEOID HEIGHT    -        -16.766 (meters)                     GEOID99
 AJ5181  GEOID HEIGHT    -        -16.905 (meters)                     GEOID18
 AJ5181  NAD 83(2011) X  - -1,802,534.654 (meters)                     COMP
 AJ5181  NAD 83(2011) Y  - -4,457,248.092 (meters)                     COMP
 AJ5181  NAD 83(2011) Z  -  4,178,983.346 (meters)                     COMP
 AJ5181  LAPLACE CORR    -          6.12  (seconds)                    DEFLEC18
 AJ5181
 AJ5181  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ5181  Standards:
 AJ5181         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ5181            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ5181  -------------------------------------------------------------------
 AJ5181  NETWORK    0.62   1.29           0.27   0.23   0.66      0.30282131
 AJ5181  -------------------------------------------------------------------
 AJ5181  Click here for local accuracies and other accuracy information.
 AJ5181
 AJ5181.This mark is at Ogden-Hinckley Airport (OGD)
 AJ5181
 AJ5181.The horizontal coordinates were established by GPS observations
 AJ5181.and adjusted by the National Geodetic Survey in June 2012.
 AJ5181
 AJ5181.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ5181.been affixed to the stable North American tectonic plate. See 
 AJ5181.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ5181
 AJ5181.The horizontal coordinates are valid at the epoch date displayed above
 AJ5181.which is a decimal equivalence of Year/Month/Day.
 AJ5181
 AJ5181.The orthometric height was determined by GPS observations and a
 AJ5181.high-resolution geoid model.
 AJ5181
 AJ5181.GPS derived orthometric heights for airport stations designated as
 AJ5181.PACS or SACS are published to 2 decimal places.  This maintains
 AJ5181.centimeter relative accuracy between the PACS and SACS.  It does
 AJ5181.not indicate centimeter accuracy relative to other marks which are
 AJ5181.part of the published vertical control network.
 AJ5181
 AJ5181.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5181.GEOID18 height accuracy estimate available here.
 AJ5181
 AJ5181.Click photographs - Photos may exist for this station.
 AJ5181
 AJ5181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5181
 AJ5181.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ5181
 AJ5181.The ellipsoidal height was determined by GPS observations
 AJ5181.and is referenced to NAD 83.
 AJ5181
 AJ5181. The following values were computed from the NAD 83(2011) position.
 AJ5181
 AJ5181;                    North         East     Units Scale Factor Converg.
 AJ5181;SPC UT N     - 1,094,961.797   456,487.650   MT  0.99995745   -0 20 31.2
 AJ5181;SPC UT N     - 3,592,387.16  1,497,659.90   sFT  0.99995745   -0 20 31.2
 AJ5181;UTM  12      - 4,560,048.933   414,570.834   MT  0.99968982   -0 40 15.1
 AJ5181
 AJ5181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5181!SPC UT N     -   0.99978937  x   0.99995745  =   0.99974683
 AJ5181!UTM  12      -   0.99978937  x   0.99968982  =   0.99947925
 AJ5181
 AJ5181:                Primary Azimuth Mark                     Grid Az
 AJ5181:SPC UT N     -  FAA OGD A                                001 55 54.0
 AJ5181:UTM  12      -  FAA OGD A                                002 15 37.9
 AJ5181
 AJ5181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1457060048(NAD 83)
 AJ5181
 AJ5181|---------------------------------------------------------------------|
 AJ5181| PID    Reference Object                     Distance      Geod. Az  |
 AJ5181|                                                           dddmmss.s |
 AJ5181| AA3669 FAA OGD A                           APPROX. 0.5 KM 0013522.8 |
 AJ5181|---------------------------------------------------------------------|
 AJ5181
 AJ5181                          SUPERSEDED SURVEY CONTROL
 AJ5181
 AJ5181  NAD 83(2007)-  41 11 14.25787(N)    112 01 07.20519(W) AD(2002.00) 0
 AJ5181  ELLIP H (02/10/07) 1343.129  (m)                       GP(2002.00)    
 AJ5181  ELLIP H (02/21/02) 1343.141  (m)                       GP(       ) 4 2
 AJ5181  NAD 83(1994)-  41 11 14.25721(N)    112 01 07.20402(W) AD(       ) 1
 AJ5181  ELLIP H (10/01/01) 1343.141  (m)                       GP(       ) 4 2
 AJ5181
 AJ5181.Superseded values are not recommended for survey control.
 AJ5181
 AJ5181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5181.See file dsdata.pdf to determine how the superseded data were derived.
 AJ5181
 AJ5181_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ5181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5181_STAMPING: OGD C 2001
 AJ5181_MARK LOGO: NGS
 AJ5181_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5181+STABILITY: SURFACE MOTION
 AJ5181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5181+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2001
 AJ5181
 AJ5181  HISTORY     - Date     Condition        Report By
 AJ5181  HISTORY     - 20010714 MONUMENTED       NGS
 AJ5181
 AJ5181                          STATION DESCRIPTION
 AJ5181
 AJ5181'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (DM)
 AJ5181'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001(DRM).THE STATION IS
 AJ5181'LOCATED ON THE SOUTH END OF THE OGDEN-HINCKLEY AIRPORT IN
 AJ5181'THE GRASS BETWEEN RUNWAY ENDS 3 AND 34 NORTH OF TAXIWAY B.
 AJ5181'OWNERSHIP-CITY OF OGDEN, 2484 WASHINGTON BOULEVARD, OGDEN, UT
 AJ5181'84401. AIRPORT ADDRESS IS3909 AIRPORT ROAD, OGDEN, UT 84405.  PHONE
 AJ5181'801-629-8251. AIRPORTMANAGER IS MR. JERRY TAYLOR, CONTACT MR.
 AJ5181'TAYLOR ,OR  MAINTENANCE SUPERVISOR LEE PRIEST ONE DAY IN ADVANCE
 AJ5181'TO ARRANGE FOR AN ESCORT TO THE STATION. TO REACH FROM THE
 AJ5181'OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 15AND STATE
 AJ5181'HIGHWAY 79 (31ST STREET), EXIT 344B, ABOUT 1 KM (0.60 MI)NORTH OF THE
 AJ5181'JUNCTION OF INTERSTATE HIGHWAYS 15 AND 84 EAST, GO WESTON
 AJ5181'HIGHWAY 79 FOR 0.72 KM (0.45 MI) TO AIRPORT ROAD ON THE LEFT.
 AJ5181'TURNLEFT, SOUTH, EAST, THEN SOUTH ON AIRPORT ROAD FOR 2.02 KM (1.25
 AJ5181'MI) TOTHE ENTRANCE TO THE TERMINAL AND TOWER ON THE RIGHT (3900
 AJ5181'STREETSOUTH). ESCORT WILL MEET YOU AT THE GATE BY THE ATCT. FROM
 AJ5181'THE GATE BY THE ATCT, PROCEED NORTHWEST FOR 0.1 MI TO TAXIWAY A,
 AJ5181'TURN LEFT AND PROCEED 0.05 MI SOUTHWEST ON TAXIWAY A TO TAXIWAY
 AJ5181'B, PROCEED SOUTH ON TAXIWAY B FOR 0.2 MI, TURN RIGHT AND PROCEED
 AJ5181'WEST ON TAXIWAY B, CROSSING RUNWAY END 34, FOR 0.25 MI AND THE
 AJ5181'STATION ON THE RIGHT ON A SMALL RISE. THE STATION IS LOCATED 85.5 FT
 AJ5181'EAST OF THE NORTHEAST CORNER OF THE RUNUP PAD FOR RUNWAY END 3,
 AJ5181'169.5 FT NORTHEAST OF THE TAXIWAY LIGHT AT THE JUNCTION OF TAXIWAY
 AJ5181'B AND THE RUNUP PAD, AND 171.6 FT NORTH OF THE THIRD TAXIWAY LIGHT
 AJ5181'ON THE NORTH SIDE OF TAXIWAY B EAST OF THE TAXIWAY/RUNUP PAD
 AJ5181'JUNCTION. THE STATION IS A NGS DISK STAMPED OGD C 2001 AND SET IN
 AJ5181'THE TOP OF A CONCRETE MONUMNENT THAT IS 0.3 FT BELOW THE SURFACE.
 AJ5181'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AJ5182 ***********************************************************************
 AJ5182  SACS        -  This is a Secondary Airport Control Station.
 AJ5182  DESIGNATION -  OGD D
 AJ5182  PID         -  AJ5182
 AJ5182  STATE/COUNTY-  UT/WEBER
 AJ5182  COUNTRY     -  US
 AJ5182  USGS QUAD   -  OGDEN (2017)
 AJ5182
 AJ5182                         *CURRENT SURVEY CONTROL
 AJ5182  ______________________________________________________________________
 AJ5182* NAD 83(2011) POSITION- 41 12 11.95601(N) 111 59 57.16441(W)   ADJUSTED
 AJ5182* NAD 83(2011) ELLIP HT-  1327.134 (meters)        (06/27/12)   ADJUSTED
 AJ5182* NAD 83(2011) EPOCH   -  2010.00
 AJ5182* NAVD 88 ORTHO HEIGHT -  1343.91  (meters)     4409.1   (feet) GPS OBS
 AJ5182  ______________________________________________________________________
 AJ5182  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ5182  GEOID HEIGHT    -        -16.678 (meters)                     GEOID99
 AJ5182  GEOID HEIGHT    -        -16.821 (meters)                     GEOID18
 AJ5182  NAD 83(2011) X  - -1,800,577.288 (meters)                     COMP
 AJ5182  NAD 83(2011) Y  - -4,456,761.573 (meters)                     COMP
 AJ5182  NAD 83(2011) Z  -  4,180,312.453 (meters)                     COMP
 AJ5182  LAPLACE CORR    -          8.45  (seconds)                    DEFLEC18
 AJ5182
 AJ5182  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ5182  Standards:
 AJ5182         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ5182            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ5182  -------------------------------------------------------------------
 AJ5182  NETWORK    0.62   1.25           0.27   0.23   0.64      0.29813467
 AJ5182  -------------------------------------------------------------------
 AJ5182  Click here for local accuracies and other accuracy information.
 AJ5182
 AJ5182.This mark is at Ogden-Hinckley Airport (OGD)
 AJ5182
 AJ5182.The horizontal coordinates were established by GPS observations
 AJ5182.and adjusted by the National Geodetic Survey in June 2012.
 AJ5182
 AJ5182.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ5182.been affixed to the stable North American tectonic plate. See 
 AJ5182.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ5182
 AJ5182.The horizontal coordinates are valid at the epoch date displayed above
 AJ5182.which is a decimal equivalence of Year/Month/Day.
 AJ5182
 AJ5182.The orthometric height was determined by GPS observations and a
 AJ5182.high-resolution geoid model.
 AJ5182
 AJ5182.GPS derived orthometric heights for airport stations designated as
 AJ5182.PACS or SACS are published to 2 decimal places.  This maintains
 AJ5182.centimeter relative accuracy between the PACS and SACS.  It does
 AJ5182.not indicate centimeter accuracy relative to other marks which are
 AJ5182.part of the published vertical control network.
 AJ5182
 AJ5182.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5182.GEOID18 height accuracy estimate available here.
 AJ5182
 AJ5182.Click photographs - Photos may exist for this station.
 AJ5182
 AJ5182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5182
 AJ5182.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ5182
 AJ5182.The ellipsoidal height was determined by GPS observations
 AJ5182.and is referenced to NAD 83.
 AJ5182
 AJ5182. The following values were computed from the NAD 83(2011) position.
 AJ5182
 AJ5182;                    North         East     Units Scale Factor Converg.
 AJ5182;SPC UT N     - 1,096,732.073   458,130.035   MT  0.99995718   -0 19 45.0
 AJ5182;SPC UT N     - 3,598,195.14  1,503,048.29   sFT  0.99995718   -0 19 45.0
 AJ5182;UTM  12      - 4,561,809.276   416,222.912   MT  0.99968638   -0 39 29.7
 AJ5182
 AJ5182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5182!SPC UT N     -   0.99979187  x   0.99995718  =   0.99974906
 AJ5182!UTM  12      -   0.99979187  x   0.99968638  =   0.99947832
 AJ5182
 AJ5182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1622261809(NAD 83)
 AJ5182
 AJ5182                          SUPERSEDED SURVEY CONTROL
 AJ5182
 AJ5182  NAD 83(2007)-  41 12 11.95571(N)    111 59 57.16503(W) AD(2002.00) 0
 AJ5182  ELLIP H (02/10/07) 1327.149  (m)                       GP(2002.00)    
 AJ5182  ELLIP H (02/21/02) 1327.162  (m)                       GP(       ) 4 2
 AJ5182  NAD 83(1994)-  41 12 11.95505(N)    111 59 57.16387(W) AD(       ) 1
 AJ5182  ELLIP H (10/01/01) 1327.162  (m)                       GP(       ) 4 2
 AJ5182
 AJ5182.Superseded values are not recommended for survey control.
 AJ5182
 AJ5182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5182.See file dsdata.pdf to determine how the superseded data were derived.
 AJ5182
 AJ5182_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ5182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5182_STAMPING: OGD D 2001
 AJ5182_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5182+STABILITY: SURFACE MOTION
 AJ5182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5182+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2001
 AJ5182
 AJ5182  HISTORY     - Date     Condition        Report By
 AJ5182  HISTORY     - 20010714 MONUMENTED       NGS
 AJ5182
 AJ5182                          STATION DESCRIPTION
 AJ5182
 AJ5182'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (DRM)
 AJ5182'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001(DRM).THE STATION IS
 AJ5182'LOCATED ON THE NORTHEAST END OF THE OGDEN-HINCKLEY AIRPORT IN
 AJ5182'THE GRASS NEAR THE RUNWAY HOLD BAR FOR RUNWAY END 21 AND THE
 AJ5182'ASPHALT ROAD LEADING TO THE ILS LOCALIZER BUILDING. OWNERSHIP-CITY
 AJ5182'OF OGDEN, 2484 WASHINGTON BOULEVARD, OGDEN, UT 84401. AIRPORT
 AJ5182'ADDRESS IS3909 AIRPORT ROAD, OGDEN, UT 84405.  PHONE 801-629-8251.
 AJ5182'AIRPORTMANAGER IS MR. JERRY TAYLOR, CONTACT MR. TAYLOR ,OR
 AJ5182'MAINTENANCE SUPERVISOR LEE PRIEST ONE DAY IN ADVANCE TO ARRANGE
 AJ5182'FOR AN ESCORT TO THE STATION. TO REACH FROM THE OVERPASS AT THE
 AJ5182'JUNCTION OF INTERSTATE HIGHWAY 15AND STATE HIGHWAY 79 (31ST
 AJ5182'STREET), EXIT 344B, ABOUT 1 KM (0.60 MI)NORTH OF THE JUNCTION OF
 AJ5182'INTERSTATE HIGHWAYS 15 AND 84 EAST, GO WESTON HIGHWAY 79 FOR 0.72
 AJ5182'KM (0.45 MI) TO AIRPORT ROAD ON THE LEFT. TURNLEFT, SOUTH, EAST,
 AJ5182'THEN SOUTH ON AIRPORT ROAD FOR 2.02 KM (1.25 MI) TOTHE ENTRANCE TO
 AJ5182'THE TERMINAL AND TOWER ON THE RIGHT (3900 STREETSOUTH). ESCORT
 AJ5182'WILL MEET YOU AT THE GATE BY THE ATCT. FROM THE GATE BY THE ATCT,
 AJ5182'PROCEED NORTHWEST FOR 0.1 MI TO TAXIWAY A, TURN RIGHT AND
 AJ5182'PROCEED 0.3 MI NORTHEAST THEN EAST ON TAXIWAY A TO TAXIWAY E,
 AJ5182'PROCEED NORTHEAST ON TAXIWAY E FOR 0.55 MI, CROSSING RUNWAY END
 AJ5182'25, TO THE RUNWAY HOLD BAR FOR RUNWAY END 21 AND THE STATION ON
 AJ5182'THE RIGHT. THE STATION IS LOCATED 89.5 FT NORTHEAST OF THE
 AJ5182'CENTERLINE OF THE TAXIWAY AT THE HOLD BAR, 48.8 FT EAST OF THE
 AJ5182'TAXIWAY LIGHT AT THE JUNCTION OF THE TAXIWAY AND THE ASPHLAT
 AJ5182'ROAD LEADING TO THE LOCALIZER BUILDING AND 28.6 FT SOUTHEAST OF
 AJ5182'THE SOUTHEAST EDGE OF THE ROAD. THE STATION IS A NGS DISK STAMPED
 AJ5182'OGD D 2001 AND SET IN THE TOP OF  A CONCRETE MONUMENT THAT IS SET
 AJ5182'FLUSH WITH THE SURFACE.
 AJ5182'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0706 ***********************************************************************
 MR0706  DESIGNATION -  OGDEN APT RNWY 77 CL
 MR0706  PID         -  MR0706
 MR0706  STATE/COUNTY-  UT/WEBER
 MR0706  COUNTRY     -  US
 MR0706  USGS QUAD   -  OGDEN (2017)
 MR0706
 MR0706                         *CURRENT SURVEY CONTROL
 MR0706  ______________________________________________________________________
 MR0706* NAD 83(1994) POSITION- 41 12 16.44211(N) 111 59 56.60149(W)   ADJUSTED
 MR0706* NAVD 88 ORTHO HEIGHT -  1344.    (meters)     4409.    (feet) SCALED
 MR0706  ______________________________________________________________________
 MR0706  GEOID HEIGHT    -        -16.818 (meters)                     GEOID18
 MR0706  LAPLACE CORR    -          8.51  (seconds)                    DEFLEC18
 MR0706  HORZ ORDER      -  SECOND
 MR0706
 MR0706.This mark is at Ogden-Hinckley Airport (OGD)
 MR0706
 MR0706.The horizontal coordinates were established by classical geodetic methods
 MR0706.and adjusted by the National Geodetic Survey in November 1997.
 MR0706
 MR0706.The orthometric height was scaled from a topographic map.
 MR0706
 MR0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0706.GEOID18 height accuracy estimate available here.
 MR0706
 MR0706.Click photographs - Photos may exist for this station.
 MR0706
 MR0706.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0706
 MR0706. The following values were computed from the NAD 83(1994) position.
 MR0706
 MR0706;                    North         East     Units Scale Factor Converg.
 MR0706;SPC UT N     - 1,096,870.383   458,143.945   MT  0.99995716   -0 19 44.6
 MR0706;SPC UT N     - 3,598,648.91  1,503,093.93   sFT  0.99995716   -0 19 44.6
 MR0706;UTM  12      - 4,561,947.466   416,237.612   MT  0.99968635   -0 39 29.4
 MR0706
 MR0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0706!SPC UT N     -   0.99979187  x   0.99995716  =   0.99974904
 MR0706!UTM  12      -   0.99979187  x   0.99968635  =   0.99947828
 MR0706
 MR0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1623761947(NAD 83)
 MR0706
 MR0706                          SUPERSEDED SURVEY CONTROL
 MR0706
 MR0706  NAD 83(1993)-  41 12 16.43989(N)    111 59 56.60026(W) AD(       ) 2
 MR0706  NAD 83(1986)-  41 12 16.42997(N)    111 59 56.58981(W) AD(       ) 2
 MR0706  NAD 27      -  41 12 16.61280(N)    111 59 53.80140(W) AD(       ) 2
 MR0706
 MR0706.Superseded values are not recommended for survey control.
 MR0706
 MR0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0706.See file dsdata.pdf to determine how the superseded data were derived.
 MR0706
 MR0706_MARKER: DD = SURVEY DISK
 MR0706_SETTING: 0 = UNSPECIFIED SETTING
 MR0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0706
 MR0706  HISTORY     - Date     Condition        Report By
 MR0706  HISTORY     - 1963     MONUMENTED       IDDH
 MR0706
 MR0706                          STATION DESCRIPTION
 MR0706
 MR0706'DESCRIBED BY ID DEPT OF HIGHWAYS 1963 (JCC)
 MR0706'STATION IS LOCATED ON THE HIGHWAY RIGHT-OF-WAY AND AT THE
 MR0706'ENTRANCE TO THE OGDEN MUNICIPAL AIRPORT AND AT THE END OF
 MR0706'ONE OF THE RUN-WAYS.  IT IS ABOUT 3-1/2 MILES SOUTHWEST OF
 MR0706'OGDEN, 8 MILES NORTH NORTHEAST OF CLEARFIELD, AND 22 MILES
 MR0706'SOUTH OF BRIGHAM CITY.
 MR0706'
 MR0706'STATION IS A STATE OF UTAH RIGHT-OF-WAY MARKER STAMPED C-L
 MR0706'77, 11+808, 1960.  IT IS A BRONZE DISK BRADDED
 MR0706'TO A 1-1/2 INCH PIPE SET IN A IRREGULAR MASS OF CONCRETE.
 MR0706'
 MR0706'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 MR0706'THUNDER.  THE DISTANCE BEING 24.03 FT. AND THE METERS 7.325.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0710 ***********************************************************************
 MS0710  DESIGNATION -  OGDEN DEL MONTE FOOD PROD TANK
 MS0710  PID         -  MS0710
 MS0710  STATE/COUNTY-  UT/WEBER
 MS0710  COUNTRY     -  US
 MS0710  USGS QUAD   -  ROY (2017)
 MS0710
 MS0710                         *CURRENT SURVEY CONTROL
 MS0710  ______________________________________________________________________
 MS0710* NAD 83(1994) POSITION- 41 13 19.07369(N) 112 00 10.03168(W)   ADJUSTED
 MS0710  ______________________________________________________________________
 MS0710  GEOID HEIGHT    -        -16.807 (meters)                     GEOID18
 MS0710  LAPLACE CORR    -          8.71  (seconds)                    DEFLEC18
 MS0710  HORZ ORDER      -  THIRD
 MS0710
 MS0710.The horizontal coordinates were established by classical geodetic methods
 MS0710.and adjusted by the National Geodetic Survey in November 1997.
 MS0710
 MS0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0710.GEOID18 height accuracy estimate available here.
 MS0710
 MS0710.Click photographs - Photos may exist for this station.
 MS0710
 MS0710.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0710
 MS0710. The following values were computed from the NAD 83(1994) position.
 MS0710
 MS0710;                    North         East     Units Scale Factor Converg.
 MS0710;SPC UT N     - 1,098,804.221   457,842.239   MT  0.99995697   -0 19 53.5
 MS0710;SPC UT N     - 3,604,993.52  1,502,104.08   sFT  0.99995697   -0 19 53.5
 MS0710;UTM  12      - 4,563,882.483   415,947.102   MT  0.99968695   -0 39 39.1
 MS0710
 MS0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1594763882(NAD 83)
 MS0710
 MS0710                          SUPERSEDED SURVEY CONTROL
 MS0710
 MS0710  NAD 83(1993)-  41 13 19.07162(N)    112 00 10.03014(W) AD(       ) 3
 MS0710  NAD 83(1986)-  41 13 19.06226(N)    112 00 10.02311(W) AD(       ) 3
 MS0710  NAD 27      -  41 13 19.25000(N)    112 00 07.23500(W) AD(       ) 3
 MS0710
 MS0710.Superseded values are not recommended for survey control.
 MS0710
 MS0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0710.See file dsdata.pdf to determine how the superseded data were derived.
 MS0710
 MS0710_MARKER: 53 = ELEVATED TANK
 MS0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MS0710+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2010
 MS0710
 MS0710  HISTORY     - Date     Condition        Report By
 MS0710  HISTORY     - 1963     FIRST OBSERVED   CGS
 MS0710  HISTORY     - 1965     GOOD             CGS
 MS0710  HISTORY     - 1973     GOOD             NGS
 MS0710  HISTORY     - 20100930 GOOD             GEOCAC
 MS0710  HISTORY     - 20170116 GOOD             INDIV
 MS0710
 MS0710                          STATION DESCRIPTION
 MS0710
 MS0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MS0710'THE STATION IS THE CENTER OF THE TOP OF A 174 FOOT HIGH WATER
 MS0710'TANK.  IT IS ABOUT 1 MILE EAST OF U.S. HIGHWAY 84 AND NEAR THE
 MS0710'EAST END OF THE TOWN OF OGDEN.
 MS0710
 MS0710                          STATION RECOVERY (1965)
 MS0710
 MS0710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJC)
 MS0710'THE INTERSECTION STATION WAS RECOVERED.  THE TANK IS PAINTED GREEN
 MS0710'ON ITS TOP AND BOTTOM WITH THE CENTER PORTION OF THE TANK PAINTED
 MS0710'BLACK.
 MS0710
 MS0710                          STATION RECOVERY (1973)
 MS0710
 MS0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (DLS)
 MS0710'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 MS0710'
 MS0710'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MS0710'IN TOWN.
 MS0710
 MS0710                          STATION RECOVERY (2010)
 MS0710
 MS0710'RECOVERY NOTE BY GEOCACHING 2010 (BRB)
 MS0710'THE TANK IS IN THE SOUTH PARKING LOT AT RICH GRANT TRUCKING AT 910 W
 MS0710'24TH STREET IN OGDEN. THE CENTRAL CYLINDRICAL PORTION OF THE TANK IS
 MS0710'NOW PAINTED GREEN. THE CONICAL TOP, SPHERICAL BOTTOM OF THE TANK, AND
 MS0710'SUPPORTING LEGS ARE PAINTED BLACK.
 MS0710
 MS0710                          STATION RECOVERY (2017)
 MS0710
 MS0710'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (JEC)
 MS0710'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0712 ***********************************************************************
 MR0712  DESIGNATION -  OGDEN LONGITUDE
 MR0712  PID         -  MR0712
 MR0712  STATE/COUNTY-  UT/WEBER
 MR0712  COUNTRY     -  US
 MR0712  USGS QUAD   -  OGDEN (2017)
 MR0712
 MR0712                         *CURRENT SURVEY CONTROL
 MR0712  ______________________________________________________________________
 MR0712* NAD 83(1994) POSITION- 41 13 11.46908(N) 111 59 40.23208(W)   ADJUSTED
 MR0712* NAVD 88 ORTHO HEIGHT -  1333.69  (+/-2cm)     4375.6   (feet) VERTCON3
 MR0712  ______________________________________________________________________
 MR0712  GEOID HEIGHT    -        -16.776 (meters)                     GEOID18
 MR0712  LAPLACE CORR    -          9.50  (seconds)                    DEFLEC18
 MR0712  HORZ ORDER      -  THIRD
 MR0712  VERT ORDER      -  THIRD ? (See Below)
 MR0712
 MR0712.The horizontal coordinates were established by classical geodetic methods
 MR0712.and adjusted by the National Geodetic Survey in November 1997.
 MR0712
 MR0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0712
 MR0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0712.GEOID18 height accuracy estimate available here.
 MR0712
 MR0712.The vertical order pertains to the NGVD 29 superseded value.
 MR0712
 MR0712.Click photographs - Photos may exist for this station.
 MR0712
 MR0712.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0712
 MR0712. The following values were computed from the NAD 83(1994) position.
 MR0712
 MR0712;                    North         East     Units Scale Factor Converg.
 MR0712;SPC UT N     - 1,098,565.654   458,534.964   MT  0.99995699   -0 19 33.8
 MR0712;SPC UT N     - 3,604,210.82  1,504,376.79   sFT  0.99995699   -0 19 33.8
 MR0712;UTM  12      - 4,563,640.003   416,638.257   MT  0.99968552   -0 39 19.3
 MR0712
 MR0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0712!SPC UT N     -   0.99979348  x   0.99995699  =   0.99975048
 MR0712!UTM  12      -   0.99979348  x   0.99968552  =   0.99947906
 MR0712
 MR0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1663863640(NAD 83)
 MR0712
 MR0712                          SUPERSEDED SURVEY CONTROL
 MR0712
 MR0712  NAD 83(1993)-  41 13 11.46854(N)    111 59 40.23142(W) AD(       ) 3
 MR0712  NAD 83(1986)-  41 13 11.45822(N)    111 59 40.22402(W) AD(       ) 3
 MR0712  NAD 27      -  41 13 11.69300(N)    111 59 37.40600(W) AD(       ) 3
 MR0712  USCA        -  41 13 06.22000(N)    111 59 43.35000(W) AD(       ) 3
 MR0712  USSD        -  41 13 12.55400(N)    111 59 37.99000(W) AD(       ) 3
 MR0712  NGVD 29            1332.70   (m)         4372.4    (f) LEVELING    3  
 MR0712
 MR0712.Superseded values are not recommended for survey control.
 MR0712
 MR0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0712.See file dsdata.pdf to determine how the superseded data were derived.
 MR0712
 MR0712_MARKER: Z = SEE DESCRIPTION
 MR0712_SETTING: 0 = UNSPECIFIED SETTING
 MR0712_MARK LOGO: CGS
 MR0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0712
 MR0712  HISTORY     - Date     Condition        Report By
 MR0712  HISTORY     - 1886     MONUMENTED       CGS
 MR0712  HISTORY     - 1958     SEE DESCRIPTION  CGS
 MR0712
 MR0712                          STATION DESCRIPTION
 MR0712
 MR0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1886 (CH)
 MR0712'STATION IS THE EAST PIER IN THE WEST ROOM OF BRICK AND STONE
 MR0712'OBSERVATORY ESTABLISHED BY LIEUTENANT WHEELER IN 1873.  IT IS
 MR0712'ON RIDGE ABOVE THE WEST BANK OF THE WEBER RIVER, DIRECTLY
 MR0712'OPPOSITE OGDEN, AND ABOUT 1-1/2 MILES FROM THE COURTHOUSE.
 MR0712
 MR0712                          STATION RECOVERY (1958)
 MR0712
 MR0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MR0712'ACCORDING TO INFORMATION OBTAINED AT THE CITY ENGINEERS OFFICE
 MR0712'THE BUILDING WAS TORN DOWN MANY YEARS AGO
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0714 ***********************************************************************
 MR0714  DESIGNATION -  OGDEN PEAK
 MR0714  PID         -  MR0714
 MR0714  STATE/COUNTY-  UT/WEBER
 MR0714  COUNTRY     -  US
 MR0714  USGS QUAD   -  OGDEN (2017)
 MR0714
 MR0714                         *CURRENT SURVEY CONTROL
 MR0714  ______________________________________________________________________
 MR0714* NAD 83(1994) POSITION- 41 11 59.69026(N) 111 52 55.32067(W)   ADJUSTED
 MR0714* NAVD 88 ORTHO HEIGHT -  2919.6   (meters)     9579.    (feet) VERTCON3
 MR0714  ______________________________________________________________________
 MR0714  GEOID HEIGHT    -        -16.136 (meters)                     GEOID18
 MR0714  LAPLACE CORR    -          8.91  (seconds)                    DEFLEC18
 MR0714  HORZ ORDER      -  FIRST
 MR0714
 MR0714.The horizontal coordinates were established by classical geodetic methods
 MR0714.and adjusted by the National Geodetic Survey in June 1998.
 MR0714
 MR0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0714
 MR0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0714.GEOID18 height accuracy estimate available here.
 MR0714
 MR0714.Click photographs - Photos may exist for this station.
 MR0714
 MR0714.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0714
 MR0714. The following values were computed from the NAD 83(1994) position.
 MR0714
 MR0714;                    North         East     Units Scale Factor Converg.
 MR0714;SPC UT N     - 1,096,303.867   467,956.327   MT  0.99995723   -0 15 06.8
 MR0714;SPC UT N     - 3,596,790.27  1,535,286.72   sFT  0.99995723   -0 15 06.8
 MR0714;UTM  12      - 4,561,324.772   426,043.826   MT  0.99966731   -0 34 51.6
 MR0714
 MR0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0714!SPC UT N     -   0.99954478  x   0.99995723  =   0.99950203
 MR0714!UTM  12      -   0.99954478  x   0.99966731  =   0.99921224
 MR0714
 MR0714:                Primary Azimuth Mark                     Grid Az
 MR0714:SPC UT N     -  OGDEN PEAK AZ MK                         340 18 13.7
 MR0714:UTM  12      -  OGDEN PEAK AZ MK                         340 37 58.5
 MR0714
 MR0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2604361324(NAD 83)
 MR0714
 MR0714|---------------------------------------------------------------------|
 MR0714| PID    Reference Object                     Distance      Geod. Az  |
 MR0714|                                                           dddmmss.s |
 MR0714| KN0523 INDIAN HEAD SUMMIT                                 1502700.5 |
 MR0714| LO0870 LONE PEAK NEEDLE                    APPROX.75.5 KM 1715221.5 |
 MR0714| LO0874 DRAPER                              APPROX.76.6 KM 1735714.3 |
 MR0714| LO1029 LAKE PARK PAVILION FLAG             APPROX.25.2 KM 1910725.5 |
 MR0714| LP0404 OQUIRRH                             APPROX.70.0 KM 2014004.9 |
 MR0714| LP0487 ONAQUI                              APPROX.90.6 KM 2231217.0 |
 MR0714| MR0713 OGDEN AZIMUTH                       APPROX. 9.7 KM 2831320.1 |
 MR0714| MS0722 SOUTH PROMONTORY CAIRN              APPROX.48.8 KM 2841640.0 |
 MR0714| MR0710 OGDEN UNION DEPOT                   APPROX. 8.5 KM 2854922.7 |
 MR0714| MR0704 OGDEN CITY HALL                     APPROX. 7.8 KM 2864008.5 |
 MR0714| MR0702 OGDEN COURTHOUSE FLAGSTAFF          APPROX. 7.7 KM 2892436.8 |
 MR0714| MS0724 MIDDLE PROMONTORY CAIRN             APPROX.55.2 KM 2934414.3 |
 MR0714| MS0726 NORTH PROMONTORY CAIRN              APPROX.61.5 KM 3014817.1 |
 MR0714| MR0715 CLIFF FLAG                          APPROX. 9.4 KM 3391734.1 |
 MR0714| MR0718 NORTH OGDEN PEAK                    APPROX.19.3 KM 3400307.8 |
 MR0714| CM5690 OGDEN PEAK AZ MK                                   3400306.9 |
 MR0714| MS0689 BOX ELDER PK=WILLARD PK CAIRN       APPROX.49.6 KM 3470910.0 |
 MR0714|---------------------------------------------------------------------|
 MR0714
 MR0714                          SUPERSEDED SURVEY CONTROL
 MR0714
 MR0714  NAD 83(1993)-  41 11 59.69015(N)    111 52 55.32067(W) AD(       ) 1
 MR0714  NAD 83(1986)-  41 11 59.67896(N)    111 52 55.31176(W) AD(       ) 1
 MR0714  NAD 27      -  41 11 59.90600(N)    111 52 52.49000(W) AD(       ) 1
 MR0714  USCA        -  41 11 54.44500(N)    111 52 58.45400(W) AD(       ) 3
 MR0714  USSD        -  41 12 00.76200(N)    111 52 53.07200(W) AD(       ) 3
 MR0714  NGVD 29 (07/19/86) 2918.4    (m)         9575.     (f) VERT ANG       
 MR0714
 MR0714.Superseded values are not recommended for survey control.
 MR0714
 MR0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0714.See file dsdata.pdf to determine how the superseded data were derived.
 MR0714
 MR0714_MARKER: B = BOLT
 MR0714_SETTING: 0 = UNSPECIFIED SETTING
 MR0714
 MR0714  HISTORY     - Date     Condition        Report By
 MR0714  HISTORY     - 1888     MONUMENTED       CGS
 MR0714
 MR0714                          STATION DESCRIPTION
 MR0714
 MR0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1888 (WE)
 MR0714'ON A PEAK OF THE WASATCH MOUNTAINS, ABOUT 4 MILES EAST OF
 MR0714'OGDEN.  THE WEST SLOPE OF THE MOUNTAIN IS VERY STEEP AND
 MR0714'ROUGH AND THE STATION IS MORE EASILY REACHED FROM THE EAST.
 MR0714'THE STATION IS MARKED BY A COPPER BOLT IN A DRILL HOLE IN
 MR0714'SOLID ROCK AND ALSO MARKED BY A DRILL HOLE IN A FLAT ROCK
 MR0714'EMBEDDED IN THE MASONRY BUILT BETWEEN THE BASES OF THREE
 MR0714'SMALL PIERS USED FOR MOUNTING THE INSTRUMENT.  THE STATION
 MR0714'IS NEARLY SURROUNDED BY A RING WALL OF ROCKS, WITH AN INNER
 MR0714'DIAMETER OF ABOUT 11 FEET.  THREE REFERENCE MARKS, EACH A
 MR0714'DRILL HOLE IN SOLID ROCK FILLED WITH LEAD, ARE JUST OUTSIDE
 MR0714'THE RING WALL AT THE FOLLOWING DISTANCES AND BEARINGS FROM
 MR0714'THE STATION--2.84 METERS (9.3 FEET), S 22 DEG 35 MIN W.  2.93
 MR0714'METERS (9.6 FEET), N 02 DEG 05 MIN W.  AND 2.55 METERS (8.4
 MR0714'FEET), S 71 DEG 17 MIN E.  OGDEN PEAK ASTRONOMIC, MARKED BY
 MR0714'A BRICK PIER, IS 13.2 METERS (43 FEET) FROM THE STATION
 MR0714'N 87 DEG 59 MIN W.  THE VERTICAL-CIRCLE STATION,
 MR0714'WITH A RING WALL SIMILAR TO THAT ABOUT THE STATION IS 7.0
 MR0714'METERS (23 FEET) DISTANT S 49 DEG 17 MIN E.  THE
 MR0714'MAGNETIC STATION IS 20.4 METERS (67 FEET) FROM THE
 MR0714'STATION S 36 DEG 04 MIN E.  THE TOP OF THE PEAK WAS
 MR0714'BLOWN OFF AND ALL THE MARKS WERE DESTROYED IN 1923.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AE9256 ***********************************************************************
 AE9256  DESIGNATION -  OGDEN PEAK 2 RESET
 AE9256  PID         -  AE9256
 AE9256  STATE/COUNTY-  UT/WEBER
 AE9256  COUNTRY     -  US
 AE9256  USGS QUAD   -  OGDEN (2017)
 AE9256
 AE9256                         *CURRENT SURVEY CONTROL
 AE9256  ______________________________________________________________________
 AE9256* NAD 83(1994) POSITION- 41 11 59.71450(N) 111 52 55.35602(W)   ADJUSTED
 AE9256* NAVD 88 ORTHO HEIGHT -  2917.    (meters)     9570.    (feet) SCALED
 AE9256  ______________________________________________________________________
 AE9256  GEOID HEIGHT    -        -16.136 (meters)                     GEOID18
 AE9256  LAPLACE CORR    -          8.92  (seconds)                    DEFLEC18
 AE9256  HORZ ORDER      -  FIRST
 AE9256
 AE9256.The horizontal coordinates were established by classical geodetic methods
 AE9256.and adjusted by the National Geodetic Survey in November 1997.
 AE9256
 AE9256.The orthometric height was scaled from a topographic map.
 AE9256
 AE9256.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9256.GEOID18 height accuracy estimate available here.
 AE9256
 AE9256.Click photographs - Photos may exist for this station.
 AE9256
 AE9256.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE9256
 AE9256. The following values were computed from the NAD 83(1994) position.
 AE9256
 AE9256;                    North         East     Units Scale Factor Converg.
 AE9256;SPC UT N     - 1,096,304.619   467,955.507   MT  0.99995723   -0 15 06.8
 AE9256;SPC UT N     - 3,596,792.74  1,535,284.03   sFT  0.99995723   -0 15 06.8
 AE9256;UTM  12      - 4,561,325.528   426,043.010   MT  0.99966731   -0 34 51.7
 AE9256
 AE9256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9256!SPC UT N     -   0.99954516  x   0.99995723  =   0.99950241
 AE9256!UTM  12      -   0.99954516  x   0.99966731  =   0.99921262
 AE9256
 AE9256:                Primary Azimuth Mark                     Grid Az
 AE9256:SPC UT N     -  OGDEN PEAK 2 AZ MK                       178 25 55.3
 AE9256:UTM  12      -  OGDEN PEAK 2 AZ MK                       178 45 40.2
 AE9256
 AE9256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2604361325(NAD 83)
 AE9256
 AE9256|---------------------------------------------------------------------|
 AE9256| PID    Reference Object                     Distance      Geod. Az  |
 AE9256|                                                           dddmmss.s |
 AE9256| AE9173 OGDEN PEAK 2 RM 1                     7.904 METERS 11154     |
 AE9256| AE9174 OGDEN PEAK 2 RM 2                     3.848 METERS 17329     |
 AE9256| AE9243 OGDEN PEAK 2 AZ MK                                 1781048.5 |
 AE9256| MS0711 AIR BCN 2 2 MI S CLEARFIELD         APPROX.16.2 KM 2281646.4 |
 AE9256| MS0715 ANTELOPE ISLAND AIR BEACON          APPROX.34.3 KM 2331207.3 |
 AE9256|---------------------------------------------------------------------|
 AE9256
 AE9256                          SUPERSEDED SURVEY CONTROL
 AE9256
 AE9256  NAD 83(1993)-  41 11 59.71422(N)    111 52 55.35532(W) AD(       ) 1
 AE9256  NAD 83(1986)-  41 11 59.70392(N)    111 52 55.34622(W) AD(       ) 1
 AE9256
 AE9256.Superseded values are not recommended for survey control.
 AE9256
 AE9256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9256.See file dsdata.pdf to determine how the superseded data were derived.
 AE9256
 AE9256_MARKER: DS = TRIANGULATION STATION DISK
 AE9256_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE9256_SP_SET: MASS
 AE9256_STAMPING: OGDEN PEAK 2 1938 1983
 AE9256_MARK LOGO: NGS
 AE9256_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE9256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9256
 AE9256  HISTORY     - Date     Condition        Report By
 AE9256  HISTORY     - 1983     MONUMENTED       NGS
 AE9256  HISTORY     - 20220713 GOOD             PEAKBG
 AE9256
 AE9256                          STATION DESCRIPTION
 AE9256
 AE9256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 AE9256'THE MARK IS SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE.  THE
 AE9256'AZIMUTH MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 AE9256'CONDITION.  THE STATION MARK WAS FOUND TO NOT EXIST AS THE ROCK WAS
 AE9256'SHATTERED IN THAT AREA.  REFERENCE MARK 2 WAS VERY CLOSE TO THE
 AE9256'STATION, BATTERED AND SET AT ABOUT A 70 DEGREE ANGLE MAKING
 AE9256'MEASUREMENTS DIFFICULT.  A NEW STATION MARK WAS SET AT ABOUT THE SAME
 AE9256'ELEVATION AS THE OLD STATION MIGHT HAVE BEEN AND TWO NEW REFERENCE
 AE9256'MARKS WERE SET, NUMBERS 3 AND 4.  ANGLES AND DISTANCE CHECKED WITH OLD
 AE9256'DATA.  A NEW DESCRIPTION IS GIVEN.
 AE9256'
 AE9256'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) EAST-SOUTHEAST OF OGDEN,
 AE9256'UTAH ON THE HIGHEST POINT OF THE AREA.  IT IS ABOUT 12.6 KM (7.80 MI)
 AE9256'SOUTHWEST OF HUNTSVILLE, UTAH AND ABOUT 1.6 KM (1.00 MI) WEST OF SNOW
 AE9256'BASIN SKI RESORT.  OWNERSHIP--US FOREST SERVICE, CACHE NATION FOREST,
 AE9256'324 25TH ST OGDEN, UTAH.  TELEPHONE 801-626-3326.
 AE9256'
 AE9256'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 39 AND
 AE9256'STATE HIGHWAY 226, GO SOUTHWEST FOR 12.7 KM (7.90 MI) ON STATE HIGHWAY
 AE9256'226 (SNOW BASIN SKI RESORT ROAD) TO THE SNOW BASIN PARKING LOT.  CROSS
 AE9256'THE PARKING LOT TO THE SOUTHWEST CORNER OF 0.1 KM (0.05 MI) TO A DIRT
 AE9256'ROAD LEADING TO THE FIRST SKI LIFT. GO 0.2 KM (0.10 MI) ON THE DIRT
 AE9256'ROAD TO A SIDE ROAD LEFT ON THE WEST SIDE OF BECKER SKI LIFT. TURN
 AE9256'LEFT UPHILL FOR 15 M (49.2 FT) TO A LOCKED CABLE GATE.  GET THE
 AE9256'COMBINATION AT THE SKI OFFICE.  PASS THROUGHT THE CABLE GATE AND GET
 AE9256'INTO 4 WHEEL DRIVE AND CONTINUE FOR 3.6 KM (2.25 MI) TO THE TOP OF THE
 AE9256'WILDCAT CHAIR LIFT AND A FORK.  TAKE RIGHT FORK FOR 0.2 KM (0.10 MI)
 AE9256'TO A FORK.  TAKE LEFT FORK, UPHILL FOR 3.4 KM (2.10 MI) TO THE SADDLE
 AE9256'BELOW THE PEAK AND END OF TRUCK TRAVEL.  PACK UPHILL TO THE STATION.
 AE9256'
 AE9256'THE STATION IS A STANDARD NGS DISK, STAMPED
 AE9256'---OGDEN PEAK 2 1938 1983--- FLUSH WITH THE GROUND.  THE DISK IS ON
 AE9256'THE HIGHEST PART OF THE MOUNTAIN.
 AE9256'
 AE9256'THE STATION IS LOCATED 21 FT (6.4 M) NORTH NORTHWEST FROM THE
 AE9256'NORTHWEST PILING AND LEG OF THE UPPER MICROWAVE TOWER.
 AE9256'
 AE9256'AZMUTH MARK NO 1 WAS POSITIONED AT THIS TIME.  THE AZIMUTH MARK IS
 AE9256'LOCATED 0.7 KM (0.45 MI) SOUTH OF OGDEN PEAK ON LAND OWNED BY THE US
 AE9256'FOREST SERVICE.
 AE9256'
 AE9256'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL ON THE SADDLE
 AE9256'SOUTH OF OGDEN PEAK, GO 0.3 KM (0.20 MI) SOUTHERLY ALONG THE RIDGE TO
 AE9256'THE AZIMUTH MARK IN THE TOP OF A BOULDER PROJECTING 0.3 M (1.0 FT)
 AE9256'JUST BEFORE DROPPING OFF SHARPLEY TO THE SADDLE TO DE MOISEY PEAK.  IT
 AE9256'IS A STANDARD CGS DISK STAMPED---OGDEN PEAK 2 1938---, SET INTO A
 AE9256'PARTIALLY EXPOSED BOULDER OF 0.9 M (3.0 FT) IN LARGEST DIMENSION.
 AE9256'
 AE9256'REFERENCE MARK NO 1 IS SET IN A ROCK OUTCROP.  IT IS A STANDARD CGS
 AE9256'DISK, STAMPED---OGDEN PEAK 2 NO 1 1938---.  THE DISK IS SLIGHTLY
 AE9256'BATTERED AND LOCATED 12.5 FT (3.8 M) EAST FROM THE NORTHWEST LEG OF
 AE9256'THE UPPER MICROWAVE TOWER AND 1.5 FT (0.5 M) 0.5 METERS (1.6 FT)
 AE9256'LOWER THAN THE STATION.
 AE9256'
 AE9256'REFERENCE MARK NO 2 IS SET IN A ROCK OUTCROP.  IT IS A STANDARD CGS
 AE9256'DISK, STAMPED---OGDEN PEAK 2 NO 2 1938---.  THE DISK IS HEAVILY
 AE9256'BATTERED AND SET AT A VERY STEEP ANGLE JUST ABOVE A HISTORICAL PLAQUE.
 AE9256'IT IS HARD TO USE THIS RM.  IT IS LOCATED 12.5 FT (3.8 M) NORTHWEST
 AE9256'FROM THE NORTHWEST LEG OF THE UPPER MICROWAVE TOWER AND 2.5 FT (0.8 M)
 AE9256'0.8 METERS (2.6 FT) LOWER THAN THE STATION.
 AE9256'
 AE9256'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED
 AE9256'---OGDEN PEAK 2 1938 NO 3 1983---.  IT IS SET INTO A ROCK OUTCROP.
 AE9256'
 AE9256'REFERENCE MARK NO 4 IS A NGS DISK, STAMPED
 AE9256'---OGDEN PEAK 2 1938 NO 4 1983---.  IT IS LOCATED 44 FT (13.4 M)
 AE9256'NORTH NORTHWEST FROM THE NORTHWEST LEG OF THE UPPER MICROWAVE TOWER
 AE9256'AND 1 FT, (0.3 M) LOWER THAN THE STATION.
 AE9256
 AE9256                          STATION RECOVERY (2022)
 AE9256
 AE9256'RECOVERY NOTE BY PEAK BAGGER 2022 (RW)
 AE9256'THE STATION IS SET IN CONCRETE 0.5 M (1.6 FT) SOUTH OF THE HIGHEST
 AE9256'ROCK.  ALL 3 REFERENCE MARKS INTACT, CONDITION UNCHANGED BUT
 AE9256'REFERENCED COMMUNICATION TOWER IS GONE.  REFERENCE MARK 1 IS 8 M (26.2
 AE9256'FT) EAST OF THE STATION, REFERENCE MARK 2 IS 3 M (9.8 FT) SOUTHEAST OF
 AE9256'THE STATION, REFERENCE MARK 3 IS NORTHWEST OF THE STATION ON THE CREST
 AE9256'OF THE RIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0644 ***********************************************************************
 LN0644  DESIGNATION -  OIL
 LN0644  PID         -  LN0644
 LN0644  STATE/COUNTY-  UT/UINTAH
 LN0644  COUNTRY     -  US
 LN0644  USGS QUAD   -  JENSEN (2017)
 LN0644
 LN0644                         *CURRENT SURVEY CONTROL
 LN0644  ______________________________________________________________________
 LN0644* NAD 83(1994) POSITION- 40 18 11.26857(N) 109 18 47.53729(W)   ADJUSTED
 LN0644* NAVD 88 ORTHO HEIGHT -  1650.8   (meters)     5416.    (feet) VERTCON3
 LN0644  ______________________________________________________________________
 LN0644  GEOID HEIGHT    -        -17.279 (meters)                     GEOID18
 LN0644  LAPLACE CORR    -          5.57  (seconds)                    DEFLEC18
 LN0644  HORZ ORDER      -  THIRD
 LN0644
 LN0644.The horizontal coordinates were established by classical geodetic methods
 LN0644.and adjusted by the National Geodetic Survey in November 1997.
 LN0644
 LN0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0644
 LN0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0644.GEOID18 height accuracy estimate available here.
 LN0644
 LN0644.Click photographs - Photos may exist for this station.
 LN0644
 LN0644.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0644
 LN0644. The following values were computed from the NAD 83(1994) position.
 LN0644
 LN0644;                    North         East     Units Scale Factor Converg.
 LN0644;SPC UT C     - 2,220,959.697   685,879.386   MT  0.99993214   +1 24 02.9
 LN0644;SPC UT C     - 7,286,598.61  2,250,255.95   sFT  0.99993214   +1 24 02.9
 LN0644;UTM  12      - 4,462,767.683   643,349.055   MT  0.99985296   +1 05 28.5
 LN0644
 LN0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0644!SPC UT C     -   0.99974381  x   0.99993214  =   0.99967596
 LN0644!UTM  12      -   0.99974381  x   0.99985296  =   0.99959680
 LN0644
 LN0644:                Primary Azimuth Mark                     Grid Az
 LN0644:SPC UT C     -  DEL                                      037 55 11.7
 LN0644:UTM  12      -  DEL                                      038 13 46.1
 LN0644
 LN0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK4334962767(NAD 83)
 LN0644
 LN0644|---------------------------------------------------------------------|
 LN0644| PID    Reference Object                     Distance      Geod. Az  |
 LN0644|                                                           dddmmss.s |
 LN0644| LN0624 DEL                                 APPROX. 8.7 KM 0391914.6 |
 LN0644|---------------------------------------------------------------------|
 LN0644
 LN0644                          SUPERSEDED SURVEY CONTROL
 LN0644
 LN0644  NAD 83(1993)-  40 18 11.26564(N)    109 18 47.53367(W) AD(       ) 3
 LN0644  NAD 83(1986)-  40 18 11.24950(N)    109 18 47.52172(W) AD(       ) 3
 LN0644  NAD 27      -  40 18 11.37760(N)    109 18 45.05847(W) AD(       ) 3
 LN0644  NGVD 29 (07/19/86) 1649.6    (m)         5412.     (f) VERT ANG       
 LN0644
 LN0644.Superseded values are not recommended for survey control.
 LN0644
 LN0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0644.See file dsdata.pdf to determine how the superseded data were derived.
 LN0644
 LN0644_MARKER: DD = SURVEY DISK
 LN0644_SETTING: 66 = SET IN ROCK OUTCROP
 LN0644_STAMPING: OIL 1964
 LN0644_MARK LOGO: USGS
 LN0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0644+STABILITY: POSITION/ELEVATION WELL
 LN0644
 LN0644  HISTORY     - Date     Condition        Report By
 LN0644  HISTORY     - 1964     MONUMENTED       USGS
 LN0644
 LN0644                          STATION DESCRIPTION
 LN0644
 LN0644'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LN0644'LOCATED ABOUT 5 MI. SW. OF JENSEN, ABOUT 7.5 MI. N. OF RED WASH, ON
 LN0644'HIGH POINT OF DARK RED E. AND W. SANDSTONE FORMATION.
 LN0644'
 LN0644'TO REACH FROM JENSEN POST OFFICE, DRIVE E. ON U.S. HIGHWAY 40 FOR 0.2
 LN0644'MI., TURN S. TOWARD RED WASH AND DRIVE 4.4 MI., TURN LEFT ON TRACK RD.
 LN0644'AND DRIVE 4.1 MI. TO SADDLE, TURN LEFT ACROSS COUNTRY TO TOP AND END
 LN0644'OF TRUCK TRAVEL.  PACK N. INTO SADDLE, THENCE TO TOP AND STATION,
 LN0644'A 5 MINUTE HIKE.
 LN0644'
 LN0644'STATION MARK--STANDARD TABLET, STAMPED ---OIL 1964---, SET IN HIGHEST
 LN0644'POINT OF SANDSTONE FORMATION.
 LN0644'
 LN0644'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---OIL
 LN0644'NO 1 1964---, SET IN SANDSTONE, 11.88 FT. FROM STATION MARK,
 LN0644'S 33 DEG 03 MIN W.
 LN0644'
 LN0644'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---OIL
 LN0644'NO 2 1964---, SET IN SANDSTONE, 17.32 FT. FROM STATION MARK,
 LN0644'S 66 DEG 22 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0485 ***********************************************************************
 HM0485  DESIGNATION -  OIL
 HM0485  PID         -  HM0485
 HM0485  STATE/COUNTY-  UT/SAN JUAN
 HM0485  COUNTRY     -  US
 HM0485  USGS QUAD   -  GRAY SPOT ROCK (2017)
 HM0485
 HM0485                         *CURRENT SURVEY CONTROL
 HM0485  ______________________________________________________________________
 HM0485* NAD 83(1994) POSITION- 37 02 18.07832(N) 109 29 01.28455(W)   ADJUSTED
 HM0485* NAVD 88 ORTHO HEIGHT -  1706.3   (meters)     5598.    (feet) VERTCON3
 HM0485  ______________________________________________________________________
 HM0485  GEOID HEIGHT    -        -20.718 (meters)                     GEOID18
 HM0485  LAPLACE CORR    -          1.56  (seconds)                    DEFLEC18
 HM0485  HORZ ORDER      -  THIRD
 HM0485
 HM0485.The horizontal coordinates were established by classical geodetic methods
 HM0485.and adjusted by the National Geodetic Survey in November 1997.
 HM0485
 HM0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0485
 HM0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0485.GEOID18 height accuracy estimate available here.
 HM0485
 HM0485.Click photographs - Photos may exist for this station.
 HM0485
 HM0485.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0485
 HM0485. The following values were computed from the NAD 83(1994) position.
 HM0485
 HM0485;                    North         East     Units Scale Factor Converg.
 HM0485;SPC UT S     - 3,043,185.420   679,377.365   MT  1.00003535   +1 14 07.3
 HM0485;SPC UT S     - 9,984,184.17  2,228,923.91   sFT  1.00003535   +1 14 07.3
 HM0485;UTM  12      - 4,100,202.215   634,851.851   MT  0.99982402   +0 54 48.6
 HM0485
 HM0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0485!SPC UT S     -   0.99973554  x   1.00003535  =   0.99977088
 HM0485!UTM  12      -   0.99973554  x   0.99982402  =   0.99955961
 HM0485
 HM0485:                Primary Azimuth Mark                     Grid Az
 HM0485:SPC UT S     -  PEAK                                     216 59 56.2
 HM0485:UTM  12      -  PEAK                                     217 19 14.9
 HM0485
 HM0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3485100202(NAD 83)
 HM0485
 HM0485|---------------------------------------------------------------------|
 HM0485| PID    Reference Object                     Distance      Geod. Az  |
 HM0485|                                                           dddmmss.s |
 HM0485| GO0266 PEAK                                APPROX.10.6 KM 2181403.5 |
 HM0485|---------------------------------------------------------------------|
 HM0485
 HM0485                          SUPERSEDED SURVEY CONTROL
 HM0485
 HM0485  NAD 83(1992)-  37 02 18.07737(N)    109 29 01.28893(W) AD(       ) 3
 HM0485  NAD 83(1992)-  37 02 18.07553(N)    109 29 01.28974(W) AD(       ) 3
 HM0485  NAD 83(1986)-  37 02 18.07352(N)    109 29 01.28830(W) AD(       ) 3
 HM0485  NGVD 29 (08/22/88) 1705.4    (m)         5595.     (f) VERT ANG       
 HM0485
 HM0485.Superseded values are not recommended for survey control.
 HM0485
 HM0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0485.See file dsdata.pdf to determine how the superseded data were derived.
 HM0485
 HM0485_MARKER: DB = BENCH MARK DISK
 HM0485_SETTING: 80 = SET IN A BOULDER
 HM0485_MARK LOGO: USGS
 HM0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0485+STABILITY: SURFACE MOTION
 HM0485
 HM0485  HISTORY     - Date     Condition        Report By
 HM0485  HISTORY     - 1949     MONUMENTED       USGS
 HM0485  HISTORY     - 1961     GOOD             USGS
 HM0485
 HM0485                          STATION DESCRIPTION
 HM0485
 HM0485'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 HM0485'TEXT PREVIOUSLY SUBMITTED BY RMMC.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1064 ***********************************************************************
 LO1064  DESIGNATION -  OLA
 LO1064  PID         -  LO1064
 LO1064  STATE/COUNTY-  UT/DUCHESNE
 LO1064  COUNTRY     -  US
 LO1064  USGS QUAD   -  NEOLA (2017)
 LO1064
 LO1064                         *CURRENT SURVEY CONTROL
 LO1064  ______________________________________________________________________
 LO1064* NAD 83(1994) POSITION- 40 26 51.40573(N) 110 02 54.83549(W)   ADJUSTED
 LO1064* NAVD 88 ORTHO HEIGHT -  1901.0   (meters)     6237.    (feet) VERTCON3
 LO1064  ______________________________________________________________________
 LO1064  GEOID HEIGHT    -        -16.094 (meters)                     GEOID18
 LO1064  LAPLACE CORR    -         -4.45  (seconds)                    DEFLEC18
 LO1064  HORZ ORDER      -  FIRST
 LO1064
 LO1064.The horizontal coordinates were established by classical geodetic methods
 LO1064.and adjusted by the National Geodetic Survey in November 1997.
 LO1064
 LO1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1064
 LO1064.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1064.GEOID18 height accuracy estimate available here.
 LO1064
 LO1064.Click photographs - Photos may exist for this station.
 LO1064
 LO1064.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1064
 LO1064. The following values were computed from the NAD 83(1994) position.
 LO1064
 LO1064;                    North         East     Units Scale Factor Converg.
 LO1064;SPC UT C     - 2,235,728.996   623,119.689   MT  0.99995593   +0 55 47.1
 LO1064;SPC UT C     - 7,335,054.21  2,044,351.85   sFT  0.99995593   +0 55 47.1
 LO1064;UTM  12      - 4,477,874.391   580,681.995   MT  0.99968013   +0 37 02.2
 LO1064
 LO1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1064!SPC UT C     -   0.99970440  x   0.99995593  =   0.99966034
 LO1064!UTM  12      -   0.99970440  x   0.99968013  =   0.99938462
 LO1064
 LO1064:                Primary Azimuth Mark                     Grid Az
 LO1064:SPC UT C     -  OLA AZ MK                                180 53 42.9
 LO1064:UTM  12      -  OLA AZ MK                                181 12 27.8
 LO1064
 LO1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK8068177874(NAD 83)
 LO1064
 LO1064|---------------------------------------------------------------------|
 LO1064| PID    Reference Object                     Distance      Geod. Az  |
 LO1064|                                                           dddmmss.s |
 LO1064| CP6332 OLA AZ MK                                          1814930.0 |
 LO1064| CP6333 OLA RM 1                             11.427 METERS 18248     |
 LO1064| LO1063 M 56                                 26.323 METERS 26827     |
 LO1064|---------------------------------------------------------------------|
 LO1064
 LO1064                          SUPERSEDED SURVEY CONTROL
 LO1064
 LO1064  NAD 83(1993)-  40 26 51.40489(N)    110 02 54.83611(W) AD(       ) 1
 LO1064  NAD 83(1986)-  40 26 51.38519(N)    110 02 54.82418(W) AD(       ) 1
 LO1064  NAD 27      -  40 26 51.54800(N)    110 02 52.26700(W) AD(       ) 1
 LO1064  NGVD 29 (07/19/86) 1899.7    (m)         6233.     (f) VERT ANG       
 LO1064
 LO1064.Superseded values are not recommended for survey control.
 LO1064
 LO1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1064.See file dsdata.pdf to determine how the superseded data were derived.
 LO1064
 LO1064_MARKER: DS = TRIANGULATION STATION DISK
 LO1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO1064_STAMPING: OLA 1946
 LO1064_MARK LOGO: CGS
 LO1064_PROJECTION: PROJECTING 8 CENTIMETERS
 LO1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1064+STABILITY: SURFACE MOTION
 LO1064
 LO1064  HISTORY     - Date     Condition        Report By
 LO1064  HISTORY     - 1946     MONUMENTED       CGS
 LO1064  HISTORY     - 1961     GOOD             CGS
 LO1064  HISTORY     - 1963     GOOD             USGS
 LO1064
 LO1064                          STATION DESCRIPTION
 LO1064
 LO1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1064'THE STATION IS LOCATED ON A BENCH ALONG A COUNTRY ROAD IN A
 LO1064'LOW FARMING AREA ABOUT 13.5 MILES AIRLINE NORTHEAST OF ALTONAH,
 LO1064'ABOUT 10.5 MILES AIRLINE NORTH AND WEST OF ROOSEVELT, ABOUT
 LO1064'1.5 MILES AIRLINE NORTHWEST OF THE VILLAGE OF NEOLA, THE
 LO1064'AREA IS QUITE OPEN AROUND STATION EXCEPT FOR SHORT CEDAR
 LO1064'TREES TO THE NORTH AND EAST, IT IS 44 PACES EAST OF CENTER LINE
 LO1064'OF CROSSROAD, 9 PACES NORTH OF THE CENTER LINE OF EAST-WEST
 LO1064'ROAD, 20 PACES NORTHWEST OF A FLUME IN IRRIGATION DITCH,
 LO1064'1 PACE NORTH OF A EAST-WEST FENCE LINE, SET IN A CONCRETE
 LO1064'POST WHICH PROJECTS 3 INCHES AND IS STAMPED--OLA 1946.
 LO1064'
 LO1064'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 LO1064'THE STATION, 43 PACES EAST-SOUTHEAST OF THE CENTER LINE OF
 LO1064'CROSSROAD, 5 PACES SOUTH OF EASTWEST ROAD, 18 INCHES NORTH
 LO1064'OF EASTWEST FENCE LINE, SET IN A CONCRETE POST WHICH PROJECTS
 LO1064'6 INCHES AND IS STAMPED--OLA NO 1 1946.
 LO1064'
 LO1064'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY BENCH MARK,
 LO1064'19 PACES NORTHEAST OF THE CENTER LINE OF CROSSROAD, 6 PACES
 LO1064'NORTH OF CENTER LINE OF EASTWEST ROAD, 1 FOOT NORTH OF AN
 LO1064'EAST-WEST FENCE LINE, SET IN A CONCRETE POST WHICH PROJECTS
 LO1064'6 INCHES AND IS STAMPED--M 56 6227 FEET 1934.
 LO1064'
 LO1064'THE AZIMUTH MARK IS 14 PACES EAST OF THE CENTER LINE OF THE
 LO1064'ROAD, 4 PACES SOUTH OF A HIGH LINE POLE, 1 FOOT EAST OF A
 LO1064'NORTH-SOUTH FENCE LINE, SET IN A CONCRETE POST WHICH PROJECTS
 LO1064'3 INCHES AND IS STAMPED--OLA 1946.
 LO1064'
 LO1064'TO REACH FROM ROOSEVELT, GO NORTH ON HIGHWAY 40 TO THE NORTH
 LO1064'EDGE OF TOWN AND JUNCTION WITH STATE HIGHWAY 121.  TURN LEFT
 LO1064'(W) AND FOLLOW HIGHWAY WEST AND NORTH FOR 10.2 MILES TO CROSSROADS
 LO1064'AT NEOLA STORE WHERE HIGHWAY 121 TURNS EAST.  CONTINUE STRAIGHT
 LO1064'AHEAD (N) ON A GRADED ROAD AND GO 1.0 MILE TO A CROSSROADS.
 LO1064'TURN LEFT (W) AND GO 1.0 MILE TO STATION ON LEFT.  A DRIVE
 LO1064'STATION.
 LO1064
 LO1064                          STATION RECOVERY (1961)
 LO1064
 LO1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RLG)
 LO1064'STATION AND MARKS WERE FOUND AS DESCRIBED IN GOOD CONDITION.
 LO1064
 LO1064                          STATION RECOVERY (1963)
 LO1064
 LO1064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LO1064'RECOVERED.
 LO1064'
 LO1064'STATION MARK--STANDARD DISK, STAMPED ---OLA 1946---, SET IN A
 LO1064'CONCRETE POST WHICH PROJECTS 3 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0875 ***********************************************************************
 HN0875  DESIGNATION -  OLJETO
 HN0875  PID         -  HN0875
 HN0875  STATE/COUNTY-  UT/SAN JUAN
 HN0875  COUNTRY     -  US
 HN0875  USGS QUAD   -  GOULDING NW (2017)
 HN0875
 HN0875                         *CURRENT SURVEY CONTROL
 HN0875  ______________________________________________________________________
 HN0875* NAD 83(1994) POSITION- 37 14 41.29302(N) 110 12 18.69966(W)   ADJUSTED
 HN0875* NAVD 88 ORTHO HEIGHT -  1561.0   (meters)     5121.    (feet) VERTCON3
 HN0875  ______________________________________________________________________
 HN0875  GEOID HEIGHT    -        -21.244 (meters)                     GEOID18
 HN0875  LAPLACE CORR    -          5.65  (seconds)                    DEFLEC18
 HN0875  HORZ ORDER      -  SECOND
 HN0875
 HN0875.The horizontal coordinates were established by classical geodetic methods
 HN0875.and adjusted by the National Geodetic Survey in November 1997.
 HN0875
 HN0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0875
 HN0875.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0875.GEOID18 height accuracy estimate available here.
 HN0875
 HN0875.Click photographs - Photos may exist for this station.
 HN0875
 HN0875.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0875
 HN0875. The following values were computed from the NAD 83(1994) position.
 HN0875
 HN0875;                    North         East     Units Scale Factor Converg.
 HN0875;SPC UT S     - 3,064,958.900   614,878.064   MT  0.99999529   +0 47 35.9
 HN0875;SPC UT S     -10,055,619.32  2,017,312.45   sFT  0.99999529   +0 47 35.9
 HN0875;UTM  12      - 4,122,325.716   570,491.929   MT  0.99966121   +0 28 51.8
 HN0875
 HN0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0875!SPC UT S     -   0.99975844  x   0.99999529  =   0.99975373
 HN0875!UTM  12      -   0.99975844  x   0.99966121  =   0.99941973
 HN0875
 HN0875:                Primary Azimuth Mark                     Grid Az
 HN0875:SPC UT S     -  OLJETO AZ MK                             095 57 20.2
 HN0875:UTM  12      -  OLJETO AZ MK                             096 16 04.3
 HN0875
 HN0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG7049122325(NAD 83)
 HN0875
 HN0875|---------------------------------------------------------------------|
 HN0875| PID    Reference Object                     Distance      Geod. Az  |
 HN0875|                                                           dddmmss.s |
 HN0875| CM7746 OLJETO RM 1                           9.374 METERS 04151     |
 HN0875| CM7745 OLJETO AZ MK                                       0964456.1 |
 HN0875| CM7747 OLJETO RM 2                           8.845 METERS 29820     |
 HN0875|---------------------------------------------------------------------|
 HN0875
 HN0875                          SUPERSEDED SURVEY CONTROL
 HN0875
 HN0875  NAD 83(1992)-  37 14 41.28890(N)    110 12 18.70137(W) AD(       ) 2
 HN0875  NAD 83(1986)-  37 14 41.28896(N)    110 12 18.70107(W) AD(       ) 2
 HN0875  NAD 27      -  37 14 41.29457(N)    110 12 16.25912(W) AD(       ) 2
 HN0875  NGVD 29 (07/19/86) 1560.0    (m)         5118.     (f) VERT ANG       
 HN0875
 HN0875.Superseded values are not recommended for survey control.
 HN0875
 HN0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0875.See file dsdata.pdf to determine how the superseded data were derived.
 HN0875
 HN0875_MARKER: DS = TRIANGULATION STATION DISK
 HN0875_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0875_STAMPING: OLJETO 1963
 HN0875_MARK LOGO: CGS
 HN0875_MAGNETIC: P = MARKER IS A STEEL PIPE
 HN0875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0875
 HN0875  HISTORY     - Date     Condition        Report By
 HN0875  HISTORY     - 1963     MONUMENTED       CGS
 HN0875
 HN0875                          STATION DESCRIPTION
 HN0875
 HN0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0875'THE STATION IS LOCATED ABOUT 40-1/2 MILES SOUTH-SOUTHEAST OF THE
 HN0875'SMALL TOWN OF HITE ON THE COLORADO RIVER, 38 MILES EAST OF THE
 HN0875'HOLE-IN-THE-ROCK CROSSING ON THE COLORADO RIVER, 16 MILES
 HN0875'NORTHEAST OF OLJETO, 4 MILES EAST OF OLJETO WASH ON THE WEST
 HN0875'END OF A BENCH THAT IS SANDY WITH SMALL SAGE BRUSH ON IT AND IS
 HN0875'GREEN IN CONTRAST WITH THE BARE ROCK AROUND IT.  THE SIDES OF
 HN0875'THE BENCH ARE STEEP TO THE NORTH AND WEST BUT SLOPE GENTLY TO
 HN0875'THE EAST AND SOUTHEAST.
 HN0875'
 HN0875'TO REACH THE STATION BY HELICOPTER FROM THE AIRSTRIP AT HITE FLY
 HN0875'SOUTH SOUTHEAST ON A TRUE COURSE OF 162 DEGREES FOR ABOUT 40
 HN0875'1/2 MILES TO THE BENCH AND THE STATION.  TO REACH THE AZIMUTH MARK
 HN0875'FROM THE STATION PACK EASTERLY DOWN OFF THE BENCH AND ALONG THE
 HN0875'EDGE OF A WASH FOR 0.75 MILE TO THE MARK.
 HN0875'
 HN0875'THE STATION MARK IS A STANDARD DISK, STAMPED OLJETO 1963, WELDED
 HN0875'TO THE TOP OF A 2-INCH GALVANIZED PIPE 3 FEET LONG THAT IS SET
 HN0875'IN CONCRETE AND PROJECTS 4 INCHES.  IT IS 300 FEET NORTHEAST OF
 HN0875'THE HIGHEST POINT OF THE BENCH, 61 FEET NORTHWEST OF THE EAST
 HN0875'EDGE OF THE BENCH AND 6.6 FEET SOUTH OF A METAL WITNESS POST AND
 HN0875'SIGN.
 HN0875'
 HN0875'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED OLJETO NO 1 1963,
 HN0875'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE 3 FEET LONG THAT IS
 HN0875'SET IN CONCRETE AND PROJECTS 4 INCHES.  IT IS 62 FEET NORTHWEST
 HN0875'OF THE EAST EDGE OF THE BENCH AND 24.1 FEET NORTHEAST OF A METAL
 HN0875'WITNESS POST AND SIGN.
 HN0875'
 HN0875'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED OLJETO NO 2 1963,
 HN0875'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE 3 FEET LONG THAT IS
 HN0875'SET IN CONCRETE AND PROJECTS 4 INCHES.  IT IS 29.0 FEET WEST
 HN0875'OF A METAL WITNESS POST AND SIGN.
 HN0875'
 HN0875'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED OLJETO 1963, CEMENTED
 HN0875'IN A DRILL HOLE IN AN OUTCROP OF BEDROCK 20 BY 10 FEET IN CROSS
 HN0875'SECTION AND PROJECTING 2 FEET ON THE SOUTHEAST SIDE AND 5 FEET
 HN0875'ON THE NORTHWEST.  THE OUTCROP IS ROUNDED IN SHAPE MUCH LIKE A
 HN0875'LOAF OF BREAD AND IS IN A GROUP OF ROCK LEDGES THAT IS THE FIRST
 HN0875'GROUP OF ROCK EAST OF THE STATION ON THE EDGE OF THE WASH.
 HN0875'IT IS 8.6 FEET WEST OF A 5 FOOT CAIRN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0766 ***********************************************************************
 MS0766  DESIGNATION -  OLNEY ET
 MS0766  PID         -  MS0766
 MS0766  STATE/COUNTY-  UT/BOX ELDER
 MS0766  COUNTRY     -  US
 MS0766  USGS QUAD   -  HOGUP RIDGE NORTH (2017)
 MS0766
 MS0766                         *CURRENT SURVEY CONTROL
 MS0766  ______________________________________________________________________
 MS0766* NAD 83(1994) POSITION- 41 21 51.83764(N) 113 00 50.71924(W)   ADJUSTED
 MS0766* NAVD 88 ORTHO HEIGHT -  1306.8   (meters)     4287.    (feet) VERTCON3
 MS0766  ______________________________________________________________________
 MS0766  GEOID HEIGHT    -        -16.646 (meters)                     GEOID18
 MS0766  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 MS0766  HORZ ORDER      -  SECOND
 MS0766
 MS0766.The horizontal coordinates were established by classical geodetic methods
 MS0766.and adjusted by the National Geodetic Survey in November 1997.
 MS0766
 MS0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0766
 MS0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0766.GEOID18 height accuracy estimate available here.
 MS0766
 MS0766.Click photographs - Photos may exist for this station.
 MS0766
 MS0766.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0766
 MS0766. The following values were computed from the NAD 83(1994) position.
 MS0766
 MS0766;                    North         East     Units Scale Factor Converg.
 MS0766;SPC UT N     - 1,115,603.890   373,327.671   MT  0.99995880   -0 59 54.0
 MS0766;SPC UT N     - 3,660,110.43  1,224,825.87   sFT  0.99995880   -0 59 54.0
 MS0766;UTM  12      - 4,581,167.209   331,543.939   MT  0.99994924   -1 19 52.7
 MS0766
 MS0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0766!SPC UT N     -   0.99979768  x   0.99995880  =   0.99975649
 MS0766!UTM  12      -   0.99979768  x   0.99994924  =   0.99974693
 MS0766
 MS0766:                Primary Azimuth Mark                     Grid Az
 MS0766:SPC UT N     -  DOLPHIN ET                               006 44 19.1
 MS0766:UTM  12      -  DOLPHIN ET                               007 04 17.8
 MS0766
 MS0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL3154381167(NAD 83)
 MS0766
 MS0766|---------------------------------------------------------------------|
 MS0766| PID    Reference Object                     Distance      Geod. Az  |
 MS0766|                                                           dddmmss.s |
 MS0766| MS0738 DOLPHIN ET                          APPROX.11.7 KM 0054425.1 |
 MS0766|---------------------------------------------------------------------|
 MS0766
 MS0766                          SUPERSEDED SURVEY CONTROL
 MS0766
 MS0766  NAD 83(1986)-  41 21 51.82793(N)    113 00 50.70464(W) AD(       ) 2
 MS0766  NAD 27      -  41 21 52.08919(N)    113 00 47.76163(W) AD(       ) 2
 MS0766  NGVD 29 (07/19/86) 1305.8    (m)         4284.     (f) VERT ANG       
 MS0766
 MS0766.Superseded values are not recommended for survey control.
 MS0766
 MS0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0766.See file dsdata.pdf to determine how the superseded data were derived.
 MS0766
 MS0766_MARKER: DD = SURVEY DISK
 MS0766_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MS0766_STAMPING: OLNEY ET 1966
 MS0766_MARK LOGO: USGS
 MS0766_MAGNETIC: P = MARKER IS A STEEL PIPE
 MS0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0766
 MS0766  HISTORY     - Date     Condition        Report By
 MS0766  HISTORY     - 1966     MONUMENTED       USGS
 MS0766
 MS0766                          STATION DESCRIPTION
 MS0766
 MS0766'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JJR)
 MS0766'LOCATED ABOUT 52 MI. (AIRLINE) SW. OF BRIGHAM CITY.  ABOUT 27
 MS0766'MI. SSE. OF KELTON.  ABOUT 7 MI. SSW. OF DOLPHIN ISLAND.  ABOUT
 MS0766'8 MI. NW. OF GUNNISON ISLAND.  ABOUT 50 FT. W. OF A TRACK RD.,
 MS0766'ON A LONG FLAT RIDGE.
 MS0766'
 MS0766'REACHED BY HELICOPTER.
 MS0766'
 MS0766'TO REACH FROM KELTON GO 2.5 MI. W. ALONG BLM RD. TO LUCIN-HOGUP
 MS0766'JUNCTION.  THENCE 23.5 MI. S.  12.7 MI. N. OF LOADING CHUTE AT
 MS0766'HOGUP.  AT INTERSECTION OF RDS.  THENCE SE. ABOUT 3 MI. TO
 MS0766'STATION.
 MS0766'
 MS0766'STATION MARK--A STANDARD TABLET STAMPED OLNEY ET 1966 WELDED
 MS0766'ON IRON PIPE PROJECTING ABOUT 0.5 FT. ABOVE GROUND.
 MS0766'
 MS0766'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DF4639 ***********************************************************************
 DF4639  DESIGNATION -  OLYMPIC
 DF4639  PID         -  DF4639
 DF4639  STATE/COUNTY-  UT/SALT LAKE
 DF4639  COUNTRY     -  US
 DF4639  USGS QUAD   -  FORT DOUGLAS (2017)
 DF4639
 DF4639                         *CURRENT SURVEY CONTROL
 DF4639  ______________________________________________________________________
 DF4639* NAD 83(2011) POSITION- 40 45 32.75742(N) 111 50 41.20648(W)   ADJUSTED
 DF4639* NAD 83(2011) ELLIP HT-  1419.212 (meters)        (06/27/12)   ADJUSTED
 DF4639* NAD 83(2011) EPOCH   -  2010.00
 DF4639* NAVD 88 ORTHO HEIGHT -  1435.8   (meters)     4711.    (feet) GPS OBS
 DF4639  ______________________________________________________________________
 DF4639  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF4639  GEOID HEIGHT    -        -16.510 (meters)                     GEOID99
 DF4639  GEOID HEIGHT    -        -16.555 (meters)                     GEOID18
 DF4639  NAD 83(2011) X  - -1,800,624.867 (meters)                     COMP
 DF4639  NAD 83(2011) Y  - -4,491,699.191 (meters)                     COMP
 DF4639  NAD 83(2011) Z  -  4,143,122.642 (meters)                     COMP
 DF4639  LAPLACE CORR    -         14.27  (seconds)                    DEFLEC18
 DF4639
 DF4639  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF4639  Standards:
 DF4639         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF4639            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF4639  -------------------------------------------------------------------
 DF4639  NETWORK    0.82   1.33           0.39   0.25   0.68      0.13137395
 DF4639  -------------------------------------------------------------------
 DF4639  Click here for local accuracies and other accuracy information.
 DF4639
 DF4639.The horizontal coordinates were established by GPS observations
 DF4639.and adjusted by the National Geodetic Survey in June 2012.
 DF4639
 DF4639.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF4639.been affixed to the stable North American tectonic plate. See 
 DF4639.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF4639
 DF4639.The horizontal coordinates are valid at the epoch date displayed above
 DF4639.which is a decimal equivalence of Year/Month/Day.
 DF4639
 DF4639.The orthometric height was determined by GPS observations and a
 DF4639.high-resolution geoid model.
 DF4639
 DF4639.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4639.GEOID18 height accuracy estimate available here.
 DF4639
 DF4639.Click photographs - Photos may exist for this station.
 DF4639
 DF4639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4639
 DF4639.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF4639
 DF4639.The ellipsoidal height was determined by GPS observations
 DF4639.and is referenced to NAD 83.
 DF4639
 DF4639. The following values were computed from the NAD 83(2011) position.
 DF4639
 DF4639;                    North         East     Units Scale Factor Converg.
 DF4639;SPC UT C     - 2,269,375.205   470,885.776   MT  1.00002897   -0 13 15.1
 DF4639;SPC UT C     - 7,445,441.82  1,544,897.75   sFT  1.00002897   -0 13 15.1
 DF4639;UTM  12      - 4,512,358.572   428,694.310   MT  0.99966258   -0 33 05.6
 DF4639
 DF4639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4639!SPC UT C     -   0.99977743  x   1.00002897  =   0.99980639
 DF4639!UTM  12      -   0.99977743  x   0.99966258  =   0.99944008
 DF4639
 DF4639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2869412358(NAD 83)
 DF4639
 DF4639                          SUPERSEDED SURVEY CONTROL
 DF4639
 DF4639  NAD 83(2007)-  40 45 32.75708(N)    111 50 41.20721(W) AD(2002.00) 0
 DF4639  ELLIP H (02/10/07) 1419.232  (m)                       GP(2002.00)    
 DF4639  NAD 83(1994)-  40 45 32.75679(N)    111 50 41.20679(W) AD(       ) 1
 DF4639  ELLIP H (03/31/03) 1419.243  (m)                       GP(       ) 4 2
 DF4639
 DF4639.Superseded values are not recommended for survey control.
 DF4639
 DF4639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4639.See file dsdata.pdf to determine how the superseded data were derived.
 DF4639
 DF4639_MARKER: DD = SURVEY DISK
 DF4639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4639_STAMPING: SALT LAKE 2002
 DF4639_MARK LOGO: NOAA
 DF4639_PROJECTION: FLUSH
 DF4639_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF4639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4639+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 DF4639
 DF4639  HISTORY     - Date     Condition        Report By
 DF4639  HISTORY     - 20021007 MONUMENTED       SLCS
 DF4639
 DF4639                          STATION DESCRIPTION
 DF4639
 DF4639'DESCRIBED BY SALT LAKE COUNTY SURVEYOR 2002 (VEB)
 DF4639'THE STATION IS LOCATED ON THE UNIVERSITY OF UTAH CAMPUS, SALT LAKE
 DF4639'CITY UTAH. MARK IS A 10 IN DIAMETER COMMEMORATIVE OLYMPIC BRASS SET IN
 DF4639'A 2FT DIAMETER CONCRETE CYLINDIRCAL MONUMENT, 5FT DEEP IN THE GROUND.
 DF4639'
 DF4639'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 80 AND INTERSTATE
 DF4639'15, GO EAST 5.5 MILES ON INTERSTATE 80, TO THE FOOTHILL BLVD EXIT,
 DF4639'THEN GO NORTH ON FOOTHILL BLVD (HWY 186 WEST) 4.2 MILES TO 1580 EAST
 DF4639'CAMPUS CENTER ROAD, TURN RIGHT AND GO 150 FT. MONUMENT IS 75 FT EAST
 DF4639'OF THE EAST CURB ON TOP OF A GRASS KNOLL, AT GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0487 ***********************************************************************
 LP0487  DESIGNATION -  ONAQUI
 LP0487  PID         -  LP0487
 LP0487  STATE/COUNTY-  UT/TOOELE
 LP0487  COUNTRY     -  US
 LP0487  USGS QUAD   -  NORTH WILLOW CANYON (2017)
 LP0487
 LP0487                         *CURRENT SURVEY CONTROL
 LP0487  ______________________________________________________________________
 LP0487* NAD 83(1994) POSITION- 40 36 09.40291(N) 112 36 54.74827(W)   ADJUSTED
 LP0487* NAVD 88 ORTHO HEIGHT -  2788.2   (meters)     9148.    (feet) VERTCON3
 LP0487  ______________________________________________________________________
 LP0487  GEOID HEIGHT    -        -17.180 (meters)                     GEOID18
 LP0487  LAPLACE CORR    -          6.98  (seconds)                    DEFLEC18
 LP0487  HORZ ORDER      -  THIRD
 LP0487
 LP0487.The horizontal coordinates were established by classical geodetic methods
 LP0487.and adjusted by the National Geodetic Survey in November 1997.
 LP0487
 LP0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0487
 LP0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0487.GEOID18 height accuracy estimate available here.
 LP0487
 LP0487.Click photographs - Photos may exist for this station.
 LP0487
 LP0487.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0487
 LP0487. The following values were computed from the NAD 83(1994) position.
 LP0487
 LP0487;                    North         East     Units Scale Factor Converg.
 LP0487;SPC UT C     - 2,252,529.803   405,614.039   MT  0.99998855   -0 42 51.8
 LP0487;SPC UT C     - 7,390,174.86  1,330,752.06   sFT  0.99998855   -0 42 51.8
 LP0487;UTM  12      - 4,495,898.524   363,343.155   MT  0.99982987   -1 03 04.9
 LP0487
 LP0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0487!SPC UT C     -   0.99956550  x   0.99998855  =   0.99955406
 LP0487!UTM  12      -   0.99956550  x   0.99982987  =   0.99939545
 LP0487
 LP0487:                Primary Azimuth Mark                     Grid Az
 LP0487:SPC UT C     -  ONAQUI AZ MK                             194 36 03.3
 LP0487:UTM  12      -  ONAQUI AZ MK                             194 56 16.4
 LP0487
 LP0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK6334395898(NAD 83)
 LP0487
 LP0487|---------------------------------------------------------------------|
 LP0487| PID    Reference Object                     Distance      Geod. Az  |
 LP0487|                                                           dddmmss.s |
 LP0487| CM5694 ONAQUI RM 1                           7.692 METERS 12325     |
 LP0487| CM5693 ONAQUI AZ MK                                       1935311.5 |
 LP0487| CM5695 ONAQUI RM 2                           4.971 METERS 21334     |
 LP0487|---------------------------------------------------------------------|
 LP0487
 LP0487                          SUPERSEDED SURVEY CONTROL
 LP0487
 LP0487  NAD 83(1993)-  40 36 09.39742(N)    112 36 54.73931(W) AD(       ) 3
 LP0487  NAD 83(1986)-  40 36 09.39378(N)    112 36 54.73889(W) AD(       ) 3
 LP0487  NAD 27      -  40 36 09.60179(N)    112 36 51.87140(W) AD(       ) 3
 LP0487  USCA        -  40 36 04.16000(N)    112 36 57.70000(W) AD(       ) 3
 LP0487  USSD        -  40 36 10.48100(N)    112 36 52.52800(W) AD(       ) 3
 LP0487  NGVD 29 (07/19/86) 2787.0    (m)         9144.     (f) VERT ANG       
 LP0487
 LP0487.Superseded values are not recommended for survey control.
 LP0487
 LP0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0487.See file dsdata.pdf to determine how the superseded data were derived.
 LP0487
 LP0487_MARKER: B = BOLT
 LP0487_SETTING: 66 = SET IN ROCK OUTCROP
 LP0487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0487+STABILITY: POSITION/ELEVATION WELL
 LP0487
 LP0487  HISTORY     - Date     Condition        Report By
 LP0487  HISTORY     - 1887     MONUMENTED       CGS
 LP0487  HISTORY     - 1938     GOOD             CGS
 LP0487  HISTORY     - 1955     GOOD             USGS
 LP0487
 LP0487                          STATION DESCRIPTION
 LP0487
 LP0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 LP0487'STATION IS ON THE HIGHEST PEAK NORTH OF DESERET PEAK ON THE
 LP0487'STANSBURRY MOUNTAIN RANGE.  IT LIES APPROXIMATELY 8 MILES
 LP0487'W OF GRANTSVILLE AND 10 MILES N OF DESERET PEAK.  THE OLD
 LP0487'DESCRIPTION OF STATION WAS NOT AVAILABLE.
 LP0487'
 LP0487'REACHED FROM GRANTSVILLE AS FOLLOWS--FROM THE POST OFFICE GO
 LP0487'WEST ON U.S. 40 FOR 0.6 MILE TO WHERE HIGHWAY TURNS RIGHT,
 LP0487'TURN LEFT OFF HIGHWAY ON OLD ROAD HEADING WESTERLY, GO 0.3
 LP0487'MILE, TAKE LEFT FORK, GO WEST 2.1 MILES TO FENCE CORNER, TURN
 LP0487'LEFT AND GO 0.35 MILE TO FORK, TAKE RIGHT FORK AND GO WESTERLY
 LP0487'1.1 MILES TO A DESERTED RANCH HOUSE, CONTINUE WESTERLY 0.15
 LP0487'MILE AND TAKE RIGHT FORK (N) UP HILL, GO 0.9 MILE AND TAKE
 LP0487'LEFT FORK, WESTERLY 1.9 MILES (SPRING ON LEFT--GOOD WATER),
 LP0487'CONTINUE UP CANYON 1.6 MILES TO END OF TRACK ROAD AND END OF
 LP0487'TRUCK TRAVEL.  FROM THIS POINT THE STATION LIES NW ABOUT 2
 LP0487'MILES, A 2-1/2 HOURS PACK.  PACK NW UP STEEP RIDGE, THEN
 LP0487'WEST ALONG RIDGE TO SADDLE ON MAIN RIDGE, THEN NORTH ALONG
 LP0487'TOP OF MAIN RIDGE TO HIGHEST POINT AND STATION.
 LP0487'
 LP0487'AZIMUTH MARK IS ABOUT 1/2 MILE S OF STATION ON ROCKY KNOB OF
 LP0487'MAIN RIDGE AND IS ABOUT 150 YARDS S OF SADDLE MENTIONED ABOVE.
 LP0487'STATION MARK IS COPPER BOLT WITH CROSS, LEADED IN SOLID ROCK.
 LP0487'TWO REFERENCE MARKS WERE ESTABLISHED.  BOTH REFERENCE MARKS
 LP0487'AND AZIMUTH MARK ARE STANDARD DISKS SET IN OUTCROPPING ROCK.
 LP0487
 LP0487                          STATION RECOVERY (1955)
 LP0487
 LP0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LP0487'RECOVERED.
 LP0487'
 LP0487'STATION MARK--CROSS IN TOP OF 1/2 IN. COPPER BOLT CEMENTED IN ROCK
 LP0487'OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0485 ***********************************************************************
 JM0485  DESIGNATION -  ONION
 JM0485  PID         -  JM0485
 JM0485  STATE/COUNTY-  UT/GRAND
 JM0485  COUNTRY     -  US
 JM0485  USGS QUAD   -  FISHER TOWERS (2017)
 JM0485
 JM0485                         *CURRENT SURVEY CONTROL
 JM0485  ______________________________________________________________________
 JM0485* NAD 83(1994) POSITION- 38 43 35.05866(N) 109 17 48.47740(W)   ADJUSTED
 JM0485* NAVD 88 ORTHO HEIGHT -  2071.9   (meters)     6798.    (feet) VERTCON3
 JM0485  ______________________________________________________________________
 JM0485  GEOID HEIGHT    -        -19.467 (meters)                     GEOID18
 JM0485  LAPLACE CORR    -         18.60  (seconds)                    DEFLEC18
 JM0485  HORZ ORDER      -  THIRD
 JM0485
 JM0485.The horizontal coordinates were established by classical geodetic methods
 JM0485.and adjusted by the National Geodetic Survey in November 1997.
 JM0485
 JM0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0485
 JM0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0485.GEOID18 height accuracy estimate available here.
 JM0485
 JM0485.Click photographs - Photos may exist for this station.
 JM0485
 JM0485.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0485
 JM0485. The following values were computed from the NAD 83(1994) position.
 JM0485
 JM0485;                    North         East     Units Scale Factor Converg.
 JM0485;SPC UT C     - 2,046,000.117   691,584.949   MT  1.00008426   +1 24 40.8
 JM0485;SPC UT C     - 6,712,585.38  2,268,974.95   sFT  1.00008426   +1 24 40.8
 JM0485;UTM  12      - 4,287,793.090   648,054.215   MT  0.99986993   +1 03 56.6
 JM0485
 JM0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0485!SPC UT C     -   0.99967807  x   1.00008426  =   0.99976230
 JM0485!UTM  12      -   0.99967807  x   0.99986993  =   0.99954804
 JM0485
 JM0485:                Primary Azimuth Mark                     Grid Az
 JM0485:SPC UT C     -  POLAR                                    118 43 55.5
 JM0485:UTM  12      -  POLAR                                    119 04 39.7
 JM0485
 JM0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH4805487793(NAD 83)
 JM0485
 JM0485|---------------------------------------------------------------------|
 JM0485| PID    Reference Object                     Distance      Geod. Az  |
 JM0485|                                                           dddmmss.s |
 JM0485| JM0482 POLAR                               APPROX.15.2 KM 1200836.3 |
 JM0485|---------------------------------------------------------------------|
 JM0485
 JM0485                          SUPERSEDED SURVEY CONTROL
 JM0485
 JM0485  NAD 83(1986)-  38 43 35.04496(N)    109 17 48.47278(W) AD(       ) 3
 JM0485  NAD 27      -  38 43 35.11995(N)    109 17 46.05973(W) AD(       ) 3
 JM0485  NGVD 29 (07/19/86) 2070.8    (m)         6794.     (f) VERT ANG       
 JM0485
 JM0485.Superseded values are not recommended for survey control.
 JM0485
 JM0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0485.See file dsdata.pdf to determine how the superseded data were derived.
 JM0485
 JM0485_MARKER: DB = BENCH MARK DISK
 JM0485_SETTING: 66 = SET IN ROCK OUTCROP
 JM0485_STAMPING: ONION 1954
 JM0485_MARK LOGO: USGS
 JM0485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0485+STABILITY: POSITION/ELEVATION WELL
 JM0485
 JM0485  HISTORY     - Date     Condition        Report By
 JM0485  HISTORY     - 1954     MONUMENTED       USGS
 JM0485
 JM0485                          STATION DESCRIPTION
 JM0485
 JM0485'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0485'LOCATED 16 MI. NE. OF MOAB, 13 MI. NNW. OF MT. WAAS AND 4 MI. ESE. OF
 JM0485'MOUTH OF ONION CREEK ON THE COLORADO RIVER, ON TOP OF AN OVERHANGING
 JM0485'ROCK ON HIGH RIM ABOUT 0.5 MI. NE. OF FISHER TOWERS.
 JM0485'
 JM0485'STATION REACHED BY HELICOPTER.
 JM0485'
 JM0485'STATION MARK--STANDARD TABLET STAMPED ---ONION 1954--- CEMENTED IN
 JM0485'DRILL HOLE IN ROCK.
 JM0485'
 JM0485'REFERENCE MARK NO. 1--STANDARD TABLET CEMENTED IN DRILL HOLE IN ROCK,
 JM0485'15.95 FT. FROM STATION MARK, N 77 DEG 52 MIN W.
 JM0485'
 JM0485'REFERENCE MARK NO. 2--STANDARD TABLET CEMENTED IN DRILL HOLE IN ROCK,
 JM0485'13.11 FT. FROM STATION MARK, N 16 DEG 14 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0551 ***********************************************************************
 HM0551  DESIGNATION -  OPAL
 HM0551  PID         -  HM0551
 HM0551  STATE/COUNTY-  UT/SAN JUAN
 HM0551  COUNTRY     -  US
 HM0551  USGS QUAD   -  BLACK MESA BUTTE (2017)
 HM0551
 HM0551                         *CURRENT SURVEY CONTROL
 HM0551  ______________________________________________________________________
 HM0551* NAD 83(1994) POSITION- 37 30 10.62269(N) 109 33 55.65328(W)   ADJUSTED
 HM0551* NAVD 88 ORTHO HEIGHT -  1694.2   (meters)     5558.    (feet) VERTCON3
 HM0551  ______________________________________________________________________
 HM0551  GEOID HEIGHT    -        -20.253 (meters)                     GEOID18
 HM0551  LAPLACE CORR    -         -6.10  (seconds)                    DEFLEC18
 HM0551  HORZ ORDER      -  SECOND
 HM0551
 HM0551.The horizontal coordinates were established by classical geodetic methods
 HM0551.and adjusted by the National Geodetic Survey in November 1997.
 HM0551
 HM0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0551
 HM0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0551.GEOID18 height accuracy estimate available here.
 HM0551
 HM0551.Click photographs - Photos may exist for this station.
 HM0551
 HM0551.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0551
 HM0551. The following values were computed from the NAD 83(1994) position.
 HM0551
 HM0551;                    North         East     Units Scale Factor Converg.
 HM0551;SPC UT S     - 3,094,582.499   671,037.411   MT  0.99996327   +1 11 07.0
 HM0551;SPC UT S     -10,152,809.42  2,201,561.91   sFT  0.99996327   +1 11 07.0
 HM0551;UTM  12      - 4,151,635.200   626,797.636   MT  0.99979804   +0 52 24.5
 HM0551
 HM0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0551!SPC UT S     -   0.99973739  x   0.99996327  =   0.99970067
 HM0551!UTM  12      -   0.99973739  x   0.99979804  =   0.99953548
 HM0551
 HM0551:                Primary Azimuth Mark                     Grid Az
 HM0551:SPC UT S     -  BLANDING MUN AIRPORT BEACON              039 13 07.2
 HM0551:UTM  12      -  BLANDING MUN AIRPORT BEACON              039 31 49.7
 HM0551
 HM0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG2679751635(NAD 83)
 HM0551
 HM0551|---------------------------------------------------------------------|
 HM0551| PID    Reference Object                     Distance      Geod. Az  |
 HM0551|                                                           dddmmss.s |
 HM0551| HM0531 BLANDING MUN AIRPORT BEACON         APPROX.11.6 KM 0402414.2 |
 HM0551| CM7748 OPAL RM 1                            18.945 METERS 06741     |
 HM0551| CM7749 OPAL RM 2                            19.621 METERS 33805     |
 HM0551|---------------------------------------------------------------------|
 HM0551
 HM0551                          SUPERSEDED SURVEY CONTROL
 HM0551
 HM0551  NAD 83(1986)-  37 30 10.61396(N)    109 33 55.65638(W) AD(       ) 2
 HM0551  NAD 27      -  37 30 10.60427(N)    109 33 53.21544(W) AD(       ) 2
 HM0551  NGVD 29 (07/19/86) 1693.2    (m)         5555.     (f) VERT ANG       
 HM0551
 HM0551.Superseded values are not recommended for survey control.
 HM0551
 HM0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0551.See file dsdata.pdf to determine how the superseded data were derived.
 HM0551
 HM0551_MARKER: DS = TRIANGULATION STATION DISK
 HM0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0551_STAMPING: OPAL 1966
 HM0551_MARK LOGO: CGS
 HM0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0551+STABILITY: SURFACE MOTION
 HM0551
 HM0551  HISTORY     - Date     Condition        Report By
 HM0551  HISTORY     - 1966     MONUMENTED       CGS
 HM0551
 HM0551                          STATION DESCRIPTION
 HM0551
 HM0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JCC)
 HM0551'STATION IS LOCATED ABOUT 10.0 MILES SOUTHWEST OF BLANDING
 HM0551'AND 2.0 MILES WEST OF COTTONWOOD WASH ON U.S. GOVERNMENT
 HM0551'PROPERTY.
 HM0551'
 HM0551'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF MAIN AND
 HM0551'CENTER STREETS, IN BLANDING, GO SOUTH ON MAIN STREET (STATE
 HM0551'HIGHWAY 47) 4.0 MILES TO THE JUNCTION OF STATE HIGHWAY 95.
 HM0551'BEAR LEFT AND FOLLOW STATE HIGHWAY 47 SOUTHERLY 2.8 MILES TO
 HM0551'A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW BLADED ROAD,
 HM0551'WESTERLY 4.0 MILES TO COTTONWOOD WASH.  CONTINUE, WESTERLY, ON
 HM0551'BLADED ROAD 1.8 MILES TO A Y FORK.  BEAR LEFT AND FOLLOW BLADED
 HM0551'ROAD, SOUTHERLY, 0.8 MILES TO TWO LARGE POLES AT CROSSROAD.
 HM0551'TURN LEFT AND FOLLOW TRACK ROAD, SOUTHEASTERLY, 0.65 MILES TO
 HM0551'A LAUNCHER.  BEAR LEFT AND GO ABOUT 200 FEET TO THE STATION.
 HM0551'
 HM0551'STATION, STAMPED OPAL 1966, IS A STANDARD USC AND GS BRONZE DISK
 HM0551'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 HM0551'PROJECTS ABOUT 1-INCH ABOVE THE GROUND.  IT IS 124.0 FEET
 HM0551'SOUTH OF A LARGE CEDAR TREE AND 4.5 FEET WEST OF A METAL WITNESS
 HM0551'SIGN.
 HM0551'
 HM0551'R.M. NO. 1, STAMPED OPAL NO 1 1966, IS A STANDARD USC AND GS
 HM0551'BRONZE DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HM0551'THAT PROJECTS ABOUT 3-INCHES ABOVE THE GROUND.  IT IS 129.0
 HM0551'FEET SOUTH OF A LARGE CEDAR TREE, 58.0 FEET NORTHEAST OF
 HM0551'METAL WITNESS SIGN AND ABOUT THE SAME ELEVATION AS THE STATION.
 HM0551'
 HM0551'R.M. NO. 2, STAMPED OPAL NO 2 1966, IS A STANDARD USC AND GS
 HM0551'BRONZE DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 HM0551'MONUMENT THAT PROJECTS ABOUT 1-INCH ABOVE THE GROUND.  IT IS
 HM0551'61.0 FEET SOUTH OF A LARGE CEDAR TREE, 60.0 FEET NORTH OF METAL
 HM0551'WITNESS SIGN AND ABOUT THE SAME ELEVATION AS THE STATION.
 HM0551'
 HM0551'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0844 ***********************************************************************
 HN0844  DESIGNATION -  ORANGE=ET U 204
 HN0844  PID         -  HN0844
 HN0844  STATE/COUNTY-  UT/GARFIELD
 HN0844  COUNTRY     -  US
 HN0844  USGS QUAD   -  SEWING MACHINE (2017)
 HN0844
 HN0844                         *CURRENT SURVEY CONTROL
 HN0844  ______________________________________________________________________
 HN0844* NAD 83(1994) POSITION- 37 58 55.47979(N) 110 17 36.33676(W)   ADJUSTED
 HN0844* NAVD 88 ORTHO HEIGHT -  2075.6   (meters)     6810.    (feet) VERTCON3
 HN0844  ______________________________________________________________________
 HN0844  GEOID HEIGHT    -        -20.587 (meters)                     GEOID18
 HN0844  LAPLACE CORR    -          8.37  (seconds)                    DEFLEC18
 HN0844  HORZ ORDER      -  SECOND
 HN0844
 HN0844.The horizontal coordinates were established by classical geodetic methods
 HN0844.and adjusted by the National Geodetic Survey in November 1997.
 HN0844
 HN0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0844
 HN0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0844.GEOID18 height accuracy estimate available here.
 HN0844
 HN0844.Click photographs - Photos may exist for this station.
 HN0844
 HN0844.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0844
 HN0844. The following values were computed from the NAD 83(1994) position.
 HN0844
 HN0844;                    North         East     Units Scale Factor Converg.
 HN0844;SPC UT S     - 3,146,673.778   605,994.600   MT  0.99995725   +0 44 21.3
 HN0844;SPC UT S     -10,323,712.22  1,988,167.28   sFT  0.99995725   +0 44 21.3
 HN0844;UTM  12      - 4,204,061.977   562,050.712   MT  0.99964742   +0 26 05.5
 HN0844
 HN0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0844!SPC UT S     -   0.99967764  x   0.99995725  =   0.99963491
 HN0844!UTM  12      -   0.99967764  x   0.99964742  =   0.99932518
 HN0844
 HN0844:                Primary Azimuth Mark                     Grid Az
 HN0844:SPC UT S     -  ORANGE AZ MK                             181 23 10.2
 HN0844:UTM  12      -  ORANGE AZ MK                             181 41 26.0
 HN0844
 HN0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH6205004061(NAD 83)
 HN0844
 HN0844|---------------------------------------------------------------------|
 HN0844| PID    Reference Object                     Distance      Geod. Az  |
 HN0844|                                                           dddmmss.s |
 HN0844| CM7750 ORANGE AZ MK                                       1820731.5 |
 HN0844| CM7751 ORANGE RM 1                           5.589 METERS 21620     |
 HN0844| CM7752 ORANGE RM 2                           7.183 METERS 32024     |
 HN0844|---------------------------------------------------------------------|
 HN0844
 HN0844                          SUPERSEDED SURVEY CONTROL
 HN0844
 HN0844  NAD 83(1986)-  37 58 55.47288(N)    110 17 36.33648(W) AD(       ) 2
 HN0844  NAD 27      -  37 58 55.51879(N)    110 17 33.83752(W) AD(       ) 2
 HN0844  NGVD 29 (07/19/86) 2074.5    (m)         6806.     (f) VERT ANG       
 HN0844
 HN0844.Superseded values are not recommended for survey control.
 HN0844
 HN0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0844.See file dsdata.pdf to determine how the superseded data were derived.
 HN0844
 HN0844_MARKER: DD = SURVEY DISK
 HN0844_SETTING: 66 = SET IN ROCK OUTCROP
 HN0844
 HN0844  HISTORY     - Date     Condition        Report By
 HN0844  HISTORY     - 1952     MONUMENTED       USGS
 HN0844  HISTORY     - 1959     GOOD             USGS
 HN0844  HISTORY     - 1963     GOOD             CGS
 HN0844
 HN0844                          STATION DESCRIPTION
 HN0844
 HN0844'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (LGB)
 HN0844'THE STATION IS ON THE SOUTH END OF A SMALL MESA WHICH IS
 HN0844'ON THE ORANGE CLIFFS, ABOUT 34 MILES SOUTHEAST OF HANKSVILLE,
 HN0844'14 MILES NORTHEAST OF HITE AND 7 MILES NORTH OF THE MILLE
 HN0844'CRAG BEND IN THE COLORADO RIVER.
 HN0844'
 HN0844'TO REACH FROM HITE BY HELICOPTER, FLY NORTHEAST ON A TRUE
 HN0844'COURSE OF 38 DEGREES FOR ABOUT 14 MILES TO A LANDING ABOUT
 HN0844'35 YARDS NORTH OF THE STATION.
 HN0844'
 HN0844'THE STATION MARK, STAMPED ET ORANGE U 204 1952, IS A U.S.
 HN0844'GEOLOGICAL SURVEY DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 HN0844'BEDROCK, 20 FEET NORTHWEST OF THE SOUTH EDGE OF THE MESA
 HN0844'AND 18 FEET WEST OF THE EAST EDGE.
 HN0844'
 HN0844'REFERENCE MARK 1, STAMPED NO 1 1952, IS A U.S. GEOLOGICAL
 HN0844'SURVEY REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 HN0844'BEDROCK ON THE SOUTH END OF THE MESA, ABOUT 8 INCHES WEST
 HN0844'OF THE EDGE.
 HN0844'
 HN0844'REFERENCE MARK 2, STAMPED NO 2 1952, IS A U.S. GEOLOGICAL
 HN0844'SURVEY REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN
 HN0844'OUTCROPPING BEDROCK.  IT IS NEAR THE NORTHWEST SIDE OF THE
 HN0844'MESA AND ABOUT 2 FEET EAST OF THE EDGE.
 HN0844'
 HN0844'THE AZIMUTH MARK, STAMPED ORANGE USGS 1963, IS A STANDARD
 HN0844'DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK ON A PROMINENT
 HN0844'POINT NEAR THE SOUTHEASTERN END OF THE ORANGE CLIFFS, ABOUT
 HN0844'16 FEET NORTH OF THE SOUTH EDGE OF THE POINT, 7-1/2 FEET
 HN0844'SOUTHWEST OF THE EAST EDGE AND 1 FOOT NORTHWEST OF A SMALL
 HN0844'PILE OF ROCKS.  THIS IS ABOUT A 15 MINUTE PACK SOUTH FROM THE
 HN0844'STATION.
 HN0844'
 HN0844'THE BUREAU OF LAND MANAGEMENT MARK, STAMPED T32S R15E 1/4
 HN0844'S31 S32 1956, IS A BRONZE DISK RIVETED TO THE TOP OF A 3
 HN0844'INCH IRON PIPE WHICH IS SET IN A PILE OF ROCKS.  THE MARK
 HN0844'PROJECTS 22 INCHES AND IS 52 FEET WEST OF ORANGE AZIMUTH MARK
 HN0844'AND ABOUT 20 FEET NORTH OF THE SOUTH EDGE OF THE CLIFF.
 HN0844
 HN0844                          STATION RECOVERY (1959)
 HN0844
 HN0844'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HN0844'LOCATED ABOUT 13.0 MI. NE. OF HITE, 36.0 MI. SE. OF HANKSVILLE, 7.5
 HN0844'MI. NE. OF THE CONFLUENCE OF THE DIRTY DEVIL RIVER AND THE COLORADO
 HN0844'RIVER AND 7.0 MI. N. OF MILLE CRAG BEND, 23 FT. N. OF THE S. END OF A
 HN0844'SMALL MESA ON TOP OF THE ORANGE CLIFFS AT THE HEAD OF ROCK CANYON.
 HN0844'
 HN0844'STATION REACHED BY HELICOPTER.
 HN0844'
 HN0844'STATION MARK - STANDARD TABLET STAMPED ---ORANGE 1952--- CEMENTED IN
 HN0844'ROCK OUTCROP.
 HN0844'
 HN0844'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.1
 HN0844'1952--- CEMENTED IN ROCK OUTCROP, 23.55 FT. FROM STATION MARK,
 HN0844'S 36 DEG 22 MIN W.
 HN0844'
 HN0844'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED --- NO.2
 HN0844'1952--- CEMENTED IN ROCK OUTCROP, 18.35 FT. FROM STATION MARK,
 HN0844'N 39 DEG 29 MIN W.
 HN0844'
 HN0844'STATION FOUND AS DESCRIBED AND ALL MARKS ARE IN
 HN0844'GOOD CONDITION.
 HN0844'
 HN0844'STATION MARK - STANDARD TABLET STAMPED ---ORANGE 1952--- AND
 HN0844'ADDITIONALLY STAMPED ---ET U 204--- IN 1959 CEMENTED IN ROCK OUTCROP.
 HN0844
 HN0844                          STATION RECOVERY (1963)
 HN0844
 HN0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HN0844'RECOVERED IN GOOD CONDITION.
 HN0844'
 HN0844'STATION MARK--STANDARD TABLET, STAMPED ---ORANGE 1952---, CEMENTED
 HN0844'IN ROCK OUTCROP, AND ADDITIONALLY STAMPED ---ET U 204--- IN 1959.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0409 ***********************************************************************
 KN0409  DESIGNATION -  ORDER
 KN0409  PID         -  KN0409
 KN0409  STATE/COUNTY-  UT/SANPETE
 KN0409  COUNTRY     -  US
 KN0409  USGS QUAD   -  MAYFIELD (2017)
 KN0409
 KN0409                         *CURRENT SURVEY CONTROL
 KN0409  ______________________________________________________________________
 KN0409* NAD 83(1994) POSITION- 39 02 41.26456(N) 111 38 25.56227(W)   ADJUSTED
 KN0409* NAVD 88 ORTHO HEIGHT -  2919.    (meters)     9577.    (feet) SCALED
 KN0409  ______________________________________________________________________
 KN0409  GEOID HEIGHT    -        -17.305 (meters)                     GEOID18
 KN0409  LAPLACE CORR    -          9.64  (seconds)                    DEFLEC18
 KN0409  HORZ ORDER      -  SECOND
 KN0409
 KN0409.The horizontal coordinates were established by classical geodetic methods
 KN0409.and adjusted by the National Geodetic Survey in November 1997.
 KN0409
 KN0409.The orthometric height was scaled from a topographic map.
 KN0409
 KN0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0409.GEOID18 height accuracy estimate available here.
 KN0409
 KN0409.Click photographs - Photos may exist for this station.
 KN0409
 KN0409.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0409
 KN0409. The following values were computed from the NAD 83(1994) position.
 KN0409
 KN0409;                    North         East     Units Scale Factor Converg.
 KN0409;SPC UT C     - 2,078,996.821   487,842.473   MT  0.99999318   -0 05 23.9
 KN0409;SPC UT C     - 6,820,842.07  1,600,529.85   sFT  0.99999318   -0 05 23.9
 KN0409;UTM  12      - 4,321,942.750   444,578.444   MT  0.99963782   -0 24 12.4
 KN0409
 KN0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0409!SPC UT C     -   0.99954488  x   0.99999318  =   0.99953806
 KN0409!UTM  12      -   0.99954488  x   0.99963782  =   0.99918286
 KN0409
 KN0409:                Primary Azimuth Mark                     Grid Az
 KN0409:SPC UT C     -  ORDER AZ MK                              271 40 46.9
 KN0409:UTM  12      -  ORDER AZ MK                              271 59 35.4
 KN0409
 KN0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ4457821942(NAD 83)
 KN0409
 KN0409|---------------------------------------------------------------------|
 KN0409| PID    Reference Object                     Distance      Geod. Az  |
 KN0409|                                                           dddmmss.s |
 KN0409| CM5697 ORDER RM 1                           12.315 METERS 16806     |
 KN0409| CM5696 ORDER AZ MK                                        2713523.0 |
 KN0409| CM5698 ORDER RM 2                           12.473 METERS 30208     |
 KN0409|---------------------------------------------------------------------|
 KN0409
 KN0409                          SUPERSEDED SURVEY CONTROL
 KN0409
 KN0409  NAD 83(1986)-  39 02 41.25468(N)    111 38 25.55574(W) AD(       ) 2
 KN0409  NAD 27      -  39 02 41.39500(N)    111 38 22.85600(W) AD(       ) 2
 KN0409
 KN0409.Superseded values are not recommended for survey control.
 KN0409
 KN0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0409.See file dsdata.pdf to determine how the superseded data were derived.
 KN0409
 KN0409_MARKER: DS = TRIANGULATION STATION DISK
 KN0409_SETTING: 80 = SET IN A BOULDER
 KN0409
 KN0409  HISTORY     - Date     Condition        Report By
 KN0409  HISTORY     - 1938     MONUMENTED       CGS
 KN0409
 KN0409                          STATION DESCRIPTION
 KN0409
 KN0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0409'STATION IS ON HIGHEST POINT OF A BRUSH AND TIMBER-COVERED
 KN0409'MOUNTAIN WITH CLIFFS AND LEDGES ALONG S FACE.  MOUNTAIN IS
 KN0409'LOCALLY KNOWN AS ORDER MOUNTAIN AND IS ABOUT 16 MILES S OF
 KN0409'MANTI, AND ABOUT 12-1/2 MILES SE OF GUNNISON.  IT IS ABOUT
 KN0409'1 MILE N OF SEVIER-SANPETE COUNTY LINE.
 KN0409'
 KN0409'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 KN0409'DISKS IN BOULDERS.
 KN0409'
 KN0409'STATION IS REACHED EITHER FROM GUNNISON OR MANTI.  FROM MANTI
 KN0409'AS FOLLOWS--FROM SANPETE COUNTY COURTHOUSE GO S ON U.S. HIGHWAY
 KN0409'89 7.95 MILES TO WHERE A GRAVEL ROAD FORKS L OFF HIGHWAY, AND
 KN0409'A SIGN--MAYFIELD, 4.  TAKE L FORK, S, ON GRAVEL ROAD AND GO
 KN0409'3.95 MILES TO MAYFIELD.  FROM MAYFIELD FOLLOW TWELVE MILE CREEK
 KN0409'ROAD 1.4 MILES E TO A TRACK ROAD FORKING TO R, SE.  TURN R
 KN0409'ONTO TRACK ROAD AND GO 1.6 MILES.  THENCE TAKE R FORK AND GO
 KN0409'0.2 MILE TO ANOTHER FORK (FROM HERE ROAD WORKS SOUTHERLY UP
 KN0409'A VALLEY).  TAKE R FORK 0.6 MILE.  THENCE TAKE R FORK 1.05
 KN0409'MILES TO A DIM TRACK ROAD FORKING TO L (R FORK GOES TO CABIN
 KN0409'AND CORRALS ABOUT 1/4 MILE S).  TAKE L FORK AND GO 0.55
 KN0409'MILE TO END OF TRUCK TRAVEL.  FROM THIS POINT STATION LIES
 KN0409'ABOUT 105 DEG MAGNETIC BEARING, AND ABOUT 3 MILES AIRLINE
 KN0409'(STATION IS NOT VISIBLE FROM THIS POINT).  THERE IS A
 KN0409'CANYON ON THIS BEARING, AND IT IS BEST TO PACK SE AND E
 KN0409'ALONG RIDGE ON S SIDE OF CANYON TO TOP OF A RIDGE (ABOUT
 KN0409'3 MILES).  THENCE NE AND E TO TOP OF A ROUND-TOPPED
 KN0409'ASPEN-COVERED HILL AND STATION (ABOUT 1 MILE).
 KN0409'
 KN0409'REFERENCE MARK NO. 1 IS ABOUT 10 FEET LOWER THAN STATION
 KN0409'IN A BOULDER (ABOUT 1 FOOT SQUARE) FLUSH WITH GROUND SURFACE.
 KN0409'MARK IS ON AN EAST SLOPE AND IS NOT VISIBLE FROM STATION.
 KN0409'REFERENCE MARK NO. 2 IS ABOUT 6 FEET LOWER THAN STATION IN
 KN0409'A BOULDER ABOUT 1 BY 1-1/2 FEET RECTANGULAR SHAPE, AND ABOUT 6
 KN0409'INCHES ABOVE GROUND SURFACE.  MARK IS ON A NW SLOPE.
 KN0409'
 KN0409'STATION MARK IS IN A BURIED BOULDER (ABOUT 1 BY 1-1/4 FEET
 KN0409'RECTANGULAR SHAPE) PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 KN0409'IT IS ON HIGHEST POINT OF MOUNTAIN.
 KN0409'
 KN0409'AZIMUTH MARK IS A STANDARD DISK AZIMUTH MARK SET IN A BOULDER
 KN0409'FLUSH WITH GROUND.  BOULDER IS ABOUT 1 FOOT SQUARE, AND IS ON
 KN0409'AN E SLOPE ABOUT 50 FEET SE OF, AND 5 FEET LOWER THAN CREST
 KN0409'OF A RIDGE.  THERE IS A SMALL CAIRN ABOUT 3 FEET WNW OF AZIMUTH.
 KN0409'AZIMUTH IS ABOUT 1/3 MILE N OF W OF STATION, AND ABOUT 100
 KN0409'FEET LOWER.
 KN0409'
 KN0409'MARYS NIPPLE (LOCAL NAME) TAKEN AS A CUT IS ALSO KNOWN AS
 KN0409'MUSINIA PEAK.  IT IS A HIGH BUTTE-SHAPED PEAK WITH WHITE CLIFFS
 KN0409'ON ALL SIDES, AND LIES ABOUT 5 MILES ESE OF STATION.
 KN0409'
 KN0409'NOTE--THIS IS A DIFFERENT TRUCK ROUTE THAN THAT TAKEN BY
 KN0409'RECONNAISSANCE PARTY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0568 ***********************************************************************
 HO0568  DESIGNATION -  ORDERVILLE
 HO0568  PID         -  HO0568
 HO0568  STATE/COUNTY-  UT/KANE
 HO0568  COUNTRY     -  US
 HO0568  USGS QUAD   -  WHITE TOWER (2017)
 HO0568
 HO0568                         *CURRENT SURVEY CONTROL
 HO0568  ______________________________________________________________________
 HO0568* NAD 83(1994) POSITION- 37 14 53.35256(N) 112 35 50.93390(W)   ADJUSTED
 HO0568* NAVD 88 ORTHO HEIGHT -  2097.    (meters)     6880.    (feet) SCALED
 HO0568  ______________________________________________________________________
 HO0568  GEOID HEIGHT    -        -21.604 (meters)                     GEOID18
 HO0568  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 HO0568  HORZ ORDER      -  FIRST
 HO0568
 HO0568.The horizontal coordinates were established by classical geodetic methods
 HO0568.and adjusted by the National Geodetic Survey in November 1997.
 HO0568
 HO0568.The orthometric height was scaled from a topographic map.
 HO0568
 HO0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0568.GEOID18 height accuracy estimate available here.
 HO0568
 HO0568.Click photographs - Photos may exist for this station.
 HO0568
 HO0568.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0568
 HO0568. The following values were computed from the NAD 83(1994) position.
 HO0568
 HO0568;                    North         East     Units Scale Factor Converg.
 HO0568;SPC UT S     - 3,065,106.718   402,632.452   MT  0.99999475   -0 40 20.7
 HO0568;SPC UT S     -10,056,104.29  1,320,969.97   sFT  0.99999475   -0 40 20.7
 HO0568;UTM  12      - 4,123,597.065   358,320.659   MT  0.99984727   -0 58 01.4
 HO0568
 HO0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0568!SPC UT S     -   0.99967440  x   0.99999475  =   0.99966915
 HO0568!UTM  12      -   0.99967440  x   0.99984727  =   0.99952172
 HO0568
 HO0568:                Primary Azimuth Mark                     Grid Az
 HO0568:SPC UT S     -  ORDERVILLE AZ MK                         013 20 38.3
 HO0568:UTM  12      -  ORDERVILLE AZ MK                         013 38 19.0
 HO0568
 HO0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG5832023597(NAD 83)
 HO0568
 HO0568|---------------------------------------------------------------------|
 HO0568| PID    Reference Object                     Distance      Geod. Az  |
 HO0568|                                                           dddmmss.s |
 HO0568| CH3828 ORDERVILLE AZ MK                                   0124017.6 |
 HO0568| CH3829 ORDERVILLE RM 1                       7.608 METERS 04406     |
 HO0568| CH3830 ORDERVILLE RM 2                       8.335 METERS 18134     |
 HO0568|---------------------------------------------------------------------|
 HO0568
 HO0568                          SUPERSEDED SURVEY CONTROL
 HO0568
 HO0568  NAD 83(1992)-  37 14 53.35009(N)    112 35 50.93310(W) AD(       ) 1
 HO0568  NAD 83(1986)-  37 14 53.34972(N)    112 35 50.93240(W) AD(       ) 1
 HO0568  NAD 27      -  37 14 53.40500(N)    112 35 48.17400(W) AD(       ) 1
 HO0568
 HO0568.Superseded values are not recommended for survey control.
 HO0568
 HO0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0568.See file dsdata.pdf to determine how the superseded data were derived.
 HO0568
 HO0568_MARKER: DS = TRIANGULATION STATION DISK
 HO0568_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HO0568_STAMPING: ORDERVILLE 1938
 HO0568_MARK LOGO: CGS
 HO0568_PROJECTION: FLUSH
 HO0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0568
 HO0568  HISTORY     - Date     Condition        Report By
 HO0568  HISTORY     - 1938     MONUMENTED       CGS
 HO0568  HISTORY     - 1953     GOOD             FAS
 HO0568  HISTORY     - 1954     GOOD             USGS
 HO0568  HISTORY     - 1964     GOOD             USGS
 HO0568
 HO0568                          STATION DESCRIPTION
 HO0568
 HO0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0568'STATION IS ABOUT 14 MILES NORTH-NORTHWEST OF KANAB, UTAH AND
 HO0568'3.5 MILES EAST OF MT. CARMEL ON A SAND RIDE BETWEEN THE EAST
 HO0568'FORK OF THE VIRGIN RIVER AND THE KANAB CREEK.  THE RIDGE IS
 HO0568'COVERED WITH SAGE AND OTHER BRUSH AND ABOUT THE STATION THERE
 HO0568'IS HIGHER GROUND TO THE SOUTHWEST AND LOWER GROUND TO THE
 HO0568'NORTH.  STATION MARK IS A STANDARD DISK WELDED ONTO THE TOP
 HO0568'OF A 4-INCH IRON PIPE SUNK SECURELY IN THE GROUND SLUFH
 HO0568'WITH THE SURFACE.
 HO0568'
 HO0568'REFERENCE MARK NO. 1 IS A STANDARD DISK WELDED ONTO THE TOP OF
 HO0568'A 4-INCH IRON PIPE SUNK SECURELY IN THE GROUND FLUSH WITH THE
 HO0568'SURFACE.  IT IS NORTH-NORTHWEST OF THE STATION AND ABOUT ONE
 HO0568'FOOT LOWER IN ELEVATION.
 HO0568'
 HO0568'REFERENCE MARK NO. 2 IS A STANDARD DISK WELDED ONTO THE TOP
 HO0568'OF A 4-INCH IRON PIPE SUNK SECURELY IN THE GROUND FLUSH WITH THE
 HO0568'SURFACE.  IT IS SOUTH OF AND ABOUT 1/2 FOOT LOWER IN ELEVATION.
 HO0568'
 HO0568'AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE AS DESCRIBED
 HO0568'IN IS NORTH-NORTHEAST OF THE STATION ABOUT 0.3 MILE
 HO0568'AND ABOUT 10 FEET EAST OF THE ROAD ON THE WAY TO THE STATION.
 HO0568'
 HO0568'STATION IS REACHED FROM THE POST OFFICE IN GLENDALE, UTAH BY
 HO0568'GOING NORTH ON U.S. 99 FOR 0.25 MILE TO A DIRT ROAD LEADING
 HO0568'RIGHT AT THE SPENCERS GARAGE.  THENCE TURN RIGHT ON THE DIRT
 HO0568'ROAD AND GO 1.35 MILES TO A FORK.  THENCE TAKE RIGHT FORK,
 HO0568'THE MAIN TRAVELED ROAD, FOR 1.0 MILE TO A SMALL WASH AND A
 HO0568'SHACK ON THE LEFT.  THENCE TAKE THE MAIN TRAVELED ROAD, THE
 HO0568'MIDDLE FORK FOR 0.5 MILE TO A FORK.  KEEP THE RIGHT FORK
 HO0568'FOR 0.3 MILE TO A FENCE AND BOARD GATE.  THENCE CONTINUE
 HO0568'FOR 1.8 MILES TO ANOTHER FENCE AND BOARD GATE, GO THRU GATE
 HO0568'AND FOLLOW THE MAIN TRAVELED ROAD FOR 1.5 MILES TO A FENCE
 HO0568'AND POLE GATE.  THENCE CONTINUE 0.25 MILE TO A WIRE GATE,
 HO0568'A SHCAK ON THE RIGHT AND A SMALL RESERVOIR JUST INSIDE THE
 HO0568'FENCE.  THENCE GO THROUGH THE WIRE GATE AND CONTINUE FOR
 HO0568'0.6 MILE TO ANOTHER WIRE GATE JUST AFTER PASSING A SHACK
 HO0568'ON THE RIGHT.  THENCE GO THRU THIS GATE AND CONTINUE FOR
 HO0568'0.1 MILE TO A FORK AT THE TOP OF THE RIDGE.  THENCE TAKE
 HO0568'THE RIGHT FORK AND FOLLOW THE MAIN TRAVELED ROAD FOR 0.3 MILE
 HO0568'TO A ROAD LEADING SHARP RIGHT.  MAKE AN ABRUPT RIGHT TURN
 HO0568'AND FOLLOW THE TRACK ROAD FOR 0.15 MILE TO A FENCE AND THE
 HO0568'END OF THE TRUCK TRAVEL.  FROM HERE THE STATION IS 95 YARDS
 HO0568'NORTH.
 HO0568
 HO0568                          STATION RECOVERY (1953)
 HO0568
 HO0568'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1953 (GCS)
 HO0568'RECOVERED THE STATION MARK AND REFERENCE MARKS 1 AND 2 IN EXCELLENT
 HO0568'CONDITION.  A REVISED ROUTE DESCRIPTION FOLLOWS--
 HO0568'
 HO0568'FROM THE POST OFFICE IN GLENDALE, UTAH, GO N ON U.S. HIGHWAY
 HO0568'89 FOR 0.25 MI. TO A DIRT ROAD LEADING RIGHT AT SPENCERS GARAGE.
 HO0568'TURN RIGHT ON THE DIRT ROAD AND GO 1.85 MI. TO A FORK.  TAKE
 HO0568'THE RIGHT FORK FOR 0.25 MI. TO A BOARD GATE.  PASS THROUGH
 HO0568'THE GATE AND CONTINUE FOR 0.35 MI. TO FORKS IN A WASH.  TAKE
 HO0568'THE MIDDLE FORK AND A MAIN-TRAVELED ROAD FOR 0.5 MI. TO ANOTHER
 HO0568'FORK.  TAKE THE RIGHT FORK FOR 0.3 MI. TO A WOODEN GATE.  PASS
 HO0568'THROUGH THE GATE AND CONTINUE FOR 1.9 MI. TO A WIRE GATE
 HO0568'AND SHACK ON THE LEFT.  PASS THROUGH THE GATE AND CONTINUE
 HO0568'FOR 1.1 MI. TO A ROAD FORK, TAKE THE LEFT FORK FOR 0.4 MI.
 HO0568'TO ANOTHER FORK AND WOODEN AND WIRE GATES.  TAKE THE LEFT
 HO0568'FORK THROUGH A WIRE GATE FOR 0.85 MI. PAST A SHACK ON THE
 HO0568'RIGHT TO ANOTHER GATE, THENCE THROUGH THE GATE AND GO 0.1
 HO0568'MI. TO THE TOP OF A RIDGE AND A ROAD FORK.  TAKE THE RIGHT
 HO0568'FORK FOR 0.3 MI. TO THE BOTTOM OF A SMALL DRAIN AND THE END
 HO0568'OF TRUCK TRAVEL.  STATION IS ON TOP OF A SMALL SANDY
 HO0568'KNOLL APPROXIMATELY 100 YD. DUE W.
 HO0568
 HO0568                          STATION RECOVERY (1954)
 HO0568
 HO0568'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 HO0568'RECOVERED --THE RD. HAS BEEN CHANGED AND A NEW
 HO0568'DESCRIPTION FOLLOWS
 HO0568'
 HO0568'TO REACH FROM SPENCERS GARAGE IN GLENDALE, DRIVE E. ON A DIRT RD. 1.8
 HO0568'MI. TO RD. FORKS, KEEP RIGHT 0.3 MI. TO GATE, PASS THROUGH GATE AND
 HO0568'CONTINUE 0.9 MI. TO RD. FORKS, TAKE RIGHT FORK AND CONTINUE 3.3 MI.,
 HO0568'PASS THROUGH TWO GATES TO FORKS, TAKE LEFT FORK 0.4 MI. TO RD. FORKS,
 HO0568'(EACH BRANCH OF WHICH IS CLOSED BY A GATE), TAKE LEFT FORK THROUGH
 HO0568'GATE FOR 0.9 MI. TO GATE, PASS THROUGH GATE AND CONTINUE 0.1 MI. TO
 HO0568'TOP OF RIDGE AND RD. FORKS, TAKE RIGHT FORK FOR 0.3 MI. TO DIM TRACK
 HO0568'RD. ON RIGHT, FOLLOW TRACK RD. 0.1 MI. TO FENCE.  PROCEED ON FOOT,
 HO0568'CROSS FENCE AND GO N. 300 FT. TO TOP AND STATION.
 HO0568'
 HO0568'STATION MARK--STANDARD DISK WELDED ONTO THE TOP OF A 4 IN. IRON PIPE
 HO0568'SUNK SECURELY IN THE GROUND FLUSH WITH SURFACE.
 HO0568
 HO0568                          STATION RECOVERY (1964)
 HO0568
 HO0568'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 HO0568'RECOVERED.
 HO0568'
 HO0568'STATION MARK--STANDARD DISK, WELDED ONTO THE TOP OF A 4 IN. IRON PIPE
 HO0568'SUNK SECURELY IN THE GROUND FLUSH WITH THE SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5811 ***********************************************************************
 AI5811  CBN         -  This is a Cooperative Base Network Control Station.
 AI5811  DESIGNATION -  OREM
 AI5811  PID         -  AI5811
 AI5811  STATE/COUNTY-  UT/UTAH
 AI5811  COUNTRY     -  US
 AI5811  USGS QUAD   -  OREM (2017)
 AI5811
 AI5811                         *CURRENT SURVEY CONTROL
 AI5811  ______________________________________________________________________
 AI5811* NAD 83(2011) POSITION- 40 20 01.69078(N) 111 42 55.95663(W)   ADJUSTED
 AI5811* NAD 83(2011) ELLIP HT-  1427.230 (meters)        (06/27/12)   ADJUSTED
 AI5811* NAD 83(2011) EPOCH   -  2010.00
 AI5811* NAVD 88 ORTHO HEIGHT -  1444.2   (meters)     4738.    (feet) GPS OBS
 AI5811  ______________________________________________________________________
 AI5811  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5811  GEOID HEIGHT    -        -16.986 (meters)                     GEOID09
 AI5811  GEOID HEIGHT    -        -16.942 (meters)                     GEOID18
 AI5811  NAD 83(2011) X  - -1,801,852.813 (meters)                     COMP
 AI5811  NAD 83(2011) Y  - -4,524,283.108 (meters)                     COMP
 AI5811  NAD 83(2011) Z  -  4,107,233.026 (meters)                     COMP
 AI5811  LAPLACE CORR    -         13.90  (seconds)                    DEFLEC18
 AI5811
 AI5811  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5811  Standards:
 AI5811         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5811            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5811  -------------------------------------------------------------------
 AI5811  NETWORK    0.75   1.61           0.33   0.28   0.82     -0.17808957
 AI5811  -------------------------------------------------------------------
 AI5811  Click here for local accuracies and other accuracy information.
 AI5811
 AI5811.The horizontal coordinates were established by GPS observations
 AI5811.and adjusted by the National Geodetic Survey in June 2012.
 AI5811
 AI5811.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5811.been affixed to the stable North American tectonic plate. See 
 AI5811.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5811
 AI5811.The horizontal coordinates are valid at the epoch date displayed above
 AI5811.which is a decimal equivalence of Year/Month/Day.
 AI5811
 AI5811.The orthometric height was determined by GPS observations and a
 AI5811.high-resolution geoid model.
 AI5811
 AI5811.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5811.GEOID18 height accuracy estimate available here.
 AI5811
 AI5811.Click photographs - Photos may exist for this station.
 AI5811
 AI5811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5811
 AI5811.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5811
 AI5811.The ellipsoidal height was determined by GPS observations
 AI5811.and is referenced to NAD 83.
 AI5811
 AI5811. The following values were computed from the NAD 83(2011) position.
 AI5811
 AI5811;                    North         East     Units Scale Factor Converg.
 AI5811;SPC UT C     - 2,222,115.098   481,685.024   MT  0.99993666   -0 08 17.1
 AI5811;SPC UT C     - 7,290,389.28  1,580,328.28   sFT  0.99993666   -0 08 17.1
 AI5811;UTM  12      - 4,465,052.811   439,219.611   MT  0.99964547   -0 27 47.3
 AI5811
 AI5811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5811!SPC UT C     -   0.99977616  x   0.99993666  =   0.99971283
 AI5811!UTM  12      -   0.99977616  x   0.99964547  =   0.99942171
 AI5811
 AI5811_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK3921965052(NAD 83)
 AI5811
 AI5811                          SUPERSEDED SURVEY CONTROL
 AI5811
 AI5811  NAD 83(2007)-  40 20 01.69046(N)    111 42 55.95692(W) AD(2002.00) 0
 AI5811  ELLIP H (02/10/07) 1427.243  (m)                       GP(2002.00)    
 AI5811  NAD 83(1994)-  40 20 01.68996(N)    111 42 55.95630(W) AD(       ) A
 AI5811  ELLIP H (06/28/00) 1427.262  (m)                       GP(       ) 4 1
 AI5811  NAVD 88 (06/28/00) 1444.2    (m)  GEOID99  model used  GPS OBS        
 AI5811
 AI5811.Superseded values are not recommended for survey control.
 AI5811
 AI5811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5811.See file dsdata.pdf to determine how the superseded data were derived.
 AI5811
 AI5811_MARKER: DD = SURVEY DISK
 AI5811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5811_STAMPING: OREM 1999
 AI5811_MARK LOGO: CGS+SS
 AI5811_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5811+STABILITY: SURFACE MOTION
 AI5811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5811+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1999
 AI5811
 AI5811  HISTORY     - Date     Condition        Report By
 AI5811  HISTORY     - UNK      MONUMENTED       CGS+SS
 AI5811  HISTORY     - 19990615 GOOD             UT-049
 AI5811
 AI5811                          STATION DESCRIPTION
 AI5811
 AI5811'DESCRIBED BY UTAH COUNTY UTAH 1999 (OS)
 AI5811'THE STATION IS LOCATED IN SECTION 33 T5S R2E SALT LAKE BASE AND
 AI5811'MERIDIAN ON THE NORTHWEST SIDE OF OREM AND THE SOUTH SIDE OF LINDON.
 AI5811'OWNERSHIP-- OREM AND LINDON RIGHT-OF-WAY.  TO REACH THE STATION FROM
 AI5811'THE JUNCTION OF INTERSTATE HIGHWAY 15 AND STATE HIGHWAY 52, EXIT 275,
 AI5811'ON THE WEST SIDE OF OREM, GO NORTH ON HIGHWAY 15 FOR 1.6 KM (1.00 MI)
 AI5811'TO EXIT RAMP 276 FOR 1600 STREET NORTH.  TAKE EXIT RAMP AND TURN RIGHT
 AI5811'ON 1600 STREET NORTH AND GO EAST FOR 1.37 KM (0.85 MI) TO AN
 AI5811'INTERSECTION, NORTH 800 WEST.  TURN LEFT AND GO NORTH ON NORTH 800
 AI5811'WEST STREET FOR 0.8 KM (0.50 MI) TO AN INTERSECTION, 2000 NORTH STREET
 AI5811'OR 200 SOUTH STREET (LINDON) AND THE STATION IN THE NORTHWEST QUADRANT
 AI5811'OF THE INTERSECTION.  THE STATION IS A CGS AND STATE SURVEY DISK SET
 AI5811'IN TOP OF 0.26 M (0.85 FT) ROUND CONCRETE MONUMENT THAT PROJECTS 0.4 M
 AI5811'(1.3 FT) ABOVE THE GROUND.  IT IS 12.2 M (40.0 FT) WEST OF NORTH 800
 AI5811'WEST (MAIN STREET, LINDON) AND 10.05 M (32.97 FT) NORTH OF THE CENTER
 AI5811'OF 2000 NORTH STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0656 ***********************************************************************
 MR0656  DESIGNATION -  OTTER
 MR0656  PID         -  MR0656
 MR0656  STATE/COUNTY-  UT/RICH
 MR0656  COUNTRY     -  US
 MR0656  USGS QUAD   -  SAGE CREEK (2017)
 MR0656
 MR0656                         *CURRENT SURVEY CONTROL
 MR0656  ______________________________________________________________________
 MR0656* NAD 83(1994) POSITION- 41 45 43.70525(N) 111 07 51.09837(W)   ADJUSTED
 MR0656* NAVD 88 ORTHO HEIGHT -  1915.5   (meters)     6284.    (feet) VERTCON3
 MR0656  ______________________________________________________________________
 MR0656  GEOID HEIGHT    -        -14.653 (meters)                     GEOID18
 MR0656  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 MR0656  HORZ ORDER      -  SECOND
 MR0656
 MR0656.The horizontal coordinates were established by classical geodetic methods
 MR0656.and adjusted by the National Geodetic Survey in November 1997.
 MR0656
 MR0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0656
 MR0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0656.GEOID18 height accuracy estimate available here.
 MR0656
 MR0656.Click photographs - Photos may exist for this station.
 MR0656
 MR0656.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0656
 MR0656. The following values were computed from the NAD 83(1994) position.
 MR0656
 MR0656;                    North         East     Units Scale Factor Converg.
 MR0656;SPC UT N     - 1,158,739.360   530,696.911   MT  0.99999663   +0 14 36.2
 MR0656;SPC UT N     - 3,801,630.72  1,741,128.12   sFT  0.99999663   +0 14 36.2
 MR0656;SPC WY W     -   240,690.444   712,893.994   MT  1.00003084   -0 41 51.9
 MR0656;SPC WY W     -   789,665.23  2,338,886.38   sFT  1.00003084   -0 41 51.9
 MR0656;UTM  12      - 4,623,375.763   489,122.164   MT  0.99960146   -0 05 13.8
 MR0656
 MR0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0656!SPC UT N     -   0.99970195  x   0.99999663  =   0.99969858
 MR0656!SPC WY W     -   0.99970195  x   1.00003084  =   0.99973278
 MR0656!UTM  12      -   0.99970195  x   0.99960146  =   0.99930353
 MR0656
 MR0656:                Primary Azimuth Mark                     Grid Az
 MR0656:SPC UT N     -  JUNCTION                                 064 04 27.0
 MR0656:SPC WY W     -  JUNCTION                                 065 00 55.1
 MR0656:UTM  12      -  JUNCTION                                 064 24 17.0
 MR0656
 MR0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM8912223375(NAD 83)
 MR0656
 MR0656|---------------------------------------------------------------------|
 MR0656| PID    Reference Object                     Distance      Geod. Az  |
 MR0656|                                                           dddmmss.s |
 MR0656| MR0260 X 126                                 9.157 METERS 05415     |
 MR0656| MR0866 JUNCTION                            APPROX.14.5 KM 0641903.2 |
 MR0656| CM5699 OTTER RM 1                                         14455     |
 MR0656| MR0655 NORTH OTTER CREEK FENCE              41.499 METERS 33114     |
 MR0656|---------------------------------------------------------------------|
 MR0656
 MR0656                          SUPERSEDED SURVEY CONTROL
 MR0656
 MR0656  NAD 83(1993)-  41 45 43.70514(N)    111 07 51.09843(W) AD(       ) 2
 MR0656  NAD 83(1986)-  41 45 43.69234(N)    111 07 51.09290(W) AD(       ) 2
 MR0656  NAD 27      -  41 45 43.89440(N)    111 07 48.38760(W) AD(       ) 2
 MR0656  NGVD 29 (07/19/86) 1914.2    (m)         6280.     (f) VERT ANG       
 MR0656
 MR0656.Superseded values are not recommended for survey control.
 MR0656
 MR0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0656.See file dsdata.pdf to determine how the superseded data were derived.
 MR0656
 MR0656_MARKER: DS = TRIANGULATION STATION DISK
 MR0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0656_STAMPING: OTTER 1962
 MR0656_MARK LOGO: CGS
 MR0656_PROJECTION: FLUSH
 MR0656_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MR0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0656+STABILITY: SURFACE MOTION
 MR0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0656+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2020
 MR0656
 MR0656  HISTORY     - Date     Condition        Report By
 MR0656  HISTORY     - 1962     MONUMENTED       CGS
 MR0656  HISTORY     - 1966     GOOD             USGS
 MR0656  HISTORY     - 20050901 GOOD             SLCS
 MR0656  HISTORY     - 20200920 GOOD             NGSTM
 MR0656
 MR0656                          STATION DESCRIPTION
 MR0656
 MR0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0656'STATION IS ON THE EAST SIDE OF STATE HIGHWAY 3, ABOUT 3 MILES
 MR0656'NORTHEAST OF OTTER CREEK, 7-1/2 MILES NORTHEAST OF RANDOLPH
 MR0656'AND 1/2 MILE SOUTH OF THE SAGE CREEK JUNCTION.
 MR0656'
 MR0656'TO REACH FROM THE POST OFFICE IN RANDOLPH, GO NORTH ON STATE
 MR0656'HIGHWAY 3 FOR 7.7 MILES TO A SIDE ROAD RIGHT AND STATION IN THE
 MR0656'SOUTHEAST ANGLE OF THE INTERSECTION, 0.6 MILE BEFORE REACHING
 MR0656'THE SAGE CREEK JUNCTION.  TO REACH BENCH MARK Y 126 FROM THE
 MR0656'STATION, GO EASTERLY ON GRAVELED ROAD FOR 2.0 MILES TO A GATE
 MR0656'AND THE BENCH MARK ON THE RIGHT.
 MR0656'
 MR0656'STATION MARK IS A STANDARD DISK, STAMPED OTTER 1962, SET IN THE
 MR0656'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 MR0656'109 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 52 FEET SOUTH
 MR0656'OF A TELEPHONE LINE POLE, 52 FEET EAST OF THE CENTERLINE OF STATE
 MR0656'HIGHWAY 3 AND 4.5 FEET EAST OF A WITNESS POST.
 MR0656'
 MR0656'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED OTTER NO 1 1962,
 MR0656'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0656'6 INCHES.  IT IS 129 FEET SOUTH OF THE CENTERLINE OF THE
 MR0656'GRAVELED ROAD, 88 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 MR0656'67 FEET SOUTHEAST OF THE TELEPHONE LINE POLE AND ABOUT 3 FEET
 MR0656'LOWER THAN THE STATION.
 MR0656'
 MR0656'BENCH MARK X 126 IS A STANDARD DISK, STAMPED X 126 1934, SET
 MR0656'IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.
 MR0656'IT IS 79 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD,
 MR0656'56 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 22 FEET SOUTH
 MR0656'OF THE TELEPHONE LINE POLE AND ABOUT THE SAME ELEVATION AS
 MR0656'THE STATION.
 MR0656'
 MR0656'T 12 N R 7 E SEC. 22, NORTH OTTER CREEK FENCE SE 1/4 SE 1/4
 MR0656'(USE) IS A U.S. ENGINEERS DISK, STAMPED T 12 N R 7 E SEC. 22 NORTH
 MR0656'OTTER CREEK FENCE SE 1/4 SE 1/4 1953, BRADDED TO THE TOP OF
 MR0656'A 1-1/2 INCH IRON PIPE PROJECTING 10 INCHES.  IT IS 82 FEET WEST
 MR0656'OF THE CENTERLINE OF THE HIGHWAY AND 41.5 FEET SOUTHWEST OF A
 MR0656'T-FENCE INTERSECTION.
 MR0656'
 MR0656'BENCH MARK Y 126 IS A STANDARD DISK, STAMPED Y 126 1934, SET
 MR0656'IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 MR0656'IT IS 34 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 18
 MR0656'FEET NORTH OF THE CENTERLINE OF A FIELD ROAD, 26 FEET SOUTH
 MR0656'OF THE SOUTH GATE POST OF THE GATE, 9 FEET NORTH OF A FENCE,
 MR0656'3 FEET EAST OF A FENCE AND 3.5 FEET EAST OF A WITNESS POST.
 MR0656'
 MR0656'REFERENCE MARK 1 TO BENCH MARK X 126 IS 47.46 FEET OR 14.466
 MR0656'METERS.
 MR0656
 MR0656                          STATION RECOVERY (1966)
 MR0656
 MR0656'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MR0656'RECOVERED IN GOOD CONDITION.
 MR0656
 MR0656                          STATION RECOVERY (2005)
 MR0656
 MR0656'RECOVERY NOTE BY SALT LAKE COUNTY SURVEYOR 2005 (KDS)
 MR0656'RECOVERED AS DESCRIBED
 MR0656
 MR0656                          STATION RECOVERY (2020)
 MR0656
 MR0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2020 (DW)
 MR0656'THE STATION IS 0.85 MI (1.37 KM) SOUTHERNLY ON UT ROUTE 16 FROM UT
 MR0656'ROUTE 30 AT SAGE CREEK JUNCTION, UT.  UT 16 WAS FORMERLY UT 3 AND US
 MR0656'89.  UT 30 WAS FORMERLY UT 51.  GRAVELED ROAD IS EAST STERLING LANE =
 MR0656'5000N BR25 AND FORMERLY US 89.  IT IS 9.157 M (30.0 FT) SOUTHWEST OF
 MR0656'BENCH MARK X 126.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AB5693 ***********************************************************************
 AB5693  DESIGNATION -  OURAY
 AB5693  PID         -  AB5693
 AB5693  STATE/COUNTY-  UT/UINTAH
 AB5693  COUNTRY     -  US
 AB5693  USGS QUAD   -  RANDLETT (2017)
 AB5693
 AB5693                         *CURRENT SURVEY CONTROL
 AB5693  ______________________________________________________________________
 AB5693* NAD 83(1994) POSITION- 40 07 44.94947(N) 109 45 55.73301(W)   ADJUSTED
 AB5693* NAVD 88 ORTHO HEIGHT -  1568.8   (meters)     5147.    (feet) VERTCON3
 AB5693  ______________________________________________________________________
 AB5693  GEOID HEIGHT    -        -18.123 (meters)                     GEOID18
 AB5693  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 AB5693  HORZ ORDER      -  THIRD
 AB5693
 AB5693.The horizontal coordinates were established by classical geodetic methods
 AB5693.and adjusted by the National Geodetic Survey in November 1997.
 AB5693
 AB5693.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB5693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB5693
 AB5693.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5693.GEOID18 height accuracy estimate available here.
 AB5693
 AB5693.Click photographs - Photos may exist for this station.
 AB5693
 AB5693.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB5693
 AB5693. The following values were computed from the NAD 83(1994) position.
 AB5693
 AB5693;                    North         East     Units Scale Factor Converg.
 AB5693;SPC UT C     - 2,200,803.869   647,815.524   MT  0.99991197   +1 06 39.9
 AB5693;SPC UT C     - 7,220,470.69  2,125,374.76   sFT  0.99991197   +1 06 39.9
 AB5693;UTM  12      - 4,442,822.439   605,180.732   MT  0.99973619   +0 47 44.6
 AB5693
 AB5693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5693!SPC UT C     -   0.99975680  x   0.99991197  =   0.99966879
 AB5693!UTM  12      -   0.99975680  x   0.99973619  =   0.99949306
 AB5693
 AB5693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK0518042822(NAD 83)
 AB5693
 AB5693                          SUPERSEDED SURVEY CONTROL
 AB5693
 AB5693  NAD 83(1993)-  40 07 44.94562(N)    109 45 55.73110(W) AD(       ) 3
 AB5693  NAD 83(1986)-  40 07 44.92793(N)    109 45 55.72367(W) AD(       ) 3
 AB5693  NGVD 29 (07/31/96) 1567.6    (m)         5143.     (f) VERT ANG       
 AB5693
 AB5693.Superseded values are not recommended for survey control.
 AB5693
 AB5693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5693.See file dsdata.pdf to determine how the superseded data were derived.
 AB5693
 AB5693_MARKER: Z = SEE DESCRIPTION
 AB5693_SETTING: 0 = UNSPECIFIED SETTING
 AB5693
 AB5693  HISTORY     - Date     Condition        Report By
 AB5693  HISTORY     - 1913     MONUMENTED       USGS
 AB5693
 AB5693                          STATION DESCRIPTION
 AB5693
 AB5693'DESCRIBED BY US GEOLOGICAL SURVEY 1913
 AB5693'LOCATED ABOUT 7 MI. SE. OF RANDLETT, ABOUT 5.5 MI. NW. OF OURAY, ABOUT
 AB5693'2 MI. SW. OF DUCHESNE RIVER AT THE NE. EDGE OF A LARGE FLAT BENCH.
 AB5693'TO REACH FROM CROSSROADS AT SW. CORNER OF FORT DUCHESNE, GO S. ON
 AB5693'STATE HIGHWAY 88 FOR 3.75 MI. TO CROSSROAD WHERE HIGHWAY 88 TURNS E.,
 AB5693'CONTINUE STRAIGHT AHEAD (S.) ON GRADED RD. FOR 1.8 MI. TO BRIDGE OVER
 AB5693'DUCHESNE RIVER, CONTINUE ON GRADED RD. FOR 0.2 MI. TO FORK, TURN LEFT
 AB5693'ON TRACK RD. AND GO 0.6 MI. TO FORKS AT TOP OF SMALL RISE, AT THIS
 AB5693'POINT THERE ARE FOUR RDS. - TAKE THE SECOND FROM THE RIGHT (THE RIGHT
 AB5693'RD. GOES UP HILL) AND GO ON MAIN TRAVELED TRACK RD. (SE.) FOR 2.1 MI.
 AB5693'TO PROMINENT Y-FORK, TAKE LEFT FORK AND CONTINUE ON MAIN TRAVELED RD.
 AB5693'FOR 3.3 MI. TO ANOTHER Y-FORK, TAKE RIGHT FORK AND GO 0.5 MI. TO
 AB5693'PIPELINE RD. CROSSING, CROSS PIPELINE RD. AND CONTINUE ON TRACK RD.
 AB5693'FOR 2 MI. GOING UP ON TOP OF BLUFF AND STATION.
 AB5693'STATION MARK--A STANDARD TABLET STAMPED---OURAY 5151---.
 AB5693'(---OURAY---STAMPED ON TABLET IN 1963).
 AB5693'REFERENCE MARKS--NONE SET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0295 ***********************************************************************
 MS0295  DESIGNATION -  P 10
 MS0295  PID         -  MS0295
 MS0295  STATE/COUNTY-  UT/BOX ELDER
 MS0295  COUNTRY     -  US
 MS0295  USGS QUAD   -  RED DOME (2017)
 MS0295
 MS0295                         *CURRENT SURVEY CONTROL
 MS0295  ______________________________________________________________________
 MS0295* NAD 83(1986) POSITION- 41 33 18.     (N) 113 22 57.     (W)   SCALED
 MS0295* NAVD 88 ORTHO HEIGHT -  1401.441 (meters)     4597.89  (feet) ADJUSTED
 MS0295  ______________________________________________________________________
 MS0295  GEOID HEIGHT    -        -16.081 (meters)                     GEOID18
 MS0295  DYNAMIC HEIGHT  -       1400.467 (meters)     4594.70  (feet) COMP
 MS0295  MODELED GRAVITY -    979,879.1   (mgal)                       NAVD 88
 MS0295
 MS0295  VERT ORDER      -  FIRST     CLASS II
 MS0295
 MS0295.The horizontal coordinates were scaled from a map and have
 MS0295.an estimated accuracy of +/- 6 seconds.
 MS0295
 MS0295.The orthometric height was determined by differential leveling and
 MS0295.adjusted by the NATIONAL GEODETIC SURVEY
 MS0295.in June 1991.
 MS0295
 MS0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0295.GEOID18 height accuracy estimate available here.
 MS0295
 MS0295.Click photographs - Photos may exist for this station.
 MS0295
 MS0295.The dynamic height is computed by dividing the NAVD 88
 MS0295.geopotential number by the normal gravity value computed on the
 MS0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0295.degrees latitude (g = 980.6199 gals.).
 MS0295
 MS0295.The modeled gravity was interpolated from observed gravity values.
 MS0295
 MS0295;                    North         East    Units  Estimated Accuracy
 MS0295;SPC UT N     - 1,137,370.      342,970.      MT  (+/- 180 meters Scaled)
 MS0295
 MS0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM013031(NAD 83)
 MS0295
 MS0295                          SUPERSEDED SURVEY CONTROL
 MS0295
 MS0295  NGVD 29 (??/??/92) 1400.401  (m)         4594.48   (f) ADJ UNCH    1 2
 MS0295
 MS0295.Superseded values are not recommended for survey control.
 MS0295
 MS0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0295.See file dsdata.pdf to determine how the superseded data were derived.
 MS0295
 MS0295_MARKER: P = PIPE CAP
 MS0295_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MS0295_STAMPING: P 10 1911 ELEV. 4594.482 FT.
 MS0295_MARK LOGO: CGS
 MS0295_MAGNETIC: P = MARKER IS A STEEL PIPE
 MS0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0295
 MS0295  HISTORY     - Date     Condition        Report By
 MS0295  HISTORY     - 1911     MONUMENTED       CGS
 MS0295  HISTORY     - 1953     GOOD             CGS
 MS0295
 MS0295                          STATION DESCRIPTION
 MS0295
 MS0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0295'12.0 MI NE FROM WATERCRESS.
 MS0295'12.0 MILES NORTHEAST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0295'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0295'WATERCRESS, 0.4 MILE (17-3/4 POLES) EAST OF MILEPOLE 711, 278.0 FEET
 MS0295'WEST OF THE SOUTHWEST CORNER OF A 3- BY 3-FOOT WOODEN BOX CULVERT, 206
 MS0295'FEET SOUTHWEST OF AND ACROSS THE ROAD FROM TELEPHONE POLE 9B, 138 FEET
 MS0295'SOUTHEAST OF A TELEPHONE POLE MARKED BY THE WHITE PAINTED LETTERS BM,
 MS0295'1.1 FEET NORTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD,
 MS0295'AND SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.7 FOOT ABOVE
 MS0295'THE GROUND.  NOTE-- THE CAP IS STAMPED 4594.482 INSTEAD OF 4595.482.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0126 ***********************************************************************
 LO0126  DESIGNATION -  P 100
 LO0126  PID         -  LO0126
 LO0126  STATE/COUNTY-  UT/DUCHESNE
 LO0126  COUNTRY     -  US
 LO0126  USGS QUAD   -  HANNA (2017)
 LO0126
 LO0126                         *CURRENT SURVEY CONTROL
 LO0126  ______________________________________________________________________
 LO0126* NAD 83(1986) POSITION- 40 26 43.     (N) 110 49 04.     (W)   SCALED
 LO0126* NAVD 88 ORTHO HEIGHT -  2118.786 (meters)     6951.38  (feet) ADJUSTED
 LO0126  ______________________________________________________________________
 LO0126  GEOID HEIGHT    -        -14.491 (meters)                     GEOID18
 LO0126  DYNAMIC HEIGHT  -       2116.672 (meters)     6944.45  (feet) COMP
 LO0126  MODELED GRAVITY -    979,552.0   (mgal)                       NAVD 88
 LO0126
 LO0126  VERT ORDER      -  SECOND    CLASS 0
 LO0126
 LO0126.The horizontal coordinates were scaled from a map and have
 LO0126.an estimated accuracy of +/- 6 seconds.
 LO0126
 LO0126.The orthometric height was determined by differential leveling and
 LO0126.adjusted by the NATIONAL GEODETIC SURVEY
 LO0126.in June 1991.
 LO0126
 LO0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0126.GEOID18 height accuracy estimate available here.
 LO0126
 LO0126.Click photographs - Photos may exist for this station.
 LO0126
 LO0126.The dynamic height is computed by dividing the NAVD 88
 LO0126.geopotential number by the normal gravity value computed on the
 LO0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0126.degrees latitude (g = 980.6199 gals.).
 LO0126
 LO0126.The modeled gravity was interpolated from observed gravity values.
 LO0126
 LO0126;                    North         East    Units  Estimated Accuracy
 LO0126;SPC UT C     - 2,234,690.      557,870.      MT  (+/- 180 meters Scaled)
 LO0126
 LO0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK154771(NAD 83)
 LO0126
 LO0126                          SUPERSEDED SURVEY CONTROL
 LO0126
 LO0126  NGVD 29 (??/??/92) 2117.422  (m)         6946.91   (f) ADJ UNCH    2 0
 LO0126
 LO0126.Superseded values are not recommended for survey control.
 LO0126
 LO0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0126.See file dsdata.pdf to determine how the superseded data were derived.
 LO0126
 LO0126_MARKER: DB = BENCH MARK DISK
 LO0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0126_SP_SET: CULVERT
 LO0126_STAMPING: P 100 1962
 LO0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0126
 LO0126  HISTORY     - Date     Condition        Report By
 LO0126  HISTORY     - 1962     MONUMENTED       CGS
 LO0126
 LO0126                          STATION DESCRIPTION
 LO0126
 LO0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0126'9.7 MI NW FROM TABIONA.
 LO0126'9.7 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0126'TABIONA, IN THE TOP OF A 2- BY 5-FOOT OUTCROP WHICH PROJECTS ABOUT 0.6
 LO0126'FOOT ABOVE THE GROUND, ACROSS THE HIGHWAY FROM A HOUSE, 48 FEET EAST
 LO0126'OF THE CENTER LINE OF THE HIGHWAY, 38 FEET NORTHEAST OF THE EAST END
 LO0126'OF AN 18-INCH PIPE CULVERT, 18 FEET EAST OF A FENCE, 1.8 FEET EAST OF
 LO0126'A WITNESS POST, AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0109 ***********************************************************************
 LO0109  DESIGNATION -  P 101
 LO0109  PID         -  LO0109
 LO0109  STATE/COUNTY-  UT/DUCHESNE
 LO0109  COUNTRY     -  US
 LO0109  USGS QUAD   -  TABIONA (2017)
 LO0109
 LO0109                         *CURRENT SURVEY CONTROL
 LO0109  ______________________________________________________________________
 LO0109* NAD 83(1986) POSITION- 40 19 38.     (N) 110 39 54.     (W)   SCALED
 LO0109* NAVD 88 ORTHO HEIGHT -  1959.133 (meters)     6427.59  (feet) ADJUSTED
 LO0109  ______________________________________________________________________
 LO0109  GEOID HEIGHT    -        -15.792 (meters)                     GEOID18
 LO0109  DYNAMIC HEIGHT  -       1957.158 (meters)     6421.11  (feet) COMP
 LO0109  MODELED GRAVITY -    979,548.6   (mgal)                       NAVD 88
 LO0109
 LO0109  VERT ORDER      -  SECOND    CLASS 0
 LO0109
 LO0109.The horizontal coordinates were scaled from a map and have
 LO0109.an estimated accuracy of +/- 6 seconds.
 LO0109
 LO0109.The orthometric height was determined by differential leveling and
 LO0109.adjusted by the NATIONAL GEODETIC SURVEY
 LO0109.in June 1991.
 LO0109
 LO0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0109.GEOID18 height accuracy estimate available here.
 LO0109
 LO0109.Click photographs - Photos may exist for this station.
 LO0109
 LO0109.The dynamic height is computed by dividing the NAVD 88
 LO0109.geopotential number by the normal gravity value computed on the
 LO0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0109.degrees latitude (g = 980.6199 gals.).
 LO0109
 LO0109.The modeled gravity was interpolated from observed gravity values.
 LO0109
 LO0109;                    North         East    Units  Estimated Accuracy
 LO0109;SPC UT C     - 2,221,690.      570,960.      MT  (+/- 180 meters Scaled)
 LO0109
 LO0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK284641(NAD 83)
 LO0109
 LO0109                          SUPERSEDED SURVEY CONTROL
 LO0109
 LO0109  NGVD 29 (??/??/92) 1957.763  (m)         6423.09   (f) ADJ UNCH    2 0
 LO0109
 LO0109.Superseded values are not recommended for survey control.
 LO0109
 LO0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0109.See file dsdata.pdf to determine how the superseded data were derived.
 LO0109
 LO0109_MARKER: DB = BENCH MARK DISK
 LO0109_SETTING: 66 = SET IN ROCK OUTCROP
 LO0109_STAMPING: P 101 1962
 LO0109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0109+STABILITY: POSITION/ELEVATION WELL
 LO0109
 LO0109  HISTORY     - Date     Condition        Report By
 LO0109  HISTORY     - 1962     MONUMENTED       CGS
 LO0109
 LO0109                          STATION DESCRIPTION
 LO0109
 LO0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0109'3.35 MI SE FROM TABIONA.
 LO0109'3.35 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0109'TABIONA, SET VERTICALLY IN THE SOUTH FACE OF A LARGE SANDSTONE OUTCROP
 LO0109'WHICH PROJECTS ABOUT 12 FEET ABOVE THE GROUND, 29 FEET NORTH EAST OF
 LO0109'THE CENTER LINE OF THE HIGHWAY, 73 FEET NORTHWEST OF A TELEPHONE POLE,
 LO0109'ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY, AND 2.0 FEET ABOVE THE
 LO0109'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0250 ***********************************************************************
 LN0250  DESIGNATION -  P 102
 LN0250  PID         -  LN0250
 LN0250  STATE/COUNTY-  UT/DAGGETT
 LN0250  COUNTRY     -  US
 LN0250  USGS QUAD   -  GOSLIN MOUNTAIN (2017)
 LN0250
 LN0250                         *CURRENT SURVEY CONTROL
 LN0250  ______________________________________________________________________
 LN0250* NAD 83(1986) POSITION- 40 59 41.     (N) 109 20 11.     (W)   SCALED
 LN0250* NAVD 88 ORTHO HEIGHT -  2079.583 (meters)     6822.77  (feet) ADJUSTED
 LN0250  ______________________________________________________________________
 LN0250  GEOID HEIGHT    -        -14.122 (meters)                     GEOID18
 LN0250  DYNAMIC HEIGHT  -       2077.681 (meters)     6816.53  (feet) COMP
 LN0250  MODELED GRAVITY -    979,634.8   (mgal)                       NAVD 88
 LN0250
 LN0250  VERT ORDER      -  SECOND    CLASS 0
 LN0250
 LN0250.The horizontal coordinates were scaled from a map and have
 LN0250.an estimated accuracy of +/- 6 seconds.
 LN0250
 LN0250.The orthometric height was determined by differential leveling and
 LN0250.adjusted by the NATIONAL GEODETIC SURVEY
 LN0250.in June 1991.
 LN0250
 LN0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0250.GEOID18 height accuracy estimate available here.
 LN0250
 LN0250.Click photographs - Photos may exist for this station.
 LN0250
 LN0250.The dynamic height is computed by dividing the NAVD 88
 LN0250.geopotential number by the normal gravity value computed on the
 LN0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0250.degrees latitude (g = 980.6199 gals.).
 LN0250
 LN0250.The modeled gravity was interpolated from observed gravity values.
 LN0250
 LN0250;                    North         East    Units  Estimated Accuracy
 LN0250;SPC UT N     - 1,075,710.      682,030.      MT  (+/- 180 meters Scaled)
 LN0250
 LN0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL399395(NAD 83)
 LN0250
 LN0250                          SUPERSEDED SURVEY CONTROL
 LN0250
 LN0250  NGVD 29 (??/??/92) 2078.280  (m)         6818.49   (f) ADJ UNCH    2 0
 LN0250
 LN0250.Superseded values are not recommended for survey control.
 LN0250
 LN0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0250.See file dsdata.pdf to determine how the superseded data were derived.
 LN0250
 LN0250_MARKER: DB = BENCH MARK DISK
 LN0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0250_STAMPING: P 102 1962
 LN0250_MARK LOGO: CGS
 LN0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0250+STABILITY: SURFACE MOTION
 LN0250
 LN0250  HISTORY     - Date     Condition        Report By
 LN0250  HISTORY     - 1962     MONUMENTED       CGS
 LN0250
 LN0250                          STATION DESCRIPTION
 LN0250
 LN0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0250'19.1 MI E FROM LINWOOD.
 LN0250'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0250'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 14.1 MILES
 LN0250'NORTHEAST ALONG CLAY BASIN ROAD, 64 FEET SOUTHWEST OF THE CENTER OF
 LN0250'THE JUNCTION OF A TRACK ROAD SOUTH, 36 FEET SOUTH OF THE CENTER LINE
 LN0250'OF THE ROAD, 50 FEET WEST OF THE CENTER LINE OF THE TRACK ROAD, 2.3
 LN0250'FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND
 LN0250'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 LN0250'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0044 ***********************************************************************
 LO0044  DESIGNATION -  P 103
 LO0044  PID         -  LO0044
 LO0044  STATE/COUNTY-  UT/DUCHESNE
 LO0044  COUNTRY     -  US
 LO0044  USGS QUAD   -  DUCHESNE (2017)
 LO0044
 LO0044                         *CURRENT SURVEY CONTROL
 LO0044  ______________________________________________________________________
 LO0044* NAD 83(1986) POSITION- 40 10 06.     (N) 110 24 06.     (W)   SCALED
 LO0044* NAVD 88 ORTHO HEIGHT -  1683.897 (meters)     5524.59  (feet) ADJUSTED
 LO0044  ______________________________________________________________________
 LO0044  GEOID HEIGHT    -        -17.178 (meters)                     GEOID18
 LO0044  DYNAMIC HEIGHT  -       1682.267 (meters)     5519.24  (feet) COMP
 LO0044  MODELED GRAVITY -    979,599.0   (mgal)                       NAVD 88
 LO0044
 LO0044  VERT ORDER      -  SECOND    CLASS 0
 LO0044
 LO0044.The horizontal coordinates were scaled from a map and have
 LO0044.an estimated accuracy of +/- 6 seconds.
 LO0044
 LO0044.The orthometric height was determined by differential leveling and
 LO0044.adjusted by the NATIONAL GEODETIC SURVEY
 LO0044.in June 1991.
 LO0044
 LO0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0044.GEOID18 height accuracy estimate available here.
 LO0044
 LO0044.Click photographs - Photos may exist for this station.
 LO0044
 LO0044.The dynamic height is computed by dividing the NAVD 88
 LO0044.geopotential number by the normal gravity value computed on the
 LO0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0044.degrees latitude (g = 980.6199 gals.).
 LO0044
 LO0044.The modeled gravity was interpolated from observed gravity values.
 LO0044
 LO0044;                    North         East    Units  Estimated Accuracy
 LO0044;SPC UT C     - 2,204,300.      593,550.      MT  (+/- 180 meters Scaled)
 LO0044
 LO0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK509466(NAD 83)
 LO0044
 LO0044                          SUPERSEDED SURVEY CONTROL
 LO0044
 LO0044  NGVD 29 (??/??/92) 1682.601  (m)         5520.33   (f) ADJ UNCH    2 0
 LO0044
 LO0044.Superseded values are not recommended for survey control.
 LO0044
 LO0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0044.See file dsdata.pdf to determine how the superseded data were derived.
 LO0044
 LO0044_MARKER: DB = BENCH MARK DISK
 LO0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0044_SP_SET: FOUNDATION
 LO0044_STAMPING: P 103 1962
 LO0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0044
 LO0044  HISTORY     - Date     Condition        Report By
 LO0044  HISTORY     - 1962     MONUMENTED       CGS
 LO0044
 LO0044                          STATION DESCRIPTION
 LO0044
 LO0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0044'0.35 MI N FROM DUCHESNE.
 LO0044'0.35 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0044'HIGHWAY 40 AT DUCHESNE, 69 FEET WEST OF THE CENTER LINE OF THE
 LO0044'HIGHWAY, SET VERTICALLY IN THE EAST FACE OF THE CONCRETE FOUNDATION OF
 LO0044'POWER SUBSTATION, 145 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 LO0044'CONCRETE BRIDGE OVER THE DUCHESNE RIVER, 0.4 FOOT NORTH OF THE
 LO0044'SOUTHEAST CORNER OF THE BUILDING, AND ABOUT 3 FEET LOWER THAN THE
 LO0044'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0451 ***********************************************************************
 LO0451  DESIGNATION -  P 104
 LO0451  PID         -  LO0451
 LO0451  STATE/COUNTY-  UT/WASATCH
 LO0451  COUNTRY     -  US
 LO0451  USGS QUAD   -  WOLF CREEK SUMMIT (2017)
 LO0451
 LO0451                         *CURRENT SURVEY CONTROL
 LO0451  ______________________________________________________________________
 LO0451* NAD 83(1986) POSITION- 40 29 06.     (N) 111 01 12.     (W)   SCALED
 LO0451* NAVD 88 ORTHO HEIGHT -  2863.408 (meters)     9394.36  (feet) ADJUSTED
 LO0451  ______________________________________________________________________
 LO0451  GEOID HEIGHT    -        -14.199 (meters)                     GEOID18
 LO0451  DYNAMIC HEIGHT  -       2860.376 (meters)     9384.42  (feet) COMP
 LO0451  MODELED GRAVITY -    979,460.0   (mgal)                       NAVD 88
 LO0451
 LO0451  VERT ORDER      -  SECOND    CLASS 0
 LO0451
 LO0451.The horizontal coordinates were scaled from a map and have
 LO0451.an estimated accuracy of +/- 6 seconds.
 LO0451
 LO0451.The orthometric height was determined by differential leveling and
 LO0451.adjusted by the NATIONAL GEODETIC SURVEY
 LO0451.in June 1991.
 LO0451
 LO0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0451.GEOID18 height accuracy estimate available here.
 LO0451
 LO0451.Click photographs - Photos may exist for this station.
 LO0451
 LO0451.The dynamic height is computed by dividing the NAVD 88
 LO0451.geopotential number by the normal gravity value computed on the
 LO0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0451.degrees latitude (g = 980.6199 gals.).
 LO0451
 LO0451.The modeled gravity was interpolated from observed gravity values.
 LO0451
 LO0451;                    North         East    Units  Estimated Accuracy
 LO0451;SPC UT C     - 2,238,990.      540,700.      MT  (+/- 180 meters Scaled)
 LO0451
 LO0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK983815(NAD 83)
 LO0451
 LO0451                          SUPERSEDED SURVEY CONTROL
 LO0451
 LO0451  NGVD 29 (??/??/92) 2861.983  (m)         9389.69   (f) ADJ UNCH    2 0
 LO0451
 LO0451.Superseded values are not recommended for survey control.
 LO0451
 LO0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0451.See file dsdata.pdf to determine how the superseded data were derived.
 LO0451
 LO0451_MARKER: DB = BENCH MARK DISK
 LO0451_SETTING: 80 = SET IN A BOULDER
 LO0451_STAMPING: P 104 1962
 LO0451_MARK LOGO: CGS
 LO0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0451+STABILITY: SURFACE MOTION
 LO0451
 LO0451  HISTORY     - Date     Condition        Report By
 LO0451  HISTORY     - 1962     MONUMENTED       CGS
 LO0451
 LO0451                          STATION DESCRIPTION
 LO0451
 LO0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0451'23.5 MI NW FROM TABIONA.
 LO0451'23.5 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0451'TABIONA, 21.45 MILES SOUTHEAST OF FRANCIS, IN THE TOP OF A 3- BY
 LO0451'5-FOOT BOULDER WHICH IS ABOUT FLUSH WITH THE GROUND, 27 FEET
 LO0451'SOUTH-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.4 FEET NORTH OF A
 LO0451'WITNESS POST, AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0265 ***********************************************************************
 LO0265  DESIGNATION -  P 105
 LO0265  PID         -  LO0265
 LO0265  STATE/COUNTY-  UT/WASATCH
 LO0265  COUNTRY     -  US
 LO0265  USGS QUAD   -  SOAPSTONE BASIN (2017)
 LO0265
 LO0265                         *CURRENT SURVEY CONTROL
 LO0265  ______________________________________________________________________
 LO0265* NAD 83(1986) POSITION- 40 31 06.     (N) 111 02 49.     (W)   SCALED
 LO0265* NAVD 88 ORTHO HEIGHT -  2543.151 (meters)     8343.65  (feet) ADJUSTED
 LO0265  ______________________________________________________________________
 LO0265  GEOID HEIGHT    -        -14.109 (meters)                     GEOID18
 LO0265  DYNAMIC HEIGHT  -       2540.489 (meters)     8334.92  (feet) COMP
 LO0265  MODELED GRAVITY -    979,485.6   (mgal)                       NAVD 88
 LO0265
 LO0265  VERT ORDER      -  SECOND    CLASS 0
 LO0265
 LO0265.The horizontal coordinates were scaled from a map and have
 LO0265.an estimated accuracy of +/- 6 seconds.
 LO0265
 LO0265.The orthometric height was determined by differential leveling and
 LO0265.adjusted by the NATIONAL GEODETIC SURVEY
 LO0265.in June 1991.
 LO0265
 LO0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0265.GEOID18 height accuracy estimate available here.
 LO0265
 LO0265.Click photographs - Photos may exist for this station.
 LO0265
 LO0265.The dynamic height is computed by dividing the NAVD 88
 LO0265.geopotential number by the normal gravity value computed on the
 LO0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0265.degrees latitude (g = 980.6199 gals.).
 LO0265
 LO0265.The modeled gravity was interpolated from observed gravity values.
 LO0265
 LO0265;                    North         East    Units  Estimated Accuracy
 LO0265;SPC UT C     - 2,242,680.      538,390.      MT  (+/- 180 meters Scaled)
 LO0265
 LO0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK960852(NAD 83)
 LO0265
 LO0265                          SUPERSEDED SURVEY CONTROL
 LO0265
 LO0265  NGVD 29 (??/??/92) 2541.705  (m)         8338.91   (f) ADJ UNCH    2 0
 LO0265
 LO0265.Superseded values are not recommended for survey control.
 LO0265
 LO0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0265.See file dsdata.pdf to determine how the superseded data were derived.
 LO0265
 LO0265_MARKER: DB = BENCH MARK DISK
 LO0265_SETTING: 80 = SET IN A BOULDER
 LO0265_STAMPING: P 105 1962
 LO0265_MARK LOGO: CGS
 LO0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0265+STABILITY: SURFACE MOTION
 LO0265
 LO0265  HISTORY     - Date     Condition        Report By
 LO0265  HISTORY     - 1962     MONUMENTED       CGS
 LO0265
 LO0265                          STATION DESCRIPTION
 LO0265
 LO0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0265'17.15 MI SE FROM FRANCIS.
 LO0265'17.15 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0265'HIGHWAY 189 AT FRANCIS, 0.05 MILE SOUTH OF THE JUNCTION OF A DIRT ROAD
 LO0265'NORTH TO SILVER MEADOWS AND SOAPSTONE, SET VERTICALLY IN THE WEST FACE
 LO0265'OF A 2 1/2- BY 3 1/2-FOOT BOULDER, 12 FEET EAST OF THE CENTER LINE OF
 LO0265'THE HIGHWAY, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND 1 FOOT ABOVE
 LO0265'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0300 ***********************************************************************
 LO0300  DESIGNATION -  P 106
 LO0300  PID         -  LO0300
 LO0300  STATE/COUNTY-  UT/SUMMIT
 LO0300  COUNTRY     -  US
 LO0300  USGS QUAD   -  KAMAS (2017)
 LO0300
 LO0300                         *CURRENT SURVEY CONTROL
 LO0300  ______________________________________________________________________
 LO0300* NAD 83(1986) POSITION- 40 43 34.     (N) 111 20 00.     (W)   SCALED
 LO0300* NAVD 88 ORTHO HEIGHT -  1908.020 (meters)     6259.90  (feet) ADJUSTED
 LO0300  ______________________________________________________________________
 LO0300  GEOID HEIGHT    -        -15.333 (meters)                     GEOID18
 LO0300  DYNAMIC HEIGHT  -       1906.251 (meters)     6254.09  (feet) COMP
 LO0300  MODELED GRAVITY -    979,630.0   (mgal)                       NAVD 88
 LO0300
 LO0300  VERT ORDER      -  SECOND    CLASS 0
 LO0300
 LO0300.The horizontal coordinates were scaled from a map and have
 LO0300.an estimated accuracy of +/- 6 seconds.
 LO0300
 LO0300.The orthometric height was determined by differential leveling and
 LO0300.adjusted by the NATIONAL GEODETIC SURVEY
 LO0300.in June 1991.
 LO0300
 LO0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0300.GEOID18 height accuracy estimate available here.
 LO0300
 LO0300.Click photographs - Photos may exist for this station.
 LO0300
 LO0300.The dynamic height is computed by dividing the NAVD 88
 LO0300.geopotential number by the normal gravity value computed on the
 LO0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0300.degrees latitude (g = 980.6199 gals.).
 LO0300
 LO0300.The modeled gravity was interpolated from observed gravity values.
 LO0300
 LO0300;                    North         East    Units  Estimated Accuracy
 LO0300;SPC UT N     - 1,043,630.      514,080.      MT  (+/- 180 meters Scaled)
 LO0300
 LO0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL718084(NAD 83)
 LO0300
 LO0300                          SUPERSEDED SURVEY CONTROL
 LO0300
 LO0300  NGVD 29 (??/??/92) 1906.745  (m)         6255.71   (f) ADJ UNCH    2 0
 LO0300
 LO0300.Superseded values are not recommended for survey control.
 LO0300
 LO0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0300.See file dsdata.pdf to determine how the superseded data were derived.
 LO0300
 LO0300_MARKER: DB = BENCH MARK DISK
 LO0300_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LO0300_SP_SET: CATTLE GUARD
 LO0300_STAMPING: P 106 1962
 LO0300_MARK LOGO: CGS
 LO0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0300
 LO0300  HISTORY     - Date     Condition        Report By
 LO0300  HISTORY     - 1962     MONUMENTED       CGS
 LO0300
 LO0300                          STATION DESCRIPTION
 LO0300
 LO0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0300'7.9 MI N FROM KAMAS.
 LO0300'7.9 MILES NORTH ALONG U.S. HIGHWAY 189 FROM THE POST OFFICE AT KAMAS,
 LO0300'IN THE TOP OF THE NORTHEAST END OF THE NORTHEAST WINGWALL OF A WOODEN
 LO0300'CATTLEGUARD UNDER A PRIVATE DRIVEWAY LEADING TO A BRICK HOUSE, 31 FEET
 LO0300'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 10 FEET EAST OF THE CENTER
 LO0300'LINE OF THE DRIVEWAY, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND LEVEL
 LO0300'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0230 ***********************************************************************
 LO0230  DESIGNATION -  P 107
 LO0230  PID         -  LO0230
 LO0230  STATE/COUNTY-  UT/WASATCH
 LO0230  COUNTRY     -  US
 LO0230  USGS QUAD   -  HEBER CITY (2017)
 LO0230
 LO0230                         *CURRENT SURVEY CONTROL
 LO0230  ______________________________________________________________________
 LO0230* NAD 83(1986) POSITION- 40 36 26.     (N) 111 24 40.     (W)   SCALED
 LO0230* NAVD 88 ORTHO HEIGHT -  1814.029 (meters)     5951.53  (feet) ADJUSTED
 LO0230  ______________________________________________________________________
 LO0230  GEOID HEIGHT    -        -15.534 (meters)                     GEOID18
 LO0230  DYNAMIC HEIGHT  -       1812.365 (meters)     5946.07  (feet) COMP
 LO0230  MODELED GRAVITY -    979,643.3   (mgal)                       NAVD 88
 LO0230
 LO0230  VERT ORDER      -  SECOND    CLASS 0
 LO0230
 LO0230.The horizontal coordinates were scaled from a map and have
 LO0230.an estimated accuracy of +/- 6 seconds.
 LO0230
 LO0230.The orthometric height was determined by differential leveling and
 LO0230.adjusted by the NATIONAL GEODETIC SURVEY
 LO0230.in June 1991.
 LO0230
 LO0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0230.GEOID18 height accuracy estimate available here.
 LO0230
 LO0230.Click photographs - Photos may exist for this station.
 LO0230
 LO0230.The dynamic height is computed by dividing the NAVD 88
 LO0230.geopotential number by the normal gravity value computed on the
 LO0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0230.degrees latitude (g = 980.6199 gals.).
 LO0230
 LO0230.The modeled gravity was interpolated from observed gravity values.
 LO0230
 LO0230;                    North         East    Units  Estimated Accuracy
 LO0230;SPC UT C     - 2,252,460.      507,520.      MT  (+/- 180 meters Scaled)
 LO0230
 LO0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK652952(NAD 83)
 LO0230
 LO0230                          SUPERSEDED SURVEY CONTROL
 LO0230
 LO0230  NGVD 29 (??/??/92) 1812.806  (m)         5947.51   (f) ADJ UNCH    2 0
 LO0230
 LO0230.Superseded values are not recommended for survey control.
 LO0230
 LO0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0230.See file dsdata.pdf to determine how the superseded data were derived.
 LO0230
 LO0230_MARKER: DB = BENCH MARK DISK
 LO0230_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0230_SP_SET: CULVERT HEADWALL
 LO0230_STAMPING: P 107 1962
 LO0230_MARK LOGO: CGS
 LO0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0230+STABILITY: SURFACE MOTION
 LO0230
 LO0230  HISTORY     - Date     Condition        Report By
 LO0230  HISTORY     - 1962     MONUMENTED       CGS
 LO0230  HISTORY     - 20141026 MARK NOT FOUND   GEOCAC
 LO0230
 LO0230                          STATION DESCRIPTION
 LO0230
 LO0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0230'7.65 MI N FROM HEBER.
 LO0230'7.65 MILES NORTH ALONG U.S. HIGHWAY 189 FROM THE POST OFFICE AT HEBER,
 LO0230'AT HAILSTONE JUNCTION, AT THE JUNCTION OF U.S. HIGHWAY 189 ALTERNATE,
 LO0230'68 FEET NORTH-NORTHWEST OF THE CENTER OF THE JUNCTION, 51 FEET
 LO0230'NORTHWEST OF THE CENTER LINE OF HIGHWAY 189, 17 FEET NORTHEAST OF THE
 LO0230'CENTER LINE OF A PAVED ROAD, IN THE TOP OF THE SOUTHEAST END OF THE
 LO0230'NORTHEAST CONCRETE HEAD WALL OF A CONCRETE BOX CULVERT, AND ABOUT
 LO0230'LEVEL WITH THE HIGHWAY.  NOTE-- THIS MARK MAY ALSO BE REACHED BY GOING
 LO0230'7.45 MILES WEST ALONG U.S. HIGHWAY 189 ALTERNATE FROM THE JUNCTION OF
 LO0230'STATE HIGHWAY 35 AT FRANCIS.
 LO0230
 LO0230                          STATION RECOVERY (2014)
 LO0230
 LO0230'RECOVERY NOTE BY GEOCACHING 2014 (BRB)
 LO0230'MARK NOT FOUND.
 LO0230'THE MARK IS NOW SUBMERGED BENEATH THE WATERS OF JORDANELLE RESERVOIR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0113 ***********************************************************************
 JN0113  DESIGNATION -  P 11
 JN0113  PID         -  JN0113
 JN0113  STATE/COUNTY-  UT/EMERY
 JN0113  COUNTRY     -  US
 JN0113  USGS QUAD   -  OLD WOMAN WASH (2017)
 JN0113
 JN0113                         *CURRENT SURVEY CONTROL
 JN0113  ______________________________________________________________________
 JN0113* NAD 83(1986) POSITION- 38 43 06.     (N) 110 30 08.     (W)   SCALED
 JN0113* NAVD 88 ORTHO HEIGHT -  1441.463 (meters)     4729.20  (feet) ADJUSTED
 JN0113  ______________________________________________________________________
 JN0113  GEOID HEIGHT    -        -19.559 (meters)                     GEOID18
 JN0113  DYNAMIC HEIGHT  -       1440.038 (meters)     4724.52  (feet) COMP
 JN0113  MODELED GRAVITY -    979,589.5   (mgal)                       NAVD 88
 JN0113
 JN0113  VERT ORDER      -  FIRST     CLASS II
 JN0113
 JN0113.The horizontal coordinates were scaled from a map and have
 JN0113.an estimated accuracy of +/- 6 seconds.
 JN0113
 JN0113.The orthometric height was determined by differential leveling and
 JN0113.adjusted by the NATIONAL GEODETIC SURVEY
 JN0113.in June 1991.
 JN0113
 JN0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0113.GEOID18 height accuracy estimate available here.
 JN0113
 JN0113.Click photographs - Photos may exist for this station.
 JN0113
 JN0113.The dynamic height is computed by dividing the NAVD 88
 JN0113.geopotential number by the normal gravity value computed on the
 JN0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0113.degrees latitude (g = 980.6199 gals.).
 JN0113
 JN0113.The modeled gravity was interpolated from observed gravity values.
 JN0113
 JN0113;                    North         East    Units  Estimated Accuracy
 JN0113;SPC UT C     - 2,043,230.      586,780.      MT  (+/- 180 meters Scaled)
 JN0113
 JN0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH432856(NAD 83)
 JN0113
 JN0113                          SUPERSEDED SURVEY CONTROL
 JN0113
 JN0113  NGVD 29 (??/??/92) 1440.453  (m)         4725.89   (f) ADJ UNCH    1 2
 JN0113
 JN0113.Superseded values are not recommended for survey control.
 JN0113
 JN0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0113.See file dsdata.pdf to determine how the superseded data were derived.
 JN0113
 JN0113_MARKER: DB = BENCH MARK DISK
 JN0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0113_STAMPING: P 11 1921
 JN0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0113+STABILITY: SURFACE MOTION
 JN0113
 JN0113  HISTORY     - Date     Condition        Report By
 JN0113  HISTORY     - 1921     MONUMENTED       CGS
 JN0113
 JN0113                          STATION DESCRIPTION
 JN0113
 JN0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 JN0113'28 MI SW FROM GREEN RIVER.
 JN0113'28 MILES SOUTHWEST OF GREEN RIVER, EMERY COUNTY, 1-1/2 MILES NORTH OF
 JN0113'LOST SPRING, ON THE OLD HANKSVILLE ROAD, 1 MILE NORTH OF THE POINT
 JN0113'WHERE THE ROAD STARTS DOWN INTO LOST SPRING WASH, AT A POINT WHERE THE
 JN0113'ROAD IS 78 FEET EAST OF THE WASH, AND 36 FEET EAST OF THE ROAD. A
 JN0113'STANDARD DISK, STAMPED P 11 1921 AND SET IN THE TOP OF A CONCRETE
 JN0113'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0196 ***********************************************************************
 LP0196  DESIGNATION -  P 11
 LP0196  PID         -  LP0196
 LP0196  STATE/COUNTY-  UT/TOOELE
 LP0196  COUNTRY     -  US
 LP0196  USGS QUAD   -  CLIFTON (2017)
 LP0196
 LP0196                         *CURRENT SURVEY CONTROL
 LP0196  ______________________________________________________________________
 LP0196* NAD 83(1986) POSITION- 40 04 09.     (N) 113 50 16.     (W)   SCALED
 LP0196* NAVD 88 ORTHO HEIGHT -  1759.422 (meters)     5772.37  (feet) ADJUSTED
 LP0196  ______________________________________________________________________
 LP0196  GEOID HEIGHT    -        -18.864 (meters)                     GEOID18
 LP0196  DYNAMIC HEIGHT  -       1757.807 (meters)     5767.07  (feet) COMP
 LP0196  MODELED GRAVITY -    979,644.8   (mgal)                       NAVD 88
 LP0196
 LP0196  VERT ORDER      -  SECOND    CLASS 0
 LP0196
 LP0196.The horizontal coordinates were scaled from a map and have
 LP0196.an estimated accuracy of +/- 6 seconds.
 LP0196
 LP0196.The orthometric height was determined by differential leveling and
 LP0196.adjusted by the NATIONAL GEODETIC SURVEY
 LP0196.in June 1991.
 LP0196
 LP0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0196.GEOID18 height accuracy estimate available here.
 LP0196
 LP0196.Click photographs - Photos may exist for this station.
 LP0196
 LP0196.The dynamic height is computed by dividing the NAVD 88
 LP0196.geopotential number by the normal gravity value computed on the
 LP0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0196.degrees latitude (g = 980.6199 gals.).
 LP0196
 LP0196.The modeled gravity was interpolated from observed gravity values.
 LP0196
 LP0196;                    North         East    Units  Estimated Accuracy
 LP0196;SPC UT C     - 2,195,320.      300,610.      MT  (+/- 180 meters Scaled)
 LP0196
 LP0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK579392(NAD 83)
 LP0196
 LP0196                          SUPERSEDED SURVEY CONTROL
 LP0196
 LP0196  NGVD 29 (??/??/92) 1758.303  (m)         5768.70   (f) ADJ UNCH    2 0
 LP0196
 LP0196.Superseded values are not recommended for survey control.
 LP0196
 LP0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0196.See file dsdata.pdf to determine how the superseded data were derived.
 LP0196
 LP0196_MARKER: DD = SURVEY DISK
 LP0196_SETTING: 80 = SET IN A BOULDER
 LP0196_STAMPING: P 11 1924
 LP0196_MARK LOGO: CGS
 LP0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0196+STABILITY: SURFACE MOTION
 LP0196
 LP0196  HISTORY     - Date     Condition        Report By
 LP0196  HISTORY     - 1924     MONUMENTED       USGS
 LP0196  HISTORY     - 1934     GOOD             CGS
 LP0196
 LP0196                          STATION DESCRIPTION
 LP0196
 LP0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0196'7.6 MI S FROM GOLD HILL.
 LP0196'7.6 MILES SOUTH ALONG THE ROAD LEADING TO TROUT CREEK FROM THE DEEP
 LP0196'CREEK RAILROAD STATION AT GOLD HILL, 0.7 MILE EAST OF A ROAD FORK, 9
 LP0196'FEET NORTH OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A LONE 4-FOOT
 LP0196'BOULDER PROJECTING 2.3 FEET ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0038 ***********************************************************************
 JN0038  DESIGNATION -  P 111
 JN0038  PID         -  JN0038
 JN0038  STATE/COUNTY-  UT/WAYNE
 JN0038  COUNTRY     -  US
 JN0038  USGS QUAD   -  HANKSVILLE (2017)
 JN0038
 JN0038                         *CURRENT SURVEY CONTROL
 JN0038  ______________________________________________________________________
 JN0038* NAD 83(1986) POSITION- 38 20 42.     (N) 110 40 30.     (W)   SCALED
 JN0038* NAVD 88 ORTHO HEIGHT -  1378.002 (meters)     4520.99  (feet) ADJUSTED
 JN0038  ______________________________________________________________________
 JN0038  GEOID HEIGHT    -        -20.340 (meters)                     GEOID18
 JN0038  DYNAMIC HEIGHT  -       1376.584 (meters)     4516.34  (feet) COMP
 JN0038  MODELED GRAVITY -    979,552.8   (mgal)                       NAVD 88
 JN0038
 JN0038  VERT ORDER      -  FIRST     CLASS II
 JN0038
 JN0038.The horizontal coordinates were scaled from a map and have
 JN0038.an estimated accuracy of +/- 6 seconds.
 JN0038
 JN0038.The orthometric height was determined by differential leveling and
 JN0038.adjusted by the NATIONAL GEODETIC SURVEY
 JN0038.in June 1991.
 JN0038
 JN0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0038.GEOID18 height accuracy estimate available here.
 JN0038
 JN0038.Click photographs - Photos may exist for this station.
 JN0038
 JN0038.The dynamic height is computed by dividing the NAVD 88
 JN0038.geopotential number by the normal gravity value computed on the
 JN0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0038.degrees latitude (g = 980.6199 gals.).
 JN0038
 JN0038.The modeled gravity was interpolated from observed gravity values.
 JN0038
 JN0038;                    North         East    Units  Estimated Accuracy
 JN0038;SPC UT S     - 3,186,590.      572,120.      MT  (+/- 180 meters Scaled)
 JN0038
 JN0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH283441(NAD 83)
 JN0038
 JN0038                          SUPERSEDED SURVEY CONTROL
 JN0038
 JN0038  NGVD 29 (??/??/92) 1376.963  (m)         4517.59   (f) ADJ UNCH    1 2
 JN0038
 JN0038.Superseded values are not recommended for survey control.
 JN0038
 JN0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0038.See file dsdata.pdf to determine how the superseded data were derived.
 JN0038
 JN0038_MARKER: DB = BENCH MARK DISK
 JN0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0038_STAMPING: P 111 1958
 JN0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0038+STABILITY: SURFACE MOTION
 JN0038
 JN0038  HISTORY     - Date     Condition        Report By
 JN0038  HISTORY     - 1958     MONUMENTED       CGS
 JN0038
 JN0038                          STATION DESCRIPTION
 JN0038
 JN0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0038'3.1 MI SE FROM HANKSVILLE.
 JN0038'3.1 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE SCHOOL AT
 JN0038'HANKSVILLE, IN R11E T28S S25, 71 FEET NORTH OF THE CENTER OF THE
 JN0038'INTERSECTION OF A NORTHEAST-SOUTHWEST DIRT ROAD, 57 FEET NORTHEAST OF
 JN0038'THE CENTER LINE OF THE HIGHWAY, 28 FEET NORTHWEST OF THE CENTER LINE
 JN0038'OF THE ROAD NORTHEAST, 2.6 FEET SOUTHWEST OF A WINTESS POST, 2 FEET
 JN0038'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JN0038'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0042 ***********************************************************************
 JN0042  DESIGNATION -  P 112
 JN0042  PID         -  JN0042
 JN0042  STATE/COUNTY-  UT/WAYNE
 JN0042  COUNTRY     -  US
 JN0042  USGS QUAD   -  HANKSVILLE (2017)
 JN0042
 JN0042                         *CURRENT SURVEY CONTROL
 JN0042  ______________________________________________________________________
 JN0042* NAD 83(1986) POSITION- 38 17 48.     (N) 110 39 46.     (W)   SCALED
 JN0042* NAVD 88 ORTHO HEIGHT -  1396.751 (meters)     4582.51  (feet) ADJUSTED
 JN0042  ______________________________________________________________________
 JN0042  GEOID HEIGHT    -        -20.366 (meters)                     GEOID18
 JN0042  DYNAMIC HEIGHT  -       1395.310 (meters)     4577.78  (feet) COMP
 JN0042  MODELED GRAVITY -    979,549.2   (mgal)                       NAVD 88
 JN0042
 JN0042  VERT ORDER      -  FIRST     CLASS II
 JN0042
 JN0042.The horizontal coordinates were scaled from a map and have
 JN0042.an estimated accuracy of +/- 6 seconds.
 JN0042
 JN0042.The orthometric height was determined by differential leveling and
 JN0042.adjusted by the NATIONAL GEODETIC SURVEY
 JN0042.in June 1991.
 JN0042
 JN0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0042.GEOID18 height accuracy estimate available here.
 JN0042
 JN0042.Click photographs - Photos may exist for this station.
 JN0042
 JN0042.The dynamic height is computed by dividing the NAVD 88
 JN0042.geopotential number by the normal gravity value computed on the
 JN0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0042.degrees latitude (g = 980.6199 gals.).
 JN0042
 JN0042.The modeled gravity was interpolated from observed gravity values.
 JN0042
 JN0042;                    North         East    Units  Estimated Accuracy
 JN0042;SPC UT S     - 3,181,240.      573,240.      MT  (+/- 180 meters Scaled)
 JN0042
 JN0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH294387(NAD 83)
 JN0042
 JN0042                          SUPERSEDED SURVEY CONTROL
 JN0042
 JN0042  NGVD 29 (??/??/92) 1395.717  (m)         4579.11   (f) ADJ UNCH    1 2
 JN0042
 JN0042.Superseded values are not recommended for survey control.
 JN0042
 JN0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0042.See file dsdata.pdf to determine how the superseded data were derived.
 JN0042
 JN0042_MARKER: DB = BENCH MARK DISK
 JN0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0042_STAMPING: P 112 1958
 JN0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0042+STABILITY: SURFACE MOTION
 JN0042
 JN0042  HISTORY     - Date     Condition        Report By
 JN0042  HISTORY     - 1958     MONUMENTED       CGS
 JN0042
 JN0042                          STATION DESCRIPTION
 JN0042
 JN0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0042'6.95 MI SE FROM HANKSVILLE.
 JN0042'6.95 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE SCHOOL AT
 JN0042'HANKSVILLE, IN R11E T29S S12, 62 FEET NORTH OF THE CENTER OF THE Y
 JN0042'JUNCTION OF A TRACK ROAD SOUTHEAST, 42 FEET NORTHEAST OF THE CENTER
 JN0042'LINE OF THE HIGHWAY, 3.0 FEET SOUTHWEST OF A WITNESS POST, 1/2 FOOT
 JN0042'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JN0042'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0070 ***********************************************************************
 JN0070  DESIGNATION -  P 113
 JN0070  PID         -  JN0070
 JN0070  STATE/COUNTY-  UT/GARFIELD
 JN0070  COUNTRY     -  US
 JN0070  USGS QUAD   -  TURKEY KNOB (2017)
 JN0070
 JN0070                         *CURRENT SURVEY CONTROL
 JN0070  ______________________________________________________________________
 JN0070* NAD 83(1986) POSITION- 38 02 08.     (N) 110 35 19.     (W)   SCALED
 JN0070* NAVD 88 ORTHO HEIGHT -  1474.856 (meters)     4838.76  (feet) ADJUSTED
 JN0070  ______________________________________________________________________
 JN0070  GEOID HEIGHT    -        -20.390 (meters)                     GEOID18
 JN0070  DYNAMIC HEIGHT  -       1473.298 (meters)     4833.65  (feet) COMP
 JN0070  MODELED GRAVITY -    979,521.3   (mgal)                       NAVD 88
 JN0070
 JN0070  VERT ORDER      -  FIRST     CLASS II
 JN0070
 JN0070.The horizontal coordinates were scaled from a map and have
 JN0070.an estimated accuracy of +/- 6 seconds.
 JN0070
 JN0070.The orthometric height was determined by differential leveling and
 JN0070.adjusted by the NATIONAL GEODETIC SURVEY
 JN0070.in June 1991.
 JN0070
 JN0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0070.GEOID18 height accuracy estimate available here.
 JN0070
 JN0070.Click photographs - Photos may exist for this station.
 JN0070
 JN0070.The dynamic height is computed by dividing the NAVD 88
 JN0070.geopotential number by the normal gravity value computed on the
 JN0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0070.degrees latitude (g = 980.6199 gals.).
 JN0070
 JN0070.The modeled gravity was interpolated from observed gravity values.
 JN0070
 JN0070;                    North         East    Units  Estimated Accuracy
 JN0070;SPC UT S     - 3,152,320.      580,010.      MT  (+/- 180 meters Scaled)
 JN0070
 JN0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH361098(NAD 83)
 JN0070
 JN0070                          SUPERSEDED SURVEY CONTROL
 JN0070
 JN0070  NGVD 29 (??/??/92) 1473.834  (m)         4835.40   (f) ADJ UNCH    1 2
 JN0070
 JN0070.Superseded values are not recommended for survey control.
 JN0070
 JN0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0070.See file dsdata.pdf to determine how the superseded data were derived.
 JN0070
 JN0070_MARKER: DB = BENCH MARK DISK
 JN0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0070_STAMPING: P 113 1958
 JN0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0070+STABILITY: SURFACE MOTION
 JN0070
 JN0070  HISTORY     - Date     Condition        Report By
 JN0070  HISTORY     - 1958     MONUMENTED       CGS
 JN0070
 JN0070                          STATION DESCRIPTION
 JN0070
 JN0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0070'28.65 MI SE FROM HANKSVILLE.
 JN0070'ABOUT 28.65 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE
 JN0070'SCHOOL AT HANKSVILLE, IN R12E T32S S9, 63 FEET NORTHEAST OF THE CENTER
 JN0070'LINE OF THE HIGHWAY, 67 FEET NORTH OF THE CENTER OF THE INTERSECTION
 JN0070'OF A NORTHEAST-SOUTHWEST DIRT ROAD, 44 FEET NORTHWEST OF THE CENTER
 JN0070'LINE OF THE ROAD, 2.8 SOUTHWEST OF THE WITNESS POST, ABOUT 1 FOOT
 JN0070'HIGHER THAN THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 JN0070'INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0026 ***********************************************************************
 HN0026  DESIGNATION -  P 114
 HN0026  PID         -  HN0026
 HN0026  STATE/COUNTY-  UT/SAN JUAN
 HN0026  COUNTRY     -  US
 HN0026  USGS QUAD   -  HITE SOUTH (2017)
 HN0026
 HN0026                         *CURRENT SURVEY CONTROL
 HN0026  ______________________________________________________________________
 HN0026* NAD 83(1986) POSITION- 37 49 27.     (N) 110 22 49.     (W)   SCALED
 HN0026* NAVD 88 ORTHO HEIGHT -  1166.449 (meters)     3826.92  (feet) ADJUSTED
 HN0026  ______________________________________________________________________
 HN0026  GEOID HEIGHT    -        -21.182 (meters)                     GEOID18
 HN0026  DYNAMIC HEIGHT  -       1165.231 (meters)     3822.93  (feet) COMP
 HN0026  MODELED GRAVITY -    979,546.9   (mgal)                       NAVD 88
 HN0026
 HN0026  VERT ORDER      -  FIRST     CLASS II
 HN0026
 HN0026.The horizontal coordinates were scaled from a map and have
 HN0026.an estimated accuracy of +/- 6 seconds.
 HN0026
 HN0026.The orthometric height was determined by differential leveling and
 HN0026.adjusted by the NATIONAL GEODETIC SURVEY
 HN0026.in June 1991.
 HN0026
 HN0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0026.GEOID18 height accuracy estimate available here.
 HN0026
 HN0026.Click photographs - Photos may exist for this station.
 HN0026
 HN0026.The dynamic height is computed by dividing the NAVD 88
 HN0026.geopotential number by the normal gravity value computed on the
 HN0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0026.degrees latitude (g = 980.6199 gals.).
 HN0026
 HN0026.The modeled gravity was interpolated from observed gravity values.
 HN0026
 HN0026;                    North         East    Units  Estimated Accuracy
 HN0026;SPC UT S     - 3,129,050.      598,580.      MT  (+/- 180 meters Scaled)
 HN0026
 HN0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG545864(NAD 83)
 HN0026
 HN0026                          SUPERSEDED SURVEY CONTROL
 HN0026
 HN0026  NGVD 29 (??/??/92) 1165.478  (m)         3823.74   (f) ADJ UNCH    1 2
 HN0026
 HN0026.Superseded values are not recommended for survey control.
 HN0026
 HN0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0026.See file dsdata.pdf to determine how the superseded data were derived.
 HN0026
 HN0026_MARKER: DB = BENCH MARK DISK
 HN0026_SETTING: 66 = SET IN ROCK OUTCROP
 HN0026_STAMPING: P 114 1958
 HN0026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0026+STABILITY: POSITION/ELEVATION WELL
 HN0026
 HN0026  HISTORY     - Date     Condition        Report By
 HN0026  HISTORY     - 1958     MONUMENTED       CGS
 HN0026  HISTORY     - 1982     GOOD             USGS
 HN0026  HISTORY     - 1982     GOOD             USGS
 HN0026
 HN0026                          STATION DESCRIPTION
 HN0026
 HN0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0026'23.55 MI NW FROM FRY CANYON.
 HN0026'ABOUT 23.55 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST
 HN0026'OFFICE AT FRY CANYON, 75 FEET EAST OF THE CENTER OF THE CROSSING OF A
 HN0026'DEEP WASH, 54 FEET EAST OF THE NORTH END OF THE EAST ONE OF TWO
 HN0026'48-INCH PIPE CULVERTS, 18 FEET NORTH OF THE CENTER LINE OF THE
 HN0026'HIGHWAY, IN THE TOP OF THE SOUTHEAST CORNER OF A LONG FLAT TOPPED
 HN0026'SANDSTONE OUTCROP, 2 FEET EAST OF A CAIRN AND ABOUT 3 FEET HIGHER THAN
 HN0026'THE HIGHWAY.
 HN0026
 HN0026                          STATION RECOVERY (1982)
 HN0026
 HN0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0026'ABOUT 18.9 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST
 HN0026'OFFICE AT FRY CANYON TO JCT WITH A TRACK ROAD SOUTH (FARLEY CANYON
 HN0026'ROAD), THENCE 1.1 MILES ALONG FARLEY CANYON RD., 54 FEET EAST OF THE
 HN0026'NORTH AND OF THE EAST ONE OF TWO 48 INCH CULVERTS, 18 FEET NORTH OF
 HN0026'THE CENTER OF THE ROAD IN THE TOP OF THE SOUTHEAST CORNER OF A LONG
 HN0026'FLAT TOPPED SANDSTONE OUTCROP.
 HN0026
 HN0026                          STATION RECOVERY (1982)
 HN0026
 HN0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0026'ABOUT 18.9 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST
 HN0026'OFFICE AT FRY CANYON TO JCT WITH A TRACK ROAD SOUTH (FARLEY CANYON
 HN0026'ROAD), THENCE 1.1 MILES ALONG FARLEY CANYON RD., 54 FEET EAST OF THE
 HN0026'NORTH AND OF THE EAST ONE OF TWO 48 INCH CULVERTS, 18 FEET NORTH OF
 HN0026'THE CENTER OF THE ROAD IN THE TOP OF THE SOUTHEAST CORNER OF A LONG
 HN0026'FLAT TOPPED SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0053 ***********************************************************************
 HN0053  FBN         -  This is a Federal Base Network Control Station.
 HN0053  DESIGNATION -  P 115
 HN0053  PID         -  HN0053
 HN0053  STATE/COUNTY-  UT/SAN JUAN
 HN0053  COUNTRY     -  US
 HN0053  USGS QUAD   -  JACOBS CHAIR (2017)
 HN0053
 HN0053                         *CURRENT SURVEY CONTROL
 HN0053  ______________________________________________________________________
 HN0053* NAD 83(2011) POSITION- 37 38 54.51862(N) 110 10 04.38067(W)   ADJUSTED
 HN0053* NAD 83(2011) ELLIP HT-  1614.196 (meters)        (06/27/12)   ADJUSTED
 HN0053* NAD 83(2011) EPOCH   -  2010.00
 HN0053* NAVD 88 ORTHO HEIGHT -  1634.565 (meters)     5362.74  (feet) ADJUSTED
 HN0053  ______________________________________________________________________
 HN0053  GEOID HEIGHT    -        -20.378 (meters)                     GEOID18
 HN0053  NAD 83(2011) X  - -1,743,730.995 (meters)                     COMP
 HN0053  NAD 83(2011) Y  - -4,747,532.350 (meters)                     COMP
 HN0053  NAD 83(2011) Z  -  3,875,610.948 (meters)                     COMP
 HN0053  LAPLACE CORR    -          2.07  (seconds)                    DEFLEC18
 HN0053  DYNAMIC HEIGHT  -       1632.741 (meters)     5356.75  (feet) COMP
 HN0053  MODELED GRAVITY -    979,456.4   (mgal)                       NAVD 88
 HN0053
 HN0053  VERT ORDER      -  FIRST     CLASS II
 HN0053
 HN0053  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HN0053  Standards:
 HN0053         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HN0053            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HN0053  -------------------------------------------------------------------
 HN0053  NETWORK    0.38   0.92           0.17   0.14   0.47     -0.01467746
 HN0053  -------------------------------------------------------------------
 HN0053  Click here for local accuracies and other accuracy information.
 HN0053
 HN0053.The horizontal coordinates were established by GPS observations
 HN0053.and adjusted by the National Geodetic Survey in June 2012.
 HN0053
 HN0053.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HN0053.been affixed to the stable North American tectonic plate. See 
 HN0053.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HN0053
 HN0053.The horizontal coordinates are valid at the epoch date displayed above
 HN0053.which is a decimal equivalence of Year/Month/Day.
 HN0053
 HN0053.The orthometric height was determined by differential leveling and
 HN0053.adjusted by the NATIONAL GEODETIC SURVEY
 HN0053.in June 1991.
 HN0053
 HN0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0053.GEOID18 height accuracy estimate available here.
 HN0053
 HN0053.Click photographs - Photos may exist for this station.
 HN0053
 HN0053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HN0053
 HN0053.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0053
 HN0053.The ellipsoidal height was determined by GPS observations
 HN0053.and is referenced to NAD 83.
 HN0053
 HN0053.The dynamic height is computed by dividing the NAVD 88
 HN0053.geopotential number by the normal gravity value computed on the
 HN0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0053.degrees latitude (g = 980.6199 gals.).
 HN0053
 HN0053.The modeled gravity was interpolated from observed gravity values.
 HN0053
 HN0053. The following values were computed from the NAD 83(2011) position.
 HN0053
 HN0053;                    North         East     Units Scale Factor Converg.
 HN0053;SPC UT S     - 3,109,801.683   617,549.983   MT  0.99995408   +0 48 58.2
 HN0053;SPC UT S     -10,202,741.02  2,026,078.57   sFT  0.99995408   +0 48 58.2
 HN0053;UTM  12      - 4,167,139.626   573,405.616   MT  0.99966637   +0 30 29.9
 HN0053
 HN0053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0053!SPC UT S     -   0.99974676  x   0.99995408  =   0.99970086
 HN0053!UTM  12      -   0.99974676  x   0.99966637  =   0.99941322
 HN0053
 HN0053:                Primary Azimuth Mark                     Grid Az
 HN0053:SPC UT S     -  P 115 AZ MK                              146 02 53.5
 HN0053:UTM  12      -  P 115 AZ MK                              146 21 21.8
 HN0053
 HN0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG7340567139(NAD 83)
 HN0053
 HN0053|---------------------------------------------------------------------|
 HN0053| PID    Reference Object                     Distance      Geod. Az  |
 HN0053|                                                           dddmmss.s |
 HN0053| HN0834 FRY CANYON AIRSTRIP WINDSOCK         12.192 METERS 05056     |
 HN0053| CM6916 P 115 RM 2                           17.455 METERS 11212     |
 HN0053| CM6914 P 115 AZ MK                                        1465151.7 |
 HN0053| CM6915 P 115 RM 1                           15.478 METERS 35717     |
 HN0053|---------------------------------------------------------------------|
 HN0053
 HN0053                          SUPERSEDED SURVEY CONTROL
 HN0053
 HN0053  NAD 83(2007)-  37 38 54.51801(N)    110 10 04.38120(W) AD(2002.00) 0
 HN0053  ELLIP H (02/10/07) 1614.215  (m)                       GP(2002.00)    
 HN0053  ELLIP H (06/28/00) 1614.222  (m)                       GP(       ) 4 1
 HN0053  NAD 83(1994)-  37 38 54.51766(N)    110 10 04.38075(W) AD(       ) B
 HN0053  ELLIP H (04/21/95) 1614.296  (m)                       GP(       ) 4 1
 HN0053  NAD 83(1986)-  37 38 54.51063(N)    110 10 04.37970(W) AD(       ) 3
 HN0053  NAD 27      -  37 38 54.54244(N)    110 10 01.90344(W) AD(       ) 3
 HN0053  NAVD 88            1634.57   (m)         5362.8    (f) LEVELING    3  
 HN0053  NGVD 29 (??/??/92) 1633.549  (m)         5359.40   (f) ADJ UNCH    1 2
 HN0053  NGVD 29            1633.55   (m)         5359.4    (f) LEVELING    3  
 HN0053
 HN0053.Superseded values are not recommended for survey control.
 HN0053
 HN0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0053.See file dsdata.pdf to determine how the superseded data were derived.
 HN0053
 HN0053_MARKER: DB = BENCH MARK DISK
 HN0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0053_STAMPING: P 115 1958
 HN0053_MARK LOGO: CGS
 HN0053_MAGNETIC: N = NO MAGNETIC MATERIAL
 HN0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0053+STABILITY: SURFACE MOTION
 HN0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0053+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2012
 HN0053
 HN0053  HISTORY     - Date     Condition        Report By
 HN0053  HISTORY     - 1958     MONUMENTED       CGS
 HN0053  HISTORY     - 1963     GOOD             CGS
 HN0053  HISTORY     - 19931101 GOOD             NGS
 HN0053  HISTORY     - 19990208 GOOD             NGS
 HN0053  HISTORY     - 20030127 GOOD             NGS
 HN0053  HISTORY     - 20041115 GOOD             NGS
 HN0053  HISTORY     - 20120813 GOOD             NGS
 HN0053
 HN0053                          STATION DESCRIPTION
 HN0053
 HN0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0053'1.15 MI NW FROM FRY CANYON.
 HN0053'ABOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0053'AT FRY CANYON, AT FRY CANYON AIRSTRIP, 116 FEET NORTHEAST OF THE
 HN0053'CENTER LINE OF THE HIGHWAY, 0.3 MILE SOUTHEAST OF THE NORTHWEST END OF
 HN0053'THE LANDING STRIP, 129 FEET SOUTHWEST OF THE CENTER LINE OF THE STRIP,
 HN0053'40 FEET SOUTHWEST OF THE WINDSOCK, 2 FEET NORTHWEST OF A WITNESS POST
 HN0053'AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
 HN0053
 HN0053                          STATION RECOVERY (1963)
 HN0053
 HN0053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0053'STATION IS LOCATED ABOUT 18 MILES SOUTHEAST OF THE POST OFFICE
 HN0053'AND STORE AT HITE, 1.0 MILE NORTHWEST OF FRY CANYON POST OFFICE
 HN0053'AND STORE AND IT IS ON THE EAST SIDE OF UTAH STATE HIGHWAY 95.
 HN0053'
 HN0053'TO REACH THE STATION FROM THE POST OFFICE AND STORE AT FRY
 HN0053'CANYON, GO NORTHWEST ON UTAH STATE HIGHWAY 95 FOR 0.2 MILES
 HN0053'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTHWESTERLY ON
 HN0053'UTAH STATE HIGHWAY 95 FOR .95 MILES TO THE FRY CANYON AIRSTRIP
 HN0053'AND STATION ON THE RIGHT AS DESCRIBED BELOW.
 HN0053'
 HN0053'STATION MARK IS 133 FEET SOUTHWEST OF THE CENTER OF A DIRT
 HN0053'LANDING STRIP, 117 FEET EAST-SOUTHEAST OF THE CENTER OF UTAH
 HN0053'STATE HIGHWAY 95, 40.0 FEET SOUTHWEST OF A WINDSOCK AND 2.3
 HN0053'FEET WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 HN0053'BENCH MARK DISK CEMENTED IN THE TOP OF A CONCRETE CYLINDER.
 HN0053'IT IS STAMPED--P 115 1958 AND PROJECTS 6 INCHES ABOVE THE
 HN0053'GROUND SURFACE.
 HN0053'
 HN0053'REFERENCE MARK 1 IS 86 FEET SOUTH-SOUTHWEST OF THE CENTER OF
 HN0053'A DIRT LANDING STRIP, 42.1 FEET WEST OF A WINDSOCK.  IT IS A
 HN0053'STANDARD DISK BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE.
 HN0053'IT IS STAMPED--BM P 115 NO 1 1963 AND IT PROJECTS 3 INCHES.
 HN0053'
 HN0053'REFERENCE MARK 2 IS 149 FEET SOUTHEAST OF THE CENTER OF UTAH
 HN0053'STATE HIGHWAY 95 AND 52 FEET SOUTH OF A WINDSOCK.  IT IS A
 HN0053'STANDARD DISK BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE.
 HN0053'IT IS STAMPED--BM P 115 NO 2 1963 AND IT PROJECTS 3 INCHES.
 HN0053'
 HN0053'AZIMUTH MARK IS 63.4 FEET NORTHEAST OF THE CENTER OF UTAH
 HN0053'STATE HIGHWAY 95 AND IT IS IN THE CENTER OF A SMALL NATURAL
 HN0053'CLEARING.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 HN0053'IN OUTCROPPING BEDROCK.  IT IS STAMPED--BM P 115 1963 AND IT
 HN0053'IS SET FLUSH WITH THE ROCK SURFACE.
 HN0053
 HN0053                          STATION RECOVERY (1993)
 HN0053
 HN0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 HN0053'STATION IS LOCATED ABOUT 65 KM (40.40 MI) WEST OF BLANDING, 30 KM
 HN0053'(18.65 MI) SOUTHEAST OF HITES CROSSING (BRIDGE OVER THE COLORADO RIVER
 HN0053'IN THE GLEN CANYON NATIONAL RECREATION AREA), 1.8 KM (1.10 MI)
 HN0053'NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 95 AND THE DIRT ROAD
 HN0053'LEADING TO FRY CANYON, ALONG HIGHWAY 95, AT MILE 70.5, BETWEEN THE
 HN0053'HIGHWAY AND AN OLD DIRT LANDING STRIP, ADJACENT TO A WINDSOCK POLE, IN
 HN0053'THE NORTHWEST 1/4 OF SECTION 21, T 36 S, R 16 E.  0WNERSHIP--US BUREAU
 HN0053'OF LAND MANAGEMENT. TO REACH FROM THE JUNCTION OF US HIGHWAY 191 AND
 HN0053'STATE HIGHWAY 95 (ABOUT 6 KM (3.70 MI) SOUTH OF BLANDING), GO WEST ON
 HN0053'HIGHWAY 95 FOR 61.07 KM (37.95 MI) TO ITS JUNCTION WITH STATE HIGHWAY
 HN0053'276 ON THE LEFT.  CONTINUE AHEAD FOR 19.54 KM (12.15 MI) TO A ROAD
 HN0053'LEFT LEADING TO FRY CANYON (AT THE FRY CANYON MOTEL).  CONTINUE AHEAD
 HN0053'FOR 1.81 KM (1.10 MI) TO THE STATION ON THE RIGHT. STATION MARK IS A
 HN0053'DISK SET IN THE TOP OF A 25-CM ROUND CONCRETE POST PROJECTING 15 CM
 HN0053'ABOVE GROUND IN SCRUB BRUSH.  IT IS 61.5 M (201.8 FT) NORTHEAST OF AND
 HN0053'2 M (6.6 FT) LOWER THAN THE HIGHWAY CENTER, 0.6 M (2.0 FT) NORTHWEST
 HN0053'OF A METAL WITNESS POST, 12.1 M (39.7 FT) WEST-SOUTHWEST OF THE OLD
 HN0053'WINDSOCK POLE, AND 16 M (52.5 FT) SOUTHWEST OF A DITCH ALONGSIDE OLD
 HN0053'RUNWAY. DESCRIBED BY G.R.HEID
 HN0053
 HN0053                          STATION RECOVERY (1999)
 HN0053
 HN0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 HN0053'RECOVERED AS DESCRIBED.
 HN0053
 HN0053                          STATION RECOVERY (2003)
 HN0053
 HN0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 HN0053'1993 DESCRIPTION IS VALID.  STATION IS 0.1 MI N60W ALONG ROAD FROM
 HN0053'JUNCTION WITH SAN JUAN COUNTY ROAD 2141 AND 0.2 MI N60W ALONG RUNWAY
 HN0053'FROM CROSSING OF CR 2141.  THRE IS NO SOCK ON WINDSOCK.  THIS IS
 HN0053'GRAVITY BASE STATION 'FRY CANYON,' DOD 4629-1, IGB 12070 .  WITNESS
 HN0053'POST IS MISSING SIGN.
 HN0053
 HN0053                          STATION RECOVERY (2004)
 HN0053
 HN0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DHM)
 HN0053'RECOVERED AS DESCRIBED
 HN0053
 HN0053                          STATION RECOVERY (2012)
 HN0053
 HN0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2012 (DW)
 HN0053'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0279 ***********************************************************************
 HM0279  DESIGNATION -  P 116
 HM0279  PID         -  HM0279
 HM0279  STATE/COUNTY-  UT/SAN JUAN
 HM0279  COUNTRY     -  US
 HM0279  USGS QUAD   -  SOUTH LONG POINT (2017)
 HM0279
 HM0279                         *CURRENT SURVEY CONTROL
 HM0279  ______________________________________________________________________
 HM0279* NAD 83(1986) POSITION- 37 33 56.     (N) 109 52 15.     (W)   SCALED
 HM0279* NAVD 88 ORTHO HEIGHT -  2078.029 (meters)     6817.67  (feet) ADJUSTED
 HM0279  ______________________________________________________________________
 HM0279  GEOID HEIGHT    -        -19.568 (meters)                     GEOID18
 HM0279  DYNAMIC HEIGHT  -       2075.543 (meters)     6809.51  (feet) COMP
 HM0279  MODELED GRAVITY -    979,358.7   (mgal)                       NAVD 88
 HM0279
 HM0279  VERT ORDER      -  FIRST     CLASS II
 HM0279
 HM0279.The horizontal coordinates were scaled from a map and have
 HM0279.an estimated accuracy of +/- 6 seconds.
 HM0279
 HM0279.The orthometric height was determined by differential leveling and
 HM0279.adjusted by the NATIONAL GEODETIC SURVEY
 HM0279.in June 1991.
 HM0279
 HM0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0279.GEOID18 height accuracy estimate available here.
 HM0279
 HM0279.Click photographs - Photos may exist for this station.
 HM0279
 HM0279.The dynamic height is computed by dividing the NAVD 88
 HM0279.geopotential number by the normal gravity value computed on the
 HM0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0279.degrees latitude (g = 980.6199 gals.).
 HM0279
 HM0279.The modeled gravity was interpolated from observed gravity values.
 HM0279
 HM0279;                    North         East    Units  Estimated Accuracy
 HM0279;SPC UT S     - 3,101,020.      643,920.      MT  (+/- 180 meters Scaled)
 HM0279
 HM0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG997582(NAD 83)
 HM0279
 HM0279                          SUPERSEDED SURVEY CONTROL
 HM0279
 HM0279  NGVD 29 (??/??/92) 2076.914  (m)         6814.01   (f) ADJ UNCH    1 2
 HM0279
 HM0279.Superseded values are not recommended for survey control.
 HM0279
 HM0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0279.See file dsdata.pdf to determine how the superseded data were derived.
 HM0279
 HM0279_MARKER: DB = BENCH MARK DISK
 HM0279_SETTING: 66 = SET IN ROCK OUTCROP
 HM0279_STAMPING: P 116 1958
 HM0279_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0279+STABILITY: POSITION/ELEVATION WELL
 HM0279
 HM0279  HISTORY     - Date     Condition        Report By
 HM0279  HISTORY     - 1958     MONUMENTED       CGS
 HM0279  HISTORY     - 1959     GOOD             CGS
 HM0279  HISTORY     - 1980     GOOD             USGS
 HM0279
 HM0279                          STATION DESCRIPTION
 HM0279
 HM0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0279'23.85 MI SE FROM FRY CANYON.
 HM0279'ABOUT 23.85 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST
 HM0279'OFFICE AT FRY CANYON, 0.5 MILE WEST OF THE JUNCTION OF A DIRT ROAD
 HM0279'SOUTH, 0.1 MILE EAST OF A SUMMIT, ACROSS THE HIGHWAY FROM AN AREA
 HM0279'CLEARED BY BULLDOZERS, IN THE TOP OF A SANDSTONE OUTCROP, 43 FEET
 HM0279'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 33 FEET NORTHEAST OF THE
 HM0279'CENTER OF A 10-FOOT DEEP WASH, 33 FEET SOUTHWEST OF THE SOUTHWEST EDGE
 HM0279'OF A WIDE WASH, 26 FEET WEST OF A WITNESS POST, 2 FEET NORTH OF A
 HM0279'CAIRN AND ABOUT LEVEL WITH THE HIGHWAY.
 HM0279
 HM0279                          STATION RECOVERY (1980)
 HM0279
 HM0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0279'ABOUT 4.3 MILES S ALONG HWY 163 FROM THE POST OFFICE IN BLANDING TO
 HM0279'JCT HWY 95 WEST, WEST ALONG HWY 95 FOR 28.0 MILES TO SIDE ROAD LEFT
 HM0279'(SOUTH), TURN SOUTH ON SIDE ROAD FOR 0.1 MILES TO CROSS ROADS AND OLD
 HM0279'HWY 95, TURN RIGHT (WEST) ON OLD HWY 95 FOR 0.5 MILES AND BM, 0.1
 HM0279'MILES EAST OF A SUMMIT, ACROSS THE OLD HWY FROM AN AREA CLEARED BY
 HM0279'BULLDOZERS, 43 FEET SOUTH OF THE CENTER OF OLD HWY, 33 FEET NE OF THE
 HM0279'CENTER OF A 10 FT WASH, 33 FEET SW OF THE EDGE OF A WIDE WASH, 26
 HM0279'FEET WEST OF A WITNESS POST, 2 FEET NORTH OF A CAIRN, LEVEL WITH THE
 HM0279'HWY AND IN THE TOP OF A LARGE SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0303 ***********************************************************************
 HM0303  DESIGNATION -  P 117
 HM0303  PID         -  HM0303
 HM0303  STATE/COUNTY-  UT/SAN JUAN
 HM0303  COUNTRY     -  US
 HM0303  USGS QUAD   -  HOTEL ROCK (2017)
 HM0303
 HM0303                         *CURRENT SURVEY CONTROL
 HM0303  ______________________________________________________________________
 HM0303* NAD 83(1986) POSITION- 37 35 03.     (N) 109 39 08.     (W)   SCALED
 HM0303* NAVD 88 ORTHO HEIGHT -  1782.749 (meters)     5848.90  (feet) ADJUSTED
 HM0303  ______________________________________________________________________
 HM0303  GEOID HEIGHT    -        -19.749 (meters)                     GEOID18
 HM0303  DYNAMIC HEIGHT  -       1780.676 (meters)     5842.10  (feet) COMP
 HM0303  MODELED GRAVITY -    979,403.8   (mgal)                       NAVD 88
 HM0303
 HM0303  VERT ORDER      -  FIRST     CLASS II
 HM0303
 HM0303.The horizontal coordinates were scaled from a map and have
 HM0303.an estimated accuracy of +/- 6 seconds.
 HM0303
 HM0303.The orthometric height was determined by differential leveling and
 HM0303.adjusted by the NATIONAL GEODETIC SURVEY
 HM0303.in June 1991.
 HM0303
 HM0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0303.GEOID18 height accuracy estimate available here.
 HM0303
 HM0303.Click photographs - Photos may exist for this station.
 HM0303
 HM0303.The dynamic height is computed by dividing the NAVD 88
 HM0303.geopotential number by the normal gravity value computed on the
 HM0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0303.degrees latitude (g = 980.6199 gals.).
 HM0303
 HM0303.The modeled gravity was interpolated from observed gravity values.
 HM0303
 HM0303;                    North         East    Units  Estimated Accuracy
 HM0303;SPC UT S     - 3,103,440.      663,190.      MT  (+/- 180 meters Scaled)
 HM0303
 HM0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG189605(NAD 83)
 HM0303
 HM0303                          SUPERSEDED SURVEY CONTROL
 HM0303
 HM0303  NGVD 29 (??/??/92) 1781.693  (m)         5845.44   (f) ADJ UNCH    1 2
 HM0303
 HM0303.Superseded values are not recommended for survey control.
 HM0303
 HM0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0303.See file dsdata.pdf to determine how the superseded data were derived.
 HM0303
 HM0303_MARKER: DB = BENCH MARK DISK
 HM0303_SETTING: 66 = SET IN ROCK OUTCROP
 HM0303_STAMPING: P 117 1958
 HM0303_MARK LOGO: CGS
 HM0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0303+STABILITY: POSITION/ELEVATION WELL
 HM0303
 HM0303  HISTORY     - Date     Condition        Report By
 HM0303  HISTORY     - 1958     MONUMENTED       CGS
 HM0303  HISTORY     - 1959     GOOD             CGS
 HM0303  HISTORY     - 1979     GOOD             USGS
 HM0303  HISTORY     - 1979     GOOD             USGS
 HM0303
 HM0303                          STATION DESCRIPTION
 HM0303
 HM0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0303'15.0 MI SW FROM BLANDING.
 HM0303'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE
 HM0303'BLANDING, THENCE 11.1 MILES WEST ALONG STATE HIGHWAY 95, 0.25 MILE
 HM0303'WEST OF THE JUNCTION OF A TRACK ROAD NORTH, 157 FEET NORTHEAST OF THE
 HM0303'CENTER OF THE CROSSING OF A WASH WHICH LEADS INTO BUTLER WASH, IN A
 HM0303'SHALLOW NORTHEAST-SOUTHWEST WASH, IN THE TOP OF SANDSTONE BEDROCK, 59
 HM0303'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 14 FEET SOUTHEAST OF THE
 HM0303'CENTER OF THE WASH, 15 FEET WEST OF A WITNESS POST, 3 FEET WEST OF A
 HM0303'CAIRN AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 HM0303
 HM0303                          STATION RECOVERY (1979)
 HM0303
 HM0303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0303'4.0 MILES SOUTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0303'BLANDING THENCE 6.35 MILES WEST ALONG STATE HIGHWAY 95 TO A ROAD
 HM0303'JUNCTION NORTH, THENCE 1.0 MILE NORTH TO A Y ROAD WEST, THENCE 3.75
 HM0303'MILES WEST ALONG DIRT ROAD 0.25 MILE WEST OF THE JUNCTION OF A TRACK
 HM0303'ROAD NORTH, 157 FEET NORTHEAST OF THE CENTER OF A WASH WHICH LEADS
 HM0303'INTO BUTLER WASH, IN A SHALLOW NORTHEAST -WOUTHWEST WASH, IN TOP OF
 HM0303'SANDSTONE BEDROCK WHICH IS THE DRAIN BOTTOM, 59 FEET NORTH OF THE
 HM0303'CENTER OF THE ROAD, 14 FEET SOUTHEAST OF THE CENTER OF THE WASH, 15
 HM0303'FEET WEST OF A WI WITNESS POST AND 2 FEET LOWER THAN THE ROAD.
 HM0303
 HM0303                          STATION RECOVERY (1979)
 HM0303
 HM0303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0303'4.0 MILES SOUTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0303'BLANDING THENCE 6.35 MILES WEST ALONG STATE HIGHWAY 95 TO A ROAD
 HM0303'JUNCTION NORTH, THENCE 1.0 MILE NORTH TO A Y ROAD WEST, THENCE 3.75
 HM0303'MILES WEST ALONG DIRT ROAD 0.25 MILE WEST OF THE JUNCTION OF A TRACK
 HM0303'ROAD NORTH, 157 FEET NORTHEAST OF THE CENTER OF A WASH WHICH LEADS
 HM0303'INTO BUTLER WASH, IN A SHALLOW NORTHEAST -WOUTHWEST WASH, IN TOP OF
 HM0303'SANDSTONE BEDROCK WHICH IS THE DRAIN BOTTOM, 59 FEET NORTH OF THE
 HM0303'CENTER OF THE ROAD, 14 FEET SOUTHEAST OF THE CENTER OF THE WASH, 15
 HM0303'FEET WEST OF A WI WITNESS POST AND 2 FEET LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0345 ***********************************************************************
 HN0345  DESIGNATION -  P 12
 HN0345  PID         -  HN0345
 HN0345  STATE/COUNTY-  UT/GARFIELD
 HN0345  COUNTRY     -  US
 HN0345  USGS QUAD   -  WAGON BOX MESA (2017)
 HN0345
 HN0345                         *CURRENT SURVEY CONTROL
 HN0345  ______________________________________________________________________
 HN0345* NAD 83(1986) POSITION- 37 52 14.     (N) 111 01 18.     (W)   SCALED
 HN0345* NAVD 88 ORTHO HEIGHT -  1535.568 (meters)     5037.94  (feet) POSTED
 HN0345  ______________________________________________________________________
 HN0345  GEOID HEIGHT    -        -20.528 (meters)                     GEOID18
 HN0345  DYNAMIC HEIGHT  -       1533.85  (meters)     5032.3   (feet) COMP
 HN0345  MODELED GRAVITY -    979,460.6   (mgal)                       NAVD 88
 HN0345
 HN0345  VERT ORDER      -  * POSTED, SEE BELOW
 HN0345
 HN0345.The horizontal coordinates were scaled from a map and have
 HN0345.an estimated accuracy of +/- 6 seconds.
 HN0345
 HN0345.The orthometric height was determined by differential leveling
 HN0345.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0345
 HN0345.* This is a POSTED BENCH MARK height.
 HN0345
 HN0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0345.GEOID18 height accuracy estimate available here.
 HN0345
 HN0345.Click photographs - Photos may exist for this station.
 HN0345
 HN0345.The dynamic height is computed by dividing the NAVD 88
 HN0345.geopotential number by the normal gravity value computed on the
 HN0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0345.degrees latitude (g = 980.6199 gals.).
 HN0345
 HN0345.The modeled gravity was interpolated from observed gravity values.
 HN0345
 HN0345;                    North         East    Units  Estimated Accuracy
 HN0345;SPC UT S     - 3,133,720.      542,090.      MT  (+/- 180 meters Scaled)
 HN0345
 HN0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG980914(NAD 83)
 HN0345
 HN0345                          SUPERSEDED SURVEY CONTROL
 HN0345
 HN0345  NGVD 29 (??/??/92) 1534.410  (m)         5034.14   (f) ADJ UNCH    1 2
 HN0345
 HN0345.Superseded values are not recommended for survey control.
 HN0345
 HN0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0345.See file dsdata.pdf to determine how the superseded data were derived.
 HN0345
 HN0345_MARKER: DB = BENCH MARK DISK
 HN0345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HN0345_SP_SET: REEF
 HN0345_STAMPING: P 12 1921
 HN0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0345
 HN0345  HISTORY     - Date     Condition        Report By
 HN0345  HISTORY     - 1921     MONUMENTED       CGS
 HN0345  HISTORY     - 1953     MARK NOT FOUND   USGS
 HN0345  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0345  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0345
 HN0345                          STATION DESCRIPTION
 HN0345
 HN0345'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0345'15.75 MI S FROM BOWNS RANCH.
 HN0345'15-3/4 MILES SOUTH ALONG THE HALLS CROSSING ROAD FROM BOWNS RANCH,
 HN0345'GARFIELD COUNTY, AT OYSTER SHELL REEF, 6 FEET WEST OF THE ROAD, IN THE
 HN0345'REEF, NEAR A CAIRN, AND ABOUT 2 FEET ABOVE THE GROUND.  A STANDARD
 HN0345'DISK, STAMPED P 12 1921.
 HN0345
 HN0345                          STATION RECOVERY (1982)
 HN0345
 HN0345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0345'MARK NOT FOUND.
 HN0345
 HN0345                          STATION RECOVERY (1982)
 HN0345
 HN0345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0345'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0194 ***********************************************************************
 LP0194  DESIGNATION -  P 12
 LP0194  PID         -  LP0194
 LP0194  STATE/COUNTY-  UT/TOOELE
 LP0194  COUNTRY     -  US
 LP0194  USGS QUAD   -  CLIFTON (2017)
 LP0194
 LP0194                         *CURRENT SURVEY CONTROL
 LP0194  ______________________________________________________________________
 LP0194* NAD 83(1986) POSITION- 40 02 39.     (N) 113 48 12.     (W)   SCALED
 LP0194* NAVD 88 ORTHO HEIGHT -  1686.664 (meters)     5533.66  (feet) ADJUSTED
 LP0194  ______________________________________________________________________
 LP0194  GEOID HEIGHT    -        -18.951 (meters)                     GEOID18
 LP0194  DYNAMIC HEIGHT  -       1685.142 (meters)     5528.67  (feet) COMP
 LP0194  MODELED GRAVITY -    979,663.2   (mgal)                       NAVD 88
 LP0194
 LP0194  VERT ORDER      -  SECOND    CLASS 0
 LP0194
 LP0194.The horizontal coordinates were scaled from a map and have
 LP0194.an estimated accuracy of +/- 6 seconds.
 LP0194
 LP0194.The orthometric height was determined by differential leveling and
 LP0194.adjusted by the NATIONAL GEODETIC SURVEY
 LP0194.in June 1991.
 LP0194
 LP0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0194.GEOID18 height accuracy estimate available here.
 LP0194
 LP0194.Click photographs - Photos may exist for this station.
 LP0194
 LP0194.The dynamic height is computed by dividing the NAVD 88
 LP0194.geopotential number by the normal gravity value computed on the
 LP0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0194.degrees latitude (g = 980.6199 gals.).
 LP0194
 LP0194.The modeled gravity was interpolated from observed gravity values.
 LP0194
 LP0194;                    North         East    Units  Estimated Accuracy
 LP0194;SPC UT C     - 2,192,470.      303,480.      MT  (+/- 180 meters Scaled)
 LP0194
 LP0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK608364(NAD 83)
 LP0194
 LP0194                          SUPERSEDED SURVEY CONTROL
 LP0194
 LP0194  NGVD 29 (??/??/92) 1685.572  (m)         5530.08   (f) ADJ UNCH    2 0
 LP0194
 LP0194.Superseded values are not recommended for survey control.
 LP0194
 LP0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0194.See file dsdata.pdf to determine how the superseded data were derived.
 LP0194
 LP0194_MARKER: DB = BENCH MARK DISK
 LP0194_SETTING: 80 = SET IN A BOULDER
 LP0194_STAMPING: P 12 1924
 LP0194_MARK LOGO: CGS
 LP0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0194+STABILITY: SURFACE MOTION
 LP0194
 LP0194  HISTORY     - Date     Condition        Report By
 LP0194  HISTORY     - 1924     MONUMENTED       USGS
 LP0194  HISTORY     - 1934     GOOD             CGS
 LP0194
 LP0194                          STATION DESCRIPTION
 LP0194
 LP0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0194'10.4 MI S FROM GOLD HILL.
 LP0194'10.4 MILES SOUTH ALONG THE ROAD LEADING TO TROUT CREEK FROM THE DEEP
 LP0194'CREEK RAILROAD STATION AT GOLD HILL, ON THE OLD STAGE ROAD, 230 FEET
 LP0194'EAST OF AN OLD ABANDONED STAGE STATION, NEAR THE TOP OF A HILL, 50
 LP0194'FEET WEST OF THE CENTER LINE OF THE ROAD, AND IN THE TOP OF A 3 FOOT
 LP0194'IMBEDDED BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0278 ***********************************************************************
 HO0278  DESIGNATION -  P 123
 HO0278  PID         -  HO0278
 HO0278  STATE/COUNTY-  UT/WASHINGTON
 HO0278  COUNTRY     -  US
 HO0278  USGS QUAD   -  CENTRAL WEST (2017)
 HO0278
 HO0278                         *CURRENT SURVEY CONTROL
 HO0278  ______________________________________________________________________
 HO0278* NAD 83(1986) POSITION- 37 24 22.     (N) 113 38 08.     (W)   SCALED
 HO0278* NAVD 88 ORTHO HEIGHT -  1577.498 (meters)     5175.51  (feet) ADJUSTED
 HO0278  ______________________________________________________________________
 HO0278  GEOID HEIGHT    -        -23.434 (meters)                     GEOID18
 HO0278  DYNAMIC HEIGHT  -       1575.690 (meters)     5169.58  (feet) COMP
 HO0278  MODELED GRAVITY -    979,429.4   (mgal)                       NAVD 88
 HO0278
 HO0278  VERT ORDER      -  SECOND    CLASS 0
 HO0278
 HO0278.The horizontal coordinates were scaled from a map and have
 HO0278.an estimated accuracy of +/- 6 seconds.
 HO0278
 HO0278.The orthometric height was determined by differential leveling and
 HO0278.adjusted by the NATIONAL GEODETIC SURVEY
 HO0278.in June 1991.
 HO0278
 HO0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0278.GEOID18 height accuracy estimate available here.
 HO0278
 HO0278.Click photographs - Photos may exist for this station.
 HO0278
 HO0278.The dynamic height is computed by dividing the NAVD 88
 HO0278.geopotential number by the normal gravity value computed on the
 HO0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0278.degrees latitude (g = 980.6199 gals.).
 HO0278
 HO0278.The modeled gravity was interpolated from observed gravity values.
 HO0278
 HO0278;                    North         East    Units  Estimated Accuracy
 HO0278;SPC UT S     - 3,084,230.      310,950.      MT  (+/- 180 meters Scaled)
 HO0278
 HO0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG667431(NAD 83)
 HO0278
 HO0278                          SUPERSEDED SURVEY CONTROL
 HO0278
 HO0278  NGVD 29 (??/??/92) 1576.422  (m)         5171.98   (f) ADJ UNCH    2 0
 HO0278
 HO0278.Superseded values are not recommended for survey control.
 HO0278
 HO0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0278.See file dsdata.pdf to determine how the superseded data were derived.
 HO0278
 HO0278_MARKER: DB = BENCH MARK DISK
 HO0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0278_STAMPING: P 123 1934
 HO0278_MARK LOGO: CGS
 HO0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0278+STABILITY: SURFACE MOTION
 HO0278
 HO0278  HISTORY     - Date     Condition        Report By
 HO0278  HISTORY     - 1934     MONUMENTED       CGS
 HO0278  HISTORY     - 1972     MARK NOT FOUND   USFS
 HO0278
 HO0278                          STATION DESCRIPTION
 HO0278
 HO0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0278'16.2 MI S FROM ENTERPRISE.
 HO0278'16.2 MILES SOUTH ALONG THE 1934 ROUTE OF STATE HIGHWAY 18 FROM
 HO0278'ENTERPRISE, WASHINGTON COUNTY, 0.3 MILE NORTH OF THE JUNCTION OF A
 HO0278'ROAD LEADING EAST TO PINE VALLEY (THERE IS A CATTLE-GUARD AT THIS
 HO0278'JUNCTION), 30 FEET SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY, AND 2
 HO0278'FEET NORTH OF A FENCE LINE.  A STANDARD DISK, STAMPED P 123 1934 AND
 HO0278'SET IN THE TOP OF A CONCRETE POST.
 HO0278
 HO0278                          STATION RECOVERY (1972)
 HO0278
 HO0278'RECOVERY NOTE BY US FOREST SERVICE 1972
 HO0278'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0445 ***********************************************************************
 MR0445  DESIGNATION -  P 125
 MR0445  PID         -  MR0445
 MR0445  STATE/COUNTY-  UT/CACHE
 MR0445  COUNTRY     -  US
 MR0445  USGS QUAD   -  LOGAN (2017)
 MR0445
 MR0445                         *CURRENT SURVEY CONTROL
 MR0445  ______________________________________________________________________
 MR0445* NAD 83(1986) POSITION- 41 43 45.     (N) 111 50 21.     (W)   SCALED
 MR0445* NAVD 88 ORTHO HEIGHT -  1381.948 (meters)     4533.94  (feet) ADJUSTED
 MR0445  ______________________________________________________________________
 MR0445  GEOID HEIGHT    -        -15.591 (meters)                     GEOID18
 MR0445  DYNAMIC HEIGHT  -       1380.907 (meters)     4530.53  (feet) COMP
 MR0445  MODELED GRAVITY -    979,822.6   (mgal)                       NAVD 88
 MR0445
 MR0445  VERT ORDER      -  SECOND    CLASS 0
 MR0445
 MR0445.The horizontal coordinates were scaled from a map and have
 MR0445.an estimated accuracy of +/- 6 seconds.
 MR0445
 MR0445.The orthometric height was determined by differential leveling and
 MR0445.adjusted by the NATIONAL GEODETIC SURVEY
 MR0445.in June 1991.
 MR0445
 MR0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0445.GEOID18 height accuracy estimate available here.
 MR0445
 MR0445.Click photographs - Photos may exist for this station.
 MR0445
 MR0445.The dynamic height is computed by dividing the NAVD 88
 MR0445.geopotential number by the normal gravity value computed on the
 MR0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0445.degrees latitude (g = 980.6199 gals.).
 MR0445
 MR0445.The modeled gravity was interpolated from observed gravity values.
 MR0445
 MR0445;                    North         East    Units  Estimated Accuracy
 MR0445;SPC UT N     - 1,155,070.      471,780.      MT  (+/- 180 meters Scaled)
 MR0445
 MR0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM302200(NAD 83)
 MR0445
 MR0445                          SUPERSEDED SURVEY CONTROL
 MR0445
 MR0445  NGVD 29 (??/??/92) 1380.858  (m)         4530.37   (f) ADJ UNCH    2 0
 MR0445
 MR0445.Superseded values are not recommended for survey control.
 MR0445
 MR0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0445.See file dsdata.pdf to determine how the superseded data were derived.
 MR0445
 MR0445_MARKER: DB = BENCH MARK DISK
 MR0445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0445_SP_SET: BUILDING
 MR0445_STAMPING: P 125 1934
 MR0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0445
 MR0445  HISTORY     - Date     Condition        Report By
 MR0445  HISTORY     - 1934     MONUMENTED       CGS
 MR0445  HISTORY     - 1963     GOOD             USGS
 MR0445
 MR0445                          STATION DESCRIPTION
 MR0445
 MR0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0445'IN LOGAN.
 MR0445'AT LOGAN, CACHE COUNTY, IN THE WEST SIDE WALL OF THE STEPS TO THE
 MR0445'SENIOR HIGH SCHOOL, ABOUT 195 FEET SOUTH OF THE CENTER LINE OF WEST
 MR0445'FIRST STREET SOUTH, ABOUT 80 FEET SOUTHWEST OF A FLAGPOLE, 40 FEET
 MR0445'EAST OF THE BOTTOM STEP TO THE WEST BUILDING, 9 FEET WEST OF THE
 MR0445'CENTER LINE OF THE MAIN ENTRANCE TO NIBLEY HALL, AND ABOUT 4 FEET
 MR0445'ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED P 125 1934.
 MR0445
 MR0445                          STATION RECOVERY (1963)
 MR0445
 MR0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MR0445'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0253 ***********************************************************************
 MR0253  DESIGNATION -  P 126
 MR0253  PID         -  MR0253
 MR0253  STATE/COUNTY-  UT/RICH
 MR0253  COUNTRY     -  US
 MR0253  USGS QUAD   -  LAKETOWN (2017)
 MR0253
 MR0253                         *CURRENT SURVEY CONTROL
 MR0253  ______________________________________________________________________
 MR0253* NAD 83(1986) POSITION- 41 50 35.     (N) 111 20 52.     (W)   SCALED
 MR0253* NAVD 88 ORTHO HEIGHT -  1813.107 (meters)     5948.50  (feet) ADJUSTED
 MR0253  ______________________________________________________________________
 MR0253  GEOID HEIGHT    -        -14.616 (meters)                     GEOID18
 MR0253  DYNAMIC HEIGHT  -       1811.641 (meters)     5943.69  (feet) COMP
 MR0253  MODELED GRAVITY -    979,750.3   (mgal)                       NAVD 88
 MR0253
 MR0253  VERT ORDER      -  SECOND    CLASS 0
 MR0253
 MR0253.The horizontal coordinates were scaled from a map and have
 MR0253.an estimated accuracy of +/- 6 seconds.
 MR0253
 MR0253.The orthometric height was determined by differential leveling and
 MR0253.adjusted by the NATIONAL GEODETIC SURVEY
 MR0253.in June 1991.
 MR0253
 MR0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0253.GEOID18 height accuracy estimate available here.
 MR0253
 MR0253.Click photographs - Photos may exist for this station.
 MR0253
 MR0253.The dynamic height is computed by dividing the NAVD 88
 MR0253.geopotential number by the normal gravity value computed on the
 MR0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0253.degrees latitude (g = 980.6199 gals.).
 MR0253
 MR0253.The modeled gravity was interpolated from observed gravity values.
 MR0253
 MR0253;                    North         East    Units  Estimated Accuracy
 MR0253;SPC UT N     - 1,167,670.      512,640.      MT  (+/- 180 meters Scaled)
 MR0253
 MR0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM711324(NAD 83)
 MR0253
 MR0253                          SUPERSEDED SURVEY CONTROL
 MR0253
 MR0253  NGVD 29 (??/??/92) 1811.840  (m)         5944.35   (f) ADJ UNCH    2 0
 MR0253
 MR0253.Superseded values are not recommended for survey control.
 MR0253
 MR0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0253.See file dsdata.pdf to determine how the superseded data were derived.
 MR0253
 MR0253_MARKER: DB = BENCH MARK DISK
 MR0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0253_STAMPING: P 126 1934
 MR0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0253+STABILITY: SURFACE MOTION
 MR0253
 MR0253  HISTORY     - Date     Condition        Report By
 MR0253  HISTORY     - 1934     MONUMENTED       CGS
 MR0253  HISTORY     - 1969     MARK NOT FOUND   USGS
 MR0253
 MR0253                          STATION DESCRIPTION
 MR0253
 MR0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0253'3.2 MI NW FROM LAKETOWN.
 MR0253'ABOUT 3.2 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SCHOOL AT
 MR0253'LAKETOWN, RICH COUNTY, 28 FEET SOUTHEAST OF THE CENTER LINE OF A
 MR0253'GATEWAY TO A HAY FIELD, 42 FEET NORTHEAST OF THE CENTER LINE OF THE
 MR0253'HIGHWAY, AND 2.5 FEET SOUTHWEST OF A FENCE.  A STANDARD DISK, STAMPED
 MR0253'P 126 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE OLD
 MR0253'DESCRIPTION WAS VERY HARD TO FOLLOW AND A DEFINITE AREA TO SEARCH WAS
 MR0253'IN DOUBT.  SEVERAL DIFFERENT SPOTS WERE SEARCHED WITHOUT SUCCESS.
 MR0253
 MR0253                          STATION RECOVERY (1969)
 MR0253
 MR0253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MR0253'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0274 ***********************************************************************
 JM0274  DESIGNATION -  P 127
 JM0274  PID         -  JM0274
 JM0274  STATE/COUNTY-  UT/SAN JUAN
 JM0274  COUNTRY     -  US
 JM0274  USGS QUAD   -  RAY MESA (2017)
 JM0274
 JM0274                         *CURRENT SURVEY CONTROL
 JM0274  ______________________________________________________________________
 JM0274* NAD 83(1986) POSITION- 38 19 53.     (N) 109 05 23.     (W)   SCALED
 JM0274* NAVD 88 ORTHO HEIGHT -  1904.382 (meters)     6247.96  (feet) ADJUSTED
 JM0274  ______________________________________________________________________
 JM0274  GEOID HEIGHT    -        -18.315 (meters)                     GEOID18
 JM0274  DYNAMIC HEIGHT  -       1902.204 (meters)     6240.81  (feet) COMP
 JM0274  MODELED GRAVITY -    979,417.2   (mgal)                       NAVD 88
 JM0274
 JM0274  VERT ORDER      -  SECOND    CLASS 0
 JM0274
 JM0274.The horizontal coordinates were scaled from a map and have
 JM0274.an estimated accuracy of +/- 6 seconds.
 JM0274
 JM0274.The orthometric height was determined by differential leveling and
 JM0274.adjusted by the NATIONAL GEODETIC SURVEY
 JM0274.in June 1991.
 JM0274
 JM0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0274.GEOID18 height accuracy estimate available here.
 JM0274
 JM0274.Click photographs - Photos may exist for this station.
 JM0274
 JM0274.The dynamic height is computed by dividing the NAVD 88
 JM0274.geopotential number by the normal gravity value computed on the
 JM0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0274.degrees latitude (g = 980.6199 gals.).
 JM0274
 JM0274.The modeled gravity was interpolated from observed gravity values.
 JM0274
 JM0274;                    North         East    Units  Estimated Accuracy
 JM0274;SPC UT S     - 3,187,480.      710,720.      MT  (+/- 180 meters Scaled)
 JM0274
 JM0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH669443(NAD 83)
 JM0274
 JM0274                          SUPERSEDED SURVEY CONTROL
 JM0274
 JM0274  NGVD 29 (??/??/92) 1903.215  (m)         6244.13   (f) ADJ UNCH    2 0
 JM0274
 JM0274.Superseded values are not recommended for survey control.
 JM0274
 JM0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0274.See file dsdata.pdf to determine how the superseded data were derived.
 JM0274
 JM0274_MARKER: DB = BENCH MARK DISK
 JM0274_SETTING: 80 = SET IN A BOULDER
 JM0274_STAMPING: P 127 1934
 JM0274_MARK LOGO: CGS
 JM0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0274+STABILITY: SURFACE MOTION
 JM0274
 JM0274  HISTORY     - Date     Condition        Report By
 JM0274  HISTORY     - 1934     MONUMENTED       CGS
 JM0274  HISTORY     - 1981     GOOD             USGS
 JM0274
 JM0274                          STATION DESCRIPTION
 JM0274
 JM0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0274'11.4 MI E FROM LA SAL.
 JM0274'11.4 MILES EAST ALONG STATE HIGHWAY 46 FROM THE POST OFFICE AT LA SAL,
 JM0274'SAN JUAN COUNTY, 1.8 MILES WEST OF THE UTAH-COLORADO STATE LINE, 0.6
 JM0274'MILE WEST OF THE JUNCTION OF A DIRT ROAD LEADING TO THE A.L. LARSEN
 JM0274'FARMHOUSE IN 1938, 0.4 MILE WEST OF THE FOOT OF A HILL, 165 FEET
 JM0274'SOUTHWEST OF THE CENTER OF THE CURVE OF A SWITCHBACK, 55 FEET
 JM0274'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, IN THE NORTHWEST FACE OF A
 JM0274'15- BY 15- BY 30-FOOT SANDSTONE BOULDER, 18 FEET SOUTHEAST OF THE
 JM0274'NORTH CORNER OF THE BOULDER, 12 FEET NORTHWEST OF THE EAST CORNER, AND
 JM0274'4 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED P 127 1934 AND SET
 JM0274'VERTICALLY.
 JM0274
 JM0274                          STATION RECOVERY (1981)
 JM0274
 JM0274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 JM0274'LA SAL POST OFFICE, 11 MILES EAST ALONG STATE HIGHWAY 46 FROM POST
 JM0274'OFFICE AT LA SAL, SAN JUAN COUNTY, 1.7 MILES WEST OF UTAH-COLORADO
 JM0274'STATE LINE, ENCIRCLED BY SWITCHBACK OF HIGHWAY, BEING 165' SOUTHWEST
 JM0274'OF CENTER OF CURVE OF SWITCHBACK, IN THE NORTHEAST FENCE OF A
 JM0274'15-BY-15-BY-30 FOOT SANDSTONE BOULDER, 12 FEET NORTHEAST OF THE EAST
 JM0274'CORNER AND 4 FEET ABOVE THE GROUND. A STANDARD DISK, STAMPED
 JM0274'P-127-1937 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0196 ***********************************************************************
 HN0196  DESIGNATION -  P 13
 HN0196  PID         -  HN0196
 HN0196  STATE/COUNTY-  UT/SAN JUAN
 HN0196  COUNTRY     -  US
 HN0196  USGS QUAD   -  THE RINCON (2017)
 HN0196
 HN0196                         *CURRENT SURVEY CONTROL
 HN0196  ______________________________________________________________________
 HN0196* NAD 83(1986) POSITION- 37 17 15.     (N) 110 52 13.     (W)   SCALED
 HN0196* NAVD 88 ORTHO HEIGHT -  1008.194 (meters)     3307.72  (feet) POSTED
 HN0196  ______________________________________________________________________
 HN0196  GEOID HEIGHT    -        -22.710 (meters)                     GEOID18
 HN0196  DYNAMIC HEIGHT  -       1007.03  (meters)     3303.9   (feet) COMP
 HN0196  MODELED GRAVITY -    979,447.8   (mgal)                       NAVD 88
 HN0196
 HN0196  VERT ORDER      -  * POSTED, SEE BELOW
 HN0196
 HN0196.The horizontal coordinates were scaled from a map and have
 HN0196.an estimated accuracy of +/- 6 seconds.
 HN0196
 HN0196.The orthometric height was determined by differential leveling
 HN0196.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0196
 HN0196.* This is a POSTED BENCH MARK height.
 HN0196
 HN0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0196.GEOID18 height accuracy estimate available here.
 HN0196
 HN0196.Click photographs - Photos may exist for this station.
 HN0196
 HN0196.The dynamic height is computed by dividing the NAVD 88
 HN0196.geopotential number by the normal gravity value computed on the
 HN0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0196.degrees latitude (g = 980.6199 gals.).
 HN0196
 HN0196.The modeled gravity was interpolated from observed gravity values.
 HN0196
 HN0196;                    North         East    Units  Estimated Accuracy
 HN0196;SPC UT S     - 3,069,090.      555,840.      MT  (+/- 180 meters Scaled)
 HN0196
 HN0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG114267(NAD 83)
 HN0196
 HN0196                          SUPERSEDED SURVEY CONTROL
 HN0196
 HN0196  NGVD 29 (??/??/92) 1007.167  (m)         3304.35   (f) ADJ UNCH    1 2
 HN0196
 HN0196.Superseded values are not recommended for survey control.
 HN0196
 HN0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0196.See file dsdata.pdf to determine how the superseded data were derived.
 HN0196
 HN0196_MARKER: DB = BENCH MARK DISK
 HN0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HN0196_SP_SET: ROCK WALL
 HN0196_STAMPING: P 13 1921
 HN0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0196
 HN0196  HISTORY     - Date     Condition        Report By
 HN0196  HISTORY     - 1921     MONUMENTED       CGS
 HN0196
 HN0196                          STATION DESCRIPTION
 HN0196
 HN0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 HN0196'31.0 MI S FROM HALLS CROSSING.
 HN0196'IN SAN JUAN COUNTY, 31 MILES SOUTH ALONG COLORADO RIVER FROM THE MOUTH
 HN0196'OF HALL CREEK AT HALLS CROSSING, KANE COUNTY, ON THE EAST SIDE OF THE
 HN0196'RIVER DIRECTLY OPPOSITE THE MOUTH OF ESCALANTE RIVER, 300 FEET EAST OF
 HN0196'THE WATERS EDGE (OCT. 1921), IN A SOLID ROCK WALL, NEAR A CAIRN,
 HN0196'MARKED BY AN ARROW ON A NEARBY ROCK, AND ABOUT 3-1/2 FEET ABOVE THE
 HN0196'GROUND.  A STANDARD DISK, STAMPED P 13 1921.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0199 ***********************************************************************
 KN0199  DESIGNATION -  P 131
 KN0199  PID         -  KN0199
 KN0199  STATE/COUNTY-  UT/EMERY
 KN0199  COUNTRY     -  US
 KN0199  USGS QUAD   -  SCOFIELD (2017)
 KN0199
 KN0199                         *CURRENT SURVEY CONTROL
 KN0199  ______________________________________________________________________
 KN0199* NAD 83(1986) POSITION- 39 37 32.     (N) 111 14 01.     (W)   SCALED
 KN0199* NAVD 88 ORTHO HEIGHT -  2624.275 (meters)     8609.81  (feet) ADJUSTED
 KN0199  ______________________________________________________________________
 KN0199  GEOID HEIGHT    -        -15.988 (meters)                     GEOID18
 KN0199  DYNAMIC HEIGHT  -       2621.175 (meters)     8599.64  (feet) COMP
 KN0199  MODELED GRAVITY -    979,350.0   (mgal)                       NAVD 88
 KN0199
 KN0199  VERT ORDER      -  SECOND    CLASS 0
 KN0199
 KN0199.The horizontal coordinates were scaled from a map and have
 KN0199.an estimated accuracy of +/- 6 seconds.
 KN0199
 KN0199.The orthometric height was determined by differential leveling and
 KN0199.adjusted by the NATIONAL GEODETIC SURVEY
 KN0199.in June 1991.
 KN0199
 KN0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0199.GEOID18 height accuracy estimate available here.
 KN0199
 KN0199.Click photographs - Photos may exist for this station.
 KN0199
 KN0199.The dynamic height is computed by dividing the NAVD 88
 KN0199.geopotential number by the normal gravity value computed on the
 KN0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0199.degrees latitude (g = 980.6199 gals.).
 KN0199
 KN0199.The modeled gravity was interpolated from observed gravity values.
 KN0199
 KN0199;                    North         East    Units  Estimated Accuracy
 KN0199;SPC UT C     - 2,143,500.      522,870.      MT  (+/- 180 meters Scaled)
 KN0199
 KN0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ799862(NAD 83)
 KN0199
 KN0199                          SUPERSEDED SURVEY CONTROL
 KN0199
 KN0199  NGVD 29 (??/??/92) 2622.784  (m)         8604.92   (f) ADJ UNCH    2 0
 KN0199
 KN0199.Superseded values are not recommended for survey control.
 KN0199
 KN0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0199.See file dsdata.pdf to determine how the superseded data were derived.
 KN0199
 KN0199_MARKER: DB = BENCH MARK DISK
 KN0199_SETTING: 66 = SET IN ROCK OUTCROP
 KN0199_STAMPING: P 131 1935
 KN0199_MARK LOGO: CGS
 KN0199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0199+STABILITY: POSITION/ELEVATION WELL
 KN0199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0199+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2015
 KN0199
 KN0199  HISTORY     - Date     Condition        Report By
 KN0199  HISTORY     - 1935     MONUMENTED       CGS
 KN0199  HISTORY     - 1974     GOOD             USGS
 KN0199  HISTORY     - 20150925 GOOD             INDIV
 KN0199
 KN0199                          STATION DESCRIPTION
 KN0199
 KN0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0199'7.4 MI W FROM CLEAR CREEK.
 KN0199'IN EMERY COUNTY, ABOUT 7.4 MILES WEST ALONG A TRAIL LEADING UP TO FINN
 KN0199'CANYON AND DOWN TO COAL CANYON AND ALONG STATE HIGHWAY 31 FROM A
 KN0199'SCHOOL AT CLEAR CREEK, CARBON COUNTY, ABOUT 275 YARDS SOUTH OF THE
 KN0199'CENTER OF THE CROSSING OF HUNTINGTON CREEK, ABOUT 150 YARDS SOUTH OF
 KN0199'THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A SANDSTONE OUTCROP.
 KN0199'A STANDARD DISK, STAMPED P 131 1935.
 KN0199
 KN0199                          STATION RECOVERY (1974)
 KN0199
 KN0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KN0199'CLEAR CREEK, 1.2 MI. SOUTH AND 4.3 MI. WEST OF. ON WEST SIDE OF
 KN0199'ELECTRIC LAKE BUILT ON HUNTINGTON CREEK, 0.4 MI. SOUTH OF MOUTH OF
 KN0199'JAMES CANYON, 30 FT. HIGHER THAN HIGH WATER LINE OF ELECTRIC LAKE. IN
 KN0199'LARGE SANDSTONE OUTCROP. A STANDARD DISK, STAMPED P 131, 1935.
 KN0199
 KN0199                          STATION RECOVERY (2015)
 KN0199
 KN0199'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (BG)
 KN0199'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0307 ***********************************************************************
 MR0307  DESIGNATION -  P 132
 MR0307  PID         -  MR0307
 MR0307  STATE/COUNTY-  UT/SUMMIT
 MR0307  COUNTRY     -  US
 MR0307  USGS QUAD   -  CASTLE ROCK (2017)
 MR0307
 MR0307                         *CURRENT SURVEY CONTROL
 MR0307  ______________________________________________________________________
 MR0307* NAD 83(1986) POSITION- 41 05 40.     (N) 111 13 22.     (W)   SCALED
 MR0307* NAVD 88 ORTHO HEIGHT -  1876.227 (meters)     6155.59  (feet) ADJUSTED
 MR0307  ______________________________________________________________________
 MR0307  GEOID HEIGHT    -        -15.540 (meters)                     GEOID18
 MR0307  DYNAMIC HEIGHT  -       1874.511 (meters)     6149.96  (feet) COMP
 MR0307  MODELED GRAVITY -    979,643.3   (mgal)                       NAVD 88
 MR0307
 MR0307  VERT ORDER      -  FIRST     CLASS II
 MR0307
 MR0307.The horizontal coordinates were scaled from a map and have
 MR0307.an estimated accuracy of +/- 6 seconds.
 MR0307
 MR0307.The orthometric height was determined by differential leveling and
 MR0307.adjusted by the NATIONAL GEODETIC SURVEY
 MR0307.in June 1991.
 MR0307
 MR0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0307.GEOID18 height accuracy estimate available here.
 MR0307
 MR0307.Click photographs - Photos may exist for this station.
 MR0307
 MR0307.The dynamic height is computed by dividing the NAVD 88
 MR0307.geopotential number by the normal gravity value computed on the
 MR0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0307.degrees latitude (g = 980.6199 gals.).
 MR0307
 MR0307.The modeled gravity was interpolated from observed gravity values.
 MR0307
 MR0307;                    North         East    Units  Estimated Accuracy
 MR0307;SPC UT N     - 1,084,560.      523,290.      MT  (+/- 180 meters Scaled)
 MR0307
 MR0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL812492(NAD 83)
 MR0307
 MR0307                          SUPERSEDED SURVEY CONTROL
 MR0307
 MR0307  NGVD 29 (??/??/92) 1874.842  (m)         6151.04   (f) SUPERSEDED  1 2
 MR0307  NGVD 29 (06/08/92) 1874.965  (m)         6151.45   (f) ADJUSTED    1 2
 MR0307
 MR0307.Superseded values are not recommended for survey control.
 MR0307
 MR0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0307.See file dsdata.pdf to determine how the superseded data were derived.
 MR0307
 MR0307_MARKER: DB = BENCH MARK DISK
 MR0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0307_SP_SET: SIPHON
 MR0307_STAMPING: P 132 1958
 MR0307_MARK LOGO: CGS
 MR0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0307
 MR0307  HISTORY     - Date     Condition        Report By
 MR0307  HISTORY     - 1958     MONUMENTED       CGS
 MR0307  HISTORY     - 1983     GOOD             NGS
 MR0307
 MR0307                          STATION DESCRIPTION
 MR0307
 MR0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0307'10.65 MI SW FROM WAHSATCH.
 MR0307'ABOUT 10.65 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0307'STATION AT WAHSATCH, ABOUT 0.2 MILE SOUTHWEST OF MILEPOST 938, IN THE
 MR0307'TOP OF THE NORTH CONCRETE WING WALL OF SIPHON 938.17, 10 FEET WEST OF
 MR0307'THE WEST RAIL OF THE EAST SET OF TRACKS, AND ABOUT 1 FOOT ABOVE THE
 MR0307'LEVEL OF THE TRACKS.
 MR0307
 MR0307                          STATION RECOVERY (1983)
 MR0307
 MR0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0307'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0374 ***********************************************************************
 MR0374  DESIGNATION -  P 134
 MR0374  PID         -  MR0374
 MR0374  STATE/COUNTY-  UT/MORGAN
 MR0374  COUNTRY     -  US
 MR0374  USGS QUAD   -  SNOW BASIN (2017)
 MR0374
 MR0374                         *CURRENT SURVEY CONTROL
 MR0374  ______________________________________________________________________
 MR0374* NAD 83(1986) POSITION- 41 08 14.     (N) 111 49 49.     (W)   SCALED
 MR0374* NAVD 88 ORTHO HEIGHT -  1468.350 (meters)     4817.41  (feet) ADJUSTED
 MR0374  ______________________________________________________________________
 MR0374  GEOID HEIGHT    -        -16.261 (meters)                     GEOID18
 MR0374  DYNAMIC HEIGHT  -       1467.183 (meters)     4813.58  (feet) COMP
 MR0374  MODELED GRAVITY -    979,778.1   (mgal)                       NAVD 88
 MR0374
 MR0374  VERT ORDER      -  FIRST     CLASS II
 MR0374
 MR0374.The horizontal coordinates were scaled from a map and have
 MR0374.an estimated accuracy of +/- 6 seconds.
 MR0374
 MR0374.The orthometric height was determined by differential leveling and
 MR0374.adjusted by the NATIONAL GEODETIC SURVEY
 MR0374.in June 1991.
 MR0374
 MR0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0374.GEOID18 height accuracy estimate available here.
 MR0374
 MR0374.Click photographs - Photos may exist for this station.
 MR0374
 MR0374.The dynamic height is computed by dividing the NAVD 88
 MR0374.geopotential number by the normal gravity value computed on the
 MR0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0374.degrees latitude (g = 980.6199 gals.).
 MR0374
 MR0374.The modeled gravity was interpolated from observed gravity values.
 MR0374
 MR0374;                    North         East    Units  Estimated Accuracy
 MR0374;SPC UT N     - 1,089,320.      472,270.      MT  (+/- 180 meters Scaled)
 MR0374
 MR0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL303543(NAD 83)
 MR0374
 MR0374                          SUPERSEDED SURVEY CONTROL
 MR0374
 MR0374  NGVD 29 (??/??/92) 1467.215  (m)         4813.69   (f) ADJ UNCH    1 2
 MR0374
 MR0374.Superseded values are not recommended for survey control.
 MR0374
 MR0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0374.See file dsdata.pdf to determine how the superseded data were derived.
 MR0374
 MR0374_MARKER: DB = BENCH MARK DISK
 MR0374_SETTING: 66 = SET IN ROCK OUTCROP
 MR0374_STAMPING: P 134 1958
 MR0374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0374+STABILITY: POSITION/ELEVATION WELL
 MR0374
 MR0374  HISTORY     - Date     Condition        Report By
 MR0374  HISTORY     - 1958     MONUMENTED       CGS
 MR0374  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0374
 MR0374                          STATION DESCRIPTION
 MR0374
 MR0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0374'11.8 MI NW FROM MORGAN.
 MR0374'ABOUT 11.8 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0374'STATION AT MORGAN, 43 FEET NORTH-NORTHEAST OF THE SEVENTH TELEPHONE
 MR0374'POLE EAST OF MILE POST 980, IN THE TOP OF A GRANITE OUTCROP PROJECTING
 MR0374'1 1/2 FEET, 15 1/2 FEET SOUTH OF THE NEAR RAIL, AND ABOUT 4 FEET BELOW
 MR0374'THE TRACK.  NOTE-- THIS MARK IS 1.2 MILES EAST OF BENCH MARK N 134
 MR0374'DESCRIBED FROM OGDEN.
 MR0374
 MR0374                          STATION RECOVERY (1983)
 MR0374
 MR0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0374'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0350 ***********************************************************************
 MR0350  DESIGNATION -  P 135
 MR0350  PID         -  MR0350
 MR0350  STATE/COUNTY-  UT/MORGAN
 MR0350  COUNTRY     -  US
 MR0350  USGS QUAD   -  DEVILS SLIDE (2017)
 MR0350
 MR0350                         *CURRENT SURVEY CONTROL
 MR0350  ______________________________________________________________________
 MR0350* NAD 83(1986) POSITION- 41 03 30.3    (N) 111 35 14.3    (W)   HD_HELD2
 MR0350* NAVD 88 ORTHO HEIGHT -  1582.994 (meters)     5193.54  (feet) ADJUSTED
 MR0350  ______________________________________________________________________
 MR0350  GEOID HEIGHT    -        -15.998 (meters)                     GEOID18
 MR0350  DYNAMIC HEIGHT  -       1581.663 (meters)     5189.17  (feet) COMP
 MR0350  MODELED GRAVITY -    979,728.2   (mgal)                       NAVD 88
 MR0350
 MR0350  VERT ORDER      -  FIRST     CLASS II
 MR0350
 MR0350.The horizontal coordinates were established by autonomous hand held GPS
 MR0350.observations and have an estimated accuracy of +/- 10 meters.
 MR0350
 MR0350.The orthometric height was determined by differential leveling and
 MR0350.adjusted by the NATIONAL GEODETIC SURVEY
 MR0350.in June 1991.
 MR0350
 MR0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0350.GEOID18 height accuracy estimate available here.
 MR0350
 MR0350.Click photographs - Photos may exist for this station.
 MR0350
 MR0350.The dynamic height is computed by dividing the NAVD 88
 MR0350.geopotential number by the normal gravity value computed on the
 MR0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0350.degrees latitude (g = 980.6199 gals.).
 MR0350
 MR0350.The modeled gravity was interpolated from observed gravity values.
 MR0350
 MR0350;                    North         East    Units  Estimated Accuracy
 MR0350;SPC UT N     - 1,080,524.      492,661.      MT  (+/- 10 meters HH2 GPS)
 MR0350
 MR0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL5065045408(NAD 83)
 MR0350
 MR0350                          SUPERSEDED SURVEY CONTROL
 MR0350
 MR0350  NGVD 29 (??/??/92) 1581.782  (m)         5189.56   (f) SUPERSEDED  1 2
 MR0350  NGVD 29 (06/08/92) 1581.871  (m)         5189.86   (f) ADJUSTED    1 2
 MR0350
 MR0350.Superseded values are not recommended for survey control.
 MR0350
 MR0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0350.See file dsdata.pdf to determine how the superseded data were derived.
 MR0350
 MR0350_MARKER: DB = BENCH MARK DISK
 MR0350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0350_SP_SET: ABUTMENT
 MR0350_STAMPING: P 135 1958
 MR0350_MARK LOGO: CGS
 MR0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0350
 MR0350  HISTORY     - Date     Condition        Report By
 MR0350  HISTORY     - 1958     MONUMENTED       CGS
 MR0350  HISTORY     - 1983     GOOD             NGS
 MR0350  HISTORY     - 20101211 GOOD             GEOCAC
 MR0350
 MR0350                          STATION DESCRIPTION
 MR0350
 MR0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0350'2.55 MI W FROM DEVILS SLIDE.
 MR0350'ABOUT 2.55 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0350'AT DEVILS SLIDE, 5 TELEPHONE POLES SOUTHWEST OF MILE POST 963, IN THE
 MR0350'TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF THE
 MR0350'SOUTHEASTERLY ONE OF TWO BRIDGES, ABOUT 0.1 MILE NORTHEAST OF THE
 MR0350'TUNNEL ENTRANCE, 7 FEET NORTHWEST OF THE NEAR RAIL, AND ABOUT 2 FEET
 MR0350'BELOW THE TRACK.
 MR0350
 MR0350                          STATION RECOVERY (1983)
 MR0350
 MR0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0350'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MR0350'FOLLOWING EXCEPTION, ADD THE SOUTH 1 OF 2 BRIDGES.
 MR0350
 MR0350                          STATION RECOVERY (2010)
 MR0350
 MR0350'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 MR0350'ACCESS VIA THE FRONTAGE ROAD AND A FISHERMAN'S TRAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0086 ***********************************************************************
 HO0086  DESIGNATION -  P 137
 HO0086  PID         -  HO0086
 HO0086  STATE/COUNTY-  UT/KANE
 HO0086  COUNTRY     -  US
 HO0086  USGS QUAD   -  JOHNSON LAKES (2017)
 HO0086
 HO0086                         *CURRENT SURVEY CONTROL
 HO0086  ______________________________________________________________________
 HO0086* NAD 83(1986) POSITION- 37 02 18.5    (N) 112 20 14.1    (W)   HD_HELD2
 HO0086* NAVD 88 ORTHO HEIGHT -  1580.308 (meters)     5184.73  (feet) ADJUSTED
 HO0086  ______________________________________________________________________
 HO0086  GEOID HEIGHT    -        -22.169 (meters)                     GEOID18
 HO0086  DYNAMIC HEIGHT  -       1578.459 (meters)     5178.66  (feet) COMP
 HO0086  MODELED GRAVITY -    979,405.6   (mgal)                       NAVD 88
 HO0086
 HO0086  VERT ORDER      -  FIRST     CLASS II
 HO0086
 HO0086.The horizontal coordinates were established by autonomous hand held GPS
 HO0086.observations and have an estimated accuracy of +/- 10 meters.
 HO0086
 HO0086.The orthometric height was determined by differential leveling and
 HO0086.adjusted by the NATIONAL GEODETIC SURVEY
 HO0086.in June 1991.
 HO0086
 HO0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0086.GEOID18 height accuracy estimate available here.
 HO0086
 HO0086.Click photographs - Photos may exist for this station.
 HO0086
 HO0086.The dynamic height is computed by dividing the NAVD 88
 HO0086.geopotential number by the normal gravity value computed on the
 HO0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0086.degrees latitude (g = 980.6199 gals.).
 HO0086
 HO0086.The modeled gravity was interpolated from observed gravity values.
 HO0086
 HO0086;                    North         East    Units  Estimated Accuracy
 HO0086;SPC UT S     - 3,041,598.      425,511.      MT  (+/- 10 meters HH2 GPS)
 HO0086
 HO0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF8107399976(NAD 83)
 HO0086
 HO0086                          SUPERSEDED SURVEY CONTROL
 HO0086
 HO0086  NGVD 29 (??/??/92) 1579.224  (m)         5181.17   (f) ADJ UNCH    1 2
 HO0086
 HO0086.Superseded values are not recommended for survey control.
 HO0086
 HO0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0086.See file dsdata.pdf to determine how the superseded data were derived.
 HO0086
 HO0086_MARKER: DB = BENCH MARK DISK
 HO0086_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0086_STAMPING: P 137 1962
 HO0086_MARK LOGO: CGS
 HO0086_PROJECTION: PROJECTING 6 CENTIMETERS
 HO0086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0086+STABILITY: POSITION/ELEVATION WELL
 HO0086_ROD/PIPE-DEPTH: 7.3 meters
 HO0086
 HO0086  HISTORY     - Date     Condition        Report By
 HO0086  HISTORY     - 1962     MONUMENTED       CGS
 HO0086  HISTORY     - 1983     GOOD             NGS
 HO0086
 HO0086                          STATION DESCRIPTION
 HO0086
 HO0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0086'11.6 MI E FROM KANAB.
 HO0086'ABOUT 11.6 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY SAINTS
 HO0086'CHURCH AT KANAB, 178 FEET NORTHEAST OF THE NORTH END OF A METAL TUBE
 HO0086'CULVERT, 125 FEET EAST OF A TELEPHONE POLE NUMBERED 195, 1 FOOT SOUTH
 HO0086'OF A FENCE, 148 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.9 FEET
 HO0086'WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 HO0086'HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 HO0086'TO A DEPTH OF 24 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 4
 HO0086'INCHES.
 HO0086
 HO0086                          STATION RECOVERY (1983)
 HO0086
 HO0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0086'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.05 KM
 HO0086'(11.25 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0086'SAINTS IN KANAB, 2.65 KM (1.65 MI) EAST OF THE T-JUNCTION OF JOHNSON
 HO0086'CANYON ROAD, 0.35 KM (0.2 MI) WEST OF MILEPOST 53, 45.1 METERS
 HO0086'(148 FT) NORTH OF THE HIGHWAY CENTERLINE, 54.2 METERS (178 FT)
 HO0086'EAST-NORTHEAST OF THE NORTH END OF A 24-INCH CORRUGATED METAL PIPE
 HO0086'CULVERT, 5.8 METERS (19 FT) EAST OF THE EAST END OF A WOODEN BRACE IN
 HO0086'THE RIGHT OF WAY FENCE, 0.3 METER (1 FT) SOUTH OF THE RIGHT OF WAY
 HO0086'FENCE.
 HO0086'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 HO0086'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0107 ***********************************************************************
 HO0107  DESIGNATION -  P 138
 HO0107  PID         -  HO0107
 HO0107  STATE/COUNTY-  UT/KANE
 HO0107  COUNTRY     -  US
 HO0107  USGS QUAD   -  EIGHTMILE PASS (2017)
 HO0107
 HO0107                         *CURRENT SURVEY CONTROL
 HO0107  ______________________________________________________________________
 HO0107* NAD 83(1986) POSITION- 37 10 05.8    (N) 112 01 52.4    (W)   HD_HELD2
 HO0107* NAVD 88 ORTHO HEIGHT -  1641.851 (meters)     5386.64  (feet) ADJUSTED
 HO0107  ______________________________________________________________________
 HO0107  GEOID HEIGHT    -        -22.197 (meters)                     GEOID18
 HO0107  DYNAMIC HEIGHT  -       1639.919 (meters)     5380.30  (feet) COMP
 HO0107  MODELED GRAVITY -    979,396.1   (mgal)                       NAVD 88
 HO0107
 HO0107  VERT ORDER      -  FIRST     CLASS II
 HO0107
 HO0107.The horizontal coordinates were established by autonomous hand held GPS
 HO0107.observations and have an estimated accuracy of +/- 10 meters.
 HO0107
 HO0107.The orthometric height was determined by differential leveling and
 HO0107.adjusted by the NATIONAL GEODETIC SURVEY
 HO0107.in June 1991.
 HO0107
 HO0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0107.GEOID18 height accuracy estimate available here.
 HO0107
 HO0107.Click photographs - Photos may exist for this station.
 HO0107
 HO0107.The dynamic height is computed by dividing the NAVD 88
 HO0107.geopotential number by the normal gravity value computed on the
 HO0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0107.degrees latitude (g = 980.6199 gals.).
 HO0107
 HO0107.The modeled gravity was interpolated from observed gravity values.
 HO0107
 HO0107;                    North         East    Units  Estimated Accuracy
 HO0107;SPC UT S     - 3,055,805.      452,819.      MT  (+/- 10 meters HH2 GPS)
 HO0107
 HO0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0844714038(NAD 83)
 HO0107
 HO0107                          SUPERSEDED SURVEY CONTROL
 HO0107
 HO0107  NGVD 29 (??/??/92) 1640.812  (m)         5383.23   (f) ADJ UNCH    1 2
 HO0107
 HO0107.Superseded values are not recommended for survey control.
 HO0107
 HO0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0107.See file dsdata.pdf to determine how the superseded data were derived.
 HO0107
 HO0107_MARKER: DB = BENCH MARK DISK
 HO0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0107_STAMPING: P 138 1962
 HO0107_MARK LOGO: CGS
 HO0107_PROJECTION: PROJECTING 10 CENTIMETERS
 HO0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0107+STABILITY: SURFACE MOTION
 HO0107
 HO0107  HISTORY     - Date     Condition        Report By
 HO0107  HISTORY     - 1962     MONUMENTED       CGS
 HO0107  HISTORY     - 1983     GOOD             NGS
 HO0107
 HO0107                          STATION DESCRIPTION
 HO0107
 HO0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0107'31.9 MI E FROM KANAB.
 HO0107'ABOUT 31.9 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY SAINTS
 HO0107'CHURCH AT KANAB, 0.45 MILE SOUTHWEST OF MILEPOST NUMBER 32, 239 FEET
 HO0107'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTHEAST OF A
 HO0107'FENCE, 1.8 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 HO0107'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 HO0107'INCHES.
 HO0107
 HO0107                          STATION RECOVERY (1983)
 HO0107
 HO0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0107'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  50.2 KM
 HO0107'(31.35 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0107'SAINTS IN KANAB, 2.15 KM (1.35 MI) SOUTHWEST OF THE CROSSING OF SAND
 HO0107'GULCH, 0.15 KM (0.1 MI) SOUTHWEST OF MILEPOST 33, 72.8 METERS (239 FT)
 HO0107'NORTHWEST OF THE HIGHWAY CENTERLINE, 67.0 METERS (220 FT) NORTH OF THE
 HO0107'WEST END OF A 36-INCH CORRUGATED METAL PIPE CULVERT, 57.9 METERS
 HO0107'(190 FT) SOUTHWEST OF THE SOUTHWEST END OF A WOODEN BRACE IN THE RIGHT
 HO0107'OF WAY FENCE, 0.6 METER (2 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 HO0107'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 HO0107'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0535 ***********************************************************************
 HN0535  DESIGNATION -  P 139
 HN0535  PID         -  HN0535
 HN0535  STATE/COUNTY-  UT/KANE
 HN0535  COUNTRY     -  US
 HN0535  USGS QUAD   -  BIG WATER (2017)
 HN0535
 HN0535                         *CURRENT SURVEY CONTROL
 HN0535  ______________________________________________________________________
 HN0535* NAD 83(1986) POSITION- 37 05 33.5    (N) 111 44 34.0    (W)   HD_HELD2
 HN0535* NAVD 88 ORTHO HEIGHT -  1375.761 (meters)     4513.64  (feet) ADJUSTED
 HN0535  ______________________________________________________________________
 HN0535  GEOID HEIGHT    -        -22.980 (meters)                     GEOID18
 HN0535  DYNAMIC HEIGHT  -       1374.183 (meters)     4508.47  (feet) COMP
 HN0535  MODELED GRAVITY -    979,436.9   (mgal)                       NAVD 88
 HN0535
 HN0535  VERT ORDER      -  FIRST     CLASS II
 HN0535
 HN0535.The horizontal coordinates were established by autonomous hand held GPS
 HN0535.observations and have an estimated accuracy of +/- 10 meters.
 HN0535
 HN0535.The orthometric height was determined by differential leveling and
 HN0535.adjusted by the NATIONAL GEODETIC SURVEY
 HN0535.in June 1991.
 HN0535
 HN0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0535.GEOID18 height accuracy estimate available here.
 HN0535
 HN0535.Click photographs - Photos may exist for this station.
 HN0535
 HN0535.The dynamic height is computed by dividing the NAVD 88
 HN0535.geopotential number by the normal gravity value computed on the
 HN0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0535.degrees latitude (g = 980.6199 gals.).
 HN0535
 HN0535.The modeled gravity was interpolated from observed gravity values.
 HN0535
 HN0535;                    North         East    Units  Estimated Accuracy
 HN0535;SPC UT S     - 3,047,304.      478,416.      MT  (+/- 10 meters HH2 GPS)
 HN0535
 HN0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG3399005407(NAD 83)
 HN0535
 HN0535                          SUPERSEDED SURVEY CONTROL
 HN0535
 HN0535  NGVD 29 (??/??/92) 1374.822  (m)         4510.56   (f) ADJ UNCH    1 2
 HN0535
 HN0535.Superseded values are not recommended for survey control.
 HN0535
 HN0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0535.See file dsdata.pdf to determine how the superseded data were derived.
 HN0535
 HN0535_MARKER: DB = BENCH MARK DISK
 HN0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0535_STAMPING: P 139 1962
 HN0535_MARK LOGO: CGS
 HN0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0535+STABILITY: SURFACE MOTION
 HN0535
 HN0535  HISTORY     - Date     Condition        Report By
 HN0535  HISTORY     - 1962     MONUMENTED       CGS
 HN0535  HISTORY     - 1983     GOOD             NGS
 HN0535
 HN0535                          STATION DESCRIPTION
 HN0535
 HN0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0535'19.7 MI NW FROM PAGE, AZ.
 HN0535'ABOUT 19.7 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 HN0535'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.1 MILE WEST OF
 HN0535'MILEPOST NUMBER 53, 137 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 HN0535'33 FEET NORTHEAST OF TELEPHONE POLE NUMBER 890, 2.5 FEET NORTH OF A
 HN0535'FENCE, 2.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE
 HN0535'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HN0535'6 INCHES.
 HN0535
 HN0535                          STATION RECOVERY (1983)
 HN0535
 HN0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0535'RECOVERED IN GOOD CONDITION.  OMIT--0.1 MI WEST OF MILEPOST 53.
 HN0535'ADD--0.1 KM (0.05 MI) EAST OF MILEPOST 12.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0216 ***********************************************************************
 JM0216  DESIGNATION -  P 14
 JM0216  PID         -  JM0216
 JM0216  STATE/COUNTY-  UT/GRAND
 JM0216  COUNTRY     -  US
 JM0216  USGS QUAD   -  CISCO (2017)
 JM0216
 JM0216                         *CURRENT SURVEY CONTROL
 JM0216  ______________________________________________________________________
 JM0216* NAD 83(1986) POSITION- 38 56 46.     (N) 109 21 46.     (W)   SCALED
 JM0216* NAVD 88 ORTHO HEIGHT -  1347.445 (meters)     4420.74  (feet) POSTED
 JM0216  ______________________________________________________________________
 JM0216  GEOID HEIGHT    -        -19.584 (meters)                     GEOID18
 JM0216  DYNAMIC HEIGHT  -       1346.10  (meters)     4416.3   (feet) COMP
 JM0216  MODELED GRAVITY -    979,587.5   (mgal)                       NAVD 88
 JM0216
 JM0216  VERT ORDER      -  * POSTED, SEE BELOW
 JM0216
 JM0216.The horizontal coordinates were scaled from a map and have
 JM0216.an estimated accuracy of +/- 6 seconds.
 JM0216
 JM0216.The orthometric height was determined by differential leveling
 JM0216.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JM0216
 JM0216.* This is a POSTED BENCH MARK height.
 JM0216
 JM0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0216.GEOID18 height accuracy estimate available here.
 JM0216
 JM0216.Click photographs - Photos may exist for this station.
 JM0216
 JM0216.The dynamic height is computed by dividing the NAVD 88
 JM0216.geopotential number by the normal gravity value computed on the
 JM0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0216.degrees latitude (g = 980.6199 gals.).
 JM0216
 JM0216.The modeled gravity was interpolated from observed gravity values.
 JM0216
 JM0216;                    North         East    Units  Estimated Accuracy
 JM0216;SPC UT C     - 2,070,250.      685,270.      MT  (+/- 180 meters Scaled)
 JM0216
 JM0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ418120(NAD 83)
 JM0216
 JM0216                          SUPERSEDED SURVEY CONTROL
 JM0216
 JM0216.No superseded survey control is available for this station.
 JM0216
 JM0216_MARKER: DB = BENCH MARK DISK
 JM0216_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JM0216_SP_SET: CULVERT HEADWALL
 JM0216_STAMPING: 4417.317 P 14 1927
 JM0216_MARK LOGO: CGS
 JM0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0216+STABILITY: SURFACE MOTION
 JM0216
 JM0216  HISTORY     - Date     Condition        Report By
 JM0216  HISTORY     - 1927     MONUMENTED       CGS
 JM0216  HISTORY     - 1957     MARK NOT FOUND   USGS
 JM0216
 JM0216                          STATION DESCRIPTION
 JM0216
 JM0216'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 JM0216'3.0 MI W FROM CISCO.
 JM0216'3.0 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JM0216'CISCO, GRAND COUNTY, AT A CONCRETE CULVERT UNDER THE TRACK, IN THE TOP
 JM0216'OF THE WEST END OF THE NORTH HEADWALL, AND 9 FEET NORTH OF THE
 JM0216'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 4417.317 P 14 1927.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0376 ***********************************************************************
 KO0376  DESIGNATION -  P 14
 KO0376  PID         -  KO0376
 KO0376  STATE/COUNTY-  UT/TOOELE
 KO0376  COUNTRY     -  US
 KO0376  USGS QUAD   -  GOSHUTE CANYON (2017)
 KO0376
 KO0376                         *CURRENT SURVEY CONTROL
 KO0376  ______________________________________________________________________
 KO0376* NAD 83(1986) POSITION- 39 57 38.     (N) 113 45 16.     (W)   SCALED
 KO0376* NAVD 88 ORTHO HEIGHT -  1377.459 (meters)     4519.21  (feet) ADJUSTED
 KO0376  ______________________________________________________________________
 KO0376  GEOID HEIGHT    -        -19.179 (meters)                     GEOID18
 KO0376  DYNAMIC HEIGHT  -       1376.261 (meters)     4515.28  (feet) COMP
 KO0376  MODELED GRAVITY -    979,708.7   (mgal)                       NAVD 88
 KO0376
 KO0376  VERT ORDER      -  SECOND    CLASS 0
 KO0376
 KO0376.The horizontal coordinates were scaled from a map and have
 KO0376.an estimated accuracy of +/- 6 seconds.
 KO0376
 KO0376.The orthometric height was determined by differential leveling and
 KO0376.adjusted by the NATIONAL GEODETIC SURVEY
 KO0376.in June 1991.
 KO0376
 KO0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0376.GEOID18 height accuracy estimate available here.
 KO0376
 KO0376.Click photographs - Photos may exist for this station.
 KO0376
 KO0376.The dynamic height is computed by dividing the NAVD 88
 KO0376.geopotential number by the normal gravity value computed on the
 KO0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0376.degrees latitude (g = 980.6199 gals.).
 KO0376
 KO0376.The modeled gravity was interpolated from observed gravity values.
 KO0376
 KO0376;                    North         East    Units  Estimated Accuracy
 KO0376;SPC UT C     - 2,183,080.      307,410.      MT  (+/- 180 meters Scaled)
 KO0376
 KO0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK647270(NAD 83)
 KO0376
 KO0376                          SUPERSEDED SURVEY CONTROL
 KO0376
 KO0376  NGVD 29 (??/??/92) 1376.423  (m)         4515.81   (f) ADJ UNCH    2 0
 KO0376
 KO0376.Superseded values are not recommended for survey control.
 KO0376
 KO0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0376.See file dsdata.pdf to determine how the superseded data were derived.
 KO0376
 KO0376_MARKER: DD = SURVEY DISK
 KO0376_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 KO0376_SP_SET: UNSPEC. ROCK
 KO0376_STAMPING: P 14 1924
 KO0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KO0376
 KO0376  HISTORY     - Date     Condition        Report By
 KO0376  HISTORY     - 1924     MONUMENTED       USGS
 KO0376  HISTORY     - 1934     GOOD             CGS
 KO0376
 KO0376                          STATION DESCRIPTION
 KO0376
 KO0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0376'4.6 MI N FROM CALLAO.
 KO0376'IN TOOELE COUNTY, 4.6 MILES NORTH ALONG THE ROAD LEADING TO GOLD HILL
 KO0376'FROM THE ROAD JUNCTION WEST OF CALLAO, 285 FEET EAST OF MR. TRIPPS
 KO0376'STONE RANCH HOUSE (KNOWN AS THE SIX MILE RANCH), 6.7 FEET WEST OF A
 KO0376'WIRE FENCE CORNER, 1 FOOT NORTH OF A FENCE, AND IN THE TOP OF A ROCK
 KO0376'PROJECTING 2 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0081 ***********************************************************************
 HN0081  DESIGNATION -  P 140
 HN0081  PID         -  HN0081
 HN0081  STATE/COUNTY-  UT/SAN JUAN
 HN0081  COUNTRY     -  US
 HN0081  USGS QUAD   -  RED HOUSE SPRING (2017)
 HN0081
 HN0081                         *CURRENT SURVEY CONTROL
 HN0081  ______________________________________________________________________
 HN0081* NAD 83(1986) POSITION- 37 29 52.     (N) 110 08 48.     (W)   SCALED
 HN0081* NAVD 88 ORTHO HEIGHT -  1648.342 (meters)     5407.94  (feet) ADJUSTED
 HN0081  ______________________________________________________________________
 HN0081  GEOID HEIGHT    -        -20.626 (meters)                     GEOID18
 HN0081  DYNAMIC HEIGHT  -       1646.469 (meters)     5401.79  (feet) COMP
 HN0081  MODELED GRAVITY -    979,436.2   (mgal)                       NAVD 88
 HN0081
 HN0081  VERT ORDER      -  FIRST     CLASS II
 HN0081
 HN0081.The horizontal coordinates were scaled from a map and have
 HN0081.an estimated accuracy of +/- 6 seconds.
 HN0081
 HN0081.The orthometric height was determined by differential leveling and
 HN0081.adjusted by the NATIONAL GEODETIC SURVEY
 HN0081.in June 1991.
 HN0081
 HN0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0081.GEOID18 height accuracy estimate available here.
 HN0081
 HN0081.Click photographs - Photos may exist for this station.
 HN0081
 HN0081.The dynamic height is computed by dividing the NAVD 88
 HN0081.geopotential number by the normal gravity value computed on the
 HN0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0081.degrees latitude (g = 980.6199 gals.).
 HN0081
 HN0081.The modeled gravity was interpolated from observed gravity values.
 HN0081
 HN0081;                    North         East    Units  Estimated Accuracy
 HN0081;SPC UT S     - 3,093,110.      619,660.      MT  (+/- 180 meters Scaled)
 HN0081
 HN0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG754504(NAD 83)
 HN0081
 HN0081                          SUPERSEDED SURVEY CONTROL
 HN0081
 HN0081  NGVD 29 (??/??/92) 1647.332  (m)         5404.62   (f) ADJ UNCH    1 2
 HN0081
 HN0081.Superseded values are not recommended for survey control.
 HN0081
 HN0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0081.See file dsdata.pdf to determine how the superseded data were derived.
 HN0081
 HN0081_MARKER: DB = BENCH MARK DISK
 HN0081_SETTING: 66 = SET IN ROCK OUTCROP
 HN0081_STAMPING: P 140 1962
 HN0081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0081+STABILITY: POSITION/ELEVATION WELL
 HN0081
 HN0081  HISTORY     - Date     Condition        Report By
 HN0081  HISTORY     - 1962     MONUMENTED       CGS
 HN0081  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0081  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0081
 HN0081                          STATION DESCRIPTION
 HN0081
 HN0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0081'21.5 MI S FROM FRY CANYON.
 HN0081'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0081'AT FRY CANYON.  THENCE 9.0 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 HN0081'127 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, ACROSS THE ROAD FROM
 HN0081'A STOCK CORRAL, 105 FEET NORTHEAST OF THE CENTERLINE OF A SHALLOW
 HN0081'WASH, 76.0 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 HN0081'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A ROCK OUTCROP FLUSH WITH
 HN0081'THE GROUND.
 HN0081
 HN0081                          STATION RECOVERY (1982)
 HN0081
 HN0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0081'MARK NOT FOUND.
 HN0081
 HN0081                          STATION RECOVERY (1982)
 HN0081
 HN0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0081'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0155 ***********************************************************************
 HN0155  DESIGNATION -  P 141
 HN0155  PID         -  HN0155
 HN0155  STATE/COUNTY-  UT/SAN JUAN
 HN0155  COUNTRY     -  US
 HN0155  USGS QUAD   -  MIKES MESA (2017)
 HN0155
 HN0155                         *CURRENT SURVEY CONTROL
 HN0155  ______________________________________________________________________
 HN0155* NAD 83(1986) POSITION- 37 18 14.     (N) 110 22 43.     (W)   SCALED
 HN0155* NAVD 88 ORTHO HEIGHT -  1168.455 (meters)     3833.51  (feet) ADJUSTED
 HN0155  ______________________________________________________________________
 HN0155  GEOID HEIGHT    -        -21.750 (meters)                     GEOID18
 HN0155  DYNAMIC HEIGHT  -       1167.197 (meters)     3829.38  (feet) COMP
 HN0155  MODELED GRAVITY -    979,514.6   (mgal)                       NAVD 88
 HN0155
 HN0155  VERT ORDER      -  FIRST     CLASS II
 HN0155
 HN0155.The horizontal coordinates were scaled from a map and have
 HN0155.an estimated accuracy of +/- 6 seconds.
 HN0155
 HN0155.The orthometric height was determined by differential leveling and
 HN0155.adjusted by the NATIONAL GEODETIC SURVEY
 HN0155.in June 1991.
 HN0155
 HN0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0155.GEOID18 height accuracy estimate available here.
 HN0155
 HN0155.Click photographs - Photos may exist for this station.
 HN0155
 HN0155.The dynamic height is computed by dividing the NAVD 88
 HN0155.geopotential number by the normal gravity value computed on the
 HN0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0155.degrees latitude (g = 980.6199 gals.).
 HN0155
 HN0155.The modeled gravity was interpolated from observed gravity values.
 HN0155
 HN0155;                    North         East    Units  Estimated Accuracy
 HN0155;SPC UT S     - 3,071,320.      599,410.      MT  (+/- 180 meters Scaled)
 HN0155
 HN0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG550287(NAD 83)
 HN0155
 HN0155                          SUPERSEDED SURVEY CONTROL
 HN0155
 HN0155  NGVD 29 (??/??/92) 1167.572  (m)         3830.61   (f) ADJ UNCH    1 2
 HN0155
 HN0155.Superseded values are not recommended for survey control.
 HN0155
 HN0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0155.See file dsdata.pdf to determine how the superseded data were derived.
 HN0155
 HN0155_MARKER: DB = BENCH MARK DISK
 HN0155_SETTING: 66 = SET IN ROCK OUTCROP
 HN0155_STAMPING: P 141 1962
 HN0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0155+STABILITY: POSITION/ELEVATION WELL
 HN0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0155+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2012
 HN0155
 HN0155  HISTORY     - Date     Condition        Report By
 HN0155  HISTORY     - 1962     MONUMENTED       CGS
 HN0155  HISTORY     - 20120906 GOOD             GEOCAC
 HN0155
 HN0155                          STATION DESCRIPTION
 HN0155
 HN0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0155'42.6 MI S FROM FRY CANYON.
 HN0155'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH STATE HIGHWAY 95 FROM THE POST
 HN0155'OFFICE AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT
 HN0155'ROAD.  THENCE 10.6 MILES SOUTHWEST ALONG A BULLDOZED ROAD LEADING TO
 HN0155'THE SAN JUAN RIVER, 145 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 HN0155'34 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF
 HN0155'THE ROAD, AND SET IN THE TOP OF A LARGE FLAT ROCK OUTCROP WHICH IS
 HN0155'FLUSH WITH THE GROUND.
 HN0155
 HN0155                          STATION RECOVERY (2012)
 HN0155
 HN0155'RECOVERY NOTE BY GEOCACHING 2012 (BA)
 HN0155'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0179 ***********************************************************************
 HN0179  DESIGNATION -  P 142
 HN0179  PID         -  HN0179
 HN0179  STATE/COUNTY-  UT/SAN JUAN
 HN0179  COUNTRY     -  US
 HN0179  USGS QUAD   -  GOULDING (2017)
 HN0179
 HN0179                         *CURRENT SURVEY CONTROL
 HN0179  ______________________________________________________________________
 HN0179* NAD 83(1986) POSITION- 37 00 32.     (N) 110 11 04.     (W)   SCALED
 HN0179* NAVD 88 ORTHO HEIGHT -  1585.555 (meters)     5201.94  (feet) ADJUSTED
 HN0179  ______________________________________________________________________
 HN0179  GEOID HEIGHT    -        -20.941 (meters)                     GEOID18
 HN0179  DYNAMIC HEIGHT  -       1583.737 (meters)     5195.98  (feet) COMP
 HN0179  MODELED GRAVITY -    979,428.2   (mgal)                       NAVD 88
 HN0179
 HN0179  VERT ORDER      -  FIRST     CLASS II
 HN0179
 HN0179.The horizontal coordinates were scaled from a map and have
 HN0179.an estimated accuracy of +/- 6 seconds.
 HN0179
 HN0179.The orthometric height was determined by differential leveling and
 HN0179.adjusted by the NATIONAL GEODETIC SURVEY
 HN0179.in June 1991.
 HN0179
 HN0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0179.GEOID18 height accuracy estimate available here.
 HN0179
 HN0179.Click photographs - Photos may exist for this station.
 HN0179
 HN0179.The dynamic height is computed by dividing the NAVD 88
 HN0179.geopotential number by the normal gravity value computed on the
 HN0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0179.degrees latitude (g = 980.6199 gals.).
 HN0179
 HN0179.The modeled gravity was interpolated from observed gravity values.
 HN0179
 HN0179;                    North         East    Units  Estimated Accuracy
 HN0179;SPC UT S     - 3,038,810.      617,090.      MT  (+/- 180 meters Scaled)
 HN0179
 HN0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF725961(NAD 83)
 HN0179
 HN0179                          SUPERSEDED SURVEY CONTROL
 HN0179
 HN0179  NGVD 29 (??/??/92) 1584.653  (m)         5198.98   (f) ADJ UNCH    1 2
 HN0179
 HN0179.Superseded values are not recommended for survey control.
 HN0179
 HN0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0179.See file dsdata.pdf to determine how the superseded data were derived.
 HN0179
 HN0179_MARKER: DB = BENCH MARK DISK
 HN0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0179_STAMPING: P 142 1962
 HN0179_MARK LOGO: CGS
 HN0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0179+STABILITY: SURFACE MOTION
 HN0179
 HN0179  HISTORY     - Date     Condition        Report By
 HN0179  HISTORY     - 1962     MONUMENTED       CGS
 HN0179  HISTORY     - 1983     GOOD             NGS
 HN0179
 HN0179                          STATION DESCRIPTION
 HN0179
 HN0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0179'1.1 MI E FROM GOULDING TR. POST.
 HN0179'ABOUT 1.1 MILES EAST ALONG A DIRT ROAD FROM GOULDINGS TRADING POST IN
 HN0179'UTAH, 88 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 22 FEET
 HN0179'SOUTHEAST OF THE CENTERLINE OF A TRACK ROAD, 3 FEET SOUTHEAST OF A
 HN0179'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 HN0179'INCHES.
 HN0179
 HN0179                          STATION RECOVERY (1983)
 HN0179
 HN0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0179'RECOVERED IN GOOD CONDITION, NOT LEVELED DURING THIS SURVEY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0551 ***********************************************************************
 HN0551  DESIGNATION -  P 143
 HN0551  PID         -  HN0551
 HN0551  STATE/COUNTY-  UT/KANE
 HN0551  COUNTRY     -  US
 HN0551  USGS QUAD   -  LONE ROCK (2017)
 HN0551
 HN0551                         *CURRENT SURVEY CONTROL
 HN0551  ______________________________________________________________________
 HN0551* NAD 83(1986) POSITION- 37 02 42.     (N) 111 35 48.     (W)   SCALED
 HN0551* NAVD 88 ORTHO HEIGHT -  1121.909 (meters)     3680.80  (feet) ADJUSTED
 HN0551  ______________________________________________________________________
 HN0551  GEOID HEIGHT    -        -23.354 (meters)                     GEOID18
 HN0551  DYNAMIC HEIGHT  -       1120.649 (meters)     3676.66  (feet) COMP
 HN0551  MODELED GRAVITY -    979,470.5   (mgal)                       NAVD 88
 HN0551
 HN0551  VERT ORDER      -  FIRST     CLASS II
 HN0551
 HN0551.The horizontal coordinates were scaled from a map and have
 HN0551.an estimated accuracy of +/- 6 seconds.
 HN0551
 HN0551.The orthometric height was determined by differential leveling and
 HN0551.adjusted by the NATIONAL GEODETIC SURVEY
 HN0551.in June 1991.
 HN0551
 HN0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0551.GEOID18 height accuracy estimate available here.
 HN0551
 HN0551.Click photographs - Photos may exist for this station.
 HN0551
 HN0551.The dynamic height is computed by dividing the NAVD 88
 HN0551.geopotential number by the normal gravity value computed on the
 HN0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0551.degrees latitude (g = 980.6199 gals.).
 HN0551
 HN0551.The modeled gravity was interpolated from observed gravity values.
 HN0551
 HN0551;                    North         East    Units  Estimated Accuracy
 HN0551;SPC UT S     - 3,041,990.      491,400.      MT  (+/- 180 meters Scaled)
 HN0551
 HN0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG469000(NAD 83)
 HN0551
 HN0551                          SUPERSEDED SURVEY CONTROL
 HN0551
 HN0551  NGVD 29 (??/??/92) 1121.005  (m)         3677.83   (f) ADJ UNCH    1 2
 HN0551
 HN0551.Superseded values are not recommended for survey control.
 HN0551
 HN0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0551.See file dsdata.pdf to determine how the superseded data were derived.
 HN0551
 HN0551_MARKER: DB = BENCH MARK DISK
 HN0551_SETTING: 66 = SET IN ROCK OUTCROP
 HN0551_STAMPING: P 143 1962
 HN0551_MARK LOGO: CGS
 HN0551_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0551+STABILITY: POSITION/ELEVATION WELL
 HN0551
 HN0551  HISTORY     - Date     Condition        Report By
 HN0551  HISTORY     - 1962     MONUMENTED       CGS
 HN0551  HISTORY     - 1977     MARK NOT FOUND   USGS
 HN0551  HISTORY     - 1977     MARK NOT FOUND   USGS
 HN0551
 HN0551                          STATION DESCRIPTION
 HN0551
 HN0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0551'14.0 MI NW FROM PAGE, AZ.
 HN0551'ABOUT 11.6 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 HN0551'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 1.1 MILES EAST
 HN0551'ALONG A DIRT ROAD AND ACROSS WAHWEAP CREEK TO THE NORTHEAST BANK OF
 HN0551'WAHWEAP CREEK.  THENCE 1.3 MILES EAST ALONG THE NORTHEAST CANYON WALL
 HN0551'OF WAHWEAP CREEK, ABOUT 0.3 MILE NORTH-NORTHWEST OF A METAL WINDMILL
 HN0551'AND A CORRAL, 15.6 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 1/2
 HN0551'FEET ABOVE THE LEVEL OF THE GROUND, AND SET IN THE BASE OF A SOLID
 HN0551'ROCK CLIFF.
 HN0551
 HN0551                          STATION RECOVERY (1977)
 HN0551
 HN0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0551'MARK NOT FOUND.
 HN0551
 HN0551                          STATION RECOVERY (1977)
 HN0551
 HN0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0551'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0400 ***********************************************************************
 HN0400  DESIGNATION -  P 144
 HN0400  PID         -  HN0400
 HN0400  STATE/COUNTY-  UT/KANE
 HN0400  COUNTRY     -  US
 HN0400  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0400
 HN0400                         *CURRENT SURVEY CONTROL
 HN0400  ______________________________________________________________________
 HN0400* NAD 83(1986) POSITION- 37 03 15.     (N) 111 25 49.     (W)   SCALED
 HN0400* NAVD 88 ORTHO HEIGHT -  1136.787 (meters)     3729.61  (feet) ADJUSTED
 HN0400  ______________________________________________________________________
 HN0400  GEOID HEIGHT    -        -23.401 (meters)                     GEOID18
 HN0400  DYNAMIC HEIGHT  -       1135.497 (meters)     3725.38  (feet) COMP
 HN0400  MODELED GRAVITY -    979,459.0   (mgal)                       NAVD 88
 HN0400
 HN0400  VERT ORDER      -  FIRST     CLASS II
 HN0400
 HN0400.The horizontal coordinates were scaled from a map and have
 HN0400.an estimated accuracy of +/- 6 seconds.
 HN0400
 HN0400.The orthometric height was determined by differential leveling and
 HN0400.adjusted by the NATIONAL GEODETIC SURVEY
 HN0400.in June 1991.
 HN0400
 HN0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0400.GEOID18 height accuracy estimate available here.
 HN0400
 HN0400.Click photographs - Photos may exist for this station.
 HN0400
 HN0400.The dynamic height is computed by dividing the NAVD 88
 HN0400.geopotential number by the normal gravity value computed on the
 HN0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0400.degrees latitude (g = 980.6199 gals.).
 HN0400
 HN0400.The modeled gravity was interpolated from observed gravity values.
 HN0400
 HN0400;                    North         East    Units  Estimated Accuracy
 HN0400;SPC UT S     - 3,043,010.      506,200.      MT  (+/- 180 meters Scaled)
 HN0400
 HN0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG617009(NAD 83)
 HN0400
 HN0400                          SUPERSEDED SURVEY CONTROL
 HN0400
 HN0400  NGVD 29 (??/??/92) 1135.879  (m)         3726.63   (f) ADJ UNCH    1 2
 HN0400
 HN0400.Superseded values are not recommended for survey control.
 HN0400
 HN0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0400.See file dsdata.pdf to determine how the superseded data were derived.
 HN0400
 HN0400_MARKER: DB = BENCH MARK DISK
 HN0400_SETTING: 66 = SET IN ROCK OUTCROP
 HN0400_STAMPING: P 144 1962
 HN0400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0400+STABILITY: POSITION/ELEVATION WELL
 HN0400
 HN0400  HISTORY     - Date     Condition        Report By
 HN0400  HISTORY     - 1962     MONUMENTED       CGS
 HN0400
 HN0400                          STATION DESCRIPTION
 HN0400
 HN0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0400'17.3 MI SE FROM GLEN CANYON CITY.
 HN0400'ABOUT 10.3 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0400'SERVICE STATION ON U.S. HIGHWAY 89 AT GLEN CANYON CITY.  THENCE 7.0
 HN0400'MILES SOUTHEAST ACROSS COUNTRY.  ABOUT 0.1 MILE NORTHWEST OF THE
 HN0400'NORTHWEST RIM OF A CANYON, ABOUT 0.1 MILE SOUTHEAST OF THE FOOT OF A
 HN0400'CLIFF, SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS 15 FEET, 100
 HN0400'YARDS EAST OF A SECTION CORNER POST STAMPED S 11 S 12 S 14 S 13 T 43 S
 HN0400'R 4 E, AND 74.0 FEET SOUTHWEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0482 ***********************************************************************
 HN0482  DESIGNATION -  P 145
 HN0482  PID         -  HN0482
 HN0482  STATE/COUNTY-  UT/KANE
 HN0482  COUNTRY     -  US
 HN0482  USGS QUAD   -  SOONER BENCH (2017)
 HN0482
 HN0482                         *CURRENT SURVEY CONTROL
 HN0482  ______________________________________________________________________
 HN0482* NAD 83(1986) POSITION- 37 15 48.0    (N) 111 00 28.0    (W)   HD_HELD2
 HN0482* NAVD 88 ORTHO HEIGHT -  1347.571 (meters)     4421.16  (feet) ADJUSTED
 HN0482  ______________________________________________________________________
 HN0482  GEOID HEIGHT    -        -22.675 (meters)                     GEOID18
 HN0482  DYNAMIC HEIGHT  -       1345.930 (meters)     4415.77  (feet) COMP
 HN0482  MODELED GRAVITY -    979,368.8   (mgal)                       NAVD 88
 HN0482
 HN0482  VERT ORDER      -  FIRST     CLASS II
 HN0482
 HN0482.The horizontal coordinates were established by autonomous hand held GPS
 HN0482.observations and have an estimated accuracy of +/- 10 meters.
 HN0482
 HN0482.The orthometric height was determined by differential leveling and
 HN0482.adjusted by the NATIONAL GEODETIC SURVEY
 HN0482.in June 1991.
 HN0482
 HN0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0482.GEOID18 height accuracy estimate available here.
 HN0482
 HN0482.Click photographs - Photos may exist for this station.
 HN0482
 HN0482.The dynamic height is computed by dividing the NAVD 88
 HN0482.geopotential number by the normal gravity value computed on the
 HN0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0482.degrees latitude (g = 980.6199 gals.).
 HN0482
 HN0482.The modeled gravity was interpolated from observed gravity values.
 HN0482
 HN0482;                    North         East    Units  Estimated Accuracy
 HN0482;SPC UT S     - 3,066,335.      543,661.      MT  (+/- 10 meters HH2 GPS)
 HN0482
 HN0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG9931024085(NAD 83)
 HN0482
 HN0482                          SUPERSEDED SURVEY CONTROL
 HN0482
 HN0482  NGVD 29 (??/??/92) 1346.466  (m)         4417.53   (f) ADJ UNCH    1 2
 HN0482
 HN0482.Superseded values are not recommended for survey control.
 HN0482
 HN0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0482.See file dsdata.pdf to determine how the superseded data were derived.
 HN0482
 HN0482_MARKER: DB = BENCH MARK DISK
 HN0482_SETTING: 66 = SET IN ROCK OUTCROP
 HN0482_STAMPING: P 145 1962
 HN0482_MARK LOGO: CGS
 HN0482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0482+STABILITY: POSITION/ELEVATION WELL
 HN0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HN0482+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2024
 HN0482
 HN0482  HISTORY     - Date     Condition        Report By
 HN0482  HISTORY     - 1962     MONUMENTED       CGS
 HN0482  HISTORY     - 1963     GOOD             CGS
 HN0482  HISTORY     - 20241021 GOOD             LOCSUR
 HN0482
 HN0482                          STATION DESCRIPTION
 HN0482
 HN0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0482'52.9 MI SE FROM ESCALANTE.
 HN0482'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0482'AT ESCALANTE, THENCE 47.7 MILES SOUTHEAST ALONG A DIRT ROAD, THENCE
 HN0482'0.2 MILE SOUTH ALONG A DIRT ROAD, IN THE BASE OF A LARGE SANDSTONE
 HN0482'FORMATION, 30 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CABIN, 4.0
 HN0482'FEET EAST OF A WITNESS POST, ABOUT 2.0 FEET ABOVE THE GROUND, 7.9
 HN0482'MILES WEST OF HOLE-IN-THE-ROCK.
 HN0482
 HN0482                          STATION RECOVERY (2024)
 HN0482
 HN0482'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2024 (TPF)
 HN0482'THE MARK IS OBSTRUCTED TO THE SOUTH BY MASSIVE SANDSTONE BLUFF.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0266 ***********************************************************************
 HN0266  DESIGNATION -  P 146
 HN0266  PID         -  HN0266
 HN0266  STATE/COUNTY-  UT/KANE
 HN0266  COUNTRY     -  US
 HN0266  USGS QUAD   -  NASJA MESA (2017)
 HN0266
 HN0266                         *CURRENT SURVEY CONTROL
 HN0266  ______________________________________________________________________
 HN0266* NAD 83(1986) POSITION- 37 14 01.     (N) 110 56 35.     (W)   SCALED
 HN0266* NAVD 88 ORTHO HEIGHT -  1219.034 (meters)     3999.45  (feet) ADJUSTED
 HN0266  ______________________________________________________________________
 HN0266  GEOID HEIGHT    -        -22.760 (meters)                     GEOID18
 HN0266  DYNAMIC HEIGHT  -       1217.627 (meters)     3994.83  (feet) COMP
 HN0266  MODELED GRAVITY -    979,436.4   (mgal)                       NAVD 88
 HN0266
 HN0266  VERT ORDER      -  FIRST     CLASS II
 HN0266
 HN0266.The horizontal coordinates were scaled from a map and have
 HN0266.an estimated accuracy of +/- 6 seconds.
 HN0266
 HN0266.The orthometric height was determined by differential leveling and
 HN0266.adjusted by the NATIONAL GEODETIC SURVEY
 HN0266.in June 1991.
 HN0266
 HN0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0266.GEOID18 height accuracy estimate available here.
 HN0266
 HN0266.Click photographs - Photos may exist for this station.
 HN0266
 HN0266.The dynamic height is computed by dividing the NAVD 88
 HN0266.geopotential number by the normal gravity value computed on the
 HN0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0266.degrees latitude (g = 980.6199 gals.).
 HN0266
 HN0266.The modeled gravity was interpolated from observed gravity values.
 HN0266
 HN0266;                    North         East    Units  Estimated Accuracy
 HN0266;SPC UT S     - 3,063,070.      549,420.      MT  (+/- 180 meters Scaled)
 HN0266
 HN0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG050207(NAD 83)
 HN0266
 HN0266                          SUPERSEDED SURVEY CONTROL
 HN0266
 HN0266  NGVD 29 (??/??/92) 1218.016  (m)         3996.11   (f) ADJ UNCH    1 2
 HN0266
 HN0266.Superseded values are not recommended for survey control.
 HN0266
 HN0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0266.See file dsdata.pdf to determine how the superseded data were derived.
 HN0266
 HN0266_MARKER: DB = BENCH MARK DISK
 HN0266_SETTING: 66 = SET IN ROCK OUTCROP
 HN0266_STAMPING: P 146 1962
 HN0266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0266+STABILITY: POSITION/ELEVATION WELL
 HN0266
 HN0266  HISTORY     - Date     Condition        Report By
 HN0266  HISTORY     - 1962     MONUMENTED       CGS
 HN0266
 HN0266                          STATION DESCRIPTION
 HN0266
 HN0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0266'5.45 MI SW FROM HOLE-IN-THE-ROCK.
 HN0266'5.45 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK. ABOUT
 HN0266'0.4 MILE SOUTH OF LIEWELLYN GULCH, ON THE WEST SIDE OF A WASH WHICH
 HN0266'HAS A FLAT ROCK BOTTOM, SET IN THE TOP OF A SANDSTONE OUTCROP WHICH IS
 HN0266'3 1/2 FEET NORTH OF THE SLOPE OF A STEEP HILL, 45.0 FEET
 HN0266'SOUTH-SOUTHWEST OF A METAL WITNESS POST, AND ABOUT 35 FEET ABOVE THE
 HN0266'BOTTOM OF THE WASH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0258 ***********************************************************************
 HN0258  DESIGNATION -  P 147
 HN0258  PID         -  HN0258
 HN0258  STATE/COUNTY-  UT/SAN JUAN
 HN0258  COUNTRY     -  US
 HN0258  USGS QUAD   -  NOKAI DOME (2017)
 HN0258
 HN0258                         *CURRENT SURVEY CONTROL
 HN0258  ______________________________________________________________________
 HN0258* NAD 83(1986) POSITION- 37 22 24.     (N) 110 32 23.     (W)   SCALED
 HN0258* NAVD 88 ORTHO HEIGHT -  1438.920 (meters)     4720.86  (feet) ADJUSTED
 HN0258  ______________________________________________________________________
 HN0258  GEOID HEIGHT    -        -22.147 (meters)                     GEOID18
 HN0258  DYNAMIC HEIGHT  -       1437.251 (meters)     4715.38  (feet) COMP
 HN0258  MODELED GRAVITY -    979,421.3   (mgal)                       NAVD 88
 HN0258
 HN0258  VERT ORDER      -  FIRST     CLASS II
 HN0258
 HN0258.The horizontal coordinates were scaled from a map and have
 HN0258.an estimated accuracy of +/- 6 seconds.
 HN0258
 HN0258.The orthometric height was determined by differential leveling and
 HN0258.adjusted by the NATIONAL GEODETIC SURVEY
 HN0258.in June 1991.
 HN0258
 HN0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0258.GEOID18 height accuracy estimate available here.
 HN0258
 HN0258.Click photographs - Photos may exist for this station.
 HN0258
 HN0258.The dynamic height is computed by dividing the NAVD 88
 HN0258.geopotential number by the normal gravity value computed on the
 HN0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0258.degrees latitude (g = 980.6199 gals.).
 HN0258
 HN0258.The modeled gravity was interpolated from observed gravity values.
 HN0258
 HN0258;                    North         East    Units  Estimated Accuracy
 HN0258;SPC UT S     - 3,078,870.      585,050.      MT  (+/- 180 meters Scaled)
 HN0258
 HN0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG407363(NAD 83)
 HN0258
 HN0258                          SUPERSEDED SURVEY CONTROL
 HN0258
 HN0258  NGVD 29 (??/??/92) 1437.877  (m)         4717.43   (f) ADJ UNCH    1 2
 HN0258
 HN0258.Superseded values are not recommended for survey control.
 HN0258
 HN0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0258.See file dsdata.pdf to determine how the superseded data were derived.
 HN0258
 HN0258_MARKER: DB = BENCH MARK DISK
 HN0258_SETTING: 66 = SET IN ROCK OUTCROP
 HN0258_STAMPING: P 147 1962
 HN0258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0258+STABILITY: POSITION/ELEVATION WELL
 HN0258
 HN0258  HISTORY     - Date     Condition        Report By
 HN0258  HISTORY     - 1962     MONUMENTED       CGS
 HN0258
 HN0258                          STATION DESCRIPTION
 HN0258
 HN0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0258'50.9 MI SW FROM FRY CANYON.
 HN0258'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0258'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0258'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0258'SOUTHWEST ALONG A GRADED DIRT ROAD TO A ROAD JUNCTION AND AN ABANDONED
 HN0258'ARMY HALF-TRACK.  65 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE
 HN0258'GRADED DIRT ROAD, 85 FEET EAST OF THE CENTER OF THE ROAD JUNCTION, SET
 HN0258'IN THE TOP AND NEAR THE SOUTH SIDE OF A LARGE SANDSTONE OUTCROP WHICH
 HN0258'IS FLUSH WITH THE GROUND, 22.0 FEET NORTHEAST OF A METAL WITNESS POST,
 HN0258'AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0297 ***********************************************************************
 HN0297  DESIGNATION -  P 148
 HN0297  PID         -  HN0297
 HN0297  STATE/COUNTY-  UT/SAN JUAN
 HN0297  COUNTRY     -  US
 HN0297  USGS QUAD   -  HALLS CROSSING (2017)
 HN0297
 HN0297                         *CURRENT SURVEY CONTROL
 HN0297  ______________________________________________________________________
 HN0297* NAD 83(1986) POSITION- 37 27 27.     (N) 110 38 19.     (W)   SCALED
 HN0297* NAVD 88 ORTHO HEIGHT -  1245.577 (meters)     4086.53  (feet) ADJUSTED
 HN0297  ______________________________________________________________________
 HN0297  GEOID HEIGHT    -        -22.395 (meters)                     GEOID18
 HN0297  DYNAMIC HEIGHT  -       1244.192 (meters)     4081.99  (feet) COMP
 HN0297  MODELED GRAVITY -    979,476.5   (mgal)                       NAVD 88
 HN0297
 HN0297  VERT ORDER      -  FIRST     CLASS II
 HN0297
 HN0297.The horizontal coordinates were scaled from a map and have
 HN0297.an estimated accuracy of +/- 6 seconds.
 HN0297
 HN0297.The orthometric height was determined by differential leveling and
 HN0297.adjusted by the NATIONAL GEODETIC SURVEY
 HN0297.in June 1991.
 HN0297
 HN0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0297.GEOID18 height accuracy estimate available here.
 HN0297
 HN0297.Click photographs - Photos may exist for this station.
 HN0297
 HN0297.The dynamic height is computed by dividing the NAVD 88
 HN0297.geopotential number by the normal gravity value computed on the
 HN0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0297.degrees latitude (g = 980.6199 gals.).
 HN0297
 HN0297.The modeled gravity was interpolated from observed gravity values.
 HN0297
 HN0297;                    North         East    Units  Estimated Accuracy
 HN0297;SPC UT S     - 3,088,120.      576,210.      MT  (+/- 180 meters Scaled)
 HN0297
 HN0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG319456(NAD 83)
 HN0297
 HN0297                          SUPERSEDED SURVEY CONTROL
 HN0297
 HN0297  NGVD 29 (??/??/92) 1244.569  (m)         4083.22   (f) ADJ UNCH    1 2
 HN0297
 HN0297.Superseded values are not recommended for survey control.
 HN0297
 HN0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0297.See file dsdata.pdf to determine how the superseded data were derived.
 HN0297
 HN0297_MARKER: DB = BENCH MARK DISK
 HN0297_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0297_STAMPING: P 148 1962
 HN0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0297
 HN0297  HISTORY     - Date     Condition        Report By
 HN0297  HISTORY     - 1962     MONUMENTED       CGS
 HN0297
 HN0297                          STATION DESCRIPTION
 HN0297
 HN0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0297'58.15 MI SW FROM FRY CANYON.
 HN0297'12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE AT FRY
 HN0297'CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD. THENCE
 HN0297'15.0 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH CLAY HILLS
 HN0297'DIVIDE.  THENCE 11.15 MILES NORTHWEST ALONG A BULLDOZED ROAD LEADING
 HN0297'TO HALLS CROSSING ON THE COLORADO RIVER, 18.65 MILES WEST OF GREEN
 HN0297'WATER SPRING, 0.2 MILE SOUTHWEST OF A CURVE IN THE BULLDOZED ROAD, 40
 HN0297'FEET SOUTHEAST OF THE CENTERLINE OF THE BULLDOZED ROAD, 1.8 FEET
 HN0297'SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 HN0297'ROAD, AND A DISK BRAZED ON THE TOP OF 3-INCH IRON PIPE PROJECTING
 HN0297'ABOUT 14 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0234 ***********************************************************************
 HN0234  DESIGNATION -  P 149
 HN0234  PID         -  HN0234
 HN0234  STATE/COUNTY-  UT/SAN JUAN
 HN0234  COUNTRY     -  US
 HN0234  USGS QUAD   -  ALCOVE CANYON (2017)
 HN0234
 HN0234                         *CURRENT SURVEY CONTROL
 HN0234  ______________________________________________________________________
 HN0234* NAD 83(1986) POSITION- 37 17 21.     (N) 110 41 21.     (W)   SCALED
 HN0234* NAVD 88 ORTHO HEIGHT -  1413.142 (meters)     4636.28  (feet) ADJUSTED
 HN0234  ______________________________________________________________________
 HN0234  GEOID HEIGHT    -        -22.451 (meters)                     GEOID18
 HN0234  DYNAMIC HEIGHT  -       1411.553 (meters)     4631.07  (feet) COMP
 HN0234  MODELED GRAVITY -    979,457.3   (mgal)                       NAVD 88
 HN0234
 HN0234  VERT ORDER      -  FIRST     CLASS II
 HN0234
 HN0234.The horizontal coordinates were scaled from a map and have
 HN0234.an estimated accuracy of +/- 6 seconds.
 HN0234
 HN0234.The orthometric height was determined by differential leveling and
 HN0234.adjusted by the NATIONAL GEODETIC SURVEY
 HN0234.in June 1991.
 HN0234
 HN0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0234.GEOID18 height accuracy estimate available here.
 HN0234
 HN0234.Click photographs - Photos may exist for this station.
 HN0234
 HN0234.The dynamic height is computed by dividing the NAVD 88
 HN0234.geopotential number by the normal gravity value computed on the
 HN0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0234.degrees latitude (g = 980.6199 gals.).
 HN0234
 HN0234.The modeled gravity was interpolated from observed gravity values.
 HN0234
 HN0234;                    North         East    Units  Estimated Accuracy
 HN0234;SPC UT S     - 3,069,400.      571,900.      MT  (+/- 180 meters Scaled)
 HN0234
 HN0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG275269(NAD 83)
 HN0234
 HN0234                          SUPERSEDED SURVEY CONTROL
 HN0234
 HN0234  NGVD 29 (??/??/92) 1412.163  (m)         4633.07   (f) ADJ UNCH    1 2
 HN0234
 HN0234.Superseded values are not recommended for survey control.
 HN0234
 HN0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0234.See file dsdata.pdf to determine how the superseded data were derived.
 HN0234
 HN0234_MARKER: DB = BENCH MARK DISK
 HN0234_SETTING: 66 = SET IN ROCK OUTCROP
 HN0234_STAMPING: P 149 1962
 HN0234_MARK LOGO: CGS
 HN0234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0234+STABILITY: POSITION/ELEVATION WELL
 HN0234
 HN0234  HISTORY     - Date     Condition        Report By
 HN0234  HISTORY     - 1962     MONUMENTED       CGS
 HN0234  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0234  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0234
 HN0234                          STATION DESCRIPTION
 HN0234
 HN0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0234'67.35 MI SW FROM FRY CANYON.
 HN0234'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0234'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0234'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0234'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0234'TRAIL ROAD.  THENCE 12.75 MILES SOUTHWEST ALONG A TRAIL ROAD.  0.5
 HN0234'MILE SOUTHWEST OF THE CROSSING OF THE ROAD AND THE HEAD OF A CANYON,
 HN0234'0.3 MILE NORTH-NORTHEAST OF THE NORTH EDGE OF WILSON MESA, 28 1/2 FEET
 HN0234'NORTH OF THE CENTER LINE OF THE ROAD WHICH IS MARKED WITH WHITE PAINT
 HN0234'THROUGH AN AREA OF SOLID ROCK, SET ON THE TOP OF A LOAF SHAPED
 HN0234'SANDSTONE OUTCROP WHICH OVERLOOKS A CANYON TO THE NORTH-NORTHEAST, 2.0
 HN0234'FEET SOUTHEAST OF A CAIRN, AND ABOUT LEVEL WITH THE ROAD.
 HN0234
 HN0234                          STATION RECOVERY (1982)
 HN0234
 HN0234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0234'MARK NOT FOUND.
 HN0234
 HN0234                          STATION RECOVERY (1982)
 HN0234
 HN0234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0234'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0374 ***********************************************************************
 KO0374  DESIGNATION -  P 15
 KO0374  PID         -  KO0374
 KO0374  STATE/COUNTY-  UT/TOOELE
 KO0374  COUNTRY     -  US
 KO0374  USGS QUAD   -  CALLAO (2017)
 KO0374
 KO0374                         *CURRENT SURVEY CONTROL
 KO0374  ______________________________________________________________________
 KO0374* NAD 83(1986) POSITION- 39 55 12.     (N) 113 43 58.     (W)   SCALED
 KO0374* NAVD 88 ORTHO HEIGHT -  1331.059 (meters)     4366.98  (feet) ADJUSTED
 KO0374  ______________________________________________________________________
 KO0374  GEOID HEIGHT    -        -19.324 (meters)                     GEOID18
 KO0374  DYNAMIC HEIGHT  -       1329.909 (meters)     4363.21  (feet) COMP
 KO0374  MODELED GRAVITY -    979,715.9   (mgal)                       NAVD 88
 KO0374
 KO0374  VERT ORDER      -  SECOND    CLASS 0
 KO0374
 KO0374.The horizontal coordinates were scaled from a map and have
 KO0374.an estimated accuracy of +/- 6 seconds.
 KO0374
 KO0374.The orthometric height was determined by differential leveling and
 KO0374.adjusted by the NATIONAL GEODETIC SURVEY
 KO0374.in June 1991.
 KO0374
 KO0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0374.GEOID18 height accuracy estimate available here.
 KO0374
 KO0374.Click photographs - Photos may exist for this station.
 KO0374
 KO0374.The dynamic height is computed by dividing the NAVD 88
 KO0374.geopotential number by the normal gravity value computed on the
 KO0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0374.degrees latitude (g = 980.6199 gals.).
 KO0374
 KO0374.The modeled gravity was interpolated from observed gravity values.
 KO0374
 KO0374;                    North         East    Units  Estimated Accuracy
 KO0374;SPC UT C     - 2,178,530.      309,150.      MT  (+/- 180 meters Scaled)
 KO0374
 KO0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK664224(NAD 83)
 KO0374
 KO0374                          SUPERSEDED SURVEY CONTROL
 KO0374
 KO0374  NGVD 29 (??/??/92) 1330.035  (m)         4363.62   (f) ADJ UNCH    2 0
 KO0374
 KO0374.Superseded values are not recommended for survey control.
 KO0374
 KO0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0374.See file dsdata.pdf to determine how the superseded data were derived.
 KO0374
 KO0374_MARKER: DD = SURVEY DISK
 KO0374_SETTING: 80 = SET IN A BOULDER
 KO0374_STAMPING: P 15 1924
 KO0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0374+STABILITY: SURFACE MOTION
 KO0374
 KO0374  HISTORY     - Date     Condition        Report By
 KO0374  HISTORY     - 1924     MONUMENTED       USGS
 KO0374  HISTORY     - 1934     GOOD             CGS
 KO0374
 KO0374                          STATION DESCRIPTION
 KO0374
 KO0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0374'1.3 MI N FROM CALLAO.
 KO0374'IN TOOELE COUNTY, 1.3 MILES NORTH ALONG THE ROAD LEADING TO GOLD HILL
 KO0374'FROM THE ROAD JUNCTION WEST OF CALLAO, 24 FEET EAST OF THE CENTER LINE
 KO0374'OF THE ROAD, AND IN THE TOP OF AN 0.8 BY 1.0 FOOT GRAY GRANITE BOULDER
 KO0374'PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0278 ***********************************************************************
 JM0278  DESIGNATION -  P 15
 JM0278  PID         -  JM0278
 JM0278  STATE/COUNTY-  UT/GRAND
 JM0278  COUNTRY     -  US
 JM0278  USGS QUAD   -  THOMPSON SPRINGS (2017)
 JM0278
 JM0278                         *CURRENT SURVEY CONTROL
 JM0278  ______________________________________________________________________
 JM0278* NAD 83(1986) POSITION- 38 57 44.     (N) 109 37 31.     (W)   SCALED
 JM0278* NAVD 88 ORTHO HEIGHT -  1492.623 (meters)     4897.05  (feet) POSTED
 JM0278  ______________________________________________________________________
 JM0278  GEOID HEIGHT    -        -19.853 (meters)                     GEOID18
 JM0278  DYNAMIC HEIGHT  -       1491.10  (meters)     4892.1   (feet) COMP
 JM0278  MODELED GRAVITY -    979,553.2   (mgal)                       NAVD 88
 JM0278
 JM0278  VERT ORDER      -  * POSTED, SEE BELOW
 JM0278
 JM0278.The horizontal coordinates were scaled from a map and have
 JM0278.an estimated accuracy of +/- 6 seconds.
 JM0278
 JM0278.The orthometric height was determined by differential leveling
 JM0278.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JM0278
 JM0278.* This is a POSTED BENCH MARK height.
 JM0278
 JM0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0278.GEOID18 height accuracy estimate available here.
 JM0278
 JM0278.Click photographs - Photos may exist for this station.
 JM0278
 JM0278.The dynamic height is computed by dividing the NAVD 88
 JM0278.geopotential number by the normal gravity value computed on the
 JM0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0278.degrees latitude (g = 980.6199 gals.).
 JM0278
 JM0278.The modeled gravity was interpolated from observed gravity values.
 JM0278
 JM0278;                    North         East    Units  Estimated Accuracy
 JM0278;SPC UT C     - 2,071,520.      662,480.      MT  (+/- 180 meters Scaled)
 JM0278
 JM0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ191134(NAD 83)
 JM0278
 JM0278                          SUPERSEDED SURVEY CONTROL
 JM0278
 JM0278.No superseded survey control is available for this station.
 JM0278
 JM0278_MARKER: DB = BENCH MARK DISK
 JM0278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JM0278_SP_SET: BRIDGE
 JM0278_STAMPING: P 15 1927
 JM0278_MARK LOGO: CGS
 JM0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JM0278
 JM0278  HISTORY     - Date     Condition        Report By
 JM0278  HISTORY     - 1927     MONUMENTED       CGS
 JM0278  HISTORY     - 1958     POOR             USGS
 JM0278
 JM0278                          STATION DESCRIPTION
 JM0278
 JM0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 JM0278'6 MI E FROM THOMPSON.
 JM0278'IN SOUTH END OF EAST ABUTMENT OF RAILROAD BRIDGE 522A, 100 YARDS WEST
 JM0278'OF MILEPOST NO. 522, 8 FT. SOUTH OF CENTER OF TRACK.
 JM0278
 JM0278                          STATION RECOVERY (1958)
 JM0278
 JM0278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JM0278'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0440 ***********************************************************************
 HN0440  DESIGNATION -  P 150
 HN0440  PID         -  HN0440
 HN0440  STATE/COUNTY-  UT/KANE
 HN0440  COUNTRY     -  US
 HN0440  USGS QUAD   -  GREGORY BUTTE (2017)
 HN0440
 HN0440                         *CURRENT SURVEY CONTROL
 HN0440  ______________________________________________________________________
 HN0440* NAD 83(1986) POSITION- 37 06 58.     (N) 111 08 42.     (W)   SCALED
 HN0440* NAVD 88 ORTHO HEIGHT -  1473.749 (meters)     4835.12  (feet) ADJUSTED
 HN0440  ______________________________________________________________________
 HN0440  GEOID HEIGHT    -        -23.070 (meters)                     GEOID18
 HN0440  DYNAMIC HEIGHT  -       1472.012 (meters)     4829.43  (feet) COMP
 HN0440  MODELED GRAVITY -    979,401.2   (mgal)                       NAVD 88
 HN0440
 HN0440  VERT ORDER      -  FIRST     CLASS II
 HN0440
 HN0440.The horizontal coordinates were scaled from a map and have
 HN0440.an estimated accuracy of +/- 6 seconds.
 HN0440
 HN0440.The orthometric height was determined by differential leveling and
 HN0440.adjusted by the NATIONAL GEODETIC SURVEY
 HN0440.in June 1991.
 HN0440
 HN0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0440.GEOID18 height accuracy estimate available here.
 HN0440
 HN0440.Click photographs - Photos may exist for this station.
 HN0440
 HN0440.The dynamic height is computed by dividing the NAVD 88
 HN0440.geopotential number by the normal gravity value computed on the
 HN0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0440.degrees latitude (g = 980.6199 gals.).
 HN0440
 HN0440.The modeled gravity was interpolated from observed gravity values.
 HN0440
 HN0440;                    North         East    Units  Estimated Accuracy
 HN0440;SPC UT S     - 3,049,940.      531,550.      MT  (+/- 180 meters Scaled)
 HN0440
 HN0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG871077(NAD 83)
 HN0440
 HN0440                          SUPERSEDED SURVEY CONTROL
 HN0440
 HN0440  NGVD 29 (??/??/92) 1472.777  (m)         4831.94   (f) ADJ UNCH    1 2
 HN0440
 HN0440.Superseded values are not recommended for survey control.
 HN0440
 HN0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0440.See file dsdata.pdf to determine how the superseded data were derived.
 HN0440
 HN0440_MARKER: DB = BENCH MARK DISK
 HN0440_SETTING: 66 = SET IN ROCK OUTCROP
 HN0440_STAMPING: P 150 1962
 HN0440_MARK LOGO: CGS
 HN0440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0440+STABILITY: POSITION/ELEVATION WELL
 HN0440
 HN0440  HISTORY     - Date     Condition        Report By
 HN0440  HISTORY     - 1962     MONUMENTED       CGS
 HN0440
 HN0440                          STATION DESCRIPTION
 HN0440
 HN0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0440'28.7 MI SW FROM HOLE-IN-THE-ROCK.
 HN0440'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0440'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0440'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0440'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0440'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0440'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0440'PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0440'HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0440'CLIFFS.  THENCE 2.4 MILES SOUTH-SOUTHEAST ALONG A COW PATH.  THENCE
 HN0440'3.1 MILES SOUTH ACROSS ROCKY COUNTRY TOWARDS NAVAJO POINT.  THENCE 3.0
 HN0440'MILES NORTHWEST ALONG A COW PATH AND AROUND NAVAJO POINT.  THENCE 8.45
 HN0440'MILES SOUTHWEST DOWNHILL AND ACROSS ROCKY COUNTRY ONTO BILLIE FLAT
 HN0440'TOP, ABOUT 0.9 MILE NORTHEAST OF BENCH MARK N 150, ABOUT 150 FEET
 HN0440'SOUTH OF THE RIM OF A CANYON OVERLOOKING DRY ROCK CREEK, 45.0 FEET
 HN0440'WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF THE WEST EDGE OF A
 HN0440'ROCK OUTCROP WHICH PROJECTS ABOUT 3 1/2 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0376 ***********************************************************************
 HN0376  DESIGNATION -  P 152
 HN0376  PID         -  HN0376
 HN0376  STATE/COUNTY-  UT/KANE
 HN0376  COUNTRY     -  US
 HN0376  USGS QUAD   -  NAVAJO POINT (2017)
 HN0376
 HN0376                         *CURRENT SURVEY CONTROL
 HN0376  ______________________________________________________________________
 HN0376* NAD 83(1986) POSITION- 37 08 58.     (N) 111 00 05.     (W)   SCALED
 HN0376* NAVD 88 ORTHO HEIGHT -  1287.486 (meters)     4224.03  (feet) ADJUSTED
 HN0376  ______________________________________________________________________
 HN0376  GEOID HEIGHT    -        -22.858 (meters)                     GEOID18
 HN0376  DYNAMIC HEIGHT  -       1285.888 (meters)     4218.78  (feet) COMP
 HN0376  MODELED GRAVITY -    979,347.9   (mgal)                       NAVD 88
 HN0376
 HN0376  VERT ORDER      -  FIRST     CLASS II
 HN0376
 HN0376.The horizontal coordinates were scaled from a map and have
 HN0376.an estimated accuracy of +/- 6 seconds.
 HN0376
 HN0376.The orthometric height was determined by differential leveling and
 HN0376.adjusted by the NATIONAL GEODETIC SURVEY
 HN0376.in June 1991.
 HN0376
 HN0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0376.GEOID18 height accuracy estimate available here.
 HN0376
 HN0376.Click photographs - Photos may exist for this station.
 HN0376
 HN0376.The dynamic height is computed by dividing the NAVD 88
 HN0376.geopotential number by the normal gravity value computed on the
 HN0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0376.degrees latitude (g = 980.6199 gals.).
 HN0376
 HN0376.The modeled gravity was interpolated from observed gravity values.
 HN0376
 HN0376;                    North         East    Units  Estimated Accuracy
 HN0376;SPC UT S     - 3,053,700.      544,300.      MT  (+/- 180 meters Scaled)
 HN0376
 HN0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG998114(NAD 83)
 HN0376
 HN0376                          SUPERSEDED SURVEY CONTROL
 HN0376
 HN0376  NGVD 29 (??/??/92) 1286.373  (m)         4220.38   (f) ADJ UNCH    1 2
 HN0376
 HN0376.Superseded values are not recommended for survey control.
 HN0376
 HN0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0376.See file dsdata.pdf to determine how the superseded data were derived.
 HN0376
 HN0376_MARKER: DB = BENCH MARK DISK
 HN0376_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HN0376_SP_SET: UNSPEC. ROCK
 HN0376_STAMPING: P 152 1962
 HN0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0376
 HN0376  HISTORY     - Date     Condition        Report By
 HN0376  HISTORY     - 1962     MONUMENTED       CGS
 HN0376
 HN0376                          STATION DESCRIPTION
 HN0376
 HN0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0376'17.5 MI SW FROM HOLE IN THE ROCK.
 HN0376'ABOUT 17.5 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK.
 HN0376'ABOUT 1.4 MILES NORTHWEST OF NAVAJO POINT, ABOUT 0.4 MILE SOUTHEAST
 HN0376'OF A CLIFF AND THE HEAD OF A CANYON, SET IN ROCK ON THE TOP OF THE
 HN0376'NORTHEAST RIM OF A CANYON, 57.6 FEET NORTHEAST OF A METAL WITNESS POST
 HN0376'AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0457 ***********************************************************************
 HN0457  DESIGNATION -  P 153
 HN0457  PID         -  HN0457
 HN0457  STATE/COUNTY-  UT/KANE
 HN0457  COUNTRY     -  US
 HN0457  USGS QUAD   -  NAVAJO POINT (2017)
 HN0457
 HN0457                         *CURRENT SURVEY CONTROL
 HN0457  ______________________________________________________________________
 HN0457* NAD 83(1986) POSITION- 37 09 19.     (N) 111 01 20.     (W)   SCALED
 HN0457* NAVD 88 ORTHO HEIGHT -  1919.950 (meters)     6299.04  (feet) ADJUSTED
 HN0457  ______________________________________________________________________
 HN0457  GEOID HEIGHT    -        -22.818 (meters)                     GEOID18
 HN0457  DYNAMIC HEIGHT  -       1917.602 (meters)     6291.33  (feet) COMP
 HN0457  MODELED GRAVITY -    979,339.5   (mgal)                       NAVD 88
 HN0457
 HN0457  VERT ORDER      -  FIRST     CLASS II
 HN0457
 HN0457.The horizontal coordinates were scaled from a map and have
 HN0457.an estimated accuracy of +/- 6 seconds.
 HN0457
 HN0457.The orthometric height was determined by differential leveling and
 HN0457.adjusted by the NATIONAL GEODETIC SURVEY
 HN0457.in June 1991.
 HN0457
 HN0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0457.GEOID18 height accuracy estimate available here.
 HN0457
 HN0457.Click photographs - Photos may exist for this station.
 HN0457
 HN0457.The dynamic height is computed by dividing the NAVD 88
 HN0457.geopotential number by the normal gravity value computed on the
 HN0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0457.degrees latitude (g = 980.6199 gals.).
 HN0457
 HN0457.The modeled gravity was interpolated from observed gravity values.
 HN0457
 HN0457;                    North         East    Units  Estimated Accuracy
 HN0457;SPC UT S     - 3,054,340.      542,440.      MT  (+/- 180 meters Scaled)
 HN0457
 HN0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG980120(NAD 83)
 HN0457
 HN0457                          SUPERSEDED SURVEY CONTROL
 HN0457
 HN0457  NGVD 29 (??/??/92) 1918.945  (m)         6295.74   (f) ADJ UNCH    1 2
 HN0457
 HN0457.Superseded values are not recommended for survey control.
 HN0457
 HN0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0457.See file dsdata.pdf to determine how the superseded data were derived.
 HN0457
 HN0457_MARKER: DB = BENCH MARK DISK
 HN0457_SETTING: 80 = SET IN A BOULDER
 HN0457_STAMPING: P 153 1962
 HN0457_MARK LOGO: CGS
 HN0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0457+STABILITY: SURFACE MOTION
 HN0457
 HN0457  HISTORY     - Date     Condition        Report By
 HN0457  HISTORY     - 1962     MONUMENTED       CGS
 HN0457
 HN0457                          STATION DESCRIPTION
 HN0457
 HN0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0457'18.55 MI SW FROM HOLE IN THE ROCK.
 HN0457'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0457'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0457'CABIN.  THENCE ABOUT 0.25 MILES SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0457'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0457'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0457'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0457'PATH.  THENCE 1.25 MILE SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0457'HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0457'CLIFFS.  THENCE 2.4 MILES SOUTH-SOUTHEAST ALONG A COW PATH.  THENCE
 HN0457'3.1 MILES SOUTH ACROSS ROCKY COUNTRY TOWARDS NAVAJO POINT.  THENCE 1.3
 HN0457'MILES SOUTHWEST ALONG A COW PATH AND AROUND NAVAHO POINT, SOUTH OF
 HN0457'NAVAJO POINT, 11 1/2 FEET NORTHWEST OF THE COW PATH, 2.8 FEET
 HN0457'NORTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A LARGE
 HN0457'BOULDER WHICH PROJECTS ABOUT 40-INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0328 ***********************************************************************
 MS0328  DESIGNATION -  P 154
 MS0328  PID         -  MS0328
 MS0328  STATE/COUNTY-  UT/BOX ELDER
 MS0328  COUNTRY     -  US
 MS0328  USGS QUAD   -  GROOME (2017)
 MS0328
 MS0328                         *CURRENT SURVEY CONTROL
 MS0328  ______________________________________________________________________
 MS0328* NAD 83(1986) POSITION- 41 16 38.     (N) 113 16 29.     (W)   SCALED
 MS0328* NAVD 88 ORTHO HEIGHT -  1286.007 (meters)     4219.17  (feet) ADJUSTED
 MS0328  ______________________________________________________________________
 MS0328  GEOID HEIGHT    -        -16.850 (meters)                     GEOID18
 MS0328  DYNAMIC HEIGHT  -       1285.112 (meters)     4216.24  (feet) COMP
 MS0328  MODELED GRAVITY -    979,883.0   (mgal)                       NAVD 88
 MS0328
 MS0328  VERT ORDER      -  SECOND    CLASS 0
 MS0328
 MS0328.The horizontal coordinates were scaled from a map and have
 MS0328.an estimated accuracy of +/- 6 seconds.
 MS0328
 MS0328.The orthometric height was determined by differential leveling and
 MS0328.adjusted by the NATIONAL GEODETIC SURVEY
 MS0328.in June 1991.
 MS0328
 MS0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0328.GEOID18 height accuracy estimate available here.
 MS0328
 MS0328.Click photographs - Photos may exist for this station.
 MS0328
 MS0328.The dynamic height is computed by dividing the NAVD 88
 MS0328.geopotential number by the normal gravity value computed on the
 MS0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0328.degrees latitude (g = 980.6199 gals.).
 MS0328
 MS0328.The modeled gravity was interpolated from observed gravity values.
 MS0328
 MS0328;                    North         East    Units  Estimated Accuracy
 MS0328;SPC UT N     - 1,106,340.      351,330.      MT  (+/- 180 meters Scaled)
 MS0328
 MS0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL094720(NAD 83)
 MS0328
 MS0328                          SUPERSEDED SURVEY CONTROL
 MS0328
 MS0328  NGVD 29 (??/??/92) 1285.020  (m)         4215.94   (f) ADJ UNCH    2 0
 MS0328
 MS0328.Superseded values are not recommended for survey control.
 MS0328
 MS0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0328.See file dsdata.pdf to determine how the superseded data were derived.
 MS0328
 MS0328_MARKER: DB = BENCH MARK DISK
 MS0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0328_STAMPING: P 154 1966
 MS0328_MARK LOGO: CGS
 MS0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0328+STABILITY: SURFACE MOTION
 MS0328
 MS0328  HISTORY     - Date     Condition        Report By
 MS0328  HISTORY     - 1966     MONUMENTED       CGS
 MS0328
 MS0328                          STATION DESCRIPTION
 MS0328
 MS0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0328'8.05 MI W FROM HOGUP.
 MS0328'8.05 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STOCK
 MS0328'PENS AT HOGUP, 2 FEET EAST OF THE SECOND POLE WEST OF MILE POST 713,
 MS0328'60.1 FEET NORTH OF THE NORTH RAIL, 78.0 FEET NORTHEAST OF THE
 MS0328'NORTHEAST CORNER OF BASE OF SIGNAL 7129, 2.5 FEET WEST OF A WITNESS
 MS0328'POST, ABOUT 6 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE
 MS0328'POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0414 ***********************************************************************
 MS0414  DESIGNATION -  P 155
 MS0414  PID         -  MS0414
 MS0414  STATE/COUNTY-  UT/BOX ELDER
 MS0414  COUNTRY     -  US
 MS0414  USGS QUAD   -  JACKSON (2017)
 MS0414
 MS0414                         *CURRENT SURVEY CONTROL
 MS0414  ______________________________________________________________________
 MS0414* NAD 83(1986) POSITION- 41 19 32.     (N) 113 43 50.     (W)   SCALED
 MS0414* NAVD 88 ORTHO HEIGHT -  1304.779 (meters)     4280.76  (feet) ADJUSTED
 MS0414  ______________________________________________________________________
 MS0414  GEOID HEIGHT    -        -16.889 (meters)                     GEOID18
 MS0414  DYNAMIC HEIGHT  -       1303.872 (meters)     4277.79  (feet) COMP
 MS0414  MODELED GRAVITY -    979,883.0   (mgal)                       NAVD 88
 MS0414
 MS0414  VERT ORDER      -  SECOND    CLASS 0
 MS0414
 MS0414.The horizontal coordinates were scaled from a map and have
 MS0414.an estimated accuracy of +/- 6 seconds.
 MS0414
 MS0414.The orthometric height was determined by differential leveling and
 MS0414.adjusted by the NATIONAL GEODETIC SURVEY
 MS0414.in June 1991.
 MS0414
 MS0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0414.GEOID18 height accuracy estimate available here.
 MS0414
 MS0414.Click photographs - Photos may exist for this station.
 MS0414
 MS0414.The dynamic height is computed by dividing the NAVD 88
 MS0414.geopotential number by the normal gravity value computed on the
 MS0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0414.degrees latitude (g = 980.6199 gals.).
 MS0414
 MS0414.The modeled gravity was interpolated from observed gravity values.
 MS0414
 MS0414;                    North         East    Units  Estimated Accuracy
 MS0414;SPC UT N     - 1,112,580.      313,290.      MT  (+/- 180 meters Scaled)
 MS0414
 MS0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL714784(NAD 83)
 MS0414
 MS0414                          SUPERSEDED SURVEY CONTROL
 MS0414
 MS0414  NGVD 29 (??/??/92) 1303.793  (m)         4277.53   (f) ADJ UNCH    2 0
 MS0414
 MS0414.Superseded values are not recommended for survey control.
 MS0414
 MS0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0414.See file dsdata.pdf to determine how the superseded data were derived.
 MS0414
 MS0414_MARKER: DB = BENCH MARK DISK
 MS0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0414_STAMPING: P 155 1966
 MS0414_MARK LOGO: CGS
 MS0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0414+STABILITY: SURFACE MOTION
 MS0414
 MS0414  HISTORY     - Date     Condition        Report By
 MS0414  HISTORY     - 1966     MONUMENTED       CGS
 MS0414
 MS0414                          STATION DESCRIPTION
 MS0414
 MS0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0414'9.6 MI E FROM LUCIN.
 MS0414'9.6 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE CROSSING
 MS0414'OF STATE HIGHWAY 70 AT LUCIN, 1 1/2 FEET WEST OF MILE POST 689, 58.2
 MS0414'FEET NORTH OF THE NORTH RAIL, 1.8 FEET EAST OF A WITNESS POST, ABOUT
 MS0414'10 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST
 MS0414'PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0318 ***********************************************************************
 LO0318  DESIGNATION -  P 159
 LO0318  PID         -  LO0318
 LO0318  STATE/COUNTY-  UT/WASATCH
 LO0318  COUNTRY     -  US
 LO0318  USGS QUAD   -  SOAPSTONE BASIN (2017)
 LO0318
 LO0318                         *CURRENT SURVEY CONTROL
 LO0318  ______________________________________________________________________
 LO0318* NAD 83(1986) POSITION- 40 32 50.     (N) 111 01 59.     (W)   SCALED
 LO0318* NAVD 88 ORTHO HEIGHT -  2616.188 (meters)     8583.28  (feet) ADJUSTED
 LO0318  ______________________________________________________________________
 LO0318  GEOID HEIGHT    -        -13.928 (meters)                     GEOID18
 LO0318  DYNAMIC HEIGHT  -       2613.434 (meters)     8574.24  (feet) COMP
 LO0318  MODELED GRAVITY -    979,476.9   (mgal)                       NAVD 88
 LO0318
 LO0318  VERT ORDER      -  SECOND    CLASS 0
 LO0318
 LO0318.The horizontal coordinates were scaled from a map and have
 LO0318.an estimated accuracy of +/- 6 seconds.
 LO0318
 LO0318.The orthometric height was determined by differential leveling and
 LO0318.adjusted by the NATIONAL GEODETIC SURVEY
 LO0318.in June 1991.
 LO0318
 LO0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0318.GEOID18 height accuracy estimate available here.
 LO0318
 LO0318.Click photographs - Photos may exist for this station.
 LO0318
 LO0318.The dynamic height is computed by dividing the NAVD 88
 LO0318.geopotential number by the normal gravity value computed on the
 LO0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0318.degrees latitude (g = 980.6199 gals.).
 LO0318
 LO0318.The modeled gravity was interpolated from observed gravity values.
 LO0318
 LO0318;                    North         East    Units  Estimated Accuracy
 LO0318;SPC UT C     - 2,245,890.      539,550.      MT  (+/- 180 meters Scaled)
 LO0318
 LO0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK972884(NAD 83)
 LO0318
 LO0318                          SUPERSEDED SURVEY CONTROL
 LO0318
 LO0318  NGVD 29 (??/??/92) 2614.724  (m)         8578.47   (f) ADJ UNCH    2 0
 LO0318
 LO0318.Superseded values are not recommended for survey control.
 LO0318
 LO0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0318.See file dsdata.pdf to determine how the superseded data were derived.
 LO0318
 LO0318_MARKER: DB = BENCH MARK DISK
 LO0318_SETTING: 80 = SET IN A BOULDER
 LO0318_STAMPING: P 159 1962
 LO0318_MARK LOGO: CGS
 LO0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0318+STABILITY: SURFACE MOTION
 LO0318
 LO0318  HISTORY     - Date     Condition        Report By
 LO0318  HISTORY     - 1962     MONUMENTED       CGS
 LO0318
 LO0318                          STATION DESCRIPTION
 LO0318
 LO0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0318'18.75 MI SE FROM KAMAS.
 LO0318'14.95 MILES EAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0318'HIGHWAY 189 ALTERNATE AT KAMAS, THENCE 3.8 MILES SOUTH ALONG A DIRT
 LO0318'ROAD, IN THE TOP OF A 9- BY 10-FOOT BOULDER WHICH PROJECTS ABOUT 2
 LO0318'FEET ABOVE THE GROUND, 34 FEET EAST-NORTHEAST OF THE CENTER LINE OF
 LO0318'THE ROAD, 7.0 FEET NORTHEAST OF A WITNESS POST, ABOUT 4 FEET HIGHER
 LO0318'THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0182 ***********************************************************************
 LO0182  DESIGNATION -  P 160
 LO0182  PID         -  LO0182
 LO0182  STATE/COUNTY-  UT/SUMMIT
 LO0182  COUNTRY     -  US
 LO0182  USGS QUAD   -  HAYDEN PEAK (2017)
 LO0182
 LO0182                         *CURRENT SURVEY CONTROL
 LO0182  ______________________________________________________________________
 LO0182* NAD 83(1986) POSITION- 40 44 27.     (N) 110 52 15.     (W)   SCALED
 LO0182* NAVD 88 ORTHO HEIGHT -  3033.212 (meters)     9951.46  (feet) ADJUSTED
 LO0182  ______________________________________________________________________
 LO0182  GEOID HEIGHT    -        -12.751 (meters)                     GEOID18
 LO0182  DYNAMIC HEIGHT  -       3029.912 (meters)     9940.64  (feet) COMP
 LO0182  MODELED GRAVITY -    979,424.4   (mgal)                       NAVD 88
 LO0182
 LO0182  VERT ORDER      -  SECOND    CLASS 0
 LO0182
 LO0182.The horizontal coordinates were scaled from a map and have
 LO0182.an estimated accuracy of +/- 6 seconds.
 LO0182
 LO0182.The orthometric height was determined by differential leveling and
 LO0182.adjusted by the NATIONAL GEODETIC SURVEY
 LO0182.in June 1991.
 LO0182
 LO0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0182.GEOID18 height accuracy estimate available here.
 LO0182
 LO0182.Click photographs - Photos may exist for this station.
 LO0182
 LO0182.The dynamic height is computed by dividing the NAVD 88
 LO0182.geopotential number by the normal gravity value computed on the
 LO0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0182.degrees latitude (g = 980.6199 gals.).
 LO0182
 LO0182.The modeled gravity was interpolated from observed gravity values.
 LO0182
 LO0182;                    North         East    Units  Estimated Accuracy
 LO0182;SPC UT N     - 1,045,450.      553,140.      MT  (+/- 180 meters Scaled)
 LO0182
 LO0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL109099(NAD 83)
 LO0182
 LO0182                          SUPERSEDED SURVEY CONTROL
 LO0182
 LO0182  NGVD 29 (??/??/92) 3031.592  (m)         9946.15   (f) ADJ UNCH    2 0
 LO0182
 LO0182.Superseded values are not recommended for survey control.
 LO0182
 LO0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0182.See file dsdata.pdf to determine how the superseded data were derived.
 LO0182
 LO0182_MARKER: DB = BENCH MARK DISK
 LO0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0182_SP_SET: CULVERT
 LO0182_STAMPING: P 160 1962
 LO0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0182
 LO0182  HISTORY     - Date     Condition        Report By
 LO0182  HISTORY     - 1962     MONUMENTED       CGS
 LO0182
 LO0182                          STATION DESCRIPTION
 LO0182
 LO0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0182'36.65 MI NE FROM KAMAS.
 LO0182'36.65 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF
 LO0182'U.S. HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP AND 0.9 FOOT
 LO0182'SOUTH-SOUTHEAST OF THE NORTH-NORTHWEST END OF THE WEST-SOUTHWEST
 LO0182'CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT, 17 FEET WEST-SOUTHWEST
 LO0182'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0208 ***********************************************************************
 LO0208  DESIGNATION -  P 162
 LO0208  PID         -  LO0208
 LO0208  STATE/COUNTY-  UT/SUMMIT
 LO0208  COUNTRY     -  US
 LO0208  USGS QUAD   -  DEADMAN MOUNTAIN (2017)
 LO0208
 LO0208                         *CURRENT SURVEY CONTROL
 LO0208  ______________________________________________________________________
 LO0208* NAD 83(1986) POSITION- 40 59 14.     (N) 110 51 32.     (W)   SCALED
 LO0208* NAVD 88 ORTHO HEIGHT -  2400.026 (meters)     7874.09  (feet) ADJUSTED
 LO0208  ______________________________________________________________________
 LO0208  GEOID HEIGHT    -        -13.898 (meters)                     GEOID18
 LO0208  DYNAMIC HEIGHT  -       2397.643 (meters)     7866.27  (feet) COMP
 LO0208  MODELED GRAVITY -    979,544.3   (mgal)                       NAVD 88
 LO0208
 LO0208  VERT ORDER      -  SECOND    CLASS 0
 LO0208
 LO0208.The horizontal coordinates were scaled from a map and have
 LO0208.an estimated accuracy of +/- 6 seconds.
 LO0208
 LO0208.The orthometric height was determined by differential leveling and
 LO0208.adjusted by the NATIONAL GEODETIC SURVEY
 LO0208.in June 1991.
 LO0208
 LO0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0208.GEOID18 height accuracy estimate available here.
 LO0208
 LO0208.Click photographs - Photos may exist for this station.
 LO0208
 LO0208.The dynamic height is computed by dividing the NAVD 88
 LO0208.geopotential number by the normal gravity value computed on the
 LO0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0208.degrees latitude (g = 980.6199 gals.).
 LO0208
 LO0208.The modeled gravity was interpolated from observed gravity values.
 LO0208
 LO0208;                    North         East    Units  Estimated Accuracy
 LO0208;SPC UT N     - 1,072,810.      553,950.      MT  (+/- 180 meters Scaled)
 LO0208
 LO0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL118373(NAD 83)
 LO0208
 LO0208                          SUPERSEDED SURVEY CONTROL
 LO0208
 LO0208  NGVD 29 (??/??/92) 2398.546  (m)         7869.23   (f) ADJ UNCH    2 0
 LO0208
 LO0208.Superseded values are not recommended for survey control.
 LO0208
 LO0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0208.See file dsdata.pdf to determine how the superseded data were derived.
 LO0208
 LO0208_MARKER: DB = BENCH MARK DISK
 LO0208_SETTING: 80 = SET IN A BOULDER
 LO0208_STAMPING: P 162 1962
 LO0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0208+STABILITY: SURFACE MOTION
 LO0208
 LO0208  HISTORY     - Date     Condition        Report By
 LO0208  HISTORY     - 1962     MONUMENTED       CGS
 LO0208
 LO0208                          STATION DESCRIPTION
 LO0208
 LO0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0208'55.4 MI NE FROM KAMAS.
 LO0208'55.4 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0208'HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP OF A 4-BY 5-FOOT BOULDER
 LO0208'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, 46 FEET NORTHEAST OF THE
 LO0208'CENTER LINE OF THE HIGHWAY, 93 FEET NORTH AND ACROSS THE HIGHWAY FROM
 LO0208'A SPEED LIMIT 60 SIGN, 56 FEET SOUTHWEST OF A FENCE, 3.0 FEET NORTH OF
 LO0208'A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0627 ***********************************************************************
 HN0627  DESIGNATION -  P 163
 HN0627  PID         -  HN0627
 HN0627  STATE/COUNTY-  UT/GARFIELD
 HN0627  COUNTRY     -  US
 HN0627  USGS QUAD   -  ESCALANTE (2017)
 HN0627
 HN0627                         *CURRENT SURVEY CONTROL
 HN0627  ______________________________________________________________________
 HN0627* NAD 83(1986) POSITION- 37 46 38.05   (N) 111 37 14.35   (W)   HD_HELD1
 HN0627* NAVD 88 ORTHO HEIGHT -  1791.367 (meters)     5877.18  (feet) ADJUSTED
 HN0627  ______________________________________________________________________
 HN0627  GEOID HEIGHT    -        -19.934 (meters)                     GEOID18
 HN0627  DYNAMIC HEIGHT  -       1789.290 (meters)     5870.36  (feet) COMP
 HN0627  MODELED GRAVITY -    979,407.1   (mgal)                       NAVD 88
 HN0627
 HN0627  VERT ORDER      -  SECOND    CLASS 0
 HN0627
 HN0627.The horizontal coordinates were determined by differentially corrected
 HN0627.hand held GPS observations or other comparable positioning techniques
 HN0627.and have an estimated accuracy of +/- 3 meters.
 HN0627
 HN0627.The orthometric height was determined by differential leveling and
 HN0627.adjusted by the NATIONAL GEODETIC SURVEY
 HN0627.in June 1991.
 HN0627
 HN0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0627.GEOID18 height accuracy estimate available here.
 HN0627
 HN0627.Click photographs - Photos may exist for this station.
 HN0627
 HN0627.The dynamic height is computed by dividing the NAVD 88
 HN0627.geopotential number by the normal gravity value computed on the
 HN0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0627.degrees latitude (g = 980.6199 gals.).
 HN0627
 HN0627.The modeled gravity was interpolated from observed gravity values.
 HN0627
 HN0627;                    North         East    Units  Estimated Accuracy
 HN0627;SPC UT S     - 3,123,261.7     489,371.3     MT  (+/- 3 meters HH1 GPS) 
 HN0627
 HN0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG4534381280(NAD 83)
 HN0627
 HN0627                          SUPERSEDED SURVEY CONTROL
 HN0627
 HN0627  NGVD 29 (??/??/92) 1790.159  (m)         5873.21   (f) ADJ UNCH    2 0
 HN0627
 HN0627.Superseded values are not recommended for survey control.
 HN0627
 HN0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0627.See file dsdata.pdf to determine how the superseded data were derived.
 HN0627
 HN0627_MARKER: DB = BENCH MARK DISK
 HN0627_SETTING: 66 = SET IN ROCK OUTCROP
 HN0627_STAMPING: P 163 1963
 HN0627_MARK LOGO: CGS
 HN0627_PROJECTION: FLUSH
 HN0627_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0627+STABILITY: POSITION/ELEVATION WELL
 HN0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0627+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2022
 HN0627
 HN0627  HISTORY     - Date     Condition        Report By
 HN0627  HISTORY     - 1963     MONUMENTED       CGS
 HN0627  HISTORY     - 20220809 GOOD             PRIVTE
 HN0627
 HN0627                          STATION DESCRIPTION
 HN0627
 HN0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0627'1.2 MI W FROM ESCALANTE.
 HN0627'1.2 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0627'AT ESCALANTE, AT THE WEST END OF A DEEP SANDSTONE CUT, IN TOP OF A
 HN0627'SHELF ON THE WEST SLOPE OF A LARGE SANDSTONE OUTCROP, ABOUT 40 FEET
 HN0627'EAST OF THE WEST EDGE OF THE OUTCROP, 49 FEET NORTH OF THE CENTER LINE
 HN0627'OF THE HIGHWAY, 2.7 FEET SOUTH-SOUTHEAST OF THE SOUTH ONE OF THREE 1
 HN0627'1/2-INCH IRON PIPES SUPPORTING A CONOCO SIGN, ABOUT 4 FEET HIGHER THAN
 HN0627'THE HIGHWAY, AND ABOUT 16 FEET ABOVE THE GROUND AT THE WEST EDGE OF
 HN0627'THE OUTCROP.
 HN0627
 HN0627                          STATION RECOVERY (2022)
 HN0627
 HN0627'RECOVERY NOTE BY PRIVATE AGENCIES UNSPECIFIED 2022 (DEK)
 HN0627'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0658 ***********************************************************************
 HN0658  DESIGNATION -  P 164
 HN0658  PID         -  HN0658
 HN0658  STATE/COUNTY-  UT/GARFIELD
 HN0658  COUNTRY     -  US
 HN0658  USGS QUAD   -  HENRIEVILLE (2017)
 HN0658
 HN0658                         *CURRENT SURVEY CONTROL
 HN0658  ______________________________________________________________________
 HN0658* NAD 83(1986) POSITION- 37 36 58.     (N) 111 53 24.     (W)   SCALED
 HN0658* NAVD 88 ORTHO HEIGHT -  2057.816 (meters)     6751.35  (feet) ADJUSTED
 HN0658  ______________________________________________________________________
 HN0658  GEOID HEIGHT    -        -20.297 (meters)                     GEOID18
 HN0658  DYNAMIC HEIGHT  -       2055.249 (meters)     6742.93  (feet) COMP
 HN0658  MODELED GRAVITY -    979,309.3   (mgal)                       NAVD 88
 HN0658
 HN0658  VERT ORDER      -  SECOND    CLASS 0
 HN0658
 HN0658.The horizontal coordinates were scaled from a map and have
 HN0658.an estimated accuracy of +/- 6 seconds.
 HN0658
 HN0658.The orthometric height was determined by differential leveling and
 HN0658.adjusted by the NATIONAL GEODETIC SURVEY
 HN0658.in June 1991.
 HN0658
 HN0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0658.GEOID18 height accuracy estimate available here.
 HN0658
 HN0658.Click photographs - Photos may exist for this station.
 HN0658
 HN0658.The dynamic height is computed by dividing the NAVD 88
 HN0658.geopotential number by the normal gravity value computed on the
 HN0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0658.degrees latitude (g = 980.6199 gals.).
 HN0658
 HN0658.The modeled gravity was interpolated from observed gravity values.
 HN0658
 HN0658;                    North         East    Units  Estimated Accuracy
 HN0658;SPC UT S     - 3,105,440.      465,570.      MT  (+/- 180 meters Scaled)
 HN0658
 HN0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG214635(NAD 83)
 HN0658
 HN0658                          SUPERSEDED SURVEY CONTROL
 HN0658
 HN0658  NGVD 29 (??/??/92) 2056.431  (m)         6746.81   (f) ADJ UNCH    2 0
 HN0658
 HN0658.Superseded values are not recommended for survey control.
 HN0658
 HN0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0658.See file dsdata.pdf to determine how the superseded data were derived.
 HN0658
 HN0658_MARKER: DB = BENCH MARK DISK
 HN0658_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HN0658_SP_SET: CULVERT HEADWALL
 HN0658_STAMPING: P 164 1963
 HN0658_MARK LOGO: CGS
 HN0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0658+STABILITY: SURFACE MOTION
 HN0658
 HN0658  HISTORY     - Date     Condition        Report By
 HN0658  HISTORY     - 1963     MONUMENTED       CGS
 HN0658
 HN0658                          STATION DESCRIPTION
 HN0658
 HN0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0658'16.6 MI SE FROM TROPIC.
 HN0658'16.6 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT
 HN0658'TROPIC, IN THE TOP OF THE WEST-SOUTHWEST END OF THE SOUTH-SOUTHWEST
 HN0658'CONCRETE HEAD WALL OF A 7-FOOT PIPE CULVERT OVER A WASH, 33 FEET
 HN0658'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 6 FEET
 HN0658'LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0072 ***********************************************************************
 HO0072  DESIGNATION -  P 165
 HO0072  PID         -  HO0072
 HO0072  STATE/COUNTY-  UT/GARFIELD
 HO0072  COUNTRY     -  US
 HO0072  USGS QUAD   -  TROPIC CANYON (2017)
 HO0072
 HO0072                         *CURRENT SURVEY CONTROL
 HO0072  ______________________________________________________________________
 HO0072* NAD 83(1986) POSITION- 37 41 04.7    (N) 112 07 07.7    (W)   HD_HELD2
 HO0072* NAVD 88 ORTHO HEIGHT -  2205.489 (meters)     7235.84  (feet) ADJUSTED
 HO0072  ______________________________________________________________________
 HO0072  GEOID HEIGHT    -        -20.034 (meters)                     GEOID18
 HO0072  DYNAMIC HEIGHT  -       2202.720 (meters)     7226.76  (feet) COMP
 HO0072  MODELED GRAVITY -    979,295.2   (mgal)                       NAVD 88
 HO0072
 HO0072  VERT ORDER      -  SECOND    CLASS 0
 HO0072
 HO0072.The horizontal coordinates were established by autonomous hand held GPS
 HO0072.observations and have an estimated accuracy of +/- 10 meters.
 HO0072
 HO0072.The orthometric height was determined by differential leveling and
 HO0072.adjusted by the NATIONAL GEODETIC SURVEY
 HO0072.in June 1991.
 HO0072
 HO0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0072.GEOID18 height accuracy estimate available here.
 HO0072
 HO0072.Click photographs - Photos may exist for this station.
 HO0072
 HO0072.The dynamic height is computed by dividing the NAVD 88
 HO0072.geopotential number by the normal gravity value computed on the
 HO0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0072.degrees latitude (g = 980.6199 gals.).
 HO0072
 HO0072.The modeled gravity was interpolated from observed gravity values.
 HO0072
 HO0072;                    North         East    Units  Estimated Accuracy
 HO0072;SPC UT S     - 3,113,158.      445,420.      MT  (+/- 10 meters HH2 GPS)
 HO0072
 HO0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0135171414(NAD 83)
 HO0072
 HO0072                          SUPERSEDED SURVEY CONTROL
 HO0072
 HO0072  NGVD 29 (??/??/92) 2204.081  (m)         7231.22   (f) ADJ UNCH    2 0
 HO0072
 HO0072.Superseded values are not recommended for survey control.
 HO0072
 HO0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0072.See file dsdata.pdf to determine how the superseded data were derived.
 HO0072
 HO0072_MARKER: DB = BENCH MARK DISK
 HO0072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HO0072_SP_SET: CULVERT
 HO0072_STAMPING: P 165 1963
 HO0072_MARK LOGO: CGS
 HO0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0072
 HO0072  HISTORY     - Date     Condition        Report By
 HO0072  HISTORY     - 1963     MONUMENTED       CGS
 HO0072
 HO0072                          STATION DESCRIPTION
 HO0072
 HO0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0072'5.6 MI NW FROM TROPIC.
 HO0072'5.6 MILES NORTHWEST ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT
 HO0072'TROPIC, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEAD WALL OF
 HO0072'A 36-INCH PIPE CULVERT, 22 FEET NORTHWEST OF THE CENTER LINE OF THE
 HO0072'HIGHWAY, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0203 ***********************************************************************
 JN0203  DESIGNATION -  P 166
 JN0203  PID         -  JN0203
 JN0203  STATE/COUNTY-  UT/GARFIELD
 JN0203  COUNTRY     -  US
 JN0203  USGS QUAD   -  BIG LAKE (2017)
 JN0203
 JN0203                         *CURRENT SURVEY CONTROL
 JN0203  ______________________________________________________________________
 JN0203* NAD 83(1986) POSITION- 38 00 51.     (N) 111 42 04.     (W)   SCALED
 JN0203* NAVD 88 ORTHO HEIGHT -  2945.267 (meters)     9662.93  (feet) ADJUSTED
 JN0203  ______________________________________________________________________
 JN0203  GEOID HEIGHT    -        -18.228 (meters)                     GEOID18
 JN0203  DYNAMIC HEIGHT  -       2941.330 (meters)     9650.01  (feet) COMP
 JN0203  MODELED GRAVITY -    979,184.2   (mgal)                       NAVD 88
 JN0203
 JN0203  VERT ORDER      -  SECOND    CLASS 0
 JN0203
 JN0203.The horizontal coordinates were scaled from a map and have
 JN0203.an estimated accuracy of +/- 6 seconds.
 JN0203
 JN0203.The orthometric height was determined by differential leveling and
 JN0203.adjusted by the NATIONAL GEODETIC SURVEY
 JN0203.in June 1991.
 JN0203
 JN0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0203.GEOID18 height accuracy estimate available here.
 JN0203
 JN0203.Click photographs - Photos may exist for this station.
 JN0203
 JN0203.The dynamic height is computed by dividing the NAVD 88
 JN0203.geopotential number by the normal gravity value computed on the
 JN0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0203.degrees latitude (g = 980.6199 gals.).
 JN0203
 JN0203.The modeled gravity was interpolated from observed gravity values.
 JN0203
 JN0203;                    North         East    Units  Estimated Accuracy
 JN0203;SPC UT S     - 3,149,570.      482,340.      MT  (+/- 180 meters Scaled)
 JN0203
 JN0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH384076(NAD 83)
 JN0203
 JN0203                          SUPERSEDED SURVEY CONTROL
 JN0203
 JN0203  NGVD 29 (??/??/92) 2943.725  (m)         9657.87   (f) ADJ UNCH    2 0
 JN0203
 JN0203.Superseded values are not recommended for survey control.
 JN0203
 JN0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0203.See file dsdata.pdf to determine how the superseded data were derived.
 JN0203
 JN0203_MARKER: DB = BENCH MARK DISK
 JN0203_SETTING: 80 = SET IN A BOULDER
 JN0203_STAMPING: P 166 1963
 JN0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0203+STABILITY: SURFACE MOTION
 JN0203
 JN0203  HISTORY     - Date     Condition        Report By
 JN0203  HISTORY     - 1963     MONUMENTED       CGS
 JN0203
 JN0203                          STATION DESCRIPTION
 JN0203
 JN0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0203'22.55 MI N FROM ESCALANTE.
 JN0203'22.55 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 JN0203'ESCALANTE, 0.1 MILE SOUTH OF A 36-INCH PIPE CULVERT, AT THE EAST EDGE
 JN0203'OF A SMALL CLEARING, IN THE TOP OF A 3- BY 5-FOOT BOULDER WHICH
 JN0203'PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 70 FEET EAST OF THE CENTER
 JN0203'LINE OF THE ROAD, 3.0 FEET EAST OF A WITNESS POST, AND ABOUT 3 FEET
 JN0203'LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0224 ***********************************************************************
 JN0224  DESIGNATION -  P 167
 JN0224  PID         -  JN0224
 JN0224  STATE/COUNTY-  UT/WAYNE
 JN0224  COUNTRY     -  US
 JN0224  USGS QUAD   -  SMOOTH KNOLL (2017)
 JN0224
 JN0224                         *CURRENT SURVEY CONTROL
 JN0224  ______________________________________________________________________
 JN0224* NAD 83(1986) POSITION- 38 14 44.     (N) 111 37 42.     (W)   SCALED
 JN0224* NAVD 88 ORTHO HEIGHT -  2429.313 (meters)     7970.17  (feet) ADJUSTED
 JN0224  ______________________________________________________________________
 JN0224  GEOID HEIGHT    -        -17.810 (meters)                     GEOID18
 JN0224  DYNAMIC HEIGHT  -       2426.317 (meters)     7960.34  (feet) COMP
 JN0224  MODELED GRAVITY -    979,307.7   (mgal)                       NAVD 88
 JN0224
 JN0224  VERT ORDER      -  SECOND    CLASS 0
 JN0224
 JN0224.The horizontal coordinates were scaled from a map and have
 JN0224.an estimated accuracy of +/- 6 seconds.
 JN0224
 JN0224.The orthometric height was determined by differential leveling and
 JN0224.adjusted by the NATIONAL GEODETIC SURVEY
 JN0224.in June 1991.
 JN0224
 JN0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0224.GEOID18 height accuracy estimate available here.
 JN0224
 JN0224.Click photographs - Photos may exist for this station.
 JN0224
 JN0224.The dynamic height is computed by dividing the NAVD 88
 JN0224.geopotential number by the normal gravity value computed on the
 JN0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0224.degrees latitude (g = 980.6199 gals.).
 JN0224
 JN0224.The modeled gravity was interpolated from observed gravity values.
 JN0224
 JN0224;                    North         East    Units  Estimated Accuracy
 JN0224;SPC UT S     - 3,175,240.      488,770.      MT  (+/- 180 meters Scaled)
 JN0224
 JN0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH450332(NAD 83)
 JN0224
 JN0224                          SUPERSEDED SURVEY CONTROL
 JN0224
 JN0224  NGVD 29 (??/??/92) 2427.910  (m)         7965.57   (f) ADJ UNCH    2 0
 JN0224
 JN0224.Superseded values are not recommended for survey control.
 JN0224
 JN0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0224.See file dsdata.pdf to determine how the superseded data were derived.
 JN0224
 JN0224_MARKER: DB = BENCH MARK DISK
 JN0224_SETTING: 80 = SET IN A BOULDER
 JN0224_STAMPING: P 167 1963
 JN0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0224+STABILITY: SURFACE MOTION
 JN0224
 JN0224  HISTORY     - Date     Condition        Report By
 JN0224  HISTORY     - 1963     MONUMENTED       CGS
 JN0224  HISTORY     - 1979     GOOD             USGS
 JN0224
 JN0224                          STATION DESCRIPTION
 JN0224
 JN0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0224'12.1 MI S FROM LOA.
 JN0224'12.1 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0224'24 AT LOA, ON THE EAST BANK OF A SMALL CREEK, ABOUT 50 FEET NORTH OF
 JN0224'THE CROSSING OF THE CREEK, IN THE TOP OF A 10- BY 10-FOOT BOULDER
 JN0224'WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 30 FEET WEST OF THE
 JN0224'CENTER LINE OF THE ROAD, 4.2 FEET WEST OF A WITNESS POST, AND ABOUT
 JN0224'LEVEL WITH THE ROAD.
 JN0224
 JN0224                          STATION RECOVERY (1979)
 JN0224
 JN0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JN0224'12.0 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0224'24 AT LOA, (REST OF DESCRIPTION SAME).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0355 ***********************************************************************
 HN0355  DESIGNATION -  P 168
 HN0355  PID         -  HN0355
 HN0355  STATE/COUNTY-  UT/GARFIELD
 HN0355  COUNTRY     -  US
 HN0355  USGS QUAD   -  SEEP FLAT (2017)
 HN0355
 HN0355                         *CURRENT SURVEY CONTROL
 HN0355  ______________________________________________________________________
 HN0355* NAD 83(1986) POSITION- 37 35 42.     (N) 111 24 59.     (W)   SCALED
 HN0355* NAVD 88 ORTHO HEIGHT -  1637.428 (meters)     5372.13  (feet) ADJUSTED
 HN0355  ______________________________________________________________________
 HN0355  GEOID HEIGHT    -        -21.169 (meters)                     GEOID18
 HN0355  DYNAMIC HEIGHT  -       1635.557 (meters)     5365.99  (feet) COMP
 HN0355  MODELED GRAVITY -    979,430.0   (mgal)                       NAVD 88
 HN0355
 HN0355  VERT ORDER      -  SECOND    CLASS 0
 HN0355
 HN0355.The horizontal coordinates were scaled from a map and have
 HN0355.an estimated accuracy of +/- 6 seconds.
 HN0355
 HN0355.The orthometric height was determined by differential leveling and
 HN0355.adjusted by the NATIONAL GEODETIC SURVEY
 HN0355.in June 1991.
 HN0355
 HN0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0355.GEOID18 height accuracy estimate available here.
 HN0355
 HN0355.Click photographs - Photos may exist for this station.
 HN0355
 HN0355.The dynamic height is computed by dividing the NAVD 88
 HN0355.geopotential number by the normal gravity value computed on the
 HN0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0355.degrees latitude (g = 980.6199 gals.).
 HN0355
 HN0355.The modeled gravity was interpolated from observed gravity values.
 HN0355
 HN0355;                    North         East    Units  Estimated Accuracy
 HN0355;SPC UT S     - 3,103,030.      507,380.      MT  (+/- 180 meters Scaled)
 HN0355
 HN0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG632609(NAD 83)
 HN0355
 HN0355                          SUPERSEDED SURVEY CONTROL
 HN0355
 HN0355  NGVD 29 (??/??/92) 1636.307  (m)         5368.45   (f) ADJ UNCH    2 0
 HN0355
 HN0355.Superseded values are not recommended for survey control.
 HN0355
 HN0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0355.See file dsdata.pdf to determine how the superseded data were derived.
 HN0355
 HN0355_MARKER: DB = BENCH MARK DISK
 HN0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0355_STAMPING: P 168 1963
 HN0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0355+STABILITY: SURFACE MOTION
 HN0355
 HN0355  HISTORY     - Date     Condition        Report By
 HN0355  HISTORY     - 1963     MONUMENTED       CGS
 HN0355
 HN0355                          STATION DESCRIPTION
 HN0355
 HN0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0355'16.15 MI SE FROM ESCALANTE.
 HN0355'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0355'AT ESCALANTE, THENCE 11.15 MILES SOUTHEAST ALONG A DIRT ROAD, 32 FEET
 HN0355'NORTHEAST OF THE CENTER LINE OF THE ROAD, 78 FEET NORTHWEST OF THE
 HN0355'CENTER OF A SMALL DITCH, 2.8 FEET NORTHEAST OF A WITNESS POST, ABOUT
 HN0355'1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HN0355'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0513 ***********************************************************************
 HN0513  DESIGNATION -  P 169
 HN0513  PID         -  HN0513
 HN0513  STATE/COUNTY-  UT/KANE
 HN0513  COUNTRY     -  US
 HN0513  USGS QUAD   -  SOONER BENCH (2017)
 HN0513
 HN0513                         *CURRENT SURVEY CONTROL
 HN0513  ______________________________________________________________________
 HN0513* NAD 83(1986) POSITION- 37 17 28.54   (N) 111 01 12.92   (W)   HD_HELD1
 HN0513* NAVD 88 ORTHO HEIGHT -  1292.484 (meters)     4240.42  (feet) ADJUSTED
 HN0513  ______________________________________________________________________
 HN0513  GEOID HEIGHT    -        -22.638 (meters)                     GEOID18
 HN0513  DYNAMIC HEIGHT  -       1290.936 (meters)     4235.35  (feet) COMP
 HN0513  MODELED GRAVITY -    979,390.6   (mgal)                       NAVD 88
 HN0513
 HN0513  VERT ORDER      -  SECOND    CLASS 0
 HN0513
 HN0513.The horizontal coordinates were determined by differentially corrected
 HN0513.hand held GPS observations or other comparable positioning techniques
 HN0513.and have an estimated accuracy of +/- 3 meters.
 HN0513
 HN0513.The orthometric height was determined by differential leveling and
 HN0513.adjusted by the NATIONAL GEODETIC SURVEY
 HN0513.in June 1991.
 HN0513
 HN0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0513.GEOID18 height accuracy estimate available here.
 HN0513
 HN0513.Click photographs - Photos may exist for this station.
 HN0513
 HN0513.The dynamic height is computed by dividing the NAVD 88
 HN0513.geopotential number by the normal gravity value computed on the
 HN0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0513.degrees latitude (g = 980.6199 gals.).
 HN0513
 HN0513.The modeled gravity was interpolated from observed gravity values.
 HN0513
 HN0513;                    North         East    Units  Estimated Accuracy
 HN0513;SPC UT S     - 3,069,428.6     542,538.7     MT  (+/- 3 meters HH1 GPS) 
 HN0513
 HN0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG9820427183(NAD 83)
 HN0513
 HN0513                          SUPERSEDED SURVEY CONTROL
 HN0513
 HN0513  NGVD 29 (??/??/92) 1291.394  (m)         4236.85   (f) ADJ UNCH    2 0
 HN0513
 HN0513.Superseded values are not recommended for survey control.
 HN0513
 HN0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0513.See file dsdata.pdf to determine how the superseded data were derived.
 HN0513
 HN0513_MARKER: DB = BENCH MARK DISK
 HN0513_SETTING: 66 = SET IN ROCK OUTCROP
 HN0513_STAMPING: P 169 1963
 HN0513_MARK LOGO: CGS
 HN0513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0513+STABILITY: POSITION/ELEVATION WELL
 HN0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0513+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2024
 HN0513
 HN0513  HISTORY     - Date     Condition        Report By
 HN0513  HISTORY     - 1963     MONUMENTED       CGS
 HN0513  HISTORY     - 20241021 GOOD             LOCSUR
 HN0513
 HN0513                          STATION DESCRIPTION
 HN0513
 HN0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0513'50.1 MI SE FROM ESCALANTE.
 HN0513'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0513'AT ESCALANTE, THENCE 45.1 MILES SOUTHEAST ALONG A DIRT ROAD, 0.05 MILE
 HN0513'NORTH OF THE CROSSING OF A DEEP WASH, ABOUT 25 YARDS SOUTHEAST OF THE
 HN0513'CENTER OF THE JUNCTION OF A BLADED ROAD SOUTHWEST, 47 FEET EAST OF THE
 HN0513'CENTER LINE OF THE ROAD, IN THE TOP OF A SMALL WHITE OUTCROP, 12.0
 HN0513'FEET NORTHEAST OF A WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE
 HN0513'ROAD.
 HN0513
 HN0513                          STATION RECOVERY (2024)
 HN0513
 HN0513'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2024 (TPF)
 HN0513'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0487 ***********************************************************************
 MR0487  DESIGNATION -  P 170
 MR0487  PID         -  MR0487
 MR0487  STATE/COUNTY-  UT/CACHE
 MR0487  COUNTRY     -  US
 MR0487  USGS QUAD   -  TRENTON (2017)
 MR0487
 MR0487                         *CURRENT SURVEY CONTROL
 MR0487  ______________________________________________________________________
 MR0487* NAD 83(1986) POSITION- 41 54 11.     (N) 111 57 05.     (W)   SCALED
 MR0487* NAVD 88 ORTHO HEIGHT -  1375.713 (meters)     4513.49  (feet) ADJUSTED
 MR0487  ______________________________________________________________________
 MR0487  GEOID HEIGHT    -        -15.162 (meters)                     GEOID18
 MR0487  DYNAMIC HEIGHT  -       1374.759 (meters)     4510.36  (feet) COMP
 MR0487  MODELED GRAVITY -    979,881.4   (mgal)                       NAVD 88
 MR0487
 MR0487  VERT ORDER      -  FIRST     CLASS I
 MR0487
 MR0487.The horizontal coordinates were scaled from a map and have
 MR0487.an estimated accuracy of +/- 6 seconds.
 MR0487
 MR0487.The orthometric height was determined by differential leveling and
 MR0487.adjusted by the NATIONAL GEODETIC SURVEY
 MR0487.in June 1991.
 MR0487
 MR0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0487.GEOID18 height accuracy estimate available here.
 MR0487
 MR0487.Click photographs - Photos may exist for this station.
 MR0487
 MR0487.The dynamic height is computed by dividing the NAVD 88
 MR0487.geopotential number by the normal gravity value computed on the
 MR0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0487.degrees latitude (g = 980.6199 gals.).
 MR0487
 MR0487.The modeled gravity was interpolated from observed gravity values.
 MR0487
 MR0487;                    North         East    Units  Estimated Accuracy
 MR0487;SPC UT N     - 1,174,420.      462,550.      MT  (+/- 180 meters Scaled)
 MR0487
 MR0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM210394(NAD 83)
 MR0487
 MR0487                          SUPERSEDED SURVEY CONTROL
 MR0487
 MR0487  NGVD 29 (??/??/92) 1374.675  (m)         4510.08   (f) ADJ UNCH    1 1
 MR0487
 MR0487.Superseded values are not recommended for survey control.
 MR0487
 MR0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0487.See file dsdata.pdf to determine how the superseded data were derived.
 MR0487
 MR0487_MARKER: DB = BENCH MARK DISK
 MR0487_SETTING: 66 = SET IN ROCK OUTCROP
 MR0487_STAMPING: P 170 1967
 MR0487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0487+STABILITY: POSITION/ELEVATION WELL
 MR0487
 MR0487  HISTORY     - Date     Condition        Report By
 MR0487  HISTORY     - 1967     MONUMENTED       CGS
 MR0487
 MR0487                          STATION DESCRIPTION
 MR0487
 MR0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0487'1.3 MI S FROM TRENTON.
 MR0487'1.0 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 MR0487'STATE HIGHWAY 170 AT TRENTON, THENCE 0.3 MILE WEST ALONG A GRAVELED
 MR0487'ROAD, AT THE JUNCTION OF STATE HIGHWAY 23, IN THE TOP OF A 6- BY
 MR0487'6-FOOT OUTCROP WHICH PROJECTS ABOUT 5 FEET ON THE EAST SIDE, 196 FEET
 MR0487'NORTH OF THE EXTENDED CENTER LINE OF THE ROAD, 83 FEET WEST OF THE
 MR0487'CENTER LINE OF THE HIGHWAY, 152.7 FEET NORTH OF BENCH MARK N 170, 45.1
 MR0487'FEET WEST OF A FENCE, 51 FEET SOUTHWEST OF THE T JUNCTION OF FENCES,
 MR0487'AND ABOUT 12 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0174 ***********************************************************************
 MS0174  DESIGNATION -  P 171
 MS0174  PID         -  MS0174
 MS0174  STATE/COUNTY-  UT/BOX ELDER
 MS0174  COUNTRY     -  US
 MS0174  USGS QUAD   -  WILLARD (2017)
 MS0174
 MS0174                         *CURRENT SURVEY CONTROL
 MS0174  ______________________________________________________________________
 MS0174* NAD 83(1986) POSITION- 41 24 31.9    (N) 112 02 10.3    (W)   HD_HELD2
 MS0174* NAVD 88 ORTHO HEIGHT -  1325.590 (meters)     4349.04  (feet) ADJUSTED
 MS0174  ______________________________________________________________________
 MS0174  GEOID HEIGHT    -        -16.278 (meters)                     GEOID18
 MS0174  DYNAMIC HEIGHT  -       1324.626 (meters)     4345.88  (feet) COMP
 MS0174  MODELED GRAVITY -    979,851.1   (mgal)                       NAVD 88
 MS0174
 MS0174  VERT ORDER      -  FIRST     CLASS I
 MS0174
 MS0174.The horizontal coordinates were established by autonomous hand held GPS
 MS0174.observations and have an estimated accuracy of +/- 10 meters.
 MS0174
 MS0174.The orthometric height was determined by differential leveling and
 MS0174.adjusted by the NATIONAL GEODETIC SURVEY
 MS0174.in June 1991.
 MS0174
 MS0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0174.GEOID18 height accuracy estimate available here.
 MS0174
 MS0174.Click photographs - Photos may exist for this station.
 MS0174
 MS0174.The dynamic height is computed by dividing the NAVD 88
 MS0174.geopotential number by the normal gravity value computed on the
 MS0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0174.degrees latitude (g = 980.6199 gals.).
 MS0174
 MS0174.The modeled gravity was interpolated from observed gravity values.
 MS0174
 MS0174;                    North         East    Units  Estimated Accuracy
 MS0174;SPC UT N     - 1,119,576.      455,169.      MT  (+/- 10 meters HH2 GPS)
 MS0174
 MS0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1339484664(NAD 83)
 MS0174
 MS0174                          SUPERSEDED SURVEY CONTROL
 MS0174
 MS0174  NGVD 29 (??/??/92) 1324.596  (m)         4345.78   (f) ADJ UNCH    1 1
 MS0174
 MS0174.Superseded values are not recommended for survey control.
 MS0174
 MS0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0174.See file dsdata.pdf to determine how the superseded data were derived.
 MS0174
 MS0174_MARKER: DB = BENCH MARK DISK
 MS0174_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MS0174_SP_SET: DRAINAGE STRUCTURE
 MS0174_STAMPING: P 171 1967
 MS0174_MARK LOGO: CGS
 MS0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0174
 MS0174  HISTORY     - Date     Condition        Report By
 MS0174  HISTORY     - 1967     MONUMENTED       CGS
 MS0174
 MS0174                          STATION DESCRIPTION
 MS0174
 MS0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0174'IN WILLARD.
 MS0174'AT WILLARD, 0.05 MILE NORTH OF THE POST OFFICE, AT THE T JUNCTION OF
 MS0174'U.S. HIGHWAYS 89, 91 30S (MAIN STREET) AND CENTER STREET LEADING EAST,
 MS0174'54 FEET EAST OF THE CENTER LINE OF THE EAST HIGHWAY LANES, 18 FEET
 MS0174'NORTH OF THE CENTER LINE OF CENTER STREET, IN THE TOP OF THE SOUTHWEST
 MS0174'CORNER OF 3 1/2 BY 6-FOOT DRAIN STRUCTURE WITH A STEEL GRATE, ABOUT
 MS0174'1/2 FOOT HIGHER THAN THE HIGHWAY, AND ABOUT 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0245 ***********************************************************************
 LP0245  DESIGNATION -  P 173
 LP0245  PID         -  LP0245
 LP0245  STATE/COUNTY-  UT/TOOELE
 LP0245  COUNTRY     -  US
 LP0245  USGS QUAD   -  TOOELE (2017)
 LP0245
 LP0245                         *CURRENT SURVEY CONTROL
 LP0245  ______________________________________________________________________
 LP0245* NAD 83(1986) POSITION- 40 35 59.     (N) 112 15 22.     (W)   SCALED
 LP0245* NAVD 88 ORTHO HEIGHT -  1409.792 (meters)     4625.29  (feet) ADJUSTED
 LP0245  ______________________________________________________________________
 LP0245  GEOID HEIGHT    -        -17.259 (meters)                     GEOID18
 LP0245  DYNAMIC HEIGHT  -       1408.641 (meters)     4621.52  (feet) COMP
 LP0245  MODELED GRAVITY -    979,759.9   (mgal)                       NAVD 88
 LP0245
 LP0245  VERT ORDER      -  FIRST     CLASS I
 LP0245
 LP0245.The horizontal coordinates were scaled from a map and have
 LP0245.an estimated accuracy of +/- 6 seconds.
 LP0245
 LP0245.The orthometric height was determined by differential leveling and
 LP0245.adjusted by the NATIONAL GEODETIC SURVEY
 LP0245.in June 1991.
 LP0245
 LP0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0245.GEOID18 height accuracy estimate available here.
 LP0245
 LP0245.Click photographs - Photos may exist for this station.
 LP0245
 LP0245.The dynamic height is computed by dividing the NAVD 88
 LP0245.geopotential number by the normal gravity value computed on the
 LP0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0245.degrees latitude (g = 980.6199 gals.).
 LP0245
 LP0245.The modeled gravity was interpolated from observed gravity values.
 LP0245
 LP0245;                    North         East    Units  Estimated Accuracy
 LP0245;SPC UT C     - 2,251,890.      436,000.      MT  (+/- 180 meters Scaled)
 LP0245
 LP0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK937950(NAD 83)
 LP0245
 LP0245                          SUPERSEDED SURVEY CONTROL
 LP0245
 LP0245  NGVD 29 (??/??/92) 1408.72   (m)         4621.8    (f) COMPUTED    1 1
 LP0245
 LP0245.Superseded values are not recommended for survey control.
 LP0245
 LP0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0245.See file dsdata.pdf to determine how the superseded data were derived.
 LP0245
 LP0245_MARKER: DB = BENCH MARK DISK
 LP0245_SETTING: 66 = SET IN ROCK OUTCROP
 LP0245_STAMPING: P 173 1970
 LP0245_MARK LOGO: CGS
 LP0245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0245+STABILITY: POSITION/ELEVATION WELL
 LP0245
 LP0245  HISTORY     - Date     Condition        Report By
 LP0245  HISTORY     - 1970     MONUMENTED       NGS
 LP0245
 LP0245                          STATION DESCRIPTION
 LP0245
 LP0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0245'6.55 MI NE FROM WARNER.
 LP0245'6.55 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LP0245'AT WARNER, 2 POLES NORTH AND ACROSS THE TRACK FROM MILE POST 754.75,
 LP0245'ON THE SOUTH SLOPE OF A ROCKY HILL, 119.5 FEET EAST OF THE EAST RAIL,
 LP0245'75 FEET EAST OF THE NORTH END OF A STEEL GATE, 38 FEET NORTHEAST OF
 LP0245'THE CENTER LINE OF A TRACK ROAD, 122 FEET EAST OF THE CENTER OF A
 LP0245'MOTOR CAR SET-OFF, IN THE TOP OF AN OUTCROP PROJECTING 1 1/2 FEET, 2.3
 LP0245'FEET SOUTHEAST OF A WITNESS POST AND ABOUT 6 FEET HIGHER THAN THE
 LP0245'TRACK.  SECTION 36, T 4W, R 3S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0221 ***********************************************************************
 LP0221  DESIGNATION -  P 174
 LP0221  PID         -  LP0221
 LP0221  STATE/COUNTY-  UT/SALT LAKE
 LP0221  COUNTRY     -  US
 LP0221  USGS QUAD   -  MAGNA (2017)
 LP0221
 LP0221                         *CURRENT SURVEY CONTROL
 LP0221  ______________________________________________________________________
 LP0221* NAD 83(1986) POSITION- 40 43 33.     (N) 112 02 15.     (W)   SCALED
 LP0221* NAVD 88 ORTHO HEIGHT -  1290.956 (meters)     4235.41  (feet) ADJUSTED
 LP0221  ______________________________________________________________________
 LP0221  GEOID HEIGHT    -        -17.171 (meters)                     GEOID18
 LP0221  DYNAMIC HEIGHT  -       1289.955 (meters)     4232.13  (feet) COMP
 LP0221  MODELED GRAVITY -    979,805.0   (mgal)                       NAVD 88
 LP0221
 LP0221  VERT ORDER      -  FIRST     CLASS I
 LP0221
 LP0221.The horizontal coordinates were scaled from a map and have
 LP0221.an estimated accuracy of +/- 6 seconds.
 LP0221
 LP0221.The orthometric height was determined by differential leveling and
 LP0221.adjusted by the NATIONAL GEODETIC SURVEY
 LP0221.in June 1991.
 LP0221
 LP0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0221.GEOID18 height accuracy estimate available here.
 LP0221
 LP0221.Click photographs - Photos may exist for this station.
 LP0221
 LP0221.The dynamic height is computed by dividing the NAVD 88
 LP0221.geopotential number by the normal gravity value computed on the
 LP0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0221.degrees latitude (g = 980.6199 gals.).
 LP0221
 LP0221.The modeled gravity was interpolated from observed gravity values.
 LP0221
 LP0221;                    North         East    Units  Estimated Accuracy
 LP0221;SPC UT C     - 2,265,760.      454,590.      MT  (+/- 180 meters Scaled)
 LP0221
 LP0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL123088(NAD 83)
 LP0221
 LP0221                          SUPERSEDED SURVEY CONTROL
 LP0221
 LP0221  NGVD 29 (??/??/92) 1290.020  (m)         4232.34   (f) ADJ UNCH    1 1
 LP0221
 LP0221.Superseded values are not recommended for survey control.
 LP0221
 LP0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0221.See file dsdata.pdf to determine how the superseded data were derived.
 LP0221
 LP0221_MARKER: DB = BENCH MARK DISK
 LP0221_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0221_SP_SET: CULVERT HEADWALL
 LP0221_STAMPING: P 174 1970
 LP0221_MARK LOGO: CGS
 LP0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0221+STABILITY: SURFACE MOTION
 LP0221
 LP0221  HISTORY     - Date     Condition        Report By
 LP0221  HISTORY     - 1970     MONUMENTED       NGS
 LP0221
 LP0221                          STATION DESCRIPTION
 LP0221
 LP0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0221'4.4 MI E FROM MAGNA.
 LP0221'0.5 MILE NORTH ALONG 9180 WEST STREET FROM WEBSTER SCHOOL AT MAGNA,
 LP0221'THENCE 3.9 MILES EAST ALONG U.S. HIGHWAY 40 AND 50 ALTERNATE, 0.4 MILE
 LP0221'WEST OF THE CROSSING OF A STEEL TOWER POWER TRANSMISSION LINE, IN THE
 LP0221'TOP AND 1.1 FEET WEST OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL
 LP0221'OF A 24-INCH PIPE CULVERT UNDER A DIRT ROAD (FORMER HIGHWAY) 107 FEET
 LP0221'NORTH OF THE CENTER LINE OF THE HIGHWAY, 24 FEET SOUTH OF THE CENTER
 LP0221'LINE OF THE DIRT ROAD, ABOUT 3 1/2 FEET LOWER THAN THE HIGHWAY, AND 1
 LP0221'FOOT LOWER THAN THE ROAD.  SECTION 23, T1S, R 2W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0262 ***********************************************************************
 LP0262  DESIGNATION -  P 175
 LP0262  PID         -  LP0262
 LP0262  STATE/COUNTY-  UT/TOOELE
 LP0262  COUNTRY     -  US
 LP0262  USGS QUAD   -  SOUTH MOUNTAIN (2017)
 LP0262
 LP0262                         *CURRENT SURVEY CONTROL
 LP0262  ______________________________________________________________________
 LP0262* NAD 83(1986) POSITION- 40 25 51.2    (N) 112 22 43.7    (W)   HD_HELD2
 LP0262* NAVD 88 ORTHO HEIGHT -  1529.403 (meters)     5017.72  (feet) ADJUSTED
 LP0262  ______________________________________________________________________
 LP0262  GEOID HEIGHT    -        -17.448 (meters)                     GEOID18
 LP0262  DYNAMIC HEIGHT  -       1528.084 (meters)     5013.39  (feet) COMP
 LP0262  MODELED GRAVITY -    979,709.2   (mgal)                       NAVD 88
 LP0262
 LP0262  VERT ORDER      -  FIRST     CLASS I
 LP0262
 LP0262.The horizontal coordinates were established by autonomous hand held GPS
 LP0262.observations and have an estimated accuracy of +/- 10 meters.
 LP0262
 LP0262.The orthometric height was determined by differential leveling and
 LP0262.adjusted by the NATIONAL GEODETIC SURVEY
 LP0262.in June 1991.
 LP0262
 LP0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0262.GEOID18 height accuracy estimate available here.
 LP0262
 LP0262.Click photographs - Photos may exist for this station.
 LP0262
 LP0262.The dynamic height is computed by dividing the NAVD 88
 LP0262.geopotential number by the normal gravity value computed on the
 LP0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0262.degrees latitude (g = 980.6199 gals.).
 LP0262
 LP0262.The modeled gravity was interpolated from observed gravity values.
 LP0262
 LP0262;                    North         East    Units  Estimated Accuracy
 LP0262;SPC UT C     - 2,233,239.      425,434.      MT  (+/- 10 meters HH2 GPS)
 LP0262
 LP0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK8304676496(NAD 83)
 LP0262
 LP0262                          SUPERSEDED SURVEY CONTROL
 LP0262
 LP0262  NGVD 29 (??/??/92) 1528.27   (m)         5014.0    (f) COMPUTED    1 1
 LP0262
 LP0262.Superseded values are not recommended for survey control.
 LP0262
 LP0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0262.See file dsdata.pdf to determine how the superseded data were derived.
 LP0262
 LP0262_MARKER: DB = BENCH MARK DISK
 LP0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0262_STAMPING: P 175 1970
 LP0262_MARK LOGO: CGS
 LP0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0262+STABILITY: SURFACE MOTION
 LP0262
 LP0262  HISTORY     - Date     Condition        Report By
 LP0262  HISTORY     - 1970     MONUMENTED       NGS
 LP0262
 LP0262                          STATION DESCRIPTION
 LP0262
 LP0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0262'1.7 MI S FROM STOCKTON.
 LP0262'1.7 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM AN ASPHALT ROAD
 LP0262'CROSSING IN STOCKTON, 118 FEET SOUTHEAST AND ACROSS THE TRACK FROM THE
 LP0262'FIFTH POLE SOUTHWEST OF MILE POST 741, 80.5 FEET SOUTHEAST OF THE
 LP0262'SOUTHEAST RAIL, 17.3 FEET NORTHWEST OF A FENCE, 1 1/2 FEET SOUTHWEST
 LP0262'OF A TELEPHONE POLE, 1.3 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL
 LP0262'WITH THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 LP0262'SECTION 35, T 5W, R 4S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0287 ***********************************************************************
 LP0287  DESIGNATION -  P 176
 LP0287  PID         -  LP0287
 LP0287  STATE/COUNTY-  UT/TOOELE
 LP0287  COUNTRY     -  US
 LP0287  USGS QUAD   -  LOFGREEN (2017)
 LP0287
 LP0287                         *CURRENT SURVEY CONTROL
 LP0287  ______________________________________________________________________
 LP0287* NAD 83(1986) POSITION- 40 05 35.     (N) 112 21 03.     (W)   SCALED
 LP0287* NAVD 88 ORTHO HEIGHT -  1694.905 (meters)     5560.70  (feet) ADJUSTED
 LP0287  ______________________________________________________________________
 LP0287  GEOID HEIGHT    -        -17.766 (meters)                     GEOID18
 LP0287  DYNAMIC HEIGHT  -       1693.371 (meters)     5555.67  (feet) COMP
 LP0287  MODELED GRAVITY -    979,660.6   (mgal)                       NAVD 88
 LP0287
 LP0287  VERT ORDER      -  FIRST     CLASS I
 LP0287
 LP0287.The horizontal coordinates were scaled from a map and have
 LP0287.an estimated accuracy of +/- 6 seconds.
 LP0287
 LP0287.The orthometric height was determined by differential leveling and
 LP0287.adjusted by the NATIONAL GEODETIC SURVEY
 LP0287.in June 1991.
 LP0287
 LP0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0287.GEOID18 height accuracy estimate available here.
 LP0287
 LP0287.Click photographs - Photos may exist for this station.
 LP0287
 LP0287.The dynamic height is computed by dividing the NAVD 88
 LP0287.geopotential number by the normal gravity value computed on the
 LP0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0287.degrees latitude (g = 980.6199 gals.).
 LP0287
 LP0287.The modeled gravity was interpolated from observed gravity values.
 LP0287
 LP0287;                    North         East    Units  Estimated Accuracy
 LP0287;SPC UT C     - 2,195,710.      427,450.      MT  (+/- 180 meters Scaled)
 LP0287
 LP0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK848389(NAD 83)
 LP0287
 LP0287                          SUPERSEDED SURVEY CONTROL
 LP0287
 LP0287  NGVD 29 (??/??/92) 1693.72   (m)         5556.8    (f) COMPUTED    1 1
 LP0287
 LP0287.Superseded values are not recommended for survey control.
 LP0287
 LP0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0287.See file dsdata.pdf to determine how the superseded data were derived.
 LP0287
 LP0287_MARKER: DB = BENCH MARK DISK
 LP0287_SETTING: 66 = SET IN ROCK OUTCROP
 LP0287_STAMPING: P 176 1970
 LP0287_MARK LOGO: CGS
 LP0287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0287+STABILITY: POSITION/ELEVATION WELL
 LP0287
 LP0287  HISTORY     - Date     Condition        Report By
 LP0287  HISTORY     - 1970     MONUMENTED       NGS
 LP0287
 LP0287                          STATION DESCRIPTION
 LP0287
 LP0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0287'6.15 MI N FROM LOFGREEN.
 LP0287'6.15 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LP0287'SIGN AT LOFGREEN, 3 1/2 POLES NORTH OF MILE POST 716, IN A SMALL ROCKY
 LP0287'CUT, 61 1/2 FEET WEST OF A TELEPHONE POLE, 11.3 FEET EAST OF THE EAST
 LP0287'RAIL, 5.0 FEET NORTH OF A WITNESS POST, IN THE TOP OF A ROCK LEDGE
 LP0287'THAT PROJECTS ON ITS WEST SIDE, 3 FEET HIGHER THAN THE TRACK. SECTION
 LP0287'25, T 5W, R 8S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0050 ***********************************************************************
 KO0050  DESIGNATION -  P 177
 KO0050  PID         -  KO0050
 KO0050  STATE/COUNTY-  UT/JUAB
 KO0050  COUNTRY     -  US
 KO0050  USGS QUAD   -  MCINTYRE (2017)
 KO0050
 KO0050                         *CURRENT SURVEY CONTROL
 KO0050  ______________________________________________________________________
 KO0050* NAD 83(1986) POSITION- 39 52 19.     (N) 112 09 16.     (W)   SCALED
 KO0050* NAVD 88 ORTHO HEIGHT -  1737.024 (meters)     5698.89  (feet) ADJUSTED
 KO0050  ______________________________________________________________________
 KO0050  GEOID HEIGHT    -        -17.886 (meters)                     GEOID18
 KO0050  DYNAMIC HEIGHT  -       1735.355 (meters)     5693.41  (feet) COMP
 KO0050  MODELED GRAVITY -    979,604.1   (mgal)                       NAVD 88
 KO0050
 KO0050  VERT ORDER      -  FIRST     CLASS I
 KO0050
 KO0050.The horizontal coordinates were scaled from a map and have
 KO0050.an estimated accuracy of +/- 6 seconds.
 KO0050
 KO0050.The orthometric height was determined by differential leveling and
 KO0050.adjusted by the NATIONAL GEODETIC SURVEY
 KO0050.in June 1991.
 KO0050
 KO0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0050.GEOID18 height accuracy estimate available here.
 KO0050
 KO0050.Click photographs - Photos may exist for this station.
 KO0050
 KO0050.The dynamic height is computed by dividing the NAVD 88
 KO0050.geopotential number by the normal gravity value computed on the
 KO0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0050.degrees latitude (g = 980.6199 gals.).
 KO0050
 KO0050.The modeled gravity was interpolated from observed gravity values.
 KO0050
 KO0050;                    North         East    Units  Estimated Accuracy
 KO0050;SPC UT C     - 2,171,020.      444,020.      MT  (+/- 180 meters Scaled)
 KO0050
 KO0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK012141(NAD 83)
 KO0050
 KO0050                          SUPERSEDED SURVEY CONTROL
 KO0050
 KO0050.No superseded survey control is available for this station.
 KO0050
 KO0050_MARKER: DB = BENCH MARK DISK
 KO0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KO0050_SP_SET: CULVERT
 KO0050_STAMPING: P 177 1970
 KO0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0050
 KO0050  HISTORY     - Date     Condition        Report By
 KO0050  HISTORY     - 1970     MONUMENTED       NGS
 KO0050
 KO0050                          STATION DESCRIPTION
 KO0050
 KO0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0050'3.7 MI S FROM TINTIC JUNCTION.
 KO0050'3.7 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 KO0050'TINTIC JUNCTION, 0.45 MILE SOUTH OF THE CROSSING OF A DIRT ROAD, 1 1/4
 KO0050'POLES NORTH OF MILEPOLE 694.75, IN THE TOP AND 1.7 FEET SOUTH OF THE
 KO0050'NORTH END OF THE EAST CONCRETE HEAD WALL OF ARCH CULVERT 694.83, 17.4
 KO0050'FEET EAST OF THE EAST RAIL, AND ABOUT 7 1/2 FEET LOWER THAN THE TRACK.
 KO0050'SECTION 14, T11S, R3W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0014 ***********************************************************************
 KO0014  DESIGNATION -  P 178
 KO0014  PID         -  KO0014
 KO0014  STATE/COUNTY-  UT/JUAB
 KO0014  COUNTRY     -  US
 KO0014  USGS QUAD   -  LYNNDYL EAST (2017)
 KO0014
 KO0014                         *CURRENT SURVEY CONTROL
 KO0014  ______________________________________________________________________
 KO0014* NAD 83(1986) POSITION- 39 37 25.     (N) 112 18 57.     (W)   SCALED
 KO0014* NAVD 88 ORTHO HEIGHT -  1515.114 (meters)     4970.84  (feet) ADJUSTED
 KO0014  ______________________________________________________________________
 KO0014  GEOID HEIGHT    -        -18.268 (meters)                     GEOID18
 KO0014  DYNAMIC HEIGHT  -       1513.752 (meters)     4966.37  (feet) COMP
 KO0014  MODELED GRAVITY -    979,674.1   (mgal)                       NAVD 88
 KO0014
 KO0014  VERT ORDER      -  FIRST     CLASS I
 KO0014
 KO0014.The horizontal coordinates were scaled from a map and have
 KO0014.an estimated accuracy of +/- 6 seconds.
 KO0014
 KO0014.The orthometric height was determined by differential leveling and
 KO0014.adjusted by the NATIONAL GEODETIC SURVEY
 KO0014.in June 1991.
 KO0014
 KO0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0014.GEOID18 height accuracy estimate available here.
 KO0014
 KO0014.Click photographs - Photos may exist for this station.
 KO0014
 KO0014.The dynamic height is computed by dividing the NAVD 88
 KO0014.geopotential number by the normal gravity value computed on the
 KO0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0014.degrees latitude (g = 980.6199 gals.).
 KO0014
 KO0014.The modeled gravity was interpolated from observed gravity values.
 KO0014
 KO0014;                    North         East    Units  Estimated Accuracy
 KO0014;SPC UT C     - 2,143,560.      429,960.      MT  (+/- 180 meters Scaled)
 KO0014
 KO0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ870868(NAD 83)
 KO0014
 KO0014                          SUPERSEDED SURVEY CONTROL
 KO0014
 KO0014.No superseded survey control is available for this station.
 KO0014
 KO0014_MARKER: DB = BENCH MARK DISK
 KO0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0014_STAMPING: P 178 1970
 KO0014_MARK LOGO: CGS
 KO0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0014+STABILITY: SURFACE MOTION
 KO0014
 KO0014  HISTORY     - Date     Condition        Report By
 KO0014  HISTORY     - 1970     MONUMENTED       NGS
 KO0014
 KO0014                          STATION DESCRIPTION
 KO0014
 KO0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0014'7.75 MI NE FROM LYNNDYL.
 KO0014'7.75 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0014'SIGN AT LYNNDYL, 3 POLES NORTHEAST OF MILEPOLE 673.50, 78.7 FEET
 KO0014'SOUTHEAST OF THE SOUTHEAST RAIL, 129 1/2 FEET SOUTHEAST AND ACROSS THE
 KO0014'TRACK FROM THE THIRD POLE NORTHEAST OF THE MILEPOLE, 1 1/2 FEET
 KO0014'NORTHWEST OF A TELEPHONE POLE, 19.3 FEET NORTHWEST OF THE SOUTHEAST
 KO0014'RIGHT-OF-WAY FENCE, 2.6 FEET SOUTHWEST OF A WITNESS POST, ABOUT 7 FEET
 KO0014'HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 KO0014'PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 8, T14S, R4W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0220 ***********************************************************************
 KO0220  DESIGNATION -  P 179
 KO0220  PID         -  KO0220
 KO0220  STATE/COUNTY-  UT/MILLARD
 KO0220  COUNTRY     -  US
 KO0220  USGS QUAD   -  DELTA (2017)
 KO0220
 KO0220                         *CURRENT SURVEY CONTROL
 KO0220  ______________________________________________________________________
 KO0220* NAD 83(1986) POSITION- 39 19 10.     (N) 112 36 37.     (W)   SCALED
 KO0220* NAVD 88 ORTHO HEIGHT -  1405.369 (meters)     4610.78  (feet) ADJUSTED
 KO0220  ______________________________________________________________________
 KO0220  GEOID HEIGHT    -        -19.644 (meters)                     GEOID18
 KO0220  DYNAMIC HEIGHT  -       1404.058 (meters)     4606.48  (feet) COMP
 KO0220  MODELED GRAVITY -    979,645.4   (mgal)                       NAVD 88
 KO0220
 KO0220  VERT ORDER      -  FIRST     CLASS I
 KO0220
 KO0220.The horizontal coordinates were scaled from a map and have
 KO0220.an estimated accuracy of +/- 6 seconds.
 KO0220
 KO0220.The orthometric height was determined by differential leveling and
 KO0220.adjusted by the NATIONAL GEODETIC SURVEY
 KO0220.in June 1991.
 KO0220
 KO0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0220.GEOID18 height accuracy estimate available here.
 KO0220
 KO0220.Click photographs - Photos may exist for this station.
 KO0220
 KO0220.The dynamic height is computed by dividing the NAVD 88
 KO0220.geopotential number by the normal gravity value computed on the
 KO0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0220.degrees latitude (g = 980.6199 gals.).
 KO0220
 KO0220.The modeled gravity was interpolated from observed gravity values.
 KO0220
 KO0220;                    North         East    Units  Estimated Accuracy
 KO0220;SPC UT C     - 2,110,070.      404,260.      MT  (+/- 180 meters Scaled)
 KO0220
 KO0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ611534(NAD 83)
 KO0220
 KO0220                          SUPERSEDED SURVEY CONTROL
 KO0220
 KO0220  NGVD 29 (??/??/92) 1404.26   (m)         4607.1    (f) COMPUTED    1 1
 KO0220
 KO0220.Superseded values are not recommended for survey control.
 KO0220
 KO0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0220.See file dsdata.pdf to determine how the superseded data were derived.
 KO0220
 KO0220_MARKER: DB = BENCH MARK DISK
 KO0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0220_STAMPING: P 179 1970
 KO0220_MARK LOGO: CGS
 KO0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0220+STABILITY: SURFACE MOTION
 KO0220
 KO0220  HISTORY     - Date     Condition        Report By
 KO0220  HISTORY     - 1970     MONUMENTED       NGS
 KO0220
 KO0220                          STATION DESCRIPTION
 KO0220
 KO0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0220'3.05 MI SW FROM DELTA.
 KO0220'3.05 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0220'AT DELTA, 0.3 MILE NORTHEAST OF THE CROSSING OF AN ASPHALT ROAD, 3 1/2
 KO0220'POLES NORTHEAST OF MILEPOLE 646.25, 95.8 FEET SOUTHEAST OF THE
 KO0220'SOUTHEAST RAIL, 38 1/2 FEET NORTHEAST OF A TELEPHONE POLE, 6 1/2 FEET
 KO0220'SOUTHWEST OF THE SOUTHWEST END OF A STEEL GATE IN THE SOUTHEAST
 KO0220'RIGHT-OF-WAY FENCE, 1.6 FEET NORTHWEST OF THE FENCE, 1.6 FEET
 KO0220'NORTHEAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND
 KO0220'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 KO0220'GROUND.  SECTION 23, T17S, R7W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0292 ***********************************************************************
 JM0292  DESIGNATION -  P 18
 JM0292  PID         -  JM0292
 JM0292  STATE/COUNTY-  UT/GRAND
 JM0292  COUNTRY     -  US
 JM0292  USGS QUAD   -  CRESCENT JUNCTION (2017)
 JM0292
 JM0292                         *CURRENT SURVEY CONTROL
 JM0292  ______________________________________________________________________
 JM0292* NAD 83(1986) POSITION- 38 53 28.8    (N) 109 48 04.9    (W)   HD_HELD2
 JM0292* NAVD 88 ORTHO HEIGHT -  1429.586 (meters)     4690.23  (feet) ADJUSTED
 JM0292  ______________________________________________________________________
 JM0292  GEOID HEIGHT    -        -20.464 (meters)                     GEOID18
 JM0292  DYNAMIC HEIGHT  -       1428.118 (meters)     4685.42  (feet) COMP
 JM0292  MODELED GRAVITY -    979,552.2   (mgal)                       NAVD 88
 JM0292
 JM0292  VERT ORDER      -  FIRST     CLASS II
 JM0292
 JM0292.The horizontal coordinates were established by autonomous hand held GPS
 JM0292.observations and have an estimated accuracy of +/- 10 meters.
 JM0292
 JM0292.The orthometric height was determined by differential leveling and
 JM0292.adjusted by the NATIONAL GEODETIC SURVEY
 JM0292.in June 1991.
 JM0292
 JM0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0292.GEOID18 height accuracy estimate available here.
 JM0292
 JM0292.Click photographs - Photos may exist for this station.
 JM0292
 JM0292.The dynamic height is computed by dividing the NAVD 88
 JM0292.geopotential number by the normal gravity value computed on the
 JM0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0292.degrees latitude (g = 980.6199 gals.).
 JM0292
 JM0292.The modeled gravity was interpolated from observed gravity values.
 JM0292
 JM0292;                    North         East    Units  Estimated Accuracy
 JM0292;SPC UT C     - 2,063,350.      647,368.      MT  (+/- 10 meters HH2 GPS)
 JM0292
 JM0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ0395205400(NAD 83)
 JM0292
 JM0292                          SUPERSEDED SURVEY CONTROL
 JM0292
 JM0292  NGVD 29 (??/??/92) 1428.543  (m)         4686.81   (f) ADJ UNCH    1 2
 JM0292
 JM0292.Superseded values are not recommended for survey control.
 JM0292
 JM0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0292.See file dsdata.pdf to determine how the superseded data were derived.
 JM0292
 JM0292_MARKER: DB = BENCH MARK DISK
 JM0292_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JM0292_SP_SET: BRIDGE
 JM0292_STAMPING: 4686.811 P 18 1933
 JM0292_MARK LOGO: CGS
 JM0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JM0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0292+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2009
 JM0292
 JM0292  HISTORY     - Date     Condition        Report By
 JM0292  HISTORY     - 1933     MONUMENTED       CGS
 JM0292  HISTORY     - 1934     GOOD             CGS
 JM0292  HISTORY     - 1972     GOOD             NGS
 JM0292  HISTORY     - 20091029 GOOD             GEOCAC
 JM0292
 JM0292                          STATION DESCRIPTION
 JM0292
 JM0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0292'7.5 MI S FROM THOMPSONS.
 JM0292'7.5 MILES SOUTH ALONG AN ABANDONED HIGHWAY FROM THOMPSONS, GRAND
 JM0292'COUNTY, AT A 16-FOOT CONCRETE T-BEAM BRIDGE, IN THE TOP OF THE WEST
 JM0292'HUB GUARD, AND 2 FEET FROM THE SOUTH END.  A STANDARD DISK, STAMPED
 JM0292'4686.811 P 18 1933.
 JM0292
 JM0292                          STATION RECOVERY (1972)
 JM0292
 JM0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JM0292'RECOVERED IN GOOD CONDITION.
 JM0292
 JM0292                          STATION RECOVERY (2009)
 JM0292
 JM0292'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0292'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0230 ***********************************************************************
 KO0230  DESIGNATION -  P 180
 KO0230  PID         -  KO0230
 KO0230  STATE/COUNTY-  UT/MILLARD
 KO0230  COUNTRY     -  US
 KO0230  USGS QUAD   -  NEELS (2017)
 KO0230
 KO0230                         *CURRENT SURVEY CONTROL
 KO0230  ______________________________________________________________________
 KO0230* NAD 83(1986) POSITION- 39 03 36.     (N) 112 45 48.     (W)   SCALED
 KO0230* NAVD 88 ORTHO HEIGHT -  1405.406 (meters)     4610.90  (feet) ADJUSTED
 KO0230  ______________________________________________________________________
 KO0230  GEOID HEIGHT    -        -20.045 (meters)                     GEOID18
 KO0230  DYNAMIC HEIGHT  -       1404.074 (meters)     4606.53  (feet) COMP
 KO0230  MODELED GRAVITY -    979,631.0   (mgal)                       NAVD 88
 KO0230
 KO0230  VERT ORDER      -  FIRST     CLASS I
 KO0230
 KO0230.The horizontal coordinates were scaled from a map and have
 KO0230.an estimated accuracy of +/- 6 seconds.
 KO0230
 KO0230.The orthometric height was determined by differential leveling and
 KO0230.adjusted by the NATIONAL GEODETIC SURVEY
 KO0230.in June 1991.
 KO0230
 KO0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0230.GEOID18 height accuracy estimate available here.
 KO0230
 KO0230.Click photographs - Photos may exist for this station.
 KO0230
 KO0230.The dynamic height is computed by dividing the NAVD 88
 KO0230.geopotential number by the normal gravity value computed on the
 KO0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0230.degrees latitude (g = 980.6199 gals.).
 KO0230
 KO0230.The modeled gravity was interpolated from observed gravity values.
 KO0230
 KO0230;                    North         East    Units  Estimated Accuracy
 KO0230;SPC UT C     - 2,081,450.      390,660.      MT  (+/- 180 meters Scaled)
 KO0230
 KO0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ474249(NAD 83)
 KO0230
 KO0230                          SUPERSEDED SURVEY CONTROL
 KO0230
 KO0230  NGVD 29 (??/??/92) 1404.29   (m)         4607.2    (f) COMPUTED    1 1
 KO0230
 KO0230.Superseded values are not recommended for survey control.
 KO0230
 KO0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0230.See file dsdata.pdf to determine how the superseded data were derived.
 KO0230
 KO0230_MARKER: DB = BENCH MARK DISK
 KO0230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KO0230_SP_SET: ABUTMENT
 KO0230_STAMPING: P 180 1970
 KO0230_MARK LOGO: CGS
 KO0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KO0230
 KO0230  HISTORY     - Date     Condition        Report By
 KO0230  HISTORY     - 1970     MONUMENTED       NGS
 KO0230
 KO0230                          STATION DESCRIPTION
 KO0230
 KO0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0230'22.8 MI SW FROM DELTA.
 KO0230'22.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0230'AT DELTA, 3 POLES SOUTHWEST OF MILEPOLE 626.75, IN THE TOP AND 0.6
 KO0230'FOOT SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT
 KO0230'OF BRIDGE 626.6, 6.6 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 1
 KO0230'1/2 FEET LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0234 ***********************************************************************
 JO0234  DESIGNATION -  P 181
 JO0234  PID         -  JO0234
 JO0234  STATE/COUNTY-  UT/MILLARD
 JO0234  COUNTRY     -  US
 JO0234  USGS QUAD   -  CAT CANYON (2017)
 JO0234
 JO0234                         *CURRENT SURVEY CONTROL
 JO0234  ______________________________________________________________________
 JO0234* NAD 83(1986) POSITION- 38 46 38.     (N) 112 54 23.     (W)   SCALED
 JO0234* NAVD 88 ORTHO HEIGHT -  1476.428 (meters)     4843.91  (feet) ADJUSTED
 JO0234  ______________________________________________________________________
 JO0234  GEOID HEIGHT    -        -20.215 (meters)                     GEOID18
 JO0234  DYNAMIC HEIGHT  -       1474.971 (meters)     4839.13  (feet) COMP
 JO0234  MODELED GRAVITY -    979,589.8   (mgal)                       NAVD 88
 JO0234  OBS GRAVITY     -    979,597.2   (mgal)                       GRAV_OBS
 JO0234
 JO0234  VERT ORDER      -  FIRST     CLASS I
 JO0234
 JO0234.The horizontal coordinates were scaled from a map and have
 JO0234.an estimated accuracy of +/- 6 seconds.
 JO0234
 JO0234.The orthometric height was determined by differential leveling and
 JO0234.adjusted by the NATIONAL GEODETIC SURVEY
 JO0234.in June 1991.
 JO0234
 JO0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0234.GEOID18 height accuracy estimate available here.
 JO0234
 JO0234.Click photographs - Photos may exist for this station.
 JO0234
 JO0234.The dynamic height is computed by dividing the NAVD 88
 JO0234.geopotential number by the normal gravity value computed on the
 JO0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0234.degrees latitude (g = 980.6199 gals.).
 JO0234
 JO0234.The modeled gravity was interpolated from observed gravity values.
 JO0234
 JO0234.The observed gravity was obtained from relative gravimeter ties
 JO0234.to the IGSN71 gravity network.
 JO0234
 JO0234;                    North         East    Units  Estimated Accuracy
 JO0234;SPC UT C     - 2,050,240.      377,790.      MT  (+/- 180 meters Scaled)
 JO0234
 JO0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH343937(NAD 83)
 JO0234
 JO0234                          SUPERSEDED SURVEY CONTROL
 JO0234
 JO0234  NGVD 29 (??/??/92) 1475.35   (m)         4840.4    (f) COMPUTED    1 1
 JO0234
 JO0234.Superseded values are not recommended for survey control.
 JO0234
 JO0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0234.See file dsdata.pdf to determine how the superseded data were derived.
 JO0234
 JO0234_MARKER: DB = BENCH MARK DISK
 JO0234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JO0234_SP_SET: ABUTMENT
 JO0234_STAMPING: P 181 1970
 JO0234_MARK LOGO: CGS
 JO0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0234
 JO0234  HISTORY     - Date     Condition        Report By
 JO0234  HISTORY     - 1970     MONUMENTED       NGS
 JO0234
 JO0234                          STATION DESCRIPTION
 JO0234
 JO0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0234'5.6 MI NE FROM BLACK ROCK.
 JO0234'5.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JO0234'AT BLACK ROCK, NEAR MILEPOLE 605, IN THE TOP AND 0.9 FOOT NORTHWEST OF
 JO0234'THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF BRIDGE 605.00,
 JO0234'8.9 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT LEVEL WITH THE
 JO0234'TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0180 ***********************************************************************
 JO0180  DESIGNATION -  P 182
 JO0180  PID         -  JO0180
 JO0180  STATE/COUNTY-  UT/BEAVER
 JO0180  COUNTRY     -  US
 JO0180  USGS QUAD   -  RANCH CANYON (2017)
 JO0180
 JO0180                         *CURRENT SURVEY CONTROL
 JO0180  ______________________________________________________________________
 JO0180* NAD 83(1986) POSITION- 38 29 42.     (N) 112 59 03.     (W)   SCALED
 JO0180* NAVD 88 ORTHO HEIGHT -  1507.763 (meters)     4946.72  (feet) ADJUSTED
 JO0180  ______________________________________________________________________
 JO0180  GEOID HEIGHT    -        -20.841 (meters)                     GEOID18
 JO0180  DYNAMIC HEIGHT  -       1506.194 (meters)     4941.57  (feet) COMP
 JO0180  MODELED GRAVITY -    979,535.2   (mgal)                       NAVD 88
 JO0180
 JO0180  VERT ORDER      -  FIRST     CLASS I
 JO0180
 JO0180.The horizontal coordinates were scaled from a map and have
 JO0180.an estimated accuracy of +/- 6 seconds.
 JO0180
 JO0180.The orthometric height was determined by differential leveling and
 JO0180.adjusted by the NATIONAL GEODETIC SURVEY
 JO0180.in June 1991.
 JO0180
 JO0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0180.GEOID18 height accuracy estimate available here.
 JO0180
 JO0180.Click photographs - Photos may exist for this station.
 JO0180
 JO0180.The dynamic height is computed by dividing the NAVD 88
 JO0180.geopotential number by the normal gravity value computed on the
 JO0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0180.degrees latitude (g = 980.6199 gals.).
 JO0180
 JO0180.The modeled gravity was interpolated from observed gravity values.
 JO0180
 JO0180;                    North         East    Units  Estimated Accuracy
 JO0180;SPC UT S     - 3,203,950.      370,530.      MT  (+/- 180 meters Scaled)
 JO0180
 JO0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH269626(NAD 83)
 JO0180
 JO0180                          SUPERSEDED SURVEY CONTROL
 JO0180
 JO0180  NGVD 29 (??/??/92) 1506.396  (m)         4942.23   (f) ADJ UNCH    1 1
 JO0180
 JO0180.Superseded values are not recommended for survey control.
 JO0180
 JO0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0180.See file dsdata.pdf to determine how the superseded data were derived.
 JO0180
 JO0180_MARKER: DB = BENCH MARK DISK
 JO0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0180_STAMPING: P 182 1970
 JO0180_MARK LOGO: CGS
 JO0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0180+STABILITY: SURFACE MOTION
 JO0180
 JO0180  HISTORY     - Date     Condition        Report By
 JO0180  HISTORY     - 1970     MONUMENTED       NGS
 JO0180  HISTORY     - 1984     GOOD             NGS
 JO0180
 JO0180                          STATION DESCRIPTION
 JO0180
 JO0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0180'7.3 MI N FROM MILFORD.
 JO0180'7.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JO0180'MILFORD, 2 1/2 POLES NORTH OF MILEPOLE 584, 93.3 FEET EAST OF THE EAST
 JO0180'RAIL, 58.6 FEET EAST OF THE SOUTHEAST CORNER OF A METAL BUILDING, 4.5
 JO0180'FEET WEST OF A FENCE, 1 1/2 FEET SOUTH OF A TELEPHONE POLE WITH 4 GUY
 JO0180'WIRES, 1.9 FEET NORTH OF A WITNESS POST, ABOUT 4 1/2 FEET LOWER THAN
 JO0180'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 JO0180'ABOVE THE GROUND.
 JO0180
 JO0180                          STATION RECOVERY (1984)
 JO0180
 JO0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0180'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0311 ***********************************************************************
 JM0311  DESIGNATION -  P 19
 JM0311  PID         -  JM0311
 JM0311  STATE/COUNTY-  UT/GRAND
 JM0311  COUNTRY     -  US
 JM0311  USGS QUAD   -  MOAB (2017)
 JM0311
 JM0311                         *CURRENT SURVEY CONTROL
 JM0311  ______________________________________________________________________
 JM0311* NAD 83(1986) POSITION- 38 34 24.7    (N) 109 33 03.2    (W)   HD_HELD2
 JM0311* NAVD 88 ORTHO HEIGHT -  1227.703 (meters)     4027.89  (feet) ADJUSTED
 JM0311  ______________________________________________________________________
 JM0311  GEOID HEIGHT    -        -20.479 (meters)                     GEOID18
 JM0311  DYNAMIC HEIGHT  -       1226.429 (meters)     4023.71  (feet) COMP
 JM0311  MODELED GRAVITY -    979,550.4   (mgal)                       NAVD 88
 JM0311
 JM0311  VERT ORDER      -  FIRST     CLASS II
 JM0311
 JM0311.The horizontal coordinates were established by autonomous hand held GPS
 JM0311.observations and have an estimated accuracy of +/- 10 meters.
 JM0311
 JM0311.The orthometric height was determined by differential leveling and
 JM0311.adjusted by the NATIONAL GEODETIC SURVEY
 JM0311.in June 1991.
 JM0311
 JM0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0311.GEOID18 height accuracy estimate available here.
 JM0311
 JM0311.Click photographs - Photos may exist for this station.
 JM0311
 JM0311.The dynamic height is computed by dividing the NAVD 88
 JM0311.geopotential number by the normal gravity value computed on the
 JM0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0311.degrees latitude (g = 980.6199 gals.).
 JM0311
 JM0311.The modeled gravity was interpolated from observed gravity values.
 JM0311
 JM0311;                    North         East    Units  Estimated Accuracy
 JM0311;SPC UT C     - 2,028,519.      669,863.      MT  (+/- 10 meters HH2 GPS)
 JM0311
 JM0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH2623370447(NAD 83)
 JM0311
 JM0311                          SUPERSEDED SURVEY CONTROL
 JM0311
 JM0311  NGVD 29 (??/??/92) 1226.696  (m)         4024.59   (f) ADJ UNCH    1 2
 JM0311
 JM0311.Superseded values are not recommended for survey control.
 JM0311
 JM0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0311.See file dsdata.pdf to determine how the superseded data were derived.
 JM0311
 JM0311_MARKER: DB = BENCH MARK DISK
 JM0311_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JM0311_SP_SET: STEP
 JM0311_STAMPING: 4024.585 P 19 1933
 JM0311_MARK LOGO: CGS
 JM0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JM0311+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2009
 JM0311
 JM0311  HISTORY     - Date     Condition        Report By
 JM0311  HISTORY     - 1933     MONUMENTED       CGS
 JM0311  HISTORY     - 1934     GOOD             CGS
 JM0311  HISTORY     - 1979     GOOD             NGS
 JM0311  HISTORY     - 20091031 GOOD             GEOCAC
 JM0311
 JM0311                          STATION DESCRIPTION
 JM0311
 JM0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0311'IN MOAB.
 JM0311'AT MOAB, GRAND COUNTY, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 JM0311'MAIN AND D STREETS, AT THE MAIN ENTRANCE TO THE COOPER MARTIN CO.
 JM0311'STORE, AND IN THE TOP OF THE NORTH END OF A STEP.  A STANDARD DISK,
 JM0311'STAMPED 4024.585 P 19 1933.
 JM0311
 JM0311                          STATION RECOVERY (1979)
 JM0311
 JM0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JM0311'D STREET IS NOW W. CENTER STREET, AND THE NAME OF THE STORE IS FAMILY
 JM0311'BUDGET CLOTHING STORE.
 JM0311
 JM0311                          STATION RECOVERY (2009)
 JM0311
 JM0311'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0311'THE COPPER-MARTIN BUILDING NOW HOUSES THE SLICKROCK CAFE
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0603 ***********************************************************************
 LP0603  DESIGNATION -  P 2 RESET
 LP0603  PID         -  LP0603
 LP0603  STATE/COUNTY-  UT/TOOELE
 LP0603  COUNTRY     -  US
 LP0603  USGS QUAD   -  TOOELE (2017)
 LP0603
 LP0603                         *CURRENT SURVEY CONTROL
 LP0603  ______________________________________________________________________
 LP0603* NAD 83(1986) POSITION- 40 32 38.     (N) 112 19 07.     (W)   SCALED
 LP0603* NAVD 88 ORTHO HEIGHT -  1473.759 (meters)     4835.16  (feet) ADJUSTED
 LP0603  ______________________________________________________________________
 LP0603  GEOID HEIGHT    -        -17.390 (meters)                     GEOID18
 LP0603  VERT ORDER      -  FIRST     CLASS I
 LP0603
 LP0603.The horizontal coordinates were scaled from a map and have
 LP0603.an estimated accuracy of +/- 6 seconds.
 LP0603
 LP0603.The orthometric height was determined by differential leveling and
 LP0603.adjusted by the NATIONAL GEODETIC SURVEY
 LP0603.in June 1991.
 LP0603
 LP0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0603.GEOID18 height accuracy estimate available here.
 LP0603
 LP0603.Click photographs - Photos may exist for this station.
 LP0603
 LP0603;                    North         East    Units  Estimated Accuracy
 LP0603;SPC UT C     - 2,245,740.      430,660.      MT  (+/- 180 meters Scaled)
 LP0603
 LP0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK883889(NAD 83)
 LP0603
 LP0603                          SUPERSEDED SURVEY CONTROL
 LP0603
 LP0603.No superseded survey control is available for this station.
 LP0603
 LP0603_MARKER: DB = BENCH MARK DISK
 LP0603_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0603_SP_SET: CULVERT HEADWALL
 LP0603_STAMPING: ELEV. 4829.551 FT
 LP0603_MARK LOGO: CGS
 LP0603_MAGNETIC: N = NO MAGNETIC MATERIAL
 LP0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0603+STABILITY: SURFACE MOTION
 LP0603
 LP0603  HISTORY     - Date     Condition        Report By
 LP0603  HISTORY     - UNK      MONUMENTED       LOCENG
 LP0603  HISTORY     - 19700727 GOOD             NGS
 LP0603
 LP0603                          STATION DESCRIPTION
 LP0603
 LP0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0603'1.3 MILES (2.1 KM) NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LP0603'STATION AT WARNER, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 LP0603'HEADWALL OF CULVERT 749.56, 14.3 FEET (4.4 M) SOUTHEAST OF THE
 LP0603'SOUTHEAST RAIL, 4.3 FEET (1.3 M) NORTHEAST OF THE SOUTHWEST END OF
 LP0603'THE HEADWALL, AND ABOUT 4.5 FEET (1.4 M) LOWER THAN THE TRACK.  SEC
 LP0603'20, T4W, R3S. NOTE--THIS HEADWALL APPEARS TO HAVE BEEN RAISED ABOUT 2
 LP0603'FEET (0.6 M) AND IT APPEARS PROBABLE THAT THE MARK WAS RESET AT THAT
 LP0603'TIME.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0239 ***********************************************************************
 JM0239  DESIGNATION -  P 20 RESET
 JM0239  PID         -  JM0239
 JM0239  STATE/COUNTY-  UT/SAN JUAN
 JM0239  COUNTRY     -  US
 JM0239  USGS QUAD   -  LA SAL JUNCTION (2017)
 JM0239
 JM0239                         *CURRENT SURVEY CONTROL
 JM0239  ______________________________________________________________________
 JM0239* NAD 83(1986) POSITION- 38 18 40.     (N) 109 24 16.     (W)   SCALED
 JM0239* NAVD 88 ORTHO HEIGHT -  1798.31  (+/-2cm)     5900.0   (feet) VERTCON3
 JM0239  ______________________________________________________________________
 JM0239  GEOID HEIGHT    -        -19.039 (meters)                     GEOID18
 JM0239  VERT ORDER      -  THIRD (See Below)
 JM0239
 JM0239.The horizontal coordinates were scaled from a map and have
 JM0239.an estimated accuracy of +/- 6 seconds.
 JM0239
 JM0239.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0239
 JM0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0239.GEOID18 height accuracy estimate available here.
 JM0239
 JM0239.The vertical order pertains to the NGVD 29 superseded value.
 JM0239
 JM0239.Click photographs - Photos may exist for this station.
 JM0239
 JM0239;                    North         East    Units  Estimated Accuracy
 JM0239;SPC UT S     - 3,184,570.      683,260.      MT  (+/- 180 meters Scaled)
 JM0239
 JM0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH394415(NAD 83)
 JM0239
 JM0239                          SUPERSEDED SURVEY CONTROL
 JM0239
 JM0239  NGVD 29 (??/??/??) 1797.25   (m)         5896.5    (f) RESET       3  
 JM0239
 JM0239.Superseded values are not recommended for survey control.
 JM0239
 JM0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0239.See file dsdata.pdf to determine how the superseded data were derived.
 JM0239
 JM0239_MARKER: DB = BENCH MARK DISK
 JM0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0239_STAMPING: P 20 RESET 1946
 JM0239_MARK LOGO: CGS
 JM0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0239+STABILITY: SURFACE MOTION
 JM0239
 JM0239  HISTORY     - Date     Condition        Report By
 JM0239  HISTORY     - 1946     MONUMENTED       CGS
 JM0239  HISTORY     - 1956     GOOD             CGS
 JM0239  HISTORY     - 1982     MARK NOT FOUND   USGS
 JM0239
 JM0239                          STATION DESCRIPTION
 JM0239
 JM0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JM0239'23.7 MI SE FROM MOAB.
 JM0239'IN SAN JUAN COUNTY, 23.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 160 FROM
 JM0239'THE COURTHOUSE AT MOAB, GRAND COUNTY, 0.9 MILE NORTHWEST OF LASAL
 JM0239'JUNCTION, 350 FEET NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 46, 250
 JM0239'FEET NORTHEAST OF THE HIGHWAY, OPPOSITE A 7-FOOT CORRUGATED METAL PIPE
 JM0239'CULVERT, AND NEAR A POLE.  A STANDARD DISK, STAMPED P 20 RESET 1946
 JM0239'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- HIGHWAY 450 HAS BEEN
 JM0239'CHANGED TO U.S. HIGHWAY 160.
 JM0239
 JM0239                          STATION RECOVERY (1982)
 JM0239
 JM0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0239'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0152 ***********************************************************************
 HM0152  DESIGNATION -  P 21
 HM0152  PID         -  HM0152
 HM0152  STATE/COUNTY-  UT/SAN JUAN
 HM0152  COUNTRY     -  US
 HM0152  USGS QUAD   -  MONTICELLO NORTH (2017)
 HM0152
 HM0152                         *CURRENT SURVEY CONTROL
 HM0152  ______________________________________________________________________
 HM0152* NAD 83(1986) POSITION- 37 57 12.     (N) 109 20 55.     (W)   SCALED
 HM0152* NAVD 88 ORTHO HEIGHT -  2125.165 (meters)     6972.31  (feet) ADJUSTED
 HM0152  ______________________________________________________________________
 HM0152  GEOID HEIGHT    -        -18.748 (meters)                     GEOID18
 HM0152  DYNAMIC HEIGHT  -       2122.635 (meters)     6964.01  (feet) COMP
 HM0152  MODELED GRAVITY -    979,362.1   (mgal)                       NAVD 88
 HM0152
 HM0152  VERT ORDER      -  FIRST     CLASS II
 HM0152
 HM0152.The horizontal coordinates were scaled from a map and have
 HM0152.an estimated accuracy of +/- 6 seconds.
 HM0152
 HM0152.The orthometric height was determined by differential leveling and
 HM0152.adjusted by the NATIONAL GEODETIC SURVEY
 HM0152.in June 1991.
 HM0152
 HM0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0152.GEOID18 height accuracy estimate available here.
 HM0152
 HM0152.Click photographs - Photos may exist for this station.
 HM0152
 HM0152.The dynamic height is computed by dividing the NAVD 88
 HM0152.geopotential number by the normal gravity value computed on the
 HM0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0152.degrees latitude (g = 980.6199 gals.).
 HM0152
 HM0152.The modeled gravity was interpolated from observed gravity values.
 HM0152
 HM0152;                    North         East    Units  Estimated Accuracy
 HM0152;SPC UT S     - 3,144,970.      689,060.      MT  (+/- 180 meters Scaled)
 HM0152
 HM0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH450019(NAD 83)
 HM0152
 HM0152                          SUPERSEDED SURVEY CONTROL
 HM0152
 HM0152  NGVD 29 (??/??/92) 2124.009  (m)         6968.52   (f) ADJ UNCH    1 2
 HM0152
 HM0152.Superseded values are not recommended for survey control.
 HM0152
 HM0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0152.See file dsdata.pdf to determine how the superseded data were derived.
 HM0152
 HM0152_MARKER: DB = BENCH MARK DISK
 HM0152_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HM0152_SP_SET: BOX CULVERT
 HM0152_STAMPING: 6968.519 P 21 1933
 HM0152_MARK LOGO: CGS
 HM0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0152+STABILITY: SURFACE MOTION
 HM0152
 HM0152  HISTORY     - Date     Condition        Report By
 HM0152  HISTORY     - 1933     MONUMENTED       CGS
 HM0152  HISTORY     - 1934     GOOD             CGS
 HM0152  HISTORY     - 1980     GOOD             USGS
 HM0152  HISTORY     - 1980     GOOD             USGS
 HM0152
 HM0152                          STATION DESCRIPTION
 HM0152
 HM0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0152'5.7 MI N FROM MONTICELLO.
 HM0152'5.7 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 HM0152'MONTICELLO, SAN JUAN COUNTY, AT A 9-FOOT BRIDGE OVER AN IRRIGATION
 HM0152'DITCH, AND IN THE TOP OF THE NORTH END OF THE WEST HUB GUARD.  A
 HM0152'STANDARD DISK, STAMPED 6968.519 P 21 1933.
 HM0152
 HM0152                          STATION RECOVERY (1980)
 HM0152
 HM0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0152'5.7 MILES NORTH ALONG US HIGHWAY 163 FROM THE SAN JUAN COUNTY COURT
 HM0152'HOUSE AT MONTICELLO UTAH. AT A CONCRETE BOX CULVERT OVER AN ABANDONED
 HM0152'IRRIGATION DITCH, 15 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND
 HM0152'ON THE NORTH END OF THE WEST HEADWALL OF THE CULVERT, A STANDARD DISK
 HM0152'STAMPED 6968.519 P 21 1933.
 HM0152
 HM0152                          STATION RECOVERY (1980)
 HM0152
 HM0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0152'5.7 MILES NORTH ALONG US HIGHWAY 163 FROM THE SAN JUAN COUNTY COURT
 HM0152'HOUSE AT MONTICELLO UTAH. AT A CONCRETE BOX CULVERT OVER AN ABANDONED
 HM0152'IRRIGATION DITCH, 15 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND
 HM0152'ON THE NORTH END OF THE WEST HEADWALL OF THE CULVERT, A STANDARD DISK
 HM0152'STAMPED 6968.519 P 21 1933.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0173 ***********************************************************************
 HM0173  DESIGNATION -  P 22
 HM0173  PID         -  HM0173
 HM0173  STATE/COUNTY-  UT/SAN JUAN
 HM0173  COUNTRY     -  US
 HM0173  USGS QUAD   -  BLANDING NORTH (2017)
 HM0173
 HM0173                         *CURRENT SURVEY CONTROL
 HM0173  ______________________________________________________________________
 HM0173* NAD 83(1986) POSITION- 37 37 42.4    (N) 109 28 40.8    (W)   HD_HELD2
 HM0173* NAVD 88 ORTHO HEIGHT -  1866.805 (meters)     6124.68  (feet) ADJUSTED
 HM0173  ______________________________________________________________________
 HM0173  GEOID HEIGHT    -        -19.795 (meters)                     GEOID18
 HM0173  DYNAMIC HEIGHT  -       1864.612 (meters)     6117.48  (feet) COMP
 HM0173  MODELED GRAVITY -    979,388.4   (mgal)                       NAVD 88
 HM0173
 HM0173  VERT ORDER      -  FIRST     CLASS II
 HM0173
 HM0173.The horizontal coordinates were established by autonomous hand held GPS
 HM0173.observations and have an estimated accuracy of +/- 10 meters.
 HM0173
 HM0173.The orthometric height was determined by differential leveling and
 HM0173.adjusted by the NATIONAL GEODETIC SURVEY
 HM0173.in June 1991.
 HM0173
 HM0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0173.GEOID18 height accuracy estimate available here.
 HM0173
 HM0173.Click photographs - Photos may exist for this station.
 HM0173
 HM0173.The dynamic height is computed by dividing the NAVD 88
 HM0173.geopotential number by the normal gravity value computed on the
 HM0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0173.degrees latitude (g = 980.6199 gals.).
 HM0173
 HM0173.The modeled gravity was interpolated from observed gravity values.
 HM0173
 HM0173;                    North         East    Units  Estimated Accuracy
 HM0173;SPC UT S     - 3,108,671.      678,468.      MT  (+/- 10 meters HH2 GPS)
 HM0173
 HM0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3430265680(NAD 83)
 HM0173
 HM0173                          SUPERSEDED SURVEY CONTROL
 HM0173
 HM0173  NGVD 29 (??/??/92) 1865.725  (m)         6121.13   (f) ADJ UNCH    1 2
 HM0173
 HM0173.Superseded values are not recommended for survey control.
 HM0173
 HM0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0173.See file dsdata.pdf to determine how the superseded data were derived.
 HM0173
 HM0173_MARKER: DD = SURVEY DISK
 HM0173_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HM0173_SP_SET: FLOOR
 HM0173_STAMPING: 6121.133 P 22 1933
 HM0173_MARK LOGO: CGS
 HM0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0173
 HM0173  HISTORY     - Date     Condition        Report By
 HM0173  HISTORY     - 1933     MONUMENTED       CGS
 HM0173  HISTORY     - 1957     POOR             USGS
 HM0173  HISTORY     - 20100202 GOOD             GEOCAC
 HM0173
 HM0173                          STATION DESCRIPTION
 HM0173
 HM0173'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 HM0173'IN BLANDING.
 HM0173'AT BLANDING, SAN JUAN COUNTY, AT THE HIGH SCHOOL, ON THE WEST SIDE OF
 HM0173'THE SOUTH ENTRANCE, AND IN THE CONCRETE FLOOR.  A STANDARD DISK,
 HM0173'STAMPED 6121.133 P 22 1933.  NOTE-- THE SECTION OF SIDEWALK THAT
 HM0173'CONTAINS THE BENCH MARK WAS TAKEN UP BUT SUPPOSEDLY REPLACED IN THE
 HM0173'SAME POSITION.  A CONTRACTOR FROM PROVO, USED A TRANSIT TO REPLACE ITS
 HM0173'POSITION.  IN ALL PROBABILITY THE MARKER IS CLOSE.
 HM0173
 HM0173                          STATION RECOVERY (2010)
 HM0173
 HM0173'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HM0173'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0240 ***********************************************************************
 HM0240  DESIGNATION -  P 23
 HM0240  PID         -  HM0240
 HM0240  STATE/COUNTY-  UT/SAN JUAN
 HM0240  COUNTRY     -  US
 HM0240  USGS QUAD   -  BLUFF (2017)
 HM0240
 HM0240                         *CURRENT SURVEY CONTROL
 HM0240  ______________________________________________________________________
 HM0240* NAD 83(1986) POSITION- 37 16 35.     (N) 109 34 58.     (W)   SCALED
 HM0240* NAVD 88 ORTHO HEIGHT -  1323.352 (meters)     4341.70  (feet) ADJUSTED
 HM0240  ______________________________________________________________________
 HM0240  GEOID HEIGHT    -        -20.893 (meters)                     GEOID18
 HM0240  DYNAMIC HEIGHT  -       1321.880 (meters)     4336.87  (feet) COMP
 HM0240  MODELED GRAVITY -    979,472.6   (mgal)                       NAVD 88
 HM0240
 HM0240  VERT ORDER      -  FIRST     CLASS II
 HM0240
 HM0240.The horizontal coordinates were scaled from a map and have
 HM0240.an estimated accuracy of +/- 6 seconds.
 HM0240
 HM0240.The orthometric height was determined by differential leveling and
 HM0240.adjusted by the NATIONAL GEODETIC SURVEY
 HM0240.in June 1991.
 HM0240
 HM0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0240.GEOID18 height accuracy estimate available here.
 HM0240
 HM0240.Click photographs - Photos may exist for this station.
 HM0240
 HM0240.The dynamic height is computed by dividing the NAVD 88
 HM0240.geopotential number by the normal gravity value computed on the
 HM0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0240.degrees latitude (g = 980.6199 gals.).
 HM0240
 HM0240.The modeled gravity was interpolated from observed gravity values.
 HM0240
 HM0240;                    North         East    Units  Estimated Accuracy
 HM0240;SPC UT S     - 3,069,410.      670,020.      MT  (+/- 180 meters Scaled)
 HM0240
 HM0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG256264(NAD 83)
 HM0240
 HM0240                          SUPERSEDED SURVEY CONTROL
 HM0240
 HM0240  NGVD 29 (??/??/92) 1322.415  (m)         4338.62   (f) ADJ UNCH    1 2
 HM0240
 HM0240.Superseded values are not recommended for survey control.
 HM0240
 HM0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0240.See file dsdata.pdf to determine how the superseded data were derived.
 HM0240
 HM0240_MARKER: DD = SURVEY DISK
 HM0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0240_STAMPING: 4338.623 P 23 1933
 HM0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0240+STABILITY: SURFACE MOTION
 HM0240
 HM0240  HISTORY     - Date     Condition        Report By
 HM0240  HISTORY     - 1933     MONUMENTED       CGS
 HM0240  HISTORY     - 1962     GOOD             USGS
 HM0240  HISTORY     - 1983     MARK NOT FOUND   NGS
 HM0240  HISTORY     - 19860214 MARK NOT FOUND   USGS
 HM0240
 HM0240                          STATION DESCRIPTION
 HM0240
 HM0240'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HM0240'2.1 MI SW FROM BLUFF.
 HM0240'2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0240'BLUFF, SAN JUAN COUNTY, 525 FEET SOUTHWEST OF A GALVANIZED CULVERT,
 HM0240'347 FEET EAST OF THE MOST SOUTHERLY OF TWO POWER POLES 10 FEET APART,
 HM0240'44 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND TWO FEET HIGHER
 HM0240'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED 4338.623 P 23 1933 AND SET
 HM0240'IN THE TOP OF A CONCRETE POST.
 HM0240
 HM0240                          STATION RECOVERY (1983)
 HM0240
 HM0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0240'MARK NOT FOUND.
 HM0240
 HM0240                          STATION RECOVERY (1986)
 HM0240
 HM0240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (SGD)
 HM0240'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0112 ***********************************************************************
 JO0112  DESIGNATION -  P 231
 JO0112  PID         -  JO0112
 JO0112  STATE/COUNTY-  UT/BEAVER
 JO0112  COUNTRY     -  US
 JO0112  USGS QUAD   -  SHELLY BALDY PEAK (2017)
 JO0112
 JO0112                         *CURRENT SURVEY CONTROL
 JO0112  ______________________________________________________________________
 JO0112* NAD 83(1986) POSITION- 38 17 27.     (N) 112 26 34.     (W)   SCALED
 JO0112* NAVD 88 ORTHO HEIGHT -  2551.511 (meters)     8371.08  (feet) ADJUSTED
 JO0112  ______________________________________________________________________
 JO0112  GEOID HEIGHT    -        -19.092 (meters)                     GEOID18
 JO0112  DYNAMIC HEIGHT  -       2548.321 (meters)     8360.62  (feet) COMP
 JO0112  MODELED GRAVITY -    979,285.8   (mgal)                       NAVD 88
 JO0112
 JO0112  VERT ORDER      -  SECOND    CLASS 0
 JO0112
 JO0112.The horizontal coordinates were scaled from a map and have
 JO0112.an estimated accuracy of +/- 6 seconds.
 JO0112
 JO0112.The orthometric height was determined by differential leveling and
 JO0112.adjusted by the NATIONAL GEODETIC SURVEY
 JO0112.in June 1991.
 JO0112
 JO0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0112.GEOID18 height accuracy estimate available here.
 JO0112
 JO0112.Click photographs - Photos may exist for this station.
 JO0112
 JO0112.The dynamic height is computed by dividing the NAVD 88
 JO0112.geopotential number by the normal gravity value computed on the
 JO0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0112.degrees latitude (g = 980.6199 gals.).
 JO0112
 JO0112.The modeled gravity was interpolated from observed gravity values.
 JO0112
 JO0112;                    North         East    Units  Estimated Accuracy
 JO0112;SPC UT S     - 3,180,680.      417,520.      MT  (+/- 180 meters Scaled)
 JO0112
 JO0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH738390(NAD 83)
 JO0112
 JO0112                          SUPERSEDED SURVEY CONTROL
 JO0112
 JO0112  NGVD 29 (??/??/92) 2550.107  (m)         8366.48   (f) ADJ UNCH    2 0
 JO0112
 JO0112.Superseded values are not recommended for survey control.
 JO0112
 JO0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0112.See file dsdata.pdf to determine how the superseded data were derived.
 JO0112
 JO0112_MARKER: DB = BENCH MARK DISK
 JO0112_SETTING: 66 = SET IN ROCK OUTCROP
 JO0112_STAMPING: P 231 1935
 JO0112_MARK LOGO: CGS
 JO0112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0112+STABILITY: POSITION/ELEVATION WELL
 JO0112
 JO0112  HISTORY     - Date     Condition        Report By
 JO0112  HISTORY     - 1935     MONUMENTED       CGS
 JO0112  HISTORY     - 1975     GOOD             USGS
 JO0112
 JO0112                          STATION DESCRIPTION
 JO0112
 JO0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0112'14.3 MI E FROM BEAVER.
 JO0112'ABOUT 14.3 MILES EAST ALONG STATE HIGHWAY 21 FROM BEAVER, BEAVER
 JO0112'COUNTY, ABOUT 0.2 MILE NORTH OF A SMALL LAKE, 121 FEET EAST OF THE
 JO0112'CENTER LINE OF THE HIGHWAY, 103 FEET EAST OF A POWER-TRANSMISSION
 JO0112'LINE, AND IN THE TOP OF A SANDSTONE OUTCROP.  A STANDARD DISK, STAMPED
 JO0112'P 231 1935.
 JO0112
 JO0112                          STATION RECOVERY (1975)
 JO0112
 JO0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0112'ABOUT 15.35 MILES EAST ALONG STATE HWY 153 FROM BEAVER, BEAVER
 JO0112'COUNTY, ABOUT 135 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JO0112'103 FEET SOUTHEAST OF A POWER-TRANSMISSION LINE, AND IN THE TOP OF A
 JO0112'SANDSTONE OUTCROP. A STANDARD DISK STAMPED P 231 1935.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0169 ***********************************************************************
 KN0169  DESIGNATION -  P 239
 KN0169  PID         -  KN0169
 KN0169  STATE/COUNTY-  UT/CARBON
 KN0169  COUNTRY     -  US
 KN0169  USGS QUAD   -  SCOFIELD (2017)
 KN0169
 KN0169                         *CURRENT SURVEY CONTROL
 KN0169  ______________________________________________________________________
 KN0169* NAD 83(1986) POSITION- 39 38 28.     (N) 111 11 33.     (W)   SCALED
 KN0169* NAVD 88 ORTHO HEIGHT -  3001.832 (meters)     9848.51  (feet) ADJUSTED
 KN0169  ______________________________________________________________________
 KN0169  GEOID HEIGHT    -        -15.880 (meters)                     GEOID18
 KN0169  DYNAMIC HEIGHT  -       2998.424 (meters)     9837.33  (feet) COMP
 KN0169  MODELED GRAVITY -    979,379.4   (mgal)                       NAVD 88
 KN0169
 KN0169  VERT ORDER      -  SECOND    CLASS 0
 KN0169
 KN0169.The horizontal coordinates were scaled from a map and have
 KN0169.an estimated accuracy of +/- 6 seconds.
 KN0169
 KN0169.The orthometric height was determined by differential leveling and
 KN0169.adjusted by the NATIONAL GEODETIC SURVEY
 KN0169.in June 1991.
 KN0169
 KN0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0169.GEOID18 height accuracy estimate available here.
 KN0169
 KN0169.Click photographs - Photos may exist for this station.
 KN0169
 KN0169.The dynamic height is computed by dividing the NAVD 88
 KN0169.geopotential number by the normal gravity value computed on the
 KN0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0169.degrees latitude (g = 980.6199 gals.).
 KN0169
 KN0169.The modeled gravity was interpolated from observed gravity values.
 KN0169
 KN0169;                    North         East    Units  Estimated Accuracy
 KN0169;SPC UT C     - 2,145,230.      526,390.      MT  (+/- 180 meters Scaled)
 KN0169
 KN0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ834879(NAD 83)
 KN0169
 KN0169                          SUPERSEDED SURVEY CONTROL
 KN0169
 KN0169  NGVD 29 (??/??/92) 3000.516  (m)         9844.19   (f) ADJ UNCH    2 0
 KN0169
 KN0169.Superseded values are not recommended for survey control.
 KN0169
 KN0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0169.See file dsdata.pdf to determine how the superseded data were derived.
 KN0169
 KN0169_MARKER: DB = BENCH MARK DISK
 KN0169_SETTING: 66 = SET IN ROCK OUTCROP
 KN0169_STAMPING: P 239 1935
 KN0169_MARK LOGO: CGS
 KN0169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0169+STABILITY: POSITION/ELEVATION WELL
 KN0169
 KN0169  HISTORY     - Date     Condition        Report By
 KN0169  HISTORY     - 1935     MONUMENTED       CGS
 KN0169  HISTORY     - 1974     GOOD             USGS
 KN0169
 KN0169                          STATION DESCRIPTION
 KN0169
 KN0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0169'2.1 MI W FROM CLEARCREEK.
 KN0169'ABOUT 2.1 MILES WEST ALONG AN OLD WAGON ROAD FROM CLEARCREEK, CARBON
 KN0169'COUNTY, ABOUT 0.5 MILE WEST OF THE BLACK DIAMOND MINE, AT THE TOP OF A
 KN0169'RIDGE, ON THE NORTH EDGE OF A VALLEY, ABOUT 107 YARDS NORTH OF A PACK
 KN0169'TRAIL, 27 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND IN THE TOP OF
 KN0169'A SANDSTONE OUTCROP.  A STANDARD DISK, STAMPED P 239 1935.
 KN0169
 KN0169                          STATION RECOVERY (1974)
 KN0169
 KN0169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KN0169'CLEAR CREEK, 0.5 MI. NORTH, THENCE 2.6 MI. WEST ALONG ROAD UP
 KN0169'BOARDINGHOUSE CANYON TO SUMMIT OF DIVIDE, THENCE 1.4 MI. SE ALONG
 KN0169'ROAD ON DIVIDE, 2.1 MI. WEST OF CLEAR CREEK (AIR LINE) AT SUMMIT OF
 KN0169'DIVIDE BETWEEN FINN CANYON AND COAL CANYON, ON CARBON-EMERY COUTY
 KN0169'LINE. 278 FT. NORTH AND 20 FT. HIGHER THAN A ROAD JUNCTION, ON NORTH
 KN0169'SIDE OF PIPE LINE, SET IN THE TOP OF A SANDSTONE OUTCROP, A STANDARD
 KN0169'DISK, STAMPED P 239, 1935.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0325 ***********************************************************************
 HM0325  DESIGNATION -  P 24
 HM0325  PID         -  HM0325
 HM0325  STATE/COUNTY-  UT/SAN JUAN
 HM0325  COUNTRY     -  US
 HM0325  USGS QUAD   -  MEXICAN HAT SW (2017)
 HM0325
 HM0325                         *CURRENT SURVEY CONTROL
 HM0325  ______________________________________________________________________
 HM0325* NAD 83(1986) POSITION- 37 06 56.2    (N) 109 59 01.7    (W)   HD_HELD2
 HM0325* NAVD 88 ORTHO HEIGHT -  1605.838 (meters)     5268.49  (feet) ADJUSTED
 HM0325  ______________________________________________________________________
 HM0325  GEOID HEIGHT    -        -21.056 (meters)                     GEOID18
 HM0325  DYNAMIC HEIGHT  -       1603.970 (meters)     5262.36  (feet) COMP
 HM0325  MODELED GRAVITY -    979,411.3   (mgal)                       NAVD 88
 HM0325
 HM0325  VERT ORDER      -  FIRST     CLASS II
 HM0325
 HM0325.The horizontal coordinates were established by autonomous hand held GPS
 HM0325.observations and have an estimated accuracy of +/- 10 meters.
 HM0325
 HM0325.The orthometric height was determined by differential leveling and
 HM0325.adjusted by the NATIONAL GEODETIC SURVEY
 HM0325.in June 1991.
 HM0325
 HM0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0325.GEOID18 height accuracy estimate available here.
 HM0325
 HM0325.Click photographs - Photos may exist for this station.
 HM0325
 HM0325.The dynamic height is computed by dividing the NAVD 88
 HM0325.geopotential number by the normal gravity value computed on the
 HM0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0325.degrees latitude (g = 980.6199 gals.).
 HM0325
 HM0325.The modeled gravity was interpolated from observed gravity values.
 HM0325
 HM0325;                    North         East    Units  Estimated Accuracy
 HM0325;SPC UT S     - 3,050,918.      634,751.      MT  (+/- 10 meters HH2 GPS)
 HM0325
 HM0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG9028108180(NAD 83)
 HM0325
 HM0325                          SUPERSEDED SURVEY CONTROL
 HM0325
 HM0325.No superseded survey control is available for this station.
 HM0325
 HM0325_MARKER: DB = BENCH MARK DISK
 HM0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0325_STAMPING: 5265.340 P 24 1933
 HM0325_MARK LOGO: CGS
 HM0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0325+STABILITY: SURFACE MOTION
 HM0325
 HM0325  HISTORY     - Date     Condition        Report By
 HM0325  HISTORY     - 1933     MONUMENTED       CGS
 HM0325  HISTORY     - 1934     GOOD             CGS
 HM0325  HISTORY     - 1983     GOOD             NGS
 HM0325
 HM0325                          STATION DESCRIPTION
 HM0325
 HM0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0325'8.5 MI SW FROM MEXICAN HAT.
 HM0325'8.5 MILES SOUTHWEST ALONG THE ROAD TO KAYENTA FROM THE NEVILLS STONE
 HM0325'HOUSE AT MEXICAN HAT, SAN JUAN COUNTY, 8.0 MILES SOUTHWEST OF THE SAN
 HM0325'JUAN RIVER BRIDGE, 250 YARDS SOUTH OF SOLL EROSION SERVICE PLOT NO. 6,
 HM0325'ON A LONG SLOPE AND CURVE TO THE SOUTHWEST, AND 37 FEET NORTHWEST OF
 HM0325'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED 5265.340 P 24
 HM0325'1933 AND SET IN THE TOP OF A CONCRETE POST.
 HM0325
 HM0325                          STATION RECOVERY (1983)
 HM0325
 HM0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0325'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0181 ***********************************************************************
 LP0181  DESIGNATION -  P 25
 LP0181  PID         -  LP0181
 LP0181  STATE/COUNTY-  UT/TOOELE
 LP0181  COUNTRY     -  US
 LP0181  USGS QUAD   -  IBAPAH (2017)
 LP0181
 LP0181                         *CURRENT SURVEY CONTROL
 LP0181  ______________________________________________________________________
 LP0181* NAD 83(1986) POSITION- 40 02 11.     (N) 113 59 00.     (W)   SCALED
 LP0181* NAVD 88 ORTHO HEIGHT -  1613.036 (meters)     5292.10  (feet) ADJUSTED
 LP0181  ______________________________________________________________________
 LP0181  GEOID HEIGHT    -        -19.031 (meters)                     GEOID18
 LP0181  DYNAMIC HEIGHT  -       1611.556 (meters)     5287.25  (feet) COMP
 LP0181  MODELED GRAVITY -    979,651.9   (mgal)                       NAVD 88
 LP0181
 LP0181  VERT ORDER      -  FIRST     CLASS II
 LP0181
 LP0181.The horizontal coordinates were scaled from a map and have
 LP0181.an estimated accuracy of +/- 6 seconds.
 LP0181
 LP0181.The orthometric height was determined by differential leveling and
 LP0181.adjusted by the NATIONAL GEODETIC SURVEY
 LP0181.in June 1991.
 LP0181
 LP0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0181.GEOID18 height accuracy estimate available here.
 LP0181
 LP0181.Click photographs - Photos may exist for this station.
 LP0181
 LP0181.The dynamic height is computed by dividing the NAVD 88
 LP0181.geopotential number by the normal gravity value computed on the
 LP0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0181.degrees latitude (g = 980.6199 gals.).
 LP0181
 LP0181.The modeled gravity was interpolated from observed gravity values.
 LP0181
 LP0181;                    North         East    Units  Estimated Accuracy
 LP0181;SPC UT C     - 2,192,010.      288,100.      MT  (+/- 180 meters Scaled)
 LP0181
 LP0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK454360(NAD 83)
 LP0181
 LP0181                          SUPERSEDED SURVEY CONTROL
 LP0181
 LP0181  NGVD 29 (??/??/92) 1611.912  (m)         5288.41   (f) ADJ UNCH    1 2
 LP0181
 LP0181.Superseded values are not recommended for survey control.
 LP0181
 LP0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0181.See file dsdata.pdf to determine how the superseded data were derived.
 LP0181
 LP0181_MARKER: DB = BENCH MARK DISK
 LP0181_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LP0181_STAMPING: P 25 1924
 LP0181_MARK LOGO: USGS
 LP0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0181
 LP0181  HISTORY     - Date     Condition        Report By
 LP0181  HISTORY     - 1924     MONUMENTED       USGS
 LP0181
 LP0181                          STATION DESCRIPTION
 LP0181
 LP0181'DESCRIBED BY US GEOLOGICAL SURVEY 1924
 LP0181'IN IBAPAH.
 LP0181'AT IBAPAH, TOOELE COUNTY, 33 FEET EAST OF THE STONE IN THE MIDDLE OF
 LP0181'THE HIGHWAY MARKING THE SOUTHEAST CORNER OF SEC. 16, T. 9 S., R 19 W.,
 LP0181'ABOUT 345 FEET NORTH OF THE NORTH END OF THE POST OFFICE, ABOUT 336
 LP0181'FEET NORTHEAST OF BENCH MARK Q 68, DESCRIBED BELOW, AND 33 FEET EAST
 LP0181'OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 LP0181'STANDARD DISK, STAMPED P 25 1924 AND SET IN THE TOP OF A STONE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0136 ***********************************************************************
 KM0136  DESIGNATION -  P 26
 KM0136  PID         -  KM0136
 KM0136  STATE/COUNTY-  UT/UINTAH
 KM0136  COUNTRY     -  US
 KM0136  USGS QUAD   -  SOUTHAM CANYON (2017)
 KM0136
 KM0136                         *CURRENT SURVEY CONTROL
 KM0136  ______________________________________________________________________
 KM0136* NAD 83(1986) POSITION- 39 59 38.3    (N) 109 10 40.1    (W)   HD_HELD2
 KM0136* NAVD 88 ORTHO HEIGHT -  1622.131 (meters)     5321.94  (feet) ADJUSTED
 KM0136  ______________________________________________________________________
 KM0136  GEOID HEIGHT    -        -17.215 (meters)                     GEOID18
 KM0136  DYNAMIC HEIGHT  -       1620.615 (meters)     5316.97  (feet) COMP
 KM0136  MODELED GRAVITY -    979,634.7   (mgal)                       NAVD 88
 KM0136
 KM0136  VERT ORDER      -  FIRST     CLASS II
 KM0136
 KM0136.The horizontal coordinates were established by autonomous hand held GPS
 KM0136.observations and have an estimated accuracy of +/- 10 meters.
 KM0136
 KM0136.The orthometric height was determined by differential leveling and
 KM0136.adjusted by the NATIONAL GEODETIC SURVEY
 KM0136.in June 1991.
 KM0136
 KM0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0136.GEOID18 height accuracy estimate available here.
 KM0136
 KM0136.Click photographs - Photos may exist for this station.
 KM0136
 KM0136.The dynamic height is computed by dividing the NAVD 88
 KM0136.geopotential number by the normal gravity value computed on the
 KM0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0136.degrees latitude (g = 980.6199 gals.).
 KM0136
 KM0136.The modeled gravity was interpolated from observed gravity values.
 KM0136
 KM0136;                    North         East    Units  Estimated Accuracy
 KM0136;SPC UT C     - 2,186,936.      698,277.      MT  (+/- 10 meters HH2 GPS)
 KM0136
 KM0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK5556028678(NAD 83)
 KM0136
 KM0136                          SUPERSEDED SURVEY CONTROL
 KM0136
 KM0136  NGVD 29 (??/??/92) 1620.924  (m)         5317.98   (f) ADJ UNCH    1 2
 KM0136
 KM0136.Superseded values are not recommended for survey control.
 KM0136
 KM0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0136.See file dsdata.pdf to determine how the superseded data were derived.
 KM0136
 KM0136_MARKER: DB = BENCH MARK DISK
 KM0136_SETTING: 66 = SET IN ROCK OUTCROP
 KM0136_STAMPING: 5317.981 P 26 1933
 KM0136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0136+STABILITY: POSITION/ELEVATION WELL
 KM0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0136+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2006
 KM0136
 KM0136  HISTORY     - Date     Condition        Report By
 KM0136  HISTORY     - 1933     MONUMENTED       CGS
 KM0136  HISTORY     - 1956     GOOD             CGS
 KM0136  HISTORY     - 20060826 GOOD             INDIV
 KM0136
 KM0136                          STATION DESCRIPTION
 KM0136
 KM0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KM0136'2.1 MI S FROM BONANZA.
 KM0136'2.1 MILES SOUTH ALONG THE WATSON-JENSEN ROAD FROM BONANZA, UINTAH
 KM0136'COUNTY, 1.6 MILES NORTH OF THE WHITE RIVER BRIDGE, 200 FEET WEST OF A
 KM0136'ROW OF POLES, 37 FEET EAST OF A DRY WASH AND 140 FEET EAST OF THE
 KM0136'CENTERLINE OF THE ROAD, IN THE WEST POINT OF A SANDSTONE OUTCROP, AND
 KM0136'MARKED BY A CEMENTED ROCK CAIRN AND THE PAINTED LETTERS B.M.  A
 KM0136'STANDARD DISK, STAMPED 5317.981 P 26 1933.
 KM0136
 KM0136                          STATION RECOVERY (2006)
 KM0136
 KM0136'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RW)
 KM0136'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0280 ***********************************************************************
 LN0280  DESIGNATION -  P 27
 LN0280  PID         -  LN0280
 LN0280  STATE/COUNTY-  UT/UINTAH
 LN0280  COUNTRY     -  US
 LN0280  USGS QUAD   -  NAPLES (2017)
 LN0280
 LN0280                         *CURRENT SURVEY CONTROL
 LN0280  ______________________________________________________________________
 LN0280* NAD 83(1986) POSITION- 40 24 10.     (N) 109 28 23.     (W)   SCALED
 LN0280* NAVD 88 ORTHO HEIGHT -  1576.130 (meters)     5171.02  (feet) ADJUSTED
 LN0280  ______________________________________________________________________
 LN0280  GEOID HEIGHT    -        -17.144 (meters)                     GEOID18
 LN0280  DYNAMIC HEIGHT  -       1574.692 (meters)     5166.30  (feet) COMP
 LN0280  MODELED GRAVITY -    979,658.3   (mgal)                       NAVD 88
 LN0280
 LN0280  VERT ORDER      -  FIRST     CLASS II
 LN0280
 LN0280.The horizontal coordinates were scaled from a map and have
 LN0280.an estimated accuracy of +/- 6 seconds.
 LN0280
 LN0280.The orthometric height was determined by differential leveling and
 LN0280.adjusted by the NATIONAL GEODETIC SURVEY
 LN0280.in June 1991.
 LN0280
 LN0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0280.GEOID18 height accuracy estimate available here.
 LN0280
 LN0280.Click photographs - Photos may exist for this station.
 LN0280
 LN0280.The dynamic height is computed by dividing the NAVD 88
 LN0280.geopotential number by the normal gravity value computed on the
 LN0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0280.degrees latitude (g = 980.6199 gals.).
 LN0280
 LN0280.The modeled gravity was interpolated from observed gravity values.
 LN0280
 LN0280;                    North         East    Units  Estimated Accuracy
 LN0280;SPC UT C     - 2,231,700.      672,040.      MT  (+/- 180 meters Scaled)
 LN0280
 LN0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK295735(NAD 83)
 LN0280
 LN0280                          SUPERSEDED SURVEY CONTROL
 LN0280
 LN0280  NGVD 29 (??/??/92) 1574.899  (m)         5166.98   (f) ADJ UNCH    1 2
 LN0280
 LN0280.Superseded values are not recommended for survey control.
 LN0280
 LN0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0280.See file dsdata.pdf to determine how the superseded data were derived.
 LN0280
 LN0280_MARKER: DB = BENCH MARK DISK
 LN0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0280_STAMPING: 5166.981 P 27 1933
 LN0280_MARK LOGO: CGS
 LN0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0280+STABILITY: SURFACE MOTION
 LN0280
 LN0280  HISTORY     - Date     Condition        Report By
 LN0280  HISTORY     - 1933     MONUMENTED       CGS
 LN0280  HISTORY     - 1964     MARK NOT FOUND   USGS
 LN0280  HISTORY     - 1981     MARK NOT FOUND   NGS
 LN0280  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0280
 LN0280                          STATION DESCRIPTION
 LN0280
 LN0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0280'5.8 MI SE FROM VERNAL.
 LN0280'ABOUT 5.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 LN0280'AT VERNAL, UINTAH COUNTY, ABOUT 0.4 MILE SOUTH OF THE ASHLEY CREEK
 LN0280'BRIDGE, ON THE TOP OF A KNOLL, ON THE NORTHWEST RIM OF A BROAD DRAW,
 LN0280'AND ABOUT 50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 LN0280'DISK, STAMPED 5166.981 P 27 1933 AND SET IN THE TOP OF A CONCRETE
 LN0280'POST.
 LN0280
 LN0280                          STATION RECOVERY (1964)
 LN0280
 LN0280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LN0280'MARK NOT FOUND.
 LN0280
 LN0280                          STATION RECOVERY (1981)
 LN0280
 LN0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LN0280'MARK NOT FOUND.
 LN0280
 LN0280                          STATION RECOVERY (1984)
 LN0280
 LN0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0280'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0214 ***********************************************************************
 LN0214  DESIGNATION -  P 28
 LN0214  PID         -  LN0214
 LN0214  STATE/COUNTY-  UT/DAGGETT
 LN0214  COUNTRY     -  US
 LN0214  USGS QUAD   -  MOUNT LENA (2017)
 LN0214
 LN0214                         *CURRENT SURVEY CONTROL
 LN0214  ______________________________________________________________________
 LN0214* NAD 83(1986) POSITION- 40 50 45.     (N) 109 28 03.     (W)   SCALED
 LN0214* NAVD 88 ORTHO HEIGHT -  2456.079 (meters)     8057.99  (feet) POSTED
 LN0214  ______________________________________________________________________
 LN0214  GEOID HEIGHT    -        -13.680 (meters)                     GEOID18
 LN0214  DYNAMIC HEIGHT  -       2453.71  (meters)     8050.2   (feet) COMP
 LN0214  MODELED GRAVITY -    979,568.9   (mgal)                       NAVD 88
 LN0214
 LN0214  VERT ORDER      -  * POSTED, SEE BELOW
 LN0214
 LN0214.The horizontal coordinates were scaled from a map and have
 LN0214.an estimated accuracy of +/- 6 seconds.
 LN0214
 LN0214.The orthometric height was determined by differential leveling
 LN0214.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LN0214
 LN0214.* This is a POSTED BENCH MARK height.
 LN0214
 LN0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0214.GEOID18 height accuracy estimate available here.
 LN0214
 LN0214.Click photographs - Photos may exist for this station.
 LN0214
 LN0214.The dynamic height is computed by dividing the NAVD 88
 LN0214.geopotential number by the normal gravity value computed on the
 LN0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0214.degrees latitude (g = 980.6199 gals.).
 LN0214
 LN0214.The modeled gravity was interpolated from observed gravity values.
 LN0214
 LN0214;                    North         East    Units  Estimated Accuracy
 LN0214;SPC UT N     - 1,058,920.      671,380.      MT  (+/- 180 meters Scaled)
 LN0214
 LN0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL291227(NAD 83)
 LN0214
 LN0214                          SUPERSEDED SURVEY CONTROL
 LN0214
 LN0214  NGVD 29 (??/??/92) 2454.698  (m)         8053.46   (f) ADJ UNCH    1 2
 LN0214
 LN0214.Superseded values are not recommended for survey control.
 LN0214
 LN0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0214.See file dsdata.pdf to determine how the superseded data were derived.
 LN0214
 LN0214_MARKER: DB = BENCH MARK DISK
 LN0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0214_STAMPING: 8053.455 P 28 1933
 LN0214_MARK LOGO: CGS
 LN0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0214+STABILITY: SURFACE MOTION
 LN0214
 LN0214  HISTORY     - Date     Condition        Report By
 LN0214  HISTORY     - 1933     MONUMENTED       CGS
 LN0214  HISTORY     - 1968     GOOD             USGS
 LN0214  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0214
 LN0214                          STATION DESCRIPTION
 LN0214
 LN0214'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 LN0214'36.4 MI N FROM VERNAL.
 LN0214'IN DAGGETT COUNTY, ABOUT 36.4 MILES NORTH ALONG STATE HIGHWAY 44 FROM
 LN0214'VERNAL, UINTAH COUNTY, ABOUT 4.2 MILES NORTH OF CART CREEK, 650 FT.
 LN0214'WEST OF CENTERLINE OF HIGHWAY AND DRAIN CROSSING AT A CURVE, 50 FT.
 LN0214'WEST OF CENTERLINE OF OLD HIGHWAY, 110 FT. EAST OF POWERLINE.  A
 LN0214'STANDARD DISK, STAMPED 8053.455 P 28 1933 AND SET IN THE TOP OF A
 LN0214'CONCRETE POST.
 LN0214
 LN0214                          STATION RECOVERY (1984)
 LN0214
 LN0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0214'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0040 ***********************************************************************
 KO0040  DESIGNATION -  P 3
 KO0040  PID         -  KO0040
 KO0040  STATE/COUNTY-  UT/JUAB
 KO0040  COUNTRY     -  US
 KO0040  USGS QUAD   -  MCINTYRE (2017)
 KO0040
 KO0040                         *CURRENT SURVEY CONTROL
 KO0040  ______________________________________________________________________
 KO0040* NAD 83(1986) POSITION- 39 47 38.     (N) 112 11 20.     (W)   SCALED
 KO0040* NAVD 88 ORTHO HEIGHT -  1661.425 (meters)     5450.86  (feet) POSTED
 KO0040  ______________________________________________________________________
 KO0040  GEOID HEIGHT    -        -18.026 (meters)                     GEOID18
 KO0040  DYNAMIC HEIGHT  -       1659.85  (meters)     5445.7   (feet) COMP
 KO0040  MODELED GRAVITY -    979,620.5   (mgal)                       NAVD 88
 KO0040
 KO0040  VERT ORDER      -  * POSTED, SEE BELOW
 KO0040
 KO0040.The horizontal coordinates were scaled from a map and have
 KO0040.an estimated accuracy of +/- 6 seconds.
 KO0040
 KO0040.The orthometric height was determined by differential leveling
 KO0040.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KO0040
 KO0040.* This is a POSTED BENCH MARK height.
 KO0040
 KO0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0040.GEOID18 height accuracy estimate available here.
 KO0040
 KO0040.Click photographs - Photos may exist for this station.
 KO0040
 KO0040.The dynamic height is computed by dividing the NAVD 88
 KO0040.geopotential number by the normal gravity value computed on the
 KO0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0040.degrees latitude (g = 980.6199 gals.).
 KO0040
 KO0040.The modeled gravity was interpolated from observed gravity values.
 KO0040
 KO0040;                    North         East    Units  Estimated Accuracy
 KO0040;SPC UT C     - 2,162,380.      441,000.      MT  (+/- 180 meters Scaled)
 KO0040
 KO0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK982055(NAD 83)
 KO0040
 KO0040                          SUPERSEDED SURVEY CONTROL
 KO0040
 KO0040.No superseded survey control is available for this station.
 KO0040
 KO0040_MARKER: DB = BENCH MARK DISK
 KO0040_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0040_SP_SET: CULVERT HEAD WALL
 KO0040_STAMPING: ELEV. 5446.951 FT.
 KO0040_MARK LOGO: CGS
 KO0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0040+STABILITY: SURFACE MOTION
 KO0040
 KO0040  HISTORY     - Date     Condition        Report By
 KO0040  HISTORY     - 1908     MONUMENTED       CGS
 KO0040  HISTORY     - 1970     GOOD             NGS
 KO0040
 KO0040                          STATION DESCRIPTION
 KO0040
 KO0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0040'9.8 MI S FROM TINTIC JUNCTION.
 KO0040'9.8 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 KO0040'TINTIC JUNCTION, 1/2 POLE SOUTHWEST OF MILEPOLE 688.75, IN THE TOP AND
 KO0040'3.6 FEET NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD
 KO0040'WALL OF CULVERT 688.74, 7.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND
 KO0040'ABOUT 1/2 FOOT LOWER THAN THE TRACK.  SEC 9, T 12S, R 3W. NOTE-- THIS
 KO0040'MARK WAS REPORTED RESET IN 1954 BY THE U.S. GEOLOGICAL SURVEY. THE
 KO0040'HEAD WALL OF THE CULVERT WAS RAISED AND THE MARK IS ABOUT 15-INCHES
 KO0040'HIGHER THAN ORIGINAL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0041 ***********************************************************************
 KO0041  DESIGNATION -  P 3 RESET
 KO0041  PID         -  KO0041
 KO0041  STATE/COUNTY-  UT/JUAB
 KO0041  COUNTRY     -  US
 KO0041  USGS QUAD   -  MCINTYRE (2017)
 KO0041
 KO0041                         *CURRENT SURVEY CONTROL
 KO0041  ______________________________________________________________________
 KO0041* NAD 83(1986) POSITION- 39 47 38.     (N) 112 11 20.     (W)   SCALED
 KO0041* NAVD 88 ORTHO HEIGHT -  1661.843 (meters)     5452.23  (feet) ADJUSTED
 KO0041  ______________________________________________________________________
 KO0041  GEOID HEIGHT    -        -18.026 (meters)                     GEOID18
 KO0041  DYNAMIC HEIGHT  -       1660.269 (meters)     5447.07  (feet) COMP
 KO0041  MODELED GRAVITY -    979,620.5   (mgal)                       NAVD 88
 KO0041
 KO0041  VERT ORDER      -  FIRST     CLASS I
 KO0041
 KO0041.The horizontal coordinates were scaled from a map and have
 KO0041.an estimated accuracy of +/- 6 seconds.
 KO0041
 KO0041.The orthometric height was determined by differential leveling and
 KO0041.adjusted by the NATIONAL GEODETIC SURVEY
 KO0041.in June 1991.
 KO0041
 KO0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0041.GEOID18 height accuracy estimate available here.
 KO0041
 KO0041.Click photographs - Photos may exist for this station.
 KO0041
 KO0041.The dynamic height is computed by dividing the NAVD 88
 KO0041.geopotential number by the normal gravity value computed on the
 KO0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0041.degrees latitude (g = 980.6199 gals.).
 KO0041
 KO0041.The modeled gravity was interpolated from observed gravity values.
 KO0041
 KO0041;                    North         East    Units  Estimated Accuracy
 KO0041;SPC UT C     - 2,162,380.      441,000.      MT  (+/- 180 meters Scaled)
 KO0041
 KO0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK982055(NAD 83)
 KO0041
 KO0041                          SUPERSEDED SURVEY CONTROL
 KO0041
 KO0041.No superseded survey control is available for this station.
 KO0041
 KO0041_MARKER: DB = BENCH MARK DISK
 KO0041_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0041_SP_SET: CULVERT HEADWALL
 KO0041_STAMPING: ELEV. 5446.951 FT.
 KO0041_MARK LOGO: CGS
 KO0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0041+STABILITY: SURFACE MOTION
 KO0041
 KO0041  HISTORY     - Date     Condition        Report By
 KO0041  HISTORY     - 1954     MONUMENTED       USGS
 KO0041  HISTORY     - 1970     GOOD             NGS
 KO0041
 KO0041                          STATION DESCRIPTION
 KO0041
 KO0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0041'9.8 MI S FROM TINTIC JUNCTION.
 KO0041'9.8 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 KO0041'TINTIC JUNCTION, 1/2 POLE SOUTHWEST OF MILEPOLE 688.75, IN THE TOP AND
 KO0041'3.6 FEET NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD
 KO0041'WALL OF CULVERT 688.74, 7.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND
 KO0041'ABOUT 1/2 FOOT LOWER THAN THE TRACK.  SEC 9, T 12S, R 3W. NOTE-- THE
 KO0041'HEAD WALL OF THE CULVERT WAS RAISED AND THE MARK IS ABOUT 15-INCHES
 KO0041'HIGHER THAN ORIGINAL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0024 ***********************************************************************
 JO0024  DESIGNATION -  P 31
 JO0024  PID         -  JO0024
 JO0024  STATE/COUNTY-  UT/SEVIER
 JO0024  COUNTRY     -  US
 JO0024  USGS QUAD   -  MARYSVALE CANYON (2017)
 JO0024
 JO0024                         *CURRENT SURVEY CONTROL
 JO0024  ______________________________________________________________________
 JO0024* NAD 83(1986) POSITION- 38 34 34.     (N) 112 20 55.     (W)   SCALED
 JO0024* NAVD 88 ORTHO HEIGHT -  1798.795 (meters)     5901.55  (feet) ADJUSTED
 JO0024  ______________________________________________________________________
 JO0024  GEOID HEIGHT    -        -19.154 (meters)                     GEOID18
 JO0024  DYNAMIC HEIGHT  -       1796.788 (meters)     5894.96  (feet) COMP
 JO0024  MODELED GRAVITY -    979,449.4   (mgal)                       NAVD 88
 JO0024
 JO0024  VERT ORDER      -  FIRST     CLASS II
 JO0024
 JO0024.The horizontal coordinates were scaled from a map and have
 JO0024.an estimated accuracy of +/- 6 seconds.
 JO0024
 JO0024.The orthometric height was determined by differential leveling and
 JO0024.adjusted by the NATIONAL GEODETIC SURVEY
 JO0024.in June 1991.
 JO0024
 JO0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0024.GEOID18 height accuracy estimate available here.
 JO0024
 JO0024.Click photographs - Photos may exist for this station.
 JO0024
 JO0024.The dynamic height is computed by dividing the NAVD 88
 JO0024.geopotential number by the normal gravity value computed on the
 JO0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0024.degrees latitude (g = 980.6199 gals.).
 JO0024
 JO0024.The modeled gravity was interpolated from observed gravity values.
 JO0024
 JO0024;                    North         East    Units  Estimated Accuracy
 JO0024;SPC UT C     - 2,027,310.      426,040.      MT  (+/- 180 meters Scaled)
 JO0024
 JO0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH825706(NAD 83)
 JO0024
 JO0024                          SUPERSEDED SURVEY CONTROL
 JO0024
 JO0024  NGVD 29 (??/??/92) 1797.532  (m)         5897.40   (f) ADJ UNCH    1 2
 JO0024
 JO0024.Superseded values are not recommended for survey control.
 JO0024
 JO0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0024.See file dsdata.pdf to determine how the superseded data were derived.
 JO0024
 JO0024_MARKER: DB = BENCH MARK DISK
 JO0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0024_STAMPING: P 31 1934
 JO0024_MARK LOGO: CGS
 JO0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0024+STABILITY: SURFACE MOTION
 JO0024
 JO0024  HISTORY     - Date     Condition        Report By
 JO0024  HISTORY     - 1934     MONUMENTED       CGS
 JO0024  HISTORY     - 1975     MARK NOT FOUND   USGS
 JO0024  HISTORY     - 20101209 MARK NOT FOUND   GEOCAC
 JO0024
 JO0024                          STATION DESCRIPTION
 JO0024
 JO0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0024'6.1 MI W FROM SEVIER.
 JO0024'6.1 MILES WEST ALONG STATE HIGHWAY 13 FROM THE DENVER AND RIO GRANDE
 JO0024'WESTERN RAILROAD STATION AT SEVIER, SEVIER COUNTY, 81 FEET SOUTHWEST
 JO0024'OF HIGHWAY STATION 33, 60 FEET NORTH OF THE NORTH BANK OF CLEAR CREEK,
 JO0024'AND 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 JO0024'STAMPED P 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JO0024
 JO0024                          STATION RECOVERY (1975)
 JO0024
 JO0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0024'MARK NOT FOUND.
 JO0024
 JO0024                          STATION RECOVERY (2010)
 JO0024
 JO0024'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 JO0024'LOCATION HAS BEEN DISTURBED BY ROAD IMPROVEMENTS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0302 ***********************************************************************
 JO0302  DESIGNATION -  P 33
 JO0302  PID         -  JO0302
 JO0302  STATE/COUNTY-  UT/BEAVER
 JO0302  COUNTRY     -  US
 JO0302  USGS QUAD   -  WALLACES PEAK (2017)
 JO0302
 JO0302                         *CURRENT SURVEY CONTROL
 JO0302  ______________________________________________________________________
 JO0302* NAD 83(1986) POSITION- 38 29 14.     (N) 113 27 56.     (W)   SCALED
 JO0302* NAVD 88 ORTHO HEIGHT -  1573.226 (meters)     5161.49  (feet) ADJUSTED
 JO0302  ______________________________________________________________________
 JO0302  GEOID HEIGHT    -        -21.176 (meters)                     GEOID18
 JO0302  DYNAMIC HEIGHT  -       1571.593 (meters)     5156.13  (feet) COMP
 JO0302  MODELED GRAVITY -    979,535.4   (mgal)                       NAVD 88
 JO0302
 JO0302  VERT ORDER      -  FIRST     CLASS II
 JO0302
 JO0302.The horizontal coordinates were scaled from a map and have
 JO0302.an estimated accuracy of +/- 6 seconds.
 JO0302
 JO0302.The orthometric height was determined by differential leveling and
 JO0302.adjusted by the NATIONAL GEODETIC SURVEY
 JO0302.in June 1991.
 JO0302
 JO0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0302.GEOID18 height accuracy estimate available here.
 JO0302
 JO0302.Click photographs - Photos may exist for this station.
 JO0302
 JO0302.The dynamic height is computed by dividing the NAVD 88
 JO0302.geopotential number by the normal gravity value computed on the
 JO0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0302.degrees latitude (g = 980.6199 gals.).
 JO0302
 JO0302.The modeled gravity was interpolated from observed gravity values.
 JO0302
 JO0302;                    North         East    Units  Estimated Accuracy
 JO0302;SPC UT S     - 3,203,860.      328,520.      MT  (+/- 180 meters Scaled)
 JO0302
 JO0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH849627(NAD 83)
 JO0302
 JO0302                          SUPERSEDED SURVEY CONTROL
 JO0302
 JO0302  NGVD 29 (??/??/92) 1572.088  (m)         5157.76   (f) ADJ UNCH    1 2
 JO0302
 JO0302.Superseded values are not recommended for survey control.
 JO0302
 JO0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0302.See file dsdata.pdf to determine how the superseded data were derived.
 JO0302
 JO0302_MARKER: DB = BENCH MARK DISK
 JO0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0302_STAMPING: P 33 1934
 JO0302_MARK LOGO: CGS
 JO0302_PROJECTION: PROJECTING 5 CENTIMETERS
 JO0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0302+STABILITY: SURFACE MOTION
 JO0302
 JO0302  HISTORY     - Date     Condition        Report By
 JO0302  HISTORY     - 1934     MONUMENTED       CGS
 JO0302  HISTORY     - 1958     GOOD             USGS
 JO0302  HISTORY     - 1984     GOOD             NGS
 JO0302
 JO0302                          STATION DESCRIPTION
 JO0302
 JO0302'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JO0302'50.7 MI SE FROM GARRISON.
 JO0302'TO REACH FROM THE POST OFFICE AT MILFORD DRIVE NORTH AND WEST ALONG
 JO0302'STATE HIGHWAY 21 FOR 27 MILES.  THE MARK IS ON THE OLD HIGHWAY, ABOUT
 JO0302'800 FEET SOUTH OF THE NEW HIGHWAY, 45 FEET SOUTH OF THE OLD HIGHWAY,
 JO0302'AND 12 FEET EAST OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED P 33
 JO0302'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ALSO 19.5 MILES
 JO0302'SOUTHEAST OF THE BEAVER-MILLARD COUNTY LINE.
 JO0302
 JO0302                          STATION RECOVERY (1984)
 JO0302
 JO0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0302'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  43.1 KM
 JO0302'(26.9 MI) WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 JO0302'STATE HIGHWAY AT MILFORD, THENCE 0.72 KM (0.45 MI) WEST ALONG A PIPE
 JO0302'LINE ROAD, THENCE 0.3 KM (0.2 MI) NORTHWEST ALONG THE OLD HIGHWAY BED,
 JO0302'13.7 METERS (45 FT) SOUTHWEST OF THE CENTER OF THE OLD HIGHWAY BED AND
 JO0302'3.6 METERS (12 FT) EAST OF A TELEPHONE POLE.
 JO0302'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 JO0302'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY BED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0017 ***********************************************************************
 MS0017  DESIGNATION -  P 331
 MS0017  PID         -  MS0017
 MS0017  STATE/COUNTY-  UT/BOX ELDER
 MS0017  COUNTRY     -  US
 MS0017  USGS QUAD   -  CUTLER DAM (2017)
 MS0017
 MS0017                         *CURRENT SURVEY CONTROL
 MS0017  ______________________________________________________________________
 MS0017* NAD 83(1986) POSITION- 41 46 54.     (N) 112 05 38.     (W)   SCALED
 MS0017* NAVD 88 ORTHO HEIGHT -  1353.930 (meters)     4442.02  (feet) ADJUSTED
 MS0017  ______________________________________________________________________
 MS0017  GEOID HEIGHT    -        -15.452 (meters)                     GEOID18
 MS0017  DYNAMIC HEIGHT  -       1352.992 (meters)     4438.94  (feet) COMP
 MS0017  MODELED GRAVITY -    979,882.8   (mgal)                       NAVD 88
 MS0017  OBS GRAVITY     -    979,883.8   (mgal)                       GRAV_OBS
 MS0017
 MS0017  VERT ORDER      -  FIRST     CLASS II
 MS0017
 MS0017.The horizontal coordinates were scaled from a map and have
 MS0017.an estimated accuracy of +/- 6 seconds.
 MS0017
 MS0017.The orthometric height was determined by differential leveling and
 MS0017.adjusted by the NATIONAL GEODETIC SURVEY
 MS0017.in June 1991.
 MS0017
 MS0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0017.GEOID18 height accuracy estimate available here.
 MS0017
 MS0017.Click photographs - Photos may exist for this station.
 MS0017
 MS0017.The dynamic height is computed by dividing the NAVD 88
 MS0017.geopotential number by the normal gravity value computed on the
 MS0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0017.degrees latitude (g = 980.6199 gals.).
 MS0017
 MS0017.The modeled gravity was interpolated from observed gravity values.
 MS0017
 MS0017.The observed gravity was obtained from relative gravimeter ties
 MS0017.to the IGSN71 gravity network.
 MS0017
 MS0017;                    North         East    Units  Estimated Accuracy
 MS0017;SPC UT N     - 1,161,010.      450,630.      MT  (+/- 180 meters Scaled)
 MS0017
 MS0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM090261(NAD 83)
 MS0017
 MS0017                          SUPERSEDED SURVEY CONTROL
 MS0017
 MS0017  NGVD 29 (??/??/92) 1352.91   (m)         4438.7    (f) COMPUTED    1 2
 MS0017
 MS0017.Superseded values are not recommended for survey control.
 MS0017
 MS0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0017.See file dsdata.pdf to determine how the superseded data were derived.
 MS0017
 MS0017_MARKER: DB = BENCH MARK DISK
 MS0017_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MS0017+WITH SETTING: PAVEMENT
 MS0017_SP_SET: SEMAPHORE BASE
 MS0017_STAMPING: P 331 1937
 MS0017_MARK LOGO: CGS
 MS0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0017+STABILITY: SURFACE MOTION
 MS0017
 MS0017  HISTORY     - Date     Condition        Report By
 MS0017  HISTORY     - 1937     MONUMENTED       CGS
 MS0017
 MS0017                          STATION DESCRIPTION
 MS0017
 MS0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 MS0017'0.7 MI N FROM COLLINSTON.
 MS0017'0.7 MILES NORTH OF O.S.L.RR. DEPOT IN CONCRETE BASE OF SEMAPHORE NO.
 MS0017'40.8.  38 FT. WEST OF A RAILROAD CROSSING SIGN.  10 1/2 POLES SOUTH OF
 MS0017'A GRAVEL ROAD CROSSING.  10 FT. WEST OF CENTERLINE OF TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0018 ***********************************************************************
 MS0018  DESIGNATION -  P 331 RESET
 MS0018  PID         -  MS0018
 MS0018  STATE/COUNTY-  UT/BOX ELDER
 MS0018  COUNTRY     -  US
 MS0018  USGS QUAD   -  CUTLER DAM (2017)
 MS0018
 MS0018                         *CURRENT SURVEY CONTROL
 MS0018  ______________________________________________________________________
 MS0018* NAD 83(1986) POSITION- 41 46 54.     (N) 112 05 38.     (W)   SCALED
 MS0018* NAVD 88 ORTHO HEIGHT -  1353.921 (meters)     4441.99  (feet) ADJUSTED
 MS0018  ______________________________________________________________________
 MS0018  GEOID HEIGHT    -        -15.452 (meters)                     GEOID18
 MS0018  DYNAMIC HEIGHT  -       1352.982 (meters)     4438.91  (feet) COMP
 MS0018  MODELED GRAVITY -    979,882.8   (mgal)                       NAVD 88
 MS0018
 MS0018  VERT ORDER      -  FIRST     CLASS I
 MS0018
 MS0018.The horizontal coordinates were scaled from a map and have
 MS0018.an estimated accuracy of +/- 6 seconds.
 MS0018
 MS0018.The orthometric height was determined by differential leveling and
 MS0018.adjusted by the NATIONAL GEODETIC SURVEY
 MS0018.in June 1991.
 MS0018
 MS0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0018.GEOID18 height accuracy estimate available here.
 MS0018
 MS0018.Click photographs - Photos may exist for this station.
 MS0018
 MS0018.The dynamic height is computed by dividing the NAVD 88
 MS0018.geopotential number by the normal gravity value computed on the
 MS0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0018.degrees latitude (g = 980.6199 gals.).
 MS0018
 MS0018.The modeled gravity was interpolated from observed gravity values.
 MS0018
 MS0018;                    North         East    Units  Estimated Accuracy
 MS0018;SPC UT N     - 1,161,010.      450,630.      MT  (+/- 180 meters Scaled)
 MS0018
 MS0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM090261(NAD 83)
 MS0018
 MS0018                          SUPERSEDED SURVEY CONTROL
 MS0018
 MS0018  NGVD 29 (??/??/92) 1352.908  (m)         4438.67   (f) ADJ UNCH    1 1
 MS0018
 MS0018.Superseded values are not recommended for survey control.
 MS0018
 MS0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0018.See file dsdata.pdf to determine how the superseded data were derived.
 MS0018
 MS0018_MARKER: DB = BENCH MARK DISK
 MS0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0018_STAMPING: P 331 1937 RESET 1950
 MS0018_MARK LOGO: CGS
 MS0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0018+STABILITY: SURFACE MOTION
 MS0018
 MS0018  HISTORY     - Date     Condition        Report By
 MS0018  HISTORY     - 1950     MONUMENTED       UPRR
 MS0018  HISTORY     - 1967     GOOD             CGS
 MS0018
 MS0018                          STATION DESCRIPTION
 MS0018
 MS0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0018'8.3 MI SW FROM CACHE JUNCTION.
 MS0018'8.3 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MS0018'AT CACHE JUNCTION, 0.35 MILE SOUTH OF THE CROSSING OF STATE HIGHWAY
 MS0018'154, 5 POLES NORTH OF MILEPOLE 40.50, 40.1 FEET WEST OF THE WEST RAIL,
 MS0018'24 1/2 FEET SOUTH OF THE FIFTH POLE NORTH OF THE MILEPOLE, 1.0 FOOT
 MS0018'EAST OF A FENCE, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT 3 FEET HIGHER
 MS0018'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 MS0018'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0050 ***********************************************************************
 LP0050  DESIGNATION -  P 332
 LP0050  PID         -  LP0050
 LP0050  STATE/COUNTY-  UT/UTAH
 LP0050  COUNTRY     -  US
 LP0050  USGS QUAD   -  CEDAR FORT (2017)
 LP0050
 LP0050                         *CURRENT SURVEY CONTROL
 LP0050  ______________________________________________________________________
 LP0050* NAD 83(1986) POSITION- 40 20 19.     (N) 112 02 28.     (W)   SCALED
 LP0050* NAVD 88 ORTHO HEIGHT -  1513.760 (meters)     4966.39  (feet) ADJUSTED
 LP0050  ______________________________________________________________________
 LP0050  GEOID HEIGHT    -        -17.280 (meters)                     GEOID18
 LP0050  DYNAMIC HEIGHT  -       1512.461 (meters)     4962.13  (feet) COMP
 LP0050  MODELED GRAVITY -    979,713.9   (mgal)                       NAVD 88
 LP0050
 LP0050  VERT ORDER      -  SECOND    CLASS 0
 LP0050
 LP0050.The horizontal coordinates were scaled from a map and have
 LP0050.an estimated accuracy of +/- 6 seconds.
 LP0050
 LP0050.The orthometric height was determined by differential leveling and
 LP0050.adjusted by the NATIONAL GEODETIC SURVEY
 LP0050.in June 1991.
 LP0050
 LP0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0050.GEOID18 height accuracy estimate available here.
 LP0050
 LP0050.Click photographs - Photos may exist for this station.
 LP0050
 LP0050.The dynamic height is computed by dividing the NAVD 88
 LP0050.geopotential number by the normal gravity value computed on the
 LP0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0050.degrees latitude (g = 980.6199 gals.).
 LP0050
 LP0050.The modeled gravity was interpolated from observed gravity values.
 LP0050
 LP0050;                    North         East    Units  Estimated Accuracy
 LP0050;SPC UT C     - 2,222,770.      454,030.      MT  (+/- 180 meters Scaled)
 LP0050
 LP0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK115658(NAD 83)
 LP0050
 LP0050                          SUPERSEDED SURVEY CONTROL
 LP0050
 LP0050  NGVD 29 (??/??/92) 1512.710  (m)         4962.95   (f) ADJ UNCH    2 0
 LP0050
 LP0050.Superseded values are not recommended for survey control.
 LP0050
 LP0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0050.See file dsdata.pdf to determine how the superseded data were derived.
 LP0050
 LP0050_MARKER: DB = BENCH MARK DISK
 LP0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0050_STAMPING: P 332 1945
 LP0050_MARK LOGO: CGS
 LP0050_PROJECTION: PROJECTING 15 CENTIMETERS
 LP0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0050+STABILITY: SURFACE MOTION
 LP0050
 LP0050  HISTORY     - Date     Condition        Report By
 LP0050  HISTORY     - 1945     MONUMENTED       CGS
 LP0050  HISTORY     - 1967     MARK NOT FOUND   USGS
 LP0050
 LP0050                          STATION DESCRIPTION
 LP0050
 LP0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LP0050'IN FAIRFIELD INT FIELD.
 LP0050'AT THE FAIRFIELD INT. FIELD, SET AT THE MAIN GATE, 29.5 FEET NORTHWEST
 LP0050'OF THE NORTHWEST GATE POST, 3.5 FEET EAST OF THE CORNER FENCE POST,
 LP0050'2.2 FEET SOUTHWEST OF REFERENCE POST.  BRONZE BENCH MARK DISK SET IN
 LP0050'TOP OF A CONCRETE POST POURED IN THE FIELD AND PROJECTING ABOUT 0.5
 LP0050'FOOT ABOVE THE GROUND.
 LP0050
 LP0050                          STATION RECOVERY (1967)
 LP0050
 LP0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LP0050'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0150 ***********************************************************************
 MS0150  DESIGNATION -  P 333 RESET
 MS0150  PID         -  MS0150
 MS0150  STATE/COUNTY-  UT/WEBER
 MS0150  COUNTRY     -  US
 MS0150  USGS QUAD   -  ROY (2017)
 MS0150
 MS0150                         *CURRENT SURVEY CONTROL
 MS0150  ______________________________________________________________________
 MS0150* NAD 83(1986) POSITION- 41 11 27.     (N) 112 00 33.     (W)   SCALED
 MS0150* NAVD 88 ORTHO HEIGHT -  1355.092 (meters)     4445.83  (feet) ADJUSTED
 MS0150  ______________________________________________________________________
 MS0150  GEOID HEIGHT    -        -16.871 (meters)                     GEOID18
 MS0150  DYNAMIC HEIGHT  -       1354.052 (meters)     4442.42  (feet) COMP
 MS0150  MODELED GRAVITY -    979,809.6   (mgal)                       NAVD 88
 MS0150
 MS0150  VERT ORDER      -  FIRST     CLASS II
 MS0150
 MS0150.This mark is at Ogden-Hinckley Airport (OGD)
 MS0150
 MS0150.The horizontal coordinates were scaled from a map and have
 MS0150.an estimated accuracy of +/- 6 seconds.
 MS0150
 MS0150.The orthometric height was determined by differential leveling and
 MS0150.adjusted by the NATIONAL GEODETIC SURVEY
 MS0150.in June 1991.
 MS0150
 MS0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0150.GEOID18 height accuracy estimate available here.
 MS0150
 MS0150.Click photographs - Photos may exist for this station.
 MS0150
 MS0150.The dynamic height is computed by dividing the NAVD 88
 MS0150.geopotential number by the normal gravity value computed on the
 MS0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0150.degrees latitude (g = 980.6199 gals.).
 MS0150
 MS0150.The modeled gravity was interpolated from observed gravity values.
 MS0150
 MS0150;                    North         East    Units  Estimated Accuracy
 MS0150;SPC UT N     - 1,095,350.      457,290.      MT  (+/- 180 meters Scaled)
 MS0150
 MS0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL153604(NAD 83)
 MS0150
 MS0150                          SUPERSEDED SURVEY CONTROL
 MS0150
 MS0150  NGVD 29 (??/??/92) 1354.159  (m)         4442.77   (f) ADJ UNCH    1 2
 MS0150
 MS0150.Superseded values are not recommended for survey control.
 MS0150
 MS0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0150.See file dsdata.pdf to determine how the superseded data were derived.
 MS0150
 MS0150_MARKER: DB = BENCH MARK DISK
 MS0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0150_STAMPING: P 333 1945 RESET 1950
 MS0150_MARK LOGO: CGS
 MS0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0150+STABILITY: SURFACE MOTION
 MS0150
 MS0150  HISTORY     - Date     Condition        Report By
 MS0150  HISTORY     - 1950     MONUMENTED       CGS
 MS0150  HISTORY     - 1953     GOOD             CGS
 MS0150  HISTORY     - 1988     MARK NOT FOUND   USGS
 MS0150
 MS0150                          STATION DESCRIPTION
 MS0150
 MS0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0150'IN OGDEN MUNICIPAL AIRPORT.
 MS0150'AT OGDEN MUNICIPAL AIRPORT (FORMERLY ROBERT H. HINKLEY FIELD), AT THE
 MS0150'HANGAR, 6.2 FEET SOUTH OF THE SOUTH DOOR BUMPER, 3.7 FEET EAST OF THE
 MS0150'EAST EDGE OF THE CONCRETE SIDEWALK, 2.7 FEET NORTHWEST OF THE
 MS0150'SOUTHWEST CORNER OF THE BUILDING, 1.5 FEET WEST OF THE WEST WALL, AND
 MS0150'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 MS0150'GROUND.
 MS0150
 MS0150                          STATION RECOVERY (1988)
 MS0150
 MS0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (GH)
 MS0150'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0362 ***********************************************************************
 MS0362  DESIGNATION -  P 334
 MS0362  PID         -  MS0362
 MS0362  STATE/COUNTY-  UT/BOX ELDER
 MS0362  COUNTRY     -  US
 MS0362  USGS QUAD   -  LUCIN (2017)
 MS0362
 MS0362                         *CURRENT SURVEY CONTROL
 MS0362  ______________________________________________________________________
 MS0362* NAD 83(1986) POSITION- 41 21 46.     (N) 113 52 39.     (W)   SCALED
 MS0362* NAVD 88 ORTHO HEIGHT -  1369.425 (meters)     4492.86  (feet) ADJUSTED
 MS0362  ______________________________________________________________________
 MS0362  GEOID HEIGHT    -        -16.752 (meters)                     GEOID18
 MS0362  DYNAMIC HEIGHT  -       1368.454 (meters)     4489.67  (feet) COMP
 MS0362  MODELED GRAVITY -    979,866.5   (mgal)                       NAVD 88
 MS0362
 MS0362  VERT ORDER      -  FIRST     CLASS II
 MS0362
 MS0362.The horizontal coordinates were scaled from a map and have
 MS0362.an estimated accuracy of +/- 6 seconds.
 MS0362
 MS0362.The orthometric height was determined by differential leveling and
 MS0362.adjusted by the NATIONAL GEODETIC SURVEY
 MS0362.in June 1991.
 MS0362
 MS0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0362.GEOID18 height accuracy estimate available here.
 MS0362
 MS0362.Click photographs - Photos may exist for this station.
 MS0362
 MS0362.The dynamic height is computed by dividing the NAVD 88
 MS0362.geopotential number by the normal gravity value computed on the
 MS0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0362.degrees latitude (g = 980.6199 gals.).
 MS0362
 MS0362.The modeled gravity was interpolated from observed gravity values.
 MS0362
 MS0362;                    North         East    Units  Estimated Accuracy
 MS0362;SPC UT N     - 1,117,040.      301,100.      MT  (+/- 180 meters Scaled)
 MS0362
 MS0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL593830(NAD 83)
 MS0362
 MS0362                          SUPERSEDED SURVEY CONTROL
 MS0362
 MS0362  NGVD 29 (??/??/92) 1368.411  (m)         4489.53   (f) ADJ UNCH    1 2
 MS0362
 MS0362.Superseded values are not recommended for survey control.
 MS0362
 MS0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0362.See file dsdata.pdf to determine how the superseded data were derived.
 MS0362
 MS0362_MARKER: DB = BENCH MARK DISK
 MS0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0362_STAMPING: P 334 1945
 MS0362_MARK LOGO: CGS
 MS0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0362+STABILITY: SURFACE MOTION
 MS0362
 MS0362  HISTORY     - Date     Condition        Report By
 MS0362  HISTORY     - 1945     MONUMENTED       CGS
 MS0362  HISTORY     - 1953     GOOD             CGS
 MS0362
 MS0362                          STATION DESCRIPTION
 MS0362
 MS0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0362'1.9 MI NE FROM LUCIN.
 MS0362'1.9 MILES NORTHEAST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0362'PACIFIC COMPANY RAILROAD BED FROM THE POST OFFICE AT LUCIN, 83 FEET
 MS0362'SOUTHEAST OF AND ACROSS THE ROAD FROM MILEPOLE 681, 36 FEET SOUTHEAST
 MS0362'OF THE CENTER LINE OF THE ROAD, 1.6 FEET NORTHEAST OF A WITNESS POST,
 MS0362'ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 MS0362'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0458 ***********************************************************************
 MS0458  DESIGNATION -  P 337
 MS0458  PID         -  MS0458
 MS0458  STATE/COUNTY-  UT/BOX ELDER
 MS0458  COUNTRY     -  US
 MS0458  USGS QUAD   -  INGHAM CANYON (2017)
 MS0458
 MS0458                         *CURRENT SURVEY CONTROL
 MS0458  ______________________________________________________________________
 MS0458* NAD 83(1986) POSITION- 41 44 49.     (N) 113 51 33.     (W)   SCALED
 MS0458* NAVD 88 ORTHO HEIGHT -  1668.576 (meters)     5474.32  (feet) ADJUSTED
 MS0458  ______________________________________________________________________
 MS0458  GEOID HEIGHT    -        -15.456 (meters)                     GEOID18
 MS0458  DYNAMIC HEIGHT  -       1667.305 (meters)     5470.15  (feet) COMP
 MS0458  MODELED GRAVITY -    979,801.9   (mgal)                       NAVD 88
 MS0458
 MS0458  VERT ORDER      -  SECOND    CLASS 0
 MS0458
 MS0458.The horizontal coordinates were scaled from a map and have
 MS0458.an estimated accuracy of +/- 6 seconds.
 MS0458
 MS0458.The orthometric height was determined by differential leveling and
 MS0458.adjusted by the NATIONAL GEODETIC SURVEY
 MS0458.in June 1991.
 MS0458
 MS0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0458.GEOID18 height accuracy estimate available here.
 MS0458
 MS0458.Click photographs - Photos may exist for this station.
 MS0458
 MS0458.The dynamic height is computed by dividing the NAVD 88
 MS0458.geopotential number by the normal gravity value computed on the
 MS0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0458.degrees latitude (g = 980.6199 gals.).
 MS0458
 MS0458.The modeled gravity was interpolated from observed gravity values.
 MS0458
 MS0458;                    North         East    Units  Estimated Accuracy
 MS0458;SPC UT N     - 1,159,650.      303,790.      MT  (+/- 180 meters Scaled)
 MS0458
 MS0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM622256(NAD 83)
 MS0458
 MS0458                          SUPERSEDED SURVEY CONTROL
 MS0458
 MS0458  NGVD 29 (??/??/92) 1667.414  (m)         5470.51   (f) ADJ UNCH    2 0
 MS0458
 MS0458.Superseded values are not recommended for survey control.
 MS0458
 MS0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0458.See file dsdata.pdf to determine how the superseded data were derived.
 MS0458
 MS0458_MARKER: DB = BENCH MARK DISK
 MS0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0458_STAMPING: P 337 1951
 MS0458_MARK LOGO: CGS
 MS0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0458+STABILITY: SURFACE MOTION
 MS0458
 MS0458  HISTORY     - Date     Condition        Report By
 MS0458  HISTORY     - 1951     MONUMENTED       CGS
 MS0458
 MS0458                          STATION DESCRIPTION
 MS0458
 MS0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MS0458'3.1 MI N FROM GROUSE CREEK.
 MS0458'3.1 MILES NORTH ALONG A COUNTY GRAVEL ROAD FROM THE SCHOOL HOUSE AT
 MS0458'GROUSE CREEK, 0.35 MILE SOUTH OF THE Y JUNCTION OF A GRAVEL ROAD
 MS0458'LEADING NORTH, 159 FEET NORTHWEST OF THE NORTH CORNER OF A 2-STORY
 MS0458'WHITE FARM HOUSE, 134 1/2 FEET NORTHEAST OF THE CENTER OF THE Y
 MS0458'JUNCTION OF A DRIVE WAY WHICH FORMS A LOOP, 26 1/2 FEET SOUTHEAST OF
 MS0458'THE CENTER LINE OF THE MAIN ROAD, 26 FEET NORTHWEST OF THE CENTER LINE
 MS0458'OF THE DRIVE WAY, 2.2 FEET SOUTH OF A WITNESS POST, AND ABOUT 1 1/2
 MS0458'FEET LOWER THAN THE MAIN ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MS0458'PROJECTING  0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0496 ***********************************************************************
 MR0496  DESIGNATION -  P 338
 MR0496  PID         -  MR0496
 MR0496  STATE/COUNTY-  UT/CACHE
 MR0496  COUNTRY     -  US
 MR0496  USGS QUAD   -  NEWTON (2017)
 MR0496
 MR0496                         *CURRENT SURVEY CONTROL
 MR0496  ______________________________________________________________________
 MR0496* NAD 83(1986) POSITION- 41 50 14.     (N) 111 58 35.     (W)   SCALED
 MR0496* NAVD 88 ORTHO HEIGHT -  1352.328 (meters)     4436.76  (feet) ADJUSTED
 MR0496  ______________________________________________________________________
 MR0496  GEOID HEIGHT    -        -15.388 (meters)                     GEOID18
 MR0496  DYNAMIC HEIGHT  -       1351.384 (meters)     4433.67  (feet) COMP
 MR0496  MODELED GRAVITY -    979,877.5   (mgal)                       NAVD 88
 MR0496
 MR0496  VERT ORDER      -  FIRST     CLASS I
 MR0496
 MR0496.The horizontal coordinates were scaled from a map and have
 MR0496.an estimated accuracy of +/- 6 seconds.
 MR0496
 MR0496.The orthometric height was determined by differential leveling and
 MR0496.adjusted by the NATIONAL GEODETIC SURVEY
 MR0496.in June 1991.
 MR0496
 MR0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0496.GEOID18 height accuracy estimate available here.
 MR0496
 MR0496.Click photographs - Photos may exist for this station.
 MR0496
 MR0496.The dynamic height is computed by dividing the NAVD 88
 MR0496.geopotential number by the normal gravity value computed on the
 MR0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0496.degrees latitude (g = 980.6199 gals.).
 MR0496
 MR0496.The modeled gravity was interpolated from observed gravity values.
 MR0496
 MR0496;                    North         East    Units  Estimated Accuracy
 MR0496;SPC UT N     - 1,167,120.      460,430.      MT  (+/- 180 meters Scaled)
 MR0496
 MR0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM189321(NAD 83)
 MR0496
 MR0496                          SUPERSEDED SURVEY CONTROL
 MR0496
 MR0496  NGVD 29 (??/??/92) 1351.295  (m)         4433.37   (f) ADJ UNCH    1 1
 MR0496
 MR0496.Superseded values are not recommended for survey control.
 MR0496
 MR0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0496.See file dsdata.pdf to determine how the superseded data were derived.
 MR0496
 MR0496_MARKER: DB = BENCH MARK DISK
 MR0496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0496_SP_SET: CULVERT
 MR0496_STAMPING: P 338 1951
 MR0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0496
 MR0496  HISTORY     - Date     Condition        Report By
 MR0496  HISTORY     - 1951     MONUMENTED       CGS
 MR0496  HISTORY     - 1967     GOOD             CGS
 MR0496
 MR0496                          STATION DESCRIPTION
 MR0496
 MR0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0496'1.65 MI E FROM CACHE JUNCTION.
 MR0496'1.65 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0496'CACHE JUNCTION, ABOUT 1-3/4 POLES EAST OF THE CROSSING OF A PRIVATE
 MR0496'ROAD, 1 POLE WEST OF MILEPOLE 50.5, IN THE TOP OF THE NORTHEAST END OF
 MR0496'THE NORTHEAST CONCRETE WING WALL OF CULVERT 50.48, 14.7 FEET NORTH OF
 MR0496'THE NORTH RAIL, AND ABOUT 2 FEET LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JP0273 ***********************************************************************
 JP0273  DESIGNATION -  P 34
 JP0273  PID         -  JP0273
 JP0273  STATE/COUNTY-  UT/MILLARD
 JP0273  COUNTRY     -  US
 JP0273  USGS QUAD   -  GARRISON (2017)
 JP0273
 JP0273                         *CURRENT SURVEY CONTROL
 JP0273  ______________________________________________________________________
 JP0273* NAD 83(1986) POSITION- 38 52 36.     (N) 114 00 17.     (W)   SCALED
 JP0273* NAVD 88 ORTHO HEIGHT -  1640.954 (meters)     5383.70  (feet) POSTED
 JP0273  ______________________________________________________________________
 JP0273  GEOID HEIGHT    -        -20.673 (meters)                     GEOID18
 JP0273  DYNAMIC HEIGHT  -       1639.29  (meters)     5378.2   (feet) COMP
 JP0273  MODELED GRAVITY -    979,552.8   (mgal)                       NAVD 88
 JP0273
 JP0273  VERT ORDER      -  * POSTED, SEE BELOW
 JP0273
 JP0273.The horizontal coordinates were scaled from a map and have
 JP0273.an estimated accuracy of +/- 6 seconds.
 JP0273
 JP0273.The orthometric height was determined by differential leveling
 JP0273.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JP0273
 JP0273.* This is a POSTED BENCH MARK height.
 JP0273
 JP0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 JP0273.GEOID18 height accuracy estimate available here.
 JP0273
 JP0273.Click photographs - Photos may exist for this station.
 JP0273
 JP0273.The dynamic height is computed by dividing the NAVD 88
 JP0273.geopotential number by the normal gravity value computed on the
 JP0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0273.degrees latitude (g = 980.6199 gals.).
 JP0273
 JP0273.The modeled gravity was interpolated from observed gravity values.
 JP0273
 JP0273;                    North         East    Units  Estimated Accuracy
 JP0273;SPC UT C     - 2,063,370.      282,670.      MT  (+/- 180 meters Scaled)
 JP0273
 JP0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD598073(NAD 83)
 JP0273
 JP0273                          SUPERSEDED SURVEY CONTROL
 JP0273
 JP0273  NGVD 29 (??/??/92) 1639.877  (m)         5380.16   (f) ADJ UNCH    1 2
 JP0273
 JP0273.Superseded values are not recommended for survey control.
 JP0273
 JP0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0273.See file dsdata.pdf to determine how the superseded data were derived.
 JP0273
 JP0273_MARKER: DB = BENCH MARK DISK
 JP0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0273_STAMPING: P 34 1934
 JP0273_MARK LOGO: CGS
 JP0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0273+STABILITY: SURFACE MOTION
 JP0273
 JP0273  HISTORY     - Date     Condition        Report By
 JP0273  HISTORY     - 1934     MONUMENTED       CGS
 JP0273  HISTORY     - 1953     GOOD             CGS
 JP0273  HISTORY     - 1971     GOOD             USGS
 JP0273
 JP0273                          STATION DESCRIPTION
 JP0273
 JP0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JP0273'4.6 MI SE FROM GARRISON.
 JP0273'4.6 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 JP0273'GARRISON, MILLARD COUNTY, 750 FEET SOUTHEAST OF THE SOUTH END OF THE
 JP0273'TOWN RESERVOIR, 310 FEET SOUTH OF A HIGHWAY CURVE AROUND A LARGE ROUND
 JP0273'HILL, AND 54 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 JP0273'DISK, STAMPED P 34 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 JP0273'THE MARK IS 16 FEET WEST (LEFT) OF STATION 3766+66 OF THE PRESENT
 JP0273'HIGHWAY.
 JP0273
 JP0273                          STATION RECOVERY (1971)
 JP0273
 JP0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JP0273'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0318 ***********************************************************************
 JN0318  DESIGNATION -  P 36
 JN0318  PID         -  JN0318
 JN0318  STATE/COUNTY-  UT/SEVIER
 JN0318  COUNTRY     -  US
 JN0318  USGS QUAD   -  GEYSER PEAK (2017)
 JN0318
 JN0318                         *CURRENT SURVEY CONTROL
 JN0318  ______________________________________________________________________
 JN0318* NAD 83(1986) POSITION- 38 36 07.     (N) 111 27 52.     (W)   SCALED
 JN0318* NAVD 88 ORTHO HEIGHT -  2616.049 (meters)     8582.82  (feet) ADJUSTED
 JN0318  ______________________________________________________________________
 JN0318  GEOID HEIGHT    -        -17.579 (meters)                     GEOID18
 JN0318  DYNAMIC HEIGHT  -       2612.844 (meters)     8572.31  (feet) COMP
 JN0318  MODELED GRAVITY -    979,307.6   (mgal)                       NAVD 88
 JN0318
 JN0318  VERT ORDER      -  SECOND    CLASS 0
 JN0318
 JN0318.The horizontal coordinates were scaled from a map and have
 JN0318.an estimated accuracy of +/- 6 seconds.
 JN0318
 JN0318.The orthometric height was determined by differential leveling and
 JN0318.adjusted by the NATIONAL GEODETIC SURVEY
 JN0318.in June 1991.
 JN0318
 JN0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0318.GEOID18 height accuracy estimate available here.
 JN0318
 JN0318.Click photographs - Photos may exist for this station.
 JN0318
 JN0318.The dynamic height is computed by dividing the NAVD 88
 JN0318.geopotential number by the normal gravity value computed on the
 JN0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0318.degrees latitude (g = 980.6199 gals.).
 JN0318
 JN0318.The modeled gravity was interpolated from observed gravity values.
 JN0318
 JN0318;                    North         East    Units  Estimated Accuracy
 JN0318;SPC UT C     - 2,029,820.      503,100.      MT  (+/- 180 meters Scaled)
 JN0318
 JN0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH595727(NAD 83)
 JN0318
 JN0318                          SUPERSEDED SURVEY CONTROL
 JN0318
 JN0318  NGVD 29 (??/??/92) 2614.585  (m)         8578.02   (f) ADJ UNCH    2 0
 JN0318
 JN0318.Superseded values are not recommended for survey control.
 JN0318
 JN0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0318.See file dsdata.pdf to determine how the superseded data were derived.
 JN0318
 JN0318_MARKER: DB = BENCH MARK DISK
 JN0318_SETTING: 80 = SET IN A BOULDER
 JN0318_STAMPING: P 36 1934
 JN0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0318+STABILITY: SURFACE MOTION
 JN0318
 JN0318  HISTORY     - Date     Condition        Report By
 JN0318  HISTORY     - 1934     MONUMENTED       CGS
 JN0318
 JN0318                          STATION DESCRIPTION
 JN0318
 JN0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0318'20.6 MI N FROM LOA.
 JN0318'IN SEVIER COUNTY, ABOUT 20.6 MILES NORTH ALONG STATE HIGHWAY 72 FROM
 JN0318'THE LOA MERCANTILE CO. AT LOA, WAYNE COUNTY ABOUT 112 FEET NORTH OF AN
 JN0318'S-CURVE, 27 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF
 JN0318'A 2- BY 4-FOOT LAVA-ROCK BOULDER, AND ABOUT 2 FEET HIGHER THAN THE
 JN0318'HIGHWAY.   A STANDARD DISK, STAMPED P 36 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0347 ***********************************************************************
 HO0347  DESIGNATION -  P 364
 HO0347  PID         -  HO0347
 HO0347  STATE/COUNTY-  UT/WASHINGTON
 HO0347  COUNTRY     -  US
 HO0347  USGS QUAD   -  HARRISBURG JUNCTION (2017)
 HO0347
 HO0347                         *CURRENT SURVEY CONTROL
 HO0347  ______________________________________________________________________
 HO0347* NAD 83(1986) POSITION- 37 10 02.     (N) 113 24 18.     (W)   SCALED
 HO0347* NAVD 88 ORTHO HEIGHT -   877.760 (meters)     2879.78  (feet) ADJUSTED
 HO0347  ______________________________________________________________________
 HO0347  GEOID HEIGHT    -        -24.038 (meters)                     GEOID18
 HO0347  DYNAMIC HEIGHT  -        876.866 (meters)     2876.85  (feet) COMP
 HO0347  MODELED GRAVITY -    979,583.5   (mgal)                       NAVD 88
 HO0347  OBS GRAVITY     -    979,582.1   (mgal)                       GRAV_OBS
 HO0347
 HO0347  VERT ORDER      -  FIRST     CLASS II
 HO0347
 HO0347.The horizontal coordinates were scaled from a map and have
 HO0347.an estimated accuracy of +/- 6 seconds.
 HO0347
 HO0347.The orthometric height was determined by differential leveling and
 HO0347.adjusted by the NATIONAL GEODETIC SURVEY
 HO0347.in June 1991.
 HO0347
 HO0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0347.GEOID18 height accuracy estimate available here.
 HO0347
 HO0347.Click photographs - Photos may exist for this station.
 HO0347
 HO0347.The dynamic height is computed by dividing the NAVD 88
 HO0347.geopotential number by the normal gravity value computed on the
 HO0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0347.degrees latitude (g = 980.6199 gals.).
 HO0347
 HO0347.The modeled gravity was interpolated from observed gravity values.
 HO0347
 HO0347.The observed gravity was obtained from relative gravimeter ties
 HO0347.to the IGSN71 gravity network.
 HO0347
 HO0347;                    North         East    Units  Estimated Accuracy
 HO0347;SPC UT S     - 3,057,280.      330,820.      MT  (+/- 180 meters Scaled)
 HO0347
 HO0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG864161(NAD 83)
 HO0347
 HO0347                          SUPERSEDED SURVEY CONTROL
 HO0347
 HO0347.No superseded survey control is available for this station.
 HO0347
 HO0347_MARKER: I = METAL ROD
 HO0347_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0347_STAMPING: P 364 1982
 HO0347_MARK LOGO: NGS
 HO0347_PROJECTION: FLUSH
 HO0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0347_ROD/PIPE-DEPTH: 1.8 meters
 HO0347
 HO0347  HISTORY     - Date     Condition        Report By
 HO0347  HISTORY     - 1982     MONUMENTED       NGS
 HO0347
 HO0347                          STATION DESCRIPTION
 HO0347
 HO0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0347'11.0 KM (6.9 MI) WEST FROM HURRICANE.
 HO0347'11.05 KM (6.9 MI) WEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 HO0347'STATE HIGHWAY 59 IN HURRICANE, 1.15 KM (0.7 MI) NORTHWEST OF THE
 HO0347'NORTHWEST END OF THE BRIDGE OVER THE VIRGIN RIVER, 0.4 KM (0.25 MI)
 HO0347'WEST OF MILEPOST 3, 12.3 METERS (40.5 FT) NORTHEAST OF A FENCE CORNER
 HO0347'POST FOR AN OFFSET IN THE RIGHT OF WAY FENCE, 18.0 METERS (59 FT)
 HO0347'NORTHWEST OF THE HIGHWAY CENTERLINE, 0.3 METER (1 FT) SOUTHEAST OF THE
 HO0347'RIGHT OF WAY FENCE.
 HO0347'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 HO0347'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0372 ***********************************************************************
 HO0372  DESIGNATION -  P 365
 HO0372  PID         -  HO0372
 HO0372  STATE/COUNTY-  UT/WASHINGTON
 HO0372  COUNTRY     -  US
 HO0372  USGS QUAD   -  SHIVWITS (2017)
 HO0372
 HO0372                         *CURRENT SURVEY CONTROL
 HO0372  ______________________________________________________________________
 HO0372* NAD 83(1986) POSITION- 37 08 48.63   (N) 113 48 29.82   (W)   HD_HELD1
 HO0372* NAVD 88 ORTHO HEIGHT -  1222.703 (meters)     4011.48  (feet) ADJUSTED
 HO0372  ______________________________________________________________________
 HO0372  GEOID HEIGHT    -        -24.493 (meters)                     GEOID18
 HO0372  DYNAMIC HEIGHT  -       1221.397 (meters)     4007.20  (feet) COMP
 HO0372  MODELED GRAVITY -    979,521.1   (mgal)                       NAVD 88
 HO0372
 HO0372  VERT ORDER      -  FIRST     CLASS II
 HO0372
 HO0372.The horizontal coordinates were determined by differentially corrected
 HO0372.hand held GPS observations or other comparable positioning techniques
 HO0372.and have an estimated accuracy of +/- 3 meters.
 HO0372
 HO0372.The orthometric height was determined by differential leveling and
 HO0372.adjusted by the NATIONAL GEODETIC SURVEY
 HO0372.in June 1991.
 HO0372
 HO0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0372.GEOID18 height accuracy estimate available here.
 HO0372
 HO0372.Click photographs - Photos may exist for this station.
 HO0372
 HO0372.The dynamic height is computed by dividing the NAVD 88
 HO0372.geopotential number by the normal gravity value computed on the
 HO0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0372.degrees latitude (g = 980.6199 gals.).
 HO0372
 HO0372.The modeled gravity was interpolated from observed gravity values.
 HO0372
 HO0372;                    North         East    Units  Estimated Accuracy
 HO0372;SPC UT S     - 3,055,822.4     294,949.8     MT  (+/- 3 meters HH1 GPS) 
 HO0372
 HO0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG5058414854(NAD 83)
 HO0372
 HO0372                          SUPERSEDED SURVEY CONTROL
 HO0372
 HO0372.No superseded survey control is available for this station.
 HO0372
 HO0372_MARKER: I = METAL ROD
 HO0372_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0372_STAMPING: P 365 1982
 HO0372_MARK LOGO: NGS
 HO0372_PROJECTION: FLUSH
 HO0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0372_ROD/PIPE-DEPTH: 1.2 meters
 HO0372
 HO0372  HISTORY     - Date     Condition        Report By
 HO0372  HISTORY     - 1982     MONUMENTED       NGS
 HO0372
 HO0372                          STATION DESCRIPTION
 HO0372
 HO0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0372'18.4 KM (11.5 MI) WEST FROM SANTA CLARA.
 HO0372'18.4 KM (11.5 MI) WEST ALONG OLD US HIGHWAY 91 FROM THE CHURCH OF
 HO0372'LATTER DAY SAINTS IN SANTA CLARA, AT THE WEST END OF A HIGHWAY
 HO0372'STRAIGHT OF WAY, 5.85 KM (3.65 MI) NORTH OF UTAH HILL SUMMIT, 2.95 KM
 HO0372'(1.85 MI) SOUTHWEST OF THE T JUNCTION OF A ROAD LEADING SOUTHEAST TO
 HO0372'WHITMORE CANYON, 21.0 METERS (69 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 HO0372'0.3 METER (1 FT) NORTH OF THE RIGHT OF WAY FENCE.
 HO0372'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 HO0372'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0411 ***********************************************************************
 HO0411  DESIGNATION -  P 366
 HO0411  PID         -  HO0411
 HO0411  STATE/COUNTY-  UT/WASHINGTON
 HO0411  COUNTRY     -  US
 HO0411  USGS QUAD   -  SPRINGDALE WEST (2017)
 HO0411
 HO0411                         *CURRENT SURVEY CONTROL
 HO0411  ______________________________________________________________________
 HO0411* NAD 83(1986) POSITION- 37 10 15.     (N) 113 04 18.     (W)   SCALED
 HO0411* NAVD 88 ORTHO HEIGHT -  1137.341 (meters)     3731.43  (feet) ADJUSTED
 HO0411  ______________________________________________________________________
 HO0411  GEOID HEIGHT    -        -22.848 (meters)                     GEOID18
 HO0411  DYNAMIC HEIGHT  -       1136.119 (meters)     3727.42  (feet) COMP
 HO0411  MODELED GRAVITY -    979,517.7   (mgal)                       NAVD 88
 HO0411
 HO0411  VERT ORDER      -  FIRST     CLASS II
 HO0411
 HO0411.The horizontal coordinates were scaled from a map and have
 HO0411.an estimated accuracy of +/- 6 seconds.
 HO0411
 HO0411.The orthometric height was determined by differential leveling and
 HO0411.adjusted by the NATIONAL GEODETIC SURVEY
 HO0411.in June 1991.
 HO0411
 HO0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0411.GEOID18 height accuracy estimate available here.
 HO0411
 HO0411.Click photographs - Photos may exist for this station.
 HO0411
 HO0411.The dynamic height is computed by dividing the NAVD 88
 HO0411.geopotential number by the normal gravity value computed on the
 HO0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0411.degrees latitude (g = 980.6199 gals.).
 HO0411
 HO0411.The modeled gravity was interpolated from observed gravity values.
 HO0411
 HO0411;                    North         East    Units  Estimated Accuracy
 HO0411;SPC UT S     - 3,057,130.      360,420.      MT  (+/- 180 meters Scaled)
 HO0411
 HO0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG160158(NAD 83)
 HO0411
 HO0411                          SUPERSEDED SURVEY CONTROL
 HO0411
 HO0411.No superseded survey control is available for this station.
 HO0411
 HO0411_MARKER: DV = VERTICAL CONTROL DISK
 HO0411_SETTING: 80 = SET IN A BOULDER
 HO0411_STAMPING: P 366 1982
 HO0411_MARK LOGO: NGS
 HO0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0411+STABILITY: SURFACE MOTION
 HO0411
 HO0411  HISTORY     - Date     Condition        Report By
 HO0411  HISTORY     - 1982     MONUMENTED       NGS
 HO0411
 HO0411                          STATION DESCRIPTION
 HO0411
 HO0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0411'3.1 KM (1.9 MI) WEST FROM ROCKVILLE.
 HO0411'3.1 KM (1.95 MI) WEST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF LATTER
 HO0411'DAY SAINTS IN ROCKVILLE, VERTICALLY IN THE NORTH FACE OF A 12- BY
 HO0411'15-FOOT SANDSTONE BOULDER PROJECTING 12 FEET ABOVE THE SURFACE OF THE
 HO0411'GROUND, 0.65 KM (0.4 MI) NORTHWEST OF MILEPOST 26, 6.7 METERS (22 FT)
 HO0411'SOUTH OF THE HIGHWAY CENTERLINE, 2.3 METERS (7.5 FT) NORTH OF THE
 HO0411'RIGHT OF WAY FENCE, 1.5 METERS (5 FT) ABOVE THE SURFACE OF THE GROUND.
 HO0411'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0435 ***********************************************************************
 HO0435  DESIGNATION -  P 367
 HO0435  PID         -  HO0435
 HO0435  STATE/COUNTY-  UT/KANE
 HO0435  COUNTRY     -  US
 HO0435  USGS QUAD   -  MOUNT CARMEL (2017)
 HO0435
 HO0435                         *CURRENT SURVEY CONTROL
 HO0435  ______________________________________________________________________
 HO0435* NAD 83(1986) POSITION- 37 13 13.     (N) 112 42 17.     (W)   SCALED
 HO0435* NAVD 88 ORTHO HEIGHT -  1686.292 (meters)     5532.44  (feet) ADJUSTED
 HO0435  ______________________________________________________________________
 HO0435  GEOID HEIGHT    -        -21.866 (meters)                     GEOID18
 HO0435  DYNAMIC HEIGHT  -       1684.321 (meters)     5525.98  (feet) COMP
 HO0435  MODELED GRAVITY -    979,402.6   (mgal)                       NAVD 88
 HO0435
 HO0435  VERT ORDER      -  FIRST     CLASS II
 HO0435
 HO0435.The horizontal coordinates were scaled from a map and have
 HO0435.an estimated accuracy of +/- 6 seconds.
 HO0435
 HO0435.The orthometric height was determined by differential leveling and
 HO0435.adjusted by the NATIONAL GEODETIC SURVEY
 HO0435.in June 1991.
 HO0435
 HO0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0435.GEOID18 height accuracy estimate available here.
 HO0435
 HO0435.Click photographs - Photos may exist for this station.
 HO0435
 HO0435.The dynamic height is computed by dividing the NAVD 88
 HO0435.geopotential number by the normal gravity value computed on the
 HO0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0435.degrees latitude (g = 980.6199 gals.).
 HO0435
 HO0435.The modeled gravity was interpolated from observed gravity values.
 HO0435
 HO0435;                    North         East    Units  Estimated Accuracy
 HO0435;SPC UT S     - 3,062,130.      393,080.      MT  (+/- 180 meters Scaled)
 HO0435
 HO0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG487206(NAD 83)
 HO0435
 HO0435                          SUPERSEDED SURVEY CONTROL
 HO0435
 HO0435.No superseded survey control is available for this station.
 HO0435
 HO0435_MARKER: DV = VERTICAL CONTROL DISK
 HO0435_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0435_SP_SET: CULVERT ON BEDROCK
 HO0435_STAMPING: P 367 1983
 HO0435_MARK LOGO: NGS
 HO0435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0435+STABILITY: POSITION/ELEVATION WELL
 HO0435
 HO0435  HISTORY     - Date     Condition        Report By
 HO0435  HISTORY     - 1983     MONUMENTED       NGS
 HO0435
 HO0435                          STATION DESCRIPTION
 HO0435
 HO0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0435'37.9 KM (23.8 MI) EAST FROM SPRINGDALE.
 HO0435'37.9 KM (23.8 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF LATTER
 HO0435'DAY SAINTS IN SPRINGDALE, IN TOP OF THE EAST END OF THE NORTH HEADWALL
 HO0435'FOR A 48-INCH CORRUGATED METAL PIPE CULVERT, 2.7 KM (1.7 MI) NORTHWEST
 HO0435'OF MT. CARMEL JUNCTION, 9.3 METERS (30.5 FT) NORTH OF THE HIGHWAY
 HO0435'CENTERLINE, 18.3 METERS (60 FT) NORTH ACROSS THE HIGHWAY FROM MILEPOST
 HO0435'55.
 HO0435'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0675 ***********************************************************************
 HN0675  DESIGNATION -  P 368
 HN0675  PID         -  HN0675
 HN0675  STATE/COUNTY-  UT/KANE
 HN0675  COUNTRY     -  US
 HN0675  USGS QUAD   -  LONE ROCK (2017)
 HN0675
 HN0675                         *CURRENT SURVEY CONTROL
 HN0675  ______________________________________________________________________
 HN0675* NAD 83(1986) POSITION- 37 02 23.7    (N) 111 37 07.1    (W)   HD_HELD2
 HN0675* NAVD 88 ORTHO HEIGHT -  1197.457 (meters)     3928.66  (feet) ADJUSTED
 HN0675  ______________________________________________________________________
 HN0675  GEOID HEIGHT    -        -23.334 (meters)                     GEOID18
 HN0675  DYNAMIC HEIGHT  -       1196.110 (meters)     3924.24  (feet) COMP
 HN0675  MODELED GRAVITY -    979,465.4   (mgal)                       NAVD 88
 HN0675
 HN0675  VERT ORDER      -  FIRST     CLASS II
 HN0675
 HN0675.The horizontal coordinates were established by autonomous hand held GPS
 HN0675.observations and have an estimated accuracy of +/- 10 meters.
 HN0675
 HN0675.The orthometric height was determined by differential leveling and
 HN0675.adjusted by the NATIONAL GEODETIC SURVEY
 HN0675.in June 1991.
 HN0675
 HN0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0675.GEOID18 height accuracy estimate available here.
 HN0675
 HN0675.Click photographs - Photos may exist for this station.
 HN0675
 HN0675.The dynamic height is computed by dividing the NAVD 88
 HN0675.geopotential number by the normal gravity value computed on the
 HN0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0675.degrees latitude (g = 980.6199 gals.).
 HN0675
 HN0675.The modeled gravity was interpolated from observed gravity values.
 HN0675
 HN0675;                    North         East    Units  Estimated Accuracy
 HN0675;SPC UT S     - 3,041,432.      489,445.      MT  (+/- 10 meters HH2 GPS)
 HN0675
 HN0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF4498499479(NAD 83)
 HN0675
 HN0675                          SUPERSEDED SURVEY CONTROL
 HN0675
 HN0675.No superseded survey control is available for this station.
 HN0675
 HN0675_MARKER: DV = VERTICAL CONTROL DISK
 HN0675_SETTING: 66 = SET IN ROCK OUTCROP
 HN0675_STAMPING: P 368 1983
 HN0675_MARK LOGO: NGS
 HN0675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0675+STABILITY: POSITION/ELEVATION WELL
 HN0675
 HN0675  HISTORY     - Date     Condition        Report By
 HN0675  HISTORY     - 1983     MONUMENTED       NGS
 HN0675
 HN0675                          STATION DESCRIPTION
 HN0675
 HN0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HN0675'18.1 KM (11.3 MI) WEST FROM PAGE AZ.
 HN0675'18.15 KM (11.35 MI) WEST ALONG US HIGHWAY 89 FROM THE SOUTHWEST END OF
 HN0675'THE GLEN CANYON BRIDGE IN PAGE AZ, IN TOP OF A PORTION OF GRAY
 HN0675'SANDSTONE BEDROCK AT THE EAST BASE OF A SANDSTONE BUTTE, 0.45 KM
 HN0675'(0.3 MI) SOUTHEAST OF MILEPOST 4, 0.13 KM (0.08 MI) NORTHWEST OF THE
 HN0675'EAST END OF THE BRIDGE OVER BLUE POOL WASH, 25.9 METERS (85 FT)
 HN0675'SOUTHWEST OF THE HIGHWAY CENTERLINE, 63.2 METERS (207.5 FT) NORTHWEST
 HN0675'OF THE NORTHWEST END OF A STEEL GUARDRAIL, 17.7 METERS (58 FT)
 HN0675'SOUTHWEST OF THE SOUTHEAST END OF A HIGHWAY OUTCROP CUT, 16.1 METERS
 HN0675'(53 FT) NORTHWEST OF A UTILITY POLE 1045 WITH ONE GUY WIRE ATTACHED.
 HN0675'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 HN0675'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0410 ***********************************************************************
 JO0410  DESIGNATION -  P 369
 JO0410  PID         -  JO0410
 JO0410  STATE/COUNTY-  UT/IRON
 JO0410  COUNTRY     -  US
 JO0410  USGS QUAD   -  DRY WILLOW PEAK (2017)
 JO0410
 JO0410                         *CURRENT SURVEY CONTROL
 JO0410  ______________________________________________________________________
 JO0410* NAD 83(1986) POSITION- 38 01 24.     (N) 112 59 52.     (W)   SCALED
 JO0410* NAVD 88 ORTHO HEIGHT -  1906.967 (meters)     6256.44  (feet) ADJUSTED
 JO0410  ______________________________________________________________________
 JO0410  GEOID HEIGHT    -        -21.243 (meters)                     GEOID18
 JO0410  DYNAMIC HEIGHT  -       1904.782 (meters)     6249.27  (feet) COMP
 JO0410  MODELED GRAVITY -    979,415.7   (mgal)                       NAVD 88
 JO0410
 JO0410  VERT ORDER      -  FIRST     CLASS II
 JO0410
 JO0410.The horizontal coordinates were scaled from a map and have
 JO0410.an estimated accuracy of +/- 6 seconds.
 JO0410
 JO0410.The orthometric height was determined by differential leveling and
 JO0410.adjusted by the NATIONAL GEODETIC SURVEY
 JO0410.in June 1991.
 JO0410
 JO0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0410.GEOID18 height accuracy estimate available here.
 JO0410
 JO0410.Click photographs - Photos may exist for this station.
 JO0410
 JO0410.The dynamic height is computed by dividing the NAVD 88
 JO0410.geopotential number by the normal gravity value computed on the
 JO0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0410.degrees latitude (g = 980.6199 gals.).
 JO0410
 JO0410.The modeled gravity was interpolated from observed gravity values.
 JO0410
 JO0410;                    North         East    Units  Estimated Accuracy
 JO0410;SPC UT S     - 3,151,620.      368,500.      MT  (+/- 180 meters Scaled)
 JO0410
 JO0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH246102(NAD 83)
 JO0410
 JO0410                          SUPERSEDED SURVEY CONTROL
 JO0410
 JO0410.No superseded survey control is available for this station.
 JO0410
 JO0410_MARKER: F = FLANGE-ENCASED ROD
 JO0410_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JO0410+WITH SETTING: INFORMATION.
 JO0410_STAMPING: P 369 1984
 JO0410_MARK LOGO: NGS
 JO0410_PROJECTION: FLUSH
 JO0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0410_ROD/PIPE-DEPTH: 2.1 meters
 JO0410
 JO0410  HISTORY     - Date     Condition        Report By
 JO0410  HISTORY     - 1984     MONUMENTED       NGS
 JO0410
 JO0410                          STATION DESCRIPTION
 JO0410
 JO0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0410'24.1 KM (15.0 MI) SOUTH FROM MINERSVILLE.
 JO0410'24.15 KM (15.06 MI) SOUTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 JO0410'AT MINERSVILLE, IN THE NORTHEAST CORNER OF THE INTERSECTION OF A TRACK
 JO0410'ROAD, 27.4 METERS (90 FT) EAST OF THE HIGHWAY CENTERLINE AND
 JO0410'17.4 METERS (57 FT) NORTH OF THE CENTER OF THE ROAD.
 JO0410'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 JO0410'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0035 ***********************************************************************
 JO0035  DESIGNATION -  P 37
 JO0035  PID         -  JO0035
 JO0035  STATE/COUNTY-  UT/SEVIER
 JO0035  COUNTRY     -  US
 JO0035  USGS QUAD   -  MARYSVALE CANYON (2017)
 JO0035
 JO0035                         *CURRENT SURVEY CONTROL
 JO0035  ______________________________________________________________________
 JO0035* NAD 83(1986) POSITION- 38 34 02.     (N) 112 15 17.     (W)   SCALED
 JO0035* NAVD 88 ORTHO HEIGHT -  1705.808 (meters)     5596.47  (feet) ADJUSTED
 JO0035  ______________________________________________________________________
 JO0035  GEOID HEIGHT    -        -19.104 (meters)                     GEOID18
 JO0035  DYNAMIC HEIGHT  -       1703.922 (meters)     5590.28  (feet) COMP
 JO0035  MODELED GRAVITY -    979,463.3   (mgal)                       NAVD 88
 JO0035
 JO0035  VERT ORDER      -  SECOND    CLASS 0
 JO0035
 JO0035.The horizontal coordinates were scaled from a map and have
 JO0035.an estimated accuracy of +/- 6 seconds.
 JO0035
 JO0035.The orthometric height was determined by differential leveling and
 JO0035.adjusted by the NATIONAL GEODETIC SURVEY
 JO0035.in June 1991.
 JO0035
 JO0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0035.GEOID18 height accuracy estimate available here.
 JO0035
 JO0035.Click photographs - Photos may exist for this station.
 JO0035
 JO0035.The dynamic height is computed by dividing the NAVD 88
 JO0035.geopotential number by the normal gravity value computed on the
 JO0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0035.degrees latitude (g = 980.6199 gals.).
 JO0035
 JO0035.The modeled gravity was interpolated from observed gravity values.
 JO0035
 JO0035;                    North         East    Units  Estimated Accuracy
 JO0035;SPC UT C     - 2,026,250.      434,220.      MT  (+/- 180 meters Scaled)
 JO0035
 JO0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH906694(NAD 83)
 JO0035
 JO0035                          SUPERSEDED SURVEY CONTROL
 JO0035
 JO0035  NGVD 29 (??/??/92) 1704.566  (m)         5592.40   (f) ADJ UNCH    2 0
 JO0035
 JO0035.Superseded values are not recommended for survey control.
 JO0035
 JO0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0035.See file dsdata.pdf to determine how the superseded data were derived.
 JO0035
 JO0035_MARKER: DB = BENCH MARK DISK
 JO0035_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0035_SP_SET: RETAINING WALL
 JO0035_STAMPING: P 37 1934
 JO0035_MARK LOGO: CGS
 JO0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0035+STABILITY: SURFACE MOTION
 JO0035
 JO0035  HISTORY     - Date     Condition        Report By
 JO0035  HISTORY     - 1934     MONUMENTED       CGS
 JO0035  HISTORY     - 1975     MARK NOT FOUND   USGS
 JO0035
 JO0035                          STATION DESCRIPTION
 JO0035
 JO0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0035'1.4 MI S FROM SEVIER.
 JO0035'1.4 MILES SOUTH OF R.R. DEPOT AT SEVIER 363 FEET NORTH OF MILE POST
 JO0035'122.  78 FEET WEST OF DENVER AND RIO GRANDE WESTERN RAILWAY BRIDGE NO.
 JO0035'121B.  PLACED IN TOP OF THE SOUTH END OF CONCRETE RETAINING WALL. 15
 JO0035'FEET WEST OF CENTERLINE OF U.S. HIGHWAY 89.  68 FEET WEST OF
 JO0035'CENTERLINE OF TRACK.
 JO0035
 JO0035                          STATION RECOVERY (1975)
 JO0035
 JO0035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0035'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0036 ***********************************************************************
 JO0036  DESIGNATION -  P 37 RESET
 JO0036  PID         -  JO0036
 JO0036  STATE/COUNTY-  UT/SEVIER
 JO0036  COUNTRY     -  US
 JO0036  USGS QUAD   -  MARYSVALE CANYON (2017)
 JO0036
 JO0036                         *CURRENT SURVEY CONTROL
 JO0036  ______________________________________________________________________
 JO0036* NAD 83(1986) POSITION- 38 34 02.     (N) 112 15 18.     (W)   SCALED
 JO0036* NAVD 88 ORTHO HEIGHT -  1705.92  (+/-2cm)     5596.8   (feet) VERTCON3
 JO0036  ______________________________________________________________________
 JO0036  GEOID HEIGHT    -        -19.104 (meters)                     GEOID18
 JO0036  VERT ORDER      -  THIRD (See Below)
 JO0036
 JO0036.The horizontal coordinates were scaled from a map and have
 JO0036.an estimated accuracy of +/- 6 seconds.
 JO0036
 JO0036.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0036
 JO0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0036.GEOID18 height accuracy estimate available here.
 JO0036
 JO0036.The vertical order pertains to the NGVD 29 superseded value.
 JO0036
 JO0036.Click photographs - Photos may exist for this station.
 JO0036
 JO0036;                    North         East    Units  Estimated Accuracy
 JO0036;SPC UT C     - 2,026,250.      434,190.      MT  (+/- 180 meters Scaled)
 JO0036
 JO0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH906694(NAD 83)
 JO0036
 JO0036                          SUPERSEDED SURVEY CONTROL
 JO0036
 JO0036  NGVD 29 (07/25/12) 1704.68   (m)         5592.8    (f) RESET       3  
 JO0036
 JO0036.Superseded values are not recommended for survey control.
 JO0036
 JO0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0036.See file dsdata.pdf to determine how the superseded data were derived.
 JO0036
 JO0036_MARKER: DB = BENCH MARK DISK
 JO0036_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JO0036_SP_SET: SLAB
 JO0036_STAMPING: P 37 RESET 1966
 JO0036_MARK LOGO: CGS
 JO0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0036
 JO0036  HISTORY     - Date     Condition        Report By
 JO0036  HISTORY     - 1966     MONUMENTED       CGS
 JO0036
 JO0036                          STATION DESCRIPTION
 JO0036
 JO0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JO0036'1.4 MI S FROM SEVIER.
 JO0036'ABOUT 1.4 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JO0036'FROM THE STATION AT SEVIER, ABOUT 343 FEET NORTH OF MILE POST 122, 98
 JO0036'FEET WEST OF BRIDGE 121 B, 122 FEET WEST OF CENTERLINE OF TRACKS, SET
 JO0036'IN CONCRETE SLAB 10 IN. X 10 IN. AND 64 FEET WEST OF THE NEW
 JO0036'CENTERLINE OF U.S. HIGHWAY 89, OPPOSITE ENGINEER STATION 528+40 LEFT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0567 ***********************************************************************
 MR0567  DESIGNATION -  P 370
 MR0567  PID         -  MR0567
 MR0567  STATE/COUNTY-  UT/MORGAN
 MR0567  COUNTRY     -  US
 MR0567  USGS QUAD   -  DEVILS SLIDE (2017)
 MR0567
 MR0567                         *CURRENT SURVEY CONTROL
 MR0567  ______________________________________________________________________
 MR0567* NAD 83(1986) POSITION- 41 03 49.     (N) 111 32 46.     (W)   SCALED
 MR0567* NAVD 88 ORTHO HEIGHT -  1595.491 (meters)     5234.54  (feet) ADJUSTED
 MR0567  ______________________________________________________________________
 MR0567  GEOID HEIGHT    -        -16.020 (meters)                     GEOID18
 MR0567  DYNAMIC HEIGHT  -       1594.129 (meters)     5230.07  (feet) COMP
 MR0567  MODELED GRAVITY -    979,714.8   (mgal)                       NAVD 88
 MR0567
 MR0567  VERT ORDER      -  FIRST     CLASS II
 MR0567
 MR0567.The horizontal coordinates were scaled from a map and have
 MR0567.an estimated accuracy of +/- 6 seconds.
 MR0567
 MR0567.The orthometric height was determined by differential leveling and
 MR0567.adjusted by the NATIONAL GEODETIC SURVEY
 MR0567.in June 1991.
 MR0567
 MR0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0567.GEOID18 height accuracy estimate available here.
 MR0567
 MR0567.Click photographs - Photos may exist for this station.
 MR0567
 MR0567.The dynamic height is computed by dividing the NAVD 88
 MR0567.geopotential number by the normal gravity value computed on the
 MR0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0567.degrees latitude (g = 980.6199 gals.).
 MR0567
 MR0567.The modeled gravity was interpolated from observed gravity values.
 MR0567
 MR0567;                    North         East    Units  Estimated Accuracy
 MR0567;SPC UT N     - 1,081,100.      496,120.      MT  (+/- 180 meters Scaled)
 MR0567
 MR0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL541459(NAD 83)
 MR0567
 MR0567                          SUPERSEDED SURVEY CONTROL
 MR0567
 MR0567  NGVD 29 (06/08/92) 1594.344  (m)         5230.78   (f) ADJUSTED    1 2
 MR0567
 MR0567.Superseded values are not recommended for survey control.
 MR0567
 MR0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0567.See file dsdata.pdf to determine how the superseded data were derived.
 MR0567
 MR0567_MARKER: DB = BENCH MARK DISK
 MR0567_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MR0567_SP_SET: ABUTMENT
 MR0567_STAMPING: P 370 1983
 MR0567_MARK LOGO: NGS
 MR0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0567
 MR0567  HISTORY     - Date     Condition        Report By
 MR0567  HISTORY     - 1983     MONUMENTED       NGS
 MR0567
 MR0567                          STATION DESCRIPTION
 MR0567
 MR0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0567'0.4 KM (0.25 MI) NW FROM DEVILS SLIDE.
 MR0567'0.4 KM (0.25 MI) NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0567'STATION IN DEVILS SLIDE, IN TOP OF AND 0.4 METER (1.3 FT) SOUTHWEST OF
 MR0567'THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE RAILROAD
 MR0567'BRIDGE OVER WEBER RIVER, 0.2 KM (0.1 MI) NORTHWEST OF MILEPOST 960,
 MR0567'AND 1.7 METERS (5.6 FT) NORTHEAST OF THE NEAR RAIL.
 MR0567'THE MARK IS 2.5 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0530 ***********************************************************************
 MR0530  DESIGNATION -  P 371
 MR0530  PID         -  MR0530
 MR0530  STATE/COUNTY-  UT/WEBER
 MR0530  COUNTRY     -  US
 MR0530  USGS QUAD   -  OGDEN (2017)
 MR0530
 MR0530                         *CURRENT SURVEY CONTROL
 MR0530  ______________________________________________________________________
 MR0530* NAD 83(1986) POSITION- 41 09 06.     (N) 111 57 58.     (W)   SCALED
 MR0530* NAVD 88 ORTHO HEIGHT -  1352.760 (meters)     4438.18  (feet) ADJUSTED
 MR0530  ______________________________________________________________________
 MR0530  GEOID HEIGHT    -        -16.708 (meters)                     GEOID18
 MR0530  DYNAMIC HEIGHT  -       1351.702 (meters)     4434.71  (feet) COMP
 MR0530  MODELED GRAVITY -    979,795.6   (mgal)                       NAVD 88
 MR0530
 MR0530  VERT ORDER      -  FIRST     CLASS II
 MR0530
 MR0530.The horizontal coordinates were scaled from a map and have
 MR0530.an estimated accuracy of +/- 6 seconds.
 MR0530
 MR0530.The orthometric height was determined by differential leveling and
 MR0530.adjusted by the NATIONAL GEODETIC SURVEY
 MR0530.in June 1991.
 MR0530
 MR0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0530.GEOID18 height accuracy estimate available here.
 MR0530
 MR0530.Click photographs - Photos may exist for this station.
 MR0530
 MR0530.The dynamic height is computed by dividing the NAVD 88
 MR0530.geopotential number by the normal gravity value computed on the
 MR0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0530.degrees latitude (g = 980.6199 gals.).
 MR0530
 MR0530.The modeled gravity was interpolated from observed gravity values.
 MR0530
 MR0530;                    North         East    Units  Estimated Accuracy
 MR0530;SPC UT N     - 1,090,980.      460,880.      MT  (+/- 180 meters Scaled)
 MR0530
 MR0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL189560(NAD 83)
 MR0530
 MR0530                          SUPERSEDED SURVEY CONTROL
 MR0530
 MR0530  NGVD 29 (06/08/92) 1351.731  (m)         4434.80   (f) ADJUSTED    1 2
 MR0530
 MR0530.Superseded values are not recommended for survey control.
 MR0530
 MR0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0530.See file dsdata.pdf to determine how the superseded data were derived.
 MR0530
 MR0530_MARKER: I = METAL ROD
 MR0530_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0530_STAMPING: P 371 1983
 MR0530_MARK LOGO: NGS
 MR0530_PROJECTION: FLUSH
 MR0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0530+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005
 MR0530_ROD/PIPE-DEPTH: 12.2 meters
 MR0530
 MR0530  HISTORY     - Date     Condition        Report By
 MR0530  HISTORY     - 1983     MONUMENTED       NGS
 MR0530  HISTORY     - 20050708 GOOD             GEOCAC
 MR0530
 MR0530                          STATION DESCRIPTION
 MR0530
 MR0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0530'9.3 KM (5.8 MI) SOUTH FROM OGDEN.
 MR0530'9.3 KM (5.8 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0530'STATION IN OGDEN, 0.3 KM (0.2 MI) EAST OF MILEPOST 987, 5.4 METERS
 MR0530'(17.7 FT) EAST OF THE SOUTHEAST CORNER OF A 6 BY 10 FT METAL BUILDING,
 MR0530'4.6 METERS (15.1 FT) NORTH OF THE NEAR RAIL, AND 1.7 METERS (5.6 FT)
 MR0530'SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 MR0530'THROUGH A 5-INCH LOGO CAP.
 MR0530
 MR0530                          STATION RECOVERY (2005)
 MR0530
 MR0530'RECOVERY NOTE BY GEOCACHING 2005
 MR0530'GIVEN COORDINATES WERE OFF BY ABOUT 420 FEET. BETTER ONES=
 MR0530'N 41D 09.116'
 MR0530'W 111D 58.032'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0354 ***********************************************************************
 HM0354  DESIGNATION -  P 372
 HM0354  PID         -  HM0354
 HM0354  STATE/COUNTY-  UT/SAN JUAN
 HM0354  COUNTRY     -  US
 HM0354  USGS QUAD   -  BLUFF (2017)
 HM0354
 HM0354                         *CURRENT SURVEY CONTROL
 HM0354  ______________________________________________________________________
 HM0354* NAD 83(1986) POSITION- 37 18 37.3    (N) 109 31 39.1    (W)   HD_HELD2
 HM0354* NAVD 88 ORTHO HEIGHT -  1426.797 (meters)     4681.08  (feet) ADJUSTED
 HM0354  ______________________________________________________________________
 HM0354  GEOID HEIGHT    -        -20.873 (meters)                     GEOID18
 HM0354  DYNAMIC HEIGHT  -       1425.198 (meters)     4675.84  (feet) COMP
 HM0354  MODELED GRAVITY -    979,460.6   (mgal)                       NAVD 88
 HM0354
 HM0354  VERT ORDER      -  FIRST     CLASS II
 HM0354
 HM0354.The horizontal coordinates were established by autonomous hand held GPS
 HM0354.observations and have an estimated accuracy of +/- 10 meters.
 HM0354
 HM0354.The orthometric height was determined by differential leveling and
 HM0354.adjusted by the NATIONAL GEODETIC SURVEY
 HM0354.in June 1991.
 HM0354
 HM0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0354.GEOID18 height accuracy estimate available here.
 HM0354
 HM0354.Click photographs - Photos may exist for this station.
 HM0354
 HM0354.The dynamic height is computed by dividing the NAVD 88
 HM0354.geopotential number by the normal gravity value computed on the
 HM0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0354.degrees latitude (g = 980.6199 gals.).
 HM0354
 HM0354.The modeled gravity was interpolated from observed gravity values.
 HM0354
 HM0354;                    North         East    Units  Estimated Accuracy
 HM0354;SPC UT S     - 3,073,283.      674,841.      MT  (+/- 10 meters HH2 GPS)
 HM0354
 HM0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3048430319(NAD 83)
 HM0354
 HM0354                          SUPERSEDED SURVEY CONTROL
 HM0354
 HM0354.No superseded survey control is available for this station.
 HM0354
 HM0354_MARKER: F = FLANGE-ENCASED ROD
 HM0354_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HM0354+WITH SETTING: INFORMATION.
 HM0354_STAMPING: P 372 1983
 HM0354_MARK LOGO: NGS
 HM0354_PROJECTION: FLUSH
 HM0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0354_ROD/PIPE-DEPTH: 2.7 meters
 HM0354
 HM0354  HISTORY     - Date     Condition        Report By
 HM0354  HISTORY     - 1983     MONUMENTED       NGS
 HM0354  HISTORY     - 20220926 GOOD             PROFLN
 HM0354
 HM0354                          STATION DESCRIPTION
 HM0354
 HM0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0354'4.5 KM (2.8 MI) NE FROM BLUFF.
 HM0354'4.5 KM (2.8 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0354'OFFICE IN BLUFF, 1.1 KM (0.7 MI) NORTH OF A PAVED ROAD LEADING EAST,
 HM0354'67.4 METERS (221.1 FT) NORTHWEST OF MILEPOST 28, 38.4 METERS
 HM0354'(126.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 35.0 METERS
 HM0354'(114.8 FT) SOUTHWEST OF A UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT
 HM0354'9.0 FEET.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HM0354'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 HM0354'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 HM0354
 HM0354                          STATION RECOVERY (2022)
 HM0354
 HM0354'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2022 (JRO)
 HM0354'THE MARK IS NOW 270 FT (82.3 M) SOUTH-SOUTHWEST OF A POINT OPPOSITE
 HM0354'MILEPOST 28 AND 10 FT (3.0 M) WEST-NORTHWEST OF THE FENCE AND A
 HM0354'WITNESS POST - OUTSIDE THE FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0378 ***********************************************************************
 HM0378  DESIGNATION -  P 373
 HM0378  PID         -  HM0378
 HM0378  STATE/COUNTY-  UT/SAN JUAN
 HM0378  COUNTRY     -  US
 HM0378  USGS QUAD   -  MEXICAN HAT (2017)
 HM0378
 HM0378                         *CURRENT SURVEY CONTROL
 HM0378  ______________________________________________________________________
 HM0378* NAD 83(1986) POSITION- 37 10 08.8    (N) 109 51 38.2    (W)   HD_HELD2
 HM0378* NAVD 88 ORTHO HEIGHT -  1313.905 (meters)     4310.70  (feet) ADJUSTED
 HM0378  ______________________________________________________________________
 HM0378  GEOID HEIGHT    -        -20.946 (meters)                     GEOID18
 HM0378  DYNAMIC HEIGHT  -       1312.455 (meters)     4305.95  (feet) COMP
 HM0378  MODELED GRAVITY -    979,481.9   (mgal)                       NAVD 88
 HM0378
 HM0378  VERT ORDER      -  FIRST     CLASS II
 HM0378
 HM0378.The horizontal coordinates were established by autonomous hand held GPS
 HM0378.observations and have an estimated accuracy of +/- 10 meters.
 HM0378
 HM0378.The orthometric height was determined by differential leveling and
 HM0378.adjusted by the NATIONAL GEODETIC SURVEY
 HM0378.in June 1991.
 HM0378
 HM0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0378.GEOID18 height accuracy estimate available here.
 HM0378
 HM0378.Click photographs - Photos may exist for this station.
 HM0378
 HM0378.The dynamic height is computed by dividing the NAVD 88
 HM0378.geopotential number by the normal gravity value computed on the
 HM0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0378.degrees latitude (g = 980.6199 gals.).
 HM0378
 HM0378.The modeled gravity was interpolated from observed gravity values.
 HM0378
 HM0378;                    North         East    Units  Estimated Accuracy
 HM0378;SPC UT S     - 3,057,039.      645,595.      MT  (+/- 10 meters HH2 GPS)
 HM0378
 HM0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG0115514240(NAD 83)
 HM0378
 HM0378                          SUPERSEDED SURVEY CONTROL
 HM0378
 HM0378.No superseded survey control is available for this station.
 HM0378
 HM0378_MARKER: DV = VERTICAL CONTROL DISK
 HM0378_SETTING: 66 = SET IN ROCK OUTCROP
 HM0378_STAMPING: P 373 1983
 HM0378_MARK LOGO: NGS
 HM0378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0378+STABILITY: POSITION/ELEVATION WELL
 HM0378
 HM0378  HISTORY     - Date     Condition        Report By
 HM0378  HISTORY     - 1983     MONUMENTED       NGS
 HM0378
 HM0378                          STATION DESCRIPTION
 HM0378
 HM0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0378'2.6 KM (1.6 MI) NE FROM MEXICAN HAT.
 HM0378'2.6 KM (1.6 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0378'OFFICE IN MEXICAN HAT, 0.6 KM (0.35 MI) SOUTH OF THE JUNCTION OF
 HM0378'COUNTY ROAD 216, IN A 3- BY 16-FOOT EXPOSED AREA OF OUTCROPPING
 HM0378'BEDROCK NEAR THE SOUTH END OF A HIGHWAY CUT, 38.7 METERS (127.0 FT)
 HM0378'SOUTHWEST OF MILEPOST 23, 17.0 METERS (55.8 FT) NORTH OF THE SOUTH END
 HM0378'OF THE CUT, 9.9 METERS (32.5 FT) SOUTH OF A HIGHWAY CURVE SIGN, AND
 HM0378'7.4 METERS (24.3 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 HM0378'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 HM0378'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0473 ***********************************************************************
 HM0473  DESIGNATION -  P 374
 HM0473  PID         -  HM0473
 HM0473  STATE/COUNTY-  UT/SAN JUAN
 HM0473  COUNTRY     -  US
 HM0473  USGS QUAD   -  MCCRACKEN SPRING (2017)
 HM0473
 HM0473                         *CURRENT SURVEY CONTROL
 HM0473  ______________________________________________________________________
 HM0473* NAD 83(1986) POSITION- 37 24 58.     (N) 109 19 08.     (W)   SCALED
 HM0473* NAVD 88 ORTHO HEIGHT -  1569.347 (meters)     5148.77  (feet) ADJUSTED
 HM0473  ______________________________________________________________________
 HM0473  GEOID HEIGHT    -        -20.593 (meters)                     GEOID18
 HM0473  DYNAMIC HEIGHT  -       1567.557 (meters)     5142.89  (feet) COMP
 HM0473  MODELED GRAVITY -    979,434.7   (mgal)                       NAVD 88
 HM0473
 HM0473  VERT ORDER      -  FIRST     CLASS II
 HM0473
 HM0473.The horizontal coordinates were scaled from a map and have
 HM0473.an estimated accuracy of +/- 6 seconds.
 HM0473
 HM0473.The orthometric height was determined by differential leveling and
 HM0473.adjusted by the NATIONAL GEODETIC SURVEY
 HM0473.in June 1991.
 HM0473
 HM0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0473.GEOID18 height accuracy estimate available here.
 HM0473
 HM0473.Click photographs - Photos may exist for this station.
 HM0473
 HM0473.The dynamic height is computed by dividing the NAVD 88
 HM0473.geopotential number by the normal gravity value computed on the
 HM0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0473.degrees latitude (g = 980.6199 gals.).
 HM0473
 HM0473.The modeled gravity was interpolated from observed gravity values.
 HM0473
 HM0473;                    North         East    Units  Estimated Accuracy
 HM0473;SPC UT S     - 3,085,430.      693,060.      MT  (+/- 180 meters Scaled)
 HM0473
 HM0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG487423(NAD 83)
 HM0473
 HM0473                          SUPERSEDED SURVEY CONTROL
 HM0473
 HM0473.No superseded survey control is available for this station.
 HM0473
 HM0473_MARKER: I = METAL ROD
 HM0473_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HM0473+WITH SETTING: INFORMATION.
 HM0473_STAMPING: P 374 1984
 HM0473_MARK LOGO: NGS
 HM0473_PROJECTION: FLUSH
 HM0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0473_ROD/PIPE-DEPTH: 1.5 meters
 HM0473
 HM0473  HISTORY     - Date     Condition        Report By
 HM0473  HISTORY     - 1984     MONUMENTED       NGS
 HM0473
 HM0473                          STATION DESCRIPTION
 HM0473
 HM0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0473'33.1 KM (20.55 MI) NE FROM BLUFF.
 HM0473'18.2 KM (11.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0473'OFFICE IN BLUFF, THENCE 13.5 KM (8.4 MI) EASTERLY ALONG STATE HIGHWAY
 HM0473'262, THENCE 1.4 KM (0.85 MI) SOUTHEASTERLY ALONG A PAVED ROAD,
 HM0473'125.0 METERS (410.1 FT) NORTHWEST OF THE SOUTHWEST END OF A 12-INCH
 HM0473'CULVERT, AND 13.9 METERS (45.6 FT) SOUTHWEST OF THE CENTER OF THE
 HM0473'ROAD.  NOTE=REFUSAL WAS REACHED AT 5.0 FEET.  ACCESS TO THE DATUM
 HM0473'POINT IS THROUGH A 5-INCH LOGO CAP.
 HM0473'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 HM0473'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0510 ***********************************************************************
 LN0510  DESIGNATION -  P 374
 LN0510  PID         -  LN0510
 LN0510  STATE/COUNTY-  UT/UINTAH
 LN0510  COUNTRY     -  US
 LN0510  USGS QUAD   -  VERNAL NE (2017)
 LN0510
 LN0510                         *CURRENT SURVEY CONTROL
 LN0510  ______________________________________________________________________
 LN0510* NAD 83(1986) POSITION- 40 26 37.     (N) 109 30 00.     (W)   SCALED
 LN0510* NAVD 88 ORTHO HEIGHT -  1592.625 (meters)     5225.14  (feet) ADJUSTED
 LN0510  ______________________________________________________________________
 LN0510  GEOID HEIGHT    -        -16.875 (meters)                     GEOID18
 LN0510  DYNAMIC HEIGHT  -       1591.164 (meters)     5220.34  (feet) COMP
 LN0510  MODELED GRAVITY -    979,653.1   (mgal)                       NAVD 88
 LN0510
 LN0510  VERT ORDER      -  FIRST     CLASS II
 LN0510
 LN0510.The horizontal coordinates were scaled from a map and have
 LN0510.an estimated accuracy of +/- 6 seconds.
 LN0510
 LN0510.The orthometric height was determined by differential leveling and
 LN0510.adjusted by the NATIONAL GEODETIC SURVEY
 LN0510.in June 1991.
 LN0510
 LN0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0510.GEOID18 height accuracy estimate available here.
 LN0510
 LN0510.Click photographs - Photos may exist for this station.
 LN0510
 LN0510.The dynamic height is computed by dividing the NAVD 88
 LN0510.geopotential number by the normal gravity value computed on the
 LN0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0510.degrees latitude (g = 980.6199 gals.).
 LN0510
 LN0510.The modeled gravity was interpolated from observed gravity values.
 LN0510
 LN0510;                    North         East    Units  Estimated Accuracy
 LN0510;SPC UT C     - 2,236,180.      669,660.      MT  (+/- 180 meters Scaled)
 LN0510
 LN0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK272780(NAD 83)
 LN0510
 LN0510                          SUPERSEDED SURVEY CONTROL
 LN0510
 LN0510.No superseded survey control is available for this station.
 LN0510
 LN0510_MARKER: I = METAL ROD
 LN0510_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0510+WITH SETTING: INFORMATION.
 LN0510_STAMPING: P 374 1984
 LN0510_MARK LOGO: NGS
 LN0510_PROJECTION: FLUSH
 LN0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0510_ROD/PIPE-DEPTH: 1.5 meters
 LN0510
 LN0510  HISTORY     - Date     Condition        Report By
 LN0510  HISTORY     - 1984     MONUMENTED       NGS
 LN0510
 LN0510                          STATION DESCRIPTION
 LN0510
 LN0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0510'3.2 KM (2.0 MI) EAST FROM VERNAL.
 LN0510'3.2 KM (2.0 MI) EASTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 LN0510'U.S. HIGHWAY 191 IN VERNAL, 0.6 KM (0.35 MI) SOUTH OF 500 SOUTH
 LN0510'STREET, 26.0 M (85.3 FT) SOUTH OF THE CENTER OF A DRIVEWAY AND GATE
 LN0510'LEADING TO THE CHASE DRILLING COMPANY, 15.1 M (49.2 FT) WEST OF THE
 LN0510'CENTERLINE OF THE HIGHWAY, 4.9 M (16.1 FT) WEST OF A STEEL MANHOLE
 LN0510'COVER, AND 1.1 M (3.6 FT) SOUTHWEST OF A UTILITY POLE.  NOTE=REFUSAL
 LN0510'WAS REACHED AT 5.0 FT. ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LN0510'LOGO CAP.
 LN0510'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 LN0510'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0494 ***********************************************************************
 HO0494  DESIGNATION -  P 375
 HO0494  PID         -  HO0494
 HO0494  STATE/COUNTY-  UT/WASHINGTON
 HO0494  COUNTRY     -  US
 HO0494  USGS QUAD   -  KOLOB ARCH (2017)
 HO0494
 HO0494                         *CURRENT SURVEY CONTROL
 HO0494  ______________________________________________________________________
 HO0494* NAD 83(1986) POSITION- 37 24 38.0    (N) 113 14 05.8    (W)   HD_HELD2
 HO0494* NAVD 88 ORTHO HEIGHT -  1454.533 (meters)     4772.08  (feet) ADJUSTED
 HO0494  ______________________________________________________________________
 HO0494  GEOID HEIGHT    -        -22.382 (meters)                     GEOID18
 HO0494  DYNAMIC HEIGHT  -       1452.902 (meters)     4766.73  (feet) COMP
 HO0494  MODELED GRAVITY -    979,458.4   (mgal)                       NAVD 88
 HO0494
 HO0494  VERT ORDER      -  FIRST     CLASS II
 HO0494
 HO0494.The horizontal coordinates were established by autonomous hand held GPS
 HO0494.observations and have an estimated accuracy of +/- 10 meters.
 HO0494
 HO0494.The orthometric height was determined by differential leveling and
 HO0494.adjusted by the NATIONAL GEODETIC SURVEY
 HO0494.in June 1991.
 HO0494
 HO0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0494.GEOID18 height accuracy estimate available here.
 HO0494
 HO0494.Click photographs - Photos may exist for this station.
 HO0494
 HO0494.The dynamic height is computed by dividing the NAVD 88
 HO0494.geopotential number by the normal gravity value computed on the
 HO0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0494.degrees latitude (g = 980.6199 gals.).
 HO0494
 HO0494.The modeled gravity was interpolated from observed gravity values.
 HO0494
 HO0494;                    North         East    Units  Estimated Accuracy
 HO0494;SPC UT S     - 3,083,984.      346,417.      MT  (+/- 10 meters HH2 GPS)
 HO0494
 HO0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG0220442762(NAD 83)
 HO0494
 HO0494                          SUPERSEDED SURVEY CONTROL
 HO0494
 HO0494.No superseded survey control is available for this station.
 HO0494
 HO0494_MARKER: DV = VERTICAL CONTROL DISK
 HO0494_SETTING: 66 = SET IN ROCK OUTCROP
 HO0494_STAMPING: P 375 1984
 HO0494_MARK LOGO: NGS
 HO0494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0494+STABILITY: POSITION/ELEVATION WELL
 HO0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HO0494+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 HO0494
 HO0494  HISTORY     - Date     Condition        Report By
 HO0494  HISTORY     - 1984     MONUMENTED       NGS
 HO0494  HISTORY     - 20050921 GOOD             INDIV
 HO0494
 HO0494                          STATION DESCRIPTION
 HO0494
 HO0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0494'15.3 KM (9.5 MI) SW FROM KANARRAVILLE.
 HO0494'7.24 KM (4.50 MI) SOUTHWEST ALONG US HIGHWAY 91 FROM THE CHURCH OF
 HO0494'LATTER DAY SAINTS AT KANARRAVILLE, THENCE 8.05 KM (5.0 MI) SOUTHWEST
 HO0494'ALONG INTERSTATE 15, IN TOP OF A SMALL SLOPING LEDGE, ON THE SOUTHWEST
 HO0494'SIDE OF A LARGE BROWN PORTION OF VOLCANIC OUTCROP OUTSIDE THE RIGHT OF
 HO0494'WAY FENCE, ON THE NORTH EDGE OF A DEEP GORGE FOR ASH CREEK, 0.64 KM
 HO0494'(0.40 MI) NORTHEAST OF THE BLACK RIDGE UNDERPASS, 0.27 KM (0.17 MI)
 HO0494'NORTHEAST OF MILEPOST 37 ALSO 20.4 KM (12.7 MI) NORTH OF TOQUERVILLE,
 HO0494'52.4 METERS (172 FT) SOUTHEAST OF THE NORTH BOUND HIGHWAY CENTERLINE,
 HO0494'2.2 METERS (7.5 FT) WEST-SOUTHWEST OF A BRACED FENCE POST IN THE RIGHT
 HO0494'OF WAY FENCE AND 0.2 METER (0.7 FT) EAST OF THE RIGHT OF WAY FENCE.
 HO0494'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 HO0494'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HO0494
 HO0494                          STATION RECOVERY (2005)
 HO0494
 HO0494'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RW)
 HO0494'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0466 ***********************************************************************
 HO0466  DESIGNATION -  P 376
 HO0466  PID         -  HO0466
 HO0466  STATE/COUNTY-  UT/IRON
 HO0466  COUNTRY     -  US
 HO0466  USGS QUAD   -  ENOCH (2017)
 HO0466
 HO0466                         *CURRENT SURVEY CONTROL
 HO0466  ______________________________________________________________________
 HO0466* NAD 83(1986) POSITION- 37 49 05.3    (N) 113 03 02.0    (W)   HD_HELD2
 HO0466* NAVD 88 ORTHO HEIGHT -  1656.384 (meters)     5434.32  (feet) ADJUSTED
 HO0466  ______________________________________________________________________
 HO0466  GEOID HEIGHT    -        -21.652 (meters)                     GEOID18
 HO0466  DYNAMIC HEIGHT  -       1654.502 (meters)     5428.15  (feet) COMP
 HO0466  MODELED GRAVITY -    979,435.0   (mgal)                       NAVD 88
 HO0466  OBS GRAVITY     -    979,434.0   (mgal)                       GRAV_OBS
 HO0466
 HO0466  VERT ORDER      -  FIRST     CLASS II
 HO0466
 HO0466.The horizontal coordinates were established by autonomous hand held GPS
 HO0466.observations and have an estimated accuracy of +/- 10 meters.
 HO0466
 HO0466.The orthometric height was determined by differential leveling and
 HO0466.adjusted by the NATIONAL GEODETIC SURVEY
 HO0466.in June 1991.
 HO0466
 HO0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0466.GEOID18 height accuracy estimate available here.
 HO0466
 HO0466.Click photographs - Photos may exist for this station.
 HO0466
 HO0466.The dynamic height is computed by dividing the NAVD 88
 HO0466.geopotential number by the normal gravity value computed on the
 HO0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0466.degrees latitude (g = 980.6199 gals.).
 HO0466
 HO0466.The modeled gravity was interpolated from observed gravity values.
 HO0466
 HO0466.The observed gravity was obtained from relative gravimeter ties
 HO0466.to the IGSN71 gravity network.
 HO0466
 HO0466;                    North         East    Units  Estimated Accuracy
 HO0466;SPC UT S     - 3,128,926.      363,488.      MT  (+/- 10 meters HH2 GPS)
 HO0466
 HO0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG1951387618(NAD 83)
 HO0466
 HO0466                          SUPERSEDED SURVEY CONTROL
 HO0466
 HO0466.No superseded survey control is available for this station.
 HO0466
 HO0466_MARKER: I = METAL ROD
 HO0466_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0466_STAMPING: P 376 1984
 HO0466_MARK LOGO: NGS
 HO0466_PROJECTION: FLUSH
 HO0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0466_ROD/PIPE-DEPTH: 5.5 meters
 HO0466
 HO0466  HISTORY     - Date     Condition        Report By
 HO0466  HISTORY     - 1984     MONUMENTED       NGS
 HO0466
 HO0466                          STATION DESCRIPTION
 HO0466
 HO0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0466'15.9 KM (9.9 MI) NORTH FROM CEDAR CITY.
 HO0466'15.95 KM (9.91 MI) NORTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 HO0466'AT CEDAR CITY, 0.10 KM (0.06 MI) NORTH OF THE T JUNCTION OF A TRACK
 HO0466'ROAD LEADING NORTHWEST, 11.4 METERS (37.5 FT) WEST OF THE HIGHWAY
 HO0466'CENTERLINE, 42.4 METERS (139 FT) SOUTHWEST ACROSS THE HIGHWAY FROM A
 HO0466'FENCE CORNER AND 0.8 METER (2.5 FT) NORTH OF A POWER POLE.
 HO0466'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 HO0466'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0624 ***********************************************************************
 MS0624  DESIGNATION -  P 377 BE CO
 MS0624  PID         -  MS0624
 MS0624  STATE/COUNTY-  UT/BOX ELDER
 MS0624  COUNTRY     -  US
 MS0624  USGS QUAD   -  BLACK BUTTE (2017)
 MS0624
 MS0624                         *CURRENT SURVEY CONTROL
 MS0624  ______________________________________________________________________
 MS0624* NAD 83(1986) POSITION- 41 49 20.     (N) 113 11 23.     (W)   SCALED
 MS0624* NAVD 88 ORTHO HEIGHT -  1484.315 (meters)     4869.79  (feet) ADJUSTED
 MS0624  ______________________________________________________________________
 MS0624  GEOID HEIGHT    -        -15.207 (meters)                     GEOID18
 MS0624  DYNAMIC HEIGHT  -       1483.286 (meters)     4866.41  (feet) COMP
 MS0624  MODELED GRAVITY -    979,877.2   (mgal)                       NAVD 88
 MS0624
 MS0624  VERT ORDER      -  FIRST     CLASS II
 MS0624
 MS0624.The horizontal coordinates were scaled from a map and have
 MS0624.an estimated accuracy of +/- 6 seconds.
 MS0624
 MS0624.The orthometric height was determined by differential leveling and
 MS0624.adjusted by the NATIONAL GEODETIC SURVEY
 MS0624.in June 1991.
 MS0624
 MS0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0624.GEOID18 height accuracy estimate available here.
 MS0624
 MS0624.Click photographs - Photos may exist for this station.
 MS0624
 MS0624.The dynamic height is computed by dividing the NAVD 88
 MS0624.geopotential number by the normal gravity value computed on the
 MS0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0624.degrees latitude (g = 980.6199 gals.).
 MS0624
 MS0624.The modeled gravity was interpolated from observed gravity values.
 MS0624
 MS0624;                    North         East    Units  Estimated Accuracy
 MS0624;SPC UT N     - 1,166,710.      359,620.      MT  (+/- 180 meters Scaled)
 MS0624
 MS0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM181323(NAD 83)
 MS0624
 MS0624                          SUPERSEDED SURVEY CONTROL
 MS0624
 MS0624.No superseded survey control is available for this station.
 MS0624
 MS0624_MARKER: I = METAL ROD
 MS0624_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0624_STAMPING: P 377 1984
 MS0624_MARK LOGO: NGS
 MS0624_PROJECTION: FLUSH
 MS0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0624_ROD/PIPE-DEPTH: 12.2 meters
 MS0624
 MS0624  HISTORY     - Date     Condition        Report By
 MS0624  HISTORY     - 1984     MONUMENTED       NGS
 MS0624
 MS0624                          STATION DESCRIPTION
 MS0624
 MS0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0624'10.9 KM (6.8 MI) EAST FROM PARK VALLEY.
 MS0624'10.91 KM (6.78 MI) EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE IN
 MS0624'PARK VALLEY, AT THE SOUTHWEST END OF A LOW CUT, IN THE NORTHEAST
 MS0624'CORNER OF THE T JUNCTION OF A DIM TRACK ROAD, 0.09 KM (0.06 MI)
 MS0624'NORTHEAST OF A LARGE CONCRETE CULVERT OVER INDIAN CREEK, 0.69 KM
 MS0624'(0.43 MI) SOUTHWEST OF MILEPOST 63, 15.1 METERS (49.5 FT) NORTHWEST OF
 MS0624'THE HIGHWAY CENTERLINE, 8.8 METERS (29 FT) NORTH OF THE NORTHEAST END
 MS0624'OF AN 18-INCH CORRUGATED METAL PIPE CULVERT UNDER THE TRACK ROAD,
 MS0624'1.7 METERS (5.5 FT) NORTHEAST OF THE NORTHEAST POST FOR A WOOD BRACE
 MS0624'IN THE RIGHT OF WAY FENCE AND 0.8 METER (2.5 FT) SOUTHEAST OF THE
 MS0624'FENCE.
 MS0624'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 MS0624'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JP0327 ***********************************************************************
 JP0327  DESIGNATION -  P 377 M CO
 JP0327  PID         -  JP0327
 JP0327  STATE/COUNTY-  UT/MILLARD
 JP0327  COUNTRY     -  US
 JP0327  USGS QUAD   -  GARRISON (2017)
 JP0327
 JP0327                         *CURRENT SURVEY CONTROL
 JP0327  ______________________________________________________________________
 JP0327* NAD 83(1986) POSITION- 38 53 28.     (N) 114 00 41.     (W)   SCALED
 JP0327* NAVD 88 ORTHO HEIGHT -  1638.681 (meters)     5376.24  (feet) ADJUSTED
 JP0327  ______________________________________________________________________
 JP0327  GEOID HEIGHT    -        -20.656 (meters)                     GEOID18
 JP0327  DYNAMIC HEIGHT  -       1637.012 (meters)     5370.76  (feet) COMP
 JP0327  MODELED GRAVITY -    979,551.9   (mgal)                       NAVD 88
 JP0327
 JP0327  VERT ORDER      -  FIRST     CLASS II
 JP0327
 JP0327.The horizontal coordinates were scaled from a map and have
 JP0327.an estimated accuracy of +/- 6 seconds.
 JP0327
 JP0327.The orthometric height was determined by differential leveling and
 JP0327.adjusted by the NATIONAL GEODETIC SURVEY
 JP0327.in June 1991.
 JP0327
 JP0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 JP0327.GEOID18 height accuracy estimate available here.
 JP0327
 JP0327.Click photographs - Photos may exist for this station.
 JP0327
 JP0327.The dynamic height is computed by dividing the NAVD 88
 JP0327.geopotential number by the normal gravity value computed on the
 JP0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0327.degrees latitude (g = 980.6199 gals.).
 JP0327
 JP0327.The modeled gravity was interpolated from observed gravity values.
 JP0327
 JP0327;                    North         East    Units  Estimated Accuracy
 JP0327;SPC UT C     - 2,064,990.      282,140.      MT  (+/- 180 meters Scaled)
 JP0327
 JP0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD592089(NAD 83)
 JP0327
 JP0327                          SUPERSEDED SURVEY CONTROL
 JP0327
 JP0327.No superseded survey control is available for this station.
 JP0327
 JP0327_MARKER: DB = BENCH MARK DISK
 JP0327_SETTING: 66 = SET IN ROCK OUTCROP
 JP0327_STAMPING: P 377 1984
 JP0327_MARK LOGO: NGS
 JP0327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0327+STABILITY: POSITION/ELEVATION WELL
 JP0327
 JP0327  HISTORY     - Date     Condition        Report By
 JP0327  HISTORY     - 1984     MONUMENTED       NGS
 JP0327
 JP0327                          STATION DESCRIPTION
 JP0327
 JP0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JP0327'5.2 KM (3.2 MI) SE FROM GARRISON.
 JP0327'5.2 KM (3.25 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE
 JP0327'AT GARRISON, IN TOP OF AND 2.1 METERS (7 FT) NORTHWEST OF THE
 JP0327'SOUTHEAST END OF A MASSIVE LIMESTONE OUTCROP, 0.45 KM (0.3 MI)
 JP0327'NORTHWEST OF MILEPOST 5, 12.2 METERS (40 FT) NORTHEAST OF THE HIGHWAY
 JP0327'CENTERLINE, 27.3 METERS (89.5 FT) SOUTHEAST OF THE SOUTHEAST END OF A
 JP0327'HIGHWAY CUT THROUGH THE OUTCROP AND 1.3 METERS (4.5 FT) NORTHEAST OF
 JP0327'THE SOUTHWEST EDGE OF THE OUTCROP.
 JP0327'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0435 ***********************************************************************
 JO0435  DESIGNATION -  P 378 B CO
 JO0435  PID         -  JO0435
 JO0435  STATE/COUNTY-  UT/BEAVER
 JO0435  COUNTRY     -  US
 JO0435  USGS QUAD   -  WAH WAH SUMMIT (2017)
 JO0435
 JO0435                         *CURRENT SURVEY CONTROL
 JO0435  ______________________________________________________________________
 JO0435* NAD 83(1986) POSITION- 38 30 42.     (N) 113 35 06.     (W)   SCALED
 JO0435* NAVD 88 ORTHO HEIGHT -  1840.347 (meters)     6037.87  (feet) ADJUSTED
 JO0435  ______________________________________________________________________
 JO0435  GEOID HEIGHT    -        -21.080 (meters)                     GEOID18
 JO0435  DYNAMIC HEIGHT  -       1838.330 (meters)     6031.25  (feet) COMP
 JO0435  MODELED GRAVITY -    979,467.3   (mgal)                       NAVD 88
 JO0435
 JO0435  VERT ORDER      -  FIRST     CLASS II
 JO0435
 JO0435.The horizontal coordinates were scaled from a map and have
 JO0435.an estimated accuracy of +/- 6 seconds.
 JO0435
 JO0435.The orthometric height was determined by differential leveling and
 JO0435.adjusted by the NATIONAL GEODETIC SURVEY
 JO0435.in June 1991.
 JO0435
 JO0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0435.GEOID18 height accuracy estimate available here.
 JO0435
 JO0435.Click photographs - Photos may exist for this station.
 JO0435
 JO0435.The dynamic height is computed by dividing the NAVD 88
 JO0435.geopotential number by the normal gravity value computed on the
 JO0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0435.degrees latitude (g = 980.6199 gals.).
 JO0435
 JO0435.The modeled gravity was interpolated from observed gravity values.
 JO0435
 JO0435;                    North         East    Units  Estimated Accuracy
 JO0435;SPC UT S     - 3,206,800.      318,160.      MT  (+/- 180 meters Scaled)
 JO0435
 JO0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH746657(NAD 83)
 JO0435
 JO0435                          SUPERSEDED SURVEY CONTROL
 JO0435
 JO0435.No superseded survey control is available for this station.
 JO0435
 JO0435_MARKER: DB = BENCH MARK DISK
 JO0435_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0435_SP_SET: HEADWALL
 JO0435_STAMPING: P 378 1984
 JO0435_MARK LOGO: NGS
 JO0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0435
 JO0435  HISTORY     - Date     Condition        Report By
 JO0435  HISTORY     - 1984     MONUMENTED       NGS
 JO0435
 JO0435                          STATION DESCRIPTION
 JO0435
 JO0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0435'54.5 KM (34.1 MI) WEST FROM MILFORD.
 JO0435'54.55 KM (34.1 MI) WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 JO0435'STATE HIGHWAY 257 AT MILFORD, IN TOP OF AND 0.3 METER (1 FT) NORTHEAST
 JO0435'OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL FOR A LARGE CORRUGATED
 JO0435'METAL PIPE CULVERT, 0.25 KM (0.15 MI) SOUTHWEST OF MILEPOST 43,
 JO0435'5.8 METERS (19 FT) NORTHWEST OF THE HIGHWAY CENTERLINE.  NOTE-SEVERAL
 JO0435'ATTEMPTS WERE MADE TO DRIVE RODS IN AREA WITH DEPTHS OF ONLY 4 TO 6
 JO0435'FEET ACHIEVED AND RODS WOULD NOT ANCHOR.
 JO0435'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0649 ***********************************************************************
 MS0649  DESIGNATION -  P 378 BE CO
 MS0649  PID         -  MS0649
 MS0649  STATE/COUNTY-  UT/BOX ELDER
 MS0649  COUNTRY     -  US
 MS0649  USGS QUAD   -  WARM SPRING HILLS (2017)
 MS0649
 MS0649                         *CURRENT SURVEY CONTROL
 MS0649  ______________________________________________________________________
 MS0649* NAD 83(1986) POSITION- 41 40 58.     (N) 113 32 25.     (W)   SCALED
 MS0649* NAVD 88 ORTHO HEIGHT -  1579.350 (meters)     5181.58  (feet) ADJUSTED
 MS0649  ______________________________________________________________________
 MS0649  GEOID HEIGHT    -        -15.645 (meters)                     GEOID18
 MS0649  DYNAMIC HEIGHT  -       1578.189 (meters)     5177.78  (feet) COMP
 MS0649  MODELED GRAVITY -    979,832.2   (mgal)                       NAVD 88
 MS0649
 MS0649  VERT ORDER      -  FIRST     CLASS II
 MS0649
 MS0649.The horizontal coordinates were scaled from a map and have
 MS0649.an estimated accuracy of +/- 6 seconds.
 MS0649
 MS0649.The orthometric height was determined by differential leveling and
 MS0649.adjusted by the NATIONAL GEODETIC SURVEY
 MS0649.in June 1991.
 MS0649
 MS0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0649.GEOID18 height accuracy estimate available here.
 MS0649
 MS0649.Click photographs - Photos may exist for this station.
 MS0649
 MS0649.The dynamic height is computed by dividing the NAVD 88
 MS0649.geopotential number by the normal gravity value computed on the
 MS0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0649.degrees latitude (g = 980.6199 gals.).
 MS0649
 MS0649.The modeled gravity was interpolated from observed gravity values.
 MS0649
 MS0649;                    North         East    Units  Estimated Accuracy
 MS0649;SPC UT N     - 1,151,850.      330,140.      MT  (+/- 180 meters Scaled)
 MS0649
 MS0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM885176(NAD 83)
 MS0649
 MS0649                          SUPERSEDED SURVEY CONTROL
 MS0649
 MS0649.No superseded survey control is available for this station.
 MS0649
 MS0649_MARKER: I = METAL ROD
 MS0649_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MS0649_STAMPING: P 378 1984
 MS0649_MARK LOGO: NGS
 MS0649_PROJECTION: FLUSH
 MS0649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0649+STABILITY: POSITION/ELEVATION WELL
 MS0649_ROD/PIPE-DEPTH: 11.9 meters
 MS0649_SLEEVE-DEPTH  : 9.1 meters
 MS0649
 MS0649  HISTORY     - Date     Condition        Report By
 MS0649  HISTORY     - 1984     MONUMENTED       NGS
 MS0649
 MS0649                          STATION DESCRIPTION
 MS0649
 MS0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0649'27.8 KM (17.3 MI) SW FROM PARK VALLEY.
 MS0649'27.83 KM (17.30 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0649'AT PARK VALLEY, ALONG THE WEST RIGHT OF WAY FENCE BETWEEN A SPRING AND
 MS0649'THE SOUTH END OF A LOW CUT, 0.19 KM (0.12 MI) SOUTH OF THE T JUNCTION
 MS0649'OF MUDDY RANCH ROAD, 0.66 KM (0.41 MI) NORTH OF MILEPOST 39,
 MS0649'21.7 METERS (71 FT) WEST OF THE HIGHWAY CENTERLINE, 103.0 METERS
 MS0649'(338 FT) NORTH OF THE SPRING, 16.8 METERS (55 FT) SOUTH OF THE SOUTH
 MS0649'END OF THE CUT AND 1.5 METERS (5 FT) EAST OF THE FENCE.
 MS0649'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 MS0649'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0481 ***********************************************************************
 LN0481  DESIGNATION -  P 379
 LN0481  PID         -  LN0481
 LN0481  STATE/COUNTY-  UT/UINTAH
 LN0481  COUNTRY     -  US
 LN0481  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0481
 LN0481                         *CURRENT SURVEY CONTROL
 LN0481  ______________________________________________________________________
 LN0481* NAD 83(1986) POSITION- 40 40 38.     (N) 109 29 12.     (W)   SCALED
 LN0481* NAVD 88 ORTHO HEIGHT -  2512.744 (meters)     8243.89  (feet) ADJUSTED
 LN0481  ______________________________________________________________________
 LN0481  GEOID HEIGHT    -        -14.425 (meters)                     GEOID18
 LN0481  DYNAMIC HEIGHT  -       2510.262 (meters)     8235.75  (feet) COMP
 LN0481  MODELED GRAVITY -    979,544.8   (mgal)                       NAVD 88
 LN0481
 LN0481  VERT ORDER      -  FIRST     CLASS II
 LN0481
 LN0481.The horizontal coordinates were scaled from a map and have
 LN0481.an estimated accuracy of +/- 6 seconds.
 LN0481
 LN0481.The orthometric height was determined by differential leveling and
 LN0481.adjusted by the NATIONAL GEODETIC SURVEY
 LN0481.in June 1991.
 LN0481
 LN0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0481.GEOID18 height accuracy estimate available here.
 LN0481
 LN0481.Click photographs - Photos may exist for this station.
 LN0481
 LN0481.The dynamic height is computed by dividing the NAVD 88
 LN0481.geopotential number by the normal gravity value computed on the
 LN0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0481.degrees latitude (g = 980.6199 gals.).
 LN0481
 LN0481.The modeled gravity was interpolated from observed gravity values.
 LN0481
 LN0481;                    North         East    Units  Estimated Accuracy
 LN0481;SPC UT C     - 2,262,140.      670,200.      MT  (+/- 180 meters Scaled)
 LN0481
 LN0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL278040(NAD 83)
 LN0481
 LN0481                          SUPERSEDED SURVEY CONTROL
 LN0481
 LN0481.No superseded survey control is available for this station.
 LN0481
 LN0481_MARKER: I = METAL ROD
 LN0481_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0481+WITH SETTING: INFORMATION.
 LN0481_STAMPING: P 379 1984
 LN0481_MARK LOGO: NGS
 LN0481_PROJECTION: FLUSH
 LN0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0481_ROD/PIPE-DEPTH: 2.2 meters
 LN0481
 LN0481  HISTORY     - Date     Condition        Report By
 LN0481  HISTORY     - 1984     MONUMENTED       NGS
 LN0481
 LN0481                          STATION DESCRIPTION
 LN0481
 LN0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0481'31.7 KM (19.7 MI) NORTH FROM VERNAL.
 LN0481'31.7 KM (19.7 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0481'WITH U.S. HIGHWAY 40 IN VERNAL, 0.7 KM (0.45 MI) SOUTHEAST OF MILEPOST
 LN0481'221, 24.6 M (80.7 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 24.4
 LN0481'M (80.1 FT) NORTH OF THE CENTERLINE OF A PAVED ROAD LEADING TO EAST
 LN0481'PARK RESERVOIR (RED CLOUD LOOP 018), AMD 7.4 M (24.3 FT) NORTHEAST OF
 LN0481'THE SOUTHEAST END OF A STEEL SNOW FENCE.  NOTE=ACCESS TO THE DATUM
 LN0481'POINT IS THROUGH A 5-INCH LOGO CAP.  REFUSAL WAS REACHED AT 7.0 FT.
 LN0481'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LN0481'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0327 ***********************************************************************
 KO0327  DESIGNATION -  P 38
 KO0327  PID         -  KO0327
 KO0327  STATE/COUNTY-  UT/MILLARD
 KO0327  COUNTRY     -  US
 KO0327  USGS QUAD   -  RED KNOLLS (2017)
 KO0327
 KO0327                         *CURRENT SURVEY CONTROL
 KO0327  ______________________________________________________________________
 KO0327* NAD 83(1986) POSITION- 39 16 58.     (N) 113 02 45.     (W)   SCALED
 KO0327* NAVD 88 ORTHO HEIGHT -  1468.328 (meters)     4817.34  (feet) ADJUSTED
 KO0327  ______________________________________________________________________
 KO0327  GEOID HEIGHT    -        -19.931 (meters)                     GEOID18
 KO0327  DYNAMIC HEIGHT  -       1466.947 (meters)     4812.81  (feet) COMP
 KO0327  MODELED GRAVITY -    979,635.3   (mgal)                       NAVD 88
 KO0327
 KO0327  VERT ORDER      -  SECOND    CLASS 0
 KO0327
 KO0327.The horizontal coordinates were scaled from a map and have
 KO0327.an estimated accuracy of +/- 6 seconds.
 KO0327
 KO0327.The orthometric height was determined by differential leveling and
 KO0327.adjusted by the NATIONAL GEODETIC SURVEY
 KO0327.in June 1991.
 KO0327
 KO0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0327.GEOID18 height accuracy estimate available here.
 KO0327
 KO0327.Click photographs - Photos may exist for this station.
 KO0327
 KO0327.The dynamic height is computed by dividing the NAVD 88
 KO0327.geopotential number by the normal gravity value computed on the
 KO0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0327.degrees latitude (g = 980.6199 gals.).
 KO0327
 KO0327.The modeled gravity was interpolated from observed gravity values.
 KO0327
 KO0327;                    North         East    Units  Estimated Accuracy
 KO0327;SPC UT C     - 2,106,560.      366,640.      MT  (+/- 180 meters Scaled)
 KO0327
 KO0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ235501(NAD 83)
 KO0327
 KO0327                          SUPERSEDED SURVEY CONTROL
 KO0327
 KO0327  NGVD 29 (??/??/92) 1467.226  (m)         4813.72   (f) ADJ UNCH    2 0
 KO0327
 KO0327.Superseded values are not recommended for survey control.
 KO0327
 KO0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0327.See file dsdata.pdf to determine how the superseded data were derived.
 KO0327
 KO0327_MARKER: DB = BENCH MARK DISK
 KO0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0327_STAMPING: P 38 1934
 KO0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0327+STABILITY: SURFACE MOTION
 KO0327
 KO0327  HISTORY     - Date     Condition        Report By
 KO0327  HISTORY     - 1934     MONUMENTED       CGS
 KO0327
 KO0327                          STATION DESCRIPTION
 KO0327
 KO0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0327'19.7 MI W FROM HINCKLEY.
 KO0327'19.7 MILES WEST ALONG U.S. HIGHWAY 6 FROM HINCKLEY, MILLARD COUNTY, AT
 KO0327'THE WEST END OF A CURVE TO THE WEST, AND 42 FEET NORTH OF THE CENTER
 KO0327'LINE OF THE HIGHWAY.  A STANDARD DISK STAMPED P 38 1934 AND SET IN THE
 KO0327'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0598 ***********************************************************************
 MS0598  DESIGNATION -  P 380
 MS0598  PID         -  MS0598
 MS0598  STATE/COUNTY-  UT/BOX ELDER
 MS0598  COUNTRY     -  US
 MS0598  USGS QUAD   -  MONUMENT POINT (2017)
 MS0598
 MS0598                         *CURRENT SURVEY CONTROL
 MS0598  ______________________________________________________________________
 MS0598* NAD 83(1986) POSITION- 41 43 09.5    (N) 112 45 00.9    (W)   HD_HELD2
 MS0598* NAVD 88 ORTHO HEIGHT -  1286.111 (meters)     4219.52  (feet) ADJUSTED
 MS0598  ______________________________________________________________________
 MS0598  GEOID HEIGHT    -        -15.630 (meters)                     GEOID18
 MS0598  DYNAMIC HEIGHT  -       1285.257 (meters)     4216.71  (feet) COMP
 MS0598  MODELED GRAVITY -    979,913.9   (mgal)                       NAVD 88
 MS0598
 MS0598  VERT ORDER      -  FIRST     CLASS II
 MS0598
 MS0598.The horizontal coordinates were established by autonomous hand held GPS
 MS0598.observations and have an estimated accuracy of +/- 10 meters.
 MS0598
 MS0598.The orthometric height was determined by differential leveling and
 MS0598.adjusted by the NATIONAL GEODETIC SURVEY
 MS0598.in June 1991.
 MS0598
 MS0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0598.GEOID18 height accuracy estimate available here.
 MS0598
 MS0598.Click photographs - Photos may exist for this station.
 MS0598
 MS0598.The dynamic height is computed by dividing the NAVD 88
 MS0598.geopotential number by the normal gravity value computed on the
 MS0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0598.degrees latitude (g = 980.6199 gals.).
 MS0598
 MS0598.The modeled gravity was interpolated from observed gravity values.
 MS0598
 MS0598;                    North         East    Units  Estimated Accuracy
 MS0598;SPC UT N     - 1,154,665.      395,966.      MT  (+/- 10 meters HH2 GPS)
 MS0598
 MS0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM5441020091(NAD 83)
 MS0598
 MS0598                          SUPERSEDED SURVEY CONTROL
 MS0598
 MS0598.No superseded survey control is available for this station.
 MS0598
 MS0598_MARKER: I = METAL ROD
 MS0598_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0598_STAMPING: P 380 1984
 MS0598_MARK LOGO: NGS
 MS0598_PROJECTION: FLUSH
 MS0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0598_ROD/PIPE-DEPTH: 14.6 meters
 MS0598
 MS0598  HISTORY     - Date     Condition        Report By
 MS0598  HISTORY     - 1984     MONUMENTED       NGS
 MS0598
 MS0598                          STATION DESCRIPTION
 MS0598
 MS0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0598'23.2 KM (14.4 MI) NW FROM PROMONTORY.
 MS0598'1.58 KM (0.98 MI) NORTH ALONG A PAVED ROAD FROM THE GOLDEN SPIKE
 MS0598'MONUMENT IN PROMONTORY, THENCE 21.64 KM (13.45 MI) WEST ALONG A GRAVEL
 MS0598'ROAD, IN TOP OF THE NORTH END OF A LONG SAGEBRUSH COVERED RIDGE,
 MS0598'29.3 METERS (96 FT) SOUTH OF THE CENTER OF THE ROAD AND 66.4 METERS
 MS0598'(218 FT) NORTHWEST OF THE NORTHWEST CORNER OF A 6- BY 8-FOOT CONCRETE
 MS0598'UNDERGROUND CABLE ACCESS WITH A MANHOLE COVER.
 MS0598'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 MS0598'THE MARK IS 1.5 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MT0679 ***********************************************************************
 MT0679  DESIGNATION -  P 381
 MT0679  PID         -  MT0679
 MT0679  STATE/COUNTY-  UT/BOX ELDER
 MT0679  COUNTRY     -  US
 MT0679  USGS QUAD   -  TECOMA (2018)
 MT0679
 MT0679                         *CURRENT SURVEY CONTROL
 MT0679  ______________________________________________________________________
 MT0679* NAD 83(1986) POSITION- 41 20 58.     (N) 114 01 06.     (W)   SCALED
 MT0679* NAVD 88 ORTHO HEIGHT -  1429.928 (meters)     4691.36  (feet) ADJUSTED
 MT0679  ______________________________________________________________________
 MT0679  GEOID HEIGHT    -        -16.747 (meters)                     GEOID18
 MT0679  DYNAMIC HEIGHT  -       1428.879 (meters)     4687.91  (feet) COMP
 MT0679  MODELED GRAVITY -    979,840.1   (mgal)                       NAVD 88
 MT0679
 MT0679  VERT ORDER      -  FIRST     CLASS II
 MT0679
 MT0679.The horizontal coordinates were scaled from a map and have
 MT0679.an estimated accuracy of +/- 6 seconds.
 MT0679
 MT0679.The orthometric height was determined by differential leveling and
 MT0679.adjusted by the NATIONAL GEODETIC SURVEY
 MT0679.in June 1991.
 MT0679
 MT0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 MT0679.GEOID18 height accuracy estimate available here.
 MT0679
 MT0679.Click photographs - Photos may exist for this station.
 MT0679
 MT0679.The dynamic height is computed by dividing the NAVD 88
 MT0679.geopotential number by the normal gravity value computed on the
 MT0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0679.degrees latitude (g = 980.6199 gals.).
 MT0679
 MT0679.The modeled gravity was interpolated from observed gravity values.
 MT0679
 MT0679;                    North         East    Units  Estimated Accuracy
 MT0679;SPC UT N     - 1,115,890.      289,280.      MT  (+/- 180 meters Scaled)
 MT0679
 MT0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF494818(NAD 83)
 MT0679
 MT0679                          SUPERSEDED SURVEY CONTROL
 MT0679
 MT0679.No superseded survey control is available for this station.
 MT0679
 MT0679_MARKER: I = METAL ROD
 MT0679_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MT0679_STAMPING: P 381 1984
 MT0679_MARK LOGO: NGS
 MT0679_PROJECTION: FLUSH
 MT0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0679_ROD/PIPE-DEPTH: 7.3 meters
 MT0679
 MT0679  HISTORY     - Date     Condition        Report By
 MT0679  HISTORY     - 1984     MONUMENTED       NGS
 MT0679
 MT0679                          STATION DESCRIPTION
 MT0679
 MT0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MT0679'17.9 KM (11.3 MI) SW FROM MONTELLO NV.
 MT0679'17.90 KM (11.13 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 MT0679'THE POST OFFICE AT MONTELLO, IN THE NORTHWEST CORNER OF THE
 MT0679'INTERSECTION OF A TRACK ROAD, 0.22 KM (0.14 MI) SOUTHWEST OF RAILROAD
 MT0679'MILEPOLE 673, 31.1 METERS (102 FT) NORTHWEST OF THE NORTHWEST RAIL,
 MT0679'25.6 METERS (84 FT) SOUTHEAST OF THE FENCE, 13.6 METERS (44.5 FT)
 MT0679'NORTH OF A TELEPHONE POLE, 12.5 METERS (41 FT) WEST OF THE CENTER OF
 MT0679'THE TRACK ROAD AND 1.5 METERS (5 FT) NORTHEAST OF BENCH MARK GWM 6
 MT0679'USGS.
 MT0679'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 MT0679'THE MARK IS 0.7 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0393 ***********************************************************************
 LN0393  DESIGNATION -  P 383
 LN0393  PID         -  LN0393
 LN0393  STATE/COUNTY-  UT/UINTAH
 LN0393  COUNTRY     -  US
 LN0393  USGS QUAD   -  SNAKE JOHN REEF (2017)
 LN0393
 LN0393                         *CURRENT SURVEY CONTROL
 LN0393  ______________________________________________________________________
 LN0393* NAD 83(1986) POSITION- 40 16 48.     (N) 109 04 02.     (W)   SCALED
 LN0393* NAVD 88 ORTHO HEIGHT -  1709.353 (meters)     5608.10  (feet) ADJUSTED
 LN0393  ______________________________________________________________________
 LN0393  GEOID HEIGHT    -        -16.406 (meters)                     GEOID18
 LN0393  DYNAMIC HEIGHT  -       1707.798 (meters)     5603.00  (feet) COMP
 LN0393  MODELED GRAVITY -    979,655.1   (mgal)                       NAVD 88
 LN0393
 LN0393  VERT ORDER      -  FIRST     CLASS II
 LN0393
 LN0393.The horizontal coordinates were scaled from a map and have
 LN0393.an estimated accuracy of +/- 6 seconds.
 LN0393
 LN0393.The orthometric height was determined by differential leveling and
 LN0393.adjusted by the NATIONAL GEODETIC SURVEY
 LN0393.in June 1991.
 LN0393
 LN0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0393.GEOID18 height accuracy estimate available here.
 LN0393
 LN0393.Click photographs - Photos may exist for this station.
 LN0393
 LN0393.The dynamic height is computed by dividing the NAVD 88
 LN0393.geopotential number by the normal gravity value computed on the
 LN0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0393.degrees latitude (g = 980.6199 gals.).
 LN0393
 LN0393.The modeled gravity was interpolated from observed gravity values.
 LN0393
 LN0393;                    North         East    Units  Estimated Accuracy
 LN0393;SPC UT C     - 2,218,930.      706,850.      MT  (+/- 180 meters Scaled)
 LN0393
 LN0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK643606(NAD 83)
 LN0393
 LN0393                          SUPERSEDED SURVEY CONTROL
 LN0393
 LN0393.No superseded survey control is available for this station.
 LN0393
 LN0393_MARKER: DV = VERTICAL CONTROL DISK
 LN0393_SETTING: 66 = SET IN ROCK OUTCROP
 LN0393_STAMPING: P 383 1984
 LN0393_MARK LOGO: NGS
 LN0393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0393+STABILITY: POSITION/ELEVATION WELL
 LN0393
 LN0393  HISTORY     - Date     Condition        Report By
 LN0393  HISTORY     - 1984     MONUMENTED       NGS
 LN0393
 LN0393                          STATION DESCRIPTION
 LN0393
 LN0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0393'25.9 KM (16.1 MI) SE FROM JENSEN.
 LN0393'25.9 KM (16.1 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 40 FROM THE POST
 LN0393'OFFICE IN JENSEN, NEAR THE CENTER OF THE SOUTHERN 1/4 OF A 19.0 BY
 LN0393'42.0 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 1.6 KM (1.0 MI)
 LN0393'NORTHWEST OF THE COLORADO-UTAH STATE LINE, 40.0 M (131.2 FT) EAST OF
 LN0393'THE WEST END OF A HIGHWAY CUT, 26.3 M (86.3 FT) NORTH OF THE
 LN0393'CENTERLINE OF THE HIGHWAY, AND 3.0 M (9.8 FT) NORTH OF THE SOUTH EDGE
 LN0393'AND 2.2 M (7.2 FT) EAST OF THE WEST EDGE OF THE OUTCROP.
 LN0393'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LN0393'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0436 ***********************************************************************
 LN0436  DESIGNATION -  P 385
 LN0436  PID         -  LN0436
 LN0436  STATE/COUNTY-  UT/DAGGETT
 LN0436  COUNTRY     -  US
 LN0436  USGS QUAD   -  MANILA (2017)
 LN0436
 LN0436                         *CURRENT SURVEY CONTROL
 LN0436  ______________________________________________________________________
 LN0436* NAD 83(1986) POSITION- 40 54 31.     (N) 109 42 00.     (W)   SCALED
 LN0436* NAVD 88 ORTHO HEIGHT -  2183.981 (meters)     7165.28  (feet) ADJUSTED
 LN0436  ______________________________________________________________________
 LN0436  GEOID HEIGHT    -        -13.525 (meters)                     GEOID18
 LN0436  DYNAMIC HEIGHT  -       2182.050 (meters)     7158.94  (feet) COMP
 LN0436  MODELED GRAVITY -    979,660.4   (mgal)                       NAVD 88
 LN0436
 LN0436  VERT ORDER      -  FIRST     CLASS II
 LN0436
 LN0436.The horizontal coordinates were scaled from a map and have
 LN0436.an estimated accuracy of +/- 6 seconds.
 LN0436
 LN0436.The orthometric height was determined by differential leveling and
 LN0436.adjusted by the NATIONAL GEODETIC SURVEY
 LN0436.in June 1991.
 LN0436
 LN0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0436.GEOID18 height accuracy estimate available here.
 LN0436
 LN0436.Click photographs - Photos may exist for this station.
 LN0436
 LN0436.The dynamic height is computed by dividing the NAVD 88
 LN0436.geopotential number by the normal gravity value computed on the
 LN0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0436.degrees latitude (g = 980.6199 gals.).
 LN0436
 LN0436.The modeled gravity was interpolated from observed gravity values.
 LN0436
 LN0436;                    North         East    Units  Estimated Accuracy
 LN0436;SPC UT N     - 1,065,460.      651,640.      MT  (+/- 180 meters Scaled)
 LN0436
 LN0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL094294(NAD 83)
 LN0436
 LN0436                          SUPERSEDED SURVEY CONTROL
 LN0436
 LN0436.No superseded survey control is available for this station.
 LN0436
 LN0436_MARKER: DV = VERTICAL CONTROL DISK
 LN0436_SETTING: 66 = SET IN ROCK OUTCROP
 LN0436_STAMPING: P 385 1984
 LN0436_MARK LOGO: NGS
 LN0436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0436+STABILITY: POSITION/ELEVATION WELL
 LN0436
 LN0436  HISTORY     - Date     Condition        Report By
 LN0436  HISTORY     - 1984     MONUMENTED       NGS
 LN0436
 LN0436                          STATION DESCRIPTION
 LN0436
 LN0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0436'16.6 KM (10.3 MI) SOUTH FROM MANILA.
 LN0436'16.6 KM (10.3 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0436'WITH STATE HIGHWAY 43 IN MANILA, 0.6 KM (0.35 MI) SOUTHERLY OF
 LN0436'MILEPOST 18, IN TOP OF AN EXPOSED AREA OF BEDROCK, NEAR THE EASTERN
 LN0436'END OF A HIGHWAY CUT, 0.5 KM (0.3 MI) NORTHERLY OF A PAVED ROAD
 LN0436'LEADING TO A VIEW AREA, 26.0 M (85.3 FT) WEST OF THE EAST END OF THE
 LN0436'HIGHWAY CUT, 20.5 M (67.3 FT) WEST OF THE WEST END OF A GUARD RAIL,
 LN0436'8.9 M (29.2 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 6.0 M
 LN0436'(19.7 FT) WEST OF THE EAST END OF THE BEDROCK.
 LN0436'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LN0436'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0454 ***********************************************************************
 LN0454  DESIGNATION -  P 386
 LN0454  PID         -  LN0454
 LN0454  STATE/COUNTY-  UT/DAGGETT
 LN0454  COUNTRY     -  US
 LN0454  USGS QUAD   -  EAST PARK RESERVOIR (2017)
 LN0454
 LN0454                         *CURRENT SURVEY CONTROL
 LN0454  ______________________________________________________________________
 LN0454* NAD 83(1986) POSITION- 40 51 19.     (N) 109 33 44.     (W)   SCALED
 LN0454* NAVD 88 ORTHO HEIGHT -  2349.778 (meters)     7709.23  (feet) ADJUSTED
 LN0454  ______________________________________________________________________
 LN0454  GEOID HEIGHT    -        -13.604 (meters)                     GEOID18
 LN0454  DYNAMIC HEIGHT  -       2347.537 (meters)     7701.88  (feet) COMP
 LN0454  MODELED GRAVITY -    979,585.2   (mgal)                       NAVD 88
 LN0454
 LN0454  VERT ORDER      -  FIRST     CLASS II
 LN0454
 LN0454.The horizontal coordinates were scaled from a map and have
 LN0454.an estimated accuracy of +/- 6 seconds.
 LN0454
 LN0454.The orthometric height was determined by differential leveling and
 LN0454.adjusted by the NATIONAL GEODETIC SURVEY
 LN0454.in June 1991.
 LN0454
 LN0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0454.GEOID18 height accuracy estimate available here.
 LN0454
 LN0454.Click photographs - Photos may exist for this station.
 LN0454
 LN0454.The dynamic height is computed by dividing the NAVD 88
 LN0454.geopotential number by the normal gravity value computed on the
 LN0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0454.degrees latitude (g = 980.6199 gals.).
 LN0454
 LN0454.The modeled gravity was interpolated from observed gravity values.
 LN0454
 LN0454;                    North         East    Units  Estimated Accuracy
 LN0454;SPC UT N     - 1,059,780.      663,380.      MT  (+/- 180 meters Scaled)
 LN0454
 LN0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL211236(NAD 83)
 LN0454
 LN0454                          SUPERSEDED SURVEY CONTROL
 LN0454
 LN0454.No superseded survey control is available for this station.
 LN0454
 LN0454_MARKER: DV = VERTICAL CONTROL DISK
 LN0454_SETTING: 66 = SET IN ROCK OUTCROP
 LN0454_STAMPING: P 386 1984
 LN0454_MARK LOGO: NGS
 LN0454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0454+STABILITY: POSITION/ELEVATION WELL
 LN0454
 LN0454  HISTORY     - Date     Condition        Report By
 LN0454  HISTORY     - 1984     MONUMENTED       NGS
 LN0454
 LN0454                          STATION DESCRIPTION
 LN0454
 LN0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0454'37.1 KM (23.05 MI) SOUT FROM MANILA.
 LN0454'37.1 KM (23.05 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0454'IN MANILA, SET IN THE NORTHEASTERN 1/4 OF A 3 BY 17 FOOT EXPOSED AREA
 LN0454'OF OUTCROPPING BEDROCK, IN A HIGHWAY CUT, 0.6 KM (0.35 MI) NORTHEAST
 LN0454'OF MILEPOST 5, 0.4 KM (0.25 MI) NORTHEAST OF THE CENTER OF A GRAVEL
 LN0454'ROAD LEADING NORTHWEST, AND 14.8 M (48.6 FT) SOUTHEAST OF THE
 LN0454'CENTERLINE OF THE HIGHWAY.
 LN0454'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LN0454'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0049 ***********************************************************************
 KN0049  DESIGNATION -  P 39
 KN0049  PID         -  KN0049
 KN0049  STATE/COUNTY-  UT/EMERY
 KN0049  COUNTRY     -  US
 KN0049  USGS QUAD   -  CHIMNEY ROCK (2017)
 KN0049
 KN0049                         *CURRENT SURVEY CONTROL
 KN0049  ______________________________________________________________________
 KN0049* NAD 83(1986) POSITION- 39 08 09.     (N) 110 30 39.     (W)   SCALED
 KN0049* NAVD 88 ORTHO HEIGHT -  1719.836 (meters)     5642.50  (feet) ADJUSTED
 KN0049  ______________________________________________________________________
 KN0049  GEOID HEIGHT    -        -18.797 (meters)                     GEOID18
 KN0049  DYNAMIC HEIGHT  -       1718.066 (meters)     5636.69  (feet) COMP
 KN0049  MODELED GRAVITY -    979,537.8   (mgal)                       NAVD 88
 KN0049
 KN0049  VERT ORDER      -  SECOND    CLASS 0
 KN0049
 KN0049.The horizontal coordinates were scaled from a map and have
 KN0049.an estimated accuracy of +/- 6 seconds.
 KN0049
 KN0049.The orthometric height was determined by differential leveling and
 KN0049.adjusted by the NATIONAL GEODETIC SURVEY
 KN0049.in June 1991.
 KN0049
 KN0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0049.GEOID18 height accuracy estimate available here.
 KN0049
 KN0049.Click photographs - Photos may exist for this station.
 KN0049
 KN0049.The dynamic height is computed by dividing the NAVD 88
 KN0049.geopotential number by the normal gravity value computed on the
 KN0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0049.degrees latitude (g = 980.6199 gals.).
 KN0049
 KN0049.The modeled gravity was interpolated from observed gravity values.
 KN0049
 KN0049;                    North         East    Units  Estimated Accuracy
 KN0049;SPC UT C     - 2,089,570.      585,520.      MT  (+/- 180 meters Scaled)
 KN0049
 KN0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ422319(NAD 83)
 KN0049
 KN0049                          SUPERSEDED SURVEY CONTROL
 KN0049
 KN0049  NGVD 29 (??/??/92) 1718.724  (m)         5638.85   (f) ADJ UNCH    2 0
 KN0049
 KN0049.Superseded values are not recommended for survey control.
 KN0049
 KN0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0049.See file dsdata.pdf to determine how the superseded data were derived.
 KN0049
 KN0049_MARKER: DB = BENCH MARK DISK
 KN0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0049_STAMPING: P 39 1934
 KN0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0049+STABILITY: SURFACE MOTION
 KN0049
 KN0049  HISTORY     - Date     Condition        Report By
 KN0049  HISTORY     - 1934     MONUMENTED       CGS
 KN0049  HISTORY     - 1970     GOOD             USGS
 KN0049
 KN0049                          STATION DESCRIPTION
 KN0049
 KN0049'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KN0049'28.6 MI W FROM GREEN RIVER.
 KN0049'CASTLE DALE, 1.6 MI. NE OF VIA STATE HIGHWAY 10.  THENCE 23.8 MI. E
 KN0049'ALONG COUNTY ROAD TO A FORK WHERE A TRACK RD. LEADS SE.  3 MI. ALONG
 KN0049'TRACK RD. SE TO A SECOND JCT.  3.4 MI. E ALONG THE LEFT-HAND FORK TO A
 KN0049'JCT. WHERE THE MAIN RD. TURNS N.  0.6 MI. E ALONG THE RIGHT-HAND RD.
 KN0049'TO ITS END NEAR BIG HOLE NATURAL WATER TANK, ABOUT 0.8 MI. DOWN PACK
 KN0049'SADDLE GULCH FROM THE BIG HOLE TO BIG HOLE TO BIG HOLE WASH, AND 0.2
 KN0049'MI. DOWN THE LATTER TO THE JCT. OF THE FIRST LARGE-- IN COMING IN FROM
 KN0049'THE W.  ABOUT 1200 FT. WNW. OF SAID JCT. AND ABOUT 300 FT. N. OF-- AND
 KN0049'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0251 ***********************************************************************
 JO0251  DESIGNATION -  P 4
 JO0251  PID         -  JO0251
 JO0251  STATE/COUNTY-  UT/MILLARD
 JO0251  COUNTRY     -  US
 JO0251  USGS QUAD   -  BORDEN (2017)
 JO0251
 JO0251                         *CURRENT SURVEY CONTROL
 JO0251  ______________________________________________________________________
 JO0251* NAD 83(1986) POSITION- 38 53 08.     (N) 112 49 04.     (W)   SCALED
 JO0251* NAVD 88 ORTHO HEIGHT -  1452.701 (meters)     4766.07  (feet) POSTED
 JO0251  ______________________________________________________________________
 JO0251  GEOID HEIGHT    -        -20.126 (meters)                     GEOID18
 JO0251  DYNAMIC HEIGHT  -       1451.28  (meters)     4761.4   (feet) COMP
 JO0251  MODELED GRAVITY -    979,599.1   (mgal)                       NAVD 88
 JO0251
 JO0251  VERT ORDER      -  * POSTED, SEE BELOW
 JO0251
 JO0251.The horizontal coordinates were scaled from a map and have
 JO0251.an estimated accuracy of +/- 6 seconds.
 JO0251
 JO0251.The orthometric height was determined by differential leveling
 JO0251.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0251
 JO0251.* This is a POSTED BENCH MARK height.
 JO0251
 JO0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0251.GEOID18 height accuracy estimate available here.
 JO0251
 JO0251.Click photographs - Photos may exist for this station.
 JO0251
 JO0251.The dynamic height is computed by dividing the NAVD 88
 JO0251.geopotential number by the normal gravity value computed on the
 JO0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0251.degrees latitude (g = 980.6199 gals.).
 JO0251
 JO0251.The modeled gravity was interpolated from observed gravity values.
 JO0251
 JO0251;                    North         East    Units  Estimated Accuracy
 JO0251;SPC UT C     - 2,062,150.      385,660.      MT  (+/- 180 meters Scaled)
 JO0251
 JO0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ423056(NAD 83)
 JO0251
 JO0251                          SUPERSEDED SURVEY CONTROL
 JO0251
 JO0251  NGVD 29 (??/??/92) 1451.603  (m)         4762.47   (f) ADJ UNCH    1 2
 JO0251
 JO0251.Superseded values are not recommended for survey control.
 JO0251
 JO0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0251.See file dsdata.pdf to determine how the superseded data were derived.
 JO0251
 JO0251_MARKER: B = BOLT
 JO0251_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0251_SP_SET: CULVERT HEADWALL
 JO0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0251+STABILITY: SURFACE MOTION
 JO0251
 JO0251  HISTORY     - Date     Condition        Report By
 JO0251  HISTORY     - 1908     MONUMENTED       CGS
 JO0251  HISTORY     - 1929     GOOD             CGS
 JO0251  HISTORY     - 1970     MARK NOT FOUND   NGS
 JO0251
 JO0251                          STATION DESCRIPTION
 JO0251
 JO0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 JO0251'IN BLOOM.
 JO0251'AT BLOOM, MILLARD COUNTY, ON THE UNION PACIFIC RAILROAD, ABOUT 6-1/2
 JO0251'POLES SOUTH OF MILE POLE 612, AT CULVERT 611B, IN THE NORTH END OF THE
 JO0251'WEST HEAD WALL, ABOUT 15 INCHES FROM THE ANGLE WITH THE WING WALL,
 JO0251'NEAR THE PUMPING STATION, AND ABOUT 11 FEET WEST OF THE CENTER LINE OF
 JO0251'THE TRACK.  A COPPER BOLT SURROUNDED BY THE LETTERS US.
 JO0251
 JO0251                          STATION RECOVERY (1970)
 JO0251
 JO0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JO0251'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0246 ***********************************************************************
 KN0246  DESIGNATION -  P 40
 KN0246  PID         -  KN0246
 KN0246  STATE/COUNTY-  UT/EMERY
 KN0246  COUNTRY     -  US
 KN0246  USGS QUAD   -  MOLEN (2017)
 KN0246
 KN0246                         *CURRENT SURVEY CONTROL
 KN0246  ______________________________________________________________________
 KN0246* NAD 83(1986) POSITION- 39 06 53.     (N) 111 07 28.     (W)   SCALED
 KN0246* NAVD 88 ORTHO HEIGHT -  1840.408 (meters)     6038.07  (feet) ADJUSTED
 KN0246  ______________________________________________________________________
 KN0246  GEOID HEIGHT    -        -17.345 (meters)                     GEOID18
 KN0246  DYNAMIC HEIGHT  -       1838.502 (meters)     6031.82  (feet) COMP
 KN0246  MODELED GRAVITY -    979,526.0   (mgal)                       NAVD 88
 KN0246
 KN0246  VERT ORDER      -  SECOND    CLASS 0
 KN0246
 KN0246.The horizontal coordinates were scaled from a map and have
 KN0246.an estimated accuracy of +/- 6 seconds.
 KN0246
 KN0246.The orthometric height was determined by differential leveling and
 KN0246.adjusted by the NATIONAL GEODETIC SURVEY
 KN0246.in June 1991.
 KN0246
 KN0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0246.GEOID18 height accuracy estimate available here.
 KN0246
 KN0246.Click photographs - Photos may exist for this station.
 KN0246
 KN0246.The dynamic height is computed by dividing the NAVD 88
 KN0246.geopotential number by the normal gravity value computed on the
 KN0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0246.degrees latitude (g = 980.6199 gals.).
 KN0246
 KN0246.The modeled gravity was interpolated from observed gravity values.
 KN0246
 KN0246;                    North         East    Units  Estimated Accuracy
 KN0246;SPC UT C     - 2,086,820.      532,480.      MT  (+/- 180 meters Scaled)
 KN0246
 KN0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ892295(NAD 83)
 KN0246
 KN0246                          SUPERSEDED SURVEY CONTROL
 KN0246
 KN0246  NGVD 29 (??/??/92) 1839.275  (m)         6034.35   (f) ADJ UNCH    2 0
 KN0246
 KN0246.Superseded values are not recommended for survey control.
 KN0246
 KN0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0246.See file dsdata.pdf to determine how the superseded data were derived.
 KN0246
 KN0246_MARKER: DB = BENCH MARK DISK
 KN0246_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0246_SP_SET: IRRIGATION DITCH
 KN0246_STAMPING: P 40 1934
 KN0246_MARK LOGO: CGS
 KN0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0246+STABILITY: SURFACE MOTION
 KN0246
 KN0246  HISTORY     - Date     Condition        Report By
 KN0246  HISTORY     - 1934     MONUMENTED       CGS
 KN0246  HISTORY     - 1976     MARK NOT FOUND   USGS
 KN0246
 KN0246                          STATION DESCRIPTION
 KN0246
 KN0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0246'2.1 MI S FROM CLAWSON.
 KN0246'ABOUT 2.1 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE FOUR CORNERS AT
 KN0246'CLAWSON, EMERY COUNTY, AT AN IRRIGATION DITCH, IN THE TOP OF THE WEST
 KN0246'CONCRETE HEAD WALL, AND 2 INCHES FROM A PAINTED U.S. DEPARTMENT OF
 KN0246'AGRICULTURE BENCH MARK.  A STANDARD DISK, STAMPED P 40 1934.
 KN0246
 KN0246                          STATION RECOVERY (1976)
 KN0246
 KN0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KN0246'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0233 ***********************************************************************
 KN0233  DESIGNATION -  P 41
 KN0233  PID         -  KN0233
 KN0233  STATE/COUNTY-  UT/SANPETE
 KN0233  COUNTRY     -  US
 KN0233  USGS QUAD   -  DANISH KNOLL (2017)
 KN0233
 KN0233                         *CURRENT SURVEY CONTROL
 KN0233  ______________________________________________________________________
 KN0233* NAD 83(1986) POSITION- 39 19 18.7    (N) 111 26 32.0    (W)   HD_HELD2
 KN0233* NAVD 88 ORTHO HEIGHT -  3094.199 (meters)    10151.55  (feet) ADJUSTED
 KN0233  ______________________________________________________________________
 KN0233  GEOID HEIGHT    -        -16.375 (meters)                     GEOID18
 KN0233  DYNAMIC HEIGHT  -       3090.384 (meters)    10139.03  (feet) COMP
 KN0233  MODELED GRAVITY -    979,279.6   (mgal)                       NAVD 88
 KN0233
 KN0233  VERT ORDER      -  SECOND    CLASS 0
 KN0233
 KN0233.The horizontal coordinates were established by autonomous hand held GPS
 KN0233.observations and have an estimated accuracy of +/- 10 meters.
 KN0233
 KN0233.The orthometric height was determined by differential leveling and
 KN0233.adjusted by the NATIONAL GEODETIC SURVEY
 KN0233.in June 1991.
 KN0233
 KN0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0233.GEOID18 height accuracy estimate available here.
 KN0233
 KN0233.Click photographs - Photos may exist for this station.
 KN0233
 KN0233.The dynamic height is computed by dividing the NAVD 88
 KN0233.geopotential number by the normal gravity value computed on the
 KN0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0233.degrees latitude (g = 980.6199 gals.).
 KN0233
 KN0233.The modeled gravity was interpolated from observed gravity values.
 KN0233
 KN0233;                    North         East    Units  Estimated Accuracy
 KN0233;SPC UT C     - 2,109,747.      504,982.      MT  (+/- 10 meters HH2 GPS)
 KN0233
 KN0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ6188152588(NAD 83)
 KN0233
 KN0233                          SUPERSEDED SURVEY CONTROL
 KN0233
 KN0233  NGVD 29 (??/??/92) 3092.675  (m)        10146.55   (f) ADJ UNCH    2 0
 KN0233
 KN0233.Superseded values are not recommended for survey control.
 KN0233
 KN0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0233.See file dsdata.pdf to determine how the superseded data were derived.
 KN0233
 KN0233_MARKER: DB = BENCH MARK DISK
 KN0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0233_STAMPING: P 41 1934
 KN0233_MARK LOGO: CGS
 KN0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0233+STABILITY: SURFACE MOTION
 KN0233
 KN0233  HISTORY     - Date     Condition        Report By
 KN0233  HISTORY     - 1934     MONUMENTED       CGS
 KN0233
 KN0233                          STATION DESCRIPTION
 KN0233
 KN0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0233'16.5 MI E FROM EPHRAIM.
 KN0233'ABOUT 16.5 MILES EAST ALONG STATE HIGHWAY 29 FROM THE BANK OF EPHRAIM
 KN0233'AT EPHRAIM, SANPETE COUNTY, AT SUMMIT, AND 4 FEET NORTHWEST OF A
 KN0233'UNITED STATES BUREAU OF PUBLIC WORKS SIGN READING SUMMIT 10, 180
 KN0233'ORANGEVILLE 29 M. EPHRAIM 18 M.  A STANDARD DISK, STAMPED P 41 1934
 KN0233'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0176 ***********************************************************************
 KN0176  DESIGNATION -  P 42
 KN0176  PID         -  KN0176
 KN0176  STATE/COUNTY-  UT/SANPETE
 KN0176  COUNTRY     -  US
 KN0176  USGS QUAD   -  FAIRVIEW (2017)
 KN0176
 KN0176                         *CURRENT SURVEY CONTROL
 KN0176  ______________________________________________________________________
 KN0176* NAD 83(1986) POSITION- 39 42 40.     (N) 111 25 56.     (W)   SCALED
 KN0176* NAVD 88 ORTHO HEIGHT -  1920.021 (meters)     6299.27  (feet) POSTED
 KN0176  ______________________________________________________________________
 KN0176  GEOID HEIGHT    -        -16.593 (meters)                     GEOID18
 KN0176  DYNAMIC HEIGHT  -       1918.07  (meters)     6292.9   (feet) COMP
 KN0176  MODELED GRAVITY -    979,540.8   (mgal)                       NAVD 88
 KN0176
 KN0176  VERT ORDER      -  * POSTED, SEE BELOW
 KN0176
 KN0176.The horizontal coordinates were scaled from a map and have
 KN0176.an estimated accuracy of +/- 6 seconds.
 KN0176
 KN0176.The orthometric height was determined by differential leveling
 KN0176.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KN0176
 KN0176.* This is a POSTED BENCH MARK height.
 KN0176
 KN0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0176.GEOID18 height accuracy estimate available here.
 KN0176
 KN0176.Click photographs - Photos may exist for this station.
 KN0176
 KN0176.The dynamic height is computed by dividing the NAVD 88
 KN0176.geopotential number by the normal gravity value computed on the
 KN0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0176.degrees latitude (g = 980.6199 gals.).
 KN0176
 KN0176.The modeled gravity was interpolated from observed gravity values.
 KN0176
 KN0176;                    North         East    Units  Estimated Accuracy
 KN0176;SPC UT C     - 2,152,960.      505,810.      MT  (+/- 180 meters Scaled)
 KN0176
 KN0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ629957(NAD 83)
 KN0176
 KN0176                          SUPERSEDED SURVEY CONTROL
 KN0176
 KN0176  NGVD 29 (??/??/92) 1918.820  (m)         6295.33   (f) ADJ UNCH    2 0
 KN0176
 KN0176.Superseded values are not recommended for survey control.
 KN0176
 KN0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0176.See file dsdata.pdf to determine how the superseded data were derived.
 KN0176
 KN0176_MARKER: DB = BENCH MARK DISK
 KN0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0176_STAMPING: P 42 1934
 KN0176_MARK LOGO: CGS
 KN0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0176+STABILITY: SURFACE MOTION
 KN0176
 KN0176  HISTORY     - Date     Condition        Report By
 KN0176  HISTORY     - 1934     MONUMENTED       CGS
 KN0176
 KN0176                          STATION DESCRIPTION
 KN0176
 KN0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0176'5.8 MI N FROM FAIRVIEW.
 KN0176'ABOUT 5.8 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0176'FROM THE STATION AT FAIRVIEW, SANPETE COUNTY, ABOUT 1/4 MILE SOUTH OF
 KN0176'MILEPOST 26, AT A ROAD CROSSING, 30 FEET SOUTH OF THE CENTER LINE OF
 KN0176'THE ROAD, 66 FEET EAST OF THE TRACK, AND NEAR A ROAD RIGHT-OF-WAY
 KN0176'FENCE CORNER.  A STANDARD DISK, STAMPED P 42 1934 AND SET IN THE TOP
 KN0176'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0310 ***********************************************************************
 KN0310  DESIGNATION -  P 44
 KN0310  PID         -  KN0310
 KN0310  STATE/COUNTY-  UT/JUAB
 KN0310  COUNTRY     -  US
 KN0310  USGS QUAD   -  NEPHI (2017)
 KN0310
 KN0310                         *CURRENT SURVEY CONTROL
 KN0310  ______________________________________________________________________
 KN0310* NAD 83(1986) POSITION- 39 40 31.     (N) 111 50 47.     (W)   SCALED
 KN0310* NAVD 88 ORTHO HEIGHT -  1556.078 (meters)     5105.23  (feet) ADJUSTED
 KN0310  ______________________________________________________________________
 KN0310  GEOID HEIGHT    -        -17.697 (meters)                     GEOID18
 KN0310  DYNAMIC HEIGHT  -       1554.597 (meters)     5100.37  (feet) COMP
 KN0310  MODELED GRAVITY -    979,620.6   (mgal)                       NAVD 88
 KN0310
 KN0310  VERT ORDER      -  SECOND    CLASS 0
 KN0310
 KN0310.The horizontal coordinates were scaled from a map and have
 KN0310.an estimated accuracy of +/- 6 seconds.
 KN0310
 KN0310.The orthometric height was determined by differential leveling and
 KN0310.adjusted by the NATIONAL GEODETIC SURVEY
 KN0310.in June 1991.
 KN0310
 KN0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0310.GEOID18 height accuracy estimate available here.
 KN0310
 KN0310.Click photographs - Photos may exist for this station.
 KN0310
 KN0310.The dynamic height is computed by dividing the NAVD 88
 KN0310.geopotential number by the normal gravity value computed on the
 KN0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0310.degrees latitude (g = 980.6199 gals.).
 KN0310
 KN0310.The modeled gravity was interpolated from observed gravity values.
 KN0310
 KN0310;                    North         East    Units  Estimated Accuracy
 KN0310;SPC UT C     - 2,149,040.      470,280.      MT  (+/- 180 meters Scaled)
 KN0310
 KN0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ274920(NAD 83)
 KN0310
 KN0310                          SUPERSEDED SURVEY CONTROL
 KN0310
 KN0310  NGVD 29 (??/??/92) 1554.910  (m)         5101.40   (f) ADJ UNCH    2 0
 KN0310
 KN0310.Superseded values are not recommended for survey control.
 KN0310
 KN0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0310.See file dsdata.pdf to determine how the superseded data were derived.
 KN0310
 KN0310_MARKER: DB = BENCH MARK DISK
 KN0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0310_STAMPING: P 44 1934
 KN0310_MARK LOGO: CGS
 KN0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0310+STABILITY: SURFACE MOTION
 KN0310
 KN0310  HISTORY     - Date     Condition        Report By
 KN0310  HISTORY     - 1934     MONUMENTED       CGS
 KN0310
 KN0310                          STATION DESCRIPTION
 KN0310
 KN0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0310'2.4 MI SW FROM NEPHI.
 KN0310'ABOUT 2.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KN0310'STATION AT NEPHI, JUAB COUNTY, 48 FEET SOUTH OF THE CENTER OF A
 KN0310'CROSSING, AND 42 FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED P
 KN0310'44 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0249 ***********************************************************************
 KO0249  DESIGNATION -  P 45
 KO0249  PID         -  KO0249
 KO0249  STATE/COUNTY-  UT/MILLARD
 KO0249  COUNTRY     -  US
 KO0249  USGS QUAD   -  DELTA (2017)
 KO0249
 KO0249                         *CURRENT SURVEY CONTROL
 KO0249  ______________________________________________________________________
 KO0249* NAD 83(1986) POSITION- 39 19 25.76   (N) 112 31 59.26   (W)   HD_HELD1
 KO0249* NAVD 88 ORTHO HEIGHT -  1407.312 (meters)     4617.16  (feet) ADJUSTED
 KO0249  ______________________________________________________________________
 KO0249  GEOID HEIGHT    -        -19.328 (meters)                     GEOID18
 KO0249  DYNAMIC HEIGHT  -       1406.019 (meters)     4612.91  (feet) COMP
 KO0249  MODELED GRAVITY -    979,659.5   (mgal)                       NAVD 88
 KO0249
 KO0249  VERT ORDER      -  SECOND    CLASS 0
 KO0249
 KO0249.The horizontal coordinates were determined by differentially corrected
 KO0249.hand held GPS observations or other comparable positioning techniques
 KO0249.and have an estimated accuracy of +/- 3 meters.
 KO0249
 KO0249.The orthometric height was determined by differential leveling and
 KO0249.adjusted by the NATIONAL GEODETIC SURVEY
 KO0249.in June 1991.
 KO0249
 KO0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0249.GEOID18 height accuracy estimate available here.
 KO0249
 KO0249.Click photographs - Photos may exist for this station.
 KO0249
 KO0249.The dynamic height is computed by dividing the NAVD 88
 KO0249.geopotential number by the normal gravity value computed on the
 KO0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0249.degrees latitude (g = 980.6199 gals.).
 KO0249
 KO0249.The modeled gravity was interpolated from observed gravity values.
 KO0249
 KO0249;                    North         East    Units  Estimated Accuracy
 KO0249;SPC UT C     - 2,110,477.9     410,920.7     MT  (+/- 3 meters HH1 GPS) 
 KO0249
 KO0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ6784753833(NAD 83)
 KO0249
 KO0249                          SUPERSEDED SURVEY CONTROL
 KO0249
 KO0249  NGVD 29 (??/??/92) 1406.221  (m)         4613.58   (f) ADJ UNCH    2 0
 KO0249
 KO0249.Superseded values are not recommended for survey control.
 KO0249
 KO0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0249.See file dsdata.pdf to determine how the superseded data were derived.
 KO0249
 KO0249_MARKER: DB = BENCH MARK DISK
 KO0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0249_STAMPING: P 45 1934
 KO0249_MARK LOGO: CGS
 KO0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0249+STABILITY: SURFACE MOTION
 KO0249
 KO0249  HISTORY     - Date     Condition        Report By
 KO0249  HISTORY     - 1934     MONUMENTED       CGS
 KO0249
 KO0249                          STATION DESCRIPTION
 KO0249
 KO0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0249'4.0 MI S FROM DELTA.
 KO0249'ABOUT 4.0 MILES SOUTH ALONG THE LOS ANGELES AND SALT LAKE RAILROAD
 KO0249'FROM THE COMMUNITY BUILDING AT DELTA, MILLARD COUNTY, ABOUT 2 POLES
 KO0249'SOUTH OF MILEPOST 4, ABOUT 4 RAILS SOUTH OF THE CENTER OF A CROSSING,
 KO0249'AND 45 FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 KO0249'STAMPED P 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0263 ***********************************************************************
 JO0263  DESIGNATION -  P 46
 JO0263  PID         -  JO0263
 JO0263  STATE/COUNTY-  UT/MILLARD
 JO0263  COUNTRY     -  US
 JO0263  USGS QUAD   -  COVE FORT (2017)
 JO0263
 JO0263                         *CURRENT SURVEY CONTROL
 JO0263  ______________________________________________________________________
 JO0263* NAD 83(1986) POSITION- 38 36 05.     (N) 112 34 51.     (W)   SCALED
 JO0263* NAVD 88 ORTHO HEIGHT -  1829.561 (meters)     6002.48  (feet) ADJUSTED
 JO0263  ______________________________________________________________________
 JO0263  GEOID HEIGHT    -        -19.625 (meters)                     GEOID18
 JO0263  DYNAMIC HEIGHT  -       1827.567 (meters)     5995.94  (feet) COMP
 JO0263  MODELED GRAVITY -    979,473.2   (mgal)                       NAVD 88
 JO0263
 JO0263  VERT ORDER      -  FIRST     CLASS II
 JO0263
 JO0263.The horizontal coordinates were scaled from a map and have
 JO0263.an estimated accuracy of +/- 6 seconds.
 JO0263
 JO0263.The orthometric height was determined by differential leveling and
 JO0263.adjusted by the NATIONAL GEODETIC SURVEY
 JO0263.in June 1991.
 JO0263
 JO0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0263.GEOID18 height accuracy estimate available here.
 JO0263
 JO0263.Click photographs - Photos may exist for this station.
 JO0263
 JO0263.The dynamic height is computed by dividing the NAVD 88
 JO0263.geopotential number by the normal gravity value computed on the
 JO0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0263.degrees latitude (g = 980.6199 gals.).
 JO0263
 JO0263.The modeled gravity was interpolated from observed gravity values.
 JO0263
 JO0263;                    North         East    Units  Estimated Accuracy
 JO0263;SPC UT C     - 2,030,330.      405,840.      MT  (+/- 180 meters Scaled)
 JO0263
 JO0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH623737(NAD 83)
 JO0263
 JO0263                          SUPERSEDED SURVEY CONTROL
 JO0263
 JO0263  NGVD 29 (??/??/92) 1828.338  (m)         5998.47   (f) ADJ UNCH    1 2
 JO0263
 JO0263.Superseded values are not recommended for survey control.
 JO0263
 JO0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0263.See file dsdata.pdf to determine how the superseded data were derived.
 JO0263
 JO0263_MARKER: DD = SURVEY DISK
 JO0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0263_STAMPING: P 46
 JO0263_MARK LOGO: CGS
 JO0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0263+STABILITY: SURFACE MOTION
 JO0263
 JO0263  HISTORY     - Date     Condition        Report By
 JO0263  HISTORY     - UNK      MONUMENTED       BPR
 JO0263  HISTORY     - 1934     GOOD             CGS
 JO0263  HISTORY     - 1984     MARK NOT FOUND   USGS
 JO0263
 JO0263                          STATION DESCRIPTION
 JO0263
 JO0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0263'IN COVE FORT.
 JO0263'AT COVE FORT, MILLARD COUNTY, ON STATE HIGHWAY 13, 150 FEET EAST OF A
 JO0263'TALL TRIANGULAR MONUMENT, 39 FEET SOUTH OF THE HIGHWAY, AND NEAR THE
 JO0263'FENCE.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED
 JO0263'P 46 AND SET IN THE TOP OF A CONCRETE POST.
 JO0263
 JO0263                          STATION RECOVERY (1984)
 JO0263
 JO0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JO0263'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0254 ***********************************************************************
 JN0254  DESIGNATION -  P 47
 JN0254  PID         -  JN0254
 JN0254  STATE/COUNTY-  UT/GARFIELD
 JN0254  COUNTRY     -  US
 JN0254  USGS QUAD   -  ANTIMONY (2017)
 JN0254
 JN0254                         *CURRENT SURVEY CONTROL
 JN0254  ______________________________________________________________________
 JN0254* NAD 83(1986) POSITION- 38 01 08.     (N) 111 57 40.     (W)   SCALED
 JN0254* NAVD 88 ORTHO HEIGHT -  2058.713 (meters)     6754.29  (feet) ADJUSTED
 JN0254  ______________________________________________________________________
 JN0254  GEOID HEIGHT    -        -18.771 (meters)                     GEOID18
 JN0254  DYNAMIC HEIGHT  -       2056.246 (meters)     6746.20  (feet) COMP
 JN0254  MODELED GRAVITY -    979,357.1   (mgal)                       NAVD 88
 JN0254
 JN0254  VERT ORDER      -  SECOND    CLASS 0
 JN0254
 JN0254.The horizontal coordinates were scaled from a map and have
 JN0254.an estimated accuracy of +/- 6 seconds.
 JN0254
 JN0254.The orthometric height was determined by differential leveling and
 JN0254.adjusted by the NATIONAL GEODETIC SURVEY
 JN0254.in June 1991.
 JN0254
 JN0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0254.GEOID18 height accuracy estimate available here.
 JN0254
 JN0254.Click photographs - Photos may exist for this station.
 JN0254
 JN0254.The dynamic height is computed by dividing the NAVD 88
 JN0254.geopotential number by the normal gravity value computed on the
 JN0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0254.degrees latitude (g = 980.6199 gals.).
 JN0254
 JN0254.The modeled gravity was interpolated from observed gravity values.
 JN0254
 JN0254;                    North         East    Units  Estimated Accuracy
 JN0254;SPC UT S     - 3,150,180.      459,510.      MT  (+/- 180 meters Scaled)
 JN0254
 JN0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH156083(NAD 83)
 JN0254
 JN0254                          SUPERSEDED SURVEY CONTROL
 JN0254
 JN0254  NGVD 29 (??/??/92) 2057.406  (m)         6750.01   (f) ADJ UNCH    2 0
 JN0254
 JN0254.Superseded values are not recommended for survey control.
 JN0254
 JN0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0254.See file dsdata.pdf to determine how the superseded data were derived.
 JN0254
 JN0254_MARKER: DB = BENCH MARK DISK
 JN0254_SETTING: 80 = SET IN A BOULDER
 JN0254_STAMPING: P 47 1934
 JN0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0254+STABILITY: SURFACE MOTION
 JN0254
 JN0254  HISTORY     - Date     Condition        Report By
 JN0254  HISTORY     - 1934     MONUMENTED       CGS
 JN0254  HISTORY     - 1969     MARK NOT FOUND   USGS
 JN0254
 JN0254                          STATION DESCRIPTION
 JN0254
 JN0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0254'10.1 MI S FROM ANTIMONY.
 JN0254'10.1 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE SOUTH EDGE OF
 JN0254'ANTIMONY, GARFIELD COUNTY, 8 FEET WEST OF A ROCK BRIDGE OVER A SMALL
 JN0254'STREAM, 12 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND IN
 JN0254'THE TOP OF A BOULDER.  A STANDARD DISK, STAMPED P 47 1934.  NOTE-- P
 JN0254'47 IS SET AT AN ANGLE.  THE HIGH POINT OF THE MARK IS TO BE USED.
 JN0254'NOTE-- THE ROCK BRIDGE REFERRED TO IN THE DESCRIPTION HAS BEEN REPLACE
 JN0254'BY A LARGE WOOD BRIDGE.  POSSIBLY THE MARK COULD HAVE BEEN COVERED OR
 JN0254'DESTROYED DURING CONSTRUCTION.
 JN0254
 JN0254                          STATION RECOVERY (1969)
 JN0254
 JN0254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JN0254'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA4648 ***********************************************************************
 AA4648  DESIGNATION -  P 48 RESET
 AA4648  PID         -  AA4648
 AA4648  STATE/COUNTY-  UT/GARFIELD
 AA4648  COUNTRY     -  US
 AA4648  USGS QUAD   -  PANGUITCH (2017)
 AA4648
 AA4648                         *CURRENT SURVEY CONTROL
 AA4648  ______________________________________________________________________
 AA4648* NAD 83(1986) POSITION- 37 49 22.     (N) 112 25 16.     (W)   SCALED
 AA4648* NAVD 88 ORTHO HEIGHT -  2010.22  (+/-2cm)     6595.2   (feet) VERTCON3
 AA4648  ______________________________________________________________________
 AA4648  GEOID HEIGHT    -        -20.240 (meters)                     GEOID18
 AA4648  VERT ORDER      -  THIRD (See Below)
 AA4648
 AA4648.The horizontal coordinates were scaled from a map and have
 AA4648.an estimated accuracy of +/- 6 seconds.
 AA4648
 AA4648.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4648
 AA4648.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA4648.GEOID18 height accuracy estimate available here.
 AA4648
 AA4648.The vertical order pertains to the NGVD 29 superseded value.
 AA4648
 AA4648.Click photographs - Photos may exist for this station.
 AA4648
 AA4648;                    North         East    Units  Estimated Accuracy
 AA4648;SPC UT S     - 3,128,710.      418,910.      MT  (+/- 180 meters Scaled)
 AA4648
 AA4648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG749871(NAD 83)
 AA4648
 AA4648                          SUPERSEDED SURVEY CONTROL
 AA4648
 AA4648  NGVD 29 (07/25/12) 2008.87   (m)         6590.8    (f) RESET       3  
 AA4648
 AA4648.Superseded values are not recommended for survey control.
 AA4648
 AA4648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4648.See file dsdata.pdf to determine how the superseded data were derived.
 AA4648
 AA4648_MARKER: DV = VERTICAL CONTROL DISK
 AA4648_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA4648_SP_SET: CULVERT HEADWALL
 AA4648_STAMPING: P 48 RESET 1971
 AA4648_MARK LOGO: NGS
 AA4648_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4648+STABILITY: SURFACE MOTION
 AA4648
 AA4648  HISTORY     - Date     Condition        Report By
 AA4648  HISTORY     - 1971     MONUMENTED       UTDH
 AA4648
 AA4648                          STATION DESCRIPTION
 AA4648
 AA4648'DESCRIBED BY UTAH STATE DEPARTMENT OF HIGHWAYS 1971 (CS)
 AA4648'IN THE EAST EDGE OF PANGUITCH, 35 FEET (10.7 M) NORTHWARD OF
 AA4648'CENTERLINE OF HIGHWAY 89, ABOUT 825 FEET (251.5 M) EASTWARD OF STATE
 AA4648'ROAD YARD GATE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0122 ***********************************************************************
 KO0122  DESIGNATION -  P 50
 KO0122  PID         -  KO0122
 KO0122  STATE/COUNTY-  UT/MILLARD
 KO0122  COUNTRY     -  US
 KO0122  USGS QUAD   -  SCIPIO PASS (2017)
 KO0122
 KO0122                         *CURRENT SURVEY CONTROL
 KO0122  ______________________________________________________________________
 KO0122* NAD 83(1986) POSITION- 39 11 24.     (N) 112 11 36.     (W)   SCALED
 KO0122* NAVD 88 ORTHO HEIGHT -  1737.165 (meters)     5699.35  (feet) ADJUSTED
 KO0122  ______________________________________________________________________
 KO0122  GEOID HEIGHT    -        -18.293 (meters)                     GEOID18
 KO0122  DYNAMIC HEIGHT  -       1735.426 (meters)     5693.64  (feet) COMP
 KO0122  MODELED GRAVITY -    979,564.9   (mgal)                       NAVD 88
 KO0122
 KO0122  VERT ORDER      -  SECOND    CLASS 0
 KO0122
 KO0122.The horizontal coordinates were scaled from a map and have
 KO0122.an estimated accuracy of +/- 6 seconds.
 KO0122
 KO0122.The orthometric height was determined by differential leveling and
 KO0122.adjusted by the NATIONAL GEODETIC SURVEY
 KO0122.in June 1991.
 KO0122
 KO0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0122.GEOID18 height accuracy estimate available here.
 KO0122
 KO0122.Click photographs - Photos may exist for this station.
 KO0122
 KO0122.The dynamic height is computed by dividing the NAVD 88
 KO0122.geopotential number by the normal gravity value computed on the
 KO0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0122.degrees latitude (g = 980.6199 gals.).
 KO0122
 KO0122.The modeled gravity was interpolated from observed gravity values.
 KO0122
 KO0122;                    North         East    Units  Estimated Accuracy
 KO0122;SPC UT C     - 2,095,340.      440,100.      MT  (+/- 180 meters Scaled)
 KO0122
 KO0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ969385(NAD 83)
 KO0122
 KO0122                          SUPERSEDED SURVEY CONTROL
 KO0122
 KO0122  NGVD 29 (??/??/92) 1735.984  (m)         5695.47   (f) ADJ UNCH    2 0
 KO0122
 KO0122.Superseded values are not recommended for survey control.
 KO0122
 KO0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0122.See file dsdata.pdf to determine how the superseded data were derived.
 KO0122
 KO0122_MARKER: DB = BENCH MARK DISK
 KO0122_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0122_SP_SET: CULVERT HEADWALL
 KO0122_STAMPING: P 50 1934
 KO0122_MARK LOGO: CGS
 KO0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0122+STABILITY: SURFACE MOTION
 KO0122
 KO0122  HISTORY     - Date     Condition        Report By
 KO0122  HISTORY     - 1934     MONUMENTED       CGS
 KO0122
 KO0122                          STATION DESCRIPTION
 KO0122
 KO0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0122'6.4 MI SW FROM SCIPIO.
 KO0122'ABOUT 6.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE SCHOOLHOUSE
 KO0122'AT SCIPIO, MILLARD COUNTY, ABOUT 700 FEET NORTH OF AN ANGLE IN THE
 KO0122'HIGHWAY, AT A CULVERT, AND IN THE TOP OF THE NORTH HEAD WALL.  A
 KO0122'STANDARD DISK, STAMPED P 50 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0129 ***********************************************************************
 KN0129  DESIGNATION -  P 51
 KN0129  PID         -  KN0129
 KN0129  STATE/COUNTY-  UT/CARBON
 KN0129  COUNTRY     -  US
 KN0129  USGS QUAD   -  WELLINGTON (2017)
 KN0129
 KN0129                         *CURRENT SURVEY CONTROL
 KN0129  ______________________________________________________________________
 KN0129* NAD 83(1986) POSITION- 39 32 33.5    (N) 110 44 15.5    (W)   HD_HELD2
 KN0129* NAVD 88 ORTHO HEIGHT -  1650.999 (meters)     5416.65  (feet) ADJUSTED
 KN0129  ______________________________________________________________________
 KN0129  GEOID HEIGHT    -        -17.157 (meters)                     GEOID18
 KN0129  DYNAMIC HEIGHT  -       1649.417 (meters)     5411.46  (feet) COMP
 KN0129  MODELED GRAVITY -    979,610.4   (mgal)                       NAVD 88
 KN0129
 KN0129  VERT ORDER      -  SECOND    CLASS 0
 KN0129
 KN0129.The horizontal coordinates were established by autonomous hand held GPS
 KN0129.observations and have an estimated accuracy of +/- 10 meters.
 KN0129
 KN0129.The orthometric height was determined by differential leveling and
 KN0129.adjusted by the NATIONAL GEODETIC SURVEY
 KN0129.in June 1991.
 KN0129
 KN0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0129.GEOID18 height accuracy estimate available here.
 KN0129
 KN0129.Click photographs - Photos may exist for this station.
 KN0129
 KN0129.The dynamic height is computed by dividing the NAVD 88
 KN0129.geopotential number by the normal gravity value computed on the
 KN0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0129.degrees latitude (g = 980.6199 gals.).
 KN0129
 KN0129.The modeled gravity was interpolated from observed gravity values.
 KN0129
 KN0129;                    North         East    Units  Estimated Accuracy
 KN0129;SPC UT C     - 2,134,535.      565,527.      MT  (+/- 10 meters HH2 GPS)
 KN0129
 KN0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ2254377029(NAD 83)
 KN0129
 KN0129                          SUPERSEDED SURVEY CONTROL
 KN0129
 KN0129  NGVD 29 (??/??/92) 1649.983  (m)         5413.32   (f) ADJ UNCH    2 0
 KN0129
 KN0129.Superseded values are not recommended for survey control.
 KN0129
 KN0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0129.See file dsdata.pdf to determine how the superseded data were derived.
 KN0129
 KN0129_MARKER: DB = BENCH MARK DISK
 KN0129_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KN0129_SP_SET: PARAPET WALL
 KN0129_STAMPING: P 51 1934
 KN0129_MARK LOGO: CGS
 KN0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0129
 KN0129  HISTORY     - Date     Condition        Report By
 KN0129  HISTORY     - 1934     MONUMENTED       CGS
 KN0129  HISTORY     - 1979     GOOD             NGS
 KN0129  HISTORY     - 20101223 POOR             INDIV
 KN0129  HISTORY     - 20110526 POOR             GEOCAC
 KN0129  HISTORY     - 20190920 POOR             NGS
 KN0129
 KN0129                          STATION DESCRIPTION
 KN0129
 KN0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0129'IN WELLINGTON.
 KN0129'AT WELLINGTON, CARBON COUNTY, AT THE SOUTH SIDE OF THE PUBLIC SCHOOL
 KN0129'BUILDING, AT THE EAST END OF THE ENTRANCE STEPS, AND IN THE TOP OF THE
 KN0129'PARAPET WALL.  A STANDARD DISK, STAMPED P 51 1934.
 KN0129
 KN0129                          STATION RECOVERY (1979)
 KN0129
 KN0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KN0129'RECOVERED IN GOOD CONDITION.
 KN0129
 KN0129                          STATION RECOVERY (2010)
 KN0129
 KN0129'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BG)
 KN0129'MARK FOUND IN POOR CONDITION. PARAPET WALL IS DISINTEGRATING.
 KN0129
 KN0129                          STATION RECOVERY (2011)
 KN0129
 KN0129'RECOVERY NOTE BY GEOCACHING 2011 (BRB)
 KN0129'RECOVERED IN THE LOCATION DESCRIBED. NO TRACE OF THE DESIGNATION P51 -
 KN0129'1934 DETECTED ON THE DISK. PARAPET IS IN POOR CONDITION AND
 KN0129'DETERIORATING.
 KN0129
 KN0129                          STATION RECOVERY (2019)
 KN0129
 KN0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (DW)
 KN0129'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0001 ***********************************************************************
 KN0001  DESIGNATION -  P 52
 KN0001  PID         -  KN0001
 KN0001  STATE/COUNTY-  UT/DUCHESNE
 KN0001  COUNTRY     -  US
 KN0001  USGS QUAD   -  GILSONITE DRAW (2017)
 KN0001
 KN0001                         *CURRENT SURVEY CONTROL
 KN0001  ______________________________________________________________________
 KN0001* NAD 83(1986) POSITION- 39 58 00.     (N) 110 10 45.     (W)   SCALED
 KN0001* NAVD 88 ORTHO HEIGHT -  1930.277 (meters)     6332.92  (feet) ADJUSTED
 KN0001  ______________________________________________________________________
 KN0001  GEOID HEIGHT    -        -17.385 (meters)                     GEOID18
 KN0001  DYNAMIC HEIGHT  -       1928.342 (meters)     6326.57  (feet) COMP
 KN0001  MODELED GRAVITY -    979,555.5   (mgal)                       NAVD 88
 KN0001
 KN0001  VERT ORDER      -  SECOND    CLASS 0
 KN0001
 KN0001.The horizontal coordinates were scaled from a map and have
 KN0001.an estimated accuracy of +/- 6 seconds.
 KN0001
 KN0001.The orthometric height was determined by differential leveling and
 KN0001.adjusted by the NATIONAL GEODETIC SURVEY
 KN0001.in June 1991.
 KN0001
 KN0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0001.GEOID18 height accuracy estimate available here.
 KN0001
 KN0001.Click photographs - Photos may exist for this station.
 KN0001
 KN0001.The dynamic height is computed by dividing the NAVD 88
 KN0001.geopotential number by the normal gravity value computed on the
 KN0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0001.degrees latitude (g = 980.6199 gals.).
 KN0001
 KN0001.The modeled gravity was interpolated from observed gravity values.
 KN0001
 KN0001;                    North         East    Units  Estimated Accuracy
 KN0001;SPC UT C     - 2,182,160.      612,830.      MT  (+/- 180 meters Scaled)
 KN0001
 KN0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK701243(NAD 83)
 KN0001
 KN0001                          SUPERSEDED SURVEY CONTROL
 KN0001
 KN0001  NGVD 29 (??/??/92) 1928.974  (m)         6328.64   (f) ADJ UNCH    2 0
 KN0001
 KN0001.Superseded values are not recommended for survey control.
 KN0001
 KN0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0001.See file dsdata.pdf to determine how the superseded data were derived.
 KN0001
 KN0001_MARKER: DB = BENCH MARK DISK
 KN0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0001_STAMPING: P 52 1934
 KN0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0001+STABILITY: SURFACE MOTION
 KN0001
 KN0001  HISTORY     - Date     Condition        Report By
 KN0001  HISTORY     - 1934     MONUMENTED       CGS
 KN0001  HISTORY     - 1966     MARK NOT FOUND   USGS
 KN0001
 KN0001                          STATION DESCRIPTION
 KN0001
 KN0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0001'1.7 MI W FROM MYTON.
 KN0001'ABOUT 1.7 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE HIGHWAY TURN AT
 KN0001'MYTON, DUCHESNE COUNTY, THENCE ABOUT 16.8 MILES SOUTH ALONG STATE
 KN0001'HIGHWAY 53.  ABOUT 1.0 MILE SOUTH OF THE RUINS OF SOME STONE BUILDING,
 KN0001'IN A VALLEY WEST OF A WIDE DRAW OPENING IN THE EASTERN HILLS, AND 18
 KN0001'FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 KN0001'P 52 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KN0001
 KN0001                          STATION RECOVERY (1966)
 KN0001
 KN0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0001'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0443 ***********************************************************************
 LO0443  DESIGNATION -  P 54
 LO0443  PID         -  LO0443
 LO0443  STATE/COUNTY-  UT/UTAH
 LO0443  COUNTRY     -  US
 LO0443  USGS QUAD   -  BILLIES MOUNTAIN (2017)
 LO0443
 LO0443                         *CURRENT SURVEY CONTROL
 LO0443  ______________________________________________________________________
 LO0443* NAD 83(1986) POSITION- 40 03 38.     (N) 111 26 51.     (W)   SCALED
 LO0443* NAVD 88 ORTHO HEIGHT -  1565.944 (meters)     5137.60  (feet) ADJUSTED
 LO0443  ______________________________________________________________________
 LO0443  GEOID HEIGHT    -        -16.534 (meters)                     GEOID18
 LO0443  DYNAMIC HEIGHT  -       1564.500 (meters)     5132.86  (feet) COMP
 LO0443  MODELED GRAVITY -    979,649.2   (mgal)                       NAVD 88
 LO0443
 LO0443  VERT ORDER      -  SECOND    CLASS 0
 LO0443
 LO0443.The horizontal coordinates were scaled from a map and have
 LO0443.an estimated accuracy of +/- 6 seconds.
 LO0443
 LO0443.The orthometric height was determined by differential leveling and
 LO0443.adjusted by the NATIONAL GEODETIC SURVEY
 LO0443.in June 1991.
 LO0443
 LO0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0443.GEOID18 height accuracy estimate available here.
 LO0443
 LO0443.Click photographs - Photos may exist for this station.
 LO0443
 LO0443.The dynamic height is computed by dividing the NAVD 88
 LO0443.geopotential number by the normal gravity value computed on the
 LO0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0443.degrees latitude (g = 980.6199 gals.).
 LO0443
 LO0443.The modeled gravity was interpolated from observed gravity values.
 LO0443
 LO0443;                    North         East    Units  Estimated Accuracy
 LO0443;SPC UT C     - 2,191,760.      504,480.      MT  (+/- 180 meters Scaled)
 LO0443
 LO0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK618345(NAD 83)
 LO0443
 LO0443                          SUPERSEDED SURVEY CONTROL
 LO0443
 LO0443  NGVD 29 (??/??/92) 1564.861  (m)         5134.05   (f) ADJ UNCH    2 0
 LO0443
 LO0443.Superseded values are not recommended for survey control.
 LO0443
 LO0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0443.See file dsdata.pdf to determine how the superseded data were derived.
 LO0443
 LO0443_MARKER: DB = BENCH MARK DISK
 LO0443_SETTING: 80 = SET IN A BOULDER
 LO0443_STAMPING: P 54 1934
 LO0443_MARK LOGO: CGS
 LO0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0443+STABILITY: SURFACE MOTION
 LO0443
 LO0443  HISTORY     - Date     Condition        Report By
 LO0443  HISTORY     - 1934     MONUMENTED       CGS
 LO0443  HISTORY     - 1964     MARK NOT FOUND   CGS
 LO0443
 LO0443                          STATION DESCRIPTION
 LO0443
 LO0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0443'6.9 MI NE FROM THISTLE.
 LO0443'6.9 MILES NORTHEAST ALONG THE ROAD LEADING TO THE STRAWBERRY RESERVOIR
 LO0443'FROM THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION AT THISTLE,
 LO0443'UTAH COUNTY, 4 MILES NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 50, 15
 LO0443'FEET WEST OF THE CENTER LINE OF THE ROAD, AND IN A SANDSTONE BOULDER.
 LO0443'A STANDARD DISK, STAMPED P 54 1934.
 LO0443
 LO0443                          STATION RECOVERY (1964)
 LO0443
 LO0443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LO0443'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0053 ***********************************************************************
 LP0053  DESIGNATION -  P 56
 LP0053  PID         -  LP0053
 LP0053  STATE/COUNTY-  UT/UTAH
 LP0053  COUNTRY     -  US
 LP0053  USGS QUAD   -  CEDAR FORT (2017)
 LP0053
 LP0053                         *CURRENT SURVEY CONTROL
 LP0053  ______________________________________________________________________
 LP0053* NAD 83(1986) POSITION- 40 19 04.18   (N) 112 04 12.62   (W)   HD_HELD1
 LP0053* NAVD 88 ORTHO HEIGHT -  1493.284 (meters)     4899.22  (feet) ADJUSTED
 LP0053  ______________________________________________________________________
 LP0053  GEOID HEIGHT    -        -17.310 (meters)                     GEOID18
 LP0053  DYNAMIC HEIGHT  -       1492.000 (meters)     4895.00  (feet) COMP
 LP0053  MODELED GRAVITY -    979,713.2   (mgal)                       NAVD 88
 LP0053
 LP0053  VERT ORDER      -  SECOND    CLASS 0
 LP0053
 LP0053.The horizontal coordinates were determined by differentially corrected
 LP0053.hand held GPS observations or other comparable positioning techniques
 LP0053.and have an estimated accuracy of +/- 3 meters.
 LP0053
 LP0053.The orthometric height was determined by differential leveling and
 LP0053.adjusted by the NATIONAL GEODETIC SURVEY
 LP0053.in June 1991.
 LP0053
 LP0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0053.GEOID18 height accuracy estimate available here.
 LP0053
 LP0053.Click photographs - Photos may exist for this station.
 LP0053
 LP0053.The dynamic height is computed by dividing the NAVD 88
 LP0053.geopotential number by the normal gravity value computed on the
 LP0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0053.degrees latitude (g = 980.6199 gals.).
 LP0053
 LP0053.The modeled gravity was interpolated from observed gravity values.
 LP0053
 LP0053;                    North         East    Units  Estimated Accuracy
 LP0053;SPC UT C     - 2,220,473.7     451,540.8     MT  (+/- 3 meters HH1 GPS) 
 LP0053
 LP0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK0907463583(NAD 83)
 LP0053
 LP0053                          SUPERSEDED SURVEY CONTROL
 LP0053
 LP0053  NGVD 29 (??/??/92) 1492.240  (m)         4895.79   (f) ADJ UNCH    2 0
 LP0053
 LP0053.Superseded values are not recommended for survey control.
 LP0053
 LP0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0053.See file dsdata.pdf to determine how the superseded data were derived.
 LP0053
 LP0053_MARKER: DB = BENCH MARK DISK
 LP0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0053_STAMPING: P 56 1934
 LP0053_MARK LOGO: CGS
 LP0053_PROJECTION: PROJECTING 30 CENTIMETERS
 LP0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0053+STABILITY: SURFACE MOTION
 LP0053
 LP0053  HISTORY     - Date     Condition        Report By
 LP0053  HISTORY     - 1934     MONUMENTED       CGS
 LP0053  HISTORY     - 1945     GOOD             CGS
 LP0053
 LP0053                          STATION DESCRIPTION
 LP0053
 LP0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LP0053'14.5 MI NE FROM TOPLIFF.
 LP0053'14.5 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD, FROM THE WATER
 LP0053'TANK AT TOPLIFF ABOUT 0.2 MILE NORTHEAST OF AN OLD PUMPING STATION
 LP0053'SITE, 6 RAILS NORTHEAST OF BRIDGE NO. 15.04, 45.6 FEET SOUTHEAST OF
 LP0053'THE SOUTHEAST RAIL OF TRACK, ABOUT 3 FEET BELOW TRACK LEVEL, 2 FEET
 LP0053'NORTH OF REFERENCE POST.  BRONZE BENCH MARK DISK SET IN TOP OF A
 LP0053'CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0147 ***********************************************************************
 HO0147  DESIGNATION -  P 57
 HO0147  PID         -  HO0147
 HO0147  STATE/COUNTY-  UT/KANE
 HO0147  COUNTRY     -  US
 HO0147  USGS QUAD   -  SPRINGDALE EAST (2017)
 HO0147
 HO0147                         *CURRENT SURVEY CONTROL
 HO0147  ______________________________________________________________________
 HO0147* NAD 83(1986) POSITION- 37 13 33.80   (N) 112 53 22.92   (W)   HD_HELD1
 HO0147* NAVD 88 ORTHO HEIGHT -  1691.642 (meters)     5550.00  (feet) ADJUSTED
 HO0147  ______________________________________________________________________
 HO0147  GEOID HEIGHT    -        -22.121 (meters)                     GEOID18
 HO0147  DYNAMIC HEIGHT  -       1689.646 (meters)     5543.45  (feet) COMP
 HO0147  MODELED GRAVITY -    979,391.3   (mgal)                       NAVD 88
 HO0147
 HO0147  VERT ORDER      -  FIRST     CLASS II
 HO0147
 HO0147.The horizontal coordinates were determined by differentially corrected
 HO0147.hand held GPS observations or other comparable positioning techniques
 HO0147.and have an estimated accuracy of +/- 3 meters.
 HO0147
 HO0147.The orthometric height was determined by differential leveling and
 HO0147.adjusted by the NATIONAL GEODETIC SURVEY
 HO0147.in June 1991.
 HO0147
 HO0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0147.GEOID18 height accuracy estimate available here.
 HO0147
 HO0147.Click photographs - Photos may exist for this station.
 HO0147
 HO0147.The dynamic height is computed by dividing the NAVD 88
 HO0147.geopotential number by the normal gravity value computed on the
 HO0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0147.degrees latitude (g = 980.6199 gals.).
 HO0147
 HO0147.The modeled gravity was interpolated from observed gravity values.
 HO0147
 HO0147;                    North         East    Units  Estimated Accuracy
 HO0147;SPC UT S     - 3,062,999.3     376,672.4     MT  (+/- 3 meters HH1 GPS) 
 HO0147
 HO0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG3235221622(NAD 83)
 HO0147
 HO0147                          SUPERSEDED SURVEY CONTROL
 HO0147
 HO0147  NGVD 29 (??/??/92) 1690.611  (m)         5546.61   (f) ADJ UNCH    1 2
 HO0147
 HO0147.Superseded values are not recommended for survey control.
 HO0147
 HO0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0147.See file dsdata.pdf to determine how the superseded data were derived.
 HO0147
 HO0147_MARKER: DB = BENCH MARK DISK
 HO0147_SETTING: 66 = SET IN ROCK OUTCROP
 HO0147_STAMPING: P 57 1934
 HO0147_MARK LOGO: CGS
 HO0147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0147+STABILITY: POSITION/ELEVATION WELL
 HO0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0147+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2012
 HO0147
 HO0147  HISTORY     - Date     Condition        Report By
 HO0147  HISTORY     - 1934     MONUMENTED       CGS
 HO0147  HISTORY     - 1983     GOOD             NGS
 HO0147  HISTORY     - 20101208 GOOD             GEOCAC
 HO0147  HISTORY     - 20120611 GOOD             GEOCAC
 HO0147
 HO0147                          STATION DESCRIPTION
 HO0147
 HO0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0147'14.6 MI NE FROM ROCKVILLE.
 HO0147'IN KANE COUNTY, 14.6 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM
 HO0147'ROCKVILLE, WASHINGTON COUNTY, 60 FEET SOUTH OF A ROW OF POLES CARRYING
 HO0147'ONE WIRE, 45 FEET SOUTH OF A DRY WASH, 30 FEET NORTH OF THE CENTERLINE
 HO0147'OF THE HIGHWAY, AND IN THE TOP OF A RED SANDSTONE OUTCROP. A STANDARD
 HO0147'DISK, STAMPED P 57 1934.
 HO0147
 HO0147                          STATION RECOVERY (1983)
 HO0147
 HO0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0147'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.3 KM
 HO0147'(11.4 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF LATTER DAY
 HO0147'SAINTS IN SPRINGDALE, IN TOP OF AND 0.9 METER (3 FT) WEST OF THE EAST
 HO0147'END OF A 6- BY 24-FOOT SANDSTONE OUTCROP AND OPPOSITE OF A MASSIVE
 HO0147'HIGHWAY CUT ON THE INSIDE OF A CURVE, 0.33 KM (0.2 MI) NORTHEAST OF
 HO0147'THE EAST END OF THE BRIDGE OVER CLEAR CREEK, 9.1 METERS (30 FT) NORTH
 HO0147'OF THE HIGHWAY CENTERLINE, 0.9 METER (3 FT) SOUTH OF THE NORTH EDGE OF
 HO0147'THE OUTCROP.
 HO0147'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 HO0147
 HO0147                          STATION RECOVERY (2010)
 HO0147
 HO0147'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HO0147'ON TOP OF THE WESTERN MOST OF TWO SIMILAR ROCK OUTCROPS.
 HO0147
 HO0147                          STATION RECOVERY (2012)
 HO0147
 HO0147'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0147'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0430 ***********************************************************************
 MS0430  DESIGNATION -  P 59
 MS0430  PID         -  MS0430
 MS0430  STATE/COUNTY-  UT/BOX ELDER
 MS0430  COUNTRY     -  US
 MS0430  USGS QUAD   -  GROUSE CREEK (2017)
 MS0430
 MS0430                         *CURRENT SURVEY CONTROL
 MS0430  ______________________________________________________________________
 MS0430* NAD 83(1986) POSITION- 41 42 34.     (N) 113 53 00.     (W)   SCALED
 MS0430* NAVD 88 ORTHO HEIGHT -  1624.183 (meters)     5328.67  (feet) ADJUSTED
 MS0430  ______________________________________________________________________
 MS0430  GEOID HEIGHT    -        -15.637 (meters)                     GEOID18
 MS0430  DYNAMIC HEIGHT  -       1622.963 (meters)     5324.67  (feet) COMP
 MS0430  MODELED GRAVITY -    979,814.4   (mgal)                       NAVD 88
 MS0430
 MS0430  VERT ORDER      -  FIRST     CLASS II
 MS0430
 MS0430.The horizontal coordinates were scaled from a map and have
 MS0430.an estimated accuracy of +/- 6 seconds.
 MS0430
 MS0430.The orthometric height was determined by differential leveling and
 MS0430.adjusted by the NATIONAL GEODETIC SURVEY
 MS0430.in June 1991.
 MS0430
 MS0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0430.GEOID18 height accuracy estimate available here.
 MS0430
 MS0430.Click photographs - Photos may exist for this station.
 MS0430
 MS0430.The dynamic height is computed by dividing the NAVD 88
 MS0430.geopotential number by the normal gravity value computed on the
 MS0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0430.degrees latitude (g = 980.6199 gals.).
 MS0430
 MS0430.The modeled gravity was interpolated from observed gravity values.
 MS0430
 MS0430;                    North         East    Units  Estimated Accuracy
 MS0430;SPC UT N     - 1,155,540.      301,670.      MT  (+/- 180 meters Scaled)
 MS0430
 MS0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM601215(NAD 83)
 MS0430
 MS0430                          SUPERSEDED SURVEY CONTROL
 MS0430
 MS0430  NGVD 29 (??/??/92) 1623.043  (m)         5324.93   (f) ADJ UNCH    1 2
 MS0430
 MS0430.Superseded values are not recommended for survey control.
 MS0430
 MS0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0430.See file dsdata.pdf to determine how the superseded data were derived.
 MS0430
 MS0430_MARKER: DB = BENCH MARK DISK
 MS0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0430_STAMPING: P 59 1934
 MS0430_MARK LOGO: CGS
 MS0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0430+STABILITY: SURFACE MOTION
 MS0430
 MS0430  HISTORY     - Date     Condition        Report By
 MS0430  HISTORY     - 1934     MONUMENTED       CGS
 MS0430
 MS0430                          STATION DESCRIPTION
 MS0430
 MS0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0430'IN GROUSE CREEK.
 MS0430'AT GROUSE CREEK, BOX ELDER COUNTY, 275 FEET SOUTH OF THE CENTERLINE OF
 MS0430'THE FRONT ENTRANCE OF THE LATTER DAY SAINTS MEETING HOUSE, 80 FEET
 MS0430'SOUTHEAST OF THE CENTERLINE OF THE FRONT ENTRANCE TO THE PUBLIC
 MS0430'SCHOOL, 125 FEET NORTH OF THE SOUTHEAST CORNER OF THE SCHOOLYARD
 MS0430'FENCE, AND 30 FEET WEST OF THE CENTERLINE OF GROUSE CREEK ROAD.  A
 MS0430'STANDARD DISK, STAMPED P 59 1934 AND SET IN THE TOP OF A CONCRETE
 MS0430'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0168 ***********************************************************************
 LP0168  DESIGNATION -  P 6
 LP0168  PID         -  LP0168
 LP0168  STATE/COUNTY-  UT/TOOELE
 LP0168  COUNTRY     -  US
 LP0168  USGS QUAD   -  GOLD HILL (2017)
 LP0168
 LP0168                         *CURRENT SURVEY CONTROL
 LP0168  ______________________________________________________________________
 LP0168* NAD 83(1986) POSITION- 40 07 30.     (N) 113 45 03.     (W)   SCALED
 LP0168* NAVD 88 ORTHO HEIGHT -  1454.087 (meters)     4770.62  (feet) ADJUSTED
 LP0168  ______________________________________________________________________
 LP0168  GEOID HEIGHT    -        -19.021 (meters)                     GEOID18
 LP0168  DYNAMIC HEIGHT  -       1452.860 (meters)     4766.59  (feet) COMP
 LP0168  MODELED GRAVITY -    979,730.6   (mgal)                       NAVD 88
 LP0168
 LP0168  VERT ORDER      -  FIRST     CLASS II
 LP0168
 LP0168.The horizontal coordinates were scaled from a map and have
 LP0168.an estimated accuracy of +/- 6 seconds.
 LP0168
 LP0168.The orthometric height was determined by differential leveling and
 LP0168.adjusted by the NATIONAL GEODETIC SURVEY
 LP0168.in June 1991.
 LP0168
 LP0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0168.GEOID18 height accuracy estimate available here.
 LP0168
 LP0168.Click photographs - Photos may exist for this station.
 LP0168
 LP0168.The dynamic height is computed by dividing the NAVD 88
 LP0168.geopotential number by the normal gravity value computed on the
 LP0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0168.degrees latitude (g = 980.6199 gals.).
 LP0168
 LP0168.The modeled gravity was interpolated from observed gravity values.
 LP0168
 LP0168;                    North         East    Units  Estimated Accuracy
 LP0168;SPC UT C     - 2,201,320.      308,180.      MT  (+/- 180 meters Scaled)
 LP0168
 LP0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK656452(NAD 83)
 LP0168
 LP0168                          SUPERSEDED SURVEY CONTROL
 LP0168
 LP0168  NGVD 29 (??/??/92) 1453.047  (m)         4767.21   (f) ADJ UNCH    1 2
 LP0168
 LP0168.Superseded values are not recommended for survey control.
 LP0168
 LP0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0168.See file dsdata.pdf to determine how the superseded data were derived.
 LP0168
 LP0168_MARKER: DD = SURVEY DISK
 LP0168_SETTING: 66 = SET IN ROCK OUTCROP
 LP0168_STAMPING: P 6 1924
 LP0168_MARK LOGO: USGS
 LP0168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0168+STABILITY: POSITION/ELEVATION WELL
 LP0168
 LP0168  HISTORY     - Date     Condition        Report By
 LP0168  HISTORY     - 1924     MONUMENTED       USGS
 LP0168
 LP0168                          STATION DESCRIPTION
 LP0168
 LP0168'DESCRIBED BY US GEOLOGICAL SURVEY 1924
 LP0168'6.4 MI E FROM GOLD HILL.
 LP0168'ABOUT 6.4 MILES EAST ALONG THE OLD LINCOLN HIGHWAY FROM GOLD HILL,
 LP0168'TOOELE COUNTY, ABOUT 45 YARDS NORTH OF SOME GRANITE BOULDERS, 36 FEET
 LP0168'SOUTH OF AN ABANDONED ROAD PARALLEL TO THE HIGHWAY, AND IN A GRANITE
 LP0168'OUTCROP 89 FEET SOUTH OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 LP0168'SURVEY STANDARD DISK, STAMPED P 6 1924.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0278 ***********************************************************************
 MR0278  DESIGNATION -  P 61
 MR0278  PID         -  MR0278
 MR0278  STATE/COUNTY-  UT/RICH
 MR0278  COUNTRY     -  US
 MR0278  USGS QUAD   -  WOODRUFF (2017)
 MR0278
 MR0278                         *CURRENT SURVEY CONTROL
 MR0278  ______________________________________________________________________
 MR0278* NAD 83(2011) POSITION- 41 31 15.64963(N) 111 09 46.68909(W)   ADJUSTED
 MR0278* NAD 83(2011) ELLIP HT-  1918.397 (meters)        (07/08/20)   ADJUSTED
 MR0278* NAD 83(2011) EPOCH   -  2010.00
 MR0278* NAVD 88 ORTHO HEIGHT -  1933.636 (meters)     6343.94  (feet) ADJUSTED
 MR0278  ______________________________________________________________________
 MR0278  GEOID HEIGHT    -        -15.186 (meters)                     GEOID18
 MR0278  NAD 83(2011) X  - -1,727,081.092 (meters)                     COMP
 MR0278  NAD 83(2011) Y  - -4,461,230.794 (meters)                     COMP
 MR0278  NAD 83(2011) Z  -  4,207,191.636 (meters)                     COMP
 MR0278  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC18
 MR0278  DYNAMIC HEIGHT  -       1931.947 (meters)     6338.40  (feet) COMP
 MR0278  MODELED GRAVITY -    979,681.3   (mgal)                       NAVD 88
 MR0278
 MR0278  VERT ORDER      -  SECOND    CLASS 0
 MR0278
 MR0278  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MR0278  Standards:
 MR0278         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MR0278            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MR0278  -------------------------------------------------------------------
 MR0278  NETWORK    0.29   0.59           0.13   0.10   0.30      0.02035350
 MR0278  -------------------------------------------------------------------
 MR0278  Click here for local accuracies and other accuracy information.
 MR0278
 MR0278.The horizontal coordinates were established by GPS observations
 MR0278.and adjusted by the National Geodetic Survey in July 2020.
 MR0278
 MR0278.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MR0278.been affixed to the stable North American tectonic plate. See 
 MR0278.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MR0278
 MR0278.The horizontal coordinates are valid at the epoch date displayed above
 MR0278.which is a decimal equivalence of Year/Month/Day.
 MR0278
 MR0278.The orthometric height was determined by differential leveling and
 MR0278.adjusted by the NATIONAL GEODETIC SURVEY
 MR0278.in June 1991.
 MR0278
 MR0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0278.GEOID18 height accuracy estimate available here.
 MR0278
 MR0278.Click photographs - Photos may exist for this station.
 MR0278
 MR0278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MR0278
 MR0278.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0278
 MR0278.The ellipsoidal height was determined by GPS observations
 MR0278.and is referenced to NAD 83.
 MR0278
 MR0278.The dynamic height is computed by dividing the NAVD 88
 MR0278.geopotential number by the normal gravity value computed on the
 MR0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0278.degrees latitude (g = 980.6199 gals.).
 MR0278
 MR0278.The modeled gravity was interpolated from observed gravity values.
 MR0278
 MR0278. The following values were computed from the NAD 83(2011) position.
 MR0278
 MR0278;                    North         East     Units Scale Factor Converg.
 MR0278;SPC UT N     - 1,131,948.184   528,130.710   MT  0.99996794   +0 13 20.0
 MR0278;SPC UT N     - 3,713,733.33  1,732,708.84   sFT  0.99996794   +0 13 20.0
 MR0278;UTM  12      - 4,596,609.978   486,402.535   MT  0.99960228   -0 06 28.9
 MR0278
 MR0278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0278!SPC UT N     -   0.99969919  x   0.99996794  =   0.99966714
 MR0278!UTM  12      -   0.99969919  x   0.99960228  =   0.99930159
 MR0278
 MR0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL8640296609(NAD 83)
 MR0278
 MR0278                          SUPERSEDED SURVEY CONTROL
 MR0278
 MR0278  NGVD 29 (??/??/92) 1932.294  (m)         6339.53   (f) ADJ UNCH    2 0
 MR0278
 MR0278.Superseded values are not recommended for survey control.
 MR0278
 MR0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0278.See file dsdata.pdf to determine how the superseded data were derived.
 MR0278
 MR0278_MARKER: DB = BENCH MARK DISK
 MR0278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0278_SP_SET: BRIDGE
 MR0278_STAMPING: P 61 1934
 MR0278_MARK LOGO: CGS
 MR0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0278+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2015
 MR0278
 MR0278  HISTORY     - Date     Condition        Report By
 MR0278  HISTORY     - 1934     MONUMENTED       CGS
 MR0278  HISTORY     - 20101212 GOOD             GEOCAC
 MR0278  HISTORY     - 20151124 GOOD             UT-057
 MR0278
 MR0278                          STATION DESCRIPTION
 MR0278
 MR0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0278'IN WOODRUFF.
 MR0278'ON STATE HIGHWAY 3, ABOUT 500 FEET NORTHEAST OF THE NORTHEAST CORNER
 MR0278'OF THE SCHOOLHOUSE, AT A CONCRETE HIGHWAY BRIDGE, IN THE WEST
 MR0278'SIDEWALK, 18 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET
 MR0278'SOUTH OF THE NORTH END OF THE BRIDGE, AND 0.5 FEET EAST OF THE
 MR0278'HANDRAIL.
 MR0278
 MR0278                          STATION RECOVERY (2010)
 MR0278
 MR0278'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 MR0278'MARK IS NOW ABOUT TWELVE FEET SOUTH OF AN ADDITIONAL CONCRETE DECK
 MR0278'ADDED TO THE BRIDGE APPROACH.
 MR0278
 MR0278                          STATION RECOVERY (2015)
 MR0278
 MR0278'RECOVERY NOTE BY WEBER COUNTY UTAH 2015 (DJM)
 MR0278'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0065 ***********************************************************************
 LP0065  DESIGNATION -  P 62
 LP0065  PID         -  LP0065
 LP0065  STATE/COUNTY-  UT/TOOELE
 LP0065  COUNTRY     -  US
 LP0065  USGS QUAD   -  JOHNSON PASS (2017)
 LP0065
 LP0065                         *CURRENT SURVEY CONTROL
 LP0065  ______________________________________________________________________
 LP0065* NAD 83(1986) POSITION- 40 19 57.     (N) 112 31 08.     (W)   SCALED
 LP0065* NAVD 88 ORTHO HEIGHT -  1716.949 (meters)     5633.02  (feet) ADJUSTED
 LP0065  ______________________________________________________________________
 LP0065  GEOID HEIGHT    -        -17.548 (meters)                     GEOID18
 LP0065  DYNAMIC HEIGHT  -       1715.416 (meters)     5627.99  (feet) COMP
 LP0065  MODELED GRAVITY -    979,671.5   (mgal)                       NAVD 88
 LP0065
 LP0065  VERT ORDER      -  FIRST     CLASS II
 LP0065
 LP0065.The horizontal coordinates were scaled from a map and have
 LP0065.an estimated accuracy of +/- 6 seconds.
 LP0065
 LP0065.The orthometric height was determined by differential leveling and
 LP0065.adjusted by the NATIONAL GEODETIC SURVEY
 LP0065.in June 1991.
 LP0065
 LP0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0065.GEOID18 height accuracy estimate available here.
 LP0065
 LP0065.Click photographs - Photos may exist for this station.
 LP0065
 LP0065.The dynamic height is computed by dividing the NAVD 88
 LP0065.geopotential number by the normal gravity value computed on the
 LP0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0065.degrees latitude (g = 980.6199 gals.).
 LP0065
 LP0065.The modeled gravity was interpolated from observed gravity values.
 LP0065
 LP0065;                    North         East    Units  Estimated Accuracy
 LP0065;SPC UT C     - 2,222,440.      413,420.      MT  (+/- 180 meters Scaled)
 LP0065
 LP0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK709657(NAD 83)
 LP0065
 LP0065                          SUPERSEDED SURVEY CONTROL
 LP0065
 LP0065  NGVD 29 (??/??/92) 1715.780  (m)         5629.19   (f) ADJ UNCH    1 2
 LP0065
 LP0065.Superseded values are not recommended for survey control.
 LP0065
 LP0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0065.See file dsdata.pdf to determine how the superseded data were derived.
 LP0065
 LP0065_MARKER: DB = BENCH MARK DISK
 LP0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0065_STAMPING: P 62 1934
 LP0065_MARK LOGO: CGS
 LP0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0065+STABILITY: SURFACE MOTION
 LP0065
 LP0065  HISTORY     - Date     Condition        Report By
 LP0065  HISTORY     - 1934     MONUMENTED       CGS
 LP0065  HISTORY     - 19890714 MARK NOT FOUND   USGS
 LP0065
 LP0065                          STATION DESCRIPTION
 LP0065
 LP0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0065'5.2 MI W FROM ST JOHN.
 LP0065'ABOUT 5.2 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ST JOHN,
 LP0065'TOOELE COUNTY, ABOUT 18 YARDS SOUTHWEST OF THE CROSSING OF A DRY WASH,
 LP0065'19 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND IN LINE WITH A
 LP0065'FENCE.  A STANDARD DISK, STAMPED P 62 1934 AND SET IN THE TOP OF A
 LP0065'CONCRETE POST.
 LP0065
 LP0065                          STATION RECOVERY (1989)
 LP0065
 LP0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (RGB)
 LP0065'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0223 ***********************************************************************
 HM0223  DESIGNATION -  P 63
 HM0223  PID         -  HM0223
 HM0223  STATE/COUNTY-  UT/SAN JUAN
 HM0223  COUNTRY     -  US
 HM0223  USGS QUAD   -  BIG BENCH (2017)
 HM0223
 HM0223                         *CURRENT SURVEY CONTROL
 HM0223  ______________________________________________________________________
 HM0223* NAD 83(1986) POSITION- 37 26 04.     (N) 109 23 26.     (W)   SCALED
 HM0223* NAVD 88 ORTHO HEIGHT -  1572.225 (meters)     5158.21  (feet) ADJUSTED
 HM0223  ______________________________________________________________________
 HM0223  GEOID HEIGHT    -        -20.595 (meters)                     GEOID18
 HM0223  DYNAMIC HEIGHT  -       1570.426 (meters)     5152.31  (feet) COMP
 HM0223  MODELED GRAVITY -    979,431.3   (mgal)                       NAVD 88
 HM0223
 HM0223  VERT ORDER      -  FIRST     CLASS II
 HM0223
 HM0223.The horizontal coordinates were scaled from a map and have
 HM0223.an estimated accuracy of +/- 6 seconds.
 HM0223
 HM0223.The orthometric height was determined by differential leveling and
 HM0223.adjusted by the NATIONAL GEODETIC SURVEY
 HM0223.in June 1991.
 HM0223
 HM0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0223.GEOID18 height accuracy estimate available here.
 HM0223
 HM0223.Click photographs - Photos may exist for this station.
 HM0223
 HM0223.The dynamic height is computed by dividing the NAVD 88
 HM0223.geopotential number by the normal gravity value computed on the
 HM0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0223.degrees latitude (g = 980.6199 gals.).
 HM0223
 HM0223.The modeled gravity was interpolated from observed gravity values.
 HM0223
 HM0223;                    North         East    Units  Estimated Accuracy
 HM0223;SPC UT S     - 3,087,320.      686,670.      MT  (+/- 180 meters Scaled)
 HM0223
 HM0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG423442(NAD 83)
 HM0223
 HM0223                          SUPERSEDED SURVEY CONTROL
 HM0223
 HM0223  NGVD 29 (??/??/92) 1571.223  (m)         5154.92   (f) ADJ UNCH    1 2
 HM0223
 HM0223.Superseded values are not recommended for survey control.
 HM0223
 HM0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0223.See file dsdata.pdf to determine how the superseded data were derived.
 HM0223
 HM0223_MARKER: DB = BENCH MARK DISK
 HM0223_SETTING: 66 = SET IN ROCK OUTCROP
 HM0223_STAMPING: P 63 1934
 HM0223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0223+STABILITY: POSITION/ELEVATION WELL
 HM0223
 HM0223  HISTORY     - Date     Condition        Report By
 HM0223  HISTORY     - 1934     MONUMENTED       CGS
 HM0223  HISTORY     - 1962     GOOD             USGS
 HM0223  HISTORY     - 1984     MARK NOT FOUND   NGS
 HM0223
 HM0223                          STATION DESCRIPTION
 HM0223
 HM0223'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HM0223'11.0 MI N FROM BLUFF.
 HM0223'ABOUT 11.0 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE POST
 HM0223'OFFICE AT BLUFF, SAN JUAN COUNTY, THENCE ABOUT 5.3 MILES EAST ALONG
 HM0223'STATE HIGHWAY 262 TO THE CREST OF A HILL, THENCE ABOUT 790 FEET
 HM0223'SOUTHWEST ALONG THE OLD HIGHWAY LEADING DOWN INTO A CANYON, AT THE
 HM0223'WEST EDGE OF A MESA, 30 FEET SOUTH (NORMAL) OF THE CENTERLINE OF THE
 HM0223'OLD HIGHWAY, IN A ROCK LEDGE, AND ABOUT LEVEL WITH THE GROUND.  A
 HM0223'STANDARD DISK, STAMPED P 63 1934.
 HM0223
 HM0223                          STATION RECOVERY (1984)
 HM0223
 HM0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0223'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0309 ***********************************************************************
 LN0309  DESIGNATION -  P 64
 LN0309  PID         -  LN0309
 LN0309  STATE/COUNTY-  UT/UINTAH
 LN0309  COUNTRY     -  US
 LN0309  USGS QUAD   -  ROOSEVELT (2017)
 LN0309
 LN0309                         *CURRENT SURVEY CONTROL
 LN0309  ______________________________________________________________________
 LN0309* NAD 83(1986) POSITION- 40 18 08.     (N) 109 55 33.     (W)   SCALED
 LN0309* NAVD 88 ORTHO HEIGHT -  1552.812 (meters)     5094.52  (feet) ADJUSTED
 LN0309  ______________________________________________________________________
 LN0309  GEOID HEIGHT    -        -17.519 (meters)                     GEOID18
 LN0309  DYNAMIC HEIGHT  -       1551.372 (meters)     5089.79  (feet) COMP
 LN0309  MODELED GRAVITY -    979,644.9   (mgal)                       NAVD 88
 LN0309
 LN0309  VERT ORDER      -  FIRST     CLASS II
 LN0309
 LN0309.The horizontal coordinates were scaled from a map and have
 LN0309.an estimated accuracy of +/- 6 seconds.
 LN0309
 LN0309.The orthometric height was determined by differential leveling and
 LN0309.adjusted by the NATIONAL GEODETIC SURVEY
 LN0309.in June 1991.
 LN0309
 LN0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0309.GEOID18 height accuracy estimate available here.
 LN0309
 LN0309.Click photographs - Photos may exist for this station.
 LN0309
 LN0309.The dynamic height is computed by dividing the NAVD 88
 LN0309.geopotential number by the normal gravity value computed on the
 LN0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0309.degrees latitude (g = 980.6199 gals.).
 LN0309
 LN0309.The modeled gravity was interpolated from observed gravity values.
 LN0309
 LN0309;                    North         East    Units  Estimated Accuracy
 LN0309;SPC UT C     - 2,219,760.      633,810.      MT  (+/- 180 meters Scaled)
 LN0309
 LN0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK912618(NAD 83)
 LN0309
 LN0309                          SUPERSEDED SURVEY CONTROL
 LN0309
 LN0309  NGVD 29 (??/??/92) 1551.58   (m)         5090.5    (f) COMPUTED    1 2
 LN0309
 LN0309.Superseded values are not recommended for survey control.
 LN0309
 LN0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0309.See file dsdata.pdf to determine how the superseded data were derived.
 LN0309
 LN0309_MARKER: DB = BENCH MARK DISK
 LN0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0309_STAMPING: P 64 1934
 LN0309_MARK LOGO: CGS
 LN0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0309+STABILITY: SURFACE MOTION
 LN0309
 LN0309  HISTORY     - Date     Condition        Report By
 LN0309  HISTORY     - 1934     MONUMENTED       CGS
 LN0309
 LN0309                          STATION DESCRIPTION
 LN0309
 LN0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0309'3.5 MI E FROM ROOSEVELT.
 LN0309'IN UINTAH COUNTY, 3.5 MILES EAST ALONG U.S. HIGHWAY 40 FROM ROOSEVELT,
 LN0309'DUCHESNE COUNTY, 64 YARDS NORTHWEST OF A LOG CABIN, 50 FEET NORTH OF
 LN0309'THE CENTER LINE OF THE HIGHWAY, AND 45 FEET SOUTHEAST OF A
 LN0309'POWER-TRANSMISSION LINE POLE.  A STANDARD DISK, STAMPED P 64 1934 AND
 LN0309'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0103 ***********************************************************************
 KN0103  DESIGNATION -  P 65
 KN0103  PID         -  KN0103
 KN0103  STATE/COUNTY-  UT/DUCHESNE
 KN0103  COUNTRY     -  US
 KN0103  USGS QUAD   -  JONES HOLLOW (2017)
 KN0103
 KN0103                         *CURRENT SURVEY CONTROL
 KN0103  ______________________________________________________________________
 KN0103* NAD 83(1986) POSITION- 39 58 02.     (N) 110 38 03.     (W)   SCALED
 KN0103* NAVD 88 ORTHO HEIGHT -  2193.910 (meters)     7197.85  (feet) POSTED
 KN0103  ______________________________________________________________________
 KN0103  GEOID HEIGHT    -        -16.238 (meters)                     GEOID18
 KN0103  DYNAMIC HEIGHT  -       2191.60  (meters)     7190.3   (feet) COMP
 KN0103  MODELED GRAVITY -    979,492.9   (mgal)                       NAVD 88
 KN0103
 KN0103  VERT ORDER      -  * POSTED, SEE BELOW
 KN0103
 KN0103.The horizontal coordinates were scaled from a map and have
 KN0103.an estimated accuracy of +/- 6 seconds.
 KN0103
 KN0103.The orthometric height was determined by differential leveling
 KN0103.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KN0103
 KN0103.* This is a POSTED BENCH MARK height.
 KN0103
 KN0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0103.GEOID18 height accuracy estimate available here.
 KN0103
 KN0103.Click photographs - Photos may exist for this station.
 KN0103
 KN0103.The dynamic height is computed by dividing the NAVD 88
 KN0103.geopotential number by the normal gravity value computed on the
 KN0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0103.degrees latitude (g = 980.6199 gals.).
 KN0103
 KN0103.The modeled gravity was interpolated from observed gravity values.
 KN0103
 KN0103;                    North         East    Units  Estimated Accuracy
 KN0103;SPC UT C     - 2,181,750.      573,960.      MT  (+/- 180 meters Scaled)
 KN0103
 KN0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK312241(NAD 83)
 KN0103
 KN0103                          SUPERSEDED SURVEY CONTROL
 KN0103
 KN0103  NGVD 29 (??/??/92) 2192.543  (m)         7193.37   (f) ADJ UNCH    1 2
 KN0103
 KN0103.Superseded values are not recommended for survey control.
 KN0103
 KN0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0103.See file dsdata.pdf to determine how the superseded data were derived.
 KN0103
 KN0103_MARKER: DB = BENCH MARK DISK
 KN0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0103_STAMPING: P 65 1934
 KN0103_MARK LOGO: CGS
 KN0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0103+STABILITY: SURFACE MOTION
 KN0103
 KN0103  HISTORY     - Date     Condition        Report By
 KN0103  HISTORY     - 1934     MONUMENTED       CGS
 KN0103  HISTORY     - 1966     MARK NOT FOUND   USGS
 KN0103
 KN0103                          STATION DESCRIPTION
 KN0103
 KN0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0103'19.6 MI SW FROM DUCHESNE.
 KN0103'19.6 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM DUCHESNE, DUCHESNE
 KN0103'COUNTY, 42 FEET NORTHEAST OF POLE 1577, AND 22.5 FEET WEST OF THE
 KN0103'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED P 65 1934 AND
 KN0103'SET IN THE TOP OF A CONCRETE POST.
 KN0103
 KN0103                          STATION RECOVERY (1966)
 KN0103
 KN0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0103'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0139 ***********************************************************************
 LP0139  DESIGNATION -  P 67
 LP0139  PID         -  LP0139
 LP0139  STATE/COUNTY-  UT/TOOELE
 LP0139  COUNTRY     -  US
 LP0139  USGS QUAD   -  DUGWAY PROVING GROUND NW (2017)
 LP0139
 LP0139                         *CURRENT SURVEY CONTROL
 LP0139  ______________________________________________________________________
 LP0139* NAD 83(1986) POSITION- 40 10 30.     (N) 113 12 17.     (W)   SCALED
 LP0139* NAVD 88 ORTHO HEIGHT -  1310.716 (meters)     4300.24  (feet) ADJUSTED
 LP0139  ______________________________________________________________________
 LP0139  GEOID HEIGHT    -        -18.814 (meters)                     GEOID18
 LP0139  DYNAMIC HEIGHT  -       1309.628 (meters)     4296.67  (feet) COMP
 LP0139  MODELED GRAVITY -    979,750.3   (mgal)                       NAVD 88
 LP0139
 LP0139  VERT ORDER      -  FIRST     CLASS II
 LP0139
 LP0139.The horizontal coordinates were scaled from a map and have
 LP0139.an estimated accuracy of +/- 6 seconds.
 LP0139
 LP0139.The orthometric height was determined by differential leveling and
 LP0139.adjusted by the NATIONAL GEODETIC SURVEY
 LP0139.in June 1991.
 LP0139
 LP0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0139.GEOID18 height accuracy estimate available here.
 LP0139
 LP0139.Click photographs - Photos may exist for this station.
 LP0139
 LP0139.The dynamic height is computed by dividing the NAVD 88
 LP0139.geopotential number by the normal gravity value computed on the
 LP0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0139.degrees latitude (g = 980.6199 gals.).
 LP0139
 LP0139.The modeled gravity was interpolated from observed gravity values.
 LP0139
 LP0139;                    North         East    Units  Estimated Accuracy
 LP0139;SPC UT C     - 2,205,840.      354,820.      MT  (+/- 180 meters Scaled)
 LP0139
 LP0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK122495(NAD 83)
 LP0139
 LP0139                          SUPERSEDED SURVEY CONTROL
 LP0139
 LP0139  NGVD 29 (??/??/92) 1309.682  (m)         4296.85   (f) ADJ UNCH    1 2
 LP0139
 LP0139.Superseded values are not recommended for survey control.
 LP0139
 LP0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0139.See file dsdata.pdf to determine how the superseded data were derived.
 LP0139
 LP0139_MARKER: DB = BENCH MARK DISK
 LP0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0139_STAMPING: P 67 1934
 LP0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0139+STABILITY: SURFACE MOTION
 LP0139
 LP0139  HISTORY     - Date     Condition        Report By
 LP0139  HISTORY     - 1934     MONUMENTED       CGS
 LP0139
 LP0139                          STATION DESCRIPTION
 LP0139
 LP0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0139'30.3 MI W FROM ORRS RANCH.
 LP0139'ABOUT 30.3 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0139'TOOELE COUNTY, AND 35 FEET NORTHWEST OF THE CENTER LINE OF THE
 LP0139'HIGHWAY.  A STANDARD DISK, STAMPED P 67 1934 AND SET IN THE TOP OF A
 LP0139'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0180 ***********************************************************************
 LP0180  DESIGNATION -  P 68
 LP0180  PID         -  LP0180
 LP0180  STATE/COUNTY-  UT/TOOELE
 LP0180  COUNTRY     -  US
 LP0180  USGS QUAD   -  IBAPAH (2017)
 LP0180
 LP0180                         *CURRENT SURVEY CONTROL
 LP0180  ______________________________________________________________________
 LP0180* NAD 83(1986) POSITION- 40 02 47.     (N) 113 59 00.     (W)   SCALED
 LP0180* NAVD 88 ORTHO HEIGHT -  1604.256 (meters)     5263.30  (feet) ADJUSTED
 LP0180  ______________________________________________________________________
 LP0180  GEOID HEIGHT    -        -19.031 (meters)                     GEOID18
 LP0180  DYNAMIC HEIGHT  -       1602.788 (meters)     5258.48  (feet) COMP
 LP0180  MODELED GRAVITY -    979,654.7   (mgal)                       NAVD 88
 LP0180
 LP0180  VERT ORDER      -  FIRST     CLASS II
 LP0180
 LP0180.The horizontal coordinates were scaled from a map and have
 LP0180.an estimated accuracy of +/- 6 seconds.
 LP0180
 LP0180.The orthometric height was determined by differential leveling and
 LP0180.adjusted by the NATIONAL GEODETIC SURVEY
 LP0180.in June 1991.
 LP0180
 LP0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0180.GEOID18 height accuracy estimate available here.
 LP0180
 LP0180.Click photographs - Photos may exist for this station.
 LP0180
 LP0180.The dynamic height is computed by dividing the NAVD 88
 LP0180.geopotential number by the normal gravity value computed on the
 LP0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0180.degrees latitude (g = 980.6199 gals.).
 LP0180
 LP0180.The modeled gravity was interpolated from observed gravity values.
 LP0180
 LP0180;                    North         East    Units  Estimated Accuracy
 LP0180;SPC UT C     - 2,193,120.      288,130.      MT  (+/- 180 meters Scaled)
 LP0180
 LP0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK454371(NAD 83)
 LP0180
 LP0180                          SUPERSEDED SURVEY CONTROL
 LP0180
 LP0180  NGVD 29 (??/??/92) 1603.137  (m)         5259.63   (f) ADJ UNCH    1 2
 LP0180
 LP0180.Superseded values are not recommended for survey control.
 LP0180
 LP0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0180.See file dsdata.pdf to determine how the superseded data were derived.
 LP0180
 LP0180_MARKER: DB = BENCH MARK DISK
 LP0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0180_STAMPING: P 68 1934
 LP0180_MARK LOGO: CGS
 LP0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0180+STABILITY: SURFACE MOTION
 LP0180
 LP0180  HISTORY     - Date     Condition        Report By
 LP0180  HISTORY     - 1934     MONUMENTED       CGS
 LP0180  HISTORY     - 1974     GOOD             NGS
 LP0180
 LP0180                          STATION DESCRIPTION
 LP0180
 LP0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0180'0.7 MI N FROM IBAPAH.
 LP0180'ABOUT 0.7 MILE NORTH ALONG THE OLD LINCOLN HIGHWAY FROM THE POST
 LP0180'OFFICE AT IBAPAH, TOOELE COUNTY, ABOUT 30 YARDS SOUTH OF THE JUNCTION
 LP0180'OF A PRIVATE ROAD LEADING SOUTHWEST, AND 30 FEET EAST OF THE CENTER
 LP0180'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED P 68 1934 AND SET IN
 LP0180'THE TOP OF A CONCRETE POST.
 LP0180
 LP0180                          STATION RECOVERY (1974)
 LP0180
 LP0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LP0180'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0335 ***********************************************************************
 KO0335  DESIGNATION -  P 74
 KO0335  PID         -  KO0335
 KO0335  STATE/COUNTY-  UT/MILLARD
 KO0335  COUNTRY     -  US
 KO0335  USGS QUAD   -  NORTH KNOLL SPRING (2017)
 KO0335
 KO0335                         *CURRENT SURVEY CONTROL
 KO0335  ______________________________________________________________________
 KO0335* NAD 83(1986) POSITION- 39 16 11.     (N) 113 50 06.     (W)   SCALED
 KO0335* NAVD 88 ORTHO HEIGHT -  1530.837 (meters)     5022.42  (feet) ADJUSTED
 KO0335  ______________________________________________________________________
 KO0335  GEOID HEIGHT    -        -20.072 (meters)                     GEOID18
 KO0335  DYNAMIC HEIGHT  -       1529.388 (meters)     5017.67  (feet) COMP
 KO0335  MODELED GRAVITY -    979,626.5   (mgal)                       NAVD 88
 KO0335
 KO0335  VERT ORDER      -  SECOND    CLASS 0
 KO0335
 KO0335.The horizontal coordinates were scaled from a map and have
 KO0335.an estimated accuracy of +/- 6 seconds.
 KO0335
 KO0335.The orthometric height was determined by differential leveling and
 KO0335.adjusted by the NATIONAL GEODETIC SURVEY
 KO0335.in June 1991.
 KO0335
 KO0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0335.GEOID18 height accuracy estimate available here.
 KO0335
 KO0335.Click photographs - Photos may exist for this station.
 KO0335
 KO0335.The dynamic height is computed by dividing the NAVD 88
 KO0335.geopotential number by the normal gravity value computed on the
 KO0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0335.degrees latitude (g = 980.6199 gals.).
 KO0335
 KO0335.The modeled gravity was interpolated from observed gravity values.
 KO0335
 KO0335;                    North         East    Units  Estimated Accuracy
 KO0335;SPC UT C     - 2,106,590.      298,530.      MT  (+/- 180 meters Scaled)
 KO0335
 KO0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ554505(NAD 83)
 KO0335
 KO0335                          SUPERSEDED SURVEY CONTROL
 KO0335
 KO0335  NGVD 29 (??/??/92) 1529.744  (m)         5018.84   (f) ADJ UNCH    2 0
 KO0335
 KO0335.Superseded values are not recommended for survey control.
 KO0335
 KO0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0335.See file dsdata.pdf to determine how the superseded data were derived.
 KO0335
 KO0335_MARKER: DB = BENCH MARK DISK
 KO0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0335_STAMPING: P 74 1934
 KO0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0335+STABILITY: SURFACE MOTION
 KO0335
 KO0335  HISTORY     - Date     Condition        Report By
 KO0335  HISTORY     - 1934     MONUMENTED       CGS
 KO0335
 KO0335                          STATION DESCRIPTION
 KO0335
 KO0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0335'9.6 MI E FROM ROBISONS RANCH.
 KO0335'9.6 MILES EAST ALONG U.S. HIGHWAY 6 FROM ROBISONS RANCH, MILLARD
 KO0335'COUNTY, 0.4 MILE NORTHWEST OF A LARGE ROUND HILL, AND 52 FEET NORTH OF
 KO0335'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED P 74 1934
 KO0335'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0360 ***********************************************************************
 KO0360  DESIGNATION -  P 75
 KO0360  PID         -  KO0360
 KO0360  STATE/COUNTY-  UT/JUAB
 KO0360  COUNTRY     -  US
 KO0360  USGS QUAD   -  TROUT CREEK (2017)
 KO0360
 KO0360                         *CURRENT SURVEY CONTROL
 KO0360  ______________________________________________________________________
 KO0360* NAD 83(1986) POSITION- 39 39 58.     (N) 113 52 24.     (W)   SCALED
 KO0360* NAVD 88 ORTHO HEIGHT -  1459.677 (meters)     4788.96  (feet) ADJUSTED
 KO0360  ______________________________________________________________________
 KO0360  GEOID HEIGHT    -        -19.517 (meters)                     GEOID18
 KO0360  DYNAMIC HEIGHT  -       1458.328 (meters)     4784.53  (feet) COMP
 KO0360  MODELED GRAVITY -    979,651.8   (mgal)                       NAVD 88
 KO0360
 KO0360  VERT ORDER      -  SECOND    CLASS 0
 KO0360
 KO0360.The horizontal coordinates were scaled from a map and have
 KO0360.an estimated accuracy of +/- 6 seconds.
 KO0360
 KO0360.The orthometric height was determined by differential leveling and
 KO0360.adjusted by the NATIONAL GEODETIC SURVEY
 KO0360.in June 1991.
 KO0360
 KO0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0360.GEOID18 height accuracy estimate available here.
 KO0360
 KO0360.Click photographs - Photos may exist for this station.
 KO0360
 KO0360.The dynamic height is computed by dividing the NAVD 88
 KO0360.geopotential number by the normal gravity value computed on the
 KO0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0360.degrees latitude (g = 980.6199 gals.).
 KO0360
 KO0360.The modeled gravity was interpolated from observed gravity values.
 KO0360
 KO0360;                    North         East    Units  Estimated Accuracy
 KO0360;SPC UT C     - 2,150,660.      296,390.      MT  (+/- 180 meters Scaled)
 KO0360
 KO0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ535946(NAD 83)
 KO0360
 KO0360                          SUPERSEDED SURVEY CONTROL
 KO0360
 KO0360  NGVD 29 (??/??/92) 1458.587  (m)         4785.38   (f) ADJ UNCH    2 0
 KO0360
 KO0360.Superseded values are not recommended for survey control.
 KO0360
 KO0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0360.See file dsdata.pdf to determine how the superseded data were derived.
 KO0360
 KO0360_MARKER: DB = BENCH MARK DISK
 KO0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0360_STAMPING: P 75 1934
 KO0360_MARK LOGO: CGS
 KO0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0360+STABILITY: SURFACE MOTION
 KO0360
 KO0360  HISTORY     - Date     Condition        Report By
 KO0360  HISTORY     - 1934     MONUMENTED       CGS
 KO0360
 KO0360                          STATION DESCRIPTION
 KO0360
 KO0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0360'3.1 MI S FROM TROUT CREEK.
 KO0360'3.1 MILES SOUTH ALONG THE ROAD LEADING TO ROBINSON RANCH FROM THE OLD
 KO0360'POST OFFICE AT TROUT CREEK, AT THE NORTH END OF THE SHORT S CURVE, AND
 KO0360'41 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD.  SET IN THE TOP OF A
 KO0360'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0184 ***********************************************************************
 LP0184  DESIGNATION -  P 76
 LP0184  PID         -  LP0184
 LP0184  STATE/COUNTY-  UT/TOOELE
 LP0184  COUNTRY     -  US
 LP0184  USGS QUAD   -  GOLD HILL (2017)
 LP0184
 LP0184                         *CURRENT SURVEY CONTROL
 LP0184  ______________________________________________________________________
 LP0184* NAD 83(1986) POSITION- 40 12 53.     (N) 113 48 09.     (W)   SCALED
 LP0184* NAVD 88 ORTHO HEIGHT -  1433.092 (meters)     4701.74  (feet) ADJUSTED
 LP0184  ______________________________________________________________________
 LP0184  GEOID HEIGHT    -        -18.914 (meters)                     GEOID18
 LP0184  DYNAMIC HEIGHT  -       1431.900 (meters)     4697.83  (feet) COMP
 LP0184  MODELED GRAVITY -    979,743.3   (mgal)                       NAVD 88
 LP0184
 LP0184  VERT ORDER      -  SECOND    CLASS 0
 LP0184
 LP0184.The horizontal coordinates were scaled from a map and have
 LP0184.an estimated accuracy of +/- 6 seconds.
 LP0184
 LP0184.The orthometric height was determined by differential leveling and
 LP0184.adjusted by the NATIONAL GEODETIC SURVEY
 LP0184.in June 1991.
 LP0184
 LP0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0184.GEOID18 height accuracy estimate available here.
 LP0184
 LP0184.Click photographs - Photos may exist for this station.
 LP0184
 LP0184.The dynamic height is computed by dividing the NAVD 88
 LP0184.geopotential number by the normal gravity value computed on the
 LP0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0184.degrees latitude (g = 980.6199 gals.).
 LP0184
 LP0184.The modeled gravity was interpolated from observed gravity values.
 LP0184
 LP0184;                    North         East    Units  Estimated Accuracy
 LP0184;SPC UT C     - 2,211,390.      304,040.      MT  (+/- 180 meters Scaled)
 LP0184
 LP0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK615553(NAD 83)
 LP0184
 LP0184                          SUPERSEDED SURVEY CONTROL
 LP0184
 LP0184  NGVD 29 (??/??/92) 1432.074  (m)         4698.40   (f) ADJ UNCH    2 0
 LP0184
 LP0184.Superseded values are not recommended for survey control.
 LP0184
 LP0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0184.See file dsdata.pdf to determine how the superseded data were derived.
 LP0184
 LP0184_MARKER: DB = BENCH MARK DISK
 LP0184_SETTING: 80 = SET IN A BOULDER
 LP0184_STAMPING: P 76 1934
 LP0184_MARK LOGO: CGS
 LP0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0184+STABILITY: SURFACE MOTION
 LP0184
 LP0184  HISTORY     - Date     Condition        Report By
 LP0184  HISTORY     - 1934     MONUMENTED       CGS
 LP0184
 LP0184                          STATION DESCRIPTION
 LP0184
 LP0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0184'3.8 MI N FROM GOLD HILL.
 LP0184'ABOUT 3.8 MILES NORTH ALONG THE DEEP CREEK RAILROAD FROM THE STATION
 LP0184'AT GOLD HILL, TOOELE COUNTY, 30 FEET NORTHWEST OF THE SECOND POLE
 LP0184'NORTH OF MILEPOST 41, 36 FEET EAST OF THE CENTER LINE OF THE TRACK,
 LP0184'AND IN THE TOP OF A FLAT BOULDER FLUSH WITH THE GROUND.  A STANDARD
 LP0184'DISK, STAMPED P 76 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0109 ***********************************************************************
 LP0109  DESIGNATION -  P 77
 LP0109  PID         -  LP0109
 LP0109  STATE/COUNTY-  UT/TOOELE
 LP0109  COUNTRY     -  US
 LP0109  USGS QUAD   -  LOW (2017)
 LP0109
 LP0109                         *CURRENT SURVEY CONTROL
 LP0109  ______________________________________________________________________
 LP0109* NAD 83(1986) POSITION- 40 45 40.     (N) 112 59 28.     (W)   SCALED
 LP0109* NAVD 88 ORTHO HEIGHT -  1405.758 (meters)     4612.06  (feet) ADJUSTED
 LP0109  ______________________________________________________________________
 LP0109  GEOID HEIGHT    -        -17.590 (meters)                     GEOID18
 LP0109  DYNAMIC HEIGHT  -       1404.666 (meters)     4608.48  (feet) COMP
 LP0109  MODELED GRAVITY -    979,798.3   (mgal)                       NAVD 88
 LP0109
 LP0109  VERT ORDER      -  SECOND    CLASS 0
 LP0109
 LP0109.The horizontal coordinates were scaled from a map and have
 LP0109.an estimated accuracy of +/- 6 seconds.
 LP0109
 LP0109.The orthometric height was determined by differential leveling and
 LP0109.adjusted by the NATIONAL GEODETIC SURVEY
 LP0109.in June 1991.
 LP0109
 LP0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0109.GEOID18 height accuracy estimate available here.
 LP0109
 LP0109.Click photographs - Photos may exist for this station.
 LP0109
 LP0109.The dynamic height is computed by dividing the NAVD 88
 LP0109.geopotential number by the normal gravity value computed on the
 LP0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0109.degrees latitude (g = 980.6199 gals.).
 LP0109
 LP0109.The modeled gravity was interpolated from observed gravity values.
 LP0109
 LP0109;                    North         East    Units  Estimated Accuracy
 LP0109;SPC UT C     - 2,270,590.      374,100.      MT  (+/- 180 meters Scaled)
 LP0109
 LP0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL319141(NAD 83)
 LP0109
 LP0109                          SUPERSEDED SURVEY CONTROL
 LP0109
 LP0109  NGVD 29 (??/??/92) 1404.709  (m)         4608.62   (f) ADJ UNCH    2 0
 LP0109
 LP0109.Superseded values are not recommended for survey control.
 LP0109
 LP0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0109.See file dsdata.pdf to determine how the superseded data were derived.
 LP0109
 LP0109_MARKER: DB = BENCH MARK DISK
 LP0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0109_STAMPING: P 77 1934
 LP0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0109+STABILITY: SURFACE MOTION
 LP0109
 LP0109  HISTORY     - Date     Condition        Report By
 LP0109  HISTORY     - 1934     MONUMENTED       CGS
 LP0109  HISTORY     - 1973     POOR             USGS
 LP0109
 LP0109                          STATION DESCRIPTION
 LP0109
 LP0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0109'17.6 MI E FROM KNOLLS.
 LP0109'17.6 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM KNOLLS, TOOELE
 LP0109'COUNTY, 90 FEET WEST OF THE FOURTH POLE SOUTH OF MILEPOST 863, 72 FEET
 LP0109'NORTHEAST OF TELEPHONE POLE 557, 45 FEET WEST OF THE CENTERLINE OF THE
 LP0109'TRACK, AND ABOUT 3 FEET HIGHER THAN THE RAIL.  A STANDARD DISK,
 LP0109'STAMPED P 77 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LP0109
 LP0109                          STATION RECOVERY (1973)
 LP0109
 LP0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LP0109'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0329 ***********************************************************************
 KO0329  DESIGNATION -  P 78
 KO0329  PID         -  KO0329
 KO0329  STATE/COUNTY-  UT/MILLARD
 KO0329  COUNTRY     -  US
 KO0329  USGS QUAD   -  LADY LAIRD PEAK (2017)
 KO0329
 KO0329                         *CURRENT SURVEY CONTROL
 KO0329  ______________________________________________________________________
 KO0329* NAD 83(1986) POSITION- 39 30 13.     (N) 113 01 06.     (W)   SCALED
 KO0329* NAVD 88 ORTHO HEIGHT -  1677.319 (meters)     5503.00  (feet) ADJUSTED
 KO0329  ______________________________________________________________________
 KO0329  GEOID HEIGHT    -        -19.393 (meters)                     GEOID18
 KO0329  DYNAMIC HEIGHT  -       1675.728 (meters)     5497.78  (feet) COMP
 KO0329  MODELED GRAVITY -    979,618.9   (mgal)                       NAVD 88
 KO0329
 KO0329  VERT ORDER      -  SECOND    CLASS 0
 KO0329
 KO0329.The horizontal coordinates were scaled from a map and have
 KO0329.an estimated accuracy of +/- 6 seconds.
 KO0329
 KO0329.The orthometric height was determined by differential leveling and
 KO0329.adjusted by the NATIONAL GEODETIC SURVEY
 KO0329.in June 1991.
 KO0329
 KO0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0329.GEOID18 height accuracy estimate available here.
 KO0329
 KO0329.Click photographs - Photos may exist for this station.
 KO0329
 KO0329.The dynamic height is computed by dividing the NAVD 88
 KO0329.geopotential number by the normal gravity value computed on the
 KO0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0329.degrees latitude (g = 980.6199 gals.).
 KO0329
 KO0329.The modeled gravity was interpolated from observed gravity values.
 KO0329
 KO0329;                    North         East    Units  Estimated Accuracy
 KO0329;SPC UT C     - 2,131,030.      369,430.      MT  (+/- 180 meters Scaled)
 KO0329
 KO0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ264746(NAD 83)
 KO0329
 KO0329                          SUPERSEDED SURVEY CONTROL
 KO0329
 KO0329  NGVD 29 (??/??/92) 1676.154  (m)         5499.18   (f) ADJ UNCH    2 0
 KO0329
 KO0329.Superseded values are not recommended for survey control.
 KO0329
 KO0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0329.See file dsdata.pdf to determine how the superseded data were derived.
 KO0329
 KO0329_MARKER: DB = BENCH MARK DISK
 KO0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0329_STAMPING: P 78 1934
 KO0329_MARK LOGO: CGS
 KO0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0329+STABILITY: SURFACE MOTION
 KO0329
 KO0329  HISTORY     - Date     Condition        Report By
 KO0329  HISTORY     - 1934     MONUMENTED       CGS
 KO0329
 KO0329                          STATION DESCRIPTION
 KO0329
 KO0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0329'19.4 MI NW FROM ABRAHAM.
 KO0329'19.4 MILES NORTHWEST ALONG THE HINCKLEY-CALLAO ROAD FROM ABRAHAM. 112
 KO0329'FEET NORTHWEST OF LARGE ROUND HILL, 60 FEET NORTHWEST OF A SHARP CURVE
 KO0329'TO WEST, AND 33 FEET NORTH OF CENTERLINE OF ROAD.  SET IN TOP OF
 KO0329'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0378 ***********************************************************************
 KO0378  DESIGNATION -  P 79
 KO0378  PID         -  KO0378
 KO0378  STATE/COUNTY-  UT/JUAB
 KO0378  COUNTRY     -  US
 KO0378  USGS QUAD   -  BOYD STATION (2017)
 KO0378
 KO0378                         *CURRENT SURVEY CONTROL
 KO0378  ______________________________________________________________________
 KO0378* NAD 83(1986) POSITION- 39 51 23.     (N) 113 30 08.     (W)   SCALED
 KO0378* NAVD 88 ORTHO HEIGHT -  1322.648 (meters)     4339.39  (feet) ADJUSTED
 KO0378  ______________________________________________________________________
 KO0378  GEOID HEIGHT    -        -19.401 (meters)                     GEOID18
 KO0378  DYNAMIC HEIGHT  -       1321.526 (meters)     4335.71  (feet) COMP
 KO0378  MODELED GRAVITY -    979,732.3   (mgal)                       NAVD 88
 KO0378
 KO0378  VERT ORDER      -  SECOND    CLASS 0
 KO0378
 KO0378.The horizontal coordinates were scaled from a map and have
 KO0378.an estimated accuracy of +/- 6 seconds.
 KO0378
 KO0378.The orthometric height was determined by differential leveling and
 KO0378.adjusted by the NATIONAL GEODETIC SURVEY
 KO0378.in June 1991.
 KO0378
 KO0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0378.GEOID18 height accuracy estimate available here.
 KO0378
 KO0378.Click photographs - Photos may exist for this station.
 KO0378
 KO0378.The dynamic height is computed by dividing the NAVD 88
 KO0378.geopotential number by the normal gravity value computed on the
 KO0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0378.degrees latitude (g = 980.6199 gals.).
 KO0378
 KO0378.The modeled gravity was interpolated from observed gravity values.
 KO0378
 KO0378;                    North         East    Units  Estimated Accuracy
 KO0378;SPC UT C     - 2,171,010.      328,700.      MT  (+/- 180 meters Scaled)
 KO0378
 KO0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK859148(NAD 83)
 KO0378
 KO0378                          SUPERSEDED SURVEY CONTROL
 KO0378
 KO0378  NGVD 29 (??/??/92) 1321.644  (m)         4336.09   (f) ADJ UNCH    2 0
 KO0378
 KO0378.Superseded values are not recommended for survey control.
 KO0378
 KO0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0378.See file dsdata.pdf to determine how the superseded data were derived.
 KO0378
 KO0378_MARKER: DB = BENCH MARK DISK
 KO0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0378_STAMPING: P 79 1934
 KO0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0378+STABILITY: SURFACE MOTION
 KO0378
 KO0378  HISTORY     - Date     Condition        Report By
 KO0378  HISTORY     - 1934     MONUMENTED       CGS
 KO0378  HISTORY     - 1967     GOOD             USGS
 KO0378
 KO0378                          STATION DESCRIPTION
 KO0378
 KO0378'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 KO0378'6.6 MI W FROM FISH SPRINGS.
 KO0378'6.6 MI WEST ALONG THE HINCKLEY-CALLAO ROAD FROM FISH SPRINGS.  FISH
 KO0378'SPRINGS NATIONAL WILDLIFE REFUGE HEADQUARTERS, 8.1 MI NORTH AND WEST
 KO0378'OF ALONG THE PONY EXPRESS ROAD, THENCE 2.5 MI SW ALONG OLD
 KO0378'HINCKLEY-CALLAO ROAD, AT ROAD FORK, 33 FT SE OF NE-SW ROAD, 16 FT
 KO0378'NORTH OF E-W ROAD, PROJECTING 0.5 FT.  SET IN TOP OF CONCRETE POST.
 KO0378'HORIZONTAL POSITON ESTABLISHED IN 1967.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0173 ***********************************************************************
 LP0173  DESIGNATION -  P 8
 LP0173  PID         -  LP0173
 LP0173  STATE/COUNTY-  UT/TOOELE
 LP0173  COUNTRY     -  US
 LP0173  USGS QUAD   -  GOLD HILL (2017)
 LP0173
 LP0173                         *CURRENT SURVEY CONTROL
 LP0173  ______________________________________________________________________
 LP0173* NAD 83(1986) POSITION- 40 09 57.     (N) 113 49 51.     (W)   SCALED
 LP0173* NAVD 88 ORTHO HEIGHT -  1623.150 (meters)     5325.28  (feet) ADJUSTED
 LP0173  ______________________________________________________________________
 LP0173  GEOID HEIGHT    -        -18.859 (meters)                     GEOID18
 LP0173  DYNAMIC HEIGHT  -       1621.736 (meters)     5320.65  (feet) COMP
 LP0173  MODELED GRAVITY -    979,696.5   (mgal)                       NAVD 88
 LP0173
 LP0173  VERT ORDER      -  FIRST     CLASS II
 LP0173
 LP0173.The horizontal coordinates were scaled from a map and have
 LP0173.an estimated accuracy of +/- 6 seconds.
 LP0173
 LP0173.The orthometric height was determined by differential leveling and
 LP0173.adjusted by the NATIONAL GEODETIC SURVEY
 LP0173.in June 1991.
 LP0173
 LP0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0173.GEOID18 height accuracy estimate available here.
 LP0173
 LP0173.Click photographs - Photos may exist for this station.
 LP0173
 LP0173.The dynamic height is computed by dividing the NAVD 88
 LP0173.geopotential number by the normal gravity value computed on the
 LP0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0173.degrees latitude (g = 980.6199 gals.).
 LP0173
 LP0173.The modeled gravity was interpolated from observed gravity values.
 LP0173
 LP0173;                    North         East    Units  Estimated Accuracy
 LP0173;SPC UT C     - 2,206,030.      301,480.      MT  (+/- 180 meters Scaled)
 LP0173
 LP0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK589500(NAD 83)
 LP0173
 LP0173                          SUPERSEDED SURVEY CONTROL
 LP0173
 LP0173  NGVD 29 (??/??/92) 1622.081  (m)         5321.78   (f) ADJ UNCH    1 2
 LP0173
 LP0173.Superseded values are not recommended for survey control.
 LP0173
 LP0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0173.See file dsdata.pdf to determine how the superseded data were derived.
 LP0173
 LP0173_MARKER: DD = SURVEY DISK
 LP0173_SETTING: 66 = SET IN ROCK OUTCROP
 LP0173_STAMPING: P 8 1924
 LP0173_MARK LOGO: USGS
 LP0173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0173+STABILITY: POSITION/ELEVATION WELL
 LP0173
 LP0173  HISTORY     - Date     Condition        Report By
 LP0173  HISTORY     - 1924     MONUMENTED       USGS
 LP0173
 LP0173                          STATION DESCRIPTION
 LP0173
 LP0173'DESCRIBED BY US GEOLOGICAL SURVEY 1924
 LP0173'IN GOLD HILL.
 LP0173'AT GOLD HILL, TOOELE COUNTY, ABOUT 120 FEET SOUTHEAST OF THE HILL
 LP0173'CREST HOTEL, ABOUT 100 FEET NORTHEAST OF THE J.J. GERSTER RESIDENCE,
 LP0173'AND IN THE TOP OF A GRAY-GRANITE OUTCROP.  A UNITED STATES GEOLOGICAL
 LP0173'SURVEY STANDARD DISK, STAMPED P 8 1924.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0154 ***********************************************************************
 LP0154  DESIGNATION -  P 81
 LP0154  PID         -  LP0154
 LP0154  STATE/COUNTY-  UT/TOOELE
 LP0154  COUNTRY     -  US
 LP0154  USGS QUAD   -  DUGWAY PROVING GROUND SW (2017)
 LP0154
 LP0154                         *CURRENT SURVEY CONTROL
 LP0154  ______________________________________________________________________
 LP0154* NAD 83(1986) POSITION- 40 05 51.44   (N) 113 09 42.28   (W)   HD_HELD1
 LP0154* NAVD 88 ORTHO HEIGHT -  1313.705 (meters)     4310.05  (feet) ADJUSTED
 LP0154  ______________________________________________________________________
 LP0154  GEOID HEIGHT    -        -18.911 (meters)                     GEOID18
 LP0154  DYNAMIC HEIGHT  -       1312.614 (meters)     4306.47  (feet) COMP
 LP0154  MODELED GRAVITY -    979,750.1   (mgal)                       NAVD 88
 LP0154
 LP0154  VERT ORDER      -  SECOND    CLASS 0
 LP0154
 LP0154.The horizontal coordinates were determined by differentially corrected
 LP0154.hand held GPS observations or other comparable positioning techniques
 LP0154.and have an estimated accuracy of +/- 3 meters.
 LP0154
 LP0154.The orthometric height was determined by differential leveling and
 LP0154.adjusted by the NATIONAL GEODETIC SURVEY
 LP0154.in June 1991.
 LP0154
 LP0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0154.GEOID18 height accuracy estimate available here.
 LP0154
 LP0154.Click photographs - Photos may exist for this station.
 LP0154
 LP0154.The dynamic height is computed by dividing the NAVD 88
 LP0154.geopotential number by the normal gravity value computed on the
 LP0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0154.degrees latitude (g = 980.6199 gals.).
 LP0154
 LP0154.The modeled gravity was interpolated from observed gravity values.
 LP0154
 LP0154;                    North         East    Units  Estimated Accuracy
 LP0154;SPC UT C     - 2,197,186.0     358,320.5     MT  (+/- 3 meters HH1 GPS) 
 LP0154
 LP0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK1572940832(NAD 83)
 LP0154
 LP0154                          SUPERSEDED SURVEY CONTROL
 LP0154
 LP0154  NGVD 29 (??/??/92) 1312.680  (m)         4306.68   (f) ADJ UNCH    2 0
 LP0154
 LP0154.Superseded values are not recommended for survey control.
 LP0154
 LP0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0154.See file dsdata.pdf to determine how the superseded data were derived.
 LP0154
 LP0154_MARKER: DB = BENCH MARK DISK
 LP0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0154_STAMPING: P 81 1934
 LP0154_MARK LOGO: CGS
 LP0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0154+STABILITY: SURFACE MOTION
 LP0154
 LP0154  HISTORY     - Date     Condition        Report By
 LP0154  HISTORY     - 1934     MONUMENTED       CGS
 LP0154
 LP0154                          STATION DESCRIPTION
 LP0154
 LP0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0154'20 MI W FROM ORRS RANCH.
 LP0154'ABOUT 20 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0154'TOOELE COUNTY, THENCE ABOUT 14.2 MILES SOUTHWEST ALONG THE ROAD
 LP0154'LEADING TO FISH SPRINGS,ABOUT 36 FEET EAST OF A NORTH-AND-SOUTH ROAD,
 LP0154'AND 42 FEET SOUTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 LP0154'STAMPED P 81 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0127 ***********************************************************************
 LQ0127  DESIGNATION -  P 83
 LQ0127  PID         -  LQ0127
 LQ0127  STATE/COUNTY-  UT/TOOELE
 LQ0127  COUNTRY     -  US
 LQ0127  USGS QUAD   -  MINERS CANYON (2018)
 LQ0127
 LQ0127                         *CURRENT SURVEY CONTROL
 LQ0127  ______________________________________________________________________
 LQ0127* NAD 83(1986) POSITION- 40 55 45.     (N) 114 00 35.     (W)   SCALED
 LQ0127* NAVD 88 ORTHO HEIGHT -  1297.630 (meters)     4257.31  (feet) ADJUSTED
 LQ0127  ______________________________________________________________________
 LQ0127  GEOID HEIGHT    -        -17.794 (meters)                     GEOID18
 LQ0127  DYNAMIC HEIGHT  -       1296.630 (meters)     4254.03  (feet) COMP
 LQ0127  MODELED GRAVITY -    979,809.6   (mgal)                       NAVD 88
 LQ0127
 LQ0127  VERT ORDER      -  SECOND    CLASS 0
 LQ0127
 LQ0127.The horizontal coordinates were scaled from a map and have
 LQ0127.an estimated accuracy of +/- 6 seconds.
 LQ0127
 LQ0127.The orthometric height was determined by differential leveling and
 LQ0127.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0127.in June 1991.
 LQ0127
 LQ0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0127.GEOID18 height accuracy estimate available here.
 LQ0127
 LQ0127.Click photographs - Photos may exist for this station.
 LQ0127
 LQ0127.The dynamic height is computed by dividing the NAVD 88
 LQ0127.geopotential number by the normal gravity value computed on the
 LQ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0127.degrees latitude (g = 980.6199 gals.).
 LQ0127
 LQ0127.The modeled gravity was interpolated from observed gravity values.
 LQ0127
 LQ0127;                    North         East    Units  Estimated Accuracy
 LQ0127;SPC UT C     - 2,291,170.      288,630.      MT  (+/- 180 meters Scaled)
 LQ0127
 LQ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF517352(NAD 83)
 LQ0127
 LQ0127                          SUPERSEDED SURVEY CONTROL
 LQ0127
 LQ0127  NGVD 29 (??/??/92) 1296.630  (m)         4254.03   (f) ADJ UNCH    2 0
 LQ0127
 LQ0127.Superseded values are not recommended for survey control.
 LQ0127
 LQ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0127.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0127
 LQ0127_MARKER: DB = BENCH MARK DISK
 LQ0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0127_STAMPING: P 83 1958
 LQ0127_MARK LOGO: CGS
 LQ0127_PROJECTION: PROJECTING 15 CENTIMETERS
 LQ0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0127+STABILITY: SURFACE MOTION
 LQ0127
 LQ0127  HISTORY     - Date     Condition        Report By
 LQ0127  HISTORY     - 1958     MONUMENTED       CGS
 LQ0127  HISTORY     - 1973     GOOD             USGS
 LQ0127
 LQ0127                          STATION DESCRIPTION
 LQ0127
 LQ0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0127'15.35 MI N FROM WENDOVER.
 LQ0127'0.9 MILE EAST ALONG U.S. HIGHWAY 40 AND 50 ALTERNATE FROM THE
 LQ0127'NEVADA-UTAH STATE LINE AT WENDOVER, THENCE 5.1 MILES NORTH ALONG A
 LQ0127'GRAVEL ROAD, THENCE 9.35 MILES NORTH ALONG A DIRT ROAD, 0.5 MILE SOUTH
 LQ0127'OF THE CROSSING OF A 10-FOOT WIDE WASH, 49 FEET EAST OF THE CENTER
 LQ0127'LINE OF THE ROAD, 2.4 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH
 LQ0127'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 LQ0127'ABOVE THE GROUND.
 LQ0127
 LQ0127                          STATION RECOVERY (1973)
 LQ0127
 LQ0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LQ0127'0.9 MI. E. ALONG U.S. HWY. 40 AND 50 ALT. FROM THE NEVADA-UTAH STATE
 LQ0127'LINE AT WENDOVER, THENCE, 5.1 MI. N. ALONG A GRAVEL ROAD, THENCE 9.35
 LQ0127'MI. N. ALONG A DIRT ROAD FOLLOWING A PIPELINE, 0.5 MI. S OF THE
 LQ0127'CROSSING OF A 10 FT. WIDE WASH, 75 FT. E. OF THE CENTERLINE OF THE
 LQ0127'ROAD, 2.4 FT. W. OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD,
 LQ0127'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FT. ABOVE THE
 LQ0127'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0396 ***********************************************************************
 MS0396  DESIGNATION -  P 84
 MS0396  PID         -  MS0396
 MS0396  STATE/COUNTY-  UT/BOX ELDER
 MS0396  COUNTRY     -  US
 MS0396  USGS QUAD   -  CRATER ISLAND SW (2017)
 MS0396
 MS0396                         *CURRENT SURVEY CONTROL
 MS0396  ______________________________________________________________________
 MS0396* NAD 83(1986) POSITION- 41 03 59.     (N) 113 58 20.     (W)   SCALED
 MS0396* NAVD 88 ORTHO HEIGHT -  1323.308 (meters)     4341.55  (feet) ADJUSTED
 MS0396  ______________________________________________________________________
 MS0396  GEOID HEIGHT    -        -17.448 (meters)                     GEOID18
 MS0396  DYNAMIC HEIGHT  -       1322.312 (meters)     4338.29  (feet) COMP
 MS0396  MODELED GRAVITY -    979,825.5   (mgal)                       NAVD 88
 MS0396
 MS0396  VERT ORDER      -  SECOND    CLASS 0
 MS0396
 MS0396.The horizontal coordinates were scaled from a map and have
 MS0396.an estimated accuracy of +/- 6 seconds.
 MS0396
 MS0396.The orthometric height was determined by differential leveling and
 MS0396.adjusted by the NATIONAL GEODETIC SURVEY
 MS0396.in June 1991.
 MS0396
 MS0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0396.GEOID18 height accuracy estimate available here.
 MS0396
 MS0396.Click photographs - Photos may exist for this station.
 MS0396
 MS0396.The dynamic height is computed by dividing the NAVD 88
 MS0396.geopotential number by the normal gravity value computed on the
 MS0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0396.degrees latitude (g = 980.6199 gals.).
 MS0396
 MS0396.The modeled gravity was interpolated from observed gravity values.
 MS0396
 MS0396;                    North         East    Units  Estimated Accuracy
 MS0396;SPC UT N     - 1,084,360.      292,240.      MT  (+/- 180 meters Scaled)
 MS0396
 MS0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL502503(NAD 83)
 MS0396
 MS0396                          SUPERSEDED SURVEY CONTROL
 MS0396
 MS0396  NGVD 29 (??/??/92) 1322.32   (m)         4338.3    (f) COMPUTED    2 0
 MS0396
 MS0396.Superseded values are not recommended for survey control.
 MS0396
 MS0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0396.See file dsdata.pdf to determine how the superseded data were derived.
 MS0396
 MS0396_MARKER: DB = BENCH MARK DISK
 MS0396_SETTING: 80 = SET IN A BOULDER
 MS0396_STAMPING: P 84 1958
 MS0396_MARK LOGO: CGS
 MS0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0396+STABILITY: SURFACE MOTION
 MS0396
 MS0396  HISTORY     - Date     Condition        Report By
 MS0396  HISTORY     - 1958     MONUMENTED       CGS
 MS0396
 MS0396                          STATION DESCRIPTION
 MS0396
 MS0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MS0396'21.15 MI S FROM LUCIN.
 MS0396'21.15 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT LUCIN,
 MS0396'0.3 MILE SOUTH OF A FENCE CORNER, IN THE TOP OF A 1 1/2- BY 3 1/2-FOOT
 MS0396'GRAY GRANITE BOULDER WHICH PROJECTS 1/2 FOOT ABOVE THE GROUND, 15 1/2
 MS0396'FEET WEST OF THE CENTER LINE OF THE ROAD AND ABOUT 1/2 FOOT HIGHER
 MS0396'THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0234 ***********************************************************************
 LO0234  DESIGNATION -  P 85
 LO0234  PID         -  LO0234
 LO0234  STATE/COUNTY-  UT/WASATCH
 LO0234  COUNTRY     -  US
 LO0234  USGS QUAD   -  PARK CITY EAST (2017)
 LO0234
 LO0234                         *CURRENT SURVEY CONTROL
 LO0234  ______________________________________________________________________
 LO0234* NAD 83(1986) POSITION- 40 39 15.     (N) 111 24 51.     (W)   SCALED
 LO0234* NAVD 88 ORTHO HEIGHT -  1922.217 (meters)     6306.47  (feet) ADJUSTED
 LO0234  ______________________________________________________________________
 LO0234  GEOID HEIGHT    -        -15.501 (meters)                     GEOID18
 LO0234  DYNAMIC HEIGHT  -       1920.430 (meters)     6300.61  (feet) COMP
 LO0234  MODELED GRAVITY -    979,627.1   (mgal)                       NAVD 88
 LO0234
 LO0234  VERT ORDER      -  SECOND    CLASS 0
 LO0234
 LO0234.The horizontal coordinates were scaled from a map and have
 LO0234.an estimated accuracy of +/- 6 seconds.
 LO0234
 LO0234.The orthometric height was determined by differential leveling and
 LO0234.adjusted by the NATIONAL GEODETIC SURVEY
 LO0234.in June 1991.
 LO0234
 LO0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0234.GEOID18 height accuracy estimate available here.
 LO0234
 LO0234.Click photographs - Photos may exist for this station.
 LO0234
 LO0234.The dynamic height is computed by dividing the NAVD 88
 LO0234.geopotential number by the normal gravity value computed on the
 LO0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0234.degrees latitude (g = 980.6199 gals.).
 LO0234
 LO0234.The modeled gravity was interpolated from observed gravity values.
 LO0234
 LO0234;                    North         East    Units  Estimated Accuracy
 LO0234;SPC UT C     - 2,257,670.      507,260.      MT  (+/- 180 meters Scaled)
 LO0234
 LO0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL649004(NAD 83)
 LO0234
 LO0234                          SUPERSEDED SURVEY CONTROL
 LO0234
 LO0234  NGVD 29 (??/??/92) 1920.958  (m)         6302.34   (f) ADJ UNCH    2 0
 LO0234
 LO0234.Superseded values are not recommended for survey control.
 LO0234
 LO0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0234.See file dsdata.pdf to determine how the superseded data were derived.
 LO0234
 LO0234_MARKER: DB = BENCH MARK DISK
 LO0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0234_STAMPING: P 85 1934
 LO0234_MARK LOGO: CGS
 LO0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0234+STABILITY: SURFACE MOTION
 LO0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0234+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 LO0234
 LO0234  HISTORY     - Date     Condition        Report By
 LO0234  HISTORY     - 1934     MONUMENTED       CGS
 LO0234  HISTORY     - 1962     GOOD             CGS
 LO0234  HISTORY     - 20040419 GOOD             INDIV
 LO0234
 LO0234                          STATION DESCRIPTION
 LO0234
 LO0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0234'11.2 MI N FROM HEBER.
 LO0234'9.75 MILES NORTH ALONG U.S. HIGHWAY 189 FROM THE POST OFFICE AT HEBER,
 LO0234'THENCE 1.45 MILES NORTHEAST ALONG AN ASPHALT ROAD (FORMER HIGHWAY
 LO0234'189), ABOUT 200 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A DIRT
 LO0234'ROAD, 33 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.1 FEET WEST OF A
 LO0234'WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE
 LO0234'TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 LO0234
 LO0234                          STATION RECOVERY (2004)
 LO0234
 LO0234'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RCW)
 LO0234'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0600 ***********************************************************************
 LO0600  DESIGNATION -  P 86
 LO0600  PID         -  LO0600
 LO0600  STATE/COUNTY-  UT/SUMMIT
 LO0600  COUNTRY     -  US
 LO0600  USGS QUAD   -  BIG DUTCH HOLLOW (2017)
 LO0600
 LO0600                         *CURRENT SURVEY CONTROL
 LO0600  ______________________________________________________________________
 LO0600* NAD 83(1986) POSITION- 40 45 20.     (N) 111 34 30.     (W)   SCALED
 LO0600* NAVD 88 ORTHO HEIGHT -  1931.506 (meters)     6336.95  (feet) POSTED
 LO0600  ______________________________________________________________________
 LO0600  GEOID HEIGHT    -        -15.783 (meters)                     GEOID18
 LO0600  DYNAMIC HEIGHT  -       1929.71  (meters)     6331.1   (feet) COMP
 LO0600  MODELED GRAVITY -    979,624.3   (mgal)                       NAVD 88
 LO0600
 LO0600  VERT ORDER      -  * POSTED, SEE BELOW
 LO0600
 LO0600.The horizontal coordinates were scaled from a map and have
 LO0600.an estimated accuracy of +/- 6 seconds.
 LO0600
 LO0600.The orthometric height was determined by differential leveling
 LO0600.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LO0600
 LO0600.* This is a POSTED BENCH MARK height.
 LO0600
 LO0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0600.GEOID18 height accuracy estimate available here.
 LO0600
 LO0600.Click photographs - Photos may exist for this station.
 LO0600
 LO0600.The dynamic height is computed by dividing the NAVD 88
 LO0600.geopotential number by the normal gravity value computed on the
 LO0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0600.degrees latitude (g = 980.6199 gals.).
 LO0600
 LO0600.The modeled gravity was interpolated from observed gravity values.
 LO0600
 LO0600;                    North         East    Units  Estimated Accuracy
 LO0600;SPC UT N     - 1,046,890.      493,670.      MT  (+/- 180 meters Scaled)
 LO0600
 LO0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL514117(NAD 83)
 LO0600
 LO0600                          SUPERSEDED SURVEY CONTROL
 LO0600
 LO0600  NGVD 29 (??/??/92) 1930.267  (m)         6332.88   (f) ADJ UNCH    2 0
 LO0600
 LO0600.Superseded values are not recommended for survey control.
 LO0600
 LO0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0600.See file dsdata.pdf to determine how the superseded data were derived.
 LO0600
 LO0600_MARKER: DB = BENCH MARK DISK
 LO0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0600_STAMPING: P 86 1934
 LO0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0600+STABILITY: SURFACE MOTION
 LO0600
 LO0600  HISTORY     - Date     Condition        Report By
 LO0600  HISTORY     - 1934     MONUMENTED       CGS
 LO0600  HISTORY     - 20120424 MARK NOT FOUND   GEOCAC
 LO0600
 LO0600                          STATION DESCRIPTION
 LO0600
 LO0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0600'3.1 MI NE FROM ALTUS.
 LO0600'3.1 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 LO0600'FROM THE NORTHEAST PORTAL OF THE TUNNEL AT ALTUS, SUMMIT COUNTY, AT
 LO0600'THE EAST END OF A HIGHWAY BUILDING, AND WEST OF THE TRACK.  A STANDARD
 LO0600'DISK STAMPED P 86 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LO0600
 LO0600                          STATION RECOVERY (2012)
 LO0600
 LO0600'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 LO0600'NO TRACE OF ANY OF THE ITEMS SPECIFIED IN THE DESCRIPTION WERE FOUND
 LO0600'AT THIS LOCATION ALTHOUGH RASMUSSEN ROAD APPEARS TO FOLLOW THE OLD
 LO0600'RAILROAD ROADBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0092 ***********************************************************************
 LP0092  DESIGNATION -  P 87
 LP0092  PID         -  LP0092
 LP0092  STATE/COUNTY-  UT/TOOELE
 LP0092  COUNTRY     -  US
 LP0092  USGS QUAD   -  FLUX (2017)
 LP0092
 LP0092                         *CURRENT SURVEY CONTROL
 LP0092  ______________________________________________________________________
 LP0092* NAD 83(1986) POSITION- 40 42 50.     (N) 112 31 48.     (W)   SCALED
 LP0092* NAVD 88 ORTHO HEIGHT -  1284.590 (meters)     4214.53  (feet) ADJUSTED
 LP0092  ______________________________________________________________________
 LP0092  GEOID HEIGHT    -        -17.510 (meters)                     GEOID18
 LP0092  DYNAMIC HEIGHT  -       1283.609 (meters)     4211.31  (feet) COMP
 LP0092  MODELED GRAVITY -    979,817.0   (mgal)                       NAVD 88
 LP0092
 LP0092  VERT ORDER      -  SECOND    CLASS 0
 LP0092
 LP0092.The horizontal coordinates were scaled from a map and have
 LP0092.an estimated accuracy of +/- 6 seconds.
 LP0092
 LP0092.The orthometric height was determined by differential leveling and
 LP0092.adjusted by the NATIONAL GEODETIC SURVEY
 LP0092.in June 1991.
 LP0092
 LP0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0092.GEOID18 height accuracy estimate available here.
 LP0092
 LP0092.Click photographs - Photos may exist for this station.
 LP0092
 LP0092.The dynamic height is computed by dividing the NAVD 88
 LP0092.geopotential number by the normal gravity value computed on the
 LP0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0092.degrees latitude (g = 980.6199 gals.).
 LP0092
 LP0092.The modeled gravity was interpolated from observed gravity values.
 LP0092
 LP0092;                    North         East    Units  Estimated Accuracy
 LP0092;SPC UT C     - 2,264,800.      412,970.      MT  (+/- 180 meters Scaled)
 LP0092
 LP0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL707081(NAD 83)
 LP0092
 LP0092                          SUPERSEDED SURVEY CONTROL
 LP0092
 LP0092  NGVD 29 (??/??/92) 1283.582  (m)         4211.22   (f) ADJ UNCH    2 0
 LP0092
 LP0092.Superseded values are not recommended for survey control.
 LP0092
 LP0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0092.See file dsdata.pdf to determine how the superseded data were derived.
 LP0092
 LP0092_MARKER: DB = BENCH MARK DISK
 LP0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0092_STAMPING: P 87 1934
 LP0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0092+STABILITY: SURFACE MOTION
 LP0092
 LP0092  HISTORY     - Date     Condition        Report By
 LP0092  HISTORY     - 1934     MONUMENTED       CGS
 LP0092  HISTORY     - 1981     MARK NOT FOUND   USGS
 LP0092
 LP0092                          STATION DESCRIPTION
 LP0092
 LP0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0092'4.2 MI W FROM BURMESTER.
 LP0092'4.2 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION AT
 LP0092'BURMESTER, TOOELE COUNTY, 20 POLES EAST OF MILEPOST 892, AT A ROAD
 LP0092'CROSSING, 54 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 15 FEET
 LP0092'EAST OF THE ROAD.  A STANDARD DISK, STAMPED P 87 1934 AND SET IN THE
 LP0092'TOP OF A CONCRETE POST.
 LP0092
 LP0092                          STATION RECOVERY (1981)
 LP0092
 LP0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LP0092'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0107 ***********************************************************************
 MS0107  DESIGNATION -  P 88
 MS0107  PID         -  MS0107
 MS0107  STATE/COUNTY-  UT/BOX ELDER
 MS0107  COUNTRY     -  US
 MS0107  USGS QUAD   -  BLIND SPRINGS (2017)
 MS0107
 MS0107                         *CURRENT SURVEY CONTROL
 MS0107  ______________________________________________________________________
 MS0107* NAD 83(1986) POSITION- 41 47 38.     (N) 112 17 10.     (W)   SCALED
 MS0107* NAVD 88 ORTHO HEIGHT -  1475.383 (meters)     4840.49  (feet) ADJUSTED
 MS0107  ______________________________________________________________________
 MS0107  GEOID HEIGHT    -        -15.232 (meters)                     GEOID18
 MS0107  DYNAMIC HEIGHT  -       1474.355 (meters)     4837.11  (feet) COMP
 MS0107  MODELED GRAVITY -    979,874.2   (mgal)                       NAVD 88
 MS0107
 MS0107  VERT ORDER      -  SECOND    CLASS 0
 MS0107
 MS0107.The horizontal coordinates were scaled from a map and have
 MS0107.an estimated accuracy of +/- 6 seconds.
 MS0107
 MS0107.The orthometric height was determined by differential leveling and
 MS0107.adjusted by the NATIONAL GEODETIC SURVEY
 MS0107.in June 1991.
 MS0107
 MS0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0107.GEOID18 height accuracy estimate available here.
 MS0107
 MS0107.Click photographs - Photos may exist for this station.
 MS0107
 MS0107.The dynamic height is computed by dividing the NAVD 88
 MS0107.geopotential number by the normal gravity value computed on the
 MS0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0107.degrees latitude (g = 980.6199 gals.).
 MS0107
 MS0107.The modeled gravity was interpolated from observed gravity values.
 MS0107
 MS0107;                    North         East    Units  Estimated Accuracy
 MS0107;SPC UT N     - 1,162,500.      434,660.      MT  (+/- 180 meters Scaled)
 MS0107
 MS0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM931276(NAD 83)
 MS0107
 MS0107                          SUPERSEDED SURVEY CONTROL
 MS0107
 MS0107  NGVD 29 (??/??/92) 1474.358  (m)         4837.12   (f) ADJ UNCH    2 0
 MS0107
 MS0107.Superseded values are not recommended for survey control.
 MS0107
 MS0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0107.See file dsdata.pdf to determine how the superseded data were derived.
 MS0107
 MS0107_MARKER: DB = BENCH MARK DISK
 MS0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0107_STAMPING: P 88 1934
 MS0107_MARK LOGO: CGS
 MS0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0107+STABILITY: SURFACE MOTION
 MS0107
 MS0107  HISTORY     - Date     Condition        Report By
 MS0107  HISTORY     - 1934     MONUMENTED       CGS
 MS0107  HISTORY     - 1968     MARK NOT FOUND   USGS
 MS0107
 MS0107                          STATION DESCRIPTION
 MS0107
 MS0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0107'9.6 MI W FROM TREMONTON.
 MS0107'9.6 MILES WEST ALONG U.S. HIGHWAY 30 S FROM THE OREGON SHORT LINE
 MS0107'RAILROAD STATION AT TREMONTON, AND 35 FEET EAST OF THE CENTER LINE OF
 MS0107'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 MS0107'HIGHWAY CENTERLINE, THE HIGHWAY HAS BEEN WIDENED AND NOW 35 FT. IS AT
 MS0107'THE ROAD EDGE AND IN A DEEP BORROW PIT.
 MS0107
 MS0107                          STATION RECOVERY (1968)
 MS0107
 MS0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MS0107'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0308 ***********************************************************************
 MS0308  DESIGNATION -  P 89
 MS0308  PID         -  MS0308
 MS0308  STATE/COUNTY-  UT/BOX ELDER
 MS0308  COUNTRY     -  US
 MS0308  USGS QUAD   -  KELTON PASS (2017)
 MS0308
 MS0308                         *CURRENT SURVEY CONTROL
 MS0308  ______________________________________________________________________
 MS0308* NAD 83(1986) POSITION- 41 59 47.     (N) 113 11 30.     (W)   SCALED
 MS0308* NAVD 88 ORTHO HEIGHT -  1615.579 (meters)     5300.45  (feet) ADJUSTED
 MS0308  ______________________________________________________________________
 MS0308  GEOID HEIGHT    -        -14.495 (meters)                     GEOID18
 MS0308  DYNAMIC HEIGHT  -       1614.460 (meters)     5296.77  (feet) COMP
 MS0308  MODELED GRAVITY -    979,872.6   (mgal)                       NAVD 88
 MS0308
 MS0308  VERT ORDER      -  SECOND    CLASS 0
 MS0308
 MS0308.The horizontal coordinates were scaled from a map and have
 MS0308.an estimated accuracy of +/- 6 seconds.
 MS0308
 MS0308.The orthometric height was determined by differential leveling and
 MS0308.adjusted by the NATIONAL GEODETIC SURVEY
 MS0308.in June 1991.
 MS0308
 MS0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0308.GEOID18 height accuracy estimate available here.
 MS0308
 MS0308.Click photographs - Photos may exist for this station.
 MS0308
 MS0308.The dynamic height is computed by dividing the NAVD 88
 MS0308.geopotential number by the normal gravity value computed on the
 MS0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0308.degrees latitude (g = 980.6199 gals.).
 MS0308
 MS0308.The modeled gravity was interpolated from observed gravity values.
 MS0308
 MS0308;                    North         East    Units  Estimated Accuracy
 MS0308;SPC UT N     - 1,186,060.      359,840.      MT  (+/- 180 meters Scaled)
 MS0308
 MS0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM184516(NAD 83)
 MS0308
 MS0308                          SUPERSEDED SURVEY CONTROL
 MS0308
 MS0308  NGVD 29 (??/??/92) 1614.489  (m)         5296.87   (f) ADJ UNCH    2 0
 MS0308
 MS0308.Superseded values are not recommended for survey control.
 MS0308
 MS0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0308.See file dsdata.pdf to determine how the superseded data were derived.
 MS0308
 MS0308_MARKER: DB = BENCH MARK DISK
 MS0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0308_STAMPING: P 89 1934
 MS0308_MARK LOGO: CGS
 MS0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0308+STABILITY: SURFACE MOTION
 MS0308
 MS0308  HISTORY     - Date     Condition        Report By
 MS0308  HISTORY     - 1934     MONUMENTED       CGS
 MS0308  HISTORY     - 1957     MARK NOT FOUND   CGS
 MS0308
 MS0308                          STATION DESCRIPTION
 MS0308
 MS0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0308'1.3 MI SE FROM STREVELL, ID.
 MS0308'IN BOX ELDER COUNTY, UTAH, 1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 S
 MS0308'FROM THE AIRWAY STATION AT STREVELL, CASSIA COUNTY, IDAHO, AT THE
 MS0308'UTAH-IDAHO STATE LINE, AND 60 FEET SOUTH OF THE CENTER LINE OF THE
 MS0308'HIGHWAY.  A STANDARD DISK, STAMPED P 89 1934 AND SET IN THE TOP OF A
 MS0308'CONCRETE POST.
 MS0308
 MS0308                          STATION RECOVERY (1957)
 MS0308
 MS0308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MS0308'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0545 ***********************************************************************
 LO0545  DESIGNATION -  P 90
 LO0545  PID         -  LO0545
 LO0545  STATE/COUNTY-  UT/DAVIS
 LO0545  COUNTRY     -  US
 LO0545  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0545
 LO0545                         *CURRENT SURVEY CONTROL
 LO0545  ______________________________________________________________________
 LO0545* NAD 83(1986) POSITION- 40 49 44.     (N) 111 55 06.     (W)   SCALED
 LO0545* NAVD 88 ORTHO HEIGHT -  1293.011 (meters)     4242.15  (feet) ADJUSTED
 LO0545  ______________________________________________________________________
 LO0545  GEOID HEIGHT    -        -16.780 (meters)                     GEOID18
 LO0545  DYNAMIC HEIGHT  -       1292.007 (meters)     4238.86  (feet) COMP
 LO0545  MODELED GRAVITY -    979,804.3   (mgal)                       NAVD 88
 LO0545
 LO0545  VERT ORDER      -  FIRST     CLASS I
 LO0545
 LO0545.The horizontal coordinates were scaled from a map and have
 LO0545.an estimated accuracy of +/- 6 seconds.
 LO0545
 LO0545.The orthometric height was determined by differential leveling and
 LO0545.adjusted by the NATIONAL GEODETIC SURVEY
 LO0545.in June 1991.
 LO0545
 LO0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0545.GEOID18 height accuracy estimate available here.
 LO0545
 LO0545.Click photographs - Photos may exist for this station.
 LO0545
 LO0545.The dynamic height is computed by dividing the NAVD 88
 LO0545.geopotential number by the normal gravity value computed on the
 LO0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0545.degrees latitude (g = 980.6199 gals.).
 LO0545
 LO0545.The modeled gravity was interpolated from observed gravity values.
 LO0545
 LO0545;                    North         East    Units  Estimated Accuracy
 LO0545;SPC UT N     - 1,055,120.      464,710.      MT  (+/- 180 meters Scaled)
 LO0545
 LO0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL225201(NAD 83)
 LO0545
 LO0545                          SUPERSEDED SURVEY CONTROL
 LO0545
 LO0545  NGVD 29 (??/??/92) 1292.072  (m)         4239.07   (f) ADJ UNCH    1 1
 LO0545
 LO0545.Superseded values are not recommended for survey control.
 LO0545
 LO0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0545.See file dsdata.pdf to determine how the superseded data were derived.
 LO0545
 LO0545_MARKER: DB = BENCH MARK DISK
 LO0545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0545_SP_SET: SIPHON
 LO0545_STAMPING: P 90 1953
 LO0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0545
 LO0545  HISTORY     - Date     Condition        Report By
 LO0545  HISTORY     - 1953     MONUMENTED       CGS
 LO0545  HISTORY     - 1967     GOOD             CGS
 LO0545
 LO0545                          STATION DESCRIPTION
 LO0545
 LO0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0545'4.0 MI S FROM WOODS CROSS.
 LO0545'4.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LO0545'WOODS CROSS, 4.15 MILES NORTH OF SALT LAKE CITY, 3 POLES SOUTH OF
 LO0545'MILEPOLE 32, IN THE TOP OF THE SOUTHWEST CORNER OF CONCRETE SIPHON
 LO0545'32.09, 39.8 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 55 FEET
 LO0545'SOUTH OF TELEPHONE POLE L 31 M, 7.1 FEET WEST OF A FENCE, 1.0 FOOT
 LO0545'NORTH OF A WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0417 ***********************************************************************
 MR0417  DESIGNATION -  P 91
 MR0417  PID         -  MR0417
 MR0417  STATE/COUNTY-  UT/DAVIS
 MR0417  COUNTRY     -  US
 MR0417  USGS QUAD   -  KAYSVILLE (2017)
 MR0417
 MR0417                         *CURRENT SURVEY CONTROL
 MR0417  ______________________________________________________________________
 MR0417* NAD 83(1986) POSITION- 41 01 05.     (N) 111 56 29.     (W)   SCALED
 MR0417* NAVD 88 ORTHO HEIGHT -  1315.491 (meters)     4315.91  (feet) ADJUSTED
 MR0417  ______________________________________________________________________
 MR0417  GEOID HEIGHT    -        -16.808 (meters)                     GEOID18
 MR0417  DYNAMIC HEIGHT  -       1314.480 (meters)     4312.59  (feet) COMP
 MR0417  MODELED GRAVITY -    979,810.3   (mgal)                       NAVD 88
 MR0417
 MR0417  VERT ORDER      -  FIRST     CLASS I
 MR0417
 MR0417.The horizontal coordinates were scaled from a map and have
 MR0417.an estimated accuracy of +/- 6 seconds.
 MR0417
 MR0417.The orthometric height was determined by differential leveling and
 MR0417.adjusted by the NATIONAL GEODETIC SURVEY
 MR0417.in June 1991.
 MR0417
 MR0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0417.GEOID18 height accuracy estimate available here.
 MR0417
 MR0417.Click photographs - Photos may exist for this station.
 MR0417
 MR0417.The dynamic height is computed by dividing the NAVD 88
 MR0417.geopotential number by the normal gravity value computed on the
 MR0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0417.degrees latitude (g = 980.6199 gals.).
 MR0417
 MR0417.The modeled gravity was interpolated from observed gravity values.
 MR0417
 MR0417;                    North         East    Units  Estimated Accuracy
 MR0417;SPC UT N     - 1,076,130.      462,880.      MT  (+/- 180 meters Scaled)
 MR0417
 MR0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL208411(NAD 83)
 MR0417
 MR0417                          SUPERSEDED SURVEY CONTROL
 MR0417
 MR0417  NGVD 29 (??/??/92) 1314.525  (m)         4312.74   (f) ADJ UNCH    1 1
 MR0417
 MR0417.Superseded values are not recommended for survey control.
 MR0417
 MR0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0417.See file dsdata.pdf to determine how the superseded data were derived.
 MR0417
 MR0417_MARKER: DB = BENCH MARK DISK
 MR0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0417_STAMPING: P 91 1953
 MR0417_MARK LOGO: CGS
 MR0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0417+STABILITY: SURFACE MOTION
 MR0417
 MR0417  HISTORY     - Date     Condition        Report By
 MR0417  HISTORY     - 1953     MONUMENTED       CGS
 MR0417  HISTORY     - 1967     GOOD             CGS
 MR0417  HISTORY     - 19880401 MARK NOT FOUND   USGS
 MR0417
 MR0417                          STATION DESCRIPTION
 MR0417
 MR0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0417'1.5 MI SE FROM KAYSVILLE.
 MR0417'1.5 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING
 MR0417'OF 2ND NORTH AVENUE AT KAYSVILLE, 121 FEET NORTHEAST AND ACROSS THE
 MR0417'HIGHWAY FROM THE FIRST POLE SOUTHEAST OF MILEPOLE 17.75, 342.5 FEET
 MR0417'EAST AND ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER OF THE CONCRETE
 MR0417'BASE OF SEMAPHORE 178, 208.5 FEET NORTHEAST AND ACROSS THE HIGHWAY
 MR0417'FROM THE NORTHEAST RAIL OF THE NORTHEAST TRACK, 62 FEET NORTHEAST OF
 MR0417'THE CENTER LINE OF THE NORTHEAST LANES OF U.S. HIGHWAY 91, 68 FEET
 MR0417'SOUTHWEST OF THE SOUTHWEST EDGE OF A SMALL LAKE, 1.3 FEET SOUTHWEST OF
 MR0417'A FENCE, 2.0 FEET NORTHWEST OF A WITNESS POST, 1.0 FOOT NORTHWEST OF A
 MR0417'WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, ABOUT 15 FEET
 MR0417'HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 MR0417'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MR0417
 MR0417                          STATION RECOVERY (1988)
 MR0417
 MR0417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (GH)
 MR0417'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0388 ***********************************************************************
 MR0388  DESIGNATION -  P 92
 MR0388  PID         -  MR0388
 MR0388  STATE/COUNTY-  UT/WEBER
 MR0388  COUNTRY     -  US
 MR0388  USGS QUAD   -  PLAIN CITY (2017)
 MR0388
 MR0388                         *CURRENT SURVEY CONTROL
 MR0388  ______________________________________________________________________
 MR0388* NAD 83(1986) POSITION- 41 17 08.     (N) 112 00 03.     (W)   SCALED
 MR0388* NAVD 88 ORTHO HEIGHT -  1309.405 (meters)     4295.94  (feet) ADJUSTED
 MR0388  ______________________________________________________________________
 MR0388  GEOID HEIGHT    -        -16.612 (meters)                     GEOID18
 MR0388  DYNAMIC HEIGHT  -       1308.423 (meters)     4292.72  (feet) COMP
 MR0388  MODELED GRAVITY -    979,828.9   (mgal)                       NAVD 88
 MR0388
 MR0388  VERT ORDER      -  FIRST     CLASS I
 MR0388
 MR0388.The horizontal coordinates were scaled from a map and have
 MR0388.an estimated accuracy of +/- 6 seconds.
 MR0388
 MR0388.The orthometric height was determined by differential leveling and
 MR0388.adjusted by the NATIONAL GEODETIC SURVEY
 MR0388.in June 1991.
 MR0388
 MR0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0388.GEOID18 height accuracy estimate available here.
 MR0388
 MR0388.Click photographs - Photos may exist for this station.
 MR0388
 MR0388.The dynamic height is computed by dividing the NAVD 88
 MR0388.geopotential number by the normal gravity value computed on the
 MR0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0388.degrees latitude (g = 980.6199 gals.).
 MR0388
 MR0388.The modeled gravity was interpolated from observed gravity values.
 MR0388
 MR0388;                    North         East    Units  Estimated Accuracy
 MR0388;SPC UT N     - 1,105,870.      458,050.      MT  (+/- 180 meters Scaled)
 MR0388
 MR0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL161709(NAD 83)
 MR0388
 MR0388                          SUPERSEDED SURVEY CONTROL
 MR0388
 MR0388  NGVD 29 (??/??/92) 1308.404  (m)         4292.66   (f) ADJ UNCH    1 1
 MR0388
 MR0388.Superseded values are not recommended for survey control.
 MR0388
 MR0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0388.See file dsdata.pdf to determine how the superseded data were derived.
 MR0388
 MR0388_MARKER: DB = BENCH MARK DISK
 MR0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0388_STAMPING: P 92 1953
 MR0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0388+STABILITY: SURFACE MOTION
 MR0388
 MR0388  HISTORY     - Date     Condition        Report By
 MR0388  HISTORY     - 1953     MONUMENTED       CGS
 MR0388
 MR0388                          STATION DESCRIPTION
 MR0388
 MR0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MR0388'4.8 MI N FROM OGDEN.
 MR0388'4.8 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0388'OGDEN, AT HARRISVILLE SIDING, 0.2 MILE (8 1/2 POLES) SOUTHEAST OF
 MR0388'MILEPOLE 5, 0.15 MILE NORTHWEST OF THE NORTHEAST CORNER OF THE U.S.
 MR0388'ARMY UTAH GENERAL DEPOT, AT THE CROSSING OF A NORTH-SOUTH ASPHALT
 MR0388'ROAD, 79 FEET EAST OF THE CENTER LINE OF THE ROAD, 79 FEET SOUTHEAST
 MR0388'OF A FENCE CORNER, 46.1 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 MR0388'MAIN TRACK, 1.0 FOOT WEST OF A FENCE, 1.8 FEET NORTHWEST OF A WITNESS
 MR0388'POST, ABOUT LEVEL WITH THE MAIN TRACK, AND SET IN THE TOP OF A
 MR0388'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0056 ***********************************************************************
 MS0056  DESIGNATION -  P 93
 MS0056  PID         -  MS0056
 MS0056  STATE/COUNTY-  UT/BOX ELDER
 MS0056  COUNTRY     -  US
 MS0056  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0056
 MS0056                         *CURRENT SURVEY CONTROL
 MS0056  ______________________________________________________________________
 MS0056* NAD 83(1986) POSITION- 41 32 24.5    (N) 112 05 00.9    (W)   HD_HELD2
 MS0056* NAVD 88 ORTHO HEIGHT -  1289.618 (meters)     4231.02  (feet) ADJUSTED
 MS0056  ______________________________________________________________________
 MS0056  GEOID HEIGHT    -        -16.205 (meters)                     GEOID18
 MS0056  DYNAMIC HEIGHT  -       1288.689 (meters)     4227.97  (feet) COMP
 MS0056  MODELED GRAVITY -    979,858.5   (mgal)                       NAVD 88
 MS0056
 MS0056  VERT ORDER      -  FIRST     CLASS II
 MS0056
 MS0056.The horizontal coordinates were established by autonomous hand held GPS
 MS0056.observations and have an estimated accuracy of +/- 10 meters.
 MS0056
 MS0056.The orthometric height was determined by differential leveling and
 MS0056.adjusted by the NATIONAL GEODETIC SURVEY
 MS0056.in June 1991.
 MS0056
 MS0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0056.GEOID18 height accuracy estimate available here.
 MS0056
 MS0056.Click photographs - Photos may exist for this station.
 MS0056
 MS0056.The dynamic height is computed by dividing the NAVD 88
 MS0056.geopotential number by the normal gravity value computed on the
 MS0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0056.degrees latitude (g = 980.6199 gals.).
 MS0056
 MS0056.The modeled gravity was interpolated from observed gravity values.
 MS0056
 MS0056;                    North         East    Units  Estimated Accuracy
 MS0056;SPC UT N     - 1,134,181.      451,305.      MT  (+/- 10 meters HH2 GPS)
 MS0056
 MS0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0961699287(NAD 83)
 MS0056
 MS0056                          SUPERSEDED SURVEY CONTROL
 MS0056
 MS0056  NGVD 29 (??/??/92) 1288.609  (m)         4227.71   (f) ADJ UNCH    1 2
 MS0056
 MS0056.Superseded values are not recommended for survey control.
 MS0056
 MS0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0056.See file dsdata.pdf to determine how the superseded data were derived.
 MS0056
 MS0056_MARKER: DB = BENCH MARK DISK
 MS0056_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0056_SP_SET: BOX CULVERT HEADWALL
 MS0056_STAMPING: P 93 1953
 MS0056_MARK LOGO: CGS
 MS0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0056+STABILITY: SURFACE MOTION
 MS0056
 MS0056  HISTORY     - Date     Condition        Report By
 MS0056  HISTORY     - 1953     MONUMENTED       CGS
 MS0056  HISTORY     - 1984     GOOD             NGS
 MS0056
 MS0056                          STATION DESCRIPTION
 MS0056
 MS0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0056'1.7 MI SE FROM CORINNE.
 MS0056'0.2 MILE NORTH ALONG FOURTH STREET FROM THE PUBLIC SCHOOL AT CORINNE,
 MS0056'THENCE 1.5 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD.  0.15
 MS0056'MILE WEST OF MILEPOLE 4, AT A U. S. HIGHWAY 30S 10- BY 5-FOOT CONCRETE
 MS0056'BOX CULVERT OVER AN IRRIGATION CANAL, IN THE TOP OF THE NORTHWEST END
 MS0056'OF THE SOUTHWEST HEAD WALL, 50.0 FEET NORTHEAST OF THE NORTH CORNER OF
 MS0056'WOODEN RAILROAD BRIDGE 4.05, 29 FEET SOUTH OF THE CENTER OF THE Y
 MS0056'JUNCTION OF THE HIGHWAY AND A PAVED ROAD LEADING NORTH, 24.8 FEET
 MS0056'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1 1/2 FEET LOWER
 MS0056'THAN THE TRACK, AND ABOUT LEVEL WITH THE HIGHWAY.
 MS0056
 MS0056                          STATION RECOVERY (1984)
 MS0056
 MS0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0056'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.87 KM
 MS0056'(4.89 MI) NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE IN
 MS0056'BRIGHAM CITY, IN THE TOP NORTHWEST END OF THE SOUTHWEST CONCRETE
 MS0056'HEADWALL FOR A 6 BY 8 FOOT CONCRETE BOX CULVERT, AT THE T JUNCTION OF
 MS0056'2800 WEST STREET, 7.4 METERS (24 FT) SOUTHWEST OF THE HIGHWAY
 MS0056'CENTERLINE, 6.1 METERS (20 FT) EAST OF A POWER LINE JUNCTION POLE,
 MS0056'1.0 METER (3 FT) SOUTHEAST OF THE EXTENDED CENTER OF THE STREET.
 MS0056'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0282 ***********************************************************************
 MS0282  DESIGNATION -  P 95
 MS0282  PID         -  MS0282
 MS0282  STATE/COUNTY-  UT/BOX ELDER
 MS0282  COUNTRY     -  US
 MS0282  USGS QUAD   -  PEPLIN FLATS (2017)
 MS0282
 MS0282                         *CURRENT SURVEY CONTROL
 MS0282  ______________________________________________________________________
 MS0282* NAD 83(1986) POSITION- 41 38 48.34   (N) 113 13 16.90   (W)   HD_HELD1
 MS0282* NAVD 88 ORTHO HEIGHT -  1422.871 (meters)     4668.20  (feet) ADJUSTED
 MS0282  ______________________________________________________________________
 MS0282  GEOID HEIGHT    -        -15.808 (meters)                     GEOID18
 MS0282  DYNAMIC HEIGHT  -       1421.884 (meters)     4664.96  (feet) COMP
 MS0282  MODELED GRAVITY -    979,879.4   (mgal)                       NAVD 88
 MS0282
 MS0282  VERT ORDER      -  FIRST     CLASS II
 MS0282
 MS0282.The horizontal coordinates were determined by differentially corrected
 MS0282.hand held GPS observations or other comparable positioning techniques
 MS0282.and have an estimated accuracy of +/- 3 meters.
 MS0282
 MS0282.The orthometric height was determined by differential leveling and
 MS0282.adjusted by the NATIONAL GEODETIC SURVEY
 MS0282.in June 1991.
 MS0282
 MS0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0282.GEOID18 height accuracy estimate available here.
 MS0282
 MS0282.Click photographs - Photos may exist for this station.
 MS0282
 MS0282.The dynamic height is computed by dividing the NAVD 88
 MS0282.geopotential number by the normal gravity value computed on the
 MS0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0282.degrees latitude (g = 980.6199 gals.).
 MS0282
 MS0282.The modeled gravity was interpolated from observed gravity values.
 MS0282
 MS0282;                    North         East    Units  Estimated Accuracy
 MS0282;SPC UT N     - 1,147,279.7     356,610.0     MT  (+/- 3 meters HH1 GPS) 
 MS0282
 MS0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM1501212941(NAD 83)
 MS0282
 MS0282                          SUPERSEDED SURVEY CONTROL
 MS0282
 MS0282  NGVD 29 (??/??/92) 1421.822  (m)         4664.76   (f) ADJ UNCH    1 2
 MS0282
 MS0282.Superseded values are not recommended for survey control.
 MS0282
 MS0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0282.See file dsdata.pdf to determine how the superseded data were derived.
 MS0282
 MS0282_MARKER: DB = BENCH MARK DISK
 MS0282_SETTING: 80 = SET IN A BOULDER
 MS0282_STAMPING: P 95 1953
 MS0282_MARK LOGO: CGS
 MS0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0282+STABILITY: SURFACE MOTION
 MS0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0282+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2020
 MS0282
 MS0282  HISTORY     - Date     Condition        Report By
 MS0282  HISTORY     - 1953     MONUMENTED       CGS
 MS0282  HISTORY     - 20200404 GOOD             INDIV
 MS0282
 MS0282                          STATION DESCRIPTION
 MS0282
 MS0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0282'10.4 MI SW FROM KELTON.
 MS0282'10.4 MILES SOUTHWEST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0282'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0282'KELTON, 12 POLES (0.25 MILE) NORTHEAST OF MILEPOLE 723, ABOUT 110
 MS0282'YARDS NORTHEAST OF THE NORTHEAST END OF A SHORT CUT, IN THE TOP OF A
 MS0282'LONE 3- BY 4-FOOT CONGLOMERATE BOULDER PROJECTING 3 FEET ABOVE THE
 MS0282'GROUND, 163 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM A TELEPHONE
 MS0282'POLE MARKED BY THE WHITE PAINTED LETTERS BM, 121 FEET SOUTHEAST OF THE
 MS0282'CENTER LINE OF THE ROAD, AND ABOUT 12 FEET HIGHER THAN THE ROAD.
 MS0282
 MS0282                          STATION RECOVERY (2020)
 MS0282
 MS0282'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 MS0282'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0342 ***********************************************************************
 MS0342  DESIGNATION -  P 96
 MS0342  PID         -  MS0342
 MS0342  STATE/COUNTY-  UT/BOX ELDER
 MS0342  COUNTRY     -  US
 MS0342  USGS QUAD   -  TERRACE MOUNTAIN WEST (2017)
 MS0342
 MS0342                         *CURRENT SURVEY CONTROL
 MS0342  ______________________________________________________________________
 MS0342* NAD 83(1986) POSITION- 41 27 59.     (N) 113 36 46.     (W)   SCALED
 MS0342* NAVD 88 ORTHO HEIGHT -  1356.427 (meters)     4450.21  (feet) ADJUSTED
 MS0342  ______________________________________________________________________
 MS0342  GEOID HEIGHT    -        -16.430 (meters)                     GEOID18
 MS0342  DYNAMIC HEIGHT  -       1355.478 (meters)     4447.10  (feet) COMP
 MS0342  MODELED GRAVITY -    979,876.3   (mgal)                       NAVD 88
 MS0342
 MS0342  VERT ORDER      -  FIRST     CLASS II
 MS0342
 MS0342.The horizontal coordinates were scaled from a map and have
 MS0342.an estimated accuracy of +/- 6 seconds.
 MS0342
 MS0342.The orthometric height was determined by differential leveling and
 MS0342.adjusted by the NATIONAL GEODETIC SURVEY
 MS0342.in June 1991.
 MS0342
 MS0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0342.GEOID18 height accuracy estimate available here.
 MS0342
 MS0342.Click photographs - Photos may exist for this station.
 MS0342
 MS0342.The dynamic height is computed by dividing the NAVD 88
 MS0342.geopotential number by the normal gravity value computed on the
 MS0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0342.degrees latitude (g = 980.6199 gals.).
 MS0342
 MS0342.The modeled gravity was interpolated from observed gravity values.
 MS0342
 MS0342;                    North         East    Units  Estimated Accuracy
 MS0342;SPC UT N     - 1,127,970.      323,520.      MT  (+/- 180 meters Scaled)
 MS0342
 MS0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL818938(NAD 83)
 MS0342
 MS0342                          SUPERSEDED SURVEY CONTROL
 MS0342
 MS0342  NGVD 29 (??/??/92) 1355.393  (m)         4446.82   (f) ADJ UNCH    1 2
 MS0342
 MS0342.Superseded values are not recommended for survey control.
 MS0342
 MS0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0342.See file dsdata.pdf to determine how the superseded data were derived.
 MS0342
 MS0342_MARKER: DB = BENCH MARK DISK
 MS0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0342_STAMPING: P 96 1953
 MS0342_MARK LOGO: CGS
 MS0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0342+STABILITY: SURFACE MOTION
 MS0342
 MS0342  HISTORY     - Date     Condition        Report By
 MS0342  HISTORY     - 1953     MONUMENTED       CGS
 MS0342
 MS0342                          STATION DESCRIPTION
 MS0342
 MS0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0342'3.2 MI SW FROM WATERCRESS.
 MS0342'3.2 MILES SOUTHWEST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0342'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0342'WATERCRESS, 0.5 MILE (19 POLES) NORTHEAST OF MILEPOLE 696, ABOUT 2 1/2
 MS0342'MILES DUE SOUTHEAST OF A PROMINENT PYRAMID-SHAPED ROCK HILL, 43 FEET
 MS0342'NORTHWEST OF THE CENTER LINE OF THE ROAD, IN LINE WITH A ROW OF POLES,
 MS0342'6 FEET NORTHEAST OF TELEPHONE POLE 48B, 2.3 FEET SOUTHWEST OF A
 MS0342'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 MS0342'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0476 ***********************************************************************
 JM0476  DESIGNATION -  PACE
 JM0476  PID         -  JM0476
 JM0476  STATE/COUNTY-  UT/GRAND
 JM0476  COUNTRY     -  US
 JM0476  USGS QUAD   -  DOLORES POINT SOUTH (2019)
 JM0476
 JM0476                         *CURRENT SURVEY CONTROL
 JM0476  ______________________________________________________________________
 JM0476* NAD 83(1994) POSITION- 38 32 32.04796(N) 109 04 37.77774(W)   ADJUSTED
 JM0476* NAVD 88 ORTHO HEIGHT -  2789.4   (meters)     9152.    (feet) VERTCON3
 JM0476  ______________________________________________________________________
 JM0476  GEOID HEIGHT    -        -18.092 (meters)                     GEOID18
 JM0476  LAPLACE CORR    -         -9.83  (seconds)                    DEFLEC18
 JM0476  HORZ ORDER      -  THIRD
 JM0476
 JM0476.The horizontal coordinates were established by classical geodetic methods
 JM0476.and adjusted by the National Geodetic Survey in November 1997.
 JM0476
 JM0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0476
 JM0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0476.GEOID18 height accuracy estimate available here.
 JM0476
 JM0476.Click photographs - Photos may exist for this station.
 JM0476
 JM0476.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0476
 JM0476. The following values were computed from the NAD 83(1994) position.
 JM0476
 JM0476;                    North         East     Units Scale Factor Converg.
 JM0476;SPC UT C     - 2,026,054.737   711,233.533   MT  1.00015078   +1 33 07.3
 JM0476;SPC UT C     - 6,647,147.92  2,333,438.68   sFT  1.00015078   +1 33 07.3
 JM0476;UTM  12      - 4,267,732.421   667,576.668   MT  0.99994583   +1 11 54.2
 JM0476
 JM0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0476!SPC UT C     -   0.99956535  x   1.00015078  =   0.99971607
 JM0476!UTM  12      -   0.99956535  x   0.99994583  =   0.99951121
 JM0476
 JM0476:                Primary Azimuth Mark                     Grid Az
 JM0476:SPC UT C     -  BUCKEYE                                  153 42 18.4
 JM0476:UTM  12      -  BUCKEYE                                  154 03 31.5
 JM0476
 JM0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH6757667732(NAD 83)
 JM0476
 JM0476|---------------------------------------------------------------------|
 JM0476| PID    Reference Object                     Distance      Geod. Az  |
 JM0476|                                                           dddmmss.s |
 JM0476| JM0492 BUCKEYE                             APPROX.12.6 KM 1551525.7 |
 JM0476|---------------------------------------------------------------------|
 JM0476
 JM0476                          SUPERSEDED SURVEY CONTROL
 JM0476
 JM0476  NAD 83(1992)-  38 32 32.04168(N)    109 04 37.78212(W) AD(       ) 3
 JM0476  NAD 83(1986)-  38 32 32.04101(N)    109 04 37.77718(W) AD(       ) 3
 JM0476  NAD 27      -  38 32 32.08871(N)    109 04 35.38514(W) AD(       ) 3
 JM0476  NGVD 29 (07/19/86) 2788.1    (m)         9147.     (f) VERT ANG       
 JM0476
 JM0476.Superseded values are not recommended for survey control.
 JM0476
 JM0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0476.See file dsdata.pdf to determine how the superseded data were derived.
 JM0476
 JM0476_MARKER: DD = SURVEY DISK
 JM0476_SETTING: 66 = SET IN ROCK OUTCROP
 JM0476_STAMPING: PACE 1947
 JM0476_MARK LOGO: USGS
 JM0476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0476+STABILITY: POSITION/ELEVATION WELL
 JM0476
 JM0476  HISTORY     - Date     Condition        Report By
 JM0476  HISTORY     - 1947     MONUMENTED       USGS
 JM0476  HISTORY     - 1947     GOOD             USGS
 JM0476
 JM0476                          STATION DESCRIPTION
 JM0476
 JM0476'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (LMS)
 JM0476'STATION IS ON E. END OF A TIMBERED RIDGE JUST ABOVE AND W. OF SINBAD
 JM0476'VALLEY.
 JM0476'
 JM0476'STATION MARK AND SIGNAL--A PINE TREE ABOUT 50 FT. HIGH WITH LOWER
 JM0476'LIMBS CUT OFF.
 JM0476'
 JM0476'REFERENCE MARK--TRIANGULATION TABLET SET IN SOLID ROCK, 10.7 FT.
 JM0476'FROM TREE.  AZIMUTH TREE TO TABLET 88 DEGREES 45 MINUTES.
 JM0476'
 JM0476'STATION RECOVERED AS DESCRIBED.  SIGNAL TREE
 JM0476'HAD ROTTEN AND FALLEN OVER, ROOTS WERE DUG OUT, STANDARD TABLET
 JM0476'CEMENTED IN DRILL HOLE IN ROCK SET IN AREA WHERE ROOTS WERE REMOVED.
 JM0476'STATION IS NOW MORE EASILY REACHED FROM GATEWAY, COLORADO, BY DRIVING
 JM0476'UP JOHN BROWN CANYON FOR 10 MI. TO DIRT RD. WHICH TURNS OFF TO LEFT,
 JM0476'TURN LEFT (S.) ON THIS RD. AND CONTINUE 4.2 MI. TO TOP OF HEAVILY
 JM0476'TIMBERED RIDGE AND END OF RD.  PACK E. ALONG RIDGE TO POINT WHERE
 JM0476'RIDGE BREAKS OFF SHARPLY AND STATION IS LOCATED.  TIME OF PACK 30
 JM0476'MINUTES.  (POINT WAS THICKLY COVERED WITH GROWTH OF ASPEN AND PINE
 JM0476'WHICH WERE CLEARED TO PERMIT OBSERVATIONS TO N., E., AND S.)
 JM0476'
 JM0476'STATION MARK--STANDARD TABLET STAMPED ---PACE 1947--- CEMENTED IN
 JM0476'DRILL HOLE IN ROCK WHICH HAD BEEN SECURELY SET IN PLACE.
 JM0476'
 JM0476'REFERENCE MARK NO. 1--TRIANGULATION TABLET SET IN SOLID ROCK WHEN
 JM0476'ORIGINAL STATION WAS ESTABLISHED.  DISTANCE FROM NEW STATION TO
 JM0476'REFERENCE MARK, 11.0 FT., N 81 DEG 54 MIN W.
 JM0476'
 JM0476'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 JM0476'---PACE 1947--- CEMENTED IN OUTCROPPING BEDROCK, 33.1 FT. FROM
 JM0476'STATION MARK, N 36 DEG 25 MIN E.
 JM0476'
 JM0476'STATION REACHED BY HELICOPTER.
 JM0476
 JM0476                          STATION RECOVERY (1947)
 JM0476
 JM0476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 JM0476'STATION IS ON THE E. END OF A TIMBERED RIDGE JUST ABOUT AND W. OF
 JM0476'SINBAD VALLEY.  THERE IS A ROUGH WAGON RD. FROM PARADOX, COLORADO, TO
 JM0476'CASTLETON, UTAH, PASSING THE BUCKEYE RESERVOIR, GEYSER RESERVOIR,
 JM0476'ROBERTSONS SUMMER RANCH, AND THE TAYLOR RANCH.  STATION IS 2 OR 3 MI.
 JM0476'NE. OF TAYLORS RANCH.  MR. PACE HAS A RANCH ON ROCK CREEK ABOUT 1 MI.
 JM0476'BELOW TAYLORS, WHICH IS S. OF STATION.  THERE IS ANOTHER RD. ALMOST
 JM0476'ABANDONED, PASSING TO N. OF STATION, FROM THE SOURCE OF ROCK CREEK
 JM0476'TO SINBAD VALLEY AND THENCE TO GATEWAY, ON DOLORES RIVER.  ANIMALS
 JM0476'CAN BE RIDDEN TO POINT FROM ANY DIRECTION.
 JM0476'
 JM0476'NOTE--STATION RECOVERED AS DESCRIBED BY L. M. STEVENSON, SEPTEMBER
 JM0476'1947.  SIGNAL TREE HAD ROTTED AND FALLEN OVER, ROOTS WERE DUG OUT,
 JM0476'STANDARD TABLET CEMENTED IN DRILL HOLE IN ROCK SET IN AREA WHERE
 JM0476'ROOTS WERE REMOVED AND TRIANGULATION SIGNAL WAS PLACED OVER TABLET.
 JM0476'
 JM0476'TO REACH STATION FROM GATEWAY, COLORADO, DRIVE UP JOHN BROWN CANYON
 JM0476'10.8 MI. TO DIRT RD. WHICH TURNS OFF TO LEFT, TURN LEFT (S.) ON
 JM0476'THIS RD. AND CONTINUE 4.2 MI. TO TOP OF HEAVILY TIMBERED RIDGE AND
 JM0476'END OF TRUCK TRAVEL.  PACK E. ALONG RIDGE TO POINT WHERE RIDGE BREAKS
 JM0476'OFF SHARPLY AND STATION IS LOCATED.  TIME OF PACK - 30 MINUTES.
 JM0476'POINT WAS THICKLY COVERED WITH GROWTH OF ASPEN AND PINE WHICH WERE
 JM0476'CLEARED TO PERMIT OBSERVATIONS TO N., E., AND S.
 JM0476'
 JM0476'STATION MARK--STANDARD TABLET, STAMPED ---PACE 1947---, AND CEMENTED
 JM0476'IN DRILL HOLE IN ROCK, WHICH HAD BEEN SECURELY SET IN GROUND.
 JM0476'
 JM0476'REFERENCE MARK NO. 1--TRIANGULATION TABLET, SET IN SOLID ROCK WHEN
 JM0476'STATION WAS FIRST LOCATED, DISTANCE FROM STATION 11.0 FT.,
 JM0476'S 81 DEG 54 MIN E.
 JM0476'
 JM0476'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---PACE
 JM0476'1947---, AND CEMENTED IN OUTCROPPING BEDROCK, DISTANCE FROM STATION
 JM0476'33.1 FT., S 36 DEG 25 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0760 ***********************************************************************
 LO0760  DESIGNATION -  PACKARD
 LO0760  PID         -  LO0760
 LO0760  STATE/COUNTY-  UT/UTAH
 LO0760  COUNTRY     -  US
 LO0760  USGS QUAD   -  GRANGER MOUNTAIN (2017)
 LO0760
 LO0760                         *CURRENT SURVEY CONTROL
 LO0760  ______________________________________________________________________
 LO0760* NAD 83(1994) POSITION- 40 10 52.38241(N) 111 24 21.94452(W)   ADJUSTED
 LO0760* NAVD 88 ORTHO HEIGHT -  2354.8   (meters)     7726.    (feet) VERTCON3
 LO0760  ______________________________________________________________________
 LO0760  GEOID HEIGHT    -        -16.138 (meters)                     GEOID18
 LO0760  LAPLACE CORR    -          7.48  (seconds)                    DEFLEC18
 LO0760  HORZ ORDER      -  THIRD
 LO0760
 LO0760.The horizontal coordinates were established by classical geodetic methods
 LO0760.and adjusted by the National Geodetic Survey in November 1997.
 LO0760
 LO0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0760
 LO0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0760.GEOID18 height accuracy estimate available here.
 LO0760
 LO0760.Click photographs - Photos may exist for this station.
 LO0760
 LO0760.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0760
 LO0760. The following values were computed from the NAD 83(1994) position.
 LO0760
 LO0760;                    North         East     Units Scale Factor Converg.
 LO0760;SPC UT C     - 2,205,155.429   507,996.947   MT  0.99991704   +0 03 36.6
 LO0760;SPC UT C     - 7,234,747.44  1,666,653.32   sFT  0.99991704   +0 03 36.6
 LO0760;UTM  12      - 4,447,949.937   465,427.552   MT  0.99961471   -0 15 43.3
 LO0760
 LO0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0760!SPC UT C     -   0.99963326  x   0.99991704  =   0.99955033
 LO0760!UTM  12      -   0.99963326  x   0.99961471  =   0.99924811
 LO0760
 LO0760:                Primary Azimuth Mark                     Grid Az
 LO0760:SPC UT C     -  BOOT                                     150 57 32.8
 LO0760:UTM  12      -  BOOT                                     151 16 52.7
 LO0760
 LO0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK6542747949(NAD 83)
 LO0760
 LO0760|---------------------------------------------------------------------|
 LO0760| PID    Reference Object                     Distance      Geod. Az  |
 LO0760|                                                           dddmmss.s |
 LO0760| LO0754 BOOT                                APPROX. 6.7 KM 1510109.4 |
 LO0760|---------------------------------------------------------------------|
 LO0760
 LO0760                          SUPERSEDED SURVEY CONTROL
 LO0760
 LO0760  NAD 83(1993)-  40 10 52.38191(N)    111 24 21.94285(W) AD(       ) 3
 LO0760  NAD 83(1986)-  40 10 52.37216(N)    111 24 21.93654(W) AD(       ) 3
 LO0760  NAD 27      -  40 10 52.51924(N)    111 24 19.28676(W) AD(       ) 3
 LO0760  NGVD 29 (07/19/86) 2353.6    (m)         7722.     (f) VERT ANG       
 LO0760
 LO0760.Superseded values are not recommended for survey control.
 LO0760
 LO0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0760.See file dsdata.pdf to determine how the superseded data were derived.
 LO0760
 LO0760_MARKER: DD = SURVEY DISK
 LO0760_SETTING: 66 = SET IN ROCK OUTCROP
 LO0760_STAMPING: PACKARD 1964
 LO0760_MARK LOGO: USGS
 LO0760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0760+STABILITY: POSITION/ELEVATION WELL
 LO0760
 LO0760  HISTORY     - Date     Condition        Report By
 LO0760  HISTORY     - 1964     MONUMENTED       USGS
 LO0760
 LO0760                          STATION DESCRIPTION
 LO0760
 LO0760'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LO0760'LOCATED ABOUT 14 MI. NE. OF SPANISH FORK, 13.5 MI. SE. OF PROVO, AND
 LO0760'1.5 MI. S. OF RIGHT FORK OF HOBBLE CREEK, ON THE HIGHEST OF A SCRUB
 LO0760'OAK COVERED TOP KNOWN AS PUMPHOUSE HILL.
 LO0760'
 LO0760'STATION REACHED BY HELICOPTER.
 LO0760'
 LO0760'STATION MARK - STANDARD TABLET STAMPED ---PACKARD 1964--- CEMENTED IN
 LO0760'DRILL HOLE IN SOLID BEDROCK 1.4 FT. BENEATH THE SURFACE OF THE GROUND.
 LO0760'
 LO0760'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.1
 LO0760'1964--- WELDED IN TOP OF 2 IN. IRON PIPE PROJECTING 0.8 FT. ABOVE
 LO0760'GROUND, 26.74 FT. FROM STATION, N 18 DEG 11 MIN E.
 LO0760'
 LO0760'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.2
 LO0760'1964--- WELDED IN TOP OF A 2 INCH IRON PIPE PROJECTING 1 FT. ABOVE
 LO0760'GROUND, 18.82 FT. FROM STATION MARK, S 53 DEG 39 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0361 ***********************************************************************
 LP0361  DESIGNATION -  PACKARD
 LP0361  PID         -  LP0361
 LP0361  STATE/COUNTY-  UT/SALT LAKE
 LP0361  COUNTRY     -  US
 LP0361  USGS QUAD   -  MAGNA (2017)
 LP0361
 LP0361                         *CURRENT SURVEY CONTROL
 LP0361  ______________________________________________________________________
 LP0361* NAD 83(1994) POSITION- 40 41 47.27155(N) 112 00 24.17139(W)   ADJUSTED
 LP0361* NAVD 88 ORTHO HEIGHT -  1304.7   (meters)     4281.    (feet) VERTCON3
 LP0361  ______________________________________________________________________
 LP0361  GEOID HEIGHT    -        -17.192 (meters)                     GEOID18
 LP0361  LAPLACE CORR    -          0.50  (seconds)                    DEFLEC18
 LP0361  HORZ ORDER      -  FIRST
 LP0361
 LP0361.The horizontal coordinates were established by classical geodetic methods
 LP0361.and adjusted by the National Geodetic Survey in November 1997.
 LP0361
 LP0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0361
 LP0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0361.GEOID18 height accuracy estimate available here.
 LP0361
 LP0361.Click photographs - Photos may exist for this station.
 LP0361
 LP0361.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0361
 LP0361. The following values were computed from the NAD 83(1994) position.
 LP0361
 LP0361;                    North         East     Units Scale Factor Converg.
 LP0361;SPC UT C     - 2,262,484.735   457,172.241   MT  1.00001189   -0 19 28.5
 LP0361;SPC UT C     - 7,422,835.33  1,499,905.93   sFT  1.00001189   -0 19 28.5
 LP0361;UTM  12      - 4,505,549.865   414,945.904   MT  0.99968904   -0 39 23.3
 LP0361
 LP0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0361!SPC UT C     -   0.99979807  x   1.00001189  =   0.99980996
 LP0361!UTM  12      -   0.99979807  x   0.99968904  =   0.99948717
 LP0361
 LP0361:                Primary Azimuth Mark                     Grid Az
 LP0361:SPC UT C     -  HUNTER RAD STA KRGO MAST                 351 06 28.9
 LP0361:UTM  12      -  HUNTER RAD STA KRGO MAST                 351 26 23.7
 LP0361
 LP0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1494505549(NAD 83)
 LP0361
 LP0361|---------------------------------------------------------------------|
 LP0361| PID    Reference Object                     Distance      Geod. Az  |
 LP0361|                                                           dddmmss.s |
 LP0361| CM5703 PACKARD RM 1                          4.824 METERS 08518     |
 LP0361| LP0370 MAGNA HERCULES INC E TANK           APPROX. 6.0 KM 2181503.7 |
 LP0361| LP0357 BACCHUS AF PLANT 81 TANK            APPROX. 4.4 KM 2255755.9 |
 LP0361| CM5704 PACKARD RM 2                          6.018 METERS 29730     |
 LP0361| LP0362 HUNTER RAD STA KRGO MAST            APPROX. 3.2 KM 3504700.4 |
 LP0361|---------------------------------------------------------------------|
 LP0361
 LP0361                          SUPERSEDED SURVEY CONTROL
 LP0361
 LP0361  NAD 83(1993)-  40 41 47.27047(N)    112 00 24.17037(W) AD(       ) 1
 LP0361  NAD 83(1986)-  40 41 47.26072(N)    112 00 24.16295(W) AD(       ) 1
 LP0361  NAD 27      -  40 41 47.45371(N)    112 00 21.38259(W) AD(       ) 1
 LP0361  NGVD 29 (07/19/86) 1303.8    (m)         4278.     (f) VERT ANG       
 LP0361
 LP0361.Superseded values are not recommended for survey control.
 LP0361
 LP0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0361.See file dsdata.pdf to determine how the superseded data were derived.
 LP0361
 LP0361_MARKER: DH = HORIZONTAL CONTROL DISK
 LP0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0361_STAMPING: PACKARD 1973
 LP0361_MARK LOGO: NGS
 LP0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0361+STABILITY: SURFACE MOTION
 LP0361
 LP0361  HISTORY     - Date     Condition        Report By
 LP0361  HISTORY     - 1973     MONUMENTED       NGS
 LP0361
 LP0361                          STATION DESCRIPTION
 LP0361
 LP0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LP0361'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH OF KEARNS, 4.5 MILES
 LP0361'WEST OF GRANGER, 5 MILES EAST OF MAGNA AND SOUTH OF STATE HIGHWAY
 LP0361'171.
 LP0361'
 LP0361'TO REACH THE STATION FROM STATE HIGHWAY 171 AND 5600 WEST STREET,
 LP0361'GO EAST ON STATE HIGHWAY 171 FOR 1.0 MILE TO THE STATION ON THE
 LP0361'RIGHT SIDE OF STATE HIGHWAY 171.
 LP0361'
 LP0361'STATION MARK IS A STANDARD DISK STAMPED PACKARD 1973, SET IN
 LP0361'THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 5 INCHES
 LP0361'ABOVE THE GROUND SURFACE.  IT IS 19.5 FEET WEST OF A POWER POLE,
 LP0361'40 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 171.
 LP0361'
 LP0361'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PACKARD NO 1 1973,
 LP0361'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 1
 LP0361'INCH ABOVE THE GROUND SURFACE.  IT IS 2 FEET WEST OF A POWER
 LP0361'POLE, 38 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 171 AND ABOUT
 LP0361'THE SAME ELEVATION AS THE STATION.
 LP0361'
 LP0361'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PACKARD NO 2 1973,
 LP0361'CEMENTED IN A DRILL HOLE IN A CULVERT.  IT IS 21 FEET
 LP0361'WEST-NORTHWEST OF A POWER POLE AND 31 FEET SOUTH OF THE CENTER OF
 LP0361'STATE HIGHWAY 171 AND ABOUT 1.5 FEET LOWER IN ELEVATION THAN THE
 LP0361'STATION.
 LP0361'
 LP0361'TO REACH 1S 2W 2509 (SL CO) MARK FROM THE STATION, GO WEST ON
 LP0361'STATE HIGHWAY 171 FOR 1.0 MILE TO 5600 WEST STREET.  TURN RIGHT AND
 LP0361'GO NORTH ON 5600 WEST STREET FOR 1.0 MILE TO THE MARK IN THE
 LP0361'INTERSECTION OF 5600 WEST STREET AND 2700 SOUTH STREET.
 LP0361'
 LP0361'1S 2W 2509 (SL CO) IS A STANDARD COUNTY BRASS DISK, STAMPED SEC
 LP0361'COR 23 24 26 25 T 1S R 2 W.  IT IS SET IN A 6-INCH ROUND CONCRETE
 LP0361'MONUMENT THAT IS 6 INCHES BELOW THE ROAD SURFACE WITH A METAL COVER
 LP0361'OVER TOP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0612 ***********************************************************************
 HO0612  DESIGNATION -  PAGE
 HO0612  PID         -  HO0612
 HO0612  STATE/COUNTY-  UT/IRON
 HO0612  COUNTRY     -  US
 HO0612  USGS QUAD   -  STODDARD MOUNTAIN (2017)
 HO0612
 HO0612                         *CURRENT SURVEY CONTROL
 HO0612  ______________________________________________________________________
 HO0612* NAD 83(1994) POSITION- 37 34 35.64237(N) 113 21 35.38816(W)   ADJUSTED
 HO0612* NAVD 88 ORTHO HEIGHT -  2554.8   (meters)     8382.    (feet) VERTCON3
 HO0612  ______________________________________________________________________
 HO0612  GEOID HEIGHT    -        -22.261 (meters)                     GEOID18
 HO0612  LAPLACE CORR    -         10.00  (seconds)                    DEFLEC18
 HO0612  HORZ ORDER      -  THIRD
 HO0612
 HO0612.The horizontal coordinates were established by classical geodetic methods
 HO0612.and adjusted by the National Geodetic Survey in November 1997.
 HO0612
 HO0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0612
 HO0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0612.GEOID18 height accuracy estimate available here.
 HO0612
 HO0612.Click photographs - Photos may exist for this station.
 HO0612
 HO0612.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0612
 HO0612. The following values were computed from the NAD 83(1994) position.
 HO0612
 HO0612;                    North         East     Units Scale Factor Converg.
 HO0612;SPC UT S     - 3,102,617.095   335,729.533   MT  0.99995782   -1 08 22.2
 HO0612;SPC UT S     -10,179,169.59  1,101,472.64   sFT  0.99995782   -1 08 22.2
 HO0612;UTM  12      - 4,161,453.812   291,612.377   MT  1.00013492   -1 26 22.5
 HO0612
 HO0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0612!SPC UT S     -   0.99960275  x   0.99995782  =   0.99956058
 HO0612!UTM  12      -   0.99960275  x   1.00013492  =   0.99973761
 HO0612
 HO0612:                Primary Azimuth Mark                     Grid Az
 HO0612:SPC UT S     -  IRON ECC                                 351 42 16.0
 HO0612:UTM  12      -  IRON ECC                                 352 00 16.3
 HO0612
 HO0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG9161261453(NAD 83)
 HO0612
 HO0612|---------------------------------------------------------------------|
 HO0612| PID    Reference Object                     Distance      Geod. Az  |
 HO0612|                                                           dddmmss.s |
 HO0612| HO0610 IRON ECC                            APPROX. 7.6 KM 3503353.8 |
 HO0612|---------------------------------------------------------------------|
 HO0612
 HO0612                          SUPERSEDED SURVEY CONTROL
 HO0612
 HO0612  NAD 83(1986)-  37 34 35.63938(N)    113 21 35.38196(W) AD(       ) 3
 HO0612  NAD 27      -  37 34 35.72320(N)    113 21 32.54317(W) AD(       ) 3
 HO0612  NGVD 29 (07/19/86) 2553.6    (m)         8378.     (f) VERT ANG       
 HO0612
 HO0612.Superseded values are not recommended for survey control.
 HO0612
 HO0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0612.See file dsdata.pdf to determine how the superseded data were derived.
 HO0612
 HO0612_MARKER: DB = BENCH MARK DISK
 HO0612_SETTING: 66 = SET IN ROCK OUTCROP
 HO0612_STAMPING: PAGE 1948
 HO0612_MARK LOGO: USGS
 HO0612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0612+STABILITY: POSITION/ELEVATION WELL
 HO0612
 HO0612  HISTORY     - Date     Condition        Report By
 HO0612  HISTORY     - 1948     MONUMENTED       USGS
 HO0612  HISTORY     - 20180812 GOOD             INDIV
 HO0612
 HO0612                          STATION DESCRIPTION
 HO0612
 HO0612'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 HO0612'LOCATED ABOUT 18.0 MI. WSW. OF CEDAR CITY, 2.7 MI. SE. OF COLUMBIA
 HO0612'STEEL CO. IRON PITS, 1.5 MI. S. OF STATE HIGHWAY 56, ON A HEAVILY
 HO0612'BRUSH COVERED AND WOODED RIDGE SLOPING GRADUALLY FROM W. TO E.
 HO0612'STATION IS ON HIGHEST POINT OF SE. EDGE OF HIGHEST PEAK IN ARE
 HO0612'GOOD VISIBILITY IN ALL DIRECTIONS.
 HO0612'
 HO0612'TO REACH FROM CEDAR CITY, DRIVE W. FOR 17.8 MI. ON STATE HIGHWAY 56
 HO0612'TO RD. FORKS, TURN SW. ON PINTO ROAD 1.4 MI. TO DIM RD., TURN E. AND
 HO0612'FOLLOW DIM RD. THROUGH CEDARS FOR 1.7 MI. TO END OF RD. AND END TRUCK
 HO0612'TRAVEL.  PACK SE. ALONG TRAIL UP DRAW FOR 1.5 MI. TO CLEARED SLOPE,
 HO0612'TURN SW. UP BARE STEEP SLOPE TO STATION.  A 2 HOUR PACK.
 HO0612'
 HO0612'STATION MARK--STANDARD TABLET, STAMPED ---PAGE 1948---, CEMENTED IN
 HO0612'BEDROCK.
 HO0612'
 HO0612'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0612'1---, CEMENTED IN ROCK.
 HO0612'
 HO0612'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0612'2---, CEMENTED IN ROCK, 4.3 FT. LOWER THAN STATION MARK.
 HO0612
 HO0612                          STATION RECOVERY (2018)
 HO0612
 HO0612'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (TWG)
 HO0612'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 HO0612'REFERENCE MARK 1 WAS NOT FOUND.  THE ENTIRE TOP OF THIS PEAK IS
 HO0612'HEAVILY COVERED IN TREES AND DESERT SCRUB.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0562 ***********************************************************************
 HO0562  DESIGNATION -  PAH
 HO0562  PID         -  HO0562
 HO0562  STATE/COUNTY-  UT/KANE
 HO0562  COUNTRY     -  US
 HO0562  USGS QUAD   -  SKUTUMPAH CREEK (2017)
 HO0562
 HO0562                         *CURRENT SURVEY CONTROL
 HO0562  ______________________________________________________________________
 HO0562* NAD 83(1994) POSITION- 37 18 55.37712(N) 112 18 34.77184(W)   ADJUSTED
 HO0562* NAVD 88 ORTHO HEIGHT -  2090.6   (meters)     6859.    (feet) VERTCON3
 HO0562  ______________________________________________________________________
 HO0562  GEOID HEIGHT    -        -21.327 (meters)                     GEOID18
 HO0562  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 HO0562  HORZ ORDER      -  THIRD
 HO0562
 HO0562.The horizontal coordinates were established by classical geodetic methods
 HO0562.and adjusted by the National Geodetic Survey in November 1997.
 HO0562
 HO0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0562
 HO0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0562.GEOID18 height accuracy estimate available here.
 HO0562
 HO0562.Click photographs - Photos may exist for this station.
 HO0562
 HO0562.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0562
 HO0562. The following values were computed from the NAD 83(1994) position.
 HO0562
 HO0562;                    North         East     Units Scale Factor Converg.
 HO0562;SPC UT S     - 3,072,307.253   428,231.669   MT  0.99998454   -0 29 45.8
 HO0562;SPC UT S     -10,079,728.05  1,404,956.73   sFT  0.99998454   -0 29 45.8
 HO0562;UTM  12      - 4,130,663.801   383,952.050   MT  0.99976589   -0 47 38.4
 HO0562
 HO0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0562!SPC UT S     -   0.99967539  x   0.99998454  =   0.99965993
 HO0562!UTM  12      -   0.99967539  x   0.99976589  =   0.99944135
 HO0562
 HO0562:                Primary Azimuth Mark                     Grid Az
 HO0562:SPC UT S     -  FINDLAY                                  062 54 54.5
 HO0562:UTM  12      -  FINDLAY                                  063 12 47.1
 HO0562
 HO0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG8395230663(NAD 83)
 HO0562
 HO0562|---------------------------------------------------------------------|
 HO0562| PID    Reference Object                     Distance      Geod. Az  |
 HO0562|                                                           dddmmss.s |
 HO0562| HO0543 FINDLAY                             APPROX. 5.9 KM 0622508.7 |
 HO0562|---------------------------------------------------------------------|
 HO0562
 HO0562                          SUPERSEDED SURVEY CONTROL
 HO0562
 HO0562  NAD 83(1992)-  37 18 55.37544(N)    112 18 34.77156(W) AD(       ) 3
 HO0562  NAD 83(1986)-  37 18 55.37448(N)    112 18 34.77112(W) AD(       ) 3
 HO0562  NAD 27      -  37 18 55.45183(N)    112 18 32.05465(W) AD(       ) 3
 HO0562  NGVD 29 (07/19/86) 2089.4    (m)         6855.     (f) VERT ANG       
 HO0562
 HO0562.Superseded values are not recommended for survey control.
 HO0562
 HO0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0562.See file dsdata.pdf to determine how the superseded data were derived.
 HO0562
 HO0562_MARKER: DB = BENCH MARK DISK
 HO0562_SETTING: 80 = SET IN A BOULDER
 HO0562_STAMPING: PAH 1954
 HO0562_MARK LOGO: USGS
 HO0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0562+STABILITY: SURFACE MOTION
 HO0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0562+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2021
 HO0562
 HO0562  HISTORY     - Date     Condition        Report By
 HO0562  HISTORY     - 1954     MONUMENTED       USGS
 HO0562  HISTORY     - 20210506 GOOD             INDIV
 HO0562
 HO0562                          STATION DESCRIPTION
 HO0562
 HO0562'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HO0562'LOCATED ABOUT 25 MI. NE. OF KANAB, 21 MI. NW. OF INTERSECTION OF
 HO0562'PARIA RD. AND CRAWFORD CREEK, 20 MI. W. OF THE PARIA AND ALTON RD.
 HO0562'JUNCTION WHICH IS LOCATED 8 MI. E. OF KANAB, ON HIGHEST LARGE POINT
 HO0562'OF CONICAL SHAPED HILL.
 HO0562'
 HO0562'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 89 AND STATE HIGHWAY 136,
 HO0562'DRIVE E. ON STATE HIGHWAY 136 FOR 7.9 MI. TO PARIA JUNCTION, TAKE
 HO0562'LEFT FORK FOR 14.4 MI. TO A JUNCTION BENEATH A BARREL SHAPED
 HO0562'PROJECTION OF A WHITE SANDSTONE PLATEAU, TAKE LEFT FORK CROSS DRAIN
 HO0562'FOR 2 MI. TO JUNCTION MARKED BY SIGN READING ---ALTON AND
 HO0562'SKUTUMPAH---, TAKE RIGHT FORK AND CONTINUE ON MAIN TRAVELED RD. FOR
 HO0562'3 MI. TO THREE RD. JUNCTION ON A BARE, OPEN FLAT, TAKE EXTREME LEFT
 HO0562'FORK AND GO N. FOR 0.6 MI. TO RD. FORKS, TAKE LEFT FORK 0.1 MI. TO
 HO0562'ANOTHER RD. FORKS, TAKE RIGHT FORK 0.2 MI. TO END OF RD. AND BASE OF
 HO0562'STATION.  A 45 MINUTE HIKE TO TOP OF HILL AND STATION.
 HO0562'
 HO0562'STATION MARK--STANDARD TABLET, STAMPED ---PAH 1954---, CEMENTED IN
 HO0562'SANDSTONE BOULDER.
 HO0562'
 HO0562'REFERENCE MARKS--NONE.
 HO0562
 HO0562                          STATION RECOVERY (2021)
 HO0562
 HO0562'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 HO0562'TO REACH FROM CENTER OF GLENDALE UTAH, GO NORTH ON US 89 FOR 0.9 MI
 HO0562'(1.4 KM) AND TURN RIGHT ONTO THE GLENDALE BENCH ROAD.  TAKE THIS ROAD
 HO0562'FOR 7.7 MI (12.4 KM) TO THE INTERSECTION WITH UT-136.  CONTINUE ON
 HO0562'UT-136 FOR 7.3 MI (11.7 KM) TO A 3 WAY INTERSECTION.  TURN LEFT,
 HO0562'NORTHEAST AND GO 6.3 MI (10.1 KM) TO A DIM ROAD ON THE LEFT.  TURN
 HO0562'LEFT AND TAKE THE DIM ROAD FOR 1.1 MI (1.8 KM) TO THE SOUTHEAST BASE
 HO0562'OF THE PEAK.  HIKE NORTHWEST UP THE RIDGE FOR 0.6 MI (1.0 KM) TO THE
 HO0562'STATION.  THERE IS A FLAT TOPPED MOUNTAIN ABOUT 0.5 MI (0.8 KM) TO THE
 HO0562'NORTH WHICH IS ABOUT 200 FT (61.0 M) HIGHER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0537 ***********************************************************************
 HO0537  DESIGNATION -  PANGUITCH
 HO0537  PID         -  HO0537
 HO0537  STATE/COUNTY-  UT/GARFIELD
 HO0537  COUNTRY     -  US
 HO0537  USGS QUAD   -  PANGUITCH (2017)
 HO0537
 HO0537                         *CURRENT SURVEY CONTROL
 HO0537  ______________________________________________________________________
 HO0537* NAD 83(1994) POSITION- 37 48 58.37061(N) 112 24 20.17241(W)   ADJUSTED
 HO0537* NAVD 88 ORTHO HEIGHT -  2073.4   (meters)     6802.    (feet) VERTCON3
 HO0537  ______________________________________________________________________
 HO0537  GEOID HEIGHT    -        -20.226 (meters)                     GEOID18
 HO0537  LAPLACE CORR    -          4.86  (seconds)                    DEFLEC18
 HO0537  HORZ ORDER      -  SECOND
 HO0537
 HO0537.The horizontal coordinates were established by classical geodetic methods
 HO0537.and adjusted by the National Geodetic Survey in November 1997.
 HO0537
 HO0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0537
 HO0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0537.GEOID18 height accuracy estimate available here.
 HO0537
 HO0537.Click photographs - Photos may exist for this station.
 HO0537
 HO0537.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0537
 HO0537. The following values were computed from the NAD 83(1994) position.
 HO0537
 HO0537;                    North         East     Units Scale Factor Converg.
 HO0537;SPC UT S     - 3,127,966.941   420,265.640   MT  0.99995145   -0 33 17.5
 HO0537;SPC UT S     -10,262,338.21  1,378,821.52   sFT  0.99995145   -0 33 17.5
 HO0537;UTM  12      - 4,186,354.474   376,281.314   MT  0.99978852   -0 51 42.9
 HO0537
 HO0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0537!SPC UT S     -   0.99967793  x   0.99995145  =   0.99962940
 HO0537!UTM  12      -   0.99967793  x   0.99978852  =   0.99946652
 HO0537
 HO0537:                Primary Azimuth Mark                     Grid Az
 HO0537:SPC UT S     -  AIRPORT                                  021 23 53.7
 HO0537:UTM  12      -  AIRPORT                                  021 42 19.1
 HO0537
 HO0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG7628186354(NAD 83)
 HO0537
 HO0537|---------------------------------------------------------------------|
 HO0537| PID    Reference Object                     Distance      Geod. Az  |
 HO0537|                                                           dddmmss.s |
 HO0537| CH3867 PANGUITCH RM 2                       14.135 METERS 01047     |
 HO0537| HO0536 AIRPORT                             APPROX. 3.9 KM 0205036.2 |
 HO0537| CH3866 PANGUITCH RM                         26.168 METERS 21851     |
 HO0537|---------------------------------------------------------------------|
 HO0537
 HO0537                          SUPERSEDED SURVEY CONTROL
 HO0537
 HO0537  NAD 83(1986)-  37 48 58.36885(N)    112 24 20.17335(W) AD(       ) 2
 HO0537  NAD 27      -  37 48 58.45144(N)    112 24 17.43198(W) AD(       ) 2
 HO0537  NGVD 29 (07/19/86) 2072.0    (m)         6798.     (f) VERT ANG       
 HO0537
 HO0537.Superseded values are not recommended for survey control.
 HO0537
 HO0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0537.See file dsdata.pdf to determine how the superseded data were derived.
 HO0537
 HO0537_MARKER: DD = SURVEY DISK
 HO0537_SETTING: 66 = SET IN ROCK OUTCROP
 HO0537_STAMPING: PANGUITCH
 HO0537_MARK LOGO: USGS
 HO0537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0537+STABILITY: POSITION/ELEVATION WELL
 HO0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0537+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 HO0537
 HO0537  HISTORY     - Date     Condition        Report By
 HO0537  HISTORY     - 1929     MONUMENTED       USGS
 HO0537  HISTORY     - 1971     GOOD             USGS
 HO0537  HISTORY     - 20060810 GOOD             INDIV
 HO0537
 HO0537                          STATION DESCRIPTION
 HO0537
 HO0537'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 HO0537'FOUND AS DESCRIBED.  STATION MARK AND REFERENCE MARK NO. 1 IN GOOD
 HO0537'CONDITION. REFERENCE MARK NO. 2 WAS SET AT THIS TIME.
 HO0537'
 HO0537'LOCATED ABOUT 1.6 MI. E. OF PANGUITCH POST OFFICE, 0.5 MI. W. OF THE
 HO0537'SEVIER RIVER, ON A SAGEBRUSH COVERED HILL KNOWN LOCALLY AS ROLLER
 HO0537'MILL HILL.
 HO0537'
 HO0537'TO REACH FROM PANGUITCH, DRIVE E. ON U.S. HIGHWAY 89 FOR 1.6 MI. TO
 HO0537'TRACK RD. ON RIGHT, LEAVE MAIN HIGHWAY AND FOLLOW TRACK RD. 0.4 MI.
 HO0537'TO TOP OF RIDGE AND ABANDONED DUMP, TURN LEFT OFF RD. AND FOLLOW TOP
 HO0537'OF RIDGE 0.2 MI. TO STATION.
 HO0537'
 HO0537'STATION MARK--STANDARD USGS TABLET, STAMPED ---PANGUITCH---, CEMENTED
 HO0537'IN A ROCK.
 HO0537'
 HO0537'REFERENCE MARK NO. 1--STANDARD USGS TABLET, STAMPED ---PANGUITCH---,
 HO0537'CEMENTED IN A ROCK.
 HO0537'
 HO0537'REFERENCE MARK NO. 2--STANDARD USGS TABLET, STAMPED ---PANGUITCH
 HO0537'1929 NO 2 1971---, CEMENTED IN A ROCK.
 HO0537
 HO0537                          STATION RECOVERY (1971)
 HO0537
 HO0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HO0537'RM 1 TO RM 2 NOT MEASURED.
 HO0537'
 HO0537'FOUND AS DESCRIBED.  STATION MARK AND REFERENCE MARK NO. 1 IN GOOD
 HO0537'CONDITION.  REFERENCE MARK NO. 2 WAS SET AT THIS TIME.
 HO0537'
 HO0537'LOCATED ABOUT 1.6 MI. E. OF PANGUITCH POST OFFICE, 0.5 MI. W. OF THE
 HO0537'SEVIER RIVER, ON A SAGEBRUSH COVERED HILL KNOWN LOCALLY AS ROLLER
 HO0537'MILL HILL.
 HO0537'
 HO0537'TO REACH FROM PANGUITCH, DRIVE E. ON U.S. HIGHWAY 89 FOR 1.6 MI. TO
 HO0537'TRACK RD. ON RIGHT, LEAVE MAIN HIGHWAY AND FOLLOW TRACK RD. 0.4 MI.
 HO0537'TO TOP OF RIDGE AND ABANDONED DUMP, TURN LEFT OFF RD. AND FOLLOW TOP
 HO0537'OF RIDGE 0.2 MI. TO STATION.
 HO0537'
 HO0537'STATION MARK--STANDARD USGS TABLET, STAMPED ---PANGUITCH---, CEMENTED
 HO0537'IN A ROCK.
 HO0537'
 HO0537'REFERENCE MARK NO. 1--STANDARD USGS TABLET, STAMPED ---PANGUITCH---,
 HO0537'CEMENTED IN A ROCK.
 HO0537'
 HO0537'REFERENCE MARK NO. 2--STANDARD USGS TABLET, STAMPED ---PANGUITCH 1929
 HO0537'NO 2 1971---, CEMENTED IN A ROCK.
 HO0537
 HO0537                          STATION RECOVERY (2006)
 HO0537
 HO0537'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DBG)
 HO0537'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0782 ***********************************************************************
 HN0782  DESIGNATION -  PARADISE
 HN0782  PID         -  HN0782
 HN0782  STATE/COUNTY-  UT/KANE
 HN0782  COUNTRY     -  US
 HN0782  USGS QUAD   -  HORSE MOUNTAIN (2017)
 HN0782
 HN0782                         *CURRENT SURVEY CONTROL
 HN0782  ______________________________________________________________________
 HN0782* NAD 83(1994) POSITION- 37 29 13.21690(N) 111 44 01.40159(W)   ADJUSTED
 HN0782* NAVD 88 ORTHO HEIGHT -  2176.3   (meters)     7140.    (feet) VERTCON3
 HN0782  ______________________________________________________________________
 HN0782  GEOID HEIGHT    -        -21.107 (meters)                     GEOID18
 HN0782  LAPLACE CORR    -          2.06  (seconds)                    DEFLEC18
 HN0782  HORZ ORDER      -  THIRD
 HN0782
 HN0782.The horizontal coordinates were established by classical geodetic methods
 HN0782.and adjusted by the National Geodetic Survey in November 1997.
 HN0782
 HN0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0782
 HN0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0782.GEOID18 height accuracy estimate available here.
 HN0782
 HN0782.Click photographs - Photos may exist for this station.
 HN0782
 HN0782.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0782
 HN0782. The following values were computed from the NAD 83(1994) position.
 HN0782
 HN0782;                    North         East     Units Scale Factor Converg.
 HN0782;SPC UT S     - 3,091,069.414   479,330.140   MT  0.99996466   -0 08 35.5
 HN0782;SPC UT S     -10,141,283.57  1,572,602.30   sFT  0.99996466   -0 08 35.5
 HN0782;UTM  12      - 4,149,152.380   435,134.497   MT  0.99965183   -0 26 47.6
 HN0782
 HN0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0782!SPC UT S     -   0.99966191  x   0.99996466  =   0.99962658
 HN0782!UTM  12      -   0.99966191  x   0.99965183  =   0.99931386
 HN0782
 HN0782:                Primary Azimuth Mark                     Grid Az
 HN0782:SPC UT S     -  ROUND                                    263 40 21.2
 HN0782:UTM  12      -  ROUND                                    263 58 33.3
 HN0782
 HN0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG3513449152(NAD 83)
 HN0782
 HN0782|---------------------------------------------------------------------|
 HN0782| PID    Reference Object                     Distance      Geod. Az  |
 HN0782|                                                           dddmmss.s |
 HN0782| HN0805 ROUND                               APPROX.12.5 KM 2633145.7 |
 HN0782|---------------------------------------------------------------------|
 HN0782
 HN0782                          SUPERSEDED SURVEY CONTROL
 HN0782
 HN0782  NAD 83(1986)-  37 29 13.21197(N)    111 44 01.40306(W) AD(       ) 3
 HN0782  NAD 27      -  37 29 13.26877(N)    111 43 58.78111(W) AD(       ) 3
 HN0782  NGVD 29 (07/19/86) 2175.1    (m)         7136.     (f) VERT ANG       
 HN0782
 HN0782.Superseded values are not recommended for survey control.
 HN0782
 HN0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0782.See file dsdata.pdf to determine how the superseded data were derived.
 HN0782
 HN0782_MARKER: DD = SURVEY DISK
 HN0782_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0782_STAMPING: PARADISE 1962
 HN0782_MARK LOGO: USGS
 HN0782_MAGNETIC: P = MARKER IS A STEEL PIPE
 HN0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0782
 HN0782  HISTORY     - Date     Condition        Report By
 HN0782  HISTORY     - 1962     MONUMENTED       USGS
 HN0782
 HN0782                          STATION DESCRIPTION
 HN0782
 HN0782'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HN0782'LOCATED ABOUT 21 MI. (AIRLINE) SSW. OF ESCALANTE, ABOUT 15 MI. ESE.
 HN0782'OF HENRIEVILLE, ABOUT 2 MI. E. OF BLUE WASH, 2 MI. W. OF PARADISE
 HN0782'CANYON, ON THE HIGHEST POINT OF A WOODED TOP.  STATION REACHED BY
 HN0782'HELICOPTER.
 HN0782'
 HN0782'STATION MARK--STANDARD TABLET, STAMPED ---PARADISE 1962---, WELDED ON
 HN0782'A 4 IN. IRON PIPE AND THE IRON PIPE BURIED IN THE GROUND WITH 10 IN.
 HN0782'EXTENDING ABOVE THE GROUND.
 HN0782'
 HN0782'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, DRIVEN IN S. FACE OF
 HN0782'PINE TREE, 23.1 FT. FROM STATION MARK, N 32 DEG 22 MIN E.
 HN0782'
 HN0782'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, DRIVEN IN E. FACE OF
 HN0782'CEDAR TREE, 8.4 FT. FROM STATION MARK, N 56 DEG 07 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0794 ***********************************************************************
 HN0794  DESIGNATION -  PARIA
 HN0794  PID         -  HN0794
 HN0794  STATE/COUNTY-  UT/KANE
 HN0794  COUNTRY     -  US
 HN0794  USGS QUAD   -  BIG WATER (2017)
 HN0794
 HN0794                         *CURRENT SURVEY CONTROL
 HN0794  ______________________________________________________________________
 HN0794* NAD 83(1994) POSITION- 37 04 52.75391(N) 111 42 07.96164(W)   ADJUSTED
 HN0794* NAVD 88 ORTHO HEIGHT -  1424.4   (meters)     4673.    (feet) VERTCON3
 HN0794  ______________________________________________________________________
 HN0794  GEOID HEIGHT    -        -23.084 (meters)                     GEOID18
 HN0794  LAPLACE CORR    -         -4.38  (seconds)                    DEFLEC18
 HN0794  HORZ ORDER      -  THIRD
 HN0794
 HN0794.The horizontal coordinates were established by classical geodetic methods
 HN0794.and adjusted by the National Geodetic Survey in November 1997.
 HN0794
 HN0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0794
 HN0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0794.GEOID18 height accuracy estimate available here.
 HN0794
 HN0794.Click photographs - Photos may exist for this station.
 HN0794
 HN0794.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0794
 HN0794. The following values were computed from the NAD 83(1994) position.
 HN0794
 HN0794;                    North         East     Units Scale Factor Converg.
 HN0794;SPC UT S     - 3,046,039.385   482,019.544   MT  1.00002596   -0 07 26.0
 HN0794;SPC UT S     - 9,993,547.55  1,581,425.79   sFT  1.00002596   -0 07 26.0
 HN0794;UTM  12      - 4,104,124.199   437,586.147   MT  0.99964799   -0 25 24.3
 HN0794
 HN0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0794!SPC UT S     -   0.99978013  x   1.00002596  =   0.99980609
 HN0794!UTM  12      -   0.99978013  x   0.99964799  =   0.99942820
 HN0794
 HN0794:                Primary Azimuth Mark                     Grid Az
 HN0794:SPC UT S     -  WEAP                                     088 54 24.3
 HN0794:UTM  12      -  WEAP                                     089 12 22.6
 HN0794
 HN0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG3758604124(NAD 83)
 HN0794
 HN0794|---------------------------------------------------------------------|
 HN0794| PID    Reference Object                     Distance      Geod. Az  |
 HN0794|                                                           dddmmss.s |
 HN0794| HN0783 WEAP                                APPROX. 8.0 KM 0884658.3 |
 HN0794|---------------------------------------------------------------------|
 HN0794
 HN0794                          SUPERSEDED SURVEY CONTROL
 HN0794
 HN0794  NAD 83(1992)-  37 04 52.75308(N)    111 42 07.96157(W) AD(       ) 3
 HN0794  NAD 83(1986)-  37 04 52.74843(N)    111 42 07.95961(W) AD(       ) 3
 HN0794  NAD 27      -  37 04 52.80147(N)    111 42 05.35505(W) AD(       ) 3
 HN0794  NGVD 29 (07/19/86) 1423.5    (m)         4670.     (f) VERT ANG       
 HN0794
 HN0794.Superseded values are not recommended for survey control.
 HN0794
 HN0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0794.See file dsdata.pdf to determine how the superseded data were derived.
 HN0794
 HN0794_MARKER: DD = SURVEY DISK
 HN0794_SETTING: 66 = SET IN ROCK OUTCROP
 HN0794_STAMPING: PARIA 1953
 HN0794_MARK LOGO: USGS
 HN0794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0794+STABILITY: POSITION/ELEVATION WELL
 HN0794
 HN0794  HISTORY     - Date     Condition        Report By
 HN0794  HISTORY     - 1953     MONUMENTED       USGS
 HN0794
 HN0794                          STATION DESCRIPTION
 HN0794
 HN0794'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0794'LOCATED ABOUT 57 MI. E. OF KANAB, 2 MI. SW. OF CONFLUENCE OF COYOTE
 HN0794'AND WAHWEAP CREEKS, ON A LARGE PROMINIENT HILL ON HIGHEST POINT,
 HN0794'ABOUT 400 FT. FROM W. EDGE.
 HN0794'
 HN0794'STATION REACHED BY HELICOPTER.
 HN0794'
 HN0794'STATION MARK - STANDARD TABLET STAMPED ---PARIA 1953--- CEMENTED IN
 HN0794'LARGE SANDSTONE ROCK.
 HN0794'
 HN0794'REFERENCE MARK NO.1 - A 3/4 IN. PIPE DRIVEN IN GROUND, 50.09 FT. FROM
 HN0794'STATION MARK, N 26 DEG 56 MIN W, AND 1.3 FT. LOWER.
 HN0794'
 HN0794'REFERENCE MARK NO.2 - A 3/4 IN. PIPE DRIVEN IN GROUND, 49.56 FT. FROM
 HN0794'STATION MARK, S 76 DEG 33 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1072 ***********************************************************************
 LO1072  DESIGNATION -  PARIETTE
 LO1072  PID         -  LO1072
 LO1072  STATE/COUNTY-  UT/DUCHESNE
 LO1072  COUNTRY     -  US
 LO1072  USGS QUAD   -  MYTON SE (2017)
 LO1072
 LO1072                         *CURRENT SURVEY CONTROL
 LO1072  ______________________________________________________________________
 LO1072* NAD 83(1994) POSITION- 40 03 18.87164(N) 110 00 59.72906(W)   ADJUSTED
 LO1072* NAVD 88 ORTHO HEIGHT -  1630.25  (+/-2cm)     5348.6   (feet) VERTCON3
 LO1072  ______________________________________________________________________
 LO1072  GEOID HEIGHT    -        -17.932 (meters)                     GEOID18
 LO1072  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC18
 LO1072  HORZ ORDER      -  THIRD
 LO1072  VERT ORDER      -  THIRD ? (See Below)
 LO1072
 LO1072.The horizontal coordinates were established by classical geodetic methods
 LO1072.and adjusted by the National Geodetic Survey in November 1997.
 LO1072
 LO1072.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1072
 LO1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1072.GEOID18 height accuracy estimate available here.
 LO1072
 LO1072.The vertical order pertains to the NGVD 29 superseded value.
 LO1072
 LO1072.Click photographs - Photos may exist for this station.
 LO1072
 LO1072.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1072
 LO1072. The following values were computed from the NAD 83(1994) position.
 LO1072
 LO1072;                    North         East     Units Scale Factor Converg.
 LO1072;SPC UT C     - 2,192,214.038   626,554.168   MT  0.99990619   +0 57 00.9
 LO1072;SPC UT C     - 7,192,288.89  2,055,619.80   sFT  0.99990619   +0 57 00.9
 LO1072;UTM  12      - 4,434,351.828   583,876.495   MT  0.99968661   +0 37 58.4
 LO1072
 LO1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1072!SPC UT C     -   0.99974713  x   0.99990619  =   0.99965334
 LO1072!UTM  12      -   0.99974713  x   0.99968661  =   0.99943382
 LO1072
 LO1072:                Primary Azimuth Mark                     Grid Az
 LO1072:SPC UT C     -  PARIETTE AZ MK                           343 58 26.2
 LO1072:UTM  12      -  PARIETTE AZ MK                           344 17 28.7
 LO1072
 LO1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK8387634351(NAD 83)
 LO1072
 LO1072|---------------------------------------------------------------------|
 LO1072| PID    Reference Object                     Distance      Geod. Az  |
 LO1072|                                                           dddmmss.s |
 LO1072| CP6355 PARIETTE RM 2                         3.343 METERS 07847     |
 LO1072| CP6354 PARIETTE RM 1                         5.068 METERS 33126     |
 LO1072| CP6353 PARIETTE AZ MK                                     3445527.1 |
 LO1072|---------------------------------------------------------------------|
 LO1072
 LO1072                          SUPERSEDED SURVEY CONTROL
 LO1072
 LO1072  NAD 83(1993)-  40 03 18.86793(N)    110 00 59.73049(W) AD(       ) 3
 LO1072  NAD 83(1986)-  40 03 18.85041(N)    110 00 59.72009(W) AD(       ) 3
 LO1072  NAD 27      -  40 03 18.98100(N)    110 00 57.19300(W) AD(       ) 3
 LO1072  NGVD 29            1629.06   (m)         5344.7    (f) LEVELING    3  
 LO1072
 LO1072.Superseded values are not recommended for survey control.
 LO1072
 LO1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1072.See file dsdata.pdf to determine how the superseded data were derived.
 LO1072
 LO1072_MARKER: DD = SURVEY DISK
 LO1072_SETTING: 66 = SET IN ROCK OUTCROP
 LO1072_STAMPING: PARIETTE M 1934
 LO1072_MARK LOGO: USGS
 LO1072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO1072+STABILITY: POSITION/ELEVATION WELL
 LO1072
 LO1072  HISTORY     - Date     Condition        Report By
 LO1072  HISTORY     - 1934     MONUMENTED       USGS
 LO1072  HISTORY     - 1947     GOOD             CGS
 LO1072  HISTORY     - 1963     GOOD             USGS
 LO1072
 LO1072                          STATION DESCRIPTION
 LO1072
 LO1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LO1072'STATION IS LOCATED ON TOP OF A SMALL ROCKY PEAK LOCALLY KNOWN
 LO1072'AS CASTLE PEAK, ABOUT 10 MILES AIRLINE AND 13 MILES BY ROAD
 LO1072'SOUTH-SOUTHEAST OF MYTON AND ABOUT 0.2 MILE SOUTHWEST OF A
 LO1072'MINE SHAFT.  THE MARK IS A U.S.G.S. BRONZE DISK SET FLUSH IN
 LO1072'BEDROCK AND STAMPED--PARIETTE M 1934.
 LO1072'
 LO1072'REFERENCE MARK NO. 1 IS A U.S.G.S. BRONZE DISK SET FLUSH IN
 LO1072'BEDROCK, APPROXIMATELY 5 FEET LOWER THAN STATION.  THE MARK
 LO1072'IS STAMPED--PARIETTE NO 1.
 LO1072'
 LO1072'REFERENCE MARK NO. 2 IS A U.S.G.S. BRONZE DISK SET FLUSH IN
 LO1072'BEDROCK, APPROXIMATELY 6 INCHES LOWER THAN STATION.  MARK IS
 LO1072'STAMPED--PARIETTE NO 2.
 LO1072'
 LO1072'AZIMUTH MARK IS A BRONZE DISK SET FLUSH WITH GROUND, APPROXIMATELY
 LO1072'80 FEET EAST OF CENTER LINE OF ROAD TO STATION, 10 FEET EAST
 LO1072'OF EDGE OF RIM AND STAMPED--PARIETTE USGS 1946.
 LO1072'
 LO1072'TO REACH FROM MYTON, GO WEST ON U.S. HIGHWAY 40 FOR 1.8 MILES
 LO1072'TO JUNCTION WITH STATE ROUTE 53.  TURN LEFT (SOUTH) ON STATE
 LO1072'ROUTE 53 AND GO 0.6 MILE TO THREE FORKS.  TAKE MIDDLE FORK AND
 LO1072'GO 1.1 MILES TO FORK AND SIGN PRICE.  KEEP LEFT FORK AND GO
 LO1072'7.0 MILES TO FORK, AT PARIETTE MINE.  KEEP MAIN TRAVELED
 LO1072'ROAD THAT GOES TO ANOTHER MINE, AND CONTINUE 1.7 MILES TO
 LO1072'AZIMUTH MARK AS DESCRIBED ABOVE.  CONTINUE 0.3 MILE TO FORK.
 LO1072'KEEP RIGHT FORK TOWARDS ANOTHER MINE AND GO 0.1 MILE TO MINE.
 LO1072'CONTINUE ON ROAD PAST MINE AND GO 0.3 MILE TO DIM ROAD RIGHT.
 LO1072'TURN RIGHT AND GO 0.05 MILE TO END OF TRUCK TRAVEL AT OLD
 LO1072'SHACK.  PACK SOUTHWEST TO HIGHEST POINT AND STATION SITE.
 LO1072'A TEN MINUTE PACK.
 LO1072
 LO1072                          STATION RECOVERY (1963)
 LO1072
 LO1072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LO1072'RECOVERED.
 LO1072'
 LO1072'STATION MARK--STANDARD TABLET, STAMPED ---PARIETTE M 1934---, CEMENTED
 LO1072'IN SOLID ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0716 ***********************************************************************
 LO0716  DESIGNATION -  PARK
 LO0716  PID         -  LO0716
 LO0716  STATE/COUNTY-  UT/WASATCH
 LO0716  COUNTRY     -  US
 LO0716  USGS QUAD   -  HEBER CITY (2017)
 LO0716
 LO0716                         *CURRENT SURVEY CONTROL
 LO0716  ______________________________________________________________________
 LO0716* NAD 83(1994) POSITION- 40 36 04.99915(N) 111 29 11.32621(W)   ADJUSTED
 LO0716* NAVD 88 ORTHO HEIGHT -  2855.2   (meters)     9367.    (feet) VERTCON3
 LO0716  ______________________________________________________________________
 LO0716  GEOID HEIGHT    -        -15.442 (meters)                     GEOID18
 LO0716  LAPLACE CORR    -         -6.73  (seconds)                    DEFLEC18
 LO0716  HORZ ORDER      -  FIRST
 LO0716
 LO0716.The horizontal coordinates were established by classical geodetic methods
 LO0716.and adjusted by the National Geodetic Survey in November 1997.
 LO0716
 LO0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0716
 LO0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0716.GEOID18 height accuracy estimate available here.
 LO0716
 LO0716.Click photographs - Photos may exist for this station.
 LO0716
 LO0716.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0716
 LO0716. The following values were computed from the NAD 83(1994) position.
 LO0716
 LO0716;                    North         East     Units Scale Factor Converg.
 LO0716;SPC UT C     - 2,251,805.630   501,144.362   MT  0.99998827   +0 00 31.2
 LO0716;SPC UT C     - 7,387,798.97  1,644,171.13   sFT  0.99998827   +0 00 31.2
 LO0716;UTM  12      - 4,494,622.672   458,840.762   MT  0.99962085   -0 18 59.8
 LO0716
 LO0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0716!SPC UT C     -   0.99955473  x   0.99998827  =   0.99954300
 LO0716!UTM  12      -   0.99955473  x   0.99962085  =   0.99917574
 LO0716
 LO0716:                Primary Azimuth Mark                     Grid Az
 LO0716:SPC UT C     -  9356                                     030 28 51.4
 LO0716:UTM  12      -  9356                                     030 48 22.4
 LO0716
 LO0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK5884094622(NAD 83)
 LO0716
 LO0716|---------------------------------------------------------------------|
 LO0716| PID    Reference Object                     Distance      Geod. Az  |
 LO0716|                                                           dddmmss.s |
 LO0716| CM5192 9356                                               0302922.6 |
 LO0716| LO0715 WASATCH SUMMIT LINE POST 2334         1.619 METERS 12847     |
 LO0716| CM5709 PARK RM 1                             2.700 METERS 18315     |
 LO0716| CM5710 PARK RM 2                             6.691 METERS 27851     |
 LO0716| CM5708 PARK AZ MK                                         2920142.0 |
 LO0716| LO0818 PORCUPINE PK AIR BCN PROP TYPE      APPROX.29.7 KM 3534245.2 |
 LO0716|---------------------------------------------------------------------|
 LO0716
 LO0716                          SUPERSEDED SURVEY CONTROL
 LO0716
 LO0716  NAD 83(1993)-  40 36 04.99930(N)    111 29 11.32456(W) AD(       ) 1
 LO0716  NAD 83(1986)-  40 36 04.98592(N)    111 29 11.31675(W) AD(       ) 1
 LO0716  NAD 27      -  40 36 05.17048(N)    111 29 08.59632(W) AD(       ) 1
 LO0716  NGVD 29 (07/19/86) 2853.9    (m)         9363.     (f) VERT ANG       
 LO0716
 LO0716.Superseded values are not recommended for survey control.
 LO0716
 LO0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0716.See file dsdata.pdf to determine how the superseded data were derived.
 LO0716
 LO0716_MARKER: DS = TRIANGULATION STATION DISK
 LO0716_SETTING: 66 = SET IN ROCK OUTCROP
 LO0716_STAMPING: PARK 1938
 LO0716_MARK LOGO: CGS
 LO0716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0716+STABILITY: POSITION/ELEVATION WELL
 LO0716
 LO0716  HISTORY     - Date     Condition        Report By
 LO0716  HISTORY     - 1938     MONUMENTED       CGS
 LO0716  HISTORY     - 1950     GOOD             USGS
 LO0716  HISTORY     - 1973     GOOD             NGS
 LO0716
 LO0716                          STATION DESCRIPTION
 LO0716
 LO0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 LO0716'STATION IS ON TOP OF A SHARP, NEARLY BARE PEAK HAVING A SMALL
 LO0716'GROUP OF FIR TREES ON NW SLOPE.  IT LIES APPROXIMATELY 3 MILES
 LO0716'SSE OF PARK CITY, 7-1/2 MILES NNW OF HEBER AND 11 MILES WSW OF
 LO0716'KAMAS.
 LO0716'
 LO0716'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LO0716'IN BEDROCK AS DESCRIBED.
 LO0716'
 LO0716'REACHED FROM PARK CITY AS FOLLOWS--FROM POST OFFICE GO SE ON
 LO0716'MAIN STREET 1.35 MILES TO A GRAVEL ROAD LEADING LEFT, AT JUDGE
 LO0716'LEAD, ZINC, AND SILVER MINE.  TURN LEFT ON GRAVEL ROAD AND
 LO0716'FOLLOW MAIN ROAD 3.4 MILES TO FORKS ON TOP OF HIGH RIDGE, TURN
 LO0716'SHARP LEFT AND GO 0.25 MILE ALONG TOP OF RIDGE TO FORK, TAKE
 LO0716'RIGHT FORK AND GO 0.15 MILE TO MINE BUILDINGS.  FROM REAR OF
 LO0716'BUILDINGS GO EASTERLY ACROSS COUNTRY, ALONG TOP OF RIDGE 0.2
 LO0716'MILE TO A SMALL PEAK AND END OF TRUCK TRAVEL.  AZIMUTH MARK IS
 LO0716'ON THIS PEAK.  FROM THIS POINT STATION LIES ESE APPROXIMATELY
 LO0716'1/2 MILE.  IT IS A 40-MINUTE PACK.  GO SE DOWN SLOPE TO
 LO0716'SADDLE, THEN SE TO TOP OF RIDGE, THEN E ON RIDGE TO HIGHEST
 LO0716'POINT AND STATION.
 LO0716'
 LO0716'THE WASATCH-SUMMIT COUNTY LINE POST NO. 2334 IS AN IRON PIPE WITH
 LO0716'IRON CAP.
 LO0716'
 LO0716'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
 LO0716
 LO0716                          STATION RECOVERY (1950)
 LO0716
 LO0716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 LO0716'RECOVERED.
 LO0716
 LO0716                          STATION RECOVERY (1973)
 LO0716
 LO0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0716'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LO0716'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND BM 9356
 LO0716'(USGS) WAS USED AS AN AZIMUTH.  DISTANCE AND DIRECTION TO EXISTING
 LO0716'MARKS COMPARED FAVORABLY WITH THE 1938 DATA.  BECAUSE OF ROAD
 LO0716'CHANGES A NEW DESCRIPTION FOLLOWS--
 LO0716'
 LO0716'THE STATION IS LOCATED ABOUT 11 MILES WEST-SOUTHWEST OF KAMAS,
 LO0716'7-1/2 MILES NORTH-NORTHWEST OF HEBER AND 3 MILES SOUTH-SOUTHEAST
 LO0716'OF PARK CITY ON A SHARP, NEARLY BARE, PEAK HAVING A SMALL GROUP
 LO0716'OF FIR TREES ON THE NORTHWEST SLOPE.  THERE IS A LARGE MICROWAVE
 LO0716'REFLECTOR ON THE NEXT MOUNTAIN TO THE NORTH-NORTHEAST.
 LO0716'
 LO0716'TO REACH THE STATION FROM THE POST OFFICE IN PARK CITY GO SOUTH
 LO0716'ON STATE HIGHWAY 224 FOR 0.35 MILE TO A SIDE ROAD ON LEFT.  TURN
 LO0716'LEFT AND GO EAST 0.05 MILE TO A FORK.  TAKE RIGHT FORK ON STATE
 LO0716'HIGHWAY 224 AND CLIMB ON WINDING ROAD 1.5 MILES TO END OF
 LO0716'PAVEMENT.  CONTINUE ON STATE HIGHWAY 224 WINDING 2.3 MILES TO
 LO0716'DIM SIDE ROAD ON LEFT.  CONTINUE ON MAIN TRAVELED ROAD (STATE
 LO0716'HIGHWAY 224) 0.2 MILE TO SIDE ROAD ON LEFT.  TURN LEFT AND GO
 LO0716'SOUTHEAST 0.1 MILE TO FORK.  TAKE RIGHT FORK 0.4 MILE TO
 LO0716'FORK.  TAKE LEFT FORK AND GO EAST ON WINDING ROAD 0.3 MILE TO
 LO0716'REVERSE FORK.  CONTINUE AHEAD 0.2 MILE TO REVERSE FORK.
 LO0716'CONTINUE AHEAD 0.4 MILE TO A SIDE ROAD ON LEFT.  TURN LEFT AND
 LO0716'CLIMB 0.5 MILE TO A SMALL SADDLE AND DIM SIDE ROAD ON LEFT.
 LO0716'CONTINUE EAST ON MAIN ROAD 0.25 MILE TO A FORK.  (TO REACH BM
 LO0716'9356 TAKE LEFT FORK NORTH-NORTHEAST ON MAIN BLADED ROAD TO
 LO0716'LARGE MICROWAVE REFLECTOR ON WEST EDGE OF MOUNTAIN AND THE
 LO0716'MARK ABOUT 75 FEET EAST.) TAKE RIGHT FORK AND CLIMB SOUTH
 LO0716'UP STEEP HILL TO HIGHEST PEAK AND STATION.  (A 4-WHEEL-DRIVE
 LO0716'VEHICLE IS REQUIRED.)
 LO0716'
 LO0716'THE STATION MARK IS A STANDARD DISK STAMPED PARK 1938 CEMENTED
 LO0716'IN A DRILL HOLE IN ROCK ABOUT FLUSH WITH THE GROUND.  IT IS ON
 LO0716'THE HIGHEST POINT OF THE MOUNTAIN 5.3 FEET NORTHWEST OF
 LO0716'SUMMIT-WASATCH COUNTY LINE NUMBER 2334.
 LO0716'
 LO0716'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED PARK NO 1
 LO0716'1938 CEMENTED IN A DRILL HOLE IN BEDROCK PROJECTING 6 INCHES
 LO0716'ABOVE GROUND.  IT IS ABOUT 2 FEET LOWER THAN THE STATION MARK.
 LO0716'
 LO0716'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED PARK NO 2
 LO0716'1938 CEMENTED IN A DRILL HOLE IN BEDROCK PROJECTING 2 INCHES ABOVE
 LO0716'GROUND.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 LO0716'
 LO0716'BM 9356 WHICH SERVES AS THE AZIMUTH MARK IS A STANDARD
 LO0716'U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED 9356 FT CEMENTED
 LO0716'IN A DRILL HOLE IN A LARGE GRANITE BOULDER PROJECTING 5 FEET
 LO0716'ON ITS WEST SIDE.  IT IS ABOUT 75 PACES EAST OF THE EASTERNMOST
 LO0716'MICROWAVE REFLECTOR AND 28.3 FEET SOUTH-SOUTHWEST OF A PIPE
 LO0716'ON THE HIGHEST POINT OF THE HILL.
 LO0716'
 LO0716'SUMMIT-WASATCH COUNTY LINE MARKER IS A DISK MARKED 2334 BRAZED
 LO0716'TO AN IRON PIPE.  IT IS LOOSE IN THE GROUND.
 LO0716'
 LO0716'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO0716'3 MILES SOUTH-SOUTHEAST OF PARK CITY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0625 ***********************************************************************
 LN0625  DESIGNATION -  PARK
 LN0625  PID         -  LN0625
 LN0625  STATE/COUNTY-  UT/UINTAH
 LN0625  COUNTRY     -  US
 LN0625  USGS QUAD   -  SPLIT MOUNTAIN (2017)
 LN0625
 LN0625                         *CURRENT SURVEY CONTROL
 LN0625  ______________________________________________________________________
 LN0625* NAD 83(1994) POSITION- 40 29 13.16172(N) 109 11 05.02900(W)   ADJUSTED
 LN0625* NAVD 88 ORTHO HEIGHT -  1555.2   (meters)     5102.    (feet) VERTCON3
 LN0625  ______________________________________________________________________
 LN0625  GEOID HEIGHT    -        -16.048 (meters)                     GEOID18
 LN0625  LAPLACE CORR    -          3.89  (seconds)                    DEFLEC18
 LN0625  HORZ ORDER      -  SECOND
 LN0625
 LN0625.The horizontal coordinates were established by classical geodetic methods
 LN0625.and adjusted by the National Geodetic Survey in November 1997.
 LN0625
 LN0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0625
 LN0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0625.GEOID18 height accuracy estimate available here.
 LN0625
 LN0625.Click photographs - Photos may exist for this station.
 LN0625
 LN0625.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0625
 LN0625. The following values were computed from the NAD 83(1994) position.
 LN0625
 LN0625;                    North         East     Units Scale Factor Converg.
 LN0625;SPC UT C     - 2,241,642.746   696,269.066   MT  0.99996352   +1 28 59.2
 LN0625;SPC UT C     - 7,354,456.24  2,284,342.76   sFT  0.99996352   +1 28 59.2
 LN0625;UTM  12      - 4,483,393.224   653,848.608   MT  0.99989136   +1 10 43.8
 LN0625
 LN0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0625!SPC UT C     -   0.99975861  x   0.99996352  =   0.99972214
 LN0625!UTM  12      -   0.99975861  x   0.99989136  =   0.99965000
 LN0625
 LN0625:                Primary Azimuth Mark                     Grid Az
 LN0625:SPC UT C     -  PARK AZ MK                               044 36 47.4
 LN0625:UTM  12      -  PARK AZ MK                               044 55 02.8
 LN0625
 LN0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK5384883393(NAD 83)
 LN0625
 LN0625|---------------------------------------------------------------------|
 LN0625| PID    Reference Object                     Distance      Geod. Az  |
 LN0625|                                                           dddmmss.s |
 LN0625| CP6359 PARK AZ MK                                         0460546.6 |
 LN0625| CP6360 PARK RM 1                             8.252 METERS 08346     |
 LN0625| CP6361 PARK RM 2                             9.635 METERS 20335     |
 LN0625|---------------------------------------------------------------------|
 LN0625
 LN0625                          SUPERSEDED SURVEY CONTROL
 LN0625
 LN0625  NAD 83(1993)-  40 29 13.15877(N)    109 11 05.02489(W) AD(       ) 2
 LN0625  NAD 83(1992)-  40 29 13.14488(N)    109 11 05.01597(W) AD(       ) 2
 LN0625  NAD 83(1986)-  40 29 13.14456(N)    109 11 05.01606(W) AD(       ) 2
 LN0625  NAD 27      -  40 29 13.27800(N)    109 11 02.56200(W) AD(       ) 2
 LN0625  NGVD 29 (07/19/86) 1554.0    (m)         5098.     (f) VERT ANG       
 LN0625
 LN0625.Superseded values are not recommended for survey control.
 LN0625
 LN0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0625.See file dsdata.pdf to determine how the superseded data were derived.
 LN0625
 LN0625_MARKER: DS = TRIANGULATION STATION DISK
 LN0625_SETTING: 66 = SET IN ROCK OUTCROP
 LN0625_STAMPING: PARK 1947
 LN0625_MARK LOGO: CGS
 LN0625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0625+STABILITY: POSITION/ELEVATION WELL
 LN0625
 LN0625  HISTORY     - Date     Condition        Report By
 LN0625  HISTORY     - 1947     MONUMENTED       CGS
 LN0625
 LN0625                          STATION DESCRIPTION
 LN0625
 LN0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LN0625'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHWEST OF RAINBOW
 LN0625'PARK, 0.1 MILE WEST AND 100 FEET HIGHER THAN THE GREEN RIVER,
 LN0625'ON A CEDAR-COVERED RIDGE THAT EXTENDS NORTHEAST FROM THE BASE
 LN0625'OF SPLIT MOUNTAIN.  THE STATION MARK IS A BRONZE DISK SET FLUSH
 LN0625'100 YARDS NORTHEAST OF WHERE THE RIDGE JOINS THE MOUNTAIN.  IT
 LN0625'IS STAMPED, PARK 1947.
 LN0625'
 LN0625'REFERENCE MARK NO. 1 IS A BRONZE DISK SET ON EAST BRIM OF RIDGE
 LN0625'2 FEET LOWER THAN THE STATION MARK.  IT IS FLUSH AND IS STAMPED,
 LN0625'PARK NO 1 1947.
 LN0625'
 LN0625'REFERENCE MARK NO. 2 IS A BRONZE DISK SET ON TOP OF RIDGE.  3 FEET
 LN0625'HIGHER THAN THE STATION MARK.  IT IS FLUSH AND IS STAMPED,
 LN0625'PARK NO 2 1947.
 LN0625'
 LN0625'THE AZIMUTH MARK IS A BRONZE DISK, PROJECTS 16 INCHES, IS ON THE
 LN0625'SOUTH SLOPE OF AN EAST-WEST RIDGE, 50 FEET WEST OF THE RIVER
 LN0625'BANK AND 200 FEET SOUTH OF THE END OF TRUCK TRAVEL.  IT IS
 LN0625'STAMPED, PARK 1947.
 LN0625'
 LN0625'TO REACH THE STATION FROM VERNAL.  GO NORTH ON STATE HIGHWAY
 LN0625'44, 0.5 MILE TO A CROSSROAD.  TURN RIGHT, GO 5.2 MILES TO A
 LN0625'FORK.  TURN RIGHT, GO 1.3 MILE TO A FORK.  GO 0.5 MILE TO A FORK.
 LN0625'CONTINUE TO LEFT 4.5 MILES TO A FORK.  TURN LEFT, GO 10.4 MILES
 LN0625'TO A SIGN, U.S. DEPARTMENT OF INTERIOR, BOUNDARY LINE, DINOSAUR
 LN0625'NATIONAL MONUMENT.  CONTINUE 1.9 MILE TO A ROAD RIGHT.  TURN
 LN0625'RIGHT, GO 0.9 MILE TO END OF TRUCK TRAVEL AT END OF ROAD AT
 LN0625'RIVER BANK.  WALK SOUTHERLY ALONG RIVER BANK TO LAST GROVE OF
 LN0625'TREES AT SOUTH END OF OPEN AREA.  BEAR TO THE RIGHT, CLIMB TO
 LN0625'TOP OF RIDGE AND STATION.  A 30 MINUTE PACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DL7734 ***********************************************************************
 DL7734  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL7734  DESIGNATION -  PARKVALLEYUT2007 CORS ARP
 DL7734  CORS_ID     -  P100
 DL7734  PID         -  DL7734
 DL7734  STATE/COUNTY-  UT/BOX ELDER
 DL7734  COUNTRY     -  US
 DL7734  USGS QUAD   -  PARK VALLEY (2017)
 DL7734
 DL7734                         *CURRENT SURVEY CONTROL
 DL7734  ______________________________________________________________________
 DL7734* NAD 83(2011) POSITION- 41 51 24.46625(N) 113 17 39.12415(W)   ADJUSTED
 DL7734* NAD 83(2011) ELLIP HT-  1884.136 (meters)        (04/??/25)   ADJUSTED
 DL7734* NAD 83(2011) EPOCH   -  2010.00
 DL7734  ______________________________________________________________________
 DL7734  GEOID HEIGHT    -        -14.696 (meters)                     GEOID18
 DL7734  NAD 83(2011) X  - -1,881,970.787 (meters)                     COMP
 DL7734  NAD 83(2011) Y  - -4,371,104.979 (meters)                     COMP
 DL7734  NAD 83(2011) Z  -  4,235,027.376 (meters)                     COMP
 DL7734
 DL7734  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7734  Standards:
 DL7734         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7734            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7734  -------------------------------------------------------------------
 DL7734  NETWORK    0.23   0.58           0.10   0.08   0.30      0.03431100
 DL7734  -------------------------------------------------------------------
 DL7734
 DL7734.The coordinates were established by GPS observations
 DL7734.and adjusted by the National Geodetic Survey in April 2025.
 DL7734
 DL7734.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7734.been affixed to the stable North American Tectonic Plate. 
 DL7734
 DL7734.The coordinates are valid at the epoch date displayed above
 DL7734.which is a decimal equivalence of Year/Month/Day.
 DL7734
 DL7734.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DL7734.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DL7734.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DL7734.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DL7734.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DL7734.published epoch of 2010.00.
 DL7734
 DL7734.Additional information on MYCS is available at:
 DL7734.https://geodesy.noaa.gov/CORS/index.shtml
 DL7734
 DL7734.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7734.GEOID18 height accuracy estimate available here.
 DL7734
 DL7734.The PID for the CORS L1 Phase Center is DL7735.
 DL7734
 DL7734.Click photographs - Photos may exist for this station.
 DL7734
 DL7734.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL7734
 DL7734.The ellipsoidal height was determined by GPS observations
 DL7734.and is referenced to NAD 83.
 DL7734
 DL7734. The following values were computed from the NAD 83(2011) position.
 DL7734
 DL7734;                    North         East     Units Scale Factor Converg.
 DL7734;SPC UT N     - 1,170,725.628   351,024.930   MT  1.00001275   -1 10 58.9
 DL7734;SPC UT N     - 3,840,955.66  1,151,654.29   sFT  1.00001275   -1 10 58.9
 DL7734;UTM  12      - 4,636,421.405   309,568.648   MT  1.00004626   -1 31 52.7
 DL7734
 DL7734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7734!SPC UT N     -   0.99970457  x   1.00001275  =   0.99971732
 DL7734!UTM  12      -   0.99970457  x   1.00004626  =   0.99975082
 DL7734
 DL7734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM0956836421(NAD 83)
 DL7734
 DL7734                          SUPERSEDED SURVEY CONTROL
 DL7734
 DL7734  NAD 83(2011)-  41 51 24.46631(N)    113 17 39.12429(W) AD(2010.00) c
 DL7734  ELLIP H (06/??/19) 1884.139  (m)                       GP(2010.00) c c
 DL7734  NAD 83(2011)-  41 51 24.46638(N)    113 17 39.12432(W) AD(2010.00) c
 DL7734  ELLIP H (08/??/11) 1884.135  (m)                       GP(2010.00) c c
 DL7734  NAD 83(CORS)-  41 51 24.46618(N)    113 17 39.12368(W) AD(2002.00) c
 DL7734  ELLIP H (05/??/10) 1884.129  (m)                       GP(2002.00) c c
 DL7734
 DL7734.Superseded values are not recommended for survey control.
 DL7734
 DL7734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7734.See file dsdata.pdf to determine how the superseded data were derived.
 DL7734
 DL7734_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DL7734
 DL7734                          STATION DESCRIPTION
 DL7734
 DL7734'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DL7734'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DL7734'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DL7734'AND LOG FILES ACCESSIBLE AT:
 DL7734'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DL7736 ***********************************************************************
 DL7736  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL7736  DESIGNATION -  PARKVALLEYUT2007 CORS GRP
 DL7736  CORS_ID     -  P100
 DL7736  PID         -  DL7736
 DL7736  STATE/COUNTY-  UT/BOX ELDER
 DL7736  COUNTRY     -  US
 DL7736  USGS QUAD   -  PARK VALLEY (2017)
 DL7736
 DL7736                         *CURRENT SURVEY CONTROL
 DL7736  ______________________________________________________________________
 DL7736* NAD 83(2011) POSITION- 41 51 24.46625(N) 113 17 39.12415(W)   ADJUSTED
 DL7736* NAD 83(2011) ELLIP HT-  1884.128 (meters)        (04/??/25)   ADJUSTED
 DL7736* NAD 83(2011) EPOCH   -  2010.00
 DL7736  ______________________________________________________________________
 DL7736  GEOID HEIGHT    -        -14.696 (meters)                     GEOID18
 DL7736  NAD 83(2011) X  - -1,881,970.785 (meters)                     COMP
 DL7736  NAD 83(2011) Y  - -4,371,104.974 (meters)                     COMP
 DL7736  NAD 83(2011) Z  -  4,235,027.370 (meters)                     COMP
 DL7736  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 DL7736
 DL7736  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7736  Standards:
 DL7736         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7736            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7736  -------------------------------------------------------------------
 DL7736  NETWORK    0.23   0.58           0.10   0.08   0.30      0.03431100
 DL7736  -------------------------------------------------------------------
 DL7736
 DL7736.The horizontal coordinates were established by GPS observations
 DL7736.and adjusted by the National Geodetic Survey in April 2025.
 DL7736
 DL7736.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7736.been affixed to the stable North American Tectonic Plate. 
 DL7736
 DL7736.The horizontal coordinates are valid at the epoch date displayed above
 DL7736.which is a decimal equivalence of Year/Month/Day.
 DL7736
 DL7736.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DL7736.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DL7736.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DL7736.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DL7736.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DL7736.published epoch of 2010.00.
 DL7736
 DL7736.Additional information on MYCS is available at:
 DL7736.https://geodesy.noaa.gov/CORS/index.shtml
 DL7736
 DL7736.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7736.GEOID18 height accuracy estimate available here.
 DL7736
 DL7736.Click photographs - Photos may exist for this station.
 DL7736
 DL7736.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL7736
 DL7736.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7736
 DL7736.The ellipsoidal height was determined by GPS observations
 DL7736.and is referenced to NAD 83.
 DL7736
 DL7736. The following values were computed from the NAD 83(2011) position.
 DL7736
 DL7736;                    North         East     Units Scale Factor Converg.
 DL7736;SPC UT N     - 1,170,725.628   351,024.930   MT  1.00001275   -1 10 58.9
 DL7736;SPC UT N     - 3,840,955.66  1,151,654.29   sFT  1.00001275   -1 10 58.9
 DL7736;UTM  12      - 4,636,421.405   309,568.648   MT  1.00004626   -1 31 52.7
 DL7736
 DL7736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7736!SPC UT N     -   0.99970457  x   1.00001275  =   0.99971732
 DL7736!UTM  12      -   0.99970457  x   1.00004626  =   0.99975082
 DL7736
 DL7736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM0956836421(NAD 83)
 DL7736
 DL7736                          SUPERSEDED SURVEY CONTROL
 DL7736
 DL7736  NAD 83(2011)-  41 51 24.46631(N)    113 17 39.12429(W) AD(2010.00) A
 DL7736  ELLIP H (06/??/19) 1884.131  (m)                       GP(2010.00) 4 1
 DL7736  NAD 83(2011)-  41 51 24.46638(N)    113 17 39.12432(W) AD(2010.00) A
 DL7736  ELLIP H (08/??/11) 1884.127  (m)                       GP(2010.00) 4 1
 DL7736  NAD 83(CORS)-  41 51 24.46618(N)    113 17 39.12368(W) AD(2002.00) A
 DL7736  ELLIP H (05/??/10) 1884.121  (m)                       GP(2002.00) 4 1
 DL7736
 DL7736.Superseded values are not recommended for survey control.
 DL7736
 DL7736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7736.See file dsdata.pdf to determine how the superseded data were derived.
 DL7736
 DL7736_STAMPING: UNKNOWN
 DL7736
 DL7736                          STATION DESCRIPTION
 DL7736
 DL7736'THIS MONUMENT IS ASSOCIATED WITH STATION 'P100'
 DL7736'AND IS A PART OF THE NOAA CORS NETWORK (NCN). LATEST INFORMATION
 DL7736'INCLUDING POSITIONS AND VEOCITIES ARE AVAILABLE IN THE COORDINATE
 DL7736'AND LOG FILES ACCESSIBLE AT:
 DL7736'https://geodesy.noaa.gov/CORS/index.shtml
 DL7736'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0700 ***********************************************************************
 HN0700  DESIGNATION -  PARO
 HN0700  PID         -  HN0700
 HN0700  STATE/COUNTY-  UT/KANE
 HN0700  COUNTRY     -  US
 HN0700  USGS QUAD   -  NAVAJO POINT (2017)
 HN0700
 HN0700                         *CURRENT SURVEY CONTROL
 HN0700  ______________________________________________________________________
 HN0700* NAD 83(1994) POSITION- 37 11 20.56285(N) 111 01 25.79847(W)   ADJUSTED
 HN0700* NAVD 88 ORTHO HEIGHT -  2312.7   (meters)     7588.    (feet) VERTCON3
 HN0700  ______________________________________________________________________
 HN0700  GEOID HEIGHT    -        -22.722 (meters)                     GEOID18
 HN0700  LAPLACE CORR    -         -5.33  (seconds)                    DEFLEC18
 HN0700  HORZ ORDER      -  SECOND
 HN0700
 HN0700.The horizontal coordinates were established by classical geodetic methods
 HN0700.and adjusted by the National Geodetic Survey in November 1997.
 HN0700
 HN0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0700
 HN0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0700.GEOID18 height accuracy estimate available here.
 HN0700
 HN0700.Click photographs - Photos may exist for this station.
 HN0700
 HN0700.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0700
 HN0700. The following values were computed from the NAD 83(1994) position.
 HN0700
 HN0700;                    North         East     Units Scale Factor Converg.
 HN0700;SPC UT S     - 3,058,083.073   542,279.290   MT  1.00000485   +0 17 30.3
 HN0700;SPC UT S     -10,033,060.88  1,779,127.97   sFT  1.00000485   +0 17 30.3
 HN0700;UTM  12      - 4,115,844.374   497,884.703   MT  0.99960006   -0 00 51.9
 HN0700
 HN0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0700!SPC UT S     -   0.99964076  x   1.00000485  =   0.99964561
 HN0700!UTM  12      -   0.99964076  x   0.99960006  =   0.99924097
 HN0700
 HN0700:                Primary Azimuth Mark                     Grid Az
 HN0700:SPC UT S     -  NAVAJO POINT                             164 50 21.7
 HN0700:UTM  12      -  NAVAJO POINT                             165 08 43.9
 HN0700
 HN0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG9788415844(NAD 83)
 HN0700
 HN0700|---------------------------------------------------------------------|
 HN0700| PID    Reference Object                     Distance      Geod. Az  |
 HN0700|                                                           dddmmss.s |
 HN0700| CH3874 PARO RM 1                            16.562 METERS 05608     |
 HN0700| HN0701 NAVAJO POINT                        APPROX. 0.9 KM 1650752.0 |
 HN0700| CH3875 PARO RM 2                            25.548 METERS 17655     |
 HN0700|---------------------------------------------------------------------|
 HN0700
 HN0700                          SUPERSEDED SURVEY CONTROL
 HN0700
 HN0700  NAD 83(1992)-  37 11 20.55981(N)    111 01 25.79853(W) AD(       ) 2
 HN0700  NAD 83(1986)-  37 11 20.55894(N)    111 01 25.79854(W) AD(       ) 2
 HN0700  NAD 27      -  37 11 20.58195(N)    111 01 23.25063(W) AD(       ) 2
 HN0700  NGVD 29 (07/19/86) 2311.6    (m)         7584.     (f) VERT ANG       
 HN0700
 HN0700.Superseded values are not recommended for survey control.
 HN0700
 HN0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0700.See file dsdata.pdf to determine how the superseded data were derived.
 HN0700
 HN0700_MARKER: DS = TRIANGULATION STATION DISK
 HN0700_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0700_STAMPING: PARO 1963
 HN0700_MARK LOGO: USGS
 HN0700_MAGNETIC: P = MARKER IS A STEEL PIPE
 HN0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0700
 HN0700  HISTORY     - Date     Condition        Report By
 HN0700  HISTORY     - 1963     MONUMENTED       CGS
 HN0700
 HN0700                          STATION DESCRIPTION
 HN0700
 HN0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0700'THE STATION IS ABOUT 31 MILES NORTHEAST OF PAGE, ARIZONA, 8
 HN0700'MILES SOUTHWEST OF HOLE-IN-THE-ROCK, 7 MILES WEST-NORTHWEST
 HN0700'OF THE CONFLUENCE OF THE COLORADO AND SAN JUAN RIVERS AND ON
 HN0700'THE EAST RIM OF THE KAIPAROWITS PLATEAU, ABOUT 2-1/2 MILES
 HN0700'NORTH OF THE EXTREME SOUTHERN END OF THE PLATEAU.
 HN0700'
 HN0700'TO REACH BY HELICOPTER FROM THE AIRSTRIP AT HOLE-IN-THE-ROCK,
 HN0700'FLY SOUTHWESTERLY ON A TRUE COURSE OF 227 DEGREES FOR ABOUT
 HN0700'7 MILES TO THE RIM OF THE PLATEAU AND STATION.
 HN0700'
 HN0700'THE STATION MARK, STAMPED PARO 1963, IS A STANDARD DISK WELDED
 HN0700'TO THE TOP OF A 2-INCH GALVANIZED PIPE SET IN CONCRETE AND
 HN0700'PROJECTS ABOUT 2-1/2 INCHES.  THE UNDERGROUND MARK IS A STANDARD
 HN0700'REFERENCE MARK DISK, STAMPED PARO 1963, SET 24 INCHES BELOW
 HN0700'THE GROUND SURFACE.  THE STATION IS 52 FEET WEST OF THE NORTHEAST
 HN0700'RIM OF THE PLATEAU AND 38-1/2 FEET EAST OF A PINE TREE WITH
 HN0700'TRIANGLE BLAZE.
 HN0700'
 HN0700'REFERENCE MARK 1, STAMPED PARO NO 1 1963, IS A STANDARD DISK
 HN0700'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 40 FEET NORTHEAST
 HN0700'OF THE PINE TREE WITH TRIANGLE BLAZE, 22 FEET WEST OF THE
 HN0700'NORTHEAST RIM OF THE PLATEAU AND ABOUT 3-1/2 FEET LOWER THAN
 HN0700'THE STATION.
 HN0700'
 HN0700'REFERENCE MARK 2, STAMPED PARO NO 2 1963, IS A STANDARD DISK
 HN0700'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 81 FEET SOUTH-SOUTHEAST
 HN0700'OF THE PINE TREE WITH BLAZE, 41 FEET WEST OF THE NORTHEAST RIM
 HN0700'OF THE PLATEAU AND ABOUT 5 FEET LOWER THAN THE STATION.
 HN0700'
 HN0700'THE U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED NAVAJO
 HN0700'POINT 1953, WAS USED FOR AN AZIMUTH.  IT IS ON THE HIGHEST
 HN0700'POINT IN THE IMMEDIATE VICINITY, 17 FEET WEST OF THE NORTHEAST
 HN0700'EDGE OF THE PLATEAU AND 14 FEET SOUTH OF A PINE TREE WITH
 HN0700'TRIANGLE BLAZE.  PACK SOUTH-SOUTHEAST FROM THE STATION FOR
 HN0700'ABOUT 0.4 MILE TO THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0592 ***********************************************************************
 HO0592  DESIGNATION -  PAROWAN
 HO0592  PID         -  HO0592
 HO0592  STATE/COUNTY-  UT/IRON
 HO0592  COUNTRY     -  US
 HO0592  USGS QUAD   -  PARAGONAH (2017)
 HO0592
 HO0592                         *CURRENT SURVEY CONTROL
 HO0592  ______________________________________________________________________
 HO0592* NAD 83(1994) POSITION- 37 59 57.22542(N) 112 45 04.46255(W)   ADJUSTED
 HO0592* NAVD 88 ORTHO HEIGHT -  1749.4   (meters)     5739.    (feet) VERTCON3
 HO0592  ______________________________________________________________________
 HO0592  GEOID HEIGHT    -        -20.762 (meters)                     GEOID18
 HO0592  LAPLACE CORR    -          3.82  (seconds)                    DEFLEC18
 HO0592  HORZ ORDER      -  SECOND
 HO0592
 HO0592.The horizontal coordinates were established by classical geodetic methods
 HO0592.and adjusted by the National Geodetic Survey in November 1997.
 HO0592
 HO0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0592
 HO0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0592.GEOID18 height accuracy estimate available here.
 HO0592
 HO0592.Click photographs - Photos may exist for this station.
 HO0592
 HO0592.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0592
 HO0592. The following values were computed from the NAD 83(1994) position.
 HO0592
 HO0592;                    North         East     Units Scale Factor Converg.
 HO0592;SPC UT S     - 3,148,628.851   390,107.256   MT  0.99995833   -0 45 59.8
 HO0592;SPC UT S     -10,330,126.49  1,279,876.89   sFT  0.99995833   -0 45 59.8
 HO0592;UTM  12      - 4,207,176.452   346,238.381   MT  0.99989119   -1 04 42.1
 HO0592
 HO0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0592!SPC UT S     -   0.99972883  x   0.99995833  =   0.99968717
 HO0592!UTM  12      -   0.99972883  x   0.99989119  =   0.99962005
 HO0592
 HO0592:                Primary Azimuth Mark                     Grid Az
 HO0592:SPC UT S     -  PAROWAN AZ MK                            067 18 57.8
 HO0592:UTM  12      -  PAROWAN AZ MK                            067 37 40.1
 HO0592
 HO0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH4623807176(NAD 83)
 HO0592
 HO0592|---------------------------------------------------------------------|
 HO0592| PID    Reference Object                     Distance      Geod. Az  |
 HO0592|                                                           dddmmss.s |
 HO0592| CH3876 PAROWAN AZ MK                                      0663258.0 |
 HO0592| CH3877 PAROWAN RM 1                         18.580 METERS 08814     |
 HO0592| CH3878 PAROWAN RM 2                         19.036 METERS 18112     |
 HO0592|---------------------------------------------------------------------|
 HO0592
 HO0592                          SUPERSEDED SURVEY CONTROL
 HO0592
 HO0592  NAD 83(1986)-  37 59 57.22215(N)    112 45 04.46021(W) AD(       ) 2
 HO0592  NAD 27      -  37 59 57.32000(N)    112 45 01.66500(W) AD(       ) 2
 HO0592  NGVD 29 (07/19/86) 1748.2    (m)         5736.     (f) VERT ANG       
 HO0592
 HO0592.Superseded values are not recommended for survey control.
 HO0592
 HO0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0592.See file dsdata.pdf to determine how the superseded data were derived.
 HO0592
 HO0592_MARKER: DS = TRIANGULATION STATION DISK
 HO0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0592_STAMPING: PAROWAN 1938
 HO0592_MARK LOGO: CGS
 HO0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0592+STABILITY: SURFACE MOTION
 HO0592
 HO0592  HISTORY     - Date     Condition        Report By
 HO0592  HISTORY     - 1938     MONUMENTED       CGS
 HO0592  HISTORY     - 1971     GOOD             USGS
 HO0592
 HO0592                          STATION DESCRIPTION
 HO0592
 HO0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0592'LOCATED ABOUT 11.5 MILES N BY E OF PAROWAN, 7.5 MILES N OF
 HO0592'PARAGONAH IN A LOW FLAT KNOWN AS PAROWAN VALLEY.  IT IS ABOUT
 HO0592'1.2 MILES W OF U.S. 91 10 FT. E OF CENTER LINE OF A DIM N-S
 HO0592'TRACK ROAD, AND 5.10 FT. SSE OF A FENCE POST (POST IS 3 INCHES
 HO0592'IN DIAMETER AND FENCE WIRE IS GONE).
 HO0592'
 HO0592'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 HO0592'BRONZE DISKS IN CONCRETE.
 HO0592'
 HO0592'REACHED FROM PARAGONAH BY GOING N ON U.S. 91 8.45 MILES TO DIM
 HO0592'TRAIL ROAD L AT A YELLOW HIGHWAY CURVE SIGN ON R AND ABOUT 200
 HO0592'YARDS BEFORE REACHING A SQUARE ABANDONED LOG HOUSE.  THENCE
 HO0592'TURN L ON TRAIL ROAD AND GO W 0.55 MILE TO A FORK.  HERE KEEP
 HO0592'STRAIGHT AHEAD ON L FORK W 0.15 MILE TO A DIM CROSS ROAD AT A
 HO0592'FENCE CORNER.  AZIMUTH MARK IS LOCATED AT THE FENCE CORNER.  IT
 HO0592'IS 2.8 FT. E OF SECOND POST FROM E, 14.8 FT. SW OF CORNER POST,
 HO0592'0.7 MILE W OF U.S. 91, AND 5.0 FT. N OF CENTER LINE OF E-W
 HO0592'TRACK ROAD.  TO REACH STATION FROM HERE CONTINUE W ON TRACK
 HO0592'ROAD ALONG S SIDE OF FENCE LINE 0.25 MILE TO END OF ROAD AT
 HO0592'A GRASSY FLAT.  THENCE CONTINUE STRAIGHT AHEAD, W 0.1 MILE
 HO0592'TO A DRY WASH.  FIND A CONVENIENT PLACE FOR TRUCK TO CROSS
 HO0592'THIS WASH AND ANOTHER ONE SIMILAR IN DEPTH ABOUT 30 YARDS
 HO0592'W AND THEN CONTINUE W THRU AN OLD ABANDONED FENCE LINE 0.1
 HO0592'MILE TO A TRACK ROAD RUNNING N AND S.  HERE TURN L ON TRACK
 HO0592'ROAD AND GO S 0.3 MILE TO STATION AT A FENCE POST ON L.
 HO0592
 HO0592                          STATION RECOVERY (1971)
 HO0592
 HO0592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HO0592'RECOVERED IN GOOD CONDITION.  A NEW TO REACH
 HO0592'DESCRIPTION AS FOLLOWS
 HO0592'
 HO0592'TO REACH FROM THE LDS CHURCH IN PARAGONAH, DRIVE N. ON U.S. HIGHWAY 91
 HO0592'FOR 7.9 MI. TO A RD. INTERSECTION LEFT, TURN LEFT ON TRACK RD., W.,
 HO0592'ALONG FENCE LINE FOR 1.0 MI. TO A DIM TRACK RD. SW., TURN LEFT ON DIM
 HO0592'TRACK RD. FOR 0.4 MI. TO THE FENCE CORNER AND STATION.
 HO0592'
 HO0592'STATION MARK--STANDARD BRONZE DISK IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5821 ***********************************************************************
 AI5821  CBN         -  This is a Cooperative Base Network Control Station.
 AI5821  DESIGNATION -  PAROWAN
 AI5821  PID         -  AI5821
 AI5821  STATE/COUNTY-  UT/IRON
 AI5821  COUNTRY     -  US
 AI5821  USGS QUAD   -  PAROWAN (2017)
 AI5821
 AI5821                         *CURRENT SURVEY CONTROL
 AI5821  ______________________________________________________________________
 AI5821* NAD 83(2011) POSITION- 37 49 47.48063(N) 112 51 20.08872(W)   ADJUSTED
 AI5821* NAD 83(2011) ELLIP HT-  1821.392 (meters)        (06/27/12)   ADJUSTED
 AI5821* NAD 83(2011) EPOCH   -  2010.00
 AI5821* NAVD 88 ORTHO HEIGHT -  1842.3   (meters)     6044.    (feet) GPS OBS
 AI5821  ______________________________________________________________________
 AI5821  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5821  GEOID HEIGHT    -        -20.879 (meters)                     GEOID09
 AI5821  GEOID HEIGHT    -        -20.883 (meters)                     GEOID18
 AI5821  NAD 83(2011) X  - -1,959,710.343 (meters)                     COMP
 AI5821  NAD 83(2011) Y  - -4,649,336.486 (meters)                     COMP
 AI5821  NAD 83(2011) Z  -  3,891,662.127 (meters)                     COMP
 AI5821  LAPLACE CORR    -          8.15  (seconds)                    DEFLEC18
 AI5821
 AI5821  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5821  Standards:
 AI5821         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5821            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5821  -------------------------------------------------------------------
 AI5821  NETWORK    0.65   1.49           0.28   0.25   0.76     -0.10117814
 AI5821  -------------------------------------------------------------------
 AI5821  Click here for local accuracies and other accuracy information.
 AI5821
 AI5821.The horizontal coordinates were established by GPS observations
 AI5821.and adjusted by the National Geodetic Survey in June 2012.
 AI5821
 AI5821.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5821.been affixed to the stable North American tectonic plate. See 
 AI5821.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5821
 AI5821.The horizontal coordinates are valid at the epoch date displayed above
 AI5821.which is a decimal equivalence of Year/Month/Day.
 AI5821
 AI5821.The orthometric height was determined by GPS observations and a
 AI5821.high-resolution geoid model.
 AI5821
 AI5821.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5821.GEOID18 height accuracy estimate available here.
 AI5821
 AI5821.Click photographs - Photos may exist for this station.
 AI5821
 AI5821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5821
 AI5821.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5821
 AI5821.The ellipsoidal height was determined by GPS observations
 AI5821.and is referenced to NAD 83.
 AI5821
 AI5821. The following values were computed from the NAD 83(2011) position.
 AI5821
 AI5821;                    North         East     Units Scale Factor Converg.
 AI5821;SPC UT S     - 3,129,959.818   380,671.448   MT  0.99995162   -0 49 50.0
 AI5821;SPC UT S     -10,268,876.50  1,248,919.58   sFT  0.99995162   -0 49 50.0
 AI5821;UTM  12      - 4,188,559.541   336,702.194   MT  0.99992845   -1 08 17.9
 AI5821
 AI5821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5821!SPC UT S     -   0.99971427  x   0.99995162  =   0.99966591
 AI5821!UTM  12      -   0.99971427  x   0.99992845  =   0.99964274
 AI5821
 AI5821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG3670288559(NAD 83)
 AI5821
 AI5821                          SUPERSEDED SURVEY CONTROL
 AI5821
 AI5821  NAD 83(2007)-  37 49 47.48019(N)    112 51 20.08904(W) AD(2002.00) 0
 AI5821  ELLIP H (02/10/07) 1821.400  (m)                       GP(2002.00)    
 AI5821  NAD 83(1994)-  37 49 47.47984(N)    112 51 20.08807(W) AD(       ) A
 AI5821  ELLIP H (06/28/00) 1821.412  (m)                       GP(       ) 4 1
 AI5821  NAVD 88 (06/28/00) 1842.1    (m)  GEOID99  model used  GPS OBS        
 AI5821
 AI5821.Superseded values are not recommended for survey control.
 AI5821
 AI5821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5821.See file dsdata.pdf to determine how the superseded data were derived.
 AI5821
 AI5821_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 AI5821_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI5821_STAMPING: PRWN CBN 99
 AI5821_MARK LOGO: UT-021
 AI5821_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5821+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5821
 AI5821  HISTORY     - Date     Condition        Report By
 AI5821  HISTORY     - 1999     MONUMENTED       UT-021
 AI5821
 AI5821                          STATION DESCRIPTION
 AI5821
 AI5821'DESCRIBED BY IRON COUNTY UTAH 1999 (CN)
 AI5821'THE STATION IS LOCATED 24.1 KM (14.95 MI) NORTHEAST OF CEDAR CITY, 2.9
 AI5821'KM (1.80 MI) SOUTHWEST OF PAROWAN AND ON TOP OF HILL LOCALLY KNOW AS
 AI5821'FIRST MOUND.  OWNERSHIP--PAROWAN CITY.  TO REACH THE STATION FROM THE
 AI5821'JUNCTION OF INTERSTATE HIGHWAY 15 AND STATE HIGHWAY 274, MAIN STREET,
 AI5821'GO SOUTH ON HIGHWAY 274 FOR 1.85 KM (1.15 MI) TO AN INTERSECTION,
 AI5821'CENTER STREET.  CONTINUE AHEAD AND GO SOUTH ON MAIN STREET FOR 0.3 KM
 AI5821'(0.20 MI) TO AN INTERSECTION WHERE STATE HIGHWAY 143 TURNS WEST.
 AI5821'CONTINUE AHEAD AND GO SOUTH ON MAIN STREET, THEN SOUTHWEST ON OLD US
 AI5821'HIGHWAY 91 FOR 2.6 KM (1.60 MI) TO A GRAVEL ROAD LEFT.  TURN LEFT AND
 AI5821'GO SOUTH ON THE GRAVEL ROAD FOR 0.3 KM (0.20 MI) TO SOUTH SIDE OF
 AI5821'PAROWAN DUMP TRANSFER STATION ENCLOSURE.  TURN RIGHT AND GO WEST PAST
 AI5821'THE ENCLOSURE AND NORTHWEST UPHILL FOLLOWING TRACK ROAD FOR 0.2 MI
 AI5821'(0.3 KM) TO THE TOP OF HILL AND THE STATION.  THE STATION IS A BRASS
 AI5821'CAP RIVETED TO A 5 CM (2 INCH) BY 0.91 M (2.99 FT) PIPE SET IN
 AI5821'CONCRETE MONUMENT BURIED 0.6 M (2.0 FT) INTO GROUND AND PROJECTING 0.3
 AI5821'M (1.0 FT) ABOVE GROUND WITH A MOUND OF LAVA ROCK PILED AROUND
 AI5821'MONUMENT.  NO MEASUREMENTS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0458 ***********************************************************************
 KO0458  DESIGNATION -  PARTO
 KO0458  PID         -  KO0458
 KO0458  STATE/COUNTY-  UT/MILLARD
 KO0458  COUNTRY     -  US
 KO0458  USGS QUAD   -  SWASEY PEAK SW (2017)
 KO0458
 KO0458                         *CURRENT SURVEY CONTROL
 KO0458  ______________________________________________________________________
 KO0458* NAD 83(1994) POSITION- 39 15 32.54192(N) 113 27 36.58194(W)   ADJUSTED
 KO0458* NAVD 88 ORTHO HEIGHT -  1369.97  (+/-2cm)     4494.6   (feet) VERTCON3
 KO0458  ______________________________________________________________________
 KO0458  GEOID HEIGHT    -        -20.030 (meters)                     GEOID18
 KO0458  LAPLACE CORR    -          5.04  (seconds)                    DEFLEC18
 KO0458  HORZ ORDER      -  SECOND
 KO0458  VERT ORDER      -  THIRD ? (See Below)
 KO0458
 KO0458.The horizontal coordinates were established by classical geodetic methods
 KO0458.and adjusted by the National Geodetic Survey in November 1997.
 KO0458
 KO0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0458
 KO0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0458.GEOID18 height accuracy estimate available here.
 KO0458
 KO0458.The vertical order pertains to the NGVD 29 superseded value.
 KO0458
 KO0458.Click photographs - Photos may exist for this station.
 KO0458
 KO0458.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0458
 KO0458. The following values were computed from the NAD 83(1994) position.
 KO0458
 KO0458;                    North         East     Units Scale Factor Converg.
 KO0458;SPC UT C     - 2,104,625.184   330,841.297   MT  0.99994900   -1 15 20.3
 KO0458;SPC UT C     - 6,904,924.46  1,085,435.16   sFT  0.99994900   -1 15 20.3
 KO0458;UTM  12      - 4,348,407.938   287,736.109   MT  1.00015479   -1 33 26.8
 KO0458
 KO0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0458!SPC UT C     -   0.99978825  x   0.99994900  =   0.99973726
 KO0458!UTM  12      -   0.99978825  x   1.00015479  =   0.99994301
 KO0458
 KO0458:                Primary Azimuth Mark                     Grid Az
 KO0458:SPC UT C     -  PARTO AZ MK                              200 52 08.2
 KO0458:UTM  12      -  PARTO AZ MK                              201 10 14.7
 KO0458
 KO0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ8773648407(NAD 83)
 KO0458
 KO0458|---------------------------------------------------------------------|
 KO0458| PID    Reference Object                     Distance      Geod. Az  |
 KO0458|                                                           dddmmss.s |
 KO0458| CM5712 PARTO RM 1                           10.926 METERS 03945     |
 KO0458| CM5713 PARTO RM 2                            7.608 METERS 15024     |
 KO0458| CM5711 PARTO AZ MK                                        1993647.9 |
 KO0458|---------------------------------------------------------------------|
 KO0458
 KO0458                          SUPERSEDED SURVEY CONTROL
 KO0458
 KO0458  NAD 83(1986)-  39 15 32.53887(N)    113 27 36.57997(W) AD(       ) 2
 KO0458  NAD 27      -  39 15 32.71950(N)    113 27 33.66630(W) AD(       ) 2
 KO0458  NGVD 29            1368.86   (m)         4491.0    (f) LEVELING    3  
 KO0458
 KO0458.Superseded values are not recommended for survey control.
 KO0458
 KO0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0458.See file dsdata.pdf to determine how the superseded data were derived.
 KO0458
 KO0458_MARKER: DS = TRIANGULATION STATION DISK
 KO0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0458_STAMPING: PARTO 1957
 KO0458_MARK LOGO: CGS
 KO0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0458+STABILITY: SURFACE MOTION
 KO0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0458+SATELLITE: SATELLITE OBSERVATIONS - 1986
 KO0458
 KO0458  HISTORY     - Date     Condition        Report By
 KO0458  HISTORY     - 1957     MONUMENTED       CGS
 KO0458  HISTORY     - 1972     GOOD             USGS
 KO0458  HISTORY     - 1986     GOOD
 KO0458
 KO0458                          STATION DESCRIPTION
 KO0458
 KO0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0458'THE STATION IS LOCATED IN THE NORTHWEST ANGLE OF A GRAVEL
 KO0458'CROSS ROAD AT THE BASE OF A LONG GRADE RUNNING UP EASTWARD TO
 KO0458'MARGUM PASS.  IT IS ABOUT 33 MILES AIRLINE SOUTHEAST OF PARTOUN,
 KO0458'39 MILES EAST-NORTHEAST OF BAKER AND 8 MILES AIRLINE
 KO0458'NORTH-NORTHWEST OF NOTCH PEAK.
 KO0458'
 KO0458'TO REACH FROM THE U.S. POST OFFICE IN HINCKLEY, GO NORTH FOR
 KO0458'0.3 MILE TO U.S. HIGHWAY 6.  TURN LEFT AND GO WEST AND SOUTHWEST
 KO0458'ON U.S. HIGHWAY 6 FOR 51.9 MILES TO A GRAVEL SIDE ROAD RIGHT.
 KO0458'TURN RIGHT AND GO NORTH FOR 0.8 MILE TO A FORK.  TAKE LEFT
 KO0458'FORK AND GO NORTH FOR 5.9 MILES TO A CROSS ROAD.  CONTINUE
 KO0458'STRAIGHT AHEAD FOR 1.6 MILES TO A CROSS ROAD.  CONTINUE STRAIGHT
 KO0458'AHEAD, NORTH, FOR 4.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 KO0458'CONTINUE NORTH FOR 0.4 MILE TO CROSS ROAD AND STATION IN
 KO0458'NORTHWEST ANGLE.
 KO0458'
 KO0458'THE STATION MARK IS A STANDARD DISK STAMPED PARTO 1957, SET
 KO0458'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 KO0458'4 INCHES.  IT IS 102 FEET NORTH-NORTHWEST OF THE INTERSECTION
 KO0458'OF THE CENTER LINES OF THE CROSS ROAD, 140 FEET NORTH-NORTHWEST
 KO0458'OF A WHITE ROAD MILEAGE SIGN, 39 FEET WEST OF THE CENTER LINE
 KO0458'OF A NORTH-SOUTH ROAD AND 18 FEET NORTH OF A STANDARD WITNESS
 KO0458'POST.
 KO0458'
 KO0458'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PARTO
 KO0458'NO 1 1957, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 KO0458'THAT PROJECTS 4 INCHES.  IT IS 27 FEET WEST OF THE CENTER
 KO0458'LINE OF A NORTH-SOUTH ROAD AND AT THE SAME ELEVATION AS THE
 KO0458'STATION.
 KO0458'
 KO0458'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PARTO
 KO0458'NO 2 1957, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 KO0458'THAT PROJECTS 6 INCHES.  IT IS 21 FEET WEST OF THE CENTER
 KO0458'LINE OF A NORTH-SOUTH ROAD AND AT THE SAME ELEVATION AS THE
 KO0458'STATION.
 KO0458'
 KO0458'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PARTO 1957, CEMENTED
 KO0458'IN A DRILL HOLE IN A 2-FOOT BOULDER FLUSH WITH THE GROUND.
 KO0458'IT IS 30 FEET NORTH OF A SMALL DRY WASH AND 75 FEET EAST
 KO0458'OF THE CENTER LINE OF A GRAVEL ROAD.
 KO0458
 KO0458                          STATION RECOVERY (1972)
 KO0458
 KO0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KO0458'RECOVERED IN GOOD CONDITION.
 KO0458'
 KO0458'STATION MARK--STANDARD DISK, STAMPED ---PARTO 1957---, SET IN THE
 KO0458'TOP OF A 10 IN. SQUARE CONCRETE MONUMENT THAT PROJECTS 4 IN.
 KO0458
 KO0458                          STATION RECOVERY (1986)
 KO0458
 KO0458'RECOVERED 1986
 KO0458'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0480 ***********************************************************************
 KO0480  DESIGNATION -  PARTOUN
 KO0480  PID         -  KO0480
 KO0480  STATE/COUNTY-  UT/MILLARD
 KO0480  COUNTRY     -  US
 KO0480  USGS QUAD   -  GRANITE MOUNTAIN (2017)
 KO0480
 KO0480                         *CURRENT SURVEY CONTROL
 KO0480  ______________________________________________________________________
 KO0480* NAD 83(1994) POSITION- 39 32 12.95886(N) 113 44 36.97408(W)   ADJUSTED
 KO0480* NAVD 88 ORTHO HEIGHT -  2012.9   (meters)     6604.    (feet) VERTCON3
 KO0480  ______________________________________________________________________
 KO0480  GEOID HEIGHT    -        -19.490 (meters)                     GEOID18
 KO0480  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 KO0480  HORZ ORDER      -  THIRD
 KO0480
 KO0480.The horizontal coordinates were established by classical geodetic methods
 KO0480.and adjusted by the National Geodetic Survey in November 1997.
 KO0480
 KO0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0480
 KO0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0480.GEOID18 height accuracy estimate available here.
 KO0480
 KO0480.Click photographs - Photos may exist for this station.
 KO0480
 KO0480.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0480
 KO0480. The following values were computed from the NAD 83(1994) position.
 KO0480
 KO0480;                    North         East     Units Scale Factor Converg.
 KO0480;SPC UT C     - 2,136,040.688   307,159.275   MT  0.99991228   -1 26 13.9
 KO0480;SPC UT C     - 7,007,993.49  1,007,738.39   sFT  0.99991228   -1 26 13.9
 KO0480;UTM  12      - 4,379,958.524   264,215.268   MT  1.00028453   -1 44 50.3
 KO0480
 KO0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0480!SPC UT C     -   0.99968736  x   0.99991228  =   0.99959967
 KO0480!UTM  12      -   0.99968736  x   1.00028453  =   0.99997180
 KO0480
 KO0480:                Primary Azimuth Mark                     Grid Az
 KO0480:SPC UT C     -  GRANITE                                  030 24 41.7
 KO0480:UTM  12      -  GRANITE                                  030 43 18.1
 KO0480
 KO0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ6421579958(NAD 83)
 KO0480
 KO0480|---------------------------------------------------------------------|
 KO0480| PID    Reference Object                     Distance      Geod. Az  |
 KO0480|                                                           dddmmss.s |
 KO0480| KO0479 GRANITE                             APPROX. 8.8 KM 0285827.8 |
 KO0480|---------------------------------------------------------------------|
 KO0480
 KO0480                          SUPERSEDED SURVEY CONTROL
 KO0480
 KO0480  NAD 83(1986)-  39 32 12.95344(N)    113 44 36.97240(W) AD(       ) 3
 KO0480  NAD 27      -  39 32 13.15461(N)    113 44 34.01297(W) AD(       ) 3
 KO0480  NGVD 29 (07/19/86) 2011.7    (m)         6600.     (f) VERT ANG       
 KO0480
 KO0480.Superseded values are not recommended for survey control.
 KO0480
 KO0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0480.See file dsdata.pdf to determine how the superseded data were derived.
 KO0480
 KO0480_MARKER: DD = SURVEY DISK
 KO0480_SETTING: 66 = SET IN ROCK OUTCROP
 KO0480_STAMPING: PARTOUN 1958
 KO0480_MARK LOGO: USGS
 KO0480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0480+STABILITY: POSITION/ELEVATION WELL
 KO0480
 KO0480  HISTORY     - Date     Condition        Report By
 KO0480  HISTORY     - 1958     MONUMENTED       USGS
 KO0480
 KO0480                          STATION DESCRIPTION
 KO0480
 KO0480'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 KO0480'LOCATED ABOUT 15.9 MI. NE. OF GANDY, 10.0 MI. SE. OF TROUT CREEK, ON
 KO0480'HIGHEST PART OF A SMALL GRAY TOP.  (THERE IS A HIGHER TOP TO N.)
 KO0480'
 KO0480'TO REACH FROM HINCKLEY POST OFFICE, DRIVE N. FOR 0.3 MI. TO U.S.
 KO0480'HIGHWAY 6, TURN LEFT (W.) AND FOLLOW HIGHWAY 6 FOR 51.9 MI. TO RD.
 KO0480'FORKS AT HEAD OF WHITE VALLEY, TURN RIGHT OFF MAIN HIGHWAY AND FOLLOW
 KO0480'GRADED RD. FOR 13.2 MI. TO CROSSROADS, TAKE A SHARP LEFT AND FOLLOW
 KO0480'GOOD GRADED RD. FOR 12.0 MI. TO RD. FORKS, TAKE LEFT FORK AND FOLLOW
 KO0480'GRADED RD. FOR 13.5 MI. TO RD. FORKS AT WATER TANK AND CORRAL, TAKE
 KO0480'A SHARP LEFT FORK AND FOLLOW TRACK RD. W. FOR 4.8 MI. TO RD. FORKS,
 KO0480'TAKE LEFT FORK AND CONTINUE ON TRACK RD. 1.6 MI. TO OLD CORRAL ON
 KO0480'LEFT, CONTINUE BY CORRAL AND FOLLOW TRACK RD. DOWN INTO DRY WASH,
 KO0480'FOLLOW UP WASH FOR 0.3 MI. TO RD. FORKS, TAKE RIGHT FORK AND CONTINUE
 KO0480'UP WASH 2.1 MI. TO POINT WHERE RD. GOES THROUGH A SMALL SADDLE, AT
 KO0480'SADDLE TURN LEFT (E.) AND FOLLOW DIM RD. UP RIDGE FOR 0.6 MI. TO END
 KO0480'OF RD.  LEAVE TRUCK AND WALK TO TOP AND STATION.  ABOUT A 3 MINUTE
 KO0480'HIKE.
 KO0480'
 KO0480'STATION MARK--STANDARD TABLET, STAMPED ---PARTOUN 1958---, CEMENTED
 KO0480'IN DRILL HOLE IN ROCK LEVEL WITH GROUND.
 KO0480'
 KO0480'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, CEMENTED IN DRILL HOLE
 KO0480'IN ROCK, 21.21 FT. FROM STATION MARK, S 55 DEG 10 MIN W.
 KO0480'
 KO0480'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, CEMENTED IN DRILL HOLE
 KO0480'IN ROCK, 41.42 FT. FROM STATION MARK, N 30 DEG 18 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0581 ***********************************************************************
 HO0581  DESIGNATION -  PASS
 HO0581  PID         -  HO0581
 HO0581  STATE/COUNTY-  UT/GARFIELD
 HO0581  COUNTRY     -  US
 HO0581  USGS QUAD   -  HAYCOCK MOUNTAIN (2017)
 HO0581
 HO0581                         *CURRENT SURVEY CONTROL
 HO0581  ______________________________________________________________________
 HO0581* NAD 83(1994) POSITION- 37 43 08.07406(N) 112 30 13.29978(W)   ADJUSTED
 HO0581* NAVD 88 ORTHO HEIGHT -  2513.3   (meters)     8246.    (feet) VERTCON3
 HO0581  ______________________________________________________________________
 HO0581  GEOID HEIGHT    -        -20.279 (meters)                     GEOID18
 HO0581  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 HO0581  HORZ ORDER      -  THIRD
 HO0581
 HO0581.The horizontal coordinates were established by classical geodetic methods
 HO0581.and adjusted by the National Geodetic Survey in November 1997.
 HO0581
 HO0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0581
 HO0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0581.GEOID18 height accuracy estimate available here.
 HO0581
 HO0581.Click photographs - Photos may exist for this station.
 HO0581
 HO0581.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0581
 HO0581. The following values were computed from the NAD 83(1994) position.
 HO0581
 HO0581;                    North         East     Units Scale Factor Converg.
 HO0581;SPC UT S     - 3,117,256.212   411,513.577   MT  0.99995194   -0 36 53.8
 HO0581;SPC UT S     -10,227,198.09  1,350,107.46   sFT  0.99995194   -0 36 53.8
 HO0581;UTM  12      - 4,175,692.250   367,473.464   MT  0.99981633   -0 55 12.3
 HO0581
 HO0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0581!SPC UT S     -   0.99960895  x   0.99995194  =   0.99956090
 HO0581!UTM  12      -   0.99960895  x   0.99981633  =   0.99942535
 HO0581
 HO0581:                Primary Azimuth Mark                     Grid Az
 HO0581:SPC UT S     -  WILSON                                   104 26 24.1
 HO0581:UTM  12      -  WILSON                                   104 44 42.6
 HO0581
 HO0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG6747375692(NAD 83)
 HO0581
 HO0581|---------------------------------------------------------------------|
 HO0581| PID    Reference Object                     Distance      Geod. Az  |
 HO0581|                                                           dddmmss.s |
 HO0581| HO0526 WILSON                              APPROX.16.9 KM 1034930.3 |
 HO0581|---------------------------------------------------------------------|
 HO0581
 HO0581                          SUPERSEDED SURVEY CONTROL
 HO0581
 HO0581  NAD 83(1986)-  37 43 08.07188(N)    112 30 13.30002(W) AD(       ) 3
 HO0581  NAD 27      -  37 43 08.14854(N)    112 30 10.54430(W) AD(       ) 3
 HO0581  NGVD 29 (07/19/86) 2511.9    (m)         8241.     (f) VERT ANG       
 HO0581
 HO0581.Superseded values are not recommended for survey control.
 HO0581
 HO0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0581.See file dsdata.pdf to determine how the superseded data were derived.
 HO0581
 HO0581_MARKER: DD = SURVEY DISK
 HO0581_SETTING: 80 = SET IN A BOULDER
 HO0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0581+STABILITY: SURFACE MOTION
 HO0581
 HO0581  HISTORY     - Date     Condition        Report By
 HO0581  HISTORY     - 1957     MONUMENTED       USGS
 HO0581
 HO0581                          STATION DESCRIPTION
 HO0581
 HO0581'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 HO0581'LOCATED ABOUT 9 MI. S. OF PANGUITCH, 6 MI. NW. OF HATCH, 1.5 MI.
 HO0581'N. OF PASS CREEK, ON A BRUSH COVERED RIDGE AT A DIM RD. FORK, 21 FT.
 HO0581'S. OF CENTER OF TRACK RD.
 HO0581'
 HO0581'TO REACH FROM JUNCTION OF U.S. HIGHWAY 89 AND PANGUITCH LAKE RD. IN
 HO0581'PANGUITCH, DRIVE S. ON PANGUITCH LAKE RD. 4 MI. TO RD. FORKS AT TOP
 HO0581'OF GRADE, TURN LEFT ONTO GRADED RD. AND FOLLOW RD. 1.8 MI. TO RD.
 HO0581'FORKS, CONTINUE ON LEFT FORK 0.8 MI. TO RD. FORKS, TAKE RIGHT FORK
 HO0581'AND CONTINUE ON GRADED RD. 2.4 MI. TO A CORRAL ON RIGHT, CONTINUE
 HO0581'UPHILL, PASSING CORRAL ON S. 0.8 MI. TO RD. FORKS ON TOP OF RIDGE.
 HO0581'LEAVE MAIN RD., TAKE LEFT FORK AND FOLLOW TRACK RD. ALONG TOP OF
 HO0581'RIDGE 0.9 MI. TO STATION.
 HO0581'
 HO0581'STATION MARK--STANDARD TABLET, STAMPED ---PASS 1957---, CEMENTED IN
 HO0581'BLACK BOULDER 0.9 FT. ABOVE GROUND.
 HO0581'
 HO0581'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, CEMENTED IN ROCK,
 HO0581'21.73 FT. FROM STATION MARK, N 51 EG 03 MIN W.
 HO0581'
 HO0581'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, CEMENTED IN ROCK,
 HO0581'18.62 FT. FROM STATION MARK, S 01 DEG 42 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0877 ***********************************************************************
 HN0877  DESIGNATION -  PASS
 HN0877  PID         -  HN0877
 HN0877  STATE/COUNTY-  UT/SAN JUAN
 HN0877  COUNTRY     -  US
 HN0877  USGS QUAD   -  CLAY HILLS (2017)
 HN0877
 HN0877                         *CURRENT SURVEY CONTROL
 HN0877  ______________________________________________________________________
 HN0877* NAD 83(1994) POSITION- 37 23 44.14862(N) 110 20 59.00354(W)   ADJUSTED
 HN0877* NAVD 88 ORTHO HEIGHT -  1988.4   (meters)     6524.    (feet) VERTCON3
 HN0877  ______________________________________________________________________
 HN0877  GEOID HEIGHT    -        -21.495 (meters)                     GEOID18
 HN0877  LAPLACE CORR    -          8.07  (seconds)                    DEFLEC18
 HN0877  HORZ ORDER      -  SECOND
 HN0877
 HN0877.The horizontal coordinates were established by classical geodetic methods
 HN0877.and adjusted by the National Geodetic Survey in November 1997.
 HN0877
 HN0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0877
 HN0877.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0877.GEOID18 height accuracy estimate available here.
 HN0877
 HN0877.Click photographs - Photos may exist for this station.
 HN0877
 HN0877.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0877
 HN0877. The following values were computed from the NAD 83(1994) position.
 HN0877
 HN0877;                    North         East     Units Scale Factor Converg.
 HN0877;SPC UT S     - 3,081,525.315   601,849.981   MT  0.99997414   +0 42 17.1
 HN0877;SPC UT S     -10,109,970.97  1,974,569.48   sFT  0.99997414   +0 42 17.1
 HN0877;UTM  12      - 4,138,957.053   557,558.272   MT  0.99964081   +0 23 41.8
 HN0877
 HN0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0877!SPC UT S     -   0.99969144  x   0.99997414  =   0.99966558
 HN0877!UTM  12      -   0.99969144  x   0.99964081  =   0.99933236
 HN0877
 HN0877:                Primary Azimuth Mark                     Grid Az
 HN0877:SPC UT S     -  PASS AZ MK                               268 08 38.7
 HN0877:UTM  12      -  PASS AZ MK                               268 27 14.0
 HN0877
 HN0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG5755838957(NAD 83)
 HN0877
 HN0877|---------------------------------------------------------------------|
 HN0877| PID    Reference Object                     Distance      Geod. Az  |
 HN0877|                                                           dddmmss.s |
 HN0877| CM7771 PASS RM 1                             8.039 METERS 06742     |
 HN0877| CM7772 PASS RM 2                             5.679 METERS 15755     |
 HN0877| CM7770 PASS AZ MK                                         2685055.8 |
 HN0877|---------------------------------------------------------------------|
 HN0877
 HN0877                          SUPERSEDED SURVEY CONTROL
 HN0877
 HN0877  NAD 83(1992)-  37 23 44.14411(N)    110 20 59.00463(W) AD(       ) 2
 HN0877  NAD 83(1986)-  37 23 44.14412(N)    110 20 59.00448(W) AD(       ) 2
 HN0877  NAD 27      -  37 23 44.15945(N)    110 20 56.52850(W) AD(       ) 2
 HN0877  NGVD 29 (07/19/86) 1987.4    (m)         6520.     (f) VERT ANG       
 HN0877
 HN0877.Superseded values are not recommended for survey control.
 HN0877
 HN0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0877.See file dsdata.pdf to determine how the superseded data were derived.
 HN0877
 HN0877_MARKER: DS = TRIANGULATION STATION DISK
 HN0877_SETTING: 66 = SET IN ROCK OUTCROP
 HN0877_STAMPING: PASS 1963
 HN0877_MARK LOGO: CGS
 HN0877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0877+STABILITY: POSITION/ELEVATION WELL
 HN0877
 HN0877  HISTORY     - Date     Condition        Report By
 HN0877  HISTORY     - 1963     MONUMENTED       CGS
 HN0877
 HN0877                          STATION DESCRIPTION
 HN0877
 HN0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0877'THE STATION IS ABOUT 33-1/2 MILES NORTHEAST OF HOLE-IN-THE-ROCK,
 HN0877'29 MILES SOUTHEAST OF HITE FERRY, 26 MILES NORTH OF OLJETO
 HN0877'TRADING POST, AND 2 MILES SOUTHWEST OF THE PASS ON CLAY HILLS
 HN0877'DIVIDE, AND ON HIGHEST POINT IN IMMEDIATE VICINITY.
 HN0877'
 HN0877'TO REACH BY HELICOPTER FROM HITE FERRY, FLY SOUTHERLY ON A
 HN0877'TRUE COURSE OF 169 DEGREES FOR ABOUT 29 MILES TO THE STATION
 HN0877'AS DESCRIBED BELOW.
 HN0877'
 HN0877'THE STATION MARK, A STANDARD DISK STAMPED PASS 1963, IS SET
 HN0877'FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK, 34 FEET WEST
 HN0877'OF EAST EDGE OF PEAK, 23 FEET SOUTH OF HIGHEST POINT AND 5
 HN0877'FEET EAST OF WEST EDGE.
 HN0877'
 HN0877'REFERENCE MARK 1, A STANDARD DISK STAMPED PASS NO 1 1963,
 HN0877'IS SET FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK, 22-1/2
 HN0877'FEET SOUTHEAST OF HIGHEST POINT AND 10-1/2 FEET WEST OF
 HN0877'EAST EDGE.
 HN0877'
 HN0877'REFERENCE MARK 2, A STANDARD DISK STAMPED PASS NO 2 1963,
 HN0877'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK 1 INCH BELOW
 HN0877'THE SURFACE.  IT IS 15 FEET EAST OF WEST EDGE AND 12 FEET
 HN0877'WEST OF EAST EDGE OF PEAK.
 HN0877'
 HN0877'THE AZIMUTH MARK, A STANDARD DISK STAMPED PASS 1963, IS SET
 HN0877'FLUSH IN DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 11-1/2 FEET
 HN0877'EAST OF WEST RIM OF THE LOWEST OF 3 DISTINCT LEDGES ON THE
 HN0877'SAME HILL AS THE STATION AND 1 FOOT EAST OF A SMALL PILE
 HN0877'OF ROCK.  THIS IS ABOUT AN 8 MINUTE PACK WEST FROM THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1107 ***********************************************************************
 LO1107  DESIGNATION -  PASS
 LO1107  PID         -  LO1107
 LO1107  STATE/COUNTY-  UT/WASATCH
 LO1107  COUNTRY     -  US
 LO1107  USGS QUAD   -  WOLF CREEK (2017)
 LO1107
 LO1107                         *CURRENT SURVEY CONTROL
 LO1107  ______________________________________________________________________
 LO1107* NAD 83(1994) POSITION- 40 28 50.89093(N) 110 59 52.47573(W)   ADJUSTED
 LO1107* NAVD 88 ORTHO HEIGHT -  3019.9   (meters)     9908.    (feet) VERTCON3
 LO1107  ______________________________________________________________________
 LO1107  GEOID HEIGHT    -        -14.198 (meters)                     GEOID18
 LO1107  LAPLACE CORR    -          1.40  (seconds)                    DEFLEC18
 LO1107  HORZ ORDER      -  FIRST
 LO1107
 LO1107.The horizontal coordinates were established by classical geodetic methods
 LO1107.and adjusted by the National Geodetic Survey in November 1997.
 LO1107
 LO1107.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1107
 LO1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1107.GEOID18 height accuracy estimate available here.
 LO1107
 LO1107.Click photographs - Photos may exist for this station.
 LO1107
 LO1107.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1107
 LO1107. The following values were computed from the NAD 83(1994) position.
 LO1107
 LO1107;                    North         East     Units Scale Factor Converg.
 LO1107;SPC UT C     - 2,238,534.931   542,571.354   MT  0.99996230   +0 19 17.9
 LO1107;SPC UT C     - 7,344,260.02  1,780,086.18   sFT  0.99996230   +0 19 17.9
 LO1107;UTM  12      - 4,481,123.877   500,177.151   MT  0.99960000   +0 00 04.9
 LO1107
 LO1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1107!SPC UT C     -   0.99952872  x   0.99996230  =   0.99949104
 LO1107!UTM  12      -   0.99952872  x   0.99960000  =   0.99912891
 LO1107
 LO1107:                Primary Azimuth Mark                     Grid Az
 LO1107:SPC UT C     -  BM                                       256 54 03.7
 LO1107:UTM  12      -  BM                                       257 13 16.7
 LO1107
 LO1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK0017781123(NAD 83)
 LO1107
 LO1107|---------------------------------------------------------------------|
 LO1107| PID    Reference Object                     Distance      Geod. Az  |
 LO1107|                                                           dddmmss.s |
 LO1107| CP6376 PASS RM 1                            11.888 METERS 04404     |
 LO1107| CP6375 BM                                                 2571321.6 |
 LO1107| CP6377 PASS RM 2                             9.775 METERS 32540     |
 LO1107|---------------------------------------------------------------------|
 LO1107
 LO1107                          SUPERSEDED SURVEY CONTROL
 LO1107
 LO1107  NAD 83(1993)-  40 28 50.89032(N)    110 59 52.47454(W) AD(       ) 1
 LO1107  NAD 83(1986)-  40 28 50.87653(N)    110 59 52.46485(W) AD(       ) 1
 LO1107  NAD 27      -  40 28 51.07500(N)    110 59 49.86800(W) AD(       ) 1
 LO1107  NGVD 29 (07/19/86) 3018.4    (m)         9903.     (f) VERT ANG       
 LO1107
 LO1107.Superseded values are not recommended for survey control.
 LO1107
 LO1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1107.See file dsdata.pdf to determine how the superseded data were derived.
 LO1107
 LO1107_MARKER: DS = TRIANGULATION STATION DISK
 LO1107_SETTING: 80 = SET IN A BOULDER
 LO1107_STAMPING: PASS 1946
 LO1107_MARK LOGO: CGS
 LO1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1107+STABILITY: SURFACE MOTION
 LO1107
 LO1107  HISTORY     - Date     Condition        Report By
 LO1107  HISTORY     - 1946     MONUMENTED       CGS
 LO1107  HISTORY     - 1964     GOOD             USGS
 LO1107
 LO1107                          STATION DESCRIPTION
 LO1107
 LO1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1107'THE STATION IS LOCATED ABOUT 39 MILES AIRLINE NORTHWEST OF
 LO1107'DUCHESNE AND ABOUT 21 MILES AIRLINE EAST OF HEBER ON A BARE,
 LO1107'ROCKY POINT 1.5 MILES EAST OF THE HIGHEST POINT OF WOLF CREEK
 LO1107'MOUNTAIN.  THE STATION MARK IS A BRONZE DISK, PROJECTS 8 INCHES,
 LO1107'IS 22 FEET SOUTH OF A ROCK CAIRN AND IS STAMPED, PASS 1946.
 LO1107'
 LO1107'REFERENCE MARK NO. 1 IS A BRONZE DISK, PROJECTS 12 INCHES,
 LO1107'IS 2 FEET LOWER THAN THE STATION MARK AND IS STAMPED, PASS NO
 LO1107'1 1946.
 LO1107'
 LO1107'REFERENCE MARK NO. 2 IS A BRONZE DISK, PROJECTS 6 INCHES,
 LO1107'IS 18 INCHES LOWER THAN THE STATION MARK AND IS STAMPED, PASS
 LO1107'NO 2 1946.
 LO1107'
 LO1107'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET
 LO1107'IN A LARGE OUTCROPPING OF BEDROCK 100 YARDS SOUTH OF A TRIANGULAR
 LO1107'BLAZED TREE AND 1 FOOT NORTH OF A ROCK CAIRN.  IT IS UNSTAMPED.
 LO1107'
 LO1107'TO REACH THE STATION FROM THE SUMMIT OF WOLF CREEK PASS AND
 LO1107'U.S. FOREST SERVICE CAMP GROUNDS, WHICH IS APPROXIMATELY 51
 LO1107'MILES NORTH AND WEST ALONG STATE HIGHWAY 35 FROM DUCHESNE,
 LO1107'BY TAKING THE ROAD SOUTHERLY AS PER SIGN, 12 MI. WEST FORK
 LO1107'DUCHESNE, HEBER 33, FOR 1.5 MILE TO A ROAD LEFT.  TURN LEFT,
 LO1107'GO 1.5 MILE TO A FORK.  KEEP ON ROAD TO LEFT, GO 0.2 MILE
 LO1107'TO A TRIANGULAR BLAZED TREE ON RIGHT AND AZIMUTH MARK AS
 LO1107'DESCRIBED ABOVE.  CONTINUE ON ROAD 1.6 MILE TO TOP OF BARE
 LO1107'POINT AND STATION.  A DRIVE STATION.
 LO1107
 LO1107                          STATION RECOVERY (1964)
 LO1107
 LO1107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LO1107'RECOVERED.
 LO1107'
 LO1107'STATION MARK--BRONZE DISK, STAMPED ---PASS 1946---, PROJECTING 8 IN.,
 LO1107'IS 22 FT. S. OF A ROCK CAIRN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0467 ***********************************************************************
 KN0467  DESIGNATION -  PATMOS HEAD RESET
 KN0467  PID         -  KN0467
 KN0467  STATE/COUNTY-  UT/CARBON
 KN0467  COUNTRY     -  US
 KN0467  USGS QUAD   -  PATMOS HEAD (2017)
 KN0467
 KN0467                         *CURRENT SURVEY CONTROL
 KN0467  ______________________________________________________________________
 KN0467* NAD 83(1994) POSITION- 39 30 07.74989(N) 110 18 59.92864(W)   ADJUSTED
 KN0467* NAVD 88 ORTHO HEIGHT -  3000.9   (meters)     9845.    (feet) VERTCON3
 KN0467  ______________________________________________________________________
 KN0467  GEOID HEIGHT    -        -17.479 (meters)                     GEOID18
 KN0467  LAPLACE CORR    -          2.09  (seconds)                    DEFLEC18
 KN0467  HORZ ORDER      -  FIRST
 KN0467
 KN0467.The horizontal coordinates were established by classical geodetic methods
 KN0467.and adjusted by the National Geodetic Survey in November 1997.
 KN0467
 KN0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0467
 KN0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0467.GEOID18 height accuracy estimate available here.
 KN0467
 KN0467.Click photographs - Photos may exist for this station.
 KN0467
 KN0467.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0467
 KN0467. The following values were computed from the NAD 83(1994) position.
 KN0467
 KN0467;                    North         East     Units Scale Factor Converg.
 KN0467;SPC UT C     - 2,130,434.018   601,769.551   MT  0.99991560   +0 45 28.9
 KN0467;SPC UT C     - 6,989,598.94  1,974,305.60   sFT  0.99991560   +0 45 28.9
 KN0467;UTM  12      - 4,372,726.296   558,752.487   MT  0.99964250   +0 26 04.9
 KN0467
 KN0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0467!SPC UT C     -   0.99953216  x   0.99991560  =   0.99944780
 KN0467!UTM  12      -   0.99953216  x   0.99964250  =   0.99917483
 KN0467
 KN0467:                Primary Azimuth Mark                     Grid Az
 KN0467:SPC UT C     -  PATMOS HEAD AZ MK COPPER BOLT            348 00 03.3
 KN0467:UTM  12      -  PATMOS HEAD AZ MK COPPER BOLT            348 19 27.3
 KN0467
 KN0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ5875272726(NAD 83)
 KN0467
 KN0467|---------------------------------------------------------------------|
 KN0467| PID    Reference Object                     Distance      Geod. Az  |
 KN0467|                                                           dddmmss.s |
 KN0467| KN0466 PATMOS HEAD ASTRO PIER               56.723 METERS 01004     |
 KN0467| KM0326 EAST PEAK                                          0880305.5 |
 KN0467| JM0497 LA SALLE MIDDLE PEAK                               1403158.5 |
 KN0467| CM7773 PATMOS HEAD RM 1                      2.603 METERS 14534     |
 KN0467| JN0493 SAN RAFAEL KNOB                     APPROX.89.5 KM 2112718.2 |
 KN0467| CM7774 PATMOS HEAD RM 2                     15.107 METERS 24012     |
 KN0467| CM6304 PATMOS HEAD AZ MK COPPER BOLT                      3484532.2 |
 KN0467|---------------------------------------------------------------------|
 KN0467
 KN0467                          SUPERSEDED SURVEY CONTROL
 KN0467
 KN0467  NAD 83(1993)-  39 30 07.74192(N)    110 18 59.91847(W) AD(       ) 1
 KN0467  NAD 83(1986)-  39 30 07.73640(N)    110 18 59.92133(W) AD(       ) 1
 KN0467  NAD 27      -  39 30 07.84000(N)    110 18 57.35400(W) AD(       ) 1
 KN0467  USSD        -  39 30 08.56700(N)    110 18 57.95400(W) AD(       ) 3
 KN0467  NGVD 29 (07/19/86) 2999.5    (m)         9841.     (f) VERT ANG       
 KN0467
 KN0467.Superseded values are not recommended for survey control.
 KN0467
 KN0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0467.See file dsdata.pdf to determine how the superseded data were derived.
 KN0467
 KN0467_MARKER: H = DRILL HOLE
 KN0467_SETTING: 80 = SET IN A BOULDER
 KN0467
 KN0467  HISTORY     - Date     Condition        Report By
 KN0467  HISTORY     - 1931     MONUMENTED       CGS
 KN0467  HISTORY     - 1934     GOOD             CGS
 KN0467  HISTORY     - 1937     GOOD             CGS
 KN0467
 KN0467                          STATION DESCRIPTION
 KN0467
 KN0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0467'ON PATMOS HEAD (PEAK ON SOUTH END OF RANGE OF MOUNTAINS KNOWN
 KN0467'AS WEST TAVAPUTS PLATEAU, AND HIGHEST POINT WITHIN SEVERAL
 KN0467'MILES), ABOUT 9-1/2 MILES BY TRAIL OR 4-1/2 MILES AIRLINE SOUTHEAST
 KN0467'OF SUNNYSIDE, 4.0 MILES SOUTH BY WEST OF UTAH FUEL CO.S PUMPING
 KN0467'STATION, AND ABOUT 3.0 MILES WEST OF RANGE CREEK.  TO REACH FROM
 KN0467'SUNNYSIDE, FOLLOW TRAIL UP NUMBER TWO CANYON TO SADDLE, AND
 KN0467'FOLLOW RIGHT FORK (TRAIL) ALONG RIDGE ABOUT 4-1/2 MILES TO
 KN0467'STATION.  IN 1890, STATION WAS MARKED BY COPPER BOLT IN ROCK
 KN0467'EMBEDDED IN THE GROUND, AND ABOUT 8 INCHES ABOVE BOLT BY
 KN0467'DRILL HOLE IN ANOTHER ROCK WHICH IS CEMENTED TO LOWER ONE.
 KN0467'THREE SMALL PIERS USED FOR MOUNTING THE INSTRUMENT WERE
 KN0467'ABOUT THE STATION, AND THE WHOLE WAS SURROUNDED BY A RING
 KN0467'WALL OF ROCKS 3-1/2 FEET HIGH WITH AN INNER DIAMETER OF 11
 KN0467'FEET.  FOUR REFERENCE MARKS WERE OUTSIDE WALL AT FOLLOWING
 KN0467'DISTANCES AND AZIMUTHS FROM STATION--DRILL HOLE IN ROCK,
 KN0467'2.59 METERS (8.5 FEET), 233 DEG 16 MIN.  DRILL HOLE IN
 KN0467'ROCK, 2.62 METERS (8.6 FEET), 327 DEG 07 MIN.  COPPER BOLT
 KN0467'IN ROCK, 3.45 METERS (11.3 FEET) 343 DEG 16 MIN.  AND STUMP,
 KN0467'3.35 METERS (11.0 FEET), 90 DEG 06 MIN.  PATMOS HEAD
 KN0467'ASTRONOMIC STATION (RECTANGULAR PIER OF BRICK AND STONE
 KN0467'MASONRY 2-1/2 FEET HIGH) IS 56.76 METERS (186.2 FEET) FROM
 KN0467'STATION N 10 DEG 12 MIN E.  IN 1931, STATION WAS
 KN0467'RE-MARKED BY STANDARD STATION DISK SET IN DRILL HOLE IN
 KN0467'BOULDER, ABOUT 5 INCHES BELOW SURFACE OF GROUND.  NEW
 KN0467'REFERENCE MARKS WERE ALSO SET.  NO. 1 IS STANDARD REFERENCE
 KN0467'DISK SET IN DRILL HOLE IN FLAT-TOPPED ROCK, FLUSH WITH SURFACE
 KN0467'OF GROUND, AND 2.62 METERS (8.6 FEET) FROM STATION S 34 DEG
 KN0467'26 MIN E.  NO. 2 IS STANDARD REFERENCE DISK SET IN DRILL
 KN0467'HOLE IN SMALL STONE, FLUSH WITH SURFACE OF GROUND, AND 15.15
 KN0467'METERS (49.7 FEET) FROM STATION S 60 DEG 12 MIN W.
 KN0467'RING WALL IS TORN DOWN AND STONES SCATTERED (1931).
 KN0467
 KN0467                          STATION RECOVERY (1937)
 KN0467
 KN0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KN0467'STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1931.  STATION IS
 KN0467'IN THE S PART OF SEC. 29, T. 15 S., R. 14 E., IN CLEARING, ABOUT
 KN0467'4-1/2 MILES (AIR LINE) AND 9-1/2 MILES BY TRAIL SE OF SUNNYSIDE,
 KN0467'4 MILES (AIR LINE) S BY W OF UTAH FUEL PUMPING STATION, ABOUT
 KN0467'3 MILES W OF RANGE CREEK, ON THE HIGHEST POINT OF THE S END
 KN0467'OF WEST TAVAPUTS PLATEAU, WHICH IS KNOWN AS PATMOS HEAD.
 KN0467'
 KN0467'THE STATION WAS REMARKED AND REFERENCED IN 1931 WITH BRONZE
 KN0467'DISKS STAMPED PATMOS HEAD 1890 1931.  THE REFERENCE MARKS
 KN0467'WERE ALSO STAMPED WITH THEIR RESPECTIVE NUMBERS.
 KN0467'
 KN0467'STATION MARK IS A BRONZE STATION DISK CEMENTED IN A DRILL
 KN0467'HOLE IN A BOULDER ABOUT 5 INCHES BELOW THE GROUND SURFACE.  THERE
 KN0467'IS A 4-FOOT STAND AND AN OLD PLATFORM, 6 FEET SQUARE, AROUND IT,
 KN0467'BUT BOTH ARE OLD AND WILL NEED REPAIRS.
 KN0467'
 KN0467'REFERENCE MARK 1 IS S OF STATION AND 1 FOOT LOWER.  IT IS A
 KN0467'BRONZE REFERENCE DISK CEMENTED INTO A DRILL HOLE IN A BOULDER
 KN0467'FLUSH WITH THE GROUND.
 KN0467'
 KN0467'REFERENCE MARK 2 IS SW OF STATION AND ABOUT 4 FEET LOWER.
 KN0467'IT IS 4 FEET SSW OF A 4-TRUNK DEAD TREE STUMP AT THE TOP OF SLOPE
 KN0467'ON THE SW POINT OF THE RIDGE.  IT IS A BRONZE REFERENCE DISK
 KN0467'CEMENTED INTO A DRILL HOLE IN A BOULDER FLUSH WITH GROUND.
 KN0467'
 KN0467'AZIMUTH MARK IS ABOUT 1 MILE N FROM STATION ON FIRST PROMINENT
 KN0467'POINT.  IT IS A COPPER BOLT RECEMENTED INTO A DRILL HOLE IN A
 KN0467'BOULDER FLUSH WITH THE GROUND SURFACE.  IT PROJECTS ABOUT 1 INCH
 KN0467'ABOVE THE BOULDER.  A CIRCULAR ROCK CAIRN ABOUT 2 FEET HIGH IS
 KN0467'BUILT AROUND THE MARK.  MARK IS ABOUT 30 FEET FROM S RIM OF
 KN0467'POINT AND 60 FEET FROM W EXTREMITY OF POINT.  IT IS 5.112
 KN0467'METERS NW OF U.S.G.S. MARK.
 KN0467'
 KN0467'U.S.G.S. MARK IS ABOUT 1 MILE N OF STATION ON FIRST PROMINENT
 KN0467'POINT.  IT IS A U.S.G.S. BRONZE DISK CEMENTED INTO A DRILL
 KN0467'HOLE IN CENTER OF A BOULDER ABOUT 2-1/2 FEET HIGH AND ABOUT 15
 KN0467'FEET IN DIAMETER.  IT IS 5.112 METERS SW OF AZIMUTH MARK,
 KN0467'30 FEET FROM S RIM OF POINT, AND 75 FEET E FROM W EXTREMITY OF
 KN0467'POINT.
 KN0467'
 KN0467'ASTRONOMIC PIER LIES NNE FROM STATION AND SLIGHTLY LOWER.
 KN0467'THE PIER IS OF STONE MASONRY ABOUT 26 INCHES BY 18 INCHES AND 2
 KN0467'FEET HIGH.  IT IS ABOUT 15 FEET E FROM THE W RIM OF THE RIDGE.
 KN0467'A PINE TREE WAS NOTCHED TO CLEAR LINE FROM PIER TO STATION.
 KN0467'THERE WAS NO DEFINITE POINT AT CENTER OF TOP OF PIER FOR
 KN0467'MEASUREMENTS.
 KN0467'
 KN0467'TO REACH STATION FROM SUNNYSIDE, GO E UP CANYON NUMBER TWO
 KN0467'FOR ABOUT 3 MILES, FOLLOWING ALONG A POORLY KEPT TRAIL.  AT
 KN0467'HEAD OF CANYON TURN SHARPLY RIGHT (S) AT OLD TUNNEL ENTRANCE
 KN0467'AND CLIMB ABOUT 2,000 FEET UP STEEP TRAIL TO TOP OF DIVIDE, WHERE
 KN0467'TRAIL HEADS DOWN TO UTAH FUEL PUMPING STATION.  TURN RIGHT (S)
 KN0467'AND FOLLOW OLD TRAIL UP AND DOWN HILL ACROSS RIDGES TO TOP
 KN0467'OF HIGHEST POINT AT S END OF PLATEAU.  IT IS A 4-1/2-HOUR PACK
 KN0467'FROM SUNNYSIDE TO THE STATION.  THE ENTIRE TRIP SHOULD BE MADE
 KN0467'BY DAYLIGHT BECAUSE THERE ARE MANY DANGEROUS SPOTS ON THE
 KN0467'TRAIL, ON THE STEEP CLIMB, AND PARTICULARLY ALONG THE LAST MILE
 KN0467'TO THE STATION.
 KN0467'
 KN0467'IT IS RECOMMENDED THAT THIS STATION NOT BE ATTEMPTED EXCEPT BY
 KN0467'HORSE PACK AND SADDLE HORSES, THE SHORTEST PACK TO IT IS ABOUT
 KN0467'9-1/2 MILES OF ROUGH TRAIL AND A STEEP CLIMB OF APPROXIMATELY
 KN0467'2,000 FEET.  HORSES MAY BE OBTAINED FROM MR. LLOYD OLESON OF PRICE
 KN0467'OR SUNNYSIDE, UTAH (TELEPHONE LISTED IN PRICE UNDER NAME HENNING
 KN0467'OLESON), AND FROM MR. ORSON TURNER OF SUNNYSIDE, UTAH.  OLESON
 KN0467'IS RECOMMENDED ALSO AS A GOOD GUIDE AND PACKER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1050 ***********************************************************************
 LO1050  DESIGNATION -  PAUL
 LO1050  PID         -  LO1050
 LO1050  STATE/COUNTY-  UT/DUCHESNE
 LO1050  COUNTRY     -  US
 LO1050  USGS QUAD   -  GARFIELD BASIN (2017)
 LO1050
 LO1050                         *CURRENT SURVEY CONTROL
 LO1050  ______________________________________________________________________
 LO1050* NAD 83(1994) POSITION- 40 40 55.25992(N) 110 23 37.03498(W)   ADJUSTED
 LO1050* NAVD 88 ORTHO HEIGHT -  3753.0   (meters)    12313.    (feet) VERTCON3
 LO1050  ______________________________________________________________________
 LO1050  GEOID HEIGHT    -        -12.097 (meters)                     GEOID18
 LO1050  LAPLACE CORR    -         -7.38  (seconds)                    DEFLEC18
 LO1050  HORZ ORDER      -  THIRD
 LO1050
 LO1050.The horizontal coordinates were established by classical geodetic methods
 LO1050.and adjusted by the National Geodetic Survey in November 1997.
 LO1050
 LO1050.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1050
 LO1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1050.GEOID18 height accuracy estimate available here.
 LO1050
 LO1050.Click photographs - Photos may exist for this station.
 LO1050
 LO1050.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1050
 LO1050. The following values were computed from the NAD 83(1994) position.
 LO1050
 LO1050;                    North         East     Units Scale Factor Converg.
 LO1050;SPC UT C     - 2,261,337.489   593,529.714   MT  1.00000812   +0 42 31.4
 LO1050;SPC UT C     - 7,419,071.41  1,947,272.07   sFT  1.00000812   +0 42 31.4
 LO1050;UTM  12      - 4,503,635.628   551,241.864   MT  0.99963232   +0 23 43.0
 LO1050
 LO1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1050!SPC UT C     -   0.99941353  x   1.00000812  =   0.99942165
 LO1050!UTM  12      -   0.99941353  x   0.99963232  =   0.99904607
 LO1050
 LO1050:                Primary Azimuth Mark                     Grid Az
 LO1050:SPC UT C     -  TP ET 54                                 166 30 52.9
 LO1050:UTM  12      -  TP ET 54                                 166 49 41.3
 LO1050
 LO1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL5124103635(NAD 83)
 LO1050
 LO1050|---------------------------------------------------------------------|
 LO1050| PID    Reference Object                     Distance      Geod. Az  |
 LO1050|                                                           dddmmss.s |
 LO1050| LO1049 TP ET 54                            APPROX. 4.0 KM 1671324.3 |
 LO1050|---------------------------------------------------------------------|
 LO1050
 LO1050                          SUPERSEDED SURVEY CONTROL
 LO1050
 LO1050  NAD 83(1993)-  40 40 55.25957(N)    110 23 37.03457(W) AD(       ) 3
 LO1050  NAD 83(1986)-  40 40 55.24307(N)    110 23 37.02269(W) AD(       ) 3
 LO1050  NAD 27      -  40 40 55.44425(N)    110 23 34.44546(W) AD(       ) 3
 LO1050  NGVD 29 (07/19/86) 3751.2    (m)        12307.     (f) VERT ANG       
 LO1050
 LO1050.Superseded values are not recommended for survey control.
 LO1050
 LO1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1050.See file dsdata.pdf to determine how the superseded data were derived.
 LO1050
 LO1050
 LO1050  HISTORY     - Date     Condition        Report By
 LO1050  HISTORY     - 1961     MONUMENTED       USFS
 LO1050  HISTORY     - 1965     GOOD             USGS
 LO1050
 LO1050                          STATION DESCRIPTION
 LO1050
 LO1050'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 LO1050'LOCATED APPROXIMATELY 36 MI. (AIRLINE) N. OF DUCHESNE, 26 MI. NW. OF
 LO1050'NEOLA, IN SEC. 1, T 5 N, R 3 W, UINTA SPECIAL MERIDIAN, ON THE HIGHEST
 LO1050'POINT OF A BALD, ROCKY, N-S. RIDGE BETWEEN THE W. FORK OF THE
 LO1050'YELLOWSTONE CREEK AND SWIFT CREEK.
 LO1050'
 LO1050'STATION REACHED BY HELICOPTER.
 LO1050'
 LO1050'RECOVERED.
 LO1050'
 LO1050'STATION MARK--STANDARD U.S. FOREST SERVICE BRONZE TABLET, STAMPED
 LO1050'---PAUL 1961---, SET IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0496 ***********************************************************************
 LO0496  DESIGNATION -  PAYSON
 LO0496  PID         -  LO0496
 LO0496  STATE/COUNTY-  UT/UTAH
 LO0496  COUNTRY     -  US
 LO0496  USGS QUAD   -  SPANISH FORK (2017)
 LO0496
 LO0496                         *CURRENT SURVEY CONTROL
 LO0496  ______________________________________________________________________
 LO0496* NAD 83(1986) POSITION- 40 02 43.58   (N) 111 43 57.51   (W)   HD_HELD1
 LO0496* NAVD 88 ORTHO HEIGHT -  1417.644 (meters)     4651.05  (feet) ADJUSTED
 LO0496  ______________________________________________________________________
 LO0496  GEOID HEIGHT    -        -17.432 (meters)                     GEOID18
 LO0496  DYNAMIC HEIGHT  -       1416.385 (meters)     4646.92  (feet) COMP
 LO0496  MODELED GRAVITY -    979,688.9   (mgal)                       NAVD 88
 LO0496
 LO0496  VERT ORDER      -  SECOND    CLASS 0
 LO0496
 LO0496.The horizontal coordinates were determined by differentially corrected
 LO0496.hand held GPS observations or other comparable positioning techniques
 LO0496.and have an estimated accuracy of +/- 3 meters.
 LO0496
 LO0496.The orthometric height was determined by differential leveling and
 LO0496.adjusted by the NATIONAL GEODETIC SURVEY
 LO0496.in June 1991.
 LO0496
 LO0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0496.GEOID18 height accuracy estimate available here.
 LO0496
 LO0496.Click photographs - Photos may exist for this station.
 LO0496
 LO0496.The dynamic height is computed by dividing the NAVD 88
 LO0496.geopotential number by the normal gravity value computed on the
 LO0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0496.degrees latitude (g = 980.6199 gals.).
 LO0496
 LO0496.The modeled gravity was interpolated from observed gravity values.
 LO0496
 LO0496;                    North         East    Units  Estimated Accuracy
 LO0496;SPC UT C     - 2,190,102.0     480,148.9     MT  (+/- 3 meters HH1 GPS) 
 LO0496
 LO0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK3750333057(NAD 83)
 LO0496
 LO0496                          SUPERSEDED SURVEY CONTROL
 LO0496
 LO0496  NGVD 29 (??/??/92) 1416.598  (m)         4647.62   (f) ADJ UNCH    2 0
 LO0496
 LO0496.Superseded values are not recommended for survey control.
 LO0496
 LO0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0496.See file dsdata.pdf to determine how the superseded data were derived.
 LO0496
 LO0496_MARKER: DB = BENCH MARK DISK
 LO0496_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LO0496_SP_SET: STEP
 LO0496_STAMPING: PAYSON 1934
 LO0496_MARK LOGO: CGS
 LO0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0496
 LO0496  HISTORY     - Date     Condition        Report By
 LO0496  HISTORY     - 1934     MONUMENTED       CGS
 LO0496
 LO0496                          STATION DESCRIPTION
 LO0496
 LO0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0496'IN PAYSON.
 LO0496'AT PAYSON, UTAH COUNTY, ON MAIN STREET BETWEEN FIRST AND SECOND
 LO0496'STREETS NORTH, AT THE THIRD WARD CHURCH ON THE WEST SIDE OF THE
 LO0496'STREET, AND SET IN THE TOP OF THE STEPS.  A STANDARD DISK, STAMPED
 LO0496'PAYSON 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0596 ***********************************************************************
 HO0596  DESIGNATION -  PEAK
 HO0596  PID         -  HO0596
 HO0596  STATE/COUNTY-  UT/IRON
 HO0596  COUNTRY     -  US
 HO0596  USGS QUAD   -  THE THREE PEAKS (2017)
 HO0596
 HO0596                         *CURRENT SURVEY CONTROL
 HO0596  ______________________________________________________________________
 HO0596* NAD 83(1994) POSITION- 37 45 41.08642(N) 113 12 09.60012(W)   ADJUSTED
 HO0596* NAVD 88 ORTHO HEIGHT -  1956.7   (meters)     6420.    (feet) VERTCON3
 HO0596  ______________________________________________________________________
 HO0596  GEOID HEIGHT    -        -21.984 (meters)                     GEOID18
 HO0596  LAPLACE CORR    -          7.18  (seconds)                    DEFLEC18
 HO0596  HORZ ORDER      -  THIRD
 HO0596
 HO0596.The horizontal coordinates were established by classical geodetic methods
 HO0596.and adjusted by the National Geodetic Survey in November 1997.
 HO0596
 HO0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0596
 HO0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0596.GEOID18 height accuracy estimate available here.
 HO0596
 HO0596.Click photographs - Photos may exist for this station.
 HO0596
 HO0596.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0596
 HO0596. The following values were computed from the NAD 83(1994) position.
 HO0596
 HO0596;                    North         East     Units Scale Factor Converg.
 HO0596;SPC UT S     - 3,122,864.384   349,982.967   MT  0.99995137   -1 02 35.5
 HO0596;SPC UT S     -10,245,597.57  1,148,235.78   sFT  0.99995137   -1 02 35.5
 HO0596;UTM  12      - 4,181,628.332   305,974.826   MT  1.00006370   -1 20 57.4
 HO0596
 HO0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0596!SPC UT S     -   0.99969650  x   0.99995137  =   0.99964788
 HO0596!UTM  12      -   0.99969650  x   1.00006370  =   0.99976018
 HO0596
 HO0596:                Primary Azimuth Mark                     Grid Az
 HO0596:SPC UT S     -  IRON SPRING                              233 49 05.6
 HO0596:UTM  12      -  IRON SPRING                              234 07 27.5
 HO0596
 HO0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG0597481628(NAD 83)
 HO0596
 HO0596|---------------------------------------------------------------------|
 HO0596| PID    Reference Object                     Distance      Geod. Az  |
 HO0596|                                                           dddmmss.s |
 HO0596| HO0600 BEACON                              APPROX.13.1 KM 1344653.4 |
 HO0596| HO0606 IRON SPRING                         APPROX. 3.2 KM 2324630.1 |
 HO0596|---------------------------------------------------------------------|
 HO0596
 HO0596                          SUPERSEDED SURVEY CONTROL
 HO0596
 HO0596  NAD 83(1986)-  37 45 41.08282(N)    113 12 09.59301(W) AD(       ) 3
 HO0596  NAD 27      -  37 45 41.17537(N)    113 12 06.75750(W) AD(       ) 3
 HO0596  NGVD 29 (07/19/86) 1955.6    (m)         6416.     (f) VERT ANG       
 HO0596
 HO0596.Superseded values are not recommended for survey control.
 HO0596
 HO0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0596.See file dsdata.pdf to determine how the superseded data were derived.
 HO0596
 HO0596_MARKER: DB = BENCH MARK DISK
 HO0596_SETTING: 66 = SET IN ROCK OUTCROP
 HO0596_MARK LOGO: USGS
 HO0596_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0596+STABILITY: POSITION/ELEVATION WELL
 HO0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0596+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2018
 HO0596
 HO0596  HISTORY     - Date     Condition        Report By
 HO0596  HISTORY     - 1905     MONUMENTED       USGS
 HO0596  HISTORY     - 20180828 GOOD             INDIV
 HO0596
 HO0596                          STATION DESCRIPTION
 HO0596
 HO0596'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 HO0596'LOCATED ABOUT 11 MI. W. OF CEDAR CITY POST OFFICE, 2.0 MI. N. OF IRON
 HO0596'SPRINGS IN T 35 S, R 12 W, SEC. 16, ON THE SHARPEST OF THREE PEAKS.
 HO0596'
 HO0596'TO REACH FROM HOTEL ESCALANTE, DRIVE W. FOR 5.6 MI. TO RD. FORKS, TURN
 HO0596'RIGHT (W.) 3.0 MI. TO RD. FORKS, TURN RIGHT 0.6 MI. TO RD. FORKS, TURN
 HO0596'RIGHT GOING ACROSS RAILROAD TRACKS AND TURNING SHARP SE., THENCE NE.
 HO0596'0.9 MI. TO FORKS AT FENCE CORNER, TAKE LEFT FORK (W.) FOR 0.7 MI. TO
 HO0596'MAIN DRAW FROM THREE PEAKS.  PACK W. 0.8 MI. TO SHARPEST PEAK AND
 HO0596'STATION ON HIGHEST POINT.
 HO0596'
 HO0596'STATION MARK--A NEW USGS TABLET, STAMPED ---PEAK---, CEMENTED IN DRILL
 HO0596'HOLE.
 HO0596'
 HO0596'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0596'1---, CEMENTED IN SOLID ROCK OUTCROP.
 HO0596'
 HO0596'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0596'2---, CEMENTED IN SOLID ROCK OUTCROP.
 HO0596
 HO0596                          STATION RECOVERY (2018)
 HO0596
 HO0596'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (TWG)
 HO0596'TO REACH STATION FROM CEDAR CITY IH-15 EXIT 62, TAKE UT-130 NORTH FOR
 HO0596'2.5 MI (4.0 KM), THEN TURN LEFT ONTO MID-VALLEY ROAD AND GO 6.7 MI
 HO0596'(10.8 KM) TO A FORK.  TAKE THE LEFT FORK AND STAY ON THE MAIN TRAVELED
 HO0596'ROAD, DISREGARDING ALL MINOR TRAILS, FOR 0.6 MI (1.0 KM) TO THE ROCKY
 HO0596'PEAK TRAILHEAD PARKING.  FROM HERE HIKE WEST AND UP THE EAST FACE, A
 HO0596'1/2 HOUR HIKE.  RM-1 IS 35 FT (10.7 M) SOUTHEAST FROM THE STATION
 HO0596'MARK.  RM-2 IS 22 FT (6.7 M) SOUTH-SOUTHWEST FROM THE STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0366 ***********************************************************************
 JN0366  DESIGNATION -  PELHAM
 JN0366  PID         -  JN0366
 JN0366  STATE/COUNTY-  UT/GARFIELD
 JN0366  COUNTRY     -  US
 JN0366  USGS QUAD   -  BIG LAKE (2017)
 JN0366
 JN0366                         *CURRENT SURVEY CONTROL
 JN0366  ______________________________________________________________________
 JN0366* NAD 83(1994) POSITION- 38 05 54.60458(N) 111 44 09.83911(W)   ADJUSTED
 JN0366* NAVD 88 ORTHO HEIGHT -  2978.1   (meters)     9771.    (feet) VERTCON3
 JN0366  ______________________________________________________________________
 JN0366  GEOID HEIGHT    -        -17.983 (meters)                     GEOID18
 JN0366  LAPLACE CORR    -          5.24  (seconds)                    DEFLEC18
 JN0366  HORZ ORDER      -  SECOND
 JN0366
 JN0366.The horizontal coordinates were established by classical geodetic methods
 JN0366.and adjusted by the National Geodetic Survey in November 1997.
 JN0366
 JN0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0366
 JN0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0366.GEOID18 height accuracy estimate available here.
 JN0366
 JN0366.Click photographs - Photos may exist for this station.
 JN0366
 JN0366.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0366
 JN0366. The following values were computed from the NAD 83(1994) position.
 JN0366
 JN0366;                    North         East     Units Scale Factor Converg.
 JN0366;SPC UT S     - 3,158,938.306   479,294.189   MT  0.99996631   -0 08 40.7
 JN0366;SPC UT S     -10,363,950.09  1,572,484.35   sFT  0.99996631   -0 08 40.7
 JN0366;UTM  12      - 4,216,999.828   435,461.443   MT  0.99965130   -0 27 15.0
 JN0366
 JN0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0366!SPC UT S     -   0.99953573  x   0.99996631  =   0.99950205
 JN0366!UTM  12      -   0.99953573  x   0.99965130  =   0.99918719
 JN0366
 JN0366:                Primary Azimuth Mark                     Grid Az
 JN0366:SPC UT S     -  WOG                                      284 09 23.8
 JN0366:UTM  12      -  WOG                                      284 27 58.1
 JN0366
 JN0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH3546116999(NAD 83)
 JN0366
 JN0366|---------------------------------------------------------------------|
 JN0366| PID    Reference Object                     Distance      Geod. Az  |
 JN0366|                                                           dddmmss.s |
 JN0366| CM5719 PELHAM RM 1                          10.825 METERS 23115     |
 JN0366| JN0369 WOG                                 APPROX.13.4 KM 2840043.1 |
 JN0366| CM5720 PELHAM RM 2                           7.940 METERS 33043     |
 JN0366|---------------------------------------------------------------------|
 JN0366
 JN0366                          SUPERSEDED SURVEY CONTROL
 JN0366
 JN0366  NAD 83(1986)-  38 05 54.59836(N)    111 44 09.83919(W) AD(       ) 2
 JN0366  NAD 27      -  38 05 54.65263(N)    111 44 07.16121(W) AD(       ) 2
 JN0366  NGVD 29 (07/19/86) 2976.6    (m)         9766.     (f) VERT ANG       
 JN0366
 JN0366.Superseded values are not recommended for survey control.
 JN0366
 JN0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0366.See file dsdata.pdf to determine how the superseded data were derived.
 JN0366
 JN0366_MARKER: Z = SEE DESCRIPTION
 JN0366_SETTING: 0 = UNSPECIFIED SETTING
 JN0366
 JN0366  HISTORY     - Date     Condition        Report By
 JN0366  HISTORY     - 1969     MONUMENTED       USGS
 JN0366
 JN0366                          STATION DESCRIPTION
 JN0366
 JN0366'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 JN0366'LOCATED ABOUT 23 MI (AIRLINE) SW. OF LOA.  ABOUT 14 MI ESE. OF
 JN0366'ANTIMONY.  ABOUT 3.0 MI W. OF BIG LAKE.  ABOUT 0.1 MI W. OF PELHAM
 JN0366'LAKE.  ON A PROMINENT ASPEN COVERED TOP.
 JN0366'
 JN0366'TO REACH FROM THE POST OFFICE IN BICKNELL GO W. ON THE HIGHWAY
 JN0366'FOR 0.2 MI (2 BLOCKS) TO A T-RD. S..  TURN LEFT (S.) AND FOLLOW
 JN0366'MAIN-TRAVELED RD. 2.1 MI TO A Y-RD. FORK.  TAKE RIGHT FORK AND
 JN0366'FOLLOW MAIN-TRAVELED RD. 3.4 MI TO A CROSSROAD.  TAKE LEFT FORK
 JN0366'AND FOLLOW MAIN-TRAVELED RD. 2.6 MI TO A Y-RD. FORK.  TAKE LEFT
 JN0366'FORK FOR 0.7 MI TO A Y-RD. FORK.  TAKE RIGHT FORK AND FOLLOW
 JN0366'MAIN-TRAVELED RD. 13.7 MI TO A Y-RD. FORK AT BIG LAKE.  TAKE
 JN0366'RIGHT FORK AND FOLLOW MAIN-TRAVELED RD. 1.7 MI TO A
 JN0366'Y-RD. FORK.  TAKE RIGHT FORK AS PER SIGN PELHAM LAKE AND
 JN0366'FOLLOW OLD RD. 0.9 MI TO A Y-RD. FORK.  TAKE RIGHT FORK FOR
 JN0366'0.6 MI TO PELHAM LAKE.  PASS THROUGH FENCE AND CONTINUE W.
 JN0366'0.3 MI TO A ASPEN COVERED TOP AND THE STATION MARK ON THE
 JN0366'N. END OF THE TOP.
 JN0366'
 JN0366'STATION MARK--STANDARD TABLET STAMPED PELHAM 1969 CEMENTED IN
 JN0366'TOP OF A BURIED BOULDER.
 JN0366'
 JN0366'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED NO 1 1969 CEMENTED
 JN0366'IN TOP OF A BURIED BOULDER.
 JN0366'
 JN0366'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED NO 2 1969 CEMENTED
 JN0366'IN TOP OF A BURIED BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN1004 ***********************************************************************
 HN1004  DESIGNATION -  PENNELL
 HN1004  PID         -  HN1004
 HN1004  STATE/COUNTY-  UT/GARFIELD
 HN1004  COUNTRY     -  US
 HN1004  USGS QUAD   -  MOUNT PENNELL (2017)
 HN1004
 HN1004                         *CURRENT SURVEY CONTROL
 HN1004  ______________________________________________________________________
 HN1004* NAD 83(1994) POSITION- 37 57 23.18010(N) 110 47 26.83163(W)   ADJUSTED
 HN1004* NAVD 88 ORTHO HEIGHT -  3478.8   (meters)    11413.    (feet) VERTCON3
 HN1004  ______________________________________________________________________
 HN1004  GEOID HEIGHT    -        -19.942 (meters)                     GEOID18
 HN1004  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 HN1004  HORZ ORDER      -  SECOND
 HN1004
 HN1004.The horizontal coordinates were established by classical geodetic methods
 HN1004.and adjusted by the National Geodetic Survey in November 1997.
 HN1004
 HN1004.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN1004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN1004
 HN1004.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN1004.GEOID18 height accuracy estimate available here.
 HN1004
 HN1004.Click photographs - Photos may exist for this station.
 HN1004
 HN1004.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN1004
 HN1004. The following values were computed from the NAD 83(1994) position.
 HN1004
 HN1004;                    North         East     Units Scale Factor Converg.
 HN1004;SPC UT S     - 3,143,380.635   562,325.439   MT  0.99995581   +0 26 04.3
 HN1004;SPC UT S     -10,312,907.97  1,844,896.04   sFT  0.99995581   +0 26 04.3
 HN1004;UTM  12      - 4,201,002.484   518,379.251   MT  0.99960416   +0 07 43.2
 HN1004
 HN1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN1004!SPC UT S     -   0.99945755  x   0.99995581  =   0.99941338
 HN1004!UTM  12      -   0.99945755  x   0.99960416  =   0.99906192
 HN1004
 HN1004:                Primary Azimuth Mark                     Grid Az
 HN1004:SPC UT S     -  PENNELL AZ MK                            085 34 07.8
 HN1004:UTM  12      -  PENNELL AZ MK                            085 52 28.9
 HN1004
 HN1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH1837901002(NAD 83)
 HN1004
 HN1004|---------------------------------------------------------------------|
 HN1004| PID    Reference Object                     Distance      Geod. Az  |
 HN1004|                                                           dddmmss.s |
 HN1004| CM7786 PENNELL RM 1                          7.544 METERS 07224     |
 HN1004| CM7785 PENNELL AZ MK                                      0860012.1 |
 HN1004| CM7787 PENNELL RM 2                         10.102 METERS 18630     |
 HN1004|---------------------------------------------------------------------|
 HN1004
 HN1004                          SUPERSEDED SURVEY CONTROL
 HN1004
 HN1004  NAD 83(1986)-  37 57 23.17483(N)    110 47 26.83073(W) AD(       ) 2
 HN1004  NAD 27      -  37 57 23.22182(N)    110 47 24.27926(W) AD(       ) 2
 HN1004  NGVD 29 (07/19/86) 3477.3    (m)        11408.     (f) VERT ANG       
 HN1004
 HN1004.Superseded values are not recommended for survey control.
 HN1004
 HN1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN1004.See file dsdata.pdf to determine how the superseded data were derived.
 HN1004
 HN1004_MARKER: DS = TRIANGULATION STATION DISK
 HN1004_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN1004_STAMPING: PENNELL 1963
 HN1004_MARK LOGO: CGS
 HN1004_PROJECTION: PROJECTING 36 CENTIMETERS
 HN1004_MAGNETIC: P = MARKER IS A STEEL PIPE
 HN1004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN1004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN1004+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2019
 HN1004
 HN1004  HISTORY     - Date     Condition        Report By
 HN1004  HISTORY     - 1963     MONUMENTED       CGS
 HN1004  HISTORY     - 20190721 GOOD             INDIV
 HN1004
 HN1004                          STATION DESCRIPTION
 HN1004
 HN1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN1004'THE STATION IS ON THE HIGHEST POINT OF MOUNT PENNELL, THE
 HN1004'CENTER MOST PEAK OF THE HENRY MOUNTAINS.  ABOUT 48-1/2 MILES
 HN1004'NORTH-NORTHEAST OF THE AIRSTRIP AT HOLE-IN-THE-ROCK, 46 MILES
 HN1004'EAST-NORTHEAST OF ESCALANTE AND ABOUT 22 MILES NORTHWEST OF
 HN1004'THE HITE AIRSTRIP.
 HN1004'
 HN1004'TO REACH BY HELICOPTER FROM THE HITE AIRSTRIP, FLY NORTHWEST
 HN1004'ON A TRUE COURSE OF 297 DEGREES FOR 21 MILES TO A LANDING
 HN1004'ABOUT 250 YARDS EAST OF THE PEAK.
 HN1004'
 HN1004'THE STATION MARK, STAMPED PENNELL 1963, IS A STANDARD DISK
 HN1004'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE WHICH IS SET
 HN1004'IN CEMENT.  MARK PROJECTS 14 INCHES AND IS 19 FEET EAST OF
 HN1004'THE WEST EDGE OF THE PEAK AND 9-1/2 FEET EAST OF A CAIRN.
 HN1004'THE UNDERGROUND MARK, STAMPED PENNELL 1963, IS A STANDARD
 HN1004'DISK SET IN A DRILL HOLE IN BEDROCK ABOUT 15 INCHES BELOW
 HN1004'GROUND SURFACE.
 HN1004'
 HN1004'REFERENCE MARK 1, STAMPED PENNELL NO 1 1963, IS A STANDARD
 HN1004'DISK WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE WHICH IS
 HN1004'SET IN CEMENT.  MARK PROJECTS 12 INCHES AND IS ABOUT 35 FEET
 HN1004'NORTHEAST OF THE CAIRN AND ABOUT 8 FEET LOWER THAN THE STATION.
 HN1004'
 HN1004'REFERENCE MARK 2, STAMPED PENNELL NO 2 1963, IS A STANDARD
 HN1004'DISK WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE WHICH IS
 HN1004'SET IN CEMENT.  MARK PROJECTS 12 INCHES AND IS ABOUT 36 FEET
 HN1004'SOUTHEAST OF THE CAIRN AND ABOUT 8 FEET LOWER THAN THE STATION.
 HN1004'
 HN1004'THE AZIMUTH MARK, STAMPED PENNELL 1963, IS A STANDARD DISK
 HN1004'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 5-1/2
 HN1004'FEET WEST OF THE EAST EDGE OF RIDGE AND 5 FEET SOUTHEAST OF
 HN1004'A CAIRN WHICH IS 3 FEET HIGH.  THIS IS ABOUT A 5 MINUTE PACK
 HN1004'EAST FROM THE STATION.
 HN1004
 HN1004                          STATION RECOVERY (2019)
 HN1004
 HN1004'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (TWG)
 HN1004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0168 ***********************************************************************
 MS0168  DESIGNATION -  PERRY
 MS0168  PID         -  MS0168
 MS0168  STATE/COUNTY-  UT/BOX ELDER
 MS0168  COUNTRY     -  US
 MS0168  USGS QUAD   -  WILLARD (2017)
 MS0168
 MS0168                         *CURRENT SURVEY CONTROL
 MS0168  ______________________________________________________________________
 MS0168* NAD 83(1994) POSITION- 41 26 22.40749(N) 112 02 10.91067(W)   ADJUSTED
 MS0168* NAVD 88 ORTHO HEIGHT -  1329.045 (meters)     4360.38  (feet) ADJUSTED
 MS0168  ______________________________________________________________________
 MS0168  GEOID HEIGHT    -        -16.192 (meters)                     GEOID18
 MS0168  LAPLACE CORR    -         19.48  (seconds)                    DEFLEC18
 MS0168  DYNAMIC HEIGHT  -       1328.083 (meters)     4357.22  (feet) COMP
 MS0168  MODELED GRAVITY -    979,853.6   (mgal)                       NAVD 88
 MS0168
 MS0168  HORZ ORDER      -  THIRD
 MS0168  VERT ORDER      -  FIRST     CLASS I
 MS0168
 MS0168.The horizontal coordinates were established by classical geodetic methods
 MS0168.and adjusted by the National Geodetic Survey in November 1997.
 MS0168
 MS0168.The orthometric height was determined by differential leveling and
 MS0168.adjusted by the NATIONAL GEODETIC SURVEY
 MS0168.in June 1991.
 MS0168
 MS0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0168.GEOID18 height accuracy estimate available here.
 MS0168
 MS0168.Click photographs - Photos may exist for this station.
 MS0168
 MS0168.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0168
 MS0168.The dynamic height is computed by dividing the NAVD 88
 MS0168.geopotential number by the normal gravity value computed on the
 MS0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0168.degrees latitude (g = 980.6199 gals.).
 MS0168
 MS0168.The modeled gravity was interpolated from observed gravity values.
 MS0168
 MS0168. The following values were computed from the NAD 83(1994) position.
 MS0168
 MS0168;                    North         East     Units Scale Factor Converg.
 MS0168;SPC UT N     - 1,122,985.504   455,176.016   MT  0.99996226   -0 21 13.2
 MS0168;SPC UT N     - 3,684,328.27  1,493,356.65   sFT  0.99996226   -0 21 13.2
 MS0168;UTM  12      - 4,588,072.251   413,421.211   MT  0.99969225   -0 41 09.4
 MS0168
 MS0168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0168!SPC UT N     -   0.99979412  x   0.99996226  =   0.99975639
 MS0168!UTM  12      -   0.99979412  x   0.99969225  =   0.99948643
 MS0168
 MS0168:                Primary Azimuth Mark                     Grid Az
 MS0168:SPC UT N     -  PERRY AZ MK                              352 30 12.9
 MS0168:UTM  12      -  PERRY AZ MK                              352 50 09.1
 MS0168
 MS0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1342188072(NAD 83)
 MS0168
 MS0168|---------------------------------------------------------------------|
 MS0168| PID    Reference Object                     Distance      Geod. Az  |
 MS0168|                                                           dddmmss.s |
 MS0168| MS0170 PERRY RM 2                           35.281 METERS 26524     |
 MS0168| CM5721 PERRY AZ MK                                        3520859.7 |
 MS0168| MS0169 PERRY RM 1                           25.068 METERS 35439     |
 MS0168|---------------------------------------------------------------------|
 MS0168
 MS0168                          SUPERSEDED SURVEY CONTROL
 MS0168
 MS0168  NAD 83(1993)-  41 26 22.40682(N)    112 02 10.90833(W) AD(       ) 3
 MS0168  NAD 83(1986)-  41 26 22.39764(N)    112 02 10.89810(W) AD(       ) 3
 MS0168  NAD 27      -  41 26 22.62240(N)    112 02 08.09570(W) AD(       ) 3
 MS0168  NGVD 29 (??/??/92) 1328.052  (m)         4357.12   (f) ADJ UNCH    1 1
 MS0168  NGVD 29            1328.05   (m)         4357.1    (f) LEVELING    3  
 MS0168
 MS0168.Superseded values are not recommended for survey control.
 MS0168
 MS0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0168.See file dsdata.pdf to determine how the superseded data were derived.
 MS0168
 MS0168_MARKER: DS = TRIANGULATION STATION DISK
 MS0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0168_STAMPING: PERRY 1963
 MS0168_MARK LOGO: CGS
 MS0168_PROJECTION: FLUSH
 MS0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0168+STABILITY: SURFACE MOTION
 MS0168
 MS0168  HISTORY     - Date     Condition        Report By
 MS0168  HISTORY     - 1963     MONUMENTED       CGS
 MS0168  HISTORY     - 1967     GOOD             CGS
 MS0168  HISTORY     - 20100816 GOOD             GEOCAC
 MS0168
 MS0168                          STATION DESCRIPTION
 MS0168
 MS0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MS0168'THE STATION IS LOCATED ABOUT 19 MILES NORTH OF OGDEN, 5
 MS0168'MILES SOUTH OF BRIGHAM CITY, 4 MILES NORTHWEST OF THE WEBER-BOX
 MS0168'ELDER COUNTY LINE ON THE EAST SIDE OF U.S. HIGHWAYS 30S-89-91
 MS0168'AND ON THE CREST OF A LOW HILL.
 MS0168'
 MS0168'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 MS0168'30S-89-91-191 IN BRIGHAM CITY GO SOUTH ON U.S. HIGHWAYS
 MS0168'30S-89-91 FOR 4.2 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 MS0168'CONTINUE AHEAD FOR 0.8 MILES TO THE STATION ON THE LEFT
 MS0168'ON THE CREST OF A LOW HILL.
 MS0168'
 MS0168'THE STATION MARK IS A STANDARD DISK, STAMPED PERRY 1963,
 MS0168'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 MS0168'THAT IS FLUSH WITH THE GROUND.  IT IS 59.0 FEET EAST OF THE
 MS0168'CENTER OF U.S. HIGHWAY 30S-89-91, 4.4 FEET NORTHWEST OF
 MS0168'A WITNESS POST AND 2.7 FEET WEST OF THE HIGHWAY RIGHT-OF-WAY
 MS0168'FENCE.
 MS0168'
 MS0168'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PERRY NO 1 1963,
 MS0168'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 MS0168'THAT IS FLUSH WITH THE GROUND.  IT IS 59.0 FEET EAST OF THE CENTER
 MS0168'OF THE HIGHWAY, 49.6 FEET SOUTH OF THE CENTER OF A GATE IN
 MS0168'THE RIGHT-OF-WAY FENCE, 2.5 FEET WEST OF A POWER LINE POLE,
 MS0168'0.9 FEET WEST OF THE RIGHT-OF-WAY FENCE AND ABOUT LEVEL WITH
 MS0168'THE STATION.
 MS0168'
 MS0168'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PERRY NO 2 1963,
 MS0168'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 MS0168'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 59.0 FEET
 MS0168'WEST OF THE CENTER OF THE HIGHWAY, 16.4 FEET NORTH OF THE
 MS0168'NORTHEAST CORNER OF A FRUIT STAND, 3.4 FEET NORTH OF A POWER
 MS0168'LINE POLE, 1.3 FEET EAST OF A T JUNCTION IN THE RIGHT-OF-WAY
 MS0168'FENCE, AND ABOUT 3 FEET LOWER THAN THE STATION.
 MS0168'
 MS0168'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED PERRY 1963,
 MS0168'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 MS0168'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 60.6 FEET
 MS0168'WEST OF THE CENTER OF THE HIGHWAY, 2.5 FEET SOUTH OF A POWER
 MS0168'LINE POLE, 1.3 FEET SOUTH OF A WITNESS POST AND 1.0 FEET
 MS0168'EAST OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 MS0168
 MS0168                          STATION RECOVERY (1967)
 MS0168
 MS0168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 MS0168'2.3 MI N FROM WILLARD.
 MS0168'2.3 MILES NORTH ALONG U.S. HIGHWAYS 89, 91 AND 30S FROM THE POST
 MS0168'OFFICE AT WILLARD, 40 1/2 FEET EAST OF THE CENTER LINE OF THE EAST
 MS0168'LANES OF THE HIGHWAY, 2.8 FEET WEST OF A FENCE, 4.1 FEET NORTHWEST OF
 MS0168'A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE
 MS0168'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 MS0168
 MS0168                          STATION RECOVERY (2010)
 MS0168
 MS0168'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 MS0168'FOUND STATION MARK AND RM 1.  CURSORY SEARCH FOR RM 2 FAILED.  DID NOT
 MS0168'ATTEMPT AZ MARK.  NEXT TO STATION MARK SETTING ON FAR SIDE FROM ROAD
 MS0168'IS A WODDEN SURVEYORS STAKE WHICH SAYS PERRY WITH A FADED ORANGE
 MS0168'RIBBON ATTACHED.  THERE IS ANOTHER SMALLER STAKE LESS THAN 180 DEG CCW
 MS0168'NEXT TO MARK SETTING.  DIG BETWEEN STAKES CAREFULLY AND YOU SHOULD HIT
 MS0168'THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0169 ***********************************************************************
 MS0169  DESIGNATION -  PERRY RM 1
 MS0169  PID         -  MS0169
 MS0169  STATE/COUNTY-  UT/BOX ELDER
 MS0169  COUNTRY     -  US
 MS0169  USGS QUAD   -  WILLARD (2017)
 MS0169
 MS0169                         *CURRENT SURVEY CONTROL
 MS0169  ______________________________________________________________________
 MS0169* NAD 83(1986) POSITION- 41 26 23.22   (N) 112 02 11.01   (W)   HD_HELD1
 MS0169* NAVD 88 ORTHO HEIGHT -  1329.221 (meters)     4360.95  (feet) ADJUSTED
 MS0169  ______________________________________________________________________
 MS0169  GEOID HEIGHT    -        -16.191 (meters)                     GEOID18
 MS0169  DYNAMIC HEIGHT  -       1328.258 (meters)     4357.79  (feet) COMP
 MS0169  MODELED GRAVITY -    979,853.5   (mgal)                       NAVD 88
 MS0169
 MS0169  VERT ORDER      -  FIRST     CLASS I
 MS0169
 MS0169.The horizontal coordinates were determined by differentially corrected
 MS0169.hand held GPS observations or other comparable positioning techniques
 MS0169.and have an estimated accuracy of +/- 3 meters.
 MS0169
 MS0169.The orthometric height was determined by differential leveling and
 MS0169.adjusted by the NATIONAL GEODETIC SURVEY
 MS0169.in June 1991.
 MS0169
 MS0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0169.GEOID18 height accuracy estimate available here.
 MS0169
 MS0169.Click photographs - Photos may exist for this station.
 MS0169
 MS0169.The dynamic height is computed by dividing the NAVD 88
 MS0169.geopotential number by the normal gravity value computed on the
 MS0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0169.degrees latitude (g = 980.6199 gals.).
 MS0169
 MS0169.The modeled gravity was interpolated from observed gravity values.
 MS0169
 MS0169;                    North         East    Units  Estimated Accuracy
 MS0169;SPC UT N     - 1,123,010.6     455,173.9     MT  (+/- 3 meters HH1 GPS) 
 MS0169
 MS0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1341988097(NAD 83)
 MS0169
 MS0169                          SUPERSEDED SURVEY CONTROL
 MS0169
 MS0169  NGVD 29 (??/??/92) 1328.227  (m)         4357.69   (f) ADJ UNCH    1 1
 MS0169
 MS0169.Superseded values are not recommended for survey control.
 MS0169
 MS0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0169.See file dsdata.pdf to determine how the superseded data were derived.
 MS0169
 MS0169_MARKER: DR = REFERENCE MARK DISK
 MS0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0169_STAMPING: PERRY NO 1 1963
 MS0169_MARK LOGO: CGS
 MS0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0169+STABILITY: SURFACE MOTION
 MS0169
 MS0169  HISTORY     - Date     Condition        Report By
 MS0169  HISTORY     - 1963     MONUMENTED       CGS
 MS0169  HISTORY     - 1967     GOOD             CGS
 MS0169  HISTORY     - 20100816 GOOD             GEOCAC
 MS0169
 MS0169                          STATION DESCRIPTION
 MS0169
 MS0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0169'2.3 MI N FROM WILLARD.
 MS0169'2.3 MILES NORTH ALONG U.S. HIGHWAYS 89, 91 AND 30S FROM THE POST
 MS0169'OFFICE AT WILLARD, 42 1/2 FEET EAST OF THE CENTER LINE OF THE EAST
 MS0169'LANES OF THE HIGHWAY, 82.0 FEET NORTH OF THE STATION, 1.0 FOOT WEST OF
 MS0169'A FENCE, ABOUT 4 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 MS0169'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 MS0169
 MS0169                          STATION RECOVERY (2010)
 MS0169
 MS0169'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 MS0169'MARK SETTING IS JUST AT OR SLIGHLTY ABOVE UNEVEN GROUND LEVEL AT THIS
 MS0169'TIME.  ALSO FOUND STATION MARK MS0168 NEARBY.  CURSORY SEARCH ACROSS
 MS0169'THE STREET FOR RM 2 MS0170 FAILED.  THE AZ MARK WAS NOT ATTEMPTED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0170 ***********************************************************************
 MS0170  DESIGNATION -  PERRY RM 2
 MS0170  PID         -  MS0170
 MS0170  STATE/COUNTY-  UT/BOX ELDER
 MS0170  COUNTRY     -  US
 MS0170  USGS QUAD   -  WILLARD (2017)
 MS0170
 MS0170                         *CURRENT SURVEY CONTROL
 MS0170  ______________________________________________________________________
 MS0170* NAD 83(1986) POSITION- 41 26 22.32   (N) 112 02 12.43   (W)   HD_HELD1
 MS0170* NAVD 88 ORTHO HEIGHT -  1327.971 (meters)     4356.85  (feet) ADJUSTED
 MS0170  ______________________________________________________________________
 MS0170  GEOID HEIGHT    -        -16.195 (meters)                     GEOID18
 MS0170  DYNAMIC HEIGHT  -       1327.009 (meters)     4353.70  (feet) COMP
 MS0170  MODELED GRAVITY -    979,853.5   (mgal)                       NAVD 88
 MS0170
 MS0170  VERT ORDER      -  FIRST     CLASS I
 MS0170
 MS0170.The horizontal coordinates were determined by differentially corrected
 MS0170.hand held GPS observations or other comparable positioning techniques
 MS0170.and have an estimated accuracy of +/- 3 meters.
 MS0170
 MS0170.The orthometric height was determined by differential leveling and
 MS0170.adjusted by the NATIONAL GEODETIC SURVEY
 MS0170.in June 1991.
 MS0170
 MS0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0170.GEOID18 height accuracy estimate available here.
 MS0170
 MS0170.Click photographs - Photos may exist for this station.
 MS0170
 MS0170.The dynamic height is computed by dividing the NAVD 88
 MS0170.geopotential number by the normal gravity value computed on the
 MS0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0170.degrees latitude (g = 980.6199 gals.).
 MS0170
 MS0170.The modeled gravity was interpolated from observed gravity values.
 MS0170
 MS0170;                    North         East    Units  Estimated Accuracy
 MS0170;SPC UT N     - 1,122,983.0     455,140.7     MT  (+/- 3 meters HH1 GPS) 
 MS0170
 MS0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1338588069(NAD 83)
 MS0170
 MS0170                          SUPERSEDED SURVEY CONTROL
 MS0170
 MS0170  NGVD 29 (??/??/92) 1326.977  (m)         4353.59   (f) ADJ UNCH    1 1
 MS0170
 MS0170.Superseded values are not recommended for survey control.
 MS0170
 MS0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0170.See file dsdata.pdf to determine how the superseded data were derived.
 MS0170
 MS0170_MARKER: DR = REFERENCE MARK DISK
 MS0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0170_STAMPING: PERRY NO 2 1963
 MS0170_MARK LOGO: CGS
 MS0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0170+STABILITY: SURFACE MOTION
 MS0170
 MS0170  HISTORY     - Date     Condition        Report By
 MS0170  HISTORY     - 1963     MONUMENTED       CGS
 MS0170  HISTORY     - 1967     GOOD             CGS
 MS0170  HISTORY     - 20100816 MARK NOT FOUND   GEOCAC
 MS0170
 MS0170                          STATION DESCRIPTION
 MS0170
 MS0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0170'2.3 MI N FROM WILLARD.
 MS0170'2.3 MILES NORTH ALONG U.S. HIGHWAYS 89, 91 AND 30S FROM THE POST
 MS0170'OFFICE AT WILLARD, WEST AND ACROSS THE HIGHWAY FROM THE STATION, 42
 MS0170'FEET WEST OF THE CENTER LINE OF THE WEST LANES OF THE HIGHWAY, 16 1/2
 MS0170'FEET NORTHEAST OF THE NORTHEAST CORNER OF UTAH BOOT HILL ANTIQUES
 MS0170'SHOP, 2 FEET NORTHEAST OF A FENCE CORNER, 1.2 FEET EAST OF A FENCE,
 MS0170'ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 MS0170'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 MS0170
 MS0170                          STATION RECOVERY (2010)
 MS0170
 MS0170'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 MS0170'JUST NORTH OF A POWER LINE POLE WHICH WAS
 MS0170'COVERED BY A LARGE PILE OF DIRT AND MEDIUM SIZED ROCKS.  I EXPECT MARK
 MS0170'MAY BE FOUND THERE.
 MS0170'DID NOT SEE ANY SIGN OF BOOT HILL ANTIQUES SHOP DESCRIBED HERE OR
 MS0170'FRUIT STAND DESCRIBED IN 1963 REPORT FOR MS0168 IN REFERENCE TO THIS
 MS0170'MARK.
 MS0170'APPARENTLY DESCRIBED FENCE WAS REMOVED OR REPOSITIONED SIGNIFICANTLY
 MS0170'WESTWARD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0570 ***********************************************************************
 JM0570  DESIGNATION -  PETRO
 JM0570  PID         -  JM0570
 JM0570  STATE/COUNTY-  UT/GRAND
 JM0570  COUNTRY     -  US
 JM0570  USGS QUAD   -  GOLD BAR CANYON (2017)
 JM0570
 JM0570                         *CURRENT SURVEY CONTROL
 JM0570  ______________________________________________________________________
 JM0570* NAD 83(1994) POSITION- 38 30 01.01605(N) 109 43 45.42693(W)   ADJUSTED
 JM0570* NAVD 88 ORTHO HEIGHT -  1809.2   (meters)     5936.    (feet) VERTCON3
 JM0570  ______________________________________________________________________
 JM0570  GEOID HEIGHT    -        -20.416 (meters)                     GEOID18
 JM0570  LAPLACE CORR    -          1.16  (seconds)                    DEFLEC18
 JM0570  HORZ ORDER      -  SECOND
 JM0570
 JM0570.The horizontal coordinates were established by classical geodetic methods
 JM0570.and adjusted by the National Geodetic Survey in November 1997.
 JM0570
 JM0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0570
 JM0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0570.GEOID18 height accuracy estimate available here.
 JM0570
 JM0570.Click photographs - Photos may exist for this station.
 JM0570
 JM0570.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0570
 JM0570. The following values were computed from the NAD 83(1994) position.
 JM0570
 JM0570;                    North         East     Units Scale Factor Converg.
 JM0570;SPC UT C     - 2,020,064.969   654,479.501   MT  1.00016735   +1 08 03.4
 JM0570;SPC UT C     - 6,627,496.49  2,147,238.16   sFT  1.00016735   +1 08 03.4
 JM0570;SPC UT S     - 3,204,972.826   654,459.047   MT  1.00002936   +1 05 05.6
 JM0570;SPC UT S     -10,514,981.68  2,147,171.06   sFT  1.00002936   +1 05 05.6
 JM0570;UTM  12      - 4,262,089.720   610,805.256   MT  0.99975120   +0 47 28.0
 JM0570
 JM0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0570!SPC UT C     -   0.99971941  x   1.00016735  =   0.99988671
 JM0570!SPC UT S     -   0.99971941  x   1.00002936  =   0.99974876
 JM0570!UTM  12      -   0.99971941  x   0.99975120  =   0.99947067
 JM0570
 JM0570:                Primary Azimuth Mark                     Grid Az
 JM0570:SPC UT C     -  T26 27S R20E SEC 32 1 4 COR              209 13 24.0
 JM0570:SPC UT S     -  T26 27S R20E SEC 32 1 4 COR              209 16 21.8
 JM0570:UTM  12      -  T26 27S R20E SEC 32 1 4 COR              209 33 59.4
 JM0570
 JM0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH1080562089(NAD 83)
 JM0570
 JM0570|---------------------------------------------------------------------|
 JM0570| PID    Reference Object                     Distance      Geod. Az  |
 JM0570|                                                           dddmmss.s |
 JM0570| CM7788 PETRO RM 1                            6.770 METERS 05938     |
 JM0570| CM7789 PETRO RM 2                            8.011 METERS 13353     |
 JM0570| JM0522 T26 27S R20E SEC 32 1 4 COR         APPROX. 1.2 KM 2102127.4 |
 JM0570| JM0571 BOUNDARY GRAND SAN JUAN AT PETRO      5.108 METERS 28814     |
 JM0570|---------------------------------------------------------------------|
 JM0570
 JM0570                          SUPERSEDED SURVEY CONTROL
 JM0570
 JM0570  NAD 83(1986)-  38 30 01.00357(N)    109 43 45.42731(W) AD(       ) 2
 JM0570  NAD 27      -  38 30 01.06462(N)    109 43 43.00526(W) AD(       ) 2
 JM0570  NGVD 29 (07/19/86) 1808.2    (m)         5932.     (f) VERT ANG       
 JM0570
 JM0570.Superseded values are not recommended for survey control.
 JM0570
 JM0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0570.See file dsdata.pdf to determine how the superseded data were derived.
 JM0570
 JM0570_MARKER: DS = TRIANGULATION STATION DISK
 JM0570_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0570_STAMPING: PETRO 1963
 JM0570_MARK LOGO: CGS
 JM0570_MAGNETIC: P = MARKER IS A STEEL PIPE
 JM0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0570+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2009
 JM0570
 JM0570  HISTORY     - Date     Condition        Report By
 JM0570  HISTORY     - 1963     MONUMENTED       CGS
 JM0570  HISTORY     - 20091201 GOOD             GEOCAC
 JM0570
 JM0570                          STATION DESCRIPTION
 JM0570
 JM0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JM0570'THE STATION IS ABOUT 11 MILES SOUTHWEST OF MOAB, ABOUT 4-1/4
 JM0570'MILES WEST OF THE COLORADO RIVER AND IS NEAR THE SOUTHEAST
 JM0570'CORNER OF BIG FLAT AND ON THE SOUTHEAST SLOPE OF A SANDY
 JM0570'RIDGE.
 JM0570'
 JM0570'TO REACH FROM THE POST OFFICE IN MOAB, GO NORTHERLY ON U.S.
 JM0570'HIGHWAY 160 FOR 11.0 MILES TO DEAD HORSE POINT ROAD ON THE
 JM0570'LEFT, AS PER SIGN.  TURN LEFT AND FOLLOW ROAD WESTERLY UP
 JM0570'CANYON AND ONTO TOP OF MESA FOR 8.3 MILES TO A FORK.  KEEP
 JM0570'LEFT AND FOLLOW MAIN ROAD FOR 3.7 MILES TO ANOTHER FORK.  KEEP
 JM0570'LEFT AND FOLLOW MAIN ROAD FOR 2.4 MILES TO A FORK AT THE TOP
 JM0570'OF A RIDGE.  KEEP LEFT AND FOLLOW ROAD LEADING TOWARDS DEAD
 JM0570'HORSE POINT FOR 1.9 MILES TO A FORK.  KEEP RIGHT AND GO SOUTH
 JM0570'ON THE MAIN ROAD FOR 4.05 MILES TO A POINT WEST OF THE
 JM0570'STATION.  TURN LEFT AND GO ACROSS COUNTRY FOR 0.15 MILE TO THE
 JM0570'STATION.
 JM0570'
 JM0570'THE STATION MARK, STAMPED PETRO 1963, IS A STANDARD DISK BRAZED
 JM0570'TO THE TOP OF A 2-1/2-INCH PIPE THAT PROJECTS 10-INCHES ABOVE
 JM0570'THE GROUND.  IT IS 14 FEET SOUTHEAST OF A METAL POST WITH
 JM0570'WITNESS SIGN ATTACHED.
 JM0570'
 JM0570'REFERENCE MARK 1, STAMPED PETRO NO 1 1963, IS A STANDARD
 JM0570'DISK BRAZED TO THE TOP OF A 2-1/2-INCH PIPE THAT PROJECTS
 JM0570'6-INCHES ABOVE THE GROUND.  IT IS 32 FEET EAST OF THE METAL
 JM0570'POST WITH WITNESS SIGN ATTACHED.
 JM0570'
 JM0570'REFERENCE MARK 2, STAMPED PETRO NO 2 1963, IS A STANDARD
 JM0570'DISK BRAZED TO THE TOP OF A 2-1/2-INCH PIPE THAT PROJECTS
 JM0570'7-INCHES ABOVE THE GROUND.  IT IS 40 FEET SOUTHEAST OF THE
 JM0570'METAL POST WITH WITNESS SIGN ATTACHED.
 JM0570'
 JM0570'GRAND-SAN JUAN C.B.M., IS A COUNTY BOUNDARY MARKER DISK SET
 JM0570'IN THE TOP OF AN 8-INCH CYLINDRICAL CONCRETE POST THAT PROJECTS
 JM0570'3 FEET ABOVE THE GROUND.  THE DISK HAS NO STAMPINGS.  PRE-CAST
 JM0570'IN THE DISK IS COUNTY BOUNDARY GRAND COUNTY SAN JUAN COUNTY
 JM0570'YEAR 1962.  IT IS ON THE BOUNDARY LINE BETWEEN GRAND AND SAN
 JM0570'JUAN COUNTIES.
 JM0570
 JM0570                          STATION RECOVERY (2009)
 JM0570
 JM0570'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0570'ALL REFERENCE OBJECTS FOUND. THE 1962 COUNTY BOUNDARY MARKER IS
 JM0570'APPARENTLY NOT ON THE COUNTY LINE AND THE CAST LETTERING HAS BEEN
 JM0570'OBLITERATED EXCEPT FOR THE YEAR.  A NEWER COUNTY BOUNDARY MONUMENT WAS
 JM0570'FOUND 114 FEET SOUTH OF THE OLD BOUNDARY MARKER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0697 ***********************************************************************
 LN0697  DESIGNATION -  PHIL PICO
 LN0697  PID         -  LN0697
 LN0697  STATE/COUNTY-  UT/DAGGETT
 LN0697  COUNTRY     -  US
 LN0697  USGS QUAD   -  PHIL PICO MOUNTAIN (2017)
 LN0697
 LN0697                         *CURRENT SURVEY CONTROL
 LN0697  ______________________________________________________________________
 LN0697* NAD 83(1994) POSITION- 40 58 19.22592(N) 109 55 16.31110(W)   ADJUSTED
 LN0697* NAVD 88 ORTHO HEIGHT -  2921.2   (meters)     9584.    (feet) VERTCON3
 LN0697  ______________________________________________________________________
 LN0697  GEOID HEIGHT    -        -13.361 (meters)                     GEOID18
 LN0697  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 LN0697  HORZ ORDER      -  THIRD
 LN0697
 LN0697.The horizontal coordinates were established by classical geodetic methods
 LN0697.and adjusted by the National Geodetic Survey in November 1997.
 LN0697
 LN0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0697
 LN0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0697.GEOID18 height accuracy estimate available here.
 LN0697
 LN0697.Click photographs - Photos may exist for this station.
 LN0697
 LN0697.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0697
 LN0697. The following values were computed from the NAD 83(1994) position.
 LN0697
 LN0697;                    North         East     Units Scale Factor Converg.
 LN0697;SPC UT N     - 1,072,131.227   632,877.539   MT  0.99996861   +1 02 27.6
 LN0697;SPC UT N     - 3,517,483.87  2,076,365.73   sFT  0.99996861   +1 02 27.6
 LN0697;UTM  12      - 4,536,209.939   590,768.077   MT  0.99970140   +0 42 26.7
 LN0697
 LN0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0697!SPC UT N     -   0.99954409  x   0.99996861  =   0.99951271
 LN0697!UTM  12      -   0.99954409  x   0.99970140  =   0.99924562
 LN0697
 LN0697:                Primary Azimuth Mark                     Grid Az
 LN0697:SPC UT N     -  BOUNDARY MP 314 UT WY                    285 55 36.2
 LN0697:UTM  12      -  BOUNDARY MP 314 UT WY                    286 15 37.1
 LN0697
 LN0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL9076836209(NAD 83)
 LN0697
 LN0697|---------------------------------------------------------------------|
 LN0697| PID    Reference Object                     Distance      Geod. Az  |
 LN0697|                                                           dddmmss.s |
 LN0697| LO1032 BOUNDARY MP 314 UT WY               APPROX. 9.7 KM 2865803.8 |
 LN0697|---------------------------------------------------------------------|
 LN0697
 LN0697                          SUPERSEDED SURVEY CONTROL
 LN0697
 LN0697  NAD 83(1993)-  40 58 19.22603(N)    109 55 16.31093(W) AD(       ) 3
 LN0697  NAD 83(1986)-  40 58 19.20552(N)    109 55 16.29804(W) AD(       ) 3
 LN0697  NAD 27      -  40 58 19.38052(N)    109 55 13.72376(W) AD(       ) 3
 LN0697  NGVD 29 (07/19/86) 2919.7    (m)         9579.     (f) VERT ANG       
 LN0697
 LN0697.Superseded values are not recommended for survey control.
 LN0697
 LN0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0697.See file dsdata.pdf to determine how the superseded data were derived.
 LN0697
 LN0697_MARKER: DB = BENCH MARK DISK
 LN0697_SETTING: 66 = SET IN ROCK OUTCROP
 LN0697_STAMPING: 9577 VA
 LN0697_MARK LOGO: USGS
 LN0697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0697+STABILITY: POSITION/ELEVATION WELL
 LN0697
 LN0697  HISTORY     - Date     Condition        Report By
 LN0697  HISTORY     - UNK      MONUMENTED       USGS
 LN0697  HISTORY     - 1965     SEE DESCRIPTION  USGS
 LN0697
 LN0697                          STATION DESCRIPTION
 LN0697
 LN0697'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 LN0697'LOCATED ABOUT 4 MI. E. OF SUMMIT-DAGGETT COUNTY LINE, IN T 3 N,
 LN0697'R 18 E, NEAR LINE BETWEEN SECS. 8 AND 17, ABOUT 1.75 MI. (AIRLINE)
 LN0697'S. OF UTAH-WYOMING STATE LINE.
 LN0697'
 LN0697'TO REACH STATION FROM INTERSECTION OF UTAH STATE HIGHWAY 43 AND 44 AT
 LN0697'U.S. FOREST SERVICE OFFICE IN MANILA, DRIVE W. ON HIGHWAY 43 FOR 5.9
 LN0697'MI. TO A POINT WHERE THE HIGHWAY CURVES AND A GRADED RD. GOES
 LN0697'STRAIGHT AHEAD (W.), FOLLOW GRADED RD. FOR 2.1 MI. TO A TRACK RD. ON
 LN0697'THE RIGHT, TURN RIGHT AND GO 0.6 MI. TO A LOCKED GATE (THE KEY TO
 LN0697'LOCKED GATE SHOULD BE OBTAINED FROM RODNEY SCHOFIELD WHO LIVES
 LN0697'1.5 MI. W. OF MANILA ON THE N. SIDE OF THE HIGHWAY).  PASS THROUGH
 LN0697'GATE AND GO 3.4 MI., FOLLOWING MAIN RD., SOME OF WHICH IS QUITE
 LN0697'STEEP, TO TOP AND STATION.
 LN0697'
 LN0697'STATION MARK HAS BEEN DEFACED AND PART OF THE
 LN0697'OUTER EDGE HAS BEEN DESTROYED.  NO STAMPING IS LEGIBLE.
 LN0697'
 LN0697'STATION MARK--STANDARD TABLET, STAMPED ---9577 VA---, SET IN ROCK.
 LN0697'
 LN0697'REFERENCE MARK NO. 1--REFERENCE TABLET, STAMPED ---PHIL PICO NO 1
 LN0697'1961---, SET IN ROCK.
 LN0697'
 LN0697'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, STAMPED ---2---, SET
 LN0697'IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0561 ***********************************************************************
 LP0561  DESIGNATION -  PHOTO 10
 LP0561  PID         -  LP0561
 LP0561  STATE/COUNTY-  UT/TOOELE
 LP0561  COUNTRY     -  US
 LP0561  USGS QUAD   -  GRANITE PEAK NW (2017)
 LP0561
 LP0561                         *CURRENT SURVEY CONTROL
 LP0561  ______________________________________________________________________
 LP0561* NAD 83(1994) POSITION- 40 09 03.99965(N) 113 22 40.68667(W)   ADJUSTED
 LP0561* NAVD 88 ORTHO HEIGHT -  1301.7   (meters)     4271.    (feet) VERTCON3
 LP0561  ______________________________________________________________________
 LP0561  GEOID HEIGHT    -        -18.949 (meters)                     GEOID18
 LP0561  LAPLACE CORR    -          2.36  (seconds)                    DEFLEC18
 LP0561  HORZ ORDER      -  SECOND
 LP0561
 LP0561.The horizontal coordinates were established by classical geodetic methods
 LP0561.and adjusted by the National Geodetic Survey in November 1997.
 LP0561
 LP0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0561
 LP0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0561.GEOID18 height accuracy estimate available here.
 LP0561
 LP0561.Click photographs - Photos may exist for this station.
 LP0561
 LP0561.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0561
 LP0561. The following values were computed from the NAD 83(1994) position.
 LP0561
 LP0561;                    North         East     Units Scale Factor Converg.
 LP0561;SPC UT C     - 2,203,488.188   340,012.599   MT  0.99991400   -1 12 10.8
 LP0561;SPC UT C     - 7,229,277.50  1,115,524.67   sFT  0.99991400   -1 12 10.8
 LP0561;UTM  12      - 4,447,240.341   297,455.552   MT  1.00010504   -1 32 01.9
 LP0561
 LP0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0561!SPC UT C     -   0.99979881  x   0.99991400  =   0.99971282
 LP0561!UTM  12      -   0.99979881  x   1.00010504  =   0.99990382
 LP0561
 LP0561:                Primary Azimuth Mark                     Grid Az
 LP0561:SPC UT C     -  CAUSEWAY E                               076 23 55.6
 LP0561:UTM  12      -  CAUSEWAY E                               076 43 46.7
 LP0561
 LP0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK9745547240(NAD 83)
 LP0561
 LP0561|---------------------------------------------------------------------|
 LP0561| PID    Reference Object                     Distance      Geod. Az  |
 LP0561|                                                           dddmmss.s |
 LP0561| LP0552 CAUSEWAY E                          APPROX. 0.7 KM 0751144.8 |
 LP0561| CM5723 PHOTO 10 RM 2                         9.588 METERS 15245     |
 LP0561| CM5722 PHOTO 10 RM 1                        11.045 METERS 25013     |
 LP0561|---------------------------------------------------------------------|
 LP0561
 LP0561                          SUPERSEDED SURVEY CONTROL
 LP0561
 LP0561  NAD 83(1986)-  40 09 03.99071(N)    113 22 40.67399(W) AD(       ) 2
 LP0561  NAD 27      -  40 09 04.21048(N)    113 22 37.73096(W) AD(       ) 2
 LP0561  NGVD 29 (07/19/86) 1300.7    (m)         4267.     (f) VERT ANG       
 LP0561
 LP0561.Superseded values are not recommended for survey control.
 LP0561
 LP0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0561.See file dsdata.pdf to determine how the superseded data were derived.
 LP0561
 LP0561_MARKER: DS = TRIANGULATION STATION DISK
 LP0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0561_STAMPING: PHOTO 10 1965
 LP0561_MARK LOGO: CGS
 LP0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0561+STABILITY: SURFACE MOTION
 LP0561
 LP0561  HISTORY     - Date     Condition        Report By
 LP0561  HISTORY     - 1965     MONUMENTED       CGS
 LP0561  HISTORY     - 1984     GOOD             USPSQD
 LP0561
 LP0561                          STATION DESCRIPTION
 LP0561
 LP0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0561'THE STATION IS LOCATED ON THE TOP OF A LOW RISE ALONG THE
 LP0561'NORTH SIDE OF THE CAUSEWAY ROAD.  IT IS ABOUT 24-1/2 MILES
 LP0561'AIRLINE EAST OF GOLD HILL, 5-1/2 MILES NORTHWEST OF GRANITE
 LP0561'MOUNTAIN AND 1/2 MILE WEST OF TRIANGULATION STATION CAUSEWAY E.
 LP0561'A TRAVERSE CONNECTION WAS MADE TO CAUSEWAY E THE DISTANCE BEING,
 LP0561'676.6320 METERS OR 2219.916 FEET.
 LP0561'
 LP0561'THE STATION MARK IS A STANDARD DISK STAMPED PHOTO 10 1965.
 LP0561'IT IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 LP0561'3 INCHES.  IT IS 50-1/2 FEET NORTH OF THE CENTER OF THE ROAD
 LP0561'AND 38 FEET WEST OF THE WITNESS POST.
 LP0561'
 LP0561'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PHOTO 10 NO 1 1965.
 LP0561'IT IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 LP0561'3 INCHES.  IT IS 52-1/2 FEET NORTH OF THE CENTER OF THE ROAD
 LP0561'AND 3.6 FEET WEST OF THE WITNESS POST.
 LP0561'
 LP0561'REFERENCE MARK 2 IS A STANDARD AZIMUTH MARK DISK STAMPED
 LP0561'CAUSEWAY E 1965.  IT IS 28 FEET SOUTH OF THE WITNESS POST AND
 LP0561'21 FEET NORTH OF THE CENTER OF THE ROAD.
 LP0561'
 LP0561'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
 LP0561
 LP0561                          STATION RECOVERY (1984)
 LP0561
 LP0561'RECOVERY NOTE BY US POWER SQUADRON 1984 (MM)
 LP0561'PHOTO 10 1965 RECOVERED GOOD.
 LP0561'
 LP0561'PHOTO 10 RM 1 RECOVERED GOOD.
 LP0561'
 LP0561'PHOTO 10 RM 2 RECOVERED GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0563 ***********************************************************************
 LP0563  DESIGNATION -  PHOTO 11
 LP0563  PID         -  LP0563
 LP0563  STATE/COUNTY-  UT/TOOELE
 LP0563  COUNTRY     -  US
 LP0563  USGS QUAD   -  GRANITE PEAK NW (2017)
 LP0563
 LP0563                         *CURRENT SURVEY CONTROL
 LP0563  ______________________________________________________________________
 LP0563* NAD 83(1994) POSITION- 40 08 30.18765(N) 113 26 07.50922(W)   ADJUSTED
 LP0563* NAVD 88 ORTHO HEIGHT -  1298.4   (meters)     4260.    (feet) VERTCON3
 LP0563  ______________________________________________________________________
 LP0563  GEOID HEIGHT    -        -19.045 (meters)                     GEOID18
 LP0563  LAPLACE CORR    -          2.45  (seconds)                    DEFLEC18
 LP0563  HORZ ORDER      -  FIRST
 LP0563
 LP0563.The horizontal coordinates were established by classical geodetic methods
 LP0563.and adjusted by the National Geodetic Survey in November 1997.
 LP0563
 LP0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0563
 LP0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0563.GEOID18 height accuracy estimate available here.
 LP0563
 LP0563.Click photographs - Photos may exist for this station.
 LP0563
 LP0563.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0563
 LP0563. The following values were computed from the NAD 83(1994) position.
 LP0563
 LP0563;                    North         East     Units Scale Factor Converg.
 LP0563;SPC UT C     - 2,202,549.967   335,096.463   MT  0.99991312   -1 14 23.2
 LP0563;SPC UT C     - 7,226,199.35  1,099,395.65   sFT  0.99991312   -1 14 23.2
 LP0563;UTM  12      - 4,446,330.338   292,533.077   MT  1.00012989   -1 34 14.3
 LP0563
 LP0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0563!SPC UT C     -   0.99979934  x   0.99991312  =   0.99971248
 LP0563!UTM  12      -   0.99979934  x   1.00012989  =   0.99992920
 LP0563
 LP0563:                Primary Azimuth Mark                     Grid Az
 LP0563:SPC UT C     -  W 67                                     160 27 55.0
 LP0563:UTM  12      -  W 67                                     160 47 46.1
 LP0563
 LP0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK9253346330(NAD 83)
 LP0563
 LP0563|---------------------------------------------------------------------|
 LP0563| PID    Reference Object                     Distance      Geod. Az  |
 LP0563|                                                           dddmmss.s |
 LP0563| LP0146 W 67                                               1591331.8 |
 LP0563| CM5724 PHOTO 11 RM 1                        17.741 METERS 18455     |
 LP0563| CM5725 PHOTO 11 RM 2                        15.528 METERS 30024     |
 LP0563|---------------------------------------------------------------------|
 LP0563
 LP0563                          SUPERSEDED SURVEY CONTROL
 LP0563
 LP0563  NAD 83(1986)-  40 08 30.17846(N)    113 26 07.49657(W) AD(       ) 1
 LP0563  NAD 27      -  40 08 30.39833(N)    113 26 04.54858(W) AD(       ) 1
 LP0563  NGVD 29 (07/19/86) 1297.4    (m)         4257.     (f) VERT ANG       
 LP0563
 LP0563.Superseded values are not recommended for survey control.
 LP0563
 LP0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0563.See file dsdata.pdf to determine how the superseded data were derived.
 LP0563
 LP0563_MARKER: DS = TRIANGULATION STATION DISK
 LP0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0563_STAMPING: PHOTO 11 1965
 LP0563_MARK LOGO: CGS
 LP0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0563+STABILITY: SURFACE MOTION
 LP0563
 LP0563  HISTORY     - Date     Condition        Report By
 LP0563  HISTORY     - 1965     MONUMENTED       CGS
 LP0563  HISTORY     - 1984     GOOD             USPSQD
 LP0563  HISTORY     - 1984     GOOD             DMA
 LP0563
 LP0563                          STATION DESCRIPTION
 LP0563
 LP0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0563'THE STATION IS LOCATED IN THE SALT FLATS ALONG THE CAUSEWAY ROAD
 LP0563'AT DUGWAY PROVING GROUNDS.  IT IS 22-1/2 MILES NORTHEAST OF CALLAO,
 LP0563'21 MILES EAST OF GOLD HILL AND 9 MILES WEST OF THE GRANITE
 LP0563'MOUNTAIN.
 LP0563'
 LP0563'TO REACH THE STATION FROM THE DITTO TECHNICAL CENTER AT DUGWAY
 LP0563'GO WEST FOR 1.8 MILES TO A GUARD GATE AND A FORK.  TAKE THE LEFT
 LP0563'FORK AND GO WEST AND SOUTHWEST ALONG STARK ROAD FOR 18.0 MILES
 LP0563'TO A FORK WITH A GOOD GRADED ROAD.  TAKE THE RIGHT FORK AND GO
 LP0563'WEST ALONG THE GRAVELED ROAD FOR 0.65 MILE TO 5 FORKS, CONTINUE
 LP0563'WEST FOR 3.25 MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 LP0563'WEST FOR 5.4 MILES TO THE AZIMUTH MARK ON THE LEFT.
 LP0563'CONTINUE WEST FOR 0.1 MILE TO A SIDE ROAD RIGHT LEADING
 LP0563'TO A FILLED AREA.  TURN RIGHT AND GO NORTH FOR 0.15 MILE
 LP0563'TO THE STATION ON THE RIGHT.
 LP0563'
 LP0563'THE STATION MARK IS A STANDARD DISK STAMPED PHOTO 11 1965.
 LP0563'IT IS SET IN THE TOP OF A 14 INCH ROUND CONCRETE MONUMENT WHICH
 LP0563'PROJECTS 2 INCHES.  IT IS 65 FEET NORTH OF THE WITNESS POST.
 LP0563'
 LP0563'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PHOTO 11 NO 1 1965.
 LP0563'IT IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 LP0563'6 INCHES.  IT IS 7.5 FEET NORTH OF THE WITNESS POST.
 LP0563'
 LP0563'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PHOTO 11 NO 1 1965.
 LP0563'IT IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 LP0563'4 INCHES.  IT IS 99 FEET NORTHWEST OF THE WITNESS POST.
 LP0563'
 LP0563'THE AZIMUTH MARK IS A COAST AND GEODETIC SURVEY BENCH MARK
 LP0563'STAMPED W 67 1934.  IT IS SET IN THE TOP OF A 8 X 8 INCH CONCRETE
 LP0563'MONUMENT WHICH PROJECTS ABOUT 8 INCHES.  IT IS 64 FEET SOUTH
 LP0563'OF THE GRAVELED ROAD AND 1.5 FEET WEST OF THE WITNESS POST.
 LP0563'
 LP0563'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
 LP0563
 LP0563                          STATION RECOVERY (1984)
 LP0563
 LP0563'RECOVERY NOTE BY US POWER SQUADRON 1984 (MM)
 LP0563'PHOTO 11 1965 RECOVERED GOOD.
 LP0563'
 LP0563'PHOTO 11 RM 1 RECOVERED GOOD.
 LP0563'
 LP0563'PHOTO 11 RM 2 RECOVERED GOOD.
 LP0563
 LP0563                          STATION RECOVERY (1984)
 LP0563
 LP0563'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984 (BB)
 LP0563'PHOTO 11 1965 RECOVERED GOOD.
 LP0563'
 LP0563'PHOTO 11 1965 NO 1 RECOVERED GOOD.
 LP0563'
 LP0563'PHOTO 11 1965 NO 2 RECOVERED GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0562 ***********************************************************************
 LP0562  DESIGNATION -  PHOTO 12
 LP0562  PID         -  LP0562
 LP0562  STATE/COUNTY-  UT/TOOELE
 LP0562  COUNTRY     -  US
 LP0562  USGS QUAD   -  GRANITE PEAK NW (2017)
 LP0562
 LP0562                         *CURRENT SURVEY CONTROL
 LP0562  ______________________________________________________________________
 LP0562* NAD 83(1994) POSITION- 40 07 30.74245(N) 113 29 54.65759(W)   ADJUSTED
 LP0562* NAVD 88 ORTHO HEIGHT -  1295.5   (meters)     4250.    (feet) VERTCON3
 LP0562  ______________________________________________________________________
 LP0562  GEOID HEIGHT    -        -19.132 (meters)                     GEOID18
 LP0562  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 LP0562  HORZ ORDER      -  SECOND
 LP0562
 LP0562.The horizontal coordinates were established by classical geodetic methods
 LP0562.and adjusted by the National Geodetic Survey in November 1997.
 LP0562
 LP0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0562
 LP0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0562.GEOID18 height accuracy estimate available here.
 LP0562
 LP0562.Click photographs - Photos may exist for this station.
 LP0562
 LP0562.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0562
 LP0562. The following values were computed from the NAD 83(1994) position.
 LP0562
 LP0562;                    North         East     Units Scale Factor Converg.
 LP0562;SPC UT C     - 2,200,835.302   329,680.349   MT  0.99991162   -1 16 48.7
 LP0562;SPC UT C     - 7,220,573.82  1,081,626.28   sFT  0.99991162   -1 16 48.7
 LP0562;UTM  12      - 4,444,646.574   287,105.899   MT  1.00015798   -1 36 38.9
 LP0562
 LP0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0562!SPC UT C     -   0.99979981  x   0.99991162  =   0.99971145
 LP0562!UTM  12      -   0.99979981  x   1.00015798  =   0.99995776
 LP0562
 LP0562:                Primary Azimuth Mark                     Grid Az
 LP0562:SPC UT C     -  PHOTO 12 AZ MK                           250 55 11.4
 LP0562:UTM  12      -  PHOTO 12 AZ MK                           251 15 01.6
 LP0562
 LP0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK8710544646(NAD 83)
 LP0562
 LP0562|---------------------------------------------------------------------|
 LP0562| PID    Reference Object                     Distance      Geod. Az  |
 LP0562|                                                           dddmmss.s |
 LP0562| CM5727 PHOTO 12 RM 1                         8.263 METERS 07538     |
 LP0562| LP0560 DOEPPLER                            219.221 METERS 22618     |
 LP0562| CM5726 PHOTO 12 AZ MK                                     2493822.7 |
 LP0562| CM5728 PHOTO 12 RM 2                        12.736 METERS 25303     |
 LP0562|---------------------------------------------------------------------|
 LP0562
 LP0562                          SUPERSEDED SURVEY CONTROL
 LP0562
 LP0562  NAD 83(1986)-  40 07 30.73295(N)    113 29 54.64492(W) AD(       ) 2
 LP0562  NAD 27      -  40 07 30.95352(N)    113 29 51.69143(W) AD(       ) 2
 LP0562  NGVD 29 (07/19/86) 1294.5    (m)         4247.     (f) VERT ANG       
 LP0562
 LP0562.Superseded values are not recommended for survey control.
 LP0562
 LP0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0562.See file dsdata.pdf to determine how the superseded data were derived.
 LP0562
 LP0562_MARKER: DS = TRIANGULATION STATION DISK
 LP0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0562_STAMPING: PHOTO 12 1965
 LP0562_MARK LOGO: CGS
 LP0562_PROJECTION: FLUSH
 LP0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0562+STABILITY: SURFACE MOTION
 LP0562
 LP0562  HISTORY     - Date     Condition        Report By
 LP0562  HISTORY     - 1965     MONUMENTED       CGS
 LP0562  HISTORY     - 1984     GOOD             DMA
 LP0562  HISTORY     - 20150316 POOR             INDIV
 LP0562
 LP0562                          STATION DESCRIPTION
 LP0562
 LP0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0562'THE STATION IS LOCATED ON A FILLED AREA ALONG THE NORTH SIDE
 LP0562'OF THE CAUSEWAY ROAD.  IT IS 19 MILES NORTHEAST OF CALLAO AND
 LP0562'18 MILES EAST OF GOLD HILL.
 LP0562'
 LP0562'A TRAVERSE CONNECTION WAS MADE TO STATION DOEPPLER THE DISTANCE
 LP0562'IS, 219.2195 METERS OR 717.222 FEET.
 LP0562'
 LP0562'THE STATION MARK IS A STANDARD TRIANGULATION DISK STAMPED
 LP0562'PHOTO 12 1965.  IT IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 LP0562'WHICH IS FLUSH WITH THE GROUND.  IT IS 43 FEET EAST OF THE
 LP0562'WITNESS POST AND 20 FEET EAST OF THE CENTER OF THE ROAD.
 LP0562'
 LP0562'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PHOTO 12 NO 1 1965.
 LP0562'IT IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 LP0562'12 INCHES.  IT IS 70 FEET EAST OF THE WITNESS POST AND 47 FEET
 LP0562'EAST OF THE ROAD.
 LP0562'
 LP0562'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PHOTO 12 NO 2 1965.
 LP0562'IT IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 LP0562'8 INCHES.  IT IS 3.7 FEET NORTHEAST OF THE WITNESS POST AND
 LP0562'17 FEET WEST OF THE CENTER OF THE ROAD.
 LP0562'
 LP0562'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PHOTO 12 1965.
 LP0562'IT IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 LP0562'10 INCHES.  IT IS 14 FEET SOUTH OF THE CENTER OF THE ROAD AND
 LP0562'3.8 FEET EAST OF THE WITNESS POST.
 LP0562'
 LP0562'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LP0562
 LP0562                          STATION RECOVERY (1984)
 LP0562
 LP0562'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984 (BB)
 LP0562'PHOTO 12 1965 FOUND GOOD.
 LP0562'
 LP0562'PHOTO 12 1965 FOUND GOOD (AZIMUTH MARK).
 LP0562'
 LP0562'PHOTO 12 NO 1 1965 FOUND GOOD.
 LP0562'
 LP0562'PHOTO 12 NO 2 1965 FOUND GOOD.
 LP0562
 LP0562                          STATION RECOVERY (2015)
 LP0562
 LP0562'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (TS)
 LP0562'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0546 ***********************************************************************
 LP0546  DESIGNATION -  PHOTO 13
 LP0546  PID         -  LP0546
 LP0546  STATE/COUNTY-  UT/TOOELE
 LP0546  COUNTRY     -  US
 LP0546  USGS QUAD   -  DUGWAY PROVING GROUND NW (2017)
 LP0546
 LP0546                         *CURRENT SURVEY CONTROL
 LP0546  ______________________________________________________________________
 LP0546* NAD 83(1994) POSITION- 40 09 42.31232(N) 113 14 44.79404(W)   ADJUSTED
 LP0546* NAVD 88 ORTHO HEIGHT -  1311.5   (meters)     4303.    (feet) VERTCON3
 LP0546  ______________________________________________________________________
 LP0546  GEOID HEIGHT    -        -18.837 (meters)                     GEOID18
 LP0546  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 LP0546  HORZ ORDER      -  SECOND
 LP0546
 LP0546.The horizontal coordinates were established by classical geodetic methods
 LP0546.and adjusted by the National Geodetic Survey in November 1997.
 LP0546
 LP0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0546
 LP0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0546.GEOID18 height accuracy estimate available here.
 LP0546
 LP0546.Click photographs - Photos may exist for this station.
 LP0546
 LP0546.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0546
 LP0546. The following values were computed from the NAD 83(1994) position.
 LP0546
 LP0546;                    North         East     Units Scale Factor Converg.
 LP0546;SPC UT C     - 2,204,441.439   351,295.876   MT  0.99991505   -1 07 05.9
 LP0546;SPC UT C     - 7,232,404.95  1,152,543.22   sFT  0.99991505   -1 07 05.9
 LP0546;UTM  12      - 4,448,128.596   308,745.982   MT  1.00005030   -1 26 55.8
 LP0546
 LP0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0546!SPC UT C     -   0.99979725  x   0.99991505  =   0.99971231
 LP0546!UTM  12      -   0.99979725  x   1.00005030  =   0.99984754
 LP0546
 LP0546:                Primary Azimuth Mark                     Grid Az
 LP0546:SPC UT C     -  PHOTO 13 AZ MK                           049 54 04.6
 LP0546:UTM  12      -  PHOTO 13 AZ MK                           050 13 54.5
 LP0546
 LP0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK0874548128(NAD 83)
 LP0546
 LP0546|---------------------------------------------------------------------|
 LP0546| PID    Reference Object                     Distance      Geod. Az  |
 LP0546|                                                           dddmmss.s |
 LP0546| CM5729 PHOTO 13 AZ MK                                     0484658.7 |
 LP0546| CM5731 PHOTO 13 RM 2                        22.901 METERS 28205     |
 LP0546| CM5730 PHOTO 13 RM 1                        24.608 METERS 28250     |
 LP0546|---------------------------------------------------------------------|
 LP0546
 LP0546                          SUPERSEDED SURVEY CONTROL
 LP0546
 LP0546  NAD 83(1986)-  40 09 42.30393(N)    113 14 44.78138(W) AD(       ) 2
 LP0546  NAD 27      -  40 09 42.52109(N)    113 14 41.85126(W) AD(       ) 2
 LP0546  NGVD 29 (07/19/86) 1310.5    (m)         4300.     (f) VERT ANG       
 LP0546
 LP0546.Superseded values are not recommended for survey control.
 LP0546
 LP0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0546.See file dsdata.pdf to determine how the superseded data were derived.
 LP0546
 LP0546_MARKER: DS = TRIANGULATION STATION DISK
 LP0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0546_STAMPING: PHOTO 13 1965
 LP0546_MARK LOGO: CGS
 LP0546_PROJECTION: FLUSH
 LP0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0546+STABILITY: SURFACE MOTION
 LP0546
 LP0546  HISTORY     - Date     Condition        Report By
 LP0546  HISTORY     - 1965     MONUMENTED       CGS
 LP0546
 LP0546                          STATION DESCRIPTION
 LP0546
 LP0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0546'THE STATION IS LOCATED ON THE DUGWAY PROVING GROUNDS, ABOUT 17
 LP0546'MILES WEST-SOUTHWEST OF DOG AREA AND 11 MILES WEST-SOUTHWEST OF
 LP0546'BAKER AREA AT THE JUNCTION OF STARK AND ZULU ROADS.
 LP0546'
 LP0546'TO REACH FROM DOG AREA, GO WEST ON SURFACED ROAD FOR 1.8
 LP0546'MILE TO GUARD GATE AND ROAD FORK, TAKE LEFT FORK (STARK ROAD)
 LP0546'AND GO WEST AND NORTH FOR 16.2 MILES TO THE JUNCTION OF STARK
 LP0546'AND ZULU ROAD AND STATION.
 LP0546'
 LP0546'STATION MARK, A STANDARD DISK STAMPED PHOTO 13 1965, IS SET IN
 LP0546'THE TOP OF A ROUND CONCRETE POST WHICH FLUSH WITH THE SURFACE
 LP0546'OF THE GROUND.  THE MARK IS 89 FEET NORTHWEST OF THE INTERSECTION
 LP0546'OF STARK AND ZULU ROADS, 80 FEET NORTHEAST OF THE CENTER OF STARK
 LP0546'ROAD, 64 FEET WEST-NORTHWEST OF THE CENTER OF ZULU ROAD AND 4.0
 LP0546'FEET WEST-NORTHWEST OF WITNESS POST.
 LP0546'
 LP0546'REFERENCE MARK 1, A STANDARD DISK STAMPED PHOTO 13 NO 1 1965,
 LP0546'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4
 LP0546'INCHES.  THE MARK IS 161 FEET NORTHEAST OF CENTER OF STARK
 LP0546'ROAD, 95 FEET WEST-NORTHWEST OF THE CENTER OF ZULU ROAD AND
 LP0546'82.0 FEET NORTH OF WITNESS POST.
 LP0546'
 LP0546'REFERENCE MARK 2, A STANDARD DISK STAMPED PHOTO 13 NO 2 1965,
 LP0546'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1
 LP0546'INCH.  THE MARK IS 165 FEET NORTHWEST OF THE INTERSECTION OF
 LP0546'STARK AND ZULU ROADS, 78.5 FEET WEST OF WITNESS POST AND 58
 LP0546'FEET NORTHEAST OF CENTER OF STARK ROAD.
 LP0546'
 LP0546'AZIMUTH MARK, A STANDARD DISK STAMPED PHOTO 13 1965, IS SET IN THE
 LP0546'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  THE MARK
 LP0546'IS 72 FEET NORTHWEST OF ZULU ROAD AND 2.7 SOUTHWEST OF WITNESS
 LP0546'POST.
 LP0546'
 LP0546'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON
 LP0546'ZULU ROAD FOR 0.3 MILE TO MARK ON LEFT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0548 ***********************************************************************
 LP0548  DESIGNATION -  PHOTO 14
 LP0548  PID         -  LP0548
 LP0548  STATE/COUNTY-  UT/TOOELE
 LP0548  COUNTRY     -  US
 LP0548  USGS QUAD   -  DUGWAY PROVING GROUND NW (2017)
 LP0548
 LP0548                         *CURRENT SURVEY CONTROL
 LP0548  ______________________________________________________________________
 LP0548* NAD 83(1994) POSITION- 40 12 07.25602(N) 113 09 19.16232(W)   ADJUSTED
 LP0548* NAVD 88 ORTHO HEIGHT -  1310.4   (meters)     4299.    (feet) VERTCON3
 LP0548  ______________________________________________________________________
 LP0548  GEOID HEIGHT    -        -18.747 (meters)                     GEOID18
 LP0548  LAPLACE CORR    -          1.46  (seconds)                    DEFLEC18
 LP0548  HORZ ORDER      -  FIRST
 LP0548
 LP0548.The horizontal coordinates were established by classical geodetic methods
 LP0548.and adjusted by the National Geodetic Survey in November 1997.
 LP0548
 LP0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0548
 LP0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0548.GEOID18 height accuracy estimate available here.
 LP0548
 LP0548.Click photographs - Photos may exist for this station.
 LP0548
 LP0548.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0548
 LP0548. The following values were computed from the NAD 83(1994) position.
 LP0548
 LP0548;                    North         East     Units Scale Factor Converg.
 LP0548;SPC UT C     - 2,208,764.449   359,082.450   MT  0.99991929   -1 03 37.3
 LP0548;SPC UT C     - 7,246,588.03  1,178,089.67   sFT  0.99991929   -1 03 37.3
 LP0548;UTM  12      - 4,452,407.056   316,558.291   MT  1.00001426   -1 23 29.8
 LP0548
 LP0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0548!SPC UT C     -   0.99979741  x   0.99991929  =   0.99971672
 LP0548!UTM  12      -   0.99979741  x   1.00001426  =   0.99981167
 LP0548
 LP0548:                Primary Azimuth Mark                     Grid Az
 LP0548:SPC UT C     -  PHOTO 14 AZ MK                           124 09 40.1
 LP0548:UTM  12      -  PHOTO 14 AZ MK                           124 29 32.6
 LP0548
 LP0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK1655852407(NAD 83)
 LP0548
 LP0548|---------------------------------------------------------------------|
 LP0548| PID    Reference Object                     Distance      Geod. Az  |
 LP0548|                                                           dddmmss.s |
 LP0548| CM5732 PHOTO 14 AZ MK                                     1230602.8 |
 LP0548| CM5733 PHOTO 14 RM 1                        13.505 METERS 23438     |
 LP0548| CM5734 PHOTO 14 RM 2                        13.016 METERS 31149     |
 LP0548|---------------------------------------------------------------------|
 LP0548
 LP0548                          SUPERSEDED SURVEY CONTROL
 LP0548
 LP0548  NAD 83(1986)-  40 12 07.24824(N)    113 09 19.14951(W) AD(       ) 1
 LP0548  NAD 27      -  40 12 07.46608(N)    113 09 16.22803(W) AD(       ) 1
 LP0548  NGVD 29 (07/19/86) 1309.4    (m)         4296.     (f) VERT ANG       
 LP0548
 LP0548.Superseded values are not recommended for survey control.
 LP0548
 LP0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0548.See file dsdata.pdf to determine how the superseded data were derived.
 LP0548
 LP0548_MARKER: DS = TRIANGULATION STATION DISK
 LP0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0548_STAMPING: PHOTO-14 1965
 LP0548_MARK LOGO: CGS
 LP0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0548+STABILITY: SURFACE MOTION
 LP0548
 LP0548  HISTORY     - Date     Condition        Report By
 LP0548  HISTORY     - 1965     MONUMENTED       CGS
 LP0548  HISTORY     - 1984     GOOD             DMA
 LP0548
 LP0548                          STATION DESCRIPTION
 LP0548
 LP0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0548'THE STATION IS LOCATED ON THE DUGWAY PROVING GROUNDS AREA.  IT
 LP0548'IS 11-3/4 MILES WEST OF THE DITTO TECHNICAL CENTER, 8 MILES
 LP0548'NORTHEAST OF GRANITE PEAK AND 5-3/4 MILES WEST-NORTHWEST OF THE
 LP0548'BAKER AREA.
 LP0548'
 LP0548'TO REACH THE STATION FROM THE DITTO TECHNICAL CENTER AT DUGWAY,
 LP0548'GO WEST ALONG STARK ROAD FOR 1.8 MILES TO A GUARD GATE AND A
 LP0548'FORK.  TAKE THE RIGHT FORK HORIZONAL ROAD FOR 4.6 MILES TO A
 LP0548'FORK ON THE WEST SIDE OF BAKER AREA.  TAKE THE LEFT FORK AND
 LP0548'CONTINUE ALONG HORIZONAL ROAD FOR 4.6 MILES TO A FORK WITH BURNS
 LP0548'ROAD.  TAKE THE RIGHT FORK AND CONTINUE ALONG HORIZONAL ROAD
 LP0548'FOR 1.6 MILES TO X-RAY ROAD AND THE STATION.
 LP0548'
 LP0548'THE STATION MARK IS A STANDARD DISK STAMPED PHOTO 14 1965.  IT
 LP0548'IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH
 LP0548'PROJECTS 4 INCHES.  IT IS 65 FEET WEST OF HORIZONAL ROAD, 33
 LP0548'FEET NORTH OF X-RAY ROAD AND 7 FEET NORTH OF THE WITNESS POST.
 LP0548'
 LP0548'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PHOTO 14 NO 1 1965.
 LP0548'IT IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH
 LP0548'PROJECTS 3 INCHES.  IT IS 75 FEET NORTH OF X-RAY ROAD AND 35
 LP0548'FEET WEST OF HORIZONAL ROAD.
 LP0548'
 LP0548'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PHOTO 14 NO 2 1965.
 LP0548'IT IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH
 LP0548'PROJECTS 2 INCHES.
 LP0548'
 LP0548'THE AZIMUTH MARK IS STANDARD DISK STAMPED PHOTO 14 1965.
 LP0548'IT IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH
 LP0548'IS FLUSH WITH THE GROUND.  IT IS 58 FEET NORTH OF HORIZONAL
 LP0548'ROAD AND 3 FEET SOUTH OF A POWER POLE.  IT IS 0.4 MILE EAST OF THE
 LP0548'STATION.
 LP0548'
 LP0548'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 LP0548
 LP0548                          STATION RECOVERY (1984)
 LP0548
 LP0548'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984 (B)
 LP0548'PHOTO 14 1966 RECOVERED GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0526 ***********************************************************************
 LP0526  DESIGNATION -  PHOTO 15
 LP0526  PID         -  LP0526
 LP0526  STATE/COUNTY-  UT/TOOELE
 LP0526  COUNTRY     -  US
 LP0526  USGS QUAD   -  DUGWAY PROVING GROUND NE (2017)
 LP0526
 LP0526                         *CURRENT SURVEY CONTROL
 LP0526  ______________________________________________________________________
 LP0526* NAD 83(1994) POSITION- 40 09 40.07547(N) 113 06 04.74172(W)   ADJUSTED
 LP0526* NAVD 88 ORTHO HEIGHT -  1316.7   (meters)     4320.    (feet) VERTCON3
 LP0526  ______________________________________________________________________
 LP0526  GEOID HEIGHT    -        -18.755 (meters)                     GEOID18
 LP0526  LAPLACE CORR    -          1.93  (seconds)                    DEFLEC18
 LP0526  HORZ ORDER      -  FIRST
 LP0526
 LP0526.The horizontal coordinates were established by classical geodetic methods
 LP0526.and adjusted by the National Geodetic Survey in November 1997.
 LP0526
 LP0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0526
 LP0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0526.GEOID18 height accuracy estimate available here.
 LP0526
 LP0526.Click photographs - Photos may exist for this station.
 LP0526
 LP0526.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0526
 LP0526. The following values were computed from the NAD 83(1994) position.
 LP0526
 LP0526;                    North         East     Units Scale Factor Converg.
 LP0526;SPC UT C     - 2,204,142.230   363,598.193   MT  0.99991498   -1 01 32.8
 LP0526;SPC UT C     - 7,231,423.30  1,192,905.07   sFT  0.99991498   -1 01 32.8
 LP0526;UTM  12      - 4,447,758.458   321,047.686   MT  0.99999423   -1 21 20.1
 LP0526
 LP0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0526!SPC UT C     -   0.99979642  x   0.99991498  =   0.99971142
 LP0526!UTM  12      -   0.99979642  x   0.99999423  =   0.99979065
 LP0526
 LP0526:                Primary Azimuth Mark                     Grid Az
 LP0526:SPC UT C     -  PHOTO 15 AZ MK                           050 29 12.9
 LP0526:UTM  12      -  PHOTO 15 AZ MK                           050 49 00.2
 LP0526
 LP0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK2104747758(NAD 83)
 LP0526
 LP0526|---------------------------------------------------------------------|
 LP0526| PID    Reference Object                     Distance      Geod. Az  |
 LP0526|                                                           dddmmss.s |
 LP0526| CM5735 PHOTO 15 AZ MK                                     0492740.1 |
 LP0526| CM5736 PHOTO 15 RM 1                        16.942 METERS 05946     |
 LP0526| CM5737 PHOTO 15 RM 2                        14.830 METERS 32734     |
 LP0526|---------------------------------------------------------------------|
 LP0526
 LP0526                          SUPERSEDED SURVEY CONTROL
 LP0526
 LP0526  NAD 83(1986)-  40 09 40.06777(N)    113 06 04.72852(W) AD(       ) 1
 LP0526  NAD 27      -  40 09 40.28265(N)    113 06 01.81367(W) AD(       ) 1
 LP0526  NGVD 29 (07/19/86) 1315.7    (m)         4317.     (f) VERT ANG       
 LP0526
 LP0526.Superseded values are not recommended for survey control.
 LP0526
 LP0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0526.See file dsdata.pdf to determine how the superseded data were derived.
 LP0526
 LP0526_MARKER: DS = TRIANGULATION STATION DISK
 LP0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0526_STAMPING: PHOTO 15 1965
 LP0526_MARK LOGO: CGS
 LP0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0526+STABILITY: SURFACE MOTION
 LP0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0526+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2014
 LP0526
 LP0526  HISTORY     - Date     Condition        Report By
 LP0526  HISTORY     - 1965     MONUMENTED       CGS
 LP0526  HISTORY     - 20140603 GOOD             INDIV
 LP0526
 LP0526                          STATION DESCRIPTION
 LP0526
 LP0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0526'THE STATION IS LOCATED ALONG PAPA ROAD IN THE DUGWAY PROVING
 LP0526'GROUND AREA.  IT IS 38 MILES AIRLINE EAST OF GOLD HILL, 9 MILES
 LP0526'WEST-SOUTHWEST OF THE DITTO TECHNICAL CENTER AND 9 MILES
 LP0526'EAST-NORTHEAST OF GRANITE MOUNTAIN.
 LP0526'
 LP0526'TO REACH THE STATION FROM THE DITTO TECHNICAL CENTER GO WEST FOR
 LP0526'1.8 MILES TO A GUARD GATE AND A FORK.  TAKE THE LEFT FORK AND
 LP0526'GO WEST AND SOUTHWEST ALONG STARK ROAD FOR 6.4 MILES TO EAST
 LP0526'DOWNWIND ROAD.  TURN RIGHT AND GO NORTH FOR 2.35 MILES TO A
 LP0526'CROSSROAD.  TURN LEFT AND GO WEST ON PAPA ROAD FOR 0.95 MILE TO
 LP0526'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WESTERLY FOR 0.25
 LP0526'MILE TO THE STATION ON THE RIGHT.
 LP0526'
 LP0526'THE STATION MARK IS A STANDARD DISK STAMPED PHOTO 15 1965.
 LP0526'IT IS SET IN THE TOP OF A 14 INCH ROUND CONCRETE MONUMENT
 LP0526'WHICH PROJECTS 1 INCH.  IT IS 32-1/2 FEET NORTH OF THE CENTER
 LP0526'LINE OF PAPA ROAD.
 LP0526'
 LP0526'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PHOTO 15 NO 1
 LP0526'1965.  IT IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 LP0526'WHICH PROJECTS 3 INCHES.  IT IS 22 FEET NORTH OF THE CENTER
 LP0526'LINE OF PAPA ROAD.
 LP0526'
 LP0526'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PHOTO 15 NO 2 1965.
 LP0526'IT IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 LP0526'1 INCH.  IT IS 80 FEET NORTH OF THE CENTER LINE OF PAPA ROAD.
 LP0526'
 LP0526'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PHOTO 15 1965.
 LP0526'IT IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 LP0526'4 INCHES.  IT IS 31 FEET NORTH OF THE CENTER LINE OF PAPA
 LP0526'ROAD.
 LP0526'
 LP0526'HEIGHT OF LIGHT ABOVE STATION MARK 2.9 METERS.
 LP0526
 LP0526                          STATION RECOVERY (2014)
 LP0526
 LP0526'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (TS)
 LP0526'RECOVERED AS DESCRIBED IN GOOD CONDIITON
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0533 ***********************************************************************
 LP0533  DESIGNATION -  PHOTO 2
 LP0533  PID         -  LP0533
 LP0533  STATE/COUNTY-  UT/TOOELE
 LP0533  COUNTRY     -  US
 LP0533  USGS QUAD   -  DUGWAY PROVING GROUND SE (2017)
 LP0533
 LP0533                         *CURRENT SURVEY CONTROL
 LP0533  ______________________________________________________________________
 LP0533* NAD 83(1994) POSITION- 40 02 23.55204(N) 113 07 14.25879(W)   ADJUSTED
 LP0533* NAVD 88 ORTHO HEIGHT -  1318.9   (meters)     4327.    (feet) VERTCON3
 LP0533  ______________________________________________________________________
 LP0533  GEOID HEIGHT    -        -18.901 (meters)                     GEOID18
 LP0533  LAPLACE CORR    -          1.90  (seconds)                    DEFLEC18
 LP0533  HORZ ORDER      -  FIRST
 LP0533
 LP0533.The horizontal coordinates were established by classical geodetic methods
 LP0533.and adjusted by the National Geodetic Survey in November 1997.
 LP0533
 LP0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0533
 LP0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0533.GEOID18 height accuracy estimate available here.
 LP0533
 LP0533.Click photographs - Photos may exist for this station.
 LP0533
 LP0533.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0533
 LP0533. The following values were computed from the NAD 83(1994) position.
 LP0533
 LP0533;                    North         East     Units Scale Factor Converg.
 LP0533;SPC UT C     - 2,190,711.375   361,709.585   MT  0.99990520   -1 02 17.3
 LP0533;SPC UT C     - 7,187,358.90  1,186,708.86   sFT  0.99990520   -1 02 17.3
 LP0533;UTM  12      - 4,434,337.447   319,082.012   MT  1.00000295   -1 21 52.6
 LP0533
 LP0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0533!SPC UT C     -   0.99979610  x   0.99990520  =   0.99970132
 LP0533!UTM  12      -   0.99979610  x   1.00000295  =   0.99979905
 LP0533
 LP0533:                Primary Azimuth Mark                     Grid Az
 LP0533:SPC UT C     -  PHOTO 2 AZ MK                            032 17 27.5
 LP0533:UTM  12      -  PHOTO 2 AZ MK                            032 37 02.8
 LP0533
 LP0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK1908234337(NAD 83)
 LP0533
 LP0533|---------------------------------------------------------------------|
 LP0533| PID    Reference Object                     Distance      Geod. Az  |
 LP0533|                                                           dddmmss.s |
 LP0533| CM5740 PHOTO 2 RM 2                         12.656 METERS 01830     |
 LP0533| CM5738 PHOTO 2 AZ MK                                      0311510.2 |
 LP0533| LP0532 DUGWAY MET TOWER                    APPROX. 5.5 KM 0673343.6 |
 LP0533| CM5739 PHOTO 2 RM 1                         10.375 METERS 20003     |
 LP0533| LP0538 DUGWAY ASG 2 MILE TOWER             APPROX. 7.9 KM 3341740.5 |
 LP0533| LP0536 DUGWAY ASG TOWER                    APPROX. 9.5 KM 3531759.7 |
 LP0533|---------------------------------------------------------------------|
 LP0533
 LP0533                          SUPERSEDED SURVEY CONTROL
 LP0533
 LP0533  NAD 83(1986)-  40 02 23.54396(N)    113 07 14.24538(W) AD(       ) 1
 LP0533  NAD 27      -  40 02 23.75110(N)    113 07 11.33475(W) AD(       ) 1
 LP0533  NGVD 29 (07/19/86) 1317.9    (m)         4324.     (f) VERT ANG       
 LP0533
 LP0533.Superseded values are not recommended for survey control.
 LP0533
 LP0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0533.See file dsdata.pdf to determine how the superseded data were derived.
 LP0533
 LP0533_MARKER: DS = TRIANGULATION STATION DISK
 LP0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0533_STAMPING: PHOTO-2 1965
 LP0533_MARK LOGO: CGS
 LP0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0533+STABILITY: SURFACE MOTION
 LP0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0533+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2014
 LP0533
 LP0533  HISTORY     - Date     Condition        Report By
 LP0533  HISTORY     - 1966     MONUMENTED       CGS
 LP0533  HISTORY     - 20140626 GOOD             INDIV
 LP0533
 LP0533                          STATION DESCRIPTION
 LP0533
 LP0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (CAA)
 LP0533'THE STATION IS LOCATED ON THE DUGWAY PROVING GROUNDS, ABOUT 13
 LP0533'MILES SOUTHEAST OF GRANITE PEAK, ABOUT 12 MILES SOUTHWEST OF
 LP0533'DUGWAY (DITTO TECHNICAL CENTER), AND ABOUT 10-1/2 MILES SOUTH OF
 LP0533'DUGWAY (BAKER AREA).
 LP0533'
 LP0533'TO REACH FROM THE DITTO TECHNICAL CENTER, GO WEST ON STARK ROAD
 LP0533'FOR 1.8 MILES TO GUARD BUILDING AND ROAD FORK, CONTINUE
 LP0533'SOUTHWESTERLY ON STARK ROAD FOR 6.7 MILES TO A DIAGONAL CROSSROAD
 LP0533'(LIMA ROAD), TURN LEFT AND GO SOUTH ON LIMA ROAD FOR 5.9 MILES
 LP0533'TO A CROSSROAD, TURN LEFT AND GO EAST ON W. D WIND ROAD FOR 3.4
 LP0533'MILES TO A SIDE ROAD RIGHT (BRAVO ROAD), TURN RIGHT AND GO
 LP0533'SOUTH FOR 0.8 MILES TO AZIMUTH MARK ON RIGHT, CONTINUE FOR
 LP0533'0.4 MILES TO THE STATION ON RIGHT.
 LP0533'
 LP0533'STATION MARK, A STANDARD DISK STAMPED PHOTO-2 1965, IS SET
 LP0533'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
 LP0533'THE MARK IS 57 FEET WEST-NORTHWEST OF CENTER OF GRAVEL ROAD
 LP0533'AND 3.6 FEET WEST OF WITNESS POST.
 LP0533'
 LP0533'REFERENCE MARK 1, A STANDARD DISK STAMPED PHOTO-2 NO 1 1965, IS
 LP0533'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 8 INCHES
 LP0533'AND THE SAME ELEVATION AS THE STATION.  THE MARK IS 35.3 FEET
 LP0533'SOUTH-SOUTHWEST OF THE WITNESS POST AND 49 FEET WEST OF CENTER
 LP0533'OF ROAD.
 LP0533'
 LP0533'REFERENCE MARK 2, A STANDARD DISK STAMPED PHOTO-2 NO 2 1965, IS
 LP0533'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 10 INCHES
 LP0533'AND THE SAME ELEVATION AS THE STATION.
 LP0533'
 LP0533'AZIMUTH MARK, A STANDARD DISK STAMPED PHOTO-2 1965, IS SET IN THE
 LP0533'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 10 INCHES.  THE MARK
 LP0533'IS 54 FEET WEST OF CENTER OF GRAVEL ROAD, 42 FEET EAST OF
 LP0533'CENTER OF BLADED ROAD AND 3.4 FEET NORTH OF WITNESS POST.
 LP0533
 LP0533                          STATION RECOVERY (2014)
 LP0533
 LP0533'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (TS)
 LP0533'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0537 ***********************************************************************
 LP0537  DESIGNATION -  PHOTO 3
 LP0537  PID         -  LP0537
 LP0537  STATE/COUNTY-  UT/TOOELE
 LP0537  COUNTRY     -  US
 LP0537  USGS QUAD   -  DUGWAY PROVING GROUND SW (2017)
 LP0537
 LP0537                         *CURRENT SURVEY CONTROL
 LP0537  ______________________________________________________________________
 LP0537* NAD 83(1994) POSITION- 40 06 11.88246(N) 113 10 02.32455(W)   ADJUSTED
 LP0537* NAVD 88 ORTHO HEIGHT -  1312.6   (meters)     4306.    (feet) VERTCON3
 LP0537  ______________________________________________________________________
 LP0537  GEOID HEIGHT    -        -18.908 (meters)                     GEOID18
 LP0537  LAPLACE CORR    -          1.67  (seconds)                    DEFLEC18
 LP0537  HORZ ORDER      -  FIRST
 LP0537
 LP0537.The horizontal coordinates were established by classical geodetic methods
 LP0537.and adjusted by the National Geodetic Survey in November 1997.
 LP0537
 LP0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0537
 LP0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0537.GEOID18 height accuracy estimate available here.
 LP0537
 LP0537.Click photographs - Photos may exist for this station.
 LP0537
 LP0537.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0537
 LP0537. The following values were computed from the NAD 83(1994) position.
 LP0537
 LP0537;                    North         East     Units Scale Factor Converg.
 LP0537;SPC UT C     - 2,197,825.191   357,857.607   MT  0.99990976   -1 04 05.0
 LP0537;SPC UT C     - 7,210,698.15  1,174,071.17   sFT  0.99990976   -1 04 05.0
 LP0537;UTM  12      - 4,441,473.905   315,270.358   MT  1.00002011   -1 23 47.4
 LP0537
 LP0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0537!SPC UT C     -   0.99979709  x   0.99990976  =   0.99970687
 LP0537!UTM  12      -   0.99979709  x   1.00002011  =   0.99981719
 LP0537
 LP0537:                Primary Azimuth Mark                     Grid Az
 LP0537:SPC UT C     -  PHOTO 3 AZ MK                            179 47 43.4
 LP0537:UTM  12      -  PHOTO 3 AZ MK                            180 07 25.8
 LP0537
 LP0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK1527041473(NAD 83)
 LP0537
 LP0537|---------------------------------------------------------------------|
 LP0537| PID    Reference Object                     Distance      Geod. Az  |
 LP0537|                                                           dddmmss.s |
 LP0537| LP0536 DUGWAY ASG TOWER                    APPROX. 3.7 KM 0501657.6 |
 LP0537| LP0535 DUGWAY ASG 1/2 MILE TOWER           APPROX. 3.0 KM 0514053.5 |
 LP0537| LP0538 DUGWAY ASG 2 MILE TOWER             APPROX. 0.6 KM 0832126.0 |
 LP0537| LP0468 DUGWAY ROCKET TOWER                 APPROX.15.5 KM 0884649.0 |
 LP0537| CM5742 PHOTO 3 RM 1                         14.021 METERS 09036     |
 LP0537| CM5743 PHOTO 3 RM 2                         13.006 METERS 17223     |
 LP0537| CM5741 PHOTO 3 AZ MK                                      1784338.4 |
 LP0537| LP0540 DUGWAY ASG 6 MILE TOWER             APPROX. 6.0 KM 2213345.4 |
 LP0537|---------------------------------------------------------------------|
 LP0537
 LP0537                          SUPERSEDED SURVEY CONTROL
 LP0537
 LP0537  NAD 83(1986)-  40 06 11.87436(N)    113 10 02.31162(W) AD(       ) 1
 LP0537  NAD 27      -  40 06 12.08670(N)    113 09 59.39546(W) AD(       ) 1
 LP0537  NGVD 29 (07/19/86) 1311.6    (m)         4303.     (f) VERT ANG       
 LP0537
 LP0537.Superseded values are not recommended for survey control.
 LP0537
 LP0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0537.See file dsdata.pdf to determine how the superseded data were derived.
 LP0537
 LP0537_MARKER: DS = TRIANGULATION STATION DISK
 LP0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0537_STAMPING: PHOTO 2 1965
 LP0537_MARK LOGO: CGS
 LP0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0537+STABILITY: SURFACE MOTION
 LP0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0537+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2014
 LP0537
 LP0537  HISTORY     - Date     Condition        Report By
 LP0537  HISTORY     - 1966     MONUMENTED       CGS
 LP0537  HISTORY     - 20140603 GOOD             INDIV
 LP0537
 LP0537                          STATION DESCRIPTION
 LP0537
 LP0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (CAA)
 LP0537'STATION IS LOCATED ON THE DUGWAY PROVING GROUNDS AND IS ABOUT
 LP0537'13-1/2 MILES SOUTHWEST OF THE DITTO TECHNICAL CENTER, 9
 LP0537'MILES SOUTHWEST OF BAKER AREA AND 6 MILES EAST-SOUTHEAST
 LP0537'OF GRANITE PEAK.
 LP0537'
 LP0537'TO REACH FROM THE DITTO TECHNICAL CENTER, GO WEST ON PAVED
 LP0537'ROAD FOR 1.8 MILES TO A ROAD FORK AND GUARD HOUSE.  TAKE THE
 LP0537'LEFT FORK AND GO WESTERLY ON STARK ROAD FOR 6.6 MILES TO A
 LP0537'DIAGONAL CROSSROAD.  TURN LEFT AND GO SOUTHWEST ON LIMA ROAD
 LP0537'FOR 5.9 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTHWEST
 LP0537'ON W DOWNWIND ROAD FOR 0.05 MILE TO A CROSSROAD.  TURN RIGHT
 LP0537'AND GO EAST-NORTHEAST ON A GRAVELED ROAD FOR 0.1 MILE TO A
 LP0537'FORK.  TAKE THE LEFT FORK AND GO NORTHERLY ON A GRAVEL ROAD
 LP0537'FOR 0.85 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 LP0537'NORTHERLY ON THE ROAD FOR 0.7 MILE TO A T-ROAD INTERSECTION
 LP0537'AND THE STATION IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 LP0537'
 LP0537'STATION MARK IS A STANDARD DISK, STAMPED PHOTO 3 1965, SET
 LP0537'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT
 LP0537'5 INCHES.  IT IS 60 FEET SOUTHWEST OF THE CENTER OF THE
 LP0537'INTERSECTION, 43 FEET NORTHWEST OF AN 8-INCH WOODEN POST, 29
 LP0537'FEET SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 23 FEET WEST
 LP0537'OF THE CENTER OF A GRAVEL ROAD AND 2.3 FEET NORTH-NORTHWEST
 LP0537'OF A WITNESS POST.
 LP0537'
 LP0537'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PHOTO 3 NO 1
 LP0537'1965, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 LP0537'PROJECTS ABOUT 5 INCHES.  IT IS 60 FEET SOUTH-SOUTHEAST OF
 LP0537'THE CENTER OF THE INTERSECTION, 42 FEET EAST-SOUTHEAST OF THE
 LP0537'WITNESS POST, 23 FEET EAST OF THE CENTER OF A GRAVEL ROAD
 LP0537'AND 19 FEET NORTH-NORTHEAST OF THE WOODEN POST.
 LP0537'
 LP0537'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PHOTO 3 NO 2
 LP0537'1965, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 LP0537'ABOUT 4 INCHES.  IT IS 41 FEET SOUTHWEST OF THE WOODEN POST,
 LP0537'36.5 FEET SOUTH OF THE WITNESS POST AND 18 FEET WEST OF THE
 LP0537'CENTER OF A GRAVEL ROAD.
 LP0537'
 LP0537'AZIMUTH MARK IS A STANDARD DISK, STAMPED PHOTO 3 1965, SET
 LP0537'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT
 LP0537'5 INCHES.  IT IS 22 FEET EAST OF THE CENTER OF A GRAVEL ROAD
 LP0537'AND 3.3 FEET NORTH OF A WITNESS POST.
 LP0537'
 LP0537'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LP0537
 LP0537                          STATION RECOVERY (2014)
 LP0537
 LP0537'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (TS)
 LP0537'RECOVERED AS DESCRIBED IN GOOD CONDIITON
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0544 ***********************************************************************
 LP0544  DESIGNATION -  PHOTO 4
 LP0544  PID         -  LP0544
 LP0544  STATE/COUNTY-  UT/TOOELE
 LP0544  COUNTRY     -  US
 LP0544  USGS QUAD   -  DUGWAY PROVING GROUND NW (2017)
 LP0544
 LP0544                         *CURRENT SURVEY CONTROL
 LP0544  ______________________________________________________________________
 LP0544* NAD 83(1994) POSITION- 40 11 45.40731(N) 113 13 24.01671(W)   ADJUSTED
 LP0544* NAVD 88 ORTHO HEIGHT -  1308.5   (meters)     4293.    (feet) VERTCON3
 LP0544  ______________________________________________________________________
 LP0544  GEOID HEIGHT    -        -18.795 (meters)                     GEOID18
 LP0544  LAPLACE CORR    -          1.05  (seconds)                    DEFLEC18
 LP0544  HORZ ORDER      -  SECOND
 LP0544
 LP0544.The horizontal coordinates were established by classical geodetic methods
 LP0544.and adjusted by the National Geodetic Survey in November 1997.
 LP0544
 LP0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0544
 LP0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0544.GEOID18 height accuracy estimate available here.
 LP0544
 LP0544.Click photographs - Photos may exist for this station.
 LP0544
 LP0544.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0544
 LP0544. The following values were computed from the NAD 83(1994) position.
 LP0544
 LP0544;                    North         East     Units Scale Factor Converg.
 LP0544;SPC UT C     - 2,208,200.085   353,280.047   MT  0.99991862   -1 06 14.2
 LP0544;SPC UT C     - 7,244,736.45  1,159,052.95   sFT  0.99991862   -1 06 14.2
 LP0544;UTM  12      - 4,451,876.199   310,752.092   MT  1.00004090   -1 26 07.4
 LP0544
 LP0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0544!SPC UT C     -   0.99979771  x   0.99991862  =   0.99971635
 LP0544!UTM  12      -   0.99979771  x   1.00004090  =   0.99983861
 LP0544
 LP0544:                Primary Azimuth Mark                     Grid Az
 LP0544:SPC UT C     -  PHOTO 4 AZ MK                            139 40 43.0
 LP0544:UTM  12      -  PHOTO 4 AZ MK                            140 00 36.2
 LP0544
 LP0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK1075251876(NAD 83)
 LP0544
 LP0544|---------------------------------------------------------------------|
 LP0544| PID    Reference Object                     Distance      Geod. Az  |
 LP0544|                                                           dddmmss.s |
 LP0544| CM5744 PHOTO 4 AZ MK                                      1383428.8 |
 LP0544| CM5745 PHOTO 4 RM 1                         11.590 METERS 23457     |
 LP0544| CM5746 PHOTO 4 RM 2                         11.380 METERS 32113     |
 LP0544|---------------------------------------------------------------------|
 LP0544
 LP0544                          SUPERSEDED SURVEY CONTROL
 LP0544
 LP0544  NAD 83(1986)-  40 11 45.39914(N)    113 13 24.00418(W) AD(       ) 2
 LP0544  NAD 27      -  40 11 45.61759(N)    113 13 21.07561(W) AD(       ) 2
 LP0544  NGVD 29 (07/19/86) 1307.5    (m)         4290.     (f) VERT ANG       
 LP0544
 LP0544.Superseded values are not recommended for survey control.
 LP0544
 LP0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0544.See file dsdata.pdf to determine how the superseded data were derived.
 LP0544
 LP0544_MARKER: DS = TRIANGULATION STATION DISK
 LP0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0544_STAMPING: PHOTO-4 1965
 LP0544_MARK LOGO: CGS
 LP0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0544+STABILITY: SURFACE MOTION
 LP0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0544+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2014
 LP0544
 LP0544  HISTORY     - Date     Condition        Report By
 LP0544  HISTORY     - 1965     MONUMENTED       CGS
 LP0544  HISTORY     - 20140603 GOOD             INDIV
 LP0544
 LP0544                          STATION DESCRIPTION
 LP0544
 LP0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0544'STATION IS LOCATED ON THE DUGWAY PROVING GROUNDS AND IS ABOUT
 LP0544'9-1/4 MILES WEST OF DUGWAY (BAKER AREA), 5-1/2 MILES NORTHEAST
 LP0544'OF GRANITE PEAK AND IS ON THE WEST SIDE OF A TRACK ROAD.
 LP0544'
 LP0544'TO REACH THE STATION FROM DUGWAY (DITTO TECHNICAL CENTER), GO
 LP0544'WEST ON STARK ROAD FOR 1.8 MILES TO A GUARD BUILDING ON THE
 LP0544'RIGHT AND ROAD FORK.  TAKE THE RIGHT FORK AND CONTINUE WEST ON
 LP0544'BURNS ROAD FOR 4.6 MILES TO A PAVED SIDE ROAD LEFT WHICH IS ON
 LP0544'THE WEST SIDE OF THE BUILDING AT BAKER AREA.  TURN LEFT AND GO
 LP0544'WESTERLY ON BURNS ROAD FOR 4.5 MILES TO A FORK AND SIGN BURNS
 LP0544'RD. HORIZONTAL RD.  TAKE THE LEFT FORK AND CONTINUE WEST ON
 LP0544'BURNS ROAD FOR 3.4 MILES TO A CROSSROAD (EXRAY ROAD).
 LP0544'CONTINUE WEST ON BURNS ROAD FOR 0.8 MILE TO A SIDE ROAD RIGHT.
 LP0544'TURN RIGHT AND GO NORTH ON A BLADED ROAD FOR 0.5 MILE TO FIVE
 LP0544'FORKS.  TAKE THE SECOND ROAD FROM THE LEFT AND GO NORTHWEST ON
 LP0544'A TRACK ROAD FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LP0544'CONTINUE NORTHWEST ON THE TRACK ROAD FOR 0.15 MILE TO A TRACK
 LP0544'CROSSROAD AND WHERE A POWERLINE CROSSES THE ROAD.  CONTINUE
 LP0544'NORTHWEST ON THE TRACK ROAD FOR 0.15 MILE TO THE STATION ON
 LP0544'THE LEFT.
 LP0544'
 LP0544'STATION MARK IS A STANDARD DISK, STAMPED PHOTO-4 1965, SET IN
 LP0544'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT 1 INCH
 LP0544'ABOVE THE GROUND SURFACE.  IT IS 24 FEET WEST OF THE CENTER OF
 LP0544'THE TRACK ROAD AND 5.5 FEET WEST-NORTHWEST OF A METAL WITNESS
 LP0544'POST.
 LP0544'
 LP0544'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PHOTO-4 NO 1 1965,
 LP0544'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT
 LP0544'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 62 FEET WEST OF THE
 LP0544'CENTER OF THE ROAD, 43 FEET WEST OF THE WITNESS POST AND
 LP0544'ABOUT THE SAME ELEVATION AS THE STATION.
 LP0544'
 LP0544'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PHOTO-4 NO 2 1965,
 LP0544'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT
 LP0544'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 39.9 FEET NORTHWEST
 LP0544'OF THE WITNESS POST, 22 FEET WEST OF THE CENTER OF THE ROAD
 LP0544'AND ABOUT THE SAME ELEVATION AS THE STATION.
 LP0544'
 LP0544'AZIMUTH MARK IS A STANDARD DISK, STAMPED PHOTO-4 1965, SET IN
 LP0544'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 LP0544'IT IS 21 FEET WEST OF THE CENTER OF A TRACK ROAD AND 2.4 FEET
 LP0544'WEST OF A METAL WITNESS POST.
 LP0544
 LP0544                          STATION RECOVERY (2014)
 LP0544
 LP0544'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (TS)
 LP0544'RECOVERED AS DESCRIBED IN GOOD CONDIITON
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0554 ***********************************************************************
 LP0554  DESIGNATION -  PHOTO 5
 LP0554  PID         -  LP0554
 LP0554  STATE/COUNTY-  UT/TOOELE
 LP0554  COUNTRY     -  US
 LP0554  USGS QUAD   -  GRANITE PEAK (2017)
 LP0554
 LP0554                         *CURRENT SURVEY CONTROL
 LP0554  ______________________________________________________________________
 LP0554* NAD 83(1994) POSITION- 40 10 27.82754(N) 113 17 54.63177(W)   ADJUSTED
 LP0554* NAVD 88 ORTHO HEIGHT -  1320.6   (meters)     4333.    (feet) VERTCON3
 LP0554  ______________________________________________________________________
 LP0554  GEOID HEIGHT    -        -18.837 (meters)                     GEOID18
 LP0554  LAPLACE CORR    -          2.08  (seconds)                    DEFLEC18
 LP0554  HORZ ORDER      -  FIRST
 LP0554
 LP0554.The horizontal coordinates were established by classical geodetic methods
 LP0554.and adjusted by the National Geodetic Survey in November 1997.
 LP0554
 LP0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0554
 LP0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0554.GEOID18 height accuracy estimate available here.
 LP0554
 LP0554.Click photographs - Photos may exist for this station.
 LP0554
 LP0554.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0554
 LP0554. The following values were computed from the NAD 83(1994) position.
 LP0554
 LP0554;                    North         East     Units Scale Factor Converg.
 LP0554;SPC UT C     - 2,205,933.896   346,832.958   MT  0.99991633   -1 09 07.5
 LP0554;SPC UT C     - 7,237,301.46  1,137,901.13   sFT  0.99991633   -1 09 07.5
 LP0554;UTM  12      - 4,449,647.020   304,291.110   MT  1.00007152   -1 28 59.8
 LP0554
 LP0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0554!SPC UT C     -   0.99979583  x   0.99991633  =   0.99971218
 LP0554!UTM  12      -   0.99979583  x   1.00007152  =   0.99986734
 LP0554
 LP0554:                Primary Azimuth Mark                     Grid Az
 LP0554:SPC UT C     -  PHOTO 5 AZ MK                            099 44 02.8
 LP0554:UTM  12      -  PHOTO 5 AZ MK                            100 03 55.1
 LP0554
 LP0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK0429149647(NAD 83)
 LP0554
 LP0554|---------------------------------------------------------------------|
 LP0554| PID    Reference Object                     Distance      Geod. Az  |
 LP0554|                                                           dddmmss.s |
 LP0554| CM5747 PHOTO 5 AZ MK                                      0983455.3 |
 LP0554| CM5748 PHOTO 5 RM 1                         15.804 METERS 11907     |
 LP0554| CM5749 PHOTO 5 RM 2                         15.049 METERS 22521     |
 LP0554|---------------------------------------------------------------------|
 LP0554
 LP0554                          SUPERSEDED SURVEY CONTROL
 LP0554
 LP0554  NAD 83(1986)-  40 10 27.81901(N)    113 17 54.61916(W) AD(       ) 1
 LP0554  NAD 27      -  40 10 28.03796(N)    113 17 51.68358(W) AD(       ) 1
 LP0554  NGVD 29 (07/19/86) 1319.5    (m)         4329.     (f) VERT ANG       
 LP0554
 LP0554.Superseded values are not recommended for survey control.
 LP0554
 LP0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0554.See file dsdata.pdf to determine how the superseded data were derived.
 LP0554
 LP0554_MARKER: DS = TRIANGULATION STATION DISK
 LP0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0554_STAMPING: PHOTO 5 1965
 LP0554_MARK LOGO: CGS
 LP0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0554+STABILITY: SURFACE MOTION
 LP0554
 LP0554  HISTORY     - Date     Condition        Report By
 LP0554  HISTORY     - 1965     MONUMENTED       CGS
 LP0554  HISTORY     - 20140603 MARK NOT FOUND   INDIV
 LP0554
 LP0554                          STATION DESCRIPTION
 LP0554
 LP0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0554'THE STATION IS LOCATED ON THE DUGWAY PROVING GROUNDS, ABOUT
 LP0554'19-1/2 MILES WEST-SOUTHWEST OF DITTO TECHNICAL CENTER, ABOUT
 LP0554'13-1/2 MILES WEST-SOUTHWEST OF BAKER AREA AND ABOUT 3 MILES
 LP0554'NORTH-NORTHWEST OF GRANITE PEAK.
 LP0554'
 LP0554'TO REACH FROM DITTO TECHNICAL CENTER, GO WEST ON SURFACED
 LP0554'ROAD FOR 1.8 MILES TO GUARD GATE AND ROAD FORK, TAKE LEFT
 LP0554'FORK (STARK ROAD) AND GO WEST AND NORTH FOR 18 MILES TO
 LP0554'FORK, TAKE RIGHT FORK AND CONTINUE ON MAIN GRAVEL ROAD FOR
 LP0554'0.65 MILE TO A SMALL METAL BUILDING ON LEFT AND A CROSSROAD,
 LP0554'CONTINUE WESTERLY FOR 0.6 MILE TO FORK AND AZIMUTH MARK ON
 LP0554'LEFT, KEEP THE RIGHT FORK AND CONTINUE WEST FOR 0.2 MILE TO
 LP0554'STATION ON LEFT.
 LP0554'
 LP0554'STATION MARK, A STANDARD DISK STAMPED PHOTO 5 1965, IS SET
 LP0554'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES
 LP0554'AND ABOUT 3 FEET HIGHER THAN THE ROAD.  THE MARK IS 199 FEET
 LP0554'NORTH OF A TELEPHONE POLE, 33 FEET SOUTH OF CENTER OF ROAD
 LP0554'AND 5 FEET EAST OF WITNESS POST.
 LP0554'
 LP0554'REFERENCE MARK 1, A STANDARD DISK STAMPED PHOTO 5 NO 1 1965, IS
 LP0554'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2
 LP0554'INCHES AND ABOUT THE SAME ELEVATION AS THE STATION.  THE
 LP0554'MARK IS 192 FEET NORTH OF A TELEPHONE POLE, 55.5 FEET SOUTHEAST
 LP0554'OF WITNESS POST, 54 FEET SOUTH OF CENTER OF ROAD AND 7 FEET
 LP0554'WEST OF EDGE OF BANK.
 LP0554'
 LP0554'REFERENCE MARK 2, A STANDARD DISK STAMPED PHOTO 5 NO 2 1965, IS
 LP0554'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES
 LP0554'AND ABOUT THE SAME ELEVATION AS THE STATION.  THE MARK IS 159
 LP0554'FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 66 FEET SOUTH
 LP0554'OF CENTER OF ROAD AND 45 FEET SOUTHWEST OF WITNESS POST.
 LP0554'
 LP0554'AZIMUTH MARK, A STANDARD DISK STAMPED PHOTO 5 1965, IS SET
 LP0554'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 8 INCHES.
 LP0554'THE MARK IS 100 FEET EAST OF CENTER ROAD, 79 FEET SOUTH OF
 LP0554'INTERSECTION OF ROAD FORK, 31 FEET EAST OF A TELEPHONE POLE
 LP0554'AND 4.8 FEET SOUTHEAST OF WITNESS POST.
 LP0554'
 LP0554'THE DISTANCE FROM REFERENCE MARK 1 TO REFERENCE MARK 2 IS
 LP0554'80.97 FEET OR 24.681 METERS
 LP0554
 LP0554                          STATION RECOVERY (2014)
 LP0554
 LP0554'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (TS)
 LP0554'MARK NOT FOUND. THIS SITE IS ON A MILITARY INSTALLATION. MARKER WAS
 LP0554'NEAR A PHOTO MOUND TO THE SOUTH. ROAD WAS PAVED AND THE SITE WAS
 LP0554'GRADED. SITE IS IN THE SWALE TO SOUTH OF NEW ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0530 ***********************************************************************
 LP0530  DESIGNATION -  PHOTO 7
 LP0530  PID         -  LP0530
 LP0530  STATE/COUNTY-  UT/TOOELE
 LP0530  COUNTRY     -  US
 LP0530  USGS QUAD   -  DUGWAY PROVING GROUND SE (2017)
 LP0530
 LP0530                         *CURRENT SURVEY CONTROL
 LP0530  ______________________________________________________________________
 LP0530* NAD 83(1994) POSITION- 40 07 20.23711(N) 113 03 36.93706(W)   ADJUSTED
 LP0530* NAVD 88 ORTHO HEIGHT -  1324.1   (meters)     4344.    (feet) VERTCON3
 LP0530  ______________________________________________________________________
 LP0530  GEOID HEIGHT    -        -18.744 (meters)                     GEOID18
 LP0530  LAPLACE CORR    -          2.65  (seconds)                    DEFLEC18
 LP0530  HORZ ORDER      -  FIRST
 LP0530
 LP0530.The horizontal coordinates were established by classical geodetic methods
 LP0530.and adjusted by the National Geodetic Survey in November 1997.
 LP0530
 LP0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0530
 LP0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0530.GEOID18 height accuracy estimate available here.
 LP0530
 LP0530.Click photographs - Photos may exist for this station.
 LP0530
 LP0530.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0530
 LP0530. The following values were computed from the NAD 83(1994) position.
 LP0530
 LP0530;                    North         East     Units Scale Factor Converg.
 LP0530;SPC UT C     - 2,199,768.318   367,019.869   MT  0.99991136   -0 59 58.1
 LP0530;SPC UT C     - 7,217,073.22  1,204,131.02   sFT  0.99991136   -0 59 58.1
 LP0530;UTM  12      - 4,443,364.637   324,444.427   MT  0.99997941   -1 19 40.9
 LP0530
 LP0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0530!SPC UT C     -   0.99979526  x   0.99991136  =   0.99970664
 LP0530!UTM  12      -   0.99979526  x   0.99997941  =   0.99977467
 LP0530
 LP0530:                Primary Azimuth Mark                     Grid Az
 LP0530:SPC UT C     -  PHOTO 7 AZ MK                            159 49 32.8
 LP0530:UTM  12      -  PHOTO 7 AZ MK                            160 09 15.6
 LP0530
 LP0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK2444443364(NAD 83)
 LP0530
 LP0530|---------------------------------------------------------------------|
 LP0530| PID    Reference Object                     Distance      Geod. Az  |
 LP0530|                                                           dddmmss.s |
 LP0530| CM5750 PHOTO 7 AZ MK                                      1584934.7 |
 LP0530| CM5751 PHOTO 7 RM 1                          8.505 METERS 26508     |
 LP0530| CM5752 PHOTO 7 RM 2                         10.646 METERS 33741     |
 LP0530|---------------------------------------------------------------------|
 LP0530
 LP0530                          SUPERSEDED SURVEY CONTROL
 LP0530
 LP0530  NAD 83(1986)-  40 07 20.22956(N)    113 03 36.92399(W) AD(       ) 1
 LP0530  NAD 27      -  40 07 20.44117(N)    113 03 34.01527(W) AD(       ) 1
 LP0530  NGVD 29 (07/19/86) 1323.1    (m)         4341.     (f) VERT ANG       
 LP0530
 LP0530.Superseded values are not recommended for survey control.
 LP0530
 LP0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0530.See file dsdata.pdf to determine how the superseded data were derived.
 LP0530
 LP0530_MARKER: DS = TRIANGULATION STATION DISK
 LP0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0530_STAMPING: PHOTO-7 1965
 LP0530_MARK LOGO: CGS
 LP0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0530+STABILITY: SURFACE MOTION
 LP0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0530+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2014
 LP0530
 LP0530  HISTORY     - Date     Condition        Report By
 LP0530  HISTORY     - 1965     MONUMENTED       CGS
 LP0530  HISTORY     - 20140603 GOOD             INDIV
 LP0530
 LP0530                          STATION DESCRIPTION
 LP0530
 LP0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0530'THE STATION IS LOCATED ON THE DUGWAY PROVING GROUNDS, 11 MILES
 LP0530'EAST OF GRANITE MOUNTAIN, 8 MILES SOUTHEAST OF THE DITTO TECHNICAL
 LP0530'CENTER AND 5 MILES SOUTH OF BAKER AREA.
 LP0530'
 LP0530'TO REACH THE STATION FROM THE DITTO TECHNICAL CENTER GO WEST
 LP0530'FOR 1.8 MILES TO A GUARD GATE AND A FORK.  TAKE THE LEFT FORK AND
 LP0530'GO WEST ALONG STARK ROAD FOR 6.15 MILES TO EAST DOWNWIND ROAD.
 LP0530'TURN LEFT AND GO SOUTH FOR 1.4 MILES TO A SLIGHT RISE ON THE
 LP0530'RIGHT AND THE STATION.  THE AZIMUTH MARK IS 0.6 MILES AHEAD ON
 LP0530'THE LEFT AT INTERSECTION OF HOTEL ROAD.
 LP0530'
 LP0530'THE STATION MARK IS A STANDARD DISK STAMPED PHOTO 7 1965.
 LP0530'IT IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH
 LP0530'PROJECTS 2 INCHES.  IT IS 22-1/2 FEET WEST OF THE ROAD AND 3
 LP0530'FEET WEST OF THE WITNESS POST.
 LP0530'
 LP0530'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PHOTO 7 NO 1 1965.  IT
 LP0530'IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH
 LP0530'PROJECTS ABOUT 2 INCHES.  IT IS 51 FEET WEST OF THE ROAD AND 31
 LP0530'FEET WEST OF THE WITNESS POST.
 LP0530'
 LP0530'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PHOTO 7 NO 2 1965.
 LP0530'IT IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH
 LP0530'PROJECTS 2 INCHES.  IT IS 22 FEET WEST OF THE CENTER OF THE ROAD.
 LP0530'
 LP0530'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PHOTO 7 1965.  IT IS
 LP0530'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 LP0530'1 FOOT.  IT IS 45-1/2 FEET EAST OF EAST DOWNWIND ROAD, 27 FEET
 LP0530'NORTH OF HOTEL ROAD AND 2 FEET EAST OF THE WITNESS POST.
 LP0530'
 LP0530'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 LP0530
 LP0530                          STATION RECOVERY (2014)
 LP0530
 LP0530'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (TS)
 LP0530'RECOVERED AS DESCRIBED IN GOOD CONDIITON
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0539 ***********************************************************************
 LP0539  DESIGNATION -  PHOTO 8
 LP0539  PID         -  LP0539
 LP0539  STATE/COUNTY-  UT/TOOELE
 LP0539  COUNTRY     -  US
 LP0539  USGS QUAD   -  DUGWAY PROVING GROUND SW (2017)
 LP0539
 LP0539                         *CURRENT SURVEY CONTROL
 LP0539  ______________________________________________________________________
 LP0539* NAD 83(1994) POSITION- 40 02 20.01986(N) 113 12 34.25867(W)   ADJUSTED
 LP0539* NAVD 88 ORTHO HEIGHT -  1321.6   (meters)     4336.    (feet) VERTCON3
 LP0539  ______________________________________________________________________
 LP0539  GEOID HEIGHT    -        -18.976 (meters)                     GEOID18
 LP0539  LAPLACE CORR    -          1.92  (seconds)                    DEFLEC18
 LP0539  HORZ ORDER      -  FIRST
 LP0539
 LP0539.The horizontal coordinates were established by classical geodetic methods
 LP0539.and adjusted by the National Geodetic Survey in November 1997.
 LP0539
 LP0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0539
 LP0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0539.GEOID18 height accuracy estimate available here.
 LP0539
 LP0539.Click photographs - Photos may exist for this station.
 LP0539
 LP0539.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0539
 LP0539. The following values were computed from the NAD 83(1994) position.
 LP0539
 LP0539;                    North         East     Units Scale Factor Converg.
 LP0539;SPC UT C     - 2,190,743.662   354,123.392   MT  0.99990513   -1 05 42.3
 LP0539;SPC UT C     - 7,187,464.83  1,161,819.83   sFT  0.99990513   -1 05 42.3
 LP0539;UTM  12      - 4,434,412.987   311,495.254   MT  1.00003746   -1 25 18.5
 LP0539
 LP0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0539!SPC UT C     -   0.99979569  x   0.99990513  =   0.99970084
 LP0539!UTM  12      -   0.99979569  x   1.00003746  =   0.99983314
 LP0539
 LP0539:                Primary Azimuth Mark                     Grid Az
 LP0539:SPC UT C     -  PHOTO 8 AZ MK                            313 57 27.1
 LP0539:UTM  12      -  PHOTO 8 AZ MK                            314 17 03.3
 LP0539
 LP0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK1149534412(NAD 83)
 LP0539
 LP0539|---------------------------------------------------------------------|
 LP0539| PID    Reference Object                     Distance      Geod. Az  |
 LP0539|                                                           dddmmss.s |
 LP0539| CM5754 PHOTO 8 RM 1                         13.642 METERS 11402     |
 LP0539| CM5753 PHOTO 8 AZ MK                                      3125144.8 |
 LP0539| CM5755 PHOTO 8 RM 2                          7.501 METERS 31905     |
 LP0539|---------------------------------------------------------------------|
 LP0539
 LP0539                          SUPERSEDED SURVEY CONTROL
 LP0539
 LP0539  NAD 83(1986)-  40 02 20.01155(N)    113 12 34.24536(W) AD(       ) 1
 LP0539  NAD 27      -  40 02 20.22038(N)    113 12 31.32588(W) AD(       ) 1
 LP0539  NGVD 29 (07/19/86) 1320.6    (m)         4333.     (f) VERT ANG       
 LP0539
 LP0539.Superseded values are not recommended for survey control.
 LP0539
 LP0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0539.See file dsdata.pdf to determine how the superseded data were derived.
 LP0539
 LP0539_MARKER: DS = TRIANGULATION STATION DISK
 LP0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0539_STAMPING: PHOTO-8 1965
 LP0539_MARK LOGO: CGS
 LP0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0539+STABILITY: SURFACE MOTION
 LP0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0539+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2014
 LP0539
 LP0539  HISTORY     - Date     Condition        Report By
 LP0539  HISTORY     - 1965     MONUMENTED       CGS
 LP0539  HISTORY     - 20140826 GOOD             INDIV
 LP0539
 LP0539                          STATION DESCRIPTION
 LP0539
 LP0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0539'STATION IS LOCATED ON THE DUGWAY PROVING GROUNDS AND IS ABOUT
 LP0539'12-3/4 MILES SOUTH-SOUTHWEST OF BARKER AREA, 6-3/4 MILES
 LP0539'SOUTH-SOUTHEAST OF GRANITE PEAK AND IS ON THE SOUTH SIDE OF TRACK
 LP0539'ROAD ALONG BASE OF HILL.
 LP0539'
 LP0539'TO REACH THE STATION FROM DUGWAY (DOG AREA) GO WEST ON STARK
 LP0539'ROAD FOR 1.8 MILES TO A GUARD BUILDING ON THE RIGHT AND FORK.
 LP0539'TAKE LEFT FORK AND CONTINUE ON STARK ROAD FOR 6.6 MILES TO ANGLING
 LP0539'CROSS ROAD AND SIGN LIMA ROAD, STARK ROAD.  TURN LEFT ON LIMA ROAD
 LP0539'AND GO FOR 5.9 MILES TO A CROSS ROAD AND SIGN W DNWIND ROAD, LIMA
 LP0539'ROAD.  CONTINUE ON LIMA ROAD FOR 3.4 MILES TO A FORK.  TAKE LEFT
 LP0539'FORK FOR 0.05 MILE TO A DIM TRACK ROAD ON THE LEFT.  TURN
 LP0539'LEFT ON DIM TRACK ROAD FOR 0.05 MILE TO AZIMUTH MARK ON LEFT,
 LP0539'CONTINUE ON DIM TRACK ROAD FOR 0.3 MILE TO STATION ON THE
 LP0539'RIGHT.
 LP0539'
 LP0539'STATION MARK IS A STANDARD DISK, STAMPED PHOTO-8 1965, SET IN
 LP0539'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 LP0539'THE GROUND SURFACE.  IT IS 58 FEET WEST OF TRACK ROAD, 4 FEET
 LP0539'NORTH OF WITNESS POST AND ABOUT 8 FEET HIGHER THAN THE TRACK
 LP0539'ROAD.
 LP0539'
 LP0539'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PHOTO-8 NO 1 1965,
 LP0539'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 8 INCHES
 LP0539'ABOVE THE GROUND SURFACE, ABOUT 5 FEET LOWER THAN THE STATION
 LP0539'MARK, 30 FEET WEST OF THE TRACK ROAD.
 LP0539'
 LP0539'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PHOTO-8 NO 2 1965,
 LP0539'CEMENTED IN A DRILL HOLE IN A BOULDER, WHICH PROJECTS 18 INCHES
 LP0539'ABOVE THE GROUND SURFACE.  IT IS 57 FEET WEST OF THE TRACK ROAD
 LP0539'AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 LP0539'
 LP0539'AZIMUTH MARK IS A STANDARD DISK, STAMPED PHOTO-8 1965, IS SET IN
 LP0539'THE TOP OF A ROUND CONCRETE POST, WHICH PROJECTS 2 INCHES ABOVE
 LP0539'THE GROUND SURFACE.  IT IS 13 FEET EAST OF TRACK ROAD, 2 FEET
 LP0539'NORTH OF WITNESS POST.
 LP0539'
 LP0539'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
 LP0539
 LP0539                          STATION RECOVERY (2014)
 LP0539
 LP0539'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (TS)
 LP0539'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0467 ***********************************************************************
 LP0467  DESIGNATION -  PHOTO 9
 LP0467  PID         -  LP0467
 LP0467  STATE/COUNTY-  UT/TOOELE
 LP0467  COUNTRY     -  US
 LP0467  USGS QUAD   -  CAMELS BACK RIDGE SW (2017)
 LP0467
 LP0467                         *CURRENT SURVEY CONTROL
 LP0467  ______________________________________________________________________
 LP0467* NAD 83(1994) POSITION- 40 02 01.26140(N) 112 59 56.14249(W)   ADJUSTED
 LP0467* NAVD 88 ORTHO HEIGHT -  1353.9   (meters)     4442.    (feet) VERTCON3
 LP0467  ______________________________________________________________________
 LP0467  GEOID HEIGHT    -        -18.796 (meters)                     GEOID18
 LP0467  LAPLACE CORR    -          2.00  (seconds)                    DEFLEC18
 LP0467  HORZ ORDER      -  FIRST
 LP0467
 LP0467.The horizontal coordinates were established by classical geodetic methods
 LP0467.and adjusted by the National Geodetic Survey in June 1998.
 LP0467
 LP0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0467
 LP0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0467.GEOID18 height accuracy estimate available here.
 LP0467
 LP0467.Click photographs - Photos may exist for this station.
 LP0467
 LP0467.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0467
 LP0467. The following values were computed from the NAD 83(1994) position.
 LP0467
 LP0467;                    North         East     Units Scale Factor Converg.
 LP0467;SPC UT C     - 2,189,842.926   372,081.797   MT  0.99990482   -0 57 36.7
 LP0467;SPC UT C     - 7,184,509.67  1,220,738.36   sFT  0.99990482   -0 57 36.7
 LP0467;UTM  12      - 4,433,409.893   329,449.893   MT  0.99995809   -1 17 09.9
 LP0467
 LP0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0467!SPC UT C     -   0.99979059  x   0.99990482  =   0.99969543
 LP0467!UTM  12      -   0.99979059  x   0.99995809  =   0.99974869
 LP0467
 LP0467:                Primary Azimuth Mark                     Grid Az
 LP0467:SPC UT C     -  T9S R10W SECS 17 18 19 20                287 10 06.6
 LP0467:UTM  12      -  T9S R10W SECS 17 18 19 20                287 29 39.8
 LP0467
 LP0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK2944933409(NAD 83)
 LP0467
 LP0467|---------------------------------------------------------------------|
 LP0467| PID    Reference Object                     Distance      Geod. Az  |
 LP0467|                                                           dddmmss.s |
 LP0467| CM5757 PHOTO 9 RM 1                         22.705 METERS 05533     |
 LP0467| CM5758 PHOTO 9 RM 2                         11.693 METERS 23334     |
 LP0467| CM5756 T9S R10W SECS 17 18 19 20                          2861229.9 |
 LP0467|---------------------------------------------------------------------|
 LP0467
 LP0467                          SUPERSEDED SURVEY CONTROL
 LP0467
 LP0467  NAD 83(1986)-  40 02 01.25357(N)    112 59 56.12873(W) AD(       ) 1
 LP0467  NAD 27      -  40 02 01.45838(N)    112 59 53.23013(W) AD(       ) 1
 LP0467  NGVD 29 (07/19/86) 1352.9    (m)         4439.     (f) VERT ANG       
 LP0467
 LP0467.Superseded values are not recommended for survey control.
 LP0467
 LP0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0467.See file dsdata.pdf to determine how the superseded data were derived.
 LP0467
 LP0467_MARKER: DS = TRIANGULATION STATION DISK
 LP0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0467_STAMPING: PHOTO-9 1965
 LP0467_MARK LOGO: CGS
 LP0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0467+STABILITY: SURFACE MOTION
 LP0467
 LP0467  HISTORY     - Date     Condition        Report By
 LP0467  HISTORY     - 1966     MONUMENTED       CGS
 LP0467
 LP0467                          STATION DESCRIPTION
 LP0467
 LP0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (CAA)
 LP0467'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF DUGWAY
 LP0467'(DITTO TECHNICAL AREA) AND ABOUT 7 MILES SOUTH-SOUTHEAST OF
 LP0467'DUGWAY (BAKER AREA) IN THE V OF A ROAD FORK.
 LP0467'
 LP0467'TO REACH THE STATION FROM THE INTERSECTION OF 3RD AND B STREET
 LP0467'(DUGWAY) (DITTO TECHNICAL AREA) GO WEST ON B STREET FOR 2.0
 LP0467'MILES TO A SECURITY CHECK POINT AND A ROAD FORK.  TAKE THE LEFT
 LP0467'FORK AND GO SOUTHWEST ON STARK ROAD FOR 6.15 MILES TO A CROSSROAD.
 LP0467'TURN LEFT AND GO SOUTHERLY ON E. DOWNWIND ROAD FOR 5.65 MILES TO
 LP0467'A CROSSROAD.  TURN LEFT AND GO EAST FOR 0.15 MILE TO A SIDE ROAD
 LP0467'RIGHT.  TURN RIGHT AND GO SOUTHERLY FOR 1.95 MILES TO A
 LP0467'BUILDING AND RADIO INSTALLATION.  CONTINUE SOUTHEAST ON THE
 LP0467'GRAVELED ROAD FOR 0.65 MILE TO A FENCE LINE.  (TO REACH THE
 LP0467'AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND GO WEST ALONG THE
 LP0467'NORTH SIDE OF THE FENCE ON A TRACK ROAD FOR 0.2 MILE TO
 LP0467'THE MARK AS DESCRIBED) CONTINUE SOUTHEAST ON THE GRAVELED ROAD
 LP0467'FOR 0.25 MILE TO THE ROAD FORK AND THE STATION AS
 LP0467'DESCRIBED.
 LP0467'
 LP0467'THE STATION IS A STANDARD DISK STAMPED PHOTO-9 1965, SET IN
 LP0467'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 LP0467'5 INCHES.  IT IS 25 FEET SOUTHWEST OF THE CENTER OF THE GRAVELED
 LP0467'ROAD, 22 FEET NORTHEAST OF THE CENTER OF THE BLADED ROAD,
 LP0467'105 FEET SOUTHEAST OF THE ROAD FORK AND 3.5 FEET WEST OF A
 LP0467'WITNESS POST.
 LP0467'
 LP0467'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PHOTO-9 NO
 LP0467'1 1965, SET IN THE TOP OF A 12 INCH CYLINDRICAL MONUMENT PROJECTING
 LP0467'8 INCHES.  IT IS 38 FEET NORTHEAST OF THE CENTER OF THE
 LP0467'GRAVELED ROAD AND 71.2 FEET EAST OF THE WITNESS POST.
 LP0467'
 LP0467'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PHOTO-9 NO 2 1965,
 LP0467'SET IN THE TOP OF A 12 INCH CYLINDRICAL MONUMENT PROJECTING
 LP0467'6 INCHES.  IT IS 16.5 FEET WEST OF THE CENTER OF THE BLADED
 LP0467'ROAD AND 41.8 FEET SOUTHWEST OF THE WITNESS POST.
 LP0467'
 LP0467'THE AZIMUTH MARK IS A 2 INCH U.S. GENERAL LAND OFFICE BRASS CAP
 LP0467'STAMPED T9S R10W S18 S17 S19 S20 1950, RIVETED TO THE TOP
 LP0467'OF A 1-1/2 STEEL PIPE PROJECTING 1 FOOT.  IT IS 28 FEET SOUTH
 LP0467'OF THE CENTER OF THE TRACK ROAD, 1.8 FEET WEST OF A WITNESS
 LP0467'POST AND IS SET DIRECTLY IN THE FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3690 ***********************************************************************
 AA3690  CBN         -  This is a Cooperative Base Network Control Station.
 AA3690  DESIGNATION -  PIERCE
 AA3690  PID         -  AA3690
 AA3690  STATE/COUNTY-  UT/SALT LAKE
 AA3690  COUNTRY     -  US
 AA3690  USGS QUAD   -  SUGAR HOUSE (2017)
 AA3690
 AA3690                         *CURRENT SURVEY CONTROL
 AA3690  ______________________________________________________________________
 AA3690* NAD 83(2011) POSITION- 40 43 18.73873(N) 111 51 09.38820(W)   ADJUSTED
 AA3690* NAD 83(2011) ELLIP HT-  1337.112 (meters)        (06/27/12)   ADJUSTED
 AA3690* NAD 83(2011) EPOCH   -  2010.00
 AA3690* NAVD 88 ORTHO HEIGHT -  1353.8   (meters)     4442.    (feet) GPS OBS
 AA3690  ______________________________________________________________________
 AA3690  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AA3690  GEOID HEIGHT    -        -16.653 (meters)                     GEOID09
 AA3690  GEOID HEIGHT    -        -16.706 (meters)                     GEOID18
 AA3690  NAD 83(2011) X  - -1,802,219.870 (meters)                     COMP
 AA3690  NAD 83(2011) Y  - -4,493,900.100 (meters)                     COMP
 AA3690  NAD 83(2011) Z  -  4,139,936.113 (meters)                     COMP
 AA3690  LAPLACE CORR    -         12.57  (seconds)                    DEFLEC18
 AA3690
 AA3690  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3690  Standards:
 AA3690         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3690            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3690  -------------------------------------------------------------------
 AA3690  NETWORK    0.64   1.12           0.30   0.19   0.57      0.28717072
 AA3690  -------------------------------------------------------------------
 AA3690  Click here for local accuracies and other accuracy information.
 AA3690
 AA3690.The horizontal coordinates were established by GPS observations
 AA3690.and adjusted by the National Geodetic Survey in June 2012.
 AA3690
 AA3690.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3690.been affixed to the stable North American tectonic plate. See 
 AA3690.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3690
 AA3690.The horizontal coordinates are valid at the epoch date displayed above
 AA3690.which is a decimal equivalence of Year/Month/Day.
 AA3690
 AA3690.The orthometric height was determined by GPS observations and a
 AA3690.high-resolution geoid model.
 AA3690
 AA3690.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3690.GEOID18 height accuracy estimate available here.
 AA3690
 AA3690.Click photographs - Photos may exist for this station.
 AA3690
 AA3690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3690
 AA3690.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3690
 AA3690.The ellipsoidal height was determined by GPS observations
 AA3690.and is referenced to NAD 83.
 AA3690
 AA3690. The following values were computed from the NAD 83(2011) position.
 AA3690
 AA3690;                    North         East     Units Scale Factor Converg.
 AA3690;SPC UT C     - 2,265,243.652   470,208.440   MT  1.00001868   -0 13 33.1
 AA3690;SPC UT C     - 7,431,886.88  1,542,675.52   sFT  1.00001868   -0 13 33.1
 AA3690;UTM  12      - 4,508,232.484   427,993.403   MT  0.99966382   -0 33 22.5
 AA3690
 AA3690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3690!SPC UT C     -   0.99979030  x   1.00001868  =   0.99980897
 AA3690!UTM  12      -   0.99979030  x   0.99966382  =   0.99945419
 AA3690
 AA3690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2799308232(NAD 83)
 AA3690
 AA3690                          SUPERSEDED SURVEY CONTROL
 AA3690
 AA3690  NAD 83(2007)-  40 43 18.73839(N)    111 51 09.38901(W) AD(2002.00) 0
 AA3690  ELLIP H (02/10/07) 1337.129  (m)                       GP(2002.00)    
 AA3690  ELLIP H (06/28/00) 1337.153  (m)                       GP(       ) 4 1
 AA3690  NAD 83(1994)-  40 43 18.73752(N)    111 51 09.38765(W) AD(       ) B
 AA3690  ELLIP H (04/21/95) 1337.187  (m)                       GP(       ) 4 1
 AA3690  NAVD 88 (06/28/00) 1353.8    (m)  GEOID99  model used  GPS OBS        
 AA3690  NAVD 88 (04/21/95) 1353.9    (m)  GEOID93  model used  GPS OBS        
 AA3690
 AA3690.Superseded values are not recommended for survey control.
 AA3690
 AA3690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3690.See file dsdata.pdf to determine how the superseded data were derived.
 AA3690
 AA3690_MARKER: DD = SURVEY DISK
 AA3690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3690_STAMPING: PIERCE 1993
 AA3690_MARK LOGO: SLCS
 AA3690_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3690+STABILITY: SURFACE MOTION
 AA3690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3690+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1999
 AA3690
 AA3690  HISTORY     - Date     Condition        Report By
 AA3690  HISTORY     - 1993     MONUMENTED       UT-035
 AA3690  HISTORY     - 19990503 GOOD             NGS
 AA3690
 AA3690                          STATION DESCRIPTION
 AA3690
 AA3690'DESCRIBED BY SALT LAKE COUNTY UTAH 1993 (CL)
 AA3690'STATION IS LOCATED ON THE EAST SIDE OF SALT LAKE CITY, 4.5 KM (2.80
 AA3690'MI) EAST OF INTERSTATE HIGHWAY 15, JUST NORTH ON INTERSTATE HIGHWAY 80
 AA3690'EAST, IN SUGARHOUSE PARK, ON A MOWED GRASSY KNOLL NEAR THE SOUTHWEST
 AA3690'CORNER OF THE PARK, ABOUT 150 M (492.1 FT) SOUTHWEST OF THE SOUTHWEST
 AA3690'SIDE OF THE POND.  OWNERSHIP--SALT LAKE CITY. TO REACH FROM THE
 AA3690'UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 15 AND STATE HIGHWAY
 AA3690'201 (EXIT 308) IN SALT LAKE CITY, GO EAST ON HIGHWAY 201 (2100 SOUTH)
 AA3690'FOR 4.27 KM (2.65 MI) TO A CROSS STREET (1300 EAST).  CONTINUE AHEAD
 AA3690'ON 2100 SOUTH FOR 0.50 KM (0.30 MI) TO THE PARK ENTRANCE ON THE RIGHT.
 AA3690'TURN RIGHT, SOUTH, CIRCLING THE POND, FOR 0.60 KM (0.35 MI) TO A ROAD
 AA3690'RIGHT LEADING TO THE PARK MAINTAINANCE BUILDINGS.  TURN RIGHT, SOUTH
 AA3690'AND WEST ON ROAD FOR 0.10 KM (0.05 MI) TO A GATE AT BUILDING AND ROAD
 AA3690'END, AND END OF TRUCK TRAVEL.  PACK WEST ALONG THE OUTSIDE OF THE
 AA3690'NORTH SIDE OF THE FENCE FOR 60 M (196.8 FT) TO THE NORTHWEST FENCE
 AA3690'CORNER.  BEAR SLIGHT LEFT FOR 60 M (196.8 FT) TO TOP OF KNOLL AND THE
 AA3690'STATION. STATION MARK IS A TRIANGULAR-SHAPED COUNTY DISK SET IN THE
 AA3690'TOP OF A 22 CM ROUND CONCRETE POST 7 CM BELOW GROUND, INSIDE OF A CAST
 AA3690'IRON RING AND LID SET IN A 1.2 M (3.9 FT) SQUARE CONCRETE PAD FLUSH
 AA3690'WITH THE GROUND.  THE LETTERS 'GPS HARN' ARE ETCHED IN THE PAD.  IT IS
 AA3690'ON HIGH GROUND, 23.1 M (75.8 FT) SOUTHWEST OF A HYDRANT, AND 30.0 M
 AA3690'(98.4 FT) NORTH OF THE SOUTH PERIMETER FENCE. DESCRIBED BY G.R.HEID
 AA3690
 AA3690                          STATION RECOVERY (1999)
 AA3690
 AA3690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AA3690'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5827 ***********************************************************************
 AI5827  CBN         -  This is a Cooperative Base Network Control Station.
 AI5827  DESIGNATION -  PIGEON HOLLOW
 AI5827  PID         -  AI5827
 AI5827  STATE/COUNTY-  UT/SANPETE
 AI5827  COUNTRY     -  US
 AI5827  USGS QUAD   -  CHESTER (2017)
 AI5827
 AI5827                         *CURRENT SURVEY CONTROL
 AI5827  ______________________________________________________________________
 AI5827* NAD 83(2011) POSITION- 39 25 10.24219(N) 111 33 33.90445(W)   ADJUSTED
 AI5827* NAD 83(2011) ELLIP HT-  1682.561 (meters)        (06/27/12)   ADJUSTED
 AI5827* NAD 83(2011) EPOCH   -  2010.00
 AI5827* NAVD 88 ORTHO HEIGHT -  1700.0   (meters)     5577.    (feet) GPS OBS
 AI5827  ______________________________________________________________________
 AI5827  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5827  GEOID HEIGHT    -        -17.389 (meters)                     GEOID09
 AI5827  GEOID HEIGHT    -        -17.384 (meters)                     GEOID18
 AI5827  NAD 83(2011) X  - -1,813,512.217 (meters)                     COMP
 AI5827  NAD 83(2011) Y  - -4,589,904.564 (meters)                     COMP
 AI5827  NAD 83(2011) Z  -  4,029,472.590 (meters)                     COMP
 AI5827  LAPLACE CORR    -         12.41  (seconds)                    DEFLEC18
 AI5827
 AI5827  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5827  Standards:
 AI5827         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5827            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5827  -------------------------------------------------------------------
 AI5827  NETWORK    0.60   1.31           0.25   0.24   0.67     -0.11462463
 AI5827  -------------------------------------------------------------------
 AI5827  Click here for local accuracies and other accuracy information.
 AI5827
 AI5827.The horizontal coordinates were established by GPS observations
 AI5827.and adjusted by the National Geodetic Survey in June 2012.
 AI5827
 AI5827.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5827.been affixed to the stable North American tectonic plate. See 
 AI5827.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5827
 AI5827.The horizontal coordinates are valid at the epoch date displayed above
 AI5827.which is a decimal equivalence of Year/Month/Day.
 AI5827
 AI5827.The orthometric height was determined by GPS observations and a
 AI5827.high-resolution geoid model.
 AI5827
 AI5827.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5827.GEOID18 height accuracy estimate available here.
 AI5827
 AI5827.Click photographs - Photos may exist for this station.
 AI5827
 AI5827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5827
 AI5827.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5827
 AI5827.The ellipsoidal height was determined by GPS observations
 AI5827.and is referenced to NAD 83.
 AI5827
 AI5827. The following values were computed from the NAD 83(2011) position.
 AI5827
 AI5827;                    North         East     Units Scale Factor Converg.
 AI5827;SPC UT C     - 2,120,588.067   494,883.758   MT  0.99992495   -0 02 17.0
 AI5827;SPC UT C     - 6,957,296.02  1,623,631.13   sFT  0.99992495   -0 02 17.0
 AI5827;UTM  12      - 4,363,481.206   451,846.222   MT  0.99962855   -0 21 18.8
 AI5827
 AI5827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5827!SPC UT C     -   0.99973609  x   0.99992495  =   0.99966106
 AI5827!UTM  12      -   0.99973609  x   0.99962855  =   0.99936474
 AI5827
 AI5827_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ5184663481(NAD 83)
 AI5827
 AI5827                          SUPERSEDED SURVEY CONTROL
 AI5827
 AI5827  NAD 83(2007)-  39 25 10.24187(N)    111 33 33.90523(W) AD(2002.00) 0
 AI5827  ELLIP H (02/10/07) 1682.574  (m)                       GP(2002.00)    
 AI5827  NAD 83(1994)-  39 25 10.24145(N)    111 33 33.90470(W) AD(       ) A
 AI5827  ELLIP H (06/28/00) 1682.590  (m)                       GP(       ) 4 1
 AI5827  NAVD 88 (06/28/00) 1699.9    (m)  GEOID99  model used  GPS OBS        
 AI5827
 AI5827.Superseded values are not recommended for survey control.
 AI5827
 AI5827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5827.See file dsdata.pdf to determine how the superseded data were derived.
 AI5827
 AI5827_MARKER: DD = SURVEY DISK
 AI5827_SETTING: 80 = SET IN A BOULDER
 AI5827_STAMPING: GPS 1999 PIGEON HOLLOW
 AI5827_MARK LOGO: GEOCE
 AI5827_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5827+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2014
 AI5827
 AI5827  HISTORY     - Date     Condition        Report By
 AI5827  HISTORY     - 1999     MONUMENTED       GEOCE
 AI5827  HISTORY     - 20140311 GOOD             USACE
 AI5827
 AI5827                          STATION DESCRIPTION
 AI5827
 AI5827'DESCRIBED BY GEOCIVIL ENGINEERS 1999 (LRD)
 AI5827'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 14 T16S R3E
 AI5827'SALT LAKE BASE AND MERIDIAN, ABOUT 9.8 KM (6.10 MI) SOUTHEAST OF
 AI5827'WALES, 8.9 KM (5.55 MI) SOUTHWEST OF SPRING CITY AND 6.8 KM (4.20 MI)
 AI5827'NORTH-NORTHEAST OF EPHRAIM.  OWNERSHIP--UDOT.  TO REACH THE STATION
 AI5827'FROM THE JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 29 ON THE SOUTH
 AI5827'SIDE OF EPHRAIM, GO NORTH ON HIGHWAY 89 FOR 1.0 KM (0.60 MI) TO A
 AI5827'STREET INTERSECTION, 100 NORTH, WITH A STOPLIGHT.  CONTINUE NORTH ON
 AI5827'HIGHWAY 89 FOR 7.1 KM (4.40 MI) TO THE SOUTH END OF A ROAD CUT IN
 AI5827'YELLOW SHALE/LIMESTONE AND THE STATION RIGHT.  IT IS ALSO 0.26 KM
 AI5827'(0.15 MI) SOUTH OF THE JUNCTION OF HIGHWAY 89 AND STATE HIGHWAY 132 IN
 AI5827'PIGEON HOLLOW JUNCTION.  THE STATION IS A DISK SET IN A DRILL HOLE IN
 AI5827'TOP OF A EXPOSED BOULDER THAT IS FLUSH WITH THE GROUND.  IT IS 3.7 M
 AI5827'(12.1 FT) WEST OF THE RIGHT-OF-WAY FENCE, 4.0 M (13.1 FT) EAST OF THE
 AI5827'ROAD CUT AND ABOUT 2 M (6.6 FT) ABOVE THE HIGHWAY.
 AI5827
 AI5827                          STATION RECOVERY (2014)
 AI5827
 AI5827'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2014 (LL)
 AI5827'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0524 ***********************************************************************
 HO0524  DESIGNATION -  PINE
 HO0524  PID         -  HO0524
 HO0524  STATE/COUNTY-  UT/GARFIELD
 HO0524  COUNTRY     -  US
 HO0524  USGS QUAD   -  BRYCE CANYON (2017)
 HO0524
 HO0524                         *CURRENT SURVEY CONTROL
 HO0524  ______________________________________________________________________
 HO0524* NAD 83(1994) POSITION- 37 42 19.11403(N) 112 12 45.74084(W)   ADJUSTED
 HO0524* NAVD 88 ORTHO HEIGHT -  2406.3   (meters)     7895.    (feet) VERTCON3
 HO0524  ______________________________________________________________________
 HO0524  GEOID HEIGHT    -        -20.047 (meters)                     GEOID18
 HO0524  LAPLACE CORR    -          1.70  (seconds)                    DEFLEC18
 HO0524  HORZ ORDER      -  SECOND
 HO0524
 HO0524.The horizontal coordinates were established by classical geodetic methods
 HO0524.and adjusted by the National Geodetic Survey in November 1997.
 HO0524
 HO0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0524
 HO0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0524.GEOID18 height accuracy estimate available here.
 HO0524
 HO0524.Click photographs - Photos may exist for this station.
 HO0524
 HO0524.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0524
 HO0524. The following values were computed from the NAD 83(1994) position.
 HO0524
 HO0524;                    North         East     Units Scale Factor Converg.
 HO0524;SPC UT S     - 3,115,511.421   437,155.240   MT  0.99995224   -0 26 12.0
 HO0524;SPC UT S     -10,221,473.72  1,434,233.48   sFT  0.99995224   -0 26 12.0
 HO0524;UTM  12      - 4,173,811.272   393,100.990   MT  0.99974075   -0 44 30.3
 HO0524
 HO0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0524!SPC UT S     -   0.99962569  x   0.99995224  =   0.99957794
 HO0524!UTM  12      -   0.99962569  x   0.99974075  =   0.99936653
 HO0524
 HO0524:                Primary Azimuth Mark                     Grid Az
 HO0524:SPC UT S     -  CANYON                                   292 06 11.4
 HO0524:UTM  12      -  CANYON                                   292 24 29.7
 HO0524
 HO0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG9310073811(NAD 83)
 HO0524
 HO0524|---------------------------------------------------------------------|
 HO0524| PID    Reference Object                     Distance      Geod. Az  |
 HO0524|                                                           dddmmss.s |
 HO0524| CH3926 PINE RM 1                             2.671 METERS 00231     |
 HO0524| CH3927 PINE RM 2                             7.600 METERS 11440     |
 HO0524| HO0525 CANYON                              APPROX. 4.7 KM 2913959.4 |
 HO0524|---------------------------------------------------------------------|
 HO0524
 HO0524                          SUPERSEDED SURVEY CONTROL
 HO0524
 HO0524  NAD 83(1986)-  37 42 19.11243(N)    112 12 45.74898(W) AD(       ) 2
 HO0524  NAD 27      -  37 42 19.17985(N)    112 12 43.03856(W) AD(       ) 2
 HO0524  NGVD 29 (07/19/86) 2404.9    (m)         7890.     (f) VERT ANG       
 HO0524
 HO0524.Superseded values are not recommended for survey control.
 HO0524
 HO0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0524.See file dsdata.pdf to determine how the superseded data were derived.
 HO0524
 HO0524_MARKER: DD = SURVEY DISK
 HO0524_SETTING: 66 = SET IN ROCK OUTCROP
 HO0524_STAMPING: PINE 1971
 HO0524_MARK LOGO: USGS
 HO0524_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0524+STABILITY: POSITION/ELEVATION WELL
 HO0524
 HO0524  HISTORY     - Date     Condition        Report By
 HO0524  HISTORY     - 1971     MONUMENTED       USGS
 HO0524
 HO0524                          STATION DESCRIPTION
 HO0524
 HO0524'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HO0524'LOCATED 15 MI (AIRLINE) SE. OF PANGUITCH.  3.3 MI E. OF BRYCE
 HO0524'CANYON AIRPORT.  0.4 MI S. OF STATE ROUTE 12.  ON A PROMINENT
 HO0524'TIMBERED TOP.  18 FT W. OF HIGHEST POINT OF TOP AND 3 FT LOWER.
 HO0524'
 HO0524'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 98 AND STATE ROUTE 12,
 HO0524'7 MI S. OF PANGUITCH, GO E. ON ROUTE 12 FOR 11.5 MI TO A GATE
 HO0524'AND DIM RD. LEADING S., 0.05 MI S. OF MOTEL AND CAFE.  GO S. ON
 HO0524'DIM RD. AND WIND WAY UPHILL ON NORTH END OF TOP.  BY PICKING WAY
 HO0524'ALONG TOP OF RIDGE YOU CAN DRIVE WITHIN 150 FT OF STATION.
 HO0524'
 HO0524'STATION MARK--A STANDARD USGS TABLET STAMPED PINE 1971 SET IN
 HO0524'ROCK OUTCROP FLUSH WITH GROUND.
 HO0524'
 HO0524'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED PINE NO 1
 HO0524'1971 SET IN ROCK OUTCROP, 0.1 FT BELOW STATION MARK.
 HO0524'
 HO0524'REFERENCE MARK NO. 2--A STANDARD USGS TABLET STAMPED PINE NO 2
 HO0524'1971 SET IN ROCK OUTCROP, 0.4 FT BELOW STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0578 ***********************************************************************
 JO0578  DESIGNATION -  PINE
 JO0578  PID         -  JO0578
 JO0578  STATE/COUNTY-  UT/IRON
 JO0578  COUNTRY     -  US
 JO0578  USGS QUAD   -  MOUNTAIN SPRING PEAK (2017)
 JO0578
 JO0578                         *CURRENT SURVEY CONTROL
 JO0578  ______________________________________________________________________
 JO0578* NAD 83(1994) POSITION- 38 04 06.04497(N) 113 36 22.75559(W)   ADJUSTED
 JO0578* NAVD 88 ORTHO HEIGHT -  2084.52  (+/-2cm)     6839.0   (feet) VERTCON3
 JO0578  ______________________________________________________________________
 JO0578  GEOID HEIGHT    -        -22.005 (meters)                     GEOID18
 JO0578  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 JO0578  HORZ ORDER      -  SECOND
 JO0578  VERT ORDER      -  THIRD ? (See Below)
 JO0578
 JO0578.The horizontal coordinates were established by classical geodetic methods
 JO0578.and adjusted by the National Geodetic Survey in November 1997.
 JO0578
 JO0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0578
 JO0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0578.GEOID18 height accuracy estimate available here.
 JO0578
 JO0578.The vertical order pertains to the NGVD 29 superseded value.
 JO0578
 JO0578.Click photographs - Photos may exist for this station.
 JO0578
 JO0578.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0578
 JO0578. The following values were computed from the NAD 83(1994) position.
 JO0578
 JO0578;                    North         East     Units Scale Factor Converg.
 JO0578;SPC UT S     - 3,157,646.479   315,190.834   MT  0.99996357   -1 17 25.9
 JO0578;SPC UT S     -10,359,711.82  1,034,088.59   sFT  0.99996357   -1 17 25.9
 JO0578;UTM  12      - 4,216,605.852   271,365.437   MT  1.00024385   -1 36 27.9
 JO0578
 JO0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0578!SPC UT S     -   0.99967647  x   0.99996357  =   0.99964005
 JO0578!UTM  12      -   0.99967647  x   1.00024385  =   0.99992024
 JO0578
 JO0578:                Primary Azimuth Mark                     Grid Az
 JO0578:SPC UT S     -  BLUE PEAK                                058 52 00.4
 JO0578:UTM  12      -  BLUE PEAK                                059 11 02.4
 JO0578
 JO0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH7136516605(NAD 83)
 JO0578
 JO0578|---------------------------------------------------------------------|
 JO0578| PID    Reference Object                     Distance      Geod. Az  |
 JO0578|                                                           dddmmss.s |
 JO0578| JO0572 BLUE PEAK                           APPROX.22.3 KM 0573434.5 |
 JO0578| CM5761 PINE RM 1                             9.201 METERS 12115     |
 JO0578| CM5762 PINE RM 2                             6.719 METERS 20442     |
 JO0578|---------------------------------------------------------------------|
 JO0578
 JO0578                          SUPERSEDED SURVEY CONTROL
 JO0578
 JO0578  NAD 83(1986)-  38 04 06.03818(N)    113 36 22.75294(W) AD(       ) 2
 JO0578  NAD 27      -  38 04 06.15441(N)    113 36 19.86655(W) AD(       ) 2
 JO0578  NGVD 29            2083.34   (m)         6835.1    (f) LEVELING    3  
 JO0578
 JO0578.Superseded values are not recommended for survey control.
 JO0578
 JO0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0578.See file dsdata.pdf to determine how the superseded data were derived.
 JO0578
 JO0578_MARKER: DD = SURVEY DISK
 JO0578_SETTING: 66 = SET IN ROCK OUTCROP
 JO0578_STAMPING: PINE 1971
 JO0578_MARK LOGO: USGS
 JO0578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0578+STABILITY: POSITION/ELEVATION WELL
 JO0578
 JO0578  HISTORY     - Date     Condition        Report By
 JO0578  HISTORY     - 1971     MONUMENTED       USGS
 JO0578
 JO0578                          STATION DESCRIPTION
 JO0578
 JO0578'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0578'LOCATED ABOUT 9 MI W. AND 5 MI N. OF THE RR. STATION AT LUND,
 JO0578'UTAH.  1.7 MI E. OF THE RD. FROM LUND LEADING INTO PINE VALLEY.  ON
 JO0578'THE HIGHEST TIMBERED TOP AT THE SOUTH END OF THE WAH WAH
 JO0578'MOUNTAINS.  TOP BREAKS OFF SHARP TO SOUTH AND IS OPEN TO S. AT
 JO0578'STATION SITE.
 JO0578'
 JO0578'REACHED BY HELICOPTER.  BEST APPROACH FOR GROUND PARTIES IS FROM
 JO0578'S. ALONG EAST SIDE OF A N.-S. FENCE LINE TO END OF FENCE.  THENCE
 JO0578'E. TO TOP OF RIDGE.  GO N. ALONG RIDGE TO A SHALLOW SADDLE.  GO
 JO0578'NW. UP RIDGE TO HIGHEST POINT AND STATION.
 JO0578'
 JO0578'STATION MARK--A STANDARD USGS TABLET STAMPED PINE 1971 CEMENTED IN
 JO0578'A DRILL HOLE IN ROCK OUTCROP.
 JO0578'
 JO0578'REFERENCE MARK NO. 1--A STANDARD BRONZE TABLET STAMPED PINE NO 1
 JO0578'1971 CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 JO0578'
 JO0578'REFERENCE MARK NO. 2--STANDARD BRONZE TABLET STAMPED PINE NO 2 1971
 JO0578'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AB3356 ***********************************************************************
 AB3356  DESIGNATION -  PINE
 AB3356  PID         -  AB3356
 AB3356  STATE/COUNTY-  UT/BOX ELDER
 AB3356  COUNTRY     -  US
 AB3356  USGS QUAD   -  KIMBELL CREEK (2017)
 AB3356
 AB3356                         *CURRENT SURVEY CONTROL
 AB3356  ______________________________________________________________________
 AB3356* NAD 83(1994) POSITION- 41 47 20.03989(N) 113 45 06.27565(W)   ADJUSTED
 AB3356* NAVD 88 ORTHO HEIGHT -  2600.8   (meters)     8533.    (feet) VERTCON3
 AB3356  ______________________________________________________________________
 AB3356  GEOID HEIGHT    -        -15.082 (meters)                     GEOID18
 AB3356  LAPLACE CORR    -          1.42  (seconds)                    DEFLEC18
 AB3356  HORZ ORDER      -  THIRD
 AB3356
 AB3356.The horizontal coordinates were established by classical geodetic methods
 AB3356.and adjusted by the National Geodetic Survey in November 1997.
 AB3356
 AB3356.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3356
 AB3356.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3356.GEOID18 height accuracy estimate available here.
 AB3356
 AB3356.Click photographs - Photos may exist for this station.
 AB3356
 AB3356.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3356
 AB3356. The following values were computed from the NAD 83(1994) position.
 AB3356
 AB3356;                    North         East     Units Scale Factor Converg.
 AB3356;SPC UT N     - 1,164,071.293   312,846.807   MT  1.00000091   -1 29 04.9
 AB3356;SPC UT N     - 3,819,123.90  1,026,398.23   sFT  1.00000091   -1 29 04.9
 AB3356;UTM  12      - 4,629,998.957   271,345.523   MT  1.00024341   -1 50 04.3
 AB3356
 AB3356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3356!SPC UT N     -   0.99959461  x   1.00000091  =   0.99959552
 AB3356!UTM  12      -   0.99959461  x   1.00024341  =   0.99983792
 AB3356
 AB3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM7134529998(NAD 83)
 AB3356
 AB3356                          SUPERSEDED SURVEY CONTROL
 AB3356
 AB3356  NAD 83(1986)-  41 47 20.03180(N)    113 45 06.27233(W) AD(       ) 3
 AB3356  NGVD 29 (12/14/94) 2599.5    (m)         8529.     (f) VERT ANG       
 AB3356
 AB3356.Superseded values are not recommended for survey control.
 AB3356
 AB3356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3356.See file dsdata.pdf to determine how the superseded data were derived.
 AB3356
 AB3356_MARKER: DB = BENCH MARK DISK
 AB3356_SETTING: 80 = SET IN A BOULDER
 AB3356_STAMPING: PINE 1957
 AB3356_MARK LOGO: USGS
 AB3356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3356+STABILITY: SURFACE MOTION
 AB3356
 AB3356  HISTORY     - Date     Condition        Report By
 AB3356  HISTORY     - 1957     MONUMENTED       USGS
 AB3356
 AB3356                          STATION DESCRIPTION
 AB3356
 AB3356'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 AB3356'LOCATED ABOUT 7 MI. NE. OF SETTLEMENT OF GROUSE CREEK, 5 MI. S. OF
 AB3356'SETTLEMENT OF LYNN, 3 MI. NNW. OF THE DIVIDE BETWEEN PINE CREEK AND
 AB3356'JUNCTION CREEK DRAINAGE, ON THE SOUTHERN END OF A WHITE RIDGE AT THE
 AB3356'PLACE WHERE TREND OF THE RIDGE CHANGES FROM S. TO SW., ABOUT 25 FT. W.
 AB3356'OF E. BREAK OF RIDGE.  (THE RIDGE IS HIGHER N. OF STATION.)
 AB3356'REACHED BY HELICOPTER.
 AB3356'TO REACH FROM THE PUBLIC SCHOOL IN GROUSE CREEK, UTAH, DRIVE N. ALONG
 AB3356'THE MAIN RD. FOR 3.3 MI. TO A T-RD. E. (RD. TO LYNN, UTAH), TURN RIGHT
 AB3356'(E.) AND FOLLOW RD. E. AND THEN N. FOR 1.5 MI. TO CATTLEGUARD, CROSS
 AB3356'CATTLEGUARD AND TURN RIGHT (NE.) AND FOLLOW DIRT RD. FOR 1.4 MI. TO
 AB3356'NE-SW. FENCE LINE, TURN LEFT (NE.) AND FOLLOW RD. ON WEST SIDE OF
 AB3356'FENCE LINE FOR 0.9 MI. TO RD. FORKS, TAKE LEFT FORK NE. FOR 1.6 MI. TO
 AB3356'RD. FORK AT DRAIN FORKS, TAKE RIGHT FORK SE. FOR 0.8 MI. TO RD. FORKS
 AB3356'ON RIDGE (FROM THIS POINT ON, A 4-WHEEL DRIVE VEHICLE IS NEEDED), TAKE
 AB3356'LEFT FORK E. ALONG RIDGE LINE FOR 0.3 MI. TO RD. FORK ON RIDGE LINE,
 AB3356'TAKE RIGHT FORK E. (CROSSING CREEK) AND FOLLOW DIM JEEP TRAIL ALONG
 AB3356'E-W. RIDGE LINE FOR 2.0 MI. TO HIGHEST POINT OF HILL AND STATION MARK.
 AB3356'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---PINE 1957---, SET IN
 AB3356'BOULDER FLUSH WITH GROUND.
 AB3356'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 AB3356'1957---, SET IN LEDGE.
 AB3356'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 AB3356'1957---, SET IN LEDGE.
 AB3356'NOTE--REMAINS OF CAIRN AND PAPER IN METAL TUBE MARKING WHEELER SURVEY
 AB3356'STATION --MARBLE BLUFF-- IS 14.0 FT. FROM STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0435 ***********************************************************************
 KN0435  DESIGNATION -  PINERY
 KN0435  PID         -  KN0435
 KN0435  STATE/COUNTY-  UT/JUAB
 KN0435  COUNTRY     -  US
 KN0435  USGS QUAD   -  NEPHI (2017)
 KN0435
 KN0435                         *CURRENT SURVEY CONTROL
 KN0435  ______________________________________________________________________
 KN0435* NAD 83(1994) POSITION- 39 40 03.37589(N) 111 49 07.47283(W)   ADJUSTED
 KN0435* NAVD 88 ORTHO HEIGHT -  1968.2   (meters)     6457.    (feet) VERTCON3
 KN0435  ______________________________________________________________________
 KN0435  GEOID HEIGHT    -        -17.545 (meters)                     GEOID18
 KN0435  LAPLACE CORR    -         13.83  (seconds)                    DEFLEC18
 KN0435  HORZ ORDER      -  FIRST
 KN0435
 KN0435.The horizontal coordinates were established by classical geodetic methods
 KN0435.and adjusted by the National Geodetic Survey in November 1997.
 KN0435
 KN0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0435
 KN0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0435.GEOID18 height accuracy estimate available here.
 KN0435
 KN0435.Click photographs - Photos may exist for this station.
 KN0435
 KN0435.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0435
 KN0435. The following values were computed from the NAD 83(1994) position.
 KN0435
 KN0435;                    North         East     Units Scale Factor Converg.
 KN0435;SPC UT C     - 2,148,177.392   472,652.545   MT  0.99990307   -0 12 15.0
 KN0435;SPC UT C     - 7,047,811.99  1,550,694.22   sFT  0.99990307   -0 12 15.0
 KN0435;UTM  12      - 4,391,185.918   429,774.256   MT  0.99966072   -0 31 21.5
 KN0435
 KN0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0435!SPC UT C     -   0.99969407  x   0.99990307  =   0.99959717
 KN0435!UTM  12      -   0.99969407  x   0.99966072  =   0.99935490
 KN0435
 KN0435:                Primary Azimuth Mark                     Grid Az
 KN0435:SPC UT C     -  PINERY AZ MK                             329 44 29.2
 KN0435:UTM  12      -  PINERY AZ MK                             330 03 35.7
 KN0435
 KN0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ2977491185(NAD 83)
 KN0435
 KN0435|---------------------------------------------------------------------|
 KN0435| PID    Reference Object                     Distance      Geod. Az  |
 KN0435|                                                           dddmmss.s |
 KN0435| CM5764 PINERY RM 1                           5.017 METERS 10912     |
 KN0435| CM5765 PINERY RM 2                           6.197 METERS 20616     |
 KN0435| CM5763 PINERY AZ MK                                       3293214.2 |
 KN0435| KN0437 NEPHI THERMOID CO WEST STACK        APPROX. 6.5 KM 3424416.0 |
 KN0435| KN0436 NEPHI THERMOID CO EAST STACK        APPROX. 6.5 KM 3424817.4 |
 KN0435|---------------------------------------------------------------------|
 KN0435
 KN0435                          SUPERSEDED SURVEY CONTROL
 KN0435
 KN0435  NAD 83(1993)-  39 40 03.36811(N)    111 49 07.46761(W) AD(       ) 1
 KN0435  NAD 83(1986)-  39 40 03.36304(N)    111 49 07.46637(W) AD(       ) 1
 KN0435  NAD 27      -  39 40 03.53200(N)    111 49 04.71000(W) AD(       ) 1
 KN0435  NGVD 29 (07/19/86) 1967.0    (m)         6453.     (f) VERT ANG       
 KN0435
 KN0435.Superseded values are not recommended for survey control.
 KN0435
 KN0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0435.See file dsdata.pdf to determine how the superseded data were derived.
 KN0435
 KN0435_MARKER: DS = TRIANGULATION STATION DISK
 KN0435_SETTING: 66 = SET IN ROCK OUTCROP
 KN0435_STAMPING: PINERY 1947
 KN0435_MARK LOGO: CGS
 KN0435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0435+STABILITY: POSITION/ELEVATION WELL
 KN0435
 KN0435  HISTORY     - Date     Condition        Report By
 KN0435  HISTORY     - 1947     MONUMENTED       CGS
 KN0435  HISTORY     - 1950     GOOD             USGS
 KN0435
 KN0435                          STATION DESCRIPTION
 KN0435
 KN0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KN0435'THE STATION IS LOCATED ABOUT 2.5 MILES AIRLINE SOUTHEAST OF NEPHI ON
 KN0435'A NARROW SOUTHWEST-NORTHEAST RIDGE THAT IS COVERED WITH
 KN0435'SAGEBRUSH AND SCRUB OAK ON TOP AND CEDAR TREES ON THE SLOPES.
 KN0435'THE STATION MARK IS A BRONZE DISK SET ON THE HIGHEST POINT OF
 KN0435'RIDGE, PROJECTS 6 INCHES AND IS STAMPED, PINERY 1947.
 KN0435'
 KN0435'REFERENCE MARK NO. 1 IS A BRONZE DISK SET 30 INCHES LOWER
 KN0435'THAN THE STATION MARK, PROJECTS 4 INCHES AND IS STAMPED,
 KN0435'PINERY NO 1 1947.
 KN0435'
 KN0435'REFERENCE MARK NO. 2 IS A BRONZE DISK SET AT THE SAME ELEVATION
 KN0435'AS THE STATION MARK, PROJECTS 8 INCHES AND IS STAMPED, PINERY
 KN0435'NO 2 1947.
 KN0435'
 KN0435'THE AZIMUTH MARK IS A BRONZE DISK, PROJECTS 4 INCHES, SET
 KN0435'90 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 91, 50 FEET
 KN0435'NORTH OF THE CENTER LINE OF A DIRT ROAD, 4 FEET SOUTH OF
 KN0435'A WHITE WITNESS POST AND 18 INCHES EAST OF A POWER LINE POLE.
 KN0435'IT IS STAMPED, PINERY 1947.
 KN0435'
 KN0435'TO REACH THE STATION FROM THE POST OFFICE IN NEPHI.  GO SOUTH
 KN0435'ON U.S. HIGHWAY 91, 1.3 MILE TO AZIMUTH MARK ON LEFT.  CONTINUE
 KN0435'SOUTHERLY ON HIGHWAY 1.5 MILE TO A DIRT ROAD TO LEFT AND A
 KN0435'DIM, TRACK ROAD AT A GATE.  TURN SHARP LEFT, PASS THROUGH GATE,
 KN0435'GO 0.2 MILE TO A GRAVEL PIT.  PASS AROUND PIT TO THE NORTH,
 KN0435'THEN FOLLOW TRACKS SOUTHEAST 0.4 MILE TO END OF TRUCK TRAVEL.
 KN0435'WALK EASTERLY UP RIDGE TO TOP, THEN BEAR RIGHT TO TOP OF
 KN0435'ANOTHER RIDGE.  BEAR LEFT FOLLOW TOP OF RIDGE EASTERLY TO A
 KN0435'DEEP SADDLE ON RIGHT.  CROSS SADDLE TO TOP OF RIDGE AND
 KN0435'STATION A SHORT DISTANCE TO LEFT.  A 1 HOUR PACK.
 KN0435
 KN0435                          STATION RECOVERY (1950)
 KN0435
 KN0435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 KN0435'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0531 ***********************************************************************
 JO0531  DESIGNATION -  PINEY
 JO0531  PID         -  JO0531
 JO0531  STATE/COUNTY-  UT/BEAVER
 JO0531  COUNTRY     -  US
 JO0531  USGS QUAD   -  CINDER CRATER (2017)
 JO0531
 JO0531                         *CURRENT SURVEY CONTROL
 JO0531  ______________________________________________________________________
 JO0531* NAD 83(1994) POSITION- 38 30 12.58015(N) 112 39 18.93928(W)   ADJUSTED
 JO0531* NAVD 88 ORTHO HEIGHT -  2229.1   (meters)     7313.    (feet) VERTCON3
 JO0531  ______________________________________________________________________
 JO0531  GEOID HEIGHT    -        -19.918 (meters)                     GEOID18
 JO0531  LAPLACE CORR    -          9.16  (seconds)                    DEFLEC18
 JO0531  HORZ ORDER      -  FIRST
 JO0531
 JO0531.The horizontal coordinates were established by classical geodetic methods
 JO0531.and adjusted by the National Geodetic Survey in November 1997.
 JO0531
 JO0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0531
 JO0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0531.GEOID18 height accuracy estimate available here.
 JO0531
 JO0531.Click photographs - Photos may exist for this station.
 JO0531
 JO0531.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0531
 JO0531. The following values were computed from the NAD 83(1994) position.
 JO0531
 JO0531;                    North         East     Units Scale Factor Converg.
 JO0531;SPC UT S     - 3,204,489.494   399,227.798   MT  1.00003006   -0 42 28.1
 JO0531;SPC UT S     -10,513,395.95  1,309,799.87   sFT  1.00003006   -0 42 28.1
 JO0531;UTM  12      - 4,262,979.344   355,667.180   MT  0.99985655   -1 01 50.5
 JO0531
 JO0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0531!SPC UT S     -   0.99965348  x   1.00003006  =   0.99968353
 JO0531!UTM  12      -   0.99965348  x   0.99985655  =   0.99951008
 JO0531
 JO0531:                Primary Azimuth Mark                     Grid Az
 JO0531:SPC UT S     -  PINEY AZ MK                              178 24 57.5
 JO0531:UTM  12      -  PINEY AZ MK                              178 44 19.9
 JO0531
 JO0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH5566762979(NAD 83)
 JO0531
 JO0531|---------------------------------------------------------------------|
 JO0531| PID    Reference Object                     Distance      Geod. Az  |
 JO0531|                                                           dddmmss.s |
 JO0531| CM5767 PINEY RM 1                            5.448 METERS 01548     |
 JO0531| CM5768 PINEY RM 2                            3.535 METERS 09736     |
 JO0531| CM5766 PINEY AZ MK                                        1774229.4 |
 JO0531|---------------------------------------------------------------------|
 JO0531
 JO0531                          SUPERSEDED SURVEY CONTROL
 JO0531
 JO0531  NAD 83(1986)-  38 30 12.57532(N)    112 39 18.93455(W) AD(       ) 1
 JO0531  NAD 27      -  38 30 12.68000(N)    112 39 16.14000(W) AD(       ) 1
 JO0531  NGVD 29 (07/19/86) 2227.8    (m)         7309.     (f) VERT ANG       
 JO0531
 JO0531.Superseded values are not recommended for survey control.
 JO0531
 JO0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0531.See file dsdata.pdf to determine how the superseded data were derived.
 JO0531
 JO0531_MARKER: DS = TRIANGULATION STATION DISK
 JO0531_SETTING: 66 = SET IN ROCK OUTCROP
 JO0531_STAMPING: PINEY 1938
 JO0531_MARK LOGO: CGS
 JO0531_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0531+STABILITY: POSITION/ELEVATION WELL
 JO0531
 JO0531  HISTORY     - Date     Condition        Report By
 JO0531  HISTORY     - 1938     MONUMENTED       CGS
 JO0531  HISTORY     - 1947     GOOD             CGS
 JO0531  HISTORY     - 1959     GOOD             USGS
 JO0531
 JO0531                          STATION DESCRIPTION
 JO0531
 JO0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JO0531'LOCATED ON HIGHEST POINT OF MOST NORTHWESTERLY ONE OF A
 JO0531'GROUP OF HILLS ABOUT 8 MILES SSE OF COVE FORT, AND ABOUT
 JO0531'2.5 MILES W OF U.S. HIGHWAY 91.
 JO0531'
 JO0531'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 JO0531'DISKS IN BEDROCK.
 JO0531'
 JO0531'REACHED FROM BEAVER BY GOING N ON U.S. HIGHWAY 91 18.7 MILES
 JO0531'TO ELLIS YARDLEY RANCH HOUSE ON L.  HERE TURN L ACROSS DEEP
 JO0531'DITCH ON WELL-TRAVELED TRACK ROAD WHICH IS ABOUT 50 YARDS S
 JO0531'OF RANCH HOUSE AT A FENCE T INTERSECTION.  GO THRU GATE
 JO0531'AND GO W ON TRACK ROAD ALONG S OF AN E-W FENCE LINE 0.4 MILE
 JO0531'TO A N-S FENCE LINE.  HERE CONTINUE W ON TRACK ROAD 0.3
 JO0531'MILE TO A GATE JUST W OF AN EARTH DAM.  GO THRU GATE AND
 JO0531'CONTINUE W ON TRACK ROAD 1.6 MILES TO A TRACK ROAD COMING
 JO0531'IN FROM R.  THENCE KEEP STRAIGHT AHEAD, W, 0.2 MILE TO A
 JO0531'FORK.  HERE TAKE L FORK SW AND S 0.8 MILE TO A DIM FORK L.
 JO0531'THENCE TURN L ON DIM FORK AND GO E AND SE UP A SMALL
 JO0531'CANYON 0.7 MILE TO WHERE A SMALL DRAW COMES IN FROM R.
 JO0531'THIS IS END OF TRUCK TRAVEL.  FROM HERE PACK W UP STEEP
 JO0531'HILL, KEEPING TO R OF DRAW, UNTIL A SADDLE AT TOP OF RIDGE
 JO0531'IS REACHED.  THEN S ALONG TOP OF RIDGE TO FIRST HIGH POINT
 JO0531'AND STATION, ABOUT 0.75 MILE DISTANT, 45 MINUTE PACK, FROM
 JO0531'END OF TRUCK TRAVEL.
 JO0531'
 JO0531'AZIMUTH MARK IS ON NEXT HIGH POINT ABOUT 0.35 MILE S OF
 JO0531'STATION.  THIS POINT IS A FEW FEET HIGHER THAN STATION.
 JO0531'
 JO0531'NOTE--RECONNAISSANCE DESCRIPTION PLACES TRACK ROAD LEADING
 JO0531'W FROM U.S. HIGHWAY 91 TO N OF ELLIS YARDLEY RANCH HOUSE.
 JO0531'OBSERVING PARTY FOUND THIS ROAD TO BE S OF RANCH HOUSE.
 JO0531
 JO0531                          STATION RECOVERY (1947)
 JO0531
 JO0531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 JO0531'STATION AND ALL MARKS FOUND AS PREVIOUSLY DESCRIBED AND IN
 JO0531'GOOD CONDITION.
 JO0531'
 JO0531'A NEW DESCRIPTION IS AS FOLLOWS--
 JO0531'
 JO0531'STATION LOCATED ON HIGHEST POINT OF MOST NORTHWESTERLY HILL OF
 JO0531'A GROUP OF HILLS, ABOUT 8 MILES SOUTH-SOUTHEAST OF COVE FORT,
 JO0531'AND ABOUT 2.5 MILES WEST OF U.S. HIGHWAY 91, PROJECTS 6 INCHES,
 JO0531'AND STAMPED--PINEY 1938.
 JO0531'
 JO0531'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN STATION,
 JO0531'PROJECTS 2 FEET, AND STAMPED--PINEY
 JO0531'NO 1 1938.
 JO0531'
 JO0531'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN STATION,
 JO0531'PROJECTS 1 FOOT, AND STAMPED--PINEY
 JO0531'NO 2 1938.
 JO0531'
 JO0531'AZIMUTH MARK IS ON NEXT POINT TO SOUTH FROM STATION, WHICH
 JO0531'IS SLIGHTLY HIGHER THAN POINT STATION IS ON.  MARK PROJECTS
 JO0531'6 INCHES, AND STAMPED--PINEY 1938.
 JO0531'
 JO0531'TO REACH FROM COVE FORT, GO SOUTHWEST ON U.S. HIGHWAY 91
 JO0531'FOR 3.3 MILES TO DIM SIDE ROAD ON RIGHT.  TURN RIGHT ON THIS
 JO0531'ROAD AND GO 1.5 MILE TO FORKS OF ROAD AT FENCE CORNER.  TAKE
 JO0531'RIGHT FORK AND GO 1.4 MILE TO A REVERSE Y.  CONTINUE STRAIGHT
 JO0531'AHEAD FOR 0.2 MILE TO FORK.  TAKE LEFT FORK AND GO 0.75 MILE
 JO0531'TO FORK.  KEEP RIGHT FORK AND GO 1.45 MILE TO END OF TRUCK
 JO0531'TRAVEL AT TOP OF GRADE.  FROM HERE PACK EAST UP STEEP SLOPE,
 JO0531'KEEPING TO LEFT OF SMALL, BRUSHY DRAW, TO TOP OF RIDGE.
 JO0531'THENCE NORTH ALONG RIDGE TO HIGHEST POINT AND STATION AS
 JO0531'DESCRIBED ABOVE.  A THIRTY MINUTE PACK.
 JO0531'
 JO0531'OBSERVATIONS MADE FROM A 1.28 METER TRIPOD.
 JO0531
 JO0531                          STATION RECOVERY (1959)
 JO0531
 JO0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JO0531'TO REACH FROM INTERSECTION OF STATE HIGHWAY 21 AND U.S. HIGHWAY 91
 JO0531'IN BEAVER, DRIVE N. ON U.S. HIGHWAY 91 FOR 16.9 MI. TO SIDE RD.,
 JO0531'TURN LEFT OF HIGHWAY THROUGH WIRE GATE 0.4 MI. TO FORKS, TAKE RIGHT
 JO0531'FORK 2.6 MI. TO INTERSECTION WITH ANOTHER RD., CONTINUE ON MAIN RD.
 JO0531'SLIGHTLY LEFT 0.2 MI. TO FORKS, TAKE LEFT FORK 0.8 MI. TO SIDE RD.,
 JO0531'TURN LEFT ON SIDE RD. UP CANYON 1.3 MI. TO END OF RD. AND END TRUCK
 JO0531'TRAVEL.  PACK SW. UP STEEP SIDE TO RIDGE, THENCE W. ALONG RIDGE TO
 JO0531'MAIN RIDGE, THENCE SW. ALONG MAIN RIDGE TO FIRST TOP AND STATION.
 JO0531'ABOUT 45 MINUTE PACK.
 JO0531'
 JO0531'STATION MARK--STANDARD BRONZE DISK IN BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0559 ***********************************************************************
 HO0559  DESIGNATION -  PINK CLIFF
 HO0559  PID         -  HO0559
 HO0559  STATE/COUNTY-  UT/KANE
 HO0559  COUNTRY     -  US
 HO0559  USGS QUAD   -  PODUNK CREEK (2017)
 HO0559
 HO0559                         *CURRENT SURVEY CONTROL
 HO0559  ______________________________________________________________________
 HO0559* NAD 83(1994) POSITION- 37 25 05.73226(N) 112 19 21.77028(W)   ADJUSTED
 HO0559* NAVD 88 ORTHO HEIGHT -  2864.    (meters)     9396.    (feet) SCALED
 HO0559  ______________________________________________________________________
 HO0559  GEOID HEIGHT    -        -20.829 (meters)                     GEOID18
 HO0559  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC18
 HO0559  HORZ ORDER      -  FIRST
 HO0559
 HO0559.The horizontal coordinates were established by classical geodetic methods
 HO0559.and adjusted by the National Geodetic Survey in June 1998.
 HO0559
 HO0559.The orthometric height was scaled from a topographic map.
 HO0559
 HO0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0559.GEOID18 height accuracy estimate available here.
 HO0559
 HO0559.Click photographs - Photos may exist for this station.
 HO0559
 HO0559.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0559
 HO0559. The following values were computed from the NAD 83(1994) position.
 HO0559
 HO0559;                    North         East     Units Scale Factor Converg.
 HO0559;SPC UT S     - 3,083,734.350   427,174.935   MT  0.99997156   -0 30 14.6
 HO0559;SPC UT S     -10,117,218.45  1,401,489.77   sFT  0.99997156   -0 30 14.6
 HO0559;UTM  12      - 4,142,093.847   382,955.141   MT  0.99976875   -0 48 13.7
 HO0559
 HO0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0559!SPC UT S     -   0.99955398  x   0.99997156  =   0.99952555
 HO0559!UTM  12      -   0.99955398  x   0.99976875  =   0.99932283
 HO0559
 HO0559:                Primary Azimuth Mark                     Grid Az
 HO0559:SPC UT S     -  PINK CLIFF AZ MK                         041 15 31.2
 HO0559:UTM  12      -  PINK CLIFF AZ MK                         041 33 30.3
 HO0559
 HO0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG8295542093(NAD 83)
 HO0559
 HO0559|---------------------------------------------------------------------|
 HO0559| PID    Reference Object                     Distance      Geod. Az  |
 HO0559|                                                           dddmmss.s |
 HO0559| CH3928 PINK CLIFF AZ MK                                   0404516.6 |
 HO0559| CH3929 PINK CLIFF RM 1                       9.462 METERS 04600     |
 HO0559| HO0540 MOLLIES NIPPLE                      APPROX.28.8 KM 1243050.3 |
 HO0559| CH3930 PINK CLIFF RM 2                       8.943 METERS 27332     |
 HO0559|---------------------------------------------------------------------|
 HO0559
 HO0559                          SUPERSEDED SURVEY CONTROL
 HO0559
 HO0559  NAD 83(1986)-  37 25 05.72966(N)    112 19 21.77049(W) AD(       ) 1
 HO0559  NAD 27      -  37 25 05.79500(N)    112 19 19.05000(W) AD(       ) 1
 HO0559
 HO0559.Superseded values are not recommended for survey control.
 HO0559
 HO0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0559.See file dsdata.pdf to determine how the superseded data were derived.
 HO0559
 HO0559_MARKER: DS = TRIANGULATION STATION DISK
 HO0559_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HO0559_STAMPING: PINK CLIFF 1938
 HO0559_MARK LOGO: CGS
 HO0559_MAGNETIC: P = MARKER IS A STEEL PIPE
 HO0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0559
 HO0559  HISTORY     - Date     Condition        Report By
 HO0559  HISTORY     - 1938     MONUMENTED       CGS
 HO0559  HISTORY     - 1964     GOOD             USGS
 HO0559
 HO0559                          STATION DESCRIPTION
 HO0559
 HO0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0559'STATION IS ON THE HIGHEST POINT ON THE SOUTHERN END OF THE
 HO0559'PAUNSAUGUNT PLATEAU IN POWELL NATIONAL FOREST.  THIS POINT
 HO0559'BREAKS OFF TO SE, S AND SW IN PROMINENT HIGH PINK CLIFFS
 HO0559'AND IS ABOUT 6 MILES SW OF RAINBOW POINT, IN BRYCE CANYON
 HO0559'NATIONAL PARK, AND IS ABOUT 600 FEET HIGHER.  STATION MARK
 HO0559'IS 15 FEET N OF THE EDGE OF THE CLIFFS.  THE POINT LIES
 HO0559'BETWEEN MILL CREEK AND CRAWFORD CREEK AND IS KNOWN TO
 HO0559'STOCKMEN AS MILL CREEK POINT.  IT IS 17 MILES SSW OF BRYCE
 HO0559'CANYON HEADQUARTERS.  28 MILES NNE OF KANAB AND 8 MILES E
 HO0559'OF ALTON.
 HO0559'
 HO0559'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 HO0559'DISKS SET IN CONCRETE.
 HO0559'
 HO0559'REACHED FROM CHECKING STATION IN BRYCE CANYON AS FOLLOWS--
 HO0559'FOLLOW THE PAVED RIM ROAD S 4.45 MILES, TURN RIGHT, THROUGH
 HO0559'CCC CAMP AND FOLLOW TRAIL ROAD NW 1/3 MILES TURN LEFT AROUND
 HO0559'LOG CORRAL JUST BEFORE REACHING OLD SAW MILL, STRAIGHT ACROSS
 HO0559'CROSSROADS AND 2.0 MILES TO TOP OF RIDGE, KEEP STRAIGHT
 HO0559'ACROSS BLADED CROSSROADS 0.3 MILE THEN RIGHT FORK 0.1 MILE
 HO0559'AND ACROSS BRIDGE, THEN LEFT FORK 0.1 MILE.  BEAR LEFT ON
 HO0559'F.S. ROAD UP WEST SIDE OF VALLEY, GO 0.2 MILE THROUGH GATE,
 HO0559'CONTINUE 0.6 MILE PASSING DAM ON LEFT, STRAIGHT AHEAD 3.3
 HO0559'MILES TO SKUNK CREEK, TAKE LEFT FORK AND GO 1.4 MILES,
 HO0559'THEN RIGHT FORK, GO 0.2 MILE TO BLUBBER CREEK, STRAIGHT
 HO0559'AHEAD 0.4 MILE TO SIGN (BRIDGE HOLLOW) AND NATURAL BRIDGE,
 HO0559'CONTIUE STRAIGHT AHEAD 0.9 MILE TO KANAB CREEK, CROSS
 HO0559'BRIDGE AND CONTINUE S 2.0 MILES, TAKE RIGHT FORK AND GO
 HO0559'0.9 MILE TAKE RIGHT FORK AND GO 0.3 MILE, PASSING PEDUNK
 HO0559'RANGER STATION, CONTINUE 0.5 MILE AND TAKE RIGHT FORK
 HO0559'(UPPER ROAD) GO 0.9 MILE TO A LARGE VALLEY ON THE RIGHT.
 HO0559'THERE IS A LARGE POST AND ROCK CHIMNEY HERE, BEAR RIGHT
 HO0559'UP MAIN VALLEY AND GO 0.3 MILE TO END OF TRUCK TRAVEL.
 HO0559'THE ROAD FROM THE RANGER STATION IS VERY BAD AND WOULD BE
 HO0559'ABOUT IMPASSABLE IN WET WEATHER.  PACK SW UP MAIN VALLEY
 HO0559'ABOUT 3 MILES TO JUNCTION WITH MILL CREEK.  FOREST
 HO0559'SERVICE SIGN IN SMALL TREE POINTING LEFT UP HILL CREEK
 HO0559'VALLEY TO MONUMENT POINT, RED CLIFFS VISIBLE.  GO LEFT, S,
 HO0559'UP THIS VALLEY ABOUT 1 MILE, THEN LEFT UP GULLEY ABOUT
 HO0559'3/4 MILE TO SUMMIT OF RIDGE, THEN RIGHT ABOUT 1/2 MILE
 HO0559'ALONG TOP OF RIDGE TO EXTREME SOUTHERN POINT AND STATION.
 HO0559'TOTAL PACK IS ABOUT 3-1/4 HOURS.
 HO0559'
 HO0559'THE TRIANGULAR CRIB IS ABOUT 5 FEET HIGH ABOUT 8 FEET ON A
 HO0559'SIDE AND IS MARKED ON ONE LOG, U.S.C. AND G. SURVEY.  IT IS
 HO0559'PROBABLY A MARK OF THE OLD POWELL SURVEY.  IT APPARENTLY
 HO0559'HAS SHIFTED A COUPLE OF FEET FROM ITS ORIGINAL POSITION.
 HO0559'ORIGINAL POSITION WAS ESTIMATED AND CUT IN.
 HO0559'
 HO0559'THE AZIMUTH MARK IS ABOUT 175 YARDS ENE OF STATION, 45 FEET
 HO0559'FROM THE RIM NEAR A TRIANGULAR BLAZE IN A LARGE PINE TREE.
 HO0559'THE LINE WAS CLEARED FROM THE STATION.
 HO0559
 HO0559                          STATION RECOVERY (1964)
 HO0559
 HO0559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 HO0559'RECOVERED.
 HO0559'
 HO0559'STATION MARK--STANDARD BRONZE DISK, SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0536 ***********************************************************************
 JM0536  DESIGNATION -  PINNACLE
 JM0536  PID         -  JM0536
 JM0536  STATE/COUNTY-  UT/SAN JUAN
 JM0536  COUNTRY     -  US
 JM0536  USGS QUAD   -  DRUID ARCH (2017)
 JM0536
 JM0536                         *CURRENT SURVEY CONTROL
 JM0536  ______________________________________________________________________
 JM0536* NAD 83(1994) POSITION- 38 07 21.45448(N) 109 51 19.45282(W)   ADJUSTED
 JM0536* NAVD 88 ORTHO HEIGHT -  1835.3   (meters)     6021.    (feet) VERTCON3
 JM0536  ______________________________________________________________________
 JM0536  GEOID HEIGHT    -        -19.714 (meters)                     GEOID18
 JM0536  LAPLACE CORR    -          2.93  (seconds)                    DEFLEC18
 JM0536  HORZ ORDER      -  SECOND
 JM0536
 JM0536.The horizontal coordinates were established by classical geodetic methods
 JM0536.and adjusted by the National Geodetic Survey in November 1997.
 JM0536
 JM0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0536
 JM0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0536.GEOID18 height accuracy estimate available here.
 JM0536
 JM0536.Click photographs - Photos may exist for this station.
 JM0536
 JM0536.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0536
 JM0536. The following values were computed from the NAD 83(1994) position.
 JM0536
 JM0536;                    North         East     Units Scale Factor Converg.
 JM0536;SPC UT S     - 3,162,857.896   644,196.144   MT  0.99996871   +1 00 27.4
 JM0536;SPC UT S     -10,376,809.61  2,113,500.18   sFT  0.99996871   +1 00 27.4
 JM0536;UTM  12      - 4,220,039.495   600,326.545   MT  0.99972396   +0 42 24.0
 JM0536
 JM0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0536!SPC UT S     -   0.99971519  x   0.99996871  =   0.99968391
 JM0536!UTM  12      -   0.99971519  x   0.99972396  =   0.99943923
 JM0536
 JM0536:                Primary Azimuth Mark                     Grid Az
 JM0536:SPC UT S     -  CANDLESTICK SPIRE                        295 43 12.1
 JM0536:UTM  12      -  CANDLESTICK SPIRE                        296 01 15.5
 JM0536
 JM0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH0032620039(NAD 83)
 JM0536
 JM0536|---------------------------------------------------------------------|
 JM0536| PID    Reference Object                     Distance      Geod. Az  |
 JM0536|                                                           dddmmss.s |
 JM0536| JM0539 CANDLESTICK SPIRE                   APPROX.13.3 KM 2964339.5 |
 JM0536|---------------------------------------------------------------------|
 JM0536
 JM0536                          SUPERSEDED SURVEY CONTROL
 JM0536
 JM0536  NAD 83(1986)-  38 07 21.44588(N)    109 51 19.45377(W) AD(       ) 2
 JM0536  NAD 27      -  38 07 21.49337(N)    109 51 17.00489(W) AD(       ) 2
 JM0536  NGVD 29 (07/19/86) 1834.3    (m)         6018.     (f) VERT ANG       
 JM0536
 JM0536.Superseded values are not recommended for survey control.
 JM0536
 JM0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0536.See file dsdata.pdf to determine how the superseded data were derived.
 JM0536
 JM0536_MARKER: DD = SURVEY DISK
 JM0536_SETTING: 66 = SET IN ROCK OUTCROP
 JM0536_STAMPING: PINNACLE 1953
 JM0536_MARK LOGO: USGS
 JM0536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0536+STABILITY: POSITION/ELEVATION WELL
 JM0536
 JM0536  HISTORY     - Date     Condition        Report By
 JM0536  HISTORY     - 1963     MONUMENTED       USGS
 JM0536  HISTORY     - 1963     GOOD             USGS
 JM0536
 JM0536                          STATION DESCRIPTION
 JM0536
 JM0536'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (LGB)
 JM0536'THE STATION IS LOCATED ABOUT 35-1/2 MILES SOUTHWEST OF MOAB,
 JM0536'33 MILES NORTHWEST OF MONTICELLO, 5 MILES SOUTH SOUTHEAST
 JM0536'OF THE JUNCTION OF THE COLORADO AND GREEN RIVERS AND A LITTLE
 JM0536'NORTHWEST OF THE CENTER OF AN AREA KNOWN AS THE NEEDLES ON
 JM0536'THE TOP OF THE HIGHEST ONE OF A GROUP OF PINNACLES THAT
 JM0536'ARE ALTERNATELY COLORED RED AND WHITE.
 JM0536'
 JM0536'TO REACH THE STATION BY HELICOPTER FROM THE MONTICELLO AIRPORT
 JM0536'FLY NORTHWEST ON A TRUE COURSE OF 295 DEGREES FOR ABOUT
 JM0536'30-1/2 MILES TO THE GROUP OF PINNACLES AND THE STATION.
 JM0536'THE WALLS OF THE PINNACLE ARE VERTICAL AND THERE IS NO OTHER
 JM0536'FEASIBLE WAY TO REACH THE STATION EXCEPT BY HELICOPTER.
 JM0536'
 JM0536'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 JM0536'PINNACLE 1953, CEMENTED IN A DRILL HOLE IN BEDROCK ON THE
 JM0536'HIGHEST POINT OF THE PINNACLE.
 JM0536'
 JM0536'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 JM0536'DISK STAMPED 1 1953, CEMENTED IN A DRILL HOLE IN BEDROCK
 JM0536'ABOUT LEVEL WITH THE STATION.
 JM0536'
 JM0536'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 JM0536'DISK, STAMPED 2 1953, CEMENTED IN A DRILL HOLE IN BEDROCK
 JM0536'ABOUT 0.5 FEET LOWER THAN THE STATION.
 JM0536'
 JM0536'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 JM0536
 JM0536                          STATION RECOVERY (1963)
 JM0536
 JM0536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JM0536'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0474 ***********************************************************************
 JN0474  DESIGNATION -  PINNACLE
 JN0474  PID         -  JN0474
 JN0474  STATE/COUNTY-  UT/EMERY
 JN0474  COUNTRY     -  US
 JN0474  USGS QUAD   -  THE WICKIUP (2017)
 JN0474
 JN0474                         *CURRENT SURVEY CONTROL
 JN0474  ______________________________________________________________________
 JN0474* NAD 83(1994) POSITION- 38 58 27.56930(N) 110 43 58.11417(W)   ADJUSTED
 JN0474* NAVD 88 ORTHO HEIGHT -  2138.    (meters)     7014.    (feet) SCALED
 JN0474  ______________________________________________________________________
 JN0474  GEOID HEIGHT    -        -18.329 (meters)                     GEOID18
 JN0474  LAPLACE CORR    -         -3.71  (seconds)                    DEFLEC18
 JN0474  HORZ ORDER      -  SECOND
 JN0474
 JN0474.The horizontal coordinates were established by classical geodetic methods
 JN0474.and adjusted by the National Geodetic Survey in November 1997.
 JN0474
 JN0474.The orthometric height was scaled from a topographic map.
 JN0474
 JN0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0474.GEOID18 height accuracy estimate available here.
 JN0474
 JN0474.Click photographs - Photos may exist for this station.
 JN0474
 JN0474.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0474
 JN0474. The following values were computed from the NAD 83(1994) position.
 JN0474
 JN0474;                    North         East     Units Scale Factor Converg.
 JN0474;SPC UT C     - 2,071,449.013   566,482.864   MT  1.00001072   +0 29 29.2
 JN0474;SPC UT C     - 6,796,078.97  1,858,535.86   sFT  1.00001072   +0 29 29.2
 JN0474;UTM  12      - 4,313,961.329   523,144.872   MT  0.99960660   +0 10 05.0
 JN0474
 JN0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0474!SPC UT C     -   0.99966752  x   1.00001072  =   0.99967824
 JN0474!UTM  12      -   0.99966752  x   0.99960660  =   0.99927425
 JN0474
 JN0474:                Primary Azimuth Mark                     Grid Az
 JN0474:SPC UT C     -  SWAZY                                    331 32 36.9
 JN0474:UTM  12      -  SWAZY                                    331 52 01.1
 JN0474
 JN0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ2314413961(NAD 83)
 JN0474
 JN0474|---------------------------------------------------------------------|
 JN0474| PID    Reference Object                     Distance      Geod. Az  |
 JN0474|                                                           dddmmss.s |
 JN0474| CM7798 PINNACLE RM 1                         3.787 METERS 06804     |
 JN0474| CM7797 PINNACLE AZ MK                                     1121423.0 |
 JN0474| CM7799 PINNACLE RM 2                         7.723 METERS 21222     |
 JN0474| KN0494 SWAZY                               APPROX. 8.4 KM 3320206.1 |
 JN0474|---------------------------------------------------------------------|
 JN0474
 JN0474                          SUPERSEDED SURVEY CONTROL
 JN0474
 JN0474  NAD 83(1986)-  38 58 27.55944(N)    110 43 58.10836(W) AD(       ) 2
 JN0474  NAD 27      -  38 58 27.63700(N)    110 43 55.52500(W) AD(       ) 2
 JN0474
 JN0474.Superseded values are not recommended for survey control.
 JN0474
 JN0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0474.See file dsdata.pdf to determine how the superseded data were derived.
 JN0474
 JN0474_MARKER: DS = TRIANGULATION STATION DISK
 JN0474_SETTING: 66 = SET IN ROCK OUTCROP
 JN0474
 JN0474  HISTORY     - Date     Condition        Report By
 JN0474  HISTORY     - 1937     MONUMENTED       CGS
 JN0474  HISTORY     - 1938     GOOD             CGS
 JN0474  HISTORY     - 1952     GOOD             USGS
 JN0474
 JN0474                          STATION DESCRIPTION
 JN0474
 JN0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JN0474'ABOUT 23.0 MILES AIRLINE SE OF CASTLE DALE, UTAH, AND 29.5
 JN0474'MILES S OF HUNTINGTON, UTAH.  STATION IS LOCATED AT NE SIDE
 JN0474'OF A SOLID ROCK, PERPENDICULAR SIDE PINNACLE, WHICH IS HIGHEST
 JN0474'AND EASTERLY ONE OF TWO SUCH PINNACLES ON TOP OF A ROCKY BUTTE.
 JN0474'THIS BUTTE IS HIGHEST IN IMMEDIATE VICINITY AND PINNACLES MAKE
 JN0474'A VERY PROMINENT OBJECT BEING ABOUT 125 FEET ABOVE BUTTE.
 JN0474'
 JN0474'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN
 JN0474'OUTCROPPING BEDROCK AS DESCRIBED.  REFERENCE MARKS
 JN0474'ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK AS DESCRIBED.
 JN0474'
 JN0474'REFERENCE MARK NO. 1 IS 2 FEET LOWER AND NE OF STATION.
 JN0474'REFERENCE MARK NO. 2 IS SAME ELEVATION AND S OF STATION.
 JN0474'
 JN0474'AZIMUTH MARK IS A STANDARD DISK WELDED IN TOP OF A 3-INCH STEEL
 JN0474'PIPE 30 INCHES LONG SUNK SECURELY IN GROUND.  IT IS ABOUT 1.0
 JN0474'MILE SE OF STATION, 10 YARDS S OF DIM TRAIL ROAD TO STATION
 JN0474'0.85 MILE NE OF POINT OF LEAVING TRAIL ROAD.
 JN0474'
 JN0474'TO REACH STATION FROM CASTLE DALE, UTAH, GO E AND N ON U.S. 50,
 JN0474'1.5 MILES TO BUCKHORN TRUCK TRAIL.  THENCE TURN R, E, AND GO 22.65
 JN0474'MILES TO FORKS AT CALF CANYON SPIKE CAMP SIGN.  TAKE R FORK AND
 JN0474'GO 8.2 MILES OR 6.0 MILES S OF SAN RAFAEL RIVER BRIDGE, TO A
 JN0474'DIM TRACK ROAD FORKING TO R.  THENCE BEAR R ON THIS TRACK ROAD
 JN0474'AND GO 0.6 MILE TO FORKS.  THENCE TAKE L FORK AND GO 2.2 MILES
 JN0474'TO FORKS.  THENCE TAKE R FORK AND GO 1.3 MILES TO A SMALL
 JN0474'TREE-LINED WASH.  HERE LEAVE ROAD, TURN R, N, JUST BEFORE
 JN0474'CROSSING WASH AND DRIVE CROSS-COUNTRY TOWARD PINNACLES 0.9 MILE
 JN0474'TO FOOT OF BUTTE AT ONLY PLACE POSSIBLE TO CLIMB WITHOUT
 JN0474'ENCOUNTERING CLIFFS AND END OF TRUCK TRAVEL.  CLIMB TALUS
 JN0474'SLOPE TO AN EXPOSED, HORIZONTAL, SOFT, RED STRATUM ABOUT 75 FEET
 JN0474'BELOW BASE OF RIMROCK.  HERE HEAD L, W, FOR W BASE OF VERTICAL
 JN0474'RIMROCK.  GO AROUND BASE AND KEEP TO R ALONG N BASE OF
 JN0474'RIM ABOUT 300 YARDS TO TWO LARGE FIR TREES.  ABOUT 25 YARDS
 JN0474'SW OF FIR TREES FIND CHUTE THRU FIRST BENCH OF SANDSTONE
 JN0474'ABOUT 12 FEET HIGH.  KEEP STRAIGHT UP STEEP SLOPE ABOUT 100
 JN0474'FEET TO ANOTHER ALMOST VERTICAL BENCH.  CLIMB BY AID OF
 JN0474'BLOWHOLE HAND HOLDS.  CONTINUE UP SLOPE BEARING TO L TO
 JN0474'STATION.  A ROPE SHOULD BE USED TO AID IN CLIMBING THIS
 JN0474'STATION FOR THERE ARE TWO OR THREE RATHER DANGEROUS PLACES.
 JN0474
 JN0474                          STATION RECOVERY (1938)
 JN0474
 JN0474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JN0474'STATION IS ABOUT 23.0 MILES AIRLINE SE OF CASTLE DALE, UTAH,
 JN0474'AND ABOUT 29.5 MILES S OF HUNTINGTON, UTAH.  IT IS LOCATED ON
 JN0474'NE SIDE OF A SOLID ROCK, PERPENDICULAR SIDE PINNACLE, WHICH IS
 JN0474'HIGHEST AND MOST EASTERLY ONE OF TWO SUCH PINNACLES ON TOP OF
 JN0474'A ROCKY BUTTE.
 JN0474'
 JN0474'TO REACH STATION FROM CASTLE DALE, UTAH, GO E AND N ON U.S. 50,
 JN0474'1.5 MILES TO BUCKHORN TRAIL.  THENCE TURN R, E, AND GO 15.4
 JN0474'MILES TO A FORK.  HERE TAKE R FORK AND GO 7.2 MILES THRU A CANYON
 JN0474'TO ANOTHER FORK.  THENCE TAKE R FORK, MAIN-TRAVELED ROAD, AND
 JN0474'GO 2.2 MILES TO A BRIDGE OVER SAN RAFAEL RIVER.  CONTINUE
 JN0474'STRAIGHT AHEAD 6.0 MILES TO A DIM TRACK ROAD FORKING TO R.  TURN
 JN0474'R ON DIM ROAD AND GO 0.6 MILE TO A FORK.  THENCE TAKE L FORK
 JN0474'AND GO 2.2 MILES TO ANOTHER FORK.  THENCE TAKE R FORK AND GO
 JN0474'1.3 MILES TO A SMALL TREE-LINED WASH.  HERE LEAVE ROAD, TURN
 JN0474'R, NORTHERLY, JUST BEFORE CROSSING WASH AND DRIVE ACROSS
 JN0474'COUNTRY TOWARD PINNACLES, AND GO ABOUT 0.9 MILE TO FOOT OF BUTTE AT
 JN0474'ONLY POSSIBLE PLACE TO CLIMB WITHOUT ENCOUNTERING CLIFFS, AND
 JN0474'END OF TRUCK TRAVEL.  FROM HERE CLIMB TALUS SLOPE TO AN EXPOSED,
 JN0474'HORIZONTAL, SOFT, RED STRATUM ABOUT 75 FEET BELOW BASE OF
 JN0474'RIMROCK.  HERE HEAD L, WESTERLY, AND CONTINUE TOWARD W
 JN0474'BASE OF VERTICAL RIMROCK.  GO AROUND BASE AND KEEP TO R
 JN0474'ALONG N BASE OF RIMROCK, ABOUT 300 YARDS TO TWO LARGE FIR
 JN0474'TREES.  ABOUT 25 YARDS SW OF FIR TREES FIND A CHUTE THRU
 JN0474'FIRST BENCH OF SANDSTONE ABOUT 12 FEET HIGH.  CONTINUE
 JN0474'STRAIGHT UP STEEP SLOPE ABOUT 100 FEET TO ANOTHER VERTICAL
 JN0474'BENCH.  CLIMB BY AID OF BLOWHOLE HAND HOLDS AND
 JN0474'CONTINUE UP SLOPE BEARING TO L AND STATION SITE.  A ROPE SHOULD
 JN0474'BE USED TO AID IN CLIMBING THIS STATION.
 JN0474'
 JN0474'REFERENCE MARK NO. 1 IS NE OF STATION AND ABOUT 2 FEET LOWER
 JN0474'IN ELEVATION.  REFERENCE MARK NO. 2 IS S OF STATION AT ABOUT
 JN0474'SAME ELEVATION.
 JN0474'
 JN0474'AZIMUTH MARK IS A STANDARD DISK WELDED ONTO TOP OF A 3-INCH
 JN0474'STEEL PIPE ABOUT 30 INCHES LONG, SUNK SECURELY IN GROUND.  IT
 JN0474'IS ABOUT 1.0 MILE SE OF STATION AND ABOUT 1500 FEET LOWER IN
 JN0474'ELEVATION.
 JN0474'
 JN0474'STATION AND REFERENCE MARKS ARE DESCRIBED.
 JN0474
 JN0474                          STATION RECOVERY (1952)
 JN0474
 JN0474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 JN0474'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0599 ***********************************************************************
 JO0599  DESIGNATION -  PINON
 JO0599  PID         -  JO0599
 JO0599  STATE/COUNTY-  UT/MILLARD
 JO0599  COUNTRY     -  US
 JO0599  USGS QUAD   -  BIG JENSEN PASS (2017)
 JO0599
 JO0599                         *CURRENT SURVEY CONTROL
 JO0599  ______________________________________________________________________
 JO0599* NAD 83(1994) POSITION- 38 50 16.55678(N) 113 51 40.11136(W)   ADJUSTED
 JO0599* NAVD 88 ORTHO HEIGHT -  2333.3   (meters)     7655.    (feet) VERTCON3
 JO0599  ______________________________________________________________________
 JO0599  GEOID HEIGHT    -        -20.485 (meters)                     GEOID18
 JO0599  LAPLACE CORR    -          2.09  (seconds)                    DEFLEC18
 JO0599  HORZ ORDER      -  THIRD
 JO0599
 JO0599.The horizontal coordinates were established by classical geodetic methods
 JO0599.and adjusted by the National Geodetic Survey in November 1997.
 JO0599
 JO0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0599
 JO0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0599.GEOID18 height accuracy estimate available here.
 JO0599
 JO0599.Click photographs - Photos may exist for this station.
 JO0599
 JO0599.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0599
 JO0599. The following values were computed from the NAD 83(1994) position.
 JO0599
 JO0599;                    North         East     Units Scale Factor Converg.
 JO0599;SPC UT C     - 2,058,727.840   295,010.756   MT  1.00004890   -1 30 45.0
 JO0599;SPC UT C     - 6,754,342.92    967,881.12   sFT  1.00004890   -1 30 45.0
 JO0599;UTM  12      - 4,302,682.306   251,662.246   MT  1.00035949   -1 47 42.7
 JO0599
 JO0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0599!SPC UT C     -   0.99963726  x   1.00004890  =   0.99968614
 JO0599!UTM  12      -   0.99963726  x   1.00035949  =   0.99999662
 JO0599
 JO0599:                Primary Azimuth Mark                     Grid Az
 JO0599:SPC UT C     -  JUNIPER                                  099 50 53.3
 JO0599:UTM  12      -  JUNIPER                                  100 07 51.0
 JO0599
 JO0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ5166202682(NAD 83)
 JO0599
 JO0599|---------------------------------------------------------------------|
 JO0599| PID    Reference Object                     Distance      Geod. Az  |
 JO0599|                                                           dddmmss.s |
 JO0599| JO0598 JUNIPER                             APPROX. 4.5 KM 0982008.3 |
 JO0599|---------------------------------------------------------------------|
 JO0599
 JO0599                          SUPERSEDED SURVEY CONTROL
 JO0599
 JO0599  NAD 83(1986)-  38 50 16.55002(N)    113 51 40.10918(W) AD(       ) 3
 JO0599  NAD 27      -  38 50 16.72591(N)    113 51 37.17348(W) AD(       ) 3
 JO0599  NGVD 29 (07/19/86) 2332.0    (m)         7651.     (f) VERT ANG       
 JO0599
 JO0599.Superseded values are not recommended for survey control.
 JO0599
 JO0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0599.See file dsdata.pdf to determine how the superseded data were derived.
 JO0599
 JO0599_MARKER: DD = SURVEY DISK
 JO0599_SETTING: 66 = SET IN ROCK OUTCROP
 JO0599_STAMPING: PINON 1958
 JO0599_MARK LOGO: USGS
 JO0599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0599+STABILITY: POSITION/ELEVATION WELL
 JO0599
 JO0599  HISTORY     - Date     Condition        Report By
 JO0599  HISTORY     - 1958     MONUMENTED       USGS
 JO0599
 JO0599                          STATION DESCRIPTION
 JO0599
 JO0599'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JO0599'LOCATED ABOUT 55.0 MI. NW. OF MILFORD, UTAH, 8.0 MI. SE. OF GARRISON,
 JO0599'0.9 MI. NE. OF THE HIGHEST PEAK IN THE AREA, ON THE S. END OF A N-S.
 JO0599'RIDGE.
 JO0599'
 JO0599'TO REACH FROM THE VICINITY OF GARRISON POST OFFICE, DRIVE N. ON STATE
 JO0599'HIGHWAY 21 FOR 0.4 MI., TURN RIGHT ONTO GRAVEL RD. AT STATE HIGHWAY
 JO0599'EQUIPMENT SHED AND PROCEED E. FOR 0.1 MI., TURN LEFT (N.) ON GRAVELED
 JO0599'RD. 0.9 MI., TAKE RIGHT FORK NE. AROUND CURVE FOR 0.1 MI., TAKE LEFT
 JO0599'FORK AND GO NE. AND E. FOR 11.0 MI. TO NGS TRIANGULATION STATION
 JO0599'---CEUAR--- WHICH IS 121 FT. S. OF THE RD., CONTINUE E. ON GRAVELED
 JO0599'RD. 0.4 MI., TURN RIGHT (S.) ON DIRT RD. 3.4 MI., TAKE LEFT FORK AND
 JO0599'CONTINUE S. ON MAIN RD. 0.8 MI. TO EARTH DAM AND RESERVOIR ON LEFT,
 JO0599'CONTINUE S. 0.2 MI., TAKE LEFT FORK (S.) ON MAIN RD. 0.9 MI., TAKE
 JO0599'LEFT FORK (E.) FOR 1.5 MI., TAKE LEFT FORK (E.) FOR 0.6 MI. TO GATE,
 JO0599'PASS THROUGH GATE AND CONTINUE S. AND E. FOR 1.5 MI., TAKE LEFT FORK
 JO0599'AND GO E. FOR 0.7 MI. TO JUNCTION WITH RD. N., CONTINUE STRAIGHT
 JO0599'AHEAD 0.9 MI., TAKE RIGHT FORK SE. FOR 1.3 MI., TURN RIGHT ON DIRT
 JO0599'RD. JUST BEFORE CROSSING GULLY AND GO W. ALONG DRAIN 0.4 MI. TO DRAIN
 JO0599'FORKS AND END OF 4-WHEEL DRIVE TRUCK TRAVEL.  PACK UP RIGHT DRAIN FORK
 JO0599'(W.) FOR 0.7 MI. TO DIVIDE AT HEAD OF DRAIN, PROCEED NE. UP HILLSIDE
 JO0599'0.3 MI. TO SADDLE.  STATION IS ON FIRST POINT TO THE NW. WHICH IS THE
 JO0599'S. END OF A N-S. RIDGE.  (TWO SLIGHTLY HIGHER TOPS LIE TO THE SE. OF
 JO0599'THE STATION.)  A 40 MINUTE PACK.
 JO0599'
 JO0599'STATION MARK--STANDARD TABLET, STAMPED ---PINON 1958---, CEMENTED IN
 JO0599'OUTCROPPING BEDROCK.
 JO0599'
 JO0599'REFERENCE MARK NO. 1--STANDARD TABLET, STAMPED ---NO 1 1958---,
 JO0599'CEMENTED IN OUTCROPPING BEDROCK, ABOUT 3 FT. LOWER THAN STATION MARK.
 JO0599'
 JO0599'REFERENCE MARK NO. 2--STANDARD TABLET, STAMPED ---NO 2 1958---,
 JO0599'CEMENTED IN OUTCROPPING BEDROCK, ABOUT 4 FT. LOWER THAN STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0517 ***********************************************************************
 JM0517  DESIGNATION -  PINON 2
 JM0517  PID         -  JM0517
 JM0517  STATE/COUNTY-  UT/SAN JUAN
 JM0517  COUNTRY     -  US
 JM0517  USGS QUAD   -  EIGHTMILE ROCK (2017)
 JM0517
 JM0517                         *CURRENT SURVEY CONTROL
 JM0517  ______________________________________________________________________
 JM0517* NAD 83(1994) POSITION- 38 18 09.70105(N) 109 35 21.15888(W)   ADJUSTED
 JM0517* NAVD 88 ORTHO HEIGHT -  1929.4   (meters)     6330.    (feet) VERTCON3
 JM0517  ______________________________________________________________________
 JM0517  GEOID HEIGHT    -        -19.540 (meters)                     GEOID18
 JM0517  LAPLACE CORR    -          6.34  (seconds)                    DEFLEC18
 JM0517  HORZ ORDER      -  SECOND
 JM0517
 JM0517.The horizontal coordinates were established by classical geodetic methods
 JM0517.and adjusted by the National Geodetic Survey in November 1997.
 JM0517
 JM0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0517
 JM0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0517.GEOID18 height accuracy estimate available here.
 JM0517
 JM0517.Click photographs - Photos may exist for this station.
 JM0517
 JM0517.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0517
 JM0517. The following values were computed from the NAD 83(1994) position.
 JM0517
 JM0517;                    North         East     Units Scale Factor Converg.
 JM0517;SPC UT S     - 3,183,284.679   667,124.199   MT  0.99999219   +1 10 14.6
 JM0517;SPC UT S     -10,443,826.48  2,188,723.31   sFT  0.99999219   +1 10 14.6
 JM0517;UTM  12      - 4,240,341.911   623,355.587   MT  0.99978740   +0 52 28.3
 JM0517
 JM0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0517!SPC UT S     -   0.99970042  x   0.99999219  =   0.99969262
 JM0517!UTM  12      -   0.99970042  x   0.99978740  =   0.99948789
 JM0517
 JM0517:                Primary Azimuth Mark                     Grid Az
 JM0517:SPC UT S     -  8 MILE                                   149 19 12.6
 JM0517:UTM  12      -  8 MILE                                   149 36 58.9
 JM0517
 JM0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH2335540341(NAD 83)
 JM0517
 JM0517|---------------------------------------------------------------------|
 JM0517| PID    Reference Object                     Distance      Geod. Az  |
 JM0517|                                                           dddmmss.s |
 JM0517| JM0516 8 MILE                              APPROX. 3.6 KM 1502927.2 |
 JM0517|---------------------------------------------------------------------|
 JM0517
 JM0517                          SUPERSEDED SURVEY CONTROL
 JM0517
 JM0517  NAD 83(1986)-  38 18 09.69188(N)    109 35 21.15828(W) AD(       ) 2
 JM0517  NAD 27      -  38 18 09.74886(N)    109 35 18.74204(W) AD(       ) 2
 JM0517  NGVD 29 (07/19/86) 1928.3    (m)         6326.     (f) VERT ANG       
 JM0517
 JM0517.Superseded values are not recommended for survey control.
 JM0517
 JM0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0517.See file dsdata.pdf to determine how the superseded data were derived.
 JM0517
 JM0517_MARKER: DB = BENCH MARK DISK
 JM0517_SETTING: 80 = SET IN A BOULDER
 JM0517_STAMPING: PINON 2 1954
 JM0517_MARK LOGO: USGS
 JM0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0517+STABILITY: SURFACE MOTION
 JM0517
 JM0517  HISTORY     - Date     Condition        Report By
 JM0517  HISTORY     - 1954     MONUMENTED       USGS
 JM0517  HISTORY     - 1972     GOOD             USACE
 JM0517
 JM0517                          STATION DESCRIPTION
 JM0517
 JM0517'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0517'LOCATED ABOUT 19 MI. SSW. OF MOAB, 9 MI. NW. OF HATCH ROCK, 0.25 MI.
 JM0517'SW. OF RD., ON APPROXIMATELY THE HIGHEST POINT OF LOW SPARSELY
 JM0517'TIMBERED RIDGE WITH SCATTERED DEAD TREES TO THE E. OF STATION.
 JM0517'
 JM0517'TO REACH FROM COUNTY COURTHOUSE IN MOAB, DRIVE S. ON U.S. HIGHWAY 160
 JM0517'FOR 22.7 MI. TO LA SAL JUNCTION, CONTINUE ON HIGHWAY FOR 6.3 MI. TO
 JM0517'T-RD. W., TURN RIGHT LEAVING HIGHWAY FOR 2.1 MI. TO T-RD. N., CONTINUE
 JM0517'STRAIGHT AHEAD 4.2 MI. TO Y-FORK, KEEP RIGHT FORK 5.7 MI. TO Y-FORK,
 JM0517'TRAVEL 3.5 MI. TO TRACK RD. LEFT, FOLLOW TRACK RD. AROUND TO S. OF
 JM0517'TOP, THENCE 0.5 MI. TO TOP AND STATION.
 JM0517'
 JM0517'STATION MARK--STANDARD ALUMINUM TABLET STAMPED ---PINON 2 1954---
 JM0517'SET IN BURIED BOULDER 0.2 FT. BELOW GROUND.
 JM0517'
 JM0517'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 JM0517'1--- SET IN BURIED BOULDER FLUSH WITH GROUND, 13.29 FT. FROM STATION
 JM0517'MARK, S 27 DEG 21 MIN W.
 JM0517'
 JM0517'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN TRIANGLE-BLAZED TREE,
 JM0517'47.55 FT. FROM STATION MARK, N 00 DEG 48 MIN W.
 JM0517'
 JM0517'REFERENCE MARK NO. 3--COPPER NAIL AND WASHER IN DEAD TRIANGLE-BLAZED
 JM0517'TREE, 35.51 FT. FROM STATION MARK, S 83 DEG 41 MIN E.
 JM0517'
 JM0517'NOTE--THIS STATION IS WITHIN A FEW FT. OF THE POSITION OF ---PINON
 JM0517'1934---, WHICH WAS SEARCHED FOR
 JM0517'BUT NOT FOUND.  THE THREE REFERENCE MARKS FOR THIS STATION ARE THOSE
 JM0517'SET ORIGINALLY FOR ---PINON 1934---.  IT APPEARS FROM THE 1954
 JM0517'MEASUREMENTS THAT REFERENCE MARK NO. 1 HAS BEEN MOVED SEVERAL FT.
 JM0517
 JM0517                          STATION RECOVERY (1972)
 JM0517
 JM0517'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1972
 JM0517'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN
 JM0517'GOOD CONDITION.
 JM0517'
 JM0517'UNABLE TO LOCATE REFERENCE MARKS NO. 2 AND NO. 3.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0638 ***********************************************************************
 HO0638  DESIGNATION -  PINTO
 HO0638  PID         -  HO0638
 HO0638  STATE/COUNTY-  UT/WASHINGTON
 HO0638  COUNTRY     -  US
 HO0638  USGS QUAD   -  PINTO (2017)
 HO0638
 HO0638                         *CURRENT SURVEY CONTROL
 HO0638  ______________________________________________________________________
 HO0638* NAD 83(1994) POSITION- 37 34 15.32730(N) 113 31 20.69453(W)   ADJUSTED
 HO0638* NAVD 88 ORTHO HEIGHT -  2116.2   (meters)     6943.    (feet) VERTCON3
 HO0638  ______________________________________________________________________
 HO0638  GEOID HEIGHT    -        -22.743 (meters)                     GEOID18
 HO0638  LAPLACE CORR    -          7.68  (seconds)                    DEFLEC18
 HO0638  HORZ ORDER      -  THIRD
 HO0638
 HO0638.The horizontal coordinates were established by classical geodetic methods
 HO0638.and adjusted by the National Geodetic Survey in November 1997.
 HO0638
 HO0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0638
 HO0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0638.GEOID18 height accuracy estimate available here.
 HO0638
 HO0638.Click photographs - Photos may exist for this station.
 HO0638
 HO0638.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0638
 HO0638. The following values were computed from the NAD 83(1994) position.
 HO0638
 HO0638;                    North         East     Units Scale Factor Converg.
 HO0638;SPC UT S     - 3,102,289.032   321,357.724   MT  0.99995818   -1 14 20.8
 HO0638;SPC UT S     -10,178,093.27  1,054,321.13   sFT  0.99995818   -1 14 20.8
 HO0638;UTM  12      - 4,161,200.906   277,235.962   MT  1.00021128   -1 32 19.2
 HO0638
 HO0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0638!SPC UT S     -   0.99967160  x   0.99995818  =   0.99962980
 HO0638!UTM  12      -   0.99967160  x   1.00021128  =   0.99988282
 HO0638
 HO0638:                Primary Azimuth Mark                     Grid Az
 HO0638:SPC UT S     -  HARRISON                                 012 34 13.9
 HO0638:UTM  12      -  HARRISON                                 012 52 12.3
 HO0638
 HO0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG7723561200(NAD 83)
 HO0638
 HO0638|---------------------------------------------------------------------|
 HO0638| PID    Reference Object                     Distance      Geod. Az  |
 HO0638|                                                           dddmmss.s |
 HO0638| HO0637 HARRISON                            APPROX. 6.1 KM 0111953.1 |
 HO0638|---------------------------------------------------------------------|
 HO0638
 HO0638                          SUPERSEDED SURVEY CONTROL
 HO0638
 HO0638  NAD 83(1986)-  37 34 15.32466(N)    113 31 20.68996(W) AD(       ) 3
 HO0638  NAD 27      -  37 34 15.41443(N)    113 31 17.84415(W) AD(       ) 3
 HO0638  NGVD 29 (07/19/86) 2115.0    (m)         6939.     (f) VERT ANG       
 HO0638
 HO0638.Superseded values are not recommended for survey control.
 HO0638
 HO0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0638.See file dsdata.pdf to determine how the superseded data were derived.
 HO0638
 HO0638_MARKER: DB = BENCH MARK DISK
 HO0638_SETTING: 66 = SET IN ROCK OUTCROP
 HO0638_STAMPING: PINTO 1948
 HO0638_MARK LOGO: USGS
 HO0638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0638+STABILITY: POSITION/ELEVATION WELL
 HO0638
 HO0638  HISTORY     - Date     Condition        Report By
 HO0638  HISTORY     - 1948     MONUMENTED       USGS
 HO0638  HISTORY     - 20190531 GOOD             INDIV
 HO0638
 HO0638                          STATION DESCRIPTION
 HO0638
 HO0638'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 HO0638'LOCATED ABOUT 6.8 MI. SSE. OF NEWCASTLE, 2.2 MI. N. OF PINTO, ABOUT
 HO0638'0.5 MI. E. OF MAIN RD., ON FIRST HIGH TOP ON SW. END OF WOODED RIDGE.
 HO0638'
 HO0638'TO REACH FROM NEWCASTLE SCHOOLHOUSE, DRIVE SE. 10.0 MI. ON PINTO ROAD
 HO0638'TO POINT WHERE A LONG RIDGE EXTENDS W. TO MEET RD. AND END TRUCK
 HO0638'TRAVEL.  PACK E. UP STEEP ROCKY SLOPE TO FIRST HIGH TOP AND STATION.
 HO0638'A 45 MINUTE PACK.
 HO0638'
 HO0638'STATION MARK--STANDARD TABLET, STAMPED ---PINTO 1948---, CEMENTED IN
 HO0638'LARGE FLAT ROCK.
 HO0638'
 HO0638'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0638'1---, CEMENTED IN ROCK OUTCROP.
 HO0638'
 HO0638'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0638'2---, CEMENTED IN ROCK OUTCROP.
 HO0638
 HO0638                          STATION RECOVERY (2019)
 HO0638
 HO0638'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (TWG)
 HO0638'THE 1948 TO REACH INSTRUCTIONS WORK PERFECTLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0729 ***********************************************************************
 MR0729  DESIGNATION -  PISGAH
 MR0729  PID         -  MR0729
 MR0729  STATE/COUNTY-  UT/BOX ELDER
 MR0729  COUNTRY     -  US
 MR0729  USGS QUAD   -  MOUNT PISGAH (2017)
 MR0729
 MR0729                         *CURRENT SURVEY CONTROL
 MR0729  ______________________________________________________________________
 MR0729* NAD 83(1994) POSITION- 41 33 03.55952(N) 111 56 13.02209(W)   ADJUSTED
 MR0729* NAVD 88 ORTHO HEIGHT -  2177.4   (meters)     7144.    (feet) VERTCON3
 MR0729  ______________________________________________________________________
 MR0729  GEOID HEIGHT    -        -15.637 (meters)                     GEOID18
 MR0729  LAPLACE CORR    -          3.87  (seconds)                    DEFLEC18
 MR0729  HORZ ORDER      -  SECOND
 MR0729
 MR0729.The horizontal coordinates were established by classical geodetic methods
 MR0729.and adjusted by the National Geodetic Survey in November 1997.
 MR0729
 MR0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0729
 MR0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0729.GEOID18 height accuracy estimate available here.
 MR0729
 MR0729.Click photographs - Photos may exist for this station.
 MR0729
 MR0729.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0729
 MR0729. The following values were computed from the NAD 83(1994) position.
 MR0729
 MR0729;                    North         East     Units Scale Factor Converg.
 MR0729;SPC UT N     - 1,135,314.329   463,546.159   MT  0.99997054   -0 17 17.2
 MR0729;SPC UT N     - 3,724,777.09  1,520,817.69   sFT  0.99997054   -0 17 17.2
 MR0729;UTM  12      - 4,600,348.772   421,860.453   MT  0.99967514   -0 37 17.4
 MR0729
 MR0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0729!SPC UT N     -   0.99966104  x   0.99997054  =   0.99963159
 MR0729!UTM  12      -   0.99966104  x   0.99967514  =   0.99933629
 MR0729
 MR0729:                Primary Azimuth Mark                     Grid Az
 MR0729:SPC UT N     -  PISGAH AZ MK                             255 06 21.4
 MR0729:UTM  12      -  PISGAH AZ MK                             255 26 21.6
 MR0729
 MR0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2186000348(NAD 83)
 MR0729
 MR0729|---------------------------------------------------------------------|
 MR0729| PID    Reference Object                     Distance      Geod. Az  |
 MR0729|                                                           dddmmss.s |
 MR0729| MR0725 LOGAN UTAH COLL AGRIC BLDG CUP      APPROX.23.4 KM 0254745.0 |
 MR0729| CM5770 PISGAH RM 1                          14.295 METERS 15251     |
 MR0729| CM5769 PISGAH AZ MK                                       2544904.2 |
 MR0729| CM5771 PISGAH RM 2                           8.969 METERS 27919     |
 MR0729|---------------------------------------------------------------------|
 MR0729
 MR0729                          SUPERSEDED SURVEY CONTROL
 MR0729
 MR0729  NAD 83(1993)-  41 33 03.55967(N)    111 56 13.02034(W) AD(       ) 2
 MR0729  NAD 83(1986)-  41 33 03.55052(N)    111 56 13.01042(W) AD(       ) 2
 MR0729  NAD 27      -  41 33 03.78880(N)    111 56 10.20550(W) AD(       ) 2
 MR0729  NGVD 29 (07/19/86) 2176.3    (m)         7140.     (f) VERT ANG       
 MR0729
 MR0729.Superseded values are not recommended for survey control.
 MR0729
 MR0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0729.See file dsdata.pdf to determine how the superseded data were derived.
 MR0729
 MR0729_MARKER: DD = SURVEY DISK
 MR0729_SETTING: 66 = SET IN ROCK OUTCROP
 MR0729
 MR0729  HISTORY     - Date     Condition        Report By
 MR0729  HISTORY     - 1963     MONUMENTED       USGS
 MR0729
 MR0729                          STATION DESCRIPTION
 MR0729
 MR0729'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (JCC)
 MR0729'STATION IS LOCATED ON THE HIGHEST POINT OF MOUNT PISGAH, WHICH
 MR0729'IS A GRASSY COVERED RIDGE WITH HEAVY BRUSH TIMBER ON THE EAST
 MR0729'SLOPE.  IT IS ABOUT 7 MILES SOUTHWEST OF HYRUM, 5 MILES
 MR0729'NORTHEAST OF BRIGHAM CITY, 3/4 MILE EAST OF U.S. HIGHWAYS
 MR0729'91 AND 89.
 MR0729'
 MR0729'TO REACH FROM THE JUNCTION OF HIGHWAY 30S, 191, 89, AND 91
 MR0729'IN BRIGHAM CITY, GO EAST, AND THEN NORTH ON HIGHWAYS 89 AND
 MR0729'91 FOR 7.4 MILES TO AZIMUTH MARK ON THE LEFT, CONTINUE AHEAD,
 MR0729'EAST, FOR 0.2 MILE TO SUMMIT AND EQUIPMENT SHED ON THE RIGHT,
 MR0729'CONTINUE AHEAD, EAST, FOR 0.2 MILE TO A SIDE ROAD RIGHT, MAKE
 MR0729'A U TURN TO THE RIGHT AND GO UP DITCH FOR ABOUT 50 FEET TO A
 MR0729'DOWN FENCE ON THE LEFT.  TURN LEFT THRU THE DOWN FENCE AND GO
 MR0729'SOUTHWEST WORKING YOU WAY UP TO RIDGE FOR 0.2 MILE TO A POINT
 MR0729'WHERE A TELEPHONE LINE CROSSES THE RIDGE AND END OF TRUCK
 MR0729'TRAVEL.  FROM HERE PACK EAST AND SOUTHEAST TO HIGHEST POINT
 MR0729'AND STATION.  IT IS ABOUT 1-1/2 MILES AND A 1-1/2 HOUR
 MR0729'PACK.
 MR0729'
 MR0729'STATION IS A U.S. GEOLOGICAL SURVEY BENCH MARK BRONZE DISK
 MR0729'STAMPED, PISGAH 1945, CEMENTED IN A DRILL HOLE IN A 4 X 6 INCH
 MR0729'OUTCROPPING ROCK PROJECTING 2 INCHES.  IT IS 19 FEET SOUTH OF
 MR0729'THE HIGHEST POINT AND ABOUT 2 FEET LOWER.
 MR0729'
 MR0729'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 MR0729'DISK STAMPED, R.M. 1, CEMENTED IN A DRILL HOLE IN A 1 X 2
 MR0729'FOOT OUTCROPPING ROCK PROJECTING 2 INCHES.  IT IS 65 FEET
 MR0729'SOUTHEAST OF THE HIGHEST POINT AND ABOUT 4 FEET LOWER THAN
 MR0729'THE STATION.
 MR0729'
 MR0729'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, PISGAH USGS
 MR0729'NO 2, CEMENTED IN A DRILL HOLE IN A 1 FOOT X 3 INCH ROCK
 MR0729'OUTCROP PROJECTING 3 INCHES, AND ABOUT 4 FEET LOWER THAN THE
 MR0729'STATION.  IT IS 33 FEET WEST OF THE HIGHEST POINT.
 MR0729'
 MR0729'AZIMUTH MARK IS A STANDARD DISK STAMPED, PISGAH USGS 1963,
 MR0729'CEMENTED IN A DRILL HOLE IN A ROCK WALL PROJECTING 2 FEET AND
 MR0729'ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  IT IS 54 FEET NORTHWEST
 MR0729'OF THE CENTERLINE OF U.S. HIGHWAY 91, 21 FEET EAST OF A FENCE
 MR0729'AND ABOUT 15 FEET BELOW THE FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0903 ***********************************************************************
 HN0903  DESIGNATION -  PIUTE
 HN0903  PID         -  HN0903
 HN0903  STATE/COUNTY-  UT/SAN JUAN
 HN0903  COUNTRY     -  US
 HN0903  USGS QUAD   -  NO MANS MESA NORTH (2017)
 HN0903
 HN0903                         *CURRENT SURVEY CONTROL
 HN0903  ______________________________________________________________________
 HN0903* NAD 83(1994) POSITION- 37 10 15.95895(N) 110 35 39.93603(W)   ADJUSTED
 HN0903* NAVD 88 ORTHO HEIGHT -  1811.6   (meters)     5944.    (feet) VERTCON3
 HN0903  ______________________________________________________________________
 HN0903  GEOID HEIGHT    -        -21.999 (meters)                     GEOID18
 HN0903  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 HN0903  HORZ ORDER      -  SECOND
 HN0903
 HN0903.The horizontal coordinates were established by classical geodetic methods
 HN0903.and adjusted by the National Geodetic Survey in November 1997.
 HN0903
 HN0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0903
 HN0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0903.GEOID18 height accuracy estimate available here.
 HN0903
 HN0903.Click photographs - Photos may exist for this station.
 HN0903
 HN0903.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0903
 HN0903. The following values were computed from the NAD 83(1994) position.
 HN0903
 HN0903;                    North         East     Units Scale Factor Converg.
 HN0903;SPC UT S     - 3,056,373.214   580,425.019   MT  1.00000813   +0 33 17.4
 HN0903;SPC UT S     -10,027,451.12  1,904,277.75   sFT  1.00000813   +0 33 17.4
 HN0903;UTM  12      - 4,113,930.287   536,005.382   MT  0.99961597   +0 14 42.2
 HN0903
 HN0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0903!SPC UT S     -   0.99971925  x   1.00000813  =   0.99972737
 HN0903!UTM  12      -   0.99971925  x   0.99961597  =   0.99933532
 HN0903
 HN0903:                Primary Azimuth Mark                     Grid Az
 HN0903:SPC UT S     -  PIUTE AZ MK                              337 47 45.9
 HN0903:UTM  12      -  PIUTE AZ MK                              338 06 21.1
 HN0903
 HN0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG3600513930(NAD 83)
 HN0903
 HN0903|---------------------------------------------------------------------|
 HN0903| PID    Reference Object                     Distance      Geod. Az  |
 HN0903|                                                           dddmmss.s |
 HN0903| CM6931 PIUTE RM 1                            6.966 METERS 09950     |
 HN0903| CM6932 PIUTE RM 2                            5.562 METERS 22139     |
 HN0903| CM6930 PIUTE AZ MK                                        3382103.3 |
 HN0903|---------------------------------------------------------------------|
 HN0903
 HN0903                          SUPERSEDED SURVEY CONTROL
 HN0903
 HN0903  NAD 83(1992)-  37 10 15.95529(N)    110 35 39.93687(W) AD(       ) 2
 HN0903  NAD 83(1986)-  37 10 15.95503(N)    110 35 39.93623(W) AD(       ) 2
 HN0903  NAD 27      -  37 10 15.97099(N)    110 35 37.43901(W) AD(       ) 2
 HN0903  NGVD 29 (07/19/86) 1810.6    (m)         5940.     (f) VERT ANG       
 HN0903
 HN0903.Superseded values are not recommended for survey control.
 HN0903
 HN0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0903.See file dsdata.pdf to determine how the superseded data were derived.
 HN0903
 HN0903_MARKER: DS = TRIANGULATION STATION DISK
 HN0903_SETTING: 66 = SET IN ROCK OUTCROP
 HN0903_STAMPING: PIUTE 1963
 HN0903_MARK LOGO: CGS
 HN0903_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0903+STABILITY: POSITION/ELEVATION WELL
 HN0903
 HN0903  HISTORY     - Date     Condition        Report By
 HN0903  HISTORY     - 1963     MONUMENTED       CGS
 HN0903
 HN0903                          STATION DESCRIPTION
 HN0903
 HN0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0903'THE STATION IS LOCATED ABOUT 20 MILES EAST SOUTHEAST OF
 HN0903'HOLE-IN-THE-ROCK CROSSING ON THE COLORADO RIVER, 18-1/2 MILES
 HN0903'NORTHWEST OF OLJETO, 16-1/2 MILES EAST OF THE JUNCTION OF THE
 HN0903'SAN JUAN AND COLORADO RIVERS AND 2-1/2 MILES SOUTH OF THE SAN
 HN0903'JUAN RIVER.  IT IS ON THE EAST RIM OF PIUTE MESA ON THE TOP
 HN0903'OF A ROUND, RED, DIRT MOUND THAT IS CAPPED WITH A THICK LAYER
 HN0903'OF WHITE SANDSTONE AND IS ABOUT 35 FEET HIGHER THAN THE MESA
 HN0903'PROPER.
 HN0903'
 HN0903'TO REACH THE STATION BY HELICOPTER FROM THE AIRSTRIP AT
 HN0903'HOLE-IN-THE-ROCK FLY EAST SOUTHEAST ON A TRUE COURSE OF 110
 HN0903'DEGREES FOR ABOUT 22 MILES TO THE RED DIRT MOUND AND THE
 HN0903'STATION.  TO REACH THE AZIMUTH MARK FROM THE STATION PACK
 HN0903'NORTHWEST FOR 0.75 MILE TO A HIGH POINT ON THE EAST RIM OF
 HN0903'THE MESA WHERE THE RIM STARTS TO BEND TO THE NORTHWEST AND
 HN0903'THE MARK.
 HN0903'
 HN0903'THE STATION MARK IS A STANDARD DISK, STAMPED PIUTE 1963,
 HN0903'CEMENTED IN A DRILL HOLE IN BEDROCK IN THE APPROXIMATE CENTER
 HN0903'OF THE TOP OF THE MOUND.  IT IS 120 FEET NORTHEAST OF THE
 HN0903'CENTER OF A DIM TRACK ROAD AND 15.5 FEET WEST OF A CAIRN.
 HN0903'
 HN0903'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PIUTE NO 1 1963,
 HN0903'CEMENTED IN A DRILL HOLE IN A BOULDER 6 BY 2 FEET IN CROSS
 HN0903'SECTION AND PROJECTING 2 FEET.  IT IS 11.5 FEET SOUTHEAST OF
 HN0903'THE CAIRN, 6 FEET WEST OF THE EASTERLY MOST POINT OF THE TOP
 HN0903'OF THE MOUND AND 2 FEET HIGHER THAN THE STATION.
 HN0903'
 HN0903'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PIUTE NO 2 1963,
 HN0903'CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK THAT PROJECTS
 HN0903'2 FEET.  IT IS 33.0 FEET SOUTHWEST OF THE CAIRN, 3 FEET EAST
 HN0903'OF THE WESTERLY MOST POINT OF THE TOP OF THE MOUND AND 2 FEET
 HN0903'HIGHER THAN THE STATION.
 HN0903'
 HN0903'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED PIUTE 1963,
 HN0903'CEMENTED IN A DRILL HOLE IN BEDROCK AT A POINT WHERE THE RIM
 HN0903'OF THE MESA STARTS TO BEND TO THE NORTHWEST AND ON THE NORTHWEST
 HN0903'ONE OF THE TWO NORTHEASTERLY MOST POINTS OF THE MESA.  IT IS
 HN0903'300 FEET NORTHEAST OF A DIM TRACK ROAD, 11.6 FEET EAST OF A
 HN0903'3 FOOT CAIRN AND 10.3 FEET SOUTHWEST OF THE EDGE OF THE MESA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0904 ***********************************************************************
 HN0904  DESIGNATION -  PIUTE
 HN0904  PID         -  HN0904
 HN0904  STATE/COUNTY-  UT/SAN JUAN
 HN0904  COUNTRY     -  US
 HN0904  USGS QUAD   -  NO MANS MESA SOUTH (2017)
 HN0904
 HN0904                         *CURRENT SURVEY CONTROL
 HN0904  ______________________________________________________________________
 HN0904* NAD 83(1994) POSITION- 37 01 27.79407(N) 110 37 23.40480(W)   ADJUSTED
 HN0904* NAVD 88 ORTHO HEIGHT -  1986.0   (meters)     6516.    (feet) VERTCON3
 HN0904  ______________________________________________________________________
 HN0904  GEOID HEIGHT    -        -21.513 (meters)                     GEOID18
 HN0904  LAPLACE CORR    -          3.60  (seconds)                    DEFLEC18
 HN0904  HORZ ORDER      -  SECOND
 HN0904
 HN0904.The horizontal coordinates were established by classical geodetic methods
 HN0904.and adjusted by the National Geodetic Survey in November 1997.
 HN0904
 HN0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0904
 HN0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0904.GEOID18 height accuracy estimate available here.
 HN0904
 HN0904.Click photographs - Photos may exist for this station.
 HN0904
 HN0904.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0904
 HN0904. The following values were computed from the NAD 83(1994) position.
 HN0904
 HN0904;                    North         East     Units Scale Factor Converg.
 HN0904;SPC UT S     - 3,040,067.161   578,025.212   MT  1.00003853   +0 32 14.0
 HN0904;SPC UT S     - 9,973,953.68  1,896,404.38   sFT  1.00003853   +0 32 14.0
 HN0904;UTM  12      - 4,097,644.105   533,518.385   MT  0.99961384   +0 13 36.9
 HN0904
 HN0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0904!SPC UT S     -   0.99969180  x   1.00003853  =   0.99973032
 HN0904!UTM  12      -   0.99969180  x   0.99961384  =   0.99930576
 HN0904
 HN0904:                Primary Azimuth Mark                     Grid Az
 HN0904:SPC UT S     -  NAVAJO MTN                               272 23 46.0
 HN0904:UTM  12      -  NAVAJO MTN                               272 42 23.1
 HN0904
 HN0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF3351897644(NAD 83)
 HN0904
 HN0904|---------------------------------------------------------------------|
 HN0904| PID    Reference Object                     Distance      Geod. Az  |
 HN0904|                                                           dddmmss.s |
 HN0904| CM6934 PIUTE RM 2                            5.044 METERS 09118     |
 HN0904| CM6933 PIUTE RM 1                            3.934 METERS 21416     |
 HN0904| HN0911 NAVAJO MTN                          APPROX.22.0 KM 2725600.0 |
 HN0904|---------------------------------------------------------------------|
 HN0904
 HN0904                          SUPERSEDED SURVEY CONTROL
 HN0904
 HN0904  NAD 83(1992)-  37 01 27.79209(N)    110 37 23.40549(W) AD(       ) 2
 HN0904  NAD 83(1986)-  37 01 27.79183(N)    110 37 23.40432(W) AD(       ) 2
 HN0904  NAD 27      -  37 01 27.81056(N)    110 37 20.90885(W) AD(       ) 2
 HN0904  NGVD 29 (07/19/86) 1985.0    (m)         6512.     (f) VERT ANG       
 HN0904
 HN0904.Superseded values are not recommended for survey control.
 HN0904
 HN0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0904.See file dsdata.pdf to determine how the superseded data were derived.
 HN0904
 HN0904_MARKER: DD = SURVEY DISK
 HN0904_SETTING: 66 = SET IN ROCK OUTCROP
 HN0904_STAMPING: PIUTE 1952
 HN0904_MARK LOGO: USGS
 HN0904_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0904+STABILITY: POSITION/ELEVATION WELL
 HN0904
 HN0904  HISTORY     - Date     Condition        Report By
 HN0904  HISTORY     - 1952     MONUMENTED       USGS
 HN0904
 HN0904                          STATION DESCRIPTION
 HN0904
 HN0904'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HN0904'INSTRUMENT STAND 5.1 FT. ABOVE STATION MARK.  LOCATED ABOUT 31 MI.
 HN0904'NW. OF KAYENTA, 23 MI. W. OF GOULDINGS TRADING POST, ON CENTRAL
 HN0904'PORTION OF PIUTE MESA, ON THE HIGHEST POINT OF THUMB ROCK.
 HN0904'
 HN0904'TO REACH FROM SHONTO BOARDING SCHOOL DRIVE N. ON DIRT
 HN0904'RD. TOWARD NAVAJO MOUNTAIN FOR 9.9 MI. TO REVERSE Y AND SIGN
 HN0904'---TALL MTN AREA, CONTINUE N. ON THE MAIN RD. FOR 2.7 MI. TO RD.
 HN0904'INTERSECTION TO  INSCRIPTION HOUSE, CONTINUE N. FOR 1.6 MI. TO
 HN0904'CROSSROADS, TURN RIGHT PAST WINDMILL ON MAIN RD. LEADING ALONG RIDGE
 HN0904'FOR 2.1 MI. OPPOSITE A MICROWAVE TOWER TO LEFT, CONTINUE ON MAIN RD.
 HN0904'FOR 6.9 MI. TO WINDMILL, CONTINUE ON MAIN RD. FOR 1.8 MI. TO Y-RD.
 HN0904'N. OF A SMALL DAM, TURN LEFT FOR 1.4 MI. TO Y-RD., TURN LEFT ACROSS
 HN0904'SMALL DRAIN AND FOLLOW MAIN RD. ALONG W. SIDE OF CANYON FOR 13.5 MI.
 HN0904'PAST A FEW HOGANS, TOWARD STATION WHICH IS ON HIGHEST AND NORTHERMOST
 HN0904'OF TWO PROMINIENT SANDSTONE OUTCROPS, TURN LEFT ON DIM TRACK RD. FOR
 HN0904'ABOUT 1.0 MI. AND WORK WAY TO BASE OF OUTCROP AT N. SIDE.  STATION IS
 HN0904'ABOUT A 5 MINUTE PACK UP SLOPING SANDSTONE ROCK TO HIGHEST POINT.
 HN0904'
 HN0904'STATION MARK - STANDARD TABLET STAMPED ---PIUTE 1952--- CEMENTED IN
 HN0904'SANDSTONE OUTCROP.
 HN0904'
 HN0904'REFERENCE MARK NO.1 - STANDARD USGS TABLET STAMPED ---PIUTE 1952
 HN0904'NO.1--- CEMENTED IN SANDSTONE OUTCROP.
 HN0904'
 HN0904'REFERENCE MARK NO.2 - STANDARD USGS TABLET STAMPED ---PIUTE 1952
 HN0904'NO.2--- CEMENTED IN SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0487 ***********************************************************************
 JM0487  DESIGNATION -  PLACER
 JM0487  PID         -  JM0487
 JM0487  STATE/COUNTY-  UT/GRAND
 JM0487  COUNTRY     -  US
 JM0487  USGS QUAD   -  RILL CREEK (2017)
 JM0487
 JM0487                         *CURRENT SURVEY CONTROL
 JM0487  ______________________________________________________________________
 JM0487* NAD 83(1994) POSITION- 38 36 25.72642(N) 109 23 40.79951(W)   ADJUSTED
 JM0487* NAVD 88 ORTHO HEIGHT -  2072.5   (meters)     6800.    (feet) VERTCON3
 JM0487  ______________________________________________________________________
 JM0487  GEOID HEIGHT    -        -19.687 (meters)                     GEOID18
 JM0487  LAPLACE CORR    -          6.65  (seconds)                    DEFLEC18
 JM0487  HORZ ORDER      -  THIRD
 JM0487
 JM0487.The horizontal coordinates were established by classical geodetic methods
 JM0487.and adjusted by the National Geodetic Survey in November 1997.
 JM0487
 JM0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0487
 JM0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0487.GEOID18 height accuracy estimate available here.
 JM0487
 JM0487.Click photographs - Photos may exist for this station.
 JM0487
 JM0487.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0487
 JM0487. The following values were computed from the NAD 83(1994) position.
 JM0487
 JM0487;                    North         East     Units Scale Factor Converg.
 JM0487;SPC UT C     - 2,032,558.591   683,387.880   MT  1.00012618   +1 20 55.1
 JM0487;SPC UT C     - 6,668,485.98  2,242,081.74   sFT  1.00012618   +1 20 55.1
 JM0487;UTM  12      - 4,274,404.685   639,778.142   MT  0.99984060   +1 00 06.7
 JM0487
 JM0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0487!SPC UT C     -   0.99967800  x   1.00012618  =   0.99980414
 JM0487!UTM  12      -   0.99967800  x   0.99984060  =   0.99951866
 JM0487
 JM0487:                Primary Azimuth Mark                     Grid Az
 JM0487:SPC UT C     -  MOAB                                     182 38 12.6
 JM0487:UTM  12      -  MOAB                                     182 59 01.0
 JM0487
 JM0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH3977874404(NAD 83)
 JM0487
 JM0487|---------------------------------------------------------------------|
 JM0487| PID    Reference Object                     Distance      Geod. Az  |
 JM0487|                                                           dddmmss.s |
 JM0487| JM0486 MOAB                                APPROX. 9.2 KM 1835907.7 |
 JM0487|---------------------------------------------------------------------|
 JM0487
 JM0487                          SUPERSEDED SURVEY CONTROL
 JM0487
 JM0487  NAD 83(1986)-  38 36 25.71484(N)    109 23 40.79806(W) AD(       ) 3
 JM0487  NAD 27      -  38 36 25.77859(N)    109 23 38.38229(W) AD(       ) 3
 JM0487  NGVD 29 (07/19/86) 2071.4    (m)         6796.     (f) VERT ANG       
 JM0487
 JM0487.Superseded values are not recommended for survey control.
 JM0487
 JM0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0487.See file dsdata.pdf to determine how the superseded data were derived.
 JM0487
 JM0487_MARKER: DB = BENCH MARK DISK
 JM0487_SETTING: 66 = SET IN ROCK OUTCROP
 JM0487_STAMPING: PLACER 1954
 JM0487_MARK LOGO: USGS
 JM0487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0487+STABILITY: POSITION/ELEVATION WELL
 JM0487
 JM0487  HISTORY     - Date     Condition        Report By
 JM0487  HISTORY     - 1954     MONUMENTED       USGS
 JM0487
 JM0487                          STATION DESCRIPTION
 JM0487
 JM0487'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0487'LOCATED ABOUT 9 MI. NE. OF MOAB, 3 MI. SW. OF CASTLE ROCK, ON HIGH
 JM0487'RIM TO THE W. OF PLACER CREEK WASH, 1.5 MI. WSW. OF VOLCANIC PLUG
 JM0487'RISING FROM VALLEY FLOOR, ON LARGE ROCK OUTCROP JUTTING OUT OF CLIFF
 JM0487'LINE.
 JM0487'
 JM0487'STATION REACHED BY HELICOPTER.  (THERE IS A TRACK RD. RUNNING ALONG
 JM0487'TOP OF RIM THAT PASSES WITHIN 300 FT. OF STATION.)
 JM0487'
 JM0487'STATION MARK--STANDARD TABLET STAMPED ---PLACER 1954--- SET IN
 JM0487'BEDROCK.
 JM0487'
 JM0487'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 JM0487'1 1954--- SET IN BEDROCK, 15.37 FT. FROM STATION MARK,
 JM0487'N 37 DEG 16 MIN W.
 JM0487'
 JM0487'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 JM0487'2 1954--- SET IN BEDROCK, 7.42 FT. FROM STATION MARK,
 JM0487'N 51 DEG 31 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0579 ***********************************************************************
 JM0579  CBN         -  This is a Cooperative Base Network Control Station.
 JM0579  DESIGNATION -  PLATEAU
 JM0579  PID         -  JM0579
 JM0579  STATE/COUNTY-  UT/GRAND
 JM0579  COUNTRY     -  US
 JM0579  USGS QUAD   -  THE KNOLL (2017)
 JM0579
 JM0579                         *CURRENT SURVEY CONTROL
 JM0579  ______________________________________________________________________
 JM0579* NAD 83(2011) POSITION- 38 33 14.95944(N) 109 47 14.37814(W)   ADJUSTED
 JM0579* NAD 83(2011) ELLIP HT-  1905.606 (meters)        (06/27/12)   ADJUSTED
 JM0579* NAD 83(2011) EPOCH   -  2010.00
 JM0579* NAVD 88 ORTHO HEIGHT -  1926.2   (meters)     6320.    (feet) GPS OBS
 JM0579  ______________________________________________________________________
 JM0579  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JM0579  GEOID HEIGHT    -         -20.39 (meters)                     GEOID93
 JM0579  GEOID HEIGHT    -        -20.563 (meters)                     GEOID18
 JM0579  NAD 83(2011) X  - -1,691,232.297 (meters)                     COMP
 JM0579  NAD 83(2011) Y  - -4,700,840.467 (meters)                     COMP
 JM0579  NAD 83(2011) Z  -  3,954,920.029 (meters)                     COMP
 JM0579  LAPLACE CORR    -          1.34  (seconds)                    DEFLEC18
 JM0579
 JM0579  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JM0579  Standards:
 JM0579         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JM0579            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JM0579  -------------------------------------------------------------------
 JM0579  NETWORK    0.96   1.61           0.45   0.30   0.82     -0.14463769
 JM0579  -------------------------------------------------------------------
 JM0579  Click here for local accuracies and other accuracy information.
 JM0579
 JM0579.The horizontal coordinates were established by GPS observations
 JM0579.and adjusted by the National Geodetic Survey in June 2012.
 JM0579
 JM0579.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JM0579.been affixed to the stable North American tectonic plate. See 
 JM0579.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JM0579
 JM0579.The horizontal coordinates are valid at the epoch date displayed above
 JM0579.which is a decimal equivalence of Year/Month/Day.
 JM0579
 JM0579.The orthometric height was determined by GPS observations and a
 JM0579.high-resolution geoid model.
 JM0579
 JM0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0579.GEOID18 height accuracy estimate available here.
 JM0579
 JM0579.Click photographs - Photos may exist for this station.
 JM0579
 JM0579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JM0579
 JM0579.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0579
 JM0579.The ellipsoidal height was determined by GPS observations
 JM0579.and is referenced to NAD 83.
 JM0579
 JM0579. The following values were computed from the NAD 83(2011) position.
 JM0579
 JM0579;                    North         East     Units Scale Factor Converg.
 JM0579;SPC UT C     - 2,025,946.477   649,301.948   MT  1.00014617   +1 05 49.6
 JM0579;SPC UT C     - 6,646,792.73  2,130,251.47   sFT  1.00014617   +1 05 49.6
 JM0579;SPC UT S     - 3,210,858.008   649,287.109   MT  1.00004156   +1 02 57.6
 JM0579;SPC UT S     -10,534,289.98  2,130,202.79   sFT  1.00004156   +1 02 57.6
 JM0579;UTM  12      - 4,267,999.608   605,665.041   MT  0.99973749   +0 45 21.1
 JM0579
 JM0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0579!SPC UT C     -   0.99970109  x   1.00014617  =   0.99984722
 JM0579!SPC UT S     -   0.99970109  x   1.00004156  =   0.99974264
 JM0579!UTM  12      -   0.99970109  x   0.99973749  =   0.99943866
 JM0579
 JM0579:                Primary Azimuth Mark                     Grid Az
 JM0579:SPC UT C     -  PLATEAU AZ MK                            111 41 04.8
 JM0579:SPC UT S     -  PLATEAU AZ MK                            111 43 56.8
 JM0579:UTM  12      -  PLATEAU AZ MK                            112 01 33.3
 JM0579
 JM0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH0566567999(NAD 83)
 JM0579
 JM0579|---------------------------------------------------------------------|
 JM0579| PID    Reference Object                     Distance      Geod. Az  |
 JM0579|                                                           dddmmss.s |
 JM0579| JM0569 PLATEAU AZ MK                       APPROX. 4.9 KM 1124654.4 |
 JM0579| CM6935 PLATEAU RM 1                          4.874 METERS 14159     |
 JM0579| CM6936 PLATEAU RM 2                          5.342 METERS 25107     |
 JM0579|---------------------------------------------------------------------|
 JM0579
 JM0579                          SUPERSEDED SURVEY CONTROL
 JM0579
 JM0579  NAD 83(2007)-  38 33 14.95897(N)    109 47 14.37870(W) AD(2002.00) 0
 JM0579  ELLIP H (02/10/07) 1905.625  (m)                       GP(2002.00)    
 JM0579  ELLIP H (11/14/01) 1905.661  (m)                       GP(       ) 4 2
 JM0579  NAD 83(1994)-  38 33 14.95814(N)    109 47 14.37872(W) AD(       ) B
 JM0579  ELLIP H (04/21/95) 1905.717  (m)                       GP(       ) 4 1
 JM0579  NAD 83(1986)-  38 33 14.94523(N)    109 47 14.37825(W) AD(       ) 2
 JM0579  NAD 27      -  38 33 15.01266(N)    109 47 11.94774(W) AD(       ) 2
 JM0579  NGVD 29 (07/19/86) 1925.1    (m)         6316.     (f) VERT ANG       
 JM0579
 JM0579.Superseded values are not recommended for survey control.
 JM0579
 JM0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0579.See file dsdata.pdf to determine how the superseded data were derived.
 JM0579
 JM0579_MARKER: DS = TRIANGULATION STATION DISK
 JM0579_SETTING: 66 = SET IN ROCK OUTCROP
 JM0579_STAMPING: PLATEAU 1937
 JM0579_MARK LOGO: CGS
 JM0579_MAGNETIC: N = NO MAGNETIC MATERIAL
 JM0579_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0579+STABILITY: POSITION/ELEVATION WELL
 JM0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0579+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2009
 JM0579
 JM0579  HISTORY     - Date     Condition        Report By
 JM0579  HISTORY     - 1937     MONUMENTED       CGS
 JM0579  HISTORY     - 1938     GOOD             CGS
 JM0579  HISTORY     - 1951     GOOD             USGS
 JM0579  HISTORY     - 1954     GOOD             USGS
 JM0579  HISTORY     - 1963     GOOD             CGS
 JM0579  HISTORY     - 1972     GOOD             NGS
 JM0579  HISTORY     - 19931020 GOOD             NGS
 JM0579  HISTORY     - 19940114 GOOD             LOCENG
 JM0579  HISTORY     - 20091129 GOOD             GEOCAC
 JM0579  HISTORY     - 20170716 GOOD             GEOCAC
 JM0579
 JM0579                          STATION DESCRIPTION
 JM0579
 JM0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JM0579'STATION IS ABOUT 13 MILES W OF MOAB, UTAH.  ON THE SUMMIT
 JM0579'OF A SMALL KNOB ON A HIGH PLATEAU LYING BETWEEN THE COLORADO
 JM0579'AND GREEN RIVERS.  THE KNOB IS OF SANDSTONE, AND IS ABOUT 50
 JM0579'METERS LONG (NE AND SW) AND ABOUT 15 METERS WIDE.  IT IS ABOUT
 JM0579'150 FEET HIGHER THAN THE SURROUNDING PLATEAU.  STATION IS
 JM0579'AT HIGHEST POINT ON NE END.
 JM0579'
 JM0579'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 JM0579'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 JM0579'
 JM0579'REFERENCE MARK NO. 1 IS AT SE EDGE OF HIGH POINT OF THE KNOB,
 JM0579'AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 JM0579'
 JM0579'REFERENCE MARK NO. 2 IS SW FROM AND ABOUT 2-1/2 FEET LOWER
 JM0579'THAN THE STATION.
 JM0579'
 JM0579'AZIMUTH MARK IS A STANDARD DISK CEMENTED IN THE TOP OF A
 JM0579'4-INCH IRON PIPE PROJECTING ABOUT 8 INCHES ABOVE GROUND.  IT
 JM0579'LIES ABOUT 2 MILES ESE OF THE STATION.  ON RANGE WITH THE
 JM0579'SOUTHERLY PEAK OF MOUNT PEALE (IN THE LA SAL RANGE).  ON A
 JM0579'LOW FLAT RIDGE SPARCELY COVERED WITH BRUSH.  THE AZIMUTH MARK
 JM0579'IS A TRIANGULATION STATION AND IS SEPARATELY DESCRIBED.
 JM0579'
 JM0579'TO REACH STATION FROM MOAB, UTAH, GO NW 17.5 MILES ON U.S.
 JM0579'HIGHWAY 450 TO A GRADED DIRT ROAD LEFT.  TURN LEFT AND FOLLOW
 JM0579'DIRT ROAD 7.1 MILES W AND NW TO SHARP CURVE LEFT.  CONTINUE
 JM0579'ON GRADED DIRT ROAD SOUTHERLY, UPGRADE, 7.35 MILES TO WINDMILL
 JM0579'AND WATER TANK LEFT.  CONTINUE SOUTHERLY ON GRADED DIRT ROAD
 JM0579'7.65 MILES TO CATTLE GUARD AND GATE.  CONTINUE SOUTHERLY ON
 JM0579'GRADED DIRT ROAD 4.9 MILES TO FORKS AT N EDGE OF OPEN GRASS
 JM0579'PRAIRIE, FROM WHICH POINT STATION IS 1/3 MILE DISTANT ON SMALL
 JM0579'SANDSTONE KNOB TO NE OF FORK.
 JM0579
 JM0579                          STATION RECOVERY (1938)
 JM0579
 JM0579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JM0579'STATION WAS FOUND AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 JM0579'ALL MARKS WERE IN GOOD CONDITION.  DIRECTION AND DISTANCE
 JM0579'TO REFERENCE MARKS ARE AS FOLLOWS--
 JM0579
 JM0579                          STATION RECOVERY (1951)
 JM0579
 JM0579'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 JM0579'RECOVERED.
 JM0579
 JM0579                          STATION RECOVERY (1954)
 JM0579
 JM0579'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (CLP)
 JM0579'STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
 JM0579
 JM0579                          STATION RECOVERY (1963)
 JM0579
 JM0579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JM0579'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 JM0579'RECOVERED AND IN GOOD CONDITION.  REFERENCE MARK 2 HAS BEEN
 JM0579'MUTILATED BUT IS SOLID AND THE STAMPING IS LEGIBLE.  THE
 JM0579'DISTANCE TO BOTH REFERENCE MARKS COMPARED FAVORABLY WITH THE
 JM0579'ORIGINAL MEASUREMENTS, HOWEVER A DISCREPANCY IN THE DIRECTION
 JM0579'TO THE REFERENCE MARKS WAS NOTED AND VERIFIED IN THE FIELD.
 JM0579'
 JM0579'THE STATION IS LOCATED ABOUT 13 MILES WEST OF MOAB, 11 MILES
 JM0579'EAST OF THE GREEN RIVER, 4 MILES NORTH OF THE GRAND-SAN JUAN
 JM0579'COUNTY LINE, ON A SMALL SANDSTONE KNOB THAT IS ABOUT 50 METERS
 JM0579'LONG, ABOUT 15 METERS WIDE AND APPROXIMATELY 150 FEET HIGHER
 JM0579'THAT THE SURROUNDING PLATEAU.
 JM0579'
 JM0579'TO REACH THE STATION FROM THE POST OFFICE IN MOAB, GO NORTHERLY
 JM0579'ON U.S. HIGHWAY 160 FOR 11.0 MILES TO A SIDE ROAD LEFT AND
 JM0579'SIGN DEAD HORSE POINT, TURN LEFT, WEST, AND GO 8.3 MILES UP
 JM0579'CANYON ROAD TO THE TOP OF A MESA AND FORK AT SIGNS DEAD HORSE
 JM0579'POINT, UPHEAVAL DOME 26 MILES AND THE NECK 14 MILES, KEEP LEFT
 JM0579'FORK AND GO 3.7 MILES TO A FORK, KEEP LEFT AND GO 2.4 MILES
 JM0579'TO A FORK AND SIGNS THE NECK 8 MILES, UPHEAVAL DOME 20 MILES
 JM0579'AND GRAND VIEW POINT.  TURN LEFT AND GO 0.15 MILE TO A DIM
 JM0579'ROAD LEFT, TURN LEFT AND GO 0.1 MILE, UPHILL, TO THE BASE
 JM0579'OF A LOW HILL AND ETT.  PACK UPHILL TO THE SUMMIT AND THE
 JM0579'STATION.
 JM0579'
 JM0579'THE STATION MARK, A STANDARD DISK STAMPED PLATEAU 1937, IS
 JM0579'CEMENTED IN A DRILL HOLE IN BEDROCK, 23 FEET WEST OF THE EAST
 JM0579'EDGE OF THE KNOB, 18 FEET SOUTH OF THE NORTH EDGE OF THE KNOB
 JM0579'AND 16 FEET NORTH OF THE SOUTH EDGE OF THE KNOB.
 JM0579'
 JM0579'REFERENCE MARK 1, A STANDARD DISK STAMPED PLATEAU NO 1 1937,
 JM0579'IS CEMENTED IN A DRILL HOLE IN BEDROCK, 15 FEET WEST OF THE
 JM0579'EAST EDGE OF THE KNOB, 4 FEET NORTH OF THE SOUTH EDGE AND
 JM0579'ABOUT 18 INCHES LOWER IN ELEVATION THAN THE STATION.
 JM0579'
 JM0579'REFERENCE MARK 2, A STANDARD DISK STAMPED PLATEAU NO 2 1937,
 JM0579'IS CEMENTED IN A DRILL HOLE IN BEDROCK, 22 FEET NORTH OF THE
 JM0579'SOUTH EDGE OF THE KNOB, 16 FEET SOUTH OF THE NORTH EDGE AND
 JM0579'7 FEET EAST OF THE WEST EDGE OF THE KNOB.
 JM0579'
 JM0579'SEE DESCRIPTION FOR TRIANGULATION STATION PLATEAU AZIMUTH MARK.
 JM0579
 JM0579                          STATION RECOVERY (1972)
 JM0579
 JM0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JM0579'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 JM0579'IN GOOD CONDITION AS DESCRIBED.  NO ATTEMPT WAS MADE TO RECOVER
 JM0579'THE AZIMUTH MARK.
 JM0579'
 JM0579'THE TO-REACH PART OF L.G. BURDINES DESCRIPTION OF 1963 SHOULD
 JM0579'BE REVISED AS FOLLOWS--
 JM0579'
 JM0579'TO REACH THE STATION FROM THE POST OFFICE IN MOAB, GO NORTHERLY
 JM0579'ON U.S. HIGHWAY 163 FOR 11.0 MILES TO A SIDE ROAD LEFT AND
 JM0579'SIGN CANYONLANDS NATIONAL PARK.  TURN LEFT AND GO WEST AND
 JM0579'SOUTH FOR 14.4 MILES TO A POINT WHERE PAVEMENT TURNS SHARP
 JM0579'LEFT AS PER SIGN DEAD HORSE POINT.  TURN LEFT (THE STATION
 JM0579'IS HIGH POINT ON YOUR LEFT) AND CONTINUE TO END OF TRUCK
 JM0579'TRAVEL.  PACK UPHILL ABOUT 100 METERS TO SUMMIT AND THE
 JM0579'STATION.
 JM0579'
 JM0579'THE DISTANCES BETWEEN THE STATION AND REFERENCE MARK 1 AND
 JM0579'2 CHECKED GOOD.
 JM0579
 JM0579                          STATION RECOVERY (1993)
 JM0579
 JM0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 JM0579'STATION IS LOCATED ABOUT 45 KM (27.95 MI) SOUTH OF CRESENT JUNCTION,
 JM0579'19 KM (11.80 MI) WEST OF MOAB, 6 KM (3.70 MI) NORTH OF THE GRAND-SAN
 JM0579'JUAN COUNTY LINE, JUST OFF OF STATE HIGHWAY 313, ON A 30 M (98.4 FT)
 JM0579'HIGH ROCKY KNOLL, ON THE HIGHEST POINT IN THE AREA, LOCALLY KNOWN AS
 JM0579'THE KNOLL, IN EAST CENTRAL SECTION 11, T 26 S, R 19 E.  OWNERSHIP--US
 JM0579'BUREAU OF LAND MANAGEMENT. TO REACH FROM THE JUNCTION OF US HIGHWAY
 JM0579'191 AND STATE HIGHWAY 313 (ABOUT 15 KM (9.30 MI) NORTHWEST OF MOAB),
 JM0579'GO SOUTHWEST ON HIGHWAY 313 FOR 23.5 KM (14.60 MI) TO A PAVED ROAD
 JM0579'LEFT.  TURN LEFT, SOUTHEAST, ON HIGHWAY 313 FOR 0.30 KM (0.20 MI) TO A
 JM0579'TRACK ROAD LEFT. TURN LEFT, NORTHERLY, ON ROAD INTO TREES FOR 0.18 KM
 JM0579'(0.10 MI) TO A DIM ROAD RIGHT AT TURNAROUND.  TURN RIGHT, EAST, ON
 JM0579'ROAD FOR 50 M (164.0 FT) TO WEST SIDE OF THE KNOLL AND END OF TRUCK
 JM0579'TRAVEL.  PACK EAST UP THROUGH ROCKS FOR 100 M (328.1 FT) TO TOP OF
 JM0579'KNOLL AND STATION.  NOTE--KNOLL SHOULD BE CLIMBED FROM THE EAST SIDE
 JM0579'IF CARRYING A LOAD. STATION MARK IS A DISK SET IN A DRILL HOLE IN
 JM0579'ROUGH OUTCROP.  IT IS 2 M (6.6 FT) SOUTHWEST OF, AND SLIGHTLY LOWER
 JM0579'THAN HIGH GROUND, 6 M (19.7 FT) WEST OF THE EAST SIDE OF THE KNOLL,
 JM0579'AND 3.5 M (11.5 FT) SOUTH OF THE NORTH SIDE OF THE HILL. DESCRIBED BY
 JM0579'G.R.HEID
 JM0579
 JM0579                          STATION RECOVERY (1994)
 JM0579
 JM0579'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (WEK)
 JM0579'USED IN GPS SURVEY, PHOTO MAPPING OF MOAB SLOUGH.  FOUND STATION AND
 JM0579'RMS IN GOOD CONDITION.  DID NOT HAVE DRIVE TO DESCRIPTION FOUND BY
 JM0579'TOPO.
 JM0579
 JM0579                          STATION RECOVERY (2009)
 JM0579
 JM0579'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0579'RM 1, RM 2 AND AZ ALSO FOUND.
 JM0579
 JM0579                          STATION RECOVERY (2017)
 JM0579
 JM0579'RECOVERY NOTE BY GEOCACHING 2017 (AK)
 JM0579'MARKER IS SCRATCHED BUT READABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0603 ***********************************************************************
 LN0603  DESIGNATION -  PLATEAU
 LN0603  PID         -  LN0603
 LN0603  STATE/COUNTY-  UT/UINTAH
 LN0603  COUNTRY     -  US
 LN0603  USGS QUAD   -  JENSEN RIDGE (2017)
 LN0603
 LN0603                         *CURRENT SURVEY CONTROL
 LN0603  ______________________________________________________________________
 LN0603* NAD 83(1994) POSITION- 40 35 13.10613(N) 109 16 59.23974(W)   ADJUSTED
 LN0603* NAVD 88 ORTHO HEIGHT -  2324.9   (meters)     7628.    (feet) VERTCON3
 LN0603  ______________________________________________________________________
 LN0603  GEOID HEIGHT    -        -15.473 (meters)                     GEOID18
 LN0603  LAPLACE CORR    -          2.65  (seconds)                    DEFLEC18
 LN0603  HORZ ORDER      -  FIRST
 LN0603
 LN0603.The horizontal coordinates were established by classical geodetic methods
 LN0603.and adjusted by the National Geodetic Survey in November 1997.
 LN0603
 LN0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0603
 LN0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0603.GEOID18 height accuracy estimate available here.
 LN0603
 LN0603.Click photographs - Photos may exist for this station.
 LN0603
 LN0603.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0603
 LN0603. The following values were computed from the NAD 83(1994) position.
 LN0603
 LN0603;                    North         East     Units Scale Factor Converg.
 LN0603;SPC UT C     - 2,252,530.512   687,654.829   MT  0.99998493   +1 25 12.3
 LN0603;SPC UT C     - 7,390,177.19  2,256,080.88   sFT  0.99998493   +1 25 12.3
 LN0603;UTM  12      - 4,494,325.398   645,293.019   MT  0.99985985   +1 07 01.9
 LN0603
 LN0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0603!SPC UT C     -   0.99963785  x   0.99998493  =   0.99962279
 LN0603!UTM  12      -   0.99963785  x   0.99985985  =   0.99949776
 LN0603
 LN0603:                Primary Azimuth Mark                     Grid Az
 LN0603:SPC UT C     -  DIAMOND                                  059 41 09.4
 LN0603:UTM  12      -  DIAMOND                                  059 59 19.8
 LN0603
 LN0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK4529394325(NAD 83)
 LN0603
 LN0603|---------------------------------------------------------------------|
 LN0603| PID    Reference Object                     Distance      Geod. Az  |
 LN0603|                                                           dddmmss.s |
 LN0603| LN0602 DIAMOND                             APPROX. 2.4 KM 0610621.7 |
 LN0603| CP6425 PLATEAU RM 1                         11.573 METERS 07703     |
 LN0603| CP6426 PLATEAU RM 2                         12.195 METERS 15848     |
 LN0603|---------------------------------------------------------------------|
 LN0603
 LN0603                          SUPERSEDED SURVEY CONTROL
 LN0603
 LN0603  NAD 83(1993)-  40 35 13.10514(N)    109 16 59.23628(W) AD(       ) 1
 LN0603  NAD 83(1986)-  40 35 13.08732(N)    109 16 59.22744(W) AD(       ) 1
 LN0603  NAD 27      -  40 35 13.22900(N)    109 16 56.75700(W) AD(       ) 1
 LN0603  NGVD 29 (07/19/86) 2323.6    (m)         7623.     (f) VERT ANG       
 LN0603
 LN0603.Superseded values are not recommended for survey control.
 LN0603
 LN0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0603.See file dsdata.pdf to determine how the superseded data were derived.
 LN0603
 LN0603_MARKER: DD = SURVEY DISK
 LN0603_SETTING: 80 = SET IN A BOULDER
 LN0603
 LN0603  HISTORY     - Date     Condition        Report By
 LN0603  HISTORY     - 1946     MONUMENTED       USGS
 LN0603  HISTORY     - 1946     GOOD             USGS
 LN0603  HISTORY     - 1964     GOOD             USGS
 LN0603
 LN0603                          STATION DESCRIPTION
 LN0603
 LN0603'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (DHK)
 LN0603'STATION IS LOCATED ABOUT 16 MILES AIRLINE NORTHEAST OF VERNAL,
 LN0603'ABOUT 15.5 MILES AIRLINE NORTH-NORTHEAST OF JENSEN ON THE SOUTH
 LN0603'RIM OF A SAGEBRUSH-COVERED RIDGE KNOWN LOCALLY AS DIAMOND
 LN0603'MOUNTAIN PLATEAU, ON THE HIGH, WIDE RIDGE BETWEEN DIAMOND AND
 LN0603'BRUSH CREEK.  STATION MARK IS A GEOLOGICAL SURVEY BRONZE DISK
 LN0603'STAMPED PLATEAU 1939, SET IN A BOULDER FLUSH WITH GROUND LEVEL,
 LN0603'30 FEET NORTH OF EDGE OF RIM.
 LN0603'
 LN0603'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED PLATEAU NO 1
 LN0603'1946 USGS, SET IN A BOULDER FLUSH WITH GROUND LEVEL, IS NORTHEAST
 LN0603'OF AND THE SAME ELEVATION AS STATION MARK.
 LN0603'
 LN0603'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED PLATEAU NO 2, SET
 LN0603'IN A BOULDER WHICH PROJECTS 6 INCHES, IS SOUTHEAST OF AND 2
 LN0603'FEET LOWER THAN STATION MARK.
 LN0603'
 LN0603'TO REACH STATION FROM VERNAL GO NORTH ON HIGHWAY 44 FOR 0.5
 LN0603'MILE TO CROSSROAD.  TURN RIGHT, GO 5.2 MILES TO FORK JUST AFTER
 LN0603'CROSSING WOODEN BRIDGE.  TURN LEFT, GO 16.1 MILES TO FORK AT
 LN0603'TOP OF MOUNTAIN.  TURN RIGHT OFF MAIN ROAD, GO 2.0 MILE.  TURN
 LN0603'RIGHT CROSS COUNTRY, 0.5 MILE TO EDGE OF RIM AND STATION SITE.
 LN0603
 LN0603                          STATION RECOVERY (1946)
 LN0603
 LN0603'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 LN0603'JENSEN UTAH, 15 MI. N. OF 5 1/4 MI. E. OF RD. FORKS ON THE VERNAL,
 LN0603'BROWNS PARK RD. ON THE S. EDGE OF DIAMOND PLATEAU, IN SW.1/4 SEC.1
 LN0603'T3S, R23E, ABOUT 600 FT. S. OF RD. ON S. RUIN OF PLATEAU.
 LN0603'
 LN0603'TO REACH FROM VERNAL, UTAH, GO N. ON HIGHWAY 44, 0.5 MI. TO X-RD.,
 LN0603'TURN RIGHT GO 5.2 MI. TO FORK JUST AFTER CROSSING WOODEN BRIDGE, TURN
 LN0603'LEFT, GO 16.1 MI. TO FORK AT TOP OF MOUNTAIN, TURN RIGHT OFF MAIN RD.,
 LN0603'GO 2.0 MI., TURN RIGHT CROSS COUNTRY 0.5 MI. TO EDGE OF RUIN AND
 LN0603'STATION SITE.
 LN0603'
 LN0603'STATION MARK - STANDARD USGS BRONZE TABLET CEMENTED IN LARGE BOULDER
 LN0603'SET IN GROUND STAMPED ---PLATEAU 1939---.
 LN0603'
 LN0603'REFERENCE MARK NO.1 - BRONZE DISK STAMPED ---PLATEAU NO.1 1946--- SET
 LN0603'IN A BOULDER 38 FT. FROM STATION, S 77 DEG 03 MIN W.
 LN0603'
 LN0603'REFERENCE MARK NO.2 - BRONZE DISK STAMPED ---PLATEAU NO.2 1946--- SET
 LN0603'IN A BOULDER 39.5 FT. FROM STATION, N 21 DEG 12 MIN W.
 LN0603'
 LN0603'USGS REFERENCE MARKS SET IN 1939 AS FOLLOWS.
 LN0603'
 LN0603'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET 159.6 FT. NW. OF
 LN0603'STATION STAMPED ---PLATEAU NO.1---.
 LN0603'
 LN0603'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET 40 FT. SE. OF STATION
 LN0603'STAMPED ---PLATEAU NO.2---.
 LN0603
 LN0603                          STATION RECOVERY (1964)
 LN0603
 LN0603'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LN0603'JENSEN, 15 MI. N. OF, 5.25 MI. E. OF RD. FORKS (ON THE VERNAL-BROWNS
 LN0603'PARK ROAD), ON S. EDGE OF DIAMOND PLATEAU, IN SW. 1/4 SEC. 1, T 3 S,
 LN0603'R 23 E, ABOUT 600 FT. S. OF RD. ON S. RUIN OF PLATEAU.
 LN0603'
 LN0603'TO REACH FROM VERNAL, GO N. ON HIGHWAY 44 0.5 MI. TO CROSSROAD, TURN
 LN0603'RIGHT, GO 5.2 MI. TO FORK JUST AFTER CROSSING WOODEN BRIDGE, TURN
 LN0603'LEFT, GO 16.1 MI. TO FORK AT TOP OF MOUNTAIN, TURN RIGHT OFF MAIN RD.,
 LN0603'GO 2 MI., TURN RIGHT CROSS-COUNTRY 0.5 MI. TO EDGE OF RUIN AND STATION
 LN0603'SITE.
 LN0603'
 LN0603'STATION MARK--STANDARD USGS BRONZE TABLET STAMPED ---PLATEAU 1939---,
 LN0603'CEMENTED IN LARGE BOULDER SET IN GROUND.
 LN0603'
 LN0603'REFERENCE MARK NO. 1--USC AND GS BRONZE DISK STAMPED ---PLATEAU NO 1
 LN0603'1946 USGS---, SET IN BOULDER, 38 FT. FROM STATION, N 77 DEG 03 MIN E.
 LN0603'
 LN0603'REFERENCE MARK NO. 2--USGS STANDARD REFERENCE MARK TABLET STAMPED
 LN0603'---PLATEAU NO 2---, SET IN BOULDER, 39.5 FT. FROM STATION,
 LN0603'S 21 DEG 12 MIN E.
 LN0603'
 LN0603'REFERENCE MARK NO. 1--USGS REFERENCE MARK TABLET STAMPED ---PLATEAU
 LN0603'NO 1---, 159.6 FT. NW. OF STATION, N 53 DEG 05 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0569 ***********************************************************************
 JM0569  DESIGNATION -  PLATEAU AZ MK
 JM0569  PID         -  JM0569
 JM0569  STATE/COUNTY-  UT/GRAND
 JM0569  COUNTRY     -  US
 JM0569  USGS QUAD   -  GOLD BAR CANYON (2017)
 JM0569
 JM0569                         *CURRENT SURVEY CONTROL
 JM0569  ______________________________________________________________________
 JM0569* NAD 83(1994) POSITION- 38 32 13.60884(N) 109 44 08.52241(W)   ADJUSTED
 JM0569* NAVD 88 ORTHO HEIGHT -  1864.7   (meters)     6118.    (feet) VERTCON3
 JM0569  ______________________________________________________________________
 JM0569  GEOID HEIGHT    -        -20.503 (meters)                     GEOID18
 JM0569  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 JM0569  HORZ ORDER      -  SECOND
 JM0569
 JM0569.The horizontal coordinates were established by classical geodetic methods
 JM0569.and adjusted by the National Geodetic Survey in November 1997.
 JM0569
 JM0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0569
 JM0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0569.GEOID18 height accuracy estimate available here.
 JM0569
 JM0569.Click photographs - Photos may exist for this station.
 JM0569
 JM0569.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0569
 JM0569. The following values were computed from the NAD 83(1994) position.
 JM0569
 JM0569;                    North         East     Units Scale Factor Converg.
 JM0569;SPC UT C     - 2,024,142.278   653,839.230   MT  1.00015278   +1 07 48.6
 JM0569;SPC UT C     - 6,640,873.46  2,145,137.54   sFT  1.00015278   +1 07 48.6
 JM0569;SPC UT S     - 3,209,050.168   653,822.365   MT  1.00003761   +1 04 51.5
 JM0569;SPC UT S     -10,528,358.76  2,145,082.21   sFT  1.00003761   +1 04 51.5
 JM0569;UTM  12      - 4,266,169.115   610,189.642   MT  0.99974952   +0 47 16.0
 JM0569
 JM0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0569!SPC UT C     -   0.99971072  x   1.00015278  =   0.99986346
 JM0569!SPC UT S     -   0.99971072  x   1.00003761  =   0.99974832
 JM0569!UTM  12      -   0.99971072  x   0.99974952  =   0.99946032
 JM0569
 JM0569:                Primary Azimuth Mark                     Grid Az
 JM0569:SPC UT C     -  PLATEAU                                  291 41 01.6
 JM0569:SPC UT S     -  PLATEAU                                  291 43 58.7
 JM0569:UTM  12      -  PLATEAU                                  292 01 34.2
 JM0569
 JM0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH1018966169(NAD 83)
 JM0569
 JM0569|---------------------------------------------------------------------|
 JM0569| PID    Reference Object                     Distance      Geod. Az  |
 JM0569|                                                           dddmmss.s |
 JM0569| JM0579 PLATEAU                             APPROX. 4.9 KM 2924850.2 |
 JM0569|---------------------------------------------------------------------|
 JM0569
 JM0569                          SUPERSEDED SURVEY CONTROL
 JM0569
 JM0569  NAD 83(1986)-  38 32 13.59603(N)    109 44 08.52261(W) AD(       ) 2
 JM0569  NAD 27      -  38 32 13.66012(N)    109 44 06.09872(W) AD(       ) 2
 JM0569  NGVD 29 (07/19/86) 1863.6    (m)         6114.     (f) VERT ANG       
 JM0569
 JM0569.Superseded values are not recommended for survey control.
 JM0569
 JM0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0569.See file dsdata.pdf to determine how the superseded data were derived.
 JM0569
 JM0569_MARKER: DZ = AZIMUTH MARK DISK
 JM0569_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0569_STAMPING: PLATEAU 1937
 JM0569_MARK LOGO: CGS
 JM0569_MAGNETIC: P = MARKER IS A STEEL PIPE
 JM0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0569+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2009
 JM0569
 JM0569  HISTORY     - Date     Condition        Report By
 JM0569  HISTORY     - 1937     MONUMENTED       CGS
 JM0569  HISTORY     - 1958     GOOD             CGS
 JM0569  HISTORY     - 1963     GOOD             CGS
 JM0569  HISTORY     - 20091201 GOOD             GEOCAC
 JM0569
 JM0569                          STATION DESCRIPTION
 JM0569
 JM0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JM0569'STATION IS ABOUT 11 MILES WSW OF MOAB, UTAH, ON A LOW FLAT
 JM0569'RIDGE APPROXIMATELY 2 MILES ESE OF A SMALL, PROMINENT,
 JM0569'SANDSTONE KNOB 150 FEET HIGHER THAN THE PLATEAU.  THE RIDGE
 JM0569'IS SPARSLEY COVERED WITH BRUSH.  THERE ARE MORE PROMINENT
 JM0569'RIDGES BOTH NW AND S OF THE RIDGE ON WHICH STATION IS LOCATED.
 JM0569'RIDGE IS ABOUT 3/4 MILE S OF A SMALL MASONRY DAM IN A WASH.
 JM0569'
 JM0569'STATION IS A STANDARD AZIMUTH DISK CEMENTED IN THE TOP OF A
 JM0569'4-INCH IRON PIPE PROJECTING ABOUT 8 INCHES ABOVE GROUND.  THERE
 JM0569'ARE NO REFERENCE MARKS.
 JM0569'
 JM0569'TO REACH FROM MOAB, UTAH, GO NW 17.5 MILES ON U.S. HIGHWAY
 JM0569'450 TO GRADED DIRT ROAD LEFT.  TURN LEFT AND FOLLOW DIRT ROAD
 JM0569'7.1 MILES W AND NW TO SHARP CURVE LEFT.  CONTINUE ON GRADED
 JM0569'DIRT ROAD SOUTHERLY, UPGRADE, 7.35 MILES TO WINDMILL AND WATER
 JM0569'TANK LEFT.  CONTINUE SOUTHERLY ON GRADED DIRT ROAD 4.9 MILES
 JM0569'TO FORKS AT N EDGE OF OPEN GRASS PRAIRIE.  FROM WHICH POINT
 JM0569'STATION PLATEAU IS SEEN ON SMALL SANDSTONE KNOB 1/3 MILE NE.
 JM0569'TURN LEFT ON MAIN-TRAVELED ROAD AND GO 1.2 MILES TO Y ROADS.
 JM0569'TAKE LEFT FORK (E) AND GO 0.05 MILE TO CROSSROADS.  CONTINUE
 JM0569'(E) 0.4 MILE TO DIM SLANTING CROSSROADS AT E EDGE OF SWALE.
 JM0569'TURN RIGHT AND GO E ON DIM TRACKS 0.4 MILE TO CREST OF
 JM0569'RIDGE.  CONTINUE E FOR 0.8 MILE TO A SMALL WASH.  TURN RIGHT
 JM0569'AND GO S TO CREST OF RIDGE AND STATION.
 JM0569
 JM0569                          STATION RECOVERY (1958)
 JM0569
 JM0569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JDA)
 JM0569'STATION MARK RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 JM0569'SEE RECONNAISSANCE DESCRIPTION FOR MORE DIRECT ROUTE FROM MOAB.
 JM0569
 JM0569                          STATION RECOVERY (1963)
 JM0569
 JM0569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JM0569'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A
 JM0569'BETTER ROUTE TO THE STATION FOLLOWS--
 JM0569'
 JM0569'TO REACH FROM THE POST OFFICE IN MOAB, GO NORTHERLY ON U.S.
 JM0569'HIGHWAY 160 FOR 11.0 MILES TO A ROAD ON THE LEFT AND SIGN
 JM0569'DEAD HORSE POINT.  TURN LEFT AS PER SIGN AND FOLLOW THE ROAD
 JM0569'WESTERLY UP THE CANYON AND ONTO THE TOP OF THE MESA FOR
 JM0569'8.3 MILES TO A FORK.  KEEP LEFT AND FOLLOW THE MAIN ROAD
 JM0569'FOR 3.7 MILES TO ANOTHER FORK.  KEEP LEFT FORK AND FOLLOW
 JM0569'THE MAIN ROAD FOR 2.4 MILES TO A FORK AT THE TOP OF A RIDGE.
 JM0569'KEEP LEFT FORK AND FOLLOW THE ROAD LEADING TOWARDS DEAD HORSE
 JM0569'POINT FOR 1.9 MILES TO A FORK.  KEEP LEFT AND GO EAST FOR 0.2
 JM0569'MILE TO A FORK.  KEEP RIGHT AND FOLLOW A DIM TRACK ROAD
 JM0569'EASTERLY FOR 1.45 MILES TO THE TOP OF THE RIDGE AND THE
 JM0569'STATION.
 JM0569
 JM0569                          STATION RECOVERY (2009)
 JM0569
 JM0569'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0569'REFERENCE OBJECT FOUND.  STATION IS ABOUT 110 FEET SSW OF THE TOP OF
 JM0569'CUT OF AN ABANDONED WELL PAD AND THERE ARE ABANDONED SETTLEMENT POND
 JM0569'DIKES ANOTHER 100 METERS FURTHER NORTH
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0703 ***********************************************************************
 MS0703  DESIGNATION -  PLEASANT
 MS0703  PID         -  MS0703
 MS0703  STATE/COUNTY-  UT/BOX ELDER
 MS0703  COUNTRY     -  US
 MS0703  USGS QUAD   -  PLAIN CITY (2017)
 MS0703
 MS0703                         *CURRENT SURVEY CONTROL
 MS0703  ______________________________________________________________________
 MS0703* NAD 83(1994) POSITION- 41 20 39.36142(N) 112 01 10.20417(W)   ADJUSTED
 MS0703* NAVD 88 ORTHO HEIGHT -  1540.2   (meters)     5053.    (feet) VERTCON3
 MS0703  ______________________________________________________________________
 MS0703  GEOID HEIGHT    -        -16.411 (meters)                     GEOID18
 MS0703  LAPLACE CORR    -         15.83  (seconds)                    DEFLEC18
 MS0703  HORZ ORDER      -  SECOND
 MS0703
 MS0703.The horizontal coordinates were established by classical geodetic methods
 MS0703.and adjusted by the National Geodetic Survey in November 1997.
 MS0703
 MS0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0703
 MS0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0703.GEOID18 height accuracy estimate available here.
 MS0703
 MS0703.Click photographs - Photos may exist for this station.
 MS0703
 MS0703.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0703
 MS0703. The following values were computed from the NAD 83(1994) position.
 MS0703
 MS0703;                    North         East     Units Scale Factor Converg.
 MS0703;SPC UT N     - 1,112,394.442   456,521.967   MT  0.99995817   -0 20 33.1
 MS0703;SPC UT N     - 3,649,580.77  1,497,772.49   sFT  0.99995817   -0 20 33.1
 MS0703;UTM  12      - 4,577,476.428   414,705.494   MT  0.99968953   -0 40 24.6
 MS0703
 MS0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0703!SPC UT N     -   0.99976105  x   0.99995817  =   0.99971923
 MS0703!UTM  12      -   0.99976105  x   0.99968953  =   0.99945065
 MS0703
 MS0703:                Primary Azimuth Mark                     Grid Az
 MS0703:SPC UT N     -  PLEASANT AZ MK                           072 21 42.3
 MS0703:UTM  12      -  PLEASANT AZ MK                           072 41 33.8
 MS0703
 MS0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1470577476(NAD 83)
 MS0703
 MS0703|---------------------------------------------------------------------|
 MS0703| PID    Reference Object                     Distance      Geod. Az  |
 MS0703|                                                           dddmmss.s |
 MS0703| CM5772 PLEASANT AZ MK                                     0720109.2 |
 MS0703| CM5773 PLEASANT RM 1                        14.180 METERS 11911     |
 MS0703| MR0716 NORTH OGDEN ARMY DEPOT TANK         APPROX. 9.7 KM 1665939.5 |
 MS0703| MS0710 OGDEN DEL MONTE FOOD PROD TANK      APPROX.13.7 KM 1740631.2 |
 MS0703| MS0708 CLEARFIELD FREEPORT CENTER TK       APPROX.22.5 KM 1772008.3 |
 MS0703| MS0705 MG 46                                15.729 METERS 22230     |
 MS0703|---------------------------------------------------------------------|
 MS0703
 MS0703                          SUPERSEDED SURVEY CONTROL
 MS0703
 MS0703  NAD 83(1993)-  41 20 39.36043(N)    112 01 10.20184(W) AD(       ) 2
 MS0703  NAD 83(1986)-  41 20 39.35070(N)    112 01 10.19204(W) AD(       ) 2
 MS0703  NAD 27      -  41 20 39.56000(N)    112 01 07.39250(W) AD(       ) 2
 MS0703  NGVD 29 (07/19/86) 1539.2    (m)         5050.     (f) VERT ANG       
 MS0703
 MS0703.Superseded values are not recommended for survey control.
 MS0703
 MS0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0703.See file dsdata.pdf to determine how the superseded data were derived.
 MS0703
 MS0703_MARKER: DS = TRIANGULATION STATION DISK
 MS0703_SETTING: 80 = SET IN A BOULDER
 MS0703
 MS0703  HISTORY     - Date     Condition        Report By
 MS0703  HISTORY     - 1963     MONUMENTED       CGS
 MS0703
 MS0703                          STATION DESCRIPTION
 MS0703
 MS0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MS0703'THE STATION IS ABOUT 5-1/2 MILES NORTHEAST OF PLAIN CITY,
 MS0703'4-1/2 MILES SOUTH-SOUTHEAST OF WILLARD, 1-3/4 MILES NORTH OF
 MS0703'PLEASANT VIEW, ON THE SOUTHWEST END OF A RIDGE WITH HIGHER
 MS0703'GROUND TO THE NORTHEAST AND EAST.
 MS0703'
 MS0703'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WILLARD,
 MS0703'GO SOUTH ON U.S. HIGHWAYS 91, 191 AND 30S FOR 4.3 MILES TO
 MS0703'THE JUNCTION OF STATE HIGHWAY 84.  TAKE THE RIGHT FORK, FOLLOWING
 MS0703'THE U.S. HIGHWAYS FOR 1.4 MILES TO THE WEBER COUNTY LINE.
 MS0703'CONTINUE AHEAD ON THE HIGHWAY FOR 0.35 MILE TO VERNES DINNER
 MS0703'HOUSE AND PLEASANT VIEW DRIVE ON THE LEFT.  TURN LEFT, EAST,
 MS0703'ON PLEASANT VIEW DRIVE FOR 1.4 MILES TO 1100 WEST STREET.  TURN
 MS0703'LEFT, NORTH, ON 1100 WEST STREET FOR 0.6 MILE TO THE END
 MS0703'OF THE PAVEMENT AND CANAL.  CROSS OVER THE CANAL AND CONTINUE
 MS0703'FOR 0.4 MILE TO A CROSSROAD, TURN LEFT, WESTERLY, FOR 0.25
 MS0703'MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND TAKE THE
 MS0703'LEFT FORK STRAIGHT AHEAD FOR 0.55 MILE TO ANOTHER WIRE
 MS0703'GATE.  PASS THROUGH AND CONTINUE FOR 0.15 MILE TO A FORK,
 MS0703'TAKE THE RIGHT FORK, NORTHEASTERLY, UP GRADE FOR 0.4 MILE
 MS0703'TO THE END OF TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL,
 MS0703'PACK WEST-NORTHWEST THROUGH ROCKY AREA DOWN HILL FOR ABOUT 150
 MS0703'YARDS TO THE STATION.  TO REACH THE AZIMUTH MARK FROM THE END OF
 MS0703'TRUCK TRAVEL, CONTINUE NORTH AND EAST FOR 0.6 MILE TO
 MS0703'THE MARK ON THE RIGHT.
 MS0703'
 MS0703'THE STATION MARK IS A STANDARD DISK, STAMPED PLEASANT 1963,
 MS0703'CEMENTED IN A DRILL HOLE IN A 9 BY 14 FOOT BOULDER PROJECTING
 MS0703'3 FEET.  IT IS 200 FEET EAST-SOUTHEAST OF THE WEST END OF
 MS0703'THE RIDGE, 150 FEET SOUTH OF THE NORTH SLOPE OF THE RIDGE AND
 MS0703'75 YARDS SOUTHWEST OF THE HIGHEST POINT OF THE RIDGE.
 MS0703'
 MS0703'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PLEASANT NO
 MS0703'1 1963, CEMENTED IN A DRILL HOLE IN A 6 BY 6 FOOT ROCK OUTCROP
 MS0703'PROJECTING 6 INCHES.  IT IS 200 FEET EAST-SOUTHEAST OF THE
 MS0703'WEST END OF THE RIDGE AND ABOUT 2 FEET LOWER THAN THE STATION.
 MS0703'
 MS0703'MG-46 IS A U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED MG-46,
 MS0703'CEMENTED IN A DRILL HOLE IN A 4 BY 4 FOOT ROCK OUTCROP PROJECTING
 MS0703'1 FOOT.  IT IS 180 FEET SOUTH OF THE NORTH SLOPE OF THE RIDGE,
 MS0703'150 FEET EAST OF THE WEST END OF THE RIDGE AND ABOUT 3 FEET
 MS0703'LOWER THAN THE STATION.
 MS0703'
 MS0703'AZIMUTH MARK IS A STANDARD DISK, STAMPED PLEASANT 1963, CEMENTED
 MS0703'IN A DRILL HOLE IN A 6 BY 6 FOOT BOULDER PROJECTING 6 FEET.
 MS0703'IT IS 75 YARDS SOUTH OF A MICRO-WAVE BUILDING, 36 FEET SOUTH
 MS0703'OF THE CENTERLINE OF A TRACK ROAD LEADING EAST AND 32 FEET
 MS0703'WEST OF THE CENTERLINE OF A TRACK ROAD LEADING NORTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0684 ***********************************************************************
 MS0684  DESIGNATION -  PLYMOUTH
 MS0684  PID         -  MS0684
 MS0684  STATE/COUNTY-  UT/BOX ELDER
 MS0684  COUNTRY     -  US
 MS0684  USGS QUAD   -  PORTAGE (2017)
 MS0684
 MS0684                         *CURRENT SURVEY CONTROL
 MS0684  ______________________________________________________________________
 MS0684* NAD 83(1994) POSITION- 41 53 42.86782(N) 112 10 04.12522(W)   ADJUSTED
 MS0684* NAVD 88 ORTHO HEIGHT -  1403.66  (+/-2cm)     4605.2   (feet) VERTCON3
 MS0684  ______________________________________________________________________
 MS0684  GEOID HEIGHT    -        -15.038 (meters)                     GEOID18
 MS0684  LAPLACE CORR    -          1.54  (seconds)                    DEFLEC18
 MS0684  HORZ ORDER      -  SECOND
 MS0684  VERT ORDER      -  THIRD ? (See Below)
 MS0684
 MS0684.The horizontal coordinates were established by classical geodetic methods
 MS0684.and adjusted by the National Geodetic Survey in November 1997.
 MS0684
 MS0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0684
 MS0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0684.GEOID18 height accuracy estimate available here.
 MS0684
 MS0684.The vertical order pertains to the NGVD 29 superseded value.
 MS0684
 MS0684.Click photographs - Photos may exist for this station.
 MS0684
 MS0684.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0684
 MS0684. The following values were computed from the NAD 83(1994) position.
 MS0684
 MS0684;                    North         East     Units Scale Factor Converg.
 MS0684;SPC UT N     - 1,173,670.723   444,579.997   MT  1.00002008   -0 26 25.2
 MS0684;SPC UT N     - 3,850,618.03  1,458,592.87   sFT  1.00002008   -0 26 25.2
 MS0684;UTM  12      - 4,638,804.377   403,125.334   MT  0.99971548   -0 46 47.6
 MS0684
 MS0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0684!SPC UT N     -   0.99978225  x   1.00002008  =   0.99980233
 MS0684!UTM  12      -   0.99978225  x   0.99971548  =   0.99949779
 MS0684
 MS0684:                Primary Azimuth Mark                     Grid Az
 MS0684:SPC UT N     -  PLYMOUTH AZ MK                           347 58 33.6
 MS0684:UTM  12      -  PLYMOUTH AZ MK                           348 18 56.0
 MS0684
 MS0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM0312538804(NAD 83)
 MS0684
 MS0684|---------------------------------------------------------------------|
 MS0684| PID    Reference Object                     Distance      Geod. Az  |
 MS0684|                                                           dddmmss.s |
 MS0684| CM5775 PLYMOUTH RM 1                         9.083 METERS 18839     |
 MS0684| CM5776 PLYMOUTH RM 2                         8.750 METERS 30803     |
 MS0684| CM5774 PLYMOUTH AZ MK                                     3473208.4 |
 MS0684|---------------------------------------------------------------------|
 MS0684
 MS0684                          SUPERSEDED SURVEY CONTROL
 MS0684
 MS0684  NAD 83(1993)-  41 53 42.86546(N)    112 10 04.11596(W) AD(       ) 2
 MS0684  NAD 83(1986)-  41 53 42.86041(N)    112 10 04.11578(W) AD(       ) 2
 MS0684  NAD 27      -  41 53 43.12990(N)    112 10 01.26470(W) AD(       ) 2
 MS0684  NGVD 29            1402.64   (m)         4601.8    (f) LEVELING    3  
 MS0684  NGVD 29            1402.69   (m)         4602.0    (f) LEVELING    3  
 MS0684
 MS0684.Superseded values are not recommended for survey control.
 MS0684
 MS0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0684.See file dsdata.pdf to determine how the superseded data were derived.
 MS0684
 MS0684_MARKER: DS = TRIANGULATION STATION DISK
 MS0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0684_STAMPING: PLYMOUTH 1963
 MS0684_MARK LOGO: CGS
 MS0684_PROJECTION: FLUSH
 MS0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0684+STABILITY: SURFACE MOTION
 MS0684
 MS0684  HISTORY     - Date     Condition        Report By
 MS0684  HISTORY     - 1963     MONUMENTED       CGS
 MS0684  HISTORY     - 1963     GOOD             USGS
 MS0684
 MS0684                          STATION DESCRIPTION
 MS0684
 MS0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MS0684'STATION IS 7.3 MILES SOUTH OF THE IDAHO-UTAH STATE LINE ON U.S.
 MS0684'HIGHWAY 191, 6 MILES SOUTHEAST OF PORTAGE, UTAH, AND ABOUT 1-1/2 MILES
 MS0684'NORTHWEST OF THE SMALL VILLAGE OF PLYMOUTH.  IT IS ON THE WEST SIDE OF
 MS0684'U.S. HIGHWAY 191 WHERE THE ROAD MAKES A CURVE ON THE HIGHEST POINT OF
 MS0684'A SMALL RIDGE.
 MS0684'
 MS0684'TO REACH FROM THE IDAHO-UTAH STATE LINE ON U.S. HIGHWAY 191 WHICH IS
 MS0684'ABOUT 13 MILES SOUTH OF MALAD CITY, GO SOUTH ON U.S.  HIGHWAY 191 FOR
 MS0684'5.7 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE AHEAD, SOUTH FOR
 MS0684'1.6 MILES TO THE STATION ON THE RIGHT.
 MS0684'
 MS0684'STATION IS A STANDARD DISK STAMPED, PLYMOUTH 1963, SET IN TOP OF A 12
 MS0684'INCH SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 MS0684'81.5 FEET WEST OF THE CENTERLINE OF U.S.  HIGHWAY 191, 27 FEET
 MS0684'NORTHEAST OF A METAL WITNESS POST, 16 FEET EAST OF A FENCE, AND ABOUT
 MS0684'5 FEET HIGHER THAN THE HIGHWAY.
 MS0684'
 MS0684'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, PLYMOUTH NO 1 1963, SET
 MS0684'IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 MS0684'96.5 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 191, 3.5 FEET SOUTH
 MS0684'OF A METAL WITNESS POST, 1 FOOT EAST OF A FENCE, 4 FEET HIGHER THAN
 MS0684'THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE STATION.
 MS0684'
 MS0684'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, PLYMOUTH NO 2 1963, SET
 MS0684'IN TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 MS0684'GROUND.  IT IS 96.5 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 191,
 MS0684'46 FEET NORTH OF A METAL WITNESS POST, 1 FOOT EAST OF THE FENCE, 4
 MS0684'FEET HIGHER THAN THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE STATION.
 MS0684'
 MS0684'AZIMUTH MARK IS A STANDARD DISK STAMPED, PLYMOUTH 1963, SET IN TOP OF
 MS0684'A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 MS0684'IT IS 126 FEET NORTH OF THE CENTERLINE OF A SIDE ROAD, 92 FEET EAST OF
 MS0684'THE CENTERLINE OF U.S. HIGHWAY 191, 3 FEET SOUTH OF A METAL WITNESS
 MS0684'POST, 1.5 FEET WEST OF A FENCE, AND ABOUT 4 FEET HIGHER THAN THE
 MS0684'HIGHWAY.
 MS0684
 MS0684                          STATION RECOVERY (1963)
 MS0684
 MS0684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MS0684'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 41112-1,
 MS0684'STATION 1004.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN1003 ***********************************************************************
 HN1003  DESIGNATION -  POCKETS
 HN1003  PID         -  HN1003
 HN1003  STATE/COUNTY-  UT/GARFIELD
 HN1003  COUNTRY     -  US
 HN1003  USGS QUAD   -  DEER POINT (2017)
 HN1003
 HN1003                         *CURRENT SURVEY CONTROL
 HN1003  ______________________________________________________________________
 HN1003* NAD 83(1994) POSITION- 37 42 16.43105(N) 110 59 18.13472(W)   ADJUSTED
 HN1003* NAVD 88 ORTHO HEIGHT -  2208.6   (meters)     7246.    (feet) VERTCON3
 HN1003  ______________________________________________________________________
 HN1003  GEOID HEIGHT    -        -21.206 (meters)                     GEOID18
 HN1003  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 HN1003  HORZ ORDER      -  FIRST
 HN1003
 HN1003.The horizontal coordinates were established by classical geodetic methods
 HN1003.and adjusted by the National Geodetic Survey in November 1997.
 HN1003
 HN1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN1003
 HN1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN1003.GEOID18 height accuracy estimate available here.
 HN1003
 HN1003.Click photographs - Photos may exist for this station.
 HN1003
 HN1003.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN1003
 HN1003. The following values were computed from the NAD 83(1994) position.
 HN1003
 HN1003;                    North         East     Units Scale Factor Converg.
 HN1003;SPC UT S     - 3,115,312.641   545,114.956   MT  0.99995226   +0 18 48.5
 HN1003;SPC UT S     -10,220,821.56  1,788,431.32   sFT  0.99995226   +0 18 48.5
 HN1003;UTM  12      - 4,173,036.690   501,025.099   MT  0.99960001   +0 00 25.6
 HN1003
 HN1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN1003!SPC UT S     -   0.99965687  x   0.99995226  =   0.99960915
 HN1003!UTM  12      -   0.99965687  x   0.99960001  =   0.99925702
 HN1003
 HN1003:                Primary Azimuth Mark                     Grid Az
 HN1003:SPC UT S     -  POCKETS RM 3 AZIMUTH                     112 09 01.0
 HN1003:UTM  12      -  POCKETS RM 3 AZIMUTH                     112 27 23.9
 HN1003
 HN1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0102573036(NAD 83)
 HN1003
 HN1003|---------------------------------------------------------------------|
 HN1003| PID    Reference Object                     Distance      Geod. Az  |
 HN1003|                                                           dddmmss.s |
 HN1003| CM6941 POCKETS RM 1                          7.523 METERS 03245     |
 HN1003| CM6943 POCKETS RM 3 AZIMUTH                               1122749.5 |
 HN1003| CM6942 POCKETS RM 2                          4.205 METERS 12134     |
 HN1003|---------------------------------------------------------------------|
 HN1003
 HN1003                          SUPERSEDED SURVEY CONTROL
 HN1003
 HN1003  NAD 83(1986)-  37 42 16.42615(N)    110 59 18.13446(W) AD(       ) 1
 HN1003  NAD 27      -  37 42 16.45730(N)    110 59 15.58441(W) AD(       ) 1
 HN1003  NGVD 29 (07/19/86) 2207.4    (m)         7242.     (f) VERT ANG       
 HN1003
 HN1003.Superseded values are not recommended for survey control.
 HN1003
 HN1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN1003.See file dsdata.pdf to determine how the superseded data were derived.
 HN1003
 HN1003_MARKER: DS = TRIANGULATION STATION DISK
 HN1003_SETTING: 66 = SET IN ROCK OUTCROP
 HN1003
 HN1003  HISTORY     - Date     Condition        Report By
 HN1003  HISTORY     - 1934     MONUMENTED       CGS
 HN1003  HISTORY     - 1936     SEE DESCRIPTION  CGS
 HN1003  HISTORY     - 1963     GOOD             CGS
 HN1003
 HN1003                          STATION DESCRIPTION
 HN1003
 HN1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 HN1003'ON HIGH MESA IN WATER POCKET FOLD, LONG RANGE OF HILLS LYING
 HN1003'EAST OF ESCALANTE RIVER AND WEST OF HOXIE CREEK (LOCALLY
 HN1003'KNOWN AS GRAND GULCH).  FROM NORTH, STATION MESA APPEARS AS
 HN1003'LONG RIDGE BROKEN IN MIDDLE BY DEEP SADDLE IN CENTER OF WHICH
 HN1003'IS SMALL SHEER-FACED BUTTE.  STATION IS ON WEST END OF MESA,
 HN1003'TO WEST OF SADDLE, AND AT EDGE OF SHEER ROCK CLIFFS WHICH FORM
 HN1003'WEST END OF MESA.  IT IS 10 FEET EAST OF EDGE OF CLIFF, ABOUT
 HN1003'200 YARDS SOUTH OF MOST NORTHWESTERN POINT OF MESA, AND ON
 HN1003'LARGE ROUNDED ROCK OUTCROP.  REACHED IN 1936 FROM EAST BOULDER
 HN1003'RANCH (BOWNS RANCH), WHICH IS 11.0 MILES SOUTH OF NOTOM,
 HN1003'BY DRIVING SOUTH DOWN GRAND GULCH 25.0 MILES TO GATE IN
 HN1003'DRIFT FENCE.  CONTINUE SOUTH 2.5 MILES TO POINT WHERE
 HN1003'WASH COMES IN FROM WEST AND END OF TRUCK TRAVEL.  FROM
 HN1003'HERE, PACK WEST UP GRAVEL WASH THROUGH CANYON IN WATER
 HN1003'POCKET FOLD 4.0 MILES TO HIGH RIDGE THAT RUNS SOUTH TOWARDS
 HN1003'STATION MESA.  FOLLOW SOUTH ALONG TOP OF RIDGE TO BASE OF
 HN1003'MESA 1.0 MILE.  PACK TO TOP OF MESA AND GO SOUTH 0.5
 HN1003'MILE TO RIM ROCK.  ASCEND RIM ROCK ON NORTHEAST SIDE OF
 HN1003'MESA AND GO WEST 0.25 MILE TO HIGHEST POINT ON WEST EDGE
 HN1003'OF MESA AND STATION.  FOUR-HOUR PACK.  MARK IS STANDARD DISK
 HN1003'STATION MARK IN OUTCROPPING BEDROCK.  REFERENCE
 HN1003'AND AZIMUTH MARKS ARE STANDARD DISK IN OUTCROPPING
 HN1003'BEDROCK.  NO. 1 IS FLUSH WITH OUTCROP, AND IS
 HN1003'7.523 METERS (24.68 FEET) NORTH OF STATION.
 HN1003'NO. 2 IS FLUSH IN OUTCROP, AND 4.205 METERS
 HN1003'(13.80 FEET) EAST OF STATION.  NO. 3
 HN1003'(AZIMUTH MARK) IS ON LARGE DOME-SHAPED ROCK, ABOUT 1/4 MILE
 HN1003'SOUTHWEST FROM STATION.
 HN1003'DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND NO. 2 IS 28.01 FEET.
 HN1003
 HN1003                          STATION RECOVERY (1963)
 HN1003
 HN1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN1003'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 HN1003'IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE
 HN1003'MARKS CHECKED THE ORIGINAL DATA, HOWEVER, THE DISTANCE TO
 HN1003'R.M. 3 (AZIMUTH MARK) IS ABOUT 1/2 MILE INSTEAD OF 1/4 MILE.
 HN1003'
 HN1003'THE STATION WAS REACHED BY HELICOPTER BY FLYING NORTH-NORTHWEST
 HN1003'ON A TRUE COURSE OF 354 DEGREES FROM HOLE-IN-THE-ROCK FOR A
 HN1003'DISTANCE OF ABOUT 31 MILES.  A LANDING WAS MADE ON THE NORTHWEST
 HN1003'RIM OF THE PROMINENT ISOLATED BUTTE, ON BARE ROCK ABOUT 0.3
 HN1003'MILE SOUTH-SOUTHWEST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0703 ***********************************************************************
 HN0703  DESIGNATION -  POINT
 HN0703  PID         -  HN0703
 HN0703  STATE/COUNTY-  UT/KANE
 HN0703  COUNTRY     -  US
 HN0703  USGS QUAD   -  NAVAJO POINT (2017)
 HN0703
 HN0703                         *CURRENT SURVEY CONTROL
 HN0703  ______________________________________________________________________
 HN0703* NAD 83(1994) POSITION- 37 13 36.23789(N) 111 00 53.06216(W)   ADJUSTED
 HN0703* NAVD 88 ORTHO HEIGHT -  2305.8   (meters)     7565.    (feet) VERTCON3
 HN0703  ______________________________________________________________________
 HN0703  GEOID HEIGHT    -        -22.657 (meters)                     GEOID18
 HN0703  LAPLACE CORR    -         -7.49  (seconds)                    DEFLEC18
 HN0703  HORZ ORDER      -  THIRD
 HN0703
 HN0703.The horizontal coordinates were established by classical geodetic methods
 HN0703.and adjusted by the National Geodetic Survey in November 1997.
 HN0703
 HN0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0703
 HN0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0703.GEOID18 height accuracy estimate available here.
 HN0703
 HN0703.Click photographs - Photos may exist for this station.
 HN0703
 HN0703.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0703
 HN0703. The following values were computed from the NAD 83(1994) position.
 HN0703
 HN0703;                    North         East     Units Scale Factor Converg.
 HN0703;SPC UT S     - 3,062,269.791   543,064.991   MT  0.99999829   +0 17 50.3
 HN0703;SPC UT S     -10,046,796.81  1,781,705.72   sFT  0.99999829   +0 17 50.3
 HN0703;UTM  12      - 4,120,025.155   498,692.443   MT  0.99960002   -0 00 32.1
 HN0703
 HN0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0703!SPC UT S     -   0.99964183  x   0.99999829  =   0.99964012
 HN0703!UTM  12      -   0.99964183  x   0.99960002  =   0.99924200
 HN0703
 HN0703:                Primary Azimuth Mark                     Grid Az
 HN0703:SPC UT S     -  60 MILE                                  107 55 09.2
 HN0703:UTM  12      -  60 MILE                                  108 13 31.6
 HN0703
 HN0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG9869220025(NAD 83)
 HN0703
 HN0703|---------------------------------------------------------------------|
 HN0703| PID    Reference Object                     Distance      Geod. Az  |
 HN0703|                                                           dddmmss.s |
 HN0703| HN0925 60 MILE                             APPROX. 4.2 KM 1081259.5 |
 HN0703|---------------------------------------------------------------------|
 HN0703
 HN0703                          SUPERSEDED SURVEY CONTROL
 HN0703
 HN0703  NAD 83(1992)-  37 13 36.23476(N)    111 00 53.06220(W) AD(       ) 3
 HN0703  NAD 83(1986)-  37 13 36.23381(N)    111 00 53.06243(W) AD(       ) 3
 HN0703  NAD 27      -  37 13 36.26693(N)    111 00 50.51048(W) AD(       ) 3
 HN0703  NGVD 29 (07/19/86) 2304.7    (m)         7561.     (f) VERT ANG       
 HN0703
 HN0703.Superseded values are not recommended for survey control.
 HN0703
 HN0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0703.See file dsdata.pdf to determine how the superseded data were derived.
 HN0703
 HN0703_MARKER: DD = SURVEY DISK
 HN0703_SETTING: 66 = SET IN ROCK OUTCROP
 HN0703_STAMPING: POINT 1953
 HN0703_MARK LOGO: USGS
 HN0703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0703+STABILITY: POSITION/ELEVATION WELL
 HN0703
 HN0703  HISTORY     - Date     Condition        Report By
 HN0703  HISTORY     - 1953     MONUMENTED       USGS
 HN0703
 HN0703                          STATION DESCRIPTION
 HN0703
 HN0703'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0703'LOCATED ABOUT 56 MI. SE. OF ESCALANTE AND 6 MI. NE. OF HOLE-IN-THE
 HN0703'ROCK, ON EASTERNMOST POST OF PROMINIENT BEND IN STRAIGHT CLIFFS
 HN0703'MOUNTAIN RANGE.
 HN0703'
 HN0703'REACHED BY HELICOPTER.
 HN0703'
 HN0703'STATION MARK - STANDARD TABLET STAMPED ---POINT 1953--- CEMENTED IN
 HN0703'ROCK OUTCROP.
 HN0703'
 HN0703'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER IN TREE, 49.65 FT. FROM
 HN0703'STATION MARK, S 33 DEG 48 MIN 12 SEC W.
 HN0703'
 HN0703'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER IN TREE, 29.80 FT. FROM
 HN0703'STATION MARK, N 78 DEG 20 MIN 49 SEC E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0490 ***********************************************************************
 LP0490  DESIGNATION -  POINT
 LP0490  PID         -  LP0490
 LP0490  STATE/COUNTY-  UT/TOOELE
 LP0490  COUNTRY     -  US
 LP0490  USGS QUAD   -  TIMPIE (2017)
 LP0490
 LP0490                         *CURRENT SURVEY CONTROL
 LP0490  ______________________________________________________________________
 LP0490* NAD 83(1994) POSITION- 40 43 39.31709(N) 112 37 53.64835(W)   ADJUSTED
 LP0490* NAVD 88 ORTHO HEIGHT -  1698.7   (meters)     5573.    (feet) VERTCON3
 LP0490  ______________________________________________________________________
 LP0490  GEOID HEIGHT    -        -17.465 (meters)                     GEOID18
 LP0490  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 LP0490  HORZ ORDER      -  THIRD
 LP0490
 LP0490.The horizontal coordinates were established by classical geodetic methods
 LP0490.and adjusted by the National Geodetic Survey in November 1997.
 LP0490
 LP0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0490
 LP0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0490.GEOID18 height accuracy estimate available here.
 LP0490
 LP0490.Click photographs - Photos may exist for this station.
 LP0490
 LP0490.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0490
 LP0490. The following values were computed from the NAD 83(1994) position.
 LP0490
 LP0490;                    North         East     Units Scale Factor Converg.
 LP0490;SPC UT C     - 2,266,424.422   404,404.955   MT  1.00002023   -0 43 29.5
 LP0490;SPC UT C     - 7,435,760.79  1,326,785.26   sFT  1.00002023   -0 43 29.5
 LP0490;UTM  12      - 4,509,797.649   362,216.352   MT  0.99983367   -1 03 52.9
 LP0490
 LP0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0490!SPC UT C     -   0.99973634  x   1.00002023  =   0.99975657
 LP0490!UTM  12      -   0.99973634  x   0.99983367  =   0.99957006
 LP0490
 LP0490:                Primary Azimuth Mark                     Grid Az
 LP0490:SPC UT C     -  TIMPIE                                   348 08 52.5
 LP0490:UTM  12      -  TIMPIE                                   348 29 15.9
 LP0490
 LP0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL6221609797(NAD 83)
 LP0490
 LP0490|---------------------------------------------------------------------|
 LP0490| PID    Reference Object                     Distance      Geod. Az  |
 LP0490|                                                           dddmmss.s |
 LP0490| LP0489 TIMPIE                              APPROX. 1.8 KM 3472523.0 |
 LP0490|---------------------------------------------------------------------|
 LP0490
 LP0490                          SUPERSEDED SURVEY CONTROL
 LP0490
 LP0490  NAD 83(1993)-  40 43 39.30834(N)    112 37 53.64552(W) AD(       ) 3
 LP0490  NAD 83(1986)-  40 43 39.30639(N)    112 37 53.63795(W) AD(       ) 3
 LP0490  NAD 27      -  40 43 39.52182(N)    112 37 50.77207(W) AD(       ) 3
 LP0490  NGVD 29 (07/19/86) 1697.7    (m)         5570.     (f) VERT ANG       
 LP0490
 LP0490.Superseded values are not recommended for survey control.
 LP0490
 LP0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0490.See file dsdata.pdf to determine how the superseded data were derived.
 LP0490
 LP0490_MARKER: DD = SURVEY DISK
 LP0490_SETTING: 66 = SET IN ROCK OUTCROP
 LP0490_STAMPING: POINT 1955
 LP0490_MARK LOGO: USGS
 LP0490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0490+STABILITY: POSITION/ELEVATION WELL
 LP0490
 LP0490  HISTORY     - Date     Condition        Report By
 LP0490  HISTORY     - 1955     MONUMENTED       USGS
 LP0490
 LP0490                          STATION DESCRIPTION
 LP0490
 LP0490'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LP0490'LOCATED ABOUT 12 MI. NW. OF GRANTSVILLE, 2 MI. SE. OF TIMPIE AND 1 MI.
 LP0490'S. OF HIGHWAY 40, ON HIGH TOP PASSING POINT OF MOUNTAIN.
 LP0490'
 LP0490'TO REACH FROM JUNCTION OF U.S. HIGHWAY 40 AND DUGWAY TURN-OFF AT THE
 LP0490'TIMPIE SERVICE STATION, DRIVE E. ON U.S. HIGHWAY 40 FOR 1.9 MI. TO
 LP0490'DIRT Y-RD., TURN RIGHT (SW.) 0.1 MI. ON DIRT RD. AROUND POINT OF
 LP0490'RIDGE TO END OF RD.  PACK SW. UP RIDGE TO POINT AND STATION.  ABOUT
 LP0490'1 HOUR PACK.
 LP0490'
 LP0490'STATION MARK--STANDARD TABLET STAMPED ---POINT 1955--- CEMENTED IN
 LP0490'ROCK OUTCROP.
 LP0490'
 LP0490'REFERENCE MARK NO. 1--CHISELED CROSS ON ROCK, 9.06 FT. FROM STATION
 LP0490'MARK, N 36 DEG 49 MIN W.
 LP0490'
 LP0490'REFERENCE MARK NO. 2--CHISELED CROSS ON ROCK, 11.56 FT. FROM STATION
 LP0490'MARK, N 49 DEG 55 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0718 ***********************************************************************
 MS0718  DESIGNATION -  POINT
 MS0718  PID         -  MS0718
 MS0718  STATE/COUNTY-  UT/BOX ELDER
 MS0718  COUNTRY     -  US
 MS0718  USGS QUAD   -  PROMONTORY POINT (2017)
 MS0718
 MS0718                         *CURRENT SURVEY CONTROL
 MS0718  ______________________________________________________________________
 MS0718* NAD 83(1994) POSITION- 41 12 16.66819(N) 112 25 46.33768(W)   ADJUSTED
 MS0718* NAVD 88 ORTHO HEIGHT -  1310.6   (meters)     4300.    (feet) VERTCON3
 MS0718  ______________________________________________________________________
 MS0718  GEOID HEIGHT    -        -16.796 (meters)                     GEOID18
 MS0718  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 MS0718  HORZ ORDER      -  SECOND
 MS0718
 MS0718.The horizontal coordinates were established by classical geodetic methods
 MS0718.and adjusted by the National Geodetic Survey in November 1997.
 MS0718
 MS0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0718
 MS0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0718.GEOID18 height accuracy estimate available here.
 MS0718
 MS0718.Click photographs - Photos may exist for this station.
 MS0718
 MS0718.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0718
 MS0718. The following values were computed from the NAD 83(1994) position.
 MS0718
 MS0718;                    North         East     Units Scale Factor Converg.
 MS0718;SPC UT N     - 1,097,174.138   422,040.330   MT  0.99995716   -0 36 46.4
 MS0718;SPC UT N     - 3,599,645.48  1,384,643.98   sFT  0.99995716   -0 36 46.4
 MS0718;SPC UT C     - 2,319,207.111   422,022.452   MT  1.00018540   -0 35 43.6
 MS0718;SPC UT C     - 7,608,932.00  1,384,585.33   sFT  1.00018540   -0 35 43.6
 MS0718;UTM  12      - 4,562,458.420   380,144.577   MT  0.99977680   -0 56 30.6
 MS0718
 MS0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0718!SPC UT N     -   0.99979710  x   0.99995716  =   0.99975427
 MS0718!SPC UT C     -   0.99979710  x   1.00018540  =   0.99998246
 MS0718!UTM  12      -   0.99979710  x   0.99977680  =   0.99957394
 MS0718
 MS0718:                Primary Azimuth Mark                     Grid Az
 MS0718:SPC UT N     -  PROMONTORY PT AIRPORT BEACON             002 14 09.7
 MS0718:SPC UT C     -  PROMONTORY PT AIRPORT BEACON             002 13 06.9
 MS0718:UTM  12      -  PROMONTORY PT AIRPORT BEACON             002 33 53.9
 MS0718
 MS0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL8014462458(NAD 83)
 MS0718
 MS0718|---------------------------------------------------------------------|
 MS0718| PID    Reference Object                     Distance      Geod. Az  |
 MS0718|                                                           dddmmss.s |
 MS0718| MS0721 PROMONTORY PT AIRPORT BEACON        APPROX. 0.9 KM 0013723.3 |
 MS0718|---------------------------------------------------------------------|
 MS0718
 MS0718                          SUPERSEDED SURVEY CONTROL
 MS0718
 MS0718  NAD 83(1993)-  41 12 16.66673(N)    112 25 46.33595(W) AD(       ) 2
 MS0718  NAD 83(1986)-  41 12 16.65747(N)    112 25 46.32767(W) AD(       ) 2
 MS0718  NAD 27      -  41 12 16.89143(N)    112 25 43.48756(W) AD(       ) 2
 MS0718  NGVD 29 (07/19/86) 1309.7    (m)         4297.     (f) VERT ANG       
 MS0718
 MS0718.Superseded values are not recommended for survey control.
 MS0718
 MS0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0718.See file dsdata.pdf to determine how the superseded data were derived.
 MS0718
 MS0718_MARKER: DD = SURVEY DISK
 MS0718_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 MS0718_STAMPING: POINT 1966
 MS0718_MARK LOGO: USGS
 MS0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0718
 MS0718  HISTORY     - Date     Condition        Report By
 MS0718  HISTORY     - 1966     MONUMENTED       USGS
 MS0718
 MS0718                          STATION DESCRIPTION
 MS0718
 MS0718'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (DHK)
 MS0718'LOCATED ABOUT 31 MI. SW. OF BRIGHAM CITY.  21 MI. W. OF ROY.
 MS0718'2.5 MI. E. OF SALINE.  ON A SMALL ROCKY TOP AT THE SOUTHERN
 MS0718'TIP OF PROMONTORY POINT.
 MS0718'
 MS0718'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 30S, 191 AND
 MS0718'STATE HIGHWAY 83 IN CORINNE, GO W. ON STATE HIGHWAY 83 FOR
 MS0718'16.85 MI. TO RD. FORK, TAKE LEFT FORK (W.) FOR 2.05 MI.  TAKE
 MS0718'LEFT FORK (S.) TO PROMONTORY POINT FOR 31.95 MI. TO AIRWAY
 MS0718'BEACON AND AIRSTRIP.  FROM BEACON GO S. ACROSS AIRSTRIP FOR
 MS0718'0.15 MI. TO RR. TRACK.  PACK SW. ABOUT 0.4 MI. ACROSS COUNTRY
 MS0718'TO STATION.  ABOUT A 10-MINUTE PACK.
 MS0718'
 MS0718'STATION MARK--A STANDARD TABLET STAMPED POINT 1966, CEMENTED IN A
 MS0718'DRILL HOLE.
 MS0718'
 MS0718'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0596 ***********************************************************************
 LN0596  DESIGNATION -  POINT
 LN0596  PID         -  LN0596
 LN0596  STATE/COUNTY-  UT/UINTAH
 LN0596  COUNTRY     -  US
 LN0596  USGS QUAD   -  ISLAND PARK (2017)
 LN0596
 LN0596                         *CURRENT SURVEY CONTROL
 LN0596  ______________________________________________________________________
 LN0596* NAD 83(1994) POSITION- 40 35 58.47531(N) 109 13 57.31897(W)   ADJUSTED
 LN0596* NAVD 88 ORTHO HEIGHT -  2344.    (meters)     7690.    (feet) SCALED
 LN0596  ______________________________________________________________________
 LN0596  GEOID HEIGHT    -        -15.315 (meters)                     GEOID18
 LN0596  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 LN0596  HORZ ORDER      -  THIRD
 LN0596
 LN0596.The horizontal coordinates were established by classical geodetic methods
 LN0596.and adjusted by the National Geodetic Survey in November 1997.
 LN0596
 LN0596.The orthometric height was scaled from a topographic map.
 LN0596
 LN0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0596.GEOID18 height accuracy estimate available here.
 LN0596
 LN0596.Click photographs - Photos may exist for this station.
 LN0596
 LN0596.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0596
 LN0596. The following values were computed from the NAD 83(1994) position.
 LN0596
 LN0596;                    North         East     Units Scale Factor Converg.
 LN0596;SPC UT C     - 2,254,036.735   691,896.027   MT  0.99998784   +1 27 08.8
 LN0596;SPC UT C     - 7,395,118.85  2,269,995.55   sFT  0.99998784   +1 27 08.8
 LN0596;UTM  12      - 4,495,809.034   649,541.604   MT  0.99987526   +1 09 01.4
 LN0596
 LN0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0596!SPC UT C     -   0.99963479  x   0.99998784  =   0.99962264
 LN0596!UTM  12      -   0.99963479  x   0.99987526  =   0.99951010
 LN0596
 LN0596:                Primary Azimuth Mark                     Grid Az
 LN0596:SPC UT C     -  PLATEAU                                  250 26 53.6
 LN0596:UTM  12      -  PLATEAU                                  250 45 01.0
 LN0596
 LN0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK4954195809(NAD 83)
 LN0596
 LN0596|---------------------------------------------------------------------|
 LN0596| PID    Reference Object                     Distance      Geod. Az  |
 LN0596|                                                           dddmmss.s |
 LN0596| LN0603 PLATEAU                             APPROX. 4.5 KM 2515402.4 |
 LN0596|---------------------------------------------------------------------|
 LN0596
 LN0596                          SUPERSEDED SURVEY CONTROL
 LN0596
 LN0596  NAD 83(1993)-  40 35 58.47431(N)    109 13 57.31447(W) AD(       ) 3
 LN0596  NAD 83(1992)-  40 35 58.45687(N)    109 13 57.30773(W) AD(       ) 3
 LN0596  NAD 83(1986)-  40 35 58.45682(N)    109 13 57.30773(W) AD(       ) 3
 LN0596  NAD 27      -  40 35 58.59659(N)    109 13 54.84397(W) AD(       ) 3
 LN0596
 LN0596.Superseded values are not recommended for survey control.
 LN0596
 LN0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0596.See file dsdata.pdf to determine how the superseded data were derived.
 LN0596
 LN0596_MARKER: DD = SURVEY DISK
 LN0596_SETTING: 80 = SET IN A BOULDER
 LN0596_STAMPING: POINT 1939
 LN0596_MARK LOGO: USGS
 LN0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0596+STABILITY: SURFACE MOTION
 LN0596
 LN0596  HISTORY     - Date     Condition        Report By
 LN0596  HISTORY     - 1939     MONUMENTED       USGS
 LN0596
 LN0596                          STATION DESCRIPTION
 LN0596
 LN0596'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 LN0596'JENSEN, UTAH, 16 MI. N. AND 5 MI. E. OF, 8 MI. E. FROM RD. FORKS (ON
 LN0596'VERNAL-BROWNS PARK ROAD), ON S. EDGE OF DIAMOND PLATEAU, IN NW. 1/4
 LN0596'OF SEC. 4, T 3 S, R 24 E, ABOUT 700 FT. S. OF RD., ALONG S. RIM OF
 LN0596'PLATEAU.
 LN0596'
 LN0596'STATION MARK--STANDARD BRONZE TABLET CEMENTED IN LARGE BOULDER, SET
 LN0596'IN GROUND, STAMPED ---POINT - 1939---.
 LN0596'
 LN0596'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET CEMENTED IN
 LN0596'LARGE BOULDER, STAMPED ---POINT NO. 1---, 46.42 FT. FROM STATION,
 LN0596'S 79 DEG 01 MIN E.
 LN0596'
 LN0596'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET CEMENTED IN
 LN0596'LARGE BOULDER, STAMPED ---POINT NO. 2---, 55.98 FT. FROM STATION,
 LN0596'N 52 DEG 08 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0656 ***********************************************************************
 LN0656  DESIGNATION -  POINT
 LN0656  PID         -  LN0656
 LN0656  STATE/COUNTY-  UT/UINTAH
 LN0656  COUNTRY     -  US
 LN0656  USGS QUAD   -  LAPOINT (2017)
 LN0656
 LN0656                         *CURRENT SURVEY CONTROL
 LN0656  ______________________________________________________________________
 LN0656* NAD 83(1994) POSITION- 40 24 38.33325(N) 109 47 17.09606(W)   ADJUSTED
 LN0656* NAVD 88 ORTHO HEIGHT -  1811.0   (meters)     5942.    (feet) VERTCON3
 LN0656  ______________________________________________________________________
 LN0656  GEOID HEIGHT    -        -16.853 (meters)                     GEOID18
 LN0656  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 LN0656  HORZ ORDER      -  FIRST
 LN0656
 LN0656.The horizontal coordinates were established by classical geodetic methods
 LN0656.and adjusted by the National Geodetic Survey in November 1997.
 LN0656
 LN0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0656
 LN0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0656.GEOID18 height accuracy estimate available here.
 LN0656
 LN0656.Click photographs - Photos may exist for this station.
 LN0656
 LN0656.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0656
 LN0656. The following values were computed from the NAD 83(1994) position.
 LN0656
 LN0656;                    North         East     Units Scale Factor Converg.
 LN0656;SPC UT C     - 2,232,016.016   645,291.548   MT  0.99994924   +1 05 47.8
 LN0656;SPC UT C     - 7,322,872.55  2,117,094.02   sFT  0.99994924   +1 05 47.8
 LN0656;UTM  12      - 4,474,041.810   602,827.825   MT  0.99973015   +0 47 08.5
 LN0656
 LN0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0656!SPC UT C     -   0.99971863  x   0.99994924  =   0.99966788
 LN0656!UTM  12      -   0.99971863  x   0.99973015  =   0.99944886
 LN0656
 LN0656:                Primary Azimuth Mark                     Grid Az
 LN0656:SPC UT C     -  POINT AZ MK                              152 48 36.9
 LN0656:UTM  12      -  POINT AZ MK                              153 07 16.2
 LN0656
 LN0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK0282774041(NAD 83)
 LN0656
 LN0656|---------------------------------------------------------------------|
 LN0656| PID    Reference Object                     Distance      Geod. Az  |
 LN0656|                                                           dddmmss.s |
 LN0656| CP6430 POINT RM 1                           10.573 METERS 15351     |
 LN0656| CP6429 POINT AZ MK                                        1535424.7 |
 LN0656| CP6431 POINT RM 2                           11.741 METERS 26046     |
 LN0656|---------------------------------------------------------------------|
 LN0656
 LN0656                          SUPERSEDED SURVEY CONTROL
 LN0656
 LN0656  NAD 83(1993)-  40 24 38.33260(N)    109 47 17.09631(W) AD(       ) 1
 LN0656  NAD 83(1986)-  40 24 38.31144(N)    109 47 17.08334(W) AD(       ) 1
 LN0656  NAD 27      -  40 24 38.46400(N)    109 47 14.55900(W) AD(       ) 1
 LN0656  NGVD 29 (07/31/96) 1809.7    (m)         5937.     (f) VERT ANG       
 LN0656  NGVD 29 (07/19/86) 1812.8    (m)         5947.     (f) VERT ANG       
 LN0656
 LN0656.Superseded values are not recommended for survey control.
 LN0656
 LN0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0656.See file dsdata.pdf to determine how the superseded data were derived.
 LN0656
 LN0656_MARKER: DS = TRIANGULATION STATION DISK
 LN0656_SETTING: 80 = SET IN A BOULDER
 LN0656_STAMPING: POINT 1946
 LN0656_MARK LOGO: CGS
 LN0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0656+STABILITY: SURFACE MOTION
 LN0656
 LN0656  HISTORY     - Date     Condition        Report By
 LN0656  HISTORY     - 1946     MONUMENTED       CGS
 LN0656  HISTORY     - 1961     GOOD             CGS
 LN0656  HISTORY     - 1963     GOOD             USGS
 LN0656
 LN0656                          STATION DESCRIPTION
 LN0656
 LN0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0656'STATION IS LOCATED ABOUT 200 FEET SOUTH-SOUTHEAST OF HIGHEST
 LN0656'POINT OF A LONG, BARE, ROCK-TOPPED BUTTE, WHICH IS STEEP ON ALL
 LN0656'SIDES WITH THE EXCEPTION OF THE NORTH SIDE.  APPROXIMATELY 1
 LN0656'MILE AIR LINE NORTHEAST OF THE SMALL VILLAGE OF LAPOINT.  13
 LN0656'MILES AIR LINE EAST AND A LITTLE SOUTH OF NEOLA.  14 MILES
 LN0656'AIR LINE SOUTHWEST OF VERNAL.  30 FEET NORTH OF SOUTH EDGE OF
 LN0656'BUTTE.  SET FLUSH, AND STAMPED--POINT 1946.
 LN0656'
 LN0656'REFERENCE MARK NO. 1 IS ON SOUTH EDGE OF BUTTE, APPROXIMATELY
 LN0656'1 FOOT LOWER THAN STATION, SET FLUSH, AND STAMPED--POINT NO 1
 LN0656'1946.
 LN0656'
 LN0656'REFERENCE MARK NO. 2 IS APPROXIMATELY 3 FEET NORTHEAST OF SOUTH
 LN0656'EDGE OF BUTTE, AT ABOUT THE SAME ELEVATION AS STATION, PROJECTS
 LN0656'3 INCHES, AND STAMPED--POINT NO 2 1946.
 LN0656'
 LN0656'AZIMUTH MARK IS APPROXIMATELY 50 FEET EAST OF CENTER LINE OF
 LN0656'NORTH-SOUTH ROAD, 35 FEET NORTH OF CENTERLLINE OF EAST-WEST
 LN0656'ROAD, 2 FEET EAST OF POWER-LINE POLE, PROJECTS 3 INCHES, AND
 LN0656'STAMPED--POINT 1946.
 LN0656'
 LN0656'TO REACH FROM THE SMALL VILLAGE OF LAPOINT, ON STATE HIGHWAY
 LN0656'121, GO EAST FOR 0.5 MILE TO CROSSROADS AND AZIMUTH MARK AS
 LN0656'DESCRIBED ABOVE.  TURN LEFT NORTH AND FOLLOW MAIN ROAD UP DEEP
 LN0656'CREEK FOR 0.65 MILE TO DIM ROAD LEFT.  TURN LEFT ON DIM ROAD
 LN0656'AND GO 0.2 MILE.  TURN LEFT LEAVING ROAD AND GO ACROSS COUNTRY
 LN0656'TOWARD SOUTH END OF BUTTE FOR A DISTANCE OF 0.2 MILE TO A DEEP
 LN0656'WASH AND END OF TRUCK TRAVEL.  PACK TO WEST UP STEEP HILL TO
 LN0656'TOP OF BUTTE AND STATION AS DESCRIBED ABOVE.  A 10 MINUTE
 LN0656'PACK.
 LN0656
 LN0656                          STATION RECOVERY (1961)
 LN0656
 LN0656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RLG)
 LN0656'STATION AND MARKS FOUND AS DESCRIBED IN GOOD CONDITION.
 LN0656
 LN0656                          STATION RECOVERY (1963)
 LN0656
 LN0656'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LN0656'TO REACH FROM LA POINT PO, PROCEED E. ON STATE HWY. 246 FOR 0.5
 LN0656'MI. TO OILED RD. HEADING N., TURN LEFT AND GO 0.55 MI. TO RD.
 LN0656'FK., TURN LEFT NW. AND FOLLOW MAIN TRAVELED RD. FOR 0.55 MI.
 LN0656'TO TRACK RD. LEFT.  FROM HERE FOLLOW RD. 0.7 MI. WINDING UP THE
 LN0656'E. FACE OF RIDGE TO TOP, CONTINUE ON RD. FOR 0.3 MI. S. ALONG
 LN0656'RIDGE TO S. EDGE OF RIDGE AND STATION MARK.  A DRIVE STA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0455 ***********************************************************************
 JN0455  DESIGNATION -  POISON
 JN0455  PID         -  JN0455
 JN0455  STATE/COUNTY-  UT/GARFIELD
 JN0455  COUNTRY     -  US
 JN0455  USGS QUAD   -  STAIR CANYON (2017)
 JN0455
 JN0455                         *CURRENT SURVEY CONTROL
 JN0455  ______________________________________________________________________
 JN0455* NAD 83(1994) POSITION- 38 04 27.10543(N) 110 27 41.80564(W)   ADJUSTED
 JN0455* NAVD 88 ORTHO HEIGHT -  1791.4   (meters)     5877.    (feet) VERTCON3
 JN0455  ______________________________________________________________________
 JN0455  GEOID HEIGHT    -        -20.384 (meters)                     GEOID18
 JN0455  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 JN0455  HORZ ORDER      -  SECOND
 JN0455
 JN0455.The horizontal coordinates were established by classical geodetic methods
 JN0455.and adjusted by the National Geodetic Survey in November 1997.
 JN0455
 JN0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0455
 JN0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0455.GEOID18 height accuracy estimate available here.
 JN0455
 JN0455.Click photographs - Photos may exist for this station.
 JN0455
 JN0455.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0455
 JN0455. The following values were computed from the NAD 83(1994) position.
 JN0455
 JN0455;                    North         East     Units Scale Factor Converg.
 JN0455;SPC UT S     - 3,156,720.247   591,107.002   MT  0.99996408   +0 38 10.3
 JN0455;SPC UT S     -10,356,673.01  1,939,323.56   sFT  0.99996408   +0 38 10.3
 JN0455;UTM  12      - 4,214,184.087   547,221.472   MT  0.99962746   +0 19 55.3
 JN0455
 JN0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0455!SPC UT S     -   0.99972218  x   0.99996408  =   0.99968627
 JN0455!UTM  12      -   0.99972218  x   0.99962746  =   0.99934974
 JN0455
 JN0455:                Primary Azimuth Mark                     Grid Az
 JN0455:SPC UT S     -  POISON AZ MK                             116 15 26.4
 JN0455:UTM  12      -  POISON AZ MK                             116 33 41.4
 JN0455
 JN0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH4722114184(NAD 83)
 JN0455
 JN0455|---------------------------------------------------------------------|
 JN0455| PID    Reference Object                     Distance      Geod. Az  |
 JN0455|                                                           dddmmss.s |
 JN0455| CM6944 POISON AZ MK                                       1165336.7 |
 JN0455| CM6945 POISON RM 1                           7.504 METERS 22952     |
 JN0455| CM6946 POISON RM 2                           5.705 METERS 33120     |
 JN0455|---------------------------------------------------------------------|
 JN0455
 JN0455                          SUPERSEDED SURVEY CONTROL
 JN0455
 JN0455  NAD 83(1986)-  38 04 27.09862(N)    110 27 41.80445(W) AD(       ) 2
 JN0455  NAD 27      -  38 04 27.14777(N)    110 27 39.28700(W) AD(       ) 2
 JN0455  NGVD 29 (07/19/86) 1790.4    (m)         5874.     (f) VERT ANG       
 JN0455
 JN0455.Superseded values are not recommended for survey control.
 JN0455
 JN0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0455.See file dsdata.pdf to determine how the superseded data were derived.
 JN0455
 JN0455_MARKER: DD = SURVEY DISK
 JN0455_SETTING: 0 = UNSPECIFIED SETTING
 JN0455
 JN0455  HISTORY     - Date     Condition        Report By
 JN0455  HISTORY     - 1963     MONUMENTED       USGS
 JN0455  HISTORY     - 1963     GOOD             USGS
 JN0455
 JN0455                          STATION DESCRIPTION
 JN0455
 JN0455'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (LGB)
 JN0455'THE STATION IS LOCATED ABOUT 25 MILES SOUTHEAST OF HANKSVILLE,
 JN0455'18-1/2 MILES NORTH OF THE SMALL TOWN OF HITE, 3-1/4 MILES
 JN0455'WEST SOUTHWEST OF A POINT WHERE POISON SPRING CANYON JUNCTIONS
 JN0455'WITH THE DIRTY DEVIL RIVER ON A LOW FLAT TOPPED SAND HILL THAT
 JN0455'IS NEAR THE EAST END AND IS THE HIGHEST POINT ON CEDAR POINT.
 JN0455'
 JN0455'TO REACH THE STATION BY HELICOPTER FROM HITE FLY NORTH ON A
 JN0455'TRUE COURSE OF 356 DEGREES FOR ABOUT 18-1/2 MILES TO THE SAND
 JN0455'HILL AND THE STATION.  TO REACH THE AZIMUTH MARK FROM THE
 JN0455'STATION PACK DOWN OFF THE HILL TO THE SOUTHEAST AND ACROSS THE
 JN0455'SAND HUMMOCKS FOR 0.7 MILE TO A LOW RED SAND HILL AND THE MARK.
 JN0455'
 JN0455'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 JN0455'POISON 1952, CEMENTED IN A DRILL HOLE IN A SMALL BOULDER FLUSH
 JN0455'WITH THE GROUND.  IT IS 150 YARDS WEST OF THE EAST END OF THE
 JN0455'HILL, 45 FEET NORTH OF THE SOUTH EDGE OF THE HILL AND 12.6
 JN0455'FEET WEST OF A SMALL CAIRN.
 JN0455'
 JN0455'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 JN0455'DISK, STAMPED NO 1 1952, CEMENTED IN A DRILL HOLE IN A BOULDER
 JN0455'1 BY 1 FEET IN CROSS SECTION THAT IS FLUSH WITH THE GROUND.
 JN0455'IT IS 30 FEET NORTH OF THE SOUTH EDGE OF THE HILL.
 JN0455'
 JN0455'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 JN0455'DISK, STAMPED NO 2 1952, DRIVEN INTO THE TOP OF A 1-INCH GALVANIZED
 JN0455'PIPE THAT IS SET IN THE GROUND AND PROJECTS 5 INCHES.
 JN0455'
 JN0455'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED POISON USGS 1963,
 JN0455'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE 3 FEET LONG THAT IS
 JN0455'SET IN CONCRETE AND PROJECTS ONE FOOT.  IT IS 100 FEET SOUTH
 JN0455'OF THE HIGHEST POINT OF A LOW, RED SAND HILL THAT IS ON THE
 JN0455'NORTHWEST EDGE OF A WIDE WASH.
 JN0455
 JN0455                          STATION RECOVERY (1963)
 JN0455
 JN0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JN0455'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0482 ***********************************************************************
 JM0482  DESIGNATION -  POLAR
 JM0482  PID         -  JM0482
 JM0482  STATE/COUNTY-  UT/GRAND
 JM0482  COUNTRY     -  US
 JM0482  USGS QUAD   -  FISHER VALLEY (2017)
 JM0482
 JM0482                         *CURRENT SURVEY CONTROL
 JM0482  ______________________________________________________________________
 JM0482* NAD 83(1994) POSITION- 38 39 26.81027(N) 109 08 44.03424(W)   ADJUSTED
 JM0482* NAVD 88 ORTHO HEIGHT -  2468.1   (meters)     8097.    (feet) VERTCON3
 JM0482  ______________________________________________________________________
 JM0482  GEOID HEIGHT    -        -18.524 (meters)                     GEOID18
 JM0482  LAPLACE CORR    -          7.94  (seconds)                    DEFLEC18
 JM0482  HORZ ORDER      -  THIRD
 JM0482
 JM0482.The horizontal coordinates were established by classical geodetic methods
 JM0482.and adjusted by the National Geodetic Survey in November 1997.
 JM0482
 JM0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0482
 JM0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0482.GEOID18 height accuracy estimate available here.
 JM0482
 JM0482.Click photographs - Photos may exist for this station.
 JM0482
 JM0482.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0482
 JM0482. The following values were computed from the NAD 83(1994) position.
 JM0482
 JM0482;                    North         East     Units Scale Factor Converg.
 JM0482;SPC UT C     - 2,038,682.099   704,934.465   MT  1.00010798   +1 30 29.5
 JM0482;SPC UT C     - 6,688,576.19  2,312,772.49   sFT  1.00010798   +1 30 29.5
 JM0482;UTM  12      - 4,280,395.717   661,356.420   MT  0.99992062   +1 09 31.1
 JM0482
 JM0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0482!SPC UT C     -   0.99961581  x   1.00010798  =   0.99972375
 JM0482!UTM  12      -   0.99961581  x   0.99992062  =   0.99953646
 JM0482
 JM0482:                Primary Azimuth Mark                     Grid Az
 JM0482:SPC UT C     -  BEAVER                                   169 35 00.5
 JM0482:UTM  12      -  BEAVER                                   169 55 58.9
 JM0482
 JM0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH6135680395(NAD 83)
 JM0482
 JM0482|---------------------------------------------------------------------|
 JM0482| PID    Reference Object                     Distance      Geod. Az  |
 JM0482|                                                           dddmmss.s |
 JM0482| JM0481 BEAVER                              APPROX. 8.7 KM 1710530.0 |
 JM0482|---------------------------------------------------------------------|
 JM0482
 JM0482                          SUPERSEDED SURVEY CONTROL
 JM0482
 JM0482  NAD 83(1992)-  38 39 26.79828(N)    109 08 44.03578(W) AD(       ) 3
 JM0482  NAD 83(1986)-  38 39 26.79828(N)    109 08 44.03331(W) AD(       ) 3
 JM0482  NAD 27      -  38 39 26.86101(N)    109 08 41.62916(W) AD(       ) 3
 JM0482  NGVD 29 (07/19/86) 2466.8    (m)         8093.     (f) VERT ANG       
 JM0482
 JM0482.Superseded values are not recommended for survey control.
 JM0482
 JM0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0482.See file dsdata.pdf to determine how the superseded data were derived.
 JM0482
 JM0482_MARKER: DB = BENCH MARK DISK
 JM0482_SETTING: 66 = SET IN ROCK OUTCROP
 JM0482_STAMPING: POLAR 1954
 JM0482_MARK LOGO: USGS
 JM0482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0482+STABILITY: POSITION/ELEVATION WELL
 JM0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0482+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2009
 JM0482
 JM0482  HISTORY     - Date     Condition        Report By
 JM0482  HISTORY     - 1954     MONUMENTED       USGS
 JM0482  HISTORY     - 20091106 GOOD             GEOCAC
 JM0482
 JM0482                          STATION DESCRIPTION
 JM0482
 JM0482'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0482'LOCATED ABOUT 22 MI. ENE. OF MOAB, 11 MI. W. OF GATEWAY, COLORADO,
 JM0482'AND 9 MI. NNE. OF MT. WAAS, ON THE S. END OF THE HIGHEST POINT OF
 JM0482'POLAR MESA.
 JM0482'
 JM0482'TO REACH FROM MOAB, DRIVE NW. FOR 2.85 MI. ON U.S. HIGHWAY 160, TURN
 JM0482'RIGHT AT SE. END OF BRIDGE AND FOLLOW RIVER RD. 16.1 MI. TO RD. FORKS
 JM0482'AND SIGN ---POLAR MESA---, TURN RIGHT PER SIGN AND FOLLOW MAIN
 JM0482'TRAVELED RD. 21.1 MI. TO RD. FORKS, TAKE LEFT FORK (LEAVE MAIN
 JM0482'TRAVELED RD.) FOR 0.7 MI. TO SAGE BRUSH CLEARING, TURN RIGHT AND
 JM0482'DRIVE CROSS COUNTRY NE. TO EDGE OF CLEARING AND END OF RD.  PACK
 JM0482'NE. UP DRAW TO SADDLE AND CLEARING THEN E. UP TO MESA THEN S. TO
 JM0482'S. END OF MESA AND STATION.  ABOUT 15 MINUTE PACK.
 JM0482'
 JM0482'STATION MARK--STANDARD TABLET STAMPED ---POLAR 1954---, CEMENTED
 JM0482'ON TOP OF A LARGE SANDSTONE LEDGE.
 JM0482'
 JM0482'REFERENCE MARK--COPPER NAIL IN BLAZE ON SIDE OF SMALL PINE TREE,
 JM0482'22.69 FT. FROM STATION MARK, N 60 DEG 42 MIN E.
 JM0482
 JM0482                          STATION RECOVERY (2009)
 JM0482
 JM0482'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0482'REFERENCE MARK ALSO FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0771 ***********************************************************************
 LO0771  DESIGNATION -  POLE
 LO0771  PID         -  LO0771
 LO0771  STATE/COUNTY-  UT/UTAH
 LO0771  COUNTRY     -  US
 LO0771  USGS QUAD   -  TIMPANOGOS CAVE (2017)
 LO0771
 LO0771                         *CURRENT SURVEY CONTROL
 LO0771  ______________________________________________________________________
 LO0771* NAD 83(1994) POSITION- 40 23 12.06691(N) 111 43 51.27749(W)   ADJUSTED
 LO0771* NAVD 88 ORTHO HEIGHT -  1584.1   (meters)     5197.    (feet) VERTCON3
 LO0771  ______________________________________________________________________
 LO0771  GEOID HEIGHT    -        -16.724 (meters)                     GEOID18
 LO0771  LAPLACE CORR    -         23.68  (seconds)                    DEFLEC18
 LO0771  HORZ ORDER      -  THIRD
 LO0771
 LO0771.The horizontal coordinates were established by classical geodetic methods
 LO0771.and adjusted by the National Geodetic Survey in November 1997.
 LO0771
 LO0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0771
 LO0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0771.GEOID18 height accuracy estimate available here.
 LO0771
 LO0771.Click photographs - Photos may exist for this station.
 LO0771
 LO0771.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0771
 LO0771. The following values were computed from the NAD 83(1994) position.
 LO0771
 LO0771;                    North         East     Units Scale Factor Converg.
 LO0771;SPC UT C     - 2,227,990.118   480,394.443   MT  0.99994512   -0 08 52.5
 LO0771;SPC UT C     - 7,309,664.25  1,576,094.10   sFT  0.99994512   -0 08 52.5
 LO0771;UTM  12      - 4,470,933.334   437,962.784   MT  0.99964737   -0 28 25.0
 LO0771
 LO0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0771!SPC UT C     -   0.99975419  x   0.99994512  =   0.99969932
 LO0771!UTM  12      -   0.99975419  x   0.99964737  =   0.99940165
 LO0771
 LO0771:                Primary Azimuth Mark                     Grid Az
 LO0771:SPC UT C     -  AMERICAN FORK SCHOOL CHIM                269 39 46.1
 LO0771:UTM  12      -  AMERICAN FORK SCHOOL CHIM                269 59 18.6
 LO0771
 LO0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK3796270933(NAD 83)
 LO0771
 LO0771|---------------------------------------------------------------------|
 LO0771| PID    Reference Object                     Distance      Geod. Az  |
 LO0771|                                                           dddmmss.s |
 LO0771| LO0802 AMERICAN FORK SCHOOL CHIM           APPROX. 5.7 KM 2693053.6 |
 LO0771| LO0803 LEHI LDS TEMPLE STEEPLE             APPROX.10.0 KM 2722323.0 |
 LO0771|---------------------------------------------------------------------|
 LO0771
 LO0771                          SUPERSEDED SURVEY CONTROL
 LO0771
 LO0771  NAD 83(1993)-  40 23 12.06635(N)    111 43 51.27643(W) AD(       ) 3
 LO0771  NAD 83(1986)-  40 23 12.05472(N)    111 43 51.27184(W) AD(       ) 3
 LO0771  NAD 27      -  40 23 12.20807(N)    111 43 48.50944(W) AD(       ) 3
 LO0771  NGVD 29 (07/19/86) 1583.0    (m)         5194.     (f) VERT ANG       
 LO0771
 LO0771.Superseded values are not recommended for survey control.
 LO0771
 LO0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0771.See file dsdata.pdf to determine how the superseded data were derived.
 LO0771
 LO0771_MARKER: DD = SURVEY DISK
 LO0771_SETTING: 66 = SET IN ROCK OUTCROP
 LO0771_STAMPING: POLE
 LO0771_MARK LOGO: USGS
 LO0771_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0771+STABILITY: POSITION/ELEVATION WELL
 LO0771
 LO0771  HISTORY     - Date     Condition        Report By
 LO0771  HISTORY     - 1922     MONUMENTED       USGS
 LO0771
 LO0771                          STATION DESCRIPTION
 LO0771
 LO0771'DESCRIBED BY US GEOLOGICAL SURVEY 1922
 LO0771'LOCATED ABOUT 1.5 MI. (AIRLINE) A LITTLE E. OF N. OF PLEASANT GROVE
 LO0771'AT HIGHEST POINT ALONG ELECTRIC POWERLINE ON HILL. T 5 S, R 2 E,
 LO0771'SEC. 16.
 LO0771'
 LO0771'TO REACH FROM PLEASANT GROVE DRIVE N. ON RD. TO AMERICAN FORK CANYON
 LO0771'FOR 2.5 MI. TO CANAL CROSSING, TURN RIGHT AND TAKE POOR RD. UP HILL,
 LO0771'GO E. AND S. ON THIS RD. FOR 1.2 MI. TO POINT NEAR STATION.
 LO0771'
 LO0771'STATION MARK--STANDARD TABLET STAMPED ---POLE---, CEMENTED IN ROCK
 LO0771'NEAR POWERPOLE.
 LO0771'
 LO0771'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---POLE
 LO0771'NO. 1 1946---, CEMENTED IN BEDROCK, 5.14 FT. FROM STATION,
 LO0771'S 89 DEG 08 MIN W.
 LO0771'
 LO0771'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED ---POLE
 LO0771'NO 2 1946---, CEMENTED IN BEDROCK, 20.34 FT. FROM STATION,
 LO0771'N 24 DEG 08 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0777 ***********************************************************************
 LO0777  DESIGNATION -  POLE
 LO0777  PID         -  LO0777
 LO0777  STATE/COUNTY-  UT/UTAH
 LO0777  COUNTRY     -  US
 LO0777  USGS QUAD   -  SPANISH FORK PEAK (2017)
 LO0777
 LO0777                         *CURRENT SURVEY CONTROL
 LO0777  ______________________________________________________________________
 LO0777* NAD 83(1994) POSITION- 40 01 39.02871(N) 111 32 16.51908(W)   ADJUSTED
 LO0777* NAVD 88 ORTHO HEIGHT -  2031.0   (meters)     6663.    (feet) VERTCON3
 LO0777  ______________________________________________________________________
 LO0777  GEOID HEIGHT    -        -16.739 (meters)                     GEOID18
 LO0777  LAPLACE CORR    -          0.89  (seconds)                    DEFLEC18
 LO0777  HORZ ORDER      -  FIRST
 LO0777
 LO0777.The horizontal coordinates were established by classical geodetic methods
 LO0777.and adjusted by the National Geodetic Survey in November 1997.
 LO0777
 LO0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0777
 LO0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0777.GEOID18 height accuracy estimate available here.
 LO0777
 LO0777.Click photographs - Photos may exist for this station.
 LO0777
 LO0777.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0777
 LO0777. The following values were computed from the NAD 83(1994) position.
 LO0777
 LO0777;                    North         East     Units Scale Factor Converg.
 LO0777;SPC UT C     - 2,188,086.080   496,763.306   MT  0.99990445   -0 01 27.5
 LO0777;SPC UT C     - 7,178,745.75  1,629,797.61   sFT  0.99990445   -0 01 27.5
 LO0777;UTM  12      - 4,430,948.918   454,101.455   MT  0.99962593   -0 20 45.5
 LO0777
 LO0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0777!SPC UT C     -   0.99968410  x   0.99990445  =   0.99958858
 LO0777!UTM  12      -   0.99968410  x   0.99962593  =   0.99931015
 LO0777
 LO0777:                Primary Azimuth Mark                     Grid Az
 LO0777:SPC UT C     -  P 54                                     090 52 58.7
 LO0777:UTM  12      -  P 54                                     091 12 16.7
 LO0777
 LO0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK5410130948(NAD 83)
 LO0777
 LO0777|---------------------------------------------------------------------|
 LO0777| PID    Reference Object                     Distance      Geod. Az  |
 LO0777|                                                           dddmmss.s |
 LO0777| CM5783 POLE RM 1                             9.190 METERS 03606     |
 LO0777| LO0443 P 54                                               0905131.2 |
 LO0777| CM5784 POLE RM 2                             6.105 METERS 19958     |
 LO0777|---------------------------------------------------------------------|
 LO0777
 LO0777                          SUPERSEDED SURVEY CONTROL
 LO0777
 LO0777  NAD 83(1993)-  40 01 39.02804(N)    111 32 16.51764(W) AD(       ) 1
 LO0777  NAD 83(1986)-  40 01 39.01703(N)    111 32 16.51319(W) AD(       ) 1
 LO0777  NAD 27      -  40 01 39.18000(N)    111 32 13.82700(W) AD(       ) 1
 LO0777  NGVD 29 (07/19/86) 2030.0    (m)         6660.     (f) VERT ANG       
 LO0777
 LO0777.Superseded values are not recommended for survey control.
 LO0777
 LO0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0777.See file dsdata.pdf to determine how the superseded data were derived.
 LO0777
 LO0777_MARKER: DS = TRIANGULATION STATION DISK
 LO0777_SETTING: 66 = SET IN ROCK OUTCROP
 LO0777_STAMPING: POLE 1947
 LO0777_MARK LOGO: CGS
 LO0777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0777+STABILITY: POSITION/ELEVATION WELL
 LO0777
 LO0777  HISTORY     - Date     Condition        Report By
 LO0777  HISTORY     - 1947     MONUMENTED       CGS
 LO0777
 LO0777                          STATION DESCRIPTION
 LO0777
 LO0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LO0777'STATION LOCATED NEAR NORTH END OF A HIGH, PROMINENT POINT OF
 LO0777'A HIGH RIDGE JUST SOUTH OF SPANISH FORK CANYON AND ON THE EAST
 LO0777'EDGE OF POLE CANYON, APPROXIMATELY 10 MILES AIRLINE EAST OF
 LO0777'SALEM, 8 MILES AIRLINE SOUTHEAST OF SPANISH FORK, APPROXIMATELY
 LO0777'50 FEET SOUTH OF NORTH END OF RIDGE, SET FLUSH WITH GROUND,
 LO0777'AND STAMPED--POLE 1947.
 LO0777'
 LO0777'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN STATION,
 LO0777'SET FLUSH WITH GROUND, AND STAMPED--POLE NO 1 1947.
 LO0777'
 LO0777'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 LO0777'STATION, PROJECTING 6 INCHES AND STAMPED--POLE NO 2 1947.
 LO0777'
 LO0777'A U.S.C. AND G. SURVEY BENCH MARK STAMPED R 54 1934 WAS USED
 LO0777'AS AZIMUTH MARK, LOCATED ON SOUTHWEST END OF BRIDGE,
 LO0777'APPROXIMATELY 12 FEET SOUTH OF CENTER LINE OF HIGHWAY, SET
 LO0777'FLUSH IN CEMENT FOUNDATION OF BRIDGE.
 LO0777'
 LO0777'TO REACH FROM SPANISH FORK AT JUNCTION OF HIGHWAYS 91 AND 6,
 LO0777'GO EAST ON HIGHWAY 6 FOR 4.2 MILES TO JUNCTION OF HIGHWAYS 50
 LO0777'AND 89 WITH HIGHWAY 6.  CONTINUE ON HIGHWAY FOR 3.5 MILES TO
 LO0777'A GATE AND FARM ROAD ON RIGHT CROSSING RAILROAD TRACKS.  (TO REACH
 LO0777'AZIMUTH MARK FROM THIS POINT, CONTINUE ON HIGHWAY FOR 2.3
 LO0777'MILES TO BRIDGE ON HIGHWAY AND MARK AS DESCRIBED ABOVE).
 LO0777'TURN RIGHT, CROSS RAILROAD TRACKS AND GO 0.1 MILE TO FARM HOUSE
 LO0777'AND END OF TRUCK TRAVEL.  PACK UP STEEP SLOPE TO SOUTHEAST.
 LO0777'THEN ALONG RIDGE TO BASE OF SECOND STEEP SLOPE.  THENCE UP
 LO0777'STEEP SLOPE TO NORTH END OF RIDGE AND STATION SITE.  A 1-1/2
 LO0777'HOUR PACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0517 ***********************************************************************
 JO0517  DESIGNATION -  POORMAN
 JO0517  PID         -  JO0517
 JO0517  STATE/COUNTY-  UT/IRON
 JO0517  COUNTRY     -  US
 JO0517  USGS QUAD   -  JACK HENRY KNOLL (2017)
 JO0517
 JO0517                         *CURRENT SURVEY CONTROL
 JO0517  ______________________________________________________________________
 JO0517* NAD 83(1994) POSITION- 38 04 45.04239(N) 112 45 38.93461(W)   ADJUSTED
 JO0517* NAVD 88 ORTHO HEIGHT -  2644.3   (meters)     8676.    (feet) VERTCON3
 JO0517  ______________________________________________________________________
 JO0517  GEOID HEIGHT    -        -20.530 (meters)                     GEOID18
 JO0517  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 JO0517  HORZ ORDER      -  FIRST
 JO0517
 JO0517.The horizontal coordinates were established by classical geodetic methods
 JO0517.and adjusted by the National Geodetic Survey in June 1998.
 JO0517
 JO0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0517
 JO0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0517.GEOID18 height accuracy estimate available here.
 JO0517
 JO0517.Click photographs - Photos may exist for this station.
 JO0517
 JO0517.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0517
 JO0517. The following values were computed from the NAD 83(1994) position.
 JO0517
 JO0517;                    North         East     Units Scale Factor Converg.
 JO0517;SPC UT S     - 3,157,513.130   389,385.948   MT  0.99996452   -0 46 20.9
 JO0517;SPC UT S     -10,359,274.33  1,277,510.40   sFT  0.99996452   -0 46 20.9
 JO0517;UTM  12      - 4,216,063.924   345,565.622   MT  0.99989374   -1 05 10.3
 JO0517
 JO0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0517!SPC UT S     -   0.99958847  x   0.99996452  =   0.99955300
 JO0517!UTM  12      -   0.99958847  x   0.99989374  =   0.99948225
 JO0517
 JO0517:                Primary Azimuth Mark                     Grid Az
 JO0517:SPC UT S     -  POORMAN AZ MK                            275 50 17.4
 JO0517:UTM  12      -  POORMAN AZ MK                            276 09 06.8
 JO0517
 JO0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH4556516063(NAD 83)
 JO0517
 JO0517|---------------------------------------------------------------------|
 JO0517| PID    Reference Object                     Distance      Geod. Az  |
 JO0517|                                                           dddmmss.s |
 JO0517| CM5793 POORMAN RM 1                          6.817 METERS 18636     |
 JO0517| CM5794 POORMAN RM 2                         11.142 METERS 26540     |
 JO0517| CM5792 POORMAN AZ MK                                      2750356.5 |
 JO0517| JO0557 LOS ANGELES SALT LK AWY BN 44       APPROX.39.0 KM 3013642.8 |
 JO0517|---------------------------------------------------------------------|
 JO0517
 JO0517                          SUPERSEDED SURVEY CONTROL
 JO0517
 JO0517  NAD 83(1986)-  38 04 45.03891(N)    112 45 38.93207(W) AD(       ) 1
 JO0517  NAD 27      -  38 04 45.14100(N)    112 45 36.13400(W) AD(       ) 1
 JO0517  NGVD 29 (07/19/86) 2643.0    (m)         8671.     (f) VERT ANG       
 JO0517
 JO0517.Superseded values are not recommended for survey control.
 JO0517
 JO0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0517.See file dsdata.pdf to determine how the superseded data were derived.
 JO0517
 JO0517_MARKER: DS = TRIANGULATION STATION DISK
 JO0517_SETTING: 66 = SET IN ROCK OUTCROP
 JO0517_STAMPING: POORMAN 1938
 JO0517_MARK LOGO: CGS
 JO0517_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0517+STABILITY: POSITION/ELEVATION WELL
 JO0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0517+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2024
 JO0517
 JO0517  HISTORY     - Date     Condition        Report By
 JO0517  HISTORY     - 1938     MONUMENTED       CGS
 JO0517  HISTORY     - 1957     GOOD             USGS
 JO0517  HISTORY     - 20190505 GOOD             INDIV
 JO0517  HISTORY     - 20240927 GOOD             PEAKBG
 JO0517
 JO0517                          STATION DESCRIPTION
 JO0517
 JO0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JO0517'ABOUT 15 MILES AIRLINE SOUTH-SOUTHEAST OF BEAVER, UTAH, ON HIGHEST
 JO0517'POINT OF WHAT IS KNOWN LOCALLY AS BLACK MT. OR POORMAN RANCH, ON
 JO0517'HIGHEST POINT OF MOUNTAIN WHICH IS MOST SOUTHEASTERLY ONE OF A GROUP
 JO0517'OF KNOLLS.  MOUNTAIN DROPS OFF STEEP TO E AND SLOPES GRADUALLY TO W.
 JO0517'THERE ARE A FEW TREES ON NORTHWESTERN SLOPE.
 JO0517'
 JO0517'SURFACE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN CONCRETE IN
 JO0517'BEDROCK.  REFERENCE MARKS ARE STANDARD BRONZE DISKS IN BEDROCK.
 JO0517'
 JO0517'TO REACH FROM SOUTHERN ONE OF TWO STOP LIGHTS IN BEAVER, UTAH, GO WEST
 JO0517'ON UTAH 21 3.6 MILES TO A GRAVEL SIDE ROAD S.  THENCE LEAVE 21 AND
 JO0517'TURN L, S, AND GO 1.45 MILES ON GRAVEL ROAD TO GREENVILLE POST OFFICE,
 JO0517'UTAH.  THENCE TURN L ON GRADED ROAD DOWN LANE AND GO 1.05 MILES TO END
 JO0517'OF LANE AND TO A PLACE WHERE THREE ROADS FORK.  THENCE TURN R AND GO
 JO0517'WEST ON TRAIL ALONG SOUTH SIDE OF A FENCE 1.55 MILES TO WHERE FENCE
 JO0517'TURNS N.  CONTINUE WEST ON TRAIL ROAD 0.1 MILE TO WHERE A
 JO0517'WELL-TRAVELED ROAD COMES IN ON R AND A DIM TRAIL ROAD LEADS L.  THENCE
 JO0517'TURN L AND FOLLOW THIS DIM TRAIL ROAD SOUTHWESTERLY AND SOUTHERLY UP A
 JO0517'FLAT SAGEBRUSH RIDGE 0.75 MILE TO A FORK.  THENCE CONTINUE STRAIGHT
 JO0517'AHEAD ON L FORK, S, MAIN TRAVELED ROAD, 2.1 MILES TO WHERE A ROAD
 JO0517'COMES IN ON L.  THENCE CONTINUE SOUTHERLY ON MAIN TRAVELED ROAD 1.1
 JO0517'MILES TO WHERE ROAD ENTERS A SMALL WASH.  HERE FOLLOW TRAIL ROAD UP
 JO0517'BOTTOM OF WASH, SOUTHERLY, THRU TIMBER 3.2 MILES TO WHERE ROAD LEAVES
 JO0517'WASH AND COMES OUT OF TIMBER.  THENCE CONTINUE ON MAIN TRAIL ROAD
 JO0517'SOUTHEASTERLY AND SOUTHERLY 1.0 MILE TO ANOTHER WASH.  CROSS THIS WASH
 JO0517'AND FOLLOW MAIN TRAIL ROAD, SOUTHERLY 1.15 MILES TO A FORK.  THENCE
 JO0517'TAKE R FORK ACROSS WASH AND UP WASH AND THEN UP A RIDGE TO R OF WASH
 JO0517'AND GO 1.05 MILES TO A DIM FORK ON TOP OF A RIDGE.  THENCE LEAVE MAIN
 JO0517'TRAVELED ROAD, TURN L, AND FOLLOW A DIM TRAIL ROAD, SOUTHEASTERLY 0.3
 JO0517'MILE TO WHERE A ROAD COMES IN ON R.  THENCE CONTINUE, NORTHEASTERLY
 JO0517'0.2 MILE TO A FORK.  HERE TAKE R FORK AND GO NORTHEASTERLY UP A HILL
 JO0517'0.3 MILE TO TOP OF A HILL ON TOP OF A RIDGE.  STATION SITE CAN BE SEEN
 JO0517'FROM HERE ABOUT 1-1/2 MILES TO EASTWARD.  FROM HERE DRIVE ACROSS
 JO0517'COUNTRY TOWARD STATION AS FAR AS TRUCK CAN GO AND THENCE PACK UP TO
 JO0517'STATION SITE.
 JO0517'
 JO0517'REFERENCE MARK NO. 1 IS SOUTH OF STATION AND ABOUT 4 FEET LOWER IN
 JO0517'ELEVATION.
 JO0517'
 JO0517'REFERENCE MARK NO. 2 IS WEST OF STATION AND ABOUT 3 FEET LOWER IN
 JO0517'ELEVATION.
 JO0517'
 JO0517'AZIMUTH MARK IS ABOUT 0.3 MILE WEST OF STATION ON TOP OF FIRST KNOLL
 JO0517'TO WEST OF STATION.  IT IS ABOUT 30 FEET LOWER IN ELEVATION.
 JO0517
 JO0517                          STATION RECOVERY (1957)
 JO0517
 JO0517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JO0517'ALL MARKS IN GOOD CONDITION.  STATION WAS APPROACHED FROM MINERSVILLE
 JO0517'(DIFFERENT ROUTE FROM NGS DESCRIPTION) AS FOLLOWS.
 JO0517'
 JO0517'TO REACH FROM MINERSVILLE, DRIVE SOUTH ON MAIN RD. TO PAROWAN FOR 10.5
 JO0517'MI. TO SIDE RD. LEFT NEAR SUMMIT OF DIVIDE, TAKE LEFT SIDE RD. 2.1 MI.
 JO0517'TO RD. FORKS, TAKE LEFT FORK AND CONTINUE ALONG MAIN RD. 13.0 MI. TO
 JO0517'DIM CROSSROADS ON RIDGE, TURN SHARP RIGHT 0.4 MI. TO FORKS, TAKE RIGHT
 JO0517'FORK 1.7 MI. ALONG RIDGE.  PACK SE. ACROSS DRAW AND UP RIDGE TO
 JO0517'HIGHEST POINT AND STATION.  ABOUT A 35 MINUTE PACK.
 JO0517'
 JO0517'STATION MARK--STANDARD BRONZE DISK IN CONCRETE IN BEDROCK.
 JO0517
 JO0517                          STATION RECOVERY (2019)
 JO0517
 JO0517'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (TWG)
 JO0517'RECOVERED IN GOOD CONDITION.
 JO0517
 JO0517                          STATION RECOVERY (2024)
 JO0517
 JO0517'RECOVERY NOTE BY PEAK BAGGER 2024 (DG)
 JO0517'STATION AND BOTH RMS FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0680 ***********************************************************************
 MR0680  DESIGNATION -  PORCUPINE
 MR0680  PID         -  MR0680
 MR0680  STATE/COUNTY-  UT/SUMMIT
 MR0680  COUNTRY     -  US
 MR0680  USGS QUAD   -  PORCUPINE RIDGE (2017)
 MR0680
 MR0680                         *CURRENT SURVEY CONTROL
 MR0680  ______________________________________________________________________
 MR0680* NAD 83(1994) POSITION- 41 01 05.37080(N) 111 06 37.57491(W)   ADJUSTED
 MR0680* NAVD 88 ORTHO HEIGHT -  2804.1   (meters)     9200.    (feet) VERTCON3
 MR0680  ______________________________________________________________________
 MR0680  GEOID HEIGHT    -        -14.957 (meters)                     GEOID18
 MR0680  LAPLACE CORR    -          7.00  (seconds)                    DEFLEC18
 MR0680  HORZ ORDER      -  FIRST
 MR0680
 MR0680.The horizontal coordinates were established by classical geodetic methods
 MR0680.and adjusted by the National Geodetic Survey in November 1997.
 MR0680
 MR0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0680
 MR0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0680.GEOID18 height accuracy estimate available here.
 MR0680
 MR0680.Click photographs - Photos may exist for this station.
 MR0680
 MR0680.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0680
 MR0680. The following values were computed from the NAD 83(1994) position.
 MR0680
 MR0680;                    North         East     Units Scale Factor Converg.
 MR0680;SPC UT N     - 1,076,122.644   532,765.663   MT  0.99996504   +0 15 24.7
 MR0680;SPC UT N     - 3,530,579.04  1,747,915.35   sFT  0.99996504   +0 15 24.7
 MR0680;SPC WY W     -   158,045.728   713,612.872   MT  1.00002932   -0 40 26.9
 MR0680;SPC WY W     -   518,521.69  2,341,244.90   sFT  1.00002932   -0 40 26.9
 MR0680;UTM  12      - 4,540,778.710   490,714.588   MT  0.99960106   -0 04 20.9
 MR0680
 MR0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0680!SPC UT N     -   0.99956268  x   0.99996504  =   0.99952774
 MR0680!SPC WY W     -   0.99956268  x   1.00002932  =   0.99959199
 MR0680!UTM  12      -   0.99956268  x   0.99960106  =   0.99916392
 MR0680
 MR0680:                Primary Azimuth Mark                     Grid Az
 MR0680:SPC UT N     -  PORCUPINE AZ MK                          059 12 24.4
 MR0680:SPC WY W     -  PORCUPINE AZ MK                          060 08 16.0
 MR0680:UTM  12      -  PORCUPINE AZ MK                          059 32 10.0
 MR0680
 MR0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL9071440778(NAD 83)
 MR0680
 MR0680|---------------------------------------------------------------------|
 MR0680| PID    Reference Object                     Distance      Geod. Az  |
 MR0680|                                                           dddmmss.s |
 MR0680| CM5795 PORCUPINE AZ MK                                    0592749.1 |
 MR0680| MR0679 AIR BEACON 54                       APPROX. 8.6 KM 0833401.4 |
 MR0680| CM5796 PORCUPINE RM 1                        6.437 METERS 15935     |
 MR0680| LO0708 AIR BCN S END PORCUPINE RIDGE       APPROX. 4.3 KM 1922514.6 |
 MR0680| CM5797 PORCUPINE RM 2                        7.220 METERS 23003     |
 MR0680|---------------------------------------------------------------------|
 MR0680
 MR0680                          SUPERSEDED SURVEY CONTROL
 MR0680
 MR0680  NAD 83(1993)-  41 01 05.37082(N)    111 06 37.57475(W) AD(       ) 1
 MR0680  NAD 83(1986)-  41 01 05.35671(N)    111 06 37.56425(W) AD(       ) 1
 MR0680  NAD 27      -  41 01 05.54480(N)    111 06 34.90610(W) AD(       ) 1
 MR0680  NGVD 29 (07/19/86) 2802.7    (m)         9195.     (f) VERT ANG       
 MR0680
 MR0680.Superseded values are not recommended for survey control.
 MR0680
 MR0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0680.See file dsdata.pdf to determine how the superseded data were derived.
 MR0680
 MR0680_MARKER: DS = TRIANGULATION STATION DISK
 MR0680_SETTING: 80 = SET IN A BOULDER
 MR0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0680+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2011
 MR0680
 MR0680  HISTORY     - Date     Condition        Report By
 MR0680  HISTORY     - 1938     MONUMENTED       USGS
 MR0680  HISTORY     - 1962     GOOD             CGS
 MR0680  HISTORY     - 20111001 GOOD             GEOCAC
 MR0680
 MR0680                          STATION DESCRIPTION
 MR0680
 MR0680'DESCRIBED BY US GEOLOGICAL SURVEY 1938 (FGJ)
 MR0680'STATION IS IN THE EASTERN PART OF UTAH IN THE NORTHWESTERN PART OF
 MR0680'SUMMIT COUNTY.  IT IS ON A BARE TOPPED MOUNTAIN ON PORCUPINE
 MR0680'RIDGE WHICH IS ABOUT FOUR MILES WEST OF CHALK CREEK.
 MR0680'
 MR0680'SURFACE MARK IS A COPPER BOLT IN A BOULDER.
 MR0680'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN BOULDERS.
 MR0680'AZIMUTH MARK IS A STANDARD BRONZE
 MR0680'DISK IN BEDROCK.
 MR0680'
 MR0680'LOCATED ABOUT 18-1/2 MILES AIRLINE SOUTH-SOUTHWEST OF EVANSTON,
 MR0680'WYO., 17 MILES EAST-NORTHEAST OF COALVILLE, UTAH, AND ABOUT
 MR0680'4-1/2 MILES W OF WYOMING-UTAH STATE LINE.
 MR0680'
 MR0680'REACHED FROM COALVILE BY GOING EAST ON THE FIRST STREET SOUTH
 MR0680'OF WARDS SERVICE STATION AND CAMP, GRAVEL, LEADING UP THE LEFT SIDE
 MR0680'OF CHALK CREEK FOR 18.1 MILES TO THE PINE CLIFF DANCE HALL,
 MR0680'AND CABINS ON THE RIGHT.  THENCE CONTINUE NORTHEASTERLY UP
 MR0680'CHALK CREEK, GRADED DIRT, FOR 5.5 MILES TO A FORK.  THENCE
 MR0680'LEFT FORK ON MAIN TRAVELED ROAD TO A BLACK TAR PAPER BUILDING
 MR0680'ON THE LEFT.  THENCE CONTINUE STRAIGHT AHEAD FOR 0.9 MILE TO
 MR0680'A FORK.  THENCE LEFT FORK NORTHWEST AND NORTH FOR 0.6 MILE TO
 MR0680'THE TOP OF A SMALL RIDGE 0.1 MILE BEYOND A WOOD BRIDGE.  THENCE
 MR0680'LEFT, WESTERLY, ON DIM TRAIL TO A DIM T ROAD ON TOP OF A
 MR0680'SMALL RIDGE.  THENCE CONTINUE WESTERLY CROSS COUNTRY CROSSING
 MR0680'A DRY WASH AND KEEPING TO THE NORTH OF A SMALL WASH WITH A
 MR0680'LITTLE WATER IN IT FOR 0.3 MILE TO A WELL-TRAVELED TRAIL ROAD.
 MR0680'THENCE BEAR LEFT AND FOLLOW TRAIL ROAD NORTHWESTERLY UP
 MR0680'A RIDGE FOR 1.3 MILES TO AN OLD TRAIL FORK, THENCE KEEP
 MR0680'LEFT FORK 0.05 MILE.  THENCE BEAR LEFT ON DIM TRACKS, KEEPING TO
 MR0680'THE LEFT OF A ROCK OUTCROP, AND GO NORTHWESTERLY UP HILL FOR
 MR0680'0.1 MILE TO HITTING A WELL-TRAVELED TRAIL ON TOP OF THE RIDGE.
 MR0680'THENCE LEFT ON TRAIL ROAD AND GO WESTERLY ALONG TOP OF RIDGE
 MR0680'FOR 1.3 MILES TO A FORK.  THENCE LEFT FORK AROUND THE SOUTH SIDE
 MR0680'OF A SMALL HILL FOR 0.2 MILE TO A FORK.  THENCE LEFT FORK
 MR0680'WESTERLY UP ALONG THE TOP OF RIDGE FOR 1.3 MILES TO WHERE THE
 MR0680'ROAD STARTS TO DESCEND.  THERE IS TIMBER ON THE RIGHT SIDE OF
 MR0680'ROAD AND A BARE ROUND TOP KNOLL JUST TO THE LEFT.  FROM HERE
 MR0680'THE STATION BEARS ABOUT SOUTH-SOUTHWEST ON THE SOUTH PART OF THE
 MR0680'HIGHEST HILL IN THE VICINITY.  PACK FROM HERE TO THE SW DOWN
 MR0680'HILL ABOUT 100 YARDS TO TIMBER LINE AND PICK UP STOCK
 MR0680'TRAIL THAT LEADS AROUND THE NORTH AND WEST SIDE OF A SMALL
 MR0680'KNOLL TO A HOGS BACK, THEN SOUTH ALONG TOP OF RIDGE TO TOP OF
 MR0680'HILL AND STATION.
 MR0680'
 MR0680'THERE IS A LARGE ROCK CAIRN ON THE N PART OF THE HILL ABOUT
 MR0680'600 FEET N OF THE STATION AND ANOTHER LARGE CAIRN 20 FEET
 MR0680'WEST OF THE STATION.
 MR0680'
 MR0680'THE AZIMUTH MARK IS SET IN THE ROCK OUTCROP MENTIONED IN THE
 MR0680'DESCRIPTION AND IS ABOUT 2 MILES NORTHWEST AND ABOUT 800 FEET
 MR0680'LOWER THAN THE STATION.
 MR0680'
 MR0680'STATION IS MARKED BY A 1-INCH COPPER BOLT WITH A SMALL TRIANGLE IN
 MR0680'THE CENTER MARKED USGS.  AZIMUTH AND REFERENCE MARKS ARE STAMPED
 MR0680'PORCUPINE 1938.
 MR0680'
 MR0680'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 MR0680
 MR0680                          STATION RECOVERY (1962)
 MR0680
 MR0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0680'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 MR0680'RECOVERED IN GOOD CONDITION.  DUE TO ROAD CHANGES A NEW
 MR0680'COMPLETE DESCRIPTION FOLLOWS.
 MR0680'
 MR0680'THE STATION IS ON A HIGH, BARE TOPPED RIDGE, ABOUT 3-1/2 MILES
 MR0680'WEST OF THE UTAH-WYOMING STATE LINE AND 17 MILES SOUTHWEST
 MR0680'OF EVANSTON, WYOMING.
 MR0680'
 MR0680'TO REACH THE STATION FROM FRONT STREET AND WHERE U.S. HIGHWAY
 MR0680'30 S TURNS EAST UNDER THE UNDERPASS IN EVANSTON, GO SOUTH ON
 MR0680'FRONT STREET WHICH LATER BECOMES STATE HIGHWAY 150, FOR 0.8
 MR0680'MILE TO THE WYOMING STATE HOSPITAL ON THE LEFT.  CONTINUE
 MR0680'SOUTHERLY ON THE HIGHWAY FOR 7.75 MILES TO A BRIDGE OVER THE
 MR0680'BEAR RIVER.  CONTINUE SOUTHERLY AND WEST ON THE HIGHWAY FOR
 MR0680'10.95 MILES TO WHERE THE HIGHWAY TURNS LEFT AND A GRAVELED ROAD
 MR0680'CONTINUES STRAIGHT AHEAD AND AN OLD SCHOOL HOUSE IN THE
 MR0680'SOUTHWEST ANGLE OF THE ROADS.  CONTINUE AHEAD, WEST ON THE
 MR0680'GRAVELED ROAD FOR 1.25 MILES TO A CROSSROAD.  CONTINUE AHEAD,
 MR0680'WEST, ON THE GRAVELED ROAD FOR 1.25 MILES TO A WOODEN
 MR0680'BRIDGE OVER THE BEAR RIVER.  CROSS BRIDGE AND CONTINUE
 MR0680'ON THE MAIN ROAD FOR 2.15 MILES TO A SMALL WOODEN BRIDGE.
 MR0680'CROSS BRIDGE AND CONTINUE ON THE MAIN ROAD FOR 3.35 MILES TO
 MR0680'A FORK.  TAKE THE LEFT FORK FOR 1.6 MILES TO A TRACK ROAD
 MR0680'RIGHT AND A SIGN, THESE LANDS ARE CONTROLLED BY ECHO CREEK
 MR0680'RANCH OWNERS PROTECTIVE ASSOC. INC.  TURN RIGHT OFF MAIN
 MR0680'ROAD AND FOLLOW TRACK ROAD FOR 0.65 MILE TO A FORK.  TAKE THE
 MR0680'RIGHT FORK FOR 0.15 MILE TO A WIRE GATE.  PASS THROUGH GATE AND
 MR0680'CONTINUE ON TRACK ROAD FOR 0.5 MILE TO A CREEK AND AN
 MR0680'OLD LOG CABIN ON THE LEFT.  CROSS CREEK AND CONTINUE ON
 MR0680'TRACK ROAD FOR 0.55 MILE TO A WIRE GATE AND A CORRAL ON THE
 MR0680'LEFT.  PASS THROUGH GATE AND CONTINUE ON TRACK ROAD FOR 0.8
 MR0680'MILE TO A SIDE ROAD RIGHT.  (TO REACH THE AZIMUTH MARK,
 MR0680'TURN RIGHT ON SIDE ROAD FOR 0.8 MILE TO A WIRE FENCE, CROSS FENCE
 MR0680'AND PACK NORTHEAST FOR ABOUT 200 YARDS TO A LARGE OUTCROP OF ROCK
 MR0680'AND THE MARK.) CONTINUE AHEAD ON THE MAIN ROAD, UP HILL FOR 0.4
 MR0680'MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.2 MILE TO A FORK.
 MR0680'TAKE THE LEFT FORK FOR 0.8 MILE TO A WIRE FENCE AND A LOCKED
 MR0680'GATE.  PACK WESTERLY ALONG THE LEFT SIDE OF THE FENCE FOR ABOUT 1
 MR0680'MILE, THEN TURN LEFT AND FOLLOW THE FENCELINE SOUTHERLY, UP
 MR0680'HILL FOR ABOUT 3/4 MILE TO THE TOP OF THE HILL, THEN PACK
 MR0680'SOUTHWESTERLY ACROSS THE TOP OF THE HILL TO THE HIGHEST POINT
 MR0680'AND THE STATION.
 MR0680'
 MR0680'STATION MARK IS A 1 INCH COPPER BOLT WITH A SMALL TRIANGLE IN
 MR0680'THE CENTER, STAMPED USGS.  IT PROJECTS 2 INCHES.
 MR0680'
 MR0680'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PORCUPINE NO 1
 MR0680'1938, CEMENTED IN A DRILL HOLE IN A 2 X 4 FOOT OUTCROP OF ROCK
 MR0680'PROJECTING 1 FOOT.  IT IS ABOUT THE SAME ELEVATION AS THE
 MR0680'STATION.
 MR0680'
 MR0680'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PORCUPINE NO 2
 MR0680'1938, CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT OUTCROP OF ROCK
 MR0680'PROJECTING 4 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 MR0680'
 MR0680'AZIMUTH MARK IS A STANDARD DISK, STAMPED PORCUPINE 1938, CEMENTED
 MR0680'IN A DRILL HOLE IN A 2 X 3 FOOT OUTCROP OF ROCK PROJECTING 2 FEET
 MR0680'TO THE SOUTH AND FLUSH TO THE NORTH.  IT IS 3.7 FEET
 MR0680'SOUTH-SOUTHWEST OF A WITNESS POST AND ABOUT 200 YARDS NORTHEAST OF
 MR0680'WHERE A FENCE BLOCKS THE TRACK ROAD.
 MR0680
 MR0680                          STATION RECOVERY (2011)
 MR0680
 MR0680'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 MR0680'THE SMALL STAMPED TRIANGLE HAS BEEN CENTERED PUNCHED AT SOME TIME,
 MR0680'WITH JUST A TINY BIT OF ONE TIP SHOWING. RM 1 AND RM 2, WHICH ARE CGS
 MR0680'DISKS, WERE ALSO FOUND. THE AZ WAS NOT LOOKED FOR.
 MR0680'THE LARGE CAIRN 20 FEET WEST OF THE STATION IS JUST A JUMBLE OF ROCKS.
 MR0680'THE ONE 600 FT NORTH IS ABOUT SEVEN FEET TALL WITH A FIVE FOOT BASE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0818 ***********************************************************************
 LO0818  DESIGNATION -  PORCUPINE PK AIR BCN PROP TYPE
 LO0818  PID         -  LO0818
 LO0818  STATE/COUNTY-  UT/MORGAN
 LO0818  COUNTRY     -  US
 LO0818  USGS QUAD   -  BIG DUTCH HOLLOW (2017)
 LO0818
 LO0818                         *CURRENT SURVEY CONTROL
 LO0818  ______________________________________________________________________
 LO0818* NAD 83(1994) POSITION- 40 52 00.72185(N) 111 31 30.03550(W)   ADJUSTED
 LO0818  ______________________________________________________________________
 LO0818  GEOID HEIGHT    -        -15.875 (meters)                     GEOID18
 LO0818  LAPLACE CORR    -         10.24  (seconds)                    DEFLEC18
 LO0818  HORZ ORDER      -  THIRD
 LO0818
 LO0818.The horizontal coordinates were established by classical geodetic methods
 LO0818.and adjusted by the National Geodetic Survey in November 1997.
 LO0818
 LO0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0818.GEOID18 height accuracy estimate available here.
 LO0818
 LO0818.Click photographs - Photos may exist for this station.
 LO0818
 LO0818.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0818
 LO0818. The following values were computed from the NAD 83(1994) position.
 LO0818
 LO0818;                    North         East     Units Scale Factor Converg.
 LO0818;SPC UT N     - 1,059,248.650   497,891.606   MT  0.99997915   -0 00 59.4
 LO0818;SPC UT N     - 3,475,218.28  1,633,499.38   sFT  0.99997915   -0 00 59.4
 LO0818;SPC UT C     - 2,281,287.579   497,891.433   MT  1.00006119   -0 00 57.7
 LO0818;SPC UT C     - 7,484,524.33  1,633,498.81   sFT  1.00006119   -0 00 57.7
 LO0818;UTM  12      - 4,524,110.858   455,757.051   MT  0.99962409   -0 20 36.7
 LO0818
 LO0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL5575724110(NAD 83)
 LO0818
 LO0818                          SUPERSEDED SURVEY CONTROL
 LO0818
 LO0818  NAD 83(1993)-  40 52 00.72262(N)    111 31 30.03367(W) AD(       ) 3
 LO0818  NAD 83(1986)-  40 52 00.71054(N)    111 31 30.02542(W) AD(       ) 3
 LO0818  NAD 27      -  40 52 00.90624(N)    111 31 27.29675(W) AD(       ) 3
 LO0818
 LO0818.Superseded values are not recommended for survey control.
 LO0818
 LO0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0818.See file dsdata.pdf to determine how the superseded data were derived.
 LO0818
 LO0818_MARKER: 22 = AIRWAY BEACON
 LO0818
 LO0818  HISTORY     - Date     Condition        Report By
 LO0818  HISTORY     - 1938     FIRST OBSERVED   CGS
 LO0818
 LO0818                          STATION DESCRIPTION
 LO0818
 LO0818'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0574 ***********************************************************************
 JO0574  DESIGNATION -  PORPHYRY
 JO0574  PID         -  JO0574
 JO0574  STATE/COUNTY-  UT/BEAVER
 JO0574  COUNTRY     -  US
 JO0574  USGS QUAD   -  FRISCO (2017)
 JO0574
 JO0574                         *CURRENT SURVEY CONTROL
 JO0574  ______________________________________________________________________
 JO0574* NAD 83(1994) POSITION- 38 25 13.24734(N) 113 16 34.42300(W)   ADJUSTED
 JO0574* NAVD 88 ORTHO HEIGHT -  2199.4   (meters)     7216.    (feet) VERTCON3
 JO0574  ______________________________________________________________________
 JO0574  GEOID HEIGHT    -        -20.949 (meters)                     GEOID18
 JO0574  LAPLACE CORR    -          6.63  (seconds)                    DEFLEC18
 JO0574  HORZ ORDER      -  THIRD
 JO0574
 JO0574.The horizontal coordinates were established by classical geodetic methods
 JO0574.and adjusted by the National Geodetic Survey in November 1997.
 JO0574
 JO0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0574
 JO0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0574.GEOID18 height accuracy estimate available here.
 JO0574
 JO0574.Click photographs - Photos may exist for this station.
 JO0574
 JO0574.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0574
 JO0574. The following values were computed from the NAD 83(1994) position.
 JO0574
 JO0574;                    North         East     Units Scale Factor Converg.
 JO0574;SPC UT S     - 3,196,110.077   344,891.505   MT  1.00001288   -1 05 17.8
 JO0574;SPC UT S     -10,485,904.48  1,131,531.55   sFT  1.00001288   -1 05 17.8
 JO0574;UTM  12      - 4,254,908.625   301,287.291   MT  1.00008631   -1 24 53.9
 JO0574
 JO0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0574!SPC UT S     -   0.99965831  x   1.00001288  =   0.99967118
 JO0574!UTM  12      -   0.99965831  x   1.00008631  =   0.99974459
 JO0574
 JO0574:                Primary Azimuth Mark                     Grid Az
 JO0574:SPC UT S     -  FRISCO 2                                 355 58 55.9
 JO0574:UTM  12      -  FRISCO 2                                 356 18 32.0
 JO0574
 JO0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH0128754908(NAD 83)
 JO0574
 JO0574|---------------------------------------------------------------------|
 JO0574| PID    Reference Object                     Distance      Geod. Az  |
 JO0574|                                                           dddmmss.s |
 JO0574| JO0547 FRISCO 2                            APPROX.11.2 KM 3545338.1 |
 JO0574|---------------------------------------------------------------------|
 JO0574
 JO0574                          SUPERSEDED SURVEY CONTROL
 JO0574
 JO0574  NAD 83(1986)-  38 25 13.24284(N)    113 16 34.42038(W) AD(       ) 3
 JO0574  NAD 27      -  38 25 13.37406(N)    113 16 31.55628(W) AD(       ) 3
 JO0574  NGVD 29 (07/19/86) 2198.2    (m)         7212.     (f) VERT ANG       
 JO0574
 JO0574.Superseded values are not recommended for survey control.
 JO0574
 JO0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0574.See file dsdata.pdf to determine how the superseded data were derived.
 JO0574
 JO0574_MARKER: DD = SURVEY DISK
 JO0574_SETTING: 66 = SET IN ROCK OUTCROP
 JO0574_STAMPING: PORPHYRY 1904 1958
 JO0574_MARK LOGO: INDIV
 JO0574_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0574+STABILITY: POSITION/ELEVATION WELL
 JO0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0574+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2019
 JO0574
 JO0574  HISTORY     - Date     Condition        Report By
 JO0574  HISTORY     - 1904     MONUMENTED       USGS
 JO0574  HISTORY     - 20190124 GOOD             INDIV
 JO0574
 JO0574                          STATION DESCRIPTION
 JO0574
 JO0574'DESCRIBED BY US GEOLOGICAL SURVEY 1904
 JO0574'LOCATED ABOUT 12.0 MI. NW. OF MILFORD, 1.0 MI. S. OF STATE HIGHWAY 21,
 JO0574'ON A BARE TOP WHICH IS THE HIGHEST POINT IN THE AREA.
 JO0574'
 JO0574'TO REACH FROM MILFORD POST OFFICE, DRIVE N. AND W. ON HIGHWAY 21 FOR
 JO0574'12.7 MI., TURN LEFT (S.) ON RD. ALONG E. BASE OF LOW BARE HILLS FOR
 JO0574'0.4 MI. TO RD. FORKS, TAKE RIGHT FORK 0.5 MI. TO RD. FORKS, TAKE RIGHT
 JO0574'FORK 1.1 MI. TO RD. FORKS, CONTINUE 2.2 MI. STRAIGHT AHEAD TO A POINT
 JO0574'WHERE DRAIN ON THE RIGHT (NW.) CAN BE CROSSED, TRAVEL NW. ACROSS
 JO0574'COUNTRY FOR 2.0 MI. THROUGH THICK JUNIPER TO E. BASE OF RIDGE OPPOSITE
 JO0574'HIGHEST POINT AND END TRUCK TRAVEL.  PACK W. UP SLOPE TO TOP AND
 JO0574'STATION.  A 30 MINUTE PACK.
 JO0574'
 JO0574'STATION MARK--STANDARD USGS TABLET, STAMPED ---PORPHYRY 1904 1958---,
 JO0574'CEMENTED IN ROCK.
 JO0574'
 JO0574'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 JO0574'1 1957---.
 JO0574'
 JO0574'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 JO0574'2 1957---.
 JO0574
 JO0574                          STATION RECOVERY (2019)
 JO0574
 JO0574'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (TWG)
 JO0574'REFERENCE MARK 1 IS LOCATED 17 FT (5.2 M) SOUTHWEST OF THE STATION AND
 JO0574'REFERENCE MARK 2 IS LOCATED 36 FT (11.0 M) SOUTHEAST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0685 ***********************************************************************
 MS0685  DESIGNATION -  PORTAGE
 MS0685  PID         -  MS0685
 MS0685  STATE/COUNTY-  UT/BOX ELDER
 MS0685  COUNTRY     -  US
 MS0685  USGS QUAD   -  PORTAGE (2017)
 MS0685
 MS0685                         *CURRENT SURVEY CONTROL
 MS0685  ______________________________________________________________________
 MS0685* NAD 83(1994) POSITION- 41 57 01.12634(N) 112 14 41.28487(W)   ADJUSTED
 MS0685* NAVD 88 ORTHO HEIGHT -  1420.5   (meters)     4660.    (feet) VERTCON3
 MS0685  ______________________________________________________________________
 MS0685  GEOID HEIGHT    -        -14.790 (meters)                     GEOID18
 MS0685  LAPLACE CORR    -         -6.54  (seconds)                    DEFLEC18
 MS0685  HORZ ORDER      -  SECOND
 MS0685
 MS0685.The horizontal coordinates were established by classical geodetic methods
 MS0685.and adjusted by the National Geodetic Survey in November 1997.
 MS0685
 MS0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0685
 MS0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0685.GEOID18 height accuracy estimate available here.
 MS0685
 MS0685.Click photographs - Photos may exist for this station.
 MS0685
 MS0685.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0685
 MS0685. The following values were computed from the NAD 83(1994) position.
 MS0685
 MS0685;                    North         East     Units Scale Factor Converg.
 MS0685;SPC UT N     - 1,179,839.510   438,243.478   MT  1.00003137   -0 29 27.9
 MS0685;SPC UT N     - 3,870,856.79  1,437,803.81   sFT  1.00003137   -0 29 27.9
 MS0685;UTM  12      - 4,645,008.817   396,827.475   MT  0.99973098   -0 49 55.9
 MS0685
 MS0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0685!SPC UT N     -   0.99977957  x   1.00003137  =   0.99981093
 MS0685!UTM  12      -   0.99977957  x   0.99973098  =   0.99951061
 MS0685
 MS0685:                Primary Azimuth Mark                     Grid Az
 MS0685:SPC UT N     -  PORTAGE AZ MK                            129 32 36.7
 MS0685:UTM  12      -  PORTAGE AZ MK                            129 53 04.7
 MS0685
 MS0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9682745008(NAD 83)
 MS0685
 MS0685|---------------------------------------------------------------------|
 MS0685| PID    Reference Object                     Distance      Geod. Az  |
 MS0685|                                                           dddmmss.s |
 MS0685| CM5801 PORTAGE RM 1                         10.981 METERS 08948     |
 MS0685| CM5800 PORTAGE AZ MK                                      1290308.8 |
 MS0685| CM5802 PORTAGE RM 2                         14.070 METERS 26925     |
 MS0685|---------------------------------------------------------------------|
 MS0685
 MS0685                          SUPERSEDED SURVEY CONTROL
 MS0685
 MS0685  NAD 83(1993)-  41 57 01.12243(N)    112 14 41.27524(W) AD(       ) 2
 MS0685  NAD 83(1986)-  41 57 01.12027(N)    112 14 41.27614(W) AD(       ) 2
 MS0685  NAD 27      -  41 57 01.39520(N)    112 14 38.41340(W) AD(       ) 2
 MS0685  NGVD 29 (08/09/96) 1419.5    (m)         4657.     (f) VERT ANG       
 MS0685  NGVD 29 (07/19/86) 1419.3    (m)         4656.     (f) VERT ANG       
 MS0685
 MS0685.Superseded values are not recommended for survey control.
 MS0685
 MS0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0685.See file dsdata.pdf to determine how the superseded data were derived.
 MS0685
 MS0685_MARKER: DS = TRIANGULATION STATION DISK
 MS0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0685
 MS0685  HISTORY     - Date     Condition        Report By
 MS0685  HISTORY     - 1960     MONUMENTED       CGS
 MS0685  HISTORY     - 1963     GOOD             CGS
 MS0685  HISTORY     - 1967     GOOD             USGS
 MS0685
 MS0685                          STATION DESCRIPTION
 MS0685
 MS0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 MS0685'THE STATION IS 3 MILES SOUTH OF THE UTAH-IDAHO STATE BOUNDARY,
 MS0685'2-1/2 MILES WEST OF U.S. HIGHWAY 191, 1-1/2 MILES SOUTH OF
 MS0685'THE VILLAGE OF PORTAGE, ON THE SOUTH EDGE OF THE CREST OF A LOW
 MS0685'CULTIVATED RIDGE THAT SLOPES EAST INTO THE MALAD RIVER VALLEY.
 MS0685'IT IS SITUATED ALONG AN EAST-WEST FENCE DIVIDING PASTURE LAND
 MS0685'TO THE NORTH FROM A GRAIN FIELD TO THE SOUTH.
 MS0685'
 MS0685'TO REACH THE STATION FROM THE UTAH-IDAHO STATE BOUNDARY,
 MS0685'DRIVE SOUTH ON U.S. HIGHWAY 191 FOR 1.7 MILES TO ITS JUNCTION
 MS0685'WITH STATE HIGHWAY 90.  TURN RIGHT AND DRIVE WEST ON THE STATE
 MS0685'HIGHWAY FOR 2.2 MILES TO A CROSS ROAD AT THE EAST EDGE OF PORTAGE.
 MS0685'TURN LEFT AND DRIVE SOUTH ON THE MACADAM AND GRAVELED
 MS0685'SURFACED ROAD FOR 1.45 MILES TO A POINT WHERE THE GRAVELED
 MS0685'ROAD TURNS EAST.  CONTINUE STRAIGHT AHEAD, SOUTH, ON A
 MS0685'TRACK ROAD FOR 0.25 MILE, THENCE TURN RIGHT AND DRIVE WEST
 MS0685'ALONG THE NORTH EDGE OF A FIELD FOR 0.2 MILE TO A
 MS0685'NORTH-SOUTH TELEPHONE LINE*.  CONTINUE WEST ALONG THE
 MS0685'NORTH EDGE OF THE FIELD FOR 0.2 MILE TO THE STATION.
 MS0685'
 MS0685'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS, STAMPED
 MS0685'PORTAGE 1960.  THE SURFACE MARK IS SET IN THE TOP OF A CYLINDRICAL
 MS0685'CONCRETE POST, 12 INCHES IN DIAMETER, PROJECTING 8 INCHES ABOVE
 MS0685'THE GROUND.  IT IS SET IN THE FENCE, 5 FEET SOUTH OF A METAL
 MS0685'WITNESS POST WITH SIGN.
 MS0685'
 MS0685'REFERENCE MARK 1, STAMPED PORTAGE NO 1 1960, IS A STANDARD
 MS0685'DISK SET IN THE TOP OF A CYLINDRICAL CONCRETE POST, 12 INCHES
 MS0685'IN DIAMETER, PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS SET IN
 MS0685'THE FENCE, ABOUT THE SAME ELEVATION AS THE STATION MARK.
 MS0685'
 MS0685'REFERENCE MARK 2, STAMPED PORTAGE NO 2 1960, IS A STANDARD
 MS0685'DISK SET IN THE TOP OF A CYLINDRICAL CONCRETE POST, 12 INCHES
 MS0685'IN DIAMETER, PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS SET
 MS0685'IN THE FENCE, ABOUT 2 FEET HIGHER IN ELEVATION THAN THE STATION
 MS0685'MARK.
 MS0685'
 MS0685'THE AZIMUTH MARK, STAMPED PORTAGE 1960, IS A STANDARD DISK SET
 MS0685'IN THE TOP OF A CYLINDRICAL CONCRETE POST, 12 INCHES IN DIAMETER,
 MS0685'PROJECTING 8 INCHES ABOVE THE GROUND.  IT IS SITUATED BENEATH
 MS0685'THE NORTH-SOUTH TELEPHONE LINE, 4 FEET SOUTH OF A METAL WITNESS
 MS0685'POST WITH SIGN AND 3 FEET NORTH OF TELEPHONE POLE NUMBER 1.
 MS0685'
 MS0685'*TO REACH THE AZIMUTH MARK, TURN LEFT AND DRIVE SOUTH ALONG
 MS0685'THE TELEPHONE LINE FOR 0.2 MILE TO THE MARK.
 MS0685
 MS0685                          STATION RECOVERY (1963)
 MS0685
 MS0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MS0685'ALL MARKS WERE RECOVERED AS DESCRIBED.  THE DESCRIPTION TO
 MS0685'REACH THE STATION IS ADEQUATE.
 MS0685
 MS0685                          STATION RECOVERY (1967)
 MS0685
 MS0685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MS0685'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 41112-1,
 MS0685'STATION 1002.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0751 ***********************************************************************
 LO0751  DESIGNATION -  PORTAL
 LO0751  PID         -  LO0751
 LO0751  STATE/COUNTY-  UT/UTAH
 LO0751  COUNTRY     -  US
 LO0751  USGS QUAD   -  STRAWBERRY RESERVOIR NW (2017)
 LO0751
 LO0751                         *CURRENT SURVEY CONTROL
 LO0751  ______________________________________________________________________
 LO0751* NAD 83(1994) POSITION- 40 09 41.68298(N) 111 13 39.45613(W)   ADJUSTED
 LO0751* NAVD 88 ORTHO HEIGHT -  2711.7   (meters)     8897.    (feet) VERTCON3
 LO0751  ______________________________________________________________________
 LO0751  GEOID HEIGHT    -        -15.757 (meters)                     GEOID18
 LO0751  LAPLACE CORR    -          6.17  (seconds)                    DEFLEC18
 LO0751  HORZ ORDER      -  FIRST
 LO0751
 LO0751.The horizontal coordinates were established by classical geodetic methods
 LO0751.and adjusted by the National Geodetic Survey in November 1997.
 LO0751
 LO0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0751
 LO0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0751.GEOID18 height accuracy estimate available here.
 LO0751
 LO0751.Click photographs - Photos may exist for this station.
 LO0751
 LO0751.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0751
 LO0751. The following values were computed from the NAD 83(1994) position.
 LO0751
 LO0751;                    North         East     Units Scale Factor Converg.
 LO0751;SPC UT C     - 2,203,006.097   523,202.084   MT  0.99991503   +0 10 28.1
 LO0751;SPC UT C     - 7,227,695.84  1,716,538.84   sFT  0.99991503   +0 10 28.1
 LO0751;UTM  12      - 4,445,715.948   480,615.719   MT  0.99960463   -0 08 48.5
 LO0751
 LO0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0751!SPC UT C     -   0.99957725  x   0.99991503  =   0.99949231
 LO0751!UTM  12      -   0.99957725  x   0.99960463  =   0.99918204
 LO0751
 LO0751:                Primary Azimuth Mark                     Grid Az
 LO0751:SPC UT C     -  PORTAL AZ MK                             007 24 22.4
 LO0751:UTM  12      -  PORTAL AZ MK                             007 43 39.0
 LO0751
 LO0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK8061545715(NAD 83)
 LO0751
 LO0751|---------------------------------------------------------------------|
 LO0751| PID    Reference Object                     Distance      Geod. Az  |
 LO0751|                                                           dddmmss.s |
 LO0751| CM5803 PORTAL AZ MK                                       0073450.5 |
 LO0751| CM5804 PORTAL RM 1                          18.855 METERS 03418     |
 LO0751| LO0749 T7S R6E SEC 35 AP 120 M 20.00 UIR    22.688 METERS 05110     |
 LO0751| CM5805 PORTAL RM 2                          18.492 METERS 12316     |
 LO0751|---------------------------------------------------------------------|
 LO0751
 LO0751                          SUPERSEDED SURVEY CONTROL
 LO0751
 LO0751  NAD 83(1993)-  40 09 41.68230(N)    111 13 39.45397(W) AD(       ) 1
 LO0751  NAD 83(1986)-  40 09 41.67162(N)    111 13 39.44758(W) AD(       ) 1
 LO0751  NAD 27      -  40 09 41.83200(N)    111 13 36.82800(W) AD(       ) 1
 LO0751  NGVD 29 (07/19/86) 2710.4    (m)         8892.     (f) VERT ANG       
 LO0751
 LO0751.Superseded values are not recommended for survey control.
 LO0751
 LO0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0751.See file dsdata.pdf to determine how the superseded data were derived.
 LO0751
 LO0751_MARKER: DS = TRIANGULATION STATION DISK
 LO0751_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0751_STAMPING: PORTAL 1937
 LO0751_MARK LOGO: CGS
 LO0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0751
 LO0751  HISTORY     - Date     Condition        Report By
 LO0751  HISTORY     - 1937     MONUMENTED       CGS
 LO0751  HISTORY     - 1947     SEE DESCRIPTION  CGS
 LO0751
 LO0751                          STATION DESCRIPTION
 LO0751
 LO0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LO0751'STATION LOCATED ABOUT 20 MILES E OF SPRINGVILLE, AND ABOUT
 LO0751'18 MILES NW OF SOLDIER SUMMIT, ABOUT 2 MILES W OF STRAWBERRY
 LO0751'RESERVOIR AT THE POINT WHERE THE OUTLET TUNNEL JOINS THE RESERVOIR.
 LO0751'
 LO0751'STATION AND REFERENCE MARKS ARE STANDARD C. AND G.S. BRONZE
 LO0751'TABLETS BRAZED TO THE TOP OF 2-1/2 INCH IRON PIPES.  STATION
 LO0751'MARK PROJECTS 8 INCHES.
 LO0751'
 LO0751'REFERENCE MARKS PROJECTS 10 INCHES.
 LO0751'
 LO0751'THERE IS A C. AND G.S. BENCH MARK ABOUT 1.5 MILES SSE OF THE
 LO0751'STATION.  IT IS MARKED U.S.C. AND G.S. BENCH MARK DD 54 1934.
 LO0751'
 LO0751'STATION REACHED FROM SPANISH FORK BY GOING E ON U.S. HIGWAY 50
 LO0751'FROM THE JUNCTION OF U.S. HIGHWAY 50, AND U.S. HIGHWAY 91 FOR
 LO0751'10.45 MILES TO A GRADED ROAD LEFT AT A SIGN (STRAWBERRY RESERVOIR),
 LO0751'TURN LEFT ON THE GRADED ROAD AND GO N AND NE FOR 5.65 MILES TO
 LO0751'A FORK, (SPRINGVILLE), TAKE RIGHT FORK AND GO N AND NE FOR 4.6
 LO0751'MILES TO ANOTHER FORK, THENCE TAKE RIGHT FORK AND GO 8.6 MILES
 LO0751'TO ANOTHER FORK, HERE TAKE LEFT FORK AND GO N FOR 0.7 MILE TO
 LO0751'BRYANT RANGER STATION ON THE RIGHT, AND A TRACK ROAD LEFT,
 LO0751'JUST AFTER PASSING RANGER STATION TURN LEFT ON THIS TRACK
 LO0751'ROAD AND GO W AND SW FOR 1.4 MILES TO A FORK, LEFT FORK GOES
 LO0751'THROUGH GATE TO A HOUSE NEARBY, KEEP RIGHT FORK AND CONTINUE
 LO0751'UP STEEP GRADE FOR ABOUT 1.5 MILE TO THE TOP OF HIGH RIDGE.
 LO0751'THE ROAD UP THIS GRADE FOLLOWS A CREEK PART OF THE WAY AND
 LO0751'IS LIKELY TO BE VERY SLIPPERY, HOWEVER, A TON AND A HALF
 LO0751'TRUCK WITH CHAINS SHOULD HAVE LITTLE DIFFICULTY IN
 LO0751'MAKING IT.  AT THE TOP OF THE RIDGE THE ROAD TURNS LEFT
 LO0751'AND FOLLOWS CLOSE ALONG THE CREST.  THE AZIMUTH MARK IS ON
 LO0751'THE CREST JUST AFTER MAKING THE TURN.  CONTINUE ON THE NOW
 LO0751'DIM ROAD FOR 0.5 MILE TO THE HIGHEST POINT AND THE
 LO0751'STATION, ABOUT 0.2 MILE AFTER PASSING UNDER A FOREST
 LO0751'SERVICE TELEPHONE LINE AND OBSERVATION PLATFORM.
 LO0751'
 LO0751'THE STATION WAS ESTABLISHED AND MARKED IN 1937 BUT NOT OBSERVED
 LO0751'UNTIL 1938.
 LO0751
 LO0751                          STATION RECOVERY (1947)
 LO0751
 LO0751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LO0751'STATION RECOVERED, ALL MARKS FOUND IN GOOD CONDITION AND AS
 LO0751'DESCRIBED WITH THE EXCEPTION OF THE DISTANCES TO THE REFERENCE
 LO0751'MARKS.  THE STATION IS LOCATED ON A HIGH PROMINENT HILL ABOUT
 LO0751'2 MILES WEST OF THE OUTLET TUNNEL OF STRAWBERRY RESERVOIR.
 LO0751'THE STATION MARK IS A BRONZE DISK BRAZED TO THE TOP OF A 2.5
 LO0751'INCH IRON PIPE WHICH PROJECTS 8 INCHES, IS 30 FEET EAST OF THE
 LO0751'WEST BRIM OF RIDGE AND IS STAMPED, PORTAL 1937.
 LO0751'
 LO0751'REFERENCE MARK NO. 1 IS A BRONZE DISK BRAZED TO THE TOP OF A
 LO0751'2.5 INCH IRON PIPE WHICH PROJECTS 10 INCHES, IS 18 INCHES
 LO0751'LOWER THAN THE STATION MARK AND IS STAMPED, PORTAL NO 1 1937.
 LO0751'
 LO0751'REFERENCE MARK NO. 2 IS A BRONZE DISK BRAZED TO THE TOP OF A
 LO0751'2.5 INCH IRON PIPE WHICH PROJECTS 10 INCHES, IS 2 FEET LOWER
 LO0751'THAN THE STATION MARK AND IS STAMPED, PORTAL NO 2 1937.
 LO0751'
 LO0751'THE AZIMUTH MARK IS A BRONZE DISK BRAZED TO THE TOP OF A 2.5
 LO0751'INCH IRON PIPE WHICH PROJECTS 10 INCHES, IS ON CREST OF AN
 LO0751'EAST-WEST RIDGE 8 FEET NORTH OF A TRACK ROAD.  IT IS STAMPED,
 LO0751'PORTAL 1937 AZIMUTH.
 LO0751'
 LO0751'THE GENERAL LAND OFFICE MARK IS A BRONZE DISK RIVETED TO THE
 LO0751'TOP OF A 1 INCH IRON PIPE PROJECTS 8 INCHES, IS 18 INCHES
 LO0751'LOWER THAN THE STATION MARK AND IS STAMPED, 120 M, 20.00,
 LO0751'T7S, R6E, S35, AP, UIR, 1937.
 LO0751'
 LO0751'UNDER THE OLD LOOKOUT TOWER ON SAME HILL AS STATION IS ON IS
 LO0751'A CROSS IN A PIECE OF METAL IMBEDDED IN A BLOCK OF CONCRETE.
 LO0751'
 LO0751'TO REACH THE STATION FROM STRAWBERRY JUNCTION, GO SOUTH ON A
 LO0751'GRAVEL ROAD 5.2 MILES TO BRYANT RANGER STATION.  TURN RIGHT
 LO0751'ON A TRACK ROAD, GO WEST AND SOUTHWEST 1.4 MILE TO A FORK.
 LO0751'KEEP ON RIGHT HAND ROAD UP CANYON 1.5 MILE TO THE TOP OF A
 LO0751'HIGH RIDGE.  TURN LEFT, GO 0.05 MILE TO AZIMUTH MARK ON LEFT.
 LO0751'CONTINUE ON DIM ROAD 0.5 MILE TO HIGHEST POINT AND STATION
 LO0751'0.2 MILE AFTER PASSING UNDER A FOREST SERVICE TELEPHONE LINE.
 LO0751'A DRIVE STATION IN DRY WEATHER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5826 ***********************************************************************
 AI5826  CBN         -  This is a Cooperative Base Network Control Station.
 AI5826  DESIGNATION -  PORTER
 AI5826  PID         -  AI5826
 AI5826  STATE/COUNTY-  UT/WEBER
 AI5826  COUNTRY     -  US
 AI5826  USGS QUAD   -  OGDEN (2017)
 AI5826
 AI5826                         *CURRENT SURVEY CONTROL
 AI5826  ______________________________________________________________________
 AI5826* NAD 83(2011) POSITION- 41 10 34.57377(N) 111 56 37.23465(W)   ADJUSTED
 AI5826* NAD 83(2011) ELLIP HT-  1467.759 (meters)        (06/27/12)   ADJUSTED
 AI5826* NAD 83(2011) EPOCH   -  2010.00
 AI5826* NAVD 88 ORTHO HEIGHT -  1484.3   (meters)     4870.    (feet) GPS OBS
 AI5826  ______________________________________________________________________
 AI5826  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5826  GEOID HEIGHT    -        -16.557 (meters)                     GEOID09
 AI5826  GEOID HEIGHT    -        -16.554 (meters)                     GEOID18
 AI5826  NAD 83(2011) X  - -1,797,035.596 (meters)                     COMP
 AI5826  NAD 83(2011) Y  - -4,460,438.400 (meters)                     COMP
 AI5826  NAD 83(2011) Z  -  4,178,143.826 (meters)                     COMP
 AI5826  LAPLACE CORR    -         14.63  (seconds)                    DEFLEC18
 AI5826
 AI5826  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5826  Standards:
 AI5826         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5826            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5826  -------------------------------------------------------------------
 AI5826  NETWORK    0.58   1.04           0.28   0.17   0.53     -0.03204426
 AI5826  -------------------------------------------------------------------
 AI5826  Click here for local accuracies and other accuracy information.
 AI5826
 AI5826.The horizontal coordinates were established by GPS observations
 AI5826.and adjusted by the National Geodetic Survey in June 2012.
 AI5826
 AI5826.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5826.been affixed to the stable North American tectonic plate. See 
 AI5826.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5826
 AI5826.The horizontal coordinates are valid at the epoch date displayed above
 AI5826.which is a decimal equivalence of Year/Month/Day.
 AI5826
 AI5826.The orthometric height was determined by GPS observations and a
 AI5826.high-resolution geoid model.
 AI5826
 AI5826.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5826.GEOID18 height accuracy estimate available here.
 AI5826
 AI5826.Click photographs - Photos may exist for this station.
 AI5826
 AI5826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5826
 AI5826.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5826
 AI5826.The ellipsoidal height was determined by GPS observations
 AI5826.and is referenced to NAD 83.
 AI5826
 AI5826. The following values were computed from the NAD 83(2011) position.
 AI5826
 AI5826;                    North         East     Units Scale Factor Converg.
 AI5826;SPC UT N     - 1,093,702.792   462,772.577   MT  0.99995768   -0 17 33.1
 AI5826;SPC UT N     - 3,588,256.58  1,518,279.70   sFT  0.99995768   -0 17 33.1
 AI5826;UTM  12      - 4,558,754.235   420,846.710   MT  0.99967711   -0 37 16.8
 AI5826
 AI5826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5826!SPC UT N     -   0.99976982  x   0.99995768  =   0.99972751
 AI5826!UTM  12      -   0.99976982  x   0.99967711  =   0.99944701
 AI5826
 AI5826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2084658754(NAD 83)
 AI5826
 AI5826                          SUPERSEDED SURVEY CONTROL
 AI5826
 AI5826  NAD 83(2007)-  41 10 34.57345(N)    111 56 37.23534(W) AD(2002.00) 0
 AI5826  ELLIP H (02/10/07) 1467.774  (m)                       GP(2002.00)    
 AI5826  NAD 83(1994)-  41 10 34.57306(N)    111 56 37.23484(W) AD(       ) A
 AI5826  ELLIP H (06/28/00) 1467.781  (m)                       GP(       ) 4 1
 AI5826  NAVD 88 (06/28/00) 1484.3    (m)  GEOID99  model used  GPS OBS        
 AI5826
 AI5826.Superseded values are not recommended for survey control.
 AI5826
 AI5826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5826.See file dsdata.pdf to determine how the superseded data were derived.
 AI5826
 AI5826_MARKER: DD = SURVEY DISK
 AI5826_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI5826_SP_SET: CONCRETE DIVERSION BOX
 AI5826_STAMPING: 1998 PORTER
 AI5826_MARK LOGO: UT1350
 AI5826_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5826+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2016
 AI5826
 AI5826  HISTORY     - Date     Condition        Report By
 AI5826  HISTORY     - 1998     MONUMENTED       UT1350
 AI5826  HISTORY     - 19990608 GOOD             UT1350
 AI5826  HISTORY     - 20030404 GOOD             INDIV
 AI5826  HISTORY     - 20160923 GOOD             UT-057
 AI5826
 AI5826                          STATION DESCRIPTION
 AI5826
 AI5826'DESCRIBED BY CITY OF OGDEN UTAH 1999 (EDR)
 AI5826'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 10 T5N R1W,
 AI5826'SALT LAKE BASE AND MERIDIAN, ABOUT 45.1 KM (28.00 MI) NORTH OF SALT
 AI5826'LAKE CITY, 6.4 KM (3.95 MI) EAST-NORTHEAST OF ROY AND 5.8 KM (3.60 MI)
 AI5826'SOUTH-SOUTHEAST OF OGDEN.  OWNERSHIP--WEBER BASIN WATER CONSERVANCY
 AI5826'DISTRICT, C/O IVAN W FLINT, 2837 EAST HIGHWAY 193, LAYTON, UT 84041.
 AI5826'PHONE 801-771-1677.  TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY
 AI5826'84 AND US HIGHWAY 89, GO NORTHWEST ON HIGHWAY 89 FOR 1.85 KM (1.15 MI)
 AI5826'TO THE JUNCTION OF STATE HIGHWAY 203 ON THE RIGHT.  TURN RIGHT AND GO
 AI5826'NORTH ON HIGHWAY 203 FOR 3.7 KM (2.30 MI) TO THE INTERSECTION WITH
 AI5826'4800 SOUTH STREET.  TURN RIGHT AND GO EAST ON 4800 SOUTH STREET FOR
 AI5826'0.16 KM (0.10 MI) TO THE INTERSECTION WITH OLD POST ROAD.  TURN RIGHT
 AI5826'AND IMMEDIATELY LEFT AND GO EAST THROUGH THE GATE TO WEBER BASIN
 AI5826'CONSERVANCY DISTRICT FOR 0.32 KM (0.20 MI) TO THE EAST SIDE OF A BRICK
 AI5826'BUILDING.  STOP AND ENTER BUILDING TO NOTIFY PERSONNEL THAT YOU NEED
 AI5826'ACCESS TO THE MONUMENT AND THEY CAN DIRECT YOU TO THE MONUMENT FROM
 AI5826'THERE.  THE STATION IS A 8 CM DISK SET IN TOP OF A LARGE CONCRETE
 AI5826'DIVERSION BOX.  IT IS NORTHEAST OF THE PERSONNEL BUILDING, WEST OF THE
 AI5826'NORTHWEST CORNER OF THE HOLDING PONDS, 5.6 M (18.4 FT) SOUTH OF THE
 AI5826'CENTER OF A WATER VALVE MANHOLE, 0.93 M (3.05 FT) EAST OF THE WEST
 AI5826'EDGE OF THE CONCRETE PAD AND 0.9 M (3.0 FT) NORTH OF THE SOUTH EDGE OF
 AI5826'THE CONCRETE PAD.
 AI5826
 AI5826                          STATION RECOVERY (2003)
 AI5826
 AI5826'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 AI5826'RECOVERED BY COMPASSCOM, INC.
 AI5826
 AI5826                          STATION RECOVERY (2016)
 AI5826
 AI5826'RECOVERY NOTE BY WEBER COUNTY UTAH 2016 (DJM)
 AI5826'RECOVERED AS DESCRIBED. APPROXIMATE ADDRESS OF THE MARK IS 4870 OLD
 AI5826'POST ROAD OGDEN, UTAH 84403.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0597 ***********************************************************************
 LN0597  DESIGNATION -  POT
 LN0597  PID         -  LN0597
 LN0597  STATE/COUNTY-  UT/UINTAH
 LN0597  COUNTRY     -  US
 LN0597  USGS QUAD   -  CROUSE RESERVOIR (2017)
 LN0597
 LN0597                         *CURRENT SURVEY CONTROL
 LN0597  ______________________________________________________________________
 LN0597* NAD 83(1994) POSITION- 40 39 08.57581(N) 109 08 24.70864(W)   ADJUSTED
 LN0597* NAVD 88 ORTHO HEIGHT -  2466.7   (meters)     8093.    (feet) VERTCON3
 LN0597  ______________________________________________________________________
 LN0597  GEOID HEIGHT    -        -14.852 (meters)                     GEOID18
 LN0597  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 LN0597  HORZ ORDER      -  FIRST
 LN0597
 LN0597.The horizontal coordinates were established by classical geodetic methods
 LN0597.and adjusted by the National Geodetic Survey in November 1997.
 LN0597
 LN0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0597
 LN0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0597.GEOID18 height accuracy estimate available here.
 LN0597
 LN0597.Click photographs - Photos may exist for this station.
 LN0597
 LN0597.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0597
 LN0597. The following values were computed from the NAD 83(1994) position.
 LN0597
 LN0597;                    North         East     Units Scale Factor Converg.
 LN0597;SPC UT C     - 2,260,100.815   699,558.877   MT  1.00000059   +1 30 41.9
 LN0597;SPC UT C     - 7,415,014.09  2,295,136.08   sFT  1.00000059   +1 30 41.9
 LN0597;SPC UT C     - 7,415,014.09  2,295,136.08   sFT  1.00000059   +1 30 41.9
 LN0597;SPC UT N     - 1,038,139.919   699,559.576   MT  1.00001100   +1 33 21.4
 LN0597;SPC UT N     - 3,405,964.05  2,295,138.38   sFT  1.00001100   +1 33 21.4
 LN0597;SPC UT C     - 2,260,100.815   699,558.877   MT  1.00000059   +1 30 41.9
 LN0597;UTM  12      - 4,501,832.153   657,235.396   MT  0.99990432   +1 12 42.7
 LN0597
 LN0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0597!SPC UT C     -   0.99961553  x   1.00000059  =   0.99961612
 LN0597!SPC UT N     -   0.99961553  x   1.00001100  =   0.99962653
 LN0597!SPC UT C     -   0.99961553  x   1.00000059  =   0.99961612
 LN0597!UTM  12      -   0.99961553  x   0.99990432  =   0.99951989
 LN0597
 LN0597:                Primary Azimuth Mark                     Grid Az
 LN0597:SPC UT C     -  POT AZ MK                                159 51 41.7
 LN0597:SPC UT N     -  POT AZ MK                                159 49 02.2
 LN0597:SPC UT C     -  POT AZ MK                                159 51 41.7
 LN0597:UTM  12      -  POT AZ MK                                160 09 40.9
 LN0597
 LN0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL5723501832(NAD 83)
 LN0597
 LN0597|---------------------------------------------------------------------|
 LN0597| PID    Reference Object                     Distance      Geod. Az  |
 LN0597|                                                           dddmmss.s |
 LN0597| CP6441 POT RM 1                              7.485 METERS 01613     |
 LN0597| CP6442 POT RM 2                             17.333 METERS 14811     |
 LN0597| CP6440 POT AZ MK                                          1612223.6 |
 LN0597|---------------------------------------------------------------------|
 LN0597
 LN0597                          SUPERSEDED SURVEY CONTROL
 LN0597
 LN0597  NAD 83(1993)-  40 39 08.57457(N)    109 08 24.70345(W) AD(       ) 1
 LN0597  NAD 83(1992)-  40 39 08.55822(N)    109 08 24.69815(W) AD(       ) 1
 LN0597  NAD 83(1986)-  40 39 08.55809(N)    109 08 24.69810(W) AD(       ) 1
 LN0597  NAD 27      -  40 39 08.69600(N)    109 08 22.24000(W) AD(       ) 1
 LN0597  NGVD 29 (07/19/86) 2465.4    (m)         8089.     (f) VERT ANG       
 LN0597
 LN0597.Superseded values are not recommended for survey control.
 LN0597
 LN0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0597.See file dsdata.pdf to determine how the superseded data were derived.
 LN0597
 LN0597_MARKER: DS = TRIANGULATION STATION DISK
 LN0597_SETTING: 66 = SET IN ROCK OUTCROP
 LN0597_STAMPING: POT 1937
 LN0597_MARK LOGO: CGS
 LN0597_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0597+STABILITY: POSITION/ELEVATION WELL
 LN0597
 LN0597  HISTORY     - Date     Condition        Report By
 LN0597  HISTORY     - 1937     MONUMENTED       CGS
 LN0597  HISTORY     - 1946     GOOD             CGS
 LN0597
 LN0597                          STATION DESCRIPTION
 LN0597
 LN0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LN0597'THIS STATION IS ABOUT 25 MILES NE OF VERNAL AND ABOUT 4-1/2
 LN0597'MILES W OF THE COLORADO-UTAH STATE LINE.  THE MARK IS SET ON
 LN0597'THE HIGHEST POINT OF A BARE ROUNDED KNOLL WHICH DROPS OFF ABRUPTLY
 LN0597'ON THE N, E, AND S SLOPES BUT IS MORE GRADUAL ON THE W.  IT IS
 LN0597'4 FEET W OF A LARGE, WELL MADE CAIRN.
 LN0597'
 LN0597'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LN0597'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 LN0597'
 LN0597'REFERENCE MARK NO. 1 IS NNE OF THE STATION ABOUT 1 FOOT LOWER
 LN0597'THAN THE STATION MARK.
 LN0597'
 LN0597'REFERENCE MARK NO. 2 IS SSW OF THE STATION ABOUT 10 FEET LOWER
 LN0597'THAN THE STATION MARK.
 LN0597'
 LN0597'AZIMUTH MARK IS S OF THE STATION ON THE CENTER OF THE NEXT RIDGE
 LN0597'TO THE S OF THE STATION.
 LN0597'
 LN0597'TO REACH FROM VERNAL GO N ON STATE HIGHWAY 44 FOR 0.5 MILE TO
 LN0597'CROSSROADS.  HERE TURN RIGHT, E, AND GO 3.4 MILES TO A FORK JUST
 LN0597'AFTER CROSSING A WOOD BRIDGE.  TAKE LEFT FORK AND GO 7.7 MILES
 LN0597'ON THE MAIN-TRAVELED ROAD TO A BRIDGE OVER BRUSH CREEK.  CROSS
 LN0597'CREEK AND FOLLOW MAIN-TRAVELED ROAD 0.9 MILE TO A FORK.  KEEP
 LN0597'RIGHT FORK, MAIN-TRAVELED ROAD FOR 8.1 MILES TO TOP OF RIM.  TAKE
 LN0597'RIGHT FORK 0.25 MILE TO FORK.  KEEP RIGHT FORK 0.75 MILE TO
 LN0597'CROSSROADS.  TURN LEFT AND FOLLOW LANE WHERE THE MAIN ROAD TURNS
 LN0597'RIGHT.  HERE TURN RIGHT ON MAIN-TRAVELED ROAD AND GO 2.85
 LN0597'MILES TO A DESERTED RANCH ON LEFT.  CONTINUE ON
 LN0597'MAIN-TRAVELED ROAD FOR 0.9 MILE TO FORK AND DESERTED HOUSE.
 LN0597'TAKE RIGHT FORK AND GO 5.5 MILES TO SADDLE AND END OF TRUCK
 LN0597'TRAVEL.  FROM HERE PACK NNE TO TOP OF HILL AND STATION.
 LN0597'ABOUT 1/2 MILE, 25 MINUTE EASY PACK.
 LN0597
 LN0597                          STATION RECOVERY (1946)
 LN0597
 LN0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0597'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED WITH THE
 LN0597'EXCEPTION OF DISTANCES TO REFERENCE MARKS NO. 1 AND NO. 2
 LN0597'AND THE DESCRIPTION OF THE AZIMUTH MARK.  A COMPLETE NEW
 LN0597'DESCRIPTION FOLLOWS--
 LN0597'
 LN0597'STATION IS LOCATED ABOUT 26 MILES NORTHEAST OF VERNAL, ABOUT
 LN0597'22 MILES NORTH-NORTHEAST OF JENSEN, AND ABOUT 5 MILES WEST OF THE
 LN0597'COLORADO-UTAH STATE LINE.  IT IS SET ON THE HIGHEST POINT OF
 LN0597'A BARE, ROUNDED KNOLL WHICH DROPS OFF ABRUPTLY ON THE NORTH,
 LN0597'EAST, AND SOUTH SLOPES, BUT IS MORE GRADUAL ON THE WEST SLOPE.
 LN0597'IT IS A BRONZE DISK, STAMPED POT 1937, FLUSH WITH THE
 LN0597'GROUND AND SET 2 PACES WEST OF A WELL MADE ROCK CAIRN.
 LN0597'
 LN0597'REFERENCE MARK NO. 1, PROJECTS 10 INCHES, IS SET
 LN0597'7 PACES NORTH-NORTHWEST OF THE ROCK CAIRN, AND IS ABOUT 1
 LN0597'FOOT LOWER THAN THE STATION MARK.  POT NO. 1 1937.
 LN0597'
 LN0597'REFERENCE MARK NO. 2, IS FLUSH WITH GROUND, IS 19
 LN0597'PACES SOUTH OF THE ROCK CAIRN, AND IS ABOUT 4 FOOT LOWER THAN
 LN0597'THE STATION MARK.  POT NO. 2 1937.
 LN0597'
 LN0597'THE AZIMUTH MARK IS ON A SOUTHEAST-NORTHWEST RIDGE, APPROXIMATELY
 LN0597'0.3 MILE NORTH OF THE ROAD, ON THE WEST SIDE OF A SMALL ROCK
 LN0597'CAIRN, SET IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.
 LN0597'STAMPED POT 1937.
 LN0597'
 LN0597'TO REACH FROM VERNAL.  GO NORTH OF STATE HIGHWAY 44 FOR 0.5
 LN0597'MILES TO CROSSROADS.  TURN RIGHT (E) AND GO 5.15 MILES TO
 LN0597'FORK JUST AFTER CROSSING WOODEN BRIDGE.  TAKE LEFT FORK FOLLOWING
 LN0597'MAIN TRAVELED ROAD FOR 15.7 MILES TO FORK AT TOP OF RIM.  TAKE
 LN0597'LEFT FORK MAIN TRAVELED ROAD FOR 2.2 MILES TO FORK.  TURN
 LN0597'RIGHT AND FOLLOW MAIN ROAD FOR 2.05 MILES TO FORK.  TAKE RIGHT
 LN0597'FORK FOR 2.8 MILES TO FORK AND G.L.O. SECTION CORNER MARKER ON
 LN0597'RIGHT.  TAKE RIGHT FORK FOR 1.7 MILES TO FORK.  TAKE LEFT FORK
 LN0597'FOR 2.5 MILES ON MAIN ROAD TO FORK.  TAKE RIGHT FORK FOR 1.2
 LN0597'MILES TO SADDLE AND STATION TO LEFT (N) AND END OF TRUCK
 LN0597'TRAVEL FOR TWO WHEEL DRIVE TRUCK.  A FOUR WHEEL DRIVE TRUCK
 LN0597'WAS DRIVEN TO THE STATION.  DISTANCE FROM ETT TO STATION IS
 LN0597'ABOUT ONE-HALF MILE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0905 ***********************************************************************
 HN0905  DESIGNATION -  POTTERY
 HN0905  PID         -  HN0905
 HN0905  STATE/COUNTY-  UT/SAN JUAN
 HN0905  COUNTRY     -  US
 HN0905  USGS QUAD   -  NO MANS MESA SOUTH (2017)
 HN0905
 HN0905                         *CURRENT SURVEY CONTROL
 HN0905  ______________________________________________________________________
 HN0905* NAD 83(1994) POSITION- 37 06 15.68629(N) 110 35 28.60240(W)   ADJUSTED
 HN0905* NAVD 88 ORTHO HEIGHT -  1859.8   (meters)     6102.    (feet) VERTCON3
 HN0905  ______________________________________________________________________
 HN0905  GEOID HEIGHT    -        -21.781 (meters)                     GEOID18
 HN0905  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC18
 HN0905  HORZ ORDER      -  THIRD
 HN0905
 HN0905.The horizontal coordinates were established by classical geodetic methods
 HN0905.and adjusted by the National Geodetic Survey in November 1997.
 HN0905
 HN0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0905
 HN0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0905.GEOID18 height accuracy estimate available here.
 HN0905
 HN0905.Click photographs - Photos may exist for this station.
 HN0905
 HN0905.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0905
 HN0905. The following values were computed from the NAD 83(1994) position.
 HN0905
 HN0905;                    North         East     Units Scale Factor Converg.
 HN0905;SPC UT S     - 3,048,969.081   580,776.585   MT  1.00002115   +0 33 24.3
 HN0905;SPC UT S     -10,003,159.39  1,905,431.18   sFT  1.00002115   +0 33 24.3
 HN0905;UTM  12      - 4,106,527.312   536,316.761   MT  0.99961625   +0 14 47.7
 HN0905
 HN0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0905!SPC UT S     -   0.99971164  x   1.00002115  =   0.99973279
 HN0905!UTM  12      -   0.99971164  x   0.99961625  =   0.99932800
 HN0905
 HN0905:                Primary Azimuth Mark                     Grid Az
 HN0905:SPC UT S     -  PIUTE                                    197 10 30.0
 HN0905:UTM  12      -  PIUTE                                    197 29 06.6
 HN0905
 HN0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG3631606527(NAD 83)
 HN0905
 HN0905|---------------------------------------------------------------------|
 HN0905| PID    Reference Object                     Distance      Geod. Az  |
 HN0905|                                                           dddmmss.s |
 HN0905| HN0904 PIUTE                               APPROX. 9.3 KM 1974354.3 |
 HN0905|---------------------------------------------------------------------|
 HN0905
 HN0905                          SUPERSEDED SURVEY CONTROL
 HN0905
 HN0905  NAD 83(1992)-  37 06 15.68311(N)    110 35 28.60354(W) AD(       ) 3
 HN0905  NAD 83(1986)-  37 06 15.68297(N)    110 35 28.60276(W) AD(       ) 3
 HN0905  NAD 27      -  37 06 15.69547(N)    110 35 26.11180(W) AD(       ) 3
 HN0905  NGVD 29 (07/19/86) 1858.8    (m)         6098.     (f) VERT ANG       
 HN0905
 HN0905.Superseded values are not recommended for survey control.
 HN0905
 HN0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0905.See file dsdata.pdf to determine how the superseded data were derived.
 HN0905
 HN0905_MARKER: DD = SURVEY DISK
 HN0905_SETTING: 66 = SET IN ROCK OUTCROP
 HN0905_STAMPING: POTTERY 1952
 HN0905_MARK LOGO: USGS
 HN0905_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0905+STABILITY: POSITION/ELEVATION WELL
 HN0905
 HN0905  HISTORY     - Date     Condition        Report By
 HN0905  HISTORY     - 1952     MONUMENTED       USGS
 HN0905  HISTORY     - 1953     GOOD             USGS
 HN0905
 HN0905                          STATION DESCRIPTION
 HN0905
 HN0905'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0905'LOCATED ABOUT 21 MI. WNW OF GOULDINGS TRADING POST, 7.5 MI. SSW. OF
 HN0905'INTERSECTION OF SAN JUAN RIVER AND NOKAI CREEK, ON TOP OF SMALL BUTTE
 HN0905'ON E. RIM OF PIUTE MESA.
 HN0905'
 HN0905'REACHED BY HELICOPTER.
 HN0905'
 HN0905'STATION MARK - STANDARD TABLET STAMPED ---POTTERY 1952--- CEMENTED IN
 HN0905'SANDSTONE OUTCROP.
 HN0905'
 HN0905'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 HN0905'---POTTERY NO.1 1952--- CEMENTED IN SANDSTONE OUTCROP, 32.82 FT. FROM
 HN0905'STATION MARK, S 11 DEG 39 MIN W.
 HN0905'
 HN0905'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED
 HN0905'---POTTERY NO.2 1952--- CEMENTED IN SANDSTONE OUTCROP, 55.19 FT.
 HN0905'FROM STATION MARK, S 78 DEG 29 MIN E.
 HN0905'
 HN0905'STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD
 HN0905'CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0787 ***********************************************************************
 LO0787  DESIGNATION -  POWER
 LO0787  PID         -  LO0787
 LO0787  STATE/COUNTY-  UT/UTAH
 LO0787  COUNTRY     -  US
 LO0787  USGS QUAD   -  PROVO (2017)
 LO0787
 LO0787                         *CURRENT SURVEY CONTROL
 LO0787  ______________________________________________________________________
 LO0787* NAD 83(1994) POSITION- 40 14 35.44238(N) 111 39 48.57120(W)   ADJUSTED
 LO0787* NAVD 88 ORTHO HEIGHT -  1434.    (meters)     4705.    (feet) SCALED
 LO0787  ______________________________________________________________________
 LO0787  GEOID HEIGHT    -        -17.061 (meters)                     GEOID18
 LO0787  LAPLACE CORR    -         12.89  (seconds)                    DEFLEC18
 LO0787  HORZ ORDER      -  THIRD
 LO0787
 LO0787.The horizontal coordinates were established by classical geodetic methods
 LO0787.and adjusted by the National Geodetic Survey in November 1997.
 LO0787
 LO0787.The orthometric height was scaled from a topographic map.
 LO0787
 LO0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0787.GEOID18 height accuracy estimate available here.
 LO0787
 LO0787.Click photographs - Photos may exist for this station.
 LO0787
 LO0787.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0787
 LO0787. The following values were computed from the NAD 83(1994) position.
 LO0787
 LO0787;                    North         East     Units Scale Factor Converg.
 LO0787;SPC UT C     - 2,212,043.478   486,089.502   MT  0.99992415   -0 06 17.0
 LO0787;SPC UT C     - 7,257,345.98  1,594,778.64   sFT  0.99992415   -0 06 17.0
 LO0787;UTM  12      - 4,454,959.317   443,565.728   MT  0.99963920   -0 25 43.1
 LO0787
 LO0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0787!SPC UT C     -   0.99977777  x   0.99992415  =   0.99970194
 LO0787!UTM  12      -   0.99977777  x   0.99963920  =   0.99941705
 LO0787
 LO0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4356554959(NAD 83)
 LO0787
 LO0787                          SUPERSEDED SURVEY CONTROL
 LO0787
 LO0787  NAD 83(1993)-  40 14 35.44173(N)    111 39 48.57161(W) AD(       ) 3
 LO0787  NAD 83(1986)-  40 14 35.43006(N)    111 39 48.56632(W) AD(       ) 3
 LO0787  NAD 27      -  40 14 35.58304(N)    111 39 45.84639(W) AD(       ) 3
 LO0787
 LO0787.Superseded values are not recommended for survey control.
 LO0787
 LO0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0787.See file dsdata.pdf to determine how the superseded data were derived.
 LO0787
 LO0787_MARKER: 63 = STACK
 LO0787
 LO0787  HISTORY     - Date     Condition        Report By
 LO0787  HISTORY     - 1946     FIRST OBSERVED   USGS
 LO0787
 LO0787                          STATION DESCRIPTION
 LO0787
 LO0787'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 LO0787'LOCATED NEAR THE CITY OF PROVO, AT THE PROVO CITY POWER PLANT.
 LO0787'
 LO0787'STATION MARK - TALL CONCRETE STACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0502 ***********************************************************************
 MR0502  DESIGNATION -  PP 338
 MR0502  PID         -  MR0502
 MR0502  STATE/COUNTY-  UT/CACHE
 MR0502  COUNTRY     -  US
 MR0502  USGS QUAD   -  RICHMOND (2017)
 MR0502
 MR0502                         *CURRENT SURVEY CONTROL
 MR0502  ______________________________________________________________________
 MR0502* NAD 83(1986) POSITION- 41 58 32.8    (N) 111 51 23.6    (W)   HD_HELD2
 MR0502* NAVD 88 ORTHO HEIGHT -  1374.296 (meters)     4508.84  (feet) ADJUSTED
 MR0502  ______________________________________________________________________
 MR0502  GEOID HEIGHT    -        -14.785 (meters)                     GEOID18
 MR0502  DYNAMIC HEIGHT  -       1373.351 (meters)     4505.74  (feet) COMP
 MR0502  MODELED GRAVITY -    979,887.7   (mgal)                       NAVD 88
 MR0502
 MR0502  VERT ORDER      -  SECOND    CLASS 0
 MR0502
 MR0502.The horizontal coordinates were established by autonomous hand held GPS
 MR0502.observations and have an estimated accuracy of +/- 10 meters.
 MR0502
 MR0502.The orthometric height was determined by differential leveling and
 MR0502.adjusted by the NATIONAL GEODETIC SURVEY
 MR0502.in June 1991.
 MR0502
 MR0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0502.GEOID18 height accuracy estimate available here.
 MR0502
 MR0502.Click photographs - Photos may exist for this station.
 MR0502
 MR0502.The dynamic height is computed by dividing the NAVD 88
 MR0502.geopotential number by the normal gravity value computed on the
 MR0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0502.degrees latitude (g = 980.6199 gals.).
 MR0502
 MR0502.The modeled gravity was interpolated from observed gravity values.
 MR0502
 MR0502;                    North         East    Units  Estimated Accuracy
 MR0502;SPC UT N     - 1,182,464.      470,447.      MT  (+/- 10 meters HH2 GPS)
 MR0502
 MR0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2903447441(NAD 83)
 MR0502
 MR0502                          SUPERSEDED SURVEY CONTROL
 MR0502
 MR0502  NGVD 29 (??/??/92) 1373.310  (m)         4505.60   (f) ADJ UNCH    2 0
 MR0502
 MR0502.Superseded values are not recommended for survey control.
 MR0502
 MR0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0502.See file dsdata.pdf to determine how the superseded data were derived.
 MR0502
 MR0502_MARKER: DB = BENCH MARK DISK
 MR0502_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0502_SP_SET: FOUNDATION
 MR0502_STAMPING: PP 338 1951
 MR0502_MARK LOGO: CGS
 MR0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MR0502+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2013
 MR0502
 MR0502  HISTORY     - Date     Condition        Report By
 MR0502  HISTORY     - 1951     MONUMENTED       CGS
 MR0502  HISTORY     - 20131130 GOOD             GEOCAC
 MR0502
 MR0502                          STATION DESCRIPTION
 MR0502
 MR0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MR0502'IN LEWISTON.
 MR0502'AT LEWISTON, SET VERTICALLY IN THE WEST FACE AND AT THE NORTHWEST
 MR0502'CORNER OF THE CONCRETE FOUNDATION OF THE LEWISTON STATE BANK, 10.2
 MR0502'FEET NORTH OF THE CENTER LINE OF THE MAIN ENTRANCE TO THE BUILDING,
 MR0502'1.6 FEET SOUTH OF THE NORTHWEST CORNER, AND SET 1.4 FEET ABOVE THE
 MR0502'CONCRETE SIDEWALK.
 MR0502
 MR0502                          STATION RECOVERY (2013)
 MR0502
 MR0502'RECOVERY NOTE BY GEOCACHING 2013 (BRB)
 MR0502'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0232 ***********************************************************************
 KN0232  DESIGNATION -  PP 41
 KN0232  PID         -  KN0232
 KN0232  STATE/COUNTY-  UT/SANPETE
 KN0232  COUNTRY     -  US
 KN0232  USGS QUAD   -  DANISH KNOLL (2017)
 KN0232
 KN0232                         *CURRENT SURVEY CONTROL
 KN0232  ______________________________________________________________________
 KN0232* NAD 83(1986) POSITION- 39 20 02.     (N) 111 25 36.     (W)   SCALED
 KN0232* NAVD 88 ORTHO HEIGHT -  2949.973 (meters)     9678.37  (feet) ADJUSTED
 KN0232  ______________________________________________________________________
 KN0232  GEOID HEIGHT    -        -16.325 (meters)                     GEOID18
 KN0232  DYNAMIC HEIGHT  -       2946.427 (meters)     9666.74  (feet) COMP
 KN0232  MODELED GRAVITY -    979,316.3   (mgal)                       NAVD 88
 KN0232
 KN0232  VERT ORDER      -  SECOND    CLASS 0
 KN0232
 KN0232.The horizontal coordinates were scaled from a map and have
 KN0232.an estimated accuracy of +/- 6 seconds.
 KN0232
 KN0232.The orthometric height was determined by differential leveling and
 KN0232.adjusted by the NATIONAL GEODETIC SURVEY
 KN0232.in June 1991.
 KN0232
 KN0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0232.GEOID18 height accuracy estimate available here.
 KN0232
 KN0232.Click photographs - Photos may exist for this station.
 KN0232
 KN0232.The dynamic height is computed by dividing the NAVD 88
 KN0232.geopotential number by the normal gravity value computed on the
 KN0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0232.degrees latitude (g = 980.6199 gals.).
 KN0232
 KN0232.The modeled gravity was interpolated from observed gravity values.
 KN0232
 KN0232;                    North         East    Units  Estimated Accuracy
 KN0232;SPC UT C     - 2,111,080.      506,320.      MT  (+/- 180 meters Scaled)
 KN0232
 KN0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ632539(NAD 83)
 KN0232
 KN0232                          SUPERSEDED SURVEY CONTROL
 KN0232
 KN0232  NGVD 29 (??/??/92) 2948.529  (m)         9673.63   (f) ADJ UNCH    2 0
 KN0232
 KN0232.Superseded values are not recommended for survey control.
 KN0232
 KN0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0232.See file dsdata.pdf to determine how the superseded data were derived.
 KN0232
 KN0232_MARKER: DB = BENCH MARK DISK
 KN0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0232_STAMPING: PP 41 1934
 KN0232_MARK LOGO: CGS
 KN0232_PROJECTION: FLUSH
 KN0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0232+STABILITY: SURFACE MOTION
 KN0232
 KN0232  HISTORY     - Date     Condition        Report By
 KN0232  HISTORY     - 1934     MONUMENTED       CGS
 KN0232  HISTORY     - 1966     GOOD             USGS
 KN0232
 KN0232                          STATION DESCRIPTION
 KN0232
 KN0232'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KN0232'18.3 MI E FROM SOUTH TENT SW.
 KN0232'18.3 MILES EAST ALONG STATE HIGHWAY 29 FROM THE BANK OF EPHRAIM IN
 KN0232'EPHRAIM, SANPETE COUNTY.  400 FEET SOUTHEAST FROM THE CULVERT AT BECKS
 KN0232'CREEK 27 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ONE FOOT
 KN0232'LOWER, 40 FEET HIGHER THAN THE CREEK.  SET IN THE TOP OF A CONCRETE
 KN0232'POST FLUSH WITH GROUND AND 3 FEET WEST OF A ROCK CAIRN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0514 ***********************************************************************
 KN0514  DESIGNATION -  PRICE
 KN0514  PID         -  KN0514
 KN0514  STATE/COUNTY-  UT/CARBON
 KN0514  COUNTRY     -  US
 KN0514  USGS QUAD   -  PRICE (2017)
 KN0514
 KN0514                         *CURRENT SURVEY CONTROL
 KN0514  ______________________________________________________________________
 KN0514* NAD 83(1994) POSITION- 39 36 34.23608(N) 110 48 40.84169(W)   ADJUSTED
 KN0514* NAVD 88 ORTHO HEIGHT -  1789.0   (meters)     5869.    (feet) VERTCON3
 KN0514  ______________________________________________________________________
 KN0514  GEOID HEIGHT    -        -16.754 (meters)                     GEOID18
 KN0514  LAPLACE CORR    -         -3.98  (seconds)                    DEFLEC18
 KN0514  HORZ ORDER      -  THIRD
 KN0514
 KN0514.The horizontal coordinates were established by classical geodetic methods
 KN0514.and adjusted by the National Geodetic Survey in November 1997.
 KN0514
 KN0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0514
 KN0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0514.GEOID18 height accuracy estimate available here.
 KN0514
 KN0514.Click photographs - Photos may exist for this station.
 KN0514
 KN0514.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0514
 KN0514. The following values were computed from the NAD 83(1994) position.
 KN0514
 KN0514;                    North         East     Units Scale Factor Converg.
 KN0514;SPC UT C     - 2,141,906.841   559,134.404   MT  0.99990652   +0 26 28.1
 KN0514;SPC UT C     - 7,027,239.36  1,834,426.79   sFT  0.99990652   +0 26 28.1
 KN0514;UTM  12      - 4,384,435.112   516,194.900   MT  0.99960323   +0 07 13.0
 KN0514
 KN0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0514!SPC UT C     -   0.99972203  x   0.99990652  =   0.99962858
 KN0514!UTM  12      -   0.99972203  x   0.99960323  =   0.99932537
 KN0514
 KN0514:                Primary Azimuth Mark                     Grid Az
 KN0514:SPC UT C     -  PRICE AZ MK 2                            243 43 18.9
 KN0514:UTM  12      -  PRICE AZ MK 2                            244 02 34.0
 KN0514
 KN0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ1619484435(NAD 83)
 KN0514
 KN0514|---------------------------------------------------------------------|
 KN0514| PID    Reference Object                     Distance      Geod. Az  |
 KN0514|                                                           dddmmss.s |
 KN0514| CM6959 PRICE RM 3                           20.161 METERS 04718     |
 KN0514| CM6958 PRICE RM 2                           10.013 METERS 07908     |
 KN0514| CM6956 PRICE AZ MK 2                                      2440947.0 |
 KN0514| CM6955 PRICE AZ MK                                        2445459.2 |
 KN0514| CM6957 PRICE RM 1                           17.178 METERS 31352     |
 KN0514|---------------------------------------------------------------------|
 KN0514
 KN0514                          SUPERSEDED SURVEY CONTROL
 KN0514
 KN0514  NAD 83(1993)-  39 36 34.23365(N)    110 48 40.84180(W) AD(       ) 3
 KN0514  NAD 83(1986)-  39 36 34.22577(N)    110 48 40.83478(W) AD(       ) 3
 KN0514  NAD 27      -  39 36 34.35600(N)    110 48 38.27000(W) AD(       ) 3
 KN0514  NGVD 29 (07/19/86) 1788.0    (m)         5866.     (f) VERT ANG       
 KN0514
 KN0514.Superseded values are not recommended for survey control.
 KN0514
 KN0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0514.See file dsdata.pdf to determine how the superseded data were derived.
 KN0514
 KN0514_MARKER: DS = TRIANGULATION STATION DISK
 KN0514_SETTING: 80 = SET IN A BOULDER
 KN0514_STAMPING: PRICE 1937
 KN0514_MARK LOGO: CGS
 KN0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0514+STABILITY: SURFACE MOTION
 KN0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0514+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2009
 KN0514
 KN0514  HISTORY     - Date     Condition        Report By
 KN0514  HISTORY     - 1937     MONUMENTED       CGS
 KN0514  HISTORY     - 1947     GOOD             CGS
 KN0514  HISTORY     - 1949     POOR             CGS
 KN0514  HISTORY     - 1957     MARK NOT FOUND   CGS
 KN0514  HISTORY     - 1971     GOOD             NGS
 KN0514  HISTORY     - 1976     GOOD             NGS
 KN0514  HISTORY     - 20090902 GOOD             UT-007
 KN0514
 KN0514                          STATION DESCRIPTION
 KN0514
 KN0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KN0514'THIS STATION IS ON A HIGH MESA ON THE N EDGE OF PRICE.  THE
 KN0514'MARK IS SET ON THE MOST EASTERLY POINT OVERLOOKING THE CITY
 KN0514'AND JUST NW OF THE CITY RESERVOIR ON THE PROLONGATION OF
 KN0514'CARBON AVENUE.  IT IS 70 FEET W OF THE MOST EASTERLY TIP OF
 KN0514'THE MESA AT A POINT WHERE A TRAIL COMES UP ONTO THE RIM.
 KN0514'
 KN0514'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 KN0514'IN DRILL HOLES IN BOULDERS.
 KN0514'
 KN0514'REFERENCE MARK NO. 1, IS NW OF THE STATION ON THE SAME ELEVATION
 KN0514'AS THE STATION MARK.
 KN0514'
 KN0514'REFERENCE MARK NO. 2, IS ENE OF THE STATION ABOUT 30 FEET W
 KN0514'OF WHERE THE TRAIL COMES UP ONTO THE RIM.
 KN0514'
 KN0514'AZIMUTH MARK IS THE BASE OF THE STATUE ON TOP OF THE CARBON
 KN0514'COUNTY COURTHOUSE.  APPROXIMATELY 0.8 MILE S OF THE STATION.
 KN0514'
 KN0514'TO REACH FROM COURTHOUSE GO E ON MAIN STREET 2 BLOCKS.  TURN
 KN0514'N AND FOLLOW STREET N 1.0 MILE TO A POINT WHERE THE GRAVEL
 KN0514'ROAD TURNS E.  CONTINUE N ON DIRT ROAD 0.8 MILE TO TOP OF
 KN0514'MESA.  HERE TURN SHARP LEFT AND FOLLOW TRACK ROAD 0.9 MILE.
 KN0514'FROM HERE GO NE 0.2 MILE TO EASTERLY TIP OF MESA AND STATION.
 KN0514
 KN0514                          STATION RECOVERY (1947)
 KN0514
 KN0514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CRR)
 KN0514'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 KN0514'
 KN0514'THE BEGINNING OF THE TO REACH SHOULD BE CHANGED TO READ--
 KN0514'
 KN0514'TO REACH FROM THE COURTHOUSE IN PRICE GO E ON THE MAIN STREET
 KN0514'2 BLOCKS, TURN LEFT, N, 5 BLOCKS TO SWIMMING POOL IN PARK, TURN
 KN0514'LEFT, 1 BLOCK AND THEN RIGHT, AND PROCEED PAST RESERVOIR TO TOP
 KN0514'OF MESA.  TURN LEFT AND PROCEED TO STATION AS ORIGINALLY
 KN0514'DESCRIBED.
 KN0514
 KN0514                          STATION RECOVERY (1949)
 KN0514
 KN0514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WIB)
 KN0514'DESCRIPTION ADEQUATE.
 KN0514'
 KN0514'PRICE THE STATION IS MUTULATED SOME AND SOME OF THE ROCK CHIPPED
 KN0514'AWAY FROM THE DISK.
 KN0514'
 KN0514'R.M. 1 THE DISK IS GONE BUT THE DRILL HOLE WAS FOUND.
 KN0514'
 KN0514'R.M. 2 MUTULATED AND SOME OF THE ROCK CHIPPED AWAY FROM
 KN0514'AROUND THE DISK.
 KN0514'
 KN0514'AZ. MARK.  RECOVERED AS DESCRIBED.
 KN0514'
 KN0514'IT IS QUITE PROBABLE THAT THE TWO REMAINING DISKS WILL BE
 KN0514'DESTROYED IN THE FUTURE.
 KN0514'
 KN0514'THE REFERENCE MARKS ARE SET IN GRAY ROCK AND THE MAIN STATION IN
 KN0514'SANDY COLORED ROCK.
 KN0514'
 KN0514'THE GRAY ROCK IS THE HARDER.
 KN0514
 KN0514                          STATION RECOVERY (1957)
 KN0514
 KN0514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WWH)
 KN0514'THE STATION MARK AND REFERENCE MARK NO. 2 FOUND REMOVED FROM
 KN0514'BOULDERS IN WHICH SET.
 KN0514'
 KN0514'LOCATIONS WERE RECOVERABLE SINCE CEMENT AT BOTTOM OF HOLES WITH
 KN0514'PRONG MARKS OF DISK IN EVIDENCE.  SET A NEW STATION MARK STAMPED
 KN0514'PRICE 1937 1957, AND AN ADDITIONAL REFERENCE MARK STAMPED PRICE
 KN0514'1957 WHICH WILL BE REFERRED TO AS REFERENCE MARK NO. 3.
 KN0514'
 KN0514'DIRECTIONS AND MEASUREMENTS TO REFERENCE MARK NO. 2 MADE TO
 KN0514'RECOVERABLE BASE OF CEMENT FILLED HOLE PREVIOUSLY HOLDING MARK.  IN
 KN0514'THE 1949 RECOVERY NOTE, IT IS NOTED THAT R.M. NO. 1 DISK WAS GONE.
 KN0514'THIS IS IN ERROR.  MEASUREMENTS NOT MADE WITH A SURVEYORS TAPE,
 KN0514'BUT BUT RATHER WITH A CARPENTERS TAPE AND THE INCHES AND FRACTIONS
 KN0514'CONVERTED TO THE DECIMAL PART OF FOOT.
 KN0514'
 KN0514'STATION MARK SET IN NEW DRILL HOLE AND COUNTERSUNK, CEMENTED
 KN0514'IN HOLE WITH IRON CEMENT (SMOOTH-ON NO. 1).  REFERENCE MARK
 KN0514'NO. 3 (PRICE 1957) SET IN DRILL HOLE WITH IRON CEMENT IN A
 KN0514'BROWN BOULDER AT EDGE OF BLUFF WHICH PROJECTS 3 FEET ABOVE
 KN0514'SURFACE OF GROUND.  STATION MARK WAS COVERED WITH DIRT TO
 KN0514'CONCEAL IT.
 KN0514'
 KN0514'PREVIOUS AZIMUTH MARK, THE CARBON COUNTY C.H. STATUE DESTROYED,
 KN0514'THE BUILDING RECENTLY DEMOLISHED.
 KN0514
 KN0514                          STATION RECOVERY (1971)
 KN0514
 KN0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KN0514'THE STATION MARK AND REFERENCE MARKS 1 AND 3 WERE RECOVERED,
 KN0514'THE STATION WAS IN GOOD CONDITION AND THE REFERENCE MARKS WERE
 KN0514'REPAIRED IN PLACE.  THE OLD AZIMUTH MARK WAS DESTROYED AND
 KN0514'A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 KN0514'
 KN0514'THE STATION MARK IS A STANDARD DISK STAMPED, PRICE 1937 1957.
 KN0514'IT IS SET IN A DRILL HOLE IN A DEPRESSION IN A LARGE BOULDER.
 KN0514'THE AREA AROUND THE DRILL HOLE IS ABOUT 2 INCHES BELOW THE
 KN0514'GROUND SURFACE WHICH KEEPS THE STATION MARK COVERED WITH
 KN0514'SAND AND DIRT.  THE MARK IS 39 FEET EAST OF A POWER POLE, 18
 KN0514'FEET NORTH OF THE EDGE OF A BLUFF, 15 FEET NORTHWEST OF THE
 KN0514'WEST CONCRETE SUPPORT FOR A LARGE SIGN AND ABOUT 40 YARDS
 KN0514'NORTHEAST OF A LARGE HOLDING TANK WHICH IS NEAR THE SOUTHEAST
 KN0514'CORNER OF THE MESA.
 KN0514'
 KN0514'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, PRICE 1937.  IT
 KN0514'IS SET IN A DRILL HOLE IN TOP OF A FLAT BOULDER WHICH PROJECTS
 KN0514'ABOUT 8 INCHES.  IT IS 45 FEET NORTH OF A POWER POLE WITH A
 KN0514'WITNESS SIGN, 35 FEET WEST OF THE CENTER OF A DIRT ROAD AND
 KN0514'64 FEET NORTHWEST OF THE WEST SUPPORT FOR A LARGE SIGN.
 KN0514'
 KN0514'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, PRICE 1957.  IT
 KN0514'IS SET IN A DRILL HOLE IN A LARGE OUTCROP WHICH PROJECTS FROM
 KN0514'THE EAST EDGE OF THE BLUFF, 34 FEET EAST OF THE EAST CONCRETE
 KN0514'SUPPORT FOR THE LARGE SIGN.
 KN0514'
 KN0514'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, PRICE 1937 1971.
 KN0514'IT IS SET IN TOP OF A LARGE BOULDER IN FRONT OF A CINDER
 KN0514'BLOCK RELAY BUILDING.  IT IS 70 FEET SOUTH OF THE DOOR OF
 KN0514'THE BUILDING, 20 FEET OF A WITNESS SIGN ON A POWER POLE AND
 KN0514'18 FEET WEST OF THE CENTER OF A DIRT ROAD.
 KN0514'
 KN0514'TO REACH THE STATION FROM THE COURT HOUSE IN PRICE GO EAST
 KN0514'ALONG MAIN STREET FOR 0.15 MILE, TURN LEFT AND GO NORTH ALONG
 KN0514'300 EAST FOR 0.65 MILE.  TURN LEFT AND GO WEST ALONG 500 NORTH
 KN0514'FOR 0.15 MILE, TURN RIGHT AND GO NORTH ALONG 100 EAST FOR
 KN0514'0.6 MILE AT A CROSS ROAD.  TURN LEFT ON ROAD LEADING UP MESA
 KN0514'FOR 0.5 MILE TO A FORK ON TOP OF MESA.  TURN LEFT AND GO SOUTH
 KN0514'FOR 0.8 MILE TO A FORK, TAKE LEFT FORK SOUTHEAST FOR 0.15
 KN0514'MILE TO A FORK.  TAKE THE LEFT FORK SOUTHEAST FOR 0.1 MILE TO
 KN0514'THE STATION AT THE SOUTHEAST CORNER OF THE MESA.
 KN0514'
 KN0514'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KN0514'
 KN0514'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/4 MILE
 KN0514'NORTH OF PRICE
 KN0514
 KN0514                          STATION RECOVERY (1976)
 KN0514
 KN0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KN0514'STATION RECOVERED AND ALL MARKS WITH THE EXCEPTION OF THE AZIMUTH
 KN0514'MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND
 KN0514'AND IS BELIEVED TO HAVE BEEN DESTROYED.  A NEW AZIMUTH MARK, AZ 2 WAS
 KN0514'ESTABLISHED AT THIS TIME.  DISTANCE AND HORIZONTAL ANGLE TO
 KN0514'REFERENCE MARK NUMBER 1 CHECKED ADEQUATELY.  DIRECTION TO
 KN0514'REFERENCE MARK NUMBER 3 CHECKED BUT THE DISTANCE TO THIS MARK
 KN0514'COULD NOT BE CHECKED DUE TO A VERY LARGE SIGN OBSTRUCTING.
 KN0514'
 KN0514'STATION IS ON A HIGH HILL NORTH OF PRICE AND JUST ABOVE TWO LARGE
 KN0514'PRICE CITY WATER HOLDING TANKS.
 KN0514'
 KN0514'THE 1971 DESCRIPTION OF HOW TO REACH THE STATION IS ADEQUATE.
 KN0514'
 KN0514'AZIMUTH MARK IS REACHED FROM THE STATION.  GO NORTHWESTERLY ON A
 KN0514'TRACK ROAD FOR 0.15 MILE TO A ROAD WHICH LEADS LEFT, DOWNHILL.
 KN0514'TURN RIGHT FOR ABOUT 50 FEET, THENCE SHARP LEFT AND GO SOUTHERLY
 KN0514'ON A TRACK ROAD FOR 0.2 MILE TO A ROAD FORK.  MARK IS 60 FEET
 KN0514'SOUTHWEST OF THIS POINT AND THERE IS A SMALL CINDER BLOCK
 KN0514'BUILDING ON THE RIGHT.  AN AZIMUTH MARK DISK, STAMPED PRICE 1937
 KN0514'1957 AZ 2 1976, CEMENTED IN A DRILL HOLE, IN THE TOP OF AN 18
 KN0514'INCH X 18 INCH BOULDER PROJECTING 6 INCHES.  MARK IS 85 FEET
 KN0514'SOUTHEAST OF A METAL DOOR TO THE SMALL CINDER BLOCK BUILDING, 60
 KN0514'FEET SOUTHWEST OF THE ROAD FORK, 33 FEET EAST-SOUTHEAST OF A
 KN0514'POWERLINE POLE WITH A METAL WITNESS SIGN ATTACHED AND 24 FEET
 KN0514'SOUTHEAST OF A GRADED ROAD.
 KN0514'
 KN0514'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 1/4 MILE
 KN0514'NORTH OF PRICE.
 KN0514'
 KN0514'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 KN0514
 KN0514                          STATION RECOVERY (2009)
 KN0514
 KN0514'RECOVERY NOTE BY CARBON COUNTY UTAH 2009 (BG)
 KN0514'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3670 ***********************************************************************
 AA3670  FBN         -  This is a Federal Base Network Control Station.
 AA3670  PACS        -  This is a Primary Airport Control Station.
 AA3670  DESIGNATION -  PRICEPORT
 AA3670  PID         -  AA3670
 AA3670  STATE/COUNTY-  UT/CARBON
 AA3670  COUNTRY     -  US
 AA3670  USGS QUAD   -  PRICE (2017)
 AA3670
 AA3670                         *CURRENT SURVEY CONTROL
 AA3670  ______________________________________________________________________
 AA3670* NAD 83(2011) POSITION- 39 36 35.21469(N) 110 45 12.69526(W)   ADJUSTED
 AA3670* NAD 83(2011) ELLIP HT-  1763.453 (meters)        (06/27/12)   ADJUSTED
 AA3670* NAD 83(2011) EPOCH   -  2010.00
 AA3670* NAVD 88 ORTHO HEIGHT -  1780.30  (meters)     5840.9   (feet) GPS OBS
 AA3670  ______________________________________________________________________
 AA3670  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AA3670  GEOID HEIGHT    -        -16.742 (meters)                     GEOID99
 AA3670  GEOID HEIGHT    -        -16.845 (meters)                     GEOID18
 AA3670  NAD 83(2011) X  - -1,744,033.801 (meters)                     COMP
 AA3670  NAD 83(2011) Y  - -4,602,443.502 (meters)                     COMP
 AA3670  NAD 83(2011) Z  -  4,045,825.448 (meters)                     COMP
 AA3670  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 AA3670
 AA3670  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3670  Standards:
 AA3670         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3670            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3670  -------------------------------------------------------------------
 AA3670  NETWORK    0.33   0.71           0.15   0.12   0.36     -0.03280875
 AA3670  -------------------------------------------------------------------
 AA3670  Click here for local accuracies and other accuracy information.
 AA3670
 AA3670.This mark is at Carbon County Airport (PUC)
 AA3670
 AA3670.The horizontal coordinates were established by GPS observations
 AA3670.and adjusted by the National Geodetic Survey in June 2012.
 AA3670
 AA3670.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3670.been affixed to the stable North American tectonic plate. See 
 AA3670.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3670
 AA3670.The horizontal coordinates are valid at the epoch date displayed above
 AA3670.which is a decimal equivalence of Year/Month/Day.
 AA3670
 AA3670.The orthometric height was determined by GPS observations and a
 AA3670.high-resolution geoid model.
 AA3670
 AA3670.GPS derived orthometric heights for airport stations designated as
 AA3670.PACS or SACS are published to 2 decimal places.  This maintains
 AA3670.centimeter relative accuracy between the PACS and SACS.  It does
 AA3670.not indicate centimeter accuracy relative to other marks which are
 AA3670.part of the published vertical control network.
 AA3670
 AA3670.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3670.GEOID18 height accuracy estimate available here.
 AA3670
 AA3670.Click photographs - Photos may exist for this station.
 AA3670
 AA3670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3670
 AA3670.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3670
 AA3670.The ellipsoidal height was determined by GPS observations
 AA3670.and is referenced to NAD 83.
 AA3670
 AA3670. The following values were computed from the NAD 83(2011) position.
 AA3670
 AA3670;                    North         East     Units Scale Factor Converg.
 AA3670;SPC UT C     - 2,141,976.848   564,098.878   MT  0.99990650   +0 28 41.4
 AA3670;SPC UT C     - 7,027,469.04  1,850,714.40   sFT  0.99990650   +0 28 41.4
 AA3670;UTM  12      - 4,384,477.298   521,158.187   MT  0.99960551   +0 09 25.7
 AA3670
 AA3670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3670!SPC UT C     -   0.99972342  x   0.99990650  =   0.99962994
 AA3670!UTM  12      -   0.99972342  x   0.99960551  =   0.99932904
 AA3670
 AA3670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ2115884477(NAD 83)
 AA3670
 AA3670                          SUPERSEDED SURVEY CONTROL
 AA3670
 AA3670  NAD 83(2007)-  39 36 35.21423(N)    110 45 12.69603(W) AD(2002.00) 0
 AA3670  ELLIP H (02/10/07) 1763.466  (m)                       GP(2002.00)    
 AA3670  ELLIP H (06/28/00) 1763.487  (m)                       GP(       ) 4 1
 AA3670  NAD 83(1994)-  39 36 35.21336(N)    110 45 12.69529(W) AD(       ) B
 AA3670  ELLIP H (04/21/95) 1763.522  (m)                       GP(       ) 4 1
 AA3670  NAVD 88 (04/21/95) 1780.39   (m)  GEOID93  model used  GPS OBS        
 AA3670
 AA3670.Superseded values are not recommended for survey control.
 AA3670
 AA3670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3670.See file dsdata.pdf to determine how the superseded data were derived.
 AA3670
 AA3670_MARKER: I = METAL ROD
 AA3670_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3670_STAMPING: PRICEPORT 1988
 AA3670_MARK LOGO: NGS
 AA3670_PROJECTION: RECESSED 10 CENTIMETERS
 AA3670_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3670+STABILITY: POSITION/ELEVATION WELL
 AA3670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3670+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1999
 AA3670_ROD/PIPE-DEPTH: 8.23 meters
 AA3670_SLEEVE-DEPTH  : 0.9 meters
 AA3670
 AA3670  HISTORY     - Date     Condition        Report By
 AA3670  HISTORY     - 1988     MONUMENTED       NGS
 AA3670  HISTORY     - 19931029 GOOD             NGS
 AA3670  HISTORY     - 19990210 GOOD             NGS
 AA3670
 AA3670                          STATION DESCRIPTION
 AA3670
 AA3670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 AA3670'STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHEAST OF PRICE, AT THE
 AA3670'CARBON COUNTY AIRPORT, IN THE NORTH ANGLE OF THE JUNCTION OF RUNWAYS
 AA3670'14-32 AND 18-36, IN AN AREA THAT CHANGES DUE TO WATER RUNOFF, IN
 AA3670'CENTRAL SECTION 13, T 14 S, R 10 E.  OWNERSHIP--CARBON COUNTY, BOX
 AA3670'882, PRICE UT 84501.  AIRPORT MANAGER IS DON OWEN, PHONE 801-789-8157.
 AA3670'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF US HIGHWAYS 6, 191 AND
 AA3670'6 BUSINESS (EXIT 243) ON THE SOUTHEAST SIDE OF PRICE, GO NORTH ON
 AA3670'HIGHWAY 6 BUSINESS AND STATE HIGHWAY 55 FOR 1.02 KM (0.65 MI) TO A
 AA3670'PAVED ROAD RIGHT AT CURVE LEFT.  TURN RIGHT,  EASTERLY, ON AIRPORT
 AA3670'ROAD FOR 4.97 KM (3.10 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN
 AA3670'LEFT ON PAVED ROAD FOR 0.17 KM (0.10 MI) TO ROAD END AT APRON AND
 AA3670'BEACON TOWER.  CONTINUE NORTHWEST ON APRON, THEN RAMP FOR 0.21 KM
 AA3670'(0.15 MI) TO RUNWAY 18-36.  CROSS RUNWAY, THEN TURN LEFT, SOUTHERLY,
 AA3670'ALONGSIDE RUNWAY FOR 0.28 KM (0.15 MI) TO THE STATION ON THE RIGHT.
 AA3670'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STEEL ROD ENCASED IN PVC
 AA3670'PIPE WITH LOGO CAP SET IN A CONCRETE POST 10 CM BELOW GROUND.  IT IS
 AA3670'1.8 M (5.9 FT) SOUTH OF A FIBERGLASS WITNESS POST, 21.3 M (69.9 FT)
 AA3670'NORTH OF THE NORTHWEST CORNER OF A CATCH BASIN IN THE VEE OF THE
 AA3670'RUNWAYS, 17.0 M (55.8 FT) WEST-NORTHWEST OF THE EDGE OF RUNWAY 18-36,
 AA3670'15.7 M (51.5 FT) EAST-NORTHEAST OF THE SHOULDER EDGE OF RUNWAY 14-32,
 AA3670'32.2 M (105.6 FT) SOUTHEAST OF THE TOP CENTER OF ILLUMINATED SIGN
 AA3670'18-36, AND 15.4 M (50.5 FT) NORTHWEST OF A RUNWAY LIGHT. DESCRIBED BY
 AA3670'G.R.HEID
 AA3670
 AA3670                          STATION RECOVERY (1999)
 AA3670
 AA3670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AA3670'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) NORTHEAST OF PRICE, AT
 AA3670'THE CARBON COUNTY AIRPORT.  OWNERSHIP--CARBON COUNTY, PO BOX 882,
 AA3670'PRICE, UT 81501.  CONTACT THE AIRPORT MANAGER ONE DAY IN ADVANCE
 AA3670'BEFORE OCCUPYING THIS STATION.  AIRPORT MANAGER IS MARK FRANCIS PO BOX
 AA3670'786 PRICE, UT 81501.  PHONE 435-637-9556 OR 435-636-8061, FAX 435-
 AA3670'637-8699.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 6 AND
 AA3670'191 AND US HIGHWAY 6 BUSINESS AND STATE HIGHWAY 55, EXIT 243, ON THE
 AA3670'SOUTHEAST SIDE OF PRICE, GO NORTH ON HIGHWAYS 6 BUSINESS AND 55 FOR
 AA3670'1.02 KM (0.65 MI) TO THE JUNCTION OF AIRPORT ROAD ON THE RIGHT.  TURN
 AA3670'RIGHT AND GO EAST ON AIRPORT ROAD FOR 5.15 KM (3.20 MI) TO THE AIRPORT
 AA3670'ENTRANCE ROAD ON THE LEFT.  TURN LEFT ON THE ENTRANCE ROAD FOR 0.16 KM
 AA3670'(0.10 MI) TO A LARGE HANGAR AND THE AIRPORT OFFICE ON THE LEFT AND
 AA3670'ENTRANCE GATE STRAIGHT AHEAD.  PASS THROUGH THE GATE ONTO THE APRON
 AA3670'AND BEAR LEFT, NORTHWESTERLY, TO THE TAXIWAY PASSING THE AIRPORT
 AA3670'BEACON.  CONTINUE AHEAD ON THE TAXIWAY FOR 0.16 KM (0.10 MI) TO THE
 AA3670'JUNCTION OF RUNWAY 18-36.  CROSS THE RUNWAY, THEN TURN LEFT AND GO
 AA3670'SOUTH ALONGSIDE THE RUNWAY FOR 0.28 KM (0.15 MI) TO THE STATION ON THE
 AA3670'RIGHT, JUST BEFORE REACHING THE JUNCTION OF RUNWAY 14-32.  IT IS 21.3
 AA3670'M (69.9 FT) NORTH OF THE NORTHWEST CORNER OF A CATCH BASIN, 17.0 M
 AA3670'(55.8 FT) WEST OF THE WEST EDGE OF RUNWAY 18-36, 15.7 M (51.5 FT)
 AA3670'EAST-NORTHEAST OF THE EAST SHOULDER OF RUNWAY 14-32, 15.4 M (50.5 FT)
 AA3670'NORTHWEST OF A RUNWAY LIGHT AND 1.8 M (5.9 FT) SOUTH OF A FIBERGLASS
 AA3670'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0532 ***********************************************************************
 HO0532  DESIGNATION -  PROCTOR
 HO0532  PID         -  HO0532
 HO0532  STATE/COUNTY-  UT/GARFIELD
 HO0532  COUNTRY     -  US
 HO0532  USGS QUAD   -  HATCH (2017)
 HO0532
 HO0532                         *CURRENT SURVEY CONTROL
 HO0532  ______________________________________________________________________
 HO0532* NAD 83(1994) POSITION- 37 40 51.47621(N) 112 23 50.04517(W)   ADJUSTED
 HO0532* NAVD 88 ORTHO HEIGHT -  2109.3   (meters)     6920.    (feet) VERTCON3
 HO0532  ______________________________________________________________________
 HO0532  GEOID HEIGHT    -        -20.398 (meters)                     GEOID18
 HO0532  LAPLACE CORR    -          2.34  (seconds)                    DEFLEC18
 HO0532  HORZ ORDER      -  SECOND
 HO0532
 HO0532.The horizontal coordinates were established by classical geodetic methods
 HO0532.and adjusted by the National Geodetic Survey in November 1997.
 HO0532
 HO0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0532
 HO0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0532.GEOID18 height accuracy estimate available here.
 HO0532
 HO0532.Click photographs - Photos may exist for this station.
 HO0532
 HO0532.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0532
 HO0532. The following values were computed from the NAD 83(1994) position.
 HO0532
 HO0532;                    North         East     Units Scale Factor Converg.
 HO0532;SPC UT S     - 3,112,949.796   420,858.424   MT  0.99995291   -0 32 59.0
 HO0532;SPC UT S     -10,213,069.46  1,380,766.35   sFT  0.99995291   -0 32 59.0
 HO0532;UTM  12      - 4,171,336.843   376,793.865   MT  0.99978697   -0 51 15.1
 HO0532
 HO0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0532!SPC UT S     -   0.99967232  x   0.99995291  =   0.99962525
 HO0532!UTM  12      -   0.99967232  x   0.99978697  =   0.99945936
 HO0532
 HO0532:                Primary Azimuth Mark                     Grid Az
 HO0532:SPC UT S     -  HILLSDALE                                023 08 19.6
 HO0532:UTM  12      -  HILLSDALE                                023 26 35.7
 HO0532
 HO0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG7679371336(NAD 83)
 HO0532
 HO0532|---------------------------------------------------------------------|
 HO0532| PID    Reference Object                     Distance      Geod. Az  |
 HO0532|                                                           dddmmss.s |
 HO0532| HO0531 HILLSDALE                           APPROX. 2.3 KM 0223520.6 |
 HO0532| CH3120 PROCTOR RM 1                         20.494 METERS 25017     |
 HO0532| CH3121 PROCTOR RM 2                         17.750 METERS 33040     |
 HO0532|---------------------------------------------------------------------|
 HO0532
 HO0532                          SUPERSEDED SURVEY CONTROL
 HO0532
 HO0532  NAD 83(1986)-  37 40 51.47428(N)    112 23 50.04634(W) AD(       ) 2
 HO0532  NAD 27      -  37 40 51.54936(N)    112 23 47.31218(W) AD(       ) 2
 HO0532  NGVD 29 (07/19/86) 2107.9    (m)         6916.     (f) VERT ANG       
 HO0532
 HO0532.Superseded values are not recommended for survey control.
 HO0532
 HO0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0532.See file dsdata.pdf to determine how the superseded data were derived.
 HO0532
 HO0532_MARKER: DD = SURVEY DISK
 HO0532_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HO0532+WITH SETTING: INFORMATION.
 HO0532_STAMPING: PROCTOR 1971
 HO0532_MARK LOGO: USGS
 HO0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0532
 HO0532  HISTORY     - Date     Condition        Report By
 HO0532  HISTORY     - 1971     MONUMENTED       USGS
 HO0532
 HO0532                          STATION DESCRIPTION
 HO0532
 HO0532'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HO0532'LOCATED ABOUT 10.5 MI SSE. OF PANGUITCH.  3 MI NE. OF HATCH.  ABOUT
 HO0532'0.25 MI E. OF U.S. HIGHWAY 89.  ON THE WEST END OF A FLAT RIDGE.
 HO0532'
 HO0532'TO REACH FROM TRAFFIC LIGHT IN PANGUITCH, DRIVE S. ON HIGHWAY
 HO0532'89 FOR 7.1 MI TO JCT. OF HIGHWAY 12.  CONTINUE S. ON HIGHWAY 89
 HO0532'FOR 5.55 MI TO T-JCT. LEADING E. (LEFT).  TURN LEFT, CROSS THE
 HO0532'SEVIER RIVER, AND DRIVE 0.35 MI ON MAIN-TRAVELED RD. TO GATE ON
 HO0532'LEFT SIDE OF RD..  TURN THROUGH GATE AND DRIVE TO TOP OF HILL
 HO0532'AND STATION.
 HO0532'
 HO0532'STATION MARK--A STANDARD USGS TABLET STAMPED PROCTOR 1971
 HO0532'FASTENED TO A COPPER-COATED ROD.
 HO0532'
 HO0532'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED PROCTOR
 HO0532'NO 1 1971 CEMENTED IN DRILL HOLE IN BOULDER, 0.9 FT ABOVE STATION
 HO0532'MARK.
 HO0532'
 HO0532'REFERENCE MARK NO. 2--A STANDARD USGS TABLET STAMPED PROCTOR NO
 HO0532'2 1971 CEMENTED IN DRILL HOLE IN ROCK OUTCROP, 3.6 FT BELOW
 HO0532'STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0747 ***********************************************************************
 MS0747  DESIGNATION -  PROM ET
 MS0747  PID         -  MS0747
 MS0747  STATE/COUNTY-  UT/BOX ELDER
 MS0747  COUNTRY     -  US
 MS0747  USGS QUAD   -  ROZEL (2017)
 MS0747
 MS0747                         *CURRENT SURVEY CONTROL
 MS0747  ______________________________________________________________________
 MS0747* NAD 83(1994) POSITION- 41 33 21.90212(N) 112 44 47.59058(W)   ADJUSTED
 MS0747* NAVD 88 ORTHO HEIGHT -  1482.2   (meters)     4863.    (feet) VERTCON3
 MS0747  ______________________________________________________________________
 MS0747  GEOID HEIGHT    -        -16.094 (meters)                     GEOID18
 MS0747  LAPLACE CORR    -          2.25  (seconds)                    DEFLEC18
 MS0747  HORZ ORDER      -  SECOND
 MS0747
 MS0747.The horizontal coordinates were established by classical geodetic methods
 MS0747.and adjusted by the National Geodetic Survey in November 1997.
 MS0747
 MS0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0747
 MS0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0747.GEOID18 height accuracy estimate available here.
 MS0747
 MS0747.Click photographs - Photos may exist for this station.
 MS0747
 MS0747.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0747
 MS0747. The following values were computed from the NAD 83(1994) position.
 MS0747
 MS0747;                    North         East     Units Scale Factor Converg.
 MS0747;SPC UT N     - 1,136,534.418   396,014.034   MT  0.99997101   -0 49 18.9
 MS0747;SPC UT N     - 3,728,780.00  1,299,256.04   sFT  0.99997101   -0 49 18.9
 MS0747;UTM  12      - 4,601,963.475   354,350.939   MT  0.99986106   -1 09 31.6
 MS0747
 MS0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0747!SPC UT N     -   0.99977009  x   0.99997101  =   0.99974111
 MS0747!UTM  12      -   0.99977009  x   0.99986106  =   0.99963119
 MS0747
 MS0747:                Primary Azimuth Mark                     Grid Az
 MS0747:SPC UT N     -  CEDAR ET                                 027 50 56.5
 MS0747:UTM  12      -  CEDAR ET                                 028 11 09.2
 MS0747
 MS0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM5435001963(NAD 83)
 MS0747
 MS0747|---------------------------------------------------------------------|
 MS0747| PID    Reference Object                     Distance      Geod. Az  |
 MS0747|                                                           dddmmss.s |
 MS0747| MS0748 CEDAR ET                            APPROX.10.5 KM 0270137.6 |
 MS0747|---------------------------------------------------------------------|
 MS0747
 MS0747                          SUPERSEDED SURVEY CONTROL
 MS0747
 MS0747  NAD 83(1993)-  41 33 21.89746(N)    112 44 47.58102(W) AD(       ) 2
 MS0747  NAD 83(1986)-  41 33 21.89285(N)    112 44 47.57231(W) AD(       ) 2
 MS0747  NAD 27      -  41 33 22.15780(N)    112 44 44.65285(W) AD(       ) 2
 MS0747  NGVD 29 (07/19/86) 1481.2    (m)         4860.     (f) VERT ANG       
 MS0747
 MS0747.Superseded values are not recommended for survey control.
 MS0747
 MS0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0747.See file dsdata.pdf to determine how the superseded data were derived.
 MS0747
 MS0747_MARKER: DD = SURVEY DISK
 MS0747_SETTING: 66 = SET IN ROCK OUTCROP
 MS0747_STAMPING: PROM ET 1966
 MS0747_MARK LOGO: USGS
 MS0747_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0747+STABILITY: POSITION/ELEVATION WELL
 MS0747
 MS0747  HISTORY     - Date     Condition        Report By
 MS0747  HISTORY     - 1966     MONUMENTED       USGS
 MS0747
 MS0747                          STATION DESCRIPTION
 MS0747
 MS0747'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (DHK)
 MS0747'LOCATED ABOUT 15 MI. (AIRLINE) SE. OF LOCOMOTIVE SPRINGS.
 MS0747'ABOUT 12 MI. WSW. OF GOLDEN SPIKE MONUMENT.  AND ABOUT 8.1 MI.
 MS0747'SW. OF CEDAR SPRING.  ON THE HIGHEST POINT OF A PROMINENT DARK
 MS0747'COLORED N.-S. RIDGE.
 MS0747'
 MS0747'TO REACH FROM GOLDEN SPIKE MONUMENT TAKE GRAVEL RD. W. FOR 5.6 MI.
 MS0747'TO RD. FORK.  CONTINUE W. FOR 0.3 MI. TO RD. FORK.  TAKE RIGHT FORK
 MS0747'AND DRIVE N. AND W. ALONG OLD RAILROAD GRADE FOR 4.6 MI. TO RD.
 MS0747'FORK BY GATE AND CATTLEGUARD.  TAKE LEFT FORK AND TRAVEL S. AND
 MS0747'W. FOR 2.2 MI. TO RANCH HOUSE.  TAKE LEFT FORK (S.) FOR 0.3 MI.
 MS0747'TO RD. FORK.  CONTINUE S. FOR 3.3 MI. TO RD. FORK BY WINDMILL.
 MS0747'TAKE RIGHT FORK FOR 2 MI. TO RD. FORK.  TAKE RIGHT FORK (N.)
 MS0747'FOR 1.8 MI. TO RD. FORK.  TAKE RIGHT FORK (N.) FOR 4.3 MI. TO
 MS0747'RD.  FORK AT SHARP BEND.  TAKE RIGHT FORK (S.) FOR 0.9 MI. TO
 MS0747'RD.  FORK.  TAKE LEFT FORK (S.) FOR 0.6 MI. TO END OF TRUCK
 MS0747'TRAVEL.  PACK S. TO HIGHEST POINT OF TOP AND STATION.  ABOUT A
 MS0747'15-MINUTE PACK.
 MS0747'
 MS0747'STATION MARK--STANDARD TABLET STAMPED PROM ET 1966 AND SET IN
 MS0747'ROCK OUTCROP.
 MS0747'
 MS0747'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0723 ***********************************************************************
 MS0723  DESIGNATION -  PROMONTORY
 MS0723  PID         -  MS0723
 MS0723  STATE/COUNTY-  UT/BOX ELDER
 MS0723  COUNTRY     -  US
 MS0723  USGS QUAD   -  POKES POINT (2017)
 MS0723
 MS0723                         *CURRENT SURVEY CONTROL
 MS0723  ______________________________________________________________________
 MS0723* NAD 83(1994) POSITION- 41 17 52.57819(N) 112 25 11.56616(W)   ADJUSTED
 MS0723* NAVD 88 ORTHO HEIGHT -  2010.6   (meters)     6596.    (feet) VERTCON3
 MS0723  ______________________________________________________________________
 MS0723  GEOID HEIGHT    -        -16.456 (meters)                     GEOID18
 MS0723  LAPLACE CORR    -         -8.64  (seconds)                    DEFLEC18
 MS0723  HORZ ORDER      -  FIRST
 MS0723
 MS0723.The horizontal coordinates were established by classical geodetic methods
 MS0723.and adjusted by the National Geodetic Survey in June 1998.
 MS0723
 MS0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0723
 MS0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0723.GEOID18 height accuracy estimate available here.
 MS0723
 MS0723.Click photographs - Photos may exist for this station.
 MS0723
 MS0723.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0723
 MS0723. The following values were computed from the NAD 83(1994) position.
 MS0723
 MS0723;                    North         East     Units Scale Factor Converg.
 MS0723;SPC UT N     - 1,107,527.200   422,960.064   MT  0.99995718   -0 36 23.5
 MS0723;SPC UT N     - 3,633,612.16  1,387,661.48   sFT  0.99995718   -0 36 23.5
 MS0723;UTM  12      - 4,572,804.137   381,123.711   MT  0.99977392   -0 56 13.9
 MS0723
 MS0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0723!SPC UT N     -   0.99968731  x   0.99995718  =   0.99964450
 MS0723!UTM  12      -   0.99968731  x   0.99977392  =   0.99946130
 MS0723
 MS0723:                Primary Azimuth Mark                     Grid Az
 MS0723:SPC UT N     -  PROMONTORY AZ MK 2                       150 20 59.1
 MS0723:UTM  12      -  PROMONTORY AZ MK 2                       150 40 49.5
 MS0723
 MS0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL8112372804(NAD 83)
 MS0723
 MS0723|---------------------------------------------------------------------|
 MS0723| PID    Reference Object                     Distance      Geod. Az  |
 MS0723|                                                           dddmmss.s |
 MS0723| CM5812 PROMONTORY RM 2                       5.444 METERS 01121     |
 MS0723| MS0689 BOX ELDER PK=WILLARD PK CAIRN       APPROX.50.5 KM 0415628.4 |
 MS0723| MR0718 NORTH OGDEN PEAK                    APPROX.39.1 KM 0791015.3 |
 MS0723| MS0704 AIR BCN 3 5 MI SW OF WILLARD        APPROX.30.3 KM 0814953.1 |
 MS0723| MS0711 AIR BCN 2 2 MI S CLEARFIELD         APPROX.39.5 KM 1230751.6 |
 MS0723| LO1000 SALT LAKE CITY TEMPLE W SPIRE       APPROX.73.5 KM 1424057.5 |
 MS0723| CM5810 PROMONTORY AZ MK 2                                 1494435.6 |
 MS0723| MS0715 ANTELOPE ISLAND AIR BEACON          APPROX.36.1 KM 1502759.2 |
 MS0723| MT0739 PILOT PEAK AZ MK                                   2585549.4 |
 MS0723| CM5811 PROMONTORY RM 1                       3.679 METERS 28436     |
 MS0723| MS0722 SOUTH PROMONTORY CAIRN              APPROX. 2.5 KM 2934237.5 |
 MS0723| CM5809 PROMONTORY AZ MK                                   3205037.5 |
 MS0723| MS0724 MIDDLE PROMONTORY CAIRN             APPROX.12.4 KM 3333830.0 |
 MS0723| MS0726 NORTH PROMONTORY CAIRN              APPROX.22.6 KM 3405603.5 |
 MS0723|---------------------------------------------------------------------|
 MS0723
 MS0723                          SUPERSEDED SURVEY CONTROL
 MS0723
 MS0723  NAD 83(1993)-  41 17 52.57633(N)    112 25 11.56684(W) AD(       ) 1
 MS0723  NAD 83(1986)-  41 17 52.56750(N)    112 25 11.55676(W) AD(       ) 1
 MS0723  NAD 27      -  41 17 52.80101(N)    112 25 08.70612(W) AD(       ) 1
 MS0723  USCA        -  41 17 47.32700(N)    112 25 14.56800(W) AD(       ) 3
 MS0723  USSD        -  41 17 53.69000(N)    112 25 09.26900(W) AD(       ) 3
 MS0723  NGVD 29 (07/19/86) 2009.6    (m)         6593.     (f) VERT ANG       
 MS0723
 MS0723.Superseded values are not recommended for survey control.
 MS0723
 MS0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0723.See file dsdata.pdf to determine how the superseded data were derived.
 MS0723
 MS0723_MARKER: B = BOLT
 MS0723_SETTING: 80 = SET IN A BOULDER
 MS0723
 MS0723  HISTORY     - Date     Condition        Report By
 MS0723  HISTORY     - 1892     MONUMENTED       CGS
 MS0723  HISTORY     - 1938     GOOD             CGS
 MS0723  HISTORY     - 1940     GOOD             CGS
 MS0723  HISTORY     - 1966     GOOD             USGS
 MS0723
 MS0723                          STATION DESCRIPTION
 MS0723
 MS0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1892 (WE)
 MS0723'ON THE MOST SOUTHEASTERN SUMMIT OF THE PROMONTORY MOUNTAINS,
 MS0723'ON PROMONTORY PENINSULA, WHICH EXTENDS INTO GREAT SALT LAKE FROM THE
 MS0723'NORTH.  THE SUMMIT IS VERY ROCKY AND ROUGH BEING COMPOSED OF BARE,
 MS0723'STRATIFIED ROCKS, WITH THE DIP NEARLY VERTICAL.  THE STATION IS
 MS0723'MARKED BY A CROSS IN A COPPER BOLT SET IN SOLID ROCK AND SURROUNDED
 MS0723'BY A HOLLOW BRICK PIER 32 INCHES SQUARE SUPPORTING A RED
 MS0723'SANDSTONE CAP, WHICH BEARS A SECOND COPPER BOLT DIRECTLY
 MS0723'ABOVE THE FIRST AND IS INSCRIBED WITH A TRIANGLE AND THE
 MS0723'LEGEND U.S.C. AND G. SURVEY, 1892.  THE STATION IS NEARLY
 MS0723'SURROUNDED BY A RING WALL OF ROCKS 4 FEET HIGH, WITH AN
 MS0723'INNER DIAMETER OF 12 FEET.  THREE REFERENCE MARKS, EACH
 MS0723'CONSISTING OF A DRILL HOLE IN SOLID ROCK, ARE JUST OUTSIDE
 MS0723'THE WALL AT THE FOLLOWING DISTANCES AND BEARINGS FROM THE
 MS0723'STATION--2.50 METERS (8.2 FEET), N 33 DEG 32 MIN E.  2.44
 MS0723'METERS (8.0 FEET), S 45 DEG 52 MIN E.  AND 2.71 METERS (8.9
 MS0723'FEET), S 70 DEG 48 MIN W.  PROMONTORY LATITUDE STATION, MARKED
 MS0723'BY A STONE AND BRICK PIER, IS 16.61 METERS (54.5 FEET) FROM
 MS0723'THE STATION S 88 DEG 41 MIN W.  THE
 MS0723'VERTICAL-CIRCLE STATION IS S 11 DEG 11 MIN W.
 MS0723
 MS0723                          STATION RECOVERY (1938)
 MS0723
 MS0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 MS0723'STATION LIES 25 MILES WNW OF OGDEN AND 26 MILES SW OF BRIGHAM.
 MS0723'IT IS ON THE TOP OF A SHARP CONE-SHAPED PEAK WHICH IS ON THE
 MS0723'MOST SE RIDGE ON PROMONTORY POINT.  THERE ARE HIGHER PEAKS
 MS0723'TO NW OF STATION.  STATION CAN BE SEEN FROM THE ROAD ALONG
 MS0723'THE LAKE SHORE AT THE E SIDE OF THE PENINSULA.  THERE IS
 MS0723'SOME TIMBER ON THE PEAK AND THE HILLS ON THE RIDGE JUST S
 MS0723'OF THE STATION ARE BARE.
 MS0723'
 MS0723'STATION MARK IS A COPPER BOLT LEADED IN SOLID ROCK.  THE
 MS0723'BRICK PIER AND SANDSTONE CAP HAVE BEEN REMOVED.
 MS0723'
 MS0723'OLD REFERENCE MARKS, DRILL HOLES, WERE NOT RECOVERED.  TWO
 MS0723'NEW REFERENCE MARKS WERE ESTABLISHED, THEY ARE BRONZE REFERENCE
 MS0723'DISKS SET IN SOLID ROCK AND STAMPED 1938, NO. 1 AND 2 RESPECTIVELY.
 MS0723'
 MS0723'AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED 1938.
 MS0723'
 MS0723'REACHED FROM THE POST OFFICE IN BRIGHAM AS FOLLOWS--GO N AND
 MS0723'NW ON U.S. HIGHWAY 191 FOR 6.5 MILES TO RAILROAD DEPOT AT
 MS0723'CORINNE, THEN CONTINUE 0.1 MILE AND TURN LEFT OFF HIGHWAY
 MS0723'ONTO A GRADED GRAVEL ROAD HEADING NW, FOLLOW THE MAIN ROAD
 MS0723'17.2 MILES TO RAILROAD SIDING (BLUE CREEK), CONTINUE ON
 MS0723'MAIN ROAD 0.4 MILE, THEN TURN LEFT ON GRAVEL ROAD, CROSS
 MS0723'TRACKS AND GO W 2.5 MILES TO FORK AND SIGN (SALINE SALT 38
 MS0723'MI.), TURN LEFT AND GO S AND W 1.2 MILES TO FORK, TAKE LEFT
 MS0723'FORK AND GO S ON MAIN GRADED ROAD DOWN E SIDE OF PENINSULA
 MS0723'FOR 17.0 MILES TO BOOTHE SCHOOL ON RIGHT.  CONTINUE S ON
 MS0723'MAIN ROAD FOR 8.1 MILES TO TOP OF A LOW BENCH (PEAK WITH
 MS0723'STATION CAN BE SEEN ON FIRST RIDGE TO W), CONTINUE S ON
 MS0723'MAIN ROAD (DIRT) FOR 4.35 MILES TO FORK AND SIGN (SALINE
 MS0723'SALT 3 MILES), TAKE RIGHT FORK SW FOR 1.65 MILES TO AIR
 MS0723'BEACON ON LEFT, KEEP TO RIGHT AND GO W AND NW 2.15 MILES TO
 MS0723'FORK (LEFT FORK GOES TO RAILROAD STATION), TAKE RIGHT FORK
 MS0723'(NW) ALONG LAKE SHORE 0.55 MILE TO FORK, (LEFT FORK GOES
 MS0723'TO ANOTHER AIR BEACON), KEEP RIGHT FORK (N) ON TRAIL ROAD
 MS0723'ALONG LAKE SHORE 2.8 MILES TO FORK.  THENCE RIGHT FORK N,
 MS0723'E, AND N 1.9 MILES TO WHERE ROAD COMES IN FROM LEFT, TURN
 MS0723'RIGHT UP VALLEY, E, AND GO 1.9 MILES TO FORK, TAKE LEFT
 MS0723'FORK (NE) UP VALLEY AND GO 1.7 MILES TO POINT ON ROAD JUST
 MS0723'ABOVE GROVE OF TREES ON RIGHT AND END OF TRUCK TRAVEL.
 MS0723'FROM THIS POINT THE STATION LIES E APPROXIMATELY 1 MILE.  A
 MS0723'3/4-HOUR PACK.
 MS0723'
 MS0723'THE BEST ROUTE IS UP RIDGE TO THE E TO TOP AND STATION.  AZIMUTH
 MS0723'MARK IS 9.05 MILES S OF THE BOOTHE SCHOOL OR 0.95 MILE S
 MS0723'OF THE LOW BENCH, MENTIONED ABOVE, WHERE STATION CAN BE
 MS0723'SEEN TO THE W.  IT IS 8 YARDS W OF ROAD ON TOP OF A CONE-SHAPED
 MS0723'ROCK, PROJECTING ABOUT 2 FEET ABOVE GROUND.
 MS0723'
 MS0723'ALTERNATE ROUTE THAT MAY HAVE TO BE USED IN WET WEATHER.
 MS0723'FOLLOW ABOVE DESCRIPTION TO TOP OF LOW BENCH, 8.1 MILES S
 MS0723'OF THE BOOTHE SCHOOL, TURN RIGHT (W) OFF ROAD AND GO ACROSS
 MS0723'COUNTRY TO FOOT OF RIDGE, TOWARD STATION.  FROM THIS POINT
 MS0723'PACK UP STEEP RIDGE (W) ABOUT 2 MILES TO STATION.  APPROXIMATELY
 MS0723'2-1/2-HOUR PACK.
 MS0723
 MS0723                          STATION RECOVERY (1940)
 MS0723
 MS0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MS0723'STATION WAS RECOVERED AS DESCRIBED BY F.G.J. IN 1938 AND ALL
 MS0723'MARKS FOUND IN GOOD CONDITION.  STAND OVER MARK WAS IN
 MS0723'GOOD CONDITION AND WAS USED FOR 1940 OBSERVATIONS.
 MS0723
 MS0723                          STATION RECOVERY (1966)
 MS0723
 MS0723'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (RDM)
 MS0723'NOTE BY J.P.M., 1954--STATION FOUND, NEW DESCRIPTION FOLLOWS--
 MS0723'
 MS0723'LOCATED ON TOP OF SE. AND LOWER ONE OF TWO TOPS IN THE SECOND
 MS0723'HILL MASS N. OF THE S. END OF THE PENINSULA.
 MS0723'
 MS0723'REACHED BY HELICOPTER.  HELICOPTER CAN LAND ON RIDGE NE. OF
 MS0723'THE STATION RESULTING IN 5-MINUTE PACK TO TOP.
 MS0723'
 MS0723'NOTE BY D.E.U., 1958--NEW TO REACH AS FOLLOWS--TO REACH
 MS0723'FROM CORINNE, TAKE STATE HIGHWAY 83 FOR 19.8 MI. TO RD. FORKS
 MS0723'AND SIGN POINTING TO LITTLE VALLEY.  TAKE LITTLE VALLEY RD.
 MS0723'25.5 MI. TO SIDE RD. S.  TAKE RD. S. 1.8 MI. TO TOP OF BENCH.
 MS0723'AT THIS POINT LEAVE RD. AND GO CROSS COUNTRY 1.1 MI. TO THE S.
 MS0723'END OF A BENCH AND S. END OF A WIDE STRIP OF PINKISH-COLORED
 MS0723'BOULDERS.  ASCEND BENCH AT THIS POINT AND DRIVE NORTHWESTERLY
 MS0723'0.4 MI. TO MOUTH OF LARGE DRAIN.  CLIMB NOSE ON N. SIDE OF
 MS0723'DRAIN AND PACK WESTERLY TO MAIN RIDGE.  THENCE NORTHERLY
 MS0723'TO A SHARP, ROCKY TOP AND STATION.  ABOUT A 1-HOUR PACK.
 MS0723'(A 4-WHEEL DRIVE VEHICLE IS NECESSARY.)
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0721 ***********************************************************************
 MS0721  DESIGNATION -  PROMONTORY PT AIRPORT BEACON
 MS0721  PID         -  MS0721
 MS0721  STATE/COUNTY-  UT/BOX ELDER
 MS0721  COUNTRY     -  US
 MS0721  USGS QUAD   -  PROMONTORY POINT (2017)
 MS0721
 MS0721                         *CURRENT SURVEY CONTROL
 MS0721  ______________________________________________________________________
 MS0721* NAD 83(1994) POSITION- 41 12 44.61687(N) 112 25 45.28891(W)   ADJUSTED
 MS0721  ______________________________________________________________________
 MS0721  GEOID HEIGHT    -        -16.764 (meters)                     GEOID18
 MS0721  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 MS0721  HORZ ORDER      -  THIRD
 MS0721
 MS0721.The horizontal coordinates were established by classical geodetic methods
 MS0721.and adjusted by the National Geodetic Survey in November 1997.
 MS0721
 MS0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0721.GEOID18 height accuracy estimate available here.
 MS0721
 MS0721.Click photographs - Photos may exist for this station.
 MS0721
 MS0721.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0721
 MS0721. The following values were computed from the NAD 83(1994) position.
 MS0721
 MS0721;                    North         East     Units Scale Factor Converg.
 MS0721;SPC UT N     - 1,098,035.992   422,073.982   MT  0.99995706   -0 36 45.7
 MS0721;SPC UT N     - 3,602,473.08  1,384,754.39   sFT  0.99995706   -0 36 45.7
 MS0721;SPC UT C     - 2,320,069.172   422,055.849   MT  1.00018867   -0 35 42.9
 MS0721;SPC UT C     - 7,611,760.28  1,384,694.90   sFT  1.00018867   -0 35 42.9
 MS0721;UTM  12      - 4,563,319.910   380,183.170   MT  0.99977668   -0 56 30.4
 MS0721
 MS0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL8018363319(NAD 83)
 MS0721
 MS0721                          SUPERSEDED SURVEY CONTROL
 MS0721
 MS0721  NAD 83(1993)-  41 12 44.61553(N)    112 25 45.28716(W) AD(       ) 3
 MS0721  NAD 83(1986)-  41 12 44.60516(N)    112 25 45.27905(W) AD(       ) 3
 MS0721  NAD 27      -  41 12 44.83826(N)    112 25 42.43750(W) AD(       ) 3
 MS0721
 MS0721.Superseded values are not recommended for survey control.
 MS0721
 MS0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0721.See file dsdata.pdf to determine how the superseded data were derived.
 MS0721
 MS0721_MARKER: 21 = AIRPORT BEACON
 MS0721
 MS0721  HISTORY     - Date     Condition        Report By
 MS0721  HISTORY     - 1892     FIRST OBSERVED   CGS
 MS0721
 MS0721                          STATION DESCRIPTION
 MS0721
 MS0721'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0514 ***********************************************************************
 HO0514  DESIGNATION -  PROSPECT
 HO0514  PID         -  HO0514
 HO0514  STATE/COUNTY-  UT/GARFIELD
 HO0514  COUNTRY     -  US
 HO0514  USGS QUAD   -  FLAKE MOUNTAIN EAST (2017)
 HO0514
 HO0514                         *CURRENT SURVEY CONTROL
 HO0514  ______________________________________________________________________
 HO0514* NAD 83(1994) POSITION- 37 51 28.66463(N) 112 03 15.06300(W)   ADJUSTED
 HO0514* NAVD 88 ORTHO HEIGHT -  2365.7   (meters)     7761.    (feet) VERTCON3
 HO0514  ______________________________________________________________________
 HO0514  GEOID HEIGHT    -        -19.323 (meters)                     GEOID18
 HO0514  LAPLACE CORR    -          1.84  (seconds)                    DEFLEC18
 HO0514  HORZ ORDER      -  THIRD
 HO0514
 HO0514.The horizontal coordinates were established by classical geodetic methods
 HO0514.and adjusted by the National Geodetic Survey in November 1997.
 HO0514
 HO0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0514
 HO0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0514.GEOID18 height accuracy estimate available here.
 HO0514
 HO0514.Click photographs - Photos may exist for this station.
 HO0514
 HO0514.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0514
 HO0514. The following values were computed from the NAD 83(1994) position.
 HO0514
 HO0514;                    North         East     Units Scale Factor Converg.
 HO0514;SPC UT S     - 3,132,358.929   451,233.528   MT  0.99995213   -0 20 22.3
 HO0514;SPC UT S     -10,276,747.59  1,480,422.00   sFT  0.99995213   -0 20 22.3
 HO0514;UTM  12      - 4,190,579.434   407,265.913   MT  0.99970592   -0 38 49.2
 HO0514
 HO0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0514!SPC UT S     -   0.99963196  x   0.99995213  =   0.99958410
 HO0514!UTM  12      -   0.99963196  x   0.99970592  =   0.99933798
 HO0514
 HO0514:                Primary Azimuth Mark                     Grid Az
 HO0514:SPC UT S     -  W 47                                     124 09 35.9
 HO0514:UTM  12      -  W 47                                     124 28 02.8
 HO0514
 HO0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0726590579(NAD 83)
 HO0514
 HO0514|---------------------------------------------------------------------|
 HO0514| PID    Reference Object                     Distance      Geod. Az  |
 HO0514|                                                           dddmmss.s |
 HO0514| HO0003 W 47                                APPROX. 5.4 KM 1234913.6 |
 HO0514|---------------------------------------------------------------------|
 HO0514
 HO0514                          SUPERSEDED SURVEY CONTROL
 HO0514
 HO0514  NAD 83(1986)-  37 51 28.66139(N)    112 03 15.06817(W) AD(       ) 3
 HO0514  NAD 27      -  37 51 28.71562(N)    112 03 12.36542(W) AD(       ) 3
 HO0514  NGVD 29 (07/19/86) 2364.3    (m)         7757.     (f) VERT ANG       
 HO0514
 HO0514.Superseded values are not recommended for survey control.
 HO0514
 HO0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0514.See file dsdata.pdf to determine how the superseded data were derived.
 HO0514
 HO0514_MARKER: DD = SURVEY DISK
 HO0514_SETTING: 80 = SET IN A BOULDER
 HO0514_STAMPING: PROSPECT 1959
 HO0514_MARK LOGO: USGS
 HO0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0514+STABILITY: SURFACE MOTION
 HO0514
 HO0514  HISTORY     - Date     Condition        Report By
 HO0514  HISTORY     - 1959     MONUMENTED       USGS
 HO0514
 HO0514                          STATION DESCRIPTION
 HO0514
 HO0514'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HO0514'LOCATED ABOUT 12 MI. NE. OF THE JUNCTION OF UTAH HIGHWAYS 12, 22 AND
 HO0514'54, ABOUT 6.0 MI. NW. OF WIDTSOE RANGER STATION, ON A LOW RIDGE
 HO0514'COVERED BY SCATTERED PINON AND JUNIPER TREES.
 HO0514'
 HO0514'TO REACH FROM WIDTSOE RANGER STATION GO 0.25 MI. W. TO UTAH HIGHWAY
 HO0514'22, TURN LEFT FOR 1.5 MI. TO T-RD. W., TURN RIGHT 3.0 MI. TO TRACK
 HO0514'RD., TURN RIGHT (N.) 0.4 MI. TO Y-RD., TURN LEFT, CROSS DRAIN AND
 HO0514'FOLLOW NORTHERLY ALONG EDGE OF VALLEY 2.3 MI. TO DIM Y-RD., TURN
 HO0514'LEFT ACROSS IRRIGATION DITCH FOR 0.7 MI., TURN LEFT OFF RD. ALONG
 HO0514'OLD FENCE LINE 0.3 MI. TO BASE OF WOODED RIDGE AND END OF TRUCK
 HO0514'TRAVEL.  PACK WESTERLY UP RIDGE 0.25 MI. TO STATION.
 HO0514'
 HO0514'STATION MARK--STANDARD TABLET, STAMPED ---PROSPECT 1959---, CEMENTED
 HO0514'IN DRILL HOLE IN BOULDER IN PLACE.
 HO0514'
 HO0514'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, CEMENTED IN DRILL HOLE
 HO0514'IN BOULDER.
 HO0514'
 HO0514'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, CEMENTED IN DRILL HOLE
 HO0514'IN BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0498 ***********************************************************************
 LO0498  DESIGNATION -  PROVO
 LO0498  PID         -  LO0498
 LO0498  STATE/COUNTY-  UT/UTAH
 LO0498  COUNTRY     -  US
 LO0498  USGS QUAD   -  PROVO (2017)
 LO0498
 LO0498                         *CURRENT SURVEY CONTROL
 LO0498  ______________________________________________________________________
 LO0498* NAD 83(1986) POSITION- 40 13 58.42   (N) 111 39 29.31   (W)   HD_HELD1
 LO0498* NAVD 88 ORTHO HEIGHT -  1387.606 (meters)     4552.50  (feet) ADJUSTED
 LO0498  ______________________________________________________________________
 LO0498  GEOID HEIGHT    -        -17.072 (meters)                     GEOID18
 LO0498  DYNAMIC HEIGHT  -       1386.394 (meters)     4548.53  (feet) COMP
 LO0498  MODELED GRAVITY -    979,704.5   (mgal)                       NAVD 88
 LO0498
 LO0498  VERT ORDER      -  SECOND    CLASS 0
 LO0498
 LO0498.The horizontal coordinates were determined by differentially corrected
 LO0498.hand held GPS observations or other comparable positioning techniques
 LO0498.and have an estimated accuracy of +/- 3 meters.
 LO0498
 LO0498.The orthometric height was determined by differential leveling and
 LO0498.adjusted by the NATIONAL GEODETIC SURVEY
 LO0498.in June 1991.
 LO0498
 LO0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0498.GEOID18 height accuracy estimate available here.
 LO0498
 LO0498.Click photographs - Photos may exist for this station.
 LO0498
 LO0498.The dynamic height is computed by dividing the NAVD 88
 LO0498.geopotential number by the normal gravity value computed on the
 LO0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0498.degrees latitude (g = 980.6199 gals.).
 LO0498
 LO0498.The modeled gravity was interpolated from observed gravity values.
 LO0498
 LO0498;                    North         East    Units  Estimated Accuracy
 LO0498;SPC UT C     - 2,210,900.8     486,542.7     MT  (+/- 3 meters HH1 GPS) 
 LO0498
 LO0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4401253814(NAD 83)
 LO0498
 LO0498                          SUPERSEDED SURVEY CONTROL
 LO0498
 LO0498  NGVD 29 (??/??/92) 1386.598  (m)         4549.20   (f) ADJ UNCH    2 0
 LO0498
 LO0498.Superseded values are not recommended for survey control.
 LO0498
 LO0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0498.See file dsdata.pdf to determine how the superseded data were derived.
 LO0498
 LO0498_MARKER: DB = BENCH MARK DISK
 LO0498_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LO0498_SP_SET: STEP
 LO0498_STAMPING: 4549.197 PROVO 1934
 LO0498_MARK LOGO: CGS
 LO0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0498+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2022
 LO0498
 LO0498  HISTORY     - Date     Condition        Report By
 LO0498  HISTORY     - 1934     MONUMENTED       CGS
 LO0498  HISTORY     - 20020619 GOOD             INDIV
 LO0498  HISTORY     - 20100720 GOOD             AEROME
 LO0498  HISTORY     - 20220401 GOOD             PRIVTE
 LO0498
 LO0498                          STATION DESCRIPTION
 LO0498
 LO0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0498'IN UTAH.
 LO0498'AT PROVO, UTAH COUNTY, AT THE WEST ENTRANCE TO THE COUNTY COURTHOUSE,
 LO0498'AND IN THE TOP OF THE NORTHWEST CORNER OF THE SECOND STEP.  A STANDARD
 LO0498'DISK, STAMPED 4549.197 PROVO 1934.
 LO0498
 LO0498                          STATION RECOVERY (2002)
 LO0498
 LO0498'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WRJ)
 LO0498'DISK IS SECURE, BUT STAMPING IS PARTIALLY OBLITERATED.
 LO0498
 LO0498                          STATION RECOVERY (2010)
 LO0498
 LO0498'RECOVERY NOTE BY AERO METRIC INC 2010
 LO0498'RECOVERED IN GOOD CONDITION.
 LO0498
 LO0498                          STATION RECOVERY (2022)
 LO0498
 LO0498'RECOVERY NOTE BY PRIVATE AGENCIES UNSPECIFIED 2022 (LM)
 LO0498'DATE STAMPING DESTROYED OTHER STAMPING PARTIALLY DEFACED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5812 ***********************************************************************
 AI5812  CBN         -  This is a Cooperative Base Network Control Station.
 AI5812  DESIGNATION -  PUBLIC WORKS PILLAR
 AI5812  PID         -  AI5812
 AI5812  STATE/COUNTY-  UT/UTAH
 AI5812  COUNTRY     -  US
 AI5812  USGS QUAD   -  SPRINGVILLE (2017)
 AI5812
 AI5812                         *CURRENT SURVEY CONTROL
 AI5812  ______________________________________________________________________
 AI5812* NAD 83(2011) POSITION- 40 11 52.70089(N) 111 37 03.17938(W)   ADJUSTED
 AI5812* NAD 83(2011) ELLIP HT-  1380.157 (meters)        (06/27/12)   ADJUSTED
 AI5812* NAD 83(2011) EPOCH   -  2010.00
 AI5812* NAVD 88 ORTHO HEIGHT -  1397.2   (meters)     4584.    (feet) GPS OBS
 AI5812  ______________________________________________________________________
 AI5812  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5812  GEOID HEIGHT    -        -17.005 (meters)                     GEOID09
 AI5812  GEOID HEIGHT    -        -16.933 (meters)                     GEOID18
 AI5812  NAD 83(2011) X  - -1,797,691.209 (meters)                     COMP
 AI5812  NAD 83(2011) Y  - -4,536,389.571 (meters)                     COMP
 AI5812  NAD 83(2011) Z  -  4,095,691.248 (meters)                     COMP
 AI5812  LAPLACE CORR    -         26.03  (seconds)                    DEFLEC18
 AI5812
 AI5812  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5812  Standards:
 AI5812         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5812            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5812  -------------------------------------------------------------------
 AI5812  NETWORK    0.76   1.67           0.34   0.28   0.85      0.03024349
 AI5812  -------------------------------------------------------------------
 AI5812  Click here for local accuracies and other accuracy information.
 AI5812
 AI5812.The horizontal coordinates were established by GPS observations
 AI5812.and adjusted by the National Geodetic Survey in June 2012.
 AI5812
 AI5812.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5812.been affixed to the stable North American tectonic plate. See 
 AI5812.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5812
 AI5812.The horizontal coordinates are valid at the epoch date displayed above
 AI5812.which is a decimal equivalence of Year/Month/Day.
 AI5812
 AI5812.The orthometric height was determined by GPS observations and a
 AI5812.high-resolution geoid model.
 AI5812
 AI5812.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5812.GEOID18 height accuracy estimate available here.
 AI5812
 AI5812.Click photographs - Photos may exist for this station.
 AI5812
 AI5812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5812
 AI5812.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5812
 AI5812.The ellipsoidal height was determined by GPS observations
 AI5812.and is referenced to NAD 83.
 AI5812
 AI5812. The following values were computed from the NAD 83(2011) position.
 AI5812
 AI5812;                    North         East     Units Scale Factor Converg.
 AI5812;SPC UT C     - 2,207,018.116   489,991.831   MT  0.99991884   -0 04 31.1
 AI5812;SPC UT C     - 7,240,858.60  1,607,581.53   sFT  0.99991884   -0 04 31.1
 AI5812;UTM  12      - 4,449,913.432   447,438.508   MT  0.99963401   -0 23 54.9
 AI5812
 AI5812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5812!SPC UT C     -   0.99978354  x   0.99991884  =   0.99970239
 AI5812!UTM  12      -   0.99978354  x   0.99963401  =   0.99941762
 AI5812
 AI5812_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4743849913(NAD 83)
 AI5812
 AI5812                          SUPERSEDED SURVEY CONTROL
 AI5812
 AI5812  NAD 83(2007)-  40 11 52.70058(N)    111 37 03.17980(W) AD(2002.00) 0
 AI5812  ELLIP H (02/10/07) 1380.170  (m)                       GP(2002.00)    
 AI5812  NAD 83(1994)-  40 11 52.70005(N)    111 37 03.17916(W) AD(       ) A
 AI5812  ELLIP H (06/28/00) 1380.188  (m)                       GP(       ) 4 1
 AI5812  NAVD 88 (06/28/00) 1397.0    (m)  GEOID99  model used  GPS OBS        
 AI5812
 AI5812.Superseded values are not recommended for survey control.
 AI5812
 AI5812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5812.See file dsdata.pdf to determine how the superseded data were derived.
 AI5812
 AI5812_MARKER: Z = SEE DESCRIPTION
 AI5812_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI5812_SP_SET: CONCRETE PILLAR
 AI5812_MARK LOGO: NONE
 AI5812_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5812+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2006
 AI5812
 AI5812  HISTORY     - Date     Condition        Report By
 AI5812  HISTORY     - 1991     MONUMENTED       UT-049
 AI5812  HISTORY     - 19990617 GOOD             UT-049
 AI5812  HISTORY     - 20061023 GOOD             INDIV
 AI5812
 AI5812                          STATION DESCRIPTION
 AI5812
 AI5812'DESCRIBED BY UTAH COUNTY UTAH 1999 (GR)
 AI5812'THE STATION IS LOCATED ABOUT 9.3 KM (5.75 MI) NORTH-NORTHEAST OF
 AI5812'SPANISH FORK, 5.1 KM (3.15 MI) SOUTHEAST OF PROVO, 4.0 KM (2.50 MI)
 AI5812'NORTH-NORTHWEST OF SPRINGVILLE AND IN A PLANTER STRIP AT THE UTAH
 AI5812'COUNTY PUBLIC WORKS FACILITY.  TO REACH THE STATION FROM THE JUNCTION
 AI5812'OF INTERSTATE HIGHWAY 15 AND STATE HIGHWAY 75, EXIT 265, GO EAST ON
 AI5812'HIGHWAY 75 FOR 2.9 KM (1.80 MI) TO JUNCTION OF US HIGHWAY 89, STATE
 AI5812'STREET (PROVO) OF MAIN STREET (SPRINGVILLE) .  TURN LEFT AND GO NORTH
 AI5812'ON HIGHWAY 89 FOR 1.1 KM (0.70 MI) TO THE UTAH COUNTY PUBLIC WORKS
 AI5812'FACILITY AND THE STATION ON THE RIGHT.  THE STATION IS A PERMANENTLY
 AI5812'AFFIXED FIXED MOUNT TRIBRACH ON TOP OF A 61 CM (24 INCH) DIAMETER
 AI5812'CONCRETE PILLAR THAT PROJECTS 1.8 M (5.9 FT) ABOVE THE GROUND.  IT IS
 AI5812'35.4 M (116.1 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE NORTHWEST DOORS
 AI5812'TO THE PUBLIC WORKS FACILITY, 22.3 M (73.2 FT) NORTHWEST OF A FLAGPOLE
 AI5812'AT THE SOUTHWEST DOORS AND 20.1 M (65.9 FT) NORTH OF THE NORTH GATE
 AI5812'POST OF AN AUTOMATIC GATE ENTRANCE.
 AI5812
 AI5812                          STATION RECOVERY (2006)
 AI5812
 AI5812'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (ALY)
 AI5812'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0584 ***********************************************************************
 HO0584  DESIGNATION -  PUMICE
 HO0584  PID         -  HO0584
 HO0584  STATE/COUNTY-  UT/KANE
 HO0584  COUNTRY     -  US
 HO0584  USGS QUAD   -  HENRIE KNOLLS (2017)
 HO0584
 HO0584                         *CURRENT SURVEY CONTROL
 HO0584  ______________________________________________________________________
 HO0584* NAD 83(1994) POSITION- 37 30 51.41859(N) 112 37 36.62271(W)   ADJUSTED
 HO0584* NAVD 88 ORTHO HEIGHT -  2581.    (meters)     8468.    (feet) SCALED
 HO0584  ______________________________________________________________________
 HO0584  GEOID HEIGHT    -        -20.596 (meters)                     GEOID18
 HO0584  LAPLACE CORR    -         -3.63  (seconds)                    DEFLEC18
 HO0584  HORZ ORDER      -  FIRST
 HO0584
 HO0584.The horizontal coordinates were established by classical geodetic methods
 HO0584.and adjusted by the National Geodetic Survey in November 1997.
 HO0584
 HO0584.The orthometric height was scaled from a topographic map.
 HO0584
 HO0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0584.GEOID18 height accuracy estimate available here.
 HO0584
 HO0584.Click photographs - Photos may exist for this station.
 HO0584
 HO0584.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0584
 HO0584. The following values were computed from the NAD 83(1994) position.
 HO0584
 HO0584;                    North         East     Units Scale Factor Converg.
 HO0584;SPC UT S     - 3,094,671.188   400,383.851   MT  0.99996232   -0 41 25.4
 HO0584;SPC UT S     -10,153,100.39  1,313,592.68   sFT  0.99996232   -0 41 25.4
 HO0584;UTM  12      - 4,153,169.092   356,225.877   MT  0.99985462   -0 59 27.1
 HO0584
 HO0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0584!SPC UT S     -   0.99959831  x   0.99996232  =   0.99956065
 HO0584!UTM  12      -   0.99959831  x   0.99985462  =   0.99945299
 HO0584
 HO0584:                Primary Azimuth Mark                     Grid Az
 HO0584:SPC UT S     -  HENRIE                                   338 37 14.8
 HO0584:UTM  12      -  HENRIE                                   338 55 16.5
 HO0584
 HO0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG5622553169(NAD 83)
 HO0584
 HO0584|---------------------------------------------------------------------|
 HO0584| PID    Reference Object                     Distance      Geod. Az  |
 HO0584|                                                           dddmmss.s |
 HO0584| CH3127 PUMICE RM 1                          12.201 METERS 12307     |
 HO0584| CH3126 PUMICE AZ MK                                       1554135.5 |
 HO0584| CH3128 PUMICE RM 2                           8.665 METERS 19605     |
 HO0584| HO0585 HENRIE                              APPROX. 9.2 KM 3375549.4 |
 HO0584|---------------------------------------------------------------------|
 HO0584
 HO0584                          SUPERSEDED SURVEY CONTROL
 HO0584
 HO0584  NAD 83(1986)-  37 30 51.41584(N)    112 37 36.62237(W) AD(       ) 1
 HO0584  NAD 27      -  37 30 51.48700(N)    112 37 33.84400(W) AD(       ) 1
 HO0584
 HO0584.Superseded values are not recommended for survey control.
 HO0584
 HO0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0584.See file dsdata.pdf to determine how the superseded data were derived.
 HO0584
 HO0584_MARKER: DS = TRIANGULATION STATION DISK
 HO0584_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HO0584_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HO0584_STAMPING: PUMICE 1938
 HO0584_MARK LOGO: CGS
 HO0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0584+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2018
 HO0584
 HO0584  HISTORY     - Date     Condition        Report By
 HO0584  HISTORY     - 1938     MONUMENTED       CGS
 HO0584  HISTORY     - 1964     GOOD             USGS
 HO0584  HISTORY     - 1971     GOOD             USGS
 HO0584  HISTORY     - 20180624 GOOD             INDIV
 HO0584
 HO0584                          STATION DESCRIPTION
 HO0584
 HO0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0584'STATION IS NEAR THE SUMMIT OF THE SOUTHERLY ONE OF TWO SMALL
 HO0584'VOLCANIC CONES LYING NW OF STRAWBERRY CREEK AND NE OF HIGHWAY
 HO0584'UTAH 14.  IT IS 14 MILES SW OF HATCH, 14 MILES N OF GLENDALE
 HO0584'AND 6 MILES N OF W OF LONG VALLEY JUNCTION.  STATION IS ABOUT
 HO0584'0.6 MILE NNW OF THE JUNCTION OF THE STRAWBERRY POINT ROAD AND
 HO0584'UTAH 14 AND ABOUT 1/4 MILE NE OF UTAH 14.  IT IS A LITTLE
 HO0584'SE OF THE HIGHEST POINT OF THE HILL.
 HO0584'
 HO0584'SURFACE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS EMBEDDED
 HO0584'IN THE GROUND.  REFERENCE
 HO0584'MARKS ARE STANDARD BRONZE DISKS SET IN BEDROCK AS DESCRIBED IN
 HO0584'
 HO0584'REACHED FROM GLENDALE, UTAH AS FOLLOWS--GO NORTH ON U.S. 89 FOR
 HO0584'14.5 MILES TO THE JUNCTION OF UTAH 14 AT STORE AND OIL TANKS,
 HO0584'TURN LEFT (WEST) ON UTAH 14 AND GO 9.0 MILES TO STRAWBERRY
 HO0584'POINT ROAD.  CONTINUE WEST ON UTAH 14 FOR 0.5 MILE TO A POINT
 HO0584'ON HIGHWAY JUST SW OF THE HILL.  FROM THIS POINT THE STATION
 HO0584'LIES NE ABOUT 1/4 MILE, A 15 MINUTE PACK.
 HO0584'
 HO0584'AZIMUTH MARK IS ABOUT 0.6 MILE SSE AT THE STRAWBERRY POINT
 HO0584'ROAD JUNCTION.  IT IS 45 FEET SOUTH OF UTAH 14 AND 50 FEET E OF
 HO0584'THE STRAWBERRY POINT ROAD AND 15 FEET SOUTH OF THE U.S.F.S.
 HO0584'LOG SIGN READING STRAWBERRY POINT 9 MILES, AT THE NORTHEAST
 HO0584'CORNER OF THE Y-INTERSECTION.
 HO0584
 HO0584                          STATION RECOVERY (1964)
 HO0584
 HO0584'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 HO0584'RECOVERED IN GOOD CONDITION.  REACHED BY TRUCK AS
 HO0584'FOLLOWS
 HO0584'
 HO0584'FROM THE STRAWBERRY POINT JUNCTION, TURN N. ON A DIRT RD. FOR 0.1 MI.,
 HO0584'THENCE LEFT AT Y-FORK FOR 0.3 MI., THENCE TURN LEFT AT SIGN SAYING
 HO0584'---FIRE LOOKOUT 1 MI---, FOLLOW RD. 1 MI. TO END OF RD.  STATION IS
 HO0584'300 FT. SW. OF END OF RD.
 HO0584'
 HO0584'STATION MARK--STANDARD USC AND GS TABLET, STAMPED ---PUMICE 1938---,
 HO0584'ON A 3 IN. PIPE PROJECTING 0.35 FT. ABOVE GROUND.
 HO0584
 HO0584                          STATION RECOVERY (1971)
 HO0584
 HO0584'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HO0584'INSTRUMENT STAND 4.1 FT ABOVE STATION MARK.
 HO0584'
 HO0584'ALL MARKS IN GOOD CONDITION.
 HO0584'
 HO0584'REACHED BY TRUCK AS DESCRIBED BY USGS IN 1964, AS FOLLOWS--FROM
 HO0584'THE STRAWBERRY POINT JUNCTION TURN N. ON A DIRT RD. FOR
 HO0584'0.1 MI.  THENCE LEFT AT Y-FORK FOR 0.3 MI.  THENCE TURN LEFT
 HO0584'AT SIGN SAYING FIRE LOOKOUT 1 MI.  FOLLOW RD. 1 MI TO END OF
 HO0584'RD.  STATION IS 300 FT SW. OF END OF RD.
 HO0584'
 HO0584'STATION MARK--A STANDARD USC AND GS TABLET STAMPED PUMICE
 HO0584'1938 ON A 3 INCH PIPE PROJECTING 0.35 FT ABOVE GROUND.
 HO0584'
 HO0584'REFERENCE MARK NO. 1--A STANDARD USC AND GS TABLET STAMPED
 HO0584'PUMICE NO 1 1938 SET IN A LAVA BOULDER.
 HO0584'
 HO0584'REFERENCE MARK NO. 2--A STANDARD USC AND GS TABLET STAMPED
 HO0584'PUMICE NO 2 1938 CEMENTED INTO A LAVA BOULDER.
 HO0584
 HO0584                          STATION RECOVERY (2018)
 HO0584
 HO0584'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (TWG)
 HO0584'ALL MARKERS FOUND IN GOOD CONDITION.  THE 1971 RECOVERY DIRECTIONS ARE
 HO0584'ACCURATE, BUT THERE IS NO LONGER A FIRE LOOKOUT OR SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0417 ***********************************************************************
 JN0417  DESIGNATION -  PUNK
 JN0417  PID         -  JN0417
 JN0417  STATE/COUNTY-  UT/EMERY
 JN0417  COUNTRY     -  US
 JN0417  USGS QUAD   -  SPRING CANYON (2017)
 JN0417
 JN0417                         *CURRENT SURVEY CONTROL
 JN0417  ______________________________________________________________________
 JN0417* NAD 83(1994) POSITION- 38 38 28.43231(N) 110 15 30.54365(W)   ADJUSTED
 JN0417* NAVD 88 ORTHO HEIGHT -  1526.2   (meters)     5007.    (feet) VERTCON3
 JN0417  ______________________________________________________________________
 JN0417  GEOID HEIGHT    -        -20.315 (meters)                     GEOID18
 JN0417  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC18
 JN0417  HORZ ORDER      -  THIRD
 JN0417
 JN0417.The horizontal coordinates were established by classical geodetic methods
 JN0417.and adjusted by the National Geodetic Survey in November 1997.
 JN0417
 JN0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0417
 JN0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0417.GEOID18 height accuracy estimate available here.
 JN0417
 JN0417.Click photographs - Photos may exist for this station.
 JN0417
 JN0417.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0417
 JN0417. The following values were computed from the NAD 83(1994) position.
 JN0417
 JN0417;                    North         East     Units Scale Factor Converg.
 JN0417;SPC UT C     - 2,034,934.595   608,097.867   MT  1.00011377   +0 47 43.0
 JN0417;SPC UT C     - 6,676,281.25  1,995,067.75   sFT  1.00011377   +0 47 43.0
 JN0417;UTM  12      - 4,277,225.616   564,532.536   MT  0.99965128   +0 27 47.0
 JN0417
 JN0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0417!SPC UT C     -   0.99976378  x   1.00011377  =   0.99987752
 JN0417!UTM  12      -   0.99976378  x   0.99965128  =   0.99941514
 JN0417
 JN0417:                Primary Azimuth Mark                     Grid Az
 JN0417:SPC UT C     -  END                                      226 04 55.4
 JN0417:UTM  12      -  END                                      226 24 51.4
 JN0417
 JN0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH6453277225(NAD 83)
 JN0417
 JN0417|---------------------------------------------------------------------|
 JN0417| PID    Reference Object                     Distance      Geod. Az  |
 JN0417|                                                           dddmmss.s |
 JN0417| JN0418 END                                 APPROX. 8.1 KM 2265238.4 |
 JN0417|---------------------------------------------------------------------|
 JN0417
 JN0417                          SUPERSEDED SURVEY CONTROL
 JN0417
 JN0417  NAD 83(1986)-  38 38 28.42157(N)    110 15 30.53976(W) AD(       ) 3
 JN0417  NAD 27      -  38 38 28.49636(N)    110 15 28.05335(W) AD(       ) 3
 JN0417  NGVD 29 (07/19/86) 1525.2    (m)         5004.     (f) VERT ANG       
 JN0417
 JN0417.Superseded values are not recommended for survey control.
 JN0417
 JN0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0417.See file dsdata.pdf to determine how the superseded data were derived.
 JN0417
 JN0417_MARKER: DD = SURVEY DISK
 JN0417_SETTING: 80 = SET IN A BOULDER
 JN0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0417+STABILITY: SURFACE MOTION
 JN0417
 JN0417  HISTORY     - Date     Condition        Report By
 JN0417  HISTORY     - 1960     MONUMENTED       USGS
 JN0417
 JN0417                          STATION DESCRIPTION
 JN0417
 JN0417'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 JN0417'LOCATED ABOUT 25 MI. SSW. OF GREEN RIVER, 17 MI. E. OF TEMPLE JUNCTION
 JN0417'STATION, ON THE W. EDGE OF A LONG N-S. MESA THAT LIES BETWEEN DUGOUT
 JN0417'CREEK AND NORTH SPRING WASH.
 JN0417'
 JN0417'STATION REACHED BY HELICOPTER.
 JN0417'
 JN0417'NOTE, SECTION CORNER T.25 S.,R.15 E., SECTIONS 9,10,15,16,IS 1435 FT.
 JN0417'STADIA DISTANCE FROM STATION MARK, N 57 DEG 24 MIN E.
 JN0417'
 JN0417'STATION MARK - STANDARD TABLET STAMPED ---PUNK 1960--- CEMENTED IN
 JN0417'DRILL HOLE IN TOP OF BURIED BOULDER PROJECTING 0.2 FT. ABOVE
 JN0417'GROUND.
 JN0417'
 JN0417'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 JN0417'---NO.1 1960--- CEMENTED IN DRILL HOLE IN TOP OF ROCK OUTCROP, 17.86
 JN0417'FT. FROM STATION, S 73 DEG 07 MIN W.
 JN0417'
 JN0417'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED
 JN0417'--- NO.2 1960 --- CEMENTED IN DRILL HOLE IN TOP OF ROCK OUTCROP, 51.71
 JN0417'FT. FROM STATION, S 25 MIN 15 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1152 ***********************************************************************
 LO1152  HT_MOD      -  This is a Height Modernization Survey Station.
 LO1152  SACS        -  This is a Secondary Airport Control Station.
 LO1152  DESIGNATION -  PVU D
 LO1152  PID         -  LO1152
 LO1152  STATE/COUNTY-  UT/UTAH
 LO1152  COUNTRY     -  US
 LO1152  USGS QUAD   -  PROVO (2017)
 LO1152
 LO1152                         *CURRENT SURVEY CONTROL
 LO1152  ______________________________________________________________________
 LO1152* NAD 83(2011) POSITION- 40 13 05.42223(N) 111 43 40.24629(W)   ADJUSTED
 LO1152* NAD 83(2011) ELLIP HT-  1353.478 (meters)        (03/09/23)   ADJUSTED
 LO1152* NAD 83(2011) EPOCH   -  2010.00
 LO1152* NAVD 88 ORTHO HEIGHT -  1370.84  (meters)     4497.5   (feet) GPS OBS
 LO1152  ______________________________________________________________________
 LO1152  GEOID HEIGHT    -        -17.450 (meters)                     GEOID18
 LO1152  NAD 83(2011) X  - -1,805,876.869 (meters)                     COMP
 LO1152  NAD 83(2011) Y  - -4,531,556.194 (meters)                     COMP
 LO1152  NAD 83(2011) Z  -  4,097,387.400 (meters)                     COMP
 LO1152  LAPLACE CORR    -          6.31  (seconds)                    DEFLEC18
 LO1152
 LO1152  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LO1152  Standards:
 LO1152         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LO1152            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LO1152  -------------------------------------------------------------------
 LO1152  NETWORK    1.01   1.39           0.45   0.37   0.71     -0.04931638
 LO1152  -------------------------------------------------------------------
 LO1152  Click here for local accuracies and other accuracy information.
 LO1152
 LO1152.This mark is at Provo Airport (PVU)
 LO1152
 LO1152.The horizontal coordinates were established by GPS observations
 LO1152.and adjusted by the WOOLPERT CONSULTANTS in March 2023.
 LO1152
 LO1152.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LO1152.been affixed to the stable North American tectonic plate. See 
 LO1152.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LO1152
 LO1152.The horizontal coordinates are valid at the epoch date displayed above
 LO1152.which is a decimal equivalence of Year/Month/Day.
 LO1152
 LO1152.The orthometric height was determined by GPS observations and a
 LO1152.high-resolution geoid model.
 LO1152
 LO1152.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1152.GEOID18 height accuracy estimate available here.
 LO1152
 LO1152.Click photographs - Photos may exist for this station.
 LO1152
 LO1152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LO1152
 LO1152.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1152
 LO1152.The ellipsoidal height was determined by GPS observations
 LO1152.and is referenced to NAD 83.
 LO1152
 LO1152. The following values were computed from the NAD 83(2011) position.
 LO1152
 LO1152;                    North         East     Units Scale Factor Converg.
 LO1152;SPC UT C     - 2,209,279.082   480,606.949   MT  0.99992114   -0 08 45.4
 LO1152;SPC UT C     - 7,248,276.45  1,576,791.30   sFT  0.99992114   -0 08 45.4
 LO1152;UTM  12      - 4,452,226.730   438,069.168   MT  0.99964721   -0 28 11.9
 LO1152
 LO1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1152!SPC UT C     -   0.99978772  x   0.99992114  =   0.99970888
 LO1152!UTM  12      -   0.99978772  x   0.99964721  =   0.99943500
 LO1152
 LO1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK3806952226(NAD 83)
 LO1152
 LO1152                          SUPERSEDED SURVEY CONTROL
 LO1152
 LO1152  NAD 83(2011)-  40 13 05.42235(N)    111 43 40.24832(W) AD(2010.00) 0
 LO1152  ELLIP H (06/27/12) 1353.521  (m)                       GP(2010.00)    
 LO1152  NAD 83(2007)-  40 13 05.42206(N)    111 43 40.24818(W) AD(2002.00) 0
 LO1152  ELLIP H (02/10/07) 1353.534  (m)                       GP(2002.00)    
 LO1152  ELLIP H (02/21/02) 1353.555  (m)                       GP(       ) 4 1
 LO1152  ELLIP H (01/22/02) 1353.688  (m)                       GP(       ) 4 1
 LO1152  NAD 83(1994)-  40 13 05.42120(N)    111 43 40.24656(W) AD(       ) 1
 LO1152  ELLIP H (10/07/99) 1353.617  (m)                       GP(       ) 4 1
 LO1152  NAD 83(1994)-  40 13 05.42054(N)    111 43 40.24636(W) AD(       ) 2
 LO1152  ELLIP H (11/04/97) 1353.709  (m)                       GP(       ) 4 1
 LO1152  NAD 83(1993)-  40 13 05.42048(N)    111 43 40.24617(W) AD(       ) 2
 LO1152  NAD 83(1986)-  40 13 05.41008(N)    111 43 40.24152(W) AD(       ) 2
 LO1152  NAVD 88 (10/07/99) 1371.04   (m)  UNKNOWN  model used  GPS OBS        
 LO1152  NGVD 29 (12/30/92) 1369.81   (m)  GEOID90  model used  GPS OBS        
 LO1152
 LO1152.Superseded values are not recommended for survey control.
 LO1152
 LO1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1152.See file dsdata.pdf to determine how the superseded data were derived.
 LO1152
 LO1152_MARKER: DD = SURVEY DISK
 LO1152_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO1152_SP_SET: HEADWALL
 LO1152_STAMPING: PVU D 1977
 LO1152_MARK LOGO: NOS
 LO1152_MAGNETIC: N = NO MAGNETIC MATERIAL
 LO1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1152+STABILITY: SURFACE MOTION
 LO1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO1152+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2020
 LO1152
 LO1152  HISTORY     - Date     Condition        Report By
 LO1152  HISTORY     - 1977     MONUMENTED       NOS
 LO1152  HISTORY     - 19940906 GOOD             NGS
 LO1152  HISTORY     - 19990824 GOOD             NGS
 LO1152  HISTORY     - 20200715 GOOD             JVI
 LO1152
 LO1152                          STATION DESCRIPTION
 LO1152
 LO1152'DESCRIBED BY NATIONAL OCEAN SERVICE 1977
 LO1152'STATION IS LOCATED AT THE PROVO MUNICIPAL AIRPORT.  FROM THE CODED
 LO1152'ACCESS GATE NEAR THE AIRPORT BEACON PASS THROUGH GATE AND GO WESTERLY
 LO1152'ACROSS RAMP FOR 0.1 MI (0.16 KM) TO THE JUNCTION OF A NORTH-SOUTH AND
 LO1152'EAST-WEST TAXIWAY.  CONTINUE WESTERLY ON TAXIWAY FOR 0.05 MI
 LO1152'(0.08 KM) TO THE JUNCTION OF RUNWAYS 13-31 AND 18-36.  CROSS RUNWAYS
 LO1152'AND GO 0.05 MI (0.08 KM) TO AN ASPHALT ACCESS ROAD AND A WINDTEE ON
 LO1152'THE LEFT.  CONTINUE WESTERLY ON ACCESS ROAD FOR 0.25 MI (0.40 KM) TO
 LO1152'THE STATION ON THE LEFT IN THE NORTHWEST CORNER OF A CONCRETE
 LO1152'HEADWALL.
 LO1152'STATION IS ABOUT 30 FT (9.14 M) EAST OF THE CENTER OF A BRIDGE OVER A
 LO1152'MOAT IN A DRILL HOLE IN THE NORTHWEST CORNER OF A CONCRETE HEADWALL.
 LO1152
 LO1152                          STATION RECOVERY (1994)
 LO1152
 LO1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (NGS)
 LO1152'PVU D IS LOCATED AT THE EAST END OF THE BRIDGE ACROSS THE LEVEE AT THE
 LO1152'WEST SIDE OF THE AIRPORT AND IS ACCESSIBLE FROM THE AIRPORT OR ON FOOT
 LO1152'FROM THE LEVEE.  THE STATION IS A BRONZE NOS DISK SET IN A DRILL HOLE
 LO1152'IN THE NORTHWEST CORNER OF A CONCRETE HEADWALL APPROXIMATELY THIRTY FT
 LO1152'EAST OF THE CENTER OF THE BRIDGE, AND IS STAMPED PVU D 1977.
 LO1152
 LO1152                          STATION RECOVERY (1999)
 LO1152
 LO1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 LO1152'THE STATION IS LOCATED ON THE WEST SIDE OF PROVO, ON THE EAST END OF
 LO1152'SIDE OF THE AIRPORT NEAR A LEVEE AT THE PROVO MUNICIPAL AIRPORT.
 LO1152'OWNERSHIP--CITY OF PROVO, PO BOX 1849, PROVO, UT 84604.  AIRPORT
 LO1152'MANAGER IS JIM MATHIS, PHONE 801-379-6715.  ESCORT MAYBE REQUIRED. TO
 LO1152'REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 15 AND
 LO1152'STATE HIGHWAY 114 (CENTER STREET) , EXIT 268, GO WEST-SOUTHWEST ON
 LO1152'STATE HIGHWAY 114 FOR 0.5 MI (0.8 KM) TO A INTERSECTION (HIGHWAY 114
 LO1152'TURNS NORTH HERE) , CONTINUE AHEAD AND GO SOUTHWEST ON CENTER STREET
 LO1152'FOR 0.95 MI (1.53 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO
 LO1152'SOUTHEASTERLY ON PAVED ROAD (3110 WEST STREET) FOR 1.2 MI (1.9 KM) TO
 LO1152'A GATE AT THE APRON JUST PAST THE AIRPORT BEACON (GATE COMBO 1228) ,
 LO1152'PASS THROUGH GATE AND GO WESTERLY ACROSS THE APRON TO A TAXIWAY
 LO1152'LEADING WESTERLY, CONTINUE AHEAD AND GO WESTERLY ON THE TAXIWAY FOR
 LO1152'0.1 MI (0.2 KM) CROSSING THE RUNWAYS TO A PAVED ACCESS ROAD, CONTINUE
 LO1152'WESTERLY ON THE PAVED ACCESS ROAD FOR 0.25 MI (0.40 KM) TO THE STATION
 LO1152'ON THE LEFT.  THE STATION IS SET INTO THE NORTHWEST CORNER OF A
 LO1152'CONCRETE HEADWALL, 30.0 FT (9.1 M) EAST OF THE CENTER OF A CULVERT.
 LO1152'THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 LO1152
 LO1152                          STATION RECOVERY (2020)
 LO1152
 LO1152'RECOVERY NOTE BY JVIATION INC. 2020 (AK)
 LO1152'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1154 ***********************************************************************
 LO1154  DESIGNATION -  PVU J
 LO1154  PID         -  LO1154
 LO1154  STATE/COUNTY-  UT/UTAH
 LO1154  COUNTRY     -  US
 LO1154  USGS QUAD   -  PROVO (2017)
 LO1154
 LO1154                         *CURRENT SURVEY CONTROL
 LO1154  ______________________________________________________________________
 LO1154* NAD 83(2011) POSITION- 40 13 36.91718(N) 111 43 35.80371(W)   ADJUSTED
 LO1154* NAD 83(2011) ELLIP HT-  1351.573 (meters)        (06/27/12)   ADJUSTED
 LO1154* NAD 83(2011) EPOCH   -  2010.00
 LO1154* NAVD 88 ORTHO HEIGHT -  1368.9   (meters)     4491.    (feet) VERTCON3
 LO1154  ______________________________________________________________________
 LO1154  GEOID HEIGHT    -        -17.424 (meters)                     GEOID18
 LO1154  NAD 83(2011) X  - -1,805,546.461 (meters)                     COMP
 LO1154  NAD 83(2011) Y  - -4,531,010.865 (meters)                     COMP
 LO1154  NAD 83(2011) Z  -  4,098,128.058 (meters)                     COMP
 LO1154  LAPLACE CORR    -          6.98  (seconds)                    DEFLEC18
 LO1154
 LO1154  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LO1154  Standards:
 LO1154         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LO1154            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LO1154  -------------------------------------------------------------------
 LO1154  NETWORK    4.96   9.51           2.34   1.47   4.85     -0.27887524
 LO1154  -------------------------------------------------------------------
 LO1154  Click here for local accuracies and other accuracy information.
 LO1154
 LO1154.This mark is at Provo Airport (PVU)
 LO1154
 LO1154.The horizontal coordinates were established by GPS observations
 LO1154.and adjusted by the National Geodetic Survey in June 2012.
 LO1154
 LO1154.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LO1154.been affixed to the stable North American tectonic plate. See 
 LO1154.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LO1154
 LO1154.The horizontal coordinates are valid at the epoch date displayed above
 LO1154.which is a decimal equivalence of Year/Month/Day.
 LO1154
 LO1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1154
 LO1154.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1154.GEOID18 height accuracy estimate available here.
 LO1154
 LO1154.Click photographs - Photos may exist for this station.
 LO1154
 LO1154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LO1154
 LO1154.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1154
 LO1154.The ellipsoidal height was determined by GPS observations
 LO1154.and is referenced to NAD 83.
 LO1154
 LO1154. The following values were computed from the NAD 83(2011) position.
 LO1154
 LO1154;                    North         East     Units Scale Factor Converg.
 LO1154;SPC UT C     - 2,210,250.171   480,714.446   MT  0.99992217   -0 08 42.6
 LO1154;SPC UT C     - 7,251,462.44  1,577,143.98   sFT  0.99992217   -0 08 42.6
 LO1154;UTM  12      - 4,453,196.928   438,182.124   MT  0.99964704   -0 28 09.4
 LO1154
 LO1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1154!SPC UT C     -   0.99978802  x   0.99992217  =   0.99971020
 LO1154!UTM  12      -   0.99978802  x   0.99964704  =   0.99943513
 LO1154
 LO1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK3818253196(NAD 83)
 LO1154
 LO1154                          SUPERSEDED SURVEY CONTROL
 LO1154
 LO1154  NAD 83(2007)-  40 13 36.91735(N)    111 43 35.80419(W) AD(2002.00) 0
 LO1154  ELLIP H (02/10/07) 1351.612  (m)                       GP(2002.00)    
 LO1154  ELLIP H (01/22/02) 1351.771  (m)                       GP(       ) 4 1
 LO1154  NAD 83(1994)-  40 13 36.91577(N)    111 43 35.80212(W) AD(       ) 2
 LO1154  ELLIP H (11/04/97) 1351.761  (m)                       GP(       ) 4 1
 LO1154  NAD 83(1993)-  40 13 36.91572(N)    111 43 35.80197(W) AD(       ) 2
 LO1154  NAD 83(1986)-  40 13 36.90539(N)    111 43 35.79742(W) AD(       ) 2
 LO1154  NGVD 29 (12/30/92) 1367.8    (m)  GEOID90  model used  GPS OBS        
 LO1154
 LO1154.Superseded values are not recommended for survey control.
 LO1154
 LO1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1154.See file dsdata.pdf to determine how the superseded data were derived.
 LO1154
 LO1154_STAMPING: PVU J 1992
 LO1154_MARK LOGO: NOS
 LO1154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO1154+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LO1154
 LO1154  HISTORY     - Date     Condition        Report By
 LO1154  HISTORY     - 1992     MONUMENTED       NOS
 LO1154  HISTORY     - 19940906 GOOD             NGS
 LO1154  HISTORY     - 20200717 MARK NOT FOUND   JVI
 LO1154
 LO1154                          STATION DESCRIPTION
 LO1154
 LO1154'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 LO1154'STATION IS LOCATED AT THE PROVO MUNICIPAL AIRPORT.  FROM THE CODED
 LO1154'ACCESS GATE NEAR THE AIRPORT BEACON PASS THROUGH GATE AND GO WESTERLY
 LO1154'ACROSS RAMP FOR 0.1 MI (0.16 KM) TO THE JUNCTION OF A NORTH-SOUTH AND
 LO1154'EAST-WEST TAXIWAY. TURN RIGHT AND GO NORTHERLY ON TAXIWAY FOR 0.5 MI
 LO1154'(0.80 KM) TO RUNWAY 18-36.  CROSS RUNWAY AND GO WESTERLY ON TAXIWAY
 LO1154'FOR 0.3 MI (0.48 KM) TO A SEMI-CIRCULAR CONCRETE RUNUP PAD ON THE
 LO1154'RIGHT AND THE STATION SET IN THE NORTH PORTION OF THE PAD.
 LO1154'IT IS 144.O FT SOUTHWEST OF THE SOUTHWEST CORNER OF A RECTANGULAR
 LO1154'CONCRETE BLOCK WITH TWO ACCESS COVERS, 85.0 FT (25.91 M) NORTH OF THE
 LO1154'CENTER OF THE TAXIWAY AND 12.0 FT (3.66 M) SOUTHEAST OF A TAXIWAY
 LO1154'LIGHT.
 LO1154'A STANDARD NOS DISK SET IN A DRILL HOLE IN THE TOP CENTER PORTION OF A
 LO1154'SEMI-CIRCULAR CONCRETE RUNUP PAD.
 LO1154
 LO1154                          STATION RECOVERY (1994)
 LO1154
 LO1154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (NGS)
 LO1154'THE STATION IS LOCATED AT THE PROVO MUNICIPAL AIRPORT AT THE NORTH END
 LO1154'OF THE FIELD.  THE STATION IS LOCATED 144.0 FT, (43.9 M) SW OF THE SW
 LO1154'CORNER OF A RECTANGULAR CONCRETE BLOCK WITH TWO ACCESS COVERS, 85.2
 LO1154'FT, (26.0 M) N OF THE CL OF THE TAXIWAY AND 12.1 FT, (3.7 M) SE OF A
 LO1154'TAXIWAY LIGHT.  THE STATION IS A STANDARD NOS DISK SET IN A DRILL HOLE
 LO1154'IN THE NORTH TOP OF A RUN UP PAD FOR RUNWAY 13-31, AND IS STAMPED PVU
 LO1154'J 1992.
 LO1154
 LO1154                          STATION RECOVERY (2020)
 LO1154
 LO1154'RECOVERY NOTE BY JVIATION INC. 2020 (AJK)
 LO1154'THE RUN UP PAD IN WHICH THE MARK USED TO BE LOCATED IS NO LONGER
 LO1154'THERE.  THE PAVEMENT WAS REMOVED, MARK NO LONGER EXISTS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR8786 ***********************************************************************
 DR8786  HT_MOD      -  This is a Height Modernization Survey Station.
 DR8786  PACS        -  This is a Primary Airport Control Station.
 DR8786  DESIGNATION -  PVU K
 DR8786  PID         -  DR8786
 DR8786  STATE/COUNTY-  UT/UTAH
 DR8786  COUNTRY     -  US
 DR8786  USGS QUAD   -  PROVO (2017)
 DR8786
 DR8786                         *CURRENT SURVEY CONTROL
 DR8786  ______________________________________________________________________
 DR8786* NAD 83(2011) POSITION- 40 13 27.95352(N) 111 43 24.56760(W)   ADJUSTED
 DR8786* NAD 83(2011) ELLIP HT-  1351.532 (meters)        (03/09/23)   ADJUSTED
 DR8786* NAD 83(2011) EPOCH   -  2010.00
 DR8786* NAVD 88 ORTHO HEIGHT -  1368.87  (meters)     4491.0   (feet) GPS OBS
 DR8786  ______________________________________________________________________
 DR8786  GEOID HEIGHT    -        -17.422 (meters)                     GEOID18
 DR8786  NAD 83(2011) X  - -1,805,365.724 (meters)                     COMP
 DR8786  NAD 83(2011) Y  - -4,531,275.088 (meters)                     COMP
 DR8786  NAD 83(2011) Z  -  4,097,916.895 (meters)                     COMP
 DR8786  LAPLACE CORR    -          7.03  (seconds)                    DEFLEC18
 DR8786
 DR8786  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR8786  Standards:
 DR8786         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR8786            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR8786  -------------------------------------------------------------------
 DR8786  NETWORK    0.78   1.18           0.35   0.28   0.60     -0.03225188
 DR8786  -------------------------------------------------------------------
 DR8786  Click here for local accuracies and other accuracy information.
 DR8786
 DR8786.This mark is at Provo Airport (PVU)
 DR8786
 DR8786.The horizontal coordinates were established by GPS observations
 DR8786.and adjusted by the WOOLPERT CONSULTANTS in March 2023.
 DR8786
 DR8786.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8786.been affixed to the stable North American tectonic plate. See 
 DR8786.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR8786
 DR8786.The horizontal coordinates are valid at the epoch date displayed above
 DR8786.which is a decimal equivalence of Year/Month/Day.
 DR8786
 DR8786.The orthometric height was determined by GPS observations and a
 DR8786.high-resolution geoid model.
 DR8786
 DR8786.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8786.GEOID18 height accuracy estimate available here.
 DR8786
 DR8786.Click photographs - Photos may exist for this station.
 DR8786
 DR8786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR8786
 DR8786.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR8786
 DR8786.The ellipsoidal height was determined by GPS observations
 DR8786.and is referenced to NAD 83.
 DR8786
 DR8786. The following values were computed from the NAD 83(2011) position.
 DR8786
 DR8786;                    North         East     Units Scale Factor Converg.
 DR8786;SPC UT C     - 2,209,973.048   480,979.375   MT  0.99992187   -0 08 35.4
 DR8786;SPC UT C     - 7,250,553.24  1,578,013.17   sFT  0.99992187   -0 08 35.4
 DR8786;UTM  12      - 4,452,918.388   438,445.410   MT  0.99964664   -0 28 02.0
 DR8786
 DR8786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8786!SPC UT C     -   0.99978802  x   0.99992187  =   0.99970991
 DR8786!UTM  12      -   0.99978802  x   0.99964664  =   0.99943474
 DR8786
 DR8786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK3844552918(NAD 83)
 DR8786
 DR8786                          SUPERSEDED SURVEY CONTROL
 DR8786
 DR8786.No superseded survey control is available for this station.
 DR8786
 DR8786_MARKER: F = FLANGE-ENCASED ROD
 DR8786_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR8786_STAMPING: PVU K 2020
 DR8786_MARK LOGO: JVI
 DR8786_PROJECTION: RECESSED 8 CENTIMETERS
 DR8786_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8786+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2020
 DR8786_ROD/PIPE-DEPTH: 21.9 meters
 DR8786_SLEEVE-DEPTH  : 0.6 meters
 DR8786
 DR8786  HISTORY     - Date     Condition        Report By
 DR8786  HISTORY     - 20200715 MONUMENTED       JVI
 DR8786
 DR8786                          STATION DESCRIPTION
 DR8786
 DR8786'DESCRIBED BY JVIATION INC. 2020 (AK)
 DR8786'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTHWEST OF
 DR8786'SPRINGVILLE, 5.2 MI (8.4 KM) SOUTH-SOUTHWEST OF OREM AND 3.5 MI (5.7
 DR8786'KM) WEST OF PROVO, AT PROVO MUNICIPAL AIRPORT.  OWNERSHIP-- CITY OF
 DR8786'PROVO, 1377 S 350 E., PROVO, UT, 84606.  AIRPORT MANAGER IS STEVEN
 DR8786'GLEASON, PHONE 810-852-6715.  ACCESS TO THE AIRFIELD IS CONTROLLED.
 DR8786'
 DR8786'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 15 AND STATE
 DR8786'HIGHWAY 114 (CENTER STREET, EXIT 268), GO SOUTHWEST THEN WEST ON STATE
 DR8786'HIGHWAY 114 FOR 0.5 MI (0.8 KM) TO AN INTERSECTION (HIGHWAY 114 TURNS
 DR8786'NORTH HERE). CONTINUE WEST ON CENTER STREET FOR 1.1 MI (1.8 KM) TO A
 DR8786'PAVED ROAD LEFT.  TURN LEFT AND GO SOUTHERLY ON S3110 W STREET FOR
 DR8786'0.93 MI (1.50 KM) TO THE ENTRANCE TO PROVO MUNICIPAL AIRPORT ON THE
 DR8786'RIGHT.  TURN RIGHT AND GO WEST-SOUTHWEST ON THE ENTRANCE ROAD FOR 0.33
 DR8786'MI (0.53 KM) TO AN AIRFIELD GATE.  CONTINUE WEST-SOUTHWEST THROUGH THE
 DR8786'GATE FOR 560 FT (170.7 M), CROSSING THE APRON, TO TAXIWAY A.  TURN
 DR8786'RIGHT AND GO NORTHWEST ON TAXIWAY A FOR 0.4 MI (0.6 KM) TO THE STATION
 DR8786'ON THE RIGHT, JUST PAST A WIND CONE IN A SEGMENTED CIRCLE.
 DR8786'
 DR8786'THE STATION IS A PUNCH MARK IN THE TOP OF A 5/8 INCH (16 MM) DIAMETER
 DR8786'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 72 FT (21.9 M).
 DR8786'THE ROD IS FITTED WITH A 2 FT (0.6 M) GREASED SLEEVE AND ENCASED IN A
 DR8786'5 INCH (13 CM) DIAMETER PVC PIPE FITTED WITH A FLANGES COVER.  IT IS
 DR8786'251.7 FT (76.7 M) NORTHEAST OF THE EDGE OF THE ASPHALT OF TAXIWAY A,
 DR8786'158.2 FT (48.2 M) NORTH OF A WIND CONE AND 117.0 FT (35.7 M) SOUTH OF
 DR8786'THE SOUTHEAST CORNER OF A FENCE ENCLOSING A RADAR FACILITY.
 DR8786'
 DR8786'THIS MARKS IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR8787 ***********************************************************************
 DR8787  HT_MOD      -  This is a Height Modernization Survey Station.
 DR8787  SACS        -  This is a Secondary Airport Control Station.
 DR8787  DESIGNATION -  PVU L
 DR8787  PID         -  DR8787
 DR8787  STATE/COUNTY-  UT/UTAH
 DR8787  COUNTRY     -  US
 DR8787  USGS QUAD   -  PROVO (2017)
 DR8787
 DR8787                         *CURRENT SURVEY CONTROL
 DR8787  ______________________________________________________________________
 DR8787* NAD 83(2011) POSITION- 40 12 37.10354(N) 111 42 59.28921(W)   ADJUSTED
 DR8787* NAD 83(2011) ELLIP HT-  1351.357 (meters)        (03/09/23)   ADJUSTED
 DR8787* NAD 83(2011) EPOCH   -  2010.00
 DR8787* NAVD 88 ORTHO HEIGHT -  1368.71  (meters)     4490.5   (feet) GPS OBS
 DR8787  ______________________________________________________________________
 DR8787  GEOID HEIGHT    -        -17.439 (meters)                     GEOID18
 DR8787  NAD 83(2011) X  - -1,805,185.137 (meters)                     COMP
 DR8787  NAD 83(2011) Y  - -4,532,437.220 (meters)                     COMP
 DR8787  NAD 83(2011) Z  -  4,096,718.880 (meters)                     COMP
 DR8787  LAPLACE CORR    -          6.60  (seconds)                    DEFLEC18
 DR8787
 DR8787  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR8787  Standards:
 DR8787         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR8787            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR8787  -------------------------------------------------------------------
 DR8787  NETWORK    1.04   1.37           0.46   0.38   0.70     -0.04455404
 DR8787  -------------------------------------------------------------------
 DR8787  Click here for local accuracies and other accuracy information.
 DR8787
 DR8787.This mark is at Provo Airport (PVU)
 DR8787
 DR8787.The horizontal coordinates were established by GPS observations
 DR8787.and adjusted by the WOOLPERT CONSULTANTS in March 2023.
 DR8787
 DR8787.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8787.been affixed to the stable North American tectonic plate. See 
 DR8787.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR8787
 DR8787.The horizontal coordinates are valid at the epoch date displayed above
 DR8787.which is a decimal equivalence of Year/Month/Day.
 DR8787
 DR8787.The orthometric height was determined by GPS observations and a
 DR8787.high-resolution geoid model.
 DR8787
 DR8787.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8787.GEOID18 height accuracy estimate available here.
 DR8787
 DR8787.Click photographs - Photos may exist for this station.
 DR8787
 DR8787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR8787
 DR8787.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR8787
 DR8787.The ellipsoidal height was determined by GPS observations
 DR8787.and is referenced to NAD 83.
 DR8787
 DR8787. The following values were computed from the NAD 83(2011) position.
 DR8787
 DR8787;                    North         East     Units Scale Factor Converg.
 DR8787;SPC UT C     - 2,208,403.284   481,573.180   MT  0.99992023   -0 08 19.2
 DR8787;SPC UT C     - 7,245,403.11  1,579,961.34   sFT  0.99992023   -0 08 19.2
 DR8787;UTM  12      - 4,451,345.724   439,030.168   MT  0.99964576   -0 27 45.2
 DR8787
 DR8787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8787!SPC UT C     -   0.99978805  x   0.99992023  =   0.99970830
 DR8787!UTM  12      -   0.99978805  x   0.99964576  =   0.99943389
 DR8787
 DR8787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK3903051345(NAD 83)
 DR8787
 DR8787                          SUPERSEDED SURVEY CONTROL
 DR8787
 DR8787.No superseded survey control is available for this station.
 DR8787
 DR8787_MARKER: F = FLANGE-ENCASED ROD
 DR8787_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR8787_STAMPING: PVU L 2020
 DR8787_MARK LOGO: JVI
 DR8787_PROJECTION: RECESSED 13 CENTIMETERS
 DR8787_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8787+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2020
 DR8787_ROD/PIPE-DEPTH: 20.7 meters
 DR8787_SLEEVE-DEPTH  : 0.6 meters
 DR8787
 DR8787  HISTORY     - Date     Condition        Report By
 DR8787  HISTORY     - 20200715 MONUMENTED       JVI
 DR8787
 DR8787                          STATION DESCRIPTION
 DR8787
 DR8787'DESCRIBED BY JVIATION INC. 2020 (AK)
 DR8787'THE STATION IS LOCATED ABOUT 6.4 MI (10.4 KM) WEST-NORTHWEST OF
 DR8787'SPRINGVILLE, 6.1 MI (9.8 KM) SOUTH-SOUTHWEST OF OREM AND 3.5 MI (5.6
 DR8787'KM) WEST-SOUTHWEST OF PROVO, AT PROVO MUNICIPAL AIRPORT.  OWNERSHIP--
 DR8787'CITY OF PROVO, 1377 S 350 E., PROVO, UT, 84606.  AIRPORT MANAGER IS
 DR8787'STEVEN GLEASON, PHONE 810-852-6715.  ACCESS TO THE AIRFIELD IS
 DR8787'CONTROLLED.
 DR8787'
 DR8787'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 15 AND STATE
 DR8787'HIGHWAY 114 (CENTER STREET, EXIT 268), GO SOUTHWEST THEN WEST ON STATE
 DR8787'HIGHWAY 114 FOR 0.5 MI (0.8 KM) TO AN INTERSECTION (HIGHWAY 114 TURNS
 DR8787'NORTH HERE). CONTINUE WEST ON CENTER STREET FOR 1.1 MI (1.8 KM) TO A
 DR8787'PAVED ROAD LEFT.  TURN LEFT AND GO SOUTHERLY ON S3110 W STREET FOR
 DR8787'0.93 MI (1.50 KM) TO THE ENTRANCE TO PROVO MUNICIPAL AIRPORT ON THE
 DR8787'RIGHT.  TURN RIGHT AND GO WEST-SOUTHWEST ON THE ENTRANCE ROAD FOR 0.33
 DR8787'MI (0.53 KM) TO AN AIRFIELD GATE.  CONTINUE WEST-SOUTHWEST THROUGH THE
 DR8787'GATE FOR 150 FT (45.7 M), CROSSING THE APRON TO TAXIWAY A.  TURN LEFT
 DR8787'AND GO SOUTHEAST THEN SOUTHWEST ON TAXIWAY A FOR 0.65 MI (1.05 KM) TO
 DR8787'THE HOLD BAR AT THE END OF RUNWAY 31.  CONTINUE SOUTHWEST ACROSS THE
 DR8787'END OF RUNWAY 31 AND TAXIWAY D FOR 685 FT (208.8 M) TO THE STATION ON
 DR8787'THE LEFT.
 DR8787'
 DR8787'THE STATION IS A PUNCH MARK IN THE TOP OF A 5/8 INCH (16 MM) DIAMETER
 DR8787'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 68 FT (20.7 M).
 DR8787'THE ROD IS FITTED WITH A 2 FT (0.6 M) GREASED SLEEVE AND ENCASED IN A
 DR8787'5 INCH (13 CM) DIAMETER PVC PIPE FITTED WITH A FLANGES COVER.  IT IS
 DR8787'ABOUT 395 FT (120.4 M) WEST-SOUTHWEST OF THE END OF RUNWAY 31, 148.1
 DR8787'FT (45.1 M) EAST OF A TAXIWAY LIGHT, 79.1 FT (24.1 M) SOUTHWEST OF A
 DR8787'TAXIWAY LIGHT AND 71.5 FT (21.8 M) SOUTHEAST OF THE EDGE OF ASPHALT OF
 DR8787'TAXIWAY D.
 DR8787'
 DR8787'THIS MARKS IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0540 ***********************************************************************
 LO0540  DESIGNATION -  Q 1
 LO0540  PID         -  LO0540
 LO0540  STATE/COUNTY-  UT/DAVIS
 LO0540  COUNTRY     -  US
 LO0540  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0540
 LO0540                         *CURRENT SURVEY CONTROL
 LO0540  ______________________________________________________________________
 LO0540* NAD 83(1986) POSITION- 40 51 42.     (N) 111 54 35.     (W)   SCALED
 LO0540* NAVD 88 ORTHO HEIGHT -  1305.595 (meters)     4283.44  (feet) ADJUSTED
 LO0540  ______________________________________________________________________
 LO0540  GEOID HEIGHT    -        -16.728 (meters)                     GEOID18
 LO0540  DYNAMIC HEIGHT  -       1304.580 (meters)     4280.11  (feet) COMP
 LO0540  MODELED GRAVITY -    979,801.8   (mgal)                       NAVD 88
 LO0540
 LO0540  VERT ORDER      -  FIRST     CLASS I
 LO0540
 LO0540.The horizontal coordinates were scaled from a map and have
 LO0540.an estimated accuracy of +/- 6 seconds.
 LO0540
 LO0540.The orthometric height was determined by differential leveling and
 LO0540.adjusted by the NATIONAL GEODETIC SURVEY
 LO0540.in June 1991.
 LO0540
 LO0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0540.GEOID18 height accuracy estimate available here.
 LO0540
 LO0540.Click photographs - Photos may exist for this station.
 LO0540
 LO0540.The dynamic height is computed by dividing the NAVD 88
 LO0540.geopotential number by the normal gravity value computed on the
 LO0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0540.degrees latitude (g = 980.6199 gals.).
 LO0540
 LO0540.The modeled gravity was interpolated from observed gravity values.
 LO0540
 LO0540;                    North         East    Units  Estimated Accuracy
 LO0540;SPC UT N     - 1,058,750.      465,460.      MT  (+/- 180 meters Scaled)
 LO0540
 LO0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL233237(NAD 83)
 LO0540
 LO0540                          SUPERSEDED SURVEY CONTROL
 LO0540
 LO0540  NGVD 29 (??/??/92) 1304.647  (m)         4280.33   (f) ADJ UNCH    1 1
 LO0540
 LO0540.Superseded values are not recommended for survey control.
 LO0540
 LO0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0540.See file dsdata.pdf to determine how the superseded data were derived.
 LO0540
 LO0540_MARKER: Q = CHISELED SQUARE
 LO0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0540+STABILITY: SURFACE MOTION
 LO0540
 LO0540  HISTORY     - Date     Condition        Report By
 LO0540  HISTORY     - 1906     MONUMENTED       CGS
 LO0540  HISTORY     - 1967     GOOD             CGS
 LO0540
 LO0540                          STATION DESCRIPTION
 LO0540
 LO0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0540'1.65 MI S FROM WOODS CROSS.
 LO0540'1.65 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LO0540'WOODS CROSS, 1 POLE NORTH OF MILEPOLE 29.75, AT THE CROSSING OF 1100
 LO0540'NORTH STREET, 48.8 FEET EAST OF THE EAST RAIL OF THE EAST MAIN TRACK,
 LO0540'36 FEET NORTH OF THE CENTER LINE OF THE STREET, 24 1/2 FEET SOUTHEAST
 LO0540'OF TELEPHONE POLE L1 SM, 2 1/2 FEET NORTHEAST OF A FENCE CORNER POST,
 LO0540'0.5 FOOT SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE
 LO0540'TRACK, CHISELED IN THE TOP OF A SANDSTONE POST WITH THE LETTERS USBM
 LO0540'INSCRIBED AND PROJECTING 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0302 ***********************************************************************
 MS0302  DESIGNATION -  Q 10
 MS0302  PID         -  MS0302
 MS0302  STATE/COUNTY-  UT/BOX ELDER
 MS0302  COUNTRY     -  US
 MS0302  USGS QUAD   -  RED DOME (2017)
 MS0302
 MS0302                         *CURRENT SURVEY CONTROL
 MS0302  ______________________________________________________________________
 MS0302* NAD 83(1986) POSITION- 41 31 36.     (N) 113 29 36.     (W)   SCALED
 MS0302* NAVD 88 ORTHO HEIGHT -  1430.434 (meters)     4693.02  (feet) ADJUSTED
 MS0302  ______________________________________________________________________
 MS0302  GEOID HEIGHT    -        -16.272 (meters)                     GEOID18
 MS0302  DYNAMIC HEIGHT  -       1429.410 (meters)     4689.66  (feet) COMP
 MS0302  MODELED GRAVITY -    979,857.3   (mgal)                       NAVD 88
 MS0302
 MS0302  VERT ORDER      -  FIRST     CLASS II
 MS0302
 MS0302.The horizontal coordinates were scaled from a map and have
 MS0302.an estimated accuracy of +/- 6 seconds.
 MS0302
 MS0302.The orthometric height was determined by differential leveling and
 MS0302.adjusted by the NATIONAL GEODETIC SURVEY
 MS0302.in June 1991.
 MS0302
 MS0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0302.GEOID18 height accuracy estimate available here.
 MS0302
 MS0302.Click photographs - Photos may exist for this station.
 MS0302
 MS0302.The dynamic height is computed by dividing the NAVD 88
 MS0302.geopotential number by the normal gravity value computed on the
 MS0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0302.degrees latitude (g = 980.6199 gals.).
 MS0302
 MS0302.The modeled gravity was interpolated from observed gravity values.
 MS0302
 MS0302;                    North         East    Units  Estimated Accuracy
 MS0302;SPC UT N     - 1,134,430.      333,650.      MT  (+/- 180 meters Scaled)
 MS0302
 MS0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM919002(NAD 83)
 MS0302
 MS0302                          SUPERSEDED SURVEY CONTROL
 MS0302
 MS0302  NGVD 29 (??/??/92) 1429.374  (m)         4689.54   (f) ADJ UNCH    1 2
 MS0302
 MS0302.Superseded values are not recommended for survey control.
 MS0302
 MS0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0302.See file dsdata.pdf to determine how the superseded data were derived.
 MS0302
 MS0302_MARKER: P = PIPE CAP
 MS0302_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MS0302_STAMPING: Q 10 1911 ELEV. 4689.538 FT.
 MS0302_MARK LOGO: CGS
 MS0302_MAGNETIC: P = MARKER IS A STEEL PIPE
 MS0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0302
 MS0302  HISTORY     - Date     Condition        Report By
 MS0302  HISTORY     - 1911     MONUMENTED       CGS
 MS0302  HISTORY     - 1953     GOOD             CGS
 MS0302
 MS0302                          STATION DESCRIPTION
 MS0302
 MS0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0302'4.8 MI NE FROM WATERCRESS.
 MS0302'4.8 MILES NORTHEAST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0302'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0302'WATERCRESS, 0.35 MILE (18 POLES) NORTHEAST OF MILEPOLE 704, ABOUT 75
 MS0302'YARDS SOUTHWEST OF THE NORTHEAST END OF A LONG CUT, 99 FEET SOUTHEAST
 MS0302'OF AND ACROSS THE ROAD FROM A TELEPHONE POLE WITH A GUY WIRE AND
 MS0302'MARKED BY THE WHITE PAINTED LETTERS BM, 48 FEET SOUTHEAST OF THE
 MS0302'CENTER LINE OF THE ROAD, 1.0 FOOT NORTHWEST OF A WITNESS POST, ABOUT 5
 MS0302'FEET HIGHER THAN THE ROAD, AND SCREWED ON TOP OF A 3 1/2-INCH IRON
 MS0302'PIPE PROJECTING 0.9 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0127 ***********************************************************************
 LO0127  DESIGNATION -  Q 100
 LO0127  PID         -  LO0127
 LO0127  STATE/COUNTY-  UT/DUCHESNE
 LO0127  COUNTRY     -  US
 LO0127  USGS QUAD   -  HANNA (2017)
 LO0127
 LO0127                         *CURRENT SURVEY CONTROL
 LO0127  ______________________________________________________________________
 LO0127* NAD 83(1986) POSITION- 40 27 31.     (N) 110 49 28.     (W)   SCALED
 LO0127* NAVD 88 ORTHO HEIGHT -  2133.830 (meters)     7000.74  (feet) ADJUSTED
 LO0127  ______________________________________________________________________
 LO0127  GEOID HEIGHT    -        -14.342 (meters)                     GEOID18
 LO0127  DYNAMIC HEIGHT  -       2131.705 (meters)     6993.77  (feet) COMP
 LO0127  MODELED GRAVITY -    979,552.7   (mgal)                       NAVD 88
 LO0127
 LO0127  VERT ORDER      -  SECOND    CLASS 0
 LO0127
 LO0127.The horizontal coordinates were scaled from a map and have
 LO0127.an estimated accuracy of +/- 6 seconds.
 LO0127
 LO0127.The orthometric height was determined by differential leveling and
 LO0127.adjusted by the NATIONAL GEODETIC SURVEY
 LO0127.in June 1991.
 LO0127
 LO0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0127.GEOID18 height accuracy estimate available here.
 LO0127
 LO0127.Click photographs - Photos may exist for this station.
 LO0127
 LO0127.The dynamic height is computed by dividing the NAVD 88
 LO0127.geopotential number by the normal gravity value computed on the
 LO0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0127.degrees latitude (g = 980.6199 gals.).
 LO0127
 LO0127.The modeled gravity was interpolated from observed gravity values.
 LO0127
 LO0127;                    North         East    Units  Estimated Accuracy
 LO0127;SPC UT C     - 2,236,170.      557,300.      MT  (+/- 180 meters Scaled)
 LO0127
 LO0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK148786(NAD 83)
 LO0127
 LO0127                          SUPERSEDED SURVEY CONTROL
 LO0127
 LO0127  NGVD 29 (??/??/92) 2132.467  (m)         6996.27   (f) ADJ UNCH    2 0
 LO0127
 LO0127.Superseded values are not recommended for survey control.
 LO0127
 LO0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0127.See file dsdata.pdf to determine how the superseded data were derived.
 LO0127
 LO0127_MARKER: DB = BENCH MARK DISK
 LO0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0127_SP_SET: CULVERT
 LO0127_STAMPING: M 100 1962
 LO0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0127
 LO0127  HISTORY     - Date     Condition        Report By
 LO0127  HISTORY     - 1962     MONUMENTED       CGS
 LO0127
 LO0127                          STATION DESCRIPTION
 LO0127
 LO0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0127'10.8 MI NE FROM TABIONA.
 LO0127'10.8 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0127'TABIONA, 0.25 MILE SOUTHEAST OF THE STOCKMORE RANGER STATION, IN THE
 LO0127'TOP OF A LARGE OUTCROPPING BOULDER, 24 FEET NORTHEAST OF THE CENTER
 LO0127'LINE OF THE HIGHWAY, 52 FEET NORTH AND ACROSS THE HIGHWAY FROM THE
 LO0127'CENTER OF A GATE, 51 FEET NORTHWEST OF THE NORTHEAST END OF A 24-INCH
 LO0127'PIPE CULVERT, 38 FEET WEST-NORTHWEST OF A TELEPHONE POLE, 18.5 FEET
 LO0127'SOUTHWEST OF A FENCE, 2.5 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 LO0127'WITH THE HIGHWAY, AND 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0110 ***********************************************************************
 LO0110  DESIGNATION -  Q 101
 LO0110  PID         -  LO0110
 LO0110  STATE/COUNTY-  UT/DUCHESNE
 LO0110  COUNTRY     -  US
 LO0110  USGS QUAD   -  TABIONA (2017)
 LO0110
 LO0110                         *CURRENT SURVEY CONTROL
 LO0110  ______________________________________________________________________
 LO0110* NAD 83(1986) POSITION- 40 19 51.     (N) 110 40 16.     (W)   SCALED
 LO0110* NAVD 88 ORTHO HEIGHT -  1963.395 (meters)     6441.57  (feet) ADJUSTED
 LO0110  ______________________________________________________________________
 LO0110  GEOID HEIGHT    -        -15.756 (meters)                     GEOID18
 LO0110  DYNAMIC HEIGHT  -       1961.415 (meters)     6435.08  (feet) COMP
 LO0110  MODELED GRAVITY -    979,547.7   (mgal)                       NAVD 88
 LO0110
 LO0110  VERT ORDER      -  SECOND    CLASS 0
 LO0110
 LO0110.The horizontal coordinates were scaled from a map and have
 LO0110.an estimated accuracy of +/- 6 seconds.
 LO0110
 LO0110.The orthometric height was determined by differential leveling and
 LO0110.adjusted by the NATIONAL GEODETIC SURVEY
 LO0110.in June 1991.
 LO0110
 LO0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0110.GEOID18 height accuracy estimate available here.
 LO0110
 LO0110.Click photographs - Photos may exist for this station.
 LO0110
 LO0110.The dynamic height is computed by dividing the NAVD 88
 LO0110.geopotential number by the normal gravity value computed on the
 LO0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0110.degrees latitude (g = 980.6199 gals.).
 LO0110
 LO0110.The modeled gravity was interpolated from observed gravity values.
 LO0110
 LO0110;                    North         East    Units  Estimated Accuracy
 LO0110;SPC UT C     - 2,222,090.      570,430.      MT  (+/- 180 meters Scaled)
 LO0110
 LO0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK279645(NAD 83)
 LO0110
 LO0110                          SUPERSEDED SURVEY CONTROL
 LO0110
 LO0110  NGVD 29 (??/??/92) 1962.025  (m)         6437.08   (f) ADJ UNCH    2 0
 LO0110
 LO0110.Superseded values are not recommended for survey control.
 LO0110
 LO0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0110.See file dsdata.pdf to determine how the superseded data were derived.
 LO0110
 LO0110_MARKER: DB = BENCH MARK DISK
 LO0110_SETTING: 80 = SET IN A BOULDER
 LO0110_STAMPING: Q 101 1962
 LO0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0110+STABILITY: SURFACE MOTION
 LO0110
 LO0110  HISTORY     - Date     Condition        Report By
 LO0110  HISTORY     - 1962     MONUMENTED       CGS
 LO0110
 LO0110                          STATION DESCRIPTION
 LO0110
 LO0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0110'2.9 MI SE FROM TABIONA.
 LO0110'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0110'TABIONA, 124 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF STATE
 LO0110'HIGHWAY 208, SET VERTICALLY IN THE NORTHEAST FACE OF A LARGE BOULDER,
 LO0110'44 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 76 FEET SOUTHEAST
 LO0110'OF THE CENTER LINE OF STATE HIGHWAY 208, 101 FEET NORTHWEST OF POWER
 LO0110'POLE 6-194, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND 1.7 FEET ABOVE
 LO0110'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0249 ***********************************************************************
 LN0249  DESIGNATION -  Q 102
 LN0249  PID         -  LN0249
 LN0249  STATE/COUNTY-  UT/DAGGETT
 LN0249  COUNTRY     -  US
 LN0249  USGS QUAD   -  GOSLIN MOUNTAIN (2017)
 LN0249
 LN0249                         *CURRENT SURVEY CONTROL
 LN0249  ______________________________________________________________________
 LN0249* NAD 83(1986) POSITION- 40 59 38.0    (N) 109 19 03.1    (W)   HD_HELD2
 LN0249* NAVD 88 ORTHO HEIGHT -  2148.424 (meters)     7048.62  (feet) ADJUSTED
 LN0249  ______________________________________________________________________
 LN0249  GEOID HEIGHT    -        -14.105 (meters)                     GEOID18
 LN0249  DYNAMIC HEIGHT  -       2146.467 (meters)     7042.20  (feet) COMP
 LN0249  MODELED GRAVITY -    979,635.7   (mgal)                       NAVD 88
 LN0249
 LN0249  VERT ORDER      -  SECOND    CLASS 0
 LN0249
 LN0249.The horizontal coordinates were established by autonomous hand held GPS
 LN0249.observations and have an estimated accuracy of +/- 10 meters.
 LN0249
 LN0249.The orthometric height was determined by differential leveling and
 LN0249.adjusted by the NATIONAL GEODETIC SURVEY
 LN0249.in June 1991.
 LN0249
 LN0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0249.GEOID18 height accuracy estimate available here.
 LN0249
 LN0249.Click photographs - Photos may exist for this station.
 LN0249
 LN0249.The dynamic height is computed by dividing the NAVD 88
 LN0249.geopotential number by the normal gravity value computed on the
 LN0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0249.degrees latitude (g = 980.6199 gals.).
 LN0249
 LN0249.The modeled gravity was interpolated from observed gravity values.
 LN0249
 LN0249;                    North         East    Units  Estimated Accuracy
 LN0249;SPC UT N     - 1,075,660.      683,614.      MT  (+/- 10 meters HH2 GPS)
 LN0249
 LN0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL4151439441(NAD 83)
 LN0249
 LN0249                          SUPERSEDED SURVEY CONTROL
 LN0249
 LN0249  NGVD 29 (??/??/92) 2147.134  (m)         7044.39   (f) ADJ UNCH    2 0
 LN0249
 LN0249.Superseded values are not recommended for survey control.
 LN0249
 LN0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0249.See file dsdata.pdf to determine how the superseded data were derived.
 LN0249
 LN0249_MARKER: DB = BENCH MARK DISK
 LN0249_SETTING: 80 = SET IN A BOULDER
 LN0249_STAMPING: Q 102 1962
 LN0249_MARK LOGO: CGS
 LN0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0249+STABILITY: SURFACE MOTION
 LN0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LN0249+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2020
 LN0249
 LN0249  HISTORY     - Date     Condition        Report By
 LN0249  HISTORY     - 1962     MONUMENTED       CGS
 LN0249  HISTORY     - 20201227 GOOD             IGA
 LN0249
 LN0249                          STATION DESCRIPTION
 LN0249
 LN0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0249'20.1 MI E FROM LINWOOD.
 LN0249'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0249'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 15.1 MILES
 LN0249'NORTHEAST ALONG CLAY BASIN ROAD, SET VERTICALLY IN THE NORTH FACE OF A
 LN0249'3- BY 5-FOOT BOULDER, 0.15 MILE WEST OF THE TOP OF A PROMINENT RIDGE,
 LN0249'42 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 6 FEET HIGHER THAN
 LN0249'THE ROAD, AND 1.5 FEET ABOVE THE GROUND.
 LN0249
 LN0249                          STATION RECOVERY (2020)
 LN0249
 LN0249'RECOVERY NOTE BY IGAGE 2020 (MS)
 LN0249'270 FT (82.3 M) WEST OF MILE MARKER 5 ON NEW PAVED BROWNS PARK ROAD,
 LN0249'52 FT (15.8 M) SOUTH OF THE CENTERLINE OF ROAD, WITNESS POST BEARS 1.5
 LN0249'FT (0.5 M) NORTH WEST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1158 ***********************************************************************
 LO1158  DESIGNATION -  Q 103 RESET
 LO1158  PID         -  LO1158
 LO1158  STATE/COUNTY-  UT/DUCHESNE
 LO1158  COUNTRY     -  US
 LO1158  USGS QUAD   -  DUCHESNE (2017)
 LO1158
 LO1158                         *CURRENT SURVEY CONTROL
 LO1158  ______________________________________________________________________
 LO1158* NAD 83(1986) POSITION- 40 10 46.14   (N) 110 23 58.98   (W)   HD_HELD1
 LO1158* NAVD 88 ORTHO HEIGHT -  1728.32  (meters)     5670.3   (feet) RESET
 LO1158  ______________________________________________________________________
 LO1158  GEOID HEIGHT    -        -17.161 (meters)                     GEOID18
 LO1158  VERT ORDER      -  THIRD
 LO1158
 LO1158.The horizontal coordinates were determined by differentially corrected
 LO1158.hand held GPS observations or other comparable positioning techniques
 LO1158.and have an estimated accuracy of +/- 3 meters.
 LO1158
 LO1158.The orthometric height was computed from unverified reset data.
 LO1158
 LO1158.No vertical observational check was made to the station.
 LO1158
 LO1158.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1158.GEOID18 height accuracy estimate available here.
 LO1158
 LO1158.Click photographs - Photos may exist for this station.
 LO1158
 LO1158;                    North         East    Units  Estimated Accuracy
 LO1158;SPC UT C     - 2,205,535.0     593,700.8     MT  (+/- 3 meters HH1 GPS) 
 LO1158
 LO1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK5110547851(NAD 83)
 LO1158
 LO1158                          SUPERSEDED SURVEY CONTROL
 LO1158
 LO1158  NGVD 29 (07/25/12) 1727.02   (m)         5666.1    (f) RESET       3  
 LO1158
 LO1158.Superseded values are not recommended for survey control.
 LO1158
 LO1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1158.See file dsdata.pdf to determine how the superseded data were derived.
 LO1158
 LO1158_MARKER: DV = VERTICAL CONTROL DISK
 LO1158_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO1158_SP_SET: CULVERT HEADWALL
 LO1158_STAMPING: Q 103 RESET 1986
 LO1158_MARK LOGO: NGS
 LO1158_MAGNETIC: N = NO MAGNETIC MATERIAL
 LO1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1158+STABILITY: SURFACE MOTION
 LO1158
 LO1158  HISTORY     - Date     Condition        Report By
 LO1158  HISTORY     - 1986     MONUMENTED       LOCENG
 LO1158
 LO1158                          STATION DESCRIPTION
 LO1158
 LO1158'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1986
 LO1158'1.15 MILES (1.85 KM) NORTH ALONG STATE HIGHWAY 87 FROM THE JUNCTION OF
 LO1158'US 40 AND DUCHESNE, 47.5 FEET (14.5 M) WEST OF THE CENTERLINE OF THE
 LO1158'HIGHWAY, IN THE TOP AND NORTHEAST CORNER OF A CONCRETE CHECK
 LO1158'STRUCTURE IN THE ROCKY POINT PIPELINE, APPROXIMATELY 5 FEET (1.5 M)
 LO1158'HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0152 ***********************************************************************
 LO0152  DESIGNATION -  Q 104
 LO0152  PID         -  LO0152
 LO0152  STATE/COUNTY-  UT/DUCHESNE
 LO0152  COUNTRY     -  US
 LO0152  USGS QUAD   -  TABIONA (2017)
 LO0152
 LO0152                         *CURRENT SURVEY CONTROL
 LO0152  ______________________________________________________________________
 LO0152* NAD 83(1986) POSITION- 40 19 03.     (N) 110 41 48.     (W)   SCALED
 LO0152* NAVD 88 ORTHO HEIGHT -  2020.818 (meters)     6629.97  (feet) ADJUSTED
 LO0152  ______________________________________________________________________
 LO0152  GEOID HEIGHT    -        -15.778 (meters)                     GEOID18
 LO0152  DYNAMIC HEIGHT  -       2018.769 (meters)     6623.24  (feet) COMP
 LO0152  MODELED GRAVITY -    979,540.2   (mgal)                       NAVD 88
 LO0152
 LO0152  VERT ORDER      -  SECOND    CLASS 0
 LO0152
 LO0152.The horizontal coordinates were scaled from a map and have
 LO0152.an estimated accuracy of +/- 6 seconds.
 LO0152
 LO0152.The orthometric height was determined by differential leveling and
 LO0152.adjusted by the NATIONAL GEODETIC SURVEY
 LO0152.in June 1991.
 LO0152
 LO0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0152.GEOID18 height accuracy estimate available here.
 LO0152
 LO0152.Click photographs - Photos may exist for this station.
 LO0152
 LO0152.The dynamic height is computed by dividing the NAVD 88
 LO0152.geopotential number by the normal gravity value computed on the
 LO0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0152.degrees latitude (g = 980.6199 gals.).
 LO0152
 LO0152.The modeled gravity was interpolated from observed gravity values.
 LO0152
 LO0152;                    North         East    Units  Estimated Accuracy
 LO0152;SPC UT C     - 2,220,590.      568,280.      MT  (+/- 180 meters Scaled)
 LO0152
 LO0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK257630(NAD 83)
 LO0152
 LO0152                          SUPERSEDED SURVEY CONTROL
 LO0152
 LO0152  NGVD 29 (??/??/92) 2019.446  (m)         6625.47   (f) ADJ UNCH    2 0
 LO0152
 LO0152.Superseded values are not recommended for survey control.
 LO0152
 LO0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0152.See file dsdata.pdf to determine how the superseded data were derived.
 LO0152
 LO0152_MARKER: DB = BENCH MARK DISK
 LO0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0152_SP_SET: CULVERT
 LO0152_STAMPING: Q 104 1962
 LO0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0152
 LO0152  HISTORY     - Date     Condition        Report By
 LO0152  HISTORY     - 1962     MONUMENTED       CGS
 LO0152
 LO0152                          STATION DESCRIPTION
 LO0152
 LO0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0152'4.85 MI S FROM TABIONA.
 LO0152'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0152'TABIONA, THENCE 1.95 MILES SOUTH ALONG STATE HIGHWAY 208, 17 FEET
 LO0152'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE
 LO0152'NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A 12-INCH
 LO0152'CORRUGATED METAL PIPE CULVERT, AND ABOUT 1/2 FOOT LOWER THAN THE
 LO0152'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0263 ***********************************************************************
 LO0263  DESIGNATION -  Q 105
 LO0263  PID         -  LO0263
 LO0263  STATE/COUNTY-  UT/WASATCH
 LO0263  COUNTRY     -  US
 LO0263  USGS QUAD   -  SOAPSTONE BASIN (2017)
 LO0263
 LO0263                         *CURRENT SURVEY CONTROL
 LO0263  ______________________________________________________________________
 LO0263* NAD 83(1986) POSITION- 40 30 23.     (N) 111 02 45.     (W)   SCALED
 LO0263* NAVD 88 ORTHO HEIGHT -  2649.607 (meters)     8692.92  (feet) ADJUSTED
 LO0263  ______________________________________________________________________
 LO0263  GEOID HEIGHT    -        -14.165 (meters)                     GEOID18
 LO0263  DYNAMIC HEIGHT  -       2646.833 (meters)     8683.82  (feet) COMP
 LO0263  MODELED GRAVITY -    979,480.7   (mgal)                       NAVD 88
 LO0263
 LO0263  VERT ORDER      -  SECOND    CLASS 0
 LO0263
 LO0263.The horizontal coordinates were scaled from a map and have
 LO0263.an estimated accuracy of +/- 6 seconds.
 LO0263
 LO0263.The orthometric height was determined by differential leveling and
 LO0263.adjusted by the NATIONAL GEODETIC SURVEY
 LO0263.in June 1991.
 LO0263
 LO0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0263.GEOID18 height accuracy estimate available here.
 LO0263
 LO0263.Click photographs - Photos may exist for this station.
 LO0263
 LO0263.The dynamic height is computed by dividing the NAVD 88
 LO0263.geopotential number by the normal gravity value computed on the
 LO0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0263.degrees latitude (g = 980.6199 gals.).
 LO0263
 LO0263.The modeled gravity was interpolated from observed gravity values.
 LO0263
 LO0263;                    North         East    Units  Estimated Accuracy
 LO0263;SPC UT C     - 2,241,350.      538,490.      MT  (+/- 180 meters Scaled)
 LO0263
 LO0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK961839(NAD 83)
 LO0263
 LO0263                          SUPERSEDED SURVEY CONTROL
 LO0263
 LO0263  NGVD 29 (??/??/92) 2648.177  (m)         8688.23   (f) ADJ UNCH    2 0
 LO0263
 LO0263.Superseded values are not recommended for survey control.
 LO0263
 LO0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0263.See file dsdata.pdf to determine how the superseded data were derived.
 LO0263
 LO0263_MARKER: DB = BENCH MARK DISK
 LO0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0263_STAMPING: Q 105 1962
 LO0263_MARK LOGO: CGS
 LO0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0263+STABILITY: SURFACE MOTION
 LO0263
 LO0263  HISTORY     - Date     Condition        Report By
 LO0263  HISTORY     - 1962     MONUMENTED       CGS
 LO0263  HISTORY     - 1964     GOOD             USGS
 LO0263  HISTORY     - 1972     MARK NOT FOUND   USGS
 LO0263
 LO0263                          STATION DESCRIPTION
 LO0263
 LO0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0263'18.35 MI SE FROM FRANCIS.
 LO0263'18.35 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0263'HIGHWAY 189 AT FRANCIS, SET VERTICALLY IN THE WEST FACE OF A VERY
 LO0263'SMALL BOULDER, 10 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 LO0263'1.0 FOOT HIGHER THAN THE HIGHWAY, AND 0.8 FOOT ABOVE THE GROUND.
 LO0263
 LO0263                          STATION RECOVERY (1964)
 LO0263
 LO0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LO0263'RECOVERED IN GOOD CONDITION.
 LO0263
 LO0263                          STATION RECOVERY (1972)
 LO0263
 LO0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 LO0263'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0301 ***********************************************************************
 LO0301  DESIGNATION -  Q 106
 LO0301  PID         -  LO0301
 LO0301  STATE/COUNTY-  UT/SUMMIT
 LO0301  COUNTRY     -  US
 LO0301  USGS QUAD   -  KAMAS (2017)
 LO0301
 LO0301                         *CURRENT SURVEY CONTROL
 LO0301  ______________________________________________________________________
 LO0301* NAD 83(1986) POSITION- 40 43 52.     (N) 111 20 47.     (W)   SCALED
 LO0301* NAVD 88 ORTHO HEIGHT -  1878.014 (meters)     6161.45  (feet) ADJUSTED
 LO0301  ______________________________________________________________________
 LO0301  GEOID HEIGHT    -        -15.382 (meters)                     GEOID18
 LO0301  DYNAMIC HEIGHT  -       1876.279 (meters)     6155.76  (feet) COMP
 LO0301  MODELED GRAVITY -    979,634.6   (mgal)                       NAVD 88
 LO0301
 LO0301  VERT ORDER      -  SECOND    CLASS 0
 LO0301
 LO0301.The horizontal coordinates were scaled from a map and have
 LO0301.an estimated accuracy of +/- 6 seconds.
 LO0301
 LO0301.The orthometric height was determined by differential leveling and
 LO0301.adjusted by the NATIONAL GEODETIC SURVEY
 LO0301.in June 1991.
 LO0301
 LO0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0301.GEOID18 height accuracy estimate available here.
 LO0301
 LO0301.Click photographs - Photos may exist for this station.
 LO0301
 LO0301.The dynamic height is computed by dividing the NAVD 88
 LO0301.geopotential number by the normal gravity value computed on the
 LO0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0301.degrees latitude (g = 980.6199 gals.).
 LO0301
 LO0301.The modeled gravity was interpolated from observed gravity values.
 LO0301
 LO0301;                    North         East    Units  Estimated Accuracy
 LO0301;SPC UT N     - 1,044,180.      512,980.      MT  (+/- 180 meters Scaled)
 LO0301
 LO0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL707089(NAD 83)
 LO0301
 LO0301                          SUPERSEDED SURVEY CONTROL
 LO0301
 LO0301  NGVD 29 (??/??/92) 1876.742  (m)         6157.28   (f) ADJ UNCH    2 0
 LO0301
 LO0301.Superseded values are not recommended for survey control.
 LO0301
 LO0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0301.See file dsdata.pdf to determine how the superseded data were derived.
 LO0301
 LO0301_MARKER: DB = BENCH MARK DISK
 LO0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0301_STAMPING: Q 106 1962
 LO0301_MARK LOGO: CGS
 LO0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0301+STABILITY: SURFACE MOTION
 LO0301
 LO0301  HISTORY     - Date     Condition        Report By
 LO0301  HISTORY     - 1962     MONUMENTED       CGS
 LO0301
 LO0301                          STATION DESCRIPTION
 LO0301
 LO0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0301'8.9 MI N FROM KAMAS.
 LO0301'8.9 MILES NORTH ALONG U.S. HIGHWAY 189 FROM THE POST OFFICE AT KAMAS,
 LO0301'7.45 MILES SOUTH OF WANSHIP, 0.4 MILE NORTH OF A L.D.S. CHURCH AT
 LO0301'PEOA, ACROSS THE HIGHWAY FROM PEOA CEMETERY, 28 FEET SOUTHWEST OF THE
 LO0301'CENTER LINE OF THE HIGHWAY, 4.0 FEET NORTHEAST OF A FENCE, 3.0 FEET
 LO0301'SOUTHEAST OF A POWER POLE, 2.4 FEET NORTHWEST OF A WITNESS POST, ABOUT
 LO0301'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 LO0301'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0229 ***********************************************************************
 LO0229  DESIGNATION -  Q 107
 LO0229  PID         -  LO0229
 LO0229  STATE/COUNTY-  UT/WASATCH
 LO0229  COUNTRY     -  US
 LO0229  USGS QUAD   -  HEBER CITY (2017)
 LO0229
 LO0229                         *CURRENT SURVEY CONTROL
 LO0229  ______________________________________________________________________
 LO0229* NAD 83(1986) POSITION- 40 36 05.     (N) 111 25 30.     (W)   SCALED
 LO0229* NAVD 88 ORTHO HEIGHT -  1798.048 (meters)     5899.10  (feet) ADJUSTED
 LO0229  ______________________________________________________________________
 LO0229  GEOID HEIGHT    -        -15.550 (meters)                     GEOID18
 LO0229  DYNAMIC HEIGHT  -       1796.398 (meters)     5893.68  (feet) COMP
 LO0229  MODELED GRAVITY -    979,644.0   (mgal)                       NAVD 88
 LO0229
 LO0229  VERT ORDER      -  SECOND    CLASS 0
 LO0229
 LO0229.The horizontal coordinates were scaled from a map and have
 LO0229.an estimated accuracy of +/- 6 seconds.
 LO0229
 LO0229.The orthometric height was determined by differential leveling and
 LO0229.adjusted by the NATIONAL GEODETIC SURVEY
 LO0229.in June 1991.
 LO0229
 LO0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0229.GEOID18 height accuracy estimate available here.
 LO0229
 LO0229.Click photographs - Photos may exist for this station.
 LO0229
 LO0229.The dynamic height is computed by dividing the NAVD 88
 LO0229.geopotential number by the normal gravity value computed on the
 LO0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0229.degrees latitude (g = 980.6199 gals.).
 LO0229
 LO0229.The modeled gravity was interpolated from observed gravity values.
 LO0229
 LO0229;                    North         East    Units  Estimated Accuracy
 LO0229;SPC UT C     - 2,251,810.      506,350.      MT  (+/- 180 meters Scaled)
 LO0229
 LO0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK640945(NAD 83)
 LO0229
 LO0229                          SUPERSEDED SURVEY CONTROL
 LO0229
 LO0229  NGVD 29 (??/??/92) 1796.828  (m)         5895.09   (f) ADJ UNCH    2 0
 LO0229
 LO0229.Superseded values are not recommended for survey control.
 LO0229
 LO0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0229.See file dsdata.pdf to determine how the superseded data were derived.
 LO0229
 LO0229_MARKER: DB = BENCH MARK DISK
 LO0229_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0229_SP_SET: CULVERT HEADWALL
 LO0229_STAMPING: Q 107 1962
 LO0229_MARK LOGO: CGS
 LO0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0229+STABILITY: SURFACE MOTION
 LO0229
 LO0229  HISTORY     - Date     Condition        Report By
 LO0229  HISTORY     - 1962     MONUMENTED       CGS
 LO0229  HISTORY     - 20141026 MARK NOT FOUND   GEOCAC
 LO0229
 LO0229                          STATION DESCRIPTION
 LO0229
 LO0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0229'6.8 MI N FROM HEBER.
 LO0229'6.8 MILES NORTH ALONG U.S. HIGHWAY 189 FROM THE POST OFFICE AT HEBER,
 LO0229'IN THE TOP AND 1.0 FOOT SOUTHWEST OF THE NORTHEAST END OF THE
 LO0229'NORTHWEST CONCRETE HEAD WALL OF A 48-INCH PIPE CULVERT, 35 FEET
 LO0229'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3 FEET LOWER THAN
 LO0229'THE HIGHWAY.
 LO0229
 LO0229                          STATION RECOVERY (2014)
 LO0229
 LO0229'RECOVERY NOTE BY GEOCACHING 2014 (BRB)
 LO0229'MARK NOT FOUND.
 LO0229'THE MARK IS NOW SUBMERGED BENEATH THE WATERS OF JORDANELLE RESERVOIR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0114 ***********************************************************************
 JN0114  DESIGNATION -  Q 11
 JN0114  PID         -  JN0114
 JN0114  STATE/COUNTY-  UT/EMERY
 JN0114  COUNTRY     -  US
 JN0114  USGS QUAD   -  OLD WOMAN WASH (2017)
 JN0114
 JN0114                         *CURRENT SURVEY CONTROL
 JN0114  ______________________________________________________________________
 JN0114* NAD 83(1986) POSITION- 38 41 47.93   (N) 110 33 18.67   (W)   HD_HELD1
 JN0114* NAVD 88 ORTHO HEIGHT -  1492.478 (meters)     4896.57  (feet) ADJUSTED
 JN0114  ______________________________________________________________________
 JN0114  GEOID HEIGHT    -        -19.411 (meters)                     GEOID18
 JN0114  DYNAMIC HEIGHT  -       1490.990 (meters)     4891.69  (feet) COMP
 JN0114  MODELED GRAVITY -    979,578.5   (mgal)                       NAVD 88
 JN0114
 JN0114  VERT ORDER      -  FIRST     CLASS II
 JN0114
 JN0114.The horizontal coordinates were determined by differentially corrected
 JN0114.hand held GPS observations or other comparable positioning techniques
 JN0114.and have an estimated accuracy of +/- 3 meters.
 JN0114
 JN0114.The orthometric height was determined by differential leveling and
 JN0114.adjusted by the NATIONAL GEODETIC SURVEY
 JN0114.in June 1991.
 JN0114
 JN0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0114.GEOID18 height accuracy estimate available here.
 JN0114
 JN0114.Click photographs - Photos may exist for this station.
 JN0114
 JN0114.The dynamic height is computed by dividing the NAVD 88
 JN0114.geopotential number by the normal gravity value computed on the
 JN0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0114.degrees latitude (g = 980.6199 gals.).
 JN0114
 JN0114.The modeled gravity was interpolated from observed gravity values.
 JN0114
 JN0114;                    North         East    Units  Estimated Accuracy
 JN0114;SPC UT C     - 2,040,770.8     582,200.4     MT  (+/- 3 meters HH1 GPS) 
 JN0114
 JN0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH3868183207(NAD 83)
 JN0114
 JN0114                          SUPERSEDED SURVEY CONTROL
 JN0114
 JN0114  NGVD 29 (??/??/92) 1491.440  (m)         4893.17   (f) ADJ UNCH    1 2
 JN0114
 JN0114.Superseded values are not recommended for survey control.
 JN0114
 JN0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0114.See file dsdata.pdf to determine how the superseded data were derived.
 JN0114
 JN0114_MARKER: DB = BENCH MARK DISK
 JN0114_SETTING: 66 = SET IN ROCK OUTCROP
 JN0114_STAMPING: Q 11 1921
 JN0114_MARK LOGO: CGS
 JN0114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0114+STABILITY: POSITION/ELEVATION WELL
 JN0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0114+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2020
 JN0114
 JN0114  HISTORY     - Date     Condition        Report By
 JN0114  HISTORY     - 1921     MONUMENTED       CGS
 JN0114  HISTORY     - 20200215 GOOD             INDIV
 JN0114
 JN0114                          STATION DESCRIPTION
 JN0114
 JN0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 JN0114'31.5 MI SW FROM GREEN RIVER.
 JN0114'31-1/2 MILES SOUTHWEST OF GREEN RIVER, EMERY COUNTY, 1-3/4 MILES WEST
 JN0114'OF LOST SPRING, ON THE OLD HANKSVILLE ROAD, 150 FEET SOUTH OF A LARGE
 JN0114'WASH, 85 FEET WEST OF THE ROAD, NEAR A PILE OF ROCKS, AND IN SOLID
 JN0114'ROCK.  A STANDARD DISK, STAMPED Q 11 1921.
 JN0114
 JN0114                          STATION RECOVERY (2020)
 JN0114
 JN0114'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 JN0114'HIGHWAY IN DESCRIPTION IS NOW A BLM ROAD HEADING SOUTH FROM LOST
 JN0114'SPRINGS.  THE WASH DESCRIBED IS IRON WASH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0039 ***********************************************************************
 JN0039  DESIGNATION -  Q 111
 JN0039  PID         -  JN0039
 JN0039  STATE/COUNTY-  UT/WAYNE
 JN0039  COUNTRY     -  US
 JN0039  USGS QUAD   -  HANKSVILLE (2017)
 JN0039
 JN0039                         *CURRENT SURVEY CONTROL
 JN0039  ______________________________________________________________________
 JN0039* NAD 83(1986) POSITION- 38 20 12.     (N) 110 40 02.     (W)   SCALED
 JN0039* NAVD 88 ORTHO HEIGHT -  1344.666 (meters)     4411.63  (feet) ADJUSTED
 JN0039  ______________________________________________________________________
 JN0039  GEOID HEIGHT    -        -20.351 (meters)                     GEOID18
 JN0039  DYNAMIC HEIGHT  -       1343.290 (meters)     4407.11  (feet) COMP
 JN0039  MODELED GRAVITY -    979,560.1   (mgal)                       NAVD 88
 JN0039
 JN0039  VERT ORDER      -  FIRST     CLASS II
 JN0039
 JN0039.The horizontal coordinates were scaled from a map and have
 JN0039.an estimated accuracy of +/- 6 seconds.
 JN0039
 JN0039.The orthometric height was determined by differential leveling and
 JN0039.adjusted by the NATIONAL GEODETIC SURVEY
 JN0039.in June 1991.
 JN0039
 JN0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0039.GEOID18 height accuracy estimate available here.
 JN0039
 JN0039.Click photographs - Photos may exist for this station.
 JN0039
 JN0039.The dynamic height is computed by dividing the NAVD 88
 JN0039.geopotential number by the normal gravity value computed on the
 JN0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0039.degrees latitude (g = 980.6199 gals.).
 JN0039
 JN0039.The modeled gravity was interpolated from observed gravity values.
 JN0039
 JN0039;                    North         East    Units  Estimated Accuracy
 JN0039;SPC UT S     - 3,185,670.      572,810.      MT  (+/- 180 meters Scaled)
 JN0039
 JN0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH290432(NAD 83)
 JN0039
 JN0039                          SUPERSEDED SURVEY CONTROL
 JN0039
 JN0039  NGVD 29 (??/??/92) 1343.63   (m)         4408.2    (f) COMPUTED    1 2
 JN0039
 JN0039.Superseded values are not recommended for survey control.
 JN0039
 JN0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0039.See file dsdata.pdf to determine how the superseded data were derived.
 JN0039
 JN0039_MARKER: DB = BENCH MARK DISK
 JN0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0039_STAMPING: Q 111 1958
 JN0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0039+STABILITY: SURFACE MOTION
 JN0039
 JN0039  HISTORY     - Date     Condition        Report By
 JN0039  HISTORY     - 1958     MONUMENTED       CGS
 JN0039
 JN0039                          STATION DESCRIPTION
 JN0039
 JN0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0039'3.85 MI SE FROM HANKSVILLE.
 JN0039'3.85 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE SCHOOL AT
 JN0039'HANKSVILLE, IN R11E T28S, 170 FEET WEST OF THE CENTER OF A CURVE TO
 JN0039'THE SOUTH, 45 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 123
 JN0039'FEET WEST OF THE CENTER OF THE SOUTH END OF A 6-FOOT PIPE CULVERT OVER
 JN0039'DRY VALLEY WASH, 2.8 FEET NORTHEAST OF A WITNESS POST, LEVEL WITH THE
 JN0039'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 JN0039'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0043 ***********************************************************************
 JN0043  DESIGNATION -  Q 112
 JN0043  PID         -  JN0043
 JN0043  STATE/COUNTY-  UT/WAYNE
 JN0043  COUNTRY     -  US
 JN0043  USGS QUAD   -  HANKSVILLE (2017)
 JN0043
 JN0043                         *CURRENT SURVEY CONTROL
 JN0043  ______________________________________________________________________
 JN0043* NAD 83(1986) POSITION- 38 16 57.     (N) 110 39 30.     (W)   SCALED
 JN0043* NAVD 88 ORTHO HEIGHT -  1414.022 (meters)     4639.17  (feet) ADJUSTED
 JN0043  ______________________________________________________________________
 JN0043  GEOID HEIGHT    -        -20.362 (meters)                     GEOID18
 JN0043  DYNAMIC HEIGHT  -       1412.559 (meters)     4634.37  (feet) COMP
 JN0043  MODELED GRAVITY -    979,545.2   (mgal)                       NAVD 88
 JN0043
 JN0043  VERT ORDER      -  FIRST     CLASS II
 JN0043
 JN0043.The horizontal coordinates were scaled from a map and have
 JN0043.an estimated accuracy of +/- 6 seconds.
 JN0043
 JN0043.The orthometric height was determined by differential leveling and
 JN0043.adjusted by the NATIONAL GEODETIC SURVEY
 JN0043.in June 1991.
 JN0043
 JN0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0043.GEOID18 height accuracy estimate available here.
 JN0043
 JN0043.Click photographs - Photos may exist for this station.
 JN0043
 JN0043.The dynamic height is computed by dividing the NAVD 88
 JN0043.geopotential number by the normal gravity value computed on the
 JN0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0043.degrees latitude (g = 980.6199 gals.).
 JN0043
 JN0043.The modeled gravity was interpolated from observed gravity values.
 JN0043
 JN0043;                    North         East    Units  Estimated Accuracy
 JN0043;SPC UT S     - 3,179,670.      573,640.      MT  (+/- 180 meters Scaled)
 JN0043
 JN0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH298372(NAD 83)
 JN0043
 JN0043                          SUPERSEDED SURVEY CONTROL
 JN0043
 JN0043  NGVD 29 (??/??/92) 1412.986  (m)         4635.77   (f) ADJ UNCH    1 2
 JN0043
 JN0043.Superseded values are not recommended for survey control.
 JN0043
 JN0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0043.See file dsdata.pdf to determine how the superseded data were derived.
 JN0043
 JN0043_MARKER: DB = BENCH MARK DISK
 JN0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0043_STAMPING: Q 112 1958
 JN0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0043+STABILITY: SURFACE MOTION
 JN0043
 JN0043  HISTORY     - Date     Condition        Report By
 JN0043  HISTORY     - 1958     MONUMENTED       CGS
 JN0043
 JN0043                          STATION DESCRIPTION
 JN0043
 JN0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0043'7.95 MI SE FROM HANKSVILLE.
 JN0043'7.95 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE SCHOOL AT
 JN0043'HANKSVILLE, IN R11E T29S S13, 85 FEET NORTHEAST OF THE CENTER OF THE
 JN0043'INTERSECTION OF AN EAST-WEST TRACK ROAD, 64 FEET EAST OF THE CENTER
 JN0043'LINE OF THE HIGHWAY, 57 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.6
 JN0043'FEET WEST OF A WITNESS POST, 1 1/2 FEET HIGHER THAN THE HIGHWAY, LEVEL
 JN0043'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 JN0043'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0075 ***********************************************************************
 JN0075  DESIGNATION -  Q 113 RESET
 JN0075  PID         -  JN0075
 JN0075  STATE/COUNTY-  UT/GARFIELD
 JN0075  COUNTRY     -  US
 JN0075  USGS QUAD   -  TURKEY KNOB (2017)
 JN0075
 JN0075                         *CURRENT SURVEY CONTROL
 JN0075  ______________________________________________________________________
 JN0075* NAD 83(1986) POSITION- 38 01 25.     (N) 110 34 03.     (W)   SCALED
 JN0075* NAVD 88 ORTHO HEIGHT -  1395.37  (+/-2cm)     4578.0   (feet) VERTCON3
 JN0075  ______________________________________________________________________
 JN0075  GEOID HEIGHT    -        -20.438 (meters)                     GEOID18
 JN0075  VERT ORDER      -  THIRD (See Below)
 JN0075
 JN0075.The horizontal coordinates were scaled from a map and have
 JN0075.an estimated accuracy of +/- 6 seconds.
 JN0075
 JN0075.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0075
 JN0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0075.GEOID18 height accuracy estimate available here.
 JN0075
 JN0075.The vertical order pertains to the NGVD 29 superseded value.
 JN0075
 JN0075.Click photographs - Photos may exist for this station.
 JN0075
 JN0075;                    North         East    Units  Estimated Accuracy
 JN0075;SPC UT S     - 3,151,010.      581,870.      MT  (+/- 180 meters Scaled)
 JN0075
 JN0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH379085(NAD 83)
 JN0075
 JN0075                          SUPERSEDED SURVEY CONTROL
 JN0075
 JN0075  NGVD 29 (??/??/??) 1394.35   (m)         4574.6    (f) RESET       3  
 JN0075
 JN0075.Superseded values are not recommended for survey control.
 JN0075
 JN0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0075.See file dsdata.pdf to determine how the superseded data were derived.
 JN0075
 JN0075_MARKER: DB = BENCH MARK DISK
 JN0075_SETTING: 66 = SET IN ROCK OUTCROP
 JN0075_STAMPING: Q 113 RESET 1968
 JN0075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0075+STABILITY: POSITION/ELEVATION WELL
 JN0075
 JN0075  HISTORY     - Date     Condition        Report By
 JN0075  HISTORY     - 1968     MONUMENTED       CGS
 JN0075
 JN0075                          STATION DESCRIPTION
 JN0075
 JN0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 JN0075'27.5 MI SE FROM HANKSVILLE.
 JN0075'ABOUT 27.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE UTAH
 JN0075'DEPARTMENT OF HIGHWAYS MAINTENANCE SHED AT HANKSVILLE, IN SECTION 15,
 JN0075'T 32 S, R 12 E, 118 FEET SOUTH OF HIGHWAY STATION 59 + 15 WHICH IS
 JN0075'1242 FEET EASTERLY FROM THE INTERSECTION OF STATE HIGHWAYS 95 AND 276,
 JN0075'SET IN A SANDSTONE LEDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0027 ***********************************************************************
 HN0027  DESIGNATION -  Q 114
 HN0027  PID         -  HN0027
 HN0027  STATE/COUNTY-  UT/SAN JUAN
 HN0027  COUNTRY     -  US
 HN0027  USGS QUAD   -  COPPER POINT (2017)
 HN0027
 HN0027                         *CURRENT SURVEY CONTROL
 HN0027  ______________________________________________________________________
 HN0027* NAD 83(1986) POSITION- 37 49 28.     (N) 110 22 08.     (W)   SCALED
 HN0027* NAVD 88 ORTHO HEIGHT -  1224.273 (meters)     4016.64  (feet) ADJUSTED
 HN0027  ______________________________________________________________________
 HN0027  GEOID HEIGHT    -        -21.161 (meters)                     GEOID18
 HN0027  DYNAMIC HEIGHT  -       1222.988 (meters)     4012.42  (feet) COMP
 HN0027  MODELED GRAVITY -    979,539.0   (mgal)                       NAVD 88
 HN0027
 HN0027  VERT ORDER      -  FIRST     CLASS II
 HN0027
 HN0027.The horizontal coordinates were scaled from a map and have
 HN0027.an estimated accuracy of +/- 6 seconds.
 HN0027
 HN0027.The orthometric height was determined by differential leveling and
 HN0027.adjusted by the NATIONAL GEODETIC SURVEY
 HN0027.in June 1991.
 HN0027
 HN0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0027.GEOID18 height accuracy estimate available here.
 HN0027
 HN0027.Click photographs - Photos may exist for this station.
 HN0027
 HN0027.The dynamic height is computed by dividing the NAVD 88
 HN0027.geopotential number by the normal gravity value computed on the
 HN0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0027.degrees latitude (g = 980.6199 gals.).
 HN0027
 HN0027.The modeled gravity was interpolated from observed gravity values.
 HN0027
 HN0027;                    North         East    Units  Estimated Accuracy
 HN0027;SPC UT S     - 3,129,100.      599,580.      MT  (+/- 180 meters Scaled)
 HN0027
 HN0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG555865(NAD 83)
 HN0027
 HN0027                          SUPERSEDED SURVEY CONTROL
 HN0027
 HN0027  NGVD 29 (??/??/92) 1223.298  (m)         4013.44   (f) ADJ UNCH    1 2
 HN0027
 HN0027.Superseded values are not recommended for survey control.
 HN0027
 HN0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0027.See file dsdata.pdf to determine how the superseded data were derived.
 HN0027
 HN0027_MARKER: DB = BENCH MARK DISK
 HN0027_SETTING: 66 = SET IN ROCK OUTCROP
 HN0027_STAMPING: Q 114 1958
 HN0027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0027+STABILITY: POSITION/ELEVATION WELL
 HN0027
 HN0027  HISTORY     - Date     Condition        Report By
 HN0027  HISTORY     - 1958     MONUMENTED       CGS
 HN0027  HISTORY     - 1982     GOOD             USGS
 HN0027  HISTORY     - 1982     GOOD             USGS
 HN0027
 HN0027                          STATION DESCRIPTION
 HN0027
 HN0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0027'22.6 MI NW FROM FRY CANYON.
 HN0027'ABOUT 22.6 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0027'AT FRY CANYON, 0.15 MILE EAST OF A SHARP CURVE AROUND THE NORTHWEST
 HN0027'END OF A ROCKY RIDGE, 104 YARDS EAST OF THE CENTER OF THE CROSSING OF
 HN0027'A NORTHWEST-SOUTHEAST WASH, 105 FEET NORTHEAST OF THE CENTER OF THE
 HN0027'WASH, 55 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 15 FEET SOUTH
 HN0027'OF A SMALL SCRUB TREE, IN THE TOP AND 3 FEET SOUTH OF THE NORTH EDGE
 HN0027'OF AN OUTCROPPING OF BEDROCK, 3 FEET SOUTHWEST OF A WITNESS POST AND 3
 HN0027'FEET HIGHER THAN THE HIGHWAY.
 HN0027
 HN0027                          STATION RECOVERY (1982)
 HN0027
 HN0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0027'ABOUT 18.9 MILES NORTH ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0027'FRY CANYON TO JCT WITH A TRACK ROAD SOUTH (FARLEY CANYON ROAD),
 HN0027'THENCE 0.45 MI. ALONG FARLEY CANYON RD., 55 FEET SOUTH OF THE
 HN0027'CENTERLINE OF THE ROAD, 3 FEET SOUTH OF THE NORTH OF AN OUT CROPPING
 HN0027'OF BEDROCK 3 FEET SOUTHWEST OF A WITNESS POST.
 HN0027
 HN0027                          STATION RECOVERY (1982)
 HN0027
 HN0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0027'ABOUT 18.9 MILES NORTH ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0027'FRY CANYON TO JCT WITH A TRACK ROAD SOUTH (FARLEY CANYON ROAD),
 HN0027'THENCE 0.45 MI. ALONG FARLEY CANYON RD., 55 FEET SOUTH OF THE
 HN0027'CENTERLINE OF THE ROAD, 3 FEET SOUTH OF THE NORTH OF AN OUT CROPPING
 HN0027'OF BEDROCK 3 FEET SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0054 ***********************************************************************
 HN0054  DESIGNATION -  Q 115
 HN0054  PID         -  HN0054
 HN0054  STATE/COUNTY-  UT/SAN JUAN
 HN0054  COUNTRY     -  US
 HN0054  USGS QUAD   -  JACOBS CHAIR (2017)
 HN0054
 HN0054                         *CURRENT SURVEY CONTROL
 HN0054  ______________________________________________________________________
 HN0054* NAD 83(1986) POSITION- 37 38 29.     (N) 110 09 47.     (W)   SCALED
 HN0054* NAVD 88 ORTHO HEIGHT -  1613.843 (meters)     5294.75  (feet) ADJUSTED
 HN0054  ______________________________________________________________________
 HN0054  GEOID HEIGHT    -        -20.365 (meters)                     GEOID18
 HN0054  DYNAMIC HEIGHT  -       1612.040 (meters)     5288.83  (feet) COMP
 HN0054  MODELED GRAVITY -    979,456.0   (mgal)                       NAVD 88
 HN0054
 HN0054  VERT ORDER      -  FIRST     CLASS II
 HN0054
 HN0054.The horizontal coordinates were scaled from a map and have
 HN0054.an estimated accuracy of +/- 6 seconds.
 HN0054
 HN0054.The orthometric height was determined by differential leveling and
 HN0054.adjusted by the NATIONAL GEODETIC SURVEY
 HN0054.in June 1991.
 HN0054
 HN0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0054.GEOID18 height accuracy estimate available here.
 HN0054
 HN0054.Click photographs - Photos may exist for this station.
 HN0054
 HN0054.The dynamic height is computed by dividing the NAVD 88
 HN0054.geopotential number by the normal gravity value computed on the
 HN0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0054.degrees latitude (g = 980.6199 gals.).
 HN0054
 HN0054.The modeled gravity was interpolated from observed gravity values.
 HN0054
 HN0054;                    North         East    Units  Estimated Accuracy
 HN0054;SPC UT S     - 3,109,020.      617,990.      MT  (+/- 180 meters Scaled)
 HN0054
 HN0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG738663(NAD 83)
 HN0054
 HN0054                          SUPERSEDED SURVEY CONTROL
 HN0054
 HN0054  NGVD 29 (??/??/92) 1612.826  (m)         5291.41   (f) ADJ UNCH    1 2
 HN0054
 HN0054.Superseded values are not recommended for survey control.
 HN0054
 HN0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0054.See file dsdata.pdf to determine how the superseded data were derived.
 HN0054
 HN0054_MARKER: DB = BENCH MARK DISK
 HN0054_SETTING: 66 = SET IN ROCK OUTCROP
 HN0054_STAMPING: Q 115 1958
 HN0054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0054+STABILITY: POSITION/ELEVATION WELL
 HN0054
 HN0054  HISTORY     - Date     Condition        Report By
 HN0054  HISTORY     - 1958     MONUMENTED       CGS
 HN0054
 HN0054                          STATION DESCRIPTION
 HN0054
 HN0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0054'0.7 MI NW FROM FRY CANYON.
 HN0054'ABOUT 0.7 MILE NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0054'AT FRY CANYON, AT THE CROSSING OF A WASH, ABOUT 275 YARDS SOUTHWEST OF
 HN0054'THE SOUTHEAST END OF THE FRY CANYON AIRSTRIP, IN THE TOP OF A 6 X
 HN0054'10-FOOT FLAT SANDSTONE OUTCROP, 75 FEET EAST OF THE NORTHEAST END OF A
 HN0054'36-INCH PIPE CULVERT, 50 FEET NORTHEAST OF THE CENTER LINE OF THE
 HN0054'HIGHWAY, 1 1/2 FEET NORTHWEST OF A CAIRN AND ABOUT 5 FEET LOWER THAN
 HN0054'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0280 ***********************************************************************
 HM0280  DESIGNATION -  Q 116
 HM0280  PID         -  HM0280
 HM0280  STATE/COUNTY-  UT/SAN JUAN
 HM0280  COUNTRY     -  US
 HM0280  USGS QUAD   -  SOUTH LONG POINT (2017)
 HM0280
 HM0280                         *CURRENT SURVEY CONTROL
 HM0280  ______________________________________________________________________
 HM0280* NAD 83(1986) POSITION- 37 33 47.     (N) 109 51 19.     (W)   SCALED
 HM0280* NAVD 88 ORTHO HEIGHT -  2079.613 (meters)     6822.86  (feet) ADJUSTED
 HM0280  ______________________________________________________________________
 HM0280  GEOID HEIGHT    -        -19.566 (meters)                     GEOID18
 HM0280  DYNAMIC HEIGHT  -       2077.121 (meters)     6814.69  (feet) COMP
 HM0280  MODELED GRAVITY -    979,356.5   (mgal)                       NAVD 88
 HM0280
 HM0280  VERT ORDER      -  FIRST     CLASS II
 HM0280
 HM0280.The horizontal coordinates were scaled from a map and have
 HM0280.an estimated accuracy of +/- 6 seconds.
 HM0280
 HM0280.The orthometric height was determined by differential leveling and
 HM0280.adjusted by the NATIONAL GEODETIC SURVEY
 HM0280.in June 1991.
 HM0280
 HM0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0280.GEOID18 height accuracy estimate available here.
 HM0280
 HM0280.Click photographs - Photos may exist for this station.
 HM0280
 HM0280.The dynamic height is computed by dividing the NAVD 88
 HM0280.geopotential number by the normal gravity value computed on the
 HM0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0280.degrees latitude (g = 980.6199 gals.).
 HM0280
 HM0280.The modeled gravity was interpolated from observed gravity values.
 HM0280
 HM0280;                    North         East    Units  Estimated Accuracy
 HM0280;SPC UT S     - 3,100,760.      645,300.      MT  (+/- 180 meters Scaled)
 HM0280
 HM0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG010579(NAD 83)
 HM0280
 HM0280                          SUPERSEDED SURVEY CONTROL
 HM0280
 HM0280  NGVD 29 (??/??/92) 2078.494  (m)         6819.19   (f) ADJ UNCH    1 2
 HM0280
 HM0280.Superseded values are not recommended for survey control.
 HM0280
 HM0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0280.See file dsdata.pdf to determine how the superseded data were derived.
 HM0280
 HM0280_MARKER: DB = BENCH MARK DISK
 HM0280_SETTING: 66 = SET IN ROCK OUTCROP
 HM0280_STAMPING: Q 116 1958
 HM0280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0280+STABILITY: POSITION/ELEVATION WELL
 HM0280
 HM0280  HISTORY     - Date     Condition        Report By
 HM0280  HISTORY     - 1958     MONUMENTED       CGS
 HM0280  HISTORY     - 1959     GOOD             CGS
 HM0280  HISTORY     - 1979     GOOD             USGS
 HM0280  HISTORY     - 1979     GOOD             USGS
 HM0280
 HM0280                          STATION DESCRIPTION
 HM0280
 HM0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0280'24.75 MI SE FROM FRY CANYON.
 HM0280'ABOUT 24.75 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST
 HM0280'OFFICE AT FRY CANYON, 0.4 MILE EAST OF THE JUNCTION OF A DIRT ROAD
 HM0280'SOUTH, IN THE TOP OF A SANDSTONE OUTCROP, 43 FEET EAST OF THE CENTER
 HM0280'OF THE CROSSING OF THE SOUTH FORK OF FISH CREEK, 30 FEET
 HM0280'NORTH-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 14.5 FEET WEST OF A
 HM0280'WITNESS POST, 3 FEET SOUTH OF A CAIRN AND ABOUT 2 FEET ABOVE THE
 HM0280'HIGHWAY.
 HM0280
 HM0280                          STATION RECOVERY (1979)
 HM0280
 HM0280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0280'ABOUT 4.3 MILES S. ALONG ST. HIGHWAY 163, THENCE 28.0 MILES WEST
 HM0280'ALONG STATE HIGHWAY 95 TO SIDE ROAD LEFT, TURN LEFT AND GO 0.1 MI. TO
 HM0280'A CROSS ROAD. TURN LEFT AND GO EAST 0.4 MILE ALNG OLD ROAD IN THE TOP
 HM0280'OF A SANDSTONE OUTCORP, 43 FEET EAST OF THE CROSSING OF THE SOUTH
 HM0280'FORK OF FISH CREEK, 30 FEET NORTH-NORTH- EAST OF THE ROAD CENTERLINE,
 HM0280'14 FEET WEST OF A WITNESS POST ABOUT 1 FOOT LOWER THAN THE ROAD, A
 HM0280'STANDARD DISK.
 HM0280
 HM0280                          STATION RECOVERY (1979)
 HM0280
 HM0280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0280'ABOUT 4.3 MILES S. ALONG ST. HIGHWAY 163, THENCE 28.0 MILES WEST
 HM0280'ALONG STATE HIGHWAY 95 TO SIDE ROAD LEFT, TURN LEFT AND GO 0.1 MI. TO
 HM0280'A CROSS ROAD. TURN LEFT AND GO EAST 0.4 MILE ALNG OLD ROAD IN THE TOP
 HM0280'OF A SANDSTONE OUTCORP, 43 FEET EAST OF THE CROSSING OF THE SOUTH
 HM0280'FORK OF FISH CREEK, 30 FEET NORTH-NORTH- EAST OF THE ROAD CENTERLINE,
 HM0280'14 FEET WEST OF A WITNESS POST ABOUT 1 FOOT LOWER THAN THE ROAD, A
 HM0280'STANDARD DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0304 ***********************************************************************
 HM0304  DESIGNATION -  Q 117
 HM0304  PID         -  HM0304
 HM0304  STATE/COUNTY-  UT/SAN JUAN
 HM0304  COUNTRY     -  US
 HM0304  USGS QUAD   -  HOTEL ROCK (2017)
 HM0304
 HM0304                         *CURRENT SURVEY CONTROL
 HM0304  ______________________________________________________________________
 HM0304* NAD 83(1986) POSITION- 37 34 51.     (N) 109 38 30.     (W)   SCALED
 HM0304* NAVD 88 ORTHO HEIGHT -  1775.385 (meters)     5824.74  (feet) ADJUSTED
 HM0304  ______________________________________________________________________
 HM0304  GEOID HEIGHT    -        -19.785 (meters)                     GEOID18
 HM0304  DYNAMIC HEIGHT  -       1773.330 (meters)     5818.00  (feet) COMP
 HM0304  MODELED GRAVITY -    979,409.4   (mgal)                       NAVD 88
 HM0304
 HM0304  VERT ORDER      -  FIRST     CLASS II
 HM0304
 HM0304.The horizontal coordinates were scaled from a map and have
 HM0304.an estimated accuracy of +/- 6 seconds.
 HM0304
 HM0304.The orthometric height was determined by differential leveling and
 HM0304.adjusted by the NATIONAL GEODETIC SURVEY
 HM0304.in June 1991.
 HM0304
 HM0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0304.GEOID18 height accuracy estimate available here.
 HM0304
 HM0304.Click photographs - Photos may exist for this station.
 HM0304
 HM0304.The dynamic height is computed by dividing the NAVD 88
 HM0304.geopotential number by the normal gravity value computed on the
 HM0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0304.degrees latitude (g = 980.6199 gals.).
 HM0304
 HM0304.The modeled gravity was interpolated from observed gravity values.
 HM0304
 HM0304;                    North         East    Units  Estimated Accuracy
 HM0304;SPC UT S     - 3,103,090.      664,130.      MT  (+/- 180 meters Scaled)
 HM0304
 HM0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG199601(NAD 83)
 HM0304
 HM0304                          SUPERSEDED SURVEY CONTROL
 HM0304
 HM0304  NGVD 29 (??/??/92) 1774.339  (m)         5821.31   (f) ADJ UNCH    1 2
 HM0304
 HM0304.Superseded values are not recommended for survey control.
 HM0304
 HM0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0304.See file dsdata.pdf to determine how the superseded data were derived.
 HM0304
 HM0304_MARKER: DB = BENCH MARK DISK
 HM0304_SETTING: 66 = SET IN ROCK OUTCROP
 HM0304_STAMPING: Q 117 1958
 HM0304_MARK LOGO: CGS
 HM0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0304+STABILITY: POSITION/ELEVATION WELL
 HM0304
 HM0304  HISTORY     - Date     Condition        Report By
 HM0304  HISTORY     - 1958     MONUMENTED       CGS
 HM0304  HISTORY     - 1959     GOOD             CGS
 HM0304  HISTORY     - 1979     GOOD             USGS
 HM0304  HISTORY     - 1979     GOOD             USGS
 HM0304
 HM0304                          STATION DESCRIPTION
 HM0304
 HM0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0304'14.3 MI SW FROM BLANDING.
 HM0304'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0304'BLANDING, THENCE 10.4 MILES WEST ALONG STATE HIGHWAY 95, 0.1 MILE
 HM0304'NORTHWEST OF THE JUNCTION OF A ROAD NORTH TO AN EXCAVATED AREA, 180
 HM0304'FEET EAST-NORTHEAST OF THE JUNCTION OF A DIRT ROAD EAST, IN THE TOP OF
 HM0304'A MASSIVE ROUND SMOOTH SANDSTONE OUTCROP, 75 FEET NORTHEAST OF THE
 HM0304'CENTER LINE OF THE HIGHWAY, 55 FEET SOUTH OF THE CENTER LINE OF THE
 HM0304'ROAD, 3 FEET SOUTHEAST OF A CAIRN, 3 FEET NORTHEAST OF A WITNESS POST
 HM0304'AND ABOUT 12 FEET HIGHER THAN THE HIGHWAY.
 HM0304
 HM0304                          STATION RECOVERY (1979)
 HM0304
 HM0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0304'4.0 MILE SOUTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0304'BLANDING THENCE 6.35 MILES WEST ALONG STATE HIGHWAY 95 TO A ROAD
 HM0304'JUNCTION NORTH, THENCE 1.0 MILE NORTH TO A Y ROAD WEST, THENCE 3.05
 HM0304'MILES WEST ALONG DIRT ROAD, 0.1 MILE NORTH- WEST OF A ROAD NORTH TO
 HM0304'AN EXCAVATED AREA, IN THE TOP OF A MASSIVE ROUND SMOOTH SANDSTONE
 HM0304'OUTCROP, 75 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 12 FEET
 HM0304'HIGHER THAN THE ROAD.
 HM0304
 HM0304                          STATION RECOVERY (1979)
 HM0304
 HM0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0304'4.0 MILE SOUTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0304'BLANDING THENCE 6.35 MILES WEST ALONG STATE HIGHWAY 95 TO A ROAD
 HM0304'JUNCTION NORTH, THENCE 1.0 MILE NORTH TO A Y ROAD WEST, THENCE 3.05
 HM0304'MILES WEST ALONG DIRT ROAD, 0.1 MILE NORTH- WEST OF A ROAD NORTH TO
 HM0304'AN EXCAVATED AREA, IN THE TOP OF A MASSIVE ROUND SMOOTH SANDSTONE
 HM0304'OUTCROP, 75 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 12 FEET
 HM0304'HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0346 ***********************************************************************
 HN0346  DESIGNATION -  Q 12
 HN0346  PID         -  HN0346
 HN0346  STATE/COUNTY-  UT/GARFIELD
 HN0346  COUNTRY     -  US
 HN0346  USGS QUAD   -  THE POST (2017)
 HN0346
 HN0346                         *CURRENT SURVEY CONTROL
 HN0346  ______________________________________________________________________
 HN0346* NAD 83(1986) POSITION- 37 50 37.     (N) 110 59 47.     (W)   SCALED
 HN0346* NAVD 88 ORTHO HEIGHT -  1502.059 (meters)     4928.01  (feet) POSTED
 HN0346  ______________________________________________________________________
 HN0346  GEOID HEIGHT    -        -20.703 (meters)                     GEOID18
 HN0346  DYNAMIC HEIGHT  -       1500.40  (meters)     4922.6   (feet) COMP
 HN0346  MODELED GRAVITY -    979,470.2   (mgal)                       NAVD 88
 HN0346
 HN0346  VERT ORDER      -  * POSTED, SEE BELOW
 HN0346
 HN0346.The horizontal coordinates were scaled from a map and have
 HN0346.an estimated accuracy of +/- 6 seconds.
 HN0346
 HN0346.The orthometric height was determined by differential leveling
 HN0346.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0346
 HN0346.* This is a POSTED BENCH MARK height.
 HN0346
 HN0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0346.GEOID18 height accuracy estimate available here.
 HN0346
 HN0346.Click photographs - Photos may exist for this station.
 HN0346
 HN0346.The dynamic height is computed by dividing the NAVD 88
 HN0346.geopotential number by the normal gravity value computed on the
 HN0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0346.degrees latitude (g = 980.6199 gals.).
 HN0346
 HN0346.The modeled gravity was interpolated from observed gravity values.
 HN0346
 HN0346;                    North         East    Units  Estimated Accuracy
 HN0346;SPC UT S     - 3,130,740.      544,330.      MT  (+/- 180 meters Scaled)
 HN0346
 HN0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG003884(NAD 83)
 HN0346
 HN0346                          SUPERSEDED SURVEY CONTROL
 HN0346
 HN0346  NGVD 29 (??/??/92) 1500.925  (m)         4924.28   (f) ADJ UNCH    1 2
 HN0346
 HN0346.Superseded values are not recommended for survey control.
 HN0346
 HN0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0346.See file dsdata.pdf to determine how the superseded data were derived.
 HN0346
 HN0346_MARKER: DB = BENCH MARK DISK
 HN0346_SETTING: 66 = SET IN ROCK OUTCROP
 HN0346_STAMPING: Q 12 1921
 HN0346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0346+STABILITY: POSITION/ELEVATION WELL
 HN0346
 HN0346  HISTORY     - Date     Condition        Report By
 HN0346  HISTORY     - 1921     MONUMENTED       CGS
 HN0346  HISTORY     - 1953     MARK NOT FOUND   USGS
 HN0346
 HN0346                          STATION DESCRIPTION
 HN0346
 HN0346'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0346'18.0 MI S FROM BOWNS RANCH.
 HN0346'18 MILES SOUTH ALONG THE HALLS CROSSING, ROAD FROM BOWNS RANCH,
 HN0346'GARFIELD COUNTY, 1-1/2 MILES SOUTH OF THE POINT WHERE THE ROAD PASSES
 HN0346'THROUGH OYSTER SHELL REEF, 110 FEET EAST OF THE ROAD, 29 FEET EAST OF
 HN0346'A CAIRN, AND IN ROCK.  A STANDARD DISK, STAMPED Q 12 1921.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0279 ***********************************************************************
 HO0279  DESIGNATION -  Q 123
 HO0279  PID         -  HO0279
 HO0279  STATE/COUNTY-  UT/WASHINGTON
 HO0279  COUNTRY     -  US
 HO0279  USGS QUAD   -  CENTRAL WEST (2017)
 HO0279
 HO0279                         *CURRENT SURVEY CONTROL
 HO0279  ______________________________________________________________________
 HO0279* NAD 83(1986) POSITION- 37 25 58.     (N) 113 37 43.     (W)   SCALED
 HO0279* NAVD 88 ORTHO HEIGHT -  1630.398 (meters)     5349.06  (feet) ADJUSTED
 HO0279  ______________________________________________________________________
 HO0279  GEOID HEIGHT    -        -23.321 (meters)                     GEOID18
 HO0279  DYNAMIC HEIGHT  -       1628.515 (meters)     5342.89  (feet) COMP
 HO0279  MODELED GRAVITY -    979,418.5   (mgal)                       NAVD 88
 HO0279
 HO0279  VERT ORDER      -  SECOND    CLASS 0
 HO0279
 HO0279.The horizontal coordinates were scaled from a map and have
 HO0279.an estimated accuracy of +/- 6 seconds.
 HO0279
 HO0279.The orthometric height was determined by differential leveling and
 HO0279.adjusted by the NATIONAL GEODETIC SURVEY
 HO0279.in June 1991.
 HO0279
 HO0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0279.GEOID18 height accuracy estimate available here.
 HO0279
 HO0279.Click photographs - Photos may exist for this station.
 HO0279
 HO0279.The dynamic height is computed by dividing the NAVD 88
 HO0279.geopotential number by the normal gravity value computed on the
 HO0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0279.degrees latitude (g = 980.6199 gals.).
 HO0279
 HO0279.The modeled gravity was interpolated from observed gravity values.
 HO0279
 HO0279;                    North         East    Units  Estimated Accuracy
 HO0279;SPC UT S     - 3,087,170.      311,630.      MT  (+/- 180 meters Scaled)
 HO0279
 HO0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG674461(NAD 83)
 HO0279
 HO0279                          SUPERSEDED SURVEY CONTROL
 HO0279
 HO0279  NGVD 29 (??/??/92) 1629.301  (m)         5345.47   (f) ADJ UNCH    2 0
 HO0279
 HO0279.Superseded values are not recommended for survey control.
 HO0279
 HO0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0279.See file dsdata.pdf to determine how the superseded data were derived.
 HO0279
 HO0279_MARKER: DB = BENCH MARK DISK
 HO0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0279_STAMPING: Q 123 1934
 HO0279_MARK LOGO: CGS
 HO0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0279+STABILITY: SURFACE MOTION
 HO0279
 HO0279  HISTORY     - Date     Condition        Report By
 HO0279  HISTORY     - 1934     MONUMENTED       CGS
 HO0279  HISTORY     - 1972     GOOD             USFS
 HO0279
 HO0279                          STATION DESCRIPTION
 HO0279
 HO0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0279'14.2 MI S FROM ENTERPRISE.
 HO0279'14.2 MILES SOUTH ALONG THE 1934 ROUTE OF STATE HIGHWAY 18 FROM
 HO0279'ENTERPRISE, WASHINGTON COUNTY, 0.6 MILE NORTH OF A SOUTHERN-BOUNDARY
 HO0279'MARKER OF THE DIXIE NATIONAL FOREST, 100 FEET NORTH OF AN S-CURVE IN
 HO0279'THE OLD HIGHWAY, 150 FEET EAST OF A TELEPHONE LINE, AND 21 FEET EAST
 HO0279'OF THE CENTERLINE OF THE OLD HIGHWAY.  A STANDARD DISK, STAMPED Q 123
 HO0279'1934 AND SET IN THE TOP OF A CONCRETE POST.
 HO0279
 HO0279                          STATION RECOVERY (1972)
 HO0279
 HO0279'RECOVERY NOTE BY US FOREST SERVICE 1972
 HO0279'1.1 MILE NORTH ALONG STATE HIGHWAY 18 FROM THE INTERSECTION OF STATE
 HO0279'HWY. 18 AND THE PINE VALLEY ROAD EAST, IN WASHINGTON COUNTY, 75 FEET
 HO0279'EAST OF CENTERLINE OF HIGHWAY AND 21 FEET EAST OF CENTERLINE OF OLD
 HO0279'1934 HIGHWAY TRACK. A STANDARD DISK, STAMPED Q 123 1934 AND SET IN
 HO0279'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0448 ***********************************************************************
 MR0448  DESIGNATION -  Q 125
 MR0448  PID         -  MR0448
 MR0448  STATE/COUNTY-  UT/CACHE
 MR0448  COUNTRY     -  US
 MR0448  USGS QUAD   -  LOGAN (2017)
 MR0448
 MR0448                         *CURRENT SURVEY CONTROL
 MR0448  ______________________________________________________________________
 MR0448* NAD 83(1986) POSITION- 41 44 05.     (N) 111 49 57.     (W)   SCALED
 MR0448* NAVD 88 ORTHO HEIGHT -  1384.930 (meters)     4543.72  (feet) ADJUSTED
 MR0448  ______________________________________________________________________
 MR0448  GEOID HEIGHT    -        -15.551 (meters)                     GEOID18
 MR0448  DYNAMIC HEIGHT  -       1383.898 (meters)     4540.34  (feet) COMP
 MR0448  MODELED GRAVITY -    979,830.6   (mgal)                       NAVD 88
 MR0448
 MR0448  VERT ORDER      -  SECOND    CLASS 0
 MR0448
 MR0448.The horizontal coordinates were scaled from a map and have
 MR0448.an estimated accuracy of +/- 6 seconds.
 MR0448
 MR0448.The orthometric height was determined by differential leveling and
 MR0448.adjusted by the NATIONAL GEODETIC SURVEY
 MR0448.in June 1991.
 MR0448
 MR0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0448.GEOID18 height accuracy estimate available here.
 MR0448
 MR0448.Click photographs - Photos may exist for this station.
 MR0448
 MR0448.The dynamic height is computed by dividing the NAVD 88
 MR0448.geopotential number by the normal gravity value computed on the
 MR0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0448.degrees latitude (g = 980.6199 gals.).
 MR0448
 MR0448.The modeled gravity was interpolated from observed gravity values.
 MR0448
 MR0448;                    North         East    Units  Estimated Accuracy
 MR0448;SPC UT N     - 1,155,680.      472,340.      MT  (+/- 180 meters Scaled)
 MR0448
 MR0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM307206(NAD 83)
 MR0448
 MR0448                          SUPERSEDED SURVEY CONTROL
 MR0448
 MR0448  NGVD 29 (??/??/92) 1383.851  (m)         4540.18   (f) ADJ UNCH    2 0
 MR0448
 MR0448.Superseded values are not recommended for survey control.
 MR0448
 MR0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0448.See file dsdata.pdf to determine how the superseded data were derived.
 MR0448
 MR0448_MARKER: DB = BENCH MARK DISK
 MR0448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0448_SP_SET: STEP
 MR0448_STAMPING: Q 125 1934
 MR0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0448
 MR0448  HISTORY     - Date     Condition        Report By
 MR0448  HISTORY     - 1934     MONUMENTED       CGS
 MR0448  HISTORY     - 1963     GOOD             USGS
 MR0448
 MR0448                          STATION DESCRIPTION
 MR0448
 MR0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0448'IN LOGAN.
 MR0448'AT LOGAN, CACHE COUNTY, IN THE NORTH SIDE WALL OF THE STEPS TO THE
 MR0448'MAIN ENTRANCE TO THE JUNIOR HIGH SCHOOL, ABOUT 70 FEET WEST OF THE
 MR0448'CENTER LINE OF FIRST STREET EAST, ABOUT 55 FEET SOUTH OF THE NORTHEAST
 MR0448'CORNER OF THE BUILDING, 8 FEET NORTH OF THE CENTER LINE OF THE MAIN
 MR0448'ENTRANCE, 4 FEET WEST OF A LAMP-POST NORTH OF THE ENTRANCE, AND 1.3
 MR0448'FEET EAST OF THE BASE OF A COLUMN.  A STANDARD DISK, STAMPED Q 125
 MR0448'1934.
 MR0448
 MR0448                          STATION RECOVERY (1963)
 MR0448
 MR0448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MR0448'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0255 ***********************************************************************
 MR0255  DESIGNATION -  Q 126
 MR0255  PID         -  MR0255
 MR0255  STATE/COUNTY-  UT/RICH
 MR0255  COUNTRY     -  US
 MR0255  USGS QUAD   -  LAKETOWN (2017)
 MR0255
 MR0255                         *CURRENT SURVEY CONTROL
 MR0255  ______________________________________________________________________
 MR0255* NAD 83(1986) POSITION- 41 49 23.     (N) 111 19 18.     (W)   SCALED
 MR0255* NAVD 88 ORTHO HEIGHT -  1826.502 (meters)     5992.45  (feet) ADJUSTED
 MR0255  ______________________________________________________________________
 MR0255  GEOID HEIGHT    -        -14.638 (meters)                     GEOID18
 MR0255  DYNAMIC HEIGHT  -       1825.008 (meters)     5987.55  (feet) COMP
 MR0255  MODELED GRAVITY -    979,740.5   (mgal)                       NAVD 88
 MR0255
 MR0255  VERT ORDER      -  SECOND    CLASS 0
 MR0255
 MR0255.The horizontal coordinates were scaled from a map and have
 MR0255.an estimated accuracy of +/- 6 seconds.
 MR0255
 MR0255.The orthometric height was determined by differential leveling and
 MR0255.adjusted by the NATIONAL GEODETIC SURVEY
 MR0255.in June 1991.
 MR0255
 MR0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0255.GEOID18 height accuracy estimate available here.
 MR0255
 MR0255.Click photographs - Photos may exist for this station.
 MR0255
 MR0255.The dynamic height is computed by dividing the NAVD 88
 MR0255.geopotential number by the normal gravity value computed on the
 MR0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0255.degrees latitude (g = 980.6199 gals.).
 MR0255
 MR0255.The modeled gravity was interpolated from observed gravity values.
 MR0255
 MR0255;                    North         East    Units  Estimated Accuracy
 MR0255;SPC UT N     - 1,165,460.      514,820.      MT  (+/- 180 meters Scaled)
 MR0255
 MR0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM732301(NAD 83)
 MR0255
 MR0255                          SUPERSEDED SURVEY CONTROL
 MR0255
 MR0255  NGVD 29 (??/??/92) 1825.216  (m)         5988.23   (f) ADJ UNCH    2 0
 MR0255
 MR0255.Superseded values are not recommended for survey control.
 MR0255
 MR0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0255.See file dsdata.pdf to determine how the superseded data were derived.
 MR0255
 MR0255_MARKER: DB = BENCH MARK DISK
 MR0255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0255_SP_SET: BUILDING
 MR0255_STAMPING: Q 126 1934
 MR0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0255
 MR0255  HISTORY     - Date     Condition        Report By
 MR0255  HISTORY     - 1934     MONUMENTED       CGS
 MR0255  HISTORY     - 1968     GOOD             USGS
 MR0255  HISTORY     - 20050122 MARK NOT FOUND   NGS
 MR0255
 MR0255                          STATION DESCRIPTION
 MR0255
 MR0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0255'IN LAKETOWN.
 MR0255'AT LAKETOWN, RICH COUNTY, IN THE FRONT WALL OF THE DISTRICT 3 SCHOOL,
 MR0255'ABOUT 150 FEET SOUTH OF THE CENTER LINE OF THE STREET IN FRONT OF THE
 MR0255'SCHOOL, 32 FEET NORTH OF THE CENTER LINE OF THE WEST ENTRANCE, 3 FEET
 MR0255'EAST OF THE NORTHWEST CORNER OF THE BUILDING, AND ABOUT 4.5 FEET ABOVE
 MR0255'GROUND.  A STANDARD DISK, STAMPED Q 126 1934 AND SET VERTICALLY.
 MR0255'NOTE-- BUILDING WAS ADDED ONTO BUT, MARKER STANDS AS DESCRIBED.
 MR0255
 MR0255                          STATION RECOVERY (1968)
 MR0255
 MR0255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MR0255'RECOVERED IN GOOD CONDITION.
 MR0255
 MR0255                          STATION RECOVERY (2005)
 MR0255
 MR0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 MR0255'THE SCHOOL, WHICH IS NOW THE RICH MIDDLE SCHOOL AND NORTHRITCH
 MR0255'ELEMENTARY SCHOOL AT SE CORNER OF MAIN ST. AND 100 S ROAD, WAS
 MR0255'EXPANDED TO THE NORTH IN MID 1970S.  THE WALL CONTAINING THE MARK WAS
 MR0255'COVERED WITH NEW WALL, WHICH IS SOUTH WALL OF HALLWAY.  MARK MAY STILL
 MR0255'BE IN OLD WALL, BUT IS NOT VISIBLE.
 MR0255'OLD SIDEWALK BELOW MARK WAS GRAVITY BASE STATION 'LAKETOWN C,' DOD
 MR0255'4634-1, IGB 15611C.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0275 ***********************************************************************
 JM0275  DESIGNATION -  Q 127
 JM0275  PID         -  JM0275
 JM0275  STATE/COUNTY-  UT/SAN JUAN
 JM0275  COUNTRY     -  US
 JM0275  USGS QUAD   -  RAY MESA (2017)
 JM0275
 JM0275                         *CURRENT SURVEY CONTROL
 JM0275  ______________________________________________________________________
 JM0275* NAD 83(1986) POSITION- 38 19 37.     (N) 109 03 37.     (W)   SCALED
 JM0275* NAVD 88 ORTHO HEIGHT -  1821.199 (meters)     5975.05  (feet) ADJUSTED
 JM0275  ______________________________________________________________________
 JM0275  GEOID HEIGHT    -        -18.370 (meters)                     GEOID18
 JM0275  DYNAMIC HEIGHT  -       1819.165 (meters)     5968.38  (feet) COMP
 JM0275  MODELED GRAVITY -    979,447.5   (mgal)                       NAVD 88
 JM0275
 JM0275  VERT ORDER      -  SECOND    CLASS 0
 JM0275
 JM0275.The horizontal coordinates were scaled from a map and have
 JM0275.an estimated accuracy of +/- 6 seconds.
 JM0275
 JM0275.The orthometric height was determined by differential leveling and
 JM0275.adjusted by the NATIONAL GEODETIC SURVEY
 JM0275.in June 1991.
 JM0275
 JM0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0275.GEOID18 height accuracy estimate available here.
 JM0275
 JM0275.Click photographs - Photos may exist for this station.
 JM0275
 JM0275.The dynamic height is computed by dividing the NAVD 88
 JM0275.geopotential number by the normal gravity value computed on the
 JM0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0275.degrees latitude (g = 980.6199 gals.).
 JM0275
 JM0275.The modeled gravity was interpolated from observed gravity values.
 JM0275
 JM0275;                    North         East    Units  Estimated Accuracy
 JM0275;SPC UT S     - 3,187,050.      713,310.      MT  (+/- 180 meters Scaled)
 JM0275
 JM0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH695438(NAD 83)
 JM0275
 JM0275                          SUPERSEDED SURVEY CONTROL
 JM0275
 JM0275  NGVD 29 (??/??/92) 1820.074  (m)         5971.36   (f) ADJ UNCH    2 0
 JM0275
 JM0275.Superseded values are not recommended for survey control.
 JM0275
 JM0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0275.See file dsdata.pdf to determine how the superseded data were derived.
 JM0275
 JM0275_MARKER: DB = BENCH MARK DISK
 JM0275_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JM0275_STAMPING: Q 127 1934
 JM0275_MARK LOGO: CGS
 JM0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0275
 JM0275  HISTORY     - Date     Condition        Report By
 JM0275  HISTORY     - 1934     MONUMENTED       CGS
 JM0275  HISTORY     - 1954     MARK NOT FOUND   USGS
 JM0275  HISTORY     - 1981     MARK NOT FOUND   USGS
 JM0275
 JM0275                          STATION DESCRIPTION
 JM0275
 JM0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0275'10.8 MI W FROM PARADOX.
 JM0275'IN SAN JUAN COUNTY, UTAH, 10.8 MILES WEST ALONG COLORADO STATE HIGHWAY
 JM0275'90 AND UTAH STATE HIGHWAY 46 FROM THE POST OFFICE AT PARADOX, MONTROSE
 JM0275'COUNTY, COLORADO, 900 FEET EAST OF A FARMHOUSE, 30 FEET WEST OF THE
 JM0275'CROSSING OF THE UTAH-COLORADO STATE LINE, 20 FEET NORTHWEST OF THE
 JM0275'CENTERLINE OF UTAH STATE HIGHWAY 46, AND 9 FEET NORTHWEST OF THE
 JM0275'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Q 127 1934 AND SET IN
 JM0275'THE TOP OF A CONCRETE POST.
 JM0275
 JM0275                          STATION RECOVERY (1954)
 JM0275
 JM0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JM0275'MARK NOT FOUND.
 JM0275
 JM0275                          STATION RECOVERY (1981)
 JM0275
 JM0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 JM0275'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0197 ***********************************************************************
 HN0197  DESIGNATION -  Q 13
 HN0197  PID         -  HN0197
 HN0197  STATE/COUNTY-  UT/SAN JUAN
 HN0197  COUNTRY     -  US
 HN0197  USGS QUAD   -  NASJA MESA (2017)
 HN0197
 HN0197                         *CURRENT SURVEY CONTROL
 HN0197  ______________________________________________________________________
 HN0197* NAD 83(1986) POSITION- 37 14 27.     (N) 110 52 52.     (W)   SCALED
 HN0197* NAVD 88 ORTHO HEIGHT -  1003.666 (meters)     3292.86  (feet) POSTED
 HN0197  ______________________________________________________________________
 HN0197  GEOID HEIGHT    -        -22.734 (meters)                     GEOID18
 HN0197  DYNAMIC HEIGHT  -       1002.51  (meters)     3289.1   (feet) COMP
 HN0197  MODELED GRAVITY -    979,443.8   (mgal)                       NAVD 88
 HN0197
 HN0197  VERT ORDER      -  * POSTED, SEE BELOW
 HN0197
 HN0197.The horizontal coordinates were scaled from a map and have
 HN0197.an estimated accuracy of +/- 6 seconds.
 HN0197
 HN0197.The orthometric height was determined by differential leveling
 HN0197.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0197
 HN0197.* This is a POSTED BENCH MARK height.
 HN0197
 HN0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0197.GEOID18 height accuracy estimate available here.
 HN0197
 HN0197.Click photographs - Photos may exist for this station.
 HN0197
 HN0197.The dynamic height is computed by dividing the NAVD 88
 HN0197.geopotential number by the normal gravity value computed on the
 HN0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0197.degrees latitude (g = 980.6199 gals.).
 HN0197
 HN0197.The modeled gravity was interpolated from observed gravity values.
 HN0197
 HN0197;                    North         East    Units  Estimated Accuracy
 HN0197;SPC UT S     - 3,063,910.      554,910.      MT  (+/- 180 meters Scaled)
 HN0197
 HN0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG105215(NAD 83)
 HN0197
 HN0197                          SUPERSEDED SURVEY CONTROL
 HN0197
 HN0197  NGVD 29 (??/??/92) 1002.649  (m)         3289.52   (f) ADJ UNCH    1 2
 HN0197
 HN0197.Superseded values are not recommended for survey control.
 HN0197
 HN0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0197.See file dsdata.pdf to determine how the superseded data were derived.
 HN0197
 HN0197_MARKER: DB = BENCH MARK DISK
 HN0197_SETTING: 66 = SET IN ROCK OUTCROP
 HN0197_STAMPING: Q 13 1921
 HN0197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0197+STABILITY: POSITION/ELEVATION WELL
 HN0197
 HN0197  HISTORY     - Date     Condition        Report By
 HN0197  HISTORY     - 1921     MONUMENTED       CGS
 HN0197
 HN0197                          STATION DESCRIPTION
 HN0197
 HN0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 HN0197'35.75 MI S FROM HALLS CROSSING.
 HN0197'IN SAN JUAN COUNTY, 35-3/4 MILES SOUTH ALONG COLORADO RIVER FROM THE
 HN0197'MOUTH OF HALLS CREEK AT HALLS CROSSING, KANE COUNTY, 5-1/2 MILES NORTH
 HN0197'OF THE MOUTH OF SAN JUAN RIVER, 4-3/4 MILES SOUTH OF THE MOUTH OF
 HN0197'ESCALANTE RIVER, 1-1/4 MILES SOUTH OF THE MORMONS HOLE IN THE ROCK, 30
 HN0197'FEET EAST OF THE WATERS EDGE (OCTOBER 1921), IN THE FACE OF A SOLID
 HN0197'RED SANDSTONE, NEAR A CAIRN, AND MARKED BY AN ARROW ON A NEARBY ROCK.
 HN0197'A STANDARD DISK, STAMPED Q 13 1921 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0200 ***********************************************************************
 KN0200  DESIGNATION -  Q 131
 KN0200  PID         -  KN0200
 KN0200  STATE/COUNTY-  UT/EMERY
 KN0200  COUNTRY     -  US
 KN0200  USGS QUAD   -  SCOFIELD (2017)
 KN0200
 KN0200                         *CURRENT SURVEY CONTROL
 KN0200  ______________________________________________________________________
 KN0200* NAD 83(1986) POSITION- 39 38 25.     (N) 111 14 16.     (W)   SCALED
 KN0200* NAVD 88 ORTHO HEIGHT -  2621.058 (meters)     8599.25  (feet) ADJUSTED
 KN0200  ______________________________________________________________________
 KN0200  GEOID HEIGHT    -        -15.995 (meters)                     GEOID18
 KN0200  DYNAMIC HEIGHT  -       2617.981 (meters)     8589.16  (feet) COMP
 KN0200  MODELED GRAVITY -    979,357.6   (mgal)                       NAVD 88
 KN0200
 KN0200  VERT ORDER      -  SECOND    CLASS 0
 KN0200
 KN0200.The horizontal coordinates were scaled from a map and have
 KN0200.an estimated accuracy of +/- 6 seconds.
 KN0200
 KN0200.The orthometric height was determined by differential leveling and
 KN0200.adjusted by the NATIONAL GEODETIC SURVEY
 KN0200.in June 1991.
 KN0200
 KN0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0200.GEOID18 height accuracy estimate available here.
 KN0200
 KN0200.Click photographs - Photos may exist for this station.
 KN0200
 KN0200.The dynamic height is computed by dividing the NAVD 88
 KN0200.geopotential number by the normal gravity value computed on the
 KN0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0200.degrees latitude (g = 980.6199 gals.).
 KN0200
 KN0200.The modeled gravity was interpolated from observed gravity values.
 KN0200
 KN0200;                    North         East    Units  Estimated Accuracy
 KN0200;SPC UT C     - 2,145,130.      522,510.      MT  (+/- 180 meters Scaled)
 KN0200
 KN0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ795878(NAD 83)
 KN0200
 KN0200                          SUPERSEDED SURVEY CONTROL
 KN0200
 KN0200  NGVD 29 (??/??/92) 2619.587  (m)         8594.43   (f) ADJ UNCH    2 0
 KN0200
 KN0200.Superseded values are not recommended for survey control.
 KN0200
 KN0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0200.See file dsdata.pdf to determine how the superseded data were derived.
 KN0200
 KN0200_MARKER: DB = BENCH MARK DISK
 KN0200_SETTING: 66 = SET IN ROCK OUTCROP
 KN0200_STAMPING: Q 131 1935
 KN0200_MARK LOGO: CGS
 KN0200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0200+STABILITY: POSITION/ELEVATION WELL
 KN0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0200+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2015
 KN0200
 KN0200  HISTORY     - Date     Condition        Report By
 KN0200  HISTORY     - 1935     MONUMENTED       CGS
 KN0200  HISTORY     - 20150925 GOOD             INDIV
 KN0200
 KN0200                          STATION DESCRIPTION
 KN0200
 KN0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0200'8.7 MI W FROM CLEAR CREEK.
 KN0200'IN SANPETE COUNTY, ABOUT 8.7 MILES WEST ALONG A TRAIL LEADING UP TO
 KN0200'FINN CANYON AND DOWN TO COAL CANYON, AND ALONG STATE HIGHWAY 31 FROM A
 KN0200'SCHOOL AT CLEAR CREEK, CARBON COUNTY, AT A SMALL HILL, AT THE POINT OF
 KN0200'A CURVE, ABOUT 93 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND IN
 KN0200'THE TOP OF A SANDSTONE OUTCROP.  A STANDARD DISK, STAMPED Q 131 1935.
 KN0200
 KN0200                          STATION RECOVERY (2015)
 KN0200
 KN0200'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (BG)
 KN0200'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0306 ***********************************************************************
 MR0306  DESIGNATION -  Q 132
 MR0306  PID         -  MR0306
 MR0306  STATE/COUNTY-  UT/SUMMIT
 MR0306  COUNTRY     -  US
 MR0306  USGS QUAD   -  CASTLE ROCK (2017)
 MR0306
 MR0306                         *CURRENT SURVEY CONTROL
 MR0306  ______________________________________________________________________
 MR0306* NAD 83(1986) POSITION- 41 06 13.     (N) 111 12 46.     (W)   SCALED
 MR0306* NAVD 88 ORTHO HEIGHT -  1888.048 (meters)     6194.37  (feet) ADJUSTED
 MR0306  ______________________________________________________________________
 MR0306  GEOID HEIGHT    -        -15.519 (meters)                     GEOID18
 MR0306  DYNAMIC HEIGHT  -       1886.325 (meters)     6188.72  (feet) COMP
 MR0306  MODELED GRAVITY -    979,645.0   (mgal)                       NAVD 88
 MR0306
 MR0306  VERT ORDER      -  FIRST     CLASS II
 MR0306
 MR0306.The horizontal coordinates were scaled from a map and have
 MR0306.an estimated accuracy of +/- 6 seconds.
 MR0306
 MR0306.The orthometric height was determined by differential leveling and
 MR0306.adjusted by the NATIONAL GEODETIC SURVEY
 MR0306.in June 1991.
 MR0306
 MR0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0306.GEOID18 height accuracy estimate available here.
 MR0306
 MR0306.Click photographs - Photos may exist for this station.
 MR0306
 MR0306.The dynamic height is computed by dividing the NAVD 88
 MR0306.geopotential number by the normal gravity value computed on the
 MR0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0306.degrees latitude (g = 980.6199 gals.).
 MR0306
 MR0306.The modeled gravity was interpolated from observed gravity values.
 MR0306
 MR0306;                    North         East    Units  Estimated Accuracy
 MR0306;SPC UT N     - 1,085,580.      524,130.      MT  (+/- 180 meters Scaled)
 MR0306
 MR0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL821502(NAD 83)
 MR0306
 MR0306                          SUPERSEDED SURVEY CONTROL
 MR0306
 MR0306  NGVD 29 (??/??/92) 1886.673  (m)         6189.86   (f) SUPERSEDED  1 2
 MR0306  NGVD 29 (06/08/92) 1886.788  (m)         6190.24   (f) ADJUSTED    1 2
 MR0306
 MR0306.Superseded values are not recommended for survey control.
 MR0306
 MR0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0306.See file dsdata.pdf to determine how the superseded data were derived.
 MR0306
 MR0306_MARKER: DB = BENCH MARK DISK
 MR0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0306_SP_SET: CULVERT
 MR0306_STAMPING: Q 132 1958
 MR0306_MARK LOGO: CGS
 MR0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0306
 MR0306  HISTORY     - Date     Condition        Report By
 MR0306  HISTORY     - 1958     MONUMENTED       CGS
 MR0306  HISTORY     - 1983     GOOD             NGS
 MR0306
 MR0306                          STATION DESCRIPTION
 MR0306
 MR0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0306'9.8 MI SW FROM WAHSATCH.
 MR0306'ABOUT 9.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0306'STATION AT WAHSATCH, ABOUT 0.35 MILE SOUTH OF MILEPOST 937, IN THE TOP
 MR0306'OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF CULVERT 937.37, 2
 MR0306'1/2 RAILS NORTH OF THE SOUTH END OF THE CASTLE ROCK SIDE TRACK, 26
 MR0306'FEET EAST OF THE EAST RAIL OF THE EAST SET OF MAIN TRACKS, AND ABOUT 2
 MR0306'FEET BELOW THE LEVEL OF THE TRACKS.
 MR0306
 MR0306                          STATION RECOVERY (1983)
 MR0306
 MR0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0306'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0373 ***********************************************************************
 MR0373  DESIGNATION -  Q 134
 MR0373  PID         -  MR0373
 MR0373  STATE/COUNTY-  UT/MORGAN
 MR0373  COUNTRY     -  US
 MR0373  USGS QUAD   -  SNOW BASIN (2017)
 MR0373
 MR0373                         *CURRENT SURVEY CONTROL
 MR0373  ______________________________________________________________________
 MR0373* NAD 83(1986) POSITION- 41 08 18.     (N) 111 49 25.     (W)   SCALED
 MR0373* NAVD 88 ORTHO HEIGHT -  1470.977 (meters)     4826.03  (feet) ADJUSTED
 MR0373  ______________________________________________________________________
 MR0373  GEOID HEIGHT    -        -16.262 (meters)                     GEOID18
 MR0373  DYNAMIC HEIGHT  -       1469.805 (meters)     4822.19  (feet) COMP
 MR0373  MODELED GRAVITY -    979,776.8   (mgal)                       NAVD 88
 MR0373
 MR0373  VERT ORDER      -  FIRST     CLASS II
 MR0373
 MR0373.The horizontal coordinates were scaled from a map and have
 MR0373.an estimated accuracy of +/- 6 seconds.
 MR0373
 MR0373.The orthometric height was determined by differential leveling and
 MR0373.adjusted by the NATIONAL GEODETIC SURVEY
 MR0373.in June 1991.
 MR0373
 MR0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0373.GEOID18 height accuracy estimate available here.
 MR0373
 MR0373.Click photographs - Photos may exist for this station.
 MR0373
 MR0373.The dynamic height is computed by dividing the NAVD 88
 MR0373.geopotential number by the normal gravity value computed on the
 MR0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0373.degrees latitude (g = 980.6199 gals.).
 MR0373
 MR0373.The modeled gravity was interpolated from observed gravity values.
 MR0373
 MR0373;                    North         East    Units  Estimated Accuracy
 MR0373;SPC UT N     - 1,089,450.      472,830.      MT  (+/- 180 meters Scaled)
 MR0373
 MR0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL308544(NAD 83)
 MR0373
 MR0373                          SUPERSEDED SURVEY CONTROL
 MR0373
 MR0373  NGVD 29 (??/??/92) 1469.838  (m)         4822.29   (f) SUPERSEDED  1 2
 MR0373  NGVD 29 (06/08/92) 1469.926  (m)         4822.58   (f) ADJUSTED    1 2
 MR0373
 MR0373.Superseded values are not recommended for survey control.
 MR0373
 MR0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0373.See file dsdata.pdf to determine how the superseded data were derived.
 MR0373
 MR0373_MARKER: DB = BENCH MARK DISK
 MR0373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0373_SP_SET: ABUTMENT
 MR0373_STAMPING: Q 134 1958
 MR0373_MARK LOGO: CGS
 MR0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0373
 MR0373  HISTORY     - Date     Condition        Report By
 MR0373  HISTORY     - 1958     MONUMENTED       CGS
 MR0373  HISTORY     - 1983     GOOD             NGS
 MR0373
 MR0373                          STATION DESCRIPTION
 MR0373
 MR0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0373'11.0 MI NW FROM MORGAN.
 MR0373'ABOUT 11.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0373'STATION AT MORGAN, 1 TELEPHONE POLE SOUTHWEST OF MILE POST 979, AT THE
 MR0373'NORTHEAST END OF A STEEL BRIDGE, IN THE TOP OF THE NORTHWEST END OF
 MR0373'THE NORTHEAST CONCRETE ABUTMENT, 9 FEET NORTHWEST OF THE NEAR RAIL,
 MR0373'AND ABOUT 2 FEET BELOW THE TRACK.
 MR0373
 MR0373                          STATION RECOVERY (1983)
 MR0373
 MR0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0373'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MR0373'FOLLOWING EXCEPTION, ADD IN BRIDGE NUMBER 979.04.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0349 ***********************************************************************
 MR0349  DESIGNATION -  Q 135
 MR0349  PID         -  MR0349
 MR0349  STATE/COUNTY-  UT/MORGAN
 MR0349  COUNTRY     -  US
 MR0349  USGS QUAD   -  DEVILS SLIDE (2017)
 MR0349
 MR0349                         *CURRENT SURVEY CONTROL
 MR0349  ______________________________________________________________________
 MR0349* NAD 83(1986) POSITION- 41 03 44.6    (N) 111 34 07.4    (W)   HD_HELD2
 MR0349* NAVD 88 ORTHO HEIGHT -  1591.962 (meters)     5222.96  (feet) ADJUSTED
 MR0349  ______________________________________________________________________
 MR0349  GEOID HEIGHT    -        -16.002 (meters)                     GEOID18
 MR0349  DYNAMIC HEIGHT  -       1590.618 (meters)     5218.55  (feet) COMP
 MR0349  MODELED GRAVITY -    979,724.7   (mgal)                       NAVD 88
 MR0349
 MR0349  VERT ORDER      -  FIRST     CLASS II
 MR0349
 MR0349.The horizontal coordinates were established by autonomous hand held GPS
 MR0349.observations and have an estimated accuracy of +/- 10 meters.
 MR0349
 MR0349.The orthometric height was determined by differential leveling and
 MR0349.adjusted by the NATIONAL GEODETIC SURVEY
 MR0349.in June 1991.
 MR0349
 MR0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0349.GEOID18 height accuracy estimate available here.
 MR0349
 MR0349.Click photographs - Photos may exist for this station.
 MR0349
 MR0349.The dynamic height is computed by dividing the NAVD 88
 MR0349.geopotential number by the normal gravity value computed on the
 MR0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0349.degrees latitude (g = 980.6199 gals.).
 MR0349
 MR0349.The modeled gravity was interpolated from observed gravity values.
 MR0349
 MR0349;                    North         East    Units  Estimated Accuracy
 MR0349;SPC UT N     - 1,080,963.      494,224.      MT  (+/- 10 meters HH2 GPS)
 MR0349
 MR0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL5221445838(NAD 83)
 MR0349
 MR0349                          SUPERSEDED SURVEY CONTROL
 MR0349
 MR0349  NGVD 29 (??/??/92) 1590.736  (m)         5218.94   (f) SUPERSEDED  1 2
 MR0349  NGVD 29 (06/08/92) 1590.832  (m)         5219.25   (f) ADJUSTED    1 2
 MR0349
 MR0349.Superseded values are not recommended for survey control.
 MR0349
 MR0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0349.See file dsdata.pdf to determine how the superseded data were derived.
 MR0349
 MR0349_MARKER: DB = BENCH MARK DISK
 MR0349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0349_SP_SET: ABUTMENT
 MR0349_STAMPING: Q 135 1958
 MR0349_MARK LOGO: CGS
 MR0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0349
 MR0349  HISTORY     - Date     Condition        Report By
 MR0349  HISTORY     - 1958     MONUMENTED       CGS
 MR0349  HISTORY     - 1983     GOOD             NGS
 MR0349  HISTORY     - 20101211 GOOD             GEOCAC
 MR0349
 MR0349                          STATION DESCRIPTION
 MR0349
 MR0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0349'1.55 MI W FROM DEVILS SLIDE.
 MR0349'ABOUT 1.55 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0349'STATION AT DEVILS SLIDE, 5 TELEPHONE POLES WEST OF MILE POST 962, IN
 MR0349'THE TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE
 MR0349'UNDERPASS, AND ABOUT 13 FEET SOUTH OF THE NEAR RAIL.
 MR0349
 MR0349                          STATION RECOVERY (1983)
 MR0349
 MR0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0349'RECOVERED IN GOOD CONDITION.
 MR0349
 MR0349                          STATION RECOVERY (2010)
 MR0349
 MR0349'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 MR0349'ACCESS VIA THE TAGGARTS LANE (I84 EXIT 108)FRONTAGE ABOUT 1.5 MI WEST.
 MR0349'MARK IS ON THE STEP OF RR BRIDGE 962.2.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0088 ***********************************************************************
 HO0088  DESIGNATION -  Q 137
 HO0088  PID         -  HO0088
 HO0088  STATE/COUNTY-  UT/KANE
 HO0088  COUNTRY     -  US
 HO0088  USGS QUAD   -  JOHNSON LAKES (2017)
 HO0088
 HO0088                         *CURRENT SURVEY CONTROL
 HO0088  ______________________________________________________________________
 HO0088* NAD 83(1986) POSITION- 37 02 20.1    (N) 112 18 34.6    (W)   HD_HELD2
 HO0088* NAVD 88 ORTHO HEIGHT -  1589.081 (meters)     5213.51  (feet) ADJUSTED
 HO0088  ______________________________________________________________________
 HO0088  GEOID HEIGHT    -        -22.171 (meters)                     GEOID18
 HO0088  DYNAMIC HEIGHT  -       1587.217 (meters)     5207.39  (feet) COMP
 HO0088  MODELED GRAVITY -    979,402.3   (mgal)                       NAVD 88
 HO0088
 HO0088  VERT ORDER      -  FIRST     CLASS II
 HO0088
 HO0088.The horizontal coordinates were established by autonomous hand held GPS
 HO0088.observations and have an estimated accuracy of +/- 10 meters.
 HO0088
 HO0088.The orthometric height was determined by differential leveling and
 HO0088.adjusted by the NATIONAL GEODETIC SURVEY
 HO0088.in June 1991.
 HO0088
 HO0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0088.GEOID18 height accuracy estimate available here.
 HO0088
 HO0088.Click photographs - Photos may exist for this station.
 HO0088
 HO0088.The dynamic height is computed by dividing the NAVD 88
 HO0088.geopotential number by the normal gravity value computed on the
 HO0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0088.degrees latitude (g = 980.6199 gals.).
 HO0088
 HO0088.The modeled gravity was interpolated from observed gravity values.
 HO0088
 HO0088;                    North         East    Units  Estimated Accuracy
 HO0088;SPC UT S     - 3,041,626.      427,970.      MT  (+/- 10 meters HH2 GPS)
 HO0088
 HO0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF8353299991(NAD 83)
 HO0088
 HO0088                          SUPERSEDED SURVEY CONTROL
 HO0088
 HO0088  NGVD 29 (??/??/92) 1588.064  (m)         5210.17   (f) ADJ UNCH    1 2
 HO0088
 HO0088.Superseded values are not recommended for survey control.
 HO0088
 HO0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0088.See file dsdata.pdf to determine how the superseded data were derived.
 HO0088
 HO0088_MARKER: DB = BENCH MARK DISK
 HO0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HO0088_SP_SET: CULVERT
 HO0088_STAMPING: Q 137 1962
 HO0088_MARK LOGO: CGS
 HO0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0088
 HO0088  HISTORY     - Date     Condition        Report By
 HO0088  HISTORY     - 1962     MONUMENTED       CGS
 HO0088  HISTORY     - 1983     GOOD             NGS
 HO0088
 HO0088                          STATION DESCRIPTION
 HO0088
 HO0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0088'13.15 MI E FROM KANAB.
 HO0088'ABOUT 13.15 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY
 HO0088'SAINTS CHURCH AT KANAB, 29 FEET NORTH OF THE CENTERLINE OF THE
 HO0088'HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE
 HO0088'TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF A 5 FOOT METAL
 HO0088'CULVERT.
 HO0088
 HO0088                          STATION RECOVERY (1983)
 HO0088
 HO0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0088'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  20.5 KM
 HO0088'(12.8 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0088'SAINTS IN KANAB, IN TOP OF THE WEST END OF THE NORTH HEADWALL FOR A
 HO0088'72-INCH CORRUGATED METAL PIPE CULVERT, 5.1 KM (3.2 MI) EAST OF THE
 HO0088'T-JUNCTION OF JOHNSON CANYON ROAD, 0.5 KM (0.3 MI) EAST OF MILEPOST
 HO0088'52, 8.8 METERS (29 FT) NORTH OF THE HIGHWAY CENTERLINE.
 HO0088'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0108 ***********************************************************************
 HO0108  DESIGNATION -  Q 138
 HO0108  PID         -  HO0108
 HO0108  STATE/COUNTY-  UT/KANE
 HO0108  COUNTRY     -  US
 HO0108  USGS QUAD   -  EIGHTMILE PASS (2017)
 HO0108
 HO0108                         *CURRENT SURVEY CONTROL
 HO0108  ______________________________________________________________________
 HO0108* NAD 83(1986) POSITION- 37 10 23.2    (N) 112 01 09.1    (W)   HD_HELD2
 HO0108* NAVD 88 ORTHO HEIGHT -  1635.353 (meters)     5365.32  (feet) ADJUSTED
 HO0108  ______________________________________________________________________
 HO0108  GEOID HEIGHT    -        -22.210 (meters)                     GEOID18
 HO0108  DYNAMIC HEIGHT  -       1633.433 (meters)     5359.02  (feet) COMP
 HO0108  MODELED GRAVITY -    979,399.1   (mgal)                       NAVD 88
 HO0108
 HO0108  VERT ORDER      -  FIRST     CLASS II
 HO0108
 HO0108.The horizontal coordinates were established by autonomous hand held GPS
 HO0108.observations and have an estimated accuracy of +/- 10 meters.
 HO0108
 HO0108.The orthometric height was determined by differential leveling and
 HO0108.adjusted by the NATIONAL GEODETIC SURVEY
 HO0108.in June 1991.
 HO0108
 HO0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0108.GEOID18 height accuracy estimate available here.
 HO0108
 HO0108.Click photographs - Photos may exist for this station.
 HO0108
 HO0108.The dynamic height is computed by dividing the NAVD 88
 HO0108.geopotential number by the normal gravity value computed on the
 HO0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0108.degrees latitude (g = 980.6199 gals.).
 HO0108
 HO0108.The modeled gravity was interpolated from observed gravity values.
 HO0108
 HO0108;                    North         East    Units  Estimated Accuracy
 HO0108;SPC UT S     - 3,056,335.      453,890.      MT  (+/- 10 meters HH2 GPS)
 HO0108
 HO0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0952014562(NAD 83)
 HO0108
 HO0108                          SUPERSEDED SURVEY CONTROL
 HO0108
 HO0108  NGVD 29 (??/??/92) 1634.332  (m)         5361.97   (f) ADJ UNCH    1 2
 HO0108
 HO0108.Superseded values are not recommended for survey control.
 HO0108
 HO0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0108.See file dsdata.pdf to determine how the superseded data were derived.
 HO0108
 HO0108_MARKER: DB = BENCH MARK DISK
 HO0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0108_STAMPING: Q 138 1962
 HO0108_MARK LOGO: CGS
 HO0108_PROJECTION: PROJECTING 13 CENTIMETERS
 HO0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0108+STABILITY: SURFACE MOTION
 HO0108
 HO0108  HISTORY     - Date     Condition        Report By
 HO0108  HISTORY     - 1962     MONUMENTED       CGS
 HO0108  HISTORY     - 1983     GOOD             NGS
 HO0108
 HO0108                          STATION DESCRIPTION
 HO0108
 HO0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0108'32.65 MI E FROM KANAB.
 HO0108'ABOUT 32.65 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY
 HO0108'SAINTS CHURCH AT KANAB, 0.3 MILE NORTHEAST OF MILEPOST NUMBER 32, 158
 HO0108'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 72 FEET NORTHWEST OF
 HO0108'A GUYED POWER POLE, 1.5 FEET NORTHEAST OF A FENCE, 1.5 FEET SOUTHEAST
 HO0108'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 HO0108'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 HO0108
 HO0108                          STATION RECOVERY (1983)
 HO0108
 HO0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0108'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  51.4 KM
 HO0108'(32.1 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0108'SAINTS IN KANAB, 0.95 KM (0.6 MI) SOUTHWEST OF THE CROSSING OF SAND
 HO0108'GULCH, 0.55 KM (0.35 MI) SOUTHWEST OF MILEPOST 32, 48.1 METERS
 HO0108'(158 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 21.9 METERS (72 FT)
 HO0108'SOUTHWEST OF THE POWER POLE FOR AN ANGLE IN THE POWER LINES FROM
 HO0108'NORTHEAST TO EAST, 1.2 METERS (4 FT) NORTHEAST OF THE NORTHEAST END OF
 HO0108'A WOODEN BRACE IN THE RIGHT OF WAY FENCE, 0.45 METER (1.5 FT)
 HO0108'NORTHWEST OF THE RIGHT OF WAY FENCE.
 HO0108'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 HO0108'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0536 ***********************************************************************
 HN0536  DESIGNATION -  Q 139
 HN0536  PID         -  HN0536
 HN0536  STATE/COUNTY-  UT/KANE
 HN0536  COUNTRY     -  US
 HN0536  USGS QUAD   -  BIG WATER (2017)
 HN0536
 HN0536                         *CURRENT SURVEY CONTROL
 HN0536  ______________________________________________________________________
 HN0536* NAD 83(1986) POSITION- 37 05 24.7    (N) 111 43 26.2    (W)   HD_HELD2
 HN0536* NAVD 88 ORTHO HEIGHT -  1364.758 (meters)     4477.54  (feet) ADJUSTED
 HN0536  ______________________________________________________________________
 HN0536  GEOID HEIGHT    -        -23.021 (meters)                     GEOID18
 HN0536  DYNAMIC HEIGHT  -       1363.196 (meters)     4472.42  (feet) COMP
 HN0536  MODELED GRAVITY -    979,439.7   (mgal)                       NAVD 88
 HN0536
 HN0536  VERT ORDER      -  FIRST     CLASS II
 HN0536
 HN0536.The horizontal coordinates were established by autonomous hand held GPS
 HN0536.observations and have an estimated accuracy of +/- 10 meters.
 HN0536
 HN0536.The orthometric height was determined by differential leveling and
 HN0536.adjusted by the NATIONAL GEODETIC SURVEY
 HN0536.in June 1991.
 HN0536
 HN0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0536.GEOID18 height accuracy estimate available here.
 HN0536
 HN0536.Click photographs - Photos may exist for this station.
 HN0536
 HN0536.The dynamic height is computed by dividing the NAVD 88
 HN0536.geopotential number by the normal gravity value computed on the
 HN0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0536.degrees latitude (g = 980.6199 gals.).
 HN0536
 HN0536.The modeled gravity was interpolated from observed gravity values.
 HN0536
 HN0536;                    North         East    Units  Estimated Accuracy
 HN0536;SPC UT S     - 3,047,029.      480,089.      MT  (+/- 10 meters HH2 GPS)
 HN0536
 HN0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG3566105123(NAD 83)
 HN0536
 HN0536                          SUPERSEDED SURVEY CONTROL
 HN0536
 HN0536  NGVD 29 (??/??/92) 1363.824  (m)         4474.48   (f) ADJ UNCH    1 2
 HN0536
 HN0536.Superseded values are not recommended for survey control.
 HN0536
 HN0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0536.See file dsdata.pdf to determine how the superseded data were derived.
 HN0536
 HN0536_MARKER: DB = BENCH MARK DISK
 HN0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0536_STAMPING: Q 139 1962
 HN0536_MARK LOGO: CGS
 HN0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0536+STABILITY: SURFACE MOTION
 HN0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0536+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2006
 HN0536
 HN0536  HISTORY     - Date     Condition        Report By
 HN0536  HISTORY     - 1962     MONUMENTED       CGS
 HN0536  HISTORY     - 1983     GOOD             NGS
 HN0536  HISTORY     - 20061223 GOOD             INDIV
 HN0536
 HN0536                          STATION DESCRIPTION
 HN0536
 HN0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0536'18.7 MI NW FROM PAGE, AZ.
 HN0536'ABOUT 18.7 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 HN0536'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.05 MILE WEST OF
 HN0536'MILEPOST NUMBER 54, ABOUT MIDWAY BETWEEN TWO TELEPHONE POLES, 136 FEET
 HN0536'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 113 FEET SOUTH OF THE SOUTH
 HN0536'END OF A METAL CULVERT, 3 FEET NORTH OF A FENCE, 2.0 FEET SOUTH OF A
 HN0536'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 HN0536'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 HN0536
 HN0536                          STATION RECOVERY (1983)
 HN0536
 HN0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0536'RECOVERED IN GOOD CONDITION.  OMIT--0.05 MI WEST OF MILEPOST 54.
 HN0536'ADD--0.18 KM (0.1 MI) EAST OF MILEPOST 11.
 HN0536
 HN0536                          STATION RECOVERY (2006)
 HN0536
 HN0536'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RW)
 HN0536'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0082 ***********************************************************************
 HN0082  DESIGNATION -  Q 140
 HN0082  PID         -  HN0082
 HN0082  STATE/COUNTY-  UT/SAN JUAN
 HN0082  COUNTRY     -  US
 HN0082  USGS QUAD   -  RED HOUSE SPRING (2017)
 HN0082
 HN0082                         *CURRENT SURVEY CONTROL
 HN0082  ______________________________________________________________________
 HN0082* NAD 83(1986) POSITION- 37 29 28.     (N) 110 09 37.     (W)   SCALED
 HN0082* NAVD 88 ORTHO HEIGHT -  1625.573 (meters)     5333.23  (feet) ADJUSTED
 HN0082  ______________________________________________________________________
 HN0082  GEOID HEIGHT    -        -20.693 (meters)                     GEOID18
 HN0082  DYNAMIC HEIGHT  -       1623.733 (meters)     5327.20  (feet) COMP
 HN0082  MODELED GRAVITY -    979,441.1   (mgal)                       NAVD 88
 HN0082
 HN0082  VERT ORDER      -  FIRST     CLASS II
 HN0082
 HN0082.The horizontal coordinates were scaled from a map and have
 HN0082.an estimated accuracy of +/- 6 seconds.
 HN0082
 HN0082.The orthometric height was determined by differential leveling and
 HN0082.adjusted by the NATIONAL GEODETIC SURVEY
 HN0082.in June 1991.
 HN0082
 HN0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0082.GEOID18 height accuracy estimate available here.
 HN0082
 HN0082.Click photographs - Photos may exist for this station.
 HN0082
 HN0082.The dynamic height is computed by dividing the NAVD 88
 HN0082.geopotential number by the normal gravity value computed on the
 HN0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0082.degrees latitude (g = 980.6199 gals.).
 HN0082
 HN0082.The modeled gravity was interpolated from observed gravity values.
 HN0082
 HN0082;                    North         East    Units  Estimated Accuracy
 HN0082;SPC UT S     - 3,092,350.      618,470.      MT  (+/- 180 meters Scaled)
 HN0082
 HN0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG742496(NAD 83)
 HN0082
 HN0082                          SUPERSEDED SURVEY CONTROL
 HN0082
 HN0082  NGVD 29 (??/??/92) 1624.572  (m)         5329.95   (f) ADJ UNCH    1 2
 HN0082
 HN0082.Superseded values are not recommended for survey control.
 HN0082
 HN0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0082.See file dsdata.pdf to determine how the superseded data were derived.
 HN0082
 HN0082_MARKER: DB = BENCH MARK DISK
 HN0082_SETTING: 66 = SET IN ROCK OUTCROP
 HN0082_STAMPING: Q 140 1962
 HN0082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0082+STABILITY: POSITION/ELEVATION WELL
 HN0082
 HN0082  HISTORY     - Date     Condition        Report By
 HN0082  HISTORY     - 1962     MONUMENTED       CGS
 HN0082  HISTORY     - 1982     GOOD             USGS
 HN0082  HISTORY     - 1982     GOOD             USGS
 HN0082
 HN0082                          STATION DESCRIPTION
 HN0082
 HN0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0082'22.4 MI S FROM FRY CANYON.
 HN0082'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0082'AT FRY CANYON.  THENCE 9.9 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 HN0082'ABOUT 300 FEET NORTH OF THE NORTH EDGE OF A SMALL POND, 80 FEET
 HN0082'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE ROAD, 10 FEET NORTH-NORTHEAST
 HN0082'OF A CEDAR TREE, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 HN0082'THE TOP OF A ROCK OUTCROP FLUSH WITH THE GROUND.
 HN0082
 HN0082                          STATION RECOVERY (1982)
 HN0082
 HN0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0082'FRY CANYON, 21.35 MILES SOUTH OF, ABOUT 12.0 MILES SOUTHEAST ALONG
 HN0082'STATE HWY. 95 FROM THE POST OFFICE AT FRY CANYON, THENCE 9.35 MILES
 HN0082'SOUTHWEST ALONG STATE HWY. 263, ABOUT 400 FEET NORTH OF THE NORTH
 HN0082'EDGE OF A SMALL POND, APPROX, 500 FEET NORTHWEST OF THE HIGHWAY, 10
 HN0082'FEET NORTH EAST OF A CEDAR TREE AND SET IN TOP OF A ROCK OUTCROP
 HN0082'FLUSH WITH THE GROUND.
 HN0082
 HN0082                          STATION RECOVERY (1982)
 HN0082
 HN0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0082'FRY CANYON, 21.35 MILES SOUTH OF, ABOUT 12.0 MILES SOUTHEAST ALONG
 HN0082'STATE HWY. 95 FROM THE POST OFFICE AT FRY CANYON, THENCE 9.35 MILES
 HN0082'SOUTHWEST ALONG STATE HWY. 263, ABOUT 400 FEET NORTH OF THE NORTH
 HN0082'EDGE OF A SMALL POND, APPROX, 500 FEET NORTHWEST OF THE HIGHWAY, 10
 HN0082'FEET NORTH EAST OF A CEDAR TREE AND SET IN TOP OF A ROCK OUTCROP
 HN0082'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0154 ***********************************************************************
 HN0154  DESIGNATION -  Q 141
 HN0154  PID         -  HN0154
 HN0154  STATE/COUNTY-  UT/SAN JUAN
 HN0154  COUNTRY     -  US
 HN0154  USGS QUAD   -  MIKES MESA (2017)
 HN0154
 HN0154                         *CURRENT SURVEY CONTROL
 HN0154  ______________________________________________________________________
 HN0154* NAD 83(1986) POSITION- 37 17 48.     (N) 110 22 51.     (W)   SCALED
 HN0154* NAVD 88 ORTHO HEIGHT -  1167.271 (meters)     3829.62  (feet) ADJUSTED
 HN0154  ______________________________________________________________________
 HN0154  GEOID HEIGHT    -        -21.757 (meters)                     GEOID18
 HN0154  DYNAMIC HEIGHT  -       1166.018 (meters)     3825.51  (feet) COMP
 HN0154  MODELED GRAVITY -    979,518.3   (mgal)                       NAVD 88
 HN0154
 HN0154  VERT ORDER      -  FIRST     CLASS II
 HN0154
 HN0154.The horizontal coordinates were scaled from a map and have
 HN0154.an estimated accuracy of +/- 6 seconds.
 HN0154
 HN0154.The orthometric height was determined by differential leveling and
 HN0154.adjusted by the NATIONAL GEODETIC SURVEY
 HN0154.in June 1991.
 HN0154
 HN0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0154.GEOID18 height accuracy estimate available here.
 HN0154
 HN0154.Click photographs - Photos may exist for this station.
 HN0154
 HN0154.The dynamic height is computed by dividing the NAVD 88
 HN0154.geopotential number by the normal gravity value computed on the
 HN0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0154.degrees latitude (g = 980.6199 gals.).
 HN0154
 HN0154.The modeled gravity was interpolated from observed gravity values.
 HN0154
 HN0154;                    North         East    Units  Estimated Accuracy
 HN0154;SPC UT S     - 3,070,510.      599,230.      MT  (+/- 180 meters Scaled)
 HN0154
 HN0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG548279(NAD 83)
 HN0154
 HN0154                          SUPERSEDED SURVEY CONTROL
 HN0154
 HN0154  NGVD 29 (??/??/92) 1166.394  (m)         3826.74   (f) ADJ UNCH    1 2
 HN0154
 HN0154.Superseded values are not recommended for survey control.
 HN0154
 HN0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0154.See file dsdata.pdf to determine how the superseded data were derived.
 HN0154
 HN0154_MARKER: DB = BENCH MARK DISK
 HN0154_SETTING: 66 = SET IN ROCK OUTCROP
 HN0154_STAMPING: Q 141 1962
 HN0154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0154+STABILITY: POSITION/ELEVATION WELL
 HN0154
 HN0154  HISTORY     - Date     Condition        Report By
 HN0154  HISTORY     - 1962     MONUMENTED       CGS
 HN0154
 HN0154                          STATION DESCRIPTION
 HN0154
 HN0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0154'43.0 MI S FROM FRY CANYON.
 HN0154'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH STATE HIGHWAY 95 FROM THE POST
 HN0154'OFFICE AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT
 HN0154'ROAD.  THENCE 10.6 MILES SOUTHWEST ALONG A BULLDOZED ROAD LEADING TO
 HN0154'THE SAN JUAN RIVER.  THENCE 0.4 MILE SOUTH ACROSS COUNTRY BETWEEN TWO
 HN0154'LARGE WASHES, 0.1 MILE WEST OF THE CENTER OF ONE OF THE WASHES, 177
 HN0154'FEET SOUTH OF A METAL WITNESS POST, 3.8 FEET SOUTHWEST OF A ROCK
 HN0154'CAIRN, AND SET IN THE TOP OF A LARGE ROCK OUTCROP PROJECTING ABOUT 6
 HN0154'INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0130 ***********************************************************************
 HN0130  DESIGNATION -  Q 142
 HN0130  PID         -  HN0130
 HN0130  STATE/COUNTY-  UT/SAN JUAN
 HN0130  COUNTRY     -  US
 HN0130  USGS QUAD   -  JACOBS MONUMENT (2017)
 HN0130
 HN0130                         *CURRENT SURVEY CONTROL
 HN0130  ______________________________________________________________________
 HN0130* NAD 83(1986) POSITION- 37 06 43.     (N) 110 24 23.     (W)   SCALED
 HN0130* NAVD 88 ORTHO HEIGHT -  1414.044 (meters)     4639.24  (feet) ADJUSTED
 HN0130  ______________________________________________________________________
 HN0130  GEOID HEIGHT    -        -21.544 (meters)                     GEOID18
 HN0130  DYNAMIC HEIGHT  -       1412.453 (meters)     4634.02  (feet) COMP
 HN0130  MODELED GRAVITY -    979,457.1   (mgal)                       NAVD 88
 HN0130
 HN0130  VERT ORDER      -  FIRST     CLASS II
 HN0130
 HN0130.The horizontal coordinates were scaled from a map and have
 HN0130.an estimated accuracy of +/- 6 seconds.
 HN0130
 HN0130.The orthometric height was determined by differential leveling and
 HN0130.adjusted by the NATIONAL GEODETIC SURVEY
 HN0130.in June 1991.
 HN0130
 HN0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0130.GEOID18 height accuracy estimate available here.
 HN0130
 HN0130.Click photographs - Photos may exist for this station.
 HN0130
 HN0130.The dynamic height is computed by dividing the NAVD 88
 HN0130.geopotential number by the normal gravity value computed on the
 HN0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0130.degrees latitude (g = 980.6199 gals.).
 HN0130
 HN0130.The modeled gravity was interpolated from observed gravity values.
 HN0130
 HN0130;                    North         East    Units  Estimated Accuracy
 HN0130;SPC UT S     - 3,049,990.      597,200.      MT  (+/- 180 meters Scaled)
 HN0130
 HN0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG527074(NAD 83)
 HN0130
 HN0130                          SUPERSEDED SURVEY CONTROL
 HN0130
 HN0130  NGVD 29 (??/??/92) 1413.139  (m)         4636.27   (f) ADJ UNCH    1 2
 HN0130
 HN0130.Superseded values are not recommended for survey control.
 HN0130
 HN0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0130.See file dsdata.pdf to determine how the superseded data were derived.
 HN0130
 HN0130_MARKER: DB = BENCH MARK DISK
 HN0130_SETTING: 66 = SET IN ROCK OUTCROP
 HN0130_STAMPING: Q 142 1962
 HN0130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0130+STABILITY: POSITION/ELEVATION WELL
 HN0130
 HN0130  HISTORY     - Date     Condition        Report By
 HN0130  HISTORY     - 1962     MONUMENTED       CGS
 HN0130  HISTORY     - 1982     GOOD             USGS
 HN0130  HISTORY     - 1982     GOOD             USGS
 HN0130
 HN0130                          STATION DESCRIPTION
 HN0130
 HN0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0130'8.45 MI NW FROM OLJATO.
 HN0130'ABOUT 8.45 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0130'FROM THE TRADING POST AT OLJATO, 51 FEET NORTHWEST OF THE CENTERLINE
 HN0130'OF THE DIRT ROAD, 43 FEET NORTHEAST OF A ROCK CAIRN, 30.0 FEET
 HN0130'SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 HN0130'DIRT ROAD, AND SET IN THE TOP OF A ROCK OUTCROP.
 HN0130
 HN0130                          STATION RECOVERY (1982)
 HN0130
 HN0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0130'OLJETO, ABOUT 8.45 MILE NORTHWEST OF 2.3 MILE NORTH ALONG A PAVED
 HN0130'ROAD FROM THE OLJETO TRADING POST, THENCE 7.9 MILE NORTHWEST ALONG A
 HN0130'GRADED ROAD, AT A CREST, 150 FT NORTHEAST OF AND 4.5 FT. HIGHER THAN
 HN0130'ROAD., 43 FT NORTHEAST OF A ROCK CAIRN, SET IN THE TOP OF A SANDSTONE
 HN0130'OUTCROP. A STANDARD DISK.
 HN0130
 HN0130                          STATION RECOVERY (1982)
 HN0130
 HN0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0130'OLJETO, ABOUT 8.45 MILE NORTHWEST OF 2.3 MILE NORTH ALONG A PAVED
 HN0130'ROAD FROM THE OLJETO TRADING POST, THENCE 7.9 MILE NORTHWEST ALONG A
 HN0130'GRADED ROAD, AT A CREST, 150 FT NORTHEAST OF AND 4.5 FT. HIGHER THAN
 HN0130'ROAD., 43 FT NORTHEAST OF A ROCK CAIRN, SET IN THE TOP OF A SANDSTONE
 HN0130'OUTCROP. A STANDARD DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0552 ***********************************************************************
 HN0552  DESIGNATION -  Q 143
 HN0552  PID         -  HN0552
 HN0552  STATE/COUNTY-  UT/KANE
 HN0552  COUNTRY     -  US
 HN0552  USGS QUAD   -  LONE ROCK (2017)
 HN0552
 HN0552                         *CURRENT SURVEY CONTROL
 HN0552  ______________________________________________________________________
 HN0552* NAD 83(1986) POSITION- 37 02 31.     (N) 111 35 04.     (W)   SCALED
 HN0552* NAVD 88 ORTHO HEIGHT -  1118.780 (meters)     3670.53  (feet) ADJUSTED
 HN0552  ______________________________________________________________________
 HN0552  GEOID HEIGHT    -        -23.371 (meters)                     GEOID18
 HN0552  DYNAMIC HEIGHT  -       1117.526 (meters)     3666.42  (feet) COMP
 HN0552  MODELED GRAVITY -    979,473.3   (mgal)                       NAVD 88
 HN0552
 HN0552  VERT ORDER      -  FIRST     CLASS II
 HN0552
 HN0552.The horizontal coordinates were scaled from a map and have
 HN0552.an estimated accuracy of +/- 6 seconds.
 HN0552
 HN0552.The orthometric height was determined by differential leveling and
 HN0552.adjusted by the NATIONAL GEODETIC SURVEY
 HN0552.in June 1991.
 HN0552
 HN0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0552.GEOID18 height accuracy estimate available here.
 HN0552
 HN0552.Click photographs - Photos may exist for this station.
 HN0552
 HN0552.The dynamic height is computed by dividing the NAVD 88
 HN0552.geopotential number by the normal gravity value computed on the
 HN0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0552.degrees latitude (g = 980.6199 gals.).
 HN0552
 HN0552.The modeled gravity was interpolated from observed gravity values.
 HN0552
 HN0552;                    North         East    Units  Estimated Accuracy
 HN0552;SPC UT S     - 3,041,650.      492,490.      MT  (+/- 180 meters Scaled)
 HN0552
 HN0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF480996(NAD 83)
 HN0552
 HN0552                          SUPERSEDED SURVEY CONTROL
 HN0552
 HN0552  NGVD 29 (??/??/92) 1117.880  (m)         3667.58   (f) ADJ UNCH    1 2
 HN0552
 HN0552.Superseded values are not recommended for survey control.
 HN0552
 HN0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0552.See file dsdata.pdf to determine how the superseded data were derived.
 HN0552
 HN0552_MARKER: DB = BENCH MARK DISK
 HN0552_SETTING: 66 = SET IN ROCK OUTCROP
 HN0552_STAMPING: Q 143 1962
 HN0552_MARK LOGO: CGS
 HN0552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0552+STABILITY: POSITION/ELEVATION WELL
 HN0552
 HN0552  HISTORY     - Date     Condition        Report By
 HN0552  HISTORY     - 1962     MONUMENTED       CGS
 HN0552  HISTORY     - 1977     MARK NOT FOUND   USGS
 HN0552  HISTORY     - 1977     MARK NOT FOUND   USGS
 HN0552
 HN0552                          STATION DESCRIPTION
 HN0552
 HN0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0552'14.8 MI NW FROM PAGE, AZ.
 HN0552'ABOUT 11.6 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 HN0552'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 1.1 MILES EAST
 HN0552'ALONG A DIRT ROAD AND ACROSS WAHWEAP CREEK TO THE NORTHEAST BANK OF
 HN0552'WAHWEAP CREEK.  THENCE 2.1 MILES EAST ALONG THE NORTHEAST CANYON WALL
 HN0552'OF WAHWEAP CREEK, ABOUT 0.1 MILE SOUTHEAST OF A 4X4 INCH WHITE WOODEN
 HN0552'REFERENCE POST WHICH PROJECTS ABOUT 16 FEET, 24.8 FEET NORTHWEST OF A
 HN0552'METAL WITNESS POST, AT THE MOUTH OF A SMALL CANYON, AND SET IN THE TOP
 HN0552'OF THE SOUTHEAST SLOPE OF A ROCK HILL.
 HN0552
 HN0552                          STATION RECOVERY (1977)
 HN0552
 HN0552'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0552'MARK NOT FOUND.
 HN0552
 HN0552                          STATION RECOVERY (1977)
 HN0552
 HN0552'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0552'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0399 ***********************************************************************
 HN0399  DESIGNATION -  Q 144
 HN0399  PID         -  HN0399
 HN0399  STATE/COUNTY-  UT/KANE
 HN0399  COUNTRY     -  US
 HN0399  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0399
 HN0399                         *CURRENT SURVEY CONTROL
 HN0399  ______________________________________________________________________
 HN0399* NAD 83(1986) POSITION- 37 03 00.     (N) 111 25 26.     (W)   SCALED
 HN0399* NAVD 88 ORTHO HEIGHT -  1179.860 (meters)     3870.92  (feet) ADJUSTED
 HN0399  ______________________________________________________________________
 HN0399  GEOID HEIGHT    -        -23.408 (meters)                     GEOID18
 HN0399  DYNAMIC HEIGHT  -       1178.520 (meters)     3866.53  (feet) COMP
 HN0399  MODELED GRAVITY -    979,455.8   (mgal)                       NAVD 88
 HN0399
 HN0399  VERT ORDER      -  FIRST     CLASS II
 HN0399
 HN0399.The horizontal coordinates were scaled from a map and have
 HN0399.an estimated accuracy of +/- 6 seconds.
 HN0399
 HN0399.The orthometric height was determined by differential leveling and
 HN0399.adjusted by the NATIONAL GEODETIC SURVEY
 HN0399.in June 1991.
 HN0399
 HN0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0399.GEOID18 height accuracy estimate available here.
 HN0399
 HN0399.Click photographs - Photos may exist for this station.
 HN0399
 HN0399.The dynamic height is computed by dividing the NAVD 88
 HN0399.geopotential number by the normal gravity value computed on the
 HN0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0399.degrees latitude (g = 980.6199 gals.).
 HN0399
 HN0399.The modeled gravity was interpolated from observed gravity values.
 HN0399
 HN0399;                    North         East    Units  Estimated Accuracy
 HN0399;SPC UT S     - 3,042,550.      506,770.      MT  (+/- 180 meters Scaled)
 HN0399
 HN0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG623005(NAD 83)
 HN0399
 HN0399                          SUPERSEDED SURVEY CONTROL
 HN0399
 HN0399  NGVD 29 (??/??/92) 1178.954  (m)         3867.95   (f) ADJ UNCH    1 2
 HN0399
 HN0399.Superseded values are not recommended for survey control.
 HN0399
 HN0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0399.See file dsdata.pdf to determine how the superseded data were derived.
 HN0399
 HN0399_MARKER: DB = BENCH MARK DISK
 HN0399_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HN0399_STAMPING: Q 144 1962
 HN0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0399
 HN0399  HISTORY     - Date     Condition        Report By
 HN0399  HISTORY     - 1962     MONUMENTED       CGS
 HN0399
 HN0399                          STATION DESCRIPTION
 HN0399
 HN0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0399'18.45 MI SE FROM GLEN CANYON CITY.
 HN0399'ABOUT 10.3 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0399'SERVICE STATION ON U.S. HIGHWAY 89 AT GLEN CANYON CITY.  THENCE 8.15
 HN0399'MILES SOUTHEAST ACROSS COUNTRY.  ON THE CREST OF A SANDY RIDGE, 30
 HN0399'FEET SOUTHEAST OF A 4X4-INCH WHITE WOODEN POST WHICH PROJECTS 16 FEET,
 HN0399'3.5 FEET NORTHEAST OF A METAL WITNESS POST, AND ON THE TOP OF A
 HN0399'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS
 HN0399'ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0481 ***********************************************************************
 HN0481  DESIGNATION -  Q 145
 HN0481  PID         -  HN0481
 HN0481  STATE/COUNTY-  UT/KANE
 HN0481  COUNTRY     -  US
 HN0481  USGS QUAD   -  SOONER BENCH (2017)
 HN0481
 HN0481                         *CURRENT SURVEY CONTROL
 HN0481  ______________________________________________________________________
 HN0481* NAD 83(1986) POSITION- 37 15 26.     (N) 111 00 24.     (W)   SCALED
 HN0481* NAVD 88 ORTHO HEIGHT -  1351.902 (meters)     4435.37  (feet) ADJUSTED
 HN0481  ______________________________________________________________________
 HN0481  GEOID HEIGHT    -        -22.675 (meters)                     GEOID18
 HN0481  DYNAMIC HEIGHT  -       1350.243 (meters)     4429.92  (feet) COMP
 HN0481  MODELED GRAVITY -    979,359.4   (mgal)                       NAVD 88
 HN0481
 HN0481  VERT ORDER      -  FIRST     CLASS II
 HN0481
 HN0481.The horizontal coordinates were scaled from a map and have
 HN0481.an estimated accuracy of +/- 6 seconds.
 HN0481
 HN0481.The orthometric height was determined by differential leveling and
 HN0481.adjusted by the NATIONAL GEODETIC SURVEY
 HN0481.in June 1991.
 HN0481
 HN0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0481.GEOID18 height accuracy estimate available here.
 HN0481
 HN0481.Click photographs - Photos may exist for this station.
 HN0481
 HN0481.The dynamic height is computed by dividing the NAVD 88
 HN0481.geopotential number by the normal gravity value computed on the
 HN0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0481.degrees latitude (g = 980.6199 gals.).
 HN0481
 HN0481.The modeled gravity was interpolated from observed gravity values.
 HN0481
 HN0481;                    North         East    Units  Estimated Accuracy
 HN0481;SPC UT S     - 3,065,660.      543,760.      MT  (+/- 180 meters Scaled)
 HN0481
 HN0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG994234(NAD 83)
 HN0481
 HN0481                          SUPERSEDED SURVEY CONTROL
 HN0481
 HN0481  NGVD 29 (??/??/92) 1350.784  (m)         4431.70   (f) ADJ UNCH    1 2
 HN0481
 HN0481.Superseded values are not recommended for survey control.
 HN0481
 HN0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0481.See file dsdata.pdf to determine how the superseded data were derived.
 HN0481
 HN0481_MARKER: DB = BENCH MARK DISK
 HN0481_SETTING: 66 = SET IN ROCK OUTCROP
 HN0481_STAMPING: Q 145 1962
 HN0481_MARK LOGO: CGS
 HN0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0481+STABILITY: POSITION/ELEVATION WELL
 HN0481
 HN0481  HISTORY     - Date     Condition        Report By
 HN0481  HISTORY     - 1962     MONUMENTED       CGS
 HN0481
 HN0481                          STATION DESCRIPTION
 HN0481
 HN0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0481'8.25 MI W FROM HOLE IN THE ROCK.
 HN0481'ABOUT 7.9 MILE WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0481'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0481'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0481'AROUND THE BASE OF A LARGE SANDSTONE FORMATION, 55 FEET SOUTHEAST OF
 HN0481'THE CENTER OF A WASH, 53 FEET NORTH OF AN 8-INCH CEDAR TREE, 45.0 FEET
 HN0481'EAST OF A METAL WITNESS POST, ABOUT 10 FEET ABOVE THE BOTTOM OF THE
 HN0481'WASH, AND SET IN THE TOP OF A LARGE SANDSTONE FORMATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0265 ***********************************************************************
 HN0265  DESIGNATION -  Q 146
 HN0265  PID         -  HN0265
 HN0265  STATE/COUNTY-  UT/KANE
 HN0265  COUNTRY     -  US
 HN0265  USGS QUAD   -  NASJA MESA (2017)
 HN0265
 HN0265                         *CURRENT SURVEY CONTROL
 HN0265  ______________________________________________________________________
 HN0265* NAD 83(1986) POSITION- 37 14 04.     (N) 110 56 15.     (W)   SCALED
 HN0265* NAVD 88 ORTHO HEIGHT -  1197.958 (meters)     3930.30  (feet) ADJUSTED
 HN0265  ______________________________________________________________________
 HN0265  GEOID HEIGHT    -        -22.760 (meters)                     GEOID18
 HN0265  DYNAMIC HEIGHT  -       1196.577 (meters)     3925.77  (feet) COMP
 HN0265  MODELED GRAVITY -    979,438.5   (mgal)                       NAVD 88
 HN0265
 HN0265  VERT ORDER      -  FIRST     CLASS II
 HN0265
 HN0265.The horizontal coordinates were scaled from a map and have
 HN0265.an estimated accuracy of +/- 6 seconds.
 HN0265
 HN0265.The orthometric height was determined by differential leveling and
 HN0265.adjusted by the NATIONAL GEODETIC SURVEY
 HN0265.in June 1991.
 HN0265
 HN0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0265.GEOID18 height accuracy estimate available here.
 HN0265
 HN0265.Click photographs - Photos may exist for this station.
 HN0265
 HN0265.The dynamic height is computed by dividing the NAVD 88
 HN0265.geopotential number by the normal gravity value computed on the
 HN0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0265.degrees latitude (g = 980.6199 gals.).
 HN0265
 HN0265.The modeled gravity was interpolated from observed gravity values.
 HN0265
 HN0265;                    North         East    Units  Estimated Accuracy
 HN0265;SPC UT S     - 3,063,160.      549,910.      MT  (+/- 180 meters Scaled)
 HN0265
 HN0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG055208(NAD 83)
 HN0265
 HN0265                          SUPERSEDED SURVEY CONTROL
 HN0265
 HN0265  NGVD 29 (??/??/92) 1196.939  (m)         3926.96   (f) ADJ UNCH    1 2
 HN0265
 HN0265.Superseded values are not recommended for survey control.
 HN0265
 HN0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0265.See file dsdata.pdf to determine how the superseded data were derived.
 HN0265
 HN0265_MARKER: DB = BENCH MARK DISK
 HN0265_SETTING: 66 = SET IN ROCK OUTCROP
 HN0265_STAMPING: Q 146 1962
 HN0265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0265+STABILITY: POSITION/ELEVATION WELL
 HN0265
 HN0265  HISTORY     - Date     Condition        Report By
 HN0265  HISTORY     - 1962     MONUMENTED       CGS
 HN0265
 HN0265                          STATION DESCRIPTION
 HN0265
 HN0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0265'5.0 MI SW FROM HOLE-IN-THE-ROCK.
 HN0265'5.0 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK. ABOUT
 HN0265'60 FEET NORTH OF THE NORTH RIM OF LIEWELLYN GULCH, SET IN THE TOP OF A
 HN0265'SANDSTONE OUTCROP, 24 FEET EAST OF THE EAST EDGE OF THE TOP OF A
 HN0265'MUSHROOM SHAPED SANDSTONE FORMATION, ABOUT 10 FEET BELOW THE TOP OF
 HN0265'THE FORMATION, AND 35.0 FEET WEST-SOUTHWEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0257 ***********************************************************************
 HN0257  DESIGNATION -  Q 147
 HN0257  PID         -  HN0257
 HN0257  STATE/COUNTY-  UT/SAN JUAN
 HN0257  COUNTRY     -  US
 HN0257  USGS QUAD   -  NOKAI DOME (2017)
 HN0257
 HN0257                         *CURRENT SURVEY CONTROL
 HN0257  ______________________________________________________________________
 HN0257* NAD 83(1986) POSITION- 37 22 16.     (N) 110 33 16.     (W)   SCALED
 HN0257* NAVD 88 ORTHO HEIGHT -  1420.614 (meters)     4660.80  (feet) ADJUSTED
 HN0257  ______________________________________________________________________
 HN0257  GEOID HEIGHT    -        -22.190 (meters)                     GEOID18
 HN0257  DYNAMIC HEIGHT  -       1418.963 (meters)     4655.38  (feet) COMP
 HN0257  MODELED GRAVITY -    979,420.0   (mgal)                       NAVD 88
 HN0257
 HN0257  VERT ORDER      -  FIRST     CLASS II
 HN0257
 HN0257.The horizontal coordinates were scaled from a map and have
 HN0257.an estimated accuracy of +/- 6 seconds.
 HN0257
 HN0257.The orthometric height was determined by differential leveling and
 HN0257.adjusted by the NATIONAL GEODETIC SURVEY
 HN0257.in June 1991.
 HN0257
 HN0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0257.GEOID18 height accuracy estimate available here.
 HN0257
 HN0257.Click photographs - Photos may exist for this station.
 HN0257
 HN0257.The dynamic height is computed by dividing the NAVD 88
 HN0257.geopotential number by the normal gravity value computed on the
 HN0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0257.degrees latitude (g = 980.6199 gals.).
 HN0257
 HN0257.The modeled gravity was interpolated from observed gravity values.
 HN0257
 HN0257;                    North         East    Units  Estimated Accuracy
 HN0257;SPC UT S     - 3,078,610.      583,750.      MT  (+/- 180 meters Scaled)
 HN0257
 HN0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG394361(NAD 83)
 HN0257
 HN0257                          SUPERSEDED SURVEY CONTROL
 HN0257
 HN0257  NGVD 29 (??/??/92) 1419.568  (m)         4657.37   (f) ADJ UNCH    1 2
 HN0257
 HN0257.Superseded values are not recommended for survey control.
 HN0257
 HN0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0257.See file dsdata.pdf to determine how the superseded data were derived.
 HN0257
 HN0257_MARKER: DB = BENCH MARK DISK
 HN0257_SETTING: 66 = SET IN ROCK OUTCROP
 HN0257_STAMPING: Q 147 1962
 HN0257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0257+STABILITY: POSITION/ELEVATION WELL
 HN0257
 HN0257  HISTORY     - Date     Condition        Report By
 HN0257  HISTORY     - 1962     MONUMENTED       CGS
 HN0257
 HN0257                          STATION DESCRIPTION
 HN0257
 HN0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0257'51.8 MI SW FROM FRY CANYON.
 HN0257'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0257'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0257'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0257'SOUTHWEST ALONG A GRADED DIRT ROAD TO A ROAD JUNCTION AND AN ABANDONED
 HN0257'ARMY HALF-TRACK.  THENCE 0.9 MILE WEST ALONG A TRAIL ROAD. 35 FEET
 HN0257'SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE
 HN0257'SOUTHWEST END OF A LARGE SANDSTONE OUTCROP WHICH PROJECTS 10 INCHES
 HN0257'ABOVE THE GROUND NEAR THE MARK, 69 FEET SOUTHWEST OF THE HIGHEST POINT
 HN0257'OF THE OUTCROP, 48.0 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM A
 HN0257'METAL WITNESS POST, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0298 ***********************************************************************
 HN0298  DESIGNATION -  Q 148
 HN0298  PID         -  HN0298
 HN0298  STATE/COUNTY-  UT/SAN JUAN
 HN0298  COUNTRY     -  US
 HN0298  USGS QUAD   -  HALLS CROSSING (2017)
 HN0298
 HN0298                         *CURRENT SURVEY CONTROL
 HN0298  ______________________________________________________________________
 HN0298* NAD 83(1986) POSITION- 37 27 21.     (N) 110 38 48.     (W)   SCALED
 HN0298* NAVD 88 ORTHO HEIGHT -  1212.662 (meters)     3978.54  (feet) ADJUSTED
 HN0298  ______________________________________________________________________
 HN0298  GEOID HEIGHT    -        -22.410 (meters)                     GEOID18
 HN0298  DYNAMIC HEIGHT  -       1211.315 (meters)     3974.12  (feet) COMP
 HN0298  MODELED GRAVITY -    979,479.0   (mgal)                       NAVD 88
 HN0298
 HN0298  VERT ORDER      -  FIRST     CLASS II
 HN0298
 HN0298.The horizontal coordinates were scaled from a map and have
 HN0298.an estimated accuracy of +/- 6 seconds.
 HN0298
 HN0298.The orthometric height was determined by differential leveling and
 HN0298.adjusted by the NATIONAL GEODETIC SURVEY
 HN0298.in June 1991.
 HN0298
 HN0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0298.GEOID18 height accuracy estimate available here.
 HN0298
 HN0298.Click photographs - Photos may exist for this station.
 HN0298
 HN0298.The dynamic height is computed by dividing the NAVD 88
 HN0298.geopotential number by the normal gravity value computed on the
 HN0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0298.degrees latitude (g = 980.6199 gals.).
 HN0298
 HN0298.The modeled gravity was interpolated from observed gravity values.
 HN0298
 HN0298;                    North         East    Units  Estimated Accuracy
 HN0298;SPC UT S     - 3,087,930.      575,500.      MT  (+/- 180 meters Scaled)
 HN0298
 HN0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG312454(NAD 83)
 HN0298
 HN0298                          SUPERSEDED SURVEY CONTROL
 HN0298
 HN0298  NGVD 29 (??/??/92) 1211.654  (m)         3975.23   (f) ADJ UNCH    1 2
 HN0298
 HN0298.Superseded values are not recommended for survey control.
 HN0298
 HN0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0298.See file dsdata.pdf to determine how the superseded data were derived.
 HN0298
 HN0298_MARKER: DB = BENCH MARK DISK
 HN0298_SETTING: 66 = SET IN ROCK OUTCROP
 HN0298_STAMPING: Q 148 1962
 HN0298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0298+STABILITY: POSITION/ELEVATION WELL
 HN0298
 HN0298  HISTORY     - Date     Condition        Report By
 HN0298  HISTORY     - 1962     MONUMENTED       CGS
 HN0298
 HN0298                          STATION DESCRIPTION
 HN0298
 HN0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0298'58.75 MI SW FROM FRY CANYON.
 HN0298'12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE AT FRY
 HN0298'CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD. THENCE
 HN0298'15.0 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH CLAY HILLS
 HN0298'DIVIDE.  THENCE 11.75 MILES NORTHWEST ALONG A BULLDOZED ROAD LEADING
 HN0298'TO HALLS CROSSING ON THE COLORADO RIVER, 19.25 MILES WEST OF GREEN
 HN0298'WATER SPRING, 228 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD,
 HN0298'49.0 FEET WEST-NORTHWEST OF A METAL WITNESS POST, ABOUT 10 FEET ABOVE
 HN0298'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A SLOPING SANDSTONE
 HN0298'OUTCROP ABOUT 3 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0233 ***********************************************************************
 HN0233  DESIGNATION -  Q 149
 HN0233  PID         -  HN0233
 HN0233  STATE/COUNTY-  UT/SAN JUAN
 HN0233  COUNTRY     -  US
 HN0233  USGS QUAD   -  ALCOVE CANYON (2017)
 HN0233
 HN0233                         *CURRENT SURVEY CONTROL
 HN0233  ______________________________________________________________________
 HN0233* NAD 83(1986) POSITION- 37 17 29.8    (N) 110 41 59.8    (W)   HD_HELD2
 HN0233* NAVD 88 ORTHO HEIGHT -  1443.424 (meters)     4735.63  (feet) ADJUSTED
 HN0233  ______________________________________________________________________
 HN0233  GEOID HEIGHT    -        -22.468 (meters)                     GEOID18
 HN0233  DYNAMIC HEIGHT  -       1441.804 (meters)     4730.32  (feet) COMP
 HN0233  MODELED GRAVITY -    979,458.2   (mgal)                       NAVD 88
 HN0233
 HN0233  VERT ORDER      -  FIRST     CLASS II
 HN0233
 HN0233.The horizontal coordinates were established by autonomous hand held GPS
 HN0233.observations and have an estimated accuracy of +/- 10 meters.
 HN0233
 HN0233.The orthometric height was determined by differential leveling and
 HN0233.adjusted by the NATIONAL GEODETIC SURVEY
 HN0233.in June 1991.
 HN0233
 HN0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0233.GEOID18 height accuracy estimate available here.
 HN0233
 HN0233.Click photographs - Photos may exist for this station.
 HN0233
 HN0233.The dynamic height is computed by dividing the NAVD 88
 HN0233.geopotential number by the normal gravity value computed on the
 HN0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0233.degrees latitude (g = 980.6199 gals.).
 HN0233
 HN0233.The modeled gravity was interpolated from observed gravity values.
 HN0233
 HN0233;                    North         East    Units  Estimated Accuracy
 HN0233;SPC UT S     - 3,069,662.      570,940.      MT  (+/- 10 meters HH2 GPS)
 HN0233
 HN0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2659527264(NAD 83)
 HN0233
 HN0233                          SUPERSEDED SURVEY CONTROL
 HN0233
 HN0233  NGVD 29 (??/??/92) 1442.452  (m)         4732.44   (f) ADJ UNCH    1 2
 HN0233
 HN0233.Superseded values are not recommended for survey control.
 HN0233
 HN0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0233.See file dsdata.pdf to determine how the superseded data were derived.
 HN0233
 HN0233_MARKER: DB = BENCH MARK DISK
 HN0233_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HN0233_SP_SET: UNSPEC. ROCK
 HN0233_STAMPING: Q 149 1962
 HN0233_MARK LOGO: CGS
 HN0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0233
 HN0233  HISTORY     - Date     Condition        Report By
 HN0233  HISTORY     - 1962     MONUMENTED       CGS
 HN0233
 HN0233                          STATION DESCRIPTION
 HN0233
 HN0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0233'67.65 MI SW FROM FRY CANYON.
 HN0233'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0233'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0233'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0233'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0233'TRAIL ROAD.  THENCE 13.05 MILES SOUTHWEST ALONG A TRAIL ROAD.  0.8
 HN0233'MILES SOUTHWEST OF A CROSSING OF THE ROAD AND THE HEAD OF A CANYON, 15
 HN0233'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD WHICH IS MARKED WITH
 HN0233'WHITE PAINT THROUGH AN AREA OF SOLID ROCK, SET IN ROCK, 58 FEET
 HN0233'NORTHWEST OF THE NORTHWEST EDGE OF WILSON MESA, 21.4 FEET WEST OF A
 HN0233'METAL WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0441 ***********************************************************************
 HN0441  DESIGNATION -  Q 150
 HN0441  PID         -  HN0441
 HN0441  STATE/COUNTY-  UT/KANE
 HN0441  COUNTRY     -  US
 HN0441  USGS QUAD   -  MAZUKI POINT (2017)
 HN0441
 HN0441                         *CURRENT SURVEY CONTROL
 HN0441  ______________________________________________________________________
 HN0441* NAD 83(1986) POSITION- 37 07 35.     (N) 111 07 56.     (W)   SCALED
 HN0441* NAVD 88 ORTHO HEIGHT -  1449.520 (meters)     4755.63  (feet) ADJUSTED
 HN0441  ______________________________________________________________________
 HN0441  GEOID HEIGHT    -        -23.041 (meters)                     GEOID18
 HN0441  DYNAMIC HEIGHT  -       1447.800 (meters)     4749.99  (feet) COMP
 HN0441  MODELED GRAVITY -    979,394.6   (mgal)                       NAVD 88
 HN0441
 HN0441  VERT ORDER      -  FIRST     CLASS II
 HN0441
 HN0441.The horizontal coordinates were scaled from a map and have
 HN0441.an estimated accuracy of +/- 6 seconds.
 HN0441
 HN0441.The orthometric height was determined by differential leveling and
 HN0441.adjusted by the NATIONAL GEODETIC SURVEY
 HN0441.in June 1991.
 HN0441
 HN0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0441.GEOID18 height accuracy estimate available here.
 HN0441
 HN0441.Click photographs - Photos may exist for this station.
 HN0441
 HN0441.The dynamic height is computed by dividing the NAVD 88
 HN0441.geopotential number by the normal gravity value computed on the
 HN0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0441.degrees latitude (g = 980.6199 gals.).
 HN0441
 HN0441.The modeled gravity was interpolated from observed gravity values.
 HN0441
 HN0441;                    North         East    Units  Estimated Accuracy
 HN0441;SPC UT S     - 3,051,090.      532,680.      MT  (+/- 180 meters Scaled)
 HN0441
 HN0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG882089(NAD 83)
 HN0441
 HN0441                          SUPERSEDED SURVEY CONTROL
 HN0441
 HN0441  NGVD 29 (??/??/92) 1448.537  (m)         4752.41   (f) ADJ UNCH    1 2
 HN0441
 HN0441.Superseded values are not recommended for survey control.
 HN0441
 HN0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0441.See file dsdata.pdf to determine how the superseded data were derived.
 HN0441
 HN0441_MARKER: DB = BENCH MARK DISK
 HN0441_SETTING: 66 = SET IN ROCK OUTCROP
 HN0441_STAMPING: Q 150 1962
 HN0441_MARK LOGO: CGS
 HN0441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0441+STABILITY: POSITION/ELEVATION WELL
 HN0441
 HN0441  HISTORY     - Date     Condition        Report By
 HN0441  HISTORY     - 1962     MONUMENTED       CGS
 HN0441
 HN0441                          STATION DESCRIPTION
 HN0441
 HN0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0441'27.05 MI SW FROM HOLE-IN-THE-ROCK.
 HN0441'ABOUT 7.9  MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0441'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0441'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0441'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0441'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0441'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0441'PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0441'HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0441'CLIFFS.  THENCE 2.4 MILES SOUTH-SOUTHEAST ALONG A COW PATH.  THENCE
 HN0441'3.1 MILES SOUTH ACROSS ROCKY COUNTRY TOWARDS NAVAJO POINT.  THENCE 3.0
 HN0441'MILES NORTHWEST ALONG A COW PATH AND AROUND NAVAJO POINT.  THENCE 6.8
 HN0441'MILES SOUTHWEST DOWNHILL AND ACROSS ROCKY COUNTRY ONTO BILLIE FLAT
 HN0441'TOP, ABOUT 100 FEET SOUTHEAST OF THE SOUTHEAST RIM OF A CANYON, 80.5
 HN0441'FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A FLAT
 HN0441'ROCK OUTCROP WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0427 ***********************************************************************
 HN0427  DESIGNATION -  Q 151
 HN0427  PID         -  HN0427
 HN0427  STATE/COUNTY-  UT/KANE
 HN0427  COUNTRY     -  US
 HN0427  USGS QUAD   -  GUNSIGHT BUTTE (2017)
 HN0427
 HN0427                         *CURRENT SURVEY CONTROL
 HN0427  ______________________________________________________________________
 HN0427* NAD 83(1986) POSITION- 37 07 28.     (N) 111 17 43.     (W)   SCALED
 HN0427* NAVD 88 ORTHO HEIGHT -  1318.057 (meters)     4324.33  (feet) ADJUSTED
 HN0427  ______________________________________________________________________
 HN0427  GEOID HEIGHT    -        -23.208 (meters)                     GEOID18
 HN0427  DYNAMIC HEIGHT  -       1316.482 (meters)     4319.16  (feet) COMP
 HN0427  MODELED GRAVITY -    979,392.4   (mgal)                       NAVD 88
 HN0427
 HN0427  VERT ORDER      -  FIRST     CLASS II
 HN0427
 HN0427.The horizontal coordinates were scaled from a map and have
 HN0427.an estimated accuracy of +/- 6 seconds.
 HN0427
 HN0427.The orthometric height was determined by differential leveling and
 HN0427.adjusted by the NATIONAL GEODETIC SURVEY
 HN0427.in June 1991.
 HN0427
 HN0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0427.GEOID18 height accuracy estimate available here.
 HN0427
 HN0427.Click photographs - Photos may exist for this station.
 HN0427
 HN0427.The dynamic height is computed by dividing the NAVD 88
 HN0427.geopotential number by the normal gravity value computed on the
 HN0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0427.degrees latitude (g = 980.6199 gals.).
 HN0427
 HN0427.The modeled gravity was interpolated from observed gravity values.
 HN0427
 HN0427;                    North         East    Units  Estimated Accuracy
 HN0427;SPC UT S     - 3,050,830.      518,190.      MT  (+/- 180 meters Scaled)
 HN0427
 HN0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG737087(NAD 83)
 HN0427
 HN0427                          SUPERSEDED SURVEY CONTROL
 HN0427
 HN0427  NGVD 29 (??/??/92) 1317.056  (m)         4321.04   (f) ADJ UNCH    1 2
 HN0427
 HN0427.Superseded values are not recommended for survey control.
 HN0427
 HN0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0427.See file dsdata.pdf to determine how the superseded data were derived.
 HN0427
 HN0427_MARKER: DB = BENCH MARK DISK
 HN0427_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0427_STAMPING: Q 151 1962
 HN0427_MARK LOGO: CGS
 HN0427_MAGNETIC: P = MARKER IS A STEEL PIPE
 HN0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0427
 HN0427  HISTORY     - Date     Condition        Report By
 HN0427  HISTORY     - 1962     MONUMENTED       CGS
 HN0427  HISTORY     - 1979     GOOD             USGS
 HN0427  HISTORY     - 1979     GOOD             USGS
 HN0427
 HN0427                          STATION DESCRIPTION
 HN0427
 HN0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0427'26.55 MI E FROM GLEN CANYON CITY.
 HN0427'ABOUT 17.75 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0427'SERVICE STATION AT GLEN CANYON CITY.  THENCE 8.8 MILES EAST ALONG A
 HN0427'DIM BULLDOZED TRAIL ROAD, ABOUT 0.3 MILE WEST OF A POINTED HILL, ABOUT
 HN0427'68 YARDS SOUTH OF A FENCE CORNER OF A SMALL FENCE WHICH IS AROUND A
 HN0427'POND, 29 FEET WEST OF THE CENTERLINE OF THE ROAD, 5.0 FEET NORTH OF A
 HN0427'METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 HN0427'SET IN THE TOP OF A 6-INCH CONCRETE PIPE WHICH IS FILLED WITH CONCRETE
 HN0427'AND WHICH IS EMBEDDED IN CONCRETE AND PROJECTING ABOUT 8 INCHES ABOVE
 HN0427'THE GROUND.
 HN0427
 HN0427                          STATION RECOVERY (1979)
 HN0427
 HN0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HN0427'TO REACH FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY GO E. ON
 HN0427'GRADED DIRT ROAD FOR 13.7 MI. TO ROAD FORK WITH SIGN ESCALANTE 88 MI.
 HN0427'AND GRAND BENCH 27 MI. GO RIGHT E. ON ROAD FOR 3.2 MI. TO ROAD FORK,
 HN0427'GO LEFT E. ON ROAD FOR 7.55 MILE TO BM SITE ON LEFT AND SMALL POND ON
 HN0427'RIGHT. 26 FT. W. CTR. ROAD, SET IN TOP OF A 6 IN. CONCRETE PIPE,
 HN0427'PROJECTING 8 INCHES.
 HN0427
 HN0427                          STATION RECOVERY (1979)
 HN0427
 HN0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HN0427'TO REACH FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY GO E. ON
 HN0427'GRADED DIRT ROAD FOR 13.7 MI. TO ROAD FORK WITH SIGN ESCALANTE 88 MI.
 HN0427'AND GRAND BENCH 27 MI. GO RIGHT E. ON ROAD FOR 3.2 MI. TO ROAD FORK,
 HN0427'GO LEFT E. ON ROAD FOR 7.55 MILE TO BM SITE ON LEFT AND SMALL POND ON
 HN0427'RIGHT. 26 FT. W. CTR. ROAD, SET IN TOP OF A 6 IN. CONCRETE PIPE,
 HN0427'PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0377 ***********************************************************************
 HN0377  DESIGNATION -  Q 152
 HN0377  PID         -  HN0377
 HN0377  STATE/COUNTY-  UT/KANE
 HN0377  COUNTRY     -  US
 HN0377  USGS QUAD   -  NAVAJO POINT (2017)
 HN0377
 HN0377                         *CURRENT SURVEY CONTROL
 HN0377  ______________________________________________________________________
 HN0377* NAD 83(1986) POSITION- 37 09 02.     (N) 111 00 27.     (W)   SCALED
 HN0377* NAVD 88 ORTHO HEIGHT -  1292.244 (meters)     4239.64  (feet) ADJUSTED
 HN0377  ______________________________________________________________________
 HN0377  GEOID HEIGHT    -        -22.848 (meters)                     GEOID18
 HN0377  DYNAMIC HEIGHT  -       1290.637 (meters)     4234.36  (feet) COMP
 HN0377  MODELED GRAVITY -    979,345.7   (mgal)                       NAVD 88
 HN0377
 HN0377  VERT ORDER      -  FIRST     CLASS II
 HN0377
 HN0377.The horizontal coordinates were scaled from a map and have
 HN0377.an estimated accuracy of +/- 6 seconds.
 HN0377
 HN0377.The orthometric height was determined by differential leveling and
 HN0377.adjusted by the NATIONAL GEODETIC SURVEY
 HN0377.in June 1991.
 HN0377
 HN0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0377.GEOID18 height accuracy estimate available here.
 HN0377
 HN0377.Click photographs - Photos may exist for this station.
 HN0377
 HN0377.The dynamic height is computed by dividing the NAVD 88
 HN0377.geopotential number by the normal gravity value computed on the
 HN0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0377.degrees latitude (g = 980.6199 gals.).
 HN0377
 HN0377.The modeled gravity was interpolated from observed gravity values.
 HN0377
 HN0377;                    North         East    Units  Estimated Accuracy
 HN0377;SPC UT S     - 3,053,820.      543,750.      MT  (+/- 180 meters Scaled)
 HN0377
 HN0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG993115(NAD 83)
 HN0377
 HN0377                          SUPERSEDED SURVEY CONTROL
 HN0377
 HN0377  NGVD 29 (??/??/92) 1291.129  (m)         4235.98   (f) ADJ UNCH    1 2
 HN0377
 HN0377.Superseded values are not recommended for survey control.
 HN0377
 HN0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0377.See file dsdata.pdf to determine how the superseded data were derived.
 HN0377
 HN0377_MARKER: DB = BENCH MARK DISK
 HN0377_SETTING: 66 = SET IN ROCK OUTCROP
 HN0377_STAMPING: Q 152 1962
 HN0377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0377+STABILITY: POSITION/ELEVATION WELL
 HN0377
 HN0377  HISTORY     - Date     Condition        Report By
 HN0377  HISTORY     - 1962     MONUMENTED       CGS
 HN0377
 HN0377                          STATION DESCRIPTION
 HN0377
 HN0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0377'18.3 MI SW FROM HOLE IN THE ROCK.
 HN0377'ABOUT 18.3 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK.
 HN0377'ABOUT 1.2 MILES WEST-SOUTHWEST OF NAVAJO POINT, SET IN THE TOP OF A
 HN0377'ROCK LEDGE WHICH IS AT THE BASE OF A HILL COVERED WITH LARGE BOULDERS,
 HN0377'18.0 FEET EAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0456 ***********************************************************************
 HN0456  DESIGNATION -  Q 153
 HN0456  PID         -  HN0456
 HN0456  STATE/COUNTY-  UT/KANE
 HN0456  COUNTRY     -  US
 HN0456  USGS QUAD   -  NAVAJO POINT (2017)
 HN0456
 HN0456                         *CURRENT SURVEY CONTROL
 HN0456  ______________________________________________________________________
 HN0456* NAD 83(1986) POSITION- 37 09 24.     (N) 111 01 43.     (W)   SCALED
 HN0456* NAVD 88 ORTHO HEIGHT -  1916.956 (meters)     6289.21  (feet) ADJUSTED
 HN0456  ______________________________________________________________________
 HN0456  GEOID HEIGHT    -        -22.814 (meters)                     GEOID18
 HN0456  DYNAMIC HEIGHT  -       1914.608 (meters)     6281.51  (feet) COMP
 HN0456  MODELED GRAVITY -    979,337.9   (mgal)                       NAVD 88
 HN0456
 HN0456  VERT ORDER      -  FIRST     CLASS II
 HN0456
 HN0456.The horizontal coordinates were scaled from a map and have
 HN0456.an estimated accuracy of +/- 6 seconds.
 HN0456
 HN0456.The orthometric height was determined by differential leveling and
 HN0456.adjusted by the NATIONAL GEODETIC SURVEY
 HN0456.in June 1991.
 HN0456
 HN0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0456.GEOID18 height accuracy estimate available here.
 HN0456
 HN0456.Click photographs - Photos may exist for this station.
 HN0456
 HN0456.The dynamic height is computed by dividing the NAVD 88
 HN0456.geopotential number by the normal gravity value computed on the
 HN0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0456.degrees latitude (g = 980.6199 gals.).
 HN0456
 HN0456.The modeled gravity was interpolated from observed gravity values.
 HN0456
 HN0456;                    North         East    Units  Estimated Accuracy
 HN0456;SPC UT S     - 3,054,490.      541,870.      MT  (+/- 180 meters Scaled)
 HN0456
 HN0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG974122(NAD 83)
 HN0456
 HN0456                          SUPERSEDED SURVEY CONTROL
 HN0456
 HN0456  NGVD 29 (??/??/92) 1915.947  (m)         6285.90   (f) ADJ UNCH    1 2
 HN0456
 HN0456.Superseded values are not recommended for survey control.
 HN0456
 HN0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0456.See file dsdata.pdf to determine how the superseded data were derived.
 HN0456
 HN0456_MARKER: DB = BENCH MARK DISK
 HN0456_SETTING: 80 = SET IN A BOULDER
 HN0456_STAMPING: Q 153 1962
 HN0456_MARK LOGO: CGS
 HN0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0456+STABILITY: SURFACE MOTION
 HN0456
 HN0456  HISTORY     - Date     Condition        Report By
 HN0456  HISTORY     - 1962     MONUMENTED       CGS
 HN0456
 HN0456                          STATION DESCRIPTION
 HN0456
 HN0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0456'19.1 MI SW FROM HOLE IN THE ROCK.
 HN0456'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0456'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0456'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0456'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0456'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0456'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0456'PATH.  THENCE 1.25 MILE SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0456'HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0456'CLIFFS.  THENCE 2.4 MILES SOUTH-SOUTHEAST ALONG A COW PATH.  THENCE
 HN0456'3.1 MILES SOUTH ACROSS ROCKY COUNTRY TOWARDS NAVAJO POINT.  THENCE
 HN0456'1.85 MILES NORTHWEST ALONG A COW PATH AND AROUND NAVAJO POINT,
 HN0456'WEST-SOUTHWEST OF NAVAJO POINT, 13 FEET WEST OF THE COW PATH, 3.2 FEET
 HN0456'NORTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A BOULDER
 HN0456'WHICH PROJECTS ABOUT 18-INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0327 ***********************************************************************
 MS0327  DESIGNATION -  Q 154
 MS0327  PID         -  MS0327
 MS0327  STATE/COUNTY-  UT/BOX ELDER
 MS0327  COUNTRY     -  US
 MS0327  USGS QUAD   -  GROOME (2017)
 MS0327
 MS0327                         *CURRENT SURVEY CONTROL
 MS0327  ______________________________________________________________________
 MS0327* NAD 83(1986) POSITION- 41 16 46.     (N) 113 17 37.     (W)   SCALED
 MS0327* NAVD 88 ORTHO HEIGHT -  1286.040 (meters)     4219.28  (feet) ADJUSTED
 MS0327  ______________________________________________________________________
 MS0327  GEOID HEIGHT    -        -16.854 (meters)                     GEOID18
 MS0327  DYNAMIC HEIGHT  -       1285.144 (meters)     4216.34  (feet) COMP
 MS0327  MODELED GRAVITY -    979,882.6   (mgal)                       NAVD 88
 MS0327
 MS0327  VERT ORDER      -  SECOND    CLASS 0
 MS0327
 MS0327.The horizontal coordinates were scaled from a map and have
 MS0327.an estimated accuracy of +/- 6 seconds.
 MS0327
 MS0327.The orthometric height was determined by differential leveling and
 MS0327.adjusted by the NATIONAL GEODETIC SURVEY
 MS0327.in June 1991.
 MS0327
 MS0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0327.GEOID18 height accuracy estimate available here.
 MS0327
 MS0327.Click photographs - Photos may exist for this station.
 MS0327
 MS0327.The dynamic height is computed by dividing the NAVD 88
 MS0327.geopotential number by the normal gravity value computed on the
 MS0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0327.degrees latitude (g = 980.6199 gals.).
 MS0327
 MS0327.The modeled gravity was interpolated from observed gravity values.
 MS0327
 MS0327;                    North         East    Units  Estimated Accuracy
 MS0327;SPC UT N     - 1,106,620.      349,750.      MT  (+/- 180 meters Scaled)
 MS0327
 MS0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL079723(NAD 83)
 MS0327
 MS0327                          SUPERSEDED SURVEY CONTROL
 MS0327
 MS0327  NGVD 29 (??/??/92) 1285.051  (m)         4216.04   (f) ADJ UNCH    2 0
 MS0327
 MS0327.Superseded values are not recommended for survey control.
 MS0327
 MS0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0327.See file dsdata.pdf to determine how the superseded data were derived.
 MS0327
 MS0327_MARKER: DB = BENCH MARK DISK
 MS0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0327_STAMPING: Q 154 1966
 MS0327_MARK LOGO: CGS
 MS0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0327+STABILITY: SURFACE MOTION
 MS0327
 MS0327  HISTORY     - Date     Condition        Report By
 MS0327  HISTORY     - 1966     MONUMENTED       CGS
 MS0327
 MS0327                          STATION DESCRIPTION
 MS0327
 MS0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0327'9.05 MI W FROM HOGUP.
 MS0327'9.05 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STOCK
 MS0327'PENS AT HOGUP, 1 1/2 FEET EAST OF THE SECOND POLE WEST OF MILE POST
 MS0327'712, 58.3 FEET NORTH OF THE NORTH RAIL, 2.0 FEET WEST OF A WITNESS
 MS0327'POST, ABOUT 8 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE
 MS0327'POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0413 ***********************************************************************
 MS0413  DESIGNATION -  Q 155
 MS0413  PID         -  MS0413
 MS0413  STATE/COUNTY-  UT/BOX ELDER
 MS0413  COUNTRY     -  US
 MS0413  USGS QUAD   -  JACKSON (2017)
 MS0413
 MS0413                         *CURRENT SURVEY CONTROL
 MS0413  ______________________________________________________________________
 MS0413* NAD 83(1986) POSITION- 41 19 37.     (N) 113 44 45.     (W)   SCALED
 MS0413* NAVD 88 ORTHO HEIGHT -  1311.282 (meters)     4302.10  (feet) ADJUSTED
 MS0413  ______________________________________________________________________
 MS0413  GEOID HEIGHT    -        -16.885 (meters)                     GEOID18
 MS0413  DYNAMIC HEIGHT  -       1310.371 (meters)     4299.11  (feet) COMP
 MS0413  MODELED GRAVITY -    979,883.2   (mgal)                       NAVD 88
 MS0413
 MS0413  VERT ORDER      -  SECOND    CLASS 0
 MS0413
 MS0413.The horizontal coordinates were scaled from a map and have
 MS0413.an estimated accuracy of +/- 6 seconds.
 MS0413
 MS0413.The orthometric height was determined by differential leveling and
 MS0413.adjusted by the NATIONAL GEODETIC SURVEY
 MS0413.in June 1991.
 MS0413
 MS0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0413.GEOID18 height accuracy estimate available here.
 MS0413
 MS0413.Click photographs - Photos may exist for this station.
 MS0413
 MS0413.The dynamic height is computed by dividing the NAVD 88
 MS0413.geopotential number by the normal gravity value computed on the
 MS0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0413.degrees latitude (g = 980.6199 gals.).
 MS0413
 MS0413.The modeled gravity was interpolated from observed gravity values.
 MS0413
 MS0413;                    North         East    Units  Estimated Accuracy
 MS0413;SPC UT N     - 1,112,770.      312,010.      MT  (+/- 180 meters Scaled)
 MS0413
 MS0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL702786(NAD 83)
 MS0413
 MS0413                          SUPERSEDED SURVEY CONTROL
 MS0413
 MS0413  NGVD 29 (??/??/92) 1310.294  (m)         4298.86   (f) ADJ UNCH    2 0
 MS0413
 MS0413.Superseded values are not recommended for survey control.
 MS0413
 MS0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0413.See file dsdata.pdf to determine how the superseded data were derived.
 MS0413
 MS0413_MARKER: DB = BENCH MARK DISK
 MS0413_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0413_SP_SET: BRIDGE
 MS0413_STAMPING: Q 155 1966
 MS0413_MARK LOGO: CGS
 MS0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0413
 MS0413  HISTORY     - Date     Condition        Report By
 MS0413  HISTORY     - 1966     MONUMENTED       CGS
 MS0413
 MS0413                          STATION DESCRIPTION
 MS0413
 MS0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0413'8.8 MI E FROM LUCIN.
 MS0413'8.8 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE CROSSING
 MS0413'OF STATE HIGHWAY 70 AT LUCIN, IN THE TOP AND 1.3 FEET SOUTH OF THE
 MS0413'NORTH END OF THE EAST ABUTMENT OF BRIDGE 688.20, 7.3 FEET NORTH OF THE
 MS0413'NORTH RAIL AND ABOUT 1 FOOT LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0317 ***********************************************************************
 LO0317  DESIGNATION -  Q 159
 LO0317  PID         -  LO0317
 LO0317  STATE/COUNTY-  UT/WASATCH
 LO0317  COUNTRY     -  US
 LO0317  USGS QUAD   -  SOAPSTONE BASIN (2017)
 LO0317
 LO0317                         *CURRENT SURVEY CONTROL
 LO0317  ______________________________________________________________________
 LO0317* NAD 83(1986) POSITION- 40 32 28.     (N) 111 02 03.     (W)   SCALED
 LO0317* NAVD 88 ORTHO HEIGHT -  2649.773 (meters)     8693.46  (feet) ADJUSTED
 LO0317  ______________________________________________________________________
 LO0317  GEOID HEIGHT    -        -13.955 (meters)                     GEOID18
 LO0317  DYNAMIC HEIGHT  -       2646.979 (meters)     8684.30  (feet) COMP
 LO0317  MODELED GRAVITY -    979,473.6   (mgal)                       NAVD 88
 LO0317
 LO0317  VERT ORDER      -  SECOND    CLASS 0
 LO0317
 LO0317.The horizontal coordinates were scaled from a map and have
 LO0317.an estimated accuracy of +/- 6 seconds.
 LO0317
 LO0317.The orthometric height was determined by differential leveling and
 LO0317.adjusted by the NATIONAL GEODETIC SURVEY
 LO0317.in June 1991.
 LO0317
 LO0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0317.GEOID18 height accuracy estimate available here.
 LO0317
 LO0317.Click photographs - Photos may exist for this station.
 LO0317
 LO0317.The dynamic height is computed by dividing the NAVD 88
 LO0317.geopotential number by the normal gravity value computed on the
 LO0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0317.degrees latitude (g = 980.6199 gals.).
 LO0317
 LO0317.The modeled gravity was interpolated from observed gravity values.
 LO0317
 LO0317;                    North         East    Units  Estimated Accuracy
 LO0317;SPC UT C     - 2,245,220.      539,460.      MT  (+/- 180 meters Scaled)
 LO0317
 LO0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK971878(NAD 83)
 LO0317
 LO0317                          SUPERSEDED SURVEY CONTROL
 LO0317
 LO0317  NGVD 29 (??/??/92) 2648.308  (m)         8688.66   (f) ADJ UNCH    2 0
 LO0317
 LO0317.Superseded values are not recommended for survey control.
 LO0317
 LO0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0317.See file dsdata.pdf to determine how the superseded data were derived.
 LO0317
 LO0317_MARKER: DB = BENCH MARK DISK
 LO0317_SETTING: 80 = SET IN A BOULDER
 LO0317_STAMPING: Q 159 1962
 LO0317_MARK LOGO: CGS
 LO0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0317+STABILITY: SURFACE MOTION
 LO0317
 LO0317  HISTORY     - Date     Condition        Report By
 LO0317  HISTORY     - 1962     MONUMENTED       CGS
 LO0317
 LO0317                          STATION DESCRIPTION
 LO0317
 LO0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0317'19.6 MI SE FROM KAMAS.
 LO0317'14.95 MILES EAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0317'HIGHWAY 189 ALTERNATE AT KAMAS, THENCE 4.65 MILES SOUTH ALONG A DIRT
 LO0317'ROAD, IN THE TOP OF A 3- BY 3-FOOT BOULDER WHICH PROJECTS 1 FOOT ABOVE
 LO0317'THE GROUND, 17 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 LO0317'2.1 FEET SOUTH OF A WITNESS POST, AND ABOUT 4 FEET HIGHER THEN THE
 LO0317'ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0183 ***********************************************************************
 LO0183  DESIGNATION -  Q 160
 LO0183  PID         -  LO0183
 LO0183  STATE/COUNTY-  UT/SUMMIT
 LO0183  COUNTRY     -  US
 LO0183  USGS QUAD   -  WHITNEY RESERVOIR (2017)
 LO0183
 LO0183                         *CURRENT SURVEY CONTROL
 LO0183  ______________________________________________________________________
 LO0183* NAD 83(1986) POSITION- 40 45 02.     (N) 110 52 36.     (W)   SCALED
 LO0183* NAVD 88 ORTHO HEIGHT -  2974.343 (meters)     9758.32  (feet) ADJUSTED
 LO0183  ______________________________________________________________________
 LO0183  GEOID HEIGHT    -        -12.786 (meters)                     GEOID18
 LO0183  DYNAMIC HEIGHT  -       2971.136 (meters)     9747.80  (feet) COMP
 LO0183  MODELED GRAVITY -    979,436.3   (mgal)                       NAVD 88
 LO0183
 LO0183  VERT ORDER      -  SECOND    CLASS 0
 LO0183
 LO0183.The horizontal coordinates were scaled from a map and have
 LO0183.an estimated accuracy of +/- 6 seconds.
 LO0183
 LO0183.The orthometric height was determined by differential leveling and
 LO0183.adjusted by the NATIONAL GEODETIC SURVEY
 LO0183.in June 1991.
 LO0183
 LO0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0183.GEOID18 height accuracy estimate available here.
 LO0183
 LO0183.Click photographs - Photos may exist for this station.
 LO0183
 LO0183.The dynamic height is computed by dividing the NAVD 88
 LO0183.geopotential number by the normal gravity value computed on the
 LO0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0183.degrees latitude (g = 980.6199 gals.).
 LO0183
 LO0183.The modeled gravity was interpolated from observed gravity values.
 LO0183
 LO0183;                    North         East    Units  Estimated Accuracy
 LO0183;SPC UT N     - 1,046,520.      552,640.      MT  (+/- 180 meters Scaled)
 LO0183
 LO0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL104110(NAD 83)
 LO0183
 LO0183                          SUPERSEDED SURVEY CONTROL
 LO0183
 LO0183  NGVD 29 (??/??/92) 2972.744  (m)         9753.08   (f) ADJ UNCH    2 0
 LO0183
 LO0183.Superseded values are not recommended for survey control.
 LO0183
 LO0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0183.See file dsdata.pdf to determine how the superseded data were derived.
 LO0183
 LO0183_MARKER: DB = BENCH MARK DISK
 LO0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0183_SP_SET: CULVERT
 LO0183_STAMPING: Q 160 1962
 LO0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0183
 LO0183  HISTORY     - Date     Condition        Report By
 LO0183  HISTORY     - 1962     MONUMENTED       CGS
 LO0183
 LO0183                          STATION DESCRIPTION
 LO0183
 LO0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0183'37.4 MI NE FROM KAMAS.
 LO0183'37.4 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0183'HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP OF A 5-BY 7-FOOT BOULDER,
 LO0183'33 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 29 FEET
 LO0183'SOUTH OF THE WEST-SOUTHWEST END OF AN 18-INCH PIPE CULVERT, 2.8 FEET
 LO0183'WEST-SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 LO0183'1.6 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0338 ***********************************************************************
 LO0338  DESIGNATION -  Q 161
 LO0338  PID         -  LO0338
 LO0338  STATE/COUNTY-  UT/SUMMIT
 LO0338  COUNTRY     -  US
 LO0338  USGS QUAD   -  TURNER HOLLOW (2017)
 LO0338
 LO0338                         *CURRENT SURVEY CONTROL
 LO0338  ______________________________________________________________________
 LO0338* NAD 83(1986) POSITION- 40 57 26.     (N) 111 15 14.     (W)   SCALED
 LO0338* NAVD 88 ORTHO HEIGHT -  1860.246 (meters)     6103.16  (feet) ADJUSTED
 LO0338  ______________________________________________________________________
 LO0338  GEOID HEIGHT    -        -15.457 (meters)                     GEOID18
 LO0338  DYNAMIC HEIGHT  -       1858.546 (meters)     6097.58  (feet) COMP
 LO0338  MODELED GRAVITY -    979,644.7   (mgal)                       NAVD 88
 LO0338
 LO0338  VERT ORDER      -  SECOND    CLASS 0
 LO0338
 LO0338.The horizontal coordinates were scaled from a map and have
 LO0338.an estimated accuracy of +/- 6 seconds.
 LO0338
 LO0338.The orthometric height was determined by differential leveling and
 LO0338.adjusted by the NATIONAL GEODETIC SURVEY
 LO0338.in June 1991.
 LO0338
 LO0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0338.GEOID18 height accuracy estimate available here.
 LO0338
 LO0338.Click photographs - Photos may exist for this station.
 LO0338
 LO0338.The dynamic height is computed by dividing the NAVD 88
 LO0338.geopotential number by the normal gravity value computed on the
 LO0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0338.degrees latitude (g = 980.6199 gals.).
 LO0338
 LO0338.The modeled gravity was interpolated from observed gravity values.
 LO0338
 LO0338;                    North         East    Units  Estimated Accuracy
 LO0338;SPC UT N     - 1,069,310.      520,720.      MT  (+/- 180 meters Scaled)
 LO0338
 LO0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL786340(NAD 83)
 LO0338
 LO0338                          SUPERSEDED SURVEY CONTROL
 LO0338
 LO0338  NGVD 29 (??/??/92) 1858.927  (m)         6098.83   (f) ADJ UNCH    2 0
 LO0338
 LO0338.Superseded values are not recommended for survey control.
 LO0338
 LO0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0338.See file dsdata.pdf to determine how the superseded data were derived.
 LO0338
 LO0338_MARKER: DB = BENCH MARK DISK
 LO0338_SETTING: 80 = SET IN A BOULDER
 LO0338_STAMPING: Q 161 1962
 LO0338_MARK LOGO: CGS
 LO0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0338+STABILITY: SURFACE MOTION
 LO0338
 LO0338  HISTORY     - Date     Condition        Report By
 LO0338  HISTORY     - 1962     MONUMENTED       CGS
 LO0338
 LO0338                          STATION DESCRIPTION
 LO0338
 LO0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0338'9.35 MI E FROM COALVILLE.
 LO0338'9.35 MILES EAST ALONG STATE HIGHWAY 133 FROM THE COURT HOUSE AT
 LO0338'COALVILLE, 0.05 MILE SOUTHWEST OF THE JUNCTION OF A TRACK ROAD
 LO0338'NORTHEAST TO A FARMHOUSE, SET VERTICALLY IN THE SOUTHEAST FACE OF A
 LO0338'6-BY 11-FOOT BOULDER WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, 103
 LO0338'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 130 FEET WEST
 LO0338'OF POWER POLE 1396, 29 FEET WEST-NORTHWEST OF A WITNESS POST, AND
 LO0338'ABOUT 15 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0209 ***********************************************************************
 LO0209  DESIGNATION -  Q 162
 LO0209  PID         -  LO0209
 LO0209  STATE/COUNTY-  UT/SUMMIT
 LO0209  COUNTRY     -  US
 LO0209  USGS QUAD   -  DEADMAN MOUNTAIN (2017)
 LO0209
 LO0209                         *CURRENT SURVEY CONTROL
 LO0209  ______________________________________________________________________
 LO0209* NAD 83(1986) POSITION- 40 59 48.     (N) 110 51 54.     (W)   SCALED
 LO0209* NAVD 88 ORTHO HEIGHT -  2381.844 (meters)     7814.43  (feet) ADJUSTED
 LO0209  ______________________________________________________________________
 LO0209  GEOID HEIGHT    -        -13.977 (meters)                     GEOID18
 LO0209  DYNAMIC HEIGHT  -       2379.487 (meters)     7806.70  (feet) COMP
 LO0209  MODELED GRAVITY -    979,548.6   (mgal)                       NAVD 88
 LO0209
 LO0209  VERT ORDER      -  SECOND    CLASS 0
 LO0209
 LO0209.The horizontal coordinates were scaled from a map and have
 LO0209.an estimated accuracy of +/- 6 seconds.
 LO0209
 LO0209.The orthometric height was determined by differential leveling and
 LO0209.adjusted by the NATIONAL GEODETIC SURVEY
 LO0209.in June 1991.
 LO0209
 LO0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0209.GEOID18 height accuracy estimate available here.
 LO0209
 LO0209.Click photographs - Photos may exist for this station.
 LO0209
 LO0209.The dynamic height is computed by dividing the NAVD 88
 LO0209.geopotential number by the normal gravity value computed on the
 LO0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0209.degrees latitude (g = 980.6199 gals.).
 LO0209
 LO0209.The modeled gravity was interpolated from observed gravity values.
 LO0209
 LO0209;                    North         East    Units  Estimated Accuracy
 LO0209;SPC UT N     - 1,073,860.      553,430.      MT  (+/- 180 meters Scaled)
 LO0209
 LO0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL113383(NAD 83)
 LO0209
 LO0209                          SUPERSEDED SURVEY CONTROL
 LO0209
 LO0209  NGVD 29 (??/??/92) 2380.368  (m)         7809.59   (f) ADJ UNCH    2 0
 LO0209
 LO0209.Superseded values are not recommended for survey control.
 LO0209
 LO0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0209.See file dsdata.pdf to determine how the superseded data were derived.
 LO0209
 LO0209_MARKER: DB = BENCH MARK DISK
 LO0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0209_STAMPING: Q 162 1962
 LO0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0209+STABILITY: SURFACE MOTION
 LO0209
 LO0209  HISTORY     - Date     Condition        Report By
 LO0209  HISTORY     - 1962     MONUMENTED       CGS
 LO0209
 LO0209                          STATION DESCRIPTION
 LO0209
 LO0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0209'56.15 MI NE FROM KAMAS.
 LO0209'56.15 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF
 LO0209'U.S. HIGHWAY 189 ALTERNATE AT KAMAS, NEAR THE UTAH-WYOMING STATE LINE,
 LO0209'166 FEET SOUTH-SOUTHEAST OF THE UTAH STATE LINE SIGN, 107 FEET
 LO0209'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET SOUTH OF THE
 LO0209'CENTER LINE OF A GRAVELED ROAD WEST, 2.1 FEET NORTH OF A FENCE CORNER,
 LO0209'2.9 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 LO0209'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 LO0209'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0626 ***********************************************************************
 HN0626  DESIGNATION -  Q 163
 HN0626  PID         -  HN0626
 HN0626  STATE/COUNTY-  UT/GARFIELD
 HN0626  COUNTRY     -  US
 HN0626  USGS QUAD   -  WIDE HOLLOW RESERVOIR (2017)
 HN0626
 HN0626                         *CURRENT SURVEY CONTROL
 HN0626  ______________________________________________________________________
 HN0626* NAD 83(1986) POSITION- 37 46 32.     (N) 111 37 55.     (W)   SCALED
 HN0626* NAVD 88 ORTHO HEIGHT -  1801.962 (meters)     5911.94  (feet) ADJUSTED
 HN0626  ______________________________________________________________________
 HN0626  GEOID HEIGHT    -        -19.922 (meters)                     GEOID18
 HN0626  DYNAMIC HEIGHT  -       1799.868 (meters)     5905.07  (feet) COMP
 HN0626  MODELED GRAVITY -    979,403.7   (mgal)                       NAVD 88
 HN0626
 HN0626  VERT ORDER      -  SECOND    CLASS 0
 HN0626
 HN0626.The horizontal coordinates were scaled from a map and have
 HN0626.an estimated accuracy of +/- 6 seconds.
 HN0626
 HN0626.The orthometric height was determined by differential leveling and
 HN0626.adjusted by the NATIONAL GEODETIC SURVEY
 HN0626.in June 1991.
 HN0626
 HN0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0626.GEOID18 height accuracy estimate available here.
 HN0626
 HN0626.Click photographs - Photos may exist for this station.
 HN0626
 HN0626.The dynamic height is computed by dividing the NAVD 88
 HN0626.geopotential number by the normal gravity value computed on the
 HN0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0626.degrees latitude (g = 980.6199 gals.).
 HN0626
 HN0626.The modeled gravity was interpolated from observed gravity values.
 HN0626
 HN0626;                    North         East    Units  Estimated Accuracy
 HN0626;SPC UT S     - 3,123,080.      488,380.      MT  (+/- 180 meters Scaled)
 HN0626
 HN0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG443811(NAD 83)
 HN0626
 HN0626                          SUPERSEDED SURVEY CONTROL
 HN0626
 HN0626  NGVD 29 (??/??/92) 1800.747  (m)         5907.95   (f) ADJ UNCH    2 0
 HN0626
 HN0626.Superseded values are not recommended for survey control.
 HN0626
 HN0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0626.See file dsdata.pdf to determine how the superseded data were derived.
 HN0626
 HN0626_MARKER: DB = BENCH MARK DISK
 HN0626_SETTING: 66 = SET IN ROCK OUTCROP
 HN0626_STAMPING: Q 163 1963
 HN0626_MARK LOGO: CGS
 HN0626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0626+STABILITY: POSITION/ELEVATION WELL
 HN0626
 HN0626  HISTORY     - Date     Condition        Report By
 HN0626  HISTORY     - 1963     MONUMENTED       CGS
 HN0626
 HN0626                          STATION DESCRIPTION
 HN0626
 HN0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0626'1.85 MI W FROM ESCALANTE.
 HN0626'1.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0626'AT ESCALANTE, IN THE TOP OF A LEDGE OF SANDSTONE OUTCROP WHICH
 HN0626'PROJECTS ABOUT 4 FEET ABOVE THE GROUND, 64 FEET SOUTH AND ACROSS A
 HN0626'CREEK FROM THE CENTER LINE OF THE HIGHWAY, 19 FEET SOUTH OF THE SOUTH
 HN0626'BANK OF THE CREEK, 18 FEET EAST-NORTHEAST OF A TELEPHONE POLE, 7.9
 HN0626'FEET SOUTH-SOUTHWEST OF A WITNESS POST, AND ABOUT LEVEL WITH THE
 HN0626'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0659 ***********************************************************************
 HN0659  DESIGNATION -  Q 164
 HN0659  PID         -  HN0659
 HN0659  STATE/COUNTY-  UT/GARFIELD
 HN0659  COUNTRY     -  US
 HN0659  USGS QUAD   -  HENRIEVILLE (2017)
 HN0659
 HN0659                         *CURRENT SURVEY CONTROL
 HN0659  ______________________________________________________________________
 HN0659* NAD 83(1986) POSITION- 37 36 48.     (N) 111 53 47.     (W)   SCALED
 HN0659* NAVD 88 ORTHO HEIGHT -  2026.915 (meters)     6649.97  (feet) ADJUSTED
 HN0659  ______________________________________________________________________
 HN0659  GEOID HEIGHT    -        -20.303 (meters)                     GEOID18
 HN0659  DYNAMIC HEIGHT  -       2024.390 (meters)     6641.69  (feet) COMP
 HN0659  MODELED GRAVITY -    979,312.6   (mgal)                       NAVD 88
 HN0659
 HN0659  VERT ORDER      -  SECOND    CLASS 0
 HN0659
 HN0659.The horizontal coordinates were scaled from a map and have
 HN0659.an estimated accuracy of +/- 6 seconds.
 HN0659
 HN0659.The orthometric height was determined by differential leveling and
 HN0659.adjusted by the NATIONAL GEODETIC SURVEY
 HN0659.in June 1991.
 HN0659
 HN0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0659.GEOID18 height accuracy estimate available here.
 HN0659
 HN0659.Click photographs - Photos may exist for this station.
 HN0659
 HN0659.The dynamic height is computed by dividing the NAVD 88
 HN0659.geopotential number by the normal gravity value computed on the
 HN0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0659.degrees latitude (g = 980.6199 gals.).
 HN0659
 HN0659.The modeled gravity was interpolated from observed gravity values.
 HN0659
 HN0659;                    North         East    Units  Estimated Accuracy
 HN0659;SPC UT S     - 3,105,140.      465,000.      MT  (+/- 180 meters Scaled)
 HN0659
 HN0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG208632(NAD 83)
 HN0659
 HN0659                          SUPERSEDED SURVEY CONTROL
 HN0659
 HN0659  NGVD 29 (??/??/92) 2025.530  (m)         6645.43   (f) ADJ UNCH    2 0
 HN0659
 HN0659.Superseded values are not recommended for survey control.
 HN0659
 HN0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0659.See file dsdata.pdf to determine how the superseded data were derived.
 HN0659
 HN0659_MARKER: DB = BENCH MARK DISK
 HN0659_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HN0659_SP_SET: ABUTMENT
 HN0659_STAMPING: Q 164 1963
 HN0659_MARK LOGO: CGS
 HN0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0659
 HN0659  HISTORY     - Date     Condition        Report By
 HN0659  HISTORY     - 1963     MONUMENTED       CGS
 HN0659
 HN0659                          STATION DESCRIPTION
 HN0659
 HN0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0659'16.1 MI SE FROM TROPIC.
 HN0659'16.1 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT
 HN0659'TROPIC, IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT OF CONCRETE
 HN0659'BRIDGE 23.9 OVER A STREAM, 16.0 FEET WEST OF THE CENTER LINE OF THE
 HN0659'HIGHWAY, 1.0 FOOT WEST OF AN IRON GUARDRAIL, AND ABOUT LEVEL WITH THE
 HN0659'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0073 ***********************************************************************
 HO0073  DESIGNATION -  Q 165
 HO0073  PID         -  HO0073
 HO0073  STATE/COUNTY-  UT/GARFIELD
 HO0073  COUNTRY     -  US
 HO0073  USGS QUAD   -  BRYCE CANYON (2017)
 HO0073
 HO0073                         *CURRENT SURVEY CONTROL
 HO0073  ______________________________________________________________________
 HO0073* NAD 83(2011) POSITION- 37 41 04.75764(N) 112 08 01.48325(W)   NO CHECK
 HO0073* NAD 83(2011) ELLIP HT-  2287.108 (meters)        (06/27/12)   NO CHECK
 HO0073* NAD 83(2011) EPOCH   -  2010.00
 HO0073* NAVD 88 ORTHO HEIGHT -  2307.354 (meters)     7570.04  (feet) ADJUSTED
 HO0073  ______________________________________________________________________
 HO0073  GEOID HEIGHT    -        -20.040 (meters)                     GEOID18
 HO0073  NAD 83(2011) X  - -1,904,840.154 (meters)                     COMP
 HO0073  NAD 83(2011) Y  - -4,683,141.049 (meters)                     COMP
 HO0073  NAD 83(2011) Z  -  3,879,201.586 (meters)                     COMP
 HO0073  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 HO0073  DYNAMIC HEIGHT  -       2304.446 (meters)     7560.50  (feet) COMP
 HO0073  MODELED GRAVITY -    979,286.0   (mgal)                       NAVD 88
 HO0073
 HO0073  VERT ORDER      -  SECOND    CLASS 0
 HO0073
 HO0073  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HO0073  Standards:
 HO0073         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HO0073            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HO0073  -------------------------------------------------------------------
 HO0073  NETWORK    0.55   1.27           0.25   0.19   0.65     -0.07843689
 HO0073  -------------------------------------------------------------------
 HO0073  Click here for local accuracies and other accuracy information.
 HO0073
 HO0073.The horizontal coordinates were established by GPS observations
 HO0073.and adjusted by the National Geodetic Survey in June 2012.
 HO0073
 HO0073.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HO0073.been affixed to the stable North American tectonic plate. See 
 HO0073.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HO0073
 HO0073.The horizontal coordinates are valid at the epoch date displayed above
 HO0073.which is a decimal equivalence of Year/Month/Day.
 HO0073
 HO0073.No horizontal observational check was made to the station.
 HO0073
 HO0073.The orthometric height was determined by differential leveling and
 HO0073.adjusted by the NATIONAL GEODETIC SURVEY
 HO0073.in June 1991.
 HO0073
 HO0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0073.GEOID18 height accuracy estimate available here.
 HO0073
 HO0073.Click photographs - Photos may exist for this station.
 HO0073
 HO0073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HO0073
 HO0073.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0073
 HO0073.The ellipsoidal height was determined by GPS observations
 HO0073.and is referenced to NAD 83.
 HO0073
 HO0073.The dynamic height is computed by dividing the NAVD 88
 HO0073.geopotential number by the normal gravity value computed on the
 HO0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0073.degrees latitude (g = 980.6199 gals.).
 HO0073
 HO0073.The modeled gravity was interpolated from observed gravity values.
 HO0073
 HO0073. The following values were computed from the NAD 83(2011) position.
 HO0073
 HO0073;                    North         East     Units Scale Factor Converg.
 HO0073;SPC UT S     - 3,113,168.995   444,102.142   MT  0.99995280   -0 23 17.8
 HO0073;SPC UT S     -10,213,788.61  1,457,025.11   sFT  0.99995280   -0 23 17.8
 HO0073;UTM  12      - 4,171,432.428   400,033.796   MT  0.99972309   -0 41 35.3
 HO0073
 HO0073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0073!SPC UT S     -   0.99964124  x   0.99995280  =   0.99959405
 HO0073!UTM  12      -   0.99964124  x   0.99972309  =   0.99936443
 HO0073
 HO0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0003371432(NAD 83)
 HO0073
 HO0073                          SUPERSEDED SURVEY CONTROL
 HO0073
 HO0073  NAD 83(2007)-  37 41 04.75702(N)    112 08 01.48373(W) AD(2002.00) 1
 HO0073  ELLIP H (11/05/08) 2287.117  (m)                       GP(2002.00) 4 1
 HO0073  NAVD 88            2307.35   (m)         7570.0    (f) LEVELING    3  
 HO0073  NGVD 29 (??/??/92) 2305.948  (m)         7565.43   (f) ADJ UNCH    2 0
 HO0073
 HO0073.Superseded values are not recommended for survey control.
 HO0073
 HO0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0073.See file dsdata.pdf to determine how the superseded data were derived.
 HO0073
 HO0073_MARKER: DB = BENCH MARK DISK
 HO0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HO0073_SP_SET: CULVERT
 HO0073_STAMPING: Q 165 1963
 HO0073_MARK LOGO: CGS
 HO0073_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HO0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0073+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2008
 HO0073
 HO0073  HISTORY     - Date     Condition        Report By
 HO0073  HISTORY     - 1963     MONUMENTED       CGS
 HO0073  HISTORY     - 20080614 GOOD             WOOLPT
 HO0073
 HO0073                          STATION DESCRIPTION
 HO0073
 HO0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0073'6.45 MI NW FROM TROPIC.
 HO0073'6.45 MILES NORTHWEST ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT
 HO0073'TROPIC, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF
 HO0073'A 36-INCH PIPE CULVERT, 18 NORTH OF THE CENTER LINE OF THE HIGHWAY,
 HO0073'AND ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY.
 HO0073
 HO0073                          STATION RECOVERY (2008)
 HO0073
 HO0073'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (KCH)
 HO0073'RECOVERY NOTE BY WOOLPERT, 2008 DJK. RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0204 ***********************************************************************
 JN0204  DESIGNATION -  Q 166
 JN0204  PID         -  JN0204
 JN0204  STATE/COUNTY-  UT/GARFIELD
 JN0204  COUNTRY     -  US
 JN0204  USGS QUAD   -  BIG LAKE (2017)
 JN0204
 JN0204                         *CURRENT SURVEY CONTROL
 JN0204  ______________________________________________________________________
 JN0204* NAD 83(1986) POSITION- 38 01 39.     (N) 111 41 43.     (W)   SCALED
 JN0204* NAVD 88 ORTHO HEIGHT -  2983.387 (meters)     9788.00  (feet) ADJUSTED
 JN0204  ______________________________________________________________________
 JN0204  GEOID HEIGHT    -        -18.167 (meters)                     GEOID18
 JN0204  DYNAMIC HEIGHT  -       2979.384 (meters)     9774.86  (feet) COMP
 JN0204  MODELED GRAVITY -    979,177.8   (mgal)                       NAVD 88
 JN0204
 JN0204  VERT ORDER      -  SECOND    CLASS 0
 JN0204
 JN0204.The horizontal coordinates were scaled from a map and have
 JN0204.an estimated accuracy of +/- 6 seconds.
 JN0204
 JN0204.The orthometric height was determined by differential leveling and
 JN0204.adjusted by the NATIONAL GEODETIC SURVEY
 JN0204.in June 1991.
 JN0204
 JN0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0204.GEOID18 height accuracy estimate available here.
 JN0204
 JN0204.Click photographs - Photos may exist for this station.
 JN0204
 JN0204.The dynamic height is computed by dividing the NAVD 88
 JN0204.geopotential number by the normal gravity value computed on the
 JN0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0204.degrees latitude (g = 980.6199 gals.).
 JN0204
 JN0204.The modeled gravity was interpolated from observed gravity values.
 JN0204
 JN0204;                    North         East    Units  Estimated Accuracy
 JN0204;SPC UT S     - 3,151,050.      482,860.      MT  (+/- 180 meters Scaled)
 JN0204
 JN0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH389090(NAD 83)
 JN0204
 JN0204                          SUPERSEDED SURVEY CONTROL
 JN0204
 JN0204  NGVD 29 (??/??/92) 2981.831  (m)         9782.89   (f) ADJ UNCH    2 0
 JN0204
 JN0204.Superseded values are not recommended for survey control.
 JN0204
 JN0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0204.See file dsdata.pdf to determine how the superseded data were derived.
 JN0204
 JN0204_MARKER: DB = BENCH MARK DISK
 JN0204_SETTING: 80 = SET IN A BOULDER
 JN0204_STAMPING: Q 166 1963
 JN0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0204+STABILITY: SURFACE MOTION
 JN0204
 JN0204  HISTORY     - Date     Condition        Report By
 JN0204  HISTORY     - 1963     MONUMENTED       CGS
 JN0204
 JN0204                          STATION DESCRIPTION
 JN0204
 JN0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0204'23.55 MI N FROM ESCALANTE.
 JN0204'23.55 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 JN0204'ESCALANTE, 0.05 MILE NORTH OF A 36-INCH PIPE CULVERT, IN THE TOP OF A
 JN0204'5- BY 5-FOOT BOULDER WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND,
 JN0204'129 FEET WEST OF THE CENTER LINE OF THE ROAD, 6.2 FEET WEST OF A
 JN0204'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0225 ***********************************************************************
 JN0225  DESIGNATION -  Q 167
 JN0225  PID         -  JN0225
 JN0225  STATE/COUNTY-  UT/WAYNE
 JN0225  COUNTRY     -  US
 JN0225  USGS QUAD   -  BICKNELL (2017)
 JN0225
 JN0225                         *CURRENT SURVEY CONTROL
 JN0225  ______________________________________________________________________
 JN0225* NAD 83(1986) POSITION- 38 15 25.91   (N) 111 37 14.56   (W)   HD_HELD1
 JN0225* NAVD 88 ORTHO HEIGHT -  2383.452 (meters)     7819.71  (feet) ADJUSTED
 JN0225  ______________________________________________________________________
 JN0225  GEOID HEIGHT    -        -17.820 (meters)                     GEOID18
 JN0225  DYNAMIC HEIGHT  -       2380.541 (meters)     7810.16  (feet) COMP
 JN0225  MODELED GRAVITY -    979,321.2   (mgal)                       NAVD 88
 JN0225
 JN0225  VERT ORDER      -  SECOND    CLASS 0
 JN0225
 JN0225.The horizontal coordinates were determined by differentially corrected
 JN0225.hand held GPS observations or other comparable positioning techniques
 JN0225.and have an estimated accuracy of +/- 3 meters.
 JN0225
 JN0225.The orthometric height was determined by differential leveling and
 JN0225.adjusted by the NATIONAL GEODETIC SURVEY
 JN0225.in June 1991.
 JN0225
 JN0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0225.GEOID18 height accuracy estimate available here.
 JN0225
 JN0225.Click photographs - Photos may exist for this station.
 JN0225
 JN0225.The dynamic height is computed by dividing the NAVD 88
 JN0225.geopotential number by the normal gravity value computed on the
 JN0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0225.degrees latitude (g = 980.6199 gals.).
 JN0225
 JN0225.The modeled gravity was interpolated from observed gravity values.
 JN0225
 JN0225;                    North         East    Units  Estimated Accuracy
 JN0225;SPC UT S     - 3,176,533.8     489,434.9     MT  (+/- 3 meters HH1 GPS) 
 JN0225
 JN0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH4569334534(NAD 83)
 JN0225
 JN0225                          SUPERSEDED SURVEY CONTROL
 JN0225
 JN0225  NGVD 29 (??/??/92) 2382.069  (m)         7815.17   (f) ADJ UNCH    2 0
 JN0225
 JN0225.Superseded values are not recommended for survey control.
 JN0225
 JN0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0225.See file dsdata.pdf to determine how the superseded data were derived.
 JN0225
 JN0225_MARKER: DB = BENCH MARK DISK
 JN0225_SETTING: 80 = SET IN A BOULDER
 JN0225_STAMPING: Q 167 1963
 JN0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0225+STABILITY: SURFACE MOTION
 JN0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0225+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2010
 JN0225
 JN0225  HISTORY     - Date     Condition        Report By
 JN0225  HISTORY     - 1963     MONUMENTED       CGS
 JN0225  HISTORY     - 1979     GOOD             USGS
 JN0225  HISTORY     - 20100904 GOOD             GEOCAC
 JN0225
 JN0225                          STATION DESCRIPTION
 JN0225
 JN0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0225'11.2 MI S FROM LOA.
 JN0225'11.2 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0225'24 AT LOA, 0.4 MILE SOUTH OF THE JUNCTION OF A DIRT ROAD SOUTHWEST TO
 JN0225'ANTELOPE SPRING AND POLLYWOG LAKE, 0.3 MILE NORTH OF THE JUNCTION OF A
 JN0225'GRAVELED ROAD TO AQUARIUS RANGER STATION, IN THE TOP OF A 3- BY 4-FOOT
 JN0225'BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 78 FEET EAST OF
 JN0225'THE CENTER LINE OF THE ROAD, 11 FEET SOUTHWEST OF A SMALL TREE, 3.2
 JN0225'FEET NORTH OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
 JN0225
 JN0225                          STATION RECOVERY (1979)
 JN0225
 JN0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JN0225'11.1 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0225'24 AT LOA, 0.4 MILES SOUTH OF THE JUNCTION OF A DIRT ROAD SOUTHWEST
 JN0225'TO ANTELOPE SPRING AND POLLYWOG LAKE, 0.3 MILES NORTH OF THE JUNCTION
 JN0225'OF A ROAD TO THE AQUARIUS RANGER STATION, IN THE TOP OF A 3 BY 4 FOOT
 JN0225'BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 73 FEET EAST OF
 JN0225'THE CENTERLINE OF THE ROAD, 12 FEET SOUTHWEST OF SMALL TREE, 1.5 FEET
 JN0225'HIGHER THAN ROAD.
 JN0225
 JN0225                          STATION RECOVERY (2010)
 JN0225
 JN0225'RECOVERY NOTE BY GEOCACHING 2010 (JAC)
 JN0225'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0357 ***********************************************************************
 HN0357  DESIGNATION -  Q 168
 HN0357  PID         -  HN0357
 HN0357  STATE/COUNTY-  UT/GARFIELD
 HN0357  COUNTRY     -  US
 HN0357  USGS QUAD   -  SEEP FLAT (2017)
 HN0357
 HN0357                         *CURRENT SURVEY CONTROL
 HN0357  ______________________________________________________________________
 HN0357* NAD 83(1986) POSITION- 37 34 24.     (N) 111 23 59.     (W)   SCALED
 HN0357* NAVD 88 ORTHO HEIGHT -  1582.606 (meters)     5192.27  (feet) ADJUSTED
 HN0357  ______________________________________________________________________
 HN0357  GEOID HEIGHT    -        -21.284 (meters)                     GEOID18
 HN0357  DYNAMIC HEIGHT  -       1580.803 (meters)     5186.35  (feet) COMP
 HN0357  MODELED GRAVITY -    979,435.7   (mgal)                       NAVD 88
 HN0357
 HN0357  VERT ORDER      -  SECOND    CLASS 0
 HN0357
 HN0357.The horizontal coordinates were scaled from a map and have
 HN0357.an estimated accuracy of +/- 6 seconds.
 HN0357
 HN0357.The orthometric height was determined by differential leveling and
 HN0357.adjusted by the NATIONAL GEODETIC SURVEY
 HN0357.in June 1991.
 HN0357
 HN0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0357.GEOID18 height accuracy estimate available here.
 HN0357
 HN0357.Click photographs - Photos may exist for this station.
 HN0357
 HN0357.The dynamic height is computed by dividing the NAVD 88
 HN0357.geopotential number by the normal gravity value computed on the
 HN0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0357.degrees latitude (g = 980.6199 gals.).
 HN0357
 HN0357.The modeled gravity was interpolated from observed gravity values.
 HN0357
 HN0357;                    North         East    Units  Estimated Accuracy
 HN0357;SPC UT S     - 3,100,630.      508,860.      MT  (+/- 180 meters Scaled)
 HN0357
 HN0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG647585(NAD 83)
 HN0357
 HN0357                          SUPERSEDED SURVEY CONTROL
 HN0357
 HN0357  NGVD 29 (??/??/92) 1581.499  (m)         5188.63   (f) ADJ UNCH    2 0
 HN0357
 HN0357.Superseded values are not recommended for survey control.
 HN0357
 HN0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0357.See file dsdata.pdf to determine how the superseded data were derived.
 HN0357
 HN0357_MARKER: DB = BENCH MARK DISK
 HN0357_SETTING: 66 = SET IN ROCK OUTCROP
 HN0357_STAMPING: Q 168 1963
 HN0357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0357+STABILITY: POSITION/ELEVATION WELL
 HN0357
 HN0357  HISTORY     - Date     Condition        Report By
 HN0357  HISTORY     - 1963     MONUMENTED       CGS
 HN0357
 HN0357                          STATION DESCRIPTION
 HN0357
 HN0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0357'17.9 MI SE FROM ESCALANTE.
 HN0357'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0357'AT ESCALANTE, THENCE 12.9 MILES SOUTHEAST ALONG A DIRT ROAD, 0.4 MILE
 HN0357'NORTHWEST OF THE JUNCTION OF A TRACK ROAD SOUTHEAST TO LAST CHANCE AND
 HN0357'BIG SAGE, IN THE Y FORMED BY THE JUNCTION OF TWO DEEP CREEKS, ON THE
 HN0357'SOUTHEAST SLOPE OF A SANDSTONE HILL, IN THE TOP OF MASSIVE RED
 HN0357'SANDSTONE BEDROCK, 32 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 HN0357'0.8 FOOT SOUTHEAST OF A WITNESS POST, AND ABOUT 4 1/2 FEET HIGHER THAN
 HN0357'THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0251 ***********************************************************************
 LO0251  DESIGNATION -  Q 169
 LO0251  PID         -  LO0251
 LO0251  STATE/COUNTY-  UT/SUMMIT
 LO0251  COUNTRY     -  US
 LO0251  USGS QUAD   -  COALVILLE (2017)
 LO0251
 LO0251                         *CURRENT SURVEY CONTROL
 LO0251  ______________________________________________________________________
 LO0251* NAD 83(1986) POSITION- 40 52 57.     (N) 111 23 30.     (W)   SCALED
 LO0251* NAVD 88 ORTHO HEIGHT -  1722.037 (meters)     5649.72  (feet) ADJUSTED
 LO0251  ______________________________________________________________________
 LO0251  GEOID HEIGHT    -        -15.780 (meters)                     GEOID18
 LO0251  DYNAMIC HEIGHT  -       1720.497 (meters)     5644.66  (feet) COMP
 LO0251  MODELED GRAVITY -    979,670.3   (mgal)                       NAVD 88
 LO0251
 LO0251  VERT ORDER      -  SECOND    CLASS 0
 LO0251
 LO0251.The horizontal coordinates were scaled from a map and have
 LO0251.an estimated accuracy of +/- 6 seconds.
 LO0251
 LO0251.The orthometric height was determined by differential leveling and
 LO0251.adjusted by the NATIONAL GEODETIC SURVEY
 LO0251.in June 1991.
 LO0251
 LO0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0251.GEOID18 height accuracy estimate available here.
 LO0251
 LO0251.Click photographs - Photos may exist for this station.
 LO0251
 LO0251.The dynamic height is computed by dividing the NAVD 88
 LO0251.geopotential number by the normal gravity value computed on the
 LO0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0251.degrees latitude (g = 980.6199 gals.).
 LO0251
 LO0251.The modeled gravity was interpolated from observed gravity values.
 LO0251
 LO0251;                    North         East    Units  Estimated Accuracy
 LO0251;SPC UT N     - 1,060,990.      509,130.      MT  (+/- 180 meters Scaled)
 LO0251
 LO0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL670257(NAD 83)
 LO0251
 LO0251                          SUPERSEDED SURVEY CONTROL
 LO0251
 LO0251  NGVD 29 (??/??/92) 1720.771  (m)         5645.56   (f) ADJ UNCH    2 0
 LO0251
 LO0251.Superseded values are not recommended for survey control.
 LO0251
 LO0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0251.See file dsdata.pdf to determine how the superseded data were derived.
 LO0251
 LO0251_MARKER: DB = BENCH MARK DISK
 LO0251_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0251_STAMPING: Q 169 1963
 LO0251_MARK LOGO: CGS
 LO0251_MAGNETIC: P = MARKER IS A STEEL PIPE
 LO0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0251
 LO0251  HISTORY     - Date     Condition        Report By
 LO0251  HISTORY     - 1963     MONUMENTED       CGS
 LO0251
 LO0251                          STATION DESCRIPTION
 LO0251
 LO0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LO0251'2.4 MI S FROM COALVILLE.
 LO0251'2.4 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LO0251'COALVILLE, 0.1 MILE SOUTH OF MILEPOST 8, 30 FEET NORTHEAST OF THE
 LO0251'CENTER OF THE CROSSING OF A PRIVATE ROAD, 14 1/2 FEET NORTH OF THE
 LO0251'WEST CORNER POST OF AN OFF-SET IN THE EAST RIGHT-OF-WAY FENCE, 13.0
 LO0251'FEET EAST OF THE EAST RAIL, 1 1/2 FEET NORTH OF A FENCE, ABOUT LEVEL
 LO0251'WITH THE TRACK, AND WELDED ON THE TOP OF A 3-INCH PIPE PROJECTING 0.4
 LO0251'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0486 ***********************************************************************
 MR0486  DESIGNATION -  Q 170
 MR0486  PID         -  MR0486
 MR0486  STATE/COUNTY-  UT/CACHE
 MR0486  COUNTRY     -  US
 MR0486  USGS QUAD   -  TRENTON (2017)
 MR0486
 MR0486                         *CURRENT SURVEY CONTROL
 MR0486  ______________________________________________________________________
 MR0486* NAD 83(1986) POSITION- 41 54 11.     (N) 111 57 05.     (W)   SCALED
 MR0486* NAVD 88 ORTHO HEIGHT -  1377.117 (meters)     4518.09  (feet) ADJUSTED
 MR0486  ______________________________________________________________________
 MR0486  GEOID HEIGHT    -        -15.162 (meters)                     GEOID18
 MR0486  DYNAMIC HEIGHT  -       1376.162 (meters)     4514.96  (feet) COMP
 MR0486  MODELED GRAVITY -    979,881.4   (mgal)                       NAVD 88
 MR0486
 MR0486  VERT ORDER      -  FIRST     CLASS I
 MR0486
 MR0486.The horizontal coordinates were scaled from a map and have
 MR0486.an estimated accuracy of +/- 6 seconds.
 MR0486
 MR0486.The orthometric height was determined by differential leveling and
 MR0486.adjusted by the NATIONAL GEODETIC SURVEY
 MR0486.in June 1991.
 MR0486
 MR0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0486.GEOID18 height accuracy estimate available here.
 MR0486
 MR0486.Click photographs - Photos may exist for this station.
 MR0486
 MR0486.The dynamic height is computed by dividing the NAVD 88
 MR0486.geopotential number by the normal gravity value computed on the
 MR0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0486.degrees latitude (g = 980.6199 gals.).
 MR0486
 MR0486.The modeled gravity was interpolated from observed gravity values.
 MR0486
 MR0486;                    North         East    Units  Estimated Accuracy
 MR0486;SPC UT N     - 1,174,420.      462,550.      MT  (+/- 180 meters Scaled)
 MR0486
 MR0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM210394(NAD 83)
 MR0486
 MR0486                          SUPERSEDED SURVEY CONTROL
 MR0486
 MR0486  NGVD 29 (??/??/92) 1376.079  (m)         4514.69   (f) ADJ UNCH    1 1
 MR0486
 MR0486.Superseded values are not recommended for survey control.
 MR0486
 MR0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0486.See file dsdata.pdf to determine how the superseded data were derived.
 MR0486
 MR0486_MARKER: DB = BENCH MARK DISK
 MR0486_SETTING: 66 = SET IN ROCK OUTCROP
 MR0486_STAMPING: Q 170 1967
 MR0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0486+STABILITY: POSITION/ELEVATION WELL
 MR0486
 MR0486  HISTORY     - Date     Condition        Report By
 MR0486  HISTORY     - 1967     MONUMENTED       CGS
 MR0486
 MR0486                          STATION DESCRIPTION
 MR0486
 MR0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0486'1.3 MI S FROM TRENTON.
 MR0486'1.0 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 MR0486'STATE HIGHWAY 170 AT TRENTON, THENCE 0.3 MILE WEST ALONG A GRAVELED
 MR0486'ROAD, AT THE JUNCTION OF STATE HIGHWAY 23, IN THE TOP OF A 3 1/2 BY 3
 MR0486'1/2-FOOT OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 39 FEET
 MR0486'NORTH OF THE EXTENDED CENTER LINE OF THE ROAD, 137 FEET WEST OF THE
 MR0486'CENTER LINE OF THE HIGHWAY, 33.5 FEET WEST OF BENCH MARK N 170, 5.9
 MR0486'FEET EAST OF A FENCE, 99.2 FEET WEST OF A WITNESS POST, AND ABOUT 15
 MR0486'FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0173 ***********************************************************************
 MS0173  DESIGNATION -  Q 171
 MS0173  PID         -  MS0173
 MS0173  STATE/COUNTY-  UT/BOX ELDER
 MS0173  COUNTRY     -  US
 MS0173  USGS QUAD   -  WILLARD (2017)
 MS0173
 MS0173                         *CURRENT SURVEY CONTROL
 MS0173  ______________________________________________________________________
 MS0173* NAD 83(1986) POSITION- 41 24 50.     (N) 112 02 09.     (W)   SCALED
 MS0173* NAVD 88 ORTHO HEIGHT -  1327.024 (meters)     4353.74  (feet) ADJUSTED
 MS0173  ______________________________________________________________________
 MS0173  GEOID HEIGHT    -        -16.260 (meters)                     GEOID18
 MS0173  DYNAMIC HEIGHT  -       1326.061 (meters)     4350.59  (feet) COMP
 MS0173  MODELED GRAVITY -    979,851.6   (mgal)                       NAVD 88
 MS0173
 MS0173  VERT ORDER      -  FIRST     CLASS I
 MS0173
 MS0173.The horizontal coordinates were scaled from a map and have
 MS0173.an estimated accuracy of +/- 6 seconds.
 MS0173
 MS0173.The orthometric height was determined by differential leveling and
 MS0173.adjusted by the NATIONAL GEODETIC SURVEY
 MS0173.in June 1991.
 MS0173
 MS0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0173.GEOID18 height accuracy estimate available here.
 MS0173
 MS0173.Click photographs - Photos may exist for this station.
 MS0173
 MS0173.The dynamic height is computed by dividing the NAVD 88
 MS0173.geopotential number by the normal gravity value computed on the
 MS0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0173.degrees latitude (g = 980.6199 gals.).
 MS0173
 MS0173.The modeled gravity was interpolated from observed gravity values.
 MS0173
 MS0173;                    North         East    Units  Estimated Accuracy
 MS0173;SPC UT N     - 1,120,140.      455,200.      MT  (+/- 180 meters Scaled)
 MS0173
 MS0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL134852(NAD 83)
 MS0173
 MS0173                          SUPERSEDED SURVEY CONTROL
 MS0173
 MS0173  NGVD 29 (??/??/92) 1326.031  (m)         4350.49   (f) ADJ UNCH    1 1
 MS0173
 MS0173.Superseded values are not recommended for survey control.
 MS0173
 MS0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0173.See file dsdata.pdf to determine how the superseded data were derived.
 MS0173
 MS0173_MARKER: DB = BENCH MARK DISK
 MS0173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0173_SP_SET: BRIDGE
 MS0173_STAMPING: Q 171 1967
 MS0173_MARK LOGO: CGS
 MS0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0173
 MS0173  HISTORY     - Date     Condition        Report By
 MS0173  HISTORY     - 1967     MONUMENTED       CGS
 MS0173
 MS0173                          STATION DESCRIPTION
 MS0173
 MS0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0173'0.4 MI N FROM WILLARD.
 MS0173'0.4 MILE NORTH ALONG U.S. HIGHWAYS 89, 91 AND 30S FROM THE POST OFFICE
 MS0173'AT WILLARD, 0.1 MILE NORTH OF THE JUNCTION OF 200 NORTH STREET LEADING
 MS0173'WEST, 28 FEET EAST OF THE CENTER LINE OF THE EAST HIGHWAY LANES, IN
 MS0173'THE TOP OF THE NORTH END OF THE EAST CONCRETE GUARDRAIL BASE OF A
 MS0173'CONCRETE BRIDGE OVER WILLARD CREEK, 0.8 FEET SOUTH OF THE SOUTHWEST
 MS0173'CORNER OF THE NORTH CONCRETE GUARDRAIL POST, 1.3 FEET SOUTH OF THE
 MS0173'NORTH END OF THE BASE, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0554 ***********************************************************************
 LO0554  DESIGNATION -  Q 172
 LO0554  PID         -  LO0554
 LO0554  STATE/COUNTY-  UT/SALT LAKE
 LO0554  COUNTRY     -  US
 LO0554  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0554
 LO0554                         *CURRENT SURVEY CONTROL
 LO0554  ______________________________________________________________________
 LO0554* NAD 83(1986) POSITION- 40 46 57.     (N) 111 53 34.     (W)   SCALED
 LO0554* NAVD 88 ORTHO HEIGHT -  1359.264 (meters)     4459.52  (feet) ADJUSTED
 LO0554  ______________________________________________________________________
 LO0554  GEOID HEIGHT    -        -16.752 (meters)                     GEOID18
 LO0554  DYNAMIC HEIGHT  -       1358.199 (meters)     4456.02  (feet) COMP
 LO0554  MODELED GRAVITY -    979,793.6   (mgal)                       NAVD 88
 LO0554
 LO0554  VERT ORDER      -  FIRST     CLASS I
 LO0554
 LO0554.The horizontal coordinates were scaled from a map and have
 LO0554.an estimated accuracy of +/- 6 seconds.
 LO0554
 LO0554.The orthometric height was determined by differential leveling and
 LO0554.adjusted by the NATIONAL GEODETIC SURVEY
 LO0554.in July 2002.
 LO0554
 LO0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0554.GEOID18 height accuracy estimate available here.
 LO0554
 LO0554.Click photographs - Photos may exist for this station.
 LO0554
 LO0554.The dynamic height is computed by dividing the NAVD 88
 LO0554.geopotential number by the normal gravity value computed on the
 LO0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0554.degrees latitude (g = 980.6199 gals.).
 LO0554
 LO0554.The modeled gravity was interpolated from observed gravity values.
 LO0554
 LO0554;                    North         East    Units  Estimated Accuracy
 LO0554;SPC UT C     - 2,271,990.      466,840.      MT  (+/- 180 meters Scaled)
 LO0554
 LO0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL246149(NAD 83)
 LO0554
 LO0554                          SUPERSEDED SURVEY CONTROL
 LO0554
 LO0554  NAVD 88 (06/15/91) 1359.262  (m)         4459.51   (f) SUPERSEDED  1 1
 LO0554  NGVD 29 (??/??/92) 1358.321  (m)         4456.42   (f) ADJ UNCH    1 1
 LO0554
 LO0554.Superseded values are not recommended for survey control.
 LO0554
 LO0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0554.See file dsdata.pdf to determine how the superseded data were derived.
 LO0554
 LO0554_MARKER: DB = BENCH MARK DISK
 LO0554_SETTING: 66 = SET IN ROCK OUTCROP
 LO0554_STAMPING: Q 172 1967
 LO0554_MARK LOGO: CGS
 LO0554_MAGNETIC: N = NO MAGNETIC MATERIAL
 LO0554_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0554+STABILITY: POSITION/ELEVATION WELL
 LO0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0554+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1997
 LO0554
 LO0554  HISTORY     - Date     Condition        Report By
 LO0554  HISTORY     - 1967     MONUMENTED       CGS
 LO0554  HISTORY     - 1970     GOOD             NGS
 LO0554  HISTORY     - 19950731 GOOD             NGS
 LO0554  HISTORY     - 19970913 GOOD             NGS
 LO0554  HISTORY     - 19970916 GOOD             NGS
 LO0554
 LO0554                          STATION DESCRIPTION
 LO0554
 LO0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0554'0.25 MI N FROM SALT LAKE CITY.
 LO0554'0.25 MILE NORTH ALONG STATE HIGHWAY 184 FROM THE JUNCTION OF 4TH NORTH
 LO0554'STREET AT SALT LAKE CITY, AT THE JUNCTION OF A DRIVEWAY WEST TO HOUSES
 LO0554'NO. 637 AND 633 VICTORY ROAD, IN THE TOP OF A CONGLOMERATED ROCK
 LO0554'OUTCROP WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND ON THE SOUTH
 LO0554'SIDE, 123 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 63.9 FEET
 LO0554'SOUTH OF THE SOUTHEAST CORNER OF RESIDENCE NO 637, 29.6 FEET NORTHEAST
 LO0554'AND ACROSS THE DRIVEWAY FROM THE NORTHWEST CORNER OF RESIDENCE 633, 12
 LO0554'FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY, 34 FEET EAST OF A POWER
 LO0554'POLE WITH A GUY WIRE, 89 FEET SOUTHWEST OF A POWER
 LO0554'POLE BEARING A STREET LIGHT, ABOUT 6 FEET LOWER THAN THE HIGHWAY AND 5
 LO0554'FEET HIGHER THAN THE DRIVEWAY.
 LO0554
 LO0554                          STATION RECOVERY (1970)
 LO0554
 LO0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LO0554'RECOVERED IN GOOD CONDITION.
 LO0554
 LO0554                          STATION RECOVERY (1995)
 LO0554
 LO0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 LO0554'RECOVERED AS DESCRIBED.
 LO0554
 LO0554                          STATION RECOVERY (1997)
 LO0554
 LO0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 LO0554'IN SALT LAKE CITY, AT 637 VICTORY ROAD, NEAR THE SOUTH END OF A 2 BY
 LO0554'5-FOOT AREA OF OUTCROPPING BEDROCK, 38.5 M (126.3 FT) SOUTHWEST OF THE
 LO0554'ROAD CENTERLINE, 27.3 M (89.6 FT) SOUTHWEST OF A UTILITY LIGHT POLE,
 LO0554'14.4 M (47.2 FT) SOUTH OF THE SOUTHEAST CORNER OF A GARAGE AT 637
 LO0554'VICTORY ROAD, 10.3 M (33.8 FT) EAST OF A UTILITY POLE WITH 2 GUY
 LO0554'CABLES, 2.8 M (9.2 FT) NORTH OF THE CENTER OF A DRIVEWAY, 1.5 M (4.9
 LO0554'FT) ABOVE THE LEVEL OF THE DRIVEWAY, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 LO0554'THE ROAD, AND FLUSH WITH THE GROUND SURFACE.
 LO0554
 LO0554                          STATION RECOVERY (1997)
 LO0554
 LO0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 LO0554'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0244 ***********************************************************************
 LP0244  DESIGNATION -  Q 173
 LP0244  PID         -  LP0244
 LP0244  STATE/COUNTY-  UT/TOOELE
 LP0244  COUNTRY     -  US
 LP0244  USGS QUAD   -  TOOELE (2017)
 LP0244
 LP0244                         *CURRENT SURVEY CONTROL
 LP0244  ______________________________________________________________________
 LP0244* NAD 83(1986) POSITION- 40 36 44.     (N) 112 15 35.     (W)   SCALED
 LP0244* NAVD 88 ORTHO HEIGHT -  1396.137 (meters)     4580.49  (feet) ADJUSTED
 LP0244  ______________________________________________________________________
 LP0244  GEOID HEIGHT    -        -17.272 (meters)                     GEOID18
 LP0244  DYNAMIC HEIGHT  -       1395.016 (meters)     4576.81  (feet) COMP
 LP0244  MODELED GRAVITY -    979,773.7   (mgal)                       NAVD 88
 LP0244  OBS GRAVITY     -    979,773.3   (mgal)                       GRAV_OBS
 LP0244
 LP0244  VERT ORDER      -  FIRST     CLASS I
 LP0244
 LP0244.The horizontal coordinates were scaled from a map and have
 LP0244.an estimated accuracy of +/- 6 seconds.
 LP0244
 LP0244.The orthometric height was determined by differential leveling and
 LP0244.adjusted by the NATIONAL GEODETIC SURVEY
 LP0244.in June 1991.
 LP0244
 LP0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0244.GEOID18 height accuracy estimate available here.
 LP0244
 LP0244.Click photographs - Photos may exist for this station.
 LP0244
 LP0244.The dynamic height is computed by dividing the NAVD 88
 LP0244.geopotential number by the normal gravity value computed on the
 LP0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0244.degrees latitude (g = 980.6199 gals.).
 LP0244
 LP0244.The modeled gravity was interpolated from observed gravity values.
 LP0244
 LP0244.The observed gravity was obtained from relative gravimeter ties
 LP0244.to the IGSN71 gravity network.
 LP0244
 LP0244;                    North         East    Units  Estimated Accuracy
 LP0244;SPC UT C     - 2,253,280.      435,710.      MT  (+/- 180 meters Scaled)
 LP0244
 LP0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK934964(NAD 83)
 LP0244
 LP0244                          SUPERSEDED SURVEY CONTROL
 LP0244
 LP0244  NGVD 29 (??/??/92) 1395.08   (m)         4577.0    (f) COMPUTED    1 1
 LP0244
 LP0244.Superseded values are not recommended for survey control.
 LP0244
 LP0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0244.See file dsdata.pdf to determine how the superseded data were derived.
 LP0244
 LP0244_MARKER: DB = BENCH MARK DISK
 LP0244_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0244_SP_SET: CULVERT HEADWALL
 LP0244_STAMPING: Q 173 1970
 LP0244_MARK LOGO: CGS
 LP0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0244+STABILITY: SURFACE MOTION
 LP0244
 LP0244  HISTORY     - Date     Condition        Report By
 LP0244  HISTORY     - 1970     MONUMENTED       NGS
 LP0244
 LP0244                          STATION DESCRIPTION
 LP0244
 LP0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0244'7.45 MI NE FROM WARNER.
 LP0244'7.45 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LP0244'AT WARNER, AT THE SOUTHEAST END OF ERDA SIDING, 1 1/2 POLE SOUTHEAST
 LP0244'OF MILE POST 755.75, IN THE TOP AND 1 1/2 FEET SOUTHEAST OF THE
 LP0244'NORTHWEST END OF THE SOUTHWEST HEAD WALL OF CULVERT 755.71, 8.6 FEET
 LP0244'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK AND ABOUT 1 1/2 FEET
 LP0244'LOWER THAN THE TRACK.  SECTION 26, T 4W, R 2S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0220 ***********************************************************************
 LP0220  DESIGNATION -  Q 174
 LP0220  PID         -  LP0220
 LP0220  STATE/COUNTY-  UT/SALT LAKE
 LP0220  COUNTRY     -  US
 LP0220  USGS QUAD   -  MAGNA (2017)
 LP0220
 LP0220                         *CURRENT SURVEY CONTROL
 LP0220  ______________________________________________________________________
 LP0220* NAD 83(1986) POSITION- 40 43 31.     (N) 112 01 48.     (W)   SCALED
 LP0220* NAVD 88 ORTHO HEIGHT -  1293.061 (meters)     4242.32  (feet) ADJUSTED
 LP0220  ______________________________________________________________________
 LP0220  GEOID HEIGHT    -        -17.169 (meters)                     GEOID18
 LP0220  DYNAMIC HEIGHT  -       1292.058 (meters)     4239.03  (feet) COMP
 LP0220  MODELED GRAVITY -    979,803.9   (mgal)                       NAVD 88
 LP0220
 LP0220  VERT ORDER      -  FIRST     CLASS I
 LP0220
 LP0220.The horizontal coordinates were scaled from a map and have
 LP0220.an estimated accuracy of +/- 6 seconds.
 LP0220
 LP0220.The orthometric height was determined by differential leveling and
 LP0220.adjusted by the NATIONAL GEODETIC SURVEY
 LP0220.in June 1991.
 LP0220
 LP0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0220.GEOID18 height accuracy estimate available here.
 LP0220
 LP0220.Click photographs - Photos may exist for this station.
 LP0220
 LP0220.The dynamic height is computed by dividing the NAVD 88
 LP0220.geopotential number by the normal gravity value computed on the
 LP0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0220.degrees latitude (g = 980.6199 gals.).
 LP0220
 LP0220.The modeled gravity was interpolated from observed gravity values.
 LP0220
 LP0220;                    North         East    Units  Estimated Accuracy
 LP0220;SPC UT C     - 2,265,700.      455,220.      MT  (+/- 180 meters Scaled)
 LP0220
 LP0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL130087(NAD 83)
 LP0220
 LP0220                          SUPERSEDED SURVEY CONTROL
 LP0220
 LP0220  NGVD 29 (??/??/92) 1292.124  (m)         4239.24   (f) ADJ UNCH    1 1
 LP0220
 LP0220.Superseded values are not recommended for survey control.
 LP0220
 LP0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0220.See file dsdata.pdf to determine how the superseded data were derived.
 LP0220
 LP0220_MARKER: DB = BENCH MARK DISK
 LP0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LP0220_SP_SET: FOUNDATION
 LP0220_STAMPING: Q 174 1970
 LP0220_MARK LOGO: CGS
 LP0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0220
 LP0220  HISTORY     - Date     Condition        Report By
 LP0220  HISTORY     - 1970     MONUMENTED       NGS
 LP0220
 LP0220                          STATION DESCRIPTION
 LP0220
 LP0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0220'4.8 MI E FROM MAGNA.
 LP0220'0.5 MILE NORTH ALONG 9180 WEST STREET FROM WEBSTER SCHOOL AT MAGNA,
 LP0220'THENCE 4.3 MILES EAST ALONG U.S. HIGHWAYS 40 AND 50 ALTERNATE, AT
 LP0220'CROSSING OF STEEL TOWER POWER TRANSMISSION LINE, 376 FEET SOUTH OF THE
 LP0220'CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE NORTHEAST CORNER OF THE
 LP0220'CONCRETE FOUNDATION FOR THE NORTHEAST LEG OF TOWER 946.  SECTION 23, T
 LP0220'2 W, R 1 S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0263 ***********************************************************************
 LP0263  DESIGNATION -  Q 175
 LP0263  PID         -  LP0263
 LP0263  STATE/COUNTY-  UT/TOOELE
 LP0263  COUNTRY     -  US
 LP0263  USGS QUAD   -  SOUTH MOUNTAIN (2017)
 LP0263
 LP0263                         *CURRENT SURVEY CONTROL
 LP0263  ______________________________________________________________________
 LP0263* NAD 83(1986) POSITION- 40 25 00.20   (N) 112 23 08.95   (W)   HD_HELD1
 LP0263* NAVD 88 ORTHO HEIGHT -  1516.824 (meters)     4976.45  (feet) ADJUSTED
 LP0263  ______________________________________________________________________
 LP0263  GEOID HEIGHT    -        -17.484 (meters)                     GEOID18
 LP0263  DYNAMIC HEIGHT  -       1515.514 (meters)     4972.15  (feet) COMP
 LP0263  MODELED GRAVITY -    979,709.0   (mgal)                       NAVD 88
 LP0263  OBS GRAVITY     -    979,709.0   (mgal)                       GRAV_OBS
 LP0263
 LP0263  VERT ORDER      -  FIRST     CLASS I
 LP0263
 LP0263.The horizontal coordinates were determined by differentially corrected
 LP0263.hand held GPS observations or other comparable positioning techniques
 LP0263.and have an estimated accuracy of +/- 3 meters.
 LP0263
 LP0263.The orthometric height was determined by differential leveling and
 LP0263.adjusted by the NATIONAL GEODETIC SURVEY
 LP0263.in June 1991.
 LP0263
 LP0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0263.GEOID18 height accuracy estimate available here.
 LP0263
 LP0263.Click photographs - Photos may exist for this station.
 LP0263
 LP0263.The dynamic height is computed by dividing the NAVD 88
 LP0263.geopotential number by the normal gravity value computed on the
 LP0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0263.degrees latitude (g = 980.6199 gals.).
 LP0263
 LP0263.The modeled gravity was interpolated from observed gravity values.
 LP0263
 LP0263.The observed gravity was obtained from relative gravimeter ties
 LP0263.to the IGSN71 gravity network.
 LP0263
 LP0263;                    North         East    Units  Estimated Accuracy
 LP0263;SPC UT C     - 2,231,672.3     424,823.3     MT  (+/- 3 meters HH1 GPS) 
 LP0263
 LP0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK8242774932(NAD 83)
 LP0263
 LP0263                          SUPERSEDED SURVEY CONTROL
 LP0263
 LP0263  NGVD 29 (??/??/92) 1515.70   (m)         4972.8    (f) COMPUTED    1 1
 LP0263
 LP0263.Superseded values are not recommended for survey control.
 LP0263
 LP0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0263.See file dsdata.pdf to determine how the superseded data were derived.
 LP0263
 LP0263_MARKER: DB = BENCH MARK DISK
 LP0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0263_STAMPING: Q 175 1970
 LP0263_MARK LOGO: CGS
 LP0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0263+STABILITY: SURFACE MOTION
 LP0263
 LP0263  HISTORY     - Date     Condition        Report By
 LP0263  HISTORY     - 1970     MONUMENTED       NGS
 LP0263
 LP0263                          STATION DESCRIPTION
 LP0263
 LP0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0263'2.75 MI S FROM STOCKTON.
 LP0263'2.75 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM AN ASPHALT ROAD
 LP0263'CROSSING AT STOCKTON, 1 3/4 POLES NORTH OF MILE POST 739.75, AT A
 LP0263'PRIVATE ROAD CROSSING, 43.0 FEET EAST OF THE EAST RAIL, 43 FEET NORTH
 LP0263'OF THE CENTER LINE OF THE ROAD, 35 1/2 FEET NORTH OF THE NORTH END OF
 LP0263'A STEEL GATE, 5.0 FEET WEST OF A FENCE, 1.0 FOOT SOUTH OF A TELEPHONE
 LP0263'POLE, 2.3 FEET NORTH OF A WITNESS POST, A DISK ON THE TOP OF A
 LP0263'5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 28
 LP0263'FEET, 4 FEET LOWER THAN THE TRACK AND ENCASED IN CONCRETE POST WHICH
 LP0263'PROJECTS 0.3 FOOT.  SECTION 2, T 5W. R 5S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0288 ***********************************************************************
 LP0288  DESIGNATION -  Q 176
 LP0288  PID         -  LP0288
 LP0288  STATE/COUNTY-  UT/TOOELE
 LP0288  COUNTRY     -  US
 LP0288  USGS QUAD   -  LOFGREEN (2017)
 LP0288
 LP0288                         *CURRENT SURVEY CONTROL
 LP0288  ______________________________________________________________________
 LP0288* NAD 83(1986) POSITION- 40 05 08.     (N) 112 21 09.     (W)   SCALED
 LP0288* NAVD 88 ORTHO HEIGHT -  1700.638 (meters)     5579.51  (feet) ADJUSTED
 LP0288  ______________________________________________________________________
 LP0288  GEOID HEIGHT    -        -17.762 (meters)                     GEOID18
 LP0288  DYNAMIC HEIGHT  -       1699.096 (meters)     5574.45  (feet) COMP
 LP0288  MODELED GRAVITY -    979,658.7   (mgal)                       NAVD 88
 LP0288
 LP0288  VERT ORDER      -  FIRST     CLASS I
 LP0288
 LP0288.The horizontal coordinates were scaled from a map and have
 LP0288.an estimated accuracy of +/- 6 seconds.
 LP0288
 LP0288.The orthometric height was determined by differential leveling and
 LP0288.adjusted by the NATIONAL GEODETIC SURVEY
 LP0288.in June 1991.
 LP0288
 LP0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0288.GEOID18 height accuracy estimate available here.
 LP0288
 LP0288.Click photographs - Photos may exist for this station.
 LP0288
 LP0288.The dynamic height is computed by dividing the NAVD 88
 LP0288.geopotential number by the normal gravity value computed on the
 LP0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0288.degrees latitude (g = 980.6199 gals.).
 LP0288
 LP0288.The modeled gravity was interpolated from observed gravity values.
 LP0288
 LP0288;                    North         East    Units  Estimated Accuracy
 LP0288;SPC UT C     - 2,194,880.      427,300.      MT  (+/- 180 meters Scaled)
 LP0288
 LP0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK846381(NAD 83)
 LP0288
 LP0288                          SUPERSEDED SURVEY CONTROL
 LP0288
 LP0288  NGVD 29 (??/??/92) 1699.46   (m)         5575.6    (f) COMPUTED    1 1
 LP0288
 LP0288.Superseded values are not recommended for survey control.
 LP0288
 LP0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0288.See file dsdata.pdf to determine how the superseded data were derived.
 LP0288
 LP0288_MARKER: DB = BENCH MARK DISK
 LP0288_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0288_SP_SET: BOX CULVERT
 LP0288_STAMPING: Q 176 1970
 LP0288_MARK LOGO: CGS
 LP0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0288+STABILITY: SURFACE MOTION
 LP0288
 LP0288  HISTORY     - Date     Condition        Report By
 LP0288  HISTORY     - 1970     MONUMENTED       NGS
 LP0288
 LP0288                          STATION DESCRIPTION
 LP0288
 LP0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0288'5.6 MI N FROM LOFGREEN.
 LP0288'5.6 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 LP0288'AT LOFGREEN, 2 POLES NORTH OF MILE POST 715.50, IN THE TOP AND 1.7
 LP0288'FEET NORTH OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF CONCRETE
 LP0288'BOX CULVERT, 9.0 FEET WEST OF THE WEST RAIL AND ABOUT 2 FEET LOWER
 LP0288'THAN THE TRACK.  SECTION 25, T 5W, R 8S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0049 ***********************************************************************
 KO0049  DESIGNATION -  Q 177
 KO0049  PID         -  KO0049
 KO0049  STATE/COUNTY-  UT/JUAB
 KO0049  COUNTRY     -  US
 KO0049  USGS QUAD   -  MCINTYRE (2017)
 KO0049
 KO0049                         *CURRENT SURVEY CONTROL
 KO0049  ______________________________________________________________________
 KO0049* NAD 83(1986) POSITION- 39 51 34.     (N) 112 09 16.     (W)   SCALED
 KO0049* NAVD 88 ORTHO HEIGHT -  1727.959 (meters)     5669.15  (feet) ADJUSTED
 KO0049  ______________________________________________________________________
 KO0049  GEOID HEIGHT    -        -17.908 (meters)                     GEOID18
 KO0049  DYNAMIC HEIGHT  -       1726.300 (meters)     5663.70  (feet) COMP
 KO0049  MODELED GRAVITY -    979,605.1   (mgal)                       NAVD 88
 KO0049  OBS GRAVITY     -    979,603.5   (mgal)                       GRAV_OBS
 KO0049
 KO0049  VERT ORDER      -  FIRST     CLASS I
 KO0049
 KO0049.The horizontal coordinates were scaled from a map and have
 KO0049.an estimated accuracy of +/- 6 seconds.
 KO0049
 KO0049.The orthometric height was determined by differential leveling and
 KO0049.adjusted by the NATIONAL GEODETIC SURVEY
 KO0049.in June 1991.
 KO0049
 KO0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0049.GEOID18 height accuracy estimate available here.
 KO0049
 KO0049.Click photographs - Photos may exist for this station.
 KO0049
 KO0049.The dynamic height is computed by dividing the NAVD 88
 KO0049.geopotential number by the normal gravity value computed on the
 KO0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0049.degrees latitude (g = 980.6199 gals.).
 KO0049
 KO0049.The modeled gravity was interpolated from observed gravity values.
 KO0049
 KO0049.The observed gravity was obtained from relative gravimeter ties
 KO0049.to the IGSN71 gravity network.
 KO0049
 KO0049;                    North         East    Units  Estimated Accuracy
 KO0049;SPC UT C     - 2,169,630.      444,010.      MT  (+/- 180 meters Scaled)
 KO0049
 KO0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK012127(NAD 83)
 KO0049
 KO0049                          SUPERSEDED SURVEY CONTROL
 KO0049
 KO0049.No superseded survey control is available for this station.
 KO0049
 KO0049_MARKER: DB = BENCH MARK DISK
 KO0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0049_STAMPING: Q 177 1970
 KO0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0049+STABILITY: SURFACE MOTION
 KO0049
 KO0049  HISTORY     - Date     Condition        Report By
 KO0049  HISTORY     - 1970     MONUMENTED       NGS
 KO0049
 KO0049                          STATION DESCRIPTION
 KO0049
 KO0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0049'4.65 MI S FROM TINTIC JUNCTION.
 KO0049'4.65 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 KO0049'TINTIC JUNCTION, 3 POLES SOUTH AND ACROSS THE TRACK FROM MILEPOLE 694,
 KO0049'45.0 FEET EAST OF THE EAST RAIL, 1 1/2 FEET NORTH OF A TELEPHONE POLE,
 KO0049'2.0 FEET SOUTH OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN THE TRACK,
 KO0049'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 KO0049'GROUND.  SECTION 23, T11S, R3W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0015 ***********************************************************************
 KO0015  DESIGNATION -  Q 178
 KO0015  PID         -  KO0015
 KO0015  STATE/COUNTY-  UT/JUAB
 KO0015  COUNTRY     -  US
 KO0015  USGS QUAD   -  TANNER CREEK NARROWS (2017)
 KO0015
 KO0015                         *CURRENT SURVEY CONTROL
 KO0015  ______________________________________________________________________
 KO0015* NAD 83(1986) POSITION- 39 38 13.     (N) 112 18 36.     (W)   SCALED
 KO0015* NAVD 88 ORTHO HEIGHT -  1510.238 (meters)     4954.84  (feet) ADJUSTED
 KO0015  ______________________________________________________________________
 KO0015  GEOID HEIGHT    -        -18.244 (meters)                     GEOID18
 KO0015  DYNAMIC HEIGHT  -       1508.880 (meters)     4950.38  (feet) COMP
 KO0015  MODELED GRAVITY -    979,674.1   (mgal)                       NAVD 88
 KO0015  OBS GRAVITY     -    979,673.8   (mgal)                       GRAV_OBS
 KO0015
 KO0015  VERT ORDER      -  FIRST     CLASS I
 KO0015
 KO0015.The horizontal coordinates were scaled from a map and have
 KO0015.an estimated accuracy of +/- 6 seconds.
 KO0015
 KO0015.The orthometric height was determined by differential leveling and
 KO0015.adjusted by the NATIONAL GEODETIC SURVEY
 KO0015.in June 1991.
 KO0015
 KO0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0015.GEOID18 height accuracy estimate available here.
 KO0015
 KO0015.Click photographs - Photos may exist for this station.
 KO0015
 KO0015.The dynamic height is computed by dividing the NAVD 88
 KO0015.geopotential number by the normal gravity value computed on the
 KO0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0015.degrees latitude (g = 980.6199 gals.).
 KO0015
 KO0015.The modeled gravity was interpolated from observed gravity values.
 KO0015
 KO0015.The observed gravity was obtained from relative gravimeter ties
 KO0015.to the IGSN71 gravity network.
 KO0015
 KO0015;                    North         East    Units  Estimated Accuracy
 KO0015;SPC UT C     - 2,145,040.      430,470.      MT  (+/- 180 meters Scaled)
 KO0015
 KO0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ875882(NAD 83)
 KO0015
 KO0015                          SUPERSEDED SURVEY CONTROL
 KO0015
 KO0015.No superseded survey control is available for this station.
 KO0015
 KO0015_MARKER: DB = BENCH MARK DISK
 KO0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0015_STAMPING: Q 178 1970
 KO0015_MARK LOGO: CGS
 KO0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0015+STABILITY: SURFACE MOTION
 KO0015
 KO0015  HISTORY     - Date     Condition        Report By
 KO0015  HISTORY     - 1970     MONUMENTED       NGS
 KO0015
 KO0015                          STATION DESCRIPTION
 KO0015
 KO0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0015'8.75 MI NE FROM LYNNDYL.
 KO0015'8.75 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0015'SIGN AT LYNNDYL, 4 POLES NORTHEAST AND ACROSS THE TRACK FROM MILEPOLE
 KO0015'674.50, 81.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 17.5 FEET NORTHWEST
 KO0015'OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 1 1/2 POLES SOUTHWEST OF A
 KO0015'TELEPHONE POLE, 1.5 FEET NORTHEAST OF A WITNESS POST, ABOUT 5 FEET
 KO0015'LOWER THAN THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 KO0015'ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 24 FEET.  THE UPPER
 KO0015'PORTION OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.4 FOOT
 KO0015'ABOVE THE GROUND.  SECTION 5, T 14S, R 4W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0219 ***********************************************************************
 KO0219  DESIGNATION -  Q 179
 KO0219  PID         -  KO0219
 KO0219  STATE/COUNTY-  UT/MILLARD
 KO0219  COUNTRY     -  US
 KO0219  USGS QUAD   -  DELTA (2017)
 KO0219
 KO0219                         *CURRENT SURVEY CONTROL
 KO0219  ______________________________________________________________________
 KO0219* NAD 83(1986) POSITION- 39 18 34.     (N) 112 37 03.     (W)   SCALED
 KO0219* NAVD 88 ORTHO HEIGHT -  1404.320 (meters)     4607.34  (feet) ADJUSTED
 KO0219  ______________________________________________________________________
 KO0219  GEOID HEIGHT    -        -19.671 (meters)                     GEOID18
 KO0219  DYNAMIC HEIGHT  -       1403.009 (meters)     4603.04  (feet) COMP
 KO0219  MODELED GRAVITY -    979,645.0   (mgal)                       NAVD 88
 KO0219
 KO0219  VERT ORDER      -  FIRST     CLASS I
 KO0219
 KO0219.The horizontal coordinates were scaled from a map and have
 KO0219.an estimated accuracy of +/- 6 seconds.
 KO0219
 KO0219.The orthometric height was determined by differential leveling and
 KO0219.adjusted by the NATIONAL GEODETIC SURVEY
 KO0219.in June 1991.
 KO0219
 KO0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0219.GEOID18 height accuracy estimate available here.
 KO0219
 KO0219.Click photographs - Photos may exist for this station.
 KO0219
 KO0219.The dynamic height is computed by dividing the NAVD 88
 KO0219.geopotential number by the normal gravity value computed on the
 KO0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0219.degrees latitude (g = 980.6199 gals.).
 KO0219
 KO0219.The modeled gravity was interpolated from observed gravity values.
 KO0219
 KO0219;                    North         East    Units  Estimated Accuracy
 KO0219;SPC UT C     - 2,108,970.      403,630.      MT  (+/- 180 meters Scaled)
 KO0219
 KO0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ605523(NAD 83)
 KO0219
 KO0219                          SUPERSEDED SURVEY CONTROL
 KO0219
 KO0219  NGVD 29 (??/??/92) 1403.23   (m)         4603.8    (f) COMPUTED    1 1
 KO0219
 KO0219.Superseded values are not recommended for survey control.
 KO0219
 KO0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0219.See file dsdata.pdf to determine how the superseded data were derived.
 KO0219
 KO0219_MARKER: DB = BENCH MARK DISK
 KO0219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KO0219_SP_SET: ABUTMENT
 KO0219_STAMPING: Q 179 1970
 KO0219_MARK LOGO: CGS
 KO0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KO0219
 KO0219  HISTORY     - Date     Condition        Report By
 KO0219  HISTORY     - 1970     MONUMENTED       NGS
 KO0219
 KO0219                          STATION DESCRIPTION
 KO0219
 KO0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0219'3.8 MI SW FROM DELTA.
 KO0219'3.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0219'AT DELTA, 3 POLES NORTHEAST OF MILEPOLE 645.50, IN THE TOP AND 0.8
 KO0219'FOOT NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT
 KO0219'OF BRIDGE 645.61, 9.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT
 KO0219'1 FOOT LOWER THAN THE TRACK.  SECTION 27, T17S, R7W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0293 ***********************************************************************
 JM0293  DESIGNATION -  Q 18
 JM0293  PID         -  JM0293
 JM0293  STATE/COUNTY-  UT/GRAND
 JM0293  COUNTRY     -  US
 JM0293  USGS QUAD   -  CRESCENT JUNCTION (2017)
 JM0293
 JM0293                         *CURRENT SURVEY CONTROL
 JM0293  ______________________________________________________________________
 JM0293* NAD 83(1986) POSITION- 38 52 36.0    (N) 109 48 40.7    (W)   HD_HELD2
 JM0293* NAVD 88 ORTHO HEIGHT -  1416.619 (meters)     4647.69  (feet) ADJUSTED
 JM0293  ______________________________________________________________________
 JM0293  GEOID HEIGHT    -        -20.532 (meters)                     GEOID18
 JM0293  DYNAMIC HEIGHT  -       1415.169 (meters)     4642.93  (feet) COMP
 JM0293  MODELED GRAVITY -    979,555.6   (mgal)                       NAVD 88
 JM0293
 JM0293  VERT ORDER      -  FIRST     CLASS II
 JM0293
 JM0293.The horizontal coordinates were established by autonomous hand held GPS
 JM0293.observations and have an estimated accuracy of +/- 10 meters.
 JM0293
 JM0293.The orthometric height was determined by differential leveling and
 JM0293.adjusted by the NATIONAL GEODETIC SURVEY
 JM0293.in June 1991.
 JM0293
 JM0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0293.GEOID18 height accuracy estimate available here.
 JM0293
 JM0293.Click photographs - Photos may exist for this station.
 JM0293
 JM0293.The dynamic height is computed by dividing the NAVD 88
 JM0293.geopotential number by the normal gravity value computed on the
 JM0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0293.degrees latitude (g = 980.6199 gals.).
 JM0293
 JM0293.The modeled gravity was interpolated from observed gravity values.
 JM0293
 JM0293;                    North         East    Units  Estimated Accuracy
 JM0293;SPC UT C     - 2,061,706.      646,536.      MT  (+/- 10 meters HH2 GPS)
 JM0293
 JM0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ0311103761(NAD 83)
 JM0293
 JM0293                          SUPERSEDED SURVEY CONTROL
 JM0293
 JM0293  NGVD 29 (??/??/92) 1415.586  (m)         4644.30   (f) ADJ UNCH    1 2
 JM0293
 JM0293.Superseded values are not recommended for survey control.
 JM0293
 JM0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0293.See file dsdata.pdf to determine how the superseded data were derived.
 JM0293
 JM0293_MARKER: DB = BENCH MARK DISK
 JM0293_SETTING: 66 = SET IN ROCK OUTCROP
 JM0293_STAMPING: 4644.302 Q 18 1933
 JM0293_MARK LOGO: CGS
 JM0293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0293+STABILITY: POSITION/ELEVATION WELL
 JM0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0293+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2020
 JM0293
 JM0293  HISTORY     - Date     Condition        Report By
 JM0293  HISTORY     - 1933     MONUMENTED       CGS
 JM0293  HISTORY     - 1934     GOOD             CGS
 JM0293  HISTORY     - 20091029 GOOD             GEOCAC
 JM0293  HISTORY     - 20200314 GOOD             INDIV
 JM0293
 JM0293                          STATION DESCRIPTION
 JM0293
 JM0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0293'8.7 MI S FROM THOMPSONS.
 JM0293'8.7 MILES SOUTH ALONG AN ABANDONED HIGHWAY FROM THOMPSONS, GRAND
 JM0293'COUNTY, 0.7 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY 450, AT THE
 JM0293'WEST POINT OF A LONG CURVE, 25 FEET FROM THE CENTERLINE OF THE
 JM0293'HIGHWAY, IN THE TOP OF A PROMINENT 6- BY 12-FOOT WHITE SANDSTONE
 JM0293'OUTCROP, AND 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 JM0293'4644.302 Q 18 1933.
 JM0293
 JM0293                          STATION RECOVERY (2009)
 JM0293
 JM0293'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0293'STATION IS NOW ABOUT 300 METERS ESE OF THE INTERSECTION OF THE GRADED
 JM0293'ROAD FROM THOMPSON AND US 191.
 JM0293
 JM0293                          STATION RECOVERY (2020)
 JM0293
 JM0293'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 JM0293'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0229 ***********************************************************************
 KO0229  DESIGNATION -  Q 180
 KO0229  PID         -  KO0229
 KO0229  STATE/COUNTY-  UT/MILLARD
 KO0229  COUNTRY     -  US
 KO0229  USGS QUAD   -  NEELS (2017)
 KO0229
 KO0229                         *CURRENT SURVEY CONTROL
 KO0229  ______________________________________________________________________
 KO0229* NAD 83(1986) POSITION- 39 02 42.     (N) 112 46 10.     (W)   SCALED
 KO0229* NAVD 88 ORTHO HEIGHT -  1409.875 (meters)     4625.56  (feet) ADJUSTED
 KO0229  ______________________________________________________________________
 KO0229  GEOID HEIGHT    -        -20.048 (meters)                     GEOID18
 KO0229  DYNAMIC HEIGHT  -       1408.538 (meters)     4621.18  (feet) COMP
 KO0229  MODELED GRAVITY -    979,630.0   (mgal)                       NAVD 88
 KO0229
 KO0229  VERT ORDER      -  FIRST     CLASS I
 KO0229
 KO0229.The horizontal coordinates were scaled from a map and have
 KO0229.an estimated accuracy of +/- 6 seconds.
 KO0229
 KO0229.The orthometric height was determined by differential leveling and
 KO0229.adjusted by the NATIONAL GEODETIC SURVEY
 KO0229.in June 1991.
 KO0229
 KO0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0229.GEOID18 height accuracy estimate available here.
 KO0229
 KO0229.Click photographs - Photos may exist for this station.
 KO0229
 KO0229.The dynamic height is computed by dividing the NAVD 88
 KO0229.geopotential number by the normal gravity value computed on the
 KO0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0229.degrees latitude (g = 980.6199 gals.).
 KO0229
 KO0229.The modeled gravity was interpolated from observed gravity values.
 KO0229
 KO0229;                    North         East    Units  Estimated Accuracy
 KO0229;SPC UT C     - 2,079,790.      390,110.      MT  (+/- 180 meters Scaled)
 KO0229
 KO0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ468232(NAD 83)
 KO0229
 KO0229                          SUPERSEDED SURVEY CONTROL
 KO0229
 KO0229  NGVD 29 (??/??/92) 1408.76   (m)         4621.9    (f) COMPUTED    1 1
 KO0229
 KO0229.Superseded values are not recommended for survey control.
 KO0229
 KO0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0229.See file dsdata.pdf to determine how the superseded data were derived.
 KO0229
 KO0229_MARKER: DB = BENCH MARK DISK
 KO0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0229_STAMPING: Q 180 1970
 KO0229_MARK LOGO: CGS
 KO0229_PROJECTION: PROJECTING
 KO0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0229+STABILITY: SURFACE MOTION
 KO0229
 KO0229  HISTORY     - Date     Condition        Report By
 KO0229  HISTORY     - 1970     MONUMENTED       NGS
 KO0229
 KO0229                          STATION DESCRIPTION
 KO0229
 KO0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0229'23.85 MI SW FROM DELTA.
 KO0229'23.85 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KO0229'STATION AT DELTA, 2 POLES NORTHEAST OF MILEPOLE 625.50, AT THE
 KO0229'CROSSING OF A DIRT ROAD, 88.3 FEET NORTHWEST OF THE NORTHWEST RAIL,
 KO0229'42.6 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 27 1/2 FEET
 KO0229'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 257, 9.6 FEET SOUTH OF
 KO0229'HIGHWAY MILEPOST 49, 7 FEET SOUTH OF A FENCE CORNER POST, 1.6 FEET
 KO0229'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN
 KO0229'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0233 ***********************************************************************
 JO0233  DESIGNATION -  Q 181
 JO0233  PID         -  JO0233
 JO0233  STATE/COUNTY-  UT/MILLARD
 JO0233  COUNTRY     -  US
 JO0233  USGS QUAD   -  CAT CANYON (2017)
 JO0233
 JO0233                         *CURRENT SURVEY CONTROL
 JO0233  ______________________________________________________________________
 JO0233* NAD 83(1986) POSITION- 38 46 19.     (N) 112 54 58.     (W)   SCALED
 JO0233* NAVD 88 ORTHO HEIGHT -  1478.612 (meters)     4851.08  (feet) ADJUSTED
 JO0233  ______________________________________________________________________
 JO0233  GEOID HEIGHT    -        -20.222 (meters)                     GEOID18
 JO0233  DYNAMIC HEIGHT  -       1477.155 (meters)     4846.30  (feet) COMP
 JO0233  MODELED GRAVITY -    979,591.3   (mgal)                       NAVD 88
 JO0233
 JO0233  VERT ORDER      -  FIRST     CLASS I
 JO0233
 JO0233.The horizontal coordinates were scaled from a map and have
 JO0233.an estimated accuracy of +/- 6 seconds.
 JO0233
 JO0233.The orthometric height was determined by differential leveling and
 JO0233.adjusted by the NATIONAL GEODETIC SURVEY
 JO0233.in June 1991.
 JO0233
 JO0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0233.GEOID18 height accuracy estimate available here.
 JO0233
 JO0233.Click photographs - Photos may exist for this station.
 JO0233
 JO0233.The dynamic height is computed by dividing the NAVD 88
 JO0233.geopotential number by the normal gravity value computed on the
 JO0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0233.degrees latitude (g = 980.6199 gals.).
 JO0233
 JO0233.The modeled gravity was interpolated from observed gravity values.
 JO0233
 JO0233;                    North         East    Units  Estimated Accuracy
 JO0233;SPC UT C     - 2,049,670.      376,930.      MT  (+/- 180 meters Scaled)
 JO0233
 JO0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH335932(NAD 83)
 JO0233
 JO0233                          SUPERSEDED SURVEY CONTROL
 JO0233
 JO0233  NGVD 29 (??/??/92) 1477.53   (m)         4847.5    (f) COMPUTED    1 1
 JO0233
 JO0233.Superseded values are not recommended for survey control.
 JO0233
 JO0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0233.See file dsdata.pdf to determine how the superseded data were derived.
 JO0233
 JO0233_MARKER: DB = BENCH MARK DISK
 JO0233_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0233_SP_SET: CULVERT HEADWALL
 JO0233_STAMPING: Q 181 1970
 JO0233_MARK LOGO: CGS
 JO0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0233+STABILITY: SURFACE MOTION
 JO0233
 JO0233  HISTORY     - Date     Condition        Report By
 JO0233  HISTORY     - 1970     MONUMENTED       NGS
 JO0233
 JO0233                          STATION DESCRIPTION
 JO0233
 JO0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0233'5.0 MI NE FROM BLACK ROCK.
 JO0233'5.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JO0233'AT BLACK ROCK, 4 POLES SOUTHWEST OF MILEPOLE 604.50, IN THE TOP AND
 JO0233'1.0 FOOT SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEAD
 JO0233'WALL OF CULVERT 604.38, 16.0 FEET NORTHWEST OF THE NORTHWEST RAIL, AND
 JO0233'ABOUT 6 1/2 FEET LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0178 ***********************************************************************
 JO0178  DESIGNATION -  Q 182
 JO0178  PID         -  JO0178
 JO0178  STATE/COUNTY-  UT/BEAVER
 JO0178  COUNTRY     -  US
 JO0178  USGS QUAD   -  RANCH CANYON (2017)
 JO0178
 JO0178                         *CURRENT SURVEY CONTROL
 JO0178  ______________________________________________________________________
 JO0178* NAD 83(1986) POSITION- 38 28 17.     (N) 112 59 02.     (W)   SCALED
 JO0178* NAVD 88 ORTHO HEIGHT -  1515.826 (meters)     4973.17  (feet) ADJUSTED
 JO0178  ______________________________________________________________________
 JO0178  GEOID HEIGHT    -        -20.869 (meters)                     GEOID18
 JO0178  DYNAMIC HEIGHT  -       1514.240 (meters)     4967.97  (feet) COMP
 JO0178  MODELED GRAVITY -    979,529.9   (mgal)                       NAVD 88
 JO0178
 JO0178  VERT ORDER      -  FIRST     CLASS I
 JO0178
 JO0178.The horizontal coordinates were scaled from a map and have
 JO0178.an estimated accuracy of +/- 6 seconds.
 JO0178
 JO0178.The orthometric height was determined by differential leveling and
 JO0178.adjusted by the NATIONAL GEODETIC SURVEY
 JO0178.in June 1991.
 JO0178
 JO0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0178.GEOID18 height accuracy estimate available here.
 JO0178
 JO0178.Click photographs - Photos may exist for this station.
 JO0178
 JO0178.The dynamic height is computed by dividing the NAVD 88
 JO0178.geopotential number by the normal gravity value computed on the
 JO0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0178.degrees latitude (g = 980.6199 gals.).
 JO0178
 JO0178.The modeled gravity was interpolated from observed gravity values.
 JO0178
 JO0178;                    North         East    Units  Estimated Accuracy
 JO0178;SPC UT S     - 3,201,330.      370,510.      MT  (+/- 180 meters Scaled)
 JO0178
 JO0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH269599(NAD 83)
 JO0178
 JO0178                          SUPERSEDED SURVEY CONTROL
 JO0178
 JO0178  NGVD 29 (??/??/92) 1514.452  (m)         4968.66   (f) ADJ UNCH    1 1
 JO0178
 JO0178.Superseded values are not recommended for survey control.
 JO0178
 JO0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0178.See file dsdata.pdf to determine how the superseded data were derived.
 JO0178
 JO0178_MARKER: DB = BENCH MARK DISK
 JO0178_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0178_STAMPING: Q 182 1970
 JO0178_MARK LOGO: CGS
 JO0178_MAGNETIC: I = MARKER IS A STEEL ROD
 JO0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0178_ROD/PIPE-DEPTH: 4.0 meters
 JO0178
 JO0178  HISTORY     - Date     Condition        Report By
 JO0178  HISTORY     - 1970     MONUMENTED       NGS
 JO0178  HISTORY     - 1984     GOOD             NGS
 JO0178
 JO0178                          STATION DESCRIPTION
 JO0178
 JO0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0178'5.7 MI N FROM MILFORD.
 JO0178'5.7 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JO0178'MILFORD, 2 POLES NORTH OF SEMAPHORE 5825, 1 POLE NORTH AND ACROSS THE
 JO0178'TRACK FROM MILEPOLE 582.50, 92.8 FEET EAST OF THE EAST RAIL, 4.4 FEET
 JO0178'WEST OF A FENCE, 1 FOOT SOUTH OF A TELEPHONE POLE, 1.9 FEET NORTH OF A
 JO0178'WITNESS POST, ABOUT LEVEL WITH THE TRACK, A DISK ON THE TOP OF A
 JO0178'5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 13
 JO0178'FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST
 JO0178'PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 9, T 27S, R 10W.
 JO0178
 JO0178                          STATION RECOVERY (1984)
 JO0178
 JO0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0178'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0001 ***********************************************************************
 LP0001  DESIGNATION -  Q 2
 LP0001  PID         -  LP0001
 LP0001  STATE/COUNTY-  UT/TOOELE
 LP0001  COUNTRY     -  US
 LP0001  USGS QUAD   -  TOOELE (2017)
 LP0001
 LP0001                         *CURRENT SURVEY CONTROL
 LP0001  ______________________________________________________________________
 LP0001* NAD 83(1986) POSITION- 40 31 02.     (N) 112 20 08.     (W)   SCALED
 LP0001* NAVD 88 ORTHO HEIGHT -  1501.742 (meters)     4926.97  (feet) POSTED
 LP0001  ______________________________________________________________________
 LP0001  GEOID HEIGHT    -        -17.389 (meters)                     GEOID18
 LP0001  DYNAMIC HEIGHT  -       1500.47  (meters)     4922.8   (feet) COMP
 LP0001  MODELED GRAVITY -    979,726.8   (mgal)                       NAVD 88
 LP0001
 LP0001  VERT ORDER      -  * POSTED, SEE BELOW
 LP0001
 LP0001.The horizontal coordinates were scaled from a map and have
 LP0001.an estimated accuracy of +/- 6 seconds.
 LP0001
 LP0001.The orthometric height was determined by differential leveling
 LP0001.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LP0001
 LP0001.* This is a POSTED BENCH MARK height.
 LP0001
 LP0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0001.GEOID18 height accuracy estimate available here.
 LP0001
 LP0001.Click photographs - Photos may exist for this station.
 LP0001
 LP0001.The dynamic height is computed by dividing the NAVD 88
 LP0001.geopotential number by the normal gravity value computed on the
 LP0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0001.degrees latitude (g = 980.6199 gals.).
 LP0001
 LP0001.The modeled gravity was interpolated from observed gravity values.
 LP0001
 LP0001;                    North         East    Units  Estimated Accuracy
 LP0001;SPC UT C     - 2,242,790.      429,190.      MT  (+/- 180 meters Scaled)
 LP0001
 LP0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK868860(NAD 83)
 LP0001
 LP0001                          SUPERSEDED SURVEY CONTROL
 LP0001
 LP0001  NGVD 29 (??/??/92) 1500.609  (m)         4923.25   (f) ADJ UNCH    1 2
 LP0001
 LP0001.Superseded values are not recommended for survey control.
 LP0001
 LP0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0001.See file dsdata.pdf to determine how the superseded data were derived.
 LP0001
 LP0001_MARKER: Q = CHISELED SQUARE
 LP0001_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LP0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0001
 LP0001  HISTORY     - Date     Condition        Report By
 LP0001  HISTORY     - 1908     MONUMENTED       CGS
 LP0001  HISTORY     - 1934     GOOD             CGS
 LP0001  HISTORY     - 1955     MARK NOT FOUND   USGS
 LP0001
 LP0001                          STATION DESCRIPTION
 LP0001
 LP0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0001'0.5 MI S FROM WARNER.
 LP0001'ABOUT 1/2 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM WARNER,
 LP0001'TOOELE COUNTY, ABOUT 6 POLES SOUTH OF AN OVERPASS OF A SPUR TRACK,
 LP0001'ABOUT 85 YARDS SOUTH OF A CROSSING SIGN POST, AND ABOUT 27 FEET WEST
 LP0001'OF THE CENTER LINE OF THE TRACK.  THE BOTTOM OF A SQUARE HOLE,
 LP0001'SURROUNDED BY THE LETTERS USBM, IN THE TOP OF A STONE POST.
 LP0001
 LP0001                          STATION RECOVERY (1955)
 LP0001
 LP0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LP0001'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0240 ***********************************************************************
 JM0240  DESIGNATION -  Q 20
 JM0240  PID         -  JM0240
 JM0240  STATE/COUNTY-  UT/SAN JUAN
 JM0240  COUNTRY     -  US
 JM0240  USGS QUAD   -  LA SAL JUNCTION (2017)
 JM0240
 JM0240                         *CURRENT SURVEY CONTROL
 JM0240  ______________________________________________________________________
 JM0240* NAD 83(1986) POSITION- 38 18 07.04   (N) 109 23 41.33   (W)   HD_HELD1
 JM0240* NAVD 88 ORTHO HEIGHT -  1812.460 (meters)     5946.38  (feet) ADJUSTED
 JM0240  ______________________________________________________________________
 JM0240  GEOID HEIGHT    -        -19.008 (meters)                     GEOID18
 JM0240  DYNAMIC HEIGHT  -       1810.451 (meters)     5939.79  (feet) COMP
 JM0240  MODELED GRAVITY -    979,455.8   (mgal)                       NAVD 88
 JM0240
 JM0240  VERT ORDER      -  FIRST     CLASS II
 JM0240
 JM0240.The horizontal coordinates were determined by differentially corrected
 JM0240.hand held GPS observations or other comparable positioning techniques
 JM0240.and have an estimated accuracy of +/- 3 meters.
 JM0240
 JM0240.The orthometric height was determined by differential leveling and
 JM0240.adjusted by the NATIONAL GEODETIC SURVEY
 JM0240.in June 1991.
 JM0240
 JM0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0240.GEOID18 height accuracy estimate available here.
 JM0240
 JM0240.Click photographs - Photos may exist for this station.
 JM0240
 JM0240.The dynamic height is computed by dividing the NAVD 88
 JM0240.geopotential number by the normal gravity value computed on the
 JM0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0240.degrees latitude (g = 980.6199 gals.).
 JM0240
 JM0240.The modeled gravity was interpolated from observed gravity values.
 JM0240
 JM0240;                    North         East    Units  Estimated Accuracy
 JM0240;SPC UT S     - 3,183,567.7     684,125.9     MT  (+/- 3 meters HH1 GPS) 
 JM0240
 JM0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH4035540537(NAD 83)
 JM0240
 JM0240                          SUPERSEDED SURVEY CONTROL
 JM0240
 JM0240  NGVD 29 (??/??/92) 1811.400  (m)         5942.90   (f) ADJ UNCH    1 2
 JM0240
 JM0240.Superseded values are not recommended for survey control.
 JM0240
 JM0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0240.See file dsdata.pdf to determine how the superseded data were derived.
 JM0240
 JM0240_MARKER: DB = BENCH MARK DISK
 JM0240_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JM0240_SP_SET: CULVERT HEADWALL
 JM0240_STAMPING: 5942.901 Q 20 1933
 JM0240_MARK LOGO: CGS
 JM0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0240+STABILITY: SURFACE MOTION
 JM0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0240+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2009
 JM0240
 JM0240  HISTORY     - Date     Condition        Report By
 JM0240  HISTORY     - 1933     MONUMENTED       CGS
 JM0240  HISTORY     - 1954     GOOD             CGS
 JM0240  HISTORY     - 1982     GOOD             USGS
 JM0240  HISTORY     - 20051015 GOOD             INDIV
 JM0240  HISTORY     - 20091217 GOOD             GEOCAC
 JM0240
 JM0240                          STATION DESCRIPTION
 JM0240
 JM0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JM0240'24.6 MI SE FROM MOAB.
 JM0240'IN SAN JUAN COUNTY, 24.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 160 FROM
 JM0240'THE COURTHOUSE AT MOAB, GRAND COUNTY, AT LASAL JUNCTION, 90 FEET NORTH
 JM0240'OF THE ROAD JUNCTION, AT A 36-INCH CONCRETE CULVERT, AND IN THE TOP OF
 JM0240'THE NORTH END OF THE EAST HEADWALL.  A STANDARD DISK, STAMPED 5942.901
 JM0240'Q 20 1933.  NOTE-- HWY 450 HAS BEEN CHANGED TO U.S. HIGHWAY 160.
 JM0240
 JM0240                          STATION RECOVERY (1982)
 JM0240
 JM0240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0240'MOAB, UTAH 23.1 MILES SOUTHEAST ALONG U.S. HWY. 191 FROM MAIN AND
 JM0240'CENTER STREETS IN MOAB, UTAH. 0.8 MILES SOUTHEAST ALONG US. HWY 191
 JM0240'AND LA SAL JUNCTION AT A 36 INCH CONCRETE CULVERT, AND IN THE TOP OF
 JM0240'THE NORTH END OF THE NORTHEAST HEADWALL.
 JM0240
 JM0240                          STATION RECOVERY (2005)
 JM0240
 JM0240'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RW)
 JM0240'RECOVERED IN GOOD CONDITION.
 JM0240
 JM0240                          STATION RECOVERY (2009)
 JM0240
 JM0240'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0240'HIGHWAY IS NOW US 191.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0153 ***********************************************************************
 HM0153  DESIGNATION -  Q 21
 HM0153  PID         -  HM0153
 HM0153  STATE/COUNTY-  UT/SAN JUAN
 HM0153  COUNTRY     -  US
 HM0153  USGS QUAD   -  MONTICELLO NORTH (2017)
 HM0153
 HM0153                         *CURRENT SURVEY CONTROL
 HM0153  ______________________________________________________________________
 HM0153* NAD 83(1986) POSITION- 37 56 08.     (N) 109 20 47.     (W)   SCALED
 HM0153* NAVD 88 ORTHO HEIGHT -  2131.012 (meters)     6991.50  (feet) ADJUSTED
 HM0153  ______________________________________________________________________
 HM0153  GEOID HEIGHT    -        -18.752 (meters)                     GEOID18
 HM0153  DYNAMIC HEIGHT  -       2128.469 (meters)     6983.15  (feet) COMP
 HM0153  MODELED GRAVITY -    979,359.2   (mgal)                       NAVD 88
 HM0153
 HM0153  VERT ORDER      -  FIRST     CLASS II
 HM0153
 HM0153.The horizontal coordinates were scaled from a map and have
 HM0153.an estimated accuracy of +/- 6 seconds.
 HM0153
 HM0153.The orthometric height was determined by differential leveling and
 HM0153.adjusted by the NATIONAL GEODETIC SURVEY
 HM0153.in June 1991.
 HM0153
 HM0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0153.GEOID18 height accuracy estimate available here.
 HM0153
 HM0153.Click photographs - Photos may exist for this station.
 HM0153
 HM0153.The dynamic height is computed by dividing the NAVD 88
 HM0153.geopotential number by the normal gravity value computed on the
 HM0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0153.degrees latitude (g = 980.6199 gals.).
 HM0153
 HM0153.The modeled gravity was interpolated from observed gravity values.
 HM0153
 HM0153;                    North         East    Units  Estimated Accuracy
 HM0153;SPC UT S     - 3,143,010.      689,300.      MT  (+/- 180 meters Scaled)
 HM0153
 HM0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG453999(NAD 83)
 HM0153
 HM0153                          SUPERSEDED SURVEY CONTROL
 HM0153
 HM0153  NGVD 29 (??/??/92) 2129.854  (m)         6987.70   (f) ADJ UNCH    1 2
 HM0153
 HM0153.Superseded values are not recommended for survey control.
 HM0153
 HM0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0153.See file dsdata.pdf to determine how the superseded data were derived.
 HM0153
 HM0153_MARKER: DB = BENCH MARK DISK
 HM0153_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HM0153_SP_SET: CULVERT HEADWALL
 HM0153_STAMPING: 6987.696 Q 21 1933
 HM0153_MARK LOGO: CGS
 HM0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0153+STABILITY: SURFACE MOTION
 HM0153
 HM0153  HISTORY     - Date     Condition        Report By
 HM0153  HISTORY     - 1933     MONUMENTED       CGS
 HM0153  HISTORY     - 1957     MARK NOT FOUND   USGS
 HM0153  HISTORY     - 1980     MARK NOT FOUND   USGS
 HM0153  HISTORY     - 1980     MARK NOT FOUND   USGS
 HM0153
 HM0153                          STATION DESCRIPTION
 HM0153
 HM0153'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 HM0153'4.5 MI N FROM MONTICELLO.
 HM0153'4.5 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 HM0153'MONTICELLO, SAN JUAN COUNTY, ON THE TOP OF A LOW RIDGE, 176 FEET NORTH
 HM0153'OF AN 18-INCH CULVERT, AT ANOTHER 18-INCH CULVERT OVER AN IRRIGATION
 HM0153'DITCH, AND IN THE TOP OF THE NORTH END OF THE WEST HEADWALL. A
 HM0153'STANDARD DISK, STAMPED 6987.696 Q 21 1933.
 HM0153
 HM0153                          STATION RECOVERY (1980)
 HM0153
 HM0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0153'MARK NOT FOUND.
 HM0153
 HM0153                          STATION RECOVERY (1980)
 HM0153
 HM0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0153'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0174 ***********************************************************************
 HM0174  DESIGNATION -  Q 22
 HM0174  PID         -  HM0174
 HM0174  STATE/COUNTY-  UT/SAN JUAN
 HM0174  COUNTRY     -  US
 HM0174  USGS QUAD   -  BLANDING SOUTH (2017)
 HM0174
 HM0174                         *CURRENT SURVEY CONTROL
 HM0174  ______________________________________________________________________
 HM0174* NAD 83(1986) POSITION- 37 37 26.72   (N) 109 28 41.32   (W)   HD_HELD1
 HM0174* NAVD 88 ORTHO HEIGHT -  1861.976 (meters)     6108.83  (feet) ADJUSTED
 HM0174  ______________________________________________________________________
 HM0174  GEOID HEIGHT    -        -19.823 (meters)                     GEOID18
 HM0174  DYNAMIC HEIGHT  -       1859.788 (meters)     6101.65  (feet) COMP
 HM0174  MODELED GRAVITY -    979,388.7   (mgal)                       NAVD 88
 HM0174
 HM0174  VERT ORDER      -  FIRST     CLASS II
 HM0174
 HM0174.The horizontal coordinates were determined by differentially corrected
 HM0174.hand held GPS observations or other comparable positioning techniques
 HM0174.and have an estimated accuracy of +/- 3 meters.
 HM0174
 HM0174.The orthometric height was determined by differential leveling and
 HM0174.adjusted by the NATIONAL GEODETIC SURVEY
 HM0174.in June 1991.
 HM0174
 HM0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0174.GEOID18 height accuracy estimate available here.
 HM0174
 HM0174.Click photographs - Photos may exist for this station.
 HM0174
 HM0174.The dynamic height is computed by dividing the NAVD 88
 HM0174.geopotential number by the normal gravity value computed on the
 HM0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0174.degrees latitude (g = 980.6199 gals.).
 HM0174
 HM0174.The modeled gravity was interpolated from observed gravity values.
 HM0174
 HM0174;                    North         East    Units  Estimated Accuracy
 HM0174;SPC UT S     - 3,108,187.0     678,465.3     MT  (+/- 3 meters HH1 GPS) 
 HM0174
 HM0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3429865197(NAD 83)
 HM0174
 HM0174                          SUPERSEDED SURVEY CONTROL
 HM0174
 HM0174  NGVD 29 (??/??/92) 1860.896  (m)         6105.29   (f) ADJ UNCH    1 2
 HM0174
 HM0174.Superseded values are not recommended for survey control.
 HM0174
 HM0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0174.See file dsdata.pdf to determine how the superseded data were derived.
 HM0174
 HM0174_MARKER: DB = BENCH MARK DISK
 HM0174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HM0174_SP_SET: PILLAR
 HM0174_STAMPING: 6105.290 Q 22 1933
 HM0174_MARK LOGO: CGS
 HM0174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HM0174+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2009
 HM0174
 HM0174  HISTORY     - Date     Condition        Report By
 HM0174  HISTORY     - 1933     MONUMENTED       CGS
 HM0174  HISTORY     - 1966     GOOD             CGS
 HM0174  HISTORY     - 1979     GOOD             NGS
 HM0174  HISTORY     - 1979     GOOD             NGS
 HM0174  HISTORY     - 20090527 GOOD             GEOCAC
 HM0174
 HM0174                          STATION DESCRIPTION
 HM0174
 HM0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 HM0174'IN BLANDING.
 HM0174'AT BLANDING, SAN JUAN COUNTY, ON STATE HIGHWAY 47, 1 BLOCK SOUTH OF
 HM0174'THE INTERSECTION OF MAIN STREET AND CENTER STREET, IN THE SOUTHWEST
 HM0174'SANDSTONE PILLAR OF THE SOUTHEAST CORNER OF THE PARLEY REDD
 HM0174'MERCANTILE, A STANDARD DISK STAMPED Q 22 1933 6105.290, AND SET
 HM0174'VERTICAL.  THE MARK IS 4 FEET ABOVE THE SIDEWALK.  A CHECK LINE WAS
 HM0174'DOUBLE RUN BETWEEN Q 22 AND R 22 AND MISSED THE PUBLISHED ELEVATION BY
 HM0174'7.5 MM IN 0.3 KM.  DUE TO THE NATURE OF THIS PROJECT NO FURTHER
 HM0174'LEVELING WAS DONE.
 HM0174
 HM0174                          STATION RECOVERY (1979)
 HM0174
 HM0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0174'RECOVERED IN GOOD CONDITION.
 HM0174
 HM0174                          STATION RECOVERY (1979)
 HM0174
 HM0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0174'RECOVERED IN GOOD CONDITION.
 HM0174
 HM0174                          STATION RECOVERY (2009)
 HM0174
 HM0174'RECOVERY NOTE BY GEOCACHING 2009 (WS)
 HM0174'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0241 ***********************************************************************
 HM0241  DESIGNATION -  Q 23
 HM0241  PID         -  HM0241
 HM0241  STATE/COUNTY-  UT/SAN JUAN
 HM0241  COUNTRY     -  US
 HM0241  USGS QUAD   -  BLUFF (2017)
 HM0241
 HM0241                         *CURRENT SURVEY CONTROL
 HM0241  ______________________________________________________________________
 HM0241* NAD 83(1986) POSITION- 37 16 05.2    (N) 109 36 08.3    (W)   HD_HELD2
 HM0241* NAVD 88 ORTHO HEIGHT -  1337.344 (meters)     4387.60  (feet) ADJUSTED
 HM0241  ______________________________________________________________________
 HM0241  GEOID HEIGHT    -        -20.887 (meters)                     GEOID18
 HM0241  DYNAMIC HEIGHT  -       1335.856 (meters)     4382.72  (feet) COMP
 HM0241  MODELED GRAVITY -    979,472.5   (mgal)                       NAVD 88
 HM0241
 HM0241  VERT ORDER      -  FIRST     CLASS II
 HM0241
 HM0241.The horizontal coordinates were established by autonomous hand held GPS
 HM0241.observations and have an estimated accuracy of +/- 10 meters.
 HM0241
 HM0241.The orthometric height was determined by differential leveling and
 HM0241.adjusted by the NATIONAL GEODETIC SURVEY
 HM0241.in June 1991.
 HM0241
 HM0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0241.GEOID18 height accuracy estimate available here.
 HM0241
 HM0241.Click photographs - Photos may exist for this station.
 HM0241
 HM0241.The dynamic height is computed by dividing the NAVD 88
 HM0241.geopotential number by the normal gravity value computed on the
 HM0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0241.degrees latitude (g = 980.6199 gals.).
 HM0241
 HM0241.The modeled gravity was interpolated from observed gravity values.
 HM0241
 HM0241;                    North         East    Units  Estimated Accuracy
 HM0241;SPC UT S     - 3,068,458.      668,309.      MT  (+/- 10 meters HH2 GPS)
 HM0241
 HM0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG2392625530(NAD 83)
 HM0241
 HM0241                          SUPERSEDED SURVEY CONTROL
 HM0241
 HM0241  NGVD 29 (??/??/92) 1336.408  (m)         4384.53   (f) ADJ UNCH    1 2
 HM0241
 HM0241.Superseded values are not recommended for survey control.
 HM0241
 HM0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0241.See file dsdata.pdf to determine how the superseded data were derived.
 HM0241
 HM0241_MARKER: DB = BENCH MARK DISK
 HM0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0241_STAMPING: 4384.532 Q 23 1933
 HM0241_MARK LOGO: CGS
 HM0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0241+STABILITY: SURFACE MOTION
 HM0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0241+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2010
 HM0241
 HM0241  HISTORY     - Date     Condition        Report By
 HM0241  HISTORY     - 1933     MONUMENTED       CGS
 HM0241  HISTORY     - 1962     GOOD             USGS
 HM0241  HISTORY     - 1983     MARK NOT FOUND   NGS
 HM0241  HISTORY     - 20100202 GOOD             GEOCAC
 HM0241
 HM0241                          STATION DESCRIPTION
 HM0241
 HM0241'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HM0241'3.3 MI SW FROM BLUFF.
 HM0241'3.3 MILES SOUTHWEST ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0241'BLUFF, SAN JUAN COUNTY, 233 FEET SOUTH OF A GALVANIZED CULVERT, 117
 HM0241'FEET NORTHWEST OF A LONE POWER POLE, AND 142 FEET SOUTHEAST OF THE
 HM0241'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 4384.532 Q 23
 HM0241'1933 AND SET IN THE TOP OF A CONCRETE POST.
 HM0241
 HM0241                          STATION RECOVERY (1983)
 HM0241
 HM0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0241'MARK NOT FOUND.
 HM0241
 HM0241                          STATION RECOVERY (2010)
 HM0241
 HM0241'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HM0241'STATION IS 77 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL
 HM0241'LIVESTOCK CORRAL.  THE POST IS ABOUT 255 FEET SOUTH OF THE CENTERLINE
 HM0241'OF US 191 AND IS VISIBLE FROM THE ROADWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0115 ***********************************************************************
 JO0115  DESIGNATION -  Q 231
 JO0115  PID         -  JO0115
 JO0115  STATE/COUNTY-  UT/BEAVER
 JO0115  COUNTRY     -  US
 JO0115  USGS QUAD   -  SHELLY BALDY PEAK (2017)
 JO0115
 JO0115                         *CURRENT SURVEY CONTROL
 JO0115  ______________________________________________________________________
 JO0115* NAD 83(1986) POSITION- 38 17 42.     (N) 112 25 36.     (W)   SCALED
 JO0115* NAVD 88 ORTHO HEIGHT -  2613.730 (meters)     8575.21  (feet) ADJUSTED
 JO0115  ______________________________________________________________________
 JO0115  GEOID HEIGHT    -        -19.061 (meters)                     GEOID18
 JO0115  DYNAMIC HEIGHT  -       2610.389 (meters)     8564.25  (feet) COMP
 JO0115  MODELED GRAVITY -    979,255.6   (mgal)                       NAVD 88
 JO0115
 JO0115  VERT ORDER      -  SECOND    CLASS 0
 JO0115
 JO0115.The horizontal coordinates were scaled from a map and have
 JO0115.an estimated accuracy of +/- 6 seconds.
 JO0115
 JO0115.The orthometric height was determined by differential leveling and
 JO0115.adjusted by the NATIONAL GEODETIC SURVEY
 JO0115.in June 1991.
 JO0115
 JO0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0115.GEOID18 height accuracy estimate available here.
 JO0115
 JO0115.Click photographs - Photos may exist for this station.
 JO0115
 JO0115.The dynamic height is computed by dividing the NAVD 88
 JO0115.geopotential number by the normal gravity value computed on the
 JO0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0115.degrees latitude (g = 980.6199 gals.).
 JO0115
 JO0115.The modeled gravity was interpolated from observed gravity values.
 JO0115
 JO0115;                    North         East    Units  Estimated Accuracy
 JO0115;SPC UT S     - 3,181,130.      418,940.      MT  (+/- 180 meters Scaled)
 JO0115
 JO0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH752395(NAD 83)
 JO0115
 JO0115                          SUPERSEDED SURVEY CONTROL
 JO0115
 JO0115  NGVD 29 (??/??/92) 2612.260  (m)         8570.39   (f) ADJ UNCH    2 0
 JO0115
 JO0115.Superseded values are not recommended for survey control.
 JO0115
 JO0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0115.See file dsdata.pdf to determine how the superseded data were derived.
 JO0115
 JO0115_MARKER: DB = BENCH MARK DISK
 JO0115_SETTING: 66 = SET IN ROCK OUTCROP
 JO0115_STAMPING: Q 231 1935
 JO0115_MARK LOGO: CGS
 JO0115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0115+STABILITY: POSITION/ELEVATION WELL
 JO0115
 JO0115  HISTORY     - Date     Condition        Report By
 JO0115  HISTORY     - 1935     MONUMENTED       CGS
 JO0115  HISTORY     - 1975     MARK NOT FOUND   USGS
 JO0115
 JO0115                          STATION DESCRIPTION
 JO0115
 JO0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0115'15.3 MI E FROM BEAVER.
 JO0115'ABOUT 15.3 MILES EAST ALONG STATE HIGHWAY 21 FROM BEAVER, BEAVER
 JO0115'COUNTY, AT A CANYON, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE
 JO0115'HIGHWAY, AND IN THE TOP OF A SANDSTONE OUTCROP.  A STANDARD DISK,
 JO0115'STAMPED Q 231 1935.
 JO0115
 JO0115                          STATION RECOVERY (1975)
 JO0115
 JO0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0115'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0326 ***********************************************************************
 HM0326  DESIGNATION -  Q 24
 HM0326  PID         -  HM0326
 HM0326  STATE/COUNTY-  UT/SAN JUAN
 HM0326  COUNTRY     -  US
 HM0326  USGS QUAD   -  MEXICAN HAT SW (2017)
 HM0326
 HM0326                         *CURRENT SURVEY CONTROL
 HM0326  ______________________________________________________________________
 HM0326* NAD 83(1986) POSITION- 37 06 09.     (N) 109 59 32.     (W)   SCALED
 HM0326* NAVD 88 ORTHO HEIGHT -  1559.853 (meters)     5117.62  (feet) ADJUSTED
 HM0326  ______________________________________________________________________
 HM0326  GEOID HEIGHT    -        -21.074 (meters)                     GEOID18
 HM0326  DYNAMIC HEIGHT  -       1558.042 (meters)     5111.68  (feet) COMP
 HM0326  MODELED GRAVITY -    979,415.0   (mgal)                       NAVD 88
 HM0326
 HM0326  VERT ORDER      -  FIRST     CLASS II
 HM0326
 HM0326.The horizontal coordinates were scaled from a map and have
 HM0326.an estimated accuracy of +/- 6 seconds.
 HM0326
 HM0326.The orthometric height was determined by differential leveling and
 HM0326.adjusted by the NATIONAL GEODETIC SURVEY
 HM0326.in June 1991.
 HM0326
 HM0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0326.GEOID18 height accuracy estimate available here.
 HM0326
 HM0326.Click photographs - Photos may exist for this station.
 HM0326
 HM0326.The dynamic height is computed by dividing the NAVD 88
 HM0326.geopotential number by the normal gravity value computed on the
 HM0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0326.degrees latitude (g = 980.6199 gals.).
 HM0326
 HM0326.The modeled gravity was interpolated from observed gravity values.
 HM0326
 HM0326;                    North         East    Units  Estimated Accuracy
 HM0326;SPC UT S     - 3,049,450.      634,030.      MT  (+/- 180 meters Scaled)
 HM0326
 HM0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG895067(NAD 83)
 HM0326
 HM0326                          SUPERSEDED SURVEY CONTROL
 HM0326
 HM0326.No superseded survey control is available for this station.
 HM0326
 HM0326_MARKER: DB = BENCH MARK DISK
 HM0326_SETTING: 66 = SET IN ROCK OUTCROP
 HM0326_STAMPING: 5114.478 Q 24 1933
 HM0326_MARK LOGO: CGS
 HM0326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0326+STABILITY: POSITION/ELEVATION WELL
 HM0326
 HM0326  HISTORY     - Date     Condition        Report By
 HM0326  HISTORY     - 1933     MONUMENTED       CGS
 HM0326  HISTORY     - 1934     GOOD             CGS
 HM0326  HISTORY     - 1983     GOOD             NGS
 HM0326
 HM0326                          STATION DESCRIPTION
 HM0326
 HM0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0326'9.6 MI SW FROM MEXICAN HAT.
 HM0326'9.6 MILES SOUTHWEST ALONG THE ROAD TO KAYENTA FROM THE NEVILLS STONE
 HM0326'HOUSE AT MEXICAN HAT, SAN JUAN COUNTY, 9 MILES SOUTHWEST OF THE SAN
 HM0326'JUAN RIVER BRIDGE, ON THE SLOPE ON THE EAST SIDE OF A BROAD FLAT
 HM0326'VALLEY, 100 FEET NORTHEAST OF A 14- BY 18-INCH WOODEN SKEW BOX CULVERT
 HM0326'WITH STONE HEADWALLS, ON THE SOUTH SIDE OF A SMALL WASH, 43 FEET NORTH
 HM0326'OF THE CENTERLINE OF THE ROAD, AND IN BLACK AND WHITE SANDSTONE
 HM0326'BEDROCK.  A STANDARD DISK, STAMPED 5114.478 Q 24 1933.
 HM0326
 HM0326                          STATION RECOVERY (1983)
 HM0326
 HM0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0326'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0167 ***********************************************************************
 JN0167  DESIGNATION -  Q 25
 JN0167  PID         -  JN0167
 JN0167  STATE/COUNTY-  UT/WAYNE
 JN0167  COUNTRY     -  US
 JN0167  USGS QUAD   -  TWIN ROCKS (2017)
 JN0167
 JN0167                         *CURRENT SURVEY CONTROL
 JN0167  ______________________________________________________________________
 JN0167* NAD 83(1986) POSITION- 38 17 58.75   (N) 111 16 23.75   (W)   HD_HELD1
 JN0167* NAVD 88 ORTHO HEIGHT -  1733.571 (meters)     5687.56  (feet) ADJUSTED
 JN0167  ______________________________________________________________________
 JN0167  GEOID HEIGHT    -        -18.613 (meters)                     GEOID18
 JN0167  DYNAMIC HEIGHT  -       1731.692 (meters)     5681.39  (feet) COMP
 JN0167  MODELED GRAVITY -    979,483.7   (mgal)                       NAVD 88
 JN0167
 JN0167  VERT ORDER      -  FIRST     CLASS II
 JN0167
 JN0167.The horizontal coordinates were determined by differentially corrected
 JN0167.hand held GPS observations or other comparable positioning techniques
 JN0167.and have an estimated accuracy of +/- 3 meters.
 JN0167
 JN0167.The orthometric height was determined by differential leveling and
 JN0167.adjusted by the NATIONAL GEODETIC SURVEY
 JN0167.in June 1991.
 JN0167
 JN0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0167.GEOID18 height accuracy estimate available here.
 JN0167
 JN0167.Click photographs - Photos may exist for this station.
 JN0167
 JN0167.The dynamic height is computed by dividing the NAVD 88
 JN0167.geopotential number by the normal gravity value computed on the
 JN0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0167.degrees latitude (g = 980.6199 gals.).
 JN0167
 JN0167.The modeled gravity was interpolated from observed gravity values.
 JN0167
 JN0167;                    North         East    Units  Estimated Accuracy
 JN0167;SPC UT S     - 3,181,263.6     519,833.3     MT  (+/- 3 meters HH1 GPS) 
 JN0167
 JN0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH7610639098(NAD 83)
 JN0167
 JN0167                          SUPERSEDED SURVEY CONTROL
 JN0167
 JN0167  NGVD 29 (??/??/92) 1732.430  (m)         5683.81   (f) ADJ UNCH    1 2
 JN0167
 JN0167.Superseded values are not recommended for survey control.
 JN0167
 JN0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0167.See file dsdata.pdf to determine how the superseded data were derived.
 JN0167
 JN0167_MARKER: DB = BENCH MARK DISK
 JN0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0167_STAMPING: Q 25 1934
 JN0167_MARK LOGO: CGS
 JN0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0167+STABILITY: SURFACE MOTION
 JN0167
 JN0167  HISTORY     - Date     Condition        Report By
 JN0167  HISTORY     - 1934     MONUMENTED       CGS
 JN0167  HISTORY     - 1979     GOOD             USGS
 JN0167
 JN0167                          STATION DESCRIPTION
 JN0167
 JN0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0167'1.9 MI W FROM FRUITA.
 JN0167'1.9 MILES WEST ALONG STATE HIGHWAY 24 FROM FRUITA, WAYNE COUNTY, 60
 JN0167'FEET NORTH OF A DRY CREEK BED, AT THE MIDDLE OF A CURVE IN THE
 JN0167'HIGHWAY, 39 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 3
 JN0167'FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Q 25 1934 AND
 JN0167'SET IN THE TOP OF A CONCRETE POST.
 JN0167
 JN0167                          STATION RECOVERY (1979)
 JN0167
 JN0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JN0167'TO REACH FROM THE MORMON CHURCH IN TORREY GO E. ON STATE HWY. 24 FOR
 JN0167'9.65 MILES, 84 FT. NE OF THE CTR. LINE OF HWY., SET IN TOP OF
 JN0167'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0257 ***********************************************************************
 LN0257  DESIGNATION -  Q 26
 LN0257  PID         -  LN0257
 LN0257  STATE/COUNTY-  UT/UINTAH
 LN0257  COUNTRY     -  US
 LN0257  USGS QUAD   -  BONANZA (2017)
 LN0257
 LN0257                         *CURRENT SURVEY CONTROL
 LN0257  ______________________________________________________________________
 LN0257* NAD 83(1986) POSITION- 40 00 24.     (N) 109 10 08.     (W)   SCALED
 LN0257* NAVD 88 ORTHO HEIGHT -  1707.027 (meters)     5600.47  (feet) ADJUSTED
 LN0257  ______________________________________________________________________
 LN0257  GEOID HEIGHT    -        -17.198 (meters)                     GEOID18
 LN0257  DYNAMIC HEIGHT  -       1705.416 (meters)     5595.19  (feet) COMP
 LN0257  MODELED GRAVITY -    979,622.2   (mgal)                       NAVD 88
 LN0257
 LN0257  VERT ORDER      -  FIRST     CLASS II
 LN0257
 LN0257.The horizontal coordinates were scaled from a map and have
 LN0257.an estimated accuracy of +/- 6 seconds.
 LN0257
 LN0257.The orthometric height was determined by differential leveling and
 LN0257.adjusted by the NATIONAL GEODETIC SURVEY
 LN0257.in June 1991.
 LN0257
 LN0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0257.GEOID18 height accuracy estimate available here.
 LN0257
 LN0257.Click photographs - Photos may exist for this station.
 LN0257
 LN0257.The dynamic height is computed by dividing the NAVD 88
 LN0257.geopotential number by the normal gravity value computed on the
 LN0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0257.degrees latitude (g = 980.6199 gals.).
 LN0257
 LN0257.The modeled gravity was interpolated from observed gravity values.
 LN0257
 LN0257;                    North         East    Units  Estimated Accuracy
 LN0257;SPC UT C     - 2,188,370.      699,000.      MT  (+/- 180 meters Scaled)
 LN0257
 LN0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK562301(NAD 83)
 LN0257
 LN0257                          SUPERSEDED SURVEY CONTROL
 LN0257
 LN0257  NGVD 29 (??/??/92) 1705.806  (m)         5596.47   (f) ADJ UNCH    1 2
 LN0257
 LN0257.Superseded values are not recommended for survey control.
 LN0257
 LN0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0257.See file dsdata.pdf to determine how the superseded data were derived.
 LN0257
 LN0257_MARKER: DB = BENCH MARK DISK
 LN0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0257_STAMPING: 5596.465 Q 26 1933
 LN0257_MARK LOGO: CGS
 LN0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0257+STABILITY: SURFACE MOTION
 LN0257
 LN0257  HISTORY     - Date     Condition        Report By
 LN0257  HISTORY     - 1933     MONUMENTED       CGS
 LN0257  HISTORY     - 1956     GOOD             CGS
 LN0257  HISTORY     - 1969     GOOD             CGS
 LN0257  HISTORY     - 1981     GOOD             NGS
 LN0257
 LN0257                          STATION DESCRIPTION
 LN0257
 LN0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LN0257'0.9 MI S FROM BONANZA.
 LN0257'0.9 MILE SOUTH ALONG THE WATSON-JENSEN ROAD FROM BONANZA, UINTAH
 LN0257'COUNTY, 60 FEET WEST OF THE ROAD AND OPPOSITE A METAL-ROOFED RESERVOIR
 LN0257'ON THE EAST SIDE OF THE ROAD, AT THE EAST BASE OF A HILL, AND 3 FEET
 LN0257'EAST OF A POLE.  A STANDARD DISK, STAMPED 5596.465 Q 26 1933 AND SET
 LN0257'IN THE TOP OF A CONCRETE POST.
 LN0257
 LN0257                          STATION RECOVERY (1969)
 LN0257
 LN0257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LN0257'RECOVERED IN GOOD CONDITION.
 LN0257
 LN0257                          STATION RECOVERY (1981)
 LN0257
 LN0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LN0257'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0281 ***********************************************************************
 LN0281  DESIGNATION -  Q 27
 LN0281  PID         -  LN0281
 LN0281  STATE/COUNTY-  UT/UINTAH
 LN0281  COUNTRY     -  US
 LN0281  USGS QUAD   -  NAPLES (2017)
 LN0281
 LN0281                         *CURRENT SURVEY CONTROL
 LN0281  ______________________________________________________________________
 LN0281* NAD 83(1986) POSITION- 40 24 52.     (N) 109 29 55.     (W)   SCALED
 LN0281* NAVD 88 ORTHO HEIGHT -  1605.760 (meters)     5268.23  (feet) ADJUSTED
 LN0281  ______________________________________________________________________
 LN0281  GEOID HEIGHT    -        -17.074 (meters)                     GEOID18
 LN0281  DYNAMIC HEIGHT  -       1604.287 (meters)     5263.40  (feet) COMP
 LN0281  MODELED GRAVITY -    979,652.3   (mgal)                       NAVD 88
 LN0281
 LN0281  VERT ORDER      -  FIRST     CLASS II
 LN0281
 LN0281.The horizontal coordinates were scaled from a map and have
 LN0281.an estimated accuracy of +/- 6 seconds.
 LN0281
 LN0281.The orthometric height was determined by differential leveling and
 LN0281.adjusted by the NATIONAL GEODETIC SURVEY
 LN0281.in June 1991.
 LN0281
 LN0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0281.GEOID18 height accuracy estimate available here.
 LN0281
 LN0281.Click photographs - Photos may exist for this station.
 LN0281
 LN0281.The dynamic height is computed by dividing the NAVD 88
 LN0281.geopotential number by the normal gravity value computed on the
 LN0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0281.degrees latitude (g = 980.6199 gals.).
 LN0281
 LN0281.The modeled gravity was interpolated from observed gravity values.
 LN0281
 LN0281;                    North         East    Units  Estimated Accuracy
 LN0281;SPC UT C     - 2,232,950.      669,850.      MT  (+/- 180 meters Scaled)
 LN0281
 LN0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK273748(NAD 83)
 LN0281
 LN0281                          SUPERSEDED SURVEY CONTROL
 LN0281
 LN0281  NGVD 29 (??/??/92) 1604.540  (m)         5264.23   (f) ADJ UNCH    1 2
 LN0281
 LN0281.Superseded values are not recommended for survey control.
 LN0281
 LN0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0281.See file dsdata.pdf to determine how the superseded data were derived.
 LN0281
 LN0281_MARKER: DB = BENCH MARK DISK
 LN0281_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LN0281_SP_SET: SIPHON HEADWALL
 LN0281_STAMPING: 5264.288 Q 27 1933
 LN0281_MARK LOGO: CGS
 LN0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0281+STABILITY: SURFACE MOTION
 LN0281
 LN0281  HISTORY     - Date     Condition        Report By
 LN0281  HISTORY     - 1933     MONUMENTED       CGS
 LN0281  HISTORY     - 1971     GOOD             NGS
 LN0281  HISTORY     - 1981     GOOD             NGS
 LN0281  HISTORY     - 1984     GOOD             NGS
 LN0281  HISTORY     - 20091019 MARK NOT FOUND   GEOCAC
 LN0281
 LN0281                          STATION DESCRIPTION
 LN0281
 LN0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LN0281'4.2 MI SE FROM VERNAL.
 LN0281'4.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LN0281'VERNAL, UINTAH COUNTY, ABOUT 0.4 MILE SOUTH OF THE NAPLES WARDHOUSE,
 LN0281'ON THE OUTSIDE OF A CURVE, AT A CONCRETE INVERTED SIPHON, 25 FEET
 LN0281'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF THE
 LN0281'INTAKE WALL.  A STANDARD DISK, STAMPEDL 5264.228 Q 27 1933.
 LN0281
 LN0281                          STATION RECOVERY (1981)
 LN0281
 LN0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LN0281'THE MARK IS JUST WEST OF A SMALL ROADSIDE PARK AND ABOUT 18 M (60
 LN0281'FEET) SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND IN THE TOP OF
 LN0281'THE INVERTED SIPHON NEAREST THE ROAD.
 LN0281
 LN0281                          STATION RECOVERY (1984)
 LN0281
 LN0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0281'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.4 KM
 LN0281'(4.0 MI) EASTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH U.S.
 LN0281'HIGHWAY 191 IN VERNAL, IN THE NORTH END OF THE WEST CONCRETE HEADWALL
 LN0281'OF AN IRRIGATION DITCH INTAKE, 44.8 M (147.0 FT) EAST OF THE
 LN0281'CENTERLINE OF A PAVED ROAD (1500 EAST) LEADING SOUTH, AND 30.9 M
 LN0281'(100.4 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 LN0281'THE MARK IS 0.7 METERS  S FROM  A WITNESS POST
 LN0281'THE MARK IS 0.9 M ABOVE THE GROUND.
 LN0281
 LN0281                          STATION RECOVERY (2009)
 LN0281
 LN0281'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LN0281'THE ROAD WAY AND INTERSECTION AT THIS LOCATION HAVE BEEN WIDENED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0215 ***********************************************************************
 LN0215  DESIGNATION -  Q 28
 LN0215  PID         -  LN0215
 LN0215  STATE/COUNTY-  UT/DAGGETT
 LN0215  COUNTRY     -  US
 LN0215  USGS QUAD   -  MOUNT LENA (2017)
 LN0215
 LN0215                         *CURRENT SURVEY CONTROL
 LN0215  ______________________________________________________________________
 LN0215* NAD 83(1986) POSITION- 40 51 52.     (N) 109 28 57.     (W)   SCALED
 LN0215* NAVD 88 ORTHO HEIGHT -  2282.473 (meters)     7488.41  (feet) POSTED
 LN0215  ______________________________________________________________________
 LN0215  GEOID HEIGHT    -        -13.714 (meters)                     GEOID18
 LN0215  DYNAMIC HEIGHT  -       2280.34  (meters)     7481.4   (feet) COMP
 LN0215  MODELED GRAVITY -    979,606.1   (mgal)                       NAVD 88
 LN0215
 LN0215  VERT ORDER      -  * POSTED, SEE BELOW
 LN0215
 LN0215.The horizontal coordinates were scaled from a map and have
 LN0215.an estimated accuracy of +/- 6 seconds.
 LN0215
 LN0215.The orthometric height was determined by differential leveling
 LN0215.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LN0215
 LN0215.* This is a POSTED BENCH MARK height.
 LN0215
 LN0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0215.GEOID18 height accuracy estimate available here.
 LN0215
 LN0215.Click photographs - Photos may exist for this station.
 LN0215
 LN0215.The dynamic height is computed by dividing the NAVD 88
 LN0215.geopotential number by the normal gravity value computed on the
 LN0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0215.degrees latitude (g = 980.6199 gals.).
 LN0215
 LN0215.The modeled gravity was interpolated from observed gravity values.
 LN0215
 LN0215;                    North         East    Units  Estimated Accuracy
 LN0215;SPC UT N     - 1,060,950.      670,070.      MT  (+/- 180 meters Scaled)
 LN0215
 LN0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL278248(NAD 83)
 LN0215
 LN0215                          SUPERSEDED SURVEY CONTROL
 LN0215
 LN0215  NGVD 29 (??/??/92) 2281.151  (m)         7484.08   (f) ADJ UNCH    1 2
 LN0215
 LN0215.Superseded values are not recommended for survey control.
 LN0215
 LN0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0215.See file dsdata.pdf to determine how the superseded data were derived.
 LN0215
 LN0215_MARKER: DB = BENCH MARK DISK
 LN0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0215_STAMPING: 7484.076 Q 28 1933
 LN0215_MARK LOGO: CGS
 LN0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0215+STABILITY: SURFACE MOTION
 LN0215
 LN0215  HISTORY     - Date     Condition        Report By
 LN0215  HISTORY     - 1933     MONUMENTED       CGS
 LN0215  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0215
 LN0215                          STATION DESCRIPTION
 LN0215
 LN0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0215'38.6 MI N FROM VERNAL.
 LN0215'IN DAGGETT COUNTY, ABOUT 38.6 MILES NORTH ALONG STATE HIGHWAY 44 FROM
 LN0215'VERNAL, UINTAH COUNTY, ABOUT 0.2 MILE NORTH OF THE T-JUNCTION OF THE
 LN0215'SIDE ROAD LEADING EAST TO GREEN RIVER RANGER STATION, ON THE OUTSIDE
 LN0215'OF A CURVE, AND ABOUT 45 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
 LN0215'A STANDARD DISK, STAMPED 7484.076 Q 28 1933 AND SET IN THE TOP OF A
 LN0215'CONCRETE POST.
 LN0215
 LN0215                          STATION RECOVERY (1984)
 LN0215
 LN0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0215'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0176 ***********************************************************************
 JN0176  DESIGNATION -  Q 29
 JN0176  PID         -  JN0176
 JN0176  STATE/COUNTY-  UT/WAYNE
 JN0176  COUNTRY     -  US
 JN0176  USGS QUAD   -  BICKNELL (2017)
 JN0176
 JN0176                         *CURRENT SURVEY CONTROL
 JN0176  ______________________________________________________________________
 JN0176* NAD 83(1986) POSITION- 38 20 26.54   (N) 111 32 32.09   (W)   HD_HELD1
 JN0176* NAVD 88 ORTHO HEIGHT -  2173.959 (meters)     7132.40  (feet) ADJUSTED
 JN0176  ______________________________________________________________________
 JN0176  GEOID HEIGHT    -        -17.785 (meters)                     GEOID18
 JN0176  DYNAMIC HEIGHT  -       2171.411 (meters)     7124.04  (feet) COMP
 JN0176  MODELED GRAVITY -    979,378.7   (mgal)                       NAVD 88
 JN0176
 JN0176  VERT ORDER      -  FIRST     CLASS II
 JN0176
 JN0176.The horizontal coordinates were determined by differentially corrected
 JN0176.hand held GPS observations or other comparable positioning techniques
 JN0176.and have an estimated accuracy of +/- 3 meters.
 JN0176
 JN0176.The orthometric height was determined by differential leveling and
 JN0176.adjusted by the NATIONAL GEODETIC SURVEY
 JN0176.in June 1991.
 JN0176
 JN0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0176.GEOID18 height accuracy estimate available here.
 JN0176
 JN0176.Click photographs - Photos may exist for this station.
 JN0176
 JN0176.The dynamic height is computed by dividing the NAVD 88
 JN0176.geopotential number by the normal gravity value computed on the
 JN0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0176.degrees latitude (g = 980.6199 gals.).
 JN0176
 JN0176.The modeled gravity was interpolated from observed gravity values.
 JN0176
 JN0176;                    North         East    Units  Estimated Accuracy
 JN0176;SPC UT S     - 3,185,797.3     496,306.6     MT  (+/- 3 meters HH1 GPS) 
 JN0176
 JN0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH5261343757(NAD 83)
 JN0176
 JN0176                          SUPERSEDED SURVEY CONTROL
 JN0176
 JN0176  NGVD 29 (??/??/92) 2172.657  (m)         7128.13   (f) ADJ UNCH    1 2
 JN0176
 JN0176.Superseded values are not recommended for survey control.
 JN0176
 JN0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0176.See file dsdata.pdf to determine how the superseded data were derived.
 JN0176
 JN0176_MARKER: DB = BENCH MARK DISK
 JN0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0176_STAMPING: Q 29 1934
 JN0176_MARK LOGO: CGS
 JN0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0176+STABILITY: SURFACE MOTION
 JN0176
 JN0176  HISTORY     - Date     Condition        Report By
 JN0176  HISTORY     - 1934     MONUMENTED       CGS
 JN0176
 JN0176                          STATION DESCRIPTION
 JN0176
 JN0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0176'IN BICKNELL.
 JN0176'AT BICKNELL, WAYNE COUNTY, ON THE MAIN STREET, 545 FEET EAST OF THE
 JN0176'PUBLIC SCHOOL, 95 FEET WEST OF A LARGE STONE HOUSE, 48 FEET NORTH OF
 JN0176'THE CENTERLINE OF THE STREET, AND 1 FOOT SOUTH OF A FENCE CORNER.  A
 JN0176'STANDARD DISK, STAMPED Q 29 1934 AND SET IN THE TOP OF A CONCRETE
 JN0176'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0265 ***********************************************************************
 JN0265  DESIGNATION -  Q 30
 JN0265  PID         -  JN0265
 JN0265  STATE/COUNTY-  UT/SEVIER
 JN0265  COUNTRY     -  US
 JN0265  USGS QUAD   -  WATER CREEK CANYON (2017)
 JN0265
 JN0265                         *CURRENT SURVEY CONTROL
 JN0265  ______________________________________________________________________
 JN0265* NAD 83(1986) POSITION- 38 43 27.     (N) 111 54 31.     (W)   SCALED
 JN0265* NAVD 88 ORTHO HEIGHT -  2085.500 (meters)     6842.18  (feet) ADJUSTED
 JN0265  ______________________________________________________________________
 JN0265  GEOID HEIGHT    -        -18.274 (meters)                     GEOID18
 JN0265  DYNAMIC HEIGHT  -       2083.109 (meters)     6834.33  (feet) COMP
 JN0265  MODELED GRAVITY -    979,407.6   (mgal)                       NAVD 88
 JN0265
 JN0265  VERT ORDER      -  FIRST     CLASS II
 JN0265
 JN0265.The horizontal coordinates were scaled from a map and have
 JN0265.an estimated accuracy of +/- 6 seconds.
 JN0265
 JN0265.The orthometric height was determined by differential leveling and
 JN0265.adjusted by the NATIONAL GEODETIC SURVEY
 JN0265.in June 1991.
 JN0265
 JN0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0265.GEOID18 height accuracy estimate available here.
 JN0265
 JN0265.Click photographs - Photos may exist for this station.
 JN0265
 JN0265.The dynamic height is computed by dividing the NAVD 88
 JN0265.geopotential number by the normal gravity value computed on the
 JN0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0265.degrees latitude (g = 980.6199 gals.).
 JN0265
 JN0265.The modeled gravity was interpolated from observed gravity values.
 JN0265
 JN0265;                    North         East    Units  Estimated Accuracy
 JN0265;SPC UT C     - 2,043,470.      464,460.      MT  (+/- 180 meters Scaled)
 JN0265
 JN0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH210865(NAD 83)
 JN0265
 JN0265                          SUPERSEDED SURVEY CONTROL
 JN0265
 JN0265  NGVD 29 (??/??/92) 2084.174  (m)         6837.83   (f) ADJ UNCH    1 2
 JN0265
 JN0265.Superseded values are not recommended for survey control.
 JN0265
 JN0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0265.See file dsdata.pdf to determine how the superseded data were derived.
 JN0265
 JN0265_MARKER: DB = BENCH MARK DISK
 JN0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0265_STAMPING: Q 30 1934
 JN0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0265+STABILITY: SURFACE MOTION
 JN0265
 JN0265  HISTORY     - Date     Condition        Report By
 JN0265  HISTORY     - 1934     MONUMENTED       CGS
 JN0265
 JN0265                          STATION DESCRIPTION
 JN0265
 JN0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0265'10.5 MI E FROM SIGURD.
 JN0265'10.5 MILES EAST ALONG STATE HIGHWAY 24 FROM THE DENVER AND RIO GRANDE
 JN0265'WESTERN RAILROAD STATION AT SIGURD, SEVIER COUNTY, AT THE FOOT OF
 JN0265'LARGE ROCKY HILLS, 90 FEET NORTH OF A DRY CREEK BED ON THE SOUTH SIDE
 JN0265'OF THE HIGHWAY, 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND ON
 JN0265'THE TOP OF A 2-FOOT BENCH.  A STANDARD DISK, STAMPED Q 30 1934 AND SET
 JN0265'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0163 ***********************************************************************
 JO0163  DESIGNATION -  Q 32
 JO0163  PID         -  JO0163
 JO0163  STATE/COUNTY-  UT/BEAVER
 JO0163  COUNTRY     -  US
 JO0163  USGS QUAD   -  MINERSVILLE RESERVOIR (2017)
 JO0163
 JO0163                         *CURRENT SURVEY CONTROL
 JO0163  ______________________________________________________________________
 JO0163* NAD 83(1986) POSITION- 38 13 15.     (N) 112 48 59.     (W)   SCALED
 JO0163* NAVD 88 ORTHO HEIGHT -  1698.438 (meters)     5572.29  (feet) ADJUSTED
 JO0163  ______________________________________________________________________
 JO0163  GEOID HEIGHT    -        -20.607 (meters)                     GEOID18
 JO0163  DYNAMIC HEIGHT  -       1696.569 (meters)     5566.16  (feet) COMP
 JO0163  MODELED GRAVITY -    979,468.5   (mgal)                       NAVD 88
 JO0163
 JO0163  VERT ORDER      -  FIRST     CLASS II
 JO0163
 JO0163.The horizontal coordinates were scaled from a map and have
 JO0163.an estimated accuracy of +/- 6 seconds.
 JO0163
 JO0163.The orthometric height was determined by differential leveling and
 JO0163.adjusted by the NATIONAL GEODETIC SURVEY
 JO0163.in June 1991.
 JO0163
 JO0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0163.GEOID18 height accuracy estimate available here.
 JO0163
 JO0163.Click photographs - Photos may exist for this station.
 JO0163
 JO0163.The dynamic height is computed by dividing the NAVD 88
 JO0163.geopotential number by the normal gravity value computed on the
 JO0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0163.degrees latitude (g = 980.6199 gals.).
 JO0163
 JO0163.The modeled gravity was interpolated from observed gravity values.
 JO0163
 JO0163;                    North         East    Units  Estimated Accuracy
 JO0163;SPC UT S     - 3,173,300.      384,730.      MT  (+/- 180 meters Scaled)
 JO0163
 JO0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH409318(NAD 83)
 JO0163
 JO0163                          SUPERSEDED SURVEY CONTROL
 JO0163
 JO0163  NGVD 29 (??/??/92) 1697.305  (m)         5568.57   (f) ADJ UNCH    1 2
 JO0163
 JO0163.Superseded values are not recommended for survey control.
 JO0163
 JO0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0163.See file dsdata.pdf to determine how the superseded data were derived.
 JO0163
 JO0163_MARKER: DB = BENCH MARK DISK
 JO0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0163_STAMPING: Q 32 1934
 JO0163_MARK LOGO: CGS
 JO0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0163+STABILITY: SURFACE MOTION
 JO0163
 JO0163  HISTORY     - Date     Condition        Report By
 JO0163  HISTORY     - 1934     MONUMENTED       CGS
 JO0163  HISTORY     - 1984     GOOD             USGS
 JO0163  HISTORY     - 1984     MARK NOT FOUND   NGS
 JO0163
 JO0163                          STATION DESCRIPTION
 JO0163
 JO0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0163'11.9 MI W FROM BEAVER.
 JO0163'11.9 MILES WEST ALONG STATE HIGHWAY 21 FROM THE COURTHOUSE AT BEAVER,
 JO0163'BEAVER COUNTY, 109 FEET WEST OF A GALVANIZED-IRON PIPE CULVERT, 125
 JO0163'FEET NORTH OF A RESERVOIR-BOUNDARY STAKE, AND 42 FEET SOUTH OF THE
 JO0163'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED Q 32 1934 AND SET
 JO0163'IN THE TOP OF A CONCRETE POST.
 JO0163
 JO0163                          STATION RECOVERY (1984)
 JO0163
 JO0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JO0163'BEAVER UTAH, 10.7 MILES SOUTHEWEST OF, 10.7 MILES SOUTHWEST ALONG
 JO0163'STATE HIGHWAY 21 FROM THE POST OFFICE AT BEAVER UTAH, 44 FEET
 JO0163'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 21, 57 FEET WEST OF A
 JO0163'TRACK ROAD NORTHWEST, 25 FEET NORTHWEST OF A 6 X 6 SIGN POST, SIGN
 JO0163'READING 55 MILES PER HOUR, SET IN TOP OF A CONCRETE POST PROJECTING
 JO0163'0.6 FEET A STANDARD TABLET STAMPED 'Q 32 1934'.
 JO0163
 JO0163                          STATION RECOVERY (1984)
 JO0163
 JO0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0163'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0303 ***********************************************************************
 JO0303  DESIGNATION -  Q 33
 JO0303  PID         -  JO0303
 JO0303  STATE/COUNTY-  UT/BEAVER
 JO0303  COUNTRY     -  US
 JO0303  USGS QUAD   -  WAH WAH COVE (2017)
 JO0303
 JO0303                         *CURRENT SURVEY CONTROL
 JO0303  ______________________________________________________________________
 JO0303* NAD 83(1986) POSITION- 38 30 06.     (N) 113 29 51.     (W)   SCALED
 JO0303* NAVD 88 ORTHO HEIGHT -  1704.303 (meters)     5591.53  (feet) ADJUSTED
 JO0303  ______________________________________________________________________
 JO0303  GEOID HEIGHT    -        -21.100 (meters)                     GEOID18
 JO0303  DYNAMIC HEIGHT  -       1702.486 (meters)     5585.57  (feet) COMP
 JO0303  MODELED GRAVITY -    979,501.8   (mgal)                       NAVD 88
 JO0303
 JO0303  VERT ORDER      -  FIRST     CLASS II
 JO0303
 JO0303.The horizontal coordinates were scaled from a map and have
 JO0303.an estimated accuracy of +/- 6 seconds.
 JO0303
 JO0303.The orthometric height was determined by differential leveling and
 JO0303.adjusted by the NATIONAL GEODETIC SURVEY
 JO0303.in June 1991.
 JO0303
 JO0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0303.GEOID18 height accuracy estimate available here.
 JO0303
 JO0303.Click photographs - Photos may exist for this station.
 JO0303
 JO0303.The dynamic height is computed by dividing the NAVD 88
 JO0303.geopotential number by the normal gravity value computed on the
 JO0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0303.degrees latitude (g = 980.6199 gals.).
 JO0303
 JO0303.The modeled gravity was interpolated from observed gravity values.
 JO0303
 JO0303;                    North         East    Units  Estimated Accuracy
 JO0303;SPC UT S     - 3,205,530.      325,770.      MT  (+/- 180 meters Scaled)
 JO0303
 JO0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH822644(NAD 83)
 JO0303
 JO0303                          SUPERSEDED SURVEY CONTROL
 JO0303
 JO0303  NGVD 29 (??/??/92) 1703.126  (m)         5587.67   (f) ADJ UNCH    1 2
 JO0303
 JO0303.Superseded values are not recommended for survey control.
 JO0303
 JO0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0303.See file dsdata.pdf to determine how the superseded data were derived.
 JO0303
 JO0303_MARKER: DB = BENCH MARK DISK
 JO0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0303_STAMPING: Q 33 1934
 JO0303_MARK LOGO: CGS
 JO0303_PROJECTION: PROJECTING 5 CENTIMETERS
 JO0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0303+STABILITY: SURFACE MOTION
 JO0303
 JO0303  HISTORY     - Date     Condition        Report By
 JO0303  HISTORY     - 1934     MONUMENTED       CGS
 JO0303  HISTORY     - 1958     GOOD             USGS
 JO0303  HISTORY     - 1984     GOOD             NGS
 JO0303
 JO0303                          STATION DESCRIPTION
 JO0303
 JO0303'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JO0303'48.7 MI SE FROM GARRISON.
 JO0303'TO REACH FROM THE POST OFFICE AT MILFORD DRIVE NORTH AND WEST ALONG
 JO0303'STATE HIGHWAY 21 FOR 29 MILES.  THE MARK IS ON THE OLD HIGHWAY, 450
 JO0303'FEET NORTH OF THE NEW HIGHWAY, 220 FEET EAST OF A CURVE IN THE OLD
 JO0303'HIGHWAY, AND 40 FEET NORTH OF THE CENTERLINE OF THE OLD HIGHWAY.  A
 JO0303'STANDARD DISK, STAMPED Q 33 1934 AND SET IN THE TOP OF A CONCRETE
 JO0303'POST.  NOTE-- ALSO 17.5 MILES SOUTHEAST OF THE BEAVER-MILLARD COUNTY
 JO0303'LINE.
 JO0303
 JO0303                          STATION RECOVERY (1984)
 JO0303
 JO0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0303'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  46.25 KM
 JO0303'(28.9 MI) WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 JO0303'STATE HIGHWAY 257 AT MILFORD, 0.28 KM (0.17 MI) NORTHWEST OF MILEPOST
 JO0303'48, 137.1 METERS (450 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 JO0303'67.0 METERS (220 FT) SOUTHEAST OF THE SOUTHEAST END OF A CURVE IN THE
 JO0303'OLD HIGHWAY AND 12.2 METERS (40 FT) NORTHEAST OF THE CENTER OF THE OLD
 JO0303'HIGHWAY.
 JO0303'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 JO0303'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0020 ***********************************************************************
 MS0020  DESIGNATION -  Q 331
 MS0020  PID         -  MS0020
 MS0020  STATE/COUNTY-  UT/BOX ELDER
 MS0020  COUNTRY     -  US
 MS0020  USGS QUAD   -  CUTLER DAM (2017)
 MS0020
 MS0020                         *CURRENT SURVEY CONTROL
 MS0020  ______________________________________________________________________
 MS0020* NAD 83(1986) POSITION- 41 45 54.     (N) 112 05 59.     (W)   SCALED
 MS0020* NAVD 88 ORTHO HEIGHT -  1341.242 (meters)     4400.39  (feet) ADJUSTED
 MS0020  ______________________________________________________________________
 MS0020  GEOID HEIGHT    -        -15.500 (meters)                     GEOID18
 MS0020  DYNAMIC HEIGHT  -       1340.310 (meters)     4397.33  (feet) COMP
 MS0020  MODELED GRAVITY -    979,881.4   (mgal)                       NAVD 88
 MS0020
 MS0020  VERT ORDER      -  FIRST     CLASS I
 MS0020
 MS0020.The horizontal coordinates were scaled from a map and have
 MS0020.an estimated accuracy of +/- 6 seconds.
 MS0020
 MS0020.The orthometric height was determined by differential leveling and
 MS0020.adjusted by the NATIONAL GEODETIC SURVEY
 MS0020.in June 1991.
 MS0020
 MS0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0020.GEOID18 height accuracy estimate available here.
 MS0020
 MS0020.Click photographs - Photos may exist for this station.
 MS0020
 MS0020.The dynamic height is computed by dividing the NAVD 88
 MS0020.geopotential number by the normal gravity value computed on the
 MS0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0020.degrees latitude (g = 980.6199 gals.).
 MS0020
 MS0020.The modeled gravity was interpolated from observed gravity values.
 MS0020
 MS0020;                    North         East    Units  Estimated Accuracy
 MS0020;SPC UT N     - 1,159,160.      450,130.      MT  (+/- 180 meters Scaled)
 MS0020
 MS0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM085242(NAD 83)
 MS0020
 MS0020                          SUPERSEDED SURVEY CONTROL
 MS0020
 MS0020  NGVD 29 (??/??/92) 1340.230  (m)         4397.07   (f) ADJ UNCH    1 1
 MS0020
 MS0020.Superseded values are not recommended for survey control.
 MS0020
 MS0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0020.See file dsdata.pdf to determine how the superseded data were derived.
 MS0020
 MS0020_MARKER: DB = BENCH MARK DISK
 MS0020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0020_SP_SET: ABUTMENT
 MS0020_STAMPING: Q 331 1937
 MS0020_MARK LOGO: CGS
 MS0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0020
 MS0020  HISTORY     - Date     Condition        Report By
 MS0020  HISTORY     - 1937     MONUMENTED       CGS
 MS0020  HISTORY     - 1967     GOOD             CGS
 MS0020
 MS0020                          STATION DESCRIPTION
 MS0020
 MS0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0020'9.45 MI SW FROM CACHE JUNCTION.
 MS0020'9.45 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MS0020'AT CACHE JUNCTION, 3 POLES SOUTH OF MILEPOLE 39.50, 1 1/2 POLES SOUTH
 MS0020'OF THE CROSSING OF A PRIVATE ROAD, IN THE TOP AND 0.8 FOOT EAST OF THE
 MS0020'WEST END OF THE SOUTH CONCRETE ABUTMENT OF BRIDGE 39.47, 6.2 FEET WEST
 MS0020'OF THE WEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0151 ***********************************************************************
 MS0151  DESIGNATION -  Q 333
 MS0151  PID         -  MS0151
 MS0151  STATE/COUNTY-  UT/WEBER
 MS0151  COUNTRY     -  US
 MS0151  USGS QUAD   -  ROY (2017)
 MS0151
 MS0151                         *CURRENT SURVEY CONTROL
 MS0151  ______________________________________________________________________
 MS0151* NAD 83(1986) POSITION- 41 11 11.     (N) 112 00 53.     (W)   SCALED
 MS0151* NAVD 88 ORTHO HEIGHT -  1358.393 (meters)     4456.66  (feet) ADJUSTED
 MS0151  ______________________________________________________________________
 MS0151  GEOID HEIGHT    -        -16.893 (meters)                     GEOID18
 MS0151  DYNAMIC HEIGHT  -       1357.347 (meters)     4453.23  (feet) COMP
 MS0151  MODELED GRAVITY -    979,807.6   (mgal)                       NAVD 88
 MS0151
 MS0151  VERT ORDER      -  FIRST     CLASS II
 MS0151
 MS0151.This mark is at Ogden-Hinckley Airport (OGD)
 MS0151
 MS0151.The horizontal coordinates were scaled from a map and have
 MS0151.an estimated accuracy of +/- 6 seconds.
 MS0151
 MS0151.The orthometric height was determined by differential leveling and
 MS0151.adjusted by the NATIONAL GEODETIC SURVEY
 MS0151.in June 1991.
 MS0151
 MS0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0151.GEOID18 height accuracy estimate available here.
 MS0151
 MS0151.Click photographs - Photos may exist for this station.
 MS0151
 MS0151.The dynamic height is computed by dividing the NAVD 88
 MS0151.geopotential number by the normal gravity value computed on the
 MS0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0151.degrees latitude (g = 980.6199 gals.).
 MS0151
 MS0151.The modeled gravity was interpolated from observed gravity values.
 MS0151
 MS0151;                    North         East    Units  Estimated Accuracy
 MS0151;SPC UT N     - 1,094,860.      456,820.      MT  (+/- 180 meters Scaled)
 MS0151
 MS0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL149599(NAD 83)
 MS0151
 MS0151                          SUPERSEDED SURVEY CONTROL
 MS0151
 MS0151  NGVD 29 (??/??/92) 1357.457  (m)         4453.59   (f) ADJ UNCH    1 2
 MS0151
 MS0151.Superseded values are not recommended for survey control.
 MS0151
 MS0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0151.See file dsdata.pdf to determine how the superseded data were derived.
 MS0151
 MS0151_MARKER: DB = BENCH MARK DISK
 MS0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0151_STAMPING: Q 333 1945
 MS0151_MARK LOGO: CGS
 MS0151_PROJECTION: FLUSH
 MS0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0151+STABILITY: SURFACE MOTION
 MS0151
 MS0151  HISTORY     - Date     Condition        Report By
 MS0151  HISTORY     - 1945     MONUMENTED       CGS
 MS0151  HISTORY     - 1953     GOOD             CGS
 MS0151  HISTORY     - 1968     GOOD             CGS
 MS0151  HISTORY     - 1978     MARK NOT FOUND   NGS
 MS0151
 MS0151                          STATION DESCRIPTION
 MS0151
 MS0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0151'IN OGDEN MUNICIPAL AIRPORT.
 MS0151'AT OGDEN MUNICIPAL AIRPORT, AT THE SOUTH END OF THE NORTH-SOUTH
 MS0151'RUNWAY, 120.0 FEET NORTHWEST OF THE EAST ONE OF 4 BLUE RUNWAY LIGHTS,
 MS0151'120.0 FEET NORTHEAST OF THE WEST ONE OF 4 BLUE RUNWAY LIGHTS, 98.8
 MS0151'FEET WEST OF THE NORTHWEST CORNER OF A 2-FOOT-SQUARE BLOCK OF CONCRETE
 MS0151'WITH THE LETTERS SPLICE INSCRIBED ON TOP, 8.0 FEET SOUTH OF THE SOUTH
 MS0151'END OF THE CENTER OF THE PAVEMENT, FLUSH WITH THE GROUND, AND SET IN
 MS0151'THE TOP OF A CONCRETE POST.
 MS0151
 MS0151                          STATION RECOVERY (1968)
 MS0151
 MS0151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MS0151'RECOVERED IN GOOD CONDITION.
 MS0151
 MS0151                          STATION RECOVERY (1978)
 MS0151
 MS0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 MS0151'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0457 ***********************************************************************
 MS0457  DESIGNATION -  Q 337
 MS0457  PID         -  MS0457
 MS0457  STATE/COUNTY-  UT/BOX ELDER
 MS0457  COUNTRY     -  US
 MS0457  USGS QUAD   -  KIMBELL CREEK (2017)
 MS0457
 MS0457                         *CURRENT SURVEY CONTROL
 MS0457  ______________________________________________________________________
 MS0457* NAD 83(1986) POSITION- 41 45 12.     (N) 113 51 15.     (W)   SCALED
 MS0457* NAVD 88 ORTHO HEIGHT -  1672.028 (meters)     5485.65  (feet) ADJUSTED
 MS0457  ______________________________________________________________________
 MS0457  GEOID HEIGHT    -        -15.425 (meters)                     GEOID18
 MS0457  DYNAMIC HEIGHT  -       1670.752 (meters)     5481.46  (feet) COMP
 MS0457  MODELED GRAVITY -    979,801.0   (mgal)                       NAVD 88
 MS0457
 MS0457  VERT ORDER      -  SECOND    CLASS 0
 MS0457
 MS0457.The horizontal coordinates were scaled from a map and have
 MS0457.an estimated accuracy of +/- 6 seconds.
 MS0457
 MS0457.The orthometric height was determined by differential leveling and
 MS0457.adjusted by the NATIONAL GEODETIC SURVEY
 MS0457.in June 1991.
 MS0457
 MS0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0457.GEOID18 height accuracy estimate available here.
 MS0457
 MS0457.Click photographs - Photos may exist for this station.
 MS0457
 MS0457.The dynamic height is computed by dividing the NAVD 88
 MS0457.geopotential number by the normal gravity value computed on the
 MS0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0457.degrees latitude (g = 980.6199 gals.).
 MS0457
 MS0457.The modeled gravity was interpolated from observed gravity values.
 MS0457
 MS0457;                    North         East    Units  Estimated Accuracy
 MS0457;SPC UT N     - 1,160,350.      304,230.      MT  (+/- 180 meters Scaled)
 MS0457
 MS0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM627263(NAD 83)
 MS0457
 MS0457                          SUPERSEDED SURVEY CONTROL
 MS0457
 MS0457  NGVD 29 (??/??/92) 1670.862  (m)         5481.82   (f) ADJ UNCH    2 0
 MS0457
 MS0457.Superseded values are not recommended for survey control.
 MS0457
 MS0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0457.See file dsdata.pdf to determine how the superseded data were derived.
 MS0457
 MS0457_MARKER: DB = BENCH MARK DISK
 MS0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0457_STAMPING: Q 337 1951
 MS0457_MARK LOGO: CGS
 MS0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0457+STABILITY: SURFACE MOTION
 MS0457
 MS0457  HISTORY     - Date     Condition        Report By
 MS0457  HISTORY     - 1951     MONUMENTED       CGS
 MS0457
 MS0457                          STATION DESCRIPTION
 MS0457
 MS0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MS0457'3.6 MI N FROM GROUSE CREEK.
 MS0457'3.4 MILES NORTH, THENCE 0.2 MILE NORTH ALONG A GRAVEL ROAD, ABOUT 77
 MS0457'YARDS NORTH OF A RANCH HOUSE, 69 FEET NORTHEAST OF THE CENTER LINE OF
 MS0457'A DRIVEWAY LEADING SOUTHEAST THRU A FENCE, 43 1/2 FEET SOUTHEAST OF
 MS0457'THE CENTER LINE OF THE ROAD, 14.3 FEET SOUTHWEST OF THE WEST CORNER OF
 MS0457'A CORRAL, 1.7 FEET NORTHWEST OF THE FENCE, 1.7 FEET NORTH OF A WITNESS
 MS0457'POST, AND AABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF
 MS0457'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JP0001 ***********************************************************************
 JP0001  DESIGNATION -  Q 34
 JP0001  PID         -  JP0001
 JP0001  STATE/COUNTY-  UT/MILLARD
 JP0001  COUNTRY     -  US
 JP0001  USGS QUAD   -  GARRISON (2017)
 JP0001
 JP0001                         *CURRENT SURVEY CONTROL
 JP0001  ______________________________________________________________________
 JP0001* NAD 83(1986) POSITION- 38 53 49.     (N) 114 00 59.     (W)   SCALED
 JP0001* NAVD 88 ORTHO HEIGHT -  1641.044 (meters)     5383.99  (feet) ADJUSTED
 JP0001  ______________________________________________________________________
 JP0001  GEOID HEIGHT    -        -20.653 (meters)                     GEOID18
 JP0001  DYNAMIC HEIGHT  -       1639.375 (meters)     5378.52  (feet) COMP
 JP0001  MODELED GRAVITY -    979,552.9   (mgal)                       NAVD 88
 JP0001
 JP0001  VERT ORDER      -  FIRST     CLASS II
 JP0001
 JP0001.The horizontal coordinates were scaled from a map and have
 JP0001.an estimated accuracy of +/- 6 seconds.
 JP0001
 JP0001.The orthometric height was determined by differential leveling and
 JP0001.adjusted by the NATIONAL GEODETIC SURVEY
 JP0001.in June 1991.
 JP0001
 JP0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 JP0001.GEOID18 height accuracy estimate available here.
 JP0001
 JP0001.Click photographs - Photos may exist for this station.
 JP0001
 JP0001.The dynamic height is computed by dividing the NAVD 88
 JP0001.geopotential number by the normal gravity value computed on the
 JP0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0001.degrees latitude (g = 980.6199 gals.).
 JP0001
 JP0001.The modeled gravity was interpolated from observed gravity values.
 JP0001
 JP0001;                    North         East    Units  Estimated Accuracy
 JP0001;SPC UT C     - 2,065,640.      281,720.      MT  (+/- 180 meters Scaled)
 JP0001
 JP0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD587095(NAD 83)
 JP0001
 JP0001                          SUPERSEDED SURVEY CONTROL
 JP0001
 JP0001.No superseded survey control is available for this station.
 JP0001
 JP0001_MARKER: DB = BENCH MARK DISK
 JP0001_SETTING: 66 = SET IN ROCK OUTCROP
 JP0001_STAMPING: Q 34 1934
 JP0001_MARK LOGO: CGS
 JP0001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0001+STABILITY: POSITION/ELEVATION WELL
 JP0001
 JP0001  HISTORY     - Date     Condition        Report By
 JP0001  HISTORY     - 1934     MONUMENTED       CGS
 JP0001  HISTORY     - 1984     GOOD             NGS
 JP0001
 JP0001                          STATION DESCRIPTION
 JP0001
 JP0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0001'2.8 MI SE FROM GARRISON.
 JP0001'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 JP0001'GARRISON, MILLARD COUNTY, 45 FEET EAST OF THE EAST END OF THE DIKE OF
 JP0001'THE TOWN RESERVOIR, 21 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN
 JP0001'THE TOP OF A LARGE ROCK OUTCROP, AND ABOUT 3 FEET HIGHER THAN THE
 JP0001'HIGHWAY.  A STANDARD DISK, STAMPED Q 34 1934.
 JP0001
 JP0001                          STATION RECOVERY (1984)
 JP0001
 JP0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JP0001'RECOVERD IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.35 KM
 JP0001'(2.7 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE
 JP0001'AT GARRISON, THENCE 0.35 KM (0.2 MI) SOUTHWEST ALONG PRUESS DAM ROAD,
 JP0001'IN TOP OF AND 1.2 METERS (4 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 JP0001'MASSIVE LIMESTONE OUTCROP AT THE EAST END OF THE DAM, 6.4 METERS
 JP0001'(21 FT) SOUTH OF THE CENTER OF THE ROAD AND 13.7 METERS (45 FT) EAST
 JP0001'OF THE EAST END OF THE DAM.
 JP0001'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 JP0001'THE MARK IS 1.2 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0294 ***********************************************************************
 HO0294  DESIGNATION -  Q 359
 HO0294  PID         -  HO0294
 HO0294  STATE/COUNTY-  UT/WASHINGTON
 HO0294  COUNTRY     -  US
 HO0294  USGS QUAD   -  SAINT GEORGE (2017)
 HO0294
 HO0294                         *CURRENT SURVEY CONTROL
 HO0294  ______________________________________________________________________
 HO0294* NAD 83(1986) POSITION- 37 03 07.     (N) 113 33 43.     (W)   SCALED
 HO0294* NAVD 88 ORTHO HEIGHT -   817.322 (meters)     2681.50  (feet) POSTED
 HO0294  ______________________________________________________________________
 HO0294  GEOID HEIGHT    -        -24.602 (meters)                     GEOID18
 HO0294  DYNAMIC HEIGHT  -        816.49  (meters)     2678.8   (feet) COMP
 HO0294  MODELED GRAVITY -    979,591.5   (mgal)                       NAVD 88
 HO0294
 HO0294  VERT ORDER      -  * POSTED, SEE BELOW
 HO0294
 HO0294.The horizontal coordinates were scaled from a map and have
 HO0294.an estimated accuracy of +/- 6 seconds.
 HO0294
 HO0294.The orthometric height was determined by differential leveling
 HO0294.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0294
 HO0294.* This is a POSTED BENCH MARK height.
 HO0294
 HO0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0294.GEOID18 height accuracy estimate available here.
 HO0294
 HO0294.Click photographs - Photos may exist for this station.
 HO0294
 HO0294.The dynamic height is computed by dividing the NAVD 88
 HO0294.geopotential number by the normal gravity value computed on the
 HO0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0294.degrees latitude (g = 980.6199 gals.).
 HO0294
 HO0294.The modeled gravity was interpolated from observed gravity values.
 HO0294
 HO0294;                    North         East    Units  Estimated Accuracy
 HO0294;SPC UT S     - 3,044,780.      316,600.      MT  (+/- 180 meters Scaled)
 HO0294
 HO0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG721037(NAD 83)
 HO0294
 HO0294                          SUPERSEDED SURVEY CONTROL
 HO0294
 HO0294  NGVD 29 (??/??/92)  816.489  (m)         2678.76   (f) ADJ UNCH    2 0
 HO0294
 HO0294.Superseded values are not recommended for survey control.
 HO0294
 HO0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0294.See file dsdata.pdf to determine how the superseded data were derived.
 HO0294
 HO0294_MARKER: DB = BENCH MARK DISK
 HO0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0294_STAMPING: Q 359 1960
 HO0294_MARK LOGO: CGS
 HO0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0294+STABILITY: SURFACE MOTION
 HO0294
 HO0294  HISTORY     - Date     Condition        Report By
 HO0294  HISTORY     - 1960     MONUMENTED       CGS
 HO0294
 HO0294                          STATION DESCRIPTION
 HO0294
 HO0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HO0294'6.1 MI S FROM ST GEORGE.
 HO0294'0.8 MILES EAST OF THE POST OFFICE AT ST. GEORGE ON TABERNACLE STREET,
 HO0294'THENCE 3.5 MILES SOUTHEAST ON BLACKTOP ROAD TO A Y-FORK, THENCE 1.5
 HO0294'MILES SOUTH AND WEST ON GRAVEL ROAD AND BLACKTOP ROAD TO A Y-FORK.
 HO0294'THENCE 0.3 MILES WEST ON GRAVEL ROAD TO THE TOP OF A SMALL HILL AND
 HO0294'THE MARK, 55 FEET SOUTH OF THE CENTER OF THE ROAD, SET IN THE TOP OF A
 HO0294'12-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0319 ***********************************************************************
 JN0319  DESIGNATION -  Q 36
 JN0319  PID         -  JN0319
 JN0319  STATE/COUNTY-  UT/SEVIER
 JN0319  COUNTRY     -  US
 JN0319  USGS QUAD   -  GEYSER PEAK (2017)
 JN0319
 JN0319                         *CURRENT SURVEY CONTROL
 JN0319  ______________________________________________________________________
 JN0319* NAD 83(1986) POSITION- 38 34 59.     (N) 111 28 39.     (W)   SCALED
 JN0319* NAVD 88 ORTHO HEIGHT -  2732.784 (meters)     8965.81  (feet) ADJUSTED
 JN0319  ______________________________________________________________________
 JN0319  GEOID HEIGHT    -        -17.550 (meters)                     GEOID18
 JN0319  DYNAMIC HEIGHT  -       2729.376 (meters)     8954.63  (feet) COMP
 JN0319  MODELED GRAVITY -    979,281.1   (mgal)                       NAVD 88
 JN0319
 JN0319  VERT ORDER      -  SECOND    CLASS 0
 JN0319
 JN0319.The horizontal coordinates were scaled from a map and have
 JN0319.an estimated accuracy of +/- 6 seconds.
 JN0319
 JN0319.The orthometric height was determined by differential leveling and
 JN0319.adjusted by the NATIONAL GEODETIC SURVEY
 JN0319.in June 1991.
 JN0319
 JN0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0319.GEOID18 height accuracy estimate available here.
 JN0319
 JN0319.Click photographs - Photos may exist for this station.
 JN0319
 JN0319.The dynamic height is computed by dividing the NAVD 88
 JN0319.geopotential number by the normal gravity value computed on the
 JN0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0319.degrees latitude (g = 980.6199 gals.).
 JN0319
 JN0319.The modeled gravity was interpolated from observed gravity values.
 JN0319
 JN0319;                    North         East    Units  Estimated Accuracy
 JN0319;SPC UT C     - 2,027,730.      501,960.      MT  (+/- 180 meters Scaled)
 JN0319
 JN0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH584706(NAD 83)
 JN0319
 JN0319                          SUPERSEDED SURVEY CONTROL
 JN0319
 JN0319  NGVD 29 (??/??/92) 2731.277  (m)         8960.86   (f) ADJ UNCH    2 0
 JN0319
 JN0319.Superseded values are not recommended for survey control.
 JN0319
 JN0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0319.See file dsdata.pdf to determine how the superseded data were derived.
 JN0319
 JN0319_MARKER: DB = BENCH MARK DISK
 JN0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0319_STAMPING: Q 36 1934
 JN0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0319+STABILITY: SURFACE MOTION
 JN0319
 JN0319  HISTORY     - Date     Condition        Report By
 JN0319  HISTORY     - 1934     MONUMENTED       CGS
 JN0319
 JN0319                          STATION DESCRIPTION
 JN0319
 JN0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0319'18.7 MI N FROM LOA.
 JN0319'IN SEVIER COUNTY, ABOUT 18.7 MILES NORTH ALONG STATE HIGHWAY 72 FROM
 JN0319'THE LOA MERCANTILE CO. AT LOA, WAYNE COUNTY, ON THE SUMMIT OF
 JN0319'MOUNTAINS BETWEEN EMERY AND LOA, ABOUT 450 FEET NORTH OF A SMALL GROVE
 JN0319'OF ASPEN TREES, AND 39 FEET EAST OF THE CENTER LINE OF THE HIGHWAY. A
 JN0319'STANDARD DISK, STAMPED Q 36 1934 AND SET IN THE TOP OF A CONCRETE
 JN0319'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0348 ***********************************************************************
 HO0348  DESIGNATION -  Q 364
 HO0348  PID         -  HO0348
 HO0348  STATE/COUNTY-  UT/WASHINGTON
 HO0348  COUNTRY     -  US
 HO0348  USGS QUAD   -  HARRISBURG JUNCTION (2017)
 HO0348
 HO0348                         *CURRENT SURVEY CONTROL
 HO0348  ______________________________________________________________________
 HO0348* NAD 83(1986) POSITION- 37 09 58.     (N) 113 25 08.     (W)   SCALED
 HO0348* NAVD 88 ORTHO HEIGHT -   912.494 (meters)     2993.74  (feet) ADJUSTED
 HO0348  ______________________________________________________________________
 HO0348  GEOID HEIGHT    -        -24.064 (meters)                     GEOID18
 HO0348  DYNAMIC HEIGHT  -        911.561 (meters)     2990.68  (feet) COMP
 HO0348  MODELED GRAVITY -    979,578.4   (mgal)                       NAVD 88
 HO0348
 HO0348  VERT ORDER      -  FIRST     CLASS II
 HO0348
 HO0348.The horizontal coordinates were scaled from a map and have
 HO0348.an estimated accuracy of +/- 6 seconds.
 HO0348
 HO0348.The orthometric height was determined by differential leveling and
 HO0348.adjusted by the NATIONAL GEODETIC SURVEY
 HO0348.in June 1991.
 HO0348
 HO0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0348.GEOID18 height accuracy estimate available here.
 HO0348
 HO0348.Click photographs - Photos may exist for this station.
 HO0348
 HO0348.The dynamic height is computed by dividing the NAVD 88
 HO0348.geopotential number by the normal gravity value computed on the
 HO0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0348.degrees latitude (g = 980.6199 gals.).
 HO0348
 HO0348.The modeled gravity was interpolated from observed gravity values.
 HO0348
 HO0348;                    North         East    Units  Estimated Accuracy
 HO0348;SPC UT S     - 3,057,180.      329,580.      MT  (+/- 180 meters Scaled)
 HO0348
 HO0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG852160(NAD 83)
 HO0348
 HO0348                          SUPERSEDED SURVEY CONTROL
 HO0348
 HO0348.No superseded survey control is available for this station.
 HO0348
 HO0348_MARKER: DB = BENCH MARK DISK
 HO0348_SETTING: 66 = SET IN ROCK OUTCROP
 HO0348_STAMPING: Q 364 1982
 HO0348_MARK LOGO: NGS
 HO0348_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0348+STABILITY: POSITION/ELEVATION WELL
 HO0348
 HO0348  HISTORY     - Date     Condition        Report By
 HO0348  HISTORY     - 1982     MONUMENTED       NGS
 HO0348
 HO0348                          STATION DESCRIPTION
 HO0348
 HO0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0348'12.4 KM (7.7 MI) WEST FROM HURRICANE.
 HO0348'12.35 KM (7.7 MI) WEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 HO0348'STATE HIGHWAY 59 IN HURRICANE, IN TOP OF THE WEST EDGE OF A 6 BY 10
 HO0348'FOOT PIECE OF SLOPEING SANDSTONE BEDROCK ON THE EAST SLOPE OF A NARROW
 HO0348'SANDSTONE BEDROCK RAVINE AT THE CENTER OF A STRAIGHT OF WAY, 2.45 KM
 HO0348'(1.5 MI) WEST OF THE NORTHWEST END OF THE BRIDGE OVER THE VIRGIN
 HO0348'RIVER, 21.0 METERS (69 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 61.0
 HO0348'METERS (200 FT) NORTHWEST ACROSS THE HIGHWAY FROM MILEPOST 2, 27.0
 HO0348'METERS (88.5 FT) NORTHEAST ACROSS THE HIGHWAY FROM THE NORTHWEST END
 HO0348'OF A SHORT STEEL GUARD RAIL, 0.6 METER (2 FT) NORTH OF THE SOUTH EDGE
 HO0348'OF THE BEDROCK.
 HO0348'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 HO0348'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0373 ***********************************************************************
 HO0373  DESIGNATION -  Q 365
 HO0373  PID         -  HO0373
 HO0373  STATE/COUNTY-  UT/WASHINGTON
 HO0373  COUNTRY     -  US
 HO0373  USGS QUAD   -  SHIVWITS (2017)
 HO0373
 HO0373                         *CURRENT SURVEY CONTROL
 HO0373  ______________________________________________________________________
 HO0373* NAD 83(1986) POSITION- 37 08 36.0    (N) 113 48 59.6    (W)   HD_HELD2
 HO0373* NAVD 88 ORTHO HEIGHT -  1264.388 (meters)     4148.25  (feet) ADJUSTED
 HO0373  ______________________________________________________________________
 HO0373  GEOID HEIGHT    -        -24.493 (meters)                     GEOID18
 HO0373  DYNAMIC HEIGHT  -       1263.029 (meters)     4143.79  (feet) COMP
 HO0373  MODELED GRAVITY -    979,512.3   (mgal)                       NAVD 88
 HO0373
 HO0373  VERT ORDER      -  FIRST     CLASS II
 HO0373
 HO0373.The horizontal coordinates were established by autonomous hand held GPS
 HO0373.observations and have an estimated accuracy of +/- 10 meters.
 HO0373
 HO0373.The orthometric height was determined by differential leveling and
 HO0373.adjusted by the NATIONAL GEODETIC SURVEY
 HO0373.in June 1991.
 HO0373
 HO0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0373.GEOID18 height accuracy estimate available here.
 HO0373
 HO0373.Click photographs - Photos may exist for this station.
 HO0373
 HO0373.The dynamic height is computed by dividing the NAVD 88
 HO0373.geopotential number by the normal gravity value computed on the
 HO0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0373.degrees latitude (g = 980.6199 gals.).
 HO0373
 HO0373.The modeled gravity was interpolated from observed gravity values.
 HO0373
 HO0373;                    North         East    Units  Estimated Accuracy
 HO0373;SPC UT S     - 3,055,451.      294,206.      MT  (+/- 10 meters HH2 GPS)
 HO0373
 HO0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG4983714487(NAD 83)
 HO0373
 HO0373                          SUPERSEDED SURVEY CONTROL
 HO0373
 HO0373.No superseded survey control is available for this station.
 HO0373
 HO0373_MARKER: DV = VERTICAL CONTROL DISK
 HO0373_SETTING: 66 = SET IN ROCK OUTCROP
 HO0373_STAMPING: Q 365 1982
 HO0373_MARK LOGO: NGS
 HO0373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0373+STABILITY: POSITION/ELEVATION WELL
 HO0373
 HO0373  HISTORY     - Date     Condition        Report By
 HO0373  HISTORY     - 1982     MONUMENTED       NGS
 HO0373
 HO0373                          STATION DESCRIPTION
 HO0373
 HO0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0373'19.3 KM (12.1 MI) WEST FROM SANTA CLARA.
 HO0373'19.35 KM (12.1 MI) WEST ALONG OLD US HIGHWAY 91 FROM THE CHURCH OF
 HO0373'LATTER DAY SAINTS IN SANTA CLARA, IN TOP OF THE NORTHWEST EDGE OF A 8
 HO0373'BY 10 FOOT SANDSTONE OUTCROP ON THE SOUTHWEST SLOPE OF A HILL AT THE
 HO0373'SOUTHWEST END OF A BEDROCK CUT, 4.9 KM (3.05 MI) NORTH OF THE UTAH
 HO0373'HILL SUMMIT, 0.45 KM (0.3 MI) NORTHEAST OF MILEPOST 12, 10.6 METERS
 HO0373'(35 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 8.8 METERS (29 FT)
 HO0373'NORTHEAST OF AND 2.7 METERS (9 FT) ABOVE THE NORTHEAST END ON THE
 HO0373'NORTHWEST HEADWALL FOR A BOX CULVERT FOR A DRY WASH LEADING SOUTH, 6.8
 HO0373'METERS (22.5 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE, 5.2 METERS (17
 HO0373'FT) SOUTH OF THE SOUTHWEST END OF THE CUT.
 HO0373'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 HO0373'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0412 ***********************************************************************
 HO0412  DESIGNATION -  Q 366
 HO0412  PID         -  HO0412
 HO0412  STATE/COUNTY-  UT/WASHINGTON
 HO0412  COUNTRY     -  US
 HO0412  USGS QUAD   -  SPRINGDALE WEST (2017)
 HO0412
 HO0412                         *CURRENT SURVEY CONTROL
 HO0412  ______________________________________________________________________
 HO0412* NAD 83(1986) POSITION- 37 09 47.     (N) 113 03 32.     (W)   SCALED
 HO0412* NAVD 88 ORTHO HEIGHT -  1140.190 (meters)     3740.77  (feet) ADJUSTED
 HO0412  ______________________________________________________________________
 HO0412  GEOID HEIGHT    -        -22.821 (meters)                     GEOID18
 HO0412  DYNAMIC HEIGHT  -       1138.957 (meters)     3736.73  (feet) COMP
 HO0412  MODELED GRAVITY -    979,511.2   (mgal)                       NAVD 88
 HO0412
 HO0412  VERT ORDER      -  FIRST     CLASS II
 HO0412
 HO0412.The horizontal coordinates were scaled from a map and have
 HO0412.an estimated accuracy of +/- 6 seconds.
 HO0412
 HO0412.The orthometric height was determined by differential leveling and
 HO0412.adjusted by the NATIONAL GEODETIC SURVEY
 HO0412.in June 1991.
 HO0412
 HO0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0412.GEOID18 height accuracy estimate available here.
 HO0412
 HO0412.Click photographs - Photos may exist for this station.
 HO0412
 HO0412.The dynamic height is computed by dividing the NAVD 88
 HO0412.geopotential number by the normal gravity value computed on the
 HO0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0412.degrees latitude (g = 980.6199 gals.).
 HO0412
 HO0412.The modeled gravity was interpolated from observed gravity values.
 HO0412
 HO0412;                    North         East    Units  Estimated Accuracy
 HO0412;SPC UT S     - 3,056,250.      361,540.      MT  (+/- 180 meters Scaled)
 HO0412
 HO0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG171149(NAD 83)
 HO0412
 HO0412                          SUPERSEDED SURVEY CONTROL
 HO0412
 HO0412.No superseded survey control is available for this station.
 HO0412
 HO0412_MARKER: DV = VERTICAL CONTROL DISK
 HO0412_SETTING: 80 = SET IN A BOULDER
 HO0412_STAMPING: Q 366 1982
 HO0412_MARK LOGO: NGS
 HO0412_MAGNETIC: N = NO MAGNETIC MATERIAL
 HO0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0412+STABILITY: SURFACE MOTION
 HO0412
 HO0412  HISTORY     - Date     Condition        Report By
 HO0412  HISTORY     - 1982     MONUMENTED       NGS
 HO0412  HISTORY     - 19850103 GOOD             NGS
 HO0412
 HO0412                          STATION DESCRIPTION
 HO0412
 HO0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0412'1.6 KM (1.0 MI) WEST FROM ROCKVILLE.
 HO0412'1.6 KM (1.0 MI) WEST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF LATTER
 HO0412'DAY SAINTS IN ROCKVILLE, VERTICALLY IN THE NORTHWEST FACE OF AN 18- BY
 HO0412'20-FOOT SANDSTONE BOULDER PROJECTING 12 FEET ABOVE THE SURFACE OF THE
 HO0412'GROUND, 0.73 KM (0.45 MI) NORTHWEST OF MILEPOST 27, 0.55 KM (0.35 MI)
 HO0412'SOUTHEAST OF THE CROSSING OF HUBER WASH, 9.0 METERS (29.5 FT)
 HO0412'SOUTHWEST OF THE HIGHWAY CENTERLINE, 2.6 METERS (8.5 FT) NORTHEAST OF
 HO0412'THE RIGHT OF WAY FENCE, 1.2 METERS (4 FT) ABOVE THE GROUND.
 HO0412'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 HO0412
 HO0412                          STATION RECOVERY (1985)
 HO0412
 HO0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HO0412'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0704 ***********************************************************************
 HO0704  DESIGNATION -  Q 366 RESET
 HO0704  PID         -  HO0704
 HO0704  STATE/COUNTY-  UT/WASHINGTON
 HO0704  COUNTRY     -  US
 HO0704  USGS QUAD   -  SPRINGDALE WEST (2017)
 HO0704
 HO0704                         *CURRENT SURVEY CONTROL
 HO0704  ______________________________________________________________________
 HO0704* NAD 83(1986) POSITION- 37 09 47.     (N) 113 03 32.     (W)   SCALED
 HO0704* NAVD 88 ORTHO HEIGHT -  1142.57  (meters)     3748.6   (feet) RESET
 HO0704  ______________________________________________________________________
 HO0704  GEOID HEIGHT    -        -22.821 (meters)                     GEOID18
 HO0704  VERT ORDER      -  THIRD
 HO0704
 HO0704.The horizontal coordinates were scaled from a map and have
 HO0704.an estimated accuracy of +/- 6 seconds.
 HO0704
 HO0704.The orthometric height was computed from unverified reset data.
 HO0704
 HO0704.No vertical observational check was made to the station.
 HO0704
 HO0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0704.GEOID18 height accuracy estimate available here.
 HO0704
 HO0704.Click photographs - Photos may exist for this station.
 HO0704
 HO0704;                    North         East    Units  Estimated Accuracy
 HO0704;SPC UT S     - 3,056,250.      361,540.      MT  (+/- 180 meters Scaled)
 HO0704
 HO0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG171149(NAD 83)
 HO0704
 HO0704                          SUPERSEDED SURVEY CONTROL
 HO0704
 HO0704.No superseded survey control is available for this station.
 HO0704
 HO0704_MARKER: DV = VERTICAL CONTROL DISK
 HO0704_SETTING: 80 = SET IN A BOULDER
 HO0704_STAMPING: Q 366 RESET 1985
 HO0704_MARK LOGO: NGS
 HO0704_MAGNETIC: N = NO MAGNETIC MATERIAL
 HO0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0704+STABILITY: SURFACE MOTION
 HO0704
 HO0704  HISTORY     - Date     Condition        Report By
 HO0704  HISTORY     - 1985     MONUMENTED       NGS
 HO0704
 HO0704                          STATION DESCRIPTION
 HO0704
 HO0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HO0704'0.98 MILE (1.58 KM) WEST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF
 HO0704'LATTER DAY SAINTS IN ROCKVILLE, AT THE NORTHWEST END OF A CURVE, IN
 HO0704'TOP OF A SMALL LEDGE ON THE SOUTH FACE OF A 6 FOOT (1.8 M) BY 20 FOOT
 HO0704'(6.1 M) EMBEDDED BOULDER PROJECTING 6 FEET (1.8 M) ABOVE THE SURFACE
 HO0704'OF THE GROUND, 48.0 M (157.5 FT) NORTHEAST OF THE CENTER OF THE OLD
 HO0704'HIGHWAY, 91.2 FEET (27.8 M) EAST OF POWER POLE NO 35 WITH TWO GUY
 HO0704'WIRES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0436 ***********************************************************************
 HO0436  DESIGNATION -  Q 367
 HO0436  PID         -  HO0436
 HO0436  STATE/COUNTY-  UT/KANE
 HO0436  COUNTRY     -  US
 HO0436  USGS QUAD   -  MOUNT CARMEL (2017)
 HO0436
 HO0436                         *CURRENT SURVEY CONTROL
 HO0436  ______________________________________________________________________
 HO0436* NAD 83(1986) POSITION- 37 13 33.     (N) 112 41 21.     (W)   SCALED
 HO0436* NAVD 88 ORTHO HEIGHT -  1641.417 (meters)     5385.22  (feet) ADJUSTED
 HO0436  ______________________________________________________________________
 HO0436  GEOID HEIGHT    -        -21.842 (meters)                     GEOID18
 HO0436  DYNAMIC HEIGHT  -       1639.494 (meters)     5378.91  (feet) COMP
 HO0436  MODELED GRAVITY -    979,401.5   (mgal)                       NAVD 88
 HO0436
 HO0436  VERT ORDER      -  FIRST     CLASS II
 HO0436
 HO0436.The horizontal coordinates were scaled from a map and have
 HO0436.an estimated accuracy of +/- 6 seconds.
 HO0436
 HO0436.The orthometric height was determined by differential leveling and
 HO0436.adjusted by the NATIONAL GEODETIC SURVEY
 HO0436.in June 1991.
 HO0436
 HO0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0436.GEOID18 height accuracy estimate available here.
 HO0436
 HO0436.Click photographs - Photos may exist for this station.
 HO0436
 HO0436.The dynamic height is computed by dividing the NAVD 88
 HO0436.geopotential number by the normal gravity value computed on the
 HO0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0436.degrees latitude (g = 980.6199 gals.).
 HO0436
 HO0436.The modeled gravity was interpolated from observed gravity values.
 HO0436
 HO0436;                    North         East    Units  Estimated Accuracy
 HO0436;SPC UT S     - 3,062,730.      394,470.      MT  (+/- 180 meters Scaled)
 HO0436
 HO0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG501212(NAD 83)
 HO0436
 HO0436                          SUPERSEDED SURVEY CONTROL
 HO0436
 HO0436.No superseded survey control is available for this station.
 HO0436
 HO0436_MARKER: DV = VERTICAL CONTROL DISK
 HO0436_SETTING: 66 = SET IN ROCK OUTCROP
 HO0436_STAMPING: Q 367 1983
 HO0436_MARK LOGO: NGS
 HO0436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0436+STABILITY: POSITION/ELEVATION WELL
 HO0436
 HO0436  HISTORY     - Date     Condition        Report By
 HO0436  HISTORY     - 1983     MONUMENTED       NGS
 HO0436
 HO0436                          STATION DESCRIPTION
 HO0436
 HO0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0436'39.6 KM (24.8 MI) EAST FROM SPRINGDALE.
 HO0436'39.6 KM (24.85 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF
 HO0436'LATTER DAY SAINTS IN SPRINGDALE, IN TOP OF AND 0.9 METER (3 FT)
 HO0436'NORTHEAST OF THE SOUTHWEST END OF A 3- BY 5-FOOT FLAT TOP LIMESTONE
 HO0436'SHELF AT THE NORTHEAST END OF A CUT, 1.05 KM (0.65 MI) NORTHWEST OF MT
 HO0436'CARMEL JUNCTION, 0.1 KM (0.05 MI) NORTHEAST OF MILEPOST 56,
 HO0436'11.4 METERS (37.5 MI) NORTHWEST OF THE HIGHWAY CENTERLINE, 44.9 METERS
 HO0436'(147.5 FT) NORTHEAST OF THE WEST END OF A 36-INCH CORRUGATED METAL
 HO0436'PIPE CULVERT, 38.4 METERS (126 FT) SOUTHWEST OF THE NORTHEAST END OF
 HO0436'THE CUT.
 HO0436'THE MARK IS 0.45 METERS  SSE FROM A WITNESS POST.
 HO0436'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0387 ***********************************************************************
 JO0387  DESIGNATION -  Q 368
 JO0387  PID         -  JO0387
 JO0387  STATE/COUNTY-  UT/BEAVER
 JO0387  COUNTRY     -  US
 JO0387  USGS QUAD   -  MILFORD (2017)
 JO0387
 JO0387                         *CURRENT SURVEY CONTROL
 JO0387  ______________________________________________________________________
 JO0387* NAD 83(1986) POSITION- 38 22 58.     (N) 113 00 16.     (W)   SCALED
 JO0387* NAVD 88 ORTHO HEIGHT -  1512.093 (meters)     4960.93  (feet) ADJUSTED
 JO0387  ______________________________________________________________________
 JO0387  GEOID HEIGHT    -        -20.951 (meters)                     GEOID18
 JO0387  DYNAMIC HEIGHT  -       1510.501 (meters)     4955.70  (feet) COMP
 JO0387  MODELED GRAVITY -    979,523.5   (mgal)                       NAVD 88
 JO0387
 JO0387  VERT ORDER      -  FIRST     CLASS II
 JO0387
 JO0387.The horizontal coordinates were scaled from a map and have
 JO0387.an estimated accuracy of +/- 6 seconds.
 JO0387
 JO0387.The orthometric height was determined by differential leveling and
 JO0387.adjusted by the NATIONAL GEODETIC SURVEY
 JO0387.in June 1991.
 JO0387
 JO0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0387.GEOID18 height accuracy estimate available here.
 JO0387
 JO0387.Click photographs - Photos may exist for this station.
 JO0387
 JO0387.The dynamic height is computed by dividing the NAVD 88
 JO0387.geopotential number by the normal gravity value computed on the
 JO0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0387.degrees latitude (g = 980.6199 gals.).
 JO0387
 JO0387.The modeled gravity was interpolated from observed gravity values.
 JO0387
 JO0387;                    North         East    Units  Estimated Accuracy
 JO0387;SPC UT S     - 3,191,520.      368,560.      MT  (+/- 180 meters Scaled)
 JO0387
 JO0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH249501(NAD 83)
 JO0387
 JO0387                          SUPERSEDED SURVEY CONTROL
 JO0387
 JO0387.No superseded survey control is available for this station.
 JO0387
 JO0387_MARKER: I = METAL ROD
 JO0387_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0387_STAMPING: Q 368 1984
 JO0387_MARK LOGO: NGS
 JO0387_PROJECTION: FLUSH
 JO0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0387_ROD/PIPE-DEPTH: 12.2 meters
 JO0387
 JO0387  HISTORY     - Date     Condition        Report By
 JO0387  HISTORY     - 1984     MONUMENTED       NGS
 JO0387
 JO0387                          STATION DESCRIPTION
 JO0387
 JO0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0387'1.3 KM (0.8 MI) SE FROM MILFORD.
 JO0387'1.33 KM (0.82 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0387'OFFICE AT MILFORD, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A
 JO0387'PAVED ROAD LEADING EAST, AT A POWER LINE CROSSING, 0.15 KM (0.09 MI)
 JO0387'SOUTHEAST OF MILEPOST 78, 11.6 METERS (38 FT) NORTHEAST OF THE HIGHWAY
 JO0387'CENTERLINE, 31.1 METERS (102 FT) NORTH OF THE CENTER OF THE ROAD,
 JO0387'0.9 METER (3 FT) SOUTH OF A POWER POLE, 0.9 METER (3 FT) SOUTHWEST OF
 JO0387'THE RIGHT OF WAY FENCE.
 JO0387'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 JO0387'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0411 ***********************************************************************
 JO0411  DESIGNATION -  Q 369
 JO0411  PID         -  JO0411
 JO0411  STATE/COUNTY-  UT/IRON
 JO0411  COUNTRY     -  US
 JO0411  USGS QUAD   -  DRY WILLOW PEAK (2017)
 JO0411
 JO0411                         *CURRENT SURVEY CONTROL
 JO0411  ______________________________________________________________________
 JO0411* NAD 83(1986) POSITION- 38 00 02.     (N) 112 59 55.     (W)   SCALED
 JO0411* NAVD 88 ORTHO HEIGHT -  1858.129 (meters)     6096.21  (feet) ADJUSTED
 JO0411  ______________________________________________________________________
 JO0411  GEOID HEIGHT    -        -21.310 (meters)                     GEOID18
 JO0411  DYNAMIC HEIGHT  -       1856.004 (meters)     6089.24  (feet) COMP
 JO0411  MODELED GRAVITY -    979,419.7   (mgal)                       NAVD 88
 JO0411  OBS GRAVITY     -    979,419.8   (mgal)                       GRAV_OBS
 JO0411
 JO0411  VERT ORDER      -  FIRST     CLASS II
 JO0411
 JO0411.The horizontal coordinates were scaled from a map and have
 JO0411.an estimated accuracy of +/- 6 seconds.
 JO0411
 JO0411.The orthometric height was determined by differential leveling and
 JO0411.adjusted by the NATIONAL GEODETIC SURVEY
 JO0411.in June 1991.
 JO0411
 JO0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0411.GEOID18 height accuracy estimate available here.
 JO0411
 JO0411.Click photographs - Photos may exist for this station.
 JO0411
 JO0411.The dynamic height is computed by dividing the NAVD 88
 JO0411.geopotential number by the normal gravity value computed on the
 JO0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0411.degrees latitude (g = 980.6199 gals.).
 JO0411
 JO0411.The modeled gravity was interpolated from observed gravity values.
 JO0411
 JO0411.The observed gravity was obtained from relative gravimeter ties
 JO0411.to the IGSN71 gravity network.
 JO0411
 JO0411;                    North         East    Units  Estimated Accuracy
 JO0411;SPC UT S     - 3,149,100.      368,390.      MT  (+/- 180 meters Scaled)
 JO0411
 JO0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH245077(NAD 83)
 JO0411
 JO0411                          SUPERSEDED SURVEY CONTROL
 JO0411
 JO0411.No superseded survey control is available for this station.
 JO0411
 JO0411_MARKER: I = METAL ROD
 JO0411_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JO0411+WITH SETTING: INFORMATION.
 JO0411_STAMPING: Q 369 1984
 JO0411_MARK LOGO: NGS
 JO0411_PROJECTION: FLUSH
 JO0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0411_ROD/PIPE-DEPTH: 2.1 meters
 JO0411
 JO0411  HISTORY     - Date     Condition        Report By
 JO0411  HISTORY     - 1984     MONUMENTED       NGS
 JO0411
 JO0411                          STATION DESCRIPTION
 JO0411
 JO0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0411'26.6 KM (16.6 MI) SOUTH FROM MINERSVILLE.
 JO0411'26.61 KM (16.59 MI) SOUTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 JO0411'AT MINERSVILLE, AT THE SOUTHWEST END OF A LONG CURVE, 0.74 KM
 JO0411'(0.46 MI) NORTHEAST OF MILEPOST 25, 27.4 METERS (90 FT) NORTHWEST OF
 JO0411'THE HIGHWAY CENTERLINE.
 JO0411'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 JO0411'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0037 ***********************************************************************
 JO0037  DESIGNATION -  Q 37
 JO0037  PID         -  JO0037
 JO0037  STATE/COUNTY-  UT/SEVIER
 JO0037  COUNTRY     -  US
 JO0037  USGS QUAD   -  MARYSVALE CANYON (2017)
 JO0037
 JO0037                         *CURRENT SURVEY CONTROL
 JO0037  ______________________________________________________________________
 JO0037* NAD 83(1986) POSITION- 38 32 44.     (N) 112 16 04.     (W)   SCALED
 JO0037* NAVD 88 ORTHO HEIGHT -  1743.258 (meters)     5719.34  (feet) ADJUSTED
 JO0037  ______________________________________________________________________
 JO0037  GEOID HEIGHT    -        -19.096 (meters)                     GEOID18
 JO0037  DYNAMIC HEIGHT  -       1741.312 (meters)     5712.95  (feet) COMP
 JO0037  MODELED GRAVITY -    979,451.7   (mgal)                       NAVD 88
 JO0037
 JO0037  VERT ORDER      -  SECOND    CLASS 0
 JO0037
 JO0037.The horizontal coordinates were scaled from a map and have
 JO0037.an estimated accuracy of +/- 6 seconds.
 JO0037
 JO0037.The orthometric height was determined by differential leveling and
 JO0037.adjusted by the NATIONAL GEODETIC SURVEY
 JO0037.in June 1991.
 JO0037
 JO0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0037.GEOID18 height accuracy estimate available here.
 JO0037
 JO0037.Click photographs - Photos may exist for this station.
 JO0037
 JO0037.The dynamic height is computed by dividing the NAVD 88
 JO0037.geopotential number by the normal gravity value computed on the
 JO0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0037.degrees latitude (g = 980.6199 gals.).
 JO0037
 JO0037.The modeled gravity was interpolated from observed gravity values.
 JO0037
 JO0037;                    North         East    Units  Estimated Accuracy
 JO0037;SPC UT C     - 2,023,850.      433,060.      MT  (+/- 180 meters Scaled)
 JO0037
 JO0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH895671(NAD 83)
 JO0037
 JO0037                          SUPERSEDED SURVEY CONTROL
 JO0037
 JO0037  NGVD 29 (??/??/92) 1741.998  (m)         5715.21   (f) ADJ UNCH    2 0
 JO0037
 JO0037.Superseded values are not recommended for survey control.
 JO0037
 JO0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0037.See file dsdata.pdf to determine how the superseded data were derived.
 JO0037
 JO0037_MARKER: DB = BENCH MARK DISK
 JO0037_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0037_SP_SET: CULVERT HEADWALL
 JO0037_STAMPING: Q 37 1934
 JO0037_MARK LOGO: CGS
 JO0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0037+STABILITY: SURFACE MOTION
 JO0037
 JO0037  HISTORY     - Date     Condition        Report By
 JO0037  HISTORY     - 1934     MONUMENTED       CGS
 JO0037
 JO0037                          STATION DESCRIPTION
 JO0037
 JO0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0037'3.7 MI S FROM SEVIER.
 JO0037'ABOUT 3.7 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JO0037'FROM THE STATION AT SEVIER, SEVIER COUNTY, AT CULVERT 124 A, IN THE
 JO0037'TOP OF THE WEST CONCRETE HEAD WALL, 27 FEET WEST OF THE CENTER LINE OF
 JO0037'THE TRACK, AND ABOUT 2 FEET LOWER THAN THE RAIL.  A STANDARD DISK,
 JO0037'STAMPED Q 37 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0568 ***********************************************************************
 MR0568  DESIGNATION -  Q 370
 MR0568  PID         -  MR0568
 MR0568  STATE/COUNTY-  UT/MORGAN
 MR0568  COUNTRY     -  US
 MR0568  USGS QUAD   -  DEVILS SLIDE (2017)
 MR0568
 MR0568                         *CURRENT SURVEY CONTROL
 MR0568  ______________________________________________________________________
 MR0568* NAD 83(1986) POSITION- 41 03 23.     (N) 111 31 54.     (W)   SCALED
 MR0568* NAVD 88 ORTHO HEIGHT -  1605.010 (meters)     5265.77  (feet) ADJUSTED
 MR0568  ______________________________________________________________________
 MR0568  GEOID HEIGHT    -        -16.048 (meters)                     GEOID18
 MR0568  DYNAMIC HEIGHT  -       1603.629 (meters)     5261.24  (feet) COMP
 MR0568  MODELED GRAVITY -    979,708.1   (mgal)                       NAVD 88
 MR0568
 MR0568  VERT ORDER      -  FIRST     CLASS II
 MR0568
 MR0568.The horizontal coordinates were scaled from a map and have
 MR0568.an estimated accuracy of +/- 6 seconds.
 MR0568
 MR0568.The orthometric height was determined by differential leveling and
 MR0568.adjusted by the NATIONAL GEODETIC SURVEY
 MR0568.in June 1991.
 MR0568
 MR0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0568.GEOID18 height accuracy estimate available here.
 MR0568
 MR0568.Click photographs - Photos may exist for this station.
 MR0568
 MR0568.The dynamic height is computed by dividing the NAVD 88
 MR0568.geopotential number by the normal gravity value computed on the
 MR0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0568.degrees latitude (g = 980.6199 gals.).
 MR0568
 MR0568.The modeled gravity was interpolated from observed gravity values.
 MR0568
 MR0568;                    North         East    Units  Estimated Accuracy
 MR0568;SPC UT N     - 1,080,300.      497,340.      MT  (+/- 180 meters Scaled)
 MR0568
 MR0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL553451(NAD 83)
 MR0568
 MR0568                          SUPERSEDED SURVEY CONTROL
 MR0568
 MR0568  NGVD 29 (06/08/92) 1603.853  (m)         5261.97   (f) ADJUSTED    1 2
 MR0568
 MR0568.Superseded values are not recommended for survey control.
 MR0568
 MR0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0568.See file dsdata.pdf to determine how the superseded data were derived.
 MR0568
 MR0568_MARKER: I = METAL ROD
 MR0568_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0568_STAMPING: Q 370 1983
 MR0568_MARK LOGO: NGS
 MR0568_PROJECTION: FLUSH
 MR0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0568_ROD/PIPE-DEPTH: 3.7 meters
 MR0568
 MR0568  HISTORY     - Date     Condition        Report By
 MR0568  HISTORY     - 1983     MONUMENTED       NGS
 MR0568
 MR0568                          STATION DESCRIPTION
 MR0568
 MR0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0568'1.1 KM (0.7 MI) SE FROM DEVILS SLIDE.
 MR0568'1.1 KM (0.7 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0568'THE STATION IN DEVILS SLIDE, 0.4 KM (0.25 MI) NORTHWEST OF INTERSTATE
 MR0568'HIGHWAY 84 MILEPOST 112, 0.7 KM (0.45 MI) NORTHWEST OF THE MORGAN AND
 MR0568'SUMMIT COUNTY LINE, 79.2 METERS (259.8 FT) SOUTHWEST OF THE NEAR RAIL,
 MR0568'8.2 METERS (27.9 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHEAST
 MR0568'BOUND LANES OF INTERSTATE HIGHWAY 84, AND 1.7 METERS (5.6 FT)
 MR0568'SOUTHEAST OF THE NORTHWEST END OF A GUARD RAIL.  NOTE=ACCESS TO THE
 MR0568'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MR0568'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0508 ***********************************************************************
 MR0508  DESIGNATION -  Q 371
 MR0508  PID         -  MR0508
 MR0508  STATE/COUNTY-  UT/WEBER
 MR0508  COUNTRY     -  US
 MR0508  USGS QUAD   -  OGDEN (2017)
 MR0508
 MR0508                         *CURRENT SURVEY CONTROL
 MR0508  ______________________________________________________________________
 MR0508* NAD 83(1986) POSITION- 41 08 57.     (N) 111 57 31.     (W)   SCALED
 MR0508* NAVD 88 ORTHO HEIGHT -  1358.644 (meters)     4457.48  (feet) ADJUSTED
 MR0508  ______________________________________________________________________
 MR0508  GEOID HEIGHT    -        -16.674 (meters)                     GEOID18
 MR0508  DYNAMIC HEIGHT  -       1357.582 (meters)     4454.00  (feet) COMP
 MR0508  MODELED GRAVITY -    979,795.9   (mgal)                       NAVD 88
 MR0508
 MR0508  VERT ORDER      -  FIRST     CLASS II
 MR0508
 MR0508.The horizontal coordinates were scaled from a map and have
 MR0508.an estimated accuracy of +/- 6 seconds.
 MR0508
 MR0508.The orthometric height was determined by differential leveling and
 MR0508.adjusted by the NATIONAL GEODETIC SURVEY
 MR0508.in June 1991.
 MR0508
 MR0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0508.GEOID18 height accuracy estimate available here.
 MR0508
 MR0508.Click photographs - Photos may exist for this station.
 MR0508
 MR0508.The dynamic height is computed by dividing the NAVD 88
 MR0508.geopotential number by the normal gravity value computed on the
 MR0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0508.degrees latitude (g = 980.6199 gals.).
 MR0508
 MR0508.The modeled gravity was interpolated from observed gravity values.
 MR0508
 MR0508;                    North         East    Units  Estimated Accuracy
 MR0508;SPC UT N     - 1,090,700.      461,500.      MT  (+/- 180 meters Scaled)
 MR0508
 MR0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL195557(NAD 83)
 MR0508
 MR0508                          SUPERSEDED SURVEY CONTROL
 MR0508
 MR0508  NGVD 29 (06/08/92) 1357.616  (m)         4454.11   (f) ADJUSTED    1 2
 MR0508
 MR0508.Superseded values are not recommended for survey control.
 MR0508
 MR0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0508.See file dsdata.pdf to determine how the superseded data were derived.
 MR0508
 MR0508_MARKER: I = METAL ROD
 MR0508_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0508_STAMPING: Q 371 1983
 MR0508_MARK LOGO: NGS
 MR0508_PROJECTION: FLUSH
 MR0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0508+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005
 MR0508_ROD/PIPE-DEPTH: 12.2 meters
 MR0508
 MR0508  HISTORY     - Date     Condition        Report By
 MR0508  HISTORY     - 1983     MONUMENTED       NGS
 MR0508  HISTORY     - 1983     GOOD             NGS
 MR0508  HISTORY     - 20050708 GOOD             GEOCAC
 MR0508
 MR0508                          STATION DESCRIPTION
 MR0508
 MR0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0508'10.1 KM (6.25 MI) SOUTH FROM OGDEN.
 MR0508'10.1 KM (6.25 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0508'STATION IN OGDEN, 0.6 KM (0.35 MI) WEST OF MILEPOST 986, 14.2 METERS
 MR0508'(46.6 FT) SOUTH OF THE NEAR RAIL, AND 2.0 METERS (6.6 FT) EAST OF A
 MR0508'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 MR0508'CAP.
 MR0508'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MR0508'THE MARK IS 2.0 M BELOW THE TRACKS.
 MR0508
 MR0508                          STATION RECOVERY (1983)
 MR0508
 MR0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0508'RECOVERED IN GOOD CONDITION.
 MR0508
 MR0508                          STATION RECOVERY (2005)
 MR0508
 MR0508'RECOVERY NOTE BY GEOCACHING 2005
 MR0508'GIVEN COORDINATES WERE OFF BY ABOUT 217 FEET. BETTER ONES=
 MR0508'N 41D 08.565'
 MR0508'W 111D 57.518'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0355 ***********************************************************************
 HM0355  DESIGNATION -  Q 372
 HM0355  PID         -  HM0355
 HM0355  STATE/COUNTY-  UT/SAN JUAN
 HM0355  COUNTRY     -  US
 HM0355  USGS QUAD   -  BLUFF (2017)
 HM0355
 HM0355                         *CURRENT SURVEY CONTROL
 HM0355  ______________________________________________________________________
 HM0355* NAD 83(1986) POSITION- 37 17 55.8    (N) 109 32 02.6    (W)   HD_HELD2
 HM0355* NAVD 88 ORTHO HEIGHT -  1395.632 (meters)     4578.84  (feet) ADJUSTED
 HM0355  ______________________________________________________________________
 HM0355  GEOID HEIGHT    -        -20.891 (meters)                     GEOID18
 HM0355  DYNAMIC HEIGHT  -       1394.070 (meters)     4573.71  (feet) COMP
 HM0355  MODELED GRAVITY -    979,463.5   (mgal)                       NAVD 88
 HM0355
 HM0355  VERT ORDER      -  FIRST     CLASS II
 HM0355
 HM0355.The horizontal coordinates were established by autonomous hand held GPS
 HM0355.observations and have an estimated accuracy of +/- 10 meters.
 HM0355
 HM0355.The orthometric height was determined by differential leveling and
 HM0355.adjusted by the NATIONAL GEODETIC SURVEY
 HM0355.in June 1991.
 HM0355
 HM0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0355.GEOID18 height accuracy estimate available here.
 HM0355
 HM0355.Click photographs - Photos may exist for this station.
 HM0355
 HM0355.The dynamic height is computed by dividing the NAVD 88
 HM0355.geopotential number by the normal gravity value computed on the
 HM0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0355.degrees latitude (g = 980.6199 gals.).
 HM0355
 HM0355.The modeled gravity was interpolated from observed gravity values.
 HM0355
 HM0355;                    North         East    Units  Estimated Accuracy
 HM0355;SPC UT S     - 3,071,992.      674,290.      MT  (+/- 10 meters HH2 GPS)
 HM0355
 HM0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG2992529031(NAD 83)
 HM0355
 HM0355                          SUPERSEDED SURVEY CONTROL
 HM0355
 HM0355.No superseded survey control is available for this station.
 HM0355
 HM0355_MARKER: DV = VERTICAL CONTROL DISK
 HM0355_SETTING: 66 = SET IN ROCK OUTCROP
 HM0355_STAMPING: Q 372 1983
 HM0355_MARK LOGO: NGS
 HM0355_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0355+STABILITY: POSITION/ELEVATION WELL
 HM0355
 HM0355  HISTORY     - Date     Condition        Report By
 HM0355  HISTORY     - 1983     MONUMENTED       NGS
 HM0355  HISTORY     - 20220926 GOOD             PROFLN
 HM0355
 HM0355                          STATION DESCRIPTION
 HM0355
 HM0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0355'3.1 KM (1.95 MI) NE FROM BLUFF.
 HM0355'3.1 KM (1.95 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0355'OFFICE IN BLUFF, 0.3 KM (0.2 MI) SOUTH OF A PAVED ROAD LEADING EAST,
 HM0355'0.2 KM (0.1 MI) NORTH OF MILEPOST 27, IN AN EXPOSED AREA OF BEDROCK IN
 HM0355'A HIGHWAY CUT, 47.5 METERS (155.8 FT) NORTHEAST OF THE NORTH END OF A
 HM0355'GUARD RAIL, 15.2 METERS (49.9 FT) EAST OF THE CENTERLINE OF THE
 HM0355'HIGHWAY, AND 8.5 METERS (27.9 FT) NORTH OF THE SOUTH END OF THE CUT.
 HM0355'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 HM0355'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 HM0355
 HM0355                          STATION RECOVERY (2022)
 HM0355
 HM0355'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2022 (JRO)
 HM0355'THERE IS NO DEFINITIVE SOUTH END OF THE CUT TO MEASURE FROM.  THE CUT
 HM0355'JUST SORT OF BLENDS DOWN INTO GROUND LEVEL.  THE MARK IS ABOUT 80 FT
 HM0355'(24.4 M) NORTH OF THE NORTH END OF A GUARD RAIL, 1 FT (0.3 M)
 HM0355'NORTHWEST TOWARD THE HIGHWAY FROM A WITNESS POST AND ABOUT 5 FT (1.5
 HM0355'M) ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0379 ***********************************************************************
 HM0379  DESIGNATION -  Q 373
 HM0379  PID         -  HM0379
 HM0379  STATE/COUNTY-  UT/SAN JUAN
 HM0379  COUNTRY     -  US
 HM0379  USGS QUAD   -  MEXICAN HAT (2017)
 HM0379
 HM0379                         *CURRENT SURVEY CONTROL
 HM0379  ______________________________________________________________________
 HM0379* NAD 83(1986) POSITION- 37 09 23.9    (N) 109 51 27.3    (W)   HD_HELD2
 HM0379* NAVD 88 ORTHO HEIGHT -  1282.003 (meters)     4206.04  (feet) ADJUSTED
 HM0379  ______________________________________________________________________
 HM0379  GEOID HEIGHT    -        -20.982 (meters)                     GEOID18
 HM0379  DYNAMIC HEIGHT  -       1280.590 (meters)     4201.40  (feet) COMP
 HM0379  MODELED GRAVITY -    979,484.6   (mgal)                       NAVD 88
 HM0379
 HM0379  VERT ORDER      -  FIRST     CLASS II
 HM0379
 HM0379.The horizontal coordinates were established by autonomous hand held GPS
 HM0379.observations and have an estimated accuracy of +/- 10 meters.
 HM0379
 HM0379.The orthometric height was determined by differential leveling and
 HM0379.adjusted by the NATIONAL GEODETIC SURVEY
 HM0379.in June 1991.
 HM0379
 HM0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0379.GEOID18 height accuracy estimate available here.
 HM0379
 HM0379.Click photographs - Photos may exist for this station.
 HM0379
 HM0379.The dynamic height is computed by dividing the NAVD 88
 HM0379.geopotential number by the normal gravity value computed on the
 HM0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0379.degrees latitude (g = 980.6199 gals.).
 HM0379
 HM0379.The modeled gravity was interpolated from observed gravity values.
 HM0379
 HM0379;                    North         East    Units  Estimated Accuracy
 HM0379;SPC UT S     - 3,055,660.      645,888.      MT  (+/- 10 meters HH2 GPS)
 HM0379
 HM0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG0144012859(NAD 83)
 HM0379
 HM0379                          SUPERSEDED SURVEY CONTROL
 HM0379
 HM0379.No superseded survey control is available for this station.
 HM0379
 HM0379_MARKER: DV = VERTICAL CONTROL DISK
 HM0379_SETTING: 66 = SET IN ROCK OUTCROP
 HM0379_STAMPING: Q 373 1983
 HM0379_MARK LOGO: NGS
 HM0379_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0379+STABILITY: POSITION/ELEVATION WELL
 HM0379
 HM0379  HISTORY     - Date     Condition        Report By
 HM0379  HISTORY     - 1983     MONUMENTED       NGS
 HM0379
 HM0379                          STATION DESCRIPTION
 HM0379
 HM0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0379'1.2 KM (0.75 MI) NE FROM MEXIACN HAT.
 HM0379'1.2 KM (0.75 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0379'OFFICE IN MEXICAN HAT, 0.2 KM (0.1 MI) NORTHWEST OF MILEPOST 22, IN
 HM0379'THE CENTER OF A 3- BY 12-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK ON
 HM0379'TOP OF A HIGHWAY CUT, 140.2 METERS (460.0 FT) NORTHWEST OF THE
 HM0379'SOUTHEAST END OF THE CUT, 62.8 METERS (206.0 FT) NORTH OF THE
 HM0379'NORTHWEST LEG OF DOUBLE UTILITY POLE NUMBER 465, AND 23.8 METERS
 HM0379'(78.1 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 HM0379'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 HM0379'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0472 ***********************************************************************
 HM0472  DESIGNATION -  Q 374
 HM0472  PID         -  HM0472
 HM0472  STATE/COUNTY-  UT/SAN JUAN
 HM0472  COUNTRY     -  US
 HM0472  USGS QUAD   -  MCCRACKEN SPRING (2017)
 HM0472
 HM0472                         *CURRENT SURVEY CONTROL
 HM0472  ______________________________________________________________________
 HM0472* NAD 83(1986) POSITION- 37 24 42.60   (N) 109 18 08.67   (W)   HD_HELD1
 HM0472* NAVD 88 ORTHO HEIGHT -  1564.411 (meters)     5132.57  (feet) ADJUSTED
 HM0472  ______________________________________________________________________
 HM0472  GEOID HEIGHT    -        -20.592 (meters)                     GEOID18
 HM0472  DYNAMIC HEIGHT  -       1562.634 (meters)     5126.74  (feet) COMP
 HM0472  MODELED GRAVITY -    979,439.6   (mgal)                       NAVD 88
 HM0472
 HM0472  VERT ORDER      -  FIRST     CLASS II
 HM0472
 HM0472.The horizontal coordinates were determined by differentially corrected
 HM0472.hand held GPS observations or other comparable positioning techniques
 HM0472.and have an estimated accuracy of +/- 3 meters.
 HM0472
 HM0472.The orthometric height was determined by differential leveling and
 HM0472.adjusted by the NATIONAL GEODETIC SURVEY
 HM0472.in June 1991.
 HM0472
 HM0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0472.GEOID18 height accuracy estimate available here.
 HM0472
 HM0472.Click photographs - Photos may exist for this station.
 HM0472
 HM0472.The dynamic height is computed by dividing the NAVD 88
 HM0472.geopotential number by the normal gravity value computed on the
 HM0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0472.degrees latitude (g = 980.6199 gals.).
 HM0472
 HM0472.The modeled gravity was interpolated from observed gravity values.
 HM0472
 HM0472;                    North         East    Units  Estimated Accuracy
 HM0472;SPC UT S     - 3,084,986.7     694,528.0     MT  (+/- 3 meters HH1 GPS) 
 HM0472
 HM0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG5023241912(NAD 83)
 HM0472
 HM0472                          SUPERSEDED SURVEY CONTROL
 HM0472
 HM0472.No superseded survey control is available for this station.
 HM0472
 HM0472_MARKER: I = METAL ROD
 HM0472_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HM0472_STAMPING: Q 374 1984
 HM0472_MARK LOGO: NGS
 HM0472_PROJECTION: FLUSH
 HM0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0472_ROD/PIPE-DEPTH: 3.7 meters
 HM0472
 HM0472  HISTORY     - Date     Condition        Report By
 HM0472  HISTORY     - 1984     MONUMENTED       NGS
 HM0472
 HM0472                          STATION DESCRIPTION
 HM0472
 HM0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0472'34.7 KM (21.55 MI) NE FROM BLUFF.
 HM0472'18.2 KM (11.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0472'OFFICE IN BLUFF, THENCE 13.5 KM (8.4 MI) EASTERLY ALONG STATE HIGHWAY
 HM0472'262, THENCE 3.0 KM (1.85 MI) SOUTHEASTERLY ALONG A PAVED ROAD, 0.7 KM
 HM0472'(0.45 MI) SOUTHEAST OF A DIRT ROAD LEADING SOUTH TO TWO HOUSES AND TWO
 HM0472'HOGANS, 14.2 KM (46.6 FT) NORTHEAST OF THE CENTER OF THE ROAD, AND
 HM0472'15.0 METERS (49.2 FT) NORTHWEST OF THE CENTER OF A TRACK ROAD LEADING
 HM0472'NORTH.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HM0472'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 HM0472'THE MARK IS 0.6 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0509 ***********************************************************************
 LN0509  DESIGNATION -  Q 374
 LN0509  PID         -  LN0509
 LN0509  STATE/COUNTY-  UT/UINTAH
 LN0509  COUNTRY     -  US
 LN0509  USGS QUAD   -  VERNAL NE (2017)
 LN0509
 LN0509                         *CURRENT SURVEY CONTROL
 LN0509  ______________________________________________________________________
 LN0509* NAD 83(1986) POSITION- 40 26 54.9    (N) 109 31 07.9    (W)   HD_HELD2
 LN0509* NAVD 88 ORTHO HEIGHT -  1612.548 (meters)     5290.50  (feet) ADJUSTED
 LN0509  ______________________________________________________________________
 LN0509  GEOID HEIGHT    -        -16.829 (meters)                     GEOID18
 LN0509  DYNAMIC HEIGHT  -       1611.063 (meters)     5285.63  (feet) COMP
 LN0509  MODELED GRAVITY -    979,648.4   (mgal)                       NAVD 88
 LN0509
 LN0509  VERT ORDER      -  FIRST     CLASS II
 LN0509
 LN0509.The horizontal coordinates were established by autonomous hand held GPS
 LN0509.observations and have an estimated accuracy of +/- 10 meters.
 LN0509
 LN0509.The orthometric height was determined by differential leveling and
 LN0509.adjusted by the NATIONAL GEODETIC SURVEY
 LN0509.in June 1991.
 LN0509
 LN0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0509.GEOID18 height accuracy estimate available here.
 LN0509
 LN0509.Click photographs - Photos may exist for this station.
 LN0509
 LN0509.The dynamic height is computed by dividing the NAVD 88
 LN0509.geopotential number by the normal gravity value computed on the
 LN0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0509.degrees latitude (g = 980.6199 gals.).
 LN0509
 LN0509.The modeled gravity was interpolated from observed gravity values.
 LN0509
 LN0509;                    North         East    Units  Estimated Accuracy
 LN0509;SPC UT C     - 2,236,699.      668,044.      MT  (+/- 10 meters HH2 GPS)
 LN0509
 LN0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK2560078600(NAD 83)
 LN0509
 LN0509                          SUPERSEDED SURVEY CONTROL
 LN0509
 LN0509.No superseded survey control is available for this station.
 LN0509
 LN0509_MARKER: I = METAL ROD
 LN0509_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0509_STAMPING: Q 374 1984
 LN0509_MARK LOGO: NGS
 LN0509_PROJECTION: FLUSH
 LN0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0509_ROD/PIPE-DEPTH: 3.4 meters
 LN0509
 LN0509  HISTORY     - Date     Condition        Report By
 LN0509  HISTORY     - 1984     MONUMENTED       NGS
 LN0509  HISTORY     - 20091021 GOOD             GEOCAC
 LN0509
 LN0509                          STATION DESCRIPTION
 LN0509
 LN0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0509'IN VERNAL.
 LN0509'IN VERNAL, AT THE INTERSECTION OF 500 SOUTH STREET AND 500 EAST
 LN0509'STREET, 10.8 M (35.4 FT) EAST OF THE CENTER OF 500 EAST STREET, 7.5 M
 LN0509'(24.6 FT) NORTH OF THE CENTER OF 500 SOUTH STREET, 2.6 M (8.5 FT) WEST
 LN0509'OF THE NORTHWEST CORNER OF A 7 BY 9 FT CONCRETE BOX FOR A WATER MAIN,
 LN0509'AND 1.0 M (3.3 FT) EAST OF UTILITY POLE NUMBER 65.  NOTE=ACCESS TO THE
 LN0509'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LN0509'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LN0509'THE MARK IS ABOVE LEVEL WITH THE STREETS.
 LN0509
 LN0509                          STATION RECOVERY (2009)
 LN0509
 LN0509'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LN0509'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0493 ***********************************************************************
 HO0493  DESIGNATION -  Q 375
 HO0493  PID         -  HO0493
 HO0493  STATE/COUNTY-  UT/WASHINGTON
 HO0493  COUNTRY     -  US
 HO0493  USGS QUAD   -  KOLOB ARCH (2017)
 HO0493
 HO0493                         *CURRENT SURVEY CONTROL
 HO0493  ______________________________________________________________________
 HO0493* NAD 83(1986) POSITION- 37 25 42.     (N) 113 14 06.     (W)   SCALED
 HO0493* NAVD 88 ORTHO HEIGHT -  1485.689 (meters)     4874.30  (feet) ADJUSTED
 HO0493  ______________________________________________________________________
 HO0493  GEOID HEIGHT    -        -22.323 (meters)                     GEOID18
 HO0493  DYNAMIC HEIGHT  -       1484.025 (meters)     4868.84  (feet) COMP
 HO0493  MODELED GRAVITY -    979,458.1   (mgal)                       NAVD 88
 HO0493  OBS GRAVITY     -    979,457.0   (mgal)                       GRAV_OBS
 HO0493
 HO0493  VERT ORDER      -  FIRST     CLASS II
 HO0493
 HO0493.The horizontal coordinates were scaled from a map and have
 HO0493.an estimated accuracy of +/- 6 seconds.
 HO0493
 HO0493.The orthometric height was determined by differential leveling and
 HO0493.adjusted by the NATIONAL GEODETIC SURVEY
 HO0493.in June 1991.
 HO0493
 HO0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0493.GEOID18 height accuracy estimate available here.
 HO0493
 HO0493.Click photographs - Photos may exist for this station.
 HO0493
 HO0493.The dynamic height is computed by dividing the NAVD 88
 HO0493.geopotential number by the normal gravity value computed on the
 HO0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0493.degrees latitude (g = 980.6199 gals.).
 HO0493
 HO0493.The modeled gravity was interpolated from observed gravity values.
 HO0493
 HO0493.The observed gravity was obtained from relative gravimeter ties
 HO0493.to the IGSN71 gravity network.
 HO0493
 HO0493;                    North         East    Units  Estimated Accuracy
 HO0493;SPC UT S     - 3,085,960.      346,450.      MT  (+/- 180 meters Scaled)
 HO0493
 HO0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG022447(NAD 83)
 HO0493
 HO0493                          SUPERSEDED SURVEY CONTROL
 HO0493
 HO0493.No superseded survey control is available for this station.
 HO0493
 HO0493_MARKER: I = METAL ROD
 HO0493_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0493_STAMPING: Q 375 1984
 HO0493_MARK LOGO: NGS
 HO0493_PROJECTION: FLUSH
 HO0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0493_ROD/PIPE-DEPTH: 7.9 meters
 HO0493
 HO0493  HISTORY     - Date     Condition        Report By
 HO0493  HISTORY     - 1984     MONUMENTED       NGS
 HO0493
 HO0493                          STATION DESCRIPTION
 HO0493
 HO0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0493'13.2 KM (8.2 MI) SW FROM KANARRAVILLE.
 HO0493'7.24 KM (4.50 MI) SOUTHWEST ALONG US HIGHWAY 91 FROM THE CHURCH OF
 HO0493'LATTER DAY SAINTS AT KANARRAVILLE, THENCE 6.02 KM (3.74 MI) SOUTHWEST
 HO0493'ALONG INTERSTATE 15, AT AN OFFSET IN THE SOUTHEAST RIGHT OF WAY FENCE,
 HO0493'0.67 KM (0.42 MI) NORTH OF MILEPOST 38 AND ON THE OUTSIDE OF THE RIGHT
 HO0493'OF WAY FENCE, 32.6 METERS (107 FT) EAST OF THE NORTH BOUND HIGHWAY
 HO0493'CENTERLINE, 35.9 METERS (118 FT) NORTH OF AN ANGLE IRON BRACE IN THE
 HO0493'FENCE, 31.7 METERS (104 FT) SOUTHEAST OF THE SOUTH END OF THE EAST
 HO0493'CONCRETE HEADWALL FOR A 4-FOOT CORRUGATED METAL PIPE CULVERT,
 HO0493'13.1 METERS (43 FT) SOUTH OF A FENCE CORNER AND 0.7 METER (2 FT) EAST
 HO0493'OF THE FENCE.
 HO0493'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 HO0493'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0467 ***********************************************************************
 HO0467  DESIGNATION -  Q 376
 HO0467  PID         -  HO0467
 HO0467  STATE/COUNTY-  UT/IRON
 HO0467  COUNTRY     -  US
 HO0467  USGS QUAD   -  ENOCH (2017)
 HO0467
 HO0467                         *CURRENT SURVEY CONTROL
 HO0467  ______________________________________________________________________
 HO0467* NAD 83(1986) POSITION- 37 47 54.8    (N) 113 03 03.3    (W)   HD_HELD2
 HO0467* NAVD 88 ORTHO HEIGHT -  1661.548 (meters)     5451.26  (feet) ADJUSTED
 HO0467  ______________________________________________________________________
 HO0467  GEOID HEIGHT    -        -21.626 (meters)                     GEOID18
 HO0467  DYNAMIC HEIGHT  -       1659.658 (meters)     5445.06  (feet) COMP
 HO0467  MODELED GRAVITY -    979,433.9   (mgal)                       NAVD 88
 HO0467
 HO0467  VERT ORDER      -  FIRST     CLASS II
 HO0467
 HO0467.The horizontal coordinates were established by autonomous hand held GPS
 HO0467.observations and have an estimated accuracy of +/- 10 meters.
 HO0467
 HO0467.The orthometric height was determined by differential leveling and
 HO0467.adjusted by the NATIONAL GEODETIC SURVEY
 HO0467.in June 1991.
 HO0467
 HO0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0467.GEOID18 height accuracy estimate available here.
 HO0467
 HO0467.Click photographs - Photos may exist for this station.
 HO0467
 HO0467.The dynamic height is computed by dividing the NAVD 88
 HO0467.geopotential number by the normal gravity value computed on the
 HO0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0467.degrees latitude (g = 980.6199 gals.).
 HO0467
 HO0467.The modeled gravity was interpolated from observed gravity values.
 HO0467
 HO0467;                    North         East    Units  Estimated Accuracy
 HO0467;SPC UT S     - 3,126,754.      363,420.      MT  (+/- 10 meters HH2 GPS)
 HO0467
 HO0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG1943385445(NAD 83)
 HO0467
 HO0467                          SUPERSEDED SURVEY CONTROL
 HO0467
 HO0467.No superseded survey control is available for this station.
 HO0467
 HO0467_MARKER: I = METAL ROD
 HO0467_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0467_STAMPING: Q 376 1984
 HO0467_MARK LOGO: NGS
 HO0467_PROJECTION: FLUSH
 HO0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0467_ROD/PIPE-DEPTH: 9.7 meters
 HO0467
 HO0467  HISTORY     - Date     Condition        Report By
 HO0467  HISTORY     - 1984     MONUMENTED       NGS
 HO0467
 HO0467                          STATION DESCRIPTION
 HO0467
 HO0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0467'13.8 KM (8.6 MI) NORTH FROM CEDAR CITY.
 HO0467'13.77 KM (8.56 MI) NORTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 HO0467'AT CEDAR CITY, AT THE T JUNCTION OF A DIRT ROAD LEADING EAST TO THE
 HO0467'CLARK RANCH, AT A T JUNCTION OF POWER LINES, AT THE NORTHWEST EDGE OF
 HO0467'A SCHOOL BUS TURN-AROUND, 0.34 KM (0.21 MI) SOUTH OF A HIGH TENSION
 HO0467'POWER LINE AND MILEPOST 11, 26.8 METERS (88 FT) WEST OF THE HIGHWAY
 HO0467'CENTERLINE, 9.2 METERS (30 FT) NORTH OF THE EXTENDED CENTER OF THE
 HO0467'DIRT ROAD AND 1.5 METERS (5 FT) SOUTH OF A POWER POLE WITH ONE GUY
 HO0467'WIRE.
 HO0467'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 HO0467'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0625 ***********************************************************************
 MS0625  DESIGNATION -  Q 377 BE CO
 MS0625  PID         -  MS0625
 MS0625  STATE/COUNTY-  UT/BOX ELDER
 MS0625  COUNTRY     -  US
 MS0625  USGS QUAD   -  BLACK BUTTE (2017)
 MS0625
 MS0625                         *CURRENT SURVEY CONTROL
 MS0625  ______________________________________________________________________
 MS0625* NAD 83(1986) POSITION- 41 49 00.     (N) 113 12 19.     (W)   SCALED
 MS0625* NAVD 88 ORTHO HEIGHT -  1546.918 (meters)     5075.18  (feet) ADJUSTED
 MS0625  ______________________________________________________________________
 MS0625  GEOID HEIGHT    -        -15.196 (meters)                     GEOID18
 MS0625  DYNAMIC HEIGHT  -       1545.839 (meters)     5071.64  (feet) COMP
 MS0625  MODELED GRAVITY -    979,870.8   (mgal)                       NAVD 88
 MS0625
 MS0625  VERT ORDER      -  FIRST     CLASS II
 MS0625
 MS0625.The horizontal coordinates were scaled from a map and have
 MS0625.an estimated accuracy of +/- 6 seconds.
 MS0625
 MS0625.The orthometric height was determined by differential leveling and
 MS0625.adjusted by the NATIONAL GEODETIC SURVEY
 MS0625.in June 1991.
 MS0625
 MS0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0625.GEOID18 height accuracy estimate available here.
 MS0625
 MS0625.Click photographs - Photos may exist for this station.
 MS0625
 MS0625.The dynamic height is computed by dividing the NAVD 88
 MS0625.geopotential number by the normal gravity value computed on the
 MS0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0625.degrees latitude (g = 980.6199 gals.).
 MS0625
 MS0625.The modeled gravity was interpolated from observed gravity values.
 MS0625
 MS0625;                    North         East    Units  Estimated Accuracy
 MS0625;SPC UT N     - 1,166,120.      358,320.      MT  (+/- 180 meters Scaled)
 MS0625
 MS0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM168317(NAD 83)
 MS0625
 MS0625                          SUPERSEDED SURVEY CONTROL
 MS0625
 MS0625.No superseded survey control is available for this station.
 MS0625
 MS0625_MARKER: DV = VERTICAL CONTROL DISK
 MS0625_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MS0625+WITH SETTING: PAVEMENT
 MS0625_SP_SET: CONCRETE PAD
 MS0625_STAMPING: Q 377 1984
 MS0625_MARK LOGO: NGS
 MS0625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0625+STABILITY: POSITION/ELEVATION WELL
 MS0625
 MS0625  HISTORY     - Date     Condition        Report By
 MS0625  HISTORY     - 1984     MONUMENTED       NGS
 MS0625
 MS0625                          STATION DESCRIPTION
 MS0625
 MS0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0625'9.4 KM (5.8 MI) EAST FROM PARK VALLEY.
 MS0625'9.36 KM (5.82 MI) EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE IN
 MS0625'PARK VALLEY, IN TOP OF THE NORTHEAST CORNER OF A 5- BY 5-FOOT CONCRETE
 MS0625'PAD FOUNDATION FOR A WELL CASING SET TO A DEPTH OF 300 FEET, 0.30 KM
 MS0625'(0.19 MI) SOUTHWEST OF THE INTERSECTION OF A DIRT ROAD LEADING SOUTH
 MS0625'TO THE MORRIS RANCH, 61.6 METERS (202 FT) SOUTHEAST OF THE HIGHWAY
 MS0625'CENTERLINE, 30.8 METERS (101 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE,
 MS0625'13.4 METERS (44 FT) NORTH OF THE CENTER OF THE TRACK ROAD, 9.7 METERS
 MS0625'(32 FT) EAST OF A POWER POLE WITH THREE TRANSFORMERS, 0.6 METER (2 FT)
 MS0625'NORTHEAST OF THE NORTHEAST SIDE OF THE PUMP MOTOR.
 MS0625'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JP0328 ***********************************************************************
 JP0328  DESIGNATION -  Q 377 M CO
 JP0328  PID         -  JP0328
 JP0328  STATE/COUNTY-  UT/MILLARD
 JP0328  COUNTRY     -  US
 JP0328  USGS QUAD   -  NEEDLE POINT SPRING (2017)
 JP0328
 JP0328                         *CURRENT SURVEY CONTROL
 JP0328  ______________________________________________________________________
 JP0328* NAD 83(1986) POSITION- 38 52 17.     (N) 114 00 04.     (W)   SCALED
 JP0328* NAVD 88 ORTHO HEIGHT -  1642.287 (meters)     5388.07  (feet) ADJUSTED
 JP0328  ______________________________________________________________________
 JP0328  GEOID HEIGHT    -        -20.679 (meters)                     GEOID18
 JP0328  DYNAMIC HEIGHT  -       1640.614 (meters)     5382.58  (feet) COMP
 JP0328  MODELED GRAVITY -    979,551.2   (mgal)                       NAVD 88
 JP0328
 JP0328  VERT ORDER      -  FIRST     CLASS II
 JP0328
 JP0328.The horizontal coordinates were scaled from a map and have
 JP0328.an estimated accuracy of +/- 6 seconds.
 JP0328
 JP0328.The orthometric height was determined by differential leveling and
 JP0328.adjusted by the NATIONAL GEODETIC SURVEY
 JP0328.in June 1991.
 JP0328
 JP0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 JP0328.GEOID18 height accuracy estimate available here.
 JP0328
 JP0328.Click photographs - Photos may exist for this station.
 JP0328
 JP0328.The dynamic height is computed by dividing the NAVD 88
 JP0328.geopotential number by the normal gravity value computed on the
 JP0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0328.degrees latitude (g = 980.6199 gals.).
 JP0328
 JP0328.The modeled gravity was interpolated from observed gravity values.
 JP0328
 JP0328;                    North         East    Units  Estimated Accuracy
 JP0328;SPC UT C     - 2,062,770.      282,970.      MT  (+/- 180 meters Scaled)
 JP0328
 JP0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD601067(NAD 83)
 JP0328
 JP0328                          SUPERSEDED SURVEY CONTROL
 JP0328
 JP0328.No superseded survey control is available for this station.
 JP0328
 JP0328_MARKER: I = METAL ROD
 JP0328_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JP0328_STAMPING: Q 377 1984
 JP0328_MARK LOGO: NGS
 JP0328_PROJECTION: FLUSH
 JP0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0328_ROD/PIPE-DEPTH: 7.3 meters
 JP0328
 JP0328  HISTORY     - Date     Condition        Report By
 JP0328  HISTORY     - 1984     MONUMENTED       NGS
 JP0328
 JP0328                          STATION DESCRIPTION
 JP0328
 JP0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JP0328'7.6 KM (4.8 MI) SE FROM GARRISON.
 JP0328'7.6 KM (4.75 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE
 JP0328'AT GARRISON, 0.35 KM (0.2 MI) SOUTHEAST OF MILEPOST 6, 22.7 METERS
 JP0328'(74.5 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE AND 53.5 METERS
 JP0328'(175.5 FT) SOUTHEAST OF THE SOUTHWEST END OF A 48-INCH CORRUGATED
 JP0328'METAL PIPE CULVERT.
 JP0328'THE MARK IS 1.2 METERS  NE FROM A WITNESS POST.
 JP0328'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0436 ***********************************************************************
 JO0436  DESIGNATION -  Q 378 B CO
 JO0436  PID         -  JO0436
 JO0436  STATE/COUNTY-  UT/BEAVER
 JO0436  COUNTRY     -  US
 JO0436  USGS QUAD   -  WAH WAH SUMMIT (2017)
 JO0436
 JO0436                         *CURRENT SURVEY CONTROL
 JO0436  ______________________________________________________________________
 JO0436* NAD 83(1986) POSITION- 38 30 47.     (N) 113 34 19.     (W)   SCALED
 JO0436* NAVD 88 ORTHO HEIGHT -  1880.415 (meters)     6169.33  (feet) ADJUSTED
 JO0436  ______________________________________________________________________
 JO0436  GEOID HEIGHT    -        -21.052 (meters)                     GEOID18
 JO0436  DYNAMIC HEIGHT  -       1878.324 (meters)     6162.47  (feet) COMP
 JO0436  MODELED GRAVITY -    979,449.5   (mgal)                       NAVD 88
 JO0436
 JO0436  VERT ORDER      -  FIRST     CLASS II
 JO0436
 JO0436.The horizontal coordinates were scaled from a map and have
 JO0436.an estimated accuracy of +/- 6 seconds.
 JO0436
 JO0436.The orthometric height was determined by differential leveling and
 JO0436.adjusted by the NATIONAL GEODETIC SURVEY
 JO0436.in June 1991.
 JO0436
 JO0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0436.GEOID18 height accuracy estimate available here.
 JO0436
 JO0436.Click photographs - Photos may exist for this station.
 JO0436
 JO0436.The dynamic height is computed by dividing the NAVD 88
 JO0436.geopotential number by the normal gravity value computed on the
 JO0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0436.degrees latitude (g = 980.6199 gals.).
 JO0436
 JO0436.The modeled gravity was interpolated from observed gravity values.
 JO0436
 JO0436;                    North         East    Units  Estimated Accuracy
 JO0436;SPC UT S     - 3,206,930.      319,300.      MT  (+/- 180 meters Scaled)
 JO0436
 JO0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH757658(NAD 83)
 JO0436
 JO0436                          SUPERSEDED SURVEY CONTROL
 JO0436
 JO0436.No superseded survey control is available for this station.
 JO0436
 JO0436_MARKER: DB = BENCH MARK DISK
 JO0436_SETTING: 66 = SET IN ROCK OUTCROP
 JO0436_STAMPING: Q 378 1984
 JO0436_MARK LOGO: NGS
 JO0436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0436+STABILITY: POSITION/ELEVATION WELL
 JO0436
 JO0436  HISTORY     - Date     Condition        Report By
 JO0436  HISTORY     - 1984     MONUMENTED       NGS
 JO0436
 JO0436                          STATION DESCRIPTION
 JO0436
 JO0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0436'53.4 KM (33.4 MI) WEST FROM MILFORD.
 JO0436'53.4 KM (33.4 MI) WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 JO0436'STATE HIGHWAY 257 AT MILFORD, IN TOP OF AND 0.9 METER (3 FT) NORTHEAST
 JO0436'OF THE SOUTHWEST END OF A 8 BY 15 FOOT PORTION OF RYOLITE OUTCROP
 JO0436'PROJECTING 1 FOOT ABOVE THE SURFACE OF THE GROUND, ON THE NORTH SLOPE
 JO0436'OF A RIDGE, 0.8 KM (0.5 MI) WEST OF MILEPOST 44, 26.8 METERS (88 FT)
 JO0436'SOUTH OF THE HIGHWAY CENTERLINE, 50.3 METERS (165 FT) EAST OF THE
 JO0436'CENTER OF A DIRT ROAD AND 8.4 METERS (27.5 FT) NORTHWEST OF A
 JO0436'TELEPHONE POLE.
 JO0436'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 JO0436'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0651 ***********************************************************************
 MS0651  DESIGNATION -  Q 378 BE CO
 MS0651  PID         -  MS0651
 MS0651  STATE/COUNTY-  UT/BOX ELDER
 MS0651  COUNTRY     -  US
 MS0651  USGS QUAD   -  WARM SPRING HILLS (2017)
 MS0651
 MS0651                         *CURRENT SURVEY CONTROL
 MS0651  ______________________________________________________________________
 MS0651* NAD 83(1986) POSITION- 41 39 18.     (N) 113 33 01.     (W)   SCALED
 MS0651* NAVD 88 ORTHO HEIGHT -  1540.646 (meters)     5054.60  (feet) ADJUSTED
 MS0651  ______________________________________________________________________
 MS0651  GEOID HEIGHT    -        -15.753 (meters)                     GEOID18
 MS0651  DYNAMIC HEIGHT  -       1539.516 (meters)     5050.90  (feet) COMP
 MS0651  MODELED GRAVITY -    979,835.5   (mgal)                       NAVD 88
 MS0651
 MS0651  VERT ORDER      -  FIRST     CLASS II
 MS0651
 MS0651.The horizontal coordinates were scaled from a map and have
 MS0651.an estimated accuracy of +/- 6 seconds.
 MS0651
 MS0651.The orthometric height was determined by differential leveling and
 MS0651.adjusted by the NATIONAL GEODETIC SURVEY
 MS0651.in June 1991.
 MS0651
 MS0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0651.GEOID18 height accuracy estimate available here.
 MS0651
 MS0651.Click photographs - Photos may exist for this station.
 MS0651
 MS0651.The dynamic height is computed by dividing the NAVD 88
 MS0651.geopotential number by the normal gravity value computed on the
 MS0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0651.degrees latitude (g = 980.6199 gals.).
 MS0651
 MS0651.The modeled gravity was interpolated from observed gravity values.
 MS0651
 MS0651;                    North         East    Units  Estimated Accuracy
 MS0651;SPC UT N     - 1,148,790.      329,240.      MT  (+/- 180 meters Scaled)
 MS0651
 MS0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM876146(NAD 83)
 MS0651
 MS0651                          SUPERSEDED SURVEY CONTROL
 MS0651
 MS0651.No superseded survey control is available for this station.
 MS0651
 MS0651_MARKER: I = METAL ROD
 MS0651_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0651_STAMPING: Q 378 1984
 MS0651_MARK LOGO: NGS
 MS0651_PROJECTION: FLUSH
 MS0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0651_ROD/PIPE-DEPTH: 11.0 meters
 MS0651
 MS0651  HISTORY     - Date     Condition        Report By
 MS0651  HISTORY     - 1984     MONUMENTED       NGS
 MS0651
 MS0651                          STATION DESCRIPTION
 MS0651
 MS0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0651'31.3 KM (19.4 MI) SW FROM PARK VALLEY.
 MS0651'31.28 KM (19.44 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0651'AT PARK VALLEY, AT A FENCE T JUNCTION, 0.41 KM (0.25 MI) SOUTH OF A
 MS0651'GRAVEL PIT, 0.64 KM (0.40 MI) NORTH OF MILEPOST 36, 22.6 METERS
 MS0651'(74 FT) WEST OF THE HIGHWAY CENTERLINE, 95.1 METERS (312 FT) NORTHWEST
 MS0651'OF THE WEST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 5.5 METERS
 MS0651'(18 FT) SOUTH OF THE FENCE T JUNCTION AND 0.8 METER (2.5 FT) EAST OF
 MS0651'THE RIGHT OF WAY FENCE.
 MS0651'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 MS0651'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0478 ***********************************************************************
 LN0478  DESIGNATION -  Q 379
 LN0478  PID         -  LN0478
 LN0478  STATE/COUNTY-  UT/UINTAH
 LN0478  COUNTRY     -  US
 LN0478  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0478
 LN0478                         *CURRENT SURVEY CONTROL
 LN0478  ______________________________________________________________________
 LN0478* NAD 83(1986) POSITION- 40 41 59.     (N) 109 29 31.     (W)   SCALED
 LN0478* NAVD 88 ORTHO HEIGHT -  2522.914 (meters)     8277.26  (feet) ADJUSTED
 LN0478  ______________________________________________________________________
 LN0478  GEOID HEIGHT    -        -14.225 (meters)                     GEOID18
 LN0478  DYNAMIC HEIGHT  -       2520.370 (meters)     8268.91  (feet) COMP
 LN0478  MODELED GRAVITY -    979,524.2   (mgal)                       NAVD 88
 LN0478
 LN0478  VERT ORDER      -  FIRST     CLASS II
 LN0478
 LN0478.The horizontal coordinates were scaled from a map and have
 LN0478.an estimated accuracy of +/- 6 seconds.
 LN0478
 LN0478.The orthometric height was determined by differential leveling and
 LN0478.adjusted by the NATIONAL GEODETIC SURVEY
 LN0478.in June 1991.
 LN0478
 LN0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0478.GEOID18 height accuracy estimate available here.
 LN0478
 LN0478.Click photographs - Photos may exist for this station.
 LN0478
 LN0478.The dynamic height is computed by dividing the NAVD 88
 LN0478.geopotential number by the normal gravity value computed on the
 LN0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0478.degrees latitude (g = 980.6199 gals.).
 LN0478
 LN0478.The modeled gravity was interpolated from observed gravity values.
 LN0478
 LN0478;                    North         East    Units  Estimated Accuracy
 LN0478;SPC UT C     - 2,264,630.      669,700.      MT  (+/- 180 meters Scaled)
 LN0478
 LN0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL274065(NAD 83)
 LN0478
 LN0478                          SUPERSEDED SURVEY CONTROL
 LN0478
 LN0478.No superseded survey control is available for this station.
 LN0478
 LN0478_MARKER: DV = VERTICAL CONTROL DISK
 LN0478_SETTING: 66 = SET IN ROCK OUTCROP
 LN0478_STAMPING: Q 379 1984
 LN0478_MARK LOGO: NGS
 LN0478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0478+STABILITY: POSITION/ELEVATION WELL
 LN0478
 LN0478  HISTORY     - Date     Condition        Report By
 LN0478  HISTORY     - 1984     MONUMENTED       NGS
 LN0478
 LN0478                          STATION DESCRIPTION
 LN0478
 LN0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0478'34.4 KM (21.35 MI) NORT FROM VERNAL.
 LN0478'34.4 KM (21.35 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0478'WITH U.S. HIGHWAY 40 IN VERNAL, SET IN THE SOUTH 1/4 OF A 4 BY 12 FOOT
 LN0478'EXPOSED AREA OF OUTCROPPING BEDROCK IN A HIGHWAY CUT, 0.4 KM (0.25 MI)
 LN0478'NORTH OF MILEPOST 222, 69.5 M (228.0 FT) NORTH OF THE SOUTH END OF THE
 LN0478'HIGHWAY CUT, AND 7.1 M (23.3 FT) WEST OF THE CENTERLINE OF THE
 LN0478'HIGHWAY.
 LN0478'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LN0478'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0326 ***********************************************************************
 KO0326  DESIGNATION -  Q 38
 KO0326  PID         -  KO0326
 KO0326  STATE/COUNTY-  UT/MILLARD
 KO0326  COUNTRY     -  US
 KO0326  USGS QUAD   -  RED KNOLLS (2017)
 KO0326
 KO0326                         *CURRENT SURVEY CONTROL
 KO0326  ______________________________________________________________________
 KO0326* NAD 83(1986) POSITION- 39 16 48.77   (N) 113 04 58.99   (W)   HD_HELD1
 KO0326* NAVD 88 ORTHO HEIGHT -  1484.442 (meters)     4870.21  (feet) ADJUSTED
 KO0326  ______________________________________________________________________
 KO0326  GEOID HEIGHT    -        -19.915 (meters)                     GEOID18
 KO0326  DYNAMIC HEIGHT  -       1483.043 (meters)     4865.62  (feet) COMP
 KO0326  MODELED GRAVITY -    979,632.4   (mgal)                       NAVD 88
 KO0326
 KO0326  VERT ORDER      -  SECOND    CLASS 0
 KO0326
 KO0326.The horizontal coordinates were determined by differentially corrected
 KO0326.hand held GPS observations or other comparable positioning techniques
 KO0326.and have an estimated accuracy of +/- 3 meters.
 KO0326
 KO0326.The orthometric height was determined by differential leveling and
 KO0326.adjusted by the NATIONAL GEODETIC SURVEY
 KO0326.in June 1991.
 KO0326
 KO0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0326.GEOID18 height accuracy estimate available here.
 KO0326
 KO0326.Click photographs - Photos may exist for this station.
 KO0326
 KO0326.The dynamic height is computed by dividing the NAVD 88
 KO0326.geopotential number by the normal gravity value computed on the
 KO0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0326.degrees latitude (g = 980.6199 gals.).
 KO0326
 KO0326.The modeled gravity was interpolated from observed gravity values.
 KO0326
 KO0326;                    North         East    Units  Estimated Accuracy
 KO0326;SPC UT C     - 2,106,330.9     363,423.0     MT  (+/- 3 meters HH1 GPS) 
 KO0326
 KO0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ2033049941(NAD 83)
 KO0326
 KO0326                          SUPERSEDED SURVEY CONTROL
 KO0326
 KO0326  NGVD 29 (??/??/92) 1483.337  (m)         4866.58   (f) ADJ UNCH    2 0
 KO0326
 KO0326.Superseded values are not recommended for survey control.
 KO0326
 KO0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0326.See file dsdata.pdf to determine how the superseded data were derived.
 KO0326
 KO0326_MARKER: DB = BENCH MARK DISK
 KO0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0326_STAMPING: Q 38 1934
 KO0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0326+STABILITY: SURFACE MOTION
 KO0326
 KO0326  HISTORY     - Date     Condition        Report By
 KO0326  HISTORY     - 1934     MONUMENTED       CGS
 KO0326
 KO0326                          STATION DESCRIPTION
 KO0326
 KO0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0326'21.7 MI W FROM HINCKLEY.
 KO0326'21.7 MILES WEST ALONG U.S. HIGHWAY 6 FROM HINCKLEY, MILLARD COUNTY, 66
 KO0326'FEET NORTH OF A SMALL DRY WASH ON THE SOUTH SIDE OF THE HIGHWAY, AND
 KO0326'51 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND SET IN THE TOP OF
 KO0326'A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0599 ***********************************************************************
 MS0599  DESIGNATION -  Q 380
 MS0599  PID         -  MS0599
 MS0599  STATE/COUNTY-  UT/BOX ELDER
 MS0599  COUNTRY     -  US
 MS0599  USGS QUAD   -  MONUMENT POINT (2017)
 MS0599
 MS0599                         *CURRENT SURVEY CONTROL
 MS0599  ______________________________________________________________________
 MS0599* NAD 83(1986) POSITION- 41 43 19.7    (N) 112 46 01.2    (W)   HD_HELD2
 MS0599* NAVD 88 ORTHO HEIGHT -  1287.375 (meters)     4223.66  (feet) ADJUSTED
 MS0599  ______________________________________________________________________
 MS0599  GEOID HEIGHT    -        -15.619 (meters)                     GEOID18
 MS0599  DYNAMIC HEIGHT  -       1286.524 (meters)     4220.87  (feet) COMP
 MS0599  MODELED GRAVITY -    979,917.7   (mgal)                       NAVD 88
 MS0599
 MS0599  VERT ORDER      -  FIRST     CLASS II
 MS0599
 MS0599.The horizontal coordinates were established by autonomous hand held GPS
 MS0599.observations and have an estimated accuracy of +/- 10 meters.
 MS0599
 MS0599.The orthometric height was determined by differential leveling and
 MS0599.adjusted by the NATIONAL GEODETIC SURVEY
 MS0599.in June 1991.
 MS0599
 MS0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0599.GEOID18 height accuracy estimate available here.
 MS0599
 MS0599.Click photographs - Photos may exist for this station.
 MS0599
 MS0599.The dynamic height is computed by dividing the NAVD 88
 MS0599.geopotential number by the normal gravity value computed on the
 MS0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0599.degrees latitude (g = 980.6199 gals.).
 MS0599
 MS0599.The modeled gravity was interpolated from observed gravity values.
 MS0599
 MS0599;                    North         East    Units  Estimated Accuracy
 MS0599;SPC UT N     - 1,155,000.      394,577.      MT  (+/- 10 meters HH2 GPS)
 MS0599
 MS0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM5302320434(NAD 83)
 MS0599
 MS0599                          SUPERSEDED SURVEY CONTROL
 MS0599
 MS0599.No superseded survey control is available for this station.
 MS0599
 MS0599_MARKER: I = METAL ROD
 MS0599_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0599_STAMPING: Q 380 1984
 MS0599_MARK LOGO: NGS
 MS0599_PROJECTION: FLUSH
 MS0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0599_ROD/PIPE-DEPTH: 5.8 meters
 MS0599
 MS0599  HISTORY     - Date     Condition        Report By
 MS0599  HISTORY     - 1984     MONUMENTED       NGS
 MS0599
 MS0599                          STATION DESCRIPTION
 MS0599
 MS0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0599'24.6 KM (15.3 MI) NW FROM PROMONTORY.
 MS0599'1.58 KM (0.98 MI) NORTH ALONG A PAVED ROAD FROM THE GOLDEN SPIKE
 MS0599'MONUMENT IN PROMONTORY, THENCE 23.07 KM (14.34 MI) WEST ALONG A GRAVEL
 MS0599'ROAD, ON THE HIGHEST POINT OF A SMALL KNOLL, AT THE Y JUNCTION OF A
 MS0599'DIRT ROAD LEADING NORTHWEST, 42.3 METERS (139 FT) NORTH OF THE CENTER
 MS0599'OF THE ROAD AND 18.9 METERS (62 FT) NORTHEAST OF THE CENTER OF THE
 MS0599'ROAD LEADING NORTHWEST.
 MS0599'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 MS0599'THE MARK IS 1.5 M ABOVE THE ROADS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0389 ***********************************************************************
 LN0389  DESIGNATION -  Q 383
 LN0389  PID         -  LN0389
 LN0389  STATE/COUNTY-  UT/UINTAH
 LN0389  COUNTRY     -  US
 LN0389  USGS QUAD   -  CLIFF RIDGE (2017)
 LN0389
 LN0389                         *CURRENT SURVEY CONTROL
 LN0389  ______________________________________________________________________
 LN0389* NAD 83(1986) POSITION- 40 17 29.3    (N) 109 10 07.9    (W)   HD_HELD2
 LN0389* NAVD 88 ORTHO HEIGHT -  1597.704 (meters)     5241.80  (feet) ADJUSTED
 LN0389  ______________________________________________________________________
 LN0389  GEOID HEIGHT    -        -16.804 (meters)                     GEOID18
 LN0389  DYNAMIC HEIGHT  -       1596.256 (meters)     5237.05  (feet) COMP
 LN0389  MODELED GRAVITY -    979,663.5   (mgal)                       NAVD 88
 LN0389
 LN0389  VERT ORDER      -  FIRST     CLASS II
 LN0389
 LN0389.The horizontal coordinates were established by autonomous hand held GPS
 LN0389.observations and have an estimated accuracy of +/- 10 meters.
 LN0389
 LN0389.The orthometric height was determined by differential leveling and
 LN0389.adjusted by the NATIONAL GEODETIC SURVEY
 LN0389.in June 1991.
 LN0389
 LN0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0389.GEOID18 height accuracy estimate available here.
 LN0389
 LN0389.Click photographs - Photos may exist for this station.
 LN0389
 LN0389.The dynamic height is computed by dividing the NAVD 88
 LN0389.geopotential number by the normal gravity value computed on the
 LN0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0389.degrees latitude (g = 980.6199 gals.).
 LN0389
 LN0389.The modeled gravity was interpolated from observed gravity values.
 LN0389
 LN0389;                    North         East    Units  Estimated Accuracy
 LN0389;SPC UT C     - 2,219,976.      698,180.      MT  (+/- 10 meters HH2 GPS)
 LN0389
 LN0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK5564361717(NAD 83)
 LN0389
 LN0389                          SUPERSEDED SURVEY CONTROL
 LN0389
 LN0389.No superseded survey control is available for this station.
 LN0389
 LN0389_MARKER: I = METAL ROD
 LN0389_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0389_STAMPING: Q 383 1984
 LN0389_MARK LOGO: NGS
 LN0389_PROJECTION: FLUSH
 LN0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0389_ROD/PIPE-DEPTH: 10.7 meters
 LN0389
 LN0389  HISTORY     - Date     Condition        Report By
 LN0389  HISTORY     - 1984     MONUMENTED       NGS
 LN0389
 LN0389                          STATION DESCRIPTION
 LN0389
 LN0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0389'17.2 KM (10.7 MI) SE FROM JENSEN.
 LN0389'17.2 KM (10.7 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 40 FROM THE POST
 LN0389'OFFICE IN JENSEN, 0.8 KM (0.5 MI) NORTHWEST OF THE INTERSECTION OF
 LN0389'STATE HIGHWAY 45, 34.7 M (113.8 FT) SOUTHWEST OF THE CENTERLINE OF THE
 LN0389'HIGHWAY, AND 0.7 M (2.3 FT) SOUTHEAST OF A UTILITY POLE.  NOTE--ACCESS
 LN0389'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LN0389'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LN0389'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0437 ***********************************************************************
 LN0437  DESIGNATION -  Q 385
 LN0437  PID         -  LN0437
 LN0437  STATE/COUNTY-  UT/DAGGETT
 LN0437  COUNTRY     -  US
 LN0437  USGS QUAD   -  MANILA (2017)
 LN0437
 LN0437                         *CURRENT SURVEY CONTROL
 LN0437  ______________________________________________________________________
 LN0437* NAD 83(1986) POSITION- 40 54 09.     (N) 109 42 06.     (W)   SCALED
 LN0437* NAVD 88 ORTHO HEIGHT -  2257.050 (meters)     7405.00  (feet) ADJUSTED
 LN0437  ______________________________________________________________________
 LN0437  GEOID HEIGHT    -        -13.467 (meters)                     GEOID18
 LN0437  DYNAMIC HEIGHT  -       2255.022 (meters)     7398.35  (feet) COMP
 LN0437  MODELED GRAVITY -    979,643.0   (mgal)                       NAVD 88
 LN0437
 LN0437  VERT ORDER      -  FIRST     CLASS II
 LN0437
 LN0437.The horizontal coordinates were scaled from a map and have
 LN0437.an estimated accuracy of +/- 6 seconds.
 LN0437
 LN0437.The orthometric height was determined by differential leveling and
 LN0437.adjusted by the NATIONAL GEODETIC SURVEY
 LN0437.in June 1991.
 LN0437
 LN0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0437.GEOID18 height accuracy estimate available here.
 LN0437
 LN0437.Click photographs - Photos may exist for this station.
 LN0437
 LN0437.The dynamic height is computed by dividing the NAVD 88
 LN0437.geopotential number by the normal gravity value computed on the
 LN0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0437.degrees latitude (g = 980.6199 gals.).
 LN0437
 LN0437.The modeled gravity was interpolated from observed gravity values.
 LN0437
 LN0437;                    North         East    Units  Estimated Accuracy
 LN0437;SPC UT N     - 1,064,770.      651,510.      MT  (+/- 180 meters Scaled)
 LN0437
 LN0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL093287(NAD 83)
 LN0437
 LN0437                          SUPERSEDED SURVEY CONTROL
 LN0437
 LN0437.No superseded survey control is available for this station.
 LN0437
 LN0437_MARKER: DV = VERTICAL CONTROL DISK
 LN0437_SETTING: 66 = SET IN ROCK OUTCROP
 LN0437_STAMPING: Q 385 1984
 LN0437_MARK LOGO: NGS
 LN0437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0437+STABILITY: POSITION/ELEVATION WELL
 LN0437
 LN0437  HISTORY     - Date     Condition        Report By
 LN0437  HISTORY     - 1984     MONUMENTED       NGS
 LN0437
 LN0437                          STATION DESCRIPTION
 LN0437
 LN0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0437'17.5 KM (11.85 MI) SOUT FROM MANILA.
 LN0437'17.5 KM (10.85 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0437'WITH STATE HIGHWAY 43 IN MANILA, SET VERTICALLY IN THE SOUTHEAST FACE
 LN0437'OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.5 KM (0.3 MI)
 LN0437'SOUTHERLY OF A PAVED ROAD LEADING TO A VIEW AREA, 40.3 M (132.2 FT)
 LN0437'NORTH OF THE SOUTH END OF A GUARD RAIL, 33.5 M (109.9 FT) NORTH OF
 LN0437'MILEPOST 17, 12.0 M (39.4 FT) NORTHWEST OF THE CENTERLINE OF THE
 LN0437'HIGHWAY, AND 4.4 M (14.4 FT) SOUTHWEST OF THE WEST END OF A 24-INCH
 LN0437'METAL PIPE CULVERT.
 LN0437'THE MARK IS 5.0 METERS  S FROM  A WITNESS POST
 LN0437'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0455 ***********************************************************************
 LN0455  DESIGNATION -  Q 386
 LN0455  PID         -  LN0455
 LN0455  STATE/COUNTY-  UT/DAGGETT
 LN0455  COUNTRY     -  US
 LN0455  USGS QUAD   -  EAST PARK RESERVOIR (2017)
 LN0455
 LN0455                         *CURRENT SURVEY CONTROL
 LN0455  ______________________________________________________________________
 LN0455* NAD 83(1986) POSITION- 40 51 37.2    (N) 109 32 56.5    (W)   HD_HELD2
 LN0455* NAVD 88 ORTHO HEIGHT -  2339.514 (meters)     7675.56  (feet) ADJUSTED
 LN0455  ______________________________________________________________________
 LN0455  GEOID HEIGHT    -        -13.634 (meters)                     GEOID18
 LN0455  DYNAMIC HEIGHT  -       2337.294 (meters)     7668.27  (feet) COMP
 LN0455  MODELED GRAVITY -    979,590.1   (mgal)                       NAVD 88
 LN0455
 LN0455  VERT ORDER      -  FIRST     CLASS II
 LN0455
 LN0455.The horizontal coordinates were established by autonomous hand held GPS
 LN0455.observations and have an estimated accuracy of +/- 10 meters.
 LN0455
 LN0455.The orthometric height was determined by differential leveling and
 LN0455.adjusted by the NATIONAL GEODETIC SURVEY
 LN0455.in June 1991.
 LN0455
 LN0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0455.GEOID18 height accuracy estimate available here.
 LN0455
 LN0455.Click photographs - Photos may exist for this station.
 LN0455
 LN0455.The dynamic height is computed by dividing the NAVD 88
 LN0455.geopotential number by the normal gravity value computed on the
 LN0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0455.degrees latitude (g = 980.6199 gals.).
 LN0455
 LN0455.The modeled gravity was interpolated from observed gravity values.
 LN0455
 LN0455;                    North         East    Units  Estimated Accuracy
 LN0455;SPC UT N     - 1,060,369.      664,474.      MT  (+/- 10 meters HH2 GPS)
 LN0455
 LN0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL2228824266(NAD 83)
 LN0455
 LN0455                          SUPERSEDED SURVEY CONTROL
 LN0455
 LN0455.No superseded survey control is available for this station.
 LN0455
 LN0455_MARKER: I = METAL ROD
 LN0455_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0455+WITH SETTING: INFORMATION.
 LN0455_STAMPING: Q 386 1984
 LN0455_MARK LOGO: NGS
 LN0455_PROJECTION: FLUSH
 LN0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LN0455+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 LN0455_ROD/PIPE-DEPTH: 0.9 meters
 LN0455
 LN0455  HISTORY     - Date     Condition        Report By
 LN0455  HISTORY     - 1984     MONUMENTED       NGS
 LN0455  HISTORY     - 20060520 GOOD             GEOCAC
 LN0455
 LN0455                          STATION DESCRIPTION
 LN0455
 LN0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0455'38.4 KM (23.85 MI) SOUT FROM MANILA.
 LN0455'38.4 KM (23.85 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0455'WITH STATE HIGHWAY 43 IN MANILA, 0.6 KM (0.35 MI) SOUTHWEST OF A PAVED
 LN0455'ROAD LEADING TO RED CANYON VISITOR CENTER ASHLEY NATIONAL FOREST,
 LN0455'0.3 KM (0.2 MI) NORTHEAST OF MILEPOST 4, AND 16.2 M (53.1 FT) NORTH OF
 LN0455'THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 LN0455'THROUGH A 5-INCH LOGO CAP.  REFUSAL WAS REACHED AT 3.0 FT.
 LN0455'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LN0455'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 LN0455
 LN0455                          STATION RECOVERY (2006)
 LN0455
 LN0455'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LN0455'FOUND ABOUT 60 FEET EAST OF A TRACK ROAD LEADING NORTHEAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0055 ***********************************************************************
 KN0055  DESIGNATION -  Q 39
 KN0055  PID         -  KN0055
 KN0055  STATE/COUNTY-  UT/EMERY
 KN0055  COUNTRY     -  US
 KN0055  USGS QUAD   -  CHIMNEY ROCK (2017)
 KN0055
 KN0055                         *CURRENT SURVEY CONTROL
 KN0055  ______________________________________________________________________
 KN0055* NAD 83(1986) POSITION- 39 07 31.     (N) 110 32 29.     (W)   SCALED
 KN0055* NAVD 88 ORTHO HEIGHT -  1821.534 (meters)     5976.15  (feet) ADJUSTED
 KN0055  ______________________________________________________________________
 KN0055  GEOID HEIGHT    -        -18.708 (meters)                     GEOID18
 KN0055  DYNAMIC HEIGHT  -       1819.628 (meters)     5969.90  (feet) COMP
 KN0055  MODELED GRAVITY -    979,516.2   (mgal)                       NAVD 88
 KN0055
 KN0055  VERT ORDER      -  SECOND    CLASS 0
 KN0055
 KN0055.The horizontal coordinates were scaled from a map and have
 KN0055.an estimated accuracy of +/- 6 seconds.
 KN0055
 KN0055.The orthometric height was determined by differential leveling and
 KN0055.adjusted by the NATIONAL GEODETIC SURVEY
 KN0055.in June 1991.
 KN0055
 KN0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0055.GEOID18 height accuracy estimate available here.
 KN0055
 KN0055.Click photographs - Photos may exist for this station.
 KN0055
 KN0055.The dynamic height is computed by dividing the NAVD 88
 KN0055.geopotential number by the normal gravity value computed on the
 KN0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0055.degrees latitude (g = 980.6199 gals.).
 KN0055
 KN0055.The modeled gravity was interpolated from observed gravity values.
 KN0055
 KN0055;                    North         East    Units  Estimated Accuracy
 KN0055;SPC UT C     - 2,088,370.      582,890.      MT  (+/- 180 meters Scaled)
 KN0055
 KN0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ396307(NAD 83)
 KN0055
 KN0055                          SUPERSEDED SURVEY CONTROL
 KN0055
 KN0055  NGVD 29 (??/??/92) 1820.398  (m)         5972.42   (f) ADJ UNCH    2 0
 KN0055
 KN0055.Superseded values are not recommended for survey control.
 KN0055
 KN0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0055.See file dsdata.pdf to determine how the superseded data were derived.
 KN0055
 KN0055_MARKER: DB = BENCH MARK DISK
 KN0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0055_STAMPING: Q 39 1934
 KN0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0055+STABILITY: SURFACE MOTION
 KN0055
 KN0055  HISTORY     - Date     Condition        Report By
 KN0055  HISTORY     - 1934     MONUMENTED       CGS
 KN0055  HISTORY     - 1970     GOOD             USGS
 KN0055
 KN0055                          STATION DESCRIPTION
 KN0055
 KN0055'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KN0055'31.3 MI NE FROM GREEN RIVER.
 KN0055'CASTLE DALE, 1.6 MI. NE OF VIA STATE HIGHWAY 10.  THENCE 23.8 MI. E OF
 KN0055'ALONG COUNTY RD. TO A FORK WHERE A TRACK RD. LEADS SE.  3 MI. ALONG
 KN0055'TRACK RD. SE. TO A SECOND JCT.  2.9 MI. EASTERLY ALONG THE LEFT HAND
 KN0055'TO A SE. BEND OF THE RD.  THE SAID BEND BEING 0.5 MI E OF WHERE THE
 KN0055'MAIN RD. TURNS N AND A FORK CONTINUES E TO THE BIG HOLE, A NATURAL
 KN0055'WASER TANK, ON THE NORTH SIDE OF THE RD., AND SET IN THE TOP OF A
 KN0055'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0247 ***********************************************************************
 JO0247  DESIGNATION -  Q 4
 JO0247  PID         -  JO0247
 JO0247  STATE/COUNTY-  UT/MILLARD
 JO0247  COUNTRY     -  US
 JO0247  USGS QUAD   -  CRUZ (2017)
 JO0247
 JO0247                         *CURRENT SURVEY CONTROL
 JO0247  ______________________________________________________________________
 JO0247* NAD 83(1986) POSITION- 38 51 43.     (N) 112 49 38.     (W)   SCALED
 JO0247* NAVD 88 ORTHO HEIGHT -  1464.662 (meters)     4805.31  (feet) ADJUSTED
 JO0247  ______________________________________________________________________
 JO0247  GEOID HEIGHT    -        -20.138 (meters)                     GEOID18
 JO0247  DYNAMIC HEIGHT  -       1463.224 (meters)     4800.59  (feet) COMP
 JO0247  MODELED GRAVITY -    979,595.1   (mgal)                       NAVD 88
 JO0247
 JO0247  VERT ORDER      -  FIRST     CLASS I
 JO0247
 JO0247.The horizontal coordinates were scaled from a map and have
 JO0247.an estimated accuracy of +/- 6 seconds.
 JO0247
 JO0247.The orthometric height was determined by differential leveling and
 JO0247.adjusted by the NATIONAL GEODETIC SURVEY
 JO0247.in June 1991.
 JO0247
 JO0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0247.GEOID18 height accuracy estimate available here.
 JO0247
 JO0247.Click photographs - Photos may exist for this station.
 JO0247
 JO0247.The dynamic height is computed by dividing the NAVD 88
 JO0247.geopotential number by the normal gravity value computed on the
 JO0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0247.degrees latitude (g = 980.6199 gals.).
 JO0247
 JO0247.The modeled gravity was interpolated from observed gravity values.
 JO0247
 JO0247;                    North         East    Units  Estimated Accuracy
 JO0247;SPC UT C     - 2,059,540.      384,800.      MT  (+/- 180 meters Scaled)
 JO0247
 JO0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ414030(NAD 83)
 JO0247
 JO0247                          SUPERSEDED SURVEY CONTROL
 JO0247
 JO0247  NGVD 29 (??/??/92) 1463.567  (m)         4801.72   (f) ADJ UNCH    1 1
 JO0247
 JO0247.Superseded values are not recommended for survey control.
 JO0247
 JO0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0247.See file dsdata.pdf to determine how the superseded data were derived.
 JO0247
 JO0247_MARKER: P = PIPE CAP
 JO0247_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JO0247_STAMPING: ELEV. 4801.719 FT.
 JO0247_MARK LOGO: CGS
 JO0247_MAGNETIC: P = MARKER IS A STEEL PIPE
 JO0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0247
 JO0247  HISTORY     - Date     Condition        Report By
 JO0247  HISTORY     - 1908     MONUMENTED       CGS
 JO0247  HISTORY     - 1970     GOOD             NGS
 JO0247
 JO0247                          STATION DESCRIPTION
 JO0247
 JO0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0247'13.1 MI NE FROM BLACK ROCK.
 JO0247'13.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JO0247'AT BLACK ROCK, 75 1/2 FEET SOUTH OF MILEPOLE 612.50, 98.4 FEET WEST OF
 JO0247'THE WEST RAIL, 88.8 FEET WEST OF THE NORTHWEST CORNER OF THE CONCRETE
 JO0247'BASE OF SEMAPHORE 6125, 1.6 FEET WEST OF A FENCE, 1.2 FEET NORTH OF A
 JO0247'WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SCREWED ON THE
 JO0247'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0247 ***********************************************************************
 KN0247  DESIGNATION -  Q 40
 KN0247  PID         -  KN0247
 KN0247  STATE/COUNTY-  UT/EMERY
 KN0247  COUNTRY     -  US
 KN0247  USGS QUAD   -  FERRON (2017)
 KN0247
 KN0247                         *CURRENT SURVEY CONTROL
 KN0247  ______________________________________________________________________
 KN0247* NAD 83(1986) POSITION- 39 05 25.     (N) 111 07 56.     (W)   SCALED
 KN0247* NAVD 88 ORTHO HEIGHT -  1809.725 (meters)     5937.41  (feet) ADJUSTED
 KN0247  ______________________________________________________________________
 KN0247  GEOID HEIGHT    -        -17.418 (meters)                     GEOID18
 KN0247  DYNAMIC HEIGHT  -       1807.859 (meters)     5931.28  (feet) COMP
 KN0247  MODELED GRAVITY -    979,531.6   (mgal)                       NAVD 88
 KN0247
 KN0247  VERT ORDER      -  SECOND    CLASS 0
 KN0247
 KN0247.The horizontal coordinates were scaled from a map and have
 KN0247.an estimated accuracy of +/- 6 seconds.
 KN0247
 KN0247.The orthometric height was determined by differential leveling and
 KN0247.adjusted by the NATIONAL GEODETIC SURVEY
 KN0247.in June 1991.
 KN0247
 KN0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0247.GEOID18 height accuracy estimate available here.
 KN0247
 KN0247.Click photographs - Photos may exist for this station.
 KN0247
 KN0247.The dynamic height is computed by dividing the NAVD 88
 KN0247.geopotential number by the normal gravity value computed on the
 KN0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0247.degrees latitude (g = 980.6199 gals.).
 KN0247
 KN0247.The modeled gravity was interpolated from observed gravity values.
 KN0247
 KN0247;                    North         East    Units  Estimated Accuracy
 KN0247;SPC UT C     - 2,084,100.      531,820.      MT  (+/- 180 meters Scaled)
 KN0247
 KN0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ885268(NAD 83)
 KN0247
 KN0247                          SUPERSEDED SURVEY CONTROL
 KN0247
 KN0247  NGVD 29 (??/??/92) 1808.603  (m)         5933.73   (f) ADJ UNCH    2 0
 KN0247
 KN0247.Superseded values are not recommended for survey control.
 KN0247
 KN0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0247.See file dsdata.pdf to determine how the superseded data were derived.
 KN0247
 KN0247_MARKER: DB = BENCH MARK DISK
 KN0247_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0247_SP_SET: BRICK WALL
 KN0247_STAMPING: Q 40 1934
 KN0247_MARK LOGO: CGS
 KN0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0247+STABILITY: SURFACE MOTION
 KN0247
 KN0247  HISTORY     - Date     Condition        Report By
 KN0247  HISTORY     - 1934     MONUMENTED       CGS
 KN0247
 KN0247                          STATION DESCRIPTION
 KN0247
 KN0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0247'IN FERRON.
 KN0247'AT FERRON, EMERY COUNTY, ON STATE HIGHWAY 10, AT THE FERRON HILLS
 KN0247'SERVICE STATION, IN THE FACE OF THE NORTH END OF THE EAST BRICK WALL
 KN0247'OF THE BUILDING, 4 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED Q 40
 KN0247'1934 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0234 ***********************************************************************
 KN0234  DESIGNATION -  Q 41
 KN0234  PID         -  KN0234
 KN0234  STATE/COUNTY-  UT/SANPETE
 KN0234  COUNTRY     -  US
 KN0234  USGS QUAD   -  DANISH KNOLL (2017)
 KN0234
 KN0234                         *CURRENT SURVEY CONTROL
 KN0234  ______________________________________________________________________
 KN0234* NAD 83(1986) POSITION- 39 18 13.     (N) 111 27 04.     (W)   SCALED
 KN0234* NAVD 88 ORTHO HEIGHT -  3056.099 (meters)    10026.55  (feet) ADJUSTED
 KN0234  ______________________________________________________________________
 KN0234  GEOID HEIGHT    -        -16.386 (meters)                     GEOID18
 KN0234  DYNAMIC HEIGHT  -       3052.342 (meters)    10014.23  (feet) COMP
 KN0234  MODELED GRAVITY -    979,284.7   (mgal)                       NAVD 88
 KN0234
 KN0234  VERT ORDER      -  SECOND    CLASS 0
 KN0234
 KN0234.The horizontal coordinates were scaled from a map and have
 KN0234.an estimated accuracy of +/- 6 seconds.
 KN0234
 KN0234.The orthometric height was determined by differential leveling and
 KN0234.adjusted by the NATIONAL GEODETIC SURVEY
 KN0234.in June 1991.
 KN0234
 KN0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0234.GEOID18 height accuracy estimate available here.
 KN0234
 KN0234.Click photographs - Photos may exist for this station.
 KN0234
 KN0234.The dynamic height is computed by dividing the NAVD 88
 KN0234.geopotential number by the normal gravity value computed on the
 KN0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0234.degrees latitude (g = 980.6199 gals.).
 KN0234
 KN0234.The modeled gravity was interpolated from observed gravity values.
 KN0234
 KN0234;                    North         East    Units  Estimated Accuracy
 KN0234;SPC UT C     - 2,107,720.      504,220.      MT  (+/- 180 meters Scaled)
 KN0234
 KN0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ611505(NAD 83)
 KN0234
 KN0234                          SUPERSEDED SURVEY CONTROL
 KN0234
 KN0234  NGVD 29 (??/??/92) 3054.581  (m)        10021.57   (f) ADJ UNCH    2 0
 KN0234
 KN0234.Superseded values are not recommended for survey control.
 KN0234
 KN0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0234.See file dsdata.pdf to determine how the superseded data were derived.
 KN0234
 KN0234_MARKER: DB = BENCH MARK DISK
 KN0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0234_STAMPING: Q 41 1934
 KN0234_MARK LOGO: CGS
 KN0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0234+STABILITY: SURFACE MOTION
 KN0234
 KN0234  HISTORY     - Date     Condition        Report By
 KN0234  HISTORY     - 1934     MONUMENTED       CGS
 KN0234
 KN0234                          STATION DESCRIPTION
 KN0234
 KN0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0234'14.8 MI E FROM EPHRAIM.
 KN0234'ABOUT 14.8 MILES EAST ALONG STATE HIGHWAY 29 FROM THE BANK OF EPHRAIM
 KN0234'AT EPHRAIM, SANPETE COUNTY, AT A FORK, DIRECTLY ABOVE AN OLD SAWMILL
 KN0234'SITE, NEAR A RANGER BUILDING, NEAR A SIGN READING SKY LINE DRIVE 1/2
 KN0234'MI. SULEY CREEK R.S. 1-1/2 MI., AND 35 FEET SOUTHEAST OF THE CENTER
 KN0234'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED Q 41 1934 AND SET IN
 KN0234'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0177 ***********************************************************************
 KN0177  DESIGNATION -  Q 42
 KN0177  PID         -  KN0177
 KN0177  STATE/COUNTY-  UT/SANPETE
 KN0177  COUNTRY     -  US
 KN0177  USGS QUAD   -  FAIRVIEW (2017)
 KN0177
 KN0177                         *CURRENT SURVEY CONTROL
 KN0177  ______________________________________________________________________
 KN0177* NAD 83(1986) POSITION- 39 41 13.     (N) 111 25 57.     (W)   SCALED
 KN0177* NAVD 88 ORTHO HEIGHT -  1894.550 (meters)     6215.70  (feet) POSTED
 KN0177  ______________________________________________________________________
 KN0177  GEOID HEIGHT    -        -16.644 (meters)                     GEOID18
 KN0177  DYNAMIC HEIGHT  -       1892.63  (meters)     6209.4   (feet) COMP
 KN0177  MODELED GRAVITY -    979,545.7   (mgal)                       NAVD 88
 KN0177
 KN0177  VERT ORDER      -  * POSTED, SEE BELOW
 KN0177
 KN0177.The horizontal coordinates were scaled from a map and have
 KN0177.an estimated accuracy of +/- 6 seconds.
 KN0177
 KN0177.The orthometric height was determined by differential leveling
 KN0177.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KN0177
 KN0177.* This is a POSTED BENCH MARK height.
 KN0177
 KN0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0177.GEOID18 height accuracy estimate available here.
 KN0177
 KN0177.Click photographs - Photos may exist for this station.
 KN0177
 KN0177.The dynamic height is computed by dividing the NAVD 88
 KN0177.geopotential number by the normal gravity value computed on the
 KN0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0177.degrees latitude (g = 980.6199 gals.).
 KN0177
 KN0177.The modeled gravity was interpolated from observed gravity values.
 KN0177
 KN0177;                    North         East    Units  Estimated Accuracy
 KN0177;SPC UT C     - 2,150,280.      505,790.      MT  (+/- 180 meters Scaled)
 KN0177
 KN0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ629931(NAD 83)
 KN0177
 KN0177                          SUPERSEDED SURVEY CONTROL
 KN0177
 KN0177  NGVD 29 (??/??/92) 1893.364  (m)         6211.81   (f) ADJ UNCH    2 0
 KN0177
 KN0177.Superseded values are not recommended for survey control.
 KN0177
 KN0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0177.See file dsdata.pdf to determine how the superseded data were derived.
 KN0177
 KN0177_MARKER: DB = BENCH MARK DISK
 KN0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0177_STAMPING: Q 42 1934
 KN0177_MARK LOGO: CGS
 KN0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0177+STABILITY: SURFACE MOTION
 KN0177
 KN0177  HISTORY     - Date     Condition        Report By
 KN0177  HISTORY     - 1934     MONUMENTED       CGS
 KN0177
 KN0177                          STATION DESCRIPTION
 KN0177
 KN0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0177'4.0 MI N FROM FAIRVIEW.
 KN0177'ABOUT 4.0 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0177'FROM THE STATION AT FAIRVIEW, SANPETE COUNTY, AT MILEPOST 28, ABOUT 5
 KN0177'RAILS NORTH OF A CROSSING, AND 10 FEET EAST OF THE TRACK. A STANDARD
 KN0177'DISK, STAMPED Q 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0269 ***********************************************************************
 KN0269  DESIGNATION -  Q 43
 KN0269  PID         -  KN0269
 KN0269  STATE/COUNTY-  UT/SANPETE
 KN0269  COUNTRY     -  US
 KN0269  USGS QUAD   -  GUNNISON (2017)
 KN0269
 KN0269                         *CURRENT SURVEY CONTROL
 KN0269  ______________________________________________________________________
 KN0269* NAD 83(1986) POSITION- 39 09 00.4    (N) 111 45 20.8    (W)   HD_HELD2
 KN0269* NAVD 88 ORTHO HEIGHT -  1594.245 (meters)     5230.45  (feet) ADJUSTED
 KN0269  ______________________________________________________________________
 KN0269  GEOID HEIGHT    -        -18.174 (meters)                     GEOID18
 KN0269  DYNAMIC HEIGHT  -       1592.620 (meters)     5225.12  (feet) COMP
 KN0269  MODELED GRAVITY -    979,553.3   (mgal)                       NAVD 88
 KN0269
 KN0269  VERT ORDER      -  SECOND    CLASS 0
 KN0269
 KN0269.The horizontal coordinates were established by autonomous hand held GPS
 KN0269.observations and have an estimated accuracy of +/- 10 meters.
 KN0269
 KN0269.The orthometric height was determined by differential leveling and
 KN0269.adjusted by the NATIONAL GEODETIC SURVEY
 KN0269.in June 1991.
 KN0269
 KN0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0269.GEOID18 height accuracy estimate available here.
 KN0269
 KN0269.Click photographs - Photos may exist for this station.
 KN0269
 KN0269.The dynamic height is computed by dividing the NAVD 88
 KN0269.geopotential number by the normal gravity value computed on the
 KN0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0269.degrees latitude (g = 980.6199 gals.).
 KN0269
 KN0269.The modeled gravity was interpolated from observed gravity values.
 KN0269
 KN0269;                    North         East    Units  Estimated Accuracy
 KN0269;SPC UT C     - 2,090,711.      477,890.      MT  (+/- 10 meters HH2 GPS)
 KN0269
 KN0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ3469333706(NAD 83)
 KN0269
 KN0269                          SUPERSEDED SURVEY CONTROL
 KN0269
 KN0269  NGVD 29 (??/??/92) 1593.093  (m)         5226.67   (f) ADJ UNCH    2 0
 KN0269
 KN0269.Superseded values are not recommended for survey control.
 KN0269
 KN0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0269.See file dsdata.pdf to determine how the superseded data were derived.
 KN0269
 KN0269_MARKER: DB = BENCH MARK DISK
 KN0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0269_STAMPING: Q 43 1934
 KN0269_MARK LOGO: CGS
 KN0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0269+STABILITY: SURFACE MOTION
 KN0269
 KN0269  HISTORY     - Date     Condition        Report By
 KN0269  HISTORY     - 1934     MONUMENTED       CGS
 KN0269  HISTORY     - 20090603 POOR             INDIV
 KN0269  HISTORY     - 20101210 POOR             GEOCAC
 KN0269
 KN0269                          STATION DESCRIPTION
 KN0269
 KN0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0269'1.6 MI N FROM GUNNISON.
 KN0269'ABOUT 1.6 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0269'FROM THE STATION AT GUNNISON, SANPETE COUNTY, ABOUT 1/2 MILE SOUTH OF
 KN0269'MILEPOST 71, AT A ROAD CROSSING, 27 FEET NORTH OF THE CENTER LINE OF
 KN0269'THE ROAD, 39 FEET EAST OF THE TRACK, AND IN LINE WITH THE RIGHT-OF-WAY
 KN0269'FENCE.  A STANDARD DISK, STAMPED Q 43 1934 AND SET IN THE TOP OF A
 KN0269'CONCRETE POST.
 KN0269
 KN0269                          STATION RECOVERY (2009)
 KN0269
 KN0269'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JRA)
 KN0269'FOUND ON EDGE OF FARMERS FIELD, WHERE ROW FENCE MAY HAVE EXISTED AT
 KN0269'ONE TIME.  FENCE NO LONGER EXISTS.  MONUMENT HAS BEEN DISTURBED AND
 KN0269'PARTIALLY DESTROYED BUT DOES STILL EXIST.  MONUMENT SITS IN CONCRETE
 KN0269'BUT HAS BEEN DISTURBED.
 KN0269
 KN0269                          STATION RECOVERY (2010)
 KN0269
 KN0269'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 KN0269'MARK HAS BEEN BUMPED OUT OF THE VERTICAL BY CULTIVATION EQUIPMENT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0311 ***********************************************************************
 KN0311  DESIGNATION -  Q 44
 KN0311  PID         -  KN0311
 KN0311  STATE/COUNTY-  UT/JUAB
 KN0311  COUNTRY     -  US
 KN0311  USGS QUAD   -  NEPHI (2017)
 KN0311
 KN0311                         *CURRENT SURVEY CONTROL
 KN0311  ______________________________________________________________________
 KN0311* NAD 83(1986) POSITION- 39 39 53.83   (N) 111 52 03.82   (W)   HD_HELD1
 KN0311* NAVD 88 ORTHO HEIGHT -  1571.166 (meters)     5154.73  (feet) ADJUSTED
 KN0311  ______________________________________________________________________
 KN0311  GEOID HEIGHT    -        -17.789 (meters)                     GEOID18
 KN0311  DYNAMIC HEIGHT  -       1569.666 (meters)     5149.81  (feet) COMP
 KN0311  MODELED GRAVITY -    979,617.0   (mgal)                       NAVD 88
 KN0311
 KN0311  VERT ORDER      -  SECOND    CLASS 0
 KN0311
 KN0311.The horizontal coordinates were determined by differentially corrected
 KN0311.hand held GPS observations or other comparable positioning techniques
 KN0311.and have an estimated accuracy of +/- 3 meters.
 KN0311
 KN0311.The orthometric height was determined by differential leveling and
 KN0311.adjusted by the NATIONAL GEODETIC SURVEY
 KN0311.in June 1991.
 KN0311
 KN0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0311.GEOID18 height accuracy estimate available here.
 KN0311
 KN0311.Click photographs - Photos may exist for this station.
 KN0311
 KN0311.The dynamic height is computed by dividing the NAVD 88
 KN0311.geopotential number by the normal gravity value computed on the
 KN0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0311.degrees latitude (g = 980.6199 gals.).
 KN0311
 KN0311.The modeled gravity was interpolated from observed gravity values.
 KN0311
 KN0311;                    North         East    Units  Estimated Accuracy
 KN0311;SPC UT C     - 2,147,899.1     468,448.5     MT  (+/- 3 meters HH1 GPS) 
 KN0311
 KN0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ2556990931(NAD 83)
 KN0311
 KN0311                          SUPERSEDED SURVEY CONTROL
 KN0311
 KN0311  NGVD 29 (??/??/92) 1569.990  (m)         5150.88   (f) ADJ UNCH    2 0
 KN0311
 KN0311.Superseded values are not recommended for survey control.
 KN0311
 KN0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0311.See file dsdata.pdf to determine how the superseded data were derived.
 KN0311
 KN0311_MARKER: DB = BENCH MARK DISK
 KN0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0311_STAMPING: Q 44 1934
 KN0311_MARK LOGO: CGS
 KN0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0311+STABILITY: SURFACE MOTION
 KN0311
 KN0311  HISTORY     - Date     Condition        Report By
 KN0311  HISTORY     - 1934     MONUMENTED       CGS
 KN0311
 KN0311                          STATION DESCRIPTION
 KN0311
 KN0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0311'3.7 MI SW FROM NEPHI.
 KN0311'ABOUT 3.7 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KN0311'STATION AT NEPHI, JUAB COUNTY, AT MILEPOST 707, 90 FEET EAST OF THE
 KN0311'CENTER LINE OF THE TRACK, AND IN A FENCE LINE.  A STANDARD DISK,
 KN0311'STAMPED Q 44 1934 AND SET IN THE TOP OF A CONCRETE POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0169 ***********************************************************************
 KO0169  DESIGNATION -  Q 45
 KO0169  PID         -  KO0169
 KO0169  STATE/COUNTY-  UT/MILLARD
 KO0169  COUNTRY     -  US
 KO0169  USGS QUAD   -  DELTA (2017)
 KO0169
 KO0169                         *CURRENT SURVEY CONTROL
 KO0169  ______________________________________________________________________
 KO0169* NAD 83(1986) POSITION- 39 18 36.     (N) 112 30 11.     (W)   SCALED
 KO0169* NAVD 88 ORTHO HEIGHT -  1404.739 (meters)     4608.71  (feet) ADJUSTED
 KO0169  ______________________________________________________________________
 KO0169  GEOID HEIGHT    -        -19.190 (meters)                     GEOID18
 KO0169  DYNAMIC HEIGHT  -       1403.456 (meters)     4604.51  (feet) COMP
 KO0169  MODELED GRAVITY -    979,665.3   (mgal)                       NAVD 88
 KO0169
 KO0169  VERT ORDER      -  SECOND    CLASS 0
 KO0169
 KO0169.The horizontal coordinates were scaled from a map and have
 KO0169.an estimated accuracy of +/- 6 seconds.
 KO0169
 KO0169.The orthometric height was determined by differential leveling and
 KO0169.adjusted by the NATIONAL GEODETIC SURVEY
 KO0169.in June 1991.
 KO0169
 KO0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0169.GEOID18 height accuracy estimate available here.
 KO0169
 KO0169.Click photographs - Photos may exist for this station.
 KO0169
 KO0169.The dynamic height is computed by dividing the NAVD 88
 KO0169.geopotential number by the normal gravity value computed on the
 KO0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0169.degrees latitude (g = 980.6199 gals.).
 KO0169
 KO0169.The modeled gravity was interpolated from observed gravity values.
 KO0169
 KO0169;                    North         East    Units  Estimated Accuracy
 KO0169;SPC UT C     - 2,108,910.      413,500.      MT  (+/- 180 meters Scaled)
 KO0169
 KO0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ704522(NAD 83)
 KO0169
 KO0169                          SUPERSEDED SURVEY CONTROL
 KO0169
 KO0169  NGVD 29 (??/??/92) 1403.662  (m)         4605.18   (f) ADJ UNCH    2 0
 KO0169
 KO0169.Superseded values are not recommended for survey control.
 KO0169
 KO0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0169.See file dsdata.pdf to determine how the superseded data were derived.
 KO0169
 KO0169_MARKER: DB = BENCH MARK DISK
 KO0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0169_STAMPING: Q 45 1934
 KO0169_MARK LOGO: CGS
 KO0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0169+STABILITY: SURFACE MOTION
 KO0169
 KO0169  HISTORY     - Date     Condition        Report By
 KO0169  HISTORY     - 1934     MONUMENTED       CGS
 KO0169
 KO0169                          STATION DESCRIPTION
 KO0169
 KO0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0169'5.9 MI SE FROM DELTA.
 KO0169'ABOUT 5.9 MILES SOUTHEAST ALONG THE LOS ANGELES AND SALT LAKE RAILROAD
 KO0169'FROM THE COMMUNITY BUILDING AT DELTA, MILLARD COUNTY, ABOUT 2 POLES
 KO0169'NORTHWEST OF MILEPOST 6, 42 FEET NORTHWEST OF THE CENTER OF A
 KO0169'CROSSING, AND 36 FEET WEST OF THE CENTER LINE OF THE TRACK.  A
 KO0169'STANDARD DISK, STAMPED Q 45 1934 AND SET IN THE TOP OF A CONCRETE
 KO0169'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0314 ***********************************************************************
 JN0314  DESIGNATION -  Q 46
 JN0314  PID         -  JN0314
 JN0314  STATE/COUNTY-  UT/SEVIER
 JN0314  COUNTRY     -  US
 JN0314  USGS QUAD   -  BURRVILLE (2017)
 JN0314
 JN0314                         *CURRENT SURVEY CONTROL
 JN0314  ______________________________________________________________________
 JN0314* NAD 83(1986) POSITION- 38 33 54.     (N) 111 52 00.     (W)   SCALED
 JN0314* NAVD 88 ORTHO HEIGHT -  2140.958 (meters)     7024.13  (feet) ADJUSTED
 JN0314  ______________________________________________________________________
 JN0314  GEOID HEIGHT    -        -17.775 (meters)                     GEOID18
 JN0314  DYNAMIC HEIGHT  -       2138.490 (meters)     7016.03  (feet) COMP
 JN0314  MODELED GRAVITY -    979,398.5   (mgal)                       NAVD 88
 JN0314
 JN0314  VERT ORDER      -  SECOND    CLASS 0
 JN0314
 JN0314.The horizontal coordinates were scaled from a map and have
 JN0314.an estimated accuracy of +/- 6 seconds.
 JN0314
 JN0314.The orthometric height was determined by differential leveling and
 JN0314.adjusted by the NATIONAL GEODETIC SURVEY
 JN0314.in June 1991.
 JN0314
 JN0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0314.GEOID18 height accuracy estimate available here.
 JN0314
 JN0314.Click photographs - Photos may exist for this station.
 JN0314
 JN0314.The dynamic height is computed by dividing the NAVD 88
 JN0314.geopotential number by the normal gravity value computed on the
 JN0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0314.degrees latitude (g = 980.6199 gals.).
 JN0314
 JN0314.The modeled gravity was interpolated from observed gravity values.
 JN0314
 JN0314;                    North         East    Units  Estimated Accuracy
 JN0314;SPC UT C     - 2,025,790.      468,040.      MT  (+/- 180 meters Scaled)
 JN0314
 JN0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH244688(NAD 83)
 JN0314
 JN0314                          SUPERSEDED SURVEY CONTROL
 JN0314
 JN0314  NGVD 29 (??/??/92) 2139.652  (m)         7019.84   (f) ADJ UNCH    2 0
 JN0314
 JN0314.Superseded values are not recommended for survey control.
 JN0314
 JN0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0314.See file dsdata.pdf to determine how the superseded data were derived.
 JN0314
 JN0314_MARKER: DB = BENCH MARK DISK
 JN0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0314_STAMPING: Q 46 1934
 JN0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0314+STABILITY: SURFACE MOTION
 JN0314
 JN0314  HISTORY     - Date     Condition        Report By
 JN0314  HISTORY     - 1934     MONUMENTED       CGS
 JN0314
 JN0314                          STATION DESCRIPTION
 JN0314
 JN0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0314'IN BURRVILLE.
 JN0314'AT BURRVILLE, ON STATE HIGHWAY 62, ABOUT 300 FEET SOUTHWEST OF THE
 JN0314'POST OFFICE, 30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ON
 JN0314'THE PROPERTY LINE, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0330 ***********************************************************************
 JN0330  DESIGNATION -  Q 47
 JN0330  PID         -  JN0330
 JN0330  STATE/COUNTY-  UT/GARFIELD
 JN0330  COUNTRY     -  US
 JN0330  USGS QUAD   -  ANTIMONY (2017)
 JN0330
 JN0330                         *CURRENT SURVEY CONTROL
 JN0330  ______________________________________________________________________
 JN0330* NAD 83(1986) POSITION- 38 00 11.     (N) 111 58 43.     (W)   SCALED
 JN0330* NAVD 88 ORTHO HEIGHT -  2157.067 (meters)     7076.98  (feet) ADJUSTED
 JN0330  ______________________________________________________________________
 JN0330  GEOID HEIGHT    -        -18.844 (meters)                     GEOID18
 JN0330  DYNAMIC HEIGHT  -       2154.463 (meters)     7068.43  (feet) COMP
 JN0330  MODELED GRAVITY -    979,344.7   (mgal)                       NAVD 88
 JN0330
 JN0330  VERT ORDER      -  SECOND    CLASS 0
 JN0330
 JN0330.The horizontal coordinates were scaled from a map and have
 JN0330.an estimated accuracy of +/- 6 seconds.
 JN0330
 JN0330.The orthometric height was determined by differential leveling and
 JN0330.adjusted by the NATIONAL GEODETIC SURVEY
 JN0330.in June 1991.
 JN0330
 JN0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0330.GEOID18 height accuracy estimate available here.
 JN0330
 JN0330.Click photographs - Photos may exist for this station.
 JN0330
 JN0330.The dynamic height is computed by dividing the NAVD 88
 JN0330.geopotential number by the normal gravity value computed on the
 JN0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0330.degrees latitude (g = 980.6199 gals.).
 JN0330
 JN0330.The modeled gravity was interpolated from observed gravity values.
 JN0330
 JN0330;                    North         East    Units  Estimated Accuracy
 JN0330;SPC UT S     - 3,148,430.      457,970.      MT  (+/- 180 meters Scaled)
 JN0330
 JN0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH140066(NAD 83)
 JN0330
 JN0330                          SUPERSEDED SURVEY CONTROL
 JN0330
 JN0330  NGVD 29 (??/??/92) 2155.75   (m)         7072.7    (f) COMPUTED    2 0
 JN0330
 JN0330.Superseded values are not recommended for survey control.
 JN0330
 JN0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0330.See file dsdata.pdf to determine how the superseded data were derived.
 JN0330
 JN0330_MARKER: DB = BENCH MARK DISK
 JN0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0330_STAMPING: Q 47 1934
 JN0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0330+STABILITY: SURFACE MOTION
 JN0330
 JN0330  HISTORY     - Date     Condition        Report By
 JN0330  HISTORY     - 1934     MONUMENTED       CGS
 JN0330  HISTORY     - 1969     MARK NOT FOUND   USGS
 JN0330
 JN0330                          STATION DESCRIPTION
 JN0330
 JN0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0330'12.0 MI S FROM ANTIMONY.
 JN0330'ABOUT 12.0 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE SOUTH EDGE OF
 JN0330'ANTIMONY, GARFIELD COUNTY, ON A PLAIN BOUNDED ON THE EAST BY A ROCK
 JN0330'MOUNTAIN, 36 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 18
 JN0330'INCHES HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Q 47 1934
 JN0330'AND SET IN THE TOP OF A CONCRETE POST.
 JN0330
 JN0330                          STATION RECOVERY (1969)
 JN0330
 JN0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JN0330'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0128 ***********************************************************************
 KN0128  DESIGNATION -  Q 51
 KN0128  PID         -  KN0128
 KN0128  STATE/COUNTY-  UT/CARBON
 KN0128  COUNTRY     -  US
 KN0128  USGS QUAD   -  WELLINGTON (2017)
 KN0128
 KN0128                         *CURRENT SURVEY CONTROL
 KN0128  ______________________________________________________________________
 KN0128* NAD 83(1986) POSITION- 39 32 33.     (N) 110 42 01.     (W)   SCALED
 KN0128* NAVD 88 ORTHO HEIGHT -  1640.513 (meters)     5382.25  (feet) ADJUSTED
 KN0128  ______________________________________________________________________
 KN0128  GEOID HEIGHT    -        -17.240 (meters)                     GEOID18
 KN0128  DYNAMIC HEIGHT  -       1638.938 (meters)     5377.08  (feet) COMP
 KN0128  MODELED GRAVITY -    979,609.3   (mgal)                       NAVD 88
 KN0128
 KN0128  VERT ORDER      -  SECOND    CLASS 0
 KN0128
 KN0128.The horizontal coordinates were scaled from a map and have
 KN0128.an estimated accuracy of +/- 6 seconds.
 KN0128
 KN0128.The orthometric height was determined by differential leveling and
 KN0128.adjusted by the NATIONAL GEODETIC SURVEY
 KN0128.in June 1991.
 KN0128
 KN0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0128.GEOID18 height accuracy estimate available here.
 KN0128
 KN0128.Click photographs - Photos may exist for this station.
 KN0128
 KN0128.The dynamic height is computed by dividing the NAVD 88
 KN0128.geopotential number by the normal gravity value computed on the
 KN0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0128.degrees latitude (g = 980.6199 gals.).
 KN0128
 KN0128.The modeled gravity was interpolated from observed gravity values.
 KN0128
 KN0128;                    North         East    Units  Estimated Accuracy
 KN0128;SPC UT C     - 2,134,550.      568,740.      MT  (+/- 180 meters Scaled)
 KN0128
 KN0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ257770(NAD 83)
 KN0128
 KN0128                          SUPERSEDED SURVEY CONTROL
 KN0128
 KN0128  NGVD 29 (??/??/92) 1639.500  (m)         5378.93   (f) ADJ UNCH    2 0
 KN0128
 KN0128.Superseded values are not recommended for survey control.
 KN0128
 KN0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0128.See file dsdata.pdf to determine how the superseded data were derived.
 KN0128
 KN0128_MARKER: DB = BENCH MARK DISK
 KN0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0128_SP_SET: BRIDGE BANISTER
 KN0128_STAMPING: Q 51 1934
 KN0128_MARK LOGO: CGS
 KN0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0128
 KN0128  HISTORY     - Date     Condition        Report By
 KN0128  HISTORY     - 1934     MONUMENTED       CGS
 KN0128  HISTORY     - 1979     GOOD             NGS
 KN0128  HISTORY     - 20101223 MARK NOT FOUND   INDIV
 KN0128
 KN0128                          STATION DESCRIPTION
 KN0128
 KN0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0128'2.2 MI E FROM WELLINGTON.
 KN0128'ABOUT 2.2 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE DENVER AND RIO
 KN0128'GRANDE WESTERN RAILROAD STATION AT WELLINGTON, CARBON COUNTY, 9 FEET
 KN0128'EAST OF THE SOUTHWEST CORNER OF A BRIDGE, AND IN THE TOP OF THE LOWER
 KN0128'PART OF THE CONCRETE BANISTER.  A STANDARD DISK, STAMPED Q 51 1934.
 KN0128
 KN0128                          STATION RECOVERY (1979)
 KN0128
 KN0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KN0128'RECOVERED IN GOOD CONDITION.
 KN0128
 KN0128                          STATION RECOVERY (2010)
 KN0128
 KN0128'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BG)
 KN0128'MARK NOT FOUND. PROBABLY DESTROYED BY NEW HIGHWAY WIDENING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0040 ***********************************************************************
 LO0040  DESIGNATION -  Q 52
 LO0040  PID         -  LO0040
 LO0040  STATE/COUNTY-  UT/DUCHESNE
 LO0040  COUNTRY     -  US
 LO0040  USGS QUAD   -  MYTON SW (2017)
 LO0040
 LO0040                         *CURRENT SURVEY CONTROL
 LO0040  ______________________________________________________________________
 LO0040* NAD 83(1986) POSITION- 40 00 37.     (N) 110 09 05.     (W)   SCALED
 LO0040* NAVD 88 ORTHO HEIGHT -  1842.078 (meters)     6043.55  (feet) ADJUSTED
 LO0040  ______________________________________________________________________
 LO0040  GEOID HEIGHT    -        -17.557 (meters)                     GEOID18
 LO0040  DYNAMIC HEIGHT  -       1840.258 (meters)     6037.58  (feet) COMP
 LO0040  MODELED GRAVITY -    979,572.6   (mgal)                       NAVD 88
 LO0040
 LO0040  VERT ORDER      -  SECOND    CLASS 0
 LO0040
 LO0040.The horizontal coordinates were scaled from a map and have
 LO0040.an estimated accuracy of +/- 6 seconds.
 LO0040
 LO0040.The orthometric height was determined by differential leveling and
 LO0040.adjusted by the NATIONAL GEODETIC SURVEY
 LO0040.in June 1991.
 LO0040
 LO0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0040.GEOID18 height accuracy estimate available here.
 LO0040
 LO0040.Click photographs - Photos may exist for this station.
 LO0040
 LO0040.The dynamic height is computed by dividing the NAVD 88
 LO0040.geopotential number by the normal gravity value computed on the
 LO0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0040.degrees latitude (g = 980.6199 gals.).
 LO0040
 LO0040.The modeled gravity was interpolated from observed gravity values.
 LO0040
 LO0040;                    North         East    Units  Estimated Accuracy
 LO0040;SPC UT C     - 2,187,040.      615,130.      MT  (+/- 180 meters Scaled)
 LO0040
 LO0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK724292(NAD 83)
 LO0040
 LO0040                          SUPERSEDED SURVEY CONTROL
 LO0040
 LO0040  NGVD 29 (??/??/92) 1840.80   (m)         6039.4    (f) COMPUTED    2 0
 LO0040
 LO0040.Superseded values are not recommended for survey control.
 LO0040
 LO0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0040.See file dsdata.pdf to determine how the superseded data were derived.
 LO0040
 LO0040_MARKER: DB = BENCH MARK DISK
 LO0040_SETTING: 80 = SET IN A BOULDER
 LO0040_STAMPING: Q 52 1934
 LO0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0040+STABILITY: SURFACE MOTION
 LO0040
 LO0040  HISTORY     - Date     Condition        Report By
 LO0040  HISTORY     - 1934     MONUMENTED       CGS
 LO0040
 LO0040                          STATION DESCRIPTION
 LO0040
 LO0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0040'1.7 MI W FROM MYTON.
 LO0040'ABOUT 1.7 MILES WEST ALONG U.S. HIHGWAY 40 FROM THE HIGHWAY TURN AT
 LO0040'MYTON, DUCHESNE COUNTY, THENCE ABOUT 13.3 MILES SOUTH ALONG STATE
 LO0040'HIGHWAY 53.  IN A LARGE CANYON, AT THE WEST END OF AN ABANDONED
 LO0040'STONE-RIP RAPPED DAM, 15 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LO0040'AND IN THE TOP OF A SANDSTONE BOULDER.  A STANDARD DISK, STAMPED Q 52
 LO0040'1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0077 ***********************************************************************
 LO0077  DESIGNATION -  Q 53
 LO0077  PID         -  LO0077
 LO0077  STATE/COUNTY-  UT/DUCHESNE
 LO0077  COUNTRY     -  US
 LO0077  USGS QUAD   -  FRUITLAND (2017)
 LO0077
 LO0077                         *CURRENT SURVEY CONTROL
 LO0077  ______________________________________________________________________
 LO0077* NAD 83(1986) POSITION- 40 12 46.     (N) 110 50 23.     (W)   SCALED
 LO0077* NAVD 88 ORTHO HEIGHT -  2015.761 (meters)     6613.38  (feet) ADJUSTED
 LO0077  ______________________________________________________________________
 LO0077  GEOID HEIGHT    -        -16.002 (meters)                     GEOID18
 LO0077  DYNAMIC HEIGHT  -       2013.715 (meters)     6606.66  (feet) COMP
 LO0077  MODELED GRAVITY -    979,538.9   (mgal)                       NAVD 88
 LO0077
 LO0077  VERT ORDER      -  SECOND    CLASS 0
 LO0077
 LO0077.The horizontal coordinates were scaled from a map and have
 LO0077.an estimated accuracy of +/- 6 seconds.
 LO0077
 LO0077.The orthometric height was determined by differential leveling and
 LO0077.adjusted by the NATIONAL GEODETIC SURVEY
 LO0077.in June 1991.
 LO0077
 LO0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0077.GEOID18 height accuracy estimate available here.
 LO0077
 LO0077.Click photographs - Photos may exist for this station.
 LO0077
 LO0077.The dynamic height is computed by dividing the NAVD 88
 LO0077.geopotential number by the normal gravity value computed on the
 LO0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0077.degrees latitude (g = 980.6199 gals.).
 LO0077
 LO0077.The modeled gravity was interpolated from observed gravity values.
 LO0077
 LO0077;                    North         East    Units  Estimated Accuracy
 LO0077;SPC UT C     - 2,208,860.      556,200.      MT  (+/- 180 meters Scaled)
 LO0077
 LO0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK136513(NAD 83)
 LO0077
 LO0077                          SUPERSEDED SURVEY CONTROL
 LO0077
 LO0077  NGVD 29 (??/??/92) 2014.416  (m)         6608.96   (f) ADJ UNCH    2 0
 LO0077
 LO0077.Superseded values are not recommended for survey control.
 LO0077
 LO0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0077.See file dsdata.pdf to determine how the superseded data were derived.
 LO0077
 LO0077_MARKER: P = PIPE CAP
 LO0077_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0077_STAMPING: Q 53 1934
 LO0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0077
 LO0077  HISTORY     - Date     Condition        Report By
 LO0077  HISTORY     - 1934     MONUMENTED       BPR
 LO0077  HISTORY     - 1959     MARK NOT FOUND   USGS
 LO0077
 LO0077                          STATION DESCRIPTION
 LO0077
 LO0077'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO0077'IN FRUITLAND.
 LO0077'AT FRUITLAND, DUCHESNE COUNTY, AT A CROSSROADS ON U.S.  HIGHWAY 40,
 LO0077'WEST OF THE POST OFFICE, 36 FEET NORTH OF THE CENTERLINE OF THE
 LO0077'HIGHWAY, AND AT A FENCE CORNER.  A UNITED STATES BUREAU OF PUBLIC
 LO0077'ROADS STANDARD CAP, STAMPED Q 53 1934 AND FASTENED ON THE TOP OF A
 LO0077'3-INCH IRON PIPE SET IN CONCRETE AND PROJECTING 8 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0444 ***********************************************************************
 LO0444  DESIGNATION -  Q 54
 LO0444  PID         -  LO0444
 LO0444  STATE/COUNTY-  UT/UTAH
 LO0444  COUNTRY     -  US
 LO0444  USGS QUAD   -  BILLIES MOUNTAIN (2017)
 LO0444
 LO0444                         *CURRENT SURVEY CONTROL
 LO0444  ______________________________________________________________________
 LO0444* NAD 83(1986) POSITION- 40 02 40.     (N) 111 28 45.     (W)   SCALED
 LO0444* NAVD 88 ORTHO HEIGHT -  1550.599 (meters)     5087.26  (feet) ADJUSTED
 LO0444  ______________________________________________________________________
 LO0444  GEOID HEIGHT    -        -16.616 (meters)                     GEOID18
 LO0444  DYNAMIC HEIGHT  -       1549.181 (meters)     5082.60  (feet) COMP
 LO0444  MODELED GRAVITY -    979,657.4   (mgal)                       NAVD 88
 LO0444
 LO0444  VERT ORDER      -  SECOND    CLASS 0
 LO0444
 LO0444.The horizontal coordinates were scaled from a map and have
 LO0444.an estimated accuracy of +/- 6 seconds.
 LO0444
 LO0444.The orthometric height was determined by differential leveling and
 LO0444.adjusted by the NATIONAL GEODETIC SURVEY
 LO0444.in June 1991.
 LO0444
 LO0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0444.GEOID18 height accuracy estimate available here.
 LO0444
 LO0444.Click photographs - Photos may exist for this station.
 LO0444
 LO0444.The dynamic height is computed by dividing the NAVD 88
 LO0444.geopotential number by the normal gravity value computed on the
 LO0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0444.degrees latitude (g = 980.6199 gals.).
 LO0444
 LO0444.The modeled gravity was interpolated from observed gravity values.
 LO0444
 LO0444;                    North         East    Units  Estimated Accuracy
 LO0444;SPC UT C     - 2,189,970.      501,780.      MT  (+/- 180 meters Scaled)
 LO0444
 LO0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK591328(NAD 83)
 LO0444
 LO0444                          SUPERSEDED SURVEY CONTROL
 LO0444
 LO0444  NGVD 29 (??/??/92) 1549.534  (m)         5083.76   (f) ADJ UNCH    2 0
 LO0444
 LO0444.Superseded values are not recommended for survey control.
 LO0444
 LO0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0444.See file dsdata.pdf to determine how the superseded data were derived.
 LO0444
 LO0444_MARKER: DB = BENCH MARK DISK
 LO0444_SETTING: 80 = SET IN A BOULDER
 LO0444_STAMPING: Q 54 1934
 LO0444_MARK LOGO: CGS
 LO0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0444+STABILITY: SURFACE MOTION
 LO0444
 LO0444  HISTORY     - Date     Condition        Report By
 LO0444  HISTORY     - 1934     MONUMENTED       CGS
 LO0444
 LO0444                          STATION DESCRIPTION
 LO0444
 LO0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0444'4.5 MI NE FROM THISTLE.
 LO0444'4.5 MILES NORTHEAST ALONG THE ROAD LEADING TO THE STRAWBERRY RESERVOIR
 LO0444'FROM THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION AT THISTLE,
 LO0444'UTAH COUNTY, 2 MILES NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 50,
 LO0444'OPPOSITE A FARMHOUSE, 90 FEET WEST OF THE CENTER LINE OF THE ROAD, AND
 LO0444'IN A SANDSTONE BOULDER.  A STANDARD DISK, STAMPED Q 54 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0288 ***********************************************************************
 KN0288  DESIGNATION -  Q 55
 KN0288  PID         -  KN0288
 KN0288  STATE/COUNTY-  UT/JUAB
 KN0288  COUNTRY     -  US
 KN0288  USGS QUAD   -  SKINNER PEAKS (2017)
 KN0288
 KN0288                         *CURRENT SURVEY CONTROL
 KN0288  ______________________________________________________________________
 KN0288* NAD 83(1986) POSITION- 39 27 43.5    (N) 111 59 37.8    (W)   HD_HELD2
 KN0288* NAVD 88 ORTHO HEIGHT -  1562.040 (meters)     5124.79  (feet) ADJUSTED
 KN0288  ______________________________________________________________________
 KN0288  GEOID HEIGHT    -        -18.219 (meters)                     GEOID18
 KN0288  DYNAMIC HEIGHT  -       1560.542 (meters)     5119.88  (feet) COMP
 KN0288  MODELED GRAVITY -    979,613.5   (mgal)                       NAVD 88
 KN0288
 KN0288  VERT ORDER      -  SECOND    CLASS 0
 KN0288
 KN0288.The horizontal coordinates were established by autonomous hand held GPS
 KN0288.observations and have an estimated accuracy of +/- 10 meters.
 KN0288
 KN0288.The orthometric height was determined by differential leveling and
 KN0288.adjusted by the NATIONAL GEODETIC SURVEY
 KN0288.in June 1991.
 KN0288
 KN0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0288.GEOID18 height accuracy estimate available here.
 KN0288
 KN0288.Click photographs - Photos may exist for this station.
 KN0288
 KN0288.The dynamic height is computed by dividing the NAVD 88
 KN0288.geopotential number by the normal gravity value computed on the
 KN0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0288.degrees latitude (g = 980.6199 gals.).
 KN0288
 KN0288.The modeled gravity was interpolated from observed gravity values.
 KN0288
 KN0288;                    North         East    Units  Estimated Accuracy
 KN0288;SPC UT C     - 2,125,430.      457,504.      MT  (+/- 10 meters HH2 GPS)
 KN0288
 KN0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ1450368527(NAD 83)
 KN0288
 KN0288                          SUPERSEDED SURVEY CONTROL
 KN0288
 KN0288  NGVD 29 (??/??/92) 1560.863  (m)         5120.93   (f) ADJ UNCH    2 0
 KN0288
 KN0288.Superseded values are not recommended for survey control.
 KN0288
 KN0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0288.See file dsdata.pdf to determine how the superseded data were derived.
 KN0288
 KN0288_MARKER: DB = BENCH MARK DISK
 KN0288_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0288_SP_SET: CULVERT HEADWALL
 KN0288_STAMPING: Q 55 1934
 KN0288_MARK LOGO: CGS
 KN0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0288+STABILITY: SURFACE MOTION
 KN0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0288+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2010
 KN0288
 KN0288  HISTORY     - Date     Condition        Report By
 KN0288  HISTORY     - 1934     MONUMENTED       CGS
 KN0288  HISTORY     - 20101210 GOOD             GEOCAC
 KN0288
 KN0288                          STATION DESCRIPTION
 KN0288
 KN0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0288'4.8 MI S FROM JUAB.
 KN0288'4.8 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM JUAB, SOUTH OF A FEW
 KN0288'SCATTERED CEDAR TREES, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 KN0288'EAST HEAD WALL.
 KN0288
 KN0288                          STATION RECOVERY (2010)
 KN0288
 KN0288'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 KN0288'MARK BEARS 196 DEGREES 0.53 MI FROM WHERE UT 78 CRESTS THE RIDGE ABOUT
 KN0288'200 M SOUTH ON AN ANTENNA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0054 ***********************************************************************
 LP0054  DESIGNATION -  Q 56
 LP0054  PID         -  LP0054
 LP0054  STATE/COUNTY-  UT/UTAH
 LP0054  COUNTRY     -  US
 LP0054  USGS QUAD   -  CEDAR FORT (2017)
 LP0054
 LP0054                         *CURRENT SURVEY CONTROL
 LP0054  ______________________________________________________________________
 LP0054* NAD 83(1986) POSITION- 40 17 37.     (N) 112 05 54.     (W)   SCALED
 LP0054* NAVD 88 ORTHO HEIGHT -  1514.043 (meters)     4967.32  (feet) ADJUSTED
 LP0054  ______________________________________________________________________
 LP0054  GEOID HEIGHT    -        -17.332 (meters)                     GEOID18
 LP0054  DYNAMIC HEIGHT  -       1512.736 (meters)     4963.03  (feet) COMP
 LP0054  MODELED GRAVITY -    979,709.2   (mgal)                       NAVD 88
 LP0054
 LP0054  VERT ORDER      -  SECOND    CLASS 0
 LP0054
 LP0054.The horizontal coordinates were scaled from a map and have
 LP0054.an estimated accuracy of +/- 6 seconds.
 LP0054
 LP0054.The orthometric height was determined by differential leveling and
 LP0054.adjusted by the NATIONAL GEODETIC SURVEY
 LP0054.in June 1991.
 LP0054
 LP0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0054.GEOID18 height accuracy estimate available here.
 LP0054
 LP0054.Click photographs - Photos may exist for this station.
 LP0054
 LP0054.The dynamic height is computed by dividing the NAVD 88
 LP0054.geopotential number by the normal gravity value computed on the
 LP0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0054.degrees latitude (g = 980.6199 gals.).
 LP0054
 LP0054.The modeled gravity was interpolated from observed gravity values.
 LP0054
 LP0054;                    North         East    Units  Estimated Accuracy
 LP0054;SPC UT C     - 2,217,800.      449,130.      MT  (+/- 180 meters Scaled)
 LP0054
 LP0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK066609(NAD 83)
 LP0054
 LP0054                          SUPERSEDED SURVEY CONTROL
 LP0054
 LP0054  NGVD 29 (??/??/92) 1512.992  (m)         4963.87   (f) ADJ UNCH    2 0
 LP0054
 LP0054.Superseded values are not recommended for survey control.
 LP0054
 LP0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0054.See file dsdata.pdf to determine how the superseded data were derived.
 LP0054
 LP0054_MARKER: DB = BENCH MARK DISK
 LP0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0054_STAMPING: Q 56 1934
 LP0054_MARK LOGO: CGS
 LP0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0054+STABILITY: SURFACE MOTION
 LP0054
 LP0054  HISTORY     - Date     Condition        Report By
 LP0054  HISTORY     - 1934     MONUMENTED       CGS
 LP0054  HISTORY     - 1967     MARK NOT FOUND   USGS
 LP0054
 LP0054                          STATION DESCRIPTION
 LP0054
 LP0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0054'12.4 MI NE FROM TOPLIFF.
 LP0054'IN UTAH COUNTY, 12.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD
 LP0054'FROM THE WATER TANK AT TOPLIFF, TOOELE COUNTY, AT FLOYD SIDING, 7
 LP0054'POLES WEST OF MILEPOST 17, AT A ROAD CROSSING, 80 FEET SOUTH OF THE
 LP0054'CENTERLINE OF THE TRACK, AND 16 FEET WEST OF THE CENTERLINE OF THE
 LP0054'ROAD.  A STANDARD DISK, STAMPED Q 56 1934 AND SET IN THE TOP OF A
 LP0054'CONCRETE POST.
 LP0054
 LP0054                          STATION RECOVERY (1967)
 LP0054
 LP0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LP0054'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0149 ***********************************************************************
 HO0149  DESIGNATION -  Q 57
 HO0149  PID         -  HO0149
 HO0149  STATE/COUNTY-  UT/WASHINGTON
 HO0149  COUNTRY     -  US
 HO0149  USGS QUAD   -  SPRINGDALE EAST (2017)
 HO0149
 HO0149                         *CURRENT SURVEY CONTROL
 HO0149  ______________________________________________________________________
 HO0149* NAD 83(1986) POSITION- 37 13 05.64   (N) 112 55 17.76   (W)   HD_HELD1
 HO0149* NAVD 88 ORTHO HEIGHT -  1608.979 (meters)     5278.79  (feet) ADJUSTED
 HO0149  ______________________________________________________________________
 HO0149  GEOID HEIGHT    -        -22.223 (meters)                     GEOID18
 HO0149  DYNAMIC HEIGHT  -       1607.108 (meters)     5272.65  (feet) COMP
 HO0149  MODELED GRAVITY -    979,411.2   (mgal)                       NAVD 88
 HO0149
 HO0149  VERT ORDER      -  FIRST     CLASS II
 HO0149
 HO0149.The horizontal coordinates were determined by differentially corrected
 HO0149.hand held GPS observations or other comparable positioning techniques
 HO0149.and have an estimated accuracy of +/- 3 meters.
 HO0149
 HO0149.The orthometric height was determined by differential leveling and
 HO0149.adjusted by the NATIONAL GEODETIC SURVEY
 HO0149.in June 1991.
 HO0149
 HO0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0149.GEOID18 height accuracy estimate available here.
 HO0149
 HO0149.Click photographs - Photos may exist for this station.
 HO0149
 HO0149.The dynamic height is computed by dividing the NAVD 88
 HO0149.geopotential number by the normal gravity value computed on the
 HO0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0149.degrees latitude (g = 980.6199 gals.).
 HO0149
 HO0149.The modeled gravity was interpolated from observed gravity values.
 HO0149
 HO0149;                    North         East    Units  Estimated Accuracy
 HO0149;SPC UT S     - 3,062,173.8     373,828.5     MT  (+/- 3 meters HH1 GPS) 
 HO0149
 HO0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG2950420811(NAD 83)
 HO0149
 HO0149                          SUPERSEDED SURVEY CONTROL
 HO0149
 HO0149.No superseded survey control is available for this station.
 HO0149
 HO0149_MARKER: DB = BENCH MARK DISK
 HO0149_SETTING: 66 = SET IN ROCK OUTCROP
 HO0149_STAMPING: Q 57 1934
 HO0149_MARK LOGO: CGS
 HO0149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0149+STABILITY: POSITION/ELEVATION WELL
 HO0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0149+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2012
 HO0149
 HO0149  HISTORY     - Date     Condition        Report By
 HO0149  HISTORY     - 1934     MONUMENTED       CGS
 HO0149  HISTORY     - 1983     GOOD             NGS
 HO0149  HISTORY     - 1988     GOOD             USPSQD
 HO0149  HISTORY     - 20120611 GOOD             GEOCAC
 HO0149
 HO0149                          STATION DESCRIPTION
 HO0149
 HO0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0149'11.8 MI NE FROM ROCKVILLE.
 HO0149'11.8 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM ROCKVILLE, WASHINGTON
 HO0149'COUNTY, 130 FEET EAST OF THE EAST ENTRANCE TO A SMALL TUNNEL ON THE
 HO0149'ZION HIGHWAY, 68 FEET EAST OF THE CENTERLINE OF A QUADRUPLE 3-FOOT
 HO0149'CORRUGATED IRON PIPE CULVERT, 24 FEET SOUTH OF THE CENTERLINE OF THE
 HO0149'HIGHWAY, IN THE TOP OF A RED SANDSTONE OUTCROP, AND 15 FEET EAST OF
 HO0149'THE WEST END.  A STANDARD DISK, STAMPED Q 57 1934.
 HO0149
 HO0149                          STATION RECOVERY (1983)
 HO0149
 HO0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0149'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.8 KM
 HO0149'(8.55 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF LATTER DAY
 HO0149'SAINTS IN SPRINGDALE, IN TOP OF AND 4.5 METERS (15 FT) EAST OF THE
 HO0149'WEST END OF A 12- BY 33-FOOT SANDSTONE OUTCROP PROJECTING 1.5 FEET
 HO0149'ABOVE THE SOUTH SHOULDER OF THE HIGHWAY, 7.3 METERS (24 FT) SOUTH OF
 HO0149'THE HIGHWAY CENTERLINE, 39.6 METERS (130 FT) EAST OF THE NORTHEAST END
 HO0149'OF THE 0.15 MILE TUNNEL, 2.7 METERS (9 FT) NORTH OF THE SOUTH EDGE OF
 HO0149'THE OUTCROP.
 HO0149'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HO0149
 HO0149                          STATION RECOVERY (1988)
 HO0149
 HO0149'RECOVERY NOTE BY US POWER SQUADRON 1988 (TM)
 HO0149'RECOVERED IN GOOD CONDITION.
 HO0149
 HO0149                          STATION RECOVERY (2012)
 HO0149
 HO0149'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0149'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0262 ***********************************************************************
 HO0262  DESIGNATION -  Q 58
 HO0262  PID         -  HO0262
 HO0262  STATE/COUNTY-  UT/WASHINGTON
 HO0262  COUNTRY     -  US
 HO0262  USGS QUAD   -  SAINT GEORGE (2017)
 HO0262
 HO0262                         *CURRENT SURVEY CONTROL
 HO0262  ______________________________________________________________________
 HO0262* NAD 83(1986) POSITION- 37 07 05.     (N) 113 33 30.     (W)   SCALED
 HO0262* NAVD 88 ORTHO HEIGHT -   891.530 (meters)     2924.96  (feet) ADJUSTED
 HO0262  ______________________________________________________________________
 HO0262  GEOID HEIGHT    -        -24.464 (meters)                     GEOID18
 HO0262  DYNAMIC HEIGHT  -        890.622 (meters)     2921.98  (feet) COMP
 HO0262  MODELED GRAVITY -    979,583.7   (mgal)                       NAVD 88
 HO0262
 HO0262  VERT ORDER      -  SECOND    CLASS 0
 HO0262
 HO0262.The horizontal coordinates were scaled from a map and have
 HO0262.an estimated accuracy of +/- 6 seconds.
 HO0262
 HO0262.The orthometric height was determined by differential leveling and
 HO0262.adjusted by the NATIONAL GEODETIC SURVEY
 HO0262.in June 1991.
 HO0262
 HO0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0262.GEOID18 height accuracy estimate available here.
 HO0262
 HO0262.Click photographs - Photos may exist for this station.
 HO0262
 HO0262.The dynamic height is computed by dividing the NAVD 88
 HO0262.geopotential number by the normal gravity value computed on the
 HO0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0262.degrees latitude (g = 980.6199 gals.).
 HO0262
 HO0262.The modeled gravity was interpolated from observed gravity values.
 HO0262
 HO0262;                    North         East    Units  Estimated Accuracy
 HO0262;SPC UT S     - 3,052,110.      317,080.      MT  (+/- 180 meters Scaled)
 HO0262
 HO0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG727110(NAD 83)
 HO0262
 HO0262                          SUPERSEDED SURVEY CONTROL
 HO0262
 HO0262  NGVD 29 (??/??/92)  890.66   (m)         2922.1    (f) COMPUTED    2 0
 HO0262
 HO0262.Superseded values are not recommended for survey control.
 HO0262
 HO0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0262.See file dsdata.pdf to determine how the superseded data were derived.
 HO0262
 HO0262_MARKER: DB = BENCH MARK DISK
 HO0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0262_STAMPING: Q 58 1934
 HO0262_MARK LOGO: CGS
 HO0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0262+STABILITY: SURFACE MOTION
 HO0262
 HO0262  HISTORY     - Date     Condition        Report By
 HO0262  HISTORY     - 1934     MONUMENTED       CGS
 HO0262  HISTORY     - 1938     GOOD             CGS
 HO0262  HISTORY     - 1954     POOR             USGS
 HO0262  HISTORY     - 1979     MARK NOT FOUND   USGS
 HO0262  HISTORY     - 1982     MARK NOT FOUND   NGS
 HO0262
 HO0262                          STATION DESCRIPTION
 HO0262
 HO0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 HO0262'1.7 MI NE FROM ST GEORGE.
 HO0262'1.7 MILES NE OF COURT HOUSE ALONG HIGHWAY U.S. NO. 91 AND AT JUNCTION
 HO0262'WITH STATE HIGHWAY NO. 18, WHICH LEADS NORTHERLY TO ENTERPRISE AND
 HO0262'MODENA.  47 FEET SE OF CENTERLINE OF HIGHWAY AND 7 FEET NW OF A LARGE
 HO0262'SIGN VICO PRODUCTS.  A STANDARD DISK IN TOP OF CONCRETE POST.  NOTE--
 HO0262'THIS MARK HAS BEEN HIT BY HEAVY EQUIPMENT AND SLIGHTLY TIPPED.  IT
 HO0262'APPEARS TO HAVE BEEN DISTURBED ONLY A COUPLE OF TENTHS OF A FOOT.
 HO0262
 HO0262                          STATION RECOVERY (1954)
 HO0262
 HO0262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 HO0262'MARK RECOVERED IN POOR CONDITION.
 HO0262
 HO0262                          STATION RECOVERY (1979)
 HO0262
 HO0262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HO0262'MARK NOT FOUND.
 HO0262
 HO0262                          STATION RECOVERY (1982)
 HO0262
 HO0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0262'NOT RECOVERED, AREA HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0431 ***********************************************************************
 MS0431  DESIGNATION -  Q 59
 MS0431  PID         -  MS0431
 MS0431  STATE/COUNTY-  UT/BOX ELDER
 MS0431  COUNTRY     -  US
 MS0431  USGS QUAD   -  INGHAM CANYON (2017)
 MS0431
 MS0431                         *CURRENT SURVEY CONTROL
 MS0431  ______________________________________________________________________
 MS0431* NAD 83(1986) POSITION- 41 43 58.     (N) 113 52 09.     (W)   SCALED
 MS0431* NAVD 88 ORTHO HEIGHT -  1656.069 (meters)     5433.29  (feet) ADJUSTED
 MS0431  ______________________________________________________________________
 MS0431  GEOID HEIGHT    -        -15.525 (meters)                     GEOID18
 MS0431  DYNAMIC HEIGHT  -       1654.817 (meters)     5429.18  (feet) COMP
 MS0431  MODELED GRAVITY -    979,808.5   (mgal)                       NAVD 88
 MS0431
 MS0431  VERT ORDER      -  FIRST     CLASS II
 MS0431
 MS0431.The horizontal coordinates were scaled from a map and have
 MS0431.an estimated accuracy of +/- 6 seconds.
 MS0431
 MS0431.The orthometric height was determined by differential leveling and
 MS0431.adjusted by the NATIONAL GEODETIC SURVEY
 MS0431.in June 1991.
 MS0431
 MS0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0431.GEOID18 height accuracy estimate available here.
 MS0431
 MS0431.Click photographs - Photos may exist for this station.
 MS0431
 MS0431.The dynamic height is computed by dividing the NAVD 88
 MS0431.geopotential number by the normal gravity value computed on the
 MS0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0431.degrees latitude (g = 980.6199 gals.).
 MS0431
 MS0431.The modeled gravity was interpolated from observed gravity values.
 MS0431
 MS0431;                    North         East    Units  Estimated Accuracy
 MS0431;SPC UT N     - 1,158,100.      302,920.      MT  (+/- 180 meters Scaled)
 MS0431
 MS0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM613240(NAD 83)
 MS0431
 MS0431                          SUPERSEDED SURVEY CONTROL
 MS0431
 MS0431  NGVD 29 (??/??/92) 1654.918  (m)         5429.51   (f) ADJ UNCH    1 2
 MS0431
 MS0431.Superseded values are not recommended for survey control.
 MS0431
 MS0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0431.See file dsdata.pdf to determine how the superseded data were derived.
 MS0431
 MS0431_MARKER: DB = BENCH MARK DISK
 MS0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0431_STAMPING: Q 59 1934
 MS0431_MARK LOGO: CGS
 MS0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0431+STABILITY: SURFACE MOTION
 MS0431
 MS0431  HISTORY     - Date     Condition        Report By
 MS0431  HISTORY     - 1934     MONUMENTED       CGS
 MS0431  HISTORY     - 1951     GOOD             CGS
 MS0431
 MS0431                          STATION DESCRIPTION
 MS0431
 MS0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0431'1.9 MI N FROM GROUSE CREEK.
 MS0431'1.9 MILES NORTH ALONG GROUSE CREEK ROAD FROM THE PUBLIC SCHOOL AT
 MS0431'GROUSE CREEK, BOX ELDER COUNTY, 270 FEET SOUTH OF THE SOUTH END OF A
 MS0431'CONCRETE WATER TANK, 87 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 MS0431'E. S. FROST RANCH HOUSE, 16 FEET EAST OF THE CENTERLINE OF THE ROAD,
 MS0431'AND 5 FEET WEST OF THE NORTHWEST CORNER OF THE YARD FENCE.  A STANDARD
 MS0431'DISK, STAMPED Q 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MS0431
 MS0431                          STATION RECOVERY (1951)
 MS0431
 MS0431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 MS0431'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0280 ***********************************************************************
 MR0280  DESIGNATION -  Q 61
 MR0280  PID         -  MR0280
 MR0280  STATE/COUNTY-  UT/RICH
 MR0280  COUNTRY     -  US
 MR0280  USGS QUAD   -  WOODRUFF (2017)
 MR0280
 MR0280                         *CURRENT SURVEY CONTROL
 MR0280  ______________________________________________________________________
 MR0280* NAD 83(1986) POSITION- 41 30 36.1    (N) 111 07 48.7    (W)   HD_HELD2
 MR0280* NAVD 88 ORTHO HEIGHT -  1921.293 (meters)     6303.44  (feet) ADJUSTED
 MR0280  ______________________________________________________________________
 MR0280  GEOID HEIGHT    -        -15.198 (meters)                     GEOID18
 MR0280  DYNAMIC HEIGHT  -       1919.608 (meters)     6297.91  (feet) COMP
 MR0280  MODELED GRAVITY -    979,678.6   (mgal)                       NAVD 88
 MR0280
 MR0280  VERT ORDER      -  SECOND    CLASS 0
 MR0280
 MR0280.The horizontal coordinates were established by autonomous hand held GPS
 MR0280.observations and have an estimated accuracy of +/- 10 meters.
 MR0280
 MR0280.The orthometric height was determined by differential leveling and
 MR0280.adjusted by the NATIONAL GEODETIC SURVEY
 MR0280.in June 1991.
 MR0280
 MR0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0280.GEOID18 height accuracy estimate available here.
 MR0280
 MR0280.Click photographs - Photos may exist for this station.
 MR0280
 MR0280.The dynamic height is computed by dividing the NAVD 88
 MR0280.geopotential number by the normal gravity value computed on the
 MR0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0280.degrees latitude (g = 980.6199 gals.).
 MR0280
 MR0280.The modeled gravity was interpolated from observed gravity values.
 MR0280
 MR0280;                    North         East    Units  Estimated Accuracy
 MR0280;SPC UT N     - 1,130,739.      530,871.      MT  (+/- 10 meters HH2 GPS)
 MR0280
 MR0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL8913595385(NAD 83)
 MR0280
 MR0280                          SUPERSEDED SURVEY CONTROL
 MR0280
 MR0280  NGVD 29 (??/??/92) 1919.952  (m)         6299.04   (f) ADJ UNCH    2 0
 MR0280
 MR0280.Superseded values are not recommended for survey control.
 MR0280
 MR0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0280.See file dsdata.pdf to determine how the superseded data were derived.
 MR0280
 MR0280_MARKER: DB = BENCH MARK DISK
 MR0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0280_STAMPING: Q 61 1934
 MR0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0280+STABILITY: SURFACE MOTION
 MR0280
 MR0280  HISTORY     - Date     Condition        Report By
 MR0280  HISTORY     - 1934     MONUMENTED       CGS
 MR0280  HISTORY     - 1968     GOOD             USGS
 MR0280  HISTORY     - 20101212 POOR             GEOCAC
 MR0280
 MR0280                          STATION DESCRIPTION
 MR0280
 MR0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0280'2.2 MI E FROM WOODRUFF.
 MR0280'2.2 MILES EAST ALONG STATE HIGHWAY 3 FROM THE SCHOOLHOUSE, ABOUT 600
 MR0280'FEET NORTHWEST OF A WOODEN BRIDGE, 18 FEET NORTHWEST OF THE CENTER
 MR0280'LINE OF A GATEWAY TO A HAY FIELD, 63 FEET SOUTHWEST OF THE CENTER LINE
 MR0280'OF THE HIGHWAY, 15 FEET SOUTH OF A POLE, AND 3 FEET NORTHEAST OF A
 MR0280'FENCE, AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- SEPTEMBER
 MR0280'1968-USGS REPORT--WOODRUFF SCHOOL, 2.1 MILES ESE OF ALONG STATE
 MR0280'HIGHWAY 16.
 MR0280
 MR0280                          STATION RECOVERY (1968)
 MR0280
 MR0280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MR0280'RECOVERED IN GOOD CONDITION.
 MR0280
 MR0280                          STATION RECOVERY (2010)
 MR0280
 MR0280'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 MR0280'MARK IS NOW IN THE CENTER OF A GATE IN A NORTH-SOUTH FENCE AND IS
 MR0280'SLIGHTLY LOOSE AND TIPPED BY FROST HEAVES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0310 ***********************************************************************
 LN0310  DESIGNATION -  Q 64
 LN0310  PID         -  LN0310
 LN0310  STATE/COUNTY-  UT/UINTAH
 LN0310  COUNTRY     -  US
 LN0310  USGS QUAD   -  ROOSEVELT (2017)
 LN0310
 LN0310                         *CURRENT SURVEY CONTROL
 LN0310  ______________________________________________________________________
 LN0310* NAD 83(1986) POSITION- 40 18 09.1    (N) 109 57 15.6    (W)   HD_HELD2
 LN0310* NAVD 88 ORTHO HEIGHT -  1538.894 (meters)     5048.85  (feet) ADJUSTED
 LN0310  ______________________________________________________________________
 LN0310  GEOID HEIGHT    -        -17.490 (meters)                     GEOID18
 LN0310  DYNAMIC HEIGHT  -       1537.468 (meters)     5044.18  (feet) COMP
 LN0310  MODELED GRAVITY -    979,646.1   (mgal)                       NAVD 88
 LN0310
 LN0310  VERT ORDER      -  FIRST     CLASS II
 LN0310
 LN0310.The horizontal coordinates were established by autonomous hand held GPS
 LN0310.observations and have an estimated accuracy of +/- 10 meters.
 LN0310
 LN0310.The orthometric height was determined by differential leveling and
 LN0310.adjusted by the NATIONAL GEODETIC SURVEY
 LN0310.in June 1991.
 LN0310
 LN0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0310.GEOID18 height accuracy estimate available here.
 LN0310
 LN0310.Click photographs - Photos may exist for this station.
 LN0310
 LN0310.The dynamic height is computed by dividing the NAVD 88
 LN0310.geopotential number by the normal gravity value computed on the
 LN0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0310.degrees latitude (g = 980.6199 gals.).
 LN0310
 LN0310.The modeled gravity was interpolated from observed gravity values.
 LN0310
 LN0310;                    North         East    Units  Estimated Accuracy
 LN0310;SPC UT C     - 2,219,756.      631,391.      MT  (+/- 10 meters HH2 GPS)
 LN0310
 LN0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK8886361860(NAD 83)
 LN0310
 LN0310                          SUPERSEDED SURVEY CONTROL
 LN0310
 LN0310  NGVD 29 (??/??/92) 1537.668  (m)         5044.83   (f) ADJ UNCH    1 2
 LN0310
 LN0310.Superseded values are not recommended for survey control.
 LN0310
 LN0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0310.See file dsdata.pdf to determine how the superseded data were derived.
 LN0310
 LN0310_MARKER: DB = BENCH MARK DISK
 LN0310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LN0310_SP_SET: BUILDING FOOTING
 LN0310_STAMPING: Q 64 1934
 LN0310_MARK LOGO: CGS
 LN0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LN0310+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2009
 LN0310
 LN0310  HISTORY     - Date     Condition        Report By
 LN0310  HISTORY     - 1934     MONUMENTED       CGS
 LN0310  HISTORY     - 1963     MARK NOT FOUND   CGS
 LN0310  HISTORY     - 20091021 GOOD             GEOCAC
 LN0310
 LN0310                          STATION DESCRIPTION
 LN0310
 LN0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0310'2.0 MI E FROM ROOSEVELT.
 LN0310'IN UINTAH COUNTY, 2.0 MILES EAST ALONG U.S. HIGHWAY 40 FROM ROOSEVELT,
 LN0310'DUCHESNE COUNTY, AT THE WILSON SCHOOL, 1.5 FEET WEST OF THE SOUTHEAST
 LN0310'CORNER, AND IN THE TOP OF THE STONE FOOTING.  A STANDARD DISK, STAMPED
 LN0310'Q 64 1934.
 LN0310
 LN0310                          STATION RECOVERY (1963)
 LN0310
 LN0310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LN0310'MARK NOT FOUND.
 LN0310
 LN0310                          STATION RECOVERY (2009)
 LN0310
 LN0310'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LN0310'BUILDING IS NOW A LIVESTOCK HANDLING FACILITY OWNED BY A LOCAL
 LN0310'RANCHER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0104 ***********************************************************************
 KN0104  DESIGNATION -  Q 65
 KN0104  PID         -  KN0104
 KN0104  STATE/COUNTY-  UT/DUCHESNE
 KN0104  COUNTRY     -  US
 KN0104  USGS QUAD   -  JONES HOLLOW (2017)
 KN0104
 KN0104                         *CURRENT SURVEY CONTROL
 KN0104  ______________________________________________________________________
 KN0104* NAD 83(1986) POSITION- 39 56 51.     (N) 110 39 27.     (W)   SCALED
 KN0104* NAVD 88 ORTHO HEIGHT -  2256.662 (meters)     7403.73  (feet) POSTED
 KN0104  ______________________________________________________________________
 KN0104  GEOID HEIGHT    -        -16.151 (meters)                     GEOID18
 KN0104  DYNAMIC HEIGHT  -       2254.26  (meters)     7395.9   (feet) COMP
 KN0104  MODELED GRAVITY -    979,482.7   (mgal)                       NAVD 88
 KN0104
 KN0104  VERT ORDER      -  * POSTED, SEE BELOW
 KN0104
 KN0104.The horizontal coordinates were scaled from a map and have
 KN0104.an estimated accuracy of +/- 6 seconds.
 KN0104
 KN0104.The orthometric height was determined by differential leveling
 KN0104.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KN0104
 KN0104.* This is a POSTED BENCH MARK height.
 KN0104
 KN0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0104.GEOID18 height accuracy estimate available here.
 KN0104
 KN0104.Click photographs - Photos may exist for this station.
 KN0104
 KN0104.The dynamic height is computed by dividing the NAVD 88
 KN0104.geopotential number by the normal gravity value computed on the
 KN0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0104.degrees latitude (g = 980.6199 gals.).
 KN0104
 KN0104.The modeled gravity was interpolated from observed gravity values.
 KN0104
 KN0104;                    North         East    Units  Estimated Accuracy
 KN0104;SPC UT C     - 2,179,540.      571,990.      MT  (+/- 180 meters Scaled)
 KN0104
 KN0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK292219(NAD 83)
 KN0104
 KN0104                          SUPERSEDED SURVEY CONTROL
 KN0104
 KN0104  NGVD 29 (??/??/92) 2255.289  (m)         7399.23   (f) ADJ UNCH    1 2
 KN0104
 KN0104.Superseded values are not recommended for survey control.
 KN0104
 KN0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0104.See file dsdata.pdf to determine how the superseded data were derived.
 KN0104
 KN0104_MARKER: DB = BENCH MARK DISK
 KN0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0104_STAMPING: Q 65 1934
 KN0104_MARK LOGO: CGS
 KN0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0104+STABILITY: SURFACE MOTION
 KN0104
 KN0104  HISTORY     - Date     Condition        Report By
 KN0104  HISTORY     - 1934     MONUMENTED       CGS
 KN0104  HISTORY     - 1966     MARK NOT FOUND   USGS
 KN0104
 KN0104                          STATION DESCRIPTION
 KN0104
 KN0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0104'21.6 MI SW FROM DUCHESNE.
 KN0104'21.6 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM DUCHESNE, DUCHESNE
 KN0104'COUNTY, 50 YARDS EAST OF POLE 1629, 26 FEET SOUTH OF THE MIDDLE OF A
 KN0104'24-INCH PIPE CULVERT, AND 23.3 FEET EAST OF THE CENTER LINE OF THE
 KN0104'HIGHWAY.  A STANDARD DISK, STAMPED Q 65 1934 AND SET IN THE TOP OF A
 KN0104'CONCRETE POST.
 KN0104
 KN0104                          STATION RECOVERY (1966)
 KN0104
 KN0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0104'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0140 ***********************************************************************
 LP0140  DESIGNATION -  Q 67
 LP0140  PID         -  LP0140
 LP0140  STATE/COUNTY-  UT/TOOELE
 LP0140  COUNTRY     -  US
 LP0140  USGS QUAD   -  DUGWAY PROVING GROUND NW (2017)
 LP0140
 LP0140                         *CURRENT SURVEY CONTROL
 LP0140  ______________________________________________________________________
 LP0140* NAD 83(1986) POSITION- 40 10 23.90   (N) 113 14 21.35   (W)   HD_HELD1
 LP0140* NAVD 88 ORTHO HEIGHT -  1310.116 (meters)     4298.27  (feet) ADJUSTED
 LP0140  ______________________________________________________________________
 LP0140  GEOID HEIGHT    -        -18.826 (meters)                     GEOID18
 LP0140  DYNAMIC HEIGHT  -       1309.018 (meters)     4294.67  (feet) COMP
 LP0140  MODELED GRAVITY -    979,742.3   (mgal)                       NAVD 88
 LP0140
 LP0140  VERT ORDER      -  FIRST     CLASS II
 LP0140
 LP0140.The horizontal coordinates were determined by differentially corrected
 LP0140.hand held GPS observations or other comparable positioning techniques
 LP0140.and have an estimated accuracy of +/- 3 meters.
 LP0140
 LP0140.The orthometric height was determined by differential leveling and
 LP0140.adjusted by the NATIONAL GEODETIC SURVEY
 LP0140.in June 1991.
 LP0140
 LP0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0140.GEOID18 height accuracy estimate available here.
 LP0140
 LP0140.Click photographs - Photos may exist for this station.
 LP0140
 LP0140.The dynamic height is computed by dividing the NAVD 88
 LP0140.geopotential number by the normal gravity value computed on the
 LP0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0140.degrees latitude (g = 980.6199 gals.).
 LP0140
 LP0140.The modeled gravity was interpolated from observed gravity values.
 LP0140
 LP0140;                    North         East    Units  Estimated Accuracy
 LP0140;SPC UT C     - 2,205,713.0     351,875.5     MT  (+/- 3 meters HH1 GPS) 
 LP0140
 LP0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK0933249396(NAD 83)
 LP0140
 LP0140                          SUPERSEDED SURVEY CONTROL
 LP0140
 LP0140  NGVD 29 (??/??/92) 1309.072  (m)         4294.85   (f) ADJ UNCH    1 2
 LP0140
 LP0140.Superseded values are not recommended for survey control.
 LP0140
 LP0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0140.See file dsdata.pdf to determine how the superseded data were derived.
 LP0140
 LP0140_MARKER: DB = BENCH MARK DISK
 LP0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0140_STAMPING: Q 67 1934
 LP0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0140+STABILITY: SURFACE MOTION
 LP0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0140+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2016
 LP0140
 LP0140  HISTORY     - Date     Condition        Report By
 LP0140  HISTORY     - 1934     MONUMENTED       CGS
 LP0140  HISTORY     - 20160406 GOOD             INDIV
 LP0140
 LP0140                          STATION DESCRIPTION
 LP0140
 LP0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0140'32.1 MI W FROM ORRS RANCH.
 LP0140'ABOUT 32.1 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0140'TOOELE COUNTY, AND 51 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY. A
 LP0140'STANDARD DISK, STAMPED Q 67 1934 AND SET IN THE TOP OF A CONCRETE
 LP0140'POST.
 LP0140
 LP0140                          STATION RECOVERY (2016)
 LP0140
 LP0140'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (TS)
 LP0140'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0182 ***********************************************************************
 LP0182  DESIGNATION -  Q 68
 LP0182  PID         -  LP0182
 LP0182  STATE/COUNTY-  UT/TOOELE
 LP0182  COUNTRY     -  US
 LP0182  USGS QUAD   -  IBAPAH (2017)
 LP0182
 LP0182                         *CURRENT SURVEY CONTROL
 LP0182  ______________________________________________________________________
 LP0182* NAD 83(1986) POSITION- 40 02 11.     (N) 113 59 00.     (W)   SCALED
 LP0182* NAVD 88 ORTHO HEIGHT -  1613.111 (meters)     5292.35  (feet) ADJUSTED
 LP0182  ______________________________________________________________________
 LP0182  GEOID HEIGHT    -        -19.031 (meters)                     GEOID18
 LP0182  DYNAMIC HEIGHT  -       1611.632 (meters)     5287.50  (feet) COMP
 LP0182  MODELED GRAVITY -    979,651.9   (mgal)                       NAVD 88
 LP0182
 LP0182  VERT ORDER      -  FIRST     CLASS II
 LP0182
 LP0182.The horizontal coordinates were scaled from a map and have
 LP0182.an estimated accuracy of +/- 6 seconds.
 LP0182
 LP0182.The orthometric height was determined by differential leveling and
 LP0182.adjusted by the NATIONAL GEODETIC SURVEY
 LP0182.in June 1991.
 LP0182
 LP0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0182.GEOID18 height accuracy estimate available here.
 LP0182
 LP0182.Click photographs - Photos may exist for this station.
 LP0182
 LP0182.The dynamic height is computed by dividing the NAVD 88
 LP0182.geopotential number by the normal gravity value computed on the
 LP0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0182.degrees latitude (g = 980.6199 gals.).
 LP0182
 LP0182.The modeled gravity was interpolated from observed gravity values.
 LP0182
 LP0182;                    North         East    Units  Estimated Accuracy
 LP0182;SPC UT C     - 2,192,010.      288,100.      MT  (+/- 180 meters Scaled)
 LP0182
 LP0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK454360(NAD 83)
 LP0182
 LP0182                          SUPERSEDED SURVEY CONTROL
 LP0182
 LP0182  NGVD 29 (??/??/92) 1611.987  (m)         5288.66   (f) ADJ UNCH    1 2
 LP0182
 LP0182.Superseded values are not recommended for survey control.
 LP0182
 LP0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0182.See file dsdata.pdf to determine how the superseded data were derived.
 LP0182
 LP0182_MARKER: DB = BENCH MARK DISK
 LP0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0182_STAMPING: Q 68 1934
 LP0182_MARK LOGO: CGS
 LP0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0182+STABILITY: SURFACE MOTION
 LP0182
 LP0182  HISTORY     - Date     Condition        Report By
 LP0182  HISTORY     - 1934     MONUMENTED       CGS
 LP0182  HISTORY     - 1974     GOOD             NGS
 LP0182
 LP0182                          STATION DESCRIPTION
 LP0182
 LP0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0182'IN IBAPAH.
 LP0182'AT IBAPAH, TOOELE COUNTY, 182 FEET WEST OF THE NORTHWEST CORNER OF THE
 LP0182'POST OFFICE, ABOUT 336 FEET SOUTHWEST OF P 25 (USGS), DESCRIBED ABOVE,
 LP0182'55 FEET SOUTHWEST OF THE INTERSECTION OF THE ROAD LEADING TO THE
 LP0182'GOSHUTE INDIAN RESERVATION, AND 52 FEET NORTHWEST OF THE CENTER LINE
 LP0182'OF THE HIGHWAY.  A STANDARD DISK, STAMPED Q 68 1934 AND SET IN THE TOP
 LP0182'OF A CONCRETE POST.
 LP0182
 LP0182                          STATION RECOVERY (1974)
 LP0182
 LP0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LP0182'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0334 ***********************************************************************
 KO0334  DESIGNATION -  Q 74
 KO0334  PID         -  KO0334
 KO0334  STATE/COUNTY-  UT/MILLARD
 KO0334  COUNTRY     -  US
 KO0334  USGS QUAD   -  NORTH KNOLL SPRING (2017)
 KO0334
 KO0334                         *CURRENT SURVEY CONTROL
 KO0334  ______________________________________________________________________
 KO0334* NAD 83(1986) POSITION- 39 15 17.     (N) 113 51 43.     (W)   SCALED
 KO0334* NAVD 88 ORTHO HEIGHT -  1493.347 (meters)     4899.42  (feet) ADJUSTED
 KO0334  ______________________________________________________________________
 KO0334  GEOID HEIGHT    -        -20.153 (meters)                     GEOID18
 KO0334  DYNAMIC HEIGHT  -       1491.933 (meters)     4894.78  (feet) COMP
 KO0334  MODELED GRAVITY -    979,627.9   (mgal)                       NAVD 88
 KO0334
 KO0334  VERT ORDER      -  SECOND    CLASS 0
 KO0334
 KO0334.The horizontal coordinates were scaled from a map and have
 KO0334.an estimated accuracy of +/- 6 seconds.
 KO0334
 KO0334.The orthometric height was determined by differential leveling and
 KO0334.adjusted by the NATIONAL GEODETIC SURVEY
 KO0334.in June 1991.
 KO0334
 KO0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0334.GEOID18 height accuracy estimate available here.
 KO0334
 KO0334.Click photographs - Photos may exist for this station.
 KO0334
 KO0334.The dynamic height is computed by dividing the NAVD 88
 KO0334.geopotential number by the normal gravity value computed on the
 KO0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0334.degrees latitude (g = 980.6199 gals.).
 KO0334
 KO0334.The modeled gravity was interpolated from observed gravity values.
 KO0334
 KO0334;                    North         East    Units  Estimated Accuracy
 KO0334;SPC UT C     - 2,104,980.      296,160.      MT  (+/- 180 meters Scaled)
 KO0334
 KO0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ530489(NAD 83)
 KO0334
 KO0334                          SUPERSEDED SURVEY CONTROL
 KO0334
 KO0334  NGVD 29 (??/??/92) 1492.266  (m)         4895.88   (f) ADJ UNCH    2 0
 KO0334
 KO0334.Superseded values are not recommended for survey control.
 KO0334
 KO0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0334.See file dsdata.pdf to determine how the superseded data were derived.
 KO0334
 KO0334_MARKER: DB = BENCH MARK DISK
 KO0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0334_STAMPING: Q 74 1934
 KO0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0334+STABILITY: SURFACE MOTION
 KO0334
 KO0334  HISTORY     - Date     Condition        Report By
 KO0334  HISTORY     - 1934     MONUMENTED       CGS
 KO0334
 KO0334                          STATION DESCRIPTION
 KO0334
 KO0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0334'7.9 MI E FROM ROBISONS RANCH.
 KO0334'7.9 MILES EAST ALONG U.S. HIGHWAY 6 FROM ROBISONS RANCH, MILLARD
 KO0334'COUNTY, 110 FEET SOUTH OF A HIGHWAY GRAVEL PIT, 62 FEET EAST OF THE
 KO0334'SOUTHEAST END OF A GALVANIZED-IRON PIPE CULVERT, AND 45 FEET SOUTHEAST
 KO0334'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED Q 74 1934
 KO0334'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0361 ***********************************************************************
 KO0361  DESIGNATION -  Q 75
 KO0361  PID         -  KO0361
 KO0361  STATE/COUNTY-  UT/JUAB
 KO0361  COUNTRY     -  US
 KO0361  USGS QUAD   -  TROUT CREEK (2017)
 KO0361
 KO0361                         *CURRENT SURVEY CONTROL
 KO0361  ______________________________________________________________________
 KO0361* NAD 83(1986) POSITION- 39 40 53.     (N) 113 50 52.     (W)   SCALED
 KO0361* NAVD 88 ORTHO HEIGHT -  1444.574 (meters)     4739.41  (feet) ADJUSTED
 KO0361  ______________________________________________________________________
 KO0361  GEOID HEIGHT    -        -19.511 (meters)                     GEOID18
 KO0361  DYNAMIC HEIGHT  -       1443.248 (meters)     4735.06  (feet) COMP
 KO0361  MODELED GRAVITY -    979,658.8   (mgal)                       NAVD 88
 KO0361
 KO0361  VERT ORDER      -  SECOND    CLASS 0
 KO0361
 KO0361.The horizontal coordinates were scaled from a map and have
 KO0361.an estimated accuracy of +/- 6 seconds.
 KO0361
 KO0361.The orthometric height was determined by differential leveling and
 KO0361.adjusted by the NATIONAL GEODETIC SURVEY
 KO0361.in June 1991.
 KO0361
 KO0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0361.GEOID18 height accuracy estimate available here.
 KO0361
 KO0361.Click photographs - Photos may exist for this station.
 KO0361
 KO0361.The dynamic height is computed by dividing the NAVD 88
 KO0361.geopotential number by the normal gravity value computed on the
 KO0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0361.degrees latitude (g = 980.6199 gals.).
 KO0361
 KO0361.The modeled gravity was interpolated from observed gravity values.
 KO0361
 KO0361;                    North         East    Units  Estimated Accuracy
 KO0361;SPC UT C     - 2,152,300.      298,630.      MT  (+/- 180 meters Scaled)
 KO0361
 KO0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ557962(NAD 83)
 KO0361
 KO0361                          SUPERSEDED SURVEY CONTROL
 KO0361
 KO0361  NGVD 29 (??/??/92) 1443.497  (m)         4735.87   (f) ADJ UNCH    2 0
 KO0361
 KO0361.Superseded values are not recommended for survey control.
 KO0361
 KO0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0361.See file dsdata.pdf to determine how the superseded data were derived.
 KO0361
 KO0361_MARKER: DB = BENCH MARK DISK
 KO0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0361_STAMPING: Q 75 1934
 KO0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0361+STABILITY: SURFACE MOTION
 KO0361
 KO0361  HISTORY     - Date     Condition        Report By
 KO0361  HISTORY     - 1934     MONUMENTED       CGS
 KO0361
 KO0361                          STATION DESCRIPTION
 KO0361
 KO0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0361'1.2 MI S FROM TROUT CREEK.
 KO0361'1.2 MILES SOUTH ALONG THE ROAD LEADING TO ROBINSON RANCH FROM THE OLD
 KO0361'POST OFFICE AT TROUT CREEK, 660 FEET SOUTH OF A SMALL WHITE ROUND CLAY
 KO0361'HILL, 60 FEET NORTH OF THE CENTER LINE OF THE ROAD, 28 FEET NORTH OF A
 KO0361'FENCE CORNER, AND 1 FOOT WEST OF THE FENCE.  SET IN THE TOP OF A
 KO0361'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0185 ***********************************************************************
 LP0185  DESIGNATION -  Q 76
 LP0185  PID         -  LP0185
 LP0185  STATE/COUNTY-  UT/TOOELE
 LP0185  COUNTRY     -  US
 LP0185  USGS QUAD   -  GOLD HILL (2017)
 LP0185
 LP0185                         *CURRENT SURVEY CONTROL
 LP0185  ______________________________________________________________________
 LP0185* NAD 83(1986) POSITION- 40 14 31.     (N) 113 48 32.     (W)   SCALED
 LP0185* NAVD 88 ORTHO HEIGHT -  1357.150 (meters)     4452.58  (feet) ADJUSTED
 LP0185  ______________________________________________________________________
 LP0185  GEOID HEIGHT    -        -18.919 (meters)                     GEOID18
 LP0185  DYNAMIC HEIGHT  -       1356.035 (meters)     4448.92  (feet) COMP
 LP0185  MODELED GRAVITY -    979,756.6   (mgal)                       NAVD 88
 LP0185
 LP0185  VERT ORDER      -  SECOND    CLASS 0
 LP0185
 LP0185.The horizontal coordinates were scaled from a map and have
 LP0185.an estimated accuracy of +/- 6 seconds.
 LP0185
 LP0185.The orthometric height was determined by differential leveling and
 LP0185.adjusted by the NATIONAL GEODETIC SURVEY
 LP0185.in June 1991.
 LP0185
 LP0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0185.GEOID18 height accuracy estimate available here.
 LP0185
 LP0185.Click photographs - Photos may exist for this station.
 LP0185
 LP0185.The dynamic height is computed by dividing the NAVD 88
 LP0185.geopotential number by the normal gravity value computed on the
 LP0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0185.degrees latitude (g = 980.6199 gals.).
 LP0185
 LP0185.The modeled gravity was interpolated from observed gravity values.
 LP0185
 LP0185;                    North         East    Units  Estimated Accuracy
 LP0185;SPC UT C     - 2,214,430.      303,570.      MT  (+/- 180 meters Scaled)
 LP0185
 LP0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK610583(NAD 83)
 LP0185
 LP0185                          SUPERSEDED SURVEY CONTROL
 LP0185
 LP0185  NGVD 29 (??/??/92) 1356.145  (m)         4449.29   (f) ADJ UNCH    2 0
 LP0185
 LP0185.Superseded values are not recommended for survey control.
 LP0185
 LP0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0185.See file dsdata.pdf to determine how the superseded data were derived.
 LP0185
 LP0185_MARKER: DB = BENCH MARK DISK
 LP0185_SETTING: 80 = SET IN A BOULDER
 LP0185_STAMPING: Q 76 1934
 LP0185_MARK LOGO: CGS
 LP0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0185+STABILITY: SURFACE MOTION
 LP0185
 LP0185  HISTORY     - Date     Condition        Report By
 LP0185  HISTORY     - 1934     MONUMENTED       CGS
 LP0185  HISTORY     - 1972     GOOD             USGS
 LP0185
 LP0185                          STATION DESCRIPTION
 LP0185
 LP0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0185'5.7 MI N FROM GOLD HILL.
 LP0185'ABOUT 5.7 MILES NORTH ALONG THE DEEP CREEK RAILROAD FROM THE STATION
 LP0185'AT GOLD HILL, TOOELE COUNTY, ABOUT 171 FEET NORTH OF MILEPOST 39, 54
 LP0185'FEET EAST OF THE CENTER LINE OF THE TRACK, AND IN THE TOP OF A LARGE
 LP0185'FLAT-TOPPED BOULDER PROJECTING ABOUT 1 FOOT ABOVE GROUND.  A STANDARD
 LP0185'DISK, STAMPED Q 76 1934.
 LP0185
 LP0185                          STATION RECOVERY (1972)
 LP0185
 LP0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 LP0185'GOLD HILL. ABOUT 5.7 MILES NORTH OF ALONG THE ROAD THAT WAS FORMERLY
 LP0185'THE ROAD BED OF THE OLD DEEP CREEK R.R., AND ABOUT 0.35 MILES SOUTH
 LP0185'OF JUNCTION WITH A ROAD HEADING EAST. ABOUT 100 FT. NORTH OF A SMALL
 LP0185'DRAIN AND 55 FT. EAST OF THE CENTER LINE OF ROAD IN THE TOP OF A
 LP0185'LARGE FLAT-TOPPED BOULDER PROJECTING ABOUT 1 FT. ABOVE THE GROUND. A
 LP0185'STANDARD DISK STAMPED Q-76 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0118 ***********************************************************************
 LP0118  DESIGNATION -  Q 77
 LP0118  PID         -  LP0118
 LP0118  STATE/COUNTY-  UT/TOOELE
 LP0118  COUNTRY     -  US
 LP0118  USGS QUAD   -  ARAGONITE (2017)
 LP0118
 LP0118                         *CURRENT SURVEY CONTROL
 LP0118  ______________________________________________________________________
 LP0118* NAD 83(1986) POSITION- 40 44 14.     (N) 113 00 24.     (W)   SCALED
 LP0118* NAVD 88 ORTHO HEIGHT -  1381.540 (meters)     4532.60  (feet) ADJUSTED
 LP0118  ______________________________________________________________________
 LP0118  GEOID HEIGHT    -        -17.655 (meters)                     GEOID18
 LP0118  DYNAMIC HEIGHT  -       1380.475 (meters)     4529.11  (feet) COMP
 LP0118  MODELED GRAVITY -    979,805.5   (mgal)                       NAVD 88
 LP0118
 LP0118  VERT ORDER      -  SECOND    CLASS 0
 LP0118
 LP0118.The horizontal coordinates were scaled from a map and have
 LP0118.an estimated accuracy of +/- 6 seconds.
 LP0118
 LP0118.The orthometric height was determined by differential leveling and
 LP0118.adjusted by the NATIONAL GEODETIC SURVEY
 LP0118.in June 1991.
 LP0118
 LP0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0118.GEOID18 height accuracy estimate available here.
 LP0118
 LP0118.Click photographs - Photos may exist for this station.
 LP0118
 LP0118.The dynamic height is computed by dividing the NAVD 88
 LP0118.geopotential number by the normal gravity value computed on the
 LP0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0118.degrees latitude (g = 980.6199 gals.).
 LP0118
 LP0118.The modeled gravity was interpolated from observed gravity values.
 LP0118
 LP0118;                    North         East    Units  Estimated Accuracy
 LP0118;SPC UT C     - 2,267,960.      372,740.      MT  (+/- 180 meters Scaled)
 LP0118
 LP0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL305115(NAD 83)
 LP0118
 LP0118                          SUPERSEDED SURVEY CONTROL
 LP0118
 LP0118  NGVD 29 (??/??/92) 1380.510  (m)         4529.22   (f) ADJ UNCH    2 0
 LP0118
 LP0118.Superseded values are not recommended for survey control.
 LP0118
 LP0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0118.See file dsdata.pdf to determine how the superseded data were derived.
 LP0118
 LP0118_MARKER: DB = BENCH MARK DISK
 LP0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0118_STAMPING: Q 77 1934
 LP0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0118+STABILITY: SURFACE MOTION
 LP0118
 LP0118  HISTORY     - Date     Condition        Report By
 LP0118  HISTORY     - 1934     MONUMENTED       CGS
 LP0118
 LP0118                          STATION DESCRIPTION
 LP0118
 LP0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0118'15.7 MI E FROM KNOLLS.
 LP0118'15.7 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM KNOLLS, TOOELE
 LP0118'COUNTY, 153 FEET NORTHWEST OF MILEPOST 861, 60 FEET SOUTHEAST OF
 LP0118'TELEPHONE POLE 624, AND 48 FEET WEST OF THE CENTERLINE OF THE TRACK. A
 LP0118'STANDARD DISK, STAMPED Q 77 1934 AND SET IN THE TOP OF A CONCRETE
 LP0118'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0280 ***********************************************************************
 KO0280  DESIGNATION -  Q 78
 KO0280  PID         -  KO0280
 KO0280  STATE/COUNTY-  UT/MILLARD
 KO0280  COUNTRY     -  US
 KO0280  USGS QUAD   -  LADY LAIRD PEAK (2017)
 KO0280
 KO0280                         *CURRENT SURVEY CONTROL
 KO0280  ______________________________________________________________________
 KO0280* NAD 83(1986) POSITION- 39 31 16.     (N) 113 02 21.     (W)   SCALED
 KO0280* NAVD 88 ORTHO HEIGHT -  1735.579 (meters)     5694.15  (feet) ADJUSTED
 KO0280  ______________________________________________________________________
 KO0280  GEOID HEIGHT    -        -19.357 (meters)                     GEOID18
 KO0280  DYNAMIC HEIGHT  -       1733.899 (meters)     5688.63  (feet) COMP
 KO0280  MODELED GRAVITY -    979,597.3   (mgal)                       NAVD 88
 KO0280
 KO0280  VERT ORDER      -  SECOND    CLASS 0
 KO0280
 KO0280.The horizontal coordinates were scaled from a map and have
 KO0280.an estimated accuracy of +/- 6 seconds.
 KO0280
 KO0280.The orthometric height was determined by differential leveling and
 KO0280.adjusted by the NATIONAL GEODETIC SURVEY
 KO0280.in June 1991.
 KO0280
 KO0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0280.GEOID18 height accuracy estimate available here.
 KO0280
 KO0280.Click photographs - Photos may exist for this station.
 KO0280
 KO0280.The dynamic height is computed by dividing the NAVD 88
 KO0280.geopotential number by the normal gravity value computed on the
 KO0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0280.degrees latitude (g = 980.6199 gals.).
 KO0280
 KO0280.The modeled gravity was interpolated from observed gravity values.
 KO0280
 KO0280;                    North         East    Units  Estimated Accuracy
 KO0280;SPC UT C     - 2,133,000.      367,670.      MT  (+/- 180 meters Scaled)
 KO0280
 KO0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ247765(NAD 83)
 KO0280
 KO0280                          SUPERSEDED SURVEY CONTROL
 KO0280
 KO0280  NGVD 29 (??/??/92) 1734.378  (m)         5690.21   (f) ADJ UNCH    2 0
 KO0280
 KO0280.Superseded values are not recommended for survey control.
 KO0280
 KO0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0280.See file dsdata.pdf to determine how the superseded data were derived.
 KO0280
 KO0280_MARKER: DB = BENCH MARK DISK
 KO0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0280_STAMPING: Q 78 1934
 KO0280_MARK LOGO: CGS
 KO0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0280+STABILITY: SURFACE MOTION
 KO0280
 KO0280  HISTORY     - Date     Condition        Report By
 KO0280  HISTORY     - 1934     MONUMENTED       CGS
 KO0280
 KO0280                          STATION DESCRIPTION
 KO0280
 KO0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0280'21.3 MI NW FROM ABRAHAM.
 KO0280'21.3 MILES NORTHWEST ALONG THE HINCKLEY-CALLAO ROAD FROM ABRAHAM.  82
 KO0280'FEET EAST OF FOOT OF SMALL RIDGE OF HILLS, 70 FEET WEST OF DRY ROCKY
 KO0280'WASH, AND 36 FEET WEST OF CENTERLINE OF ROAD.  SET IN TOP OF CONCRETE
 KO0280'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0380 ***********************************************************************
 KO0380  DESIGNATION -  Q 79
 KO0380  PID         -  KO0380
 KO0380  STATE/COUNTY-  UT/JUAB
 KO0380  COUNTRY     -  US
 KO0380  USGS QUAD   -  BOYD STATION (2017)
 KO0380
 KO0380                         *CURRENT SURVEY CONTROL
 KO0380  ______________________________________________________________________
 KO0380* NAD 83(1986) POSITION- 39 50 47.     (N) 113 33 35.     (W)   SCALED
 KO0380* NAVD 88 ORTHO HEIGHT -  1322.398 (meters)     4338.57  (feet) ADJUSTED
 KO0380  ______________________________________________________________________
 KO0380  GEOID HEIGHT    -        -19.474 (meters)                     GEOID18
 KO0380  DYNAMIC HEIGHT  -       1321.267 (meters)     4334.86  (feet) COMP
 KO0380  MODELED GRAVITY -    979,725.1   (mgal)                       NAVD 88
 KO0380
 KO0380  VERT ORDER      -  SECOND    CLASS 0
 KO0380
 KO0380.The horizontal coordinates were scaled from a map and have
 KO0380.an estimated accuracy of +/- 6 seconds.
 KO0380
 KO0380.The orthometric height was determined by differential leveling and
 KO0380.adjusted by the NATIONAL GEODETIC SURVEY
 KO0380.in June 1991.
 KO0380
 KO0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0380.GEOID18 height accuracy estimate available here.
 KO0380
 KO0380.Click photographs - Photos may exist for this station.
 KO0380
 KO0380.The dynamic height is computed by dividing the NAVD 88
 KO0380.geopotential number by the normal gravity value computed on the
 KO0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0380.degrees latitude (g = 980.6199 gals.).
 KO0380
 KO0380.The modeled gravity was interpolated from observed gravity values.
 KO0380
 KO0380;                    North         East    Units  Estimated Accuracy
 KO0380;SPC UT C     - 2,170,010.      323,750.      MT  (+/- 180 meters Scaled)
 KO0380
 KO0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK810138(NAD 83)
 KO0380
 KO0380                          SUPERSEDED SURVEY CONTROL
 KO0380
 KO0380  NGVD 29 (??/??/92) 1321.384  (m)         4335.24   (f) ADJ UNCH    2 0
 KO0380
 KO0380.Superseded values are not recommended for survey control.
 KO0380
 KO0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0380.See file dsdata.pdf to determine how the superseded data were derived.
 KO0380
 KO0380_MARKER: DB = BENCH MARK DISK
 KO0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0380_STAMPING: Q 79 1934
 KO0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0380+STABILITY: SURFACE MOTION
 KO0380
 KO0380  HISTORY     - Date     Condition        Report By
 KO0380  HISTORY     - 1934     MONUMENTED       CGS
 KO0380
 KO0380                          STATION DESCRIPTION
 KO0380
 KO0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0380'9.9 MI W FROM FISH SPRINGS.
 KO0380'9.9 MILES WEST ALONG THE HINCKLEY-CALLAO ROAD FROM FISH SPRINGS, IN
 KO0380'TRIANGLE FORMED BY THREE SMALL SAND DUNES.  42 FEET NORTH OF THE
 KO0380'CENTERLINE OF THE ROAD.  SET IN TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0373 ***********************************************************************
 JO0373  DESIGNATION -  Q 8
 JO0373  PID         -  JO0373
 JO0373  STATE/COUNTY-  UT/IRON
 JO0373  COUNTRY     -  US
 JO0373  USGS QUAD   -  LUND (2017)
 JO0373
 JO0373                         *CURRENT SURVEY CONTROL
 JO0373  ______________________________________________________________________
 JO0373* NAD 83(1994) POSITION- 38 00 24.35939(N) 113 26 00.78302(W)   ADJUSTED
 JO0373* NAVD 88 ORTHO HEIGHT -  1550.820 (meters)     5087.98  (feet) ADJUSTED
 JO0373  ______________________________________________________________________
 JO0373  GEOID HEIGHT    -        -22.339 (meters)                     GEOID18
 JO0373  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 JO0373  DYNAMIC HEIGHT  -       1549.116 (meters)     5082.39  (feet) COMP
 JO0373  MODELED GRAVITY -    979,476.3   (mgal)                       NAVD 88
 JO0373
 JO0373  HORZ ORDER      -  SECOND
 JO0373  VERT ORDER      -  FIRST     CLASS II
 JO0373
 JO0373.The horizontal coordinates were established by classical geodetic methods
 JO0373.and adjusted by the National Geodetic Survey in November 1997.
 JO0373
 JO0373.The orthometric height was determined by differential leveling and
 JO0373.adjusted by the NATIONAL GEODETIC SURVEY
 JO0373.in June 1991.
 JO0373
 JO0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0373.GEOID18 height accuracy estimate available here.
 JO0373
 JO0373.Click photographs - Photos may exist for this station.
 JO0373
 JO0373.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0373
 JO0373.The dynamic height is computed by dividing the NAVD 88
 JO0373.geopotential number by the normal gravity value computed on the
 JO0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0373.degrees latitude (g = 980.6199 gals.).
 JO0373
 JO0373.The modeled gravity was interpolated from observed gravity values.
 JO0373
 JO0373. The following values were computed from the NAD 83(1994) position.
 JO0373
 JO0373;                    North         East     Units Scale Factor Converg.
 JO0373;SPC UT S     - 3,150,485.639   330,206.167   MT  0.99995883   -1 11 04.8
 JO0373;SPC UT S     -10,336,218.30  1,083,351.40   sFT  0.99995883   -1 11 04.8
 JO0373;UTM  12      - 4,209,360.615   286,344.693   MT  1.00016225   -1 29 56.5
 JO0373
 JO0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0373!SPC UT S     -   0.99976022  x   0.99995883  =   0.99971906
 JO0373!UTM  12      -   0.99976022  x   1.00016225  =   0.99992243
 JO0373
 JO0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH8634409360(NAD 83)
 JO0373
 JO0373                          SUPERSEDED SURVEY CONTROL
 JO0373
 JO0373  NAD 83(1986)-  38 00 24.35455(N)    113 26 00.77822(W) AD(       ) 2
 JO0373  NAD 27      -  38 00 24.47000(N)    113 25 57.90000(W) AD(       ) 2
 JO0373  NGVD 29 (07/19/86) 1549.7    (m)         5084.     (f) VERT ANG       
 JO0373
 JO0373.Superseded values are not recommended for survey control.
 JO0373
 JO0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0373.See file dsdata.pdf to determine how the superseded data were derived.
 JO0373
 JO0373_MARKER: Q = CHISELED SQUARE
 JO0373_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JO0373+WITH SETTING: PAVEMENT
 JO0373_SP_SET: WATER TANK COLUMN
 JO0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0373+STABILITY: SURFACE MOTION
 JO0373
 JO0373  HISTORY     - Date     Condition        Report By
 JO0373  HISTORY     - 1908     MONUMENTED       CGS
 JO0373  HISTORY     - 1925     GOOD             CGS
 JO0373  HISTORY     - 20120228 MARK NOT FOUND   GEOCAC
 JO0373
 JO0373                          STATION DESCRIPTION
 JO0373
 JO0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (WM)
 JO0373'AT LUND, 6.6 METERS (22 FEET) SOUTHEAST OF CENTER LINE OF MAIN
 JO0373'TRACK OF THE SAN PEDRO, LOS ANGELES AND SALT LAKE RAILROAD.
 JO0373'MARK IS SQUARE CUT ON THE STEEL FOOTING OF THE MIDDLE ONE
 JO0373'OF THREE WESTERLY WATER TANK COLUMNS, AND IS 198.573 METERS
 JO0373'(651.48 FEET) FROM STATION LUND
 JO0373'S 24 DEG 00 MIN E.
 JO0373
 JO0373                          STATION RECOVERY (2012)
 JO0373
 JO0373'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 JO0373'THE WATER TANK HAS BEEN REMOVED AND NO EVIDENCE OF THE STEEL FOOTING
 JO0373'WAS SEEN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0155 ***********************************************************************
 LP0155  DESIGNATION -  Q 81
 LP0155  PID         -  LP0155
 LP0155  STATE/COUNTY-  UT/TOOELE
 LP0155  COUNTRY     -  US
 LP0155  USGS QUAD   -  DUGWAY PROVING GROUND SW (2017)
 LP0155
 LP0155                         *CURRENT SURVEY CONTROL
 LP0155  ______________________________________________________________________
 LP0155* NAD 83(1986) POSITION- 40 06 41.97   (N) 113 07 48.63   (W)   HD_HELD1
 LP0155* NAVD 88 ORTHO HEIGHT -  1316.190 (meters)     4318.20  (feet) ADJUSTED
 LP0155  ______________________________________________________________________
 LP0155  GEOID HEIGHT    -        -18.850 (meters)                     GEOID18
 LP0155  DYNAMIC HEIGHT  -       1315.108 (meters)     4314.65  (feet) COMP
 LP0155  MODELED GRAVITY -    979,757.9   (mgal)                       NAVD 88
 LP0155
 LP0155  VERT ORDER      -  SECOND    CLASS 0
 LP0155
 LP0155.The horizontal coordinates were determined by differentially corrected
 LP0155.hand held GPS observations or other comparable positioning techniques
 LP0155.and have an estimated accuracy of +/- 3 meters.
 LP0155
 LP0155.The orthometric height was determined by differential leveling and
 LP0155.adjusted by the NATIONAL GEODETIC SURVEY
 LP0155.in June 1991.
 LP0155
 LP0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0155.GEOID18 height accuracy estimate available here.
 LP0155
 LP0155.Click photographs - Photos may exist for this station.
 LP0155
 LP0155.The dynamic height is computed by dividing the NAVD 88
 LP0155.geopotential number by the normal gravity value computed on the
 LP0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0155.degrees latitude (g = 980.6199 gals.).
 LP0155
 LP0155.The modeled gravity was interpolated from observed gravity values.
 LP0155
 LP0155;                    North         East    Units  Estimated Accuracy
 LP0155;SPC UT C     - 2,198,694.6     361,040.2     MT  (+/- 3 meters HH1 GPS) 
 LP0155
 LP0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK1845842325(NAD 83)
 LP0155
 LP0155                          SUPERSEDED SURVEY CONTROL
 LP0155
 LP0155  NGVD 29 (??/??/92) 1315.172  (m)         4314.86   (f) ADJ UNCH    2 0
 LP0155
 LP0155.Superseded values are not recommended for survey control.
 LP0155
 LP0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0155.See file dsdata.pdf to determine how the superseded data were derived.
 LP0155
 LP0155_MARKER: DB = BENCH MARK DISK
 LP0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0155_STAMPING: Q 81 1934
 LP0155_MARK LOGO: CGS
 LP0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0155+STABILITY: SURFACE MOTION
 LP0155
 LP0155  HISTORY     - Date     Condition        Report By
 LP0155  HISTORY     - 1934     MONUMENTED       CGS
 LP0155
 LP0155                          STATION DESCRIPTION
 LP0155
 LP0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0155'20 MI W FROM ORRS RANCH.
 LP0155'ABOUT 20 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0155'TOOELE COUNTY, THENCE ABOUT 12.2 MILES SOUTHWEST ALONG THE ROAD
 LP0155'LEADING TO FISH SPRINGS, ABOUT 640 FEET EAST OF A LONG S-CURVE, AND 60
 LP0155'FEET NORTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED Q
 LP0155'81 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0126 ***********************************************************************
 LQ0126  DESIGNATION -  Q 83
 LQ0126  PID         -  LQ0126
 LQ0126  STATE/COUNTY-  UT/TOOELE
 LQ0126  COUNTRY     -  US
 LQ0126  USGS QUAD   -  MINERS CANYON (2018)
 LQ0126
 LQ0126                         *CURRENT SURVEY CONTROL
 LQ0126  ______________________________________________________________________
 LQ0126* NAD 83(1986) POSITION- 40 56 42.     (N) 114 00 43.     (W)   SCALED
 LQ0126* NAVD 88 ORTHO HEIGHT -  1296.670 (meters)     4254.16  (feet) ADJUSTED
 LQ0126  ______________________________________________________________________
 LQ0126  GEOID HEIGHT    -        -17.732 (meters)                     GEOID18
 LQ0126  DYNAMIC HEIGHT  -       1295.664 (meters)     4250.86  (feet) COMP
 LQ0126  MODELED GRAVITY -    979,804.8   (mgal)                       NAVD 88
 LQ0126
 LQ0126  VERT ORDER      -  SECOND    CLASS 0
 LQ0126
 LQ0126.The horizontal coordinates were scaled from a map and have
 LQ0126.an estimated accuracy of +/- 6 seconds.
 LQ0126
 LQ0126.The orthometric height was determined by differential leveling and
 LQ0126.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0126.in June 1991.
 LQ0126
 LQ0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0126.GEOID18 height accuracy estimate available here.
 LQ0126
 LQ0126.Click photographs - Photos may exist for this station.
 LQ0126
 LQ0126.The dynamic height is computed by dividing the NAVD 88
 LQ0126.geopotential number by the normal gravity value computed on the
 LQ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0126.degrees latitude (g = 980.6199 gals.).
 LQ0126
 LQ0126.The modeled gravity was interpolated from observed gravity values.
 LQ0126
 LQ0126;                    North         East    Units  Estimated Accuracy
 LQ0126;SPC UT C     - 2,292,940.      288,490.      MT  (+/- 180 meters Scaled)
 LQ0126
 LQ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF515369(NAD 83)
 LQ0126
 LQ0126                          SUPERSEDED SURVEY CONTROL
 LQ0126
 LQ0126  NGVD 29 (??/??/92) 1295.661  (m)         4250.85   (f) ADJ UNCH    2 0
 LQ0126
 LQ0126.Superseded values are not recommended for survey control.
 LQ0126
 LQ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0126.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0126
 LQ0126_MARKER: DB = BENCH MARK DISK
 LQ0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0126_STAMPING: Q 83 1958
 LQ0126_MARK LOGO: CGS
 LQ0126_PROJECTION: PROJECTING 12 CENTIMETERS
 LQ0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0126+STABILITY: SURFACE MOTION
 LQ0126
 LQ0126  HISTORY     - Date     Condition        Report By
 LQ0126  HISTORY     - 1958     MONUMENTED       CGS
 LQ0126
 LQ0126                          STATION DESCRIPTION
 LQ0126
 LQ0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0126'16.45 MI N FROM WENDOVER.
 LQ0126'0.9 MILE EAST ALONG U.S. HIGHWAY 40 AND 50 ALTERNATE FROM THE
 LQ0126'NEVADA-UTAH STATE LINE AT WENDOVER, THENCE 5.1 MILES NORTH ALONG A
 LQ0126'GRAVEL ROAD, THENCE 10.45 MILES NORTH ALONG A DIRT ROAD, 0.3 MILE
 LQ0126'SOUTH OF THE NORTH EDGE OF AN ALKALI FLAT AND A CURVE IN THE ROAD, 49
 LQ0126'1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.5 FEET EAST OF A
 LQ0126'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 LQ0126'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0397 ***********************************************************************
 MS0397  DESIGNATION -  Q 84
 MS0397  PID         -  MS0397
 MS0397  STATE/COUNTY-  UT/BOX ELDER
 MS0397  COUNTRY     -  US
 MS0397  USGS QUAD   -  CRATER ISLAND SW (2017)
 MS0397
 MS0397                         *CURRENT SURVEY CONTROL
 MS0397  ______________________________________________________________________
 MS0397* NAD 83(1986) POSITION- 41 03 11.     (N) 113 58 04.     (W)   SCALED
 MS0397* NAVD 88 ORTHO HEIGHT -  1304.230 (meters)     4278.96  (feet) ADJUSTED
 MS0397  ______________________________________________________________________
 MS0397  GEOID HEIGHT    -        -17.482 (meters)                     GEOID18
 MS0397  DYNAMIC HEIGHT  -       1303.252 (meters)     4275.75  (feet) COMP
 MS0397  MODELED GRAVITY -    979,828.8   (mgal)                       NAVD 88
 MS0397
 MS0397  VERT ORDER      -  SECOND    CLASS 0
 MS0397
 MS0397.The horizontal coordinates were scaled from a map and have
 MS0397.an estimated accuracy of +/- 6 seconds.
 MS0397
 MS0397.The orthometric height was determined by differential leveling and
 MS0397.adjusted by the NATIONAL GEODETIC SURVEY
 MS0397.in June 1991.
 MS0397
 MS0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0397.GEOID18 height accuracy estimate available here.
 MS0397
 MS0397.Click photographs - Photos may exist for this station.
 MS0397
 MS0397.The dynamic height is computed by dividing the NAVD 88
 MS0397.geopotential number by the normal gravity value computed on the
 MS0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0397.degrees latitude (g = 980.6199 gals.).
 MS0397
 MS0397.The modeled gravity was interpolated from observed gravity values.
 MS0397
 MS0397;                    North         East    Units  Estimated Accuracy
 MS0397;SPC UT N     - 1,082,870.      292,580.      MT  (+/- 180 meters Scaled)
 MS0397
 MS0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL505488(NAD 83)
 MS0397
 MS0397                          SUPERSEDED SURVEY CONTROL
 MS0397
 MS0397  NGVD 29 (??/??/92) 1303.24   (m)         4275.7    (f) COMPUTED    2 0
 MS0397
 MS0397.Superseded values are not recommended for survey control.
 MS0397
 MS0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0397.See file dsdata.pdf to determine how the superseded data were derived.
 MS0397
 MS0397_MARKER: DB = BENCH MARK DISK
 MS0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0397_STAMPING: Q 84 1958
 MS0397_MARK LOGO: CGS
 MS0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0397+STABILITY: SURFACE MOTION
 MS0397
 MS0397  HISTORY     - Date     Condition        Report By
 MS0397  HISTORY     - 1958     MONUMENTED       CGS
 MS0397
 MS0397                          STATION DESCRIPTION
 MS0397
 MS0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MS0397'22.15 MI S FROM LUCIN.
 MS0397'22.15 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT LUCIN,
 MS0397'151 FEET NORTH OF THE CENTER OF THE JUNCTION OF A DRIVEWAY EAST TO A
 MS0397'RANCH, 41 FEET EAST OF THE CENTER LINE OF THE ROAD, 27 FEET EAST OF
 MS0397'THE CENTER OF A SMALL DITCH, 2.7 FEET WEST OF A WITNESS POST, ABOUT
 MS0397'1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MS0397'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0235 ***********************************************************************
 LO0235  DESIGNATION -  Q 85
 LO0235  PID         -  LO0235
 LO0235  STATE/COUNTY-  UT/SUMMIT
 LO0235  COUNTRY     -  US
 LO0235  USGS QUAD   -  PARK CITY EAST (2017)
 LO0235
 LO0235                         *CURRENT SURVEY CONTROL
 LO0235  ______________________________________________________________________
 LO0235* NAD 83(1986) POSITION- 40 40 21.     (N) 111 26 09.     (W)   SCALED
 LO0235* NAVD 88 ORTHO HEIGHT -  2050.739 (meters)     6728.13  (feet) ADJUSTED
 LO0235  ______________________________________________________________________
 LO0235  GEOID HEIGHT    -        -15.520 (meters)                     GEOID18
 LO0235  DYNAMIC HEIGHT  -       2048.797 (meters)     6721.76  (feet) COMP
 LO0235  MODELED GRAVITY -    979,604.7   (mgal)                       NAVD 88
 LO0235
 LO0235  VERT ORDER      -  SECOND    CLASS 0
 LO0235
 LO0235.The horizontal coordinates were scaled from a map and have
 LO0235.an estimated accuracy of +/- 6 seconds.
 LO0235
 LO0235.The orthometric height was determined by differential leveling and
 LO0235.adjusted by the NATIONAL GEODETIC SURVEY
 LO0235.in June 1991.
 LO0235
 LO0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0235.GEOID18 height accuracy estimate available here.
 LO0235
 LO0235.Click photographs - Photos may exist for this station.
 LO0235
 LO0235.The dynamic height is computed by dividing the NAVD 88
 LO0235.geopotential number by the normal gravity value computed on the
 LO0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0235.degrees latitude (g = 980.6199 gals.).
 LO0235
 LO0235.The modeled gravity was interpolated from observed gravity values.
 LO0235
 LO0235;                    North         East    Units  Estimated Accuracy
 LO0235;SPC UT N     - 1,037,670.      505,430.      MT  (+/- 180 meters Scaled)
 LO0235
 LO0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL631024(NAD 83)
 LO0235
 LO0235                          SUPERSEDED SURVEY CONTROL
 LO0235
 LO0235  NGVD 29 (??/??/92) 2049.440  (m)         6723.87   (f) ADJ UNCH    2 0
 LO0235
 LO0235.Superseded values are not recommended for survey control.
 LO0235
 LO0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0235.See file dsdata.pdf to determine how the superseded data were derived.
 LO0235
 LO0235_MARKER: DB = BENCH MARK DISK
 LO0235_SETTING: 66 = SET IN ROCK OUTCROP
 LO0235_STAMPING: Q 85 1934
 LO0235_MARK LOGO: CGS
 LO0235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0235+STABILITY: POSITION/ELEVATION WELL
 LO0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0235+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 LO0235
 LO0235  HISTORY     - Date     Condition        Report By
 LO0235  HISTORY     - 1934     MONUMENTED       CGS
 LO0235  HISTORY     - 20050515 GOOD             INDIV
 LO0235
 LO0235                          STATION DESCRIPTION
 LO0235
 LO0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0235'3.7 MI NW FROM KEETLEY.
 LO0235'IN SUMMIT COUNTY, 3.7 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM
 LO0235'KEETLEY, WASATCH COUNTY, AT THE WASATCH-SUMMIT COUNTY LINE, NORTH OF
 LO0235'THE UNION PACIFIC RAILROAD TRACK, 40 FEET SOUTH OF THE CENTERLINE OF
 LO0235'THE HIGHWAY, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK,
 LO0235'STAMPED Q 85 1934.
 LO0235
 LO0235                          STATION RECOVERY (2005)
 LO0235
 LO0235'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RW)
 LO0235'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0024 ***********************************************************************
 LP0024  DESIGNATION -  Q 87
 LP0024  PID         -  LP0024
 LP0024  STATE/COUNTY-  UT/TOOELE
 LP0024  COUNTRY     -  US
 LP0024  USGS QUAD   -  BURMESTER (2017)
 LP0024
 LP0024                         *CURRENT SURVEY CONTROL
 LP0024  ______________________________________________________________________
 LP0024* NAD 83(1986) POSITION- 40 39 04.     (N) 112 27 30.     (W)   SCALED
 LP0024* NAVD 88 ORTHO HEIGHT -  1289.105 (meters)     4229.34  (feet) ADJUSTED
 LP0024  ______________________________________________________________________
 LP0024  GEOID HEIGHT    -        -17.633 (meters)                     GEOID18
 LP0024  DYNAMIC HEIGHT  -       1288.094 (meters)     4226.02  (feet) COMP
 LP0024  MODELED GRAVITY -    979,796.2   (mgal)                       NAVD 88
 LP0024
 LP0024  VERT ORDER      -  SECOND    CLASS 0
 LP0024
 LP0024.The horizontal coordinates were scaled from a map and have
 LP0024.an estimated accuracy of +/- 6 seconds.
 LP0024
 LP0024.The orthometric height was determined by differential leveling and
 LP0024.adjusted by the NATIONAL GEODETIC SURVEY
 LP0024.in June 1991.
 LP0024
 LP0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0024.GEOID18 height accuracy estimate available here.
 LP0024
 LP0024.Click photographs - Photos may exist for this station.
 LP0024
 LP0024.The dynamic height is computed by dividing the NAVD 88
 LP0024.geopotential number by the normal gravity value computed on the
 LP0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0024.degrees latitude (g = 980.6199 gals.).
 LP0024
 LP0024.The modeled gravity was interpolated from observed gravity values.
 LP0024
 LP0024;                    North         East    Units  Estimated Accuracy
 LP0024;SPC UT C     - 2,257,760.      418,950.      MT  (+/- 180 meters Scaled)
 LP0024
 LP0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL767010(NAD 83)
 LP0024
 LP0024                          SUPERSEDED SURVEY CONTROL
 LP0024
 LP0024  NGVD 29 (??/??/92) 1288.074  (m)         4225.96   (f) ADJ UNCH    2 0
 LP0024
 LP0024.Superseded values are not recommended for survey control.
 LP0024
 LP0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0024.See file dsdata.pdf to determine how the superseded data were derived.
 LP0024
 LP0024_MARKER: DB = BENCH MARK DISK
 LP0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0024_STAMPING: Q 87 1934
 LP0024_MARK LOGO: CGS
 LP0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0024+STABILITY: SURFACE MOTION
 LP0024
 LP0024  HISTORY     - Date     Condition        Report By
 LP0024  HISTORY     - 1934     MONUMENTED       CGS
 LP0024
 LP0024                          STATION DESCRIPTION
 LP0024
 LP0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0024'3.6 MI N FROM GRANTSVILLE.
 LP0024'3.6 MILES NORTH ALONG THE ROAD LEADING TO BURMESTER FROM GRANTSVILLE,
 LP0024'TOOELE COUNTY, IN THE SOUTHEAST CORNER OF THE GRANTSVILLE AIRPLANE
 LP0024'FIELD IN 1934, AND 28 FEET WEST OF THE CENTERLINE OF THE ROAD.  A
 LP0024'STANDARD DISK, STAMPED Q 87 1934 AND SET IN THE TOP OF THE ROAD.  A
 LP0024'STANDARD DISK, STAMPED Q 87 1934 AND SET IN THE TOP OF A CONCRETE
 LP0024'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0108 ***********************************************************************
 MS0108  DESIGNATION -  Q 88
 MS0108  PID         -  MS0108
 MS0108  STATE/COUNTY-  UT/BOX ELDER
 MS0108  COUNTRY     -  US
 MS0108  USGS QUAD   -  BLIND SPRINGS (2017)
 MS0108
 MS0108                         *CURRENT SURVEY CONTROL
 MS0108  ______________________________________________________________________
 MS0108* NAD 83(1986) POSITION- 41 48 15.     (N) 112 19 08.     (W)   SCALED
 MS0108* NAVD 88 ORTHO HEIGHT -  1517.904 (meters)     4979.99  (feet) ADJUSTED
 MS0108  ______________________________________________________________________
 MS0108  GEOID HEIGHT    -        -15.177 (meters)                     GEOID18
 MS0108  DYNAMIC HEIGHT  -       1516.836 (meters)     4976.49  (feet) COMP
 MS0108  MODELED GRAVITY -    979,865.2   (mgal)                       NAVD 88
 MS0108
 MS0108  VERT ORDER      -  SECOND    CLASS 0
 MS0108
 MS0108.The horizontal coordinates were scaled from a map and have
 MS0108.an estimated accuracy of +/- 6 seconds.
 MS0108
 MS0108.The orthometric height was determined by differential leveling and
 MS0108.adjusted by the NATIONAL GEODETIC SURVEY
 MS0108.in June 1991.
 MS0108
 MS0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0108.GEOID18 height accuracy estimate available here.
 MS0108
 MS0108.Click photographs - Photos may exist for this station.
 MS0108
 MS0108.The dynamic height is computed by dividing the NAVD 88
 MS0108.geopotential number by the normal gravity value computed on the
 MS0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0108.degrees latitude (g = 980.6199 gals.).
 MS0108
 MS0108.The modeled gravity was interpolated from observed gravity values.
 MS0108
 MS0108;                    North         East    Units  Estimated Accuracy
 MS0108;SPC UT N     - 1,163,660.      431,950.      MT  (+/- 180 meters Scaled)
 MS0108
 MS0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM904288(NAD 83)
 MS0108
 MS0108                          SUPERSEDED SURVEY CONTROL
 MS0108
 MS0108  NGVD 29 (??/??/92) 1516.864  (m)         4976.58   (f) ADJ UNCH    2 0
 MS0108
 MS0108.Superseded values are not recommended for survey control.
 MS0108
 MS0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0108.See file dsdata.pdf to determine how the superseded data were derived.
 MS0108
 MS0108_MARKER: DB = BENCH MARK DISK
 MS0108_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0108_SP_SET: CULVERT HEADWALL
 MS0108_STAMPING: Q 88 1934
 MS0108_MARK LOGO: CGS
 MS0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0108+STABILITY: SURFACE MOTION
 MS0108
 MS0108  HISTORY     - Date     Condition        Report By
 MS0108  HISTORY     - 1934     MONUMENTED       CGS
 MS0108  HISTORY     - 1968     MARK NOT FOUND   USGS
 MS0108
 MS0108                          STATION DESCRIPTION
 MS0108
 MS0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0108'11.4 MI W FROM TREMONTON.
 MS0108'11.4 MILES WEST ALONG U.S. HIGHWAY 30 S FROM THE OREGON SHORT LINE
 MS0108'RAILROAD STATION AT TREMONTON, ON THE SIDE OF A MOUNTAIN, AT A
 MS0108'CONCRETE CULVERT, AND IN THE EAST HEAD WALL.  NOTE-- AT THIS POINT THE
 MS0108'HIGHWAY HAS BEEN WIDENED AND STRAIGHTENED AND BUILT ABOUT THIRTY FT.
 MS0108'ABOVE THE OLD HIGHWAY.  IT HAS EITHER BEEN BURIED OR DESTROYED.
 MS0108
 MS0108                          STATION RECOVERY (1968)
 MS0108
 MS0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MS0108'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0241 ***********************************************************************
 MS0241  DESIGNATION -  Q 89 RESET
 MS0241  PID         -  MS0241
 MS0241  STATE/COUNTY-  UT/BOX ELDER
 MS0241  COUNTRY     -  US
 MS0241  USGS QUAD   -  MONUMENT PEAK NE (2017)
 MS0241
 MS0241                         *CURRENT SURVEY CONTROL
 MS0241  ______________________________________________________________________
 MS0241* NAD 83(1986) POSITION- 41 58 04.     (N) 112 49 52.     (W)   SCALED
 MS0241* NAVD 88 ORTHO HEIGHT -  1345.878 (meters)     4415.60  (feet) ADJUSTED
 MS0241  ______________________________________________________________________
 MS0241  GEOID HEIGHT    -        -14.980 (meters)                     GEOID18
 MS0241  DYNAMIC HEIGHT  -       1344.980 (meters)     4412.66  (feet) COMP
 MS0241  MODELED GRAVITY -    979,908.8   (mgal)                       NAVD 88
 MS0241
 MS0241  VERT ORDER      -  SECOND    CLASS 0
 MS0241
 MS0241.The horizontal coordinates were scaled from a map and have
 MS0241.an estimated accuracy of +/- 6 seconds.
 MS0241
 MS0241.The orthometric height was determined by differential leveling and
 MS0241.adjusted by the NATIONAL GEODETIC SURVEY
 MS0241.in June 1991.
 MS0241
 MS0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0241.GEOID18 height accuracy estimate available here.
 MS0241
 MS0241.Click photographs - Photos may exist for this station.
 MS0241
 MS0241.The dynamic height is computed by dividing the NAVD 88
 MS0241.geopotential number by the normal gravity value computed on the
 MS0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0241.degrees latitude (g = 980.6199 gals.).
 MS0241
 MS0241.The modeled gravity was interpolated from observed gravity values.
 MS0241
 MS0241;                    North         East    Units  Estimated Accuracy
 MS0241;SPC UT N     - 1,182,360.      389,660.      MT  (+/- 180 meters Scaled)
 MS0241
 MS0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM482478(NAD 83)
 MS0241
 MS0241                          SUPERSEDED SURVEY CONTROL
 MS0241
 MS0241  NGVD 29 (??/??/92) 1344.846  (m)         4412.22   (f) ADJ UNCH    2 0
 MS0241
 MS0241.Superseded values are not recommended for survey control.
 MS0241
 MS0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0241.See file dsdata.pdf to determine how the superseded data were derived.
 MS0241
 MS0241_MARKER: DB = BENCH MARK DISK
 MS0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0241_STAMPING: Q 89 RESET 1960
 MS0241_MARK LOGO: CGS
 MS0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0241+STABILITY: SURFACE MOTION
 MS0241
 MS0241  HISTORY     - Date     Condition        Report By
 MS0241  HISTORY     - 1960     MONUMENTED       CGS
 MS0241
 MS0241                          STATION DESCRIPTION
 MS0241
 MS0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MS0241'6.2 MI W FROM SNOWVILLE.
 MS0241'6.2 MILES WEST ALONG U.S. HIGHWAY 30S FROM THE NELSON CAFE AT
 MS0241'SNOWVILLE TO A NORTH-SOUTH FENCE LINE, 188 FEET NORTH OF THE
 MS0241'CENTERLINE OF THE HIGHWAY, 132 FEET NORTH OF A FENCE LINE, 1.3 FEET
 MS0241'WEST OF A FENCE LINE, 5.8 FEET NORTHEAST OF A METAL WITNESS POST WITH
 MS0241'SIGN, SET IN ACYLINDRICAL CONCRETE POST PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0070 ***********************************************************************
 MS0070  DESIGNATION -  Q 9
 MS0070  PID         -  MS0070
 MS0070  STATE/COUNTY-  UT/BOX ELDER
 MS0070  COUNTRY     -  US
 MS0070  USGS QUAD   -  PUBLIC SHOOTING GROUNDS (2017)
 MS0070
 MS0070                         *CURRENT SURVEY CONTROL
 MS0070  ______________________________________________________________________
 MS0070* NAD 83(1986) POSITION- 41 34 46.47   (N) 112 15 13.80   (W)   HD_HELD1
 MS0070* NAVD 88 ORTHO HEIGHT -  1295.179 (meters)     4249.27  (feet) ADJUSTED
 MS0070  ______________________________________________________________________
 MS0070  GEOID HEIGHT    -        -16.109 (meters)                     GEOID18
 MS0070  DYNAMIC HEIGHT  -       1294.297 (meters)     4246.37  (feet) COMP
 MS0070  MODELED GRAVITY -    979,897.6   (mgal)                       NAVD 88
 MS0070
 MS0070  VERT ORDER      -  FIRST     CLASS II
 MS0070
 MS0070.The horizontal coordinates were determined by differentially corrected
 MS0070.hand held GPS observations or other comparable positioning techniques
 MS0070.and have an estimated accuracy of +/- 3 meters.
 MS0070
 MS0070.The orthometric height was determined by differential leveling and
 MS0070.adjusted by the NATIONAL GEODETIC SURVEY
 MS0070.in June 1991.
 MS0070
 MS0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0070.GEOID18 height accuracy estimate available here.
 MS0070
 MS0070.Click photographs - Photos may exist for this station.
 MS0070
 MS0070.The dynamic height is computed by dividing the NAVD 88
 MS0070.geopotential number by the normal gravity value computed on the
 MS0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0070.degrees latitude (g = 980.6199 gals.).
 MS0070
 MS0070.The modeled gravity was interpolated from observed gravity values.
 MS0070
 MS0070;                    North         East    Units  Estimated Accuracy
 MS0070;SPC UT N     - 1,138,670.2     437,137.4     MT  (+/- 3 meters HH1 GPS) 
 MS0070
 MS0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9547803857(NAD 83)
 MS0070
 MS0070                          SUPERSEDED SURVEY CONTROL
 MS0070
 MS0070  NGVD 29 (??/??/92) 1294.208  (m)         4246.08   (f) ADJ UNCH    1 2
 MS0070
 MS0070.Superseded values are not recommended for survey control.
 MS0070
 MS0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0070.See file dsdata.pdf to determine how the superseded data were derived.
 MS0070
 MS0070_MARKER: DB = BENCH MARK DISK
 MS0070_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MS0070_STAMPING: ELEV. 4246.350 FT Q 9 1911
 MS0070_MARK LOGO: CGS
 MS0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0070
 MS0070  HISTORY     - Date     Condition        Report By
 MS0070  HISTORY     - 1911     MONUMENTED       CGS
 MS0070  HISTORY     - 1953     GOOD             CGS
 MS0070  HISTORY     - 1984     GOOD             NGS
 MS0070
 MS0070                          STATION DESCRIPTION
 MS0070
 MS0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0070'7.8 MI W FROM CORINNE.
 MS0070'0.2 MILE NORTH ALONG FOURTH STREET FROM THE PUBLIC SCHOOL AT CORINNE,
 MS0070'THENCE 7.8 MILES WEST ALONG STATE HIGHWAY 83.  0.4 MILE EAST OF
 MS0070'MILEPOLE 793 OF THE ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD, AT
 MS0070'THE T JUNCTION OF A DIRT ROAD LEADING SOUTHWEST AND CROSSING THE OLD
 MS0070'RAILROAD BED, 184.3 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 MS0070'99 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 45 1/2 FEET SOUTH OF
 MS0070'THE CENTER LINE OF THE OLD RAILROAD BED, 15 FEET SOUTHWEST OF A
 MS0070'TELEPHONE POLE MARKED BY THE WHITE PAINTED LETTERS BM, ON THE CENTER
 MS0070'LINE OF THE TRACK ROAD, 1.3 FEET WEST OF A WITNESS POST, ABOUT 3 FEET
 MS0070'HIGHER THAN THE OLD RAILROAD BED, AND SCREWED ON TOP OF A 3 1/2-INCH
 MS0070'IRON PIPE PROJECTING 0.1 FOOT ABOVE THE GROUND.
 MS0070
 MS0070                          STATION RECOVERY (1984)
 MS0070
 MS0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0070'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.54 KM
 MS0070'(6.55 MI) NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE IN
 MS0070'BRIGHAM CITY, THENCE 12.26 KM (7.62 MI) NORTHWEST ALONG STATE HIGHWAY
 MS0070'83, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF A DIRT ROAD LEADING
 MS0070'SOUTH ACROSS THE ABANDON UNION PACIFIC RAILROAD, ON THE OUTSIDE OF A
 MS0070'CURVE IN THE HIGHWAY, 59.2 METERS (194 FT) SOUTHWEST OF THE HIGHWAY
 MS0070'CENTERLINE, 30.8 METERS (101 FT) NORTHEAST OF THE CENTER OF THE ROAD
 MS0070'AND 26.8 METERS (88 FT) SOUTHWEST OF A TELEPHONE POLE.  A SHALLOW-SET
 MS0070'PIPE PROJECTING 10 CENTIMETERS.
 MS0070'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MS0070'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0416 ***********************************************************************
 MR0416  DESIGNATION -  Q 91
 MR0416  PID         -  MR0416
 MR0416  STATE/COUNTY-  UT/DAVIS
 MR0416  COUNTRY     -  US
 MR0416  USGS QUAD   -  KAYSVILLE (2017)
 MR0416
 MR0416                         *CURRENT SURVEY CONTROL
 MR0416  ______________________________________________________________________
 MR0416* NAD 83(1986) POSITION- 41 02 01.9    (N) 111 56 53.8    (W)   HD_HELD2
 MR0416* NAVD 88 ORTHO HEIGHT -  1311.473 (meters)     4302.72  (feet) ADJUSTED
 MR0416  ______________________________________________________________________
 MR0416  GEOID HEIGHT    -        -16.813 (meters)                     GEOID18
 MR0416  DYNAMIC HEIGHT  -       1310.466 (meters)     4299.42  (feet) COMP
 MR0416  MODELED GRAVITY -    979,811.7   (mgal)                       NAVD 88
 MR0416  OBS GRAVITY     -    979,811.2   (mgal)                       GRAV_OBS
 MR0416
 MR0416  VERT ORDER      -  FIRST     CLASS I
 MR0416
 MR0416.The horizontal coordinates were established by autonomous hand held GPS
 MR0416.observations and have an estimated accuracy of +/- 10 meters.
 MR0416
 MR0416.The orthometric height was determined by differential leveling and
 MR0416.adjusted by the NATIONAL GEODETIC SURVEY
 MR0416.in June 1991.
 MR0416
 MR0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0416.GEOID18 height accuracy estimate available here.
 MR0416
 MR0416.Click photographs - Photos may exist for this station.
 MR0416
 MR0416.The dynamic height is computed by dividing the NAVD 88
 MR0416.geopotential number by the normal gravity value computed on the
 MR0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0416.degrees latitude (g = 980.6199 gals.).
 MR0416
 MR0416.The modeled gravity was interpolated from observed gravity values.
 MR0416
 MR0416.The observed gravity was obtained from relative gravimeter ties
 MR0416.to the IGSN71 gravity network.
 MR0416
 MR0416;                    North         East    Units  Estimated Accuracy
 MR0416;SPC UT N     - 1,077,890.      462,305.      MT  (+/- 10 meters HH2 GPS)
 MR0416
 MR0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2028842949(NAD 83)
 MR0416
 MR0416                          SUPERSEDED SURVEY CONTROL
 MR0416
 MR0416  NGVD 29 (??/??/92) 1310.506  (m)         4299.55   (f) ADJ UNCH    1 1
 MR0416
 MR0416.Superseded values are not recommended for survey control.
 MR0416
 MR0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0416.See file dsdata.pdf to determine how the superseded data were derived.
 MR0416
 MR0416_MARKER: DB = BENCH MARK DISK
 MR0416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0416_SP_SET: FOUNDATION
 MR0416_STAMPING: Q 91 1953
 MR0416_MARK LOGO: CGS
 MR0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0416
 MR0416  HISTORY     - Date     Condition        Report By
 MR0416  HISTORY     - 1953     MONUMENTED       CGS
 MR0416  HISTORY     - 1967     GOOD             CGS
 MR0416
 MR0416                          STATION DESCRIPTION
 MR0416
 MR0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0416'0.35 MI SE FROM KAYSVILLE.
 MR0416'0.35 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING
 MR0416'OF 2ND NORTH AVENUE AT KAYSVILLE, 4 1/2 POLES SOUTHEAST OF MILEPOLE
 MR0416'16.5, 0.05 MILE NORTHEAST AND ACROSS 1ST SOUTH STREET FROM BENCH MARK
 MR0416'J 1, AT THE EAST END OF DESERET MILLS AND ELEVATORS BUILDING, IN THE
 MR0416'TOP OF THE CONCRETE FOUNDATION BETWEEN THE TWO MOST SOUTHERLY ROUND
 MR0416'GRAIN ELEVATORS, 30 FEET WEST OF THE CENTER LINE OF AN ASPHALT ROAD,
 MR0416'4.4 FEET SOUTH OF THE SOUTH SIDE OF A WINDOW, AND ABOUT 2 1/2 FEET
 MR0416'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0131 ***********************************************************************
 MS0131  DESIGNATION -  Q 92
 MS0131  PID         -  MS0131
 MS0131  STATE/COUNTY-  UT/WEBER
 MS0131  COUNTRY     -  US
 MS0131  USGS QUAD   -  PLAIN CITY (2017)
 MS0131
 MS0131                         *CURRENT SURVEY CONTROL
 MS0131  ______________________________________________________________________
 MS0131* NAD 83(1986) POSITION- 41 18 46.11   (N) 112 00 51.00   (W)   HD_HELD1
 MS0131* NAVD 88 ORTHO HEIGHT -  1305.580 (meters)     4283.39  (feet) ADJUSTED
 MS0131  ______________________________________________________________________
 MS0131  GEOID HEIGHT    -        -16.545 (meters)                     GEOID18
 MS0131  DYNAMIC HEIGHT  -       1304.609 (meters)     4280.20  (feet) COMP
 MS0131  MODELED GRAVITY -    979,835.3   (mgal)                       NAVD 88
 MS0131
 MS0131  VERT ORDER      -  FIRST     CLASS I
 MS0131
 MS0131.The horizontal coordinates were determined by differentially corrected
 MS0131.hand held GPS observations or other comparable positioning techniques
 MS0131.and have an estimated accuracy of +/- 3 meters.
 MS0131
 MS0131.The orthometric height was determined by differential leveling and
 MS0131.adjusted by the NATIONAL GEODETIC SURVEY
 MS0131.in June 1991.
 MS0131
 MS0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0131.GEOID18 height accuracy estimate available here.
 MS0131
 MS0131.Click photographs - Photos may exist for this station.
 MS0131
 MS0131.The dynamic height is computed by dividing the NAVD 88
 MS0131.geopotential number by the normal gravity value computed on the
 MS0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0131.degrees latitude (g = 980.6199 gals.).
 MS0131
 MS0131.The modeled gravity was interpolated from observed gravity values.
 MS0131
 MS0131;                    North         East    Units  Estimated Accuracy
 MS0131;SPC UT N     - 1,108,898.2     456,947.7     MT  (+/- 3 meters HH1 GPS) 
 MS0131
 MS0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1511073978(NAD 83)
 MS0131
 MS0131                          SUPERSEDED SURVEY CONTROL
 MS0131
 MS0131  NGVD 29 (??/??/92) 1304.582  (m)         4280.12   (f) ADJ UNCH    1 1
 MS0131
 MS0131.Superseded values are not recommended for survey control.
 MS0131
 MS0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0131.See file dsdata.pdf to determine how the superseded data were derived.
 MS0131
 MS0131_MARKER: DB = BENCH MARK DISK
 MS0131_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0131_SP_SET: CULVERT HEADWALL
 MS0131_STAMPING: Q 92 1953
 MS0131_MARK LOGO: CGS
 MS0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0131+STABILITY: SURFACE MOTION
 MS0131
 MS0131  HISTORY     - Date     Condition        Report By
 MS0131  HISTORY     - 1953     MONUMENTED       CGS
 MS0131  HISTORY     - 1960     GOOD             CGS
 MS0131
 MS0131                          STATION DESCRIPTION
 MS0131
 MS0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0131'6.9 MI N FROM OGDEN.
 MS0131'6.9 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MS0131'OGDEN, 0.1 MILE (4 POLES) SOUTHEAST OF MILEPOLE 7, 3 1/4 RAILS
 MS0131'SOUTHEAST OF THE CENTER OF THE CROSSING OF A FARM ROAD, AT 42-INCH
 MS0131'CAST IRON PIPE CULVERT 6.88, IN THE TOP OF THE NORTHEAST CONCRETE HEAD
 MS0131'WALL, 2.8 FEET SOUTHEAST OF THE NORTHWEST END, 9.1 FEET NORTHEAST OF
 MS0131'THE NORTHEAST RAIL, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 MS0131
 MS0131                          STATION RECOVERY (1960)
 MS0131
 MS0131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 MS0131'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0057 ***********************************************************************
 MS0057  DESIGNATION -  Q 93
 MS0057  PID         -  MS0057
 MS0057  STATE/COUNTY-  UT/BOX ELDER
 MS0057  COUNTRY     -  US
 MS0057  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0057
 MS0057                         *CURRENT SURVEY CONTROL
 MS0057  ______________________________________________________________________
 MS0057* NAD 83(1986) POSITION- 41 32 44.3    (N) 112 05 47.9    (W)   HD_HELD2
 MS0057* NAVD 88 ORTHO HEIGHT -  1287.218 (meters)     4223.15  (feet) ADJUSTED
 MS0057  ______________________________________________________________________
 MS0057  GEOID HEIGHT    -        -16.216 (meters)                     GEOID18
 MS0057  DYNAMIC HEIGHT  -       1286.291 (meters)     4220.11  (feet) COMP
 MS0057  MODELED GRAVITY -    979,859.4   (mgal)                       NAVD 88
 MS0057
 MS0057  VERT ORDER      -  FIRST     CLASS II
 MS0057
 MS0057.The horizontal coordinates were established by autonomous hand held GPS
 MS0057.observations and have an estimated accuracy of +/- 10 meters.
 MS0057
 MS0057.The orthometric height was determined by differential leveling and
 MS0057.adjusted by the NATIONAL GEODETIC SURVEY
 MS0057.in June 1991.
 MS0057
 MS0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0057.GEOID18 height accuracy estimate available here.
 MS0057
 MS0057.Click photographs - Photos may exist for this station.
 MS0057
 MS0057.The dynamic height is computed by dividing the NAVD 88
 MS0057.geopotential number by the normal gravity value computed on the
 MS0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0057.degrees latitude (g = 980.6199 gals.).
 MS0057
 MS0057.The modeled gravity was interpolated from observed gravity values.
 MS0057
 MS0057;                    North         East    Units  Estimated Accuracy
 MS0057;SPC UT N     - 1,134,799.      450,220.      MT  (+/- 10 meters HH2 GPS)
 MS0057
 MS0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0853599911(NAD 83)
 MS0057
 MS0057                          SUPERSEDED SURVEY CONTROL
 MS0057
 MS0057  NGVD 29 (??/??/92) 1286.218  (m)         4219.87   (f) ADJ UNCH    1 2
 MS0057
 MS0057.Superseded values are not recommended for survey control.
 MS0057
 MS0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0057.See file dsdata.pdf to determine how the superseded data were derived.
 MS0057
 MS0057_MARKER: DB = BENCH MARK DISK
 MS0057_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MS0057_SP_SET: ABUTMENT
 MS0057_STAMPING: Q 93 1953
 MS0057_MARK LOGO: CGS
 MS0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0057
 MS0057  HISTORY     - Date     Condition        Report By
 MS0057  HISTORY     - 1953     MONUMENTED       CGS
 MS0057  HISTORY     - 1984     GOOD             NGS
 MS0057
 MS0057                          STATION DESCRIPTION
 MS0057
 MS0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0057'0.9 MI E FROM CORINNE.
 MS0057'0.2 MILE NORTH ALONG FOURTH STREET FROM THE PUBLIC SCHOOL AT CORINNE,
 MS0057'THENCE 0.7 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD, AT THE
 MS0057'NORTHWEST END OF THE BRIDGE OVER BEAR RIVER, IN THE TOP OF THE
 MS0057'NORTHEAST END OF THE NORTHWEST CEMENT STONE MASONRY ABUTMENT, 5.6 FEET
 MS0057'NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 6 FEET LOWER THAN THE TOP
 MS0057'OF THE RAIL.
 MS0057
 MS0057                          STATION RECOVERY (1984)
 MS0057
 MS0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0057'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.12 KM
 MS0057'(5.67 MI) NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE IN
 MS0057'BRIGHAM CITY, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 MS0057'CONCRETE STONE MASONRY ABUTMENT FOR THE UNION PACIFIC RAILROAD BRIDGE
 MS0057'OVER BEAR RIVER, 36.6 METERS (120 FT) SOUTHWEST OF THE HIGHWAY
 MS0057'CENTERLINE, 1.7 METERS (5.5 FT) NORTHEAST OF THE NORTHEAST RAIL AND
 MS0057'0.3 METER (1 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE ABUTMENT.
 MS0057'THE MARK IS 1.5 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0183 ***********************************************************************
 MS0183  DESIGNATION -  Q 94
 MS0183  PID         -  MS0183
 MS0183  STATE/COUNTY-  UT/BOX ELDER
 MS0183  COUNTRY     -  US
 MS0183  USGS QUAD   -  SUNSET PASS (2017)
 MS0183
 MS0183                         *CURRENT SURVEY CONTROL
 MS0183  ______________________________________________________________________
 MS0183* NAD 83(1986) POSITION- 41 38 05.     (N) 112 31 23.     (W)   SCALED
 MS0183* NAVD 88 ORTHO HEIGHT -  1483.220 (meters)     4866.20  (feet) ADJUSTED
 MS0183  ______________________________________________________________________
 MS0183  GEOID HEIGHT    -        -15.699 (meters)                     GEOID18
 MS0183  DYNAMIC HEIGHT  -       1482.167 (meters)     4862.74  (feet) COMP
 MS0183  MODELED GRAVITY -    979,861.1   (mgal)                       NAVD 88
 MS0183
 MS0183  VERT ORDER      -  FIRST     CLASS II
 MS0183
 MS0183.The horizontal coordinates were scaled from a map and have
 MS0183.an estimated accuracy of +/- 6 seconds.
 MS0183
 MS0183.The orthometric height was determined by differential leveling and
 MS0183.adjusted by the NATIONAL GEODETIC SURVEY
 MS0183.in June 1991.
 MS0183
 MS0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0183.GEOID18 height accuracy estimate available here.
 MS0183
 MS0183.Click photographs - Photos may exist for this station.
 MS0183
 MS0183.The dynamic height is computed by dividing the NAVD 88
 MS0183.geopotential number by the normal gravity value computed on the
 MS0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0183.degrees latitude (g = 980.6199 gals.).
 MS0183
 MS0183.The modeled gravity was interpolated from observed gravity values.
 MS0183
 MS0183;                    North         East    Units  Estimated Accuracy
 MS0183;SPC UT N     - 1,145,020.      414,760.      MT  (+/- 180 meters Scaled)
 MS0183
 MS0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM731103(NAD 83)
 MS0183
 MS0183                          SUPERSEDED SURVEY CONTROL
 MS0183
 MS0183  NGVD 29 (??/??/92) 1482.196  (m)         4862.84   (f) ADJ UNCH    1 2
 MS0183
 MS0183.Superseded values are not recommended for survey control.
 MS0183
 MS0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0183.See file dsdata.pdf to determine how the superseded data were derived.
 MS0183
 MS0183_MARKER: DB = BENCH MARK DISK
 MS0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0183_STAMPING: Q 94 1953
 MS0183_MARK LOGO: CGS
 MS0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0183+STABILITY: SURFACE MOTION
 MS0183
 MS0183  HISTORY     - Date     Condition        Report By
 MS0183  HISTORY     - 1953     MONUMENTED       CGS
 MS0183  HISTORY     - 1966     MARK NOT FOUND   CGS
 MS0183
 MS0183                          STATION DESCRIPTION
 MS0183
 MS0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0183'2.0 MI NE FROM PROMONTORY.
 MS0183'1.8 MILES NORTHEAST ALONG A COUNTY GRAVELED ROAD FROM THE GOLDEN SPIKE
 MS0183'MONUMENT AT PROMONTORY, THENCE 0.2 MILE NORTHEAST ALONG STATE HIGHWAY
 MS0183'83.  0.1 MILE WEST OF MILEPOLE 775 OF THE ABANDONED SOUTHERN PACIFIC
 MS0183'COMPANY RAILROAD, BETWEEN THE HIGHWAY AND THE OLD RAILROAD BED, 171
 MS0183'FEET EAST OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY AND AN
 MS0183'EAST-WEST ABANDONED DIRT ROAD, 88 1/2 FEET SOUTHEAST OF AND ACROSS THE
 MS0183'ABANDONED ROAD FROM A TELEPHONE POLE MARKED BY THE WHITE PAINTED
 MS0183'LETTERS BM, 33 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 21 1/2
 MS0183'FEET SOUTH OF THE CENTER LINE OF THE ABANDONED DIRT ROAD, 2 FEET WEST
 MS0183'OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF
 MS0183'A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 MS0183
 MS0183                          STATION RECOVERY (1966)
 MS0183
 MS0183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 MS0183'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0284 ***********************************************************************
 MS0284  DESIGNATION -  Q 95
 MS0284  PID         -  MS0284
 MS0284  STATE/COUNTY-  UT/BOX ELDER
 MS0284  COUNTRY     -  US
 MS0284  USGS QUAD   -  HOGUP BAR (2017)
 MS0284
 MS0284                         *CURRENT SURVEY CONTROL
 MS0284  ______________________________________________________________________
 MS0284* NAD 83(1986) POSITION- 41 37 10.     (N) 113 13 17.     (W)   SCALED
 MS0284* NAVD 88 ORTHO HEIGHT -  1423.920 (meters)     4671.64  (feet) ADJUSTED
 MS0284  ______________________________________________________________________
 MS0284  GEOID HEIGHT    -        -15.888 (meters)                     GEOID18
 MS0284  DYNAMIC HEIGHT  -       1422.942 (meters)     4668.44  (feet) COMP
 MS0284  MODELED GRAVITY -    979,886.4   (mgal)                       NAVD 88
 MS0284
 MS0284  VERT ORDER      -  FIRST     CLASS II
 MS0284
 MS0284.The horizontal coordinates were scaled from a map and have
 MS0284.an estimated accuracy of +/- 6 seconds.
 MS0284
 MS0284.The orthometric height was determined by differential leveling and
 MS0284.adjusted by the NATIONAL GEODETIC SURVEY
 MS0284.in June 1991.
 MS0284
 MS0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0284.GEOID18 height accuracy estimate available here.
 MS0284
 MS0284.Click photographs - Photos may exist for this station.
 MS0284
 MS0284.The dynamic height is computed by dividing the NAVD 88
 MS0284.geopotential number by the normal gravity value computed on the
 MS0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0284.degrees latitude (g = 980.6199 gals.).
 MS0284
 MS0284.The modeled gravity was interpolated from observed gravity values.
 MS0284
 MS0284;                    North         East    Units  Estimated Accuracy
 MS0284;SPC UT N     - 1,144,250.      356,550.      MT  (+/- 180 meters Scaled)
 MS0284
 MS0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM149099(NAD 83)
 MS0284
 MS0284                          SUPERSEDED SURVEY CONTROL
 MS0284
 MS0284  NGVD 29 (??/??/92) 1422.880  (m)         4668.23   (f) ADJ UNCH    1 2
 MS0284
 MS0284.Superseded values are not recommended for survey control.
 MS0284
 MS0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0284.See file dsdata.pdf to determine how the superseded data were derived.
 MS0284
 MS0284_MARKER: DB = BENCH MARK DISK
 MS0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0284_STAMPING: Q 95 1953
 MS0284_MARK LOGO: CGS
 MS0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0284+STABILITY: SURFACE MOTION
 MS0284
 MS0284  HISTORY     - Date     Condition        Report By
 MS0284  HISTORY     - 1953     MONUMENTED       CGS
 MS0284
 MS0284                          STATION DESCRIPTION
 MS0284
 MS0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0284'12.4 MI SW FROM KELTON.
 MS0284'12.4 MILES SOUTHWEST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0284'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0284'KELTON, 12 POLES (0.3 MILE) NORTH OF MILEPOLE 721, 3 POLES SOUTH OF A
 MS0284'SMALL NORTHEAST-SOUTHWEST RIDGE, 48 1/2 FEET WEST OF THE CENTER LINE
 MS0284'OF THE ROAD, 6 FEET EAST OF THE CENTER LINE OF A TRACK ROAD, 5 1/2
 MS0284'FEET SOUTH OF TELEPHONE POLE 46B, 1.3 FEET WEST OF A WITNESS POST,
 MS0284'ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 MS0284'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0343 ***********************************************************************
 MS0343  DESIGNATION -  Q 96
 MS0343  PID         -  MS0343
 MS0343  STATE/COUNTY-  UT/BOX ELDER
 MS0343  COUNTRY     -  US
 MS0343  USGS QUAD   -  BOVINE (2017)
 MS0343
 MS0343                         *CURRENT SURVEY CONTROL
 MS0343  ______________________________________________________________________
 MS0343* NAD 83(1986) POSITION- 41 27 33.     (N) 113 37 53.     (W)   SCALED
 MS0343* NAVD 88 ORTHO HEIGHT -  1342.628 (meters)     4404.94  (feet) ADJUSTED
 MS0343  ______________________________________________________________________
 MS0343  GEOID HEIGHT    -        -16.440 (meters)                     GEOID18
 MS0343  DYNAMIC HEIGHT  -       1341.689 (meters)     4401.86  (feet) COMP
 MS0343  MODELED GRAVITY -    979,877.6   (mgal)                       NAVD 88
 MS0343
 MS0343  VERT ORDER      -  FIRST     CLASS II
 MS0343
 MS0343.The horizontal coordinates were scaled from a map and have
 MS0343.an estimated accuracy of +/- 6 seconds.
 MS0343
 MS0343.The orthometric height was determined by differential leveling and
 MS0343.adjusted by the NATIONAL GEODETIC SURVEY
 MS0343.in June 1991.
 MS0343
 MS0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0343.GEOID18 height accuracy estimate available here.
 MS0343
 MS0343.Click photographs - Photos may exist for this station.
 MS0343
 MS0343.The dynamic height is computed by dividing the NAVD 88
 MS0343.geopotential number by the normal gravity value computed on the
 MS0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0343.degrees latitude (g = 980.6199 gals.).
 MS0343
 MS0343.The modeled gravity was interpolated from observed gravity values.
 MS0343
 MS0343;                    North         East    Units  Estimated Accuracy
 MS0343;SPC UT N     - 1,127,210.      321,950.      MT  (+/- 180 meters Scaled)
 MS0343
 MS0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL802930(NAD 83)
 MS0343
 MS0343                          SUPERSEDED SURVEY CONTROL
 MS0343
 MS0343  NGVD 29 (??/??/92) 1341.596  (m)         4401.55   (f) ADJ UNCH    1 2
 MS0343
 MS0343.Superseded values are not recommended for survey control.
 MS0343
 MS0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0343.See file dsdata.pdf to determine how the superseded data were derived.
 MS0343
 MS0343_MARKER: DB = BENCH MARK DISK
 MS0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0343_STAMPING: Q 96 1953
 MS0343_MARK LOGO: CGS
 MS0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0343+STABILITY: SURFACE MOTION
 MS0343
 MS0343  HISTORY     - Date     Condition        Report By
 MS0343  HISTORY     - 1953     MONUMENTED       CGS
 MS0343
 MS0343                          STATION DESCRIPTION
 MS0343
 MS0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0343'4.3 MI SW FROM WATERCRESS.
 MS0343'4.3 MILES SOUTHWEST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0343'PACIFIC COMPANY RAILROAD FROM THE ABANDONED SECTION HOUSE AT
 MS0343'WATERCRESS, 0.35 MILE (14 POLES) NORTHEAST OF MILEPOLE 695, 0.35 MILE
 MS0343'SOUTHWEST OF A 4- BY 4-FOOT STONE BOX CULVERT, 47 1/2 FEET NORTHWEST
 MS0343'OF THE CENTER LINE OF THE ROAD, IN LINE WITH A ROW OF POLES, 10 FEET
 MS0343'SOUTHWEST OF TELEPHONE POLE 37B, 2.5 FEET NORTHEAST OF A WITNESS POST,
 MS0343'ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 MS0343'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0580 ***********************************************************************
 JM0580  DESIGNATION -  QUARRY
 JM0580  PID         -  JM0580
 JM0580  STATE/COUNTY-  UT/GRAND
 JM0580  COUNTRY     -  US
 JM0580  USGS QUAD   -  THE KNOLL (2017)
 JM0580
 JM0580                         *CURRENT SURVEY CONTROL
 JM0580  ______________________________________________________________________
 JM0580* NAD 83(1994) POSITION- 38 31 59.94855(N) 109 48 11.55272(W)   ADJUSTED
 JM0580* NAVD 88 ORTHO HEIGHT -  1886.7   (meters)     6190.    (feet) VERTCON3
 JM0580  ______________________________________________________________________
 JM0580  GEOID HEIGHT    -        -20.522 (meters)                     GEOID18
 JM0580  LAPLACE CORR    -          1.15  (seconds)                    DEFLEC18
 JM0580  HORZ ORDER      -  FIRST
 JM0580
 JM0580.The horizontal coordinates were established by classical geodetic methods
 JM0580.and adjusted by the National Geodetic Survey in November 1997.
 JM0580
 JM0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0580
 JM0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0580.GEOID18 height accuracy estimate available here.
 JM0580
 JM0580.Click photographs - Photos may exist for this station.
 JM0580
 JM0580.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0580
 JM0580. The following values were computed from the NAD 83(1994) position.
 JM0580
 JM0580;                    North         East     Units Scale Factor Converg.
 JM0580;SPC UT C     - 2,023,607.181   647,961.501   MT  1.00015426   +1 05 12.9
 JM0580;SPC UT C     - 6,639,117.89  2,125,853.69   sFT  1.00015426   +1 05 12.9
 JM0580;UTM  12      - 4,265,669.303   604,311.247   MT  0.99973399   +0 44 44.3
 JM0580
 JM0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0580!SPC UT C     -   0.99970727  x   1.00015426  =   0.99986149
 JM0580!UTM  12      -   0.99970727  x   0.99973399  =   0.99944134
 JM0580
 JM0580:                Primary Azimuth Mark                     Grid Az
 JM0580:SPC UT C     -  PLATEAU                                  029 48 49.4
 JM0580:UTM  12      -  PLATEAU                                  030 09 18.0
 JM0580
 JM0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH0431165669(NAD 83)
 JM0580
 JM0580|---------------------------------------------------------------------|
 JM0580| PID    Reference Object                     Distance      Geod. Az  |
 JM0580|                                                           dddmmss.s |
 JM0580| JM0579 PLATEAU                             APPROX. 2.7 KM 0305402.3 |
 JM0580| CM6969 QUARRY RM 1                           7.628 METERS 12551     |
 JM0580| CM6970 QUARRY RM 2                          15.530 METERS 21748     |
 JM0580|---------------------------------------------------------------------|
 JM0580
 JM0580                          SUPERSEDED SURVEY CONTROL
 JM0580
 JM0580  NAD 83(1986)-  38 31 59.93627(N)    109 48 11.55209(W) AD(       ) 1
 JM0580  NAD 27      -  38 32 00.00224(N)    109 48 09.12113(W) AD(       ) 1
 JM0580  NGVD 29 (07/19/86) 1885.6    (m)         6186.     (f) VERT ANG       
 JM0580
 JM0580.Superseded values are not recommended for survey control.
 JM0580
 JM0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0580.See file dsdata.pdf to determine how the superseded data were derived.
 JM0580
 JM0580_MARKER: DD = SURVEY DISK
 JM0580_SETTING: 66 = SET IN ROCK OUTCROP
 JM0580_STAMPING: QUARRY TPC 1972
 JM0580_MARK LOGO: USACE
 JM0580_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0580+STABILITY: POSITION/ELEVATION WELL
 JM0580
 JM0580  HISTORY     - Date     Condition        Report By
 JM0580  HISTORY     - 1972     MONUMENTED       DMA
 JM0580  HISTORY     - 20091129 MARK NOT FOUND   GEOCAC
 JM0580
 JM0580                          STATION DESCRIPTION
 JM0580
 JM0580'DESCRIBED BY DEFENSE MAP AGENCY 1972
 JM0580'THE STATION IS LOCATED 14 MILES WEST-SOUTHWEST OF MOAB AND 12
 JM0580'MILES EAST OF GREEN RIVER.  IT IS ON A SMALL RISE WHICH HAS
 JM0580'BEEN LEVELED FLAT BY QUARRYING OPERATIONS.
 JM0580'
 JM0580'TO REACH THE STATION FROM THE CENTER OF MOAB, GO NORTH ON
 JM0580'U.S. HIGHWAY 163 FOR ABOUT 11 MILES TO INTERSECTION WITH ROAD
 JM0580'FROM THE LEFT WITH A SIGN CANYONLANDS NATIONAL PARK.  TURN LEFT
 JM0580'AND GO WEST FOR 14.4 MILES TO A SHARP LEFT TURN AND INTERSECTION
 JM0580'WITH A GRAVEL ROAD.  FROM HERE PROCEED STRAIGHT AHEAD, LEAVING
 JM0580'THE PAVEMENT AND FOLLOW THE GRAVEL ROAD FOR 1.6 MILES TO A DIM
 JM0580'DIRT TRACK ON THE RIGHT.  TURN RIGHT ON THE DIRT TRACK AND 0.5
 JM0580'MILE TO THE TOP OF A RISE AND SITE OF STATION, LOCATED ABOUT 4
 JM0580'METERS SOUTHEAST OF A WITNESS POST.
 JM0580'
 JM0580'STATION MARK--A CORPS OF ENGINEERS DISK STAMPED--QUARRY TPC
 JM0580'1972 CEMENTED IN A DRILL HOLE IN BEDROCK.
 JM0580'
 JM0580'REFERENCE MARK NO. 1--A CORPS OF ENGINEERS DISK STAMPED--QUARRY
 JM0580'R M 1 TPC 1972 CEMENTED IN A DRILL HOLE IN BEDROCK, 7.628 METERS
 JM0580'SOUTHEAST OF THE STATION.
 JM0580'
 JM0580'REFERENCE MARK NO. 2--A CORPS OF ENGINEERS DISK STAMPED--QUARRY
 JM0580'R M 2 TPC 1972 CEMENTED IN A DRILL HOLE IN BEDROCK, 15.530 METERS
 JM0580'SOUTHWEST OF THE STATION.
 JM0580'
 JM0580'AZIMUTH MARK--A USC AND GS STANDARD TRIANGULATION DISK
 JM0580'STAMPED--PLATEAU 1937, LOCATED ABOUT 3 KILOMETERS NORTHEAST OF
 JM0580'THE STATION ON A PROMINENT LONE BLUFF.
 JM0580
 JM0580                          STATION RECOVERY (2009)
 JM0580
 JM0580'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0580'WP REMAINS BUT A METAL DETECTOR WILL BE NEEDED TO DETERMINE IF THE
 JM0580'STATION IS STILL THERE.  ADDITIONAL MINING MAY HAVE TAKEN RM 2.
 JM0580'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0444 ***********************************************************************
 KN0444  DESIGNATION -  QUIN
 KN0444  PID         -  KN0444
 KN0444  STATE/COUNTY-  UT/UTAH
 KN0444  COUNTRY     -  US
 KN0444  USGS QUAD   -  SANTAQUIN (2017)
 KN0444
 KN0444                         *CURRENT SURVEY CONTROL
 KN0444  ______________________________________________________________________
 KN0444* NAD 83(1994) POSITION- 39 56 23.70018(N) 111 47 23.54456(W)   ADJUSTED
 KN0444* NAVD 88 ORTHO HEIGHT -  1892.0   (meters)     6207.    (feet) VERTCON3
 KN0444  ______________________________________________________________________
 KN0444  GEOID HEIGHT    -        -17.213 (meters)                     GEOID18
 KN0444  LAPLACE CORR    -         12.67  (seconds)                    DEFLEC18
 KN0444  HORZ ORDER      -  FIRST
 KN0444
 KN0444.The horizontal coordinates were established by classical geodetic methods
 KN0444.and adjusted by the National Geodetic Survey in November 1997.
 KN0444
 KN0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0444
 KN0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0444.GEOID18 height accuracy estimate available here.
 KN0444
 KN0444.Click photographs - Photos may exist for this station.
 KN0444
 KN0444.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0444
 KN0444. The following values were computed from the NAD 83(1994) position.
 KN0444
 KN0444;                    North         East     Units Scale Factor Converg.
 KN0444;SPC UT C     - 2,178,400.850   475,227.412   MT  0.99990049   -0 11 08.5
 KN0444;SPC UT C     - 7,146,970.12  1,559,141.93   sFT  0.99990049   -0 11 08.5
 KN0444;UTM  12      - 4,421,387.229   432,517.199   MT  0.99965606   -0 30 25.6
 KN0444
 KN0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0444!SPC UT C     -   0.99970597  x   0.99990049  =   0.99960649
 KN0444!UTM  12      -   0.99970597  x   0.99965606  =   0.99936213
 KN0444
 KN0444:                Primary Azimuth Mark                     Grid Az
 KN0444:SPC UT C     -  QUIN AZ MK                               007 25 34.1
 KN0444:UTM  12      -  QUIN AZ MK                               007 44 51.2
 KN0444
 KN0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK3251721387(NAD 83)
 KN0444
 KN0444|---------------------------------------------------------------------|
 KN0444| PID    Reference Object                     Distance      Geod. Az  |
 KN0444|                                                           dddmmss.s |
 KN0444| CM5817 QUIN AZ MK                                         0071425.6 |
 KN0444| CM5818 QUIN RM 1                             7.173 METERS 11422     |
 KN0444| CM5819 QUIN RM 2                            13.695 METERS 17035     |
 KN0444|---------------------------------------------------------------------|
 KN0444
 KN0444                          SUPERSEDED SURVEY CONTROL
 KN0444
 KN0444  NAD 83(1993)-  39 56 23.70010(N)    111 47 23.54482(W) AD(       ) 1
 KN0444  NAD 83(1986)-  39 56 23.68735(N)    111 47 23.53798(W) AD(       ) 1
 KN0444  NAD 27      -  39 56 23.85100(N)    111 47 20.77600(W) AD(       ) 1
 KN0444  NGVD 29 (07/19/86) 1890.9    (m)         6204.     (f) VERT ANG       
 KN0444
 KN0444.Superseded values are not recommended for survey control.
 KN0444
 KN0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0444.See file dsdata.pdf to determine how the superseded data were derived.
 KN0444
 KN0444_MARKER: DS = TRIANGULATION STATION DISK
 KN0444_SETTING: 66 = SET IN ROCK OUTCROP
 KN0444_STAMPING: QUIN 1947
 KN0444_MARK LOGO: CGS
 KN0444_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0444+STABILITY: POSITION/ELEVATION WELL
 KN0444
 KN0444  HISTORY     - Date     Condition        Report By
 KN0444  HISTORY     - 1947     MONUMENTED       CGS
 KN0444
 KN0444                          STATION DESCRIPTION
 KN0444
 KN0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KN0444'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTH OF SANTAQUIN ON
 KN0444'A BARE KNOLL THAT IS THE NORTHWESTERN END OF A PROMINENT RIDGE
 KN0444'EXTENDING FROM THE HIGHER MOUNTAINS TO THE SOUTH AND EAST.  THE
 KN0444'STATION MARK IS A BRONZE DISK SET FLUSH, 125 FEET NORTHWEST
 KN0444'OF THE HIGHEST POINT OF KNOLL AND 12 FEET NORTHWEST OF A
 KN0444'ROCK CAIRN.  IT IS STAMPED, QUIN 1947.
 KN0444'
 KN0444'REFERENCE MARK NO. 1 IS A BRONZE DISK, SET 8 FEET EAST OF
 KN0444'A ROCK CAIRN, PROJECTS 12 INCHES, IS 1 FOOT HIGHER THAN THE
 KN0444'STATION MARK AND IS STAMPED, QUIN NO 1 1947.
 KN0444'
 KN0444'REFERENCE MARK NO. 2 IS A BRONZE DISK, PROJECTS 14 INCHES,
 KN0444'IS THE SAME ELEVATION AS THE STATION MARK AND IS STAMPED, QUIN
 KN0444'NO 2 1947.
 KN0444'
 KN0444'THE AZIMUTH MARK IS A BRONZE DISK, SET ON A SAGEBRUSH COVERED
 KN0444'RIDGE, 75 YARDS SOUTH-SOUTHEAST OF A POWERLINE POLE AND
 KN0444'6 FEET SOUTHEAST OF A SMALL ROCK CAIRN.  IT PROJECTS 8 INCHES
 KN0444'AND IS STAMPED, QUIN 1947.
 KN0444'
 KN0444'TO REACH THE STATION FROM THE I.G.A. STORE IN SANTAQUIN.  GO
 KN0444'SOUTH ON AN OILED ROAD 1.0 MILE TO A FORK.  TURN RIGHT, GO
 KN0444'0.65 MILE TO A FENCE CORNER ON RIGHT AND END OF TRUCK TRAVEL
 KN0444'FOR A TWO WHEEL DRIVE VEHICLE.  LEAVE ROAD, TURN RIGHT,
 KN0444'CROSS WASH TO TOP OF RIDGE.  BEAR LEFT, FOLLOW RIDGE 0.45
 KN0444'MILE TO AZIMUTH MARK.  CONTINUE UP RIDGE SOUTHERLY 0.85 MILE TO
 KN0444'KNOLL ON RIGHT AND STATION.  A DRIVE STATION WITH A FOUR WHEEL
 KN0444'DRIVE VEHICLE AND AN HOUR PACK WITH A TWO WHEEL DRIVE VEHICLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0128 ***********************************************************************
 LO0128  DESIGNATION -  R 100
 LO0128  PID         -  LO0128
 LO0128  STATE/COUNTY-  UT/DUCHESNE
 LO0128  COUNTRY     -  US
 LO0128  USGS QUAD   -  HANNA (2017)
 LO0128
 LO0128                         *CURRENT SURVEY CONTROL
 LO0128  ______________________________________________________________________
 LO0128* NAD 83(1986) POSITION- 40 27 47.     (N) 110 50 01.     (W)   SCALED
 LO0128* NAVD 88 ORTHO HEIGHT -  2129.397 (meters)     6986.20  (feet) ADJUSTED
 LO0128  ______________________________________________________________________
 LO0128  GEOID HEIGHT    -        -14.296 (meters)                     GEOID18
 LO0128  DYNAMIC HEIGHT  -       2127.273 (meters)     6979.23  (feet) COMP
 LO0128  MODELED GRAVITY -    979,551.7   (mgal)                       NAVD 88
 LO0128
 LO0128  VERT ORDER      -  SECOND    CLASS 0
 LO0128
 LO0128.The horizontal coordinates were scaled from a map and have
 LO0128.an estimated accuracy of +/- 6 seconds.
 LO0128
 LO0128.The orthometric height was determined by differential leveling and
 LO0128.adjusted by the NATIONAL GEODETIC SURVEY
 LO0128.in June 1991.
 LO0128
 LO0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0128.GEOID18 height accuracy estimate available here.
 LO0128
 LO0128.Click photographs - Photos may exist for this station.
 LO0128
 LO0128.The dynamic height is computed by dividing the NAVD 88
 LO0128.geopotential number by the normal gravity value computed on the
 LO0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0128.degrees latitude (g = 980.6199 gals.).
 LO0128
 LO0128.The modeled gravity was interpolated from observed gravity values.
 LO0128
 LO0128;                    North         East    Units  Estimated Accuracy
 LO0128;SPC UT C     - 2,236,660.      556,520.      MT  (+/- 180 meters Scaled)
 LO0128
 LO0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK141791(NAD 83)
 LO0128
 LO0128                          SUPERSEDED SURVEY CONTROL
 LO0128
 LO0128  NGVD 29 (??/??/92) 2128.031  (m)         6981.72   (f) ADJ UNCH    2 0
 LO0128
 LO0128.Superseded values are not recommended for survey control.
 LO0128
 LO0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0128.See file dsdata.pdf to determine how the superseded data were derived.
 LO0128
 LO0128_MARKER: DB = BENCH MARK DISK
 LO0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0128_SP_SET: ABUTMENT
 LO0128_STAMPING: R 100 1962
 LO0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0128
 LO0128  HISTORY     - Date     Condition        Report By
 LO0128  HISTORY     - 1962     MONUMENTED       CGS
 LO0128
 LO0128                          STATION DESCRIPTION
 LO0128
 LO0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0128'11.45 MI NW FROM TABIONA.
 LO0128'11.45 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0128'TABIONA, 0.4 MILE NORTHWEST OF STOCKMORE RANGER STATION, IN THE TOP OF
 LO0128'THE NORTH END OF THE WEST ABUTMENT OF CONCRETE BRIDGE 51.1 OVER
 LO0128'DUCHESNE RIVER, 15 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND
 LO0128'ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0111 ***********************************************************************
 LO0111  DESIGNATION -  R 101
 LO0111  PID         -  LO0111
 LO0111  STATE/COUNTY-  UT/DUCHESNE
 LO0111  COUNTRY     -  US
 LO0111  USGS QUAD   -  TABIONA (2017)
 LO0111
 LO0111                         *CURRENT SURVEY CONTROL
 LO0111  ______________________________________________________________________
 LO0111* NAD 83(1986) POSITION- 40 19 59.     (N) 110 40 30.     (W)   SCALED
 LO0111* NAVD 88 ORTHO HEIGHT -  1964.907 (meters)     6446.53  (feet) ADJUSTED
 LO0111  ______________________________________________________________________
 LO0111  GEOID HEIGHT    -        -15.734 (meters)                     GEOID18
 LO0111  DYNAMIC HEIGHT  -       1962.925 (meters)     6440.03  (feet) COMP
 LO0111  MODELED GRAVITY -    979,547.4   (mgal)                       NAVD 88
 LO0111
 LO0111  VERT ORDER      -  SECOND    CLASS 0
 LO0111
 LO0111.The horizontal coordinates were scaled from a map and have
 LO0111.an estimated accuracy of +/- 6 seconds.
 LO0111
 LO0111.The orthometric height was determined by differential leveling and
 LO0111.adjusted by the NATIONAL GEODETIC SURVEY
 LO0111.in June 1991.
 LO0111
 LO0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0111.GEOID18 height accuracy estimate available here.
 LO0111
 LO0111.Click photographs - Photos may exist for this station.
 LO0111
 LO0111.The dynamic height is computed by dividing the NAVD 88
 LO0111.geopotential number by the normal gravity value computed on the
 LO0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0111.degrees latitude (g = 980.6199 gals.).
 LO0111
 LO0111.The modeled gravity was interpolated from observed gravity values.
 LO0111
 LO0111;                    North         East    Units  Estimated Accuracy
 LO0111;SPC UT C     - 2,222,330.      570,100.      MT  (+/- 180 meters Scaled)
 LO0111
 LO0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK276647(NAD 83)
 LO0111
 LO0111                          SUPERSEDED SURVEY CONTROL
 LO0111
 LO0111  NGVD 29 (??/??/92) 1963.536  (m)         6442.03   (f) ADJ UNCH    2 0
 LO0111
 LO0111.Superseded values are not recommended for survey control.
 LO0111
 LO0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0111.See file dsdata.pdf to determine how the superseded data were derived.
 LO0111
 LO0111_MARKER: DB = BENCH MARK DISK
 LO0111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0111_SP_SET: CULVERT
 LO0111_STAMPING: R 101 1962
 LO0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0111
 LO0111  HISTORY     - Date     Condition        Report By
 LO0111  HISTORY     - 1962     MONUMENTED       CGS
 LO0111
 LO0111                          STATION DESCRIPTION
 LO0111
 LO0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0111'2.65 MI SE FROM TABIONA.
 LO0111'2.65 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0111'TABIONA, IN THE TOP AND 0.8 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 LO0111'NORTHEAST CONCRETE HEAD WALL OF A 70-INCH PIPE CULVERT, 23 FEET
 LO0111'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET WEST OF THE
 LO0111'CENTER OF A GATE, ABOUT LEVEL WITH THE HIGHWAY, AND 0.3 FOOT ABOVE THE
 LO0111'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0248 ***********************************************************************
 LN0248  DESIGNATION -  R 102
 LN0248  PID         -  LN0248
 LN0248  STATE/COUNTY-  UT/DAGGETT
 LN0248  COUNTRY     -  US
 LN0248  USGS QUAD   -  GOSLIN MOUNTAIN (2017)
 LN0248
 LN0248                         *CURRENT SURVEY CONTROL
 LN0248  ______________________________________________________________________
 LN0248* NAD 83(1986) POSITION- 40 59 18.     (N) 109 18 05.     (W)   SCALED
 LN0248* NAVD 88 ORTHO HEIGHT -  2097.184 (meters)     6880.51  (feet) ADJUSTED
 LN0248  ______________________________________________________________________
 LN0248  GEOID HEIGHT    -        -14.098 (meters)                     GEOID18
 LN0248  DYNAMIC HEIGHT  -       2095.283 (meters)     6874.27  (feet) COMP
 LN0248  MODELED GRAVITY -    979,641.9   (mgal)                       NAVD 88
 LN0248
 LN0248  VERT ORDER      -  SECOND    CLASS 0
 LN0248
 LN0248.The horizontal coordinates were scaled from a map and have
 LN0248.an estimated accuracy of +/- 6 seconds.
 LN0248
 LN0248.The orthometric height was determined by differential leveling and
 LN0248.adjusted by the NATIONAL GEODETIC SURVEY
 LN0248.in June 1991.
 LN0248
 LN0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0248.GEOID18 height accuracy estimate available here.
 LN0248
 LN0248.Click photographs - Photos may exist for this station.
 LN0248
 LN0248.The dynamic height is computed by dividing the NAVD 88
 LN0248.geopotential number by the normal gravity value computed on the
 LN0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0248.degrees latitude (g = 980.6199 gals.).
 LN0248
 LN0248.The modeled gravity was interpolated from observed gravity values.
 LN0248
 LN0248;                    North         East    Units  Estimated Accuracy
 LN0248;SPC UT N     - 1,075,080.      684,990.      MT  (+/- 180 meters Scaled)
 LN0248
 LN0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL428388(NAD 83)
 LN0248
 LN0248                          SUPERSEDED SURVEY CONTROL
 LN0248
 LN0248  NGVD 29 (??/??/92) 2095.902  (m)         6876.31   (f) ADJ UNCH    2 0
 LN0248
 LN0248.Superseded values are not recommended for survey control.
 LN0248
 LN0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0248.See file dsdata.pdf to determine how the superseded data were derived.
 LN0248
 LN0248_MARKER: DB = BENCH MARK DISK
 LN0248_SETTING: 66 = SET IN ROCK OUTCROP
 LN0248_STAMPING: R 102 1962
 LN0248_MARK LOGO: CGS
 LN0248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0248+STABILITY: POSITION/ELEVATION WELL
 LN0248
 LN0248  HISTORY     - Date     Condition        Report By
 LN0248  HISTORY     - 1962     MONUMENTED       CGS
 LN0248
 LN0248                          STATION DESCRIPTION
 LN0248
 LN0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0248'21.1 MI E FROM LINWOOD.
 LN0248'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0248'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 16.1 MILES
 LN0248'EAST ALONG CLAY BASIN ROAD, IN THE TOP OF A MASSIVE OUTCROP ON THE
 LN0248'EDGE OF A CREEK, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, 94 FEET
 LN0248'NORTHEAST OF THE CENTER OF THE WEST END OF AN 18-INCH PIPE CULVERT, 10
 LN0248'FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND LEVEL WITH
 LN0248'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0046 ***********************************************************************
 LO0046  DESIGNATION -  R 103
 LO0046  PID         -  LO0046
 LO0046  STATE/COUNTY-  UT/DUCHESNE
 LO0046  COUNTRY     -  US
 LO0046  USGS QUAD   -  DUCHESNE (2017)
 LO0046
 LO0046                         *CURRENT SURVEY CONTROL
 LO0046  ______________________________________________________________________
 LO0046* NAD 83(1986) POSITION- 40 11 31.80   (N) 110 23 34.20   (W)   HD_HELD1
 LO0046* NAVD 88 ORTHO HEIGHT -  1760.637 (meters)     5776.36  (feet) ADJUSTED
 LO0046  ______________________________________________________________________
 LO0046  GEOID HEIGHT    -        -17.141 (meters)                     GEOID18
 LO0046  DYNAMIC HEIGHT  -       1758.917 (meters)     5770.71  (feet) COMP
 LO0046  MODELED GRAVITY -    979,587.3   (mgal)                       NAVD 88
 LO0046
 LO0046  VERT ORDER      -  SECOND    CLASS 0
 LO0046
 LO0046.This mark is at Duchesne Airport (U69)
 LO0046
 LO0046.The horizontal coordinates were determined by differentially corrected
 LO0046.hand held GPS observations or other comparable positioning techniques
 LO0046.and have an estimated accuracy of +/- 3 meters.
 LO0046
 LO0046.The orthometric height was determined by differential leveling and
 LO0046.adjusted by the NATIONAL GEODETIC SURVEY
 LO0046.in June 1991.
 LO0046
 LO0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0046.GEOID18 height accuracy estimate available here.
 LO0046
 LO0046.Click photographs - Photos may exist for this station.
 LO0046
 LO0046.The dynamic height is computed by dividing the NAVD 88
 LO0046.geopotential number by the normal gravity value computed on the
 LO0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0046.degrees latitude (g = 980.6199 gals.).
 LO0046
 LO0046.The modeled gravity was interpolated from observed gravity values.
 LO0046
 LO0046;                    North         East    Units  Estimated Accuracy
 LO0046;SPC UT C     - 2,206,950.4     594,269.6     MT  (+/- 3 meters HH1 GPS) 
 LO0046
 LO0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK5168249262(NAD 83)
 LO0046
 LO0046                          SUPERSEDED SURVEY CONTROL
 LO0046
 LO0046  NGVD 29 (??/??/92) 1759.332  (m)         5772.08   (f) ADJ UNCH    2 0
 LO0046
 LO0046.Superseded values are not recommended for survey control.
 LO0046
 LO0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0046.See file dsdata.pdf to determine how the superseded data were derived.
 LO0046
 LO0046_MARKER: DB = BENCH MARK DISK
 LO0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0046_STAMPING: R 103 1962
 LO0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0046+STABILITY: SURFACE MOTION
 LO0046
 LO0046  HISTORY     - Date     Condition        Report By
 LO0046  HISTORY     - 1962     MONUMENTED       CGS
 LO0046
 LO0046                          STATION DESCRIPTION
 LO0046
 LO0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0046'2.15 MI N FROM DUCHESNE.
 LO0046'2.15 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0046'HIGHWAY 40 AT DUCHESNE, AT THE ASPHALT ENTRANCE ROAD LEADING EAST TO
 LO0046'THE DUCHESNE AIRPORT, 73 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LO0046'148 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 149 FEET SOUTH OF
 LO0046'THE CENTER LINE OF THE ROAD, 2.8 FEET WEST OF A WITNESS POST, ABOUT 3
 LO0046'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 LO0046'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0151 ***********************************************************************
 LO0151  DESIGNATION -  R 104
 LO0151  PID         -  LO0151
 LO0151  STATE/COUNTY-  UT/DUCHESNE
 LO0151  COUNTRY     -  US
 LO0151  USGS QUAD   -  TABIONA (2017)
 LO0151
 LO0151                         *CURRENT SURVEY CONTROL
 LO0151  ______________________________________________________________________
 LO0151* NAD 83(1986) POSITION- 40 18 45.     (N) 110 41 59.     (W)   SCALED
 LO0151* NAVD 88 ORTHO HEIGHT -  2076.146 (meters)     6811.49  (feet) ADJUSTED
 LO0151  ______________________________________________________________________
 LO0151  GEOID HEIGHT    -        -15.799 (meters)                     GEOID18
 LO0151  DYNAMIC HEIGHT  -       2074.040 (meters)     6804.58  (feet) COMP
 LO0151  MODELED GRAVITY -    979,537.0   (mgal)                       NAVD 88
 LO0151
 LO0151  VERT ORDER      -  SECOND    CLASS 0
 LO0151
 LO0151.The horizontal coordinates were scaled from a map and have
 LO0151.an estimated accuracy of +/- 6 seconds.
 LO0151
 LO0151.The orthometric height was determined by differential leveling and
 LO0151.adjusted by the NATIONAL GEODETIC SURVEY
 LO0151.in June 1991.
 LO0151
 LO0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0151.GEOID18 height accuracy estimate available here.
 LO0151
 LO0151.Click photographs - Photos may exist for this station.
 LO0151
 LO0151.The dynamic height is computed by dividing the NAVD 88
 LO0151.geopotential number by the normal gravity value computed on the
 LO0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0151.degrees latitude (g = 980.6199 gals.).
 LO0151
 LO0151.The modeled gravity was interpolated from observed gravity values.
 LO0151
 LO0151;                    North         East    Units  Estimated Accuracy
 LO0151;SPC UT C     - 2,220,030.      568,020.      MT  (+/- 180 meters Scaled)
 LO0151
 LO0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK255624(NAD 83)
 LO0151
 LO0151                          SUPERSEDED SURVEY CONTROL
 LO0151
 LO0151  NGVD 29 (??/??/92) 2074.780  (m)         6807.01   (f) ADJ UNCH    2 0
 LO0151
 LO0151.Superseded values are not recommended for survey control.
 LO0151
 LO0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0151.See file dsdata.pdf to determine how the superseded data were derived.
 LO0151
 LO0151_MARKER: DB = BENCH MARK DISK
 LO0151_SETTING: 66 = SET IN ROCK OUTCROP
 LO0151_STAMPING: R 104 1962
 LO0151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0151+STABILITY: POSITION/ELEVATION WELL
 LO0151
 LO0151  HISTORY     - Date     Condition        Report By
 LO0151  HISTORY     - 1962     MONUMENTED       CGS
 LO0151
 LO0151                          STATION DESCRIPTION
 LO0151
 LO0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0151'5.4 MI S FROM TABIONA.
 LO0151'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0151'TABIONA, THENCE 2.5 MILES SOUTH ALONG STATE HIGHWAY 208, 27 FEET
 LO0151'EAST-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A 5 BY
 LO0151'6 FOOT SANDSTONE OUTCROP WHICH PROJECTS 1 FOOT ABOVE THE GROUND, AT
 LO0151'THE NORTH-NORTHWEST END OF A SMALL CUT, 21 FEET WEST-SOUTHWEST OF A
 LO0151'LONE PINE TREE, 2.9 FEET EAST OF A WITNESS POST, AND ABOUT 1 1/2 FEET
 LO0151'HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0264 ***********************************************************************
 LO0264  DESIGNATION -  R 105
 LO0264  PID         -  LO0264
 LO0264  STATE/COUNTY-  UT/WASATCH
 LO0264  COUNTRY     -  US
 LO0264  USGS QUAD   -  SOAPSTONE BASIN (2017)
 LO0264
 LO0264                         *CURRENT SURVEY CONTROL
 LO0264  ______________________________________________________________________
 LO0264* NAD 83(1986) POSITION- 40 30 43.     (N) 111 02 43.     (W)   SCALED
 LO0264* NAVD 88 ORTHO HEIGHT -  2582.855 (meters)     8473.92  (feet) ADJUSTED
 LO0264  ______________________________________________________________________
 LO0264  GEOID HEIGHT    -        -14.137 (meters)                     GEOID18
 LO0264  DYNAMIC HEIGHT  -       2580.147 (meters)     8465.03  (feet) COMP
 LO0264  MODELED GRAVITY -    979,482.2   (mgal)                       NAVD 88
 LO0264
 LO0264  VERT ORDER      -  SECOND    CLASS 0
 LO0264
 LO0264.The horizontal coordinates were scaled from a map and have
 LO0264.an estimated accuracy of +/- 6 seconds.
 LO0264
 LO0264.The orthometric height was determined by differential leveling and
 LO0264.adjusted by the NATIONAL GEODETIC SURVEY
 LO0264.in June 1991.
 LO0264
 LO0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0264.GEOID18 height accuracy estimate available here.
 LO0264
 LO0264.Click photographs - Photos may exist for this station.
 LO0264
 LO0264.The dynamic height is computed by dividing the NAVD 88
 LO0264.geopotential number by the normal gravity value computed on the
 LO0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0264.degrees latitude (g = 980.6199 gals.).
 LO0264
 LO0264.The modeled gravity was interpolated from observed gravity values.
 LO0264
 LO0264;                    North         East    Units  Estimated Accuracy
 LO0264;SPC UT C     - 2,241,970.      538,540.      MT  (+/- 180 meters Scaled)
 LO0264
 LO0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK961845(NAD 83)
 LO0264
 LO0264                          SUPERSEDED SURVEY CONTROL
 LO0264
 LO0264  NGVD 29 (??/??/92) 2581.410  (m)         8469.18   (f) ADJ UNCH    2 0
 LO0264
 LO0264.Superseded values are not recommended for survey control.
 LO0264
 LO0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0264.See file dsdata.pdf to determine how the superseded data were derived.
 LO0264
 LO0264_MARKER: DB = BENCH MARK DISK
 LO0264_SETTING: 80 = SET IN A BOULDER
 LO0264_STAMPING: R 105 1962
 LO0264_MARK LOGO: CGS
 LO0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0264+STABILITY: SURFACE MOTION
 LO0264
 LO0264  HISTORY     - Date     Condition        Report By
 LO0264  HISTORY     - 1962     MONUMENTED       CGS
 LO0264
 LO0264                          STATION DESCRIPTION
 LO0264
 LO0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0264'17.7 MI SE FROM FRANCIS.
 LO0264'17.7 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0264'HIGHWAY 189 AT FRANCIS, SET VERTICALLY IN THE WEST-SOUTHWEST FACE OF A
 LO0264'5- BY 5-FOOT BOULDER WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE THE GROUND,
 LO0264'22 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET WEST
 LO0264'OF AN ASPEN TREE MARKED BM, ABOUT 3 FEET HIGHER THEN THE HIGHWAY, AND
 LO0264'1.2 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0302 ***********************************************************************
 LO0302  DESIGNATION -  R 106
 LO0302  PID         -  LO0302
 LO0302  STATE/COUNTY-  UT/SUMMIT
 LO0302  COUNTRY     -  US
 LO0302  USGS QUAD   -  KAMAS (2017)
 LO0302
 LO0302                         *CURRENT SURVEY CONTROL
 LO0302  ______________________________________________________________________
 LO0302* NAD 83(1986) POSITION- 40 44 32.6    (N) 111 21 23.1    (W)   HD_HELD2
 LO0302* NAVD 88 ORTHO HEIGHT -  1869.609 (meters)     6133.88  (feet) ADJUSTED
 LO0302  ______________________________________________________________________
 LO0302  GEOID HEIGHT    -        -15.426 (meters)                     GEOID18
 LO0302  DYNAMIC HEIGHT  -       1867.890 (meters)     6128.24  (feet) COMP
 LO0302  MODELED GRAVITY -    979,639.4   (mgal)                       NAVD 88
 LO0302
 LO0302  VERT ORDER      -  SECOND    CLASS 0
 LO0302
 LO0302.The horizontal coordinates were established by autonomous hand held GPS
 LO0302.observations and have an estimated accuracy of +/- 10 meters.
 LO0302
 LO0302.The orthometric height was determined by differential leveling and
 LO0302.adjusted by the NATIONAL GEODETIC SURVEY
 LO0302.in June 1991.
 LO0302
 LO0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0302.GEOID18 height accuracy estimate available here.
 LO0302
 LO0302.Click photographs - Photos may exist for this station.
 LO0302
 LO0302.The dynamic height is computed by dividing the NAVD 88
 LO0302.geopotential number by the normal gravity value computed on the
 LO0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0302.degrees latitude (g = 980.6199 gals.).
 LO0302
 LO0302.The modeled gravity was interpolated from observed gravity values.
 LO0302
 LO0302;                    North         East    Units  Estimated Accuracy
 LO0302;SPC UT N     - 1,045,435.      512,127.      MT  (+/- 10 meters HH2 GPS)
 LO0302
 LO0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL6990810221(NAD 83)
 LO0302
 LO0302                          SUPERSEDED SURVEY CONTROL
 LO0302
 LO0302  NGVD 29 (??/??/92) 1868.342  (m)         6129.72   (f) ADJ UNCH    2 0
 LO0302
 LO0302.Superseded values are not recommended for survey control.
 LO0302
 LO0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0302.See file dsdata.pdf to determine how the superseded data were derived.
 LO0302
 LO0302_MARKER: DB = BENCH MARK DISK
 LO0302_SETTING: 66 = SET IN ROCK OUTCROP
 LO0302_STAMPING: R 106 1962
 LO0302_MARK LOGO: CGS
 LO0302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0302+STABILITY: POSITION/ELEVATION WELL
 LO0302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LO0302+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2005
 LO0302
 LO0302  HISTORY     - Date     Condition        Report By
 LO0302  HISTORY     - 1962     MONUMENTED       CGS
 LO0302  HISTORY     - 20050908 GOOD             INDIV
 LO0302  HISTORY     - 20101211 GOOD             GEOCAC
 LO0302
 LO0302                          STATION DESCRIPTION
 LO0302
 LO0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0302'6.4 MI SE FROM WANSHIP.
 LO0302'6.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 159 FROM THE LATTER DAY SAINTS
 LO0302'CHURCH AT WANSHIP, AT THE EAST END OF A ROCK CUT, SET VERTICALLY IN
 LO0302'THE NORTH FACE OF THE ROCK CUT, 16 FEET SOUTH OF THE CENTER LINE OF
 LO0302'THE HIGHWAY, ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY, AND 2.6 FEET
 LO0302'ABOVE THE GROUND.
 LO0302
 LO0302                          STATION RECOVERY (2005)
 LO0302
 LO0302'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RW)
 LO0302'RECOVERED IN GOOD CONDITION.
 LO0302
 LO0302                          STATION RECOVERY (2010)
 LO0302
 LO0302'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 LO0302'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0226 ***********************************************************************
 LO0226  DESIGNATION -  R 107
 LO0226  PID         -  LO0226
 LO0226  STATE/COUNTY-  UT/WASATCH
 LO0226  COUNTRY     -  US
 LO0226  USGS QUAD   -  HEBER CITY (2017)
 LO0226
 LO0226                         *CURRENT SURVEY CONTROL
 LO0226  ______________________________________________________________________
 LO0226* NAD 83(1986) POSITION- 40 34 06.     (N) 111 25 34.     (W)   SCALED
 LO0226* NAVD 88 ORTHO HEIGHT -  1756.446 (meters)     5762.61  (feet) ADJUSTED
 LO0226  ______________________________________________________________________
 LO0226  GEOID HEIGHT    -        -15.611 (meters)                     GEOID18
 LO0226  DYNAMIC HEIGHT  -       1754.830 (meters)     5757.30  (feet) COMP
 LO0226  MODELED GRAVITY -    979,643.6   (mgal)                       NAVD 88
 LO0226
 LO0226  VERT ORDER      -  SECOND    CLASS 0
 LO0226
 LO0226.The horizontal coordinates were scaled from a map and have
 LO0226.an estimated accuracy of +/- 6 seconds.
 LO0226
 LO0226.The orthometric height was determined by differential leveling and
 LO0226.adjusted by the NATIONAL GEODETIC SURVEY
 LO0226.in June 1991.
 LO0226
 LO0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0226.GEOID18 height accuracy estimate available here.
 LO0226
 LO0226.Click photographs - Photos may exist for this station.
 LO0226
 LO0226.The dynamic height is computed by dividing the NAVD 88
 LO0226.geopotential number by the normal gravity value computed on the
 LO0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0226.degrees latitude (g = 980.6199 gals.).
 LO0226
 LO0226.The modeled gravity was interpolated from observed gravity values.
 LO0226
 LO0226;                    North         East    Units  Estimated Accuracy
 LO0226;SPC UT C     - 2,248,140.      506,260.      MT  (+/- 180 meters Scaled)
 LO0226
 LO0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK639909(NAD 83)
 LO0226
 LO0226                          SUPERSEDED SURVEY CONTROL
 LO0226
 LO0226  NGVD 29 (??/??/92) 1755.236  (m)         5758.64   (f) ADJ UNCH    2 0
 LO0226
 LO0226.Superseded values are not recommended for survey control.
 LO0226
 LO0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0226.See file dsdata.pdf to determine how the superseded data were derived.
 LO0226
 LO0226_MARKER: DB = BENCH MARK DISK
 LO0226_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0226_SP_SET: CULVERT HEADWALL
 LO0226_STAMPING: R 107 1962
 LO0226_MARK LOGO: CGS
 LO0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0226+STABILITY: SURFACE MOTION
 LO0226
 LO0226  HISTORY     - Date     Condition        Report By
 LO0226  HISTORY     - 1962     MONUMENTED       CGS
 LO0226  HISTORY     - 20101211 MARK NOT FOUND   GEOCAC
 LO0226
 LO0226                          STATION DESCRIPTION
 LO0226
 LO0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0226'4.55 MI N FROM HEBER.
 LO0226'4.55 MILES NORTH ALONG U.S. HIGHWAY 189 FROM THE POST OFFICE AT HEBER,
 LO0226'IN THE TOP AND 0.9 FOOT SOUTH OF THE NORTH END OF THE EAST CONCRETE
 LO0226'HEAD WALL OF CONCRETE BOX CULVERT 13.7, NEAR A POWER PLANT BEARING H.
 LO0226'L. AND P. P. ERECTED 1909 SIGN, 30 FEET EAST OF THE CENTER LINE OF THE
 LO0226'HIGHWAY, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
 LO0226
 LO0226                          STATION RECOVERY (2010)
 LO0226
 LO0226'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 LO0226'THIS END OF THE BOX CULVERT HAS BEEN FILLED IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0115 ***********************************************************************
 JN0115  DESIGNATION -  R 11
 JN0115  PID         -  JN0115
 JN0115  STATE/COUNTY-  UT/EMERY
 JN0115  COUNTRY     -  US
 JN0115  USGS QUAD   -  OLD WOMAN WASH (2017)
 JN0115
 JN0115                         *CURRENT SURVEY CONTROL
 JN0115  ______________________________________________________________________
 JN0115* NAD 83(1986) POSITION- 38 40 01.89   (N) 110 36 42.48   (W)   HD_HELD1
 JN0115* NAVD 88 ORTHO HEIGHT -  1575.424 (meters)     5168.70  (feet) ADJUSTED
 JN0115  ______________________________________________________________________
 JN0115  GEOID HEIGHT    -        -19.316 (meters)                     GEOID18
 JN0115  DYNAMIC HEIGHT  -       1573.825 (meters)     5163.46  (feet) COMP
 JN0115  MODELED GRAVITY -    979,557.5   (mgal)                       NAVD 88
 JN0115
 JN0115  VERT ORDER      -  FIRST     CLASS II
 JN0115
 JN0115.The horizontal coordinates were determined by differentially corrected
 JN0115.hand held GPS observations or other comparable positioning techniques
 JN0115.and have an estimated accuracy of +/- 3 meters.
 JN0115
 JN0115.The orthometric height was determined by differential leveling and
 JN0115.adjusted by the NATIONAL GEODETIC SURVEY
 JN0115.in June 1991.
 JN0115
 JN0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0115.GEOID18 height accuracy estimate available here.
 JN0115
 JN0115.Click photographs - Photos may exist for this station.
 JN0115
 JN0115.The dynamic height is computed by dividing the NAVD 88
 JN0115.geopotential number by the normal gravity value computed on the
 JN0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0115.degrees latitude (g = 980.6199 gals.).
 JN0115
 JN0115.The modeled gravity was interpolated from observed gravity values.
 JN0115
 JN0115;                    North         East    Units  Estimated Accuracy
 JN0115;SPC UT C     - 2,037,450.4     577,307.5     MT  (+/- 3 meters HH1 GPS) 
 JN0115
 JN0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH3377179917(NAD 83)
 JN0115
 JN0115                          SUPERSEDED SURVEY CONTROL
 JN0115
 JN0115  NGVD 29 (??/??/92) 1574.348  (m)         5165.17   (f) ADJ UNCH    1 2
 JN0115
 JN0115.Superseded values are not recommended for survey control.
 JN0115
 JN0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0115.See file dsdata.pdf to determine how the superseded data were derived.
 JN0115
 JN0115_MARKER: DB = BENCH MARK DISK
 JN0115_SETTING: 66 = SET IN ROCK OUTCROP
 JN0115_STAMPING: R 11 1921
 JN0115_MARK LOGO: CGS
 JN0115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0115+STABILITY: POSITION/ELEVATION WELL
 JN0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0115+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2020
 JN0115
 JN0115  HISTORY     - Date     Condition        Report By
 JN0115  HISTORY     - 1921     MONUMENTED       CGS
 JN0115  HISTORY     - 20200217 GOOD             INDIV
 JN0115
 JN0115                          STATION DESCRIPTION
 JN0115
 JN0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 JN0115'35.75 MI SW FROM GREEN RIVER.
 JN0115'35-3/4 MILES SOUTHWEST OF GREEN RIVER, EMERY COUNTY, 6 MILES SOUTH OF
 JN0115'LOST SPRING, 1-1/4 MILES SOUTH OF COYOTE SPRINGS, IN THE FORK AT THE
 JN0115'JUNCTION OF THE HANKSVILLE ROAD AND THE OLD ROAD, ON THE TOP OF A
 JN0115'RIDGE, AND NEAR A PILE OF ROCKS.  A STANDARD DISK, STAMPED R 11 1921
 JN0115'AND SET IN THE TOP OF A CONCRETE POST.
 JN0115
 JN0115                          STATION RECOVERY (2020)
 JN0115
 JN0115'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 JN0115'THERE IS NO LONGER ANY SIGN OF THE HIGHWAYS MENTIONED IN THE
 JN0115'DESCRIPTION.  MARK IS APPROXIMATELY 25 FT (7.6 M) EAST OF THE BLM DIRT
 JN0115'ROAD.  APPROXIMATELY 30 FT (9.1 M) NORTHWEST OF AN 8 INCH (20 CM)
 JN0115'JUNIPER.  NORTH OF A PILE OF STACKED ROCKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0098 ***********************************************************************
 JN0098  DESIGNATION -  R 111
 JN0098  PID         -  JN0098
 JN0098  STATE/COUNTY-  UT/WAYNE
 JN0098  COUNTRY     -  US
 JN0098  USGS QUAD   -  TOWN POINT (2017)
 JN0098
 JN0098                         *CURRENT SURVEY CONTROL
 JN0098  ______________________________________________________________________
 JN0098* NAD 83(1986) POSITION- 38 21 51.1    (N) 110 52 37.9    (W)   HD_HELD2
 JN0098* NAVD 88 ORTHO HEIGHT -  1363.793 (meters)     4474.38  (feet) ADJUSTED
 JN0098  ______________________________________________________________________
 JN0098  GEOID HEIGHT    -        -20.124 (meters)                     GEOID18
 JN0098  DYNAMIC HEIGHT  -       1362.383 (meters)     4469.75  (feet) COMP
 JN0098  MODELED GRAVITY -    979,547.9   (mgal)                       NAVD 88
 JN0098
 JN0098  VERT ORDER      -  FIRST     CLASS II
 JN0098
 JN0098.The horizontal coordinates were established by autonomous hand held GPS
 JN0098.observations and have an estimated accuracy of +/- 10 meters.
 JN0098
 JN0098.The orthometric height was determined by differential leveling and
 JN0098.adjusted by the NATIONAL GEODETIC SURVEY
 JN0098.in June 1991.
 JN0098
 JN0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0098.GEOID18 height accuracy estimate available here.
 JN0098
 JN0098.Click photographs - Photos may exist for this station.
 JN0098
 JN0098.The dynamic height is computed by dividing the NAVD 88
 JN0098.geopotential number by the normal gravity value computed on the
 JN0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0098.degrees latitude (g = 980.6199 gals.).
 JN0098
 JN0098.The modeled gravity was interpolated from observed gravity values.
 JN0098
 JN0098;                    North         East    Units  Estimated Accuracy
 JN0098;SPC UT S     - 3,188,585.      554,431.      MT  (+/- 10 meters HH2 GPS)
 JN0098
 JN0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH1072846231(NAD 83)
 JN0098
 JN0098                          SUPERSEDED SURVEY CONTROL
 JN0098
 JN0098  NGVD 29 (??/??/92) 1362.736  (m)         4470.91   (f) ADJ UNCH    1 2
 JN0098
 JN0098.Superseded values are not recommended for survey control.
 JN0098
 JN0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0098.See file dsdata.pdf to determine how the superseded data were derived.
 JN0098
 JN0098_MARKER: DB = BENCH MARK DISK
 JN0098_SETTING: 66 = SET IN ROCK OUTCROP
 JN0098_STAMPING: R 111 1958
 JN0098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0098+STABILITY: POSITION/ELEVATION WELL
 JN0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JN0098+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2009
 JN0098
 JN0098  HISTORY     - Date     Condition        Report By
 JN0098  HISTORY     - 1958     MONUMENTED       CGS
 JN0098  HISTORY     - 20091228 GOOD             GEOCAC
 JN0098
 JN0098                          STATION DESCRIPTION
 JN0098
 JN0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0098'11.2 MI W FROM HANKSVILLE.
 JN0098'11.2 MILES WEST ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0098'HANKSVILLE, 120 YARDS EAST OF A WOODEN BRIDGE OVER A DEEP WASH, 80
 JN0098'YARDS EAST OF THE APPROXIMATE CENTER OF A CURVE, SET VERTICALLY IN THE
 JN0098'SOUTH FACE OF A 9-BY 20-FOOT SANDSTONE OUTCROP WHICH PROJECTS 8 FEET
 JN0098'ABOVE THE GROUND, 78 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JN0098'6 FEET HIGHER THAN THE HIGHWAY, AND 4 FEET ABOVE THE GROUND.
 JN0098
 JN0098                          STATION RECOVERY (2009)
 JN0098
 JN0098'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JN0098'THIS STATION IS IN WAYNE COUNTY, UTAH
 JN0098'STATION IS ABOUT 150 FEET EAST NORTHEAST OF THE CURRENT ROADWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0044 ***********************************************************************
 JN0044  DESIGNATION -  R 112
 JN0044  PID         -  JN0044
 JN0044  STATE/COUNTY-  UT/WAYNE
 JN0044  COUNTRY     -  US
 JN0044  USGS QUAD   -  HANKSVILLE (2017)
 JN0044
 JN0044                         *CURRENT SURVEY CONTROL
 JN0044  ______________________________________________________________________
 JN0044* NAD 83(1986) POSITION- 38 16 13.     (N) 110 39 24.     (W)   SCALED
 JN0044* NAVD 88 ORTHO HEIGHT -  1431.337 (meters)     4695.98  (feet) ADJUSTED
 JN0044  ______________________________________________________________________
 JN0044  GEOID HEIGHT    -        -20.357 (meters)                     GEOID18
 JN0044  DYNAMIC HEIGHT  -       1429.851 (meters)     4691.10  (feet) COMP
 JN0044  MODELED GRAVITY -    979,541.2   (mgal)                       NAVD 88
 JN0044
 JN0044  VERT ORDER      -  FIRST     CLASS II
 JN0044
 JN0044.The horizontal coordinates were scaled from a map and have
 JN0044.an estimated accuracy of +/- 6 seconds.
 JN0044
 JN0044.The orthometric height was determined by differential leveling and
 JN0044.adjusted by the NATIONAL GEODETIC SURVEY
 JN0044.in June 1991.
 JN0044
 JN0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0044.GEOID18 height accuracy estimate available here.
 JN0044
 JN0044.Click photographs - Photos may exist for this station.
 JN0044
 JN0044.The dynamic height is computed by dividing the NAVD 88
 JN0044.geopotential number by the normal gravity value computed on the
 JN0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0044.degrees latitude (g = 980.6199 gals.).
 JN0044
 JN0044.The modeled gravity was interpolated from observed gravity values.
 JN0044
 JN0044;                    North         East    Units  Estimated Accuracy
 JN0044;SPC UT S     - 3,178,310.      573,800.      MT  (+/- 180 meters Scaled)
 JN0044
 JN0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH300358(NAD 83)
 JN0044
 JN0044                          SUPERSEDED SURVEY CONTROL
 JN0044
 JN0044  NGVD 29 (??/??/92) 1430.299  (m)         4692.57   (f) ADJ UNCH    1 2
 JN0044
 JN0044.Superseded values are not recommended for survey control.
 JN0044
 JN0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0044.See file dsdata.pdf to determine how the superseded data were derived.
 JN0044
 JN0044_MARKER: DB = BENCH MARK DISK
 JN0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0044_STAMPING: R 112 1958
 JN0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0044+STABILITY: SURFACE MOTION
 JN0044
 JN0044  HISTORY     - Date     Condition        Report By
 JN0044  HISTORY     - 1958     MONUMENTED       CGS
 JN0044
 JN0044                          STATION DESCRIPTION
 JN0044
 JN0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0044'8.8 MI SE FROM HANKSVILLE.
 JN0044'8.8 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE SCHOOL AT
 JN0044'HANKSVILLE, IN R12E T29S S19, 0.2 MILE NORTH OF THE CROSSING OF THE
 JN0044'NORTH FORK OF HALFWAY WASH, AT A SUMMIT, 62 FEET EAST OF THE CENTER
 JN0044'LINE OF THE HIGHWAY, 3.0 FEET WEST OF A WITNESS POST, 3 FEET HIGHER
 JN0044'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 JN0044'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0077 ***********************************************************************
 JN0077  DESIGNATION -  R 113 RESET
 JN0077  PID         -  JN0077
 JN0077  STATE/COUNTY-  UT/GARFIELD
 JN0077  COUNTRY     -  US
 JN0077  USGS QUAD   -  TURKEY KNOB (2017)
 JN0077
 JN0077                         *CURRENT SURVEY CONTROL
 JN0077  ______________________________________________________________________
 JN0077* NAD 83(1986) POSITION- 38 01 15.     (N) 110 33 05.     (W)   SCALED
 JN0077* NAVD 88 ORTHO HEIGHT -  1376.99  (+/-2cm)     4517.7   (feet) VERTCON3
 JN0077  ______________________________________________________________________
 JN0077  GEOID HEIGHT    -        -20.456 (meters)                     GEOID18
 JN0077  VERT ORDER      -  THIRD (See Below)
 JN0077
 JN0077.The horizontal coordinates were scaled from a map and have
 JN0077.an estimated accuracy of +/- 6 seconds.
 JN0077
 JN0077.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0077
 JN0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0077.GEOID18 height accuracy estimate available here.
 JN0077
 JN0077.The vertical order pertains to the NGVD 29 superseded value.
 JN0077
 JN0077.Click photographs - Photos may exist for this station.
 JN0077
 JN0077;                    North         East    Units  Estimated Accuracy
 JN0077;SPC UT S     - 3,150,710.      583,290.      MT  (+/- 180 meters Scaled)
 JN0077
 JN0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH393082(NAD 83)
 JN0077
 JN0077                          SUPERSEDED SURVEY CONTROL
 JN0077
 JN0077  NGVD 29 (??/??/??) 1375.98   (m)         4514.4    (f) RESET       3  
 JN0077
 JN0077.Superseded values are not recommended for survey control.
 JN0077
 JN0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0077.See file dsdata.pdf to determine how the superseded data were derived.
 JN0077
 JN0077_MARKER: DB = BENCH MARK DISK
 JN0077_SETTING: 66 = SET IN ROCK OUTCROP
 JN0077_STAMPING: R 113 RESET 1968
 JN0077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0077+STABILITY: POSITION/ELEVATION WELL
 JN0077
 JN0077  HISTORY     - Date     Condition        Report By
 JN0077  HISTORY     - 1968     MONUMENTED       CGS
 JN0077
 JN0077                          STATION DESCRIPTION
 JN0077
 JN0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 JN0077'28.7 MI SE FROM HANKSVILLE.
 JN0077'ABOUT 28.7 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE UTAH
 JN0077'DEPARTMENT OF HIGHWAYS MAINTENANCE SHED AT HANKSVILLE, IN SECTION 14,
 JN0077'T 32 S, R 12 E, 35 FEET NORTHERLY FROM HIGHWAY STATION 106 + 75 WHICH
 JN0077'IS 6002 FEET EASTERLY FROM THE INTERSECTION OF HIGHWAYS 95 AND 276,
 JN0077'SET IN SANDSTONE LEDGE ABOUT 2 FEET ABOVE CUT DITCH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0028 ***********************************************************************
 HN0028  DESIGNATION -  R 114
 HN0028  PID         -  HN0028
 HN0028  STATE/COUNTY-  UT/SAN JUAN
 HN0028  COUNTRY     -  US
 HN0028  USGS QUAD   -  COPPER POINT (2017)
 HN0028
 HN0028                         *CURRENT SURVEY CONTROL
 HN0028  ______________________________________________________________________
 HN0028* NAD 83(1986) POSITION- 37 49 31.     (N) 110 21 50.     (W)   SCALED
 HN0028* NAVD 88 ORTHO HEIGHT -  1261.647 (meters)     4139.25  (feet) ADJUSTED
 HN0028  ______________________________________________________________________
 HN0028  GEOID HEIGHT    -        -21.150 (meters)                     GEOID18
 HN0028  DYNAMIC HEIGHT  -       1260.320 (meters)     4134.90  (feet) COMP
 HN0028  MODELED GRAVITY -    979,534.9   (mgal)                       NAVD 88
 HN0028
 HN0028  VERT ORDER      -  FIRST     CLASS II
 HN0028
 HN0028.The horizontal coordinates were scaled from a map and have
 HN0028.an estimated accuracy of +/- 6 seconds.
 HN0028
 HN0028.The orthometric height was determined by differential leveling and
 HN0028.adjusted by the NATIONAL GEODETIC SURVEY
 HN0028.in June 1991.
 HN0028
 HN0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0028.GEOID18 height accuracy estimate available here.
 HN0028
 HN0028.Click photographs - Photos may exist for this station.
 HN0028
 HN0028.The dynamic height is computed by dividing the NAVD 88
 HN0028.geopotential number by the normal gravity value computed on the
 HN0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0028.degrees latitude (g = 980.6199 gals.).
 HN0028
 HN0028.The modeled gravity was interpolated from observed gravity values.
 HN0028
 HN0028;                    North         East    Units  Estimated Accuracy
 HN0028;SPC UT S     - 3,129,190.      600,020.      MT  (+/- 180 meters Scaled)
 HN0028
 HN0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG559866(NAD 83)
 HN0028
 HN0028                          SUPERSEDED SURVEY CONTROL
 HN0028
 HN0028  NGVD 29 (??/??/92) 1260.671  (m)         4136.05   (f) ADJ UNCH    1 2
 HN0028
 HN0028.Superseded values are not recommended for survey control.
 HN0028
 HN0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0028.See file dsdata.pdf to determine how the superseded data were derived.
 HN0028
 HN0028_MARKER: DB = BENCH MARK DISK
 HN0028_SETTING: 66 = SET IN ROCK OUTCROP
 HN0028_STAMPING: R 114 1958
 HN0028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0028+STABILITY: POSITION/ELEVATION WELL
 HN0028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0028+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2010
 HN0028
 HN0028  HISTORY     - Date     Condition        Report By
 HN0028  HISTORY     - 1958     MONUMENTED       CGS
 HN0028  HISTORY     - 1982     GOOD             USGS
 HN0028  HISTORY     - 1982     GOOD             USGS
 HN0028  HISTORY     - 20100504 GOOD             NGS
 HN0028
 HN0028                          STATION DESCRIPTION
 HN0028
 HN0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0028'22.3 MI NW FROM FRY CAYON.
 HN0028'ABOUT 22.3 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0028'AT FRY CANYON, 0.15 MILE NORTHWEST OF THE JUNCTION OF A BLADED DIRT
 HN0028'ROAD LEADING NORTHEAST TO AN AIRSTRIP, AT A SUMMIT AND ON THE OUTSIDE
 HN0028'OF A U CURVE, IN THE TOP OF A LARGE OUTCROP IN THE NORTHWEST SLOPE OF
 HN0028'THE SADDLE, 45 FEET NORTHWEST OF THE CENTER OF THE SADDLE, 38 FEET
 HN0028'NORTH OF THE CENTER LINE OF THE HIGHWAY, 6 FEET NORTHEAST OF A CAIRN
 HN0028'AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
 HN0028
 HN0028                          STATION RECOVERY (1982)
 HN0028
 HN0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0028'ABOUT 18.75 MI. FROM THE POST OFFICE AT FRY CANYON, AT THE SUMMIT OF
 HN0028'THE ROAD. 0.9 MI. NORTH OF BM S-114, 0.05 NW OF A CROSS RD. ON THE
 HN0028'OLD HIGHWAY AND ON THE OUTSIDE OF A U-CURVE IN THE TOP OF A LARGE
 HN0028'OUTCROP IN THE NORTHWEST SLOPE OF THE SADDLE, 45 FEET NORTHWEST OF
 HN0028'THE CENTER OF A SADDLE, 38 FEET NORTH OF THE CENTER LINE OF THE ROAD.
 HN0028
 HN0028                          STATION RECOVERY (1982)
 HN0028
 HN0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0028'ABOUT 18.75 MI. FROM THE POST OFFICE AT FRY CANYON, AT THE SUMMIT OF
 HN0028'THE ROAD. 0.9 MI. NORTH OF BM S-114, 0.05 NW OF A CROSS RD. ON THE
 HN0028'OLD HIGHWAY AND ON THE OUTSIDE OF A U-CURVE IN THE TOP OF A LARGE
 HN0028'OUTCROP IN THE NORTHWEST SLOPE OF THE SADDLE, 45 FEET NORTHWEST OF
 HN0028'THE CENTER OF A SADDLE, 38 FEET NORTH OF THE CENTER LINE OF THE ROAD.
 HN0028
 HN0028                          STATION RECOVERY (2010)
 HN0028
 HN0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (DW)
 HN0028'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0055 ***********************************************************************
 HN0055  DESIGNATION -  R 115
 HN0055  PID         -  HN0055
 HN0055  STATE/COUNTY-  UT/SAN JUAN
 HN0055  COUNTRY     -  US
 HN0055  USGS QUAD   -  JACOBS CHAIR (2017)
 HN0055
 HN0055                         *CURRENT SURVEY CONTROL
 HN0055  ______________________________________________________________________
 HN0055* NAD 83(1986) POSITION- 37 38 07.     (N) 110 09 14.     (W)   SCALED
 HN0055* NAVD 88 ORTHO HEIGHT -  1613.429 (meters)     5293.39  (feet) ADJUSTED
 HN0055  ______________________________________________________________________
 HN0055  GEOID HEIGHT    -        -20.334 (meters)                     GEOID18
 HN0055  DYNAMIC HEIGHT  -       1611.628 (meters)     5287.48  (feet) COMP
 HN0055  MODELED GRAVITY -    979,456.7   (mgal)                       NAVD 88
 HN0055
 HN0055  VERT ORDER      -  FIRST     CLASS II
 HN0055
 HN0055.The horizontal coordinates were scaled from a map and have
 HN0055.an estimated accuracy of +/- 6 seconds.
 HN0055
 HN0055.The orthometric height was determined by differential leveling and
 HN0055.adjusted by the NATIONAL GEODETIC SURVEY
 HN0055.in June 1991.
 HN0055
 HN0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0055.GEOID18 height accuracy estimate available here.
 HN0055
 HN0055.Click photographs - Photos may exist for this station.
 HN0055
 HN0055.The dynamic height is computed by dividing the NAVD 88
 HN0055.geopotential number by the normal gravity value computed on the
 HN0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0055.degrees latitude (g = 980.6199 gals.).
 HN0055
 HN0055.The modeled gravity was interpolated from observed gravity values.
 HN0055
 HN0055;                    North         East    Units  Estimated Accuracy
 HN0055;SPC UT S     - 3,108,360.      618,810.      MT  (+/- 180 meters Scaled)
 HN0055
 HN0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG746656(NAD 83)
 HN0055
 HN0055                          SUPERSEDED SURVEY CONTROL
 HN0055
 HN0055  NGVD 29 (??/??/92) 1612.413  (m)         5290.06   (f) ADJ UNCH    1 2
 HN0055
 HN0055.Superseded values are not recommended for survey control.
 HN0055
 HN0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0055.See file dsdata.pdf to determine how the superseded data were derived.
 HN0055
 HN0055_MARKER: DB = BENCH MARK DISK
 HN0055_SETTING: 66 = SET IN ROCK OUTCROP
 HN0055_STAMPING: R 115 1958
 HN0055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0055+STABILITY: POSITION/ELEVATION WELL
 HN0055
 HN0055  HISTORY     - Date     Condition        Report By
 HN0055  HISTORY     - 1958     MONUMENTED       CGS
 HN0055  HISTORY     - 1979     POOR             NGS
 HN0055  HISTORY     - 1979     POOR             NGS
 HN0055
 HN0055                          STATION DESCRIPTION
 HN0055
 HN0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0055'IN FRY CANYON.
 HN0055'AT FRY CANYON, ABOUT 200 YARDS NORTH AND ACROSS STATE HIGHWAY 95 FROM
 HN0055'THE POST OFFICE, 120 FEET NORTH OF THE JUNCTION OF GRAVELED ROAD SOUTH
 HN0055'INTO FRY CANYON, 45 FEET NORTHEAST OF AN ABANDONED TRUCK CAB, IN THE
 HN0055'TOP OF THE SOUTHEAST END OF A MASSIVE OUTCROP THAT SLOPES NORTHWEST
 HN0055'INTO A WASH, 105 FEET SOUTHEAST OF THE CENTER OF THE WASH, 2 1/2 FEET
 HN0055'SOUTHEAST OF A CAIRN AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
 HN0055
 HN0055                          STATION RECOVERY (1979)
 HN0055
 HN0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HN0055'AT THE LOCATION DESCRIBED FOUND A 1 FT STAKE WITH WORDS R-115, BUT
 HN0055'THE LOCATION HAS BEEN COVERED BY MUD-SLIDE.
 HN0055
 HN0055                          STATION RECOVERY (1979)
 HN0055
 HN0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HN0055'AT THE LOCATION DESCRIBED FOUND A 1 FT STAKE WITH WORDS R-115, BUT
 HN0055'THE LOCATION HAS BEEN COVERED BY MUD-SLIDE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN1011 ***********************************************************************
 HN1011  DESIGNATION -  R 115 RESET
 HN1011  PID         -  HN1011
 HN1011  STATE/COUNTY-  UT/SAN JUAN
 HN1011  COUNTRY     -  US
 HN1011  USGS QUAD   -  JACOBS CHAIR (2017)
 HN1011
 HN1011                         *CURRENT SURVEY CONTROL
 HN1011  ______________________________________________________________________
 HN1011* NAD 83(1986) POSITION- 37 38 07.     (N) 110 09 14.     (W)   SCALED
 HN1011* NAVD 88 ORTHO HEIGHT -  1614.80  (meters)     5297.9   (feet) RESET
 HN1011  ______________________________________________________________________
 HN1011  GEOID HEIGHT    -        -20.334 (meters)                     GEOID18
 HN1011  VERT ORDER      -  THIRD
 HN1011
 HN1011.The horizontal coordinates were scaled from a map and have
 HN1011.an estimated accuracy of +/- 6 seconds.
 HN1011
 HN1011.The orthometric height was computed from unverified reset data.
 HN1011
 HN1011.No vertical observational check was made to the station.
 HN1011
 HN1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN1011.GEOID18 height accuracy estimate available here.
 HN1011
 HN1011.Click photographs - Photos may exist for this station.
 HN1011
 HN1011;                    North         East    Units  Estimated Accuracy
 HN1011;SPC UT S     - 3,108,360.      618,810.      MT  (+/- 180 meters Scaled)
 HN1011
 HN1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG746656(NAD 83)
 HN1011
 HN1011                          SUPERSEDED SURVEY CONTROL
 HN1011
 HN1011  NGVD 29 (07/25/12) 1613.78   (m)         5294.5    (f) RESET       3  
 HN1011
 HN1011.Superseded values are not recommended for survey control.
 HN1011
 HN1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN1011.See file dsdata.pdf to determine how the superseded data were derived.
 HN1011
 HN1011_MARKER: DV = VERTICAL CONTROL DISK
 HN1011_SETTING: 66 = SET IN ROCK OUTCROP
 HN1011_STAMPING: R 115 RESET 1976
 HN1011_MARK LOGO: NGS
 HN1011_MAGNETIC: N = NO MAGNETIC MATERIAL
 HN1011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN1011+STABILITY: POSITION/ELEVATION WELL
 HN1011
 HN1011  HISTORY     - Date     Condition        Report By
 HN1011  HISTORY     - 1976     MONUMENTED       NGS
 HN1011
 HN1011                          STATION DESCRIPTION
 HN1011
 HN1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HN1011'IN FRY CANYON, ABOUT 0.1 MILE (0.2 KM) NORTH-NORTHEAST ACROSS STATE
 HN1011'HIGHWAY 95 FROM THE FRY CANYON POST OFFICE AND STORE, 97 FEET
 HN1011'(29.6 M) NORTH OF HIGHWAY 95, 88 FEET (26.8 M) NORTHEAST OF THE NORTH
 HN1011'END OF A LARGE METAL CULVERT UNDER HIGHWAY AND 12 FEET (3.7 M) EAST
 HN1011'OF A HIGHWAY RIGHT-0F-WAY MARKER (PIPE)1679+25, SET IN THE TOP OF A
 HN1011'ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0281 ***********************************************************************
 HM0281  DESIGNATION -  R 116
 HM0281  PID         -  HM0281
 HM0281  STATE/COUNTY-  UT/SAN JUAN
 HM0281  COUNTRY     -  US
 HM0281  USGS QUAD   -  SOUTH LONG POINT (2017)
 HM0281
 HM0281                         *CURRENT SURVEY CONTROL
 HM0281  ______________________________________________________________________
 HM0281* NAD 83(1986) POSITION- 37 33 37.02   (N) 109 50 40.40   (W)   HD_HELD1
 HM0281* NAVD 88 ORTHO HEIGHT -  2078.287 (meters)     6818.51  (feet) ADJUSTED
 HM0281  ______________________________________________________________________
 HM0281  GEOID HEIGHT    -        -19.574 (meters)                     GEOID18
 HM0281  DYNAMIC HEIGHT  -       2075.792 (meters)     6810.33  (feet) COMP
 HM0281  MODELED GRAVITY -    979,354.3   (mgal)                       NAVD 88
 HM0281
 HM0281  VERT ORDER      -  FIRST     CLASS II
 HM0281
 HM0281.The horizontal coordinates were determined by differentially corrected
 HM0281.hand held GPS observations or other comparable positioning techniques
 HM0281.and have an estimated accuracy of +/- 3 meters.
 HM0281
 HM0281.The orthometric height was determined by differential leveling and
 HM0281.adjusted by the NATIONAL GEODETIC SURVEY
 HM0281.in June 1991.
 HM0281
 HM0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0281.GEOID18 height accuracy estimate available here.
 HM0281
 HM0281.Click photographs - Photos may exist for this station.
 HM0281
 HM0281.The dynamic height is computed by dividing the NAVD 88
 HM0281.geopotential number by the normal gravity value computed on the
 HM0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0281.degrees latitude (g = 980.6199 gals.).
 HM0281
 HM0281.The modeled gravity was interpolated from observed gravity values.
 HM0281
 HM0281;                    North         East    Units  Estimated Accuracy
 HM0281;SPC UT S     - 3,100,470.8     646,252.0     MT  (+/- 3 meters HH1 GPS) 
 HM0281
 HM0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG0204957656(NAD 83)
 HM0281
 HM0281                          SUPERSEDED SURVEY CONTROL
 HM0281
 HM0281  NGVD 29 (??/??/92) 2077.164  (m)         6814.83   (f) ADJ UNCH    1 2
 HM0281
 HM0281.Superseded values are not recommended for survey control.
 HM0281
 HM0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0281.See file dsdata.pdf to determine how the superseded data were derived.
 HM0281
 HM0281_MARKER: DB = BENCH MARK DISK
 HM0281_SETTING: 66 = SET IN ROCK OUTCROP
 HM0281_STAMPING: R 116 1958
 HM0281_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0281+STABILITY: POSITION/ELEVATION WELL
 HM0281
 HM0281  HISTORY     - Date     Condition        Report By
 HM0281  HISTORY     - 1958     MONUMENTED       CGS
 HM0281  HISTORY     - 1959     GOOD             CGS
 HM0281
 HM0281                          STATION DESCRIPTION
 HM0281
 HM0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0281'25.4 MI SE FROM FRY CANYON.
 HM0281'ABOUT 25.4 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HM0281'AT FRY CANYON, 0.2 MILE SOUTHWEST OF THE CROSSING OF FISH CREEK, ON
 HM0281'THE OUTSIDE OF A CURVE AND IN A CLEARING, 65 FEET EAST OF THE CENTER
 HM0281'OF THE JUNCTION OF A DIRT ROAD SOUTHEAST, 32 FEET SOUTHEAST OF THE
 HM0281'CENTER LINE OF THE HIGHWAY, 58 FEET NORTHEAST OF THE CENTER LINE OF
 HM0281'THE ROAD, IN THE TOP OF A SANDSTONE OUTCROP, 3 FEET NORTHWEST OF A
 HM0281'CAIRN AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0305 ***********************************************************************
 HM0305  DESIGNATION -  R 117
 HM0305  PID         -  HM0305
 HM0305  STATE/COUNTY-  UT/SAN JUAN
 HM0305  COUNTRY     -  US
 HM0305  USGS QUAD   -  HOTEL ROCK (2017)
 HM0305
 HM0305                         *CURRENT SURVEY CONTROL
 HM0305  ______________________________________________________________________
 HM0305* NAD 83(1986) POSITION- 37 34 36.     (N) 109 37 51.     (W)   SCALED
 HM0305* NAVD 88 ORTHO HEIGHT -  1754.603 (meters)     5756.56  (feet) ADJUSTED
 HM0305  ______________________________________________________________________
 HM0305  GEOID HEIGHT    -        -19.831 (meters)                     GEOID18
 HM0305  DYNAMIC HEIGHT  -       1752.588 (meters)     5749.95  (feet) COMP
 HM0305  MODELED GRAVITY -    979,419.5   (mgal)                       NAVD 88
 HM0305
 HM0305  VERT ORDER      -  FIRST     CLASS II
 HM0305
 HM0305.The horizontal coordinates were scaled from a map and have
 HM0305.an estimated accuracy of +/- 6 seconds.
 HM0305
 HM0305.The orthometric height was determined by differential leveling and
 HM0305.adjusted by the NATIONAL GEODETIC SURVEY
 HM0305.in June 1991.
 HM0305
 HM0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0305.GEOID18 height accuracy estimate available here.
 HM0305
 HM0305.Click photographs - Photos may exist for this station.
 HM0305
 HM0305.The dynamic height is computed by dividing the NAVD 88
 HM0305.geopotential number by the normal gravity value computed on the
 HM0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0305.degrees latitude (g = 980.6199 gals.).
 HM0305
 HM0305.The modeled gravity was interpolated from observed gravity values.
 HM0305
 HM0305;                    North         East    Units  Estimated Accuracy
 HM0305;SPC UT S     - 3,102,650.      665,100.      MT  (+/- 180 meters Scaled)
 HM0305
 HM0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG208597(NAD 83)
 HM0305
 HM0305                          SUPERSEDED SURVEY CONTROL
 HM0305
 HM0305  NGVD 29 (??/??/92) 1753.572  (m)         5753.18   (f) ADJ UNCH    1 2
 HM0305
 HM0305.Superseded values are not recommended for survey control.
 HM0305
 HM0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0305.See file dsdata.pdf to determine how the superseded data were derived.
 HM0305
 HM0305_MARKER: DB = BENCH MARK DISK
 HM0305_SETTING: 80 = SET IN A BOULDER
 HM0305_STAMPING: R 117 1958
 HM0305_MARK LOGO: CGS
 HM0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0305+STABILITY: SURFACE MOTION
 HM0305
 HM0305  HISTORY     - Date     Condition        Report By
 HM0305  HISTORY     - 1958     MONUMENTED       CGS
 HM0305  HISTORY     - 1959     GOOD             CGS
 HM0305  HISTORY     - 1979     GOOD             USGS
 HM0305  HISTORY     - 1979     GOOD             USGS
 HM0305
 HM0305                          STATION DESCRIPTION
 HM0305
 HM0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0305'13.65 MI SW FROM BLANDING.
 HM0305'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0305'BLANDING, THENCE 9.75 MILES WEST ALONG STATE HIGHWAY 95, AT THE
 HM0305'NORTHWEST END AND ON THE OUTSIDE OF A CURVE, 125 YARDS SOUTHEAST OF A
 HM0305'SUMMIT, 46 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN
 HM0305'THE TOP OF A 4 X 8-FOOT SANDSTONE OUTCROP THAT PROJECTS 1 FOOT, 32
 HM0305'FEET SOUTHEAST OF THE ENGRAVED LETTERS BM ON A LARGE BOULDER WHICH
 HM0305'PROJECTS ABOUT 7 FEET, 24 FEET NORTHEAST OF A WITNESS POST AND ABOUT 2
 HM0305'FEET HIGHER THAN THE HIGHWAY.
 HM0305
 HM0305                          STATION RECOVERY (1979)
 HM0305
 HM0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0305'4.0 MILES SOUTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0305'BLANDING THENCE 6.35 MILE WEST ALONG STATE HIGHWAY 95 TO A ROAD JCT.
 HM0305'NORTH, THENCE 1.0 MILE NORTH TO A Y-RD WEST, THENCE 2.4 MILES WEST
 HM0305'ALONG DIRT ROAD (OLD 95) AT THE NORTHWEST END AND ON THE OUTSIDE OF A
 HM0305'CURVE, 125 YARDS SOUTHEAST OF A SUMMIT 46 FEET NORTHEAST OF THE
 HM0305'CENTERLINE OF THE ROAD, IN THE TOP OF A 4X8 FOOT SAND- STONE OUTCROP
 HM0305'THAT PROJECTS 1 FOOT, 2 FEET SOUTHEAST OF THE ENGRAVED LETTERS BM ON
 HM0305'A LARGE BOULDER, 2 FEET HIGHER THAN THE ROAD.
 HM0305
 HM0305                          STATION RECOVERY (1979)
 HM0305
 HM0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0305'4.0 MILES SOUTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0305'BLANDING THENCE 6.35 MILE WEST ALONG STATE HIGHWAY 95 TO A ROAD JCT.
 HM0305'NORTH, THENCE 1.0 MILE NORTH TO A Y-RD WEST, THENCE 2.4 MILES WEST
 HM0305'ALONG DIRT ROAD (OLD 95) AT THE NORTHWEST END AND ON THE OUTSIDE OF A
 HM0305'CURVE, 125 YARDS SOUTHEAST OF A SUMMIT 46 FEET NORTHEAST OF THE
 HM0305'CENTERLINE OF THE ROAD, IN THE TOP OF A 4X8 FOOT SAND- STONE OUTCROP
 HM0305'THAT PROJECTS 1 FOOT, 2 FEET SOUTHEAST OF THE ENGRAVED LETTERS BM ON
 HM0305'A LARGE BOULDER, 2 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0320 ***********************************************************************
 HN0320  DESIGNATION -  R 12
 HN0320  PID         -  HN0320
 HN0320  STATE/COUNTY-  UT/GARFIELD
 HN0320  COUNTRY     -  US
 HN0320  USGS QUAD   -  THE POST (2017)
 HN0320
 HN0320                         *CURRENT SURVEY CONTROL
 HN0320  ______________________________________________________________________
 HN0320* NAD 83(1986) POSITION- 37 49 20.     (N) 110 58 36.     (W)   SCALED
 HN0320* NAVD 88 ORTHO HEIGHT -  1479.710 (meters)     4854.68  (feet) POSTED
 HN0320  ______________________________________________________________________
 HN0320  GEOID HEIGHT    -        -20.841 (meters)                     GEOID18
 HN0320  DYNAMIC HEIGHT  -       1478.09  (meters)     4849.4   (feet) COMP
 HN0320  MODELED GRAVITY -    979,483.1   (mgal)                       NAVD 88
 HN0320
 HN0320  VERT ORDER      -  * POSTED, SEE BELOW
 HN0320
 HN0320.The horizontal coordinates were scaled from a map and have
 HN0320.an estimated accuracy of +/- 6 seconds.
 HN0320
 HN0320.The orthometric height was determined by differential leveling
 HN0320.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0320
 HN0320.* This is a POSTED BENCH MARK height.
 HN0320
 HN0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0320.GEOID18 height accuracy estimate available here.
 HN0320
 HN0320.Click photographs - Photos may exist for this station.
 HN0320
 HN0320.The dynamic height is computed by dividing the NAVD 88
 HN0320.geopotential number by the normal gravity value computed on the
 HN0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0320.degrees latitude (g = 980.6199 gals.).
 HN0320
 HN0320.The modeled gravity was interpolated from observed gravity values.
 HN0320
 HN0320;                    North         East    Units  Estimated Accuracy
 HN0320;SPC UT S     - 3,128,380.      546,070.      MT  (+/- 180 meters Scaled)
 HN0320
 HN0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG020860(NAD 83)
 HN0320
 HN0320                          SUPERSEDED SURVEY CONTROL
 HN0320
 HN0320  NGVD 29 (??/??/92) 1478.606  (m)         4851.06   (f) ADJ UNCH    1 2
 HN0320
 HN0320.Superseded values are not recommended for survey control.
 HN0320
 HN0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0320.See file dsdata.pdf to determine how the superseded data were derived.
 HN0320
 HN0320_MARKER: DB = BENCH MARK DISK
 HN0320_SETTING: 66 = SET IN ROCK OUTCROP
 HN0320_STAMPING: R 12 1921
 HN0320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0320+STABILITY: POSITION/ELEVATION WELL
 HN0320
 HN0320  HISTORY     - Date     Condition        Report By
 HN0320  HISTORY     - 1921     MONUMENTED       CGS
 HN0320
 HN0320                          STATION DESCRIPTION
 HN0320
 HN0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 HN0320'4.5 MI N FROM MULEY TANKS.
 HN0320'4-1/2 MILES NORTH ALONG THE HALLS CROSSING ROAD FROM MULEY TANKS,
 HN0320'GARFIELD COUNTY, 20 FEET SOUTH OF A WASH, 6 FEET EAST OF THE ROAD, AND
 HN0320'IN THE TOP OF A LARGE FLAT ROCK (THE ROAD PASSES OVER THE WEST END OF
 HN0320'THIS ROCK).  A STANDARD DISK, STAMPED R 12 1921.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0280 ***********************************************************************
 HO0280  DESIGNATION -  R 123
 HO0280  PID         -  HO0280
 HO0280  STATE/COUNTY-  UT/WASHINGTON
 HO0280  COUNTRY     -  US
 HO0280  USGS QUAD   -  CENTRAL WEST (2017)
 HO0280
 HO0280                         *CURRENT SURVEY CONTROL
 HO0280  ______________________________________________________________________
 HO0280* NAD 83(1986) POSITION- 37 27 29.     (N) 113 37 45.     (W)   SCALED
 HO0280* NAVD 88 ORTHO HEIGHT -  1746.415 (meters)     5729.70  (feet) ADJUSTED
 HO0280  ______________________________________________________________________
 HO0280  GEOID HEIGHT    -        -23.246 (meters)                     GEOID18
 HO0280  DYNAMIC HEIGHT  -       1744.379 (meters)     5723.02  (feet) COMP
 HO0280  MODELED GRAVITY -    979,402.7   (mgal)                       NAVD 88
 HO0280
 HO0280  VERT ORDER      -  SECOND    CLASS 0
 HO0280
 HO0280.The horizontal coordinates were scaled from a map and have
 HO0280.an estimated accuracy of +/- 6 seconds.
 HO0280
 HO0280.The orthometric height was determined by differential leveling and
 HO0280.adjusted by the NATIONAL GEODETIC SURVEY
 HO0280.in June 1991.
 HO0280
 HO0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0280.GEOID18 height accuracy estimate available here.
 HO0280
 HO0280.Click photographs - Photos may exist for this station.
 HO0280
 HO0280.The dynamic height is computed by dividing the NAVD 88
 HO0280.geopotential number by the normal gravity value computed on the
 HO0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0280.degrees latitude (g = 980.6199 gals.).
 HO0280
 HO0280.The modeled gravity was interpolated from observed gravity values.
 HO0280
 HO0280;                    North         East    Units  Estimated Accuracy
 HO0280;SPC UT S     - 3,089,980.      311,650.      MT  (+/- 180 meters Scaled)
 HO0280
 HO0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG674489(NAD 83)
 HO0280
 HO0280                          SUPERSEDED SURVEY CONTROL
 HO0280
 HO0280  NGVD 29 (??/??/92) 1745.298  (m)         5726.03   (f) ADJ UNCH    2 0
 HO0280
 HO0280.Superseded values are not recommended for survey control.
 HO0280
 HO0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0280.See file dsdata.pdf to determine how the superseded data were derived.
 HO0280
 HO0280_MARKER: DB = BENCH MARK DISK
 HO0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0280_STAMPING: R 123 1934
 HO0280_MARK LOGO: CGS
 HO0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0280+STABILITY: SURFACE MOTION
 HO0280
 HO0280  HISTORY     - Date     Condition        Report By
 HO0280  HISTORY     - 1934     MONUMENTED       CGS
 HO0280  HISTORY     - 1972     MARK NOT FOUND   USFS
 HO0280
 HO0280                          STATION DESCRIPTION
 HO0280
 HO0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0280'12.3 MI S FROM ENTERPRISE.
 HO0280'12.3 MILES SOUTH ALONG THE 1934 ROUTE OF STATE HIGHWAY 18 FROM
 HO0280'ENTERPRISE, WASHINGTON COUNTY, AT THE POINT WHERE A TELEPHONE LINE
 HO0280'CROSSES THE HIGHWAY IN A NORTHWEST-AND-SOUTHEAST DIRECTION, 21 FEET
 HO0280'SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY, AND 9 FEET SOUTH OF A
 HO0280'TELEPHONE POLE.  A STANDARD DISK, STAMPED R 123 1934 AND SET IN THE
 HO0280'TOP OF A CONCRETE POST.
 HO0280
 HO0280                          STATION RECOVERY (1972)
 HO0280
 HO0280'RECOVERY NOTE BY US FOREST SERVICE 1972
 HO0280'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0451 ***********************************************************************
 MR0451  DESIGNATION -  R 125
 MR0451  PID         -  MR0451
 MR0451  STATE/COUNTY-  UT/CACHE
 MR0451  COUNTRY     -  US
 MR0451  USGS QUAD   -  LOGAN (2017)
 MR0451
 MR0451                         *CURRENT SURVEY CONTROL
 MR0451  ______________________________________________________________________
 MR0451* NAD 83(1986) POSITION- 41 44 38.     (N) 111 47 48.     (W)   SCALED
 MR0451* NAVD 88 ORTHO HEIGHT -  1467.592 (meters)     4814.92  (feet) ADJUSTED
 MR0451  ______________________________________________________________________
 MR0451  GEOID HEIGHT    -        -15.349 (meters)                     GEOID18
 MR0451  DYNAMIC HEIGHT  -       1466.489 (meters)     4811.31  (feet) COMP
 MR0451  MODELED GRAVITY -    979,821.3   (mgal)                       NAVD 88
 MR0451
 MR0451  VERT ORDER      -  SECOND    CLASS 0
 MR0451
 MR0451.The horizontal coordinates were scaled from a map and have
 MR0451.an estimated accuracy of +/- 6 seconds.
 MR0451
 MR0451.The orthometric height was determined by differential leveling and
 MR0451.adjusted by the NATIONAL GEODETIC SURVEY
 MR0451.in June 1991.
 MR0451
 MR0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0451.GEOID18 height accuracy estimate available here.
 MR0451
 MR0451.Click photographs - Photos may exist for this station.
 MR0451
 MR0451.The dynamic height is computed by dividing the NAVD 88
 MR0451.geopotential number by the normal gravity value computed on the
 MR0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0451.degrees latitude (g = 980.6199 gals.).
 MR0451
 MR0451.The modeled gravity was interpolated from observed gravity values.
 MR0451
 MR0451;                    North         East    Units  Estimated Accuracy
 MR0451;SPC UT N     - 1,156,690.      475,320.      MT  (+/- 180 meters Scaled)
 MR0451
 MR0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM337216(NAD 83)
 MR0451
 MR0451                          SUPERSEDED SURVEY CONTROL
 MR0451
 MR0451  NGVD 29 (??/??/92) 1466.500  (m)         4811.34   (f) ADJ UNCH    2 0
 MR0451
 MR0451.Superseded values are not recommended for survey control.
 MR0451
 MR0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0451.See file dsdata.pdf to determine how the superseded data were derived.
 MR0451
 MR0451_MARKER: DB = BENCH MARK DISK
 MR0451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0451_SP_SET: CULVERT
 MR0451_STAMPING: R 125 1934
 MR0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0451
 MR0451  HISTORY     - Date     Condition        Report By
 MR0451  HISTORY     - 1934     MONUMENTED       CGS
 MR0451
 MR0451                          STATION DESCRIPTION
 MR0451
 MR0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0451'2.5 MI E FROM LOGAN.
 MR0451'2.5 MILES EAST OF, ALONG HWY. NO. 2. FROM LOGAN POST OFFICE.  ABOUT
 MR0451'HALF WAY BETWEEN THE COLLEGE AND MOUTH OF LOGAN CANYON, 30 FEET EAST
 MR0451'OF SIDE ROAD, 90 FEET SOUTH OF ABANDONED HIGHWAY CENTER-LINE, 18 FEET
 MR0451'NORTH OF HIGHWAY CENTER-LINE.  TABLET CEMENTED ON TOP OF NORTH
 MR0451'HEADWALL OF HIGHWAY CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0452 ***********************************************************************
 MR0452  DESIGNATION -  R 125 RESET
 MR0452  PID         -  MR0452
 MR0452  STATE/COUNTY-  UT/CACHE
 MR0452  COUNTRY     -  US
 MR0452  USGS QUAD   -  LOGAN (2017)
 MR0452
 MR0452                         *CURRENT SURVEY CONTROL
 MR0452  ______________________________________________________________________
 MR0452* NAD 83(1986) POSITION- 41 44 38.     (N) 111 47 48.     (W)   SCALED
 MR0452* NAVD 88 ORTHO HEIGHT -  1467.393 (meters)     4814.27  (feet) ADJUSTED
 MR0452  ______________________________________________________________________
 MR0452  GEOID HEIGHT    -        -15.349 (meters)                     GEOID18
 MR0452  DYNAMIC HEIGHT  -       1466.291 (meters)     4810.66  (feet) COMP
 MR0452  MODELED GRAVITY -    979,821.3   (mgal)                       NAVD 88
 MR0452
 MR0452  VERT ORDER      -  SECOND    CLASS 0
 MR0452
 MR0452.The horizontal coordinates were scaled from a map and have
 MR0452.an estimated accuracy of +/- 6 seconds.
 MR0452
 MR0452.The orthometric height was determined by differential leveling and
 MR0452.adjusted by the NATIONAL GEODETIC SURVEY
 MR0452.in June 1991.
 MR0452
 MR0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0452.GEOID18 height accuracy estimate available here.
 MR0452
 MR0452.Click photographs - Photos may exist for this station.
 MR0452
 MR0452.The dynamic height is computed by dividing the NAVD 88
 MR0452.geopotential number by the normal gravity value computed on the
 MR0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0452.degrees latitude (g = 980.6199 gals.).
 MR0452
 MR0452.The modeled gravity was interpolated from observed gravity values.
 MR0452
 MR0452;                    North         East    Units  Estimated Accuracy
 MR0452;SPC UT N     - 1,156,690.      475,320.      MT  (+/- 180 meters Scaled)
 MR0452
 MR0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM337216(NAD 83)
 MR0452
 MR0452                          SUPERSEDED SURVEY CONTROL
 MR0452
 MR0452  NGVD 29 (??/??/92) 1466.302  (m)         4810.69   (f) ADJ UNCH    2 0
 MR0452
 MR0452.Superseded values are not recommended for survey control.
 MR0452
 MR0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0452.See file dsdata.pdf to determine how the superseded data were derived.
 MR0452
 MR0452_MARKER: DB = BENCH MARK DISK
 MR0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0452_SP_SET: CULVERT
 MR0452_STAMPING: R 125 1934
 MR0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0452
 MR0452  HISTORY     - Date     Condition        Report By
 MR0452  HISTORY     - 1934     MONUMENTED       CGS
 MR0452
 MR0452                          STATION DESCRIPTION
 MR0452
 MR0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0452'2.5 MI E FROM LOGAN.
 MR0452'2.5 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT LOGAN,
 MR0452'CACHE COUNTY, ABOUT HALFWAY BETWEEN THE UTAH STATE AGRICULTURAL
 MR0452'COLLEGE AND THE MOUTH OF LOGAN CANYON, 30 FEET EAST OF A SIDE ROAD,
 MR0452'ABOUT 90 FEET SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY, AT A NEW
 MR0452'HIGHWAY CULVERT, IN THE TOP OF THE NORTH HEAD WALL, AND 18 FEET NORTH
 MR0452'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED R 125
 MR0452'1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0256 ***********************************************************************
 MR0256  DESIGNATION -  R 126
 MR0256  PID         -  MR0256
 MR0256  STATE/COUNTY-  UT/RICH
 MR0256  COUNTRY     -  US
 MR0256  USGS QUAD   -  LAKETOWN (2017)
 MR0256
 MR0256                         *CURRENT SURVEY CONTROL
 MR0256  ______________________________________________________________________
 MR0256* NAD 83(1986) POSITION- 41 49 20.     (N) 111 17 28.     (W)   SCALED
 MR0256* NAVD 88 ORTHO HEIGHT -  1995.477 (meters)     6546.83  (feet) ADJUSTED
 MR0256  ______________________________________________________________________
 MR0256  GEOID HEIGHT    -        -14.583 (meters)                     GEOID18
 MR0256  DYNAMIC HEIGHT  -       1993.795 (meters)     6541.31  (feet) COMP
 MR0256  MODELED GRAVITY -    979,709.0   (mgal)                       NAVD 88
 MR0256
 MR0256  VERT ORDER      -  SECOND    CLASS 0
 MR0256
 MR0256.The horizontal coordinates were scaled from a map and have
 MR0256.an estimated accuracy of +/- 6 seconds.
 MR0256
 MR0256.The orthometric height was determined by differential leveling and
 MR0256.adjusted by the NATIONAL GEODETIC SURVEY
 MR0256.in June 1991.
 MR0256
 MR0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0256.GEOID18 height accuracy estimate available here.
 MR0256
 MR0256.Click photographs - Photos may exist for this station.
 MR0256
 MR0256.The dynamic height is computed by dividing the NAVD 88
 MR0256.geopotential number by the normal gravity value computed on the
 MR0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0256.degrees latitude (g = 980.6199 gals.).
 MR0256
 MR0256.The modeled gravity was interpolated from observed gravity values.
 MR0256
 MR0256;                    North         East    Units  Estimated Accuracy
 MR0256;SPC UT N     - 1,165,370.      517,360.      MT  (+/- 180 meters Scaled)
 MR0256
 MR0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM758300(NAD 83)
 MR0256
 MR0256                          SUPERSEDED SURVEY CONTROL
 MR0256
 MR0256  NGVD 29 (??/??/92) 1994.158  (m)         6542.50   (f) ADJ UNCH    2 0
 MR0256
 MR0256.Superseded values are not recommended for survey control.
 MR0256
 MR0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0256.See file dsdata.pdf to determine how the superseded data were derived.
 MR0256
 MR0256_MARKER: DB = BENCH MARK DISK
 MR0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0256_STAMPING: R 126 1934
 MR0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0256+STABILITY: SURFACE MOTION
 MR0256
 MR0256  HISTORY     - Date     Condition        Report By
 MR0256  HISTORY     - 1934     MONUMENTED       CGS
 MR0256  HISTORY     - 1964     MARK NOT FOUND   USGS
 MR0256
 MR0256                          STATION DESCRIPTION
 MR0256
 MR0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0256'2.5 MI SE FROM LAKETOWN.
 MR0256'ABOUT 2.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE SCHOOL AT
 MR0256'LAKETOWN, RICH COUNTY, ABOUT 0.3 MILE SOUTHEAST OF A SHARP TURN AT THE
 MR0256'JUNCTION WITH A DIRT ROAD LEADING NORTHEAST UP A SMALL CANYON, AT THE
 MR0256'NORTHWEST END OF A BORROW PIT, 23 FEET NORTHEAST OF THE NORTHEAST END
 MR0256'OF A CORRUGATED PIPE CULVERT, 20 FEET NORTHEAST OF A SMALL DIKE ACROSS
 MR0256'A DITCH TO DIVERT WATER THROUGH THE CULVERT, AND 37 FEET NORTHEAST OF
 MR0256'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED R 126 1934
 MR0256'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A THOROUGH SEARCH WAS
 MR0256'MADE FOR THIS BM AND WAS UNABLE TO FIND IT. POSSIBLY THE ROAD HAS
 MR0256'CHANGED AND MAY BE DESTROYED.
 MR0256
 MR0256                          STATION RECOVERY (1964)
 MR0256
 MR0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MR0256'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0198 ***********************************************************************
 HN0198  DESIGNATION -  R 13
 HN0198  PID         -  HN0198
 HN0198  STATE/COUNTY-  UT/SAN JUAN
 HN0198  COUNTRY     -  US
 HN0198  USGS QUAD   -  NASJA MESA (2017)
 HN0198
 HN0198                         *CURRENT SURVEY CONTROL
 HN0198  ______________________________________________________________________
 HN0198* NAD 83(1986) POSITION- 37 10 46.     (N) 110 54 05.     (W)   SCALED
 HN0198* NAVD 88 ORTHO HEIGHT -  1002.687 (meters)     3289.65  (feet) POSTED
 HN0198  ______________________________________________________________________
 HN0198  GEOID HEIGHT    -        -22.767 (meters)                     GEOID18
 HN0198  DYNAMIC HEIGHT  -       1001.49  (meters)     3285.7   (feet) COMP
 HN0198  MODELED GRAVITY -    979,405.4   (mgal)                       NAVD 88
 HN0198
 HN0198  VERT ORDER      -  * POSTED, SEE BELOW
 HN0198
 HN0198.The horizontal coordinates were scaled from a map and have
 HN0198.an estimated accuracy of +/- 6 seconds.
 HN0198
 HN0198.The orthometric height was determined by differential leveling
 HN0198.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0198
 HN0198.* This is a POSTED BENCH MARK height.
 HN0198
 HN0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0198.GEOID18 height accuracy estimate available here.
 HN0198
 HN0198.Click photographs - Photos may exist for this station.
 HN0198
 HN0198.The dynamic height is computed by dividing the NAVD 88
 HN0198.geopotential number by the normal gravity value computed on the
 HN0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0198.degrees latitude (g = 980.6199 gals.).
 HN0198
 HN0198.The modeled gravity was interpolated from observed gravity values.
 HN0198
 HN0198;                    North         East    Units  Estimated Accuracy
 HN0198;SPC UT S     - 3,057,080.      553,160.      MT  (+/- 180 meters Scaled)
 HN0198
 HN0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG087147(NAD 83)
 HN0198
 HN0198                          SUPERSEDED SURVEY CONTROL
 HN0198
 HN0198  NGVD 29 (??/??/92) 1001.640  (m)         3286.21   (f) ADJ UNCH    1 2
 HN0198
 HN0198.Superseded values are not recommended for survey control.
 HN0198
 HN0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0198.See file dsdata.pdf to determine how the superseded data were derived.
 HN0198
 HN0198_MARKER: DB = BENCH MARK DISK
 HN0198_SETTING: 66 = SET IN ROCK OUTCROP
 HN0198_STAMPING: R 13 1921
 HN0198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0198+STABILITY: POSITION/ELEVATION WELL
 HN0198
 HN0198  HISTORY     - Date     Condition        Report By
 HN0198  HISTORY     - 1921     MONUMENTED       CGS
 HN0198
 HN0198                          STATION DESCRIPTION
 HN0198
 HN0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 HN0198'41.25 MI S FROM HALLS CROSSING.
 HN0198'IN SAN JUAN COUNTY, 41-1/4 MILES SOUTH OF HALLS CROSSING, KANE COUNTY,
 HN0198'AT THE JUNCTION OF COLORADO AND SAN JUAN RIVERS, 300 FEET EAST OF
 HN0198'COLORADO RIVER, 80 FEET NORTH OF SAN JUAN RIVER, IN THE CORNER OF THE
 HN0198'OVERHANGING ROCK CLIFF, NEAR A CAIRN, AND ABOUT 6 FEET ABOVE THE
 HN0198'GROUND.  A STANDARD DISK, STAMPED R 13 1921 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0201 ***********************************************************************
 KN0201  DESIGNATION -  R 131
 KN0201  PID         -  KN0201
 KN0201  STATE/COUNTY-  UT/SANPETE
 KN0201  COUNTRY     -  US
 KN0201  USGS QUAD   -  FAIRVIEW LAKES (2017)
 KN0201
 KN0201                         *CURRENT SURVEY CONTROL
 KN0201  ______________________________________________________________________
 KN0201* NAD 83(1986) POSITION- 39 38 56.     (N) 111 15 22.     (W)   SCALED
 KN0201* NAVD 88 ORTHO HEIGHT -  2691.515 (meters)     8830.41  (feet) ADJUSTED
 KN0201  ______________________________________________________________________
 KN0201  GEOID HEIGHT    -        -16.030 (meters)                     GEOID18
 KN0201  DYNAMIC HEIGHT  -       2688.377 (meters)     8820.12  (feet) COMP
 KN0201  MODELED GRAVITY -    979,362.3   (mgal)                       NAVD 88
 KN0201
 KN0201  VERT ORDER      -  SECOND    CLASS 0
 KN0201
 KN0201.The horizontal coordinates were scaled from a map and have
 KN0201.an estimated accuracy of +/- 6 seconds.
 KN0201
 KN0201.The orthometric height was determined by differential leveling and
 KN0201.adjusted by the NATIONAL GEODETIC SURVEY
 KN0201.in June 1991.
 KN0201
 KN0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0201.GEOID18 height accuracy estimate available here.
 KN0201
 KN0201.Click photographs - Photos may exist for this station.
 KN0201
 KN0201.The dynamic height is computed by dividing the NAVD 88
 KN0201.geopotential number by the normal gravity value computed on the
 KN0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0201.degrees latitude (g = 980.6199 gals.).
 KN0201
 KN0201.The modeled gravity was interpolated from observed gravity values.
 KN0201
 KN0201;                    North         East    Units  Estimated Accuracy
 KN0201;SPC UT C     - 2,146,080.      520,930.      MT  (+/- 180 meters Scaled)
 KN0201
 KN0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ780888(NAD 83)
 KN0201
 KN0201                          SUPERSEDED SURVEY CONTROL
 KN0201
 KN0201  NGVD 29 (??/??/92) 2690.068  (m)         8825.66   (f) ADJ UNCH    2 0
 KN0201
 KN0201.Superseded values are not recommended for survey control.
 KN0201
 KN0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0201.See file dsdata.pdf to determine how the superseded data were derived.
 KN0201
 KN0201_MARKER: DB = BENCH MARK DISK
 KN0201_SETTING: 66 = SET IN ROCK OUTCROP
 KN0201_STAMPING: R 131 1935
 KN0201_MARK LOGO: CGS
 KN0201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0201+STABILITY: POSITION/ELEVATION WELL
 KN0201
 KN0201  HISTORY     - Date     Condition        Report By
 KN0201  HISTORY     - 1935     MONUMENTED       CGS
 KN0201  HISTORY     - 1965     MARK NOT FOUND   USGS
 KN0201
 KN0201                          STATION DESCRIPTION
 KN0201
 KN0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0201'10.1 MI W FROM CLEAR CREEK.
 KN0201'IN SANPETE COUNTY, ABOUT 10.1 MILES WEST ALONG A TRAIL LEADING UP TO
 KN0201'FINN CANYON AND DOWN TO COAL CANYON, AND ALONG STATE HIGHWAY 31 FROM A
 KN0201'SCHOOL AT CLEAR CREEK, CARBON COUNTY, OPPOSITE HUNTINGTON CREEK, ABOUT
 KN0201'212 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A
 KN0201'SANDSTONE OUTCROP, AND ABOUT 35 FEET HIGHER THAN THE HIGHWAY.  A
 KN0201'STANDARD DISK, STAMPED R 131 1935.
 KN0201
 KN0201                          STATION RECOVERY (1965)
 KN0201
 KN0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KN0201'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0303 ***********************************************************************
 MR0303  DESIGNATION -  R 132
 MR0303  PID         -  MR0303
 MR0303  STATE/COUNTY-  UT/SUMMIT
 MR0303  COUNTRY     -  US
 MR0303  USGS QUAD   -  CASTLE ROCK (2017)
 MR0303
 MR0303                         *CURRENT SURVEY CONTROL
 MR0303  ______________________________________________________________________
 MR0303* NAD 83(1986) POSITION- 41 06 59.     (N) 111 11 51.     (W)   SCALED
 MR0303* NAVD 88 ORTHO HEIGHT -  1902.117 (meters)     6240.53  (feet) ADJUSTED
 MR0303  ______________________________________________________________________
 MR0303  GEOID HEIGHT    -        -15.494 (meters)                     GEOID18
 MR0303  DYNAMIC HEIGHT  -       1900.377 (meters)     6234.82  (feet) COMP
 MR0303  MODELED GRAVITY -    979,642.1   (mgal)                       NAVD 88
 MR0303
 MR0303  VERT ORDER      -  FIRST     CLASS II
 MR0303
 MR0303.The horizontal coordinates were scaled from a map and have
 MR0303.an estimated accuracy of +/- 6 seconds.
 MR0303
 MR0303.The orthometric height was determined by differential leveling and
 MR0303.adjusted by the NATIONAL GEODETIC SURVEY
 MR0303.in June 1991.
 MR0303
 MR0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0303.GEOID18 height accuracy estimate available here.
 MR0303
 MR0303.Click photographs - Photos may exist for this station.
 MR0303
 MR0303.The dynamic height is computed by dividing the NAVD 88
 MR0303.geopotential number by the normal gravity value computed on the
 MR0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0303.degrees latitude (g = 980.6199 gals.).
 MR0303
 MR0303.The modeled gravity was interpolated from observed gravity values.
 MR0303
 MR0303;                    North         East    Units  Estimated Accuracy
 MR0303;SPC UT N     - 1,087,000.      525,410.      MT  (+/- 180 meters Scaled)
 MR0303
 MR0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL834516(NAD 83)
 MR0303
 MR0303                          SUPERSEDED SURVEY CONTROL
 MR0303
 MR0303  NGVD 29 (??/??/92) 1900.727  (m)         6235.97   (f) SUPERSEDED  1 2
 MR0303  NGVD 29 (06/08/92) 1900.852  (m)         6236.38   (f) ADJUSTED    1 2
 MR0303
 MR0303.Superseded values are not recommended for survey control.
 MR0303
 MR0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0303.See file dsdata.pdf to determine how the superseded data were derived.
 MR0303
 MR0303_MARKER: DB = BENCH MARK DISK
 MR0303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0303_SP_SET: ABUTMENT
 MR0303_STAMPING: R 132 1958
 MR0303_MARK LOGO: CGS
 MR0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0303
 MR0303  HISTORY     - Date     Condition        Report By
 MR0303  HISTORY     - 1958     MONUMENTED       CGS
 MR0303  HISTORY     - 1983     GOOD             NGS
 MR0303
 MR0303                          STATION DESCRIPTION
 MR0303
 MR0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0303'8.5 MI SW FROM WAHSATCH.
 MR0303'ABOUT 8.5 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0303'STATION AT WAHSATCH, ABOUT 0.1 MILE SOUTH OF MILEPOST 936, IN THE TOP
 MR0303'OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF BRIDGE 936.12, ABOUT
 MR0303'0.4 MILE NORTH OF THE CASTLE ROCK STATION SIGN, 5 FEET EAST OF THE
 MR0303'EAST RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS.
 MR0303
 MR0303                          STATION RECOVERY (1983)
 MR0303
 MR0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0303'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0371 ***********************************************************************
 MR0371  DESIGNATION -  R 134
 MR0371  PID         -  MR0371
 MR0371  STATE/COUNTY-  UT/MORGAN
 MR0371  COUNTRY     -  US
 MR0371  USGS QUAD   -  SNOW BASIN (2017)
 MR0371
 MR0371                         *CURRENT SURVEY CONTROL
 MR0371  ______________________________________________________________________
 MR0371* NAD 83(1986) POSITION- 41 08 15.4    (N) 111 48 14.2    (W)   HD_HELD2
 MR0371* NAVD 88 ORTHO HEIGHT -  1476.202 (meters)     4843.17  (feet) ADJUSTED
 MR0371  ______________________________________________________________________
 MR0371  GEOID HEIGHT    -        -16.259 (meters)                     GEOID18
 MR0371  DYNAMIC HEIGHT  -       1475.018 (meters)     4839.29  (feet) COMP
 MR0371  MODELED GRAVITY -    979,771.2   (mgal)                       NAVD 88
 MR0371
 MR0371  VERT ORDER      -  FIRST     CLASS II
 MR0371
 MR0371.The horizontal coordinates were established by autonomous hand held GPS
 MR0371.observations and have an estimated accuracy of +/- 10 meters.
 MR0371
 MR0371.The orthometric height was determined by differential leveling and
 MR0371.adjusted by the NATIONAL GEODETIC SURVEY
 MR0371.in June 1991.
 MR0371
 MR0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0371.GEOID18 height accuracy estimate available here.
 MR0371
 MR0371.Click photographs - Photos may exist for this station.
 MR0371
 MR0371.The dynamic height is computed by dividing the NAVD 88
 MR0371.geopotential number by the normal gravity value computed on the
 MR0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0371.degrees latitude (g = 980.6199 gals.).
 MR0371
 MR0371.The modeled gravity was interpolated from observed gravity values.
 MR0371
 MR0371;                    North         East    Units  Estimated Accuracy
 MR0371;SPC UT N     - 1,089,359.      474,482.      MT  (+/- 10 meters HH2 GPS)
 MR0371
 MR0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3252754344(NAD 83)
 MR0371
 MR0371                          SUPERSEDED SURVEY CONTROL
 MR0371
 MR0371  NGVD 29 (??/??/92) 1475.058  (m)         4839.42   (f) SUPERSEDED  1 2
 MR0371  NGVD 29 (06/08/92) 1475.141  (m)         4839.69   (f) ADJUSTED    1 2
 MR0371
 MR0371.Superseded values are not recommended for survey control.
 MR0371
 MR0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0371.See file dsdata.pdf to determine how the superseded data were derived.
 MR0371
 MR0371_MARKER: DB = BENCH MARK DISK
 MR0371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0371_SP_SET: ABUTMENT
 MR0371_STAMPING: R 134 1958
 MR0371_MARK LOGO: CGS
 MR0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0371
 MR0371  HISTORY     - Date     Condition        Report By
 MR0371  HISTORY     - 1958     MONUMENTED       CGS
 MR0371  HISTORY     - 1983     GOOD             NGS
 MR0371
 MR0371                          STATION DESCRIPTION
 MR0371
 MR0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0371'10.0 MI NW FROM MORGAN.
 MR0371'ABOUT 10.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0371'STATION AT MORGAN, 90 FEET NORTHWEST AND ACROSS THE TRACK FROM MILE
 MR0371'POST 978, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF
 MR0371'BRIDGE NUMBER 978.01, 7 FEET NORTH OF THE NEAR RAIL, AND ABOUT 2 1/2
 MR0371'FEET BELOW THE TRACK.
 MR0371
 MR0371                          STATION RECOVERY (1983)
 MR0371
 MR0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0371'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MR0371'THE FOLLOWING EXCEPTION, THE DISK HAS BEEN MUTILATED AND IS HARD TO
 MR0371'READ.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0348 ***********************************************************************
 MR0348  DESIGNATION -  R 135
 MR0348  PID         -  MR0348
 MR0348  STATE/COUNTY-  UT/MORGAN
 MR0348  COUNTRY     -  US
 MR0348  USGS QUAD   -  DEVILS SLIDE (2017)
 MR0348
 MR0348                         *CURRENT SURVEY CONTROL
 MR0348  ______________________________________________________________________
 MR0348* NAD 83(1986) POSITION- 41 03 48.     (N) 111 32 47.     (W)   SCALED
 MR0348* NAVD 88 ORTHO HEIGHT -  1597.285 (meters)     5240.43  (feet) ADJUSTED
 MR0348  ______________________________________________________________________
 MR0348  GEOID HEIGHT    -        -16.020 (meters)                     GEOID18
 MR0348  DYNAMIC HEIGHT  -       1595.921 (meters)     5235.95  (feet) COMP
 MR0348  MODELED GRAVITY -    979,714.8   (mgal)                       NAVD 88
 MR0348
 MR0348  VERT ORDER      -  FIRST     CLASS II
 MR0348
 MR0348.The horizontal coordinates were scaled from a map and have
 MR0348.an estimated accuracy of +/- 6 seconds.
 MR0348
 MR0348.The orthometric height was determined by differential leveling and
 MR0348.adjusted by the NATIONAL GEODETIC SURVEY
 MR0348.in June 1991.
 MR0348
 MR0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0348.GEOID18 height accuracy estimate available here.
 MR0348
 MR0348.Click photographs - Photos may exist for this station.
 MR0348
 MR0348.The dynamic height is computed by dividing the NAVD 88
 MR0348.geopotential number by the normal gravity value computed on the
 MR0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0348.degrees latitude (g = 980.6199 gals.).
 MR0348
 MR0348.The modeled gravity was interpolated from observed gravity values.
 MR0348
 MR0348;                    North         East    Units  Estimated Accuracy
 MR0348;SPC UT N     - 1,081,070.      496,100.      MT  (+/- 180 meters Scaled)
 MR0348
 MR0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL540459(NAD 83)
 MR0348
 MR0348                          SUPERSEDED SURVEY CONTROL
 MR0348
 MR0348  NGVD 29 (??/??/92) 1596.043  (m)         5236.35   (f) ADJ UNCH    1 2
 MR0348
 MR0348.Superseded values are not recommended for survey control.
 MR0348
 MR0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0348.See file dsdata.pdf to determine how the superseded data were derived.
 MR0348
 MR0348_MARKER: DB = BENCH MARK DISK
 MR0348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0348_SP_SET: BRIDGE
 MR0348_STAMPING: R 135 1958
 MR0348_MARK LOGO: CGS
 MR0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0348
 MR0348  HISTORY     - Date     Condition        Report By
 MR0348  HISTORY     - 1958     MONUMENTED       CGS
 MR0348  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0348
 MR0348                          STATION DESCRIPTION
 MR0348
 MR0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0348'0.4 MI W FROM DEVILS SLIDE.
 MR0348'ABOUT 0.4 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0348'AT DEVILS SLIDE, ABOUT 0.15 MILE SOUTHEAST OF MILE POST 961, IN THE
 MR0348'TOP OF THE CONCRETE CURBING AT THE NORTHWEST END OF A CONCRETE BRIDGE
 MR0348'OVER THE WEBER RIVER, 50 FEET SOUTHWEST OF THE NEAR RAIL, 19 FEET
 MR0348'NORTHEAST OF THE CENTER LINE OF U. S. HIGHWAY 30S, 6 1/2 FEET
 MR0348'SOUTHEAST OF THE NORTHWEST END OF THE BRIDGE, AND ABOUT 1 FOOT ABOVE
 MR0348'THE LEVEL OF THE HIGHWAY.
 MR0348
 MR0348                          STATION RECOVERY (1983)
 MR0348
 MR0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0348'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0089 ***********************************************************************
 HO0089  DESIGNATION -  R 137
 HO0089  PID         -  HO0089
 HO0089  STATE/COUNTY-  UT/KANE
 HO0089  COUNTRY     -  US
 HO0089  USGS QUAD   -  JOHNSON LAKES (2017)
 HO0089
 HO0089                         *CURRENT SURVEY CONTROL
 HO0089  ______________________________________________________________________
 HO0089* NAD 83(1986) POSITION- 37 02 20.3    (N) 112 17 17.3    (W)   HD_HELD2
 HO0089* NAVD 88 ORTHO HEIGHT -  1608.986 (meters)     5278.81  (feet) ADJUSTED
 HO0089  ______________________________________________________________________
 HO0089  GEOID HEIGHT    -        -22.168 (meters)                     GEOID18
 HO0089  DYNAMIC HEIGHT  -       1607.095 (meters)     5272.61  (feet) COMP
 HO0089  MODELED GRAVITY -    979,399.3   (mgal)                       NAVD 88
 HO0089
 HO0089  VERT ORDER      -  FIRST     CLASS II
 HO0089
 HO0089.The horizontal coordinates were established by autonomous hand held GPS
 HO0089.observations and have an estimated accuracy of +/- 10 meters.
 HO0089
 HO0089.The orthometric height was determined by differential leveling and
 HO0089.adjusted by the NATIONAL GEODETIC SURVEY
 HO0089.in June 1991.
 HO0089
 HO0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0089.GEOID18 height accuracy estimate available here.
 HO0089
 HO0089.Click photographs - Photos may exist for this station.
 HO0089
 HO0089.The dynamic height is computed by dividing the NAVD 88
 HO0089.geopotential number by the normal gravity value computed on the
 HO0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0089.degrees latitude (g = 980.6199 gals.).
 HO0089
 HO0089.The modeled gravity was interpolated from observed gravity values.
 HO0089
 HO0089;                    North         East    Units  Estimated Accuracy
 HO0089;SPC UT S     - 3,041,616.      429,881.      MT  (+/- 10 meters HH2 GPS)
 HO0089
 HO0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF8544299971(NAD 83)
 HO0089
 HO0089                          SUPERSEDED SURVEY CONTROL
 HO0089
 HO0089  NGVD 29 (??/??/92) 1607.979  (m)         5275.51   (f) ADJ UNCH    1 2
 HO0089
 HO0089.Superseded values are not recommended for survey control.
 HO0089
 HO0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0089.See file dsdata.pdf to determine how the superseded data were derived.
 HO0089
 HO0089_MARKER: DB = BENCH MARK DISK
 HO0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0089_STAMPING: R 137 1962
 HO0089_MARK LOGO: CGS
 HO0089_PROJECTION: PROJECTING 10 CENTIMETERS
 HO0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0089+STABILITY: SURFACE MOTION
 HO0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0089+SATELLITE: SATELLITE OBSERVATIONS - December 25, 2006
 HO0089
 HO0089  HISTORY     - Date     Condition        Report By
 HO0089  HISTORY     - 1962     MONUMENTED       CGS
 HO0089  HISTORY     - 1983     GOOD             NGS
 HO0089  HISTORY     - 20061225 GOOD             INDIV
 HO0089
 HO0089                          STATION DESCRIPTION
 HO0089
 HO0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0089'14.35 MI E FROM KANAB.
 HO0089'ABOUT 14.35 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY
 HO0089'SAINTS CHURCH AT KANAB, 35 FEET NORTH-NORTHWEST OF A POWER POLE, 16
 HO0089'FEET EAST OF THE CENTER OF A METAL FRAME GATE AND ENTRANCE TO A
 HO0089'PASTURE, 2 FEET NORTH OF A FENCE, 158 FEET SOUTH OF THE CENTER LINE OF
 HO0089'THE HIGHWAY, 1.7 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 HO0089'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 HO0089'INCHES.
 HO0089
 HO0089                          STATION RECOVERY (1983)
 HO0089
 HO0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0089'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  22.4 KM
 HO0089'(14.0 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0089'SAINTS IN KANAB, 7.0 KM (4.4 MI) EAST OF THE T-JUNCTION OF JOHNSON
 HO0089'CANYON ROAD, 3.3 KM (2.05 MI) WEST OF THE BRIDGE OVER SEAMAN WASH,
 HO0089'0.8 KM (0.5 MI) EAST OF MILEPOST 51, 48.1 METERS (158 FT) SOUTH OF THE
 HO0089'HIGHWAY CENTERLINE, 10.6 METERS (35 FT) NORTH OF POWER POLE 205,
 HO0089'4.8 METERS (16 FT) EAST OF THE CENTER OF A FIELD ENTRANCE ROAD,
 HO0089'2.7 METERS (9 FT) EAST OF THE EAST GATE POST FOR A STEEL PIPE GATE,
 HO0089'0.6 METER (2 FT) NORTH OF THE RIGHT OF WAY FENCE.
 HO0089'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 HO0089'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 HO0089
 HO0089                          STATION RECOVERY (2006)
 HO0089
 HO0089'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RW)
 HO0089'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0109 ***********************************************************************
 HO0109  DESIGNATION -  R 138
 HO0109  PID         -  HO0109
 HO0109  STATE/COUNTY-  UT/KANE
 HO0109  COUNTRY     -  US
 HO0109  USGS QUAD   -  EIGHTMILE PASS (2017)
 HO0109
 HO0109                         *CURRENT SURVEY CONTROL
 HO0109  ______________________________________________________________________
 HO0109* NAD 83(1986) POSITION- 37 10 42.39   (N) 112 00 31.50   (W)   HD_HELD1
 HO0109* NAVD 88 ORTHO HEIGHT -  1622.392 (meters)     5322.80  (feet) ADJUSTED
 HO0109  ______________________________________________________________________
 HO0109  GEOID HEIGHT    -        -22.216 (meters)                     GEOID18
 HO0109  DYNAMIC HEIGHT  -       1620.493 (meters)     5316.57  (feet) COMP
 HO0109  MODELED GRAVITY -    979,403.5   (mgal)                       NAVD 88
 HO0109
 HO0109  VERT ORDER      -  FIRST     CLASS II
 HO0109
 HO0109.The horizontal coordinates were determined by differentially corrected
 HO0109.hand held GPS observations or other comparable positioning techniques
 HO0109.and have an estimated accuracy of +/- 3 meters.
 HO0109
 HO0109.The orthometric height was determined by differential leveling and
 HO0109.adjusted by the NATIONAL GEODETIC SURVEY
 HO0109.in June 1991.
 HO0109
 HO0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0109.GEOID18 height accuracy estimate available here.
 HO0109
 HO0109.Click photographs - Photos may exist for this station.
 HO0109
 HO0109.The dynamic height is computed by dividing the NAVD 88
 HO0109.geopotential number by the normal gravity value computed on the
 HO0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0109.degrees latitude (g = 980.6199 gals.).
 HO0109
 HO0109.The modeled gravity was interpolated from observed gravity values.
 HO0109
 HO0109;                    North         East    Units  Estimated Accuracy
 HO0109;SPC UT S     - 3,056,921.5     454,821.3     MT  (+/- 3 meters HH1 GPS) 
 HO0109
 HO0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG1045415144(NAD 83)
 HO0109
 HO0109                          SUPERSEDED SURVEY CONTROL
 HO0109
 HO0109  NGVD 29 (??/??/92) 1621.377  (m)         5319.47   (f) ADJ UNCH    1 2
 HO0109
 HO0109.Superseded values are not recommended for survey control.
 HO0109
 HO0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0109.See file dsdata.pdf to determine how the superseded data were derived.
 HO0109
 HO0109_MARKER: DB = BENCH MARK DISK
 HO0109_SETTING: 66 = SET IN ROCK OUTCROP
 HO0109_STAMPING: R 138 1962
 HO0109_MARK LOGO: CGS
 HO0109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0109+STABILITY: POSITION/ELEVATION WELL
 HO0109
 HO0109  HISTORY     - Date     Condition        Report By
 HO0109  HISTORY     - 1962     MONUMENTED       CGS
 HO0109  HISTORY     - 1983     GOOD             NGS
 HO0109
 HO0109                          STATION DESCRIPTION
 HO0109
 HO0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0109'33.35 MI E FROM KANBAB.
 HO0109'ABOUT 33.35 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY
 HO0109'SAINTS CHURCH AT KANAB, 157 FEET SOUTHEAST OF THE CENTERLINE OF THE
 HO0109'HIGHWAY, 134 FEET EAST-SOUTHEAST OF MILEPOST NUMBER 33, 2.5 FEET
 HO0109'NORTHWEST OF A FENCE, 25.6 FEET EAST OF A METAL WITNESS POST, ABOUT
 HO0109'LEVEL WITH THE HIGHWAY, AND SET FLUSH IN THE TOP OF A ROCK LEDGE WHICH
 HO0109'IS ON THE NORTHEAST BANK OF A WASH.
 HO0109
 HO0109                          STATION RECOVERY (1983)
 HO0109
 HO0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0109'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  52.5 KM
 HO0109'(32.8 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0109'SAINTS IN KANAB, IN TOP OF AND 1.0 METER (3.3 FT) NORTHEAST OF THE
 HO0109'SOUTHWEST EDGE OF THE RIMROCK OF A LOW LIMESTONE CLIFF, 0.15 KM
 HO0109'(0.1 MI) NORTHEAST OF THE CROSSING OF SAND GULCH, 0.55 KM (0.35 MI)
 HO0109'NORTH OF MILEPOST 32, 47.8 METERS (157 FT) SOUTHEAST OF THE HIGHWAY
 HO0109'CENTERLINE, 0.8 METER (2.5 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 HO0109'THE MARK IS 8.1 METERS  E FROM A WITNESS POST.
 HO0109'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0537 ***********************************************************************
 HN0537  DESIGNATION -  R 139
 HN0537  PID         -  HN0537
 HN0537  STATE/COUNTY-  UT/KANE
 HN0537  COUNTRY     -  US
 HN0537  USGS QUAD   -  BIG WATER (2017)
 HN0537
 HN0537                         *CURRENT SURVEY CONTROL
 HN0537  ______________________________________________________________________
 HN0537* NAD 83(1986) POSITION- 37 05 17.2    (N) 111 42 27.5    (W)   HD_HELD2
 HN0537* NAVD 88 ORTHO HEIGHT -  1337.261 (meters)     4387.33  (feet) ADJUSTED
 HN0537  ______________________________________________________________________
 HN0537  GEOID HEIGHT    -        -23.059 (meters)                     GEOID18
 HN0537  DYNAMIC HEIGHT  -       1335.736 (meters)     4382.33  (feet) COMP
 HN0537  MODELED GRAVITY -    979,444.6   (mgal)                       NAVD 88
 HN0537
 HN0537  VERT ORDER      -  FIRST     CLASS II
 HN0537
 HN0537.The horizontal coordinates were established by autonomous hand held GPS
 HN0537.observations and have an estimated accuracy of +/- 10 meters.
 HN0537
 HN0537.The orthometric height was determined by differential leveling and
 HN0537.adjusted by the NATIONAL GEODETIC SURVEY
 HN0537.in June 1991.
 HN0537
 HN0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0537.GEOID18 height accuracy estimate available here.
 HN0537
 HN0537.Click photographs - Photos may exist for this station.
 HN0537
 HN0537.The dynamic height is computed by dividing the NAVD 88
 HN0537.geopotential number by the normal gravity value computed on the
 HN0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0537.degrees latitude (g = 980.6199 gals.).
 HN0537
 HN0537.The modeled gravity was interpolated from observed gravity values.
 HN0537
 HN0537;                    North         East    Units  Estimated Accuracy
 HN0537;SPC UT S     - 3,046,794.      481,539.      MT  (+/- 10 meters HH2 GPS)
 HN0537
 HN0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG3710904881(NAD 83)
 HN0537
 HN0537                          SUPERSEDED SURVEY CONTROL
 HN0537
 HN0537  NGVD 29 (??/??/92) 1336.335  (m)         4384.29   (f) ADJ UNCH    1 2
 HN0537
 HN0537.Superseded values are not recommended for survey control.
 HN0537
 HN0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0537.See file dsdata.pdf to determine how the superseded data were derived.
 HN0537
 HN0537_MARKER: DB = BENCH MARK DISK
 HN0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0537_STAMPING: R 139 1962
 HN0537_MARK LOGO: CGS
 HN0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0537+STABILITY: SURFACE MOTION
 HN0537
 HN0537  HISTORY     - Date     Condition        Report By
 HN0537  HISTORY     - 1962     MONUMENTED       CGS
 HN0537  HISTORY     - 1983     GOOD             NGS
 HN0537
 HN0537                          STATION DESCRIPTION
 HN0537
 HN0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0537'17.8 MI NW FROM PAGE, AZ.
 HN0537'ABOUT 17.8 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 HN0537'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.2 MILE WEST OF BUCK
 HN0537'TANK DRAW, 0.15 MILE WEST OF MILEPOST NUMBER 55, 141 FEET SOUTHEAST OF
 HN0537'THE SOUTH END OF A METAL CULVERT, 135 FEET SOUTH OF THE CENTERLINE OF
 HN0537'THE HIGHWAY, 93 FEET NORTHWEST OF A TELEPHONE POLE, 3 FEET NORTH OF A
 HN0537'FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 HN0537'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HN0537
 HN0537                          STATION RECOVERY (1983)
 HN0537
 HN0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0537'RECOVERED IN GOOD CONDITION.  OMIT--0.15 MI WEST OF MILEPOST 55.
 HN0537'ADD--68.3 METERS (224 FT) SOUTHEAST ACROSS THE HIGHWAY FROM MILEPOST
 HN0537'10.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0083 ***********************************************************************
 HN0083  DESIGNATION -  R 140
 HN0083  PID         -  HN0083
 HN0083  STATE/COUNTY-  UT/SAN JUAN
 HN0083  COUNTRY     -  US
 HN0083  USGS QUAD   -  RED HOUSE SPRING (2017)
 HN0083
 HN0083                         *CURRENT SURVEY CONTROL
 HN0083  ______________________________________________________________________
 HN0083* NAD 83(1986) POSITION- 37 29 01.     (N) 110 10 28.     (W)   SCALED
 HN0083* NAVD 88 ORTHO HEIGHT -  1591.364 (meters)     5221.00  (feet) ADJUSTED
 HN0083  ______________________________________________________________________
 HN0083  GEOID HEIGHT    -        -20.769 (meters)                     GEOID18
 HN0083  DYNAMIC HEIGHT  -       1589.567 (meters)     5215.10  (feet) COMP
 HN0083  MODELED GRAVITY -    979,445.4   (mgal)                       NAVD 88
 HN0083
 HN0083  VERT ORDER      -  FIRST     CLASS II
 HN0083
 HN0083.The horizontal coordinates were scaled from a map and have
 HN0083.an estimated accuracy of +/- 6 seconds.
 HN0083
 HN0083.The orthometric height was determined by differential leveling and
 HN0083.adjusted by the NATIONAL GEODETIC SURVEY
 HN0083.in June 1991.
 HN0083
 HN0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0083.GEOID18 height accuracy estimate available here.
 HN0083
 HN0083.Click photographs - Photos may exist for this station.
 HN0083
 HN0083.The dynamic height is computed by dividing the NAVD 88
 HN0083.geopotential number by the normal gravity value computed on the
 HN0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0083.degrees latitude (g = 980.6199 gals.).
 HN0083
 HN0083.The modeled gravity was interpolated from observed gravity values.
 HN0083
 HN0083;                    North         East    Units  Estimated Accuracy
 HN0083;SPC UT S     - 3,091,500.      617,230.      MT  (+/- 180 meters Scaled)
 HN0083
 HN0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG729488(NAD 83)
 HN0083
 HN0083                          SUPERSEDED SURVEY CONTROL
 HN0083
 HN0083  NGVD 29 (??/??/92) 1590.367  (m)         5217.73   (f) ADJ UNCH    1 2
 HN0083
 HN0083.Superseded values are not recommended for survey control.
 HN0083
 HN0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0083.See file dsdata.pdf to determine how the superseded data were derived.
 HN0083
 HN0083_MARKER: DB = BENCH MARK DISK
 HN0083_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0083_STAMPING: R 140 1962
 HN0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0083
 HN0083  HISTORY     - Date     Condition        Report By
 HN0083  HISTORY     - 1962     MONUMENTED       CGS
 HN0083  HISTORY     - 1982     GOOD             USGS
 HN0083  HISTORY     - 1982     GOOD             USGS
 HN0083
 HN0083                          STATION DESCRIPTION
 HN0083
 HN0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0083'23.4 MI S FROM FRY CANYON.
 HN0083'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0083'AT FRY CANYON.  THENCE 10.9 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 HN0083'0.6 MILE NORTHEAST OF A ROAD JUNCTION AT RED HOUSE SPRING, 42 FEET
 HN0083'SOUTHEAST OF THE CENTERLINE OF THE GRADED DIRT ROAD, 2.3 FEET
 HN0083'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 HN0083'IN THE TOP OF A 6-INCH CONCRETE PIPE WHICH IS FILLED WITH CONCRETE AND
 HN0083'IMBEDDED IN CONCRETE AND WHICH PROJECTS ABOUT 6-INCHES ABOVE THE
 HN0083'GROUND.
 HN0083
 HN0083                          STATION RECOVERY (1982)
 HN0083
 HN0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0083'FRY CANYON, 22.4 MILES SOUTH OF, ABOUT 12.0 MILES SOUTHEAST ALONG
 HN0083'STATE HWY. 95 FROM THE POST OFFICE AT FRY CANYON, THENCE 10.1 MILES
 HN0083'SOUTHWEST ALONG STATE HWY 263 TO A JUNCTION WITH A GRADED DIRT ROAD
 HN0083'WEST, THENCE 0.3 MILES SOUTHWEST ALONG THE GRADED DIRT ROAD, 48 FEET
 HN0083'SOUTHEAST OF THE CENTERLINE, 2.3 FEET SOUTHEAST OF A METAL WITNESS
 HN0083'POST, AND SET IN THE TOP OF A 6 INCH CONCRETE POST PROJECTING ABOUT 6
 HN0083'INCHES ABOVE THE GROUND.
 HN0083
 HN0083                          STATION RECOVERY (1982)
 HN0083
 HN0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0083'FRY CANYON, 22.4 MILES SOUTH OF, ABOUT 12.0 MILES SOUTHEAST ALONG
 HN0083'STATE HWY. 95 FROM THE POST OFFICE AT FRY CANYON, THENCE 10.1 MILES
 HN0083'SOUTHWEST ALONG STATE HWY 263 TO A JUNCTION WITH A GRADED DIRT ROAD
 HN0083'WEST, THENCE 0.3 MILES SOUTHWEST ALONG THE GRADED DIRT ROAD, 48 FEET
 HN0083'SOUTHEAST OF THE CENTERLINE, 2.3 FEET SOUTHEAST OF A METAL WITNESS
 HN0083'POST, AND SET IN THE TOP OF A 6 INCH CONCRETE POST PROJECTING ABOUT 6
 HN0083'INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0153 ***********************************************************************
 HN0153  DESIGNATION -  R 141
 HN0153  PID         -  HN0153
 HN0153  STATE/COUNTY-  UT/SAN JUAN
 HN0153  COUNTRY     -  US
 HN0153  USGS QUAD   -  MIKES MESA (2017)
 HN0153
 HN0153                         *CURRENT SURVEY CONTROL
 HN0153  ______________________________________________________________________
 HN0153* NAD 83(1986) POSITION- 37 17 21.     (N) 110 23 00.     (W)   SCALED
 HN0153* NAVD 88 ORTHO HEIGHT -  1148.205 (meters)     3767.07  (feet) ADJUSTED
 HN0153  ______________________________________________________________________
 HN0153  GEOID HEIGHT    -        -21.763 (meters)                     GEOID18
 HN0153  DYNAMIC HEIGHT  -       1146.976 (meters)     3763.04  (feet) COMP
 HN0153  MODELED GRAVITY -    979,521.6   (mgal)                       NAVD 88
 HN0153
 HN0153  VERT ORDER      -  FIRST     CLASS II
 HN0153
 HN0153.The horizontal coordinates were scaled from a map and have
 HN0153.an estimated accuracy of +/- 6 seconds.
 HN0153
 HN0153.The orthometric height was determined by differential leveling and
 HN0153.adjusted by the NATIONAL GEODETIC SURVEY
 HN0153.in June 1991.
 HN0153
 HN0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0153.GEOID18 height accuracy estimate available here.
 HN0153
 HN0153.Click photographs - Photos may exist for this station.
 HN0153
 HN0153.The dynamic height is computed by dividing the NAVD 88
 HN0153.geopotential number by the normal gravity value computed on the
 HN0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0153.degrees latitude (g = 980.6199 gals.).
 HN0153
 HN0153.The modeled gravity was interpolated from observed gravity values.
 HN0153
 HN0153;                    North         East    Units  Estimated Accuracy
 HN0153;SPC UT S     - 3,069,680.      599,020.      MT  (+/- 180 meters Scaled)
 HN0153
 HN0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG546271(NAD 83)
 HN0153
 HN0153                          SUPERSEDED SURVEY CONTROL
 HN0153
 HN0153  NGVD 29 (??/??/92) 1147.332  (m)         3764.21   (f) ADJ UNCH    1 2
 HN0153
 HN0153.Superseded values are not recommended for survey control.
 HN0153
 HN0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0153.See file dsdata.pdf to determine how the superseded data were derived.
 HN0153
 HN0153_MARKER: DB = BENCH MARK DISK
 HN0153_SETTING: 66 = SET IN ROCK OUTCROP
 HN0153_STAMPING: R 141 1962
 HN0153_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0153+STABILITY: POSITION/ELEVATION WELL
 HN0153
 HN0153  HISTORY     - Date     Condition        Report By
 HN0153  HISTORY     - 1962     MONUMENTED       CGS
 HN0153
 HN0153                          STATION DESCRIPTION
 HN0153
 HN0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0153'43.55 MI S FROM FRY CANYON.
 HN0153'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH STATE HIGHWAY 95 FROM THE POST
 HN0153'OFFICE AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT
 HN0153'ROAD.  THENCE 10.6 MILES SOUTHWEST ALONG A BULLDOZED ROAD LEADING TO
 HN0153'THE SAN JUAN RIVER.  THENCE 0.95 MILE SOUTH ACROSS COUNTRY BETWEEN TWO
 HN0153'LARGE WASHES, AT THE NORTH RIM OF THE SAN JUAN RIVER, 160 FEET
 HN0153'NORTH-NORTHEAST OF THE SOUTH-SOUTHWEST EDGE OF RIM ROCK ABOVE THE SAN
 HN0153'JUAN RIVER, 132 FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE
 HN0153'TOP OF A LARGE FLAT ROCK OUTCROP FLUSH WITH THE GROUND. NOTE-- BENCH
 HN0153'MARK IS 0.3 MILE NORTH OF AND ACROSS THE SAN JUAN RIVER FROM BENCH
 HN0153'MARK K 150.  AND 24.75 MILES NORTHWEST OF OLJATO, UTAH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0131 ***********************************************************************
 HN0131  DESIGNATION -  R 142
 HN0131  PID         -  HN0131
 HN0131  STATE/COUNTY-  UT/SAN JUAN
 HN0131  COUNTRY     -  US
 HN0131  USGS QUAD   -  JACOBS MONUMENT (2017)
 HN0131
 HN0131                         *CURRENT SURVEY CONTROL
 HN0131  ______________________________________________________________________
 HN0131* NAD 83(1986) POSITION- 37 07 22.     (N) 110 24 56.     (W)   SCALED
 HN0131* NAVD 88 ORTHO HEIGHT -  1364.130 (meters)     4475.48  (feet) ADJUSTED
 HN0131  ______________________________________________________________________
 HN0131  GEOID HEIGHT    -        -21.591 (meters)                     GEOID18
 HN0131  DYNAMIC HEIGHT  -       1362.610 (meters)     4470.50  (feet) COMP
 HN0131  MODELED GRAVITY -    979,469.6   (mgal)                       NAVD 88
 HN0131
 HN0131  VERT ORDER      -  FIRST     CLASS II
 HN0131
 HN0131.The horizontal coordinates were scaled from a map and have
 HN0131.an estimated accuracy of +/- 6 seconds.
 HN0131
 HN0131.The orthometric height was determined by differential leveling and
 HN0131.adjusted by the NATIONAL GEODETIC SURVEY
 HN0131.in June 1991.
 HN0131
 HN0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0131.GEOID18 height accuracy estimate available here.
 HN0131
 HN0131.Click photographs - Photos may exist for this station.
 HN0131
 HN0131.The dynamic height is computed by dividing the NAVD 88
 HN0131.geopotential number by the normal gravity value computed on the
 HN0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0131.degrees latitude (g = 980.6199 gals.).
 HN0131
 HN0131.The modeled gravity was interpolated from observed gravity values.
 HN0131
 HN0131;                    North         East    Units  Estimated Accuracy
 HN0131;SPC UT S     - 3,051,180.      596,370.      MT  (+/- 180 meters Scaled)
 HN0131
 HN0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG519086(NAD 83)
 HN0131
 HN0131                          SUPERSEDED SURVEY CONTROL
 HN0131
 HN0131  NGVD 29 (??/??/92) 1363.237  (m)         4472.55   (f) ADJ UNCH    1 2
 HN0131
 HN0131.Superseded values are not recommended for survey control.
 HN0131
 HN0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0131.See file dsdata.pdf to determine how the superseded data were derived.
 HN0131
 HN0131_MARKER: DB = BENCH MARK DISK
 HN0131_SETTING: 66 = SET IN ROCK OUTCROP
 HN0131_STAMPING: R 142 1962
 HN0131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0131+STABILITY: POSITION/ELEVATION WELL
 HN0131
 HN0131  HISTORY     - Date     Condition        Report By
 HN0131  HISTORY     - 1962     MONUMENTED       CGS
 HN0131  HISTORY     - 1982     GOOD             USGS
 HN0131  HISTORY     - 1982     GOOD             USGS
 HN0131
 HN0131                          STATION DESCRIPTION
 HN0131
 HN0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0131'9.45 MI NW FROM OLJATO.
 HN0131'ABOUT 9.45 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0131'FROM THE TRADING POST AT OLJATO, 74.0 FEET NORTHWEST OF A METAL
 HN0131'WITNESS POST, 58 FEET NORTHEAST OF THE CENTERLINE OF THE DIRT ROAD,
 HN0131'ABOUT 3 FEET ABOVE THE LEVEL OF THE DIRT ROAD, AND SET IN THE TOP OF A
 HN0131'SANDSTONE OUTCROP PROJECTING 12 INCHES.
 HN0131
 HN0131                          STATION RECOVERY (1982)
 HN0131
 HN0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0131'OLJETO, 9.45 MILE NORTHWEST OF 2.3 MILE NORTH ALONG A PAVED ROAD FROM
 HN0131'THE OLJETO TRADING POST, THENCE 8.7 MILE NORTHWEST ALONG A GRADED
 HN0131'ROAD. TO A Y-RD. NORTHEAST LEADING TO PIUTE FARMS, THENCE 1.5 MI
 HN0131'ALONG ROAD. TO PIUTE FARMS, 74 FT NORTH OF A METAL POST, 55 FT EAST
 HN0131'OF AND 3.6 FT. HIGHER THAN ROAD., 25 FT NORTH OF A DRAIN, SET IN THE
 HN0131'TOP OF A SANDSTONE OUTCROP PROJECTING 12 INCHES. A STANDARD DISK.
 HN0131
 HN0131                          STATION RECOVERY (1982)
 HN0131
 HN0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0131'OLJETO, 9.45 MILE NORTHWEST OF 2.3 MILE NORTH ALONG A PAVED ROAD FROM
 HN0131'THE OLJETO TRADING POST, THENCE 8.7 MILE NORTHWEST ALONG A GRADED
 HN0131'ROAD. TO A Y-RD. NORTHEAST LEADING TO PIUTE FARMS, THENCE 1.5 MI
 HN0131'ALONG ROAD. TO PIUTE FARMS, 74 FT NORTH OF A METAL POST, 55 FT EAST
 HN0131'OF AND 3.6 FT. HIGHER THAN ROAD., 25 FT NORTH OF A DRAIN, SET IN THE
 HN0131'TOP OF A SANDSTONE OUTCROP PROJECTING 12 INCHES. A STANDARD DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0553 ***********************************************************************
 HN0553  DESIGNATION -  R 143
 HN0553  PID         -  HN0553
 HN0553  STATE/COUNTY-  UT/KANE
 HN0553  COUNTRY     -  US
 HN0553  USGS QUAD   -  LONE ROCK (2017)
 HN0553
 HN0553                         *CURRENT SURVEY CONTROL
 HN0553  ______________________________________________________________________
 HN0553* NAD 83(1986) POSITION- 37 02 38.     (N) 111 34 21.     (W)   SCALED
 HN0553* NAVD 88 ORTHO HEIGHT -  1162.594 (meters)     3814.28  (feet) ADJUSTED
 HN0553  ______________________________________________________________________
 HN0553  GEOID HEIGHT    -        -23.375 (meters)                     GEOID18
 HN0553  DYNAMIC HEIGHT  -       1161.297 (meters)     3810.02  (feet) COMP
 HN0553  MODELED GRAVITY -    979,476.9   (mgal)                       NAVD 88
 HN0553
 HN0553  VERT ORDER      -  FIRST     CLASS II
 HN0553
 HN0553.The horizontal coordinates were scaled from a map and have
 HN0553.an estimated accuracy of +/- 6 seconds.
 HN0553
 HN0553.The orthometric height was determined by differential leveling and
 HN0553.adjusted by the NATIONAL GEODETIC SURVEY
 HN0553.in June 1991.
 HN0553
 HN0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0553.GEOID18 height accuracy estimate available here.
 HN0553
 HN0553.Click photographs - Photos may exist for this station.
 HN0553
 HN0553.The dynamic height is computed by dividing the NAVD 88
 HN0553.geopotential number by the normal gravity value computed on the
 HN0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0553.degrees latitude (g = 980.6199 gals.).
 HN0553
 HN0553.The modeled gravity was interpolated from observed gravity values.
 HN0553
 HN0553;                    North         East    Units  Estimated Accuracy
 HN0553;SPC UT S     - 3,041,870.      493,550.      MT  (+/- 180 meters Scaled)
 HN0553
 HN0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF490998(NAD 83)
 HN0553
 HN0553                          SUPERSEDED SURVEY CONTROL
 HN0553
 HN0553  NGVD 29 (??/??/92) 1161.701  (m)         3811.35   (f) ADJ UNCH    1 2
 HN0553
 HN0553.Superseded values are not recommended for survey control.
 HN0553
 HN0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0553.See file dsdata.pdf to determine how the superseded data were derived.
 HN0553
 HN0553_MARKER: DB = BENCH MARK DISK
 HN0553_SETTING: 66 = SET IN ROCK OUTCROP
 HN0553_STAMPING: R 143 1962
 HN0553_MARK LOGO: CGS
 HN0553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0553+STABILITY: POSITION/ELEVATION WELL
 HN0553
 HN0553  HISTORY     - Date     Condition        Report By
 HN0553  HISTORY     - 1962     MONUMENTED       CGS
 HN0553
 HN0553                          STATION DESCRIPTION
 HN0553
 HN0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0553'15.4 MI NW FROM PAGE, AZ.
 HN0553'ABOUT 11.6 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 HN0553'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 1.1 MILES EAST
 HN0553'ALONG A DIRT ROAD AND ACROSS WAHWEAP CREEK TO THE NORTHEAST BANK OF
 HN0553'WAHWEAP CREEK.  THENCE 2.1 MILES EAST ALONG THE NORTHEAST CANYON WALL
 HN0553'OF WAHWEAP CREEK.  THENCE 0.6 MILE NORTH TO THE TOP AND ALONG THE WEST
 HN0553'RIM OF A SMALL CANYON, ABOUT 0.5 MILE NORTH OF A 4X4 INCH WHITE WOODEN
 HN0553'REFERENCE POST WHICH PROJECTS ABOUT 16 FEET, ABOUT 0.2 MILE SOUTHEAST
 HN0553'OF THE SOUTHEAST POINT OF A ROCK BUTTE OF ELEVATION 4210 FEET, 94.2
 HN0553'FEET SOUTH OF A METAL WITNESS POST, 50 FEET WEST OF WEST RIM OF THE
 HN0553'SMALL CANYON, AND SET IN THE TOP OF SOLID BED ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0398 ***********************************************************************
 HN0398  DESIGNATION -  R 144
 HN0398  PID         -  HN0398
 HN0398  STATE/COUNTY-  UT/KANE
 HN0398  COUNTRY     -  US
 HN0398  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0398
 HN0398                         *CURRENT SURVEY CONTROL
 HN0398  ______________________________________________________________________
 HN0398* NAD 83(1986) POSITION- 37 03 02.     (N) 111 25 09.     (W)   SCALED
 HN0398* NAVD 88 ORTHO HEIGHT -  1166.373 (meters)     3826.68  (feet) ADJUSTED
 HN0398  ______________________________________________________________________
 HN0398  GEOID HEIGHT    -        -23.406 (meters)                     GEOID18
 HN0398  DYNAMIC HEIGHT  -       1165.043 (meters)     3822.31  (feet) COMP
 HN0398  MODELED GRAVITY -    979,452.2   (mgal)                       NAVD 88
 HN0398
 HN0398  VERT ORDER      -  FIRST     CLASS II
 HN0398
 HN0398.The horizontal coordinates were scaled from a map and have
 HN0398.an estimated accuracy of +/- 6 seconds.
 HN0398
 HN0398.The orthometric height was determined by differential leveling and
 HN0398.adjusted by the NATIONAL GEODETIC SURVEY
 HN0398.in June 1991.
 HN0398
 HN0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0398.GEOID18 height accuracy estimate available here.
 HN0398
 HN0398.Click photographs - Photos may exist for this station.
 HN0398
 HN0398.The dynamic height is computed by dividing the NAVD 88
 HN0398.geopotential number by the normal gravity value computed on the
 HN0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0398.degrees latitude (g = 980.6199 gals.).
 HN0398
 HN0398.The modeled gravity was interpolated from observed gravity values.
 HN0398
 HN0398;                    North         East    Units  Estimated Accuracy
 HN0398;SPC UT S     - 3,042,610.      507,190.      MT  (+/- 180 meters Scaled)
 HN0398
 HN0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG627005(NAD 83)
 HN0398
 HN0398                          SUPERSEDED SURVEY CONTROL
 HN0398
 HN0398  NGVD 29 (??/??/92) 1165.463  (m)         3823.69   (f) ADJ UNCH    1 2
 HN0398
 HN0398.Superseded values are not recommended for survey control.
 HN0398
 HN0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0398.See file dsdata.pdf to determine how the superseded data were derived.
 HN0398
 HN0398_MARKER: DB = BENCH MARK DISK
 HN0398_SETTING: 66 = SET IN ROCK OUTCROP
 HN0398_STAMPING: R 144 1962
 HN0398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0398+STABILITY: POSITION/ELEVATION WELL
 HN0398
 HN0398  HISTORY     - Date     Condition        Report By
 HN0398  HISTORY     - 1962     MONUMENTED       CGS
 HN0398
 HN0398                          STATION DESCRIPTION
 HN0398
 HN0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0398'18.9 MI SE FROM GLEN CANYON CITY.
 HN0398'ABOUT 10.3 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0398'SERVICE STATION ON U.S. HIGHWAY 89 AT GLEN CANYON CITY.  THENCE 8.6
 HN0398'MILES SOUTHEAST ACROSS COUNTRY.  SET IN THE TOP OF A ROCK OUTCROP
 HN0398'WHICH IS ON THE CREST OF A HILL AND AT THE TOP OF THE NORTH SLOPE OF A
 HN0398'SMALL CANYON, 153.0 FEET SOUTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0480 ***********************************************************************
 HN0480  DESIGNATION -  R 145
 HN0480  PID         -  HN0480
 HN0480  STATE/COUNTY-  UT/KANE
 HN0480  COUNTRY     -  US
 HN0480  USGS QUAD   -  SOONER BENCH (2017)
 HN0480
 HN0480                         *CURRENT SURVEY CONTROL
 HN0480  ______________________________________________________________________
 HN0480* NAD 83(1986) POSITION- 37 15 05.     (N) 111 00 15.     (W)   SCALED
 HN0480* NAVD 88 ORTHO HEIGHT -  1407.982 (meters)     4619.35  (feet) ADJUSTED
 HN0480  ______________________________________________________________________
 HN0480  GEOID HEIGHT    -        -22.678 (meters)                     GEOID18
 HN0480  DYNAMIC HEIGHT  -       1406.249 (meters)     4613.67  (feet) COMP
 HN0480  MODELED GRAVITY -    979,353.2   (mgal)                       NAVD 88
 HN0480
 HN0480  VERT ORDER      -  FIRST     CLASS II
 HN0480
 HN0480.The horizontal coordinates were scaled from a map and have
 HN0480.an estimated accuracy of +/- 6 seconds.
 HN0480
 HN0480.The orthometric height was determined by differential leveling and
 HN0480.adjusted by the NATIONAL GEODETIC SURVEY
 HN0480.in June 1991.
 HN0480
 HN0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0480.GEOID18 height accuracy estimate available here.
 HN0480
 HN0480.Click photographs - Photos may exist for this station.
 HN0480
 HN0480.The dynamic height is computed by dividing the NAVD 88
 HN0480.geopotential number by the normal gravity value computed on the
 HN0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0480.degrees latitude (g = 980.6199 gals.).
 HN0480
 HN0480.The modeled gravity was interpolated from observed gravity values.
 HN0480
 HN0480;                    North         East    Units  Estimated Accuracy
 HN0480;SPC UT S     - 3,065,010.      543,990.      MT  (+/- 180 meters Scaled)
 HN0480
 HN0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG996227(NAD 83)
 HN0480
 HN0480                          SUPERSEDED SURVEY CONTROL
 HN0480
 HN0480  NGVD 29 (??/??/92) 1406.867  (m)         4615.70   (f) ADJ UNCH    1 2
 HN0480
 HN0480.Superseded values are not recommended for survey control.
 HN0480
 HN0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0480.See file dsdata.pdf to determine how the superseded data were derived.
 HN0480
 HN0480_MARKER: DB = BENCH MARK DISK
 HN0480_SETTING: 66 = SET IN ROCK OUTCROP
 HN0480_STAMPING: R 145 1962
 HN0480_MARK LOGO: CGS
 HN0480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0480+STABILITY: POSITION/ELEVATION WELL
 HN0480
 HN0480  HISTORY     - Date     Condition        Report By
 HN0480  HISTORY     - 1962     MONUMENTED       CGS
 HN0480
 HN0480                          STATION DESCRIPTION
 HN0480
 HN0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0480'8.55 MI W FROM HOLE IN THE ROCK.
 HN0480'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0480'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0480'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0480'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 0.3 MILE
 HN0480'SOUTHWEST AND UP A CATTLE TRAIL, 38 FEET EAST OF THE CENTERLINE OF THE
 HN0480'TRAIL, 24.4 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 HN0480'TRAIL, AND SET IN THE TOP OF THE WEST EDGE OF A ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0264 ***********************************************************************
 HN0264  DESIGNATION -  R 146
 HN0264  PID         -  HN0264
 HN0264  STATE/COUNTY-  UT/KANE
 HN0264  COUNTRY     -  US
 HN0264  USGS QUAD   -  NASJA MESA (2017)
 HN0264
 HN0264                         *CURRENT SURVEY CONTROL
 HN0264  ______________________________________________________________________
 HN0264* NAD 83(1986) POSITION- 37 14 08.     (N) 110 55 54.     (W)   SCALED
 HN0264* NAVD 88 ORTHO HEIGHT -  1235.767 (meters)     4054.35  (feet) ADJUSTED
 HN0264  ______________________________________________________________________
 HN0264  GEOID HEIGHT    -        -22.759 (meters)                     GEOID18
 HN0264  DYNAMIC HEIGHT  -       1234.347 (meters)     4049.69  (feet) COMP
 HN0264  MODELED GRAVITY -    979,440.4   (mgal)                       NAVD 88
 HN0264
 HN0264  VERT ORDER      -  FIRST     CLASS II
 HN0264
 HN0264.The horizontal coordinates were scaled from a map and have
 HN0264.an estimated accuracy of +/- 6 seconds.
 HN0264
 HN0264.The orthometric height was determined by differential leveling and
 HN0264.adjusted by the NATIONAL GEODETIC SURVEY
 HN0264.in June 1991.
 HN0264
 HN0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0264.GEOID18 height accuracy estimate available here.
 HN0264
 HN0264.Click photographs - Photos may exist for this station.
 HN0264
 HN0264.The dynamic height is computed by dividing the NAVD 88
 HN0264.geopotential number by the normal gravity value computed on the
 HN0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0264.degrees latitude (g = 980.6199 gals.).
 HN0264
 HN0264.The modeled gravity was interpolated from observed gravity values.
 HN0264
 HN0264;                    North         East    Units  Estimated Accuracy
 HN0264;SPC UT S     - 3,063,290.      550,430.      MT  (+/- 180 meters Scaled)
 HN0264
 HN0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG060210(NAD 83)
 HN0264
 HN0264                          SUPERSEDED SURVEY CONTROL
 HN0264
 HN0264  NGVD 29 (??/??/92) 1234.754  (m)         4051.02   (f) ADJ UNCH    1 2
 HN0264
 HN0264.Superseded values are not recommended for survey control.
 HN0264
 HN0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0264.See file dsdata.pdf to determine how the superseded data were derived.
 HN0264
 HN0264_MARKER: DB = BENCH MARK DISK
 HN0264_SETTING: 66 = SET IN ROCK OUTCROP
 HN0264_STAMPING: R 146 1962
 HN0264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0264+STABILITY: POSITION/ELEVATION WELL
 HN0264
 HN0264  HISTORY     - Date     Condition        Report By
 HN0264  HISTORY     - 1962     MONUMENTED       CGS
 HN0264
 HN0264                          STATION DESCRIPTION
 HN0264
 HN0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0264'4.25 MI SW FROM HOLE-IN-THE-ROCK.
 HN0264'4.25 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK. ABOUT
 HN0264'0.35 MILE SOUTH-SOUTHEAST OF A RANGE OF SANDSTONE HILLS, SET IN THE
 HN0264'TOP OF A SANDSTONE OUTCROP WHICH IS ABOUT 2 1/2 FEET ABOVE THE GROUND,
 HN0264'ABOUT 250 FEET SOUTHEAST OF A SANDY HOLLOW AND 14.3 FEET SOUTH OF A
 HN0264'METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0256 ***********************************************************************
 HN0256  DESIGNATION -  R 147
 HN0256  PID         -  HN0256
 HN0256  STATE/COUNTY-  UT/SAN JUAN
 HN0256  COUNTRY     -  US
 HN0256  USGS QUAD   -  NOKAI DOME (2017)
 HN0256
 HN0256                         *CURRENT SURVEY CONTROL
 HN0256  ______________________________________________________________________
 HN0256* NAD 83(1986) POSITION- 37 21 54.     (N) 110 33 25.     (W)   SCALED
 HN0256* NAVD 88 ORTHO HEIGHT -  1405.011 (meters)     4609.61  (feet) ADJUSTED
 HN0256  ______________________________________________________________________
 HN0256  GEOID HEIGHT    -        -22.190 (meters)                     GEOID18
 HN0256  DYNAMIC HEIGHT  -       1403.375 (meters)     4604.24  (feet) COMP
 HN0256  MODELED GRAVITY -    979,418.5   (mgal)                       NAVD 88
 HN0256
 HN0256  VERT ORDER      -  FIRST     CLASS II
 HN0256
 HN0256.The horizontal coordinates were scaled from a map and have
 HN0256.an estimated accuracy of +/- 6 seconds.
 HN0256
 HN0256.The orthometric height was determined by differential leveling and
 HN0256.adjusted by the NATIONAL GEODETIC SURVEY
 HN0256.in June 1991.
 HN0256
 HN0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0256.GEOID18 height accuracy estimate available here.
 HN0256
 HN0256.Click photographs - Photos may exist for this station.
 HN0256
 HN0256.The dynamic height is computed by dividing the NAVD 88
 HN0256.geopotential number by the normal gravity value computed on the
 HN0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0256.degrees latitude (g = 980.6199 gals.).
 HN0256
 HN0256.The modeled gravity was interpolated from observed gravity values.
 HN0256
 HN0256;                    North         East    Units  Estimated Accuracy
 HN0256;SPC UT S     - 3,077,920.      583,540.      MT  (+/- 180 meters Scaled)
 HN0256
 HN0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG392354(NAD 83)
 HN0256
 HN0256                          SUPERSEDED SURVEY CONTROL
 HN0256
 HN0256  NGVD 29 (??/??/92) 1403.963  (m)         4606.17   (f) ADJ UNCH    1 2
 HN0256
 HN0256.Superseded values are not recommended for survey control.
 HN0256
 HN0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0256.See file dsdata.pdf to determine how the superseded data were derived.
 HN0256
 HN0256_MARKER: DB = BENCH MARK DISK
 HN0256_SETTING: 66 = SET IN ROCK OUTCROP
 HN0256_STAMPING: R 147 1962
 HN0256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0256+STABILITY: POSITION/ELEVATION WELL
 HN0256
 HN0256  HISTORY     - Date     Condition        Report By
 HN0256  HISTORY     - 1962     MONUMENTED       CGS
 HN0256
 HN0256                          STATION DESCRIPTION
 HN0256
 HN0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0256'52.4 MI SW FROM FRY CANYON.
 HN0256'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0256'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0256'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0256'SOUTHWEST ALONG A GRADED DIRT ROAD TO A ROAD JUNCTION AND AN ABANDONED
 HN0256'ARMY HALF-TRACK.  THENCE 1.5 MILES WEST ALONG A TRAIL ROAD. 0.8 MILE
 HN0256'NORTHWEST OF A BEEHIVE SHAPED SANDSTONE HILL, 30 FEET NORTHEAST OF THE
 HN0256'CENTER LINE OF THE ROAD, SET IN THE TOP OF THE SOUTHEAST SIDE OF A
 HN0256'SANDSTONE OUTCROP, 30 FEET SOUTHEAST OF THE HIGHEST POINT OF THE
 HN0256'OUTCROP, 30 FEET NORTHWEST OF A METAL WITNESS POST, AND ABOUT LEVEL
 HN0256'WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0299 ***********************************************************************
 HN0299  DESIGNATION -  R 148
 HN0299  PID         -  HN0299
 HN0299  STATE/COUNTY-  UT/SAN JUAN
 HN0299  COUNTRY     -  US
 HN0299  USGS QUAD   -  HALLS CROSSING (2017)
 HN0299
 HN0299                         *CURRENT SURVEY CONTROL
 HN0299  ______________________________________________________________________
 HN0299* NAD 83(1986) POSITION- 37 27 10.     (N) 110 39 25.     (W)   SCALED
 HN0299* NAVD 88 ORTHO HEIGHT -  1192.899 (meters)     3913.70  (feet) ADJUSTED
 HN0299  ______________________________________________________________________
 HN0299  GEOID HEIGHT    -        -22.431 (meters)                     GEOID18
 HN0299  DYNAMIC HEIGHT  -       1191.576 (meters)     3909.36  (feet) COMP
 HN0299  MODELED GRAVITY -    979,481.1   (mgal)                       NAVD 88
 HN0299
 HN0299  VERT ORDER      -  FIRST     CLASS II
 HN0299
 HN0299.The horizontal coordinates were scaled from a map and have
 HN0299.an estimated accuracy of +/- 6 seconds.
 HN0299
 HN0299.The orthometric height was determined by differential leveling and
 HN0299.adjusted by the NATIONAL GEODETIC SURVEY
 HN0299.in June 1991.
 HN0299
 HN0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0299.GEOID18 height accuracy estimate available here.
 HN0299
 HN0299.Click photographs - Photos may exist for this station.
 HN0299
 HN0299.The dynamic height is computed by dividing the NAVD 88
 HN0299.geopotential number by the normal gravity value computed on the
 HN0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0299.degrees latitude (g = 980.6199 gals.).
 HN0299
 HN0299.The modeled gravity was interpolated from observed gravity values.
 HN0299
 HN0299;                    North         East    Units  Estimated Accuracy
 HN0299;SPC UT S     - 3,087,580.      574,590.      MT  (+/- 180 meters Scaled)
 HN0299
 HN0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG303451(NAD 83)
 HN0299
 HN0299                          SUPERSEDED SURVEY CONTROL
 HN0299
 HN0299  NGVD 29 (??/??/92) 1191.894  (m)         3910.41   (f) ADJ UNCH    1 2
 HN0299
 HN0299.Superseded values are not recommended for survey control.
 HN0299
 HN0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0299.See file dsdata.pdf to determine how the superseded data were derived.
 HN0299
 HN0299_MARKER: DB = BENCH MARK DISK
 HN0299_SETTING: 66 = SET IN ROCK OUTCROP
 HN0299_STAMPING: R 148 1962
 HN0299_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0299+STABILITY: POSITION/ELEVATION WELL
 HN0299
 HN0299  HISTORY     - Date     Condition        Report By
 HN0299  HISTORY     - 1962     MONUMENTED       CGS
 HN0299
 HN0299                          STATION DESCRIPTION
 HN0299
 HN0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0299'59.65 MI SW FROM FRY CANYON.
 HN0299'12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE AT FRY
 HN0299'CANYON.  THENCE 1.95 MILES SOUTHWEST ALONG A GRADED DIRT ROAD. THENCE
 HN0299'15.0 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH CLAY HILLS
 HN0299'DIVIDE.  THENCE 12.65 MILES NORTHWEST ALONG A BULLDOZED ROAD LEADING
 HN0299'TO HALLS CROSSING ON THE COLORADO RIVER, 20.15 MILES WEST OF GREEN
 HN0299'WATER SPRING, 166 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 54.0
 HN0299'FEET SOUTHEAST OF A METAL WITNESS POST, 16 FEET NORTHEAST OF THE HEAD
 HN0299'OF A SMALL WASH, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN
 HN0299'THE TOP OF A ROCK LEDGE ABOUT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0232 ***********************************************************************
 HN0232  DESIGNATION -  R 149
 HN0232  PID         -  HN0232
 HN0232  STATE/COUNTY-  UT/SAN JUAN
 HN0232  COUNTRY     -  US
 HN0232  USGS QUAD   -  ALCOVE CANYON (2017)
 HN0232
 HN0232                         *CURRENT SURVEY CONTROL
 HN0232  ______________________________________________________________________
 HN0232* NAD 83(1986) POSITION- 37 16 37.     (N) 110 42 22.     (W)   SCALED
 HN0232* NAVD 88 ORTHO HEIGHT -  1450.554 (meters)     4759.03  (feet) ADJUSTED
 HN0232  ______________________________________________________________________
 HN0232  GEOID HEIGHT    -        -22.475 (meters)                     GEOID18
 HN0232  DYNAMIC HEIGHT  -       1448.928 (meters)     4753.69  (feet) COMP
 HN0232  MODELED GRAVITY -    979,458.9   (mgal)                       NAVD 88
 HN0232
 HN0232  VERT ORDER      -  FIRST     CLASS II
 HN0232
 HN0232.The horizontal coordinates were scaled from a map and have
 HN0232.an estimated accuracy of +/- 6 seconds.
 HN0232
 HN0232.The orthometric height was determined by differential leveling and
 HN0232.adjusted by the NATIONAL GEODETIC SURVEY
 HN0232.in June 1991.
 HN0232
 HN0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0232.GEOID18 height accuracy estimate available here.
 HN0232
 HN0232.Click photographs - Photos may exist for this station.
 HN0232
 HN0232.The dynamic height is computed by dividing the NAVD 88
 HN0232.geopotential number by the normal gravity value computed on the
 HN0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0232.degrees latitude (g = 980.6199 gals.).
 HN0232
 HN0232.The modeled gravity was interpolated from observed gravity values.
 HN0232
 HN0232;                    North         East    Units  Estimated Accuracy
 HN0232;SPC UT S     - 3,068,030.      570,410.      MT  (+/- 180 meters Scaled)
 HN0232
 HN0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG260256(NAD 83)
 HN0232
 HN0232                          SUPERSEDED SURVEY CONTROL
 HN0232
 HN0232  NGVD 29 (??/??/92) 1449.584  (m)         4755.84   (f) ADJ UNCH    1 2
 HN0232
 HN0232.Superseded values are not recommended for survey control.
 HN0232
 HN0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0232.See file dsdata.pdf to determine how the superseded data were derived.
 HN0232
 HN0232_MARKER: DB = BENCH MARK DISK
 HN0232_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0232_STAMPING: R 149 1962
 HN0232_MARK LOGO: CGS
 HN0232_PROJECTION: PROJECTING 30 CENTIMETERS
 HN0232_MAGNETIC: P = MARKER IS A STEEL PIPE
 HN0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0232
 HN0232  HISTORY     - Date     Condition        Report By
 HN0232  HISTORY     - 1962     MONUMENTED       CGS
 HN0232
 HN0232                          STATION DESCRIPTION
 HN0232
 HN0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0232'68.75 MI SW FROM FRY CANYON.
 HN0232'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0232'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0232'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0232'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0232'TRAIL ROAD.  THENCE 14.15 MILES SOUTHWEST ALONG A TRAIL ROAD.  ABOUT
 HN0232'1.0 MILE NORTH OF GREAT BEND IN THE SAN JUAN RIVER, 153 FEET NORTH OF
 HN0232'THE SOUTH EDGE OF WILSON MESA, AT A POINT WHICH OVERLOOKS GREAT BEND
 HN0232'IN THE SAN JUAN RIVER, 34 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HN0232'ROAD, 2.8 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE
 HN0232'THE LEVEL OF THE ROAD, AND ON THE TOP OF A 3-INCH IRON PIPE PROJECTING
 HN0232'1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0280 ***********************************************************************
 JM0280  DESIGNATION -  R 15
 JM0280  PID         -  JM0280
 JM0280  STATE/COUNTY-  UT/GRAND
 JM0280  COUNTRY     -  US
 JM0280  USGS QUAD   -  THOMPSON SPRINGS (2017)
 JM0280
 JM0280                         *CURRENT SURVEY CONTROL
 JM0280  ______________________________________________________________________
 JM0280* NAD 83(1986) POSITION- 38 57 48.     (N) 109 40 43.     (W)   SCALED
 JM0280* NAVD 88 ORTHO HEIGHT -  1541.847 (meters)     5058.54  (feet) POSTED
 JM0280  ______________________________________________________________________
 JM0280  GEOID HEIGHT    -        -19.870 (meters)                     GEOID18
 JM0280  DYNAMIC HEIGHT  -       1540.27  (meters)     5053.4   (feet) COMP
 JM0280  MODELED GRAVITY -    979,551.1   (mgal)                       NAVD 88
 JM0280
 JM0280  VERT ORDER      -  * POSTED, SEE BELOW
 JM0280
 JM0280.The horizontal coordinates were scaled from a map and have
 JM0280.an estimated accuracy of +/- 6 seconds.
 JM0280
 JM0280.The orthometric height was determined by differential leveling
 JM0280.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JM0280
 JM0280.* This is a POSTED BENCH MARK height.
 JM0280
 JM0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0280.GEOID18 height accuracy estimate available here.
 JM0280
 JM0280.Click photographs - Photos may exist for this station.
 JM0280
 JM0280.The dynamic height is computed by dividing the NAVD 88
 JM0280.geopotential number by the normal gravity value computed on the
 JM0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0280.degrees latitude (g = 980.6199 gals.).
 JM0280
 JM0280.The modeled gravity was interpolated from observed gravity values.
 JM0280
 JM0280;                    North         East    Units  Estimated Accuracy
 JM0280;SPC UT C     - 2,071,550.      657,850.      MT  (+/- 180 meters Scaled)
 JM0280
 JM0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ144135(NAD 83)
 JM0280
 JM0280                          SUPERSEDED SURVEY CONTROL
 JM0280
 JM0280  NGVD 29 (??/??/92) 1540.770  (m)         5055.01   (f) ADJ UNCH    1 2
 JM0280
 JM0280.Superseded values are not recommended for survey control.
 JM0280
 JM0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0280.See file dsdata.pdf to determine how the superseded data were derived.
 JM0280
 JM0280_MARKER: DB = BENCH MARK DISK
 JM0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0280_STAMPING: 5055.010 R 15 1927
 JM0280_MARK LOGO: CGS
 JM0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0280+STABILITY: SURFACE MOTION
 JM0280
 JM0280  HISTORY     - Date     Condition        Report By
 JM0280  HISTORY     - 1927     MONUMENTED       CGS
 JM0280  HISTORY     - 1954     GOOD             CGS
 JM0280
 JM0280                          STATION DESCRIPTION
 JM0280
 JM0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JM0280'2.5 MI NE FROM THOMPSON.
 JM0280'ABOUT 2-1/2 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JM0280'RAILROAD FROM THOMPSON, GRAND COUNTY, 0.3 MILE NORTHEAST OF A
 JM0280'TELEPHONE BOOTH AT VISTA SIDING, NEAR AN ABANDONED ROAD CROSSING, 88
 JM0280'FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 40 FEET EAST OF THE
 JM0280'ROAD.  A STANDARD DISK, STAMPED 5055.010 R 15 1927 AND SET IN THE TOP
 JM0280'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0145 ***********************************************************************
 HN0145  DESIGNATION -  R 150
 HN0145  PID         -  HN0145
 HN0145  STATE/COUNTY-  UT/SAN JUAN
 HN0145  COUNTRY     -  US
 HN0145  USGS QUAD   -  MONITOR BUTTE (2017)
 HN0145
 HN0145                         *CURRENT SURVEY CONTROL
 HN0145  ______________________________________________________________________
 HN0145* NAD 83(1986) POSITION- 37 14 08.     (N) 110 23 15.     (W)   SCALED
 HN0145* NAVD 88 ORTHO HEIGHT -  1215.767 (meters)     3988.73  (feet) ADJUSTED
 HN0145  ______________________________________________________________________
 HN0145  GEOID HEIGHT    -        -21.731 (meters)                     GEOID18
 HN0145  DYNAMIC HEIGHT  -       1214.463 (meters)     3984.45  (feet) COMP
 HN0145  MODELED GRAVITY -    979,516.1   (mgal)                       NAVD 88
 HN0145
 HN0145  VERT ORDER      -  FIRST     CLASS II
 HN0145
 HN0145.The horizontal coordinates were scaled from a map and have
 HN0145.an estimated accuracy of +/- 6 seconds.
 HN0145
 HN0145.The orthometric height was determined by differential leveling and
 HN0145.adjusted by the NATIONAL GEODETIC SURVEY
 HN0145.in June 1991.
 HN0145
 HN0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0145.GEOID18 height accuracy estimate available here.
 HN0145
 HN0145.Click photographs - Photos may exist for this station.
 HN0145
 HN0145.The dynamic height is computed by dividing the NAVD 88
 HN0145.geopotential number by the normal gravity value computed on the
 HN0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0145.degrees latitude (g = 980.6199 gals.).
 HN0145
 HN0145.The modeled gravity was interpolated from observed gravity values.
 HN0145
 HN0145;                    North         East    Units  Estimated Accuracy
 HN0145;SPC UT S     - 3,063,720.      598,720.      MT  (+/- 180 meters Scaled)
 HN0145
 HN0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG543211(NAD 83)
 HN0145
 HN0145                          SUPERSEDED SURVEY CONTROL
 HN0145
 HN0145  NGVD 29 (??/??/92) 1214.903  (m)         3985.89   (f) ADJ UNCH    1 2
 HN0145
 HN0145.Superseded values are not recommended for survey control.
 HN0145
 HN0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0145.See file dsdata.pdf to determine how the superseded data were derived.
 HN0145
 HN0145_MARKER: DB = BENCH MARK DISK
 HN0145_SETTING: 66 = SET IN ROCK OUTCROP
 HN0145_STAMPING: R 150 1962
 HN0145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0145+STABILITY: POSITION/ELEVATION WELL
 HN0145
 HN0145  HISTORY     - Date     Condition        Report By
 HN0145  HISTORY     - 1962     MONUMENTED       CGS
 HN0145  HISTORY     - 1982     GOOD             USGS
 HN0145  HISTORY     - 1982     GOOD             USGS
 HN0145
 HN0145                          STATION DESCRIPTION
 HN0145
 HN0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0145'19.8 MI NW FROM OLJATO.
 HN0145'ABOUT 17.15 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0145'FROM THE TRADING POST AT OLJATO.  THENCE 2.65 MILES NORTHEAST ACROSS
 HN0145'COUNTRY BY FOOT ONLY, MIDWAY BETWEEN TWO WASHES, 22.5 FEET WEST OF A
 HN0145'METAL WITNESS POST, AND SET IN THE TOP OF BEDROCK.
 HN0145
 HN0145                          STATION RECOVERY (1982)
 HN0145
 HN0145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0145'OLJETO, 19.8 MILE NW. OF FROM THE TRADING POST AT OLJETO, N. 2.3
 HN0145'MILES ALONG PAVED ROAD. TO A BLADED ROAD LEADING TO COPPER CANYON,
 HN0145'WNW ALONG BLADED ROAD FOR 8.6 MILE TO A Y-RD. N LEADING TO PIUTE
 HN0145'FARMS, N ALONG ROAD. FOR 8.15 MILES THENCE, 1.865 MILE NE. ON MAG.
 HN0145'HEADING OF 51 DEGREE BY FOOT ONLY. APPROX. 1250 FT NNE. OF THE NE
 HN0145'BANK OF ROCK HOUSE GULCH, 225 FT W. OF A METAL WITNESS POST, IN THE
 HN0145'SE. CORNER OF THE NW QUARTER OF SEC. 8, T. 41 S., R 14 E. A STANDARD
 HN0145'DISK SET IN THE TOP OF BEDROCK.
 HN0145
 HN0145                          STATION RECOVERY (1982)
 HN0145
 HN0145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0145'OLJETO, 19.8 MILE NW. OF FROM THE TRADING POST AT OLJETO, N. 2.3
 HN0145'MILES ALONG PAVED ROAD. TO A BLADED ROAD LEADING TO COPPER CANYON,
 HN0145'WNW ALONG BLADED ROAD FOR 8.6 MILE TO A Y-RD. N LEADING TO PIUTE
 HN0145'FARMS, N ALONG ROAD. FOR 8.15 MILES THENCE, 1.865 MILE NE. ON MAG.
 HN0145'HEADING OF 51 DEGREE BY FOOT ONLY. APPROX. 1250 FT NNE. OF THE NE
 HN0145'BANK OF ROCK HOUSE GULCH, 225 FT W. OF A METAL WITNESS POST, IN THE
 HN0145'SE. CORNER OF THE NW QUARTER OF SEC. 8, T. 41 S., R 14 E. A STANDARD
 HN0145'DISK SET IN THE TOP OF BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0428 ***********************************************************************
 HN0428  DESIGNATION -  R 151
 HN0428  PID         -  HN0428
 HN0428  STATE/COUNTY-  UT/KANE
 HN0428  COUNTRY     -  US
 HN0428  USGS QUAD   -  SIT DOWN BENCH (2017)
 HN0428
 HN0428                         *CURRENT SURVEY CONTROL
 HN0428  ______________________________________________________________________
 HN0428* NAD 83(2011) POSITION- 37 08 10.17070(N) 111 18 55.12235(W)   ADJUSTED
 HN0428* NAD 83(2011) ELLIP HT-  1296.539 (meters)        (06/27/12)   ADJUSTED
 HN0428* NAD 83(2011) EPOCH   -  2010.00
 HN0428* NAVD 88 ORTHO HEIGHT -  1319.718 (meters)     4329.77  (feet) ADJUSTED
 HN0428  ______________________________________________________________________
 HN0428  GEOID HEIGHT    -        -23.177 (meters)                     GEOID18
 HN0428  NAD 83(2011) X  - -1,850,913.421 (meters)                     COMP
 HN0428  NAD 83(2011) Y  - -4,743,601.356 (meters)                     COMP
 HN0428  NAD 83(2011) Z  -  3,830,233.041 (meters)                     COMP
 HN0428  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 HN0428  DYNAMIC HEIGHT  -       1318.145 (meters)     4324.61  (feet) COMP
 HN0428  MODELED GRAVITY -    979,394.6   (mgal)                       NAVD 88
 HN0428
 HN0428  VERT ORDER      -  FIRST     CLASS II
 HN0428
 HN0428  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HN0428  Standards:
 HN0428         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HN0428            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HN0428  -------------------------------------------------------------------
 HN0428  NETWORK    0.55   1.53           0.25   0.19   0.78      0.05256296
 HN0428  -------------------------------------------------------------------
 HN0428  Click here for local accuracies and other accuracy information.
 HN0428
 HN0428.The horizontal coordinates were established by GPS observations
 HN0428.and adjusted by the National Geodetic Survey in June 2012.
 HN0428
 HN0428.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HN0428.been affixed to the stable North American tectonic plate. See 
 HN0428.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HN0428
 HN0428.The horizontal coordinates are valid at the epoch date displayed above
 HN0428.which is a decimal equivalence of Year/Month/Day.
 HN0428
 HN0428.The orthometric height was determined by differential leveling and
 HN0428.adjusted by the NATIONAL GEODETIC SURVEY
 HN0428.in June 1991.
 HN0428
 HN0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0428.GEOID18 height accuracy estimate available here.
 HN0428
 HN0428.Click photographs - Photos may exist for this station.
 HN0428
 HN0428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HN0428
 HN0428.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0428
 HN0428.The ellipsoidal height was determined by GPS observations
 HN0428.and is referenced to NAD 83.
 HN0428
 HN0428.The dynamic height is computed by dividing the NAVD 88
 HN0428.geopotential number by the normal gravity value computed on the
 HN0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0428.degrees latitude (g = 980.6199 gals.).
 HN0428
 HN0428.The modeled gravity was interpolated from observed gravity values.
 HN0428
 HN0428. The following values were computed from the NAD 83(2011) position.
 HN0428
 HN0428;                    North         East     Units Scale Factor Converg.
 HN0428;SPC UT S     - 3,052,122.176   516,410.281   MT  1.00001478   +0 06 47.4
 HN0428;SPC UT S     -10,013,504.17  1,694,256.06   sFT  1.00001478   +0 06 47.4
 HN0428;UTM  12      - 4,110,023.574   471,994.865   MT  0.99960966   -0 11 25.3
 HN0428
 HN0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0428!SPC UT S     -   0.99979658  x   1.00001478  =   0.99981135
 HN0428!UTM  12      -   0.99979658  x   0.99960966  =   0.99940632
 HN0428
 HN0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG7199410023(NAD 83)
 HN0428
 HN0428                          SUPERSEDED SURVEY CONTROL
 HN0428
 HN0428  NAD 83(2007)-  37 08 10.17011(N)    111 18 55.12265(W) AD(2002.00) 0
 HN0428  ELLIP H (02/10/07) 1296.563  (m)                       GP(2002.00)    
 HN0428  NAD 83(1994)-  37 08 10.16981(N)    111 18 55.12234(W) AD(       ) B
 HN0428  ELLIP H (05/31/05) 1296.566  (m)                       GP(       ) 3 2
 HN0428  NGVD 29 (??/??/92) 1318.721  (m)         4326.50   (f) ADJ UNCH    1 2
 HN0428
 HN0428.Superseded values are not recommended for survey control.
 HN0428
 HN0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0428.See file dsdata.pdf to determine how the superseded data were derived.
 HN0428
 HN0428_MARKER: DB = BENCH MARK DISK
 HN0428_SETTING: 66 = SET IN ROCK OUTCROP
 HN0428_STAMPING: R 151 1962
 HN0428_MARK LOGO: CGS
 HN0428_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HN0428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0428+STABILITY: POSITION/ELEVATION WELL
 HN0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0428+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 HN0428
 HN0428  HISTORY     - Date     Condition        Report By
 HN0428  HISTORY     - 1962     MONUMENTED       CGS
 HN0428  HISTORY     - 20041115 GOOD             NGS
 HN0428
 HN0428                          STATION DESCRIPTION
 HN0428
 HN0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0428'27.05 MI E FROM GLEN CANYON CITY.
 HN0428'ABOUT 17.75 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0428'SERVICE STATION AT GLEN CANYON CITY.  THENCE 8.8 MILES EAST ALONG A
 HN0428'DIM BULLDOZED TRAIL ROAD TO A SMALL POND THAT IS SURROUNDED WITH
 HN0428'TAMARISK BUSHES.  THENCE 0.5 MILE EAST ACROSS COUNTRY, ABOUT 0.15 MILE
 HN0428'SOUTHEAST OF THE CENTER OF A WASH, ABOUT 300 FEET NORTH OF THE CREST
 HN0428'OF A POINTED HILL, 22.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 HN0428'FLUSH WITH THE GROUND, AND SET IN THE TOP OF THE NORTH SIDE OF A ROCK
 HN0428'OUTCROP.
 HN0428
 HN0428                          STATION RECOVERY (2004)
 HN0428
 HN0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DHM)
 HN0428'FROM THE ARIZONA/UTAH BORDER ON US HIGHWAY 89 PROCEED NORTH WESTERLY
 HN0428'7.2 MILES TO THE TOWN OF BIG WATER, UT AND ETHAN ALLEN ROAD.  TURN
 HN0428'RIGHT (NORTH) ONTO ETHAN ALLEN AND PROCEED 0.3 MILE TO A BLM SCENIC
 HN0428'BACKWAY (ROAD 300).  TURN RIGHT (EAST) ONTO ROAD 300 AND PROCEED 8.8
 HN0428'TO A FORK WITH CROSBY CANYON ROAD, CONTINUE STRAIGHT AHEAD FOR 3.6
 HN0428'MILES TO A FORK WITH ROADS 300 AND 330.  CONTINUE ON ROAD 300 ANOTHER
 HN0428'1.0 MILE TO ANOTHER FORK WITH ROAD 300 AND AN UNMARKED ROAD TO THE
 HN0428'RIGHT (MAPS OF AREA REPORT ROAD TO BE CROTON ROAD), TAKE THE RIGHT
 HN0428'FORK (EAST).  PROCEED 4.15 MILE TO A JUNCTION WITH A ROAD TO ALSTROM
 HN0428'POINT, PROCEED STRAIGHT AHEAD.  PROCEED 6.45 MILE TO R 151 ON THE
 HN0428'RIGHT AND PARK THE VEHICLE JUST NORTH OF THE STOCK TANK / POND.
 HN0428'PACK 10 TO 15 MINUTES (APPROXIMATELY 510 M OR 1673 FT) ON MAGNETIC
 HN0428'BEARING 100.5 TO THE STATION.  THE WITNESS SIGN / POST CAN BE SEEN
 HN0428'FROM THE PARKING SPOT WITH BINOCULARS, THE WITNESS POST IS LEANING
 HN0428'OVER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0378 ***********************************************************************
 HN0378  DESIGNATION -  R 152
 HN0378  PID         -  HN0378
 HN0378  STATE/COUNTY-  UT/KANE
 HN0378  COUNTRY     -  US
 HN0378  USGS QUAD   -  NAVAJO POINT (2017)
 HN0378
 HN0378                         *CURRENT SURVEY CONTROL
 HN0378  ______________________________________________________________________
 HN0378* NAD 83(1986) POSITION- 37 08 47.     (N) 111 00 25.     (W)   SCALED
 HN0378* NAVD 88 ORTHO HEIGHT -  1287.579 (meters)     4224.33  (feet) ADJUSTED
 HN0378  ______________________________________________________________________
 HN0378  GEOID HEIGHT    -        -22.866 (meters)                     GEOID18
 HN0378  DYNAMIC HEIGHT  -       1285.982 (meters)     4219.09  (feet) COMP
 HN0378  MODELED GRAVITY -    979,349.5   (mgal)                       NAVD 88
 HN0378
 HN0378  VERT ORDER      -  FIRST     CLASS II
 HN0378
 HN0378.The horizontal coordinates were scaled from a map and have
 HN0378.an estimated accuracy of +/- 6 seconds.
 HN0378
 HN0378.The orthometric height was determined by differential leveling and
 HN0378.adjusted by the NATIONAL GEODETIC SURVEY
 HN0378.in June 1991.
 HN0378
 HN0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0378.GEOID18 height accuracy estimate available here.
 HN0378
 HN0378.Click photographs - Photos may exist for this station.
 HN0378
 HN0378.The dynamic height is computed by dividing the NAVD 88
 HN0378.geopotential number by the normal gravity value computed on the
 HN0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0378.degrees latitude (g = 980.6199 gals.).
 HN0378
 HN0378.The modeled gravity was interpolated from observed gravity values.
 HN0378
 HN0378;                    North         East    Units  Estimated Accuracy
 HN0378;SPC UT S     - 3,053,360.      543,800.      MT  (+/- 180 meters Scaled)
 HN0378
 HN0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG993111(NAD 83)
 HN0378
 HN0378                          SUPERSEDED SURVEY CONTROL
 HN0378
 HN0378  NGVD 29 (??/??/92) 1286.470  (m)         4220.69   (f) ADJ UNCH    1 2
 HN0378
 HN0378.Superseded values are not recommended for survey control.
 HN0378
 HN0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0378.See file dsdata.pdf to determine how the superseded data were derived.
 HN0378
 HN0378_MARKER: DB = BENCH MARK DISK
 HN0378_SETTING: 66 = SET IN ROCK OUTCROP
 HN0378_STAMPING: R 152 1962
 HN0378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0378+STABILITY: POSITION/ELEVATION WELL
 HN0378
 HN0378  HISTORY     - Date     Condition        Report By
 HN0378  HISTORY     - 1962     MONUMENTED       CGS
 HN0378
 HN0378                          STATION DESCRIPTION
 HN0378
 HN0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0378'18.7 MI SW FROM HOLE IN THE ROCK.
 HN0378'ABOUT 18.7 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK.
 HN0378'SET IN THE TOP OF A ROCK OUTCROP WHICH IS ON THE SOUTHWEST SIDE OF A
 HN0378'CANYON, 60.2 FEET NORTHEAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0455 ***********************************************************************
 HN0455  DESIGNATION -  R 153
 HN0455  PID         -  HN0455
 HN0455  STATE/COUNTY-  UT/KANE
 HN0455  COUNTRY     -  US
 HN0455  USGS QUAD   -  NAVAJO POINT (2017)
 HN0455
 HN0455                         *CURRENT SURVEY CONTROL
 HN0455  ______________________________________________________________________
 HN0455* NAD 83(1986) POSITION- 37 09 40.     (N) 111 01 52.     (W)   SCALED
 HN0455* NAVD 88 ORTHO HEIGHT -  1925.095 (meters)     6315.92  (feet) ADJUSTED
 HN0455  ______________________________________________________________________
 HN0455  GEOID HEIGHT    -        -22.796 (meters)                     GEOID18
 HN0455  DYNAMIC HEIGHT  -       1922.728 (meters)     6308.15  (feet) COMP
 HN0455  MODELED GRAVITY -    979,332.7   (mgal)                       NAVD 88
 HN0455
 HN0455  VERT ORDER      -  FIRST     CLASS II
 HN0455
 HN0455.The horizontal coordinates were scaled from a map and have
 HN0455.an estimated accuracy of +/- 6 seconds.
 HN0455
 HN0455.The orthometric height was determined by differential leveling and
 HN0455.adjusted by the NATIONAL GEODETIC SURVEY
 HN0455.in June 1991.
 HN0455
 HN0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0455.GEOID18 height accuracy estimate available here.
 HN0455
 HN0455.Click photographs - Photos may exist for this station.
 HN0455
 HN0455.The dynamic height is computed by dividing the NAVD 88
 HN0455.geopotential number by the normal gravity value computed on the
 HN0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0455.degrees latitude (g = 980.6199 gals.).
 HN0455
 HN0455.The modeled gravity was interpolated from observed gravity values.
 HN0455
 HN0455;                    North         East    Units  Estimated Accuracy
 HN0455;SPC UT S     - 3,054,980.      541,650.      MT  (+/- 180 meters Scaled)
 HN0455
 HN0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG972127(NAD 83)
 HN0455
 HN0455                          SUPERSEDED SURVEY CONTROL
 HN0455
 HN0455  NGVD 29 (??/??/92) 1924.078  (m)         6312.58   (f) ADJ UNCH    1 2
 HN0455
 HN0455.Superseded values are not recommended for survey control.
 HN0455
 HN0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0455.See file dsdata.pdf to determine how the superseded data were derived.
 HN0455
 HN0455_MARKER: DB = BENCH MARK DISK
 HN0455_SETTING: 66 = SET IN ROCK OUTCROP
 HN0455_STAMPING: R 153 1962
 HN0455_MARK LOGO: CGS
 HN0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0455+STABILITY: POSITION/ELEVATION WELL
 HN0455
 HN0455  HISTORY     - Date     Condition        Report By
 HN0455  HISTORY     - 1962     MONUMENTED       CGS
 HN0455
 HN0455                          STATION DESCRIPTION
 HN0455
 HN0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0455'19.55 MI SW FROM HOLE IN THE ROCK.
 HN0455'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0455'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0455'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0455'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0455'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0455'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0455'PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0455'HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0455'CLIFFS.  THENCE 2.4 MILES SOUTH-SOUTHEAST ALONG A COW PATH.  THENCE
 HN0455'3.1 MILES SOUTH ACROSS ROCKY COUNTRY TOWARDS NAVAJO POINT.  THENCE 2.3
 HN0455'MILES NORTHWEST ALONG A COW PATH AND AROUND NAVAJO POINT,
 HN0455'WEST-NORTHWEST OF NAVAJO POINT, 15 FEET NORTH OF THE COW PATH, 3.0
 HN0455'FEET NORTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROCK
 HN0455'OUTCROP WHICH PROJECTS ABOUT 24-INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0326 ***********************************************************************
 MS0326  DESIGNATION -  R 154
 MS0326  PID         -  MS0326
 MS0326  STATE/COUNTY-  UT/BOX ELDER
 MS0326  COUNTRY     -  US
 MS0326  USGS QUAD   -  GROOME (2017)
 MS0326
 MS0326                         *CURRENT SURVEY CONTROL
 MS0326  ______________________________________________________________________
 MS0326* NAD 83(1986) POSITION- 41 16 54.     (N) 113 18 58.     (W)   SCALED
 MS0326* NAVD 88 ORTHO HEIGHT -  1286.601 (meters)     4221.12  (feet) ADJUSTED
 MS0326  ______________________________________________________________________
 MS0326  GEOID HEIGHT    -        -16.863 (meters)                     GEOID18
 MS0326  DYNAMIC HEIGHT  -       1285.705 (meters)     4218.18  (feet) COMP
 MS0326  MODELED GRAVITY -    979,882.2   (mgal)                       NAVD 88
 MS0326
 MS0326  VERT ORDER      -  SECOND    CLASS 0
 MS0326
 MS0326.The horizontal coordinates were scaled from a map and have
 MS0326.an estimated accuracy of +/- 6 seconds.
 MS0326
 MS0326.The orthometric height was determined by differential leveling and
 MS0326.adjusted by the NATIONAL GEODETIC SURVEY
 MS0326.in June 1991.
 MS0326
 MS0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0326.GEOID18 height accuracy estimate available here.
 MS0326
 MS0326.Click photographs - Photos may exist for this station.
 MS0326
 MS0326.The dynamic height is computed by dividing the NAVD 88
 MS0326.geopotential number by the normal gravity value computed on the
 MS0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0326.degrees latitude (g = 980.6199 gals.).
 MS0326
 MS0326.The modeled gravity was interpolated from observed gravity values.
 MS0326
 MS0326;                    North         East    Units  Estimated Accuracy
 MS0326;SPC UT N     - 1,106,900.      347,870.      MT  (+/- 180 meters Scaled)
 MS0326
 MS0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL060726(NAD 83)
 MS0326
 MS0326                          SUPERSEDED SURVEY CONTROL
 MS0326
 MS0326  NGVD 29 (??/??/92) 1285.612  (m)         4217.88   (f) ADJ UNCH    2 0
 MS0326
 MS0326.Superseded values are not recommended for survey control.
 MS0326
 MS0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0326.See file dsdata.pdf to determine how the superseded data were derived.
 MS0326
 MS0326_MARKER: DB = BENCH MARK DISK
 MS0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0326_STAMPING: R 154 1966
 MS0326_MARK LOGO: CGS
 MS0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0326+STABILITY: SURFACE MOTION
 MS0326
 MS0326  HISTORY     - Date     Condition        Report By
 MS0326  HISTORY     - 1966     MONUMENTED       CGS
 MS0326
 MS0326                          STATION DESCRIPTION
 MS0326
 MS0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0326'10.2 MI W FROM HOGUP.
 MS0326'10.2 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STOCK
 MS0326'PENS AT HOGUP, 1 1/2 FEET EAST OF THE EIGHTH POLE WEST OF MILE POST
 MS0326'711, 58.8 FEET NORTH AND ACROSS TWO TRACKS FROM THE NORTH RAIL OF THE
 MS0326'MAIN TRACK, 29.7 FEET NORTH OF THE NORTH RAIL OF THE NORTH SIDE TRACK,
 MS0326'61 FEET WEST OF THE WEST SIDE OF A LOADING DOCK, 2.0 FEET WEST OF THE
 MS0326'WEST SIDE OF A WITNESS POST, 2 1/2 FEET LOWER THAN THE TRACK AND IN
 MS0326'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0412 ***********************************************************************
 MS0412  DESIGNATION -  R 155
 MS0412  PID         -  MS0412
 MS0412  STATE/COUNTY-  UT/BOX ELDER
 MS0412  COUNTRY     -  US
 MS0412  USGS QUAD   -  PIGEON MOUNTAIN (2017)
 MS0412
 MS0412                         *CURRENT SURVEY CONTROL
 MS0412  ______________________________________________________________________
 MS0412* NAD 83(1986) POSITION- 41 19 43.     (N) 113 45 46.     (W)   SCALED
 MS0412* NAVD 88 ORTHO HEIGHT -  1316.745 (meters)     4320.02  (feet) ADJUSTED
 MS0412  ______________________________________________________________________
 MS0412  GEOID HEIGHT    -        -16.884 (meters)                     GEOID18
 MS0412  DYNAMIC HEIGHT  -       1315.826 (meters)     4317.01  (feet) COMP
 MS0412  MODELED GRAVITY -    979,880.0   (mgal)                       NAVD 88
 MS0412
 MS0412  VERT ORDER      -  SECOND    CLASS 0
 MS0412
 MS0412.The horizontal coordinates were scaled from a map and have
 MS0412.an estimated accuracy of +/- 6 seconds.
 MS0412
 MS0412.The orthometric height was determined by differential leveling and
 MS0412.adjusted by the NATIONAL GEODETIC SURVEY
 MS0412.in June 1991.
 MS0412
 MS0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0412.GEOID18 height accuracy estimate available here.
 MS0412
 MS0412.Click photographs - Photos may exist for this station.
 MS0412
 MS0412.The dynamic height is computed by dividing the NAVD 88
 MS0412.geopotential number by the normal gravity value computed on the
 MS0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0412.degrees latitude (g = 980.6199 gals.).
 MS0412
 MS0412.The modeled gravity was interpolated from observed gravity values.
 MS0412
 MS0412;                    North         East    Units  Estimated Accuracy
 MS0412;SPC UT N     - 1,112,990.      310,600.      MT  (+/- 180 meters Scaled)
 MS0412
 MS0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL687789(NAD 83)
 MS0412
 MS0412                          SUPERSEDED SURVEY CONTROL
 MS0412
 MS0412  NGVD 29 (??/??/92) 1315.76   (m)         4316.8    (f) COMPUTED    2 0
 MS0412
 MS0412.Superseded values are not recommended for survey control.
 MS0412
 MS0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0412.See file dsdata.pdf to determine how the superseded data were derived.
 MS0412
 MS0412_MARKER: DB = BENCH MARK DISK
 MS0412_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0412_SP_SET: ABUTMENT
 MS0412_STAMPING: R 155 1966
 MS0412_MARK LOGO: CGS
 MS0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0412
 MS0412  HISTORY     - Date     Condition        Report By
 MS0412  HISTORY     - 1966     MONUMENTED       CGS
 MS0412
 MS0412                          STATION DESCRIPTION
 MS0412
 MS0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0412'7.9 MI E FROM LUCIN.
 MS0412'7.9 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE CROSSING
 MS0412'OF STATE HIGHWAY 70 AT LUCIN, IN THE TOP AND 1.5 FEET NORTH OF THE
 MS0412'SOUTH END OF THE EAST ABUTMENT OF BRIDGE 687.30, 7.3 FEET SOUTH OF THE
 MS0412'SOUTH RAIL AND ABOUT 1 FOOT LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0316 ***********************************************************************
 LO0316  DESIGNATION -  R 159
 LO0316  PID         -  LO0316
 LO0316  STATE/COUNTY-  UT/WASATCH
 LO0316  COUNTRY     -  US
 LO0316  USGS QUAD   -  SOAPSTONE BASIN (2017)
 LO0316
 LO0316                         *CURRENT SURVEY CONTROL
 LO0316  ______________________________________________________________________
 LO0316* NAD 83(1986) POSITION- 40 32 18.     (N) 111 02 22.     (W)   SCALED
 LO0316* NAVD 88 ORTHO HEIGHT -  2714.142 (meters)     8904.65  (feet) ADJUSTED
 LO0316  ______________________________________________________________________
 LO0316  GEOID HEIGHT    -        -13.979 (meters)                     GEOID18
 LO0316  DYNAMIC HEIGHT  -       2711.290 (meters)     8895.29  (feet) COMP
 LO0316  MODELED GRAVITY -    979,474.5   (mgal)                       NAVD 88
 LO0316
 LO0316  VERT ORDER      -  SECOND    CLASS 0
 LO0316
 LO0316.The horizontal coordinates were scaled from a map and have
 LO0316.an estimated accuracy of +/- 6 seconds.
 LO0316
 LO0316.The orthometric height was determined by differential leveling and
 LO0316.adjusted by the NATIONAL GEODETIC SURVEY
 LO0316.in June 1991.
 LO0316
 LO0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0316.GEOID18 height accuracy estimate available here.
 LO0316
 LO0316.Click photographs - Photos may exist for this station.
 LO0316
 LO0316.The dynamic height is computed by dividing the NAVD 88
 LO0316.geopotential number by the normal gravity value computed on the
 LO0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0316.degrees latitude (g = 980.6199 gals.).
 LO0316
 LO0316.The modeled gravity was interpolated from observed gravity values.
 LO0316
 LO0316;                    North         East    Units  Estimated Accuracy
 LO0316;SPC UT C     - 2,244,900.      539,020.      MT  (+/- 180 meters Scaled)
 LO0316
 LO0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK966875(NAD 83)
 LO0316
 LO0316                          SUPERSEDED SURVEY CONTROL
 LO0316
 LO0316  NGVD 29 (??/??/92) 2712.699  (m)         8899.91   (f) ADJ UNCH    2 0
 LO0316
 LO0316.Superseded values are not recommended for survey control.
 LO0316
 LO0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0316.See file dsdata.pdf to determine how the superseded data were derived.
 LO0316
 LO0316_MARKER: DB = BENCH MARK DISK
 LO0316_SETTING: 80 = SET IN A BOULDER
 LO0316_STAMPING: R 159 1962
 LO0316_MARK LOGO: CGS
 LO0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0316+STABILITY: SURFACE MOTION
 LO0316
 LO0316  HISTORY     - Date     Condition        Report By
 LO0316  HISTORY     - 1962     MONUMENTED       CGS
 LO0316
 LO0316                          STATION DESCRIPTION
 LO0316
 LO0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0316'20.3 MI SE FROM KAMAS.
 LO0316'14.95 MILES EAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0316'HIGHWAY 189 ALTERNATE AT KAMAS, THENCE 5.35 MILES SOUTH ALONG A DIRT
 LO0316'ROAD, AT THE JUNCTION OF A TRACK ROAD SOUTH-SOUTHWEST, IN THE TOP OF A
 LO0316'2- BY 3 1/2-FOOT BOULDER, 46 FEET SOUTH-SOUTHWEST OF THE CENTER LINE
 LO0316'OF THE ROAD, 90 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE TRACK
 LO0316'ROAD, 12 FEET SOUTH-SOUTHWEST OF A WITNESS POST, ABOUT 6 FEET HIGHER
 LO0316'THAN THE ROAD, AND 1.4 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0035 ***********************************************************************
 KN0035  DESIGNATION -  R 16
 KN0035  PID         -  KN0035
 KN0035  STATE/COUNTY-  UT/EMERY
 KN0035  COUNTRY     -  US
 KN0035  USGS QUAD   -  CEDAR (2017)
 KN0035
 KN0035                         *CURRENT SURVEY CONTROL
 KN0035  ______________________________________________________________________
 KN0035* NAD 83(1986) POSITION- 39 24 49.     (N) 110 29 06.     (W)   SCALED
 KN0035* NAVD 88 ORTHO HEIGHT -  1556.938 (meters)     5108.05  (feet) ADJUSTED
 KN0035  ______________________________________________________________________
 KN0035  GEOID HEIGHT    -        -18.091 (meters)                     GEOID18
 KN0035  DYNAMIC HEIGHT  -       1555.418 (meters)     5103.07  (feet) COMP
 KN0035  MODELED GRAVITY -    979,596.5   (mgal)                       NAVD 88
 KN0035
 KN0035  VERT ORDER      -  FIRST     CLASS II
 KN0035
 KN0035.The horizontal coordinates were scaled from a map and have
 KN0035.an estimated accuracy of +/- 6 seconds.
 KN0035
 KN0035.The orthometric height was determined by differential leveling and
 KN0035.adjusted by the NATIONAL GEODETIC SURVEY
 KN0035.in June 1991.
 KN0035
 KN0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0035.GEOID18 height accuracy estimate available here.
 KN0035
 KN0035.Click photographs - Photos may exist for this station.
 KN0035
 KN0035.The dynamic height is computed by dividing the NAVD 88
 KN0035.geopotential number by the normal gravity value computed on the
 KN0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0035.degrees latitude (g = 980.6199 gals.).
 KN0035
 KN0035.The modeled gravity was interpolated from observed gravity values.
 KN0035
 KN0035;                    North         East    Units  Estimated Accuracy
 KN0035;SPC UT C     - 2,120,430.      587,400.      MT  (+/- 180 meters Scaled)
 KN0035
 KN0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ443628(NAD 83)
 KN0035
 KN0035                          SUPERSEDED SURVEY CONTROL
 KN0035
 KN0035  NGVD 29 (??/??/92) 1555.902  (m)         5104.66   (f) ADJ UNCH    1 2
 KN0035
 KN0035.Superseded values are not recommended for survey control.
 KN0035
 KN0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0035.See file dsdata.pdf to determine how the superseded data were derived.
 KN0035
 KN0035_MARKER: DB = BENCH MARK DISK
 KN0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0035_SP_SET: ABUTMENT
 KN0035_STAMPING: 5104.655 R 16 1927
 KN0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0035
 KN0035  HISTORY     - Date     Condition        Report By
 KN0035  HISTORY     - 1927     MONUMENTED       CGS
 KN0035  HISTORY     - 1934     GOOD             CGS
 KN0035
 KN0035                          STATION DESCRIPTION
 KN0035
 KN0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0035'15.0 MI NW FROM WOODSIDE.
 KN0035'15.0 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0035'FROM WOODSIDE, EMERY COUNTY, IN BRIDGE 595 B, 4 FEET SOUTH OF THE FACE
 KN0035'OF THE SOUTH ABUTMENT, AND 10.5 FEET WEST OF THE CENTERLINE OF THE
 KN0035'TRACK.  A STANDARD DISK, STAMPED 5104.655 R 16 1927.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0184 ***********************************************************************
 LO0184  DESIGNATION -  R 160
 LO0184  PID         -  LO0184
 LO0184  STATE/COUNTY-  UT/SUMMIT
 LO0184  COUNTRY     -  US
 LO0184  USGS QUAD   -  WHITNEY RESERVOIR (2017)
 LO0184
 LO0184                         *CURRENT SURVEY CONTROL
 LO0184  ______________________________________________________________________
 LO0184* NAD 83(1986) POSITION- 40 45 38.     (N) 110 52 55.     (W)   SCALED
 LO0184* NAVD 88 ORTHO HEIGHT -  2908.511 (meters)     9542.34  (feet) ADJUSTED
 LO0184  ______________________________________________________________________
 LO0184  GEOID HEIGHT    -        -12.827 (meters)                     GEOID18
 LO0184  DYNAMIC HEIGHT  -       2905.397 (meters)     9532.12  (feet) COMP
 LO0184  MODELED GRAVITY -    979,446.7   (mgal)                       NAVD 88
 LO0184
 LO0184  VERT ORDER      -  SECOND    CLASS 0
 LO0184
 LO0184.The horizontal coordinates were scaled from a map and have
 LO0184.an estimated accuracy of +/- 6 seconds.
 LO0184
 LO0184.The orthometric height was determined by differential leveling and
 LO0184.adjusted by the NATIONAL GEODETIC SURVEY
 LO0184.in June 1991.
 LO0184
 LO0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0184.GEOID18 height accuracy estimate available here.
 LO0184
 LO0184.Click photographs - Photos may exist for this station.
 LO0184
 LO0184.The dynamic height is computed by dividing the NAVD 88
 LO0184.geopotential number by the normal gravity value computed on the
 LO0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0184.degrees latitude (g = 980.6199 gals.).
 LO0184
 LO0184.The modeled gravity was interpolated from observed gravity values.
 LO0184
 LO0184;                    North         East    Units  Estimated Accuracy
 LO0184;SPC UT N     - 1,047,630.      552,190.      MT  (+/- 180 meters Scaled)
 LO0184
 LO0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL099121(NAD 83)
 LO0184
 LO0184                          SUPERSEDED SURVEY CONTROL
 LO0184
 LO0184  NGVD 29 (??/??/92) 2906.922  (m)         9537.13   (f) ADJ UNCH    2 0
 LO0184
 LO0184.Superseded values are not recommended for survey control.
 LO0184
 LO0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0184.See file dsdata.pdf to determine how the superseded data were derived.
 LO0184
 LO0184_MARKER: DB = BENCH MARK DISK
 LO0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0184_SP_SET: CULVERT
 LO0184_STAMPING: R 160 1962
 LO0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0184
 LO0184  HISTORY     - Date     Condition        Report By
 LO0184  HISTORY     - 1962     MONUMENTED       CGS
 LO0184
 LO0184                          STATION DESCRIPTION
 LO0184
 LO0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0184'38.15 MI NE FROM KAMAS.
 LO0184'38.15 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF
 LO0184'U.S. HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP AND 0.7 FOOT
 LO0184'SOUTH-SOUTHEAST OF THE NORTH-NORTHWEST END OF THE WEST-SOUTHWEST
 LO0184'CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT, 20 FEET WEST-SOUTHWEST
 LO0184'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0340 ***********************************************************************
 LO0340  DESIGNATION -  R 161
 LO0340  PID         -  LO0340
 LO0340  STATE/COUNTY-  UT/SUMMIT
 LO0340  COUNTRY     -  US
 LO0340  USGS QUAD   -  UPTON (2017)
 LO0340
 LO0340                         *CURRENT SURVEY CONTROL
 LO0340  ______________________________________________________________________
 LO0340* NAD 83(1986) POSITION- 40 57 46.     (N) 111 14 03.     (W)   SCALED
 LO0340* NAVD 88 ORTHO HEIGHT -  1876.226 (meters)     6155.58  (feet) ADJUSTED
 LO0340  ______________________________________________________________________
 LO0340  GEOID HEIGHT    -        -15.404 (meters)                     GEOID18
 LO0340  DYNAMIC HEIGHT  -       1874.507 (meters)     6149.95  (feet) COMP
 LO0340  MODELED GRAVITY -    979,642.0   (mgal)                       NAVD 88
 LO0340
 LO0340  VERT ORDER      -  SECOND    CLASS 0
 LO0340
 LO0340.The horizontal coordinates were scaled from a map and have
 LO0340.an estimated accuracy of +/- 6 seconds.
 LO0340
 LO0340.The orthometric height was determined by differential leveling and
 LO0340.adjusted by the NATIONAL GEODETIC SURVEY
 LO0340.in June 1991.
 LO0340
 LO0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0340.GEOID18 height accuracy estimate available here.
 LO0340
 LO0340.Click photographs - Photos may exist for this station.
 LO0340
 LO0340.The dynamic height is computed by dividing the NAVD 88
 LO0340.geopotential number by the normal gravity value computed on the
 LO0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0340.degrees latitude (g = 980.6199 gals.).
 LO0340
 LO0340.The modeled gravity was interpolated from observed gravity values.
 LO0340
 LO0340;                    North         East    Units  Estimated Accuracy
 LO0340;SPC UT N     - 1,069,930.      522,380.      MT  (+/- 180 meters Scaled)
 LO0340
 LO0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL802346(NAD 83)
 LO0340
 LO0340                          SUPERSEDED SURVEY CONTROL
 LO0340
 LO0340  NGVD 29 (??/??/92) 1874.904  (m)         6151.25   (f) ADJ UNCH    2 0
 LO0340
 LO0340.Superseded values are not recommended for survey control.
 LO0340
 LO0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0340.See file dsdata.pdf to determine how the superseded data were derived.
 LO0340
 LO0340_MARKER: DB = BENCH MARK DISK
 LO0340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0340_SP_SET: ABUTMENT
 LO0340_STAMPING: R 161 1962
 LO0340_MARK LOGO: CGS
 LO0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0340
 LO0340  HISTORY     - Date     Condition        Report By
 LO0340  HISTORY     - 1962     MONUMENTED       CGS
 LO0340  HISTORY     - 20120424 MARK NOT FOUND   GEOCAC
 LO0340
 LO0340                          STATION DESCRIPTION
 LO0340
 LO0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0340'10.5 MI E FROM COALVILLE.
 LO0340'10.5 MILES EAST ALONG STATE HIGHWAY 133 FROM THE COURT HOUSE AT
 LO0340'COALVILLE, AT UPTON, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 LO0340'ABUTMENT OF WOODEN BRIDGE 10.4, 13 FEET SOUTH OF THE CENTER LINE OF
 LO0340'THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LO0340
 LO0340                          STATION RECOVERY (2012)
 LO0340
 LO0340'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 LO0340'WOODEN BRIDGE 10.4 AND ITS CONCRETE WING WALLS HAVE BEEN REPLACED WITH
 LO0340'A MONOLITHIC CONCRETE BOX CULVERT. NO TRACE OF THE MARKER DISC EXISTS
 LO0340'ANY LONGER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0572 ***********************************************************************
 HN0572  DESIGNATION -  R 162
 HN0572  PID         -  HN0572
 HN0572  STATE/COUNTY-  UT/GARFIELD
 HN0572  COUNTRY     -  US
 HN0572  USGS QUAD   -  ESCALANTE (2017)
 HN0572
 HN0572                         *CURRENT SURVEY CONTROL
 HN0572  ______________________________________________________________________
 HN0572* NAD 83(1986) POSITION- 37 46 56.     (N) 111 35 17.     (W)   SCALED
 HN0572* NAVD 88 ORTHO HEIGHT -  1755.843 (meters)     5760.63  (feet) ADJUSTED
 HN0572  ______________________________________________________________________
 HN0572  GEOID HEIGHT    -        -19.953 (meters)                     GEOID18
 HN0572  DYNAMIC HEIGHT  -       1753.827 (meters)     5754.01  (feet) COMP
 HN0572  MODELED GRAVITY -    979,419.2   (mgal)                       NAVD 88
 HN0572
 HN0572  VERT ORDER      -  SECOND    CLASS 0
 HN0572
 HN0572.The horizontal coordinates were scaled from a map and have
 HN0572.an estimated accuracy of +/- 6 seconds.
 HN0572
 HN0572.The orthometric height was determined by differential leveling and
 HN0572.adjusted by the NATIONAL GEODETIC SURVEY
 HN0572.in June 1991.
 HN0572
 HN0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0572.GEOID18 height accuracy estimate available here.
 HN0572
 HN0572.Click photographs - Photos may exist for this station.
 HN0572
 HN0572.The dynamic height is computed by dividing the NAVD 88
 HN0572.geopotential number by the normal gravity value computed on the
 HN0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0572.degrees latitude (g = 980.6199 gals.).
 HN0572
 HN0572.The modeled gravity was interpolated from observed gravity values.
 HN0572
 HN0572;                    North         East    Units  Estimated Accuracy
 HN0572;SPC UT S     - 3,123,810.      492,240.      MT  (+/- 180 meters Scaled)
 HN0572
 HN0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG482818(NAD 83)
 HN0572
 HN0572                          SUPERSEDED SURVEY CONTROL
 HN0572
 HN0572  NGVD 29 (??/??/92) 1754.652  (m)         5756.72   (f) ADJ UNCH    2 0
 HN0572
 HN0572.Superseded values are not recommended for survey control.
 HN0572
 HN0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0572.See file dsdata.pdf to determine how the superseded data were derived.
 HN0572
 HN0572_MARKER: DB = BENCH MARK DISK
 HN0572_SETTING: 66 = SET IN ROCK OUTCROP
 HN0572_STAMPING: R 162 1962
 HN0572_MARK LOGO: CGS
 HN0572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0572+STABILITY: POSITION/ELEVATION WELL
 HN0572
 HN0572  HISTORY     - Date     Condition        Report By
 HN0572  HISTORY     - 1962     MONUMENTED       CGS
 HN0572  HISTORY     - 1963     GOOD             CGS
 HN0572
 HN0572                          STATION DESCRIPTION
 HN0572
 HN0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0572'1.1 MI N FROM ESCALANTE.
 HN0572'1.1 MILE NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 HN0572'ESCALANTE, AT THE JUNCTION OF A DIRT ROAD EAST-SOUTHEAST, 80 FEET EAST
 HN0572'OF THE CENTER LINE OF THE ROAD, SET VERTICALLY IN THE SOUTH-SOUTHWEST
 HN0572'FACE OF A MASSIVE SANDSTONE OUTCROP, 44 FEET NORTH OF THE CENTER LINE
 HN0572'OF THE ROAD EAST-SOUTHEAST, AND ABOUT 2 1/2 FEET HIGHER THAN THE ROAD
 HN0572'AND GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0624 ***********************************************************************
 HN0624  DESIGNATION -  R 163
 HN0624  PID         -  HN0624
 HN0624  STATE/COUNTY-  UT/GARFIELD
 HN0624  COUNTRY     -  US
 HN0624  USGS QUAD   -  WIDE HOLLOW RESERVOIR (2017)
 HN0624
 HN0624                         *CURRENT SURVEY CONTROL
 HN0624  ______________________________________________________________________
 HN0624* NAD 83(1986) POSITION- 37 46 11.     (N) 111 39 50.     (W)   SCALED
 HN0624* NAVD 88 ORTHO HEIGHT -  1836.982 (meters)     6026.83  (feet) ADJUSTED
 HN0624  ______________________________________________________________________
 HN0624  GEOID HEIGHT    -        -19.882 (meters)                     GEOID18
 HN0624  DYNAMIC HEIGHT  -       1834.831 (meters)     6019.77  (feet) COMP
 HN0624  MODELED GRAVITY -    979,393.7   (mgal)                       NAVD 88
 HN0624
 HN0624  VERT ORDER      -  SECOND    CLASS 0
 HN0624
 HN0624.The horizontal coordinates were scaled from a map and have
 HN0624.an estimated accuracy of +/- 6 seconds.
 HN0624
 HN0624.The orthometric height was determined by differential leveling and
 HN0624.adjusted by the NATIONAL GEODETIC SURVEY
 HN0624.in June 1991.
 HN0624
 HN0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0624.GEOID18 height accuracy estimate available here.
 HN0624
 HN0624.Click photographs - Photos may exist for this station.
 HN0624
 HN0624.The dynamic height is computed by dividing the NAVD 88
 HN0624.geopotential number by the normal gravity value computed on the
 HN0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0624.degrees latitude (g = 980.6199 gals.).
 HN0624
 HN0624.The modeled gravity was interpolated from observed gravity values.
 HN0624
 HN0624;                    North         East    Units  Estimated Accuracy
 HN0624;SPC UT S     - 3,122,430.      485,560.      MT  (+/- 180 meters Scaled)
 HN0624
 HN0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG415804(NAD 83)
 HN0624
 HN0624                          SUPERSEDED SURVEY CONTROL
 HN0624
 HN0624  NGVD 29 (??/??/92) 1835.747  (m)         6022.78   (f) ADJ UNCH    2 0
 HN0624
 HN0624.Superseded values are not recommended for survey control.
 HN0624
 HN0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0624.See file dsdata.pdf to determine how the superseded data were derived.
 HN0624
 HN0624_MARKER: DB = BENCH MARK DISK
 HN0624_SETTING: 66 = SET IN ROCK OUTCROP
 HN0624_STAMPING: R 163 1963
 HN0624_MARK LOGO: CGS
 HN0624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0624+STABILITY: POSITION/ELEVATION WELL
 HN0624
 HN0624  HISTORY     - Date     Condition        Report By
 HN0624  HISTORY     - 1963     MONUMENTED       CGS
 HN0624
 HN0624                          STATION DESCRIPTION
 HN0624
 HN0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0624'3.65 MI W FROM ESCALANTE.
 HN0624'3.65 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0624'AT ESCALANTE, 0.1 MILE WEST-SOUTHWEST OF THE JUNCTION OF A DIRT ROAD
 HN0624'SOUTH, 0.1 MILE EAST-NORTHEAST OF CATTLEGUARD 42.6, AT THE SOUTH END
 HN0624'OF A ROCKY RIDGE, IN THE TOP OF THE NORTH-NORTHWEST END OF AN OUTCROP
 HN0624'WHICH PROJECTS ABOUT 3 1/2 FEET ABOVE THE GROUND, 38 FEET
 HN0624'SOUTH-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 58 FEET
 HN0624'EAST-SOUTHEAST OF A FENCE, 103 FEET EAST-NORTHEAST OF THE CENTER OF
 HN0624'THE SOUTH END OF A 36-INCH PIPE CULVERT, AND ABOUT LEVEL WITH THE
 HN0624'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN1019 ***********************************************************************
 HN1019  DESIGNATION -  R 164 RESET
 HN1019  PID         -  HN1019
 HN1019  STATE/COUNTY-  UT/GARFIELD
 HN1019  COUNTRY     -  US
 HN1019  USGS QUAD   -  HENRIEVILLE (2017)
 HN1019
 HN1019                         *CURRENT SURVEY CONTROL
 HN1019  ______________________________________________________________________
 HN1019* NAD 83(1986) POSITION- 37 36 20.     (N) 111 54 31.     (W)   SCALED
 HN1019* NAVD 88 ORTHO HEIGHT -  2002.25  (meters)     6569.0   (feet) RESET
 HN1019  ______________________________________________________________________
 HN1019  GEOID HEIGHT    -        -20.328 (meters)                     GEOID18
 HN1019  VERT ORDER      -  THIRD
 HN1019
 HN1019.The horizontal coordinates were scaled from a map and have
 HN1019.an estimated accuracy of +/- 6 seconds.
 HN1019
 HN1019.The orthometric height was computed from unverified reset data.
 HN1019
 HN1019.No vertical observational check was made to the station.
 HN1019
 HN1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN1019.GEOID18 height accuracy estimate available here.
 HN1019
 HN1019.Click photographs - Photos may exist for this station.
 HN1019
 HN1019;                    North         East    Units  Estimated Accuracy
 HN1019;SPC UT S     - 3,104,280.      463,920.      MT  (+/- 180 meters Scaled)
 HN1019
 HN1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG198624(NAD 83)
 HN1019
 HN1019                          SUPERSEDED SURVEY CONTROL
 HN1019
 HN1019  NGVD 29 (07/25/12) 2000.90   (m)         6564.6    (f) RESET       3  
 HN1019
 HN1019.Superseded values are not recommended for survey control.
 HN1019
 HN1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN1019.See file dsdata.pdf to determine how the superseded data were derived.
 HN1019
 HN1019_MARKER: DV = VERTICAL CONTROL DISK
 HN1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN1019_STAMPING: R 164 RESET 1985
 HN1019_MARK LOGO: NGS
 HN1019_MAGNETIC: N = NO MAGNETIC MATERIAL
 HN1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN1019+STABILITY: SURFACE MOTION
 HN1019
 HN1019  HISTORY     - Date     Condition        Report By
 HN1019  HISTORY     - 1985     MONUMENTED       UTDH
 HN1019
 HN1019                          STATION DESCRIPTION
 HN1019
 HN1019'DESCRIBED BY UTAH STATE DEPARTMENT OF HIGHWAYS 1985
 HN1019'15.15 MILES (24.38 KM) SOUTHEAST ALONG STATE HIGHWAY 54 FROM LDS
 HN1019'CHURCH IN TROPIC, 56 FEET (17.1 M) EAST OF CENTERLINE OF STATE
 HN1019'HIGHWAY 54, AND 69.0 FEET (21.0 M) NORTHEAST OF A PIPE CULVERT IN A
 HN1019'CONCRETE MONUMENT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0074 ***********************************************************************
 HO0074  DESIGNATION -  R 165
 HO0074  PID         -  HO0074
 HO0074  STATE/COUNTY-  UT/GARFIELD
 HO0074  COUNTRY     -  US
 HO0074  USGS QUAD   -  BRYCE CANYON (2017)
 HO0074
 HO0074                         *CURRENT SURVEY CONTROL
 HO0074  ______________________________________________________________________
 HO0074* NAD 83(1986) POSITION- 37 41 31.68   (N) 112 09 06.72   (W)   HD_HELD1
 HO0074* NAVD 88 ORTHO HEIGHT -  2315.705 (meters)     7597.44  (feet) ADJUSTED
 HO0074  ______________________________________________________________________
 HO0074  GEOID HEIGHT    -        -20.032 (meters)                     GEOID18
 HO0074  DYNAMIC HEIGHT  -       2312.768 (meters)     7587.81  (feet) COMP
 HO0074  MODELED GRAVITY -    979,277.7   (mgal)                       NAVD 88
 HO0074
 HO0074  VERT ORDER      -  SECOND    CLASS 0
 HO0074
 HO0074.The horizontal coordinates were determined by differentially corrected
 HO0074.hand held GPS observations or other comparable positioning techniques
 HO0074.and have an estimated accuracy of +/- 3 meters.
 HO0074
 HO0074.The orthometric height was determined by differential leveling and
 HO0074.adjusted by the NATIONAL GEODETIC SURVEY
 HO0074.in June 1991.
 HO0074
 HO0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0074.GEOID18 height accuracy estimate available here.
 HO0074
 HO0074.Click photographs - Photos may exist for this station.
 HO0074
 HO0074.The dynamic height is computed by dividing the NAVD 88
 HO0074.geopotential number by the normal gravity value computed on the
 HO0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0074.degrees latitude (g = 980.6199 gals.).
 HO0074
 HO0074.The modeled gravity was interpolated from observed gravity values.
 HO0074
 HO0074;                    North         East    Units  Estimated Accuracy
 HO0074;SPC UT S     - 3,114,010.0     442,509.6     MT  (+/- 3 meters HH1 GPS) 
 HO0074
 HO0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG9844672281(NAD 83)
 HO0074
 HO0074                          SUPERSEDED SURVEY CONTROL
 HO0074
 HO0074  NGVD 29 (??/??/92) 2314.277  (m)         7592.76   (f) ADJ UNCH    2 0
 HO0074
 HO0074.Superseded values are not recommended for survey control.
 HO0074
 HO0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0074.See file dsdata.pdf to determine how the superseded data were derived.
 HO0074
 HO0074_MARKER: DB = BENCH MARK DISK
 HO0074_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0074_SP_SET: WATER TANK
 HO0074_STAMPING: R 165 1963
 HO0074_MARK LOGO: CGS
 HO0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0074+STABILITY: SURFACE MOTION
 HO0074
 HO0074  HISTORY     - Date     Condition        Report By
 HO0074  HISTORY     - 1963     MONUMENTED       CGS
 HO0074
 HO0074                          STATION DESCRIPTION
 HO0074
 HO0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0074'7.6 MI NW FROM TROPIC.
 HO0074'7.6 MILES NORTHWEST ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT
 HO0074'TROPIC, 0.1 MILE EAST OF THE JUNCTION OF STATE HIGHWAYS 12 AND 22, IN
 HO0074'THE TOP OF THE NORTHWEST CORNER OF A 10- BY 30-FOOT CONCRETE WATER
 HO0074'TANK, 90 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 30 FEET
 HO0074'SOUTHWEST OF A POWER POLE WITH TWO TRANSFORMERS, 9 FEET SOUTH OF A
 HO0074'FENCE, ABOUT 12 FEET LOWER THAN THE HIGHWAY, AND ABOUT 2 1/2 FEET
 HO0074'ABOVE THE GROUND.  9.0 FEET EAST OF THE NORTHEAST CORNER OF A
 HO0074'PUMPHOUSE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0205 ***********************************************************************
 JN0205  DESIGNATION -  R 166
 JN0205  PID         -  JN0205
 JN0205  STATE/COUNTY-  UT/GARFIELD
 JN0205  COUNTRY     -  US
 JN0205  USGS QUAD   -  BIG LAKE (2017)
 JN0205
 JN0205                         *CURRENT SURVEY CONTROL
 JN0205  ______________________________________________________________________
 JN0205* NAD 83(1986) POSITION- 38 02 17.     (N) 111 41 16.     (W)   SCALED
 JN0205* NAVD 88 ORTHO HEIGHT -  3031.388 (meters)     9945.48  (feet) ADJUSTED
 JN0205  ______________________________________________________________________
 JN0205  GEOID HEIGHT    -        -18.118 (meters)                     GEOID18
 JN0205  DYNAMIC HEIGHT  -       3027.304 (meters)     9932.08  (feet) COMP
 JN0205  MODELED GRAVITY -    979,170.2   (mgal)                       NAVD 88
 JN0205
 JN0205  VERT ORDER      -  SECOND    CLASS 0
 JN0205
 JN0205.The horizontal coordinates were scaled from a map and have
 JN0205.an estimated accuracy of +/- 6 seconds.
 JN0205
 JN0205.The orthometric height was determined by differential leveling and
 JN0205.adjusted by the NATIONAL GEODETIC SURVEY
 JN0205.in June 1991.
 JN0205
 JN0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0205.GEOID18 height accuracy estimate available here.
 JN0205
 JN0205.Click photographs - Photos may exist for this station.
 JN0205
 JN0205.The dynamic height is computed by dividing the NAVD 88
 JN0205.geopotential number by the normal gravity value computed on the
 JN0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0205.degrees latitude (g = 980.6199 gals.).
 JN0205
 JN0205.The modeled gravity was interpolated from observed gravity values.
 JN0205
 JN0205;                    North         East    Units  Estimated Accuracy
 JN0205;SPC UT S     - 3,152,220.      483,520.      MT  (+/- 180 meters Scaled)
 JN0205
 JN0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH396102(NAD 83)
 JN0205
 JN0205                          SUPERSEDED SURVEY CONTROL
 JN0205
 JN0205  NGVD 29 (??/??/92) 3029.821  (m)         9940.34   (f) ADJ UNCH    2 0
 JN0205
 JN0205.Superseded values are not recommended for survey control.
 JN0205
 JN0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0205.See file dsdata.pdf to determine how the superseded data were derived.
 JN0205
 JN0205_MARKER: DB = BENCH MARK DISK
 JN0205_SETTING: 80 = SET IN A BOULDER
 JN0205_STAMPING: R 166 1963
 JN0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0205+STABILITY: SURFACE MOTION
 JN0205
 JN0205  HISTORY     - Date     Condition        Report By
 JN0205  HISTORY     - 1963     MONUMENTED       CGS
 JN0205
 JN0205                          STATION DESCRIPTION
 JN0205
 JN0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0205'24.4 MI N FROM ESCALANTE.
 JN0205'24.4 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 JN0205'ESCALANTE, 0.4 MILE NORTHEAST OF THE JUNCTION OF A DIM TRACK ROAD
 JN0205'NORTH AND A ROUNDY SPRING 1/2 SIGN, NEAR THE TOP OF A ROCKY SLOPE, IN
 JN0205'THE TOP OF A 3- BY 4-FOOT BOULDER WHICH PROJECTS ABOUT 1/2 FOOT ABOVE
 JN0205'THE GROUND, 72 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3.5 FEET
 JN0205'SOUTHEAST OF A WITNESS POST, AND ABOUT 1 1/2 FEET LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0499 ***********************************************************************
 JN0499  DESIGNATION -  R 167 RESET
 JN0499  PID         -  JN0499
 JN0499  STATE/COUNTY-  UT/WAYNE
 JN0499  COUNTRY     -  US
 JN0499  USGS QUAD   -  BICKNELL (2017)
 JN0499
 JN0499                         *CURRENT SURVEY CONTROL
 JN0499  ______________________________________________________________________
 JN0499* NAD 83(1986) POSITION- 38 16 12.     (N) 111 37 01.     (W)   SCALED
 JN0499* NAVD 88 ORTHO HEIGHT -  2345.57  (meters)     7695.4   (feet) RESET
 JN0499  ______________________________________________________________________
 JN0499  GEOID HEIGHT    -        -17.826 (meters)                     GEOID18
 JN0499  VERT ORDER      -  THIRD
 JN0499
 JN0499.The horizontal coordinates were scaled from a map and have
 JN0499.an estimated accuracy of +/- 6 seconds.
 JN0499
 JN0499.The orthometric height was computed from unverified reset data.
 JN0499
 JN0499.No vertical observational check was made to the station.
 JN0499
 JN0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0499.GEOID18 height accuracy estimate available here.
 JN0499
 JN0499.Click photographs - Photos may exist for this station.
 JN0499
 JN0499;                    North         East    Units  Estimated Accuracy
 JN0499;SPC UT S     - 3,177,950.      489,770.      MT  (+/- 180 meters Scaled)
 JN0499
 JN0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH460359(NAD 83)
 JN0499
 JN0499                          SUPERSEDED SURVEY CONTROL
 JN0499
 JN0499  NGVD 29 (07/25/12) 2344.19   (m)         7690.9    (f) RESET       3  
 JN0499
 JN0499.Superseded values are not recommended for survey control.
 JN0499
 JN0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0499.See file dsdata.pdf to determine how the superseded data were derived.
 JN0499
 JN0499_MARKER: DV = VERTICAL CONTROL DISK
 JN0499_SETTING: 80 = SET IN A BOULDER
 JN0499_STAMPING: R 167 RESET 1983
 JN0499_MARK LOGO: NGS
 JN0499_MAGNETIC: N = NO MAGNETIC MATERIAL
 JN0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0499+STABILITY: SURFACE MOTION
 JN0499
 JN0499  HISTORY     - Date     Condition        Report By
 JN0499  HISTORY     - 1983     MONUMENTED       USGS
 JN0499
 JN0499                          STATION DESCRIPTION
 JN0499
 JN0499'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 JN0499'10.3 MILES (16.6 KM) SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF
 JN0499'STATE HIGHWAY 24 AT LOA, 0.05 MILE (0.08 KM) SOUTHEAST OF THE
 JN0499'JUNCTION OF A DIRT ROAD NORTHEAST, 60 YARDS SOUTHEAST OF THE
 JN0499'CENTERLINE OF THE ROAD, 170 FEET (51.8 M) EAST OF A LONE PINE TREE,
 JN0499'115 FEET (35.1 M) SOUTHEAST OF A WASH, ON THE NORTHWEST SLOPE OF A
 JN0499'SMALL RIDGE, 20 FEET (6.1 M) NORTHWEST OF A 10 INCH PINE TREE TO
 JN0499'WHICH A WITNESS SIGN HAS BEEN AFFIXED, SET IN THE TOP OF A 3 BY 5
 JN0499'FOOT (1.5 M) BOULDER WHICH PROJECTS ABOUT 1 FOOT (0.3 M) ABOVE THE
 JN0499'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0360 ***********************************************************************
 HN0360  DESIGNATION -  R 168
 HN0360  PID         -  HN0360
 HN0360  STATE/COUNTY-  UT/GARFIELD
 HN0360  COUNTRY     -  US
 HN0360  USGS QUAD   -  SUNSET FLAT (2017)
 HN0360
 HN0360                         *CURRENT SURVEY CONTROL
 HN0360  ______________________________________________________________________
 HN0360* NAD 83(1986) POSITION- 37 33 03.     (N) 111 22 16.     (W)   SCALED
 HN0360* NAVD 88 ORTHO HEIGHT -  1603.283 (meters)     5260.10  (feet) ADJUSTED
 HN0360  ______________________________________________________________________
 HN0360  GEOID HEIGHT    -        -21.411 (meters)                     GEOID18
 HN0360  DYNAMIC HEIGHT  -       1601.459 (meters)     5254.12  (feet) COMP
 HN0360  MODELED GRAVITY -    979,436.4   (mgal)                       NAVD 88
 HN0360
 HN0360  VERT ORDER      -  SECOND    CLASS 0
 HN0360
 HN0360.The horizontal coordinates were scaled from a map and have
 HN0360.an estimated accuracy of +/- 6 seconds.
 HN0360
 HN0360.The orthometric height was determined by differential leveling and
 HN0360.adjusted by the NATIONAL GEODETIC SURVEY
 HN0360.in June 1991.
 HN0360
 HN0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0360.GEOID18 height accuracy estimate available here.
 HN0360
 HN0360.Click photographs - Photos may exist for this station.
 HN0360
 HN0360.The dynamic height is computed by dividing the NAVD 88
 HN0360.geopotential number by the normal gravity value computed on the
 HN0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0360.degrees latitude (g = 980.6199 gals.).
 HN0360
 HN0360.The modeled gravity was interpolated from observed gravity values.
 HN0360
 HN0360;                    North         East    Units  Estimated Accuracy
 HN0360;SPC UT S     - 3,098,140.      511,390.      MT  (+/- 180 meters Scaled)
 HN0360
 HN0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG672560(NAD 83)
 HN0360
 HN0360                          SUPERSEDED SURVEY CONTROL
 HN0360
 HN0360  NGVD 29 (??/??/92) 1602.186  (m)         5256.51   (f) ADJ UNCH    2 0
 HN0360
 HN0360.Superseded values are not recommended for survey control.
 HN0360
 HN0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0360.See file dsdata.pdf to determine how the superseded data were derived.
 HN0360
 HN0360_MARKER: DB = BENCH MARK DISK
 HN0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0360_STAMPING: R 168 1963
 HN0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0360+STABILITY: SURFACE MOTION
 HN0360
 HN0360  HISTORY     - Date     Condition        Report By
 HN0360  HISTORY     - 1963     MONUMENTED       CGS
 HN0360
 HN0360                          STATION DESCRIPTION
 HN0360
 HN0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0360'20.25 MI SE FROM ESCALANTE.
 HN0360'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0360'AT ESCALANTE, THENCE 15.25 MILES SOUTHEAST ALONG A DIRT ROAD, AT THE
 HN0360'SUMMIT OF A SMALL HILL, 49 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HN0360'ROAD, 2.3 FEET NORTHWEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN
 HN0360'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 HN0360'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0250 ***********************************************************************
 LO0250  DESIGNATION -  R 169
 LO0250  PID         -  LO0250
 LO0250  STATE/COUNTY-  UT/SUMMIT
 LO0250  COUNTRY     -  US
 LO0250  USGS QUAD   -  WANSHIP (2017)
 LO0250
 LO0250                         *CURRENT SURVEY CONTROL
 LO0250  ______________________________________________________________________
 LO0250* NAD 83(1986) POSITION- 40 52 13.     (N) 111 23 20.     (W)   SCALED
 LO0250* NAVD 88 ORTHO HEIGHT -  1730.399 (meters)     5677.15  (feet) ADJUSTED
 LO0250  ______________________________________________________________________
 LO0250  GEOID HEIGHT    -        -15.758 (meters)                     GEOID18
 LO0250  DYNAMIC HEIGHT  -       1728.847 (meters)     5672.06  (feet) COMP
 LO0250  MODELED GRAVITY -    979,667.0   (mgal)                       NAVD 88
 LO0250
 LO0250  VERT ORDER      -  SECOND    CLASS 0
 LO0250
 LO0250.The horizontal coordinates were scaled from a map and have
 LO0250.an estimated accuracy of +/- 6 seconds.
 LO0250
 LO0250.The orthometric height was determined by differential leveling and
 LO0250.adjusted by the NATIONAL GEODETIC SURVEY
 LO0250.in June 1991.
 LO0250
 LO0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0250.GEOID18 height accuracy estimate available here.
 LO0250
 LO0250.Click photographs - Photos may exist for this station.
 LO0250
 LO0250.The dynamic height is computed by dividing the NAVD 88
 LO0250.geopotential number by the normal gravity value computed on the
 LO0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0250.degrees latitude (g = 980.6199 gals.).
 LO0250
 LO0250.The modeled gravity was interpolated from observed gravity values.
 LO0250
 LO0250;                    North         East    Units  Estimated Accuracy
 LO0250;SPC UT N     - 1,059,630.      509,370.      MT  (+/- 180 meters Scaled)
 LO0250
 LO0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL672244(NAD 83)
 LO0250
 LO0250                          SUPERSEDED SURVEY CONTROL
 LO0250
 LO0250  NGVD 29 (??/??/92) 1729.133  (m)         5673.00   (f) ADJ UNCH    2 0
 LO0250
 LO0250.Superseded values are not recommended for survey control.
 LO0250
 LO0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0250.See file dsdata.pdf to determine how the superseded data were derived.
 LO0250
 LO0250_MARKER: DB = BENCH MARK DISK
 LO0250_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0250_STAMPING: R 169 1963
 LO0250_MARK LOGO: CGS
 LO0250_MAGNETIC: P = MARKER IS A STEEL PIPE
 LO0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0250
 LO0250  HISTORY     - Date     Condition        Report By
 LO0250  HISTORY     - 1963     MONUMENTED       CGS
 LO0250
 LO0250                          STATION DESCRIPTION
 LO0250
 LO0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LO0250'3.2 MI S FROM COALVILLE.
 LO0250'3.2 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LO0250'COALVILLE, 4.1 MILE NORTH OF WANSHIP, 0.1 MILE NORTH OF MILEPOST 9,
 LO0250'17.3 FEET EAST OF THE EAST RAIL, 5.1 FEET NORTHWEST OF THE THIRD POLE
 LO0250'NORTH OF MILEPOST 9, 4.2 FEET WEST OF A FENCE, ABOUT LEVEL WITH THE
 LO0250'TRACK, AND WELDED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 0.4 FOOT
 LO0250'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0491 ***********************************************************************
 MR0491  DESIGNATION -  R 170
 MR0491  PID         -  MR0491
 MR0491  STATE/COUNTY-  UT/CACHE
 MR0491  COUNTRY     -  US
 MR0491  USGS QUAD   -  NEWTON (2017)
 MR0491
 MR0491                         *CURRENT SURVEY CONTROL
 MR0491  ______________________________________________________________________
 MR0491* NAD 83(1986) POSITION- 41 52 15.     (N) 111 56 40.     (W)   SCALED
 MR0491* NAVD 88 ORTHO HEIGHT -  1355.839 (meters)     4448.28  (feet) ADJUSTED
 MR0491  ______________________________________________________________________
 MR0491  GEOID HEIGHT    -        -15.294 (meters)                     GEOID18
 MR0491  DYNAMIC HEIGHT  -       1354.887 (meters)     4445.16  (feet) COMP
 MR0491  MODELED GRAVITY -    979,874.2   (mgal)                       NAVD 88
 MR0491
 MR0491  VERT ORDER      -  FIRST     CLASS I
 MR0491
 MR0491.The horizontal coordinates were scaled from a map and have
 MR0491.an estimated accuracy of +/- 6 seconds.
 MR0491
 MR0491.The orthometric height was determined by differential leveling and
 MR0491.adjusted by the NATIONAL GEODETIC SURVEY
 MR0491.in June 1991.
 MR0491
 MR0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0491.GEOID18 height accuracy estimate available here.
 MR0491
 MR0491.Click photographs - Photos may exist for this station.
 MR0491
 MR0491.The dynamic height is computed by dividing the NAVD 88
 MR0491.geopotential number by the normal gravity value computed on the
 MR0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0491.degrees latitude (g = 980.6199 gals.).
 MR0491
 MR0491.The modeled gravity was interpolated from observed gravity values.
 MR0491
 MR0491;                    North         East    Units  Estimated Accuracy
 MR0491;SPC UT N     - 1,170,840.      463,100.      MT  (+/- 180 meters Scaled)
 MR0491
 MR0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM216358(NAD 83)
 MR0491
 MR0491                          SUPERSEDED SURVEY CONTROL
 MR0491
 MR0491  NGVD 29 (??/??/92) 1354.795  (m)         4444.86   (f) ADJ UNCH    1 1
 MR0491
 MR0491.Superseded values are not recommended for survey control.
 MR0491
 MR0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0491.See file dsdata.pdf to determine how the superseded data were derived.
 MR0491
 MR0491_MARKER: DB = BENCH MARK DISK
 MR0491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0491_SP_SET: CULVERT
 MR0491_STAMPING: R 170 1967
 MR0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0491
 MR0491  HISTORY     - Date     Condition        Report By
 MR0491  HISTORY     - 1967     MONUMENTED       CGS
 MR0491
 MR0491                          STATION DESCRIPTION
 MR0491
 MR0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0491'3.2 MI S FROM TRENTON.
 MR0491'3.2 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 MR0491'STATE HIGHWAY 170 AT TRENTON, 1/2 POLE NORTHEAST OF MILEPOLE 53.5, IN
 MR0491'THE TOP AND 0.5 FOOT SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST
 MR0491'CONCRETE AND ROCK HEAD WALL OF 36-INCH PIPE CULVERT 53.55, 13.0 FEET
 MR0491'NORTHWEST OF THE NORTHWEST RAIL, 2.5 FEET NORTHEAST OF A WITNESS POST,
 MR0491'AND ABOUT 4 FEET LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0172 ***********************************************************************
 MS0172  DESIGNATION -  R 171
 MS0172  PID         -  MS0172
 MS0172  STATE/COUNTY-  UT/BOX ELDER
 MS0172  COUNTRY     -  US
 MS0172  USGS QUAD   -  WILLARD (2017)
 MS0172
 MS0172                         *CURRENT SURVEY CONTROL
 MS0172  ______________________________________________________________________
 MS0172* NAD 83(1986) POSITION- 41 25 34.7    (N) 112 02 06.4    (W)   HD_HELD2
 MS0172* NAVD 88 ORTHO HEIGHT -  1314.211 (meters)     4311.71  (feet) ADJUSTED
 MS0172  ______________________________________________________________________
 MS0172  GEOID HEIGHT    -        -16.217 (meters)                     GEOID18
 MS0172  DYNAMIC HEIGHT  -       1313.256 (meters)     4308.57  (feet) COMP
 MS0172  MODELED GRAVITY -    979,852.2   (mgal)                       NAVD 88
 MS0172
 MS0172  VERT ORDER      -  FIRST     CLASS I
 MS0172
 MS0172.The horizontal coordinates were established by autonomous hand held GPS
 MS0172.observations and have an estimated accuracy of +/- 10 meters.
 MS0172
 MS0172.The orthometric height was determined by differential leveling and
 MS0172.adjusted by the NATIONAL GEODETIC SURVEY
 MS0172.in June 1991.
 MS0172
 MS0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0172.GEOID18 height accuracy estimate available here.
 MS0172
 MS0172.Click photographs - Photos may exist for this station.
 MS0172
 MS0172.The dynamic height is computed by dividing the NAVD 88
 MS0172.geopotential number by the normal gravity value computed on the
 MS0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0172.degrees latitude (g = 980.6199 gals.).
 MS0172
 MS0172.The modeled gravity was interpolated from observed gravity values.
 MS0172
 MS0172;                    North         East    Units  Estimated Accuracy
 MS0172;SPC UT N     - 1,121,513.      455,272.      MT  (+/- 10 meters HH2 GPS)
 MS0172
 MS0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1350886599(NAD 83)
 MS0172
 MS0172                          SUPERSEDED SURVEY CONTROL
 MS0172
 MS0172  NGVD 29 (??/??/92) 1313.214  (m)         4308.44   (f) ADJ UNCH    1 1
 MS0172
 MS0172.Superseded values are not recommended for survey control.
 MS0172
 MS0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0172.See file dsdata.pdf to determine how the superseded data were derived.
 MS0172
 MS0172_MARKER: DB = BENCH MARK DISK
 MS0172_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0172_SP_SET: IRRIGATION STRUCTURE
 MS0172_STAMPING: R 171 1967
 MS0172_MARK LOGO: CGS
 MS0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0172+STABILITY: SURFACE MOTION
 MS0172
 MS0172  HISTORY     - Date     Condition        Report By
 MS0172  HISTORY     - 1967     MONUMENTED       CGS
 MS0172
 MS0172                          STATION DESCRIPTION
 MS0172
 MS0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0172'1.3 MI N FROM WILLARD.
 MS0172'1.3 MILES NORTH ALONG U.S. HIGHWAYS 89, 91 AND 30S FROM THE POST
 MS0172'OFFICE AT WILLARD, 0.2 MILE NORTH OF BLACKERS FURNITURE STORE, 47 1/2
 MS0172'FEET EAST OF THE CENTER LINE OF THE EAST HIGHWAY LANES, IN THE TOP OF
 MS0172'THE SOUTHWEST CORNER OF A 3 1/2 BY 6-FOOT IRRIGATION STRUCTURE UNDER
 MS0172'THE HIGHWAY WITH A STEEL GRATE, 37.8 FEET SOUTHWEST OF THE SOUTHWEST
 MS0172'CORNER OF A BRICK HOUSE, 3.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 MS0172'A BRICK GARAGE, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0553 ***********************************************************************
 LO0553  DESIGNATION -  R 172
 LO0553  PID         -  LO0553
 LO0553  STATE/COUNTY-  UT/SALT LAKE
 LO0553  COUNTRY     -  US
 LO0553  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0553
 LO0553                         *CURRENT SURVEY CONTROL
 LO0553  ______________________________________________________________________
 LO0553* NAD 83(1986) POSITION- 40 46 59.9    (N) 111 53 34.2    (W)   HD_HELD2
 LO0553* NAVD 88 ORTHO HEIGHT -  1359.877 (meters)     4461.53  (feet) ADJUSTED
 LO0553  ______________________________________________________________________
 LO0553  GEOID HEIGHT    -        -16.749 (meters)                     GEOID18
 LO0553  DYNAMIC HEIGHT  -       1358.811 (meters)     4458.03  (feet) COMP
 LO0553  MODELED GRAVITY -    979,794.1   (mgal)                       NAVD 88
 LO0553
 LO0553  VERT ORDER      -  FIRST     CLASS I
 LO0553
 LO0553.The horizontal coordinates were established by autonomous hand held GPS
 LO0553.observations and have an estimated accuracy of +/- 10 meters.
 LO0553
 LO0553.The orthometric height was determined by differential leveling and
 LO0553.adjusted by the NATIONAL GEODETIC SURVEY
 LO0553.in June 1991.
 LO0553
 LO0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0553.GEOID18 height accuracy estimate available here.
 LO0553
 LO0553.Click photographs - Photos may exist for this station.
 LO0553
 LO0553.The dynamic height is computed by dividing the NAVD 88
 LO0553.geopotential number by the normal gravity value computed on the
 LO0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0553.degrees latitude (g = 980.6199 gals.).
 LO0553
 LO0553.The modeled gravity was interpolated from observed gravity values.
 LO0553
 LO0553;                    North         East    Units  Estimated Accuracy
 LO0553;SPC UT C     - 2,272,080.      466,840.      MT  (+/- 10 meters HH2 GPS)
 LO0553
 LO0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2466515085(NAD 83)
 LO0553
 LO0553                          SUPERSEDED SURVEY CONTROL
 LO0553
 LO0553  NGVD 29 (??/??/92) 1358.936  (m)         4458.44   (f) ADJ UNCH    1 1
 LO0553
 LO0553.Superseded values are not recommended for survey control.
 LO0553
 LO0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0553.See file dsdata.pdf to determine how the superseded data were derived.
 LO0553
 LO0553_MARKER: DB = BENCH MARK DISK
 LO0553_SETTING: 66 = SET IN ROCK OUTCROP
 LO0553_STAMPING: R 172 1967
 LO0553_MARK LOGO: CGS
 LO0553_MAGNETIC: N = NO MAGNETIC MATERIAL
 LO0553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0553+STABILITY: POSITION/ELEVATION WELL
 LO0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0553+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1997
 LO0553
 LO0553  HISTORY     - Date     Condition        Report By
 LO0553  HISTORY     - 1967     MONUMENTED       CGS
 LO0553  HISTORY     - 1970     GOOD             NGS
 LO0553  HISTORY     - 19950731 GOOD             NGS
 LO0553  HISTORY     - 19970913 GOOD             NGS
 LO0553  HISTORY     - 19970916 GOOD             NGS
 LO0553
 LO0553                          STATION DESCRIPTION
 LO0553
 LO0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0553'0.25 MI N FROM SALT LAKE CITY.
 LO0553'0.25 MILE NORTH ALONG STATE HIGHWAY 184 FROM THE JUNCTION OF 4TH NORTH
 LO0553'STREET AT SALT LAKE CITY, ON THE TOP OF THE NORTHWEST END OF AN
 LO0553'OUTCROP KNOLL, IN THE TOP OF A LARGE ROCK OUTCROP WHICH IS ABOUT FLUSH
 LO0553'WITH THE GROUND, 137 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LO0553'72.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF RESIDENCE NO. 637
 LO0553'VICTORY ROAD, 82.3 FEET SOUTHWEST OF THE CENTER OF A FIRE HYDRANT, AND
 LO0553'ABOUT 4 FEET HIGHER THAN THE HIGHWAY.
 LO0553
 LO0553                          STATION RECOVERY (1970)
 LO0553
 LO0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LO0553'RECOVERED IN GOOD CONDITION.
 LO0553
 LO0553                          STATION RECOVERY (1995)
 LO0553
 LO0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 LO0553'RECOVERED AS DESCRIBED.
 LO0553
 LO0553                          STATION RECOVERY (1997)
 LO0553
 LO0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 LO0553'IN SALT LAKE CITY, AT 637 VICTORY ROAD, NEAR THE CENTER OF A 6 BY
 LO0553'12-FOOT AREA OF OUTCROPPING BEDROCK, 42.6 M (139.8 FT) SOUTHWEST OF
 LO0553'THE ROAD CENTERLINE, 33.5 M (109.9 FT) SOUTHEAST OF BENCH MARK S 172,
 LO0553'25.2 M (82.7 FT) SOUTHWEST OF A FIRE HYDRANT, 22.1 M (72.5 FT)
 LO0553'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE AT 637 VICTORY ROAD, 1.5
 LO0553'M (4.9 FT) ABOVE THE LEVEL OF THE ROAD, AND FLUSH WITH THE GROUND
 LO0553'SURFACE.
 LO0553
 LO0553                          STATION RECOVERY (1997)
 LO0553
 LO0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 LO0553'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0243 ***********************************************************************
 LP0243  DESIGNATION -  R 173
 LP0243  PID         -  LP0243
 LP0243  STATE/COUNTY-  UT/TOOELE
 LP0243  COUNTRY     -  US
 LP0243  USGS QUAD   -  TOOELE (2017)
 LP0243
 LP0243                         *CURRENT SURVEY CONTROL
 LP0243  ______________________________________________________________________
 LP0243* NAD 83(1986) POSITION- 40 37 14.     (N) 112 16 00.     (W)   SCALED
 LP0243* NAVD 88 ORTHO HEIGHT -  1385.479 (meters)     4545.53  (feet) ADJUSTED
 LP0243  ______________________________________________________________________
 LP0243  GEOID HEIGHT    -        -17.300 (meters)                     GEOID18
 LP0243  DYNAMIC HEIGHT  -       1384.373 (meters)     4541.90  (feet) COMP
 LP0243  MODELED GRAVITY -    979,778.8   (mgal)                       NAVD 88
 LP0243
 LP0243  VERT ORDER      -  FIRST     CLASS I
 LP0243
 LP0243.The horizontal coordinates were scaled from a map and have
 LP0243.an estimated accuracy of +/- 6 seconds.
 LP0243
 LP0243.The orthometric height was determined by differential leveling and
 LP0243.adjusted by the NATIONAL GEODETIC SURVEY
 LP0243.in June 1991.
 LP0243
 LP0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0243.GEOID18 height accuracy estimate available here.
 LP0243
 LP0243.Click photographs - Photos may exist for this station.
 LP0243
 LP0243.The dynamic height is computed by dividing the NAVD 88
 LP0243.geopotential number by the normal gravity value computed on the
 LP0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0243.degrees latitude (g = 980.6199 gals.).
 LP0243
 LP0243.The modeled gravity was interpolated from observed gravity values.
 LP0243
 LP0243;                    North         East    Units  Estimated Accuracy
 LP0243;SPC UT C     - 2,254,210.      435,130.      MT  (+/- 180 meters Scaled)
 LP0243
 LP0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK928974(NAD 83)
 LP0243
 LP0243                          SUPERSEDED SURVEY CONTROL
 LP0243
 LP0243  NGVD 29 (??/??/92) 1384.43   (m)         4542.1    (f) COMPUTED    1 1
 LP0243
 LP0243.Superseded values are not recommended for survey control.
 LP0243
 LP0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0243.See file dsdata.pdf to determine how the superseded data were derived.
 LP0243
 LP0243_MARKER: DB = BENCH MARK DISK
 LP0243_SETTING: 80 = SET IN A BOULDER
 LP0243_STAMPING: R 173 1970
 LP0243_MARK LOGO: CGS
 LP0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0243+STABILITY: SURFACE MOTION
 LP0243
 LP0243  HISTORY     - Date     Condition        Report By
 LP0243  HISTORY     - 1970     MONUMENTED       NGS
 LP0243
 LP0243                          STATION DESCRIPTION
 LP0243
 LP0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0243'8.1 MI NE FROM WARNER.
 LP0243'8.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LP0243'AT WARNER, AT ERDA SIDING, 5 POLES SOUTH OF MILE POST 756.50 AND A
 LP0243'ROAD CROSSING, 3 POLES NORTH OF MILE POST 756.25, 2 POLES SOUTH OF
 LP0243'ERDA SIDING SIGN, 154.5 FEET WEST OF THE WEST RAIL OF THE WEST TRACK,
 LP0243'261 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE FOUNDATION OF
 LP0243'THE FORMER STATION AT ERDA, 50 FEET EAST OF A FENCE, 1.9 FEET NORTH OF
 LP0243'A WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF THE NORTH
 LP0243'END OF A 10 X 13-FOOT EMBEDDED BOULDER WHICH PROJECTS 5 1/2 FEET.
 LP0243'SECTION 26, T 4W, R 2S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0219 ***********************************************************************
 LP0219  DESIGNATION -  R 174
 LP0219  PID         -  LP0219
 LP0219  STATE/COUNTY-  UT/SALT LAKE
 LP0219  COUNTRY     -  US
 LP0219  USGS QUAD   -  MAGNA (2017)
 LP0219
 LP0219                         *CURRENT SURVEY CONTROL
 LP0219  ______________________________________________________________________
 LP0219* NAD 83(1994) POSITION- 40 44 12.35778(N) 112 01 29.15164(W)   ADJUSTED
 LP0219* NAVD 88 ORTHO HEIGHT -  1291.081 (meters)     4235.82  (feet) ADJUSTED
 LP0219  ______________________________________________________________________
 LP0219  GEOID HEIGHT    -        -17.157 (meters)                     GEOID18
 LP0219  LAPLACE CORR    -          1.30  (seconds)                    DEFLEC18
 LP0219  DYNAMIC HEIGHT  -       1290.082 (meters)     4232.54  (feet) COMP
 LP0219  MODELED GRAVITY -    979,805.9   (mgal)                       NAVD 88
 LP0219  OBS GRAVITY     -    979,805.2   (mgal)                       GRAV_OBS
 LP0219
 LP0219  HORZ ORDER      -  SECOND
 LP0219  VERT ORDER      -  FIRST     CLASS I
 LP0219
 LP0219.The horizontal coordinates were established by classical geodetic methods
 LP0219.and adjusted by the National Geodetic Survey in November 1997.
 LP0219
 LP0219.The orthometric height was determined by differential leveling and
 LP0219.adjusted by the NATIONAL GEODETIC SURVEY
 LP0219.in June 1991.
 LP0219
 LP0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0219.GEOID18 height accuracy estimate available here.
 LP0219
 LP0219.Click photographs - Photos may exist for this station.
 LP0219
 LP0219.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0219
 LP0219.The dynamic height is computed by dividing the NAVD 88
 LP0219.geopotential number by the normal gravity value computed on the
 LP0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0219.degrees latitude (g = 980.6199 gals.).
 LP0219
 LP0219.The modeled gravity was interpolated from observed gravity values.
 LP0219
 LP0219.The observed gravity was obtained from relative gravimeter ties
 LP0219.to the IGSN71 gravity network.
 LP0219
 LP0219. The following values were computed from the NAD 83(1994) position.
 LP0219
 LP0219;                    North         East     Units Scale Factor Converg.
 LP0219;SPC UT C     - 2,266,968.976   455,672.915   MT  1.00002275   -0 20 10.2
 LP0219;SPC UT C     - 7,437,547.38  1,494,986.89   sFT  1.00002275   -0 20 10.2
 LP0219;UTM  12      - 4,510,041.257   413,473.088   MT  0.99969215   -0 40 07.6
 LP0219
 LP0219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0219!SPC UT C     -   0.99980021  x   1.00002275  =   0.99982295
 LP0219!UTM  12      -   0.99980021  x   0.99969215  =   0.99949242
 LP0219
 LP0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1347310041(NAD 83)
 LP0219
 LP0219                          SUPERSEDED SURVEY CONTROL
 LP0219
 LP0219  NAD 83(1993)-  40 44 12.35651(N)    112 01 29.15092(W) AD(       ) 2
 LP0219  NAD 83(1986)-  40 44 12.34708(N)    112 01 29.14281(W) AD(       ) 2
 LP0219  NAD 27      -  40 44 12.54212(N)    112 01 26.35944(W) AD(       ) 2
 LP0219  NGVD 29 (??/??/92) 1290.147  (m)         4232.76   (f) ADJ UNCH    1 1
 LP0219  NGVD 29            1290.15   (m)         4232.8    (f) LEVELING    3  
 LP0219
 LP0219.Superseded values are not recommended for survey control.
 LP0219
 LP0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0219.See file dsdata.pdf to determine how the superseded data were derived.
 LP0219
 LP0219_MARKER: DB = BENCH MARK DISK
 LP0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0219_STAMPING: R 174 1970
 LP0219_MARK LOGO: CGS
 LP0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0219+STABILITY: SURFACE MOTION
 LP0219
 LP0219  HISTORY     - Date     Condition        Report By
 LP0219  HISTORY     - 1970     MONUMENTED       NGS
 LP0219
 LP0219                          STATION DESCRIPTION
 LP0219
 LP0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0219'5.8 MI NE FROM MAGNA.
 LP0219'0.5 MILE NORTH ALONG 9180 STREET FROM WEBSTER SCHOOL AT MAGNA, THENCE
 LP0219'4.55 MILES EAST ALONG U.S. HIGHWAYS 40 AND 50 ALTERNATE, THENCE 0.75
 LP0219'MILE NORTH ALONG 5600 WEST STREET, 0.25 MILE SOUTH OF THE JUNCTION OF
 LP0219'1300 SOUTH STREET, 144 FEET NORTH OF THE EXTENDED CENTER LINE OF A
 LP0219'SHORT DIRT ROAD LEADING WEST THRU A GATE, 38 FEET EAST OF THE CENTER
 LP0219'LINE OF THE STREET, 1 1/2 FEET NORTH OF A POWER LINE POLE, 2.3 FEET
 LP0219'WEST OF A FENCE, 1.8 FEET SOUTH OF A WITNESS POST AND IN THE TOP OF A
 LP0219'CONCRETE POST PROJECTING 0.3 FOOT AND ABOUT 2 FEET LOWER THAN THE
 LP0219'STREET.  SECTION 13, T 2 W, R 1 S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0264 ***********************************************************************
 LP0264  DESIGNATION -  R 175
 LP0264  PID         -  LP0264
 LP0264  STATE/COUNTY-  UT/TOOELE
 LP0264  COUNTRY     -  US
 LP0264  USGS QUAD   -  SOUTH MOUNTAIN (2017)
 LP0264
 LP0264                         *CURRENT SURVEY CONTROL
 LP0264  ______________________________________________________________________
 LP0264* NAD 83(1986) POSITION- 40 24 01.     (N) 112 23 38.     (W)   SCALED
 LP0264* NAVD 88 ORTHO HEIGHT -  1518.137 (meters)     4980.75  (feet) ADJUSTED
 LP0264  ______________________________________________________________________
 LP0264  GEOID HEIGHT    -        -17.527 (meters)                     GEOID18
 LP0264  DYNAMIC HEIGHT  -       1516.820 (meters)     4976.43  (feet) COMP
 LP0264  MODELED GRAVITY -    979,704.9   (mgal)                       NAVD 88
 LP0264
 LP0264  VERT ORDER      -  FIRST     CLASS I
 LP0264
 LP0264.The horizontal coordinates were scaled from a map and have
 LP0264.an estimated accuracy of +/- 6 seconds.
 LP0264
 LP0264.The orthometric height was determined by differential leveling and
 LP0264.adjusted by the NATIONAL GEODETIC SURVEY
 LP0264.in June 1991.
 LP0264
 LP0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0264.GEOID18 height accuracy estimate available here.
 LP0264
 LP0264.Click photographs - Photos may exist for this station.
 LP0264
 LP0264.The dynamic height is computed by dividing the NAVD 88
 LP0264.geopotential number by the normal gravity value computed on the
 LP0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0264.degrees latitude (g = 980.6199 gals.).
 LP0264
 LP0264.The modeled gravity was interpolated from observed gravity values.
 LP0264
 LP0264;                    North         East    Units  Estimated Accuracy
 LP0264;SPC UT C     - 2,229,850.      424,120.      MT  (+/- 180 meters Scaled)
 LP0264
 LP0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK817731(NAD 83)
 LP0264
 LP0264                          SUPERSEDED SURVEY CONTROL
 LP0264
 LP0264  NGVD 29 (??/??/92) 1516.99   (m)         4977.0    (f) COMPUTED    1 1
 LP0264
 LP0264.Superseded values are not recommended for survey control.
 LP0264
 LP0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0264.See file dsdata.pdf to determine how the superseded data were derived.
 LP0264
 LP0264_MARKER: DB = BENCH MARK DISK
 LP0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0264_STAMPING: R 175 1970
 LP0264_MARK LOGO: CGS
 LP0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0264+STABILITY: SURFACE MOTION
 LP0264
 LP0264  HISTORY     - Date     Condition        Report By
 LP0264  HISTORY     - 1970     MONUMENTED       NGS
 LP0264
 LP0264                          STATION DESCRIPTION
 LP0264
 LP0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0264'4.0 MI S FROM STOCKTON.
 LP0264'4.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM AN ASPHALT ROAD
 LP0264'CROSSING AT STOCKTON, 2 POLES NORTH OF MILE POST 738.50, 66.6 FEET
 LP0264'EAST OF THE EAST RAIL, 57.7 FEET EAST OF THE NORTHEAST CORNER OF THE
 LP0264'BASE OF SEMAPHORE SIGNAL 738.6, 1 1/2 FEET SOUTH OF A TELEPHONE POLE
 LP0264'WITH GUY WIRES, 2.0 FEET NORTH OF A WITNESS POST, 2 1/2 FEET LOWER
 LP0264'THAN THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 LP0264'SECTION 10, T 5W, R 5S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0289 ***********************************************************************
 LP0289  DESIGNATION -  R 176
 LP0289  PID         -  LP0289
 LP0289  STATE/COUNTY-  UT/TOOELE
 LP0289  COUNTRY     -  US
 LP0289  USGS QUAD   -  LOFGREEN (2017)
 LP0289
 LP0289                         *CURRENT SURVEY CONTROL
 LP0289  ______________________________________________________________________
 LP0289* NAD 83(1986) POSITION- 40 04 35.57   (N) 112 21 02.78   (W)   HD_HELD1
 LP0289* NAVD 88 ORTHO HEIGHT -  1706.016 (meters)     5597.15  (feet) ADJUSTED
 LP0289  ______________________________________________________________________
 LP0289  GEOID HEIGHT    -        -17.759 (meters)                     GEOID18
 LP0289  DYNAMIC HEIGHT  -       1704.464 (meters)     5592.06  (feet) COMP
 LP0289  MODELED GRAVITY -    979,655.6   (mgal)                       NAVD 88
 LP0289  OBS GRAVITY     -    979,655.3   (mgal)                       GRAV_OBS
 LP0289
 LP0289  VERT ORDER      -  FIRST     CLASS I
 LP0289
 LP0289.The horizontal coordinates were determined by differentially corrected
 LP0289.hand held GPS observations or other comparable positioning techniques
 LP0289.and have an estimated accuracy of +/- 3 meters.
 LP0289
 LP0289.The orthometric height was determined by differential leveling and
 LP0289.adjusted by the NATIONAL GEODETIC SURVEY
 LP0289.in June 1991.
 LP0289
 LP0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0289.GEOID18 height accuracy estimate available here.
 LP0289
 LP0289.Click photographs - Photos may exist for this station.
 LP0289
 LP0289.The dynamic height is computed by dividing the NAVD 88
 LP0289.geopotential number by the normal gravity value computed on the
 LP0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0289.degrees latitude (g = 980.6199 gals.).
 LP0289
 LP0289.The modeled gravity was interpolated from observed gravity values.
 LP0289
 LP0289.The observed gravity was obtained from relative gravimeter ties
 LP0289.to the IGSN71 gravity network.
 LP0289
 LP0289;                    North         East    Units  Estimated Accuracy
 LP0289;SPC UT C     - 2,193,875.1     427,438.3     MT  (+/- 3 meters HH1 GPS) 
 LP0289
 LP0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK8482537127(NAD 83)
 LP0289
 LP0289                          SUPERSEDED SURVEY CONTROL
 LP0289
 LP0289  NGVD 29 (??/??/92) 1704.83   (m)         5593.3    (f) COMPUTED    1 1
 LP0289
 LP0289.Superseded values are not recommended for survey control.
 LP0289
 LP0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0289.See file dsdata.pdf to determine how the superseded data were derived.
 LP0289
 LP0289_MARKER: DB = BENCH MARK DISK
 LP0289_SETTING: 66 = SET IN ROCK OUTCROP
 LP0289_STAMPING: R 176 1970
 LP0289_MARK LOGO: CGS
 LP0289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0289+STABILITY: POSITION/ELEVATION WELL
 LP0289
 LP0289  HISTORY     - Date     Condition        Report By
 LP0289  HISTORY     - 1970     MONUMENTED       NGS
 LP0289
 LP0289                          STATION DESCRIPTION
 LP0289
 LP0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0289'4.95 MI N FROM LOFGREEN.
 LP0289'4.85 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LP0289'SIGN AT LOFGREEN, THENCE 0.1 MILE EAST ALONG STATE HIGHWAY 36, AT THE
 LP0289'NORTHEAST CORNER OF THE JUNCTION OF A DIRT ROAD NORTH, 211 FEET NORTH
 LP0289'OF THE CENTER LINE OF THE HIGHWAY, 49 FEET EAST OF THE CENTER LINE OF
 LP0289'THE ROAD, 137 1/2 FEET NORTH OF THE WEST END OF A GATE, 135.0 FEET
 LP0289'NORTH OF A FENCE, ABOUT 7 1/2 FEET HIGHER THAN THE ROAD, AND SET IN
 LP0289'THE TOP OF AN OUTCROP WHICH PROJECTS 1 FOOT, 2.2 FEET SOUTH OF A
 LP0289'WITNESS POST.  SECTION 36, T 5W, R 8S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0047 ***********************************************************************
 KO0047  DESIGNATION -  R 177
 KO0047  PID         -  KO0047
 KO0047  STATE/COUNTY-  UT/JUAB
 KO0047  COUNTRY     -  US
 KO0047  USGS QUAD   -  MCINTYRE (2017)
 KO0047
 KO0047                         *CURRENT SURVEY CONTROL
 KO0047  ______________________________________________________________________
 KO0047* NAD 83(1986) POSITION- 39 50 24.     (N) 112 09 44.     (W)   SCALED
 KO0047* NAVD 88 ORTHO HEIGHT -  1707.062 (meters)     5600.59  (feet) ADJUSTED
 KO0047  ______________________________________________________________________
 KO0047  GEOID HEIGHT    -        -17.955 (meters)                     GEOID18
 KO0047  DYNAMIC HEIGHT  -       1705.421 (meters)     5595.20  (feet) COMP
 KO0047  MODELED GRAVITY -    979,605.2   (mgal)                       NAVD 88
 KO0047
 KO0047  VERT ORDER      -  FIRST     CLASS I
 KO0047
 KO0047.The horizontal coordinates were scaled from a map and have
 KO0047.an estimated accuracy of +/- 6 seconds.
 KO0047
 KO0047.The orthometric height was determined by differential leveling and
 KO0047.adjusted by the NATIONAL GEODETIC SURVEY
 KO0047.in June 1991.
 KO0047
 KO0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0047.GEOID18 height accuracy estimate available here.
 KO0047
 KO0047.Click photographs - Photos may exist for this station.
 KO0047
 KO0047.The dynamic height is computed by dividing the NAVD 88
 KO0047.geopotential number by the normal gravity value computed on the
 KO0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0047.degrees latitude (g = 980.6199 gals.).
 KO0047
 KO0047.The modeled gravity was interpolated from observed gravity values.
 KO0047
 KO0047;                    North         East    Units  Estimated Accuracy
 KO0047;SPC UT C     - 2,167,480.      443,330.      MT  (+/- 180 meters Scaled)
 KO0047
 KO0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK005106(NAD 83)
 KO0047
 KO0047                          SUPERSEDED SURVEY CONTROL
 KO0047
 KO0047.No superseded survey control is available for this station.
 KO0047
 KO0047_MARKER: DB = BENCH MARK DISK
 KO0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KO0047_SP_SET: CULVERT
 KO0047_STAMPING: R 177 1970
 KO0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0047
 KO0047  HISTORY     - Date     Condition        Report By
 KO0047  HISTORY     - 1970     MONUMENTED       NGS
 KO0047
 KO0047                          STATION DESCRIPTION
 KO0047
 KO0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0047'6.1 MI S FROM TINTIC JUNCTION.
 KO0047'6.1 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 KO0047'TINTIC JUNCTION, AT THE NORTHEAST END OF MCINTYRE SIDING, ABOUT 1/4
 KO0047'POLE SOUTHWEST OF MILEPOLE 692.50, IN THE TOP AND 1.4 FEET SOUTHWEST
 KO0047'OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL OF CULVERT
 KO0047'692.43, 20.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK,
 KO0047'AND ABOUT 9 FEET LOWER THAN THE TRACK.  SECTION 27, T11S, R3W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0020 ***********************************************************************
 KO0020  DESIGNATION -  R 178
 KO0020  PID         -  KO0020
 KO0020  STATE/COUNTY-  UT/JUAB
 KO0020  COUNTRY     -  US
 KO0020  USGS QUAD   -  TANNER CREEK NARROWS (2017)
 KO0020
 KO0020                         *CURRENT SURVEY CONTROL
 KO0020  ______________________________________________________________________
 KO0020* NAD 83(1986) POSITION- 39 38 43.     (N) 112 18 24.     (W)   SCALED
 KO0020* NAVD 88 ORTHO HEIGHT -  1510.008 (meters)     4954.08  (feet) ADJUSTED
 KO0020  ______________________________________________________________________
 KO0020  GEOID HEIGHT    -        -18.231 (meters)                     GEOID18
 KO0020  DYNAMIC HEIGHT  -       1508.650 (meters)     4949.63  (feet) COMP
 KO0020  MODELED GRAVITY -    979,674.4   (mgal)                       NAVD 88
 KO0020
 KO0020  VERT ORDER      -  FIRST     CLASS I
 KO0020
 KO0020.The horizontal coordinates were scaled from a map and have
 KO0020.an estimated accuracy of +/- 6 seconds.
 KO0020
 KO0020.The orthometric height was determined by differential leveling and
 KO0020.adjusted by the NATIONAL GEODETIC SURVEY
 KO0020.in June 1991.
 KO0020
 KO0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0020.GEOID18 height accuracy estimate available here.
 KO0020
 KO0020.Click photographs - Photos may exist for this station.
 KO0020
 KO0020.The dynamic height is computed by dividing the NAVD 88
 KO0020.geopotential number by the normal gravity value computed on the
 KO0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0020.degrees latitude (g = 980.6199 gals.).
 KO0020
 KO0020.The modeled gravity was interpolated from observed gravity values.
 KO0020
 KO0020;                    North         East    Units  Estimated Accuracy
 KO0020;SPC UT C     - 2,145,960.      430,770.      MT  (+/- 180 meters Scaled)
 KO0020
 KO0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ878892(NAD 83)
 KO0020
 KO0020                          SUPERSEDED SURVEY CONTROL
 KO0020
 KO0020.No superseded survey control is available for this station.
 KO0020
 KO0020_MARKER: DB = BENCH MARK DISK
 KO0020_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0020_SP_SET: CULVERT HEADWALL
 KO0020_STAMPING: R 178 1970
 KO0020_MARK LOGO: CGS
 KO0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0020+STABILITY: SURFACE MOTION
 KO0020
 KO0020  HISTORY     - Date     Condition        Report By
 KO0020  HISTORY     - 1970     MONUMENTED       NGS
 KO0020
 KO0020                          STATION DESCRIPTION
 KO0020
 KO0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0020'9.4 MI NE FROM LYNNDYL.
 KO0020'9.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0020'SIGN AT LYNNDYL, 8 1/2 POLES NORTHEAST OF MILEPOLE 675, 3/4-POLES
 KO0020'SOUTHWEST OF THE CROSSING OF A ROAD, AT CHAMPLIN SIDING, IN THE TOP
 KO0020'AND 1.8 FEET SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 KO0020'HEAD WALL OF CULVERT 675.23, 17.8 FEET NORTHWEST OF THE NORTHWEST RAIL
 KO0020'OF THE MAIN TRACK, AND ABOUT 3 1/2 FEET LOWER THAN THE TRACK. SECTION
 KO0020'33, T 13S, R 4W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0218 ***********************************************************************
 KO0218  DESIGNATION -  R 179
 KO0218  PID         -  KO0218
 KO0218  STATE/COUNTY-  UT/MILLARD
 KO0218  COUNTRY     -  US
 KO0218  USGS QUAD   -  HINCKLEY (2017)
 KO0218
 KO0218                         *CURRENT SURVEY CONTROL
 KO0218  ______________________________________________________________________
 KO0218* NAD 83(1986) POSITION- 39 17 53.     (N) 112 37 34.     (W)   SCALED
 KO0218* NAVD 88 ORTHO HEIGHT -  1401.493 (meters)     4598.06  (feet) ADJUSTED
 KO0218  ______________________________________________________________________
 KO0218  GEOID HEIGHT    -        -19.703 (meters)                     GEOID18
 KO0218  DYNAMIC HEIGHT  -       1400.184 (meters)     4593.77  (feet) COMP
 KO0218  MODELED GRAVITY -    979,644.7   (mgal)                       NAVD 88
 KO0218  OBS GRAVITY     -    979,644.8   (mgal)                       GRAV_OBS
 KO0218
 KO0218  VERT ORDER      -  FIRST     CLASS I
 KO0218
 KO0218.The horizontal coordinates were scaled from a map and have
 KO0218.an estimated accuracy of +/- 6 seconds.
 KO0218
 KO0218.The orthometric height was determined by differential leveling and
 KO0218.adjusted by the NATIONAL GEODETIC SURVEY
 KO0218.in June 1991.
 KO0218
 KO0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0218.GEOID18 height accuracy estimate available here.
 KO0218
 KO0218.Click photographs - Photos may exist for this station.
 KO0218
 KO0218.The dynamic height is computed by dividing the NAVD 88
 KO0218.geopotential number by the normal gravity value computed on the
 KO0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0218.degrees latitude (g = 980.6199 gals.).
 KO0218
 KO0218.The modeled gravity was interpolated from observed gravity values.
 KO0218
 KO0218.The observed gravity was obtained from relative gravimeter ties
 KO0218.to the IGSN71 gravity network.
 KO0218
 KO0218;                    North         East    Units  Estimated Accuracy
 KO0218;SPC UT C     - 2,107,710.      402,870.      MT  (+/- 180 meters Scaled)
 KO0218
 KO0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ597511(NAD 83)
 KO0218
 KO0218                          SUPERSEDED SURVEY CONTROL
 KO0218
 KO0218  NGVD 29 (??/??/92) 1400.41   (m)         4594.5    (f) COMPUTED    1 1
 KO0218
 KO0218.Superseded values are not recommended for survey control.
 KO0218
 KO0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0218.See file dsdata.pdf to determine how the superseded data were derived.
 KO0218
 KO0218_MARKER: DB = BENCH MARK DISK
 KO0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0218_STAMPING: R 179 1970
 KO0218_MARK LOGO: CGS
 KO0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0218+STABILITY: SURFACE MOTION
 KO0218
 KO0218  HISTORY     - Date     Condition        Report By
 KO0218  HISTORY     - 1970     MONUMENTED       NGS
 KO0218
 KO0218                          STATION DESCRIPTION
 KO0218
 KO0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0218'4.65 MI SW FROM DELTA.
 KO0218'4.65 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0218'AT DELTA, AT THE CROSSING OF A GRAVELED ROAD, 1 FOOT NORTHEAST OF THE
 KO0218'FIRST POLE NORTHEAST OF MILEPOLE 644.75, 81.1 FEET NORTHWEST OF THE
 KO0218'NORTHWEST RAIL, 53 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 16.6
 KO0218'FEET SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE, 1.4 FEET SOUTHWEST
 KO0218'OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE TRACK, A DISK ON THE
 KO0218'TOP OF A COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 48
 KO0218'FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST
 KO0218'PROJECTING 0.4 FOOT ABOVE THE GROUND. SECTION 34, T17S, R7W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0294 ***********************************************************************
 JM0294  DESIGNATION -  R 18
 JM0294  PID         -  JM0294
 JM0294  STATE/COUNTY-  UT/GRAND
 JM0294  COUNTRY     -  US
 JM0294  USGS QUAD   -  VALLEY CITY (2017)
 JM0294
 JM0294                         *CURRENT SURVEY CONTROL
 JM0294  ______________________________________________________________________
 JM0294* NAD 83(1986) POSITION- 38 52 01.     (N) 109 48 32.     (W)   SCALED
 JM0294* NAVD 88 ORTHO HEIGHT -  1409.717 (meters)     4625.05  (feet) ADJUSTED
 JM0294  ______________________________________________________________________
 JM0294  GEOID HEIGHT    -        -20.566 (meters)                     GEOID18
 JM0294  DYNAMIC HEIGHT  -       1408.275 (meters)     4620.32  (feet) COMP
 JM0294  MODELED GRAVITY -    979,557.1   (mgal)                       NAVD 88
 JM0294
 JM0294  VERT ORDER      -  FIRST     CLASS II
 JM0294
 JM0294.The horizontal coordinates were scaled from a map and have
 JM0294.an estimated accuracy of +/- 6 seconds.
 JM0294
 JM0294.The orthometric height was determined by differential leveling and
 JM0294.adjusted by the NATIONAL GEODETIC SURVEY
 JM0294.in June 1991.
 JM0294
 JM0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0294.GEOID18 height accuracy estimate available here.
 JM0294
 JM0294.Click photographs - Photos may exist for this station.
 JM0294
 JM0294.The dynamic height is computed by dividing the NAVD 88
 JM0294.geopotential number by the normal gravity value computed on the
 JM0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0294.degrees latitude (g = 980.6199 gals.).
 JM0294
 JM0294.The modeled gravity was interpolated from observed gravity values.
 JM0294
 JM0294;                    North         East    Units  Estimated Accuracy
 JM0294;SPC UT C     - 2,060,630.      646,770.      MT  (+/- 180 meters Scaled)
 JM0294
 JM0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ033026(NAD 83)
 JM0294
 JM0294                          SUPERSEDED SURVEY CONTROL
 JM0294
 JM0294  NGVD 29 (??/??/92) 1408.687  (m)         4621.67   (f) ADJ UNCH    1 2
 JM0294
 JM0294.Superseded values are not recommended for survey control.
 JM0294
 JM0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0294.See file dsdata.pdf to determine how the superseded data were derived.
 JM0294
 JM0294_MARKER: DB = BENCH MARK DISK
 JM0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0294_STAMPING: 4621.667 R 18 1933
 JM0294_MARK LOGO: CGS
 JM0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0294+STABILITY: SURFACE MOTION
 JM0294
 JM0294  HISTORY     - Date     Condition        Report By
 JM0294  HISTORY     - 1933     MONUMENTED       CGS
 JM0294  HISTORY     - 1934     GOOD             CGS
 JM0294  HISTORY     - 20091029 MARK NOT FOUND   GEOCAC
 JM0294
 JM0294                          STATION DESCRIPTION
 JM0294
 JM0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0294'9.4 MI S FROM THOMPSONS.
 JM0294'9.4 MILES SOUTH ALONG AN ABANDONED HIGHWAY FROM THOMPSONS, GRAND
 JM0294'COUNTY, AT VALLEY CITY, AT THE JUNCTION OF U.S. HIGHWAY 450, 90 FEET
 JM0294'SOUTH OF THE CENTERLINE OF THE ABANDONED HIGHWAY, 33 FEET WEST OF THE
 JM0294'CENTERLINE OF U.S. HIGHWAY 450, AND 4 FEET NORTH OF A FENCE CORNER. A
 JM0294'STANDARD DISK, STAMPED 4621.667 R 18 1933 AND SET IN THE TOP OF A
 JM0294'CONCRETE POST.
 JM0294
 JM0294                          STATION RECOVERY (2009)
 JM0294
 JM0294'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0294'THIS LOCATION HAS BEEN DISTURBED BY ROAD WIDENING AND REALINGMENT, AND
 JM0294'THERE IS NOW A RAILROAD ON THE NORTHEAST SIDE OF US 191.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0228 ***********************************************************************
 KO0228  DESIGNATION -  R 180
 KO0228  PID         -  KO0228
 KO0228  STATE/COUNTY-  UT/MILLARD
 KO0228  COUNTRY     -  US
 KO0228  USGS QUAD   -  NEELS (2017)
 KO0228
 KO0228                         *CURRENT SURVEY CONTROL
 KO0228  ______________________________________________________________________
 KO0228* NAD 83(1986) POSITION- 39 01 49.     (N) 112 46 31.     (W)   SCALED
 KO0228* NAVD 88 ORTHO HEIGHT -  1413.156 (meters)     4636.33  (feet) ADJUSTED
 KO0228  ______________________________________________________________________
 KO0228  GEOID HEIGHT    -        -20.055 (meters)                     GEOID18
 KO0228  DYNAMIC HEIGHT  -       1411.815 (meters)     4631.93  (feet) COMP
 KO0228  MODELED GRAVITY -    979,629.1   (mgal)                       NAVD 88
 KO0228  OBS GRAVITY     -    979,629.0   (mgal)                       GRAV_OBS
 KO0228
 KO0228  VERT ORDER      -  FIRST     CLASS I
 KO0228
 KO0228.The horizontal coordinates were scaled from a map and have
 KO0228.an estimated accuracy of +/- 6 seconds.
 KO0228
 KO0228.The orthometric height was determined by differential leveling and
 KO0228.adjusted by the NATIONAL GEODETIC SURVEY
 KO0228.in June 1991.
 KO0228
 KO0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0228.GEOID18 height accuracy estimate available here.
 KO0228
 KO0228.Click photographs - Photos may exist for this station.
 KO0228
 KO0228.The dynamic height is computed by dividing the NAVD 88
 KO0228.geopotential number by the normal gravity value computed on the
 KO0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0228.degrees latitude (g = 980.6199 gals.).
 KO0228
 KO0228.The modeled gravity was interpolated from observed gravity values.
 KO0228
 KO0228.The observed gravity was obtained from relative gravimeter ties
 KO0228.to the IGSN71 gravity network.
 KO0228
 KO0228;                    North         East    Units  Estimated Accuracy
 KO0228;SPC UT C     - 2,078,160.      389,580.      MT  (+/- 180 meters Scaled)
 KO0228
 KO0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ463216(NAD 83)
 KO0228
 KO0228                          SUPERSEDED SURVEY CONTROL
 KO0228
 KO0228  NGVD 29 (??/??/92) 1412.04   (m)         4632.7    (f) COMPUTED    1 1
 KO0228
 KO0228.Superseded values are not recommended for survey control.
 KO0228
 KO0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0228.See file dsdata.pdf to determine how the superseded data were derived.
 KO0228
 KO0228_MARKER: DB = BENCH MARK DISK
 KO0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0228_STAMPING: R 180 1970
 KO0228_MARK LOGO: CGS
 KO0228_PROJECTION: PROJECTING
 KO0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0228+STABILITY: SURFACE MOTION
 KO0228
 KO0228  HISTORY     - Date     Condition        Report By
 KO0228  HISTORY     - 1970     MONUMENTED       NGS
 KO0228
 KO0228                          STATION DESCRIPTION
 KO0228
 KO0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0228'24.9 MI SW FROM DELTA.
 KO0228'24.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0228'AT DELTA, 1 1/2 FEET NORTHEAST OF MILEPOLE 624.50, 88.4 FEET NORTHWEST
 KO0228'OF THE NORTHWEST RAIL, 29 FEET SOUTHEAST OF THE CENTER LINE OF STATE
 KO0228'HIGHWAY 257, 3.1 FEET SOUTHEAST OF A FENCE, 2.1 FEET SOUTHWEST OF A
 KO0228'WITNESS POST, ABOUT 4 1/2 FEET LOWER THAN THE TRACK, LEVEL WITH THE
 KO0228'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 KO0228'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0232 ***********************************************************************
 JO0232  DESIGNATION -  R 181
 JO0232  PID         -  JO0232
 JO0232  STATE/COUNTY-  UT/MILLARD
 JO0232  COUNTRY     -  US
 JO0232  USGS QUAD   -  CAT CANYON (2017)
 JO0232
 JO0232                         *CURRENT SURVEY CONTROL
 JO0232  ______________________________________________________________________
 JO0232* NAD 83(1986) POSITION- 38 46 02.     (N) 112 55 27.     (W)   SCALED
 JO0232* NAVD 88 ORTHO HEIGHT -  1480.795 (meters)     4858.24  (feet) ADJUSTED
 JO0232  ______________________________________________________________________
 JO0232  GEOID HEIGHT    -        -20.229 (meters)                     GEOID18
 JO0232  DYNAMIC HEIGHT  -       1479.340 (meters)     4853.47  (feet) COMP
 JO0232  MODELED GRAVITY -    979,593.2   (mgal)                       NAVD 88
 JO0232
 JO0232  VERT ORDER      -  FIRST     CLASS I
 JO0232
 JO0232.The horizontal coordinates were scaled from a map and have
 JO0232.an estimated accuracy of +/- 6 seconds.
 JO0232
 JO0232.The orthometric height was determined by differential leveling and
 JO0232.adjusted by the NATIONAL GEODETIC SURVEY
 JO0232.in June 1991.
 JO0232
 JO0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0232.GEOID18 height accuracy estimate available here.
 JO0232
 JO0232.Click photographs - Photos may exist for this station.
 JO0232
 JO0232.The dynamic height is computed by dividing the NAVD 88
 JO0232.geopotential number by the normal gravity value computed on the
 JO0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0232.degrees latitude (g = 980.6199 gals.).
 JO0232
 JO0232.The modeled gravity was interpolated from observed gravity values.
 JO0232
 JO0232;                    North         East    Units  Estimated Accuracy
 JO0232;SPC UT C     - 2,049,160.      376,220.      MT  (+/- 180 meters Scaled)
 JO0232
 JO0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH328927(NAD 83)
 JO0232
 JO0232                          SUPERSEDED SURVEY CONTROL
 JO0232
 JO0232  NGVD 29 (??/??/92) 1479.72   (m)         4854.7    (f) COMPUTED    1 1
 JO0232
 JO0232.Superseded values are not recommended for survey control.
 JO0232
 JO0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0232.See file dsdata.pdf to determine how the superseded data were derived.
 JO0232
 JO0232_MARKER: DB = BENCH MARK DISK
 JO0232_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0232_SP_SET: CULVERT HEADWALL
 JO0232_STAMPING: R 181 1970
 JO0232_MARK LOGO: CGS
 JO0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0232+STABILITY: SURFACE MOTION
 JO0232
 JO0232  HISTORY     - Date     Condition        Report By
 JO0232  HISTORY     - 1970     MONUMENTED       NGS
 JO0232
 JO0232                          STATION DESCRIPTION
 JO0232
 JO0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0232'4.45 MI NE FROM BLACK ROCK.
 JO0232'4.45 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JO0232'AT BLACK ROCK, 6 POLES SOUTHWEST OF MILEPOLE 604, 5 POLES NORTHEAST OF
 JO0232'THE CROSSING OF A ROAD, IN THE TOP AND 0.5 FOOT NORTHEAST OF THE
 JO0232'SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A CULVERT, 8.6
 JO0232'FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 1 FOOT LOWER THAN THE
 JO0232'TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0177 ***********************************************************************
 JO0177  DESIGNATION -  R 182
 JO0177  PID         -  JO0177
 JO0177  STATE/COUNTY-  UT/BEAVER
 JO0177  COUNTRY     -  US
 JO0177  USGS QUAD   -  RANCH CANYON (2017)
 JO0177
 JO0177                         *CURRENT SURVEY CONTROL
 JO0177  ______________________________________________________________________
 JO0177* NAD 83(1986) POSITION- 38 27 21.     (N) 112 59 01.     (W)   SCALED
 JO0177* NAVD 88 ORTHO HEIGHT -  1516.535 (meters)     4975.50  (feet) ADJUSTED
 JO0177  ______________________________________________________________________
 JO0177  GEOID HEIGHT    -        -20.884 (meters)                     GEOID18
 JO0177  DYNAMIC HEIGHT  -       1514.944 (meters)     4970.28  (feet) COMP
 JO0177  MODELED GRAVITY -    979,526.5   (mgal)                       NAVD 88
 JO0177  OBS GRAVITY     -    979,523.3   (mgal)                       GRAV_OBS
 JO0177
 JO0177  VERT ORDER      -  FIRST     CLASS I
 JO0177
 JO0177.The horizontal coordinates were scaled from a map and have
 JO0177.an estimated accuracy of +/- 6 seconds.
 JO0177
 JO0177.The orthometric height was determined by differential leveling and
 JO0177.adjusted by the NATIONAL GEODETIC SURVEY
 JO0177.in June 1991.
 JO0177
 JO0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0177.GEOID18 height accuracy estimate available here.
 JO0177
 JO0177.Click photographs - Photos may exist for this station.
 JO0177
 JO0177.The dynamic height is computed by dividing the NAVD 88
 JO0177.geopotential number by the normal gravity value computed on the
 JO0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0177.degrees latitude (g = 980.6199 gals.).
 JO0177
 JO0177.The modeled gravity was interpolated from observed gravity values.
 JO0177
 JO0177.The observed gravity was obtained from relative gravimeter ties
 JO0177.to the IGSN71 gravity network.
 JO0177
 JO0177;                    North         East    Units  Estimated Accuracy
 JO0177;SPC UT S     - 3,199,600.      370,500.      MT  (+/- 180 meters Scaled)
 JO0177
 JO0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH269582(NAD 83)
 JO0177
 JO0177                          SUPERSEDED SURVEY CONTROL
 JO0177
 JO0177  NGVD 29 (??/??/92) 1515.156  (m)         4970.97   (f) ADJ UNCH    1 1
 JO0177
 JO0177.Superseded values are not recommended for survey control.
 JO0177
 JO0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0177.See file dsdata.pdf to determine how the superseded data were derived.
 JO0177
 JO0177_MARKER: DB = BENCH MARK DISK
 JO0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0177_STAMPING: R 182 1970
 JO0177_MARK LOGO: CGS
 JO0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0177+STABILITY: SURFACE MOTION
 JO0177
 JO0177  HISTORY     - Date     Condition        Report By
 JO0177  HISTORY     - 1970     MONUMENTED       NGS
 JO0177  HISTORY     - 1984     GOOD             NGS
 JO0177
 JO0177                          STATION DESCRIPTION
 JO0177
 JO0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0177'4.7 MI N FROM MILFORD.
 JO0177'4.7 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JO0177'MILFORD, 0.45 MILE SOUTH OF THE CROSSING OF A GRAVELED ROAD, 1 POLE
 JO0177'SOUTH OF MILEPOLE 581.50, 87.6 FEET WEST OF THE WEST RAIL, 10.0 FEET
 JO0177'EAST OF A FENCE, 1 1/2 FEET SOUTH OF A TELEPHONE POLE, 2.3 FEET NORTH
 JO0177'OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE
 JO0177'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION
 JO0177'16, T 27S, R 10W.
 JO0177
 JO0177                          STATION RECOVERY (1984)
 JO0177
 JO0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0177'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0041 ***********************************************************************
 LP0041  DESIGNATION -  R 2
 LP0041  PID         -  LP0041
 LP0041  STATE/COUNTY-  UT/TOOELE
 LP0041  COUNTRY     -  US
 LP0041  USGS QUAD   -  STOCKTON (2017)
 LP0041
 LP0041                         *CURRENT SURVEY CONTROL
 LP0041  ______________________________________________________________________
 LP0041* NAD 83(1986) POSITION- 40 29 24.     (N) 112 20 38.     (W)   SCALED
 LP0041* NAVD 88 ORTHO HEIGHT -  1523.989 (meters)     4999.95  (feet) ADJUSTED
 LP0041  ______________________________________________________________________
 LP0041  GEOID HEIGHT    -        -17.363 (meters)                     GEOID18
 LP0041  DYNAMIC HEIGHT  -       1522.685 (meters)     4995.68  (feet) COMP
 LP0041  MODELED GRAVITY -    979,716.4   (mgal)                       NAVD 88
 LP0041
 LP0041  VERT ORDER      -  FIRST     CLASS I
 LP0041
 LP0041.The horizontal coordinates were scaled from a map and have
 LP0041.an estimated accuracy of +/- 6 seconds.
 LP0041
 LP0041.The orthometric height was determined by differential leveling and
 LP0041.adjusted by the NATIONAL GEODETIC SURVEY
 LP0041.in June 1991.
 LP0041
 LP0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0041.GEOID18 height accuracy estimate available here.
 LP0041
 LP0041.Click photographs - Photos may exist for this station.
 LP0041
 LP0041.The dynamic height is computed by dividing the NAVD 88
 LP0041.geopotential number by the normal gravity value computed on the
 LP0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0041.degrees latitude (g = 980.6199 gals.).
 LP0041
 LP0041.The modeled gravity was interpolated from observed gravity values.
 LP0041
 LP0041;                    North         East    Units  Estimated Accuracy
 LP0041;SPC UT C     - 2,239,770.      428,460.      MT  (+/- 180 meters Scaled)
 LP0041
 LP0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK861830(NAD 83)
 LP0041
 LP0041                          SUPERSEDED SURVEY CONTROL
 LP0041
 LP0041  NGVD 29 (??/??/92) 1522.847  (m)         4996.21   (f) ADJ UNCH    1 1
 LP0041
 LP0041.Superseded values are not recommended for survey control.
 LP0041
 LP0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0041.See file dsdata.pdf to determine how the superseded data were derived.
 LP0041
 LP0041_MARKER: B = BOLT
 LP0041_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0041_SP_SET: CULVERT HEADWALL
 LP0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0041+STABILITY: SURFACE MOTION
 LP0041
 LP0041  HISTORY     - Date     Condition        Report By
 LP0041  HISTORY     - 1908     MONUMENTED       CGS
 LP0041  HISTORY     - 1934     GOOD             CGS
 LP0041  HISTORY     - 1970     GOOD             NGS
 LP0041  HISTORY     - 1988     GOOD             USPSQD
 LP0041
 LP0041                          STATION DESCRIPTION
 LP0041
 LP0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0041'3 MI N FROM STOCKTON.
 LP0041'ABOUT 3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM STOCKTON,
 LP0041'TOOELE COUNTY, AT CULVERT 745.68, IN THE NORTH END OF THE EAST HEAD
 LP0041'WALL, AND ABOUT 12 FEET EAST OF THE CENTER LINE OF TRACK.  A COPPER
 LP0041'BOLT SURROUNDED BY THE LETTERS US.
 LP0041
 LP0041                          STATION RECOVERY (1970)
 LP0041
 LP0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LP0041'2.6 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LP0041'WARNER, 2 POLES SOUTH OF MILE POST 745.75, IN THE TOP AND 1.2 FEET
 LP0041'SOUTH OF THE NORTH END OF THE EAST HEAD WALL OF CULVERT 745.65, 0.4
 LP0041'FOOT WEST OF THE EAST EDGE OF THE HEAD WALL, 10.2 FEET EAST OF THE
 LP0041'EAST RAIL AND ABOUT 2 1/2 FEET LOWER THAN THE TRACK.  THE BOLT IS
 LP0041'SURROUNDES BY THE LETTERS U S CUT IN THE CONCRETE.  SEC 7, T 4W, R 4S.
 LP0041
 LP0041                          STATION RECOVERY (1988)
 LP0041
 LP0041'RECOVERY NOTE BY US POWER SQUADRON 1988 (TM)
 LP0041'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0241 ***********************************************************************
 JM0241  DESIGNATION -  R 20
 JM0241  PID         -  JM0241
 JM0241  STATE/COUNTY-  UT/SAN JUAN
 JM0241  COUNTRY     -  US
 JM0241  USGS QUAD   -  LA SAL JUNCTION (2017)
 JM0241
 JM0241                         *CURRENT SURVEY CONTROL
 JM0241  ______________________________________________________________________
 JM0241* NAD 83(1986) POSITION- 38 17 23.     (N) 109 22 42.     (W)   SCALED
 JM0241* NAVD 88 ORTHO HEIGHT -  1859.562 (meters)     6100.91  (feet) ADJUSTED
 JM0241  ______________________________________________________________________
 JM0241  GEOID HEIGHT    -        -18.958 (meters)                     GEOID18
 JM0241  DYNAMIC HEIGHT  -       1857.486 (meters)     6094.10  (feet) COMP
 JM0241  MODELED GRAVITY -    979,446.4   (mgal)                       NAVD 88
 JM0241
 JM0241  VERT ORDER      -  FIRST     CLASS II
 JM0241
 JM0241.The horizontal coordinates were scaled from a map and have
 JM0241.an estimated accuracy of +/- 6 seconds.
 JM0241
 JM0241.The orthometric height was determined by differential leveling and
 JM0241.adjusted by the NATIONAL GEODETIC SURVEY
 JM0241.in June 1991.
 JM0241
 JM0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0241.GEOID18 height accuracy estimate available here.
 JM0241
 JM0241.Click photographs - Photos may exist for this station.
 JM0241
 JM0241.The dynamic height is computed by dividing the NAVD 88
 JM0241.geopotential number by the normal gravity value computed on the
 JM0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0241.degrees latitude (g = 980.6199 gals.).
 JM0241
 JM0241.The modeled gravity was interpolated from observed gravity values.
 JM0241
 JM0241;                    North         East    Units  Estimated Accuracy
 JM0241;SPC UT S     - 3,182,240.      685,600.      MT  (+/- 180 meters Scaled)
 JM0241
 JM0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH418392(NAD 83)
 JM0241
 JM0241                          SUPERSEDED SURVEY CONTROL
 JM0241
 JM0241  NGVD 29 (??/??/92) 1858.490  (m)         6097.40   (f) ADJ UNCH    1 2
 JM0241
 JM0241.Superseded values are not recommended for survey control.
 JM0241
 JM0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0241.See file dsdata.pdf to determine how the superseded data were derived.
 JM0241
 JM0241_MARKER: DB = BENCH MARK DISK
 JM0241_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JM0241_SP_SET: CULVERT HEADWALL
 JM0241_STAMPING: 6097.396 R 20 1933
 JM0241_MARK LOGO: CGS
 JM0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0241+STABILITY: SURFACE MOTION
 JM0241
 JM0241  HISTORY     - Date     Condition        Report By
 JM0241  HISTORY     - 1933     MONUMENTED       CGS
 JM0241  HISTORY     - 1954     GOOD             CGS
 JM0241  HISTORY     - 1982     GOOD             USGS
 JM0241
 JM0241                          STATION DESCRIPTION
 JM0241
 JM0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JM0241'25.8 MI SE FROM MOAB.
 JM0241'IN SAN JUAN COUNTY, 25.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 160 FROM
 JM0241'THE COURTHOUSE AT MOAB, GRAND COUNTY, 1.2 MILES SOUTHEAST OF LASAL
 JM0241'JUNCTION, 550 FEET NORTH OF A WOODEN BRIDGE, AT A 24-INCH CULVERT, AND
 JM0241'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL.  A STANDARD
 JM0241'DISK, STAMPED 6097.396 R 20 1933.  NOTE-- HWY 450 HAS BEEN CHANGED TO
 JM0241'U.S. HIGHWAY 160.
 JM0241
 JM0241                          STATION RECOVERY (1982)
 JM0241
 JM0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0241'MOAB, UTAH 24.35 MILES SOUTHEAST ALONG HWY. 191 FROM THE CORNER OF
 JM0241'MAIN AND CENTER STREETS IN MOAB, UTAH. 2.05 MILES SOUTHEAST ALONG
 JM0241'U.S. HWY. 191 FROM LA SAL JCT., AT A 24 INCH CULVERT AND IN THE TOP
 JM0241'OF THE EAST END OF THE SOUTH CONCRETE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0154 ***********************************************************************
 HM0154  DESIGNATION -  R 21
 HM0154  PID         -  HM0154
 HM0154  STATE/COUNTY-  UT/SAN JUAN
 HM0154  COUNTRY     -  US
 HM0154  USGS QUAD   -  MONTICELLO NORTH (2017)
 HM0154
 HM0154                         *CURRENT SURVEY CONTROL
 HM0154  ______________________________________________________________________
 HM0154* NAD 83(1986) POSITION- 37 54 58.     (N) 109 20 47.     (W)   SCALED
 HM0154* NAVD 88 ORTHO HEIGHT -  2134.636 (meters)     7003.38  (feet) ADJUSTED
 HM0154  ______________________________________________________________________
 HM0154  GEOID HEIGHT    -        -18.754 (meters)                     GEOID18
 HM0154  DYNAMIC HEIGHT  -       2132.082 (meters)     6995.01  (feet) COMP
 HM0154  MODELED GRAVITY -    979,356.4   (mgal)                       NAVD 88
 HM0154
 HM0154  VERT ORDER      -  FIRST     CLASS II
 HM0154
 HM0154.The horizontal coordinates were scaled from a map and have
 HM0154.an estimated accuracy of +/- 6 seconds.
 HM0154
 HM0154.The orthometric height was determined by differential leveling and
 HM0154.adjusted by the NATIONAL GEODETIC SURVEY
 HM0154.in June 1991.
 HM0154
 HM0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0154.GEOID18 height accuracy estimate available here.
 HM0154
 HM0154.Click photographs - Photos may exist for this station.
 HM0154
 HM0154.The dynamic height is computed by dividing the NAVD 88
 HM0154.geopotential number by the normal gravity value computed on the
 HM0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0154.degrees latitude (g = 980.6199 gals.).
 HM0154
 HM0154.The modeled gravity was interpolated from observed gravity values.
 HM0154
 HM0154;                    North         East    Units  Estimated Accuracy
 HM0154;SPC UT S     - 3,140,850.      689,350.      MT  (+/- 180 meters Scaled)
 HM0154
 HM0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG453977(NAD 83)
 HM0154
 HM0154                          SUPERSEDED SURVEY CONTROL
 HM0154
 HM0154  NGVD 29 (??/??/92) 2133.475  (m)         6999.58   (f) ADJ UNCH    1 2
 HM0154
 HM0154.Superseded values are not recommended for survey control.
 HM0154
 HM0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0154.See file dsdata.pdf to determine how the superseded data were derived.
 HM0154
 HM0154_MARKER: DB = BENCH MARK DISK
 HM0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0154_STAMPING: 6999.576 R 21 1933
 HM0154_MARK LOGO: CGS
 HM0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0154+STABILITY: SURFACE MOTION
 HM0154
 HM0154  HISTORY     - Date     Condition        Report By
 HM0154  HISTORY     - 1933     MONUMENTED       CGS
 HM0154  HISTORY     - 1934     GOOD             CGS
 HM0154  HISTORY     - 1980     MARK NOT FOUND   USGS
 HM0154  HISTORY     - 1980     MARK NOT FOUND   USGS
 HM0154
 HM0154                          STATION DESCRIPTION
 HM0154
 HM0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0154'3.2 MI N FROM MONTICELLO.
 HM0154'3.2 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 HM0154'MONTICELLO, SAN JUAN COUNTY, 20 FEET SOUTH OF THE JUNCTION OF A ROAD
 HM0154'LEADING WEST, 45 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2
 HM0154'FEET EAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED 6999.576 R 21
 HM0154'1933 AND SET IN THE TOP OF A CONCRETE POST.
 HM0154
 HM0154                          STATION RECOVERY (1980)
 HM0154
 HM0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0154'MARK NOT FOUND.
 HM0154
 HM0154                          STATION RECOVERY (1980)
 HM0154
 HM0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0154'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0175 ***********************************************************************
 HM0175  DESIGNATION -  R 22
 HM0175  PID         -  HM0175
 HM0175  STATE/COUNTY-  UT/SAN JUAN
 HM0175  COUNTRY     -  US
 HM0175  USGS QUAD   -  BLANDING SOUTH (2017)
 HM0175
 HM0175                         *CURRENT SURVEY CONTROL
 HM0175  ______________________________________________________________________
 HM0175* NAD 83(1986) POSITION- 37 37 17.13   (N) 109 28 42.60   (W)   HD_HELD1
 HM0175* NAVD 88 ORTHO HEIGHT -  1856.679 (meters)     6091.45  (feet) ADJUSTED
 HM0175  ______________________________________________________________________
 HM0175  GEOID HEIGHT    -        -19.839 (meters)                     GEOID18
 HM0175  DYNAMIC HEIGHT  -       1854.498 (meters)     6084.30  (feet) COMP
 HM0175  MODELED GRAVITY -    979,388.9   (mgal)                       NAVD 88
 HM0175
 HM0175  VERT ORDER      -  FIRST     CLASS II
 HM0175
 HM0175.The horizontal coordinates were determined by differentially corrected
 HM0175.hand held GPS observations or other comparable positioning techniques
 HM0175.and have an estimated accuracy of +/- 3 meters.
 HM0175
 HM0175.The orthometric height was determined by differential leveling and
 HM0175.adjusted by the NATIONAL GEODETIC SURVEY
 HM0175.in June 1991.
 HM0175
 HM0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0175.GEOID18 height accuracy estimate available here.
 HM0175
 HM0175.Click photographs - Photos may exist for this station.
 HM0175
 HM0175.The dynamic height is computed by dividing the NAVD 88
 HM0175.geopotential number by the normal gravity value computed on the
 HM0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0175.degrees latitude (g = 980.6199 gals.).
 HM0175
 HM0175.The modeled gravity was interpolated from observed gravity values.
 HM0175
 HM0175;                    North         East    Units  Estimated Accuracy
 HM0175;SPC UT S     - 3,107,890.8     678,440.3     MT  (+/- 3 meters HH1 GPS) 
 HM0175
 HM0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3427164901(NAD 83)
 HM0175
 HM0175                          SUPERSEDED SURVEY CONTROL
 HM0175
 HM0175  NGVD 29 (??/??/92) 1855.599  (m)         6087.91   (f) ADJ UNCH    1 2
 HM0175
 HM0175.Superseded values are not recommended for survey control.
 HM0175
 HM0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0175.See file dsdata.pdf to determine how the superseded data were derived.
 HM0175
 HM0175_MARKER: DB = BENCH MARK DISK
 HM0175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HM0175_SP_SET: BANNISTER
 HM0175_STAMPING: R 22 1933 6087.911
 HM0175_MARK LOGO: CGS
 HM0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0175
 HM0175  HISTORY     - Date     Condition        Report By
 HM0175  HISTORY     - 1933     MONUMENTED       CGS
 HM0175  HISTORY     - 1966     POOR             CGS
 HM0175  HISTORY     - 1979     GOOD             NGS
 HM0175  HISTORY     - 1979     GOOD             NGS
 HM0175
 HM0175                          STATION DESCRIPTION
 HM0175
 HM0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 HM0175'IN BLANDING.
 HM0175'AT BLANDING, SAN JUAN COUNTY, ON STATE HIGHWAY 47, 3 BLOCKS SOUTH OF
 HM0175'THE INTERSECTION OF MAIN STREET AND CENTER STREET, IN THE EAST
 HM0175'BANNISTER ON THE SOUTH END OF THE CHURCH OF THE LATTER DAY SAINTS, A
 HM0175'STANDARD DISK STAMPED R 22 1933 6087.911.  IT IS 4 FEET ABOVE THE
 HM0175'SIDEWALK.  THE BANNISTER HAS SEPARATED FROM THE BUILDING AND HAS
 HM0175'APPERANTLY LET THE MARK SETTLE.  A CHECK LINE WAS DOUBLE RUN AND
 HM0175'MISSED THE PUBLISHED ELEVATION BY 7.5 MM IN 0.3 KM.  DUE TO THE NATURE
 HM0175'OF THIS PROJECT NO FURTHER LEVELING WAS DONE.
 HM0175
 HM0175                          STATION RECOVERY (1979)
 HM0175
 HM0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0175'RECOVERED IN GOOD CONDITION.
 HM0175
 HM0175                          STATION RECOVERY (1979)
 HM0175
 HM0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0175'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0116 ***********************************************************************
 JO0116  DESIGNATION -  R 231
 JO0116  PID         -  JO0116
 JO0116  STATE/COUNTY-  UT/BEAVER
 JO0116  COUNTRY     -  US
 JO0116  USGS QUAD   -  SHELLY BALDY PEAK (2017)
 JO0116
 JO0116                         *CURRENT SURVEY CONTROL
 JO0116  ______________________________________________________________________
 JO0116* NAD 83(1986) POSITION- 38 17 35.     (N) 112 24 32.     (W)   SCALED
 JO0116* NAVD 88 ORTHO HEIGHT -  2657.555 (meters)     8719.00  (feet) ADJUSTED
 JO0116  ______________________________________________________________________
 JO0116  GEOID HEIGHT    -        -19.035 (meters)                     GEOID18
 JO0116  DYNAMIC HEIGHT  -       2654.096 (meters)     8707.65  (feet) COMP
 JO0116  MODELED GRAVITY -    979,230.8   (mgal)                       NAVD 88
 JO0116
 JO0116  VERT ORDER      -  SECOND    CLASS 0
 JO0116
 JO0116.The horizontal coordinates were scaled from a map and have
 JO0116.an estimated accuracy of +/- 6 seconds.
 JO0116
 JO0116.The orthometric height was determined by differential leveling and
 JO0116.adjusted by the NATIONAL GEODETIC SURVEY
 JO0116.in June 1991.
 JO0116
 JO0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0116.GEOID18 height accuracy estimate available here.
 JO0116
 JO0116.Click photographs - Photos may exist for this station.
 JO0116
 JO0116.The dynamic height is computed by dividing the NAVD 88
 JO0116.geopotential number by the normal gravity value computed on the
 JO0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0116.degrees latitude (g = 980.6199 gals.).
 JO0116
 JO0116.The modeled gravity was interpolated from observed gravity values.
 JO0116
 JO0116;                    North         East    Units  Estimated Accuracy
 JO0116;SPC UT S     - 3,180,890.      420,490.      MT  (+/- 180 meters Scaled)
 JO0116
 JO0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH767392(NAD 83)
 JO0116
 JO0116                          SUPERSEDED SURVEY CONTROL
 JO0116
 JO0116  NGVD 29 (??/??/92) 2656.024  (m)         8713.97   (f) ADJ UNCH    2 0
 JO0116
 JO0116.Superseded values are not recommended for survey control.
 JO0116
 JO0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0116.See file dsdata.pdf to determine how the superseded data were derived.
 JO0116
 JO0116_MARKER: DB = BENCH MARK DISK
 JO0116_SETTING: 66 = SET IN ROCK OUTCROP
 JO0116_STAMPING: R 231 1935
 JO0116_MARK LOGO: CGS
 JO0116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0116+STABILITY: POSITION/ELEVATION WELL
 JO0116
 JO0116  HISTORY     - Date     Condition        Report By
 JO0116  HISTORY     - 1935     MONUMENTED       CGS
 JO0116  HISTORY     - 1975     GOOD             USGS
 JO0116
 JO0116                          STATION DESCRIPTION
 JO0116
 JO0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0116'16.5 MI E FROM BEAVER.
 JO0116'ABOUT 16.5 MILES EAST ALONG STATE HIGHWAY 21 FROM BEAVER, BEAVER
 JO0116'COUNTY, ABOUT 0.5 MILE WEST OF THE DELANO CIVILIAN CONSERVATION CORPS
 JO0116'CAMP, AT A ROAD JUNCTION, 11 FEET NORTH OF A ROCK OUTCROP.  A STANDARD
 JO0116'DISK, STAMPED R 231 1935.
 JO0116
 JO0116                          STATION RECOVERY (1975)
 JO0116
 JO0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0116'ABOUT 19.75 MILES EAST ALONG STATE HWY 153 FROM BEAVER, BEAVER
 JO0116'COUNTY, THENCE 0.30 MILE SOUTHWEST ALONG TRACK ROAD. 75 FEET WEST OF
 JO0116'Y-RD., 12 FEET NORTHWEST OF CENTER LINE OF ROAD, AND IN A ROCK LEDGE.
 JO0116'A STANDARD DISK STAMPED R 231 1935.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0171 ***********************************************************************
 HN0171  DESIGNATION -  R 24
 HN0171  PID         -  HN0171
 HN0171  STATE/COUNTY-  UT/SAN JUAN
 HN0171  COUNTRY     -  US
 HN0171  USGS QUAD   -  MONUMENT PASS (2017)
 HN0171
 HN0171                         *CURRENT SURVEY CONTROL
 HN0171  ______________________________________________________________________
 HN0171* NAD 83(1986) POSITION- 37 05 03.     (N) 110 01 09.     (W)   SCALED
 HN0171* NAVD 88 ORTHO HEIGHT -  1571.452 (meters)     5155.67  (feet) ADJUSTED
 HN0171  ______________________________________________________________________
 HN0171  GEOID HEIGHT    -        -21.088 (meters)                     GEOID18
 HN0171  DYNAMIC HEIGHT  -       1569.630 (meters)     5149.69  (feet) COMP
 HN0171  MODELED GRAVITY -    979,416.3   (mgal)                       NAVD 88
 HN0171
 HN0171  VERT ORDER      -  FIRST     CLASS II
 HN0171
 HN0171.The horizontal coordinates were scaled from a map and have
 HN0171.an estimated accuracy of +/- 6 seconds.
 HN0171
 HN0171.The orthometric height was determined by differential leveling and
 HN0171.adjusted by the NATIONAL GEODETIC SURVEY
 HN0171.in June 1991.
 HN0171
 HN0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0171.GEOID18 height accuracy estimate available here.
 HN0171
 HN0171.Click photographs - Photos may exist for this station.
 HN0171
 HN0171.The dynamic height is computed by dividing the NAVD 88
 HN0171.geopotential number by the normal gravity value computed on the
 HN0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0171.degrees latitude (g = 980.6199 gals.).
 HN0171
 HN0171.The modeled gravity was interpolated from observed gravity values.
 HN0171
 HN0171;                    North         East    Units  Estimated Accuracy
 HN0171;SPC UT S     - 3,047,380.      631,660.      MT  (+/- 180 meters Scaled)
 HN0171
 HN0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG871046(NAD 83)
 HN0171
 HN0171                          SUPERSEDED SURVEY CONTROL
 HN0171
 HN0171  NGVD 29 (??/??/92) 1570.500  (m)         5152.55   (f) ADJ UNCH    1 2
 HN0171
 HN0171.Superseded values are not recommended for survey control.
 HN0171
 HN0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0171.See file dsdata.pdf to determine how the superseded data were derived.
 HN0171
 HN0171_MARKER: DB = BENCH MARK DISK
 HN0171_SETTING: 66 = SET IN ROCK OUTCROP
 HN0171_STAMPING: 5152.549 R 24 1933
 HN0171_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0171+STABILITY: POSITION/ELEVATION WELL
 HN0171
 HN0171  HISTORY     - Date     Condition        Report By
 HN0171  HISTORY     - 1933     MONUMENTED       CGS
 HN0171  HISTORY     - 1934     GOOD             CGS
 HN0171  HISTORY     - 1983     MARK NOT FOUND   NGS
 HN0171  HISTORY     - 19860213 GOOD             USGS
 HN0171
 HN0171                          STATION DESCRIPTION
 HN0171
 HN0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HN0171'11.7 MI SW FROM MEXICAN HAT.
 HN0171'11.7 MILES SOUTHWEST ALONG THE ROAD TO KAYENTA FROM THE NEVILLS STONE
 HN0171'HOUSE AT MEXICAN HAT, SAN JUAN COUNTY, 11.1 MILES SOUTHWEST OF THE SAN
 HN0171'JUAN RIVER BRIDGE, ON THE NORTH SLOPE OF A SPUR ON THE WEST SIDE OF A
 HN0171'BROAD FLAT VALLEY, 10 YARDS NORTH OF A WASH DRAINING NORTHEAST, 25
 HN0171'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND IN SANDSTONE
 HN0171'BEDROCK.  A STANDARD DISK, STAMPED 5152.549 R 24 1933.
 HN0171
 HN0171                          STATION RECOVERY (1983)
 HN0171
 HN0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0171'MARK NOT FOUND.
 HN0171
 HN0171                          STATION RECOVERY (1986)
 HN0171
 HN0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RV)
 HN0171'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0168 ***********************************************************************
 JN0168  DESIGNATION -  R 25
 JN0168  PID         -  JN0168
 JN0168  STATE/COUNTY-  UT/WAYNE
 JN0168  COUNTRY     -  US
 JN0168  USGS QUAD   -  TWIN ROCKS (2017)
 JN0168
 JN0168                         *CURRENT SURVEY CONTROL
 JN0168  ______________________________________________________________________
 JN0168* NAD 83(1986) POSITION- 38 18 30.80   (N) 111 17 51.06   (W)   HD_HELD1
 JN0168* NAVD 88 ORTHO HEIGHT -  1871.325 (meters)     6139.51  (feet) ADJUSTED
 JN0168  ______________________________________________________________________
 JN0168  GEOID HEIGHT    -        -18.484 (meters)                     GEOID18
 JN0168  DYNAMIC HEIGHT  -       1869.252 (meters)     6132.70  (feet) COMP
 JN0168  MODELED GRAVITY -    979,454.4   (mgal)                       NAVD 88
 JN0168
 JN0168  VERT ORDER      -  FIRST     CLASS II
 JN0168
 JN0168.The horizontal coordinates were determined by differentially corrected
 JN0168.hand held GPS observations or other comparable positioning techniques
 JN0168.and have an estimated accuracy of +/- 3 meters.
 JN0168
 JN0168.The orthometric height was determined by differential leveling and
 JN0168.adjusted by the NATIONAL GEODETIC SURVEY
 JN0168.in June 1991.
 JN0168
 JN0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0168.GEOID18 height accuracy estimate available here.
 JN0168
 JN0168.Click photographs - Photos may exist for this station.
 JN0168
 JN0168.The dynamic height is computed by dividing the NAVD 88
 JN0168.geopotential number by the normal gravity value computed on the
 JN0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0168.degrees latitude (g = 980.6199 gals.).
 JN0168
 JN0168.The modeled gravity was interpolated from observed gravity values.
 JN0168
 JN0168;                    North         East    Units  Estimated Accuracy
 JN0168;SPC UT S     - 3,182,246.9     517,709.7     MT  (+/- 3 meters HH1 GPS) 
 JN0168
 JN0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH7398840092(NAD 83)
 JN0168
 JN0168                          SUPERSEDED SURVEY CONTROL
 JN0168
 JN0168  NGVD 29 (??/??/92) 1870.149  (m)         6135.65   (f) ADJ UNCH    1 2
 JN0168
 JN0168.Superseded values are not recommended for survey control.
 JN0168
 JN0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0168.See file dsdata.pdf to determine how the superseded data were derived.
 JN0168
 JN0168_MARKER: DB = BENCH MARK DISK
 JN0168_SETTING: 66 = SET IN ROCK OUTCROP
 JN0168_STAMPING: R 25 1934
 JN0168_MARK LOGO: CGS
 JN0168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0168+STABILITY: POSITION/ELEVATION WELL
 JN0168
 JN0168  HISTORY     - Date     Condition        Report By
 JN0168  HISTORY     - 1934     MONUMENTED       CGS
 JN0168  HISTORY     - 1979     GOOD             USGS
 JN0168
 JN0168                          STATION DESCRIPTION
 JN0168
 JN0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0168'3.5 MI W FROM FRUITA.
 JN0168'3.5 MILES WEST ALONG STATE HIGHWAY 24 FROM FRUITA, WAYNE COUNTY, AT
 JN0168'THE MIDDLE OF A U-CURVE IN THE HIGHWAY, 45 FEET SOUTH OF THE
 JN0168'CENTERLINE OF THE HIGHWAY, 35 FEET WEST OF A SMALL PINE TREE, AND IN
 JN0168'THE TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED R 25 1934.
 JN0168
 JN0168                          STATION RECOVERY (1979)
 JN0168
 JN0168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JN0168'TO REACH FROM THE MORMON CHURCH IN TORREY GO E. ON STATE HWY. 24 FOR
 JN0168'11.9 MILES TO SLIGHT BEND IN HWY., 167 FT. S. OF CTR. LINE OF HWY.,
 JN0168'SET IN TOP OF ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0258 ***********************************************************************
 LN0258  DESIGNATION -  R 26
 LN0258  PID         -  LN0258
 LN0258  STATE/COUNTY-  UT/UINTAH
 LN0258  COUNTRY     -  US
 LN0258  USGS QUAD   -  BONANZA (2017)
 LN0258
 LN0258                         *CURRENT SURVEY CONTROL
 LN0258  ______________________________________________________________________
 LN0258* NAD 83(1986) POSITION- 40 01 10.     (N) 109 10 30.     (W)   SCALED
 LN0258* NAVD 88 ORTHO HEIGHT -  1664.147 (meters)     5459.79  (feet) ADJUSTED
 LN0258  ______________________________________________________________________
 LN0258  GEOID HEIGHT    -        -17.224 (meters)                     GEOID18
 LN0258  DYNAMIC HEIGHT  -       1662.584 (meters)     5454.66  (feet) COMP
 LN0258  MODELED GRAVITY -    979,628.4   (mgal)                       NAVD 88
 LN0258
 LN0258  VERT ORDER      -  FIRST     CLASS II
 LN0258
 LN0258.The horizontal coordinates were scaled from a map and have
 LN0258.an estimated accuracy of +/- 6 seconds.
 LN0258
 LN0258.The orthometric height was determined by differential leveling and
 LN0258.adjusted by the NATIONAL GEODETIC SURVEY
 LN0258.in June 1991.
 LN0258
 LN0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0258.GEOID18 height accuracy estimate available here.
 LN0258
 LN0258.Click photographs - Photos may exist for this station.
 LN0258
 LN0258.The dynamic height is computed by dividing the NAVD 88
 LN0258.geopotential number by the normal gravity value computed on the
 LN0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0258.degrees latitude (g = 980.6199 gals.).
 LN0258
 LN0258.The modeled gravity was interpolated from observed gravity values.
 LN0258
 LN0258;                    North         East    Units  Estimated Accuracy
 LN0258;SPC UT C     - 2,189,770.      698,440.      MT  (+/- 180 meters Scaled)
 LN0258
 LN0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK557315(NAD 83)
 LN0258
 LN0258                          SUPERSEDED SURVEY CONTROL
 LN0258
 LN0258  NGVD 29 (??/??/92) 1662.930  (m)         5455.80   (f) ADJ UNCH    1 2
 LN0258
 LN0258.Superseded values are not recommended for survey control.
 LN0258
 LN0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0258.See file dsdata.pdf to determine how the superseded data were derived.
 LN0258
 LN0258_MARKER: DB = BENCH MARK DISK
 LN0258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LN0258_SP_SET: FOUNDATION
 LN0258_STAMPING: 5455.796 R 26 1933
 LN0258_MARK LOGO: CGS
 LN0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LN0258+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2018
 LN0258
 LN0258  HISTORY     - Date     Condition        Report By
 LN0258  HISTORY     - 1933     MONUMENTED       CGS
 LN0258  HISTORY     - 1969     GOOD             CGS
 LN0258  HISTORY     - 1981     MARK NOT FOUND   NGS
 LN0258  HISTORY     - 19980612 GOOD             NGS
 LN0258  HISTORY     - 20100802 GOOD             NGS
 LN0258  HISTORY     - 20180818 GOOD             NGS
 LN0258
 LN0258                          STATION DESCRIPTION
 LN0258
 LN0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0258'IN BONANZA.
 LN0258'AT BONANZA, UINTAH COUNTY, ABOUT 400 FEET NORTH OF A GILSONITE SEAM,
 LN0258'AT A CONCRETE-BLOCK WASHROOM BUILDING, ON THE EAST SIDE OF THE DOOR,
 LN0258'IN THE SOUTH FACE OF THE CONCRETE FOUNDATION, AND ABOUT 8 INCHES
 LN0258'HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED 5455.796 R 26 1933
 LN0258'AND SET VERTICALLY.
 LN0258
 LN0258                          STATION RECOVERY (1969)
 LN0258
 LN0258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LN0258'RECOVERED IN GOOD CONDITION.
 LN0258
 LN0258                          STATION RECOVERY (1981)
 LN0258
 LN0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LN0258'MARK NOT FOUND.
 LN0258
 LN0258                          STATION RECOVERY (1998)
 LN0258
 LN0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DW)
 LN0258'SITE AT WAREHOUSE BLDG. OF AMERICAN/GILSONITE MINE HEADQUARTERS.  THIS
 LN0258'IS GRAVITY BASE STATION 'BONANZA', DOD 4618-1, IGB 15509 .
 LN0258
 LN0258                          STATION RECOVERY (2010)
 LN0258
 LN0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (DW)
 LN0258'DISK IS NOW AT GRASS LEVEL.
 LN0258
 LN0258                          STATION RECOVERY (2018)
 LN0258
 LN0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 LN0258'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0312 ***********************************************************************
 LN0312  DESIGNATION -  R 27
 LN0312  PID         -  LN0312
 LN0312  STATE/COUNTY-  UT/UINTAH
 LN0312  COUNTRY     -  US
 LN0312  USGS QUAD   -  VERNAL NE (2017)
 LN0312
 LN0312                         *CURRENT SURVEY CONTROL
 LN0312  ______________________________________________________________________
 LN0312* NAD 83(1986) POSITION- 40 26 51.     (N) 109 30 03.     (W)   SCALED
 LN0312* NAVD 88 ORTHO HEIGHT -  1594.201 (meters)     5230.31  (feet) ADJUSTED
 LN0312  ______________________________________________________________________
 LN0312  GEOID HEIGHT    -        -16.846 (meters)                     GEOID18
 LN0312  DYNAMIC HEIGHT  -       1592.739 (meters)     5225.51  (feet) COMP
 LN0312  MODELED GRAVITY -    979,653.0   (mgal)                       NAVD 88
 LN0312
 LN0312  VERT ORDER      -  FIRST     CLASS II
 LN0312
 LN0312.The horizontal coordinates were scaled from a map and have
 LN0312.an estimated accuracy of +/- 6 seconds.
 LN0312
 LN0312.The orthometric height was determined by differential leveling and
 LN0312.adjusted by the NATIONAL GEODETIC SURVEY
 LN0312.in June 1991.
 LN0312
 LN0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0312.GEOID18 height accuracy estimate available here.
 LN0312
 LN0312.Click photographs - Photos may exist for this station.
 LN0312
 LN0312.The dynamic height is computed by dividing the NAVD 88
 LN0312.geopotential number by the normal gravity value computed on the
 LN0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0312.degrees latitude (g = 980.6199 gals.).
 LN0312
 LN0312.The modeled gravity was interpolated from observed gravity values.
 LN0312
 LN0312;                    North         East    Units  Estimated Accuracy
 LN0312;SPC UT C     - 2,236,610.      669,580.      MT  (+/- 180 meters Scaled)
 LN0312
 LN0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK271785(NAD 83)
 LN0312
 LN0312                          SUPERSEDED SURVEY CONTROL
 LN0312
 LN0312  NGVD 29 (??/??/92) 1592.958  (m)         5226.23   (f) ADJ UNCH    1 2
 LN0312
 LN0312.Superseded values are not recommended for survey control.
 LN0312
 LN0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0312.See file dsdata.pdf to determine how the superseded data were derived.
 LN0312
 LN0312_MARKER: DB = BENCH MARK DISK
 LN0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0312_STAMPING: 5226.230 R 27 1933
 LN0312_MARK LOGO: CGS
 LN0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0312+STABILITY: SURFACE MOTION
 LN0312
 LN0312  HISTORY     - Date     Condition        Report By
 LN0312  HISTORY     - 1933     MONUMENTED       CGS
 LN0312  HISTORY     - 1955     GOOD             CGS
 LN0312  HISTORY     - 1964     GOOD             USGS
 LN0312  HISTORY     - 1981     MARK NOT FOUND   NGS
 LN0312  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0312
 LN0312                          STATION DESCRIPTION
 LN0312
 LN0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 LN0312'1.8 MI SE FROM VERNAL.
 LN0312'1.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LN0312'VERNAL, UINTAH COUNTY, AT THE FORK OF THE Y-JUNCTION OF A SIDE ROAD
 LN0312'LEADING NORTH, ON THE OUTSIDE OF A CURVE, ABOUT 50 FEET NORTHEAST OF
 LN0312'THE CENTER LINE OF THE HIGHWAY, AND 5 FEET SOUTH OF A FENCE CORNER. A
 LN0312'STANDARD DISK, STAMPED 5226.230 R 27 1933 AND SET IN THE TOP OF A
 LN0312'CONCRETE POST.  NOTE-- HEAVY SNOW COVER IN AREA.
 LN0312
 LN0312                          STATION RECOVERY (1964)
 LN0312
 LN0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LN0312'RECOVERED IN GOOD CONDITION.
 LN0312
 LN0312                          STATION RECOVERY (1981)
 LN0312
 LN0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LN0312'MARK NOT FOUND.
 LN0312
 LN0312                          STATION RECOVERY (1984)
 LN0312
 LN0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0312'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0177 ***********************************************************************
 JN0177  DESIGNATION -  R 29
 JN0177  PID         -  JN0177
 JN0177  STATE/COUNTY-  UT/WAYNE
 JN0177  COUNTRY     -  US
 JN0177  USGS QUAD   -  BICKNELL (2017)
 JN0177
 JN0177                         *CURRENT SURVEY CONTROL
 JN0177  ______________________________________________________________________
 JN0177* NAD 83(1986) POSITION- 38 21 05.     (N) 111 34 20.     (W)   SCALED
 JN0177* NAVD 88 ORTHO HEIGHT -  2160.460 (meters)     7088.11  (feet) ADJUSTED
 JN0177  ______________________________________________________________________
 JN0177  GEOID HEIGHT    -        -17.793 (meters)                     GEOID18
 JN0177  DYNAMIC HEIGHT  -       2157.930 (meters)     7079.81  (feet) COMP
 JN0177  MODELED GRAVITY -    979,380.2   (mgal)                       NAVD 88
 JN0177
 JN0177  VERT ORDER      -  FIRST     CLASS II
 JN0177
 JN0177.The horizontal coordinates were scaled from a map and have
 JN0177.an estimated accuracy of +/- 6 seconds.
 JN0177
 JN0177.The orthometric height was determined by differential leveling and
 JN0177.adjusted by the NATIONAL GEODETIC SURVEY
 JN0177.in June 1991.
 JN0177
 JN0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0177.GEOID18 height accuracy estimate available here.
 JN0177
 JN0177.Click photographs - Photos may exist for this station.
 JN0177
 JN0177.The dynamic height is computed by dividing the NAVD 88
 JN0177.geopotential number by the normal gravity value computed on the
 JN0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0177.degrees latitude (g = 980.6199 gals.).
 JN0177
 JN0177.The modeled gravity was interpolated from observed gravity values.
 JN0177
 JN0177;                    North         East    Units  Estimated Accuracy
 JN0177;SPC UT S     - 3,186,990.      493,690.      MT  (+/- 180 meters Scaled)
 JN0177
 JN0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH500449(NAD 83)
 JN0177
 JN0177                          SUPERSEDED SURVEY CONTROL
 JN0177
 JN0177  NGVD 29 (??/??/92) 2159.157  (m)         7083.83   (f) ADJ UNCH    1 2
 JN0177
 JN0177.Superseded values are not recommended for survey control.
 JN0177
 JN0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0177.See file dsdata.pdf to determine how the superseded data were derived.
 JN0177
 JN0177_MARKER: DB = BENCH MARK DISK
 JN0177_SETTING: 80 = SET IN A BOULDER
 JN0177_STAMPING: R 29 1934
 JN0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0177+STABILITY: SURFACE MOTION
 JN0177
 JN0177  HISTORY     - Date     Condition        Report By
 JN0177  HISTORY     - 1934     MONUMENTED       CGS
 JN0177  HISTORY     - 1979     MARK NOT FOUND   USGS
 JN0177
 JN0177                          STATION DESCRIPTION
 JN0177
 JN0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0177'2.0 MI W FROM BICKNELL.
 JN0177'2.0 MILES WEST ALONG STATE HIGHWAY 24 FROM THE PUBLIC SCHOOL AT
 JN0177'BICKNELL, WAYNE COUNTY, 174 FEET WEST OF THE NORTH END OF A 4-BY
 JN0177'4-FOOT WOODEN-BOX CULVERT, 45 FEET NORTH OF THE CENTERLINE OF THE
 JN0177'HIGHWAY, AND IN THE TOP OF A LARGE BLACK LAVA BOULDER.  A STANDARD
 JN0177'DISK, STAMPED R 29 1934.
 JN0177
 JN0177                          STATION RECOVERY (1979)
 JN0177
 JN0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JN0177'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0032 ***********************************************************************
 KO0032  DESIGNATION -  R 3
 KO0032  PID         -  KO0032
 KO0032  STATE/COUNTY-  UT/JUAB
 KO0032  COUNTRY     -  US
 KO0032  USGS QUAD   -  JERICHO (2017)
 KO0032
 KO0032                         *CURRENT SURVEY CONTROL
 KO0032  ______________________________________________________________________
 KO0032* NAD 83(1986) POSITION- 39 43 16.     (N) 112 12 18.     (W)   SCALED
 KO0032* NAVD 88 ORTHO HEIGHT -  1594.206 (meters)     5230.32  (feet) ADJUSTED
 KO0032  ______________________________________________________________________
 KO0032  GEOID HEIGHT    -        -18.084 (meters)                     GEOID18
 KO0032  DYNAMIC HEIGHT  -       1592.728 (meters)     5225.48  (feet) COMP
 KO0032  MODELED GRAVITY -    979,643.1   (mgal)                       NAVD 88
 KO0032
 KO0032  VERT ORDER      -  FIRST     CLASS I
 KO0032
 KO0032.The horizontal coordinates were scaled from a map and have
 KO0032.an estimated accuracy of +/- 6 seconds.
 KO0032
 KO0032.The orthometric height was determined by differential leveling and
 KO0032.adjusted by the NATIONAL GEODETIC SURVEY
 KO0032.in June 1991.
 KO0032
 KO0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0032.GEOID18 height accuracy estimate available here.
 KO0032
 KO0032.Click photographs - Photos may exist for this station.
 KO0032
 KO0032.The dynamic height is computed by dividing the NAVD 88
 KO0032.geopotential number by the normal gravity value computed on the
 KO0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0032.degrees latitude (g = 980.6199 gals.).
 KO0032
 KO0032.The modeled gravity was interpolated from observed gravity values.
 KO0032
 KO0032;                    North         East    Units  Estimated Accuracy
 KO0032;SPC UT C     - 2,154,310.      439,560.      MT  (+/- 180 meters Scaled)
 KO0032
 KO0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ967974(NAD 83)
 KO0032
 KO0032                          SUPERSEDED SURVEY CONTROL
 KO0032
 KO0032.No superseded survey control is available for this station.
 KO0032
 KO0032_MARKER: P = PIPE CAP
 KO0032_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0032_STAMPING: ELEV. 5226.443 FT.
 KO0032_MARK LOGO: CGS
 KO0032_PROJECTION: FLUSH
 KO0032_MAGNETIC: P = MARKER IS A STEEL PIPE
 KO0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0032
 KO0032  HISTORY     - Date     Condition        Report By
 KO0032  HISTORY     - 1908     MONUMENTED       CGS
 KO0032  HISTORY     - 1970     GOOD             NGS
 KO0032
 KO0032                          STATION DESCRIPTION
 KO0032
 KO0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0032'15.2 MI S FROM TINTIC JUNCTION.
 KO0032'15.2 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 KO0032'TINTIC JUNCTION, 2 1/2 POLES NORTH OF MILEPOLE 683.25, 67.2 FEET WEST
 KO0032'OF THE WEST RAIL, 81 FEET SOUTHWEST OF A TELEPHONE POLE, 30.3 FEET
 KO0032'EAST OF THE WEST RIGHT-OF-WAY FENCE, 2 FEET NORTH OF A WITNESS POST,
 KO0032'ABOUT 3 FEET LOWER THAN THE TRACK, A BRASS CAP SCREWED ON THE TOP OF A
 KO0032'3 1/2-INCH IRON PIPE ENCASED IN CONCRETE FLUSH WITH THE GROUND. SEC 5,
 KO0032'T 13S, R 3W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0266 ***********************************************************************
 JN0266  DESIGNATION -  R 30
 JN0266  PID         -  JN0266
 JN0266  STATE/COUNTY-  UT/SEVIER
 JN0266  COUNTRY     -  US
 JN0266  USGS QUAD   -  WATER CREEK CANYON (2017)
 JN0266
 JN0266                         *CURRENT SURVEY CONTROL
 JN0266  ______________________________________________________________________
 JN0266* NAD 83(1986) POSITION- 38 44 55.     (N) 111 55 34.     (W)   SCALED
 JN0266* NAVD 88 ORTHO HEIGHT -  1960.574 (meters)     6432.32  (feet) ADJUSTED
 JN0266  ______________________________________________________________________
 JN0266  GEOID HEIGHT    -        -18.439 (meters)                     GEOID18
 JN0266  DYNAMIC HEIGHT  -       1958.373 (meters)     6425.10  (feet) COMP
 JN0266  MODELED GRAVITY -    979,436.0   (mgal)                       NAVD 88
 JN0266
 JN0266  VERT ORDER      -  FIRST     CLASS II
 JN0266
 JN0266.The horizontal coordinates were scaled from a map and have
 JN0266.an estimated accuracy of +/- 6 seconds.
 JN0266
 JN0266.The orthometric height was determined by differential leveling and
 JN0266.adjusted by the NATIONAL GEODETIC SURVEY
 JN0266.in June 1991.
 JN0266
 JN0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0266.GEOID18 height accuracy estimate available here.
 JN0266
 JN0266.Click photographs - Photos may exist for this station.
 JN0266
 JN0266.The dynamic height is computed by dividing the NAVD 88
 JN0266.geopotential number by the normal gravity value computed on the
 JN0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0266.degrees latitude (g = 980.6199 gals.).
 JN0266
 JN0266.The modeled gravity was interpolated from observed gravity values.
 JN0266
 JN0266;                    North         East    Units  Estimated Accuracy
 JN0266;SPC UT C     - 2,046,190.      462,960.      MT  (+/- 180 meters Scaled)
 JN0266
 JN0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH195892(NAD 83)
 JN0266
 JN0266                          SUPERSEDED SURVEY CONTROL
 JN0266
 JN0266  NGVD 29 (??/??/92) 1959.286  (m)         6428.09   (f) ADJ UNCH    1 2
 JN0266
 JN0266.Superseded values are not recommended for survey control.
 JN0266
 JN0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0266.See file dsdata.pdf to determine how the superseded data were derived.
 JN0266
 JN0266_MARKER: DB = BENCH MARK DISK
 JN0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0266_STAMPING: R 30 1934
 JN0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0266+STABILITY: SURFACE MOTION
 JN0266
 JN0266  HISTORY     - Date     Condition        Report By
 JN0266  HISTORY     - 1934     MONUMENTED       CGS
 JN0266
 JN0266                          STATION DESCRIPTION
 JN0266
 JN0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0266'8.6 MI E FROM SIGURD.
 JN0266'8.6 MILES EAST ALONG STATE HIGHWAY 24 FROM THE DENVER AND RIO GRANDE
 JN0266'WESTERN RAILROAD STATION AT SIGURD, SEVIER COUNTY, 33 FEET NORTH OF
 JN0266'THE CENTERLINE OF THE OLD HIGHWAY, 54 FEET SOUTH OF THE CENTERLINE OF
 JN0266'THE NEW (1934) HIGHWAY, AND ABOUT 3 FEET LOWER THAN THE NEW HIGHWAY. A
 JN0266'STANDARD DISK, STAMPED R 30 1934 AND SET IN THE TOP OF A CONCRETE
 JN0266'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0267 ***********************************************************************
 JN0267  DESIGNATION -  R 30 RESET
 JN0267  PID         -  JN0267
 JN0267  STATE/COUNTY-  UT/SEVIER
 JN0267  COUNTRY     -  US
 JN0267  USGS QUAD   -  WATER CREEK CANYON (2017)
 JN0267
 JN0267                         *CURRENT SURVEY CONTROL
 JN0267  ______________________________________________________________________
 JN0267* NAD 83(1986) POSITION- 38 44 55.     (N) 111 55 34.     (W)   SCALED
 JN0267* NAVD 88 ORTHO HEIGHT -  1959.71  (+/-2cm)     6429.5   (feet) VERTCON3
 JN0267  ______________________________________________________________________
 JN0267  GEOID HEIGHT    -        -18.439 (meters)                     GEOID18
 JN0267  VERT ORDER      -  THIRD (See Below)
 JN0267
 JN0267.The horizontal coordinates were scaled from a map and have
 JN0267.an estimated accuracy of +/- 6 seconds.
 JN0267
 JN0267.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0267
 JN0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0267.GEOID18 height accuracy estimate available here.
 JN0267
 JN0267.The vertical order pertains to the NGVD 29 superseded value.
 JN0267
 JN0267.Click photographs - Photos may exist for this station.
 JN0267
 JN0267;                    North         East    Units  Estimated Accuracy
 JN0267;SPC UT C     - 2,046,190.      462,960.      MT  (+/- 180 meters Scaled)
 JN0267
 JN0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH195892(NAD 83)
 JN0267
 JN0267                          SUPERSEDED SURVEY CONTROL
 JN0267
 JN0267  NGVD 29 (??/??/??) 1958.42   (m)         6425.2    (f) RESET       3  
 JN0267
 JN0267.Superseded values are not recommended for survey control.
 JN0267
 JN0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0267.See file dsdata.pdf to determine how the superseded data were derived.
 JN0267
 JN0267_MARKER: DB = BENCH MARK DISK
 JN0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0267_STAMPING: R 30 RESET 1965
 JN0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0267+STABILITY: SURFACE MOTION
 JN0267
 JN0267  HISTORY     - Date     Condition        Report By
 JN0267  HISTORY     - 1965     MONUMENTED       CGS
 JN0267
 JN0267                          STATION DESCRIPTION
 JN0267
 JN0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JN0267'8.6 MI E FROM SIGURD.
 JN0267'8.6 MILES EAST ALONG STATE HIGHWAY 24 FROM  THE DENVER AND RIO GRANDE
 JN0267'WESTERN RAILROAD STATION AT SIGURD, 33 FEET NORTH OF THE CENTERLINE OF
 JN0267'THE OLD HIGHWAY, 54 FEET SOUTH OF THE CENTERLINE OF THE NEW (1934)
 JN0267'HIGHWAY, AND ABOUT 3 FEET LOWER THAN THE NEW HIGHWAY, AND SET IN THE
 JN0267'TOP OF A CONCRETE POST.  NOTE-- NEW MARK IS 33 FEET SOUTH OF ORIGINAL
 JN0267'MARK, IN THE CENTERLINE OF THE OLD HIGHWAY, 62 FEET SOUTH OF
 JN0267'CENTERLINE 1965 CONSTRUCTION ENGINEER STATION 495+60 ABOUT 2 FEET
 JN0267'LOWER THAN NEW CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0164 ***********************************************************************
 JO0164  DESIGNATION -  R 32
 JO0164  PID         -  JO0164
 JO0164  STATE/COUNTY-  UT/BEAVER
 JO0164  COUNTRY     -  US
 JO0164  USGS QUAD   -  MINERSVILLE RESERVOIR (2017)
 JO0164
 JO0164                         *CURRENT SURVEY CONTROL
 JO0164  ______________________________________________________________________
 JO0164* NAD 83(1986) POSITION- 38 13 04.     (N) 112 50 47.     (W)   SCALED
 JO0164* NAVD 88 ORTHO HEIGHT -  1647.026 (meters)     5403.62  (feet) ADJUSTED
 JO0164  ______________________________________________________________________
 JO0164  GEOID HEIGHT    -        -20.624 (meters)                     GEOID18
 JO0164  DYNAMIC HEIGHT  -       1645.239 (meters)     5397.76  (feet) COMP
 JO0164  MODELED GRAVITY -    979,486.2   (mgal)                       NAVD 88
 JO0164
 JO0164  VERT ORDER      -  FIRST     CLASS II
 JO0164
 JO0164.The horizontal coordinates were scaled from a map and have
 JO0164.an estimated accuracy of +/- 6 seconds.
 JO0164
 JO0164.The orthometric height was determined by differential leveling and
 JO0164.adjusted by the NATIONAL GEODETIC SURVEY
 JO0164.in June 1991.
 JO0164
 JO0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0164.GEOID18 height accuracy estimate available here.
 JO0164
 JO0164.Click photographs - Photos may exist for this station.
 JO0164
 JO0164.The dynamic height is computed by dividing the NAVD 88
 JO0164.geopotential number by the normal gravity value computed on the
 JO0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0164.degrees latitude (g = 980.6199 gals.).
 JO0164
 JO0164.The modeled gravity was interpolated from observed gravity values.
 JO0164
 JO0164;                    North         East    Units  Estimated Accuracy
 JO0164;SPC UT S     - 3,173,000.      382,100.      MT  (+/- 180 meters Scaled)
 JO0164
 JO0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH383315(NAD 83)
 JO0164
 JO0164                          SUPERSEDED SURVEY CONTROL
 JO0164
 JO0164  NGVD 29 (??/??/92) 1645.923  (m)         5400.00   (f) ADJ UNCH    1 2
 JO0164
 JO0164.Superseded values are not recommended for survey control.
 JO0164
 JO0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0164.See file dsdata.pdf to determine how the superseded data were derived.
 JO0164
 JO0164_MARKER: DB = BENCH MARK DISK
 JO0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0164_STAMPING: R 32 1934
 JO0164_MARK LOGO: CGS
 JO0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0164+STABILITY: SURFACE MOTION
 JO0164
 JO0164  HISTORY     - Date     Condition        Report By
 JO0164  HISTORY     - 1934     MONUMENTED       CGS
 JO0164  HISTORY     - 1984     MARK NOT FOUND   USGS
 JO0164  HISTORY     - 1984     MARK NOT FOUND   NGS
 JO0164
 JO0164                          STATION DESCRIPTION
 JO0164
 JO0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0164'13.9 MI W FROM BEAVER.
 JO0164'13.9 MILES WEST ALONG STATE HIGHWAY 21 FROM THE COURTHOUSE AT BEAVER,
 JO0164'BEAVER COUNTY, 162 FEET SOUTHEAST OF A GALVANIZED-IRON PIPE CULVERT,
 JO0164'63 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTH OF
 JO0164'THE FENCE.  A STANDARD DISK, STAMPED R 32 1934 AND SET IN THE TOP OF A
 JO0164'CONCRETE POST.
 JO0164
 JO0164                          STATION RECOVERY (1984)
 JO0164
 JO0164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JO0164'MARK NOT FOUND.
 JO0164
 JO0164                          STATION RECOVERY (1984)
 JO0164
 JO0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0164'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0334 ***********************************************************************
 JO0334  DESIGNATION -  R 33
 JO0334  PID         -  JO0334
 JO0334  STATE/COUNTY-  UT/BEAVER
 JO0334  COUNTRY     -  US
 JO0334  USGS QUAD   -  WAH WAH SUMMIT (2017)
 JO0334
 JO0334                         *CURRENT SURVEY CONTROL
 JO0334  ______________________________________________________________________
 JO0334* NAD 83(1986) POSITION- 38 30 48.     (N) 113 31 41.     (W)   SCALED
 JO0334* NAVD 88 ORTHO HEIGHT -  1864.601 (meters)     6117.45  (feet) ADJUSTED
 JO0334  ______________________________________________________________________
 JO0334  GEOID HEIGHT    -        -21.039 (meters)                     GEOID18
 JO0334  DYNAMIC HEIGHT  -       1862.576 (meters)     6110.80  (feet) COMP
 JO0334  MODELED GRAVITY -    979,475.6   (mgal)                       NAVD 88
 JO0334
 JO0334  VERT ORDER      -  FIRST     CLASS II
 JO0334
 JO0334.The horizontal coordinates were scaled from a map and have
 JO0334.an estimated accuracy of +/- 6 seconds.
 JO0334
 JO0334.The orthometric height was determined by differential leveling and
 JO0334.adjusted by the NATIONAL GEODETIC SURVEY
 JO0334.in June 1991.
 JO0334
 JO0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0334.GEOID18 height accuracy estimate available here.
 JO0334
 JO0334.Click photographs - Photos may exist for this station.
 JO0334
 JO0334.The dynamic height is computed by dividing the NAVD 88
 JO0334.geopotential number by the normal gravity value computed on the
 JO0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0334.degrees latitude (g = 980.6199 gals.).
 JO0334
 JO0334.The modeled gravity was interpolated from observed gravity values.
 JO0334
 JO0334;                    North         East    Units  Estimated Accuracy
 JO0334;SPC UT S     - 3,206,880.      323,130.      MT  (+/- 180 meters Scaled)
 JO0334
 JO0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH795658(NAD 83)
 JO0334
 JO0334                          SUPERSEDED SURVEY CONTROL
 JO0334
 JO0334  NGVD 29 (??/??/92) 1863.404  (m)         6113.52   (f) ADJ UNCH    1 2
 JO0334
 JO0334.Superseded values are not recommended for survey control.
 JO0334
 JO0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0334.See file dsdata.pdf to determine how the superseded data were derived.
 JO0334
 JO0334_MARKER: DB = BENCH MARK DISK
 JO0334_SETTING: 66 = SET IN ROCK OUTCROP
 JO0334_STAMPING: R 33 1934
 JO0334_MARK LOGO: CGS
 JO0334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0334+STABILITY: POSITION/ELEVATION WELL
 JO0334
 JO0334  HISTORY     - Date     Condition        Report By
 JO0334  HISTORY     - 1934     MONUMENTED       CGS
 JO0334  HISTORY     - 1984     GOOD             NGS
 JO0334
 JO0334                          STATION DESCRIPTION
 JO0334
 JO0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0334'46.8 MI SE FROM GARRISON.
 JO0334'IN BEAVER COUNTY, 46.8 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE
 JO0334'POST OFFICE AT GARRISON, MILLARD COUNTY, 15.6 MILES SOUTHEAST OF THE
 JO0334'BEAVER-MILLARD COUNTY LINE, 52 FEET EAST OF TWO SMALL CEDAR TREES, 40
 JO0334'FEET SOUTH OF A SMALL SANDY DRY WASH, 33 FEET NORTH OF THE CENTERLINE
 JO0334'OF THE HIGHWAY, AND IN THE TOP OF A SANDSTONE BOULDER FLUSH WITH THE
 JO0334'GROUND.  A STANDARD DISK, STAMPED R 33 1934.
 JO0334
 JO0334                          STATION RECOVERY (1984)
 JO0334
 JO0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0334'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  49.4 KM
 JO0334'(30.8 MI) WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 JO0334'STATE HIGHWAY 257 AT MILFORD, IN THE TOP CENTER OF A 2 BY 2 FOOT
 JO0334'PORTION OF BROWN RYOLITE BEDROCK FLUSH WITH THE SURFACE OF THE GROUND,
 JO0334'39.0 METERS (128 FT) NORTH OF THE HIGHWAY CENTERLINE, 72.5 METERS
 JO0334'(238 FT) NORTHWEST ACROSS THE HIGHWAY FROM MILEPOST 46, 12.2 METERS
 JO0334'(40 FT) SOUTH OF THE CENTER OF A SMALL DRY WASH AND 10.0 METERS
 JO0334'(33 FT) NORTH OF THE CENTER OF THE OLD HIGHWAY BED.  NOTE-WAS
 JO0334'DESCRIBED AS BEING IN A BOULDER HOWEVER IT IS BELIEVED TO BE BEDROCK.
 JO0334'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 JO0334'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0022 ***********************************************************************
 MS0022  DESIGNATION -  R 331
 MS0022  PID         -  MS0022
 MS0022  STATE/COUNTY-  UT/BOX ELDER
 MS0022  COUNTRY     -  US
 MS0022  USGS QUAD   -  HONEYVILLE (2017)
 MS0022
 MS0022                         *CURRENT SURVEY CONTROL
 MS0022  ______________________________________________________________________
 MS0022* NAD 83(1986) POSITION- 41 44 33.     (N) 112 06 24.     (W)   SCALED
 MS0022* NAVD 88 ORTHO HEIGHT -  1334.885 (meters)     4379.54  (feet) ADJUSTED
 MS0022  ______________________________________________________________________
 MS0022  GEOID HEIGHT    -        -15.567 (meters)                     GEOID18
 MS0022  DYNAMIC HEIGHT  -       1333.959 (meters)     4376.50  (feet) COMP
 MS0022  MODELED GRAVITY -    979,883.4   (mgal)                       NAVD 88
 MS0022  OBS GRAVITY     -    979,884.4   (mgal)                       GRAV_OBS
 MS0022
 MS0022  VERT ORDER      -  FIRST     CLASS I
 MS0022
 MS0022.The horizontal coordinates were scaled from a map and have
 MS0022.an estimated accuracy of +/- 6 seconds.
 MS0022
 MS0022.The orthometric height was determined by differential leveling and
 MS0022.adjusted by the NATIONAL GEODETIC SURVEY
 MS0022.in June 1991.
 MS0022
 MS0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0022.GEOID18 height accuracy estimate available here.
 MS0022
 MS0022.Click photographs - Photos may exist for this station.
 MS0022
 MS0022.The dynamic height is computed by dividing the NAVD 88
 MS0022.geopotential number by the normal gravity value computed on the
 MS0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0022.degrees latitude (g = 980.6199 gals.).
 MS0022
 MS0022.The modeled gravity was interpolated from observed gravity values.
 MS0022
 MS0022.The observed gravity was obtained from relative gravimeter ties
 MS0022.to the IGSN71 gravity network.
 MS0022
 MS0022;                    North         East    Units  Estimated Accuracy
 MS0022;SPC UT N     - 1,156,670.      449,540.      MT  (+/- 180 meters Scaled)
 MS0022
 MS0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM079217(NAD 83)
 MS0022
 MS0022                          SUPERSEDED SURVEY CONTROL
 MS0022
 MS0022  NGVD 29 (??/??/92) 1333.878  (m)         4376.23   (f) ADJ UNCH    1 1
 MS0022
 MS0022.Superseded values are not recommended for survey control.
 MS0022
 MS0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0022.See file dsdata.pdf to determine how the superseded data were derived.
 MS0022
 MS0022_MARKER: DB = BENCH MARK DISK
 MS0022_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0022_SP_SET: CULVERT HEADWALL
 MS0022_STAMPING: R 331 1937
 MS0022_MARK LOGO: CGS
 MS0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0022+STABILITY: SURFACE MOTION
 MS0022
 MS0022  HISTORY     - Date     Condition        Report By
 MS0022  HISTORY     - 1937     MONUMENTED       CGS
 MS0022  HISTORY     - 1967     GOOD             CGS
 MS0022
 MS0022                          STATION DESCRIPTION
 MS0022
 MS0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0022'11.0 MI SW FROM CACHE JUNCTION.
 MS0022'11.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MS0022'AT CACHE JUNCTION, 7.55 MILES NORTH OF HONEYVILLE, 1 1/2 POLES NORTH
 MS0022'OF THE CROSSING OF A GRAVELED ROAD AND MILEPOLE 37.75, IN THE TOP OF
 MS0022'THE CENTER OF THE WEST CONCRETE HEAD WALL OF CULVERT 37.87, 9.7 FEET
 MS0022'WEST OF THE WEST RAIL, AND ABOUT 2 FEET LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0052 ***********************************************************************
 LP0052  DESIGNATION -  R 332
 LP0052  PID         -  LP0052
 LP0052  STATE/COUNTY-  UT/UTAH
 LP0052  COUNTRY     -  US
 LP0052  USGS QUAD   -  CEDAR FORT (2017)
 LP0052
 LP0052                         *CURRENT SURVEY CONTROL
 LP0052  ______________________________________________________________________
 LP0052* NAD 83(1986) POSITION- 40 20 42.     (N) 112 03 33.     (W)   SCALED
 LP0052* NAVD 88 ORTHO HEIGHT -  1527.182 (meters)     5010.43  (feet) ADJUSTED
 LP0052  ______________________________________________________________________
 LP0052  GEOID HEIGHT    -        -17.247 (meters)                     GEOID18
 LP0052  DYNAMIC HEIGHT  -       1525.867 (meters)     5006.12  (feet) COMP
 LP0052  MODELED GRAVITY -    979,710.7   (mgal)                       NAVD 88
 LP0052
 LP0052  VERT ORDER      -  SECOND    CLASS 0
 LP0052
 LP0052.The horizontal coordinates were scaled from a map and have
 LP0052.an estimated accuracy of +/- 6 seconds.
 LP0052
 LP0052.The orthometric height was determined by differential leveling and
 LP0052.adjusted by the NATIONAL GEODETIC SURVEY
 LP0052.in June 1991.
 LP0052
 LP0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0052.GEOID18 height accuracy estimate available here.
 LP0052
 LP0052.Click photographs - Photos may exist for this station.
 LP0052
 LP0052.The dynamic height is computed by dividing the NAVD 88
 LP0052.geopotential number by the normal gravity value computed on the
 LP0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0052.degrees latitude (g = 980.6199 gals.).
 LP0052
 LP0052.The modeled gravity was interpolated from observed gravity values.
 LP0052
 LP0052;                    North         East    Units  Estimated Accuracy
 LP0052;SPC UT C     - 2,223,490.      452,500.      MT  (+/- 180 meters Scaled)
 LP0052
 LP0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK100665(NAD 83)
 LP0052
 LP0052                          SUPERSEDED SURVEY CONTROL
 LP0052
 LP0052  NGVD 29 (??/??/92) 1526.123  (m)         5006.96   (f) ADJ UNCH    2 0
 LP0052
 LP0052.Superseded values are not recommended for survey control.
 LP0052
 LP0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0052.See file dsdata.pdf to determine how the superseded data were derived.
 LP0052
 LP0052_MARKER: DB = BENCH MARK DISK
 LP0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0052_STAMPING: R 332 1945
 LP0052_MARK LOGO: CGS
 LP0052_PROJECTION: PROJECTING 15 CENTIMETERS
 LP0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0052+STABILITY: SURFACE MOTION
 LP0052
 LP0052  HISTORY     - Date     Condition        Report By
 LP0052  HISTORY     - 1945     MONUMENTED       CGS
 LP0052  HISTORY     - 1967     MARK NOT FOUND   USGS
 LP0052
 LP0052                          STATION DESCRIPTION
 LP0052
 LP0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LP0052'IN FAIRFIELD INT. FIELD.
 LP0052'AT THE FAIRFIELD INT. FIELD, 0.7 MILE NORTH ACROSS THE LANDING FIELD
 LP0052'FROM THE WEATHER BUREAU STATION, SET ON THE CENTER-LINE OF THE COUNTY
 LP0052'RAOD LEADING NORTH TO THE MAIN COUNTY ROAD, ALONG THE NORTH BOUNDARY
 LP0052'FENCE, 2.3 FEET SOUTH OF THE FENCE, 1.5 FEET WEST OF REFERENCE POST.
 LP0052'BRONZE BENCH MARK DISK SET IN TOP OF A CONCRETE POST POURED IN THE
 LP0052'FIELD AND PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
 LP0052
 LP0052                          STATION RECOVERY (1967)
 LP0052
 LP0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LP0052'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0134 ***********************************************************************
 MS0134  DESIGNATION -  R 333
 MS0134  PID         -  MS0134
 MS0134  STATE/COUNTY-  UT/WEBER
 MS0134  COUNTRY     -  US
 MS0134  USGS QUAD   -  ROY (2017)
 MS0134
 MS0134                         *CURRENT SURVEY CONTROL
 MS0134  ______________________________________________________________________
 MS0134* NAD 83(1986) POSITION- 41 10 10.     (N) 112 01 21.     (W)   SCALED
 MS0134* NAVD 88 ORTHO HEIGHT -  1387.640 (meters)     4552.62  (feet) ADJUSTED
 MS0134  ______________________________________________________________________
 MS0134  GEOID HEIGHT    -        -16.929 (meters)                     GEOID18
 MS0134  DYNAMIC HEIGHT  -       1386.566 (meters)     4549.09  (feet) COMP
 MS0134  MODELED GRAVITY -    979,801.8   (mgal)                       NAVD 88
 MS0134
 MS0134  VERT ORDER      -  FIRST     CLASS I
 MS0134
 MS0134.The horizontal coordinates were scaled from a map and have
 MS0134.an estimated accuracy of +/- 6 seconds.
 MS0134
 MS0134.The orthometric height was determined by differential leveling and
 MS0134.adjusted by the NATIONAL GEODETIC SURVEY
 MS0134.in June 1991.
 MS0134
 MS0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0134.GEOID18 height accuracy estimate available here.
 MS0134
 MS0134.Click photographs - Photos may exist for this station.
 MS0134
 MS0134.The dynamic height is computed by dividing the NAVD 88
 MS0134.geopotential number by the normal gravity value computed on the
 MS0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0134.degrees latitude (g = 980.6199 gals.).
 MS0134
 MS0134.The modeled gravity was interpolated from observed gravity values.
 MS0134
 MS0134;                    North         East    Units  Estimated Accuracy
 MS0134;SPC UT N     - 1,092,980.      456,150.      MT  (+/- 180 meters Scaled)
 MS0134
 MS0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL142580(NAD 83)
 MS0134
 MS0134                          SUPERSEDED SURVEY CONTROL
 MS0134
 MS0134  NGVD 29 (??/??/92) 1386.639  (m)         4549.33   (f) ADJ UNCH    1 1
 MS0134
 MS0134.Superseded values are not recommended for survey control.
 MS0134
 MS0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0134.See file dsdata.pdf to determine how the superseded data were derived.
 MS0134
 MS0134_MARKER: DB = BENCH MARK DISK
 MS0134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0134_SP_SET: BRIDGE
 MS0134_STAMPING: R 333 1945
 MS0134_MARK LOGO: CGS
 MS0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0134
 MS0134  HISTORY     - Date     Condition        Report By
 MS0134  HISTORY     - 1945     MONUMENTED       CGS
 MS0134  HISTORY     - 1967     GOOD             CGS
 MS0134
 MS0134                          STATION DESCRIPTION
 MS0134
 MS0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0134'0.6 MI N FROM ROY.
 MS0134'0.6 MILE NORTH ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF 5600 SOUTH
 MS0134'STREET AT ROY, 0.2 MILE NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 84,
 MS0134'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE BASE OF THE
 MS0134'GUARDRAIL OF A BRIDGE OVER A RAILROAD, 11 1/2 FEET NORTHWEST OF THE
 MS0134'CENTER LINE OF THE NORTHWEST LANES OF THE HIGHWAY, 5.5 FEET NORTHEAST
 MS0134'OF THE NORTHWEST END OF THE CURB, AND ABOUT 1 FOOT HIGHER THAN THE
 MS0134'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0135 ***********************************************************************
 MS0135  DESIGNATION -  R 333 RESET
 MS0135  PID         -  MS0135
 MS0135  STATE/COUNTY-  UT/WEBER
 MS0135  COUNTRY     -  US
 MS0135  USGS QUAD   -  ROY (2017)
 MS0135
 MS0135                         *CURRENT SURVEY CONTROL
 MS0135  ______________________________________________________________________
 MS0135* NAD 83(1986) POSITION- 41 10 09.5    (N) 112 01 22.1    (W)   HD_HELD2
 MS0135* NAVD 88 ORTHO HEIGHT -  1387.991 (meters)     4553.77  (feet) ADJUSTED
 MS0135  ______________________________________________________________________
 MS0135  GEOID HEIGHT    -        -16.930 (meters)                     GEOID18
 MS0135  DYNAMIC HEIGHT  -       1386.916 (meters)     4550.24  (feet) COMP
 MS0135  MODELED GRAVITY -    979,801.8   (mgal)                       NAVD 88
 MS0135
 MS0135  VERT ORDER      -  FIRST     CLASS II
 MS0135
 MS0135.The horizontal coordinates were established by autonomous hand held GPS
 MS0135.observations and have an estimated accuracy of +/- 10 meters.
 MS0135
 MS0135.The orthometric height was determined by differential leveling and
 MS0135.adjusted by the NATIONAL GEODETIC SURVEY
 MS0135.in June 1991.
 MS0135
 MS0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0135.GEOID18 height accuracy estimate available here.
 MS0135
 MS0135.Click photographs - Photos may exist for this station.
 MS0135
 MS0135.The dynamic height is computed by dividing the NAVD 88
 MS0135.geopotential number by the normal gravity value computed on the
 MS0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0135.degrees latitude (g = 980.6199 gals.).
 MS0135
 MS0135.The modeled gravity was interpolated from observed gravity values.
 MS0135
 MS0135;                    North         East    Units  Estimated Accuracy
 MS0135;SPC UT N     - 1,092,966.      456,129.      MT  (+/- 10 meters HH2 GPS)
 MS0135
 MS0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1420058056(NAD 83)
 MS0135
 MS0135                          SUPERSEDED SURVEY CONTROL
 MS0135
 MS0135.No superseded survey control is available for this station.
 MS0135
 MS0135_MARKER: DV = VERTICAL CONTROL DISK
 MS0135_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MS0135_SP_SET: CURB
 MS0135_STAMPING: R 333 RESET 1973
 MS0135_MARK LOGO: NGS
 MS0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0135
 MS0135  HISTORY     - Date     Condition        Report By
 MS0135  HISTORY     - 1973     MONUMENTED       NGS
 MS0135  HISTORY     - 1983     GOOD             NGS
 MS0135
 MS0135                          STATION DESCRIPTION
 MS0135
 MS0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MS0135'0.6 MI N FROM ROY.
 MS0135'0.6 MILE NORTH ALONG US. HWY 91 FROM THE JUNCTION OF 5600 SO. STREET
 MS0135'AT ROY, 0.2 MILES N.E. OF THE JUNCTION OF STATE HWY 84 IN THE TOP OF
 MS0135'THE SMALL CURB THAT TAPERS OUT OF THE PARAPET WALL ON THE N.W. CORNER
 MS0135'OF THE BRIDGE OVER A RAILROAD, 41.5 FT. NW. OF THE CENTERLINE OF HWY
 MS0135'50, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 MS0135
 MS0135                          STATION RECOVERY (1983)
 MS0135
 MS0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MS0135'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.6 KM (2.85
 MS0135'MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 MS0135'OGDEN, THENCE 3.1 KM (1.95 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 26,
 MS0135'IN TOP OF AND 3.4 METERS (11.2 FT) NORTHEAST OF THE SOUTHWEST END OF
 MS0135'THE NORTHWEST CURB OF A BRIDGE SPANNING THE UNION PACIFIC RAILROAD,
 MS0135'12.5 METERS (41.0 FT) EAST OF THE CENTER OF A PAVED ROAD, AND 6.7
 MS0135'METERS (6.7 METERS (22.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 MS0135'SOUTHWESTBOUND LANES OF THE HIGHWAY.
 MS0135'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0456 ***********************************************************************
 MS0456  DESIGNATION -  R 337
 MS0456  PID         -  MS0456
 MS0456  STATE/COUNTY-  UT/BOX ELDER
 MS0456  COUNTRY     -  US
 MS0456  USGS QUAD   -  KIMBELL CREEK (2017)
 MS0456
 MS0456                         *CURRENT SURVEY CONTROL
 MS0456  ______________________________________________________________________
 MS0456* NAD 83(1986) POSITION- 41 46 06.     (N) 113 51 17.     (W)   SCALED
 MS0456* NAVD 88 ORTHO HEIGHT -  1693.822 (meters)     5557.15  (feet) ADJUSTED
 MS0456  ______________________________________________________________________
 MS0456  GEOID HEIGHT    -        -15.359 (meters)                     GEOID18
 MS0456  DYNAMIC HEIGHT  -       1692.536 (meters)     5552.93  (feet) COMP
 MS0456  MODELED GRAVITY -    979,803.6   (mgal)                       NAVD 88
 MS0456
 MS0456  VERT ORDER      -  SECOND    CLASS 0
 MS0456
 MS0456.The horizontal coordinates were scaled from a map and have
 MS0456.an estimated accuracy of +/- 6 seconds.
 MS0456
 MS0456.The orthometric height was determined by differential leveling and
 MS0456.adjusted by the NATIONAL GEODETIC SURVEY
 MS0456.in June 1991.
 MS0456
 MS0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0456.GEOID18 height accuracy estimate available here.
 MS0456
 MS0456.Click photographs - Photos may exist for this station.
 MS0456
 MS0456.The dynamic height is computed by dividing the NAVD 88
 MS0456.geopotential number by the normal gravity value computed on the
 MS0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0456.degrees latitude (g = 980.6199 gals.).
 MS0456
 MS0456.The modeled gravity was interpolated from observed gravity values.
 MS0456
 MS0456;                    North         East    Units  Estimated Accuracy
 MS0456;SPC UT N     - 1,162,020.      304,230.      MT  (+/- 180 meters Scaled)
 MS0456
 MS0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM627279(NAD 83)
 MS0456
 MS0456                          SUPERSEDED SURVEY CONTROL
 MS0456
 MS0456  NGVD 29 (??/??/92) 1692.662  (m)         5553.34   (f) ADJ UNCH    2 0
 MS0456
 MS0456.Superseded values are not recommended for survey control.
 MS0456
 MS0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0456.See file dsdata.pdf to determine how the superseded data were derived.
 MS0456
 MS0456_MARKER: DB = BENCH MARK DISK
 MS0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0456_STAMPING: R 337 1951
 MS0456_MARK LOGO: CGS
 MS0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0456+STABILITY: SURFACE MOTION
 MS0456
 MS0456  HISTORY     - Date     Condition        Report By
 MS0456  HISTORY     - 1951     MONUMENTED       CGS
 MS0456
 MS0456                          STATION DESCRIPTION
 MS0456
 MS0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MS0456'.7 MI N FROM GROUSE CREEK.
 MS0456'3.4 MILES NORTH, 1.3 MILES NORTHWEST, AT THE T JUNCTION OF A DIRT ROAD
 MS0456'LEADING EAST TO AN ABANDONED LOG RANCH HOUSE ON THE INSIDE OF A CURVE,
 MS0456'34 FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 26 FEET WEST OF THE
 MS0456'CENTER LINE OF THE ROAD, 2.4 FEET NORTH OF A WITNESS POST, AND ABOUT 2
 MS0456'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MS0456'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JP0002 ***********************************************************************
 JP0002  DESIGNATION -  R 34
 JP0002  PID         -  JP0002
 JP0002  STATE/COUNTY-  UT/MILLARD
 JP0002  COUNTRY     -  US
 JP0002  USGS QUAD   -  GARRISON (2017)
 JP0002
 JP0002                         *CURRENT SURVEY CONTROL
 JP0002  ______________________________________________________________________
 JP0002* NAD 83(1986) POSITION- 38 54 38.     (N) 114 01 26.     (W)   SCALED
 JP0002* NAVD 88 ORTHO HEIGHT -  1622.243 (meters)     5322.31  (feet) ADJUSTED
 JP0002  ______________________________________________________________________
 JP0002  GEOID HEIGHT    -        -20.647 (meters)                     GEOID18
 JP0002  DYNAMIC HEIGHT  -       1620.602 (meters)     5316.93  (feet) COMP
 JP0002  MODELED GRAVITY -    979,558.9   (mgal)                       NAVD 88
 JP0002
 JP0002  VERT ORDER      -  FIRST     CLASS II
 JP0002
 JP0002.The horizontal coordinates were scaled from a map and have
 JP0002.an estimated accuracy of +/- 6 seconds.
 JP0002
 JP0002.The orthometric height was determined by differential leveling and
 JP0002.adjusted by the NATIONAL GEODETIC SURVEY
 JP0002.in June 1991.
 JP0002
 JP0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 JP0002.GEOID18 height accuracy estimate available here.
 JP0002
 JP0002.Click photographs - Photos may exist for this station.
 JP0002
 JP0002.The dynamic height is computed by dividing the NAVD 88
 JP0002.geopotential number by the normal gravity value computed on the
 JP0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0002.degrees latitude (g = 980.6199 gals.).
 JP0002
 JP0002.The modeled gravity was interpolated from observed gravity values.
 JP0002
 JP0002;                    North         East    Units  Estimated Accuracy
 JP0002;SPC UT C     - 2,067,170.      281,110.      MT  (+/- 180 meters Scaled)
 JP0002
 JP0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD580110(NAD 83)
 JP0002
 JP0002                          SUPERSEDED SURVEY CONTROL
 JP0002
 JP0002  NGVD 29 (??/??/92) 1621.12   (m)         5318.6    (f) COMPUTED    1 2
 JP0002
 JP0002.Superseded values are not recommended for survey control.
 JP0002
 JP0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0002.See file dsdata.pdf to determine how the superseded data were derived.
 JP0002
 JP0002_MARKER: DB = BENCH MARK DISK
 JP0002_SETTING: 66 = SET IN ROCK OUTCROP
 JP0002_STAMPING: R 34 1934
 JP0002_MARK LOGO: CGS
 JP0002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0002+STABILITY: POSITION/ELEVATION WELL
 JP0002
 JP0002  HISTORY     - Date     Condition        Report By
 JP0002  HISTORY     - 1934     MONUMENTED       CGS
 JP0002
 JP0002                          STATION DESCRIPTION
 JP0002
 JP0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0002'1.7 MI SE FROM GARRISON.
 JP0002'1.7 MILES SOUTHEAST OF POST OFFICE AT GARRISON AT NORTH END OF ROCK
 JP0002'OUT CROP, 2 FEET ABOVE LEVEL OF HIGHWAY.  30 FEET WEST OF THE
 JP0002'CENTERLINE OF STATE HIGHWAY 21.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JP0003 ***********************************************************************
 JP0003  DESIGNATION -  R 34 RESET
 JP0003  PID         -  JP0003
 JP0003  STATE/COUNTY-  UT/MILLARD
 JP0003  COUNTRY     -  US
 JP0003  USGS QUAD   -  GARRISON (2017)
 JP0003
 JP0003                         *CURRENT SURVEY CONTROL
 JP0003  ______________________________________________________________________
 JP0003* NAD 83(1986) POSITION- 38 54 37.34   (N) 114 01 26.10   (W)   HD_HELD1
 JP0003* NAVD 88 ORTHO HEIGHT -  1624.372 (meters)     5329.29  (feet) ADJUSTED
 JP0003  ______________________________________________________________________
 JP0003  GEOID HEIGHT    -        -20.647 (meters)                     GEOID18
 JP0003  DYNAMIC HEIGHT  -       1622.728 (meters)     5323.90  (feet) COMP
 JP0003  MODELED GRAVITY -    979,558.9   (mgal)                       NAVD 88
 JP0003
 JP0003  VERT ORDER      -  FIRST     CLASS II
 JP0003
 JP0003.The horizontal coordinates were determined by differentially corrected
 JP0003.hand held GPS observations or other comparable positioning techniques
 JP0003.and have an estimated accuracy of +/- 3 meters.
 JP0003
 JP0003.The orthometric height was determined by differential leveling and
 JP0003.adjusted by the NATIONAL GEODETIC SURVEY
 JP0003.in June 1991.
 JP0003
 JP0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 JP0003.GEOID18 height accuracy estimate available here.
 JP0003
 JP0003.Click photographs - Photos may exist for this station.
 JP0003
 JP0003.The dynamic height is computed by dividing the NAVD 88
 JP0003.geopotential number by the normal gravity value computed on the
 JP0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0003.degrees latitude (g = 980.6199 gals.).
 JP0003
 JP0003.The modeled gravity was interpolated from observed gravity values.
 JP0003
 JP0003;                    North         East    Units  Estimated Accuracy
 JP0003;SPC UT C     - 2,067,152.6     281,109.5     MT  (+/- 3 meters HH1 GPS) 
 JP0003
 JP0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD5805311042(NAD 83)
 JP0003
 JP0003                          SUPERSEDED SURVEY CONTROL
 JP0003
 JP0003.No superseded survey control is available for this station.
 JP0003
 JP0003_MARKER: DB = BENCH MARK DISK
 JP0003_SETTING: 66 = SET IN ROCK OUTCROP
 JP0003_STAMPING: R 34 RESET 1952
 JP0003_MARK LOGO: CGS
 JP0003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0003+STABILITY: POSITION/ELEVATION WELL
 JP0003
 JP0003  HISTORY     - Date     Condition        Report By
 JP0003  HISTORY     - 1952     MONUMENTED       NVDH
 JP0003  HISTORY     - 1953     GOOD             CGS
 JP0003  HISTORY     - 1984     GOOD             NGS
 JP0003
 JP0003                          STATION DESCRIPTION
 JP0003
 JP0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JP0003'1.7 MI SE FROM GARRISON.
 JP0003'1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 JP0003'GARRISON, MILLARD COUNTY, 73.2 FEET WEST OF THE CENTERLINE OF THE
 JP0003'HIGHWAY, IN THE TOP OF A ROCK OUTCROP, AND 6.8 FEET HIGHER THAN THE
 JP0003'ROAD.
 JP0003
 JP0003                          STATION RECOVERY (1984)
 JP0003
 JP0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JP0003'RECOVERED IN GOOD CONDITION.  THE 1952 DESCRIPTION IS ADEQUATE EXCEPT
 JP0003'ADD-0.35 KM (0.2 MI) SOUTH OF MILEPOST 3.
 JP0003'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 JP0003'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0241 ***********************************************************************
 KO0241  DESIGNATION -  R 35
 KO0241  PID         -  KO0241
 KO0241  STATE/COUNTY-  UT/MILLARD
 KO0241  COUNTRY     -  US
 KO0241  USGS QUAD   -  HINCKLEY (2017)
 KO0241
 KO0241                         *CURRENT SURVEY CONTROL
 KO0241  ______________________________________________________________________
 KO0241* NAD 83(1986) POSITION- 39 18 58.73   (N) 112 41 24.11   (W)   HD_HELD1
 KO0241* NAVD 88 ORTHO HEIGHT -  1397.819 (meters)     4586.01  (feet) ADJUSTED
 KO0241  ______________________________________________________________________
 KO0241  GEOID HEIGHT    -        -19.818 (meters)                     GEOID18
 KO0241  DYNAMIC HEIGHT  -       1396.516 (meters)     4581.74  (feet) COMP
 KO0241  MODELED GRAVITY -    979,646.9   (mgal)                       NAVD 88
 KO0241
 KO0241  VERT ORDER      -  SECOND    CLASS 0
 KO0241
 KO0241.The horizontal coordinates were determined by differentially corrected
 KO0241.hand held GPS observations or other comparable positioning techniques
 KO0241.and have an estimated accuracy of +/- 3 meters.
 KO0241
 KO0241.The orthometric height was determined by differential leveling and
 KO0241.adjusted by the NATIONAL GEODETIC SURVEY
 KO0241.in June 1991.
 KO0241
 KO0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0241.GEOID18 height accuracy estimate available here.
 KO0241
 KO0241.Click photographs - Photos may exist for this station.
 KO0241
 KO0241.The dynamic height is computed by dividing the NAVD 88
 KO0241.geopotential number by the normal gravity value computed on the
 KO0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0241.degrees latitude (g = 980.6199 gals.).
 KO0241
 KO0241.The modeled gravity was interpolated from observed gravity values.
 KO0241
 KO0241;                    North         East    Units  Estimated Accuracy
 KO0241;SPC UT C     - 2,109,812.5     397,381.7     MT  (+/- 3 meters HH1 GPS) 
 KO0241
 KO0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ5430653240(NAD 83)
 KO0241
 KO0241                          SUPERSEDED SURVEY CONTROL
 KO0241
 KO0241  NGVD 29 (??/??/92) 1396.714  (m)         4582.39   (f) ADJ UNCH    2 0
 KO0241
 KO0241.Superseded values are not recommended for survey control.
 KO0241
 KO0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0241.See file dsdata.pdf to determine how the superseded data were derived.
 KO0241
 KO0241_MARKER: DB = BENCH MARK DISK
 KO0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0241_STAMPING: R 35 1934
 KO0241_MARK LOGO: CGS
 KO0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0241+STABILITY: SURFACE MOTION
 KO0241
 KO0241  HISTORY     - Date     Condition        Report By
 KO0241  HISTORY     - 1934     MONUMENTED       CGS
 KO0241
 KO0241                          STATION DESCRIPTION
 KO0241
 KO0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0241'IN HINCKLEY.
 KO0241'AT HINCKLEY, MILLARD COUNTY, ON U.S. HIGHWAY 6, 210 FEET WEST OF THE
 KO0241'IRRIGATION-CANAL HEADGATE, AT THE INTERSECTION OF A SECTION-LINE ROAD,
 KO0241'45 FEET WEST OF THE NORTH-AND-SOUTH ROAD, AND 33 FEET NORTH OF THE
 KO0241'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED R 35 1934 AND
 KO0241'SET IN THE TOP OF A CONCRETE POST.  NOTE-- HINCKLEY 0.7 MI SOUTH AND
 KO0241'1.0 MI WEST OF POST OFFICE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0295 ***********************************************************************
 HO0295  DESIGNATION -  R 359
 HO0295  PID         -  HO0295
 HO0295  STATE/COUNTY-  UT/WASHINGTON
 HO0295  COUNTRY     -  US
 HO0295  USGS QUAD   -  SAINT GEORGE (2017)
 HO0295
 HO0295                         *CURRENT SURVEY CONTROL
 HO0295  ______________________________________________________________________
 HO0295* NAD 83(1986) POSITION- 37 03 33.     (N) 113 32 43.     (W)   SCALED
 HO0295* NAVD 88 ORTHO HEIGHT -   795.550 (meters)     2610.07  (feet) POSTED
 HO0295  ______________________________________________________________________
 HO0295  GEOID HEIGHT    -        -24.566 (meters)                     GEOID18
 HO0295  DYNAMIC HEIGHT  -        794.75  (meters)     2607.4   (feet) COMP
 HO0295  MODELED GRAVITY -    979,598.5   (mgal)                       NAVD 88
 HO0295
 HO0295  VERT ORDER      -  * POSTED, SEE BELOW
 HO0295
 HO0295.The horizontal coordinates were scaled from a map and have
 HO0295.an estimated accuracy of +/- 6 seconds.
 HO0295
 HO0295.The orthometric height was determined by differential leveling
 HO0295.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0295
 HO0295.* This is a POSTED BENCH MARK height.
 HO0295
 HO0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0295.GEOID18 height accuracy estimate available here.
 HO0295
 HO0295.Click photographs - Photos may exist for this station.
 HO0295
 HO0295.The dynamic height is computed by dividing the NAVD 88
 HO0295.geopotential number by the normal gravity value computed on the
 HO0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0295.degrees latitude (g = 980.6199 gals.).
 HO0295
 HO0295.The modeled gravity was interpolated from observed gravity values.
 HO0295
 HO0295;                    North         East    Units  Estimated Accuracy
 HO0295;SPC UT S     - 3,045,550.      318,100.      MT  (+/- 180 meters Scaled)
 HO0295
 HO0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG736044(NAD 83)
 HO0295
 HO0295                          SUPERSEDED SURVEY CONTROL
 HO0295
 HO0295  NGVD 29 (??/??/92)  794.720  (m)         2607.34   (f) ADJ UNCH    2 0
 HO0295
 HO0295.Superseded values are not recommended for survey control.
 HO0295
 HO0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0295.See file dsdata.pdf to determine how the superseded data were derived.
 HO0295
 HO0295_MARKER: DB = BENCH MARK DISK
 HO0295_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HO0295_SP_SET: ABUTMENT
 HO0295_STAMPING: R 359 1960
 HO0295_MARK LOGO: CGS
 HO0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0295
 HO0295  HISTORY     - Date     Condition        Report By
 HO0295  HISTORY     - 1960     MONUMENTED       CGS
 HO0295
 HO0295                          STATION DESCRIPTION
 HO0295
 HO0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HO0295'5.0 MI SE FROM ST GEORGE.
 HO0295'0.8 MILES EAST OF THE POST OFFICE AT ST. GEORGE ON TABERNACLE STREET,
 HO0295'THENCE 3.5 MILES SOUTHEAST ON BLACKTOP ROAD TO A Y-FORK, THENCE 0.7
 HO0295'MILE SOUTH ON GRAVEL ROAD TO A BRIDGE AND THE MARK, 16 FEET SOUTH OF
 HO0295'THE CENTER OF THE ROAD, 66 FEET SOUTH OF THE SOUTH RAIL OF THE BRIDGE,
 HO0295'SET IN A DRILL HOLE IN THE EAST ABUTMENT OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0320 ***********************************************************************
 JN0320  DESIGNATION -  R 36
 JN0320  PID         -  JN0320
 JN0320  STATE/COUNTY-  UT/SEVIER
 JN0320  COUNTRY     -  US
 JN0320  USGS QUAD   -  GEYSER PEAK (2017)
 JN0320
 JN0320                         *CURRENT SURVEY CONTROL
 JN0320  ______________________________________________________________________
 JN0320* NAD 83(1986) POSITION- 38 34 12.     (N) 111 29 57.     (W)   SCALED
 JN0320* NAVD 88 ORTHO HEIGHT -  2673.027 (meters)     8769.76  (feet) ADJUSTED
 JN0320  ______________________________________________________________________
 JN0320  GEOID HEIGHT    -        -17.499 (meters)                     GEOID18
 JN0320  DYNAMIC HEIGHT  -       2669.717 (meters)     8758.90  (feet) COMP
 JN0320  MODELED GRAVITY -    979,292.1   (mgal)                       NAVD 88
 JN0320
 JN0320  VERT ORDER      -  SECOND    CLASS 0
 JN0320
 JN0320.The horizontal coordinates were scaled from a map and have
 JN0320.an estimated accuracy of +/- 6 seconds.
 JN0320
 JN0320.The orthometric height was determined by differential leveling and
 JN0320.adjusted by the NATIONAL GEODETIC SURVEY
 JN0320.in June 1991.
 JN0320
 JN0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0320.GEOID18 height accuracy estimate available here.
 JN0320
 JN0320.Click photographs - Photos may exist for this station.
 JN0320
 JN0320.The dynamic height is computed by dividing the NAVD 88
 JN0320.geopotential number by the normal gravity value computed on the
 JN0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0320.degrees latitude (g = 980.6199 gals.).
 JN0320
 JN0320.The modeled gravity was interpolated from observed gravity values.
 JN0320
 JN0320;                    North         East    Units  Estimated Accuracy
 JN0320;SPC UT C     - 2,026,280.      500,070.      MT  (+/- 180 meters Scaled)
 JN0320
 JN0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH565691(NAD 83)
 JN0320
 JN0320                          SUPERSEDED SURVEY CONTROL
 JN0320
 JN0320  NGVD 29 (??/??/92) 2671.546  (m)         8764.90   (f) ADJ UNCH    2 0
 JN0320
 JN0320.Superseded values are not recommended for survey control.
 JN0320
 JN0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0320.See file dsdata.pdf to determine how the superseded data were derived.
 JN0320
 JN0320_MARKER: DB = BENCH MARK DISK
 JN0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0320_STAMPING: R 36 1934
 JN0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0320+STABILITY: SURFACE MOTION
 JN0320
 JN0320  HISTORY     - Date     Condition        Report By
 JN0320  HISTORY     - 1934     MONUMENTED       CGS
 JN0320
 JN0320                          STATION DESCRIPTION
 JN0320
 JN0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0320'17.2 MI N FROM LOA.
 JN0320'IN SEVIER COUNTY, ABOUT 17.2 MILES NORTH ALONG STATE HIGHWAY 72 FROM
 JN0320'THE LOA MERCANTILE CO. AT LOA, WAYNE COUNTY, ABOUT 460 FEET WEST OF A
 JN0320'SMALL GROVE OF ASPEN TREES, 33 FEET NORTHWEST OF THE CENTER LINE OF
 JN0320'THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 JN0320'DISK, STAMPED R 36 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0349 ***********************************************************************
 HO0349  DESIGNATION -  R 364
 HO0349  PID         -  HO0349
 HO0349  STATE/COUNTY-  UT/WASHINGTON
 HO0349  COUNTRY     -  US
 HO0349  USGS QUAD   -  HARRISBURG JUNCTION (2017)
 HO0349
 HO0349                         *CURRENT SURVEY CONTROL
 HO0349  ______________________________________________________________________
 HO0349* NAD 83(1986) POSITION- 37 09 36.03   (N) 113 26 05.85   (W)   HD_HELD1
 HO0349* NAVD 88 ORTHO HEIGHT -   952.288 (meters)     3124.30  (feet) ADJUSTED
 HO0349  ______________________________________________________________________
 HO0349  GEOID HEIGHT    -        -24.114 (meters)                     GEOID18
 HO0349  DYNAMIC HEIGHT  -        951.308 (meters)     3121.08  (feet) COMP
 HO0349  MODELED GRAVITY -    979,570.6   (mgal)                       NAVD 88
 HO0349  OBS GRAVITY     -    979,568.7   (mgal)                       GRAV_OBS
 HO0349
 HO0349  VERT ORDER      -  FIRST     CLASS II
 HO0349
 HO0349.The horizontal coordinates were determined by differentially corrected
 HO0349.hand held GPS observations or other comparable positioning techniques
 HO0349.and have an estimated accuracy of +/- 3 meters.
 HO0349
 HO0349.The orthometric height was determined by differential leveling and
 HO0349.adjusted by the NATIONAL GEODETIC SURVEY
 HO0349.in June 1991.
 HO0349
 HO0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0349.GEOID18 height accuracy estimate available here.
 HO0349
 HO0349.Click photographs - Photos may exist for this station.
 HO0349
 HO0349.The dynamic height is computed by dividing the NAVD 88
 HO0349.geopotential number by the normal gravity value computed on the
 HO0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0349.degrees latitude (g = 980.6199 gals.).
 HO0349
 HO0349.The modeled gravity was interpolated from observed gravity values.
 HO0349
 HO0349.The observed gravity was obtained from relative gravimeter ties
 HO0349.to the IGSN71 gravity network.
 HO0349
 HO0349;                    North         East    Units  Estimated Accuracy
 HO0349;SPC UT S     - 3,056,531.0     328,138.2     MT  (+/- 3 meters HH1 GPS) 
 HO0349
 HO0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG8378415399(NAD 83)
 HO0349
 HO0349                          SUPERSEDED SURVEY CONTROL
 HO0349
 HO0349.No superseded survey control is available for this station.
 HO0349
 HO0349_MARKER: F = FLANGE-ENCASED ROD
 HO0349_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0349_STAMPING: R 364 1982
 HO0349_MARK LOGO: NGS
 HO0349_PROJECTION: FLUSH
 HO0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HO0349+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 HO0349_ROD/PIPE-DEPTH: 1.5 meters
 HO0349
 HO0349  HISTORY     - Date     Condition        Report By
 HO0349  HISTORY     - 1982     MONUMENTED       NGS
 HO0349  HISTORY     - 20090416 GOOD             INDIV
 HO0349  HISTORY     - 20120612 GOOD             SUNENG
 HO0349
 HO0349                          STATION DESCRIPTION
 HO0349
 HO0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0349'13.9 KM (8.7 MI) WEST FROM HURRICANE.
 HO0349'13.95 KM (8.7 MI) WEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 HO0349'STATE HIGHWAY 59 IN HURRICANE, 8.4 KM (5.3 MI) NORTHEAST OF
 HO0349'WASHINGTON, IN THE SOUTHEAST CORNER OF THE INTERSECTION OF OLD US
 HO0349'HIGHWAY 91, 60.3 METERS (198 FT) SOUTH OF THE HIGHWAY CENTERLINE, 76.8
 HO0349'METERS (252 FT) SOUTHWEST OF MILEPOST 1, 24.5 METERS (80.5 FT) WEST OF
 HO0349'POWER POLE 278, 21.8 METERS (71.5 FT) EAST OF THE EAST CORNER OF THE
 HO0349'NORTHEAST SANDSTONE MASONARY SIGN POST FOR PINE VALLEY HISTORIC SIGN,
 HO0349'0.3 METER (1 FT) NORTH OF THE RIGHT OF WAY FENCE.
 HO0349'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 HO0349'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 HO0349
 HO0349                          STATION RECOVERY (2009)
 HO0349
 HO0349'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 HO0349'RECOVERED IN GOOD CONDITION.
 HO0349
 HO0349                          STATION RECOVERY (2012)
 HO0349
 HO0349'RECOVERY NOTE BY SUNRISE ENGINEERING 2012 (AB)
 HO0349'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0374 ***********************************************************************
 HO0374  DESIGNATION -  R 365
 HO0374  PID         -  HO0374
 HO0374  STATE/COUNTY-  UT/WASHINGTON
 HO0374  COUNTRY     -  US
 HO0374  USGS QUAD   -  SHIVWITS (2017)
 HO0374
 HO0374                         *CURRENT SURVEY CONTROL
 HO0374  ______________________________________________________________________
 HO0374* NAD 83(1986) POSITION- 37 08 01.7    (N) 113 49 02.1    (W)   HD_HELD2
 HO0374* NAVD 88 ORTHO HEIGHT -  1301.933 (meters)     4271.43  (feet) ADJUSTED
 HO0374  ______________________________________________________________________
 HO0374  GEOID HEIGHT    -        -24.511 (meters)                     GEOID18
 HO0374  DYNAMIC HEIGHT  -       1300.531 (meters)     4266.83  (feet) COMP
 HO0374  MODELED GRAVITY -    979,508.6   (mgal)                       NAVD 88
 HO0374  OBS GRAVITY     -    979,508.5   (mgal)                       GRAV_OBS
 HO0374
 HO0374  VERT ORDER      -  FIRST     CLASS II
 HO0374
 HO0374.The horizontal coordinates were established by autonomous hand held GPS
 HO0374.observations and have an estimated accuracy of +/- 10 meters.
 HO0374
 HO0374.The orthometric height was determined by differential leveling and
 HO0374.adjusted by the NATIONAL GEODETIC SURVEY
 HO0374.in June 1991.
 HO0374
 HO0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0374.GEOID18 height accuracy estimate available here.
 HO0374
 HO0374.Click photographs - Photos may exist for this station.
 HO0374
 HO0374.The dynamic height is computed by dividing the NAVD 88
 HO0374.geopotential number by the normal gravity value computed on the
 HO0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0374.degrees latitude (g = 980.6199 gals.).
 HO0374
 HO0374.The modeled gravity was interpolated from observed gravity values.
 HO0374
 HO0374.The observed gravity was obtained from relative gravimeter ties
 HO0374.to the IGSN71 gravity network.
 HO0374
 HO0374;                    North         East    Units  Estimated Accuracy
 HO0374;SPC UT S     - 3,054,396.      294,118.      MT  (+/- 10 meters HH2 GPS)
 HO0374
 HO0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG4974413431(NAD 83)
 HO0374
 HO0374                          SUPERSEDED SURVEY CONTROL
 HO0374
 HO0374.No superseded survey control is available for this station.
 HO0374
 HO0374_MARKER: DV = VERTICAL CONTROL DISK
 HO0374_SETTING: 66 = SET IN ROCK OUTCROP
 HO0374_STAMPING: R 365 1982
 HO0374_MARK LOGO: NGS
 HO0374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0374+STABILITY: POSITION/ELEVATION WELL
 HO0374
 HO0374  HISTORY     - Date     Condition        Report By
 HO0374  HISTORY     - 1982     MONUMENTED       NGS
 HO0374
 HO0374                          STATION DESCRIPTION
 HO0374
 HO0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0374'20.5 KM (12.8 MI) WEST FROM SANTA CLARA.
 HO0374'20.5 KM (12.8 MI) WEST ALONG OLD US HIGHWAY 91 FROM THE CHURCH OF
 HO0374'LATTER DAY SAINTS IN SANTA CLARA, IN TOP OF THE SOUTHWEST EDGE OF A
 HO0374'SLOPEING SANDSTONE LEDGE ON THE INSIDE OF THE SOUTHWEST END OF A
 HO0374'CURVE, 3.75 KM (2.35 MI) NORTH OF UTAH HILL SUMMIT, 0.7 KM (0.45 MI)
 HO0374'SOUTH OF MILEPOST 12, 7.0 METERS (23 FT) NORTHWEST OF THE HIGHWAY
 HO0374'CENTERLINE, 39.9 METERS (131 FT) NORTHEAST OF THE NORTHWEST END OF A
 HO0374'24 INCH CORRUGATED METAL PIPE CULVERT, 28.0 METERS (92 FT) NORTHEAST
 HO0374'OF THE SOUTHWEST END OF THE ROCK CUT, 0.5 METER (1.7 FT) NORTHWEST OF
 HO0374'THE NORTHEAST EDGE OF THE ROCK LEDGE.
 HO0374'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 HO0374'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0414 ***********************************************************************
 HO0414  DESIGNATION -  R 366
 HO0414  PID         -  HO0414
 HO0414  STATE/COUNTY-  UT/WASHINGTON
 HO0414  COUNTRY     -  US
 HO0414  USGS QUAD   -  SPRINGDALE WEST (2017)
 HO0414
 HO0414                         *CURRENT SURVEY CONTROL
 HO0414  ______________________________________________________________________
 HO0414* NAD 83(1986) POSITION- 37 10 45.     (N) 113 00 25.     (W)   SCALED
 HO0414* NAVD 88 ORTHO HEIGHT -  1168.779 (meters)     3834.57  (feet) ADJUSTED
 HO0414  ______________________________________________________________________
 HO0414  GEOID HEIGHT    -        -22.628 (meters)                     GEOID18
 HO0414  DYNAMIC HEIGHT  -       1167.511 (meters)     3830.41  (feet) COMP
 HO0414  MODELED GRAVITY -    979,507.0   (mgal)                       NAVD 88
 HO0414
 HO0414  VERT ORDER      -  FIRST     CLASS II
 HO0414
 HO0414.The horizontal coordinates were scaled from a map and have
 HO0414.an estimated accuracy of +/- 6 seconds.
 HO0414
 HO0414.The orthometric height was determined by differential leveling and
 HO0414.adjusted by the NATIONAL GEODETIC SURVEY
 HO0414.in June 1991.
 HO0414
 HO0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0414.GEOID18 height accuracy estimate available here.
 HO0414
 HO0414.Click photographs - Photos may exist for this station.
 HO0414
 HO0414.The dynamic height is computed by dividing the NAVD 88
 HO0414.geopotential number by the normal gravity value computed on the
 HO0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0414.degrees latitude (g = 980.6199 gals.).
 HO0414
 HO0414.The modeled gravity was interpolated from observed gravity values.
 HO0414
 HO0414;                    North         East    Units  Estimated Accuracy
 HO0414;SPC UT S     - 3,057,960.      366,190.      MT  (+/- 180 meters Scaled)
 HO0414
 HO0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG218166(NAD 83)
 HO0414
 HO0414                          SUPERSEDED SURVEY CONTROL
 HO0414
 HO0414.No superseded survey control is available for this station.
 HO0414
 HO0414_MARKER: I = METAL ROD
 HO0414_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0414_STAMPING: R 366 1982
 HO0414_MARK LOGO: NGS
 HO0414_PROJECTION: FLUSH
 HO0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0414_ROD/PIPE-DEPTH: 12.2 meters
 HO0414
 HO0414  HISTORY     - Date     Condition        Report By
 HO0414  HISTORY     - 1982     MONUMENTED       NGS
 HO0414
 HO0414                          STATION DESCRIPTION
 HO0414
 HO0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0414'IN SPRINGDALE.
 HO0414'IN SPRINGDALE, 1.5 METERS (5 FT) NORTHEAST OF THE TRANSPOLE ACROSS THE
 HO0414'HIGHWAY FROM THE EAST CORNER OF THE CHURCH OF LATTER DAY SAINTS,
 HO0414'0.7 KM (0.45 MI) NORTHEAST OF MILEPOST 30, 9.0 METERS (29.5 FT)
 HO0414'SOUTHEAST OF THE HIGHWAY CENTERLINE, 36.7 METERS (120.5 FT) SOUTHEAST
 HO0414'ACROSS THE HIGHWAY FROM THE EAST CORNER OF THE CHURCH, 2.1 METERS
 HO0414'(7 FT) NORTHEAST OF THE NORTHEAST GATE POST FOR A PIPE GATE, 0.5 METER
 HO0414'(1.5 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 HO0414'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 HO0414'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0437 ***********************************************************************
 HO0437  DESIGNATION -  R 367
 HO0437  PID         -  HO0437
 HO0437  STATE/COUNTY-  UT/KANE
 HO0437  COUNTRY     -  US
 HO0437  USGS QUAD   -  MOUNT CARMEL (2017)
 HO0437
 HO0437                         *CURRENT SURVEY CONTROL
 HO0437  ______________________________________________________________________
 HO0437* NAD 83(1986) POSITION- 37 13 29.88   (N) 112 40 59.34   (W)   HD_HELD1
 HO0437* NAVD 88 ORTHO HEIGHT -  1593.285 (meters)     5227.30  (feet) ADJUSTED
 HO0437  ______________________________________________________________________
 HO0437  GEOID HEIGHT    -        -21.838 (meters)                     GEOID18
 HO0437  DYNAMIC HEIGHT  -       1591.425 (meters)     5221.20  (feet) COMP
 HO0437  MODELED GRAVITY -    979,407.3   (mgal)                       NAVD 88
 HO0437
 HO0437  VERT ORDER      -  FIRST     CLASS II
 HO0437
 HO0437.The horizontal coordinates were determined by differentially corrected
 HO0437.hand held GPS observations or other comparable positioning techniques
 HO0437.and have an estimated accuracy of +/- 3 meters.
 HO0437
 HO0437.The orthometric height was determined by differential leveling and
 HO0437.adjusted by the NATIONAL GEODETIC SURVEY
 HO0437.in June 1991.
 HO0437
 HO0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0437.GEOID18 height accuracy estimate available here.
 HO0437
 HO0437.Click photographs - Photos may exist for this station.
 HO0437
 HO0437.The dynamic height is computed by dividing the NAVD 88
 HO0437.geopotential number by the normal gravity value computed on the
 HO0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0437.degrees latitude (g = 980.6199 gals.).
 HO0437
 HO0437.The modeled gravity was interpolated from observed gravity values.
 HO0437
 HO0437;                    North         East    Units  Estimated Accuracy
 HO0437;SPC UT S     - 3,062,626.3     394,999.9     MT  (+/- 3 meters HH1 GPS) 
 HO0437
 HO0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG5067621156(NAD 83)
 HO0437
 HO0437                          SUPERSEDED SURVEY CONTROL
 HO0437
 HO0437.No superseded survey control is available for this station.
 HO0437
 HO0437_MARKER: DV = VERTICAL CONTROL DISK
 HO0437_SETTING: 66 = SET IN ROCK OUTCROP
 HO0437_STAMPING: R 367 1983
 HO0437_MARK LOGO: NGS
 HO0437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0437+STABILITY: POSITION/ELEVATION WELL
 HO0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HO0437+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2015
 HO0437
 HO0437  HISTORY     - Date     Condition        Report By
 HO0437  HISTORY     - 1983     MONUMENTED       NGS
 HO0437  HISTORY     - 20150623 GOOD             GEOCAC
 HO0437
 HO0437                          STATION DESCRIPTION
 HO0437
 HO0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0437'40.4 KM (25.3 MI) EAST FROM SPRINGDALE.
 HO0437'40.4 KM (25.35 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF
 HO0437'LATTER DAY SAINTS IN SPRINGDALE, IN TOP OF THE SOUTHEAST END OF THE
 HO0437'TOP LAYER OF A LIMESTONE FORMATION AT THE BASE OF THE SOUTHEAST END OF
 HO0437'A CUT, 0.25 KM (0.1 MI) NORTHWEST OF THE JUNCTION OF US HIGHWAY 89,
 HO0437'11.7 METERS (38.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 1.2 METERS
 HO0437'(4 FT) NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK, 1.8 METERS (6 FT)
 HO0437'ABOVE THE BASE OF THE CUT.
 HO0437'THE MARK IS 0.2 METERS  SE FROM A WITNESS POST.
 HO0437'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 HO0437
 HO0437                          STATION RECOVERY (2015)
 HO0437
 HO0437'RECOVERY NOTE BY GEOCACHING 2015 (JMH)
 HO0437'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0388 ***********************************************************************
 JO0388  DESIGNATION -  R 368
 JO0388  PID         -  JO0388
 JO0388  STATE/COUNTY-  UT/BEAVER
 JO0388  COUNTRY     -  US
 JO0388  USGS QUAD   -  CAVE CANYON (2017)
 JO0388
 JO0388                         *CURRENT SURVEY CONTROL
 JO0388  ______________________________________________________________________
 JO0388* NAD 83(1986) POSITION- 38 22 04.76   (N) 112 59 42.42   (W)   HD_HELD1
 JO0388* NAVD 88 ORTHO HEIGHT -  1520.350 (meters)     4988.02  (feet) ADJUSTED
 JO0388  ______________________________________________________________________
 JO0388  GEOID HEIGHT    -        -20.942 (meters)                     GEOID18
 JO0388  DYNAMIC HEIGHT  -       1518.750 (meters)     4982.77  (feet) COMP
 JO0388  MODELED GRAVITY -    979,523.5   (mgal)                       NAVD 88
 JO0388  OBS GRAVITY     -    979,521.7   (mgal)                       GRAV_OBS
 JO0388
 JO0388  VERT ORDER      -  FIRST     CLASS II
 JO0388
 JO0388.The horizontal coordinates were determined by differentially corrected
 JO0388.hand held GPS observations or other comparable positioning techniques
 JO0388.and have an estimated accuracy of +/- 3 meters.
 JO0388
 JO0388.The orthometric height was determined by differential leveling and
 JO0388.adjusted by the NATIONAL GEODETIC SURVEY
 JO0388.in June 1991.
 JO0388
 JO0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0388.GEOID18 height accuracy estimate available here.
 JO0388
 JO0388.Click photographs - Photos may exist for this station.
 JO0388
 JO0388.The dynamic height is computed by dividing the NAVD 88
 JO0388.geopotential number by the normal gravity value computed on the
 JO0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0388.degrees latitude (g = 980.6199 gals.).
 JO0388
 JO0388.The modeled gravity was interpolated from observed gravity values.
 JO0388
 JO0388.The observed gravity was obtained from relative gravimeter ties
 JO0388.to the IGSN71 gravity network.
 JO0388
 JO0388;                    North         East    Units  Estimated Accuracy
 JO0388;SPC UT S     - 3,189,869.5     369,344.3     MT  (+/- 3 meters HH1 GPS) 
 JO0388
 JO0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH2570448529(NAD 83)
 JO0388
 JO0388                          SUPERSEDED SURVEY CONTROL
 JO0388
 JO0388.No superseded survey control is available for this station.
 JO0388
 JO0388_MARKER: I = METAL ROD
 JO0388_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0388_STAMPING: R 368 1984
 JO0388_MARK LOGO: NGS
 JO0388_PROJECTION: FLUSH
 JO0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0388_ROD/PIPE-DEPTH: 5.5 meters
 JO0388
 JO0388  HISTORY     - Date     Condition        Report By
 JO0388  HISTORY     - 1984     MONUMENTED       NGS
 JO0388
 JO0388                          STATION DESCRIPTION
 JO0388
 JO0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0388'3.2 KM (2.0 MI) SE FROM MILFORD.
 JO0388'3.18 KM (1.97 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0388'OFFICE AT MILFORD, IN THE NORTHEAST CORNER OF THE INTERSECTION OF A
 JO0388'DIRT ROAD, ACROSS THE HIGHWAY FROM A ONE STORY BRICK HOUSE, AT A
 JO0388'TELEPHONE LINE CROSSING, 0.42 KM (0.26 MI) SOUTHEAST OF MILEPOST 79,
 JO0388'16.5 METERS (54 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 6.1 METERS
 JO0388'(20 FT) NORTH OF THE CENTER OF THE ROAD AND 1.4 METERS (4.5 FT)
 JO0388'NORTHWEST OF A TELEPHONE POLE.
 JO0388'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 JO0388'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0457 ***********************************************************************
 HO0457  DESIGNATION -  R 369
 HO0457  PID         -  HO0457
 HO0457  STATE/COUNTY-  UT/IRON
 HO0457  COUNTRY     -  US
 HO0457  USGS QUAD   -  ENOCH NE (2017)
 HO0457
 HO0457                         *CURRENT SURVEY CONTROL
 HO0457  ______________________________________________________________________
 HO0457* NAD 83(1986) POSITION- 37 58 50.     (N) 113 00 11.     (W)   SCALED
 HO0457* NAVD 88 ORTHO HEIGHT -  1821.563 (meters)     5976.24  (feet) ADJUSTED
 HO0457  ______________________________________________________________________
 HO0457  GEOID HEIGHT    -        -21.380 (meters)                     GEOID18
 HO0457  DYNAMIC HEIGHT  -       1819.484 (meters)     5969.42  (feet) COMP
 HO0457  MODELED GRAVITY -    979,423.6   (mgal)                       NAVD 88
 HO0457
 HO0457  VERT ORDER      -  FIRST     CLASS II
 HO0457
 HO0457.The horizontal coordinates were scaled from a map and have
 HO0457.an estimated accuracy of +/- 6 seconds.
 HO0457
 HO0457.The orthometric height was determined by differential leveling and
 HO0457.adjusted by the NATIONAL GEODETIC SURVEY
 HO0457.in June 1991.
 HO0457
 HO0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0457.GEOID18 height accuracy estimate available here.
 HO0457
 HO0457.Click photographs - Photos may exist for this station.
 HO0457
 HO0457.The dynamic height is computed by dividing the NAVD 88
 HO0457.geopotential number by the normal gravity value computed on the
 HO0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0457.degrees latitude (g = 980.6199 gals.).
 HO0457
 HO0457.The modeled gravity was interpolated from observed gravity values.
 HO0457
 HO0457;                    North         East    Units  Estimated Accuracy
 HO0457;SPC UT S     - 3,146,880.      367,960.      MT  (+/- 180 meters Scaled)
 HO0457
 HO0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH240055(NAD 83)
 HO0457
 HO0457                          SUPERSEDED SURVEY CONTROL
 HO0457
 HO0457.No superseded survey control is available for this station.
 HO0457
 HO0457_MARKER: I = METAL ROD
 HO0457_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HO0457+WITH SETTING: INFORMATION.
 HO0457_STAMPING: R 369 1984
 HO0457_MARK LOGO: NGS
 HO0457_PROJECTION: FLUSH
 HO0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0457_ROD/PIPE-DEPTH: 1.2 meters
 HO0457
 HO0457  HISTORY     - Date     Condition        Report By
 HO0457  HISTORY     - 1984     MONUMENTED       NGS
 HO0457
 HO0457                          STATION DESCRIPTION
 HO0457
 HO0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0457'29.0 KM (18.0 MI) SOUTH FROM MINERSVILLE.
 HO0457'28.94 KM (18.04 MI) SOUTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 HO0457'AT MINERSVILLE, 27.4 METERS (90 FT) SOUTHEAST OF THE HIGHWAY
 HO0457'CENTERLINE AND 20.6 METERS (67.5 FT) NORTHEAST OF MILEPOST 24.
 HO0457'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 HO0457'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0038 ***********************************************************************
 JO0038  DESIGNATION -  R 37
 JO0038  PID         -  JO0038
 JO0038  STATE/COUNTY-  UT/SEVIER
 JO0038  COUNTRY     -  US
 JO0038  USGS QUAD   -  MARYSVALE CANYON (2017)
 JO0038
 JO0038                         *CURRENT SURVEY CONTROL
 JO0038  ______________________________________________________________________
 JO0038* NAD 83(1986) POSITION- 38 30 40.     (N) 112 15 31.     (W)   SCALED
 JO0038* NAVD 88 ORTHO HEIGHT -  1769.873 (meters)     5806.66  (feet) ADJUSTED
 JO0038  ______________________________________________________________________
 JO0038  GEOID HEIGHT    -        -19.119 (meters)                     GEOID18
 JO0038  DYNAMIC HEIGHT  -       1767.851 (meters)     5800.02  (feet) COMP
 JO0038  MODELED GRAVITY -    979,424.8   (mgal)                       NAVD 88
 JO0038
 JO0038  VERT ORDER      -  SECOND    CLASS 0
 JO0038
 JO0038.The horizontal coordinates were scaled from a map and have
 JO0038.an estimated accuracy of +/- 6 seconds.
 JO0038
 JO0038.The orthometric height was determined by differential leveling and
 JO0038.adjusted by the NATIONAL GEODETIC SURVEY
 JO0038.in June 1991.
 JO0038
 JO0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0038.GEOID18 height accuracy estimate available here.
 JO0038
 JO0038.Click photographs - Photos may exist for this station.
 JO0038
 JO0038.The dynamic height is computed by dividing the NAVD 88
 JO0038.geopotential number by the normal gravity value computed on the
 JO0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0038.degrees latitude (g = 980.6199 gals.).
 JO0038
 JO0038.The modeled gravity was interpolated from observed gravity values.
 JO0038
 JO0038;                    North         East    Units  Estimated Accuracy
 JO0038;SPC UT C     - 2,020,020.      433,820.      MT  (+/- 180 meters Scaled)
 JO0038
 JO0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH902632(NAD 83)
 JO0038
 JO0038                          SUPERSEDED SURVEY CONTROL
 JO0038
 JO0038  NGVD 29 (??/??/92) 1768.566  (m)         5802.37   (f) ADJ UNCH    2 0
 JO0038
 JO0038.Superseded values are not recommended for survey control.
 JO0038
 JO0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0038.See file dsdata.pdf to determine how the superseded data were derived.
 JO0038
 JO0038_MARKER: DB = BENCH MARK DISK
 JO0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0038_STAMPING: R 37 1934
 JO0038_MARK LOGO: CGS
 JO0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0038+STABILITY: SURFACE MOTION
 JO0038
 JO0038  HISTORY     - Date     Condition        Report By
 JO0038  HISTORY     - 1934     MONUMENTED       CGS
 JO0038  HISTORY     - 1975     MARK NOT FOUND   USGS
 JO0038
 JO0038                          STATION DESCRIPTION
 JO0038
 JO0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0038'6.1 MI S FROM SEVIER.
 JO0038'ABOUT 6.1 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JO0038'FROM THE STATION AT SEVIER, SEVIER COUNTY, ABOUT 117 FEET WEST OF THE
 JO0038'STATION SIGNBOARD AT BELKNAP, ABOUT 75 FEET EAST OF THE EAST BANK OF
 JO0038'SEVIER RIVER, AND 81 FEET WEST OF THE CENTER LINE OF THE TRACK. A
 JO0038'STANDARD DISK, STAMPED R 37 1934 AND SET IN THE TOP OF A CONCRETE
 JO0038'POST.
 JO0038
 JO0038                          STATION RECOVERY (1975)
 JO0038
 JO0038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0038'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0569 ***********************************************************************
 MR0569  DESIGNATION -  R 370
 MR0569  PID         -  MR0569
 MR0569  STATE/COUNTY-  UT/SUMMIT
 MR0569  COUNTRY     -  US
 MR0569  USGS QUAD   -  DEVILS SLIDE (2017)
 MR0569
 MR0569                         *CURRENT SURVEY CONTROL
 MR0569  ______________________________________________________________________
 MR0569* NAD 83(1986) POSITION- 41 02 53.     (N) 111 31 39.     (W)   SCALED
 MR0569* NAVD 88 ORTHO HEIGHT -  1613.147 (meters)     5292.47  (feet) ADJUSTED
 MR0569  ______________________________________________________________________
 MR0569  GEOID HEIGHT    -        -16.067 (meters)                     GEOID18
 MR0569  DYNAMIC HEIGHT  -       1611.753 (meters)     5287.89  (feet) COMP
 MR0569  MODELED GRAVITY -    979,704.6   (mgal)                       NAVD 88
 MR0569
 MR0569  VERT ORDER      -  FIRST     CLASS II
 MR0569
 MR0569.The horizontal coordinates were scaled from a map and have
 MR0569.an estimated accuracy of +/- 6 seconds.
 MR0569
 MR0569.The orthometric height was determined by differential leveling and
 MR0569.adjusted by the NATIONAL GEODETIC SURVEY
 MR0569.in June 1991.
 MR0569
 MR0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0569.GEOID18 height accuracy estimate available here.
 MR0569
 MR0569.Click photographs - Photos may exist for this station.
 MR0569
 MR0569.The dynamic height is computed by dividing the NAVD 88
 MR0569.geopotential number by the normal gravity value computed on the
 MR0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0569.degrees latitude (g = 980.6199 gals.).
 MR0569
 MR0569.The modeled gravity was interpolated from observed gravity values.
 MR0569
 MR0569;                    North         East    Units  Estimated Accuracy
 MR0569;SPC UT N     - 1,079,370.      497,690.      MT  (+/- 180 meters Scaled)
 MR0569
 MR0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL556442(NAD 83)
 MR0569
 MR0569                          SUPERSEDED SURVEY CONTROL
 MR0569
 MR0569  NGVD 29 (06/08/92) 1611.985  (m)         5288.65   (f) ADJUSTED    1 2
 MR0569
 MR0569.Superseded values are not recommended for survey control.
 MR0569
 MR0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0569.See file dsdata.pdf to determine how the superseded data were derived.
 MR0569
 MR0569_MARKER: DB = BENCH MARK DISK
 MR0569_SETTING: 66 = SET IN ROCK OUTCROP
 MR0569_STAMPING: R 370 1983
 MR0569_MARK LOGO: NGS
 MR0569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0569+STABILITY: POSITION/ELEVATION WELL
 MR0569
 MR0569  HISTORY     - Date     Condition        Report By
 MR0569  HISTORY     - 1983     MONUMENTED       NGS
 MR0569
 MR0569                          STATION DESCRIPTION
 MR0569
 MR0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0569'2.1 KM (1.3 MI) SE FROM DEVILS SLIDE.
 MR0569'2.1 KM (1.3 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0569'THE STATION IN DEVILS SLIDE, IN THE CENTER OF AN 8 BY 12 FT EXPOSED
 MR0569'AREA OF A ROCK LEDGE, 0.6 KM (0.35 MI) SOUTHEAST OF INTERSTATE HIGHWAY
 MR0569'84 MILEPOST 112, 0.3 KM (0.2 MI) SOUTHEAST OF THE MORGAN AND SUMMIT
 MR0569'COUNTY LINE, 97.5 METERS (319.8 FT) SOUTHWEST OF THE NEAR RAIL, 43.8
 MR0569'METERS (143.7 FT) NORTHWEST OF THE CENTER LEG OF A HIGHWAY INFORMATION
 MR0569'SIGN (EXIT 112 HENEFER), 25.4 METERS (83.3 FT) SOUTHWEST OF THE
 MR0569'CENTERLINE OF THE SOUTHEAST BOUND LANES OF INTERSTATE HIGHWAY 84, AND
 MR0569'12.5 METERS (41.0 FT) SOUTHWEST OF A CHAIN LINK FENCE.
 MR0569'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 MR0569'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0509 ***********************************************************************
 MR0509  DESIGNATION -  R 371
 MR0509  PID         -  MR0509
 MR0509  STATE/COUNTY-  UT/DAVIS
 MR0509  COUNTRY     -  US
 MR0509  USGS QUAD   -  OGDEN (2017)
 MR0509
 MR0509                         *CURRENT SURVEY CONTROL
 MR0509  ______________________________________________________________________
 MR0509* NAD 83(1986) POSITION- 41 09 02.     (N) 111 58 08.     (W)   SCALED
 MR0509* NAVD 88 ORTHO HEIGHT -  1357.762 (meters)     4454.59  (feet) ADJUSTED
 MR0509  ______________________________________________________________________
 MR0509  GEOID HEIGHT    -        -16.723 (meters)                     GEOID18
 MR0509  DYNAMIC HEIGHT  -       1356.699 (meters)     4451.10  (feet) COMP
 MR0509  MODELED GRAVITY -    979,795.1   (mgal)                       NAVD 88
 MR0509
 MR0509  VERT ORDER      -  FIRST     CLASS II
 MR0509
 MR0509.The horizontal coordinates were scaled from a map and have
 MR0509.an estimated accuracy of +/- 6 seconds.
 MR0509
 MR0509.The orthometric height was determined by differential leveling and
 MR0509.adjusted by the NATIONAL GEODETIC SURVEY
 MR0509.in June 1991.
 MR0509
 MR0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0509.GEOID18 height accuracy estimate available here.
 MR0509
 MR0509.Click photographs - Photos may exist for this station.
 MR0509
 MR0509.The dynamic height is computed by dividing the NAVD 88
 MR0509.geopotential number by the normal gravity value computed on the
 MR0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0509.degrees latitude (g = 980.6199 gals.).
 MR0509
 MR0509.The modeled gravity was interpolated from observed gravity values.
 MR0509
 MR0509;                    North         East    Units  Estimated Accuracy
 MR0509;SPC UT N     - 1,090,860.      460,640.      MT  (+/- 180 meters Scaled)
 MR0509
 MR0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL187559(NAD 83)
 MR0509
 MR0509                          SUPERSEDED SURVEY CONTROL
 MR0509
 MR0509.No superseded survey control is available for this station.
 MR0509
 MR0509_MARKER: DB = BENCH MARK DISK
 MR0509_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MR0509_SP_SET: ABUTMENT
 MR0509_STAMPING: R 371 1983
 MR0509_MARK LOGO: NGS
 MR0509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0509+STABILITY: POSITION/ELEVATION WELL
 MR0509
 MR0509  HISTORY     - Date     Condition        Report By
 MR0509  HISTORY     - 1983     MONUMENTED       NGS
 MR0509  HISTORY     - 19870401 MARK NOT FOUND   USGS
 MR0509  HISTORY     - 20170505 MARK NOT FOUND   INDIV
 MR0509
 MR0509                          STATION DESCRIPTION
 MR0509
 MR0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0509'11.4 KM (7.05 MI) SOUTH FROM OGDEN.
 MR0509'10.1 KM (6.25 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0509'STATION IN OGDEN, THENCE 0.1 KM (0.05 MI) SOUTHEASTERLY ACROSS
 MR0509'COUNTRY, THENCE 1.2 KM (0.75 MI) SOUTHWESTERLY AND NORTHWESTERLY ALONG
 MR0509'A PAVED ROAD, IN TOP OF AND 0.6 METERS (2.0 FT) WEST OF THE EAST END
 MR0509'OF THE NORTH CONCRETE ABUTMENT OF A BRIDGE SPANNING INTERSTATE HIGHWAY
 MR0509'15 (EXIT 85), AND 10.2 METERS (33.5 FT) EAST OF THE CENTER OF THE
 MR0509'ROAD.
 MR0509'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 MR0509
 MR0509                          STATION RECOVERY (1987)
 MR0509
 MR0509'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (GH)
 MR0509'MARK NOT FOUND.
 MR0509
 MR0509                          STATION RECOVERY (2017)
 MR0509
 MR0509'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (JEC)
 MR0509'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0356 ***********************************************************************
 HM0356  DESIGNATION -  R 372
 HM0356  PID         -  HM0356
 HM0356  STATE/COUNTY-  UT/SAN JUAN
 HM0356  COUNTRY     -  US
 HM0356  USGS QUAD   -  BLUFF (2017)
 HM0356
 HM0356                         *CURRENT SURVEY CONTROL
 HM0356  ______________________________________________________________________
 HM0356* NAD 83(1986) POSITION- 37 17 46.2    (N) 109 32 12.8    (W)   HD_HELD2
 HM0356* NAVD 88 ORTHO HEIGHT -  1369.919 (meters)     4494.48  (feet) ADJUSTED
 HM0356  ______________________________________________________________________
 HM0356  GEOID HEIGHT    -        -20.895 (meters)                     GEOID18
 HM0356  DYNAMIC HEIGHT  -       1368.384 (meters)     4489.44  (feet) COMP
 HM0356  MODELED GRAVITY -    979,463.2   (mgal)                       NAVD 88
 HM0356
 HM0356  VERT ORDER      -  FIRST     CLASS II
 HM0356
 HM0356.The horizontal coordinates were established by autonomous hand held GPS
 HM0356.observations and have an estimated accuracy of +/- 10 meters.
 HM0356
 HM0356.The orthometric height was determined by differential leveling and
 HM0356.adjusted by the NATIONAL GEODETIC SURVEY
 HM0356.in June 1991.
 HM0356
 HM0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0356.GEOID18 height accuracy estimate available here.
 HM0356
 HM0356.Click photographs - Photos may exist for this station.
 HM0356
 HM0356.The dynamic height is computed by dividing the NAVD 88
 HM0356.geopotential number by the normal gravity value computed on the
 HM0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0356.degrees latitude (g = 980.6199 gals.).
 HM0356
 HM0356.The modeled gravity was interpolated from observed gravity values.
 HM0356
 HM0356;                    North         East    Units  Estimated Accuracy
 HM0356;SPC UT S     - 3,071,691.      674,045.      MT  (+/- 10 meters HH2 GPS)
 HM0356
 HM0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG2967828731(NAD 83)
 HM0356
 HM0356                          SUPERSEDED SURVEY CONTROL
 HM0356
 HM0356.No superseded survey control is available for this station.
 HM0356
 HM0356_MARKER: DV = VERTICAL CONTROL DISK
 HM0356_SETTING: 66 = SET IN ROCK OUTCROP
 HM0356_STAMPING: R 372 1983
 HM0356_MARK LOGO: NGS
 HM0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0356+STABILITY: POSITION/ELEVATION WELL
 HM0356
 HM0356  HISTORY     - Date     Condition        Report By
 HM0356  HISTORY     - 1983     MONUMENTED       NGS
 HM0356  HISTORY     - 20220926 MARK NOT FOUND   PROFLN
 HM0356
 HM0356                          STATION DESCRIPTION
 HM0356
 HM0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0356'2.7 KM (1.7 MI) NE FROM BLUFF.
 HM0356'2.7 KM (1.7 MI) NORTHEAST ALONG U.S. HIGHWAY 163 FROM THE POST OFFICE
 HM0356'IN BLUFF, IN AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.5 KM
 HM0356'(0.3 MI) SOUTH OF THE NORTH END OF THE CUT, 0.7 KM (0.45 MI) SOUTH OF
 HM0356'A PAVED ROAD LEADING EAST, 143.0 METERS (469.2 FT) SOUTHWEST OF
 HM0356'MILEPOST 27, 85.0 METERS (278.9 FT) SOUTHWEST OF THE NORTH END OF A
 HM0356'GUARD RAIL, AND 9.8 METERS (32.2 FT) WEST OF THE CENTERLINE OF THE
 HM0356'HIGHWAY.
 HM0356'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 HM0356'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HM0356
 HM0356                          STATION RECOVERY (2022)
 HM0356
 HM0356'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2022 (JRO)
 HM0356'SEARCHED FOR BUT DID NOT FIND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0380 ***********************************************************************
 HM0380  DESIGNATION -  R 373
 HM0380  PID         -  HM0380
 HM0380  STATE/COUNTY-  UT/SAN JUAN
 HM0380  COUNTRY     -  US
 HM0380  USGS QUAD   -  MEXICAN HAT (2017)
 HM0380
 HM0380                         *CURRENT SURVEY CONTROL
 HM0380  ______________________________________________________________________
 HM0380* NAD 83(1986) POSITION- 37 08 56.0    (N) 109 51 50.8    (W)   HD_HELD2
 HM0380* NAVD 88 ORTHO HEIGHT -  1262.296 (meters)     4141.38  (feet) ADJUSTED
 HM0380  ______________________________________________________________________
 HM0380  GEOID HEIGHT    -        -21.009 (meters)                     GEOID18
 HM0380  DYNAMIC HEIGHT  -       1260.904 (meters)     4136.82  (feet) COMP
 HM0380  MODELED GRAVITY -    979,485.3   (mgal)                       NAVD 88
 HM0380
 HM0380  VERT ORDER      -  FIRST     CLASS II
 HM0380
 HM0380.The horizontal coordinates were established by autonomous hand held GPS
 HM0380.observations and have an estimated accuracy of +/- 10 meters.
 HM0380
 HM0380.The orthometric height was determined by differential leveling and
 HM0380.adjusted by the NATIONAL GEODETIC SURVEY
 HM0380.in June 1991.
 HM0380
 HM0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0380.GEOID18 height accuracy estimate available here.
 HM0380
 HM0380.Click photographs - Photos may exist for this station.
 HM0380
 HM0380.The dynamic height is computed by dividing the NAVD 88
 HM0380.geopotential number by the normal gravity value computed on the
 HM0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0380.degrees latitude (g = 980.6199 gals.).
 HM0380
 HM0380.The modeled gravity was interpolated from observed gravity values.
 HM0380
 HM0380;                    North         East    Units  Estimated Accuracy
 HM0380;SPC UT S     - 3,054,790.      645,323.      MT  (+/- 10 meters HH2 GPS)
 HM0380
 HM0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG0087111993(NAD 83)
 HM0380
 HM0380                          SUPERSEDED SURVEY CONTROL
 HM0380
 HM0380.No superseded survey control is available for this station.
 HM0380
 HM0380_MARKER: DV = VERTICAL CONTROL DISK
 HM0380_SETTING: 66 = SET IN ROCK OUTCROP
 HM0380_STAMPING: R 373 1983
 HM0380_MARK LOGO: NGS
 HM0380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0380+STABILITY: POSITION/ELEVATION WELL
 HM0380
 HM0380  HISTORY     - Date     Condition        Report By
 HM0380  HISTORY     - 1983     MONUMENTED       NGS
 HM0380
 HM0380                          STATION DESCRIPTION
 HM0380
 HM0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0380'0.2 KM (0.1 MI) SW FROM MEXICAN HAT.
 HM0380'0.2 KM (0.1 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0380'OFFICE IN MEXICAN HAT, 0.4 KM (0.25 MI) SOUTHEAST OF THE NORTHEAST END
 HM0380'OF A BRIDGE OVER THE SAN JUAN RIVER, 0.3 KM (0.2 MI) SOUTHEAST OF
 HM0380'MILEPOST 21, IN A 3- BY 9-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK ON
 HM0380'TOP OF A HIGHWAY CUT, 41.5 METERS (136.2 FT) NORTHWEST OF THE
 HM0380'SOUTHWEST END OF A 42-INCH METAL CULVERT, 16.9 METERS (55.4 FT)
 HM0380'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 3.1 METERS (10.2 FT)
 HM0380'NORTHEAST OF THE NORTHEAST EDGE OF A CLIFF OVERLOOKING THE SAN JUAN
 HM0380'RIVER.
 HM0380'THE MARK IS 0.2 METERS  NE FROM A WITNESS POST.
 HM0380'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0471 ***********************************************************************
 HM0471  DESIGNATION -  R 374
 HM0471  PID         -  HM0471
 HM0471  STATE/COUNTY-  UT/SAN JUAN
 HM0471  COUNTRY     -  US
 HM0471  USGS QUAD   -  MCCRACKEN SPRING (2017)
 HM0471
 HM0471                         *CURRENT SURVEY CONTROL
 HM0471  ______________________________________________________________________
 HM0471* NAD 83(1986) POSITION- 37 24 28.     (N) 109 17 06.     (W)   SCALED
 HM0471* NAVD 88 ORTHO HEIGHT -  1545.713 (meters)     5071.23  (feet) ADJUSTED
 HM0471  ______________________________________________________________________
 HM0471  GEOID HEIGHT    -        -20.593 (meters)                     GEOID18
 HM0471  DYNAMIC HEIGHT  -       1543.967 (meters)     5065.50  (feet) COMP
 HM0471  MODELED GRAVITY -    979,446.5   (mgal)                       NAVD 88
 HM0471
 HM0471  VERT ORDER      -  FIRST     CLASS II
 HM0471
 HM0471.The horizontal coordinates were scaled from a map and have
 HM0471.an estimated accuracy of +/- 6 seconds.
 HM0471
 HM0471.The orthometric height was determined by differential leveling and
 HM0471.adjusted by the NATIONAL GEODETIC SURVEY
 HM0471.in June 1991.
 HM0471
 HM0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0471.GEOID18 height accuracy estimate available here.
 HM0471
 HM0471.Click photographs - Photos may exist for this station.
 HM0471
 HM0471.The dynamic height is computed by dividing the NAVD 88
 HM0471.geopotential number by the normal gravity value computed on the
 HM0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0471.degrees latitude (g = 980.6199 gals.).
 HM0471
 HM0471.The modeled gravity was interpolated from observed gravity values.
 HM0471
 HM0471;                    North         East    Units  Estimated Accuracy
 HM0471;SPC UT S     - 3,084,570.      696,080.      MT  (+/- 180 meters Scaled)
 HM0471
 HM0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG517414(NAD 83)
 HM0471
 HM0471                          SUPERSEDED SURVEY CONTROL
 HM0471
 HM0471.No superseded survey control is available for this station.
 HM0471
 HM0471_MARKER: DV = VERTICAL CONTROL DISK
 HM0471_SETTING: 66 = SET IN ROCK OUTCROP
 HM0471_STAMPING: R 374 1984
 HM0471_MARK LOGO: NGS
 HM0471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0471+STABILITY: POSITION/ELEVATION WELL
 HM0471
 HM0471  HISTORY     - Date     Condition        Report By
 HM0471  HISTORY     - 1984     MONUMENTED       NGS
 HM0471
 HM0471                          STATION DESCRIPTION
 HM0471
 HM0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0471'36.2 KM (22.5 MI) NE FROM BLUFF.
 HM0471'18.2 KM (11.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0471'OFFICE IN BLUFF, THENCE 13.5 KM (8.4 MI) EASTERLY ALONG STATE HIGHWAY
 HM0471'262, THENCE 4.5 KM (2.8 MI) SOUTHEASTERLY ALONG A PAVED ROAD, 0.3 KM
 HM0471'(0.2 MI) SOUTHEAST OF A TRACK ROAD LEADING SOUTH, IN THE CENTER OF A
 HM0471'25- BY 50-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 24.8 METERS
 HM0471'(81.4 FT) NORTHEAST OF THE CENTER OF THE ROAD, 20.3 METERS (66.6 FT)
 HM0471'NORTH OF THE NORTHEAST END OF AN 18-INCH METAL CULVERT, 8.0 METERS
 HM0471'(26.2 FT) SOUTHWEST OF THE NORTHEAST END OF THE OUTCROP, AND
 HM0471'4.0 METERS (13.1 FT) NORTHWEST OF THE SOUTHEAST END OF THE OUTCROP.
 HM0471'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 HM0471'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0508 ***********************************************************************
 LN0508  DESIGNATION -  R 374
 LN0508  PID         -  LN0508
 LN0508  STATE/COUNTY-  UT/UINTAH
 LN0508  COUNTRY     -  US
 LN0508  USGS QUAD   -  VERNAL NE (2017)
 LN0508
 LN0508                         *CURRENT SURVEY CONTROL
 LN0508  ______________________________________________________________________
 LN0508* NAD 83(1986) POSITION- 40 26 54.     (N) 109 31 43.     (W)   SCALED
 LN0508* NAVD 88 ORTHO HEIGHT -  1622.402 (meters)     5322.83  (feet) ADJUSTED
 LN0508  ______________________________________________________________________
 LN0508  GEOID HEIGHT    -        -16.824 (meters)                     GEOID18
 LN0508  DYNAMIC HEIGHT  -       1620.903 (meters)     5317.91  (feet) COMP
 LN0508  MODELED GRAVITY -    979,645.2   (mgal)                       NAVD 88
 LN0508
 LN0508  VERT ORDER      -  FIRST     CLASS II
 LN0508
 LN0508.The horizontal coordinates were scaled from a map and have
 LN0508.an estimated accuracy of +/- 6 seconds.
 LN0508
 LN0508.The orthometric height was determined by differential leveling and
 LN0508.adjusted by the NATIONAL GEODETIC SURVEY
 LN0508.in June 1991.
 LN0508
 LN0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0508.GEOID18 height accuracy estimate available here.
 LN0508
 LN0508.Click photographs - Photos may exist for this station.
 LN0508
 LN0508.The dynamic height is computed by dividing the NAVD 88
 LN0508.geopotential number by the normal gravity value computed on the
 LN0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0508.degrees latitude (g = 980.6199 gals.).
 LN0508
 LN0508.The modeled gravity was interpolated from observed gravity values.
 LN0508
 LN0508;                    North         East    Units  Estimated Accuracy
 LN0508;SPC UT C     - 2,236,650.      667,220.      MT  (+/- 180 meters Scaled)
 LN0508
 LN0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK247785(NAD 83)
 LN0508
 LN0508                          SUPERSEDED SURVEY CONTROL
 LN0508
 LN0508.No superseded survey control is available for this station.
 LN0508
 LN0508_MARKER: I = METAL ROD
 LN0508_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0508_STAMPING: R 374 1984
 LN0508_MARK LOGO: NGS
 LN0508_PROJECTION: FLUSH
 LN0508_MAGNETIC: N = NO MAGNETIC MATERIAL
 LN0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0508_ROD/PIPE-DEPTH: 4.0 meters
 LN0508
 LN0508  HISTORY     - Date     Condition        Report By
 LN0508  HISTORY     - 1984     MONUMENTED       NGS
 LN0508  HISTORY     - 19860924 GOOD             LOCENG
 LN0508
 LN0508                          STATION DESCRIPTION
 LN0508
 LN0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0508'IN VERNAL.
 LN0508'IN VERNAL, AT THE INTERSECTION OF VERNAL AVENUE AND 5TH SOUTH STREET,
 LN0508'17.0 M (55.8 FT) WEST OF THE CENTERLINE OF THE AVENUE, 6.8 M (22.3 FT)
 LN0508'NORTH OF THE CENTER OF THE STREET, 0.8 M (2.6 FT) NORTH OF THE NORTH
 LN0508'CURB OF THE STREET, AND 0.7 M (2.3 FT) WEST OF THE STREET SIGN POLE.
 LN0508'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LN0508'THE MARK IS ABOVE LEVEL WITH THE STREET.
 LN0508
 LN0508                          STATION RECOVERY (1986)
 LN0508
 LN0508'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1986
 LN0508'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0716 ***********************************************************************
 LN0716  DESIGNATION -  R 374 RESET
 LN0716  PID         -  LN0716
 LN0716  STATE/COUNTY-  UT/UINTAH
 LN0716  COUNTRY     -  US
 LN0716  USGS QUAD   -  VERNAL NE (2017)
 LN0716
 LN0716                         *CURRENT SURVEY CONTROL
 LN0716  ______________________________________________________________________
 LN0716* NAD 83(1986) POSITION- 40 26 54.     (N) 109 31 43.     (W)   SCALED
 LN0716* NAVD 88 ORTHO HEIGHT -  1622.20  (meters)     5322.2   (feet) RESET
 LN0716  ______________________________________________________________________
 LN0716  GEOID HEIGHT    -        -16.824 (meters)                     GEOID18
 LN0716  VERT ORDER      -  THIRD
 LN0716
 LN0716.The horizontal coordinates were scaled from a map and have
 LN0716.an estimated accuracy of +/- 6 seconds.
 LN0716
 LN0716.The orthometric height was computed from unverified reset data.
 LN0716
 LN0716.No vertical observational check was made to the station.
 LN0716
 LN0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0716.GEOID18 height accuracy estimate available here.
 LN0716
 LN0716.Click photographs - Photos may exist for this station.
 LN0716
 LN0716;                    North         East    Units  Estimated Accuracy
 LN0716;SPC UT C     - 2,236,650.      667,220.      MT  (+/- 180 meters Scaled)
 LN0716
 LN0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK247785(NAD 83)
 LN0716
 LN0716                          SUPERSEDED SURVEY CONTROL
 LN0716
 LN0716.No superseded survey control is available for this station.
 LN0716
 LN0716_MARKER: DV = VERTICAL CONTROL DISK
 LN0716_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LN0716_SP_SET: SURROUNDED BY MASS OF CONCRETE
 LN0716_STAMPING: R 374 RESET 1986
 LN0716_MARK LOGO: NGS
 LN0716_MAGNETIC: N = NO MAGNETIC MATERIAL
 LN0716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0716
 LN0716  HISTORY     - Date     Condition        Report By
 LN0716  HISTORY     - 1986     MONUMENTED       LOCENG
 LN0716
 LN0716                          STATION DESCRIPTION
 LN0716
 LN0716'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1986
 LN0716'IN VERNAL, NORTHWEST CORNER OF INTERSECTION OF 500 SOUTH AND VERNAL
 LN0716'AVENUE, SEC23,T4S,R21E, 5.9 FEET (1.8 M) NORTH OF ORIGINAL BENCH
 LN0716'MARK, 3.8 FEET (1.2 M) NORTH OF BACK SIDEWALK RUNNING EAST AND WEST
 LN0716'AND 7.4 FEET (2.3 M) WEST OF BACK SIDEWALK RUNNING NORTH AND SOUTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0492 ***********************************************************************
 HO0492  DESIGNATION -  R 375
 HO0492  PID         -  HO0492
 HO0492  STATE/COUNTY-  UT/WASHINGTON
 HO0492  COUNTRY     -  US
 HO0492  USGS QUAD   -  KOLOB ARCH (2017)
 HO0492
 HO0492                         *CURRENT SURVEY CONTROL
 HO0492  ______________________________________________________________________
 HO0492* NAD 83(1986) POSITION- 37 26 45.     (N) 113 13 48.     (W)   SCALED
 HO0492* NAVD 88 ORTHO HEIGHT -  1529.353 (meters)     5017.55  (feet) ADJUSTED
 HO0492  ______________________________________________________________________
 HO0492  GEOID HEIGHT    -        -22.245 (meters)                     GEOID18
 HO0492  DYNAMIC HEIGHT  -       1527.631 (meters)     5011.90  (feet) COMP
 HO0492  MODELED GRAVITY -    979,450.7   (mgal)                       NAVD 88
 HO0492
 HO0492  VERT ORDER      -  FIRST     CLASS II
 HO0492
 HO0492.The horizontal coordinates were scaled from a map and have
 HO0492.an estimated accuracy of +/- 6 seconds.
 HO0492
 HO0492.The orthometric height was determined by differential leveling and
 HO0492.adjusted by the NATIONAL GEODETIC SURVEY
 HO0492.in June 1991.
 HO0492
 HO0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0492.GEOID18 height accuracy estimate available here.
 HO0492
 HO0492.Click photographs - Photos may exist for this station.
 HO0492
 HO0492.The dynamic height is computed by dividing the NAVD 88
 HO0492.geopotential number by the normal gravity value computed on the
 HO0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0492.degrees latitude (g = 980.6199 gals.).
 HO0492
 HO0492.The modeled gravity was interpolated from observed gravity values.
 HO0492
 HO0492;                    North         East    Units  Estimated Accuracy
 HO0492;SPC UT S     - 3,087,890.      346,930.      MT  (+/- 180 meters Scaled)
 HO0492
 HO0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG027466(NAD 83)
 HO0492
 HO0492                          SUPERSEDED SURVEY CONTROL
 HO0492
 HO0492.No superseded survey control is available for this station.
 HO0492
 HO0492_MARKER: I = METAL ROD
 HO0492_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0492_STAMPING: R 375 1984
 HO0492_MARK LOGO: NGS
 HO0492_PROJECTION: FLUSH
 HO0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0492_ROD/PIPE-DEPTH: 7.0 meters
 HO0492
 HO0492  HISTORY     - Date     Condition        Report By
 HO0492  HISTORY     - 1984     MONUMENTED       NGS
 HO0492
 HO0492                          STATION DESCRIPTION
 HO0492
 HO0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0492'11.3 KM (7.0 MI) SW FROM KANARRAVILLE.
 HO0492'7.24 KM (4.50 MI) SOUTHWEST ALONG US HIGHWAY 91 FROM THE CHURCH OF
 HO0492'LATTER DAY SAINTS AT KANARRAVILLE, THENCE 4.04 KM (2.51 MI) SOUTHWEST
 HO0492'ALONG INTERSTATE 15, AT AN OFFSET IN THE SOUTHEAST RIGHT OF WAY FENCE,
 HO0492'0.97 KM (0.60 MI) SOUTHWEST OF THE KOLOB CANYON UNDERPASS, 0.58 KM
 HO0492'(0.36 MI) SOUTHWEST OF MILEPOST 40, 31.4 METERS (103 FT) EAST OF THE
 HO0492'NORTH BOUND HIGHWAY CENTERLINE, 24.7 METERS (81 FT) SOUTHEAST OF THE
 HO0492'SOUTH END OF THE EAST CONCRETE HEADWALL FOR A 4-FOOT CORRUGATED METAL
 HO0492'PIPE CULVERT, 1.5 METERS (5 FT) NORTH OF AN ANGLE IRON FENCE POST AND
 HO0492'0.7 METER (2 FT) NORTHEAST OF THE FENCE.
 HO0492'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 HO0492'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0468 ***********************************************************************
 HO0468  FBN         -  This is a Federal Base Network Control Station.
 HO0468  DESIGNATION -  R 376
 HO0468  PID         -  HO0468
 HO0468  STATE/COUNTY-  UT/IRON
 HO0468  COUNTRY     -  US
 HO0468  USGS QUAD   -  ENOCH (2017)
 HO0468
 HO0468                         *CURRENT SURVEY CONTROL
 HO0468  ______________________________________________________________________
 HO0468* NAD 83(2011) POSITION- 37 46 46.04460(N) 113 03 19.33694(W)   ADJUSTED
 HO0468* NAD 83(2011) ELLIP HT-  1646.052 (meters)        (06/27/12)   ADJUSTED
 HO0468* NAD 83(2011) EPOCH   -  2010.00
 HO0468* NAVD 88 ORTHO HEIGHT -  1667.655 (meters)     5471.30  (feet) ADJUSTED
 HO0468  ______________________________________________________________________
 HO0468  GEOID HEIGHT    -        -21.610 (meters)                     GEOID18
 HO0468  NAD 83(2011) X  - -1,977,199.639 (meters)                     COMP
 HO0468  NAD 83(2011) Y  - -4,645,503.115 (meters)                     COMP
 HO0468  NAD 83(2011) Z  -  3,887,133.663 (meters)                     COMP
 HO0468  LAPLACE CORR    -          8.55  (seconds)                    DEFLEC18
 HO0468  DYNAMIC HEIGHT  -       1665.753 (meters)     5465.06  (feet) COMP
 HO0468  MODELED GRAVITY -    979,431.0   (mgal)                       NAVD 88
 HO0468  OBS GRAVITY     -    979,430.1   (mgal)                       GRAV_OBS
 HO0468
 HO0468  VERT ORDER      -  FIRST     CLASS II
 HO0468
 HO0468  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HO0468  Standards:
 HO0468         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HO0468            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HO0468  -------------------------------------------------------------------
 HO0468  NETWORK    0.54   1.14           0.24   0.20   0.58     -0.09568301
 HO0468  -------------------------------------------------------------------
 HO0468  Click here for local accuracies and other accuracy information.
 HO0468
 HO0468.The horizontal coordinates were established by GPS observations
 HO0468.and adjusted by the National Geodetic Survey in June 2012.
 HO0468
 HO0468.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HO0468.been affixed to the stable North American tectonic plate. See 
 HO0468.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HO0468
 HO0468.The horizontal coordinates are valid at the epoch date displayed above
 HO0468.which is a decimal equivalence of Year/Month/Day.
 HO0468
 HO0468.The orthometric height was determined by differential leveling and
 HO0468.adjusted by the NATIONAL GEODETIC SURVEY
 HO0468.in June 1991.
 HO0468
 HO0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0468.GEOID18 height accuracy estimate available here.
 HO0468
 HO0468.Click photographs - Photos may exist for this station.
 HO0468
 HO0468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HO0468
 HO0468.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0468
 HO0468.The ellipsoidal height was determined by GPS observations
 HO0468.and is referenced to NAD 83.
 HO0468
 HO0468.The dynamic height is computed by dividing the NAVD 88
 HO0468.geopotential number by the normal gravity value computed on the
 HO0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0468.degrees latitude (g = 980.6199 gals.).
 HO0468
 HO0468.The modeled gravity was interpolated from observed gravity values.
 HO0468
 HO0468.The observed gravity was obtained from relative gravimeter ties
 HO0468.to the IGSN71 gravity network.
 HO0468
 HO0468. The following values were computed from the NAD 83(2011) position.
 HO0468
 HO0468;                    North         East     Units Scale Factor Converg.
 HO0468;SPC UT S     - 3,124,640.674   362,992.786   MT  0.99995130   -0 57 10.6
 HO0468;SPC UT S     -10,251,425.28  1,190,918.83   sFT  0.99995130   -0 57 10.6
 HO0468;UTM  12      - 4,183,335.182   318,995.021   MT  1.00000355   -1 15 34.2
 HO0468
 HO0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0468!SPC UT S     -   0.99974177  x   0.99995130  =   0.99969308
 HO0468!UTM  12      -   0.99974177  x   1.00000355  =   0.99974532
 HO0468
 HO0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG1899583335(NAD 83)
 HO0468
 HO0468                          SUPERSEDED SURVEY CONTROL
 HO0468
 HO0468  NAD 83(2007)-  37 46 46.04416(N)    113 03 19.33709(W) AD(2002.00) 0
 HO0468  ELLIP H (02/10/07) 1646.060  (m)                       GP(2002.00)    
 HO0468  ELLIP H (06/28/00) 1646.066  (m)                       GP(       ) 4 1
 HO0468  NAD 83(1994)-  37 46 46.04342(N)    113 03 19.33528(W) AD(       ) B
 HO0468  ELLIP H (04/21/95) 1646.156  (m)                       GP(       ) 4 1
 HO0468  NAVD 88            1667.65   (m)         5471.3    (f) LEVELING    3  
 HO0468
 HO0468.Superseded values are not recommended for survey control.
 HO0468
 HO0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0468.See file dsdata.pdf to determine how the superseded data were derived.
 HO0468
 HO0468_MARKER: F = FLANGE-ENCASED ROD
 HO0468_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HO0468_STAMPING: R 376 1984
 HO0468_MARK LOGO: NGS
 HO0468_PROJECTION: FLUSH
 HO0468_MAGNETIC: N = NO MAGNETIC MATERIAL
 HO0468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0468+STABILITY: POSITION/ELEVATION WELL
 HO0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0468+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2002
 HO0468_ROD/PIPE-DEPTH: 12.2 meters
 HO0468
 HO0468  HISTORY     - Date     Condition        Report By
 HO0468  HISTORY     - 1984     MONUMENTED       NGS
 HO0468  HISTORY     - 19931118 GOOD             NGS
 HO0468  HISTORY     - 19990202 GOOD             NGS
 HO0468  HISTORY     - 20021126 GOOD             INDIV
 HO0468
 HO0468                          STATION DESCRIPTION
 HO0468
 HO0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0468'11.6 KM (7.2 MI) NORTH FROM CEDAR CITY.
 HO0468'11.54 KM (7.17 MI) NORTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 HO0468'AT CEDAR CITY, IN THE NORTHWEST CORNER OF AN INTERSECTION OF A DIRT
 HO0468'ROAD, AT THE SOUTH END OF AN S CURVE, 0.64 KM (0.40 MI) NORTH OF
 HO0468'MILEPOST 9, 12.5 METERS (41 FT) WEST OF THE HIGHWAY CENTERLINE,
 HO0468'9.8 METERS (32 FT) NORTH OF THE NORTH GATE POST FOR A WIRE GATE,
 HO0468'4.9 METERS (16 FT) NORTHWEST OF THE WEST END OF AN 18-INCH CORRUGATED
 HO0468'METAL PIPE CULVERT AND 0.6 METERS (2 FT) EAST OF A FENCE.
 HO0468'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 HO0468'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 HO0468
 HO0468                          STATION RECOVERY (1993)
 HO0468
 HO0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 HO0468'STATION IS LOCATED ABOUT 11 KM (6.85 MI) NORTH OF CEDAR CITY, ALONG
 HO0468'STATE HIGHWAY 130, ON THE RIGHT-OF-WAY, AT MILE 9.7, AT THE SOUTH END
 HO0468'OF A HIGHWAY CURVE, IN THE SOUTHEAST 1/4 OF SECTION 2, T 35 S, R 11 W.
 HO0468'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE
 HO0468'UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 15 AND STATE HIGHWAY
 HO0468'130 (EXIT 62) ON THE NORTH SIDE OF CEDAR CITY, GO WEST, THEN NORTH, ON
 HO0468'HIGHWAY 130 FOR 4.96 KM (3.10 MI) TO A CROSSROAD (MIDVALLEY ROAD).
 HO0468'CONTINUE AHEAD FOR 1.64 KM (1.00 MI) TO A GRADED ROAD RIGHT, A TRACK
 HO0468'ROAD AND STATION ON THE LEFT. STATION MARK IS A PUNCH HOLE TOP CENTER
 HO0468'ON A STEEL ROD ENCASED IN A PVC PIPE WITH LOGO CAP SET IN A CONCRETE
 HO0468'POST FLUSH WITH THE GROUND. IT IS 12.2 M (40.0 FT) WEST OF, AND 0.5 M
 HO0468'(1.6 FT) LOWER THAN THE HIGHWAY CENTER, 12.0 M (39.4 FT) NORTH OF THE
 HO0468'EXTENDED CENTER OF THE GRADED ROAD, 0.4 M (1.3 FT) SOUTH OF A
 HO0468'FIBERGLASS WITNESS POST, 6.1 M (20.0 FT) NORTH OF A T-FENCE CORNER,
 HO0468'0.5 M (1.6 FT) EAST OF THE RIGHT-OF-WAY FENCE, AND 4.9 M (16.1 FT)
 HO0468'NORTHWEST OF THE WEST END OF A METAL DRAIN PIPE UNDER THE HIGHWAY.
 HO0468
 HO0468                          STATION RECOVERY (1999)
 HO0468
 HO0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 HO0468'RECOVERED AS DESCRIBED.
 HO0468
 HO0468                          STATION RECOVERY (2002)
 HO0468
 HO0468'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RW)
 HO0468'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0626 ***********************************************************************
 MS0626  DESIGNATION -  R 377 BE CO
 MS0626  PID         -  MS0626
 MS0626  STATE/COUNTY-  UT/BOX ELDER
 MS0626  COUNTRY     -  US
 MS0626  USGS QUAD   -  BLACK BUTTE (2017)
 MS0626
 MS0626                         *CURRENT SURVEY CONTROL
 MS0626  ______________________________________________________________________
 MS0626* NAD 83(1986) POSITION- 41 48 54.     (N) 113 13 11.     (W)   SCALED
 MS0626* NAVD 88 ORTHO HEIGHT -  1577.014 (meters)     5173.92  (feet) ADJUSTED
 MS0626  ______________________________________________________________________
 MS0626  GEOID HEIGHT    -        -15.167 (meters)                     GEOID18
 MS0626  DYNAMIC HEIGHT  -       1575.915 (meters)     5170.31  (feet) COMP
 MS0626  MODELED GRAVITY -    979,869.5   (mgal)                       NAVD 88
 MS0626
 MS0626  VERT ORDER      -  FIRST     CLASS II
 MS0626
 MS0626.The horizontal coordinates were scaled from a map and have
 MS0626.an estimated accuracy of +/- 6 seconds.
 MS0626
 MS0626.The orthometric height was determined by differential leveling and
 MS0626.adjusted by the NATIONAL GEODETIC SURVEY
 MS0626.in June 1991.
 MS0626
 MS0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0626.GEOID18 height accuracy estimate available here.
 MS0626
 MS0626.Click photographs - Photos may exist for this station.
 MS0626
 MS0626.The dynamic height is computed by dividing the NAVD 88
 MS0626.geopotential number by the normal gravity value computed on the
 MS0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0626.degrees latitude (g = 980.6199 gals.).
 MS0626
 MS0626.The modeled gravity was interpolated from observed gravity values.
 MS0626
 MS0626;                    North         East    Units  Estimated Accuracy
 MS0626;SPC UT N     - 1,165,960.      357,120.      MT  (+/- 180 meters Scaled)
 MS0626
 MS0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM156316(NAD 83)
 MS0626
 MS0626                          SUPERSEDED SURVEY CONTROL
 MS0626
 MS0626.No superseded survey control is available for this station.
 MS0626
 MS0626_MARKER: I = METAL ROD
 MS0626_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0626_STAMPING: R 377 1984
 MS0626_MARK LOGO: NGS
 MS0626_PROJECTION: FLUSH
 MS0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0626_ROD/PIPE-DEPTH: 12.2 meters
 MS0626
 MS0626  HISTORY     - Date     Condition        Report By
 MS0626  HISTORY     - 1984     MONUMENTED       NGS
 MS0626
 MS0626                          STATION DESCRIPTION
 MS0626
 MS0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0626'8.1 KM (5.0 MI) EAST FROM PARK VALLEY.
 MS0626'8.11 KM (5.04 MI) EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE IN
 MS0626'PARK VALLEY, AT THE EAST END OF A DIRT CUTBANK NEAR THE CREST OF A
 MS0626'HILL, 0.28 KM (0.17 MI) WEST OF MILEPOST 61, 14.3 METERS (47 FT) SOUTH
 MS0626'OF THE HIGHWAY CENTERLINE, 1.0 METER (3.3 FT) NORTHWEST OF A TELEPHONE
 MS0626'POLE AND 0.8 METER (2.5 FT) NORTH OF THE RIGHT OF WAY FENCE.
 MS0626'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 MS0626'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0412 ***********************************************************************
 JO0412  DESIGNATION -  R 377 M CO
 JO0412  PID         -  JO0412
 JO0412  STATE/COUNTY-  UT/MILLARD
 JO0412  COUNTRY     -  US
 JO0412  USGS QUAD   -  CEDAR PASS (2017)
 JO0412
 JO0412                         *CURRENT SURVEY CONTROL
 JO0412  ______________________________________________________________________
 JO0412* NAD 83(1986) POSITION- 38 49 41.     (N) 113 59 16.     (W)   SCALED
 JO0412* NAVD 88 ORTHO HEIGHT -  1650.259 (meters)     5414.22  (feet) ADJUSTED
 JO0412  ______________________________________________________________________
 JO0412  GEOID HEIGHT    -        -20.745 (meters)                     GEOID18
 JO0412  DYNAMIC HEIGHT  -       1648.560 (meters)     5408.65  (feet) COMP
 JO0412  MODELED GRAVITY -    979,540.3   (mgal)                       NAVD 88
 JO0412
 JO0412  VERT ORDER      -  FIRST     CLASS II
 JO0412
 JO0412.The horizontal coordinates were scaled from a map and have
 JO0412.an estimated accuracy of +/- 6 seconds.
 JO0412
 JO0412.The orthometric height was determined by differential leveling and
 JO0412.adjusted by the NATIONAL GEODETIC SURVEY
 JO0412.in June 1991.
 JO0412
 JO0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0412.GEOID18 height accuracy estimate available here.
 JO0412
 JO0412.Click photographs - Photos may exist for this station.
 JO0412
 JO0412.The dynamic height is computed by dividing the NAVD 88
 JO0412.geopotential number by the normal gravity value computed on the
 JO0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0412.degrees latitude (g = 980.6199 gals.).
 JO0412
 JO0412.The modeled gravity was interpolated from observed gravity values.
 JO0412
 JO0412;                    North         East    Units  Estimated Accuracy
 JO0412;SPC UT C     - 2,057,930.      283,990.      MT  (+/- 180 meters Scaled)
 JO0412
 JO0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ406019(NAD 83)
 JO0412
 JO0412                          SUPERSEDED SURVEY CONTROL
 JO0412
 JO0412.No superseded survey control is available for this station.
 JO0412
 JO0412_MARKER: I = METAL ROD
 JO0412_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0412_STAMPING: R 377 1984
 JO0412_MARK LOGO: NGS
 JO0412_PROJECTION: FLUSH
 JO0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0412_ROD/PIPE-DEPTH: 7.3 meters
 JO0412
 JO0412  HISTORY     - Date     Condition        Report By
 JO0412  HISTORY     - 1984     MONUMENTED       NGS
 JO0412
 JO0412                          STATION DESCRIPTION
 JO0412
 JO0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0412'12.8 KM (8.0 MI) SE FROM GARRISON.
 JO0412'12.85 KM (8.05 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0412'OFFICE AT GARRISON, IN THE NORTH CORNER OF THE T JUNCTION OF JUNIPER
 JO0412'PASS ROAD, 0.65 KM (0.4 MI) SOUTHEAST OF MILEPOST 9, 36.9 METERS
 JO0412'(121 FT) NORTHEAST OF THE HIGHWAY CENTERLINE AND 9.3 METERS (30.5 FT)
 JO0412'NORTHWEST OF THE CENTER OF THE ROAD.
 JO0412'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 JO0412'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0437 ***********************************************************************
 JO0437  DESIGNATION -  R 378 B CO
 JO0437  PID         -  JO0437
 JO0437  STATE/COUNTY-  UT/BEAVER
 JO0437  COUNTRY     -  US
 JO0437  USGS QUAD   -  WAH WAH SUMMIT (2017)
 JO0437
 JO0437                         *CURRENT SURVEY CONTROL
 JO0437  ______________________________________________________________________
 JO0437* NAD 83(1986) POSITION- 38 30 56.     (N) 113 33 28.     (W)   SCALED
 JO0437* NAVD 88 ORTHO HEIGHT -  1936.228 (meters)     6352.44  (feet) ADJUSTED
 JO0437  ______________________________________________________________________
 JO0437  GEOID HEIGHT    -        -21.031 (meters)                     GEOID18
 JO0437  DYNAMIC HEIGHT  -       1934.020 (meters)     6345.20  (feet) COMP
 JO0437  MODELED GRAVITY -    979,419.7   (mgal)                       NAVD 88
 JO0437
 JO0437  VERT ORDER      -  FIRST     CLASS II
 JO0437
 JO0437.The horizontal coordinates were scaled from a map and have
 JO0437.an estimated accuracy of +/- 6 seconds.
 JO0437
 JO0437.The orthometric height was determined by differential leveling and
 JO0437.adjusted by the NATIONAL GEODETIC SURVEY
 JO0437.in June 1991.
 JO0437
 JO0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0437.GEOID18 height accuracy estimate available here.
 JO0437
 JO0437.Click photographs - Photos may exist for this station.
 JO0437
 JO0437.The dynamic height is computed by dividing the NAVD 88
 JO0437.geopotential number by the normal gravity value computed on the
 JO0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0437.degrees latitude (g = 980.6199 gals.).
 JO0437
 JO0437.The modeled gravity was interpolated from observed gravity values.
 JO0437
 JO0437;                    North         East    Units  Estimated Accuracy
 JO0437;SPC UT S     - 3,207,180.      320,540.      MT  (+/- 180 meters Scaled)
 JO0437
 JO0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH769661(NAD 83)
 JO0437
 JO0437                          SUPERSEDED SURVEY CONTROL
 JO0437
 JO0437.No superseded survey control is available for this station.
 JO0437
 JO0437_MARKER: DB = BENCH MARK DISK
 JO0437_SETTING: 66 = SET IN ROCK OUTCROP
 JO0437_STAMPING: R 378 1984
 JO0437_MARK LOGO: NGS
 JO0437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0437+STABILITY: POSITION/ELEVATION WELL
 JO0437
 JO0437  HISTORY     - Date     Condition        Report By
 JO0437  HISTORY     - 1984     MONUMENTED       NGS
 JO0437
 JO0437                          STATION DESCRIPTION
 JO0437
 JO0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0437'52.1 KM (32.6 MI) WEST FROM MILFORD.
 JO0437'52.15 KM (32.6 MI) WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 JO0437'STATE HIGHWAY 257 AT MILFORD, IN TOP OF THE HIGHEST POINT OF A 6 BY 9
 JO0437'FOOT PORTION OF WHITE RYOLITE OUTCROP PROJECTING 1 FOOT ABOVE THE
 JO0437'SURFACE OF THE GROUND, 1.1 KM (0.7 MI) WEST OF THE WAH WAH SUMMIT,
 JO0437'16.1 METERS (53 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 22.7 METERS
 JO0437'(74.5 FT) NORTH OF THE CENTER OF A SMALL WASH AND 10.2 METERS
 JO0437'(33.5 FT) SOUTHEAST OF THE SOUTHWEST END OF A LONG LOW ROCK CUT.
 JO0437'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 JO0437'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0657 ***********************************************************************
 MS0657  DESIGNATION -  R 378 BE CO
 MS0657  PID         -  MS0657
 MS0657  STATE/COUNTY-  UT/BOX ELDER
 MS0657  COUNTRY     -  US
 MS0657  USGS QUAD   -  PROHIBITION SPRING (2017)
 MS0657
 MS0657                         *CURRENT SURVEY CONTROL
 MS0657  ______________________________________________________________________
 MS0657* NAD 83(1986) POSITION- 41 33 43.     (N) 113 34 59.     (W)   SCALED
 MS0657* NAVD 88 ORTHO HEIGHT -  1479.672 (meters)     4854.56  (feet) ADJUSTED
 MS0657  ______________________________________________________________________
 MS0657  GEOID HEIGHT    -        -16.141 (meters)                     GEOID18
 MS0657  DYNAMIC HEIGHT  -       1478.591 (meters)     4851.01  (feet) COMP
 MS0657  MODELED GRAVITY -    979,840.6   (mgal)                       NAVD 88
 MS0657
 MS0657  VERT ORDER      -  FIRST     CLASS II
 MS0657
 MS0657.The horizontal coordinates were scaled from a map and have
 MS0657.an estimated accuracy of +/- 6 seconds.
 MS0657
 MS0657.The orthometric height was determined by differential leveling and
 MS0657.adjusted by the NATIONAL GEODETIC SURVEY
 MS0657.in June 1991.
 MS0657
 MS0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0657.GEOID18 height accuracy estimate available here.
 MS0657
 MS0657.Click photographs - Photos may exist for this station.
 MS0657
 MS0657.The dynamic height is computed by dividing the NAVD 88
 MS0657.geopotential number by the normal gravity value computed on the
 MS0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0657.degrees latitude (g = 980.6199 gals.).
 MS0657
 MS0657.The modeled gravity was interpolated from observed gravity values.
 MS0657
 MS0657;                    North         East    Units  Estimated Accuracy
 MS0657;SPC UT N     - 1,138,520.      326,260.      MT  (+/- 180 meters Scaled)
 MS0657
 MS0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM846043(NAD 83)
 MS0657
 MS0657                          SUPERSEDED SURVEY CONTROL
 MS0657
 MS0657.No superseded survey control is available for this station.
 MS0657
 MS0657_MARKER: I = METAL ROD
 MS0657_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0657+WITH SETTING: INFORMATION.
 MS0657_STAMPING: R 378 1984
 MS0657_MARK LOGO: NGS
 MS0657_PROJECTION: FLUSH
 MS0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0657_ROD/PIPE-DEPTH: 2.4 meters
 MS0657
 MS0657  HISTORY     - Date     Condition        Report By
 MS0657  HISTORY     - 1984     MONUMENTED       NGS
 MS0657  HISTORY     - 1986     GOOD             LOCSUR
 MS0657
 MS0657                          STATION DESCRIPTION
 MS0657
 MS0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0657'42.0 KM (26.1 MI) SW FROM PARK VALLEY.
 MS0657'41.96 KM (26.08 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0657'AT PARK VALLEY, NEAR A POWER POLE, IN THE NORTHWEST CORNER OF A T
 MS0657'JUNCTION OF A DIRT ROAD LEADING NORHTWEST, DIRECTLY ACROSS THE HIGHWAY
 MS0657'FROM THE SOUTH ENTRANCE TO A REST AREA, 0.45 KM (0.28 MI) SOUTH OF
 MS0657'MILEPOST 30, 41.4 METERS (136 FT) WEST OF THE HIGHWAY CENTERLINE,
 MS0657'39.0 METERS (128 FT) NORTHWEST OF THE WEST END OF A 24-INCH CORRUGATED
 MS0657'METAL PIPE CULVERT, 21.3 METERS (70 FT) NORTH OF THE CENTER OF THE
 MS0657'DIRT ROAD AND 1.7 METERS (5.5 FT) SOUTH OF A POWER POLE.
 MS0657'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 MS0657'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 MS0657
 MS0657                          STATION RECOVERY (1986)
 MS0657
 MS0657'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (PNS)
 MS0657'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0479 ***********************************************************************
 LN0479  DESIGNATION -  R 379
 LN0479  PID         -  LN0479
 LN0479  STATE/COUNTY-  UT/UINTAH
 LN0479  COUNTRY     -  US
 LN0479  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0479
 LN0479                         *CURRENT SURVEY CONTROL
 LN0479  ______________________________________________________________________
 LN0479* NAD 83(1986) POSITION- 40 41 28.     (N) 109 29 27.     (W)   SCALED
 LN0479* NAVD 88 ORTHO HEIGHT -  2551.015 (meters)     8369.46  (feet) ADJUSTED
 LN0479  ______________________________________________________________________
 LN0479  GEOID HEIGHT    -        -14.296 (meters)                     GEOID18
 LN0479  DYNAMIC HEIGHT  -       2548.462 (meters)     8361.08  (feet) COMP
 LN0479  MODELED GRAVITY -    979,530.4   (mgal)                       NAVD 88
 LN0479
 LN0479  VERT ORDER      -  FIRST     CLASS II
 LN0479
 LN0479.The horizontal coordinates were scaled from a map and have
 LN0479.an estimated accuracy of +/- 6 seconds.
 LN0479
 LN0479.The orthometric height was determined by differential leveling and
 LN0479.adjusted by the NATIONAL GEODETIC SURVEY
 LN0479.in June 1991.
 LN0479
 LN0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0479.GEOID18 height accuracy estimate available here.
 LN0479
 LN0479.Click photographs - Photos may exist for this station.
 LN0479
 LN0479.The dynamic height is computed by dividing the NAVD 88
 LN0479.geopotential number by the normal gravity value computed on the
 LN0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0479.degrees latitude (g = 980.6199 gals.).
 LN0479
 LN0479.The modeled gravity was interpolated from observed gravity values.
 LN0479
 LN0479;                    North         East    Units  Estimated Accuracy
 LN0479;SPC UT C     - 2,263,680.      669,820.      MT  (+/- 180 meters Scaled)
 LN0479
 LN0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL275055(NAD 83)
 LN0479
 LN0479                          SUPERSEDED SURVEY CONTROL
 LN0479
 LN0479.No superseded survey control is available for this station.
 LN0479
 LN0479_MARKER: I = METAL ROD
 LN0479_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0479+WITH SETTING: INFORMATION.
 LN0479_STAMPING: R 379 1984
 LN0479_MARK LOGO: NGS
 LN0479_PROJECTION: FLUSH
 LN0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0479_ROD/PIPE-DEPTH: 2.5 meters
 LN0479
 LN0479  HISTORY     - Date     Condition        Report By
 LN0479  HISTORY     - 1984     MONUMENTED       NGS
 LN0479
 LN0479                          STATION DESCRIPTION
 LN0479
 LN0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0479'33.5 KM (20.8 MI) NORTH FROM VERNAL.
 LN0479'33.5 KM (20.8 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0479'WITH U.S. HIGHWAY 40 IN VERNAL, 0.5 KM (0.3 MI) SOUTH OF MILEPOST 222,
 LN0479'AND 14.1 M (46.3 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 LN0479'NOTE=REFUSAL WAS REACHED AT 8.0 FT.  ACCESS TO THE DATUM POINT IS
 LN0479'THROUGH A 5-INCH LOGO CAP.
 LN0479'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LN0479'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0325 ***********************************************************************
 KO0325  DESIGNATION -  R 38
 KO0325  PID         -  KO0325
 KO0325  STATE/COUNTY-  UT/MILLARD
 KO0325  COUNTRY     -  US
 KO0325  USGS QUAD   -  RED KNOLLS (2017)
 KO0325
 KO0325                         *CURRENT SURVEY CONTROL
 KO0325  ______________________________________________________________________
 KO0325* NAD 83(1986) POSITION- 39 16 38.     (N) 113 07 06.     (W)   SCALED
 KO0325* NAVD 88 ORTHO HEIGHT -  1496.175 (meters)     4908.70  (feet) ADJUSTED
 KO0325  ______________________________________________________________________
 KO0325  GEOID HEIGHT    -        -19.896 (meters)                     GEOID18
 KO0325  DYNAMIC HEIGHT  -       1494.760 (meters)     4904.06  (feet) COMP
 KO0325  MODELED GRAVITY -    979,629.0   (mgal)                       NAVD 88
 KO0325
 KO0325  VERT ORDER      -  SECOND    CLASS 0
 KO0325
 KO0325.The horizontal coordinates were scaled from a map and have
 KO0325.an estimated accuracy of +/- 6 seconds.
 KO0325
 KO0325.The orthometric height was determined by differential leveling and
 KO0325.adjusted by the NATIONAL GEODETIC SURVEY
 KO0325.in June 1991.
 KO0325
 KO0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0325.GEOID18 height accuracy estimate available here.
 KO0325
 KO0325.Click photographs - Photos may exist for this station.
 KO0325
 KO0325.The dynamic height is computed by dividing the NAVD 88
 KO0325.geopotential number by the normal gravity value computed on the
 KO0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0325.degrees latitude (g = 980.6199 gals.).
 KO0325
 KO0325.The modeled gravity was interpolated from observed gravity values.
 KO0325
 KO0325;                    North         East    Units  Estimated Accuracy
 KO0325;SPC UT C     - 2,106,050.      360,370.      MT  (+/- 180 meters Scaled)
 KO0325
 KO0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ172496(NAD 83)
 KO0325
 KO0325                          SUPERSEDED SURVEY CONTROL
 KO0325
 KO0325  NGVD 29 (??/??/92) 1495.068  (m)         4905.07   (f) ADJ UNCH    2 0
 KO0325
 KO0325.Superseded values are not recommended for survey control.
 KO0325
 KO0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0325.See file dsdata.pdf to determine how the superseded data were derived.
 KO0325
 KO0325_MARKER: DB = BENCH MARK DISK
 KO0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0325_STAMPING: R 38 1934
 KO0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0325+STABILITY: SURFACE MOTION
 KO0325
 KO0325  HISTORY     - Date     Condition        Report By
 KO0325  HISTORY     - 1934     MONUMENTED       CGS
 KO0325  HISTORY     - 20210623 MARK NOT FOUND   NGSTM
 KO0325
 KO0325                          STATION DESCRIPTION
 KO0325
 KO0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0325'23.6 MI W FROM HINCKLEY.
 KO0325'23.6 MILES WEST ALONG U.S. HIGHWAY 6 FROM HINCKLEY, MILLARD COUNTY,
 KO0325'220 FEET EAST OF A CURVE TO THE SOUTHWEST, 30 FEET NORTH OF A SLOW
 KO0325'SIGN, AND 45 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 KO0325'DISK, STAMPED R 38 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KO0325
 KO0325                          STATION RECOVERY (2021)
 KO0325
 KO0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2021 (DW)
 KO0325'MARK SEARCHED FOR, BUT NOT FOUND.  ROAD IS OLD US 6 AND 50 (PRE 1960S,
 KO0325'GRAVEL).  A USGS MARK IS IN THE AREA SOUTH OF THE ROAD WITH A BROKEN
 KO0325'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0601 ***********************************************************************
 MS0601  DESIGNATION -  R 380
 MS0601  PID         -  MS0601
 MS0601  STATE/COUNTY-  UT/BOX ELDER
 MS0601  COUNTRY     -  US
 MS0601  USGS QUAD   -  MONUMENT POINT (2017)
 MS0601
 MS0601                         *CURRENT SURVEY CONTROL
 MS0601  ______________________________________________________________________
 MS0601* NAD 83(1986) POSITION- 41 43 09.21   (N) 112 47 31.86   (W)   HD_HELD1
 MS0601* NAVD 88 ORTHO HEIGHT -  1302.391 (meters)     4272.93  (feet) ADJUSTED
 MS0601  ______________________________________________________________________
 MS0601  GEOID HEIGHT    -        -15.631 (meters)                     GEOID18
 MS0601  DYNAMIC HEIGHT  -       1301.531 (meters)     4270.11  (feet) COMP
 MS0601  MODELED GRAVITY -    979,917.6   (mgal)                       NAVD 88
 MS0601
 MS0601  VERT ORDER      -  FIRST     CLASS II
 MS0601
 MS0601.The horizontal coordinates were determined by differentially corrected
 MS0601.hand held GPS observations or other comparable positioning techniques
 MS0601.and have an estimated accuracy of +/- 3 meters.
 MS0601
 MS0601.The orthometric height was determined by differential leveling and
 MS0601.adjusted by the NATIONAL GEODETIC SURVEY
 MS0601.in June 1991.
 MS0601
 MS0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0601.GEOID18 height accuracy estimate available here.
 MS0601
 MS0601.Click photographs - Photos may exist for this station.
 MS0601
 MS0601.The dynamic height is computed by dividing the NAVD 88
 MS0601.geopotential number by the normal gravity value computed on the
 MS0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0601.degrees latitude (g = 980.6199 gals.).
 MS0601
 MS0601.The modeled gravity was interpolated from observed gravity values.
 MS0601
 MS0601;                    North         East    Units  Estimated Accuracy
 MS0601;SPC UT N     - 1,154,707.1     392,477.3     MT  (+/- 3 meters HH1 GPS) 
 MS0601
 MS0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM5092220154(NAD 83)
 MS0601
 MS0601                          SUPERSEDED SURVEY CONTROL
 MS0601
 MS0601.No superseded survey control is available for this station.
 MS0601
 MS0601_MARKER: I = METAL ROD
 MS0601_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0601+WITH SETTING: INFORMATION.
 MS0601_STAMPING: R 380 1984
 MS0601_MARK LOGO: NGS
 MS0601_PROJECTION: FLUSH
 MS0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0601_ROD/PIPE-DEPTH: 1.8 meters
 MS0601
 MS0601  HISTORY     - Date     Condition        Report By
 MS0601  HISTORY     - 1984     MONUMENTED       NGS
 MS0601
 MS0601                          STATION DESCRIPTION
 MS0601
 MS0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0601'26.9 KM (16.7 MI) NW FROM PROMONTORY.
 MS0601'1.58 KM (0.98 MI) NORTH ALONG A PAVED ROAD FROM THE GOLDEN SPIKE
 MS0601'MONUMENT IN PROMONTORY, THENCE 25.32 KM (15.73 MI) WEST ALONG A GRAVEL
 MS0601'ROAD, AT THE Y JUNCTION OF A TRACK ROAD LEADING SOUTHWEST ACROSS THE
 MS0601'TOP OF A LARGE GRASSY FLAT AND AT THE CREST OF A GRADE, 0.15 KM
 MS0601'(0.09 MI) SOUTHEAST OF THE CROSSING OF AN UNDERGROUND CABLE,
 MS0601'9.8 METERS (32 FT) SOUTH OF THE CENTER OF THE ROAD AND 7.9 METERS
 MS0601'(26 FT) NORTHWEST OF THE CENTER OF THE TRACK ROAD.
 MS0601'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 MS0601'THE MARK IS 0.3 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0390 ***********************************************************************
 LN0390  DESIGNATION -  R 383
 LN0390  PID         -  LN0390
 LN0390  STATE/COUNTY-  UT/UINTAH
 LN0390  COUNTRY     -  US
 LN0390  USGS QUAD   -  CLIFF RIDGE (2017)
 LN0390
 LN0390                         *CURRENT SURVEY CONTROL
 LN0390  ______________________________________________________________________
 LN0390* NAD 83(1986) POSITION- 40 17 14.6    (N) 109 08 12.6    (W)   HD_HELD2
 LN0390* NAVD 88 ORTHO HEIGHT -  1617.408 (meters)     5306.45  (feet) ADJUSTED
 LN0390  ______________________________________________________________________
 LN0390  GEOID HEIGHT    -        -16.684 (meters)                     GEOID18
 LN0390  DYNAMIC HEIGHT  -       1615.945 (meters)     5301.65  (feet) COMP
 LN0390  MODELED GRAVITY -    979,663.8   (mgal)                       NAVD 88
 LN0390
 LN0390  VERT ORDER      -  FIRST     CLASS II
 LN0390
 LN0390.The horizontal coordinates were established by autonomous hand held GPS
 LN0390.observations and have an estimated accuracy of +/- 10 meters.
 LN0390
 LN0390.The orthometric height was determined by differential leveling and
 LN0390.adjusted by the NATIONAL GEODETIC SURVEY
 LN0390.in June 1991.
 LN0390
 LN0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0390.GEOID18 height accuracy estimate available here.
 LN0390
 LN0390.Click photographs - Photos may exist for this station.
 LN0390
 LN0390.The dynamic height is computed by dividing the NAVD 88
 LN0390.geopotential number by the normal gravity value computed on the
 LN0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0390.degrees latitude (g = 980.6199 gals.).
 LN0390
 LN0390.The modeled gravity was interpolated from observed gravity values.
 LN0390
 LN0390;                    North         East    Units  Estimated Accuracy
 LN0390;SPC UT C     - 2,219,594.      700,914.      MT  (+/- 10 meters HH2 GPS)
 LN0390
 LN0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK5837561320(NAD 83)
 LN0390
 LN0390                          SUPERSEDED SURVEY CONTROL
 LN0390
 LN0390.No superseded survey control is available for this station.
 LN0390
 LN0390_MARKER: DV = VERTICAL CONTROL DISK
 LN0390_SETTING: 66 = SET IN ROCK OUTCROP
 LN0390_STAMPING: R 383 1984
 LN0390_MARK LOGO: NGS
 LN0390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0390+STABILITY: POSITION/ELEVATION WELL
 LN0390
 LN0390  HISTORY     - Date     Condition        Report By
 LN0390  HISTORY     - 1984     MONUMENTED       NGS
 LN0390
 LN0390                          STATION DESCRIPTION
 LN0390
 LN0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0390'19.9 KM (12.35 MI) SE FROM JENSEN.
 LN0390'19.9 KM (12.35 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 40 FROM THE POST
 LN0390'OFFICE IN JENSEN, AT THE WEST END OF A 20 BY 250 FOOT EXPOSED AREA OF
 LN0390'OUTCROPPING BEDROCK, 2.0 KM (1.25 MI) EAST OF THE INTERSECTION OF
 LN0390'STATE HIGHWAY 45, 0.3 KM (0.2 MI) SOUTHEAST OF THE INTERSECTION OF
 LN0390'MINERS DRAW ROAD, 80.5 M (264.1 FT) NORTH OF THE CENTERLINE OF THE
 LN0390'HIGHWAY, AND 2.0 M (6.6 FT) NORTH OF THE SOUTH EDGE AND 1.1 M (3.6 FT)
 LN0390'EAST OF THE WEST EDGE OF THE OUTCROP.
 LN0390'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LN0390'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0424 ***********************************************************************
 LN0424  DESIGNATION -  R 385
 LN0424  PID         -  LN0424
 LN0424  STATE/COUNTY-  UT/DAGGETT
 LN0424  COUNTRY     -  US
 LN0424  USGS QUAD   -  MANILA (2017)
 LN0424
 LN0424                         *CURRENT SURVEY CONTROL
 LN0424  ______________________________________________________________________
 LN0424* NAD 83(1986) POSITION- 40 56 35.     (N) 109 42 42.     (W)   SCALED
 LN0424* NAVD 88 ORTHO HEIGHT -  1979.964 (meters)     6495.93  (feet) ADJUSTED
 LN0424  ______________________________________________________________________
 LN0424  GEOID HEIGHT    -        -13.779 (meters)                     GEOID18
 LN0424  DYNAMIC HEIGHT  -       1978.192 (meters)     6490.12  (feet) COMP
 LN0424  MODELED GRAVITY -    979,658.5   (mgal)                       NAVD 88
 LN0424
 LN0424  VERT ORDER      -  FIRST     CLASS II
 LN0424
 LN0424.The horizontal coordinates were scaled from a map and have
 LN0424.an estimated accuracy of +/- 6 seconds.
 LN0424
 LN0424.The orthometric height was determined by differential leveling and
 LN0424.adjusted by the NATIONAL GEODETIC SURVEY
 LN0424.in June 1991.
 LN0424
 LN0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0424.GEOID18 height accuracy estimate available here.
 LN0424
 LN0424.Click photographs - Photos may exist for this station.
 LN0424
 LN0424.The dynamic height is computed by dividing the NAVD 88
 LN0424.geopotential number by the normal gravity value computed on the
 LN0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0424.degrees latitude (g = 980.6199 gals.).
 LN0424
 LN0424.The modeled gravity was interpolated from observed gravity values.
 LN0424
 LN0424;                    North         East    Units  Estimated Accuracy
 LN0424;SPC UT N     - 1,069,260.      650,580.      MT  (+/- 180 meters Scaled)
 LN0424
 LN0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL084332(NAD 83)
 LN0424
 LN0424                          SUPERSEDED SURVEY CONTROL
 LN0424
 LN0424.No superseded survey control is available for this station.
 LN0424
 LN0424_MARKER: DV = VERTICAL CONTROL DISK
 LN0424_SETTING: 66 = SET IN ROCK OUTCROP
 LN0424_STAMPING: R 385 1984
 LN0424_MARK LOGO: NGS
 LN0424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0424+STABILITY: POSITION/ELEVATION WELL
 LN0424
 LN0424  HISTORY     - Date     Condition        Report By
 LN0424  HISTORY     - 1984     MONUMENTED       NGS
 LN0424
 LN0424                          STATION DESCRIPTION
 LN0424
 LN0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0424'5.4 KM (3.35 MI) SOUTH FROM MANILA.
 LN0424'5.4 KM (3.35 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0424'WITH STATE HIGHWAY 43 IN MANILA, 0.6 KM (0.35 MI) SOUTH OF MILEPOST
 LN0424'25, 0.3 KM (0.2 MI) SOUTH IF A DIRT ROAD LEADING WEST, NEAR THE CENTER
 LN0424'OF A 6 BY 85 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK. AND 9.3 M
 LN0424'(30.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 LN0424'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LN0424'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0456 ***********************************************************************
 LN0456  DESIGNATION -  R 386
 LN0456  PID         -  LN0456
 LN0456  STATE/COUNTY-  UT/DAGGETT
 LN0456  COUNTRY     -  US
 LN0456  USGS QUAD   -  EAST PARK RESERVOIR (2017)
 LN0456
 LN0456                         *CURRENT SURVEY CONTROL
 LN0456  ______________________________________________________________________
 LN0456* NAD 83(1986) POSITION- 40 51 41.1    (N) 109 31 56.5    (W)   HD_HELD2
 LN0456* NAVD 88 ORTHO HEIGHT -  2300.598 (meters)     7547.88  (feet) ADJUSTED
 LN0456  ______________________________________________________________________
 LN0456  GEOID HEIGHT    -        -13.648 (meters)                     GEOID18
 LN0456  DYNAMIC HEIGHT  -       2298.426 (meters)     7540.75  (feet) COMP
 LN0456  MODELED GRAVITY -    979,596.4   (mgal)                       NAVD 88
 LN0456
 LN0456  VERT ORDER      -  FIRST     CLASS II
 LN0456
 LN0456.The horizontal coordinates were established by autonomous hand held GPS
 LN0456.observations and have an estimated accuracy of +/- 10 meters.
 LN0456
 LN0456.The orthometric height was determined by differential leveling and
 LN0456.adjusted by the NATIONAL GEODETIC SURVEY
 LN0456.in June 1991.
 LN0456
 LN0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0456.GEOID18 height accuracy estimate available here.
 LN0456
 LN0456.Click photographs - Photos may exist for this station.
 LN0456
 LN0456.The dynamic height is computed by dividing the NAVD 88
 LN0456.geopotential number by the normal gravity value computed on the
 LN0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0456.degrees latitude (g = 980.6199 gals.).
 LN0456
 LN0456.The modeled gravity was interpolated from observed gravity values.
 LN0456
 LN0456;                    North         East    Units  Estimated Accuracy
 LN0456;SPC UT N     - 1,060,521.      665,876.      MT  (+/- 10 meters HH2 GPS)
 LN0456
 LN0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL2369024409(NAD 83)
 LN0456
 LN0456                          SUPERSEDED SURVEY CONTROL
 LN0456
 LN0456.No superseded survey control is available for this station.
 LN0456
 LN0456_MARKER: DV = VERTICAL CONTROL DISK
 LN0456_SETTING: 66 = SET IN ROCK OUTCROP
 LN0456_STAMPING: R 386 1984
 LN0456_MARK LOGO: NGS
 LN0456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0456+STABILITY: POSITION/ELEVATION WELL
 LN0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LN0456+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 LN0456
 LN0456  HISTORY     - Date     Condition        Report By
 LN0456  HISTORY     - 1984     MONUMENTED       NGS
 LN0456  HISTORY     - 20060520 GOOD             GEOCAC
 LN0456
 LN0456                          STATION DESCRIPTION
 LN0456
 LN0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0456'39.7 KM (24.7 MI) SOUTH FROM MANILA.
 LN0456'39.7 KM (24.7 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0456'WITH STATE HIGHWAY 43 IN MANILA, SET IN THE EASTERN 1/4 OF A 11 BY 41
 LN0456'FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.8 KM (0.5 MI) NORTHEAST OF
 LN0456'A PAVED ROAD LEADING NORTH TO RED CANYON VISITOR CENTER ASHLEY
 LN0456'NATIONAL FOREST, 0.5 KM (0.3 MI) SOUTHWEST OF A PAVED ROAD LEADING TO
 LN0456'SKULL CREEK CAMPGROUND, 72.1 M (236.5 FT) EAST OF MILEPOST 3, 11.3 M
 LN0456'(37.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 5.2 M (17.1 FT)
 LN0456'SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE CULVERT.
 LN0456'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LN0456'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 LN0456
 LN0456                          STATION RECOVERY (2006)
 LN0456
 LN0456'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LN0456'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0056 ***********************************************************************
 KN0056  DESIGNATION -  R 39
 KN0056  PID         -  KN0056
 KN0056  STATE/COUNTY-  UT/EMERY
 KN0056  COUNTRY     -  US
 KN0056  USGS QUAD   -  CHIMNEY ROCK (2017)
 KN0056
 KN0056                         *CURRENT SURVEY CONTROL
 KN0056  ______________________________________________________________________
 KN0056* NAD 83(1986) POSITION- 39 07 51.     (N) 110 34 37.     (W)   SCALED
 KN0056* NAVD 88 ORTHO HEIGHT -  1889.633 (meters)     6199.57  (feet) ADJUSTED
 KN0056  ______________________________________________________________________
 KN0056  GEOID HEIGHT    -        -18.582 (meters)                     GEOID18
 KN0056  DYNAMIC HEIGHT  -       1887.659 (meters)     6193.09  (feet) COMP
 KN0056  MODELED GRAVITY -    979,515.7   (mgal)                       NAVD 88
 KN0056
 KN0056  VERT ORDER      -  SECOND    CLASS 0
 KN0056
 KN0056.The horizontal coordinates were scaled from a map and have
 KN0056.an estimated accuracy of +/- 6 seconds.
 KN0056
 KN0056.The orthometric height was determined by differential leveling and
 KN0056.adjusted by the NATIONAL GEODETIC SURVEY
 KN0056.in June 1991.
 KN0056
 KN0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0056.GEOID18 height accuracy estimate available here.
 KN0056
 KN0056.Click photographs - Photos may exist for this station.
 KN0056
 KN0056.The dynamic height is computed by dividing the NAVD 88
 KN0056.geopotential number by the normal gravity value computed on the
 KN0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0056.degrees latitude (g = 980.6199 gals.).
 KN0056
 KN0056.The modeled gravity was interpolated from observed gravity values.
 KN0056
 KN0056;                    North         East    Units  Estimated Accuracy
 KN0056;SPC UT C     - 2,088,950.      579,810.      MT  (+/- 180 meters Scaled)
 KN0056
 KN0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ365313(NAD 83)
 KN0056
 KN0056                          SUPERSEDED SURVEY CONTROL
 KN0056
 KN0056  NGVD 29 (??/??/92) 1888.503  (m)         6195.86   (f) ADJ UNCH    2 0
 KN0056
 KN0056.Superseded values are not recommended for survey control.
 KN0056
 KN0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0056.See file dsdata.pdf to determine how the superseded data were derived.
 KN0056
 KN0056_MARKER: DB = BENCH MARK DISK
 KN0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0056_STAMPING: R 39 1934
 KN0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0056+STABILITY: SURFACE MOTION
 KN0056
 KN0056  HISTORY     - Date     Condition        Report By
 KN0056  HISTORY     - 1934     MONUMENTED       CGS
 KN0056  HISTORY     - 1970     GOOD             USGS
 KN0056
 KN0056                          STATION DESCRIPTION
 KN0056
 KN0056'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KN0056'29.6 MI W FROM GREEN RIVER.
 KN0056'CASTLE DALE, 1.6 MI NE OF VIA STATE HIGHWAY 10.  THENCE 23.8 MI E
 KN0056'ALONG COUNTY ROAD TO A RD. FORK WHERE A TRACK RD. LEADS SE.  3 MI.
 KN0056'ALONG TRACK RD. SE. TO A SECOND JCT. 1.2 MI. NE. ALONG THE LEFT-HAND
 KN0056'FORK TO A GRADUAL RIGHT-HAND BEND 150 FT. S OF AN INTERMITTENT
 KN0056'STOCKPOND.  ABOUT 2300 FT WNW. OF THE WEST SIDE OF THE STOCKPOND ALONG
 KN0056'THE MORE NORTHERLY OF TWO DRAINS COMING FROM THE WEST.  ABOUT 15 FT. N
 KN0056'OF THE OLD TRACK WHICH FOLLOWS THE DRAIN AND SET IN THE TOP OF A
 KN0056'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0243 ***********************************************************************
 JO0243  DESIGNATION -  R 4
 JO0243  PID         -  JO0243
 JO0243  STATE/COUNTY-  UT/MILLARD
 JO0243  COUNTRY     -  US
 JO0243  USGS QUAD   -  CRUZ (2017)
 JO0243
 JO0243                         *CURRENT SURVEY CONTROL
 JO0243  ______________________________________________________________________
 JO0243* NAD 83(1986) POSITION- 38 49 19.     (N) 112 50 53.     (W)   SCALED
 JO0243* NAVD 88 ORTHO HEIGHT -  1486.418 (meters)     4876.69  (feet) POSTED
 JO0243  ______________________________________________________________________
 JO0243  GEOID HEIGHT    -        -20.172 (meters)                     GEOID18
 JO0243  DYNAMIC HEIGHT  -       1484.95  (meters)     4871.9   (feet) COMP
 JO0243  MODELED GRAVITY -    979,590.4   (mgal)                       NAVD 88
 JO0243
 JO0243  VERT ORDER      -  * POSTED, SEE BELOW
 JO0243
 JO0243.The horizontal coordinates were scaled from a map and have
 JO0243.an estimated accuracy of +/- 6 seconds.
 JO0243
 JO0243.The orthometric height was determined by differential leveling
 JO0243.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0243
 JO0243.* This is a POSTED BENCH MARK height.
 JO0243
 JO0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0243.GEOID18 height accuracy estimate available here.
 JO0243
 JO0243.Click photographs - Photos may exist for this station.
 JO0243
 JO0243.The dynamic height is computed by dividing the NAVD 88
 JO0243.geopotential number by the normal gravity value computed on the
 JO0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0243.degrees latitude (g = 980.6199 gals.).
 JO0243
 JO0243.The modeled gravity was interpolated from observed gravity values.
 JO0243
 JO0243;                    North         East    Units  Estimated Accuracy
 JO0243;SPC UT C     - 2,055,130.      382,930.      MT  (+/- 180 meters Scaled)
 JO0243
 JO0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH395986(NAD 83)
 JO0243
 JO0243                          SUPERSEDED SURVEY CONTROL
 JO0243
 JO0243  NGVD 29 (??/??/92) 1485.322  (m)         4873.09   (f) ADJ UNCH    1 2
 JO0243
 JO0243.Superseded values are not recommended for survey control.
 JO0243
 JO0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0243.See file dsdata.pdf to determine how the superseded data were derived.
 JO0243
 JO0243_MARKER: P = PIPE CAP
 JO0243_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JO0243_STAMPING: 4873.094 FT
 JO0243_MARK LOGO: CGS
 JO0243_MAGNETIC: P = MARKER IS A STEEL PIPE
 JO0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0243
 JO0243  HISTORY     - Date     Condition        Report By
 JO0243  HISTORY     - 1908     MONUMENTED       CGS
 JO0243  HISTORY     - 1929     GOOD             CGS
 JO0243  HISTORY     - 1970     MARK NOT FOUND   NGS
 JO0243
 JO0243                          STATION DESCRIPTION
 JO0243
 JO0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 JO0243'IN CRUZ.
 JO0243'AT CRUZ, MILLARD COUNTY, ON THE UNION PACIFIC RAILROAD, 76 FEET NORTH
 JO0243'OF THE THIRTEENTH POLE NORTH OF MILE POLE 609, ABOUT 115 YARDS SOUTH
 JO0243'OF THE STATION SIGN, ABOUT 110 FEET WEST OF THE CENTER LINE OF THE
 JO0243'TRACK, AND SLIGHTLY BELOW THE GRADE.  A STANDARD CAP, STAMPED ELEV.
 JO0243'4873.094 FT. AND FASTENED ON THE TOP OF AN IRON PIPE PROJECTING ABOUT
 JO0243'6 INCHES ABOVE GROUND.
 JO0243
 JO0243                          STATION RECOVERY (1970)
 JO0243
 JO0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JO0243'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0249 ***********************************************************************
 KN0249  DESIGNATION -  R 40
 KN0249  PID         -  KN0249
 KN0249  STATE/COUNTY-  UT/EMERY
 KN0249  COUNTRY     -  US
 KN0249  USGS QUAD   -  FERRON (2017)
 KN0249
 KN0249                         *CURRENT SURVEY CONTROL
 KN0249  ______________________________________________________________________
 KN0249* NAD 83(1986) POSITION- 39 02 55.95   (N) 111 07 51.12   (W)   HD_HELD1
 KN0249* NAVD 88 ORTHO HEIGHT -  1820.046 (meters)     5971.27  (feet) ADJUSTED
 KN0249  ______________________________________________________________________
 KN0249  GEOID HEIGHT    -        -17.560 (meters)                     GEOID18
 KN0249  DYNAMIC HEIGHT  -       1818.139 (meters)     5965.01  (feet) COMP
 KN0249  MODELED GRAVITY -    979,515.3   (mgal)                       NAVD 88
 KN0249
 KN0249  VERT ORDER      -  SECOND    CLASS 0
 KN0249
 KN0249.The horizontal coordinates were determined by differentially corrected
 KN0249.hand held GPS observations or other comparable positioning techniques
 KN0249.and have an estimated accuracy of +/- 3 meters.
 KN0249
 KN0249.The orthometric height was determined by differential leveling and
 KN0249.adjusted by the NATIONAL GEODETIC SURVEY
 KN0249.in June 1991.
 KN0249
 KN0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0249.GEOID18 height accuracy estimate available here.
 KN0249
 KN0249.Click photographs - Photos may exist for this station.
 KN0249
 KN0249.The dynamic height is computed by dividing the NAVD 88
 KN0249.geopotential number by the normal gravity value computed on the
 KN0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0249.degrees latitude (g = 980.6199 gals.).
 KN0249
 KN0249.The modeled gravity was interpolated from observed gravity values.
 KN0249
 KN0249;                    North         East    Units  Estimated Accuracy
 KN0249;SPC UT C     - 2,079,506.1     531,954.3     MT  (+/- 3 meters HH1 GPS) 
 KN0249
 KN0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ8867522208(NAD 83)
 KN0249
 KN0249                          SUPERSEDED SURVEY CONTROL
 KN0249
 KN0249  NGVD 29 (??/??/92) 1818.896  (m)         5967.49   (f) ADJ UNCH    2 0
 KN0249
 KN0249.Superseded values are not recommended for survey control.
 KN0249
 KN0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0249.See file dsdata.pdf to determine how the superseded data were derived.
 KN0249
 KN0249_MARKER: DB = BENCH MARK DISK
 KN0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0249_STAMPING: R 40 1934
 KN0249_MARK LOGO: CGS
 KN0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0249+STABILITY: SURFACE MOTION
 KN0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0249+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2009
 KN0249
 KN0249  HISTORY     - Date     Condition        Report By
 KN0249  HISTORY     - 1934     MONUMENTED       CGS
 KN0249  HISTORY     - 1974     GOOD             USGS
 KN0249  HISTORY     - 20091022 GOOD             GEOCAC
 KN0249
 KN0249                          STATION DESCRIPTION
 KN0249
 KN0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0249'2.8 MI S FROM FERRON.
 KN0249'ABOUT 2.8 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE FERRON HILLS
 KN0249'SERVICE STATION AT FERRON, EMERY COUNTY, SOUTH OF A BLUE DUGWAY AND A
 KN0249'ROW OF TREES AT THE FOOT OF A LARGE CLIFF, 49 FEET EAST OF THE CENTER
 KN0249'LINE OF THE HIGHWAY, UNDER A POWER-TRANSMISSION LINE, AND IN LINE WITH
 KN0249'A FENCE.  A STANDARD DISK, STAMPED R 40 1934 AND SET IN THE TOP OF A
 KN0249'CONCRETE POST.
 KN0249
 KN0249                          STATION RECOVERY (1974)
 KN0249
 KN0249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KN0249'FERRON, 1.9 MI. SOUTH ALONG STATE HIGHWAY 10. THENCE 0.9 MI. SOUTH
 KN0249'ALONG OLD HIGHWAY FROM THE POST OFFICE AT. 1800 FT. NORTH OF CORNER
 KN0249'SECTIONS 27, 28, 33 AND 34, T20S, R7W,. 6 FT. NORTH AND 45 FT. EAST
 KN0249'OF CENTER OF OLD HIGHWAY AT FIELD ROAD ENTRANCE WEST, A STANDARD
 KN0249'DISK, STAMPED R 40, 1934 AND SET IN THE TOP OF A CONCRETE POST
 KN0249'PROJECTING 1.0 FT. ABOVE GROUND.
 KN0249
 KN0249                          STATION RECOVERY (2009)
 KN0249
 KN0249'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 KN0249'OLD ROAD DOES CONNECT WITH UT 10 TO THE SOUTH, BUT THERE IS A GATE
 KN0249'THERE THAT MAY BE LOCKED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0235 ***********************************************************************
 KN0235  DESIGNATION -  R 41
 KN0235  PID         -  KN0235
 KN0235  STATE/COUNTY-  UT/SANPETE
 KN0235  COUNTRY     -  US
 KN0235  USGS QUAD   -  DANISH KNOLL (2017)
 KN0235
 KN0235                         *CURRENT SURVEY CONTROL
 KN0235  ______________________________________________________________________
 KN0235* NAD 83(1986) POSITION- 39 18 37.     (N) 111 27 39.     (W)   SCALED
 KN0235* NAVD 88 ORTHO HEIGHT -  2908.445 (meters)     9542.12  (feet) ADJUSTED
 KN0235  ______________________________________________________________________
 KN0235  GEOID HEIGHT    -        -16.448 (meters)                     GEOID18
 KN0235  DYNAMIC HEIGHT  -       2904.939 (meters)     9530.62  (feet) COMP
 KN0235  MODELED GRAVITY -    979,314.3   (mgal)                       NAVD 88
 KN0235
 KN0235  VERT ORDER      -  SECOND    CLASS 0
 KN0235
 KN0235.The horizontal coordinates were scaled from a map and have
 KN0235.an estimated accuracy of +/- 6 seconds.
 KN0235
 KN0235.The orthometric height was determined by differential leveling and
 KN0235.adjusted by the NATIONAL GEODETIC SURVEY
 KN0235.in June 1991.
 KN0235
 KN0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0235.GEOID18 height accuracy estimate available here.
 KN0235
 KN0235.Click photographs - Photos may exist for this station.
 KN0235
 KN0235.The dynamic height is computed by dividing the NAVD 88
 KN0235.geopotential number by the normal gravity value computed on the
 KN0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0235.degrees latitude (g = 980.6199 gals.).
 KN0235
 KN0235.The modeled gravity was interpolated from observed gravity values.
 KN0235
 KN0235;                    North         East    Units  Estimated Accuracy
 KN0235;SPC UT C     - 2,108,460.      503,380.      MT  (+/- 180 meters Scaled)
 KN0235
 KN0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ602513(NAD 83)
 KN0235
 KN0235                          SUPERSEDED SURVEY CONTROL
 KN0235
 KN0235  NGVD 29 (??/??/92) 2906.978  (m)         9537.31   (f) ADJ UNCH    2 0
 KN0235
 KN0235.Superseded values are not recommended for survey control.
 KN0235
 KN0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0235.See file dsdata.pdf to determine how the superseded data were derived.
 KN0235
 KN0235_MARKER: DB = BENCH MARK DISK
 KN0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0235_STAMPING: R 41 1934
 KN0235_MARK LOGO: CGS
 KN0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0235+STABILITY: SURFACE MOTION
 KN0235
 KN0235  HISTORY     - Date     Condition        Report By
 KN0235  HISTORY     - 1934     MONUMENTED       CGS
 KN0235  HISTORY     - 1966     POOR             USGS
 KN0235
 KN0235                          STATION DESCRIPTION
 KN0235
 KN0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0235'12.9 MI E FROM EPHRAIM.
 KN0235'ABOUT 12.9 MILES EAST ALONG STATE HIGHWAY 29 FROM THE BANK OF EPHRAIM
 KN0235'AT EPHRAIM, SANPETE COUNTY, ON A LONG SLOPE, ABOUT 275 FEET EAST OF A
 KN0235'BRIDGE, ON THE UPPER OR NORTHEAST SIDE OF THE HIGHWAY, AND 45 FEET
 KN0235'FROM THE CENTER LINE.  A STANDARD DISK, STAMPED R 41 1934 AND SET IN
 KN0235'THE TOP OF A CONCRETE POST.  NOTE-- POST IS SOLID BUT IS LEANING
 KN0235'NORTHWARD ABOUT 15 DEG.  THERE ARE NO SCARS FROM DOZER BLADES NOR ANY
 KN0235'EVIDENCE OF RECENT EARTH MOVEMENT.  ROAD WAS RECENTLY WIDENED AND
 KN0235'GRAVELED BUT NO CUTS NEAR MARK.  BRIDGE REPLACED BY CULVERT.  IT IS 40
 KN0235'FEET NORTHEAST OF CENTER OF ROAD.
 KN0235
 KN0235                          STATION RECOVERY (1966)
 KN0235
 KN0235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0235'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0178 ***********************************************************************
 KN0178  DESIGNATION -  R 42
 KN0178  PID         -  KN0178
 KN0178  STATE/COUNTY-  UT/SANPETE
 KN0178  COUNTRY     -  US
 KN0178  USGS QUAD   -  FAIRVIEW (2017)
 KN0178
 KN0178                         *CURRENT SURVEY CONTROL
 KN0178  ______________________________________________________________________
 KN0178* NAD 83(1986) POSITION- 39 39 36.     (N) 111 25 58.     (W)   SCALED
 KN0178* NAVD 88 ORTHO HEIGHT -  1863.765 (meters)     6114.70  (feet) POSTED
 KN0178  ______________________________________________________________________
 KN0178  GEOID HEIGHT    -        -16.712 (meters)                     GEOID18
 KN0178  DYNAMIC HEIGHT  -       1861.88  (meters)     6108.5   (feet) COMP
 KN0178  MODELED GRAVITY -    979,547.0   (mgal)                       NAVD 88
 KN0178
 KN0178  VERT ORDER      -  * POSTED, SEE BELOW
 KN0178
 KN0178.The horizontal coordinates were scaled from a map and have
 KN0178.an estimated accuracy of +/- 6 seconds.
 KN0178
 KN0178.The orthometric height was determined by differential leveling
 KN0178.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KN0178
 KN0178.* This is a POSTED BENCH MARK height.
 KN0178
 KN0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0178.GEOID18 height accuracy estimate available here.
 KN0178
 KN0178.Click photographs - Photos may exist for this station.
 KN0178
 KN0178.The dynamic height is computed by dividing the NAVD 88
 KN0178.geopotential number by the normal gravity value computed on the
 KN0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0178.degrees latitude (g = 980.6199 gals.).
 KN0178
 KN0178.The modeled gravity was interpolated from observed gravity values.
 KN0178
 KN0178;                    North         East    Units  Estimated Accuracy
 KN0178;SPC UT C     - 2,147,290.      505,770.      MT  (+/- 180 meters Scaled)
 KN0178
 KN0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ628901(NAD 83)
 KN0178
 KN0178                          SUPERSEDED SURVEY CONTROL
 KN0178
 KN0178  NGVD 29 (??/??/92) 1862.590  (m)         6110.85   (f) ADJ UNCH    2 0
 KN0178
 KN0178.Superseded values are not recommended for survey control.
 KN0178
 KN0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0178.See file dsdata.pdf to determine how the superseded data were derived.
 KN0178
 KN0178_MARKER: DB = BENCH MARK DISK
 KN0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0178_STAMPING: R 42 1934
 KN0178_MARK LOGO: CGS
 KN0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0178+STABILITY: SURFACE MOTION
 KN0178
 KN0178  HISTORY     - Date     Condition        Report By
 KN0178  HISTORY     - 1934     MONUMENTED       CGS
 KN0178
 KN0178                          STATION DESCRIPTION
 KN0178
 KN0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0178'2.0 MI N FROM FAIRVIEW.
 KN0178'ABOUT 2.0 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0178'FROM THE STATION AT FAIRVIEW, SANPETE COUNTY, ABOUT 7 RAILS NORTH OF
 KN0178'MILEPOST 30, AT A ROAD CROSSING, 18 FEET SOUTH OF THE CENTER LINE OF
 KN0178'THE ROAD, 38 FEET WEST OF THE TRACK, AND IN LINE WITH THE RIGHT-OF-WAY
 KN0178'FENCE.  A STANDARD DISK, STAMPED R 42 1934 AND SET IN THE TOP OF A
 KN0178'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0281 ***********************************************************************
 KN0281  DESIGNATION -  R 43
 KN0281  PID         -  KN0281
 KN0281  STATE/COUNTY-  UT/SANPETE
 KN0281  COUNTRY     -  US
 KN0281  USGS QUAD   -  CHESTER (2017)
 KN0281
 KN0281                         *CURRENT SURVEY CONTROL
 KN0281  ______________________________________________________________________
 KN0281* NAD 83(1986) POSITION- 39 22 56.5    (N) 111 35 29.3    (W)   HD_HELD2
 KN0281* NAVD 88 ORTHO HEIGHT -  1666.667 (meters)     5468.06  (feet) ADJUSTED
 KN0281  ______________________________________________________________________
 KN0281  GEOID HEIGHT    -        -17.487 (meters)                     GEOID18
 KN0281  DYNAMIC HEIGHT  -       1664.972 (meters)     5462.50  (feet) COMP
 KN0281  MODELED GRAVITY -    979,552.2   (mgal)                       NAVD 88
 KN0281
 KN0281  VERT ORDER      -  SECOND    CLASS 0
 KN0281
 KN0281.The horizontal coordinates were established by autonomous hand held GPS
 KN0281.observations and have an estimated accuracy of +/- 10 meters.
 KN0281
 KN0281.The orthometric height was determined by differential leveling and
 KN0281.adjusted by the NATIONAL GEODETIC SURVEY
 KN0281.in June 1991.
 KN0281
 KN0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0281.GEOID18 height accuracy estimate available here.
 KN0281
 KN0281.Click photographs - Photos may exist for this station.
 KN0281
 KN0281.The dynamic height is computed by dividing the NAVD 88
 KN0281.geopotential number by the normal gravity value computed on the
 KN0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0281.degrees latitude (g = 980.6199 gals.).
 KN0281
 KN0281.The modeled gravity was interpolated from observed gravity values.
 KN0281
 KN0281;                    North         East    Units  Estimated Accuracy
 KN0281;SPC UT C     - 2,116,466.      492,119.      MT  (+/- 10 meters HH2 GPS)
 KN0281
 KN0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ4906059375(NAD 83)
 KN0281
 KN0281                          SUPERSEDED SURVEY CONTROL
 KN0281
 KN0281  NGVD 29 (??/??/92) 1665.496  (m)         5464.21   (f) ADJ UNCH    2 0
 KN0281
 KN0281.Superseded values are not recommended for survey control.
 KN0281
 KN0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0281.See file dsdata.pdf to determine how the superseded data were derived.
 KN0281
 KN0281_MARKER: DB = BENCH MARK DISK
 KN0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0281_STAMPING: R 43 1934
 KN0281_MARK LOGO: CGS
 KN0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0281+STABILITY: SURFACE MOTION
 KN0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0281+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2012
 KN0281
 KN0281  HISTORY     - Date     Condition        Report By
 KN0281  HISTORY     - 1934     MONUMENTED       CGS
 KN0281  HISTORY     - 20120819 GOOD             GEOCAC
 KN0281  HISTORY     - 20121120 GOOD             INDIV
 KN0281
 KN0281                          STATION DESCRIPTION
 KN0281
 KN0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0281'1.8 MI N FROM EPHRAIM.
 KN0281'ABOUT 1.8 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0281'FROM THE BANK OF EPHRAIM AT EPHRAIM, SANPETE COUNTY, 27 FEET NORTH OF
 KN0281'THE CENTER OF A CROSSING, AND 20 FEET WEST OF THE TRACK, IN THE
 KN0281'RIGHT-OF-WAY LINE.  A STANDARD DISK, STAMPED R 43 1934 AND SET IN THE
 KN0281'TOP OF A CONCRETE POST.
 KN0281
 KN0281                          STATION RECOVERY (2012)
 KN0281
 KN0281'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 KN0281'THE DENVER AND RIO GRANDE WESTERN RAILROAD TRACK HAS BEEN ABANDONED
 KN0281'AND THE RIGHT-OF-WAY IS NOW IN AN ENCLOSED PASTURE. THE MARK IS
 KN0281'APPROXIMATELY 50 FEET NORTH OF THE CENTERLINE OF MUD LANE AND
 KN0281'APPROXIMATELY 25 FEET WEST OF A FARMER'S ACCESS ROAD THAT FOLLOWS THE
 KN0281'ABANDONED RAILROAD ROADBED.
 KN0281
 KN0281                          STATION RECOVERY (2012)
 KN0281
 KN0281'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (RCW)
 KN0281'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0312 ***********************************************************************
 KN0312  DESIGNATION -  R 44
 KN0312  PID         -  KN0312
 KN0312  STATE/COUNTY-  UT/JUAB
 KN0312  COUNTRY     -  US
 KN0312  USGS QUAD   -  SUGARLOAF (2017)
 KN0312
 KN0312                         *CURRENT SURVEY CONTROL
 KN0312  ______________________________________________________________________
 KN0312* NAD 83(1986) POSITION- 39 38 19.78   (N) 111 52 56.33   (W)   HD_HELD1
 KN0312* NAVD 88 ORTHO HEIGHT -  1587.566 (meters)     5208.54  (feet) ADJUSTED
 KN0312  ______________________________________________________________________
 KN0312  GEOID HEIGHT    -        -17.857 (meters)                     GEOID18
 KN0312  DYNAMIC HEIGHT  -       1586.043 (meters)     5203.54  (feet) COMP
 KN0312  MODELED GRAVITY -    979,611.6   (mgal)                       NAVD 88
 KN0312
 KN0312  VERT ORDER      -  SECOND    CLASS 0
 KN0312
 KN0312.The horizontal coordinates were determined by differentially corrected
 KN0312.hand held GPS observations or other comparable positioning techniques
 KN0312.and have an estimated accuracy of +/- 3 meters.
 KN0312
 KN0312.The orthometric height was determined by differential leveling and
 KN0312.adjusted by the NATIONAL GEODETIC SURVEY
 KN0312.in June 1991.
 KN0312
 KN0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0312.GEOID18 height accuracy estimate available here.
 KN0312
 KN0312.Click photographs - Photos may exist for this station.
 KN0312
 KN0312.The dynamic height is computed by dividing the NAVD 88
 KN0312.geopotential number by the normal gravity value computed on the
 KN0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0312.degrees latitude (g = 980.6199 gals.).
 KN0312
 KN0312.The modeled gravity was interpolated from observed gravity values.
 KN0312
 KN0312;                    North         East    Units  Estimated Accuracy
 KN0312;SPC UT C     - 2,145,004.1     467,184.6     MT  (+/- 3 meters HH1 GPS) 
 KN0312
 KN0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ2429088043(NAD 83)
 KN0312
 KN0312                          SUPERSEDED SURVEY CONTROL
 KN0312
 KN0312  NGVD 29 (??/??/92) 1586.380  (m)         5204.65   (f) ADJ UNCH    2 0
 KN0312
 KN0312.Superseded values are not recommended for survey control.
 KN0312
 KN0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0312.See file dsdata.pdf to determine how the superseded data were derived.
 KN0312
 KN0312_MARKER: DB = BENCH MARK DISK
 KN0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0312_STAMPING: R 44 1934
 KN0312_MARK LOGO: CGS
 KN0312_PROJECTION: PROJECTING 13 CENTIMETERS
 KN0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0312+STABILITY: SURFACE MOTION
 KN0312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0312+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2023
 KN0312
 KN0312  HISTORY     - Date     Condition        Report By
 KN0312  HISTORY     - 1934     MONUMENTED       CGS
 KN0312  HISTORY     - 20230322 GOOD             INDIV
 KN0312
 KN0312                          STATION DESCRIPTION
 KN0312
 KN0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0312'5.7 MI SW FROM NEPHI.
 KN0312'ABOUT 5.7 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KN0312'STATION AT NEPHI, JUAB COUNTY, OPPOSITE MILEPOST 705, 38 FEET EAST OF
 KN0312'THE CENTER LINE OF THE TRACK, AND IN THE RIGHT-OF-WAY FENCE LINE.  A
 KN0312'STANDARD DISK, STAMPED R 44 1934 AND SET IN THE TOP OF A CONCRETE
 KN0312'POST.
 KN0312
 KN0312                          STATION RECOVERY (2023)
 KN0312
 KN0312'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (JB)
 KN0312'EAST OF MILE POST 705, 1 FT (0.3 M) WEST OF RIGHT-OF-WAY FENCE ALONG A
 KN0312'DIRT ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0168 ***********************************************************************
 KO0168  DESIGNATION -  R 45
 KO0168  PID         -  KO0168
 KO0168  STATE/COUNTY-  UT/MILLARD
 KO0168  COUNTRY     -  US
 KO0168  USGS QUAD   -  HARDING (2017)
 KO0168
 KO0168                         *CURRENT SURVEY CONTROL
 KO0168  ______________________________________________________________________
 KO0168* NAD 83(1986) POSITION- 39 17 41.     (N) 112 28 11.     (W)   SCALED
 KO0168* NAVD 88 ORTHO HEIGHT -  1419.627 (meters)     4657.56  (feet) ADJUSTED
 KO0168  ______________________________________________________________________
 KO0168  GEOID HEIGHT    -        -19.039 (meters)                     GEOID18
 KO0168  DYNAMIC HEIGHT  -       1418.337 (meters)     4653.33  (feet) COMP
 KO0168  MODELED GRAVITY -    979,668.8   (mgal)                       NAVD 88
 KO0168
 KO0168  VERT ORDER      -  SECOND    CLASS 0
 KO0168
 KO0168.The horizontal coordinates were scaled from a map and have
 KO0168.an estimated accuracy of +/- 6 seconds.
 KO0168
 KO0168.The orthometric height was determined by differential leveling and
 KO0168.adjusted by the NATIONAL GEODETIC SURVEY
 KO0168.in June 1991.
 KO0168
 KO0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0168.GEOID18 height accuracy estimate available here.
 KO0168
 KO0168.Click photographs - Photos may exist for this station.
 KO0168
 KO0168.The dynamic height is computed by dividing the NAVD 88
 KO0168.geopotential number by the normal gravity value computed on the
 KO0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0168.degrees latitude (g = 980.6199 gals.).
 KO0168
 KO0168.The modeled gravity was interpolated from observed gravity values.
 KO0168
 KO0168;                    North         East    Units  Estimated Accuracy
 KO0168;SPC UT C     - 2,107,190.      416,350.      MT  (+/- 180 meters Scaled)
 KO0168
 KO0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ732505(NAD 83)
 KO0168
 KO0168                          SUPERSEDED SURVEY CONTROL
 KO0168
 KO0168  NGVD 29 (??/??/92) 1418.552  (m)         4654.03   (f) ADJ UNCH    2 0
 KO0168
 KO0168.Superseded values are not recommended for survey control.
 KO0168
 KO0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0168.See file dsdata.pdf to determine how the superseded data were derived.
 KO0168
 KO0168_MARKER: DB = BENCH MARK DISK
 KO0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0168_STAMPING: R 45 1934
 KO0168_MARK LOGO: CGS
 KO0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0168+STABILITY: SURFACE MOTION
 KO0168
 KO0168  HISTORY     - Date     Condition        Report By
 KO0168  HISTORY     - 1934     MONUMENTED       CGS
 KO0168
 KO0168                          STATION DESCRIPTION
 KO0168
 KO0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0168'7.9 MI SE FROM DELTA.
 KO0168'ABOUT 7.9 MILES SOUTHEAST ALONG THE LOS ANGELES AND SALT LAKE RAILROAD
 KO0168'FROM THE COMMUNITY BUILDING AT DELTA, MILLARD COUNTY, AT MILEPOST 8,
 KO0168'45 FEET WEST OF THE CENTER LINE OF THE TRACK, AND IN LINE WITH THE
 KO0168'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED R 45 1934 AND SET IN THE
 KO0168'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0315 ***********************************************************************
 JN0315  DESIGNATION -  R 46
 JN0315  PID         -  JN0315
 JN0315  STATE/COUNTY-  UT/SEVIER
 JN0315  COUNTRY     -  US
 JN0315  USGS QUAD   -  BURRVILLE (2017)
 JN0315
 JN0315                         *CURRENT SURVEY CONTROL
 JN0315  ______________________________________________________________________
 JN0315* NAD 83(1986) POSITION- 38 32 44.43   (N) 111 52 13.96   (W)   HD_HELD1
 JN0315* NAVD 88 ORTHO HEIGHT -  2120.015 (meters)     6955.42  (feet) ADJUSTED
 JN0315  ______________________________________________________________________
 JN0315  GEOID HEIGHT    -        -17.791 (meters)                     GEOID18
 JN0315  DYNAMIC HEIGHT  -       2117.559 (meters)     6947.36  (feet) COMP
 JN0315  MODELED GRAVITY -    979,393.8   (mgal)                       NAVD 88
 JN0315
 JN0315  VERT ORDER      -  SECOND    CLASS 0
 JN0315
 JN0315.The horizontal coordinates were determined by differentially corrected
 JN0315.hand held GPS observations or other comparable positioning techniques
 JN0315.and have an estimated accuracy of +/- 3 meters.
 JN0315
 JN0315.The orthometric height was determined by differential leveling and
 JN0315.adjusted by the NATIONAL GEODETIC SURVEY
 JN0315.in June 1991.
 JN0315
 JN0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0315.GEOID18 height accuracy estimate available here.
 JN0315
 JN0315.Click photographs - Photos may exist for this station.
 JN0315
 JN0315.The dynamic height is computed by dividing the NAVD 88
 JN0315.geopotential number by the normal gravity value computed on the
 JN0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0315.degrees latitude (g = 980.6199 gals.).
 JN0315
 JN0315.The modeled gravity was interpolated from observed gravity values.
 JN0315
 JN0315;                    North         East    Units  Estimated Accuracy
 JN0315;SPC UT C     - 2,023,642.4     467,692.1     MT  (+/- 3 meters HH1 GPS) 
 JN0315
 JN0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH2413766720(NAD 83)
 JN0315
 JN0315                          SUPERSEDED SURVEY CONTROL
 JN0315
 JN0315  NGVD 29 (??/??/92) 2118.704  (m)         6951.11   (f) ADJ UNCH    2 0
 JN0315
 JN0315.Superseded values are not recommended for survey control.
 JN0315
 JN0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0315.See file dsdata.pdf to determine how the superseded data were derived.
 JN0315
 JN0315_MARKER: DB = BENCH MARK DISK
 JN0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0315_STAMPING: R 46 1934
 JN0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0315+STABILITY: SURFACE MOTION
 JN0315
 JN0315  HISTORY     - Date     Condition        Report By
 JN0315  HISTORY     - 1934     MONUMENTED       CGS
 JN0315
 JN0315                          STATION DESCRIPTION
 JN0315
 JN0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0315'2.6 MI N FROM KOOSHAREM.
 JN0315'2.6 MILES NORTH ALONG STATE HIGHWAY 62 FROM THE SCHOOL BUILDING AT
 JN0315'KOOSHAREM, JUST NORTH OF AN S-CURVE, AT THE TOP OF THE SMALLER AND
 JN0315'MORE NORTHERLY ONE OF TWO KNOLLS, AND 18 FEET WEST OF THE CENTER LINE
 JN0315'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0571 ***********************************************************************
 HN0571  DESIGNATION -  R 47
 HN0571  PID         -  HN0571
 HN0571  STATE/COUNTY-  UT/GARFIELD
 HN0571  COUNTRY     -  US
 HN0571  USGS QUAD   -  GRASS LAKES (2017)
 HN0571
 HN0571                         *CURRENT SURVEY CONTROL
 HN0571  ______________________________________________________________________
 HN0571* NAD 83(1986) POSITION- 37 58 32.     (N) 111 59 21.     (W)   SCALED
 HN0571* NAVD 88 ORTHO HEIGHT -  2208.645 (meters)     7246.20  (feet) ADJUSTED
 HN0571  ______________________________________________________________________
 HN0571  GEOID HEIGHT    -        -18.925 (meters)                     GEOID18
 HN0571  DYNAMIC HEIGHT  -       2205.947 (meters)     7237.34  (feet) COMP
 HN0571  MODELED GRAVITY -    979,328.4   (mgal)                       NAVD 88
 HN0571
 HN0571  VERT ORDER      -  SECOND    CLASS 0
 HN0571
 HN0571.The horizontal coordinates were scaled from a map and have
 HN0571.an estimated accuracy of +/- 6 seconds.
 HN0571
 HN0571.The orthometric height was determined by differential leveling and
 HN0571.adjusted by the NATIONAL GEODETIC SURVEY
 HN0571.in June 1991.
 HN0571
 HN0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0571.GEOID18 height accuracy estimate available here.
 HN0571
 HN0571.Click photographs - Photos may exist for this station.
 HN0571
 HN0571.The dynamic height is computed by dividing the NAVD 88
 HN0571.geopotential number by the normal gravity value computed on the
 HN0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0571.degrees latitude (g = 980.6199 gals.).
 HN0571
 HN0571.The modeled gravity was interpolated from observed gravity values.
 HN0571
 HN0571;                    North         East    Units  Estimated Accuracy
 HN0571;SPC UT S     - 3,145,380.      457,020.      MT  (+/- 180 meters Scaled)
 HN0571
 HN0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH131035(NAD 83)
 HN0571
 HN0571                          SUPERSEDED SURVEY CONTROL
 HN0571
 HN0571  NGVD 29 (??/??/92) 2207.302  (m)         7241.79   (f) ADJ UNCH    2 0
 HN0571
 HN0571.Superseded values are not recommended for survey control.
 HN0571
 HN0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0571.See file dsdata.pdf to determine how the superseded data were derived.
 HN0571
 HN0571_MARKER: DB = BENCH MARK DISK
 HN0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0571_STAMPING: R 47 1934
 HN0571_MARK LOGO: CGS
 HN0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0571+STABILITY: SURFACE MOTION
 HN0571
 HN0571  HISTORY     - Date     Condition        Report By
 HN0571  HISTORY     - 1934     MONUMENTED       CGS
 HN0571
 HN0571                          STATION DESCRIPTION
 HN0571
 HN0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HN0571'10.1 MI N FROM WIDTSOE.
 HN0571'ABOUT 10.1 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE SOUTHWEST EDGE
 HN0571'OF WIDTSOE, GARFIELD COUNTY, AT THE SUMMIT OF A SMALL HILL, 21 FEET
 HN0571'WEST OF THE CENTER LINE OF THE HIGHWAY, AND IN LINE WITH AN OLD ROW OF
 HN0571'POLES.  A STANDARD DISK, STAMPED R 47 1934 AND SET IN THE TOP OF A
 HN0571'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0284 ***********************************************************************
 JN0284  DESIGNATION -  R 48
 JN0284  PID         -  JN0284
 JN0284  STATE/COUNTY-  UT/SEVIER
 JN0284  COUNTRY     -  US
 JN0284  USGS QUAD   -  SALINA (2017)
 JN0284
 JN0284                         *CURRENT SURVEY CONTROL
 JN0284  ______________________________________________________________________
 JN0284* NAD 83(1986) POSITION- 38 55 54.     (N) 111 49 34.     (W)   SCALED
 JN0284* NAVD 88 ORTHO HEIGHT -  1626.891 (meters)     5337.56  (feet) ADJUSTED
 JN0284  ______________________________________________________________________
 JN0284  GEOID HEIGHT    -        -18.449 (meters)                     GEOID18
 JN0284  DYNAMIC HEIGHT  -       1625.183 (meters)     5331.95  (feet) COMP
 JN0284  MODELED GRAVITY -    979,521.5   (mgal)                       NAVD 88
 JN0284
 JN0284  VERT ORDER      -  SECOND    CLASS 0
 JN0284
 JN0284.The horizontal coordinates were scaled from a map and have
 JN0284.an estimated accuracy of +/- 6 seconds.
 JN0284
 JN0284.The orthometric height was determined by differential leveling and
 JN0284.adjusted by the NATIONAL GEODETIC SURVEY
 JN0284.in June 1991.
 JN0284
 JN0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0284.GEOID18 height accuracy estimate available here.
 JN0284
 JN0284.Click photographs - Photos may exist for this station.
 JN0284
 JN0284.The dynamic height is computed by dividing the NAVD 88
 JN0284.geopotential number by the normal gravity value computed on the
 JN0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0284.degrees latitude (g = 980.6199 gals.).
 JN0284
 JN0284.The modeled gravity was interpolated from observed gravity values.
 JN0284
 JN0284;                    North         East    Units  Estimated Accuracy
 JN0284;SPC UT C     - 2,066,480.      471,720.      MT  (+/- 180 meters Scaled)
 JN0284
 JN0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ283095(NAD 83)
 JN0284
 JN0284                          SUPERSEDED SURVEY CONTROL
 JN0284
 JN0284  NGVD 29 (??/??/92) 1625.700  (m)         5333.65   (f) ADJ UNCH    2 0
 JN0284
 JN0284.Superseded values are not recommended for survey control.
 JN0284
 JN0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0284.See file dsdata.pdf to determine how the superseded data were derived.
 JN0284
 JN0284_MARKER: DB = BENCH MARK DISK
 JN0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0284_STAMPING: R 48 1934
 JN0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0284+STABILITY: SURFACE MOTION
 JN0284
 JN0284  HISTORY     - Date     Condition        Report By
 JN0284  HISTORY     - 1934     MONUMENTED       CGS
 JN0284
 JN0284                          STATION DESCRIPTION
 JN0284
 JN0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0284'3.8 MI E FROM SALINA.
 JN0284'ABOUT 3.8 MILES EAST ALONG STATE HIGHWAY 10 FROM THE DENVER AND RIO
 JN0284'GRANDE WESTERN RAILROAD STATION AT SALINA, SEVIER COUNTY, ON THE
 JN0284'DENVER AND RIO GRANDE WESTERN RAILROAD, IN A CANYON, AT A WYE IN THE
 JN0284'ROAD LEADING ACROSS THE TRACK AND THROUGH THE ENTRANCE TO FISHLAKE
 JN0284'NATIONAL FOREST, 39 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND
 JN0284'54 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 JN0284'STAMPED R 48 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0131 ***********************************************************************
 KO0131  DESIGNATION -  R 50
 KO0131  PID         -  KO0131
 KO0131  STATE/COUNTY-  UT/MILLARD
 KO0131  COUNTRY     -  US
 KO0131  USGS QUAD   -  SCIPIO SOUTH (2017)
 KO0131
 KO0131                         *CURRENT SURVEY CONTROL
 KO0131  ______________________________________________________________________
 KO0131* NAD 83(1986) POSITION- 39 14 27.73   (N) 112 05 53.93   (W)   HD_HELD1
 KO0131* NAVD 88 ORTHO HEIGHT -  1633.018 (meters)     5357.66  (feet) ADJUSTED
 KO0131  ______________________________________________________________________
 KO0131  GEOID HEIGHT    -        -18.223 (meters)                     GEOID18
 KO0131  DYNAMIC HEIGHT  -       1631.420 (meters)     5352.42  (feet) COMP
 KO0131  MODELED GRAVITY -    979,591.2   (mgal)                       NAVD 88
 KO0131
 KO0131  VERT ORDER      -  SECOND    CLASS 0
 KO0131
 KO0131.The horizontal coordinates were determined by differentially corrected
 KO0131.hand held GPS observations or other comparable positioning techniques
 KO0131.and have an estimated accuracy of +/- 3 meters.
 KO0131
 KO0131.The orthometric height was determined by differential leveling and
 KO0131.adjusted by the NATIONAL GEODETIC SURVEY
 KO0131.in June 1991.
 KO0131
 KO0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0131.GEOID18 height accuracy estimate available here.
 KO0131
 KO0131.Click photographs - Photos may exist for this station.
 KO0131
 KO0131.The dynamic height is computed by dividing the NAVD 88
 KO0131.geopotential number by the normal gravity value computed on the
 KO0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0131.degrees latitude (g = 980.6199 gals.).
 KO0131
 KO0131.The modeled gravity was interpolated from observed gravity values.
 KO0131
 KO0131;                    North         East    Units  Estimated Accuracy
 KO0131;SPC UT C     - 2,100,945.7     448,349.4     MT  (+/- 3 meters HH1 GPS) 
 KO0131
 KO0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ0521744099(NAD 83)
 KO0131
 KO0131                          SUPERSEDED SURVEY CONTROL
 KO0131
 KO0131  NGVD 29 (??/??/92) 1631.867  (m)         5353.88   (f) ADJ UNCH    2 0
 KO0131
 KO0131.Superseded values are not recommended for survey control.
 KO0131
 KO0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0131.See file dsdata.pdf to determine how the superseded data were derived.
 KO0131
 KO0131_MARKER: DB = BENCH MARK DISK
 KO0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0131_STAMPING: R 50 1934
 KO0131_MARK LOGO: CGS
 KO0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0131+STABILITY: SURFACE MOTION
 KO0131
 KO0131  HISTORY     - Date     Condition        Report By
 KO0131  HISTORY     - 1934     MONUMENTED       CGS
 KO0131  HISTORY     - 1971     GOOD             USGS
 KO0131
 KO0131                          STATION DESCRIPTION
 KO0131
 KO0131'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 KO0131'IN SCIPIO.
 KO0131'AT SCIPIO, THE SOUTHEAST CORNER OF ON THE OLD ROAD FROM SALINA, ON THE
 KO0131'EAST SIDE OF THE ROAD, ACROSS FROM THE CEMETERY, 23 FEET EAST OF THE
 KO0131'CENTERLINE OF THE ROAD AND ONE FOOT EAST OF A FENCE.  A STANDARD C AND
 KO0131'GS DISK, STAMPED R 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0127 ***********************************************************************
 KN0127  DESIGNATION -  R 51
 KN0127  PID         -  KN0127
 KN0127  STATE/COUNTY-  UT/CARBON
 KN0127  COUNTRY     -  US
 KN0127  USGS QUAD   -  WELLINGTON (2017)
 KN0127
 KN0127                         *CURRENT SURVEY CONTROL
 KN0127  ______________________________________________________________________
 KN0127* NAD 83(1986) POSITION- 39 32 54.     (N) 110 40 11.     (W)   SCALED
 KN0127* NAVD 88 ORTHO HEIGHT -  1669.305 (meters)     5476.71  (feet) ADJUSTED
 KN0127  ______________________________________________________________________
 KN0127  GEOID HEIGHT    -        -17.277 (meters)                     GEOID18
 KN0127  DYNAMIC HEIGHT  -       1667.695 (meters)     5471.43  (feet) COMP
 KN0127  MODELED GRAVITY -    979,602.9   (mgal)                       NAVD 88
 KN0127
 KN0127  VERT ORDER      -  SECOND    CLASS 0
 KN0127
 KN0127.The horizontal coordinates were scaled from a map and have
 KN0127.an estimated accuracy of +/- 6 seconds.
 KN0127
 KN0127.The orthometric height was determined by differential leveling and
 KN0127.adjusted by the NATIONAL GEODETIC SURVEY
 KN0127.in June 1991.
 KN0127
 KN0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0127.GEOID18 height accuracy estimate available here.
 KN0127
 KN0127.Click photographs - Photos may exist for this station.
 KN0127
 KN0127.The dynamic height is computed by dividing the NAVD 88
 KN0127.geopotential number by the normal gravity value computed on the
 KN0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0127.degrees latitude (g = 980.6199 gals.).
 KN0127
 KN0127.The modeled gravity was interpolated from observed gravity values.
 KN0127
 KN0127;                    North         East    Units  Estimated Accuracy
 KN0127;SPC UT C     - 2,135,220.      571,360.      MT  (+/- 180 meters Scaled)
 KN0127
 KN0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ283776(NAD 83)
 KN0127
 KN0127                          SUPERSEDED SURVEY CONTROL
 KN0127
 KN0127  NGVD 29 (??/??/92) 1668.275  (m)         5473.33   (f) ADJ UNCH    2 0
 KN0127
 KN0127.Superseded values are not recommended for survey control.
 KN0127
 KN0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0127.See file dsdata.pdf to determine how the superseded data were derived.
 KN0127
 KN0127_MARKER: DB = BENCH MARK DISK
 KN0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0127_STAMPING: R 51 1934
 KN0127_MARK LOGO: CGS
 KN0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0127+STABILITY: SURFACE MOTION
 KN0127
 KN0127  HISTORY     - Date     Condition        Report By
 KN0127  HISTORY     - 1934     MONUMENTED       CGS
 KN0127
 KN0127                          STATION DESCRIPTION
 KN0127
 KN0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0127'3.9 MI E FROM WELLINGTON.
 KN0127'ABOUT 3.9 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE DENVER AND RIO
 KN0127'GRANDE WESTERN RAILROAD STATION AT WELLINGTON, CARBON COUNTY, AT THE
 KN0127'JUNCTION OF STATE HIGHWAY 53, 57 FEET EAST OF THE CENTER LINE OF A
 KN0127'DIRT ROAD LEADING SOUTH, AND 141 FEET SOUTH OF U.S. HIGHWAY 50.  A
 KN0127'STANDARD DISK, STAMPED R 51 1934 AND SET IN THE TOP OF A CONCRETE
 KN0127'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0037 ***********************************************************************
 LO0037  DESIGNATION -  R 52
 LO0037  PID         -  LO0037
 LO0037  STATE/COUNTY-  UT/DUCHESNE
 LO0037  COUNTRY     -  US
 LO0037  USGS QUAD   -  MYTON SW (2017)
 LO0037
 LO0037                         *CURRENT SURVEY CONTROL
 LO0037  ______________________________________________________________________
 LO0037* NAD 83(1986) POSITION- 40 02 07.     (N) 110 09 38.     (W)   SCALED
 LO0037* NAVD 88 ORTHO HEIGHT -  1797.394 (meters)     5896.95  (feet) ADJUSTED
 LO0037  ______________________________________________________________________
 LO0037  GEOID HEIGHT    -        -17.594 (meters)                     GEOID18
 LO0037  DYNAMIC HEIGHT  -       1795.629 (meters)     5891.16  (feet) COMP
 LO0037  MODELED GRAVITY -    979,581.0   (mgal)                       NAVD 88
 LO0037
 LO0037  VERT ORDER      -  SECOND    CLASS II
 LO0037
 LO0037.The horizontal coordinates were scaled from a map and have
 LO0037.an estimated accuracy of +/- 6 seconds.
 LO0037
 LO0037.The orthometric height was determined by differential leveling and
 LO0037.adjusted by the NATIONAL GEODETIC SURVEY
 LO0037.in August 2002.
 LO0037
 LO0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0037.GEOID18 height accuracy estimate available here.
 LO0037
 LO0037.Click photographs - Photos may exist for this station.
 LO0037
 LO0037.The dynamic height is computed by dividing the NAVD 88
 LO0037.geopotential number by the normal gravity value computed on the
 LO0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0037.degrees latitude (g = 980.6199 gals.).
 LO0037
 LO0037.The modeled gravity was interpolated from observed gravity values.
 LO0037
 LO0037;                    North         East    Units  Estimated Accuracy
 LO0037;SPC UT C     - 2,189,800.      614,310.      MT  (+/- 180 meters Scaled)
 LO0037
 LO0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK716320(NAD 83)
 LO0037
 LO0037                          SUPERSEDED SURVEY CONTROL
 LO0037
 LO0037  NAVD 88 (06/15/91) 1797.421  (m)         5897.04   (f) SUPERSEDED  2 0
 LO0037  NGVD 29 (??/??/92) 1796.15   (m)         5892.9    (f) COMPUTED    2 0
 LO0037
 LO0037.Superseded values are not recommended for survey control.
 LO0037
 LO0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0037.See file dsdata.pdf to determine how the superseded data were derived.
 LO0037
 LO0037_MARKER: DB = BENCH MARK DISK
 LO0037_SETTING: 80 = SET IN A BOULDER
 LO0037_STAMPING: R 52 1934
 LO0037_MARK LOGO: CGS
 LO0037_MAGNETIC: N = NO MAGNETIC MATERIAL
 LO0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0037+STABILITY: SURFACE MOTION
 LO0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LO0037+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2002
 LO0037
 LO0037  HISTORY     - Date     Condition        Report By
 LO0037  HISTORY     - 1934     MONUMENTED       CGS
 LO0037  HISTORY     - 1963     GOOD             USGS
 LO0037  HISTORY     - 20020412 GOOD             NGS
 LO0037
 LO0037                          STATION DESCRIPTION
 LO0037
 LO0037'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LO0037'2.0 MI W FROM MYTON.
 LO0037'2.0 MILES WEST OF POST OFFICE, THENCE 12.4 MILES SOUTH ALONG HIGHWAY
 LO0037'53 FROM.  10.6 MILES SOUTH OF STATE HIGHWAY TO PRICE SIGN.  ABOUT .2
 LO0037'MILES SOUTH OF A WIDE DRAW, 175 FEET SOUTH OF PROMINENT JUTTING CLIFF.
 LO0037'6 FEET EAST OF WITNESS POST, 10 FEET WEST OF AND 4 FEET HIGHER THAN
 LO0037'ROADWAY.  IN THE TOP OF A SANDSTONE BOULDER.  A STANDARD DISK, STAMPED
 LO0037'R 52 1934.
 LO0037
 LO0037                          STATION RECOVERY (2002)
 LO0037
 LO0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 LO0037'RECOVERED AS DESCRIBED.
 LO0037'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0445 ***********************************************************************
 LO0445  DESIGNATION -  R 54
 LO0445  PID         -  LO0445
 LO0445  STATE/COUNTY-  UT/UTAH
 LO0445  COUNTRY     -  US
 LO0445  USGS QUAD   -  SPANISH FORK PEAK (2017)
 LO0445
 LO0445                         *CURRENT SURVEY CONTROL
 LO0445  ______________________________________________________________________
 LO0445* NAD 83(1986) POSITION- 40 01 37.     (N) 111 30 16.     (W)   SCALED
 LO0445* NAVD 88 ORTHO HEIGHT -  1512.955 (meters)     4963.75  (feet) ADJUSTED
 LO0445  ______________________________________________________________________
 LO0445  GEOID HEIGHT    -        -16.692 (meters)                     GEOID18
 LO0445  DYNAMIC HEIGHT  -       1511.576 (meters)     4959.23  (feet) COMP
 LO0445  MODELED GRAVITY -    979,662.1   (mgal)                       NAVD 88
 LO0445
 LO0445  VERT ORDER      -  SECOND    CLASS 0
 LO0445
 LO0445.The horizontal coordinates were scaled from a map and have
 LO0445.an estimated accuracy of +/- 6 seconds.
 LO0445
 LO0445.The orthometric height was determined by differential leveling and
 LO0445.adjusted by the NATIONAL GEODETIC SURVEY
 LO0445.in June 1991.
 LO0445
 LO0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0445.GEOID18 height accuracy estimate available here.
 LO0445
 LO0445.Click photographs - Photos may exist for this station.
 LO0445
 LO0445.The dynamic height is computed by dividing the NAVD 88
 LO0445.geopotential number by the normal gravity value computed on the
 LO0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0445.degrees latitude (g = 980.6199 gals.).
 LO0445
 LO0445.The modeled gravity was interpolated from observed gravity values.
 LO0445
 LO0445;                    North         East    Units  Estimated Accuracy
 LO0445;SPC UT C     - 2,188,020.      499,620.      MT  (+/- 180 meters Scaled)
 LO0445
 LO0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK569308(NAD 83)
 LO0445
 LO0445                          SUPERSEDED SURVEY CONTROL
 LO0445
 LO0445  NGVD 29 (??/??/92) 1511.902  (m)         4960.30   (f) ADJ UNCH    2 0
 LO0445
 LO0445.Superseded values are not recommended for survey control.
 LO0445
 LO0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0445.See file dsdata.pdf to determine how the superseded data were derived.
 LO0445
 LO0445_MARKER: DB = BENCH MARK DISK
 LO0445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0445_SP_SET: BRIDGE
 LO0445_STAMPING: R 54 1934
 LO0445_MARK LOGO: CGS
 LO0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0445
 LO0445  HISTORY     - Date     Condition        Report By
 LO0445  HISTORY     - 1934     MONUMENTED       CGS
 LO0445  HISTORY     - 19900410 MARK NOT FOUND   USGS
 LO0445
 LO0445                          STATION DESCRIPTION
 LO0445
 LO0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0445'2.6 MI N FROM THISTLE.
 LO0445'2.6 MILES NORTH ALONG U.S. HIGHWAY 50 FROM THE DENVER AND RIO GRANDE
 LO0445'WESTERN RAILROAD STATION AT THISTLE, UTAH COUNTY, AT A HIGHWAY BRIDGE
 LO0445'OVER STRAWBERRY RIVER, AND IN THE SOUTHWEST CORNER OF THE BRIDGE.  A
 LO0445'STANDARD DISK, STAMPED R 54 1934.
 LO0445
 LO0445                          STATION RECOVERY (1990)
 LO0445
 LO0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SDC)
 LO0445'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0176 ***********************************************************************
 KO0176  DESIGNATION -  R 55
 KO0176  PID         -  KO0176
 KO0176  STATE/COUNTY-  UT/JUAB
 KO0176  COUNTRY     -  US
 KO0176  USGS QUAD   -  MILLS (2017)
 KO0176
 KO0176                         *CURRENT SURVEY CONTROL
 KO0176  ______________________________________________________________________
 KO0176* NAD 83(1986) POSITION- 39 25 59.8    (N) 112 00 47.0    (W)   HD_HELD2
 KO0176* NAVD 88 ORTHO HEIGHT -  1525.925 (meters)     5006.31  (feet) ADJUSTED
 KO0176  ______________________________________________________________________
 KO0176  GEOID HEIGHT    -        -18.247 (meters)                     GEOID18
 KO0176  DYNAMIC HEIGHT  -       1524.461 (meters)     5001.50  (feet) COMP
 KO0176  MODELED GRAVITY -    979,614.3   (mgal)                       NAVD 88
 KO0176
 KO0176  VERT ORDER      -  SECOND    CLASS 0
 KO0176
 KO0176.The horizontal coordinates were established by autonomous hand held GPS
 KO0176.observations and have an estimated accuracy of +/- 10 meters.
 KO0176
 KO0176.The orthometric height was determined by differential leveling and
 KO0176.adjusted by the NATIONAL GEODETIC SURVEY
 KO0176.in June 1991.
 KO0176
 KO0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0176.GEOID18 height accuracy estimate available here.
 KO0176
 KO0176.Click photographs - Photos may exist for this station.
 KO0176
 KO0176.The dynamic height is computed by dividing the NAVD 88
 KO0176.geopotential number by the normal gravity value computed on the
 KO0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0176.degrees latitude (g = 980.6199 gals.).
 KO0176
 KO0176.The modeled gravity was interpolated from observed gravity values.
 KO0176
 KO0176;                    North         East    Units  Estimated Accuracy
 KO0176;SPC UT C     - 2,122,241.      455,832.      MT  (+/- 10 meters HH2 GPS)
 KO0176
 KO0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ1281465349(NAD 83)
 KO0176
 KO0176                          SUPERSEDED SURVEY CONTROL
 KO0176
 KO0176  NGVD 29 (??/??/92) 1524.757  (m)         5002.47   (f) ADJ UNCH    2 0
 KO0176
 KO0176.Superseded values are not recommended for survey control.
 KO0176
 KO0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0176.See file dsdata.pdf to determine how the superseded data were derived.
 KO0176
 KO0176_MARKER: DB = BENCH MARK DISK
 KO0176_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0176_SP_SET: CULVERT HEADWALL
 KO0176_STAMPING: R 55 1934
 KO0176_MARK LOGO: CGS
 KO0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0176+STABILITY: SURFACE MOTION
 KO0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0176+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2010
 KO0176
 KO0176  HISTORY     - Date     Condition        Report By
 KO0176  HISTORY     - 1934     MONUMENTED       CGS
 KO0176  HISTORY     - 20101210 GOOD             GEOCAC
 KO0176
 KO0176                          STATION DESCRIPTION
 KO0176
 KO0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0176'7.0 MI S FROM JUAB.
 KO0176'ABOUT 7.0 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM JUAB, JUAB COUNTY, AT
 KO0176'A CONCRETE CULVERT, AND IN THE TOP OF THE WEST HEAD WALL.  A STANDARD
 KO0176'DISK, STAMPED R 55 1934.
 KO0176
 KO0176                          STATION RECOVERY (2010)
 KO0176
 KO0176'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 KO0176'THE GRADED ROAD IS NOW UT 78.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0055 ***********************************************************************
 LP0055  DESIGNATION -  R 56
 LP0055  PID         -  LP0055
 LP0055  STATE/COUNTY-  UT/UTAH
 LP0055  COUNTRY     -  US
 LP0055  USGS QUAD   -  CEDAR FORT (2017)
 LP0055
 LP0055                         *CURRENT SURVEY CONTROL
 LP0055  ______________________________________________________________________
 LP0055* NAD 83(1986) POSITION- 40 16 29.     (N) 112 06 55.     (W)   SCALED
 LP0055* NAVD 88 ORTHO HEIGHT -  1538.141 (meters)     5046.38  (feet) ADJUSTED
 LP0055  ______________________________________________________________________
 LP0055  GEOID HEIGHT    -        -17.361 (meters)                     GEOID18
 LP0055  DYNAMIC HEIGHT  -       1536.814 (meters)     5042.03  (feet) COMP
 LP0055  MODELED GRAVITY -    979,708.5   (mgal)                       NAVD 88
 LP0055
 LP0055  VERT ORDER      -  SECOND    CLASS 0
 LP0055
 LP0055.The horizontal coordinates were scaled from a map and have
 LP0055.an estimated accuracy of +/- 6 seconds.
 LP0055
 LP0055.The orthometric height was determined by differential leveling and
 LP0055.adjusted by the NATIONAL GEODETIC SURVEY
 LP0055.in June 1991.
 LP0055
 LP0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0055.GEOID18 height accuracy estimate available here.
 LP0055
 LP0055.Click photographs - Photos may exist for this station.
 LP0055
 LP0055.The dynamic height is computed by dividing the NAVD 88
 LP0055.geopotential number by the normal gravity value computed on the
 LP0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0055.degrees latitude (g = 980.6199 gals.).
 LP0055
 LP0055.The modeled gravity was interpolated from observed gravity values.
 LP0055
 LP0055;                    North         East    Units  Estimated Accuracy
 LP0055;SPC UT C     - 2,215,710.      447,670.      MT  (+/- 180 meters Scaled)
 LP0055
 LP0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK051588(NAD 83)
 LP0055
 LP0055                          SUPERSEDED SURVEY CONTROL
 LP0055
 LP0055  NGVD 29 (??/??/92) 1537.089  (m)         5042.93   (f) ADJ UNCH    2 0
 LP0055
 LP0055.Superseded values are not recommended for survey control.
 LP0055
 LP0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0055.See file dsdata.pdf to determine how the superseded data were derived.
 LP0055
 LP0055_MARKER: DB = BENCH MARK DISK
 LP0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0055_STAMPING: R 56 1934
 LP0055_MARK LOGO: CGS
 LP0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0055+STABILITY: SURFACE MOTION
 LP0055
 LP0055  HISTORY     - Date     Condition        Report By
 LP0055  HISTORY     - 1934     MONUMENTED       CGS
 LP0055
 LP0055                          STATION DESCRIPTION
 LP0055
 LP0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0055'10.5 MI NE FROM TOPLIFF.
 LP0055'IN UTAH COUNTY, 10.5 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD
 LP0055'FROM THE WATER TANK AT TOPLIFF, TOOELE COUNTY, 1.5 FEET EAST OF
 LP0055'MILEPOST 19, AND 25 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK.  A
 LP0055'STANDARD DISK, STAMPED R 56 1934 AND SET IN THE TOP OF A CONCRETE
 LP0055'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0155 ***********************************************************************
 HO0155  DESIGNATION -  R 57
 HO0155  PID         -  HO0155
 HO0155  STATE/COUNTY-  UT/WASHINGTON
 HO0155  COUNTRY     -  US
 HO0155  USGS QUAD   -  SPRINGDALE EAST (2017)
 HO0155
 HO0155                         *CURRENT SURVEY CONTROL
 HO0155  ______________________________________________________________________
 HO0155* NAD 83(1986) POSITION- 37 12 50.46   (N) 112 57 47.67   (W)   HD_HELD1
 HO0155* NAVD 88 ORTHO HEIGHT -  1381.847 (meters)     4533.61  (feet) ADJUSTED
 HO0155  ______________________________________________________________________
 HO0155  GEOID HEIGHT    -        -22.360 (meters)                     GEOID18
 HO0155  DYNAMIC HEIGHT  -       1380.315 (meters)     4528.58  (feet) COMP
 HO0155  MODELED GRAVITY -    979,474.2   (mgal)                       NAVD 88
 HO0155
 HO0155  VERT ORDER      -  FIRST     CLASS II
 HO0155
 HO0155.The horizontal coordinates were determined by differentially corrected
 HO0155.hand held GPS observations or other comparable positioning techniques
 HO0155.and have an estimated accuracy of +/- 3 meters.
 HO0155
 HO0155.The orthometric height was determined by differential leveling and
 HO0155.adjusted by the NATIONAL GEODETIC SURVEY
 HO0155.in June 1991.
 HO0155
 HO0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0155.GEOID18 height accuracy estimate available here.
 HO0155
 HO0155.Click photographs - Photos may exist for this station.
 HO0155
 HO0155.The dynamic height is computed by dividing the NAVD 88
 HO0155.geopotential number by the normal gravity value computed on the
 HO0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0155.degrees latitude (g = 980.6199 gals.).
 HO0155
 HO0155.The modeled gravity was interpolated from observed gravity values.
 HO0155
 HO0155;                    North         East    Units  Estimated Accuracy
 HO0155;SPC UT S     - 3,061,762.9     370,125.6     MT  (+/- 3 meters HH1 GPS) 
 HO0155
 HO0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG2580020419(NAD 83)
 HO0155
 HO0155                          SUPERSEDED SURVEY CONTROL
 HO0155
 HO0155  NGVD 29 (??/??/92) 1380.907  (m)         4530.53   (f) ADJ UNCH    1 2
 HO0155
 HO0155.Superseded values are not recommended for survey control.
 HO0155
 HO0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0155.See file dsdata.pdf to determine how the superseded data were derived.
 HO0155
 HO0155_MARKER: DB = BENCH MARK DISK
 HO0155_SETTING: 66 = SET IN ROCK OUTCROP
 HO0155_STAMPING: R 57 1934
 HO0155_MARK LOGO: CGS
 HO0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HO0155+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2010
 HO0155
 HO0155  HISTORY     - Date     Condition        Report By
 HO0155  HISTORY     - 1934     MONUMENTED       CGS
 HO0155  HISTORY     - 1982     GOOD             NGS
 HO0155  HISTORY     - 1988     GOOD             USPSQD
 HO0155  HISTORY     - 20101208 GOOD             GEOCAC
 HO0155
 HO0155                          STATION DESCRIPTION
 HO0155
 HO0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0155'8.0 MI NE FROM ROCKVILLE.
 HO0155'8.0 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM ROCKVILLE, WASHINGTON
 HO0155'COUNTY, 1.3 MILES WEST OF THE WEST PORTAL OF THE ZION HIGHWAY TUNNEL,
 HO0155'AT A CURVE, 47 FEET EAST OF THE RED SANDSTONE GUARDRAIL, 14 FEET SOUTH
 HO0155'OF THE CENTERLINE OF THE HIGHWAY, AND IN A RED SANDSTONE CUT. A
 HO0155'STANDARD DISK, STAMPED R 57 1934 AND SET VERTICALLY.
 HO0155
 HO0155                          STATION RECOVERY (1982)
 HO0155
 HO0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0155'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.0 KM
 HO0155'(5.6 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF LATTER DAY
 HO0155'SAINTS IN SPRINGDALE, VERTICALLY IN THE NORTHEAST CORNER OF A MASSIVE
 HO0155'SANDSTONE BOULDER ON THE OUTSIDE OF THE SECOND HAIRPIN CURVE 2.1 KM
 HO0155'(1.3 MI) WEST OF THE WEST END OF THE 1.1 MILE TUNNEL, 4.3 METERS
 HO0155'(14 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 0.6 METER (2 FT) ABOVE
 HO0155'THE GROUND.
 HO0155'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 HO0155
 HO0155                          STATION RECOVERY (1988)
 HO0155
 HO0155'RECOVERY NOTE BY US POWER SQUADRON 1988 (TM)
 HO0155'RECOVERED IN GOOD CONDITION.
 HO0155
 HO0155                          STATION RECOVERY (2010)
 HO0155
 HO0155'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HO0155'MARK IS NOW 1.5 FT ABOVE THE PAVED SHOULDER OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0263 ***********************************************************************
 HO0263  DESIGNATION -  R 58
 HO0263  PID         -  HO0263
 HO0263  STATE/COUNTY-  UT/WASHINGTON
 HO0263  COUNTRY     -  US
 HO0263  USGS QUAD   -  SAINT GEORGE (2017)
 HO0263
 HO0263                         *CURRENT SURVEY CONTROL
 HO0263  ______________________________________________________________________
 HO0263* NAD 83(1986) POSITION- 37 07 21.4    (N) 113 32 50.2    (W)   HD_HELD2
 HO0263* NAVD 88 ORTHO HEIGHT -   879.623 (meters)     2885.90  (feet) ADJUSTED
 HO0263  ______________________________________________________________________
 HO0263  GEOID HEIGHT    -        -24.438 (meters)                     GEOID18
 HO0263  DYNAMIC HEIGHT  -        878.731 (meters)     2882.97  (feet) COMP
 HO0263  MODELED GRAVITY -    979,588.1   (mgal)                       NAVD 88
 HO0263
 HO0263  VERT ORDER      -  SECOND    CLASS I
 HO0263
 HO0263.The horizontal coordinates were established by autonomous hand held GPS
 HO0263.observations and have an estimated accuracy of +/- 10 meters.
 HO0263
 HO0263.The orthometric height was determined by differential leveling and
 HO0263.adjusted by the NATIONAL GEODETIC SURVEY
 HO0263.in May 2013.
 HO0263
 HO0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0263.GEOID18 height accuracy estimate available here.
 HO0263
 HO0263.Click photographs - Photos may exist for this station.
 HO0263
 HO0263.The dynamic height is computed by dividing the NAVD 88
 HO0263.geopotential number by the normal gravity value computed on the
 HO0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0263.degrees latitude (g = 980.6199 gals.).
 HO0263
 HO0263.The modeled gravity was interpolated from observed gravity values.
 HO0263
 HO0263;                    North         East    Units  Estimated Accuracy
 HO0263;SPC UT S     - 3,052,594.      318,073.      MT  (+/- 10 meters HH2 GPS)
 HO0263
 HO0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG7369711511(NAD 83)
 HO0263
 HO0263                          SUPERSEDED SURVEY CONTROL
 HO0263
 HO0263  NAVD 88 (06/15/91)  879.629  (m)         2885.92   (f) SUPERSEDED  1 2
 HO0263  NGVD 29 (??/??/92)  878.780  (m)         2883.13   (f) ADJ UNCH    1 2
 HO0263
 HO0263.Superseded values are not recommended for survey control.
 HO0263
 HO0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0263.See file dsdata.pdf to determine how the superseded data were derived.
 HO0263
 HO0263_MARKER: DB = BENCH MARK DISK
 HO0263_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HO0263_SP_SET: BRIDGE
 HO0263_STAMPING: R 58 1934
 HO0263_MARK LOGO: CGS
 HO0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0263
 HO0263  HISTORY     - Date     Condition        Report By
 HO0263  HISTORY     - 1934     MONUMENTED       CGS
 HO0263  HISTORY     - 1960     GOOD             CGS
 HO0263  HISTORY     - 1982     GOOD             NGS
 HO0263  HISTORY     - 20120612 GOOD             SUNENG
 HO0263
 HO0263                          STATION DESCRIPTION
 HO0263
 HO0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HO0263'2.5 MI NE FROM ST GEORGE.
 HO0263'ABOUT 2.5 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE COURTHOUSE AT
 HO0263'SAINT GEORGE, WASHINGTON COUNTY, 80 YARDS NORTHEAST OF A ROAD SIGN TO
 HO0263'ENTERPRISE AND MODENA, AT A CONCRETE BRIDGE, IN THE TOP OF THE WEST
 HO0263'CONCRETE GUARD RAIL, 22.8 FEET WEST OF POLE 12730, AND 10.5 FEET WEST
 HO0263'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED R 58 1934.
 HO0263
 HO0263                          STATION RECOVERY (1982)
 HO0263
 HO0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0263'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 HO0263'0.8 KM (0.5 MI) SOUTHWEST ALONG OLD US HIGHWAY 91 FROM THE OLD BRIDGE
 HO0263'OVER FACTORY CREEK IN WASHINGTON, THENCE 0.3 KM (0.2 MI) NORTHWEST
 HO0263'ALONG A PAVED ROAD WHICH PASSES UNDER INTERSTATE 15, THENCE 2.1 KM
 HO0263'(1.3 MI) SOUTHWEST ALONG MIDDLETON DRIVE, IN TOP OF THE EAST END OF
 HO0263'THE NORTH CONCRETE CURB FOR THE BRIDGE OVER MIDDLETON WASH, 0.1 KM
 HO0263'(0.05 MI) WEST OF THE T JUNCTION OF 1700 EAST STREET, 3.2 METERS (10.5
 HO0263'FT) NORTH OF CENTER OF THE DRIVE.
 HO0263'THE MARK IS 0.3 M ABOVE THE DRIVE.
 HO0263
 HO0263                          STATION RECOVERY (2012)
 HO0263
 HO0263'RECOVERY NOTE BY SUNRISE ENGINEERING 2012 (AB)
 HO0263'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0432 ***********************************************************************
 MS0432  DESIGNATION -  R 59
 MS0432  PID         -  MS0432
 MS0432  STATE/COUNTY-  UT/BOX ELDER
 MS0432  COUNTRY     -  US
 MS0432  USGS QUAD   -  KIMBELL CREEK (2017)
 MS0432
 MS0432                         *CURRENT SURVEY CONTROL
 MS0432  ______________________________________________________________________
 MS0432* NAD 83(1986) POSITION- 41 45 27.     (N) 113 50 55.     (W)   SCALED
 MS0432* NAVD 88 ORTHO HEIGHT -  1674.113 (meters)     5492.49  (feet) ADJUSTED
 MS0432  ______________________________________________________________________
 MS0432  GEOID HEIGHT    -        -15.403 (meters)                     GEOID18
 MS0432  DYNAMIC HEIGHT  -       1672.834 (meters)     5488.29  (feet) COMP
 MS0432  MODELED GRAVITY -    979,799.7   (mgal)                       NAVD 88
 MS0432
 MS0432  VERT ORDER      -  FIRST     CLASS II
 MS0432
 MS0432.The horizontal coordinates were scaled from a map and have
 MS0432.an estimated accuracy of +/- 6 seconds.
 MS0432
 MS0432.The orthometric height was determined by differential leveling and
 MS0432.adjusted by the NATIONAL GEODETIC SURVEY
 MS0432.in June 1991.
 MS0432
 MS0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0432.GEOID18 height accuracy estimate available here.
 MS0432
 MS0432.Click photographs - Photos may exist for this station.
 MS0432
 MS0432.The dynamic height is computed by dividing the NAVD 88
 MS0432.geopotential number by the normal gravity value computed on the
 MS0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0432.degrees latitude (g = 980.6199 gals.).
 MS0432
 MS0432.The modeled gravity was interpolated from observed gravity values.
 MS0432
 MS0432;                    North         East    Units  Estimated Accuracy
 MS0432;SPC UT N     - 1,160,800.      304,700.      MT  (+/- 180 meters Scaled)
 MS0432
 MS0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM631267(NAD 83)
 MS0432
 MS0432                          SUPERSEDED SURVEY CONTROL
 MS0432
 MS0432  NGVD 29 (??/??/92) 1672.946  (m)         5488.66   (f) ADJ UNCH    1 2
 MS0432
 MS0432.Superseded values are not recommended for survey control.
 MS0432
 MS0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0432.See file dsdata.pdf to determine how the superseded data were derived.
 MS0432
 MS0432_MARKER: DB = BENCH MARK DISK
 MS0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0432_STAMPING: R 59 1934
 MS0432_MARK LOGO: CGS
 MS0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0432+STABILITY: SURFACE MOTION
 MS0432
 MS0432  HISTORY     - Date     Condition        Report By
 MS0432  HISTORY     - 1934     MONUMENTED       CGS
 MS0432  HISTORY     - 1951     GOOD             CGS
 MS0432
 MS0432                          STATION DESCRIPTION
 MS0432
 MS0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MS0432'4.2 MI N FROM GROUSE CREEK.
 MS0432'4.2 MILES NORTH ALONG A COUNTY GRAVEL ROAD FROM THE SCHOOL HOUSE AT
 MS0432'GROUSE CREEK, 0.8 MILE NORTHEAST OF THE Y JUNCTION OF A GRAVEL ROAD
 MS0432'LEADING NORTH TO OAKLEY, IDAHO AND SAN JACINTO, NEVADA, 0.45 MILE
 MS0432'NORTH OF A SHARP CURVE AND A RANCH HOUSE, 279 FEET NORTH OF THE CENTER
 MS0432'OF THE T JUNCTION OF A TRACK ROAD LEADING WEST THROUGH A FENCE AND
 MS0432'INTO A FIELD, 262 FEET SOUTH OF THE WEST END OF A 20 INCH CORRUGATED
 MS0432'METAL PIPE CULVERT WHICH PASSES UNDER THE ROAD, 42 FEET WEST OF THE
 MS0432'CENTER LINE OF THE ROAD, 38.4 FEET NORTHWEST OF A LONE 8 INCH JUNIPER
 MS0432'TREE WHICH FORKS AT THE GROUND, 29 FEET NORTH OF A SLIGHT ANGLE IN THE
 MS0432'FENCE LINE, 2 FEET SOUTH OF A WITNESS POST, 1.7 FEET EAST OF THE
 MS0432'FENCE, AND ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF
 MS0432'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0213 ***********************************************************************
 MS0213  DESIGNATION -  R 60 RESET
 MS0213  PID         -  MS0213
 MS0213  STATE/COUNTY-  UT/BOX ELDER
 MS0213  COUNTRY     -  US
 MS0213  USGS QUAD   -  MONUMENT POINT (2017)
 MS0213
 MS0213                         *CURRENT SURVEY CONTROL
 MS0213  ______________________________________________________________________
 MS0213* NAD 83(1986) POSITION- 41 42 30.     (N) 112 50 07.     (W)   SCALED
 MS0213* NAVD 88 ORTHO HEIGHT -  1287.039 (meters)     4222.56  (feet) ADJUSTED
 MS0213  ______________________________________________________________________
 MS0213  GEOID HEIGHT    -        -15.677 (meters)                     GEOID18
 MS0213  DYNAMIC HEIGHT  -       1286.190 (meters)     4219.77  (feet) COMP
 MS0213  MODELED GRAVITY -    979,918.2   (mgal)                       NAVD 88
 MS0213
 MS0213  VERT ORDER      -  FIRST     CLASS II
 MS0213
 MS0213.The horizontal coordinates were scaled from a map and have
 MS0213.an estimated accuracy of +/- 6 seconds.
 MS0213
 MS0213.The orthometric height was determined by differential leveling and
 MS0213.adjusted by the NATIONAL GEODETIC SURVEY
 MS0213.in June 1991.
 MS0213
 MS0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0213.GEOID18 height accuracy estimate available here.
 MS0213
 MS0213.Click photographs - Photos may exist for this station.
 MS0213
 MS0213.The dynamic height is computed by dividing the NAVD 88
 MS0213.geopotential number by the normal gravity value computed on the
 MS0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0213.degrees latitude (g = 980.6199 gals.).
 MS0213
 MS0213.The modeled gravity was interpolated from observed gravity values.
 MS0213
 MS0213;                    North         East    Units  Estimated Accuracy
 MS0213;SPC UT N     - 1,153,550.      388,870.      MT  (+/- 180 meters Scaled)
 MS0213
 MS0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM473190(NAD 83)
 MS0213
 MS0213                          SUPERSEDED SURVEY CONTROL
 MS0213
 MS0213  NGVD 29 (??/??/92) 1286.043  (m)         4219.29   (f) ADJ UNCH    1 2
 MS0213
 MS0213.Superseded values are not recommended for survey control.
 MS0213
 MS0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0213.See file dsdata.pdf to determine how the superseded data were derived.
 MS0213
 MS0213_MARKER: DB = BENCH MARK DISK
 MS0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0213_STAMPING: R 60 RESET 1953
 MS0213_MARK LOGO: CGS
 MS0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0213+STABILITY: SURFACE MOTION
 MS0213
 MS0213  HISTORY     - Date     Condition        Report By
 MS0213  HISTORY     - 1953     MONUMENTED       CGS
 MS0213
 MS0213                          STATION DESCRIPTION
 MS0213
 MS0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0213'6.2 MI E FROM LOCOMOTIVE SPRINGS.
 MS0213'1.4 MILES NORTHEAST ALONG A DIRT ROAD FROM THE NORTHWEST SPRING OF
 MS0213'LOCOMOTIVE SPRINGS, THENCE 4.8 MILES SOUTHEAST ALONG A GRAVELED ROAD
 MS0213'ON THE ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED.  0.9 MILE
 MS0213'NORTHEAST OF AN ABANDONED SALT REFINERY, 4 FEET NORTHEAST OF MILEPOLE
 MS0213'749, 43 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.4 FEET
 MS0213'SOUTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET
 MS0213'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0328 ***********************************************************************
 MR0328  DESIGNATION -  R 61 RESET
 MR0328  PID         -  MR0328
 MR0328  STATE/COUNTY-  UT/RICH
 MR0328  COUNTRY     -  US
 MR0328  USGS QUAD   -  NEPONSET RESERVOIR NE (2017)
 MR0328
 MR0328                         *CURRENT SURVEY CONTROL
 MR0328  ______________________________________________________________________
 MR0328* NAD 83(1986) POSITION- 41 28 51.     (N) 111 06 56.     (W)   SCALED
 MR0328* NAVD 88 ORTHO HEIGHT -  1934.41  (meters)     6346.5   (feet) RESET
 MR0328  ______________________________________________________________________
 MR0328  GEOID HEIGHT    -        -15.243 (meters)                     GEOID18
 MR0328  VERT ORDER      -  THIRD
 MR0328
 MR0328.The horizontal coordinates were scaled from a map and have
 MR0328.an estimated accuracy of +/- 6 seconds.
 MR0328
 MR0328.The orthometric height was computed from unverified reset data.
 MR0328
 MR0328.No vertical observational check was made to the station.
 MR0328
 MR0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0328.GEOID18 height accuracy estimate available here.
 MR0328
 MR0328.Click photographs - Photos may exist for this station.
 MR0328
 MR0328;                    North         East    Units  Estimated Accuracy
 MR0328;SPC UT N     - 1,127,500.      532,110.      MT  (+/- 180 meters Scaled)
 MR0328
 MR0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL903921(NAD 83)
 MR0328
 MR0328                          SUPERSEDED SURVEY CONTROL
 MR0328
 MR0328  NGVD 29 (??/??/??) 1933.08   (m)         6342.1    (f) RESET       3  
 MR0328
 MR0328.Superseded values are not recommended for survey control.
 MR0328
 MR0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0328.See file dsdata.pdf to determine how the superseded data were derived.
 MR0328
 MR0328_MARKER: DB = BENCH MARK DISK
 MR0328_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MR0328_SP_SET: CULVERT HEADWALL
 MR0328_STAMPING: R 61 RESET 1935
 MR0328_MARK LOGO: CGS
 MR0328_MAGNETIC: N = NO MAGNETIC MATERIAL
 MR0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0328+STABILITY: SURFACE MOTION
 MR0328
 MR0328  HISTORY     - Date     Condition        Report By
 MR0328  HISTORY     - 1935     MONUMENTED       CGS
 MR0328  HISTORY     - 1962     GOOD             CGS
 MR0328  HISTORY     - 19780126 GOOD             UTDH
 MR0328
 MR0328                          STATION DESCRIPTION
 MR0328
 MR0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MR0328'4.4 MI SE FROM WOODRUFF.
 MR0328'4.4 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE SCHOOLHOUSE AT
 MR0328'WOODRUFF, BETWEEN TWO SMALL HILLS, ON THE LINE BETWEEN SECTIONS 26 AND
 MR0328'25, T 9 N, R 7 E, AT A CONCRETE CULVERT AT STATION 311+65, ABOUT 40
 MR0328'FEET NORTH OF A POLE, AND IN THE TOP OF THE SOUTHWEST HEAD WALL.
 MR0328
 MR0328                          STATION RECOVERY (1978)
 MR0328
 MR0328'RECOVERY NOTE BY UTAH STATE DEPARTMENT OF HIGHWAYS 1978
 MR0328'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0897 ***********************************************************************
 MR0897  DESIGNATION -  R 61 RESET
 MR0897  PID         -  MR0897
 MR0897  STATE/COUNTY-  UT/RICH
 MR0897  COUNTRY     -  US
 MR0897  USGS QUAD   -  NEPONSET RESERVOIR NE (2017)
 MR0897
 MR0897                         *CURRENT SURVEY CONTROL
 MR0897  ______________________________________________________________________
 MR0897* NAD 83(1986) POSITION- 41 28 51.     (N) 111 06 56.     (W)   SCALED
 MR0897* NAVD 88 ORTHO HEIGHT -  1933.34  (+/-2cm)     6343.0   (feet) VERTCON3
 MR0897  ______________________________________________________________________
 MR0897  GEOID HEIGHT    -        -15.243 (meters)                     GEOID18
 MR0897  VERT ORDER      -  THIRD (See Below)
 MR0897
 MR0897.The horizontal coordinates were scaled from a map and have
 MR0897.an estimated accuracy of +/- 6 seconds.
 MR0897
 MR0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0897
 MR0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0897.GEOID18 height accuracy estimate available here.
 MR0897
 MR0897.The vertical order pertains to the NGVD 29 superseded value.
 MR0897
 MR0897.Click photographs - Photos may exist for this station.
 MR0897
 MR0897;                    North         East    Units  Estimated Accuracy
 MR0897;SPC UT N     - 1,127,500.      532,110.      MT  (+/- 180 meters Scaled)
 MR0897
 MR0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL903921(NAD 83)
 MR0897
 MR0897                          SUPERSEDED SURVEY CONTROL
 MR0897
 MR0897  NGVD 29 (07/25/12) 1931.99   (m)         6338.5    (f) RESET       3  
 MR0897
 MR0897.Superseded values are not recommended for survey control.
 MR0897
 MR0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0897.See file dsdata.pdf to determine how the superseded data were derived.
 MR0897
 MR0897_MARKER: DV = VERTICAL CONTROL DISK
 MR0897_SETTING: 0 = UNSPECIFIED SETTING
 MR0897_STAMPING: R 61 RESET 1978
 MR0897_MARK LOGO: NGS
 MR0897_MAGNETIC: N = NO MAGNETIC MATERIAL
 MR0897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0897
 MR0897  HISTORY     - Date     Condition        Report By
 MR0897  HISTORY     - 1978     MONUMENTED       UTDH
 MR0897  HISTORY     - 20101212 MARK NOT FOUND   GEOCAC
 MR0897
 MR0897                          STATION DESCRIPTION
 MR0897
 MR0897'DESCRIBED BY UTAH STATE DEPARTMENT OF HIGHWAYS 1978
 MR0897'4.4 MILES (7.1 KM) SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE
 MR0897'SCHOOLHOUSE AT WOODRUFF, BETWEEN TWO SMALL HILLS, 21 FEET (6.4 M)
 MR0897'WEST OF CENTERLINE OF HIGHWAY 3 WHICH IS IN THE R/W FENCE LINE 50 FEET
 MR0897'(15.2 M) LT OF ENGINEERS STZ 311 AND 72 PROJECT NO. NF-12-1.
 MR0897
 MR0897                          STATION RECOVERY (2010)
 MR0897
 MR0897'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 MR0897'THE DISTANCE FROM CENTER LINE WOULD PUT THIS MARK UNDER THE REBUILT
 MR0897'HIGHWAY, BUT IF THAT HAS BEEN SHIFTED TO THE NORTHEAST THE MARK MAY BE
 MR0897'UNDER THE SNOW AND SAGEBRUSH ALONG THE ROW FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0067 ***********************************************************************
 LP0067  DESIGNATION -  R 62
 LP0067  PID         -  LP0067
 LP0067  STATE/COUNTY-  UT/TOOELE
 LP0067  COUNTRY     -  US
 LP0067  USGS QUAD   -  JOHNSON PASS (2017)
 LP0067
 LP0067                         *CURRENT SURVEY CONTROL
 LP0067  ______________________________________________________________________
 LP0067* NAD 83(1986) POSITION- 40 20 10.     (N) 112 34 16.     (W)   SCALED
 LP0067* NAVD 88 ORTHO HEIGHT -  1987.014 (meters)     6519.06  (feet) ADJUSTED
 LP0067  ______________________________________________________________________
 LP0067  GEOID HEIGHT    -        -17.416 (meters)                     GEOID18
 LP0067  DYNAMIC HEIGHT  -       1985.196 (meters)     6513.10  (feet) COMP
 LP0067  MODELED GRAVITY -    979,638.7   (mgal)                       NAVD 88
 LP0067
 LP0067  VERT ORDER      -  FIRST     CLASS II
 LP0067
 LP0067.The horizontal coordinates were scaled from a map and have
 LP0067.an estimated accuracy of +/- 6 seconds.
 LP0067
 LP0067.The orthometric height was determined by differential leveling and
 LP0067.adjusted by the NATIONAL GEODETIC SURVEY
 LP0067.in June 1991.
 LP0067
 LP0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0067.GEOID18 height accuracy estimate available here.
 LP0067
 LP0067.Click photographs - Photos may exist for this station.
 LP0067
 LP0067.The dynamic height is computed by dividing the NAVD 88
 LP0067.geopotential number by the normal gravity value computed on the
 LP0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0067.degrees latitude (g = 980.6199 gals.).
 LP0067
 LP0067.The modeled gravity was interpolated from observed gravity values.
 LP0067
 LP0067;                    North         East    Units  Estimated Accuracy
 LP0067;SPC UT C     - 2,222,890.      408,990.      MT  (+/- 180 meters Scaled)
 LP0067
 LP0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK665662(NAD 83)
 LP0067
 LP0067                          SUPERSEDED SURVEY CONTROL
 LP0067
 LP0067  NGVD 29 (??/??/92) 1985.828  (m)         6515.17   (f) ADJ UNCH    1 2
 LP0067
 LP0067.Superseded values are not recommended for survey control.
 LP0067
 LP0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0067.See file dsdata.pdf to determine how the superseded data were derived.
 LP0067
 LP0067_MARKER: DB = BENCH MARK DISK
 LP0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0067_STAMPING: R 62 1934
 LP0067_MARK LOGO: CGS
 LP0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0067+STABILITY: SURFACE MOTION
 LP0067
 LP0067  HISTORY     - Date     Condition        Report By
 LP0067  HISTORY     - 1934     MONUMENTED       CGS
 LP0067  HISTORY     - 19890714 MARK NOT FOUND   USGS
 LP0067
 LP0067                          STATION DESCRIPTION
 LP0067
 LP0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0067'8.7 MI W FROM ST JOHN.
 LP0067'ABOUT 8.7 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ST JOHN,
 LP0067'TOOELE COUNTY, AT THE SUMMIT OF FISHERS PASS, 55.5 FEET SOUTH OF A
 LP0067'SIGN MARKING THE SUMMIT, AND 29 FEET SOUTH OF THE CENTER LINE OF THE
 LP0067'ROAD.  A STANDARD DISK, STAMPED R 62 1934 AND SET IN THE TOP OF A
 LP0067'CONCRETE POST.
 LP0067
 LP0067                          STATION RECOVERY (1989)
 LP0067
 LP0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (RGB)
 LP0067'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0226 ***********************************************************************
 HM0226  DESIGNATION -  R 63
 HM0226  PID         -  HM0226
 HM0226  STATE/COUNTY-  UT/SAN JUAN
 HM0226  COUNTRY     -  US
 HM0226  USGS QUAD   -  BIG BENCH (2017)
 HM0226
 HM0226                         *CURRENT SURVEY CONTROL
 HM0226  ______________________________________________________________________
 HM0226* NAD 83(1986) POSITION- 37 25 24.     (N) 109 26 38.     (W)   SCALED
 HM0226* NAVD 88 ORTHO HEIGHT -  1453.619 (meters)     4769.08  (feet) ADJUSTED
 HM0226  ______________________________________________________________________
 HM0226  GEOID HEIGHT    -        -20.626 (meters)                     GEOID18
 HM0226  DYNAMIC HEIGHT  -       1451.976 (meters)     4763.69  (feet) COMP
 HM0226  MODELED GRAVITY -    979,450.5   (mgal)                       NAVD 88
 HM0226
 HM0226  VERT ORDER      -  FIRST     CLASS II
 HM0226
 HM0226.The horizontal coordinates were scaled from a map and have
 HM0226.an estimated accuracy of +/- 6 seconds.
 HM0226
 HM0226.The orthometric height was determined by differential leveling and
 HM0226.adjusted by the NATIONAL GEODETIC SURVEY
 HM0226.in June 1991.
 HM0226
 HM0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0226.GEOID18 height accuracy estimate available here.
 HM0226
 HM0226.Click photographs - Photos may exist for this station.
 HM0226
 HM0226.The dynamic height is computed by dividing the NAVD 88
 HM0226.geopotential number by the normal gravity value computed on the
 HM0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0226.degrees latitude (g = 980.6199 gals.).
 HM0226
 HM0226.The modeled gravity was interpolated from observed gravity values.
 HM0226
 HM0226;                    North         East    Units  Estimated Accuracy
 HM0226;SPC UT S     - 3,085,980.      681,980.      MT  (+/- 180 meters Scaled)
 HM0226
 HM0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG376429(NAD 83)
 HM0226
 HM0226                          SUPERSEDED SURVEY CONTROL
 HM0226
 HM0226  NGVD 29 (??/??/92) 1452.636  (m)         4765.86   (f) ADJ UNCH    1 2
 HM0226
 HM0226.Superseded values are not recommended for survey control.
 HM0226
 HM0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0226.See file dsdata.pdf to determine how the superseded data were derived.
 HM0226
 HM0226_MARKER: DB = BENCH MARK DISK
 HM0226_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HM0226_SP_SET: UNSP. ROCK
 HM0226_STAMPING: R 63 1934
 HM0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0226
 HM0226  HISTORY     - Date     Condition        Report By
 HM0226  HISTORY     - 1934     MONUMENTED       CGS
 HM0226  HISTORY     - 1961     MARK NOT FOUND   USGS
 HM0226
 HM0226                          STATION DESCRIPTION
 HM0226
 HM0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0226'11 MI N FROM BLUFF.
 HM0226'ABOUT 11 MILES NORTH ALONG THE ROAD LEADING TO MONTICELLO FROM BLUFF,
 HM0226'SAN JUAN COUNTY, THENCE ABOUT 2 MILES EAST ALONG THE ROAD LEADING TO
 HM0226'CORTEZ, COLORADO, IN RECAPTURE CANYON, ON THE EAST BANK OF RECAPTURE
 HM0226'CREEK, 8 FEET EAST OF THE CENTER LINE OF THE ROAD, AND IN A LARGE FLAT
 HM0226'ROCK PROJECTING ABOUT 18 INCHES ABOVE THE GROUND.  A STANDARD DISK,
 HM0226'STAMPED R 63 1934.
 HM0226
 HM0226                          STATION RECOVERY (1961)
 HM0226
 HM0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 HM0226'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0311 ***********************************************************************
 LN0311  DESIGNATION -  R 64
 LN0311  PID         -  LN0311
 LN0311  STATE/COUNTY-  UT/DUCHESNE
 LN0311  COUNTRY     -  US
 LN0311  USGS QUAD   -  ROOSEVELT (2017)
 LN0311
 LN0311                         *CURRENT SURVEY CONTROL
 LN0311  ______________________________________________________________________
 LN0311* NAD 83(1986) POSITION- 40 18 08.     (N) 109 59 12.     (W)   SCALED
 LN0311* NAVD 88 ORTHO HEIGHT -  1550.864 (meters)     5088.13  (feet) ADJUSTED
 LN0311  ______________________________________________________________________
 LN0311  GEOID HEIGHT    -        -17.449 (meters)                     GEOID18
 LN0311  DYNAMIC HEIGHT  -       1549.428 (meters)     5083.42  (feet) COMP
 LN0311  MODELED GRAVITY -    979,646.3   (mgal)                       NAVD 88
 LN0311
 LN0311  VERT ORDER      -  FIRST     CLASS II
 LN0311
 LN0311.The horizontal coordinates were scaled from a map and have
 LN0311.an estimated accuracy of +/- 6 seconds.
 LN0311
 LN0311.The orthometric height was determined by differential leveling and
 LN0311.adjusted by the NATIONAL GEODETIC SURVEY
 LN0311.in June 1991.
 LN0311
 LN0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0311.GEOID18 height accuracy estimate available here.
 LN0311
 LN0311.Click photographs - Photos may exist for this station.
 LN0311
 LN0311.The dynamic height is computed by dividing the NAVD 88
 LN0311.geopotential number by the normal gravity value computed on the
 LN0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0311.degrees latitude (g = 980.6199 gals.).
 LN0311
 LN0311.The modeled gravity was interpolated from observed gravity values.
 LN0311
 LN0311;                    North         East    Units  Estimated Accuracy
 LN0311;SPC UT C     - 2,219,680.      628,640.      MT  (+/- 180 meters Scaled)
 LN0311
 LN0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK861617(NAD 83)
 LN0311
 LN0311                          SUPERSEDED SURVEY CONTROL
 LN0311
 LN0311  NGVD 29 (??/??/92) 1549.637  (m)         5084.10   (f) ADJ UNCH    1 2
 LN0311
 LN0311.Superseded values are not recommended for survey control.
 LN0311
 LN0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0311.See file dsdata.pdf to determine how the superseded data were derived.
 LN0311
 LN0311_MARKER: DB = BENCH MARK DISK
 LN0311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LN0311_SP_SET: BRIDGE
 LN0311_STAMPING: R 64 1934
 LN0311_MARK LOGO: CGS
 LN0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0311
 LN0311  HISTORY     - Date     Condition        Report By
 LN0311  HISTORY     - 1934     MONUMENTED       CGS
 LN0311  HISTORY     - 1963     MARK NOT FOUND   USGS
 LN0311
 LN0311                          STATION DESCRIPTION
 LN0311
 LN0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0311'IN ROOSEVELT.
 LN0311'AT ROOSEVELT, DUCHESNE COUNTY, IN THE EAST PART OF TOWN, ON U.S.
 LN0311'HIGHWAY 40, AT A 100-FOOT CONCRETE BRIDGE, IN THE TOP OF THE NORTH
 LN0311'BEAM, AND 5.1 FEET WEST OF THE EAST END.  A STANDARD DISK, STAMPED R
 LN0311'64 1934.  NOTE-- PROBABLY DESTROYED DURING HIGHWAY RELOCATION.
 LN0311
 LN0311                          STATION RECOVERY (1963)
 LN0311
 LN0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LN0311'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0105 ***********************************************************************
 KN0105  DESIGNATION -  R 65
 KN0105  PID         -  KN0105
 KN0105  STATE/COUNTY-  UT/DUCHESNE
 KN0105  COUNTRY     -  US
 KN0105  USGS QUAD   -  JONES HOLLOW (2017)
 KN0105
 KN0105                         *CURRENT SURVEY CONTROL
 KN0105  ______________________________________________________________________
 KN0105* NAD 83(1986) POSITION- 39 55 37.     (N) 110 40 51.     (W)   SCALED
 KN0105* NAVD 88 ORTHO HEIGHT -  2344.348 (meters)     7691.42  (feet) POSTED
 KN0105  ______________________________________________________________________
 KN0105  GEOID HEIGHT    -        -16.070 (meters)                     GEOID18
 KN0105  DYNAMIC HEIGHT  -       2341.83  (meters)     7683.2   (feet) COMP
 KN0105  MODELED GRAVITY -    979,466.4   (mgal)                       NAVD 88
 KN0105
 KN0105  VERT ORDER      -  * POSTED, SEE BELOW
 KN0105
 KN0105.The horizontal coordinates were scaled from a map and have
 KN0105.an estimated accuracy of +/- 6 seconds.
 KN0105
 KN0105.The orthometric height was determined by differential leveling
 KN0105.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KN0105
 KN0105.* This is a POSTED BENCH MARK height.
 KN0105
 KN0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0105.GEOID18 height accuracy estimate available here.
 KN0105
 KN0105.Click photographs - Photos may exist for this station.
 KN0105
 KN0105.The dynamic height is computed by dividing the NAVD 88
 KN0105.geopotential number by the normal gravity value computed on the
 KN0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0105.degrees latitude (g = 980.6199 gals.).
 KN0105
 KN0105.The modeled gravity was interpolated from observed gravity values.
 KN0105
 KN0105;                    North         East    Units  Estimated Accuracy
 KN0105;SPC UT C     - 2,177,240.      570,020.      MT  (+/- 180 meters Scaled)
 KN0105
 KN0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK272196(NAD 83)
 KN0105
 KN0105                          SUPERSEDED SURVEY CONTROL
 KN0105
 KN0105  NGVD 29 (??/??/92) 2342.959  (m)         7686.86   (f) ADJ UNCH    1 2
 KN0105
 KN0105.Superseded values are not recommended for survey control.
 KN0105
 KN0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0105.See file dsdata.pdf to determine how the superseded data were derived.
 KN0105
 KN0105_MARKER: DB = BENCH MARK DISK
 KN0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0105_STAMPING: R 65 1934
 KN0105_MARK LOGO: CGS
 KN0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0105+STABILITY: SURFACE MOTION
 KN0105
 KN0105  HISTORY     - Date     Condition        Report By
 KN0105  HISTORY     - 1934     MONUMENTED       CGS
 KN0105  HISTORY     - 1966     MARK NOT FOUND   USGS
 KN0105
 KN0105                          STATION DESCRIPTION
 KN0105
 KN0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0105'21.4 MI NE FROM CASTLEGATE.
 KN0105'IN DUCHESNE COUNTY, 21.4 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM
 KN0105'CASTLEGATE, CARBON COUNTY, 41.5 FEET WEST OF THE SOUTH ENTRANCE TO THE
 KN0105'INDIAN CANYON RANGER STATION, 15 FEET NORTHWEST OF A SIGN, AND 28.5
 KN0105'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 KN0105'STAMPED R 65 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KN0105
 KN0105                          STATION RECOVERY (1966)
 KN0105
 KN0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0105'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0141 ***********************************************************************
 LP0141  DESIGNATION -  R 67
 LP0141  PID         -  LP0141
 LP0141  STATE/COUNTY-  UT/TOOELE
 LP0141  COUNTRY     -  US
 LP0141  USGS QUAD   -  GRANITE PEAK (2017)
 LP0141
 LP0141                         *CURRENT SURVEY CONTROL
 LP0141  ______________________________________________________________________
 LP0141* NAD 83(1986) POSITION- 40 10 25.91   (N) 113 16 23.45   (W)   HD_HELD1
 LP0141* NAVD 88 ORTHO HEIGHT -  1310.644 (meters)     4300.00  (feet) ADJUSTED
 LP0141  ______________________________________________________________________
 LP0141  GEOID HEIGHT    -        -18.826 (meters)                     GEOID18
 LP0141  DYNAMIC HEIGHT  -       1309.593 (meters)     4296.56  (feet) COMP
 LP0141  MODELED GRAVITY -    979,777.8   (mgal)                       NAVD 88
 LP0141
 LP0141  VERT ORDER      -  FIRST     CLASS II
 LP0141
 LP0141.The horizontal coordinates were determined by differentially corrected
 LP0141.hand held GPS observations or other comparable positioning techniques
 LP0141.and have an estimated accuracy of +/- 3 meters.
 LP0141
 LP0141.The orthometric height was determined by differential leveling and
 LP0141.adjusted by the NATIONAL GEODETIC SURVEY
 LP0141.in June 1991.
 LP0141
 LP0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0141.GEOID18 height accuracy estimate available here.
 LP0141
 LP0141.Click photographs - Photos may exist for this station.
 LP0141
 LP0141.The dynamic height is computed by dividing the NAVD 88
 LP0141.geopotential number by the normal gravity value computed on the
 LP0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0141.degrees latitude (g = 980.6199 gals.).
 LP0141
 LP0141.The modeled gravity was interpolated from observed gravity values.
 LP0141
 LP0141;                    North         East    Units  Estimated Accuracy
 LP0141;SPC UT C     - 2,205,831.7     348,988.5     MT  (+/- 3 meters HH1 GPS) 
 LP0141
 LP0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK0644649532(NAD 83)
 LP0141
 LP0141                          SUPERSEDED SURVEY CONTROL
 LP0141
 LP0141  NGVD 29 (??/??/92) 1309.649  (m)         4296.74   (f) ADJ UNCH    1 2
 LP0141
 LP0141.Superseded values are not recommended for survey control.
 LP0141
 LP0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0141.See file dsdata.pdf to determine how the superseded data were derived.
 LP0141
 LP0141_MARKER: DB = BENCH MARK DISK
 LP0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0141_STAMPING: R 67 1934
 LP0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0141+STABILITY: SURFACE MOTION
 LP0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0141+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2016
 LP0141
 LP0141  HISTORY     - Date     Condition        Report By
 LP0141  HISTORY     - 1934     MONUMENTED       CGS
 LP0141  HISTORY     - 20160406 GOOD             INDIV
 LP0141
 LP0141                          STATION DESCRIPTION
 LP0141
 LP0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0141'33.9 MI W FROM ORRS RANCH.
 LP0141'ABOUT 33.9 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0141'TOOELE COUNTY, AND 28 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY. A
 LP0141'STANDARD DISK, STAMPED R 67 1934 AND SET IN THE TOP OF A CONCRETE
 LP0141'POST.
 LP0141
 LP0141                          STATION RECOVERY (2016)
 LP0141
 LP0141'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (TS)
 LP0141'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0205 ***********************************************************************
 LQ0205  DESIGNATION -  R 68
 LQ0205  PID         -  LQ0205
 LQ0205  STATE/COUNTY-  UT/TOOELE
 LQ0205  COUNTRY     -  US
 LQ0205  USGS QUAD   -  FERBER PEAK SE (2018)
 LQ0205
 LQ0205                         *CURRENT SURVEY CONTROL
 LQ0205  ______________________________________________________________________
 LQ0205* NAD 83(1986) POSITION- 40 01 23.     (N) 114 00 37.     (W)   SCALED
 LQ0205* NAVD 88 ORTHO HEIGHT -  1627.642 (meters)     5340.02  (feet) ADJUSTED
 LQ0205  ______________________________________________________________________
 LQ0205  GEOID HEIGHT    -        -19.063 (meters)                     GEOID18
 LQ0205  DYNAMIC HEIGHT  -       1626.148 (meters)     5335.12  (feet) COMP
 LQ0205  MODELED GRAVITY -    979,650.6   (mgal)                       NAVD 88
 LQ0205
 LQ0205  VERT ORDER      -  FIRST     CLASS II
 LQ0205
 LQ0205.The horizontal coordinates were scaled from a map and have
 LQ0205.an estimated accuracy of +/- 6 seconds.
 LQ0205
 LQ0205.The orthometric height was determined by differential leveling and
 LQ0205.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0205.in June 1991.
 LQ0205
 LQ0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0205.GEOID18 height accuracy estimate available here.
 LQ0205
 LQ0205.Click photographs - Photos may exist for this station.
 LQ0205
 LQ0205.The dynamic height is computed by dividing the NAVD 88
 LQ0205.geopotential number by the normal gravity value computed on the
 LQ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0205.degrees latitude (g = 980.6199 gals.).
 LQ0205
 LQ0205.The modeled gravity was interpolated from observed gravity values.
 LQ0205
 LQ0205;                    North         East    Units  Estimated Accuracy
 LQ0205;SPC UT C     - 2,190,600.      285,760.      MT  (+/- 180 meters Scaled)
 LQ0205
 LQ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE551345(NAD 83)
 LQ0205
 LQ0205                          SUPERSEDED SURVEY CONTROL
 LQ0205
 LQ0205  NGVD 29 (??/??/92) 1626.520  (m)         5336.34   (f) ADJ UNCH    1 2
 LQ0205
 LQ0205.Superseded values are not recommended for survey control.
 LQ0205
 LQ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0205.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0205
 LQ0205_MARKER: DB = BENCH MARK DISK
 LQ0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0205_STAMPING: R 68 1934
 LQ0205_MARK LOGO: CGS
 LQ0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0205+STABILITY: SURFACE MOTION
 LQ0205
 LQ0205  HISTORY     - Date     Condition        Report By
 LQ0205  HISTORY     - 1934     MONUMENTED       CGS
 LQ0205
 LQ0205                          STATION DESCRIPTION
 LQ0205
 LQ0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LQ0205'1.9 MI W FROM IBAPAH.
 LQ0205'1.9 MILES SOUTHWEST ALONG THE OLD LINCOLN HIGHWAY FROM UBAPAH, 60 FEET
 LQ0205'SOUTHWEST OF THE JUNCTION OF A PRIVATE ROAD LEADING SOUTHEAST AND 33
 LQ0205'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 LQ0205'STAMPED R 68 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0333 ***********************************************************************
 KO0333  DESIGNATION -  R 74
 KO0333  PID         -  KO0333
 KO0333  STATE/COUNTY-  UT/MILLARD
 KO0333  COUNTRY     -  US
 KO0333  USGS QUAD   -  HOLE IN THE GROUND (2017)
 KO0333
 KO0333                         *CURRENT SURVEY CONTROL
 KO0333  ______________________________________________________________________
 KO0333* NAD 83(1986) POSITION- 39 14 37.     (N) 113 53 38.     (W)   SCALED
 KO0333* NAVD 88 ORTHO HEIGHT -  1482.743 (meters)     4864.63  (feet) ADJUSTED
 KO0333  ______________________________________________________________________
 KO0333  GEOID HEIGHT    -        -20.229 (meters)                     GEOID18
 KO0333  DYNAMIC HEIGHT  -       1481.335 (meters)     4860.01  (feet) COMP
 KO0333  MODELED GRAVITY -    979,626.2   (mgal)                       NAVD 88
 KO0333
 KO0333  VERT ORDER      -  SECOND    CLASS 0
 KO0333
 KO0333.The horizontal coordinates were scaled from a map and have
 KO0333.an estimated accuracy of +/- 6 seconds.
 KO0333
 KO0333.The orthometric height was determined by differential leveling and
 KO0333.adjusted by the NATIONAL GEODETIC SURVEY
 KO0333.in June 1991.
 KO0333
 KO0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0333.GEOID18 height accuracy estimate available here.
 KO0333
 KO0333.Click photographs - Photos may exist for this station.
 KO0333
 KO0333.The dynamic height is computed by dividing the NAVD 88
 KO0333.geopotential number by the normal gravity value computed on the
 KO0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0333.degrees latitude (g = 980.6199 gals.).
 KO0333
 KO0333.The modeled gravity was interpolated from observed gravity values.
 KO0333
 KO0333;                    North         East    Units  Estimated Accuracy
 KO0333;SPC UT C     - 2,103,820.      293,370.      MT  (+/- 180 meters Scaled)
 KO0333
 KO0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ502478(NAD 83)
 KO0333
 KO0333                          SUPERSEDED SURVEY CONTROL
 KO0333
 KO0333  NGVD 29 (??/??/92) 1481.662  (m)         4861.09   (f) ADJ UNCH    2 0
 KO0333
 KO0333.Superseded values are not recommended for survey control.
 KO0333
 KO0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0333.See file dsdata.pdf to determine how the superseded data were derived.
 KO0333
 KO0333_MARKER: DB = BENCH MARK DISK
 KO0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0333_STAMPING: R 74 1934
 KO0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0333+STABILITY: SURFACE MOTION
 KO0333
 KO0333  HISTORY     - Date     Condition        Report By
 KO0333  HISTORY     - 1934     MONUMENTED       CGS
 KO0333  HISTORY     - 20031021 GOOD             USGS-R
 KO0333
 KO0333                          STATION DESCRIPTION
 KO0333
 KO0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0333'5.9 MI E FROM ROBISONS RANCH.
 KO0333'5.9 MILES EAST ALONG U.S. HIGHWAY 6 FROM ROBISONS RANCH, MILLARD
 KO0333'COUNTY, 0.3 MILE WEST OF THE POINT WHERE THE HIGHWAY PASSES THROUGH A
 KO0333'SMALL RIDGE, 105 FEET NORTHEAST OF A SHORT DIP, AND 51 FEET NORTH OF
 KO0333'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED R 74 1934
 KO0333'AND SET IN THE TOP OF A CONCRETE POST.
 KO0333
 KO0333                          STATION RECOVERY (2003)
 KO0333
 KO0333'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 2003 (JMM)
 KO0333'US HIGHWAY 6/50 AT NEVADA/UTAH STATE LINE, EAST 0.7 MILES TO CROSS
 KO0333'RD.LEFT (NORTH) 12.0 MILES TO ROBINSON RANCH AND T-RD. EAST, 5.9 MILES
 KO0333'EAST ALONG DIRT RD, 51 FEET NORTH OF THE CENTER LINE OF DIRT ROAD A
 KO0333'STANDARD TABLET SET IN CONCRETE POST AND STAMPED R 74 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0362 ***********************************************************************
 KO0362  DESIGNATION -  R 75
 KO0362  PID         -  KO0362
 KO0362  STATE/COUNTY-  UT/JUAB
 KO0362  COUNTRY     -  US
 KO0362  USGS QUAD   -  TROUT CREEK (2017)
 KO0362
 KO0362                         *CURRENT SURVEY CONTROL
 KO0362  ______________________________________________________________________
 KO0362* NAD 83(1986) POSITION- 39 41 21.     (N) 113 49 49.     (W)   SCALED
 KO0362* NAVD 88 ORTHO HEIGHT -  1436.283 (meters)     4712.21  (feet) ADJUSTED
 KO0362  ______________________________________________________________________
 KO0362  GEOID HEIGHT    -        -19.520 (meters)                     GEOID18
 KO0362  DYNAMIC HEIGHT  -       1434.971 (meters)     4707.90  (feet) COMP
 KO0362  MODELED GRAVITY -    979,663.8   (mgal)                       NAVD 88
 KO0362
 KO0362  VERT ORDER      -  SECOND    CLASS 0
 KO0362
 KO0362.The horizontal coordinates were scaled from a map and have
 KO0362.an estimated accuracy of +/- 6 seconds.
 KO0362
 KO0362.The orthometric height was determined by differential leveling and
 KO0362.adjusted by the NATIONAL GEODETIC SURVEY
 KO0362.in June 1991.
 KO0362
 KO0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0362.GEOID18 height accuracy estimate available here.
 KO0362
 KO0362.Click photographs - Photos may exist for this station.
 KO0362
 KO0362.The dynamic height is computed by dividing the NAVD 88
 KO0362.geopotential number by the normal gravity value computed on the
 KO0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0362.degrees latitude (g = 980.6199 gals.).
 KO0362
 KO0362.The modeled gravity was interpolated from observed gravity values.
 KO0362
 KO0362;                    North         East    Units  Estimated Accuracy
 KO0362;SPC UT C     - 2,153,130.      300,150.      MT  (+/- 180 meters Scaled)
 KO0362
 KO0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ572970(NAD 83)
 KO0362
 KO0362                          SUPERSEDED SURVEY CONTROL
 KO0362
 KO0362  NGVD 29 (??/??/92) 1435.214  (m)         4708.70   (f) ADJ UNCH    2 0
 KO0362
 KO0362.Superseded values are not recommended for survey control.
 KO0362
 KO0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0362.See file dsdata.pdf to determine how the superseded data were derived.
 KO0362
 KO0362_MARKER: DB = BENCH MARK DISK
 KO0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0362_STAMPING: R 75 1934
 KO0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0362+STABILITY: SURFACE MOTION
 KO0362
 KO0362  HISTORY     - Date     Condition        Report By
 KO0362  HISTORY     - 1934     MONUMENTED       CGS
 KO0362
 KO0362                          STATION DESCRIPTION
 KO0362
 KO0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0362'IN TROUT CREEK.
 KO0362'AT TROUT CREEK, 156 FEET NORTH OF THE OLD POST OFFICE, 70 FEET
 KO0362'NORTHEAST OF THE NORTHEAST CORNER OF THE TROUT CREEK RANCH, AND 30
 KO0362'FEET WEST OF THE CENTER LINE OF THE ROAD.  SET IN THE TOP OF A
 KO0362'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0186 ***********************************************************************
 LP0186  DESIGNATION -  R 76
 LP0186  PID         -  LP0186
 LP0186  STATE/COUNTY-  UT/TOOELE
 LP0186  COUNTRY     -  US
 LP0186  USGS QUAD   -  ELEPHANT KNOLL SE (2017)
 LP0186
 LP0186                         *CURRENT SURVEY CONTROL
 LP0186  ______________________________________________________________________
 LP0186* NAD 83(1986) POSITION- 40 15 53.     (N) 113 49 49.     (W)   SCALED
 LP0186* NAVD 88 ORTHO HEIGHT -  1322.651 (meters)     4339.40  (feet) ADJUSTED
 LP0186  ______________________________________________________________________
 LP0186  GEOID HEIGHT    -        -18.926 (meters)                     GEOID18
 LP0186  DYNAMIC HEIGHT  -       1321.571 (meters)     4335.85  (feet) COMP
 LP0186  MODELED GRAVITY -    979,763.3   (mgal)                       NAVD 88
 LP0186
 LP0186  VERT ORDER      -  SECOND    CLASS 0
 LP0186
 LP0186.The horizontal coordinates were scaled from a map and have
 LP0186.an estimated accuracy of +/- 6 seconds.
 LP0186
 LP0186.The orthometric height was determined by differential leveling and
 LP0186.adjusted by the NATIONAL GEODETIC SURVEY
 LP0186.in June 1991.
 LP0186
 LP0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0186.GEOID18 height accuracy estimate available here.
 LP0186
 LP0186.Click photographs - Photos may exist for this station.
 LP0186
 LP0186.The dynamic height is computed by dividing the NAVD 88
 LP0186.geopotential number by the normal gravity value computed on the
 LP0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0186.degrees latitude (g = 980.6199 gals.).
 LP0186
 LP0186.The modeled gravity was interpolated from observed gravity values.
 LP0186
 LP0186;                    North         East    Units  Estimated Accuracy
 LP0186;SPC UT C     - 2,217,010.      301,820.      MT  (+/- 180 meters Scaled)
 LP0186
 LP0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK593609(NAD 83)
 LP0186
 LP0186                          SUPERSEDED SURVEY CONTROL
 LP0186
 LP0186  NGVD 29 (??/??/92) 1321.656  (m)         4336.13   (f) ADJ UNCH    2 0
 LP0186
 LP0186.Superseded values are not recommended for survey control.
 LP0186
 LP0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0186.See file dsdata.pdf to determine how the superseded data were derived.
 LP0186
 LP0186_MARKER: DB = BENCH MARK DISK
 LP0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0186_STAMPING: R 76 1934
 LP0186_MARK LOGO: CGS
 LP0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0186+STABILITY: SURFACE MOTION
 LP0186
 LP0186  HISTORY     - Date     Condition        Report By
 LP0186  HISTORY     - 1934     MONUMENTED       CGS
 LP0186  HISTORY     - 1983     GOOD             DMA
 LP0186
 LP0186                          STATION DESCRIPTION
 LP0186
 LP0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0186'7.6 MI N FROM GOLD HILL.
 LP0186'ABOUT 7.6 MILES NORTH ALONG THE DEEP CREEK RAILROAD FROM THE STATION
 LP0186'AT GOLD HILL, TOOELE COUNTY, 78 FEET WEST OF MILEPOST 37, ABOUT 325
 LP0186'FEET SOUTHWEST OF A WATER TANK, AND 63 FEET WEST OF THE CENTER LINE OF
 LP0186'THE TRACK.  A STANDARD DISK, STAMPED R 76 1934 AND SET IN THE TOP OF A
 LP0186'CONCRETE POST.
 LP0186
 LP0186                          STATION RECOVERY (1983)
 LP0186
 LP0186'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983
 LP0186'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0119 ***********************************************************************
 LP0119  DESIGNATION -  R 77
 LP0119  PID         -  LP0119
 LP0119  STATE/COUNTY-  UT/TOOELE
 LP0119  COUNTRY     -  US
 LP0119  USGS QUAD   -  ARAGONITE (2017)
 LP0119
 LP0119                         *CURRENT SURVEY CONTROL
 LP0119  ______________________________________________________________________
 LP0119* NAD 83(1986) POSITION- 40 43 05.     (N) 113 02 05.     (W)   SCALED
 LP0119* NAVD 88 ORTHO HEIGHT -  1356.478 (meters)     4450.38  (feet) ADJUSTED
 LP0119  ______________________________________________________________________
 LP0119  GEOID HEIGHT    -        -17.721 (meters)                     GEOID18
 LP0119  DYNAMIC HEIGHT  -       1355.434 (meters)     4446.95  (feet) COMP
 LP0119  MODELED GRAVITY -    979,807.7   (mgal)                       NAVD 88
 LP0119
 LP0119  VERT ORDER      -  SECOND    CLASS 0
 LP0119
 LP0119.The horizontal coordinates were scaled from a map and have
 LP0119.an estimated accuracy of +/- 6 seconds.
 LP0119
 LP0119.The orthometric height was determined by differential leveling and
 LP0119.adjusted by the NATIONAL GEODETIC SURVEY
 LP0119.in June 1991.
 LP0119
 LP0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0119.GEOID18 height accuracy estimate available here.
 LP0119
 LP0119.Click photographs - Photos may exist for this station.
 LP0119
 LP0119.The dynamic height is computed by dividing the NAVD 88
 LP0119.geopotential number by the normal gravity value computed on the
 LP0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0119.degrees latitude (g = 980.6199 gals.).
 LP0119
 LP0119.The modeled gravity was interpolated from observed gravity values.
 LP0119
 LP0119;                    North         East    Units  Estimated Accuracy
 LP0119;SPC UT C     - 2,265,870.      370,330.      MT  (+/- 180 meters Scaled)
 LP0119
 LP0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL281094(NAD 83)
 LP0119
 LP0119                          SUPERSEDED SURVEY CONTROL
 LP0119
 LP0119  NGVD 29 (??/??/92) 1355.456  (m)         4447.03   (f) ADJ UNCH    2 0
 LP0119
 LP0119.Superseded values are not recommended for survey control.
 LP0119
 LP0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0119.See file dsdata.pdf to determine how the superseded data were derived.
 LP0119
 LP0119_MARKER: DB = BENCH MARK DISK
 LP0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0119_STAMPING: R 77 1934
 LP0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0119+STABILITY: SURFACE MOTION
 LP0119
 LP0119  HISTORY     - Date     Condition        Report By
 LP0119  HISTORY     - 1934     MONUMENTED       CGS
 LP0119
 LP0119                          STATION DESCRIPTION
 LP0119
 LP0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0119'13.7 MI E FROM KNOLLS.
 LP0119'13.7 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM KNOLLS, TOOELE
 LP0119'COUNTY, 87 FEET NORTHWEST OF MILEPOST 859, 42 FEET WEST OF THE
 LP0119'CENTERLINE OF THE TRACK, AND ABOUT 3 FEET HIGHER THAN THE RAIL.  A
 LP0119'STANDARD DISK, STAMPED R 77 1934 AND SET IN THE TOP OF A CONCRETE
 LP0119'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0281 ***********************************************************************
 KO0281  DESIGNATION -  R 78
 KO0281  PID         -  KO0281
 KO0281  STATE/COUNTY-  UT/MILLARD
 KO0281  COUNTRY     -  US
 KO0281  USGS QUAD   -  LADY LAIRD PEAK (2017)
 KO0281
 KO0281                         *CURRENT SURVEY CONTROL
 KO0281  ______________________________________________________________________
 KO0281* NAD 83(1986) POSITION- 39 32 39.     (N) 113 03 20.     (W)   SCALED
 KO0281* NAVD 88 ORTHO HEIGHT -  1833.724 (meters)     6016.14  (feet) ADJUSTED
 KO0281  ______________________________________________________________________
 KO0281  GEOID HEIGHT    -        -19.318 (meters)                     GEOID18
 KO0281  DYNAMIC HEIGHT  -       1831.943 (meters)     6010.30  (feet) COMP
 KO0281  MODELED GRAVITY -    979,589.4   (mgal)                       NAVD 88
 KO0281
 KO0281  VERT ORDER      -  SECOND    CLASS 0
 KO0281
 KO0281.The horizontal coordinates were scaled from a map and have
 KO0281.an estimated accuracy of +/- 6 seconds.
 KO0281
 KO0281.The orthometric height was determined by differential leveling and
 KO0281.adjusted by the NATIONAL GEODETIC SURVEY
 KO0281.in June 1991.
 KO0281
 KO0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0281.GEOID18 height accuracy estimate available here.
 KO0281
 KO0281.Click photographs - Photos may exist for this station.
 KO0281
 KO0281.The dynamic height is computed by dividing the NAVD 88
 KO0281.geopotential number by the normal gravity value computed on the
 KO0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0281.degrees latitude (g = 980.6199 gals.).
 KO0281
 KO0281.The modeled gravity was interpolated from observed gravity values.
 KO0281
 KO0281;                    North         East    Units  Estimated Accuracy
 KO0281;SPC UT C     - 2,135,590.      366,310.      MT  (+/- 180 meters Scaled)
 KO0281
 KO0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ233791(NAD 83)
 KO0281
 KO0281                          SUPERSEDED SURVEY CONTROL
 KO0281
 KO0281  NGVD 29 (??/??/92) 1832.519  (m)         6012.19   (f) ADJ UNCH    2 0
 KO0281
 KO0281.Superseded values are not recommended for survey control.
 KO0281
 KO0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0281.See file dsdata.pdf to determine how the superseded data were derived.
 KO0281
 KO0281_MARKER: DB = BENCH MARK DISK
 KO0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0281_STAMPING: R 78 1934
 KO0281_MARK LOGO: CGS
 KO0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0281+STABILITY: SURFACE MOTION
 KO0281
 KO0281  HISTORY     - Date     Condition        Report By
 KO0281  HISTORY     - 1934     MONUMENTED       CGS
 KO0281
 KO0281                          STATION DESCRIPTION
 KO0281
 KO0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0281'23.2 MI NW FROM ABRAHAM.
 KO0281'23.2 MILES NORTHWEST ALONG THE HINCKLEY-CALLAO ROAD FROM ABRAHAM. 310
 KO0281'FEET EAST OF SMALL CEDAR TREE, 40 FEET NORTH OF SMALL DRY WASH, AND 30
 KO0281'FEET EAST OF CENTERLINE OF THE HIGHWAY.  SET IN TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0381 ***********************************************************************
 KO0381  DESIGNATION -  R 79
 KO0381  PID         -  KO0381
 KO0381  STATE/COUNTY-  UT/JUAB
 KO0381  COUNTRY     -  US
 KO0381  USGS QUAD   -  BOYD STATION (2017)
 KO0381
 KO0381                         *CURRENT SURVEY CONTROL
 KO0381  ______________________________________________________________________
 KO0381* NAD 83(1986) POSITION- 39 51 36.     (N) 113 35 17.     (W)   SCALED
 KO0381* NAVD 88 ORTHO HEIGHT -  1318.818 (meters)     4326.82  (feet) ADJUSTED
 KO0381  ______________________________________________________________________
 KO0381  GEOID HEIGHT    -        -19.513 (meters)                     GEOID18
 KO0381  DYNAMIC HEIGHT  -       1317.691 (meters)     4323.12  (feet) COMP
 KO0381  MODELED GRAVITY -    979,726.2   (mgal)                       NAVD 88
 KO0381
 KO0381  VERT ORDER      -  SECOND    CLASS 0
 KO0381
 KO0381.The horizontal coordinates were scaled from a map and have
 KO0381.an estimated accuracy of +/- 6 seconds.
 KO0381
 KO0381.The orthometric height was determined by differential leveling and
 KO0381.adjusted by the NATIONAL GEODETIC SURVEY
 KO0381.in June 1991.
 KO0381
 KO0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0381.GEOID18 height accuracy estimate available here.
 KO0381
 KO0381.Click photographs - Photos may exist for this station.
 KO0381
 KO0381.The dynamic height is computed by dividing the NAVD 88
 KO0381.geopotential number by the normal gravity value computed on the
 KO0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0381.degrees latitude (g = 980.6199 gals.).
 KO0381
 KO0381.The modeled gravity was interpolated from observed gravity values.
 KO0381
 KO0381;                    North         East    Units  Estimated Accuracy
 KO0381;SPC UT C     - 2,171,570.      321,360.      MT  (+/- 180 meters Scaled)
 KO0381
 KO0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK786154(NAD 83)
 KO0381
 KO0381                          SUPERSEDED SURVEY CONTROL
 KO0381
 KO0381  NGVD 29 (??/??/92) 1317.806  (m)         4323.50   (f) ADJ UNCH    2 0
 KO0381
 KO0381.Superseded values are not recommended for survey control.
 KO0381
 KO0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0381.See file dsdata.pdf to determine how the superseded data were derived.
 KO0381
 KO0381_MARKER: DB = BENCH MARK DISK
 KO0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0381_STAMPING: R 79 1934
 KO0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0381+STABILITY: SURFACE MOTION
 KO0381
 KO0381  HISTORY     - Date     Condition        Report By
 KO0381  HISTORY     - 1934     MONUMENTED       CGS
 KO0381
 KO0381                          STATION DESCRIPTION
 KO0381
 KO0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0381'7.6 MI E FROM CALLAO.
 KO0381'7.6 MILES EAST ALONG THE ROAD TO HINCKLEY FROM THE POST OFFICE AT
 KO0381'CALLAO, 45 FEET SOUTH OF THE CENTERLINE OF ROAD, AND 12 FEET NORTHEAST
 KO0381'OF THE FOOT OF SMALL SAND DUNE.  SET IN TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0304 ***********************************************************************
 JO0304  DESIGNATION -  R 8
 JO0304  PID         -  JO0304
 JO0304  STATE/COUNTY-  UT/IRON
 JO0304  COUNTRY     -  US
 JO0304  USGS QUAD   -  LUND (2017)
 JO0304
 JO0304                         *CURRENT SURVEY CONTROL
 JO0304  ______________________________________________________________________
 JO0304* NAD 83(1986) POSITION- 38 00 23.7    (N) 113 26 00.9    (W)   HD_HELD2
 JO0304* NAVD 88 ORTHO HEIGHT -  1550.488 (meters)     5086.89  (feet) ADJUSTED
 JO0304  ______________________________________________________________________
 JO0304  GEOID HEIGHT    -        -22.339 (meters)                     GEOID18
 JO0304  DYNAMIC HEIGHT  -       1548.784 (meters)     5081.30  (feet) COMP
 JO0304  MODELED GRAVITY -    979,476.2   (mgal)                       NAVD 88
 JO0304
 JO0304  VERT ORDER      -  FIRST     CLASS II
 JO0304
 JO0304.The horizontal coordinates were established by autonomous hand held GPS
 JO0304.observations and have an estimated accuracy of +/- 10 meters.
 JO0304
 JO0304.The orthometric height was determined by differential leveling and
 JO0304.adjusted by the NATIONAL GEODETIC SURVEY
 JO0304.in June 1991.
 JO0304
 JO0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0304.GEOID18 height accuracy estimate available here.
 JO0304
 JO0304.Click photographs - Photos may exist for this station.
 JO0304
 JO0304.The dynamic height is computed by dividing the NAVD 88
 JO0304.geopotential number by the normal gravity value computed on the
 JO0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0304.degrees latitude (g = 980.6199 gals.).
 JO0304
 JO0304.The modeled gravity was interpolated from observed gravity values.
 JO0304
 JO0304;                    North         East    Units  Estimated Accuracy
 JO0304;SPC UT S     - 3,150,465.      330,203.      MT  (+/- 10 meters HH2 GPS)
 JO0304
 JO0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH8634109340(NAD 83)
 JO0304
 JO0304                          SUPERSEDED SURVEY CONTROL
 JO0304
 JO0304  NGVD 29 (??/??/92) 1549.382  (m)         5083.26   (f) ADJ UNCH    1 2
 JO0304
 JO0304.Superseded values are not recommended for survey control.
 JO0304
 JO0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0304.See file dsdata.pdf to determine how the superseded data were derived.
 JO0304
 JO0304_MARKER: DB = BENCH MARK DISK
 JO0304_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JO0304_SP_SET: PIER
 JO0304_STAMPING: ELEV. 5083.264 FT.
 JO0304_MARK LOGO: CGS
 JO0304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0304+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2012
 JO0304
 JO0304  HISTORY     - Date     Condition        Report By
 JO0304  HISTORY     - 1908     MONUMENTED       CGS
 JO0304  HISTORY     - 1934     GOOD             CGS
 JO0304  HISTORY     - 1971     GOOD             USGS
 JO0304  HISTORY     - 19940603 GOOD             NGS
 JO0304  HISTORY     - 20120228 GOOD             GEOCAC
 JO0304  HISTORY     - 20120228 GOOD             GEOCAC
 JO0304
 JO0304                          STATION DESCRIPTION
 JO0304
 JO0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0304'IN LUND.
 JO0304'AT LUND, IRON COUNTY, ABOUT 100 YARDS WEST OF THE UNION PACIFIC
 JO0304'RAILROAD STATION, ABOUT 66 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JO0304'TRACK, AT THE WINDMILL TOWER, IN THE FACE OF THE WEST CONCRETE PIER,
 JO0304'AND 0.7 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 JO0304'ELEV. 5083.264 FT. AND SET VERTICALLY.  NOTE-- UNION PACIFIC RR.
 JO0304'STATION NO LONGER EXISTS.  BM IS SET HORIZONTALLY INSTEAD OF
 JO0304'VERTICALLY AS DESCRIBED.
 JO0304
 JO0304                          STATION RECOVERY (1971)
 JO0304
 JO0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JO0304'RECOVERED IN GOOD CONDITION.
 JO0304
 JO0304                          STATION RECOVERY (1994)
 JO0304
 JO0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DW)
 JO0304'WOODEN TOWER HAS BEEN REMOVED.  BASE IS OK.  THIS IS GRAVITY BASE
 JO0304'STATION 'LUND B'.
 JO0304
 JO0304                          STATION RECOVERY (2012)
 JO0304
 JO0304'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 JO0304'RECOVERED IN GOOD CONDITION.
 JO0304
 JO0304                          STATION RECOVERY (2012)
 JO0304
 JO0304'RECOVERY NOTE BY GEOCACHING 2012
 JO0304'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0156 ***********************************************************************
 LP0156  DESIGNATION -  R 81
 LP0156  PID         -  LP0156
 LP0156  STATE/COUNTY-  UT/TOOELE
 LP0156  COUNTRY     -  US
 LP0156  USGS QUAD   -  DUGWAY PROVING GROUND NE (2017)
 LP0156
 LP0156                         *CURRENT SURVEY CONTROL
 LP0156  ______________________________________________________________________
 LP0156* NAD 83(1986) POSITION- 40 07 34.91   (N) 113 05 53.92   (W)   HD_HELD1
 LP0156* NAVD 88 ORTHO HEIGHT -  1318.755 (meters)     4326.62  (feet) ADJUSTED
 LP0156  ______________________________________________________________________
 LP0156  GEOID HEIGHT    -        -18.787 (meters)                     GEOID18
 LP0156  DYNAMIC HEIGHT  -       1317.677 (meters)     4323.08  (feet) COMP
 LP0156  MODELED GRAVITY -    979,761.9   (mgal)                       NAVD 88
 LP0156
 LP0156  VERT ORDER      -  SECOND    CLASS 0
 LP0156
 LP0156.The horizontal coordinates were determined by differentially corrected
 LP0156.hand held GPS observations or other comparable positioning techniques
 LP0156.and have an estimated accuracy of +/- 3 meters.
 LP0156
 LP0156.The orthometric height was determined by differential leveling and
 LP0156.adjusted by the NATIONAL GEODETIC SURVEY
 LP0156.in June 1991.
 LP0156
 LP0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0156.GEOID18 height accuracy estimate available here.
 LP0156
 LP0156.Click photographs - Photos may exist for this station.
 LP0156
 LP0156.The dynamic height is computed by dividing the NAVD 88
 LP0156.geopotential number by the normal gravity value computed on the
 LP0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0156.degrees latitude (g = 980.6199 gals.).
 LP0156
 LP0156.The modeled gravity was interpolated from observed gravity values.
 LP0156
 LP0156;                    North         East    Units  Estimated Accuracy
 LP0156;SPC UT C     - 2,200,278.0     363,785.2     MT  (+/- 3 meters HH1 GPS) 
 LP0156
 LP0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK2121243892(NAD 83)
 LP0156
 LP0156                          SUPERSEDED SURVEY CONTROL
 LP0156
 LP0156  NGVD 29 (??/??/92) 1317.740  (m)         4323.29   (f) ADJ UNCH    2 0
 LP0156
 LP0156.Superseded values are not recommended for survey control.
 LP0156
 LP0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0156.See file dsdata.pdf to determine how the superseded data were derived.
 LP0156
 LP0156_MARKER: DB = BENCH MARK DISK
 LP0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0156_STAMPING: R 81 1934
 LP0156_MARK LOGO: CGS
 LP0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0156+STABILITY: SURFACE MOTION
 LP0156
 LP0156  HISTORY     - Date     Condition        Report By
 LP0156  HISTORY     - 1934     MONUMENTED       CGS
 LP0156
 LP0156                          STATION DESCRIPTION
 LP0156
 LP0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0156'20 MI W FROM ORRS RANCH.
 LP0156'ABOUT 20 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0156'TOOELE COUNTY, THENCE ABOUT 10.3 MILES SOUTHWEST ALONG THE ROAD
 LP0156'LEADING TO FISH SPRINGS, ABOUT 482 FEET NORTH OF A SMALL RIDGE OF SAND
 LP0156'HILLS, AND 57 FEET SOUTH OF THE CENTER LINE OF THE ROAD.  A STANDARD
 LP0156'DISK, STAMPED R 81 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0398 ***********************************************************************
 MS0398  DESIGNATION -  R 84
 MS0398  PID         -  MS0398
 MS0398  STATE/COUNTY-  UT/BOX ELDER
 MS0398  COUNTRY     -  US
 MS0398  USGS QUAD   -  CRATER ISLAND SW (2017)
 MS0398
 MS0398                         *CURRENT SURVEY CONTROL
 MS0398  ______________________________________________________________________
 MS0398* NAD 83(1986) POSITION- 41 02 20.     (N) 113 58 09.     (W)   SCALED
 MS0398* NAVD 88 ORTHO HEIGHT -  1316.646 (meters)     4319.70  (feet) ADJUSTED
 MS0398  ______________________________________________________________________
 MS0398  GEOID HEIGHT    -        -17.507 (meters)                     GEOID18
 MS0398  DYNAMIC HEIGHT  -       1315.660 (meters)     4316.46  (feet) COMP
 MS0398  MODELED GRAVITY -    979,829.8   (mgal)                       NAVD 88
 MS0398
 MS0398  VERT ORDER      -  SECOND    CLASS 0
 MS0398
 MS0398.The horizontal coordinates were scaled from a map and have
 MS0398.an estimated accuracy of +/- 6 seconds.
 MS0398
 MS0398.The orthometric height was determined by differential leveling and
 MS0398.adjusted by the NATIONAL GEODETIC SURVEY
 MS0398.in June 1991.
 MS0398
 MS0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0398.GEOID18 height accuracy estimate available here.
 MS0398
 MS0398.Click photographs - Photos may exist for this station.
 MS0398
 MS0398.The dynamic height is computed by dividing the NAVD 88
 MS0398.geopotential number by the normal gravity value computed on the
 MS0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0398.degrees latitude (g = 980.6199 gals.).
 MS0398
 MS0398.The modeled gravity was interpolated from observed gravity values.
 MS0398
 MS0398;                    North         East    Units  Estimated Accuracy
 MS0398;SPC UT N     - 1,081,300.      292,410.      MT  (+/- 180 meters Scaled)
 MS0398
 MS0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL504473(NAD 83)
 MS0398
 MS0398                          SUPERSEDED SURVEY CONTROL
 MS0398
 MS0398  NGVD 29 (??/??/92) 1315.66   (m)         4316.5    (f) COMPUTED    2 0
 MS0398
 MS0398.Superseded values are not recommended for survey control.
 MS0398
 MS0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0398.See file dsdata.pdf to determine how the superseded data were derived.
 MS0398
 MS0398_MARKER: DB = BENCH MARK DISK
 MS0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0398_STAMPING: R 84 1958
 MS0398_MARK LOGO: CGS
 MS0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0398+STABILITY: SURFACE MOTION
 MS0398
 MS0398  HISTORY     - Date     Condition        Report By
 MS0398  HISTORY     - 1958     MONUMENTED       CGS
 MS0398
 MS0398                          STATION DESCRIPTION
 MS0398
 MS0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MS0398'23.15 MI S FROM LUCIN.
 MS0398'23.15 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT LUCIN,
 MS0398'0.05 MILE NORTH OF THE CROSSING OF A DEEP WASH, 48 FEET WEST OF THE
 MS0398'CENTER LINE OF THE ROAD, 94 FEET WEST AND ACROSS THE ROAD FROM A
 MS0398'FENCE, 2.5 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 MS0398'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 MS0398'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0237 ***********************************************************************
 LO0237  DESIGNATION -  R 85
 LO0237  PID         -  LO0237
 LO0237  STATE/COUNTY-  UT/SUMMIT
 LO0237  COUNTRY     -  US
 LO0237  USGS QUAD   -  PARK CITY EAST (2017)
 LO0237
 LO0237                         *CURRENT SURVEY CONTROL
 LO0237  ______________________________________________________________________
 LO0237* NAD 83(1994) POSITION- 40 43 17.39938(N) 111 28 14.40708(W)   ADJUSTED
 LO0237* NAVD 88 ORTHO HEIGHT -  1984.706 (meters)     6511.49  (feet) ADJUSTED
 LO0237  ______________________________________________________________________
 LO0237  GEOID HEIGHT    -        -15.635 (meters)                     GEOID18
 LO0237  LAPLACE CORR    -          4.47  (seconds)                    DEFLEC18
 LO0237  DYNAMIC HEIGHT  -       1982.850 (meters)     6505.40  (feet) COMP
 LO0237  MODELED GRAVITY -    979,618.8   (mgal)                       NAVD 88
 LO0237
 LO0237  HORZ ORDER      -  SECOND
 LO0237  VERT ORDER      -  SECOND    CLASS 0
 LO0237
 LO0237.The horizontal coordinates were established by classical geodetic methods
 LO0237.and adjusted by the National Geodetic Survey in November 1997.
 LO0237
 LO0237.The orthometric height was determined by differential leveling and
 LO0237.adjusted by the NATIONAL GEODETIC SURVEY
 LO0237.in June 1991.
 LO0237
 LO0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0237.GEOID18 height accuracy estimate available here.
 LO0237
 LO0237.Click photographs - Photos may exist for this station.
 LO0237
 LO0237.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0237
 LO0237.The dynamic height is computed by dividing the NAVD 88
 LO0237.geopotential number by the normal gravity value computed on the
 LO0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0237.degrees latitude (g = 980.6199 gals.).
 LO0237
 LO0237.The modeled gravity was interpolated from observed gravity values.
 LO0237
 LO0237. The following values were computed from the NAD 83(1994) position.
 LO0237
 LO0237;                    North         East     Units Scale Factor Converg.
 LO0237;SPC UT N     - 1,043,105.913   502,478.156   MT  0.99999922   +0 01 09.6
 LO0237;SPC UT N     - 3,422,256.65  1,648,547.08   sFT  0.99999922   +0 01 09.6
 LO0237;UTM  12      - 4,507,948.164   460,249.833   MT  0.99961945   -0 18 25.4
 LO0237
 LO0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0237!SPC UT N     -   0.99969122  x   0.99999922  =   0.99969044
 LO0237!UTM  12      -   0.99969122  x   0.99961945  =   0.99931078
 LO0237
 LO0237:                Primary Azimuth Mark                     Grid Az
 LO0237:SPC UT N     -  KIMBALL                                  290 43 19.5
 LO0237:UTM  12      -  KIMBALL                                  291 02 54.5
 LO0237
 LO0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL6024907948(NAD 83)
 LO0237
 LO0237|---------------------------------------------------------------------|
 LO0237| PID    Reference Object                     Distance      Geod. Az  |
 LO0237|                                                           dddmmss.s |
 LO0237| LO0822 KIMBALL                             APPROX. 6.1 KM 2904429.1 |
 LO0237|---------------------------------------------------------------------|
 LO0237
 LO0237                          SUPERSEDED SURVEY CONTROL
 LO0237
 LO0237  NAD 83(1993)-  40 43 17.39967(N)    111 28 14.40565(W) AD(       ) 2
 LO0237  NAD 83(1986)-  40 43 17.38659(N)    111 28 14.39691(W) AD(       ) 2
 LO0237  NAD 27      -  40 43 17.57394(N)    111 28 11.67600(W) AD(       ) 2
 LO0237  NGVD 29 (??/??/92) 1983.419  (m)         6507.27   (f) ADJ UNCH    2 0
 LO0237  NGVD 29            1983.43   (m)         6507.3    (f) LEVELING    3  
 LO0237
 LO0237.Superseded values are not recommended for survey control.
 LO0237
 LO0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0237.See file dsdata.pdf to determine how the superseded data were derived.
 LO0237
 LO0237_MARKER: DB = BENCH MARK DISK
 LO0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0237_STAMPING: R 85 1934
 LO0237_MARK LOGO: CGS
 LO0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0237+STABILITY: SURFACE MOTION
 LO0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0237+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2010
 LO0237
 LO0237  HISTORY     - Date     Condition        Report By
 LO0237  HISTORY     - 1934     MONUMENTED       CGS
 LO0237  HISTORY     - 1954     GOOD             USGS
 LO0237  HISTORY     - 1973     GOOD             NGS
 LO0237  HISTORY     - 20060514 GOOD             INDIV
 LO0237  HISTORY     - 20100720 GOOD             AEROME
 LO0237
 LO0237                          STATION DESCRIPTION
 LO0237
 LO0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0237'8.4 MI SW FROM WANSHIP.
 LO0237'8.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE LATTER
 LO0237'DAY SAINTS CHURCH AT WANSHIP, SUMMIT COUNTY, 2 MILES NORTHWEST OF
 LO0237'HOMER SPUR, AT A ROAD CROSSING, 12 FEET NORTH OF THE ROAD, 48 FEET
 LO0237'EAST OF THE CENTERLINE OF THE TRACK, AND IN LINE WITH A ROW OF POLES.
 LO0237'A STANDARD DISK, STAMPED R 85 1934 AND SET IN THE TOP OF A CONCRETE
 LO0237'POST.
 LO0237
 LO0237                          STATION RECOVERY (1954)
 LO0237
 LO0237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LO0237'ABOUT 8.4 MI. SW. ALONG THE UNION PACIFIC RAILROAD FROM THE LATTER DAY
 LO0237'SAINTS CHURCH AT WANSHIP, SUMMIT COUNTY, ABOUT 2 MI. NW. OF HOMER SPUR
 LO0237'AT A RD. CROSSING, 12 FT. N. OF THE RD., 48 FT. E. OF THE CENTER OF
 LO0237'THE TRACK AND IN LINE WITH A ROW OF POLES.  STANDARD DISK STAMPED
 LO0237'---R 85 1934--- AND SET IN TOP OF A CONCRETE POST.
 LO0237'
 LO0237'STATION FOUND AS DESCRIBED.
 LO0237'
 LO0237'STATION MARK - STANDARD NGS LEVEL BENCH MARK DISK STAMPED ---R 85
 LO0237'1934--- SET IN TOP OF CONCRETE BLOCK.
 LO0237'
 LO0237'REFERENCE MARKS - NONE.
 LO0237
 LO0237                          STATION RECOVERY (1973)
 LO0237
 LO0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LO0237'TO REACH FROM THE JUNCTIONS OF INTERSTATE HIGHWAY 80 AND U.S.
 LO0237'HIGHWAYS 40 AND 189 GO SOUTH ON U.S. HIGHWAYS 40 AND 189 FOR 0.6 MILE
 LO0237'FROM THE OVERPASS TO A SIDE ROAD ON THE EAST SIDE OF THE HIGHWAY.
 LO0237'TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 1.1 MILE TO A FORK,
 LO0237'THENCE EAST ALONG GRAVELED ROAD FOR 0.7 MILE TO THE RAILROAD TRACKS,
 LO0237'THENCE SOUTH ALONG THE WEST SIDE OF THE RAILROAD TRACKS FOR 0.9 MILE
 LO0237'TO A ROAD CROSSING AND THE MARK ON THE EAST SIDE OF THE RAILROAD
 LO0237'TRACKS, 2 FEET SOUTH OF A WITNESS POST, 45 FEET EAST OF THE EAST RAIL
 LO0237'AND PROJECTING 8 INCHES.
 LO0237
 LO0237                          STATION RECOVERY (2006)
 LO0237
 LO0237'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RW)
 LO0237'RECOVERED IN GOOD CONDITION.
 LO0237
 LO0237                          STATION RECOVERY (2010)
 LO0237
 LO0237'RECOVERY NOTE BY AERO METRIC INC 2010
 LO0237'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0095 ***********************************************************************
 LP0095  DESIGNATION -  R 87
 LP0095  PID         -  LP0095
 LP0095  STATE/COUNTY-  UT/TOOELE
 LP0095  COUNTRY     -  US
 LP0095  USGS QUAD   -  FLUX (2017)
 LP0095
 LP0095                         *CURRENT SURVEY CONTROL
 LP0095  ______________________________________________________________________
 LP0095* NAD 83(1986) POSITION- 40 43 55.     (N) 112 35 35.     (W)   SCALED
 LP0095* NAVD 88 ORTHO HEIGHT -  1283.551 (meters)     4211.12  (feet) ADJUSTED
 LP0095  ______________________________________________________________________
 LP0095  GEOID HEIGHT    -        -17.492 (meters)                     GEOID18
 LP0095  DYNAMIC HEIGHT  -       1282.583 (meters)     4207.94  (feet) COMP
 LP0095  MODELED GRAVITY -    979,826.4   (mgal)                       NAVD 88
 LP0095
 LP0095  VERT ORDER      -  SECOND    CLASS 0
 LP0095
 LP0095.The horizontal coordinates were scaled from a map and have
 LP0095.an estimated accuracy of +/- 6 seconds.
 LP0095
 LP0095.The orthometric height was determined by differential leveling and
 LP0095.adjusted by the NATIONAL GEODETIC SURVEY
 LP0095.in June 1991.
 LP0095
 LP0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0095.GEOID18 height accuracy estimate available here.
 LP0095
 LP0095.Click photographs - Photos may exist for this station.
 LP0095
 LP0095.The dynamic height is computed by dividing the NAVD 88
 LP0095.geopotential number by the normal gravity value computed on the
 LP0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0095.degrees latitude (g = 980.6199 gals.).
 LP0095
 LP0095.The modeled gravity was interpolated from observed gravity values.
 LP0095
 LP0095;                    North         East    Units  Estimated Accuracy
 LP0095;SPC UT C     - 2,266,870.      407,660.      MT  (+/- 180 meters Scaled)
 LP0095
 LP0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL654102(NAD 83)
 LP0095
 LP0095                          SUPERSEDED SURVEY CONTROL
 LP0095
 LP0095  NGVD 29 (??/??/92) 1282.555  (m)         4207.85   (f) ADJ UNCH    2 0
 LP0095
 LP0095.Superseded values are not recommended for survey control.
 LP0095
 LP0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0095.See file dsdata.pdf to determine how the superseded data were derived.
 LP0095
 LP0095_MARKER: DB = BENCH MARK DISK
 LP0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0095_STAMPING: R 87 1934
 LP0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0095+STABILITY: SURFACE MOTION
 LP0095
 LP0095  HISTORY     - Date     Condition        Report By
 LP0095  HISTORY     - 1934     MONUMENTED       CGS
 LP0095
 LP0095                          STATION DESCRIPTION
 LP0095
 LP0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0095'7.8 MI W FROM BURMESTER.
 LP0095'7.8 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION AT
 LP0095'BURMESTER TOOELE COUNTY, ONE POLE WEST OF MILEPOST 889, AND 85 FEET
 LP0095'SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED R 87
 LP0095'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0109 ***********************************************************************
 MS0109  DESIGNATION -  R 88
 MS0109  PID         -  MS0109
 MS0109  STATE/COUNTY-  UT/BOX ELDER
 MS0109  COUNTRY     -  US
 MS0109  USGS QUAD   -  BLIND SPRINGS (2017)
 MS0109
 MS0109                         *CURRENT SURVEY CONTROL
 MS0109  ______________________________________________________________________
 MS0109* NAD 83(1986) POSITION- 41 48 54.     (N) 112 21 28.     (W)   SCALED
 MS0109* NAVD 88 ORTHO HEIGHT -  1612.823 (meters)     5291.40  (feet) ADJUSTED
 MS0109  ______________________________________________________________________
 MS0109  GEOID HEIGHT    -        -15.143 (meters)                     GEOID18
 MS0109  DYNAMIC HEIGHT  -       1611.671 (meters)     5287.62  (feet) COMP
 MS0109  MODELED GRAVITY -    979,850.9   (mgal)                       NAVD 88
 MS0109
 MS0109  VERT ORDER      -  SECOND    CLASS 0
 MS0109
 MS0109.The horizontal coordinates were scaled from a map and have
 MS0109.an estimated accuracy of +/- 6 seconds.
 MS0109
 MS0109.The orthometric height was determined by differential leveling and
 MS0109.adjusted by the NATIONAL GEODETIC SURVEY
 MS0109.in June 1991.
 MS0109
 MS0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0109.GEOID18 height accuracy estimate available here.
 MS0109
 MS0109.Click photographs - Photos may exist for this station.
 MS0109
 MS0109.The dynamic height is computed by dividing the NAVD 88
 MS0109.geopotential number by the normal gravity value computed on the
 MS0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0109.degrees latitude (g = 980.6199 gals.).
 MS0109
 MS0109.The modeled gravity was interpolated from observed gravity values.
 MS0109
 MS0109;                    North         East    Units  Estimated Accuracy
 MS0109;SPC UT N     - 1,164,900.      428,730.      MT  (+/- 180 meters Scaled)
 MS0109
 MS0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM872301(NAD 83)
 MS0109
 MS0109                          SUPERSEDED SURVEY CONTROL
 MS0109
 MS0109  NGVD 29 (??/??/92) 1611.764  (m)         5287.93   (f) ADJ UNCH    2 0
 MS0109
 MS0109.Superseded values are not recommended for survey control.
 MS0109
 MS0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0109.See file dsdata.pdf to determine how the superseded data were derived.
 MS0109
 MS0109_MARKER: DB = BENCH MARK DISK
 MS0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0109_STAMPING: R 88 1934
 MS0109_MARK LOGO: CGS
 MS0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0109+STABILITY: SURFACE MOTION
 MS0109
 MS0109  HISTORY     - Date     Condition        Report By
 MS0109  HISTORY     - 1934     MONUMENTED       CGS
 MS0109  HISTORY     - 1968     MARK NOT FOUND   USGS
 MS0109
 MS0109                          STATION DESCRIPTION
 MS0109
 MS0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0109'13.5 MI W FROM TREMONTON.
 MS0109'13.5 MILES WEST ALONG U.S. HIGHWAY 30 S FROM THE OREGON SHORT LINE
 MS0109'RAILROAD STATION AT TREMONTON, AT THE SUMMIT OF A HILL, 50 FEET NORTH
 MS0109'OF THE CENTER LINE OF THE ROAD, AND IN LINE WITH A ROW OF POLES AND A
 MS0109'PROPERTY LINE, AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- RECENT
 MS0109'CULTURAL CHANGE (FREEWAY).
 MS0109
 MS0109                          STATION RECOVERY (1968)
 MS0109
 MS0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MS0109'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0247 ***********************************************************************
 MS0247  DESIGNATION -  R 89
 MS0247  PID         -  MS0247
 MS0247  STATE/COUNTY-  UT/BOX ELDER
 MS0247  COUNTRY     -  US
 MS0247  USGS QUAD   -  MONUMENT PEAK NE (2017)
 MS0247
 MS0247                         *CURRENT SURVEY CONTROL
 MS0247  ______________________________________________________________________
 MS0247* NAD 83(1986) POSITION- 41 57 35.     (N) 112 51 46.     (W)   SCALED
 MS0247* NAVD 88 ORTHO HEIGHT -  1337.320 (meters)     4387.52  (feet) ADJUSTED
 MS0247  ______________________________________________________________________
 MS0247  GEOID HEIGHT    -        -15.019 (meters)                     GEOID18
 MS0247  DYNAMIC HEIGHT  -       1336.430 (meters)     4384.60  (feet) COMP
 MS0247  MODELED GRAVITY -    979,910.5   (mgal)                       NAVD 88
 MS0247
 MS0247  VERT ORDER      -  SECOND    CLASS 0
 MS0247
 MS0247.The horizontal coordinates were scaled from a map and have
 MS0247.an estimated accuracy of +/- 6 seconds.
 MS0247
 MS0247.The orthometric height was determined by differential leveling and
 MS0247.adjusted by the NATIONAL GEODETIC SURVEY
 MS0247.in June 1991.
 MS0247
 MS0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0247.GEOID18 height accuracy estimate available here.
 MS0247
 MS0247.Click photographs - Photos may exist for this station.
 MS0247
 MS0247.The dynamic height is computed by dividing the NAVD 88
 MS0247.geopotential number by the normal gravity value computed on the
 MS0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0247.degrees latitude (g = 980.6199 gals.).
 MS0247
 MS0247.The modeled gravity was interpolated from observed gravity values.
 MS0247
 MS0247;                    North         East    Units  Estimated Accuracy
 MS0247;SPC UT N     - 1,181,510.      387,020.      MT  (+/- 180 meters Scaled)
 MS0247
 MS0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM456469(NAD 83)
 MS0247
 MS0247                          SUPERSEDED SURVEY CONTROL
 MS0247
 MS0247  NGVD 29 (??/??/92) 1336.291  (m)         4384.15   (f) ADJ UNCH    2 0
 MS0247
 MS0247.Superseded values are not recommended for survey control.
 MS0247
 MS0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0247.See file dsdata.pdf to determine how the superseded data were derived.
 MS0247
 MS0247_MARKER: DB = BENCH MARK DISK
 MS0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0247_STAMPING: R 89 1934
 MS0247_MARK LOGO: CGS
 MS0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0247+STABILITY: SURFACE MOTION
 MS0247
 MS0247  HISTORY     - Date     Condition        Report By
 MS0247  HISTORY     - 1934     MONUMENTED       CGS
 MS0247
 MS0247                          STATION DESCRIPTION
 MS0247
 MS0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0247'20.6 MI NE FROM KELTON.
 MS0247'ABOUT 20.6 MILES NORTHEAST ALONG THE ROAD LEADING TO A JUNCTION WITH
 MS0247'U.S. HIGHWAY 30S FROM THE SOUTHERN PACIFIC CO. RAILROAD FREIGHT
 MS0247'STATION AT KELTON, BOX ELDER COUNTY, ABOUT 2.6 MILES SOUTHWEST OF THE
 MS0247'JUNCTION, 30 FEET SOUTH OF A FENCE CORNER, AND 2 FEET WEST OF A FENCE
 MS0247'LINE.  A STANDARD DISK, STAMPED R 89 1934 AND SET IN THE TOP OF A
 MS0247'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0075 ***********************************************************************
 MS0075  DESIGNATION -  R 9
 MS0075  PID         -  MS0075
 MS0075  STATE/COUNTY-  UT/BOX ELDER
 MS0075  COUNTRY     -  US
 MS0075  USGS QUAD   -  PUBLIC SHOOTING GROUNDS (2017)
 MS0075
 MS0075                         *CURRENT SURVEY CONTROL
 MS0075  ______________________________________________________________________
 MS0075* NAD 83(1986) POSITION- 41 35 38.     (N) 112 18 11.     (W)   SCALED
 MS0075* NAVD 88 ORTHO HEIGHT -  1290.821 (meters)     4234.97  (feet) ADJUSTED
 MS0075  ______________________________________________________________________
 MS0075  GEOID HEIGHT    -        -16.101 (meters)                     GEOID18
 MS0075  DYNAMIC HEIGHT  -       1289.914 (meters)     4231.99  (feet) COMP
 MS0075  MODELED GRAVITY -    979,876.2   (mgal)                       NAVD 88
 MS0075
 MS0075  VERT ORDER      -  FIRST     CLASS II
 MS0075
 MS0075.The horizontal coordinates were scaled from a map and have
 MS0075.an estimated accuracy of +/- 6 seconds.
 MS0075
 MS0075.The orthometric height was determined by differential leveling and
 MS0075.adjusted by the NATIONAL GEODETIC SURVEY
 MS0075.in June 1991.
 MS0075
 MS0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0075.GEOID18 height accuracy estimate available here.
 MS0075
 MS0075.Click photographs - Photos may exist for this station.
 MS0075
 MS0075.The dynamic height is computed by dividing the NAVD 88
 MS0075.geopotential number by the normal gravity value computed on the
 MS0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0075.degrees latitude (g = 980.6199 gals.).
 MS0075
 MS0075.The modeled gravity was interpolated from observed gravity values.
 MS0075
 MS0075;                    North         East    Units  Estimated Accuracy
 MS0075;SPC UT N     - 1,140,300.      433,050.      MT  (+/- 180 meters Scaled)
 MS0075
 MS0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM913055(NAD 83)
 MS0075
 MS0075                          SUPERSEDED SURVEY CONTROL
 MS0075
 MS0075  NGVD 29 (??/??/92) 1289.825  (m)         4231.70   (f) ADJ UNCH    1 2
 MS0075
 MS0075.Superseded values are not recommended for survey control.
 MS0075
 MS0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0075.See file dsdata.pdf to determine how the superseded data were derived.
 MS0075
 MS0075_MARKER: V = STONE MONUMENT
 MS0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0075+STABILITY: SURFACE MOTION
 MS0075
 MS0075  HISTORY     - Date     Condition        Report By
 MS0075  HISTORY     - 1911     MONUMENTED       CGS
 MS0075  HISTORY     - 1953     GOOD             CGS
 MS0075  HISTORY     - 1984     MARK NOT FOUND   NGS
 MS0075
 MS0075                          STATION DESCRIPTION
 MS0075
 MS0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0075'11.1 MI W FROM CORINNE.
 MS0075'0.2 MILE NORTH ALONG FOURTH STREET FROM THE PUBLIC SCHOOL AT CORINNE,
 MS0075'THENCE 10.4 MILES WEST ALONG STATE HIGHWAY 83, THENCE 0.4 MILE SOUTH
 MS0075'ALONG A GRAVELED ROAD, THENCE 0.1 MILE WEST ALONG THE ABANDONED
 MS0075'SOUTHERN PACIFIC COMPANY RAILROAD.  0.4 MILE WEST OF MILEPOLE 791,
 MS0075'0.15 MILE EAST OF A BRIDGE OVER A SMALL CREEK, ON THE SLOPE OF THE
 MS0075'NORTHEAST BANK OF A WIDE SALT FLAT, 88 1/2 FEET NORTH OF AND ACROSS
 MS0075'THE OLD RAILROAD BED FROM A TELEPHONE POLE MARKED BY THE WHITE PAINTED
 MS0075'LETTERS BM, 50 FEET NORTH OF THE CENTER LINE OF THE RAILROAD BED, 19
 MS0075'FEET NORTHEAST OF THE NORTHEAST EDGE OF THE FLAT, 1.4 FEET EAST OF A
 MS0075'WITNESS POST, ABOUT 5 FEET HIGHER THAN THE RAILROAD BED, AND FLANKED
 MS0075'BY THE CHISELED LETTERS USBM IN THE TOP OF A SANDSTONE POST PROJECTING
 MS0075'0.3 FOOT ABOVE THE GROUND.
 MS0075
 MS0075                          STATION RECOVERY (1984)
 MS0075
 MS0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0075'NOT RECOVERED.  AREA WAS FLOODED AT TIME OF RECOVERY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0539 ***********************************************************************
 LO0539  DESIGNATION -  R 90
 LO0539  PID         -  LO0539
 LO0539  STATE/COUNTY-  UT/DAVIS
 LO0539  COUNTRY     -  US
 LO0539  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0539
 LO0539                         *CURRENT SURVEY CONTROL
 LO0539  ______________________________________________________________________
 LO0539* NAD 83(1986) POSITION- 40 52 29.46   (N) 111 54 21.02   (W)   HD_HELD1
 LO0539* NAVD 88 ORTHO HEIGHT -  1307.586 (meters)     4289.97  (feet) ADJUSTED
 LO0539  ______________________________________________________________________
 LO0539  GEOID HEIGHT    -        -16.708 (meters)                     GEOID18
 LO0539  DYNAMIC HEIGHT  -       1306.573 (meters)     4286.65  (feet) COMP
 LO0539  MODELED GRAVITY -    979,805.2   (mgal)                       NAVD 88
 LO0539  OBS GRAVITY     -    979,807.5   (mgal)                       GRAV_OBS
 LO0539
 LO0539  VERT ORDER      -  FIRST     CLASS I
 LO0539
 LO0539.The horizontal coordinates were determined by differentially corrected
 LO0539.hand held GPS observations or other comparable positioning techniques
 LO0539.and have an estimated accuracy of +/- 3 meters.
 LO0539
 LO0539.The orthometric height was determined by differential leveling and
 LO0539.adjusted by the NATIONAL GEODETIC SURVEY
 LO0539.in June 1991.
 LO0539
 LO0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0539.GEOID18 height accuracy estimate available here.
 LO0539
 LO0539.Click photographs - Photos may exist for this station.
 LO0539
 LO0539.The dynamic height is computed by dividing the NAVD 88
 LO0539.geopotential number by the normal gravity value computed on the
 LO0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0539.degrees latitude (g = 980.6199 gals.).
 LO0539
 LO0539.The modeled gravity was interpolated from observed gravity values.
 LO0539
 LO0539.The observed gravity was obtained from relative gravimeter ties
 LO0539.to the IGSN71 gravity network.
 LO0539
 LO0539;                    North         East    Units  Estimated Accuracy
 LO0539;SPC UT N     - 1,060,214.7     465,791.0     MT  (+/- 3 meters HH1 GPS) 
 LO0539
 LO0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2367325259(NAD 83)
 LO0539
 LO0539                          SUPERSEDED SURVEY CONTROL
 LO0539
 LO0539  NGVD 29 (??/??/92) 1306.640  (m)         4286.87   (f) ADJ UNCH    1 1
 LO0539
 LO0539.Superseded values are not recommended for survey control.
 LO0539
 LO0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0539.See file dsdata.pdf to determine how the superseded data were derived.
 LO0539
 LO0539_MARKER: DB = BENCH MARK DISK
 LO0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0539_STAMPING: R 90 1953
 LO0539_MARK LOGO: CGS
 LO0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0539+STABILITY: SURFACE MOTION
 LO0539
 LO0539  HISTORY     - Date     Condition        Report By
 LO0539  HISTORY     - 1953     MONUMENTED       CGS
 LO0539  HISTORY     - 1967     GOOD             CGS
 LO0539
 LO0539                          STATION DESCRIPTION
 LO0539
 LO0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0539'0.7 MI S FROM WOODS CROSS.
 LO0539'0.7 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LO0539'WOODS CROSS, AT THE CROSSING OF 1500 SOUTH STREET, 36.4 FEET WEST OF
 LO0539'THE WEST RAIL OF THE WEST TRACK, 48 FEET NORTH OF THE CENTER LINE OF
 LO0539'THE STREET, 121.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO
 LO0539'STORY FRAME HOUSE, 10 FEET NORTH OF A FENCE CORNER, 43.6 FEET EAST OF
 LO0539'THE NORTHEAST LEG OF THE STEEL TOWER OF A POWER TRANSMISSION LINE, 22
 LO0539'FEET NORTH OF A POWER POLE, 1.3 FEET WEST OF A FENCE, 1.6 FEET SOUTH
 LO0539'OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND SET IN
 LO0539'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0414 ***********************************************************************
 MR0414  DESIGNATION -  R 91
 MR0414  PID         -  MR0414
 MR0414  STATE/COUNTY-  UT/DAVIS
 MR0414  COUNTRY     -  US
 MR0414  USGS QUAD   -  KAYSVILLE (2017)
 MR0414
 MR0414                         *CURRENT SURVEY CONTROL
 MR0414  ______________________________________________________________________
 MR0414* NAD 83(1986) POSITION- 41 02 37.2    (N) 111 57 20.7    (W)   HD_HELD2
 MR0414* NAVD 88 ORTHO HEIGHT -  1314.901 (meters)     4313.97  (feet) ADJUSTED
 MR0414  ______________________________________________________________________
 MR0414  GEOID HEIGHT    -        -16.829 (meters)                     GEOID18
 MR0414  DYNAMIC HEIGHT  -       1313.890 (meters)     4310.65  (feet) COMP
 MR0414  MODELED GRAVITY -    979,810.2   (mgal)                       NAVD 88
 MR0414
 MR0414  VERT ORDER      -  FIRST     CLASS I
 MR0414
 MR0414.The horizontal coordinates were established by autonomous hand held GPS
 MR0414.observations and have an estimated accuracy of +/- 10 meters.
 MR0414
 MR0414.The orthometric height was determined by differential leveling and
 MR0414.adjusted by the NATIONAL GEODETIC SURVEY
 MR0414.in June 1991.
 MR0414
 MR0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0414.GEOID18 height accuracy estimate available here.
 MR0414
 MR0414.Click photographs - Photos may exist for this station.
 MR0414
 MR0414.The dynamic height is computed by dividing the NAVD 88
 MR0414.geopotential number by the normal gravity value computed on the
 MR0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0414.degrees latitude (g = 980.6199 gals.).
 MR0414
 MR0414.The modeled gravity was interpolated from observed gravity values.
 MR0414
 MR0414;                    North         East    Units  Estimated Accuracy
 MR0414;SPC UT N     - 1,078,982.      461,682.      MT  (+/- 10 meters HH2 GPS)
 MR0414
 MR0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1967244044(NAD 83)
 MR0414
 MR0414                          SUPERSEDED SURVEY CONTROL
 MR0414
 MR0414  NGVD 29 (??/??/92) 1313.929  (m)         4310.78   (f) ADJ UNCH    1 1
 MR0414
 MR0414.Superseded values are not recommended for survey control.
 MR0414
 MR0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0414.See file dsdata.pdf to determine how the superseded data were derived.
 MR0414
 MR0414_MARKER: DB = BENCH MARK DISK
 MR0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0414_STAMPING: R 91 1953
 MR0414_MARK LOGO: CGS
 MR0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0414+STABILITY: SURFACE MOTION
 MR0414
 MR0414  HISTORY     - Date     Condition        Report By
 MR0414  HISTORY     - 1953     MONUMENTED       CGS
 MR0414  HISTORY     - 1967     GOOD             CGS
 MR0414
 MR0414                          STATION DESCRIPTION
 MR0414
 MR0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0414'0.4 MI NW FROM KAYSVILLE.
 MR0414'0.4 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING
 MR0414'OF 2ND NORTH AVENUE AT KAYSVILLE, 4 POLES SOUTHEAST OF MILEPOLE 15.75,
 MR0414'6 POLES NORTHWEST OF MILEPOLE 16, 39.6 FEET NORTHEAST OF THE NORTHEAST
 MR0414'RAIL OF THE NORTHEAST TRACK, 19 FEET NORTH OF THE 6TH TELEPHONE POLE
 MR0414'NORTHWEST OF THE MILEPOLE AND BEARING A PHONE BOX, 101 FEET SOUTHWEST
 MR0414'OF THE CENTER LINE OF THE SOUTHWEST LANES OF U.S. HIGHWAY 91, 66 FEET
 MR0414'NORTHWEST OF THE CENTER OF THE NORTHEAST END OF CULVERT 15.84, 2.5
 MR0414'FEET NORTHEAST OF A FENCE, 1.8 FEET NORTHWEST OF A WITNESS POST, 1.0
 MR0414'FOOT SOUTHEAST OF A WITNESS POST, ABOUT 5 FEET LOWER THAN THE TRACK,
 MR0414'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 MR0414'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0132 ***********************************************************************
 MS0132  DESIGNATION -  R 92
 MS0132  PID         -  MS0132
 MS0132  STATE/COUNTY-  UT/WEBER
 MS0132  COUNTRY     -  US
 MS0132  USGS QUAD   -  PLAIN CITY (2017)
 MS0132
 MS0132                         *CURRENT SURVEY CONTROL
 MS0132  ______________________________________________________________________
 MS0132* NAD 83(1986) POSITION- 41 18 07.     (N) 112 00 26.     (W)   SCALED
 MS0132* NAVD 88 ORTHO HEIGHT -  1310.109 (meters)     4298.25  (feet) ADJUSTED
 MS0132  ______________________________________________________________________
 MS0132  GEOID HEIGHT    -        -16.566 (meters)                     GEOID18
 MS0132  DYNAMIC HEIGHT  -       1309.130 (meters)     4295.04  (feet) COMP
 MS0132  MODELED GRAVITY -    979,831.5   (mgal)                       NAVD 88
 MS0132
 MS0132  VERT ORDER      -  FIRST     CLASS I
 MS0132
 MS0132.The horizontal coordinates were scaled from a map and have
 MS0132.an estimated accuracy of +/- 6 seconds.
 MS0132
 MS0132.The orthometric height was determined by differential leveling and
 MS0132.adjusted by the NATIONAL GEODETIC SURVEY
 MS0132.in June 1991.
 MS0132
 MS0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0132.GEOID18 height accuracy estimate available here.
 MS0132
 MS0132.Click photographs - Photos may exist for this station.
 MS0132
 MS0132.The dynamic height is computed by dividing the NAVD 88
 MS0132.geopotential number by the normal gravity value computed on the
 MS0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0132.degrees latitude (g = 980.6199 gals.).
 MS0132
 MS0132.The modeled gravity was interpolated from observed gravity values.
 MS0132
 MS0132;                    North         East    Units  Estimated Accuracy
 MS0132;SPC UT N     - 1,107,690.      457,520.      MT  (+/- 180 meters Scaled)
 MS0132
 MS0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL156727(NAD 83)
 MS0132
 MS0132                          SUPERSEDED SURVEY CONTROL
 MS0132
 MS0132  NGVD 29 (??/??/92) 1309.109  (m)         4294.97   (f) ADJ UNCH    1 1
 MS0132
 MS0132.Superseded values are not recommended for survey control.
 MS0132
 MS0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0132.See file dsdata.pdf to determine how the superseded data were derived.
 MS0132
 MS0132_MARKER: DB = BENCH MARK DISK
 MS0132_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0132_SP_SET: CULVERT HEADWALL
 MS0132_STAMPING: R 92 1953
 MS0132_MARK LOGO: CGS
 MS0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0132+STABILITY: SURFACE MOTION
 MS0132
 MS0132  HISTORY     - Date     Condition        Report By
 MS0132  HISTORY     - 1953     MONUMENTED       CGS
 MS0132  HISTORY     - 1960     GOOD             CGS
 MS0132  HISTORY     - 19870301 MARK NOT FOUND   USGS
 MS0132
 MS0132                          STATION DESCRIPTION
 MS0132
 MS0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0132'6.0 MI N FROM OGDEN.
 MS0132'6.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MS0132'OGDEN, 5 RAILS NORTHWEST OF MILEPOLE 6, AT 18-INCH CAST IRON PIPE
 MS0132'CULVERT 6.05, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 MS0132'CONCRETE HEAD WALL, 13.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND
 MS0132'ABOUT 1 FOOT HIGHER THAN THE TRACK.
 MS0132
 MS0132                          STATION RECOVERY (1960)
 MS0132
 MS0132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 MS0132'RECOVERED IN GOOD CONDITION.
 MS0132
 MS0132                          STATION RECOVERY (1987)
 MS0132
 MS0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (GH)
 MS0132'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0060 ***********************************************************************
 MS0060  DESIGNATION -  R 93
 MS0060  PID         -  MS0060
 MS0060  STATE/COUNTY-  UT/BOX ELDER
 MS0060  COUNTRY     -  US
 MS0060  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0060
 MS0060                         *CURRENT SURVEY CONTROL
 MS0060  ______________________________________________________________________
 MS0060* NAD 83(1986) POSITION- 41 32 49.     (N) 112 06 36.     (W)   SCALED
 MS0060* NAVD 88 ORTHO HEIGHT -  1290.587 (meters)     4234.20  (feet) ADJUSTED
 MS0060  ______________________________________________________________________
 MS0060  GEOID HEIGHT    -        -16.229 (meters)                     GEOID18
 MS0060  DYNAMIC HEIGHT  -       1289.658 (meters)     4231.15  (feet) COMP
 MS0060  MODELED GRAVITY -    979,859.0   (mgal)                       NAVD 88
 MS0060
 MS0060  VERT ORDER      -  FIRST     CLASS II
 MS0060
 MS0060.The horizontal coordinates were scaled from a map and have
 MS0060.an estimated accuracy of +/- 6 seconds.
 MS0060
 MS0060.The orthometric height was determined by differential leveling and
 MS0060.adjusted by the NATIONAL GEODETIC SURVEY
 MS0060.in June 1991.
 MS0060
 MS0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0060.GEOID18 height accuracy estimate available here.
 MS0060
 MS0060.Click photographs - Photos may exist for this station.
 MS0060
 MS0060.The dynamic height is computed by dividing the NAVD 88
 MS0060.geopotential number by the normal gravity value computed on the
 MS0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0060.degrees latitude (g = 980.6199 gals.).
 MS0060
 MS0060.The modeled gravity was interpolated from observed gravity values.
 MS0060
 MS0060;                    North         East    Units  Estimated Accuracy
 MS0060;SPC UT N     - 1,134,950.      449,110.      MT  (+/- 180 meters Scaled)
 MS0060
 MS0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM074000(NAD 83)
 MS0060
 MS0060                          SUPERSEDED SURVEY CONTROL
 MS0060
 MS0060  NGVD 29 (??/??/92) 1289.587  (m)         4230.92   (f) ADJ UNCH    1 2
 MS0060
 MS0060.Superseded values are not recommended for survey control.
 MS0060
 MS0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0060.See file dsdata.pdf to determine how the superseded data were derived.
 MS0060
 MS0060_MARKER: DB = BENCH MARK DISK
 MS0060_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MS0060_SP_SET: BUILDING WALL
 MS0060_STAMPING: R 93 1953
 MS0060_MARK LOGO: CGS
 MS0060_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0060+STABILITY: POSITION/ELEVATION WELL
 MS0060
 MS0060  HISTORY     - Date     Condition        Report By
 MS0060  HISTORY     - 1953     MONUMENTED       CGS
 MS0060  HISTORY     - 1984     GOOD             NGS
 MS0060
 MS0060                          STATION DESCRIPTION
 MS0060
 MS0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0060'IN CORINNE.
 MS0060'AT CORINNE, AT THE PUBLIC SCHOOL, SET VERTICALLY IN THE EAST CONCRETE
 MS0060'FOUNDATION WALL, 1.3 FEET SOUTH OF THE NORTHEAST CORNER, 0.5 FOOT
 MS0060'BELOW THE BOTTOM OF THE BRICK WALL, AND 2.9 FEET ABOVE THE GROUND.
 MS0060
 MS0060                          STATION RECOVERY (1984)
 MS0060
 MS0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0060'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.23 KM
 MS0060'(6.36 MI) NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE IN
 MS0060'BRIGHAM CITY, SET VERTICALLY IN THE SOUTHEAST FACE OF THE NORTH CORNER
 MS0060'OF THE CORINNE PUBLIC SCHOOL, 20.4 METERS (67 FT) NORTHWEST OF THE
 MS0060'CENTER OF 3900 WEST STREET AND 0.5 METER (1.5 FT) SOUTHWEST OF THE
 MS0060'NORTHEAST CORNER OF THE BUILDING.  NOTE--THE FOUNDATION IS CRACKED.
 MS0060'THE MARK IS 0.8 M ABOVE THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0184 ***********************************************************************
 MS0184  DESIGNATION -  R 94
 MS0184  PID         -  MS0184
 MS0184  STATE/COUNTY-  UT/BOX ELDER
 MS0184  COUNTRY     -  US
 MS0184  USGS QUAD   -  SUNSET PASS (2017)
 MS0184
 MS0184                         *CURRENT SURVEY CONTROL
 MS0184  ______________________________________________________________________
 MS0184* NAD 83(1986) POSITION- 41 37 40.     (N) 112 31 57.     (W)   SCALED
 MS0184* NAVD 88 ORTHO HEIGHT -  1487.942 (meters)     4881.69  (feet) ADJUSTED
 MS0184  ______________________________________________________________________
 MS0184  GEOID HEIGHT    -        -15.704 (meters)                     GEOID18
 MS0184  DYNAMIC HEIGHT  -       1486.888 (meters)     4878.23  (feet) COMP
 MS0184  MODELED GRAVITY -    979,862.4   (mgal)                       NAVD 88
 MS0184
 MS0184  VERT ORDER      -  FIRST     CLASS II
 MS0184
 MS0184.The horizontal coordinates were scaled from a map and have
 MS0184.an estimated accuracy of +/- 6 seconds.
 MS0184
 MS0184.The orthometric height was determined by differential leveling and
 MS0184.adjusted by the NATIONAL GEODETIC SURVEY
 MS0184.in June 1991.
 MS0184
 MS0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0184.GEOID18 height accuracy estimate available here.
 MS0184
 MS0184.Click photographs - Photos may exist for this station.
 MS0184
 MS0184.The dynamic height is computed by dividing the NAVD 88
 MS0184.geopotential number by the normal gravity value computed on the
 MS0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0184.degrees latitude (g = 980.6199 gals.).
 MS0184
 MS0184.The modeled gravity was interpolated from observed gravity values.
 MS0184
 MS0184;                    North         East    Units  Estimated Accuracy
 MS0184;SPC UT N     - 1,144,260.      413,960.      MT  (+/- 180 meters Scaled)
 MS0184
 MS0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM723095(NAD 83)
 MS0184
 MS0184                          SUPERSEDED SURVEY CONTROL
 MS0184
 MS0184  NGVD 29 (??/??/92) 1486.920  (m)         4878.34   (f) ADJ UNCH    1 2
 MS0184
 MS0184.Superseded values are not recommended for survey control.
 MS0184
 MS0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0184.See file dsdata.pdf to determine how the superseded data were derived.
 MS0184
 MS0184_MARKER: DB = BENCH MARK DISK
 MS0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0184_STAMPING: R 94 1953
 MS0184_MARK LOGO: CGS
 MS0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0184+STABILITY: SURFACE MOTION
 MS0184
 MS0184  HISTORY     - Date     Condition        Report By
 MS0184  HISTORY     - 1953     MONUMENTED       CGS
 MS0184
 MS0184                          STATION DESCRIPTION
 MS0184
 MS0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0184'1.2 MI NE FROM PROMONTORY.
 MS0184'1.2 MILES NORTHEAST ALONG A COUNTY GRAVELED ROAD FROM THE GOLDEN SPIKE
 MS0184'MONUMENT AT PROMONTORY, BETWEEN THE ROAD AND THE ABANDONED SOUTHERN
 MS0184'PACIFIC COMPANY RAILROAD, 50 1/2 FEET SOUTHWEST OF MILEPOLE 774, IN
 MS0184'LINE WITH A ROW OF POLES, 46.3 FEET WEST OF THE CENTER OF THE
 MS0184'NORTHWEST END OF A 36-INCH CORRUGATED METAL PIPE CULVERT, 43 1/2 FEET
 MS0184'NORTHWEST OF THE CENTER LINE OF THE ROAD, 37 FEET SOUTHEAST OF THE
 MS0184'CENTER LINE OF THE OLD RAILROAD BED, 1.5 FEET NORTHEAST OF A WITNESS
 MS0184'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 MS0184'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0285 ***********************************************************************
 MS0285  DESIGNATION -  R 95
 MS0285  PID         -  MS0285
 MS0285  STATE/COUNTY-  UT/BOX ELDER
 MS0285  COUNTRY     -  US
 MS0285  USGS QUAD   -  HOGUP BAR (2017)
 MS0285
 MS0285                         *CURRENT SURVEY CONTROL
 MS0285  ______________________________________________________________________
 MS0285* NAD 83(1986) POSITION- 41 36 22.     (N) 113 13 42.     (W)   SCALED
 MS0285* NAVD 88 ORTHO HEIGHT -  1417.236 (meters)     4649.72  (feet) ADJUSTED
 MS0285  ______________________________________________________________________
 MS0285  GEOID HEIGHT    -        -15.928 (meters)                     GEOID18
 MS0285  DYNAMIC HEIGHT  -       1416.263 (meters)     4646.52  (feet) COMP
 MS0285  MODELED GRAVITY -    979,886.4   (mgal)                       NAVD 88
 MS0285
 MS0285  VERT ORDER      -  FIRST     CLASS II
 MS0285
 MS0285.The horizontal coordinates were scaled from a map and have
 MS0285.an estimated accuracy of +/- 6 seconds.
 MS0285
 MS0285.The orthometric height was determined by differential leveling and
 MS0285.adjusted by the NATIONAL GEODETIC SURVEY
 MS0285.in June 1991.
 MS0285
 MS0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0285.GEOID18 height accuracy estimate available here.
 MS0285
 MS0285.Click photographs - Photos may exist for this station.
 MS0285
 MS0285.The dynamic height is computed by dividing the NAVD 88
 MS0285.geopotential number by the normal gravity value computed on the
 MS0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0285.degrees latitude (g = 980.6199 gals.).
 MS0285
 MS0285.The modeled gravity was interpolated from observed gravity values.
 MS0285
 MS0285;                    North         East    Units  Estimated Accuracy
 MS0285;SPC UT N     - 1,142,780.      355,940.      MT  (+/- 180 meters Scaled)
 MS0285
 MS0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM143084(NAD 83)
 MS0285
 MS0285                          SUPERSEDED SURVEY CONTROL
 MS0285
 MS0285  NGVD 29 (??/??/92) 1416.196  (m)         4646.30   (f) ADJ UNCH    1 2
 MS0285
 MS0285.Superseded values are not recommended for survey control.
 MS0285
 MS0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0285.See file dsdata.pdf to determine how the superseded data were derived.
 MS0285
 MS0285_MARKER: DB = BENCH MARK DISK
 MS0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0285_STAMPING: R 95 1953
 MS0285_MARK LOGO: CGS
 MS0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0285+STABILITY: SURFACE MOTION
 MS0285
 MS0285  HISTORY     - Date     Condition        Report By
 MS0285  HISTORY     - 1953     MONUMENTED       CGS
 MS0285
 MS0285                          STATION DESCRIPTION
 MS0285
 MS0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0285'13.4 MI SW FROM KELTON.
 MS0285'13.4 MILES SOUTHWEST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0285'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0285'KELTON, 0.15 MILE (6-1/2 POLES) NORTHEAST OF MILEPOLE 720, 0.1 MILE
 MS0285'NORTHEAST OF THE INTERSECTION OF A NORTH-SOUTH DIRT ROAD, AT THE
 MS0285'SOUTHWEST END OF A LONG CUT, 217 1/2 FEET EAST OF AND ACROSS THE ROAD
 MS0285'FROM TELEPHONE POLE 35B, 50 FEET SOUTHEAST OF THE CENTER LINE OF THE
 MS0285'ROAD, 33 FEET NORTHEAST OF THE CENTER LINE OF A DIM GRADED ROAD, 13
 MS0285'FEET NORTH OF THE CENTER LINE OF A DIM TRACK ROAD, 1.5 FEET SOUTHWEST
 MS0285'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE GRAVELED ROAD, AND SET
 MS0285'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0344 ***********************************************************************
 MS0344  DESIGNATION -  R 96
 MS0344  PID         -  MS0344
 MS0344  STATE/COUNTY-  UT/BOX ELDER
 MS0344  COUNTRY     -  US
 MS0344  USGS QUAD   -  BOVINE (2017)
 MS0344
 MS0344                         *CURRENT SURVEY CONTROL
 MS0344  ______________________________________________________________________
 MS0344* NAD 83(1986) POSITION- 41 27 04.     (N) 113 39 03.     (W)   SCALED
 MS0344* NAVD 88 ORTHO HEIGHT -  1330.536 (meters)     4365.27  (feet) ADJUSTED
 MS0344  ______________________________________________________________________
 MS0344  GEOID HEIGHT    -        -16.459 (meters)                     GEOID18
 MS0344  DYNAMIC HEIGHT  -       1329.612 (meters)     4362.24  (feet) COMP
 MS0344  MODELED GRAVITY -    979,883.1   (mgal)                       NAVD 88
 MS0344
 MS0344  VERT ORDER      -  FIRST     CLASS II
 MS0344
 MS0344.The horizontal coordinates were scaled from a map and have
 MS0344.an estimated accuracy of +/- 6 seconds.
 MS0344
 MS0344.The orthometric height was determined by differential leveling and
 MS0344.adjusted by the NATIONAL GEODETIC SURVEY
 MS0344.in June 1991.
 MS0344
 MS0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0344.GEOID18 height accuracy estimate available here.
 MS0344
 MS0344.Click photographs - Photos may exist for this station.
 MS0344
 MS0344.The dynamic height is computed by dividing the NAVD 88
 MS0344.geopotential number by the normal gravity value computed on the
 MS0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0344.degrees latitude (g = 980.6199 gals.).
 MS0344
 MS0344.The modeled gravity was interpolated from observed gravity values.
 MS0344
 MS0344;                    North         East    Units  Estimated Accuracy
 MS0344;SPC UT N     - 1,126,350.      320,300.      MT  (+/- 180 meters Scaled)
 MS0344
 MS0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL785922(NAD 83)
 MS0344
 MS0344                          SUPERSEDED SURVEY CONTROL
 MS0344
 MS0344  NGVD 29 (??/??/92) 1329.513  (m)         4361.91   (f) ADJ UNCH    1 2
 MS0344
 MS0344.Superseded values are not recommended for survey control.
 MS0344
 MS0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0344.See file dsdata.pdf to determine how the superseded data were derived.
 MS0344
 MS0344_MARKER: DB = BENCH MARK DISK
 MS0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0344_STAMPING: R 96 1953
 MS0344_MARK LOGO: CGS
 MS0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0344+STABILITY: SURFACE MOTION
 MS0344
 MS0344  HISTORY     - Date     Condition        Report By
 MS0344  HISTORY     - 1953     MONUMENTED       CGS
 MS0344
 MS0344                          STATION DESCRIPTION
 MS0344
 MS0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0344'5.5 MI SW FROM WATERCRESS.
 MS0344'5.5 MILES SOUTHWEST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0344'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0344'WATERCRESS, 0.4 MILE NORTHEAST OF A WOODEN BRIDGE, 5-3/4 POLES
 MS0344'NORTHEAST OF MILEPOLE 694, AT A LONG FILL, 147 1/2 FEET EAST OF AND
 MS0344'ACROSS THE ROAD FROM TELEPHONE POLE 25B, 110 1/2 FEET SOUTHEAST OF AND
 MS0344'ACROSS THE ROAD FROM A TELEPHONE POLE MARKED BY THE WHITE PAINTED
 MS0344'LETTERS BM, 59 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.5
 MS0344'FEET NORTHEAST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE ROAD,
 MS0344'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 MS0344'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0769 ***********************************************************************
 MS0769  DESIGNATION -  RACE ET
 MS0769  PID         -  MS0769
 MS0769  STATE/COUNTY-  UT/BOX ELDER
 MS0769  COUNTRY     -  US
 MS0769  USGS QUAD   -  TANGENT PEAK (2017)
 MS0769
 MS0769                         *CURRENT SURVEY CONTROL
 MS0769  ______________________________________________________________________
 MS0769* NAD 83(1994) POSITION- 41 29 48.46750(N) 113 07 45.89510(W)   ADJUSTED
 MS0769* NAVD 88 ORTHO HEIGHT -  2017.2   (meters)     6618.    (feet) VERTCON3
 MS0769  ______________________________________________________________________
 MS0769  GEOID HEIGHT    -        -16.093 (meters)                     GEOID18
 MS0769  LAPLACE CORR    -         -3.66  (seconds)                    DEFLEC18
 MS0769  HORZ ORDER      -  SECOND
 MS0769
 MS0769.The horizontal coordinates were established by classical geodetic methods
 MS0769.and adjusted by the National Geodetic Survey in November 1997.
 MS0769
 MS0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0769
 MS0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0769.GEOID18 height accuracy estimate available here.
 MS0769
 MS0769.Click photographs - Photos may exist for this station.
 MS0769
 MS0769.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0769
 MS0769. The following values were computed from the NAD 83(1994) position.
 MS0769
 MS0769;                    North         East     Units Scale Factor Converg.
 MS0769;SPC UT N     - 1,130,479.591   363,955.954   MT  0.99996604   -1 04 27.7
 MS0769;SPC UT N     - 3,708,915.12  1,194,078.83   sFT  0.99996604   -1 04 27.7
 MS0769;UTM  12      - 4,596,097.540   322,259.271   MT  0.99998879   -1 24 40.6
 MS0769
 MS0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0769!SPC UT N     -   0.99968623  x   0.99996604  =   0.99965228
 MS0769!UTM  12      -   0.99968623  x   0.99998879  =   0.99967502
 MS0769
 MS0769:                Primary Azimuth Mark                     Grid Az
 MS0769:SPC UT N     -  TERRACE                                  246 55 18.2
 MS0769:UTM  12      -  TERRACE                                  247 15 31.1
 MS0769
 MS0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL2225996097(NAD 83)
 MS0769
 MS0769|---------------------------------------------------------------------|
 MS0769| PID    Reference Object                     Distance      Geod. Az  |
 MS0769|                                                           dddmmss.s |
 MS0769| MS0768 TERRACE                             APPROX. 4.1 KM 2455050.5 |
 MS0769|---------------------------------------------------------------------|
 MS0769
 MS0769                          SUPERSEDED SURVEY CONTROL
 MS0769
 MS0769  NAD 83(1986)-  41 29 48.45775(N)    113 07 45.88053(W) AD(       ) 2
 MS0769  NAD 27      -  41 29 48.72891(N)    113 07 42.92377(W) AD(       ) 2
 MS0769  NGVD 29 (07/19/86) 2016.1    (m)         6614.     (f) VERT ANG       
 MS0769
 MS0769.Superseded values are not recommended for survey control.
 MS0769
 MS0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0769.See file dsdata.pdf to determine how the superseded data were derived.
 MS0769
 MS0769_MARKER: DD = SURVEY DISK
 MS0769_SETTING: 66 = SET IN ROCK OUTCROP
 MS0769_STAMPING: RACE ET 1966
 MS0769_MARK LOGO: USGS
 MS0769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0769+STABILITY: POSITION/ELEVATION WELL
 MS0769
 MS0769  HISTORY     - Date     Condition        Report By
 MS0769  HISTORY     - 1966     MONUMENTED       USGS
 MS0769
 MS0769                          STATION DESCRIPTION
 MS0769
 MS0769'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (RDM)
 MS0769'LOCATED ABOUT 24.5 MI. (AIRLINE) SE. OF PARK VALLEY.  ABOUT 18.5
 MS0769'MI. SW. OF LOCOMOTIVE SPRINGS.  ABOUT 16.5 MI. N. OF HOGUP
 MS0769'SIDING.  ON THE N. END OF THE E. RANGE OF TWO RANGES IN THE
 MS0769'TERRACE MOUNTAINS.  39.8 FT. NE. OF HIGHEST POINT OF TOP AND 2.13
 MS0769'FT. LOWER.
 MS0769'
 MS0769'REACHED BY HELICOPTER.  IT APPEARS STATION MIGHT BE DRIVEN TO
 MS0769'FROM THE W. SIDE WITH 4-WHEEL DRIVE VEHICLE.
 MS0769'
 MS0769'STATION MARK--AN ALUMINUM TABLET STAMPED ET RACE 1966 SET IN
 MS0769'A SMALL ROCK OUTCROPPING.
 MS0769'
 MS0769'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0739 ***********************************************************************
 LO0739  DESIGNATION -  RACETRACK
 LO0739  PID         -  LO0739
 LO0739  STATE/COUNTY-  UT/WASATCH
 LO0739  COUNTRY     -  US
 LO0739  USGS QUAD   -  CO-OP CREEK (2017)
 LO0739
 LO0739                         *CURRENT SURVEY CONTROL
 LO0739  ______________________________________________________________________
 LO0739* NAD 83(1994) POSITION- 40 18 34.00299(N) 111 07 49.83092(W)   ADJUSTED
 LO0739* NAVD 88 ORTHO HEIGHT -  3168.8   (meters)    10396.    (feet) VERTCON3
 LO0739  ______________________________________________________________________
 LO0739  GEOID HEIGHT    -        -15.232 (meters)                     GEOID18
 LO0739  LAPLACE CORR    -          4.70  (seconds)                    DEFLEC18
 LO0739  HORZ ORDER      -  FIRST
 LO0739
 LO0739.The horizontal coordinates were established by classical geodetic methods
 LO0739.and adjusted by the National Geodetic Survey in November 1997.
 LO0739
 LO0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0739
 LO0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0739.GEOID18 height accuracy estimate available here.
 LO0739
 LO0739.Click photographs - Photos may exist for this station.
 LO0739
 LO0739.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0739
 LO0739. The following values were computed from the NAD 83(1994) position.
 LO0739
 LO0739;                    North         East     Units Scale Factor Converg.
 LO0739;SPC UT C     - 2,219,453.376   531,407.216   MT  0.99993305   +0 14 12.1
 LO0739;SPC UT C     - 7,281,656.62  1,743,458.51   sFT  0.99993305   +0 14 12.1
 LO0739;UTM  12      - 4,462,111.708   488,910.274   MT  0.99960151   -0 05 03.9
 LO0739
 LO0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0739!SPC UT C     -   0.99950553  x   0.99993305  =   0.99943861
 LO0739!UTM  12      -   0.99950553  x   0.99960151  =   0.99910724
 LO0739
 LO0739:                Primary Azimuth Mark                     Grid Az
 LO0739:SPC UT C     -  RACETRACK AZ MK                          204 22 56.9
 LO0739:UTM  12      -  RACETRACK AZ MK                          204 42 12.9
 LO0739
 LO0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK8891062111(NAD 83)
 LO0739
 LO0739|---------------------------------------------------------------------|
 LO0739| PID    Reference Object                     Distance      Geod. Az  |
 LO0739|                                                           dddmmss.s |
 LO0739| CM5821 RACETRACK RM 1                       17.329 METERS 13004     |
 LO0739| CM5820 RACETRACK AZ MK                                    2043709.0 |
 LO0739| CM5822 RACETRACK RM 2                       11.668 METERS 29931     |
 LO0739|---------------------------------------------------------------------|
 LO0739
 LO0739                          SUPERSEDED SURVEY CONTROL
 LO0739
 LO0739  NAD 83(1993)-  40 18 34.00235(N)    111 07 49.82939(W) AD(       ) 1
 LO0739  NAD 83(1986)-  40 18 33.98999(N)    111 07 49.82162(W) AD(       ) 1
 LO0739  NAD 27      -  40 18 34.16700(N)    111 07 47.21100(W) AD(       ) 1
 LO0739  NGVD 29 (07/19/86) 3167.3    (m)        10391.     (f) VERT ANG       
 LO0739
 LO0739.Superseded values are not recommended for survey control.
 LO0739
 LO0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0739.See file dsdata.pdf to determine how the superseded data were derived.
 LO0739
 LO0739_MARKER: DS = TRIANGULATION STATION DISK
 LO0739_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0739_STAMPING: RACETRACK 1946
 LO0739_MARK LOGO: CGS
 LO0739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0739
 LO0739  HISTORY     - Date     Condition        Report By
 LO0739  HISTORY     - 1946     MONUMENTED       CGS
 LO0739
 LO0739                          STATION DESCRIPTION
 LO0739
 LO0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO0739'STATION IS LOCATED ON THE SUMMIT OF A LONG GRASS COVERED MOUNTAIN,
 LO0739'WHICH IS MIDWAY BETWEEN STRAWBERRY RIVER AND RED CREEK AND IN
 LO0739'THE UINTA NATIONAL FOREST, APPROXIMATELY 28 MILES NORTHEAST
 LO0739'OF PROVO, 20 MILES SOUTHEAST OF HEBER, 5 MILES NORTH OF THE
 LO0739'NORTHERN END OF STRAWBERRY RESERVOIR, 200 FEET EAST OF HIGHEST
 LO0739'POINT OF MOUNTAIN, ON WHICH IS A ROCK CAIRN.  THE MARK IS A
 LO0739'BRONZE DISK WELDED TO THE TOP OF A 3-INCH PIPE WHICH PROJECTS
 LO0739'6 INCHES AND IS STAMPED--RACETRACK 1946.
 LO0739'
 LO0739'REFERENCE MARK NO. 1 IS STAMPED--RACETRACK NO 1 1946, PROJECTS
 LO0739'6 INCHES, AND IS 8 FEET LOWER THAN THE STATION MARK.
 LO0739'
 LO0739'REFERENCE MARK NO. 2 IS STAMPED--RACETRACK NO 2 1946, PROJECTS
 LO0739'3 INCHES, AND IS 2 FEET LOWER THAN STATION MARK.
 LO0739'
 LO0739'AZIMUTH MARK IS STAMPED--RACETRACK 1946, IS APPROXIMATELY 45
 LO0739'FEET EAST OF CENTER OF ROAD TO STATION, AND 150 FEET NORTHEAST
 LO0739'OF FORKS OF ROAD.  THE MARK PROJECTS 30 INCHES.
 LO0739'
 LO0739'TO REACH FROM DUCHESNE, GO WEST ON U.S. HIGHWAY 40 FOR 46.5
 LO0739'MILES, TO UTAH STATE ROAD COMMISSION BUILDINGS ON RIGHT.  CONTINUE
 LO0739'ON HIGHWAY FOR 0.3 MILE TO MOUNTAIN ROAD ON RIGHT.  TURN RIGHT
 LO0739'AND GO 0.1 MILE TO FORK.  KEEP RIGHT FORK AND GO 1.4 MILES TO
 LO0739'FORK.  TAKE LEFT FORK AND FOLLOW MAIN TRAVELED MOUNTAIN ROAD
 LO0739'FOR 3.6 MILES TO FORK.  TAKE LEFT FORK (LOWER ROAD) AND GO 1.6
 LO0739'MILES TO FORK, AND AZIMUTH MARK AS DESCRIBED ABOVE.  TAKE LEFT
 LO0739'FORK AND GO 0.25 MILE TO END OF TRUCK TRAVEL.  WITH TRUCK WITH
 LO0739'FOUR WHEEL DRIVE IT IS POSSIBLE TO DRIVE TO STATION BY
 LO0739'PICKING WAY UP HILL TO SOUTHEAST, TO TOP OF RIDGE.  TURN
 LO0739'LEFT, NORTHWEST, ALONG RIDGE TO STATION AS DESCRIBED.  A 30
 LO0739'MINUTE PACK OR FOUR WHEEL TRUCK DRIVE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0441 ***********************************************************************
 LP0441  DESIGNATION -  RAD BEAM
 LP0441  PID         -  LP0441
 LP0441  STATE/COUNTY-  UT/UTAH
 LP0441  COUNTRY     -  US
 LP0441  USGS QUAD   -  CEDAR FORT (2017)
 LP0441
 LP0441                         *CURRENT SURVEY CONTROL
 LP0441  ______________________________________________________________________
 LP0441* NAD 83(1994) POSITION- 40 16 44.66698(N) 112 04 18.64984(W)   ADJUSTED
 LP0441* NAVD 88 ORTHO HEIGHT -  1485.7   (meters)     4874.    (feet) VERTCON3
 LP0441  ______________________________________________________________________
 LP0441  GEOID HEIGHT    -        -17.409 (meters)                     GEOID18
 LP0441  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 LP0441  HORZ ORDER      -  THIRD
 LP0441
 LP0441.The horizontal coordinates were established by classical geodetic methods
 LP0441.and adjusted by the National Geodetic Survey in November 1997.
 LP0441
 LP0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0441
 LP0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0441.GEOID18 height accuracy estimate available here.
 LP0441
 LP0441.Click photographs - Photos may exist for this station.
 LP0441
 LP0441.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0441
 LP0441. The following values were computed from the NAD 83(1994) position.
 LP0441
 LP0441;                    North         East     Units Scale Factor Converg.
 LP0441;SPC UT C     - 2,216,171.773   451,370.933   MT  0.99992880   -0 21 58.7
 LP0441;SPC UT C     - 7,270,890.23  1,480,872.80   sFT  0.99992880   -0 21 58.7
 LP0441;UTM  12      - 4,459,283.527   408,880.114   MT  0.99970221   -0 41 34.8
 LP0441
 LP0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0441!SPC UT C     -   0.99976971  x   0.99992880  =   0.99969853
 LP0441!UTM  12      -   0.99976971  x   0.99970221  =   0.99947199
 LP0441
 LP0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK0888059283(NAD 83)
 LP0441
 LP0441                          SUPERSEDED SURVEY CONTROL
 LP0441
 LP0441  NAD 83(1993)-  40 16 44.66684(N)    112 04 18.64771(W) AD(       ) 3
 LP0441  NAD 83(1986)-  40 16 44.65700(N)    112 04 18.64490(W) AD(       ) 3
 LP0441  NAD 27      -  40 16 44.84704(N)    112 04 15.88154(W) AD(       ) 3
 LP0441  NGVD 29 (07/19/86) 1484.7    (m)         4871.     (f) VERT ANG       
 LP0441
 LP0441.Superseded values are not recommended for survey control.
 LP0441
 LP0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0441.See file dsdata.pdf to determine how the superseded data were derived.
 LP0441
 LP0441_MARKER: Z = SEE DESCRIPTION
 LP0441_SETTING: 0 = UNSPECIFIED SETTING
 LP0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0441
 LP0441  HISTORY     - Date     Condition        Report By
 LP0441  HISTORY     - 1955     MONUMENTED       USGS
 LP0441
 LP0441                          STATION DESCRIPTION
 LP0441
 LP0441'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LP0441'A U.S. DEPARTMENT OF COMMERCE AERONAUTICS RADIO BEAM STATION, LOCATED
 LP0441'ABOUT 1.5 MI. NE. OF FAIRFIELD, UTAH.  NUMBERS ---112 04--- AND
 LP0441'---40 16--- APPEAR PAINTED ON ROOF OF BUILDING.
 LP0441'
 LP0441'STATION MARK--CENTER OF CONTROL BUILDING.
 LP0441'
 LP0441'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0472 ***********************************************************************
 JN0472  DESIGNATION -  RAFAEL
 JN0472  PID         -  JN0472
 JN0472  STATE/COUNTY-  UT/EMERY
 JN0472  COUNTRY     -  US
 JN0472  USGS QUAD   -  TWIN KNOLLS (2017)
 JN0472
 JN0472                         *CURRENT SURVEY CONTROL
 JN0472  ______________________________________________________________________
 JN0472* NAD 83(1994) POSITION- 38 45 30.74485(N) 110 44 22.23426(W)   ADJUSTED
 JN0472* NAVD 88 ORTHO HEIGHT -  2142.    (meters)     7028.    (feet) SCALED
 JN0472  ______________________________________________________________________
 JN0472  GEOID HEIGHT    -        -18.466 (meters)                     GEOID18
 JN0472  LAPLACE CORR    -         -4.48  (seconds)                    DEFLEC18
 JN0472  HORZ ORDER      -  SECOND
 JN0472
 JN0472.The horizontal coordinates were established by classical geodetic methods
 JN0472.and adjusted by the National Geodetic Survey in November 1997.
 JN0472
 JN0472.The orthometric height was scaled from a topographic map.
 JN0472
 JN0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0472.GEOID18 height accuracy estimate available here.
 JN0472
 JN0472.Click photographs - Photos may exist for this station.
 JN0472
 JN0472.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0472
 JN0472. The following values were computed from the NAD 83(1994) position.
 JN0472
 JN0472;                    North         East     Units Scale Factor Converg.
 JN0472;SPC UT C     - 2,047,489.060   566,105.951   MT  1.00007369   +0 29 13.8
 JN0472;SPC UT C     - 6,717,470.36  1,857,299.27   sFT  1.00007369   +0 29 13.8
 JN0472;UTM  12      - 4,290,014.299   522,632.808   MT  0.99960631   +0 09 47.1
 JN0472
 JN0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0472!SPC UT C     -   0.99966690  x   1.00007369  =   0.99974056
 JN0472!UTM  12      -   0.99966690  x   0.99960631  =   0.99927334
 JN0472
 JN0472:                Primary Azimuth Mark                     Grid Az
 JN0472:SPC UT C     -  NORTH TWIN                               071 08 31.5
 JN0472:UTM  12      -  NORTH TWIN                               071 27 58.2
 JN0472
 JN0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH2263290014(NAD 83)
 JN0472
 JN0472|---------------------------------------------------------------------|
 JN0472| PID    Reference Object                     Distance      Geod. Az  |
 JN0472|                                                           dddmmss.s |
 JN0472| JN0471 NORTH TWIN                          APPROX. 5.2 KM 0713745.3 |
 JN0472| CM6984 RAFAEL RM 2                           7.202 METERS 09240     |
 JN0472| CM6983 RAFAEL RM 1                           7.839 METERS 30431     |
 JN0472|---------------------------------------------------------------------|
 JN0472
 JN0472                          SUPERSEDED SURVEY CONTROL
 JN0472
 JN0472  NAD 83(1986)-  38 45 30.73549(N)    110 44 22.22933(W) AD(       ) 2
 JN0472  NAD 27      -  38 45 30.85500(N)    110 44 19.63700(W) AD(       ) 2
 JN0472
 JN0472.Superseded values are not recommended for survey control.
 JN0472
 JN0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0472.See file dsdata.pdf to determine how the superseded data were derived.
 JN0472
 JN0472_MARKER: DS = TRIANGULATION STATION DISK
 JN0472_SETTING: 0 = UNSPECIFIED SETTING
 JN0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0472+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2010
 JN0472
 JN0472  HISTORY     - Date     Condition        Report By
 JN0472  HISTORY     - 1937     MONUMENTED       CGS
 JN0472  HISTORY     - 1952     GOOD             USGS
 JN0472  HISTORY     - 20100503 GOOD             GEOCAC
 JN0472
 JN0472                          STATION DESCRIPTION
 JN0472
 JN0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JN0472'THIS STATION IS ABOUT 35 MILES SSE OF CASTLE DALE, UTAH, IN THE
 JN0472'AREA KNOWN AS THE SAN RAFAEL SWELL, ABOUT 8 MILES FROM THE
 JN0472'SAN RAFAEL KNOB IN AZIMUTH 301 DEG TRUE.
 JN0472'
 JN0472'STATION IS A STANDARD DISK WELDED IN THE TOP OF A THREE-INCH
 JN0472'PIPE SUNK SECURELY IN THE GROUND ON THE TOP OF A PROMINENT,
 JN0472'STRATIFIED, BRICK-RED, SANDSTONE BUTTE.  THIS BUTTE IS FAIRLY
 JN0472'FLAT ON TOP, IS ABOUT 75-FEET LONG AND ABOUT 25-FEET WIDE WITH
 JN0472'SHORT STEEP CLIFFS ON ALL SIDES.
 JN0472'
 JN0472'REFERENCE MARK NO. 1 IS A STANDARD DISK WELDED IN THE TOP OF
 JN0472'A 3-INCH PIPE SUNK SECURELY IN THE GROUND.  IT IS NW OF THE
 JN0472'STATION AT THE SAME ELEVATION.
 JN0472'
 JN0472'REFERENCE MARK NO. 2 IS A STANDARD DISK WELDED IN THE TOP OF A
 JN0472'3-INCH PIPE SUNK SECURELY IN THE GROUND.  IT IS E OF THE
 JN0472'STATION AT THE SAME ELEVATION.
 JN0472'
 JN0472'STATION NORTH TWIN IS USED AS A RECIPROCAL AZIMUTH MARK.
 JN0472'
 JN0472'STATION IS REACHED FROM CASTLE DALE, UTAH, BY GOING E AND N ON
 JN0472'STATE HIGHWAY 10 FOR 1.5 MILES TO A JUNCTION WITH BUCKHORN
 JN0472'TRUCK TRAIL TO THE RIGHT, E, AT SIGN.  THENCE FOLLOW THE MAIN
 JN0472'GRADED ROAD SOUTHEASTERLY FOR 25.4 MILES TO A SUSPENSION BRIDGE
 JN0472'OVER THE SAN RAFAEL RIVER.  THENCE CONTINUE S ON A BLADED ROAD
 JN0472'FOR 9.55 MILES TO A FORK.  THENCE TAKE LEFT FORK ACROSS A ROCK
 JN0472'BOTTOMED WASH AND FOLLOW THE MAIN BLADED ROAD S FOR 6.7
 JN0472'MILES TO A FORK.  THENCE TAKE THE RIGHT FORK, THE
 JN0472'MAIN-TRAVELED ROAD FOR 10.8 MILES TO DIM CROSSROADS.  THENCE
 JN0472'CONTINUE S ON THE MAIN ROAD, DOWN GRADE FOR 1.0 MILE TO A
 JN0472'TRAIL ROAD TO THE RIGHT AT A POST SET IN A ROCK PILE TO THE
 JN0472'RIGHT OF THE MAIN ROAD.  THENCE TURN RIGHT, SW, ON THIS ROAD
 JN0472'WHICH WINDS THROUGH A SERIES OF VALLEYS FOR 2.55 MILES TO A
 JN0472'DIM ROAD BEARING TO THE LEFT JUST BEYOND A SADDLE.  THE MAIN
 JN0472'ROAD BEARS TO THE RIGHT.  THENCE BEAR LEFT ON THE DIM
 JN0472'TRAIL ROAD DOWN SMOOTH VALLEY, SE FOR 0.15 MILE AND
 JN0472'THENCE BEAR RIGHT, S, ON THE DIM TRAIL LEADING UP FIRST SMOOTH
 JN0472'VALLEY.  FOLLOW THIS TRAIL TO THE HEAD OF THE VALLEY.  THENCE
 JN0472'STRAIGHT ON S ACROSS VALLEY HEADING TO THE E, A TOTAL
 JN0472'DISTANCE OF 0.75 MILE TO A FLAT SADDLE BETWEEN TWO RED BUTTES.
 JN0472'STATION BEARS 122 DEG MAGNETIC A DISTANCE OF ABOUT 1/2 MILE.
 JN0472'THENCE TURN OFF TRAIL AND DRIVE SE TOWARD STATION CROSS-COUNTRY
 JN0472'TO THE NW BASE OF BUTTE, AND ABOUT 250 YARDS FROM THE STATION.
 JN0472'PACK UP SLOPE TO THE STATION.
 JN0472
 JN0472                          STATION RECOVERY (1952)
 JN0472
 JN0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 JN0472'RECOVERED IN GOOD CONDITION.
 JN0472
 JN0472                          STATION RECOVERY (2010)
 JN0472
 JN0472'RECOVERY NOTE BY GEOCACHING 2010 (JAC)
 JN0472'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0545 ***********************************************************************
 HO0545  DESIGNATION -  RAINBOW
 HO0545  PID         -  HO0545
 HO0545  STATE/COUNTY-  UT/KANE
 HO0545  COUNTRY     -  US
 HO0545  USGS QUAD   -  RAINBOW POINT (2017)
 HO0545
 HO0545                         *CURRENT SURVEY CONTROL
 HO0545  ______________________________________________________________________
 HO0545* NAD 83(1994) POSITION- 37 28 21.14540(N) 112 13 56.71015(W)   ADJUSTED
 HO0545* NAVD 88 ORTHO HEIGHT -  2772.27  (+/-2cm)     9095.4   (feet) VERTCON3
 HO0545  ______________________________________________________________________
 HO0545  GEOID HEIGHT    -        -20.745 (meters)                     GEOID18
 HO0545  LAPLACE CORR    -         -6.11  (seconds)                    DEFLEC18
 HO0545  HORZ ORDER      -  SECOND
 HO0545  VERT ORDER      -  THIRD ? (See Below)
 HO0545
 HO0545.The horizontal coordinates were established by classical geodetic methods
 HO0545.and adjusted by the National Geodetic Survey in November 1997.
 HO0545
 HO0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0545
 HO0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0545.GEOID18 height accuracy estimate available here.
 HO0545
 HO0545.The vertical order pertains to the NGVD 29 superseded value.
 HO0545
 HO0545.Click photographs - Photos may exist for this station.
 HO0545
 HO0545.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0545
 HO0545. The following values were computed from the NAD 83(1994) position.
 HO0545
 HO0545;                    North         East     Units Scale Factor Converg.
 HO0545;SPC UT S     - 3,089,691.997   435,214.638   MT  0.99996600   -0 26 55.5
 HO0545;SPC UT S     -10,136,764.49  1,427,866.69   sFT  0.99996600   -0 26 55.5
 HO0545;UTM  12      - 4,148,008.006   391,024.267   MT  0.99974628   -0 44 59.5
 HO0545
 HO0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0545!SPC UT S     -   0.99956841  x   0.99996600  =   0.99953442
 HO0545!UTM  12      -   0.99956841  x   0.99974628  =   0.99931480
 HO0545
 HO0545:                Primary Azimuth Mark                     Grid Az
 HO0545:SPC UT S     -  RAINBOW RM 3 AZIMUTH                     321 06 44.4
 HO0545:UTM  12      -  RAINBOW RM 3 AZIMUTH                     321 24 48.4
 HO0545
 HO0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG9102448008(NAD 83)
 HO0545
 HO0545|---------------------------------------------------------------------|
 HO0545| PID    Reference Object                     Distance      Geod. Az  |
 HO0545|                                                           dddmmss.s |
 HO0545| CH3146 RAINBOW RM 1                         11.053 METERS 06314     |
 HO0545| HO0540 MOLLIES NIPPLE                      APPROX.27.3 KM 1445322.1 |
 HO0545| HO0528 RAINBOW RM 3 AZIMUTH                APPROX. 3.9 KM 3203948.9 |
 HO0545| CH3147 RAINBOW RM 2                          8.227 METERS 33453     |
 HO0545|---------------------------------------------------------------------|
 HO0545
 HO0545                          SUPERSEDED SURVEY CONTROL
 HO0545
 HO0545  NAD 83(1986)-  37 28 21.14205(N)    112 13 56.71180(W) AD(       ) 2
 HO0545  NAD 27      -  37 28 21.20200(N)    112 13 54.01100(W) AD(       ) 2
 HO0545  NGVD 29            2770.89   (m)         9090.8    (f) LEVELING    3  
 HO0545
 HO0545.Superseded values are not recommended for survey control.
 HO0545
 HO0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0545.See file dsdata.pdf to determine how the superseded data were derived.
 HO0545
 HO0545_MARKER: DS = TRIANGULATION STATION DISK
 HO0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0545_STAMPING: RAINBOW 1938
 HO0545_MARK LOGO: CGS
 HO0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0545+STABILITY: SURFACE MOTION
 HO0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0545+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 HO0545
 HO0545  HISTORY     - Date     Condition        Report By
 HO0545  HISTORY     - 1938     MONUMENTED       CGS
 HO0545  HISTORY     - 1953     GOOD             FAS
 HO0545  HISTORY     - 1964     GOOD             USGS
 HO0545  HISTORY     - 20120612 GOOD             GEOCAC
 HO0545
 HO0545                          STATION DESCRIPTION
 HO0545
 HO0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0545'STATION IS ON TOP OF A SMALL ROUNDED WHITE KNOB, SPARSELY
 HO0545'TIMBERED, ON THE EAST END OF THE RIDGE PROJECTING EAST FROM THE
 HO0545'MAIN RIM OF BRYCE CANYON.  IT LIES ABOUT 12 MILES W OF S OF
 HO0545'THE PARK HEADQUARTERS AND ABOUT 1/2 MILE ESE OF THE TOURIST
 HO0545'LOOKOUT AT RAINBOW POINT, WHICH IS AT THE SOUTHERN END OF THE
 HO0545'PAVED ROAD, KNOWN AS THE RIM ROAD.  THE STATION IS ABOUT
 HO0545'150 FEET WEST OF THE POINT OF THE RIDGE, ABOUT 50 FEET NORTH
 HO0545'OF THE CLIFFS ON THE SOUTH SIDE OF THE RIDGE.
 HO0545'
 HO0545'SURFACE, REFERENCE, AND AZIMUTH (REFERENCE NO. 3) MARKS ARE
 HO0545'STANDARD BRONZE DISKS SET IN CONCRETE.
 HO0545'
 HO0545'REACHED FROM THE CHECKING STATION, AT THE PARK ENTRANCE BY
 HO0545'FOLLOWING THE RIM ROAD SOUTH 18 MILES TO ITS END AT THE
 HO0545'TURNING CIRCLE.  AT THE SW END OF THE LOG GUARD RAIL, PACK
 HO0545'SOUTH TO RIM AND FOLLOW EASTERLY ALONG RIM AND ACROSS SADDLE
 HO0545'ABOUT 1/2 MILE TO STATION.  IT IS A 20 MINUTE PACK.
 HO0545'
 HO0545'AZIMUTH MARK (REFERENCE MARK NO. 3) IS ABOUT 2.5 MILES NW
 HO0545'AND WAS OCCUPIED.  SEE DESCRIPTION OF RAINBOW AZIMUTH.
 HO0545'
 HO0545'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 HO0545
 HO0545                          STATION RECOVERY (1953)
 HO0545
 HO0545'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1953
 HO0545'RECOVERED STATION AND AZIMUTH MARK IN GOOD CONDITION.  DESCRIPTION
 HO0545'IS ADEQUATE.
 HO0545
 HO0545                          STATION RECOVERY (1964)
 HO0545
 HO0545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 HO0545'RECOVERED.
 HO0545'
 HO0545'STATION MARK--STANDARD BRONZE DISK, SET IN CONCRETE.
 HO0545
 HO0545                          STATION RECOVERY (2012)
 HO0545
 HO0545'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0545'RECOVERED AS DESCRIBED.  THE STATION MARK AND REFERENCE MARK 2 IN GOOD
 HO0545'CONDITION. REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT LOCATED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0317 ***********************************************************************
 KM0317  DESIGNATION -  RAINBOW
 KM0317  PID         -  KM0317
 KM0317  STATE/COUNTY-  UT/UINTAH
 KM0317  COUNTRY     -  US
 KM0317  USGS QUAD   -  RAINBOW (2017)
 KM0317
 KM0317                         *CURRENT SURVEY CONTROL
 KM0317  ______________________________________________________________________
 KM0317* NAD 83(1994) POSITION- 39 50 10.88543(N) 109 11 02.64205(W)   ADJUSTED
 KM0317* NAVD 88 ORTHO HEIGHT -  1930.    (meters)     6332.    (feet) SCALED
 KM0317  ______________________________________________________________________
 KM0317  GEOID HEIGHT    -        -16.930 (meters)                     GEOID18
 KM0317  LAPLACE CORR    -          3.72  (seconds)                    DEFLEC18
 KM0317  HORZ ORDER      -  SECOND
 KM0317
 KM0317.The horizontal coordinates were established by classical geodetic methods
 KM0317.and adjusted by the National Geodetic Survey in November 1997.
 KM0317
 KM0317.The orthometric height was scaled from a topographic map.
 KM0317
 KM0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0317.GEOID18 height accuracy estimate available here.
 KM0317
 KM0317.Click photographs - Photos may exist for this station.
 KM0317
 KM0317.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0317
 KM0317. The following values were computed from the NAD 83(1994) position.
 KM0317
 KM0317;                    North         East     Units Scale Factor Converg.
 KM0317;SPC UT C     - 2,169,429.422   698,195.507   MT  0.99989882   +1 29 00.7
 KM0317;SPC UT C     - 7,117,536.36  2,290,663.09   sFT  0.99989882   +1 29 00.7
 KM0317;UTM  12      - 4,411,172.363   655,381.582   MT  0.99989724   +1 09 48.6
 KM0317
 KM0317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0317!SPC UT C     -   0.99969992  x   0.99989882  =   0.99959878
 KM0317!UTM  12      -   0.99969992  x   0.99989724  =   0.99959720
 KM0317
 KM0317:                Primary Azimuth Mark                     Grid Az
 KM0317:SPC UT C     -  RAINBOW AZ MK                            337 34 41.0
 KM0317:UTM  12      -  RAINBOW AZ MK                            337 53 53.1
 KM0317
 KM0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK5538111172(NAD 83)
 KM0317
 KM0317|---------------------------------------------------------------------|
 KM0317| PID    Reference Object                     Distance      Geod. Az  |
 KM0317|                                                           dddmmss.s |
 KM0317| CM6989 RAINBOW RM 1                         13.227 METERS 19309     |
 KM0317| CM6990 RAINBOW RM 2                         13.737 METERS 29940     |
 KM0317| CM6988 RAINBOW AZ MK                                      3390341.7 |
 KM0317|---------------------------------------------------------------------|
 KM0317
 KM0317                          SUPERSEDED SURVEY CONTROL
 KM0317
 KM0317  NAD 83(1993)-  39 50 10.86429(N)    109 11 02.62743(W) AD(       ) 2
 KM0317  NAD 83(1992)-  39 50 10.86361(N)    109 11 02.62846(W) AD(       ) 2
 KM0317  NAD 83(1986)-  39 50 10.85752(N)    109 11 02.62683(W) AD(       ) 2
 KM0317  NAD 27      -  39 50 10.96900(N)    109 11 00.22200(W) AD(       ) 2
 KM0317
 KM0317.Superseded values are not recommended for survey control.
 KM0317
 KM0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0317.See file dsdata.pdf to determine how the superseded data were derived.
 KM0317
 KM0317_MARKER: DS = TRIANGULATION STATION DISK
 KM0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0317_STAMPING: RAINBOW 1937
 KM0317_MARK LOGO: CGS
 KM0317_PROJECTION: PROJECTING 10 CENTIMETERS
 KM0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0317+STABILITY: SURFACE MOTION
 KM0317
 KM0317  HISTORY     - Date     Condition        Report By
 KM0317  HISTORY     - 1937     MONUMENTED       CGS
 KM0317  HISTORY     - 1966     GOOD             USGS
 KM0317  HISTORY     - 20240716 POOR             BLM
 KM0317
 KM0317                          STATION DESCRIPTION
 KM0317
 KM0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KM0317'THE STATION IS ABOUT 3 MILES SW OF WATSON.  AND ABOUT 0.6 MILE SE
 KM0317'OF RAINBOW GILSONTIE CAMP AT THE N END OF THE NARROW GAUGE
 KM0317'RAILROAD (UTE R.R.) ON THE HIGHEST POINT ON THE W SIDE OF
 KM0317'EVACUATION CREEK.  THE MARK IS SET ON A BARE KNOLL ABOUT 50
 KM0317'YARDS NW OF THE POINT OF THE HILL, 30 FEET W OF THE E SLOPE
 KM0317'AND 100 FEET E OF THE W SLOPE, AND MARK PROJECTS 6 INCHES.
 KM0317'
 KM0317'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 KM0317'DISK STATION MARKS SET IN CONCRETE.
 KM0317'
 KM0317'AZIMUTH MARK IS A STANDARD BRONZE DISK REFERENCE MARK SET IN
 KM0317'CONCRETE AT THE CENTER OF THE TOP OF A PILE.
 KM0317'
 KM0317'REFERENCE MARK NO. 1 IS SSW OF THE STATION, 20 FEET N OF THE
 KM0317'S SLOPE, AND MARK PROJECTS 6 INCHES.
 KM0317'
 KM0317'REFERENCE MARK NO. 2 IS NW OF THE STATION, 30 FEET E OF THE
 KM0317'W SLOPE, AND MARK PROJECTS 5 INCHES.
 KM0317'
 KM0317'AZIMUTH MARK IS NNW OF THE STATION ON FLAT-TOPPED HILL.  IT
 KM0317'IS 28 PACES W OF OLD ROAD, AND MARK PROJECTS 6 INCHES.
 KM0317'
 KM0317'TO REACH FROM JETSON GO SE ON U.S. HIGHWAY 40 FOR 10.6 MILES
 KM0317'FROM THE E END OF THE GREEN RIVER BRIDGE TO SIDE ROAD RIGHT AND
 KM0317'SIGN POWDER WASH ROAD.  TURN RIGHT ON THIS ROAD AND FOLLOW
 KM0317'THE MAIN GRADED ROAD S AND SW 20.0 MILES TO FORK.  TAKE LEFT
 KM0317'FORK AND FOLLOW MAIN-TRAVELED ROAD FOR 3.8 MILES ON BRIDGE
 KM0317'OVER THE WHITE RIVER.  CROSS BRIDGE AND FOLLOW MAIN-TRAVELED
 KM0317'ROAD IN A SOUTHERLY DIRECTION 5.9 MILES TO FORKS.  TAKE RIGHT
 KM0317'FORK AND GO 5.2 MILES TO WATSON.  FROM THE S END OF THE BRIDGE
 KM0317'OVER WHICH THE ROAD AND THE RAILROAD BOTH CROSS TURN RIGHT
 KM0317'AND GO SW UP GRADE THROUGH NARROW CROCKED CANYON, 3.7 MILES
 KM0317'TO FORKS.  TAKE LEFT FORK AND CONTINUE S 0.3 MILE TO THE
 KM0317'GILSONITE-ASPHALTUM OFFICE.  CONTINUE S 0.1 MILE,
 KM0317'CROSS TRACKS AND TAKE LEFT FORK ON THE S SIDE OF THE TRACKS
 KM0317'0.2 MILE TO FORKS.  TAKE RIGHT FORK AND GO S 0.3 MILE TO
 KM0317'TOP OF HILL.  HERE TAKE RIGHT FORK AND 0.1 MILE TO
 KM0317'STATION.
 KM0317
 KM0317                          STATION RECOVERY (1966)
 KM0317
 KM0317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KM0317'RECOVERED.
 KM0317'
 KM0317'STATION MARK--STANDARD BRONZE STATION MARK DISK, SET IN CONCRETE.
 KM0317
 KM0317                          STATION RECOVERY (2024)
 KM0317
 KM0317'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 2024 (JS)
 KM0317'IT WAS REPORTED TO ME THAT THERE WAS A BENCH MARK DISTURBED ON THE
 KM0317'RAINBOW OVERLOOK.  UPON FURTHER INVESTIGATING, AN OLD TRIANGULATION
 KM0317'STATION, BY LOOKS OF THE PHOTOS ATTACHED TO THIS DOCUMENT, THE POINT
 KM0317'ITSELF MIGHT BE UNDISTURBED.  IT LOOKS AS THOUGH ONE OF THE REFERENCE
 KM0317'MONUMENTS HAS BEEN DISTURBED BY ROAD REHABILITATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0593 ***********************************************************************
 LN0593  DESIGNATION -  RAINBOW
 LN0593  PID         -  LN0593
 LN0593  STATE/COUNTY-  UT/UINTAH
 LN0593  COUNTRY     -  US
 LN0593  USGS QUAD   -  ISLAND PARK (2017)
 LN0593
 LN0593                         *CURRENT SURVEY CONTROL
 LN0593  ______________________________________________________________________
 LN0593* NAD 83(1994) POSITION- 40 30 18.21149(N) 109 11 36.76374(W)   ADJUSTED
 LN0593* NAVD 88 ORTHO HEIGHT -  1624.04  (+/-2cm)     5328.2   (feet) VERTCON3
 LN0593  ______________________________________________________________________
 LN0593  GEOID HEIGHT    -        -16.010 (meters)                     GEOID18
 LN0593  LAPLACE CORR    -          3.14  (seconds)                    DEFLEC18
 LN0593  HORZ ORDER      -  FIRST
 LN0593  VERT ORDER      -  THIRD ? (See Below)
 LN0593
 LN0593.The horizontal coordinates were established by classical geodetic methods
 LN0593.and adjusted by the National Geodetic Survey in November 1997.
 LN0593
 LN0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0593
 LN0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0593.GEOID18 height accuracy estimate available here.
 LN0593
 LN0593.The vertical order pertains to the NGVD 29 superseded value.
 LN0593
 LN0593.Click photographs - Photos may exist for this station.
 LN0593
 LN0593.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0593
 LN0593. The following values were computed from the NAD 83(1994) position.
 LN0593
 LN0593;                    North         East     Units Scale Factor Converg.
 LN0593;SPC UT C     - 2,243,629.202   695,470.220   MT  0.99996716   +1 28 38.9
 LN0593;SPC UT C     - 7,360,973.47  2,281,721.88   sFT  0.99996716   +1 28 38.9
 LN0593;UTM  12      - 4,485,383.742   653,060.376   MT  0.99988838   +1 10 24.8
 LN0593
 LN0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0593!SPC UT C     -   0.99974781  x   0.99996716  =   0.99971498
 LN0593!UTM  12      -   0.99974781  x   0.99988838  =   0.99963622
 LN0593
 LN0593:                Primary Azimuth Mark                     Grid Az
 LN0593:SPC UT C     -  RAINBOW AZ MK                            079 57 15.3
 LN0593:UTM  12      -  RAINBOW AZ MK                            080 15 29.4
 LN0593
 LN0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK5306085383(NAD 83)
 LN0593
 LN0593|---------------------------------------------------------------------|
 LN0593| PID    Reference Object                     Distance      Geod. Az  |
 LN0593|                                                           dddmmss.s |
 LN0593| CP6461 RAINBOW AZ MK                                      0812554.2 |
 LN0593| CP6463 RAINBOW RM 2                         10.796 METERS 08348     |
 LN0593| CP6462 RAINBOW RM 1                          9.574 METERS 16338     |
 LN0593|---------------------------------------------------------------------|
 LN0593
 LN0593                          SUPERSEDED SURVEY CONTROL
 LN0593
 LN0593  NAD 83(1993)-  40 30 18.20885(N)    109 11 36.75963(W) AD(       ) 1
 LN0593  NAD 83(1992)-  40 30 18.19423(N)    109 11 36.75088(W) AD(       ) 1
 LN0593  NAD 83(1986)-  40 30 18.19415(N)    109 11 36.75104(W) AD(       ) 1
 LN0593  NAD 27      -  40 30 18.33000(N)    109 11 34.29700(W) AD(       ) 1
 LN0593  NGVD 29            1622.85   (m)         5324.3    (f) LEVELING    3  
 LN0593
 LN0593.Superseded values are not recommended for survey control.
 LN0593
 LN0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0593.See file dsdata.pdf to determine how the superseded data were derived.
 LN0593
 LN0593_MARKER: DD = SURVEY DISK
 LN0593_SETTING: 80 = SET IN A BOULDER
 LN0593_STAMPING: RAINBOW 1939
 LN0593_MARK LOGO: USGS
 LN0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0593+STABILITY: SURFACE MOTION
 LN0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0593+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 LN0593
 LN0593  HISTORY     - Date     Condition        Report By
 LN0593  HISTORY     - 1939     MONUMENTED       USGS
 LN0593  HISTORY     - 1946     GOOD             CGS
 LN0593  HISTORY     - 1946     GOOD             USGS
 LN0593  HISTORY     - 20060519 GOOD             GEOCAC
 LN0593  HISTORY     - 20080428 GOOD             CFLHD
 LN0593
 LN0593                          STATION DESCRIPTION
 LN0593
 LN0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0593'STATION IS LOCATED ABOUT 12 MILES AIR LINE NORTHEAST OF JENSEN.
 LN0593'2 MILES AIR LINE SOUTHWEST OF ISLAND PARK.  AND IS ON THE EASTERN
 LN0593'POINT OF AN EAST-WEST RIDGE WHICH BREAKS OFF ABRUPTLY TO THE
 LN0593'NORTHEAST AND SOUTH, AND SLOPES UPWARD TO THE WEST.  STATION
 LN0593'MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED--RAINBOW
 LN0593'1939, SET IN A BOULDER WHICH PROJECTS 2 INCHES.  THE MARK IS
 LN0593'40 FEET WEST OF THE EASTERN EDGE OF THE RIDGE.
 LN0593'
 LN0593'REFERENCE MARK NO. 1 STAMPED--RAINBOW NO 1 1946 IS SOUTH OF
 LN0593'THE STATION AND ABOUT 3 FEET LOWER.  IT IS SET IN A VERY LARGE
 LN0593'BOULDER WHICH IS 2 FEET FROM THE EDGE OF THE RIM AND AT THE
 LN0593'SAME ELEVATION.
 LN0593'
 LN0593'REFERENCE MARK NO. 2 STAMPED--RAINBOW NO 2 1946 IS EAST OF THE
 LN0593'STATION AND ABOUT 3 FEET LOWER.  IT IS SET IN A BOULDER 5
 LN0593'FEET WEST OF THE EDGE OF THE RIM.
 LN0593'
 LN0593'THE AZIMUTH MARK STAMPED--RAINBOW 1946 IS AT THE FOOT OF THE
 LN0593'RIDGE, 100 FEET NORTHEAST OF THE ISLAND PARK ROAD, 3 FEET SOUTHWEST
 LN0593'OF A TRIANGLE-BLAZED JUNIPER TREE, AND SET IN BEDROCK OUTCROP.
 LN0593'
 LN0593'TO REACH STATION FROM VERNAL.  GO NORTH ON HIGHWAY NO. 44,
 LN0593'0.5 MILE TO CROSSROAD.  TURN RIGHT, GO 5.2 MILES TO FORK
 LN0593'JUST AFTER CROSSING WOODEN BRIDGE.  TURN LEFT, GO 6.2 MILES TO
 LN0593'ROAD RIGHT AT TOP OF HILL.  TURN RIGHT, GO 1.6 MILES TO FORK AT
 LN0593'GATE.  TURN RIGHT, GO 1.3 MILES TO FORK.  TURN LEFT, GO 10.0
 LN0593'MILES TO SIGN BOUNDARY LINE DINOSAUR NATIONAL MONUMENT, AT
 LN0593'RIGHT OF ROAD.  CONTINUE STRAIGHT AHEAD 1.1 MILE TO A DIM
 LN0593'ROAD RIGHT.  TURN RIGHT, GO 0.1 MILE TO END OF TRUCK TRAVEL.
 LN0593'FROM HERE, WALK WEST, CROSSING A WASH THEN UP STEEP HILL TO
 LN0593'SUMMIT AND STATION SITE.  A 10 MINUTE PACK.
 LN0593
 LN0593                          STATION RECOVERY (1946)
 LN0593
 LN0593'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 LN0593'JENSEN UTAH 9.5 MI. N. AND 7 MI. E. OF 10 MI. E. OF BRUSHY CREEK ON
 LN0593'RAINBOW PARK RD., AT W. EDGE OF RAINBOW PARK, IN THE NE. 1/4 SEC. 3
 LN0593'T.4 S., R.24 E.,
 LN0593'
 LN0593'RECOVERED.
 LN0593'
 LN0593'STATION MARK - STANDARD USGS BRONZE TABLET CEMENTED IN ROCK IN PLACE,
 LN0593'STAMPED ---RAINBOW 1939---.
 LN0593
 LN0593                          STATION RECOVERY (2006)
 LN0593
 LN0593'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LN0593'FOUND THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 LN0593'AZIMUTH MARK IN GOOD CONDITION.
 LN0593
 LN0593                          STATION RECOVERY (2008)
 LN0593
 LN0593'RECOVERY NOTE BY CENTRAL FEDERAL LANDS HIGHWAY 2008 (KW)
 LN0593'DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0919 ***********************************************************************
 HN0919  DESIGNATION -  RAINBOW BR MON COR 1
 HN0919  PID         -  HN0919
 HN0919  STATE/COUNTY-  UT/SAN JUAN
 HN0919  COUNTRY     -  US
 HN0919  USGS QUAD   -  RAINBOW BRIDGE (2017)
 HN0919
 HN0919                         *CURRENT SURVEY CONTROL
 HN0919  ______________________________________________________________________
 HN0919* NAD 83(1994) POSITION- 37 04 27.92514(N) 110 57 37.22149(W)   ADJUSTED
 HN0919* NAVD 88 ORTHO HEIGHT -  1285.8   (meters)     4218.    (feet) VERTCON3
 HN0919  ______________________________________________________________________
 HN0919  GEOID HEIGHT    -        -22.666 (meters)                     GEOID18
 HN0919  LAPLACE CORR    -          7.58  (seconds)                    DEFLEC18
 HN0919  HORZ ORDER      -  THIRD
 HN0919
 HN0919.The horizontal coordinates were established by classical geodetic methods
 HN0919.and adjusted by the National Geodetic Survey in November 1997.
 HN0919
 HN0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0919
 HN0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0919.GEOID18 height accuracy estimate available here.
 HN0919
 HN0919.Click photographs - Photos may exist for this station.
 HN0919
 HN0919.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0919
 HN0919. The following values were computed from the NAD 83(1994) position.
 HN0919
 HN0919;                    North         East     Units Scale Factor Converg.
 HN0919;SPC UT S     - 3,045,392.987   547,990.293   MT  1.00002743   +0 19 50.3
 HN0919;SPC UT S     - 9,991,426.82  1,797,864.82   sFT  1.00002743   +0 19 50.3
 HN0919;UTM  12      - 4,103,129.215   503,525.411   MT  0.99960015   +0 01 26.1
 HN0919
 HN0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0919!SPC UT S     -   0.99980181  x   1.00002743  =   0.99982924
 HN0919!UTM  12      -   0.99980181  x   0.99960015  =   0.99940204
 HN0919
 HN0919:                Primary Azimuth Mark                     Grid Az
 HN0919:SPC UT S     -  RAINBOW=ET U 86                          069 05 00.4
 HN0919:UTM  12      -  RAINBOW=ET U 86                          069 23 24.6
 HN0919
 HN0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0352503129(NAD 83)
 HN0919
 HN0919|---------------------------------------------------------------------|
 HN0919| PID    Reference Object                     Distance      Geod. Az  |
 HN0919|                                                           dddmmss.s |
 HN0919| HN0915 RAINBOW=ET U 86                     APPROX. 4.5 KM 0692450.7 |
 HN0919|---------------------------------------------------------------------|
 HN0919
 HN0919                          SUPERSEDED SURVEY CONTROL
 HN0919
 HN0919  NAD 83(1992)-  37 04 27.92279(N)    110 57 37.22274(W) AD(       ) 3
 HN0919  NAD 83(1986)-  37 04 27.92106(N)    110 57 37.22157(W) AD(       ) 3
 HN0919  NAD 27      -  37 04 27.94196(N)    110 57 34.69343(W) AD(       ) 3
 HN0919  NGVD 29 (07/19/86) 1284.7    (m)         4215.     (f) VERT ANG       
 HN0919
 HN0919.Superseded values are not recommended for survey control.
 HN0919
 HN0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0919.See file dsdata.pdf to determine how the superseded data were derived.
 HN0919
 HN0919_MARKER: DD = SURVEY DISK
 HN0919_SETTING: 66 = SET IN ROCK OUTCROP
 HN0919_STAMPING: NPS RBNM MON COR NO 1
 HN0919_MARK LOGO: BOR
 HN0919_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0919+STABILITY: POSITION/ELEVATION WELL
 HN0919
 HN0919  HISTORY     - Date     Condition        Report By
 HN0919  HISTORY     - 1959     MONUMENTED       BOR
 HN0919
 HN0919                          STATION DESCRIPTION
 HN0919
 HN0919'DESCRIBED BY US BUREAU OF RECLAMATION 1959
 HN0919'LOCATED ABOUT 8 MI. S. OF THE CONFLUENCE OF THE SAN JUAN RIVER AND
 HN0919'THE COLORADO RIVER, ABOUT 5.8 MI. NW. OF NAVAJO MTN., 370 FT. S. OF
 HN0919'BRIDGE CREEK, 15 FT. NE. OF THE HIGHEST POINT OF SANDSTONE TOP.
 HN0919'STATION IS ON THE SE. CORNER OF RAINBOW BRIDGE NATIONAL MONUMENT.
 HN0919'
 HN0919'STATION REACHED BY HELICOPTER.
 HN0919'
 HN0919'STATION MARK--STANDARD USBR BRASS TABLET, STAMPED ---NPS RBNM MON
 HN0919'COR NO. 1---, CEMENTED IN ROCK.
 HN0919'
 HN0919'REFERENCE MARK NO. 1--STANDARD USBR TABLET, STAMPED ---RBNM
 HN0919'RP NO 1---, CEMENTED IN ROCK, 14.48 FT. FROM STATION MARK AND 3 FT.
 HN0919'HIGHER, S 38 DEG 19 MIN W.
 HN0919'
 HN0919'REFERENCE MARK NO. 2--STANDARD USBR TABLET, STAMPED ---RBNM
 HN0919'RP NO 2---, CEMENTED IN ROCK, 15.01 FT. FROM STATION MARK AND 1 FT.
 HN0919'LOWER, S 62 DEG 07 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0528 ***********************************************************************
 HO0528  DESIGNATION -  RAINBOW RM 3 AZIMUTH
 HO0528  PID         -  HO0528
 HO0528  STATE/COUNTY-  UT/KANE
 HO0528  COUNTRY     -  US
 HO0528  USGS QUAD   -  TROPIC RESERVOIR (2017)
 HO0528
 HO0528                         *CURRENT SURVEY CONTROL
 HO0528  ______________________________________________________________________
 HO0528* NAD 83(1994) POSITION- 37 30 00.19496(N) 112 15 38.61086(W)   ADJUSTED
 HO0528* NAVD 88 ORTHO HEIGHT -  2750.6   (meters)     9024.    (feet) VERTCON3
 HO0528  ______________________________________________________________________
 HO0528  GEOID HEIGHT    -        -20.632 (meters)                     GEOID18
 HO0528  LAPLACE CORR    -         -5.68  (seconds)                    DEFLEC18
 HO0528  HORZ ORDER      -  SECOND
 HO0528
 HO0528.The horizontal coordinates were established by classical geodetic methods
 HO0528.and adjusted by the National Geodetic Survey in November 1997.
 HO0528
 HO0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0528
 HO0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0528.GEOID18 height accuracy estimate available here.
 HO0528
 HO0528.Click photographs - Photos may exist for this station.
 HO0528
 HO0528.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0528
 HO0528. The following values were computed from the NAD 83(1994) position.
 HO0528
 HO0528;                    North         East     Units Scale Factor Converg.
 HO0528;SPC UT S     - 3,092,765.441   432,735.778   MT  0.99996352   -0 27 57.9
 HO0528;SPC UT S     -10,146,847.95  1,419,733.96   sFT  0.99996352   -0 27 57.9
 HO0528;UTM  12      - 4,151,093.778   388,562.132   MT  0.99975296   -0 46 03.2
 HO0528
 HO0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0528!SPC UT S     -   0.99957179  x   0.99996352  =   0.99953533
 HO0528!UTM  12      -   0.99957179  x   0.99975296  =   0.99932486
 HO0528
 HO0528:                Primary Azimuth Mark                     Grid Az
 HO0528:SPC UT S     -  RAINBOW                                  141 06 44.8
 HO0528:UTM  12      -  RAINBOW                                  141 24 50.1
 HO0528
 HO0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG8856251093(NAD 83)
 HO0528
 HO0528|---------------------------------------------------------------------|
 HO0528| PID    Reference Object                     Distance      Geod. Az  |
 HO0528|                                                           dddmmss.s |
 HO0528| HO0545 RAINBOW                             APPROX. 3.9 KM 1403846.9 |
 HO0528|---------------------------------------------------------------------|
 HO0528
 HO0528                          SUPERSEDED SURVEY CONTROL
 HO0528
 HO0528  NAD 83(1986)-  37 30 00.19054(N)    112 15 38.61159(W) AD(       ) 2
 HO0528  NAD 27      -  37 30 00.25000(N)    112 15 35.90400(W) AD(       ) 2
 HO0528  NGVD 29 (07/19/86) 2749.1    (m)         9019.     (f) VERT ANG       
 HO0528
 HO0528.Superseded values are not recommended for survey control.
 HO0528
 HO0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0528.See file dsdata.pdf to determine how the superseded data were derived.
 HO0528
 HO0528_MARKER: DZ = AZIMUTH MARK DISK
 HO0528_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HO0528_STAMPING: RAINBOW AZIMUTH 1938
 HO0528_MARK LOGO: CGS
 HO0528_PROJECTION: PROJECTING 10 CENTIMETERS
 HO0528_MAGNETIC: P = MARKER IS A STEEL PIPE
 HO0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0528+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2023
 HO0528
 HO0528  HISTORY     - Date     Condition        Report By
 HO0528  HISTORY     - 1938     MONUMENTED       CGS
 HO0528  HISTORY     - 20120612 GOOD             GEOCAC
 HO0528  HISTORY     - 20230717 GOOD             USPSQD
 HO0528
 HO0528                          STATION DESCRIPTION
 HO0528
 HO0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0528'STATION IS REFERENCE MARK NO. 3, AZIMUTH MARK TO STATION RAINBOW,
 HO0528'AND IS ABOUT 2.5 MILES NW OF THAT STATION.  IT IS ON THE SE
 HO0528'POINT OF A SMALL WOODED HILL, WITH PINK CLIFFS FACING SE AND
 HO0528'LIES ABOUT 10 MILES W OF S OF THE PARK HEADQUARTERS AND ABOUT 2
 HO0528'MILES NW OF THE TOURIST LOOKOUT AT RAINBOW POINT.
 HO0528'
 HO0528'REACHED FROM THE CHECKING STATION BY FOLLOWING THE PAVED ROAD,
 HO0528'KNOWN AS THE RIM ROAD, SOUTH 15 MILES TO A PARKING BAY ON LEFT
 HO0528'(THIS IS THE THIRD PARKING BAY ON LEFT, PAST THE ONE AT NATURAL
 HO0528'BRIDGE).  FROM THIS POINT, FOLLOW THE DIM TRAIL ALONG THE RIM,
 HO0528'SOUTH ABOUT 1/4 MILE TO TOP OF HILL AND STATION.  IT IS A 10
 HO0528'MINUTE PACK.
 HO0528'
 HO0528'THE MARK IS A STANDARD AZIMUTH MARK, BRAZED TO TOP OF AN IRON
 HO0528'PIPE AND PROTRUDING ABOUT 4 INCHES ABOVE THE GROUND.  IT IS ABOUT
 HO0528'15 FEET WEST OF THE EDGE OF THE ALMOST VERTICAL CLIFFS.
 HO0528
 HO0528                          STATION RECOVERY (2012)
 HO0528
 HO0528'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0528'RECOVERED IN GOOD CONDITION, AS DESCRIBED.
 HO0528
 HO0528                          STATION RECOVERY (2023)
 HO0528
 HO0528'RECOVERY NOTE BY US POWER SQUADRON 2023 (GDS)
 HO0528'THE MARK HAS WHITE ROCKS THAT HAVE BEEN PLACED AROUND IT.  THE PARKING
 HO0528'BAY REFERRED TO IS THE PONDEROSA CANYON LOOKOUT.  THE TRAIL IS NOT
 HO0528'REALLY VISIBLE ANYMORE AND THERE ARE MANY FALLEN TREES TO CLIMB OVER
 HO0528'CLIMBING TO THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0915 ***********************************************************************
 HN0915  DESIGNATION -  RAINBOW=ET U 86
 HN0915  PID         -  HN0915
 HN0915  STATE/COUNTY-  UT/SAN JUAN
 HN0915  COUNTRY     -  US
 HN0915  USGS QUAD   -  RAINBOW BRIDGE (2017)
 HN0915
 HN0915                         *CURRENT SURVEY CONTROL
 HN0915  ______________________________________________________________________
 HN0915* NAD 83(1994) POSITION- 37 05 18.71327(N) 110 54 48.32257(W)   ADJUSTED
 HN0915* NAVD 88 ORTHO HEIGHT -  1848.0   (meters)     6063.    (feet) VERTCON3
 HN0915  ______________________________________________________________________
 HN0915  GEOID HEIGHT    -        -22.518 (meters)                     GEOID18
 HN0915  LAPLACE CORR    -          9.02  (seconds)                    DEFLEC18
 HN0915  HORZ ORDER      -  SECOND
 HN0915
 HN0915.The horizontal coordinates were established by classical geodetic methods
 HN0915.and adjusted by the National Geodetic Survey in November 1997.
 HN0915
 HN0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0915
 HN0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0915.GEOID18 height accuracy estimate available here.
 HN0915
 HN0915.Click photographs - Photos may exist for this station.
 HN0915
 HN0915.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0915
 HN0915. The following values were computed from the NAD 83(1994) position.
 HN0915
 HN0915;                    North         East     Units Scale Factor Converg.
 HN0915;SPC UT S     - 3,046,983.793   552,152.541   MT  1.00002444   +0 21 33.8
 HN0915;SPC UT S     - 9,996,645.99  1,811,520.46   sFT  1.00002444   +0 21 33.8
 HN0915;SPC UT S     - 9,996,645.99  1,811,520.46   sFT  1.00002444   +0 21 33.8
 HN0915;SPC AZ C     -   675,765.117   302,549.097   MT  0.99999796   +0 36 18.2
 HN0915;SPC AZ C     - 2,217,077.16    992,615.15   iFT  0.99999796   +0 36 18.2
 HN0915;SPC UT S     - 3,046,983.793   552,152.541   MT  1.00002444   +0 21 33.8
 HN0915;UTM  12      - 4,104,697.033   507,694.347   MT  0.99960073   +0 03 08.0
 HN0915
 HN0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0915!SPC UT S     -   0.99971360  x   1.00002444  =   0.99973803
 HN0915!SPC AZ C     -   0.99971360  x   0.99999796  =   0.99971156
 HN0915!SPC UT S     -   0.99971360  x   1.00002444  =   0.99973803
 HN0915!UTM  12      -   0.99971360  x   0.99960073  =   0.99931445
 HN0915
 HN0915:                Primary Azimuth Mark                     Grid Az
 HN0915:SPC UT S     -  RAINBOW BR MON COR 1                     249 04 58.7
 HN0915:SPC AZ C     -  RAINBOW BR MON COR 1                     248 50 14.3
 HN0915:SPC UT S     -  RAINBOW BR MON COR 1                     249 04 58.7
 HN0915:UTM  12      -  RAINBOW BR MON COR 1                     249 23 24.5
 HN0915
 HN0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG0769404697(NAD 83)
 HN0915
 HN0915|---------------------------------------------------------------------|
 HN0915| PID    Reference Object                     Distance      Geod. Az  |
 HN0915|                                                           dddmmss.s |
 HN0915| HN0919 RAINBOW BR MON COR 1                APPROX. 4.5 KM 2492632.5 |
 HN0915|---------------------------------------------------------------------|
 HN0915
 HN0915                          SUPERSEDED SURVEY CONTROL
 HN0915
 HN0915  NAD 83(1992)-  37 05 18.71064(N)    110 54 48.32365(W) AD(       ) 2
 HN0915  NAD 83(1986)-  37 05 18.70912(N)    110 54 48.32217(W) AD(       ) 2
 HN0915  NAD 27      -  37 05 18.72804(N)    110 54 45.79575(W) AD(       ) 2
 HN0915  NGVD 29 (07/19/86) 1846.9    (m)         6059.     (f) VERT ANG       
 HN0915
 HN0915.Superseded values are not recommended for survey control.
 HN0915
 HN0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0915.See file dsdata.pdf to determine how the superseded data were derived.
 HN0915
 HN0915_MARKER: DD = SURVEY DISK
 HN0915_SETTING: 80 = SET IN A BOULDER
 HN0915_STAMPING: RAINBOW 1953
 HN0915_MARK LOGO: USGS
 HN0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0915+STABILITY: SURFACE MOTION
 HN0915
 HN0915  HISTORY     - Date     Condition        Report By
 HN0915  HISTORY     - 1953     MONUMENTED       USGS
 HN0915  HISTORY     - 1959     GOOD             USGS
 HN0915  HISTORY     - 1963     GOOD             CGS
 HN0915  HISTORY     - 1963     GOOD             CGS
 HN0915
 HN0915                          STATION DESCRIPTION
 HN0915
 HN0915'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0915'LOCATED ABOUT 43.0 MI. E.-NE. OF MARBLE CANYON AND 8.0 MI.
 HN0915'S.-SW. OF CONFLUENCE OF SAN JUAN AND COLORADO RIVERS, ON
 HN0915'HIGHEST POINT AT SW. END OF WINDING JAGGED RIDGE ON NW. SLOPE
 HN0915'OF NAVAJO MTN.
 HN0915'
 HN0915'STATION MARK--STANDARD TABLET STAMPED RAINBOW 1953 CEMENTED
 HN0915'IN SOLID ROCK.
 HN0915'
 HN0915'REFERENCE MARK NO. 1--A 3/4-IN. DRILL HOLE IN ROCK, 52.59
 HN0915'FT. FROM STATION MARK S 46 DEG 26 MIN W.
 HN0915'
 HN0915'REFERENCE MARK NO. 2--CHISELED SQUARE ON LARGE BOULDER, 13.23
 HN0915'FT. FROM STATION MARK S 33 DEG 08 MIN E.
 HN0915
 HN0915                          STATION RECOVERY (1959)
 HN0915
 HN0915'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959 (LBM)
 HN0915'STATION FOUND AS DESCRIBED AND ALL MARKS IN GOOD CONDITION.
 HN0915'
 HN0915'STATION REACHED BY HELICOPTER.
 HN0915'
 HN0915'STATION MARK--STANDARD TABLET STAMPED RAINBOW 1953 AND ET
 HN0915'U 86 IN 1959 CEMENTED IN SOLID ROCK.
 HN0915'
 HN0915'SIGNAL--WHITE FLAG OVER RED X-TGT. CENTERED OVER STATION
 HN0915'MARK.  (FLASHING LIGHT SET ON TOP OF TABLET 0.4 FOOT ABOVE
 HN0915'STATION MARK.)
 HN0915'
 HN0915'SIGNAL DATA--TOP WHITE FLAG 11.2 FT.
 HN0915'
 HN0915'BOTTOM WHITE FLAG 8.2
 HN0915'
 HN0915'TOP RED X-TGT. 7.7
 HN0915'
 HN0915'BOTTOM RED X-TGT. 5.2
 HN0915
 HN0915                          STATION RECOVERY (1963)
 HN0915
 HN0915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0915'THE STATION IS LOCATED ABOUT 32 MILES EAST-NORTHEAST OF PAGE,
 HN0915'ARIZONA, 6 MILES NORTH OF THE ARIZONA-UTAH STATE LINE, 4-1/2
 HN0915'MILES NORTHWEST OF NAVAJO MOUNTAIN, 3-1/2 MILES SOUTHEAST
 HN0915'OF THE COLORADO RIVER, ON THE HIGHEST POINT OF A RED SANDSTONE
 HN0915'PEAK WHICH IS THE HIGHEST ELEVATION IN THE IMMEDIATE VICINITY.
 HN0915'
 HN0915'TO REACH BY HELICOPTER FROM THE AIRPORT AT PAGE, FLY
 HN0915'EAST-NORTHEAST ON A TRUE COURSE OF 70 DEGREES FOR ABOUT 32
 HN0915'MILES TO THE PEAK AND STATION.
 HN0915'
 HN0915'THE STATION MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 HN0915'STAMPED RAINBOW ET U 86 1953, IS CEMENTED IN A DRILL HOLE IN
 HN0915'BEDROCK.
 HN0915
 HN0915                          STATION RECOVERY (1963)
 HN0915
 HN0915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HN0915'RECOVERED IN GOOD CONDITION.
 HN0915'
 HN0915'STATION MARK--STANDARD TABLET, STAMPED ---RAINBOW 1953---, CEMENTED
 HN0915'IN SOLID ROCK, AND ADDITIONALLY STAMPED ---ET U 86--- IN 1959.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0589 ***********************************************************************
 JO0589  DESIGNATION -  RANCH
 JO0589  PID         -  JO0589
 JO0589  STATE/COUNTY-  UT/MILLARD
 JO0589  COUNTRY     -  US
 JO0589  USGS QUAD   -  WAH WAH SUMMIT (2017)
 JO0589
 JO0589                         *CURRENT SURVEY CONTROL
 JO0589  ______________________________________________________________________
 JO0589* NAD 83(1994) POSITION- 38 35 37.56958(N) 113 34 06.46976(W)   ADJUSTED
 JO0589* NAVD 88 ORTHO HEIGHT -  2719.6   (meters)     8923.    (feet) VERTCON3
 JO0589  ______________________________________________________________________
 JO0589  GEOID HEIGHT    -        -20.846 (meters)                     GEOID18
 JO0589  LAPLACE CORR    -          8.36  (seconds)                    DEFLEC18
 JO0589  HORZ ORDER      -  THIRD
 JO0589
 JO0589.The horizontal coordinates were established by classical geodetic methods
 JO0589.and adjusted by the National Geodetic Survey in November 1997.
 JO0589
 JO0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0589
 JO0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0589.GEOID18 height accuracy estimate available here.
 JO0589
 JO0589.Click photographs - Photos may exist for this station.
 JO0589
 JO0589.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0589
 JO0589. The following values were computed from the NAD 83(1994) position.
 JO0589
 JO0589;                    North         East     Units Scale Factor Converg.
 JO0589;SPC UT C     - 2,030,998.923   319,788.780   MT  1.00013115   -1 19 30.0
 JO0589;SPC UT C     - 6,663,368.97  1,049,173.69   sFT  1.00013115   -1 19 30.0
 JO0589;UTM  12      - 4,274,827.068   276,309.292   MT  1.00021623   -1 36 10.3
 JO0589
 JO0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0589!SPC UT C     -   0.99957674  x   1.00013115  =   0.99970784
 JO0589!UTM  12      -   0.99957674  x   1.00021623  =   0.99979288
 JO0589
 JO0589:                Primary Azimuth Mark                     Grid Az
 JO0589:SPC UT C     -  V 33                                     222 17 18.1
 JO0589:UTM  12      -  V 33                                     222 33 58.4
 JO0589
 JO0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH7630974827(NAD 83)
 JO0589
 JO0589|---------------------------------------------------------------------|
 JO0589| PID    Reference Object                     Distance      Geod. Az  |
 JO0589|                                                           dddmmss.s |
 JO0589| JO0337 V 33                                APPROX.11.0 KM 2205748.1 |
 JO0589|---------------------------------------------------------------------|
 JO0589
 JO0589                          SUPERSEDED SURVEY CONTROL
 JO0589
 JO0589  NAD 83(1986)-  38 35 37.56480(N)    113 34 06.46773(W) AD(       ) 3
 JO0589  NAD 27      -  38 35 37.71914(N)    113 34 03.56655(W) AD(       ) 3
 JO0589  NGVD 29 (07/19/86) 2718.2    (m)         8918.     (f) VERT ANG       
 JO0589
 JO0589.Superseded values are not recommended for survey control.
 JO0589
 JO0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0589.See file dsdata.pdf to determine how the superseded data were derived.
 JO0589
 JO0589_MARKER: DB = BENCH MARK DISK
 JO0589_SETTING: 66 = SET IN ROCK OUTCROP
 JO0589_STAMPING: RANCH 1958
 JO0589_MARK LOGO: USGS
 JO0589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0589+STABILITY: POSITION/ELEVATION WELL
 JO0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0589+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2020
 JO0589
 JO0589  HISTORY     - Date     Condition        Report By
 JO0589  HISTORY     - 1958     MONUMENTED       USGS
 JO0589  HISTORY     - 20200628 GOOD             INDIV
 JO0589
 JO0589                          STATION DESCRIPTION
 JO0589
 JO0589'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JO0589'LOCATED ABOUT 33.0 MI. W. OF MILFORD, 5.5 MI. N. OF STATE HIGHWAY 21,
 JO0589'DIRECTLY ABOVE A HIGH CLIFF, ON A HIGH POINT ALONG THE CREST OF THE
 JO0589'WAH WAH MOUNTAINS.
 JO0589'
 JO0589'TO REACH FROM MILFORD POST OFFICE, DRIVE N. AND W. ALONG STATE HIGHWAY
 JO0589'21 FOR 36.0 MI. (4.0 MI. W. OF SADDLE WHERE HIGHWAY GOES OVER THE
 JO0589'CREST OF THE WAH WAH MOUNTAINS) TO RD. FORKS RIGHT, TURN RIGHT (N.)
 JO0589'4.3 MI. ALONG THE W. SIDE OF THE WAH WAH MOUNTAINS TO A GRAVEL WASH
 JO0589'WITH A DIM RD. ON THE E. SIDE, TURN RIGHT AND FOLLOW DIM TRACK RD. FOR
 JO0589'3.9 MI. AND END TRUCK TRAVEL.  ABOUT 200 FT. S. OF TIMBER LINE PACK UP
 JO0589'DRAIN TO SADDLE AND UP RIDGE TO TOP OF CLIFFS AND STATION.  ABOUT
 JO0589'1-1/2 HOUR PACK.
 JO0589'
 JO0589'STATION MARK--STANDARD TABLET, STAMPED ---RANCH 1958---, CEMENTED IN
 JO0589'ROCK OUTCROP.
 JO0589'
 JO0589'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 JO0589'1 1958---, CEMENTED IN ROCK OUTCROP.
 JO0589'
 JO0589'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, IN ROOT OF PINE TREE.
 JO0589
 JO0589                          STATION RECOVERY (2020)
 JO0589
 JO0589'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (TWG)
 JO0589'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0650 ***********************************************************************
 LN0650  DESIGNATION -  RAND
 LN0650  PID         -  LN0650
 LN0650  STATE/COUNTY-  UT/UINTAH
 LN0650  COUNTRY     -  US
 LN0650  USGS QUAD   -  RANDLETT (2017)
 LN0650
 LN0650                         *CURRENT SURVEY CONTROL
 LN0650  ______________________________________________________________________
 LN0650* NAD 83(1994) POSITION- 40 14 20.30330(N) 109 47 33.05940(W)   ADJUSTED
 LN0650* NAVD 88 ORTHO HEIGHT -  1626.7   (meters)     5337.    (feet) VERTCON3
 LN0650  ______________________________________________________________________
 LN0650  GEOID HEIGHT    -        -17.901 (meters)                     GEOID18
 LN0650  LAPLACE CORR    -          0.51  (seconds)                    DEFLEC18
 LN0650  HORZ ORDER      -  FIRST
 LN0650
 LN0650.The horizontal coordinates were established by classical geodetic methods
 LN0650.and adjusted by the National Geodetic Survey in November 1997.
 LN0650
 LN0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0650
 LN0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0650.GEOID18 height accuracy estimate available here.
 LN0650
 LN0650.Click photographs - Photos may exist for this station.
 LN0650
 LN0650.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0650
 LN0650. The following values were computed from the NAD 83(1994) position.
 LN0650
 LN0650;                    North         East     Units Scale Factor Converg.
 LN0650;SPC UT C     - 2,212,950.580   645,279.121   MT  0.99992363   +1 05 37.6
 LN0650;SPC UT C     - 7,260,322.03  2,117,053.25   sFT  0.99992363   +1 05 37.6
 LN0650;UTM  12      - 4,454,980.646   602,711.502   MT  0.99972986   +0 46 48.3
 LN0650
 LN0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0650!SPC UT C     -   0.99974769  x   0.99992363  =   0.99967134
 LN0650!UTM  12      -   0.99974769  x   0.99972986  =   0.99947761
 LN0650
 LN0650:                Primary Azimuth Mark                     Grid Az
 LN0650:SPC UT C     -  RAND AZ MK                               337 26 24.6
 LN0650:UTM  12      -  RAND AZ MK                               337 45 13.9
 LN0650
 LN0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK0271154980(NAD 83)
 LN0650
 LN0650|---------------------------------------------------------------------|
 LN0650| PID    Reference Object                     Distance      Geod. Az  |
 LN0650|                                                           dddmmss.s |
 LN0650| CP6466 RAND RM 1                             5.615 METERS 15735     |
 LN0650| CP6467 RAND RM 2                             8.883 METERS 32952     |
 LN0650| CP6465 RAND AZ MK                                         3383202.2 |
 LN0650|---------------------------------------------------------------------|
 LN0650
 LN0650                          SUPERSEDED SURVEY CONTROL
 LN0650
 LN0650  NAD 83(1993)-  40 14 20.30190(N)    109 47 33.05867(W) AD(       ) 1
 LN0650  NAD 83(1986)-  40 14 20.28062(N)    109 47 33.05007(W) AD(       ) 1
 LN0650  NAD 27      -  40 14 20.42100(N)    109 47 30.53200(W) AD(       ) 1
 LN0650  NGVD 29 (07/31/96) 1625.5    (m)         5333.     (f) VERT ANG       
 LN0650  NGVD 29 (07/19/86) 1627.4    (m)         5339.     (f) VERT ANG       
 LN0650
 LN0650.Superseded values are not recommended for survey control.
 LN0650
 LN0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0650.See file dsdata.pdf to determine how the superseded data were derived.
 LN0650
 LN0650_MARKER: DS = TRIANGULATION STATION DISK
 LN0650_SETTING: 66 = SET IN ROCK OUTCROP
 LN0650_STAMPING: RAND 1947
 LN0650_MARK LOGO: CGS
 LN0650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0650+STABILITY: POSITION/ELEVATION WELL
 LN0650
 LN0650  HISTORY     - Date     Condition        Report By
 LN0650  HISTORY     - 1947     MONUMENTED       CGS
 LN0650  HISTORY     - 1963     GOOD             USGS
 LN0650
 LN0650                          STATION DESCRIPTION
 LN0650
 LN0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LN0650'THE STATION IS LOCATED ON A HIGH, BARE, ROCKY BUTTE WHICH
 LN0650'STANDS OUT PROMINENTLY FROM ALL DIRECTIONS.  THE BUTTE IS SHORT
 LN0650'AND HAS A PEAK AT THE SOUTH END BUT IS FLAT AND LOWER AT THE
 LN0650'NORTH END.  LOCATED ABOUT 5 MILES AIR LINE SOUTHEAST OF FORT
 LN0650'DUCHESNE, ABOUT 1 MILE EAST OF RANDLETT STORE AND POST OFFICE,
 LN0650'ON THE NORTH END OF A NORTH-SOUTH RIDGE, 8 FEET WEST OF THE
 LN0650'EAST BRIM, 5 FEET EAST OF THE WEST BRIM, SET FLUSH AND IS
 LN0650'STAMPED--RAND 1947.
 LN0650'
 LN0650'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 LN0650'STATION, ON THE SOUTHEAST END OF KNOLL ABOUT 2 FEET NORTH OF
 LN0650'RIM, SET FLUSH AND IS STAMPED--RAND NO 2 1947.
 LN0650'
 LN0650'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 LN0650'THE STATION, SET FLUSH AND IS STAMPED--RAND NO 2 1947.
 LN0650'
 LN0650'THE AZIMUTH MARK IS LOCATED ON THE TOP OF A SMALL KNOLL AT THE
 LN0650'POINT WHERE THE STATION BECOMES DISTINCTLY VISABLE TO SOUTH,
 LN0650'ABOUT 40 YARDS WEST OF A HIGHER ROCKY BUTTE, 21 PACES EAST
 LN0650'OF THE CENTER LINE OF TRACK ROAD TO STATION, 6 FEET EAST OF
 LN0650'A SMALL MOUND OF DIRT, SET FLUSH AND IS STAMPED RAND 1947.
 LN0650'
 LN0650'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY
 LN0650'88 WHICH IS ABOUT 1 MILE NORTH OF FORT DUCHESNE.  CONTINUE
 LN0650'EAST ON U.S. HIGHWAY 40 FOR 2.0 MILES TO A ROAD RIGHT.  TURN
 LN0650'RIGHT (S) FOR 1.0 MILE TO A POINT WHERE MAIN ROAD TRUNS
 LN0650'RIGHT AT FENCE CORNER.  TURN LEFT ON A TRACK ROAD AND GO 0.2
 LN0650'MILE TO FORK.  KEEP LEFT FORK AND GO 0.6 MILE TO FORK.  TAKE
 LN0650'THE RIGHT FORK AND GO 2.2 MILES TO POND (OLD ROAD LEADING
 LN0650'INTO POND).  KEEP LEFT OF POND AND FOLLOW TRACK ROAD FOR 0.5
 LN0650'MILE TO A ROAD.  TURN LEFT AND GO 0.1 MILE TO A TRACK ROAD
 LN0650'RIGHT AND A SMALL MOUND OF DIRT.  TURN RIGHT AND FOLLOW
 LN0650'TRACK ROAD FOR 1.2 MILE TO AZIMUTH MARK ON LEFT.  FROM THIS
 LN0650'POINT FOLLOW TRACKS SOUTHERLY FOR ABOUT 0.3 MILE TO BASE
 LN0650'OF BUTTE AND END OF TRUCK TRAVEL.  A 3 MINUTE PACK.
 LN0650
 LN0650                          STATION RECOVERY (1963)
 LN0650
 LN0650'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LN0650'DESCRIPTION REVISED AS FOLLOWS--1. A RADIO ANTENNA AND SMALL
 LN0650'METAL BUILDING HAVE BEEN CONSTRUCTED ON THE SMALL PEAK AT THE
 LN0650'S END OF THE SHORT BUTTE WHICH HAS STATION SITE AT N END.
 LN0650'2.  R.M. 1 IS STAMPED NO. 1- NOT NO. 2 AS SHOWN IN C AND GS
 LN0650'DESCRIPTION.  3.  NEW TO REACH DESCRIPTION FOLLOWS--TO REACH FROM
 LN0650'POST OFFICE IN ROOSEVELT DRIVE EAST ON U.S. HWY 40 FOR 7.6 MI.
 LN0650'TO JUNCTION OF U.S. HWY 40 AND STATE HWY 88.  CONTINUE E ON
 LN0650'HWY 40 FOR 1.2 MI. TO GRADED RD. ON RIGHT.  TURN RIGHT (S) AND
 LN0650'GO 1.0 MI. TO Y-FK JUST AROUND BEND IN RD.  TURN LEFT AND FOLLOW
 LN0650'MAIN TRAVELED RD. FOR 1.2 MI. TO ANOTHER Y-FK.  BEAR RIGHT
 LN0650'AND FOLLOW RD. THROUGH FARM YARD FOR 0.4 MI. TO T-FENCE S.
 LN0650'TURN RIGHT AND FOLLOW RD. ALONG E. EDGE OF FENCE FOR 0.4 MI. TO GATE
 LN0650'IN N-S FENCE.  PASS THROUGH GATE AND PROCEED S. 0.4 MI. TO
 LN0650'Y-FK.  GO LEFT FOR 0.15 MI. TO A REVERSE Y-FK.  GO LEFT (SE) ON
 LN0650'TRACK RD.  FOR 2.0 MI. TO X-RD.  TURN RIGHT (S) AND DRIVE 1.7
 LN0650'MI. TO S. END OF SMALL, PROMINENT N-S BUTTE AND END OF
 LN0650'TRUCK TRAVEL BELOW RADIO ANTENNA AND SMALL BUILDING.
 LN0650'STATION IS ABOUT 300 FT.  N. AT N. END OF BUTTE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5813 ***********************************************************************
 AI5813  HT_MOD      -  This is a Height Modernization Survey Station.
 AI5813  CBN         -  This is a Cooperative Base Network Control Station.
 AI5813  DESIGNATION -  RANDALL
 AI5813  PID         -  AI5813
 AI5813  STATE/COUNTY-  UT/WEBER
 AI5813  COUNTRY     -  US
 AI5813  USGS QUAD   -  NORTH OGDEN (2017)
 AI5813
 AI5813                         *CURRENT SURVEY CONTROL
 AI5813  ______________________________________________________________________
 AI5813* NAD 83(2011) POSITION- 41 17 45.02597(N) 111 56 43.02547(W)   ADJUSTED
 AI5813* NAD 83(2011) ELLIP HT-  1373.541 (meters)        (06/27/12)   ADJUSTED
 AI5813* NAD 83(2011) EPOCH   -  2010.00
 AI5813* NAVD 88 ORTHO HEIGHT -  1389.81  (meters)     4559.7   (feet) GPS OBS
 AI5813  ______________________________________________________________________
 AI5813  GEOID HEIGHT    -        -16.269 (meters)                     GEOID18
 AI5813  NAD 83(2011) X  - -1,793,862.358 (meters)                     COMP
 AI5813  NAD 83(2011) Y  - -4,452,201.465 (meters)                     COMP
 AI5813  NAD 83(2011) Z  -  4,188,069.961 (meters)                     COMP
 AI5813  LAPLACE CORR    -         19.54  (seconds)                    DEFLEC18
 AI5813
 AI5813  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5813  Standards:
 AI5813         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5813            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5813  -------------------------------------------------------------------
 AI5813  NETWORK    0.21   0.47           0.09   0.08   0.24     -0.01293310
 AI5813  -------------------------------------------------------------------
 AI5813  Click here for local accuracies and other accuracy information.
 AI5813
 AI5813.The horizontal coordinates were established by GPS observations
 AI5813.and adjusted by the National Geodetic Survey in June 2012.
 AI5813
 AI5813.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5813.been affixed to the stable North American tectonic plate. See 
 AI5813.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5813
 AI5813.The horizontal coordinates are valid at the epoch date displayed above
 AI5813.which is a decimal equivalence of Year/Month/Day.
 AI5813
 AI5813.The orthometric height was determined by GPS observations and a
 AI5813.high-resolution geoid model using precise GPS observation and
 AI5813.processing techniques.
 AI5813
 AI5813.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5813.GEOID18 height accuracy estimate available here.
 AI5813
 AI5813.Click photographs - Photos may exist for this station.
 AI5813
 AI5813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5813
 AI5813.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5813
 AI5813.The ellipsoidal height was determined by GPS observations
 AI5813.and is referenced to NAD 83.
 AI5813
 AI5813. The following values were computed from the NAD 83(2011) position.
 AI5813
 AI5813;                    North         East     Units Scale Factor Converg.
 AI5813;SPC UT N     - 1,106,982.006   462,705.652   MT  0.99995715   -0 17 37.0
 AI5813;SPC UT N     - 3,631,823.46  1,518,060.13   sFT  0.99995715   -0 17 37.0
 AI5813;UTM  12      - 4,572,029.896   420,856.158   MT  0.99967709   -0 37 25.9
 AI5813
 AI5813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5813!SPC UT N     -   0.99978460  x   0.99995715  =   0.99974176
 AI5813!UTM  12      -   0.99978460  x   0.99967709  =   0.99946176
 AI5813
 AI5813_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2085672029(NAD 83)
 AI5813
 AI5813                          SUPERSEDED SURVEY CONTROL
 AI5813
 AI5813  NAD 83(2007)-  41 17 45.02564(N)    111 56 43.02622(W) AD(2002.00) 0
 AI5813  ELLIP H (02/10/07) 1373.556  (m)                       GP(2002.00)    
 AI5813  NAD 83(1994)-  41 17 45.02506(N)    111 56 43.02566(W) AD(       ) A
 AI5813  ELLIP H (06/28/00) 1373.575  (m)                       GP(       ) 4 1
 AI5813  NAVD 88 (01/04/12) 1389.9    (m)  GEOID09  model used  GPS OBS        
 AI5813  NAVD 88 (06/28/00) 1389.8    (m)  GEOID99  model used  GPS OBS        
 AI5813
 AI5813.Superseded values are not recommended for survey control.
 AI5813
 AI5813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5813.See file dsdata.pdf to determine how the superseded data were derived.
 AI5813
 AI5813_MARKER: DD = SURVEY DISK
 AI5813_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI5813_SP_SET: CONCRETE WATER TANK
 AI5813_STAMPING: RANDALL 1999
 AI5813_MARK LOGO: UT-057
 AI5813_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5813+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2015
 AI5813
 AI5813  HISTORY     - Date     Condition        Report By
 AI5813  HISTORY     - 1999     MONUMENTED       UT-057
 AI5813  HISTORY     - 20151215 GOOD             UT-057
 AI5813
 AI5813                          STATION DESCRIPTION
 AI5813
 AI5813'DESCRIBED BY WEBER COUNTY UTAH 1999 (EDR)
 AI5813'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 34 T7N R1W,
 AI5813'SALT LAKE BASE AND MERIDIAN, ABOUT 82.1 KM (51.00 MI) WEST OF
 AI5813'EVANSTON, WY, 24.1 KM (14.95 MI) SOUTH OF BRIGHAM CITY AND 7.2 KM
 AI5813'(4.45 MI) NORTH OF OGDEN.  OWNERSHIP--NORTH OGDEN CITY CORPORATION,
 AI5813'505 EAST 2600 NORTH, OGDEN, UT 84414.  PHONE 801-782-7211.  TO REACH
 AI5813'FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 AND STATE HIGHWAY 39, 12TH
 AI5813'STREET, GO EAST ON HIGHWAY 39 FOR 3.1 KM (1.90 MI) TO THE JUNCTION OF
 AI5813'STATE HIGHWAY 204, WALL STREET.  CONTINUE AHEAD ON HIGHWAY 39 FOR 0.65
 AI5813'KM (0.40 MI) TO THE JUNCTION OF US HIGHWAY 89, WASHINGTON BOULEVARD.
 AI5813'CONTINUE AHEAD ON HIGHWAY 39 FOR 2.1 KM (1.30 MI) TO THE JUNCTION OF
 AI5813'STATE HIGHWAY 203, HARRISON BOULEVARD.  TURN LEFT AND GO NORTH ON
 AI5813'HARRISON BOULEVARD FOR 6.1 KM (3.80 MI) TO A DIRT ROAD LEFT.  TURN
 AI5813'LEFT AND GO WEST ON THE DIRT ROAD FOR 0.2 KM (0.10 MI) TO A CONCRETE
 AI5813'WATER TANK ON THE RIGHT AND THE STATION ON TOP OF THE WATER TANK.  IT
 AI5813'IS 8.98 M (29.46 FT) NORTHWEST OF A 8 CM (3 INCH) PIPE ON THE OUTER
 AI5813'EDGE OF THE WATER TANK, 8.53 M (27.99 FT) NORTHEAST OF THE NORTHEAST
 AI5813'CORNER OF AN ACCESS DOOR ON THE WATER TANK AND 6.62 M (21.72 FT) SOUTH
 AI5813'OF A 15 CM (6 INCH) VENT PIPE.
 AI5813
 AI5813                          STATION RECOVERY (2015)
 AI5813
 AI5813'RECOVERY NOTE BY WEBER COUNTY UTAH 2015 (DJM)
 AI5813'RECOVERED AS DESCRIBED. APPROXIMATE ADDRESS OF DIRT ACCESS ROAD IS
 AI5813'2104 MOUNTAIN ROAD, OGDEN, UT 84414.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0664 ***********************************************************************
 MR0664  DESIGNATION -  RANDOLPH
 MR0664  PID         -  MR0664
 MR0664  STATE/COUNTY-  UT/RICH
 MR0664  COUNTRY     -  US
 MR0664  USGS QUAD   -  RANDOLPH (2017)
 MR0664
 MR0664                         *CURRENT SURVEY CONTROL
 MR0664  ______________________________________________________________________
 MR0664* NAD 83(1994) POSITION- 41 40 49.03803(N) 111 11 03.28991(W)   ADJUSTED
 MR0664* NAVD 88 ORTHO HEIGHT -  1938.0   (meters)     6358.    (feet) VERTCON3
 MR0664  ______________________________________________________________________
 MR0664  GEOID HEIGHT    -        -14.863 (meters)                     GEOID18
 MR0664  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 MR0664  HORZ ORDER      -  THIRD
 MR0664
 MR0664.The horizontal coordinates were established by classical geodetic methods
 MR0664.and adjusted by the National Geodetic Survey in November 1997.
 MR0664
 MR0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0664
 MR0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0664.GEOID18 height accuracy estimate available here.
 MR0664
 MR0664.Click photographs - Photos may exist for this station.
 MR0664
 MR0664.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0664
 MR0664. The following values were computed from the NAD 83(1994) position.
 MR0664
 MR0664;                    North         East     Units Scale Factor Converg.
 MR0664;SPC UT N     - 1,149,630.881   526,290.445   MT  0.99998490   +0 12 29.5
 MR0664;SPC UT N     - 3,771,747.32  1,726,671.23   sFT  0.99998490   +0 12 29.5
 MR0664;SPC WY W     -   231,655.131   708,338.371   MT  1.00004086   -0 43 55.7
 MR0664;SPC WY W     -   760,021.88  2,323,940.14   sFT  1.00004086   -0 43 55.7
 MR0664;UTM  12      - 4,614,296.393   484,664.941   MT  0.99960289   -0 07 21.1
 MR0664
 MR0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0664!SPC UT N     -   0.99969845  x   0.99998490  =   0.99968335
 MR0664!SPC WY W     -   0.99969845  x   1.00004086  =   0.99973930
 MR0664!UTM  12      -   0.99969845  x   0.99960289  =   0.99930146
 MR0664
 MR0664:                Primary Azimuth Mark                     Grid Az
 MR0664:SPC UT N     -  RANDOLPH AZ MK                           187 47 19.9
 MR0664:SPC WY W     -  RANDOLPH AZ MK                           188 43 45.1
 MR0664:UTM  12      -  RANDOLPH AZ MK                           188 07 10.5
 MR0664
 MR0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM8466414296(NAD 83)
 MR0664
 MR0664|---------------------------------------------------------------------|
 MR0664| PID    Reference Object                     Distance      Geod. Az  |
 MR0664|                                                           dddmmss.s |
 MR0664| CM5827 RANDOLPH RM 1                        11.073 METERS 01100     |
 MR0664| CM5826 RANDOLPH AZ MK                                     1875949.4 |
 MR0664| CM5828 RANDOLPH RM 2                        15.378 METERS 25725     |
 MR0664|---------------------------------------------------------------------|
 MR0664
 MR0664                          SUPERSEDED SURVEY CONTROL
 MR0664
 MR0664  NAD 83(1993)-  41 40 49.03794(N)    111 11 03.28989(W) AD(       ) 3
 MR0664  NAD 83(1986)-  41 40 49.02383(N)    111 11 03.28156(W) AD(       ) 3
 MR0664  NAD 27      -  41 40 49.22780(N)    111 11 00.56990(W) AD(       ) 3
 MR0664  NGVD 29 (07/19/86) 1936.7    (m)         6354.     (f) VERT ANG       
 MR0664
 MR0664.Superseded values are not recommended for survey control.
 MR0664
 MR0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0664.See file dsdata.pdf to determine how the superseded data were derived.
 MR0664
 MR0664_MARKER: DS = TRIANGULATION STATION DISK
 MR0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0664+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 MR0664
 MR0664  HISTORY     - Date     Condition        Report By
 MR0664  HISTORY     - 1962     MONUMENTED       CGS
 MR0664  HISTORY     - 1966     GOOD             USGS
 MR0664  HISTORY     - 1972     GOOD             NGS
 MR0664  HISTORY     - 20050901 GOOD             SLCS
 MR0664
 MR0664                          STATION DESCRIPTION
 MR0664
 MR0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0664'THE STATION IS NEAR THE SOUTHWEST CORNER OF THE CITY DUMP
 MR0664'AND NEAR THE SOUTH EDGE OF A LOW, SAGE BRUSH COVERED RIDGE.
 MR0664'IT IS ABOUT 1 MILE NORTH OF RANDOLPH AND 7 MILES WEST OF THE
 MR0664'UTAH - WYOMING STATE LINE.
 MR0664'
 MR0664'TO REACH THE STATION FROM THE POST OFFICE IN RANDOLPH, GO NORTH
 MR0664'ON STATE HIGHWAY 3 FOR 0.65 MILE TO THE AZIMUTH MARK ON THE
 MR0664'LEFT.  CONTINUE NORTHERLY ON HIGHWAY FOR 0.3 MILE TO A SIDE ROAD
 MR0664'LEFT.  TURN LEFT, WESTERLY, ON DIRT ROAD TO A NORTH-SOUTH
 MR0664'FENCE, THEN TURN RIGHT, NORTHERLY, A TOTAL OF 0.15 MILE TO THE
 MR0664'TOP OF THE HILL, THE DUMP AND THE STATION.
 MR0664'
 MR0664'STATION MARK IS A STANDARD DISK, STAMPED RANDOLPH 1962, SET IN
 MR0664'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 MR0664'IT IS 99 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF A POINT
 MR0664'WHERE A TRACK ROAD BEARS WEST, 51 FEET EAST OF A WIRE FENCE
 MR0664'AND 40 FEET EAST OF THE CENTERLINE OF THE TRACK ROAD.
 MR0664'
 MR0664'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RANDOLPH NO 1 1962,
 MR0664'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1
 MR0664'INCH.  IT IS 102 FEET SOUTH OF A WIRE FENCE, 80 FEET SOUTHEAST
 MR0664'OF THE CENTERLINE OF THE CURVE IN THE TRACK ROAD AND 59 FEET
 MR0664'EAST OF A WIRE FENCE.
 MR0664'
 MR0664'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RANDOLPH NO 2
 MR0664'1962, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0664'6 INCHES.  IT IS 100 FEET SOUTH OF THE CENTERLINE OF THE CURVE
 MR0664'IN THE TRACK ROAD, 9 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD
 MR0664'AND 1-1/2 FEET EAST OF THE WIRE FENCE.
 MR0664'
 MR0664'AZIMUTH MARK IS A STANDARD DISK, STAMPED RANDOLPH 1962, SET IN
 MR0664'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 MR0664'IT IS 52 FEET SOUTH OF A TELEPHONE LINE POLE, 49 FEET WEST OF THE
 MR0664'CENTERLINE OF STATE HIGHWAY 3, 30.4 FEET WEST-SOUTHWEST OF
 MR0664'A HIGHWAY SIGN REDUCED SPEED ZONE 1000 FT, 3 FEET NORTH OF A
 MR0664'T-FENCE INTERSECTION, 3 FEET NORTH OF A SMALL DRAINAGE DITCH
 MR0664'AND 2.2 FEET NORTH OF A HIGHWAY RIGHT-OF-WAY MARKER.
 MR0664
 MR0664                          STATION RECOVERY (1966)
 MR0664
 MR0664'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MR0664'RECOVERED IN GOOD CONDITION.
 MR0664
 MR0664                          STATION RECOVERY (1972)
 MR0664
 MR0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MR0664'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 MR0664'IN GOOD CONDITION.  A WITNESS POST IS SET BY EACH MARK.  THE
 MR0664'AREA OF THE AZIMUTH WAS COVERED WITH VERY DEEP SNOW PACK AND
 MR0664'THE MARK WAS NOT RECOVERED, BUT BELIEVED ON POSITION.
 MR0664'
 MR0664'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH
 MR0664'OF RANDOLPH
 MR0664
 MR0664                          STATION RECOVERY (2005)
 MR0664
 MR0664'RECOVERY NOTE BY SALT LAKE COUNTY SURVEYOR 2005 (KDS)
 MR0664'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0526 ***********************************************************************
 JO0526  DESIGNATION -  RANGE
 JO0526  PID         -  JO0526
 JO0526  STATE/COUNTY-  UT/MILLARD
 JO0526  COUNTRY     -  US
 JO0526  USGS QUAD   -  BLACK POINT (2017)
 JO0526
 JO0526                         *CURRENT SURVEY CONTROL
 JO0526  ______________________________________________________________________
 JO0526* NAD 83(1994) POSITION- 38 45 10.35957(N) 112 37 38.78129(W)   ADJUSTED
 JO0526* NAVD 88 ORTHO HEIGHT -  1607.0   (meters)     5272.    (feet) VERTCON3
 JO0526  ______________________________________________________________________
 JO0526  GEOID HEIGHT    -        -19.882 (meters)                     GEOID18
 JO0526  LAPLACE CORR    -          6.33  (seconds)                    DEFLEC18
 JO0526  HORZ ORDER      -  FIRST
 JO0526
 JO0526.The horizontal coordinates were established by classical geodetic methods
 JO0526.and adjusted by the National Geodetic Survey in November 1997.
 JO0526
 JO0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0526
 JO0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0526.GEOID18 height accuracy estimate available here.
 JO0526
 JO0526.Click photographs - Photos may exist for this station.
 JO0526
 JO0526.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0526
 JO0526. The following values were computed from the NAD 83(1994) position.
 JO0526
 JO0526;                    North         East     Units Scale Factor Converg.
 JO0526;SPC UT C     - 2,047,197.087   401,990.365   MT  1.00007553   -0 43 20.0
 JO0526;SPC UT C     - 6,716,512.44  1,318,863.39   sFT  1.00007553   -0 43 20.0
 JO0526;UTM  12      - 4,290,611.106   358,584.137   MT  0.99984627   -1 01 08.0
 JO0526
 JO0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0526!SPC UT C     -   0.99975104  x   1.00007553  =   0.99982655
 JO0526!UTM  12      -   0.99975104  x   0.99984627  =   0.99959734
 JO0526
 JO0526:                Primary Azimuth Mark                     Grid Az
 JO0526:SPC UT C     -  RANGE AZ MK                              192 33 17.9
 JO0526:UTM  12      -  RANGE AZ MK                              192 51 05.9
 JO0526
 JO0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH5858490611(NAD 83)
 JO0526
 JO0526|---------------------------------------------------------------------|
 JO0526| PID    Reference Object                     Distance      Geod. Az  |
 JO0526|                                                           dddmmss.s |
 JO0526| CM5830 RANGE RM 1                            8.999 METERS 02008     |
 JO0526| CM5829 RANGE AZ MK                                        1914957.9 |
 JO0526| CM5831 RANGE RM 2                            8.167 METERS 30153     |
 JO0526|---------------------------------------------------------------------|
 JO0526
 JO0526                          SUPERSEDED SURVEY CONTROL
 JO0526
 JO0526  NAD 83(1986)-  38 45 10.35374(N)    112 37 38.77509(W) AD(       ) 1
 JO0526  NAD 27      -  38 45 10.46800(N)    112 37 35.97900(W) AD(       ) 1
 JO0526  NGVD 29 (07/19/86) 1605.9    (m)         5269.     (f) VERT ANG       
 JO0526
 JO0526.Superseded values are not recommended for survey control.
 JO0526
 JO0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0526.See file dsdata.pdf to determine how the superseded data were derived.
 JO0526
 JO0526_MARKER: DS = TRIANGULATION STATION DISK
 JO0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0526_STAMPING: RANGE 1947
 JO0526_MARK LOGO: CGS
 JO0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0526+STABILITY: SURFACE MOTION
 JO0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0526+SATELLITE: SATELLITE OBSERVATIONS - 1986
 JO0526
 JO0526  HISTORY     - Date     Condition        Report By
 JO0526  HISTORY     - 1947     MONUMENTED       CGS
 JO0526  HISTORY     - 1976     GOOD             NGS
 JO0526  HISTORY     - 1986     GOOD
 JO0526
 JO0526                          STATION DESCRIPTION
 JO0526
 JO0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 JO0526'STATION LOCATED ON THE HIGHEST POINT OF A LOW, SAGE BRUSH
 JO0526'COVERED KNOLL THAT LIES TO THE NORTH END OF A SWALE AND IS
 JO0526'THE HIGHEST POINT IN THE NEAR VICINITY, ABOUT 10.5 MILES AIRLINE
 JO0526'NORTHWEST OF COVE FORT, 10.5 MILES AIRLINE SOUTHWEST OF
 JO0526'KANOSH, AND 8 FEET NORTHEAST OF WHITE WITNESS POST, PROJECTS
 JO0526'4 INCHES, AND STAMPED--RANGE 1947.
 JO0526'
 JO0526'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 JO0526'STATION, PROJECTS 4 INCHES, AND STAMPED--RANGE NO 1 1947.
 JO0526'
 JO0526'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION
 JO0526'AS STATION, PROJECTS 4 INCHES, AND STAMPED--RANGE NO 2 1947.
 JO0526'
 JO0526'AZIMUTH MARK IS 3 PACES SOUTH OF CENTERLINE OF TRACK ROAD,
 JO0526'3 FEET WEST OF WHITE WITNESS POST, PROJECTS 5 INCHES, AND
 JO0526'STAMPED--RANGE 1947.
 JO0526'
 JO0526'TO REACH FROM POST OFFICE IN KANOSH GO SOUTHWEST ON U.S.
 JO0526'HIGHWAY 91 FOR 9.0 MILES TO A BLADED ROAD ON RIGHT.  (THERE
 JO0526'IS A SIGN ON LEFT READING LITTLE AMERICA AND ECT.) TURN
 JO0526'RIGHT ON THIS OLD, BLADED ROAD AND GO 1.3 MILE TO A Y FORK.
 JO0526'TAKE RIGHT FORK AND GO 1.5 MILE TO WHERE STATION CAN BE SEEN
 JO0526'ON LOW KNOLL AT HEAD OF SWALE TO NORTH.  (AZIMUTH MARK IS AT
 JO0526'THIS POINT AS DESCRIBED ABOVE) TURN RIGHT AND DRIVE UP SWALE
 JO0526'ACROSS COUNTRY FOR 0.9 MILE TO STATION AS DESCRIBED ABOVE.
 JO0526'A DRIVE STATION.
 JO0526
 JO0526                          STATION RECOVERY (1976)
 JO0526
 JO0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JDS)
 JO0526'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2
 JO0526'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  ALL
 JO0526'DIRECTIONS AND DISTANCES TO THE MARKS CHECKED.  THE STATION MARK
 JO0526'WAS USED AS THE ANTENNA SITE FOR GEOCEIVER STATION 51055.
 JO0526'
 JO0526'A NEW DESCRIPTION FOLLOWS.
 JO0526'
 JO0526'THE STATION IS LOCATED 23 MILES SOUTHWEST OF FILLMORE, 11 MILES
 JO0526'SOUTHWEST OF KANOSH AND 3.5 MILES WEST OF INTERSTATE HIGHWAY 15.
 JO0526'IT IS ON THE TOP OF A HIGH GRASS COVERED HILL OF BUREAU OF LAND
 JO0526'MANAGEMENT RANGE LAND IN SECTION 3 OF T 24 S, R 7 W.
 JO0526'
 JO0526'TO REACH THE STATION FROM THE CENTER OF THE UNDERPASS AT THE KANOSH
 JO0526'EXIT (EXIT 145) ON INTERSTATE HIGHWAY 15 ABOUT 17 MILES SOUTH OF
 JO0526'FILLMORE, GO EAST TOWARD KANOSH FOR 0.15 MILE TO A SIDE ROAD RIGHT.
 JO0526'TURN RIGHT AND GO SOUTHERLY ON OLD U.S. HIGHWAY 91 FOR 1.85 MILES
 JO0526'TO A SIDE ROAD AND OVERPASS ON THE RIGHT.  TURN RIGHT, CROSS
 JO0526'OVERPASS AND GO SOUTHWEST ON BLADED ROAD FOR 0.55 MILE TO DOUBLE
 JO0526'FORKS ON THE RIGHT, BEAR LEFT AND CONTINUE SOUTHWEST ON MAIN
 JO0526'ROAD FOR 0.4 MILE TO A SIDE ROAD RIGHT, CONTINUE STRAIGHT AHEAD
 JO0526'FOR 0.7 MILE TO A Y.  TAKE THE RIGHT FORK AND GO WESTERLY FOR
 JO0526'1.65 MILES TO AZIMUTH MARK ON THE LEFT AS DESCRIBED.  FROM HERE
 JO0526'THE STATION IS ON THE FURTHEST HILL TO THE NORTH.  TO REACH
 JO0526'STATION CONTINUE WEST ON BLADED ROAD FOR 0.3 MILE TO A T-FENCE
 JO0526'AND TWO GATES ON THE RIGHT.  TURN RIGHT, PASS THROUGH FIRST
 JO0526'GATE AND GO NORTHERLY ACROSS PASTURE ON TRACK ROAD FOR 0.7 MILE
 JO0526'TO A FORK.  TAKE LEFT FORK AND GO NORTHWEST FOR 0.25 MILE TO A
 JO0526'T-FENCE AND SHEEP PENS ON THE RIGHT.  TURN RIGHT AND GO NORTH
 JO0526'THROUGH THE SHEEP PENS FOR 120 FEET, KEEPING TO THE EAST OF
 JO0526'THE NORTH-SOUTH FENCE LINE.  FROM HERE TURN RIGHT AND GO EAST
 JO0526'ACROSS COUNTRY FOR 0.5 MILE TO THE TOP OF THE HIGHEST HILL AND
 JO0526'THE STATION AS DESCRIBED.
 JO0526'
 JO0526'THE STATION MARK IS A STANDARD DISK, STAMPED RANGE 1947, SET IN
 JO0526'THE TOP OF A 11-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 JO0526'INCHES.  IT IS 339.5 FEET NORTHWEST OF A T-FENCE CORNER, 75.0 FEET
 JO0526'WEST OF A NORTH SOUTH SHEEP WIRE FENCE LINE AND 7.5 FEET NORTHEAST
 JO0526'OF A 4X4 INCH WOODEN WITNESS POST.
 JO0526'
 JO0526'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED RANGE NO 1
 JO0526'1947, SET IN THE TOP OF A 11-INCH SQUARE CONCRETE MONUMENT THAT
 JO0526'PROJECTS 4 INCHES.  IT IS 365 FEET NORTH-NORTHWEST OF THE T-FENCE
 JO0526'CORNER, 67 FEET WEST OF THE FENCE AND 39.5 FEET NORTHEAST OF THE
 JO0526'WITNESS POST.
 JO0526'
 JO0526'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED RANGE NO 2
 JO0526'1947, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 JO0526'PROJECTS 4 INCHES.  IT IS 358.5 FEET NORTHWEST OF THE T-FENCE
 JO0526'CORNER, 98.3 FEET WEST OF THE FENCE AND 26 FEET NORTHWEST OF THE
 JO0526'WITNESS POST.
 JO0526'
 JO0526'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, RANGE 1947, SET IN THE
 JO0526'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 JO0526'IT IS 54 FEET SOUTH OF A EAST-WEST BARBED WIRE FENCE LINE NORTH
 JO0526'OF THE ROAD, 14.5 FEET SOUTH OF THE CENTER OF THE BLADED ROAD AND
 JO0526'4 FEET NORTH OF A METAL WITNESS POST.
 JO0526'
 JO0526'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES SOUTHWEST
 JO0526'OF KANOSH.
 JO0526
 JO0526                          STATION RECOVERY (1986)
 JO0526
 JO0526'RECOVERED 1986
 JO0526'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0468 ***********************************************************************
 KN0468  DESIGNATION -  RANGE
 KN0468  PID         -  KN0468
 KN0468  STATE/COUNTY-  UT/CARBON
 KN0468  COUNTRY     -  US
 KN0468  USGS QUAD   -  PATMOS HEAD (2017)
 KN0468
 KN0468                         *CURRENT SURVEY CONTROL
 KN0468  ______________________________________________________________________
 KN0468* NAD 83(1994) POSITION- 39 35 20.50905(N) 110 16 56.06090(W)   ADJUSTED
 KN0468* NAVD 88 ORTHO HEIGHT -  2992.3   (meters)     9817.    (feet) VERTCON3
 KN0468  ______________________________________________________________________
 KN0468  GEOID HEIGHT    -        -17.166 (meters)                     GEOID18
 KN0468  LAPLACE CORR    -          4.24  (seconds)                    DEFLEC18
 KN0468  HORZ ORDER      -  FIRST
 KN0468
 KN0468.The horizontal coordinates were established by classical geodetic methods
 KN0468.and adjusted by the National Geodetic Survey in November 1997.
 KN0468
 KN0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0468
 KN0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0468.GEOID18 height accuracy estimate available here.
 KN0468
 KN0468.Click photographs - Photos may exist for this station.
 KN0468
 KN0468.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0468
 KN0468. The following values were computed from the NAD 83(1994) position.
 KN0468
 KN0468;                    North         East     Units Scale Factor Converg.
 KN0468;SPC UT C     - 2,140,117.648   604,597.160   MT  0.99990799   +0 46 48.3
 KN0468;SPC UT C     - 7,021,369.32  1,983,582.52   sFT  0.99990799   +0 46 48.3
 KN0468;UTM  12      - 4,382,391.251   561,633.870   MT  0.99964677   +0 27 26.7
 KN0468
 KN0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0468!SPC UT C     -   0.99953346  x   0.99990799  =   0.99944150
 KN0468!UTM  12      -   0.99953346  x   0.99964677  =   0.99918040
 KN0468
 KN0468:                Primary Azimuth Mark                     Grid Az
 KN0468:SPC UT C     -  RANGE AZ MK                              067 07 28.2
 KN0468:UTM  12      -  RANGE AZ MK                              067 26 49.8
 KN0468
 KN0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ6163382391(NAD 83)
 KN0468
 KN0468|---------------------------------------------------------------------|
 KN0468| PID    Reference Object                     Distance      Geod. Az  |
 KN0468|                                                           dddmmss.s |
 KN0468| CM6994 RANGE AZ MK                                        0675416.5 |
 KN0468| KM0385 TAYLOR AZ MK                        APPROX.27.6 KM 0813353.9 |
 KN0468| CM6996 RANGE RM 2                            9.690 METERS 13031     |
 KN0468| CM6997 RANGE RM 3                           13.990 METERS 16206     |
 KN0468| KN0467 PATMOS HEAD RESET                   APPROX.10.1 KM 1970327.9 |
 KN0468| CM6995 RANGE RM 1                            9.405 METERS 35725     |
 KN0468|---------------------------------------------------------------------|
 KN0468
 KN0468                          SUPERSEDED SURVEY CONTROL
 KN0468
 KN0468  NAD 83(1986)-  39 35 20.48065(N)    110 16 56.05927(W) AD(       ) 1
 KN0468  NAD 27      -  39 35 20.60900(N)    110 16 53.48400(W) AD(       ) 1
 KN0468  NGVD 29 (07/19/86) 2990.8    (m)         9812.     (f) VERT ANG       
 KN0468
 KN0468.Superseded values are not recommended for survey control.
 KN0468
 KN0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0468.See file dsdata.pdf to determine how the superseded data were derived.
 KN0468
 KN0468
 KN0468  HISTORY     - Date     Condition        Report By
 KN0468  HISTORY     - 1931     MONUMENTED       CGS
 KN0468  HISTORY     - 1936     GOOD             CGS
 KN0468
 KN0468                          STATION DESCRIPTION
 KN0468
 KN0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 KN0468'ABOUT 15 MILES BY TRAIL OR 8 MILES (AIR LINE) EAST OF SUNNYSIDE,
 KN0468'2 MILES NORTH BY EAST OF UTAH FUEL COMPANYS PUMPING STATION
 KN0468'ON RANGE CREEK, ABOUT 1-1/2 MILES NORTHWEST BY NORTH OF WILLOW
 KN0468'SPRINGS, IN SW 1/4 SEC. 19, T. 14 S., R. 15 E., ON ONE OF HIGHEST
 KN0468'POINTS OF RANGE VALLEY MOUNTAINS, APPARENTLY ON NEXT TO LAST
 KN0468'PEAK FROM SOUTHEAST END OF RIDGE, ABOUT 1/2 MILE SOUTHEAST OF
 KN0468'VERY PROMINENT SADDLE OVER WHICH TRAIL PASSES, AT POINT OF
 KN0468'RIDGE WHICH SLOPES GENTLY TO NORTH AND DROPS OFF ABRUPTLY TO
 KN0468'SOUTH, AND ABOUT 200 YARDS FROM TRAIL LEADING FROM END OF
 KN0468'TRUCK TRAVEL.  TO REACH FROM SUNNYSIDE--FROM GENERAL STORE ON
 KN0468'EAST SIDE OF RAILROAD TRACKS, FOLLOW MAIN-TRAVELED ROAD
 KN0468'(ASPHALT) UP CANYON IN NORTHERLY DIRECTION 2.8 MILES TO SOME
 KN0468'ASPHALT BUNKERS ON RIGHT AT END OF AERIAL CABLEWAY THAT COMES
 KN0468'DOWN RIGHT-HAND CANYON FROM ASPHALT MINE.  GO STRAIGHT AHEAD UP
 KN0468'RIGHT-HAND CANYON ALONG AERIAL CABLEWAY IN NORTHEASTERLY
 KN0468'DIRECTION 2.7 MILES TO CABLEWAY TOWER AT EDGE OF ROAD ON LEFT.
 KN0468'ABOUT 200 YARDS BACK DOWN MOUNTAIN FROM THIS TOWER AND ON
 KN0468'RIGHT OF ROAD IS SMALL GREEN HOUSE.  LEAVE ROAD ABOUT 50 YARDS
 KN0468'ABOVE TOWER, TURN SHARPLY TO LEFT AND FOLLOW GOOD TRAIL
 KN0468'SOUTHWESTERLY ABOUT 1 MILE.  HERE TRAIL TURNS SHARPLY TO RIGHT
 KN0468'AND CONTINUES IN NORTHEASTERLY DIRECTION ABOUT 1-1/2 OR 2
 KN0468'MILES TO TOP OF MOUNTAIN, TO POINT DIRECTLY ABOVE ASPHALT
 KN0468'MINE.  HERE TAKE LEFT-HAND TRAIL STRAIGHT AHEAD, THEN BEAR TO
 KN0468'RIGHT IN SOUTHEASTERLY DIRECTION ALONG TOP OF RANGE VALLEY
 KN0468'MOUNTAIN AND GO ABOUT 7 MILES.  IN CLEARING ABOUT 1/2 MILE BEYOND
 KN0468'VERY PROMINENT HOGBACK RIDGE LEAVE TRAIL, TURNING TO RIGHT,
 KN0468'AND GO ABOUT 200 YARDS TO TOP OF RIDGE AND STATION.  ABOUT
 KN0468'4-HOUR PACK WITH HORSES FROM END OF TRUCK TRAVEL.  WATER IN
 KN0468'CANYON TO SOUTHEAST, ABOUT 1/2 MILE FROM STATION.  MARKED BY
 KN0468'STANDARD DISK MOLDED ONTO BRONZE STAFF DRIVEN INTO GROUND
 KN0468'WITH ROCK PILED AROUND TOP.  IN 1936 FORM 18 BY 24 BY 6
 KN0468'INCHES IN SIZE WAS BUILT AROUND TOP OF STAFF AND FILLED
 KN0468'WITH CONCRETE AND CRUSHED ROCK.  MARK IS 8 INCHES ABOVE SURFACE
 KN0468'OF GROUND.  REFERENCE MARK NO. 1 IS STANDARD DISK IN 6- BY
 KN0468'12-INCH BOULDER, FLUSH WITH SURFACE OF GROUND, ON NORTH SLOPE
 KN0468'OF STATION RIDGE, AND 9.405 METERS (30.86 FEET) NORTH
 KN0468'FROM STATION N 02 DEG 35 MIN W.  NO. 2 IS STANDARD
 KN0468'DISK IN BOULDER, FLUSH WITH SURFACE OF GROUND, ON SAME RIDGE AS
 KN0468'STATION, AND 9.69 METERS (31.8 FEET) EAST-SOUTHEAST THEREFROM
 KN0468'S 49 DEG 29 MIN E.  NO. 3 IS STANDARD DISK MOLDED
 KN0468'ONTO BRONZE STAFF DRIVEN INTO GROUND, PROJECTING 10
 KN0468'INCHES, AND HAVING ROCK PILED AROUND IT TO PROTECT IT.  IT IS
 KN0468'ON THE SOUTH SLOPE OF STATION RIDGE, 13.99 METERS (45.9
 KN0468'FEET) SOUTH-SOUTHEAST OF STATION S 17 DEG 54 MIN W.
 KN0468'DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND NO. 2 IS 57.42 FEET,
 KN0468'AND BETWEEN NO. 2 AND NO. 3 IS 25.15 FEET.  AZIMUTH MARK (1936)
 KN0468'IS STANDARD DISK MOLDED ONTO BRONZE STAFF DRIVEN INTO GROUND, AND
 KN0468'PROJECTING 10 INCHES.  IT IS ON FIRST RIDGE NORTHEAST OF STATION,
 KN0468'ROUND-TOPPED RIDGE RUNNING EAST AND WEST WITH SOME SCATTERED
 KN0468'ASPEN TREES ON IT, AND IS APPROXIMATELY 1/4 MILE FROM STATION
 KN0468'N 67 DEG 54 MIN E.  STATION PATMOS HEAD (SEE
 KN0468'GEOGRAPHIC POSITION AND DESCRIPTION THEREOF) IS VISIBLE FROM
 KN0468'GROUND AT STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0663 ***********************************************************************
 LN0663  DESIGNATION -  RANGER
 LN0663  PID         -  LN0663
 LN0663  STATE/COUNTY-  UT/UINTAH
 LN0663  COUNTRY     -  US
 LN0663  USGS QUAD   -  ELK PARK (2017)
 LN0663
 LN0663                         *CURRENT SURVEY CONTROL
 LN0663  ______________________________________________________________________
 LN0663* NAD 83(1994) POSITION- 40 47 32.34197(N) 109 40 24.44426(W)   ADJUSTED
 LN0663* NAVD 88 ORTHO HEIGHT -  3230.6   (meters)    10599.    (feet) VERTCON3
 LN0663  ______________________________________________________________________
 LN0663  GEOID HEIGHT    -        -13.240 (meters)                     GEOID18
 LN0663  LAPLACE CORR    -         -7.27  (seconds)                    DEFLEC18
 LN0663  HORZ ORDER      -  SECOND
 LN0663
 LN0663.The horizontal coordinates were established by classical geodetic methods
 LN0663.and adjusted by the National Geodetic Survey in November 1997.
 LN0663
 LN0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0663
 LN0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0663.GEOID18 height accuracy estimate available here.
 LN0663
 LN0663.Click photographs - Photos may exist for this station.
 LN0663
 LN0663.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0663
 LN0663. The following values were computed from the NAD 83(1994) position.
 LN0663
 LN0663;                    North         East     Units Scale Factor Converg.
 LN0663;SPC UT C     - 2,274,582.098   654,153.139   MT  1.00003852   +1 10 12.2
 LN0663;SPC UT C     - 7,462,524.77  2,146,167.42   sFT  1.00003852   +1 10 12.2
 LN0663;UTM  12      - 4,516,549.216   611,915.256   MT  0.99975416   +0 52 00.3
 LN0663
 LN0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0663!SPC UT C     -   0.99949557  x   1.00003852  =   0.99953407
 LN0663!UTM  12      -   0.99949557  x   0.99975416  =   0.99924985
 LN0663
 LN0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL1191516549(NAD 83)
 LN0663
 LN0663|---------------------------------------------------------------------|
 LN0663| PID    Reference Object                     Distance      Geod. Az  |
 LN0663|                                                           dddmmss.s |
 LN0663| LN0664 TROUT                               395.260 METERS 00053     |
 LN0663| CP6468 RANGER RM 1                           9.659 METERS 05643     |
 LN0663| CP6469 RANGER RM 2                          28.427 METERS 14428     |
 LN0663|---------------------------------------------------------------------|
 LN0663
 LN0663                          SUPERSEDED SURVEY CONTROL
 LN0663
 LN0663  NAD 83(1993)-  40 47 32.34197(N)    109 40 24.44430(W) AD(       ) 2
 LN0663  NAD 83(1986)-  40 47 32.32251(N)    109 40 24.43258(W) AD(       ) 2
 LN0663  NAD 27      -  40 47 32.47300(N)    109 40 21.90800(W) AD(       ) 2
 LN0663  NGVD 29 (07/19/86) 3229.0    (m)        10594.     (f) VERT ANG       
 LN0663
 LN0663.Superseded values are not recommended for survey control.
 LN0663
 LN0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0663.See file dsdata.pdf to determine how the superseded data were derived.
 LN0663
 LN0663_MARKER: DS = TRIANGULATION STATION DISK
 LN0663_SETTING: 66 = SET IN ROCK OUTCROP
 LN0663_STAMPING: RANGER 1937
 LN0663_MARK LOGO: CGS
 LN0663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0663+STABILITY: POSITION/ELEVATION WELL
 LN0663
 LN0663  HISTORY     - Date     Condition        Report By
 LN0663  HISTORY     - 1937     MONUMENTED       CGS
 LN0663  HISTORY     - 1937     GOOD             CGS
 LN0663  HISTORY     - 1947     GOOD             CGS
 LN0663  HISTORY     - 1963     GOOD             CGS
 LN0663
 LN0663                          STATION DESCRIPTION
 LN0663
 LN0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LN0663'IN THE ASHLEY NATIONAL FOREST, ABOUT 24-3/4 MILES NNW OF VERNAL,
 LN0663'13-3/4 MILES SSE OF MANILA, 2-3/4 MILES N OF THE TROUT CREEK
 LN0663'RANGER STATION, NEAR THE HEAD OF TROUT CREEK, ON A SUMMIT OF
 LN0663'A HIGH, WOODED PEAK OF THE UINTAH MOUNTAINS, ON A NARROW
 LN0663'TIMBERED AND ROCKY SUMMIT ABOUT 3/8 MILES S OF THE HIGHEST
 LN0663'POINT OF THE PEAK (STATION TROUT) AND SEPARATED FROM IT BY A
 LN0663'HEAVILY TIMBERED SADDLE, ON TOP OF A RECTANGULAR ROCK OUTCROP
 LN0663'ABOUT 3 FEET HIGH WHICH IS A PART OF THE BROKEN, ROCK DIKE
 LN0663'ALONG THE BACKNONE OF THE SUMMIT.
 LN0663'
 LN0663'STATION, REFERENCE MARK NO. K, AND AZIMUTH MARKS ARE STANDARD
 LN0663'BRONZE DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 LN0663'
 LN0663'REFERENCE MARK NO. 2 IS A STANDARD DISK WEDGED IN A DRILL HOLE
 LN0663'IN A BOULDER.
 LN0663'
 LN0663'REFERENCE MARK NO. 1 IS NE OF THE STATION, AT E EDGE OF THE
 LN0663'SUMMIT.  REFERENCE MARK NO. 2 IS SE OF THE STATION AT THE E EDGE
 LN0663'OF THE SUMMIT.
 LN0663'
 LN0663'THE AZIMUTH MARK IS STATION TROUT, ABOUT 3/8 MILE N, ON THE
 LN0663'HIGHER, WOODED SUMMIT ON THE N SIDE OF THE HEAVILY TIMBERED
 LN0663'SADDLE MENTIONED ABOVE, AT THE N END OF THE PEAK, IN ABOUT THE
 LN0663'CENTER OF THE LEVEL SUMMIT.
 LN0663'
 LN0663'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 LN0663'STATE HIGHWAY 44 AT VERNAL, GO N ON HIGHWAY 44 FOR 22 MILES AND
 LN0663'TAKE LEFT FORK ON GRADED ROAD AT SIGN TROUT CREEK RANGER STATION
 LN0663'15 MILES, THENCE ON THE MAIN-TRAVELED ROAD FOR 13.3 MILES AND
 LN0663'TURN RIGHT ON T-ROAD JUST AFTER CROSSING A SMALL, WOODEN BRIDGE,
 LN0663'THENCE N FOR 0.5 MILE TO THE RANGER STATION AND THE END OF
 LN0663'TRUCK TRAVEL.  GO N UP A BOGGY MEADOW FOR ABOUT 1/4 MILE AND
 LN0663'STRIKE A WELL-MARKED FOREST SERVICE TRAIL, THENCE NORTHERLY ON
 LN0663'THE TRAIL FOR ABOUT 2 MILES TO CREST OF A LOW, ROCKY RIDGE
 LN0663'AND A TRIANGLE BLAZED TREE ON THE RIGHT.  THE STATION PEAK
 LN0663'BEARS ABOUT 303 DEG MAGNETIC FROM THIS POINT.  TURN LEFT,
 LN0663'LEAVING THE TRAIL, AND GO WESTERLY THROUGH THE TIMBER,
 LN0663'BEARING LEFT TO AVOID THE WORST OF THE DOWN TIMBER, FOR
 LN0663'ABOUT 3/8 MILE TO THE BASE OF THE S SLOPE OF THE STATION PEAK,
 LN0663'THENCE TURN RIGHT AND GO NORTHERLY UP THE ROCKY RIDGE, WHICH
 LN0663'IS QUITE STEEP AT POINTS, FOR ABOUT 3/8 MILE TO THE ROCKY
 LN0663'SUMMIT ON S SIDE OF A HEAVILY TIMBERED SADDLE AND THE
 LN0663'STATION.  TO REACH STATION TROUT CONTINUE N ACROSS THE SADDLE
 LN0663'FOR ABOUT 3/8 MILE TO THE N PEAK.  RANGER IS ABOUT 3 MILES
 LN0663'FROM THE RANGER STATION, 1-1/3 HOURS STEADY PACKING.
 LN0663'
 LN0663'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 LN0663
 LN0663                          STATION RECOVERY (1937)
 LN0663
 LN0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937
 LN0663'STATION MARK AND REFERENCE MARK NO.1 FOUND IN GOOD CONDITION.
 LN0663'REFERENCE MARK NO.2 NOT RECOVERED BUT WAS PROBABLY OVERLOOKED BY
 LN0663'FIELD PARTY.
 LN0663
 LN0663                          STATION RECOVERY (1947)
 LN0663
 LN0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LN0663'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 LN0663'STATION WAS OBSERVED ON BUT NOT OCCUPIED IN 1947.
 LN0663'
 LN0663'IN THE ASHLEY NATIONAL FOREST, ABOUT 24-3/4 MILES NNW OF VERNAL,
 LN0663'13-3/4 MILES SSE OF MANILA, 2-3/4 MILES N OF THE TROUT CREEK
 LN0663'RANGER STATION, NEAR THE HEAD OF TROUT CREEK, ON A SUMMIT OF
 LN0663'A HIGH, WOODED PEAK OF THE UINTAH MOUNTAINS, ON A NARROW
 LN0663'TIMBERED AND ROCKY SUMMIT ABOUT 3/8 MILE S OF THE HIGHEST POINT
 LN0663'OF THE PEAK (STATION TROUT) AND SEPARATED FROM IT BY A HEAVILY
 LN0663'TIMBERED SADDLE, ON TOP OF A RECTANGULAR ROCK OUTCROP ABOUT
 LN0663'3 FEET HIGH WHICH IS A PART OF THE BROKEN, ROCK DIKE ALONG THE
 LN0663'BACKBONE OF THE SUMMIT.
 LN0663'
 LN0663'STATION, REFERENCE MARK NO. 1, AND AZIMUTH MARKS ARE STANDARD
 LN0663'BRONZE DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 LN0663'
 LN0663'REFERENCE MARK NO. 2 IS A STANDARD DISK WEDGED IN A DRILL HOLE
 LN0663'IN A BOULDER.
 LN0663'
 LN0663'REFERENCE MARK NO. 1 IS NE OF THE STATION, AT E EDGE OF THE SUMMIT.
 LN0663'REFERENCE MARK NO. 2 IS SE OF THE STATION AT THE E EDGE OF THE
 LN0663'SUMMIT.
 LN0663'
 LN0663'THE AZIMUTH MARK IS STATION TROUT, ABOUT 3/8 MILE N, ON THE
 LN0663'HIGHER, WOODED SUMMIT ON THE N SIDE OF THE HEAVILY TIMBERED
 LN0663'SADDLE MENTIONED ABOVE, AT THE N END OF THE PEAK, IN ABOUT
 LN0663'THE CENTER OF THE LEVEL SUMMIT.
 LN0663'
 LN0663'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 LN0663'STATE HIGHWAY 44 AT VERNAL, GO N ON HIGHWAY 44 FOR 22 MILES
 LN0663'AND TAKE LEFT FORK ON GRADED ROAD AT SIGN--TROUT CREEK RANGER
 LN0663'STATION 15 MILES, THENCE ON THE MAIN-TRAVELED ROAD FOR 13.3
 LN0663'MILES AND TURN RIGHT ON T-ROAD JUST AFTER CROSSING A SMALL,
 LN0663'WOODEN BRIDGE, THENCE N FOR 0.5 MILE TO THE RANGER STATION AND
 LN0663'THE END OF TRUCK TRAVEL.  GO N UP A BOGGY MEADOW FOR ABOUT
 LN0663'1/4 MILE AND STRIKE A WELL-MARKED FOREST SERVICE TRAIL, THENCE
 LN0663'NORTHERLY ON THE TRAIL FOR ABOUT 2 MILES TO CREST OF A LOW,
 LN0663'ROCKY RIDGE AND A TRIANGLE BLAZED TREE ON THE RIGHT.  THE
 LN0663'STATION PEAK BEARS ABOUT 303 DEG MAGNETIC FROM THIS POINT.
 LN0663'TURN LEFT, LEAVING THE TRAIL, AND GO WESTERLY THROUGH THE
 LN0663'TIMBER, BEARING LEFT TO AVOID THE WORST OF THE DOWN TIMBER, FOR
 LN0663'ABOUT 3/8 MILE TO THE BASE OF THE S SLOPE OF THE STATION
 LN0663'PEAK, THENCE TURN RIGHT AND GO NORTHERLY UP THE ROCKY RIDGE,
 LN0663'WHICH IS QUITE STEEP AT POINTS, FOR ABOUT 3/8 MILE TO THE
 LN0663'ROCKY SUMMIT ON S SIDE OF A HEAVILY TIMBERED SADDLE AND THE
 LN0663'STATION.  TO REACH STATION TROUT CONTINUE N ACROSS THE
 LN0663'SADDLE FOR ABOUT 3/8 MILE TO THE N PEAK.  RANGER IS ABOUT 3
 LN0663'MILES FROM THE RANGER STATION, 1-1/3 HOURS STEADY PACKING.
 LN0663'
 LN0663'STATION WAS NOT OCCUPIED IN 1947.
 LN0663'
 LN0663'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 LN0663
 LN0663                          STATION RECOVERY (1963)
 LN0663
 LN0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLG)
 LN0663'STATION AND MARKS WERE FOUND AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0516 ***********************************************************************
 LP0516  DESIGNATION -  RATTLE
 LP0516  PID         -  LP0516
 LP0516  STATE/COUNTY-  UT/TOOELE
 LP0516  COUNTRY     -  US
 LP0516  USGS QUAD   -  WIG MOUNTAIN NE (2017)
 LP0516
 LP0516                         *CURRENT SURVEY CONTROL
 LP0516  ______________________________________________________________________
 LP0516* NAD 83(1994) POSITION- 40 29 14.65841(N) 113 07 19.01544(W)   ADJUSTED
 LP0516* NAVD 88 ORTHO HEIGHT -  1403.7   (meters)     4605.    (feet) VERTCON3
 LP0516  ______________________________________________________________________
 LP0516  GEOID HEIGHT    -        -18.176 (meters)                     GEOID18
 LP0516  LAPLACE CORR    -          6.04  (seconds)                    DEFLEC18
 LP0516  HORZ ORDER      -  FIRST
 LP0516
 LP0516.The horizontal coordinates were established by classical geodetic methods
 LP0516.and adjusted by the National Geodetic Survey in November 1997.
 LP0516
 LP0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0516
 LP0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0516.GEOID18 height accuracy estimate available here.
 LP0516
 LP0516.Click photographs - Photos may exist for this station.
 LP0516
 LP0516.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0516
 LP0516. The following values were computed from the NAD 83(1994) position.
 LP0516
 LP0516;                    North         East     Units Scale Factor Converg.
 LP0516;SPC UT C     - 2,240,395.284   362,497.865   MT  0.99996360   -1 02 20.3
 LP0516;SPC UT C     - 7,350,363.53  1,189,295.08   sFT  0.99996360   -1 02 20.3
 LP0516;UTM  12      - 4,484,019.479   320,158.945   MT  0.99999813   -1 22 41.2
 LP0516
 LP0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0516!SPC UT C     -   0.99978270  x   0.99996360  =   0.99974630
 LP0516!UTM  12      -   0.99978270  x   0.99999813  =   0.99978083
 LP0516
 LP0516:                Primary Azimuth Mark                     Grid Az
 LP0516:SPC UT C     -  RATTLE AZ MK                             121 30 44.9
 LP0516:UTM  12      -  RATTLE AZ MK                             121 51 05.8
 LP0516
 LP0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK2015884019(NAD 83)
 LP0516
 LP0516|---------------------------------------------------------------------|
 LP0516| PID    Reference Object                     Distance      Geod. Az  |
 LP0516|                                                           dddmmss.s |
 LP0516| CM5833 RATTLE RM 1                           5.487 METERS 01622     |
 LP0516| CM5832 RATTLE AZ MK                                       1202824.6 |
 LP0516| CM5834 RATTLE RM 2                          15.550 METERS 28203     |
 LP0516|---------------------------------------------------------------------|
 LP0516
 LP0516                          SUPERSEDED SURVEY CONTROL
 LP0516
 LP0516  NAD 83(1986)-  40 29 14.64884(N)    113 07 19.00465(W) AD(       ) 1
 LP0516  NAD 27      -  40 29 14.87475(N)    113 07 16.07513(W) AD(       ) 1
 LP0516  NGVD 29 (07/19/86) 1402.7    (m)         4602.     (f) VERT ANG       
 LP0516
 LP0516.Superseded values are not recommended for survey control.
 LP0516
 LP0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0516.See file dsdata.pdf to determine how the superseded data were derived.
 LP0516
 LP0516_MARKER: DS = TRIANGULATION STATION DISK
 LP0516_SETTING: 66 = SET IN ROCK OUTCROP
 LP0516_STAMPING: RATTLE 1965
 LP0516_MARK LOGO: CGS
 LP0516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0516+STABILITY: POSITION/ELEVATION WELL
 LP0516
 LP0516  HISTORY     - Date     Condition        Report By
 LP0516  HISTORY     - 1965     MONUMENTED       CGS
 LP0516  HISTORY     - 1984     GOOD             DMA
 LP0516
 LP0516                          STATION DESCRIPTION
 LP0516
 LP0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0516'STATION IS LOCATED ABOUT 44 MILES WEST OF TOOELE, ABOUT 27
 LP0516'MILES NORTHWEST OF DUGWAY, ABOUT 19 MILES SOUTHEAST OF KNOLLS,
 LP0516'ABOUT 17 MILES SOUTH OF U.S. HIGHWAY 40 AND ABOUT 0.15 MILE
 LP0516'NORTHWEST OF A RED AND WHITE BARREL TARGET.
 LP0516'
 LP0516'TO REACH FROM KNOLLS, GO EASTERLY ON U.S. HIGHWAY 40 FOR 9 MILES
 LP0516'TO A SIDE ROAD RIGHT, JUST WEST OF HIGHWAY MILEAGE POST NUMBER 49,
 LP0516'TURN RIGHT AND GO SOUTH 0.2 MILE TO A FORK, KEEP RIGHT AND
 LP0516'CONTINUE SOUTH 1.35 MILES TO RAILROAD TRACKS, CROSS TRACKS AND
 LP0516'CONTINUE SOUTH ON THE BLADED ROAD 6.8 MILES TO JUNCTION OF
 LP0516'3-FORKS, NEAR THE SOUTH END OF CALIFORNIA MOUNTAIN, CONTINUE
 LP0516'SOUTHERLY ON THE MIDDLE FORK, MAIN TRAVELED ROAD FOR 9.2 MILES
 LP0516'TO A CROSS ROAD ON TOP OF RIDGE, TURN RIGHT AND GO WESTERLY
 LP0516'ALONG RIDGE FOR 0.7 MILE TO THE AZIMUTH MARK ON LEFT AS
 LP0516'DESCRIBED, CONTINUE WESTERLY TO A RED AND WHITE BARREL
 LP0516'TARGET ON LEFT, THIS IS END OF TRUCK TRAVEL FOR 2-WHEEL DRIVE.
 LP0516'FROM HERE PACK NORTHWESTERLY FOR 10 MINUTES TO HIGHEST
 LP0516'POINT OF HILL AND STATION.  (NOTE--A 4-WHEEL DRIVE CAN BE DRIVEN
 LP0516'ACROSS SAND DUNES TO STATION.)
 LP0516'
 LP0516'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED RATTLE 1965,
 LP0516'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK ON HIGHEST POINT OF
 LP0516'HILL.
 LP0516'
 LP0516'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED RATTLE
 LP0516'NO 1 1965, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 LP0516'FLUSH WITH SURROUNDING AREA.  THE MARK IS ON NORTHWEST SLOPE
 LP0516'OF HILL AND IS ABOUT 1 FOOT LOWER IN ELEVATION THAN STATION.
 LP0516'
 LP0516'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED RATTLE
 LP0516'NO 2 1965, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 LP0516'NORTHWEST OF STATION AND ABOUT THE SAME ELEVATION AS STATION.
 LP0516'
 LP0516'AZIMUTH MARK, A STANDARD DISK STAMPED RATTLE 1965, IS SET IN A
 LP0516'DRILL HOLE IN BOULDER WHICH IS FLUSH WITH GROUND ON NORTH
 LP0516'SIDE AND PROJECTS ABOUT 6 INCHES ON THE SOUTH SIDE.  THE MARK IS
 LP0516'76 FEET SOUTH OF TRACK ROAD, 19 FEET SOUTHEAST OF A ROCK WHICH
 LP0516'IS PAINTED RED AND 10 FEET SOUTH OF THE WITNESS POST.
 LP0516'
 LP0516'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LP0516
 LP0516                          STATION RECOVERY (1984)
 LP0516
 LP0516'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984 (TC)
 LP0516'RATTLE 1965 FOUND GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0739 ***********************************************************************
 MS0739  DESIGNATION -  RATTLE
 MS0739  PID         -  MS0739
 MS0739  STATE/COUNTY-  UT/BOX ELDER
 MS0739  COUNTRY     -  US
 MS0739  USGS QUAD   -  RATTLESNAKE PASS (2017)
 MS0739
 MS0739                         *CURRENT SURVEY CONTROL
 MS0739  ______________________________________________________________________
 MS0739* NAD 83(1994) POSITION- 41 53 26.16015(N) 112 32 11.81559(W)   ADJUSTED
 MS0739* NAVD 88 ORTHO HEIGHT -  1695.2   (meters)     5562.    (feet) VERTCON3
 MS0739  ______________________________________________________________________
 MS0739  GEOID HEIGHT    -        -14.985 (meters)                     GEOID18
 MS0739  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 MS0739  HORZ ORDER      -  THIRD
 MS0739
 MS0739.The horizontal coordinates were established by classical geodetic methods
 MS0739.and adjusted by the National Geodetic Survey in November 1997.
 MS0739
 MS0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0739
 MS0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0739.GEOID18 height accuracy estimate available here.
 MS0739
 MS0739.Click photographs - Photos may exist for this station.
 MS0739
 MS0739.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0739
 MS0739. The following values were computed from the NAD 83(1994) position.
 MS0739
 MS0739;                    North         East     Units Scale Factor Converg.
 MS0739;SPC UT N     - 1,173,455.423   413,969.063   MT  1.00001917   -0 41 00.6
 MS0739;SPC UT N     - 3,849,911.67  1,358,163.50   sFT  1.00001917   -0 41 00.6
 MS0739;UTM  12      - 4,638,771.331   372,521.737   MT  0.99979997   -1 01 34.1
 MS0739
 MS0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0739!SPC UT N     -   0.99973654  x   1.00001917  =   0.99975571
 MS0739!UTM  12      -   0.99973654  x   0.99979997  =   0.99953656
 MS0739
 MS0739:                Primary Azimuth Mark                     Grid Az
 MS0739:SPC UT N     -  LYNX                                     340 28 56.1
 MS0739:UTM  12      -  LYNX                                     340 49 29.6
 MS0739
 MS0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM7252138771(NAD 83)
 MS0739
 MS0739|---------------------------------------------------------------------|
 MS0739| PID    Reference Object                     Distance      Geod. Az  |
 MS0739|                                                           dddmmss.s |
 MS0739| CM5836 RATTLE RM 2                          15.991 METERS 00531     |
 MS0739| CM5835 RATTLE RM 1                           6.942 METERS 26621     |
 MS0739| NU1600 LYNX                                APPROX.15.5 KM 3394755.5 |
 MS0739|---------------------------------------------------------------------|
 MS0739
 MS0739                          SUPERSEDED SURVEY CONTROL
 MS0739
 MS0739  NAD 83(1993)-  41 53 26.15737(N)    112 32 11.79903(W) AD(       ) 3
 MS0739  NAD 83(1986)-  41 53 26.15356(N)    112 32 11.79745(W) AD(       ) 3
 MS0739  NAD 27      -  41 53 26.43603(N)    112 32 08.90098(W) AD(       ) 3
 MS0739  NGVD 29 (07/19/86) 1694.1    (m)         5558.     (f) VERT ANG       
 MS0739
 MS0739.Superseded values are not recommended for survey control.
 MS0739
 MS0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0739.See file dsdata.pdf to determine how the superseded data were derived.
 MS0739
 MS0739_MARKER: DD = SURVEY DISK
 MS0739_SETTING: 80 = SET IN A BOULDER
 MS0739_STAMPING: RATTLE 1968
 MS0739_MARK LOGO: USGS
 MS0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0739+STABILITY: SURFACE MOTION
 MS0739
 MS0739  HISTORY     - Date     Condition        Report By
 MS0739  HISTORY     - 1968     MONUMENTED       USGS
 MS0739
 MS0739                          STATION DESCRIPTION
 MS0739
 MS0739'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JJW)
 MS0739'LOCATED ABOUT 10.2 MI. (AIRLINE) SE. OF SNOWVILLE.  ABOUT
 MS0739'9.0 MI. SW. OF RIDGEDALE.  ABOUT 8.0 MI. NW. OF HOWELL.
 MS0739'STATION IS ABOUT 0.5 MI. SW. OF U.S. HIGHWAY 30S, ON THE
 MS0739'HIGHEST POINT OF A BRUSH COVERED TOP IN A WHEAT FIELD.
 MS0739'
 MS0739'TO REACH FROM SNOWVILLE, GO E. ALONG U.S. HIGHWAY 30S FOR
 MS0739'10.4 MI TO HIGHWAY INTERCHANGE.  TURN RIGHT AND TAKE DIRT RD.
 MS0739'SW. FOR 0.3 MI.  TURN LEFT UP RIDGE (CROSS COUNTRY) 0.4 MI.
 MS0739'TO TOP AND STATION.
 MS0739'
 MS0739'STATION MARK--A STANDARD TABLET STAMPED RATTLE 1968 CEMENTED IN
 MS0739'ROCK.
 MS0739'
 MS0739'REFERENCE MARK NO. 1--A STANDARD TABLET STAMPED R.M. NO 1
 MS0739'1968 CEMENTED IN ROCK AND IS 1.6 FT. BELOW STATION MARK.
 MS0739'
 MS0739'REFERENCE MARK NO. 2--A STANDARD TABLET STAMPED R.M. NO 2
 MS0739'1968 CEMENTED IN ROCK 1.8 FT. BELOW STATION MARK.
 MS0739'
 MS0739'AZIMUTH MARK IS THE N. LEG OF MICROWAVE TOWER, ABOUT 7.0 MI.
 MS0739'W. OF STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0509 ***********************************************************************
 JM0509  DESIGNATION -  RATTLESNAKE
 JM0509  PID         -  JM0509
 JM0509  STATE/COUNTY-  UT/SAN JUAN
 JM0509  COUNTRY     -  US
 JM0509  USGS QUAD   -  LA SAL WEST (2017)
 JM0509
 JM0509                         *CURRENT SURVEY CONTROL
 JM0509  ______________________________________________________________________
 JM0509* NAD 83(1994) POSITION- 38 16 25.05745(N) 109 21 00.11400(W)   ADJUSTED
 JM0509* NAVD 88 ORTHO HEIGHT -  2071.6   (meters)     6797.    (feet) VERTCON3
 JM0509  ______________________________________________________________________
 JM0509  GEOID HEIGHT    -        -18.876 (meters)                     GEOID18
 JM0509  LAPLACE CORR    -          7.24  (seconds)                    DEFLEC18
 JM0509  HORZ ORDER      -  THIRD
 JM0509
 JM0509.The horizontal coordinates were established by classical geodetic methods
 JM0509.and adjusted by the National Geodetic Survey in November 1997.
 JM0509
 JM0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0509
 JM0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0509.GEOID18 height accuracy estimate available here.
 JM0509
 JM0509.Click photographs - Photos may exist for this station.
 JM0509
 JM0509.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0509
 JM0509. The following values were computed from the NAD 83(1994) position.
 JM0509
 JM0509;                    North         East     Units Scale Factor Converg.
 JM0509;SPC UT S     - 3,180,513.189   688,114.322   MT  0.99998773   +1 19 02.1
 JM0509;SPC UT S     -10,434,733.69  2,257,588.40   sFT  0.99998773   +1 19 02.1
 JM0509;UTM  12      - 4,237,462.650   644,327.589   MT  0.99985654   +1 01 19.9
 JM0509
 JM0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0509!SPC UT S     -   0.99967801  x   0.99998773  =   0.99966575
 JM0509!UTM  12      -   0.99967801  x   0.99985654  =   0.99953460
 JM0509
 JM0509:                Primary Azimuth Mark                     Grid Az
 JM0509:SPC UT S     -  BUCK                                     328 07 37.2
 JM0509:UTM  12      -  BUCK                                     328 25 19.4
 JM0509
 JM0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH4432737462(NAD 83)
 JM0509
 JM0509|---------------------------------------------------------------------|
 JM0509| PID    Reference Object                     Distance      Geod. Az  |
 JM0509|                                                           dddmmss.s |
 JM0509| JM0511 BUCK                                APPROX. 5.6 KM 3292639.3 |
 JM0509|---------------------------------------------------------------------|
 JM0509
 JM0509                          SUPERSEDED SURVEY CONTROL
 JM0509
 JM0509  NAD 83(1986)-  38 16 25.04679(N)    109 21 00.11472(W) AD(       ) 3
 JM0509  NAD 27      -  38 16 25.09629(N)    109 20 57.71969(W) AD(       ) 3
 JM0509  NGVD 29 (07/19/86) 2070.5    (m)         6793.     (f) VERT ANG       
 JM0509
 JM0509.Superseded values are not recommended for survey control.
 JM0509
 JM0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0509.See file dsdata.pdf to determine how the superseded data were derived.
 JM0509
 JM0509_MARKER: DB = BENCH MARK DISK
 JM0509_SETTING: 80 = SET IN A BOULDER
 JM0509_STAMPING: RATTLESNAKE 1954
 JM0509_MARK LOGO: USGS
 JM0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0509+STABILITY: SURFACE MOTION
 JM0509
 JM0509  HISTORY     - Date     Condition        Report By
 JM0509  HISTORY     - 1954     MONUMENTED       USGS
 JM0509
 JM0509                          STATION DESCRIPTION
 JM0509
 JM0509'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0509'LOCATED ABOUT 22 MI. SSE. OF MOAB, 3.8 MI. SE. OF JUNCTION OF STATE
 JM0509'HIGHWAY 46 ON U.S. HIGHWAY 160, 1.4 MI. SW. OF RATTLESNAKE RANCH, ON
 JM0509'HIGHEST PART OF TIMBERED TOP.
 JM0509'
 JM0509'STATION REACHED BY HELICOPTER.  (HOWEVER, STATION COULD BE REACHED
 JM0509'BY DRIVING TO RATTLESNAKE RANCH, THEN PACKING W. UP TO HIGHEST POINT
 JM0509'AND STATION.  PROBABLY ABOUT 1 HOUR CLIMB.)
 JM0509'
 JM0509'STATION MARK--STANDARD TABLET STAMPED ---RATTLESNAKE 1954---
 JM0509'CEMENTED IN TOP OF BOULDER.
 JM0509'
 JM0509'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER ON S. SIDE OF CEDAR
 JM0509'TREE, 17.83 FT. FROM STATION MARK, N 06 DEG E.
 JM0509'
 JM0509'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER ON W. SIDE OF CEDAR
 JM0509'STUMP, 9.60 FT. FROM STATION MARK, N 73 DEG 20 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AE4749 ***********************************************************************
 AE4749  DESIGNATION -  RBUT A
 AE4749  PID         -  AE4749
 AE4749  STATE/COUNTY-  UT/SALT LAKE
 AE4749  COUNTRY     -  US
 AE4749  USGS QUAD   -  FORT DOUGLAS (2017)
 AE4749
 AE4749                         *CURRENT SURVEY CONTROL
 AE4749  ______________________________________________________________________
 AE4749* NAD 83(2011) POSITION- 40 46 51.45931(N) 111 48 32.32775(W)   ADJUSTED
 AE4749* NAD 83(2011) ELLIP HT-  1665.517 (meters)        (06/27/12)   ADJUSTED
 AE4749* NAD 83(2011) EPOCH   -  2010.00
 AE4749* NAVD 88 ORTHO HEIGHT -  1681.739 (meters)     5517.51  (feet) ADJUSTED
 AE4749  ______________________________________________________________________
 AE4749  GEOID HEIGHT    -        -16.239 (meters)                     GEOID18
 AE4749  NAD 83(2011) X  - -1,797,298.178 (meters)                     COMP
 AE4749  NAD 83(2011) Y  - -4,491,524.317 (meters)                     COMP
 AE4749  NAD 83(2011) Z  -  4,145,122.535 (meters)                     COMP
 AE4749  LAPLACE CORR    -         13.71  (seconds)                    DEFLEC18
 AE4749  DYNAMIC HEIGHT  -       1680.362 (meters)     5512.99  (feet) COMP
 AE4749  MODELED GRAVITY -    979,746.2   (mgal)                       NAVD 88
 AE4749
 AE4749  VERT ORDER      -  FIRST     CLASS II
 AE4749
 AE4749  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE4749  Standards:
 AE4749         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE4749            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE4749  -------------------------------------------------------------------
 AE4749  NETWORK    0.82   1.84           0.39   0.25   0.94      0.12214742
 AE4749  -------------------------------------------------------------------
 AE4749  Click here for local accuracies and other accuracy information.
 AE4749
 AE4749.The horizontal coordinates were established by GPS observations
 AE4749.and adjusted by the National Geodetic Survey in June 2012.
 AE4749
 AE4749.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE4749.been affixed to the stable North American tectonic plate. See 
 AE4749.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE4749
 AE4749.The horizontal coordinates are valid at the epoch date displayed above
 AE4749.which is a decimal equivalence of Year/Month/Day.
 AE4749
 AE4749.The orthometric height was determined by differential leveling and
 AE4749.adjusted by the NATIONAL GEODETIC SURVEY
 AE4749.in July 2002.
 AE4749
 AE4749.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4749.GEOID18 height accuracy estimate available here.
 AE4749
 AE4749.Click photographs - Photos may exist for this station.
 AE4749
 AE4749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4749
 AE4749.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE4749
 AE4749.The ellipsoidal height was determined by GPS observations
 AE4749.and is referenced to NAD 83.
 AE4749
 AE4749.The dynamic height is computed by dividing the NAVD 88
 AE4749.geopotential number by the normal gravity value computed on the
 AE4749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4749.degrees latitude (g = 980.6199 gals.).
 AE4749
 AE4749.The modeled gravity was interpolated from observed gravity values.
 AE4749
 AE4749. The following values were computed from the NAD 83(2011) position.
 AE4749
 AE4749;                    North         East     Units Scale Factor Converg.
 AE4749;SPC UT C     - 2,271,791.943   473,917.180   MT  1.00003522   -0 11 52.5
 AE4749;SPC UT C     - 7,453,370.73  1,554,843.28   sFT  1.00003522   -0 11 52.5
 AE4749;UTM  12      - 4,514,756.886   431,738.475   MT  0.99965735   -0 31 42.3
 AE4749
 AE4749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4749!SPC UT C     -   0.99973881  x   1.00003522  =   0.99977402
 AE4749!UTM  12      -   0.99973881  x   0.99965735  =   0.99939625
 AE4749
 AE4749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3173814756(NAD 83)
 AE4749
 AE4749|---------------------------------------------------------------------|
 AE4749| PID    Reference Object                     Distance      Geod. Az  |
 AE4749|                                                           dddmmss.s |
 AE4749| AF9633 RED BUTTE CORS ARP                   22.400 METERS 06119     |
 AE4749|---------------------------------------------------------------------|
 AE4749
 AE4749                          SUPERSEDED SURVEY CONTROL
 AE4749
 AE4749  NAD 83(2007)-  40 46 51.45896(N)    111 48 32.32862(W) AD(2002.00) 0
 AE4749  ELLIP H (02/10/07) 1665.536  (m)                       GP(2002.00)    
 AE4749  NAD 83(1994)-  40 46 51.45849(N)    111 48 32.32810(W) AD(       ) A
 AE4749  ELLIP H (06/28/00) 1665.551  (m)                       GP(       ) 4 1
 AE4749  NAVD 88            1681.74   (m)         5517.5    (f) LEVELING    3  
 AE4749
 AE4749.Superseded values are not recommended for survey control.
 AE4749
 AE4749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4749.See file dsdata.pdf to determine how the superseded data were derived.
 AE4749
 AE4749_MARKER: DB = BENCH MARK DISK
 AE4749_SETTING: 66 = SET IN ROCK OUTCROP
 AE4749_STAMPING: RBUT A 1997
 AE4749_MARK LOGO: NGS
 AE4749_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4749_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4749+STABILITY: POSITION/ELEVATION WELL
 AE4749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4749+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1999
 AE4749
 AE4749  HISTORY     - Date     Condition        Report By
 AE4749  HISTORY     - 1997     MONUMENTED       NGS
 AE4749  HISTORY     - 19990503 GOOD             NGS
 AE4749
 AE4749                          STATION DESCRIPTION
 AE4749
 AE4749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4749'3.2 KM (2.00 MI) EASTERLY ALONG 400 SOUTH STREET FROM THE FEDERAL
 AE4749'COURTHOUSE AND POST OFFICE IN SALT LAKE CITY, THENCE 1.6 KM (1.00 MI)
 AE4749'EASTERLY ALONG SOUTH CAMPUS DRIVE, THENCE 0.6 KM (0.35 MI) EASTERLY
 AE4749'ALONG HEMPSTEAD AND STOVER ROADS, THENCE 2.5 KM (1.55 MI)
 AE4749'NORTHEASTERLY ALONG RED BUTTE CANYON DRIVE, NEAR THE SOUTH END OF A 3
 AE4749'BY 5-FOOT AREA OF OUTCROPPING BEDROCK, 154.5 M (506.9 FT) NORTH OF THE
 AE4749'ROAD CENTER, 36.0 M (118.1 FT) ABOVE THE LEVEL OF THE ROAD, 29.4 M
 AE4749'(96.5 FT) WEST OF THE RED BUTTE CORS SITE ANTENNA, 18.4 M (60.4 FT)
 AE4749'NORTHEAST OF A POLE WITH A SOLAR PANEL AND ANTENNA ATTACHED, 0.3 M
 AE4749'(1.0 FT) SOUTH OF A WITNESS POST, 0.2 M (0.7 FT) NORTH OF THE SOUTH
 AE4749'END OF THE OUTCROP, AND THE OUTCROP PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AE4749'GROUND SURFACE.
 AE4749
 AE4749                          STATION RECOVERY (1999)
 AE4749
 AE4749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AE4749'THE STATION IS LOCATED ABOUT 2.49 KM (1.55 MI) NORTHEAST OF THE
 AE4749'UNIVERSITY OF UTAH IN SALT LAKE CITY IN THE WASATCH NATIONAL FOREST,
 AE4749'NORTH OF THE NORTHEAST END OF THE RED BUTTE RESERVOIR, ON THE SOUTH
 AE4749'SLOPE OF A LARGE HILL.  OWNERSHIP--USFS.  CONTACT PROFESSOR ROBERT
 AE4749'SMITH ONE DAY IN ADVANCE BEFORE OCCUPYING THIS STATION, UNIVERSITY OF
 AE4749'UTAH, DEPARTMENT OF GEOLOGY AND GEOPHYSICS, BROWNING BUILDING, ROOM
 AE4749'702, SALT LAKE CITY, UTAH.  PHONE 801-581-7129.  TO REACH THE STATION
 AE4749'FROM THE JUNCTION OF 1300 EAST (STATE HIGHWAY 186) AND 500 SOUTH
 AE4749'(STATE HIGHWAY 181) LOCATED IN THE NORTHEAST SECTION OF SALT LAKE CITY
 AE4749'AND NEAR THE SOUTHWEST ENTRANCE OF THE UNIVERSITY OF UTAH, GO EAST ON
 AE4749'500 SOUTH FOR 1.77 KM (1.10 MI) TO THE JUNCTION OF WAKARA WAY ON THE
 AE4749'LEFT.  TURN LEFT AND GO NORTHEAST ON WAKARA WAY FOR 0.97 KM (0.60 MI)
 AE4749'TO THE INTERSECTION OF CHIPETA WAY, NO STREET SIGN.  TURN LEFT AND GO
 AE4749'NORTHWEST ON CHIPETA WAY FOR 0.24 KM (0.15 MI) TO A STONE BLOCK BRIDGE
 AE4749'AND THE BEGINNING OF CONNOR ROAD, NO ROAD SIGN. CONTINUE AHEAD AND GO
 AE4749'NORTHWEST ON CONNOR ROAD FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF
 AE4749'STOVER ROAD.  TURN RIGHT AND GO NORTHEAST ON STOVER ROAD FOR 0.32 KM
 AE4749'(0.20 MI) TO THE NORTHEAST END OF PARKING LOT NUMBER 75 E ON THE RIGHT
 AE4749'AND A DETERIORATED ASPHALT ROAD STRAIGHT AHEAD, RED BUTTE CANYON ROAD,
 AE4749'NO ROAD SIGN.  CONTINUE AHEAD AND GO NORTHEAST ON RED BUTTE CANYON
 AE4749'ROAD FOR 0.32 KM (0.20 MI) TO A LARGE METAL GATE UNLOCKED, WITH
 AE4749'SIGN--ROAD CLOSED.  PASS THRU THE GATE AND CONTINUE AHEAD, NORTHEAST
 AE4749'ON RED BUTTE CANYON ROAD, FOR 0.97 KM (0.60 MI) TO A US FOREST SERVICE
 AE4749'LOCKED GATE.  NOTE--CONTACT DAVE DROVEBELK, UNIVERSITY OF UTAH, PHONE
 AE4749'801-581-3150 OR LARRY GILLHAM, US FOREST SERVICE, PHONE 801-733-2686
 AE4749'FOR COMBINATION OR ACCESS THROUGH GATE.  PASS THRU THE GATE AND
 AE4749'CONTINUE AHEAD, NORTHEAST ON RED BUTTE CANYON ROAD, FOR 1.13 KM (0.70
 AE4749'MI) TO A SIGN ON THE LEFT (ACTIVE RESEARCH SITE DEPARTMENT OF BIOLOGY
 AE4749'PLEASE DO NOT DISTURB) , THE NORTHEAST END OF THE RED BUTTE RESERVOIR
 AE4749'ON THE RIGHT AND THE STATION ON THE LEFT ON THE SOUTH SLOPE OF THE
 AE4749'HILL.  AT THIS POINT PACK UPHILL FOR ABOUT 91.44 M (300.00 FT) TO THE
 AE4749'STATION SET IN OUTCROP.  IT IS 28.04 M (91.99 FT) WEST OF THE WEST LEG
 AE4749'OF A LARGE SOLAR PANEL, 22.86 M (75.00 FT) SOUTHWEST OF THE RED BUTTE
 AE4749'CORS SITE, A TRIMBLE 4000 SSI ANTENNA ON THE TOP OF A 20 CM CONCRETE
 AE4749'POST PROJECTING 1.37 M (4.49 FT) ABOVE THE GROUND AND 0.3 M (1.0 FT)
 AE4749'SOUTH OF A SHORT FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AE4747 ***********************************************************************
 AE4747  DESIGNATION -  RBUT B
 AE4747  PID         -  AE4747
 AE4747  STATE/COUNTY-  UT/SALT LAKE
 AE4747  COUNTRY     -  US
 AE4747  USGS QUAD   -  FORT DOUGLAS (2017)
 AE4747
 AE4747                         *CURRENT SURVEY CONTROL
 AE4747  ______________________________________________________________________
 AE4747* NAD 83(2011) POSITION- 40 46 29.78670(N) 111 49 08.25827(W)   ADJUSTED
 AE4747* NAD 83(2011) ELLIP HT-  1579.639 (meters)        (06/27/12)   ADJUSTED
 AE4747* NAD 83(2011) EPOCH   -  2010.00
 AE4747* NAVD 88 ORTHO HEIGHT -  1595.949 (meters)     5236.04  (feet) ADJUSTED
 AE4747  ______________________________________________________________________
 AE4747  GEOID HEIGHT    -        -16.316 (meters)                     GEOID18
 AE4747  NAD 83(2011) X  - -1,798,218.717 (meters)                     COMP
 AE4747  NAD 83(2011) Y  - -4,491,556.259 (meters)                     COMP
 AE4747  NAD 83(2011) Z  -  4,144,560.068 (meters)                     COMP
 AE4747  LAPLACE CORR    -         17.18  (seconds)                    DEFLEC18
 AE4747  DYNAMIC HEIGHT  -       1594.651 (meters)     5231.78  (feet) COMP
 AE4747  MODELED GRAVITY -    979,755.0   (mgal)                       NAVD 88
 AE4747
 AE4747  VERT ORDER      -  FIRST     CLASS II
 AE4747
 AE4747  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE4747  Standards:
 AE4747         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE4747            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE4747  -------------------------------------------------------------------
 AE4747  NETWORK    0.82   1.90           0.39   0.24   0.97      0.05174166
 AE4747  -------------------------------------------------------------------
 AE4747  Click here for local accuracies and other accuracy information.
 AE4747
 AE4747.The horizontal coordinates were established by GPS observations
 AE4747.and adjusted by the National Geodetic Survey in June 2012.
 AE4747
 AE4747.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE4747.been affixed to the stable North American tectonic plate. See 
 AE4747.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE4747
 AE4747.The horizontal coordinates are valid at the epoch date displayed above
 AE4747.which is a decimal equivalence of Year/Month/Day.
 AE4747
 AE4747.The orthometric height was determined by differential leveling and
 AE4747.adjusted by the NATIONAL GEODETIC SURVEY
 AE4747.in July 2002.
 AE4747
 AE4747.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4747.GEOID18 height accuracy estimate available here.
 AE4747
 AE4747.Click photographs - Photos may exist for this station.
 AE4747
 AE4747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4747
 AE4747.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE4747
 AE4747.The ellipsoidal height was determined by GPS observations
 AE4747.and is referenced to NAD 83.
 AE4747
 AE4747.The dynamic height is computed by dividing the NAVD 88
 AE4747.geopotential number by the normal gravity value computed on the
 AE4747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4747.degrees latitude (g = 980.6199 gals.).
 AE4747
 AE4747.The modeled gravity was interpolated from observed gravity values.
 AE4747
 AE4747. The following values were computed from the NAD 83(2011) position.
 AE4747
 AE4747;                    North         East     Units Scale Factor Converg.
 AE4747;SPC UT C     - 2,271,126.344   473,072.269   MT  1.00003349   -0 12 15.5
 AE4747;SPC UT C     - 7,451,187.01  1,552,071.27   sFT  1.00003349   -0 12 15.5
 AE4747;UTM  12      - 4,514,096.421   430,890.058   MT  0.99965879   -0 32 05.6
 AE4747
 AE4747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4747!SPC UT C     -   0.99975227  x   1.00003349  =   0.99978575
 AE4747!UTM  12      -   0.99975227  x   0.99965879  =   0.99941115
 AE4747
 AE4747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3089014096(NAD 83)
 AE4747
 AE4747                          SUPERSEDED SURVEY CONTROL
 AE4747
 AE4747  NAD 83(2007)-  40 46 29.78634(N)    111 49 08.25913(W) AD(2002.00) 0
 AE4747  ELLIP H (02/10/07) 1579.657  (m)                       GP(2002.00)    
 AE4747  NAD 83(1994)-  40 46 29.78588(N)    111 49 08.25861(W) AD(       ) A
 AE4747  ELLIP H (06/28/00) 1579.675  (m)                       GP(       ) 4 1
 AE4747  NAVD 88            1595.95   (m)         5236.0    (f) LEVELING    3  
 AE4747
 AE4747.Superseded values are not recommended for survey control.
 AE4747
 AE4747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4747.See file dsdata.pdf to determine how the superseded data were derived.
 AE4747
 AE4747_MARKER: DB = BENCH MARK DISK
 AE4747_SETTING: 66 = SET IN ROCK OUTCROP
 AE4747_STAMPING: RBUT B 1997
 AE4747_MARK LOGO: NGS
 AE4747_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4747_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4747+STABILITY: POSITION/ELEVATION WELL
 AE4747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4747+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1999
 AE4747
 AE4747  HISTORY     - Date     Condition        Report By
 AE4747  HISTORY     - 1997     MONUMENTED       NGS
 AE4747  HISTORY     - 19990503 GOOD             NGS
 AE4747
 AE4747                          STATION DESCRIPTION
 AE4747
 AE4747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4747'3.2 KM (2.00 MI) EASTERLY ALONG 400 SOUTH STREET FROM THE FEDERAL
 AE4747'COURTHOUSE AND POST OFFICE IN SALT LAKE CITY, THENCE 1.6 KM (1.00 MI)
 AE4747'EASTERLY ALONG SOUTH CAMPUS DRIVE, THENCE 0.6 KM (0.35 MI) EASTERLY
 AE4747'ALONG HEMPSTEAD AND STOVER ROADS, THENCE 1.4 KM (0.85 MI)
 AE4747'NORTHEASTERLY ALONG RED BUTTE CANYON DRIVE, NEAR THE CENTER OF A 4 BY
 AE4747'100-FOOT AREA OF OUTCROPPING BEDROCK, 92.8 M (304.5 FT) NORTHWEST OF
 AE4747'THE ROAD CENTER, 15.0 M (49.2 FT) ABOVE THE LEVEL OF THE ROAD, 14.7 M
 AE4747'(48.2 FT) NORTHWEST OF THE SOUTHEAST END OF THE OUTCROP, 0.5 M (1.6
 AE4747'FT) ABOVE THE GROUND SURFACE, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS
 AE4747'POST.
 AE4747
 AE4747                          STATION RECOVERY (1999)
 AE4747
 AE4747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AE4747'THE STATION IS LOCATED ABOUT 1.28 KM (0.80 MI) NORTHEAST OF THE
 AE4747'UNIVERSITY OF UTAH IN SALT LAKE CITY, IN THE WASATCH NATIONAL FOREST,
 AE4747'SET IN ROCK OUTCROP ON THE SOUTHEAST SIDE OF A SMALL HILL LOCATED
 AE4747'ABOUT 0.16 KM (0.10 MI) WEST OF THE LOCKED FOREST GATE FOR RED BUTTE
 AE4747'CANYON ROAD.  OWNERSHIP--US FOREST SERVICE.  CONTACT PROFESSOR ROBERT
 AE4747'SMITH ONE DAY IN ADVANCE BEFORE OCCUPYING THIS STATION, UNIVERSITY OF
 AE4747'UTAH, DEPARTMENT OF GEOLOGY AND GEOPHYSICS, BROWNING BUILDING 702,
 AE4747'SALT LAKE CITY, UTAH.  PHONE 801-581-7129.  TO REACH THE STATION FROM
 AE4747'THE JUNCTION OF 1300 EAST (STATE HIGHWAY 186) AND 500 SOUTH (STATE
 AE4747'HIGHWAY 181) IN THE NORTHEAST SECTION OF SALT LAKE CITY AND NEAR THE
 AE4747'SOUTHWEST ENTRANCE TO THE SALT LAKE UNIVERSITY, GO EAST ON 500 SOUTH
 AE4747'FOR 1.77 KM (1.10 MI) TO THE JUNCTION OF WAKARA WAY ON THE LEFT. TURN
 AE4747'LEFT AND GO NORTHEAST ON WAKARA WAY FOR 0.97 KM (0.60 MI) TO THE
 AE4747'INTERSECTION OF CHIPETA WAY, NO STREET SIGN.  TURN LEFT AND GO
 AE4747'NORTHWEST ON CHIPETA WAY FOR 0.24 KM (0.15 MI) TO A STONE BLOCK BRIDGE
 AE4747'AND THE BEGINNING OF CONNOR ROAD, NO ROAD SIGN.  CONTINUE AHEAD AND GO
 AE4747'NORTHWEST ON CONNOR ROAD TO THE JUNCTION OF STOVER ROAD.  TURN RIGHT
 AE4747'AND GO NORTHEAST ON STOVER ROAD FOR 0.32 KM (0.20 MI) TO THE NORTHEAST
 AE4747'END OF PARKING LOT 75 E ON THE RIGHT AND A DETERIORATED ASPHALT ROAD
 AE4747'STRAIGHT AHEAD, RED BUTTE CANYON ROAD, NO ROAD SIGN.  CONTINUE AHEAD
 AE4747'AND GO NORTHEAST ON RED BUTTE CANYON ROAD FOR 0.32 KM (0.20 MI) TO A
 AE4747'LARGE METAL GATE UNLOCKED WITH ROAD CLOSED SIGN.  PASS THRU THE GATE
 AE4747'AND CONTINUE AHEAD, NORTHEAST, ON RED BUTTE CANYON ROAD FOR 0.88 KM
 AE4747'(0.55 MI) TO A PAVED DRIVE ON THE RIGHT AND A LOCKED FOREST SERVICE
 AE4747'GATE STRAIGHT AHEAD.  TURN RIGHT AND GO NORTHWEST INTO THE DRIVE AND
 AE4747'PARK AT A WELL WORN FOOT TRAIL ON THE LEFT.  AT THIS POINT PACK
 AE4747'WESTERLY ALONG THE TRAIL FOR ABOUT 38.1 M (125.0 FT) TO A FORK IN THE
 AE4747'TRAIL.  TAKE THE RIGHT FORK OF THE TRAIL AND GO NORTHWEST ALONG THE
 AE4747'TRAIL THROUGH A WOODED AREA FOR ABOUT 91.44 M (300.00 FT) TO AN OPEN
 AE4747'AREA AND A DIM FOOT TRAIL ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST
 AE4747'ALONG THE TRAIL FOR ABOUT 15.24 M (50.00 FT) TO A SMALL RAVINE.
 AE4747'CONTINUE AHEAD AND GO NORTHEAST ACROSS THE RAVINE AND UPHILL FOR ABOUT
 AE4747'15.24 M (50.00 FT) TO THE STATION SET IN A RIDGE OF ROCK OUTCROP ALONG
 AE4747'THE SOUTHEAST SLOPE OF THE HILL.  IT IS 91.44 M (300.00 FT) NORTHWEST
 AE4747'OF RED BUTTE ROAD AND ABOUT 15.24 M (50.00 FT) ABOVE THE ROAD, 14.63 M
 AE4747'(48.00 FT) NORTH OF THE SOUTH END OF A RIDGE OF ROCK OUTCROP ON THE
 AE4747'SOUTHEAST SIDE OF THE HILL AND 0.3 M (1.0 FT) SOUTH OF A SHORT
 AE4747'FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0345 ***********************************************************************
 HM0345  CBN         -  This is a Cooperative Base Network Control Station.
 HM0345  DESIGNATION -  RECAPTURE
 HM0345  PID         -  HM0345
 HM0345  STATE/COUNTY-  UT/SAN JUAN
 HM0345  COUNTRY     -  US
 HM0345  USGS QUAD   -  BIG BENCH (2017)
 HM0345
 HM0345                         *CURRENT SURVEY CONTROL
 HM0345  ______________________________________________________________________
 HM0345* NAD 83(2011) POSITION- 37 26 06.99086(N) 109 28 02.93000(W)   ADJUSTED
 HM0345* NAD 83(2011) ELLIP HT-  1589.450 (meters)        (06/27/12)   ADJUSTED
 HM0345* NAD 83(2011) EPOCH   -  2010.00
 HM0345* NAVD 88 ORTHO HEIGHT -  1610.016 (meters)     5282.19  (feet) ADJUSTED
 HM0345  ______________________________________________________________________
 HM0345  GEOID HEIGHT    -        -20.572 (meters)                     GEOID18
 HM0345  NAD 83(2011) X  - -1,690,366.745 (meters)                     COMP
 HM0345  NAD 83(2011) Y  - -4,782,072.411 (meters)                     COMP
 HM0345  NAD 83(2011) Z  -  3,856,828.691 (meters)                     COMP
 HM0345  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 HM0345  DYNAMIC HEIGHT  -       1608.173 (meters)     5276.15  (feet) COMP
 HM0345  MODELED GRAVITY -    979,429.7   (mgal)                       NAVD 88
 HM0345
 HM0345  VERT ORDER      -  FIRST     CLASS II
 HM0345
 HM0345  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HM0345  Standards:
 HM0345         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HM0345            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HM0345  -------------------------------------------------------------------
 HM0345  NETWORK    0.61   1.39           0.27   0.22   0.71     -0.17206215
 HM0345  -------------------------------------------------------------------
 HM0345  Click here for local accuracies and other accuracy information.
 HM0345
 HM0345.The horizontal coordinates were established by GPS observations
 HM0345.and adjusted by the National Geodetic Survey in June 2012.
 HM0345
 HM0345.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HM0345.been affixed to the stable North American tectonic plate. See 
 HM0345.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HM0345
 HM0345.The horizontal coordinates are valid at the epoch date displayed above
 HM0345.which is a decimal equivalence of Year/Month/Day.
 HM0345
 HM0345.The orthometric height was determined by differential leveling and
 HM0345.adjusted by the NATIONAL GEODETIC SURVEY
 HM0345.in June 1991.
 HM0345
 HM0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0345.GEOID18 height accuracy estimate available here.
 HM0345
 HM0345.Click photographs - Photos may exist for this station.
 HM0345
 HM0345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HM0345
 HM0345.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0345
 HM0345.The ellipsoidal height was determined by GPS observations
 HM0345.and is referenced to NAD 83.
 HM0345
 HM0345.The dynamic height is computed by dividing the NAVD 88
 HM0345.geopotential number by the normal gravity value computed on the
 HM0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0345.degrees latitude (g = 980.6199 gals.).
 HM0345
 HM0345.The modeled gravity was interpolated from observed gravity values.
 HM0345
 HM0345. The following values were computed from the NAD 83(2011) position.
 HM0345
 HM0345;                    North         East     Units Scale Factor Converg.
 HM0345;SPC UT S     - 3,087,257.198   679,861.843   MT  0.99996972   +1 14 43.1
 HM0345;SPC UT S     -10,128,776.32  2,230,513.40   sFT  0.99996972   +1 14 43.1
 HM0345;UTM  12      - 4,144,262.989   635,580.605   MT  0.99982643   +0 55 54.1
 HM0345
 HM0345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0345!SPC UT S     -   0.99975064  x   0.99996972  =   0.99972037
 HM0345!UTM  12      -   0.99975064  x   0.99982643  =   0.99957711
 HM0345
 HM0345:                Primary Azimuth Mark                     Grid Az
 HM0345:SPC UT S     -  D 23                                     205 41 48.3
 HM0345:UTM  12      -  D 23                                     206 00 37.3
 HM0345
 HM0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3558044262(NAD 83)
 HM0345
 HM0345|---------------------------------------------------------------------|
 HM0345| PID    Reference Object                     Distance      Geod. Az  |
 HM0345|                                                           dddmmss.s |
 HM0345| CM7007 RECAPTURE RM 1                       10.545 METERS 12852     |
 HM0345| HM0231 D 23                                               2065631.4 |
 HM0345| CM7008 RECAPTURE RM 2                       30.159 METERS 21939     |
 HM0345|---------------------------------------------------------------------|
 HM0345
 HM0345                          SUPERSEDED SURVEY CONTROL
 HM0345
 HM0345  NAD 83(2007)-  37 26 06.99027(N)    109 28 02.93066(W) AD(2002.00) 0
 HM0345  ELLIP H (02/10/07) 1589.470  (m)                       GP(2002.00)    
 HM0345  NAD 83(1994)-  37 26 06.99002(N)    109 28 02.93027(W) AD(       ) A
 HM0345  ELLIP H (06/28/00) 1589.480  (m)                       GP(       ) 4 1
 HM0345  NAD 83(1994)-  37 26 06.99917(N)    109 28 02.92621(W) AD(       ) 2
 HM0345  NAD 83(1992)-  37 26 06.99071(N)    109 28 02.92922(W) AD(       ) 2
 HM0345  NAD 83(1986)-  37 26 06.99046(N)    109 28 02.92902(W) AD(       ) 2
 HM0345  NAD 27      -  37 26 06.98048(N)    109 28 00.49789(W) AD(       ) 2
 HM0345  NAVD 88            1610.02   (m)         5282.2    (f) LEVELING    3  
 HM0345  NGVD 29            1609.06   (m)         5279.1    (f) LEVELING    3  
 HM0345
 HM0345.Superseded values are not recommended for survey control.
 HM0345
 HM0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0345.See file dsdata.pdf to determine how the superseded data were derived.
 HM0345
 HM0345_MARKER: DS = TRIANGULATION STATION DISK
 HM0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0345_STAMPING: RECAPTURE 1936
 HM0345_MARK LOGO: CGS
 HM0345_PROJECTION: PROJECTING 15 CENTIMETERS
 HM0345_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HM0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0345+STABILITY: SURFACE MOTION
 HM0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0345+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1999
 HM0345
 HM0345  HISTORY     - Date     Condition        Report By
 HM0345  HISTORY     - 1936     MONUMENTED       CGS
 HM0345  HISTORY     - 1960     GOOD             CGS
 HM0345  HISTORY     - 1966     GOOD             CGS
 HM0345  HISTORY     - 1972     GOOD             NGS
 HM0345  HISTORY     - 1983     GOOD             NGS
 HM0345  HISTORY     - 19990624 GOOD             BIA
 HM0345
 HM0345                          STATION DESCRIPTION
 HM0345
 HM0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HM0345'ABOUT 14 MILES (AIR LINE) SOUTH OF BLANDING, 11-1/2 MILES
 HM0345'(AIR LINE) NORTH OF BLUFF, 0.1 MILE WEST OF STATE HIGHWAY
 HM0345'47, ON NORTH EDGE OF 18-FOOT CIRCULAR MOUND ON KNOLL LYING
 HM0345'BETWEEN RECAPTURE CREEK AND COTTONWOOD WASH.  TO REACH FROM
 HM0345'BLANDING, FOLLOW STATE HIGHWAY 47 SOUTH 14.4 MILES.  AT THIS
 HM0345'POINT (WHICH IS 12.15 MILES NORTH OF BLUFF) TURN LEFT (WEST)
 HM0345'AND GO 0.1 MILE TO TOP OF KNOLL AND STATION SITE.  MARKED BY
 HM0345'STANDARD STATION DISK IN CONCRETE POST PROJECTING 6 INCHES
 HM0345'ABOVE GROUND.  REFERENCE MARK NO. 1 IS STANDARD
 HM0345'REFERENCE DISK IN CONCRETE POST PROJECTING 4 INCHES,
 HM0345'AND IS 10.558 METERS (34.64 FEET) EAST FROM STATION
 HM0345'REFERENCE MARK NO. 2 IS STANDARD
 HM0345'REFERENCE DISK IN OUTCROPPING BEDROCK, AND IS
 HM0345'30.160 METERS (98.95 FEET) SOUTHWEST FROM STATION
 HM0345'DISTANCE BETWEEN REFERENCE MARKS IS
 HM0345'105.05 FEET.  AZIMUTH MARK IS U.S.C. AND G.S. BENCH MARK D-23,
 HM0345'STANDARD BENCH MARK DISK IN CONCRETE POST PROJECTING 10
 HM0345'INCHES ABOVE GROUND, STAMPED, AND
 HM0345'IS 54 FEET WEST OF CENTER LINE OF STATE HIGHWAY 47, 26 FEET
 HM0345'EAST OF WEST RIGHT-OF-WAY FENCE, 3 FEET EAST OF
 HM0345'TELEPHONE POLE, ABOUT 1/5 MILE NORTH-NORTHWEST OF BOARD
 HM0345'SHACKS, AND 1.5 MILES FROM STATION.
 HM0345
 HM0345                          STATION RECOVERY (1960)
 HM0345
 HM0345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (REA)
 HM0345'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 HM0345'CONDITION.
 HM0345'
 HM0345'THE ORIGINAL TO-REACH IS INADEQUATE AND A NEW TO-REACH FOLLOWS--
 HM0345'
 HM0345'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 HM0345'47 AND 95 IN BLANDING, GO SOUTHERLY ON HIGHWAYS 47 AND 95
 HM0345'FOR 3.7 MILES TO A FORK.  (HIGHWAY 95 GOES WEST HERE) CONTINUE
 HM0345'SOUTHERLY ON HIGHWAY 47 FOR 9.8 MILES TO A SIDE ROAD LEFT
 HM0345'JUST BEFORE DESENDING A STEEP GRADE.  TURN LEFT, EAST, AND
 HM0345'GO 0.1 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT, SOUTHEASTERLY,
 HM0345'AND GO 0.1 MILE TO THE TOP OF A KNOLL AND STATION SITE.
 HM0345
 HM0345                          STATION RECOVERY (1966)
 HM0345
 HM0345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCC)
 HM0345'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND
 HM0345'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND TO BE
 HM0345'IN GOOD CONDITION.  THE DIRECTION TO THE MARKS WERE VERIFIED.
 HM0345'THE DISTANCE TO REFERENCE MARK 2 WAS VERIFIED BUT THE DISTANCE
 HM0345'TO REFERENCE MARK 1 MISSED THE PREVIOUS MEASURMENT BY .05 FOOT
 HM0345'SHORTER.
 HM0345'
 HM0345'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 HM0345'
 HM0345'THE STATION IS LOCATED 14 MILES SOUTH OF BLANDING, 11.5 MILES
 HM0345'NORTH OF BLUFF AND 0.1 MILE EAST OF STATE HIGHWAY 47, ON AN
 HM0345'18 FOOT CIRCULAR KNOLL.
 HM0345'
 HM0345'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 HM0345'AND CENTER STREET, IN BLANDING, GO SOUTH ON MAIN STREET
 HM0345'(STATE HIGHWAY 47) FOR 3.7 MILES TO THE JUNCTION WITH STATE
 HM0345'HIGHWAY 95.  BEAR LEFT, ON STATE HIGHWAY 47, FOR 9.65 MILES
 HM0345'TO A DIRT SIDE ROAD ON THE LEFT.  (CONTINUE SOUTH ON STATE
 HM0345'HIGHWAY 47 FOR 1.5 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 HM0345'WEST OF THE ROAD.) TURN LEFT AND GO EASTERLY, ON THE DIRT
 HM0345'ROAD, FOR 0.1 MILE TO A TRACK ROAD TO THE RIGHT.  TURN RIGHT
 HM0345'AND GO SOUTHERLY, ON THE TRACK ROAD FOR 0.1 MILE TO THE TOP
 HM0345'OF A SMALL KNOLL AND THE STATION.
 HM0345'
 HM0345'THE STATION MARK, A STANDARD DISK STAMPED RECAPTURE 1936,
 HM0345'IS SET IN A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 HM0345'INCHES.  IT IS ON THE NORTH SIDE OF THE KNOLL ABOUT 6 FEET
 HM0345'SOUTH OF A METAL WITNESS SIGN.
 HM0345'
 HM0345'REFERENCE MARK 1, A STANDARD DISK STAMPED RECAPTURE NO 1
 HM0345'1936, IS SET IN A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 HM0345'4 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 HM0345'
 HM0345'REFERENCE MARK 2, A STANDARD DISK STAMPED RECAPTURE NO 2 1936,
 HM0345'IS SET IN A 2 BY 3 FOOT OUTCROPPING OF BEDROCK.  IT IS ABOUT
 HM0345'2 FEET LOWER THAN THE STATION.
 HM0345'
 HM0345'THE AZIMUTH MARK, A STANDARD BENCH MARK DISK STAMPED D 23 1933
 HM0345'4982.693, IS SET IN A 9 INCH SQUARE CONCRETE POST THAT PROJECTS
 HM0345'6 INCHES.  IT IS 49 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 HM0345'47, 9 FEET SOUTHEAST OF A FENCEPOST WITH A METAL WITNESS
 HM0345'SIGN AND 8 FEET EAST OF A TELEPHONE POLE.
 HM0345'
 HM0345'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 HM0345
 HM0345                          STATION RECOVERY (1972)
 HM0345
 HM0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HM0345'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 HM0345'GOOD CONDITION.
 HM0345'
 HM0345'THE PRESENT DESCRIPTION WAS FOUND TO BE ADEQUATE.
 HM0345
 HM0345                          STATION RECOVERY (1983)
 HM0345
 HM0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0345'20.3 KM (12.55 MI) NE FROM BLUFF.
 HM0345'19.9 KM (12.35 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0345'OFFICE IN BLUFF, THENCE 0.2 KM (0.1 MI) EAST ALONG A DIRT ROAD, THENCE
 HM0345'0.2 KM (0.1 MI) SOUTHEAST ALONG A TRACK ROAD TO THE TOP OF A SMALL
 HM0345'KNOLL, 1.7 KM (1.05 MI) NORTH OF THE JUNCTION OF STATE HIGHWAY 262,
 HM0345'AND 1.9 METERS (6.2 FT) SOUTH OF THE CENTER OF THE ROAD.
 HM0345'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 HM0345'THE MARK IS ABOVE LEVEL WITH THE TRACK ROAD.
 HM0345
 HM0345                          STATION RECOVERY (1999)
 HM0345
 HM0345'RECOVERY NOTE BY BUREAU OF INDIAN AFFAIRS 1999 (RLJ)
 HM0345'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0534 ***********************************************************************
 HO0534  DESIGNATION -  RED
 HO0534  PID         -  HO0534
 HO0534  STATE/COUNTY-  UT/GARFIELD
 HO0534  COUNTRY     -  US
 HO0534  USGS QUAD   -  PANGUITCH (2017)
 HO0534
 HO0534                         *CURRENT SURVEY CONTROL
 HO0534  ______________________________________________________________________
 HO0534* NAD 83(1994) POSITION- 37 45 02.87039(N) 112 22 34.86178(W)   ADJUSTED
 HO0534* NAVD 88 ORTHO HEIGHT -  2059.3   (meters)     6756.    (feet) VERTCON3
 HO0534  ______________________________________________________________________
 HO0534  GEOID HEIGHT    -        -20.271 (meters)                     GEOID18
 HO0534  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 HO0534  HORZ ORDER      -  SECOND
 HO0534
 HO0534.The horizontal coordinates were established by classical geodetic methods
 HO0534.and adjusted by the National Geodetic Survey in November 1997.
 HO0534
 HO0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0534
 HO0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0534.GEOID18 height accuracy estimate available here.
 HO0534
 HO0534.Click photographs - Photos may exist for this station.
 HO0534
 HO0534.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0534
 HO0534. The following values were computed from the NAD 83(1994) position.
 HO0534
 HO0534;                    North         East     Units Scale Factor Converg.
 HO0534;SPC UT S     - 3,120,682.315   422,773.119   MT  0.99995146   -0 32 12.9
 HO0534;SPC UT S     -10,238,438.56  1,387,048.14   sFT  0.99995146   -0 32 12.9
 HO0534;UTM  12      - 4,179,057.758   378,749.385   MT  0.99978108   -0 50 33.9
 HO0534
 HO0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0534!SPC UT S     -   0.99968014  x   0.99995146  =   0.99963162
 HO0534!UTM  12      -   0.99968014  x   0.99978108  =   0.99946129
 HO0534
 HO0534:                Primary Azimuth Mark                     Grid Az
 HO0534:SPC UT S     -  CASTO                                    343 07 41.1
 HO0534:UTM  12      -  CASTO                                    343 26 02.1
 HO0534
 HO0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG7874979057(NAD 83)
 HO0534
 HO0534|---------------------------------------------------------------------|
 HO0534| PID    Reference Object                     Distance      Geod. Az  |
 HO0534|                                                           dddmmss.s |
 HO0534| CH3172 RED RM 3                              5.368 METERS 00646     |
 HO0534| CH3170 RED RM 1                              8.122 METERS 15024     |
 HO0534| CH3171 RED RM 2                              7.188 METERS 25448     |
 HO0534| HO0535 CASTO                               APPROX. 2.6 KM 3423528.2 |
 HO0534|---------------------------------------------------------------------|
 HO0534
 HO0534                          SUPERSEDED SURVEY CONTROL
 HO0534
 HO0534  NAD 83(1986)-  37 45 02.86883(N)    112 22 34.86305(W) AD(       ) 2
 HO0534  NAD 27      -  37 45 02.94625(N)    112 22 32.12769(W) AD(       ) 2
 HO0534  NGVD 29 (07/19/86) 2057.9    (m)         6752.     (f) VERT ANG       
 HO0534
 HO0534.Superseded values are not recommended for survey control.
 HO0534
 HO0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0534.See file dsdata.pdf to determine how the superseded data were derived.
 HO0534
 HO0534_MARKER: DD = SURVEY DISK
 HO0534_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HO0534+WITH SETTING: INFORMATION.
 HO0534_STAMPING: RED 1971
 HO0534_MARK LOGO: USGS
 HO0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0534+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2011
 HO0534
 HO0534  HISTORY     - Date     Condition        Report By
 HO0534  HISTORY     - 1971     MONUMENTED       USGS
 HO0534  HISTORY     - 20110709 GOOD             GEOCAC
 HO0534
 HO0534                          STATION DESCRIPTION
 HO0534
 HO0534'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HO0534'RM 1 TO RM 2 NOT MEASURED.
 HO0534'
 HO0534'LOCATED ABOUT 8 MI NNE. OF HATCH.  ABOUT 6 MI SE. OF PANGUITCH,
 HO0534'AT THE JCT. OF U.S. HIGHWAY 89 AND UTAH 12.  ABOUT 300 FT NE. OF
 HO0534'THE JCT. ON A LOW HILL.  ABOUT 25 FT E. OF A FENCE LINE.
 HO0534'
 HO0534'TO REACH FROM THE TRAFFIC LIGHT IN PANGUITCH, DRIVE S. ON
 HO0534'U.S. HIGHWAY 89 FOR 7.0 MI TO THE JCT. OF UTAH STATE 12.  STATION
 HO0534'IS ON A LOW HILL ABOUT 300 FT NE. OF JCT. AND 25 FT E. OF THE
 HO0534'RIGHT-OF-WAY FENCE.
 HO0534'
 HO0534'STATION MARK--A STANDARD USGS TABLET STAMPED RED 1971 FASTENED
 HO0534'TO A COPPER-COATED ROD.
 HO0534'
 HO0534'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED RED NO 1
 HO0534'1971 FASTENED TO A COPPER-COATED ROD, LEVEL WITH STATION MARK.
 HO0534'
 HO0534'REFERENCE MARK NO. 2--A STANDARD USGS TABLET STAMPED RED NO 2
 HO0534'1971 FASTENED TO A COPPER-COATED ROD, 1.0 FT BELOW STATION MARK.
 HO0534'
 HO0534'REFERENCE MARK NO. 3--A 1/2-INCH REINFORCING BAR PROJECTING
 HO0534'0.1 FT AND LEVEL WITH STATION MARK.
 HO0534
 HO0534                          STATION RECOVERY (2011)
 HO0534
 HO0534'RECOVERY NOTE BY GEOCACHING 2011 (BA)
 HO0534'RECOVERED STATION RED ALONG WITH RM 1 AND RM 2, ALL IN GOOD CONDITION.
 HO0534'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0731 ***********************************************************************
 LO0731  DESIGNATION -  RED
 LO0731  PID         -  LO0731
 LO0731  STATE/COUNTY-  UT/WASATCH
 LO0731  COUNTRY     -  US
 LO0731  USGS QUAD   -  WOLF CREEK SUMMIT (2017)
 LO0731
 LO0731                         *CURRENT SURVEY CONTROL
 LO0731  ______________________________________________________________________
 LO0731* NAD 83(1994) POSITION- 40 24 29.32938(N) 111 00 30.23542(W)   ADJUSTED
 LO0731* NAVD 88 ORTHO HEIGHT -  3231.6   (meters)    10602.    (feet) VERTCON3
 LO0731  ______________________________________________________________________
 LO0731  GEOID HEIGHT    -        -14.644 (meters)                     GEOID18
 LO0731  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 LO0731  HORZ ORDER      -  FIRST
 LO0731
 LO0731.The horizontal coordinates were established by classical geodetic methods
 LO0731.and adjusted by the National Geodetic Survey in November 1997.
 LO0731
 LO0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0731
 LO0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0731.GEOID18 height accuracy estimate available here.
 LO0731
 LO0731.Click photographs - Photos may exist for this station.
 LO0731
 LO0731.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0731
 LO0731. The following values were computed from the NAD 83(1994) position.
 LO0731
 LO0731;                    North         East     Units Scale Factor Converg.
 LO0731;SPC UT C     - 2,230,462.520   541,726.376   MT  0.99994880   +0 18 53.7
 LO0731;SPC UT C     - 7,317,775.78  1,777,313.95   sFT  0.99994880   +0 18 53.7
 LO0731;UTM  12      - 4,473,059.184   499,287.374   MT  0.99960001   -0 00 19.6
 LO0731
 LO0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0731!SPC UT C     -   0.99949561  x   0.99994880  =   0.99944444
 LO0731!UTM  12      -   0.99949561  x   0.99960001  =   0.99909583
 LO0731
 LO0731:                Primary Azimuth Mark                     Grid Az
 LO0731:SPC UT C     -  RED AZ MK                                219 34 36.6
 LO0731:UTM  12      -  RED AZ MK                                219 53 49.9
 LO0731
 LO0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK9928773059(NAD 83)
 LO0731
 LO0731|---------------------------------------------------------------------|
 LO0731| PID    Reference Object                     Distance      Geod. Az  |
 LO0731|                                                           dddmmss.s |
 LO0731| CM5838 RED RM 1                             26.066 METERS 17430     |
 LO0731| CM5837 RED AZ MK                                          2195330.3 |
 LO0731| CM5839 RED RM 2                             35.717 METERS 24503     |
 LO0731|---------------------------------------------------------------------|
 LO0731
 LO0731                          SUPERSEDED SURVEY CONTROL
 LO0731
 LO0731  NAD 83(1993)-  40 24 29.32887(N)    111 00 30.23434(W) AD(       ) 1
 LO0731  NAD 83(1986)-  40 24 29.31509(N)    111 00 30.22544(W) AD(       ) 1
 LO0731  NAD 27      -  40 24 29.50390(N)    111 00 27.63220(W) AD(       ) 1
 LO0731  NGVD 29 (07/19/86) 3230.0    (m)        10597.     (f) VERT ANG       
 LO0731
 LO0731.Superseded values are not recommended for survey control.
 LO0731
 LO0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0731.See file dsdata.pdf to determine how the superseded data were derived.
 LO0731
 LO0731_MARKER: DS = TRIANGULATION STATION DISK
 LO0731_SETTING: 80 = SET IN A BOULDER
 LO0731
 LO0731  HISTORY     - Date     Condition        Report By
 LO0731  HISTORY     - 1936     MONUMENTED       CGS
 LO0731  HISTORY     - 1937     GOOD             CGS
 LO0731  HISTORY     - 1938     GOOD             CGS
 LO0731  HISTORY     - 1946     GOOD             CGS
 LO0731  HISTORY     - 1947     GOOD             CGS
 LO0731  HISTORY     - 1962     GOOD             CGS
 LO0731  HISTORY     - 1964     GOOD             USGS
 LO0731
 LO0731                          STATION DESCRIPTION
 LO0731
 LO0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 LO0731'IN UINTA NATIONAL FOREST, ABOUT 35 MILES WNW OF DUCHESNE, 22
 LO0731'MILES ENE OF HEBER, 5 MILES S OF WOLF CREEK PASS AND CAMP
 LO0731'GROUNDS, IN SEC. 10, T 1 S, R 10 W, ON SUMMIT OF HIGH PROMINENT
 LO0731'AND ALMOST BALD MOUNTAIN KNOWN TO FOREST SERVICE AS RED CREEK
 LO0731'MOUNTAIN, AND MARKED ON U.S. GEOLOGICAL SURVEY MAP AS TABBIE
 LO0731'MOUNTAIN.  THIS MOUNTAIN IS ON DIVIDE BETWEEN W FORK OF DUCHESNE
 LO0731'RIVER TO N AND CURRANT CREEK TO S, AND JUST W OF HEAD OF RED
 LO0731'CREEK.  TO REACH FROM DUCHESNE.  FOLLOW KAMAS ROAD N AND NW,
 LO0731'49.5 MILES TO SUMMIT OF WOLF CREEK PASS AND CAMP GROUNDS.
 LO0731'IMMEDIATELY W OF SIGNBOARD AT SUMMIT BEAR TO LEFT (W) ON NEW
 LO0731'FOREST SERVICE ROAD LEADING W ALONG SUMMIT OF RIDGE BETWEEN
 LO0731'WEST FORK OF DUCHESNE RIVER AND PROVO RIVER.  FOLLOW THIS
 LO0731'MAIN ROAD, WHICH HAS NO WELL-MARKED BRANCHES, W 10.5 MILES TO
 LO0731'WHERE TELEPHONE LINE CROSSES IT AND ANOTHER ROAD LEADS BACK
 LO0731'(E) TO LAKE CREEK RANGER STATION, VISIBLE FROM JUNCTION.
 LO0731'CONTINUE STRAIGHT AHEAD ON MAIN ROAD 1.85 MILES TO JUNCTION
 LO0731'AT SIGNBOARD ON SUMMIT NEAR SMALL POND.  ROAD STRAIGHT AHEAD
 LO0731'GOES TO HEBER.  TURN LEFT ONTO CURRANT CREEK ROAD AND FOLLOW
 LO0731'MAIN ROAD S 3.65 MILES TO SIGNBOARD ON LEFT.  TURN LEFT (E)
 LO0731'ONTO CURRANT CREEK RIDGE ROAD AND FOLLOW IT (NO FORKS) 11.6
 LO0731'MILES TO DIM FORKS.  FROM HERE MAIN TRAIL DESCENDS INTO
 LO0731'BASIN.  KEEP TO RIGHT ON DIM TRACKS ALONG RIDGE 0.45 MILE
 LO0731'TO WHERE ROAD IS SEEN PASSING ON TWO ROUTES LEFT SLOPE OF
 LO0731'SMOOTH BARE HOGBACK.  FOLLOW ROAD TO RIGHT (S) TO TOP OF
 LO0731'HOGBACK AND THEN E ALONG TOP OF HOGBACK TO END OF TRUCK
 LO0731'TRAVEL AT POINT WHERE HOGBACK NARROWS DOWN AND BECOMES
 LO0731'ROCKY.  TIMBERED BASIN IS ON N SIDE OF THIS POINT, HOGBACK
 LO0731'DROPPING SHARPLY INTO IT.  STATION MARK IS STANDARD
 LO0731'STATION DISK WEDGED IN A DRILL HOLE IN BOULDER.  REFERENCE
 LO0731'AND AZIMUTH MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES
 LO0731'IN BOULDERS.  NO. 1 IS ON S SLOPE OF PEAK, 26.450 METERS
 LO0731'(86.78 FEET), S OF STATION.  NO. 2
 LO0731'IS ON S SLOPE OF PEAK, 36.125 METERS (118.52 FEET) SW OF
 LO0731'STATION.  DISTANCE BETWEEN REFERENCE
 LO0731'MARKS IS 120.00 FEET.  THESE ARE ALL SLOPE DISTANCES.  AZIMUTH
 LO0731'MARK IS ON HIGHEST POINT OF N-S RIDGE WHICH CONNECTS PEAK WITH
 LO0731'LARGE GREEN HOGBACK RIDGE TO S, AND ABOUT 1/2 MILE SSW FROM
 LO0731'STATION.
 LO0731
 LO0731                          STATION RECOVERY (1937)
 LO0731
 LO0731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LO0731'STATION IS ABOUT 35 MILES WNW OF DUCHESNE, AND 22 MILES ESE
 LO0731'OF HEBER, AND 5 MILES S OF WOLF CREEK PASS AND CAMP GROUNDS,
 LO0731'WITHIN THE LIMITS OF UINTA NATIONAL FOREST, ON A HIGH PROMINENT,
 LO0731'ALMOST BALD MOUNTAIN, KNOWN AS RED CREEK MOUNTAIN.  STATION
 LO0731'AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 LO0731'
 LO0731'STATION REACHED FROM HEBER BY GOING E FROM COURT HOUSE ON EAST
 LO0731'CENTER STREET AND LAKE CREEK ROAD 4.3 MILES TO A FORK AT A
 LO0731'BARN AND SILO ON RIGHT.  TAKE LEFT FORK MAIN-TRAVELED ROAD
 LO0731'13.2 MILES TO A FORK AT A SMALL POND ON RIGHT AND SIGN (CURRENT
 LO0731'CREEK).  TAKE RIGHT FORK 0.6 MILE TO ANOTHER FORK AT SIGN ON
 LO0731'LEFT (CURRENT CREEK 3 MILES).  TAKE LEFT FORK AND FOLLOW
 LO0731'MAIN-TRAVELED ROAD 3.05 MILES TO A ROAD LEADING LEFT AT SIGN
 LO0731'(CURRENT CREEK).  THIS SIGN IS DOWN ON THE GROUND.  TURN LEFT
 LO0731'AND FOLLOW MAIN-TRAVELED ROAD 7.8 MILES TO A POINT WHERE THE
 LO0731'ROAD DESCENDS INTO BASIN, AND A DIM TRACK ROAD LEADS RIGHT
 LO0731'TOWARD THE N SLOPE OF A BARE HOG BACK RIDGE.  BEAR RIGHT ON
 LO0731'DIM TRACKS ABOUT 0.45 MILE TO THE BARE HOG BACK.  WORK WAY
 LO0731'UP RIDGE AND ALONG N SLOPE OF RIDGE E TO A POINT WHERE IT IS
 LO0731'TOO NARROW AND ROCKY FOR TRUCKS.  END OF TRUCK TRAVEL.  FROM
 LO0731'HERE THE STATION IS VISIBLE ON THE HILL TO THE NE.  PACK UP
 LO0731'THE NARROW HOG BACK TO TOP OF HILL AND STATION.
 LO0731'30-MINUTE PACK.
 LO0731
 LO0731                          STATION RECOVERY (1938)
 LO0731
 LO0731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 LO0731'STATION ABOUT 35 MILES WNW OF DUCHESNE, UTAH AND 22 MILES ENE
 LO0731'OF HEBER, UTAH.  STATION IS IN THE UINTA NATIONAL FOREST ABOUT
 LO0731'5 MILES S OF WOLF CREEK PASS AND CAMP GROUNDS.  STATION IS ON
 LO0731'A HIGH, PROMINENT BARE MOUNTAIN KNOWN LOCALLY AS RED CREEK
 LO0731'MOUNTAIN.  IT IS THE HIGHEST POINT OF A RIDGE THAT RUNS
 LO0731'APPROXIMATELY SOUTHEASTERLY AND NORTHWESTERLY.  ABOUT ONE
 LO0731'QUARTER MILE W OF THE STATION A SPUR RIDGE RUNS S INTO A NARROW
 LO0731'HOGBACK.
 LO0731'
 LO0731'REFERENCE MARK NO. 1 IS S OF, AND ABOUT 20 FEET BELOW THE STATION.
 LO0731'
 LO0731'REFERENCE MARK NO. 2 IS WSW OF, AND ABOUT 30 FEET BELOW THE
 LO0731'STATION.
 LO0731'
 LO0731'AZIMUTH MARK IS SSW OF THE STATION, ABOUT THREE QUARTERS OF
 LO0731'A MILE DISTANT AND ABOUT 150 FEET LOWER IN ELEVATION.
 LO0731'
 LO0731'STATION IS REACHED FROM HEBER, UTAH, BY GOING E FROM THE COURT
 LO0731'HOUSE ON EAST CENTER STREET AND THE LAKE CREEK ROAD FOR 4.3 MILES
 LO0731'TO A FORK AT A BARN AND A SILO ON THE RIGHT.  THENCE TAKE THE
 LO0731'LEFT FORK, THE MAIN-TRAVELED ROAD FOR 13.05 MILES TO A FORK
 LO0731'AT A SMALL POND ON THE RIGHT AND A SIGN (WEST FK DUCHESNE, +HEBER
 LO0731'19).  THENCE TAKE THE RIGHT FORK FOR 0.6 MILE TO ANOTHER FORK
 LO0731'AT A SIGN ON THE LEFT (CURRENT CREEK 3).  THENCE TAKE THE LEFT
 LO0731'FORK AND FOLLOW THE MAIN-TRAVELED ROAD FOR 3.05 MILES TO A
 LO0731'ROAD LEADING LEFT.  TURN LEFT AND FOLLOW THE MAIN-TRAVELED
 LO0731'ROAD FOR 7.8 MILES TO A POINT WHERE THE MAIN ROAD DESCENDS
 LO0731'INTO A BASIN, AND A DIM TRACK ROAD LEADING RIGHT TOWARD
 LO0731'THE N SLOPE OF A BARE HOG BACK.  FROM HERE BEAR RIGHT ON THE
 LO0731'DIM TRACKS FOR ABOUT 1/2 MILE TO A BARE HOG BACK.  THENCE
 LO0731'WORK WAY UP RIDGE AND ALONG THE N SLOPE OF RIDGE E TO THE
 LO0731'SOUTHERN END OF A VERY NARROW HOG BACK, AND THE END OF
 LO0731'TRUCK TRAVEL.  FROM HERE WALK ALONG NARROW HOG BACK THEN
 LO0731'TURN RIGHT AND GO TO HIGHEST POINT AND THE STATION SITE.
 LO0731'THE AZIMUTH MARK IS AT THE END OF THE TRUCK TRAVEL.
 LO0731
 LO0731                          STATION RECOVERY (1946)
 LO0731
 LO0731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO0731'THE STATION MARK WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 LO0731'AZIMUTH AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND
 LO0731'DUE TO HEAVY SNOW.  THE STATION IS LOCATED IN THE UINTAH
 LO0731'NATIONAL FOREST, ABOUT 35 MILES WEST-NORTHWEST OF DUCHESNE,
 LO0731'ABOUT 22 MILES EAST-NORTHEAST OF HEBER, ABOUT 5 MILES SOUTH
 LO0731'OF WOLF CREEK PASS AND CAMP GROUNDS, ON THE SUMMIT OF A HIGH,
 LO0731'PROMINENT, AND ALMOST BALD MOUNTAIN LOCALLY KNOWN AS RED
 LO0731'CREEK MOUNTAIN, IT IS ON THE DIVIDE BETWEEN WEST FORK OF THE
 LO0731'DUCHESNE RIVER TO THE NORTH AND CURRENT CREEK TO THE SOUTH.
 LO0731'
 LO0731'TO REACH FROM FRUITLAND, GO NORTH ON THE MAIN TRAVELED ROAD
 LO0731'FOR 1.8 MILES TO THREE FORKS.  TAKE THE CENTER ROAD AND GO
 LO0731'8.2 MILES TO A CATTLE GUARD AND UINTAH NATIONAL FOREST BOUNDRY
 LO0731'FENCELINE.  CONTINUE STRAIGHT AHEAD FOR 2.1 MILES TO AN OLD
 LO0731'COAL MINE.  CONTINUE 0.9 MILE TO FORKS AT A GATE IN ELECTRIC
 LO0731'FENCE LINE.  TAKE LEFT FORK, PASSING THROUGH FENCE AND FOLLOW
 LO0731'THE MAIN ROAD UP RED CREEK FOR 9.8 MILES (THE LAST THREE MILES
 LO0731'BEING VERY ROUGH AND STEEP) TO A FORK NEAR THE SUMMIT.  TAKE
 LO0731'RIGHT FORK FOR 0.1 MILE TO THE SUMMIT.  THEN TURN RIGHT UP
 LO0731'RIDGE FOR 0.05 MILE TO STATION AS DESCRIBED.  A DRIVE
 LO0731'STATION FOR FOUR WHEEL DRIVE VEHICLE IN DRY WEATHER.
 LO0731
 LO0731                          STATION RECOVERY (1947)
 LO0731
 LO0731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LO0731'STATION AND ALL MARKS FOUND AS PREVIOUSLY DESCRIBED AND IN
 LO0731'GOOD CONDITION.  HORIZONTAL DISTANCES WERE TAKEN TO MARKS
 LO0731'INSTEAD OF SLOPE DISTANCES AS PREVIOUSLY USED.  A NEW DESCRIPTION
 LO0731'FOLLOWS--
 LO0731'
 LO0731'STATION LOCATED IN UINTAH NATIONAL FOREST, APPROXIMATELY
 LO0731'35 MILES WEST-NORTHWEST OF DUCHESNE, 22 MILES EAST-NORTHEAST
 LO0731'OF HEBER, 5 MILES SOUTH OF WOLF CREEK PASS AND CAMP GROUND,
 LO0731'IN SECTION 10, T.1 S., R. 10 W., ON SUMMIT OF HIGH, PROMINENT,
 LO0731'AND ALMOST BALD MOUNTAIN, KNOWN AS RED CREEK MOUNTAIN.  MARK
 LO0731'PROJECTS 8 INCHES, AND IS STAMPED--RED
 LO0731'1936.
 LO0731'
 LO0731'REFERENCE MARK NO. 1 IS APPROXIMATELY 15 FEET LOWER THAN
 LO0731'STATION, PROJECTS 8 INCHES, AND IS
 LO0731'STAMPED--RED NO 1 1936.
 LO0731'
 LO0731'REFERENCE MARK NO. 2 IS APPROXIMATELY 20 FEET LOWER THAN STATION,
 LO0731'PROJECTS 12 INCHES, AND IS STAMPED--RED
 LO0731'NO 2 1936.
 LO0731'
 LO0731'AZIMUTH MARK IS APPROXIMATELY 10 FEET EAST AND 2 FEET LOWER
 LO0731'THAN HIGHEST POINT OF A NORTH-SOUTH RIDGE.  MARK IS SET FLUSH
 LO0731'WITH GROUND, AND IS STAMPED--RED 1936.
 LO0731'
 LO0731'TO REACH FROM FRUITLAND, GO NORTH ON DIRT ROAD 1.6 MILES TO
 LO0731'THREE FORKS.  KEEP CENTER ROAD AND GO 7.7 MILES TO CATTLE
 LO0731'GUARD AND UINTAH NATIONAL FOREST BOUNDRY LINE FENCE.  CONTINUE
 LO0731'2.0 MILES TO OLD COAL MINE.  CONTINUE 0.8 MILE TO FORKS AT
 LO0731'GATE IN ELECTRIC FENCE LINE.  TAKE LEFT FORK THROUGH GATE AND
 LO0731'GO 9.1 MILES (THE LAST THREE MILES ARE VERY ROUGH AND STEEP)
 LO0731'TO FORKS.  TAKE RIGHT FORK FOR 0.1 MILE TO SUMMIT.  TURN RIGHT
 LO0731'AND GO 0.05 MILE ALONG RIDGE TO STATION.  A DRIVE STATION.
 LO0731'
 LO0731'TO REACH AZIMUTH MARK FROM STATION, GO BACK TO LAST FORK.
 LO0731'TURN RIGHT AND GO 0.6 MILE TO POINT WHERE ROAD GOES OVER
 LO0731'NORTH-SOUTH RIDGE.  TURN LEFT UP RIDGE TO HIGHEST POINT AND
 LO0731'MARK AS DESCRIBED ABOVE.
 LO0731'
 LO0731'OBSERVATIONS MADE FROM A 1.1 M TRIPOD.
 LO0731
 LO0731                          STATION RECOVERY (1962)
 LO0731
 LO0731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0731'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 LO0731'RECOVERED AS DESCRIBED BY D.H.K. IN 1947.  DUE TO ROAD CHANGES
 LO0731'A COMPLETE NEW DESCRIPTION FOLLOWS.
 LO0731'
 LO0731'THE STATION IS ABOUT 35 MILES WEST-NORTHWEST OF DUCHESNE,
 LO0731'22 MILES EAST-NORTHEAST OF HEBER, 5 MILES SOUTH OF WOLF CREEK
 LO0731'PASS AND CAMP GROUNDS, 16-1/4 MILES NORTHWEST OF FRUITLAND
 LO0731'AND ON THE SUMMIT OF A PROMINENT, BARE TOPPED MOUNTAIN, KNOWN
 LO0731'AS RED CREEK MOUNTAIN.
 LO0731'
 LO0731'TO REACH THE STATION FROM THE POST OFFICE IN FRUITLAND, GO
 LO0731'NORTH ON A DIRT ROAD FOR 0.95 MILE TO A SIDE ROAD ON THE LEFT.
 LO0731'CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO A THREE WAY FORK.
 LO0731'TAKE THE MIDDLE FORK AND CONTINUE NORTHERLY UP THE EAST SIDE
 LO0731'OF A CREEK FOR 2.5 MILES TO A SIDE ROAD ON THE RIGHT.  CONTINUE
 LO0731'NORTHERLY FOR 1.2 MILES TO A RANCH HOUSE ON THE RIGHT.  CONTINUE
 LO0731'STRAIGHT AHEAD FOR 1.0 MILE TO A CAMPING AREA ON THE RIGHT.
 LO0731'CONTINUE STRAIGHT AHEAD FOR 0.75 MILE TO A DAM ON THE LEFT.
 LO0731'CONTINUE STRAIGHT AHEAD UP THE RIGHT SIDE OF A CREEK FOR 0.5
 LO0731'MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE FOR 2.45
 LO0731'MILES TO A GATE AT A CORRAL ON THE LEFT.  PASS THROUGH THE
 LO0731'GATE AND CONTINUE NORTHERLY 1.8 MILES TO A GATE.  PASS
 LO0731'THROUGH THE GATE AND CONTINUE FOR 1.15 MILES TO A FORK AT A
 LO0731'SIGN RED CREEK-RED CREEK MTN 8.  TAKE THE LEFT FORK AND CONTINUE
 LO0731'FOR 0.15 MILE TO A CABIN ON THE RIGHT.  CONTINUE ON THE MAIN
 LO0731'ROAD FOR 0.95 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO UP
 LO0731'GRADE FOR 1.65 MILES TO A SMALL BRIDGE JUST AFTER PASSING A
 LO0731'CORRAL ON THE LEFT.  CROSS THE BRIDGE AND CONTINUE ON THE
 LO0731'MAIN ROAD FOR 0.25 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 LO0731'CONTINUE FOR 1.55 MILES TO A CORRAL ON THE LEFT.  CONTINUE
 LO0731'STRAIGHT AHEAD FOR 2.5 MILES TO A CORRAL ON THE RIGHT.
 LO0731'CONTINUE STRAIGHT AHEAD, PASSING TO THE LEFT OF THE
 LO0731'CORRAL, FOR 0.45 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 LO0731'GO UP GRADE 1.75 MILES TO A CAIRN ON THE RIGHT.  CONTINUE
 LO0731'WESTERLY FOR 0.6 MILE TO A DIM TRACK ROAD ON THE RIGHT.  (TO
 LO0731'REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE STRAIGHT
 LO0731'AHEAD, DOWN GRADE, FOR 0.65 MILE TO A FORK AND THE END OF
 LO0731'TRUCK TRAVEL.  FROM THIS POINT PACK SOUTHERLY FOR ABOUT 300
 LO0731'YARDS TO THE HIGHEST POINT OF THE MOST SOUTHERLY ONE OF THREE
 LO0731'KNOLLS AND THE MARK) TURN RIGHT AND GO UP GRADE,
 LO0731'NORTHEASTERLY, FOR 0.3 MILE TO THE STATION.
 LO0731'
 LO0731'THE STATION MARK IS A STANDARD DISK, STAMPED RED 1936, CEMENTED
 LO0731'IN A DRILL HOLE IN A 1 BY 1-1/2 FOOT BOULDER PROJECTING 1 FOOT.
 LO0731'IT IS 4 FEET SOUTH OF THE NORTH EDGE OF THE BLUFF.
 LO0731'
 LO0731'REFERENCE MARK 1 IS S STANDARD DISK, STAMPED RED NO 1 1936,
 LO0731'CEMENTED IN A DRILL HOLE IN A 3 BY 3 FOOT BOULDER PROJECTING
 LO0731'10 INCHES.  IT IS 14.9 FEET LOWER THAN THE STATION.
 LO0731'
 LO0731'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RED NO 2 1936,
 LO0731'CEMENTED IN A DRILL HOLE IN A 3 BY 3 FOOT BOULDER PROJECTING
 LO0731'2 FEET.  IT IS 19.3 FEET LOWER THAN THE STATION.
 LO0731'
 LO0731'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED RED 1936, CEMENTED
 LO0731'IN A DRILL HOLE IN A 2 BY 2-1/2 FOOT ROCK OUTCROP PROJECTING
 LO0731'4 INCHES.  IT IS ABOUT 15 FEET SOUTHEAST AND ABOUT 5 FEET
 LO0731'LOWER THAN THE HIGHEST POINT OF THE KNOLL, ABOUT 75 FEET EAST
 LO0731'OF THE EAST EDGE OF A GROVE OF PINE TREES AND 2 FEET NORTH OF
 LO0731'A CAIRN.
 LO0731'
 LO0731'A 4-WHEEL DRIVE VEHICLE NEED TO DRIVE TO THE STATION AND THE
 LO0731'AZIMUTH MARK.
 LO0731
 LO0731                          STATION RECOVERY (1964)
 LO0731
 LO0731'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LO0731'RECOVERED.
 LO0731'
 LO0731'STATION MARK--STANDARD DISK, STAMPED ---RED 1936---, CEMENTED IN A
 LO0731'DRILL HOLE IN A 1 X 1-1/2 FT. BOULDER PROJECTING 1 FT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0589 ***********************************************************************
 JM0589  DESIGNATION -  RED
 JM0589  PID         -  JM0589
 JM0589  STATE/COUNTY-  UT/GRAND
 JM0589  COUNTRY     -  US
 JM0589  USGS QUAD   -  DEE PASS (2017)
 JM0589
 JM0589                         *CURRENT SURVEY CONTROL
 JM0589  ______________________________________________________________________
 JM0589* NAD 83(1994) POSITION- 38 46 58.26123(N) 109 58 54.10283(W)   ADJUSTED
 JM0589* NAVD 88 ORTHO HEIGHT -  1507.5   (meters)     4946.    (feet) VERTCON3
 JM0589  ______________________________________________________________________
 JM0589  GEOID HEIGHT    -        -20.779 (meters)                     GEOID18
 JM0589  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 JM0589  HORZ ORDER      -  THIRD
 JM0589
 JM0589.The horizontal coordinates were established by classical geodetic methods
 JM0589.and adjusted by the National Geodetic Survey in November 1997.
 JM0589
 JM0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0589
 JM0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0589.GEOID18 height accuracy estimate available here.
 JM0589
 JM0589.Click photographs - Photos may exist for this station.
 JM0589
 JM0589.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0589
 JM0589. The following values were computed from the NAD 83(1994) position.
 JM0589
 JM0589;                    North         East     Units Scale Factor Converg.
 JM0589;SPC UT C     - 2,051,026.676   631,928.714   MT  1.00006590   +0 58 21.3
 JM0589;SPC UT C     - 6,729,076.69  2,073,252.79   sFT  1.00006590   +0 58 21.3
 JM0589;UTM  12      - 4,293,172.040   588,446.696   MT  0.99969633   +0 38 16.4
 JM0589
 JM0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0589!SPC UT C     -   0.99976679  x   1.00006590  =   0.99983267
 JM0589!UTM  12      -   0.99976679  x   0.99969633  =   0.99946319
 JM0589
 JM0589:                Primary Azimuth Mark                     Grid Az
 JM0589:SPC UT C     -  2 70A                                    348 37 50.9
 JM0589:UTM  12      -  2 70A                                    348 57 55.8
 JM0589
 JM0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH8844693172(NAD 83)
 JM0589
 JM0589|---------------------------------------------------------------------|
 JM0589| PID    Reference Object                     Distance      Geod. Az  |
 JM0589|                                                           dddmmss.s |
 JM0589| JM0588 2 70A                               APPROX. 7.8 KM 3493612.2 |
 JM0589|---------------------------------------------------------------------|
 JM0589
 JM0589                          SUPERSEDED SURVEY CONTROL
 JM0589
 JM0589  NAD 83(1986)-  38 46 58.24894(N)    109 58 54.09868(W) AD(       ) 3
 JM0589  NAD 27      -  38 46 58.33475(N)    109 58 51.63882(W) AD(       ) 3
 JM0589  NGVD 29 (07/19/86) 1506.5    (m)         4943.     (f) VERT ANG       
 JM0589
 JM0589.Superseded values are not recommended for survey control.
 JM0589
 JM0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0589.See file dsdata.pdf to determine how the superseded data were derived.
 JM0589
 JM0589_MARKER: DD = SURVEY DISK
 JM0589_SETTING: 66 = SET IN ROCK OUTCROP
 JM0589_STAMPING: RED 1951
 JM0589_MARK LOGO: USGS
 JM0589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0589+STABILITY: POSITION/ELEVATION WELL
 JM0589
 JM0589  HISTORY     - Date     Condition        Report By
 JM0589  HISTORY     - 1951     MONUMENTED       USGS
 JM0589  HISTORY     - 1954     GOOD             USGS
 JM0589
 JM0589                          STATION DESCRIPTION
 JM0589
 JM0589'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JM0589'LOCATED ABOUT 10.5 MI. N. OF N. SIDE OF BOWKNOT IN GREEN RIVER AND
 JM0589'12.5 MI. W. OF JUNCTION OF DEAD HORSE POINT RD. AND U.S. HIGHWAY 160,
 JM0589'ON HIGHER OF TWO LIGHT COLORED BUTTES.  LOWER BUTTES AROUND STATION
 JM0589'ARE RED ROCKS.
 JM0589
 JM0589                          STATION RECOVERY (1954)
 JM0589
 JM0589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JM0589'TO REACH FROM GREEN RIVER POST OFFICE DRIVE E. ON U.S. HIGHWAY 50 FOR
 JM0589'14.1 MI. TURN RIGHT ON DIRT RD.4.4 MI.TAKE LEFT FORK 3.8 MI.TAKE RIGHT
 JM0589'FORK 0.4 MI. TAKE RIGHT FORK 0.8 MI. TAKE RIGHT FORK 2.0 MI. TAKE
 JM0589'RIGHT FORK 0.9 MI. ALONG LEDGE OF CLIFF.  HIKE N. TO TOP AND STATION.
 JM0589'ABOUT 30 MINUTE PACK.
 JM0589'
 JM0589'REACHED BY HELICOPTER.
 JM0589'
 JM0589'STATION MARK - STANDARD TABLET STAMPED ---RED 1951--- CEMENTED IN
 JM0589'SOLID ROCK.
 JM0589'
 JM0589'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET STAMPED ---NO.1 1951--
 JM0589'CEMENTED IN SOLID ROCK, 43.6 FT. FROM STATION MARK,
 JM0589'N 45 DEG 16 MIN W.
 JM0589'
 JM0589'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---NO2
 JM0589'1951---, CEMENTED IN SOLID ROCK, 8.05 FT. FROM STATION MARK,
 JM0589'N 14 DEG 01 MIN W.
 JM0589'
 JM0589'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0675 ***********************************************************************
 LN0675  DESIGNATION -  RED
 LN0675  PID         -  LN0675
 LN0675  STATE/COUNTY-  UT/UINTAH
 LN0675  COUNTRY     -  US
 LN0675  USGS QUAD   -  STEINAKER RESERVOIR (2017)
 LN0675
 LN0675                         *CURRENT SURVEY CONTROL
 LN0675  ______________________________________________________________________
 LN0675* NAD 83(1994) POSITION- 40 35 38.76286(N) 109 33 16.95351(W)   ADJUSTED
 LN0675* NAVD 88 ORTHO HEIGHT -  2379.7   (meters)     7807.    (feet) VERTCON3
 LN0675  ______________________________________________________________________
 LN0675  GEOID HEIGHT    -        -15.187 (meters)                     GEOID18
 LN0675  LAPLACE CORR    -         -6.08  (seconds)                    DEFLEC18
 LN0675  HORZ ORDER      -  SECOND
 LN0675
 LN0675.The horizontal coordinates were established by classical geodetic methods
 LN0675.and adjusted by the National Geodetic Survey in November 1997.
 LN0675
 LN0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0675
 LN0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0675.GEOID18 height accuracy estimate available here.
 LN0675
 LN0675.Click photographs - Photos may exist for this station.
 LN0675
 LN0675.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0675
 LN0675. The following values were computed from the NAD 83(1994) position.
 LN0675
 LN0675;                    North         East     Units Scale Factor Converg.
 LN0675;SPC UT C     - 2,252,786.824   664,652.119   MT  0.99998657   +1 14 46.0
 LN0675;SPC UT C     - 7,391,018.11  2,180,612.83   sFT  0.99998657   +1 14 46.0
 LN0675;UTM  12      - 4,494,703.778   622,295.786   MT  0.99978410   +0 56 26.0
 LN0675
 LN0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0675!SPC UT C     -   0.99962923  x   0.99998657  =   0.99961580
 LN0675!UTM  12      -   0.99962923  x   0.99978410  =   0.99941341
 LN0675
 LN0675:                Primary Azimuth Mark                     Grid Az
 LN0675:SPC UT C     -  RED AZ MK                                292 44 24.7
 LN0675:UTM  12      -  RED AZ MK                                293 02 44.7
 LN0675
 LN0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK2229594703(NAD 83)
 LN0675
 LN0675|---------------------------------------------------------------------|
 LN0675| PID    Reference Object                     Distance      Geod. Az  |
 LN0675|                                                           dddmmss.s |
 LN0675| CP6500 RED RM 1                              5.560 METERS 12624     |
 LN0675| CP6499 RED AZ MK                                          2935910.7 |
 LN0675| CP6501 RED RM 2                              6.159 METERS 34935     |
 LN0675|---------------------------------------------------------------------|
 LN0675
 LN0675                          SUPERSEDED SURVEY CONTROL
 LN0675
 LN0675  NAD 83(1993)-  40 35 38.76242(N)    109 33 16.95313(W) AD(       ) 2
 LN0675  NAD 83(1986)-  40 35 38.74243(N)    109 33 16.94018(W) AD(       ) 2
 LN0675  NAD 27      -  40 35 38.89200(N)    109 33 14.43700(W) AD(       ) 2
 LN0675  NGVD 29 (07/19/86) 2378.3    (m)         7803.     (f) VERT ANG       
 LN0675
 LN0675.Superseded values are not recommended for survey control.
 LN0675
 LN0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0675.See file dsdata.pdf to determine how the superseded data were derived.
 LN0675
 LN0675_MARKER: DD = SURVEY DISK
 LN0675_SETTING: 66 = SET IN ROCK OUTCROP
 LN0675_STAMPING: RED 1946
 LN0675_MARK LOGO: USGS
 LN0675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0675+STABILITY: POSITION/ELEVATION WELL
 LN0675
 LN0675  HISTORY     - Date     Condition        Report By
 LN0675  HISTORY     - 1946     MONUMENTED       USGS
 LN0675  HISTORY     - 1967     GOOD             CGS
 LN0675
 LN0675                          STATION DESCRIPTION
 LN0675
 LN0675'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (DHK)
 LN0675'ON THE SUMMIT OF RED MOUNTAIN, 10 MILES NORTH OF VERNAL, ABOUT
 LN0675'6.5 MILES AIR LINE EAST-NORTHEAST OF THE TOWN OF DRY FORK, AND
 LN0675'ON THE BOUNDARY LINE BETWEEN T. 3 S, R. 21 E., SEC. 3 AND T. 2
 LN0675'S., R. 21, SEC. 34.  STATION IS ON THE NORTH END OF THE HIGH
 LN0675'ROCKY RIDGE, 10 PACES EAST OF WEST EDGE OF RIM, AND 4 PACES
 LN0675'SOUTH OF NORTH EDGE OF RIM.  THE MARK IS STAMPED--RED USGS 1946
 LN0675'AND IS SET FLUSH WITH THE GROUND.
 LN0675'
 LN0675'REFERENCE MARK NO. 1 IS ABOUT 10 INCHES LOWER THAN THE STATION,
 LN0675'SET FLUSH WITH THE GROUND, AND STAMPED--RED USGS NO 1 1946.
 LN0675'
 LN0675'REFERENCE MARK NO. 2 IS ABOUT 8 INCHES LOWER THAN THE STATION,
 LN0675'18 INCHES SOUTH OF THE NORTH EDGE OF THE RIM AND 8 INCHES WEST
 LN0675'OF THE EAST EDGE OF THE RIM.  THE MARK IS SET FLUSH WITH THE
 LN0675'GROUND AND STAMPED--RED USGS NO 2 1946.
 LN0675'
 LN0675'THE AZIMUTH MARK IS 9 PACES WEST OF THE CENTER LINE OF THE ROAD
 LN0675'TO THE STATION, SET FLUSH WITH THE GROUND AND STAMPED--RED USGS
 LN0675'1946.
 LN0675'
 LN0675'TO REACH THE STATION FROM THE POST OFFICE IN VERNAL, GO WEST
 LN0675'ON U.S. HIGHWAY 40 FOR 0.5 MILE TO CROSSROAD AT CONOCO SERVICE
 LN0675'STATION ON LEFT.  TURN RIGHT, NORTH, ON STATE HIGHWAY 121 AND
 LN0675'GO 0.5 MILE TO CROSSROAD.  TURN LEFT, WEST, AND GO 2.0 MILES TO
 LN0675'CROSSROAD AT MEASER STORE.  TURN RIGHT, NORTH, AND GO 2.5
 LN0675'MILES TO FORKS.  KEEP LEFT FORK (MAIN TRAVELED ROAD) AND GO 0.4
 LN0675'MILE TO FORKS.  KEEP CENTER ROAD WHICH IS THE MAIN TRAVELED
 LN0675'ONE, AND GO 4.4 MILES TO FORKS.  KEEP RIGHT FORK AND GO 2.2
 LN0675'MILES TO FENCE LINE AND CATTLE GUARD AT THE U.S. FOREST
 LN0675'SERVICE BOUNDARY LINE.  CONTINUE 1.2 MILES TO CROSSROAD JUST
 LN0675'PAST WHERE TELEPHONE LINE CROSSES THE ROAD.  TURN RIGHT ON DIM
 LN0675'ROAD AND GO 0.4 MILE TO ANOTHER DIM ROAD RIGHT.  TURN RIGHT ON
 LN0675'THIS DIM ROAD AND GO ABOUT 0.7 MILE CONTINUING ACROSS COUNTRY
 LN0675'AFTER THIS ROAD STOPS, TO END OF TRUCK TRAVEL.  THEN FOLLOW
 LN0675'TRAIL TO SUMMIT, THENCE BACK RIGHT A SHORT WAY TO STATION.
 LN0675'ABOUT A 20 MINUTE PACK.
 LN0675
 LN0675                          STATION RECOVERY (1967)
 LN0675
 LN0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RAD)
 LN0675'THIS STATION WAS RECOVERED IN GOOD CONDITION, AND THE DESCRIPTION
 LN0675'IS ADEQUATE FOR RECOVERY.
 LN0675'
 LN0675'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 6.5
 LN0675'MI. ENE OF DRY FORK
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AF9633 ***********************************************************************
 AF9633  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9633  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9633  DESIGNATION -  RED BUTTE CORS ARP
 AF9633  CORS_ID     -  RBUT
 AF9633  PID         -  AF9633
 AF9633  STATE/COUNTY-  UT/SALT LAKE
 AF9633  COUNTRY     -  US
 AF9633  USGS QUAD   -  FORT DOUGLAS (2017)
 AF9633
 AF9633                         *CURRENT SURVEY CONTROL
 AF9633  ______________________________________________________________________
 AF9633* NAD 83(2011) POSITION- 40 46 51.80787(N) 111 48 31.48990(W)   ADJUSTED
 AF9633* NAD 83(2011) ELLIP HT-  1668.455 (meters)        (04/??/25)   ADJUSTED
 AF9633* NAD 83(2011) EPOCH   -  2010.00
 AF9633* NAVD 88 ORTHO HEIGHT -  1684.71  (meters)     5527.3   (feet) GPS OBS
 AF9633  ______________________________________________________________________
 AF9633  GEOID HEIGHT    -        -16.238 (meters)                     GEOID18
 AF9633  NAD 83(2011) X  - -1,797,278.151 (meters)                     COMP
 AF9633  NAD 83(2011) Y  - -4,491,527.161 (meters)                     COMP
 AF9633  NAD 83(2011) Z  -  4,145,132.598 (meters)                     COMP
 AF9633
 AF9633  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9633  Standards:
 AF9633         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9633            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9633  -------------------------------------------------------------------
 AF9633  NETWORK    0.29   0.36           0.13   0.09   0.18     -0.54401500
 AF9633  -------------------------------------------------------------------
 AF9633
 AF9633.The coordinates were established by GPS observations
 AF9633.and adjusted by the National Geodetic Survey in April 2025.
 AF9633
 AF9633.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9633.been affixed to the stable North American Tectonic Plate. 
 AF9633
 AF9633.The coordinates are valid at the epoch date displayed above
 AF9633.which is a decimal equivalence of Year/Month/Day.
 AF9633
 AF9633.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AF9633.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AF9633.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AF9633.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AF9633.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AF9633.published epoch of 2010.00.
 AF9633
 AF9633.Additional information on MYCS is available at:
 AF9633.https://geodesy.noaa.gov/CORS/index.shtml
 AF9633
 AF9633.The orthometric height was determined by GPS observations and a
 AF9633.high-resolution geoid model using precise GPS observation and
 AF9633.processing techniques.
 AF9633
 AF9633.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9633.GEOID18 height accuracy estimate available here.
 AF9633
 AF9633.The PID for the CORS L1 Phase Center is DO7319.
 AF9633
 AF9633.Click photographs - Photos may exist for this station.
 AF9633
 AF9633.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9633
 AF9633.The ellipsoidal height was determined by GPS observations
 AF9633.and is referenced to NAD 83.
 AF9633
 AF9633. The following values were computed from the NAD 83(2011) position.
 AF9633
 AF9633;                    North         East     Units Scale Factor Converg.
 AF9633;SPC UT C     - 2,271,802.628   473,936.863   MT  1.00003525   -0 11 52.0
 AF9633;SPC UT C     - 7,453,405.79  1,554,907.86   sFT  1.00003525   -0 11 52.0
 AF9633;UTM  12      - 4,514,767.453   431,758.212   MT  0.99965732   -0 31 41.8
 AF9633
 AF9633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9633!SPC UT C     -   0.99973835  x   1.00003525  =   0.99977359
 AF9633!UTM  12      -   0.99973835  x   0.99965732  =   0.99939576
 AF9633
 AF9633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3175814767(NAD 83)
 AF9633
 AF9633                          SUPERSEDED SURVEY CONTROL
 AF9633
 AF9633  NAD 83(2011)-  40 46 51.80784(N)    111 48 31.49023(W) AD(2010.00) c
 AF9633  ELLIP H (06/??/19) 1668.467  (m)                       GP(2010.00) c c
 AF9633  NAD 83(2011)-  40 46 51.80780(N)    111 48 31.48966(W) AD(2010.00) c
 AF9633  NAD 83(2011)-  40 46 51.80799(N)    111 48 31.49014(W) AD(2010.00) c
 AF9633  ELLIP H (08/??/11) 1668.472  (m)                       GP(2010.00) c c
 AF9633  NAD 83(CORS)-  40 46 51.80741(N)    111 48 31.49063(W) AD(2002.00) c
 AF9633  ELLIP H (08/??/07) 1668.462  (m)                       GP(2002.00) c c
 AF9633  NAD 83(2007)-  40 46 51.80743(N)    111 48 31.49053(W) AD(2002.00) c
 AF9633  NAD 83(CORS)-  40 46 51.80743(N)    111 48 31.49053(W) AD(2002.00) c
 AF9633  ELLIP H (03/??/02) 1668.466  (m)                       GP(2002.00) c c
 AF9633  NAD 83(CORS)-  40 46 51.80731(N)    111 48 31.49039(W) AD(1997.00) c
 AF9633  ELLIP H (12/??/00) 1668.473  (m)                       GP(1997.00) c c
 AF9633  NAD 83(CORS)-  40 46 51.80722(N)    111 48 31.49033(W) AD(1997.00) c
 AF9633  ELLIP H (05/??/97) 1668.485  (m)                       GP(1997.00) c c
 AF9633  NAD 83(CORS)-  40 46 51.80722(N)    111 48 31.49033(W) AD(1996.00) c
 AF9633  ELLIP H (05/??/97) 1668.485  (m)                       GP(1996.00) c c
 AF9633  NAVD 88 (02/28/01) 1684.79   (m)  GEOID99  model used  GPS OBS        
 AF9633  NAVD 88 (06/28/00) 1684.79   (m)  UNKNOWN  model used  GPS OBS        
 AF9633
 AF9633.Superseded values are not recommended for survey control.
 AF9633
 AF9633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9633.See file dsdata.pdf to determine how the superseded data were derived.
 AF9633
 AF9633_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9633
 AF9633                          STATION DESCRIPTION
 AF9633
 AF9633'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AF9633'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AF9633'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AF9633'AND LOG FILES ACCESSIBLE AT:
 AF9633'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0552 ***********************************************************************
 HO0552  DESIGNATION -  RED CAP RESET
 HO0552  PID         -  HO0552
 HO0552  STATE/COUNTY-  UT/KANE
 HO0552  COUNTRY     -  US
 HO0552  USGS QUAD   -  PETRIFIED HOLLOW (2017)
 HO0552
 HO0552                         *CURRENT SURVEY CONTROL
 HO0552  ______________________________________________________________________
 HO0552* NAD 83(1994) POSITION- 37 03 38.24724(N) 112 13 23.64821(W)   ADJUSTED
 HO0552* NAVD 88 ORTHO HEIGHT -  1778.1   (meters)     5834.    (feet) VERTCON3
 HO0552  ______________________________________________________________________
 HO0552  GEOID HEIGHT    -        -22.118 (meters)                     GEOID18
 HO0552  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 HO0552  HORZ ORDER      -  SECOND
 HO0552
 HO0552.The horizontal coordinates were established by classical geodetic methods
 HO0552.and adjusted by the National Geodetic Survey in November 1997.
 HO0552
 HO0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0552
 HO0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0552.GEOID18 height accuracy estimate available here.
 HO0552
 HO0552.Click photographs - Photos may exist for this station.
 HO0552
 HO0552.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0552
 HO0552. The following values were computed from the NAD 83(1994) position.
 HO0552
 HO0552;                    North         East     Units Scale Factor Converg.
 HO0552;SPC UT S     - 3,043,971.774   435,673.419   MT  1.00003042   -0 26 35.2
 HO0552;SPC UT S     - 9,986,764.06  1,429,371.88   sFT  1.00003042   -0 26 35.2
 HO0552;UTM  12      - 4,102,297.353   391,245.493   MT  0.99974570   -0 44 14.2
 HO0552
 HO0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0552!SPC UT S     -   0.99972450  x   1.00003042  =   0.99975492
 HO0552!UTM  12      -   0.99972450  x   0.99974570  =   0.99947027
 HO0552
 HO0552:                Primary Azimuth Mark                     Grid Az
 HO0552:SPC UT S     -  LE FEVER                                 189 46 05.1
 HO0552:UTM  12      -  LE FEVER                                 190 03 44.1
 HO0552
 HO0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG9124502297(NAD 83)
 HO0552
 HO0552|---------------------------------------------------------------------|
 HO0552| PID    Reference Object                     Distance      Geod. Az  |
 HO0552|                                                           dddmmss.s |
 HO0552| GQ0286 LE FEVER                            APPROX.26.6 KM 1891929.9 |
 HO0552|---------------------------------------------------------------------|
 HO0552
 HO0552                          SUPERSEDED SURVEY CONTROL
 HO0552
 HO0552  NAD 83(1992)-  37 03 38.24711(N)    112 13 23.64838(W) AD(       ) 2
 HO0552  NAD 83(1986)-  37 03 38.24506(N)    112 13 23.65092(W) AD(       ) 2
 HO0552  NAD 27      -  37 03 38.29969(N)    112 13 20.96510(W) AD(       ) 2
 HO0552  NGVD 29 (07/19/86) 1777.1    (m)         5830.     (f) VERT ANG       
 HO0552
 HO0552.Superseded values are not recommended for survey control.
 HO0552
 HO0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0552.See file dsdata.pdf to determine how the superseded data were derived.
 HO0552
 HO0552_MARKER: DD = SURVEY DISK
 HO0552_SETTING: 80 = SET IN A BOULDER
 HO0552_STAMPING: 1954 RED CAP
 HO0552_MARK LOGO: USGS
 HO0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0552+STABILITY: SURFACE MOTION
 HO0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0552+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2021
 HO0552
 HO0552  HISTORY     - Date     Condition        Report By
 HO0552  HISTORY     - 1954     MONUMENTED       USGS
 HO0552  HISTORY     - 20211204 GOOD             PEAKBG
 HO0552
 HO0552                          STATION DESCRIPTION
 HO0552
 HO0552'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HO0552'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAY 89 AND UTAH STATE
 HO0552'HIGHWAY 136, DRIVE E. ON UTAH STATE HIGHWAY 136 FOR 8.0 MI. TO END OF
 HO0552'PAVED RD., TAKE RIGHT FORK AND CONTINUE FOR 7.8 MI. TO RD. FORKS, TAKE
 HO0552'LEFT FORK MARKED BY SIGN READING ---KING MANGANESE MINING CORP---,
 HO0552'CONTINUE ON MAIN TRAVELED RD. 2.8 MI. TO JUNCTION WITH A N-S. TRACK
 HO0552'RD. WITH A DEEP DRAIN ABOUT 150 FT. E. ALSO RUNNING N-S. TURN N. ON
 HO0552'TRACK RD. AND GO 1.3 MI. TO RD. JUNCTION, TAKE LEFT FORK NW. FOR 0.2
 HO0552'MI. TO RD. JUNCTION, TAKE LEFT FORK W. AND CONTINUE TO STATION.
 HO0552'
 HO0552'STATION MARK - STANDARD TABLET STAMPED ---RED CAP 1954--- CEMENTED IN
 HO0552'ORIGINAL DRILL HOLE USED AS STATION MARK IN 1933.
 HO0552'
 HO0552'REFERENCE MARK NO.1 - REFERENCE TABLET STAMPED ---NO.1 RED CAP 1933---
 HO0552'CEMENTED IN FLAT ROCK TOP OF BUTTE 14.87 FT. FROM STATION MARK,
 HO0552'N 54 DEG 47 MIN E.
 HO0552'
 HO0552'REFERENCE MARK NO.2 - REFERENCE TABLET STAMPED ---NO.2 RED CAP 1933---
 HO0552'CEMENTED IN FLAT ROCK TOP OF BUTTE 10.39 FT. FROM STATION,
 HO0552'S 71 DEG 09 MIN E.
 HO0552
 HO0552                          STATION RECOVERY (2021)
 HO0552
 HO0552'RECOVERY NOTE BY PEAK BAGGER 2021 (TWG)
 HO0552'TO REACH FROM KANAB UTAH, TAKE US-89 EAST AFTER PASSING THE JOHNSON
 HO0552'CANYON ROAD INTERSECTION CONTINUE FOR 9 MI (14.5 KM).  THEN TURN LEFT
 HO0552'OFF OF US-89 ONTO A SMALL DIRT ROAD AND PARK AT THE WILDLIFE
 HO0552'MANAGEMENT FENCE.  FROM HERE THE BUTTE UPON WHICH THE STATION IS
 HO0552'MONUMENTED IS VISIBLE.  HIKE TOWARD THE EAST END OF THE STATION.  GO
 HO0552'UP THE MINOR RIDGE ON THE EAST SIDE AND THEN FOLLOW THE CLIFF BAND
 HO0552'ALONG THE SOUTH SIDE FOR ABOUT 150 FT (45.7 M) TO A WEAKNESS.  GO UP
 HO0552'THE WEAKNESS AND THEN GO WEST TO THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0483 ***********************************************************************
 KO0483  DESIGNATION -  RED CHIEF CAIRN
 KO0483  PID         -  KO0483
 KO0483  STATE/COUNTY-  UT/JUAB
 KO0483  COUNTRY     -  US
 KO0483  USGS QUAD   -  IBAPAH PEAK (2017)
 KO0483
 KO0483                         *CURRENT SURVEY CONTROL
 KO0483  ______________________________________________________________________
 KO0483* NAD 83(1994) POSITION- 39 47 59.65442(N) 113 56 10.17705(W)   ADJUSTED
 KO0483  ______________________________________________________________________
 KO0483  GEOID HEIGHT    -        -18.758 (meters)                     GEOID18
 KO0483  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 KO0483  HORZ ORDER      -  THIRD
 KO0483
 KO0483.The horizontal coordinates were established by classical geodetic methods
 KO0483.and adjusted by the National Geodetic Survey in November 1997.
 KO0483
 KO0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0483.GEOID18 height accuracy estimate available here.
 KO0483
 KO0483.Click photographs - Photos may exist for this station.
 KO0483
 KO0483.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0483
 KO0483. The following values were computed from the NAD 83(1994) position.
 KO0483
 KO0483;                    North         East     Units Scale Factor Converg.
 KO0483;SPC UT C     - 2,165,657.229   291,407.793   MT  0.99989901   -1 33 38.0
 KO0483;SPC UT C     - 7,105,160.43    956,060.40   sFT  0.99989901   -1 33 38.0
 KO0483;UTM  12      - 4,409,673.867   248,620.137   MT  1.00037804   -1 52 49.6
 KO0483;UTM  11      - 4,410,040.641   762,313.016   MT  1.00044720   +1 57 44.3
 KO0483
 KO0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK4862009673(NAD 83)
 KO0483
 KO0483                          SUPERSEDED SURVEY CONTROL
 KO0483
 KO0483  NAD 83(1986)-  39 47 59.64434(N)    113 56 10.17954(W) AD(       ) 3
 KO0483  NAD 27      -  39 47 59.86800(N)    113 56 07.18900(W) AD(       ) 3
 KO0483  USCA        -  39 47 54.39000(N)    113 56 12.83000(W) AD(       ) 3
 KO0483  USSD        -  39 48 00.73900(N)    113 56 07.98900(W) AD(       ) 3
 KO0483
 KO0483.Superseded values are not recommended for survey control.
 KO0483
 KO0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0483.See file dsdata.pdf to determine how the superseded data were derived.
 KO0483
 KO0483_MARKER: 72 = CAIRN
 KO0483
 KO0483  HISTORY     - Date     Condition        Report By
 KO0483  HISTORY     - 1889     FIRST OBSERVED   CGS
 KO0483
 KO0483                          STATION DESCRIPTION
 KO0483
 KO0483'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0615 ***********************************************************************
 LN0615  DESIGNATION -  RED CR
 LN0615  PID         -  LN0615
 LN0615  STATE/COUNTY-  UT/DAGGETT
 LN0615  COUNTRY     -  US
 LN0615  USGS QUAD   -  GOSLIN MOUNTAIN (2017)
 LN0615
 LN0615                         *CURRENT SURVEY CONTROL
 LN0615  ______________________________________________________________________
 LN0615* NAD 83(1994) POSITION- 40 57 07.22584(N) 109 15 31.92266(W)   ADJUSTED
 LN0615* NAVD 88 ORTHO HEIGHT -  2362.3   (meters)     7750.    (feet) VERTCON3
 LN0615  ______________________________________________________________________
 LN0615  GEOID HEIGHT    -        -14.042 (meters)                     GEOID18
 LN0615  LAPLACE CORR    -        -10.33  (seconds)                    DEFLEC18
 LN0615  HORZ ORDER      -  THIRD
 LN0615
 LN0615.The horizontal coordinates were established by classical geodetic methods
 LN0615.and adjusted by the National Geodetic Survey in November 1997.
 LN0615
 LN0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0615
 LN0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0615.GEOID18 height accuracy estimate available here.
 LN0615
 LN0615.Click photographs - Photos may exist for this station.
 LN0615
 LN0615.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0615
 LN0615. The following values were computed from the NAD 83(1994) position.
 LN0615
 LN0615;                    North         East     Units Scale Factor Converg.
 LN0615;SPC UT N     - 1,071,136.173   688,668.301   MT  0.99997036   +1 28 39.7
 LN0615;SPC UT N     - 3,514,219.26  2,259,405.92   sFT  0.99997036   +1 28 39.7
 LN0615;UTM  12      - 4,534,889.031   646,541.304   MT  0.99986431   +1 08 29.0
 LN0615
 LN0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0615!SPC UT N     -   0.99963178  x   0.99997036  =   0.99960215
 LN0615!UTM  12      -   0.99963178  x   0.99986431  =   0.99949614
 LN0615
 LN0615:                Primary Azimuth Mark                     Grid Az
 LN0615:SPC UT N     -  CLAY BASIN                               036 11 32.4
 LN0615:UTM  12      -  CLAY BASIN                               036 31 43.1
 LN0615
 LN0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL4654134889(NAD 83)
 LN0615
 LN0615|---------------------------------------------------------------------|
 LN0615| PID    Reference Object                     Distance      Geod. Az  |
 LN0615|                                                           dddmmss.s |
 LN0615| MQ0482 CLAY BASIN                          APPROX. 7.0 KM 0374012.1 |
 LN0615|---------------------------------------------------------------------|
 LN0615
 LN0615                          SUPERSEDED SURVEY CONTROL
 LN0615
 LN0615  NAD 83(1993)-  40 57 07.22573(N)    109 15 31.92214(W) AD(       ) 3
 LN0615  NAD 83(1986)-  40 57 07.20768(N)    109 15 31.91397(W) AD(       ) 3
 LN0615  NAD 27      -  40 57 07.35354(N)    109 15 29.44339(W) AD(       ) 3
 LN0615  NGVD 29 (07/19/86) 2361.1    (m)         7746.     (f) VERT ANG       
 LN0615
 LN0615.Superseded values are not recommended for survey control.
 LN0615
 LN0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0615.See file dsdata.pdf to determine how the superseded data were derived.
 LN0615
 LN0615_MARKER: DD = SURVEY DISK
 LN0615_SETTING: 66 = SET IN ROCK OUTCROP
 LN0615_STAMPING: RED CR 1950
 LN0615_MARK LOGO: USGS
 LN0615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0615+STABILITY: POSITION/ELEVATION WELL
 LN0615
 LN0615  HISTORY     - Date     Condition        Report By
 LN0615  HISTORY     - 1950     MONUMENTED       USGS
 LN0615
 LN0615                          STATION DESCRIPTION
 LN0615
 LN0615'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LN0615'LOCATED ABOUT 4.0 MI. SW. OF CLAY BASIN MOUNTAIN FUEL CO. CAMP AND 5.0
 LN0615'MI. SE. OF RICHARDS BUTTE,  ON THE HIGHEST POINT OF A WHITE TOPPED
 LN0615'HILL OVERLOOKING RED CREEK.
 LN0615'
 LN0615'TO REACH FROM THE MOUNTAIN FUEL COMPANY CAMP IN CLAY BASIN, DRIVE ON
 LN0615'LINWOOD RD. WESTERLY FOR 5.6 MI. TO RD. FORKS, TURN LEFT AND FOLLOW
 LN0615'MAIN TRAVELED RD. 1.7 MI. TO RD. FORKS AT A CORRAL, TURN LEFT AND
 LN0615'FOLLOW RD. UP STEEP GRADE FOR 1.5 MI. TO TOP OF RIDGE, THEN CONTINUE
 LN0615'S. ALONG A DIM TRACK RD. ALONG TOP OF RIDGE FOR 3.7 MI. TO STATION.
 LN0615'
 LN0615'STATION MARK - STANDARD TABLET STAMPED ---RED CR 1950--- SET IN
 LN0615'BEDROCK.
 LN0615'
 LN0615'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET, STAMPED ---NO.1
 LN0615'1950--- SET IN BEDROCK, 10.65 FT. FROM STATION MARK,
 LN0615'S 16 DEG 47 MIN E.
 LN0615'
 LN0615'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.2
 LN0615'1950---, SET IN BEDROCK, 7.92 FT. FROM STATION MARK,
 LN0615'N 66 DEG 01 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0660 ***********************************************************************
 LN0660  DESIGNATION -  RED GORGE
 LN0660  PID         -  LN0660
 LN0660  STATE/COUNTY-  UT/DAGGETT
 LN0660  COUNTRY     -  US
 LN0660  USGS QUAD   -  FLAMING GORGE (2017)
 LN0660
 LN0660                         *CURRENT SURVEY CONTROL
 LN0660  ______________________________________________________________________
 LN0660* NAD 83(1994) POSITION- 40 53 06.93284(N) 109 34 29.76064(W)   ADJUSTED
 LN0660* NAVD 88 ORTHO HEIGHT -  2271.81  (+/-2cm)     7453.4   (feet) VERTCON3
 LN0660  ______________________________________________________________________
 LN0660  GEOID HEIGHT    -        -13.723 (meters)                     GEOID18
 LN0660  LAPLACE CORR    -          3.29  (seconds)                    DEFLEC18
 LN0660  HORZ ORDER      -  FIRST
 LN0660  VERT ORDER      -  THIRD ? (See Below)
 LN0660
 LN0660.The horizontal coordinates were established by classical geodetic methods
 LN0660.and adjusted by the National Geodetic Survey in November 1997.
 LN0660
 LN0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0660
 LN0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0660.GEOID18 height accuracy estimate available here.
 LN0660
 LN0660.The vertical order pertains to the NGVD 29 superseded value.
 LN0660
 LN0660.Click photographs - Photos may exist for this station.
 LN0660
 LN0660.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0660
 LN0660. The following values were computed from the NAD 83(1994) position.
 LN0660
 LN0660;                    North         East     Units Scale Factor Converg.
 LN0660;SPC UT N     - 1,063,087.804   662,229.386   MT  0.99997707   +1 16 09.5
 LN0660;SPC UT N     - 3,487,813.90  2,172,664.24   sFT  0.99997707   +1 16 09.5
 LN0660;SPC UT C     - 2,285,075.903   662,244.729   MT  1.00006705   +1 13 59.4
 LN0660;SPC UT C     - 7,496,953.19  2,172,714.58   sFT  1.00006705   +1 13 59.4
 LN0660;UTM  12      - 4,526,997.254   620,059.672   MT  0.99977741   +0 55 58.4
 LN0660
 LN0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0660!SPC UT N     -   0.99964592  x   0.99997707  =   0.99962299
 LN0660!SPC UT C     -   0.99964592  x   1.00006705  =   0.99971294
 LN0660!UTM  12      -   0.99964592  x   0.99977741  =   0.99942341
 LN0660
 LN0660:                Primary Azimuth Mark                     Grid Az
 LN0660:SPC UT N     -  RED GORGE AZ MK                          055 12 14.7
 LN0660:SPC UT C     -  RED GORGE AZ MK                          055 14 24.8
 LN0660:UTM  12      -  RED GORGE AZ MK                          055 32 25.8
 LN0660
 LN0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL2005926997(NAD 83)
 LN0660
 LN0660|---------------------------------------------------------------------|
 LN0660| PID    Reference Object                     Distance      Geod. Az  |
 LN0660|                                                           dddmmss.s |
 LN0660| CP6496 RED GORGE AZ MK                                    0562824.2 |
 LN0660| CP6497 RED GORGE RM 1                        5.695 METERS 06440     |
 LN0660| CP6498 RED GORGE RM 2                        8.910 METERS 17825     |
 LN0660|---------------------------------------------------------------------|
 LN0660
 LN0660                          SUPERSEDED SURVEY CONTROL
 LN0660
 LN0660  NAD 83(1993)-  40 53 06.93312(N)    109 34 29.76051(W) AD(       ) 1
 LN0660  NAD 83(1986)-  40 53 06.91376(N)    109 34 29.75042(W) AD(       ) 1
 LN0660  NAD 27      -  40 53 07.05900(N)    109 34 27.23100(W) AD(       ) 1
 LN0660  NGVD 29            2270.54   (m)         7449.3    (f) LEVELING    3  
 LN0660
 LN0660.Superseded values are not recommended for survey control.
 LN0660
 LN0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0660.See file dsdata.pdf to determine how the superseded data were derived.
 LN0660
 LN0660_MARKER: DS = TRIANGULATION STATION DISK
 LN0660_SETTING: 66 = SET IN ROCK OUTCROP
 LN0660_STAMPING: RED GORGE 1947
 LN0660_MARK LOGO: CGS
 LN0660_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0660+STABILITY: POSITION/ELEVATION WELL
 LN0660
 LN0660  HISTORY     - Date     Condition        Report By
 LN0660  HISTORY     - 1947     MONUMENTED       CGS
 LN0660  HISTORY     - 1961     GOOD             USGS
 LN0660  HISTORY     - 20060519 GOOD             GEOCAC
 LN0660
 LN0660                          STATION DESCRIPTION
 LN0660
 LN0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LN0660'THE STATION IS LOCATED ABOUT 11 MILES AIRLINE SOUTHEAST OF
 LN0660'MANILA AND 8.5 MILES AIRLINE SOUTH-SOUTHEAST OF LINWOOD ON
 LN0660'THE HIGH BLUFF OF THE SOUTH SIDE OF THE GREEN RIVER AT THE
 LN0660'RED CANYON GORGE.  THE STATION MARK IS A BRONZE DISK SET FLUSH,
 LN0660'6 FEET SOUTH OF THE BRIM OF BLUFF, 5 FEET NORTHWEST OF A LARGE
 LN0660'ROCK CAIRN AND IS STAMPED, RED GORGE 1947.
 LN0660'
 LN0660'REFERENCE MARK NO. 1 IS A BRONZE DISK SET FLUSH 3 FEET SOUTH
 LN0660'OF THE BRIM OF THE BLUFF.  IS 1 FOOT HIGHER THAN THE STATION
 LN0660'MARK AND IS STAMPED, RED GORGE NO 1 1947.
 LN0660'
 LN0660'REFERENCE MARK NO. 2 IS A BRONZE DISK SET FLUSH 27 FEET SOUTH
 LN0660'OF A ROCK CAIRN, IS 1 FOOT LOWER THAN THE STATION MARK AND IS
 LN0660'STAMPED, RED GORGE NO 2 1947.
 LN0660'
 LN0660'THE AZIMUTH MARK IS A BRONZE DISK SET ON TOP OF THE FIRST RIDGE
 LN0660'EAST OF THE STATION AND AT SLIGHTLY HIGHER ELEVATION.  IT IS
 LN0660'40 FEET SOUTH OF THE BRIM OF THE BLUFF, 24 FEET SOUTH OF A
 LN0660'TRIANGULAR BLAZED TREE.  IT PROJECTS 8 INCHES AND IS STAMPED,
 LN0660'RED GORGE 1947.
 LN0660'
 LN0660'TO REACH THE STATION FROM VERNAL.  GO NORTH ON STATE HIGHWAY
 LN0660'44, 42.5 MILES TO A ROAD RIGHT AT SIGN, RED GORGE 3, GREEN LAKES
 LN0660'RESORT 1.  TURN RIGHT, GO 0.95 MILE TO RESORT.  CONTINUE ON ROAD
 LN0660'TO LEFT 0.15 MILE TO A CATTLE GUARD AND ROAD TO LEFT.  CONTINUE
 LN0660'STRAIGHT AHEAD 2.8 MILES TO A TRIANGULAR BLAZED TREE ON RIGHT
 LN0660'AND A ROCK CAIRN ON LEFT.  TURN LEFT OFF ROAD, GO ACROSS
 LN0660'COUNTRY, SOUTHWEST, APPROXIMATELY 1.0 MILE TO A GROUP OF LARGE
 LN0660'ROCKS AND END OF TRUCK TRAVEL.  WALK WESTERLY TO EDGE OF
 LN0660'BLUFF AND STATION.  A 5 MINUTE PACK.
 LN0660
 LN0660                          STATION RECOVERY (1961)
 LN0660
 LN0660'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LN0660'ALL MARKS IN GOOD CONDITION.
 LN0660
 LN0660                          STATION RECOVERY (2006)
 LN0660
 LN0660'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LN0660'FOUND THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 LN0660'AZIMUTH MARK IN GOOD CONDITION.  THE STATION IS ABOUT FIVE FEET
 LN0660'NORTHEAST OF THE LARGE ROCK CAIRN, AND IS DIRECTLY UNDER A SMALL ROCK
 LN0660'CAIRN THAT SUPPORTS A TWO-INCH BY TWO-INCH WITNESS POST THAT PROJECTS
 LN0660'
 LN0660'ABOUT NINE FEET.  THE AZIMUTH MARK IS THREE FEET SOUTH OF A SMALL ROCK
 LN0660'CAIRN THAT SUPPORTS A TWO-INCH BY TWO-INCH WITNESS POST THAT PROJECTS
 LN0660'ABOUT NINE FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0489 ***********************************************************************
 JN0489  DESIGNATION -  RED HILLS
 JN0489  PID         -  JN0489
 JN0489  STATE/COUNTY-  UT/EMERY
 JN0489  COUNTRY     -  US
 JN0489  USGS QUAD   -  TOMSICH BUTTE (2017)
 JN0489
 JN0489                         *CURRENT SURVEY CONTROL
 JN0489  ______________________________________________________________________
 JN0489* NAD 83(1994) POSITION- 38 37 59.55256(N) 110 54 03.63080(W)   ADJUSTED
 JN0489* NAVD 88 ORTHO HEIGHT -  2001.3   (meters)     6566.    (feet) VERTCON3
 JN0489  ______________________________________________________________________
 JN0489  GEOID HEIGHT    -        -18.844 (meters)                     GEOID18
 JN0489  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 JN0489  HORZ ORDER      -  THIRD
 JN0489
 JN0489.The horizontal coordinates were established by classical geodetic methods
 JN0489.and adjusted by the National Geodetic Survey in November 1997.
 JN0489
 JN0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0489
 JN0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0489.GEOID18 height accuracy estimate available here.
 JN0489
 JN0489.Click photographs - Photos may exist for this station.
 JN0489
 JN0489.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0489
 JN0489. The following values were computed from the NAD 83(1994) position.
 JN0489
 JN0489;                    North         East     Units Scale Factor Converg.
 JN0489;SPC UT C     - 2,033,468.390   552,161.000   MT  1.00011666   +0 23 01.3
 JN0489;SPC UT C     - 6,671,470.88  1,811,548.21   sFT  1.00011666   +0 23 01.3
 JN0489;UTM  12      - 4,276,079.325   508,615.923   MT  0.99960091   +0 03 42.5
 JN0489
 JN0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0489!SPC UT C     -   0.99968904  x   1.00011666  =   0.99980566
 JN0489!UTM  12      -   0.99968904  x   0.99960091  =   0.99929007
 JN0489
 JN0489:                Primary Azimuth Mark                     Grid Az
 JN0489:SPC UT C     -  CHUTE                                    089 30 58.0
 JN0489:UTM  12      -  CHUTE                                    089 50 16.8
 JN0489
 JN0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH0861576079(NAD 83)
 JN0489
 JN0489|---------------------------------------------------------------------|
 JN0489| PID    Reference Object                     Distance      Geod. Az  |
 JN0489|                                                           dddmmss.s |
 JN0489| JN0486 CHUTE                               APPROX. 9.9 KM 0895359.3 |
 JN0489|---------------------------------------------------------------------|
 JN0489
 JN0489                          SUPERSEDED SURVEY CONTROL
 JN0489
 JN0489  NAD 83(1986)-  38 37 59.54397(N)    110 54 03.62576(W) AD(       ) 3
 JN0489  NAD 27      -  38 37 59.62467(N)    110 54 01.05079(W) AD(       ) 3
 JN0489  NGVD 29 (07/19/86) 2000.2    (m)         6562.     (f) VERT ANG       
 JN0489
 JN0489.Superseded values are not recommended for survey control.
 JN0489
 JN0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0489.See file dsdata.pdf to determine how the superseded data were derived.
 JN0489
 JN0489_MARKER: DD = SURVEY DISK
 JN0489_SETTING: 66 = SET IN ROCK OUTCROP
 JN0489_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0489+STABILITY: POSITION/ELEVATION WELL
 JN0489
 JN0489  HISTORY     - Date     Condition        Report By
 JN0489  HISTORY     - 1952     MONUMENTED       USGS
 JN0489
 JN0489                          STATION DESCRIPTION
 JN0489
 JN0489'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0489'LOCATED ABOUT 46.0 MI. SW. OF GREEN RIVER, 20.0 MI. NW. OF HANKSVILLE
 JN0489'AND 2.0 MI. W. OF BOULDER CANYON, NEAR S. END AND ON E. RIM OF LONG
 JN0489'WOODED RIDGE DIVIDING MUDDY RIVER AND BOULDER CANYON IN WHAT IS
 JN0489'LOCALLY KNOWN AS RED HILLS COUNTRY.
 JN0489'
 JN0489'STATION REACHED BY HELICOPTER.  ALTHOUGH THERE IS A RD. -PITTS MINE
 JN0489'RD.- WHICH PASSES ABOUT 0.3 MI. W. OF STATION AT POINT WHERE RD.
 JN0489'LEAVES RIDGE AND DROPS INTO  LOWER BROKEN COUNTRY TO S.
 JN0489'
 JN0489'STATION MARK - STANDARD TABLET STAMPED --- RED HILLS 1952--- SET IN
 JN0489'ROCK LEDGE.
 JN0489'
 JN0489'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED --- NO.1
 JN0489'1952--- CEMENTED IN ROCK OUTCROPPING, 28.45 FT. FROM STATION MARK,
 JN0489'S 01 DEG 59 MIN W.
 JN0489'
 JN0489'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.2
 JN0489'1952--- CEMENTED IN ROCK OUTCROPPING, 34.96 FT. FROM STATION MARK,
 JN0489'N 85 DEG 27 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0872 ***********************************************************************
 HN0872  DESIGNATION -  RED HOUSE 2
 HN0872  PID         -  HN0872
 HN0872  STATE/COUNTY-  UT/SAN JUAN
 HN0872  COUNTRY     -  US
 HN0872  USGS QUAD   -  RED HOUSE SPRING (2017)
 HN0872
 HN0872                         *CURRENT SURVEY CONTROL
 HN0872  ______________________________________________________________________
 HN0872* NAD 83(1994) POSITION- 37 27 44.58977(N) 110 13 34.20864(W)   ADJUSTED
 HN0872* NAVD 88 ORTHO HEIGHT -  2050.8   (meters)     6728.    (feet) VERTCON3
 HN0872  ______________________________________________________________________
 HN0872  GEOID HEIGHT    -        -20.954 (meters)                     GEOID18
 HN0872  LAPLACE CORR    -          2.54  (seconds)                    DEFLEC18
 HN0872  HORZ ORDER      -  SECOND
 HN0872
 HN0872.The horizontal coordinates were established by classical geodetic methods
 HN0872.and adjusted by the National Geodetic Survey in November 1997.
 HN0872
 HN0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0872
 HN0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0872.GEOID18 height accuracy estimate available here.
 HN0872
 HN0872.Click photographs - Photos may exist for this station.
 HN0872
 HN0872.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0872
 HN0872. The following values were computed from the NAD 83(1994) position.
 HN0872
 HN0872;                    North         East     Units Scale Factor Converg.
 HN0872;SPC UT S     - 3,089,078.848   612,688.335   MT  0.99996697   +0 46 49.7
 HN0872;SPC UT S     -10,134,752.85  2,010,128.31   sFT  0.99996697   +0 46 49.7
 HN0872;UTM  12      - 4,146,449.460   568,433.815   MT  0.99965769   +0 28 14.5
 HN0872
 HN0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0872!SPC UT S     -   0.99968157  x   0.99996697  =   0.99964855
 HN0872!UTM  12      -   0.99968157  x   0.99965769  =   0.99933937
 HN0872
 HN0872:                Primary Azimuth Mark                     Grid Az
 HN0872:SPC UT S     -  RED HOUSE AZ MK                          110 18 39.8
 HN0872:UTM  12      -  RED HOUSE AZ MK                          110 37 15.0
 HN0872
 HN0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG6843346449(NAD 83)
 HN0872
 HN0872|---------------------------------------------------------------------|
 HN0872| PID    Reference Object                     Distance      Geod. Az  |
 HN0872|                                                           dddmmss.s |
 HN0872| CM7013 RED HOUSE RM 1                       20.650 METERS 07117     |
 HN0872| CM7012 RED HOUSE AZ MK                                    1110529.5 |
 HN0872| CM7014 RED HOUSE RM 2                       24.948 METERS 16607     |
 HN0872| CM7015 RED HOUSE 2 RM 3                     16.731 METERS 31600     |
 HN0872|---------------------------------------------------------------------|
 HN0872
 HN0872                          SUPERSEDED SURVEY CONTROL
 HN0872
 HN0872  NAD 83(1986)-  37 27 44.58496(N)    110 13 34.20996(W) AD(       ) 2
 HN0872  NAD 27      -  37 27 44.59767(N)    110 13 31.74243(W) AD(       ) 2
 HN0872  NGVD 29 (07/19/86) 2049.8    (m)         6725.     (f) VERT ANG       
 HN0872
 HN0872.Superseded values are not recommended for survey control.
 HN0872
 HN0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0872.See file dsdata.pdf to determine how the superseded data were derived.
 HN0872
 HN0872_MARKER: DS = TRIANGULATION STATION DISK
 HN0872_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 HN0872+WITH SETTING: INTO GROUND
 HN0872_STAMPING: RED HOUSE 2 1963
 HN0872_MARK LOGO: CGS
 HN0872_MAGNETIC: I = MARKER IS A STEEL ROD
 HN0872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0872
 HN0872  HISTORY     - Date     Condition        Report By
 HN0872  HISTORY     - 1963     MONUMENTED       CGS
 HN0872
 HN0872                          STATION DESCRIPTION
 HN0872
 HN0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0872'THE STATION IS LOCATED ABOUT 42-1/2 MILES WEST SOUTHWEST OF
 HN0872'BLANDING, 27 MILES SOUTHEAST OF THE SMALL TOWN OF HITE ON THE
 HN0872'COLORADO RIVER, 13-1/2 MILES SOUTHWEST OF UTAH STATE HIGHWAY 95
 HN0872'AT THE NATURAL BRIDGES NATIONAL MONUMENT, 0.25 MILE EAST OF A
 HN0872'HIGH, PROMINENT CLIFF KNOWN AS RED HOUSE CLIFFS AND ON WHAT
 HN0872'APPEARS TO BE THE HIGHEST POINT OF A SANDY MESA COVERED WITH LOW
 HN0872'PINES AND SCRUB JUNIPER, IN APPROXIMATELY THE SAME POSITION AS
 HN0872'TRIANGULATION STATION RED HOUSE 1936.
 HN0872'
 HN0872'TO REACH THE STATION BY HELICOPTER FROM HITE FLY SOUTHEAST ON A
 HN0872'TRUE COURSE OF 153 DEGREES FOR ABOUT 27 MILES TO THE MESA AND
 HN0872'STATION.  TO REACH THE AZIMUTH MARK FROM THE STATION PACK
 HN0872'SOUTHEASTERLY FOR 0.5 MILE DOWN HILL AND ACROSS A WASH, THENCE
 HN0872'UP TO THE RIM ROCK AND THE MARK.
 HN0872'
 HN0872'THE STATION MARK IS A STANDARD DISK, STAMPED RED HOUSE 2 1963,
 HN0872'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE 3 FEET LONG THAT
 HN0872'IS SET IN CONCRETE AND PROJECTS 4 INCHES.  IT IS ON THE HIGHEST
 HN0872'POINT OF A LOW SAND HILL, 5.7 FEET SOUTHWEST OF A METAL WITNESS
 HN0872'POST AND SIGN.
 HN0872'
 HN0872'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RED HOUSE R.M. 1
 HN0872'1936, CEMENTED IN A DRILL HOLE IN A BOULDER 1 BY 2 FEET IN CROSS
 HN0872'SECTION AND 4 INCHES BELOW THE LEVEL OF THE GROUND.  IT IS ON THE
 HN0872'WEST SIDE OF A SAND POCKET, 64.2 FEET EAST OF THE WITNESS POST
 HN0872'AND 12 FEET LOWER THAN THE STATION.
 HN0872'
 HN0872'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RED HOUSE R.M. 2
 HN0872'1936, CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK 5 BY 5
 HN0872'FEET IN CROSS SECTION AND PROJECTING 5 INCHES.  IT IS AT THE
 HN0872'NORTH END OF A SMALL SAND POCKET AND 8 FEET LOWER THAN THE
 HN0872'STATION.
 HN0872'
 HN0872'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED RED HOUSE 2 NO 3
 HN0872'1963, WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE 3 FEET LONG
 HN0872'THAT IS SET IN CONCRETE AND PROJECTS 4 INCHES.  IT IS AT THE
 HN0872'NORTHEAST END OF A SAND POCKET, 56.3 FEET NORTHWEST OF THE WITNESS
 HN0872'POST AND 6 FEET LOWER THAN THE STATION.
 HN0872'
 HN0872'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED RED
 HN0872'HOUSE AZIMUTH 1936, CEMENTED IN A DRILL HOLE IN A BOULDER, THAT
 HN0872'SLOPES TO THE WEST, 10 BY 15 FEET IN CROSS SECTION AND
 HN0872'PROJECTING 2 FEET.  IT IS IN A GROUP OF BROKEN RIM ROCK 0.2 MILE
 HN0872'EAST OF A NORTH-SOUTH WASH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0481 ***********************************************************************
 JO0481  DESIGNATION -  RED RIDGE
 JO0481  PID         -  JO0481
 JO0481  STATE/COUNTY-  UT/MILLARD
 JO0481  COUNTRY     -  US
 JO0481  USGS QUAD   -  RED RIDGE (2017)
 JO0481
 JO0481                         *CURRENT SURVEY CONTROL
 JO0481  ______________________________________________________________________
 JO0481* NAD 83(1994) POSITION- 38 43 38.36796(N) 112 26 18.29108(W)   ADJUSTED
 JO0481* NAVD 88 ORTHO HEIGHT -  2521.2   (meters)     8272.    (feet) VERTCON3
 JO0481  ______________________________________________________________________
 JO0481  GEOID HEIGHT    -        -18.998 (meters)                     GEOID18
 JO0481  LAPLACE CORR    -         14.71  (seconds)                    DEFLEC18
 JO0481  HORZ ORDER      -  SECOND
 JO0481
 JO0481.The horizontal coordinates were established by classical geodetic methods
 JO0481.and adjusted by the National Geodetic Survey in November 1997.
 JO0481
 JO0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0481
 JO0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0481.GEOID18 height accuracy estimate available here.
 JO0481
 JO0481.Click photographs - Photos may exist for this station.
 JO0481
 JO0481.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0481
 JO0481. The following values were computed from the NAD 83(1994) position.
 JO0481
 JO0481;                    North         East     Units Scale Factor Converg.
 JO0481;SPC UT C     - 2,044,170.575   418,392.112   MT  1.00008395   -0 36 04.1
 JO0481;SPC UT C     - 6,706,582.96  1,372,674.79   sFT  1.00008395   -0 36 04.1
 JO0481;UTM  12      - 4,287,500.207   374,965.659   MT  0.99979252   -0 54 00.0
 JO0481
 JO0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0481!SPC UT C     -   0.99960755  x   1.00008395  =   0.99969147
 JO0481!UTM  12      -   0.99960755  x   0.99979252  =   0.99940015
 JO0481
 JO0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH7496587500(NAD 83)
 JO0481
 JO0481                          SUPERSEDED SURVEY CONTROL
 JO0481
 JO0481  NAD 83(1986)-  38 43 38.36177(N)    112 26 18.28458(W) AD(       ) 2
 JO0481  NAD 27      -  38 43 38.47400(N)    112 26 15.50300(W) AD(       ) 2
 JO0481  NGVD 29 (07/19/86) 2520.0    (m)         8268.     (f) VERT ANG       
 JO0481
 JO0481.Superseded values are not recommended for survey control.
 JO0481
 JO0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0481.See file dsdata.pdf to determine how the superseded data were derived.
 JO0481
 JO0481_MARKER: DS = TRIANGULATION STATION DISK
 JO0481_SETTING: 66 = SET IN ROCK OUTCROP
 JO0481_STAMPING: RED RIDGE 1947
 JO0481_MARK LOGO: CGS
 JO0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0481+STABILITY: POSITION/ELEVATION WELL
 JO0481
 JO0481  HISTORY     - Date     Condition        Report By
 JO0481  HISTORY     - 1947     MONUMENTED       CGS
 JO0481
 JO0481                          STATION DESCRIPTION
 JO0481
 JO0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 JO0481'LOCATED ABOUT 4 MILES SOUTH OF KANOSH ON HIGHEST POINT OF
 JO0481'RIDGE.  STATION MARK IS A BRONZE DISK SET FLUSH IN BEDROCK
 JO0481'OUTCROP AND STAMPED--RED RIDGE 1947.  STATION WAS LOCATED
 JO0481'BY INTERSECTION.
 JO0481'
 JO0481'TO REACH FROM THE POST OFFICE IN KANOSH, GO SOUTH ON U.S.
 JO0481'HIGHWAY 91 FOR 0.3 MILE TO A ROAD LEFT AND SIGNS--22 CLEAR
 JO0481'CREEK CANYON-PAVANT R.S.  HERE TURN LEFT AND GO 0.45 MILE
 JO0481'TO A T ROAD RIGHT.  TURN RIGHT ON CINDER ROAD AND GO 0.3 MILE
 JO0481'TO A WOOD GATE ON LEFT AND A LANE ON THE RIGHT AND STACKS AND
 JO0481'CATTLE PENS.  CONTINUE STRAIGHT AHEAD THROUGH LEFT GATE AND
 JO0481'GO 0.1 MILE TO A FORK LEFT.  CONTINUE STRAIGHT AHEAD ON RIGHT
 JO0481'FORK AND GO 0.1 MILE TO A WIRE GATE AND METAL CULVERT.  HERE
 JO0481'TURN LEFT THROUGH WIRE GATE AND GO 0.3 MILE TO A WOOD GATE.
 JO0481'GO THROUGH GATE AND GO 0.1 MILE TO A CORRAL AND STRAW
 JO0481'STACKS.  HERE ROAD IS DIM.  TURN RIGHT CROSSING A SMALL DITCH
 JO0481'AND ROAD BECOMES MORE TRAVELED AND GO 0.25 MILE TO A WIRE
 JO0481'FENCE.  TAKE FENCE DOWN AND GO 1.5 MILE TO A ANOTHER FENCE.
 JO0481'TAKE FENCE DOWN BY LIFTING THE POST ON YOUR LEFT OUT OF
 JO0481'THE GROUND.  CROSS FENCE AND FOLLOW THE MAIN TRAVELED
 JO0481'ROAD FOR 0.6 MILE TO AN OLD CAMP SITE.  FROM HERE BEAR
 JO0481'RIGHT FOLLOWING A DIM ROAD OR OLD TRAIL PART OF THE TIME
 JO0481'PICKING YOUR WAY FOR 0.4 MILE TO END OF TRUCK TRAVEL.  A
 JO0481'ROCK CAIRN WAS SET UP AT END OF TRUCK TRAVEL.  A FOUR WHEEL
 JO0481'DRIVE VEHICLE SHOULD BE USED.  FROM END OF TRUCK TRAVEL,
 JO0481'PACK UP STEEP SLOPE, THEN BEAR LEFT UP RIDGE KEEPING TO THE
 JO0481'RIGHT OF A HIGH RIDGE ON YOUR LEFT.  FOLLOW ALONG RIDGE TO
 JO0481'MAIN RIDGE.  BEAR RIGHT FOLLOWING THROUGH BRUSH AND ALONG SOME
 JO0481'COW TRAILS ON THE WAY TO THE HIGHEST PEAK ON THIS RIDGE
 JO0481'OF MOUNTAINS AND STATION SITE.  ABOUT A 2-HOUR PACK.
 JO0481'
 JO0481'HEIGHT OF LIGHT ABOVE STATION MARK 1.58 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0668 ***********************************************************************
 MR0668  DESIGNATION -  RED SPUR
 MR0668  PID         -  MR0668
 MR0668  STATE/COUNTY-  UT/CACHE
 MR0668  COUNTRY     -  US
 MR0668  USGS QUAD   -  RED SPUR MOUNTAIN (2017)
 MR0668
 MR0668                         *CURRENT SURVEY CONTROL
 MR0668  ______________________________________________________________________
 MR0668* NAD 83(1994) POSITION- 41 37 54.30740(N) 111 24 43.24735(W)   ADJUSTED
 MR0668* NAVD 88 ORTHO HEIGHT -  2705.    (meters)     8875.    (feet) SCALED
 MR0668  ______________________________________________________________________
 MR0668  GEOID HEIGHT    -        -14.775 (meters)                     GEOID18
 MR0668  LAPLACE CORR    -         -4.89  (seconds)                    DEFLEC18
 MR0668  HORZ ORDER      -  SECOND
 MR0668
 MR0668.The horizontal coordinates were established by classical geodetic methods
 MR0668.and adjusted by the National Geodetic Survey in November 1997.
 MR0668
 MR0668.The orthometric height was scaled from a topographic map.
 MR0668
 MR0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0668.GEOID18 height accuracy estimate available here.
 MR0668
 MR0668.Click photographs - Photos may exist for this station.
 MR0668
 MR0668.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0668
 MR0668. The following values were computed from the NAD 83(1994) position.
 MR0668
 MR0668;                    North         East     Units Scale Factor Converg.
 MR0668;SPC UT N     - 1,144,196.165   507,331.499   MT  0.99997891   +0 03 28.9
 MR0668;SPC UT N     - 3,753,916.92  1,664,470.09   sFT  0.99997891   +0 03 28.9
 MR0668;UTM  12      - 4,608,973.367   465,681.993   MT  0.99961449   -0 16 25.4
 MR0668
 MR0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0668!SPC UT N     -   0.99957815  x   0.99997891  =   0.99955707
 MR0668!UTM  12      -   0.99957815  x   0.99961449  =   0.99919280
 MR0668
 MR0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM6568108973(NAD 83)
 MR0668
 MR0668                          SUPERSEDED SURVEY CONTROL
 MR0668
 MR0668  NAD 83(1993)-  41 37 54.30704(N)    111 24 43.24740(W) AD(       ) 2
 MR0668  NAD 83(1986)-  41 37 54.29584(N)    111 24 43.23698(W) AD(       ) 2
 MR0668  NAD 27      -  41 37 54.51480(N)    111 24 40.49380(W) AD(       ) 2
 MR0668
 MR0668.Superseded values are not recommended for survey control.
 MR0668
 MR0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0668.See file dsdata.pdf to determine how the superseded data were derived.
 MR0668
 MR0668_MARKER: DD = SURVEY DISK
 MR0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0668+STABILITY: SURFACE MOTION
 MR0668
 MR0668  HISTORY     - Date     Condition        Report By
 MR0668  HISTORY     - 1962     MONUMENTED       USGS
 MR0668
 MR0668                          STATION DESCRIPTION
 MR0668
 MR0668'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (JCC)
 MR0668'THE STATION IS ON THE HIGHEST PART OF RED SPUR MOUNTAIN.  IT
 MR0668'IS ABOUT 14-1/2 MILES NORTHWEST OF WOODRUFF, 12 MILES WEST-SOUTHWEST
 MR0668'OF RANDOLPH AND NEAR THE CACHE-RICH COUNTY LINE.
 MR0668'
 MR0668'THE STATION IS A USGS BRONZE DISK, STAMPED RED SPUR, SET IN
 MR0668'THE TOP OF A 10 INCH SQUARE CONCRETE POST FLUSH WITH THE SURROUNDING
 MR0668'SURFACE.  IT IS 38 FEET EAST OF THE CENTERLINE OF A DIRT ROAD
 MR0668'AND 21 FEET WEST OF A WITNESS POST.
 MR0668'
 MR0668'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION RED SPUR,
 MR0668'THE DISTANCE BEING 23.96 FEET OR 7.302 METERS EAST-NORTHEAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0669 ***********************************************************************
 MR0669  DESIGNATION -  RED SPUR
 MR0669  PID         -  MR0669
 MR0669  STATE/COUNTY-  UT/CACHE
 MR0669  COUNTRY     -  US
 MR0669  USGS QUAD   -  RED SPUR MOUNTAIN (2017)
 MR0669
 MR0669                         *CURRENT SURVEY CONTROL
 MR0669  ______________________________________________________________________
 MR0669* NAD 83(1994) POSITION- 41 37 54.33653(N) 111 24 42.93428(W)   ADJUSTED
 MR0669* NAVD 88 ORTHO HEIGHT -  2705.5   (meters)     8876.    (feet) VERTCON3
 MR0669  ______________________________________________________________________
 MR0669  GEOID HEIGHT    -        -14.776 (meters)                     GEOID18
 MR0669  LAPLACE CORR    -         -4.94  (seconds)                    DEFLEC18
 MR0669  HORZ ORDER      -  SECOND
 MR0669
 MR0669.The horizontal coordinates were established by classical geodetic methods
 MR0669.and adjusted by the National Geodetic Survey in November 1997.
 MR0669
 MR0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0669
 MR0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0669.GEOID18 height accuracy estimate available here.
 MR0669
 MR0669.Click photographs - Photos may exist for this station.
 MR0669
 MR0669.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0669
 MR0669. The following values were computed from the NAD 83(1994) position.
 MR0669
 MR0669;                    North         East     Units Scale Factor Converg.
 MR0669;SPC UT N     - 1,144,197.071   507,338.745   MT  0.99997891   +0 03 29.1
 MR0669;SPC UT N     - 3,753,919.89  1,664,493.87   sFT  0.99997891   +0 03 29.1
 MR0669;UTM  12      - 4,608,974.230   465,689.241   MT  0.99961449   -0 16 25.2
 MR0669
 MR0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0669!SPC UT N     -   0.99957814  x   0.99997891  =   0.99955705
 MR0669!UTM  12      -   0.99957814  x   0.99961449  =   0.99919279
 MR0669
 MR0669:                Primary Azimuth Mark                     Grid Az
 MR0669:SPC UT N     -  RED SPUR AZ MK                           178 16 18.8
 MR0669:UTM  12      -  RED SPUR AZ MK                           178 36 13.1
 MR0669
 MR0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM6568908974(NAD 83)
 MR0669
 MR0669|---------------------------------------------------------------------|
 MR0669| PID    Reference Object                     Distance      Geod. Az  |
 MR0669|                                                           dddmmss.s |
 MR0669| CM5843 RED SPUR AZ MK                                     1781947.9 |
 MR0669| MR0668 RED SPUR                              7.302 METERS 26256     |
 MR0669| CM5844 RED SPUR RM 1                        10.042 METERS 34930     |
 MR0669|---------------------------------------------------------------------|
 MR0669
 MR0669                          SUPERSEDED SURVEY CONTROL
 MR0669
 MR0669  NAD 83(1993)-  41 37 54.33617(N)    111 24 42.93433(W) AD(       ) 2
 MR0669  NAD 83(1986)-  41 37 54.32496(N)    111 24 42.92391(W) AD(       ) 2
 MR0669  NAD 27      -  41 37 54.54390(N)    111 24 40.18080(W) AD(       ) 2
 MR0669  NGVD 29 (08/09/96) 2704.1    (m)         8872.     (f) VERT ANG       
 MR0669  NGVD 29 (07/19/86) 2704.0    (m)         8871.     (f) VERT ANG       
 MR0669
 MR0669.Superseded values are not recommended for survey control.
 MR0669
 MR0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0669.See file dsdata.pdf to determine how the superseded data were derived.
 MR0669
 MR0669_MARKER: DS = TRIANGULATION STATION DISK
 MR0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0669
 MR0669  HISTORY     - Date     Condition        Report By
 MR0669  HISTORY     - 1962     MONUMENTED       CGS
 MR0669  HISTORY     - 1969     GOOD             USGS
 MR0669
 MR0669                          STATION DESCRIPTION
 MR0669
 MR0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0669'THE STATION IS ON THE HIGHEST PART OF RED SPUR MOUNTAIN.  IT IS
 MR0669'ABOUT 14-1/2 MILES NORTHWEST OF WOODRUFF, 12 MILES WEST-SOUTHWEST
 MR0669'OF RANDOLPH AND NEAR THE CACHE-RICH COUNTY LINE.
 MR0669'
 MR0669'TO REACH THE STATION FROM THE POST OFFICE IN RANDOLPH, GO NORTH
 MR0669'ON STATE HIGHWAY 3 FOR 0.1 MILE.  TURN LEFT, ALONG THE NORTH SIDE
 MR0669'OF THE RANDOLPH SCHOOL AND GO WEST ON A GRAVELED ROAD FOR
 MR0669'2.2 MILES TO A FORK AND A SIGN OLD CANYON, CURTIS CR. R.S. 16.
 MR0669'TAKE THE LEFT FORK AS PER SIGN AND FOLLOW THE MAIN ROAD FOR 2.7
 MR0669'MILES TO SOME SMALL CORRALS ON THE RIGHT.  CONTINUE AHEAD ON
 MR0669'THE MAIN ROAD FOR 6.6 MILES TO THE LEO RESERVOIR AND CAMP
 MR0669'GROUNDS ON THE LEFT.  CONTINUE AHEAD, UP HILL ON WINDING ROAD
 MR0669'FOR 3.35 MILES TO A FORK AND A SIGN SPENCER BASIN TRAIL.
 MR0669'TAKE THE RIGHT FORK FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 MR0669'RIGHT.  CONTINUE AHEAD ON MAIN ROAD FOR 0.4 MILE TO THE TOP
 MR0669'OF THE HILL AND THE STATION.
 MR0669'
 MR0669'STATION MARK IS A STANDARD DISK, STAMPED RED SPUR 1962, SET IN
 MR0669'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.
 MR0669'IT IS 62 FEET EAST OF THE CENTERLINE OF A DIRT ROAD AND 3.6 FEET
 MR0669'NORTHEAST OF A WITNESS POST.
 MR0669'
 MR0669'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RED SPUR NO 1
 MR0669'1962, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0669'1 INCH.  IT IS 64 FEET EAST OF THE CENTERLINE OF THE ROAD AND 35
 MR0669'FEET SOUTH OF THE WITNESS POST.  IT IS ABOUT THE SAME ELEVATION
 MR0669'AS THE STATION.
 MR0669'
 MR0669'RED SPUR (USGS) IS A U.S. GEOLOGICAL SURVEY BRONZE DISK, STAMPED
 MR0669'RED SPUR, SET IN TOP OF A 10 INCH SQUARE CONCRETE POST FLUSH
 MR0669'WITH THE GROUND.  IT IS 38 FEET EAST OF THE CENTERLINE OF THE
 MR0669'ROAD AND 21 FEET WEST OF THE WITNESS POST.  IT IS ABOUT THE SAME
 MR0669'ELEVATION AS THE STATION.
 MR0669'
 MR0669'AZIMUTH MARK IS A STANDARD DISK, STAMPED RED SPUR 1962, CEMENTED
 MR0669'IN A DRILL HOLE IN A 3 X 4 FOOT BOULDER PROJECTING 2 FEET.  IT IS
 MR0669'152 FEET EAST OF THE CENTERLINE OF A DIRT ROAD AND 3.5 FEET
 MR0669'SOUTHEAST OF A WITNESS POST.
 MR0669
 MR0669                          STATION RECOVERY (1969)
 MR0669
 MR0669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MR0669'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 41111-1,
 MR0669'STATION 1006.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0839 ***********************************************************************
 HN0839  DESIGNATION -  RED=ET U 156
 HN0839  PID         -  HN0839
 HN0839  STATE/COUNTY-  UT/SAN JUAN
 HN0839  COUNTRY     -  US
 HN0839  USGS QUAD   -  GOOD HOPE BAY (2017)
 HN0839
 HN0839                         *CURRENT SURVEY CONTROL
 HN0839  ______________________________________________________________________
 HN0839* NAD 83(1994) POSITION- 37 39 40.09574(N) 110 25 31.07867(W)   ADJUSTED
 HN0839* NAVD 88 ORTHO HEIGHT -  1735.5   (meters)     5694.    (feet) VERTCON3
 HN0839  ______________________________________________________________________
 HN0839  GEOID HEIGHT    -        -21.429 (meters)                     GEOID18
 HN0839  LAPLACE CORR    -          6.63  (seconds)                    DEFLEC18
 HN0839  HORZ ORDER      -  SECOND
 HN0839
 HN0839.The horizontal coordinates were established by classical geodetic methods
 HN0839.and adjusted by the National Geodetic Survey in November 1997.
 HN0839
 HN0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0839
 HN0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0839.GEOID18 height accuracy estimate available here.
 HN0839
 HN0839.Click photographs - Photos may exist for this station.
 HN0839
 HN0839.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0839
 HN0839. The following values were computed from the NAD 83(1994) position.
 HN0839
 HN0839;                    North         East     Units Scale Factor Converg.
 HN0839;SPC UT S     - 3,110,914.380   594,819.780   MT  0.99995359   +0 39 30.4
 HN0839;SPC UT S     -10,206,391.60  1,951,504.56   sFT  0.99995359   +0 39 30.4
 HN0839;UTM  12      - 4,168,373.954   550,688.665   MT  0.99963165   +0 21 04.1
 HN0839
 HN0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0839!SPC UT S     -   0.99973110  x   0.99995359  =   0.99968470
 HN0839!UTM  12      -   0.99973110  x   0.99963165  =   0.99936285
 HN0839
 HN0839:                Primary Azimuth Mark                     Grid Az
 HN0839:SPC UT S     -  RED AZ MK                                205 14 24.9
 HN0839:UTM  12      -  RED AZ MK                                205 32 51.2
 HN0839
 HN0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG5068868373(NAD 83)
 HN0839
 HN0839|---------------------------------------------------------------------|
 HN0839| PID    Reference Object                     Distance      Geod. Az  |
 HN0839|                                                           dddmmss.s |
 HN0839| CM7018 RED AZ MK                                          2055355.3 |
 HN0839| CM7019 RED RM 1                              4.170 METERS 23146     |
 HN0839| CM7020 RED RM 2                              3.209 METERS 32150     |
 HN0839|---------------------------------------------------------------------|
 HN0839
 HN0839                          SUPERSEDED SURVEY CONTROL
 HN0839
 HN0839  NAD 83(1986)-  37 39 40.09031(N)    110 25 31.07884(W) AD(       ) 2
 HN0839  NAD 27      -  37 39 40.12284(N)    110 25 28.58019(W) AD(       ) 2
 HN0839  NGVD 29 (07/19/86) 1734.5    (m)         5691.     (f) VERT ANG       
 HN0839
 HN0839.Superseded values are not recommended for survey control.
 HN0839
 HN0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0839.See file dsdata.pdf to determine how the superseded data were derived.
 HN0839
 HN0839_MARKER: DB = BENCH MARK DISK
 HN0839_SETTING: 66 = SET IN ROCK OUTCROP
 HN0839_STAMPING: RED 1952 ET U 156
 HN0839_MARK LOGO: USGS
 HN0839_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0839+STABILITY: POSITION/ELEVATION WELL
 HN0839
 HN0839  HISTORY     - Date     Condition        Report By
 HN0839  HISTORY     - 1952     MONUMENTED       USGS
 HN0839  HISTORY     - 1963     GOOD             USGS
 HN0839  HISTORY     - 1963     GOOD             CGS
 HN0839
 HN0839                          STATION DESCRIPTION
 HN0839
 HN0839'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (LGB)
 HN0839'THE STATION IS LOCATED ABOUT 51 MILES WEST OF BLANDING, 10
 HN0839'MILES SOUTH OF THE SMALL TOWN OF HITE, 4 MILES EAST OF THE
 HN0839'COLORADO RIVER, 1-1/4 MILES SOUTHWEST OF RED CANYON ON A HIGH,
 HN0839'ROUGH, ROCKY HILL THAT IS THE HIGHEST POINT IN THE VICINITY
 HN0839'AND IS EASILY DISTINGUISHED BY A ROCK PILLAR ON THE EAST
 HN0839'SLOPE.
 HN0839'
 HN0839'TO REACH THE STATION BY HELICOPTER FROM HITE FLY SOUTH ON A
 HN0839'TRUE COURSE OF 174 DEGREES FOR ABOUT 10 MILES TO THE ROCKY
 HN0839'HILL AND THE STATION.  TO REACH THE AZIMUTH MARK FROM THE
 HN0839'STATION PACK SOUTHERLY THEN SOUTHWEST FOR 0.4 MILE, PICKING
 HN0839'A ROUTE OVER THE BARE ROCK AND SAND POCKETS TO THE TWO KNOBS
 HN0839'ON THE SOUTHERN MOST POINT OF THE HILL AND THE MARK.
 HN0839'
 HN0839'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 HN0839'RED U 156 1952, CEMENTED IN A DRILL HOLE IN BEDROCK 1-INCH
 HN0839'BELOW THE GROUND SURFACE.  IT IS ON THE EAST END OF A SMALL
 HN0839'FLAT BENCH THAT IS JUST A LITTLE HIGHER THAN A MORE ROUNDED
 HN0839'BENCH ON THE NORTHEAST END OF THE HILL, 12.2 FEET EAST OF A
 HN0839'7 FOOT CAIRN AND 5.0 FEET WEST OF THE EAST END OF THE BENCH.
 HN0839'
 HN0839'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 HN0839'DISK, STAMPED NO 1 1952, CEMENTED IN A DRILL HOLE IN BEDROCK
 HN0839'FLUSH WITH THE GROUND.  IT IS 16.8 FEET SOUTH OF THE CAIRN.
 HN0839'
 HN0839'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 HN0839'DISK, STAMPED NO 2 1952, CEMENTED IN A DRILL HOLE IN BEDROCK
 HN0839'FLUSH WITH THE GROUND.  IT IS 3.0 FEET NORTHEAST OF THE CAIRN
 HN0839'AND 0.6 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE BENCH.
 HN0839'
 HN0839'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED RED USGS 1963,
 HN0839'CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK 10 BY 20
 HN0839'FEET IN CROSS SECTION AND PROJECTING 8 FEET ABOVE THE SURROUNDING
 HN0839'BEDROCK AND SAND POCKETS.  IT IS ON THE NORTH ONE OF TWO SMALL
 HN0839'KNOBS ON THE SOUTHERN MOST POINT OF THE HILL, 2.9 FEET WEST
 HN0839'OF THE EAST EDGE OF THE KNOB AND 2.4 FEET EAST OF A SMALL CAIRN.
 HN0839
 HN0839                          STATION RECOVERY (1963)
 HN0839
 HN0839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0839'RECOVERED IN GOOD CONDITION.
 HN0839'
 HN0839'STATION MARK--STANDARD TABLET, STAMPED ---RED 1952---, CEMENTED IN
 HN0839'SANDSTONE OUTCROP, AND ADDITIONALLY STAMPED ---ET U 156--- IN 1959.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0412 ***********************************************************************
 KN0412  DESIGNATION -  REDMOND
 KN0412  PID         -  KN0412
 KN0412  STATE/COUNTY-  UT/SEVIER
 KN0412  COUNTRY     -  US
 KN0412  USGS QUAD   -  REDMOND (2017)
 KN0412
 KN0412                         *CURRENT SURVEY CONTROL
 KN0412  ______________________________________________________________________
 KN0412* NAD 83(1994) POSITION- 39 00 59.42370(N) 111 48 47.58994(W)   ADJUSTED
 KN0412* NAVD 88 ORTHO HEIGHT -  1779.    (meters)     5837.    (feet) SCALED
 KN0412  ______________________________________________________________________
 KN0412  GEOID HEIGHT    -        -18.490 (meters)                     GEOID18
 KN0412  LAPLACE CORR    -         10.63  (seconds)                    DEFLEC18
 KN0412  HORZ ORDER      -  SECOND
 KN0412
 KN0412.The horizontal coordinates were established by classical geodetic methods
 KN0412.and adjusted by the National Geodetic Survey in November 1997.
 KN0412
 KN0412.The orthometric height was scaled from a topographic map.
 KN0412
 KN0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0412.GEOID18 height accuracy estimate available here.
 KN0412
 KN0412.Click photographs - Photos may exist for this station.
 KN0412
 KN0412.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0412
 KN0412. The following values were computed from the NAD 83(1994) position.
 KN0412
 KN0412;                    North         East     Units Scale Factor Converg.
 KN0412;SPC UT C     - 2,075,894.237   472,873.287   MT  1.00000004   -0 12 02.3
 KN0412;SPC UT C     - 6,810,663.01  1,551,418.44   sFT  1.00000004   -0 12 02.3
 KN0412;UTM  12      - 4,318,922.885   429,597.772   MT  0.99966103   -0 30 43.1
 KN0412
 KN0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0412!SPC UT C     -   0.99972383  x   1.00000004  =   0.99972387
 KN0412!UTM  12      -   0.99972383  x   0.99966103  =   0.99938495
 KN0412
 KN0412:                Primary Azimuth Mark                     Grid Az
 KN0412:SPC UT C     -  F 37                                     242 32 14.5
 KN0412:UTM  12      -  F 37                                     242 50 55.3
 KN0412
 KN0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ2959718922(NAD 83)
 KN0412
 KN0412|---------------------------------------------------------------------|
 KN0412| PID    Reference Object                     Distance      Geod. Az  |
 KN0412|                                                           dddmmss.s |
 KN0412| CM5845 REDMOND RM 1                          5.111 METERS 01812     |
 KN0412| CM5846 REDMOND RM 2                          7.490 METERS 09223     |
 KN0412| KN0275 F 37                                               2422012.2 |
 KN0412| KN0413 CENTERFIELD GUNNISON SUG E STK      APPROX.10.7 KM 3574335.2 |
 KN0412|---------------------------------------------------------------------|
 KN0412
 KN0412                          SUPERSEDED SURVEY CONTROL
 KN0412
 KN0412  NAD 83(1986)-  39 00 59.41403(N)    111 48 47.58359(W) AD(       ) 2
 KN0412  NAD 27      -  39 00 59.55600(N)    111 48 44.85700(W) AD(       ) 2
 KN0412
 KN0412.Superseded values are not recommended for survey control.
 KN0412
 KN0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0412.See file dsdata.pdf to determine how the superseded data were derived.
 KN0412
 KN0412_MARKER: DS = TRIANGULATION STATION DISK
 KN0412_SETTING: 66 = SET IN ROCK OUTCROP
 KN0412
 KN0412  HISTORY     - Date     Condition        Report By
 KN0412  HISTORY     - 1938     MONUMENTED       CGS
 KN0412
 KN0412                          STATION DESCRIPTION
 KN0412
 KN0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0412'LOCATED ABOUT 3 MILES AIRLINE ESE OF REDMOND AND 4.5 MILES
 KN0412'NE OF SALINA, ON HIGHEST POINT OF FIRST RIDGE E OF REDMOND.
 KN0412'RIDGE IS TREELESS, ROCKY, AND VERY STEEP ON E AND W SIDES.
 KN0412'
 KN0412'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 KN0412'BEDROCK.
 KN0412'
 KN0412'REACHED FROM GUNNISON BY GOING S ON U.S. HIGHWAY 89 10.5 MILES
 KN0412'TO REDMOND.  HERE TURN L ON A DIRT ROAD IN N END OF REDMOND
 KN0412'AT A LARGE SIGN ON R (ROCK SALT, SHEEP SALT, GREAT WESTERN SALT
 KN0412'CO.) AND GO E 1.3 MILES TO WHERE ROAD CROSSES TRACKS OF DENVER,
 KN0412'RIO GRANDE, AND WESTERN RR AT A SALT MILL ON R.  AZIMUTH IS
 KN0412'LOCATED AT THIS PLACE AND IS U.S.C. AND G.S. BENCH MARK F-37,
 KN0412'A STANDARD DISK BENCH MARK SET IN A ONE-FOOT SQUARE CONCRETE
 KN0412'POST, AND LOCATED 21.82 FT. E OF EASTERNMOST RAIL OF RR
 KN0412'TRACKS, 49.7 FT. N OF CENTER LINE OF ABOVE-MENTIONED DIRT
 KN0412'ROAD, 39.25 FT.  N OF A RR CROSSING SIGN E OF TRACKS.  TO REACH
 KN0412'STATION FROM HERE, CONTINUE E ON DIRT ROAD 1.5 MILES TO A
 KN0412'SIDE TRACK ROAD L.  TURN L HERE AND FOLLOW TRACK ROAD W UP
 KN0412'HILLSIDE 0.4 MILE TO A RED SHEET-METAL BUILDING AND END OF
 KN0412'TRUCK TRAVEL.  FROM HERE CLIMB UP STEEP HILLSIDE
 KN0412'NORTHWESTERLY 0.3 MILE TO HIGHEST POINT AND STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0502 ***********************************************************************
 LP0502  DESIGNATION -  REED
 LP0502  PID         -  LP0502
 LP0502  STATE/COUNTY-  UT/TOOELE
 LP0502  COUNTRY     -  US
 LP0502  USGS QUAD   -  GRAYBACK HILLS (2017)
 LP0502
 LP0502                         *CURRENT SURVEY CONTROL
 LP0502  ______________________________________________________________________
 LP0502* NAD 83(1994) POSITION- 40 48 10.79350(N) 113 09 24.20587(W)   ADJUSTED
 LP0502* NAVD 88 ORTHO HEIGHT -  1418.    (meters)     4652.    (feet) SCALED
 LP0502  ______________________________________________________________________
 LP0502  GEOID HEIGHT    -        -17.646 (meters)                     GEOID18
 LP0502  LAPLACE CORR    -          1.32  (seconds)                    DEFLEC18
 LP0502  HORZ ORDER      -  FIRST
 LP0502
 LP0502.The horizontal coordinates were established by classical geodetic methods
 LP0502.and adjusted by the National Geodetic Survey in November 1997.
 LP0502
 LP0502.The orthometric height was scaled from a topographic map.
 LP0502
 LP0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0502.GEOID18 height accuracy estimate available here.
 LP0502
 LP0502.Click photographs - Photos may exist for this station.
 LP0502
 LP0502.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0502
 LP0502. The following values were computed from the NAD 83(1994) position.
 LP0502
 LP0502;                    North         East     Units Scale Factor Converg.
 LP0502;SPC UT C     - 2,275,488.991   360,199.204   MT  1.00004167   -1 03 40.5
 LP0502;SPC UT C     - 7,465,500.13  1,181,753.56   sFT  1.00004167   -1 03 40.5
 LP0502;UTM  12      - 4,519,126.440   318,070.878   MT  1.00000740   -1 24 35.0
 LP0502
 LP0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0502!SPC UT C     -   0.99978039  x   1.00004167  =   0.99982205
 LP0502!UTM  12      -   0.99978039  x   1.00000740  =   0.99978779
 LP0502
 LP0502:                Primary Azimuth Mark                     Grid Az
 LP0502:SPC UT C     -  REED AZ MK                               043 11 24.1
 LP0502:UTM  12      -  REED AZ MK                               043 32 18.6
 LP0502
 LP0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL1807019126(NAD 83)
 LP0502
 LP0502|---------------------------------------------------------------------|
 LP0502| PID    Reference Object                     Distance      Geod. Az  |
 LP0502|                                                           dddmmss.s |
 LP0502| CM5848 REED RM 1                            15.663 METERS 02915     |
 LP0502| CM5847 REED AZ MK                                         0420743.6 |
 LP0502| CM5849 REED RM 2                            15.026 METERS 10956     |
 LP0502|---------------------------------------------------------------------|
 LP0502
 LP0502                          SUPERSEDED SURVEY CONTROL
 LP0502
 LP0502  NAD 83(1986)-  40 48 10.78294(N)    113 09 24.19686(W) AD(       ) 1
 LP0502  NAD 27      -  40 48 11.02134(N)    113 09 21.25539(W) AD(       ) 1
 LP0502
 LP0502.Superseded values are not recommended for survey control.
 LP0502
 LP0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0502.See file dsdata.pdf to determine how the superseded data were derived.
 LP0502
 LP0502_MARKER: DS = TRIANGULATION STATION DISK
 LP0502_SETTING: 66 = SET IN ROCK OUTCROP
 LP0502_STAMPING: REED 1940
 LP0502_MARK LOGO: CGS
 LP0502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0502+STABILITY: POSITION/ELEVATION WELL
 LP0502
 LP0502  HISTORY     - Date     Condition        Report By
 LP0502  HISTORY     - 1940     MONUMENTED       CGS
 LP0502
 LP0502                          STATION DESCRIPTION
 LP0502
 LP0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LP0502'STATION IS ABOUT 14 MILES, AIRLINE, NE OF KNOLLS, 10-1/2 MILES N OF
 LP0502'THE WESTERN PACIFIC SECTION HOUSE BUILDINGS AT CLIVE, ON A FLAT-TOPPED
 LP0502'HILL, THE SUMMIT OF WHICH IS COVERED WITH DARK MALPAIS BOULDERS.
 LP0502'
 LP0502'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN BARE VOLCANIC
 LP0502'BOULDERS ON HIGHEST POINT OF HILL.  A 4- BY 4-INCH WHITE POST IS
 LP0502'WEDGED IN CAIRN ABOUT 4 FEET NE BY N OF REFERENCE MARK NO. 1.  THIS
 LP0502'POST IS ON LINE TO GRASS.
 LP0502'
 LP0502'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN OUTCROP OF LEDGE ROCK.
 LP0502'
 LP0502'TO REACH FROM CLIVE SERVICE STATION, WHICH IS ON SUMMIT OF PASS ABOUT
 LP0502'7-1/2 MILES E OF KNOLLS, GO E ON U.S. HIGHWAY 40, 3.5 MILES TO TRACK
 LP0502'ROAD LEADING NW (THIS ROAD IS 1.65 MILES W OF DONNER-REED PARTY
 LP0502'MONUMENT).  GO NW ON TRACK ROAD ACROSS FLAT VALLEY, PARALLEL TO THE
 LP0502'LOW RANGE OF HILLS ON THE LEFT, FOR 6.0 MILES.  TURN LEFT, W, ACROSS
 LP0502'FLAT 0.55 MILE TO A POINT OF THE HILL, THE FIRST POINT W OF THE ROAD.
 LP0502'TURN LEFT UP THIS POINT AND FOLLOW THE CREST OF THE RIDGE ABOUT 0.7
 LP0502'MILE, SW AND W, TO A ROCKY CREST AND 3-FOOT CAIRN.  (AZIMUTH MARK IS
 LP0502'11 FEET W OF CAIRN), CONTINUE ALONG CREST OF RIDGE ABOUT 1.1 MILES TO
 LP0502'HIGHEST POINT AND STATION.
 LP0502'
 LP0502'A 4-FOOT STAND WAS USED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0489 ***********************************************************************
 KN0489  DESIGNATION -  REEF
 KN0489  PID         -  KN0489
 KN0489  STATE/COUNTY-  UT/EMERY
 KN0489  COUNTRY     -  US
 KN0489  USGS QUAD   -  CHIMNEY ROCK (2017)
 KN0489
 KN0489                         *CURRENT SURVEY CONTROL
 KN0489  ______________________________________________________________________
 KN0489* NAD 83(1994) POSITION- 39 10 16.90056(N) 110 37 08.42518(W)   ADJUSTED
 KN0489* NAVD 88 ORTHO HEIGHT -  2337.2   (meters)     7668.    (feet) VERTCON3
 KN0489  ______________________________________________________________________
 KN0489  GEOID HEIGHT    -        -18.336 (meters)                     GEOID18
 KN0489  LAPLACE CORR    -         -8.48  (seconds)                    DEFLEC18
 KN0489  HORZ ORDER      -  SECOND
 KN0489
 KN0489.The horizontal coordinates were established by classical geodetic methods
 KN0489.and adjusted by the National Geodetic Survey in November 1997.
 KN0489
 KN0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0489
 KN0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0489.GEOID18 height accuracy estimate available here.
 KN0489
 KN0489.Click photographs - Photos may exist for this station.
 KN0489
 KN0489.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0489
 KN0489. The following values were computed from the NAD 83(1994) position.
 KN0489
 KN0489;                    North         East     Units Scale Factor Converg.
 KN0489;SPC UT C     - 2,093,412.904   576,128.964   MT  0.99996541   +0 33 51.6
 KN0489;SPC UT C     - 6,868,138.84  1,890,183.11   sFT  0.99996541   +0 33 51.6
 KN0489;UTM  12      - 4,335,862.124   532,911.177   MT  0.99961334   +0 14 26.4
 KN0489
 KN0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0489!SPC UT C     -   0.99963633  x   0.99996541  =   0.99960175
 KN0489!UTM  12      -   0.99963633  x   0.99961334  =   0.99924981
 KN0489
 KN0489:                Primary Azimuth Mark                     Grid Az
 KN0489:SPC UT C     -  RAFAEL                                   192 18 40.6
 KN0489:UTM  12      -  RAFAEL                                   192 38 05.8
 KN0489
 KN0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ3291135862(NAD 83)
 KN0489
 KN0489|---------------------------------------------------------------------|
 KN0489| PID    Reference Object                     Distance      Geod. Az  |
 KN0489|                                                           dddmmss.s |
 KN0489| KN0490 CAIRN AND POLE                       52.400 METERS 16527     |
 KN0489| CM7025 REEF RM 1                             6.982 METERS 19137     |
 KN0489| JN0472 RAFAEL                              APPROX.47.0 KM 1925232.2 |
 KN0489| CM7024 REEF AZ MK                                         2453121.0 |
 KN0489| CM7026 REEF RM 2                             7.692 METERS 28230     |
 KN0489|---------------------------------------------------------------------|
 KN0489
 KN0489                          SUPERSEDED SURVEY CONTROL
 KN0489
 KN0489  NAD 83(1986)-  39 10 16.89005(N)    110 37 08.41886(W) AD(       ) 2
 KN0489  NAD 27      -  39 10 16.99000(N)    110 37 05.83000(W) AD(       ) 2
 KN0489  NGVD 29 (07/19/86) 2336.0    (m)         7664.     (f) VERT ANG       
 KN0489
 KN0489.Superseded values are not recommended for survey control.
 KN0489
 KN0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0489.See file dsdata.pdf to determine how the superseded data were derived.
 KN0489
 KN0489_MARKER: DS = TRIANGULATION STATION DISK
 KN0489_SETTING: 80 = SET IN A BOULDER
 KN0489
 KN0489  HISTORY     - Date     Condition        Report By
 KN0489  HISTORY     - 1937     MONUMENTED       CGS
 KN0489  HISTORY     - 1947     GOOD             CGS
 KN0489  HISTORY     - 1952     GOOD             USGS
 KN0489
 KN0489                          STATION DESCRIPTION
 KN0489
 KN0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KN0489'THIS STATION IS 21 MILES AIRLINE E BY S FROM CASTLE DALE, AND
 KN0489'23-1/2 MILES AIRLINE SE FROM HUNTINGTON.  ON THE HIGHEST POINT
 KN0489'OF THE SE END OF A PLATEAU KNOWN LOCALLY AS RED BEEF, AND
 KN0489'KNOWN ON U.S.G.S. SHEETS AS RED PLATEAU.  STATION IS ABOUT 50
 KN0489'YARDS N OF THE S RIM OF THE PLATEAU, AND IS IN A THICKET OF
 KN0489'SCRUB CEDAR AND PINON PINE.  ALL LINES HAD TO BE CLEARED.
 KN0489'
 KN0489'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISK WEDGED
 KN0489'IN DRILL HOLES IN BOULDERS.
 KN0489'
 KN0489'REFERENCE MARK NO. 1 IS 22.91 FEET S FROM THE STATION AND
 KN0489'APPROXIMATELY 2 FEET LOWER.
 KN0489'
 KN0489'REFERENCE MARK NO. 2 IS 25.24 FEET W FROM THE STATION AND
 KN0489'APPROXIMATELY THE SAME ELEVATION.
 KN0489'
 KN0489'AZIMUTH MARK IS APPROXIMATELY 125 YARDS WSW FROM THE STATION
 KN0489'AND ABOUT 25 YARDS N FROM THE S EDGE OF THE PLATEAU, ON A
 KN0489'PROMINENT OUTCROP OF BEDROCK.  IT IS A STANDARD DISK CEMENTED
 KN0489'IN A DRILL HOLE IN OUTCROP BEDROCK.  THERE HAS BEEN SOME
 KN0489'CLEARING TO THE STATION.
 KN0489'
 KN0489'U.S.G.S. CAIRN AND POLE IS A SMALL CAIRN AND POLE, ON THE
 KN0489'EDGE OF THE TOP OF THE PLATEAU.  IN 1937 THE POLE WAS DOWN,
 KN0489'BUT ITS POSITION WHEN STANDING WAS WELL DEFINED.
 KN0489'
 KN0489'TO REACH FROM CASTLE DALE, GO E AND N ON STATE HIGHWAY U-10
 KN0489'FOR 1.5 MILES TO A GRADED DIRT T-ROAD RIGHT AND SIGN BUCKHORN
 KN0489'TRUCK TRAIL.  TURN RIGHT (E) AND GO 15.2 MILES TO A GRADED
 KN0489'DIRT ROAD FORKING LEFT (N).  (THIS ROAD IS ABOUT 75 YARDS
 KN0489'BEYOND A BRIDGE OVER A STOCK RESERVOIR).  TURN LEFT AND
 KN0489'GO N AND E FOR 8.0 MILES ON GRADED DIRT ROAD TO U.S.C. AND G.S.
 KN0489'BENCH MARK T-39 AT LEFT HAND SIDE OF ROAD.  TURN LEFT OFF
 KN0489'ROAD AND GO ACROSS COUNTRY TOWARD HIGH POINT OF PLATEAU 0.5
 KN0489'MILE TO EDGE OF WASH AND END OF TRUCK TRAVEL.  PACK N TO
 KN0489'GRAY SLIDE JUST LEFT W OF WHITE STONE SQUARE ON BROWN
 KN0489'SANDSTONE BLUFF.  PACK UP SLIDE TO TOP OF SECOND RIM, WHICH IS
 KN0489'NOT VISIBLE FROM FOOT OF PLATEAU.  THEN E ABOUT 1/4
 KN0489'MILE TO STATION, WHERE LINES HAVE BEEN CLEARED.  THERE IS A
 KN0489'STONE CAIRN AND A FALLEN POLE THAT MARKS THE LOCATION OF
 KN0489'A U.S.G.S. TOPOGRAPHIC STATION ABOUT 50 YARDS S OF THE
 KN0489'STATION, ON THE S RIM OF PLATEAU.
 KN0489
 KN0489                          STATION RECOVERY (1947)
 KN0489
 KN0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CRR)
 KN0489'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 KN0489'THE DESCRIPTION BY F.G.J. IN 1937 WAS FOUND TO BE ADEQUATE.
 KN0489'THE BENCH MARK AT THE TURN-OFF FROM THE ROAD WAS NOT FOUND.
 KN0489'
 KN0489'THE LINE TO STATION BUCKHORN IS OBSTRUCTED AT AN INSTRUMENT
 KN0489'HEIGHT OF 10 FEET.
 KN0489
 KN0489                          STATION RECOVERY (1952)
 KN0489
 KN0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 KN0489'STATION FOUND AS DESCRIBED, ALL MARKS FOUND IN GOOD
 KN0489'CONDITION AT THE TIME THE STATION WAS SIGNALED.  REFERENCE MARKS WERE
 KN0489'NOT SIGHTED OR MEASURED AT THE TIME STATION WAS OCCUPIED DUE TO SNOW
 KN0489'COVER.
 KN0489'
 KN0489'STATION REACHED BY HELICOPTER, LANDING IN A CLEARING ON RIM ABOUT 50
 KN0489'YARDS S. OF STATION.  THERE IS A RD. THAT APPARENTLY COMES FROM N.
 KN0489'ONTO PLATEAU AND PASSES ABOUT 100 YARDS N. OF STATION WHICH WOULD SAVE
 KN0489'A 1500 FT. BACKPACK.
 KN0489'
 KN0489'REFERENCE MARKS NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0406 ***********************************************************************
 KN0406  DESIGNATION -  REES
 KN0406  PID         -  KN0406
 KN0406  STATE/COUNTY-  UT/JUAB
 KN0406  COUNTRY     -  US
 KN0406  USGS QUAD   -  WALES (2017)
 KN0406
 KN0406                         *CURRENT SURVEY CONTROL
 KN0406  ______________________________________________________________________
 KN0406* NAD 83(1994) POSITION- 39 29 15.43740(N) 111 44 50.32910(W)   ADJUSTED
 KN0406* NAVD 88 ORTHO HEIGHT -  2537.    (meters)     8323.    (feet) SCALED
 KN0406  ______________________________________________________________________
 KN0406  GEOID HEIGHT    -        -17.383 (meters)                     GEOID18
 KN0406  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 KN0406  HORZ ORDER      -  SECOND
 KN0406
 KN0406.The horizontal coordinates were established by classical geodetic methods
 KN0406.and adjusted by the National Geodetic Survey in November 1997.
 KN0406
 KN0406.The orthometric height was scaled from a topographic map.
 KN0406
 KN0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0406.GEOID18 height accuracy estimate available here.
 KN0406
 KN0406.Click photographs - Photos may exist for this station.
 KN0406
 KN0406.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0406
 KN0406. The following values were computed from the NAD 83(1994) position.
 KN0406
 KN0406;                    North         East     Units Scale Factor Converg.
 KN0406;SPC UT C     - 2,128,177.012   478,725.727   MT  0.99991709   -0 09 30.3
 KN0406;SPC UT C     - 6,982,194.08  1,570,619.32   sFT  0.99991709   -0 09 30.3
 KN0406;UTM  12      - 4,371,157.259   435,734.962   MT  0.99965085   -0 28 30.9
 KN0406
 KN0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0406!SPC UT C     -   0.99960481  x   0.99991709  =   0.99952193
 KN0406!UTM  12      -   0.99960481  x   0.99965085  =   0.99925579
 KN0406
 KN0406:                Primary Azimuth Mark                     Grid Az
 KN0406:SPC UT C     -  REES AZ MK                               168 59 06.7
 KN0406:UTM  12      -  REES AZ MK                               169 18 07.3
 KN0406
 KN0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ3573471157(NAD 83)
 KN0406
 KN0406|---------------------------------------------------------------------|
 KN0406| PID    Reference Object                     Distance      Geod. Az  |
 KN0406|                                                           dddmmss.s |
 KN0406| CM5851 REES RM 1                             7.007 METERS 04325     |
 KN0406| CM5852 REES RM 2                             6.371 METERS 14423     |
 KN0406| CM5850 REES AZ MK                                         1684936.4 |
 KN0406|---------------------------------------------------------------------|
 KN0406
 KN0406                          SUPERSEDED SURVEY CONTROL
 KN0406
 KN0406  NAD 83(1986)-  39 29 15.42574(N)    111 44 50.32231(W) AD(       ) 2
 KN0406  NAD 27      -  39 29 15.57100(N)    111 44 47.60000(W) AD(       ) 2
 KN0406
 KN0406.Superseded values are not recommended for survey control.
 KN0406
 KN0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0406.See file dsdata.pdf to determine how the superseded data were derived.
 KN0406
 KN0406_MARKER: DS = TRIANGULATION STATION DISK
 KN0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0406
 KN0406  HISTORY     - Date     Condition        Report By
 KN0406  HISTORY     - 1938     MONUMENTED       CGS
 KN0406  HISTORY     - 1938     GOOD             CGS
 KN0406  HISTORY     - 1947     GOOD             CGS
 KN0406
 KN0406                          STATION DESCRIPTION
 KN0406
 KN0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0406'STATION IS ABOUT 13 MILES W OF SPRING CITY, UTAH.  IT IS
 KN0406'LOCATED ON A LOW POINT IN THE SAND PITCH MOUNTAINS ON WHAT
 KN0406'IS LOCALLY KNOWN AS SAUGUS RIDGE.  THIS POINT HAS A SAGE-COVERED
 KN0406'SLOPE ON E AND A SHARP ALMOST BARE SLOPE ON THE N, S, AND W.
 KN0406'
 KN0406'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KN0406'BRONZE DISKS IN CONCRETE.
 KN0406'
 KN0406'REFERENCE MARK NO. 1 IS NE OF STATION AT ABOUT SAME ELEVATION.
 KN0406'REFERENCE MARK NO. 2 IS SE OF STATION AT ABOUT SAME ELEVATION.
 KN0406'
 KN0406'AZIMUTH MARK IS ABOUT 1 MILE SE OF STATION ON E EDGE OF A
 KN0406'SALT GROUNDS AT A POINT WHERE TRACKS LEAVE ROAD AND TURN E
 KN0406'FOLLOWING ALONG RIDGE UP TO STATION.  IT IS ABOUT 75 FEET
 KN0406'LOWER IN ELEVATION.
 KN0406'
 KN0406'TO REACH STATION FROM MANTI, UTAH, GO N ON U.S. 89 ABOUT 12.0
 KN0406'MILES TO JUNCTION OF U.S. 89 AND 189 WHICH IS JUST N OF
 KN0406'EPHRAIM, UTAH.  FROM THIS JUNCTION TAKE 189 N FOR 3.7 MILES
 KN0406'TO VILLAGE OF CHESTER, UTAH, AND A SIGN--SPRING CITY 4- WALES
 KN0406'4.  THENCE TURN L, W, AND GO STRAIGHT W 3.8 MILES TO A SIDE
 KN0406'ROAD.  TURN R, N 0.55 MILE TO CROSSROADS IN VILLAGE OF WALES.
 KN0406'HERE TURN L, W ON DIRT ROAD WHICH PASSES GRAVEL PIT AND GOES
 KN0406'UP NARROW CANYON 3.1 MILES TO A GATE.  THENCE CONTINUE ON
 KN0406'UP CANYON 0.55 MILE TO A WELL-TRAVELED NARROW ROAD TO L OVER
 KN0406'A SMALL CULVERT.  TAKE THIS L FORK UP A STEEP HILL W AND SW
 KN0406'0.55 MILE TO A DIM FORK.  HERE TAKE R FORK MAIN TRAVELED
 KN0406'ROAD 1.25 MILES OVER A RIDGE TO A SPRING AND A WATER
 KN0406'TROUGH AND OLD CORRAL IN BOTTOM OF A DRAW.  THENCE TAKE L
 KN0406'FORK, S UP A STEEP DRAW 0.85 MILE TO TOP OF DIVIDE AND AN
 KN0406'OLD ROAD COMING IN FROM L.  THENCE CONTINUE R, SW ALONG
 KN0406'TOP OF DIVIDE 1.2 MILES TO AN IRON STAKE ON L OF ROAD
 KN0406'MARKING JUAB-SANPETE COUNTY LINE.  CONTINUE ON ABOUT 100
 KN0406'FEET TO A DIM FORK ON TOP OF HILL.  THENCE TAKE R FORK W
 KN0406'AND N 0.9 MILE TO A SALT GROUND WITH AZIMUTH MARK TO
 KN0406'RIGHT.  HERE LEAVE ROAD AND TURN R, E ABOUT 100 YARDS TO
 KN0406'TOP OF HILL AND TURN L, N AND NW ALONG HIGHEST PART OF RIDGE
 KN0406'1.8 MILES TO STATION SITE.
 KN0406
 KN0406                          STATION RECOVERY (1938)
 KN0406
 KN0406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 KN0406'RECOVERED.
 KN0406
 KN0406                          STATION RECOVERY (1947)
 KN0406
 KN0406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KN0406'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 KN0406'CONDITION.  STATION OBSERVED ON BUT NOT OCCUPIED IN 1947.
 KN0406'
 KN0406'STATION IS ABOUT 13 MILES WEST OF SPRING CITY, UTAH.  IT IS
 KN0406'LOCATED ON A LOW POINT IN THE SAND PITCH MOUNTAINS ON WHAT
 KN0406'IS LOCALLY KNOWN AS SAUGUS RIDGE.  THIS POINT HAS A SAGE-COVERED
 KN0406'SLOPE ON EAST AND A SHARP AND ALMOST BARE SLOPE ON THE NORTH,
 KN0406'SOUTH AND WEST.
 KN0406'
 KN0406'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KN0406'BRONZE DISKS IN CONCRETE.
 KN0406'
 KN0406'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION AT ABOUT SAME
 KN0406'ELEVATION.  REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION AT
 KN0406'ABOUT SAME ELEVATION.
 KN0406'
 KN0406'AZIMUTH MARK IS ABOUT 1 MILE SOUTHEAST OF STATION ON EAST
 KN0406'EDGE OF A SALT GROUNDS AT A POINT WHERE TRACKS LEAVE ROAD AND
 KN0406'TURN EAST FOLLOWING ALONG RIDGE UP TO STATION.  IT IS ABOUT 75
 KN0406'FEET LOWER IN ELEVATION.
 KN0406'
 KN0406'TO REACH STATION FROM MANTI, UTAH, GO NORTH ON U.S. 89 ABOUT
 KN0406'12.0 MILES TO JUNCTION OF U.S. 89 AND 189 WHICH IS JUST NORTH
 KN0406'OF EPHRAIM, UTAH.  FROM THIS JUNCTION TAKE 189 NORTH FOR 3.7
 KN0406'MILES TO VILLAGE OF CHESTER AND A SIGN SPRING CITY 4 - WALES 4.
 KN0406'THENCE TURN LEFT, WEST, AND GO STRAIGHT WEST 3.8 MILES TO A
 KN0406'SIDE ROAD.  TURN RIGHT, NORTH, 0.55 MILE TO CROSSROAD IN
 KN0406'VILLAGE OF WALES.  HERE TURN LEFT, WEST, ON DIRT ROAD WHICH
 KN0406'PASSES GRAVEL PIT AND GOES UP NARROW CANYON 3.1 MILES TO A
 KN0406'GATE.  THENCE CONTINUE ON UP CANYON 0.55 MILE TO A WELL-TRAVELED
 KN0406'NARROW ROAD TO LEFT OVER A SMALL CULVERT.  TAKE THIS
 KN0406'LEFT FORK UP A STEEP HILL WEST AND SOUTHWEST 0.55 MILE
 KN0406'TO A DIM FORK.  HERE TAKE RIGHT FORK MAIN TRAVELED ROAD
 KN0406'1.25 MILES OVER A RIDGE TO A SPRING AND A WATER TROUGH AND
 KN0406'OLD CORRAL IN BOTTOM OF A DRAW.  THENCE TAKE LEFT FORK,
 KN0406'SOUTH UP A STEEP DRAW 0.85 MILE TO TOP OF DIVIDE AND AN OLD
 KN0406'ROAD COMING IN FROM LEFT.  THENCE CONTINUE RIGHT, SOUTHWEST
 KN0406'ALONG TOP OF DIVIDE 1.2 MILES TO AN IRON STAKE ON LEFT OF
 KN0406'ROAD MARKING JUAB-SANPETE COUNTY LINE.  CONTINUE ON ABOUT
 KN0406'100 FEET TO A DIM FORK ON TOP OF HILL.  THENCE TAKE RIGHT FORK,
 KN0406'WEST AND NORTH 0.9 MILE TO A SALT GROUND WITH AZIMUTH
 KN0406'MARK TO RIGHT.  HERE LEAVE ROAD AND TURN RIGHT, EAST ABOUT 100
 KN0406'YARDS TO TOP OF HILL AND TURN LEFT, NORTH AND NORTHWEST
 KN0406'ALONG HIGHEST PART OF RIDGE 1.8 MILES TO STATION SITE.
 KN0406'
 KN0406'1938 OBSERVATIONS AS STATION WAS NOT OCCUPIED IN 1947.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5499 ***********************************************************************
 DR5499  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5499  DESIGNATION -  REF MON 375
 DR5499  PID         -  DR5499
 DR5499  STATE/COUNTY-  UT/WEBER
 DR5499  COUNTRY     -  US
 DR5499  USGS QUAD   -  OGDEN (2017)
 DR5499
 DR5499                         *CURRENT SURVEY CONTROL
 DR5499  ______________________________________________________________________
 DR5499* NAD 83(2011) POSITION- 41 11 26.15882(N) 111 59 09.66835(W)   ADJUSTED
 DR5499* NAD 83(2011) ELLIP HT-  1306.942 (meters)        (07/08/20)   ADJUSTED
 DR5499* NAD 83(2011) EPOCH   -  2010.00
 DR5499* NAVD 88 ORTHO HEIGHT -  1323.73  (meters)     4342.9   (feet) GPS OBS
 DR5499  ______________________________________________________________________
 DR5499  GEOID HEIGHT    -        -16.773 (meters)                     GEOID18
 DR5499  NAD 83(2011) X  - -1,799,893.757 (meters)                     COMP
 DR5499  NAD 83(2011) Y  - -4,458,025.035 (meters)                     COMP
 DR5499  NAD 83(2011) Z  -  4,179,235.861 (meters)                     COMP
 DR5499  LAPLACE CORR    -         10.84  (seconds)                    DEFLEC18
 DR5499
 DR5499  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5499  Standards:
 DR5499         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5499            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5499  -------------------------------------------------------------------
 DR5499  NETWORK    1.16   2.16           0.52   0.40   1.10     -0.25555742
 DR5499  -------------------------------------------------------------------
 DR5499  Click here for local accuracies and other accuracy information.
 DR5499
 DR5499.The horizontal coordinates were established by GPS observations
 DR5499.and adjusted by the National Geodetic Survey in July 2020.
 DR5499
 DR5499.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5499.been affixed to the stable North American tectonic plate. See 
 DR5499.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5499
 DR5499.The horizontal coordinates are valid at the epoch date displayed above
 DR5499.which is a decimal equivalence of Year/Month/Day.
 DR5499
 DR5499.The orthometric height was determined by GPS observations and a
 DR5499.high-resolution geoid model using precise GPS observation and
 DR5499.processing techniques.
 DR5499
 DR5499.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5499.GEOID18 height accuracy estimate available here.
 DR5499
 DR5499.Click photographs - Photos may exist for this station.
 DR5499
 DR5499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5499
 DR5499.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5499
 DR5499.The ellipsoidal height was determined by GPS observations
 DR5499.and is referenced to NAD 83.
 DR5499
 DR5499. The following values were computed from the NAD 83(2011) position.
 DR5499
 DR5499;                    North         East     Units Scale Factor Converg.
 DR5499;SPC UT N     - 1,095,313.068   459,228.675   MT  0.99995739   -0 19 13.7
 DR5499;SPC UT N     - 3,593,539.62  1,506,652.74   sFT  0.99995739   -0 19 13.7
 DR5499;UTM  12      - 4,560,384.373   417,313.089   MT  0.99968414   -0 38 57.8
 DR5499
 DR5499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5499!SPC UT N     -   0.99979504  x   0.99995739  =   0.99975244
 DR5499!UTM  12      -   0.99979504  x   0.99968414  =   0.99947924
 DR5499
 DR5499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1731360384(NAD 83)
 DR5499
 DR5499                          SUPERSEDED SURVEY CONTROL
 DR5499
 DR5499.No superseded survey control is available for this station.
 DR5499
 DR5499_MARKER: DD = SURVEY DISK
 DR5499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5499_STAMPING: REF MON 375.00
 DR5499_MARK LOGO: UT-057
 DR5499_PROJECTION: RECESSED 13 CENTIMETERS
 DR5499_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR5499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5499+STABILITY: SURFACE MOTION
 DR5499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5499+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2016
 DR5499
 DR5499  HISTORY     - Date     Condition        Report By
 DR5499  HISTORY     - 2005     MONUMENTED       UT-057
 DR5499  HISTORY     - 20160914 GOOD             UT-057
 DR5499
 DR5499                          STATION DESCRIPTION
 DR5499
 DR5499'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5499'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTHEAST OF ROY PARK
 DR5499'ADDITION SUBDIVISIO, 2.9 MI (4.6 KM) NORTHEAST OF ROY AND 2.3 MI (3.8
 DR5499'KM) SOUTH-SOUTHWEST OF OGDEN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5499'
 DR5499'TO REACH FROM THE INTERSECTION OF OF RIVERDALE ROAD AND 300 WEST IN
 DR5499'RIVERDALE UTAH, PROCEED WESTERLY FOR 0.2 MILES, APPROXIMATE ADDRESS OF
 DR5499'THE MARK IS 4005 SOUTH 300 WEST.TO THE STATION ON THE LEFT.
 DR5499'
 DR5499'IT IS 58.36 FT (17.8 M) SOUTHWEST OF CENTER OF WATER VALVE, 36.85 FT
 DR5499'(11.2 M) NORTH OF TOP BOLT OF FIRE HYDRANT AND SET IN THE TOP OF A
 DR5499'6-IN (15 CM) ROUND CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1028 ***********************************************************************
 LO1028  DESIGNATION -  REFUGE
 LO1028  PID         -  LO1028
 LO1028  STATE/COUNTY-  UT/DAVIS
 LO1028  COUNTRY     -  US
 LO1028  USGS QUAD   -  FARMINGTON (2017)
 LO1028
 LO1028                         *CURRENT SURVEY CONTROL
 LO1028  ______________________________________________________________________
 LO1028* NAD 83(1994) POSITION- 40 55 43.21931(N) 111 57 57.22349(W)   ADJUSTED
 LO1028* NAVD 88 ORTHO HEIGHT -  1281.5   (meters)     4204.    (feet) VERTCON3
 LO1028  ______________________________________________________________________
 LO1028  GEOID HEIGHT    -        -16.968 (meters)                     GEOID18
 LO1028  LAPLACE CORR    -          5.98  (seconds)                    DEFLEC18
 LO1028  HORZ ORDER      -  FIRST
 LO1028
 LO1028.The horizontal coordinates were established by classical geodetic methods
 LO1028.and adjusted by the National Geodetic Survey in November 1997.
 LO1028
 LO1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1028
 LO1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1028.GEOID18 height accuracy estimate available here.
 LO1028
 LO1028.Click photographs - Photos may exist for this station.
 LO1028
 LO1028.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1028
 LO1028. The following values were computed from the NAD 83(1994) position.
 LO1028
 LO1028;                    North         East     Units Scale Factor Converg.
 LO1028;SPC UT N     - 1,066,216.919   460,760.841   MT  0.99997255   -0 18 25.9
 LO1028;SPC UT N     - 3,498,080.01  1,511,679.53   sFT  0.99997255   -0 18 25.9
 LO1028;SPC UT C     - 2,288,253.526   460,756.564   MT  1.00008129   -0 17 54.4
 LO1028;SPC UT C     - 7,507,378.44  1,511,665.49   sFT  1.00008129   -0 17 54.4
 LO1028;UTM  12      - 4,531,288.110   418,678.653   MT  0.99968139   -0 37 58.1
 LO1028
 LO1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1028!SPC UT N     -   0.99980168  x   0.99997255  =   0.99977423
 LO1028!SPC UT C     -   0.99980168  x   1.00008129  =   0.99988295
 LO1028!UTM  12      -   0.99980168  x   0.99968139  =   0.99948313
 LO1028
 LO1028:                Primary Azimuth Mark                     Grid Az
 LO1028:SPC UT N     -  REFUGE AZ MK                             079 36 55.9
 LO1028:SPC UT C     -  REFUGE AZ MK                             079 36 24.4
 LO1028:UTM  12      -  REFUGE AZ MK                             079 56 28.1
 LO1028
 LO1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1867831288(NAD 83)
 LO1028
 LO1028|---------------------------------------------------------------------|
 LO1028| PID    Reference Object                     Distance      Geod. Az  |
 LO1028|                                                           dddmmss.s |
 LO1028| MR0699 FRANCIS PK FAA RADAR DOME           APPROX.15.8 KM 0424553.7 |
 LO1028| CM5854 REFUGE RM 1                          18.075 METERS 07051     |
 LO1028| CM5853 REFUGE AZ MK                                       0791830.0 |
 LO1028| LO1007 RNG SALT LAKE CITY RADIO SC         APPROX.11.1 KM 1781104.2 |
 LO1028| LO1024 VORTAC SALT LAKE CITY SLC           APPROX. 8.8 KM 1884851.7 |
 LO1028| CM5855 REFUGE RM 2                          23.609 METERS 28707     |
 LO1028|---------------------------------------------------------------------|
 LO1028
 LO1028                          SUPERSEDED SURVEY CONTROL
 LO1028
 LO1028  NAD 83(1993)-  40 55 43.21863(N)    111 57 57.22374(W) AD(       ) 1
 LO1028  NAD 83(1986)-  40 55 43.20848(N)    111 57 57.21474(W) AD(       ) 1
 LO1028  NAD 27      -  40 55 43.40973(N)    111 57 54.43001(W) AD(       ) 1
 LO1028  NGVD 29 (07/19/86) 1280.6    (m)         4201.     (f) VERT ANG       
 LO1028
 LO1028.Superseded values are not recommended for survey control.
 LO1028
 LO1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1028.See file dsdata.pdf to determine how the superseded data were derived.
 LO1028
 LO1028_MARKER: DS = TRIANGULATION STATION DISK
 LO1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO1028+SATELLITE: SATELLITE OBSERVATIONS - 1986
 LO1028
 LO1028  HISTORY     - Date     Condition        Report By
 LO1028  HISTORY     - 1963     MONUMENTED       CGS
 LO1028  HISTORY     - 1974     GOOD             NGS
 LO1028  HISTORY     - 1986     GOOD
 LO1028
 LO1028                          STATION DESCRIPTION
 LO1028
 LO1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 LO1028'STATION IS ON THE FARMINGTON BAY MIGRATORY BIRD REFUGE.  IT IS
 LO1028'ABOUT 5-1/4 MILES SOUTHWEST OF FARMINGTON, 5-1/2 MILES NORTHWEST
 LO1028'OF BOUNTIFUL AND 7-1/4 MILES SOUTH OF KAYSVILLE.
 LO1028'
 LO1028'TO REACH THE STATION FROM THE WEST BOUNTIFUL EXIT ON INTERSTATE
 LO1028'HIGHWAY 15, GO NORTH ON INTERSTATE 15 FOR 5.6 MILES TO A
 LO1028'SIDE ROAD LEFT, TURN LEFT, WEST, CROSSING RAILROAD TRACKS,
 LO1028'ON A PAVED ROAD FOR 1.9 MILES TO A T ROAD AND SIGN FARMINGTON
 LO1028'BAY BIRD REFUGE, TURN LEFT, SOUTH, FOR 0.55 MILE TO THE GAME
 LO1028'REFUGE HEADQUARTERS ON THE LEFT AND LOCKED GATE.  GET THE
 LO1028'KEY HERE.  PASS THROUGH LOCKED GATE AND CONTINUE SOUTH FOR
 LO1028'0.25 MILE TO A FORK, TAKE THE RIGHT FORK, SOUTHWESTERLY, ALONG
 LO1028'THE TOP OF THE DIKE FOR 2.8 MILES TO A CROSSROAD.  TURN
 LO1028'RIGHT, WEST, FOR 0.5 MILE TO AZIMUTH MARK ON THE LEFT.
 LO1028'CONTINUE SOUTH, FOR 0.5 MILE TO STATION ON THE LEFT.
 LO1028'
 LO1028'THE STATION MARK IS A STANDARD DISK, STAMPED REFUGE 1963, IT
 LO1028'IS SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 LO1028'2 INCHES.  IT IS 24 FEET SOUTH OF THE CENTERLINE OF A GRAVEL
 LO1028'ROAD AND ABOUT 3 FEET LOWER THAN THE ROAD.
 LO1028'
 LO1028'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED REFUGE NO 1 1963,
 LO1028'IT IS SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 LO1028'5 INCHES.  IT IS 17 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 LO1028'1 FEET HIGHER THAN THE STATION AND ABOUT 2 FEET LOWER THAN
 LO1028'THE ROAD.
 LO1028'
 LO1028'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED REFUGE NO 2 1963,
 LO1028'IT IS SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 LO1028'3 INCHES.  IT IS 16 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 LO1028'ABOUT 1 FEET LOWER THAN THE ROAD AND ABOUT 2 FEET HIGHER
 LO1028'THAN THE STATION.
 LO1028'
 LO1028'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED REFUGE 1963,
 LO1028'IT IS SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 LO1028'1 INCH.  IT IS 17 FEET NORTH-NORTHWEST OF THE NORTH END OF
 LO1028'A FOOT BRIDGE, 31 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 LO1028'AND ABOUT 2 FEET LOWER.
 LO1028
 LO1028                          STATION RECOVERY (1974)
 LO1028
 LO1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LO1028'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 LO1028'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCES AND
 LO1028'DIRECTIONS TO ALL MARKS COMPARED WITH THE 1963 DATA.  A NEW
 LO1028'DESCRIPTION FOLLOWS.
 LO1028'
 LO1028'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF KAYSVILLE, 5.5
 LO1028'MILES NORTHWEST OF BOUNTIFUL, 5 MILES SOUTHWEST OF FARMINGTON AND
 LO1028'ON THE FARMINGTON BAY MIGRATORY BIRD REFUGE.
 LO1028'
 LO1028'TO REACH THE STATION FROM THE COURTHOUSE IN FARMINGTON GO EAST
 LO1028'THEN SOUTH ON COUNTY ROAD 106 FOR 1.0 MILE TO A SIDE ROAD
 LO1028'RIGHT.  TURN RIGHT AND GO WEST ON PAVED ROAD FOR 1.7 MILES TO A
 LO1028'SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON PAVED ROAD FOR 0.5
 LO1028'MILE TO END OF PAVEMENT AND REFUGE HEADQUARTERS ON THE
 LO1028'LEFT.  CONTINUE SOUTH, PASSING THROUGH A GATE, ON A GRAVELED
 LO1028'ROAD FOR 0.3 MILE TO A T-ROAD.  TURN RIGHT AND GO SOUTHWEST ON
 LO1028'GRAVELED ROAD FOR 2.7 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 LO1028'WEST ON GRAVELED ROAD FOR 0.15 MILE TO A GATE.  PASS THROUGH
 LO1028'GATE AND CONTINUE WEST ON GRAVELED ROAD FOR 0.3 MILE TO THE
 LO1028'AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON THE GRAVELED ROAD
 LO1028'FOR 0.5 MILE TO THE STATION ON THE LEFT.
 LO1028'
 LO1028'THE STATION MARK IS A STANDARD DISK STAMPED REFUGE 1963, SET IN
 LO1028'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 LO1028'INCHES ABOVE THE GROUND.  IT IS 25 FEET SOUTH OF THE CENTER OF
 LO1028'THE GRAVELED ROAD AND 2 FEET SOUTH OF A METAL WITNESS POST.
 LO1028'
 LO1028'REFERENCE MARK 1 IS A STANDARD DISK STAMPED REFUGE NO 1 1963,
 LO1028'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LO1028'4 INCHES ABOVE THE GROUND.  IT IS 59 FEET EAST OF THE METAL
 LO1028'WITNESS POST AND 17 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD.
 LO1028'
 LO1028'REFERENCE MARK 2 IS A STANDARD DISK STAMPED REFUGE NO 2 1963,
 LO1028'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LO1028'3 INCHES ABOVE THE GROUND.  IT IS 76 FEET WEST OF THE METAL
 LO1028'WITNESS POST AND 16 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD.
 LO1028'
 LO1028'THE AZIMUTH MARK IS A STANDARD DISK STAMPED REFUGE 1963, SET IN
 LO1028'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 LO1028'INCHES ABOVE THE GROUND.  IT IS 31 FEET SOUTH OF THE CENTER OF
 LO1028'THE GRAVELED ROAD AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 LO1028'
 LO1028'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO1028'5 MILES SOUTHWEST OF FARMINGTON.
 LO1028
 LO1028                          STATION RECOVERY (1986)
 LO1028
 LO1028'RECOVERED 1986
 LO1028'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0499 ***********************************************************************
 LP0499  DESIGNATION -  RELAY
 LP0499  PID         -  LP0499
 LP0499  STATE/COUNTY-  UT/TOOELE
 LP0499  COUNTRY     -  US
 LP0499  USGS QUAD   -  LOW (2017)
 LP0499
 LP0499                         *CURRENT SURVEY CONTROL
 LP0499  ______________________________________________________________________
 LP0499* NAD 83(1994) POSITION- 40 48 03.85530(N) 112 53 23.75527(W)   ADJUSTED
 LP0499* NAVD 88 ORTHO HEIGHT -  1614.9   (meters)     5298.    (feet) VERTCON3
 LP0499  ______________________________________________________________________
 LP0499  GEOID HEIGHT    -        -17.400 (meters)                     GEOID18
 LP0499  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 LP0499  HORZ ORDER      -  FIRST
 LP0499
 LP0499.The horizontal coordinates were established by classical geodetic methods
 LP0499.and adjusted by the National Geodetic Survey in November 1997.
 LP0499
 LP0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0499
 LP0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0499.GEOID18 height accuracy estimate available here.
 LP0499
 LP0499.Click photographs - Photos may exist for this station.
 LP0499
 LP0499.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0499
 LP0499. The following values were computed from the NAD 83(1994) position.
 LP0499
 LP0499;                    North         East     Units Scale Factor Converg.
 LP0499;SPC UT C     - 2,274,891.560   382,706.824   MT  1.00004110   -0 53 25.3
 LP0499;SPC UT C     - 7,463,540.06  1,255,597.31   sFT  1.00004110   -0 53 25.3
 LP0499;UTM  12      - 4,518,392.906   340,572.619   MT  0.99991285   -1 14 06.7
 LP0499
 LP0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0499!SPC UT C     -   0.99974948  x   1.00004110  =   0.99979057
 LP0499!UTM  12      -   0.99974948  x   0.99991285  =   0.99966235
 LP0499
 LP0499:                Primary Azimuth Mark                     Grid Az
 LP0499:SPC UT C     -  RELAY RM 3 AZIMUTH                       334 21 39.3
 LP0499:UTM  12      -  RELAY RM 3 AZIMUTH                       334 42 20.7
 LP0499
 LP0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL4057218392(NAD 83)
 LP0499
 LP0499|---------------------------------------------------------------------|
 LP0499| PID    Reference Object                     Distance      Geod. Az  |
 LP0499|                                                           dddmmss.s |
 LP0499| CM5856 RELAY RM 1                            9.915 METERS 04828     |
 LP0499| LP0498 CEDAR MTN ATT MICROWAVE             201.607 METERS 14533     |
 LP0499| CM5857 RELAY RM 2                           12.509 METERS 28007     |
 LP0499| CM5858 RELAY RM 3 AZIMUTH                                 3332814.0 |
 LP0499|---------------------------------------------------------------------|
 LP0499
 LP0499                          SUPERSEDED SURVEY CONTROL
 LP0499
 LP0499  NAD 83(1986)-  40 48 03.84464(N)    112 53 23.74559(W) AD(       ) 1
 LP0499  NAD 27      -  40 48 04.07570(N)    112 53 20.83969(W) AD(       ) 1
 LP0499  NGVD 29 (07/19/86) 1613.8    (m)         5295.     (f) VERT ANG       
 LP0499
 LP0499.Superseded values are not recommended for survey control.
 LP0499
 LP0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0499.See file dsdata.pdf to determine how the superseded data were derived.
 LP0499
 LP0499_MARKER: DH = HORIZONTAL CONTROL DISK
 LP0499_SETTING: 66 = SET IN ROCK OUTCROP
 LP0499_STAMPING: RELAY 1974
 LP0499_MARK LOGO: NGS
 LP0499_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0499+STABILITY: POSITION/ELEVATION WELL
 LP0499
 LP0499  HISTORY     - Date     Condition        Report By
 LP0499  HISTORY     - 1974     MONUMENTED       NGS
 LP0499
 LP0499                          STATION DESCRIPTION
 LP0499
 LP0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LP0499'THE STATION IS LOCATED ABOUT 28 MILES NORTHWEST OF GRANTSVILLE, 21
 LP0499'MILES EAST-NORTHEAST OF KNOLLS, 6 MILES WEST-NORTHWEST OF DELLE,
 LP0499'2 MILES SOUTH OF INTERSTATE HIGHWAY 80 AND 0.1 MILE NORTH OF A
 LP0499'MICROWAVE RELAY TOWER THAT IS ON THE HIGHEST POINT IN THE
 LP0499'AREA.  THE PROPERTY IS CONTROLLED BY THE U.S. BUREAU OF LAND
 LP0499'MANAGEMENT.
 LP0499'
 LP0499'TO REACH THE STATION FROM THE SOUTH END OF THE OVERPASS ON
 LP0499'INTERSTATE HIGHWAY 80 AT THE MILITARY AREA, LAKESIDE EXIT, GO SOUTH
 LP0499'ON THE SURFACED ROAD FOR 0.05 MILE TO REFERENCE MARK 3, AZIMUTH
 LP0499'MARK, IN THE SOUTHEAST CORNER OF A CATTLE GUARD.  TURN RIGHT AND
 LP0499'GO WEST ON THE SOUTH FRONTAGE ROAD FOR 0.5 MILE TO A FORK.  TAKE
 LP0499'THE LEFT FORK AND GO SOUTHWEST ON THE TRACK ROAD FOR 0.05 MILE
 LP0499'TO A T-INTERSECTION.  TURN LEFT AND GO EASTERLY ON THE SURFACED
 LP0499'ROAD FOR 0.6 MILE, PASSING UNDER THE RAILROAD TRACKS, TO A SIDE
 LP0499'ROAD RIGHT.  TURN RIGHT AND GO SOUTHEASTERLY UP HILL FOR 1.3
 LP0499'MILES TO A DIM SIDE ROAD RIGHT, JUST BEFORE REACHING THE
 LP0499'MICROWAVE.  TURN RIGHT AND GO WEST ON THE DIM TRACK ROAD FOR
 LP0499'0.05 MILE TO THE STATION ON THE LEFT.
 LP0499'
 LP0499'THE STATION MARK IS A STANDARD DISK STAMPED RELAY 1974, CEMENTED
 LP0499'IN A DRILL HOLE IN A 2X3 FOOT OUTCROP OF BEDROCK THAT PROJECTS 2.5
 LP0499'FEET ABOVE THE GROUND SURFACE.  IT IS 5 FEET SOUTHEAST OF A METAL
 LP0499'WITNESS POST.
 LP0499'
 LP0499'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RELAY NO 1 1974,
 LP0499'CEMENTED IN A DRILL HOLE IN A 2X4 FOOT OUTCROP OF BEDROCK THAT
 LP0499'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 35 FEET
 LP0499'NORTHEAST OF A METAL WITNESS POST AND ABOUT 3 FEET LOWER THAN THE
 LP0499'STATION.
 LP0499'
 LP0499'REFERENCE MARK 2 IS A STANDARD DISK STAMPED RELAY NO 2 1974,
 LP0499'CEMENTED IN A DRILL HOLE IN A 3X4 FOOT OUTCROP OF BEDROCK THAT
 LP0499'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 42 FEET WEST OF
 LP0499'A METAL WITNESS POST AND ABOUT 2 FEET LOWER THAN THE STATION.
 LP0499'
 LP0499'REFERENCE MARK 3, USED AS AN AZIMUTH MARK, IS A STANDARD DISK
 LP0499'STAMPED RELAY NO 3 1974 AZ, CEMENTED IN A DRILL HOLE IN THE
 LP0499'SOUTHEAST CORNER OF A CATTLE GUARD.  IT IS 14 FEET EAST OF THE
 LP0499'CENTER OF THE SURFACED ROAD, 3.6 FEET NORTH OF A METAL WITNESS
 LP0499'POST, 2 FEET NORTH OF THE SOUTH END OF THE CATTLE GUARD AND ABOUT
 LP0499'2 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0613 ***********************************************************************
 HO0613  DESIGNATION -  RENCHER
 HO0613  PID         -  HO0613
 HO0613  STATE/COUNTY-  UT/WASHINGTON
 HO0613  COUNTRY     -  US
 HO0613  USGS QUAD   -  PAGE RANCH (2017)
 HO0613
 HO0613                         *CURRENT SURVEY CONTROL
 HO0613  ______________________________________________________________________
 HO0613* NAD 83(1994) POSITION- 37 30 06.13760(N) 113 24 41.70148(W)   ADJUSTED
 HO0613* NAVD 88 ORTHO HEIGHT -  2679.    (meters)     8789.    (feet) VERTCON3
 HO0613  ______________________________________________________________________
 HO0613  GEOID HEIGHT    -        -22.411 (meters)                     GEOID18
 HO0613  LAPLACE CORR    -          2.91  (seconds)                    DEFLEC18
 HO0613  HORZ ORDER      -  FIRST
 HO0613
 HO0613.The horizontal coordinates were established by classical geodetic methods
 HO0613.and adjusted by the National Geodetic Survey in November 1997.
 HO0613
 HO0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0613
 HO0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0613.GEOID18 height accuracy estimate available here.
 HO0613
 HO0613.Click photographs - Photos may exist for this station.
 HO0613
 HO0613.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0613
 HO0613. The following values were computed from the NAD 83(1994) position.
 HO0613
 HO0613;                    North         East     Units Scale Factor Converg.
 HO0613;SPC UT S     - 3,094,402.520   330,989.163   MT  0.99996337   -1 10 16.3
 HO0613;SPC UT S     -10,152,218.93  1,085,920.28   sFT  0.99996337   -1 10 16.3
 HO0613;UTM  12      - 4,153,262.540   286,828.339   MT  1.00015977   -1 28 07.3
 HO0613
 HO0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0613!SPC UT S     -   0.99958325  x   0.99996337  =   0.99954663
 HO0613!UTM  12      -   0.99958325  x   1.00015977  =   0.99974295
 HO0613
 HO0613:                Primary Azimuth Mark                     Grid Az
 HO0613:SPC UT S     -  RENCHER AZ MK                            198 00 47.2
 HO0613:UTM  12      -  RENCHER AZ MK                            198 18 38.2
 HO0613
 HO0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG8682853262(NAD 83)
 HO0613
 HO0613|---------------------------------------------------------------------|
 HO0613| PID    Reference Object                     Distance      Geod. Az  |
 HO0613|                                                           dddmmss.s |
 HO0613| CH3174 RENCHER RM 1                          7.683 METERS 02958     |
 HO0613| CH3175 RENCHER RM 2                         10.393 METERS 12016     |
 HO0613| CH3173 RENCHER AZ MK                                      1965030.9 |
 HO0613|---------------------------------------------------------------------|
 HO0613
 HO0613                          SUPERSEDED SURVEY CONTROL
 HO0613
 HO0613  NAD 83(1986)-  37 30 06.13397(N)    113 24 41.69742(W) AD(       ) 1
 HO0613  NAD 27      -  37 30 06.20900(N)    113 24 38.86300(W) AD(       ) 1
 HO0613  NGVD 29 (07/19/86) 2678.     (m)         8786.     (f) VERT ANG       
 HO0613
 HO0613.Superseded values are not recommended for survey control.
 HO0613
 HO0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0613.See file dsdata.pdf to determine how the superseded data were derived.
 HO0613
 HO0613_MARKER: DS = TRIANGULATION STATION DISK
 HO0613_SETTING: 66 = SET IN ROCK OUTCROP
 HO0613_STAMPING: RENCHER 1938
 HO0613_MARK LOGO: CGS
 HO0613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0613+STABILITY: POSITION/ELEVATION WELL
 HO0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0613+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2019
 HO0613
 HO0613  HISTORY     - Date     Condition        Report By
 HO0613  HISTORY     - 1938     MONUMENTED       CGS
 HO0613  HISTORY     - 1957     GOOD             USGS
 HO0613  HISTORY     - 20190618 GOOD             INDIV
 HO0613
 HO0613                          STATION DESCRIPTION
 HO0613
 HO0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0613'STATION IS ON TOP OF A ROUNDED, TIMBER COVERED MOUNTAIN NEAR
 HO0613'THE NORTH END OF THE PINE VALLEY MTS. KNOWN AS RANCHER PEAK.
 HO0613'IT LIES ABOUT 22.5 MILES SW OF CEDAR CITY AND ABOUT 9 MILES
 HO0613'NE OF PINE VALLEY.
 HO0613'
 HO0613'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE BRONZE TABLETS SET
 HO0613'IN BEDROCK.
 HO0613'
 HO0613'REACHED FROM CEDAR CITY AS FOLLOWS--GO W ON UTAH 19 FOR 2.65
 HO0613'MILES, CONTINUE STRAIGHT AHEAD W FOR 2.75 MILES, TAKE LEFT FORK
 HO0613'AT SIGN PINTO 27 AND GO SW FOR 12.5 MILES, TURN LEFT AT SIGN
 HO0613'PINTO CCC CAMP AND GO 10.2 MILES TO THE VILLAGE OF PINTO,
 HO0613'CONTINUE STRAIGHT AHEAD W FOR 0.2 MILE, TURN LEFT AT SIGN
 HO0613'PINE VALLEY 15 AND GO SOUTHERLY FOR 7.2 MILES TO A DIM ROAD
 HO0613'TO THE LEFT, E HEADING TOWARDS THE NE END OF THE VALLEY, TURN
 HO0613'LEFT AND GO 1.5 MILES TO THE RENCHER RANCH AND END OF TRUCK
 HO0613'TRAVEL.  FROM THE RANCH THE STATION LIES NNE ABOUT 4 MILES
 HO0613'AIRLINE AND ABOUT 6 MILES BY TRAIL.  IT IS ABOUT A 4 HOUR
 HO0613'PACK.  FROM THE RANCH GO NE TO MOUTH OF CANYON THEN FOLLOW
 HO0613'A WELL DEFINED TRAIL UP THE LEFT SIDE OF THE CANYON TO THE TOP
 HO0613'OF THE MESA FOLLOWING THE MAIN TRAIL N AND E FOR ABOUT 3
 HO0613'MILES TO TOP OF A RIDGE, THE FIRST POINT FROM WHICH THE STATION
 HO0613'PEAK CAN BE SEEN (ABOUT 2 MILES N) THEN CONTINUE ON TRAIL A
 HO0613'SHORT DISTANCE TO WHERE IT DROPS DOWN INTO A SMALL CREEK BOTTOM.
 HO0613'HERE LEAVE THE MAIN TRAIL AND BEAR LEFT TO THE BOTTOM OF THE MAIN
 HO0613'CANYON THAT HEADS FOR THE PEAK.  FOLLOW THE TRAIL ALONG THE
 HO0613'CREEK NORTH THEN NW TO THE WESTERN SLOPE OF THE PEAK.  FROM
 HO0613'THE SADDLE ON THE MAIN RIDGE GO EAST UP THE ROCKY RIDGE TO TOP
 HO0613'THEN EAST ALONG THE TOP OF HIGHEST POINT AND STATION.  THIS
 HO0613'ROUTE IS A LITTLE LONGER THAN GOING UP THE SOUTH SLOPE BUT
 HO0613'IS A MORE GRADUAL CLIMB AND IS FREE OF BRUSH.
 HO0613'
 HO0613'THE STATION MARK IS ON TOP OF A LARGE ROCK, ABOUT 15 FEET IN
 HO0613'DIAMETER AT THE SE POINT OF THE MOUNTAIN.
 HO0613'
 HO0613'THE AZIMUTH MARK IS ON THE TOP OF A LARGE ROCK, ABOUT 15 FEET
 HO0613'HIGH ON THE WEST SIDE OF THE TRAIL, ON THE RIDGE FROM WHICH
 HO0613'THE STATION IS FIRST SEEN.  IT IS ABOUT 2 MILES SSW OF STATION.
 HO0613
 HO0613                          STATION RECOVERY (1957)
 HO0613
 HO0613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 HO0613'ALL MARKS IN GOOD CONDITION.  NEW TO REACH
 HO0613'AS FOLLOWS
 HO0613'
 HO0613'TO REACH FROM PAGES RANCH, DRIVE SW. ON PINTO ROAD FOR 2.4 MI. TO RD.
 HO0613'FORKS AND SIGN ---PINTO SPRING 4.0 LONG FLAT 11---, TAKE LEFT FORK OFF
 HO0613'MAIN RD. AND CONTINUE ON TRACK RD. FOR 4.0 MI. TO PINTO SPRING,
 HO0613'CONTINUE ON TRACK RD. FOR 7.6 MI. TO POND AND END TRUCK TRAVEL.  PACK
 HO0613'W. TO TOP OF RENCHER PEAK AND STATION.  ABOUT 40 MINUTE PACK.
 HO0613'
 HO0613'STATION MARK--BRONZE TABLET SET IN BEDROCK.
 HO0613
 HO0613                          STATION RECOVERY (2019)
 HO0613
 HO0613'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (TWG)
 HO0613'TO REACH FROM THE INTERSECTION OF US 56 AND PINTO ROAD, TAKE PINTO
 HO0613'ROAD FOR 4.6 MI (7.4 KM) AND TURN SOUTH TOWARD GRANTS RANCH.  GO 3.6
 HO0613'MI (5.8 KM) TO A FORK, TAKE THE RIGHT FORK AND GO 0.3 MI (0.5 KM) TO
 HO0613'END OF TRUCK TRAVEL.  HIKE THE UPPER GRANTS RANCH TRAIL TO THE LONG
 HO0613'FLAT RESERVOIR AND THEN CROSS COUNTRY TO THE HIGHPOINT AND STATION.
 HO0613'THIS IS AN 8.9 MI (14.3 KM) ROUND TRIP HIKE.
 HO0613'
 HO0613'THE STATION MARK IS STILL EASILY SEEN ATOP A LARGE ROCK, BUT THE
 HO0613'REFERENCE MARKS ARE HIDDEN UNDER OVERGROWN GAMBLE OAKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0519 ***********************************************************************
 LP0519  DESIGNATION -  REPEATER
 LP0519  PID         -  LP0519
 LP0519  STATE/COUNTY-  UT/TOOELE
 LP0519  COUNTRY     -  US
 LP0519  USGS QUAD   -  WIG MOUNTAIN (2017)
 LP0519
 LP0519                         *CURRENT SURVEY CONTROL
 LP0519  ______________________________________________________________________
 LP0519* NAD 83(1994) POSITION- 40 22 07.89415(N) 113 00 11.20009(W)   ADJUSTED
 LP0519* NAVD 88 ORTHO HEIGHT -  2146.1   (meters)     7041.    (feet) VERTCON3
 LP0519  ______________________________________________________________________
 LP0519  GEOID HEIGHT    -        -18.001 (meters)                     GEOID18
 LP0519  LAPLACE CORR    -          6.16  (seconds)                    DEFLEC18
 LP0519  HORZ ORDER      -  FIRST
 LP0519
 LP0519.The horizontal coordinates were established by classical geodetic methods
 LP0519.and adjusted by the National Geodetic Survey in November 1997.
 LP0519
 LP0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0519
 LP0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0519.GEOID18 height accuracy estimate available here.
 LP0519
 LP0519.Click photographs - Photos may exist for this station.
 LP0519
 LP0519.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0519
 LP0519. The following values were computed from the NAD 83(1994) position.
 LP0519
 LP0519;                    North         East     Units Scale Factor Converg.
 LP0519;SPC UT C     - 2,227,058.123   372,350.246   MT  0.99994217   -0 57 46.3
 LP0519;SPC UT C     - 7,306,606.53  1,221,619.10   sFT  0.99994217   -0 57 46.3
 LP0519;UTM  12      - 4,470,624.279   329,932.955   MT  0.99995604   -1 17 51.9
 LP0519
 LP0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0519!SPC UT C     -   0.99966627  x   0.99994217  =   0.99960846
 LP0519!UTM  12      -   0.99966627  x   0.99995604  =   0.99962232
 LP0519
 LP0519:                Primary Azimuth Mark                     Grid Az
 LP0519:SPC UT C     -  REPEATER AZ MK                           311 01 32.5
 LP0519:UTM  12      -  REPEATER AZ MK                           311 21 38.1
 LP0519
 LP0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK2993270624(NAD 83)
 LP0519
 LP0519|---------------------------------------------------------------------|
 LP0519| PID    Reference Object                     Distance      Geod. Az  |
 LP0519|                                                           dddmmss.s |
 LP0519| CM5860 REPEATER RM 1                        13.120 METERS 05740     |
 LP0519| CM5861 REPEATER RM 2                         6.237 METERS 19726     |
 LP0519| CM5859 REPEATER AZ MK                                     3100346.2 |
 LP0519|---------------------------------------------------------------------|
 LP0519
 LP0519                          SUPERSEDED SURVEY CONTROL
 LP0519
 LP0519  NAD 83(1986)-  40 22 07.88598(N)    113 00 11.18926(W) AD(       ) 1
 LP0519  NAD 27      -  40 22 08.10929(N)    113 00 08.27537(W) AD(       ) 1
 LP0519  NGVD 29 (07/19/86) 2145.0    (m)         7037.     (f) VERT ANG       
 LP0519
 LP0519.Superseded values are not recommended for survey control.
 LP0519
 LP0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0519.See file dsdata.pdf to determine how the superseded data were derived.
 LP0519
 LP0519_MARKER: DS = TRIANGULATION STATION DISK
 LP0519_SETTING: 80 = SET IN A BOULDER
 LP0519_STAMPING: REPEATER 1965
 LP0519_MARK LOGO: CGS
 LP0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0519+STABILITY: SURFACE MOTION
 LP0519
 LP0519  HISTORY     - Date     Condition        Report By
 LP0519  HISTORY     - 1965     MONUMENTED       CGS
 LP0519
 LP0519                          STATION DESCRIPTION
 LP0519
 LP0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0519'STATION IS LOCATED AIRLINE, ABOUT 30 MILES SOUTH-SOUTHWEST OF
 LP0519'DELLE, 28 MILES SOUTH-SOUTHEAST OF KNOLLS, 17 MILES NORTHWEST
 LP0519'OF DUGWAY AND ON A HIGH PROMINENT PEAK NEAR THE SOUTH END OF THE
 LP0519'CEDAR MOUNTAIN RANGE.
 LP0519'
 LP0519'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 LP0519'SKULL VALLEY ROAD AT TEMPIE, WHICH IS 15 MILES NORTHWEST OF
 LP0519'GRANTSVILLE ON U.S. HIGHWAY 40, GO SOUTH ON SKULL VALLEY ROAD
 LP0519'FOR 15.5 MILES TO THE IOSEPA RANCH, CONTINUE SOUTH ON THE PAVED
 LP0519'ROAD FOR 1.65 MILES TO A BLADED ROAD RIGHT.  TURN RIGHT AND GO
 LP0519'WEST ON THE BLADED ROAD FOR 0.3 MILE TO A FORK.  TAKE THE LEFT
 LP0519'FORK AND CONTINUE SOUTHWEST ON THE BLADED ROAD FOR 12.9 MILES
 LP0519'TO A FORK AND SIGN WILD HORSE PROTECTION AND MANAGEMENT AREA.
 LP0519'TAKE THE LEFT FORK AND GO SOUTH ON A TRACK ROAD FOR 0.05 MILE
 LP0519'TO A CROSSROAD.  CONTINUE SOUTHERLY ON THE TRACK ROAD FOR
 LP0519'0.75 MILE TO A TRACK ROAD RIGHT.  KEEP LEFT AND CONTINUE
 LP0519'SOUTH ON THE MAIN ROAD FOR 0.1 MILE TO A TRACK ROAD LEFT.  KEEP
 LP0519'RIGHT AND CONTINUE SOUTH ON THE MAIN ROAD FOR 1.15 MILES TO
 LP0519'A CROSSROAD.  TURN RIGHT AND GO WEST ON A BLADED ROAD FOR 2.15
 LP0519'MILES TO A REVERSE FORK ON THE RIGHT.  CONTINUE WESTERLY
 LP0519'ON THE BLADED ROAD FOR 0.8 MILE TO A REVERSE FORK ON THE
 LP0519'LEFT.  TURN SHARP LEFT AND GO SOUTHERLY ON A BLADED ROAD,
 LP0519'UPHILL, FOR 1.7 MILES TO THE HIGHEST POINT, END OF THE ROAD
 LP0519'AND THE STATION.  THERE ARE SEVERAL FORKS IN THE LAST 1.7
 LP0519'MILES BUT THEY ALL GO TO THE SAME PLACE.
 LP0519'
 LP0519'THE AZIMUTH MARK IS 0.4 MILE BEFORE REACHING THE STATION AND IS
 LP0519'ON THE RIGHT, ABOUT 200 FEET NORTHWEST OF A ROAD FORK.
 LP0519'
 LP0519'STATION MARK IS A STANDARD DISK, STAMPED REPEATER 1965, CEMENTED
 LP0519'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE
 LP0519'THE GROUND SURFACE.  IT IS 20.5 FEET NORTH OF THE CENTER OF THE
 LP0519'ROAD, 8.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BUILDING
 LP0519'AND 4 FEET SOUTH OF AN ANTENNA POLE.
 LP0519'
 LP0519'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED REPEATER NO 1 1965,
 LP0519'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH PROJECTS ABOUT
 LP0519'3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 29.5 FEET
 LP0519'EAST OF THE SOUTHEAST CORNER OF THE BUILDING, 10 FEET NORTH
 LP0519'OF THE CENTER OF THE ROAD AND ABOUT 6 FEET LOWER IN ELEVATION
 LP0519'THAN THE STATION.
 LP0519'
 LP0519'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED REPEATER NO 2 1965,
 LP0519'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH PROJECTS ABOUT
 LP0519'1 FOOT ABOVE THE GROUND SURFACE.  IT IS 25 FEET SOUTHWEST OF
 LP0519'THE ANTENNA POLE, 10.5 FEET NORTH OF THE CENTER OF THE ROAD AND
 LP0519'ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION.
 LP0519'
 LP0519'AZIMUTH MARK IS A STANDARD DISK, STAMPED REPEATER 1965, CEMENTED
 LP0519'IN A DRILL HOLE IN AN OUTCROP WHICH PROJECTS ABOUT 6 INCHES ABOVE
 LP0519'THE GROUND SURFACE.  IT IS 19 FEET WEST OF THE HIGHEST POINT
 LP0519'OF A LOW KNOLL, 7 FEET NORTH OF A WITNESS POST AND 3 FEET SOUTH
 LP0519'OF A FORKED TREE.
 LP0519'
 LP0519'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0596 ***********************************************************************
 JO0596  DESIGNATION -  RESERVOIR
 JO0596  PID         -  JO0596
 JO0596  STATE/COUNTY-  UT/MILLARD
 JO0596  COUNTRY     -  US
 JO0596  USGS QUAD   -  DEADMAN POINT (2017)
 JO0596
 JO0596                         *CURRENT SURVEY CONTROL
 JO0596  ______________________________________________________________________
 JO0596* NAD 83(1994) POSITION- 38 54 26.93706(N) 113 47 24.24864(W)   ADJUSTED
 JO0596* NAVD 88 ORTHO HEIGHT -  1766.6   (meters)     5796.    (feet) VERTCON3
 JO0596  ______________________________________________________________________
 JO0596  GEOID HEIGHT    -        -20.518 (meters)                     GEOID18
 JO0596  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 JO0596  HORZ ORDER      -  FIRST
 JO0596
 JO0596.The horizontal coordinates were established by classical geodetic methods
 JO0596.and adjusted by the National Geodetic Survey in November 1997.
 JO0596
 JO0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0596
 JO0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0596.GEOID18 height accuracy estimate available here.
 JO0596
 JO0596.Click photographs - Photos may exist for this station.
 JO0596
 JO0596.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0596
 JO0596. The following values were computed from the NAD 83(1994) position.
 JO0596
 JO0596;                    North         East     Units Scale Factor Converg.
 JO0596;SPC UT C     - 2,066,286.139   301,377.458   MT  1.00002874   -1 28 01.1
 JO0596;SPC UT C     - 6,779,140.44    988,769.21   sFT  1.00002874   -1 28 01.1
 JO0596;UTM  12      - 4,310,211.170   258,068.326   MT  1.00032079   -1 45 11.5
 JO0596
 JO0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0596!SPC UT C     -   0.99972612  x   1.00002874  =   0.99975485
 JO0596!UTM  12      -   0.99972612  x   1.00032079  =   1.00004682
 JO0596
 JO0596:                Primary Azimuth Mark                     Grid Az
 JO0596:SPC UT C     -  RESERVOIR AZ MK                          299 58 01.5
 JO0596:UTM  12      -  RESERVOIR AZ MK                          300 15 11.9
 JO0596
 JO0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ5806810211(NAD 83)
 JO0596
 JO0596|---------------------------------------------------------------------|
 JO0596| PID    Reference Object                     Distance      Geod. Az  |
 JO0596|                                                           dddmmss.s |
 JO0596| JO0594 ROCK RESERVOIR                      APPROX.10.3 KM 0061558.7 |
 JO0596| KO0468 STANDPIPE NEAR CROSS                APPROX.19.4 KM 0065322.9 |
 JO0596| CM5866 RESERVOIR RM 1                        9.951 METERS 03524     |
 JO0596| CM5867 RESERVOIR RM 2                        9.208 METERS 12737     |
 JO0596| CM5865 RESERVOIR AZ MK                                    2983000.4 |
 JO0596|---------------------------------------------------------------------|
 JO0596
 JO0596                          SUPERSEDED SURVEY CONTROL
 JO0596
 JO0596  NAD 83(1986)-  38 54 26.93261(N)    113 47 24.24858(W) AD(       ) 1
 JO0596  NAD 27      -  38 54 27.11010(N)    113 47 21.31770(W) AD(       ) 1
 JO0596  NGVD 29 (07/19/86) 1765.4    (m)         5792.     (f) VERT ANG       
 JO0596
 JO0596.Superseded values are not recommended for survey control.
 JO0596
 JO0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0596.See file dsdata.pdf to determine how the superseded data were derived.
 JO0596
 JO0596_MARKER: DS = TRIANGULATION STATION DISK
 JO0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0596_STAMPING: RESERVOIR 1957
 JO0596_MARK LOGO: CGS
 JO0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0596+STABILITY: SURFACE MOTION
 JO0596
 JO0596  HISTORY     - Date     Condition        Report By
 JO0596  HISTORY     - 1957     MONUMENTED       CGS
 JO0596  HISTORY     - 1958     GOOD             USGS
 JO0596  HISTORY     - 20030808 GOOD             INDIV
 JO0596
 JO0596                          STATION DESCRIPTION
 JO0596
 JO0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 JO0596'THE STATION IS LOCATED AIRLINE, ABOUT 19 MILES SOUTHEAST OF
 JO0596'BAKER AND ABOUT 13 MILES EAST-SOUTHEAST OF GARRISON, IN THE
 JO0596'FOOT HILLS AT THE SOUTHEASTERN PART OF THE SNAKE VALLEY.
 JO0596'
 JO0596'THE STATION IS A STANDARD DISK STAMPED RESERVOIR 1957 SET IN
 JO0596'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 JO0596'4 INCHES ABOVE THE GROUND.  IT IS 15 FEET EAST OF THE CENTER
 JO0596'LINE OF A TRACK ROAD AND 9.5 FEET NORTH OF A WHITE WITNESS POST.
 JO0596'
 JO0596'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED RESERVOIR
 JO0596'NO 1 1957 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JO0596'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND AND IS ABOUT THE
 JO0596'SAME ELEVATION AS THE STATION.
 JO0596'
 JO0596'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED RESERVOIR
 JO0596'NO 2 1957 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JO0596'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT 1 FOOT
 JO0596'LOWER THAN THE STATION.
 JO0596'
 JO0596'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RESERVOIR 1957
 JO0596'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JO0596'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 28 FEET NORTH OF THE
 JO0596'CENTER LINE OF A ROAD FORK.
 JO0596'
 JO0596'TO REACH THE STATION FROM THE POST OFFICE IN DELTA, GO SOUTH
 JO0596'FOR 0.05 MILE.  TURN RIGHT AND GO WESTERLY ON U.S. HIGHWAY 50
 JO0596'AND 6 FOR 62.9 MILES TO THE SUMMIT OF KING CANYON PASS.  CONTINUE
 JO0596'WESTERLY ON THE HIGHWAY FOR 6.4 MILES TO A DIAGONAL, GRAVELED
 JO0596'CROSS-ROAD AND STATION CROSS, IN THE NORTHWEST ANGLE.  TURN
 JO0596'LEFT, OFF THE HIGHWAY AND GO SOUTH ON THE GRAVELED SIDE ROAD
 JO0596'FOR 4.15 MILES TO A LARGE STONE RESERVOIR ON THE RIGHT, WEST
 JO0596'SIDE.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 1.35 MILES.
 JO0596'TAKE THE LEFT FORK AND GO SOUTHEAST FOR 0.8 MILE TO A SIDE
 JO0596'ROAD ON THE RIGHT.  TURN RIGHT ONTO THE SIDE ROAD AND GO
 JO0596'SOUTH FOR 3.7 MILES TO A LARGE SHEEP CORRAL ON THE LEFT,
 JO0596'EAST SIDE.  CONTINUE STRAIGHT AHEAD, SOUTH FOR 0.85 MILE
 JO0596'TO A REVERSE Y-FORK AND THE AZIMUTH MARK.  CONTINUE
 JO0596'STRAIGHT AHEAD, SOUTH FOR 0.25 MILE TO A DIM SIDE ROAD, LEFT.
 JO0596'TURN LEFT ONTO THE DIM SIDE ROAD AND GO NORTHEAST AND NORTH
 JO0596'OVER THE TOPS OF A FEW SMALL RIDGES FOR 0.2 MILE TO THE
 JO0596'HIGHEST POINT OF A SMALL RIDGE, A WHITE WITNESS POST AND
 JO0596'THE STATION.
 JO0596'
 JO0596'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
 JO0596
 JO0596                          STATION RECOVERY (1958)
 JO0596
 JO0596'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JO0596'RECOVERED IN GOOD CONDITION.
 JO0596'
 JO0596'STATION MARK--STANDARD DISK, STAMPED ---RESERVOIR 1957---, SET IN
 JO0596'TOP OF A 10 IN. SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 IN.
 JO0596'ABOVE THE GROUND.
 JO0596
 JO0596                          STATION RECOVERY (2003)
 JO0596
 JO0596'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HDM)
 JO0596'STATION MARK, BOTH REFERENCE MARKS, AND AZIMUTH MARK FOUND IN GOOD
 JO0596'CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0405 ***********************************************************************
 JN0405  DESIGNATION -  RESERVOIR
 JN0405  PID         -  JN0405
 JN0405  STATE/COUNTY-  UT/EMERY
 JN0405  COUNTRY     -  US
 JN0405  USGS QUAD   -  GREEN RIVER (2017)
 JN0405
 JN0405                         *CURRENT SURVEY CONTROL
 JN0405  ______________________________________________________________________
 JN0405* NAD 83(1994) POSITION- 38 59 29.27389(N) 110 10 01.15217(W)   ADJUSTED
 JN0405* NAVD 88 ORTHO HEIGHT -  1269.    (meters)     4163.    (feet) SCALED
 JN0405  ______________________________________________________________________
 JN0405  GEOID HEIGHT    -        -20.133 (meters)                     GEOID18
 JN0405  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 JN0405  HORZ ORDER      -  THIRD
 JN0405
 JN0405.The horizontal coordinates were established by classical geodetic methods
 JN0405.and adjusted by the National Geodetic Survey in November 1997.
 JN0405
 JN0405.The orthometric height was scaled from a topographic map.
 JN0405
 JN0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0405.GEOID18 height accuracy estimate available here.
 JN0405
 JN0405.Click photographs - Photos may exist for this station.
 JN0405
 JN0405.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0405
 JN0405. The following values were computed from the NAD 83(1994) position.
 JN0405
 JN0405;                    North         East     Units Scale Factor Converg.
 JN0405;SPC UT C     - 2,073,927.292   615,484.473   MT  1.00000632   +0 51 14.0
 JN0405;SPC UT C     - 6,804,209.79  2,019,301.98   sFT  1.00000632   +0 51 14.0
 JN0405;UTM  12      - 4,316,159.426   572,141.281   MT  0.99966408   +0 31 27.0
 JN0405
 JN0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0405!SPC UT C     -   0.99980410  x   1.00000632  =   0.99981042
 JN0405!UTM  12      -   0.99980410  x   0.99966408  =   0.99946825
 JN0405
 JN0405:                Primary Azimuth Mark                     Grid Az
 JN0405:SPC UT C     -  GREEN RIVER EAST BASE                    300 11 55.7
 JN0405:UTM  12      -  GREEN RIVER EAST BASE                    300 31 42.7
 JN0405
 JN0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ7214116159(NAD 83)
 JN0405
 JN0405|---------------------------------------------------------------------|
 JN0405| PID    Reference Object                     Distance      Geod. Az  |
 JN0405|                                                           dddmmss.s |
 JN0405| JN0407 GREEN RIVER SCHOOLHOUSE             APPROX. 0.5 KM 0573705.4 |
 JN0405| JN0408 GREEN RIVER HOTEL                   164.725 METERS 10223     |
 JN0405| JN0409 GREEN RIVER EAST BASE               451.934 METERS 3010309.7 |
 JN0405|---------------------------------------------------------------------|
 JN0405
 JN0405                          SUPERSEDED SURVEY CONTROL
 JN0405
 JN0405  NAD 83(1986)-  38 59 29.26226(N)    110 10 01.14525(W) AD(       ) 3
 JN0405  NAD 27      -  38 59 29.36200(N)    110 09 58.65100(W) AD(       ) 3
 JN0405  USCA        -  38 59 24.04000(N)    110 10 04.64000(W) AD(       ) 3
 JN0405  USSD        -  38 59 30.03100(N)    110 09 59.25000(W) AD(       ) 3
 JN0405
 JN0405.Superseded values are not recommended for survey control.
 JN0405
 JN0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0405.See file dsdata.pdf to determine how the superseded data were derived.
 JN0405
 JN0405_MARKER: H = DRILL HOLE
 JN0405_SETTING: 0 = UNSPECIFIED SETTING
 JN0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0405
 JN0405  HISTORY     - Date     Condition        Report By
 JN0405  HISTORY     - 1898     MONUMENTED       CGS
 JN0405  HISTORY     - 1954     SEE DESCRIPTION  USGS
 JN0405
 JN0405                          STATION DESCRIPTION
 JN0405
 JN0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (CHS)
 JN0405'ON THE HIGH HILL JUST SOUTH OF THE RAILROAD AT GREEN RIVER,
 JN0405'NEAR AN OLD ABANDONED RESERVOIR.  THE STATION IS MARKED BY A
 JN0405'DRILL HOLE IN A PIECE OF SANDSTONE, 6 FEET FROM THE NORTH EDGE
 JN0405'OF THE RESERVOIR.
 JN0405
 JN0405                          STATION RECOVERY (1954)
 JN0405
 JN0405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JN0405'STATION PROBABLY DESTROYED.  THE OLD RESERVOIR FOUNDATION WAS
 JN0405'FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0659 ***********************************************************************
 MR0659  DESIGNATION -  REX
 MR0659  PID         -  MR0659
 MR0659  STATE/COUNTY-  UT/RICH
 MR0659  COUNTRY     -  US
 MR0659  USGS QUAD   -  REX PEAK (2017)
 MR0659
 MR0659                         *CURRENT SURVEY CONTROL
 MR0659  ______________________________________________________________________
 MR0659* NAD 83(1994) POSITION- 41 39 22.05664(N) 111 05 38.47373(W)   ADJUSTED
 MR0659* NAVD 88 ORTHO HEIGHT -  2438.4   (meters)     8000.    (feet) VERTCON3
 MR0659  ______________________________________________________________________
 MR0659  GEOID HEIGHT    -        -14.718 (meters)                     GEOID18
 MR0659  LAPLACE CORR    -          8.97  (seconds)                    DEFLEC18
 MR0659  HORZ ORDER      -  SECOND
 MR0659
 MR0659.The horizontal coordinates were established by classical geodetic methods
 MR0659.and adjusted by the National Geodetic Survey in November 1997.
 MR0659
 MR0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0659
 MR0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0659.GEOID18 height accuracy estimate available here.
 MR0659
 MR0659.Click photographs - Photos may exist for this station.
 MR0659
 MR0659.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0659
 MR0659. The following values were computed from the NAD 83(1994) position.
 MR0659
 MR0659;                    North         East     Units Scale Factor Converg.
 MR0659;SPC UT N     - 1,146,978.612   533,815.457   MT  0.99998183   +0 16 03.7
 MR0659;SPC UT N     - 3,763,045.66  1,751,359.55   sFT  0.99998183   +0 16 03.7
 MR0659;SPC WY W     -   228,879.645   715,819.233   MT  1.00002467   -0 40 18.5
 MR0659;SPC WY W     -   750,915.97  2,348,483.60   sFT  1.00002467   -0 40 18.5
 MR0659;UTM  12      - 4,611,601.798   492,171.666   MT  0.99960075   -0 03 45.0
 MR0659
 MR0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0659!SPC UT N     -   0.99961999  x   0.99998183  =   0.99960183
 MR0659!SPC WY W     -   0.99961999  x   1.00002467  =   0.99964466
 MR0659!UTM  12      -   0.99961999  x   0.99960075  =   0.99922090
 MR0659
 MR0659:                Primary Azimuth Mark                     Grid Az
 MR0659:SPC UT N     -  REX 2 AZ MK                              348 36 09.8
 MR0659:SPC WY W     -  REX 2 AZ MK                              349 32 32.0
 MR0659:UTM  12      -  REX 2 AZ MK                              348 55 58.5
 MR0659
 MR0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM9217111601(NAD 83)
 MR0659
 MR0659|---------------------------------------------------------------------|
 MR0659| PID    Reference Object                     Distance      Geod. Az  |
 MR0659|                                                           dddmmss.s |
 MR0659| CM5875 REX RM 1                              6.974 METERS 08206     |
 MR0659| CM5874 REX AZ MK                                          0953041.8 |
 MR0659| CM5876 REX RM 2                              7.912 METERS 18629     |
 MR0659| MR0660 REX 2                                 1.634 METERS 23113     |
 MR0659| MR0658 REX 2 AZ MK                         APPROX. 1.6 KM 3485213.5 |
 MR0659|---------------------------------------------------------------------|
 MR0659
 MR0659                          SUPERSEDED SURVEY CONTROL
 MR0659
 MR0659  NAD 83(1993)-  41 39 22.05650(N)    111 05 38.47372(W) AD(       ) 2
 MR0659  NAD 83(1986)-  41 39 22.04328(N)    111 05 38.46728(W) AD(       ) 2
 MR0659  NAD 27      -  41 39 22.24510(N)    111 05 35.77340(W) AD(       ) 2
 MR0659  NGVD 29 (08/09/96) 2437.0    (m)         7995.     (f) VERT ANG       
 MR0659  NGVD 29 (07/19/86) 2437.2    (m)         7996.     (f) VERT ANG       
 MR0659
 MR0659.Superseded values are not recommended for survey control.
 MR0659
 MR0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0659.See file dsdata.pdf to determine how the superseded data were derived.
 MR0659
 MR0659_MARKER: DS = TRIANGULATION STATION DISK
 MR0659_SETTING: 66 = SET IN ROCK OUTCROP
 MR0659
 MR0659  HISTORY     - Date     Condition        Report By
 MR0659  HISTORY     - 1962     MONUMENTED       CGS
 MR0659  HISTORY     - 1966     GOOD             USGS
 MR0659  HISTORY     - 1966     GOOD             USGS
 MR0659  HISTORY     - 1972     GOOD             NGS
 MR0659
 MR0659                          STATION DESCRIPTION
 MR0659
 MR0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0659'THE STATION IS LOCATED ON REX PEAK, WHICH IS THE HIGHEST POINT
 MR0659'ALONG THE CRAWFORD MOUNTAIN RANGE.  IT IS 2-1/2 MILES WEST OF
 MR0659'THE UTAH-WYOMING STATE LINE, 4-1/2 MILES EAST OF RANDOLPH AND
 MR0659'28 MILES NORTH NORTHWEST OF EVANSTON.
 MR0659'
 MR0659'TO REACH FROM THE POST OFFICE IN RANDOLPH, UTAH GO NORTH ON
 MR0659'STATE HIGHWAY 3 FOR 1.6 MILES TO A SIDE ROAD RIGHT AND SIGN
 MR0659'CRAWFORD MTN.  TURN RIGHT EASTERLY AND FOLLOW GRAVELED ROAD
 MR0659'FOR 3.1 MILES TO A FORK.  TAKE THE RIGHT FORK FOR 0.5 MILE TO A
 MR0659'BRIDGE OVER BEAR RIVER.  CONTINUE AHEAD FOR 1.5 MILES TO A
 MR0659'CATTLE GUARD AND A CROSS ROAD JUST NORTH OF RANCH BUILDINGS.
 MR0659'CONTINUE EAST, INTO THE MOUTH OF THE CANYON AND FOLLOW THE
 MR0659'MAIN ROAD UP HILL FOR 0.75 MILE TO A FORK, TAKE THE RIGHT FORK
 MR0659'THE MAIN ROAD FOR 1.15 MILES TO A FORK AND SIGN DRY HOLLOW.  TAKE
 MR0659'THE LEFT FORK BLADED ROAD FOR 1.15 MILES TO A SIDE ROAD LEFT.
 MR0659'CONTINUE AHEAD FOR 0.4 MILE TO A CROSS ROAD, CONTINUE AHEAD FOR
 MR0659'0.4 MILE TO THE AZIMUTH MARK ON THE LEFT, SOUTH ABOUT 0.15 MILE.
 MR0659'CONTINUE FOR 0.6 MILE TO A T-ROAD.  TURN RIGHT ON THE MAIN ROAD
 MR0659'FOR 0.2 MILE TO A JOG TO THE RIGHT AND CONTINUE UP THE HILL ALONG
 MR0659'THE RIDGE PASSING BY THE STATION ON THE RIGHT FOR 0.2 MILE.
 MR0659'THEN TURN SHARP RIGHT AND GO BACK UP ALONG THE EAST SIDE OF THE
 MR0659'CUT FOR 0.15 MILE TO THE HIGHEST POINT AND THE STATION.
 MR0659'
 MR0659'THE STATION MARK IS A STANDARD DISK, STAMPED REX 1962, CEMENTED
 MR0659'IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE SURFACE
 MR0659'OF THE GROUND.  IT IS ON THE HIGHEST POINT AND 18 FEET SOUTH
 MR0659'OF WHERE IT DROPS OFF TO THE NORTH.
 MR0659'
 MR0659'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED REX NO 1 1962,
 MR0659'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 MR0659'SURFACE OF THE GROUND.  IT IS 8 FEET SOUTH OF WHERE IT DROPS
 MR0659'OFF TO THE NORTH AND 1 FOOT LOWER THAN THE STATION MARK.
 MR0659'
 MR0659'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED REX NO 2 1962,
 MR0659'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 MR0659'SURFACE OF THE GROUND.  IT IS 3 FEET NORTH EAST OF WHERE IT
 MR0659'DROPS OFF TO THE SOUTHWEST AND 1 FOOT LOWER THAN THE STATION
 MR0659'MARK.
 MR0659'
 MR0659'REX NO. 2 (USGS) IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 MR0659'REX NO. 2 1952, BRAZED TO THE TOP OF A 3 INCH PIPE PROJECTING
 MR0659'6 INCHES.  IT IS 6 INCHES HIGHER THAN THE STATION MARK.  THE
 MR0659'PIPE IS NOT SOLID.
 MR0659'
 MR0659'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED REX 1962, CEMENTED
 MR0659'IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING 8 INCHES.
 MR0659'IT IS 12 FEET WEST OF A WITNESS POST, 40 FEET NORTHEAST OF
 MR0659'THE HIGHEST POINT AND 0.15 MILE SOUTH OF THE ROAD.
 MR0659
 MR0659                          STATION RECOVERY (1966)
 MR0659
 MR0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MR0659'RECOVERED IN GOOD CONDITION.
 MR0659
 MR0659                          STATION RECOVERY (1966)
 MR0659
 MR0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MR0659'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 41111-1,
 MR0659'STATION 1003.
 MR0659
 MR0659                          STATION RECOVERY (1972)
 MR0659
 MR0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MR0659'THE STATION MARK, REFERENCE MARK 1, THE AZIMUTH MARK AND REX NO.
 MR0659'2 USGS WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 MR0659'MARK 2 HAS BEEN DESTROYED BY MINING OPERATIONS.  DUE TO HIGH
 MR0659'WINDS THE DISTANCES TO THE REFERENCE MARKS WAS NOT CHECKED, THE
 MR0659'ANGLES TO THE MARKS CHECK THE 1962 DATA.
 MR0659'
 MR0659'THE STATION WAS MOVED AT THIS TIME ON A LOWER POINT WHICH IS 0.6
 MR0659'MILE NORTHWEST.
 MR0659'
 MR0659'R.M. 1 AND REX NO 2 USGS ARE 1962 MEASUREMENTS.
 MR0659'
 MR0659'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MR0659'
 MR0659'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 MR0659'EAST OF RANDOLPH
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0657 ***********************************************************************
 MR0657  DESIGNATION -  REX 2
 MR0657  PID         -  MR0657
 MR0657  STATE/COUNTY-  UT/RICH
 MR0657  COUNTRY     -  US
 MR0657  USGS QUAD   -  REX PEAK (2017)
 MR0657
 MR0657                         *CURRENT SURVEY CONTROL
 MR0657  ______________________________________________________________________
 MR0657* NAD 83(1994) POSITION- 41 39 51.57286(N) 111 05 56.68459(W)   NO CHECK
 MR0657* NAVD 88 ORTHO HEIGHT -  2376.9   (meters)     7798.    (feet) VERTCON3
 MR0657  ______________________________________________________________________
 MR0657  GEOID HEIGHT    -        -14.728 (meters)                     GEOID18
 MR0657  LAPLACE CORR    -         14.39  (seconds)                    DEFLEC18
 MR0657  HORZ ORDER      -  THIRD
 MR0657
 MR0657.The horizontal coordinates were established by classical geodetic methods
 MR0657.and adjusted by the National Geodetic Survey in November 1997.
 MR0657
 MR0657.No horizontal observational check was made to the station.
 MR0657
 MR0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0657
 MR0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0657.GEOID18 height accuracy estimate available here.
 MR0657
 MR0657.Click photographs - Photos may exist for this station.
 MR0657
 MR0657.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0657
 MR0657. The following values were computed from the NAD 83(1994) position.
 MR0657
 MR0657;                    North         East     Units Scale Factor Converg.
 MR0657;SPC UT N     - 1,147,887.261   533,389.913   MT  0.99998285   +0 15 51.7
 MR0657;SPC UT N     - 3,766,026.79  1,749,963.41   sFT  0.99998285   +0 15 51.7
 MR0657;UTM  12      - 4,612,512.536   491,751.525   MT  0.99960084   -0 03 57.1
 MR0657
 MR0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0657!SPC UT N     -   0.99962964  x   0.99998285  =   0.99961249
 MR0657!UTM  12      -   0.99962964  x   0.99960084  =   0.99923062
 MR0657
 MR0657:                Primary Azimuth Mark                     Grid Az
 MR0657:SPC UT N     -  REX 2 AZ MK                              009 07 56.6
 MR0657:UTM  12      -  REX 2 AZ MK                              009 27 45.4
 MR0657
 MR0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM9175112512(NAD 83)
 MR0657
 MR0657|---------------------------------------------------------------------|
 MR0657| PID    Reference Object                     Distance      Geod. Az  |
 MR0657|                                                           dddmmss.s |
 MR0657| MR0658 REX 2 AZ MK                         APPROX. 0.7 KM 0092348.3 |
 MR0657| CM5877 REX 2 RM 3                            6.720 METERS 02035     |
 MR0657| CM5878 REX 2 RM 4                            5.440 METERS 29544     |
 MR0657|---------------------------------------------------------------------|
 MR0657
 MR0657                          SUPERSEDED SURVEY CONTROL
 MR0657
 MR0657  NAD 83(1993)-  41 39 51.57272(N)    111 05 56.68460(W) AD(       ) 3
 MR0657  NAD 83(1986)-  41 39 51.55948(N)    111 05 56.67821(W) AD(       ) 3
 MR0657  NAD 27      -  41 39 51.76203(N)    111 05 53.98319(W) AD(       ) 3
 MR0657  NGVD 29 (07/19/86) 2375.5    (m)         7794.     (f) VERT ANG       
 MR0657
 MR0657.Superseded values are not recommended for survey control.
 MR0657
 MR0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0657.See file dsdata.pdf to determine how the superseded data were derived.
 MR0657
 MR0657_MARKER: DD = SURVEY DISK
 MR0657_SETTING: 0 = UNSPECIFIED SETTING
 MR0657
 MR0657  HISTORY     - Date     Condition        Report By
 MR0657  HISTORY     - 1972     MONUMENTED       NGS
 MR0657
 MR0657                          STATION DESCRIPTION
 MR0657
 MR0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MR0657'THE STATION IS LOCATED ON TOP OF A PROMINENT PEAK IN THE CRAWFORD
 MR0657'MOUNTAINS, 4-1/2 MILES EAST OF RANDOLPH AND 0.6 MILE NORTHWEST
 MR0657'OF REX PEAK.  THE POINT CAN BE IDENTIFIED BY SEVERAL TELEVISION
 MR0657'RELAY ANTENNA.
 MR0657'
 MR0657'THE STATION MARK IS A STANDARD DISK STAMPED, REX 2 1972.  IT IS
 MR0657'SET IN A DRILL HOLE ON THE HIGHEST PART OF THE PEAK.
 MR0657'
 MR0657'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, REX 2 NO 3 1972.  IT
 MR0657'IS SET IN A DRILL HOLE IN A LARGE OUTCROP WHICH IS ABOUT 1 FOOT
 MR0657'LOWER THAN THE STATION.
 MR0657'
 MR0657'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, REX 2 NO 4 1972.  IT
 MR0657'IS SET IN A DRILL HOLE IN A LONG RIDGE OF BEDROCK WHICH PROJECTS
 MR0657'1/4 FOOT.
 MR0657'
 MR0657'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, REX 2 1972.  IT IS
 MR0657'SET IN A DRILL HOLE IN TOP OF A LARGE ROCK OUTCROP ON THE TOP OF
 MR0657'THE FIRST PEAK NORTH OF THE STATION.
 MR0657'
 MR0657'TO REACH THE STATION FROM THE POST OFFICE IN RANDOLPH, GO NORTH
 MR0657'ALONG THE HIGHWAY FOR 1.6 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 MR0657'ALONG THE MAIN ROAD FOR 3.1 MILES TO A FORK.  TURN RIGHT AND
 MR0657'CONTINUE ALONG THE MAIN ROAD FOR 0.5 MILE TO A BRIDGE OVER
 MR0657'BEAR RIVER, CONTINUE AHEAD ON THE MAIN ROAD FOR 1.5 MILES TO A
 MR0657'CATTLE GUARD AT A CROSS ROAD.  TURN LEFT FOR A SHORT DISTANCE
 MR0657'THEN TURN SHARP RIGHT ON THE GRADED MINE ROAD, FOLLOW THE
 MR0657'MINING ROAD UP THE STEEP MOUNTAIN FOR 2.8 MILES TO A STEEP
 MR0657'SADDLE AT A SHARP LEFT TURN.  TURN RIGHT AND FOLLOW THE TRACK
 MR0657'ROAD UP THE RIDGE FOR 1/4 MILE TO THE STATION ON THE TOP BY
 MR0657'SOME TELEVISION ANTENNA.
 MR0657'
 MR0657'TO REACH THE AZIMUTH MARK FROM THE STATION FOLLOW THE RIDGE
 MR0657'NORTH TO THE TOP OF THE NEXT PEAK AND THE MARK ON TOP.
 MR0657'
 MR0657'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0660 ***********************************************************************
 MR0660  DESIGNATION -  REX 2
 MR0660  PID         -  MR0660
 MR0660  STATE/COUNTY-  UT/RICH
 MR0660  COUNTRY     -  US
 MR0660  USGS QUAD   -  REX PEAK (2017)
 MR0660
 MR0660                         *CURRENT SURVEY CONTROL
 MR0660  ______________________________________________________________________
 MR0660* NAD 83(1994) POSITION- 41 39 22.02346(N) 111 05 38.52878(W)   ADJUSTED
 MR0660* NAVD 88 ORTHO HEIGHT -  2438.    (meters)     7999.    (feet) VERTCON3
 MR0660  ______________________________________________________________________
 MR0660  GEOID HEIGHT    -        -14.718 (meters)                     GEOID18
 MR0660  LAPLACE CORR    -          8.97  (seconds)                    DEFLEC18
 MR0660  HORZ ORDER      -  SECOND
 MR0660
 MR0660.The horizontal coordinates were established by classical geodetic methods
 MR0660.and adjusted by the National Geodetic Survey in November 1997.
 MR0660
 MR0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0660
 MR0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0660.GEOID18 height accuracy estimate available here.
 MR0660
 MR0660.Click photographs - Photos may exist for this station.
 MR0660
 MR0660.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0660
 MR0660. The following values were computed from the NAD 83(1994) position.
 MR0660
 MR0660;                    North         East     Units Scale Factor Converg.
 MR0660;SPC UT N     - 1,146,977.583   533,814.188   MT  0.99998183   +0 16 03.6
 MR0660;SPC UT N     - 3,763,042.29  1,751,355.38   sFT  0.99998183   +0 16 03.6
 MR0660;SPC WY W     -   228,878.636   715,817.947   MT  1.00002468   -0 40 18.5
 MR0660;SPC WY W     -   750,912.66  2,348,479.38   sFT  1.00002468   -0 40 18.5
 MR0660;UTM  12      - 4,611,600.777   492,170.392   MT  0.99960075   -0 03 45.0
 MR0660
 MR0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0660!SPC UT N     -   0.99961999  x   0.99998183  =   0.99960183
 MR0660!SPC WY W     -   0.99961999  x   1.00002468  =   0.99964467
 MR0660!UTM  12      -   0.99961999  x   0.99960075  =   0.99922090
 MR0660
 MR0660:                Primary Azimuth Mark                     Grid Az
 MR0660:SPC UT N     -  MARTIN                                   049 54 38.4
 MR0660:SPC WY W     -  MARTIN                                   050 51 00.5
 MR0660:UTM  12      -  MARTIN                                   050 14 27.0
 MR0660
 MR0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM9217011600(NAD 83)
 MR0660
 MR0660|---------------------------------------------------------------------|
 MR0660| PID    Reference Object                     Distance      Geod. Az  |
 MR0660|                                                           dddmmss.s |
 MR0660| MR0862 MARTIN                              APPROX.14.5 KM 0501042.0 |
 MR0660|---------------------------------------------------------------------|
 MR0660
 MR0660                          SUPERSEDED SURVEY CONTROL
 MR0660
 MR0660  NAD 83(1993)-  41 39 22.02332(N)    111 05 38.52876(W) AD(       ) 2
 MR0660  NAD 83(1986)-  41 39 22.01033(N)    111 05 38.52258(W) AD(       ) 2
 MR0660  NAD 27      -  41 39 22.21240(N)    111 05 35.82890(W) AD(       ) 2
 MR0660  NGVD 29 (07/19/86) 2437.     (m)         7995.     (f) VERT ANG       
 MR0660
 MR0660.Superseded values are not recommended for survey control.
 MR0660
 MR0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0660.See file dsdata.pdf to determine how the superseded data were derived.
 MR0660
 MR0660_MARKER: DD = SURVEY DISK
 MR0660_SETTING: 0 = UNSPECIFIED SETTING
 MR0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0660
 MR0660  HISTORY     - Date     Condition        Report By
 MR0660  HISTORY     - 1952     MONUMENTED       USGS
 MR0660  HISTORY     - 1962     GOOD             USGS
 MR0660  HISTORY     - 1972     GOOD             NGS
 MR0660
 MR0660                          STATION DESCRIPTION
 MR0660
 MR0660'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (JCC)
 MR0660'THE STATION IS LOCATED ON REX PEAK, WHICH IS THE HIGHEST POINT
 MR0660'ALONG THE CRAWFORD MOUNTAIN RANGE, 2-1/2 MILES WEST OF THE
 MR0660'UTAH-WYOMING STATE LINE, 4-1/2 MILES EAST OF RANDOLPH AND 28
 MR0660'MILES NORTH NORTHWEST OF EVANSTON.
 MR0660'
 MR0660'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION REX,
 MR0660'THE DISTANCE BEING 5.36 FEET OR 1.634 METERS NORTHEAST.  THE
 MR0660'MARK IS A USGS DISK, STAMPED REX NO 2 1952, BRAZED TO THE TOP
 MR0660'OF A 3 INCH PIPE PROJECTING 6 INCHES AND 6 INCHES HIGHER THAN
 MR0660'THE STATION MARK.  THE PIPE IS NOT SOLID IN THE GROUND.
 MR0660
 MR0660                          STATION RECOVERY (1972)
 MR0660
 MR0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MR0660'THE MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 MR0660'DUE TO MINING OPERATIONS IN THE AREA THE MARK WILL SOON BE
 MR0660'DESTROYED.  REX 1962 WAS MOVED AT THIS TIME SINCE THE MARKS
 MR0660'ARE TIED BY TRAVERSE ONE SHOULD REFER TO REX 2 1972.
 MR0660'
 MR0660'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 MR0660'EAST OF RANDOLPH
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0658 ***********************************************************************
 MR0658  DESIGNATION -  REX 2 AZ MK
 MR0658  PID         -  MR0658
 MR0658  STATE/COUNTY-  UT/RICH
 MR0658  COUNTRY     -  US
 MR0658  USGS QUAD   -  REX PEAK (2017)
 MR0658
 MR0658                         *CURRENT SURVEY CONTROL
 MR0658  ______________________________________________________________________
 MR0658* NAD 83(1994) POSITION- 41 40 13.23830(N) 111 05 51.90268(W)   NO CHECK
 MR0658* NAVD 88 ORTHO HEIGHT -  2358.6   (meters)     7738.    (feet) VERTCON3
 MR0658  ______________________________________________________________________
 MR0658  GEOID HEIGHT    -        -14.726 (meters)                     GEOID18
 MR0658  LAPLACE CORR    -         13.80  (seconds)                    DEFLEC18
 MR0658  HORZ ORDER      -  THIRD
 MR0658
 MR0658.The horizontal coordinates were established by classical geodetic methods
 MR0658.and adjusted by the National Geodetic Survey in November 1997.
 MR0658
 MR0658.No horizontal observational check was made to the station.
 MR0658
 MR0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0658
 MR0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0658.GEOID18 height accuracy estimate available here.
 MR0658
 MR0658.Click photographs - Photos may exist for this station.
 MR0658
 MR0658.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0658
 MR0658. The following values were computed from the NAD 83(1994) position.
 MR0658
 MR0658;                    North         East     Units Scale Factor Converg.
 MR0658;SPC UT N     - 1,148,556.173   533,497.443   MT  0.99998361   +0 15 54.8
 MR0658;SPC UT N     - 3,768,221.38  1,750,316.19   sFT  0.99998361   +0 15 54.8
 MR0658;UTM  12      - 4,613,180.563   491,862.867   MT  0.99960081   -0 03 54.0
 MR0658
 MR0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0658!SPC UT N     -   0.99963251  x   0.99998361  =   0.99961612
 MR0658!UTM  12      -   0.99963251  x   0.99960081  =   0.99923346
 MR0658
 MR0658:                Primary Azimuth Mark                     Grid Az
 MR0658:SPC UT N     -  REX 2                                    189 07 56.7
 MR0658:UTM  12      -  REX 2                                    189 27 45.5
 MR0658
 MR0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM9186213180(NAD 83)
 MR0658
 MR0658|---------------------------------------------------------------------|
 MR0658| PID    Reference Object                     Distance      Geod. Az  |
 MR0658|                                                           dddmmss.s |
 MR0658| MR0657 REX 2                               APPROX. 0.7 KM 1892351.5 |
 MR0658|---------------------------------------------------------------------|
 MR0658
 MR0658                          SUPERSEDED SURVEY CONTROL
 MR0658
 MR0658  NAD 83(1993)-  41 40 13.23816(N)    111 05 51.90270(W) AD(       ) 3
 MR0658  NAD 83(1986)-  41 40 13.22493(N)    111 05 51.89635(W) AD(       ) 3
 MR0658  NAD 27      -  41 40 13.42753(N)    111 05 49.20092(W) AD(       ) 3
 MR0658  NGVD 29 (07/19/86) 2357.2    (m)         7734.     (f) VERT ANG       
 MR0658
 MR0658.Superseded values are not recommended for survey control.
 MR0658
 MR0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0658.See file dsdata.pdf to determine how the superseded data were derived.
 MR0658
 MR0658_MARKER: DS = TRIANGULATION STATION DISK
 MR0658_SETTING: 66 = SET IN ROCK OUTCROP
 MR0658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0658+STABILITY: POSITION/ELEVATION WELL
 MR0658
 MR0658  HISTORY     - Date     Condition        Report By
 MR0658  HISTORY     - 1972     MONUMENTED       NGS
 MR0658
 MR0658                          STATION DESCRIPTION
 MR0658
 MR0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MR0658'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, REX 2 1972.  IT IS
 MR0658'SET IN A DRILL HOLE IN TOP OF A LARGE ROCK OUTCROP ON THE TOP OF
 MR0658'THE FIRST PEAK NORTH OF THE STATION.
 MR0658'
 MR0658'TO REACH THE AZIMUTH MARK FROM THE STATION FOLLOW THE RIDGE
 MR0658'NORTH TO THE TOP OF THE NEXT PEAK AND THE MARK ON TOP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1101 ***********************************************************************
 LO1101  DESIGNATION -  RHODES
 LO1101  PID         -  LO1101
 LO1101  STATE/COUNTY-  UT/DUCHESNE
 LO1101  COUNTRY     -  US
 LO1101  USGS QUAD   -  HANNA (2017)
 LO1101
 LO1101                         *CURRENT SURVEY CONTROL
 LO1101  ______________________________________________________________________
 LO1101* NAD 83(1994) POSITION- 40 29 31.58975(N) 110 52 11.42310(W)   ADJUSTED
 LO1101* NAVD 88 ORTHO HEIGHT -  3100.7   (meters)    10173.    (feet) VERTCON3
 LO1101  ______________________________________________________________________
 LO1101  GEOID HEIGHT    -        -13.971 (meters)                     GEOID18
 LO1101  LAPLACE CORR    -         -8.36  (seconds)                    DEFLEC18
 LO1101  HORZ ORDER      -  FIRST
 LO1101
 LO1101.The horizontal coordinates were established by classical geodetic methods
 LO1101.and adjusted by the National Geodetic Survey in November 1997.
 LO1101
 LO1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1101
 LO1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1101.GEOID18 height accuracy estimate available here.
 LO1101
 LO1101.Click photographs - Photos may exist for this station.
 LO1101
 LO1101.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1101
 LO1101. The following values were computed from the NAD 83(1994) position.
 LO1101
 LO1101;                    North         East     Units Scale Factor Converg.
 LO1101;SPC UT C     - 2,239,858.961   553,421.198   MT  0.99996454   +0 24 13.2
 LO1101;SPC UT C     - 7,348,603.94  1,815,682.71   sFT  0.99996454   +0 24 13.2
 LO1101;UTM  12      - 4,482,386.886   511,030.274   MT  0.99960150   +0 05 04.3
 LO1101
 LO1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1101!SPC UT C     -   0.99951602  x   0.99996454  =   0.99948058
 LO1101!UTM  12      -   0.99951602  x   0.99960150  =   0.99911771
 LO1101
 LO1101:                Primary Azimuth Mark                     Grid Az
 LO1101:SPC UT C     -  RHODES AZ MK                             299 45 31.8
 LO1101:UTM  12      -  RHODES AZ MK                             300 04 40.7
 LO1101
 LO1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK1103082386(NAD 83)
 LO1101
 LO1101|---------------------------------------------------------------------|
 LO1101| PID    Reference Object                     Distance      Geod. Az  |
 LO1101|                                                           dddmmss.s |
 LO1101| CP6516 RHODES RM 2                          51.450 METERS 15359     |
 LO1101| CP6514 RHODES AZ MK                                       3000945.0 |
 LO1101| CP6515 RHODES RM 1                          12.686 METERS 32404     |
 LO1101|---------------------------------------------------------------------|
 LO1101
 LO1101                          SUPERSEDED SURVEY CONTROL
 LO1101
 LO1101  NAD 83(1993)-  40 29 31.58913(N)    110 52 11.42226(W) AD(       ) 1
 LO1101  NAD 83(1986)-  40 29 31.57453(N)    110 52 11.41221(W) AD(       ) 1
 LO1101  NAD 27      -  40 29 31.77100(N)    110 52 08.82100(W) AD(       ) 1
 LO1101  NGVD 29 (07/19/86) 3099.3    (m)        10168.     (f) VERT ANG       
 LO1101
 LO1101.Superseded values are not recommended for survey control.
 LO1101
 LO1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1101.See file dsdata.pdf to determine how the superseded data were derived.
 LO1101
 LO1101_MARKER: DS = TRIANGULATION STATION DISK
 LO1101_SETTING: 80 = SET IN A BOULDER
 LO1101_STAMPING: RHODES 1946
 LO1101_MARK LOGO: CGS
 LO1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1101+STABILITY: SURFACE MOTION
 LO1101
 LO1101  HISTORY     - Date     Condition        Report By
 LO1101  HISTORY     - 1946     MONUMENTED       CGS
 LO1101  HISTORY     - 1959     GOOD             USGS
 LO1101
 LO1101                          STATION DESCRIPTION
 LO1101
 LO1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1101'STATION IS LOCATED ON THE SUMMIT OF A HIGH HILL COVERED WITH
 LO1101'QUAKING ASPEN TREES AND IS THE FIRST HIGH POINT ON THE RIDGE
 LO1101'BETWEEN RHODES CANYON AND DUCHESNE RIVER.  THE RIDGE IS ABOUT
 LO1101'300 FEET LONG, AND VERY NARROW, AND IS THE BOUNDARY LINE BETWEEN
 LO1101'THE WASATCH AND UINTA NATIONAL FORESTS.  STATION IS APPROXIMATELY
 LO1101'IN THE CENTER OF RIDGE, 33 MILES NORTHWEST OF DUCHESNE, AND
 LO1101'29 MILES EAST OF HEBER.  THE MARK PROJECTS 3 INCHES AND IS
 LO1101'STAMPED--RHODES 1946.
 LO1101'
 LO1101'REFERENCE MARK NO. 1 IS FLUSH WITH GROUND AND IS STAMPED--RHODES
 LO1101'NO 1 1946.
 LO1101'
 LO1101'REFERENCE MARK NO. 2 PROJECTS APPROXIMATELY 10 INCHES AND IS
 LO1101'STAMPED--RHODES NO 2 1946.
 LO1101'
 LO1101'AZIMUTH MARK IS ON NORTHWEST-SOUTHEAST RIDGE, APPROXIMATELY
 LO1101'100 YARDS EAST OF TRAIL, IN THE THIRD SMALL OPEN SPACE AFTER
 LO1101'LEAVING TRIANGLE-BLAZED TREE AND END OF TRUCK TRAVEL.  MARK
 LO1101'IS FLUSH WITH GROUND AND STAMPED--RHODES 1946
 LO1101'
 LO1101'TO REACH FROM DUCHESNE, GO WEST ON U.S. HIGHWAY 40 FOR 19.2
 LO1101'MILES TO SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW MAIN TRAVELED
 LO1101'ROAD FOR 10.9 MILES TO T INTERSECTION.  TURN LEFT AND GO 0.9
 LO1101'MILE TO TABONIA STORE.  CONTINUE STRAIGHT AHEAD FOR 3.85 MILES
 LO1101'TO T INTERSECTION.  TURN LEFT AND GO 4.55 MILES TO SMALL VILLAGE
 LO1101'OF HANNA.  CONTINUE ON MAIN ROAD FOR 1.7 MILES TO STOCKMORE
 LO1101'RANGER STATION ON LEFT.  CONTINUE ON MAIN ROAD FOR 8.2 MILES
 LO1101'TO JOHNSON SAWMILL ON LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.4
 LO1101'MILE TO ROAD RIGHT.  TURN RIGHT AND GO 0.3 MILE TO FORK, TAKE
 LO1101'RIGHT FORK AND GO 0.45 MILE TO DIAGONAL CROSSROADS.  TURN
 LO1101'SHARP LEFT AND FOLLOW A GOOD GRADED ROAD FOR 0.4 MILE TO FORK.
 LO1101'TAKE RIGHT FORK, WHICH IS A BLADED ROAD FOR SHORT DISTANCE
 LO1101'THEN BECOMES A TRACK ROAD, AND GO 0.8 MILE TO FORK.  TAKE
 LO1101'LEFT FORK FOR 0.7 MILE TO FORK.  TAKE RIGHT FORK AND GO 0.55
 LO1101'MILE TO END OF TRUCK TRAVEL WITH TWO WHEEL DRIVE TRUCK.
 LO1101'WITH FOUR WHEEL DRIVE TRUCK, TURN LEFT AND GO IN A
 LO1101'NORTHEASTERLY DIRECTION TO TOP OF SMALL BARE RIDGE.  DROP DOWN
 LO1101'INTO SMALL WASH, AT WHICH POINT THERE IS A TRAIL, FOLLOW
 LO1101'THIS TRAIL NORTH FOR SHORT DISTANCE TO TRACK ROAD.  TURN
 LO1101'RIGHT ON ROAD AND FOLLOW IT TO END.  TURN LEFT AND PICK WAY
 LO1101'THROUGH SMALL GROVE OF QUAKEN ASPEN TREES TO CLEARING.  GO
 LO1101'IN EASTERLY DIRECTION TO TOP OF RIDGE AND A TRAIL.
 LO1101'FOLLOW TRAIL, PASSING A HORSE HEAD MONUMENT, TO TRIANGLE
 LO1101'BLAZED TREE AND END OF TRUCK TRAVEL.  PACK UP TRAIL TO
 LO1101'THIRD OPENING AND WHERE TRAIL BEARS TO RIGHT (AZIMUTH MARK
 LO1101'IS AT THIS POINT, AS DESCRIBED ABOVE).  CONTINUE ON TRAIL TO
 LO1101'ANOTHER TRIANGLE BLAZED TREE AND FORKS OF TRAIL.  TAKE LEFT
 LO1101'FORK, WHICH IS VERY DIM, BUT TREES ARE BLAZED, AND FOLLOW
 LO1101'IT TO OPENING.  PICK WAY UP HILL TO HIGHEST POINT AND
 LO1101'STATION AS DESCRIBED ABOVE.  AN HOUR PACK FROM END OF TRUCK
 LO1101'TRAVEL FOR FOUR WHEEL DRIVE TRUCK.
 LO1101
 LO1101                          STATION RECOVERY (1959)
 LO1101
 LO1101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LO1101'RECOVERED.
 LO1101'
 LO1101'STATION MARK--STANDARD DISK, STAMPED ---RHODES 1946---, PROJECTING
 LO1101'3 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0559 ***********************************************************************
 LP0559  DESIGNATION -  RHY 2
 LP0559  PID         -  LP0559
 LP0559  STATE/COUNTY-  UT/TOOELE
 LP0559  COUNTRY     -  US
 LP0559  USGS QUAD   -  GRANITE PEAK SE (2017)
 LP0559
 LP0559                         *CURRENT SURVEY CONTROL
 LP0559  ______________________________________________________________________
 LP0559* NAD 83(1994) POSITION- 40 03 34.55517(N) 113 15 35.70245(W)   ADJUSTED
 LP0559* NAVD 88 ORTHO HEIGHT -  1460.2   (meters)     4791.    (feet) VERTCON3
 LP0559  ______________________________________________________________________
 LP0559  GEOID HEIGHT    -        -19.007 (meters)                     GEOID18
 LP0559  LAPLACE CORR    -          1.83  (seconds)                    DEFLEC18
 LP0559  HORZ ORDER      -  SECOND
 LP0559
 LP0559.The horizontal coordinates were established by classical geodetic methods
 LP0559.and adjusted by the National Geodetic Survey in November 1997.
 LP0559
 LP0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0559
 LP0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0559.GEOID18 height accuracy estimate available here.
 LP0559
 LP0559.Click photographs - Photos may exist for this station.
 LP0559
 LP0559.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0559
 LP0559. The following values were computed from the NAD 83(1994) position.
 LP0559
 LP0559;                    North         East     Units Scale Factor Converg.
 LP0559;SPC UT C     - 2,193,125.322   349,868.338   MT  0.99990648   -1 07 38.5
 LP0559;SPC UT C     - 7,195,278.66  1,147,859.71   sFT  0.99990648   -1 07 38.5
 LP0559;UTM  12      - 4,436,819.242   307,253.268   MT  1.00005737   -1 27 17.6
 LP0559
 LP0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0559!SPC UT C     -   0.99977396  x   0.99990648  =   0.99968046
 LP0559!UTM  12      -   0.99977396  x   1.00005737  =   0.99983132
 LP0559
 LP0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK0725336819(NAD 83)
 LP0559
 LP0559                          SUPERSEDED SURVEY CONTROL
 LP0559
 LP0559  NAD 83(1986)-  40 03 34.54670(N)    113 15 35.68924(W) AD(       ) 2
 LP0559  NAD 27      -  40 03 34.75811(N)    113 15 32.76373(W) AD(       ) 2
 LP0559  NGVD 29 (07/19/86) 1459.2    (m)         4787.     (f) VERT ANG       
 LP0559
 LP0559.Superseded values are not recommended for survey control.
 LP0559
 LP0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0559.See file dsdata.pdf to determine how the superseded data were derived.
 LP0559
 LP0559_MARKER: DS = TRIANGULATION STATION DISK
 LP0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0559_STAMPING: RHY 2 USGS 1965
 LP0559_MARK LOGO: CGS
 LP0559_PROJECTION: FLUSH
 LP0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0559+STABILITY: SURFACE MOTION
 LP0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0559+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2014
 LP0559
 LP0559  HISTORY     - Date     Condition        Report By
 LP0559  HISTORY     - 1965     MONUMENTED       CGS
 LP0559  HISTORY     - 20141014 GOOD             INDIV
 LP0559
 LP0559                          STATION DESCRIPTION
 LP0559
 LP0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0559'THE STATION WAS ESTABLISHED OVER THE POINT USED BY BY THE DUGWAY
 LP0559'ENGINEERS AS RHY USGS.  THE POINT WAS NOT MARKED AS DESCRIBED
 LP0559'BY THE USGS AND THERE IS SOME DOUBT IF THIS IS THE ORIGINAL
 LP0559'STATION.  THE STATION IS A STANDARD TRIANGULATION DISK STAMPED
 LP0559'RHY 2 USGS 1965.  IT IS SET IN THE TOP OF A 2-1/2 FOOT ROUND
 LP0559'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 LP0559'
 LP0559'TO REACH THE STATION FROM THE DITTO TECHNICAL CENTER GO WEST FOR
 LP0559'1.8 MILES TO A FORK.  TAKE THE LEFT FORK FOR 6.9 MILES TO A
 LP0559'CROSS ROAD.  BEAR LEFT AND GO SOUTHWEST ALONG LIMA ROAD FOR 10.35
 LP0559'MILES TO A FORK JUST BEFORE REACHING THE BOUNDARY FENCE.  TAKE
 LP0559'THE RIGHT FORK 3.3 MILES TO A FORK, TAKE THE LEFT FORK FOR 0.3
 LP0559'MILE TO A FORK.  TAKE THE LEFT FORK UP THE STEEP MOUNTAIN FOR
 LP0559'0.45 MILE TO A FORK.  TAKE THE RIGHT FORK FOR 0.4 MILE TO A
 LP0559'SMALL SADDLE.  TURN LEFT FOR 0.05 MILE TO TOP OF SAPPHIRE
 LP0559'MOUNTAIN AND THE STATION.
 LP0559
 LP0559                          STATION RECOVERY (2014)
 LP0559
 LP0559'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (TS)
 LP0559'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3696 ***********************************************************************
 AA3696  CBN         -  This is a Cooperative Base Network Control Station.
 AA3696  DESIGNATION -  RICHFIELD
 AA3696  PID         -  AA3696
 AA3696  STATE/COUNTY-  UT/SEVIER
 AA3696  COUNTRY     -  US
 AA3696  USGS QUAD   -  RICHFIELD (2017)
 AA3696
 AA3696                         *CURRENT SURVEY CONTROL
 AA3696  ______________________________________________________________________
 AA3696* NAD 83(2011) POSITION- 38 46 42.36248(N) 112 05 08.94713(W)   ADJUSTED
 AA3696* NAD 83(2011) ELLIP HT-  1627.044 (meters)        (06/27/12)   ADJUSTED
 AA3696* NAD 83(2011) EPOCH   -  2010.00
 AA3696* NAVD 88 ORTHO HEIGHT -  1645.8   (meters)     5400.    (feet) GPS OBS
 AA3696  ______________________________________________________________________
 AA3696  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3696  GEOID HEIGHT    -         -18.44 (meters)                     GEOID93
 AA3696  GEOID HEIGHT    -        -18.803 (meters)                     GEOID18
 AA3696  NAD 83(2011) X  - -1,872,469.016 (meters)                     COMP
 AA3696  NAD 83(2011) Y  - -4,614,611.388 (meters)                     COMP
 AA3696  NAD 83(2011) Z  -  3,974,190.883 (meters)                     COMP
 AA3696  LAPLACE CORR    -         -5.28  (seconds)                    DEFLEC18
 AA3696
 AA3696  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3696  Standards:
 AA3696         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3696            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3696  -------------------------------------------------------------------
 AA3696  NETWORK    1.49   2.57           0.70   0.47   1.31     -0.16182306
 AA3696  -------------------------------------------------------------------
 AA3696  Click here for local accuracies and other accuracy information.
 AA3696
 AA3696.The horizontal coordinates were established by GPS observations
 AA3696.and adjusted by the National Geodetic Survey in June 2012.
 AA3696
 AA3696.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3696.been affixed to the stable North American tectonic plate. See 
 AA3696.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3696
 AA3696.The horizontal coordinates are valid at the epoch date displayed above
 AA3696.which is a decimal equivalence of Year/Month/Day.
 AA3696
 AA3696.The orthometric height was determined by GPS observations and a
 AA3696.high-resolution geoid model.
 AA3696
 AA3696.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3696.GEOID18 height accuracy estimate available here.
 AA3696
 AA3696.Click photographs - Photos may exist for this station.
 AA3696
 AA3696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3696
 AA3696.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3696
 AA3696.The ellipsoidal height was determined by GPS observations
 AA3696.and is referenced to NAD 83.
 AA3696
 AA3696. The following values were computed from the NAD 83(2011) position.
 AA3696
 AA3696;                    North         East     Units Scale Factor Converg.
 AA3696;SPC UT C     - 2,049,583.328   449,091.686   MT  1.00006730   -0 22 30.9
 AA3696;SPC UT C     - 6,724,341.30  1,473,394.97   sFT  1.00006730   -0 22 30.9
 AA3696;UTM  12      - 4,292,749.409   405,683.298   MT  0.99970954   -0 40 48.4
 AA3696
 AA3696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3696!SPC UT C     -   0.99974478  x   1.00006730  =   0.99981206
 AA3696!UTM  12      -   0.99974478  x   0.99970954  =   0.99945440
 AA3696
 AA3696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH0568392749(NAD 83)
 AA3696
 AA3696                          SUPERSEDED SURVEY CONTROL
 AA3696
 AA3696  NAD 83(2007)-  38 46 42.36215(N)    112 05 08.94793(W) AD(2002.00) 0
 AA3696  ELLIP H (02/10/07) 1627.054  (m)                       GP(2002.00)    
 AA3696  ELLIP H (11/14/01) 1627.065  (m)                       GP(       ) 4 2
 AA3696  NAD 83(1994)-  38 46 42.36126(N)    112 05 08.94624(W) AD(       ) B
 AA3696  ELLIP H (04/21/95) 1627.163  (m)                       GP(       ) 4 1
 AA3696
 AA3696.Superseded values are not recommended for survey control.
 AA3696
 AA3696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3696.See file dsdata.pdf to determine how the superseded data were derived.
 AA3696
 AA3696_MARKER: I = METAL ROD
 AA3696_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3696_STAMPING: RICHFIELD 1994
 AA3696_MARK LOGO: NGS
 AA3696_PROJECTION: PROJECTING 5 CENTIMETERS
 AA3696_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3696+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA3696_ROD/PIPE-DEPTH: 12.3 meters
 AA3696_SLEEVE-DEPTH  : 0.9 meters
 AA3696
 AA3696  HISTORY     - Date     Condition        Report By
 AA3696  HISTORY     - 1994     MONUMENTED       NGS
 AA3696  HISTORY     - 20090710 POOR             USFS
 AA3696
 AA3696                          STATION DESCRIPTION
 AA3696
 AA3696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3696'THE STATION IS LOCATED ABOUT 1 KM (0.60 MI) SOUTHEAST OF INTERSTATE
 AA3696'HIGHWAY 70, ON THE NORTH SIDE OF RICHFIELD, IN DIRT NEAR ENTRANCE ON
 AA3696'THE NORTHEAST SIDE OF THE RICHFIELD CEMETERY AND ADJACENT TO A CANAL
 AA3696'ALONG BUSINESS HIGHWAY 70.  OWNERSHIP--CITY OF RICHFIELD. TO REACH
 AA3696'FROM THE UNDERPASS AT JUNCTION OF INTERSTATE HIGHWAY 70 AND BUSINESS
 AA3696'HIGHWAY 70 (EXIT 40 TO MAIN STREET), GO SOUTH-SOUTHWEST ON MAIN STREET
 AA3696'FOR 1.23 KM (0.75 MI) TO THE ENTRANCE TO THE RICHFIELD CEMETERY ON THE
 AA3696'RIGHT.  TURN RIGHT, SOUTHWEST, FOR 40 M (131.2 FT) TO A DIRT TRACK
 AA3696'ROAD ON THE LEFT ALONG CANAL.  TURN LEFT, SOUTH-SOUTHWEST, ON DIRT
 AA3696'TRACK ROAD FOR 30 M (98.4 FT) TO STATION ON THE RIGHT. THE STATION IS
 AA3696'A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE
 AA3696'FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AA3696'SURROUNDED BY CONCRETE PROJECTING 5 CM.  IT IS 39.9 M (130.9 FT)
 AA3696'SOUTH-SOUTHEAST OF PAVED CEMETERY ROAD, 56.0 M (183.7 FT) NORTH OF
 AA3696'NORTH CORNER OF CLOSED BRIDGE, 12.4 M (40.7 FT) NORTHWEST OF NORTHWEST
 AA3696'EDGE OF CANAL, 0.5 M (1.6 FT) EAST-NORTHEAST OF FIBERGLASS WITNESS
 AA3696'POST. DESCRIBED BY M.L.BERGMAN
 AA3696
 AA3696                          STATION RECOVERY (2009)
 AA3696
 AA3696'RECOVERY NOTE BY US FOREST SERVICE 2009 (JFC)
 AA3696'THE HINGE FOR THE MOUNUMENT LID COVER IS BROKEN.  THE STAINLESS STEEL
 AA3696'ROD APPEARS TO BE IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0675 ***********************************************************************
 JO0675  DESIGNATION -  RICHFIELD RESET
 JO0675  PID         -  JO0675
 JO0675  STATE/COUNTY-  UT/SEVIER
 JO0675  COUNTRY     -  US
 JO0675  USGS QUAD   -  RICHFIELD (2017)
 JO0675
 JO0675                         *CURRENT SURVEY CONTROL
 JO0675  ______________________________________________________________________
 JO0675* NAD 83(1986) POSITION- 38 46 09.0    (N) 112 05 05.9    (W)   HD_HELD2
 JO0675* NAVD 88 ORTHO HEIGHT -  1628.88  (meters)     5344.1   (feet) RESET
 JO0675  ______________________________________________________________________
 JO0675  GEOID HEIGHT    -        -18.838 (meters)                     GEOID18
 JO0675  VERT ORDER      -  THIRD
 JO0675
 JO0675.The horizontal coordinates were established by autonomous hand held GPS
 JO0675.observations and have an estimated accuracy of +/- 10 meters.
 JO0675
 JO0675.The orthometric height was computed from unverified reset data.
 JO0675
 JO0675.No vertical observational check was made to the station.
 JO0675
 JO0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0675.GEOID18 height accuracy estimate available here.
 JO0675
 JO0675.Click photographs - Photos may exist for this station.
 JO0675
 JO0675;                    North         East    Units  Estimated Accuracy
 JO0675;SPC UT C     - 2,048,554.      449,159.      MT  (+/- 10 meters HH2 GPS)
 JO0675
 JO0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH0574491720(NAD 83)
 JO0675
 JO0675                          SUPERSEDED SURVEY CONTROL
 JO0675
 JO0675  NGVD 29 (07/25/12) 1627.66   (m)         5340.1    (f) RESET       3  
 JO0675
 JO0675.Superseded values are not recommended for survey control.
 JO0675
 JO0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0675.See file dsdata.pdf to determine how the superseded data were derived.
 JO0675
 JO0675_MARKER: DV = VERTICAL CONTROL DISK
 JO0675_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JO0675_SP_SET: GRANITE SLAB
 JO0675_STAMPING: RICHFIELD RESET 1979
 JO0675_MARK LOGO: NGS
 JO0675_MAGNETIC: N = NO MAGNETIC MATERIAL
 JO0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0675
 JO0675  HISTORY     - Date     Condition        Report By
 JO0675  HISTORY     - 1979     MONUMENTED       BLM
 JO0675  HISTORY     - 20100508 GOOD             GEOCAC
 JO0675  HISTORY     - 20100805 GOOD             GEOCAC
 JO0675
 JO0675                          STATION DESCRIPTION
 JO0675
 JO0675'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1979
 JO0675'IN RICHFIELD, IN GRANITE BALUSTRADE 20 FEET (6.1 M) SOUTH OF EAST
 JO0675'ENTRANCE TO THE RICHFIELD POST OFFICE, 15 FEET (4.6 M) NORTH OF THE
 JO0675'FLAGPOLE OF THE POST OFFICE AND 8 FEET (2.4 M) EAST OF THE EAST WALL
 JO0675'OF THE POST OFFICE BUILDING, SET IN A POLISHED GRANITE SLAB.
 JO0675
 JO0675                          STATION RECOVERY (2010)
 JO0675
 JO0675'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 JO0675'BE SURE TO CHECK FOR JO0008, H 94 RESET 1954, ON THE NORTH SIDE
 JO0675'BALUSTRADE OF THE SAME STAIRS.  I DID NOT DUE TO RAIN AND OTHER ISSUES
 JO0675'BUT IT APPEARS TO BE THERE IN ONE OF MY IMAGES.
 JO0675
 JO0675                          STATION RECOVERY (2010)
 JO0675
 JO0675'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 JO0675'NEARBY BUILDINGS INCLUDING POST OFFICE REDUCE SATELLITE VIEWS.
 JO0675'WAS RUSHED SO I DID NOT LOOK FOR JO0008 ON SIMILAR POLISHED GRANITE
 JO0675'SLAB NORTH OF SAME STAIRS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0752 ***********************************************************************
 LO0752  DESIGNATION -  RIDGE
 LO0752  PID         -  LO0752
 LO0752  STATE/COUNTY-  UT/UTAH
 LO0752  COUNTRY     -  US
 LO0752  USGS QUAD   -  STRAWBERRY RESERVOIR NW (2017)
 LO0752
 LO0752                         *CURRENT SURVEY CONTROL
 LO0752  ______________________________________________________________________
 LO0752* NAD 83(1994) POSITION- 40 11 09.78857(N) 111 14 30.08910(W)   ADJUSTED
 LO0752* NAVD 88 ORTHO HEIGHT -  2736.2   (meters)     8977.    (feet) VERTCON3
 LO0752  ______________________________________________________________________
 LO0752  GEOID HEIGHT    -        -15.726 (meters)                     GEOID18
 LO0752  LAPLACE CORR    -          3.77  (seconds)                    DEFLEC18
 LO0752  HORZ ORDER      -  FIRST
 LO0752
 LO0752.The horizontal coordinates were established by classical geodetic methods
 LO0752.and adjusted by the National Geodetic Survey in November 1997.
 LO0752
 LO0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0752
 LO0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0752.GEOID18 height accuracy estimate available here.
 LO0752
 LO0752.Click photographs - Photos may exist for this station.
 LO0752
 LO0752.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0752
 LO0752. The following values were computed from the NAD 83(1994) position.
 LO0752
 LO0752;                    North         East     Units Scale Factor Converg.
 LO0752;SPC UT C     - 2,205,719.823   521,996.140   MT  0.99991755   +0 09 55.7
 LO0752;SPC UT C     - 7,236,599.12  1,712,582.34   sFT  0.99991755   +0 09 55.7
 LO0752;UTM  12      - 4,448,435.547   479,425.384   MT  0.99960521   -0 09 21.4
 LO0752
 LO0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0752!SPC UT C     -   0.99957341  x   0.99991755  =   0.99949099
 LO0752!UTM  12      -   0.99957341  x   0.99960521  =   0.99917879
 LO0752
 LO0752:                Primary Azimuth Mark                     Grid Az
 LO0752:SPC UT C     -  PORTAL                                   156 02 24.8
 LO0752:UTM  12      -  PORTAL                                   156 21 41.9
 LO0752
 LO0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK7942548435(NAD 83)
 LO0752
 LO0752|---------------------------------------------------------------------|
 LO0752| PID    Reference Object                     Distance      Geod. Az  |
 LO0752|                                                           dddmmss.s |
 LO0752| CM5879 RIDGE RM 1                            3.672 METERS 11014     |
 LO0752| LO0751 PORTAL                              APPROX. 3.0 KM 1561220.5 |
 LO0752| CM5880 RIDGE RM 2                            4.458 METERS 29644     |
 LO0752|---------------------------------------------------------------------|
 LO0752
 LO0752                          SUPERSEDED SURVEY CONTROL
 LO0752
 LO0752  NAD 83(1993)-  40 11 09.78790(N)    111 14 30.08692(W) AD(       ) 1
 LO0752  NAD 83(1986)-  40 11 09.77738(N)    111 14 30.08037(W) AD(       ) 1
 LO0752  NAD 27      -  40 11 09.93800(N)    111 14 27.45900(W) AD(       ) 1
 LO0752  NGVD 29 (07/19/86) 2734.8    (m)         8972.     (f) VERT ANG       
 LO0752
 LO0752.Superseded values are not recommended for survey control.
 LO0752
 LO0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0752.See file dsdata.pdf to determine how the superseded data were derived.
 LO0752
 LO0752_MARKER: DS = TRIANGULATION STATION DISK
 LO0752_SETTING: 80 = SET IN A BOULDER
 LO0752_STAMPING: RIDGE 1947
 LO0752_MARK LOGO: CGS
 LO0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0752+STABILITY: SURFACE MOTION
 LO0752
 LO0752  HISTORY     - Date     Condition        Report By
 LO0752  HISTORY     - 1947     MONUMENTED       CGS
 LO0752
 LO0752                          STATION DESCRIPTION
 LO0752
 LO0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LO0752'THE STATION IS LOCATED ON A BARE KNOLL OF A HIGH PROMINENT
 LO0752'RIDGE THAT IS THE BOUNDARY LINE BETWEEN WASATCH AND UTAH
 LO0752'COUNTIES WEST OF THE STRAWBERRY RESERVOIR.  THE HIGHEST PART
 LO0752'OF THE RIDGE IS APPROXIMATELY 1 MILE TO THE NORTHWEST.  THE
 LO0752'STATION MARK IS A BRONZE DISK SET FLUSH 15 FEET EAST OF A ROCK
 LO0752'CAIRN.  IT IS STAMPED, RIDGE 1947.
 LO0752'
 LO0752'REFERENCE MARK NO. 1 IS A BRONZE DISK SET FLUSH AT SAME ELEVATION
 LO0752'AS THE STATION MARK.  IT IS STAMPED, RIDGE NO 1 1947.
 LO0752'
 LO0752'REFERENCE MARK NO. 2 IS A BRONZE DISK SET FLUSH 1 FOOT EAST
 LO0752'OF A ROCK CAIRN.  IT IS THE SAME ELEVATION AS THE STATION MARK
 LO0752'AND IS STAMPED, RIDGE NO 2 1947.
 LO0752'
 LO0752'TO REACH THE STATION FROM STRAWBERRY JUNCTION, GO SOUTH ON
 LO0752'GRAVEL ROAD 5.2 MILES TO BRYANT CREEK RANGER STATION ON LEFT
 LO0752'AND A DIM ROAD TO THE RIGHT.  TURN RIGHT, GO 3.0 MILES TO TOP
 LO0752'OF RIDGE.  TURN RIGHT, FOLLOW A TRAIL ALONG TOP OF RIDGE 0.7
 LO0752'MILE TO A SADDLE.  FOLLOW TRAIL DOWN SLOPE THEN UP OTHER SIDE,
 LO0752'THEN ALONG RIDGE 0.75 MILE TO TOP OF A KNOLL AND STATION.  A
 LO0752'DRIVE STATION WITH A FOUR WHEEL DRIVE VEHICLE IN DRY WEATHER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0450 ***********************************************************************
 JN0450  DESIGNATION -  RIDGE
 JN0450  PID         -  JN0450
 JN0450  STATE/COUNTY-  UT/GARFIELD
 JN0450  COUNTRY     -  US
 JN0450  USGS QUAD   -  THE PINNACLE (2017)
 JN0450
 JN0450                         *CURRENT SURVEY CONTROL
 JN0450  ______________________________________________________________________
 JN0450* NAD 83(1994) POSITION- 38 07 50.86667(N) 110 18 48.86651(W)   ADJUSTED
 JN0450* NAVD 88 ORTHO HEIGHT -  1936.9   (meters)     6355.    (feet) VERTCON3
 JN0450  ______________________________________________________________________
 JN0450  GEOID HEIGHT    -        -20.257 (meters)                     GEOID18
 JN0450  LAPLACE CORR    -          6.80  (seconds)                    DEFLEC18
 JN0450  HORZ ORDER      -  SECOND
 JN0450
 JN0450.The horizontal coordinates were established by classical geodetic methods
 JN0450.and adjusted by the National Geodetic Survey in November 1997.
 JN0450
 JN0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0450
 JN0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0450.GEOID18 height accuracy estimate available here.
 JN0450
 JN0450.Click photographs - Photos may exist for this station.
 JN0450
 JN0450.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0450
 JN0450. The following values were computed from the NAD 83(1994) position.
 JN0450
 JN0450;                    North         East     Units Scale Factor Converg.
 JN0450;SPC UT S     - 3,163,156.588   604,015.401   MT  0.99996956   +0 43 36.9
 JN0450;SPC UT S     -10,377,789.57  1,981,673.86   sFT  0.99996956   +0 43 36.9
 JN0450;UTM  12      - 4,220,549.821   560,159.515   MT  0.99964457   +0 25 25.9
 JN0450
 JN0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0450!SPC UT S     -   0.99969934  x   0.99996956  =   0.99966891
 JN0450!UTM  12      -   0.99969934  x   0.99964457  =   0.99934402
 JN0450
 JN0450:                Primary Azimuth Mark                     Grid Az
 JN0450:SPC UT S     -  HANS                                     048 18 38.1
 JN0450:UTM  12      -  HANS                                     048 36 49.1
 JN0450
 JN0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH6015920549(NAD 83)
 JN0450
 JN0450|---------------------------------------------------------------------|
 JN0450| PID    Reference Object                     Distance      Geod. Az  |
 JN0450|                                                           dddmmss.s |
 JN0450| CM7030 RIDGE RM 1                            5.343 METERS 02430     |
 JN0450| JN0448 HANS                                APPROX.19.8 KM 0490215.0 |
 JN0450| CM7031 RIDGE RM 2                            6.981 METERS 32546     |
 JN0450|---------------------------------------------------------------------|
 JN0450
 JN0450                          SUPERSEDED SURVEY CONTROL
 JN0450
 JN0450  NAD 83(1986)-  38 07 50.85915(N)    110 18 48.86555(W) AD(       ) 2
 JN0450  NAD 27      -  38 07 50.91067(N)    110 18 46.36595(W) AD(       ) 2
 JN0450  NGVD 29 (07/19/86) 1935.9    (m)         6351.     (f) VERT ANG       
 JN0450
 JN0450.Superseded values are not recommended for survey control.
 JN0450
 JN0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0450.See file dsdata.pdf to determine how the superseded data were derived.
 JN0450
 JN0450_MARKER: DS = TRIANGULATION STATION DISK
 JN0450_SETTING: 0 = UNSPECIFIED SETTING
 JN0450
 JN0450  HISTORY     - Date     Condition        Report By
 JN0450  HISTORY     - 1963     MONUMENTED       CGS
 JN0450
 JN0450                          STATION DESCRIPTION
 JN0450
 JN0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JN0450'THE STATION IS ABOUT 28 MILES SOUTHEAST OF HANKSVILLE, 23 MILES
 JN0450'NORTH-NORTHEAST OF HITE AND 4-1/2 MILES EAST OF THE DIRTY DEVIL
 JN0450'RIVER.  IT IS ON THE HIGHEST POINT IN THE VICINITY ALONG THE
 JN0450'BIG RIDGE LYING BETWEEN NORTH HATCH CANYON TO THE SOUTH AND
 JN0450'HAPPY CANYON TO THE NORTH.
 JN0450'
 JN0450'TO REACH FROM HITE BY HELICOPTER, FLY NORTH-NORTHEAST ON A TRUE
 JN0450'COURSE OF 18 DEGREES FOR ABOUT 23 MILES TO A LANDING ON THE
 JN0450'VERY NARROW PEAK ABOUT 30 YARDS NORTH OF THE STATION.
 JN0450'
 JN0450'THE STATION MARK, STAMPED RIDGE 1963, IS A STANDARD DISK WELDED
 JN0450'TO THE TOP OF A 2-INCH GALVANIZED PIPE WHICH IS SET IN CEMENT
 JN0450'PROJECTING 12 INCHES.  IT IS 35 FEET NORTH OF THE SOUTH END OF THE
 JN0450'PEAK, 17-1/2 FEET WEST OF THE EAST EDGE OF THE PEAK AND 13 FEET
 JN0450'EAST OF THE WEST EDGE OF THE PEAK.
 JN0450'
 JN0450'REFERENCE MARK 1, STAMPED RIDGE NO 1 1963, IS A STANDARD DISK
 JN0450'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE SET IN CEMENT
 JN0450'AND PROJECTING 14 INCHES.  IT IS 8 FEET WEST OF THE EAST EDGE
 JN0450'OF THE PEAK.
 JN0450'
 JN0450'REFERENCE MARK 2, STAMPED RIDGE NO 2 1963, IS A STANDARD DISK
 JN0450'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE SET IN CEMENT
 JN0450'AND PROJECTING 13 INCHES.  IT IS 10 FEET EAST OF THE WEST EDGE
 JN0450'OF THE PEAK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DI1892 ***********************************************************************
 DI1892  PACS        -  This is a Primary Airport Control Station.
 DI1892  DESIGNATION -  RIF A
 DI1892  PID         -  DI1892
 DI1892  STATE/COUNTY-  UT/SEVIER
 DI1892  COUNTRY     -  US
 DI1892  USGS QUAD   -  ANNABELLA (2017)
 DI1892
 DI1892                         *CURRENT SURVEY CONTROL
 DI1892  ______________________________________________________________________
 DI1892* NAD 83(2011) POSITION- 38 44 14.61441(N) 112 05 48.52724(W)   ADJUSTED
 DI1892* NAD 83(2011) ELLIP HT-  1589.181 (meters)        (06/27/12)   ADJUSTED
 DI1892* NAD 83(2011) EPOCH   -  2010.00
 DI1892* NAVD 88 ORTHO HEIGHT -  1608.07  (meters)     5275.8   (feet) GPS OBS
 DI1892  ______________________________________________________________________
 DI1892  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI1892  GEOID HEIGHT    -        -18.868 (meters)                     GEOID03
 DI1892  GEOID HEIGHT    -        -18.889 (meters)                     GEOID18
 DI1892  NAD 83(2011) X  - -1,874,416.565 (meters)                     COMP
 DI1892  NAD 83(2011) Y  - -4,616,868.016 (meters)                     COMP
 DI1892  NAD 83(2011) Z  -  3,970,613.513 (meters)                     COMP
 DI1892  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 DI1892
 DI1892  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI1892  Standards:
 DI1892         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI1892            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI1892  -------------------------------------------------------------------
 DI1892  NETWORK    0.61   1.18           0.28   0.21   0.60      0.03532953
 DI1892  -------------------------------------------------------------------
 DI1892  Click here for local accuracies and other accuracy information.
 DI1892
 DI1892.This mark is at Richfield Municipal Airport  (RIF)
 DI1892
 DI1892.The horizontal coordinates were established by GPS observations
 DI1892.and adjusted by the National Geodetic Survey in June 2012.
 DI1892
 DI1892.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI1892.been affixed to the stable North American tectonic plate. See 
 DI1892.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI1892
 DI1892.The horizontal coordinates are valid at the epoch date displayed above
 DI1892.which is a decimal equivalence of Year/Month/Day.
 DI1892
 DI1892.The orthometric height was determined by GPS observations and a
 DI1892.high-resolution geoid model.
 DI1892
 DI1892.GPS derived orthometric heights for airport stations designated as
 DI1892.PACS or SACS are published to 2 decimal places.  This maintains
 DI1892.centimeter relative accuracy between the PACS and SACS.  It does
 DI1892.not indicate centimeter accuracy relative to other marks which are
 DI1892.part of the published vertical control network.
 DI1892
 DI1892.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1892.GEOID18 height accuracy estimate available here.
 DI1892
 DI1892.Click photographs - Photos may exist for this station.
 DI1892
 DI1892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1892
 DI1892.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI1892
 DI1892.The ellipsoidal height was determined by GPS observations
 DI1892.and is referenced to NAD 83.
 DI1892
 DI1892. The following values were computed from the NAD 83(2011) position.
 DI1892
 DI1892;                    North         East     Units Scale Factor Converg.
 DI1892;SPC UT C     - 2,045,033.397   448,105.866   MT  1.00008061   -0 22 56.3
 DI1892;SPC UT C     - 6,709,413.74  1,470,160.66   sFT  1.00008061   -0 22 56.3
 DI1892;UTM  12      - 4,288,206.432   404,673.681   MT  0.99971190   -0 41 11.0
 DI1892
 DI1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1892!SPC UT C     -   0.99975072  x   1.00008061  =   0.99983131
 DI1892!UTM  12      -   0.99975072  x   0.99971190  =   0.99946269
 DI1892
 DI1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH0467388206(NAD 83)
 DI1892
 DI1892                          SUPERSEDED SURVEY CONTROL
 DI1892
 DI1892  NAD 83(2007)-  38 44 14.61420(N)    112 05 48.52752(W) AD(2002.00) A
 DI1892  ELLIP H (05/07/09) 1589.182  (m)                       GP(2002.00) 3 1
 DI1892  NAD 83(1994)-  38 44 14.61390(N)    112 05 48.52696(W) AD(       ) A
 DI1892  ELLIP H (09/19/06) 1589.184  (m)                       GP(       ) 3 1
 DI1892
 DI1892.Superseded values are not recommended for survey control.
 DI1892
 DI1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1892.See file dsdata.pdf to determine how the superseded data were derived.
 DI1892
 DI1892_MARKER: I = METAL ROD
 DI1892_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DI1892_STAMPING: RIFA 2006
 DI1892_MARK LOGO: SUNENG
 DI1892_PROJECTION: FLUSH
 DI1892_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1892_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DI1892+STABILITY: POSITION/ELEVATION WELL
 DI1892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1892+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 DI1892_ROD/PIPE-DEPTH: 17.6 meters
 DI1892_SLEEVE-DEPTH  : 1.2 meters
 DI1892
 DI1892  HISTORY     - Date     Condition        Report By
 DI1892  HISTORY     - 20060906 MONUMENTED       SUNENG
 DI1892
 DI1892                          STATION DESCRIPTION
 DI1892
 DI1892'DESCRIBED BY SUNRISE ENGINEERING 2006
 DI1892'THE STATION IS LOCATED AT THE RICHFIELD MUNICIPAL AIRPORT. TO ACCESS
 DI1892'THE STATION FROM I-70 EXIT 37 TRAVEL EAST ON SR-120 0.4 MI (0.64 KM)
 DI1892'TO AIRPORT ROAD, TURN RIGHT AND TRAVEL 0.3 MI (0.48 KM) TO AIRPORT
 DI1892'ENTRANCE TURN LEFT AND HEAD EAST 0.3 MI (0.48 KM) ALONG TAXIWAY TO
 DI1892'RUNWAY.  TURN RIGHT AND FOLLOW RUNWAY 0.5 MI (0.8 KM) SOUTHWEST.  THE
 DI1892'STATION IS 261 FT (79.6 M) SOUTH EAST OF THE SOUTHEAST EDGE OF THE
 DI1892'RUNWAY 6 FT (1.8 M) SOUTH OF A CARSONITE POST.  ACCESS IS THROUGH AN
 DI1892'ALUMINUM LID.  A STAINLESS STEEL ROD WITH GREASE FILLED SLEEVE DRIVEN
 DI1892'TO REFUSAL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DI2114 ***********************************************************************
 DI2114  SACS        -  This is a Secondary Airport Control Station.
 DI2114  DESIGNATION -  RIF B
 DI2114  PID         -  DI2114
 DI2114  STATE/COUNTY-  UT/SEVIER
 DI2114  COUNTRY     -  US
 DI2114  USGS QUAD   -  ANNABELLA (2017)
 DI2114
 DI2114                         *CURRENT SURVEY CONTROL
 DI2114  ______________________________________________________________________
 DI2114* NAD 83(2011) POSITION- 38 44 42.12754(N) 112 05 42.34955(W)   ADJUSTED
 DI2114* NAD 83(2011) ELLIP HT-  1590.462 (meters)        (06/27/12)   ADJUSTED
 DI2114* NAD 83(2011) EPOCH   -  2010.00
 DI2114* NAVD 88 ORTHO HEIGHT -  1609.35  (meters)     5280.0   (feet) GPS OBS
 DI2114  ______________________________________________________________________
 DI2114  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI2114  GEOID HEIGHT    -        -18.858 (meters)                     GEOID03
 DI2114  GEOID HEIGHT    -        -18.879 (meters)                     GEOID18
 DI2114  NAD 83(2011) X  - -1,874,078.905 (meters)                     COMP
 DI2114  NAD 83(2011) Y  - -4,616,433.014 (meters)                     COMP
 DI2114  NAD 83(2011) Z  -  3,971,276.217 (meters)                     COMP
 DI2114  LAPLACE CORR    -         -3.51  (seconds)                    DEFLEC18
 DI2114
 DI2114  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI2114  Standards:
 DI2114         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI2114            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI2114  -------------------------------------------------------------------
 DI2114  NETWORK    0.66   1.22           0.30   0.23   0.62      0.04419407
 DI2114  -------------------------------------------------------------------
 DI2114  Click here for local accuracies and other accuracy information.
 DI2114
 DI2114.This mark is at Richfield Municipal Airport  (RIF)
 DI2114
 DI2114.The horizontal coordinates were established by GPS observations
 DI2114.and adjusted by the National Geodetic Survey in June 2012.
 DI2114
 DI2114.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI2114.been affixed to the stable North American tectonic plate. See 
 DI2114.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI2114
 DI2114.The horizontal coordinates are valid at the epoch date displayed above
 DI2114.which is a decimal equivalence of Year/Month/Day.
 DI2114
 DI2114.The orthometric height was determined by GPS observations and a
 DI2114.high-resolution geoid model.
 DI2114
 DI2114.GPS derived orthometric heights for airport stations designated as
 DI2114.PACS or SACS are published to 2 decimal places.  This maintains
 DI2114.centimeter relative accuracy between the PACS and SACS.  It does
 DI2114.not indicate centimeter accuracy relative to other marks which are
 DI2114.part of the published vertical control network.
 DI2114
 DI2114.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI2114.GEOID18 height accuracy estimate available here.
 DI2114
 DI2114.Click photographs - Photos may exist for this station.
 DI2114
 DI2114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI2114
 DI2114.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI2114
 DI2114.The ellipsoidal height was determined by GPS observations
 DI2114.and is referenced to NAD 83.
 DI2114
 DI2114. The following values were computed from the NAD 83(2011) position.
 DI2114
 DI2114;                    North         East     Units Scale Factor Converg.
 DI2114;SPC UT C     - 2,045,880.854   448,260.721   MT  1.00007809   -0 22 52.3
 DI2114;SPC UT C     - 6,712,194.10  1,470,668.72   sFT  1.00007809   -0 22 52.3
 DI2114;UTM  12      - 4,289,052.743   404,832.974   MT  0.99971153   -0 41 07.5
 DI2114
 DI2114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI2114!SPC UT C     -   0.99975052  x   1.00007809  =   0.99982859
 DI2114!UTM  12      -   0.99975052  x   0.99971153  =   0.99946212
 DI2114
 DI2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH0483289052(NAD 83)
 DI2114
 DI2114                          SUPERSEDED SURVEY CONTROL
 DI2114
 DI2114  NAD 83(2007)-  38 44 42.12733(N)    112 05 42.34983(W) AD(2002.00) 1
 DI2114  ELLIP H (07/08/09) 1590.464  (m)                       GP(2002.00) 4 1
 DI2114  NAD 83(1994)-  38 44 42.12703(N)    112 05 42.34927(W) AD(       ) 1
 DI2114  ELLIP H (10/10/06) 1590.466  (m)                       GP(       ) 4 1
 DI2114
 DI2114.Superseded values are not recommended for survey control.
 DI2114
 DI2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI2114.See file dsdata.pdf to determine how the superseded data were derived.
 DI2114
 DI2114_MARKER: DD = SURVEY DISK
 DI2114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI2114_STAMPING: RIFB 2006
 DI2114_MARK LOGO: SUNENG
 DI2114_PROJECTION: FLUSH
 DI2114_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI2114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI2114+STABILITY: SURFACE MOTION
 DI2114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI2114+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 DI2114
 DI2114  HISTORY     - Date     Condition        Report By
 DI2114  HISTORY     - 20060726 MONUMENTED       SUNENG
 DI2114
 DI2114                          STATION DESCRIPTION
 DI2114
 DI2114'DESCRIBED BY SUNRISE ENGINEERING 2006
 DI2114'THE STATION IS LOCATED AT THE RICHFIELD MUNICIPAL AIRPORT. TO ACCESS
 DI2114'THE STATION FROM I-70 EXIT 37 TRAVEL EAST ON SR-120 0.4 MI (0.64 KM)
 DI2114'TO AIRPORT ROAD, TURN RIGHT AND TRAVEL 0.3 MI (0.48 KM) TO AIRPORT
 DI2114'ENTRANCE TURN LEFT AND HEAD EAST 800 FT (243.8 M) TO GATE FROM THE
 DI2114'GATE TRAVEL 250 FT (76.2 M) EAST ALONG TAXIWAY THE MARK IS 300 FT
 DI2114'(91.4 M) NORTH OF THE NORTH EDGE OF THE TAXIWAY.6 FT (1.8 M) SOUTH OF
 DI2114'A CARSONITE POST.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 DI2114'MONUMENT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DI2115 ***********************************************************************
 DI2115  SACS        -  This is a Secondary Airport Control Station.
 DI2115  DESIGNATION -  RIF C
 DI2115  PID         -  DI2115
 DI2115  STATE/COUNTY-  UT/SEVIER
 DI2115  COUNTRY     -  US
 DI2115  USGS QUAD   -  ANNABELLA (2017)
 DI2115
 DI2115                         *CURRENT SURVEY CONTROL
 DI2115  ______________________________________________________________________
 DI2115* NAD 83(2011) POSITION- 38 43 33.12883(N) 112 06 15.77286(W)   ADJUSTED
 DI2115* NAD 83(2011) ELLIP HT-  1598.467 (meters)        (06/27/12)   ADJUSTED
 DI2115* NAD 83(2011) EPOCH   -  2010.00
 DI2115* NAVD 88 ORTHO HEIGHT -  1617.37  (meters)     5306.3   (feet) GPS OBS
 DI2115  ______________________________________________________________________
 DI2115  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI2115  GEOID HEIGHT    -        -18.878 (meters)                     GEOID03
 DI2115  GEOID HEIGHT    -        -18.897 (meters)                     GEOID18
 DI2115  NAD 83(2011) X  - -1,875,330.380 (meters)                     COMP
 DI2115  NAD 83(2011) Y  - -4,617,368.849 (meters)                     COMP
 DI2115  NAD 83(2011) Z  -  3,969,621.142 (meters)                     COMP
 DI2115  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 DI2115
 DI2115  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI2115  Standards:
 DI2115         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI2115            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI2115  -------------------------------------------------------------------
 DI2115  NETWORK    0.66   1.22           0.30   0.23   0.62      0.04193814
 DI2115  -------------------------------------------------------------------
 DI2115  Click here for local accuracies and other accuracy information.
 DI2115
 DI2115.This mark is at Richfield Municipal Airport  (RIF)
 DI2115
 DI2115.The horizontal coordinates were established by GPS observations
 DI2115.and adjusted by the National Geodetic Survey in June 2012.
 DI2115
 DI2115.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI2115.been affixed to the stable North American tectonic plate. See 
 DI2115.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI2115
 DI2115.The horizontal coordinates are valid at the epoch date displayed above
 DI2115.which is a decimal equivalence of Year/Month/Day.
 DI2115
 DI2115.The orthometric height was determined by GPS observations and a
 DI2115.high-resolution geoid model.
 DI2115
 DI2115.GPS derived orthometric heights for airport stations designated as
 DI2115.PACS or SACS are published to 2 decimal places.  This maintains
 DI2115.centimeter relative accuracy between the PACS and SACS.  It does
 DI2115.not indicate centimeter accuracy relative to other marks which are
 DI2115.part of the published vertical control network.
 DI2115
 DI2115.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI2115.GEOID18 height accuracy estimate available here.
 DI2115
 DI2115.Click photographs - Photos may exist for this station.
 DI2115
 DI2115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI2115
 DI2115.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI2115
 DI2115.The ellipsoidal height was determined by GPS observations
 DI2115.and is referenced to NAD 83.
 DI2115
 DI2115. The following values were computed from the NAD 83(2011) position.
 DI2115
 DI2115;                    North         East     Units Scale Factor Converg.
 DI2115;SPC UT C     - 2,043,758.482   447,439.158   MT  1.00008444   -0 23 13.8
 DI2115;SPC UT C     - 6,705,230.95  1,467,973.30   sFT  1.00008444   -0 23 13.8
 DI2115;UTM  12      - 4,286,935.541   404,000.468   MT  0.99971349   -0 41 27.4
 DI2115
 DI2115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI2115!SPC UT C     -   0.99974926  x   1.00008444  =   0.99983368
 DI2115!UTM  12      -   0.99974926  x   0.99971349  =   0.99946282
 DI2115
 DI2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH0400086935(NAD 83)
 DI2115
 DI2115                          SUPERSEDED SURVEY CONTROL
 DI2115
 DI2115  NAD 83(2007)-  38 43 33.12862(N)    112 06 15.77314(W) AD(2002.00) 1
 DI2115  ELLIP H (07/08/09) 1598.469  (m)                       GP(2002.00) 4 1
 DI2115  NAD 83(1994)-  38 43 33.12832(N)    112 06 15.77258(W) AD(       ) 1
 DI2115  ELLIP H (10/10/06) 1598.471  (m)                       GP(       ) 4 1
 DI2115
 DI2115.Superseded values are not recommended for survey control.
 DI2115
 DI2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI2115.See file dsdata.pdf to determine how the superseded data were derived.
 DI2115
 DI2115_MARKER: DB = BENCH MARK DISK
 DI2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI2115_STAMPING: RIFC 2006
 DI2115_MARK LOGO: SUNENG
 DI2115_PROJECTION: FLUSH
 DI2115_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI2115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI2115+STABILITY: SURFACE MOTION
 DI2115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI2115+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 DI2115
 DI2115  HISTORY     - Date     Condition        Report By
 DI2115  HISTORY     - 20060726 MONUMENTED       SUNENG
 DI2115
 DI2115                          STATION DESCRIPTION
 DI2115
 DI2115'DESCRIBED BY SUNRISE ENGINEERING 2006
 DI2115'THE STATION IS LOCATED AT THE RICHFIELD MUNICIPAL AIRPORT. TO ACCESS
 DI2115'THE STATION FROM I-70 EXIT 37 TRAVEL EAST ON SR-120 0.4 MI (0.64 KM)
 DI2115'TO AIRPORT ROAD, TURN RIGHT AND TRAVEL 0.3 MI (0.48 KM) TO AIRPORT
 DI2115'ENTRANCE TURN LEFT AND HEAD EAST 0.3 MI (0.48 KM) ALONG TAXIWAY TO
 DI2115'RUNWAY.  TURN RIGHT AND FOLLOW RUNWAY 1.22 MI (0.8 KM) SOUTHWEST TO
 DI2115'THE END OF THE RUNWAY THEN TRAVEL S-SW 800 FT (243.8 M) TO THE STATION
 DI2115'THE MARK IS 6 FT (1.8 M) SOUTH OF A CARSONITE POST.  A STANDARD DISK
 DI2115'IN THE TOP OF A CONCRETE MONUMENT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0546 ***********************************************************************
 HO0546  DESIGNATION -  RIGGS
 HO0546  PID         -  HO0546
 HO0546  STATE/COUNTY-  UT/KANE
 HO0546  COUNTRY     -  US
 HO0546  USGS QUAD   -  RAINBOW POINT (2017)
 HO0546
 HO0546                         *CURRENT SURVEY CONTROL
 HO0546  ______________________________________________________________________
 HO0546* NAD 83(1994) POSITION- 37 23 13.96156(N) 112 08 34.97926(W)   ADJUSTED
 HO0546* NAVD 88 ORTHO HEIGHT -  2154.6   (meters)     7069.    (feet) VERTCON3
 HO0546  ______________________________________________________________________
 HO0546  GEOID HEIGHT    -        -21.126 (meters)                     GEOID18
 HO0546  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 HO0546  HORZ ORDER      -  THIRD
 HO0546
 HO0546.The horizontal coordinates were established by classical geodetic methods
 HO0546.and adjusted by the National Geodetic Survey in November 1997.
 HO0546
 HO0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0546
 HO0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0546.GEOID18 height accuracy estimate available here.
 HO0546
 HO0546.Click photographs - Photos may exist for this station.
 HO0546
 HO0546.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0546
 HO0546. The following values were computed from the NAD 83(1994) position.
 HO0546
 HO0546;                    North         East     Units Scale Factor Converg.
 HO0546;SPC UT S     - 3,080,164.083   443,054.484   MT  0.99997514   -0 23 38.4
 HO0546;SPC UT S     -10,105,505.00  1,453,587.92   sFT  0.99997514   -0 23 38.4
 HO0546;UTM  12      - 4,138,441.333   398,812.192   MT  0.99972612   -0 41 38.8
 HO0546
 HO0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0546!SPC UT S     -   0.99966531  x   0.99997514  =   0.99964046
 HO0546!UTM  12      -   0.99966531  x   0.99972612  =   0.99939152
 HO0546
 HO0546:                Primary Azimuth Mark                     Grid Az
 HO0546:SPC UT S     -  SWALLOW                                  116 41 03.0
 HO0546:UTM  12      -  SWALLOW                                  116 59 03.4
 HO0546
 HO0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG9881238441(NAD 83)
 HO0546
 HO0546|---------------------------------------------------------------------|
 HO0546| PID    Reference Object                     Distance      Geod. Az  |
 HO0546|                                                           dddmmss.s |
 HO0546| HO0541 SWALLOW                             APPROX. 7.2 KM 1161724.6 |
 HO0546|---------------------------------------------------------------------|
 HO0546
 HO0546                          SUPERSEDED SURVEY CONTROL
 HO0546
 HO0546  NAD 83(1992)-  37 23 13.95948(N)    112 08 34.97974(W) AD(       ) 3
 HO0546  NAD 83(1986)-  37 23 13.95870(N)    112 08 34.97891(W) AD(       ) 3
 HO0546  NAD 27      -  37 23 14.02757(N)    112 08 32.28741(W) AD(       ) 3
 HO0546  NGVD 29 (07/19/86) 2153.4    (m)         7065.     (f) VERT ANG       
 HO0546
 HO0546.Superseded values are not recommended for survey control.
 HO0546
 HO0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0546.See file dsdata.pdf to determine how the superseded data were derived.
 HO0546
 HO0546_MARKER: DD = SURVEY DISK
 HO0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0546_STAMPING: RIGGS 1964
 HO0546_MARK LOGO: USGS
 HO0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0546+STABILITY: SURFACE MOTION
 HO0546
 HO0546  HISTORY     - Date     Condition        Report By
 HO0546  HISTORY     - 1964     MONUMENTED       USGS
 HO0546
 HO0546                          STATION DESCRIPTION
 HO0546
 HO0546'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 HO0546'LOCATED ABOUT 25 MI. (AIRLINE) NE. OF GLENDALE, ABOUT 17 MI. SSW. OF
 HO0546'TROPIC, ABOUT 5.9 MI. NE. OF THE FINDLAY RANCH, ABOUT 1 MI. E. OF
 HO0546'RIGGS CREEK, ON A PROMINENT, HEAVILY TIMBERED TOP.
 HO0546'
 HO0546'TO REACH FROM THE POST OFFICE IN CANNONVILLE, GO S. ALONG DIRT RD. 2.4
 HO0546'MI. TO A Y-RD. FORK, TAKE LEFT FOR 0.3 MI. TO A Y-RD. FORK, TAKE RIGHT
 HO0546'FORK ACROSS YELLOW WASH AND FOLLOW MAIN TRAVELED RD. 12.6 MI. TO A
 HO0546'Y-RD. FORK JUST AFTER PASSING THROUGH A GATE, TAKE LEFT FORK (LEAVING
 HO0546'MAIN TRAVELED RD.) AND FOLLOW OLD RD. 0.5 MI. TO A Y-RD. FORK, TAKE
 HO0546'RIGHT FORK FOR 0.3 MI. TO A Y-RD. FORK, TAKE RIGHT FORK AND FOLLOW
 HO0546'MAIN TRAVELED RD. 3.8 MI. TO END OF TRUCK TRAVEL.  PACK SW. THROUGH
 HO0546'TIMBER TO HIGHEST POINT AND STATION MARK, A 20 MINUTE PACK.  WITH
 HO0546'CARE A MILITARY JEEP CAN BE TAKEN TO THE STATION.
 HO0546'
 HO0546'STATION MARK--STANDARD TABLET, STAMPED ---RIGGS 1964---, SET IN A
 HO0546'CEMENT POST PROJECTING 0.9 FT. ABOVE THE GROUND.
 HO0546'
 HO0546'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, IN A TRIANGULAR BLAZE
 HO0546'OF A PINON TREE, 29.18 FT. FROM STATION MARK, N 53 DEG 15 MIN W.
 HO0546'
 HO0546'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, IN A TRIANGULAR BLAZE
 HO0546'OF A PINON TREE, 30.83 FT. FROM STATION MARK, N 31 DEG 35 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0690 ***********************************************************************
 HN0690  DESIGNATION -  RIGHT
 HN0690  PID         -  HN0690
 HN0690  STATE/COUNTY-  UT/GARFIELD
 HN0690  COUNTRY     -  US
 HN0690  USGS QUAD   -  SEEP FLAT (2017)
 HN0690
 HN0690                         *CURRENT SURVEY CONTROL
 HN0690  ______________________________________________________________________
 HN0690* NAD 83(1994) POSITION- 37 35 38.43666(N) 111 29 34.64274(W)   ADJUSTED
 HN0690* NAVD 88 ORTHO HEIGHT -  2286.3   (meters)     7501.    (feet) VERTCON3
 HN0690  ______________________________________________________________________
 HN0690  GEOID HEIGHT    -        -20.937 (meters)                     GEOID18
 HN0690  LAPLACE CORR    -        -11.29  (seconds)                    DEFLEC18
 HN0690  HORZ ORDER      -  THIRD
 HN0690
 HN0690.The horizontal coordinates were established by classical geodetic methods
 HN0690.and adjusted by the National Geodetic Survey in November 1997.
 HN0690
 HN0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0690
 HN0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0690.GEOID18 height accuracy estimate available here.
 HN0690
 HN0690.Click photographs - Photos may exist for this station.
 HN0690
 HN0690.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0690
 HN0690. The following values were computed from the NAD 83(1994) position.
 HN0690
 HN0690;                    North         East     Units Scale Factor Converg.
 HN0690;SPC UT S     - 3,102,919.441   500,622.032   MT  0.99995677   +0 00 15.5
 HN0690;SPC UT S     -10,180,161.53  1,642,457.45   sFT  0.99995677   +0 00 15.5
 HN0690;UTM  12      - 4,160,885.373   456,482.102   MT  0.99962333   -0 18 02.7
 HN0690
 HN0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0690!SPC UT S     -   0.99964464  x   0.99995677  =   0.99960143
 HN0690!UTM  12      -   0.99964464  x   0.99962333  =   0.99926811
 HN0690
 HN0690:                Primary Azimuth Mark                     Grid Az
 HN0690:SPC UT S     -  CHANCE                                   063 35 16.8
 HN0690:UTM  12      -  CHANCE                                   063 53 35.0
 HN0690
 HN0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG5648260885(NAD 83)
 HN0690
 HN0690|---------------------------------------------------------------------|
 HN0690| PID    Reference Object                     Distance      Geod. Az  |
 HN0690|                                                           dddmmss.s |
 HN0690| HN0691 CHANCE                              APPROX.10.9 KM 0633532.3 |
 HN0690|---------------------------------------------------------------------|
 HN0690
 HN0690                          SUPERSEDED SURVEY CONTROL
 HN0690
 HN0690  NAD 83(1986)-  37 35 38.43269(N)    111 29 34.64486(W) AD(       ) 3
 HN0690  NAD 27      -  37 35 38.47787(N)    111 29 32.03859(W) AD(       ) 3
 HN0690  NGVD 29 (07/19/86) 2285.1    (m)         7497.     (f) VERT ANG       
 HN0690
 HN0690.Superseded values are not recommended for survey control.
 HN0690
 HN0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0690.See file dsdata.pdf to determine how the superseded data were derived.
 HN0690
 HN0690_MARKER: DD = SURVEY DISK
 HN0690_SETTING: 80 = SET IN A BOULDER
 HN0690_STAMPING: RIGHT 1962
 HN0690_MARK LOGO: USGS
 HN0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0690+STABILITY: SURFACE MOTION
 HN0690
 HN0690  HISTORY     - Date     Condition        Report By
 HN0690  HISTORY     - 1962     MONUMENTED       USGS
 HN0690
 HN0690                          STATION DESCRIPTION
 HN0690
 HN0690'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HN0690'LOCATED ABOUT 28 MI. (AIRLINE) ENE. OF HENRIEVILLE, 22 MI. SW. OF
 HN0690'BOULDER AND 13 MI. SSE. OF ESCALANTE ON THE ESCALANTE RIM AND ON ONE
 HN0690'OF A GROUP OF LARGE, UNUSUAL BOULDERS PROJECTING ABOVE THE SURROUNDING
 HN0690'TERRAIN.  STATION REACHED BY HELICOPTER.
 HN0690'
 HN0690'STATION MARK--STANDARD TABLET, SET IN A FLAT TOPPED BOULDER WHICH IS
 HN0690'SECOND HIGHEST OF A GROUP OF LARGE BOULDERS.  IT IS STAMPED ---RIGHT
 HN0690'1962---.
 HN0690'
 HN0690'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HN0690'1 1962---, AND IS 32.47 FT. FROM STATION MARK.
 HN0690'
 HN0690'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HN0690'2 1962---, AND IS SET IN BOULDER, IT IS 47.85 FT. FROM STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0462 ***********************************************************************
 KO0462  DESIGNATION -  RIM
 KO0462  PID         -  KO0462
 KO0462  STATE/COUNTY-  UT/MILLARD
 KO0462  COUNTRY     -  US
 KO0462  USGS QUAD   -  BULLGRASS KNOLL (2017)
 KO0462
 KO0462                         *CURRENT SURVEY CONTROL
 KO0462  ______________________________________________________________________
 KO0462* NAD 83(1994) POSITION- 39 06 08.50279(N) 113 34 44.05808(W)   ADJUSTED
 KO0462* NAVD 88 ORTHO HEIGHT -  2176.4   (meters)     7140.    (feet) VERTCON3
 KO0462  ______________________________________________________________________
 KO0462  GEOID HEIGHT    -        -20.001 (meters)                     GEOID18
 KO0462  LAPLACE CORR    -         -7.20  (seconds)                    DEFLEC18
 KO0462  HORZ ORDER      -  SECOND
 KO0462
 KO0462.The horizontal coordinates were established by classical geodetic methods
 KO0462.and adjusted by the National Geodetic Survey in November 1997.
 KO0462
 KO0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0462
 KO0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0462.GEOID18 height accuracy estimate available here.
 KO0462
 KO0462.Click photographs - Photos may exist for this station.
 KO0462
 KO0462.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0462
 KO0462. The following values were computed from the NAD 83(1994) position.
 KO0462
 KO0462;                    North         East     Units Scale Factor Converg.
 KO0462;SPC UT C     - 2,087,467.709   320,191.499   MT  0.99997995   -1 19 54.1
 KO0462;SPC UT C     - 6,848,633.64  1,050,494.94   sFT  0.99997995   -1 19 54.1
 KO0462;UTM  12      - 4,331,302.462   276,994.653   MT  1.00021239   -1 37 37.9
 KO0462
 KO0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0462!SPC UT C     -   0.99966178  x   0.99997995  =   0.99964174
 KO0462!UTM  12      -   0.99966178  x   1.00021239  =   0.99987410
 KO0462
 KO0462:                Primary Azimuth Mark                     Grid Az
 KO0462:SPC UT C     -  RIM AZ MK                                183 03 02.5
 KO0462:UTM  12      -  RIM AZ MK                                183 20 46.3
 KO0462
 KO0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ7699431302(NAD 83)
 KO0462
 KO0462|---------------------------------------------------------------------|
 KO0462| PID    Reference Object                     Distance      Geod. Az  |
 KO0462|                                                           dddmmss.s |
 KO0462| CM5881 RIM AZ MK                                          1814308.4 |
 KO0462| CM5882 RIM RM 1                              6.113 METERS 19904     |
 KO0462| CM5883 RIM RM 2                             10.050 METERS 28752     |
 KO0462|---------------------------------------------------------------------|
 KO0462
 KO0462                          SUPERSEDED SURVEY CONTROL
 KO0462
 KO0462  NAD 83(1986)-  39 06 08.49897(N)    113 34 44.05701(W) AD(       ) 2
 KO0462  NAD 27      -  39 06 08.68030(N)    113 34 41.13610(W) AD(       ) 2
 KO0462  NGVD 29 (07/19/86) 2175.2    (m)         7136.     (f) VERT ANG       
 KO0462
 KO0462.Superseded values are not recommended for survey control.
 KO0462
 KO0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0462.See file dsdata.pdf to determine how the superseded data were derived.
 KO0462
 KO0462_MARKER: DS = TRIANGULATION STATION DISK
 KO0462_SETTING: 66 = SET IN ROCK OUTCROP
 KO0462_STAMPING: RIM 1957
 KO0462_MARK LOGO: CGS
 KO0462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0462+STABILITY: POSITION/ELEVATION WELL
 KO0462
 KO0462  HISTORY     - Date     Condition        Report By
 KO0462  HISTORY     - 1957     MONUMENTED       CGS
 KO0462  HISTORY     - 1958     GOOD             USGS
 KO0462
 KO0462                          STATION DESCRIPTION
 KO0462
 KO0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0462'STATION IS LOCATED, AIRLINE, ABOUT 30 MILES EAST NORTHEAST
 KO0462'OF BAKER, 10 MILES WEST SOUTHWEST OF NOTCH PEAK, 5 MILES
 KO0462'NORTHEAST OF THE SUMMIT OF THE MOUNTAINS WHERE U.S. HIGHWAY
 KO0462'6 CROSSES OVER FROM SNAKE VALLEY INTO WHITE VALLEY, 1-1/2
 KO0462'MILES NORTH OF U.S. HIGHWAY 6 AND ON THE HIGHEST POINT OF A RIDGE
 KO0462'THAT OVERLOOKS THE VALLEY TO THE EAST.  THERE IS A HIGHER
 KO0462'POINT ABOUT 1 MILE NORTH THAT HAS A LARGE, FLAT TOPPED OUTCROP
 KO0462'ON TOP.
 KO0462'
 KO0462'STATION IS REACHED AS FOLLOWS--FROM THE CENTER OF THE BUSINESS
 KO0462'DISTRICT IN THE VILLAGE OF BAKER, GO NORTH FOR 4.7 MILES TO
 KO0462'THE JUNCTION OF U.S. HIGHWAY 6.  TURN RIGHT, EAST, ON U.S.
 KO0462'HIGHWAY 6 AND GO 32.4 MILES TO A RIGHT CURVE IN THE HIGHWAY,
 KO0462'A LARGE WASH COMING IN ON THE LEFT AND THE AZIMUTH MARK IN
 KO0462'A LARGE BOULDER ABOUT 100 FEET NORTH OF THE CENTERLINE OF THE
 KO0462'HIGHWAY.  FROM THE AZIMUTH MARK FOLLOW THE LARGE WASH NORTH
 KO0462'AND UP THE CANYON FOR ABOUT 0.8 MILE TO THE END OF TRUCK
 KO0462'TRAVEL.  FROM HERE PACK NORTHERLY TOWARDS THE LARGE, DARK
 KO0462'OUTCROP ON TOP OF THE RIDGE, BEARING A LITTLE TO THE RIGHT
 KO0462'OF THE OUTCROP, TO THE HIGHEST POINT AND THE STATION.  PACKING
 KO0462'TIME IS ABOUT 1-1/4 HOURS.  NOTE--THE LAST 0.8 MILE IS VERY
 KO0462'ROUGH AND A FOUR WHEEL DRIVE TRUCK IS NECESSARY.
 KO0462'
 KO0462'STATION MARK, STAMPED RIM 1957, IS A STANDARD DISK CEMENTED
 KO0462'IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 24 BY 18 INCHES
 KO0462'AND PROJECTING 4 INCHES.  IT IS ON THE HIGHEST PART OF THE RIDGE.
 KO0462'
 KO0462'REFERENCE MARK NUMBER 1, STAMPED RIM NO 1 1957, IS A STANDARD
 KO0462'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 6
 KO0462'BY 3 FEET, PROJECTING 1 FOOT AND IS ABOUT 7 FEET LOWER THAN
 KO0462'THE STATION.  IT IS ON THE LOWER EDGE OF THE LARGE OUTCROP
 KO0462'THE STATION IS ON.
 KO0462'
 KO0462'REFERENCE MARK NUMBER 2, STAMPED RIM NO 2 1957, IS A STANDARD
 KO0462'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH
 KO0462'WITH THE GROUND.  IT IS ON THE CREST OF THE RIDGE, 4 FEET LOWER
 KO0462'THAN THE STATION AND IN THE MAIN, BARE OUTCROP OF THE RIDGE.
 KO0462'
 KO0462'AZIMUTH MARK, STAMPED RIM 1957, IS A STANDARD DISK CEMENTED
 KO0462'IN A DRILL HOLE IN A LARGE LAVA BOULDER ABOUT 4 FEET SQUARE,
 KO0462'FLAT ON TOP AND PROJECTING 1 FOOT.  IT IS 100 FEET NORTH OF THE
 KO0462'CENTERLINE OF THE HIGHWAY AND 20 FEET NORTH OF THE EDGE OF
 KO0462'THE DRY WASH RUNNING ALONG THE HIGHWAY.
 KO0462'
 KO0462'HEIGHT OF LIGHT ABOVE STATION MARK 1.57 METERS.
 KO0462
 KO0462                          STATION RECOVERY (1958)
 KO0462
 KO0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 KO0462'RECOVERED IN GOOD CONDITION.
 KO0462'
 KO0462'STATION MARK--STANDARD DISK, STAMPED ---RIM 1957---, CEMENTED IN A
 KO0462'DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 24 X 18 IN. AND PROJECTING
 KO0462'4 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0942 ***********************************************************************
 HN0942  DESIGNATION -  RINCON=ET U 102
 HN0942  PID         -  HN0942
 HN0942  STATE/COUNTY-  UT/SAN JUAN
 HN0942  COUNTRY     -  US
 HN0942  USGS QUAD   -  THE RINCON (2017)
 HN0942
 HN0942                         *CURRENT SURVEY CONTROL
 HN0942  ______________________________________________________________________
 HN0942* NAD 83(1994) POSITION- 37 17 16.95557(N) 110 49 02.96061(W)   ADJUSTED
 HN0942* NAVD 88 ORTHO HEIGHT -  1477.8   (meters)     4848.    (feet) VERTCON3
 HN0942  ______________________________________________________________________
 HN0942  GEOID HEIGHT    -        -22.635 (meters)                     GEOID18
 HN0942  LAPLACE CORR    -          1.31  (seconds)                    DEFLEC18
 HN0942  HORZ ORDER      -  SECOND
 HN0942
 HN0942.The horizontal coordinates were established by classical geodetic methods
 HN0942.and adjusted by the National Geodetic Survey in November 1997.
 HN0942
 HN0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0942
 HN0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0942.GEOID18 height accuracy estimate available here.
 HN0942
 HN0942.Click photographs - Photos may exist for this station.
 HN0942
 HN0942.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0942
 HN0942. The following values were computed from the NAD 83(1994) position.
 HN0942
 HN0942;                    North         East     Units Scale Factor Converg.
 HN0942;SPC UT S     - 3,069,183.249   560,520.277   MT  0.99998853   +0 25 05.4
 HN0942;SPC UT S     -10,069,478.71  1,838,973.61   sFT  0.99998853   +0 25 05.4
 HN0942;UTM  12      - 4,126,842.328   516,177.652   MT  0.99960322   +0 06 38.1
 HN0942
 HN0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0942!SPC UT S     -   0.99977169  x   0.99998853  =   0.99976023
 HN0942!UTM  12      -   0.99977169  x   0.99960322  =   0.99937500
 HN0942
 HN0942:                Primary Azimuth Mark                     Grid Az
 HN0942:SPC UT S     -  RINCON AZ MK                             044 04 16.7
 HN0942:UTM  12      -  RINCON AZ MK                             044 22 44.0
 HN0942
 HN0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG1617726842(NAD 83)
 HN0942
 HN0942|---------------------------------------------------------------------|
 HN0942| PID    Reference Object                     Distance      Geod. Az  |
 HN0942|                                                           dddmmss.s |
 HN0942| CM7035 RINCON AZ MK                                       0442922.1 |
 HN0942| CM7036 RINCON RM 1                           5.898 METERS 10634     |
 HN0942| CM7037 RINCON RM 2                           5.405 METERS 20428     |
 HN0942|---------------------------------------------------------------------|
 HN0942
 HN0942                          SUPERSEDED SURVEY CONTROL
 HN0942
 HN0942  NAD 83(1992)-  37 17 16.95166(N)    110 49 02.96073(W) AD(       ) 2
 HN0942  NAD 83(1986)-  37 17 16.95126(N)    110 49 02.96043(W) AD(       ) 2
 HN0942  NAD 27      -  37 17 16.97956(N)    110 49 00.43861(W) AD(       ) 2
 HN0942  NGVD 29 (07/19/86) 1476.8    (m)         4845.     (f) VERT ANG       
 HN0942
 HN0942.Superseded values are not recommended for survey control.
 HN0942
 HN0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0942.See file dsdata.pdf to determine how the superseded data were derived.
 HN0942
 HN0942_MARKER: DD = SURVEY DISK
 HN0942_SETTING: 66 = SET IN ROCK OUTCROP
 HN0942_STAMPING: RINCON ET U 102 1953
 HN0942_MARK LOGO: USGS
 HN0942_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0942+STABILITY: POSITION/ELEVATION WELL
 HN0942
 HN0942  HISTORY     - Date     Condition        Report By
 HN0942  HISTORY     - 1953     MONUMENTED       USGS
 HN0942  HISTORY     - 1963     GOOD             CGS
 HN0942  HISTORY     - 1963     GOOD             CGS
 HN0942
 HN0942                          STATION DESCRIPTION
 HN0942
 HN0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0942'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LARGE SANDSTONE
 HN0942'HILL, ABOUT 10 MILES NORTH-NORTHEAST OF NAVAJO MOUNTAIN, 1-1/4
 HN0942'MILES SOUTHEAST OF THE COLORADO RIVER AND 9 MILES NORTHEAST
 HN0942'OF THE JUNCTION OF THE SAN JUAN AND COLORADO RIVERS.
 HN0942'
 HN0942'TO REACH BY HELICOPTER FROM THE HOLE-IN-THE-ROCK, FLY
 HN0942'EAST-NORTHEASTERLY ON A TRUE COURSE OF 72 DEGREES FOR ABOUT 8
 HN0942'MILES TO A BARE SANDSTONE HILL AND THE STATION.
 HN0942'
 HN0942'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK
 HN0942'STAMPED RINCON ET U102 1953 SET FLUSH IN A DRILL HOLE ON THE
 HN0942'HIGHEST POINT OF THE HILL.  10.9 FEET SOUTHEAST OF AN IRON
 HN0942'PIPE, 10.7 FEET NORTHEAST OF AN IRON PIPE AND 10.6 FEET WEST
 HN0942'OF AN IRON PIPE.
 HN0942'
 HN0942'REFERENCE MARK 1 IS A STANDARD DISK SET FLUSH IN A DRILL HOLE
 HN0942'IN OUTCROP ON THE EAST SLOPE OF THE HILL, ABOUT 2 FEET LOWER
 HN0942'THAN THE STATION AND IS 9.7 FEET NORTHEAST OF THE EAST ONE
 HN0942'OF THE THREE IRON PIPES.  THE DISK IS STAMPED RINCON USGS
 HN0942'NO 1 1963.
 HN0942'
 HN0942'REFERENCE MARK 2 IS A STANDARD DISK SET FLUSH IN A DRILL HOLE
 HN0942'IN OUTCROP ON THE SOUTH SLOPE OF THE HILL, ABOUT 1 FOOT LOWER
 HN0942'THAN THE STATION AND IS 19 FEET SOUTHWEST OF THE EAST ONE OF
 HN0942'THE THREE IRON PIPES.  THE DISK IS STAMPED RINCON USGS NO 2 1963.
 HN0942'
 HN0942'THE AZIMUTH MARK IS SET FLUSH IN A DRILL HOLE IN OUTCROP ON THE
 HN0942'SANDSTONE RIDGE NORTHEAST OF THE STATION.  ABOUT 200 FEET SOUTH
 HN0942'OF THE HIGHEST POINT OF A SHARP POINTED SANDSTONE HILL THAT
 HN0942'IS NEAR THE NORTH END OF THE RIDGE, AND IS 2 FEET SOUTH OF A
 HN0942'CAIRN.  THE DISK IS STAMPED RINCON USGS 1963.
 HN0942
 HN0942                          STATION RECOVERY (1963)
 HN0942
 HN0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HN0942'RECOVERED IN GOOD CONDITION.
 HN0942'
 HN0942'STATION MARK--STANDARD TABLET, STAMPED ---RINCON ET U 102 1953---,
 HN0942'CEMENTED IN SANDSTONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0403 ***********************************************************************
 KN0403  DESIGNATION -  RIO GRANDE WT
 KN0403  PID         -  KN0403
 KN0403  STATE/COUNTY-  UT/SANPETE
 KN0403  COUNTRY     -  US
 KN0403  USGS QUAD   -  CHESTER (2017)
 KN0403
 KN0403                         *CURRENT SURVEY CONTROL
 KN0403  ______________________________________________________________________
 KN0403* NAD 83(1994) POSITION- 39 28 53.99248(N) 111 31 18.67736(W)   ADJUSTED
 KN0403* NAVD 88 ORTHO HEIGHT -  1845.    (meters)     6053.    (feet) SCALED
 KN0403  ______________________________________________________________________
 KN0403  GEOID HEIGHT    -        -17.277 (meters)                     GEOID18
 KN0403  LAPLACE CORR    -          9.09  (seconds)                    DEFLEC18
 KN0403  HORZ ORDER      -  THIRD
 KN0403
 KN0403.The horizontal coordinates were established by classical geodetic methods
 KN0403.and adjusted by the National Geodetic Survey in November 1997.
 KN0403
 KN0403.The orthometric height was scaled from a topographic map.
 KN0403
 KN0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0403.GEOID18 height accuracy estimate available here.
 KN0403
 KN0403.Click photographs - Photos may exist for this station.
 KN0403
 KN0403.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0403
 KN0403. The following values were computed from the NAD 83(1994) position.
 KN0403
 KN0403;                    North         East     Units Scale Factor Converg.
 KN0403;SPC UT C     - 2,127,486.518   498,119.853   MT  0.99991772   -0 00 50.4
 KN0403;SPC UT C     - 6,979,928.68  1,634,248.22   sFT  0.99991772   -0 00 50.4
 KN0403;UTM  12      - 4,370,359.592   455,119.530   MT  0.99962480   -0 19 54.5
 KN0403
 KN0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0403!SPC UT C     -   0.99971331  x   0.99991772  =   0.99963105
 KN0403!UTM  12      -   0.99971331  x   0.99962480  =   0.99933822
 KN0403
 KN0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ5511970359(NAD 83)
 KN0403
 KN0403                          SUPERSEDED SURVEY CONTROL
 KN0403
 KN0403  NAD 83(1986)-  39 28 53.98148(N)    111 31 18.67178(W) AD(       ) 3
 KN0403  NAD 27      -  39 28 54.11882(N)    111 31 15.97647(W) AD(       ) 3
 KN0403
 KN0403.Superseded values are not recommended for survey control.
 KN0403
 KN0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0403.See file dsdata.pdf to determine how the superseded data were derived.
 KN0403
 KN0403_MARKER: 53 = ELEVATED TANK
 KN0403
 KN0403  HISTORY     - Date     Condition        Report By
 KN0403  HISTORY     - 1950     FIRST OBSERVED   USGS
 KN0403
 KN0403                          STATION DESCRIPTION
 KN0403
 KN0403'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KN0403'LOCATED ABOUT 1.1 MI. W. OF SPRING CITY, ON E. SIDE OF MAIN TRACK AND
 KN0403'W. SIDE OF SPUR LINE ON D.R.G. AND W.R.R. CENTER OF WATER TANK IS 286
 KN0403'FT. NE. ALONG MAIN TRACKS FROM CENTER OF MAIN RD. INTERSECTION.  TANK
 KN0403'IS 25 FT. DIAMETER AND CENTER IS 23 FT. SE. OF CENTER OF MAIN TRACK
 KN0403'AND 35 FT. NW. OF SPUR CENTER LINE.
 KN0403'
 KN0403'STATION MARK - CENTER OF YELLOWISH-BROWN RED ROOFED TANK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0694 ***********************************************************************
 HN0694  DESIGNATION -  RIVER
 HN0694  PID         -  HN0694
 HN0694  STATE/COUNTY-  UT/GARFIELD
 HN0694  COUNTRY     -  US
 HN0694  USGS QUAD   -  KING BENCH (2017)
 HN0694
 HN0694                         *CURRENT SURVEY CONTROL
 HN0694  ______________________________________________________________________
 HN0694* NAD 83(1994) POSITION- 37 46 09.19074(N) 111 21 51.92885(W)   ADJUSTED
 HN0694* NAVD 88 ORTHO HEIGHT -  1831.4   (meters)     6009.    (feet) VERTCON3
 HN0694  ______________________________________________________________________
 HN0694  GEOID HEIGHT    -        -20.426 (meters)                     GEOID18
 HN0694  LAPLACE CORR    -         -4.53  (seconds)                    DEFLEC18
 HN0694  HORZ ORDER      -  THIRD
 HN0694
 HN0694.The horizontal coordinates were established by classical geodetic methods
 HN0694.and adjusted by the National Geodetic Survey in November 1997.
 HN0694
 HN0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0694
 HN0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0694.GEOID18 height accuracy estimate available here.
 HN0694
 HN0694.Click photographs - Photos may exist for this station.
 HN0694
 HN0694.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0694
 HN0694. The following values were computed from the NAD 83(1994) position.
 HN0694
 HN0694;                    North         East     Units Scale Factor Converg.
 HN0694;SPC UT S     - 3,122,373.747   511,944.548   MT  0.99995133   +0 04 59.0
 HN0694;SPC UT S     -10,243,987.87  1,679,604.74   sFT  0.99995133   +0 04 59.0
 HN0694;UTM  12      - 4,180,272.481   467,904.425   MT  0.99961269   -0 13 23.5
 HN0694
 HN0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0694!SPC UT S     -   0.99971590  x   0.99995133  =   0.99966724
 HN0694!UTM  12      -   0.99971590  x   0.99961269  =   0.99932870
 HN0694
 HN0694:                Primary Azimuth Mark                     Grid Az
 HN0694:SPC UT S     -  MAMIE                                    255 20 14.7
 HN0694:UTM  12      -  MAMIE                                    255 38 37.2
 HN0694
 HN0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG6790480272(NAD 83)
 HN0694
 HN0694|---------------------------------------------------------------------|
 HN0694| PID    Reference Object                     Distance      Geod. Az  |
 HN0694|                                                           dddmmss.s |
 HN0694| HN0692 MAMIE                               APPROX. 8.6 KM 2552513.7 |
 HN0694|---------------------------------------------------------------------|
 HN0694
 HN0694                          SUPERSEDED SURVEY CONTROL
 HN0694
 HN0694  NAD 83(1986)-  37 46 09.18771(N)    111 21 51.93147(W) AD(       ) 3
 HN0694  NAD 27      -  37 46 09.23012(N)    111 21 49.33412(W) AD(       ) 3
 HN0694  NGVD 29 (07/19/86) 1830.3    (m)         6005.     (f) VERT ANG       
 HN0694
 HN0694.Superseded values are not recommended for survey control.
 HN0694
 HN0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0694.See file dsdata.pdf to determine how the superseded data were derived.
 HN0694
 HN0694_MARKER: DD = SURVEY DISK
 HN0694_SETTING: 66 = SET IN ROCK OUTCROP
 HN0694_STAMPING: RIVER 1953
 HN0694_MARK LOGO: USGS
 HN0694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0694+STABILITY: POSITION/ELEVATION WELL
 HN0694
 HN0694  HISTORY     - Date     Condition        Report By
 HN0694  HISTORY     - 1953     MONUMENTED       USGS
 HN0694  HISTORY     - 1959     GOOD             USGS
 HN0694
 HN0694                          STATION DESCRIPTION
 HN0694
 HN0694'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0694'LOCATED ABOUT 18 MI. E. FROM ESCALANTE AND 10.5 MI. S. FROM BOULDER
 HN0694'ON SHARP RED TOP, ABOUT 10 FT. W. FROM CLIFF AND 500 FT. N. FROM
 HN0694'BLUFF RISING FROM ESCALANTE RIVER.
 HN0694'
 HN0694'TO REACH FROM ESCALANTE, DRIVE E. ON BOULDER ROAD TO POINT WHERE RD.
 HN0694'CROSSES ESCALANTE RIVER AND END OF TRUCK TRAVEL.  WALK E. DOWN
 HN0694'RIVER ABOUT 2 MI., THENCE TO TOP AND STATION.
 HN0694'
 HN0694'STATION MARK--STANDARD TABLET, STAMPED ---RIVER 1953---, CEMENTED IN
 HN0694'ROCK OUTCROP.
 HN0694'
 HN0694'REFERENCE MARK NO. 1--COPPER NAIL WITH WASHER, DRIVEN IN S. FACE OF
 HN0694'LONE TREE, 20.3 FT. FROM STATION MARK, N 71 DEG 36 MIN W.
 HN0694'
 HN0694'REFERENCE MARK NO. 2--COPPER NAIL WITH WASHER, DRIVEN IN W. FACE OF
 HN0694'TREE, 29.71 FT. FROM STATION MARK, S 08 DEG E.
 HN0694'
 HN0694'ALL MARKS FOUND IN GOOD CONDITION.  STATION REACH BY HELICOPTER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0682 ***********************************************************************
 MS0682  DESIGNATION -  RIVERSIDE
 MS0682  PID         -  MS0682
 MS0682  STATE/COUNTY-  UT/BOX ELDER
 MS0682  COUNTRY     -  US
 MS0682  USGS QUAD   -  RIVERSIDE (2017)
 MS0682
 MS0682                         *CURRENT SURVEY CONTROL
 MS0682  ______________________________________________________________________
 MS0682* NAD 83(1994) POSITION- 41 47 42.02064(N) 112 08 53.74788(W)   ADJUSTED
 MS0682* NAVD 88 ORTHO HEIGHT -  1330.8   (meters)     4366.    (feet) VERTCON3
 MS0682  ______________________________________________________________________
 MS0682  GEOID HEIGHT    -        -15.394 (meters)                     GEOID18
 MS0682  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 MS0682  HORZ ORDER      -  THIRD
 MS0682
 MS0682.The horizontal coordinates were established by classical geodetic methods
 MS0682.and adjusted by the National Geodetic Survey in November 1997.
 MS0682
 MS0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0682
 MS0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0682.GEOID18 height accuracy estimate available here.
 MS0682
 MS0682.Click photographs - Photos may exist for this station.
 MS0682
 MS0682.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0682
 MS0682. The following values were computed from the NAD 83(1994) position.
 MS0682
 MS0682;                    North         East     Units Scale Factor Converg.
 MS0682;SPC UT N     - 1,162,525.462   446,119.253   MT  1.00000192   -0 25 38.8
 MS0682;SPC UT N     - 3,814,052.29  1,463,642.92   sFT  1.00000192   -0 25 38.8
 MS0682;UTM  12      - 4,627,653.524   404,598.235   MT  0.99971200   -0 45 55.2
 MS0682
 MS0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0682!SPC UT N     -   0.99979373  x   1.00000192  =   0.99979565
 MS0682!UTM  12      -   0.99979373  x   0.99971200  =   0.99950579
 MS0682
 MS0682:                Primary Azimuth Mark                     Grid Az
 MS0682:SPC UT N     -  RIVERSIDE AZ MK                          026 30 45.6
 MS0682:UTM  12      -  RIVERSIDE AZ MK                          026 51 02.0
 MS0682
 MS0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM0459827653(NAD 83)
 MS0682
 MS0682|---------------------------------------------------------------------|
 MS0682| PID    Reference Object                     Distance      Geod. Az  |
 MS0682|                                                           dddmmss.s |
 MS0682| CM5887 RIVERSIDE AZ MK                                    0260506.8 |
 MS0682| CM5888 RIVERSIDE RM 1                       19.118 METERS 20439     |
 MS0682| CM5889 RIVERSIDE RM 2                       28.317 METERS 29550     |
 MS0682|---------------------------------------------------------------------|
 MS0682
 MS0682                          SUPERSEDED SURVEY CONTROL
 MS0682
 MS0682  NAD 83(1993)-  41 47 42.01741(N)    112 08 53.73999(W) AD(       ) 3
 MS0682  NAD 83(1986)-  41 47 42.01528(N)    112 08 53.72805(W) AD(       ) 3
 MS0682  NAD 27      -  41 47 42.27640(N)    112 08 50.89650(W) AD(       ) 3
 MS0682  NGVD 29 (08/09/96) 1329.8    (m)         4363.     (f) VERT ANG       
 MS0682  NGVD 29 (07/19/86) 1331.1    (m)         4367.     (f) VERT ANG       
 MS0682
 MS0682.Superseded values are not recommended for survey control.
 MS0682
 MS0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0682.See file dsdata.pdf to determine how the superseded data were derived.
 MS0682
 MS0682_MARKER: DS = TRIANGULATION STATION DISK
 MS0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0682_STAMPING: RIVERSIDE 1963
 MS0682_MARK LOGO: CGS
 MS0682_PROJECTION: FLUSH
 MS0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0682+STABILITY: SURFACE MOTION
 MS0682
 MS0682  HISTORY     - Date     Condition        Report By
 MS0682  HISTORY     - 1963     MONUMENTED       CGS
 MS0682  HISTORY     - 1963     GOOD             USGS
 MS0682
 MS0682                          STATION DESCRIPTION
 MS0682
 MS0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MS0682'THE STATION IS ABOUT 1/2 MILE NORTH OF THE SMALL VILLAGE OF RIVERSIDE,
 MS0682'ON THE SOUTHEAST SIDE OF U.S. HIGHWAY 191 IN THE ROAD RIGHT-OF-WAY
 MS0682'WHERE THE HIGHWAY MAKES A CURVE TO THE RIGHT JUST NORTH OF TOWN.
 MS0682'
 MS0682'TO REACH THE STATION FROM THE MOTEL IN RIVERSIDE, GO NORTH ON U.S.
 MS0682'HIGHWAY 191 FOR 0.4 MILE TO THE STATION ON THE RIGHT.  CONTINUE AHEAD
 MS0682'ON THE HIGHWAY FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 MS0682'
 MS0682'THE STATION MARK IS A STANDARD DISK, STAMPED RIVERSIDE 1963, SET IN
 MS0682'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 MS0682'IS 48.7 FEET EAST OF THE CENTERLINE OF U.S.  HIGHWAY 191 AND ABOUT 2
 MS0682'FEET LOWER, 5.7 FEET NORTH OF A METAL WITNESS POST AND 3.4 FEET WEST
 MS0682'OF A FENCE.
 MS0682'
 MS0682'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RIVERSIDE NO 1 1963, SET
 MS0682'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 MS0682'IT IS 49.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND ABOUT 2 FEET
 MS0682'LOWER, 1 FOOT WEST OF A FENCE AND ABOUT THE SAME ELEVATION AS THE
 MS0682'STATION.
 MS0682'
 MS0682'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RIVERSIDE NO 2 1963, SET
 MS0682'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 MS0682'IS 43.8 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF A
 MS0682'FENCE AND ABOUT 2 FEET HIGHER THAN THE STATION.
 MS0682'
 MS0682'AZIMUTH MARK IS A STANDARD DISK, STAMPED RIVERSIDE 1963, SET IN THE
 MS0682'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 69
 MS0682'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 191, 27.5 FEET EAST OF THE
 MS0682'CENTERLINE OF A NORTH-SOUTH GRAVEL ROAD, 2 FEET WEST OF A FENCE, 2
 MS0682'FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT WEST OF A POWER LINE
 MS0682'POLE.
 MS0682
 MS0682                          STATION RECOVERY (1963)
 MS0682
 MS0682'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MS0682'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 41112-1,
 MS0682'STATION 1005.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0912 ***********************************************************************
 LO0912  DESIGNATION -  RIVERTON ATT MICROWAVE
 LO0912  PID         -  LO0912
 LO0912  STATE/COUNTY-  UT/SALT LAKE
 LO0912  COUNTRY     -  US
 LO0912  USGS QUAD   -  MIDVALE (2017)
 LO0912
 LO0912                         *CURRENT SURVEY CONTROL
 LO0912  ______________________________________________________________________
 LO0912* NAD 83(1994) POSITION- 40 31 22.72486(N) 111 56 46.90542(W)   ADJUSTED
 LO0912  ______________________________________________________________________
 LO0912  GEOID HEIGHT    -        -17.338 (meters)                     GEOID18
 LO0912  LAPLACE CORR    -          1.92  (seconds)                    DEFLEC18
 LO0912  HORZ ORDER      -  THIRD
 LO0912
 LO0912.The horizontal coordinates were established by classical geodetic methods
 LO0912.and adjusted by the National Geodetic Survey in November 1997.
 LO0912
 LO0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0912.GEOID18 height accuracy estimate available here.
 LO0912
 LO0912.Click photographs - Photos may exist for this station.
 LO0912
 LO0912.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0912
 LO0912. The following values were computed from the NAD 83(1994) position.
 LO0912
 LO0912;                    North         East     Units Scale Factor Converg.
 LO0912;SPC UT C     - 2,243,193.078   462,177.011   MT  0.99997087   -0 17 09.3
 LO0912;SPC UT C     - 7,359,542.62  1,516,325.74   sFT  0.99997087   -0 17 09.3
 LO0912;UTM  12      - 4,486,235.590   419,837.838   MT  0.99967910   -0 36 53.8
 LO0912
 LO0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1983786235(NAD 83)
 LO0912
 LO0912                          SUPERSEDED SURVEY CONTROL
 LO0912
 LO0912  NAD 83(1993)-  40 31 22.72474(N)    111 56 46.90467(W) AD(       ) 3
 LO0912  NAD 83(1986)-  40 31 22.71399(N)    111 56 46.89938(W) AD(       ) 3
 LO0912  NAD 27      -  40 31 22.89764(N)    111 56 44.13476(W) AD(       ) 3
 LO0912
 LO0912.Superseded values are not recommended for survey control.
 LO0912
 LO0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0912.See file dsdata.pdf to determine how the superseded data were derived.
 LO0912
 LO0912_MARKER: 45 = MICROWAVE TOWER
 LO0912
 LO0912  HISTORY     - Date     Condition        Report By
 LO0912  HISTORY     - 1973     FIRST OBSERVED   NGS
 LO0912
 LO0912                          STATION DESCRIPTION
 LO0912
 LO0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0912'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE RIVERTON, AMERICAN
 LO0912'TELEPHONE AND TELEGRAPH COMPANY, MICROWAVE TOWER, KPM 66 THAT IS
 LO0912'LOCATED ABOUT 0.5 MILE WEST OF 1700 WEST IN RIVERTON AND JUST
 LO0912'NORTH OF 12600 SOUTH.  IT IS A FOUR LEGGED STRUCTURAL STEEL
 LO0912'TOWER, PAINTED IN ALTERNATE BANDS OF RED AND WHITE WITH A FAN
 LO0912'SHAPED ANTENNA LOCATED AT EACH OF THE FOUR CORNERS NEAR THE
 LO0912'TOP.  THE OVER ALL HEIGHT IS 105 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0905 ***********************************************************************
 LO0905  DESIGNATION -  RIVERTON RM 3
 LO0905  PID         -  LO0905
 LO0905  STATE/COUNTY-  UT/SALT LAKE
 LO0905  COUNTRY     -  US
 LO0905  USGS QUAD   -  MIDVALE (2017)
 LO0905
 LO0905                         *CURRENT SURVEY CONTROL
 LO0905  ______________________________________________________________________
 LO0905* NAD 83(1994) POSITION- 40 31 52.25872(N) 111 54 38.80582(W)   ADJUSTED
 LO0905* NAVD 88 ORTHO HEIGHT -  1343.4   (meters)     4407.    (feet) VERTCON3
 LO0905  ______________________________________________________________________
 LO0905  GEOID HEIGHT    -        -17.262 (meters)                     GEOID18
 LO0905  LAPLACE CORR    -          6.86  (seconds)                    DEFLEC18
 LO0905  HORZ ORDER      -  FIRST
 LO0905
 LO0905.The horizontal coordinates were established by classical geodetic methods
 LO0905.and adjusted by the National Geodetic Survey in November 1997.
 LO0905
 LO0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0905
 LO0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0905.GEOID18 height accuracy estimate available here.
 LO0905
 LO0905.Click photographs - Photos may exist for this station.
 LO0905
 LO0905.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0905
 LO0905. The following values were computed from the NAD 83(1994) position.
 LO0905
 LO0905;                    North         East     Units Scale Factor Converg.
 LO0905;SPC UT C     - 2,244,089.590   465,196.353   MT  0.99997260   -0 15 47.3
 LO0905;SPC UT C     - 7,362,483.93  1,526,231.70   sFT  0.99997260   -0 15 47.3
 LO0905;UTM  12      - 4,487,114.496   422,861.383   MT  0.99967324   -0 35 30.9
 LO0905
 LO0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0905!SPC UT C     -   0.99979202  x   0.99997260  =   0.99976462
 LO0905!UTM  12      -   0.99979202  x   0.99967324  =   0.99946533
 LO0905
 LO0905:                Primary Azimuth Mark                     Grid Az
 LO0905:SPC UT C     -  UNION RM 3                               020 45 20.5
 LO0905:UTM  12      -  UNION RM 3                               021 05 04.1
 LO0905
 LO0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2286187114(NAD 83)
 LO0905
 LO0905|---------------------------------------------------------------------|
 LO0905| PID    Reference Object                     Distance      Geod. Az  |
 LO0905|                                                           dddmmss.s |
 LO0905| LO0928 RIVERTON AZ MK                      APPROX. 0.7 KM 0033746.6 |
 LO0905| LO0900 UNION RM 3                          APPROX. 6.0 KM 0202933.2 |
 LO0905| LO0899 SANDY CITY JORDAN JR HS STK         APPROX. 6.1 KM 0224344.4 |
 LO0905| CM5892 RIVERTON RM 4                        47.253 METERS 04320     |
 LO0905| LO0886 SANDY WHITE CITY WATER CO W TK      APPROX. 6.9 KM 0465732.4 |
 LO0905| LO0880 SANDY WHITE CITY WATER CO E TK      APPROX. 8.3 KM 0554301.4 |
 LO0905| CM5890 RIVERTON RM 1                        53.895 METERS 06017     |
 LO0905| LO0878 SANDY CITY CORP GRANITE TANK        APPROX.10.5 KM 0642707.9 |
 LO0905| LO0898 RIVERTON                             35.957 METERS 06715     |
 LO0905| CM5891 RIVERTON RM 2                        46.784 METERS 09000     |
 LO0905| CM5893 RIVERTON RM 5                        40.487 METERS 12539     |
 LO0905| LO0809 RIVERTON UTAH ST PRISON STACK       APPROX. 4.5 KM 1701922.7 |
 LO0905| LO0912 RIVERTON ATT MICROWAVE              APPROX. 3.1 KM 2531158.8 |
 LO0905| LO0909 SOUTH JORDAN LDS STAKE CTR CH       APPROX. 4.0 KM 3294714.7 |
 LO0905| LO0908 SOUTH JORDAN ELEM SCH STACK         APPROX. 3.9 KM 3351829.1 |
 LO0905| LO0911 SUGAR                               APPROX. 8.5 KM 3392555.0 |
 LO0905|---------------------------------------------------------------------|
 LO0905
 LO0905                          SUPERSEDED SURVEY CONTROL
 LO0905
 LO0905  NAD 83(1993)-  40 31 52.25859(N)    111 54 38.80534(W) AD(       ) 1
 LO0905  NAD 83(1986)-  40 31 52.24778(N)    111 54 38.79928(W) AD(       ) 1
 LO0905  NAD 27      -  40 31 52.43225(N)    111 54 36.03469(W) AD(       ) 1
 LO0905  NGVD 29 (07/19/86) 1342.4    (m)         4404.     (f) VERT ANG       
 LO0905
 LO0905.Superseded values are not recommended for survey control.
 LO0905
 LO0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0905.See file dsdata.pdf to determine how the superseded data were derived.
 LO0905
 LO0905_MARKER: DR = REFERENCE MARK DISK
 LO0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0905_STAMPING: RIVERTON 1962 NO 3 1973
 LO0905_MARK LOGO: NGS
 LO0905_PROJECTION: RECESSED 46 CENTIMETERS
 LO0905_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LO0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0905+STABILITY: SURFACE MOTION
 LO0905
 LO0905  HISTORY     - Date     Condition        Report By
 LO0905  HISTORY     - 1973     MONUMENTED       NGS
 LO0905  HISTORY     - 1979     GOOD             NGS
 LO0905
 LO0905                          STATION DESCRIPTION
 LO0905
 LO0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0905'THE STATION IS LOCATED ABOUT 16 MILES SOUTH OF SALT LAKE CITY,
 LO0905'5 MILES SOUTH OF SANDY, 2 MILES EAST OF RIVERTON AND ON PROPERTY
 LO0905'OWNED BY MR. ROBERT MOE, 120 SOUTH 700 WEST, PHONE NUMBER 571-0501.
 LO0905'
 LO0905'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 68 AND
 LO0905'71 IN RIVERTON, GO EAST ON STATE HIGHWAY 71 FOR 1.6 MILES TO A
 LO0905'SIDE ROAD LEFT, (700 WEST).  TURN LEFT AND GO NORTH ON 700 WEST FOR
 LO0905'0.3 MILE TO THE STATION ON THE LEFT.  (TO REACH THE AZIMUTH MARK,
 LO0905'CONTINUE NORTH ON 700 WEST FOR 0.5 MILE TO THE MARK ON THE
 LO0905'RIGHT.)
 LO0905'
 LO0905'THE STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED
 LO0905'RIVERTON NO 3 1962 1973 THE SURFACE DISK IS SET IN THE TOP OF
 LO0905'AN IRREGULAR MASS OF CONCRETE THAT IS 18 INCHES BELOW THE GROUND
 LO0905'SURFACE.  THE UNDERGROUND DISK WAS SET ABOUT 48 INCHES BELOW
 LO0905'THE GROUND SURFACE.  IT IS 72 FEET NORTH OF THE CENTER OF A
 LO0905'DRIVEWAY, 68.8 FEET SOUTH OF THE SOUTHEAST CORNER OF A HOUSE AND
 LO0905'68 FEET SOUTH OF THE DOOR OF THE HOUSE.
 LO0905'
 LO0905'THE MARK IS A STANDARD TRIANGULATION STATION MARK DISK STAMPED
 LO0905'RIVERTON 1962, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 LO0905'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT
 LO0905'IS 51 FEET WEST OF THE CENTER OF THE ROAD AND 21 FEET SOUTH OF
 LO0905'THE CENTER OF A DRIVEWAY.
 LO0905'
 LO0905'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RIVERTON NO 1 1962,
 LO0905'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 LO0905'FLUSH WITH THE GROUND SURFACE.  IT IS 54 FEET SOUTHEAST OF A
 LO0905'POWER POLE AND 10 FEET SOUTH OF THE CENTER OF A DRIVEWAY.
 LO0905'
 LO0905'REFERENCE MARK 2 IS A STANDARD DISK STAMPED RIVERTON NO 2 1962,
 LO0905'SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 LO0905'THE GROUND SURFACE.  IT IS 25 FEET EAST OF THE CENTER OF THE
 LO0905'ROAD, 20 FEET NORTH-NORTHEAST OF A POWER POLE, 2 FEET EAST OF A
 LO0905'DITCH AND IN A FENCE LINE.
 LO0905'
 LO0905'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RIVERTON 1962, SET
 LO0905'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 LO0905'WITH THE GROUND SURFACE.  IT IS 23 FEET EAST OF THE CENTER OF THE
 LO0905'ROAD, 9 FEET EAST OF A MAIL BOX LETTERED RODGER LARSON, 4 FEET
 LO0905'SOUTH OF A TELEPHONE POLE AND 1.5 FEET NORTHEAST OF A METAL
 LO0905'WITNESS POST WITH SIGN.
 LO0905'
 LO0905'(NOTE--THIS MARK WAS SET AND OCCUPIED BECAUSE OF A POWER LINE
 LO0905'OVER THE 1962 STATION.)
 LO0905'
 LO0905'TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 LO0905
 LO0905                          STATION RECOVERY (1979)
 LO0905
 LO0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LO0905'STATION MARK, RIVERTON 1962, AND AZIMUTH MARK WERE RECOVERED AND ARE
 LO0905'IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2 WERE NOT FOUND.  DISTANCE
 LO0905'TO RIVERTON 1962 COMPARED FAVORABLY, THE HORIZONTAL ANGLE TO THE MARK
 LO0905'WAS NOT CHECKED DUE TO THE AZIMUTH MARK BEING BLOCKED BY TREES AT
 LO0905'THIS TIME.  TWO NEW REFERENCE MARKS NUMBERS 4 AND 5 WERE ESTABLISHED
 LO0905'AT THIS TIME.  LAND ON WHICH STATION IS ESTABLISHED IS STILL OWNED AND
 LO0905'OCCUPIED BY MR ROBERT MOE OF 12100 SOUTH 700 WEST.  ROUTE TO STATION
 LO0905'IS STILL ADEQUATE.
 LO0905'
 LO0905'STATION IS A STANDARD REFERENCE MARK DISK, STAMPED---RIVERTON 1962
 LO0905'NO 3 1973---SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT
 LO0905'12 INCHES BELOW THE GROUND, 130 FEET WEST OF CENTER OF 700 WEST, 69
 LO0905'FEET NORTH OF A DRIVEWAY, 69 FEET EAST-SOUTHEAST OF THE NORTHEAST
 LO0905'CORNER OF THE MOE HOUSE, 23.6 FEET OF THE NORTH-NORTHEAST OF THE NORTH
 LO0905'CORNER OF A CONCRETE WALK, 19.5 FEET SOUTH-SOUTHWEST OF THE CENTER
 LO0905'OF TWO TWIN FORKED TREES.
 LO0905'
 LO0905'RIVERTON 1962 IS A STANDARD STATION MARK DISK, STAMPED---RIVERTON
 LO0905'1982---SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 LO0905'2 INCHES, 21 FEET WEST OF CENTER OF 700 WEST, 3 FEET NORTH OF A METAL
 LO0905'WITNESS POST.
 LO0905'
 LO0905'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK, STAMPED---RIVERTON
 LO0905'1962 NO 4 1979---SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 LO0905'PROJECTS ABOUT 4 INCHES, 23 FEET WEST OF CENTER OF 700 WEST, 2 FEET
 LO0905'SOUTH OF A POWERLINE POLE, 1.2 FEET WEST OF A METAL WITNESS POST.
 LO0905'
 LO0905'REFERENCE MARK 5 IS A STANDARD REFERENCE MARK DISK,
 LO0905'STAMPED---RIVERTON 1962 NO 5 1979---SET IN THE TOP OF A ROUND
 LO0905'CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES, 22 FEET WEST OF CENTER
 LO0905'OF 700 WEST, 10 FEET SOUTH OF A GRAVELED DRIVEWAY, 2.6 FEET NORTH OF
 LO0905'A POWERLINE POLE, 1 FOOT WEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0809 ***********************************************************************
 LO0809  DESIGNATION -  RIVERTON UTAH ST PRISON STACK
 LO0809  PID         -  LO0809
 LO0809  STATE/COUNTY-  UT/SALT LAKE
 LO0809  COUNTRY     -  US
 LO0809  USGS QUAD   -  JORDAN NARROWS (2017)
 LO0809
 LO0809                         *CURRENT SURVEY CONTROL
 LO0809  ______________________________________________________________________
 LO0809* NAD 83(1994) POSITION- 40 29 27.95951(N) 111 54 06.57687(W)   ADJUSTED
 LO0809  ______________________________________________________________________
 LO0809  GEOID HEIGHT    -        -17.242 (meters)                     GEOID18
 LO0809  LAPLACE CORR    -          7.54  (seconds)                    DEFLEC18
 LO0809  HORZ ORDER      -  THIRD
 LO0809
 LO0809.The horizontal coordinates were established by classical geodetic methods
 LO0809.and adjusted by the National Geodetic Survey in November 1997.
 LO0809
 LO0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0809.GEOID18 height accuracy estimate available here.
 LO0809
 LO0809.Click photographs - Photos may exist for this station.
 LO0809
 LO0809.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0809
 LO0809. The following values were computed from the NAD 83(1994) position.
 LO0809
 LO0809;                    North         East     Units Scale Factor Converg.
 LO0809;SPC UT C     - 2,239,635.322   465,934.860   MT  0.99996434   -0 15 26.6
 LO0809;SPC UT C     - 7,347,870.22  1,528,654.62   sFT  0.99996434   -0 15 26.6
 LO0809;UTM  12      - 4,482,657.386   423,574.129   MT  0.99967190   -0 35 08.2
 LO0809
 LO0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2357482657(NAD 83)
 LO0809
 LO0809                          SUPERSEDED SURVEY CONTROL
 LO0809
 LO0809  NAD 83(1993)-  40 29 27.95943(N)    111 54 06.57631(W) AD(       ) 3
 LO0809  NAD 83(1986)-  40 29 27.94839(N)    111 54 06.57250(W) AD(       ) 3
 LO0809  NAD 27      -  40 29 28.13047(N)    111 54 03.81017(W) AD(       ) 3
 LO0809
 LO0809.Superseded values are not recommended for survey control.
 LO0809
 LO0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0809.See file dsdata.pdf to determine how the superseded data were derived.
 LO0809
 LO0809_MARKER: 63 = STACK
 LO0809
 LO0809  HISTORY     - Date     Condition        Report By
 LO0809  HISTORY     - 1962     FIRST OBSERVED   CGS
 LO0809  HISTORY     - 1973     GOOD             NGS
 LO0809
 LO0809                          STATION DESCRIPTION
 LO0809
 LO0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0809'STATION IS THE TOP CENTER OF THE STACK.  IT IS LOCATED AT THE
 LO0809'UTAH STATE PRISON, ABOUT 2 MILES SOUTHEAST OF RIVERTON.  THE
 LO0809'STACK IS METAL AND ABOUT 50 FEET IN HEIGHT.
 LO0809
 LO0809                          STATION RECOVERY (1973)
 LO0809
 LO0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0809'THE RIVERTON UTAH STATE PRISON STACK 1962, WAS VISITED AND RECOVERED
 LO0809'AS DESCRIBED IN 1962.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DF4643 ***********************************************************************
 DF4643  DESIGNATION -  RIVN BASE STATION
 DF4643  PID         -  DF4643
 DF4643  STATE/COUNTY-  UT/SALT LAKE
 DF4643  COUNTRY     -  US
 DF4643  USGS QUAD   -  MIDVALE (2017)
 DF4643
 DF4643                         *CURRENT SURVEY CONTROL
 DF4643  ______________________________________________________________________
 DF4643* NAD 83(2011) POSITION- 40 30 54.68820(N) 111 57 30.91567(W)   ADJUSTED
 DF4643* NAD 83(2011) ELLIP HT-  1365.707 (meters)        (06/27/12)   ADJUSTED
 DF4643* NAD 83(2011) EPOCH   -  2010.00
 DF4643* NAVD 88 ORTHO HEIGHT -  1383.1   (meters)     4538.    (feet) GPS OBS
 DF4643  ______________________________________________________________________
 DF4643  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF4643  GEOID HEIGHT    -        -17.246 (meters)                     GEOID99
 DF4643  GEOID HEIGHT    -        -17.350 (meters)                     GEOID18
 DF4643  NAD 83(2011) X  - -1,816,125.671 (meters)                     COMP
 DF4643  NAD 83(2011) Y  - -4,504,439.637 (meters)                     COMP
 DF4643  NAD 83(2011) Z  -  4,122,529.699 (meters)                     COMP
 DF4643  LAPLACE CORR    -          0.80  (seconds)                    DEFLEC18
 DF4643
 DF4643  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF4643  Standards:
 DF4643         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF4643            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF4643  -------------------------------------------------------------------
 DF4643  NETWORK    0.63   0.90           0.30   0.19   0.46      0.11070707
 DF4643  -------------------------------------------------------------------
 DF4643  Click here for local accuracies and other accuracy information.
 DF4643
 DF4643.The horizontal coordinates were established by GPS observations
 DF4643.and adjusted by the National Geodetic Survey in June 2012.
 DF4643
 DF4643.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF4643.been affixed to the stable North American tectonic plate. See 
 DF4643.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF4643
 DF4643.The horizontal coordinates are valid at the epoch date displayed above
 DF4643.which is a decimal equivalence of Year/Month/Day.
 DF4643
 DF4643.The orthometric height was determined by GPS observations and a
 DF4643.high-resolution geoid model.
 DF4643
 DF4643.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4643.GEOID18 height accuracy estimate available here.
 DF4643
 DF4643.Click photographs - Photos may exist for this station.
 DF4643
 DF4643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4643
 DF4643.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF4643
 DF4643.The ellipsoidal height was determined by GPS observations
 DF4643.and is referenced to NAD 83.
 DF4643
 DF4643. The following values were computed from the NAD 83(2011) position.
 DF4643
 DF4643;                    North         East     Units Scale Factor Converg.
 DF4643;SPC UT C     - 2,242,333.544   461,136.683   MT  0.99996925   -0 17 37.5
 DF4643;SPC UT C     - 7,356,722.64  1,512,912.60   sFT  0.99996925   -0 17 37.5
 DF4643;UTM  12      - 4,485,382.292   418,792.894   MT  0.99968117   -0 37 22.0
 DF4643
 DF4643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4643!SPC UT C     -   0.99978581  x   0.99996925  =   0.99975507
 DF4643!UTM  12      -   0.99978581  x   0.99968117  =   0.99946705
 DF4643
 DF4643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1879285382(NAD 83)
 DF4643
 DF4643                          SUPERSEDED SURVEY CONTROL
 DF4643
 DF4643  NAD 83(2007)-  40 30 54.68792(N)    111 57 30.91625(W) AD(2002.00) 0
 DF4643  ELLIP H (02/10/07) 1365.727  (m)                       GP(2002.00)    
 DF4643  NAD 83(1994)-  40 30 54.68775(N)    111 57 30.91593(W) AD(       ) 1
 DF4643  ELLIP H (03/31/03) 1365.734  (m)                       GP(       ) 4 2
 DF4643
 DF4643.Superseded values are not recommended for survey control.
 DF4643
 DF4643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4643.See file dsdata.pdf to determine how the superseded data were derived.
 DF4643
 DF4643_MARKER: Z = SEE DESCRIPTION
 DF4643_SETTING: 0 = UNSPECIFIED SETTING
 DF4643_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF4643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF4643+STABILITY: POSITION/ELEVATION WELL
 DF4643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4643+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 DF4643
 DF4643  HISTORY     - Date     Condition        Report By
 DF4643  HISTORY     - UNK      MONUMENTED       SLCS
 DF4643  HISTORY     - 20020827 GOOD             SLCS
 DF4643
 DF4643                          STATION DESCRIPTION
 DF4643
 DF4643'DESCRIBED BY SALT LAKE COUNTY SURVEYOR 2002
 DF4643'TO REACH RIVERTON BLUFFDALE BASE STATION FROM THE INTERSECTION OF
 DF4643'12300 SOUTH AND THE I-15 INTERSTATE FREEWAY, GO WEST ON 12300 SOUTH
 DF4643'1.6 MILES (TURNS INTO 12600 SOUTH), THEN CONTINUE WEST ON 12600 SOUTH
 DF4643'2.0 MILES TO 2700 WEST, THEN CONTINUE SOUTH ON 2700 WEST 0.5 MILES TO
 DF4643'THE RIVERTON FIRE STATION AT 13000 SOUTH 2700 WEST.
 DF4643'
 DF4643'POINT IS LOCATED ON A POLE AT THE NORTH END OF GARAGE BEHIND (WEST OF)
 DF4643'THE FIRE STATION.
 DF4643'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1007 ***********************************************************************
 LO1007  DESIGNATION -  RNG SALT LAKE CITY RADIO SC
 LO1007  PID         -  LO1007
 LO1007  STATE/COUNTY-  UT/SALT LAKE
 LO1007  COUNTRY     -  US
 LO1007  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO1007
 LO1007                         *CURRENT SURVEY CONTROL
 LO1007  ______________________________________________________________________
 LO1007* NAD 83(1994) POSITION- 40 49 44.39711(N) 111 57 42.24980(W)   ADJUSTED
 LO1007  ______________________________________________________________________
 LO1007  GEOID HEIGHT    -        -16.951 (meters)                     GEOID18
 LO1007  LAPLACE CORR    -          5.83  (seconds)                    DEFLEC18
 LO1007  HORZ ORDER      -  THIRD
 LO1007
 LO1007.The horizontal coordinates were established by classical geodetic methods
 LO1007.and adjusted by the National Geodetic Survey in November 1997.
 LO1007
 LO1007.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1007.GEOID18 height accuracy estimate available here.
 LO1007
 LO1007.Click photographs - Photos may exist for this station.
 LO1007
 LO1007.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1007
 LO1007. The following values were computed from the NAD 83(1994) position.
 LO1007
 LO1007;                    North         East     Units Scale Factor Converg.
 LO1007;SPC UT C     - 2,277,182.312   461,049.769   MT  1.00004946   -0 17 44.8
 LO1007;SPC UT C     - 7,471,055.64  1,512,627.45   sFT  1.00004946   -0 17 44.8
 LO1007;UTM  12      - 4,520,219.627   418,907.284   MT  0.99968094   -0 37 43.8
 LO1007
 LO1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1890720219(NAD 83)
 LO1007
 LO1007                          SUPERSEDED SURVEY CONTROL
 LO1007
 LO1007  NAD 83(1993)-  40 49 44.39601(N)    111 57 42.24979(W) AD(       ) 3
 LO1007  NAD 83(1986)-  40 49 44.38477(N)    111 57 42.24436(W) AD(       ) 3
 LO1007  NAD 27      -  40 49 44.58224(N)    111 57 39.46427(W) AD(       ) 3
 LO1007
 LO1007.Superseded values are not recommended for survey control.
 LO1007
 LO1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1007.See file dsdata.pdf to determine how the superseded data were derived.
 LO1007
 LO1007_MARKER: 27 = RADIO RANGE MAST
 LO1007
 LO1007  HISTORY     - Date     Condition        Report By
 LO1007  HISTORY     - 1963     FIRST OBSERVED   CGS
 LO1007  HISTORY     - 1973     GOOD             NGS
 LO1007
 LO1007                          STATION DESCRIPTION
 LO1007
 LO1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 LO1007'THE STATION IS THE CENTER ONE OF FIVE STRUCTURAL STEEL MASTS
 LO1007'WITH AN OVERALL HEIGHT OF 130 FEET.  IT IS ABOUT 7 MILES
 LO1007'NORTHWEST OF SALT LAKE CITY, 6 MILES SOUTHWEST OF BOUNTIFUL
 LO1007'AND 2-1/2 MILES WEST OF U.S. HIGHWAYS 91 AND 89.
 LO1007
 LO1007                          STATION RECOVERY (1973)
 LO1007
 LO1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO1007'THE RNG SALT LAKE CITY RADIO SC 1963, WAS VISITED AND RECOVERED AS
 LO1007'DESCRIBED IN 1963.  IT IS NO LONGER THE CENTER ONE OF FIVE TOWERS AS
 LO1007'THE OTHER FOUR TOWERS HAVE BEEN TORN DOWN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0881 ***********************************************************************
 HN0881  DESIGNATION -  ROAD
 HN0881  PID         -  HN0881
 HN0881  STATE/COUNTY-  UT/SAN JUAN
 HN0881  COUNTRY     -  US
 HN0881  USGS QUAD   -  HALLS CROSSING NE (2017)
 HN0881
 HN0881                         *CURRENT SURVEY CONTROL
 HN0881  ______________________________________________________________________
 HN0881* NAD 83(1994) POSITION- 37 22 52.96346(N) 110 30 30.80799(W)   ADJUSTED
 HN0881* NAVD 88 ORTHO HEIGHT -  1571.0   (meters)     5154.    (feet) VERTCON3
 HN0881  ______________________________________________________________________
 HN0881  GEOID HEIGHT    -        -22.058 (meters)                     GEOID18
 HN0881  LAPLACE CORR    -          6.10  (seconds)                    DEFLEC18
 HN0881  HORZ ORDER      -  THIRD
 HN0881
 HN0881.The horizontal coordinates were established by classical geodetic methods
 HN0881.and adjusted by the National Geodetic Survey in November 1997.
 HN0881
 HN0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0881
 HN0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0881.GEOID18 height accuracy estimate available here.
 HN0881
 HN0881.Click photographs - Photos may exist for this station.
 HN0881
 HN0881.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0881
 HN0881. The following values were computed from the NAD 83(1994) position.
 HN0881
 HN0881;                    North         East     Units Scale Factor Converg.
 HN0881;SPC UT S     - 3,079,786.401   587,803.449   MT  0.99997585   +0 36 26.8
 HN0881;SPC UT S     -10,104,265.88  1,928,485.15   sFT  0.99997585   +0 36 26.8
 HN0881;UTM  12      - 4,137,294.600   543,507.379   MT  0.99962332   +0 17 54.1
 HN0881
 HN0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0881!SPC UT S     -   0.99975698  x   0.99997585  =   0.99973284
 HN0881!UTM  12      -   0.99975698  x   0.99962332  =   0.99938040
 HN0881
 HN0881:                Primary Azimuth Mark                     Grid Az
 HN0881:SPC UT S     -  SKELLY                                   205 55 50.1
 HN0881:UTM  12      -  SKELLY                                   206 14 22.8
 HN0881
 HN0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG4350737294(NAD 83)
 HN0881
 HN0881|---------------------------------------------------------------------|
 HN0881| PID    Reference Object                     Distance      Geod. Az  |
 HN0881|                                                           dddmmss.s |
 HN0881| HN0887 SKELLY                              APPROX.12.3 KM 2063216.9 |
 HN0881|---------------------------------------------------------------------|
 HN0881
 HN0881                          SUPERSEDED SURVEY CONTROL
 HN0881
 HN0881  NAD 83(1992)-  37 22 52.95886(N)    110 30 30.80866(W) AD(       ) 3
 HN0881  NAD 83(1986)-  37 22 52.95905(N)    110 30 30.80829(W) AD(       ) 3
 HN0881  NAD 27      -  37 22 52.98491(N)    110 30 28.31523(W) AD(       ) 3
 HN0881  NGVD 29 (07/19/86) 1570.0    (m)         5151.     (f) VERT ANG       
 HN0881
 HN0881.Superseded values are not recommended for survey control.
 HN0881
 HN0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0881.See file dsdata.pdf to determine how the superseded data were derived.
 HN0881
 HN0881_MARKER: DD = SURVEY DISK
 HN0881_SETTING: 66 = SET IN ROCK OUTCROP
 HN0881_STAMPING: ROAD 1953
 HN0881_MARK LOGO: USGS
 HN0881_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0881+STABILITY: POSITION/ELEVATION WELL
 HN0881
 HN0881  HISTORY     - Date     Condition        Report By
 HN0881  HISTORY     - 1953     MONUMENTED       USGS
 HN0881
 HN0881                          STATION DESCRIPTION
 HN0881
 HN0881'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0881'LOCATED 18 MI. NE. OF HOLE IN THE ROCK AND 0.5 MI. SE. OF DIRT RD.
 HN0881'GOING TO SKELLY OIL CO. AIR STRIP, ON THE HIGHEST PART AND EXTREME E.
 HN0881'EDGE OF LOW SMALL BLACK TOPPED MESA.
 HN0881'
 HN0881'STATION REACHED BY HELICOPTER. (CAN BE REACHED BY RD. MEXICAN HAT TO
 HN0881'WITHIN 0.5 MI.)
 HN0881'
 HN0881'STATION MARK - STANDARD TABLET STAMPED ---ROAD 1953--- CEMENTED IN
 HN0881'ROCK OUTCROP.
 HN0881'
 HN0881'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER CEMENTED IN ROCK OUTCROP,
 HN0881'20.27 FT. FROM STATION MARK, N 23 DEG 48 MIN 57 SEC W.
 HN0881'
 HN0881'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER CEMENTED IN ROCK OUTCROP,
 HN0881'14.12 FT. FROM STATION MARK, S 34 DEG 16 MIN 58 SEC E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0510 ***********************************************************************
 KN0510  DESIGNATION -  ROAD RESET
 KN0510  PID         -  KN0510
 KN0510  STATE/COUNTY-  UT/DUCHESNE
 KN0510  COUNTRY     -  US
 KN0510  USGS QUAD   -  JONES HOLLOW (2017)
 KN0510
 KN0510                         *CURRENT SURVEY CONTROL
 KN0510  ______________________________________________________________________
 KN0510* NAD 83(1994) POSITION- 39 53 11.36875(N) 110 44 44.88000(W)   ADJUSTED
 KN0510* NAVD 88 ORTHO HEIGHT -  2852.6   (meters)     9359.    (feet) VERTCON3
 KN0510  ______________________________________________________________________
 KN0510  GEOID HEIGHT    -        -15.880 (meters)                     GEOID18
 KN0510  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 KN0510  HORZ ORDER      -  THIRD
 KN0510
 KN0510.The horizontal coordinates were established by classical geodetic methods
 KN0510.and adjusted by the National Geodetic Survey in November 1997.
 KN0510
 KN0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0510
 KN0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0510.GEOID18 height accuracy estimate available here.
 KN0510
 KN0510.Click photographs - Photos may exist for this station.
 KN0510
 KN0510.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0510
 KN0510. The following values were computed from the NAD 83(1994) position.
 KN0510
 KN0510;                    North         East     Units Scale Factor Converg.
 KN0510;SPC UT C     - 2,172,701.274   564,503.294   MT  0.99989922   +0 28 59.2
 KN0510;SPC UT C     - 7,128,270.76  1,852,041.22   sFT  0.99989922   +0 28 59.2
 KN0510;UTM  12      - 4,415,189.907   521,734.334   MT  0.99960582   +0 09 46.8
 KN0510
 KN0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0510!SPC UT C     -   0.99955518  x   0.99989922  =   0.99945444
 KN0510!UTM  12      -   0.99955518  x   0.99960582  =   0.99916117
 KN0510
 KN0510:                Primary Azimuth Mark                     Grid Az
 KN0510:SPC UT C     -  INDIAN HEAD                              265 07 08.2
 KN0510:UTM  12      -  INDIAN HEAD                              265 26 20.6
 KN0510
 KN0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK2173415189(NAD 83)
 KN0510
 KN0510|---------------------------------------------------------------------|
 KN0510| PID    Reference Object                     Distance      Geod. Az  |
 KN0510|                                                           dddmmss.s |
 KN0510| KN0525 INDIAN HEAD                         APPROX.13.4 KM 2653607.4 |
 KN0510|---------------------------------------------------------------------|
 KN0510
 KN0510                          SUPERSEDED SURVEY CONTROL
 KN0510
 KN0510  NAD 83(1993)-  39 53 11.36878(N)    110 44 44.87833(W) AD(       ) 3
 KN0510  NAD 83(1986)-  39 53 11.35808(N)    110 44 44.87537(W) AD(       ) 3
 KN0510  NAD 27      -  39 53 11.49914(N)    110 44 42.30701(W) AD(       ) 3
 KN0510  NGVD 29 (07/19/86) 2851.1    (m)         9354.     (f) VERT ANG       
 KN0510
 KN0510.Superseded values are not recommended for survey control.
 KN0510
 KN0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0510.See file dsdata.pdf to determine how the superseded data were derived.
 KN0510
 KN0510
 KN0510  HISTORY     - Date     Condition        Report By
 KN0510  HISTORY     - 1966     MONUMENTED       USGS
 KN0510  HISTORY     - 1966     GOOD             USGS
 KN0510
 KN0510                          STATION DESCRIPTION
 KN0510
 KN0510'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KN0510'TO REACH FROM DUCHESNE, GO S. ON STATE HIGHWAY 33 FOR 29 MI. TO
 KN0510'INDIAN CANYON SUMMIT AT SIGN ---SOUTH 33---, CONTINUE S. FOR 0.2 MI.
 KN0510'TO A RD. FORK, TURN SHARP LEFT ONTO A GRADED RD. AND GO 0.2 MI. TO A
 KN0510'RD. FORK, TURN LEFT UP A SIDEHILL ON A TRACK RD. AND GO 0.3 MI. TO AN
 KN0510'OLD FENCE, TURN LEFT AND FOLLOW FENCE LINE FOR 0.2 MI. TO A FENCE
 KN0510'CORNER AT SECTION CORNER 1, 6, 7, 12, T 11 S, R 10, 11 E, TURN N. AND
 KN0510'FOLLOW RIDGE FOR 0.1 MI. TO THE STATION.
 KN0510'
 KN0510'STATION MARK--STANDARD TABLET, STAMPED ---ROAD 1910 1966---.  (THE
 KN0510'STATION MARK TABLET IS IN THE EXACT PLACE OF THE OLD CHISELED CROSS).
 KN0510'
 KN0510'REFERENCE MARK NO. 1--A REFERENCE MARK TABLET, STAMPED ---NO 1
 KN0510'1966---.
 KN0510'
 KN0510'REFERENCE MARK NO. 2--A REFERENCE MARK TABLET, STAMPED ---NO 2
 KN0510'1966---.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0465 ***********************************************************************
 KN0465  DESIGNATION -  ROAN
 KN0465  PID         -  KN0465
 KN0465  STATE/COUNTY-  UT/CARBON
 KN0465  COUNTRY     -  US
 KN0465  USGS QUAD   -  BRUIN POINT (2017)
 KN0465
 KN0465                         *CURRENT SURVEY CONTROL
 KN0465  ______________________________________________________________________
 KN0465* NAD 83(1994) POSITION- 39 44 24.59452(N) 110 22 07.56270(W)   ADJUSTED
 KN0465* NAVD 88 ORTHO HEIGHT -  2700.1   (meters)     8859.    (feet) VERTCON3
 KN0465  ______________________________________________________________________
 KN0465  GEOID HEIGHT    -        -16.808 (meters)                     GEOID18
 KN0465  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 KN0465  HORZ ORDER      -  THIRD
 KN0465
 KN0465.The horizontal coordinates were established by classical geodetic methods
 KN0465.and adjusted by the National Geodetic Survey in November 1997.
 KN0465
 KN0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0465
 KN0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0465.GEOID18 height accuracy estimate available here.
 KN0465
 KN0465.Click photographs - Photos may exist for this station.
 KN0465
 KN0465.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0465
 KN0465. The following values were computed from the NAD 83(1994) position.
 KN0465
 KN0465;                    North         East     Units Scale Factor Converg.
 KN0465;SPC UT C     - 2,156,797.324   596,953.196   MT  0.99990018   +0 43 28.7
 KN0465;SPC UT C     - 7,076,092.55  1,958,503.94   sFT  0.99990018   +0 43 28.7
 KN0465;UTM  12      - 4,399,109.214   554,085.697   MT  0.99963601   +0 24 12.8
 KN0465
 KN0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0465!SPC UT C     -   0.99957922  x   0.99990018  =   0.99947944
 KN0465!UTM  12      -   0.99957922  x   0.99963601  =   0.99921538
 KN0465
 KN0465:                Primary Azimuth Mark                     Grid Az
 KN0465:SPC UT C     -  BRUIN                                    169 51 11.2
 KN0465:UTM  12      -  BRUIN                                    170 10 27.1
 KN0465
 KN0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ5408599109(NAD 83)
 KN0465
 KN0465|---------------------------------------------------------------------|
 KN0465| PID    Reference Object                     Distance      Geod. Az  |
 KN0465|                                                           dddmmss.s |
 KN0465| KN0464 BRUIN                               APPROX.10.8 KM 1703439.9 |
 KN0465|---------------------------------------------------------------------|
 KN0465
 KN0465                          SUPERSEDED SURVEY CONTROL
 KN0465
 KN0465  NAD 83(1993)-  39 44 24.59051(N)    110 22 07.55614(W) AD(       ) 3
 KN0465  NAD 83(1986)-  39 44 24.57971(N)    110 22 07.55472(W) AD(       ) 3
 KN0465  NAD 27      -  39 44 24.71331(N)    110 22 04.99160(W) AD(       ) 3
 KN0465  NGVD 29 (07/19/86) 2698.7    (m)         8854.     (f) VERT ANG       
 KN0465
 KN0465.Superseded values are not recommended for survey control.
 KN0465
 KN0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0465.See file dsdata.pdf to determine how the superseded data were derived.
 KN0465
 KN0465_MARKER: DD = SURVEY DISK
 KN0465_SETTING: 66 = SET IN ROCK OUTCROP
 KN0465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0465+STABILITY: POSITION/ELEVATION WELL
 KN0465
 KN0465  HISTORY     - Date     Condition        Report By
 KN0465  HISTORY     - 1966     MONUMENTED       USGS
 KN0465
 KN0465                          STATION DESCRIPTION
 KN0465
 KN0465'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KN0465'LOCATED ABOUT 23.5 MI. (AIRLINE) NE. OF WELLINGTON, ABOUT 12 MI. N. OF
 KN0465'SUNNYSIDE, ABOUT 3 MI. NE. OF MT. BARTLES ON SUMMIT OF BARE RIDGE.
 KN0465'
 KN0465'TO REACH FROM JUNCTION OF U.S. HIGHWAY 40 AND UTAH STATE HIGHWAY 53,
 KN0465'18 MI. E. OF DUCHESNE, TRAVEL SW. 32 MI. ALONG STATE HIGHWAY 53 TO RD.
 KN0465'JUNCTION IN NINE MILE CANYON, TAKE RIGHT FORK AND CONTINUE ON HIGHWAY
 KN0465'53 FOR 5 MI. TO RD. JUNCTION AND SIGN ---HARMON CANYON---, TAKE LEFT
 KN0465'FORK UP HARMON CANYON 5 MI. TO RD. FORK, TAKE RIGHT FORK 0.5 MI. TO
 KN0465'RD. FORK, TAKE RIGHT FORK 4.7 MI. TO TOP OF RIDGE, AT A LONE TREE,
 KN0465'TURN NE. AND TRAVEL ACROSS COUNTRY UP RIDGE 0.5 MI. TO SUMMIT AND
 KN0465'STATION.
 KN0465'
 KN0465'STATION MARK--STANDARD TABLET, STAMPED ---ROAN 1966---, CEMENTED IN
 KN0465'ROCK FLUSH WITH GROUND.
 KN0465'
 KN0465'REFERENCE MARK NO. 1--STANDARD TABLET, STAMPED ---NO 1 1966---, WELDED
 KN0465'ON 3 IN. IRON PIPE PROJECTING 0.7 FT. ABOVE GROUND.
 KN0465'
 KN0465'REFERENCE MARK NO. 2--STANDARD TABLET, STAMPED ---NO 2 1966---, WELDED
 KN0465'ON 3 IN. IRON PIPE PROJECTING 0.6 FT. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0463 ***********************************************************************
 KO0463  DESIGNATION -  ROCK
 KO0463  PID         -  KO0463
 KO0463  STATE/COUNTY-  UT/MILLARD
 KO0463  COUNTRY     -  US
 KO0463  USGS QUAD   -  BULLGRASS KNOLL (2017)
 KO0463
 KO0463                         *CURRENT SURVEY CONTROL
 KO0463  ______________________________________________________________________
 KO0463* NAD 83(1994) POSITION- 39 05 38.17889(N) 113 31 10.42311(W)   ADJUSTED
 KO0463* NAVD 88 ORTHO HEIGHT -  1541.7   (meters)     5058.    (feet) VERTCON3
 KO0463  ______________________________________________________________________
 KO0463  GEOID HEIGHT    -        -20.158 (meters)                     GEOID18
 KO0463  LAPLACE CORR    -         -5.36  (seconds)                    DEFLEC18
 KO0463  HORZ ORDER      -  SECOND
 KO0463
 KO0463.The horizontal coordinates were established by classical geodetic methods
 KO0463.and adjusted by the National Geodetic Survey in November 1997.
 KO0463
 KO0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0463
 KO0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0463.GEOID18 height accuracy estimate available here.
 KO0463
 KO0463.Click photographs - Photos may exist for this station.
 KO0463
 KO0463.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0463
 KO0463. The following values were computed from the NAD 83(1994) position.
 KO0463
 KO0463;                    North         East     Units Scale Factor Converg.
 KO0463;SPC UT C     - 2,086,415.238   325,302.196   MT  0.99998182   -1 17 37.3
 KO0463;SPC UT C     - 6,845,180.66  1,067,262.29   sFT  0.99998182   -1 17 37.3
 KO0463;UTM  12      - 4,330,223.400   282,100.963   MT  1.00018467   -1 35 22.0
 KO0463
 KO0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0463!SPC UT C     -   0.99976134  x   0.99998182  =   0.99974317
 KO0463!UTM  12      -   0.99976134  x   1.00018467  =   0.99994597
 KO0463
 KO0463:                Primary Azimuth Mark                     Grid Az
 KO0463:SPC UT C     -  ROCK AZ MK                               148 12 03.9
 KO0463:UTM  12      -  ROCK AZ MK                               148 29 48.6
 KO0463
 KO0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ8210030223(NAD 83)
 KO0463
 KO0463|---------------------------------------------------------------------|
 KO0463| PID    Reference Object                     Distance      Geod. Az  |
 KO0463|                                                           dddmmss.s |
 KO0463| CM5894 ROCK AZ MK                                         1465426.6 |
 KO0463| CM5895 ROCK RM 1                             5.802 METERS 16043     |
 KO0463| CM5896 ROCK RM 2                             7.116 METERS 27343     |
 KO0463|---------------------------------------------------------------------|
 KO0463
 KO0463                          SUPERSEDED SURVEY CONTROL
 KO0463
 KO0463  NAD 83(1986)-  39 05 38.17521(N)    113 31 10.42112(W) AD(       ) 2
 KO0463  NAD 27      -  39 05 38.35400(N)    113 31 07.50990(W) AD(       ) 2
 KO0463  NGVD 29 (07/19/86) 1540.5    (m)         5054.     (f) VERT ANG       
 KO0463
 KO0463.Superseded values are not recommended for survey control.
 KO0463
 KO0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0463.See file dsdata.pdf to determine how the superseded data were derived.
 KO0463
 KO0463_MARKER: DS = TRIANGULATION STATION DISK
 KO0463_SETTING: 66 = SET IN ROCK OUTCROP
 KO0463_STAMPING: ROCK 1957
 KO0463_MARK LOGO: CGS
 KO0463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0463+STABILITY: POSITION/ELEVATION WELL
 KO0463
 KO0463  HISTORY     - Date     Condition        Report By
 KO0463  HISTORY     - 1957     MONUMENTED       CGS
 KO0463  HISTORY     - 1958     GOOD             USGS
 KO0463  HISTORY     - 20030830 GOOD             INDIV
 KO0463
 KO0463                          STATION DESCRIPTION
 KO0463
 KO0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0463'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT
 KO0463'LOW ROCKY MESA THAT LIES JUST NORTH OF U.S. HIGHWAY 6 AND 2
 KO0463'MILES EAST OF THE MOUTH OF A NARROW CANYON THAT THE HIGHWAY
 KO0463'PASSES THROUGH.  IT IS ABOUT 32 MILES AIRLINE EAST-NORTHEAST
 KO0463'OF BAKER, 54 MILES AIRLINE WEST-SOUTHWEST OF DELTA AND 8 MILES
 KO0463'AIRLINE SOUTHWEST OF NOTCH PEAK.
 KO0463'
 KO0463'TO REACH FROM THE U.S. POST OFFICE IN HINCKLEY, GO NORTH FOR
 KO0463'0.3 MILE TO U.S. HIGHWAY 6.  TURN LEFT AND GO WEST AND SOUTHWEST
 KO0463'ON U.S. HIGHWAY 6 FOR 52.8 MILES TO THE AZIMUTH MARK ON THE
 KO0463'LEFT, 200 FEET BEFORE REACHING A WHITE HIGHWAY SIGN.  CONTINUE
 KO0463'WEST FOR 2.8 MILES TO MOUTH OF CANYON AND A GRAVEL SIDE ROAD
 KO0463'RIGHT.  TURN SHARP RIGHT AND FOLLOW GRAVEL ROAD NORTHEAST FOR
 KO0463'1.9 MILES TO A REVERSE Y.  TURN SHARP RIGHT AND GO SOUTH FOR
 KO0463'0.7 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST FOR 0.4
 KO0463'MILE TO END OF ROAD ON LOW BENCH ABOVE DRY LAKE BED.  DROP
 KO0463'DOWN TO DRY LAKE BED AND GO CROSS COUNTRY, EASTERLY, FOR 0.2
 KO0463'MILE TO LARGE ROCK OUTCROPS.  FROM HERE PACK EAST FOR ABOUT
 KO0463'3 MINUTES TO HIGHEST POINT OF MESA AND STATION.
 KO0463'
 KO0463'THE STATION MARK IS A STANDARD DISK STAMPED ROCK 1957, CEMENTED
 KO0463'IN A DRILL HOLE IN BEDROCK.  IT IS 10 FEET SOUTHWEST OF THE
 KO0463'EDGE OF THE MESA.
 KO0463'
 KO0463'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ROCK NO
 KO0463'1 1957, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE.  IT IS
 KO0463'ABOUT 2 FEET HIGHER THAN THE STATION.
 KO0463'
 KO0463'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ROCK NO
 KO0463'2 1957, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE.  IT IS
 KO0463'ABOUT 2 FEET LOWER THAN THE STATION.
 KO0463'
 KO0463'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ROCK 1957, CEMENTED
 KO0463'IN A DRILL HOLE IN A 3-FOOT BOULDER THAT PROJECTS 6 INCHES.
 KO0463'IT IS 5 FEET EAST OF A CAIRN, 97 FEET SOUTH OF THE CENTER LINE
 KO0463'OF U.S. HIGHWAY 6, 82 FEET SOUTH OF A CORRUGATED STEEL CULVERT
 KO0463'AND 200 FEET EAST-SOUTHEAST OF A WHITE HIGHWAY SIGN.
 KO0463
 KO0463                          STATION RECOVERY (1958)
 KO0463
 KO0463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 KO0463'RECOVERED IN GOOD CONDITION.
 KO0463'
 KO0463'STATION MARK--STANDARD DISK, STAMPED ---ROCK 1957---, CEMENTED IN A
 KO0463'DRILL HOLE IN BEDROCK.
 KO0463
 KO0463                          STATION RECOVERY (2003)
 KO0463
 KO0463'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HDM)
 KO0463'STATION MARK AND BOTH REFERENCE MARKS FOUND IN GOOD CONDITION.
 KO0463'AZIMUTH MARK WAS NOT FOUND.  AREA OF AZIMUTH MARK ALONG SOUTH SIDE OF
 KO0463'US-6/50 HAS BEEN EXCAVATED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0988 ***********************************************************************
 LO0988  DESIGNATION -  ROCK
 LO0988  PID         -  LO0988
 LO0988  STATE/COUNTY-  UT/SALT LAKE
 LO0988  COUNTRY     -  US
 LO0988  USGS QUAD   -  FORT DOUGLAS (2017)
 LO0988
 LO0988                         *CURRENT SURVEY CONTROL
 LO0988  ______________________________________________________________________
 LO0988* NAD 83(1994) POSITION- 40 48 29.88424(N) 111 48 28.18874(W)   ADJUSTED
 LO0988* NAVD 88 ORTHO HEIGHT -  2376.4   (meters)     7797.    (feet) VERTCON3
 LO0988  ______________________________________________________________________
 LO0988  GEOID HEIGHT    -        -16.156 (meters)                     GEOID18
 LO0988  LAPLACE CORR    -         16.13  (seconds)                    DEFLEC18
 LO0988  HORZ ORDER      -  THIRD
 LO0988
 LO0988.The horizontal coordinates were established by classical geodetic methods
 LO0988.and adjusted by the National Geodetic Survey in November 1997.
 LO0988
 LO0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0988
 LO0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0988.GEOID18 height accuracy estimate available here.
 LO0988
 LO0988.Click photographs - Photos may exist for this station.
 LO0988
 LO0988.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0988
 LO0988. The following values were computed from the NAD 83(1994) position.
 LO0988
 LO0988;                    North         East     Units Scale Factor Converg.
 LO0988;SPC UT C     - 2,274,827.844   474,024.684   MT  1.00004324   -0 11 49.9
 LO0988;SPC UT C     - 7,463,331.02  1,555,195.98   sFT  1.00004324   -0 11 49.9
 LO0988;UTM  12      - 4,517,790.956   431,863.448   MT  0.99965714   -0 31 40.7
 LO0988
 LO0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0988!SPC UT C     -   0.99962990  x   1.00004324  =   0.99967313
 LO0988!UTM  12      -   0.99962990  x   0.99965714  =   0.99928717
 LO0988
 LO0988:                Primary Azimuth Mark                     Grid Az
 LO0988:SPC UT C     -  DUDE                                     314 55 51.8
 LO0988:UTM  12      -  DUDE                                     315 15 42.6
 LO0988
 LO0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3186317790(NAD 83)
 LO0988
 LO0988|---------------------------------------------------------------------|
 LO0988| PID    Reference Object                     Distance      Geod. Az  |
 LO0988|                                                           dddmmss.s |
 LO0988| LO1031 LONE BEACON                         APPROX.14.7 KM 3055413.6 |
 LO0988| LO0976 DUDE                                APPROX. 3.5 KM 3144401.9 |
 LO0988|---------------------------------------------------------------------|
 LO0988
 LO0988                          SUPERSEDED SURVEY CONTROL
 LO0988
 LO0988  NAD 83(1993)-  40 48 29.88423(N)    111 48 28.18830(W) AD(       ) 3
 LO0988  NAD 83(1986)-  40 48 29.87251(N)    111 48 28.17919(W) AD(       ) 3
 LO0988  NAD 27      -  40 48 30.06569(N)    111 48 25.41709(W) AD(       ) 3
 LO0988  NGVD 29 (07/19/86) 2375.3    (m)         7793.     (f) VERT ANG       
 LO0988
 LO0988.Superseded values are not recommended for survey control.
 LO0988
 LO0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0988.See file dsdata.pdf to determine how the superseded data were derived.
 LO0988
 LO0988_MARKER: Z = SEE DESCRIPTION
 LO0988_SETTING: 0 = UNSPECIFIED SETTING
 LO0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0988
 LO0988  HISTORY     - Date     Condition        Report By
 LO0988  HISTORY     - 1950     MONUMENTED       USGS
 LO0988
 LO0988                          STATION DESCRIPTION
 LO0988
 LO0988'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LO0988'LOCATED ABOUT 5.5 MI. NE. OF SALT LAKE CITY, ON PROMINENT RIDGE
 LO0988'RUNNING NE. TO SW. ON S. SIDE OF CITY CREEK CANYON.  STATION IS S. OF
 LO0988'TWO ROCK OUTCROPS OF ABOUT SAME ELEVATION IN MAIN RIDGE.
 LO0988'
 LO0988'TO REACH FROM SALT LAKE CITY CAPITOL BUILDING, DRIVE NE. UP CITY CREEK
 LO0988'CANYON FOR 1.0 MI., TURN RIGHT (SW.) FOR 0.7 MI. TO ELEVENTH AVE. AND
 LO0988'B STREET, GO E. ON ELEVENTH AVE. 0.7 MI. PAST CHILDERNS PRIMARY
 LO0988'HOSPITAL TO INTERSECTION OF ELEVENTH AND K STREETS, TURN LEFT (N.) ON
 LO0988'DIRT RD. UPHILL FOR 0.3 MI. TO USFS GATE MARKED ---FIRE TRUCKS ONLY---
 LO0988'(KEY TO THIS GATE MAY BE OBTAINED FROM USFS WAREHOUSE 634 S. SECOND
 LO0988'E. SALT LAKE CITY), PASS THRU GATE 0.1 MI. TO FORKS IN RD., TAKE
 LO0988'RIGHT FORK AND GO EASTERLY AND THEN NORTHERLY 0.4 MI. TO RD. FORKS,
 LO0988'TAKE LEFT FORK 0.1 MI., THEN RIGHT FORK 0.9 MI. TO END OF FIRE BREAK
 LO0988'RD. AND END OF TRUCK TRAVEL.  TAKE TRAIL ALONG RIDGE EASTERLY AND THEN
 LO0988'NORTHEASTERLY ON S. SIDE OF CITY CREEK ABOUT 3.0 MI. TO SUMMIT OF MAIN
 LO0988'RIDGE AND STATION.  STATION IS ON SW. OF TWO ROCK OUTCROPS OF ABOUT
 LO0988'EQUAL ELEVATION IN RIDGE LINE, ABOUT 500 YDS. SW. OF SADDLE IN MAIN
 LO0988'RIDGE LINE.  A 1-1/2 HOUR PACK.
 LO0988'
 LO0988'STATION MARK--NO DESCRIPTION AVAILABLE.
 LO0988'
 LO0988'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---ROCK
 LO0988'NO 1 1950--- CEMENTED IN BOULDER, 9.40 FT. FROM STATION MARK,
 LO0988'N 02 DEG 54 MIN E.
 LO0988'
 LO0988'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED ---ROCK
 LO0988'NO 2 1950--- CEMENTED IN BOULDER, 9.51 FT. FROM STATION MARK,
 LO0988'N 88 DEG 45 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0832 ***********************************************************************
 HN0832  DESIGNATION -  ROCK
 HN0832  PID         -  HN0832
 HN0832  STATE/COUNTY-  UT/SAN JUAN
 HN0832  COUNTRY     -  US
 HN0832  USGS QUAD   -  FRY SPRING (2017)
 HN0832
 HN0832                         *CURRENT SURVEY CONTROL
 HN0832  ______________________________________________________________________
 HN0832* NAD 83(1994) POSITION- 37 36 05.57989(N) 110 14 01.96606(W)   ADJUSTED
 HN0832* NAVD 88 ORTHO HEIGHT -  2045.5   (meters)     6711.    (feet) VERTCON3
 HN0832  ______________________________________________________________________
 HN0832  GEOID HEIGHT    -        -20.703 (meters)                     GEOID18
 HN0832  LAPLACE CORR    -         13.09  (seconds)                    DEFLEC18
 HN0832  HORZ ORDER      -  SECOND
 HN0832
 HN0832.The horizontal coordinates were established by classical geodetic methods
 HN0832.and adjusted by the National Geodetic Survey in November 1997.
 HN0832
 HN0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0832
 HN0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0832.GEOID18 height accuracy estimate available here.
 HN0832
 HN0832.Click photographs - Photos may exist for this station.
 HN0832
 HN0832.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0832
 HN0832. The following values were computed from the NAD 83(1994) position.
 HN0832
 HN0832;                    North         East     Units Scale Factor Converg.
 HN0832;SPC UT S     - 3,104,513.045   611,797.180   MT  0.99995635   +0 46 32.6
 HN0832;SPC UT S     -10,185,389.88  2,007,204.58   sFT  0.99995635   +0 46 32.6
 HN0832;UTM  12      - 4,161,883.542   567,626.158   MT  0.99965633   +0 28 02.9
 HN0832
 HN0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0832!SPC UT S     -   0.99968236  x   0.99995635  =   0.99963873
 HN0832!UTM  12      -   0.99968236  x   0.99965633  =   0.99933880
 HN0832
 HN0832:                Primary Azimuth Mark                     Grid Az
 HN0832:SPC UT S     -  ROCK AZ MK                               005 56 36.6
 HN0832:UTM  12      -  ROCK AZ MK                               006 15 06.3
 HN0832
 HN0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG6762661883(NAD 83)
 HN0832
 HN0832|---------------------------------------------------------------------|
 HN0832| PID    Reference Object                     Distance      Geod. Az  |
 HN0832|                                                           dddmmss.s |
 HN0832| CM7050 ROCK AZ MK                                         0064309.2 |
 HN0832| CM7052 ROCK RM 2                             7.147 METERS 15728     |
 HN0832| CM7051 ROCK RM 1                             4.767 METERS 27703     |
 HN0832|---------------------------------------------------------------------|
 HN0832
 HN0832                          SUPERSEDED SURVEY CONTROL
 HN0832
 HN0832  NAD 83(1986)-  37 36 05.57447(N)    110 14 01.96692(W) AD(       ) 2
 HN0832  NAD 27      -  37 36 05.59977(N)    110 13 59.48743(W) AD(       ) 2
 HN0832  NGVD 29 (07/19/86) 2044.5    (m)         6708.     (f) VERT ANG       
 HN0832
 HN0832.Superseded values are not recommended for survey control.
 HN0832
 HN0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0832.See file dsdata.pdf to determine how the superseded data were derived.
 HN0832
 HN0832_MARKER: DB = BENCH MARK DISK
 HN0832_SETTING: 66 = SET IN ROCK OUTCROP
 HN0832_STAMPING: ROCK 1952
 HN0832_MARK LOGO: USGS
 HN0832_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0832+STABILITY: POSITION/ELEVATION WELL
 HN0832
 HN0832  HISTORY     - Date     Condition        Report By
 HN0832  HISTORY     - 1952     MONUMENTED       USGS
 HN0832  HISTORY     - 1963     GOOD             CGS
 HN0832
 HN0832                          STATION DESCRIPTION
 HN0832
 HN0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0832'THE STATION IS LOCATED ABOUT 18 MILES SOUTHEAST OF HITE,
 HN0832'13 MILES WEST OF NATURAL BRIDGES NATIONAL MONUMENT, 9 MILES
 HN0832'NORTH-NORTHWEST OF RED HOUSE SPRINGS, ON THE HIGHEST PART OF
 HN0832'A PROMINENT RIDGE-LIKE, NORTH-SOUTH SANDSTONE OUTCROP.  IT IS
 HN0832'AT A NARROW SPOT ON THE SOUTH-WESTERNMOST FINGER OF A WOODED
 HN0832'PLATEAU THAT IS SITUATED BETWEEN BLUE CANYON TO THE NORTHWEST
 HN0832'AND A FINGER OF RED CANYON TO THE SOUTHEAST.
 HN0832'
 HN0832'TO REACH FROM HITE BY HELICOPTER, FLY SOUTHEASTERLY ON A
 HN0832'TRUE COURSE OF 142 DEGREES FOR 18 MILES TO THE OUTCROP AND
 HN0832'STATION AS DESCRIBED.
 HN0832'
 HN0832'THE STATION MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 HN0832'STAMPED ROCK 1952, IS SET IN A DRILL HOLE IN THE NORTH END
 HN0832'AND HIGHEST POINT OF THE OUTCROP.  THE HIGHEST PART IS A
 HN0832'SMALL, FLAT, TABLE-LIKE SURFACE THAT PROJECTS ABOUT 4 FEET
 HN0832'ABOVE THE SURROUNDING SURFACE.  THE MARK IS 7 FEET EAST OF THE
 HN0832'WEST RIM AND 7 FEET WEST OF THE EAST RIM OF OUTCROP.
 HN0832'
 HN0832'REFERENCE MARK 1, A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 HN0832'STAMPED ROCK NO 1 1952, IS SET IN A DRILL HOLE ON A BENCH
 HN0832'OF THE OUTCROP THAT IS ABOUT 5 FEET LOWER THAN THE STATION.
 HN0832'
 HN0832'REFERENCE MARK 2, A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 HN0832'STAMPED ROCK NO 2 1952, IS SET IN A DRILL HOLE IN THE OUTCROP
 HN0832'AT APPROXIMATELY THE SAME ELEVATION AS THE STATION.
 HN0832'
 HN0832'THE AZIMUTH MARK, A STANDARD DISK STAMPED ROCK USGS 1963,
 HN0832'IS SET IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 HN0832'SURROUNDING SURFACE.  IT IS 22 FEET SOUTH-SOUTHWEST OF A
 HN0832'15-INCH SCRUB PINE, 21 FEET NORTH-NORTHEAST OF A 12-INCH SCRUB
 HN0832'PINE, 11 FEET EAST OF THE WEST EDGE OF THE OUTCROP AND 2 FEET WEST
 HN0832'OF A 3-FOOT CAIRN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0460 ***********************************************************************
 KN0460  DESIGNATION -  ROCK
 KN0460  PID         -  KN0460
 KN0460  STATE/COUNTY-  UT/CARBON
 KN0460  COUNTRY     -  US
 KN0460  USGS QUAD   -  CEDAR RIDGE CANYON (2017)
 KN0460
 KN0460                         *CURRENT SURVEY CONTROL
 KN0460  ______________________________________________________________________
 KN0460* NAD 83(1994) POSITION- 39 43 46.80296(N) 110 04 16.85034(W)   ADJUSTED
 KN0460* NAVD 88 ORTHO HEIGHT -  2151.3   (meters)     7058.    (feet) VERTCON3
 KN0460  ______________________________________________________________________
 KN0460  GEOID HEIGHT    -        -17.480 (meters)                     GEOID18
 KN0460  LAPLACE CORR    -         -8.68  (seconds)                    DEFLEC18
 KN0460  HORZ ORDER      -  THIRD
 KN0460
 KN0460.The horizontal coordinates were established by classical geodetic methods
 KN0460.and adjusted by the National Geodetic Survey in November 1997.
 KN0460
 KN0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0460
 KN0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0460.GEOID18 height accuracy estimate available here.
 KN0460
 KN0460.Click photographs - Photos may exist for this station.
 KN0460
 KN0460.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0460
 KN0460. The following values were computed from the NAD 83(1994) position.
 KN0460
 KN0460;                    North         East     Units Scale Factor Converg.
 KN0460;SPC UT C     - 2,155,996.808   622,460.496   MT  0.99990050   +0 54 54.6
 KN0460;SPC UT C     - 7,073,466.19  2,042,189.14   sFT  0.99990050   +0 54 54.6
 KN0460;UTM  12      - 4,398,165.895   579,581.867   MT  0.99967797   +0 35 36.9
 KN0460
 KN0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0460!SPC UT C     -   0.99966535  x   0.99990050  =   0.99956588
 KN0460!UTM  12      -   0.99966535  x   0.99967797  =   0.99934343
 KN0460
 KN0460:                Primary Azimuth Mark                     Grid Az
 KN0460:SPC UT C     -  MAUD                                     021 42 18.0
 KN0460:UTM  12      -  MAUD                                     022 01 35.7
 KN0460
 KN0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ7958198165(NAD 83)
 KN0460
 KN0460|---------------------------------------------------------------------|
 KN0460| PID    Reference Object                     Distance      Geod. Az  |
 KN0460|                                                           dddmmss.s |
 KN0460| KN0455 MAUD                                APPROX.13.6 KM 0223712.6 |
 KN0460|---------------------------------------------------------------------|
 KN0460
 KN0460                          SUPERSEDED SURVEY CONTROL
 KN0460
 KN0460  NAD 83(1993)-  39 43 46.79044(N)    110 04 16.85329(W) AD(       ) 3
 KN0460  NAD 83(1986)-  39 43 46.78293(N)    110 04 16.84625(W) AD(       ) 3
 KN0460  NAD 27      -  39 43 46.90802(N)    110 04 14.31160(W) AD(       ) 3
 KN0460  NGVD 29 (07/19/86) 2150.1    (m)         7054.     (f) VERT ANG       
 KN0460
 KN0460.Superseded values are not recommended for survey control.
 KN0460
 KN0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0460.See file dsdata.pdf to determine how the superseded data were derived.
 KN0460
 KN0460_MARKER: DD = SURVEY DISK
 KN0460_SETTING: 66 = SET IN ROCK OUTCROP
 KN0460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0460+STABILITY: POSITION/ELEVATION WELL
 KN0460
 KN0460  HISTORY     - Date     Condition        Report By
 KN0460  HISTORY     - 1953     MONUMENTED       USGS
 KN0460
 KN0460                          STATION DESCRIPTION
 KN0460
 KN0460'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 KN0460'LOCATED ABOUT 30 MI. SW. OF OURAY, 10 MI. WSW. OF CONFLUENCE OF ROCK
 KN0460'HOUSE CANYON AND GREEN RIVER, 5 MI. W. OF GREEN RIVER AT PETERS POINT,
 KN0460'3 MI. S. OF HEAD OF ROCK HOUSE CANYON, ON S. END OF NW. ONE OF TWO
 KN0460'SMALL FLAT-TOPPED TIMBERED BUTTES.  THERE ARE HIGHER TIMBERED MESAS
 KN0460'TO W. OF STATION.
 KN0460'
 KN0460'TO REACH FROM JUNCTION OF U.S. HIGHWAY 40 AND UTAH STATE HIGHWAY 53,
 KN0460'18 MI. E. OF DUCHESNE, TRAVEL SW. 32 MI. ALONG STATE HIGHWAY 53 TO RD.
 KN0460'JUNCTION IN NINE MILE CANYON, TAKE LEFT FORK SE. DOWN NINE MILE CANYON
 KN0460'5.2 MI. TO RD. FORK, TAKE LEFT FORK AND CONTINUE SE. DOWN NINE MILE
 KN0460'CANYON 1.4 MI. TO RD. FORK AND SIGN ---HYLAND OIL CORP.---, TAKE
 KN0460'RIGHT FORK ACROSS NINE MILE CREEK E. AND THEN S. UP COTTONWOOD CANYON
 KN0460'6.7 MI. TO RD. FORK, TAKE LEFT FORK 1.2 MI. TO RD. FORK, TAKE RIGHT
 KN0460'FORK 0.8 MI. TO RD. FORK ON COTTONWOOD RIDGE, TAKE LEFT FORK NE. ON
 KN0460'RIDGE 0.8 MI. TO RD. FORK, TAKE LEFT FORK 1.7 MI. TO RD. FORK AND OIL
 KN0460'TANKS, TAKE RIGHT FORK 1.4 MI. TO RD. JUNCTION, TAKE RIGHT FORK 2 MI.
 KN0460'TO POINT W. OF SE. END OF NORTHERN BUTTE OF TWO AND END OF TRUCK
 KN0460'TRAVEL.  PACK E. UP BUTTE TO S. END OF BUTTE AND STATION.
 KN0460'
 KN0460'STATION MARK--STANDARD TABLET, STAMPED ---ROCK 1953---, CEMENTED IN
 KN0460'DRILL HOLE IN FLAT ROCK OUTCROP.
 KN0460'
 KN0460'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, IN TRIANGULAR BLAZE
 KN0460'ON PINE TREE.
 KN0460'
 KN0460'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, IN TRIANGULAR BLAZE
 KN0460'ON TOPPED PINE TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1123 ***********************************************************************
 LO1123  DESIGNATION -  ROCK
 LO1123  PID         -  LO1123
 LO1123  STATE/COUNTY-  UT/DUCHESNE
 LO1123  COUNTRY     -  US
 LO1123  USGS QUAD   -  TWOROOSE PASS (2017)
 LO1123
 LO1123                         *CURRENT SURVEY CONTROL
 LO1123  ______________________________________________________________________
 LO1123* NAD 83(1994) POSITION- 40 32 19.55826(N) 110 39 23.82936(W)   ADJUSTED
 LO1123* NAVD 88 ORTHO HEIGHT -  2616.    (meters)     8583.    (feet) SCALED
 LO1123  ______________________________________________________________________
 LO1123  GEOID HEIGHT    -        -13.569 (meters)                     GEOID18
 LO1123  LAPLACE CORR    -         -5.42  (seconds)                    DEFLEC18
 LO1123  HORZ ORDER      -  SECOND
 LO1123
 LO1123.The horizontal coordinates were established by classical geodetic methods
 LO1123.and adjusted by the National Geodetic Survey in November 1997.
 LO1123
 LO1123.The orthometric height was scaled from a topographic map.
 LO1123
 LO1123.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1123.GEOID18 height accuracy estimate available here.
 LO1123
 LO1123.Click photographs - Photos may exist for this station.
 LO1123
 LO1123.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1123
 LO1123. The following values were computed from the NAD 83(1994) position.
 LO1123
 LO1123;                    North         East     Units Scale Factor Converg.
 LO1123;SPC UT C     - 2,245,188.572   571,447.429   MT  0.99997422   +0 32 24.9
 LO1123;SPC UT C     - 7,366,089.51  1,874,823.77   sFT  0.99997422   +0 32 24.9
 LO1123;UTM  12      - 4,487,614.423   529,079.246   MT  0.99961041   +0 13 23.5
 LO1123
 LO1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1123!SPC UT C     -   0.99959200  x   0.99997422  =   0.99956623
 LO1123!UTM  12      -   0.99959200  x   0.99961041  =   0.99920257
 LO1123
 LO1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK2907987614(NAD 83)
 LO1123
 LO1123                          SUPERSEDED SURVEY CONTROL
 LO1123
 LO1123  NAD 83(1993)-  40 32 19.55797(N)    110 39 23.82791(W) AD(       ) 2
 LO1123  NAD 83(1986)-  40 32 19.54143(N)    110 39 23.81773(W) AD(       ) 2
 LO1123  NAD 27      -  40 32 19.74000(N)    110 39 21.23000(W) AD(       ) 2
 LO1123
 LO1123.Superseded values are not recommended for survey control.
 LO1123
 LO1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1123.See file dsdata.pdf to determine how the superseded data were derived.
 LO1123
 LO1123_MARKER: DD = SURVEY DISK
 LO1123_SETTING: 80 = SET IN A BOULDER
 LO1123_STAMPING: ROCK
 LO1123_MARK LOGO: BOR
 LO1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1123+STABILITY: SURFACE MOTION
 LO1123
 LO1123  HISTORY     - Date     Condition        Report By
 LO1123  HISTORY     - 1947     MONUMENTED       BOR
 LO1123
 LO1123                          STATION DESCRIPTION
 LO1123
 LO1123'DESCRIBED BY US BUREAU OF RECLAMATION 1947 (DHK)
 LO1123'LOCATED ABOUT 29 MILES AIR LINE NORTHWEST OF DUCHESNE, ABOUT
 LO1123'10 MILES AIR LINE NORTHEAST OF HANNA, ON THE NORTH END OF A
 LO1123'NORTH-SOUTH RIDGE JUST SOUTH OF ROCK CREEK.  STATION IS MARKED
 LO1123'BY A STANDARD U.S.B. OF R. BENCH MARK BRASS CAP SET IN A
 LO1123'3-FOOT RED SANDSTONE BOULDER.  THE MARK IS STAMPED--ROCK.
 LO1123'
 LO1123'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTAIN HOME,
 LO1123'GO NORTH 0.1 MILE TO A ROAD LEFT.  TURN LEFT, FOLLOW MAIN ROAD
 LO1123'11.9 MILES TO A FORK.  TURN RIGHT.  FOLLOW MAIN ROAD TO THE
 LO1123'EAST OF ROCK CREEK 7.6 MILES TO A ROAD RIGHT AT SIGN--PETERSON
 LO1123'SAWMILL.  KEEP LEFT FORK FOR 0.3 MILE CROSSING BRIDGE OVER
 LO1123'ROCK CREEK.  CONTINUE 1.1 MILE TO SAGE-COVERED FLAT ABOUT 200
 LO1123'ACRES IN EXTENT.  PACK 1 MILE WESTWARD TO HIGHEST POINT ON THE
 LO1123'STREAMWARD SIDE OF A SHOULDER EXTENDING NORTHWARD FROM THE
 LO1123'SOUTH SIDE OF THE CANYON TO THE STATION SITE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1119 ***********************************************************************
 LO1119  DESIGNATION -  ROCK CREEK
 LO1119  PID         -  LO1119
 LO1119  STATE/COUNTY-  UT/DUCHESNE
 LO1119  COUNTRY     -  US
 LO1119  USGS QUAD   -  KIDNEY LAKE (2017)
 LO1119
 LO1119                         *CURRENT SURVEY CONTROL
 LO1119  ______________________________________________________________________
 LO1119* NAD 83(1994) POSITION- 40 34 23.34344(N) 110 36 25.74195(W)   ADJUSTED
 LO1119* NAVD 88 ORTHO HEIGHT -  3472.0   (meters)    11391.    (feet) VERTCON3
 LO1119  ______________________________________________________________________
 LO1119  GEOID HEIGHT    -        -13.091 (meters)                     GEOID18
 LO1119  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 LO1119  HORZ ORDER      -  FIRST
 LO1119
 LO1119.The horizontal coordinates were established by classical geodetic methods
 LO1119.and adjusted by the National Geodetic Survey in November 1997.
 LO1119
 LO1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1119
 LO1119.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1119.GEOID18 height accuracy estimate available here.
 LO1119
 LO1119.Click photographs - Photos may exist for this station.
 LO1119
 LO1119.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1119
 LO1119. The following values were computed from the NAD 83(1994) position.
 LO1119
 LO1119;                    North         East     Units Scale Factor Converg.
 LO1119;SPC UT C     - 2,249,047.240   575,599.949   MT  0.99998179   +0 34 19.0
 LO1119;SPC UT C     - 7,378,749.15  1,888,447.50   sFT  0.99998179   +0 34 19.0
 LO1119;UTM  12      - 4,491,448.672   533,251.506   MT  0.99961361   +0 15 19.9
 LO1119
 LO1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1119!SPC UT C     -   0.99945770  x   0.99998179  =   0.99943950
 LO1119!UTM  12      -   0.99945770  x   0.99961361  =   0.99907152
 LO1119
 LO1119:                Primary Azimuth Mark                     Grid Az
 LO1119:SPC UT C     -  ROCK CREEK AZ MK                         199 47 31.2
 LO1119:UTM  12      -  ROCK CREEK AZ MK                         200 06 30.3
 LO1119
 LO1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK3325191448(NAD 83)
 LO1119
 LO1119|---------------------------------------------------------------------|
 LO1119| PID    Reference Object                     Distance      Geod. Az  |
 LO1119|                                                           dddmmss.s |
 LO1119| CP6532 ROCK CREEK RM 1                       5.728 METERS 04042     |
 LO1119| CP6533 ROCK CREEK RM 2                       7.348 METERS 12300     |
 LO1119| CP6531 ROCK CREEK AZ MK                                   2002150.2 |
 LO1119|---------------------------------------------------------------------|
 LO1119
 LO1119                          SUPERSEDED SURVEY CONTROL
 LO1119
 LO1119  NAD 83(1993)-  40 34 23.34302(N)    110 36 25.74146(W) AD(       ) 1
 LO1119  NAD 83(1986)-  40 34 23.32671(N)    110 36 25.73058(W) AD(       ) 1
 LO1119  NAD 27      -  40 34 23.53310(N)    110 36 23.14090(W) AD(       ) 1
 LO1119  NGVD 29 (07/19/86) 3470.4    (m)        11386.     (f) VERT ANG       
 LO1119
 LO1119.Superseded values are not recommended for survey control.
 LO1119
 LO1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1119.See file dsdata.pdf to determine how the superseded data were derived.
 LO1119
 LO1119_MARKER: DS = TRIANGULATION STATION DISK
 LO1119_SETTING: 66 = SET IN ROCK OUTCROP
 LO1119_STAMPING: ROCK CREEK 1946
 LO1119_MARK LOGO: CGS
 LO1119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO1119+STABILITY: POSITION/ELEVATION WELL
 LO1119
 LO1119  HISTORY     - Date     Condition        Report By
 LO1119  HISTORY     - 1946     MONUMENTED       CGS
 LO1119  HISTORY     - 1962     GOOD             CGS
 LO1119
 LO1119                          STATION DESCRIPTION
 LO1119
 LO1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1119'THE STATION IS LOCATED ABOUT 17 MILES AIRLINE NORTHWEST OF
 LO1119'MOUNTAIN HOME AND ABOUT 5 MILES AIRLINE WEST OF MOON LAKE
 LO1119'ON THE SOUTHERN OF TWO BARE PEAKS OF A LONG RIDGE EAST OF
 LO1119'ROCK CREEK.  THE STATION MARK IS A BRONZE DISK SET FLUSH
 LO1119'20 FEET WEST OF A ROCK CAIRN.  IT IS STAMPED, ROCK CREEK 1946.
 LO1119'
 LO1119'REFERENCE MARK NO. 1 IS A BRONZE DISK SET FLUSH AT SAME
 LO1119'ELEVATION AS THE STATION MARK, 12 FEET NORTHWEST OF A ROCK
 LO1119'CAIRN.  IT IS STAMPED, ROCK CREEK NO 1 1946.
 LO1119'
 LO1119'REFERENCE MARK NO. 2 IS A BRONZE DISK SET FLUSH 2 FEET LOWER
 LO1119'THAN THE STATION MARK, 15 FEET SOUTH OF A ROCK CAIRN.  IT IS
 LO1119'STAMPED, ROCK CREEK NO 2 1946.
 LO1119'
 LO1119'THE AZIMUTH MARK IS A BRONZE DISK SET FLUSH ON A BARE KNOLL,
 LO1119'30 FEET NORTHEAST OF A PROSPECT HOLE AND 3 FEET NORTH OF A
 LO1119'ROCK CAIRN.  IT IS STAMPED, ROCK CREEK 1946.
 LO1119'
 LO1119'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTAIN HOME.
 LO1119'GO NORTH 0.1 MILE TO A ROAD LEFT.  TURN LEFT, FOLLOW MAIN
 LO1119'ROAD 11.9 MILES TO A FORK.  TURN RIGHT.  FOLLOW MAIN ROAD
 LO1119'TO THE EAST OF ROCK CREEK, 7.6 MILES TO A ROAD RIGHT AT
 LO1119'SIGN, PETERSON SAWMILL.  TURN RIGHT, GO 3.2 MILES TO SAWMILL
 LO1119'AND END OF TRUCK TRAVEL.  FOLLOW SKID ROAD SOUTHEAST, EAST
 LO1119'THEN NORTH EAST TO A FOREST SERVICE TRAIL RIGHT AT A
 LO1119'TRIANGULAR-BLAZED TREE.  FOLLOW TRAIL EAST TO A GRASSY SADDLE
 LO1119'OF RIDGE.  BEAR LEFT, NORTHERLY, FOLLOW TOP OF RIDGE TO FIRST
 LO1119'PROMINENT PEAK AND STATION.  A 3 HOUR PACK.  IN DRY WEATHER
 LO1119'A FOUR WHEEL DRIVE VEHICLE CAN BE DRIVEN UP THE SKID ROAD
 LO1119'AS FAR AS THE TRAIL.
 LO1119
 LO1119                          STATION RECOVERY (1962)
 LO1119
 LO1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO1119'THE STATION MARK, REFERENCE MARKS 1, 2 AND AZIMUTH MARK WERE
 LO1119'RECOVERED AS PREVIOUSLY DESCRIBED.
 LO1119'
 LO1119'THE STATION WAS REACHED BY HELICOPTER FROM MOON LAKE BY FLYING
 LO1119'A TRUE COURSE OF 273 DEGREES FOR ABOUT 5 MILES TO THE STATION
 LO1119'HILL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0736 ***********************************************************************
 HN0736  DESIGNATION -  ROCK CREEK=ET U 200
 HN0736  PID         -  HN0736
 HN0736  STATE/COUNTY-  UT/KANE
 HN0736  COUNTRY     -  US
 HN0736  USGS QUAD   -  MAZUKI POINT (2017)
 HN0736
 HN0736                         *CURRENT SURVEY CONTROL
 HN0736  ______________________________________________________________________
 HN0736* NAD 83(1994) POSITION- 37 11 31.32042(N) 111 12 23.91007(W)   ADJUSTED
 HN0736* NAVD 88 ORTHO HEIGHT -  1585.9   (meters)     5203.    (feet) VERTCON3
 HN0736  ______________________________________________________________________
 HN0736  GEOID HEIGHT    -        -22.980 (meters)                     GEOID18
 HN0736  LAPLACE CORR    -         -4.72  (seconds)                    DEFLEC18
 HN0736  HORZ ORDER      -  THIRD
 HN0736
 HN0736.The horizontal coordinates were established by classical geodetic methods
 HN0736.and adjusted by the National Geodetic Survey in November 1997.
 HN0736
 HN0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0736
 HN0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0736.GEOID18 height accuracy estimate available here.
 HN0736
 HN0736.Click photographs - Photos may exist for this station.
 HN0736
 HN0736.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0736
 HN0736. The following values were computed from the NAD 83(1994) position.
 HN0736
 HN0736;                    North         East     Units Scale Factor Converg.
 HN0736;SPC UT S     - 3,058,347.924   526,046.569   MT  1.00000431   +0 10 47.1
 HN0736;SPC UT S     -10,033,929.81  1,725,871.12   sFT  1.00000431   +0 10 47.1
 HN0736;UTM  12      - 4,116,195.603   481,660.166   MT  0.99960414   -0 07 29.7
 HN0736
 HN0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0736!SPC UT S     -   0.99975480  x   1.00000431  =   0.99975911
 HN0736!UTM  12      -   0.99975480  x   0.99960414  =   0.99935903
 HN0736
 HN0736:                Primary Azimuth Mark                     Grid Az
 HN0736:SPC UT S     -  ET U 225                                 088 01 17.5
 HN0736:UTM  12      -  ET U 225                                 088 19 34.3
 HN0736
 HN0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG8166016195(NAD 83)
 HN0736
 HN0736|---------------------------------------------------------------------|
 HN0736| PID    Reference Object                     Distance      Geod. Az  |
 HN0736|                                                           dddmmss.s |
 HN0736| HN0738 ET U 225                            APPROX. 3.7 KM 0881204.6 |
 HN0736|---------------------------------------------------------------------|
 HN0736
 HN0736                          SUPERSEDED SURVEY CONTROL
 HN0736
 HN0736  NAD 83(1992)-  37 11 31.31868(N)    111 12 23.91032(W) AD(       ) 3
 HN0736  NAD 83(1986)-  37 11 31.31536(N)    111 12 23.91072(W) AD(       ) 3
 HN0736  NAD 27      -  37 11 31.34996(N)    111 12 21.35941(W) AD(       ) 3
 HN0736  NGVD 29 (07/19/86) 1584.9    (m)         5200.     (f) VERT ANG       
 HN0736
 HN0736.Superseded values are not recommended for survey control.
 HN0736
 HN0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0736.See file dsdata.pdf to determine how the superseded data were derived.
 HN0736
 HN0736_MARKER: DD = SURVEY DISK
 HN0736_SETTING: 66 = SET IN ROCK OUTCROP
 HN0736_STAMPING: ROCK CREEK 1953
 HN0736_MARK LOGO: USGS
 HN0736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0736+STABILITY: POSITION/ELEVATION WELL
 HN0736
 HN0736  HISTORY     - Date     Condition        Report By
 HN0736  HISTORY     - 1953     MONUMENTED       USGS
 HN0736  HISTORY     - 1959     GOOD             CGS
 HN0736  HISTORY     - 1963     GOOD             CGS
 HN0736
 HN0736                          STATION DESCRIPTION
 HN0736
 HN0736'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0736'LOCATED ABOUT 21.0 MI. NW. OF RAINBOW LODGE, ARIZ. AND 16.0 MI.
 HN0736'W. OF CONFLUENCE OF COLORADO AND SAN JUAN RIVERS.  ON POINT
 HN0736'OF MESA WHICH JUTS OUT INTO ROCK CREEK CANYON.  ON SMALL TOP
 HN0736'ABOUT 200 FT. N. OF S. EDGE OF POINT.  THERE IS A PROMINENT
 HN0736'ISOLATED BUTTE RISING OUT OF CANYON BOTTOM ABOUT 0.5 MI. S.
 HN0736'OF STATION AND A HIGHER TOP ABOUT 150 FT. N. OF STATION.
 HN0736'
 HN0736'STATION REACHED BY HELICOPTER.
 HN0736'
 HN0736'STATION MARK--STANDARD TABLET STAMPED ROCK CREEK 1953 CEMENTED
 HN0736'IN DRILL HOLE IN SOLID ROCK OUTCROP.
 HN0736'
 HN0736'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER WEDGED IN DRILL
 HN0736'HOLE IN SOLID ROCK, 7.75 FT. FROM STATION MARK S 64 DEG 13 MIN W.
 HN0736'
 HN0736'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER WEDGED IN DRILL
 HN0736'HOLE IN SOLID ROCK, 12.01 FT. FROM STATION MARK N 18 DEG 32 MIN W.
 HN0736
 HN0736                          STATION RECOVERY (1959)
 HN0736
 HN0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CCM)
 HN0736'STATION FOUND AS DESCRIBED AND ALL MARKS IN GOOD CONDITION.
 HN0736'
 HN0736'STATION MARK--STANDARD TABLET STAMPED ROCK CREEK 1953 AND
 HN0736'ET U 200 IN 1959 CEMENTED IN DRILL HOLE IN SOLID ROCK OUTCROP.
 HN0736'
 HN0736'SIGNAL--FLASHING LIGHT CENTERED OVER STATION MARK.
 HN0736'
 HN0736'SIGNAL DATA--FLASHING LIGHT 3.6 FT.
 HN0736
 HN0736                          STATION RECOVERY (1963)
 HN0736
 HN0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HN0736'RECOVERED IN GOOD CONDITION.
 HN0736'
 HN0736'STATION MARK--STANDARD TABLET, STAMPED ---ROCK CREEK 1953---, CEMENTED
 HN0736'IN DRILL HOLE IN SOLID ROCK OUTCROP, AND ADDITIONALLY STAMPED ---ET U
 HN0736'200--- IN 1959.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0594 ***********************************************************************
 JO0594  DESIGNATION -  ROCK RESERVOIR
 JO0594  PID         -  JO0594
 JO0594  STATE/COUNTY-  UT/MILLARD
 JO0594  COUNTRY     -  US
 JO0594  USGS QUAD   -  DEADMAN POINT (2017)
 JO0594
 JO0594                         *CURRENT SURVEY CONTROL
 JO0594  ______________________________________________________________________
 JO0594* NAD 83(1994) POSITION- 38 59 59.81787(N) 113 46 37.40532(W)   ADJUSTED
 JO0594  ______________________________________________________________________
 JO0594  GEOID HEIGHT    -        -20.479 (meters)                     GEOID18
 JO0594  LAPLACE CORR    -          2.29  (seconds)                    DEFLEC18
 JO0594  HORZ ORDER      -  THIRD
 JO0594
 JO0594.The horizontal coordinates were established by classical geodetic methods
 JO0594.and adjusted by the National Geodetic Survey in November 1997.
 JO0594
 JO0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0594.GEOID18 height accuracy estimate available here.
 JO0594
 JO0594.Click photographs - Photos may exist for this station.
 JO0594
 JO0594.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0594
 JO0594. The following values were computed from the NAD 83(1994) position.
 JO0594
 JO0594;                    North         East     Units Scale Factor Converg.
 JO0594;SPC UT C     - 2,076,519.341   302,767.081   MT  1.00000417   -1 27 31.1
 JO0594;SPC UT C     - 6,812,713.87    993,328.33   sFT  1.00000417   -1 27 31.1
 JO0594;UTM  12      - 4,320,440.327   259,509.810   MT  1.00031222   -1 44 54.6
 JO0594
 JO0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ5950920440(NAD 83)
 JO0594
 JO0594                          SUPERSEDED SURVEY CONTROL
 JO0594
 JO0594  NAD 83(1986)-  38 59 59.81324(N)    113 46 37.40662(W) AD(       ) 3
 JO0594  NAD 27      -  38 59 59.96300(N)    113 46 34.47900(W) AD(       ) 3
 JO0594
 JO0594.Superseded values are not recommended for survey control.
 JO0594
 JO0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0594.See file dsdata.pdf to determine how the superseded data were derived.
 JO0594
 JO0594_MARKER: Z = SEE DESCRIPTION
 JO0594_SETTING: 0 = UNSPECIFIED SETTING
 JO0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0594
 JO0594  HISTORY     - Date     Condition        Report By
 JO0594  HISTORY     - 1957     MONUMENTED       CGS
 JO0594
 JO0594                          STATION DESCRIPTION
 JO0594
 JO0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 JO0594'THE STATION IS LOCATED ABOUT 70 MILES AIRLINE WEST SOUTHWEST
 JO0594'OF DELTA, UTAH, 20 MILES AIRLINE EAST OF BAKER, NEVADA AND
 JO0594'ABOUT 4 MILES SOUTH OF U.S. HIGHWAY 50 AND 6, ON THE WEST
 JO0594'SIDE OF A GRAVELED ROAD.
 JO0594'
 JO0594'THE RESERVOIR IS OF ROCK AND CONCRETE CONSTRUCTION AND IS ABOUT
 JO0594'40 FEET IN DIAMETER AND ABOUT 8 FEET HIGH.  THERE IS A SMALL
 JO0594'PUMPHOUSE NORTHEAST OF THE RESERVOIR.  THE CENTER OF THE
 JO0594'RESERVOIR WAS INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0513 ***********************************************************************
 JM0513  DESIGNATION -  ROCKS 2
 JM0513  PID         -  JM0513
 JM0513  STATE/COUNTY-  UT/SAN JUAN
 JM0513  COUNTRY     -  US
 JM0513  USGS QUAD   -  KANE SPRINGS (2017)
 JM0513
 JM0513                         *CURRENT SURVEY CONTROL
 JM0513  ______________________________________________________________________
 JM0513* NAD 83(1994) POSITION- 38 27 33.59688(N) 109 27 31.77479(W)   ADJUSTED
 JM0513* NAVD 88 ORTHO HEIGHT -  1940.1   (meters)     6365.    (feet) VERTCON3
 JM0513  ______________________________________________________________________
 JM0513  GEOID HEIGHT    -        -19.597 (meters)                     GEOID18
 JM0513  LAPLACE CORR    -          6.32  (seconds)                    DEFLEC18
 JM0513  HORZ ORDER      -  THIRD
 JM0513
 JM0513.The horizontal coordinates were established by classical geodetic methods
 JM0513.and adjusted by the National Geodetic Survey in November 1997.
 JM0513
 JM0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0513
 JM0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0513.GEOID18 height accuracy estimate available here.
 JM0513
 JM0513.Click photographs - Photos may exist for this station.
 JM0513
 JM0513.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0513
 JM0513. The following values were computed from the NAD 83(1994) position.
 JM0513
 JM0513;                    North         East     Units Scale Factor Converg.
 JM0513;SPC UT S     - 3,200,908.969   678,146.832   MT  1.00002067   +1 15 02.2
 JM0513;SPC UT S     -10,501,648.84  2,224,886.73   sFT  1.00002067   +1 15 02.2
 JM0513;UTM  12      - 4,257,905.859   634,466.303   MT  0.99982267   +0 57 31.3
 JM0513
 JM0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0513!SPC UT S     -   0.99969875  x   1.00002067  =   0.99971941
 JM0513!UTM  12      -   0.99969875  x   0.99982267  =   0.99952147
 JM0513
 JM0513:                Primary Azimuth Mark                     Grid Az
 JM0513:SPC UT S     -  VERTICAL TIE                             322 18 50.0
 JM0513:UTM  12      -  VERTICAL TIE                             322 36 20.9
 JM0513
 JM0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH3446657905(NAD 83)
 JM0513
 JM0513|---------------------------------------------------------------------|
 JM0513| PID    Reference Object                     Distance      Geod. Az  |
 JM0513|                                                           dddmmss.s |
 JM0513| JM0514 VERTICAL TIE                        APPROX. 5.0 KM 3233352.2 |
 JM0513|---------------------------------------------------------------------|
 JM0513
 JM0513                          SUPERSEDED SURVEY CONTROL
 JM0513
 JM0513  NAD 83(1986)-  38 27 33.58548(N)    109 27 31.77549(W) AD(       ) 3
 JM0513  NAD 27      -  38 27 33.63779(N)    109 27 29.36318(W) AD(       ) 3
 JM0513  NGVD 29 (07/19/86) 1939.1    (m)         6362.     (f) VERT ANG       
 JM0513
 JM0513.Superseded values are not recommended for survey control.
 JM0513
 JM0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0513.See file dsdata.pdf to determine how the superseded data were derived.
 JM0513
 JM0513_MARKER: DB = BENCH MARK DISK
 JM0513_SETTING: 66 = SET IN ROCK OUTCROP
 JM0513_STAMPING: ROCKS 2 1954
 JM0513_MARK LOGO: USGS
 JM0513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0513+STABILITY: POSITION/ELEVATION WELL
 JM0513
 JM0513  HISTORY     - Date     Condition        Report By
 JM0513  HISTORY     - 1954     MONUMENTED       USGS
 JM0513  HISTORY     - 20091117 MARK NOT FOUND   GEOCAC
 JM0513
 JM0513                          STATION DESCRIPTION
 JM0513
 JM0513'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0513'LOCATED ABOUT 8 MI. SE. OF MOAB AND 3 MI. SW. OF CENTER OF AIRSTRIP
 JM0513'AT BYRDS AVIATION FIELD, 0.75 MI. W. OF U.S. HIGHWAY 160, ON SMALL
 JM0513'KNOB PROJECTING ABOVE A LARGE ROUNDED SANDSTONE RIDGE.
 JM0513'
 JM0513'STATION REACHED BY HELICOPTER.  (HOWEVER, IT MAY BE REACHED BY
 JM0513'DRIVING S. FROM MOAB TO POINT IN RD. OPPOSITE S. ENTRANCE TO BYRD
 JM0513'AVIATION FIELD.  FROM HERE HIKE W. TO HIGH POINT OF RIDGE AND
 JM0513'STATION.)
 JM0513'
 JM0513'STATION MARK--STANDARD TABLET STAMPED ---ROCKS 2 1954--- CEMENTED
 JM0513'IN TOP OF SMALL SANDSTONE KNOB.
 JM0513'
 JM0513'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 JM0513'1 1954--- CEMENTED IN TOP OF SANDSTONE RIDGE, 28.50 FT. FROM STATION
 JM0513'MARK, N 17 DEG 08 MIN E.
 JM0513'
 JM0513'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 JM0513'2 1954--- CEMENTED IN TOP OF SANDSTONE RIDGE, 35.98 FT. FROM STATION
 JM0513'MARK, S 83 DEG 01 MIN E.
 JM0513
 JM0513                          STATION RECOVERY (2009)
 JM0513
 JM0513'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0513'DISK MISSING.  STEM HOLE FOUND WITH BITS OF CEMENTING MATERIAL.  IT
 JM0513'HAD BEEN GEOCACHED IN POOR CONDITION ON 2 NOV 2004.  RM 1 AND RM 2
 JM0513'FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0520 ***********************************************************************
 LP0520  DESIGNATION -  ROCKY
 LP0520  PID         -  LP0520
 LP0520  STATE/COUNTY-  UT/TOOELE
 LP0520  COUNTRY     -  US
 LP0520  USGS QUAD   -  WIG MOUNTAIN (2017)
 LP0520
 LP0520                         *CURRENT SURVEY CONTROL
 LP0520  ______________________________________________________________________
 LP0520* NAD 83(1994) POSITION- 40 21 28.33257(N) 113 00 09.20297(W)   ADJUSTED
 LP0520* NAVD 88 ORTHO HEIGHT -  2074.3   (meters)     6805.    (feet) VERTCON3
 LP0520  ______________________________________________________________________
 LP0520  GEOID HEIGHT    -        -18.029 (meters)                     GEOID18
 LP0520  LAPLACE CORR    -          7.15  (seconds)                    DEFLEC18
 LP0520  HORZ ORDER      -  SECOND
 LP0520
 LP0520.The horizontal coordinates were established by classical geodetic methods
 LP0520.and adjusted by the National Geodetic Survey in November 1997.
 LP0520
 LP0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0520
 LP0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0520.GEOID18 height accuracy estimate available here.
 LP0520
 LP0520.Click photographs - Photos may exist for this station.
 LP0520
 LP0520.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0520
 LP0520. The following values were computed from the NAD 83(1994) position.
 LP0520
 LP0520;                    North         East     Units Scale Factor Converg.
 LP0520;SPC UT C     - 2,225,837.303   372,376.856   MT  0.99994040   -0 57 45.0
 LP0520;SPC UT C     - 7,302,601.22  1,221,706.40   sFT  0.99994040   -0 57 45.0
 LP0520;UTM  12      - 4,469,403.306   329,952.433   MT  0.99995596   -1 17 49.5
 LP0520
 LP0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0520!SPC UT C     -   0.99967753  x   0.99994040  =   0.99961795
 LP0520!UTM  12      -   0.99967753  x   0.99995596  =   0.99963350
 LP0520
 LP0520:                Primary Azimuth Mark                     Grid Az
 LP0520:SPC UT C     -  WIG                                      229 29 38.5
 LP0520:UTM  12      -  WIG                                      229 49 43.0
 LP0520
 LP0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK2995269403(NAD 83)
 LP0520
 LP0520|---------------------------------------------------------------------|
 LP0520| PID    Reference Object                     Distance      Geod. Az  |
 LP0520|                                                           dddmmss.s |
 LP0520| LP0517 WIG                                 APPROX. 7.1 KM 2283153.5 |
 LP0520|---------------------------------------------------------------------|
 LP0520
 LP0520                          SUPERSEDED SURVEY CONTROL
 LP0520
 LP0520  NAD 83(1986)-  40 21 28.32479(N)    113 00 09.19207(W) AD(       ) 2
 LP0520  NAD 27      -  40 21 28.54858(N)    113 00 06.27926(W) AD(       ) 2
 LP0520  NGVD 29 (07/19/86) 2073.2    (m)         6802.     (f) VERT ANG       
 LP0520
 LP0520.Superseded values are not recommended for survey control.
 LP0520
 LP0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0520.See file dsdata.pdf to determine how the superseded data were derived.
 LP0520
 LP0520_MARKER: DB = BENCH MARK DISK
 LP0520_SETTING: 66 = SET IN ROCK OUTCROP
 LP0520_STAMPING: ROCKY 1953
 LP0520_MARK LOGO: USGS
 LP0520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0520+STABILITY: POSITION/ELEVATION WELL
 LP0520
 LP0520  HISTORY     - Date     Condition        Report By
 LP0520  HISTORY     - 1953     MONUMENTED       USGS
 LP0520  HISTORY     - 1965     GOOD             CGS
 LP0520
 LP0520                          STATION DESCRIPTION
 LP0520
 LP0520'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 LP0520'LOCATED ABOUT 17.5 MI. NW. OF DAVIS MTN., 17.0 MI. SW. OF DESERET
 LP0520'PEAK, 15.0 MI. W. OF HATCH RANCH, AND 8.0 MI. E. OF WIG MTN., ON
 LP0520'ROCKY TOP JUST W. OF MAIN RIDGE AND LOWER.
 LP0520'
 LP0520'TO REACH FROM JUNCTION OF STATE HIGHWAY 58 AND RD. TO TIMPIE JUNCTION,
 LP0520'DRIVE W. FOR 13.4 MI., TAKE RIGHT FORK 4.7 MI., TAKE LEFT FORK
 LP0520'AROUND FENCE AND STRAIGHT AHEAD AT T-RD. INTERSECTION 7.0 MI., TAKE
 LP0520'LEFT FORK 4.2 MI., TURN RIGHT THROUGH GRAVEL PIT AND FOLLOW TRACK RD.
 LP0520'UP DRAIN 0.7 MI., TURN LEFT FOR 0.8 MI., TAKE RIGHT FORK 0.2 MI.,
 LP0520'TURN RIGHT INTO DRAIN FOR 1.8 MI.  LEAVE TRUCK AND PACK E. UP RIDGE
 LP0520'TO HIGHEST POINT OF ROCKY TOP AND STATION.
 LP0520'
 LP0520'STATION MARK--STANDARD TABLET, STAMPED ---ROCKY 1953---, CEMENTED IN
 LP0520'ROCK.
 LP0520'
 LP0520'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO 1
 LP0520'1953---, CEMENTED IN ROCK, 26.46 FT. FROM STATION, S 52 DEG 54 MIN W.
 LP0520'
 LP0520'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO 2
 LP0520'1953---, CEMENTED IN ROCK, 22.46 FT. FROM STATION, N 01 DEG 27 MIN W.
 LP0520
 LP0520                          STATION RECOVERY (1965)
 LP0520
 LP0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0520'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED
 LP0520'ROCKY 1953.  IT IS SET IN A DRILL HOLE ON TOP OF A PROMINENT HILL
 LP0520'ABOUT 1/2 MILE SOUTH OF TRIANGULATION STATION REPEATER.  2
 LP0520'REFERENCE MARKS WERE ALSO RECOVERED BY THE BUILDING PARTY.
 LP0520'
 LP0520'TO REACH THE STATION FROM GRANTSVILLE GO WEST ALONG U.S. HIGHWAY
 LP0520'40 FOR 15 MILES TO AN INTERSECTION.  TURN LEFT ON THE ROAD
 LP0520'LEADING TO DUGWAY FOR 15.5 MILES TO IOSEPA RANCH, CONTINUE AHEAD
 LP0520'FOR 1.65 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 LP0520'WEST FOR 0.3 MILE TO A FORK.  TAKE THE LEFT FORK SOUTHWEST FOR
 LP0520'12.9 MILES TO A FORK AT SIGN, WILD HORSE PROTECTION AND
 LP0520'MANAGEMENT AREA.  TAKE THE LEFT FORK SOUTH PASSING SEVERAL SIDE
 LP0520'ROADS FOR 3.05 MILES TO A REVERSE FORK ON THE RIGHT.
 LP0520'CONTINUE AHEAD WESTERLY FOR 0.8 MILE TO A REVERSE FORK ON THE
 LP0520'LEFT.  TURN SHARP LEFT AND FOLLOW BLADED ROAD SOUTH FOR
 LP0520'1.7 MILES TO THE TOP OF THE HILL AND TRIANGULATION STATION
 LP0520'REPEATER.  PACK SOUTH TO THE TOP OF THE FIRST PROMINENT HILL AND
 LP0520'THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0725 ***********************************************************************
 MS0725  DESIGNATION -  ROCKY
 MS0725  PID         -  MS0725
 MS0725  STATE/COUNTY-  UT/BOX ELDER
 MS0725  COUNTRY     -  US
 MS0725  USGS QUAD   -  MESSIX PEAK (2017)
 MS0725
 MS0725                         *CURRENT SURVEY CONTROL
 MS0725  ______________________________________________________________________
 MS0725* NAD 83(1994) POSITION- 41 29 24.73655(N) 112 30 29.88846(W)   ADJUSTED
 MS0725* NAVD 88 ORTHO HEIGHT -  2248.1   (meters)     7376.    (feet) VERTCON3
 MS0725  ______________________________________________________________________
 MS0725  GEOID HEIGHT    -        -15.948 (meters)                     GEOID18
 MS0725  LAPLACE CORR    -          2.91  (seconds)                    DEFLEC18
 MS0725  HORZ ORDER      -  SECOND
 MS0725
 MS0725.The horizontal coordinates were established by classical geodetic methods
 MS0725.and adjusted by the National Geodetic Survey in November 1997.
 MS0725
 MS0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0725
 MS0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0725.GEOID18 height accuracy estimate available here.
 MS0725
 MS0725.Click photographs - Photos may exist for this station.
 MS0725
 MS0725.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0725
 MS0725. The following values were computed from the NAD 83(1994) position.
 MS0725
 MS0725;                    North         East     Units Scale Factor Converg.
 MS0725;SPC UT N     - 1,128,960.458   415,802.722   MT  0.99996555   -0 39 53.4
 MS0725;SPC UT N     - 3,703,931.10  1,364,179.43   sFT  0.99996555   -0 39 53.4
 MS0725;UTM  12      - 4,594,274.798   374,092.133   MT  0.99979509   -0 59 57.7
 MS0725
 MS0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0725!SPC UT N     -   0.99965001  x   0.99996555  =   0.99961558
 MS0725!UTM  12      -   0.99965001  x   0.99979509  =   0.99944518
 MS0725
 MS0725:                Primary Azimuth Mark                     Grid Az
 MS0725:SPC UT N     -  SPIKE ET                                 329 17 05.2
 MS0725:UTM  12      -  SPIKE ET                                 329 37 09.5
 MS0725
 MS0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL7409294274(NAD 83)
 MS0725
 MS0725|---------------------------------------------------------------------|
 MS0725| PID    Reference Object                     Distance      Geod. Az  |
 MS0725|                                                           dddmmss.s |
 MS0725| CM5903 ROCKY RM 2                           16.731 METERS 02126     |
 MS0725| CM5902 ROCKY RM 1                            7.800 METERS 27124     |
 MS0725| MS0746 SPIKE ET                            APPROX.15.9 KM 3283711.8 |
 MS0725|---------------------------------------------------------------------|
 MS0725
 MS0725                          SUPERSEDED SURVEY CONTROL
 MS0725
 MS0725  NAD 83(1993)-  41 29 24.73456(N)    112 30 29.88333(W) AD(       ) 2
 MS0725  NAD 83(1986)-  41 29 24.72720(N)    112 30 29.87324(W) AD(       ) 2
 MS0725  NAD 27      -  41 29 24.98657(N)    112 30 26.98267(W) AD(       ) 2
 MS0725  NGVD 29 (07/19/86) 2247.0    (m)         7372.     (f) VERT ANG       
 MS0725
 MS0725.Superseded values are not recommended for survey control.
 MS0725
 MS0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0725.See file dsdata.pdf to determine how the superseded data were derived.
 MS0725
 MS0725_MARKER: DD = SURVEY DISK
 MS0725_SETTING: 80 = SET IN A BOULDER
 MS0725_STAMPING: ROCKY 1958
 MS0725_MARK LOGO: USGS
 MS0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0725+STABILITY: SURFACE MOTION
 MS0725
 MS0725  HISTORY     - Date     Condition        Report By
 MS0725  HISTORY     - 1958     MONUMENTED       USGS
 MS0725
 MS0725                          STATION DESCRIPTION
 MS0725
 MS0725'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MS0725'LOCATED ABOUT 26 MI. E. OF BRIGHAM CITY.  23 MI. SW. OF TREMONTON.
 MS0725'ON A HIGH TOP COVERED WITH GRAY LIMESTONE OUTCROPS.  THE HIGHEST
 MS0725'TOP ON THE PROMONTORY PENINSULA.
 MS0725'
 MS0725'REACHED BY HELICOPTER.
 MS0725'
 MS0725'TO REACH FROM BRIGHAM CITY, DRIVE W. ON U.S. HIGHWAY 30S FOR
 MS0725'5.1 MI. TO CORINNE AND JUNCTION WITH STATE HIGHWAY 83.  TAKE STATE
 MS0725'HIGHWAY 83 FOR 19.9 MI. TO RD. FORKS AND SIGN POINTING TO LITTLE
 MS0725'VALLEY.  TAKE LITTLE VALLEY RD. (LEFT FORK) 15.2 MI. TO SIDE RD.
 MS0725'RIGHT.  TAKE SIDE RD. 0.3 MI. TO RD. FORKS.  TAKE RIGHT FORK
 MS0725'0.7 MI.  TAKE LEFT FORK 3.6 MI. ON MAIN-TRAVELED RD. TO END OF
 MS0725'RD. FOR 2-WHEEL DRIVE VEHICLES.  A 4-WHEEL DRIVE MAY PROCEED
 MS0725'ABOUT 0.7 MI. FURTHER ALONG NOSE.  GO UP NOSE TO RIDGE.  PACK N.
 MS0725'ALONG RIDGE TRAIL TO HIGHEST ROCKY TOP AND STATION.  A
 MS0725'45-MINUTE PACK FROM END OF RD. FOR 4-WHEEL DRIVE VEHICLE.
 MS0725'
 MS0725'STATION MARK--STANDARD TABLET STAMPED ROCKY 1958 CEMENTED IN
 MS0725'LIMESTONE BOULDER.
 MS0725'
 MS0725'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 MS0725'ROCKY NO 1 1958, 6 FT. LOWER THAN STATION MARK, CEMENTED IN
 MS0725'LIMESTONE BOULDER.
 MS0725'
 MS0725'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 MS0725'ROCKY NO 2 1958, 6 FT. LOWER THAN STATION MARK, CEMENTED IN
 MS0725'LIMESTONE BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5814 ***********************************************************************
 AI5814  CBN         -  This is a Cooperative Base Network Control Station.
 AI5814  DESIGNATION -  ROCKY POINT
 AI5814  PID         -  AI5814
 AI5814  STATE/COUNTY-  UT/WEBER
 AI5814  COUNTRY     -  US
 AI5814  USGS QUAD   -  PLAIN CITY (2017)
 AI5814
 AI5814                         *CURRENT SURVEY CONTROL
 AI5814  ______________________________________________________________________
 AI5814* NAD 83(2011) POSITION- 41 20 28.37403(N) 112 01 07.19179(W)   ADJUSTED
 AI5814* NAD 83(2011) ELLIP HT-  1456.144 (meters)        (06/27/12)   ADJUSTED
 AI5814* NAD 83(2011) EPOCH   -  2010.00
 AI5814* NAVD 88 ORTHO HEIGHT -  1472.6   (meters)     4831.    (feet) GPS OBS
 AI5814  ______________________________________________________________________
 AI5814  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5814  GEOID HEIGHT    -        -16.467 (meters)                     GEOID09
 AI5814  GEOID HEIGHT    -        -16.421 (meters)                     GEOID18
 AI5814  NAD 83(2011) X  - -1,798,338.483 (meters)                     COMP
 AI5814  NAD 83(2011) Y  - -4,446,872.730 (meters)                     COMP
 AI5814  NAD 83(2011) Z  -  4,191,910.104 (meters)                     COMP
 AI5814  LAPLACE CORR    -         15.10  (seconds)                    DEFLEC18
 AI5814
 AI5814  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5814  Standards:
 AI5814         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5814            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5814  -------------------------------------------------------------------
 AI5814  NETWORK    0.22   0.49           0.10   0.08   0.25     -0.01018788
 AI5814  -------------------------------------------------------------------
 AI5814  Click here for local accuracies and other accuracy information.
 AI5814
 AI5814.The horizontal coordinates were established by GPS observations
 AI5814.and adjusted by the National Geodetic Survey in June 2012.
 AI5814
 AI5814.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5814.been affixed to the stable North American tectonic plate. See 
 AI5814.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5814
 AI5814.The horizontal coordinates are valid at the epoch date displayed above
 AI5814.which is a decimal equivalence of Year/Month/Day.
 AI5814
 AI5814.The orthometric height was determined by GPS observations and a
 AI5814.high-resolution geoid model.
 AI5814
 AI5814.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5814.GEOID18 height accuracy estimate available here.
 AI5814
 AI5814.Click photographs - Photos may exist for this station.
 AI5814
 AI5814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5814
 AI5814.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5814
 AI5814.The ellipsoidal height was determined by GPS observations
 AI5814.and is referenced to NAD 83.
 AI5814
 AI5814. The following values were computed from the NAD 83(2011) position.
 AI5814
 AI5814;                    North         East     Units Scale Factor Converg.
 AI5814;SPC UT N     - 1,112,055.081   456,589.974   MT  0.99995808   -0 20 31.1
 AI5814;SPC UT N     - 3,648,467.38  1,497,995.61   sFT  0.99995808   -0 20 31.1
 AI5814;UTM  12      - 4,577,136.772   414,771.522   MT  0.99968939   -0 40 22.5
 AI5814
 AI5814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5814!SPC UT N     -   0.99977165  x   0.99995808  =   0.99972974
 AI5814!UTM  12      -   0.99977165  x   0.99968939  =   0.99946111
 AI5814
 AI5814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1477177136(NAD 83)
 AI5814
 AI5814                          SUPERSEDED SURVEY CONTROL
 AI5814
 AI5814  NAD 83(2007)-  41 20 28.37374(N)    112 01 07.19252(W) AD(2002.00) 0
 AI5814  ELLIP H (02/10/07) 1456.157  (m)                       GP(2002.00)    
 AI5814  NAD 83(1994)-  41 20 28.37323(N)    112 01 07.19207(W) AD(       ) A
 AI5814  ELLIP H (06/28/00) 1456.176  (m)                       GP(       ) 4 1
 AI5814  NAVD 88 (06/28/00) 1472.5    (m)  GEOID99  model used  GPS OBS        
 AI5814
 AI5814.Superseded values are not recommended for survey control.
 AI5814
 AI5814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5814.See file dsdata.pdf to determine how the superseded data were derived.
 AI5814
 AI5814_MARKER: DD = SURVEY DISK
 AI5814_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI5814_SP_SET: CONCRETE WATER TANK
 AI5814_STAMPING: ROCKY POINT 1999
 AI5814_MARK LOGO: UT-057
 AI5814_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5814+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2014
 AI5814
 AI5814  HISTORY     - Date     Condition        Report By
 AI5814  HISTORY     - 1999     MONUMENTED       UT-057
 AI5814  HISTORY     - 20010313 GOOD             JCLS
 AI5814  HISTORY     - 20141210 GOOD             UT-057
 AI5814
 AI5814                          STATION DESCRIPTION
 AI5814
 AI5814'DESCRIBED BY WEBER COUNTY UTAH 1999 (EDR)
 AI5814'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 13 T7N R2W,
 AI5814'SALT LAKE BASE AND MERIDIAN, ABOUT 19.6 KM (12.15 MI) SOUTH-SOUTHWEST
 AI5814'OF BRIGHAM CITY AND 14.3 KM (8.90 MI) NORTH-NORTHWEST OF OGDEN.
 AI5814'OWNERSHIP-- BONA VISTA WATER IMPROVEMENT DISTRICT, C/O GARY HALES,
 AI5814'1483 WALL AVENUE, OGDEN, UT 84404.  PHONE 801-621-0474.  ACCESS MUST
 AI5814'BE OBTAINED FROM RANDY MARRIOTT OF MARRIOTT CONSTRUCTION TO CROSS
 AI5814'THEIR PROPERTY.  PHONE 801-731-7252.  TO REACH THE STATION FROM THE
 AI5814'JUNCTION OF INTERSTATE HIGHWAY 15 AND STATE HIGHWAY 134, GO EAST ON
 AI5814'HIGHWAY 134 FOR 1.69 KM (1.05 MI) TO THE JUNCTION OF US HIGHWAY 89.
 AI5814'TURN LEFT AND GO NORTHWEST ON HIGHWAY 89 FOR 3.46 KM (2.15 MI) TO THE
 AI5814'JUNCTION OF PLEASANT VIEW DRIVE ON THE RIGHT.  CONTINUE AHEAD ON
 AI5814'HIGHWAY 89 FOR 0.24 KM (0.15 MI) TO A DIRT ROAD ON THE RIGHT.  TURN
 AI5814'RIGHT AND GO EAST ON THE DIRT ROAD FOR 0.97 KM (0.60 MI) TO THE SECOND
 AI5814'CANAL GATE WHICH IS GREEN.  CROSS CANAL, PASS THROUGH THE GATE AND
 AI5814'PROCEED ON THE DIRT ROAD FOR 0.89 KM (0.55 MI) TO A ROAD INTERSECTION.
 AI5814'TURN LEFT AND GO WEST FOR 0.32 KM (0.20 MI) TO A CONCRETE WATER
 AI5814'STORAGE TANK WITHIN A 1.8 M (5.9 FT) CHAIN LINK FENCE ON THE RIGHT,
 AI5814'NORTH SIDE, OF THE ROAD.  IT IS 12.54 M (41.14 FT) NORTHEAST OF THE
 AI5814'EAST CORNER OF A TANK ACCESS DOOR, 12.42 M (40.75 FT) NORTHEAST OF THE
 AI5814'NORTH CORNER OF THE ACCESS DOOR AND 4.6 M (15.1 FT) SOUTHWEST OF A 30
 AI5814'CM (12 INCH) VENT PIPE IN TOP OF THE TANK.
 AI5814
 AI5814                          STATION RECOVERY (2001)
 AI5814
 AI5814'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 AI5814'RECOVERED IN GOOD CONDITION.
 AI5814
 AI5814                          STATION RECOVERY (2014)
 AI5814
 AI5814'RECOVERY NOTE BY WEBER COUNTY UTAH 2014 (DJM)
 AI5814'RECOVERED AS DESCRIBED. APPROXIMATE ADDRESS OF DIRT ROAD LISTED ABOVE
 AI5814'IS 4074 US-89, OGDEN, UT. CONTACT INFORMATION FOR BONA VISTA WATER
 AI5814'COMPANY HAS CHANGED TO JERRY ALLEN 801-621-0474 EXTENSION 202.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0807 ***********************************************************************
 HN0807  DESIGNATION -  ROGER PK
 HN0807  PID         -  HN0807
 HN0807  STATE/COUNTY-  UT/GARFIELD
 HN0807  COUNTRY     -  US
 HN0807  USGS QUAD   -  ROGER PEAK (2017)
 HN0807
 HN0807                         *CURRENT SURVEY CONTROL
 HN0807  ______________________________________________________________________
 HN0807* NAD 83(1994) POSITION- 37 58 48.28098(N) 111 37 09.02162(W)   ADJUSTED
 HN0807* NAVD 88 ORTHO HEIGHT -  3084.3   (meters)    10119.    (feet) VERTCON3
 HN0807  ______________________________________________________________________
 HN0807  GEOID HEIGHT    -        -18.432 (meters)                     GEOID18
 HN0807  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC18
 HN0807  HORZ ORDER      -  SECOND
 HN0807
 HN0807.The horizontal coordinates were established by classical geodetic methods
 HN0807.and adjusted by the National Geodetic Survey in November 1997.
 HN0807
 HN0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0807
 HN0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0807.GEOID18 height accuracy estimate available here.
 HN0807
 HN0807.Click photographs - Photos may exist for this station.
 HN0807
 HN0807.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0807
 HN0807. The following values were computed from the NAD 83(1994) position.
 HN0807
 HN0807;                    North         East     Units Scale Factor Converg.
 HN0807;SPC UT S     - 3,145,774.702   489,530.392   MT  0.99995713   -0 04 22.9
 HN0807;SPC UT S     -10,320,762.50  1,606,067.63   sFT  0.99995713   -0 04 22.9
 HN0807;UTM  12      - 4,203,785.455   445,623.331   MT  0.99963642   -0 22 51.7
 HN0807
 HN0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0807!SPC UT S     -   0.99951916  x   0.99995713  =   0.99947631
 HN0807!UTM  12      -   0.99951916  x   0.99963642  =   0.99915575
 HN0807
 HN0807:                Primary Azimuth Mark                     Grid Az
 HN0807:SPC UT S     -  STEEP                                    080 50 09.4
 HN0807:UTM  12      -  STEEP                                    081 08 38.2
 HN0807
 HN0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH4562303785(NAD 83)
 HN0807
 HN0807|---------------------------------------------------------------------|
 HN0807| PID    Reference Object                     Distance      Geod. Az  |
 HN0807|                                                           dddmmss.s |
 HN0807| CH3224 ROGER PK RM 2                         7.940 METERS 00515     |
 HN0807| JN0358 STEEP                               APPROX.23.3 KM 0804546.5 |
 HN0807| CH3223 ROGER PK RM 1                         6.450 METERS 10823     |
 HN0807|---------------------------------------------------------------------|
 HN0807
 HN0807                          SUPERSEDED SURVEY CONTROL
 HN0807
 HN0807  NAD 83(1986)-  37 58 48.27827(N)    111 37 09.02762(W) AD(       ) 2
 HN0807  NAD 27      -  37 58 48.32910(N)    111 37 06.38908(W) AD(       ) 2
 HN0807  NGVD 29 (07/19/86) 3082.8    (m)        10114.     (f) VERT ANG       
 HN0807
 HN0807.Superseded values are not recommended for survey control.
 HN0807
 HN0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0807.See file dsdata.pdf to determine how the superseded data were derived.
 HN0807
 HN0807_MARKER: DD = SURVEY DISK
 HN0807_SETTING: 66 = SET IN ROCK OUTCROP
 HN0807_MARK LOGO: USFS
 HN0807_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0807+STABILITY: POSITION/ELEVATION WELL
 HN0807
 HN0807  HISTORY     - Date     Condition        Report By
 HN0807  HISTORY     - 1969     MONUMENTED       USFS
 HN0807  HISTORY     - 1969     GOOD             USGS
 HN0807
 HN0807                          STATION DESCRIPTION
 HN0807
 HN0807'DESCRIBED BY US FOREST SERVICE 1969
 HN0807'LOCATED ABOUT 3 MI E. OF BOX RANGER STATION.  ON AN OPEN ROCKY
 HN0807'POINT LOCATED BELOW AND S. OF THE BREAKS OF BOULDER TOP AND
 HN0807'E. OF PINE CREEK.  ON TOP OF LARGE LAVA ROCK IN PLACE.
 HN0807'
 HN0807'REACHED BY HELICOPTER.  A LANDING SITE WAS BUILT ABOUT 200 FT
 HN0807'NE. OF STATION MARK.
 HN0807'
 HN0807'TO REACH FROM BOX RANGER STATION TAKE TRAIL E. ONTO SADDLE.  THENCE
 HN0807'UP RIDGE THROUGH DENSE ASPEN TO FOOT OF ROCKY LEDGES.  CAN ALSO
 HN0807'BE REACHED FROM JUBILEE RANGER STATION BY HORSES TO WITHIN 0.75
 HN0807'MI OF STATION, THENCE S. ALONG TOP OF RIDGE ON FOOT TO STATION.
 HN0807'
 HN0807'STATION MARK--U.S. DEPARTMENT OF AGRICULTURE-FOREST SERVICE
 HN0807'BRONZE TABLET SET IN A LARGE LAVA ROCK IN PLACE.  (NOT STAMPED).
 HN0807'
 HN0807'REFERENCE MARK NO. 1--USGS REFERENCE MARK TABLET STAMPED ROGER
 HN0807'PEAK NO 1 USFS 1969, CEMENTED IN A 1 INCH DIAMETER HOLE IN A LARGE
 HN0807'LAVA ROCK IN PLACE.
 HN0807'
 HN0807'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED
 HN0807'ROGER PEAK NO 2 USFS 1969, CEMENTED IN A LARGE LAVA ROCK IN PLACE.
 HN0807
 HN0807                          STATION RECOVERY (1969)
 HN0807
 HN0807'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 HN0807'LOCATED ABOUT 3 MI. E. OF BOX RANGER STATION, ON AN OPEN ROCKY POINT
 HN0807'LOCATED BELOW AND S. OF THE BREAKS OF BOULDER TOP AND E. OF PINE
 HN0807'CREEK, ON TOP OF LARGE LAVA ROCK IN PLACE.
 HN0807'
 HN0807'REACHED BY HELICOPTER.  A LANDING SITE WAS BUILT ABOUT 200 FT. NE. OF
 HN0807'STATION MARK.
 HN0807'
 HN0807'TO REACH FROM BOX RANGER STATION TAKE TRAIL E. ONTO SADDLE, THENCE UP
 HN0807'RIDGE THROUGH DENSE ASPEN TO FOOT OF ROCKY LEDGES.  CAN ALSO BE
 HN0807'REACHED FROM JUBILEE RANGER STATION BY HORSES TO WITHIN 0.75 MI. OF
 HN0807'STATION, THENCE S. ALONG TOP OF RIDGE ON FOOT TO STATION.
 HN0807'
 HN0807'STATION MARK--U.S. DEPARTMENT OF AGRICULTURE - FOREST SERVICE BRONZE
 HN0807'TABLET, NOT STAMPED, SET IN A LARGE LAVA ROCK IN PLACE.
 HN0807'
 HN0807'REFERENCE MARK NO. 1--USGS REFERENCE MARK TABLET, STAMPED ---ROGER
 HN0807'PEAK NO 1 USFS 1969---, CEMENTED IN A 1 IN. DIAMETER HOLE IN A LARGE
 HN0807'LAVA ROCK IN PLACE.
 HN0807'
 HN0807'REFERENCE MARK NO. 2--USGS REFERENCE MARK TABLET, STAMPED ---ROGER
 HN0807'PEAK NO 2 USFS 1969---, CEMENTED IN A LARGE LAVA ROCK IN PLACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0777 ***********************************************************************
 HN0777  DESIGNATION -  ROGERS
 HN0777  PID         -  HN0777
 HN0777  STATE/COUNTY-  UT/KANE
 HN0777  COUNTRY     -  US
 HN0777  USGS QUAD   -  EAST OF THE NAVAJO (2017)
 HN0777
 HN0777                         *CURRENT SURVEY CONTROL
 HN0777  ______________________________________________________________________
 HN0777* NAD 83(1994) POSITION- 37 15 22.60169(N) 111 16 43.61559(W)   ADJUSTED
 HN0777* NAVD 88 ORTHO HEIGHT -  1713.    (meters)     5620.    (feet) VERTCON3
 HN0777  ______________________________________________________________________
 HN0777  GEOID HEIGHT    -        -22.711 (meters)                     GEOID18
 HN0777  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 HN0777  HORZ ORDER      -  THIRD
 HN0777
 HN0777.The horizontal coordinates were established by classical geodetic methods
 HN0777.and adjusted by the National Geodetic Survey in November 1997.
 HN0777
 HN0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0777
 HN0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0777.GEOID18 height accuracy estimate available here.
 HN0777
 HN0777.Click photographs - Photos may exist for this station.
 HN0777
 HN0777.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0777
 HN0777. The following values were computed from the NAD 83(1994) position.
 HN0777
 HN0777;                    North         East     Units Scale Factor Converg.
 HN0777;SPC UT S     - 3,065,460.279   519,624.544   MT  0.99999344   +0 08 07.9
 HN0777;SPC UT S     -10,057,264.27  1,704,801.52   sFT  0.99999344   +0 08 07.9
 HN0777;UTM  12      - 4,123,339.175   475,278.536   MT  0.99960753   -0 10 07.6
 HN0777
 HN0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0777!SPC UT S     -   0.99973482  x   0.99999344  =   0.99972826
 HN0777!UTM  12      -   0.99973482  x   0.99960753  =   0.99934245
 HN0777
 HN0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG7527823339(NAD 83)
 HN0777
 HN0777                          SUPERSEDED SURVEY CONTROL
 HN0777
 HN0777  NAD 83(1992)-  37 15 22.60012(N)    111 16 43.61578(W) AD(       ) 3
 HN0777  NAD 83(1986)-  37 15 22.59677(N)    111 16 43.61667(W) AD(       ) 3
 HN0777  NAD 27      -  37 15 22.63981(N)    111 16 41.05216(W) AD(       ) 3
 HN0777  NGVD 29 (07/19/86) 1712.     (m)         5617.     (f) VERT ANG       
 HN0777
 HN0777.Superseded values are not recommended for survey control.
 HN0777
 HN0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0777.See file dsdata.pdf to determine how the superseded data were derived.
 HN0777
 HN0777_MARKER: DD = SURVEY DISK
 HN0777_SETTING: 66 = SET IN ROCK OUTCROP
 HN0777_STAMPING: ROGERS 1953
 HN0777_MARK LOGO: USGS
 HN0777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0777+STABILITY: POSITION/ELEVATION WELL
 HN0777
 HN0777  HISTORY     - Date     Condition        Report By
 HN0777  HISTORY     - 1953     MONUMENTED       USGS
 HN0777
 HN0777                          STATION DESCRIPTION
 HN0777
 HN0777'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0777'LOCATED ABOUT 57 MI. ENE OF KANAB, 36 MI. SSE. OF ESCALANTE, ON A N-S.
 HN0777'RIDGE BETWEEN CROTON CANYON AND LITTLE VALLEY CANYON.  THE STATION IS
 HN0777'ON THE E. BREAK AND HIGHEST POINT OF THE TOP, 97 FT. FROM THE N.
 HN0777'POINT AND 56 FT. N. OF S. POINT.
 HN0777'
 HN0777'REACHED BY HELICOPTER.
 HN0777'
 HN0777'STATION MARK - STANDARD TABLET STAMPED ---ROGERS 1953--- CEMENTED IN
 HN0777'SOLID ROCK.
 HN0777'
 HN0777'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0657 ***********************************************************************
 LN0657  DESIGNATION -  ROOSEVELT
 LN0657  PID         -  LN0657
 LN0657  STATE/COUNTY-  UT/UINTAH
 LN0657  COUNTRY     -  US
 LN0657  USGS QUAD   -  ROOSEVELT (2017)
 LN0657
 LN0657                         *CURRENT SURVEY CONTROL
 LN0657  ______________________________________________________________________
 LN0657* NAD 83(1994) POSITION- 40 16 34.53068(N) 109 55 48.08391(W)   ADJUSTED
 LN0657* NAVD 88 ORTHO HEIGHT -  1615.9   (meters)     5301.    (feet) VERTCON3
 LN0657  ______________________________________________________________________
 LN0657  GEOID HEIGHT    -        -17.660 (meters)                     GEOID18
 LN0657  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 LN0657  HORZ ORDER      -  FIRST
 LN0657
 LN0657.The horizontal coordinates were established by classical geodetic methods
 LN0657.and adjusted by the National Geodetic Survey in November 1997.
 LN0657
 LN0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0657
 LN0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0657.GEOID18 height accuracy estimate available here.
 LN0657
 LN0657.Click photographs - Photos may exist for this station.
 LN0657
 LN0657.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0657
 LN0657. The following values were computed from the NAD 83(1994) position.
 LN0657
 LN0657;                    North         East     Units Scale Factor Converg.
 LN0657;SPC UT C     - 2,216,875.436   633,508.117   MT  0.99992842   +1 00 20.5
 LN0657;SPC UT C     - 7,273,198.83  2,078,434.55   sFT  0.99992842   +1 00 20.5
 LN0657;UTM  12      - 4,458,969.073   590,964.643   MT  0.99970186   +0 41 30.3
 LN0657
 LN0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0657!SPC UT C     -   0.99974934  x   0.99992842  =   0.99967778
 LN0657!UTM  12      -   0.99974934  x   0.99970186  =   0.99945127
 LN0657
 LN0657:                Primary Azimuth Mark                     Grid Az
 LN0657:SPC UT C     -  ROOSEVELT AZ MK 2                        194 42 23.7
 LN0657:UTM  12      -  ROOSEVELT AZ MK 2                        195 01 13.9
 LN0657
 LN0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK9096458969(NAD 83)
 LN0657
 LN0657|---------------------------------------------------------------------|
 LN0657| PID    Reference Object                     Distance      Geod. Az  |
 LN0657|                                                           dddmmss.s |
 LN0657| CP6540 ROOSEVELT AZ MK                                    1452212.9 |
 LN0657| CP6541 ROOSEVELT AZ MK 2                                  1954244.2 |
 LN0657| CP6543 ROOSEVELT RM 2                        8.987 METERS 25639     |
 LN0657| CP6542 ROOSEVELT RM 1                       13.558 METERS 35018     |
 LN0657|---------------------------------------------------------------------|
 LN0657
 LN0657                          SUPERSEDED SURVEY CONTROL
 LN0657
 LN0657  NAD 83(1993)-  40 16 34.52949(N)    109 55 48.08437(W) AD(       ) 1
 LN0657  NAD 83(1986)-  40 16 34.50821(N)    109 55 48.07353(W) AD(       ) 1
 LN0657  NAD 27      -  40 16 34.65700(N)    109 55 45.54000(W) AD(       ) 1
 LN0657  NGVD 29 (07/31/96) 1614.7    (m)         5298.     (f) VERT ANG       
 LN0657  NGVD 29 (07/19/86) 1616.6    (m)         5304.     (f) VERT ANG       
 LN0657
 LN0657.Superseded values are not recommended for survey control.
 LN0657
 LN0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0657.See file dsdata.pdf to determine how the superseded data were derived.
 LN0657
 LN0657_MARKER: DD = SURVEY DISK
 LN0657_SETTING: 66 = SET IN ROCK OUTCROP
 LN0657_STAMPING: ROOSEVELT 1936
 LN0657_MARK LOGO: USGS
 LN0657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0657+STABILITY: POSITION/ELEVATION WELL
 LN0657
 LN0657  HISTORY     - Date     Condition        Report By
 LN0657  HISTORY     - 1936     MONUMENTED       USGS
 LN0657  HISTORY     - 1946     GOOD             CGS
 LN0657  HISTORY     - 1963     GOOD             USGS
 LN0657  HISTORY     - 1963     GOOD             USGS
 LN0657
 LN0657                          STATION DESCRIPTION
 LN0657
 LN0657'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (WRP)
 LN0657'ESTABLISHED BY U.S. GEOLOGICAL SURVEY IN 1913, IN SEC. 30, T. 2
 LN0657'S., R. 1 E., ABOUT 2-1/4 MILES SOUTH AND 2-1/4 MILES EAST OF
 LN0657'TOWN OF ROOSEVELT, ON SOUTH-CENTRAL RIM OF LARGEST AND MOST
 LN0657'EASTERLY OF THREE SMALL BUTTES.  RIDGE IS FLAT-TOPPED AND BARE,
 LN0657'AND DROPS OFF ABRUPTLY ON ALL SIDES.  IT IS ABOUT 57 FEET WIDE
 LN0657'AND 150 YARDS LONG.  TO REACH FROM ROOSEVELT--GO NORTH ON MAIN
 LN0657'STREET TO WHERE U.S. HIGHWAY 40 TURNS EAST.  FOLLOW U.S.
 LN0657'HIGHWAY 40 EAST 0.8 MILE TO SIDE ROAD RIGHT.  TURN RIGHT,
 LN0657'SOUTH, ONTO GRADED ROAD AND GO 2.0 MILES TO SIDE ROAD LEFT.
 LN0657'TURN LEFT, EAST, AND GO 1.05 MILES TO RANCH BUILDINGS ON RIGHT
 LN0657'AND STONE GARAGE BUILT IN HILLSIDE ON LEFT.  CONTINUE
 LN0657'STRAIGHT AHEAD ON MAIN-TRAVELED ROAD 1.25 MILES TO WHERE ROAD
 LN0657'SKIRTS NORTH END OF BUTTE AND END OF TRUCK TRAVEL.  PACK
 LN0657'NORTHERLY UP OVER RIM ROCK TO STATION.  TEN-MINUTE PACK.
 LN0657'AZIMUTH MARK IS REACHED FROM END OF TRUCK TRAVEL BY GOING
 LN0657'SOUTH-SOUTHEAST 0.4 MILE TO ROCKY RIDGE AND MARK.  MARK IS
 LN0657'STANDARD U.S. GEOLOGICAL SURVEY DISK SET FLUSH WITH ROCK
 LN0657'AS DESCRIBED IN NOTE 2.  IT IS 6 FEET NORTH-NORTHWEST OF
 LN0657'SOUTH EDGE OF RIDGE, AND 51 FEET SOUTH-SOUTHEAST OF NORTH EDGE
 LN0657'OF RIDGE.  REFERENCE MARK NO. 1 IS STANDARD DISK IN BOULDER,
 LN0657'FLUSH WITH GROUND, 12 FEET SOUTH OF NORTH EDGE OF RIDGE,
 LN0657'AND 13.565 METERS (44.50 FEET) NORTH-NORTHWEST OF STATION
 LN0657'N 09 DEG 42 MIN W.  REFERENCE MARK NO. 2 IS STANDARD DISK IN
 LN0657'BEDROCK, 18 FEET NORTH OF SOUTH EDGE OF RIDGE, AND
 LN0657'8.985 METERS (29.48 FEET) WEST-SOUTHWEST FROM STATION
 LN0657'S 76 DEG 39 MIN W.  DISTANCE BETWEEN REFERENCE MARKS IS
 LN0657'54.89 FEET.  AZIMUTH MARK IS STANDARD DISK IN ROCK,
 LN0657'ABOUT 5 FEET IN DIAMETER PROJECTING 8 INCHES ABOVE GROUND.
 LN0657'IT IS ON ROCKY RIDGE SOUTH-SOUTHEAST OF STATION, 200 FEET
 LN0657'WEST OF POINT OF RIDGE, 50 FEET SOUTH OF BASE OF RIDGE,
 LN0657'AND APPROXIMATELY 0.8 MILE FROM STATION S 34 DEG 38 MIN E.
 LN0657'BEARING FROM STATION TO MYTON WATER TANK (SEE
 LN0657'GEOGRAPHIC POSITION AND DESCRIPTION THEREOF), DISTANT 8
 LN0657'3/4 MILES, S 53 DEG 08 MIN W.
 LN0657
 LN0657                          STATION RECOVERY (1946)
 LN0657
 LN0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0657'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 LN0657'AND AS PREVIOUSLY DESCRIBED.  THE ORIGNAL AZIMUTH MARK WAS NOT
 LN0657'FOUND AND A NEW ONE WAS ESTABLISHED.
 LN0657'
 LN0657'THE STATION IS LOCATED ABOUT 2.5 MILES AIRLINE EAST OF ROOSEVELT
 LN0657'ON THE LARGEST AND MOST EASTERLY OF THREE SMALL BUTTES.  THE
 LN0657'STATION MARK IS A GEOLOGICAL SURVEY DISK STAMPED ROOSEVELT
 LN0657'1936, SET IN BEDROCK FLUSH WITH GROUND, 100 FEET SOUTHWEST OF
 LN0657'HEAD OF A SMALL DRAW, 200 FEET EAST OF WEST EDGE OF BUTTE
 LN0657'AND 8 FEET NORTH OF SOUTH EDGE OF BUTTE.
 LN0657'
 LN0657'REFERENCE MARK NO. 1 IS A U.S.C. AND G.S. BRONZE DISK STAMPED
 LN0657'ROOSEVELT NO 1 1936, SET IN A BOULDER WHICH PROJECTS 6 INCHES.
 LN0657'IT IS 20 FEET SOUTH OF THE NORTH EDGE OF BUTTE, IS NORTH OF
 LN0657'AND 1 FOOT LOWER THAN STATION MARK.
 LN0657'
 LN0657'REFERENCE MARK NO. 2 IS A U.S.C. AND G.S. BRONZE DISK STAMPED
 LN0657'ROOSEVELT NO 2 1936, SET IN BEDROCK FLUSH WITH GROUND LEVEL.
 LN0657'IT IS WEST OF AND SAME ELEVATION AS STATION MARK.
 LN0657'
 LN0657'THE AZIMUTH MARK IS A U.S.C. AND G.S. BRONZE DISK STAMPED
 LN0657'ROOSEVELT 1946, SET IN A CIRCULAR BEDROCK OUTCROPPING WHICH
 LN0657'IS 30 FEET IN DIAMETER.  IT IS 0.3 MILE SOUTHWEST OF STATION
 LN0657'AND 60 FEET SOUTH OF CENTER LINE OF A DIM ROAD.
 LN0657'
 LN0657'TO REACH STATION FROM ROOSEVELT, GO EAST ON U.S. HIGHWAY 40,
 LN0657'1.9 MILE TO CHURCH AND SCHOOLHOUSE ON LEFT.  TURN RIGHT, GO
 LN0657'1.0 MILE TO FORK.  CONTINUE STRAIGHT AHEAD 1.2 MILE TO FORK.  TURN
 LN0657'LEFT ON DIM ROAD, GO 100 YARDS TO FORK, KEEP ON ROAD TO LEFT,
 LN0657'GO 1.0 MILE TO END OF TRUCK TRAVEL AND AZIMUTH MARK ON RIGHT
 LN0657'AS DESCRIBED ABOVE.  FROM HERE WALK NORTHEAST TO TOP OF BUTTE
 LN0657'AND STATION.  A 10 MINUTE PACK.
 LN0657'
 LN0657'OBSERVATIONS MADE FROM A 1.3 METER TRIPOD.
 LN0657
 LN0657                          STATION RECOVERY (1963)
 LN0657
 LN0657'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LN0657'RECOVERED.
 LN0657'
 LN0657'STATION MARK--STANDARD TABLET, STAMPED ---ROOSEVELT 1936---, IN
 LN0657'BEDROCK.
 LN0657
 LN0657                          STATION RECOVERY (1963)
 LN0657
 LN0657'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LN0657'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 40109-3,
 LN0657'STATION 1013.
 LN0657'LOCATED 2.5 MI. (AIRLINE) E. OF ROOSEVELT ON THE LARGEST AND MOST
 LN0657'EASTERLY OF THREE SMALL BUTTES.
 LN0657'TO REACH FROM ROOSEVELT, GO E. ON U.S. HIGHWAY 40 1.9 MI. TO CHURCH ON
 LN0657'LEFT, TURN RIGHT, GO 1 MI. TO FORK, CONTINUE STRAIGHT AHEAD 0.2 MI. TO
 LN0657'Y-FORK, TAKE LEFT FORK AND GO 0.1 MI. TO ANOTHER Y-FORK, TAKE LEFT
 LN0657'FORK AND GO 0.05 MI. TO THIRD Y-FORK, TAKE LEFT FORK AND GO 0.2 MI. TO
 LN0657'DIM RD. TO RIGHT, FOLLOW DIM RD. 1 MI. TO END OF TRUCK TRAVEL IN
 LN0657'SADDLE, WALK SW. TO FLAT TOP AND STATION.  A 5-MINUTE PACK.
 LN0657'STATION MARK--STANDARD TABLET STAMPED---ROOSEVELT 1936---, IN BEDROCK.
 LN0657'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---
 LN0657'ROOSEVELT NO 1 1963---.  THIS TABLET IS IN SAME DRILL HOLE WHICH WAS
 LN0657'USED BY USC AND GS REFERENCE MARK TABLET NO. 1, 170 DEGREES 18 MINUTES
 LN0657'SE.
 LN0657'REFERENCE MARK NO. 2--STANDARD USC AND GS REFERENCE MARK TABLET
 LN0657'STAMPED---ROOSEVELT NO 2 1936---76 DEGREES 39 MINUTES EAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3676 ***********************************************************************
 AA3676  CBN         -  This is a Cooperative Base Network Control Station.
 AA3676  PACS        -  This is a Primary Airport Control Station.
 AA3676  DESIGNATION -  ROOSPORT AZ MK
 AA3676  PID         -  AA3676
 AA3676  STATE/COUNTY-  UT/DUCHESNE
 AA3676  COUNTRY     -  US
 AA3676  USGS QUAD   -  HANCOCK COVE (2017)
 AA3676
 AA3676                         *CURRENT SURVEY CONTROL
 AA3676  ______________________________________________________________________
 AA3676* NAD 83(2011) POSITION- 40 16 44.18281(N) 110 02 34.88871(W)   ADJUSTED
 AA3676* NAD 83(2011) ELLIP HT-  1542.134 (meters)        (06/27/12)   ADJUSTED
 AA3676* NAD 83(2011) EPOCH   -  2010.00
 AA3676* NAVD 88 ORTHO HEIGHT -  1559.58  (meters)     5116.7   (feet) GPS OBS
 AA3676  ______________________________________________________________________
 AA3676  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3676  GEOID HEIGHT    -         -17.16 (meters)                     GEOID93
 AA3676  GEOID HEIGHT    -        -17.493 (meters)                     GEOID18
 AA3676  NAD 83(2011) X  - -1,670,416.719 (meters)                     COMP
 AA3676  NAD 83(2011) Y  - -4,578,731.296 (meters)                     COMP
 AA3676  NAD 83(2011) Z  -  4,102,660.494 (meters)                     COMP
 AA3676  LAPLACE CORR    -         -4.25  (seconds)                    DEFLEC18
 AA3676
 AA3676  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3676  Standards:
 AA3676         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3676            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3676  -------------------------------------------------------------------
 AA3676  NETWORK    1.26   2.10           0.59   0.39   1.07     -0.16864948
 AA3676  -------------------------------------------------------------------
 AA3676  Click here for local accuracies and other accuracy information.
 AA3676
 AA3676.This mark is at Roosevelt Airport (74V)
 AA3676
 AA3676.The horizontal coordinates were established by GPS observations
 AA3676.and adjusted by the National Geodetic Survey in June 2012.
 AA3676
 AA3676.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3676.been affixed to the stable North American tectonic plate. See 
 AA3676.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3676
 AA3676.The horizontal coordinates are valid at the epoch date displayed above
 AA3676.which is a decimal equivalence of Year/Month/Day.
 AA3676
 AA3676.The orthometric height was determined by GPS observations and a
 AA3676.high-resolution geoid model.
 AA3676
 AA3676.GPS derived orthometric heights for airport stations designated as
 AA3676.PACS or SACS are published to 2 decimal places.  This maintains
 AA3676.centimeter relative accuracy between the PACS and SACS.  It does
 AA3676.not indicate centimeter accuracy relative to other marks which are
 AA3676.part of the published vertical control network.
 AA3676
 AA3676.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3676.GEOID18 height accuracy estimate available here.
 AA3676
 AA3676.Click photographs - Photos may exist for this station.
 AA3676
 AA3676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3676
 AA3676.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3676
 AA3676.The ellipsoidal height was determined by GPS observations
 AA3676.and is referenced to NAD 83.
 AA3676
 AA3676. The following values were computed from the NAD 83(2011) position.
 AA3676
 AA3676;                    North         East     Units Scale Factor Converg.
 AA3676;SPC UT C     - 2,217,010.488   623,894.712   MT  0.99992879   +0 55 59.9
 AA3676;SPC UT C     - 7,273,641.91  2,046,894.57   sFT  0.99992879   +0 55 59.9
 AA3676;UTM  12      - 4,459,156.806   581,354.403   MT  0.99968147   +0 37 07.4
 AA3676
 AA3676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3676!SPC UT C     -   0.99975814  x   0.99992879  =   0.99968695
 AA3676!UTM  12      -   0.99975814  x   0.99968147  =   0.99943969
 AA3676
 AA3676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK8135459156(NAD 83)
 AA3676
 AA3676                          SUPERSEDED SURVEY CONTROL
 AA3676
 AA3676  NAD 83(2007)-  40 16 44.18238(N)    110 02 34.88929(W) AD(2002.00) 0
 AA3676  ELLIP H (02/10/07) 1542.154  (m)                       GP(2002.00)    
 AA3676  ELLIP H (11/14/01) 1542.154  (m)                       GP(       ) 4 2
 AA3676  NAD 83(1994)-  40 16 44.18173(N)    110 02 34.88851(W) AD(       ) B
 AA3676  ELLIP H (04/21/95) 1542.189  (m)                       GP(       ) 4 1
 AA3676
 AA3676.Superseded values are not recommended for survey control.
 AA3676
 AA3676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3676.See file dsdata.pdf to determine how the superseded data were derived.
 AA3676
 AA3676_MARKER: I = METAL ROD
 AA3676_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3676_STAMPING: ROOSPORT AZ MK 1988
 AA3676_MARK LOGO: NGS
 AA3676_MAGNETIC: I = MARKER IS A STEEL ROD
 AA3676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3676+STABILITY: POSITION/ELEVATION WELL
 AA3676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3676+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2008
 AA3676
 AA3676  HISTORY     - Date     Condition        Report By
 AA3676  HISTORY     - 1988     MONUMENTED       NGS
 AA3676  HISTORY     - 19920828 GOOD             NGS
 AA3676  HISTORY     - 20080819 GOOD             INDIV
 AA3676
 AA3676                          STATION DESCRIPTION
 AA3676
 AA3676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (GRH)
 AA3676'STATION IS LOCATED ABOUT 6 KM (3.70 MI) SOUTHWEST OF ROOSEVELT, AT THE
 AA3676'ROOSEVELT MUNICIPAL AIRPORT, ALONG THE RUNWAY, AT THE REAR VASI FOR
 AA3676'RUNWAY 25, IN CENTRAL SECTION 30, T 2 S, R 1 W.  OWNERSHIP--CITY OF
 AA3676'ROOSEVELT, 332 SOUTH 2 EAST, ROOSEVELT, UT 84066.  AIRPORT MANAGER IS
 AA3676'JOHN GRANGER, PHONE 801-722-4558, PAGER 801-646-1229. TO REACH FROM
 AA3676'THE JUNCTION OF US HIGHWAYS 40, 191 AND STATE HIGHWAY 121 IN
 AA3676'ROOSEVELT, GO SOUTHWEST ON HIGHWAYS 40 AND 191 FOR 3.61 KM (2.25 MI)
 AA3676'TO THE PENNZOIL REFINERY OFFICE ON THE RIGHT.  CONTINUE AHEAD FOR 1.60
 AA3676'KM (1.00 MI) TO A PAVED ROAD RIGHT.  BEAR RIGHT, WEST, ON ROAD 2000
 AA3676'SOUTH FOR 1.48 KM (0.90 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, NORTH,
 AA3676'ON ROAD 3000 WEST FOR 0.47 KM (0.30 MI) TO ROAD END AT GAP IN POLE
 AA3676'FENCE AT AIRPORT APRON.  PASS THROUGH GAP, BEAR LEFT, NORTHWEST, THEN
 AA3676'NORTH, ON APRON AND TAXI FOR 0.16 KM (0.10 MI) TO THE RUNWAY.  TURN
 AA3676'RIGHT, EAST, ALONGSIDE RUNWAY FOR 0.56 KM (0.35 MI) TO THE REAR VASI
 AA3676'AND THE STATION. STATION MARK IS A PUNCH HOLE OFF CENTER ON A STEEL
 AA3676'ROD ENCASED IN PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST 3 CM
 AA3676'BELOW GROUND.  IT IS 279 M (915.4 FT) WEST OF THE RUNWAY END, 25.6 M
 AA3676'(84.0 FT) SOUTH OF THE RUNWAY CENTER, 1.6 M (5.2 FT) EAST OF A
 AA3676'FIBERGLASS WITNESS POST, 2.2 M (7.2 FT) WEST OF THE NORTHWEST CORNER
 AA3676'OF THE VASI PAD, AND 3.9 M (12.8 FT) NORTHWEST OF THE SOUTHWEST CORNER
 AA3676'OF THE PAD. DESCRIBED BY G.R.HEID
 AA3676
 AA3676                          STATION RECOVERY (2008)
 AA3676
 AA3676'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (RCW)
 AA3676'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0696 ***********************************************************************
 LN0696  DESIGNATION -  ROSE
 LN0696  PID         -  LN0696
 LN0696  STATE/COUNTY-  UT/DUCHESNE
 LN0696  COUNTRY     -  US
 LN0696  USGS QUAD   -  WHITEROCKS LAKE (2017)
 LN0696
 LN0696                         *CURRENT SURVEY CONTROL
 LN0696  ______________________________________________________________________
 LN0696* NAD 83(1994) POSITION- 40 47 01.77097(N) 109 59 46.43590(W)   ADJUSTED
 LN0696* NAVD 88 ORTHO HEIGHT -  3491.8   (meters)    11456.    (feet) VERTCON3
 LN0696  ______________________________________________________________________
 LN0696  GEOID HEIGHT    -        -12.266 (meters)                     GEOID18
 LN0696  LAPLACE CORR    -         -4.25  (seconds)                    DEFLEC18
 LN0696  HORZ ORDER      -  THIRD
 LN0696
 LN0696.The horizontal coordinates were established by classical geodetic methods
 LN0696.and adjusted by the National Geodetic Survey in November 1997.
 LN0696
 LN0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0696
 LN0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0696.GEOID18 height accuracy estimate available here.
 LN0696
 LN0696.Click photographs - Photos may exist for this station.
 LN0696
 LN0696.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0696
 LN0696. The following values were computed from the NAD 83(1994) position.
 LN0696
 LN0696;                    North         East     Units Scale Factor Converg.
 LN0696;SPC UT C     - 2,273,132.022   626,930.844   MT  1.00003605   +0 57 47.8
 LN0696;SPC UT C     - 7,457,767.31  2,056,855.61   sFT  1.00003605   +0 57 47.8
 LN0696;UTM  12      - 4,515,244.696   584,694.265   MT  0.99968829   +0 39 20.5
 LN0696
 LN0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0696!SPC UT C     -   0.99945448  x   1.00003605  =   0.99949051
 LN0696!UTM  12      -   0.99945448  x   0.99968829  =   0.99914294
 LN0696
 LN0696:                Primary Azimuth Mark                     Grid Az
 LN0696:SPC UT C     -  CLIFF                                    162 02 41.0
 LN0696:UTM  12      -  CLIFF                                    162 21 08.3
 LN0696
 LN0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL8469415244(NAD 83)
 LN0696
 LN0696|---------------------------------------------------------------------|
 LN0696| PID    Reference Object                     Distance      Geod. Az  |
 LN0696|                                                           dddmmss.s |
 LN0696| LN0689 CLIFF                               APPROX. 8.7 KM 1630028.8 |
 LN0696|---------------------------------------------------------------------|
 LN0696
 LN0696                          SUPERSEDED SURVEY CONTROL
 LN0696
 LN0696  NAD 83(1993)-  40 47 01.77075(N)    109 59 46.43622(W) AD(       ) 3
 LN0696  NAD 83(1986)-  40 47 01.75135(N)    109 59 46.42413(W) AD(       ) 3
 LN0696  NAD 27      -  40 47 01.92570(N)    109 59 43.85551(W) AD(       ) 3
 LN0696  NGVD 29 (07/19/86) 3490.1    (m)        11450.     (f) VERT ANG       
 LN0696
 LN0696.Superseded values are not recommended for survey control.
 LN0696
 LN0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0696.See file dsdata.pdf to determine how the superseded data were derived.
 LN0696
 LN0696_MARKER: DD = SURVEY DISK
 LN0696_SETTING: 66 = SET IN ROCK OUTCROP
 LN0696_STAMPING: ROSE
 LN0696_MARK LOGO: USFS
 LN0696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0696+STABILITY: POSITION/ELEVATION WELL
 LN0696
 LN0696  HISTORY     - Date     Condition        Report By
 LN0696  HISTORY     - UNK      MONUMENTED       USFS
 LN0696  HISTORY     - 1961     GOOD             USGS
 LN0696
 LN0696                          STATION DESCRIPTION
 LN0696
 LN0696'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 LN0696'LOCATED ABOUT 10.2 MI. AIR NW. OF MARSH PEAK, ABOUT 6.0 MI. WNW. OF
 LN0696'LEIDY PEAK, ABOUT 4.1 MI. NNW. OF JOHNSON LAKES, ON THE S. END OF A
 LN0696'PROMINIENT RIDGE RUNNING S. FROM CHEPETA TRIANGULATION STATION.
 LN0696'
 LN0696'REACHED BY HELICOPTER.
 LN0696'
 LN0696'STATION MARK - U.S. DEPARTMENT OF AGRICULTURE TABLET STAMPED---ROSE---
 LN0696'CEMENTED IN ROCK OUTCROP.
 LN0696'
 LN0696'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5815 ***********************************************************************
 AI5815  CBN         -  This is a Cooperative Base Network Control Station.
 AI5815  DESIGNATION -  ROSE
 AI5815  PID         -  AI5815
 AI5815  STATE/COUNTY-  UT/SALT LAKE
 AI5815  COUNTRY     -  US
 AI5815  USGS QUAD   -  TICKVILLE SPRING (2017)
 AI5815
 AI5815                         *CURRENT SURVEY CONTROL
 AI5815  ______________________________________________________________________
 AI5815* NAD 83(2011) POSITION- 40 29 22.67319(N) 112 04 02.12184(W)   ADJUSTED
 AI5815* NAD 83(2011) ELLIP HT-  1599.432 (meters)        (06/27/12)   ADJUSTED
 AI5815* NAD 83(2011) EPOCH   -  2010.00
 AI5815* NAVD 88 ORTHO HEIGHT -  1616.6   (meters)     5304.    (feet) GPS OBS
 AI5815  ______________________________________________________________________
 AI5815  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5815  GEOID HEIGHT    -        -17.149 (meters)                     GEOID09
 AI5815  GEOID HEIGHT    -        -17.129 (meters)                     GEOID18
 AI5815  NAD 83(2011) X  - -1,825,425.098 (meters)                     COMP
 AI5815  NAD 83(2011) Y  - -4,502,860.487 (meters)                     COMP
 AI5815  NAD 83(2011) Z  -  4,120,522.842 (meters)                     COMP
 AI5815  LAPLACE CORR    -         -7.67  (seconds)                    DEFLEC18
 AI5815
 AI5815  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5815  Standards:
 AI5815         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5815            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5815  -------------------------------------------------------------------
 AI5815  NETWORK    0.64   1.20           0.30   0.21   0.61      0.05941836
 AI5815  -------------------------------------------------------------------
 AI5815  Click here for local accuracies and other accuracy information.
 AI5815
 AI5815.The horizontal coordinates were established by GPS observations
 AI5815.and adjusted by the National Geodetic Survey in June 2012.
 AI5815
 AI5815.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5815.been affixed to the stable North American tectonic plate. See 
 AI5815.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5815
 AI5815.The horizontal coordinates are valid at the epoch date displayed above
 AI5815.which is a decimal equivalence of Year/Month/Day.
 AI5815
 AI5815.The orthometric height was determined by GPS observations and a
 AI5815.high-resolution geoid model.
 AI5815
 AI5815.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5815.GEOID18 height accuracy estimate available here.
 AI5815
 AI5815.Click photographs - Photos may exist for this station.
 AI5815
 AI5815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5815
 AI5815.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5815
 AI5815.The ellipsoidal height was determined by GPS observations
 AI5815.and is referenced to NAD 83.
 AI5815
 AI5815. The following values were computed from the NAD 83(2011) position.
 AI5815
 AI5815;                    North         East     Units Scale Factor Converg.
 AI5815;SPC UT C     - 2,239,548.245   451,909.621   MT  0.99996405   -0 21 48.1
 AI5815;SPC UT C     - 7,347,584.53  1,482,640.15   sFT  0.99996405   -0 21 48.1
 AI5815;UTM  12      - 4,482,650.830   409,552.525   MT  0.99970070   -0 41 34.9
 AI5815
 AI5815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5815!SPC UT C     -   0.99974916  x   0.99996405  =   0.99971322
 AI5815!UTM  12      -   0.99974916  x   0.99970070  =   0.99944994
 AI5815
 AI5815_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK0955282650(NAD 83)
 AI5815
 AI5815                          SUPERSEDED SURVEY CONTROL
 AI5815
 AI5815  NAD 83(2007)-  40 29 22.67289(N)    112 04 02.12235(W) AD(2002.00) 0
 AI5815  ELLIP H (02/10/07) 1599.451  (m)                       GP(2002.00)    
 AI5815  NAD 83(1994)-  40 29 22.67257(N)    112 04 02.12163(W) AD(       ) A
 AI5815  ELLIP H (06/28/00) 1599.488  (m)                       GP(       ) 4 1
 AI5815  NAVD 88 (06/28/00) 1616.6    (m)  GEOID99  model used  GPS OBS        
 AI5815
 AI5815.Superseded values are not recommended for survey control.
 AI5815
 AI5815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5815.See file dsdata.pdf to determine how the superseded data were derived.
 AI5815
 AI5815_MARKER: DD = SURVEY DISK
 AI5815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5815_STAMPING: ROSE 1999
 AI5815_MARK LOGO: SLCS
 AI5815_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5815+STABILITY: SURFACE MOTION
 AI5815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5815+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AI5815
 AI5815  HISTORY     - Date     Condition        Report By
 AI5815  HISTORY     - 1999     MONUMENTED       SLCS
 AI5815  HISTORY     - 2002     GOOD             SLCS
 AI5815
 AI5815                          STATION DESCRIPTION
 AI5815
 AI5815'DESCRIBED BY SALT LAKE COUNTY SURVEYOR 1999 (CS)
 AI5815'THE STATION IS LOCATED ABOUT 39.5 KM (24.55 MI) NORTHWEST OF OREM,
 AI5815'33.8 KM (21.00 MI) SOUTHWEST OF SALT LAKE CITY AND 19.8 KM (12.30 MI)
 AI5815'EAST-SOUTHEAST OF TOOELE.  OWNERSHIP--SALT LAKE COUNTY.  TO REACH THE
 AI5815'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 AND STATE HIGHWAY
 AI5815'71, EXIT 294, GO WEST ON HIGHWAY 71 FOR 13.2 KM (8.20 MI) TO A SIDE
 AI5815'ROAD LEFT, AFTER PASSING THROUGH HERRIMAN.  TURN LEFT AND GO SOUTH ON
 AI5815'ROSE CANYON ROAD, 6400 WEST, FOR 1.6 KM (1.00 MI) TO A FORK.  BEAR
 AI5815'RIGHT AND GO WEST-SOUTHWEST ON ROSE CANYON ROAD, 13890 SOUTH, FOR 2.3
 AI5815'KM (1.40 MI) TO A INTERSECTION, 7502 WEST AND 13900 SOUTH, AND THE
 AI5815'STATION ON THE LEFT.  THE STATION IS A TRIANGULAR DISK IN TOP OF A
 AI5815'ROUND CONCRETE MONUMENT.  IT IS 15.5 M (50.9 FT) SOUTHEAST OF THE
 AI5815'INTERSECTION, 3.0 M (9.8 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 AI5815'6.1 M (20.0 FT) BY 6.1 M (20.0 FT) BY 1.5 M (4.9 FT) HIGH CHAIN LINK
 AI5815'FENCE WITH THREE TELEPHONE BOXES ENCLOSED AND 1.4 M (4.6 FT) NORTH OF
 AI5815'A STEEL WITNESS POST.
 AI5815
 AI5815                          STATION RECOVERY (2002)
 AI5815
 AI5815'RECOVERY NOTE BY SALT LAKE COUNTY SURVEYOR 2002
 AI5815'RECOVERED AS DESCRIBED.
 AI5815'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0720 ***********************************************************************
 LO0720  DESIGNATION -  ROSS
 LO0720  PID         -  LO0720
 LO0720  STATE/COUNTY-  UT/SUMMIT
 LO0720  COUNTRY     -  US
 LO0720  USGS QUAD   -  PARK CITY EAST (2017)
 LO0720
 LO0720                         *CURRENT SURVEY CONTROL
 LO0720  ______________________________________________________________________
 LO0720* NAD 83(1994) POSITION- 40 39 33.88138(N) 111 23 08.91612(W)   ADJUSTED
 LO0720* NAVD 88 ORTHO HEIGHT -  2406.8   (meters)     7896.    (feet) VERTCON3
 LO0720  ______________________________________________________________________
 LO0720  GEOID HEIGHT    -        -15.399 (meters)                     GEOID18
 LO0720  LAPLACE CORR    -         11.78  (seconds)                    DEFLEC18
 LO0720  HORZ ORDER      -  THIRD
 LO0720
 LO0720.The horizontal coordinates were established by classical geodetic methods
 LO0720.and adjusted by the National Geodetic Survey in November 1997.
 LO0720
 LO0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0720
 LO0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0720.GEOID18 height accuracy estimate available here.
 LO0720
 LO0720.Click photographs - Photos may exist for this station.
 LO0720
 LO0720.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0720
 LO0720. The following values were computed from the NAD 83(1994) position.
 LO0720
 LO0720;                    North         East     Units Scale Factor Converg.
 LO0720;SPC UT N     - 1,036,217.029   509,656.770   MT  1.00000973   +0 04 31.1
 LO0720;SPC UT N     - 3,399,655.37  1,672,098.92   sFT  1.00000973   +0 04 31.1
 LO0720;UTM  12      - 4,501,021.172   467,386.299   MT  0.99961309   -0 15 05.0
 LO0720
 LO0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0720!SPC UT N     -   0.99962501  x   1.00000973  =   0.99963474
 LO0720!UTM  12      -   0.99962501  x   0.99961309  =   0.99923825
 LO0720
 LO0720:                Primary Azimuth Mark                     Grid Az
 LO0720:SPC UT N     -  BIG                                      348 09 11.9
 LO0720:UTM  12      -  BIG                                      348 28 48.0
 LO0720
 LO0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL6738601021(NAD 83)
 LO0720
 LO0720|---------------------------------------------------------------------|
 LO0720| PID    Reference Object                     Distance      Geod. Az  |
 LO0720|                                                           dddmmss.s |
 LO0720| LO0721 BIG                                 APPROX. 2.0 KM 3481343.0 |
 LO0720|---------------------------------------------------------------------|
 LO0720
 LO0720                          SUPERSEDED SURVEY CONTROL
 LO0720
 LO0720  NAD 83(1993)-  40 39 33.88161(N)    111 23 08.91437(W) AD(       ) 3
 LO0720  NAD 83(1986)-  40 39 33.86801(N)    111 23 08.90598(W) AD(       ) 3
 LO0720  NAD 27      -  40 39 34.04916(N)    111 23 06.20281(W) AD(       ) 3
 LO0720  NGVD 29 (07/19/86) 2405.5    (m)         7892.     (f) VERT ANG       
 LO0720
 LO0720.Superseded values are not recommended for survey control.
 LO0720
 LO0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0720.See file dsdata.pdf to determine how the superseded data were derived.
 LO0720
 LO0720_MARKER: DB = BENCH MARK DISK
 LO0720_SETTING: 80 = SET IN A BOULDER
 LO0720_STAMPING: ROSS 1954
 LO0720_MARK LOGO: USGS
 LO0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0720+STABILITY: SURFACE MOTION
 LO0720
 LO0720  HISTORY     - Date     Condition        Report By
 LO0720  HISTORY     - 1954     MONUMENTED       USGS
 LO0720
 LO0720                          STATION DESCRIPTION
 LO0720
 LO0720'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LO0720'LOCATED ABOUT 7 MI. NE OF PARK CITY AND 2 MI. NE. OF KEETLEY, ON THE
 LO0720'HIGHEST PART OF TOP ON E. RIDGE OF ROSS GULCH.
 LO0720'
 LO0720'TO REACH FROM THE POST OFFICE IN KAMAS, GO S. ON U.S. HIGHWAY 189 ALT.
 LO0720'FOR 3 BLOCKS, TURN RIGHT FOR 2 MI. TO FORKS, CONTINUE STRAIGHT AHEAD
 LO0720'ON OLD AND MAIN TRAVELED RD. FOR 4.2 MI. TO DIM RD. ON RIGHT, TURN
 LO0720'RIGHT 0.5 MI. TO FORKS, TAKE LEFT FORK 0.3 MI. TO FORKS, CONTINUE
 LO0720'STRAIGHT 1.9 MI. TO FORKS, TAKE RIGHT FORK 0.1 MI. TO FORKS, TAKE
 LO0720'RIGHT FORK 0.3 MI. TO TOP OF RIDGE, THEN LEFT ACROSS COUNTRY ABOUT
 LO0720'150 FT. TO STATION ON LARGE ROCK.
 LO0720'
 LO0720'STATION MARK - STANDARD TABLET STAMPED ---ROSS 1954--- CEMENTED IN
 LO0720'LARGE BOULDER.
 LO0720'
 LO0720'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER IN TREE, 25.91 FT. FROM
 LO0720'STATION MARK, N 46 DEG 12 MIN E.
 LO0720'
 LO0720'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER IN TREE, 36.36 FT. FROM
 LO0720'STATION MARK, S 62 DEG 06 MIN E.
 LO0720'
 LO0720'NOTE - STANDARD COUNTY LINE  MARKER (UNNUMBERED) IN 62 FT. FROM
 LO0720'STATION MARK, N 50 DEG 37 MIN W.  (THIS IS THE MARKER
 LO0720'BETWEEN WASATCH AND SUMMIT COUNTIES).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0483 ***********************************************************************
 JN0483  DESIGNATION -  ROUGH
 JN0483  PID         -  JN0483
 JN0483  STATE/COUNTY-  UT/EMERY
 JN0483  COUNTRY     -  US
 JN0483  USGS QUAD   -  GOBLIN VALLEY (2017)
 JN0483
 JN0483                         *CURRENT SURVEY CONTROL
 JN0483  ______________________________________________________________________
 JN0483* NAD 83(1994) POSITION- 38 31 09.12082(N) 110 44 21.48817(W)   ADJUSTED
 JN0483* NAVD 88 ORTHO HEIGHT -  1603.3   (meters)     5260.    (feet) VERTCON3
 JN0483  ______________________________________________________________________
 JN0483  GEOID HEIGHT    -        -19.755 (meters)                     GEOID18
 JN0483  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 JN0483  HORZ ORDER      -  SECOND
 JN0483
 JN0483.The horizontal coordinates were established by classical geodetic methods
 JN0483.and adjusted by the National Geodetic Survey in November 1997.
 JN0483
 JN0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0483
 JN0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0483.GEOID18 height accuracy estimate available here.
 JN0483
 JN0483.Click photographs - Photos may exist for this station.
 JN0483
 JN0483.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0483
 JN0483. The following values were computed from the NAD 83(1994) position.
 JN0483
 JN0483;                    North         East     Units Scale Factor Converg.
 JN0483;SPC UT C     - 2,020,918.310   566,349.950   MT  1.00015982   +0 29 14.2
 JN0483;SPC UT C     - 6,630,296.16  1,858,099.79   sFT  1.00015982   +0 29 14.2
 JN0483;SPC UT S     - 3,205,880.350   566,341.642   MT  1.00003354   +0 27 57.9
 JN0483;SPC UT S     -10,517,959.11  1,858,072.54   sFT  1.00003354   +0 27 57.9
 JN0483;UTM  12      - 4,263,456.117   522,726.270   MT  0.99960636   +0 09 44.5
 JN0483
 JN0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0483!SPC UT C     -   0.99975159  x   1.00015982  =   0.99991137
 JN0483!SPC UT S     -   0.99975159  x   1.00003354  =   0.99978512
 JN0483!UTM  12      -   0.99975159  x   0.99960636  =   0.99935805
 JN0483
 JN0483:                Primary Azimuth Mark                     Grid Az
 JN0483:SPC UT C     -  ROUGH AZ MK                              269 39 41.8
 JN0483:SPC UT S     -  ROUGH AZ MK                              269 40 58.1
 JN0483:UTM  12      -  ROUGH AZ MK                              269 59 11.5
 JN0483
 JN0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH2272663456(NAD 83)
 JN0483
 JN0483|---------------------------------------------------------------------|
 JN0483| PID    Reference Object                     Distance      Geod. Az  |
 JN0483|                                                           dddmmss.s |
 JN0483| CM7054 ROUGH RM 1                            3.186 METERS 09039     |
 JN0483| CM7055 ROUGH RM 2                            7.393 METERS 21741     |
 JN0483| CM7053 ROUGH AZ MK                                        2700856.0 |
 JN0483|---------------------------------------------------------------------|
 JN0483
 JN0483                          SUPERSEDED SURVEY CONTROL
 JN0483
 JN0483  NAD 83(1986)-  38 31 09.11236(N)    110 44 21.48383(W) AD(       ) 2
 JN0483  NAD 27      -  38 31 09.18010(N)    110 44 18.94722(W) AD(       ) 2
 JN0483  NGVD 29 (07/19/86) 1602.3    (m)         5257.     (f) VERT ANG       
 JN0483
 JN0483.Superseded values are not recommended for survey control.
 JN0483
 JN0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0483.See file dsdata.pdf to determine how the superseded data were derived.
 JN0483
 JN0483_MARKER: DS = TRIANGULATION STATION DISK
 JN0483_SETTING: 66 = SET IN ROCK OUTCROP
 JN0483
 JN0483  HISTORY     - Date     Condition        Report By
 JN0483  HISTORY     - 1938     MONUMENTED       CGS
 JN0483  HISTORY     - 1952     GOOD             USGS
 JN0483  HISTORY     - 1963     GOOD             CGS
 JN0483  HISTORY     - 1965     GOOD             CGS
 JN0483
 JN0483                          STATION DESCRIPTION
 JN0483
 JN0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JN0483'STATION IS LOCATED ABOUT 11 MILES NORTH OF HANKSVILLE AND 1.6
 JN0483'MILES NORTH OF THE EMERY COUNTY LINE, ON A FLAT-TOP MESA.
 JN0483'THIS MESA IS SURROUNDED BY BAD-LAND HILLS AND IS THE ONLY MESA IN
 JN0483'THE VICINITY WITH A DARK APPEARANCE.  STATION IS ON THE
 JN0483'EASTERN-MOST POINT OF THE RIDGE.
 JN0483'
 JN0483'STATION IS REACHED FROM GREENRIVER POST OFFICE, GO EAST 0.1
 JN0483'MILE AND SOUTH 0.1 MILE ON U.S. 50 TO TEXACO SERVICE STATION
 JN0483'WHERE HIGHWAY TURNS EAST.  LEAVE HI-WAY AND FOLLOW DIRT ROAD ALONG
 JN0483'RAILROAD TRACKS 0.2 MILE AND CROSS RR TRACKS.  GO SOUTH 0.1
 JN0483'MILE TO FORK IN WASH.  TAKE EXTREME RIGHT FORK (HANKSVILLE
 JN0483'ROAD) AND FOLLOW MAIN-TRAVELED, GRADED DIRT ROAD 13.7 MILES TO
 JN0483'SAN RAFAEL RIVER.  CONTINUE SOUTHERLY 9.6 MILES TO LARGE DRY
 JN0483'WASH (IRON WASH).  CONTINUE SOUTHERLY 13.0 MILES TO SIDE ROAD
 JN0483'RIGHT AT AN OIL-DRUM MAIL BOX.  TURN RIGHT ON SIDE ROAD AND
 JN0483'GO.  1.7 MILES TO DENNY RANCH.  TURN LEFT AROUND FENCED IN
 JN0483'BARN LOT AND PICK UP ROAD ON THE WEST SIDE OF LOT.  GO
 JN0483'WEST-SOUTHWEST 0.15 MILE TO WASH.  TURN RIGHT IN WASH AND
 JN0483'FOLLOW WASH 3.05 MILES TO A ROAD LEADING OUT OF WASH ON THE LEFT
 JN0483'SIDE.  TAKE THIS LEFT FORK OUT OF WASH AND FOLLOW
 JN0483'MAIN-TRAVELED ROAD 0.8 MILE TO FORK.  TAKE LEFT FORK ALONG
 JN0483'ROLLING BENCH LAND AND GO 1.4 MILES TO DIM FORK.  KEEP
 JN0483'STRAIGHT AHEAD ON MAIN-TRAVELED ROAD 1.6 MILES TO FORK.  TAKE
 JN0483'RIGHT FORK FOR 1.9 MILES TO DIM FORK, TAKE LEFT FORK,
 JN0483'SOUTH, FOR 0.5 MILE TO WHERE THE ROAD CROSSES A LARGE
 JN0483'AREA OF BARE ROCK.  (MAIN TRACKS TURN LEFT ALONG LEFT EDGE OF
 JN0483'SLICK ROCK).  KEEP STRAIGHT AHEAD ACROSS SLICK ROCK KEEPING
 JN0483'TO THE HIGHEST PART AND GOING DOWN HILL TO AN OLD WAGON ROAD
 JN0483'LEADING TOWARD THE HIGHEST ROCK CLIFFS STRAIGHT AHEAD, SOUTH,
 JN0483'FOLLOW THE OLD WAGON ROAD TO THE CLIFFS THEN RIGHT, WEST, ALONG
 JN0483'THE NORTH SIDE OF THE CLIFFS AND THEN SOUTHERLY, PARELLEING
 JN0483'THE WEST SIDE OF THE BAD LAND CLIFFS.  FROM THE SLICK ROCK THE
 JN0483'ROAD IS BADLY WASHED AND THERE ARE MANY LITTLE DETOURS AROUND
 JN0483'THE WASHES.  FOLLOW THE ROAD FOR A DISTANCE OF 5.5 MILES FROM
 JN0483'THE SLICK ROCK TO THE END OF TRUCK TRAVEL AT A DUG-WAY THAT IS
 JN0483'ABOUT 50 FEET ABOVE THE RIVER BED.  THERE IS A BAD BRIDGE
 JN0483'AHEAD.  (IN DRY WEATHER IT IS BELIEVED THAT A TRUCK CAN BE
 JN0483'DRIVEN ALONG THE RIVER BED IF THE WASH IS ENTERED ABOUT 3.0
 JN0483'MILES NORTH OF THE END OF TRUCK TRAVEL).  FROM THE END OF TRUCK
 JN0483'TRAVEL CONTINUE SOUTHERLY ALONG THE WASH FOR ABOUT 35
 JN0483'MINUTES WALKING TO A WASH ENTERING THE MAIN WASH ON THE LEFT.
 JN0483'THIS WASH IS ABOUT 400 YARDS NORTH OF A RIGHT BEND IN THE
 JN0483'RIVER AT A LARGE VERTICAL CLIFF THAT RUNS DOWN TO THE RIVER
 JN0483'BED.  TAKE THIS SMALL WASH TO THE LEFT AND FOLLOW IT FOR
 JN0483'ABOUT 10 MINUTES TO A POINT WHERE IT CHANGES TO A NARROW
 JN0483'CANYON WITH VERTICAL CLIFFS ON BOTH SIDES.  THEN LEAVE THE WASH
 JN0483'AND CLIMB TO THE RIGHT UP THE STEEP RIDGE TO THE TOP OF SAND
 JN0483'ROCK RIM, AND THE TOP OF THE MAIN RIDGE.  THEN PACK NORTHEAST
 JN0483'AND EAST ABOUT 1-1/2 MILES TO THE HIGHEST POINT AND STATION.
 JN0483'
 JN0483'AZIMUTH MARK IS LOCATED ON THE WESTERN END OF THE HIGHEST
 JN0483'RIDGE ON WHICH THE STATION IS ON THE EAST END.
 JN0483'
 JN0483'WATER AT DENNY RANCH.  A BAD STATION TO REACH IN WET WEATHER.
 JN0483'
 JN0483'1-3/4 HOURS PACK FROM THE END OF TRUCK TRAVEL.
 JN0483
 JN0483                          STATION RECOVERY (1952)
 JN0483
 JN0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 JN0483'STATION FOUND AS DESCRIBED, ALL MARKS FOUND IN
 JN0483'GOOD CONDITION.
 JN0483
 JN0483                          STATION RECOVERY (1963)
 JN0483
 JN0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JN0483'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 JN0483'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  AZIMUTH MARK WAS
 JN0483'NOT RECOVERED AT THIS TIME.  STATION WAS VISITED BY HELICOPTER
 JN0483'BUT IT IS BELIEVED THAT THE ORIGINAL DESCRIPTION IS STILL
 JN0483'ADEQUATE TO REACH THE STATION.
 JN0483
 JN0483                          STATION RECOVERY (1965)
 JN0483
 JN0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WRH)
 JN0483'STATION MARK, REFERENCE MARKS AND AZIMUTH WERE RECOVERED AND
 JN0483'FOUND IN GOOD CONDITION.
 JN0483'
 JN0483'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 JN0483'
 JN0483'STATION IS LOCATED ABOUT 17 MILES NORTH OF HANKSVILLE, ABOUT
 JN0483'5 MILES EAST OF STATE HIGHWAY 24 AND ABOUT 1.6 MILE NORTH OF THE
 JN0483'EMERY-WAYNE COUNTY LINE ON THE EASTERN TIP OF A MESA WHICH IS THE
 JN0483'ONLY ONE IN THE VICINITY THAT HAS A VERY DARK APPEARANCE.
 JN0483'
 JN0483'STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 JN0483'BEDROCK.  IT IS STAMPED ROUGH 1938.
 JN0483'
 JN0483'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 JN0483'IN BEDROCK.  IT IS STAMPED ROUGH NO. 1 1938.
 JN0483'
 JN0483'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 JN0483'HOLE IN BEDROCK.  IT IS STAMPED ROUGH NO. 2 1938.
 JN0483'
 JN0483'AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 JN0483'BEDROCK, ABOUT 3 FEET SOUTH OF A CAIRN.  IT IS STAMPED
 JN0483'ROUGH 1938.
 JN0483'
 JN0483'AZIMUTH REACHED FROM STATION BY PACKING ABOUT 0.3 MILE WEST
 JN0483'TO MARK AS DESCRIBED.
 JN0483'
 JN0483'TO REACH THE STATION FROM THE POST OFFICE IN HANKSVILLE, GO WEST
 JN0483'0.1 MILE TO AN INTERSECTION, TURN RIGHT AND GO NORTH 0.1 MILE
 JN0483'PASSING HANKSVILLE GRADE SCHOOL TO AN INTERSECTION AND STATE
 JN0483'HIGHWAY 24, TURN RIGHT AND GO EAST ON STATE 24 FOR 0.15 MILE TO
 JN0483'JUNCTION OF STATE 24 AND STATE 95, TURN LEFT AND GO NORTH, EAST
 JN0483'AND NORTHEAST FOR 19.8 MILES TO TEMPLE JUNCTION ON THE LEFT AND
 JN0483'A PAVED ROAD LEADING WEST, TURN LEFT AND GO WEST ON PAVED ROAD
 JN0483'FOR 5.3 MILES TO A TRACK ROAD LEFT AND SIGN GOBLIN VALLEY, TURN
 JN0483'LEFT AND GO SOUTH ON TRACK ROAD FOR 6.2 MILES TO A FORK
 JN0483'AND SIGN GOBLIN VALLEY-WILD HORSE MESA AND MUDDY RIVER,
 JN0483'TAKE RIGHT FORK AND GO WEST 2.25 MILES TO WILD HORSE CREEK
 JN0483'BOTTOM, TURN LEFT AND GO SOUTH DOWN CREEK BOTTOM (4 WHEEL
 JN0483'DRIVE NEEDED AT THIS POINT) 6.3 MILES TO A FENCE ACROSS
 JN0483'CREEK AND CANYON, PASS THROUGH GATE AND GO SOUTH 0.3 MILE TO
 JN0483'A FORK, TAKE LEFT FORK AND GO UP THE SIDE OF CANYON FOR 0.7
 JN0483'MILE TO A VERY DIM TRACK T ROADS, TAKE LEFT DIM TRACKS AND GO
 JN0483'NORTH NORTHEAST KEEPING TO THE LEFT OF A DRAW FOR 2.7 MILES,
 JN0483'CONTINUE ON AROUND BASE OF HILL TO THE NORTHEAST CORNER OF THE
 JN0483'HILL AND THE STATION AS DESCRIBED.  ABOUT A 5 MINUTE PACK FROM
 JN0483'THIS POINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0805 ***********************************************************************
 HN0805  DESIGNATION -  ROUND
 HN0805  PID         -  HN0805
 HN0805  STATE/COUNTY-  UT/KANE
 HN0805  COUNTRY     -  US
 HN0805  USGS QUAD   -  BUTLER VALLEY (2017)
 HN0805
 HN0805                         *CURRENT SURVEY CONTROL
 HN0805  ______________________________________________________________________
 HN0805* NAD 83(1994) POSITION- 37 28 27.37202(N) 111 52 25.27583(W)   ADJUSTED
 HN0805* NAVD 88 ORTHO HEIGHT -  2111.0   (meters)     6926.    (feet) VERTCON3
 HN0805  ______________________________________________________________________
 HN0805  GEOID HEIGHT    -        -21.031 (meters)                     GEOID18
 HN0805  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 HN0805  HORZ ORDER      -  THIRD
 HN0805
 HN0805.The horizontal coordinates were established by classical geodetic methods
 HN0805.and adjusted by the National Geodetic Survey in November 1997.
 HN0805
 HN0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0805
 HN0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0805.GEOID18 height accuracy estimate available here.
 HN0805
 HN0805.Click photographs - Photos may exist for this station.
 HN0805
 HN0805.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0805
 HN0805. The following values were computed from the NAD 83(1994) position.
 HN0805
 HN0805;                    North         East     Units Scale Factor Converg.
 HN0805;SPC UT S     - 3,089,696.293   466,946.379   MT  0.99996583   -0 13 44.2
 HN0805;SPC UT S     -10,136,778.59  1,531,973.25   sFT  0.99996583   -0 13 44.2
 HN0805;UTM  12      - 4,147,845.162   422,747.401   MT  0.99967351   -0 31 53.7
 HN0805
 HN0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0805!SPC UT S     -   0.99967214  x   0.99996583  =   0.99963798
 HN0805!UTM  12      -   0.99967214  x   0.99967351  =   0.99934576
 HN0805
 HN0805:                Primary Azimuth Mark                     Grid Az
 HN0805:SPC UT S     -  PARADISE                                 083 40 23.3
 HN0805:UTM  12      -  PARADISE                                 083 58 32.8
 HN0805
 HN0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG2274747845(NAD 83)
 HN0805
 HN0805|---------------------------------------------------------------------|
 HN0805| PID    Reference Object                     Distance      Geod. Az  |
 HN0805|                                                           dddmmss.s |
 HN0805| HN0782 PARADISE                            APPROX.12.5 KM 0832639.1 |
 HN0805|---------------------------------------------------------------------|
 HN0805
 HN0805                          SUPERSEDED SURVEY CONTROL
 HN0805
 HN0805  NAD 83(1986)-  37 28 27.36694(N)    111 52 25.27726(W) AD(       ) 3
 HN0805  NAD 27      -  37 28 27.42706(N)    111 52 22.62573(W) AD(       ) 3
 HN0805  NGVD 29 (07/19/86) 2109.8    (m)         6922.     (f) VERT ANG       
 HN0805
 HN0805.Superseded values are not recommended for survey control.
 HN0805
 HN0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0805.See file dsdata.pdf to determine how the superseded data were derived.
 HN0805
 HN0805_MARKER: DD = SURVEY DISK
 HN0805_SETTING: 80 = SET IN A BOULDER
 HN0805_STAMPING: ROUND 1962
 HN0805_MARK LOGO: USGS
 HN0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0805+STABILITY: SURFACE MOTION
 HN0805
 HN0805  HISTORY     - Date     Condition        Report By
 HN0805  HISTORY     - 1962     MONUMENTED       USGS
 HN0805
 HN0805                          STATION DESCRIPTION
 HN0805
 HN0805'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HN0805'LOCATED APPROXIMATELY 9.5 MI. (AIRLINE) SE. OF HENRIEVILLE, ON A
 HN0805'PROMINENT TOP ON THE S. EDGE OF ROUND VALLEY.  STATION REACHED BY
 HN0805'HELICOPTER.
 HN0805'
 HN0805'STATION MARK--STANDARD USGS TABLET, STAMPED ---ROUND 1962---, SET
 HN0805'IN A BOULDER IN PLACE.
 HN0805'
 HN0805'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HN0805'1 1962---, SET IN A BOULDER IN PLACE, 15.69 FT. FROM STATION MARK,
 HN0805'S 63 DEG 15 MIN W.
 HN0805'
 HN0805'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HN0805'2 1962---, SET IN A BOULDER IN PLACE, 13.84 FT. FROM STATION MARK,
 HN0805'S 52 DEG 25 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0466 ***********************************************************************
 KO0466  DESIGNATION -  ROUND TOP
 KO0466  PID         -  KO0466
 KO0466  STATE/COUNTY-  UT/MILLARD
 KO0466  COUNTRY     -  US
 KO0466  USGS QUAD   -  CONGER MOUNTAIN (2017)
 KO0466
 KO0466                         *CURRENT SURVEY CONTROL
 KO0466  ______________________________________________________________________
 KO0466* NAD 83(1994) POSITION- 39 10 50.09134(N) 113 40 01.11017(W)   ADJUSTED
 KO0466* NAVD 88 ORTHO HEIGHT -  2248.3   (meters)     7376.    (feet) VERTCON3
 KO0466  ______________________________________________________________________
 KO0466  GEOID HEIGHT    -        -19.877 (meters)                     GEOID18
 KO0466  LAPLACE CORR    -         -4.24  (seconds)                    DEFLEC18
 KO0466  HORZ ORDER      -  SECOND
 KO0466
 KO0466.The horizontal coordinates were established by classical geodetic methods
 KO0466.and adjusted by the National Geodetic Survey in November 1997.
 KO0466
 KO0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0466
 KO0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0466.GEOID18 height accuracy estimate available here.
 KO0466
 KO0466.Click photographs - Photos may exist for this station.
 KO0466
 KO0466.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0466
 KO0466. The following values were computed from the NAD 83(1994) position.
 KO0466
 KO0466;                    North         East     Units Scale Factor Converg.
 KO0466;SPC UT C     - 2,096,329.447   312,785.969   MT  0.99996358   -1 23 17.2
 KO0466;SPC UT C     - 6,877,707.53  1,026,198.63   sFT  0.99996358   -1 23 17.2
 KO0466;UTM  12      - 4,340,204.728   269,633.159   MT  1.00025348   -1 41 08.3
 KO0466
 KO0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0466!SPC UT C     -   0.99965049  x   0.99996358  =   0.99961408
 KO0466!UTM  12      -   0.99965049  x   1.00025348  =   0.99990388
 KO0466
 KO0466:                Primary Azimuth Mark                     Grid Az
 KO0466:SPC UT C     -  ROUND TOP AZ MK                          137 23 44.1
 KO0466:UTM  12      -  ROUND TOP AZ MK                          137 41 35.2
 KO0466
 KO0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ6963340204(NAD 83)
 KO0466
 KO0466|---------------------------------------------------------------------|
 KO0466| PID    Reference Object                     Distance      Geod. Az  |
 KO0466|                                                           dddmmss.s |
 KO0466| CM5910 ROUND TOP RM 1                        8.712 METERS 04546     |
 KO0466| CM5911 ROUND TOP RM 2                        7.002 METERS 10622     |
 KO0466| CM5909 ROUND TOP AZ MK                                    1360026.9 |
 KO0466|---------------------------------------------------------------------|
 KO0466
 KO0466                          SUPERSEDED SURVEY CONTROL
 KO0466
 KO0466  NAD 83(1986)-  39 10 50.08790(N)    113 40 01.10951(W) AD(       ) 2
 KO0466  NAD 27      -  39 10 50.27690(N)    113 39 58.17200(W) AD(       ) 2
 KO0466  NGVD 29 (07/19/86) 2247.1    (m)         7372.     (f) VERT ANG       
 KO0466
 KO0466.Superseded values are not recommended for survey control.
 KO0466
 KO0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0466.See file dsdata.pdf to determine how the superseded data were derived.
 KO0466
 KO0466_MARKER: DS = TRIANGULATION STATION DISK
 KO0466_SETTING: 66 = SET IN ROCK OUTCROP
 KO0466_STAMPING: ROUND TOP 1957
 KO0466_MARK LOGO: CGS
 KO0466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0466+STABILITY: POSITION/ELEVATION WELL
 KO0466
 KO0466  HISTORY     - Date     Condition        Report By
 KO0466  HISTORY     - 1957     MONUMENTED       CGS
 KO0466  HISTORY     - 1958     GOOD             USGS
 KO0466
 KO0466                          STATION DESCRIPTION
 KO0466
 KO0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0466'THE STATION IS LOCATED ON THE TOP OF A ROCKY, ROUND-TOPPED
 KO0466'MOUNTAIN, AIRLINE ABOUT 27 MILES EAST-NORTHEAST OF BAKER,
 KO0466'NEVADA, 14 MILES WEST-NORTHWEST OF NOTCH PEAK, AND 7 MILES NORTH
 KO0466'OF THE PASS WHERE U.S. HIGHWAYS 6 AND 50 CROSS THE CONFUSION
 KO0466'RANGE FROM SNAKE VALLEY INTO WHITE VALLEY.
 KO0466'
 KO0466'TO REACH THE STATION FROM THE POST OFFICE IN BAKER, NEVADA GO
 KO0466'NORTHWEST ON STATE HIGHWAY 73 FOR 5.0 MILES TO AN INTERSECTION.
 KO0466'TURN RIGHT ON TO U.S. HIGHWAYS 6 AND 50 AND GO EAST 22.7 MILES
 KO0466'TO A CROSS ROAD.  TURN LEFT ONTO A GRAVELED ROAD AND GO
 KO0466'NORTH-NORTHEAST 3.7 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 KO0466'GO NORTHEAST 0.5 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 KO0466'NORTHEAST AND EAST 7.4 MILES TO A CAIRN AND THE AZIMUTH MARK
 KO0466'ON THE LEFT.  CONTINUE EAST 0.05 MILE TO A SIDE ROAD ON THE
 KO0466'LEFT.  TURN SHARP LEFT AND GO WEST AND NORTHWEST 1.8 MILES
 KO0466'TO A FORK.  TAKE THE RIGHT FORK AND GO NORTH-NORTHEAST 0.4
 KO0466'MILE TO A CAIRN ON THE RIGHT.  PACK EAST UP A STEEP SLOPE
 KO0466'ABOUT 1/2 MILE TO THE CREST OF A RIDGE, THEN SOUTH-SOUTHEAST
 KO0466'ALONG THE RIDGE ABOUT 1/2 MILE TO THE TOP OF THE MOUNTAIN
 KO0466'AND THE STATION.  PACKING TIME--ABOUT 3/4 HOUR.
 KO0466'
 KO0466'THE STATION MARK IS A STANDARD DISK STAMPED ROUND TOP 1957
 KO0466'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 KO0466'WITH THE GROUND.  IT IS 17 FEET SOUTH-SOUTHWEST OF A 4-FOOT CAIRN.
 KO0466'
 KO0466'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED ROUND TOP
 KO0466'NO 1 1957 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 KO0466'IS FLUSH WITH THE GROUND.  IT IS THE SAME ELEVATION AS THE
 KO0466'STATION.
 KO0466'
 KO0466'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED ROUND TOP
 KO0466'NO 2 1957 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 KO0466'PROJECTS 1 FOOT ABOVE THE GROUND ON ITS WEST SIDE AND 5 FEET
 KO0466'ABOVE THE GROUND ON ITS EAST SIDE.  IT IS 1 FOOT LOWER THAN
 KO0466'THE STATION.
 KO0466'
 KO0466'THE AZIMUTH MARK IS LOCATED ON THE NORTH SIDE OF A GRAVELED
 KO0466'ROAD AND IS A STANDARD DISK STAMPED ROUND TOP 1957 CEMENTED
 KO0466'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 1 FOOT
 KO0466'ABOVE THE GROUND.  IT IS 11 FEET SOUTHWEST OF A 6-INCH JUNIPER
 KO0466'WITH A TRIANGULAR BLAZE, 98 FEET NORTH-NORTHWEST OF THE
 KO0466'CENTERLINE OF THE ROAD, AND 90 FEET NORTHWEST OF A 2-FOOT CAIRN.
 KO0466
 KO0466                          STATION RECOVERY (1958)
 KO0466
 KO0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 KO0466'RECOVERED IN GOOD CONDITION.
 KO0466'
 KO0466'STATION MARK--STANDARD DISK, STAMPED ---ROUND TOP 1957---, CEMENTED
 KO0466'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0461 ***********************************************************************
 LP0461  DESIGNATION -  ROUNDTOP
 LP0461  PID         -  LP0461
 LP0461  STATE/COUNTY-  UT/TOOELE
 LP0461  COUNTRY     -  US
 LP0461  USGS QUAD   -  DAVIS KNOLLS (2017)
 LP0461
 LP0461                         *CURRENT SURVEY CONTROL
 LP0461  ______________________________________________________________________
 LP0461* NAD 83(1994) POSITION- 40 08 09.12711(N) 112 43 46.57839(W)   ADJUSTED
 LP0461* NAVD 88 ORTHO HEIGHT -  1962.3   (meters)     6438.    (feet) VERTCON3
 LP0461  ______________________________________________________________________
 LP0461  GEOID HEIGHT    -        -18.109 (meters)                     GEOID18
 LP0461  LAPLACE CORR    -          5.10  (seconds)                    DEFLEC18
 LP0461  HORZ ORDER      -  THIRD
 LP0461
 LP0461.The horizontal coordinates were established by classical geodetic methods
 LP0461.and adjusted by the National Geodetic Survey in June 1998.
 LP0461
 LP0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0461
 LP0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0461.GEOID18 height accuracy estimate available here.
 LP0461
 LP0461.Click photographs - Photos may exist for this station.
 LP0461
 LP0461.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0461
 LP0461. The following values were computed from the NAD 83(1994) position.
 LP0461
 LP0461;                    North         East     Units Scale Factor Converg.
 LP0461;SPC UT C     - 2,200,836.474   395,220.143   MT  0.99991257   -0 47 15.6
 LP0461;SPC UT C     - 7,220,577.67  1,296,651.42   sFT  0.99991257   -0 47 15.6
 LP0461;UTM  12      - 4,444,271.346   352,650.629   MT  0.99986728   -1 06 54.4
 LP0461
 LP0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0461!SPC UT C     -   0.99969509  x   0.99991257  =   0.99960769
 LP0461!UTM  12      -   0.99969509  x   0.99986728  =   0.99956242
 LP0461
 LP0461:                Primary Azimuth Mark                     Grid Az
 LP0461:SPC UT C     -  50 WF                                    123 38 02.9
 LP0461:UTM  12      -  50 WF                                    123 57 41.7
 LP0461
 LP0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK5265044271(NAD 83)
 LP0461
 LP0461|---------------------------------------------------------------------|
 LP0461| PID    Reference Object                     Distance      Geod. Az  |
 LP0461|                                                           dddmmss.s |
 LP0461| LP0459 50 WF                               APPROX. 6.8 KM 1225047.3 |
 LP0461|---------------------------------------------------------------------|
 LP0461
 LP0461                          SUPERSEDED SURVEY CONTROL
 LP0461
 LP0461  NAD 83(1993)-  40 08 09.11994(N)    112 43 46.56767(W) AD(       ) 3
 LP0461  NAD 83(1986)-  40 08 09.12075(N)    112 43 46.56644(W) AD(       ) 3
 LP0461  NAD 27      -  40 08 09.33159(N)    112 43 43.69670(W) AD(       ) 3
 LP0461  NGVD 29 (07/19/86) 1961.2    (m)         6434.     (f) VERT ANG       
 LP0461
 LP0461.Superseded values are not recommended for survey control.
 LP0461
 LP0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0461.See file dsdata.pdf to determine how the superseded data were derived.
 LP0461
 LP0461_MARKER: DB = BENCH MARK DISK
 LP0461_SETTING: 66 = SET IN ROCK OUTCROP
 LP0461_STAMPING: ROUND TOP 1953
 LP0461_MARK LOGO: USGS
 LP0461_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0461+STABILITY: POSITION/ELEVATION WELL
 LP0461
 LP0461  HISTORY     - Date     Condition        Report By
 LP0461  HISTORY     - 1953     MONUMENTED       USGS
 LP0461
 LP0461                          STATION DESCRIPTION
 LP0461
 LP0461'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 LP0461'LOCATED ABOUT 12.0 MI. (AIRLINE) SW. OF HATCH RANCH AND 10 MI. NE. OF
 LP0461'SIMPSON BUTTES, AT HIGHEST POINT OF TOP.
 LP0461'
 LP0461'TO REACH FROM JUNCTION OF STATE HIGHWAY 58 AND RD. TO TIMPIE JUNCTION,
 LP0461'DRIVE E. FOR 0.1 MI., TURN RIGHT ALONG MAIN TRAVELED RD. 1.1 MI.,
 LP0461'TAKE LEFT FORK 5.7 MI. TO CROSSROADS, TURN RIGHT (W.) FOR 2.8 MI.,
 LP0461'TURN LEFT ON DIM RD. AND GO 0.3 MI. TO BASE OF HILL, LEAVE TRUCK AND
 LP0461'PACK SW. TO HIGHEST POINT OF TOP AND STATION.  ABOUT 40 MINUTE PACK.
 LP0461'
 LP0461'STATION MARK--STANDARD TABLET, STAMPED ---ROUND TOP 1953---, CEMENTED
 LP0461'IN SOLID ROCK.
 LP0461'
 LP0461'REFERENCE MARK NO. 1--STANDARD RM TABLET, STAMPED ---NO 1 1953---,
 LP0461'CEMENTED IN SOLID ROCK, 19.95 FT. FROM STATION MARK,
 LP0461'S 54 DEG 29 MIN W.
 LP0461'
 LP0461'REFERENCE MARK NO. 2--STANDARD RM TABLET, STAMPED ---NO 2 1953---,
 LP0461'CEMENTED IN SOLID ROCK, 18.40 FT. FROM STATION MARK,
 LP0461'N 02 DEG 35 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0671 ***********************************************************************
 MR0671  DESIGNATION -  ROUTE 3 MARK
 MR0671  PID         -  MR0671
 MR0671  STATE/COUNTY-  UT/RICH
 MR0671  COUNTRY     -  US
 MR0671  USGS QUAD   -  NEPONSET RESERVOIR NE (2017)
 MR0671
 MR0671                         *CURRENT SURVEY CONTROL
 MR0671  ______________________________________________________________________
 MR0671* NAD 83(1994) POSITION- 41 28 48.09687(N) 111 06 54.92262(W)   ADJUSTED
 MR0671* NAVD 88 ORTHO HEIGHT -  1937.    (meters)     6355.    (feet) VERTCON3
 MR0671  ______________________________________________________________________
 MR0671  GEOID HEIGHT    -        -15.244 (meters)                     GEOID18
 MR0671  LAPLACE CORR    -          1.99  (seconds)                    DEFLEC18
 MR0671  HORZ ORDER      -  SECOND
 MR0671
 MR0671.The horizontal coordinates were established by classical geodetic methods
 MR0671.and adjusted by the National Geodetic Survey in November 1997.
 MR0671
 MR0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0671
 MR0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0671.GEOID18 height accuracy estimate available here.
 MR0671
 MR0671.Click photographs - Photos may exist for this station.
 MR0671
 MR0671.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0671
 MR0671. The following values were computed from the NAD 83(1994) position.
 MR0671
 MR0671;                    North         East     Units Scale Factor Converg.
 MR0671;SPC UT N     - 1,127,412.771   532,133.259   MT  0.99996483   +0 15 13.3
 MR0671;SPC UT N     - 3,698,853.40  1,745,840.53   sFT  0.99996483   +0 15 13.3
 MR0671;SPC WY W     -   209,342.917   713,816.725   MT  1.00002887   -0 41 00.8
 MR0671;SPC WY W     -   686,819.22  2,341,913.71   sFT  1.00002887   -0 41 00.8
 MR0671;UTM  12      - 4,592,053.241   490,377.435   MT  0.99960114   -0 04 34.8
 MR0671
 MR0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0671!SPC UT N     -   0.99969861  x   0.99996483  =   0.99966345
 MR0671!SPC WY W     -   0.99969861  x   1.00002887  =   0.99972747
 MR0671!UTM  12      -   0.99969861  x   0.99960114  =   0.99929987
 MR0671
 MR0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL9037792053(NAD 83)
 MR0671
 MR0671                          SUPERSEDED SURVEY CONTROL
 MR0671
 MR0671  NAD 83(1993)-  41 28 48.09692(N)    111 06 54.92267(W) AD(       ) 2
 MR0671  NAD 83(1986)-  41 28 48.08363(N)    111 06 54.91365(W) AD(       ) 2
 MR0671  NAD 27      -  41 28 48.28500(N)    111 06 52.22500(W) AD(       ) 2
 MR0671  NGVD 29 (07/19/86) 1936.     (m)         6352.     (f) VERT ANG       
 MR0671
 MR0671.Superseded values are not recommended for survey control.
 MR0671
 MR0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0671.See file dsdata.pdf to determine how the superseded data were derived.
 MR0671
 MR0671_MARKER: DB = BENCH MARK DISK
 MR0671_SETTING: 0 = UNSPECIFIED SETTING
 MR0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0671+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2010
 MR0671
 MR0671  HISTORY     - Date     Condition        Report By
 MR0671  HISTORY     - 1962     MONUMENTED       BOR
 MR0671  HISTORY     - 20101212 GOOD             GEOCAC
 MR0671
 MR0671                          STATION DESCRIPTION
 MR0671
 MR0671'DESCRIBED BY US BUREAU OF RECLAMATION 1962
 MR0671'USBR BM IS A U.S. BUREAU OF RECLAMATION BENCH MARK DISK, UNSTAMPED,
 MR0671'CEMENTED IN THE TOP OF A 3 INCH IRON PIPE THAT PROJECTS 8
 MR0671'INCHES.  THE MARK IS 2 FEET SOUTHEAST OF A WITNESS POST, 24
 MR0671'FEET NORTHEAST OF A FENCE, 50 FEET SOUTHWEST OF THE CENTERLINE
 MR0671'OF UTAH STATE HIGHWAY 3 AND IS 6 FEET HIGHER THAN THE HIGHWAY.
 MR0671'
 MR0671'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30S AND STATE HIGHWAY
 MR0671'89 IN EVANSTON GO NORTHERLY ON WYOMING STATE HIGHWAY 89 FOR
 MR0671'5.6 MILES TO A SMALL AIRPORT ON THE LEFT.  CONTINUE AHEAD ON
 MR0671'THE HIGHWAY FOR 6.15 MILES TO THE UTAH-WYOMING STATE LINE.
 MR0671'(THE HIGHWAY BECOMES UTAH STATE HIGHWAY 3 AT THIS POINT).
 MR0671'CONTINUE AHEAD ON THE HIGHWAY NORTHWESTERLY FOR 4.65 MILES
 MR0671'TO THE TOP OF A RISE AND THE STATION ON THE LEFT.  TO REACH
 MR0671'THE USBR BM, CONTINUE NORTHWESTERLY ON THE HIGHWAY FOR 1.3
 MR0671'MILES TO THE MARK ON THE LEFT SIDE OF THE HIGHWAY.
 MR0671
 MR0671                          STATION RECOVERY (2010)
 MR0671
 MR0671'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 MR0671'THE SECOND PARAGRAPH IN THE STATION DESCRIPTION BELONGS WITH RUFF.
 MR0671'MARK IS APPROXIMATELY 5.78 MILES NORTHWESTERLY ALONG UT 16 FROM THE
 MR0671'WYOMING BORDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0653 ***********************************************************************
 MR0653  DESIGNATION -  ROUTE 89 STA 219+18.2
 MR0653  PID         -  MR0653
 MR0653  STATE/COUNTY-  UT/RICH
 MR0653  COUNTRY     -  US
 MR0653  USGS QUAD   -  LEEFE (2018)
 MR0653
 MR0653                         *CURRENT SURVEY CONTROL
 MR0653  ______________________________________________________________________
 MR0653* NAD 83(1994) POSITION- 41 46 48.45432(N) 111 02 46.55301(W)   ADJUSTED
 MR0653* NAVD 88 ORTHO HEIGHT -  1907.    (meters)     6257.    (feet) SCALED
 MR0653  ______________________________________________________________________
 MR0653  GEOID HEIGHT    -        -14.513 (meters)                     GEOID18
 MR0653  LAPLACE CORR    -          4.32  (seconds)                    DEFLEC18
 MR0653  HORZ ORDER      -  SECOND
 MR0653
 MR0653.The horizontal coordinates were established by classical geodetic methods
 MR0653.and adjusted by the National Geodetic Survey in November 1997.
 MR0653
 MR0653.The orthometric height was scaled from a topographic map.
 MR0653
 MR0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0653.GEOID18 height accuracy estimate available here.
 MR0653
 MR0653.Click photographs - Photos may exist for this station.
 MR0653
 MR0653.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0653
 MR0653. The following values were computed from the NAD 83(1994) position.
 MR0653
 MR0653;                    North         East     Units Scale Factor Converg.
 MR0653;SPC UT N     - 1,160,770.305   537,721.255   MT  0.99999948   +0 17 57.0
 MR0653;SPC UT N     - 3,808,293.91  1,764,173.82   sFT  0.99999948   +0 17 57.0
 MR0653;SPC WY W     -   242,605.809   719,950.923   MT  1.00001632   -0 38 29.8
 MR0653;SPC WY W     -   795,949.23  2,362,038.99   sFT  1.00001632   -0 38 29.8
 MR0653;UTM  12      - 4,625,365.392   496,155.304   MT  0.99960018   -0 01 51.0
 MR0653
 MR0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0653!SPC UT N     -   0.99970322  x   0.99999948  =   0.99970270
 MR0653!SPC WY W     -   0.99970322  x   1.00001632  =   0.99971954
 MR0653!UTM  12      -   0.99970322  x   0.99960018  =   0.99930352
 MR0653
 MR0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM9615525365(NAD 83)
 MR0653
 MR0653                          SUPERSEDED SURVEY CONTROL
 MR0653
 MR0653  NAD 83(1993)-  41 46 48.45425(N)    111 02 46.55309(W) AD(       ) 2
 MR0653  NAD 83(1986)-  41 46 48.44189(N)    111 02 46.54773(W) AD(       ) 2
 MR0653  NAD 27      -  41 46 48.64110(N)    111 02 43.85480(W) AD(       ) 2
 MR0653
 MR0653.Superseded values are not recommended for survey control.
 MR0653
 MR0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0653.See file dsdata.pdf to determine how the superseded data were derived.
 MR0653
 MR0653_MARKER: DD = SURVEY DISK
 MR0653_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MR0653_STAMPING: F-227-2 219+19.2 6253.88
 MR0653_MARK LOGO: WYHD
 MR0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0653
 MR0653  HISTORY     - Date     Condition        Report By
 MR0653  HISTORY     - 1962     MONUMENTED       WYHD
 MR0653
 MR0653                          STATION DESCRIPTION
 MR0653
 MR0653'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1962 (JCC)
 MR0653'THE STATION IS ABOUT 8 MILES NORTH AND 4 MILES EAST OF RANDOLPH
 MR0653'3 MILES SOUTHWEST OF SAGE, ON THE NORTH RIGHT-OF-WAY OF UTAH
 MR0653'STATE HIGHWAY 51 AND WYOMING STATE HIGHWAY 89 AND AT THE
 MR0653'WYOMING-UTAH STATE LINE.
 MR0653'
 MR0653'THE MARK IS A BRONZE DISK OF THE WYOMING STATE HIGHWAY DEPARTMENT,
 MR0653'STAMPED F-227-2 219+18.2 ELV. 6253.88, SET IN THE TOP OF A 6 BY
 MR0653'6 INCH CONCRETE POST PROJECTING 12 INCHES.
 MR0653'
 MR0653'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WYUT,
 MR0653'THE DISTANCE BEING 23.875 FEET, 7.278 METERS SOUTH-SOUTHEAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5555 ***********************************************************************
 DR5555  DESIGNATION -  ROW 5699
 DR5555  PID         -  DR5555
 DR5555  STATE/COUNTY-  UT/WEBER
 DR5555  COUNTRY     -  US
 DR5555  USGS QUAD   -  CAUSEY DAM (2017)
 DR5555
 DR5555                         *CURRENT SURVEY CONTROL
 DR5555  ______________________________________________________________________
 DR5555* NAD 83(2011) POSITION- 41 19 16.78727(N) 111 36 57.24470(W)   ADJUSTED
 DR5555* NAD 83(2011) ELLIP HT-  1723.002 (meters)        (07/08/20)   ADJUSTED
 DR5555* NAD 83(2011) EPOCH   -  2010.00
 DR5555* NAVD 88 ORTHO HEIGHT -  1738.4   (meters)     5703.    (feet) GPS OBS
 DR5555  ______________________________________________________________________
 DR5555  GEOID HEIGHT    -        -15.385 (meters)                     GEOID18
 DR5555  NAD 83(2011) X  - -1,767,646.066 (meters)                     COMP
 DR5555  NAD 83(2011) Y  - -4,460,946.805 (meters)                     COMP
 DR5555  NAD 83(2011) Z  -  4,190,427.586 (meters)                     COMP
 DR5555  LAPLACE CORR    -          3.02  (seconds)                    DEFLEC18
 DR5555
 DR5555  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5555  Standards:
 DR5555         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5555            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5555  -------------------------------------------------------------------
 DR5555  NETWORK    0.95   2.14           0.42   0.35   1.09     -0.01167265
 DR5555  -------------------------------------------------------------------
 DR5555  Click here for local accuracies and other accuracy information.
 DR5555
 DR5555.The horizontal coordinates were established by GPS observations
 DR5555.and adjusted by the National Geodetic Survey in July 2020.
 DR5555
 DR5555.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5555.been affixed to the stable North American tectonic plate. See 
 DR5555.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5555
 DR5555.The horizontal coordinates are valid at the epoch date displayed above
 DR5555.which is a decimal equivalence of Year/Month/Day.
 DR5555
 DR5555.The orthometric height was determined by GPS observations and a
 DR5555.high-resolution geoid model.
 DR5555
 DR5555.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5555.GEOID18 height accuracy estimate available here.
 DR5555
 DR5555.Click photographs - Photos may exist for this station.
 DR5555
 DR5555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5555
 DR5555.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5555
 DR5555.The ellipsoidal height was determined by GPS observations
 DR5555.and is referenced to NAD 83.
 DR5555
 DR5555. The following values were computed from the NAD 83(2011) position.
 DR5555
 DR5555;                    North         East     Units Scale Factor Converg.
 DR5555;SPC UT N     - 1,109,723.635   490,296.548   MT  0.99995760   -0 04 35.1
 DR5555;SPC UT N     - 3,640,818.29  1,608,581.26   sFT  0.99995760   -0 04 35.1
 DR5555;UTM  12      - 4,574,611.648   448,454.006   MT  0.99963270   -0 24 24.0
 DR5555
 DR5555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5555!SPC UT N     -   0.99972981  x   0.99995760  =   0.99968742
 DR5555!UTM  12      -   0.99972981  x   0.99963270  =   0.99936261
 DR5555
 DR5555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL4845474611(NAD 83)
 DR5555
 DR5555                          SUPERSEDED SURVEY CONTROL
 DR5555
 DR5555.No superseded survey control is available for this station.
 DR5555
 DR5555_MARKER: DD = SURVEY DISK
 DR5555_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR5555+WITH SETTING: INFORMATION.
 DR5555_MARK LOGO: UTDT
 DR5555_PROJECTION: PROJECTING 10 CENTIMETERS
 DR5555_MAGNETIC: I = MARKER IS A STEEL ROD
 DR5555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5555+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2016
 DR5555_ROD/PIPE-DEPTH: 0.8 meters
 DR5555
 DR5555  HISTORY     - Date     Condition        Report By
 DR5555  HISTORY     - UNK      MONUMENTED       UTDT
 DR5555  HISTORY     - 20161019 GOOD             UT-057
 DR5555
 DR5555                          STATION DESCRIPTION
 DR5555
 DR5555'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5555'THE STATION IS LOCATED ABOUT 18.6 MI (29.9 KM) EAST OF NORTH OGDEN,
 DR5555'17.6 MI (28.3 KM) NORTH-NORTHEAST OF PETERSON AND 10.2 MI (16.4 KM)
 DR5555'EAST-NORTHEAST OF HUNTSVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5555'
 DR5555'TO REACH FROM THE INTERSECTION OF HIGHWAY 39 AND 7800 EAST HUNTSVILLE
 DR5555'UT PROCEED EAST ON HIGHWAY 39 15.2 MI (24.5 KM) TO THE STATION ON THE
 DR5555'LEFT.
 DR5555'
 DR5555'IT IS 49.5 FT (15.1 M) SOUTHWEST OF THE CENTER STRIPE OF HIGHWAY 39,
 DR5555'2.1 FT (0.6 M) NORTHEAST OF A FIBERGLASS WITNESS POST.STATION IS
 DR5555'LOCATED IN A CLEARING IN A STAND OF DYING ASPEN TREES.  THERE ARE TWO
 DR5555'ROW MARKERS IN THE VICINITY.  THIS STATION IS NOT THE MARKER THAT IS
 DR5555'LEANING TO THE EAST AT A 15 DEGREE ANGLE.
 DR5555'
 DR5555'NOTE-THE DISK IS NOT STAMPED WITH STATIONING OR ELEVATION OR DATE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5577 ***********************************************************************
 DR5577  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5577  DESIGNATION -  ROW 5755
 DR5577  PID         -  DR5577
 DR5577  STATE/COUNTY-  UT/WEBER
 DR5577  COUNTRY     -  US
 DR5577  USGS QUAD   -  SNOW BASIN (2017)
 DR5577
 DR5577                         *CURRENT SURVEY CONTROL
 DR5577  ______________________________________________________________________
 DR5577* NAD 83(2011) POSITION- 41 13 01.93546(N) 111 47 38.66388(W)   ADJUSTED
 DR5577* NAD 83(2011) ELLIP HT-  1754.781 (meters)        (07/08/20)   ADJUSTED
 DR5577* NAD 83(2011) EPOCH   -  2010.00
 DR5577* NAVD 88 ORTHO HEIGHT -  1770.82  (meters)     5809.8   (feet) GPS OBS
 DR5577  ______________________________________________________________________
 DR5577  GEOID HEIGHT    -        -16.018 (meters)                     GEOID18
 DR5577  NAD 83(2011) X  - -1,784,351.224 (meters)                     COMP
 DR5577  NAD 83(2011) Y  - -4,462,534.993 (meters)                     COMP
 DR5577  NAD 83(2011) Z  -  4,181,754.398 (meters)                     COMP
 DR5577  LAPLACE CORR    -          3.06  (seconds)                    DEFLEC18
 DR5577
 DR5577  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5577  Standards:
 DR5577         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5577            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5577  -------------------------------------------------------------------
 DR5577  NETWORK    0.74   1.47           0.33   0.27   0.75      0.00095892
 DR5577  -------------------------------------------------------------------
 DR5577  Click here for local accuracies and other accuracy information.
 DR5577
 DR5577.The horizontal coordinates were established by GPS observations
 DR5577.and adjusted by the National Geodetic Survey in July 2020.
 DR5577
 DR5577.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5577.been affixed to the stable North American tectonic plate. See 
 DR5577.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5577
 DR5577.The horizontal coordinates are valid at the epoch date displayed above
 DR5577.which is a decimal equivalence of Year/Month/Day.
 DR5577
 DR5577.The orthometric height was determined by GPS observations and a
 DR5577.high-resolution geoid model using precise GPS observation and
 DR5577.processing techniques.
 DR5577
 DR5577.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5577.GEOID18 height accuracy estimate available here.
 DR5577
 DR5577.Click photographs - Photos may exist for this station.
 DR5577
 DR5577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5577
 DR5577.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5577
 DR5577.The ellipsoidal height was determined by GPS observations
 DR5577.and is referenced to NAD 83.
 DR5577
 DR5577. The following values were computed from the NAD 83(2011) position.
 DR5577
 DR5577;                    North         East     Units Scale Factor Converg.
 DR5577;SPC UT N     - 1,098,195.301   475,340.597   MT  0.99995701   -0 11 38.0
 DR5577;SPC UT N     - 3,602,995.75  1,559,513.28   sFT  0.99995701   -0 11 38.0
 DR5577;UTM  12      - 4,563,173.195   433,436.651   MT  0.99965453   -0 31 23.7
 DR5577
 DR5577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5577!SPC UT N     -   0.99972483  x   0.99995701  =   0.99968185
 DR5577!UTM  12      -   0.99972483  x   0.99965453  =   0.99937945
 DR5577
 DR5577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3343663173(NAD 83)
 DR5577
 DR5577                          SUPERSEDED SURVEY CONTROL
 DR5577
 DR5577.No superseded survey control is available for this station.
 DR5577
 DR5577_MARKER: DD = SURVEY DISK
 DR5577_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DR5577_SP_SET: IRON PIPE AND CAP SET IN CONCRET
 DR5577_MARK LOGO: UTDT
 DR5577_MAGNETIC: I = MARKER IS A STEEL ROD
 DR5577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5577+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2016
 DR5577
 DR5577  HISTORY     - Date     Condition        Report By
 DR5577  HISTORY     - UNK      MONUMENTED       UTDT
 DR5577  HISTORY     - 20161021 GOOD             UT-057
 DR5577
 DR5577                          STATION DESCRIPTION
 DR5577
 DR5577'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5577'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) EAST OF OGDEN, 7.0 MI
 DR5577'(11.3 KM) NORTH OF PETERSON AND 3.3 MI (5.3 KM) SOUTH-SOUTHWEST OF
 DR5577'HUNTSVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5577'
 DR5577'TO REACH FROM THE INTERSECTION OF OGDEN CANYON ROAD (HIGHWAY 39) AND
 DR5577'TRAPPERS LOOP ROAD (HIGHWAY 167) PROCEED SOUTHERLY 2.7 MI (4.3 KM) TO
 DR5577'THE STATION ON THE LEFT.
 DR5577'
 DR5577'IT IS 84 FT (25.6 M) SOUTHWEST OF DRIVEWAY ENTRANCE, 70 FT (21.3 M)
 DR5577'SOUTH OF THE EDGE OF TRAPPERS LOOP ROAD, 55.5 FT (16.9 M) WEST OF DIRT
 DR5577'ROAD, 0.5 FT (15 CM) NORTH OF A CARSONITE WITNESS POST.
 DR5577'
 DR5577'NOTE-THE DISK IS NOT STAMPED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5556 ***********************************************************************
 DR5556  DESIGNATION -  ROW 6250
 DR5556  PID         -  DR5556
 DR5556  STATE/COUNTY-  UT/WEBER
 DR5556  COUNTRY     -  US
 DR5556  USGS QUAD   -  CAUSEY DAM (2017)
 DR5556
 DR5556                         *CURRENT SURVEY CONTROL
 DR5556  ______________________________________________________________________
 DR5556* NAD 83(2011) POSITION- 41 21 31.02472(N) 111 35 36.57217(W)   ADJUSTED
 DR5556* NAD 83(2011) ELLIP HT-  1891.172 (meters)        (07/08/20)   ADJUSTED
 DR5556* NAD 83(2011) EPOCH   -  2010.00
 DR5556* NAVD 88 ORTHO HEIGHT -  1906.4   (meters)     6255.    (feet) GPS OBS
 DR5556  ______________________________________________________________________
 DR5556  GEOID HEIGHT    -        -15.228 (meters)                     GEOID18
 DR5556  NAD 83(2011) X  - -1,764,940.706 (meters)                     COMP
 DR5556  NAD 83(2011) Y  - -4,459,211.067 (meters)                     COMP
 DR5556  NAD 83(2011) Z  -  4,193,648.810 (meters)                     COMP
 DR5556  LAPLACE CORR    -          3.59  (seconds)                    DEFLEC18
 DR5556
 DR5556  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5556  Standards:
 DR5556         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5556            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5556  -------------------------------------------------------------------
 DR5556  NETWORK    0.91   1.69           0.42   0.31   0.86     -0.06720617
 DR5556  -------------------------------------------------------------------
 DR5556  Click here for local accuracies and other accuracy information.
 DR5556
 DR5556.The horizontal coordinates were established by GPS observations
 DR5556.and adjusted by the National Geodetic Survey in July 2020.
 DR5556
 DR5556.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5556.been affixed to the stable North American tectonic plate. See 
 DR5556.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5556
 DR5556.The horizontal coordinates are valid at the epoch date displayed above
 DR5556.which is a decimal equivalence of Year/Month/Day.
 DR5556
 DR5556.The orthometric height was determined by GPS observations and a
 DR5556.high-resolution geoid model.
 DR5556
 DR5556.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5556.GEOID18 height accuracy estimate available here.
 DR5556
 DR5556.Click photographs - Photos may exist for this station.
 DR5556
 DR5556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5556
 DR5556.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5556
 DR5556.The ellipsoidal height was determined by GPS observations
 DR5556.and is referenced to NAD 83.
 DR5556
 DR5556. The following values were computed from the NAD 83(2011) position.
 DR5556
 DR5556;                    North         East     Units Scale Factor Converg.
 DR5556;SPC UT N     - 1,113,862.442   492,177.125   MT  0.99995861   -0 03 41.9
 DR5556;SPC UT N     - 3,654,397.03  1,614,751.12   sFT  0.99995861   -0 03 41.9
 DR5556;UTM  12      - 4,578,738.194   450,357.795   MT  0.99963033   -0 23 31.8
 DR5556
 DR5556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5556!SPC UT N     -   0.99970345  x   0.99995861  =   0.99966207
 DR5556!UTM  12      -   0.99970345  x   0.99963033  =   0.99933389
 DR5556
 DR5556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL5035778738(NAD 83)
 DR5556
 DR5556                          SUPERSEDED SURVEY CONTROL
 DR5556
 DR5556.No superseded survey control is available for this station.
 DR5556
 DR5556_MARKER: DD = SURVEY DISK
 DR5556_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR5556+WITH SETTING: INFORMATION.
 DR5556_MARK LOGO: UTDT
 DR5556_PROJECTION: PROJECTING 10 CENTIMETERS
 DR5556_MAGNETIC: I = MARKER IS A STEEL ROD
 DR5556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5556+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2016
 DR5556_ROD/PIPE-DEPTH: 0.9 meters
 DR5556
 DR5556  HISTORY     - Date     Condition        Report By
 DR5556  HISTORY     - UNK      MONUMENTED       UTDT
 DR5556  HISTORY     - 20161019 GOOD             UT-057
 DR5556
 DR5556                          STATION DESCRIPTION
 DR5556
 DR5556'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5556'THE STATION IS LOCATED ABOUT 19.7 MI (31.7 KM) EAST-NORTHEAST OF NORTH
 DR5556'OGDEN, 18.7 MI (30.1 KM) SOUTHEAST OF PARADISE AND 12.0 MI (19.3 KM)
 DR5556'NORTHEAST OF HUNTSVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5556'
 DR5556'TO REACH FROM THE INTERSECTION OF HIGHWAY 39 AND 7800 EAST HUNTSVILLE
 DR5556'UT PROCEED EAST ON HIGHWAY 39 13.9 MI (22.4 KM) TO THE STATION ON THE
 DR5556'RIGHT.
 DR5556'
 DR5556'IS 49.5 FT (15.1 M) NORTH-NORTHEAST OF THE CENTER STRIPE OF HIGHWAY
 DR5556'39, 1.25 FT (0.4 M) NORTHEAST OF A FIBERGLASS WITNESS POST.
 DR5556'
 DR5556'NOTE-THE DISK IS NOT STAMPED WITH STATIONING, ELEVATION OR DATE. PIPE
 DR5556'OF UNKNOWN DEPTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5576 ***********************************************************************
 DR5576  DESIGNATION -  ROW 6427
 DR5576  PID         -  DR5576
 DR5576  STATE/COUNTY-  UT/WEBER
 DR5576  COUNTRY     -  US
 DR5576  USGS QUAD   -  CAUSEY DAM (2017)
 DR5576
 DR5576                         *CURRENT SURVEY CONTROL
 DR5576  ______________________________________________________________________
 DR5576* NAD 83(2011) POSITION- 41 22 13.70941(N) 111 35 26.86872(W)   ADJUSTED
 DR5576* NAD 83(2011) ELLIP HT-  1945.160 (meters)        (07/08/20)   ADJUSTED
 DR5576* NAD 83(2011) EPOCH   -  2010.00
 DR5576* NAVD 88 ORTHO HEIGHT -  1960.4   (meters)     6432.    (feet) GPS OBS
 DR5576  ______________________________________________________________________
 DR5576  GEOID HEIGHT    -        -15.188 (meters)                     GEOID18
 DR5576  NAD 83(2011) X  - -1,764,425.518 (meters)                     COMP
 DR5576  NAD 83(2011) Y  - -4,458,522.356 (meters)                     COMP
 DR5576  NAD 83(2011) Z  -  4,194,673.096 (meters)                     COMP
 DR5576  LAPLACE CORR    -          1.80  (seconds)                    DEFLEC18
 DR5576
 DR5576  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5576  Standards:
 DR5576         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5576            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5576  -------------------------------------------------------------------
 DR5576  NETWORK    0.70   1.39           0.31   0.26   0.71     -0.09905970
 DR5576  -------------------------------------------------------------------
 DR5576  Click here for local accuracies and other accuracy information.
 DR5576
 DR5576.The horizontal coordinates were established by GPS observations
 DR5576.and adjusted by the National Geodetic Survey in July 2020.
 DR5576
 DR5576.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5576.been affixed to the stable North American tectonic plate. See 
 DR5576.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5576
 DR5576.The horizontal coordinates are valid at the epoch date displayed above
 DR5576.which is a decimal equivalence of Year/Month/Day.
 DR5576
 DR5576.The orthometric height was determined by GPS observations and a
 DR5576.high-resolution geoid model.
 DR5576
 DR5576.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5576.GEOID18 height accuracy estimate available here.
 DR5576
 DR5576.Click photographs - Photos may exist for this station.
 DR5576
 DR5576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5576
 DR5576.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5576
 DR5576.The ellipsoidal height was determined by GPS observations
 DR5576.and is referenced to NAD 83.
 DR5576
 DR5576. The following values were computed from the NAD 83(2011) position.
 DR5576
 DR5576;                    North         East     Units Scale Factor Converg.
 DR5576;SPC UT N     - 1,115,178.982   492,404.036   MT  0.99995902   -0 03 35.5
 DR5576;SPC UT N     - 3,658,716.38  1,615,495.57   sFT  0.99995902   -0 03 35.5
 DR5576;UTM  12      - 4,580,052.971   450,592.221   MT  0.99963004   -0 23 25.7
 DR5576
 DR5576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5576!SPC UT N     -   0.99969499  x   0.99995902  =   0.99965402
 DR5576!UTM  12      -   0.99969499  x   0.99963004  =   0.99932514
 DR5576
 DR5576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL5059280052(NAD 83)
 DR5576
 DR5576                          SUPERSEDED SURVEY CONTROL
 DR5576
 DR5576.No superseded survey control is available for this station.
 DR5576
 DR5576_MARKER: DU = BOUNDARY MARKER
 DR5576_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DR5576_SP_SET: PIPE AND CAP SET IN CONCRETE
 DR5576_MARK LOGO: UTDT
 DR5576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5576+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2016
 DR5576
 DR5576  HISTORY     - Date     Condition        Report By
 DR5576  HISTORY     - UNK      MONUMENTED       UTDT
 DR5576  HISTORY     - 20161019 GOOD             UT-057
 DR5576
 DR5576                          STATION DESCRIPTION
 DR5576
 DR5576'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5576'THE STATION IS LOCATED ABOUT 19.7 MI (31.7 KM) EAST-NORTHEAST OF NORTH
 DR5576'OGDEN, 18.7 MI (30.1 KM) SOUTHEAST OF PARADISE AND 12.0 MI (19.3 KM)
 DR5576'NORTHEAST OF HUNTSVILLE.
 DR5576'
 DR5576'TO REACH FROM THE INTERSECTION OF MAIN STREET AND 7800 EAST PROCEED
 DR5576'EASTERLY 13.9 MI (22.4 KM) TO THE STATION ON THE LEFT.  THE
 DR5576'APPROXIMATE ADDRESS OF THE MARK IS 6227 NORTH HIGHWAY 39.
 DR5576'
 DR5576'IT IS 53.5 FT (16.3 M) WEST OF THE CENTERLINE OF HIGHWAY 39, 51 FT
 DR5576'(15.5 M) EAST OF TOE OF SLOPE, 3 FT (0.9 M) NORTH OF A SMALL BOULDER,
 DR5576'0.75 FT (23 CM) SOUTH OF CARSONITE WITNESS POST.NOTE-THE DISK IS NOT
 DR5576'STAMPED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0729 ***********************************************************************
 MS0729  DESIGNATION -  ROZELL ET
 MS0729  PID         -  MS0729
 MS0729  STATE/COUNTY-  UT/BOX ELDER
 MS0729  COUNTRY     -  US
 MS0729  USGS QUAD   -  ROZEL POINT (2017)
 MS0729
 MS0729                         *CURRENT SURVEY CONTROL
 MS0729  ______________________________________________________________________
 MS0729* NAD 83(1994) POSITION- 41 26 52.27311(N) 112 39 49.35760(W)   ADJUSTED
 MS0729* NAVD 88 ORTHO HEIGHT -  1413.6   (meters)     4638.    (feet) VERTCON3
 MS0729  ______________________________________________________________________
 MS0729  GEOID HEIGHT    -        -16.427 (meters)                     GEOID18
 MS0729  LAPLACE CORR    -          2.26  (seconds)                    DEFLEC18
 MS0729  HORZ ORDER      -  SECOND
 MS0729
 MS0729.The horizontal coordinates were established by classical geodetic methods
 MS0729.and adjusted by the National Geodetic Survey in June 1998.
 MS0729
 MS0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0729
 MS0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0729.GEOID18 height accuracy estimate available here.
 MS0729
 MS0729.Click photographs - Photos may exist for this station.
 MS0729
 MS0729.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0729
 MS0729. The following values were computed from the NAD 83(1994) position.
 MS0729
 MS0729;                    North         East     Units Scale Factor Converg.
 MS0729;SPC UT N     - 1,124,419.609   402,763.263   MT  0.99996274   -0 46 02.3
 MS0729;SPC UT N     - 3,689,033.33  1,321,399.14   sFT  0.99996274   -0 46 02.3
 MS0729;UTM  12      - 4,589,810.781   361,028.332   MT  0.99983768   -1 06 05.2
 MS0729
 MS0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0729!SPC UT N     -   0.99978090  x   0.99996274  =   0.99974365
 MS0729!UTM  12      -   0.99978090  x   0.99983768  =   0.99961862
 MS0729
 MS0729:                Primary Azimuth Mark                     Grid Az
 MS0729:SPC UT N     -  PROM ET                                  330 52 39.7
 MS0729:UTM  12      -  PROM ET                                  331 12 42.6
 MS0729
 MS0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL6102889810(NAD 83)
 MS0729
 MS0729|---------------------------------------------------------------------|
 MS0729| PID    Reference Object                     Distance      Geod. Az  |
 MS0729|                                                           dddmmss.s |
 MS0729| MS0724 MIDDLE PROMONTORY CAIRN             APPROX.15.8 KM 1101546.8 |
 MS0729| CM5912 ROZELL RM 1                           7.178 METERS 22922     |
 MS0729| CM5913 ROZELL RM 2                           5.191 METERS 32458     |
 MS0729| MS0747 PROM ET                             APPROX.13.9 KM 3300637.4 |
 MS0729|---------------------------------------------------------------------|
 MS0729
 MS0729                          SUPERSEDED SURVEY CONTROL
 MS0729
 MS0729  NAD 83(1993)-  41 26 52.26796(N)    112 39 49.34709(W) AD(       ) 2
 MS0729  NAD 83(1986)-  41 26 52.26288(N)    112 39 49.34120(W) AD(       ) 2
 MS0729  NAD 27      -  41 26 52.52099(N)    112 39 46.42791(W) AD(       ) 2
 MS0729  NGVD 29 (07/19/86) 1412.6    (m)         4635.     (f) VERT ANG       
 MS0729
 MS0729.Superseded values are not recommended for survey control.
 MS0729
 MS0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0729.See file dsdata.pdf to determine how the superseded data were derived.
 MS0729
 MS0729_MARKER: DD = SURVEY DISK
 MS0729_SETTING: 80 = SET IN A BOULDER
 MS0729_STAMPING: ET ROZELL 1966
 MS0729_MARK LOGO: USGS
 MS0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0729+STABILITY: SURFACE MOTION
 MS0729
 MS0729  HISTORY     - Date     Condition        Report By
 MS0729  HISTORY     - 1966     MONUMENTED       USGS
 MS0729
 MS0729                          STATION DESCRIPTION
 MS0729
 MS0729'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (EEM)
 MS0729'LOCATED ABOUT 36.5 MI. (AIRLINE) S. OF SNOWVILLE.  ABOUT 34.5
 MS0729'MI. W. OF BRIGHAM CITY.  ON THE HIGHEST POINT OF A LONG
 MS0729'PARTIALLY BRUSH-COVERED HILL WHICH IS BOUNDED ON THE S. AND SW.
 MS0729'BY THE GREAT SALT LAKE.  THE TOP IS QUITE FLAT AND THE STATION
 MS0729'APPEARS TO BE MORE TO THE NE. RIM OF THE HILL.
 MS0729'
 MS0729'TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAYS 30S, 191, AND UTAH
 MS0729'STATE 83 IN CORINNE, DRIVE W. ON HIGHWAY 83 FOR 17.1 MI. TO A
 MS0729'INTERSECTION.  TURN LEFT AND DRIVE 2 MI. TO A Y-RD.  TAKE RIGHT
 MS0729'FORK FOR 4.5 MI. TO A CROSSROAD.  TURN LEFT AND DRIVE 1.1 MI. TO
 MS0729'THE GOLDEN SPIKE MONUMENT.  CONTINUE PAST THE MONUMENT FOR
 MS0729'5.6 MI. TO A FORK.  TAKE LEFT FORK 1.5 MI. TO A FORK.  TAKE
 MS0729'RIGHT FORK FOR 2.5 MI. TO STATION 5-47A ON LEFT.  CONTINUE
 MS0729'ON PAST STATION FOR ANOTHER 4.3 MI. KEEPING ON MAIN-TRAVELED
 MS0729'RD.  TO BM 28 FMK.  TURN RIGHT (W.) OFF RD. AND DRIVE
 MS0729'CROSS-COUNTRY 1 MI. TO TOP OF HILL AND STATION.
 MS0729'
 MS0729'NOTE--A FOUR-WHEEL DRIVE VEHICLE IS NECESSARY TO DRIVE TO TOP
 MS0729'OF HILL.
 MS0729'
 MS0729'STATION MARK--A STANDARD TABLET STAMPED ROZELL ET 1966 CEMENTED IN
 MS0729'A LARGE FLAT ROCK JUST ABOVE GROUND LEVEL.
 MS0729'
 MS0729'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 MS0729'NO 1 1966, CEMENTED IN BEDROCK.
 MS0729'
 MS0729'REFERENCE NO. 2--STANDARD REFERENCE MARK TABLET STAMPED NO 2 1966,
 MS0729'CEMENTED IN BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0671 ***********************************************************************
 LN0671  DESIGNATION -  RSCS 1
 LN0671  PID         -  LN0671
 LN0671  STATE/COUNTY-  UT/UINTAH
 LN0671  COUNTRY     -  US
 LN0671  USGS QUAD   -  DYER MOUNTAIN (2017)
 LN0671
 LN0671                         *CURRENT SURVEY CONTROL
 LN0671  ______________________________________________________________________
 LN0671* NAD 83(1994) POSITION- 40 37 46.27347(N) 109 30 15.41304(W)   ADJUSTED
 LN0671* NAVD 88 ORTHO HEIGHT -  2221.    (meters)     7287.    (feet) VERTCON3
 LN0671  ______________________________________________________________________
 LN0671  GEOID HEIGHT    -        -14.939 (meters)                     GEOID18
 LN0671  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 LN0671  HORZ ORDER      -  THIRD
 LN0671
 LN0671.The horizontal coordinates were established by classical geodetic methods
 LN0671.and adjusted by the National Geodetic Survey in November 1997.
 LN0671
 LN0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0671
 LN0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0671.GEOID18 height accuracy estimate available here.
 LN0671
 LN0671.Click photographs - Photos may exist for this station.
 LN0671
 LN0671.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0671
 LN0671. The following values were computed from the NAD 83(1994) position.
 LN0671
 LN0671;                    North         East     Units Scale Factor Converg.
 LN0671;SPC UT C     - 2,256,813.063   668,831.956   MT  0.99999497   +1 16 42.3
 LN0671;SPC UT C     - 7,404,227.52  2,194,326.18   sFT  0.99999497   +1 16 42.3
 LN0671;UTM  12      - 4,498,706.912   626,496.151   MT  0.99979696   +0 58 26.7
 LN0671
 LN0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0671!SPC UT C     -   0.99965400  x   0.99999497  =   0.99964898
 LN0671!UTM  12      -   0.99965400  x   0.99979696  =   0.99945104
 LN0671
 LN0671:                Primary Azimuth Mark                     Grid Az
 LN0671:SPC UT C     -  RED                                      226 04 21.3
 LN0671:UTM  12      -  RED                                      226 22 36.9
 LN0671
 LN0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK2649698706(NAD 83)
 LN0671
 LN0671|---------------------------------------------------------------------|
 LN0671| PID    Reference Object                     Distance      Geod. Az  |
 LN0671|                                                           dddmmss.s |
 LN0671| LN0675 RED                                 APPROX. 5.8 KM 2272103.6 |
 LN0671|---------------------------------------------------------------------|
 LN0671
 LN0671                          SUPERSEDED SURVEY CONTROL
 LN0671
 LN0671  NAD 83(1993)-  40 37 46.27299(N)    109 30 15.41240(W) AD(       ) 3
 LN0671  NAD 83(1986)-  40 37 46.25331(N)    109 30 15.40002(W) AD(       ) 3
 LN0671  NAD 27      -  40 37 46.40181(N)    109 30 12.90198(W) AD(       ) 3
 LN0671  NGVD 29 (07/19/86) 2220.     (m)         7283.     (f) VERT ANG       
 LN0671
 LN0671.Superseded values are not recommended for survey control.
 LN0671
 LN0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0671.See file dsdata.pdf to determine how the superseded data were derived.
 LN0671
 LN0671_MARKER: DD = SURVEY DISK
 LN0671_SETTING: 66 = SET IN ROCK OUTCROP
 LN0671_STAMPING: RSCS-1 1949
 LN0671_MARK LOGO: USGS
 LN0671_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0671+STABILITY: POSITION/ELEVATION WELL
 LN0671
 LN0671  HISTORY     - Date     Condition        Report By
 LN0671  HISTORY     - 1949     MONUMENTED       USGS
 LN0671
 LN0671                          STATION DESCRIPTION
 LN0671
 LN0671'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LN0671'LOCATED IN THE ASHLEY NATIONAL FOREST ABOUT 13 MI. NE. OF VERNAL UTAH,
 LN0671'AND ABOUT 1,000 FT. N. OF THE BRUSH CREEK GORGE IN A THICKET OF
 LN0671'JUNIPER ON THE S. END OF AN S. SPUR RIDGE IN SEC.24 T.2 S. R.21 E.
 LN0671'
 LN0671'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 40 AND
 LN0671'STATE HIGHWAY 44 GO  N. ON STATE HIGHWAY 44 FOR 22.2 MI. TO A RD. FORK
 LN0671'AND SIGN ---OAKS PARK-12---, THEN LEFT, WESTERLY FOR 0.5 MI.TO A T-RD.
 LN0671'S. AND SIGN ---COLTON RANGER STATION-3---, THEN LEFT SOUTHERLY FOR 1.7
 LN0671'MI. TO RD. FORK, THEN LEFT SOUTHERLY FOR 0.3 MI. TO AN E-W. FENCE.
 LN0671'
 LN0671'PASS THROUGH GATE AND CONTINUE ON SAME RD. FOR 0.2 MI. TO RD. FORK,
 LN0671'THEN RIGHT MAIN FORK, FOR 1.0 MI. TO A RD. FORK, THEN LEFT, SOUTHERLY
 LN0671'ON DIM FORK FOR 0.3 MI. TO AN E-W. FENCE.  PASS THROUGH GATE AND TURN
 LN0671'LEFT FOLLOWING FAINT TRAIL FOR 0.25 MI., THEN RIGHT SOUTHERLY, FOR
 LN0671'0.05 MI. TO TOP OF RIDGE, THEN CONTINUE SOUTHERLY, FOLLOWING ALONG
 LN0671'HIGHEST PART OF RIDGE FOR 0.65 MI., THEN LEFT ALONG E. EDGE OF BRUSH
 LN0671'CREEK GORGE FOR 0.35 MI., THEN LEFT SOUTHEASTERLY FOR 0.05 MI. ACROSS
 LN0671'SMALL DRAW, THEN RIGHT, SOUTHEASTERLY FOR 0.2 MI. AND STATION.
 LN0671'
 LN0671'STATION MARK - STANDARD TABLET SET IN ROCK OUTCROP, STAMPED ---RSCS-1
 LN0671'1949---.
 LN0671'
 LN0671'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER DRIVEN INTO TRUNK OF
 LN0671'JUNIPER TREE, DISTANCE OF 16.5 FT., N 02 DEG 28 MIN W,
 LN0671'FROM STATION.
 LN0671'
 LN0671'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER DRIVEN INTO TRUNK OF
 LN0671'JUNIPER TREE, DISTANCE OF 18.3 FT., N 71 DEG 53 MIN E,
 LN0671'FROM STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0670 ***********************************************************************
 MR0670  DESIGNATION -  RUFF
 MR0670  PID         -  MR0670
 MR0670  STATE/COUNTY-  UT/RICH
 MR0670  COUNTRY     -  US
 MR0670  USGS QUAD   -  NEPONSET RESERVOIR NE (2017)
 MR0670
 MR0670                         *CURRENT SURVEY CONTROL
 MR0670  ______________________________________________________________________
 MR0670* NAD 83(1994) POSITION- 41 27 49.06365(N) 111 06 06.00731(W)   ADJUSTED
 MR0670* NAVD 88 ORTHO HEIGHT -  1936.60  (+/-2cm)     6353.7   (feet) VERTCON3
 MR0670  ______________________________________________________________________
 MR0670  GEOID HEIGHT    -        -15.259 (meters)                     GEOID18
 MR0670  LAPLACE CORR    -          2.64  (seconds)                    DEFLEC18
 MR0670  HORZ ORDER      -  FIRST
 MR0670  VERT ORDER      -  THIRD ? (See Below)
 MR0670
 MR0670.The horizontal coordinates were established by classical geodetic methods
 MR0670.and adjusted by the National Geodetic Survey in November 1997.
 MR0670
 MR0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0670
 MR0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0670.GEOID18 height accuracy estimate available here.
 MR0670
 MR0670.The vertical order pertains to the NGVD 29 superseded value.
 MR0670
 MR0670.Click photographs - Photos may exist for this station.
 MR0670
 MR0670.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0670
 MR0670. The following values were computed from the NAD 83(1994) position.
 MR0670
 MR0670;                    North         East     Units Scale Factor Converg.
 MR0670;SPC UT N     - 1,125,596.744   533,276.416   MT  0.99996373   +0 15 45.5
 MR0670;SPC UT N     - 3,692,895.32  1,749,591.04   sFT  0.99996373   +0 15 45.5
 MR0670;SPC WY W     -   207,508.320   714,930.099   MT  1.00002653   -0 40 27.6
 MR0670;SPC WY W     -   680,800.21  2,345,566.50   sFT  1.00002653   -0 40 27.6
 MR0670;UTM  12      - 4,590,231.322   491,509.702   MT  0.99960089   -0 04 02.3
 MR0670
 MR0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0670!SPC UT N     -   0.99969873  x   0.99996373  =   0.99966247
 MR0670!SPC WY W     -   0.99969873  x   1.00002653  =   0.99972525
 MR0670!UTM  12      -   0.99969873  x   0.99960089  =   0.99929974
 MR0670
 MR0670:                Primary Azimuth Mark                     Grid Az
 MR0670:SPC UT N     -  ROUTE 3 MARK                             327 48 37.2
 MR0670:SPC WY W     -  ROUTE 3 MARK                             328 44 50.3
 MR0670:UTM  12      -  ROUTE 3 MARK                             328 08 25.0
 MR0670
 MR0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL9150990231(NAD 83)
 MR0670
 MR0670|---------------------------------------------------------------------|
 MR0670| PID    Reference Object                     Distance      Geod. Az  |
 MR0670|                                                           dddmmss.s |
 MR0670| CM5918 RUFF RM 1                            31.004 METERS 06106     |
 MR0670| CM5919 RUFF RM 2                            11.357 METERS 31633     |
 MR0670| MR0671 ROUTE 3 MARK                        APPROX. 2.1 KM 3280422.7 |
 MR0670|---------------------------------------------------------------------|
 MR0670
 MR0670                          SUPERSEDED SURVEY CONTROL
 MR0670
 MR0670  NAD 83(1993)-  41 27 49.06369(N)    111 06 06.00736(W) AD(       ) 1
 MR0670  NAD 83(1986)-  41 27 49.05041(N)    111 06 05.99830(W) AD(       ) 1
 MR0670  NAD 27      -  41 27 49.25130(N)    111 06 03.31260(W) AD(       ) 1
 MR0670  NGVD 29            1935.25   (m)         6349.2    (f) LEVELING    3  
 MR0670
 MR0670.Superseded values are not recommended for survey control.
 MR0670
 MR0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0670.See file dsdata.pdf to determine how the superseded data were derived.
 MR0670
 MR0670_MARKER: DS = TRIANGULATION STATION DISK
 MR0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0670+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2010
 MR0670
 MR0670  HISTORY     - Date     Condition        Report By
 MR0670  HISTORY     - 1962     MONUMENTED       CGS
 MR0670  HISTORY     - 1966     GOOD             USGS
 MR0670  HISTORY     - 20101212 GOOD             GEOCAC
 MR0670
 MR0670                          STATION DESCRIPTION
 MR0670
 MR0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0670'THE STATION IS LOCATED ALONG THE SOUTHWEST SIDE OF UTAH STATE
 MR0670'HIGHWAY 3.  IT IS 2-1/2 MILES WEST OF THE UTAH-WYOMING STATE
 MR0670'LINE, 5-1/4 MILES SOUTHEAST OF WOODRUFF, UTAH AND 15 MILES
 MR0670'NORTHWEST OF EVANSTON WYOMING.
 MR0670'
 MR0670'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30S AND STATE HIGHWAY
 MR0670'89 IN EVANSTON GO NORTHERLY ON WYOMING STATE HIGHWAY 89 FOR
 MR0670'5.6 MILES TO A SMALL AIRPORT ON THE LEFT.  CONTINUE AHEAD ON
 MR0670'THE HIGHWAY FOR 6.15 MILES TO THE UTAH-WYOMING STATE LINE.
 MR0670'(THE HIGHWAY BECOMES UTAH STATE HIGHWAY 3 AT THIS POINT).
 MR0670'CONTINUE AHEAD ON THE HIGHWAY NORTHWESTERLY FOR 4.65 MILES
 MR0670'TO THE TOP OF A RISE AND THE STATION ON THE LEFT.  TO REACH
 MR0670'THE USBR BM, CONTINUE NORTHWESTERLY ON THE HIGHWAY FOR 1.3
 MR0670'MILES TO THE MARK ON THE LEFT SIDE OF THE HIGHWAY.
 MR0670'
 MR0670'THE STATION MARK IS A STANDARD DISK, STAMPED RUFF 1962,
 MR0670'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0670'6 INCHES.  IT IS 4.5 FEET SOUTHWEST OF A WITNESS POST, 9 FEET
 MR0670'NORTHEAST OF A FENCE AND 53 FEET SOUTHWEST OF THE CENTERLINE
 MR0670'OF UTAH STATE HIGHWAY 3.
 MR0670'
 MR0670'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RUFF NO 1 1962,
 MR0670'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0670'6 INCHES.  IT IS 1 FOOT SOUTHWEST OF A FENCE AND 3 FEET HIGHER
 MR0670'THAN THE STATION MARK.
 MR0670'
 MR0670'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RUFF NO 2 1962,
 MR0670'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 MR0670'THE SURFACE OF THE GROUND.  IT IS 1 FOOT NORTHEAST OF A FENCE
 MR0670'AND 8 INCHES LOWER THAN THE STATION MARK.
 MR0670'
 MR0670'USBR BM IS A U.S. BUREAU OF RECLAMATION BENCH MARK DISK, UNSTAMPED,
 MR0670'CEMENTED IN THE TOP OF A 3 INCH IRON PIPE THAT PROJECTS 8
 MR0670'INCHES.  THE MARK IS 2 FEET SOUTHEAST OF A WITNESS POST, 24
 MR0670'FEET NORTHEAST OF A FENCE, 50 FEET SOUTHWEST OF THE CENTERLINE
 MR0670'OF UTAH STATE HIGHWAY 3 AND IS 6 FEET HIGHER THAN THE HIGHWAY.
 MR0670
 MR0670                          STATION RECOVERY (1966)
 MR0670
 MR0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MR0670'RECOVERED IN GOOD CONDITION.
 MR0670
 MR0670                          STATION RECOVERY (2010)
 MR0670
 MR0670'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 MR0670'ALL REFERENCE OBJECTS ALSO FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3689 ***********************************************************************
 AA3689  CBN         -  This is a Cooperative Base Network Control Station.
 AA3689  DESIGNATION -  RUSS
 AA3689  PID         -  AA3689
 AA3689  STATE/COUNTY-  UT/SALT LAKE
 AA3689  COUNTRY     -  US
 AA3689  USGS QUAD   -  DRAPER (2017)
 AA3689
 AA3689                         *CURRENT SURVEY CONTROL
 AA3689  ______________________________________________________________________
 AA3689* NAD 83(2011) POSITION- 40 31 25.73988(N) 111 51 17.42075(W)   ADJUSTED
 AA3689* NAD 83(2011) ELLIP HT-  1363.710 (meters)        (06/27/12)   ADJUSTED
 AA3689* NAD 83(2011) EPOCH   -  2010.00
 AA3689* NAVD 88 ORTHO HEIGHT -  1380.7   (meters)     4530.    (feet) GPS OBS
 AA3689  ______________________________________________________________________
 AA3689  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AA3689  GEOID HEIGHT    -        -16.986 (meters)                     GEOID09
 AA3689  GEOID HEIGHT    -        -17.018 (meters)                     GEOID18
 AA3689  NAD 83(2011) X  - -1,807,733.995 (meters)                     COMP
 AA3689  NAD 83(2011) Y  - -4,507,141.703 (meters)                     COMP
 AA3689  NAD 83(2011) Z  -  4,123,256.672 (meters)                     COMP
 AA3689  LAPLACE CORR    -         11.36  (seconds)                    DEFLEC18
 AA3689
 AA3689  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3689  Standards:
 AA3689         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3689            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3689  -------------------------------------------------------------------
 AA3689  NETWORK    0.58   1.25           0.26   0.21   0.64     -0.14837427
 AA3689  -------------------------------------------------------------------
 AA3689  Click here for local accuracies and other accuracy information.
 AA3689
 AA3689.The horizontal coordinates were established by GPS observations
 AA3689.and adjusted by the National Geodetic Survey in June 2012.
 AA3689
 AA3689.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3689.been affixed to the stable North American tectonic plate. See 
 AA3689.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3689
 AA3689.The horizontal coordinates are valid at the epoch date displayed above
 AA3689.which is a decimal equivalence of Year/Month/Day.
 AA3689
 AA3689.The orthometric height was determined by GPS observations and a
 AA3689.high-resolution geoid model.
 AA3689
 AA3689.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3689.GEOID18 height accuracy estimate available here.
 AA3689
 AA3689.Click photographs - Photos may exist for this station.
 AA3689
 AA3689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3689
 AA3689.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3689
 AA3689.The ellipsoidal height was determined by GPS observations
 AA3689.and is referenced to NAD 83.
 AA3689
 AA3689. The following values were computed from the NAD 83(2011) position.
 AA3689
 AA3689;                    North         East     Units Scale Factor Converg.
 AA3689;SPC UT C     - 2,243,251.340   469,932.673   MT  0.99997105   -0 13 38.3
 AA3689;SPC UT C     - 7,359,733.77  1,541,770.78   sFT  0.99997105   -0 13 38.3
 AA3689;UTM  12      - 4,486,249.370   427,591.385   MT  0.99966454   -0 33 19.7
 AA3689
 AA3689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3689!SPC UT C     -   0.99978612  x   0.99997105  =   0.99975718
 AA3689!UTM  12      -   0.99978612  x   0.99966454  =   0.99945073
 AA3689
 AA3689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2759186249(NAD 83)
 AA3689
 AA3689                          SUPERSEDED SURVEY CONTROL
 AA3689
 AA3689  NAD 83(2007)-  40 31 25.73957(N)    111 51 17.42148(W) AD(2002.00) 0
 AA3689  ELLIP H (02/10/07) 1363.723  (m)                       GP(2002.00)    
 AA3689  ELLIP H (06/28/00) 1363.746  (m)                       GP(       ) 4 1
 AA3689  NAD 83(1994)-  40 31 25.73876(N)    111 51 17.42010(W) AD(       ) B
 AA3689  ELLIP H (04/21/95) 1363.794  (m)                       GP(       ) 4 1
 AA3689  NAVD 88 (06/28/00) 1380.7    (m)  GEOID99  model used  GPS OBS        
 AA3689  NAVD 88 (04/21/95) 1380.8    (m)  GEOID93  model used  GPS OBS        
 AA3689
 AA3689.Superseded values are not recommended for survey control.
 AA3689
 AA3689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3689.See file dsdata.pdf to determine how the superseded data were derived.
 AA3689
 AA3689_MARKER: DD = SURVEY DISK
 AA3689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3689_STAMPING: RUSS 1993
 AA3689_MARK LOGO: SLCS
 AA3689_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3689+STABILITY: SURFACE MOTION
 AA3689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3689+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1999
 AA3689
 AA3689  HISTORY     - Date     Condition        Report By
 AA3689  HISTORY     - 1993     MONUMENTED       UT-035
 AA3689  HISTORY     - 19990618 GOOD             SLCS
 AA3689
 AA3689                          STATION DESCRIPTION
 AA3689
 AA3689'DESCRIBED BY SALT LAKE COUNTY UTAH 1993 (CL)
 AA3689'STATION IS LOCATED ABOUT 27 KM (16.75 MI) SOUTH OF SALT LAKE CITY, 3
 AA3689'KM (1.85 MI) EAST OF INTERSTATE HIGHWAY 15, IN DRAPER, IN DRAPER PARK,
 AA3689'AT THE NORTH END OF A LOW GRASS KNOLL IN THE MIDDLE OF THE PARK, AND
 AA3689'ON THE EAST SIDE OF A DIRT PARKING AREA.  OWNERSHIP--CITY OF DRAPER.
 AA3689'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 15
 AA3689'AND STATE HIGHWAY 71 (EXIT 294) BETWEEN RIVERTON AND DRAPER, GO EAST
 AA3689'ON HIGHWAY 71 (12300 SOUTH) FOR 1.76 KM (1.10 MI) TO A CROSSROAD (700
 AA3689'EAST)WHERE HIGHWAY 71 TURNS LEFT.  CONTINUE EAST ON 12300 SOUTH FOR
 AA3689'0.46 KM (0.30 MI) TO A CROSS STREET.  TURN RIGHT, SOUTH, ON 900 EAST,
 AA3689'FOR 0.20 KM (0.10 MI) TO A CROSS STREET.  TURN LEFT, EAST, ON 12400
 AA3689'SOUTH FOR 0.74 KM (0.45 MI) TO A FORK AT A RAILROAD CROSSING.  BEAR
 AA3689'RIGHT, SOUTHEAST, ON PAVED ROAD ALONGSIDE TRACK FOR 0.17 KM (0.10 MI)
 AA3689'TO THE PARK ENTRANCE ON THE RIGHT.  TURN RIGHT, SOUTHWEST, THROUGH
 AA3689'UNLOCKED GATE, ON DIRT LANE FOR 0.11 KM (0.05 MI) TO PARKING AREA ON
 AA3689'THE LEFT AT BRICK BATHROOMS AND STATION ON THE LEFT. STATION MARK IS A
 AA3689'TRIANGULAR-SHAPED COUNTY DISK SET IN THE TOP OF A 22 CM ROUND CONCRETE
 AA3689'POST 7 CM BELOW GROUND, INSIDE OF A CAST IRON RING AND LID SET IN A
 AA3689'1.2 M (3.9 FT) SQUARE CONCRETE PAD PROJECTING FLUSH WITH THE GROUND.
 AA3689'THE LETTERS 'GPS HARN' ARE ETCHED IN THE PAD. IT IS 55.7 M (182.7 FT)
 AA3689'EAST OF THE SOUTH CORNER OF THE BRICK BATHROOMS, 23.0 M (75.5 FT)
 AA3689'NORTH OF THE NORTH CORNER OF A 9 M (29.5 FT) X 15 M (49.2 FT) CONCRETE
 AA3689'PAD, 36.6 M (120.1 FT) SOUTH OF THE EAST CORNER OF A FENCE AROUND THE
 AA3689'HORSESHOE PITS, AND ABOUT 2 M (6.6 FT) HIGHER THAN THE GENERAL AREA.
 AA3689'DESCRIBED BY G.R.HEID
 AA3689
 AA3689                          STATION RECOVERY (1999)
 AA3689
 AA3689'RECOVERY NOTE BY SALT LAKE COUNTY SURVEYOR 1999 (DW)
 AA3689'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0472 ***********************************************************************
 JM0472  DESIGNATION -  RYAN
 JM0472  PID         -  JM0472
 JM0472  STATE/COUNTY-  UT/GRAND
 JM0472  COUNTRY     -  US
 JM0472  USGS QUAD   -  BLUE CHIEF MESA (2017)
 JM0472
 JM0472                         *CURRENT SURVEY CONTROL
 JM0472  ______________________________________________________________________
 JM0472* NAD 83(1994) POSITION- 38 51 56.04061(N) 109 11 09.31777(W)   ADJUSTED
 JM0472* NAVD 88 ORTHO HEIGHT -  1683.9   (meters)     5525.    (feet) VERTCON3
 JM0472  ______________________________________________________________________
 JM0472  GEOID HEIGHT    -        -19.021 (meters)                     GEOID18
 JM0472  LAPLACE CORR    -         11.32  (seconds)                    DEFLEC18
 JM0472  HORZ ORDER      -  THIRD
 JM0472
 JM0472.The horizontal coordinates were established by classical geodetic methods
 JM0472.and adjusted by the National Geodetic Survey in November 1997.
 JM0472
 JM0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0472
 JM0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0472.GEOID18 height accuracy estimate available here.
 JM0472
 JM0472.Click photographs - Photos may exist for this station.
 JM0472
 JM0472.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0472
 JM0472. The following values were computed from the NAD 83(1994) position.
 JM0472
 JM0472;                    North         East     Units Scale Factor Converg.
 JM0472;SPC UT C     - 2,061,687.931   700,824.837   MT  1.00004072   +1 28 56.5
 JM0472;SPC UT C     - 6,764,054.49  2,299,289.49   sFT  1.00004072   +1 28 56.5
 JM0472;UTM  12      - 4,303,422.296   657,386.694   MT  0.99990503   +1 08 18.8
 JM0472
 JM0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0472!SPC UT C     -   0.99973885  x   1.00004072  =   0.99977956
 JM0472!UTM  12      -   0.99973885  x   0.99990503  =   0.99964390
 JM0472
 JM0472:                Primary Azimuth Mark                     Grid Az
 JM0472:SPC UT C     -  MCGRAW                                   301 55 22.7
 JM0472:UTM  12      -  MCGRAW                                   302 16 00.4
 JM0472
 JM0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ5738603422(NAD 83)
 JM0472
 JM0472|---------------------------------------------------------------------|
 JM0472| PID    Reference Object                     Distance      Geod. Az  |
 JM0472|                                                           dddmmss.s |
 JM0472| JM0490 MCGRAW                              APPROX. 7.6 KM 3032419.2 |
 JM0472|---------------------------------------------------------------------|
 JM0472
 JM0472                          SUPERSEDED SURVEY CONTROL
 JM0472
 JM0472  NAD 83(1992)-  38 51 56.01978(N)    109 11 09.31404(W) AD(       ) 3
 JM0472  NAD 83(1986)-  38 51 56.02024(N)    109 11 09.31417(W) AD(       ) 3
 JM0472  NAD 27      -  38 51 56.10755(N)    109 11 06.90822(W) AD(       ) 3
 JM0472  NGVD 29 (07/19/86) 1682.8    (m)         5521.     (f) VERT ANG       
 JM0472
 JM0472.Superseded values are not recommended for survey control.
 JM0472
 JM0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0472.See file dsdata.pdf to determine how the superseded data were derived.
 JM0472
 JM0472_MARKER: DB = BENCH MARK DISK
 JM0472_SETTING: 66 = SET IN ROCK OUTCROP
 JM0472_STAMPING: RYAN 1954
 JM0472_MARK LOGO: USGS
 JM0472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0472+STABILITY: POSITION/ELEVATION WELL
 JM0472
 JM0472  HISTORY     - Date     Condition        Report By
 JM0472  HISTORY     - 1954     MONUMENTED       USGS
 JM0472
 JM0472                          STATION DESCRIPTION
 JM0472
 JM0472'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0472'LOCATED ABOUT 29.0 MI. NE. OF MOAB, 11.0 MI. SW. OF CISCO, 6.0 MI.
 JM0472'NE. OF JUNCTION OF DOLORES RIVER AND COLORADO RIVER, 4.5 MI. SE. OF
 JM0472'JUNCTION OF COACH WASH AND COLORADO RIVER, 2.0 MI. S. OF RYAN WASH.
 JM0472'IT IS HIGHEST TOP ON THE MESA DIVIDING RYAN WASH AND DOLORES RIVER.
 JM0472'
 JM0472'STATION REACHED BY HELICOPTER.
 JM0472'
 JM0472'STATION MARK--STANDARD TABLET STAMPED ---RYAN 1954---, CEMENTED IN
 JM0472'SANDSTONE SURFACE.
 JM0472'
 JM0472'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 JM0472'1 1954---, CEMENTED IN SANDSTONE SURFACE, 32.30 FT. FROM STATION
 JM0472'MARK, S 71 DEG 31 MIN E.
 JM0472'
 JM0472'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 JM0472'2 1954---, CEMENTED IN SANDSTONE SURFACE, 37.51 FT. FROM STATION
 JM0472'MARK, S 13 DEG 34 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0228 ***********************************************************************
 HN0228  DESIGNATION -  S 1
 HN0228  PID         -  HN0228
 HN0228  STATE/COUNTY-  UT/SAN JUAN
 HN0228  COUNTRY     -  US
 HN0228  USGS QUAD   -  ALCOVE CANYON (2017)
 HN0228
 HN0228                         *CURRENT SURVEY CONTROL
 HN0228  ______________________________________________________________________
 HN0228* NAD 83(1986) POSITION- 37 15 01.     (N) 110 44 21.     (W)   SCALED
 HN0228* NAVD 88 ORTHO HEIGHT -  1476.727 (meters)     4844.90  (feet) ADJUSTED
 HN0228  ______________________________________________________________________
 HN0228  GEOID HEIGHT    -        -22.502 (meters)                     GEOID18
 HN0228  DYNAMIC HEIGHT  -       1475.065 (meters)     4839.44  (feet) COMP
 HN0228  MODELED GRAVITY -    979,453.5   (mgal)                       NAVD 88
 HN0228
 HN0228  VERT ORDER      -  FIRST     CLASS II
 HN0228
 HN0228.The horizontal coordinates were scaled from a map and have
 HN0228.an estimated accuracy of +/- 6 seconds.
 HN0228
 HN0228.The orthometric height was determined by differential leveling and
 HN0228.adjusted by the NATIONAL GEODETIC SURVEY
 HN0228.in June 1991.
 HN0228
 HN0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0228.GEOID18 height accuracy estimate available here.
 HN0228
 HN0228.Click photographs - Photos may exist for this station.
 HN0228
 HN0228.The dynamic height is computed by dividing the NAVD 88
 HN0228.geopotential number by the normal gravity value computed on the
 HN0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0228.degrees latitude (g = 980.6199 gals.).
 HN0228
 HN0228.The modeled gravity was interpolated from observed gravity values.
 HN0228
 HN0228;                    North         East    Units  Estimated Accuracy
 HN0228;SPC UT S     - 3,065,050.      567,500.      MT  (+/- 180 meters Scaled)
 HN0228
 HN0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG231226(NAD 83)
 HN0228
 HN0228                          SUPERSEDED SURVEY CONTROL
 HN0228
 HN0228  NGVD 29 (??/??/92) 1475.755  (m)         4841.71   (f) ADJ UNCH    1 2
 HN0228
 HN0228.Superseded values are not recommended for survey control.
 HN0228
 HN0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0228.See file dsdata.pdf to determine how the superseded data were derived.
 HN0228
 HN0228_MARKER: P = PIPE CAP
 HN0228_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0228_STAMPING: 1/4 S 1 S 6 1926
 HN0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0228
 HN0228  HISTORY     - Date     Condition        Report By
 HN0228  HISTORY     - 1926     MONUMENTED       USGLO
 HN0228  HISTORY     - 1962     GOOD             CGS
 HN0228
 HN0228                          STATION DESCRIPTION
 HN0228
 HN0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0228'71.45 MI SW FROM FRY CANYON.
 HN0228'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0228'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0228'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0228'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0228'TRAIL ROAD.  THENCE 16.85 MILES SOUTHWEST ALONG A TRAIL ROAD.  ABOUT
 HN0228'1.1 MILES SOUTHWEST OF GREAT BEND ON THE SAN JUAN RIVER, 22 1/2 FEET
 HN0228'SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 152 FEET NORTHWEST OF
 HN0228'THE SOUTHEAST EDGE OF WILSON MESA, 2.3 FEET SOUTHEAST OF A METAL
 HN0228'WITNESS POST, A U. S. GENERAL LAND OFFICE CAP ON THE TOP OF A 1-INCH
 HN0228'IRON PIPE WHICH PROJECTS 6 INCHES, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HN0228'ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0341 ***********************************************************************
 MS0341  DESIGNATION -  S 10
 MS0341  PID         -  MS0341
 MS0341  STATE/COUNTY-  UT/BOX ELDER
 MS0341  COUNTRY     -  US
 MS0341  USGS QUAD   -  TERRACE MOUNTAIN WEST (2017)
 MS0341
 MS0341                         *CURRENT SURVEY CONTROL
 MS0341  ______________________________________________________________________
 MS0341* NAD 83(1986) POSITION- 41 28 22.     (N) 113 35 46.     (W)   SCALED
 MS0341* NAVD 88 ORTHO HEIGHT -  1358.335 (meters)     4456.47  (feet) ADJUSTED
 MS0341  ______________________________________________________________________
 MS0341  GEOID HEIGHT    -        -16.425 (meters)                     GEOID18
 MS0341  DYNAMIC HEIGHT  -       1357.380 (meters)     4453.34  (feet) COMP
 MS0341  MODELED GRAVITY -    979,873.2   (mgal)                       NAVD 88
 MS0341
 MS0341  VERT ORDER      -  FIRST     CLASS II
 MS0341
 MS0341.The horizontal coordinates were scaled from a map and have
 MS0341.an estimated accuracy of +/- 6 seconds.
 MS0341
 MS0341.The orthometric height was determined by differential leveling and
 MS0341.adjusted by the NATIONAL GEODETIC SURVEY
 MS0341.in June 1991.
 MS0341
 MS0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0341.GEOID18 height accuracy estimate available here.
 MS0341
 MS0341.Click photographs - Photos may exist for this station.
 MS0341
 MS0341.The dynamic height is computed by dividing the NAVD 88
 MS0341.geopotential number by the normal gravity value computed on the
 MS0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0341.degrees latitude (g = 980.6199 gals.).
 MS0341
 MS0341.The modeled gravity was interpolated from observed gravity values.
 MS0341
 MS0341;                    North         East    Units  Estimated Accuracy
 MS0341;SPC UT N     - 1,128,650.      324,930.      MT  (+/- 180 meters Scaled)
 MS0341
 MS0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL832944(NAD 83)
 MS0341
 MS0341                          SUPERSEDED SURVEY CONTROL
 MS0341
 MS0341  NGVD 29 (??/??/92) 1357.297  (m)         4453.07   (f) ADJ UNCH    1 2
 MS0341
 MS0341.Superseded values are not recommended for survey control.
 MS0341
 MS0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0341.See file dsdata.pdf to determine how the superseded data were derived.
 MS0341
 MS0341_MARKER: P = PIPE CAP
 MS0341_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MS0341_STAMPING: ELEV. 4453.065 FT. S 10
 MS0341_MARK LOGO: CGS
 MS0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0341
 MS0341  HISTORY     - Date     Condition        Report By
 MS0341  HISTORY     - 1911     MONUMENTED       CGS
 MS0341  HISTORY     - 1953     GOOD             CGS
 MS0341  HISTORY     - 1961     GOOD             USGS
 MS0341
 MS0341                          STATION DESCRIPTION
 MS0341
 MS0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0341'2.2 MI SW FROM WATERCRESS.
 MS0341'2.2 MILES SOUTHWEST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0341'PACIFIC COMPANY RAILROAD FROM THE ABANDONED SECTION HOUSE AT
 MS0341'WATERCRESS, 0.4 MILE (16-1/4 POLES) NORTHEAST OF MILEPOLE 697, 131
 MS0341'FEET SOUTH OF AND ACROSS THE ROAD FROM TELEPHONE POLE 58B, 104 FEET
 MS0341'EAST OF AND ACROSS THE ROAD FROM A TELEPHONE POLE MARKED BY THE WHITE
 MS0341'PAINTED LETTERS BM, 47 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 MS0341'ROAD, 2.2 FEET NORTH OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE
 MS0341'ROAD, AND SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.7 FOOT
 MS0341'ABOVE THE GROUND.
 MS0341
 MS0341                          STATION RECOVERY (1961)
 MS0341
 MS0341'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MS0341'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0129 ***********************************************************************
 LO0129  DESIGNATION -  S 100
 LO0129  PID         -  LO0129
 LO0129  STATE/COUNTY-  UT/DUCHESNE
 LO0129  COUNTRY     -  US
 LO0129  USGS QUAD   -  HANNA (2017)
 LO0129
 LO0129                         *CURRENT SURVEY CONTROL
 LO0129  ______________________________________________________________________
 LO0129* NAD 83(1986) POSITION- 40 27 31.     (N) 110 50 57.     (W)   SCALED
 LO0129* NAVD 88 ORTHO HEIGHT -  2157.180 (meters)     7077.35  (feet) ADJUSTED
 LO0129  ______________________________________________________________________
 LO0129  GEOID HEIGHT    -        -14.327 (meters)                     GEOID18
 LO0129  DYNAMIC HEIGHT  -       2155.016 (meters)     7070.25  (feet) COMP
 LO0129  MODELED GRAVITY -    979,544.5   (mgal)                       NAVD 88
 LO0129
 LO0129  VERT ORDER      -  SECOND    CLASS 0
 LO0129
 LO0129.The horizontal coordinates were scaled from a map and have
 LO0129.an estimated accuracy of +/- 6 seconds.
 LO0129
 LO0129.The orthometric height was determined by differential leveling and
 LO0129.adjusted by the NATIONAL GEODETIC SURVEY
 LO0129.in June 1991.
 LO0129
 LO0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0129.GEOID18 height accuracy estimate available here.
 LO0129
 LO0129.Click photographs - Photos may exist for this station.
 LO0129
 LO0129.The dynamic height is computed by dividing the NAVD 88
 LO0129.geopotential number by the normal gravity value computed on the
 LO0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0129.degrees latitude (g = 980.6199 gals.).
 LO0129
 LO0129.The modeled gravity was interpolated from observed gravity values.
 LO0129
 LO0129;                    North         East    Units  Estimated Accuracy
 LO0129;SPC UT C     - 2,236,150.      555,200.      MT  (+/- 180 meters Scaled)
 LO0129
 LO0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK127786(NAD 83)
 LO0129
 LO0129                          SUPERSEDED SURVEY CONTROL
 LO0129
 LO0129  NGVD 29 (??/??/92) 2155.805  (m)         7072.84   (f) ADJ UNCH    2 0
 LO0129
 LO0129.Superseded values are not recommended for survey control.
 LO0129
 LO0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0129.See file dsdata.pdf to determine how the superseded data were derived.
 LO0129
 LO0129_MARKER: DB = BENCH MARK DISK
 LO0129_SETTING: 66 = SET IN ROCK OUTCROP
 LO0129_STAMPING: S 100 1962
 LO0129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0129+STABILITY: POSITION/ELEVATION WELL
 LO0129
 LO0129  HISTORY     - Date     Condition        Report By
 LO0129  HISTORY     - 1962     MONUMENTED       CGS
 LO0129
 LO0129                          STATION DESCRIPTION
 LO0129
 LO0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0129'12.35 MI NW FROM TABIONA.
 LO0129'12.35 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0129'TABIONA, AT THE EAST END OF A CURVE, SET VERTICALLY IN THE SOUTH FACE
 LO0129'OF AN OUTCROP, 15 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 LO0129'1 FOOT HIGHER THAN THE HIGHWAY, AND 1.6 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0112 ***********************************************************************
 LO0112  DESIGNATION -  S 101
 LO0112  PID         -  LO0112
 LO0112  STATE/COUNTY-  UT/DUCHESNE
 LO0112  COUNTRY     -  US
 LO0112  USGS QUAD   -  TABIONA (2017)
 LO0112
 LO0112                         *CURRENT SURVEY CONTROL
 LO0112  ______________________________________________________________________
 LO0112* NAD 83(1986) POSITION- 40 20 26.     (N) 110 41 27.     (W)   SCALED
 LO0112* NAVD 88 ORTHO HEIGHT -  1965.660 (meters)     6449.00  (feet) ADJUSTED
 LO0112  ______________________________________________________________________
 LO0112  GEOID HEIGHT    -        -15.646 (meters)                     GEOID18
 LO0112  DYNAMIC HEIGHT  -       1963.679 (meters)     6442.50  (feet) COMP
 LO0112  MODELED GRAVITY -    979,548.3   (mgal)                       NAVD 88
 LO0112
 LO0112  VERT ORDER      -  SECOND    CLASS 0
 LO0112
 LO0112.The horizontal coordinates were scaled from a map and have
 LO0112.an estimated accuracy of +/- 6 seconds.
 LO0112
 LO0112.The orthometric height was determined by differential leveling and
 LO0112.adjusted by the NATIONAL GEODETIC SURVEY
 LO0112.in June 1991.
 LO0112
 LO0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0112.GEOID18 height accuracy estimate available here.
 LO0112
 LO0112.Click photographs - Photos may exist for this station.
 LO0112
 LO0112.The dynamic height is computed by dividing the NAVD 88
 LO0112.geopotential number by the normal gravity value computed on the
 LO0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0112.degrees latitude (g = 980.6199 gals.).
 LO0112
 LO0112.The modeled gravity was interpolated from observed gravity values.
 LO0112
 LO0112;                    North         East    Units  Estimated Accuracy
 LO0112;SPC UT C     - 2,223,150.      568,750.      MT  (+/- 180 meters Scaled)
 LO0112
 LO0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK262656(NAD 83)
 LO0112
 LO0112                          SUPERSEDED SURVEY CONTROL
 LO0112
 LO0112  NGVD 29 (??/??/92) 1964.291  (m)         6444.51   (f) ADJ UNCH    2 0
 LO0112
 LO0112.Superseded values are not recommended for survey control.
 LO0112
 LO0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0112.See file dsdata.pdf to determine how the superseded data were derived.
 LO0112
 LO0112_MARKER: DB = BENCH MARK DISK
 LO0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0112_STAMPING: S 101 1962
 LO0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0112+STABILITY: SURFACE MOTION
 LO0112
 LO0112  HISTORY     - Date     Condition        Report By
 LO0112  HISTORY     - 1962     MONUMENTED       CGS
 LO0112
 LO0112                          STATION DESCRIPTION
 LO0112
 LO0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0112'1.6 MI SE FROM TABIONA.
 LO0112'1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0112'TABIONA, 39 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 92 FEET
 LO0112'EAST AND ACROSS THE HIGHWAY FROM POWER POLE 6-214, 17.4 FEET NORTHWEST
 LO0112'OF A HIGHWAY RIGHT-OF-WAY MARKER, 5 FEET SOUTHEAST OF A TELEPHONE
 LO0112'POLE, 1.7 FEET SOUTHWEST OF A FENCE, 1.7 FEET SOUTHEAST OF A WITNESS
 LO0112'POST, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 LO0112'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0247 ***********************************************************************
 LN0247  DESIGNATION -  S 102
 LN0247  PID         -  LN0247
 LN0247  STATE/COUNTY-  UT/DAGGETT
 LN0247  COUNTRY     -  US
 LN0247  USGS QUAD   -  GOSLIN MOUNTAIN (2017)
 LN0247
 LN0247                         *CURRENT SURVEY CONTROL
 LN0247  ______________________________________________________________________
 LN0247* NAD 83(1986) POSITION- 40 58 56.9    (N) 109 17 36.7    (W)   HD_HELD2
 LN0247* NAVD 88 ORTHO HEIGHT -  2058.206 (meters)     6752.63  (feet) ADJUSTED
 LN0247  ______________________________________________________________________
 LN0247  GEOID HEIGHT    -        -14.089 (meters)                     GEOID18
 LN0247  DYNAMIC HEIGHT  -       2056.347 (meters)     6746.53  (feet) COMP
 LN0247  MODELED GRAVITY -    979,647.0   (mgal)                       NAVD 88
 LN0247
 LN0247  VERT ORDER      -  SECOND    CLASS 0
 LN0247
 LN0247.The horizontal coordinates were established by autonomous hand held GPS
 LN0247.observations and have an estimated accuracy of +/- 10 meters.
 LN0247
 LN0247.The orthometric height was determined by differential leveling and
 LN0247.adjusted by the NATIONAL GEODETIC SURVEY
 LN0247.in June 1991.
 LN0247
 LN0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0247.GEOID18 height accuracy estimate available here.
 LN0247
 LN0247.Click photographs - Photos may exist for this station.
 LN0247
 LN0247.The dynamic height is computed by dividing the NAVD 88
 LN0247.geopotential number by the normal gravity value computed on the
 LN0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0247.degrees latitude (g = 980.6199 gals.).
 LN0247
 LN0247.The modeled gravity was interpolated from observed gravity values.
 LN0247
 LN0247;                    North         East    Units  Estimated Accuracy
 LN0247;SPC UT N     - 1,074,444.      685,665.      MT  (+/- 10 meters HH2 GPS)
 LN0247
 LN0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL4355738213(NAD 83)
 LN0247
 LN0247                          SUPERSEDED SURVEY CONTROL
 LN0247
 LN0247  NGVD 29 (??/??/92) 2056.927  (m)         6748.43   (f) ADJ UNCH    2 0
 LN0247
 LN0247.Superseded values are not recommended for survey control.
 LN0247
 LN0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0247.See file dsdata.pdf to determine how the superseded data were derived.
 LN0247
 LN0247_MARKER: DB = BENCH MARK DISK
 LN0247_SETTING: 66 = SET IN ROCK OUTCROP
 LN0247_STAMPING: S 102 1962
 LN0247_MARK LOGO: CGS
 LN0247_MAGNETIC: N = NO MAGNETIC MATERIAL
 LN0247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0247+STABILITY: POSITION/ELEVATION WELL
 LN0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LN0247+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2020
 LN0247
 LN0247  HISTORY     - Date     Condition        Report By
 LN0247  HISTORY     - 1962     MONUMENTED       CGS
 LN0247  HISTORY     - 20201227 GOOD             IGA
 LN0247
 LN0247                          STATION DESCRIPTION
 LN0247
 LN0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0247'21.75 MI E FROM LINWOOD.
 LN0247'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0247'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 16.75 MILES
 LN0247'EAST ALONG CLAY BASIN ROAD, ABOUT THE CENTER OF A SHARP CURVE, SET
 LN0247'VERTICALLY IN THE SOUTHEAST FACE OF A MASSIVE OUTCROP, 16 FEET
 LN0247'NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 2 1/2 FEET HIGHER THAN
 LN0247'THE ROAD, AND 1.4 FEET ABOVE THE GROUND.
 LN0247
 LN0247                          STATION RECOVERY (2020)
 LN0247
 LN0247'RECOVERY NOTE BY IGAGE 2020 (MS)
 LN0247'ORIGINAL ROAD HAS BEEN ABANDONED, 360 EAST OF ORIGINAL ROAD
 LN0247'INTERSECTION WITH NEW PAVED BROWNS PARK ROAD, 195 FT (59.4 M) SOUTH OF
 LN0247'THE CENTERLINE OF NEW PAVED BROWNS PARK ROAD, SET VERTICALLY IN THE
 LN0247'EAST FACE OF A MASSIVE OUTCROP, 2 FT (0.6 M) HIGHER THAN THE OLD ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0049 ***********************************************************************
 LO0049  DESIGNATION -  S 103
 LO0049  PID         -  LO0049
 LO0049  STATE/COUNTY-  UT/DUCHESNE
 LO0049  COUNTRY     -  US
 LO0049  USGS QUAD   -  DUCHESNE (2017)
 LO0049
 LO0049                         *CURRENT SURVEY CONTROL
 LO0049  ______________________________________________________________________
 LO0049* NAD 83(1986) POSITION- 40 12 21.2    (N) 110 23 20.5    (W)   HD_HELD2
 LO0049* NAVD 88 ORTHO HEIGHT -  1781.817 (meters)     5845.84  (feet) ADJUSTED
 LO0049  ______________________________________________________________________
 LO0049  GEOID HEIGHT    -        -17.104 (meters)                     GEOID18
 LO0049  DYNAMIC HEIGHT  -       1780.075 (meters)     5840.13  (feet) COMP
 LO0049  MODELED GRAVITY -    979,585.7   (mgal)                       NAVD 88
 LO0049
 LO0049  VERT ORDER      -  SECOND    CLASS 0
 LO0049
 LO0049.The horizontal coordinates were established by autonomous hand held GPS
 LO0049.observations and have an estimated accuracy of +/- 10 meters.
 LO0049
 LO0049.The orthometric height was determined by differential leveling and
 LO0049.adjusted by the NATIONAL GEODETIC SURVEY
 LO0049.in June 1991.
 LO0049
 LO0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0049.GEOID18 height accuracy estimate available here.
 LO0049
 LO0049.Click photographs - Photos may exist for this station.
 LO0049
 LO0049.The dynamic height is computed by dividing the NAVD 88
 LO0049.geopotential number by the normal gravity value computed on the
 LO0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0049.degrees latitude (g = 980.6199 gals.).
 LO0049
 LO0049.The modeled gravity was interpolated from observed gravity values.
 LO0049
 LO0049;                    North         East    Units  Estimated Accuracy
 LO0049;SPC UT C     - 2,208,478.      594,575.      MT  (+/- 10 meters HH2 GPS)
 LO0049
 LO0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK5199550788(NAD 83)
 LO0049
 LO0049                          SUPERSEDED SURVEY CONTROL
 LO0049
 LO0049.No superseded survey control is available for this station.
 LO0049
 LO0049_MARKER: DB = BENCH MARK DISK
 LO0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0049_STAMPING: S 13 1962
 LO0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0049+STABILITY: SURFACE MOTION
 LO0049
 LO0049  HISTORY     - Date     Condition        Report By
 LO0049  HISTORY     - 1962     MONUMENTED       CGS
 LO0049
 LO0049                          STATION DESCRIPTION
 LO0049
 LO0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0049'3.15 MI N FROM DUCHESNE.
 LO0049'3.15 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0049'HIGHWAY 40 AT DUCHESNE, AT THE SOUTH END OF A SMALL CUT, 69 FEET EAST
 LO0049'OF THE CENTER LINE OF THE HIGHWAY, 167 FEET SOUTHEAST OF AND ACROSS
 LO0049'THE HIGHWAY FROM A RIGHT ANGLE POWER LINE POLE, 2.3 FEET SOUTHWEST OF
 LO0049'A WITNESS POST, ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN
 LO0049'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0150 ***********************************************************************
 LO0150  DESIGNATION -  S 104
 LO0150  PID         -  LO0150
 LO0150  STATE/COUNTY-  UT/DUCHESNE
 LO0150  COUNTRY     -  US
 LO0150  USGS QUAD   -  TABIONA (2017)
 LO0150
 LO0150                         *CURRENT SURVEY CONTROL
 LO0150  ______________________________________________________________________
 LO0150* NAD 83(1986) POSITION- 40 18 01.     (N) 110 41 48.     (W)   SCALED
 LO0150* NAVD 88 ORTHO HEIGHT -  2083.016 (meters)     6834.03  (feet) ADJUSTED
 LO0150  ______________________________________________________________________
 LO0150  GEOID HEIGHT    -        -15.881 (meters)                     GEOID18
 LO0150  DYNAMIC HEIGHT  -       2080.898 (meters)     6827.08  (feet) COMP
 LO0150  MODELED GRAVITY -    979,534.8   (mgal)                       NAVD 88
 LO0150
 LO0150  VERT ORDER      -  SECOND    CLASS 0
 LO0150
 LO0150.The horizontal coordinates were scaled from a map and have
 LO0150.an estimated accuracy of +/- 6 seconds.
 LO0150
 LO0150.The orthometric height was determined by differential leveling and
 LO0150.adjusted by the NATIONAL GEODETIC SURVEY
 LO0150.in June 1991.
 LO0150
 LO0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0150.GEOID18 height accuracy estimate available here.
 LO0150
 LO0150.Click photographs - Photos may exist for this station.
 LO0150
 LO0150.The dynamic height is computed by dividing the NAVD 88
 LO0150.geopotential number by the normal gravity value computed on the
 LO0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0150.degrees latitude (g = 980.6199 gals.).
 LO0150
 LO0150.The modeled gravity was interpolated from observed gravity values.
 LO0150
 LO0150;                    North         East    Units  Estimated Accuracy
 LO0150;SPC UT C     - 2,218,680.      568,290.      MT  (+/- 180 meters Scaled)
 LO0150
 LO0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK257611(NAD 83)
 LO0150
 LO0150                          SUPERSEDED SURVEY CONTROL
 LO0150
 LO0150  NGVD 29 (??/??/92) 2081.648  (m)         6829.54   (f) ADJ UNCH    2 0
 LO0150
 LO0150.Superseded values are not recommended for survey control.
 LO0150
 LO0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0150.See file dsdata.pdf to determine how the superseded data were derived.
 LO0150
 LO0150_MARKER: DB = BENCH MARK DISK
 LO0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0150_SP_SET: CULVERT
 LO0150_STAMPING: S 104 1962
 LO0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0150
 LO0150  HISTORY     - Date     Condition        Report By
 LO0150  HISTORY     - 1962     MONUMENTED       CGS
 LO0150
 LO0150                          STATION DESCRIPTION
 LO0150
 LO0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0150'6.3 MI S FROM TABIONA.
 LO0150'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0150'TABIONA, THENCE 3.4 MILES SOUTH ALONG STATE HIGHWAY 208, 98 FEET
 LO0150'WEST-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A
 LO0150'MASSIVE FLAT SANDSTONE OUTCROP, 84 FEET SOUTHWEST OF THE
 LO0150'WEST-SOUTHWEST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 64 FEET
 LO0150'WEST OF A WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0279 ***********************************************************************
 LO0279  DESIGNATION -  S 105
 LO0279  PID         -  LO0279
 LO0279  STATE/COUNTY-  UT/SUMMIT
 LO0279  COUNTRY     -  US
 LO0279  USGS QUAD   -  WOODLAND (2017)
 LO0279
 LO0279                         *CURRENT SURVEY CONTROL
 LO0279  ______________________________________________________________________
 LO0279* NAD 83(1986) POSITION- 40 33 34.     (N) 111 10 29.     (W)   SCALED
 LO0279* NAVD 88 ORTHO HEIGHT -  2119.107 (meters)     6952.44  (feet) ADJUSTED
 LO0279  ______________________________________________________________________
 LO0279  GEOID HEIGHT    -        -14.571 (meters)                     GEOID18
 LO0279  DYNAMIC HEIGHT  -       2117.021 (meters)     6945.59  (feet) COMP
 LO0279  MODELED GRAVITY -    979,565.1   (mgal)                       NAVD 88
 LO0279
 LO0279  VERT ORDER      -  SECOND    CLASS 0
 LO0279
 LO0279.The horizontal coordinates were scaled from a map and have
 LO0279.an estimated accuracy of +/- 6 seconds.
 LO0279
 LO0279.The orthometric height was determined by differential leveling and
 LO0279.adjusted by the NATIONAL GEODETIC SURVEY
 LO0279.in June 1991.
 LO0279
 LO0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0279.GEOID18 height accuracy estimate available here.
 LO0279
 LO0279.Click photographs - Photos may exist for this station.
 LO0279
 LO0279.The dynamic height is computed by dividing the NAVD 88
 LO0279.geopotential number by the normal gravity value computed on the
 LO0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0279.degrees latitude (g = 980.6199 gals.).
 LO0279
 LO0279.The modeled gravity was interpolated from observed gravity values.
 LO0279
 LO0279;                    North         East    Units  Estimated Accuracy
 LO0279;SPC UT N     - 1,025,160.      527,550.      MT  (+/- 180 meters Scaled)
 LO0279
 LO0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK852898(NAD 83)
 LO0279
 LO0279                          SUPERSEDED SURVEY CONTROL
 LO0279
 LO0279  NGVD 29 (??/??/92) 2117.757  (m)         6948.01   (f) ADJ UNCH    2 0
 LO0279
 LO0279.Superseded values are not recommended for survey control.
 LO0279
 LO0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0279.See file dsdata.pdf to determine how the superseded data were derived.
 LO0279
 LO0279_MARKER: DB = BENCH MARK DISK
 LO0279_SETTING: 66 = SET IN ROCK OUTCROP
 LO0279_STAMPING: S 105 1962
 LO0279_MARK LOGO: CGS
 LO0279_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0279+STABILITY: POSITION/ELEVATION WELL
 LO0279
 LO0279  HISTORY     - Date     Condition        Report By
 LO0279  HISTORY     - 1962     MONUMENTED       CGS
 LO0279
 LO0279                          STATION DESCRIPTION
 LO0279
 LO0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0279'7.45 MI SE FROM FRANCIS.
 LO0279'7.45 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0279'HIGHWAY 189 AT FRANCIS, 0.1 MILE EAST OF THE ENTRANCE TO KAMP KILL
 LO0279'KARE, SET VERTICALLY IN THE SOUTH FACE OF A LARGE OUTCROP, 22 FEET
 LO0279'NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2 1/2 FEET HIGHER THAN
 LO0279'THE HIGHWAY, AND 1.0 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0304 ***********************************************************************
 LO0304  DESIGNATION -  S 106
 LO0304  PID         -  LO0304
 LO0304  STATE/COUNTY-  UT/SUMMIT
 LO0304  COUNTRY     -  US
 LO0304  USGS QUAD   -  WANSHIP (2017)
 LO0304
 LO0304                         *CURRENT SURVEY CONTROL
 LO0304  ______________________________________________________________________
 LO0304* NAD 83(1986) POSITION- 40 45 19.     (N) 111 23 06.     (W)   SCALED
 LO0304* NAVD 88 ORTHO HEIGHT -  1849.860 (meters)     6069.08  (feet) ADJUSTED
 LO0304  ______________________________________________________________________
 LO0304  GEOID HEIGHT    -        -15.540 (meters)                     GEOID18
 LO0304  DYNAMIC HEIGHT  -       1848.160 (meters)     6063.50  (feet) COMP
 LO0304  MODELED GRAVITY -    979,640.2   (mgal)                       NAVD 88
 LO0304
 LO0304  VERT ORDER      -  SECOND    CLASS 0
 LO0304
 LO0304.The horizontal coordinates were scaled from a map and have
 LO0304.an estimated accuracy of +/- 6 seconds.
 LO0304
 LO0304.The orthometric height was determined by differential leveling and
 LO0304.adjusted by the NATIONAL GEODETIC SURVEY
 LO0304.in June 1991.
 LO0304
 LO0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0304.GEOID18 height accuracy estimate available here.
 LO0304
 LO0304.Click photographs - Photos may exist for this station.
 LO0304
 LO0304.The dynamic height is computed by dividing the NAVD 88
 LO0304.geopotential number by the normal gravity value computed on the
 LO0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0304.degrees latitude (g = 980.6199 gals.).
 LO0304
 LO0304.The modeled gravity was interpolated from observed gravity values.
 LO0304
 LO0304;                    North         East    Units  Estimated Accuracy
 LO0304;SPC UT N     - 1,046,860.      509,710.      MT  (+/- 180 meters Scaled)
 LO0304
 LO0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL675116(NAD 83)
 LO0304
 LO0304                          SUPERSEDED SURVEY CONTROL
 LO0304
 LO0304  NGVD 29 (??/??/92) 1848.588  (m)         6064.91   (f) ADJ UNCH    2 0
 LO0304
 LO0304.Superseded values are not recommended for survey control.
 LO0304
 LO0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0304.See file dsdata.pdf to determine how the superseded data were derived.
 LO0304
 LO0304_MARKER: DB = BENCH MARK DISK
 LO0304_SETTING: 66 = SET IN ROCK OUTCROP
 LO0304_STAMPING: S 106 1962
 LO0304_MARK LOGO: CGS
 LO0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0304+STABILITY: POSITION/ELEVATION WELL
 LO0304
 LO0304  HISTORY     - Date     Condition        Report By
 LO0304  HISTORY     - 1962     MONUMENTED       CGS
 LO0304
 LO0304                          STATION DESCRIPTION
 LO0304
 LO0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0304'4.55 MI S FROM WANSHIP.
 LO0304'4.55 MILES SOUTH ALONG U.S. HIGHWAY 189 FROM THE LATTER DAY SAINTS
 LO0304'CHURCH AT WANSHIP, IN THE TOP OF A LEDGE OF ROCK IN A CUT, 28 FEET
 LO0304'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET
 LO0304'SOUTH-SOUTHEAST OF THE CENTER OF THE SOUTH-SOUTHWEST END OF A 24-INCH
 LO0304'PIPE CULVERT, ABOUT LEVEL WITH THE HIGHWAY, 3.0 FEET SOUTH OF A
 LO0304'WITNESS POST, AND 2.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0227 ***********************************************************************
 LO0227  DESIGNATION -  S 107
 LO0227  PID         -  LO0227
 LO0227  STATE/COUNTY-  UT/WASATCH
 LO0227  COUNTRY     -  US
 LO0227  USGS QUAD   -  HEBER CITY (2017)
 LO0227
 LO0227                         *CURRENT SURVEY CONTROL
 LO0227  ______________________________________________________________________
 LO0227* NAD 83(1986) POSITION- 40 34 54.79   (N) 111 25 40.81   (W)   HD_HELD1
 LO0227* NAVD 88 ORTHO HEIGHT -  1775.409 (meters)     5824.82  (feet) ADJUSTED
 LO0227  ______________________________________________________________________
 LO0227  GEOID HEIGHT    -        -15.582 (meters)                     GEOID18
 LO0227  DYNAMIC HEIGHT  -       1773.776 (meters)     5819.46  (feet) COMP
 LO0227  MODELED GRAVITY -    979,642.7   (mgal)                       NAVD 88
 LO0227
 LO0227  VERT ORDER      -  SECOND    CLASS 0
 LO0227
 LO0227.The horizontal coordinates were determined by differentially corrected
 LO0227.hand held GPS observations or other comparable positioning techniques
 LO0227.and have an estimated accuracy of +/- 3 meters.
 LO0227
 LO0227.The orthometric height was determined by differential leveling and
 LO0227.adjusted by the NATIONAL GEODETIC SURVEY
 LO0227.in June 1991.
 LO0227
 LO0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0227.GEOID18 height accuracy estimate available here.
 LO0227
 LO0227.Click photographs - Photos may exist for this station.
 LO0227
 LO0227.The dynamic height is computed by dividing the NAVD 88
 LO0227.geopotential number by the normal gravity value computed on the
 LO0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0227.degrees latitude (g = 980.6199 gals.).
 LO0227
 LO0227.The modeled gravity was interpolated from observed gravity values.
 LO0227
 LO0227;                    North         East    Units  Estimated Accuracy
 LO0227;SPC UT C     - 2,249,642.3     506,095.5     MT  (+/- 3 meters HH1 GPS) 
 LO0227
 LO0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK6377792432(NAD 83)
 LO0227
 LO0227                          SUPERSEDED SURVEY CONTROL
 LO0227
 LO0227  NGVD 29 (??/??/92) 1774.193  (m)         5820.83   (f) ADJ UNCH    2 0
 LO0227
 LO0227.Superseded values are not recommended for survey control.
 LO0227
 LO0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0227.See file dsdata.pdf to determine how the superseded data were derived.
 LO0227
 LO0227_MARKER: DB = BENCH MARK DISK
 LO0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0227_SP_SET: BRIDGE
 LO0227_STAMPING: S 107 1962
 LO0227_MARK LOGO: CGS
 LO0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0227
 LO0227  HISTORY     - Date     Condition        Report By
 LO0227  HISTORY     - 1962     MONUMENTED       CGS
 LO0227  HISTORY     - 20101211 GOOD             GEOCAC
 LO0227
 LO0227                          STATION DESCRIPTION
 LO0227
 LO0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0227'5.45 MI N FROM HEBER.
 LO0227'5.45 MILES NORTH ALONG U.S. HIGHWAY 189 FROM THE POST OFFICE AT HEBER,
 LO0227'IN THE TOP OF AND 0.8 FOOT NORTH OF THE SOUTH END OF THE WEST CONCRETE
 LO0227'HEAD WALL OF CONCRETE BRIDGE 12.7, 22 FEET WEST OF THE CENTER LINE OF
 LO0227'THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 LO0227
 LO0227                          STATION RECOVERY (2010)
 LO0227
 LO0227'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 LO0227'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0116 ***********************************************************************
 JN0116  DESIGNATION -  S 11
 JN0116  PID         -  JN0116
 JN0116  STATE/COUNTY-  UT/EMERY
 JN0116  COUNTRY     -  US
 JN0116  USGS QUAD   -  TEMPLE MOUNTAIN (2017)
 JN0116
 JN0116                         *CURRENT SURVEY CONTROL
 JN0116  ______________________________________________________________________
 JN0116* NAD 83(1986) POSITION- 38 39 00.13   (N) 110 39 23.82   (W)   HD_HELD1
 JN0116* NAVD 88 ORTHO HEIGHT -  1617.235 (meters)     5305.88  (feet) ADJUSTED
 JN0116  ______________________________________________________________________
 JN0116  GEOID HEIGHT    -        -19.261 (meters)                     GEOID18
 JN0116  DYNAMIC HEIGHT  -       1615.587 (meters)     5300.47  (feet) COMP
 JN0116  MODELED GRAVITY -    979,552.1   (mgal)                       NAVD 88
 JN0116
 JN0116  VERT ORDER      -  FIRST     CLASS II
 JN0116
 JN0116.The horizontal coordinates were determined by differentially corrected
 JN0116.hand held GPS observations or other comparable positioning techniques
 JN0116.and have an estimated accuracy of +/- 3 meters.
 JN0116
 JN0116.The orthometric height was determined by differential leveling and
 JN0116.adjusted by the NATIONAL GEODETIC SURVEY
 JN0116.in June 1991.
 JN0116
 JN0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0116.GEOID18 height accuracy estimate available here.
 JN0116
 JN0116.Click photographs - Photos may exist for this station.
 JN0116
 JN0116.The dynamic height is computed by dividing the NAVD 88
 JN0116.geopotential number by the normal gravity value computed on the
 JN0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0116.degrees latitude (g = 980.6199 gals.).
 JN0116
 JN0116.The modeled gravity was interpolated from observed gravity values.
 JN0116
 JN0116;                    North         East    Units  Estimated Accuracy
 JN0116;SPC UT C     - 2,035,508.1     573,424.8     MT  (+/- 3 meters HH1 GPS) 
 JN0116
 JN0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH2988077997(NAD 83)
 JN0116
 JN0116                          SUPERSEDED SURVEY CONTROL
 JN0116
 JN0116  NGVD 29 (??/??/92) 1616.147  (m)         5302.31   (f) ADJ UNCH    1 2
 JN0116
 JN0116.Superseded values are not recommended for survey control.
 JN0116
 JN0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0116.See file dsdata.pdf to determine how the superseded data were derived.
 JN0116
 JN0116_MARKER: DD = SURVEY DISK
 JN0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0116_STAMPING: S 11 1921
 JN0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0116+STABILITY: SURFACE MOTION
 JN0116
 JN0116  HISTORY     - Date     Condition        Report By
 JN0116  HISTORY     - 1921     MONUMENTED       CGS
 JN0116  HISTORY     - 1965     GOOD             CGS
 JN0116  HISTORY     - 20060514 MARK NOT FOUND   GEOCAC
 JN0116
 JN0116                          STATION DESCRIPTION
 JN0116
 JN0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JN0116'13 MI N FROM HANKSVILLE.
 JN0116'TO REACH THE STATION FROM HANKSVILLE, GO EAST 0.1 MILE TO AN
 JN0116'INTERSECTION, TURN RIGHT AND GO NORTH 0.1 MILE PASSING HANKSVILLE
 JN0116'GRADE SCHOOL TO AN INTERSECTION AND STATE HIGHWAY 24, TURN RIGHT AND
 JN0116'GO EAST ON STATE 24 FOR 0.15 MILE TO JUNCTION OF STATE 24 AND STATE
 JN0116'95, TURN LEFT AND GO NORTH, EAST AND NORTHEAST ON STATE 24 FOR 19.8
 JN0116'MILES TO A PAVED ROAD LEFT AND TEMPLE JUNCTION ON THE LEFT, TURN LEFT
 JN0116'AND GO WEST ON PAVED ROAD FOR 5.3 MILES TO A ROAD LEFT AND A SIGN
 JN0116'GOBLIN VALLEY, TURN LEFT AND GO SOUTH ON DIRT ROAD FOR 0.3 MILE. MARK
 JN0116'IS ABOUT 300 FEET EAST OF THE ROAD.
 JN0116
 JN0116                          STATION RECOVERY (2006)
 JN0116
 JN0116'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JN0116'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0101 ***********************************************************************
 JN0101  DESIGNATION -  S 111 RESET
 JN0101  PID         -  JN0101
 JN0101  STATE/COUNTY-  UT/WAYNE
 JN0101  COUNTRY     -  US
 JN0101  USGS QUAD   -  TOWN POINT (2017)
 JN0101
 JN0101                         *CURRENT SURVEY CONTROL
 JN0101  ______________________________________________________________________
 JN0101* NAD 83(1986) POSITION- 38 21 54.0    (N) 110 54 06.5    (W)   HD_HELD2
 JN0101* NAVD 88 ORTHO HEIGHT -  1384.07  (+/-2cm)     4540.9   (feet) VERTCON3
 JN0101  ______________________________________________________________________
 JN0101  GEOID HEIGHT    -        -20.066 (meters)                     GEOID18
 JN0101  VERT ORDER      -  THIRD (See Below)
 JN0101
 JN0101.The horizontal coordinates were established by autonomous hand held GPS
 JN0101.observations and have an estimated accuracy of +/- 10 meters.
 JN0101
 JN0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0101
 JN0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0101.GEOID18 height accuracy estimate available here.
 JN0101
 JN0101.The vertical order pertains to the NGVD 29 superseded value.
 JN0101
 JN0101.Click photographs - Photos may exist for this station.
 JN0101
 JN0101;                    North         East    Units  Estimated Accuracy
 JN0101;SPC UT S     - 3,188,660.      552,279.      MT  (+/- 10 meters HH2 GPS)
 JN0101
 JN0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH0857846318(NAD 83)
 JN0101
 JN0101                          SUPERSEDED SURVEY CONTROL
 JN0101
 JN0101  NGVD 29 (??/??/??) 1383.02   (m)         4537.5    (f) RESET       3  
 JN0101
 JN0101.Superseded values are not recommended for survey control.
 JN0101
 JN0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0101.See file dsdata.pdf to determine how the superseded data were derived.
 JN0101
 JN0101_MARKER: DB = BENCH MARK DISK
 JN0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0101_STAMPING: S 111 RESET 1963
 JN0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0101+STABILITY: SURFACE MOTION
 JN0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0101+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2009
 JN0101
 JN0101  HISTORY     - Date     Condition        Report By
 JN0101  HISTORY     - 1963     MONUMENTED       CGS
 JN0101  HISTORY     - 20091228 GOOD             GEOCAC
 JN0101
 JN0101                          STATION DESCRIPTION
 JN0101
 JN0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0101'12.65 MI W FROM HANKSVILLE.
 JN0101'12.65 MILES WEST ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0101'HANKSVILLE, 100 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 425 FEET
 JN0101'EAST OF THE SOUTH END OF A 144 IN. PIPE, ALONG A SOUTHEAST-NORTHWEST
 JN0101'RIDGE, 0.5 FOOT NORTH OF A WITNESS POST, 2.4 FEET LOWER THAN THE
 JN0101'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
 JN0101
 JN0101                          STATION RECOVERY (2009)
 JN0101
 JN0101'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JN0101'THIS STATION IS IN WAYNE COUNTY, UTAH
 JN0101'NOW 110 FEET SOUTH OF THE NEW HIGHWAY ALIGNMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0046 ***********************************************************************
 JN0046  DESIGNATION -  S 112
 JN0046  PID         -  JN0046
 JN0046  STATE/COUNTY-  UT/WAYNE
 JN0046  COUNTRY     -  US
 JN0046  USGS QUAD   -  HANKSVILLE (2017)
 JN0046
 JN0046                         *CURRENT SURVEY CONTROL
 JN0046  ______________________________________________________________________
 JN0046* NAD 83(1986) POSITION- 38 15 22.58   (N) 110 39 27.08   (W)   HD_HELD1
 JN0046* NAVD 88 ORTHO HEIGHT -  1445.921 (meters)     4743.83  (feet) ADJUSTED
 JN0046  ______________________________________________________________________
 JN0046  GEOID HEIGHT    -        -20.354 (meters)                     GEOID18
 JN0046  DYNAMIC HEIGHT  -       1444.412 (meters)     4738.88  (feet) COMP
 JN0046  MODELED GRAVITY -    979,535.1   (mgal)                       NAVD 88
 JN0046
 JN0046  VERT ORDER      -  FIRST     CLASS II
 JN0046
 JN0046.The horizontal coordinates were determined by differentially corrected
 JN0046.hand held GPS observations or other comparable positioning techniques
 JN0046.and have an estimated accuracy of +/- 3 meters.
 JN0046
 JN0046.The orthometric height was determined by differential leveling and
 JN0046.adjusted by the NATIONAL GEODETIC SURVEY
 JN0046.in June 1991.
 JN0046
 JN0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0046.GEOID18 height accuracy estimate available here.
 JN0046
 JN0046.Click photographs - Photos may exist for this station.
 JN0046
 JN0046.The dynamic height is computed by dividing the NAVD 88
 JN0046.geopotential number by the normal gravity value computed on the
 JN0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0046.degrees latitude (g = 980.6199 gals.).
 JN0046
 JN0046.The modeled gravity was interpolated from observed gravity values.
 JN0046
 JN0046;                    North         East    Units  Estimated Accuracy
 JN0046;SPC UT S     - 3,176,756.4     573,736.6     MT  (+/- 3 meters HH1 GPS) 
 JN0046
 JN0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH2996334305(NAD 83)
 JN0046
 JN0046                          SUPERSEDED SURVEY CONTROL
 JN0046
 JN0046  NGVD 29 (??/??/92) 1444.878  (m)         4740.40   (f) ADJ UNCH    1 2
 JN0046
 JN0046.Superseded values are not recommended for survey control.
 JN0046
 JN0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0046.See file dsdata.pdf to determine how the superseded data were derived.
 JN0046
 JN0046_MARKER: DB = BENCH MARK DISK
 JN0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0046_STAMPING: S 112 1958
 JN0046_MARK LOGO: CGS
 JN0046_PROJECTION: PROJECTING 30 CENTIMETERS
 JN0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0046+STABILITY: SURFACE MOTION
 JN0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0046+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2020
 JN0046
 JN0046  HISTORY     - Date     Condition        Report By
 JN0046  HISTORY     - 1958     MONUMENTED       CGS
 JN0046  HISTORY     - 20200228 GOOD             NONE
 JN0046
 JN0046                          STATION DESCRIPTION
 JN0046
 JN0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0046'9.8 MI SE FROM HANKSVILLE.
 JN0046'9.8 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE SCHOOL AT
 JN0046'HANKSVILLE, IN R11E T29S S25, 0.08 MILE NORTH OF THE CROSSING OF A
 JN0046'LARGE WASH, AT THE SOUTH END AND ON THE OUTSIDE OF A CURVE, 55 FEET
 JN0046'WEST OF THE CENTER LINE OF THE HIGHWAY, 55.6 FEET SOUTHWEST OF A SLOW
 JN0046'SIGN, 3.0 FEET NORTHEAST OF A WITNESS POST, 1 FOOT HIGHER THAN THE
 JN0046'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 JN0046'ABOVE THE GROUND.
 JN0046
 JN0046                          STATION RECOVERY (2020)
 JN0046
 JN0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2020 (CG)
 JN0046'TO REACH THE BENCH MARK, HEAD SOUTHEAST ON UT 95 S FOR 8.1 MI (13.0
 JN0046'KM) TO AN UNNAMED DIRT ROAD THAT HEADS SOUTH THROUGH A GATE.  HEAD
 JN0046'SOUTH ON THE DIRT ROAD FOR 0.6 MI (1.0 KM) TO THE MARK ON THE RIGHT.
 JN0046'DISK WILL BE WEST OF THE ROAD ABOUT 30 FT (9.1 M)
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0078 ***********************************************************************
 JN0078  DESIGNATION -  S 113
 JN0078  PID         -  JN0078
 JN0078  STATE/COUNTY-  UT/GARFIELD
 JN0078  COUNTRY     -  US
 JN0078  USGS QUAD   -  TURKEY KNOB (2017)
 JN0078
 JN0078                         *CURRENT SURVEY CONTROL
 JN0078  ______________________________________________________________________
 JN0078* NAD 83(1986) POSITION- 38 01 02.     (N) 110 32 08.     (W)   SCALED
 JN0078* NAVD 88 ORTHO HEIGHT -  1357.620 (meters)     4454.12  (feet) ADJUSTED
 JN0078  ______________________________________________________________________
 JN0078  GEOID HEIGHT    -        -20.481 (meters)                     GEOID18
 JN0078  DYNAMIC HEIGHT  -       1356.217 (meters)     4449.52  (feet) COMP
 JN0078  MODELED GRAVITY -    979,549.2   (mgal)                       NAVD 88
 JN0078
 JN0078  VERT ORDER      -  FIRST     CLASS II
 JN0078
 JN0078.The horizontal coordinates were scaled from a map and have
 JN0078.an estimated accuracy of +/- 6 seconds.
 JN0078
 JN0078.The orthometric height was determined by differential leveling and
 JN0078.adjusted by the NATIONAL GEODETIC SURVEY
 JN0078.in June 1991.
 JN0078
 JN0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0078.GEOID18 height accuracy estimate available here.
 JN0078
 JN0078.Click photographs - Photos may exist for this station.
 JN0078
 JN0078.The dynamic height is computed by dividing the NAVD 88
 JN0078.geopotential number by the normal gravity value computed on the
 JN0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0078.degrees latitude (g = 980.6199 gals.).
 JN0078
 JN0078.The modeled gravity was interpolated from observed gravity values.
 JN0078
 JN0078;                    North         East    Units  Estimated Accuracy
 JN0078;SPC UT S     - 3,150,330.      584,690.      MT  (+/- 180 meters Scaled)
 JN0078
 JN0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH407078(NAD 83)
 JN0078
 JN0078                          SUPERSEDED SURVEY CONTROL
 JN0078
 JN0078  NGVD 29 (??/??/92) 1356.630  (m)         4450.88   (f) ADJ UNCH    1 2
 JN0078
 JN0078.Superseded values are not recommended for survey control.
 JN0078
 JN0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0078.See file dsdata.pdf to determine how the superseded data were derived.
 JN0078
 JN0078_MARKER: DB = BENCH MARK DISK
 JN0078_SETTING: 66 = SET IN ROCK OUTCROP
 JN0078_STAMPING: S 113 1958
 JN0078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0078+STABILITY: POSITION/ELEVATION WELL
 JN0078
 JN0078  HISTORY     - Date     Condition        Report By
 JN0078  HISTORY     - 1958     MONUMENTED       CGS
 JN0078
 JN0078                          STATION DESCRIPTION
 JN0078
 JN0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0078'32.15 MI SE FROM HANKSVILLE.
 JN0078'ABOUT 32.15 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE
 JN0078'SCHOOL AT HANKSVILLE, IN R12E T32S S13, 0.1 MILE SOUTHEAST OF THE
 JN0078'CROSSING OF A LARGE WASH WHICH LEADS INTO NORTH WASH, 0.07 MILE
 JN0078'NORTHWEST OF A STEEL RAIL CATTLE GUARD, SET VERTICALLY IN THE
 JN0078'SOUTHWEST FACE OF A MASSIVE SANDSTONE THAT PROJECTS 40 FEET ABOVE THE
 JN0078'HIGHWAY, 60 FEET NORTHWEST OF THE SOUTHEAST END OF THE OUTCROP, 16
 JN0078'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3.0 FEET SOUTHEAST
 JN0078'OF A WITNESS POST AND ABOUT 3 1/2 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0029 ***********************************************************************
 HN0029  DESIGNATION -  S 114
 HN0029  PID         -  HN0029
 HN0029  STATE/COUNTY-  UT/SAN JUAN
 HN0029  COUNTRY     -  US
 HN0029  USGS QUAD   -  COPPER POINT (2017)
 HN0029
 HN0029                         *CURRENT SURVEY CONTROL
 HN0029  ______________________________________________________________________
 HN0029* NAD 83(1986) POSITION- 37 49 03.     (N) 110 21 54.     (W)   SCALED
 HN0029* NAVD 88 ORTHO HEIGHT -  1198.353 (meters)     3931.60  (feet) ADJUSTED
 HN0029  ______________________________________________________________________
 HN0029  GEOID HEIGHT    -        -21.157 (meters)                     GEOID18
 HN0029  DYNAMIC HEIGHT  -       1197.092 (meters)     3927.46  (feet) COMP
 HN0029  MODELED GRAVITY -    979,537.5   (mgal)                       NAVD 88
 HN0029
 HN0029  VERT ORDER      -  FIRST     CLASS II
 HN0029
 HN0029.The horizontal coordinates were scaled from a map and have
 HN0029.an estimated accuracy of +/- 6 seconds.
 HN0029
 HN0029.The orthometric height was determined by differential leveling and
 HN0029.adjusted by the NATIONAL GEODETIC SURVEY
 HN0029.in June 1991.
 HN0029
 HN0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0029.GEOID18 height accuracy estimate available here.
 HN0029
 HN0029.Click photographs - Photos may exist for this station.
 HN0029
 HN0029.The dynamic height is computed by dividing the NAVD 88
 HN0029.geopotential number by the normal gravity value computed on the
 HN0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0029.degrees latitude (g = 980.6199 gals.).
 HN0029
 HN0029.The modeled gravity was interpolated from observed gravity values.
 HN0029
 HN0029;                    North         East    Units  Estimated Accuracy
 HN0029;SPC UT S     - 3,128,330.      599,930.      MT  (+/- 180 meters Scaled)
 HN0029
 HN0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG558857(NAD 83)
 HN0029
 HN0029                          SUPERSEDED SURVEY CONTROL
 HN0029
 HN0029  NGVD 29 (??/??/92) 1197.375  (m)         3928.39   (f) ADJ UNCH    1 2
 HN0029
 HN0029.Superseded values are not recommended for survey control.
 HN0029
 HN0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0029.See file dsdata.pdf to determine how the superseded data were derived.
 HN0029
 HN0029_MARKER: DB = BENCH MARK DISK
 HN0029_SETTING: 66 = SET IN ROCK OUTCROP
 HN0029_STAMPING: S 114 1958
 HN0029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0029+STABILITY: POSITION/ELEVATION WELL
 HN0029
 HN0029  HISTORY     - Date     Condition        Report By
 HN0029  HISTORY     - 1958     MONUMENTED       CGS
 HN0029  HISTORY     - 1982     GOOD             USGS
 HN0029  HISTORY     - 1982     GOOD             USGS
 HN0029
 HN0029                          STATION DESCRIPTION
 HN0029
 HN0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0029'21.4 MI NW FROM FRY CANYON.
 HN0029'ABOUT 21.4 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0029'AT FRY CANYON, 0.75 MILE SOUTHWEST OF THE JUNCTION OF A BLADED DIRT
 HN0029'ROAD LEADING NORTHEAST TO AN AIRSTRIP, 70 YARDS SOUTHWEST OF THE
 HN0029'CENTER OF A SHORT CUT AROUND THE EAST END OF A ROCKY RIDGE, IN THE TOP
 HN0029'OF AN OUTCROPPING OF BEDROCK, 37 1/2 FEET SOUTHEAST OF THE CENTER LINE
 HN0029'OF THE HIGHWAY, 3 1/2 FEET SOUTHEAST OF A CAIRN AND ABOUT 3 1/2 FEET
 HN0029'LOWER THAN THE HIGHWAY.
 HN0029
 HN0029                          STATION RECOVERY (1982)
 HN0029
 HN0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0029'ABOUT 17.3 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST
 HN0029'OFFICE AT FRY CANYON TO JCT. WITH GRADED DIRT ROAD SOUTH-WEST (WHITE
 HN0029'CANYON ROAD), THENCE SOUTHWEST ALONG WHITE CANYON RD. FOR 2.6 MI. TO
 HN0029'RD. JCT WITH ATRACK ROAD SOUTH, THENCE 0.2 MI, ALONG GRADED DIRT RD,
 HN0029'TO A DRAIN CROSSING, THENCE 1.3 MI. NORTHEAST OF THE CROSSING, 73
 HN0029'YARDS SOUTHWEST OF THE CENTER OF A SHORT CUT AROUND THE EAST END OF A
 HN0029'ROCKY RIDGE IN THE TOP OF AN OUTCROPING OF BEDROCK 38 FEET SOUTHEAST
 HN0029'OF THE CENTERLINE OF THE ROAD 3 1/2 FEET SOUTHEAST OF A CAIRN.
 HN0029
 HN0029                          STATION RECOVERY (1982)
 HN0029
 HN0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0029'ABOUT 17.3 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST
 HN0029'OFFICE AT FRY CANYON TO JCT. WITH GRADED DIRT ROAD SOUTH-WEST (WHITE
 HN0029'CANYON ROAD), THENCE SOUTHWEST ALONG WHITE CANYON RD. FOR 2.6 MI. TO
 HN0029'RD. JCT WITH ATRACK ROAD SOUTH, THENCE 0.2 MI, ALONG GRADED DIRT RD,
 HN0029'TO A DRAIN CROSSING, THENCE 1.3 MI. NORTHEAST OF THE CROSSING, 73
 HN0029'YARDS SOUTHWEST OF THE CENTER OF A SHORT CUT AROUND THE EAST END OF A
 HN0029'ROCKY RIDGE IN THE TOP OF AN OUTCROPING OF BEDROCK 38 FEET SOUTHEAST
 HN0029'OF THE CENTERLINE OF THE ROAD 3 1/2 FEET SOUTHEAST OF A CAIRN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0057 ***********************************************************************
 HN0057  DESIGNATION -  S 115
 HN0057  PID         -  HN0057
 HN0057  STATE/COUNTY-  UT/SAN JUAN
 HN0057  COUNTRY     -  US
 HN0057  USGS QUAD   -  JACOBS CHAIR (2017)
 HN0057
 HN0057                         *CURRENT SURVEY CONTROL
 HN0057  ______________________________________________________________________
 HN0057* NAD 83(1986) POSITION- 37 38 34.     (N) 110 08 43.     (W)   SCALED
 HN0057* NAVD 88 ORTHO HEIGHT -  1626.909 (meters)     5337.62  (feet) ADJUSTED
 HN0057  ______________________________________________________________________
 HN0057  GEOID HEIGHT    -        -20.287 (meters)                     GEOID18
 HN0057  DYNAMIC HEIGHT  -       1625.090 (meters)     5331.65  (feet) COMP
 HN0057  MODELED GRAVITY -    979,454.8   (mgal)                       NAVD 88
 HN0057
 HN0057  VERT ORDER      -  FIRST     CLASS II
 HN0057
 HN0057.The horizontal coordinates were scaled from a map and have
 HN0057.an estimated accuracy of +/- 6 seconds.
 HN0057
 HN0057.The orthometric height was determined by differential leveling and
 HN0057.adjusted by the NATIONAL GEODETIC SURVEY
 HN0057.in June 1991.
 HN0057
 HN0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0057.GEOID18 height accuracy estimate available here.
 HN0057
 HN0057.Click photographs - Photos may exist for this station.
 HN0057
 HN0057.The dynamic height is computed by dividing the NAVD 88
 HN0057.geopotential number by the normal gravity value computed on the
 HN0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0057.degrees latitude (g = 980.6199 gals.).
 HN0057
 HN0057.The modeled gravity was interpolated from observed gravity values.
 HN0057
 HN0057;                    North         East    Units  Estimated Accuracy
 HN0057;SPC UT S     - 3,109,200.      619,550.      MT  (+/- 180 meters Scaled)
 HN0057
 HN0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG754665(NAD 83)
 HN0057
 HN0057                          SUPERSEDED SURVEY CONTROL
 HN0057
 HN0057  NGVD 29 (??/??/92) 1625.892  (m)         5334.28   (f) ADJ UNCH    1 2
 HN0057
 HN0057.Superseded values are not recommended for survey control.
 HN0057
 HN0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0057.See file dsdata.pdf to determine how the superseded data were derived.
 HN0057
 HN0057_MARKER: DB = BENCH MARK DISK
 HN0057_SETTING: 66 = SET IN ROCK OUTCROP
 HN0057_STAMPING: S 115 1958
 HN0057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0057+STABILITY: POSITION/ELEVATION WELL
 HN0057
 HN0057  HISTORY     - Date     Condition        Report By
 HN0057  HISTORY     - 1958     MONUMENTED       CGS
 HN0057  HISTORY     - 1979     MARK NOT FOUND   NGS
 HN0057  HISTORY     - 1979     MARK NOT FOUND   NGS
 HN0057
 HN0057                          STATION DESCRIPTION
 HN0057
 HN0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0057'0.7 MI NE FROM FRY CANYON.
 HN0057'ABOUT 0.7 MILE NORTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0057'AT FRY CANYON, AT A SUMMIT, 75 FEET SOUTH OF THE CENTER OF THE
 HN0057'JUNCTION OF A TRACK ROAD SOUTHEAST, IN THE TOP OF THE NORTHEAST END OF
 HN0057'A LARGE OUTCROP THAT IS FLUSH WITH THE GROUND, 40 FEET SOUTHEAST OF
 HN0057'THE CENTER LINE OF THE HIGHWAY, 66 FEET SOUTHWEST OF THE CENTER LINE
 HN0057'OF THE ROAD, 29 FEET SOUTHWEST OF A 12-INCH CEDAR TREE BEARING A
 HN0057'SURVEY PLAQUE, AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
 HN0057
 HN0057                          STATION RECOVERY (1979)
 HN0057
 HN0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HN0057'MARK NOT FOUND.
 HN0057
 HN0057                          STATION RECOVERY (1979)
 HN0057
 HN0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HN0057'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0282 ***********************************************************************
 HM0282  DESIGNATION -  S 116
 HM0282  PID         -  HM0282
 HM0282  STATE/COUNTY-  UT/SAN JUAN
 HM0282  COUNTRY     -  US
 HM0282  USGS QUAD   -  SOUTH LONG POINT (2017)
 HM0282
 HM0282                         *CURRENT SURVEY CONTROL
 HM0282  ______________________________________________________________________
 HM0282* NAD 83(1986) POSITION- 37 33 38.     (N) 109 50 21.     (W)   SCALED
 HM0282* NAVD 88 ORTHO HEIGHT -  2087.945 (meters)     6850.20  (feet) ADJUSTED
 HM0282  ______________________________________________________________________
 HM0282  GEOID HEIGHT    -        -19.569 (meters)                     GEOID18
 HM0282  DYNAMIC HEIGHT  -       2085.429 (meters)     6841.95  (feet) COMP
 HM0282  MODELED GRAVITY -    979,349.7   (mgal)                       NAVD 88
 HM0282
 HM0282  VERT ORDER      -  FIRST     CLASS II
 HM0282
 HM0282.The horizontal coordinates were scaled from a map and have
 HM0282.an estimated accuracy of +/- 6 seconds.
 HM0282
 HM0282.The orthometric height was determined by differential leveling and
 HM0282.adjusted by the NATIONAL GEODETIC SURVEY
 HM0282.in June 1991.
 HM0282
 HM0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0282.GEOID18 height accuracy estimate available here.
 HM0282
 HM0282.Click photographs - Photos may exist for this station.
 HM0282
 HM0282.The dynamic height is computed by dividing the NAVD 88
 HM0282.geopotential number by the normal gravity value computed on the
 HM0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0282.degrees latitude (g = 980.6199 gals.).
 HM0282
 HM0282.The modeled gravity was interpolated from observed gravity values.
 HM0282
 HM0282;                    North         East    Units  Estimated Accuracy
 HM0282;SPC UT S     - 3,100,510.      646,730.      MT  (+/- 180 meters Scaled)
 HM0282
 HM0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG025576(NAD 83)
 HM0282
 HM0282                          SUPERSEDED SURVEY CONTROL
 HM0282
 HM0282  NGVD 29 (??/??/92) 2086.814  (m)         6846.49   (f) ADJ UNCH    1 2
 HM0282
 HM0282.Superseded values are not recommended for survey control.
 HM0282
 HM0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0282.See file dsdata.pdf to determine how the superseded data were derived.
 HM0282
 HM0282_MARKER: DB = BENCH MARK DISK
 HM0282_SETTING: 66 = SET IN ROCK OUTCROP
 HM0282_STAMPING: S 116 1958
 HM0282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0282+STABILITY: POSITION/ELEVATION WELL
 HM0282
 HM0282  HISTORY     - Date     Condition        Report By
 HM0282  HISTORY     - 1958     MONUMENTED       CGS
 HM0282  HISTORY     - 1959     GOOD             CGS
 HM0282  HISTORY     - 1979     GOOD             USGS
 HM0282
 HM0282                          STATION DESCRIPTION
 HM0282
 HM0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0282'25.9 MI SE FROM FRY CANYON.
 HM0282'ABOUT 25.9 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HM0282'AT FRY CANYON, 0.3 MILE SOUTHEAST OF THE CROSSING OF FISH CREEK, AT A
 HM0282'SMALL HIGHWAY TURNOUT AND DIRECTLY ACROSS THE HIGHWAY FROM A SHARP
 HM0282'DROP, IN A ROCK OUTCROP, 39 FEET NORTH OF THE CENTER LINE OF THE
 HM0282'HIGHWAY, 9 FEET SOUTHWEST OF A 4-FOOT HIGH BOULDER WITH THE ENGRAVED
 HM0282'LETTERS BM, 15 FEET EAST OF A WITNESS POST AND ABOUT 1 FOOT HIGHER
 HM0282'THAN THE HIGHWAY.
 HM0282
 HM0282                          STATION RECOVERY (1979)
 HM0282
 HM0282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0282'ABOUT 4.3 MILES SOUTH ALONG STATE HIGHWAY 163, THENCE 26.5 MILES WEST
 HM0282'ALONG STATE HIGHWAY 95 TO SIDE ROAD LEFT, TURN LEFT AND GO 0.35 MILES
 HM0282'ALONG DIRT ROAD IN A ROCK OUTCROP, 44 FEET NORTH OF THE ROAD CENTER-
 HM0282'LINE 9 FEET SOUTH OF A 4 FOOT HIGH BOULDER WITH THE ENGRAVED LETTERS
 HM0282''BM', 15 FEET EAST OF A WITNESS POST, A STANDARD NGS DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0306 ***********************************************************************
 HM0306  DESIGNATION -  S 117
 HM0306  PID         -  HM0306
 HM0306  STATE/COUNTY-  UT/SAN JUAN
 HM0306  COUNTRY     -  US
 HM0306  USGS QUAD   -  HOTEL ROCK (2017)
 HM0306
 HM0306                         *CURRENT SURVEY CONTROL
 HM0306  ______________________________________________________________________
 HM0306* NAD 83(1986) POSITION- 37 34 34.     (N) 109 37 31.     (W)   SCALED
 HM0306* NAVD 88 ORTHO HEIGHT -  1709.399 (meters)     5608.25  (feet) ADJUSTED
 HM0306  ______________________________________________________________________
 HM0306  GEOID HEIGHT    -        -19.848 (meters)                     GEOID18
 HM0306  DYNAMIC HEIGHT  -       1707.439 (meters)     5601.82  (feet) COMP
 HM0306  MODELED GRAVITY -    979,423.5   (mgal)                       NAVD 88
 HM0306
 HM0306  VERT ORDER      -  FIRST     CLASS II
 HM0306
 HM0306.The horizontal coordinates were scaled from a map and have
 HM0306.an estimated accuracy of +/- 6 seconds.
 HM0306
 HM0306.The orthometric height was determined by differential leveling and
 HM0306.adjusted by the NATIONAL GEODETIC SURVEY
 HM0306.in June 1991.
 HM0306
 HM0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0306.GEOID18 height accuracy estimate available here.
 HM0306
 HM0306.Click photographs - Photos may exist for this station.
 HM0306
 HM0306.The dynamic height is computed by dividing the NAVD 88
 HM0306.geopotential number by the normal gravity value computed on the
 HM0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0306.degrees latitude (g = 980.6199 gals.).
 HM0306
 HM0306.The modeled gravity was interpolated from observed gravity values.
 HM0306
 HM0306;                    North         East    Units  Estimated Accuracy
 HM0306;SPC UT S     - 3,102,590.      665,590.      MT  (+/- 180 meters Scaled)
 HM0306
 HM0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG213596(NAD 83)
 HM0306
 HM0306                          SUPERSEDED SURVEY CONTROL
 HM0306
 HM0306  NGVD 29 (??/??/92) 1708.369  (m)         5604.87   (f) ADJ UNCH    1 2
 HM0306
 HM0306.Superseded values are not recommended for survey control.
 HM0306
 HM0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0306.See file dsdata.pdf to determine how the superseded data were derived.
 HM0306
 HM0306_MARKER: DB = BENCH MARK DISK
 HM0306_SETTING: 66 = SET IN ROCK OUTCROP
 HM0306_STAMPING: S 117 1958
 HM0306_MARK LOGO: CGS
 HM0306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0306+STABILITY: POSITION/ELEVATION WELL
 HM0306
 HM0306  HISTORY     - Date     Condition        Report By
 HM0306  HISTORY     - 1958     MONUMENTED       CGS
 HM0306  HISTORY     - 1959     GOOD             CGS
 HM0306  HISTORY     - 1979     GOOD             USGS
 HM0306  HISTORY     - 1979     GOOD             USGS
 HM0306
 HM0306                          STATION DESCRIPTION
 HM0306
 HM0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0306'13.1 MI SW FROM BLANDING.
 HM0306'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0306'BLANDING, THENCE 9.2 MILES WEST ALONG STATE HIGHWAY 95, 0.1 MILE WEST
 HM0306'OF A SUMMIT, ON THE NORTHEAST BANK OF A WASH, IN THE TOP OF SANDSTONE
 HM0306'BEDROCK, 87 FEET NORTHEAST AND ACROSS THE WASH FROM THE JUNCTION OF A
 HM0306'DIRT ROAD SOUTH, 48 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 45
 HM0306'FEET NORTHEAST OF THE CENTER LINE OF THE WASH, 44 FEET SOUTHWEST OF
 HM0306'THE EDGE OF AN UNDERMINED LAYER OF SANDSTONE, 2 FEET SOUTH OF A
 HM0306'WITNESS POST AND 2 FEET HIGHER THAN THE HIGHWAY.
 HM0306
 HM0306                          STATION RECOVERY (1979)
 HM0306
 HM0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0306'4.0 MI. SOUTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0306'BLANDING THENCE 6.35 NI WEST ALONG STATE HIGHWAY 95 TO A ROAD JCT
 HM0306'NORTH, THENCE 1.0 MI NORTH TO A Y-RD WEST, THENCE 1.85 MI WEST ALONG
 HM0306'DIRT ROAD (OLD 95) 0.1 MI WEST OF A SUMMIT, ON THE NORTHEAST BANK OF
 HM0306'A WASH, IN THE TOP OF SANDSTONE CENTERLINE OF THE WASH, 44 FT.
 HM0306'SOUTHWEST OF THE EDGE OF AN UNDERMINED LAYER OF SANDSTONE, 2 FT.
 HM0306'SOUTH OF A WITNESS POST, AND 2 FEET HIGHER THAN THE ROAD.
 HM0306
 HM0306                          STATION RECOVERY (1979)
 HM0306
 HM0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0306'4.0 MI. SOUTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0306'BLANDING THENCE 6.35 NI WEST ALONG STATE HIGHWAY 95 TO A ROAD JCT
 HM0306'NORTH, THENCE 1.0 MI NORTH TO A Y-RD WEST, THENCE 1.85 MI WEST ALONG
 HM0306'DIRT ROAD (OLD 95) 0.1 MI WEST OF A SUMMIT, ON THE NORTHEAST BANK OF
 HM0306'A WASH, IN THE TOP OF SANDSTONE CENTERLINE OF THE WASH, 44 FT.
 HM0306'SOUTHWEST OF THE EDGE OF AN UNDERMINED LAYER OF SANDSTONE, 2 FT.
 HM0306'SOUTH OF A WITNESS POST, AND 2 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0321 ***********************************************************************
 HN0321  DESIGNATION -  S 12
 HN0321  PID         -  HN0321
 HN0321  STATE/COUNTY-  UT/GARFIELD
 HN0321  COUNTRY     -  US
 HN0321  USGS QUAD   -  THE POST (2017)
 HN0321
 HN0321                         *CURRENT SURVEY CONTROL
 HN0321  ______________________________________________________________________
 HN0321* NAD 83(1986) POSITION- 37 48 16.     (N) 110 58 12.     (W)   SCALED
 HN0321* NAVD 88 ORTHO HEIGHT -  1465.616 (meters)     4808.44  (feet) POSTED
 HN0321  ______________________________________________________________________
 HN0321  GEOID HEIGHT    -        -20.929 (meters)                     GEOID18
 HN0321  DYNAMIC HEIGHT  -       1463.99  (meters)     4803.1   (feet) COMP
 HN0321  MODELED GRAVITY -    979,468.5   (mgal)                       NAVD 88
 HN0321
 HN0321  VERT ORDER      -  * POSTED, SEE BELOW
 HN0321
 HN0321.The horizontal coordinates were scaled from a map and have
 HN0321.an estimated accuracy of +/- 6 seconds.
 HN0321
 HN0321.The orthometric height was determined by differential leveling
 HN0321.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0321
 HN0321.* This is a POSTED BENCH MARK height.
 HN0321
 HN0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0321.GEOID18 height accuracy estimate available here.
 HN0321
 HN0321.Click photographs - Photos may exist for this station.
 HN0321
 HN0321.The dynamic height is computed by dividing the NAVD 88
 HN0321.geopotential number by the normal gravity value computed on the
 HN0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0321.degrees latitude (g = 980.6199 gals.).
 HN0321
 HN0321.The modeled gravity was interpolated from observed gravity values.
 HN0321
 HN0321;                    North         East    Units  Estimated Accuracy
 HN0321;SPC UT S     - 3,126,410.      546,670.      MT  (+/- 180 meters Scaled)
 HN0321
 HN0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG026841(NAD 83)
 HN0321
 HN0321                          SUPERSEDED SURVEY CONTROL
 HN0321
 HN0321  NGVD 29 (??/??/92) 1464.494  (m)         4804.76   (f) ADJ UNCH    1 2
 HN0321
 HN0321.Superseded values are not recommended for survey control.
 HN0321
 HN0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0321.See file dsdata.pdf to determine how the superseded data were derived.
 HN0321
 HN0321_MARKER: DB = BENCH MARK DISK
 HN0321_SETTING: 66 = SET IN ROCK OUTCROP
 HN0321_STAMPING: S 12 1921
 HN0321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0321+STABILITY: POSITION/ELEVATION WELL
 HN0321
 HN0321  HISTORY     - Date     Condition        Report By
 HN0321  HISTORY     - 1921     MONUMENTED       CGS
 HN0321
 HN0321                          STATION DESCRIPTION
 HN0321
 HN0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 HN0321'3.5 MI N FROM MULEY TANKS.
 HN0321'3-1/2 MILES NORTH ALONG THE HALLS CROSSING ROAD FROM MULEY TANKS,
 HN0321'GARFIELD COUNTY, 400 FEET EAST OF LARGE TWIN SANDSTONE BUTTES, 24 FEET
 HN0321'WEST OF THE POINT WHERE THE ROAD PASSES OVER THE EAST EDGE OF A RED
 HN0321'SANDSTONE BOULDER, NEAR A CAIRN, AND IN SOLID ROCK.  A STANDARD DISK,
 HN0321'STAMPED S 12 1921.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0281 ***********************************************************************
 HO0281  DESIGNATION -  S 123
 HO0281  PID         -  HO0281
 HO0281  STATE/COUNTY-  UT/WASHINGTON
 HO0281  COUNTRY     -  US
 HO0281  USGS QUAD   -  CENTRAL WEST (2017)
 HO0281
 HO0281                         *CURRENT SURVEY CONTROL
 HO0281  ______________________________________________________________________
 HO0281* NAD 83(1986) POSITION- 37 28 30.     (N) 113 37 38.     (W)   SCALED
 HO0281* NAVD 88 ORTHO HEIGHT -  1763.617 (meters)     5786.13  (feet) ADJUSTED
 HO0281  ______________________________________________________________________
 HO0281  GEOID HEIGHT    -        -23.199 (meters)                     GEOID18
 HO0281  DYNAMIC HEIGHT  -       1761.553 (meters)     5779.36  (feet) COMP
 HO0281  MODELED GRAVITY -    979,397.1   (mgal)                       NAVD 88
 HO0281
 HO0281  VERT ORDER      -  SECOND    CLASS 0
 HO0281
 HO0281.The horizontal coordinates were scaled from a map and have
 HO0281.an estimated accuracy of +/- 6 seconds.
 HO0281
 HO0281.The orthometric height was determined by differential leveling and
 HO0281.adjusted by the NATIONAL GEODETIC SURVEY
 HO0281.in June 1991.
 HO0281
 HO0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0281.GEOID18 height accuracy estimate available here.
 HO0281
 HO0281.Click photographs - Photos may exist for this station.
 HO0281
 HO0281.The dynamic height is computed by dividing the NAVD 88
 HO0281.geopotential number by the normal gravity value computed on the
 HO0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0281.degrees latitude (g = 980.6199 gals.).
 HO0281
 HO0281.The modeled gravity was interpolated from observed gravity values.
 HO0281
 HO0281;                    North         East    Units  Estimated Accuracy
 HO0281;SPC UT S     - 3,091,850.      311,860.      MT  (+/- 180 meters Scaled)
 HO0281
 HO0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG676508(NAD 83)
 HO0281
 HO0281                          SUPERSEDED SURVEY CONTROL
 HO0281
 HO0281  NGVD 29 (??/??/92) 1762.487  (m)         5782.43   (f) ADJ UNCH    2 0
 HO0281
 HO0281.Superseded values are not recommended for survey control.
 HO0281
 HO0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0281.See file dsdata.pdf to determine how the superseded data were derived.
 HO0281
 HO0281_MARKER: DB = BENCH MARK DISK
 HO0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0281_STAMPING: S 123 1934
 HO0281_MARK LOGO: CGS
 HO0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0281+STABILITY: SURFACE MOTION
 HO0281
 HO0281  HISTORY     - Date     Condition        Report By
 HO0281  HISTORY     - 1934     MONUMENTED       CGS
 HO0281  HISTORY     - 1972     MARK NOT FOUND   USFS
 HO0281
 HO0281                          STATION DESCRIPTION
 HO0281
 HO0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0281'10.5 MI S FROM ENTERPRISE.
 HO0281'10.5 MILES SOUTH ALONG THE 1934 ROUTE OF STATE HIGHWAY 18 FROM
 HO0281'ENTERPRISE, WASHINGTON COUNTY, 122 FEET NORTH OF A 24-INCH IRON-PIPE
 HO0281'CULVERT, AND 27 FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY.  A
 HO0281'STANDARD DISK, STAMPED S 123 1934 AND SET IN THE TOP OF A CONCRETE
 HO0281'POST.
 HO0281
 HO0281                          STATION RECOVERY (1972)
 HO0281
 HO0281'RECOVERY NOTE BY US FOREST SERVICE 1972
 HO0281'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0454 ***********************************************************************
 MR0454  DESIGNATION -  S 125
 MR0454  PID         -  MR0454
 MR0454  STATE/COUNTY-  UT/CACHE
 MR0454  COUNTRY     -  US
 MR0454  USGS QUAD   -  LOGAN (2017)
 MR0454
 MR0454                         *CURRENT SURVEY CONTROL
 MR0454  ______________________________________________________________________
 MR0454* NAD 83(1986) POSITION- 41 44 36.     (N) 111 45 42.     (W)   SCALED
 MR0454* NAVD 88 ORTHO HEIGHT -  1484.137 (meters)     4869.21  (feet) ADJUSTED
 MR0454  ______________________________________________________________________
 MR0454  GEOID HEIGHT    -        -15.139 (meters)                     GEOID18
 MR0454  DYNAMIC HEIGHT  -       1483.009 (meters)     4865.51  (feet) COMP
 MR0454  MODELED GRAVITY -    979,812.1   (mgal)                       NAVD 88
 MR0454
 MR0454  VERT ORDER      -  SECOND    CLASS 0
 MR0454
 MR0454.The horizontal coordinates were scaled from a map and have
 MR0454.an estimated accuracy of +/- 6 seconds.
 MR0454
 MR0454.The orthometric height was determined by differential leveling and
 MR0454.adjusted by the NATIONAL GEODETIC SURVEY
 MR0454.in June 1991.
 MR0454
 MR0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0454.GEOID18 height accuracy estimate available here.
 MR0454
 MR0454.Click photographs - Photos may exist for this station.
 MR0454
 MR0454.The dynamic height is computed by dividing the NAVD 88
 MR0454.geopotential number by the normal gravity value computed on the
 MR0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0454.degrees latitude (g = 980.6199 gals.).
 MR0454
 MR0454.The modeled gravity was interpolated from observed gravity values.
 MR0454
 MR0454;                    North         East    Units  Estimated Accuracy
 MR0454;SPC UT N     - 1,156,620.      478,230.      MT  (+/- 180 meters Scaled)
 MR0454
 MR0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM366215(NAD 83)
 MR0454
 MR0454                          SUPERSEDED SURVEY CONTROL
 MR0454
 MR0454  NGVD 29 (??/??/92) 1483.032  (m)         4865.58   (f) ADJ UNCH    2 0
 MR0454
 MR0454.Superseded values are not recommended for survey control.
 MR0454
 MR0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0454.See file dsdata.pdf to determine how the superseded data were derived.
 MR0454
 MR0454_MARKER: DB = BENCH MARK DISK
 MR0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0454_SP_SET: UNDERPASS
 MR0454_STAMPING: S 125 1934
 MR0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0454
 MR0454  HISTORY     - Date     Condition        Report By
 MR0454  HISTORY     - 1934     MONUMENTED       CGS
 MR0454  HISTORY     - 1951     GOOD             CGS
 MR0454
 MR0454                          STATION DESCRIPTION
 MR0454
 MR0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0454'4.2 MI NE FROM LOGAN.
 MR0454'ABOUT 4.2 MILES NORTHEAST ALONG U.S. HIGHWAY 89 FROM THE JUNIOR HIGH
 MR0454'SCHOOL AT LOGAN, CACHE COUNTY, ABOUT 0.8 MILE WEST OF A HYDRO-ELECTRIC
 MR0454'PLANT, ABOUT 165 FEET WEST OF A DIVERSION DAM, ABOUT 140 FEET WEST OF
 MR0454'A HEAD GATE, AT A CANAL UNDERPASS, IN THE TOP OF THE CONCRETE HEADING,
 MR0454'42 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 24 FEET SOUTH OF THE
 MR0454'EAST END OF A GUARD RAIL, AND ABOUT 6 FEET LOWER THAN THE HIGHWAY. A
 MR0454'STANDARD DISK, STAMPED S 125 1934.
 MR0454
 MR0454                          STATION RECOVERY (1951)
 MR0454
 MR0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 MR0454'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0206 ***********************************************************************
 HM0206  DESIGNATION -  S 127
 HM0206  PID         -  HM0206
 HM0206  STATE/COUNTY-  UT/SAN JUAN
 HM0206  COUNTRY     -  US
 HM0206  USGS QUAD   -  MONTICELLO SOUTH (2017)
 HM0206
 HM0206                         *CURRENT SURVEY CONTROL
 HM0206  ______________________________________________________________________
 HM0206* NAD 83(1986) POSITION- 37 52 13.     (N) 109 15 05.     (W)   SCALED
 HM0206* NAVD 88 ORTHO HEIGHT -  2061.003 (meters)     6761.81  (feet) ADJUSTED
 HM0206  ______________________________________________________________________
 HM0206  GEOID HEIGHT    -        -19.012 (meters)                     GEOID18
 HM0206  DYNAMIC HEIGHT  -       2058.521 (meters)     6753.66  (feet) COMP
 HM0206  MODELED GRAVITY -    979,351.6   (mgal)                       NAVD 88
 HM0206
 HM0206  VERT ORDER      -  SECOND    CLASS 0
 HM0206
 HM0206.The horizontal coordinates were scaled from a map and have
 HM0206.an estimated accuracy of +/- 6 seconds.
 HM0206
 HM0206.The orthometric height was determined by differential leveling and
 HM0206.adjusted by the NATIONAL GEODETIC SURVEY
 HM0206.in June 1991.
 HM0206
 HM0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0206.GEOID18 height accuracy estimate available here.
 HM0206
 HM0206.Click photographs - Photos may exist for this station.
 HM0206
 HM0206.The dynamic height is computed by dividing the NAVD 88
 HM0206.geopotential number by the normal gravity value computed on the
 HM0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0206.degrees latitude (g = 980.6199 gals.).
 HM0206
 HM0206.The modeled gravity was interpolated from observed gravity values.
 HM0206
 HM0206;                    North         East    Units  Estimated Accuracy
 HM0206;SPC UT S     - 3,135,960.      697,820.      MT  (+/- 180 meters Scaled)
 HM0206
 HM0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG537928(NAD 83)
 HM0206
 HM0206                          SUPERSEDED SURVEY CONTROL
 HM0206
 HM0206  NGVD 29 (??/??/92) 2059.836  (m)         6757.98   (f) ADJ UNCH    2 0
 HM0206
 HM0206.Superseded values are not recommended for survey control.
 HM0206
 HM0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0206.See file dsdata.pdf to determine how the superseded data were derived.
 HM0206
 HM0206_MARKER: DB = BENCH MARK DISK
 HM0206_SETTING: 66 = SET IN ROCK OUTCROP
 HM0206_STAMPING: S 127 1934
 HM0206_MARK LOGO: CGS
 HM0206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0206+STABILITY: POSITION/ELEVATION WELL
 HM0206
 HM0206  HISTORY     - Date     Condition        Report By
 HM0206  HISTORY     - 1934     MONUMENTED       CGS
 HM0206  HISTORY     - 1980     GOOD             USGS
 HM0206  HISTORY     - 1980     GOOD             USGS
 HM0206
 HM0206                          STATION DESCRIPTION
 HM0206
 HM0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0206'5.4 MI E FROM MONTICELLO.
 HM0206'5.4 MILES EAST OF, ALONG U.S. HWY 450, FROM MONTICELLO PUBLIC SCHOOL.
 HM0206'ABOUT 1000 FEET NORTH OF CARLSON BROTHERS FARM HOUSE.  165 FEET WEST
 HM0206'OF NORTHWEST END OF WOODEN HIGHWAY BRIDGE OVER DRAW.  110 FEET
 HM0206'NORTHEAST OF WOODEN GATE.  8.4 FEET NORTHEAST OF SOUTHWEST END ROCK
 HM0206'WALL FENCE.  54 FEET NORTH OF CENTERLINE OF U. S. HWY. 450.  4 FEET
 HM0206'NORTH OF RIGHT OF WAY FENCE.  BRONZE TABLET SET HORIZONTAL IN TOP OF
 HM0206'OUT-CROPPING OF SANDSTONE.
 HM0206
 HM0206                          STATION RECOVERY (1980)
 HM0206
 HM0206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0206'SAN JUAN CO. COURT HOUSE AT MONTICELLO UTAH, 1 BLOCK NORTH AND 5.4
 HM0206'MILES EAST ALONG US 666, AT A JUNCTION OF A DIM ROAD SOUTHWEST
 HM0206'LEADING TO SOME OLD FARM HOUSES, 65 FT. SE ALONG CENTER OF US 666 AND
 HM0206'52 FT. NE AT A RIGHT ANGLE TO US 666, 47 FT. SOUTH OF NORTH R.O.W.
 HM0206'FENCE, 175 FT. NW PARALLEL TO US 666 FROM THE NORTH END OF THE
 HM0206'WESTERMOST OF TWO 8 FOOT METAL CULVERTS, 4 FT. NORTH OF A 4 1/2 FOOT
 HM0206'HIGH 5 INCH CEDAR POST, ON BEDROCK COVERED BY 1 1/2 FT. OF FILL DIRT
 HM0206'FROM THE SHOULDER OF THE HWY. A STD. TABLET STAMP S 127 1934.
 HM0206
 HM0206                          STATION RECOVERY (1980)
 HM0206
 HM0206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0206'SAN JUAN CO. COURT HOUSE AT MONTICELLO UTAH, 1 BLOCK NORTH AND 5.4
 HM0206'MILES EAST ALONG US 666, AT A JUNCTION OF A DIM ROAD SOUTHWEST
 HM0206'LEADING TO SOME OLD FARM HOUSES, 65 FT. SE ALONG CENTER OF US 666 AND
 HM0206'52 FT. NE AT A RIGHT ANGLE TO US 666, 47 FT. SOUTH OF NORTH R.O.W.
 HM0206'FENCE, 175 FT. NW PARALLEL TO US 666 FROM THE NORTH END OF THE
 HM0206'WESTERMOST OF TWO 8 FOOT METAL CULVERTS, 4 FT. NORTH OF A 4 1/2 FOOT
 HM0206'HIGH 5 INCH CEDAR POST, ON BEDROCK COVERED BY 1 1/2 FT. OF FILL DIRT
 HM0206'FROM THE SHOULDER OF THE HWY. A STD. TABLET STAMP S 127 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0199 ***********************************************************************
 HN0199  DESIGNATION -  S 13
 HN0199  PID         -  HN0199
 HN0199  STATE/COUNTY-  UT/SAN JUAN
 HN0199  COUNTRY     -  US
 HN0199  USGS QUAD   -  NASJA MESA (2017)
 HN0199
 HN0199                         *CURRENT SURVEY CONTROL
 HN0199  ______________________________________________________________________
 HN0199* NAD 83(1986) POSITION- 37 08 37.     (N) 110 57 14.     (W)   SCALED
 HN0199* NAVD 88 ORTHO HEIGHT -   999.203 (meters)     3278.22  (feet) POSTED
 HN0199  ______________________________________________________________________
 HN0199  GEOID HEIGHT    -        -22.839 (meters)                     GEOID18
 HN0199  DYNAMIC HEIGHT  -        997.97  (meters)     3274.2   (feet) COMP
 HN0199  MODELED GRAVITY -    979,369.5   (mgal)                       NAVD 88
 HN0199
 HN0199  VERT ORDER      -  * POSTED, SEE BELOW
 HN0199
 HN0199.The horizontal coordinates were scaled from a map and have
 HN0199.an estimated accuracy of +/- 6 seconds.
 HN0199
 HN0199.The orthometric height was determined by differential leveling
 HN0199.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0199
 HN0199.* This is a POSTED BENCH MARK height.
 HN0199
 HN0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0199.GEOID18 height accuracy estimate available here.
 HN0199
 HN0199.Click photographs - Photos may exist for this station.
 HN0199
 HN0199.The dynamic height is computed by dividing the NAVD 88
 HN0199.geopotential number by the normal gravity value computed on the
 HN0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0199.degrees latitude (g = 980.6199 gals.).
 HN0199
 HN0199.The modeled gravity was interpolated from observed gravity values.
 HN0199
 HN0199;                    North         East    Units  Estimated Accuracy
 HN0199;SPC UT S     - 3,053,080.      548,520.      MT  (+/- 180 meters Scaled)
 HN0199
 HN0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG040108(NAD 83)
 HN0199
 HN0199                          SUPERSEDED SURVEY CONTROL
 HN0199
 HN0199  NGVD 29 (??/??/92)  998.125  (m)         3274.68   (f) ADJ UNCH    1 2
 HN0199
 HN0199.Superseded values are not recommended for survey control.
 HN0199
 HN0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0199.See file dsdata.pdf to determine how the superseded data were derived.
 HN0199
 HN0199_MARKER: DB = BENCH MARK DISK
 HN0199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HN0199_SP_SET: WALL
 HN0199_STAMPING: S 13 1921
 HN0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0199
 HN0199  HISTORY     - Date     Condition        Report By
 HN0199  HISTORY     - 1921     MONUMENTED       CGS
 HN0199  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0199  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0199
 HN0199                          STATION DESCRIPTION
 HN0199
 HN0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 HN0199'6.5 MI S FROM MOUTH OF SAN JUAN RIVER.
 HN0199'IN SAN JUAN COUNTY, 6-1/2 MILES SOUTH ALONG COLORADO RIVER FROM THE
 HN0199'MOUTH OF SAN JUAN RIVER, 1/4 MILES SOUTH (DOWNSTREAM) OF A VERY SMALL
 HN0199'NATURAL BRIDGE (VISIBLE FROM THE RIVER), AT THE POINT WHERE THE RIVER
 HN0199'FLOWS SOUTH-SOUTHEAST AFTER TURNING LEFT, ON THE EAST SIDE OF THE
 HN0199'RIVER, IN THE TOP OF THE WEST SIDE OF A HIGH WALL, IN THE SLOPING
 HN0199'SANDSTONE, 40 FEET EAST OF THE WATERS EDGE (OCTOBER 1921), AND NEAR A
 HN0199'CAIRN.  A STANDARD DISK, STAMPED S 13 1921.
 HN0199
 HN0199                          STATION RECOVERY (1982)
 HN0199
 HN0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0199'MARK NOT FOUND.
 HN0199
 HN0199                          STATION RECOVERY (1982)
 HN0199
 HN0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0199'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0202 ***********************************************************************
 KN0202  DESIGNATION -  S 131
 KN0202  PID         -  KN0202
 KN0202  STATE/COUNTY-  UT/SANPETE
 KN0202  COUNTRY     -  US
 KN0202  USGS QUAD   -  FAIRVIEW LAKES (2017)
 KN0202
 KN0202                         *CURRENT SURVEY CONTROL
 KN0202  ______________________________________________________________________
 KN0202* NAD 83(1986) POSITION- 39 39 00.     (N) 111 16 29.     (W)   SCALED
 KN0202* NAVD 88 ORTHO HEIGHT -  2716.305 (meters)     8911.74  (feet) ADJUSTED
 KN0202  ______________________________________________________________________
 KN0202  GEOID HEIGHT    -        -16.073 (meters)                     GEOID18
 KN0202  DYNAMIC HEIGHT  -       2713.167 (meters)     8901.45  (feet) COMP
 KN0202  MODELED GRAVITY -    979,372.1   (mgal)                       NAVD 88
 KN0202
 KN0202  VERT ORDER      -  SECOND    CLASS 0
 KN0202
 KN0202.The horizontal coordinates were scaled from a map and have
 KN0202.an estimated accuracy of +/- 6 seconds.
 KN0202
 KN0202.The orthometric height was determined by differential leveling and
 KN0202.adjusted by the NATIONAL GEODETIC SURVEY
 KN0202.in June 1991.
 KN0202
 KN0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0202.GEOID18 height accuracy estimate available here.
 KN0202
 KN0202.Click photographs - Photos may exist for this station.
 KN0202
 KN0202.The dynamic height is computed by dividing the NAVD 88
 KN0202.geopotential number by the normal gravity value computed on the
 KN0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0202.degrees latitude (g = 980.6199 gals.).
 KN0202
 KN0202.The modeled gravity was interpolated from observed gravity values.
 KN0202
 KN0202;                    North         East    Units  Estimated Accuracy
 KN0202;SPC UT C     - 2,146,200.      519,330.      MT  (+/- 180 meters Scaled)
 KN0202
 KN0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ764889(NAD 83)
 KN0202
 KN0202                          SUPERSEDED SURVEY CONTROL
 KN0202
 KN0202  NGVD 29 (??/??/92) 2714.890  (m)         8907.10   (f) ADJ UNCH    2 0
 KN0202
 KN0202.Superseded values are not recommended for survey control.
 KN0202
 KN0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0202.See file dsdata.pdf to determine how the superseded data were derived.
 KN0202
 KN0202_MARKER: DB = BENCH MARK DISK
 KN0202_SETTING: 66 = SET IN ROCK OUTCROP
 KN0202_STAMPING: S 131 1935
 KN0202_MARK LOGO: CGS
 KN0202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0202+STABILITY: POSITION/ELEVATION WELL
 KN0202
 KN0202  HISTORY     - Date     Condition        Report By
 KN0202  HISTORY     - 1935     MONUMENTED       CGS
 KN0202
 KN0202                          STATION DESCRIPTION
 KN0202
 KN0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0202'11.1 MI W FROM CLEAR CREEK.
 KN0202'IN SANPETE COUNTY, ABOUT 11.1 MILES WEST ALONG A TRAIL LEADING UP TO
 KN0202'FINN CANYON AND DOWN TO COAL CANYON, AND ALONG STATE HIGHWAY 31 FROM A
 KN0202'SCHOOL AT CLEAR CREEK, CARBON COUNTY, ABOUT 0.6 MILE EAST OF A SMALL
 KN0202'LOG CABIN, ABOUT 0.5 MILE WEST OF A ROAD JUNCTION, ABOUT 58 FEET NORTH
 KN0202'OF THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A SANDSTONE ROCK
 KN0202'LEDGE.  A STANDARD DISK, STAMPED S 131 1935.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0300 ***********************************************************************
 MR0300  DESIGNATION -  S 132
 MR0300  PID         -  MR0300
 MR0300  STATE/COUNTY-  UT/SUMMIT
 MR0300  COUNTRY     -  US
 MR0300  USGS QUAD   -  SHEARING CORRAL (2017)
 MR0300
 MR0300                         *CURRENT SURVEY CONTROL
 MR0300  ______________________________________________________________________
 MR0300* NAD 83(1986) POSITION- 41 08 17.     (N) 111 09 45.     (W)   SCALED
 MR0300* NAVD 88 ORTHO HEIGHT -  1962.965 (meters)     6440.16  (feet) ADJUSTED
 MR0300  ______________________________________________________________________
 MR0300  GEOID HEIGHT    -        -15.432 (meters)                     GEOID18
 MR0300  DYNAMIC HEIGHT  -       1961.173 (meters)     6434.28  (feet) COMP
 MR0300  MODELED GRAVITY -    979,641.9   (mgal)                       NAVD 88
 MR0300
 MR0300  VERT ORDER      -  FIRST     CLASS II
 MR0300
 MR0300.The horizontal coordinates were scaled from a map and have
 MR0300.an estimated accuracy of +/- 6 seconds.
 MR0300
 MR0300.The orthometric height was determined by differential leveling and
 MR0300.adjusted by the NATIONAL GEODETIC SURVEY
 MR0300.in June 1991.
 MR0300
 MR0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0300.GEOID18 height accuracy estimate available here.
 MR0300
 MR0300.Click photographs - Photos may exist for this station.
 MR0300
 MR0300.The dynamic height is computed by dividing the NAVD 88
 MR0300.geopotential number by the normal gravity value computed on the
 MR0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0300.degrees latitude (g = 980.6199 gals.).
 MR0300
 MR0300.The modeled gravity was interpolated from observed gravity values.
 MR0300
 MR0300;                    North         East    Units  Estimated Accuracy
 MR0300;SPC UT N     - 1,089,420.      528,340.      MT  (+/- 180 meters Scaled)
 MR0300
 MR0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL863540(NAD 83)
 MR0300
 MR0300                          SUPERSEDED SURVEY CONTROL
 MR0300
 MR0300  NGVD 29 (??/??/92) 1961.577  (m)         6435.61   (f) ADJ UNCH    1 2
 MR0300
 MR0300.Superseded values are not recommended for survey control.
 MR0300
 MR0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0300.See file dsdata.pdf to determine how the superseded data were derived.
 MR0300
 MR0300_MARKER: DB = BENCH MARK DISK
 MR0300_SETTING: 66 = SET IN ROCK OUTCROP
 MR0300_STAMPING: S 132 1958
 MR0300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0300+STABILITY: POSITION/ELEVATION WELL
 MR0300
 MR0300  HISTORY     - Date     Condition        Report By
 MR0300  HISTORY     - 1958     MONUMENTED       CGS
 MR0300  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0300
 MR0300                          STATION DESCRIPTION
 MR0300
 MR0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0300'6.1 MI SW FROM WAHSATCH.
 MR0300'ABOUT 6.1 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0300'STATION AT WAHSATCH, ABOUT 0.7 MILE SOUTH OF MILEPOST 933, IN THE TOP
 MR0300'OF A LARGE RED SANDSTONE LEDGE, ABOUT THE CENTER OF A S CURVE, 13 FEET
 MR0300'EAST OF THE EAST RAIL, 6 1/2 RAILS SOUTH OF CULVERT 933.60, AND ABOUT
 MR0300'LEVEL WITH THE TRACKS.
 MR0300
 MR0300                          STATION RECOVERY (1983)
 MR0300
 MR0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0300'NOTE=THERE HAS BEEN EXTENSIVE RAILROAD CONSTRUCTION AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0370 ***********************************************************************
 MR0370  DESIGNATION -  S 134
 MR0370  PID         -  MR0370
 MR0370  STATE/COUNTY-  UT/MORGAN
 MR0370  COUNTRY     -  US
 MR0370  USGS QUAD   -  SNOW BASIN (2017)
 MR0370
 MR0370                         *CURRENT SURVEY CONTROL
 MR0370  ______________________________________________________________________
 MR0370* NAD 83(1986) POSITION- 41 08 12.     (N) 111 47 28.     (W)   SCALED
 MR0370* NAVD 88 ORTHO HEIGHT -  1480.049 (meters)     4855.79  (feet) ADJUSTED
 MR0370  ______________________________________________________________________
 MR0370  GEOID HEIGHT    -        -16.254 (meters)                     GEOID18
 MR0370  DYNAMIC HEIGHT  -       1478.853 (meters)     4851.87  (feet) COMP
 MR0370  MODELED GRAVITY -    979,764.6   (mgal)                       NAVD 88
 MR0370
 MR0370  VERT ORDER      -  FIRST     CLASS II
 MR0370
 MR0370.The horizontal coordinates were scaled from a map and have
 MR0370.an estimated accuracy of +/- 6 seconds.
 MR0370
 MR0370.The orthometric height was determined by differential leveling and
 MR0370.adjusted by the NATIONAL GEODETIC SURVEY
 MR0370.in June 1991.
 MR0370
 MR0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0370.GEOID18 height accuracy estimate available here.
 MR0370
 MR0370.Click photographs - Photos may exist for this station.
 MR0370
 MR0370.The dynamic height is computed by dividing the NAVD 88
 MR0370.geopotential number by the normal gravity value computed on the
 MR0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0370.degrees latitude (g = 980.6199 gals.).
 MR0370
 MR0370.The modeled gravity was interpolated from observed gravity values.
 MR0370
 MR0370;                    North         East    Units  Estimated Accuracy
 MR0370;SPC UT N     - 1,089,250.      475,560.      MT  (+/- 180 meters Scaled)
 MR0370
 MR0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL336542(NAD 83)
 MR0370
 MR0370                          SUPERSEDED SURVEY CONTROL
 MR0370
 MR0370  NGVD 29 (??/??/92) 1478.897  (m)         4852.01   (f) SUPERSEDED  1 2
 MR0370  NGVD 29 (06/08/92) 1478.977  (m)         4852.28   (f) ADJUSTED    1 2
 MR0370
 MR0370.Superseded values are not recommended for survey control.
 MR0370
 MR0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0370.See file dsdata.pdf to determine how the superseded data were derived.
 MR0370
 MR0370_MARKER: DB = BENCH MARK DISK
 MR0370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0370_SP_SET: FOUNDATION
 MR0370_STAMPING: S 134 1958
 MR0370_MARK LOGO: CGS
 MR0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0370
 MR0370  HISTORY     - Date     Condition        Report By
 MR0370  HISTORY     - 1958     MONUMENTED       CGS
 MR0370  HISTORY     - 1983     GOOD             NGS
 MR0370
 MR0370                          STATION DESCRIPTION
 MR0370
 MR0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0370'9.4 MI NW FROM MORGAN.
 MR0370'ABOUT 9.4 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0370'STATION AT MORGAN, 0.4 MILE SOUTHWEST OF MILE POST 977, AT THE
 MR0370'SOUTHWEST END OF A CURVE, IN THE TOP OF THE NORTH CORNER OF THE
 MR0370'CONCRETE FOUNDATION OF OVERHEAD SIGNAL NUMBER 977.4, 7 FEET NORTHWEST
 MR0370'OF THE NEAR RAIL, AND ABOUT LEVEL WITH THE TRACK.
 MR0370
 MR0370                          STATION RECOVERY (1983)
 MR0370
 MR0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0370'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MR0370'FOLLOWING EXCEPTION, ADD THE SIGNAL HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0563 ***********************************************************************
 MR0563  DESIGNATION -  S 134 RESET
 MR0563  PID         -  MR0563
 MR0563  STATE/COUNTY-  UT/MORGAN
 MR0563  COUNTRY     -  US
 MR0563  USGS QUAD   -  SNOW BASIN (2017)
 MR0563
 MR0563                         *CURRENT SURVEY CONTROL
 MR0563  ______________________________________________________________________
 MR0563* NAD 83(1986) POSITION- 41 08 11.     (N) 111 47 27.     (W)   SCALED
 MR0563* NAVD 88 ORTHO HEIGHT -  1478.743 (meters)     4851.51  (feet) ADJUSTED
 MR0563  ______________________________________________________________________
 MR0563  GEOID HEIGHT    -        -16.255 (meters)                     GEOID18
 MR0563  DYNAMIC HEIGHT  -       1477.548 (meters)     4847.59  (feet) COMP
 MR0563  MODELED GRAVITY -    979,764.4   (mgal)                       NAVD 88
 MR0563
 MR0563  VERT ORDER      -  FIRST     CLASS II
 MR0563
 MR0563.The horizontal coordinates were scaled from a map and have
 MR0563.an estimated accuracy of +/- 6 seconds.
 MR0563
 MR0563.The orthometric height was determined by differential leveling and
 MR0563.adjusted by the NATIONAL GEODETIC SURVEY
 MR0563.in June 1991.
 MR0563
 MR0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0563.GEOID18 height accuracy estimate available here.
 MR0563
 MR0563.Click photographs - Photos may exist for this station.
 MR0563
 MR0563.The dynamic height is computed by dividing the NAVD 88
 MR0563.geopotential number by the normal gravity value computed on the
 MR0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0563.degrees latitude (g = 980.6199 gals.).
 MR0563
 MR0563.The modeled gravity was interpolated from observed gravity values.
 MR0563
 MR0563;                    North         East    Units  Estimated Accuracy
 MR0563;SPC UT N     - 1,089,220.      475,580.      MT  (+/- 180 meters Scaled)
 MR0563
 MR0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL336541(NAD 83)
 MR0563
 MR0563                          SUPERSEDED SURVEY CONTROL
 MR0563
 MR0563  NGVD 29 (06/08/92) 1477.671  (m)         4847.99   (f) ADJUSTED    1 2
 MR0563
 MR0563.Superseded values are not recommended for survey control.
 MR0563
 MR0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0563.See file dsdata.pdf to determine how the superseded data were derived.
 MR0563
 MR0563_MARKER: DV = VERTICAL CONTROL DISK
 MR0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0563_STAMPING: S 134 RESET 1977
 MR0563_MARK LOGO: NGS
 MR0563_MAGNETIC: N = NO MAGNETIC MATERIAL
 MR0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0563+STABILITY: SURFACE MOTION
 MR0563
 MR0563  HISTORY     - Date     Condition        Report By
 MR0563  HISTORY     - 1977     MONUMENTED       UPRR
 MR0563  HISTORY     - 19830126 GOOD             NGS
 MR0563
 MR0563                          STATION DESCRIPTION
 MR0563
 MR0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0563'9.4 MILES (15.1 KM) NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 MR0563'THE STATION IN MORGAN, 0.4 MILE (0.6 KM) SOUTHWEST OF MP 977, AT THE
 MR0563'SOUTH-SOUTHWEST END OF A CURVE, 152 FEET (46.3 M) NORTHEAST OF SWITCH
 MR0563'STAND, 43.4 FEET (13.2 M) SOUTHWEST NEAR RAIL, 147.7 FEET (45.0 M)
 MR0563'SOUTHEAST OF 1958 S-134 LOCATION AND 5 FEET (1.5 M) BELOW TOP OF RAIL,
 MR0563'3 FEET (0.9 M) NORTHEAST OF FENCE, METAL WITNESS POST 3 FEET (0.9 M)
 MR0563'SOUTHWEST, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0347 ***********************************************************************
 MR0347  DESIGNATION -  S 135
 MR0347  PID         -  MR0347
 MR0347  STATE/COUNTY-  UT/MORGAN
 MR0347  COUNTRY     -  US
 MR0347  USGS QUAD   -  DEVILS SLIDE (2017)
 MR0347
 MR0347                         *CURRENT SURVEY CONTROL
 MR0347  ______________________________________________________________________
 MR0347* NAD 83(1986) POSITION- 41 03 43.     (N) 111 32 36.     (W)   SCALED
 MR0347* NAVD 88 ORTHO HEIGHT -  1596.726 (meters)     5238.59  (feet) ADJUSTED
 MR0347  ______________________________________________________________________
 MR0347  GEOID HEIGHT    -        -16.026 (meters)                     GEOID18
 MR0347  DYNAMIC HEIGHT  -       1595.360 (meters)     5234.11  (feet) COMP
 MR0347  MODELED GRAVITY -    979,713.3   (mgal)                       NAVD 88
 MR0347
 MR0347  VERT ORDER      -  FIRST     CLASS II
 MR0347
 MR0347.The horizontal coordinates were scaled from a map and have
 MR0347.an estimated accuracy of +/- 6 seconds.
 MR0347
 MR0347.The orthometric height was determined by differential leveling and
 MR0347.adjusted by the NATIONAL GEODETIC SURVEY
 MR0347.in June 1991.
 MR0347
 MR0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0347.GEOID18 height accuracy estimate available here.
 MR0347
 MR0347.Click photographs - Photos may exist for this station.
 MR0347
 MR0347.The dynamic height is computed by dividing the NAVD 88
 MR0347.geopotential number by the normal gravity value computed on the
 MR0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0347.degrees latitude (g = 980.6199 gals.).
 MR0347
 MR0347.The modeled gravity was interpolated from observed gravity values.
 MR0347
 MR0347;                    North         East    Units  Estimated Accuracy
 MR0347;SPC UT N     - 1,080,910.      496,360.      MT  (+/- 180 meters Scaled)
 MR0347
 MR0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL543457(NAD 83)
 MR0347
 MR0347                          SUPERSEDED SURVEY CONTROL
 MR0347
 MR0347  NGVD 29 (??/??/92) 1595.481  (m)         5234.51   (f) ADJ UNCH    1 2
 MR0347
 MR0347.Superseded values are not recommended for survey control.
 MR0347
 MR0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0347.See file dsdata.pdf to determine how the superseded data were derived.
 MR0347
 MR0347_MARKER: DB = BENCH MARK DISK
 MR0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0347_STAMPING: S 135 1958
 MR0347_MARK LOGO: CGS
 MR0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0347+STABILITY: SURFACE MOTION
 MR0347
 MR0347  HISTORY     - Date     Condition        Report By
 MR0347  HISTORY     - 1958     MONUMENTED       CGS
 MR0347  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0347
 MR0347                          STATION DESCRIPTION
 MR0347
 MR0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0347'IN DEVILS SLIDE.
 MR0347'AT DEVILS SLIDE, 7 RAILS NORTHWEST OF THE NORTHWEST END OF THE UNION
 MR0347'PACIFIC RAILROAD STATION, AT THE SOUTH CORNER OF A PARK, 96 FEET
 MR0347'NORTHEAST OF THE NEAR RAIL OF THE MAIN TRACK, 69 FEET NORTHEAST OF THE
 MR0347'NEAR RAIL OF A SIDE TRACK, 7 FEET NORTHWEST OF THE MOST SOUTHERLY ONE
 MR0347'OF A ROW OF LARGE COTTONWOOD TREES, ABOUT 18 FEET BELOW THE TRACK, AND
 MR0347'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 MR0347
 MR0347                          STATION RECOVERY (1983)
 MR0347
 MR0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0347'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0090 ***********************************************************************
 HO0090  DESIGNATION -  S 137
 HO0090  PID         -  HO0090
 HO0090  STATE/COUNTY-  UT/KANE
 HO0090  COUNTRY     -  US
 HO0090  USGS QUAD   -  JOHNSON LAKES (2017)
 HO0090
 HO0090                         *CURRENT SURVEY CONTROL
 HO0090  ______________________________________________________________________
 HO0090* NAD 83(1986) POSITION- 37 02 24.9    (N) 112 16 16.4    (W)   HD_HELD2
 HO0090* NAVD 88 ORTHO HEIGHT -  1616.904 (meters)     5304.79  (feet) ADJUSTED
 HO0090  ______________________________________________________________________
 HO0090  GEOID HEIGHT    -        -22.162 (meters)                     GEOID18
 HO0090  DYNAMIC HEIGHT  -       1615.000 (meters)     5298.55  (feet) COMP
 HO0090  MODELED GRAVITY -    979,396.6   (mgal)                       NAVD 88
 HO0090
 HO0090  VERT ORDER      -  FIRST     CLASS II
 HO0090
 HO0090.The horizontal coordinates were established by autonomous hand held GPS
 HO0090.observations and have an estimated accuracy of +/- 10 meters.
 HO0090
 HO0090.The orthometric height was determined by differential leveling and
 HO0090.adjusted by the NATIONAL GEODETIC SURVEY
 HO0090.in June 1991.
 HO0090
 HO0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0090.GEOID18 height accuracy estimate available here.
 HO0090
 HO0090.Click photographs - Photos may exist for this station.
 HO0090
 HO0090.The dynamic height is computed by dividing the NAVD 88
 HO0090.geopotential number by the normal gravity value computed on the
 HO0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0090.degrees latitude (g = 980.6199 gals.).
 HO0090
 HO0090.The modeled gravity was interpolated from observed gravity values.
 HO0090
 HO0090;                    North         East    Units  Estimated Accuracy
 HO0090;SPC UT S     - 3,041,745.      431,387.      MT  (+/- 10 meters HH2 GPS)
 HO0090
 HO0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG8694800092(NAD 83)
 HO0090
 HO0090                          SUPERSEDED SURVEY CONTROL
 HO0090
 HO0090  NGVD 29 (??/??/92) 1615.888  (m)         5301.46   (f) ADJ UNCH    1 2
 HO0090
 HO0090.Superseded values are not recommended for survey control.
 HO0090
 HO0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0090.See file dsdata.pdf to determine how the superseded data were derived.
 HO0090
 HO0090_MARKER: DB = BENCH MARK DISK
 HO0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0090_STAMPING: S 137 1962
 HO0090_MARK LOGO: CGS
 HO0090_PROJECTION: PROJECTING 10 CENTIMETERS
 HO0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0090+STABILITY: SURFACE MOTION
 HO0090
 HO0090  HISTORY     - Date     Condition        Report By
 HO0090  HISTORY     - 1962     MONUMENTED       CGS
 HO0090  HISTORY     - 1983     GOOD             NGS
 HO0090
 HO0090                          STATION DESCRIPTION
 HO0090
 HO0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0090'15.3 MI E FROM KANAB.
 HO0090'ABOUT 15.3 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY SAINTS
 HO0090'CHURCH AT KANAB, 80 FEET WEST OF A TELEPHONE POLE NUMBERED 260, 13
 HO0090'FEET EAST OF THE CENTER OF A METAL FRAME GATE AND ENTRANCE TO A
 HO0090'PASTURE, 2 FEET SOUTH OF A FENCE, 148 FEET NORTH OF THE CENTER LINE OF
 HO0090'THE HIGHWAY, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET
 HO0090'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HO0090'PROJECTING 6 INCHES.
 HO0090
 HO0090                          STATION RECOVERY (1983)
 HO0090
 HO0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0090'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  23.9 KM
 HO0090'(14.95 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0090'SAINTS IN KANAB, 1.8 KM (1.1 MI) WEST OF THE BRIDGE OVER SEAMAN WASH,
 HO0090'0.7 KM (0.45 MI) EAST OF MILEPOST 50, 45.1 METERS (148 FT) NORTH OF
 HO0090'THE HIGHWAY CENTERLINE, 3.9 METERS (13 FT) EAST OF THE CENTER OF A
 HO0090'FIELD ENTRANCE ROAD, 1.8 METERS (6 FT) EAST OF THE EAST GATE POST FOR
 HO0090'A STEEL PIPE GATE, 0.6 METER (2 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 HO0090'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 HO0090'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0670 ***********************************************************************
 HN0670  DESIGNATION -  S 138
 HN0670  PID         -  HN0670
 HN0670  STATE/COUNTY-  UT/KANE
 HN0670  COUNTRY     -  US
 HN0670  USGS QUAD   -  FIVEMILE VALLEY (2017)
 HN0670
 HN0670                         *CURRENT SURVEY CONTROL
 HN0670  ______________________________________________________________________
 HN0670* NAD 83(1986) POSITION- 37 11 09.99   (N) 111 59 43.71   (W)   HD_HELD1
 HN0670* NAVD 88 ORTHO HEIGHT -  1627.638 (meters)     5340.01  (feet) ADJUSTED
 HN0670  ______________________________________________________________________
 HN0670  GEOID HEIGHT    -        -22.221 (meters)                     GEOID18
 HN0670  DYNAMIC HEIGHT  -       1625.741 (meters)     5333.79  (feet) COMP
 HN0670  MODELED GRAVITY -    979,408.1   (mgal)                       NAVD 88
 HN0670
 HN0670  VERT ORDER      -  FIRST     CLASS II
 HN0670
 HN0670.The horizontal coordinates were determined by differentially corrected
 HN0670.hand held GPS observations or other comparable positioning techniques
 HN0670.and have an estimated accuracy of +/- 3 meters.
 HN0670
 HN0670.The orthometric height was determined by differential leveling and
 HN0670.adjusted by the NATIONAL GEODETIC SURVEY
 HN0670.in June 1991.
 HN0670
 HN0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0670.GEOID18 height accuracy estimate available here.
 HN0670
 HN0670.Click photographs - Photos may exist for this station.
 HN0670
 HN0670.The dynamic height is computed by dividing the NAVD 88
 HN0670.geopotential number by the normal gravity value computed on the
 HN0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0670.degrees latitude (g = 980.6199 gals.).
 HN0670
 HN0670.The modeled gravity was interpolated from observed gravity values.
 HN0670
 HN0670;                    North         East    Units  Estimated Accuracy
 HN0670;SPC UT S     - 3,057,766.0     456,004.6     MT  (+/- 3 meters HH1 GPS) 
 HN0670
 HN0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG1164115982(NAD 83)
 HN0670
 HN0670                          SUPERSEDED SURVEY CONTROL
 HN0670
 HN0670.No superseded survey control is available for this station.
 HN0670
 HN0670_MARKER: DB = BENCH MARK DISK
 HN0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0670_STAMPING: S 138 1962
 HN0670_MARK LOGO: CGS
 HN0670_PROJECTION: PROJECTING 15 CENTIMETERS
 HN0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0670+STABILITY: SURFACE MOTION
 HN0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0670+SATELLITE: SATELLITE OBSERVATIONS - December 25, 2006
 HN0670
 HN0670  HISTORY     - Date     Condition        Report By
 HN0670  HISTORY     - 1962     MONUMENTED       CGS
 HN0670  HISTORY     - 1983     GOOD             NGS
 HN0670  HISTORY     - 20061225 GOOD             INDIV
 HN0670
 HN0670                          STATION DESCRIPTION
 HN0670
 HN0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0670'34.25 MI E FROM KANAB.
 HN0670'ABOUT 34.25 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY
 HN0670'SAINTS CHURCH AT KANAB, 0.1 MILE WEST OF MILEPOST NUMBER 34, AT THE
 HN0670'JUNCTION OF THE HIGHWAY AND A DIRT ROAD LEADING TO THE OLD PARIA TOWN
 HN0670'SITE, 237 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTH OF
 HN0670'A FENCE, 1.7 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 HN0670'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HN0670'PROJECTING 6 INCHES.
 HN0670
 HN0670                          STATION RECOVERY (1983)
 HN0670
 HN0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0670'RECOVERED IN GOOD CONDITION.
 HN0670
 HN0670                          STATION RECOVERY (2006)
 HN0670
 HN0670'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RW)
 HN0670'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0538 ***********************************************************************
 HN0538  DESIGNATION -  S 139
 HN0538  PID         -  HN0538
 HN0538  STATE/COUNTY-  UT/KANE
 HN0538  COUNTRY     -  US
 HN0538  USGS QUAD   -  BIG WATER (2017)
 HN0538
 HN0538                         *CURRENT SURVEY CONTROL
 HN0538  ______________________________________________________________________
 HN0538* NAD 83(1986) POSITION- 37 05 12.     (N) 111 41 50.     (W)   SCALED
 HN0538* NAVD 88 ORTHO HEIGHT -  1325.639 (meters)     4349.20  (feet) ADJUSTED
 HN0538  ______________________________________________________________________
 HN0538  GEOID HEIGHT    -        -23.085 (meters)                     GEOID18
 HN0538  DYNAMIC HEIGHT  -       1324.114 (meters)     4344.20  (feet) COMP
 HN0538  MODELED GRAVITY -    979,435.9   (mgal)                       NAVD 88
 HN0538
 HN0538  VERT ORDER      -  FIRST     CLASS II
 HN0538
 HN0538.The horizontal coordinates were scaled from a map and have
 HN0538.an estimated accuracy of +/- 6 seconds.
 HN0538
 HN0538.The orthometric height was determined by differential leveling and
 HN0538.adjusted by the NATIONAL GEODETIC SURVEY
 HN0538.in June 1991.
 HN0538
 HN0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0538.GEOID18 height accuracy estimate available here.
 HN0538
 HN0538.Click photographs - Photos may exist for this station.
 HN0538
 HN0538.The dynamic height is computed by dividing the NAVD 88
 HN0538.geopotential number by the normal gravity value computed on the
 HN0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0538.degrees latitude (g = 980.6199 gals.).
 HN0538
 HN0538.The modeled gravity was interpolated from observed gravity values.
 HN0538
 HN0538;                    North         East    Units  Estimated Accuracy
 HN0538;SPC UT S     - 3,046,630.      482,460.      MT  (+/- 180 meters Scaled)
 HN0538
 HN0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG380047(NAD 83)
 HN0538
 HN0538                          SUPERSEDED SURVEY CONTROL
 HN0538
 HN0538  NGVD 29 (??/??/92) 1324.700  (m)         4346.12   (f) ADJ UNCH    1 2
 HN0538
 HN0538.Superseded values are not recommended for survey control.
 HN0538
 HN0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0538.See file dsdata.pdf to determine how the superseded data were derived.
 HN0538
 HN0538_MARKER: DB = BENCH MARK DISK
 HN0538_SETTING: 66 = SET IN ROCK OUTCROP
 HN0538_STAMPING: S 139 1962
 HN0538_MARK LOGO: CGS
 HN0538_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0538+STABILITY: POSITION/ELEVATION WELL
 HN0538
 HN0538  HISTORY     - Date     Condition        Report By
 HN0538  HISTORY     - 1962     MONUMENTED       CGS
 HN0538  HISTORY     - 1983     MARK NOT FOUND   NGS
 HN0538
 HN0538                          STATION DESCRIPTION
 HN0538
 HN0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0538'17.2 MI NW FROM PAGE, AZ.
 HN0538'ABOUT 17.2 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 HN0538'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.55 MILE WEST OF
 HN0538'MILEPOST NUMBER 56, 0.4 MILE EAST OF BUCK TANK DRAW, 106 FEET SOUTH OF
 HN0538'THE CENTERLINE OF THE HIGHWAY, 34 FEET NORTH OF A FENCE, 7.1 FEET WEST
 HN0538'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET AT THE
 HN0538'BASE OF A ROCK OUTCROP AT A HIGHWAY REST AREA.
 HN0538
 HN0538                          STATION RECOVERY (1983)
 HN0538
 HN0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0538'NOT RECOVERED.  THE SHANK OF A DISK WAS FOUND AT THE DESCRIBED
 HN0538'LOCATION, BM BELIEVED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0219 ***********************************************************************
 JM0219  DESIGNATION -  S 14
 JM0219  PID         -  JM0219
 JM0219  STATE/COUNTY-  UT/GRAND
 JM0219  COUNTRY     -  US
 JM0219  USGS QUAD   -  WHITE HOUSE (2017)
 JM0219
 JM0219                         *CURRENT SURVEY CONTROL
 JM0219  ______________________________________________________________________
 JM0219* NAD 83(1986) POSITION- 38 56 32.     (N) 109 28 49.     (W)   SCALED
 JM0219* NAVD 88 ORTHO HEIGHT -  1389.540 (meters)     4558.85  (feet) POSTED
 JM0219  ______________________________________________________________________
 JM0219  GEOID HEIGHT    -        -19.854 (meters)                     GEOID18
 JM0219  DYNAMIC HEIGHT  -       1388.15  (meters)     4554.3   (feet) COMP
 JM0219  MODELED GRAVITY -    979,580.1   (mgal)                       NAVD 88
 JM0219
 JM0219  VERT ORDER      -  * POSTED, SEE BELOW
 JM0219
 JM0219.The horizontal coordinates were scaled from a map and have
 JM0219.an estimated accuracy of +/- 6 seconds.
 JM0219
 JM0219.The orthometric height was determined by differential leveling
 JM0219.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JM0219
 JM0219.* This is a POSTED BENCH MARK height.
 JM0219
 JM0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0219.GEOID18 height accuracy estimate available here.
 JM0219
 JM0219.Click photographs - Photos may exist for this station.
 JM0219
 JM0219.The dynamic height is computed by dividing the NAVD 88
 JM0219.geopotential number by the normal gravity value computed on the
 JM0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0219.degrees latitude (g = 980.6199 gals.).
 JM0219
 JM0219.The modeled gravity was interpolated from observed gravity values.
 JM0219
 JM0219;                    North         East    Units  Estimated Accuracy
 JM0219;SPC UT C     - 2,069,580.      675,090.      MT  (+/- 180 meters Scaled)
 JM0219
 JM0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ317114(NAD 83)
 JM0219
 JM0219                          SUPERSEDED SURVEY CONTROL
 JM0219
 JM0219  NGVD 29 (??/??/92) 1388.495  (m)         4555.42   (f) ADJ UNCH    1 2
 JM0219
 JM0219.Superseded values are not recommended for survey control.
 JM0219
 JM0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0219.See file dsdata.pdf to determine how the superseded data were derived.
 JM0219
 JM0219_MARKER: DB = BENCH MARK DISK
 JM0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0219_STAMPING: 4555.421 S 14 1927
 JM0219_MARK LOGO: CGS
 JM0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0219+STABILITY: SURFACE MOTION
 JM0219
 JM0219  HISTORY     - Date     Condition        Report By
 JM0219  HISTORY     - 1927     MONUMENTED       CGS
 JM0219  HISTORY     - 1954     GOOD             CGS
 JM0219
 JM0219                          STATION DESCRIPTION
 JM0219
 JM0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JM0219'2.0 MI W FROM WHITE HOUSE.
 JM0219'2.0 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JM0219'WHITE HOUSE, GRAND COUNTY, 104 YARDS WEST OF MILEPOST 514, 64 YARDS
 JM0219'WEST OF BRIDGE 514 A, AND 42 FEET SOUTH OF THE CENTERLINE OF THE
 JM0219'TRACK.  A STANDARD DISK, STAMPED 4555.421 S 14 1927 AND SET IN THE TOP
 JM0219'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0084 ***********************************************************************
 HN0084  DESIGNATION -  S 140
 HN0084  PID         -  HN0084
 HN0084  STATE/COUNTY-  UT/SAN JUAN
 HN0084  COUNTRY     -  US
 HN0084  USGS QUAD   -  RED HOUSE SPRING (2017)
 HN0084
 HN0084                         *CURRENT SURVEY CONTROL
 HN0084  ______________________________________________________________________
 HN0084* NAD 83(1986) POSITION- 37 28 32.     (N) 110 11 08.     (W)   SCALED
 HN0084* NAVD 88 ORTHO HEIGHT -  1566.822 (meters)     5140.48  (feet) ADJUSTED
 HN0084  ______________________________________________________________________
 HN0084  GEOID HEIGHT    -        -20.827 (meters)                     GEOID18
 HN0084  DYNAMIC HEIGHT  -       1565.054 (meters)     5134.68  (feet) COMP
 HN0084  MODELED GRAVITY -    979,447.0   (mgal)                       NAVD 88
 HN0084
 HN0084  VERT ORDER      -  FIRST     CLASS II
 HN0084
 HN0084.The horizontal coordinates were scaled from a map and have
 HN0084.an estimated accuracy of +/- 6 seconds.
 HN0084
 HN0084.The orthometric height was determined by differential leveling and
 HN0084.adjusted by the NATIONAL GEODETIC SURVEY
 HN0084.in June 1991.
 HN0084
 HN0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0084.GEOID18 height accuracy estimate available here.
 HN0084
 HN0084.Click photographs - Photos may exist for this station.
 HN0084
 HN0084.The dynamic height is computed by dividing the NAVD 88
 HN0084.geopotential number by the normal gravity value computed on the
 HN0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0084.degrees latitude (g = 980.6199 gals.).
 HN0084
 HN0084.The modeled gravity was interpolated from observed gravity values.
 HN0084
 HN0084;                    North         East    Units  Estimated Accuracy
 HN0084;SPC UT S     - 3,090,590.      616,260.      MT  (+/- 180 meters Scaled)
 HN0084
 HN0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG720479(NAD 83)
 HN0084
 HN0084                          SUPERSEDED SURVEY CONTROL
 HN0084
 HN0084  NGVD 29 (??/??/92) 1565.830  (m)         5137.23   (f) ADJ UNCH    1 2
 HN0084
 HN0084.Superseded values are not recommended for survey control.
 HN0084
 HN0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0084.See file dsdata.pdf to determine how the superseded data were derived.
 HN0084
 HN0084_MARKER: DB = BENCH MARK DISK
 HN0084_SETTING: 66 = SET IN ROCK OUTCROP
 HN0084_STAMPING: S 140 1962
 HN0084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0084+STABILITY: POSITION/ELEVATION WELL
 HN0084
 HN0084  HISTORY     - Date     Condition        Report By
 HN0084  HISTORY     - 1962     MONUMENTED       CGS
 HN0084  HISTORY     - 1981     GOOD             USGS
 HN0084  HISTORY     - 1981     GOOD             USGS
 HN0084
 HN0084                          STATION DESCRIPTION
 HN0084
 HN0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0084'24.4 MI S FROM FRY CANYON.
 HN0084'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0084'AT FRY CANYON.  THENCE 11.9 MILES SOUTHWEST ALONG A GRADE DIRT ROAD,
 HN0084'0.4 MILE SOUTH-SOUTHEAST OF A ROAD JUNCTION AT RED HOUSE SPRING, 147
 HN0084'FEET EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD, 100 FEET
 HN0084'EAST-NORTHEAST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL
 HN0084'OF THE ROAD, AND SET IN THE TOP OF A FLAT ROCK OUTCROP WHICH PROJECTS
 HN0084'ABOUT 1 1/2 FEET.
 HN0084
 HN0084                          STATION RECOVERY (1981)
 HN0084
 HN0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 HN0084'FRY CANYON 23.1 MILES SOUTH OF, ABOUT 12.0 MILES SOUTHEAST ALONG
 HN0084'STATE HWY. 95 FROM THE POST OFFICE AT FRY CANYON, THENCE 11.1 MILES
 HN0084'SOUTHWEST ALONG STATE HWY. 263, APPROX. 400 FEET NORTH OF A JUNCTION
 HN0084'WITH A DIRT ROAD NORTH LEADING TO RED HOUSE SPRING, 125 FEET
 HN0084'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 100 FEET EAST-NORTHEAST
 HN0084'OF A WITNESS POST, AND SET IN TOP OF A FLAT ROCK OUTCROP.
 HN0084
 HN0084                          STATION RECOVERY (1981)
 HN0084
 HN0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 HN0084'FRY CANYON 23.1 MILES SOUTH OF, ABOUT 12.0 MILES SOUTHEAST ALONG
 HN0084'STATE HWY. 95 FROM THE POST OFFICE AT FRY CANYON, THENCE 11.1 MILES
 HN0084'SOUTHWEST ALONG STATE HWY. 263, APPROX. 400 FEET NORTH OF A JUNCTION
 HN0084'WITH A DIRT ROAD NORTH LEADING TO RED HOUSE SPRING, 125 FEET
 HN0084'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 100 FEET EAST-NORTHEAST
 HN0084'OF A WITNESS POST, AND SET IN TOP OF A FLAT ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0094 ***********************************************************************
 HN0094  DESIGNATION -  S 141
 HN0094  PID         -  HN0094
 HN0094  STATE/COUNTY-  UT/SAN JUAN
 HN0094  COUNTRY     -  US
 HN0094  USGS QUAD   -  CLAY HILLS (2017)
 HN0094
 HN0094                         *CURRENT SURVEY CONTROL
 HN0094  ______________________________________________________________________
 HN0094* NAD 83(1986) POSITION- 37 24 44.     (N) 110 17 07.     (W)   SCALED
 HN0094* NAVD 88 ORTHO HEIGHT -  1522.543 (meters)     4995.21  (feet) ADJUSTED
 HN0094  ______________________________________________________________________
 HN0094  GEOID HEIGHT    -        -21.325 (meters)                     GEOID18
 HN0094  DYNAMIC HEIGHT  -       1520.833 (meters)     4989.60  (feet) COMP
 HN0094  MODELED GRAVITY -    979,453.6   (mgal)                       NAVD 88
 HN0094
 HN0094  VERT ORDER      -  FIRST     CLASS II
 HN0094
 HN0094.The horizontal coordinates were scaled from a map and have
 HN0094.an estimated accuracy of +/- 6 seconds.
 HN0094
 HN0094.The orthometric height was determined by differential leveling and
 HN0094.adjusted by the NATIONAL GEODETIC SURVEY
 HN0094.in June 1991.
 HN0094
 HN0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0094.GEOID18 height accuracy estimate available here.
 HN0094
 HN0094.Click photographs - Photos may exist for this station.
 HN0094
 HN0094.The dynamic height is computed by dividing the NAVD 88
 HN0094.geopotential number by the normal gravity value computed on the
 HN0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0094.degrees latitude (g = 980.6199 gals.).
 HN0094
 HN0094.The modeled gravity was interpolated from observed gravity values.
 HN0094
 HN0094;                    North         East    Units  Estimated Accuracy
 HN0094;SPC UT S     - 3,083,440.      607,530.      MT  (+/- 180 meters Scaled)
 HN0094
 HN0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG632408(NAD 83)
 HN0094
 HN0094                          SUPERSEDED SURVEY CONTROL
 HN0094
 HN0094  NGVD 29 (??/??/92) 1521.566  (m)         4992.00   (f) ADJ UNCH    1 2
 HN0094
 HN0094.Superseded values are not recommended for survey control.
 HN0094
 HN0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0094.See file dsdata.pdf to determine how the superseded data were derived.
 HN0094
 HN0094_MARKER: DB = BENCH MARK DISK
 HN0094_SETTING: 66 = SET IN ROCK OUTCROP
 HN0094_STAMPING: S 141 1962
 HN0094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0094+STABILITY: POSITION/ELEVATION WELL
 HN0094
 HN0094  HISTORY     - Date     Condition        Report By
 HN0094  HISTORY     - 1962     MONUMENTED       CGS
 HN0094
 HN0094                          STATION DESCRIPTION
 HN0094
 HN0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0094'32.9 MI SW FROM FRY CANYON.
 HN0094'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0094'AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0094'THENCE 0.9 MILE WEST ALONG A GRADED DIRT ROAD LEADING THROUGH CLAY
 HN0094'HILLS DIVIDE, 67 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 16.0 FEET
 HN0094'SOUTH OF A ROCK CAIRN, ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD, AND
 HN0094'SET IN THE TOP OF A FLAT ROCK OUTCROP WHICH IS FLUSH WITH THE GROUND.
 HN0094'NOTE-- THIS MARK IS 0.9 MILE WEST OF A 4X4-INCH WHITE WOODEN REFERENCE
 HN0094'POST WHICH PROJECTS 16 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0132 ***********************************************************************
 HN0132  DESIGNATION -  S 142
 HN0132  PID         -  HN0132
 HN0132  STATE/COUNTY-  UT/SAN JUAN
 HN0132  COUNTRY     -  US
 HN0132  USGS QUAD   -  MONITOR BUTTE (2017)
 HN0132
 HN0132                         *CURRENT SURVEY CONTROL
 HN0132  ______________________________________________________________________
 HN0132* NAD 83(1986) POSITION- 37 07 54.     (N) 110 25 06.     (W)   SCALED
 HN0132* NAVD 88 ORTHO HEIGHT -  1334.000 (meters)     4376.63  (feet) ADJUSTED
 HN0132  ______________________________________________________________________
 HN0132  GEOID HEIGHT    -        -21.618 (meters)                     GEOID18
 HN0132  DYNAMIC HEIGHT  -       1332.521 (meters)     4371.78  (feet) COMP
 HN0132  MODELED GRAVITY -    979,476.2   (mgal)                       NAVD 88
 HN0132
 HN0132  VERT ORDER      -  FIRST     CLASS II
 HN0132
 HN0132.The horizontal coordinates were scaled from a map and have
 HN0132.an estimated accuracy of +/- 6 seconds.
 HN0132
 HN0132.The orthometric height was determined by differential leveling and
 HN0132.adjusted by the NATIONAL GEODETIC SURVEY
 HN0132.in June 1991.
 HN0132
 HN0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0132.GEOID18 height accuracy estimate available here.
 HN0132
 HN0132.Click photographs - Photos may exist for this station.
 HN0132
 HN0132.The dynamic height is computed by dividing the NAVD 88
 HN0132.geopotential number by the normal gravity value computed on the
 HN0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0132.degrees latitude (g = 980.6199 gals.).
 HN0132
 HN0132.The modeled gravity was interpolated from observed gravity values.
 HN0132
 HN0132;                    North         East    Units  Estimated Accuracy
 HN0132;SPC UT S     - 3,052,160.      596,110.      MT  (+/- 180 meters Scaled)
 HN0132
 HN0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG516096(NAD 83)
 HN0132
 HN0132                          SUPERSEDED SURVEY CONTROL
 HN0132
 HN0132  NGVD 29 (??/??/92) 1333.112  (m)         4373.72   (f) ADJ UNCH    1 2
 HN0132
 HN0132.Superseded values are not recommended for survey control.
 HN0132
 HN0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0132.See file dsdata.pdf to determine how the superseded data were derived.
 HN0132
 HN0132_MARKER: DB = BENCH MARK DISK
 HN0132_SETTING: 66 = SET IN ROCK OUTCROP
 HN0132_STAMPING: S 142 1962
 HN0132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0132+STABILITY: POSITION/ELEVATION WELL
 HN0132
 HN0132  HISTORY     - Date     Condition        Report By
 HN0132  HISTORY     - 1962     MONUMENTED       CGS
 HN0132  HISTORY     - 1982     GOOD             USGS
 HN0132  HISTORY     - 1982     GOOD             USGS
 HN0132
 HN0132                          STATION DESCRIPTION
 HN0132
 HN0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0132'10.25 MI NW FROM OLJATO.
 HN0132'ABOUT 10.25 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0132'FROM THE TRADING POST AT OLJATO, 93 FEET EAST OF THE CENTERLINE OF THE
 HN0132'DIRT ROAD, 49 FEET SOUTH-SOUTHEAST OF A ROCK CAIRN, 18.0 FEET
 HN0132'SOUTH-SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL
 HN0132'OF THE DIRT ROAD, AND SET IN THE TOP OF A SANDSTONE OUTCROP PROJECTING
 HN0132'12 INCHES.
 HN0132
 HN0132                          STATION RECOVERY (1982)
 HN0132
 HN0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0132'FROM THE TRADING POST AT OLJETO, N 2.3 MI ALONG PAVED RD. TO A BLADED
 HN0132'RD. LEADING TO COPPER CANYON, WNW. ALONG BLADED RD. 8.6 MI TO A Y-RD.
 HN0132'N LEADING TO PIUTE FARMS, N ALONG RD. FOR 1.0 MI. BM IS 106 FT N OF N
 HN0132'BANK OF A WASH, 93 FT. E OF THE OF THE RD., 49 FT SSE. OF A ROCK
 HN0132'CAIRN, IN THE NW. COR. OF THE SE. QUARTER OF SEC. 13, T. 42 S., R. 13
 HN0132'E. A STD. DISK SET IN TOP OF A SANDSTONE OUTCROP PROJECTING 1.0 FT.
 HN0132
 HN0132                          STATION RECOVERY (1982)
 HN0132
 HN0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0132'FROM THE TRADING POST AT OLJETO, N 2.3 MI ALONG PAVED RD. TO A BLADED
 HN0132'RD. LEADING TO COPPER CANYON, WNW. ALONG BLADED RD. 8.6 MI TO A Y-RD.
 HN0132'N LEADING TO PIUTE FARMS, N ALONG RD. FOR 1.0 MI. BM IS 106 FT N OF N
 HN0132'BANK OF A WASH, 93 FT. E OF THE OF THE RD., 49 FT SSE. OF A ROCK
 HN0132'CAIRN, IN THE NW. COR. OF THE SE. QUARTER OF SEC. 13, T. 42 S., R. 13
 HN0132'E. A STD. DISK SET IN TOP OF A SANDSTONE OUTCROP PROJECTING 1.0 FT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0554 ***********************************************************************
 HN0554  DESIGNATION -  S 143
 HN0554  PID         -  HN0554
 HN0554  STATE/COUNTY-  UT/KANE
 HN0554  COUNTRY     -  US
 HN0554  USGS QUAD   -  LONE ROCK (2017)
 HN0554
 HN0554                         *CURRENT SURVEY CONTROL
 HN0554  ______________________________________________________________________
 HN0554* NAD 83(1986) POSITION- 37 03 03.     (N) 111 34 18.     (W)   SCALED
 HN0554* NAVD 88 ORTHO HEIGHT -  1193.030 (meters)     3914.13  (feet) ADJUSTED
 HN0554  ______________________________________________________________________
 HN0554  GEOID HEIGHT    -        -23.359 (meters)                     GEOID18
 HN0554  DYNAMIC HEIGHT  -       1191.701 (meters)     3909.77  (feet) COMP
 HN0554  MODELED GRAVITY -    979,476.6   (mgal)                       NAVD 88
 HN0554
 HN0554  VERT ORDER      -  FIRST     CLASS II
 HN0554
 HN0554.The horizontal coordinates were scaled from a map and have
 HN0554.an estimated accuracy of +/- 6 seconds.
 HN0554
 HN0554.The orthometric height was determined by differential leveling and
 HN0554.adjusted by the NATIONAL GEODETIC SURVEY
 HN0554.in June 1991.
 HN0554
 HN0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0554.GEOID18 height accuracy estimate available here.
 HN0554
 HN0554.Click photographs - Photos may exist for this station.
 HN0554
 HN0554.The dynamic height is computed by dividing the NAVD 88
 HN0554.geopotential number by the normal gravity value computed on the
 HN0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0554.degrees latitude (g = 980.6199 gals.).
 HN0554
 HN0554.The modeled gravity was interpolated from observed gravity values.
 HN0554
 HN0554;                    North         East    Units  Estimated Accuracy
 HN0554;SPC UT S     - 3,042,640.      493,630.      MT  (+/- 180 meters Scaled)
 HN0554
 HN0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG491006(NAD 83)
 HN0554
 HN0554                          SUPERSEDED SURVEY CONTROL
 HN0554
 HN0554  NGVD 29 (??/??/92) 1192.139  (m)         3911.21   (f) ADJ UNCH    1 2
 HN0554
 HN0554.Superseded values are not recommended for survey control.
 HN0554
 HN0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0554.See file dsdata.pdf to determine how the superseded data were derived.
 HN0554
 HN0554_MARKER: DB = BENCH MARK DISK
 HN0554_SETTING: 66 = SET IN ROCK OUTCROP
 HN0554_STAMPING: S 143 1962
 HN0554_MARK LOGO: CGS
 HN0554_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0554+STABILITY: POSITION/ELEVATION WELL
 HN0554
 HN0554  HISTORY     - Date     Condition        Report By
 HN0554  HISTORY     - 1962     MONUMENTED       CGS
 HN0554
 HN0554                          STATION DESCRIPTION
 HN0554
 HN0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0554'15.9 MI NW FROM PAGE, AZ.
 HN0554'ABOUT 11.6 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 HN0554'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 1.1 MILES EAST
 HN0554'ALONG A DIRT ROAD AND ACROSS WAHWEAP CREEK TO THE NORTHEAST BANK OF
 HN0554'WAHWEAP CREEK.  THENCE 2.1 MILES EAST ALONG THE NORTHEAST CANYON WALL
 HN0554'OF WAHWEAP CREEK.  THENCE 1.1 MILE NORTH TO THE TOP OF A MESA, AT THE
 HN0554'CREST OF A HILL AND HEAD OF A SMALL CANYON, NEAR THE SOUTHWEST POINT
 HN0554'OF A ROCK BUTTE OF ELEVATION 4210 FEET, 45.0 FEET SOUTH OF A METAL
 HN0554'WITNESS POST, AND SET IN THE TOP OF SOLID BED ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0479 ***********************************************************************
 HN0479  DESIGNATION -  S 145
 HN0479  PID         -  HN0479
 HN0479  STATE/COUNTY-  UT/KANE
 HN0479  COUNTRY     -  US
 HN0479  USGS QUAD   -  NAVAJO POINT (2017)
 HN0479
 HN0479                         *CURRENT SURVEY CONTROL
 HN0479  ______________________________________________________________________
 HN0479* NAD 83(1986) POSITION- 37 14 49.     (N) 111 00 22.     (W)   SCALED
 HN0479* NAVD 88 ORTHO HEIGHT -  1496.376 (meters)     4909.36  (feet) ADJUSTED
 HN0479  ______________________________________________________________________
 HN0479  GEOID HEIGHT    -        -22.670 (meters)                     GEOID18
 HN0479  DYNAMIC HEIGHT  -       1494.514 (meters)     4903.25  (feet) COMP
 HN0479  MODELED GRAVITY -    979,336.3   (mgal)                       NAVD 88
 HN0479
 HN0479  VERT ORDER      -  FIRST     CLASS II
 HN0479
 HN0479.The horizontal coordinates were scaled from a map and have
 HN0479.an estimated accuracy of +/- 6 seconds.
 HN0479
 HN0479.The orthometric height was determined by differential leveling and
 HN0479.adjusted by the NATIONAL GEODETIC SURVEY
 HN0479.in June 1991.
 HN0479
 HN0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0479.GEOID18 height accuracy estimate available here.
 HN0479
 HN0479.Click photographs - Photos may exist for this station.
 HN0479
 HN0479.The dynamic height is computed by dividing the NAVD 88
 HN0479.geopotential number by the normal gravity value computed on the
 HN0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0479.degrees latitude (g = 980.6199 gals.).
 HN0479
 HN0479.The modeled gravity was interpolated from observed gravity values.
 HN0479
 HN0479;                    North         East    Units  Estimated Accuracy
 HN0479;SPC UT S     - 3,064,520.      543,820.      MT  (+/- 180 meters Scaled)
 HN0479
 HN0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG994222(NAD 83)
 HN0479
 HN0479                          SUPERSEDED SURVEY CONTROL
 HN0479
 HN0479  NGVD 29 (??/??/92) 1495.253  (m)         4905.68   (f) ADJ UNCH    1 2
 HN0479
 HN0479.Superseded values are not recommended for survey control.
 HN0479
 HN0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0479.See file dsdata.pdf to determine how the superseded data were derived.
 HN0479
 HN0479_MARKER: DB = BENCH MARK DISK
 HN0479_SETTING: 80 = SET IN A BOULDER
 HN0479_STAMPING: S 145 1962
 HN0479_MARK LOGO: CGS
 HN0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0479+STABILITY: SURFACE MOTION
 HN0479
 HN0479  HISTORY     - Date     Condition        Report By
 HN0479  HISTORY     - 1962     MONUMENTED       CGS
 HN0479
 HN0479                          STATION DESCRIPTION
 HN0479
 HN0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0479'8.85 MI W FROM HOLE IN THE ROCK.
 HN0479'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0479'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0479'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0479'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 0.6 MILE
 HN0479'SOUTHWEST AND UP A CATTLE TRAIL, 107 FEET NORTH OF AN 18-INCH CEDAR
 HN0479'TREE, 37 FEET NORTHEAST OF THE CENTERLINE OF THE TRAIL, 6.4 FEET
 HN0479'NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE TRAIL ROAD,
 HN0479'AND SET IN THE TOP OF A BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0263 ***********************************************************************
 HN0263  DESIGNATION -  S 146
 HN0263  PID         -  HN0263
 HN0263  STATE/COUNTY-  UT/KANE
 HN0263  COUNTRY     -  US
 HN0263  USGS QUAD   -  NASJA MESA (2017)
 HN0263
 HN0263                         *CURRENT SURVEY CONTROL
 HN0263  ______________________________________________________________________
 HN0263* NAD 83(1986) POSITION- 37 14 05.     (N) 110 55 31.     (W)   SCALED
 HN0263* NAVD 88 ORTHO HEIGHT -  1267.809 (meters)     4159.47  (feet) ADJUSTED
 HN0263  ______________________________________________________________________
 HN0263  GEOID HEIGHT    -        -22.758 (meters)                     GEOID18
 HN0263  DYNAMIC HEIGHT  -       1266.353 (meters)     4154.69  (feet) COMP
 HN0263  MODELED GRAVITY -    979,440.0   (mgal)                       NAVD 88
 HN0263
 HN0263  VERT ORDER      -  FIRST     CLASS II
 HN0263
 HN0263.The horizontal coordinates were scaled from a map and have
 HN0263.an estimated accuracy of +/- 6 seconds.
 HN0263
 HN0263.The orthometric height was determined by differential leveling and
 HN0263.adjusted by the NATIONAL GEODETIC SURVEY
 HN0263.in June 1991.
 HN0263
 HN0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0263.GEOID18 height accuracy estimate available here.
 HN0263
 HN0263.Click photographs - Photos may exist for this station.
 HN0263
 HN0263.The dynamic height is computed by dividing the NAVD 88
 HN0263.geopotential number by the normal gravity value computed on the
 HN0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0263.degrees latitude (g = 980.6199 gals.).
 HN0263
 HN0263.The modeled gravity was interpolated from observed gravity values.
 HN0263
 HN0263;                    North         East    Units  Estimated Accuracy
 HN0263;SPC UT S     - 3,063,200.      551,000.      MT  (+/- 180 meters Scaled)
 HN0263
 HN0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG066209(NAD 83)
 HN0263
 HN0263                          SUPERSEDED SURVEY CONTROL
 HN0263
 HN0263  NGVD 29 (??/??/92) 1266.798  (m)         4156.15   (f) ADJ UNCH    1 2
 HN0263
 HN0263.Superseded values are not recommended for survey control.
 HN0263
 HN0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0263.See file dsdata.pdf to determine how the superseded data were derived.
 HN0263
 HN0263_MARKER: DB = BENCH MARK DISK
 HN0263_SETTING: 66 = SET IN ROCK OUTCROP
 HN0263_STAMPING: S 146 1962
 HN0263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0263+STABILITY: POSITION/ELEVATION WELL
 HN0263
 HN0263  HISTORY     - Date     Condition        Report By
 HN0263  HISTORY     - 1962     MONUMENTED       CGS
 HN0263
 HN0263                          STATION DESCRIPTION
 HN0263
 HN0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0263'3.75 MI SW FROM HOLE-IN-THE-ROCK.
 HN0263'3.75 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK. ABOUT
 HN0263'0.3 MILE SOUTHEAST OF A RANGE OF SANDSTONE HILLS, SET IN THE TOP OF A
 HN0263'SANDSTONE OUTCROP WHICH IS ON THE SOUTHWEST END OF A FORMATION THAT IS
 HN0263'ABOUT 18 FEET HIGH, 17.8 FEET SOUTH OF A METAL WITNESS POST, 13.8 FEET
 HN0263'SOUTH OF A SECTION CORNER MARKER STAMPED T 41 S R 9 E 1/4 S 8 S 9, AND
 HN0263'ABOUT 4 1/2 FEET ABOVE A SMALL SANDY AREA WHICH LAYS TO THE NORTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0255 ***********************************************************************
 HN0255  DESIGNATION -  S 147
 HN0255  PID         -  HN0255
 HN0255  STATE/COUNTY-  UT/SAN JUAN
 HN0255  COUNTRY     -  US
 HN0255  USGS QUAD   -  NOKAI DOME (2017)
 HN0255
 HN0255                         *CURRENT SURVEY CONTROL
 HN0255  ______________________________________________________________________
 HN0255* NAD 83(1986) POSITION- 37 21 34.     (N) 110 33 56.     (W)   SCALED
 HN0255* NAVD 88 ORTHO HEIGHT -  1381.830 (meters)     4533.55  (feet) ADJUSTED
 HN0255  ______________________________________________________________________
 HN0255  GEOID HEIGHT    -        -22.209 (meters)                     GEOID18
 HN0255  DYNAMIC HEIGHT  -       1380.217 (meters)     4528.26  (feet) COMP
 HN0255  MODELED GRAVITY -    979,416.5   (mgal)                       NAVD 88
 HN0255
 HN0255  VERT ORDER      -  FIRST     CLASS II
 HN0255
 HN0255.The horizontal coordinates were scaled from a map and have
 HN0255.an estimated accuracy of +/- 6 seconds.
 HN0255
 HN0255.The orthometric height was determined by differential leveling and
 HN0255.adjusted by the NATIONAL GEODETIC SURVEY
 HN0255.in June 1991.
 HN0255
 HN0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0255.GEOID18 height accuracy estimate available here.
 HN0255
 HN0255.Click photographs - Photos may exist for this station.
 HN0255
 HN0255.The dynamic height is computed by dividing the NAVD 88
 HN0255.geopotential number by the normal gravity value computed on the
 HN0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0255.degrees latitude (g = 980.6199 gals.).
 HN0255
 HN0255.The modeled gravity was interpolated from observed gravity values.
 HN0255
 HN0255;                    North         East    Units  Estimated Accuracy
 HN0255;SPC UT S     - 3,077,300.      582,780.      MT  (+/- 180 meters Scaled)
 HN0255
 HN0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG384348(NAD 83)
 HN0255
 HN0255                          SUPERSEDED SURVEY CONTROL
 HN0255
 HN0255  NGVD 29 (??/??/92) 1380.778  (m)         4530.10   (f) ADJ UNCH    1 2
 HN0255
 HN0255.Superseded values are not recommended for survey control.
 HN0255
 HN0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0255.See file dsdata.pdf to determine how the superseded data were derived.
 HN0255
 HN0255_MARKER: DB = BENCH MARK DISK
 HN0255_SETTING: 66 = SET IN ROCK OUTCROP
 HN0255_STAMPING: S 147 1962
 HN0255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0255+STABILITY: POSITION/ELEVATION WELL
 HN0255
 HN0255  HISTORY     - Date     Condition        Report By
 HN0255  HISTORY     - 1962     MONUMENTED       CGS
 HN0255
 HN0255                          STATION DESCRIPTION
 HN0255
 HN0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0255'53.05 MI SW FROM FRY CANYON.
 HN0255'12.5 MILE SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT FRY
 HN0255'CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD. THENCE
 HN0255'15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES SOUTHWEST
 HN0255'ALONG A GRADED DIRT ROAD TO A ROAD JUNCTION AND AN ABANDONED ARMY
 HN0255'HALF-TRACK.  THENCE 2.15 MILES WEST ALONG A TRAIL ROAD. ABOUT 0.7 MILE
 HN0255'SOUTHWEST OF 2 LARGE SANDSTONE HILLS, 68 FEET SOUTH OF THE CENTER LINE
 HN0255'OF THE ROAD, SET IN THE TOP OF THE NORTHEAST SLOPE OF A SANDSTONE
 HN0255'KNOLL WHICH IS ABOUT 20 FEET HIGH AT THE CREST, 120 FEET SOUTH OF THE
 HN0255'CENTER OF A LARGE HOLLOW IN THE SANDSTONE, 32 FEET SOUTH OF A LONE
 HN0255'CEDAR TREE, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0300 ***********************************************************************
 HN0300  DESIGNATION -  S 148
 HN0300  PID         -  HN0300
 HN0300  STATE/COUNTY-  UT/SAN JUAN
 HN0300  COUNTRY     -  US
 HN0300  USGS QUAD   -  HALLS CROSSING (2017)
 HN0300
 HN0300                         *CURRENT SURVEY CONTROL
 HN0300  ______________________________________________________________________
 HN0300* NAD 83(1986) POSITION- 37 27 11.     (N) 110 40 18.     (W)   SCALED
 HN0300* NAVD 88 ORTHO HEIGHT -  1197.292 (meters)     3928.12  (feet) ADJUSTED
 HN0300  ______________________________________________________________________
 HN0300  GEOID HEIGHT    -        -22.449 (meters)                     GEOID18
 HN0300  DYNAMIC HEIGHT  -       1195.968 (meters)     3923.77  (feet) COMP
 HN0300  MODELED GRAVITY -    979,485.0   (mgal)                       NAVD 88
 HN0300
 HN0300  VERT ORDER      -  FIRST     CLASS II
 HN0300
 HN0300.The horizontal coordinates were scaled from a map and have
 HN0300.an estimated accuracy of +/- 6 seconds.
 HN0300
 HN0300.The orthometric height was determined by differential leveling and
 HN0300.adjusted by the NATIONAL GEODETIC SURVEY
 HN0300.in June 1991.
 HN0300
 HN0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0300.GEOID18 height accuracy estimate available here.
 HN0300
 HN0300.Click photographs - Photos may exist for this station.
 HN0300
 HN0300.The dynamic height is computed by dividing the NAVD 88
 HN0300.geopotential number by the normal gravity value computed on the
 HN0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0300.degrees latitude (g = 980.6199 gals.).
 HN0300
 HN0300.The modeled gravity was interpolated from observed gravity values.
 HN0300
 HN0300;                    North         East    Units  Estimated Accuracy
 HN0300;SPC UT S     - 3,087,600.      573,290.      MT  (+/- 180 meters Scaled)
 HN0300
 HN0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG290451(NAD 83)
 HN0300
 HN0300                          SUPERSEDED SURVEY CONTROL
 HN0300
 HN0300  NGVD 29 (??/??/92) 1196.290  (m)         3924.83   (f) ADJ UNCH    1 2
 HN0300
 HN0300.Superseded values are not recommended for survey control.
 HN0300
 HN0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0300.See file dsdata.pdf to determine how the superseded data were derived.
 HN0300
 HN0300_MARKER: DB = BENCH MARK DISK
 HN0300_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0300_STAMPING: S 148 1962
 HN0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0300
 HN0300  HISTORY     - Date     Condition        Report By
 HN0300  HISTORY     - 1962     MONUMENTED       CGS
 HN0300  HISTORY     - 1973     GOOD             NPS
 HN0300  HISTORY     - 1973     GOOD             NPS
 HN0300
 HN0300                          STATION DESCRIPTION
 HN0300
 HN0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0300'60.65 MI SW FROM FRY CANYON.
 HN0300'12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE AT FRY
 HN0300'CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD. THENCE
 HN0300'15.0 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH CLAY HILLS
 HN0300'DIVIDE.  THENCE 13.65 MILES NORTHWEST ALONG A BULLDOZED ROAD LEADING
 HN0300'TO HALLS CROSSING ON THE COLORADO RIVER, 21.15 MILES WEST OF GREEN
 HN0300'WATER SPRING, ON THE CREST OF A HILL OVERLOOKING A VALLEY TO THE
 HN0300'SOUTH, 135 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD, 3.0
 HN0300'FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF
 HN0300'THE ROAD, AND A DISK BRAZED ON THE TOP OF A 3-INCH IRON PIPE
 HN0300'PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.
 HN0300
 HN0300                          STATION RECOVERY (1973)
 HN0300
 HN0300'RECOVERY NOTE BY NATIONAL PARK SERVICE 1973
 HN0300'RECOVERED IN GOOD CONDITION.
 HN0300
 HN0300                          STATION RECOVERY (1973)
 HN0300
 HN0300'RECOVERY NOTE BY NATIONAL PARK SERVICE 1973
 HN0300'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0231 ***********************************************************************
 HN0231  DESIGNATION -  S 149
 HN0231  PID         -  HN0231
 HN0231  STATE/COUNTY-  UT/SAN JUAN
 HN0231  COUNTRY     -  US
 HN0231  USGS QUAD   -  ALCOVE CANYON (2017)
 HN0231
 HN0231                         *CURRENT SURVEY CONTROL
 HN0231  ______________________________________________________________________
 HN0231* NAD 83(1986) POSITION- 37 16 07.     (N) 110 43 03.     (W)   SCALED
 HN0231* NAVD 88 ORTHO HEIGHT -  1452.195 (meters)     4764.41  (feet) ADJUSTED
 HN0231  ______________________________________________________________________
 HN0231  GEOID HEIGHT    -        -22.488 (meters)                     GEOID18
 HN0231  DYNAMIC HEIGHT  -       1450.565 (meters)     4759.06  (feet) COMP
 HN0231  MODELED GRAVITY -    979,457.6   (mgal)                       NAVD 88
 HN0231
 HN0231  VERT ORDER      -  FIRST     CLASS II
 HN0231
 HN0231.The horizontal coordinates were scaled from a map and have
 HN0231.an estimated accuracy of +/- 6 seconds.
 HN0231
 HN0231.The orthometric height was determined by differential leveling and
 HN0231.adjusted by the NATIONAL GEODETIC SURVEY
 HN0231.in June 1991.
 HN0231
 HN0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0231.GEOID18 height accuracy estimate available here.
 HN0231
 HN0231.Click photographs - Photos may exist for this station.
 HN0231
 HN0231.The dynamic height is computed by dividing the NAVD 88
 HN0231.geopotential number by the normal gravity value computed on the
 HN0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0231.degrees latitude (g = 980.6199 gals.).
 HN0231
 HN0231.The modeled gravity was interpolated from observed gravity values.
 HN0231
 HN0231;                    North         East    Units  Estimated Accuracy
 HN0231;SPC UT S     - 3,067,100.      569,400.      MT  (+/- 180 meters Scaled)
 HN0231
 HN0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG250247(NAD 83)
 HN0231
 HN0231                          SUPERSEDED SURVEY CONTROL
 HN0231
 HN0231  NGVD 29 (??/??/92) 1451.224  (m)         4761.22   (f) ADJ UNCH    1 2
 HN0231
 HN0231.Superseded values are not recommended for survey control.
 HN0231
 HN0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0231.See file dsdata.pdf to determine how the superseded data were derived.
 HN0231
 HN0231_MARKER: DB = BENCH MARK DISK
 HN0231_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HN0231+WITH SETTING: INFORMATION.
 HN0231_STAMPING: S 149 1962
 HN0231_MARK LOGO: CGS
 HN0231_PROJECTION: PROJECTING 15 CENTIMETERS
 HN0231_MAGNETIC: I = MARKER IS A STEEL ROD
 HN0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0231
 HN0231  HISTORY     - Date     Condition        Report By
 HN0231  HISTORY     - 1962     MONUMENTED       CGS
 HN0231
 HN0231                          STATION DESCRIPTION
 HN0231
 HN0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0231'69.75 MI SW FROM FRY CANYON.
 HN0231'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0231'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0231'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 3.9 MILES
 HN0231'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0231'TRAIL ROAD.  THENCE 15.15 MILES SOUTHWEST ALONG A TRAIL ROAD.  ABOUT
 HN0231'0.5 MILE NORTHWEST OF GREAT BEND ON THE SAN JUAN RIVER, 177 FEET
 HN0231'NORTHWEST OF THE SOUTHEAST EDGE OF WILSON MESA, 32 FEET SOUTHEAST OF
 HN0231'THE CENTER LINE OF THE ROAD, 3.5 FEET SOUTHEAST OF A METAL WITNESS
 HN0231'POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 HN0231'COATED ROD THAT IS CEMENTED IN ROCK AT A DEPTH OF 3 FEET BELOW THE
 HN0231'SURFACE OF THE GROUND AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6
 HN0231'INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0281 ***********************************************************************
 JM0281  DESIGNATION -  S 15
 JM0281  PID         -  JM0281
 JM0281  STATE/COUNTY-  UT/GRAND
 JM0281  COUNTRY     -  US
 JM0281  USGS QUAD   -  THOMPSON SPRINGS (2017)
 JM0281
 JM0281                         *CURRENT SURVEY CONTROL
 JM0281  ______________________________________________________________________
 JM0281* NAD 83(1986) POSITION- 38 58 15.1    (N) 109 42 42.5    (W)   HD_HELD2
 JM0281* NAVD 88 ORTHO HEIGHT -  1569.355 (meters)     5148.79  (feet) ADJUSTED
 JM0281  ______________________________________________________________________
 JM0281  GEOID HEIGHT    -        -19.843 (meters)                     GEOID18
 JM0281  DYNAMIC HEIGHT  -       1567.745 (meters)     5143.51  (feet) COMP
 JM0281  MODELED GRAVITY -    979,547.5   (mgal)                       NAVD 88
 JM0281
 JM0281  VERT ORDER      -  FIRST     CLASS II
 JM0281
 JM0281.The horizontal coordinates were established by autonomous hand held GPS
 JM0281.observations and have an estimated accuracy of +/- 10 meters.
 JM0281
 JM0281.The orthometric height was determined by differential leveling and
 JM0281.adjusted by the NATIONAL GEODETIC SURVEY
 JM0281.in June 1991.
 JM0281
 JM0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0281.GEOID18 height accuracy estimate available here.
 JM0281
 JM0281.Click photographs - Photos may exist for this station.
 JM0281
 JM0281.The dynamic height is computed by dividing the NAVD 88
 JM0281.geopotential number by the normal gravity value computed on the
 JM0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0281.degrees latitude (g = 980.6199 gals.).
 JM0281
 JM0281.The modeled gravity was interpolated from observed gravity values.
 JM0281
 JM0281;                    North         East    Units  Estimated Accuracy
 JM0281;SPC UT C     - 2,072,328.      654,960.      MT  (+/- 10 meters HH2 GPS)
 JM0281
 JM0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ1159414332(NAD 83)
 JM0281
 JM0281                          SUPERSEDED SURVEY CONTROL
 JM0281
 JM0281  NGVD 29 (??/??/92) 1568.278  (m)         5145.26   (f) ADJ UNCH    1 2
 JM0281
 JM0281.Superseded values are not recommended for survey control.
 JM0281
 JM0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0281.See file dsdata.pdf to determine how the superseded data were derived.
 JM0281
 JM0281_MARKER: DB = BENCH MARK DISK
 JM0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0281_STAMPING: 5145.259 S 15 1927
 JM0281_MARK LOGO: CGS
 JM0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0281+STABILITY: SURFACE MOTION
 JM0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0281+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2019
 JM0281
 JM0281  HISTORY     - Date     Condition        Report By
 JM0281  HISTORY     - 1927     MONUMENTED       CGS
 JM0281  HISTORY     - 1954     GOOD             CGS
 JM0281  HISTORY     - 20040518 GOOD             GEOCAC
 JM0281  HISTORY     - 20091029 GOOD             GEOCAC
 JM0281  HISTORY     - 20190625 GOOD             USPSQD
 JM0281  HISTORY     - 20190918 GOOD             NGS
 JM0281
 JM0281                          STATION DESCRIPTION
 JM0281
 JM0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JM0281'IN THOMPSON.
 JM0281'AT THOMPSON, GRAND COUNTY, ON THE DENVER AND RIO GRANDE WESTERN
 JM0281'RAILROAD, ABOUT 225 YARDS EAST OF THE STATION, 90 YARDS EAST OF
 JM0281'MILEPOST 528, ACROSS THE TRACK FROM THE CONTINENTAL OIL CO. PLANT, AND
 JM0281'80 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 JM0281'STAMPED 5145.259 S 15 1927 AND SET IN THE TOP OF A CONCRETE POST.
 JM0281
 JM0281                          STATION RECOVERY (2004)
 JM0281
 JM0281'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JM0281'THE STATION NOW LIES ACROSS THE TRACK FROM AN EMPTY FIELD.  THE
 JM0281'CONTINENTAL OIL CO PLANT HAS BEEN REMOVED.
 JM0281
 JM0281                          STATION RECOVERY (2009)
 JM0281
 JM0281'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0281'RECOVERED IN GOOD CONDITION.
 JM0281
 JM0281                          STATION RECOVERY (2019)
 JM0281
 JM0281'RECOVERY NOTE BY US POWER SQUADRON 2019 (JMR)
 JM0281'RECOVERED IN GOOD CONDITION.
 JM0281
 JM0281                          STATION RECOVERY (2019)
 JM0281
 JM0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (DW)
 JM0281'THE STATION IS IN THOMPSON SPRINGS, UT, BETWEEN OLD US 6 AND 50 AND
 JM0281'UNION PACIFIC RAILROAD, 0.1 MI (0.2 KM) EAST OF NORTH END OF UT 94.
 JM0281'
 JM0281'IT IS 90 YDS (82.3 M) EAST OF RAILROAD MILEPOST 528, 80 FT (24.4 M)
 JM0281'SOUTH OF THE CENTERLINE OF MAINLINE TRACK, ABOUT 40 FT (12.2 M) NORTH
 JM0281'OF OLD US 6 AND 50, NORTH OF HOUSE AT NO. 130 AND 2 FT (0.6 M) WEST OF
 JM0281'A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0146 ***********************************************************************
 HN0146  DESIGNATION -  S 150
 HN0146  PID         -  HN0146
 HN0146  STATE/COUNTY-  UT/SAN JUAN
 HN0146  COUNTRY     -  US
 HN0146  USGS QUAD   -  MONITOR BUTTE (2017)
 HN0146
 HN0146                         *CURRENT SURVEY CONTROL
 HN0146  ______________________________________________________________________
 HN0146* NAD 83(1986) POSITION- 37 14 30.     (N) 110 23 19.     (W)   SCALED
 HN0146* NAVD 88 ORTHO HEIGHT -  1208.400 (meters)     3964.56  (feet) ADJUSTED
 HN0146  ______________________________________________________________________
 HN0146  GEOID HEIGHT    -        -21.744 (meters)                     GEOID18
 HN0146  DYNAMIC HEIGHT  -       1207.106 (meters)     3960.31  (feet) COMP
 HN0146  MODELED GRAVITY -    979,518.8   (mgal)                       NAVD 88
 HN0146
 HN0146  VERT ORDER      -  FIRST     CLASS II
 HN0146
 HN0146.The horizontal coordinates were scaled from a map and have
 HN0146.an estimated accuracy of +/- 6 seconds.
 HN0146
 HN0146.The orthometric height was determined by differential leveling and
 HN0146.adjusted by the NATIONAL GEODETIC SURVEY
 HN0146.in June 1991.
 HN0146
 HN0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0146.GEOID18 height accuracy estimate available here.
 HN0146
 HN0146.Click photographs - Photos may exist for this station.
 HN0146
 HN0146.The dynamic height is computed by dividing the NAVD 88
 HN0146.geopotential number by the normal gravity value computed on the
 HN0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0146.degrees latitude (g = 980.6199 gals.).
 HN0146
 HN0146.The modeled gravity was interpolated from observed gravity values.
 HN0146
 HN0146;                    North         East    Units  Estimated Accuracy
 HN0146;SPC UT S     - 3,064,400.      598,610.      MT  (+/- 180 meters Scaled)
 HN0146
 HN0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG542218(NAD 83)
 HN0146
 HN0146                          SUPERSEDED SURVEY CONTROL
 HN0146
 HN0146  NGVD 29 (??/??/92) 1207.539  (m)         3961.73   (f) ADJ UNCH    1 2
 HN0146
 HN0146.Superseded values are not recommended for survey control.
 HN0146
 HN0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0146.See file dsdata.pdf to determine how the superseded data were derived.
 HN0146
 HN0146_MARKER: DB = BENCH MARK DISK
 HN0146_SETTING: 66 = SET IN ROCK OUTCROP
 HN0146_STAMPING: S 150 1962
 HN0146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0146+STABILITY: POSITION/ELEVATION WELL
 HN0146
 HN0146  HISTORY     - Date     Condition        Report By
 HN0146  HISTORY     - 1962     MONUMENTED       CGS
 HN0146  HISTORY     - 1982     GOOD             USGS
 HN0146  HISTORY     - 1982     GOOD             USGS
 HN0146
 HN0146                          STATION DESCRIPTION
 HN0146
 HN0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0146'20.25 MI NW FROM OLJATO.
 HN0146'ABOUT 17.15 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0146'FROM THE TRADING POST AT OLJATO.  THENCE 3.1 MILES NORTHEAST ACROSS
 HN0146'COUNTRY BY FOOT ONLY TOWARDS THE SAN JUAN RIVER, 210 FEET
 HN0146'EAST-NORTHEAST OF A METAL WITNESS POST WHICH IS LOCATED ON A MOUND OF
 HN0146'EARTH, AND SET IN BEDROCK IN A VERY FLAT ROCK AREA.
 HN0146
 HN0146                          STATION RECOVERY (1982)
 HN0146
 HN0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0146'OLJETO, 20.25 MILE NW OF FROM THE TRADING POST AT OLJETO, NORTH 2.3
 HN0146'MILE ALONG PAVED ROAD. TO A BLADED ROAD LEADING TO COPPER CANYON,
 HN0146'WNW. ALONG BLADED ROAD. FOR 8.6 MILE TO A Y-RD. N. LEADING PIUTE
 HN0146'FARMS, N ALONG ROAD. FOR 8.15 MILE, THENCE, 2.89 MILE NE AT A MAG.
 HN0146'HEADING OF 39 45 BY FOOT ONLY. BM IS 210 FT. ENE OF A METAL WITNESS
 HN0146'POST WHICH IS LOCATE ON A MOUND OF EARTH IN THE SE. CORNER OF THE SW.
 HN0146'QUARTER OF SECTION 5, T. 41 S., R. 14 E. A STANDARD DISK SET IN
 HN0146'BEDROCK IN A VERY FLAT ROCK AREA.
 HN0146
 HN0146                          STATION RECOVERY (1982)
 HN0146
 HN0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0146'OLJETO, 20.25 MILE NW OF FROM THE TRADING POST AT OLJETO, NORTH 2.3
 HN0146'MILE ALONG PAVED ROAD. TO A BLADED ROAD LEADING TO COPPER CANYON,
 HN0146'WNW. ALONG BLADED ROAD. FOR 8.6 MILE TO A Y-RD. N. LEADING PIUTE
 HN0146'FARMS, N ALONG ROAD. FOR 8.15 MILE, THENCE, 2.89 MILE NE AT A MAG.
 HN0146'HEADING OF 39 45 BY FOOT ONLY. BM IS 210 FT. ENE OF A METAL WITNESS
 HN0146'POST WHICH IS LOCATE ON A MOUND OF EARTH IN THE SE. CORNER OF THE SW.
 HN0146'QUARTER OF SECTION 5, T. 41 S., R. 14 E. A STANDARD DISK SET IN
 HN0146'BEDROCK IN A VERY FLAT ROCK AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0429 ***********************************************************************
 HN0429  DESIGNATION -  S 151
 HN0429  PID         -  HN0429
 HN0429  STATE/COUNTY-  UT/KANE
 HN0429  COUNTRY     -  US
 HN0429  USGS QUAD   -  SIT DOWN BENCH (2017)
 HN0429
 HN0429                         *CURRENT SURVEY CONTROL
 HN0429  ______________________________________________________________________
 HN0429* NAD 83(1986) POSITION- 37 07 59.     (N) 111 17 01.     (W)   SCALED
 HN0429* NAVD 88 ORTHO HEIGHT -  1299.379 (meters)     4263.05  (feet) ADJUSTED
 HN0429  ______________________________________________________________________
 HN0429  GEOID HEIGHT    -        -23.187 (meters)                     GEOID18
 HN0429  DYNAMIC HEIGHT  -       1297.831 (meters)     4257.97  (feet) COMP
 HN0429  MODELED GRAVITY -    979,396.0   (mgal)                       NAVD 88
 HN0429
 HN0429  VERT ORDER      -  FIRST     CLASS II
 HN0429
 HN0429.The horizontal coordinates were scaled from a map and have
 HN0429.an estimated accuracy of +/- 6 seconds.
 HN0429
 HN0429.The orthometric height was determined by differential leveling and
 HN0429.adjusted by the NATIONAL GEODETIC SURVEY
 HN0429.in June 1991.
 HN0429
 HN0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0429.GEOID18 height accuracy estimate available here.
 HN0429
 HN0429.Click photographs - Photos may exist for this station.
 HN0429
 HN0429.The dynamic height is computed by dividing the NAVD 88
 HN0429.geopotential number by the normal gravity value computed on the
 HN0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0429.degrees latitude (g = 980.6199 gals.).
 HN0429
 HN0429.The modeled gravity was interpolated from observed gravity values.
 HN0429
 HN0429;                    North         East    Units  Estimated Accuracy
 HN0429;SPC UT S     - 3,051,780.      519,230.      MT  (+/- 180 meters Scaled)
 HN0429
 HN0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG748096(NAD 83)
 HN0429
 HN0429                          SUPERSEDED SURVEY CONTROL
 HN0429
 HN0429  NGVD 29 (??/??/92) 1298.383  (m)         4259.78   (f) ADJ UNCH    1 2
 HN0429
 HN0429.Superseded values are not recommended for survey control.
 HN0429
 HN0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0429.See file dsdata.pdf to determine how the superseded data were derived.
 HN0429
 HN0429_MARKER: DB = BENCH MARK DISK
 HN0429_SETTING: 66 = SET IN ROCK OUTCROP
 HN0429_STAMPING: S 151 1962
 HN0429_MARK LOGO: CGS
 HN0429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0429+STABILITY: POSITION/ELEVATION WELL
 HN0429
 HN0429  HISTORY     - Date     Condition        Report By
 HN0429  HISTORY     - 1962     MONUMENTED       CGS
 HN0429
 HN0429                          STATION DESCRIPTION
 HN0429
 HN0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0429'27.8 MI E FROM GLEN CANYON CITY.
 HN0429'ABOUT 17.75 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0429'SERVICE STATION AT GLEN CANYON CITY.  THENCE 8.8 MILES EAST ALONG A
 HN0429'DIM BULLDOZED TRAIL ROAD.  THENCE 1.25 MILES EAST ACROSS COUNTRY
 HN0429'TOWARD LAST CHANCE CREEK, 0.85 MILE WEST-SOUTHWEST OF THE WEST RIM OF
 HN0429'LAST CHANCE CREEK, 12.0 FEET EAST OF A METAL WITNESS POST, AND SET IN
 HN0429'THE TOP OF A ROCK OUTCROP PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0379 ***********************************************************************
 HN0379  DESIGNATION -  S 152
 HN0379  PID         -  HN0379
 HN0379  STATE/COUNTY-  UT/KANE
 HN0379  COUNTRY     -  US
 HN0379  USGS QUAD   -  NAVAJO POINT (2017)
 HN0379
 HN0379                         *CURRENT SURVEY CONTROL
 HN0379  ______________________________________________________________________
 HN0379* NAD 83(1986) POSITION- 37 08 22.     (N) 111 00 34.     (W)   SCALED
 HN0379* NAVD 88 ORTHO HEIGHT -  1289.873 (meters)     4231.86  (feet) ADJUSTED
 HN0379  ______________________________________________________________________
 HN0379  GEOID HEIGHT    -        -22.896 (meters)                     GEOID18
 HN0379  DYNAMIC HEIGHT  -       1288.281 (meters)     4226.64  (feet) COMP
 HN0379  MODELED GRAVITY -    979,355.0   (mgal)                       NAVD 88
 HN0379
 HN0379  VERT ORDER      -  FIRST     CLASS II
 HN0379
 HN0379.The horizontal coordinates were scaled from a map and have
 HN0379.an estimated accuracy of +/- 6 seconds.
 HN0379
 HN0379.The orthometric height was determined by differential leveling and
 HN0379.adjusted by the NATIONAL GEODETIC SURVEY
 HN0379.in June 1991.
 HN0379
 HN0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0379.GEOID18 height accuracy estimate available here.
 HN0379
 HN0379.Click photographs - Photos may exist for this station.
 HN0379
 HN0379.The dynamic height is computed by dividing the NAVD 88
 HN0379.geopotential number by the normal gravity value computed on the
 HN0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0379.degrees latitude (g = 980.6199 gals.).
 HN0379
 HN0379.The modeled gravity was interpolated from observed gravity values.
 HN0379
 HN0379;                    North         East    Units  Estimated Accuracy
 HN0379;SPC UT S     - 3,052,590.      543,590.      MT  (+/- 180 meters Scaled)
 HN0379
 HN0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG991103(NAD 83)
 HN0379
 HN0379                          SUPERSEDED SURVEY CONTROL
 HN0379
 HN0379  NGVD 29 (??/??/92) 1288.771  (m)         4228.24   (f) ADJ UNCH    1 2
 HN0379
 HN0379.Superseded values are not recommended for survey control.
 HN0379
 HN0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0379.See file dsdata.pdf to determine how the superseded data were derived.
 HN0379
 HN0379_MARKER: DB = BENCH MARK DISK
 HN0379_SETTING: 66 = SET IN ROCK OUTCROP
 HN0379_STAMPING: S 152 1962
 HN0379_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0379+STABILITY: POSITION/ELEVATION WELL
 HN0379
 HN0379  HISTORY     - Date     Condition        Report By
 HN0379  HISTORY     - 1962     MONUMENTED       CGS
 HN0379
 HN0379                          STATION DESCRIPTION
 HN0379
 HN0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0379'19.2 MI SW FROM HOLE IN THE ROCK.
 HN0379'ABOUT 19.2 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK.
 HN0379'ABOUT 0.25 MILE NORTHWEST OF A POINT IN A CLIFF, SET IN THE TOP OF A
 HN0379'ROCK OUTCROP WHICH IS IN A SMALL RAVINE, 29 FEET NORTHWEST OF A
 HN0379'BOULDER WHICH IS MARKED WITH THE LETTERS BM IN WHITE PAINT, AND 14.5
 HN0379'FEET WEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0454 ***********************************************************************
 HN0454  DESIGNATION -  S 153
 HN0454  PID         -  HN0454
 HN0454  STATE/COUNTY-  UT/KANE
 HN0454  COUNTRY     -  US
 HN0454  USGS QUAD   -  NAVAJO POINT (2017)
 HN0454
 HN0454                         *CURRENT SURVEY CONTROL
 HN0454  ______________________________________________________________________
 HN0454* NAD 83(1986) POSITION- 37 09 43.     (N) 111 02 11.     (W)   SCALED
 HN0454* NAVD 88 ORTHO HEIGHT -  1904.624 (meters)     6248.75  (feet) ADJUSTED
 HN0454  ______________________________________________________________________
 HN0454  GEOID HEIGHT    -        -22.800 (meters)                     GEOID18
 HN0454  DYNAMIC HEIGHT  -       1902.279 (meters)     6241.06  (feet) COMP
 HN0454  MODELED GRAVITY -    979,332.1   (mgal)                       NAVD 88
 HN0454
 HN0454  VERT ORDER      -  FIRST     CLASS II
 HN0454
 HN0454.The horizontal coordinates were scaled from a map and have
 HN0454.an estimated accuracy of +/- 6 seconds.
 HN0454
 HN0454.The orthometric height was determined by differential leveling and
 HN0454.adjusted by the NATIONAL GEODETIC SURVEY
 HN0454.in June 1991.
 HN0454
 HN0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0454.GEOID18 height accuracy estimate available here.
 HN0454
 HN0454.Click photographs - Photos may exist for this station.
 HN0454
 HN0454.The dynamic height is computed by dividing the NAVD 88
 HN0454.geopotential number by the normal gravity value computed on the
 HN0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0454.degrees latitude (g = 980.6199 gals.).
 HN0454
 HN0454.The modeled gravity was interpolated from observed gravity values.
 HN0454
 HN0454;                    North         East    Units  Estimated Accuracy
 HN0454;SPC UT S     - 3,055,070.      541,180.      MT  (+/- 180 meters Scaled)
 HN0454
 HN0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG967128(NAD 83)
 HN0454
 HN0454                          SUPERSEDED SURVEY CONTROL
 HN0454
 HN0454  NGVD 29 (??/??/92) 1903.602  (m)         6245.40   (f) ADJ UNCH    1 2
 HN0454
 HN0454.Superseded values are not recommended for survey control.
 HN0454
 HN0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0454.See file dsdata.pdf to determine how the superseded data were derived.
 HN0454
 HN0454_MARKER: DB = BENCH MARK DISK
 HN0454_SETTING: 66 = SET IN ROCK OUTCROP
 HN0454_STAMPING: S 153 1962
 HN0454_MARK LOGO: CGS
 HN0454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0454+STABILITY: POSITION/ELEVATION WELL
 HN0454
 HN0454  HISTORY     - Date     Condition        Report By
 HN0454  HISTORY     - 1962     MONUMENTED       CGS
 HN0454
 HN0454                          STATION DESCRIPTION
 HN0454
 HN0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0454'19.9 MI SW FROM HOLE-IN-THE-ROCK.
 HN0454'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0454'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0454'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0454'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0454'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0454'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0454'PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0454'HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0454'CLIFFS.  THENCE 2.4 MILES SOUTH-SOUTHEAST ALONG A COW PATH.  THENCE
 HN0454'3.1 MILES SOUTH ACROSS ROCKY COUNTRY TOWARDS NAVAJO POINT.  THENCE
 HN0454'2.65 MILES NORTHWEST ALONG A COW PATH AND AROUND NAVAJO POINT, 20 FEET
 HN0454'NORTH OF THE COW PATH, 6.8 FEET SOUTHWEST OF A METAL WITNESS POST, AND
 HN0454'SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS ABOUT 36-INCHES ABOVE
 HN0454'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0325 ***********************************************************************
 MS0325  DESIGNATION -  S 154
 MS0325  PID         -  MS0325
 MS0325  STATE/COUNTY-  UT/BOX ELDER
 MS0325  COUNTRY     -  US
 MS0325  USGS QUAD   -  GROOME (2017)
 MS0325
 MS0325                         *CURRENT SURVEY CONTROL
 MS0325  ______________________________________________________________________
 MS0325* NAD 83(1986) POSITION- 41 17 02.     (N) 113 20 05.     (W)   SCALED
 MS0325* NAVD 88 ORTHO HEIGHT -  1286.158 (meters)     4219.67  (feet) ADJUSTED
 MS0325  ______________________________________________________________________
 MS0325  GEOID HEIGHT    -        -16.873 (meters)                     GEOID18
 MS0325  DYNAMIC HEIGHT  -       1285.262 (meters)     4216.73  (feet) COMP
 MS0325  MODELED GRAVITY -    979,882.3   (mgal)                       NAVD 88
 MS0325
 MS0325  VERT ORDER      -  SECOND    CLASS 0
 MS0325
 MS0325.The horizontal coordinates were scaled from a map and have
 MS0325.an estimated accuracy of +/- 6 seconds.
 MS0325
 MS0325.The orthometric height was determined by differential leveling and
 MS0325.adjusted by the NATIONAL GEODETIC SURVEY
 MS0325.in June 1991.
 MS0325
 MS0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0325.GEOID18 height accuracy estimate available here.
 MS0325
 MS0325.Click photographs - Photos may exist for this station.
 MS0325
 MS0325.The dynamic height is computed by dividing the NAVD 88
 MS0325.geopotential number by the normal gravity value computed on the
 MS0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0325.degrees latitude (g = 980.6199 gals.).
 MS0325
 MS0325.The modeled gravity was interpolated from observed gravity values.
 MS0325
 MS0325;                    North         East    Units  Estimated Accuracy
 MS0325;SPC UT N     - 1,107,180.      346,320.      MT  (+/- 180 meters Scaled)
 MS0325
 MS0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL044729(NAD 83)
 MS0325
 MS0325                          SUPERSEDED SURVEY CONTROL
 MS0325
 MS0325  NGVD 29 (??/??/92) 1285.169  (m)         4216.43   (f) ADJ UNCH    2 0
 MS0325
 MS0325.Superseded values are not recommended for survey control.
 MS0325
 MS0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0325.See file dsdata.pdf to determine how the superseded data were derived.
 MS0325
 MS0325_MARKER: DB = BENCH MARK DISK
 MS0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0325_STAMPING: S 154 1966
 MS0325_MARK LOGO: CGS
 MS0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0325+STABILITY: SURFACE MOTION
 MS0325
 MS0325  HISTORY     - Date     Condition        Report By
 MS0325  HISTORY     - 1966     MONUMENTED       CGS
 MS0325
 MS0325                          STATION DESCRIPTION
 MS0325
 MS0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0325'11.2 MI W FROM HOGUP.
 MS0325'11.2 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STOCK
 MS0325'PENS AT HOGUP, 2 FEET EAST OF THE SEVENTH POLE WEST OF MILE POST 710,
 MS0325'AT THE WEST END OF A SIDING, 58.3 FEET NORTH OF THE NORTH RAIL, 70.0
 MS0325'FEET NORTH AND ACROSS THE TRACK FROM THE NORTHWEST CORNER OF A SIGNAL,
 MS0325'55 FEET NORTH OF THE CENTER OF A SWITCH, 1.7 FEET WEST OF A WITNESS
 MS0325'POST, ABOUT 6 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE
 MS0325'POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0403 ***********************************************************************
 MS0403  DESIGNATION -  S 155
 MS0403  PID         -  MS0403
 MS0403  STATE/COUNTY-  UT/BOX ELDER
 MS0403  COUNTRY     -  US
 MS0403  USGS QUAD   -  LUCIN (2017)
 MS0403
 MS0403                         *CURRENT SURVEY CONTROL
 MS0403  ______________________________________________________________________
 MS0403* NAD 83(1986) POSITION- 41 20 20.     (N) 113 53 00.     (W)   SCALED
 MS0403* NAVD 88 ORTHO HEIGHT -  1356.671 (meters)     4451.01  (feet) ADJUSTED
 MS0403  ______________________________________________________________________
 MS0403  GEOID HEIGHT    -        -16.804 (meters)                     GEOID18
 MS0403  DYNAMIC HEIGHT  -       1355.706 (meters)     4447.85  (feet) COMP
 MS0403  MODELED GRAVITY -    979,864.6   (mgal)                       NAVD 88
 MS0403
 MS0403  VERT ORDER      -  SECOND    CLASS 0
 MS0403
 MS0403.The horizontal coordinates were scaled from a map and have
 MS0403.an estimated accuracy of +/- 6 seconds.
 MS0403
 MS0403.The orthometric height was determined by differential leveling and
 MS0403.adjusted by the NATIONAL GEODETIC SURVEY
 MS0403.in June 1991.
 MS0403
 MS0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0403.GEOID18 height accuracy estimate available here.
 MS0403
 MS0403.Click photographs - Photos may exist for this station.
 MS0403
 MS0403.The dynamic height is computed by dividing the NAVD 88
 MS0403.geopotential number by the normal gravity value computed on the
 MS0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0403.degrees latitude (g = 980.6199 gals.).
 MS0403
 MS0403.The modeled gravity was interpolated from observed gravity values.
 MS0403
 MS0403;                    North         East    Units  Estimated Accuracy
 MS0403;SPC UT N     - 1,114,400.      300,540.      MT  (+/- 180 meters Scaled)
 MS0403
 MS0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL587803(NAD 83)
 MS0403
 MS0403                          SUPERSEDED SURVEY CONTROL
 MS0403
 MS0403  NGVD 29 (??/??/92) 1355.66   (m)         4447.7    (f) COMPUTED    2 0
 MS0403
 MS0403.Superseded values are not recommended for survey control.
 MS0403
 MS0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0403.See file dsdata.pdf to determine how the superseded data were derived.
 MS0403
 MS0403_MARKER: DB = BENCH MARK DISK
 MS0403_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0403_SP_SET: ABUTMENT
 MS0403_STAMPING: S 155 1966
 MS0403_MARK LOGO: CGS
 MS0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0403
 MS0403  HISTORY     - Date     Condition        Report By
 MS0403  HISTORY     - 1966     MONUMENTED       CGS
 MS0403
 MS0403                          STATION DESCRIPTION
 MS0403
 MS0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0403'1.6 MI SE FROM LUCIN.
 MS0403'1.6 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 MS0403'CROSSING OF STATE HIGHWAY 70 AT LUCIN, IN THE TOP AND 1.0 FOOT
 MS0403'NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF BRIDGE
 MS0403'681.01, 7.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL AND ABOUT 3 FEET
 MS0403'LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0315 ***********************************************************************
 LO0315  DESIGNATION -  S 159
 LO0315  PID         -  LO0315
 LO0315  STATE/COUNTY-  UT/WASATCH
 LO0315  COUNTRY     -  US
 LO0315  USGS QUAD   -  SOAPSTONE BASIN (2017)
 LO0315
 LO0315                         *CURRENT SURVEY CONTROL
 LO0315  ______________________________________________________________________
 LO0315* NAD 83(1986) POSITION- 40 31 54.     (N) 111 01 53.     (W)   SCALED
 LO0315* NAVD 88 ORTHO HEIGHT -  2768.157 (meters)     9081.86  (feet) ADJUSTED
 LO0315  ______________________________________________________________________
 LO0315  GEOID HEIGHT    -        -13.987 (meters)                     GEOID18
 LO0315  DYNAMIC HEIGHT  -       2765.241 (meters)     9072.29  (feet) COMP
 LO0315  MODELED GRAVITY -    979,469.8   (mgal)                       NAVD 88
 LO0315
 LO0315  VERT ORDER      -  SECOND    CLASS 0
 LO0315
 LO0315.The horizontal coordinates were scaled from a map and have
 LO0315.an estimated accuracy of +/- 6 seconds.
 LO0315
 LO0315.The orthometric height was determined by differential leveling and
 LO0315.adjusted by the NATIONAL GEODETIC SURVEY
 LO0315.in June 1991.
 LO0315
 LO0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0315.GEOID18 height accuracy estimate available here.
 LO0315
 LO0315.Click photographs - Photos may exist for this station.
 LO0315
 LO0315.The dynamic height is computed by dividing the NAVD 88
 LO0315.geopotential number by the normal gravity value computed on the
 LO0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0315.degrees latitude (g = 980.6199 gals.).
 LO0315
 LO0315.The modeled gravity was interpolated from observed gravity values.
 LO0315
 LO0315;                    North         East    Units  Estimated Accuracy
 LO0315;SPC UT C     - 2,244,170.      539,700.      MT  (+/- 180 meters Scaled)
 LO0315
 LO0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK973867(NAD 83)
 LO0315
 LO0315                          SUPERSEDED SURVEY CONTROL
 LO0315
 LO0315  NGVD 29 (??/??/92) 2766.714  (m)         9077.13   (f) ADJ UNCH    2 0
 LO0315
 LO0315.Superseded values are not recommended for survey control.
 LO0315
 LO0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0315.See file dsdata.pdf to determine how the superseded data were derived.
 LO0315
 LO0315_MARKER: DB = BENCH MARK DISK
 LO0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0315_STAMPING: S 159 1962
 LO0315_MARK LOGO: CGS
 LO0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0315+STABILITY: SURFACE MOTION
 LO0315
 LO0315  HISTORY     - Date     Condition        Report By
 LO0315  HISTORY     - 1962     MONUMENTED       CGS
 LO0315
 LO0315                          STATION DESCRIPTION
 LO0315
 LO0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0315'21.0 MI SE FROM KAMAS.
 LO0315'14.95 MILES EAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0315'HIGHWAY 189 ALTERNATE AT KAMAS, THENCE 6.05 MILES SOUTH ALONG A DIRT
 LO0315'ROAD, AT THE SUMMIT OF SOAPSTONE PASS, AT THE JUNCTION OF A TRACK ROAD
 LO0315'NORTHEAST, 139 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE ROAD, 21
 LO0315'FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK ROAD, 126 FEET
 LO0315'NORTH-NORTHEAST OF SOAPSTONE PASS SIGN, 3.6 FEET EAST-SOUTHEAST OF A
 LO0315'WITNESS POST, ABOUT 5 FEET HIGHER THAN THE ROAD, AND 0.7 FOOT ABOVE
 LO0315'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0050 ***********************************************************************
 KN0050  DESIGNATION -  S 16
 KN0050  PID         -  KN0050
 KN0050  STATE/COUNTY-  UT/EMERY
 KN0050  COUNTRY     -  US
 KN0050  USGS QUAD   -  MOUNDS (2017)
 KN0050
 KN0050                         *CURRENT SURVEY CONTROL
 KN0050  ______________________________________________________________________
 KN0050* NAD 83(1986) POSITION- 39 26 30.     (N) 110 31 27.     (W)   SCALED
 KN0050* NAVD 88 ORTHO HEIGHT -  1596.761 (meters)     5238.71  (feet) ADJUSTED
 KN0050  ______________________________________________________________________
 KN0050  GEOID HEIGHT    -        -17.935 (meters)                     GEOID18
 KN0050  DYNAMIC HEIGHT  -       1595.190 (meters)     5233.55  (feet) COMP
 KN0050  MODELED GRAVITY -    979,587.2   (mgal)                       NAVD 88
 KN0050
 KN0050  VERT ORDER      -  FIRST     CLASS II
 KN0050
 KN0050.The horizontal coordinates were scaled from a map and have
 KN0050.an estimated accuracy of +/- 6 seconds.
 KN0050
 KN0050.The orthometric height was determined by differential leveling and
 KN0050.adjusted by the NATIONAL GEODETIC SURVEY
 KN0050.in June 1991.
 KN0050
 KN0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0050.GEOID18 height accuracy estimate available here.
 KN0050
 KN0050.Click photographs - Photos may exist for this station.
 KN0050
 KN0050.The dynamic height is computed by dividing the NAVD 88
 KN0050.geopotential number by the normal gravity value computed on the
 KN0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0050.degrees latitude (g = 980.6199 gals.).
 KN0050
 KN0050.The modeled gravity was interpolated from observed gravity values.
 KN0050
 KN0050;                    North         East    Units  Estimated Accuracy
 KN0050;SPC UT C     - 2,123,500.      584,000.      MT  (+/- 180 meters Scaled)
 KN0050
 KN0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ409658(NAD 83)
 KN0050
 KN0050                          SUPERSEDED SURVEY CONTROL
 KN0050
 KN0050  NGVD 29 (??/??/92) 1595.705  (m)         5235.24   (f) ADJ UNCH    1 2
 KN0050
 KN0050.Superseded values are not recommended for survey control.
 KN0050
 KN0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0050.See file dsdata.pdf to determine how the superseded data were derived.
 KN0050
 KN0050_MARKER: DB = BENCH MARK DISK
 KN0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0050_SP_SET: ABUTMENT
 KN0050_STAMPING: 5235.242 S 16 1927
 KN0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0050
 KN0050  HISTORY     - Date     Condition        Report By
 KN0050  HISTORY     - 1927     MONUMENTED       CGS
 KN0050  HISTORY     - 1934     GOOD             CGS
 KN0050
 KN0050                          STATION DESCRIPTION
 KN0050
 KN0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0050'18 MI NW FROM WOODSIDE.
 KN0050'18.0 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0050'FROM WOODSIDE, EMERY COUNTY, AT BRIDGE 598 A, IN THE TOP OF THE SOUTH
 KN0050'ABUTMENT, AND 8 FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 KN0050'DISK, STAMPED 5235.242 S 16 1927.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0185 ***********************************************************************
 LO0185  DESIGNATION -  S 160
 LO0185  PID         -  LO0185
 LO0185  STATE/COUNTY-  UT/SUMMIT
 LO0185  COUNTRY     -  US
 LO0185  USGS QUAD   -  WHITNEY RESERVOIR (2017)
 LO0185
 LO0185                         *CURRENT SURVEY CONTROL
 LO0185  ______________________________________________________________________
 LO0185* NAD 83(1986) POSITION- 40 46 16.     (N) 110 53 03.     (W)   SCALED
 LO0185* NAVD 88 ORTHO HEIGHT -  2857.191 (meters)     9373.97  (feet) ADJUSTED
 LO0185  ______________________________________________________________________
 LO0185  GEOID HEIGHT    -        -12.865 (meters)                     GEOID18
 LO0185  DYNAMIC HEIGHT  -       2854.150 (meters)     9363.99  (feet) COMP
 LO0185  MODELED GRAVITY -    979,455.1   (mgal)                       NAVD 88
 LO0185
 LO0185  VERT ORDER      -  SECOND    CLASS 0
 LO0185
 LO0185.The horizontal coordinates were scaled from a map and have
 LO0185.an estimated accuracy of +/- 6 seconds.
 LO0185
 LO0185.The orthometric height was determined by differential leveling and
 LO0185.adjusted by the NATIONAL GEODETIC SURVEY
 LO0185.in June 1991.
 LO0185
 LO0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0185.GEOID18 height accuracy estimate available here.
 LO0185
 LO0185.Click photographs - Photos may exist for this station.
 LO0185
 LO0185.The dynamic height is computed by dividing the NAVD 88
 LO0185.geopotential number by the normal gravity value computed on the
 LO0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0185.degrees latitude (g = 980.6199 gals.).
 LO0185
 LO0185.The modeled gravity was interpolated from observed gravity values.
 LO0185
 LO0185;                    North         East    Units  Estimated Accuracy
 LO0185;SPC UT N     - 1,048,800.      551,990.      MT  (+/- 180 meters Scaled)
 LO0185
 LO0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL097133(NAD 83)
 LO0185
 LO0185                          SUPERSEDED SURVEY CONTROL
 LO0185
 LO0185  NGVD 29 (??/??/92) 2855.609  (m)         9368.78   (f) ADJ UNCH    2 0
 LO0185
 LO0185.Superseded values are not recommended for survey control.
 LO0185
 LO0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0185.See file dsdata.pdf to determine how the superseded data were derived.
 LO0185
 LO0185_MARKER: DB = BENCH MARK DISK
 LO0185_SETTING: 80 = SET IN A BOULDER
 LO0185_STAMPING: S 160 1962
 LO0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0185+STABILITY: SURFACE MOTION
 LO0185
 LO0185  HISTORY     - Date     Condition        Report By
 LO0185  HISTORY     - 1962     MONUMENTED       CGS
 LO0185
 LO0185                          STATION DESCRIPTION
 LO0185
 LO0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0185'38.95 MI NE FROM KAMAS.
 LO0185'38.95 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF
 LO0185'U.S. HIGHWAY 189 ALTERNATE AT KAMAS, SET VERTICALLY IN THE
 LO0185'EAST-NORTHEAST FACE OF A 4- BY 6-FOOT BOULDER WHICH PROJECTS 3 FEET
 LO0185'ABOVE THE GROUND, 52 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE
 LO0185'HIGHWAY, 8.6 FEET WEST-SOUTHWEST OF A WITNESS POST, AND ABOUT 12 FEET
 LO0185'HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0341 ***********************************************************************
 LO0341  DESIGNATION -  S 161
 LO0341  PID         -  LO0341
 LO0341  STATE/COUNTY-  UT/SUMMIT
 LO0341  COUNTRY     -  US
 LO0341  USGS QUAD   -  UPTON (2017)
 LO0341
 LO0341                         *CURRENT SURVEY CONTROL
 LO0341  ______________________________________________________________________
 LO0341* NAD 83(1986) POSITION- 40 57 27.     (N) 111 12 48.     (W)   SCALED
 LO0341* NAVD 88 ORTHO HEIGHT -  1903.012 (meters)     6243.47  (feet) ADJUSTED
 LO0341  ______________________________________________________________________
 LO0341  GEOID HEIGHT    -        -15.311 (meters)                     GEOID18
 LO0341  DYNAMIC HEIGHT  -       1901.259 (meters)     6237.71  (feet) COMP
 LO0341  MODELED GRAVITY -    979,635.9   (mgal)                       NAVD 88
 LO0341
 LO0341  VERT ORDER      -  SECOND    CLASS 0
 LO0341
 LO0341.The horizontal coordinates were scaled from a map and have
 LO0341.an estimated accuracy of +/- 6 seconds.
 LO0341
 LO0341.The orthometric height was determined by differential leveling and
 LO0341.adjusted by the NATIONAL GEODETIC SURVEY
 LO0341.in June 1991.
 LO0341
 LO0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0341.GEOID18 height accuracy estimate available here.
 LO0341
 LO0341.Click photographs - Photos may exist for this station.
 LO0341
 LO0341.The dynamic height is computed by dividing the NAVD 88
 LO0341.geopotential number by the normal gravity value computed on the
 LO0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0341.degrees latitude (g = 980.6199 gals.).
 LO0341
 LO0341.The modeled gravity was interpolated from observed gravity values.
 LO0341
 LO0341;                    North         East    Units  Estimated Accuracy
 LO0341;SPC UT N     - 1,069,350.      524,130.      MT  (+/- 180 meters Scaled)
 LO0341
 LO0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL820340(NAD 83)
 LO0341
 LO0341                          SUPERSEDED SURVEY CONTROL
 LO0341
 LO0341  NGVD 29 (??/??/92) 1901.680  (m)         6239.10   (f) ADJ UNCH    2 0
 LO0341
 LO0341.Superseded values are not recommended for survey control.
 LO0341
 LO0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0341.See file dsdata.pdf to determine how the superseded data were derived.
 LO0341
 LO0341_MARKER: DB = BENCH MARK DISK
 LO0341_SETTING: 66 = SET IN ROCK OUTCROP
 LO0341_STAMPING: S 161 1962
 LO0341_MARK LOGO: CGS
 LO0341_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0341+STABILITY: POSITION/ELEVATION WELL
 LO0341
 LO0341  HISTORY     - Date     Condition        Report By
 LO0341  HISTORY     - 1962     MONUMENTED       CGS
 LO0341
 LO0341                          STATION DESCRIPTION
 LO0341
 LO0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0341'11.7 MI E FROM COALVILLE.
 LO0341'11.7 MILES EAST ALONG STATE HIGHWAY 133 FROM THE COURT HOUSE AT
 LO0341'COALVILLE, AT A HIGH SANDSTONE CLIFF ON THE NORTH-NORTHEAST SIDE OF
 LO0341'THE HIGHWAY, IN THE TOP OF A LEDGE OF A MASSIVE SANDSTONE OUTCROP, 21
 LO0341'FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 LO0341'1/2 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0573 ***********************************************************************
 HN0573  DESIGNATION -  S 162
 HN0573  PID         -  HN0573
 HN0573  STATE/COUNTY-  UT/GARFIELD
 HN0573  COUNTRY     -  US
 HN0573  USGS QUAD   -  ESCALANTE (2017)
 HN0573
 HN0573                         *CURRENT SURVEY CONTROL
 HN0573  ______________________________________________________________________
 HN0573* NAD 83(1986) POSITION- 37 47 45.     (N) 111 35 32.     (W)   SCALED
 HN0573* NAVD 88 ORTHO HEIGHT -  1800.217 (meters)     5906.21  (feet) ADJUSTED
 HN0573  ______________________________________________________________________
 HN0573  GEOID HEIGHT    -        -19.847 (meters)                     GEOID18
 HN0573  DYNAMIC HEIGHT  -       1798.140 (meters)     5899.40  (feet) COMP
 HN0573  MODELED GRAVITY -    979,412.1   (mgal)                       NAVD 88
 HN0573
 HN0573  VERT ORDER      -  SECOND    CLASS 0
 HN0573
 HN0573.The horizontal coordinates were scaled from a map and have
 HN0573.an estimated accuracy of +/- 6 seconds.
 HN0573
 HN0573.The orthometric height was determined by differential leveling and
 HN0573.adjusted by the NATIONAL GEODETIC SURVEY
 HN0573.in June 1991.
 HN0573
 HN0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0573.GEOID18 height accuracy estimate available here.
 HN0573
 HN0573.Click photographs - Photos may exist for this station.
 HN0573
 HN0573.The dynamic height is computed by dividing the NAVD 88
 HN0573.geopotential number by the normal gravity value computed on the
 HN0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0573.degrees latitude (g = 980.6199 gals.).
 HN0573
 HN0573.The modeled gravity was interpolated from observed gravity values.
 HN0573
 HN0573;                    North         East    Units  Estimated Accuracy
 HN0573;SPC UT S     - 3,125,320.      491,880.      MT  (+/- 180 meters Scaled)
 HN0573
 HN0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG478833(NAD 83)
 HN0573
 HN0573                          SUPERSEDED SURVEY CONTROL
 HN0573
 HN0573  NGVD 29 (??/??/92) 1799.020  (m)         5902.28   (f) ADJ UNCH    2 0
 HN0573
 HN0573.Superseded values are not recommended for survey control.
 HN0573
 HN0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0573.See file dsdata.pdf to determine how the superseded data were derived.
 HN0573
 HN0573_MARKER: DB = BENCH MARK DISK
 HN0573_SETTING: 66 = SET IN ROCK OUTCROP
 HN0573_STAMPING: S 162 1962
 HN0573_MARK LOGO: CGS
 HN0573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0573+STABILITY: POSITION/ELEVATION WELL
 HN0573
 HN0573  HISTORY     - Date     Condition        Report By
 HN0573  HISTORY     - 1962     MONUMENTED       CGS
 HN0573  HISTORY     - 1963     GOOD             CGS
 HN0573
 HN0573                          STATION DESCRIPTION
 HN0573
 HN0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0573'2.05 MI N FROM ESCALANTE.
 HN0573'2.05 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 HN0573'ESCALANTE, IN THE TOP OF A RIDGE OF OUTCROP ABOUT FLUSH WITH THE
 HN0573'GROUND, 49 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE ROAD, 42 FEET
 HN0573'NORTHEAST OF THE NORTHEAST CORNER OF A CATTLEGUARD, 12.7 FEET
 HN0573'NORTH-NORTHWEST OF A FENCE CORNER POST, 6 FEET SOUTH-SOUTHWEST OF A T
 HN0573'FENCE JUNCTION, 4.6 FEET WEST-SOUTHWEST OF A RAIL FENCE, ABOUT 4 FEET
 HN0573'HIGHER THAN THE ROAD, AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0623 ***********************************************************************
 HN0623  DESIGNATION -  S 163
 HN0623  PID         -  HN0623
 HN0623  STATE/COUNTY-  UT/GARFIELD
 HN0623  COUNTRY     -  US
 HN0623  USGS QUAD   -  WIDE HOLLOW RESERVOIR (2017)
 HN0623
 HN0623                         *CURRENT SURVEY CONTROL
 HN0623  ______________________________________________________________________
 HN0623* NAD 83(1986) POSITION- 37 45 59.5    (N) 111 40 26.4    (W)   HD_HELD2
 HN0623* NAVD 88 ORTHO HEIGHT -  1849.740 (meters)     6068.69  (feet) ADJUSTED
 HN0623  ______________________________________________________________________
 HN0623  GEOID HEIGHT    -        -19.870 (meters)                     GEOID18
 HN0623  DYNAMIC HEIGHT  -       1847.562 (meters)     6061.54  (feet) COMP
 HN0623  MODELED GRAVITY -    979,387.0   (mgal)                       NAVD 88
 HN0623
 HN0623  VERT ORDER      -  SECOND    CLASS 0
 HN0623
 HN0623.The horizontal coordinates were established by autonomous hand held GPS
 HN0623.observations and have an estimated accuracy of +/- 10 meters.
 HN0623
 HN0623.The orthometric height was determined by differential leveling and
 HN0623.adjusted by the NATIONAL GEODETIC SURVEY
 HN0623.in June 1991.
 HN0623
 HN0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0623.GEOID18 height accuracy estimate available here.
 HN0623
 HN0623.Click photographs - Photos may exist for this station.
 HN0623
 HN0623.The dynamic height is computed by dividing the NAVD 88
 HN0623.geopotential number by the normal gravity value computed on the
 HN0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0623.degrees latitude (g = 980.6199 gals.).
 HN0623
 HN0623.The modeled gravity was interpolated from observed gravity values.
 HN0623
 HN0623;                    North         East    Units  Estimated Accuracy
 HN0623;SPC UT S     - 3,122,081.      484,670.      MT  (+/- 10 meters HH2 GPS)
 HN0623
 HN0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG4063780125(NAD 83)
 HN0623
 HN0623                          SUPERSEDED SURVEY CONTROL
 HN0623
 HN0623  NGVD 29 (??/??/92) 1848.492  (m)         6064.59   (f) ADJ UNCH    2 0
 HN0623
 HN0623.Superseded values are not recommended for survey control.
 HN0623
 HN0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0623.See file dsdata.pdf to determine how the superseded data were derived.
 HN0623
 HN0623_MARKER: DB = BENCH MARK DISK
 HN0623_SETTING: 80 = SET IN A BOULDER
 HN0623_STAMPING: S 163 1963
 HN0623_MARK LOGO: CGS
 HN0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0623+STABILITY: SURFACE MOTION
 HN0623
 HN0623  HISTORY     - Date     Condition        Report By
 HN0623  HISTORY     - 1963     MONUMENTED       CGS
 HN0623
 HN0623                          STATION DESCRIPTION
 HN0623
 HN0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0623'4.25 MI W FROM ESCALANTE.
 HN0623'4.25 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0623'AT ESCALANTE, IN THE TOP OF A 15- BY 36-FOOT LONE BOULDER, WHICH
 HN0623'PROJECTS ABOUT 10 FEET ON THE NORTH SIDE, 26 FEET NORTH-NORTHWEST OF
 HN0623'THE CENTER LINE OF THE HIGHWAY, 39 FEET WEST-SOUTHWEST OF THE CENTER
 HN0623'OF THE NORTH-NORTHWEST END OF AN 18-INCH PIPE CULVERT, 3.6 FEET WEST
 HN0623'OF A WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0661 ***********************************************************************
 HN0661  DESIGNATION -  S 164
 HN0661  PID         -  HN0661
 HN0661  STATE/COUNTY-  UT/GARFIELD
 HN0661  COUNTRY     -  US
 HN0661  USGS QUAD   -  HENRIEVILLE (2017)
 HN0661
 HN0661                         *CURRENT SURVEY CONTROL
 HN0661  ______________________________________________________________________
 HN0661* NAD 83(1986) POSITION- 37 35 45.     (N) 111 55 17.     (W)   SCALED
 HN0661* NAVD 88 ORTHO HEIGHT -  1973.113 (meters)     6473.45  (feet) ADJUSTED
 HN0661  ______________________________________________________________________
 HN0661  GEOID HEIGHT    -        -20.369 (meters)                     GEOID18
 HN0661  DYNAMIC HEIGHT  -       1970.721 (meters)     6465.61  (feet) COMP
 HN0661  MODELED GRAVITY -    979,347.4   (mgal)                       NAVD 88
 HN0661
 HN0661  VERT ORDER      -  SECOND    CLASS 0
 HN0661
 HN0661.The horizontal coordinates were scaled from a map and have
 HN0661.an estimated accuracy of +/- 6 seconds.
 HN0661
 HN0661.The orthometric height was determined by differential leveling and
 HN0661.adjusted by the NATIONAL GEODETIC SURVEY
 HN0661.in June 1991.
 HN0661
 HN0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0661.GEOID18 height accuracy estimate available here.
 HN0661
 HN0661.Click photographs - Photos may exist for this station.
 HN0661
 HN0661.The dynamic height is computed by dividing the NAVD 88
 HN0661.geopotential number by the normal gravity value computed on the
 HN0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0661.degrees latitude (g = 980.6199 gals.).
 HN0661
 HN0661.The modeled gravity was interpolated from observed gravity values.
 HN0661
 HN0661;                    North         East    Units  Estimated Accuracy
 HN0661;SPC UT S     - 3,103,210.      462,790.      MT  (+/- 180 meters Scaled)
 HN0661
 HN0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG186613(NAD 83)
 HN0661
 HN0661                          SUPERSEDED SURVEY CONTROL
 HN0661
 HN0661  NGVD 29 (??/??/92) 1971.794  (m)         6469.13   (f) ADJ UNCH    2 0
 HN0661
 HN0661.Superseded values are not recommended for survey control.
 HN0661
 HN0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0661.See file dsdata.pdf to determine how the superseded data were derived.
 HN0661
 HN0661_MARKER: DB = BENCH MARK DISK
 HN0661_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HN0661_SP_SET: CULVERT HEADWALL
 HN0661_STAMPING: S 164 1963
 HN0661_MARK LOGO: CGS
 HN0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0661+STABILITY: SURFACE MOTION
 HN0661
 HN0661  HISTORY     - Date     Condition        Report By
 HN0661  HISTORY     - 1963     MONUMENTED       CGS
 HN0661
 HN0661                          STATION DESCRIPTION
 HN0661
 HN0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0661'14.2 MI SE FROM TROPIC.
 HN0661'14.2 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT
 HN0661'TROPIC, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD
 HN0661'WALL OF A 6-FOOT PIPE CULVERT NUMBER 21.9, 21 FEET NORTHWEST OF THE
 HN0661'CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET LOWER THEN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0206 ***********************************************************************
 JN0206  DESIGNATION -  S 166
 JN0206  PID         -  JN0206
 JN0206  STATE/COUNTY-  UT/GARFIELD
 JN0206  COUNTRY     -  US
 JN0206  USGS QUAD   -  BIG LAKE (2017)
 JN0206
 JN0206                         *CURRENT SURVEY CONTROL
 JN0206  ______________________________________________________________________
 JN0206* NAD 83(1986) POSITION- 38 02 58.     (N) 111 40 48.     (W)   SCALED
 JN0206* NAVD 88 ORTHO HEIGHT -  3056.639 (meters)    10028.32  (feet) ADJUSTED
 JN0206  ______________________________________________________________________
 JN0206  GEOID HEIGHT    -        -18.066 (meters)                     GEOID18
 JN0206  DYNAMIC HEIGHT  -       3052.506 (meters)    10014.76  (feet) COMP
 JN0206  MODELED GRAVITY -    979,164.4   (mgal)                       NAVD 88
 JN0206
 JN0206  VERT ORDER      -  SECOND    CLASS 0
 JN0206
 JN0206.The horizontal coordinates were scaled from a map and have
 JN0206.an estimated accuracy of +/- 6 seconds.
 JN0206
 JN0206.The orthometric height was determined by differential leveling and
 JN0206.adjusted by the NATIONAL GEODETIC SURVEY
 JN0206.in June 1991.
 JN0206
 JN0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0206.GEOID18 height accuracy estimate available here.
 JN0206
 JN0206.Click photographs - Photos may exist for this station.
 JN0206
 JN0206.The dynamic height is computed by dividing the NAVD 88
 JN0206.geopotential number by the normal gravity value computed on the
 JN0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0206.degrees latitude (g = 980.6199 gals.).
 JN0206
 JN0206.The modeled gravity was interpolated from observed gravity values.
 JN0206
 JN0206;                    North         East    Units  Estimated Accuracy
 JN0206;SPC UT S     - 3,153,480.      484,200.      MT  (+/- 180 meters Scaled)
 JN0206
 JN0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH403115(NAD 83)
 JN0206
 JN0206                          SUPERSEDED SURVEY CONTROL
 JN0206
 JN0206  NGVD 29 (??/??/92) 3055.054  (m)        10023.12   (f) ADJ UNCH    2 0
 JN0206
 JN0206.Superseded values are not recommended for survey control.
 JN0206
 JN0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0206.See file dsdata.pdf to determine how the superseded data were derived.
 JN0206
 JN0206_MARKER: DB = BENCH MARK DISK
 JN0206_SETTING: 80 = SET IN A BOULDER
 JN0206_STAMPING: S 166 1963
 JN0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0206+STABILITY: SURFACE MOTION
 JN0206
 JN0206  HISTORY     - Date     Condition        Report By
 JN0206  HISTORY     - 1963     MONUMENTED       CGS
 JN0206
 JN0206                          STATION DESCRIPTION
 JN0206
 JN0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0206'25.3 MI N FROM ESCALANTE.
 JN0206'25.3 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 JN0206'ESCALANTE, 0.4 MILE SOUTH OF THE JUNCTION OF A DIRT ROAD EAST TO JACOB
 JN0206'VALLEY AND SPECTACLE LAKE, 0.3 MILE NORTH OF A ROUNDY REDERVOIR SIGN,
 JN0206'AT THE EAST EDGE OF A SMALL CLEARING, IN THE TOP OF A 5- BY 8-FOOT
 JN0206'BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND, 87 FEET EAST OF
 JN0206'THE CENTER LINE OF THE ROAD, 6.0 FEET EAST OF A WITNESS POST, AND
 JN0206'ABOUT 2 1/2 FEET LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0227 ***********************************************************************
 JN0227  DESIGNATION -  S 167
 JN0227  PID         -  JN0227
 JN0227  STATE/COUNTY-  UT/WAYNE
 JN0227  COUNTRY     -  US
 JN0227  USGS QUAD   -  BICKNELL (2017)
 JN0227
 JN0227                         *CURRENT SURVEY CONTROL
 JN0227  ______________________________________________________________________
 JN0227* NAD 83(1986) POSITION- 38 17 03.84   (N) 111 36 59.66   (W)   HD_HELD1
 JN0227* NAVD 88 ORTHO HEIGHT -  2316.087 (meters)     7598.70  (feet) ADJUSTED
 JN0227  ______________________________________________________________________
 JN0227  GEOID HEIGHT    -        -17.828 (meters)                     GEOID18
 JN0227  DYNAMIC HEIGHT  -       2313.289 (meters)     7589.52  (feet) COMP
 JN0227  MODELED GRAVITY -    979,337.0   (mgal)                       NAVD 88
 JN0227
 JN0227  VERT ORDER      -  SECOND    CLASS 0
 JN0227
 JN0227.The horizontal coordinates were determined by differentially corrected
 JN0227.hand held GPS observations or other comparable positioning techniques
 JN0227.and have an estimated accuracy of +/- 3 meters.
 JN0227
 JN0227.The orthometric height was determined by differential leveling and
 JN0227.adjusted by the NATIONAL GEODETIC SURVEY
 JN0227.in June 1991.
 JN0227
 JN0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0227.GEOID18 height accuracy estimate available here.
 JN0227
 JN0227.Click photographs - Photos may exist for this station.
 JN0227
 JN0227.The dynamic height is computed by dividing the NAVD 88
 JN0227.geopotential number by the normal gravity value computed on the
 JN0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0227.degrees latitude (g = 980.6199 gals.).
 JN0227
 JN0227.The modeled gravity was interpolated from observed gravity values.
 JN0227
 JN0227;                    North         East    Units  Estimated Accuracy
 JN0227;SPC UT S     - 3,179,552.8     489,801.0     MT  (+/- 3 meters HH1 GPS) 
 JN0227
 JN0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH4607637550(NAD 83)
 JN0227
 JN0227                          SUPERSEDED SURVEY CONTROL
 JN0227
 JN0227  NGVD 29 (??/??/92) 2314.721  (m)         7594.21   (f) ADJ UNCH    2 0
 JN0227
 JN0227.Superseded values are not recommended for survey control.
 JN0227
 JN0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0227.See file dsdata.pdf to determine how the superseded data were derived.
 JN0227
 JN0227_MARKER: DB = BENCH MARK DISK
 JN0227_SETTING: 80 = SET IN A BOULDER
 JN0227_STAMPING: S 167 1963
 JN0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0227+STABILITY: SURFACE MOTION
 JN0227
 JN0227  HISTORY     - Date     Condition        Report By
 JN0227  HISTORY     - 1963     MONUMENTED       CGS
 JN0227  HISTORY     - 1979     GOOD             USGS
 JN0227
 JN0227                          STATION DESCRIPTION
 JN0227
 JN0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0227'9.25 MI S FROM LOA.
 JN0227'9.25 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0227'24 AT LOA, ON THE SOUTHWEST SLOPE OF A HIGH ROCKY HILL, IN THE TOP OF
 JN0227'A 4- BY 6-FOOT BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND,
 JN0227'84 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.7 FEET NORTHEAST
 JN0227'OF A WITNESS POST, AND ABOUT 7 FEET HIGHER THAN THE ROAD.
 JN0227
 JN0227                          STATION RECOVERY (1979)
 JN0227
 JN0227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JN0227'9.1 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0227'24 AT LOA, ON THE SOUTHWEST SLOPE OF A ROCKY HILL, IN THE TOP OF A 4
 JN0227'BY 6 FOOT BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND, 89
 JN0227'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, ABOUT 11.5 FEET HIGHER
 JN0227'THAN ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0362 ***********************************************************************
 HN0362  DESIGNATION -  S 168
 HN0362  PID         -  HN0362
 HN0362  STATE/COUNTY-  UT/KANE
 HN0362  COUNTRY     -  US
 HN0362  USGS QUAD   -  SUNSET FLAT (2017)
 HN0362
 HN0362                         *CURRENT SURVEY CONTROL
 HN0362  ______________________________________________________________________
 HN0362* NAD 83(1986) POSITION- 37 32 01.     (N) 111 20 42.     (W)   SCALED
 HN0362* NAVD 88 ORTHO HEIGHT -  1589.817 (meters)     5215.92  (feet) ADJUSTED
 HN0362  ______________________________________________________________________
 HN0362  GEOID HEIGHT    -        -21.516 (meters)                     GEOID18
 HN0362  DYNAMIC HEIGHT  -       1588.008 (meters)     5209.99  (feet) COMP
 HN0362  MODELED GRAVITY -    979,437.0   (mgal)                       NAVD 88
 HN0362
 HN0362  VERT ORDER      -  SECOND    CLASS 0
 HN0362
 HN0362.The horizontal coordinates were scaled from a map and have
 HN0362.an estimated accuracy of +/- 6 seconds.
 HN0362
 HN0362.The orthometric height was determined by differential leveling and
 HN0362.adjusted by the NATIONAL GEODETIC SURVEY
 HN0362.in June 1991.
 HN0362
 HN0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0362.GEOID18 height accuracy estimate available here.
 HN0362
 HN0362.Click photographs - Photos may exist for this station.
 HN0362
 HN0362.The dynamic height is computed by dividing the NAVD 88
 HN0362.geopotential number by the normal gravity value computed on the
 HN0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0362.degrees latitude (g = 980.6199 gals.).
 HN0362
 HN0362.The modeled gravity was interpolated from observed gravity values.
 HN0362
 HN0362;                    North         East    Units  Estimated Accuracy
 HN0362;SPC UT S     - 3,096,230.      513,700.      MT  (+/- 180 meters Scaled)
 HN0362
 HN0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG695541(NAD 83)
 HN0362
 HN0362                          SUPERSEDED SURVEY CONTROL
 HN0362
 HN0362  NGVD 29 (??/??/92) 1588.725  (m)         5212.34   (f) ADJ UNCH    2 0
 HN0362
 HN0362.Superseded values are not recommended for survey control.
 HN0362
 HN0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0362.See file dsdata.pdf to determine how the superseded data were derived.
 HN0362
 HN0362_MARKER: DB = BENCH MARK DISK
 HN0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0362_STAMPING: S 168 1963
 HN0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0362+STABILITY: SURFACE MOTION
 HN0362
 HN0362  HISTORY     - Date     Condition        Report By
 HN0362  HISTORY     - 1963     MONUMENTED       CGS
 HN0362
 HN0362                          STATION DESCRIPTION
 HN0362
 HN0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0362'22.15 MI SE FROM ESCALANTE.
 HN0362'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0362'AT ESCALANTE, THENCE 17.15 MILES SOUTHEAST ALONG A DIRT ROAD, 0.2 MILE
 HN0362'SOUTHEAST OF THE JUNCTION OF A TRACK ROAD NORTHEAST TO ALLEN DUMP AND
 HN0362'EGYPT AND 25 MILE CORRAL, 45 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HN0362'ROAD, 162 FEET SOUTHWEST AND ACROSS THE ROAD FROM A LONE TREE, 20 FEET
 HN0362'NORTHEAST OF THE CENTER LINE OF A TRACK ROAD, 2.5 FEET NORTHEAST OF A
 HN0362'WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 HN0362'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0184 ***********************************************************************
 JN0184  DESIGNATION -  S 169
 JN0184  PID         -  JN0184
 JN0184  STATE/COUNTY-  UT/WAYNE
 JN0184  COUNTRY     -  US
 JN0184  USGS QUAD   -  LOA (2017)
 JN0184
 JN0184                         *CURRENT SURVEY CONTROL
 JN0184  ______________________________________________________________________
 JN0184* NAD 83(1986) POSITION- 38 25 10.     (N) 111 39 33.     (W)   SCALED
 JN0184* NAVD 88 ORTHO HEIGHT -  2205.209 (meters)     7234.92  (feet) ADJUSTED
 JN0184  ______________________________________________________________________
 JN0184  GEOID HEIGHT    -        -17.677 (meters)                     GEOID18
 JN0184  DYNAMIC HEIGHT  -       2202.629 (meters)     7226.46  (feet) COMP
 JN0184  MODELED GRAVITY -    979,378.8   (mgal)                       NAVD 88
 JN0184
 JN0184  VERT ORDER      -  SECOND    CLASS 0
 JN0184
 JN0184.The horizontal coordinates were scaled from a map and have
 JN0184.an estimated accuracy of +/- 6 seconds.
 JN0184
 JN0184.The orthometric height was determined by differential leveling and
 JN0184.adjusted by the NATIONAL GEODETIC SURVEY
 JN0184.in June 1991.
 JN0184
 JN0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0184.GEOID18 height accuracy estimate available here.
 JN0184
 JN0184.Click photographs - Photos may exist for this station.
 JN0184
 JN0184.The dynamic height is computed by dividing the NAVD 88
 JN0184.geopotential number by the normal gravity value computed on the
 JN0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0184.degrees latitude (g = 980.6199 gals.).
 JN0184
 JN0184.The modeled gravity was interpolated from observed gravity values.
 JN0184
 JN0184;                    North         East    Units  Estimated Accuracy
 JN0184;SPC UT S     - 3,194,550.      486,100.      MT  (+/- 180 meters Scaled)
 JN0184
 JN0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH424525(NAD 83)
 JN0184
 JN0184                          SUPERSEDED SURVEY CONTROL
 JN0184
 JN0184  NGVD 29 (??/??/92) 2203.878  (m)         7230.56   (f) ADJ UNCH    2 0
 JN0184
 JN0184.Superseded values are not recommended for survey control.
 JN0184
 JN0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0184.See file dsdata.pdf to determine how the superseded data were derived.
 JN0184
 JN0184_MARKER: DB = BENCH MARK DISK
 JN0184_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JN0184_STAMPING: S 169 1963
 JN0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0184
 JN0184  HISTORY     - Date     Condition        Report By
 JN0184  HISTORY     - 1963     MONUMENTED       CGS
 JN0184  HISTORY     - 1971     POOR             USGS
 JN0184
 JN0184                          STATION DESCRIPTION
 JN0184
 JN0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0184'1.7 MI NW FROM LOA.
 JN0184'1.7 MILES NORTHWEST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE AT
 JN0184'LOA, 1.2 MILE NORTHWEST OF MAGNETIC STATION (USGS), 37 1/2 FEET
 JN0184'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 144 FEET WEST OF
 JN0184'THE JUNCTION OF A GRAVELED ROAD LEADING NORTHWEST, 13.3 FEET
 JN0184'NORTH-NORTHEAST OF THE NORTH-NORTHEAST LEG OF A CAPITOL REEF LODGE
 JN0184'SIGN, 3.4 FEET NORTHWEST OF A WOODEN POST, ABOUT LEVEL WITH THE
 JN0184'HIGHWAY, AND BRAZED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 JN0184'0.8 FOOT ABOVE THE GROUND.  NOTE-- THE IRON PIPE WITH THE DISK
 JN0184'ATTACHED IS NOW LEANING TOWARD THE SOUTHWEST AT AN ANGLE OF ABOUT 30
 JN0184'DEGREES.
 JN0184
 JN0184                          STATION RECOVERY (1971)
 JN0184
 JN0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JN0184'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0467 ***********************************************************************
 LO0467  DESIGNATION -  S 17
 LO0467  PID         -  LO0467
 LO0467  STATE/COUNTY-  UT/UTAH
 LO0467  COUNTRY     -  US
 LO0467  USGS QUAD   -  PROVO (2017)
 LO0467
 LO0467                         *CURRENT SURVEY CONTROL
 LO0467  ______________________________________________________________________
 LO0467* NAD 83(1986) POSITION- 40 14 03.     (N) 111 40 56.     (W)   SCALED
 LO0467* NAVD 88 ORTHO HEIGHT -  1381.793 (meters)     4533.43  (feet) ADJUSTED
 LO0467  ______________________________________________________________________
 LO0467  GEOID HEIGHT    -        -17.214 (meters)                     GEOID18
 LO0467  DYNAMIC HEIGHT  -       1380.572 (meters)     4529.43  (feet) COMP
 LO0467  MODELED GRAVITY -    979,695.2   (mgal)                       NAVD 88
 LO0467
 LO0467  VERT ORDER      -  FIRST     CLASS II
 LO0467
 LO0467.The horizontal coordinates were scaled from a map and have
 LO0467.an estimated accuracy of +/- 6 seconds.
 LO0467
 LO0467.The orthometric height was determined by differential leveling and
 LO0467.adjusted by the NATIONAL GEODETIC SURVEY
 LO0467.in June 1991.
 LO0467
 LO0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0467.GEOID18 height accuracy estimate available here.
 LO0467
 LO0467.Click photographs - Photos may exist for this station.
 LO0467
 LO0467.The dynamic height is computed by dividing the NAVD 88
 LO0467.geopotential number by the normal gravity value computed on the
 LO0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0467.degrees latitude (g = 980.6199 gals.).
 LO0467
 LO0467.The modeled gravity was interpolated from observed gravity values.
 LO0467
 LO0467;                    North         East    Units  Estimated Accuracy
 LO0467;SPC UT C     - 2,211,050.      484,490.      MT  (+/- 180 meters Scaled)
 LO0467
 LO0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK419539(NAD 83)
 LO0467
 LO0467                          SUPERSEDED SURVEY CONTROL
 LO0467
 LO0467  NGVD 29 (??/??/92) 1380.772  (m)         4530.08   (f) ADJ UNCH    1 2
 LO0467
 LO0467.Superseded values are not recommended for survey control.
 LO0467
 LO0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0467.See file dsdata.pdf to determine how the superseded data were derived.
 LO0467
 LO0467_MARKER: DB = BENCH MARK DISK
 LO0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0467_STAMPING: 4530.083 S 17 1927
 LO0467_MARK LOGO: CGS
 LO0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0467+STABILITY: SURFACE MOTION
 LO0467
 LO0467  HISTORY     - Date     Condition        Report By
 LO0467  HISTORY     - 1927     MONUMENTED       CGS
 LO0467  HISTORY     - 1949     MARK NOT FOUND   CGS
 LO0467
 LO0467                          STATION DESCRIPTION
 LO0467
 LO0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LO0467'1.2 MI NW FROM PROVO.
 LO0467'ABOUT 1-1/4 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 LO0467'RAILROAD FROM THE STATION AT PROVO, UTAH COUNTY, NORTH OF THE HIGHWAY
 LO0467'LEADING WEST FROM PROVO, BETWEEN THE TRACKS OF THE DENVER AND RIO
 LO0467'GRANDE WESTERN RAILROAD AND THE UNION PACIFIC RAILROAD, 55 FEET
 LO0467'SOUTHWEST OF THE CENTERLINE OF THE D. AND R.G.W.R.R. TRACK, AND 10
 LO0467'FEET EAST OF A GATE.  A STANDARD DISK, STAMPED 4530.083 S 17 1927 AND
 LO0467'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0025 ***********************************************************************
 MS0025  DESIGNATION -  S 170
 MS0025  PID         -  MS0025
 MS0025  STATE/COUNTY-  UT/BOX ELDER
 MS0025  COUNTRY     -  US
 MS0025  USGS QUAD   -  HONEYVILLE (2017)
 MS0025
 MS0025                         *CURRENT SURVEY CONTROL
 MS0025  ______________________________________________________________________
 MS0025* NAD 83(1986) POSITION- 41 42 09.     (N) 112 05 45.     (W)   SCALED
 MS0025* NAVD 88 ORTHO HEIGHT -  1317.050 (meters)     4321.02  (feet) ADJUSTED
 MS0025  ______________________________________________________________________
 MS0025  GEOID HEIGHT    -        -15.673 (meters)                     GEOID18
 MS0025  DYNAMIC HEIGHT  -       1316.138 (meters)     4318.03  (feet) COMP
 MS0025  MODELED GRAVITY -    979,884.9   (mgal)                       NAVD 88
 MS0025  OBS GRAVITY     -    979,881.6   (mgal)                       GRAV_OBS
 MS0025
 MS0025  VERT ORDER      -  FIRST     CLASS I
 MS0025
 MS0025.The horizontal coordinates were scaled from a map and have
 MS0025.an estimated accuracy of +/- 6 seconds.
 MS0025
 MS0025.The orthometric height was determined by differential leveling and
 MS0025.adjusted by the NATIONAL GEODETIC SURVEY
 MS0025.in June 1991.
 MS0025
 MS0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0025.GEOID18 height accuracy estimate available here.
 MS0025
 MS0025.Click photographs - Photos may exist for this station.
 MS0025
 MS0025.The dynamic height is computed by dividing the NAVD 88
 MS0025.geopotential number by the normal gravity value computed on the
 MS0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0025.degrees latitude (g = 980.6199 gals.).
 MS0025
 MS0025.The modeled gravity was interpolated from observed gravity values.
 MS0025
 MS0025.The observed gravity was obtained from relative gravimeter ties
 MS0025.to the IGSN71 gravity network.
 MS0025
 MS0025;                    North         East    Units  Estimated Accuracy
 MS0025;SPC UT N     - 1,152,220.      450,410.      MT  (+/- 180 meters Scaled)
 MS0025
 MS0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM088173(NAD 83)
 MS0025
 MS0025                          SUPERSEDED SURVEY CONTROL
 MS0025
 MS0025  NGVD 29 (??/??/92) 1316.051  (m)         4317.74   (f) ADJ UNCH    1 1
 MS0025
 MS0025.Superseded values are not recommended for survey control.
 MS0025
 MS0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0025.See file dsdata.pdf to determine how the superseded data were derived.
 MS0025
 MS0025_MARKER: DB = BENCH MARK DISK
 MS0025_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0025_SP_SET: WALL
 MS0025_STAMPING: S 170 1967
 MS0025_MARK LOGO: CGS
 MS0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0025+STABILITY: SURFACE MOTION
 MS0025
 MS0025  HISTORY     - Date     Condition        Report By
 MS0025  HISTORY     - 1967     MONUMENTED       CGS
 MS0025
 MS0025                          STATION DESCRIPTION
 MS0025
 MS0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0025'4.8 MI N FROM HONEYVILLE.
 MS0025'4.8 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 MS0025'A COUNTY ROAD AT HONEYVILLE, 1 POLE NORTH AND ACROSS THE TRACK FROM
 MS0025'MILEPOLE 35, 4 POLES NORTH OF THE CROSSING OF A PRIVATE ROAD, AT A
 MS0025'CONCRETE LINED DITCH ACROSS A CANAL, IN THE TOP OF THE SOUTH END OF
 MS0025'THE EAST CONCRETE WALL OF THE DITCH, 48.6 FEET WEST OF THE WEST RAIL,
 MS0025'31 1/2 FEET WEST OF THE CENTER OF THE WEST END OF CULVERT 35.04, 2 1/2
 MS0025'FEET SOUTH OF THE CENTER OF THE DITCH, 57 FEET NORTHWEST OF A SWITCH
 MS0025'STAND, 17.0 FEET WEST OF A FENCE, AND ABOUT LEVEL WITH THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0171 ***********************************************************************
 MS0171  DESIGNATION -  S 171
 MS0171  PID         -  MS0171
 MS0171  STATE/COUNTY-  UT/BOX ELDER
 MS0171  COUNTRY     -  US
 MS0171  USGS QUAD   -  WILLARD (2017)
 MS0171
 MS0171                         *CURRENT SURVEY CONTROL
 MS0171  ______________________________________________________________________
 MS0171* NAD 83(1986) POSITION- 41 26 02.     (N) 112 02 07.     (W)   SCALED
 MS0171* NAVD 88 ORTHO HEIGHT -  1317.463 (meters)     4322.38  (feet) ADJUSTED
 MS0171  ______________________________________________________________________
 MS0171  GEOID HEIGHT    -        -16.198 (meters)                     GEOID18
 MS0171  DYNAMIC HEIGHT  -       1316.507 (meters)     4319.24  (feet) COMP
 MS0171  MODELED GRAVITY -    979,852.8   (mgal)                       NAVD 88
 MS0171
 MS0171  VERT ORDER      -  FIRST     CLASS I
 MS0171
 MS0171.The horizontal coordinates were scaled from a map and have
 MS0171.an estimated accuracy of +/- 6 seconds.
 MS0171
 MS0171.The orthometric height was determined by differential leveling and
 MS0171.adjusted by the NATIONAL GEODETIC SURVEY
 MS0171.in June 1991.
 MS0171
 MS0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0171.GEOID18 height accuracy estimate available here.
 MS0171
 MS0171.Click photographs - Photos may exist for this station.
 MS0171
 MS0171.The dynamic height is computed by dividing the NAVD 88
 MS0171.geopotential number by the normal gravity value computed on the
 MS0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0171.degrees latitude (g = 980.6199 gals.).
 MS0171
 MS0171.The modeled gravity was interpolated from observed gravity values.
 MS0171
 MS0171;                    North         East    Units  Estimated Accuracy
 MS0171;SPC UT N     - 1,122,360.      455,260.      MT  (+/- 180 meters Scaled)
 MS0171
 MS0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL135874(NAD 83)
 MS0171
 MS0171                          SUPERSEDED SURVEY CONTROL
 MS0171
 MS0171  NGVD 29 (??/??/92) 1316.468  (m)         4319.11   (f) ADJ UNCH    1 1
 MS0171
 MS0171.Superseded values are not recommended for survey control.
 MS0171
 MS0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0171.See file dsdata.pdf to determine how the superseded data were derived.
 MS0171
 MS0171_MARKER: DB = BENCH MARK DISK
 MS0171_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0171_SP_SET: IRRIGATION STRUCTURE
 MS0171_STAMPING: S 171 1967
 MS0171_MARK LOGO: CGS
 MS0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0171+STABILITY: SURFACE MOTION
 MS0171
 MS0171  HISTORY     - Date     Condition        Report By
 MS0171  HISTORY     - 1967     MONUMENTED       CGS
 MS0171
 MS0171                          STATION DESCRIPTION
 MS0171
 MS0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0171'1.85 MI N FROM WILLARD.
 MS0171'1.85 MILES NORTH ALONG U.S. HIGHWAYS 89, 91 AND 30S FROM THE POST
 MS0171'OFFICE AT WILLARD, 0.1 MILE SOUTH OF THE JUNCTION OF AN ASPHALT ROAD
 MS0171'LEADING NORTHWEST, 150 FEET NORTH OF A FRUIT STAND, 52 1/2 FEET EAST
 MS0171'OF THE CENTER LINE OF THE EAST HIGHWAY LANES, IN THE TOP OF THE
 MS0171'NORTHWEST CORNER OF A 3 1/2 BY 6 FOOT IRRIGATION STRUCTURE UNDER THE
 MS0171'HIGHWAY WITH A STEEL GRATE, 60 FEET NORTH OF A POWER LINE POLE WITH
 MS0171'TRANSFORMER G 19230, 13 1/2 FEET NORTH OF THE CENTER LINE OF A TRACK
 MS0171'ROAD, 11 1/2 FEET NORTHEAST OF THE NORTH END OF A GATE, 8.5 FEET EAST
 MS0171'OF A FENCE, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0552 ***********************************************************************
 LO0552  DESIGNATION -  S 172
 LO0552  PID         -  LO0552
 LO0552  STATE/COUNTY-  UT/SALT LAKE
 LO0552  COUNTRY     -  US
 LO0552  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0552
 LO0552                         *CURRENT SURVEY CONTROL
 LO0552  ______________________________________________________________________
 LO0552* NAD 83(1986) POSITION- 40 47 00.51   (N) 111 53 35.31   (W)   HD_HELD1
 LO0552* NAVD 88 ORTHO HEIGHT -  1352.442 (meters)     4437.14  (feet) ADJUSTED
 LO0552  ______________________________________________________________________
 LO0552  GEOID HEIGHT    -        -16.750 (meters)                     GEOID18
 LO0552  DYNAMIC HEIGHT  -       1351.383 (meters)     4433.66  (feet) COMP
 LO0552  MODELED GRAVITY -    979,794.5   (mgal)                       NAVD 88
 LO0552
 LO0552  VERT ORDER      -  FIRST     CLASS I
 LO0552
 LO0552.The horizontal coordinates were determined by differentially corrected
 LO0552.hand held GPS observations or other comparable positioning techniques
 LO0552.and have an estimated accuracy of +/- 3 meters.
 LO0552
 LO0552.The orthometric height was determined by differential leveling and
 LO0552.adjusted by the NATIONAL GEODETIC SURVEY
 LO0552.in June 1991.
 LO0552
 LO0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0552.GEOID18 height accuracy estimate available here.
 LO0552
 LO0552.Click photographs - Photos may exist for this station.
 LO0552
 LO0552.The dynamic height is computed by dividing the NAVD 88
 LO0552.geopotential number by the normal gravity value computed on the
 LO0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0552.degrees latitude (g = 980.6199 gals.).
 LO0552
 LO0552.The modeled gravity was interpolated from observed gravity values.
 LO0552
 LO0552;                    North         East    Units  Estimated Accuracy
 LO0552;SPC UT C     - 2,272,099.0     466,813.9     MT  (+/- 3 meters HH1 GPS) 
 LO0552
 LO0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2463915104(NAD 83)
 LO0552
 LO0552                          SUPERSEDED SURVEY CONTROL
 LO0552
 LO0552  NGVD 29 (??/??/92) 1351.501  (m)         4434.05   (f) ADJ UNCH    1 1
 LO0552
 LO0552.Superseded values are not recommended for survey control.
 LO0552
 LO0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0552.See file dsdata.pdf to determine how the superseded data were derived.
 LO0552
 LO0552_MARKER: DB = BENCH MARK DISK
 LO0552_SETTING: 66 = SET IN ROCK OUTCROP
 LO0552_STAMPING: S 172 1967
 LO0552_MARK LOGO: CGS
 LO0552_MAGNETIC: N = NO MAGNETIC MATERIAL
 LO0552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0552+STABILITY: POSITION/ELEVATION WELL
 LO0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0552+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1997
 LO0552
 LO0552  HISTORY     - Date     Condition        Report By
 LO0552  HISTORY     - 1967     MONUMENTED       CGS
 LO0552  HISTORY     - 1970     GOOD             NGS
 LO0552  HISTORY     - 19950731 GOOD             NGS
 LO0552  HISTORY     - 19970913 GOOD             NGS
 LO0552  HISTORY     - 19970916 GOOD             NGS
 LO0552
 LO0552                          STATION DESCRIPTION
 LO0552
 LO0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0552'0.25 MI N FROM SALT LAKE CITY.
 LO0552'0.25 MILE NORTH ALONG STATE HIGHWAY 184 FROM THE JUNCTION OF 4TH NORTH
 LO0552'STREET AT SALT LAKE CITY, AT THE NORTHWEST POINT OF A CONGLOMERATED
 LO0552'OUTCROP, IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS ABOUT 20 FEET
 LO0552'ABOVE THE GROUND ON THE NORTHEAST SIDE, 158 FEET SOUTHWEST OF THE
 LO0552'CENTER LINE OF THE HIGHWAY, 180.4 FEET NORTHWEST OF THE NORTHWEST
 LO0552'CORNER OF RESIDENCE NO. 637 VICTORY ROAD, 108.7 FEET NORTHWEST OF
 LO0552'BENCH MARK R 172, AND ABOUT 13 FEET LOWER THAN THE HIGHWAY.
 LO0552
 LO0552                          STATION RECOVERY (1970)
 LO0552
 LO0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LO0552'RECOVERED IN GOOD CONDITION.
 LO0552
 LO0552                          STATION RECOVERY (1995)
 LO0552
 LO0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 LO0552'RECOVERED AS DESCRIBED.
 LO0552
 LO0552                          STATION RECOVERY (1997)
 LO0552
 LO0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 LO0552'IN SALT LAKE CITY, IN A 5 BY 10-FOOT AREA OF OUTCROPPING BEDROCK, 55.6
 LO0552'M (182.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE AT 637
 LO0552'VICTORY ROAD, 47.1 M (154.5 FT) SOUTHWEST OF THE ROAD CENTERLINE, 45.6
 LO0552'M (149.6 FT) WEST OF A FIRE HYDRANT, 33.5 M (109.9 FT) NORTHWEST OF
 LO0552'BENCH MARK R 172, 2.0 M (6.6 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 LO0552'OUTCROP, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND FLUSH WITH
 LO0552'THE GROUND SURFACE.
 LO0552
 LO0552                          STATION RECOVERY (1997)
 LO0552
 LO0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 LO0552'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0242 ***********************************************************************
 LP0242  DESIGNATION -  S 173
 LP0242  PID         -  LP0242
 LP0242  STATE/COUNTY-  UT/TOOELE
 LP0242  COUNTRY     -  US
 LP0242  USGS QUAD   -  MILLS JUNCTION (2017)
 LP0242
 LP0242                         *CURRENT SURVEY CONTROL
 LP0242  ______________________________________________________________________
 LP0242* NAD 83(1986) POSITION- 40 38 07.     (N) 112 16 32.     (W)   SCALED
 LP0242* NAVD 88 ORTHO HEIGHT -  1371.828 (meters)     4500.74  (feet) ADJUSTED
 LP0242  ______________________________________________________________________
 LP0242  GEOID HEIGHT    -        -17.335 (meters)                     GEOID18
 LP0242  DYNAMIC HEIGHT  -       1370.744 (meters)     4497.18  (feet) COMP
 LP0242  MODELED GRAVITY -    979,786.7   (mgal)                       NAVD 88
 LP0242
 LP0242  VERT ORDER      -  FIRST     CLASS I
 LP0242
 LP0242.The horizontal coordinates were scaled from a map and have
 LP0242.an estimated accuracy of +/- 6 seconds.
 LP0242
 LP0242.The orthometric height was determined by differential leveling and
 LP0242.adjusted by the NATIONAL GEODETIC SURVEY
 LP0242.in June 1991.
 LP0242
 LP0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0242.GEOID18 height accuracy estimate available here.
 LP0242
 LP0242.Click photographs - Photos may exist for this station.
 LP0242
 LP0242.The dynamic height is computed by dividing the NAVD 88
 LP0242.geopotential number by the normal gravity value computed on the
 LP0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0242.degrees latitude (g = 980.6199 gals.).
 LP0242
 LP0242.The modeled gravity was interpolated from observed gravity values.
 LP0242
 LP0242;                    North         East    Units  Estimated Accuracy
 LP0242;SPC UT C     - 2,255,850.      434,390.      MT  (+/- 180 meters Scaled)
 LP0242
 LP0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK921990(NAD 83)
 LP0242
 LP0242                          SUPERSEDED SURVEY CONTROL
 LP0242
 LP0242  NGVD 29 (??/??/92) 1370.78   (m)         4497.3    (f) COMPUTED    1 1
 LP0242
 LP0242.Superseded values are not recommended for survey control.
 LP0242
 LP0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0242.See file dsdata.pdf to determine how the superseded data were derived.
 LP0242
 LP0242_MARKER: DB = BENCH MARK DISK
 LP0242_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0242_SP_SET: CULVERT HEADWALL
 LP0242_STAMPING: S 173 1970
 LP0242_MARK LOGO: CGS
 LP0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0242+STABILITY: SURFACE MOTION
 LP0242
 LP0242  HISTORY     - Date     Condition        Report By
 LP0242  HISTORY     - 1970     MONUMENTED       NGS
 LP0242
 LP0242                          STATION DESCRIPTION
 LP0242
 LP0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0242'9.2 MI NE FROM WARNER.
 LP0242'9.2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LP0242'AT WARNER, AT THE CROSSING OF A GRAVEL ROAD, 22.6 FEET NORTHEAST OF
 LP0242'THE NORTHEAST RAIL, 99 FEET SOUTH OF THE CENTER LINE OF THE ROAD, IN
 LP0242'THE TOP AND 1.3 FEET SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST
 LP0242'HEAD WALL OF CULVERT 757.44 AND ABOUT 11 FEET LOWER THAN THE TRACK.
 LP0242'SECTION 23, T 4W, R 2S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0218 ***********************************************************************
 LP0218  DESIGNATION -  S 174
 LP0218  PID         -  LP0218
 LP0218  STATE/COUNTY-  UT/SALT LAKE
 LP0218  COUNTRY     -  US
 LP0218  USGS QUAD   -  MAGNA (2017)
 LP0218
 LP0218                         *CURRENT SURVEY CONTROL
 LP0218  ______________________________________________________________________
 LP0218* NAD 83(1986) POSITION- 40 44 54.     (N) 112 01 30.     (W)   SCALED
 LP0218* NAVD 88 ORTHO HEIGHT -  1291.370 (meters)     4236.77  (feet) ADJUSTED
 LP0218  ______________________________________________________________________
 LP0218  GEOID HEIGHT    -        -17.146 (meters)                     GEOID18
 LP0218  DYNAMIC HEIGHT  -       1290.372 (meters)     4233.50  (feet) COMP
 LP0218  MODELED GRAVITY -    979,807.6   (mgal)                       NAVD 88
 LP0218
 LP0218  VERT ORDER      -  FIRST     CLASS I
 LP0218
 LP0218.The horizontal coordinates were scaled from a map and have
 LP0218.an estimated accuracy of +/- 6 seconds.
 LP0218
 LP0218.The orthometric height was determined by differential leveling and
 LP0218.adjusted by the NATIONAL GEODETIC SURVEY
 LP0218.in June 1991.
 LP0218
 LP0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0218.GEOID18 height accuracy estimate available here.
 LP0218
 LP0218.Click photographs - Photos may exist for this station.
 LP0218
 LP0218.The dynamic height is computed by dividing the NAVD 88
 LP0218.geopotential number by the normal gravity value computed on the
 LP0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0218.degrees latitude (g = 980.6199 gals.).
 LP0218
 LP0218.The modeled gravity was interpolated from observed gravity values.
 LP0218
 LP0218;                    North         East    Units  Estimated Accuracy
 LP0218;SPC UT C     - 2,268,250.      455,660.      MT  (+/- 180 meters Scaled)
 LP0218
 LP0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL134113(NAD 83)
 LP0218
 LP0218                          SUPERSEDED SURVEY CONTROL
 LP0218
 LP0218  NGVD 29 (??/??/92) 1290.40   (m)         4233.6    (f) COMPUTED    1 1
 LP0218
 LP0218.Superseded values are not recommended for survey control.
 LP0218
 LP0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0218.See file dsdata.pdf to determine how the superseded data were derived.
 LP0218
 LP0218_MARKER: DB = BENCH MARK DISK
 LP0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LP0218_SP_SET: FOUNDATION
 LP0218_STAMPING: S 174 1970
 LP0218_MARK LOGO: CGS
 LP0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0218
 LP0218  HISTORY     - Date     Condition        Report By
 LP0218  HISTORY     - 1970     MONUMENTED       NGS
 LP0218
 LP0218                          STATION DESCRIPTION
 LP0218
 LP0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0218'6.65 MI NE FROM MAGNA.
 LP0218'0.5 MILE NORTH ALONG 9180 WEST STREET FROM WEBSTER SCHOOL IN MAGNA,
 LP0218'THENCE 4.55 MILES EAST ALONG U.S. HIGHWAYS 40 AND 50 ALTERNATE, THENCE
 LP0218'1.6 MILES NORTH ALONG 5600 WEST STREET, 4.65 MILES WEST OF SALT LAKE
 LP0218'CITY, 0.15 MILE SOUTH OF THE CROSSING OF THE UNION PACIFIC RAILROAD,
 LP0218'AT THE SOUTH ONE OF TWO STEEL TOWER POWER LINE CROSSINGS, 66 1/2 FEET
 LP0218'WEST OF THE CENTER LINE OF THE STREET, IN THE TOP OF THE SOUTHEAST
 LP0218'CORNER OF THE CONCRETE FOUNDATION OF SOUTH LEG OF TOWER 13, 0.4 FOOT
 LP0218'HIGHER THAN THE GROUND.  SECTION 11, T 2 W, R 1 S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0265 ***********************************************************************
 LP0265  DESIGNATION -  S 175
 LP0265  PID         -  LP0265
 LP0265  STATE/COUNTY-  UT/TOOELE
 LP0265  COUNTRY     -  US
 LP0265  USGS QUAD   -  SOUTH MOUNTAIN (2017)
 LP0265
 LP0265                         *CURRENT SURVEY CONTROL
 LP0265  ______________________________________________________________________
 LP0265* NAD 83(1986) POSITION- 40 23 07.     (N) 112 24 03.     (W)   SCALED
 LP0265* NAVD 88 ORTHO HEIGHT -  1529.307 (meters)     5017.40  (feet) ADJUSTED
 LP0265  ______________________________________________________________________
 LP0265  GEOID HEIGHT    -        -17.564 (meters)                     GEOID18
 LP0265  DYNAMIC HEIGHT  -       1527.978 (meters)     5013.04  (feet) COMP
 LP0265  MODELED GRAVITY -    979,703.0   (mgal)                       NAVD 88
 LP0265  OBS GRAVITY     -    979,705.2   (mgal)                       GRAV_OBS
 LP0265
 LP0265  VERT ORDER      -  FIRST     CLASS I
 LP0265
 LP0265.The horizontal coordinates were scaled from a map and have
 LP0265.an estimated accuracy of +/- 6 seconds.
 LP0265
 LP0265.The orthometric height was determined by differential leveling and
 LP0265.adjusted by the NATIONAL GEODETIC SURVEY
 LP0265.in June 1991.
 LP0265
 LP0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0265.GEOID18 height accuracy estimate available here.
 LP0265
 LP0265.Click photographs - Photos may exist for this station.
 LP0265
 LP0265.The dynamic height is computed by dividing the NAVD 88
 LP0265.geopotential number by the normal gravity value computed on the
 LP0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0265.degrees latitude (g = 980.6199 gals.).
 LP0265
 LP0265.The modeled gravity was interpolated from observed gravity values.
 LP0265
 LP0265.The observed gravity was obtained from relative gravimeter ties
 LP0265.to the IGSN71 gravity network.
 LP0265
 LP0265;                    North         East    Units  Estimated Accuracy
 LP0265;SPC UT C     - 2,228,190.      423,510.      MT  (+/- 180 meters Scaled)
 LP0265
 LP0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK810714(NAD 83)
 LP0265
 LP0265                          SUPERSEDED SURVEY CONTROL
 LP0265
 LP0265  NGVD 29 (??/??/92) 1528.15   (m)         5013.6    (f) COMPUTED    1 1
 LP0265
 LP0265.Superseded values are not recommended for survey control.
 LP0265
 LP0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0265.See file dsdata.pdf to determine how the superseded data were derived.
 LP0265
 LP0265_MARKER: DB = BENCH MARK DISK
 LP0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0265_STAMPING: S 175 1970
 LP0265_MARK LOGO: CGS
 LP0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0265+STABILITY: SURFACE MOTION
 LP0265
 LP0265  HISTORY     - Date     Condition        Report By
 LP0265  HISTORY     - 1970     MONUMENTED       NGS
 LP0265
 LP0265                          STATION DESCRIPTION
 LP0265
 LP0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0265'5.0 MI S FROM STOCKTON.
 LP0265'5.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM AN ASPHALT ROAD
 LP0265'CROSSING AT STOCKTON, 2 1/2 POLES NORTH OF MILE POST 737.50, AT A
 LP0265'GRAVEL ROAD CROSSING, 66.1 FEET EAST OF THE EAST RAIL, 86 FEET SOUTH
 LP0265'OF THE CENTER LINE OF THE ROAD, 41 1/2 FEET SOUTHWEST OF THE SOUTH END
 LP0265'OF A GATE, 32.1 FEET WEST OF A FENCE LINE, 1 1/2 FEET NORTH OF A
 LP0265'TELEPHONE POLE, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET
 LP0265'LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 LP0265'FOOT.  SECTION 15, T 5W, R 5S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0290 ***********************************************************************
 LP0290  DESIGNATION -  S 176
 LP0290  PID         -  LP0290
 LP0290  STATE/COUNTY-  UT/TOOELE
 LP0290  COUNTRY     -  US
 LP0290  USGS QUAD   -  LOFGREEN (2017)
 LP0290
 LP0290                         *CURRENT SURVEY CONTROL
 LP0290  ______________________________________________________________________
 LP0290* NAD 83(1986) POSITION- 40 04 15.     (N) 112 20 57.     (W)   SCALED
 LP0290* NAVD 88 ORTHO HEIGHT -  1716.152 (meters)     5630.41  (feet) ADJUSTED
 LP0290  ______________________________________________________________________
 LP0290  GEOID HEIGHT    -        -17.757 (meters)                     GEOID18
 LP0290  DYNAMIC HEIGHT  -       1714.588 (meters)     5625.28  (feet) COMP
 LP0290  MODELED GRAVITY -    979,653.3   (mgal)                       NAVD 88
 LP0290
 LP0290  VERT ORDER      -  FIRST     CLASS I
 LP0290
 LP0290.The horizontal coordinates were scaled from a map and have
 LP0290.an estimated accuracy of +/- 6 seconds.
 LP0290
 LP0290.The orthometric height was determined by differential leveling and
 LP0290.adjusted by the NATIONAL GEODETIC SURVEY
 LP0290.in June 1991.
 LP0290
 LP0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0290.GEOID18 height accuracy estimate available here.
 LP0290
 LP0290.Click photographs - Photos may exist for this station.
 LP0290
 LP0290.The dynamic height is computed by dividing the NAVD 88
 LP0290.geopotential number by the normal gravity value computed on the
 LP0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0290.degrees latitude (g = 980.6199 gals.).
 LP0290
 LP0290.The modeled gravity was interpolated from observed gravity values.
 LP0290
 LP0290;                    North         East    Units  Estimated Accuracy
 LP0290;SPC UT C     - 2,193,240.      427,570.      MT  (+/- 180 meters Scaled)
 LP0290
 LP0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK849364(NAD 83)
 LP0290
 LP0290                          SUPERSEDED SURVEY CONTROL
 LP0290
 LP0290  NGVD 29 (??/??/92) 1714.96   (m)         5626.5    (f) COMPUTED    1 1
 LP0290
 LP0290.Superseded values are not recommended for survey control.
 LP0290
 LP0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0290.See file dsdata.pdf to determine how the superseded data were derived.
 LP0290
 LP0290_MARKER: DB = BENCH MARK DISK
 LP0290_SETTING: 66 = SET IN ROCK OUTCROP
 LP0290_STAMPING: S 176 1970
 LP0290_MARK LOGO: CGS
 LP0290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0290+STABILITY: POSITION/ELEVATION WELL
 LP0290
 LP0290  HISTORY     - Date     Condition        Report By
 LP0290  HISTORY     - 1970     MONUMENTED       NGS
 LP0290
 LP0290                          STATION DESCRIPTION
 LP0290
 LP0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0290'4.45 MI N FROM LOFGREEN.
 LP0290'4.45 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LP0290'SIGN AT LOFGREEN, 69 FEET EAST AND ACROSS THE TRACK FROM THE THIRD
 LP0290'POLE SOUTH OF MILE POST 714.50, NEAR THE SOUTH END OF A CUT, 29.7 FEET
 LP0290'EAST OF THE EAST RAIL, 2.9 FEET SOUTHWEST OF A WITNESS POST, ABOUT 3
 LP0290'FEET HIGHER THAN THE TRACK AND IN THE TOP OF AN OUTCROP WHICH PROJECTS
 LP0290'3 FEET.  SECTION 1, T 5W, R 9S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0042 ***********************************************************************
 KO0042  DESIGNATION -  S 177
 KO0042  PID         -  KO0042
 KO0042  STATE/COUNTY-  UT/JUAB
 KO0042  COUNTRY     -  US
 KO0042  USGS QUAD   -  MCINTYRE (2017)
 KO0042
 KO0042                         *CURRENT SURVEY CONTROL
 KO0042  ______________________________________________________________________
 KO0042* NAD 83(1986) POSITION- 39 48 06.     (N) 112 11 13.     (W)   SCALED
 KO0042* NAVD 88 ORTHO HEIGHT -  1669.059 (meters)     5475.90  (feet) ADJUSTED
 KO0042  ______________________________________________________________________
 KO0042  GEOID HEIGHT    -        -18.023 (meters)                     GEOID18
 KO0042  DYNAMIC HEIGHT  -       1667.472 (meters)     5470.70  (feet) COMP
 KO0042  MODELED GRAVITY -    979,616.4   (mgal)                       NAVD 88
 KO0042  OBS GRAVITY     -    979,616.3   (mgal)                       GRAV_OBS
 KO0042
 KO0042  VERT ORDER      -  FIRST     CLASS I
 KO0042
 KO0042.The horizontal coordinates were scaled from a map and have
 KO0042.an estimated accuracy of +/- 6 seconds.
 KO0042
 KO0042.The orthometric height was determined by differential leveling and
 KO0042.adjusted by the NATIONAL GEODETIC SURVEY
 KO0042.in June 1991.
 KO0042
 KO0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0042.GEOID18 height accuracy estimate available here.
 KO0042
 KO0042.Click photographs - Photos may exist for this station.
 KO0042
 KO0042.The dynamic height is computed by dividing the NAVD 88
 KO0042.geopotential number by the normal gravity value computed on the
 KO0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0042.degrees latitude (g = 980.6199 gals.).
 KO0042
 KO0042.The modeled gravity was interpolated from observed gravity values.
 KO0042
 KO0042.The observed gravity was obtained from relative gravimeter ties
 KO0042.to the IGSN71 gravity network.
 KO0042
 KO0042;                    North         East    Units  Estimated Accuracy
 KO0042;SPC UT C     - 2,163,240.      441,180.      MT  (+/- 180 meters Scaled)
 KO0042
 KO0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK983064(NAD 83)
 KO0042
 KO0042                          SUPERSEDED SURVEY CONTROL
 KO0042
 KO0042.No superseded survey control is available for this station.
 KO0042
 KO0042_MARKER: DB = BENCH MARK DISK
 KO0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0042_STAMPING: S 177 1970
 KO0042_MARK LOGO: CGS
 KO0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0042+STABILITY: SURFACE MOTION
 KO0042
 KO0042  HISTORY     - Date     Condition        Report By
 KO0042  HISTORY     - 1970     MONUMENTED       NGS
 KO0042
 KO0042                          STATION DESCRIPTION
 KO0042
 KO0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0042'9.3 MI S FROM TINTIC JUNCTION.
 KO0042'9.3 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 KO0042'TINTIC JUNCTION, 3 RAIL SOUTHWEST OF CULVERT 689.25, 72.8 FEET
 KO0042'SOUTHEAST OF THE SOUTHEAST RAIL, 1 1/2 FEET SOUTHWEST OF A TELEPHONE
 KO0042'POLE, 24.5 FEET NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 2.1
 KO0042'FEET NORTHEAST OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE
 KO0042'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 KO0042'THE GROUND. SECTION 9, T 12S, R3W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0021 ***********************************************************************
 KO0021  DESIGNATION -  S 178
 KO0021  PID         -  KO0021
 KO0021  STATE/COUNTY-  UT/JUAB
 KO0021  COUNTRY     -  US
 KO0021  USGS QUAD   -  TANNER CREEK NARROWS (2017)
 KO0021
 KO0021                         *CURRENT SURVEY CONTROL
 KO0021  ______________________________________________________________________
 KO0021* NAD 83(1986) POSITION- 39 39 23.     (N) 112 17 52.     (W)   SCALED
 KO0021* NAVD 88 ORTHO HEIGHT -  1513.520 (meters)     4965.61  (feet) ADJUSTED
 KO0021  ______________________________________________________________________
 KO0021  GEOID HEIGHT    -        -18.208 (meters)                     GEOID18
 KO0021  DYNAMIC HEIGHT  -       1512.162 (meters)     4961.15  (feet) COMP
 KO0021  MODELED GRAVITY -    979,676.3   (mgal)                       NAVD 88
 KO0021  OBS GRAVITY     -    979,676.3   (mgal)                       GRAV_OBS
 KO0021
 KO0021  VERT ORDER      -  FIRST     CLASS I
 KO0021
 KO0021.The horizontal coordinates were scaled from a map and have
 KO0021.an estimated accuracy of +/- 6 seconds.
 KO0021
 KO0021.The orthometric height was determined by differential leveling and
 KO0021.adjusted by the NATIONAL GEODETIC SURVEY
 KO0021.in June 1991.
 KO0021
 KO0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0021.GEOID18 height accuracy estimate available here.
 KO0021
 KO0021.Click photographs - Photos may exist for this station.
 KO0021
 KO0021.The dynamic height is computed by dividing the NAVD 88
 KO0021.geopotential number by the normal gravity value computed on the
 KO0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0021.degrees latitude (g = 980.6199 gals.).
 KO0021
 KO0021.The modeled gravity was interpolated from observed gravity values.
 KO0021
 KO0021.The observed gravity was obtained from relative gravimeter ties
 KO0021.to the IGSN71 gravity network.
 KO0021
 KO0021;                    North         East    Units  Estimated Accuracy
 KO0021;SPC UT C     - 2,147,190.      431,540.      MT  (+/- 180 meters Scaled)
 KO0021
 KO0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ886904(NAD 83)
 KO0021
 KO0021                          SUPERSEDED SURVEY CONTROL
 KO0021
 KO0021.No superseded survey control is available for this station.
 KO0021
 KO0021_MARKER: DB = BENCH MARK DISK
 KO0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0021_STAMPING: S 178 1970
 KO0021_MARK LOGO: CGS
 KO0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0021+STABILITY: SURFACE MOTION
 KO0021
 KO0021  HISTORY     - Date     Condition        Report By
 KO0021  HISTORY     - 1970     MONUMENTED       NGS
 KO0021
 KO0021                          STATION DESCRIPTION
 KO0021
 KO0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0021'10.4 MI NE FROM LYNNDYL.
 KO0021'10.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0021'SIGN AT LYNNDYL, AT THE NORTHEAST END OF CHAMPLIN SIDING, 122 FEET
 KO0021'SOUTHEAST AND ACROSS THE TRACK FROM MILEPOLE 676.25, 77.4 FEET
 KO0021'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 1 1/2 FEET
 KO0021'NORTHEAST OF A TELEPHONE POLE, 17.5 FEET NORTHWEST OF A FENCE, 2.1
 KO0021'FEET SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 KO0021'POST PROJECTING 0.4 FOOT ABOVE THE GROUND. SECTION 28, T 13 S, R 4W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0215 ***********************************************************************
 KO0215  DESIGNATION -  S 179
 KO0215  PID         -  KO0215
 KO0215  STATE/COUNTY-  UT/MILLARD
 KO0215  COUNTRY     -  US
 KO0215  USGS QUAD   -  HINCKLEY (2017)
 KO0215
 KO0215                         *CURRENT SURVEY CONTROL
 KO0215  ______________________________________________________________________
 KO0215* NAD 83(1986) POSITION- 39 16 48.16   (N) 112 38 13.93   (W)   HD_HELD1
 KO0215* NAVD 88 ORTHO HEIGHT -  1398.479 (meters)     4588.18  (feet) ADJUSTED
 KO0215  ______________________________________________________________________
 KO0215  GEOID HEIGHT    -        -19.745 (meters)                     GEOID18
 KO0215  DYNAMIC HEIGHT  -       1397.172 (meters)     4583.89  (feet) COMP
 KO0215  MODELED GRAVITY -    979,644.2   (mgal)                       NAVD 88
 KO0215
 KO0215  VERT ORDER      -  FIRST     CLASS I
 KO0215
 KO0215.The horizontal coordinates were determined by differentially corrected
 KO0215.hand held GPS observations or other comparable positioning techniques
 KO0215.and have an estimated accuracy of +/- 3 meters.
 KO0215
 KO0215.The orthometric height was determined by differential leveling and
 KO0215.adjusted by the NATIONAL GEODETIC SURVEY
 KO0215.in June 1991.
 KO0215
 KO0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0215.GEOID18 height accuracy estimate available here.
 KO0215
 KO0215.Click photographs - Photos may exist for this station.
 KO0215
 KO0215.The dynamic height is computed by dividing the NAVD 88
 KO0215.geopotential number by the normal gravity value computed on the
 KO0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0215.degrees latitude (g = 980.6199 gals.).
 KO0215
 KO0215.The modeled gravity was interpolated from observed gravity values.
 KO0215
 KO0215;                    North         East    Units  Estimated Accuracy
 KO0215;SPC UT C     - 2,105,727.1     401,885.7     MT  (+/- 3 meters HH1 GPS) 
 KO0215
 KO0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ5878849131(NAD 83)
 KO0215
 KO0215                          SUPERSEDED SURVEY CONTROL
 KO0215
 KO0215  NGVD 29 (??/??/92) 1397.39   (m)         4584.6    (f) COMPUTED    1 1
 KO0215
 KO0215.Superseded values are not recommended for survey control.
 KO0215
 KO0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0215.See file dsdata.pdf to determine how the superseded data were derived.
 KO0215
 KO0215_MARKER: DB = BENCH MARK DISK
 KO0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0215_STAMPING: S 179 1970
 KO0215_MARK LOGO: CGS
 KO0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0215+STABILITY: SURFACE MOTION
 KO0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0215+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2012
 KO0215
 KO0215  HISTORY     - Date     Condition        Report By
 KO0215  HISTORY     - 1970     MONUMENTED       NGS
 KO0215  HISTORY     - 20120113 GOOD             GEOCAC
 KO0215
 KO0215                          STATION DESCRIPTION
 KO0215
 KO0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0215'6.1 MI SW FROM DELTA.
 KO0215'6.1 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0215'AT DELTA, 0.5 MILE SOUTHWEST OF THE CROSSING OF STATE HIGHWAY 140, 2
 KO0215'POLES NORTHEAST AND ACROSS THE TRACK FROM MILEPOLE 643.25, 1 POLE
 KO0215'SOUTHWEST OF A POINT WHERE A GRAVELED ROAD TURNS SOUTH, 92.5 FEET
 KO0215'SOUTHEAST OF THE SOUTHEAST RAIL, 4.8 FEET NORTHWEST OF THE SOUTHEAST
 KO0215'RIGHT-OF-WAY FENCE, 1 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 2.0 FEET
 KO0215'NORTHEAST OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE TRACK,
 KO0215'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 KO0215'GROUND.  SECTION 4, T18S, R7W.
 KO0215
 KO0215                          STATION RECOVERY (2012)
 KO0215
 KO0215'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 KO0215'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0184 ***********************************************************************
 KO0184  DESIGNATION -  S 180
 KO0184  PID         -  KO0184
 KO0184  STATE/COUNTY-  UT/MILLARD
 KO0184  COUNTRY     -  US
 KO0184  USGS QUAD   -  NEELS (2017)
 KO0184
 KO0184                         *CURRENT SURVEY CONTROL
 KO0184  ______________________________________________________________________
 KO0184* NAD 83(1986) POSITION- 39 00 34.     (N) 112 47 00.     (W)   SCALED
 KO0184* NAVD 88 ORTHO HEIGHT -  1422.268 (meters)     4666.22  (feet) ADJUSTED
 KO0184  ______________________________________________________________________
 KO0184  GEOID HEIGHT    -        -20.065 (meters)                     GEOID18
 KO0184  DYNAMIC HEIGHT  -       1420.913 (meters)     4661.78  (feet) COMP
 KO0184  MODELED GRAVITY -    979,625.7   (mgal)                       NAVD 88
 KO0184
 KO0184  VERT ORDER      -  FIRST     CLASS I
 KO0184
 KO0184.The horizontal coordinates were scaled from a map and have
 KO0184.an estimated accuracy of +/- 6 seconds.
 KO0184
 KO0184.The orthometric height was determined by differential leveling and
 KO0184.adjusted by the NATIONAL GEODETIC SURVEY
 KO0184.in June 1991.
 KO0184
 KO0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0184.GEOID18 height accuracy estimate available here.
 KO0184
 KO0184.Click photographs - Photos may exist for this station.
 KO0184
 KO0184.The dynamic height is computed by dividing the NAVD 88
 KO0184.geopotential number by the normal gravity value computed on the
 KO0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0184.degrees latitude (g = 980.6199 gals.).
 KO0184
 KO0184.The modeled gravity was interpolated from observed gravity values.
 KO0184
 KO0184;                    North         East    Units  Estimated Accuracy
 KO0184;SPC UT C     - 2,075,860.      388,850.      MT  (+/- 180 meters Scaled)
 KO0184
 KO0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ455193(NAD 83)
 KO0184
 KO0184                          SUPERSEDED SURVEY CONTROL
 KO0184
 KO0184  NGVD 29 (??/??/92) 1421.17   (m)         4662.6    (f) COMPUTED    1 1
 KO0184
 KO0184.Superseded values are not recommended for survey control.
 KO0184
 KO0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0184.See file dsdata.pdf to determine how the superseded data were derived.
 KO0184
 KO0184_MARKER: DB = BENCH MARK DISK
 KO0184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KO0184_SP_SET: ABUTMENT
 KO0184_STAMPING: S 180 1970
 KO0184_MARK LOGO: CGS
 KO0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KO0184
 KO0184  HISTORY     - Date     Condition        Report By
 KO0184  HISTORY     - 1970     MONUMENTED       NGS
 KO0184
 KO0184                          STATION DESCRIPTION
 KO0184
 KO0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0184'23.6 MI NE FROM BLACK ROCK.
 KO0184'23.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0184'AT BLACK ROCK, NEAR MILEPOLE 623, IN THE TOP AND 1.0 FOOT SOUTHEAST OF
 KO0184'THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF BRIDGE 623.0,
 KO0184'6.0 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT LEVEL WITH THE
 KO0184'TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0231 ***********************************************************************
 JO0231  DESIGNATION -  S 181
 JO0231  PID         -  JO0231
 JO0231  STATE/COUNTY-  UT/MILLARD
 JO0231  COUNTRY     -  US
 JO0231  USGS QUAD   -  CAT CANYON (2017)
 JO0231
 JO0231                         *CURRENT SURVEY CONTROL
 JO0231  ______________________________________________________________________
 JO0231* NAD 83(1986) POSITION- 38 45 32.     (N) 112 56 20.     (W)   SCALED
 JO0231* NAVD 88 ORTHO HEIGHT -  1475.230 (meters)     4839.98  (feet) ADJUSTED
 JO0231  ______________________________________________________________________
 JO0231  GEOID HEIGHT    -        -20.243 (meters)                     GEOID18
 JO0231  DYNAMIC HEIGHT  -       1473.792 (meters)     4835.27  (feet) COMP
 JO0231  MODELED GRAVITY -    979,601.6   (mgal)                       NAVD 88
 JO0231  OBS GRAVITY     -    979,602.1   (mgal)                       GRAV_OBS
 JO0231
 JO0231  VERT ORDER      -  FIRST     CLASS I
 JO0231
 JO0231.The horizontal coordinates were scaled from a map and have
 JO0231.an estimated accuracy of +/- 6 seconds.
 JO0231
 JO0231.The orthometric height was determined by differential leveling and
 JO0231.adjusted by the NATIONAL GEODETIC SURVEY
 JO0231.in June 1991.
 JO0231
 JO0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0231.GEOID18 height accuracy estimate available here.
 JO0231
 JO0231.Click photographs - Photos may exist for this station.
 JO0231
 JO0231.The dynamic height is computed by dividing the NAVD 88
 JO0231.geopotential number by the normal gravity value computed on the
 JO0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0231.degrees latitude (g = 980.6199 gals.).
 JO0231
 JO0231.The modeled gravity was interpolated from observed gravity values.
 JO0231
 JO0231.The observed gravity was obtained from relative gravimeter ties
 JO0231.to the IGSN71 gravity network.
 JO0231
 JO0231;                    North         East    Units  Estimated Accuracy
 JO0231;SPC UT C     - 2,048,250.      374,930.      MT  (+/- 180 meters Scaled)
 JO0231
 JO0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH315918(NAD 83)
 JO0231
 JO0231                          SUPERSEDED SURVEY CONTROL
 JO0231
 JO0231  NGVD 29 (??/??/92) 1474.968  (m)         4839.12   (f) ADJ UNCH    1 1
 JO0231
 JO0231.Superseded values are not recommended for survey control.
 JO0231
 JO0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0231.See file dsdata.pdf to determine how the superseded data were derived.
 JO0231
 JO0231_MARKER: DB = BENCH MARK DISK
 JO0231_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0231_SP_SET: CULVERT HEADWALL
 JO0231_STAMPING: S 181 1970
 JO0231_MARK LOGO: CGS
 JO0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0231+STABILITY: SURFACE MOTION
 JO0231
 JO0231  HISTORY     - Date     Condition        Report By
 JO0231  HISTORY     - 1970     MONUMENTED       NGS
 JO0231
 JO0231                          STATION DESCRIPTION
 JO0231
 JO0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0231'3.45 MI NE FROM BLACK ROCK.
 JO0231'3.45 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JO0231'AT BLACK ROCK, 4 POLES SOUTHWEST OF MILEPOLE 603, IN THE TOP AND 0.8
 JO0231'FOOT NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD
 JO0231'WALL OF CULVERT 602.85, 8.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND
 JO0231'ABOUT 1 1/2 FEET LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0175 ***********************************************************************
 JO0175  DESIGNATION -  S 182
 JO0175  PID         -  JO0175
 JO0175  STATE/COUNTY-  UT/BEAVER
 JO0175  COUNTRY     -  US
 JO0175  USGS QUAD   -  RANCH CANYON (2017)
 JO0175
 JO0175                         *CURRENT SURVEY CONTROL
 JO0175  ______________________________________________________________________
 JO0175* NAD 83(1986) POSITION- 38 26 28.     (N) 112 59 00.     (W)   SCALED
 JO0175* NAVD 88 ORTHO HEIGHT -  1511.185 (meters)     4957.95  (feet) ADJUSTED
 JO0175  ______________________________________________________________________
 JO0175  GEOID HEIGHT    -        -20.895 (meters)                     GEOID18
 JO0175  DYNAMIC HEIGHT  -       1509.594 (meters)     4952.73  (feet) COMP
 JO0175  MODELED GRAVITY -    979,523.6   (mgal)                       NAVD 88
 JO0175
 JO0175  VERT ORDER      -  FIRST     CLASS I
 JO0175
 JO0175.The horizontal coordinates were scaled from a map and have
 JO0175.an estimated accuracy of +/- 6 seconds.
 JO0175
 JO0175.The orthometric height was determined by differential leveling and
 JO0175.adjusted by the NATIONAL GEODETIC SURVEY
 JO0175.in June 1991.
 JO0175
 JO0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0175.GEOID18 height accuracy estimate available here.
 JO0175
 JO0175.Click photographs - Photos may exist for this station.
 JO0175
 JO0175.The dynamic height is computed by dividing the NAVD 88
 JO0175.geopotential number by the normal gravity value computed on the
 JO0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0175.degrees latitude (g = 980.6199 gals.).
 JO0175
 JO0175.The modeled gravity was interpolated from observed gravity values.
 JO0175
 JO0175;                    North         East    Units  Estimated Accuracy
 JO0175;SPC UT S     - 3,197,970.      370,500.      MT  (+/- 180 meters Scaled)
 JO0175
 JO0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH269566(NAD 83)
 JO0175
 JO0175                          SUPERSEDED SURVEY CONTROL
 JO0175
 JO0175  NGVD 29 (??/??/92) 1509.800  (m)         4953.40   (f) ADJ UNCH    1 1
 JO0175
 JO0175.Superseded values are not recommended for survey control.
 JO0175
 JO0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0175.See file dsdata.pdf to determine how the superseded data were derived.
 JO0175
 JO0175_MARKER: DB = BENCH MARK DISK
 JO0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0175_STAMPING: S 182 1970
 JO0175_MARK LOGO: CGS
 JO0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0175+STABILITY: SURFACE MOTION
 JO0175
 JO0175  HISTORY     - Date     Condition        Report By
 JO0175  HISTORY     - 1970     MONUMENTED       NGS
 JO0175  HISTORY     - 1984     GOOD             NGS
 JO0175
 JO0175                          STATION DESCRIPTION
 JO0175
 JO0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0175'3.7 MI N FROM MILFORD.
 JO0175'3.7 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JO0175'MILFORD, 1 1/2 FEET NORTH OF MILEPOLE 580.50, 91.7 FEET WEST OF THE
 JO0175'WEST RAIL, 6.3 FEET EAST OF A FENCE, 1.8 FEET SOUTH OF A WITNESS POST,
 JO0175'ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 JO0175'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 21, T 27S, R 10W.
 JO0175
 JO0175                          STATION RECOVERY (1984)
 JO0175
 JO0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0175'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0242 ***********************************************************************
 JM0242  DESIGNATION -  S 20
 JM0242  PID         -  JM0242
 JM0242  STATE/COUNTY-  UT/SAN JUAN
 JM0242  COUNTRY     -  US
 JM0242  USGS QUAD   -  LA SAL WEST (2017)
 JM0242
 JM0242                         *CURRENT SURVEY CONTROL
 JM0242  ______________________________________________________________________
 JM0242* NAD 83(1986) POSITION- 38 16 49.     (N) 109 22 20.     (W)   SCALED
 JM0242* NAVD 88 ORTHO HEIGHT -  1860.492 (meters)     6103.96  (feet) ADJUSTED
 JM0242  ______________________________________________________________________
 JM0242  GEOID HEIGHT    -        -18.945 (meters)                     GEOID18
 JM0242  DYNAMIC HEIGHT  -       1858.400 (meters)     6097.10  (feet) COMP
 JM0242  MODELED GRAVITY -    979,438.7   (mgal)                       NAVD 88
 JM0242
 JM0242  VERT ORDER      -  FIRST     CLASS II
 JM0242
 JM0242.The horizontal coordinates were scaled from a map and have
 JM0242.an estimated accuracy of +/- 6 seconds.
 JM0242
 JM0242.The orthometric height was determined by differential leveling and
 JM0242.adjusted by the NATIONAL GEODETIC SURVEY
 JM0242.in June 1991.
 JM0242
 JM0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0242.GEOID18 height accuracy estimate available here.
 JM0242
 JM0242.Click photographs - Photos may exist for this station.
 JM0242
 JM0242.The dynamic height is computed by dividing the NAVD 88
 JM0242.geopotential number by the normal gravity value computed on the
 JM0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0242.degrees latitude (g = 980.6199 gals.).
 JM0242
 JM0242.The modeled gravity was interpolated from observed gravity values.
 JM0242
 JM0242;                    North         East    Units  Estimated Accuracy
 JM0242;SPC UT S     - 3,181,210.      686,160.      MT  (+/- 180 meters Scaled)
 JM0242
 JM0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH423381(NAD 83)
 JM0242
 JM0242                          SUPERSEDED SURVEY CONTROL
 JM0242
 JM0242  NGVD 29 (??/??/92) 1859.407  (m)         6100.40   (f) ADJ UNCH    1 2
 JM0242
 JM0242.Superseded values are not recommended for survey control.
 JM0242
 JM0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0242.See file dsdata.pdf to determine how the superseded data were derived.
 JM0242
 JM0242_MARKER: DB = BENCH MARK DISK
 JM0242_SETTING: 66 = SET IN ROCK OUTCROP
 JM0242_STAMPING: 6100.404 S 20 1933
 JM0242_MARK LOGO: CGS
 JM0242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0242+STABILITY: POSITION/ELEVATION WELL
 JM0242
 JM0242  HISTORY     - Date     Condition        Report By
 JM0242  HISTORY     - 1933     MONUMENTED       CGS
 JM0242  HISTORY     - 1954     GOOD             CGS
 JM0242  HISTORY     - 1982     GOOD             USGS
 JM0242
 JM0242                          STATION DESCRIPTION
 JM0242
 JM0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JM0242'26.6 MI SE FROM MOAB.
 JM0242'IN SAN JUAN COUNTY, 26.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 160 FROM
 JM0242'THE COURTHOUSE AT MOAB, GRAND COUNTY, 2.0 MILES SOUTHEAST OF LASAL
 JM0242'JUNCTION, 0.5 MILE NORTHWEST OF LOOKING GLASS ROCK, 258 YARDS
 JM0242'NORTHWEST OF A 55-FOOT WOODEN BRIDGE, 32 FEET NORTHEAST OF THE
 JM0242'CENTERLINE OF THE HIGHWAY.  IN THE SOUTH SLOPE OF A LARGE SANDSTONE
 JM0242'OUTCROP, AND 4 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 JM0242'6100.404 S 20 1933.  NOTE-- HIGHWAY 450 HAS BEEN CHANGED TO 160.
 JM0242
 JM0242                          STATION RECOVERY (1982)
 JM0242
 JM0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0242'MOAB, UTAH 25.1 MILES SOUTHEAST ALONG U.S. HWY. 191 FROM MAIN AND
 JM0242'CENTER STREETS IN MOAB, UTAH. 2.8 MILES SOUTHEAST OF LA SAL JCT., 0.5
 JM0242'MILES NORTHWEST OF WILSON ARCH. 198 FEET WEST OF THE CENTERLINE OF
 JM0242'THE HWY. IN A LARGE RED SANDSTONE OUTCROP, 32 FEET NORTHEAST OF THE
 JM0242'OLD HWY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0155 ***********************************************************************
 HM0155  DESIGNATION -  S 21
 HM0155  PID         -  HM0155
 HM0155  STATE/COUNTY-  UT/SAN JUAN
 HM0155  COUNTRY     -  US
 HM0155  USGS QUAD   -  MONTICELLO NORTH (2017)
 HM0155
 HM0155                         *CURRENT SURVEY CONTROL
 HM0155  ______________________________________________________________________
 HM0155* NAD 83(1986) POSITION- 37 53 55.     (N) 109 20 36.     (W)   SCALED
 HM0155* NAVD 88 ORTHO HEIGHT -  2135.954 (meters)     7007.71  (feet) ADJUSTED
 HM0155  ______________________________________________________________________
 HM0155  GEOID HEIGHT    -        -18.769 (meters)                     GEOID18
 HM0155  DYNAMIC HEIGHT  -       2133.396 (meters)     6999.32  (feet) COMP
 HM0155  MODELED GRAVITY -    979,355.1   (mgal)                       NAVD 88
 HM0155
 HM0155  VERT ORDER      -  FIRST     CLASS II
 HM0155
 HM0155.The horizontal coordinates were scaled from a map and have
 HM0155.an estimated accuracy of +/- 6 seconds.
 HM0155
 HM0155.The orthometric height was determined by differential leveling and
 HM0155.adjusted by the NATIONAL GEODETIC SURVEY
 HM0155.in June 1991.
 HM0155
 HM0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0155.GEOID18 height accuracy estimate available here.
 HM0155
 HM0155.Click photographs - Photos may exist for this station.
 HM0155
 HM0155.The dynamic height is computed by dividing the NAVD 88
 HM0155.geopotential number by the normal gravity value computed on the
 HM0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0155.degrees latitude (g = 980.6199 gals.).
 HM0155
 HM0155.The modeled gravity was interpolated from observed gravity values.
 HM0155
 HM0155;                    North         East    Units  Estimated Accuracy
 HM0155;SPC UT S     - 3,138,910.      689,660.      MT  (+/- 180 meters Scaled)
 HM0155
 HM0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG456958(NAD 83)
 HM0155
 HM0155                          SUPERSEDED SURVEY CONTROL
 HM0155
 HM0155  NGVD 29 (??/??/92) 2134.794  (m)         7003.90   (f) ADJ UNCH    1 2
 HM0155
 HM0155.Superseded values are not recommended for survey control.
 HM0155
 HM0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0155.See file dsdata.pdf to determine how the superseded data were derived.
 HM0155
 HM0155_MARKER: DB = BENCH MARK DISK
 HM0155_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HM0155_SP_SET: BOX CULVERT HEADWALL
 HM0155_STAMPING: 7003.903 S 21 1933
 HM0155_MARK LOGO: CGS
 HM0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0155+STABILITY: SURFACE MOTION
 HM0155
 HM0155  HISTORY     - Date     Condition        Report By
 HM0155  HISTORY     - 1933     MONUMENTED       CGS
 HM0155  HISTORY     - 1957     MARK NOT FOUND   USGS
 HM0155  HISTORY     - 1979     MARK NOT FOUND   NGS
 HM0155  HISTORY     - 1979     MARK NOT FOUND   NGS
 HM0155
 HM0155                          STATION DESCRIPTION
 HM0155
 HM0155'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 HM0155'1.9 MI N FROM MONTICELLO.
 HM0155'1.9 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 HM0155'MONTICELLO, SAN JUAN COUNTY, AT THE BOTTOM OF A RAVINE, AT A 5- BY
 HM0155'5-FOOT CONCRETE BOX CULVERT, AND IN THE TOP OF THE NORTH END OF THE
 HM0155'WEST HEADWALL.  A STANDARD DISK, STAMPED 7003.903 S 21 1933.
 HM0155
 HM0155                          STATION RECOVERY (1979)
 HM0155
 HM0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0155'MARK NOT FOUND.
 HM0155
 HM0155                          STATION RECOVERY (1979)
 HM0155
 HM0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0155'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0243 ***********************************************************************
 HM0243  DESIGNATION -  S 23
 HM0243  PID         -  HM0243
 HM0243  STATE/COUNTY-  UT/SAN JUAN
 HM0243  COUNTRY     -  US
 HM0243  USGS QUAD   -  BLUFF SW (2017)
 HM0243
 HM0243                         *CURRENT SURVEY CONTROL
 HM0243  ______________________________________________________________________
 HM0243* NAD 83(1986) POSITION- 37 16 14.56   (N) 109 38 42.66   (W)   HD_HELD1
 HM0243* NAVD 88 ORTHO HEIGHT -  1368.041 (meters)     4488.31  (feet) ADJUSTED
 HM0243  ______________________________________________________________________
 HM0243  GEOID HEIGHT    -        -20.828 (meters)                     GEOID18
 HM0243  DYNAMIC HEIGHT  -       1366.518 (meters)     4483.32  (feet) COMP
 HM0243  MODELED GRAVITY -    979,470.4   (mgal)                       NAVD 88
 HM0243
 HM0243  VERT ORDER      -  FIRST     CLASS II
 HM0243
 HM0243.The horizontal coordinates were determined by differentially corrected
 HM0243.hand held GPS observations or other comparable positioning techniques
 HM0243.and have an estimated accuracy of +/- 3 meters.
 HM0243
 HM0243.The orthometric height was determined by differential leveling and
 HM0243.adjusted by the NATIONAL GEODETIC SURVEY
 HM0243.in June 1991.
 HM0243
 HM0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0243.GEOID18 height accuracy estimate available here.
 HM0243
 HM0243.Click photographs - Photos may exist for this station.
 HM0243
 HM0243.The dynamic height is computed by dividing the NAVD 88
 HM0243.geopotential number by the normal gravity value computed on the
 HM0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0243.degrees latitude (g = 980.6199 gals.).
 HM0243
 HM0243.The modeled gravity was interpolated from observed gravity values.
 HM0243
 HM0243;                    North         East    Units  Estimated Accuracy
 HM0243;SPC UT S     - 3,068,670.3     664,500.9     MT  (+/- 3 meters HH1 GPS) 
 HM0243
 HM0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG2012025764(NAD 83)
 HM0243
 HM0243                          SUPERSEDED SURVEY CONTROL
 HM0243
 HM0243  NGVD 29 (??/??/92) 1367.108  (m)         4485.25   (f) ADJ UNCH    1 2
 HM0243
 HM0243.Superseded values are not recommended for survey control.
 HM0243
 HM0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0243.See file dsdata.pdf to determine how the superseded data were derived.
 HM0243
 HM0243_MARKER: DD = SURVEY DISK
 HM0243_SETTING: 66 = SET IN ROCK OUTCROP
 HM0243_STAMPING: 4485.253 S 23 1933
 HM0243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0243+STABILITY: POSITION/ELEVATION WELL
 HM0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0243+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2010
 HM0243
 HM0243  HISTORY     - Date     Condition        Report By
 HM0243  HISTORY     - 1933     MONUMENTED       CGS
 HM0243  HISTORY     - 1962     GOOD             USGS
 HM0243  HISTORY     - 1983     MARK NOT FOUND   NGS
 HM0243  HISTORY     - 20100202 GOOD             GEOCAC
 HM0243
 HM0243                          STATION DESCRIPTION
 HM0243
 HM0243'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HM0243'6.0 MI SW FROM BLUFF.
 HM0243'6.0 MILES SOUTHWEST ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0243'BLUFF, SAN JUAN COUNTY, AT THE OUTSIDE OF A HORSE SHOE BEND IN THE
 HM0243'ROAD LEADING DOWN INTO BUTLER WASH, 330 YARDS NORTH ALONG A ROAD
 HM0243'PARALLEL TO BUTLER WASH, 41 FEET WEST OF THE CENTERLINE OF THE ROAD,
 HM0243'IN BEDROCK, AND 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED
 HM0243'4485.253 S 23 1933.
 HM0243
 HM0243                          STATION RECOVERY (1983)
 HM0243
 HM0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0243'MARK NOT FOUND.
 HM0243
 HM0243                          STATION RECOVERY (2010)
 HM0243
 HM0243'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HM0243'DRIVE STATION DURING DRY WEATHER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0117 ***********************************************************************
 JO0117  DESIGNATION -  S 231
 JO0117  PID         -  JO0117
 JO0117  STATE/COUNTY-  UT/BEAVER
 JO0117  COUNTRY     -  US
 JO0117  USGS QUAD   -  SHELLY BALDY PEAK (2017)
 JO0117
 JO0117                         *CURRENT SURVEY CONTROL
 JO0117  ______________________________________________________________________
 JO0117* NAD 83(1986) POSITION- 38 17 53.     (N) 112 23 22.     (W)   SCALED
 JO0117* NAVD 88 ORTHO HEIGHT -  2763.704 (meters)     9067.25  (feet) ADJUSTED
 JO0117  ______________________________________________________________________
 JO0117  GEOID HEIGHT    -        -19.013 (meters)                     GEOID18
 JO0117  DYNAMIC HEIGHT  -       2760.107 (meters)     9055.45  (feet) COMP
 JO0117  MODELED GRAVITY -    979,226.6   (mgal)                       NAVD 88
 JO0117
 JO0117  VERT ORDER      -  SECOND    CLASS 0
 JO0117
 JO0117.The horizontal coordinates were scaled from a map and have
 JO0117.an estimated accuracy of +/- 6 seconds.
 JO0117
 JO0117.The orthometric height was determined by differential leveling and
 JO0117.adjusted by the NATIONAL GEODETIC SURVEY
 JO0117.in June 1991.
 JO0117
 JO0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0117.GEOID18 height accuracy estimate available here.
 JO0117
 JO0117.Click photographs - Photos may exist for this station.
 JO0117
 JO0117.The dynamic height is computed by dividing the NAVD 88
 JO0117.geopotential number by the normal gravity value computed on the
 JO0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0117.degrees latitude (g = 980.6199 gals.).
 JO0117
 JO0117.The modeled gravity was interpolated from observed gravity values.
 JO0117
 JO0117;                    North         East    Units  Estimated Accuracy
 JO0117;SPC UT S     - 3,181,430.      422,200.      MT  (+/- 180 meters Scaled)
 JO0117
 JO0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH785397(NAD 83)
 JO0117
 JO0117                          SUPERSEDED SURVEY CONTROL
 JO0117
 JO0117  NGVD 29 (??/??/92) 2762.185  (m)         9062.27   (f) ADJ UNCH    2 0
 JO0117
 JO0117.Superseded values are not recommended for survey control.
 JO0117
 JO0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0117.See file dsdata.pdf to determine how the superseded data were derived.
 JO0117
 JO0117_MARKER: DB = BENCH MARK DISK
 JO0117_SETTING: 66 = SET IN ROCK OUTCROP
 JO0117_STAMPING: S 231 1935
 JO0117_MARK LOGO: CGS
 JO0117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0117+STABILITY: POSITION/ELEVATION WELL
 JO0117
 JO0117  HISTORY     - Date     Condition        Report By
 JO0117  HISTORY     - 1935     MONUMENTED       CGS
 JO0117  HISTORY     - 1975     MARK NOT FOUND   USGS
 JO0117
 JO0117                          STATION DESCRIPTION
 JO0117
 JO0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0117'17.7 MI E FROM BEAVER.
 JO0117'ABOUT 17.7 MILES EAST ALONG STATE HIGHWAY 21 FROM BEAVER, BEAVER
 JO0117'COUNTY, AT A CURVE, 22 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, IN
 JO0117'THE TOP OF A SANDSTONE OUTCROP, AND ABOUT 5 FEET HIGHER THAN THE
 JO0117'ROADWAY.  A STANDARD DISK, STAMPED S 231 1935.
 JO0117
 JO0117                          STATION RECOVERY (1975)
 JO0117
 JO0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0117'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0172 ***********************************************************************
 HN0172  DESIGNATION -  S 24
 HN0172  PID         -  HN0172
 HN0172  STATE/COUNTY-  UT/SAN JUAN
 HN0172  COUNTRY     -  US
 HN0172  USGS QUAD   -  MONUMENT PASS (2017)
 HN0172
 HN0172                         *CURRENT SURVEY CONTROL
 HN0172  ______________________________________________________________________
 HN0172* NAD 83(1986) POSITION- 37 04 12.     (N) 110 02 02.     (W)   SCALED
 HN0172* NAVD 88 ORTHO HEIGHT -  1643.815 (meters)     5393.08  (feet) ADJUSTED
 HN0172  ______________________________________________________________________
 HN0172  GEOID HEIGHT    -        -21.088 (meters)                     GEOID18
 HN0172  DYNAMIC HEIGHT  -       1641.879 (meters)     5386.73  (feet) COMP
 HN0172  MODELED GRAVITY -    979,395.0   (mgal)                       NAVD 88
 HN0172
 HN0172  VERT ORDER      -  FIRST     CLASS II
 HN0172
 HN0172.The horizontal coordinates were scaled from a map and have
 HN0172.an estimated accuracy of +/- 6 seconds.
 HN0172
 HN0172.The orthometric height was determined by differential leveling and
 HN0172.adjusted by the NATIONAL GEODETIC SURVEY
 HN0172.in June 1991.
 HN0172
 HN0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0172.GEOID18 height accuracy estimate available here.
 HN0172
 HN0172.Click photographs - Photos may exist for this station.
 HN0172
 HN0172.The dynamic height is computed by dividing the NAVD 88
 HN0172.geopotential number by the normal gravity value computed on the
 HN0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0172.degrees latitude (g = 980.6199 gals.).
 HN0172
 HN0172.The modeled gravity was interpolated from observed gravity values.
 HN0172
 HN0172;                    North         East    Units  Estimated Accuracy
 HN0172;SPC UT S     - 3,045,790.      630,380.      MT  (+/- 180 meters Scaled)
 HN0172
 HN0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG858030(NAD 83)
 HN0172
 HN0172                          SUPERSEDED SURVEY CONTROL
 HN0172
 HN0172  NGVD 29 (??/??/92) 1642.839  (m)         5389.88   (f) ADJ UNCH    1 2
 HN0172
 HN0172.Superseded values are not recommended for survey control.
 HN0172
 HN0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0172.See file dsdata.pdf to determine how the superseded data were derived.
 HN0172
 HN0172_MARKER: DB = BENCH MARK DISK
 HN0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0172_STAMPING: 5389.881 S 24 1933
 HN0172_MARK LOGO: CGS
 HN0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0172+STABILITY: SURFACE MOTION
 HN0172
 HN0172  HISTORY     - Date     Condition        Report By
 HN0172  HISTORY     - 1933     MONUMENTED       CGS
 HN0172  HISTORY     - 1934     GOOD             CGS
 HN0172  HISTORY     - 1983     MARK NOT FOUND   NGS
 HN0172  HISTORY     - 19860213 GOOD             USGS
 HN0172
 HN0172                          STATION DESCRIPTION
 HN0172
 HN0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HN0172'13.4 MI SW FROM MEXICAN HAT.
 HN0172'13.4 MILES SOUTHWEST ALONG THE ROAD TO KAYENTA FROM THE NEVILLS STONE
 HN0172'HOUSE AT MEXICAN HAT, SAN JUAN COUNTY, 12.8 MILES SOUTHWEST OF THE SAN
 HN0172'JUAN RIVER BRIDGE, 40 YARDS NORTHWEST OF THE SOUTH EDGE OF A LONG FLAT
 HN0172'TOPPED SPUR, 300 FEET NORTHEAST OF THE BEGINNING OF A LONG GRADUAL
 HN0172'CURVE 120 FEET WEST OF THE CREST OF A SOUTH SLOPE LEADING DOWN INTO A
 HN0172'VALLEY 50 FEET SOUTHWEST OF A SMALL WASH, AND 45 FEET SOUTHEAST OF THE
 HN0172'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED 5389.881 S 24 1933
 HN0172'AND SET IN THE TOP OF A CONCRETE POST.
 HN0172
 HN0172                          STATION RECOVERY (1983)
 HN0172
 HN0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0172'MARK NOT FOUND.
 HN0172
 HN0172                          STATION RECOVERY (1986)
 HN0172
 HN0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RV)
 HN0172'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0169 ***********************************************************************
 JN0169  DESIGNATION -  S 25
 JN0169  PID         -  JN0169
 JN0169  STATE/COUNTY-  UT/WAYNE
 JN0169  COUNTRY     -  US
 JN0169  USGS QUAD   -  TWIN ROCKS (2017)
 JN0169
 JN0169                         *CURRENT SURVEY CONTROL
 JN0169  ______________________________________________________________________
 JN0169* NAD 83(1986) POSITION- 38 19 06.3    (N) 111 19 20.4    (W)   HD_HELD2
 JN0169* NAVD 88 ORTHO HEIGHT -  1865.290 (meters)     6119.71  (feet) ADJUSTED
 JN0169  ______________________________________________________________________
 JN0169  GEOID HEIGHT    -        -18.360 (meters)                     GEOID18
 JN0169  DYNAMIC HEIGHT  -       1863.226 (meters)     6112.93  (feet) COMP
 JN0169  MODELED GRAVITY -    979,456.1   (mgal)                       NAVD 88
 JN0169
 JN0169  VERT ORDER      -  FIRST     CLASS II
 JN0169
 JN0169.The horizontal coordinates were established by autonomous hand held GPS
 JN0169.observations and have an estimated accuracy of +/- 10 meters.
 JN0169
 JN0169.The orthometric height was determined by differential leveling and
 JN0169.adjusted by the NATIONAL GEODETIC SURVEY
 JN0169.in June 1991.
 JN0169
 JN0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0169.GEOID18 height accuracy estimate available here.
 JN0169
 JN0169.Click photographs - Photos may exist for this station.
 JN0169
 JN0169.The dynamic height is computed by dividing the NAVD 88
 JN0169.geopotential number by the normal gravity value computed on the
 JN0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0169.degrees latitude (g = 980.6199 gals.).
 JN0169
 JN0169.The modeled gravity was interpolated from observed gravity values.
 JN0169
 JN0169;                    North         East    Units  Estimated Accuracy
 JN0169;SPC UT S     - 3,183,337.      515,537.      MT  (+/- 10 meters HH2 GPS)
 JN0169
 JN0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH7182241194(NAD 83)
 JN0169
 JN0169                          SUPERSEDED SURVEY CONTROL
 JN0169
 JN0169  NGVD 29 (??/??/92) 1864.114  (m)         6115.85   (f) ADJ UNCH    1 2
 JN0169
 JN0169.Superseded values are not recommended for survey control.
 JN0169
 JN0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0169.See file dsdata.pdf to determine how the superseded data were derived.
 JN0169
 JN0169_MARKER: DB = BENCH MARK DISK
 JN0169_SETTING: 66 = SET IN ROCK OUTCROP
 JN0169_STAMPING: S 25 1934
 JN0169_MARK LOGO: CGS
 JN0169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0169+STABILITY: POSITION/ELEVATION WELL
 JN0169
 JN0169  HISTORY     - Date     Condition        Report By
 JN0169  HISTORY     - 1934     MONUMENTED       CGS
 JN0169  HISTORY     - 1979     GOOD             USGS
 JN0169
 JN0169                          STATION DESCRIPTION
 JN0169
 JN0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0169'5.5 MI W FROM FRUITA.
 JN0169'5.5 MILES WEST ALONG STATE HIGHWAY 24 FROM FRUITA, WAYNE COUNTY, 0.2
 JN0169'MILE WEST OF THE POINT WHERE THE HIGHWAY PASSES BETWEEN TWO LARGE
 JN0169'BOULDERS, 21 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP
 JN0169'OF A ROCK LEDGE, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 JN0169'DISK, STAMPED S 25 1934.
 JN0169
 JN0169                          STATION RECOVERY (1979)
 JN0169
 JN0169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JN0169'TO REACH FROM THE MORMON CHURCH IN TORREY GO E. ON STATE HWY. 24 FOR
 JN0169'6.5 MILES TO SLIGHT CURVE IN HIGHWAY. BM IS ABOUT 1000 FT. S. IN
 JN0169'BOTTOM OF A CANYON, SET IN LEDGE ROCK 17 FT. N. OF CTR. OF DRAIN AND
 JN0169'5.0 FT. HIGHER THAN DRAIN BOTTOM.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0259 ***********************************************************************
 LN0259  DESIGNATION -  S 26
 LN0259  PID         -  LN0259
 LN0259  STATE/COUNTY-  UT/UINTAH
 LN0259  COUNTRY     -  US
 LN0259  USGS QUAD   -  BONANZA (2017)
 LN0259
 LN0259                         *CURRENT SURVEY CONTROL
 LN0259  ______________________________________________________________________
 LN0259* NAD 83(1986) POSITION- 40 02 36.2    (N) 109 11 11.8    (W)   HD_HELD2
 LN0259* NAVD 88 ORTHO HEIGHT -  1611.450 (meters)     5286.90  (feet) ADJUSTED
 LN0259  ______________________________________________________________________
 LN0259  GEOID HEIGHT    -        -17.270 (meters)                     GEOID18
 LN0259  DYNAMIC HEIGHT  -       1609.958 (meters)     5282.00  (feet) COMP
 LN0259  MODELED GRAVITY -    979,643.6   (mgal)                       NAVD 88
 LN0259
 LN0259  VERT ORDER      -  FIRST     CLASS II
 LN0259
 LN0259.The horizontal coordinates were established by autonomous hand held GPS
 LN0259.observations and have an estimated accuracy of +/- 10 meters.
 LN0259
 LN0259.The orthometric height was determined by differential leveling and
 LN0259.adjusted by the NATIONAL GEODETIC SURVEY
 LN0259.in June 1991.
 LN0259
 LN0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0259.GEOID18 height accuracy estimate available here.
 LN0259
 LN0259.Click photographs - Photos may exist for this station.
 LN0259
 LN0259.The dynamic height is computed by dividing the NAVD 88
 LN0259.geopotential number by the normal gravity value computed on the
 LN0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0259.degrees latitude (g = 980.6199 gals.).
 LN0259
 LN0259.The modeled gravity was interpolated from observed gravity values.
 LN0259
 LN0259;                    North         East    Units  Estimated Accuracy
 LN0259;SPC UT C     - 2,192,401.      697,383.      MT  (+/- 10 meters HH2 GPS)
 LN0259
 LN0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK5469634148(NAD 83)
 LN0259
 LN0259                          SUPERSEDED SURVEY CONTROL
 LN0259
 LN0259  NGVD 29 (??/??/92) 1610.251  (m)         5282.97   (f) ADJ UNCH    1 2
 LN0259
 LN0259.Superseded values are not recommended for survey control.
 LN0259
 LN0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0259.See file dsdata.pdf to determine how the superseded data were derived.
 LN0259
 LN0259_MARKER: DB = BENCH MARK DISK
 LN0259_SETTING: 66 = SET IN ROCK OUTCROP
 LN0259_STAMPING: 5282.965 S 26 1933
 LN0259_MARK LOGO: CGS
 LN0259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0259+STABILITY: POSITION/ELEVATION WELL
 LN0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0259+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2006
 LN0259
 LN0259  HISTORY     - Date     Condition        Report By
 LN0259  HISTORY     - 1933     MONUMENTED       CGS
 LN0259  HISTORY     - 1981     GOOD             NGS
 LN0259  HISTORY     - 20060826 GOOD             INDIV
 LN0259
 LN0259                          STATION DESCRIPTION
 LN0259
 LN0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0259'1.9 MI NW FROM BONANZA.
 LN0259'ABOUT 1.9 MILES NORTHWEST ALONG THE WATSON-JENSEN ROAD FROM BONANZA,
 LN0259'UINTAH COUNTY, ON THE SOUTHWEST BANK OF A WASH, ABOUT 225 FEET WEST OF
 LN0259'A ROW OF POLES, ON THE EAST SLOPE OF A RIDGE, ABOUT 100 FEET WEST OF
 LN0259'THE CENTER LINE OF THE ROAD, IN A SANDSTONE OUTCROP, AND MARKED BY A
 LN0259'CEMENTED ROCK CAIRN AND THE PAINTED LETTERS B.M.  A STANDARD DISK,
 LN0259'STAMPED 5282.965 S 26 1933.
 LN0259
 LN0259                          STATION RECOVERY (1981)
 LN0259
 LN0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LN0259'THE BENCH MARK IS ABOUT 3.1 KM (1.9 MILES) NORTHWEST ALONG THE
 LN0259'WATSON-JENSEN ROAD FROM BONANZA ON THE SOUTHWEST BANK OF A WASH IN AN
 LN0259'ISOLATED SANDSTONE OUTCROP ABOUT 1 M (3.3 FEET) HIGH AND 6 M (20
 LN0259'FEET) LONG. IT IS 44.5 M (146 FEET) WEST-NORTHWEST FROM THE CENTER
 LN0259'LINE OF A PAVED ROAD.
 LN0259
 LN0259                          STATION RECOVERY (2006)
 LN0259
 LN0259'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RW)
 LN0259'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0316 ***********************************************************************
 LN0316  DESIGNATION -  S 27
 LN0316  PID         -  LN0316
 LN0316  STATE/COUNTY-  UT/UINTAH
 LN0316  COUNTRY     -  US
 LN0316  USGS QUAD   -  VERNAL NE (2017)
 LN0316
 LN0316                         *CURRENT SURVEY CONTROL
 LN0316  ______________________________________________________________________
 LN0316* NAD 83(1986) POSITION- 40 27 22.     (N) 109 31 33.     (W)   SCALED
 LN0316* NAVD 88 ORTHO HEIGHT -  1623.360 (meters)     5325.97  (feet) ADJUSTED
 LN0316  ______________________________________________________________________
 LN0316  GEOID HEIGHT    -        -16.765 (meters)                     GEOID18
 LN0316  DYNAMIC HEIGHT  -       1621.864 (meters)     5321.07  (feet) COMP
 LN0316  MODELED GRAVITY -    979,647.7   (mgal)                       NAVD 88
 LN0316
 LN0316  VERT ORDER      -  FIRST     CLASS II
 LN0316
 LN0316.The horizontal coordinates were scaled from a map and have
 LN0316.an estimated accuracy of +/- 6 seconds.
 LN0316
 LN0316.The orthometric height was determined by differential leveling and
 LN0316.adjusted by the NATIONAL GEODETIC SURVEY
 LN0316.in June 1991.
 LN0316
 LN0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0316.GEOID18 height accuracy estimate available here.
 LN0316
 LN0316.Click photographs - Photos may exist for this station.
 LN0316
 LN0316.The dynamic height is computed by dividing the NAVD 88
 LN0316.geopotential number by the normal gravity value computed on the
 LN0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0316.degrees latitude (g = 980.6199 gals.).
 LN0316
 LN0316.The modeled gravity was interpolated from observed gravity values.
 LN0316
 LN0316;                    North         East    Units  Estimated Accuracy
 LN0316;SPC UT C     - 2,237,520.      667,430.      MT  (+/- 180 meters Scaled)
 LN0316
 LN0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK249794(NAD 83)
 LN0316
 LN0316                          SUPERSEDED SURVEY CONTROL
 LN0316
 LN0316  NGVD 29 (??/??/92) 1622.11   (m)         5321.9    (f) COMPUTED    1 2
 LN0316
 LN0316.Superseded values are not recommended for survey control.
 LN0316
 LN0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0316.See file dsdata.pdf to determine how the superseded data were derived.
 LN0316
 LN0316_MARKER: DB = BENCH MARK DISK
 LN0316_SETTING: 66 = SET IN ROCK OUTCROP
 LN0316_STAMPING: S 27 1933
 LN0316_MARK LOGO: CGS
 LN0316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0316+STABILITY: POSITION/ELEVATION WELL
 LN0316
 LN0316  HISTORY     - Date     Condition        Report By
 LN0316  HISTORY     - 1933     MONUMENTED       CGS
 LN0316  HISTORY     - 1934     GOOD             CGS
 LN0316  HISTORY     - 1964     MARK NOT FOUND   USGS
 LN0316  HISTORY     - 20091020 MARK NOT FOUND   GEOCAC
 LN0316
 LN0316                          STATION DESCRIPTION
 LN0316
 LN0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0316'IN VERNAL.
 LN0316'UINTAH COUNTY COURT HOUSE, SOUTH FACE OF BUILDING, 15 FEET WEST OF
 LN0316'ENTRANCE, 3 FEET ABOVE GROUND.
 LN0316
 LN0316                          STATION RECOVERY (1964)
 LN0316
 LN0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LN0316'MARK NOT FOUND.
 LN0316
 LN0316                          STATION RECOVERY (2009)
 LN0316
 LN0316'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LN0316'THERE IS A NEW COURTHOUSE A LANDSCAPING AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0317 ***********************************************************************
 LN0317  DESIGNATION -  S 27 RESET
 LN0317  PID         -  LN0317
 LN0317  STATE/COUNTY-  UT/UINTAH
 LN0317  COUNTRY     -  US
 LN0317  USGS QUAD   -  VERNAL NE (2017)
 LN0317
 LN0317                         *CURRENT SURVEY CONTROL
 LN0317  ______________________________________________________________________
 LN0317* NAD 83(1986) POSITION- 40 27 20.94   (N) 109 31 42.75   (W)   HD_HELD1
 LN0317* NAVD 88 ORTHO HEIGHT -  1625.845 (meters)     5334.13  (feet) ADJUSTED
 LN0317  ______________________________________________________________________
 LN0317  GEOID HEIGHT    -        -16.765 (meters)                     GEOID18
 LN0317  DYNAMIC HEIGHT  -       1624.346 (meters)     5329.21  (feet) COMP
 LN0317  MODELED GRAVITY -    979,646.9   (mgal)                       NAVD 88
 LN0317
 LN0317  VERT ORDER      -  FIRST     CLASS II
 LN0317
 LN0317.The horizontal coordinates were determined by differentially corrected
 LN0317.hand held GPS observations or other comparable positioning techniques
 LN0317.and have an estimated accuracy of +/- 3 meters.
 LN0317
 LN0317.The orthometric height was determined by differential leveling and
 LN0317.adjusted by the NATIONAL GEODETIC SURVEY
 LN0317.in June 1991.
 LN0317
 LN0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0317.GEOID18 height accuracy estimate available here.
 LN0317
 LN0317.Click photographs - Photos may exist for this station.
 LN0317
 LN0317.The dynamic height is computed by dividing the NAVD 88
 LN0317.geopotential number by the normal gravity value computed on the
 LN0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0317.degrees latitude (g = 980.6199 gals.).
 LN0317
 LN0317.The modeled gravity was interpolated from observed gravity values.
 LN0317
 LN0317;                    North         East    Units  Estimated Accuracy
 LN0317;SPC UT C     - 2,237,483.8     667,205.1     MT  (+/- 3 meters HH1 GPS) 
 LN0317
 LN0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK2476679390(NAD 83)
 LN0317
 LN0317                          SUPERSEDED SURVEY CONTROL
 LN0317
 LN0317  NGVD 29 (??/??/??) 1624.58   (m)         5330.0    (f) RESET       3  
 LN0317
 LN0317.Superseded values are not recommended for survey control.
 LN0317
 LN0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0317.See file dsdata.pdf to determine how the superseded data were derived.
 LN0317
 LN0317_MARKER: DB = BENCH MARK DISK
 LN0317_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LN0317_STAMPING: S 27 RESET 1958
 LN0317_MARK LOGO: CGS
 LN0317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0317+STABILITY: POSITION/ELEVATION WELL
 LN0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LN0317+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2009
 LN0317
 LN0317  HISTORY     - Date     Condition        Report By
 LN0317  HISTORY     - 1958     MONUMENTED       LOCSUR
 LN0317  HISTORY     - 1981     GOOD             NGS
 LN0317  HISTORY     - 1984     GOOD             NGS
 LN0317  HISTORY     - 20091020 GOOD             GEOCAC
 LN0317
 LN0317                          STATION DESCRIPTION
 LN0317
 LN0317'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1958
 LN0317'IN VERNAL.
 LN0317'AT VERNAL, AT THE JUNCTION OF U. S. HIGHWAY 40 AND STATE HIGHWAY 44,
 LN0317'NORTHWEST OF THE STREET INTERSECTION, 3 FEET NORTH OF THE SOUTHEAST
 LN0317'CORNER OF THE J. C. PENNEY STORE, AND SET VERTICALLY IN THE EAST FACE
 LN0317'OF THE BUILDING ABOUT 2 FEET ABOVE THE SIDEWALK, ELEVATION DETERMINED
 LN0317'BY U.S.G.S.
 LN0317
 LN0317                          STATION RECOVERY (1981)
 LN0317
 LN0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LN0317'SIDING HAS BEEN ADDED TO THE BUILDING AND THE MARK HAS A HOLE IN THE
 LN0317'SIDING SO IT CAN BE SEEN.
 LN0317
 LN0317                          STATION RECOVERY (1984)
 LN0317
 LN0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0317'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN VERNAL,
 LN0317'SET VERTICALLY IN THE EAST FACE OF THE SOUTHEAST CORNER OF THE J C
 LN0317'PENNYS STORE, AT 14 MAIN STREET, AND 1.1 M (3.6 FT) NORTH OF THE
 LN0317'SOUTHEAST CORNER OF THE BUILDING.
 LN0317'THE MARK IS 0.4 M ABOVE THE SIDEWALK.
 LN0317
 LN0317                          STATION RECOVERY (2009)
 LN0317
 LN0317'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LN0317'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0178 ***********************************************************************
 JN0178  DESIGNATION -  S 29
 JN0178  PID         -  JN0178
 JN0178  STATE/COUNTY-  UT/WAYNE
 JN0178  COUNTRY     -  US
 JN0178  USGS QUAD   -  LYMAN (2017)
 JN0178
 JN0178                         *CURRENT SURVEY CONTROL
 JN0178  ______________________________________________________________________
 JN0178* NAD 83(1986) POSITION- 38 22 46.     (N) 111 35 01.     (W)   SCALED
 JN0178* NAVD 88 ORTHO HEIGHT -  2186.232 (meters)     7172.66  (feet) ADJUSTED
 JN0178  ______________________________________________________________________
 JN0178  GEOID HEIGHT    -        -17.742 (meters)                     GEOID18
 JN0178  DYNAMIC HEIGHT  -       2183.660 (meters)     7164.22  (feet) COMP
 JN0178  MODELED GRAVITY -    979,373.8   (mgal)                       NAVD 88
 JN0178
 JN0178  VERT ORDER      -  FIRST     CLASS II
 JN0178
 JN0178.The horizontal coordinates were scaled from a map and have
 JN0178.an estimated accuracy of +/- 6 seconds.
 JN0178
 JN0178.The orthometric height was determined by differential leveling and
 JN0178.adjusted by the NATIONAL GEODETIC SURVEY
 JN0178.in June 1991.
 JN0178
 JN0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0178.GEOID18 height accuracy estimate available here.
 JN0178
 JN0178.Click photographs - Photos may exist for this station.
 JN0178
 JN0178.The dynamic height is computed by dividing the NAVD 88
 JN0178.geopotential number by the normal gravity value computed on the
 JN0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0178.degrees latitude (g = 980.6199 gals.).
 JN0178
 JN0178.The modeled gravity was interpolated from observed gravity values.
 JN0178
 JN0178;                    North         East    Units  Estimated Accuracy
 JN0178;SPC UT S     - 3,190,100.      492,690.      MT  (+/- 180 meters Scaled)
 JN0178
 JN0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH490480(NAD 83)
 JN0178
 JN0178                          SUPERSEDED SURVEY CONTROL
 JN0178
 JN0178  NGVD 29 (??/??/92) 2184.913  (m)         7168.34   (f) ADJ UNCH    1 2
 JN0178
 JN0178.Superseded values are not recommended for survey control.
 JN0178
 JN0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0178.See file dsdata.pdf to determine how the superseded data were derived.
 JN0178
 JN0178_MARKER: DB = BENCH MARK DISK
 JN0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0178_STAMPING: S 29 1934
 JN0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0178+STABILITY: SURFACE MOTION
 JN0178
 JN0178  HISTORY     - Date     Condition        Report By
 JN0178  HISTORY     - 1934     MONUMENTED       CGS
 JN0178  HISTORY     - 1979     MARK NOT FOUND   USGS
 JN0178
 JN0178                          STATION DESCRIPTION
 JN0178
 JN0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0178'4.0 MI W FROM BICKNELL.
 JN0178'4.0 MILES WEST ALONG STATE HIGHWAY 24 FROM THE PUBLIC SCHOOL AT
 JN0178'BICKNELL, WAYNE COUNTY, ABOUT 1 MILE EAST OF LYMAN, 0.3 MILE EAST OF A
 JN0178'SMALL YELLOW FARMHOUSE, 85 FEET NORTH OF A FENCE LINE, AND 45 FEET
 JN0178'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED S 29
 JN0178'1934 AND SET IN THE TOP OF A CONCRETE POST.
 JN0178
 JN0178                          STATION RECOVERY (1979)
 JN0178
 JN0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JN0178'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0116 ***********************************************************************
 HN0116  DESIGNATION -  S 30
 HN0116  PID         -  HN0116
 HN0116  STATE/COUNTY-  UT/SAN JUAN
 HN0116  COUNTRY     -  US
 HN0116  USGS QUAD   -  OLJATO (2017)
 HN0116
 HN0116                         *CURRENT SURVEY CONTROL
 HN0116  ______________________________________________________________________
 HN0116* NAD 83(1986) POSITION- 37 00 33.4    (N) 110 17 30.4    (W)   HD_HELD2
 HN0116* NAVD 88 ORTHO HEIGHT -  1527.956 (meters)     5012.97  (feet) ADJUSTED
 HN0116  ______________________________________________________________________
 HN0116  GEOID HEIGHT    -        -21.103 (meters)                     GEOID18
 HN0116  DYNAMIC HEIGHT  -       1526.196 (meters)     5007.19  (feet) COMP
 HN0116  MODELED GRAVITY -    979,426.0   (mgal)                       NAVD 88
 HN0116
 HN0116  VERT ORDER      -  FIRST     CLASS II
 HN0116
 HN0116.The horizontal coordinates were established by autonomous hand held GPS
 HN0116.observations and have an estimated accuracy of +/- 10 meters.
 HN0116
 HN0116.The orthometric height was determined by differential leveling and
 HN0116.adjusted by the NATIONAL GEODETIC SURVEY
 HN0116.in June 1991.
 HN0116
 HN0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0116.GEOID18 height accuracy estimate available here.
 HN0116
 HN0116.Click photographs - Photos may exist for this station.
 HN0116
 HN0116.The dynamic height is computed by dividing the NAVD 88
 HN0116.geopotential number by the normal gravity value computed on the
 HN0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0116.degrees latitude (g = 980.6199 gals.).
 HN0116
 HN0116.The modeled gravity was interpolated from observed gravity values.
 HN0116
 HN0116;                    North         East    Units  Estimated Accuracy
 HN0116;SPC UT S     - 3,038,719.      607,534.      MT  (+/- 10 meters HH2 GPS)
 HN0116
 HN0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF6300796135(NAD 83)
 HN0116
 HN0116                          SUPERSEDED SURVEY CONTROL
 HN0116
 HN0116  NGVD 29 (??/??/92) 1527.037  (m)         5009.95   (f) ADJ UNCH    1 2
 HN0116
 HN0116.Superseded values are not recommended for survey control.
 HN0116
 HN0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0116.See file dsdata.pdf to determine how the superseded data were derived.
 HN0116
 HN0116_MARKER: DB = BENCH MARK DISK
 HN0116_SETTING: 66 = SET IN ROCK OUTCROP
 HN0116_STAMPING: S 30 1946
 HN0116_MARK LOGO: BOR
 HN0116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0116+STABILITY: POSITION/ELEVATION WELL
 HN0116
 HN0116  HISTORY     - Date     Condition        Report By
 HN0116  HISTORY     - 1946     MONUMENTED       BOR
 HN0116  HISTORY     - 1962     GOOD             CGS
 HN0116  HISTORY     - 1982     GOOD             USGS
 HN0116  HISTORY     - 1982     GOOD             USGS
 HN0116
 HN0116                          STATION DESCRIPTION
 HN0116
 HN0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0116'2.6 MI SE FROM OLJETO.
 HN0116'ABOUT 2.6 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE TRADING POST AT
 HN0116'OLJETO, 312 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 64 FEET
 HN0116'WEST-SOUTHWEST OF A 20-INCH CEDAR TREE, 22 FEET NORTH OF THE BOTTOM
 HN0116'EDGE OF A CLIFF, 20.9 FEET SOUTH OF A METAL WITNESS POST, AND SET IN
 HN0116'THE TOP OF THE BASE OF A ROCK CLIFF.  THIS MARK IS AT ANVIL ROCK.
 HN0116
 HN0116                          STATION RECOVERY (1982)
 HN0116
 HN0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0116'OLJETO, 2.6 MI SOUTHEAST OF, ABOUT 2.6 MILE SOUTHEAST ALONG A DIRT
 HN0116'ROAD FROM THE TRADING POST AT OLJETO, 280 YD SOUTHEAST OF A HOUSE,
 HN0116'100 YD SOUTHWEST OF ROAD, 70 YD EAST OF THE NORTHWEST TIP OF
 HN0116'SANDSTONE BASE OF A MESA, 30 FT SOUTH OF A 20 INCH JUNIPER TREE, 22
 HN0116'FT NORTH OF BASE OF A CLIFF AND SET IN THE TOP OF SLOPING BASE OF
 HN0116'CLIFF. A STANDARD USBR BRASS.
 HN0116
 HN0116                          STATION RECOVERY (1982)
 HN0116
 HN0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0116'OLJETO, 2.6 MI SOUTHEAST OF, ABOUT 2.6 MILE SOUTHEAST ALONG A DIRT
 HN0116'ROAD FROM THE TRADING POST AT OLJETO, 280 YD SOUTHEAST OF A HOUSE,
 HN0116'100 YD SOUTHWEST OF ROAD, 70 YD EAST OF THE NORTHWEST TIP OF
 HN0116'SANDSTONE BASE OF A MESA, 30 FT SOUTH OF A 20 INCH JUNIPER TREE, 22
 HN0116'FT NORTH OF BASE OF A CLIFF AND SET IN THE TOP OF SLOPING BASE OF
 HN0116'CLIFF. A STANDARD USBR BRASS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0268 ***********************************************************************
 JN0268  DESIGNATION -  S 30
 JN0268  PID         -  JN0268
 JN0268  STATE/COUNTY-  UT/SEVIER
 JN0268  COUNTRY     -  US
 JN0268  USGS QUAD   -  SIGURD (2017)
 JN0268
 JN0268                         *CURRENT SURVEY CONTROL
 JN0268  ______________________________________________________________________
 JN0268* NAD 83(1986) POSITION- 38 46 20.     (N) 111 55 45.     (W)   SCALED
 JN0268* NAVD 88 ORTHO HEIGHT -  1856.257 (meters)     6090.07  (feet) ADJUSTED
 JN0268  ______________________________________________________________________
 JN0268  GEOID HEIGHT    -        -18.535 (meters)                     GEOID18
 JN0268  DYNAMIC HEIGHT  -       1854.198 (meters)     6083.31  (feet) COMP
 JN0268  MODELED GRAVITY -    979,453.7   (mgal)                       NAVD 88
 JN0268
 JN0268  VERT ORDER      -  FIRST     CLASS II
 JN0268
 JN0268.The horizontal coordinates were scaled from a map and have
 JN0268.an estimated accuracy of +/- 6 seconds.
 JN0268
 JN0268.The orthometric height was determined by differential leveling and
 JN0268.adjusted by the NATIONAL GEODETIC SURVEY
 JN0268.in June 1991.
 JN0268
 JN0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0268.GEOID18 height accuracy estimate available here.
 JN0268
 JN0268.Click photographs - Photos may exist for this station.
 JN0268
 JN0268.The dynamic height is computed by dividing the NAVD 88
 JN0268.geopotential number by the normal gravity value computed on the
 JN0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0268.degrees latitude (g = 980.6199 gals.).
 JN0268
 JN0268.The modeled gravity was interpolated from observed gravity values.
 JN0268
 JN0268;                    North         East    Units  Estimated Accuracy
 JN0268;SPC UT C     - 2,048,820.      462,700.      MT  (+/- 180 meters Scaled)
 JN0268
 JN0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH192919(NAD 83)
 JN0268
 JN0268                          SUPERSEDED SURVEY CONTROL
 JN0268
 JN0268  NGVD 29 (??/??/92) 1854.985  (m)         6085.90   (f) ADJ UNCH    1 2
 JN0268
 JN0268.Superseded values are not recommended for survey control.
 JN0268
 JN0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0268.See file dsdata.pdf to determine how the superseded data were derived.
 JN0268
 JN0268_MARKER: DB = BENCH MARK DISK
 JN0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0268_STAMPING: S 30 1934
 JN0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0268+STABILITY: SURFACE MOTION
 JN0268
 JN0268  HISTORY     - Date     Condition        Report By
 JN0268  HISTORY     - 1934     MONUMENTED       CGS
 JN0268  HISTORY     - 1966     GOOD             USGS
 JN0268
 JN0268                          STATION DESCRIPTION
 JN0268
 JN0268'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 JN0268'6.9 MI E FROM SIGURD.
 JN0268'6.9 MILES EAST ALONG STATE HIGHWAY 24 FROM THE DENVER AND RIO GRANDE
 JN0268'WESTERN RAILROAD STATION AT SIGURD, 1100 FEET NORTHWEST OF THE
 JN0268'JUNCTION OF STATE HIGHWAY 24 AND STATE HIGHWAY 119, 186 FEET NORTHWEST
 JN0268'OF THE JUNCTION OF STATE HIGHWAY 119 AND A DIM DIRT ROAD LEADING
 JN0268'NORTH, 51 FEET NORTH OF HIGHWAY 119, 33 FEET WEST OF THE DIRT ROAD,
 JN0268'AND SET IN THE TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0119 ***********************************************************************
 HN0119  DESIGNATION -  S 31
 HN0119  PID         -  HN0119
 HN0119  STATE/COUNTY-  UT/SAN JUAN
 HN0119  COUNTRY     -  US
 HN0119  USGS QUAD   -  OLJATO (2017)
 HN0119
 HN0119                         *CURRENT SURVEY CONTROL
 HN0119  ______________________________________________________________________
 HN0119* NAD 83(1986) POSITION- 37 02 10.8    (N) 110 19 05.5    (W)   HD_HELD2
 HN0119* NAVD 88 ORTHO HEIGHT -  1475.670 (meters)     4841.43  (feet) ADJUSTED
 HN0119  ______________________________________________________________________
 HN0119  GEOID HEIGHT    -        -21.224 (meters)                     GEOID18
 HN0119  DYNAMIC HEIGHT  -       1473.978 (meters)     4835.88  (feet) COMP
 HN0119  MODELED GRAVITY -    979,433.4   (mgal)                       NAVD 88
 HN0119
 HN0119  VERT ORDER      -  FIRST     CLASS II
 HN0119
 HN0119.The horizontal coordinates were established by autonomous hand held GPS
 HN0119.observations and have an estimated accuracy of +/- 10 meters.
 HN0119
 HN0119.The orthometric height was determined by differential leveling and
 HN0119.adjusted by the NATIONAL GEODETIC SURVEY
 HN0119.in June 1991.
 HN0119
 HN0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0119.GEOID18 height accuracy estimate available here.
 HN0119
 HN0119.Click photographs - Photos may exist for this station.
 HN0119
 HN0119.The dynamic height is computed by dividing the NAVD 88
 HN0119.geopotential number by the normal gravity value computed on the
 HN0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0119.degrees latitude (g = 980.6199 gals.).
 HN0119
 HN0119.The modeled gravity was interpolated from observed gravity values.
 HN0119
 HN0119;                    North         East    Units  Estimated Accuracy
 HN0119;SPC UT S     - 3,041,692.      605,145.      MT  (+/- 10 meters HH2 GPS)
 HN0119
 HN0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF6063599120(NAD 83)
 HN0119
 HN0119                          SUPERSEDED SURVEY CONTROL
 HN0119
 HN0119  NGVD 29 (??/??/92) 1474.756  (m)         4838.43   (f) ADJ UNCH    1 2
 HN0119
 HN0119.Superseded values are not recommended for survey control.
 HN0119
 HN0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0119.See file dsdata.pdf to determine how the superseded data were derived.
 HN0119
 HN0119_MARKER: DB = BENCH MARK DISK
 HN0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HN0119_SP_SET: BUILDING WALL
 HN0119_STAMPING: S 31 1946
 HN0119_MARK LOGO: BOR
 HN0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0119
 HN0119  HISTORY     - Date     Condition        Report By
 HN0119  HISTORY     - 1946     MONUMENTED       BOR
 HN0119  HISTORY     - 1962     GOOD             CGS
 HN0119
 HN0119                          STATION DESCRIPTION
 HN0119
 HN0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0119'IN OLJETO.
 HN0119'AT THE OLJETO TRADING POST, 18 FEET WEST OF THE SOUTHEAST CORNER OF
 HN0119'THE TRADING POST, 9 FEET EAST OF THE SOUTH ENTRANCE OF THE TRADING
 HN0119'POST, ABOUT 4 FEET ABOVE THE GROUND, AND SET VERTICALLY IN THE
 HN0119'SOUTHERLY STONE WALL OF THE MAIN BUILDING OF THE TRADING POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0258 ***********************************************************************
 JO0258  DESIGNATION -  S 31
 JO0258  PID         -  JO0258
 JO0258  STATE/COUNTY-  UT/MILLARD
 JO0258  COUNTRY     -  US
 JO0258  USGS QUAD   -  COVE FORT (2017)
 JO0258
 JO0258                         *CURRENT SURVEY CONTROL
 JO0258  ______________________________________________________________________
 JO0258* NAD 83(1986) POSITION- 38 36 11.06   (N) 112 31 06.31   (W)   HD_HELD1
 JO0258* NAVD 88 ORTHO HEIGHT -  2010.435 (meters)     6595.90  (feet) ADJUSTED
 JO0258  ______________________________________________________________________
 JO0258  GEOID HEIGHT    -        -19.352 (meters)                     GEOID18
 JO0258  DYNAMIC HEIGHT  -       2008.186 (meters)     6588.52  (feet) COMP
 JO0258  MODELED GRAVITY -    979,437.9   (mgal)                       NAVD 88
 JO0258
 JO0258  VERT ORDER      -  FIRST     CLASS II
 JO0258
 JO0258.The horizontal coordinates were determined by differentially corrected
 JO0258.hand held GPS observations or other comparable positioning techniques
 JO0258.and have an estimated accuracy of +/- 3 meters.
 JO0258
 JO0258.The orthometric height was determined by differential leveling and
 JO0258.adjusted by the NATIONAL GEODETIC SURVEY
 JO0258.in June 1991.
 JO0258
 JO0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0258.GEOID18 height accuracy estimate available here.
 JO0258
 JO0258.Click photographs - Photos may exist for this station.
 JO0258
 JO0258.The dynamic height is computed by dividing the NAVD 88
 JO0258.geopotential number by the normal gravity value computed on the
 JO0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0258.degrees latitude (g = 980.6199 gals.).
 JO0258
 JO0258.The modeled gravity was interpolated from observed gravity values.
 JO0258
 JO0258;                    North         East    Units  Estimated Accuracy
 JO0258;SPC UT C     - 2,030,453.0     411,277.8     MT  (+/- 3 meters HH1 GPS) 
 JO0258
 JO0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH6778273823(NAD 83)
 JO0258
 JO0258                          SUPERSEDED SURVEY CONTROL
 JO0258
 JO0258  NGVD 29 (??/??/92) 2009.164  (m)         6591.73   (f) ADJ UNCH    1 2
 JO0258
 JO0258.Superseded values are not recommended for survey control.
 JO0258
 JO0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0258.See file dsdata.pdf to determine how the superseded data were derived.
 JO0258
 JO0258_MARKER: DB = BENCH MARK DISK
 JO0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0258_STAMPING: S 31 1934
 JO0258_MARK LOGO: CGS
 JO0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0258+STABILITY: SURFACE MOTION
 JO0258
 JO0258  HISTORY     - Date     Condition        Report By
 JO0258  HISTORY     - 1934     MONUMENTED       CGS
 JO0258  HISTORY     - 1984     GOOD             USGS
 JO0258
 JO0258                          STATION DESCRIPTION
 JO0258
 JO0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0258'3.5 MI E FROM COVE FORT.
 JO0258'3.5 MILES EAST ALONG STATE HIGHWAY 13 FROM COVE FORT, MILLARD COUNTY,
 JO0258'450 FEET WEST OF A HIGHWAY SIGN, 21 FEET SOUTHWEST OF HIGHWAY STATION
 JO0258'19, AND 57 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 JO0258'DISK, STAMPED S 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JO0258
 JO0258                          STATION RECOVERY (1984)
 JO0258
 JO0258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JO0258'COVE FORT, 3.6 MILES EAST OF, COVE FORT, JCT. OF UTAH HIGHWAY 161 AND
 JO0258'OLD UTAH 13 (SERVICE ROAD) AND 3.6 MILES EAST ALONG SERVICE ROAD, .05
 JO0258'MILES EAST EAST OF A T-RD SOUTH, 53 FEET NORTH OF THE CENTER LINE OF
 JO0258'ROAD, A STANDARD DISK STAMPED 'S 31 1934' AND SET IN THE TOP OF A
 JO0258'CONCRETE POST PROJECTING 1.0 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0165 ***********************************************************************
 JO0165  DESIGNATION -  S 32
 JO0165  PID         -  JO0165
 JO0165  STATE/COUNTY-  UT/BEAVER
 JO0165  COUNTRY     -  US
 JO0165  USGS QUAD   -  MINERSVILLE (2017)
 JO0165
 JO0165                         *CURRENT SURVEY CONTROL
 JO0165  ______________________________________________________________________
 JO0165* NAD 83(1986) POSITION- 38 12 50.     (N) 112 52 43.     (W)   SCALED
 JO0165* NAVD 88 ORTHO HEIGHT -  1630.416 (meters)     5349.12  (feet) ADJUSTED
 JO0165  ______________________________________________________________________
 JO0165  GEOID HEIGHT    -        -20.675 (meters)                     GEOID18
 JO0165  DYNAMIC HEIGHT  -       1628.669 (meters)     5343.39  (feet) COMP
 JO0165  MODELED GRAVITY -    979,500.2   (mgal)                       NAVD 88
 JO0165
 JO0165  VERT ORDER      -  FIRST     CLASS II
 JO0165
 JO0165.The horizontal coordinates were scaled from a map and have
 JO0165.an estimated accuracy of +/- 6 seconds.
 JO0165
 JO0165.The orthometric height was determined by differential leveling and
 JO0165.adjusted by the NATIONAL GEODETIC SURVEY
 JO0165.in June 1991.
 JO0165
 JO0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0165.GEOID18 height accuracy estimate available here.
 JO0165
 JO0165.Click photographs - Photos may exist for this station.
 JO0165
 JO0165.The dynamic height is computed by dividing the NAVD 88
 JO0165.geopotential number by the normal gravity value computed on the
 JO0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0165.degrees latitude (g = 980.6199 gals.).
 JO0165
 JO0165.The modeled gravity was interpolated from observed gravity values.
 JO0165
 JO0165;                    North         East    Units  Estimated Accuracy
 JO0165;SPC UT S     - 3,172,610.      379,270.      MT  (+/- 180 meters Scaled)
 JO0165
 JO0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH355312(NAD 83)
 JO0165
 JO0165                          SUPERSEDED SURVEY CONTROL
 JO0165
 JO0165  NGVD 29 (??/??/92) 1629.336  (m)         5345.58   (f) ADJ UNCH    1 2
 JO0165
 JO0165.Superseded values are not recommended for survey control.
 JO0165
 JO0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0165.See file dsdata.pdf to determine how the superseded data were derived.
 JO0165
 JO0165_MARKER: DB = BENCH MARK DISK
 JO0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0165_STAMPING: S 32 1934
 JO0165_MARK LOGO: CGS
 JO0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0165+STABILITY: SURFACE MOTION
 JO0165
 JO0165  HISTORY     - Date     Condition        Report By
 JO0165  HISTORY     - 1934     MONUMENTED       CGS
 JO0165  HISTORY     - 1984     MARK NOT FOUND   NGS
 JO0165
 JO0165                          STATION DESCRIPTION
 JO0165
 JO0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0165'15.7 MI W FROM BEAVER.
 JO0165'15.7 MILES WEST ALONG STATE HIGHWAY 21 FROM THE COURTHOUSE AT BEAVER,
 JO0165'BEAVER COUNTY, 97 FEET SOUTH OF TWO COTTONWOOD TREES, 53 FEET SOUTH OF
 JO0165'THE CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTH OF THE FENCE.  A
 JO0165'STANDARD DISK, STAMPED S 32 1934 AND SET IN THE TOP OF A CONCRETE
 JO0165'POST.
 JO0165
 JO0165                          STATION RECOVERY (1984)
 JO0165
 JO0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0165'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0032 ***********************************************************************
 MS0032  DESIGNATION -  S 331
 MS0032  PID         -  MS0032
 MS0032  STATE/COUNTY-  UT/BOX ELDER
 MS0032  COUNTRY     -  US
 MS0032  USGS QUAD   -  HONEYVILLE (2017)
 MS0032
 MS0032                         *CURRENT SURVEY CONTROL
 MS0032  ______________________________________________________________________
 MS0032* NAD 83(1986) POSITION- 41 38 04.     (N) 112 05 00.     (W)   SCALED
 MS0032* NAVD 88 ORTHO HEIGHT -  1301.211 (meters)     4269.06  (feet) ADJUSTED
 MS0032  ______________________________________________________________________
 MS0032  GEOID HEIGHT    -        -15.878 (meters)                     GEOID18
 MS0032  DYNAMIC HEIGHT  -       1300.295 (meters)     4266.05  (feet) COMP
 MS0032  MODELED GRAVITY -    979,874.6   (mgal)                       NAVD 88
 MS0032
 MS0032  VERT ORDER      -  FIRST     CLASS II
 MS0032
 MS0032.The horizontal coordinates were scaled from a map and have
 MS0032.an estimated accuracy of +/- 6 seconds.
 MS0032
 MS0032.The orthometric height was determined by differential leveling and
 MS0032.adjusted by the NATIONAL GEODETIC SURVEY
 MS0032.in June 1991.
 MS0032
 MS0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0032.GEOID18 height accuracy estimate available here.
 MS0032
 MS0032.Click photographs - Photos may exist for this station.
 MS0032
 MS0032.The dynamic height is computed by dividing the NAVD 88
 MS0032.geopotential number by the normal gravity value computed on the
 MS0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0032.degrees latitude (g = 980.6199 gals.).
 MS0032
 MS0032.The modeled gravity was interpolated from observed gravity values.
 MS0032
 MS0032;                    North         East    Units  Estimated Accuracy
 MS0032;SPC UT N     - 1,144,660.      451,400.      MT  (+/- 180 meters Scaled)
 MS0032
 MS0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM097097(NAD 83)
 MS0032
 MS0032                          SUPERSEDED SURVEY CONTROL
 MS0032
 MS0032  NGVD 29 (??/??/92) 1300.19   (m)         4265.7    (f) COMPUTED    1 2
 MS0032
 MS0032.Superseded values are not recommended for survey control.
 MS0032
 MS0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0032.See file dsdata.pdf to determine how the superseded data were derived.
 MS0032
 MS0032_MARKER: DB = BENCH MARK DISK
 MS0032_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0032_SP_SET: CULVERT HEADWALL
 MS0032_STAMPING: S 331 1937
 MS0032_MARK LOGO: CGS
 MS0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0032+STABILITY: SURFACE MOTION
 MS0032
 MS0032  HISTORY     - Date     Condition        Report By
 MS0032  HISTORY     - 1937     MONUMENTED       CGS
 MS0032  HISTORY     - 1954     MARK NOT FOUND   USGS
 MS0032
 MS0032                          STATION DESCRIPTION
 MS0032
 MS0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 MS0032'IN HONEYVILLE.
 MS0032'IN BASE OF SEMAPHORE NO. 30.1.  20 FT. SOUTH OF CULVERT NO. 30.17. 70
 MS0032'FT. SOUTH OF SOUTH SWITCH STAND AT HONEYVILLE.  38 FT. NORTH OF R.R.
 MS0032'TOO HOUSES 10 FT. EAST OF CENTERLINE OF TRACK.  ABOUT 135 FT. SOUTH OF
 MS0032'A GRAVEL ROAD CROSSING, 7 POLES SOUTH OF RAILWAY STATION.
 MS0032
 MS0032                          STATION RECOVERY (1954)
 MS0032
 MS0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 MS0032'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0033 ***********************************************************************
 MS0033  DESIGNATION -  S 331 RESET
 MS0033  PID         -  MS0033
 MS0033  STATE/COUNTY-  UT/BOX ELDER
 MS0033  COUNTRY     -  US
 MS0033  USGS QUAD   -  HONEYVILLE (2017)
 MS0033
 MS0033                         *CURRENT SURVEY CONTROL
 MS0033  ______________________________________________________________________
 MS0033* NAD 83(1986) POSITION- 41 38 04.     (N) 112 05 00.     (W)   SCALED
 MS0033* NAVD 88 ORTHO HEIGHT -  1301.022 (meters)     4268.44  (feet) ADJUSTED
 MS0033  ______________________________________________________________________
 MS0033  GEOID HEIGHT    -        -15.878 (meters)                     GEOID18
 MS0033  DYNAMIC HEIGHT  -       1300.107 (meters)     4265.43  (feet) COMP
 MS0033  MODELED GRAVITY -    979,874.6   (mgal)                       NAVD 88
 MS0033  OBS GRAVITY     -    979,876.0   (mgal)                       GRAV_OBS
 MS0033
 MS0033  VERT ORDER      -  FIRST     CLASS I
 MS0033
 MS0033.The horizontal coordinates were scaled from a map and have
 MS0033.an estimated accuracy of +/- 6 seconds.
 MS0033
 MS0033.The orthometric height was determined by differential leveling and
 MS0033.adjusted by the NATIONAL GEODETIC SURVEY
 MS0033.in June 1991.
 MS0033
 MS0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0033.GEOID18 height accuracy estimate available here.
 MS0033
 MS0033.Click photographs - Photos may exist for this station.
 MS0033
 MS0033.The dynamic height is computed by dividing the NAVD 88
 MS0033.geopotential number by the normal gravity value computed on the
 MS0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0033.degrees latitude (g = 980.6199 gals.).
 MS0033
 MS0033.The modeled gravity was interpolated from observed gravity values.
 MS0033
 MS0033.The observed gravity was obtained from relative gravimeter ties
 MS0033.to the IGSN71 gravity network.
 MS0033
 MS0033;                    North         East    Units  Estimated Accuracy
 MS0033;SPC UT N     - 1,144,660.      451,400.      MT  (+/- 180 meters Scaled)
 MS0033
 MS0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM097097(NAD 83)
 MS0033
 MS0033                          SUPERSEDED SURVEY CONTROL
 MS0033
 MS0033  NGVD 29 (??/??/92) 1300.019  (m)         4265.15   (f) ADJ UNCH    1 1
 MS0033
 MS0033.Superseded values are not recommended for survey control.
 MS0033
 MS0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0033.See file dsdata.pdf to determine how the superseded data were derived.
 MS0033
 MS0033_MARKER: DB = BENCH MARK DISK
 MS0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0033_STAMPING: S 331 1937 RESET 1950
 MS0033_MARK LOGO: CGS
 MS0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0033+STABILITY: SURFACE MOTION
 MS0033
 MS0033  HISTORY     - Date     Condition        Report By
 MS0033  HISTORY     - 1950     MONUMENTED       UPRR
 MS0033  HISTORY     - 1967     GOOD             CGS
 MS0033
 MS0033                          STATION DESCRIPTION
 MS0033
 MS0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0033'IN HONEYVILLE.
 MS0033'AT HONEYVILLE, ALONG THE UNION PACIFIC RAILROAD, AT THE CROSSING OF A
 MS0033'COUNTY ROAD, 1 POLE NORTH AND ACROSS THE TRACK FROM MILEPOLE 30.25, AT
 MS0033'THE SOUTHEAST CORNER OF THE SECTION-HOUSE LAWN, 19.0 FEET WEST OF THE
 MS0033'WEST RAIL OF THE WEST SIDE TRACK, 53 1/2 FEET NORTH OF THE CENTER LINE
 MS0033'OF THE ROAD, 2 FEET NORTH OF POWER POLE 235, 6 FEET NORTH OF A FENCE
 MS0033'CORNER POST, 1.4 FEET WEST OF A FENCE, 1.4 FEET WEST OF A WITNESS
 MS0033'POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 MS0033'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0634 ***********************************************************************
 LO0634  DESIGNATION -  S 332
 LO0634  PID         -  LO0634
 LO0634  STATE/COUNTY-  UT/SALT LAKE
 LO0634  COUNTRY     -  US
 LO0634  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0634
 LO0634                         *CURRENT SURVEY CONTROL
 LO0634  ______________________________________________________________________
 LO0634* NAD 83(1986) POSITION- 40 46 26.     (N) 111 57 34.     (W)   SCALED
 LO0634* NAVD 88 ORTHO HEIGHT -  1287.442 (meters)     4223.88  (feet) ADJUSTED
 LO0634  ______________________________________________________________________
 LO0634  GEOID HEIGHT    -        -17.051 (meters)                     GEOID18
 LO0634  DYNAMIC HEIGHT  -       1286.426 (meters)     4220.55  (feet) COMP
 LO0634  MODELED GRAVITY -    979,791.4   (mgal)                       NAVD 88
 LO0634
 LO0634  VERT ORDER      -  SECOND    CLASS 0
 LO0634
 LO0634.This mark is at Salt Lake City Airport (SLC)
 LO0634
 LO0634.The horizontal coordinates were scaled from a map and have
 LO0634.an estimated accuracy of +/- 6 seconds.
 LO0634
 LO0634.The orthometric height was determined by differential leveling and
 LO0634.adjusted by the NATIONAL GEODETIC SURVEY
 LO0634.in June 1991.
 LO0634
 LO0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0634.GEOID18 height accuracy estimate available here.
 LO0634
 LO0634.Click photographs - Photos may exist for this station.
 LO0634
 LO0634.The dynamic height is computed by dividing the NAVD 88
 LO0634.geopotential number by the normal gravity value computed on the
 LO0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0634.degrees latitude (g = 980.6199 gals.).
 LO0634
 LO0634.The modeled gravity was interpolated from observed gravity values.
 LO0634
 LO0634;                    North         East    Units  Estimated Accuracy
 LO0634;SPC UT C     - 2,271,060.      461,210.      MT  (+/- 180 meters Scaled)
 LO0634
 LO0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL190140(NAD 83)
 LO0634
 LO0634                          SUPERSEDED SURVEY CONTROL
 LO0634
 LO0634  NGVD 29 (??/??/92) 1286.504  (m)         4220.81   (f) ADJ UNCH    2 0
 LO0634
 LO0634.Superseded values are not recommended for survey control.
 LO0634
 LO0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0634.See file dsdata.pdf to determine how the superseded data were derived.
 LO0634
 LO0634_MARKER: DB = BENCH MARK DISK
 LO0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0634_STAMPING: S 332 1945
 LO0634_MARK LOGO: CGS
 LO0634_PROJECTION: PROJECTING 12 CENTIMETERS
 LO0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0634+STABILITY: SURFACE MOTION
 LO0634
 LO0634  HISTORY     - Date     Condition        Report By
 LO0634  HISTORY     - 1945     MONUMENTED       CGS
 LO0634  HISTORY     - 1960     GOOD             CGS
 LO0634  HISTORY     - 1966     GOOD             CGS
 LO0634
 LO0634                          STATION DESCRIPTION
 LO0634
 LO0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LO0634'IN SALT LAKE CITY.
 LO0634'AT SALT LAKE CITY AIRPORT NO. 1, SALT LAKE COUNTY, 21.5 FEET NORTHWEST
 LO0634'OF THE NORTHWEST CORNER OF THE CONTROL TOWER AND ADMINISTRATION
 LO0634'BUILDING, 9.3 FEET EAST OF THE EAST POST OF THE NORTH GATE, AND 2.3
 LO0634'FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED S 332 1945 AND SET
 LO0634'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 LO0634'NOTE-- WHICH HOUSES A DINING ROOM, HAS BEEN ADDED TO THE
 LO0634'ADMINISTRATION BUILDING ON THE NORTHEAST.  THE BENCH MARK IS NOW 2
 LO0634'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE DINING ROOM ADDITION. A
 LO0634'THIRD-ORDER CHECK RUN WAS MADE FROM B.M.T. 332 TO B. M. S 332 WHICH
 LO0634'CLOSED WITHOUT ERROR.
 LO0634
 LO0634                          STATION RECOVERY (1966)
 LO0634
 LO0634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LO0634'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0589 ***********************************************************************
 LP0589  DESIGNATION -  S 334
 LP0589  PID         -  LP0589
 LP0589  STATE/COUNTY-  UT/TOOELE
 LP0589  COUNTRY     -  US
 LP0589  USGS QUAD   -  CAMELS BACK RIDGE NE (2017)
 LP0589
 LP0589                         *CURRENT SURVEY CONTROL
 LP0589  ______________________________________________________________________
 LP0589* NAD 83(1986) POSITION- 40 08 57.     (N) 112 52 05.     (W)   SCALED
 LP0589* NAVD 88 ORTHO HEIGHT -  1334.879 (meters)     4379.52  (feet) ADJUSTED
 LP0589  ______________________________________________________________________
 LP0589  GEOID HEIGHT    -        -18.479 (meters)                     GEOID18
 LP0589  DYNAMIC HEIGHT  -       1333.774 (meters)     4375.89  (feet) COMP
 LP0589  MODELED GRAVITY -    979,752.0   (mgal)                       NAVD 88
 LP0589
 LP0589  VERT ORDER      -  SECOND    CLASS I
 LP0589
 LP0589.The horizontal coordinates were scaled from a map and have
 LP0589.an estimated accuracy of +/- 6 seconds.
 LP0589
 LP0589.The orthometric height was determined by differential leveling and
 LP0589.adjusted by the NATIONAL GEODETIC SURVEY
 LP0589.in June 1991.
 LP0589
 LP0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0589.GEOID18 height accuracy estimate available here.
 LP0589
 LP0589.Click photographs - Photos may exist for this station.
 LP0589
 LP0589.The dynamic height is computed by dividing the NAVD 88
 LP0589.geopotential number by the normal gravity value computed on the
 LP0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0589.degrees latitude (g = 980.6199 gals.).
 LP0589
 LP0589.The modeled gravity was interpolated from observed gravity values.
 LP0589
 LP0589;                    North         East    Units  Estimated Accuracy
 LP0589;SPC UT C     - 2,202,480.      383,450.      MT  (+/- 180 meters Scaled)
 LP0589
 LP0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK408459(NAD 83)
 LP0589
 LP0589                          SUPERSEDED SURVEY CONTROL
 LP0589
 LP0589  NGVD 29 (??/??/92) 1333.83   (m)         4376.1    (f) COMPUTED    2 1
 LP0589
 LP0589.Superseded values are not recommended for survey control.
 LP0589
 LP0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0589.See file dsdata.pdf to determine how the superseded data were derived.
 LP0589
 LP0589_MARKER: DB = BENCH MARK DISK
 LP0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0589_STAMPING: S 334 1951
 LP0589_MARK LOGO: CGS
 LP0589_PROJECTION: PROJECTING 5 CENTIMETERS
 LP0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0589+STABILITY: SURFACE MOTION
 LP0589
 LP0589  HISTORY     - Date     Condition        Report By
 LP0589  HISTORY     - 1951     MONUMENTED       CGS
 LP0589  HISTORY     - 19890501 MARK NOT FOUND   USGS
 LP0589
 LP0589                          STATION DESCRIPTION
 LP0589
 LP0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LP0589'16.1 KM (10.00 MI) SW FROM DUGWAY.
 LP0589'10.0 MILES SOUTHWEST OF DUGWAY, ALONG THE DUGWAY-EUREKA HIGHWAY, 3.6
 LP0589'MILES SOUTHEAST OF ROAD INTERSECTION AT EAST GATE TO DUGWAY PROVING
 LP0589'GROUNDS, ABOUT 69 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 LP0589'3 FEET NORTHEAST OF A 4X4 INCH WITNESS POST PAINTED WHITE.
 LP0589
 LP0589                          STATION RECOVERY (1989)
 LP0589
 LP0589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (RGB)
 LP0589'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0450 ***********************************************************************
 MS0450  DESIGNATION -  S 337
 MS0450  PID         -  MS0450
 MS0450  STATE/COUNTY-  UT/BOX ELDER
 MS0450  COUNTRY     -  US
 MS0450  USGS QUAD   -  DRY CANYON MOUNTAIN (2017)
 MS0450
 MS0450                         *CURRENT SURVEY CONTROL
 MS0450  ______________________________________________________________________
 MS0450* NAD 83(1986) POSITION- 41 49 04.     (N) 113 54 37.     (W)   SCALED
 MS0450* NAVD 88 ORTHO HEIGHT -  1801.974 (meters)     5911.98  (feet) ADJUSTED
 MS0450  ______________________________________________________________________
 MS0450  GEOID HEIGHT    -        -15.220 (meters)                     GEOID18
 MS0450  DYNAMIC HEIGHT  -       1800.601 (meters)     5907.47  (feet) COMP
 MS0450  MODELED GRAVITY -    979,796.5   (mgal)                       NAVD 88
 MS0450
 MS0450  VERT ORDER      -  SECOND    CLASS 0
 MS0450
 MS0450.The horizontal coordinates were scaled from a map and have
 MS0450.an estimated accuracy of +/- 6 seconds.
 MS0450
 MS0450.The orthometric height was determined by differential leveling and
 MS0450.adjusted by the NATIONAL GEODETIC SURVEY
 MS0450.in June 1991.
 MS0450
 MS0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0450.GEOID18 height accuracy estimate available here.
 MS0450
 MS0450.Click photographs - Photos may exist for this station.
 MS0450
 MS0450.The dynamic height is computed by dividing the NAVD 88
 MS0450.geopotential number by the normal gravity value computed on the
 MS0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0450.degrees latitude (g = 980.6199 gals.).
 MS0450
 MS0450.The modeled gravity was interpolated from observed gravity values.
 MS0450
 MS0450;                    North         East    Units  Estimated Accuracy
 MS0450;SPC UT N     - 1,167,630.      299,760.      MT  (+/- 180 meters Scaled)
 MS0450
 MS0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM582336(NAD 83)
 MS0450
 MS0450                          SUPERSEDED SURVEY CONTROL
 MS0450
 MS0450  NGVD 29 (??/??/92) 1800.802  (m)         5908.13   (f) ADJ UNCH    2 0
 MS0450
 MS0450.Superseded values are not recommended for survey control.
 MS0450
 MS0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0450.See file dsdata.pdf to determine how the superseded data were derived.
 MS0450
 MS0450_MARKER: DB = BENCH MARK DISK
 MS0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0450_STAMPING: S 337 1951
 MS0450_MARK LOGO: CGS
 MS0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0450+STABILITY: SURFACE MOTION
 MS0450
 MS0450  HISTORY     - Date     Condition        Report By
 MS0450  HISTORY     - 1951     MONUMENTED       CGS
 MS0450
 MS0450                          STATION DESCRIPTION
 MS0450
 MS0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MS0450'9.7 MI N FROM GROUSE CREEK.
 MS0450'3.4 MILES NORTH, 6.3 MILES NORTHWEST, 0.5 MILE SOUTHEAST OF THE Y
 MS0450'JUNCTION OF A TRACK ROAD WHICH LEADS SOUTHWEST AT THE SUMMIT OF A
 MS0450'GRADE, 0.2 MILE NORTHWEST OF A PROMINENT SHARP CURVE, 200 FEET
 MS0450'NORTHWEST OF THE APPROXIMATE CENTER OF A SMALL DRAIN AT A POINT WHERE
 MS0450'IT CROSSES THE ROAD, 24 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 MS0450'3.4 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE
 MS0450'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 MS0450'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JP0004 ***********************************************************************
 JP0004  DESIGNATION -  S 34
 JP0004  PID         -  JP0004
 JP0004  STATE/COUNTY-  UT/MILLARD
 JP0004  COUNTRY     -  US
 JP0004  USGS QUAD   -  GARRISON (2017)
 JP0004
 JP0004                         *CURRENT SURVEY CONTROL
 JP0004  ______________________________________________________________________
 JP0004* NAD 83(1986) POSITION- 38 56 03.     (N) 114 01 58.     (W)   SCALED
 JP0004* NAVD 88 ORTHO HEIGHT -  1608.478 (meters)     5277.15  (feet) ADJUSTED
 JP0004  ______________________________________________________________________
 JP0004  GEOID HEIGHT    -        -20.654 (meters)                     GEOID18
 JP0004  DYNAMIC HEIGHT  -       1606.852 (meters)     5271.81  (feet) COMP
 JP0004  MODELED GRAVITY -    979,560.1   (mgal)                       NAVD 88
 JP0004
 JP0004  VERT ORDER      -  FIRST     CLASS II
 JP0004
 JP0004.The horizontal coordinates were scaled from a map and have
 JP0004.an estimated accuracy of +/- 6 seconds.
 JP0004
 JP0004.The orthometric height was determined by differential leveling and
 JP0004.adjusted by the NATIONAL GEODETIC SURVEY
 JP0004.in June 1991.
 JP0004
 JP0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 JP0004.GEOID18 height accuracy estimate available here.
 JP0004
 JP0004.Click photographs - Photos may exist for this station.
 JP0004
 JP0004.The dynamic height is computed by dividing the NAVD 88
 JP0004.geopotential number by the normal gravity value computed on the
 JP0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0004.degrees latitude (g = 980.6199 gals.).
 JP0004
 JP0004.The modeled gravity was interpolated from observed gravity values.
 JP0004
 JP0004;                    North         East    Units  Estimated Accuracy
 JP0004;SPC UT C     - 2,069,820.      280,420.      MT  (+/- 180 meters Scaled)
 JP0004
 JP0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD571136(NAD 83)
 JP0004
 JP0004                          SUPERSEDED SURVEY CONTROL
 JP0004
 JP0004  NGVD 29 (??/??/92) 1607.35   (m)         5273.4    (f) COMPUTED    1 2
 JP0004
 JP0004.Superseded values are not recommended for survey control.
 JP0004
 JP0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0004.See file dsdata.pdf to determine how the superseded data were derived.
 JP0004
 JP0004_MARKER: DB = BENCH MARK DISK
 JP0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0004_STAMPING: S 34 1934
 JP0004_MARK LOGO: CGS
 JP0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0004+STABILITY: SURFACE MOTION
 JP0004
 JP0004  HISTORY     - Date     Condition        Report By
 JP0004  HISTORY     - 1934     MONUMENTED       CGS
 JP0004  HISTORY     - 1971     MARK NOT FOUND   USGS
 JP0004  HISTORY     - 1984     MARK NOT FOUND   NGS
 JP0004
 JP0004                          STATION DESCRIPTION
 JP0004
 JP0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0004'IN GARRISON.
 JP0004'AT GARRISON, MILLARD COUNTY, ON STATE HIGHWAY 21, 160 FEET NORTHEAST
 JP0004'OF THE POST OFFICE, 135 FEET NORTHEAST OF THE HECKETHORN MERCANTILE
 JP0004'CO. STORE, 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 JP0004'WEST OF THE FENCE.  A STANDARD DISK, STAMPED S 34 1934 AND SET IN THE
 JP0004'TOP OF A CONCRETE POST.
 JP0004
 JP0004                          STATION RECOVERY (1971)
 JP0004
 JP0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JP0004'MARK NOT FOUND.
 JP0004
 JP0004                          STATION RECOVERY (1984)
 JP0004
 JP0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JP0004'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0240 ***********************************************************************
 KO0240  DESIGNATION -  S 35
 KO0240  PID         -  KO0240
 KO0240  STATE/COUNTY-  UT/MILLARD
 KO0240  COUNTRY     -  US
 KO0240  USGS QUAD   -  HINCKLEY (2017)
 KO0240
 KO0240                         *CURRENT SURVEY CONTROL
 KO0240  ______________________________________________________________________
 KO0240* NAD 83(1986) POSITION- 39 18 58.     (N) 112 43 36.     (W)   SCALED
 KO0240* NAVD 88 ORTHO HEIGHT -  1394.854 (meters)     4576.28  (feet) ADJUSTED
 KO0240  ______________________________________________________________________
 KO0240  GEOID HEIGHT    -        -19.845 (meters)                     GEOID18
 KO0240  DYNAMIC HEIGHT  -       1393.559 (meters)     4572.03  (feet) COMP
 KO0240  MODELED GRAVITY -    979,650.9   (mgal)                       NAVD 88
 KO0240
 KO0240  VERT ORDER      -  SECOND    CLASS 0
 KO0240
 KO0240.The horizontal coordinates were scaled from a map and have
 KO0240.an estimated accuracy of +/- 6 seconds.
 KO0240
 KO0240.The orthometric height was determined by differential leveling and
 KO0240.adjusted by the NATIONAL GEODETIC SURVEY
 KO0240.in June 1991.
 KO0240
 KO0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0240.GEOID18 height accuracy estimate available here.
 KO0240
 KO0240.Click photographs - Photos may exist for this station.
 KO0240
 KO0240.The dynamic height is computed by dividing the NAVD 88
 KO0240.geopotential number by the normal gravity value computed on the
 KO0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0240.degrees latitude (g = 980.6199 gals.).
 KO0240
 KO0240.The modeled gravity was interpolated from observed gravity values.
 KO0240
 KO0240;                    North         East    Units  Estimated Accuracy
 KO0240;SPC UT C     - 2,109,830.      394,220.      MT  (+/- 180 meters Scaled)
 KO0240
 KO0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ511532(NAD 83)
 KO0240
 KO0240                          SUPERSEDED SURVEY CONTROL
 KO0240
 KO0240  NGVD 29 (??/??/92) 1393.760  (m)         4572.69   (f) ADJ UNCH    2 0
 KO0240
 KO0240.Superseded values are not recommended for survey control.
 KO0240
 KO0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0240.See file dsdata.pdf to determine how the superseded data were derived.
 KO0240
 KO0240_MARKER: DB = BENCH MARK DISK
 KO0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0240_STAMPING: S 35 1934
 KO0240_MARK LOGO: CGS
 KO0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0240+STABILITY: SURFACE MOTION
 KO0240
 KO0240  HISTORY     - Date     Condition        Report By
 KO0240  HISTORY     - 1934     MONUMENTED       CGS
 KO0240
 KO0240                          STATION DESCRIPTION
 KO0240
 KO0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0240'2.0 MI W FROM HINCKLEY.
 KO0240'2.0 MILES WEST ALONG U.S. HIGHWAY 6 FROM HINCKLEY, MILLARD COUNTY, 120
 KO0240'FEET SOUTH OF THE SOUTH BANK OF A LARGE DRAINAGE CANAL, AT THE EAST
 KO0240'EDGE OF A DIM WAGON ROAD LEADING SOUTH, AND 66 FEET SOUTH OF THE
 KO0240'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED S 35 1934 AND
 KO0240'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0297 ***********************************************************************
 HO0297  DESIGNATION -  S 359
 HO0297  PID         -  HO0297
 HO0297  STATE/COUNTY-  UT/WASHINGTON
 HO0297  COUNTRY     -  US
 HO0297  USGS QUAD   -  SAINT GEORGE (2017)
 HO0297
 HO0297                         *CURRENT SURVEY CONTROL
 HO0297  ______________________________________________________________________
 HO0297* NAD 83(1986) POSITION- 37 05 10.     (N) 113 33 24.     (W)   SCALED
 HO0297* NAVD 88 ORTHO HEIGHT -   783.043 (meters)     2569.03  (feet) POSTED
 HO0297  ______________________________________________________________________
 HO0297  GEOID HEIGHT    -        -24.550 (meters)                     GEOID18
 HO0297  DYNAMIC HEIGHT  -        782.26  (meters)     2566.5   (feet) COMP
 HO0297  MODELED GRAVITY -    979,606.2   (mgal)                       NAVD 88
 HO0297
 HO0297  VERT ORDER      -  * POSTED, SEE BELOW
 HO0297
 HO0297.The horizontal coordinates were scaled from a map and have
 HO0297.an estimated accuracy of +/- 6 seconds.
 HO0297
 HO0297.The orthometric height was determined by differential leveling
 HO0297.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0297
 HO0297.* This is a POSTED BENCH MARK height.
 HO0297
 HO0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0297.GEOID18 height accuracy estimate available here.
 HO0297
 HO0297.Click photographs - Photos may exist for this station.
 HO0297
 HO0297.The dynamic height is computed by dividing the NAVD 88
 HO0297.geopotential number by the normal gravity value computed on the
 HO0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0297.degrees latitude (g = 980.6199 gals.).
 HO0297
 HO0297.The modeled gravity was interpolated from observed gravity values.
 HO0297
 HO0297;                    North         East    Units  Estimated Accuracy
 HO0297;SPC UT S     - 3,048,560.      317,150.      MT  (+/- 180 meters Scaled)
 HO0297
 HO0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG727074(NAD 83)
 HO0297
 HO0297                          SUPERSEDED SURVEY CONTROL
 HO0297
 HO0297  NGVD 29 (??/??/92)  782.214  (m)         2566.31   (f) ADJ UNCH    2 0
 HO0297
 HO0297.Superseded values are not recommended for survey control.
 HO0297
 HO0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0297.See file dsdata.pdf to determine how the superseded data were derived.
 HO0297
 HO0297_MARKER: DB = BENCH MARK DISK
 HO0297_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HO0297_SP_SET: ABUTMENT
 HO0297_STAMPING: S 359 1960
 HO0297_MARK LOGO: CGS
 HO0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0297
 HO0297  HISTORY     - Date     Condition        Report By
 HO0297  HISTORY     - 1960     MONUMENTED       CGS
 HO0297
 HO0297                          STATION DESCRIPTION
 HO0297
 HO0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HO0297'2.8 MI SE FROM ST GEORGE.
 HO0297'0.8 MILES EAST OF THE POST OFFICE IN ST. GEORGE, UTAH, ON TABERNACLE
 HO0297'STREET, THENCE 2.0 MILES SOUTHEAST ON BLACKTOP ROAD TO THE VIRGIN
 HO0297'RIVER TO THE MARK, SET IN A DRILL HOLE IN THE ABUTMENT 6 INCHES SOUTH
 HO0297'OF THE NORTH END OF THE WEST ABUTMENT OF THE NEW RIVER BRIDGE OVER THE
 HO0297'VIRGIN RIVER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0350 ***********************************************************************
 HO0350  DESIGNATION -  S 364
 HO0350  PID         -  HO0350
 HO0350  STATE/COUNTY-  UT/WASHINGTON
 HO0350  COUNTRY     -  US
 HO0350  USGS QUAD   -  HARRISBURG JUNCTION (2017)
 HO0350
 HO0350                         *CURRENT SURVEY CONTROL
 HO0350  ______________________________________________________________________
 HO0350* NAD 83(1986) POSITION- 37 08 32.     (N) 113 27 37.     (W)   SCALED
 HO0350* NAVD 88 ORTHO HEIGHT -   888.680 (meters)     2915.61  (feet) ADJUSTED
 HO0350  ______________________________________________________________________
 HO0350  GEOID HEIGHT    -        -24.222 (meters)                     GEOID18
 HO0350  DYNAMIC HEIGHT  -        887.774 (meters)     2912.64  (feet) COMP
 HO0350  MODELED GRAVITY -    979,581.6   (mgal)                       NAVD 88
 HO0350  OBS GRAVITY     -    979,584.0   (mgal)                       GRAV_OBS
 HO0350
 HO0350  VERT ORDER      -  FIRST     CLASS II
 HO0350
 HO0350.The horizontal coordinates were scaled from a map and have
 HO0350.an estimated accuracy of +/- 6 seconds.
 HO0350
 HO0350.The orthometric height was determined by differential leveling and
 HO0350.adjusted by the NATIONAL GEODETIC SURVEY
 HO0350.in June 1991.
 HO0350
 HO0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0350.GEOID18 height accuracy estimate available here.
 HO0350
 HO0350.Click photographs - Photos may exist for this station.
 HO0350
 HO0350.The dynamic height is computed by dividing the NAVD 88
 HO0350.geopotential number by the normal gravity value computed on the
 HO0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0350.degrees latitude (g = 980.6199 gals.).
 HO0350
 HO0350.The modeled gravity was interpolated from observed gravity values.
 HO0350
 HO0350.The observed gravity was obtained from relative gravimeter ties
 HO0350.to the IGSN71 gravity network.
 HO0350
 HO0350;                    North         East    Units  Estimated Accuracy
 HO0350;SPC UT S     - 3,054,600.      325,850.      MT  (+/- 180 meters Scaled)
 HO0350
 HO0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG814134(NAD 83)
 HO0350
 HO0350                          SUPERSEDED SURVEY CONTROL
 HO0350
 HO0350.No superseded survey control is available for this station.
 HO0350
 HO0350_MARKER: I = METAL ROD
 HO0350_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0350_STAMPING: S 364 1982
 HO0350_MARK LOGO: NGS
 HO0350_PROJECTION: FLUSH
 HO0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0350_ROD/PIPE-DEPTH: 6.1 meters
 HO0350
 HO0350  HISTORY     - Date     Condition        Report By
 HO0350  HISTORY     - 1982     MONUMENTED       NGS
 HO0350
 HO0350                          STATION DESCRIPTION
 HO0350
 HO0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0350'5.3 KM (3.3 MI) NE FROM WASHINGTON.
 HO0350'5.35 KM (3.35 MI) NORTHEAST ALONG OLD US HIGHWAY 91 FROM THE OLD
 HO0350'BRIDGE OVER FACTORY CREEK IN WASHINGTON, IN THE NORTHEAST CORNER OF A
 HO0350'DIRT ROAD LEADING NORTH TO JONES RANCH, 3.05 KM (1.9 MI) SOUTHWEST OF
 HO0350'THE INTERSECTION OF STATE HIGHWAY 9, 0.25 KM (0.15 MI) SOUTHWEST OF
 HO0350'THE Y JUNCTION OF A PAVED ROAD LEADING SOUTHWEST, 12.2 METERS (40 FT)
 HO0350'NORTHWEST OF THE HIGHWAY CENTERLINE, 20.7 METERS (68 FT) EAST OF THE
 HO0350'ROAD CENTER, 11.3 METERS (37 FT) NORTHEAST OF AN UNDERGROUND TELEPHONE
 HO0350'CABLE JUNCTION BOX.
 HO0350'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 HO0350'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0375 ***********************************************************************
 HO0375  DESIGNATION -  S 365
 HO0375  PID         -  HO0375
 HO0375  STATE/COUNTY-  UT/WASHINGTON
 HO0375  COUNTRY     -  US
 HO0375  USGS QUAD   -  JARVIS PEAK (2017)
 HO0375
 HO0375                         *CURRENT SURVEY CONTROL
 HO0375  ______________________________________________________________________
 HO0375* NAD 83(1986) POSITION- 37 07 12.58   (N) 113 49 02.08   (W)   HD_HELD1
 HO0375* NAVD 88 ORTHO HEIGHT -  1360.566 (meters)     4463.79  (feet) ADJUSTED
 HO0375  ______________________________________________________________________
 HO0375  GEOID HEIGHT    -        -24.538 (meters)                     GEOID18
 HO0375  DYNAMIC HEIGHT  -       1359.085 (meters)     4458.93  (feet) COMP
 HO0375  MODELED GRAVITY -    979,494.7   (mgal)                       NAVD 88
 HO0375
 HO0375  VERT ORDER      -  FIRST     CLASS II
 HO0375
 HO0375.The horizontal coordinates were determined by differentially corrected
 HO0375.hand held GPS observations or other comparable positioning techniques
 HO0375.and have an estimated accuracy of +/- 3 meters.
 HO0375
 HO0375.The orthometric height was determined by differential leveling and
 HO0375.adjusted by the NATIONAL GEODETIC SURVEY
 HO0375.in June 1991.
 HO0375
 HO0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0375.GEOID18 height accuracy estimate available here.
 HO0375
 HO0375.Click photographs - Photos may exist for this station.
 HO0375
 HO0375.The dynamic height is computed by dividing the NAVD 88
 HO0375.geopotential number by the normal gravity value computed on the
 HO0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0375.degrees latitude (g = 980.6199 gals.).
 HO0375
 HO0375.The modeled gravity was interpolated from observed gravity values.
 HO0375
 HO0375;                    North         East    Units  Estimated Accuracy
 HO0375;SPC UT S     - 3,052,881.9     294,080.6     MT  (+/- 3 meters HH1 GPS) 
 HO0375
 HO0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG4970011917(NAD 83)
 HO0375
 HO0375                          SUPERSEDED SURVEY CONTROL
 HO0375
 HO0375.No superseded survey control is available for this station.
 HO0375
 HO0375_MARKER: I = METAL ROD
 HO0375_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0375_STAMPING: S 365 1982
 HO0375_MARK LOGO: NGS
 HO0375_PROJECTION: FLUSH
 HO0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0375+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2012
 HO0375_ROD/PIPE-DEPTH: 1.5 meters
 HO0375
 HO0375  HISTORY     - Date     Condition        Report By
 HO0375  HISTORY     - 1982     MONUMENTED       NGS
 HO0375  HISTORY     - 20120112 GOOD             GEOCAC
 HO0375
 HO0375                          STATION DESCRIPTION
 HO0375
 HO0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0375'22.0 KM (13.7 MI) WEST FROM SANTA CLARA.
 HO0375'22.05 KM (13.75 MI) WEST ALONG OLD US HIGHWAY 91 FROM THE CHURCH OF
 HO0375'LATTER DAY SAINTS IN SANTA CLARA, AT THE NORTH END OF A LOW ALLUVIAL
 HO0375'CUT, 2.2 KM (1.35 MI) NORTH OF THE UTAH HILL SUMMIT, 0.65 KM (0.4 MI)
 HO0375'SOUTH OF MILEPOST 9, 15.1 METERS (49.5 FT) EAST OF THE HIGHWAY
 HO0375'CENTERLINE, 68.9 METERS (226 FT) SOUTH OF THE EAST END OF A 18 INCH
 HO0375'CORRUGATED METAL PIPE CULVERT, 56.1 METERS (184 FT) SOUTHWEST OF THE
 HO0375'SOUTHWEST CORNER OF A STOCK CORRAL, 4.2 METERS (14 FT) SOUTH OF A Y
 HO0375'JUNCTION FENCE POST FOR A FENCE LEADING NORTHEAST, 0.35 METER (1.2 FT)
 HO0375'WEST OF THE RIGHT OF WAY FENCE.
 HO0375'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 HO0375'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 HO0375
 HO0375                          STATION RECOVERY (2012)
 HO0375
 HO0375'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 HO0375'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0413 ***********************************************************************
 HO0413  DESIGNATION -  S 366
 HO0413  PID         -  HO0413
 HO0413  STATE/COUNTY-  UT/WASHINGTON
 HO0413  COUNTRY     -  US
 HO0413  USGS QUAD   -  SPRINGDALE WEST (2017)
 HO0413
 HO0413                         *CURRENT SURVEY CONTROL
 HO0413  ______________________________________________________________________
 HO0413* NAD 83(1986) POSITION- 37 09 46.     (N) 113 01 23.     (W)   SCALED
 HO0413* NAVD 88 ORTHO HEIGHT -  1150.468 (meters)     3774.49  (feet) ADJUSTED
 HO0413  ______________________________________________________________________
 HO0413  GEOID HEIGHT    -        -22.716 (meters)                     GEOID18
 HO0413  DYNAMIC HEIGHT  -       1149.224 (meters)     3770.41  (feet) COMP
 HO0413  MODELED GRAVITY -    979,510.6   (mgal)                       NAVD 88
 HO0413
 HO0413  VERT ORDER      -  FIRST     CLASS II
 HO0413
 HO0413.The horizontal coordinates were scaled from a map and have
 HO0413.an estimated accuracy of +/- 6 seconds.
 HO0413
 HO0413.The orthometric height was determined by differential leveling and
 HO0413.adjusted by the NATIONAL GEODETIC SURVEY
 HO0413.in June 1991.
 HO0413
 HO0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0413.GEOID18 height accuracy estimate available here.
 HO0413
 HO0413.Click photographs - Photos may exist for this station.
 HO0413
 HO0413.The dynamic height is computed by dividing the NAVD 88
 HO0413.geopotential number by the normal gravity value computed on the
 HO0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0413.degrees latitude (g = 980.6199 gals.).
 HO0413
 HO0413.The modeled gravity was interpolated from observed gravity values.
 HO0413
 HO0413;                    North         East    Units  Estimated Accuracy
 HO0413;SPC UT S     - 3,056,160.      364,720.      MT  (+/- 180 meters Scaled)
 HO0413
 HO0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG203148(NAD 83)
 HO0413
 HO0413                          SUPERSEDED SURVEY CONTROL
 HO0413
 HO0413.No superseded survey control is available for this station.
 HO0413
 HO0413_MARKER: DV = VERTICAL CONTROL DISK
 HO0413_SETTING: 66 = SET IN ROCK OUTCROP
 HO0413_STAMPING: S 366 1982
 HO0413_MARK LOGO: NGS
 HO0413_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0413+STABILITY: POSITION/ELEVATION WELL
 HO0413
 HO0413  HISTORY     - Date     Condition        Report By
 HO0413  HISTORY     - 1982     MONUMENTED       NGS
 HO0413
 HO0413                          STATION DESCRIPTION
 HO0413
 HO0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0413'1.8 KM (1.1 MI) EAST FROM ROCKVILLE.
 HO0413'1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF LATTER
 HO0413'DAY SAINTS IN ROCKVILLE, VERTICALLY IN THE RED SANDSTONE OUTCROP ON
 HO0413'THE OUTSIDE OF THE SOUTHEAST END OF A HIGHWAY CURVE, 0.4 KM (0.25 MI)
 HO0413'WEST OF MILEPOST 29, 11.0 METERS (36 FT) NORTHEAST OF THE HIGHWAY
 HO0413'CENTERLINE, 11.3 METERS (37 FT) NORTHWEST OF AN 18-INCH CORRUGATED
 HO0413'METAL SEWER VENT PIPE PROJECTING 3 FEET ABOVE THE SURFACE OF THE
 HO0413'GROUND, 7.4 METERS (24.5 FT) NORTHWEST OF A SEWER MANHOLE COVER,
 HO0413'1.2 METERS (4 FT) ABOVE THE GROUND.
 HO0413'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0438 ***********************************************************************
 HO0438  DESIGNATION -  S 367
 HO0438  PID         -  HO0438
 HO0438  STATE/COUNTY-  UT/KANE
 HO0438  COUNTRY     -  US
 HO0438  USGS QUAD   -  MOUNT CARMEL (2017)
 HO0438
 HO0438                         *CURRENT SURVEY CONTROL
 HO0438  ______________________________________________________________________
 HO0438* NAD 83(1986) POSITION- 37 12 38.     (N) 112 41 04.     (W)   SCALED
 HO0438* NAVD 88 ORTHO HEIGHT -  1604.975 (meters)     5265.66  (feet) ADJUSTED
 HO0438  ______________________________________________________________________
 HO0438  GEOID HEIGHT    -        -21.866 (meters)                     GEOID18
 HO0438  DYNAMIC HEIGHT  -       1603.105 (meters)     5259.52  (feet) COMP
 HO0438  MODELED GRAVITY -    979,409.3   (mgal)                       NAVD 88
 HO0438
 HO0438  VERT ORDER      -  FIRST     CLASS II
 HO0438
 HO0438.The horizontal coordinates were scaled from a map and have
 HO0438.an estimated accuracy of +/- 6 seconds.
 HO0438
 HO0438.The orthometric height was determined by differential leveling and
 HO0438.adjusted by the NATIONAL GEODETIC SURVEY
 HO0438.in June 1991.
 HO0438
 HO0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0438.GEOID18 height accuracy estimate available here.
 HO0438
 HO0438.Click photographs - Photos may exist for this station.
 HO0438
 HO0438.The dynamic height is computed by dividing the NAVD 88
 HO0438.geopotential number by the normal gravity value computed on the
 HO0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0438.degrees latitude (g = 980.6199 gals.).
 HO0438
 HO0438.The modeled gravity was interpolated from observed gravity values.
 HO0438
 HO0438;                    North         East    Units  Estimated Accuracy
 HO0438;SPC UT S     - 3,061,030.      394,870.      MT  (+/- 180 meters Scaled)
 HO0438
 HO0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG505195(NAD 83)
 HO0438
 HO0438                          SUPERSEDED SURVEY CONTROL
 HO0438
 HO0438.No superseded survey control is available for this station.
 HO0438
 HO0438_MARKER: DV = VERTICAL CONTROL DISK
 HO0438_SETTING: 66 = SET IN ROCK OUTCROP
 HO0438_STAMPING: S 367 1983
 HO0438_MARK LOGO: NGS
 HO0438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0438+STABILITY: POSITION/ELEVATION WELL
 HO0438
 HO0438  HISTORY     - Date     Condition        Report By
 HO0438  HISTORY     - 1983     MONUMENTED       NGS
 HO0438
 HO0438                          STATION DESCRIPTION
 HO0438
 HO0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0438'25.4 KM (15.8 MI) NORTH FROM KANAB.
 HO0438'25.4 KM (15.8 MI) NORTH ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER
 HO0438'DAY SAINTS IN KANAB, IN TOP OF THE NORTH END OF A 2.5- BY 4.5-FOOT
 HO0438'FLAT TOP LIMESTONE OUTCROP PROJECTING 2 INCHES ABOVE THE SURFACE OF
 HO0438'THE GROUND AND ON THE TOP OF THE SOUTH END OF A LOW ROCK CUT.  1.45 KM
 HO0438'(0.9 MI) SOUTH OF THE JUNCTION OF STATE HIGHWAY 9, 0.55 KM (0.35 MI)
 HO0438'SOUTH OF MILEPOST 81, 12.8 METERS (42 FT) WEST OF THE HIGHWAY
 HO0438'CENTERLINE, 10.3 METERS (34 FT) NORTH-NORTHWEST OF THE NORTH END OF A
 HO0438'STEEL GUARDRAIL, 0.35 METER (1.2 FT) EAST OF THE WEST EDGE OF THE
 HO0438'OUTCROP.
 HO0438'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 HO0438'THE MARK IS 0.15 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0389 ***********************************************************************
 JO0389  DESIGNATION -  S 368
 JO0389  PID         -  JO0389
 JO0389  STATE/COUNTY-  UT/BEAVER
 JO0389  COUNTRY     -  US
 JO0389  USGS QUAD   -  CAVE CANYON (2017)
 JO0389
 JO0389                         *CURRENT SURVEY CONTROL
 JO0389  ______________________________________________________________________
 JO0389* NAD 83(1986) POSITION- 38 20 51.     (N) 112 58 55.     (W)   SCALED
 JO0389* NAVD 88 ORTHO HEIGHT -  1532.664 (meters)     5028.42  (feet) ADJUSTED
 JO0389  ______________________________________________________________________
 JO0389  GEOID HEIGHT    -        -20.917 (meters)                     GEOID18
 JO0389  DYNAMIC HEIGHT  -       1531.048 (meters)     5023.11  (feet) COMP
 JO0389  MODELED GRAVITY -    979,520.9   (mgal)                       NAVD 88
 JO0389
 JO0389  VERT ORDER      -  FIRST     CLASS II
 JO0389
 JO0389.The horizontal coordinates were scaled from a map and have
 JO0389.an estimated accuracy of +/- 6 seconds.
 JO0389
 JO0389.The orthometric height was determined by differential leveling and
 JO0389.adjusted by the NATIONAL GEODETIC SURVEY
 JO0389.in June 1991.
 JO0389
 JO0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0389.GEOID18 height accuracy estimate available here.
 JO0389
 JO0389.Click photographs - Photos may exist for this station.
 JO0389
 JO0389.The dynamic height is computed by dividing the NAVD 88
 JO0389.geopotential number by the normal gravity value computed on the
 JO0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0389.degrees latitude (g = 980.6199 gals.).
 JO0389
 JO0389.The modeled gravity was interpolated from observed gravity values.
 JO0389
 JO0389;                    North         East    Units  Estimated Accuracy
 JO0389;SPC UT S     - 3,187,580.      370,460.      MT  (+/- 180 meters Scaled)
 JO0389
 JO0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH268462(NAD 83)
 JO0389
 JO0389                          SUPERSEDED SURVEY CONTROL
 JO0389
 JO0389.No superseded survey control is available for this station.
 JO0389
 JO0389_MARKER: I = METAL ROD
 JO0389_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0389_STAMPING: S 368 1984
 JO0389_MARK LOGO: NGS
 JO0389_PROJECTION: FLUSH
 JO0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0389_ROD/PIPE-DEPTH: 8.2 meters
 JO0389
 JO0389  HISTORY     - Date     Condition        Report By
 JO0389  HISTORY     - 1984     MONUMENTED       NGS
 JO0389
 JO0389                          STATION DESCRIPTION
 JO0389
 JO0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0389'5.7 KM (3.5 MI) SE FROM MILFORD.
 JO0389'5.72 KM (3.55 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0389'OFFICE AT MILFORD, AT THE ENTRANCE TO A PLOWED FIELD, AT AN OFFSET IN
 JO0389'THE RIGHT OF WAY FENCE, 0.73 KM (0.45 MI) SOUTHEAST OF A POWER LINE
 JO0389'CROSSING, 0.19 KM (0.12 MI) NORTHWEST OF THE T JUNCTION OF A DIRT ROAD
 JO0389'LEADING WEST, 0.48 KM (0.30 MI) NORTHWEST OF MILEPOST 81, 31.7 METERS
 JO0389'(104 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 29.3 METERS (96 FT)
 JO0389'NORTHWEST OF THE NORTHWEST GATE POST FOR A WIRE GATE AND 0.8 METER
 JO0389'(2.5 FT) WEST OF THE FENCE.
 JO0389'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 JO0389'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0458 ***********************************************************************
 HO0458  DESIGNATION -  S 369
 HO0458  PID         -  HO0458
 HO0458  STATE/COUNTY-  UT/IRON
 HO0458  COUNTRY     -  US
 HO0458  USGS QUAD   -  ENOCH NE (2017)
 HO0458
 HO0458                         *CURRENT SURVEY CONTROL
 HO0458  ______________________________________________________________________
 HO0458* NAD 83(1986) POSITION- 37 57 38.     (N) 113 00 32.     (W)   SCALED
 HO0458* NAVD 88 ORTHO HEIGHT -  1779.591 (meters)     5838.54  (feet) ADJUSTED
 HO0458  ______________________________________________________________________
 HO0458  GEOID HEIGHT    -        -21.448 (meters)                     GEOID18
 HO0458  DYNAMIC HEIGHT  -       1777.565 (meters)     5831.89  (feet) COMP
 HO0458  MODELED GRAVITY -    979,427.8   (mgal)                       NAVD 88
 HO0458  OBS GRAVITY     -    979,425.8   (mgal)                       GRAV_OBS
 HO0458
 HO0458  VERT ORDER      -  FIRST     CLASS II
 HO0458
 HO0458.The horizontal coordinates were scaled from a map and have
 HO0458.an estimated accuracy of +/- 6 seconds.
 HO0458
 HO0458.The orthometric height was determined by differential leveling and
 HO0458.adjusted by the NATIONAL GEODETIC SURVEY
 HO0458.in June 1991.
 HO0458
 HO0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0458.GEOID18 height accuracy estimate available here.
 HO0458
 HO0458.Click photographs - Photos may exist for this station.
 HO0458
 HO0458.The dynamic height is computed by dividing the NAVD 88
 HO0458.geopotential number by the normal gravity value computed on the
 HO0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0458.degrees latitude (g = 980.6199 gals.).
 HO0458
 HO0458.The modeled gravity was interpolated from observed gravity values.
 HO0458
 HO0458.The observed gravity was obtained from relative gravimeter ties
 HO0458.to the IGSN71 gravity network.
 HO0458
 HO0458;                    North         East    Units  Estimated Accuracy
 HO0458;SPC UT S     - 3,144,670.      367,410.      MT  (+/- 180 meters Scaled)
 HO0458
 HO0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH235033(NAD 83)
 HO0458
 HO0458                          SUPERSEDED SURVEY CONTROL
 HO0458
 HO0458.No superseded survey control is available for this station.
 HO0458
 HO0458_MARKER: I = METAL ROD
 HO0458_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HO0458+WITH SETTING: INFORMATION.
 HO0458_STAMPING: S 369 1984
 HO0458_MARK LOGO: NGS
 HO0458_PROJECTION: FLUSH
 HO0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0458_ROD/PIPE-DEPTH: 2.4 meters
 HO0458
 HO0458  HISTORY     - Date     Condition        Report By
 HO0458  HISTORY     - 1984     MONUMENTED       NGS
 HO0458
 HO0458                          STATION DESCRIPTION
 HO0458
 HO0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0458'31.2 KM (19.4 MI) SOUTH FROM MINERSVILLE.
 HO0458'31.21 KM (19.45 MI) SOUTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 HO0458'AT MINERSVILLE, IN THE NORTHWEST CORNER OF THE T JUNCTION OF A TRACK
 HO0458'ROAD LEADING NORTHWEST AND ON THE INSIDE OF A CURVE, 0.96 KM (0.60 MI)
 HO0458'NORTHEAST OF MILEPOST 22, 24.1 METERS (79 FT) NORTHWEST OF THE HIGHWAY
 HO0458'CENTERLINE AND 12.5 METERS (41 FT) NORTHEAST OF THE CENTER OF THE
 HO0458'TRACK ROAD.
 HO0458'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 HO0458'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0066 ***********************************************************************
 JO0066  DESIGNATION -  S 37
 JO0066  PID         -  JO0066
 JO0066  STATE/COUNTY-  UT/PIUTE
 JO0066  COUNTRY     -  US
 JO0066  USGS QUAD   -  MARYSVALE (2017)
 JO0066
 JO0066                         *CURRENT SURVEY CONTROL
 JO0066  ______________________________________________________________________
 JO0066* NAD 83(1986) POSITION- 38 29 31.     (N) 112 14 56.     (W)   SCALED
 JO0066* NAVD 88 ORTHO HEIGHT -  1770.807 (meters)     5809.72  (feet) ADJUSTED
 JO0066  ______________________________________________________________________
 JO0066  GEOID HEIGHT    -        -19.138 (meters)                     GEOID18
 JO0066  DYNAMIC HEIGHT  -       1768.749 (meters)     5802.97  (feet) COMP
 JO0066  MODELED GRAVITY -    979,405.6   (mgal)                       NAVD 88
 JO0066
 JO0066  VERT ORDER      -  SECOND    CLASS 0
 JO0066
 JO0066.The horizontal coordinates were scaled from a map and have
 JO0066.an estimated accuracy of +/- 6 seconds.
 JO0066
 JO0066.The orthometric height was determined by differential leveling and
 JO0066.adjusted by the NATIONAL GEODETIC SURVEY
 JO0066.in June 1991.
 JO0066
 JO0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0066.GEOID18 height accuracy estimate available here.
 JO0066
 JO0066.Click photographs - Photos may exist for this station.
 JO0066
 JO0066.The dynamic height is computed by dividing the NAVD 88
 JO0066.geopotential number by the normal gravity value computed on the
 JO0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0066.degrees latitude (g = 980.6199 gals.).
 JO0066
 JO0066.The modeled gravity was interpolated from observed gravity values.
 JO0066
 JO0066;                    North         East    Units  Estimated Accuracy
 JO0066;SPC UT S     - 3,202,850.      434,660.      MT  (+/- 180 meters Scaled)
 JO0066
 JO0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH910611(NAD 83)
 JO0066
 JO0066                          SUPERSEDED SURVEY CONTROL
 JO0066
 JO0066  NGVD 29 (??/??/92) 1769.474  (m)         5805.35   (f) ADJ UNCH    2 0
 JO0066
 JO0066.Superseded values are not recommended for survey control.
 JO0066
 JO0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0066.See file dsdata.pdf to determine how the superseded data were derived.
 JO0066
 JO0066_MARKER: DB = BENCH MARK DISK
 JO0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0066_STAMPING: S 37 1934
 JO0066_MARK LOGO: CGS
 JO0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0066+STABILITY: SURFACE MOTION
 JO0066
 JO0066  HISTORY     - Date     Condition        Report By
 JO0066  HISTORY     - 1934     MONUMENTED       CGS
 JO0066  HISTORY     - 1975     MARK NOT FOUND   USGS
 JO0066
 JO0066                          STATION DESCRIPTION
 JO0066
 JO0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0066'3.4 MI N FROM MARYSVALE.
 JO0066'ABOUT 3.4 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JO0066'FROM THE STATION AT MARYSVALE, PIUTE COUNTY, ABOUT 70 FEET WEST OF THE
 JO0066'SOUTH END OF BRIDGE 128 A OVER SEVIER RIVER, ABOUT 60 FEET SOUTH OF
 JO0066'THE SOUTH BANK OF THE RIVER, 45 FEET EAST OF THE CENTER LINE OF U.S.
 JO0066'HIGHWAY 89, AND 76 FEET WEST OF THE CENTER LINE OF THE TRACK. A
 JO0066'STANDARD DISK, STAMPED S 37 1934 AND SET IN THE TOP OF A CONCRETE
 JO0066'POST.
 JO0066
 JO0066                          STATION RECOVERY (1975)
 JO0066
 JO0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0066'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0570 ***********************************************************************
 MR0570  DESIGNATION -  S 370
 MR0570  PID         -  MR0570
 MR0570  STATE/COUNTY-  UT/SUMMIT
 MR0570  COUNTRY     -  US
 MR0570  USGS QUAD   -  DEVILS SLIDE (2017)
 MR0570
 MR0570                         *CURRENT SURVEY CONTROL
 MR0570  ______________________________________________________________________
 MR0570* NAD 83(1986) POSITION- 41 02 31.     (N) 111 31 08.     (W)   SCALED
 MR0570* NAVD 88 ORTHO HEIGHT -  1610.323 (meters)     5283.20  (feet) ADJUSTED
 MR0570  ______________________________________________________________________
 MR0570  GEOID HEIGHT    -        -16.094 (meters)                     GEOID18
 MR0570  DYNAMIC HEIGHT  -       1608.926 (meters)     5278.62  (feet) COMP
 MR0570  MODELED GRAVITY -    979,700.9   (mgal)                       NAVD 88
 MR0570
 MR0570  VERT ORDER      -  FIRST     CLASS II
 MR0570
 MR0570.The horizontal coordinates were scaled from a map and have
 MR0570.an estimated accuracy of +/- 6 seconds.
 MR0570
 MR0570.The orthometric height was determined by differential leveling and
 MR0570.adjusted by the NATIONAL GEODETIC SURVEY
 MR0570.in June 1991.
 MR0570
 MR0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0570.GEOID18 height accuracy estimate available here.
 MR0570
 MR0570.Click photographs - Photos may exist for this station.
 MR0570
 MR0570.The dynamic height is computed by dividing the NAVD 88
 MR0570.geopotential number by the normal gravity value computed on the
 MR0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0570.degrees latitude (g = 980.6199 gals.).
 MR0570
 MR0570.The modeled gravity was interpolated from observed gravity values.
 MR0570
 MR0570;                    North         East    Units  Estimated Accuracy
 MR0570;SPC UT N     - 1,078,690.      498,410.      MT  (+/- 180 meters Scaled)
 MR0570
 MR0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL563435(NAD 83)
 MR0570
 MR0570                          SUPERSEDED SURVEY CONTROL
 MR0570
 MR0570  NGVD 29 (06/08/92) 1609.155  (m)         5279.37   (f) ADJUSTED    1 2
 MR0570
 MR0570.Superseded values are not recommended for survey control.
 MR0570
 MR0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0570.See file dsdata.pdf to determine how the superseded data were derived.
 MR0570
 MR0570_MARKER: DB = BENCH MARK DISK
 MR0570_SETTING: 66 = SET IN ROCK OUTCROP
 MR0570_STAMPING: S 370 1983
 MR0570_MARK LOGO: NGS
 MR0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0570
 MR0570  HISTORY     - Date     Condition        Report By
 MR0570  HISTORY     - 1983     MONUMENTED       NGS
 MR0570
 MR0570                          STATION DESCRIPTION
 MR0570
 MR0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0570'3.1 KM (1.95 MI) SE FROM DEVILS SLIDE.
 MR0570'3.1 KM (1.95 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0570'THE STATION IN DEVILS SLIDE, IN THE SOUTHWEST END OF A 3 BY 3 FT
 MR0570'EXPOSED AREA OF OUTCROPPING BEDROCK, 134.1 METERS (440.0 FT) SOUTHWEST
 MR0570'OF THE NEAR 21.0 METERS (68.9 FT) NORTHEAST OF THE CENTERLINE OF THE
 MR0570'NORTHWEST BOUND LANES OF INTERSTATE HIGHWAY 84, 12.0 METERS (39.4 FT)
 MR0570'SOUTHWEST OF A UTILITY POLE, 11.8 METERS (38.7 FT) SOUTHWEST OF A
 MR0570'FENCE, AND 8.5 METERS (27.9 FT) NORTH OF INTERSTATE HIGHWAY 84
 MR0570'MILEPOST 113.
 MR0570'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MR0570'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0510 ***********************************************************************
 MR0510  DESIGNATION -  S 371
 MR0510  PID         -  MR0510
 MR0510  STATE/COUNTY-  UT/DAVIS
 MR0510  COUNTRY     -  US
 MR0510  USGS QUAD   -  OGDEN (2017)
 MR0510
 MR0510                         *CURRENT SURVEY CONTROL
 MR0510  ______________________________________________________________________
 MR0510* NAD 83(1986) POSITION- 41 08 46.1    (N) 111 58 41.1    (W)   HD_HELD2
 MR0510* NAVD 88 ORTHO HEIGHT -  1350.905 (meters)     4432.09  (feet) ADJUSTED
 MR0510  ______________________________________________________________________
 MR0510  GEOID HEIGHT    -        -16.771 (meters)                     GEOID18
 MR0510  DYNAMIC HEIGHT  -       1349.845 (meters)     4428.62  (feet) COMP
 MR0510  MODELED GRAVITY -    979,793.1   (mgal)                       NAVD 88
 MR0510
 MR0510  VERT ORDER      -  FIRST     CLASS II
 MR0510
 MR0510.The horizontal coordinates were established by autonomous hand held GPS
 MR0510.observations and have an estimated accuracy of +/- 10 meters.
 MR0510
 MR0510.The orthometric height was determined by differential leveling and
 MR0510.adjusted by the NATIONAL GEODETIC SURVEY
 MR0510.in June 1991.
 MR0510
 MR0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0510.GEOID18 height accuracy estimate available here.
 MR0510
 MR0510.Click photographs - Photos may exist for this station.
 MR0510
 MR0510.The dynamic height is computed by dividing the NAVD 88
 MR0510.geopotential number by the normal gravity value computed on the
 MR0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0510.degrees latitude (g = 980.6199 gals.).
 MR0510
 MR0510.The modeled gravity was interpolated from observed gravity values.
 MR0510
 MR0510;                    North         East    Units  Estimated Accuracy
 MR0510;SPC UT N     - 1,090,372.      459,867.      MT  (+/- 10 meters HH2 GPS)
 MR0510
 MR0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1792355441(NAD 83)
 MR0510
 MR0510                          SUPERSEDED SURVEY CONTROL
 MR0510
 MR0510.No superseded survey control is available for this station.
 MR0510
 MR0510_MARKER: I = METAL ROD
 MR0510_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0510_STAMPING: S 371 1983
 MR0510_MARK LOGO: NGS
 MR0510_PROJECTION: FLUSH
 MR0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MR0510+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2013
 MR0510_ROD/PIPE-DEPTH: 9.8 meters
 MR0510
 MR0510  HISTORY     - Date     Condition        Report By
 MR0510  HISTORY     - 1983     MONUMENTED       NGS
 MR0510  HISTORY     - 20131101 GOOD             GEOCAC
 MR0510
 MR0510                          STATION DESCRIPTION
 MR0510
 MR0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0510'10.7 KM (6.65 MI) SOUTH FROM OGDEN.
 MR0510'4.6 KM (2.85 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0510'STATION AT OGDEN, THENCE 1.2 KM (0.75 MI) SOUTHWESTERLY ALONG STATE
 MR0510'HIGHWAY 26, THENCE 4.9 KM (3.05 MI) SOUTHERLY ALONG STATE HIGHWAY 60,
 MR0510'AT THE JUNCTION OF 6650 SOUTH STREET, 20.0 METERS (65.6 FT) SOUTH OF
 MR0510'THE CENTER OF THE STREET, 7.9 METERS (25.9 FT) NORTHEAST OF THE
 MR0510'CENTERLINE OF THE HIGHWAY, AND 6.5 METERS (21.3 FT) SOUTHEAST OF A
 MR0510'UTILITY POLE AND FENCE CORNER.  NOTE= ACCESS TO THE DATUM POINT IS
 MR0510'THROUGH A 5-INCH LOGO CAP.
 MR0510'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 MR0510'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 MR0510
 MR0510                          STATION RECOVERY (2013)
 MR0510
 MR0510'RECOVERY NOTE BY GEOCACHING 2013 (BRB)
 MR0510'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0381 ***********************************************************************
 HM0381  DESIGNATION -  S 373
 HM0381  PID         -  HM0381
 HM0381  STATE/COUNTY-  UT/SAN JUAN
 HM0381  COUNTRY     -  US
 HM0381  USGS QUAD   -  MEXICAN HAT (2017)
 HM0381
 HM0381                         *CURRENT SURVEY CONTROL
 HM0381  ______________________________________________________________________
 HM0381* NAD 83(1986) POSITION- 37 08 48.     (N) 109 52 24.     (W)   SCALED
 HM0381* NAVD 88 ORTHO HEIGHT -  1300.359 (meters)     4266.26  (feet) ADJUSTED
 HM0381  ______________________________________________________________________
 HM0381  GEOID HEIGHT    -        -21.023 (meters)                     GEOID18
 HM0381  DYNAMIC HEIGHT  -       1298.923 (meters)     4261.55  (feet) COMP
 HM0381  MODELED GRAVITY -    979,481.6   (mgal)                       NAVD 88
 HM0381
 HM0381  VERT ORDER      -  FIRST     CLASS II
 HM0381
 HM0381.The horizontal coordinates were scaled from a map and have
 HM0381.an estimated accuracy of +/- 6 seconds.
 HM0381
 HM0381.The orthometric height was determined by differential leveling and
 HM0381.adjusted by the NATIONAL GEODETIC SURVEY
 HM0381.in June 1991.
 HM0381
 HM0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0381.GEOID18 height accuracy estimate available here.
 HM0381
 HM0381.Click photographs - Photos may exist for this station.
 HM0381
 HM0381.The dynamic height is computed by dividing the NAVD 88
 HM0381.geopotential number by the normal gravity value computed on the
 HM0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0381.degrees latitude (g = 980.6199 gals.).
 HM0381
 HM0381.The modeled gravity was interpolated from observed gravity values.
 HM0381
 HM0381;                    North         East    Units  Estimated Accuracy
 HM0381;SPC UT S     - 3,054,530.      644,510.      MT  (+/- 180 meters Scaled)
 HM0381
 HM0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG000117(NAD 83)
 HM0381
 HM0381                          SUPERSEDED SURVEY CONTROL
 HM0381
 HM0381.No superseded survey control is available for this station.
 HM0381
 HM0381_MARKER: DV = VERTICAL CONTROL DISK
 HM0381_SETTING: 66 = SET IN ROCK OUTCROP
 HM0381_STAMPING: S 373 1983
 HM0381_MARK LOGO: NGS
 HM0381_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0381+STABILITY: POSITION/ELEVATION WELL
 HM0381
 HM0381  HISTORY     - Date     Condition        Report By
 HM0381  HISTORY     - 1983     MONUMENTED       NGS
 HM0381
 HM0381                          STATION DESCRIPTION
 HM0381
 HM0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0381'1.4 KM (0.85 MI) SW FROM MEXICAN HAT.
 HM0381'1.4 KM (0.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0381'OFFICE IN MEXICAN HAT, 0.7 KM (0.45 MI) SOUTHWEST OF THE SOUTHWEST END
 HM0381'OF A BRIDGE OVER THE SAN JUAN RIVER, IN THE CENTER OF THE WESTERN 1/4
 HM0381'OF A 12- BY 12-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 30.0 METERS
 HM0381'(98.4 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A CLIFF, 16.4 METERS
 HM0381'(53.8 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.5 METER
 HM0381'(1.6 FT) EAST OF THE WEST EDGE OF THE BEDROCK.
 HM0381'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 HM0381'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0470 ***********************************************************************
 HM0470  DESIGNATION -  S 374
 HM0470  PID         -  HM0470
 HM0470  STATE/COUNTY-  UT/SAN JUAN
 HM0470  COUNTRY     -  US
 HM0470  USGS QUAD   -  MCCRACKEN SPRING (2017)
 HM0470
 HM0470                         *CURRENT SURVEY CONTROL
 HM0470  ______________________________________________________________________
 HM0470* NAD 83(1986) POSITION- 37 24 17.     (N) 109 16 30.     (W)   SCALED
 HM0470* NAVD 88 ORTHO HEIGHT -  1486.809 (meters)     4877.97  (feet) ADJUSTED
 HM0470  ______________________________________________________________________
 HM0470  GEOID HEIGHT    -        -20.596 (meters)                     GEOID18
 HM0470  DYNAMIC HEIGHT  -       1485.130 (meters)     4872.46  (feet) COMP
 HM0470  MODELED GRAVITY -    979,449.6   (mgal)                       NAVD 88
 HM0470
 HM0470  VERT ORDER      -  FIRST     CLASS II
 HM0470
 HM0470.The horizontal coordinates were scaled from a map and have
 HM0470.an estimated accuracy of +/- 6 seconds.
 HM0470
 HM0470.The orthometric height was determined by differential leveling and
 HM0470.adjusted by the NATIONAL GEODETIC SURVEY
 HM0470.in June 1991.
 HM0470
 HM0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0470.GEOID18 height accuracy estimate available here.
 HM0470
 HM0470.Click photographs - Photos may exist for this station.
 HM0470
 HM0470.The dynamic height is computed by dividing the NAVD 88
 HM0470.geopotential number by the normal gravity value computed on the
 HM0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0470.degrees latitude (g = 980.6199 gals.).
 HM0470
 HM0470.The modeled gravity was interpolated from observed gravity values.
 HM0470
 HM0470;                    North         East    Units  Estimated Accuracy
 HM0470;SPC UT S     - 3,084,260.      696,970.      MT  (+/- 180 meters Scaled)
 HM0470
 HM0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG526411(NAD 83)
 HM0470
 HM0470                          SUPERSEDED SURVEY CONTROL
 HM0470
 HM0470.No superseded survey control is available for this station.
 HM0470
 HM0470_MARKER: DV = VERTICAL CONTROL DISK
 HM0470_SETTING: 66 = SET IN ROCK OUTCROP
 HM0470_STAMPING: S 374 1984
 HM0470_MARK LOGO: NGS
 HM0470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0470+STABILITY: POSITION/ELEVATION WELL
 HM0470
 HM0470  HISTORY     - Date     Condition        Report By
 HM0470  HISTORY     - 1984     MONUMENTED       NGS
 HM0470
 HM0470                          STATION DESCRIPTION
 HM0470
 HM0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0470'37.2 KM (23.1 MI) NE FROM BLUFF.
 HM0470'18.2 KM (11.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0470'OFFICE IN BLUFF, THENCE 13.5 KM (8.4 MI) EASTERLY ALONG STATE HIGHWAY
 HM0470'262, THENCE 5.5 KM (3.4 MI) SOUTHEASTERLY ALONG A PAVED ROAD, IN AN
 HM0470'EXPOSED AREA OF BEDROCK IN A ROAD CUT, 14.0 METERS (45.9 FT) NORTHWEST
 HM0470'OF THE SOUTHEAST END OF THE CUT, AND 7.5 METERS (24.6 FT) SOUTHWEST OF
 HM0470'THE CENTER OF THE ROAD.
 HM0470'THE MARK IS 03 METERS  SE FROM A WITNESS POST.
 HM0470'THE MARK IS 1.6 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0507 ***********************************************************************
 LN0507  DESIGNATION -  S 374
 LN0507  PID         -  LN0507
 LN0507  STATE/COUNTY-  UT/UINTAH
 LN0507  COUNTRY     -  US
 LN0507  USGS QUAD   -  VERNAL NE (2017)
 LN0507
 LN0507                         *CURRENT SURVEY CONTROL
 LN0507  ______________________________________________________________________
 LN0507* NAD 83(1986) POSITION- 40 27 39.2    (N) 109 31 43.9    (W)   HD_HELD2
 LN0507* NAVD 88 ORTHO HEIGHT -  1622.391 (meters)     5322.79  (feet) ADJUSTED
 LN0507  ______________________________________________________________________
 LN0507  GEOID HEIGHT    -        -16.724 (meters)                     GEOID18
 LN0507  DYNAMIC HEIGHT  -       1620.898 (meters)     5317.90  (feet) COMP
 LN0507  MODELED GRAVITY -    979,648.8   (mgal)                       NAVD 88
 LN0507
 LN0507  VERT ORDER      -  FIRST     CLASS II
 LN0507
 LN0507.The horizontal coordinates were established by autonomous hand held GPS
 LN0507.observations and have an estimated accuracy of +/- 10 meters.
 LN0507
 LN0507.The orthometric height was determined by differential leveling and
 LN0507.adjusted by the NATIONAL GEODETIC SURVEY
 LN0507.in June 1991.
 LN0507
 LN0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0507.GEOID18 height accuracy estimate available here.
 LN0507
 LN0507.Click photographs - Photos may exist for this station.
 LN0507
 LN0507.The dynamic height is computed by dividing the NAVD 88
 LN0507.geopotential number by the normal gravity value computed on the
 LN0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0507.degrees latitude (g = 980.6199 gals.).
 LN0507
 LN0507.The modeled gravity was interpolated from observed gravity values.
 LN0507
 LN0507;                    North         East    Units  Estimated Accuracy
 LN0507;SPC UT C     - 2,238,046.      667,166.      MT  (+/- 10 meters HH2 GPS)
 LN0507
 LN0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK2472979952(NAD 83)
 LN0507
 LN0507                          SUPERSEDED SURVEY CONTROL
 LN0507
 LN0507.No superseded survey control is available for this station.
 LN0507
 LN0507_MARKER: I = METAL ROD
 LN0507_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0507+WITH SETTING: INFORMATION.
 LN0507_STAMPING: S 374 1984
 LN0507_MARK LOGO: NGS
 LN0507_PROJECTION: FLUSH
 LN0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0507+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2006
 LN0507_ROD/PIPE-DEPTH: 2.4 meters
 LN0507
 LN0507  HISTORY     - Date     Condition        Report By
 LN0507  HISTORY     - 1984     MONUMENTED       NGS
 LN0507  HISTORY     - 20060419 GOOD             INDIV
 LN0507
 LN0507                          STATION DESCRIPTION
 LN0507
 LN0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0507'IN VERNAL.
 LN0507'IN VERNAL, AT THE INTERSECTION OF 6TH NORTH STREET AND VERNAL AVENUE
 LN0507'(U.S. HIGHWAY 191), 23.6 M (77.4 FT) SOUTH OF THE CENTER OF THE STREET
 LN0507', 13.3 M (43.6 FT) NORTH OF THE CENTER OF A PRIVATE DRIVEWAY AT 567
 LN0507'VERNAL AVENUE, 7.4 M (24.3 FT) WEST OF THE CENTERLINE OF THE SOUTH
 LN0507'BOUND LANES OF THE HIGHWAY, 1.1 M (3.6 FT) EAST OF THE EAST EDGE OF A
 LN0507'SIDEWALK, AND 0.9 M (3.0 FT) NORTH OF UTILITY POLE NUMBER 65.
 LN0507'NOTE=REFUSAL WAS REACHED AT 8.0 FT.  ACCESS TO THE DATUM POINT IS
 LN0507'THROUGH A 5-INCH LOGO CAP.
 LN0507'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LN0507
 LN0507                          STATION RECOVERY (2006)
 LN0507
 LN0507'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RCW)
 LN0507'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0491 ***********************************************************************
 HO0491  DESIGNATION -  S 375
 HO0491  PID         -  HO0491
 HO0491  STATE/COUNTY-  UT/WASHINGTON
 HO0491  COUNTRY     -  US
 HO0491  USGS QUAD   -  KOLOB ARCH (2017)
 HO0491
 HO0491                         *CURRENT SURVEY CONTROL
 HO0491  ______________________________________________________________________
 HO0491* NAD 83(1986) POSITION- 37 27 49.     (N) 113 13 30.     (W)   SCALED
 HO0491* NAVD 88 ORTHO HEIGHT -  1558.392 (meters)     5112.82  (feet) ADJUSTED
 HO0491  ______________________________________________________________________
 HO0491  GEOID HEIGHT    -        -22.172 (meters)                     GEOID18
 HO0491  DYNAMIC HEIGHT  -       1556.633 (meters)     5107.05  (feet) COMP
 HO0491  MODELED GRAVITY -    979,447.3   (mgal)                       NAVD 88
 HO0491  OBS GRAVITY     -    979,446.6   (mgal)                       GRAV_OBS
 HO0491
 HO0491  VERT ORDER      -  FIRST     CLASS II
 HO0491
 HO0491.The horizontal coordinates were scaled from a map and have
 HO0491.an estimated accuracy of +/- 6 seconds.
 HO0491
 HO0491.The orthometric height was determined by differential leveling and
 HO0491.adjusted by the NATIONAL GEODETIC SURVEY
 HO0491.in June 1991.
 HO0491
 HO0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0491.GEOID18 height accuracy estimate available here.
 HO0491
 HO0491.Click photographs - Photos may exist for this station.
 HO0491
 HO0491.The dynamic height is computed by dividing the NAVD 88
 HO0491.geopotential number by the normal gravity value computed on the
 HO0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0491.degrees latitude (g = 980.6199 gals.).
 HO0491
 HO0491.The modeled gravity was interpolated from observed gravity values.
 HO0491
 HO0491.The observed gravity was obtained from relative gravimeter ties
 HO0491.to the IGSN71 gravity network.
 HO0491
 HO0491;                    North         East    Units  Estimated Accuracy
 HO0491;SPC UT S     - 3,089,860.      347,410.      MT  (+/- 180 meters Scaled)
 HO0491
 HO0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG032486(NAD 83)
 HO0491
 HO0491                          SUPERSEDED SURVEY CONTROL
 HO0491
 HO0491.No superseded survey control is available for this station.
 HO0491
 HO0491_MARKER: I = METAL ROD
 HO0491_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HO0491+WITH SETTING: INFORMATION.
 HO0491_STAMPING: S 375 1984
 HO0491_MARK LOGO: NGS
 HO0491_PROJECTION: FLUSH
 HO0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0491_ROD/PIPE-DEPTH: 1.2 meters
 HO0491
 HO0491  HISTORY     - Date     Condition        Report By
 HO0491  HISTORY     - 1984     MONUMENTED       NGS
 HO0491
 HO0491                          STATION DESCRIPTION
 HO0491
 HO0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0491'9.3 KM (5.8 MI) SW FROM KANARRAVILLE.
 HO0491'7.24 KM (4.5 MI) SOUTHWEST ALONG US HIGHWAY 91 FROM THE CHURCH OF
 HO0491'LATTER DAY SAINTS AT KANARRAVILLE, THENCE 2.03 KM (1.26 MI) SOUTHWEST
 HO0491'ALONG INTERSTATE 15, IN THE NORTHEAST CORNER OF THE CROSSING OF TAYLOR
 HO0491'CREEK, 1.04 KM (0.65 MI) NORTH OF THE KOLOB CANYON UNDERPASS, 0.29 KM
 HO0491'(0.18 MI) SOUTHWEST OF MILEPOST 41, 32.6 METERS (107 FT) EAST OF THE
 HO0491'NORTH BOUND HIGHWAY CENTERLINE, 69.2 METERS (227 FT) NORTHEAST OF THE
 HO0491'NORTHEAST CORNER OF A SMALL BRIDGE, 76.2 METERS (250 FT) SOUTH OF THE
 HO0491'SOUTHWEST CORNER OF AN ABANDON ONE STORY CONCRETE BUILDING,
 HO0491'31.1 METERS (102 FT) NORTH OF A FENCE Y JUNCTION AND 0.7 METER (2 FT)
 HO0491'EAST OF THE RIGHT OF WAY FENCE.
 HO0491'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 HO0491'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0469 ***********************************************************************
 HO0469  DESIGNATION -  S 376
 HO0469  PID         -  HO0469
 HO0469  STATE/COUNTY-  UT/IRON
 HO0469  COUNTRY     -  US
 HO0469  USGS QUAD   -  ENOCH (2017)
 HO0469
 HO0469                         *CURRENT SURVEY CONTROL
 HO0469  ______________________________________________________________________
 HO0469* NAD 83(1986) POSITION- 37 45 41.     (N) 113 03 19.     (W)   SCALED
 HO0469* NAVD 88 ORTHO HEIGHT -  1675.833 (meters)     5498.13  (feet) ADJUSTED
 HO0469  ______________________________________________________________________
 HO0469  GEOID HEIGHT    -        -21.568 (meters)                     GEOID18
 HO0469  DYNAMIC HEIGHT  -       1673.916 (meters)     5491.84  (feet) COMP
 HO0469  MODELED GRAVITY -    979,427.2   (mgal)                       NAVD 88
 HO0469
 HO0469  VERT ORDER      -  FIRST     CLASS II
 HO0469
 HO0469.The horizontal coordinates were scaled from a map and have
 HO0469.an estimated accuracy of +/- 6 seconds.
 HO0469
 HO0469.The orthometric height was determined by differential leveling and
 HO0469.adjusted by the NATIONAL GEODETIC SURVEY
 HO0469.in June 1991.
 HO0469
 HO0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0469.GEOID18 height accuracy estimate available here.
 HO0469
 HO0469.Click photographs - Photos may exist for this station.
 HO0469
 HO0469.The dynamic height is computed by dividing the NAVD 88
 HO0469.geopotential number by the normal gravity value computed on the
 HO0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0469.degrees latitude (g = 980.6199 gals.).
 HO0469
 HO0469.The modeled gravity was interpolated from observed gravity values.
 HO0469
 HO0469;                    North         East    Units  Estimated Accuracy
 HO0469;SPC UT S     - 3,122,640.      362,970.      MT  (+/- 180 meters Scaled)
 HO0469
 HO0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG189813(NAD 83)
 HO0469
 HO0469                          SUPERSEDED SURVEY CONTROL
 HO0469
 HO0469.No superseded survey control is available for this station.
 HO0469
 HO0469_MARKER: I = METAL ROD
 HO0469_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0469_STAMPING: S 376 1984
 HO0469_MARK LOGO: NGS
 HO0469_PROJECTION: FLUSH
 HO0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HO0469+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2002
 HO0469_ROD/PIPE-DEPTH: 12.2 meters
 HO0469
 HO0469  HISTORY     - Date     Condition        Report By
 HO0469  HISTORY     - 1984     MONUMENTED       NGS
 HO0469  HISTORY     - 20021126 GOOD             INDIV
 HO0469
 HO0469                          STATION DESCRIPTION
 HO0469
 HO0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0469'9.5 KM (5.9 MI) NORTH FROM CEDAR CITY.
 HO0469'9.5 KM (5.9 MI) NORTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE AT
 HO0469'CEDAR CITY, IN THE NORTHWEST CORNER OF THE T JUNCTION OF A TRACK ROAD
 HO0469'LEADING WEST THROUGH A GROVE OF TREES, 0.41 KM (0.25 MI) SOUTH OF THE
 HO0469'INTERSECTION OF MID VALLEY ROAD, 0.21 KM (0.13 MI) NORTH OF MILEPOST 8
 HO0469'AND WEST ACROSS THE HIGHWAY FROM THE NORTH END OF THE GARDEN PARK
 HO0469'GREENHOUSE AND NURSERY, 14.0 METERS (46 FT) WEST OF THE HIGHWAY
 HO0469'CENTERLINE, 4.9 METERS (16 FT) SOUTH OF A FENCE CORNER, 1.8 METERS
 HO0469'(6 FT) NORTH OF A 10 INCH WOOD GATE POST FOR A WIRE GATE, 3.4 METERS
 HO0469'(11 FT) WEST OF THE NORTH END OF AN 18-INCH CORRUGATED METAL PIPE
 HO0469'CULVERT AND 0.3 METER (1 FT) EAST OF A FENCE.
 HO0469'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 HO0469'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HO0469
 HO0469                          STATION RECOVERY (2002)
 HO0469
 HO0469'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RW)
 HO0469'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0583 ***********************************************************************
 MS0583  DESIGNATION -  S 377 BE CO
 MS0583  PID         -  MS0583
 MS0583  STATE/COUNTY-  UT/BOX ELDER
 MS0583  COUNTRY     -  US
 MS0583  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0583
 MS0583                         *CURRENT SURVEY CONTROL
 MS0583  ______________________________________________________________________
 MS0583* NAD 83(1986) POSITION- 41 31 00.     (N) 112 01 05.     (W)   SCALED
 MS0583* NAVD 88 ORTHO HEIGHT -  1334.909 (meters)     4379.61  (feet) ADJUSTED
 MS0583  ______________________________________________________________________
 MS0583  GEOID HEIGHT    -        -16.004 (meters)                     GEOID18
 MS0583  DYNAMIC HEIGHT  -       1333.949 (meters)     4376.46  (feet) COMP
 MS0583  MODELED GRAVITY -    979,858.2   (mgal)                       NAVD 88
 MS0583
 MS0583  VERT ORDER      -  FIRST     CLASS II
 MS0583
 MS0583.The horizontal coordinates were scaled from a map and have
 MS0583.an estimated accuracy of +/- 6 seconds.
 MS0583
 MS0583.The orthometric height was determined by differential leveling and
 MS0583.adjusted by the NATIONAL GEODETIC SURVEY
 MS0583.in June 1991.
 MS0583
 MS0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0583.GEOID18 height accuracy estimate available here.
 MS0583
 MS0583.Click photographs - Photos may exist for this station.
 MS0583
 MS0583.The dynamic height is computed by dividing the NAVD 88
 MS0583.geopotential number by the normal gravity value computed on the
 MS0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0583.degrees latitude (g = 980.6199 gals.).
 MS0583
 MS0583.The modeled gravity was interpolated from observed gravity values.
 MS0583
 MS0583;                    North         East    Units  Estimated Accuracy
 MS0583;SPC UT N     - 1,131,540.      456,760.      MT  (+/- 180 meters Scaled)
 MS0583
 MS0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL150966(NAD 83)
 MS0583
 MS0583                          SUPERSEDED SURVEY CONTROL
 MS0583
 MS0583.No superseded survey control is available for this station.
 MS0583
 MS0583_MARKER: DV = VERTICAL CONTROL DISK
 MS0583_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MS0583_SP_SET: BUILDING
 MS0583_STAMPING: S 377 1984
 MS0583_MARK LOGO: NGS
 MS0583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0583+STABILITY: POSITION/ELEVATION WELL
 MS0583
 MS0583  HISTORY     - Date     Condition        Report By
 MS0583  HISTORY     - 1984     MONUMENTED       NGS
 MS0583
 MS0583                          STATION DESCRIPTION
 MS0583
 MS0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0583'IN BRIGHAM CITY.
 MS0583'IN THE SOUTHWEST CORNER OF 1ST WEST AND 3RD NORTH STREET, SET
 MS0583'VERTICALLY IN THE NORTH FACE OF THE NORTHWEST CORNER OF THE LINCOLN
 MS0583'ELEMENTARY SCHOOL, AT THE BOTTOM OF THE NORTH FIRE ESCAPE STAIRS,
 MS0583'57.9 METERS (190 FT) WEST OF THE CENTER OF 1ST WEST STREET,
 MS0583'26.5 METERS (87 FT) SOUTH OF THE CENTER OF 3RD NORTH STREET AND
 MS0583'0.25 METER (0.8 FT) EAST OF THE NORTHWEST CORNER OF THE BUILDING.
 MS0583'THE MARK IS 1.5 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0413 ***********************************************************************
 JO0413  DESIGNATION -  S 377 M CO
 JO0413  PID         -  JO0413
 JO0413  STATE/COUNTY-  UT/MILLARD
 JO0413  COUNTRY     -  US
 JO0413  USGS QUAD   -  CEDAR PASS (2017)
 JO0413
 JO0413                         *CURRENT SURVEY CONTROL
 JO0413  ______________________________________________________________________
 JO0413* NAD 83(1986) POSITION- 38 48 08.79   (N) 113 58 37.38   (W)   HD_HELD1
 JO0413* NAVD 88 ORTHO HEIGHT -  1659.873 (meters)     5445.77  (feet) ADJUSTED
 JO0413  ______________________________________________________________________
 JO0413  GEOID HEIGHT    -        -20.765 (meters)                     GEOID18
 JO0413  DYNAMIC HEIGHT  -       1658.160 (meters)     5440.15  (feet) COMP
 JO0413  MODELED GRAVITY -    979,537.8   (mgal)                       NAVD 88
 JO0413
 JO0413  VERT ORDER      -  FIRST     CLASS II
 JO0413
 JO0413.The horizontal coordinates were determined by differentially corrected
 JO0413.hand held GPS observations or other comparable positioning techniques
 JO0413.and have an estimated accuracy of +/- 3 meters.
 JO0413
 JO0413.The orthometric height was determined by differential leveling and
 JO0413.adjusted by the NATIONAL GEODETIC SURVEY
 JO0413.in June 1991.
 JO0413
 JO0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0413.GEOID18 height accuracy estimate available here.
 JO0413
 JO0413.Click photographs - Photos may exist for this station.
 JO0413
 JO0413.The dynamic height is computed by dividing the NAVD 88
 JO0413.geopotential number by the normal gravity value computed on the
 JO0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0413.degrees latitude (g = 980.6199 gals.).
 JO0413
 JO0413.The modeled gravity was interpolated from observed gravity values.
 JO0413
 JO0413;                    North         East    Units  Estimated Accuracy
 JO0413;SPC UT C     - 2,055,061.4     284,841.3     MT  (+/- 3 meters HH1 GPS) 
 JO0413
 JO0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH4147199064(NAD 83)
 JO0413
 JO0413                          SUPERSEDED SURVEY CONTROL
 JO0413
 JO0413.No superseded survey control is available for this station.
 JO0413
 JO0413_MARKER: I = METAL ROD
 JO0413_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0413_STAMPING: S 377 1984
 JO0413_MARK LOGO: NGS
 JO0413_PROJECTION: FLUSH
 JO0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0413_ROD/PIPE-DEPTH: 8.2 meters
 JO0413
 JO0413  HISTORY     - Date     Condition        Report By
 JO0413  HISTORY     - 1984     MONUMENTED       NGS
 JO0413
 JO0413                          STATION DESCRIPTION
 JO0413
 JO0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0413'15.8 KM (9.8 MI) SE FROM GARRISON.
 JO0413'15.8 KM (9.85 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0413'OFFICE AT GARRISON, IN THE SOUTHWEST CORNER OF THE INTERSECTION OF A
 JO0413'TRACK ROAD, 0.8 KM (0.5 MI) SOUTHEAST OF THE T JUNCTION OF BURBANK
 JO0413'ROAD, 21.3 METERS (70 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 JO0413'8.3 METERS (27.5 FT) SOUTH OF THE CENTER OF THE ROAD AND 7.3 METERS
 JO0413'(24 FT) SOUTHWEST OF THE WEST POLE FOR A TELEGRAPH LINE CROSSING.
 JO0413'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 JO0413'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0438 ***********************************************************************
 JO0438  DESIGNATION -  S 378 B CO
 JO0438  PID         -  JO0438
 JO0438  STATE/COUNTY-  UT/BEAVER
 JO0438  COUNTRY     -  US
 JO0438  USGS QUAD   -  WAH WAH SUMMIT (2017)
 JO0438
 JO0438                         *CURRENT SURVEY CONTROL
 JO0438  ______________________________________________________________________
 JO0438* NAD 83(1986) POSITION- 38 31 04.     (N) 113 32 34.     (W)   SCALED
 JO0438* NAVD 88 ORTHO HEIGHT -  1963.752 (meters)     6442.74  (feet) ADJUSTED
 JO0438  ______________________________________________________________________
 JO0438  GEOID HEIGHT    -        -21.020 (meters)                     GEOID18
 JO0438  DYNAMIC HEIGHT  -       1961.545 (meters)     6435.50  (feet) COMP
 JO0438  MODELED GRAVITY -    979,434.5   (mgal)                       NAVD 88
 JO0438
 JO0438  VERT ORDER      -  FIRST     CLASS II
 JO0438
 JO0438.The horizontal coordinates were scaled from a map and have
 JO0438.an estimated accuracy of +/- 6 seconds.
 JO0438
 JO0438.The orthometric height was determined by differential leveling and
 JO0438.adjusted by the NATIONAL GEODETIC SURVEY
 JO0438.in June 1991.
 JO0438
 JO0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0438.GEOID18 height accuracy estimate available here.
 JO0438
 JO0438.Click photographs - Photos may exist for this station.
 JO0438
 JO0438.The dynamic height is computed by dividing the NAVD 88
 JO0438.geopotential number by the normal gravity value computed on the
 JO0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0438.degrees latitude (g = 980.6199 gals.).
 JO0438
 JO0438.The modeled gravity was interpolated from observed gravity values.
 JO0438
 JO0438;                    North         East    Units  Estimated Accuracy
 JO0438;SPC UT S     - 3,207,400.      321,860.      MT  (+/- 180 meters Scaled)
 JO0438
 JO0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH783663(NAD 83)
 JO0438
 JO0438                          SUPERSEDED SURVEY CONTROL
 JO0438
 JO0438.No superseded survey control is available for this station.
 JO0438
 JO0438_MARKER: DB = BENCH MARK DISK
 JO0438_SETTING: 66 = SET IN ROCK OUTCROP
 JO0438_STAMPING: S 378 1984
 JO0438_MARK LOGO: NGS
 JO0438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0438+STABILITY: POSITION/ELEVATION WELL
 JO0438
 JO0438  HISTORY     - Date     Condition        Report By
 JO0438  HISTORY     - 1984     MONUMENTED       NGS
 JO0438
 JO0438                          STATION DESCRIPTION
 JO0438
 JO0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0438'50.8 KM (31.8 MI) WEST FROM MILFORD.
 JO0438'50.85 KM (31.8 MI) WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 JO0438'STATE HIGHWAY 257 AT MILFORD, IN TOP OF THE NORTHWEST END OF A 1 BY 3
 JO0438'FOOT SHELF OF ROCK IN THE OLD HIGHWAY ROCK CUT, 0.15 KM (0.1 MI) EAST
 JO0438'OF THE WAH WAH SUMMIT, 22.2 METERS (73 FT) NORTH OF THE HIGHWAY
 JO0438'CENTERLINE, 2.9 METERS (9.5 FT) NORTHEAST OF THE CENTER OF THE OLD
 JO0438'HIGHWAY AND 0.5 METER (1.5 FT) ABOVE THE OLD HIGHWAY.
 JO0438'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 JO0438'THE MARK IS 2.1 M ABOVE THE NEW HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0658 ***********************************************************************
 MS0658  DESIGNATION -  S 378 BE CO
 MS0658  PID         -  MS0658
 MS0658  STATE/COUNTY-  UT/BOX ELDER
 MS0658  COUNTRY     -  US
 MS0658  USGS QUAD   -  PROHIBITION SPRING (2017)
 MS0658
 MS0658                         *CURRENT SURVEY CONTROL
 MS0658  ______________________________________________________________________
 MS0658* NAD 83(1986) POSITION- 41 32 34.     (N) 113 35 23.     (W)   SCALED
 MS0658* NAVD 88 ORTHO HEIGHT -  1464.537 (meters)     4804.90  (feet) ADJUSTED
 MS0658  ______________________________________________________________________
 MS0658  GEOID HEIGHT    -        -16.212 (meters)                     GEOID18
 MS0658  DYNAMIC HEIGHT  -       1463.466 (meters)     4801.39  (feet) COMP
 MS0658  MODELED GRAVITY -    979,840.4   (mgal)                       NAVD 88
 MS0658
 MS0658  VERT ORDER      -  FIRST     CLASS II
 MS0658
 MS0658.The horizontal coordinates were scaled from a map and have
 MS0658.an estimated accuracy of +/- 6 seconds.
 MS0658
 MS0658.The orthometric height was determined by differential leveling and
 MS0658.adjusted by the NATIONAL GEODETIC SURVEY
 MS0658.in June 1991.
 MS0658
 MS0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0658.GEOID18 height accuracy estimate available here.
 MS0658
 MS0658.Click photographs - Photos may exist for this station.
 MS0658
 MS0658.The dynamic height is computed by dividing the NAVD 88
 MS0658.geopotential number by the normal gravity value computed on the
 MS0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0658.degrees latitude (g = 980.6199 gals.).
 MS0658
 MS0658.The modeled gravity was interpolated from observed gravity values.
 MS0658
 MS0658;                    North         East    Units  Estimated Accuracy
 MS0658;SPC UT N     - 1,136,410.      325,650.      MT  (+/- 180 meters Scaled)
 MS0658
 MS0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM839022(NAD 83)
 MS0658
 MS0658                          SUPERSEDED SURVEY CONTROL
 MS0658
 MS0658.No superseded survey control is available for this station.
 MS0658
 MS0658_MARKER: I = METAL ROD
 MS0658_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0658_STAMPING: S 378 1984
 MS0658_MARK LOGO: NGS
 MS0658_PROJECTION: FLUSH
 MS0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0658_ROD/PIPE-DEPTH: 8.5 meters
 MS0658
 MS0658  HISTORY     - Date     Condition        Report By
 MS0658  HISTORY     - 1984     MONUMENTED       NGS
 MS0658
 MS0658                          STATION DESCRIPTION
 MS0658
 MS0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0658'44.2 KM (27.5 MI) SW FROM PARK VALLEY.
 MS0658'44.16 KM (27.45 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0658'AT PARK VALLEY, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A TRACK
 MS0658'ROAD LEADING NORTHWEST TO PROHIBITION SPRINGS AND IN LINE WITH A ROW
 MS0658'OF POWER POLES, 2.25 KM (1.40 MI) SOUTH OF A REST AREA, 0.54 KM
 MS0658'(0.33 MI) NORTH OF MILEPOST 28, 38.7 METERS (127 FT) WEST OF THE
 MS0658'HIGHWAY CENTERLINE, 10.1 METERS (33 FT) SOUTH OF THE CENTER OF THE
 MS0658'TRACK ROAD AND 1.8 METERS (6 FT) NORTH OF A POWER POLE.
 MS0658'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 MS0658'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0480 ***********************************************************************
 LN0480  DESIGNATION -  S 379
 LN0480  PID         -  LN0480
 LN0480  STATE/COUNTY-  UT/UINTAH
 LN0480  COUNTRY     -  US
 LN0480  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0480
 LN0480                         *CURRENT SURVEY CONTROL
 LN0480  ______________________________________________________________________
 LN0480* NAD 83(1986) POSITION- 40 40 56.     (N) 109 29 28.     (W)   SCALED
 LN0480* NAVD 88 ORTHO HEIGHT -  2510.106 (meters)     8235.24  (feet) ADJUSTED
 LN0480  ______________________________________________________________________
 LN0480  GEOID HEIGHT    -        -14.371 (meters)                     GEOID18
 LN0480  DYNAMIC HEIGHT  -       2507.606 (meters)     8227.04  (feet) COMP
 LN0480  MODELED GRAVITY -    979,536.9   (mgal)                       NAVD 88
 LN0480
 LN0480  VERT ORDER      -  FIRST     CLASS II
 LN0480
 LN0480.The horizontal coordinates were scaled from a map and have
 LN0480.an estimated accuracy of +/- 6 seconds.
 LN0480
 LN0480.The orthometric height was determined by differential leveling and
 LN0480.adjusted by the NATIONAL GEODETIC SURVEY
 LN0480.in June 1991.
 LN0480
 LN0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0480.GEOID18 height accuracy estimate available here.
 LN0480
 LN0480.Click photographs - Photos may exist for this station.
 LN0480
 LN0480.The dynamic height is computed by dividing the NAVD 88
 LN0480.geopotential number by the normal gravity value computed on the
 LN0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0480.degrees latitude (g = 980.6199 gals.).
 LN0480
 LN0480.The modeled gravity was interpolated from observed gravity values.
 LN0480
 LN0480;                    North         East    Units  Estimated Accuracy
 LN0480;SPC UT C     - 2,262,690.      669,820.      MT  (+/- 180 meters Scaled)
 LN0480
 LN0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL275045(NAD 83)
 LN0480
 LN0480                          SUPERSEDED SURVEY CONTROL
 LN0480
 LN0480.No superseded survey control is available for this station.
 LN0480
 LN0480_MARKER: DV = VERTICAL CONTROL DISK
 LN0480_SETTING: 66 = SET IN ROCK OUTCROP
 LN0480_STAMPING: S 379 1984
 LN0480_MARK LOGO: NGS
 LN0480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0480+STABILITY: POSITION/ELEVATION WELL
 LN0480
 LN0480  HISTORY     - Date     Condition        Report By
 LN0480  HISTORY     - 1984     MONUMENTED       NGS
 LN0480
 LN0480                          STATION DESCRIPTION
 LN0480
 LN0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0480'32.4 KM (20.1 MI) NORTH FROM VERNAL.
 LN0480'32.4 KM (20.1 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0480'WITH U.S. HIGHWAY 40 IN VERNAL, SET IN THE CENTER OF A 2 BY 3 FOOT
 LN0480'EXPOSED AREA OF OUTCROPPING BEDROCK, 31.9 M (104.7 FT) NORTH OF THE
 LN0480'SOUTH END OF A HIGHWAY CUT, 29.4 M (96.5 FT) SOUTH OF MILEPOST 221,
 LN0480'AND 14.8 M (48.6 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 LN0480'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LN0480'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0324 ***********************************************************************
 KO0324  DESIGNATION -  S 38
 KO0324  PID         -  KO0324
 KO0324  STATE/COUNTY-  UT/MILLARD
 KO0324  COUNTRY     -  US
 KO0324  USGS QUAD   -  WHIRLWIND VALLEY SW (2017)
 KO0324
 KO0324                         *CURRENT SURVEY CONTROL
 KO0324  ______________________________________________________________________
 KO0324* NAD 83(1986) POSITION- 39 16 12.     (N) 113 09 13.     (W)   SCALED
 KO0324* NAVD 88 ORTHO HEIGHT -  1534.386 (meters)     5034.06  (feet) ADJUSTED
 KO0324  ______________________________________________________________________
 KO0324  GEOID HEIGHT    -        -19.870 (meters)                     GEOID18
 KO0324  DYNAMIC HEIGHT  -       1532.927 (meters)     5029.28  (feet) COMP
 KO0324  MODELED GRAVITY -    979,622.4   (mgal)                       NAVD 88
 KO0324
 KO0324  VERT ORDER      -  SECOND    CLASS 0
 KO0324
 KO0324.The horizontal coordinates were scaled from a map and have
 KO0324.an estimated accuracy of +/- 6 seconds.
 KO0324
 KO0324.The orthometric height was determined by differential leveling and
 KO0324.adjusted by the NATIONAL GEODETIC SURVEY
 KO0324.in June 1991.
 KO0324
 KO0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0324.GEOID18 height accuracy estimate available here.
 KO0324
 KO0324.Click photographs - Photos may exist for this station.
 KO0324
 KO0324.The dynamic height is computed by dividing the NAVD 88
 KO0324.geopotential number by the normal gravity value computed on the
 KO0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0324.degrees latitude (g = 980.6199 gals.).
 KO0324
 KO0324.The modeled gravity was interpolated from observed gravity values.
 KO0324
 KO0324;                    North         East    Units  Estimated Accuracy
 KO0324;SPC UT C     - 2,105,310.      357,320.      MT  (+/- 180 meters Scaled)
 KO0324
 KO0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ142489(NAD 83)
 KO0324
 KO0324                          SUPERSEDED SURVEY CONTROL
 KO0324
 KO0324  NGVD 29 (??/??/92) 1533.269  (m)         5030.40   (f) ADJ UNCH    2 0
 KO0324
 KO0324.Superseded values are not recommended for survey control.
 KO0324
 KO0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0324.See file dsdata.pdf to determine how the superseded data were derived.
 KO0324
 KO0324_MARKER: DB = BENCH MARK DISK
 KO0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0324_STAMPING: S 38 1934
 KO0324_MARK LOGO: CGS
 KO0324_PROJECTION: PROJECTING 20 CENTIMETERS
 KO0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0324+STABILITY: SURFACE MOTION
 KO0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0324+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2021
 KO0324
 KO0324  HISTORY     - Date     Condition        Report By
 KO0324  HISTORY     - 1934     MONUMENTED       CGS
 KO0324  HISTORY     - 20210623 GOOD             NGSTM
 KO0324
 KO0324                          STATION DESCRIPTION
 KO0324
 KO0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0324'25.5 MI W FROM HINCKLEY.
 KO0324'25.5 MILES WEST ALONG U.S. HIGHWAY 6 FROM HINCKLEY, MILLARD COUNTY, AT
 KO0324'THE NORTH FOOT OF A LARGE ROUND HILL, 98 FEET NORTHEAST OF A 50-FOOT
 KO0324'CUT, 54 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET
 KO0324'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED S 38 1934 AND SET IN
 KO0324'THE TOP OF A CONCRETE POST.
 KO0324
 KO0324                          STATION RECOVERY (2021)
 KO0324
 KO0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2021 (DW)
 KO0324'ROAD IS OLD US 6 AND 50 (PRE 1960S, GRAVEL).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0602 ***********************************************************************
 MS0602  DESIGNATION -  S 380
 MS0602  PID         -  MS0602
 MS0602  STATE/COUNTY-  UT/BOX ELDER
 MS0602  COUNTRY     -  US
 MS0602  USGS QUAD   -  MONUMENT POINT (2017)
 MS0602
 MS0602                         *CURRENT SURVEY CONTROL
 MS0602  ______________________________________________________________________
 MS0602* NAD 83(1986) POSITION- 41 43 12.     (N) 112 48 16.     (W)   SCALED
 MS0602* NAVD 88 ORTHO HEIGHT -  1301.329 (meters)     4269.44  (feet) ADJUSTED
 MS0602  ______________________________________________________________________
 MS0602  GEOID HEIGHT    -        -15.627 (meters)                     GEOID18
 MS0602  DYNAMIC HEIGHT  -       1300.467 (meters)     4266.62  (feet) COMP
 MS0602  MODELED GRAVITY -    979,915.0   (mgal)                       NAVD 88
 MS0602
 MS0602  VERT ORDER      -  FIRST     CLASS II
 MS0602
 MS0602.The horizontal coordinates were scaled from a map and have
 MS0602.an estimated accuracy of +/- 6 seconds.
 MS0602
 MS0602.The orthometric height was determined by differential leveling and
 MS0602.adjusted by the NATIONAL GEODETIC SURVEY
 MS0602.in June 1991.
 MS0602
 MS0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0602.GEOID18 height accuracy estimate available here.
 MS0602
 MS0602.Click photographs - Photos may exist for this station.
 MS0602
 MS0602.The dynamic height is computed by dividing the NAVD 88
 MS0602.geopotential number by the normal gravity value computed on the
 MS0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0602.degrees latitude (g = 980.6199 gals.).
 MS0602
 MS0602.The modeled gravity was interpolated from observed gravity values.
 MS0602
 MS0602;                    North         East    Units  Estimated Accuracy
 MS0602;SPC UT N     - 1,154,810.      391,460.      MT  (+/- 180 meters Scaled)
 MS0602
 MS0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM499202(NAD 83)
 MS0602
 MS0602                          SUPERSEDED SURVEY CONTROL
 MS0602
 MS0602.No superseded survey control is available for this station.
 MS0602
 MS0602_MARKER: DB = BENCH MARK DISK
 MS0602_SETTING: 66 = SET IN ROCK OUTCROP
 MS0602_STAMPING: S 380 1984
 MS0602_MARK LOGO: NGS
 MS0602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0602+STABILITY: POSITION/ELEVATION WELL
 MS0602
 MS0602  HISTORY     - Date     Condition        Report By
 MS0602  HISTORY     - 1984     MONUMENTED       NGS
 MS0602
 MS0602                          STATION DESCRIPTION
 MS0602
 MS0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0602'28.0 KM (17.4 MI) NW FROM PROMONTORY.
 MS0602'1.58 KM (0.98 MI) NORTH ALONG A PAVED ROAD FROM THE GOLDEN SPIKE
 MS0602'MONUMENT IN PROMONTORY, THENCE 26.36 KM (16.38 MI) WEST ALONG A GRAVEL
 MS0602'ROAD, IN TOP OF AND 1.5 METERS (5 FT) WEST OF THE EAST END OF A 7- BY
 MS0602'8-FOOT PORTION OF GRAY OUTCROP, AT THE BOTTOM OF A PROMINENT OUTCROP
 MS0602'KNOLL, ON THE SOUTH SLOPE OF A HILL AND 32.3 METERS (106 FT) (SLOPED
 MS0602'MEASUREMENT) NORTH OF THE CENTER OF THE ROAD.
 MS0602'THE MARK IS 0.15 METERS  E FROM A WITNESS POST.
 MS0602'THE MARK IS 5.0 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0385 ***********************************************************************
 LN0385  DESIGNATION -  S 383
 LN0385  PID         -  LN0385
 LN0385  STATE/COUNTY-  UT/UINTAH
 LN0385  COUNTRY     -  US
 LN0385  USGS QUAD   -  JENSEN (2017)
 LN0385
 LN0385                         *CURRENT SURVEY CONTROL
 LN0385  ______________________________________________________________________
 LN0385* NAD 83(1986) POSITION- 40 19 14.     (N) 109 15 00.     (W)   SCALED
 LN0385* NAVD 88 ORTHO HEIGHT -  1571.106 (meters)     5154.54  (feet) ADJUSTED
 LN0385  ______________________________________________________________________
 LN0385  GEOID HEIGHT    -        -17.032 (meters)                     GEOID18
 LN0385  DYNAMIC HEIGHT  -       1569.684 (meters)     5149.87  (feet) COMP
 LN0385  MODELED GRAVITY -    979,665.7   (mgal)                       NAVD 88
 LN0385
 LN0385  VERT ORDER      -  FIRST     CLASS II
 LN0385
 LN0385.The horizontal coordinates were scaled from a map and have
 LN0385.an estimated accuracy of +/- 6 seconds.
 LN0385
 LN0385.The orthometric height was determined by differential leveling and
 LN0385.adjusted by the NATIONAL GEODETIC SURVEY
 LN0385.in June 1991.
 LN0385
 LN0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0385.GEOID18 height accuracy estimate available here.
 LN0385
 LN0385.Click photographs - Photos may exist for this station.
 LN0385
 LN0385.The dynamic height is computed by dividing the NAVD 88
 LN0385.geopotential number by the normal gravity value computed on the
 LN0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0385.degrees latitude (g = 980.6199 gals.).
 LN0385
 LN0385.The modeled gravity was interpolated from observed gravity values.
 LN0385
 LN0385;                    North         East    Units  Estimated Accuracy
 LN0385;SPC UT C     - 2,223,030.      691,200.      MT  (+/- 180 meters Scaled)
 LN0385
 LN0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK486648(NAD 83)
 LN0385
 LN0385                          SUPERSEDED SURVEY CONTROL
 LN0385
 LN0385.No superseded survey control is available for this station.
 LN0385
 LN0385_MARKER: DV = VERTICAL CONTROL DISK
 LN0385_SETTING: 66 = SET IN ROCK OUTCROP
 LN0385_STAMPING: S 383 1984
 LN0385_MARK LOGO: NGS
 LN0385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0385+STABILITY: POSITION/ELEVATION WELL
 LN0385
 LN0385  HISTORY     - Date     Condition        Report By
 LN0385  HISTORY     - 1984     MONUMENTED       NGS
 LN0385
 LN0385                          STATION DESCRIPTION
 LN0385
 LN0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0385'9.5 KM (5.9 MI) SE FROM JENSEN.
 LN0385'9.5 KM (5.9 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 40 FROM THE POST
 LN0385'OFFICE IN JENSEN, 0.2 KM (0.1 MI) WEST OF MILEPOST 165, IN THE
 LN0385'SOUTHWEST CORNER OF A 50 BY 300 FOOT EXPOSED AREA OF OUTCROPPING
 LN0385'BEDROCK, 93.0 M (305.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LN0385'19.8 M (65.0 FT) SOUTHEAST OF A UTILITY POLE, AND 7.3 M (24.0 FT) EAST
 LN0385'OF THE WEST EDGE AND 1.9 M (6.2 FT) NORTH OF THE SOUTH EDGE OF THE
 LN0385'OUTCROP.
 LN0385'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LN0385'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0425 ***********************************************************************
 LN0425  DESIGNATION -  S 385
 LN0425  PID         -  LN0425
 LN0425  STATE/COUNTY-  UT/DAGGETT
 LN0425  COUNTRY     -  US
 LN0425  USGS QUAD   -  MANILA (2017)
 LN0425
 LN0425                         *CURRENT SURVEY CONTROL
 LN0425  ______________________________________________________________________
 LN0425* NAD 83(1986) POSITION- 40 56 17.     (N) 109 42 40.     (W)   SCALED
 LN0425* NAVD 88 ORTHO HEIGHT -  2028.133 (meters)     6653.97  (feet) ADJUSTED
 LN0425  ______________________________________________________________________
 LN0425  GEOID HEIGHT    -        -13.738 (meters)                     GEOID18
 LN0425  DYNAMIC HEIGHT  -       2026.299 (meters)     6647.95  (feet) COMP
 LN0425  MODELED GRAVITY -    979,647.2   (mgal)                       NAVD 88
 LN0425
 LN0425  VERT ORDER      -  FIRST     CLASS II
 LN0425
 LN0425.The horizontal coordinates were scaled from a map and have
 LN0425.an estimated accuracy of +/- 6 seconds.
 LN0425
 LN0425.The orthometric height was determined by differential leveling and
 LN0425.adjusted by the NATIONAL GEODETIC SURVEY
 LN0425.in June 1991.
 LN0425
 LN0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0425.GEOID18 height accuracy estimate available here.
 LN0425
 LN0425.Click photographs - Photos may exist for this station.
 LN0425
 LN0425.The dynamic height is computed by dividing the NAVD 88
 LN0425.geopotential number by the normal gravity value computed on the
 LN0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0425.degrees latitude (g = 980.6199 gals.).
 LN0425
 LN0425.The modeled gravity was interpolated from observed gravity values.
 LN0425
 LN0425;                    North         East    Units  Estimated Accuracy
 LN0425;SPC UT N     - 1,068,700.      650,630.      MT  (+/- 180 meters Scaled)
 LN0425
 LN0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL085326(NAD 83)
 LN0425
 LN0425                          SUPERSEDED SURVEY CONTROL
 LN0425
 LN0425.No superseded survey control is available for this station.
 LN0425
 LN0425_MARKER: DV = VERTICAL CONTROL DISK
 LN0425_SETTING: 66 = SET IN ROCK OUTCROP
 LN0425_STAMPING: S 385 1984
 LN0425_MARK LOGO: NGS
 LN0425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0425+STABILITY: POSITION/ELEVATION WELL
 LN0425
 LN0425  HISTORY     - Date     Condition        Report By
 LN0425  HISTORY     - 1984     MONUMENTED       NGS
 LN0425
 LN0425                          STATION DESCRIPTION
 LN0425
 LN0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0425'6.0 KM (3.75 MI) SOUTH FROM MANILA.
 LN0425'6.0 KM (3.75 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0425'WITH STATE HIGHWAY 43 IN MANILA, SET VERTICALLY IN THE NORTHEAST FACE
 LN0425'OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 89.6 M (293.9 FT)
 LN0425'SOUTHEAST OF THE NORTHWEST END OF THE HIGHWAY CUT AND A DIRT ROAD
 LN0425'LEADING WEST, AND 9.4 M (30.8 FT) SOUTHWEST OF THE CENTERLINE OF THE
 LN0425'HIGHWAY.
 LN0425'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LN0425'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0457 ***********************************************************************
 LN0457  DESIGNATION -  S 386
 LN0457  PID         -  LN0457
 LN0457  STATE/COUNTY-  UT/DAGGETT
 LN0457  COUNTRY     -  US
 LN0457  USGS QUAD   -  EAST PARK RESERVOIR (2017)
 LN0457
 LN0457                         *CURRENT SURVEY CONTROL
 LN0457  ______________________________________________________________________
 LN0457* NAD 83(1986) POSITION- 40 51 53.6    (N) 109 31 15.8    (W)   HD_HELD2
 LN0457* NAVD 88 ORTHO HEIGHT -  2292.290 (meters)     7520.62  (feet) ADJUSTED
 LN0457  ______________________________________________________________________
 LN0457  GEOID HEIGHT    -        -13.673 (meters)                     GEOID18
 LN0457  DYNAMIC HEIGHT  -       2290.137 (meters)     7513.56  (feet) COMP
 LN0457  MODELED GRAVITY -    979,601.8   (mgal)                       NAVD 88
 LN0457
 LN0457  VERT ORDER      -  FIRST     CLASS II
 LN0457
 LN0457.The horizontal coordinates were established by autonomous hand held GPS
 LN0457.observations and have an estimated accuracy of +/- 10 meters.
 LN0457
 LN0457.The orthometric height was determined by differential leveling and
 LN0457.adjusted by the NATIONAL GEODETIC SURVEY
 LN0457.in June 1991.
 LN0457
 LN0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0457.GEOID18 height accuracy estimate available here.
 LN0457
 LN0457.Click photographs - Photos may exist for this station.
 LN0457
 LN0457.The dynamic height is computed by dividing the NAVD 88
 LN0457.geopotential number by the normal gravity value computed on the
 LN0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0457.degrees latitude (g = 980.6199 gals.).
 LN0457
 LN0457.The modeled gravity was interpolated from observed gravity values.
 LN0457
 LN0457;                    North         East    Units  Estimated Accuracy
 LN0457;SPC UT N     - 1,060,928.      666,821.      MT  (+/- 10 meters HH2 GPS)
 LN0457
 LN0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL2463724811(NAD 83)
 LN0457
 LN0457                          SUPERSEDED SURVEY CONTROL
 LN0457
 LN0457.No superseded survey control is available for this station.
 LN0457
 LN0457_MARKER: I = METAL ROD
 LN0457_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0457+WITH SETTING: INFORMATION.
 LN0457_STAMPING: S 386 1984
 LN0457_MARK LOGO: NGS
 LN0457_PROJECTION: FLUSH
 LN0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LN0457+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 LN0457_ROD/PIPE-DEPTH: 1.3 meters
 LN0457
 LN0457  HISTORY     - Date     Condition        Report By
 LN0457  HISTORY     - 1984     MONUMENTED       NGS
 LN0457  HISTORY     - 20060520 GOOD             GEOCAC
 LN0457
 LN0457                          STATION DESCRIPTION
 LN0457
 LN0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0457'40.7 KM (25.3 MI) SOUTH FROM MANILA.
 LN0457'40.7 KM (25.3 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0457'WITH STATE HIGHWAY 43 IN MANILA, 0.5 KM (0.3 MI) SOUTHWEST OF MILEPOST
 LN0457'2, 1.8 KM (1.1 MI) NORTHEAST OF A PAVED ROAD LEADING NORTH TO RED
 LN0457'CANYON VISITOR CENTER ASHLEY NATIONAL FOREST, 0.5 KM (0.3 MI)
 LN0457'NORTHEAST OF A PAVED ROAD LEADING NORTHEAST TO SKULL CREEK CAMPGROUND,
 LN0457'AND 10.6 M (34.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 LN0457'NOTE=REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE DATUM POINT IS
 LN0457'THROUGH A 5-INCH LOGO CAP.
 LN0457'THE MARK IS 0.1 METERS  S FROM  A WITNESS POST
 LN0457'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 LN0457
 LN0457                          STATION RECOVERY (2006)
 LN0457
 LN0457'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LN0457'THE WITNESS POST HAS BEEN SHEARED OFF.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0057 ***********************************************************************
 KN0057  DESIGNATION -  S 39
 KN0057  PID         -  KN0057
 KN0057  STATE/COUNTY-  UT/EMERY
 KN0057  COUNTRY     -  US
 KN0057  USGS QUAD   -  CHIMNEY ROCK (2017)
 KN0057
 KN0057                         *CURRENT SURVEY CONTROL
 KN0057  ______________________________________________________________________
 KN0057* NAD 83(1986) POSITION- 39 08 24.     (N) 110 36 02.     (W)   SCALED
 KN0057* NAVD 88 ORTHO HEIGHT -  1880.385 (meters)     6169.23  (feet) ADJUSTED
 KN0057  ______________________________________________________________________
 KN0057  GEOID HEIGHT    -        -18.500 (meters)                     GEOID18
 KN0057  DYNAMIC HEIGHT  -       1878.425 (meters)     6162.80  (feet) COMP
 KN0057  MODELED GRAVITY -    979,518.2   (mgal)                       NAVD 88
 KN0057
 KN0057  VERT ORDER      -  SECOND    CLASS 0
 KN0057
 KN0057.The horizontal coordinates were scaled from a map and have
 KN0057.an estimated accuracy of +/- 6 seconds.
 KN0057
 KN0057.The orthometric height was determined by differential leveling and
 KN0057.adjusted by the NATIONAL GEODETIC SURVEY
 KN0057.in June 1991.
 KN0057
 KN0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0057.GEOID18 height accuracy estimate available here.
 KN0057
 KN0057.Click photographs - Photos may exist for this station.
 KN0057
 KN0057.The dynamic height is computed by dividing the NAVD 88
 KN0057.geopotential number by the normal gravity value computed on the
 KN0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0057.degrees latitude (g = 980.6199 gals.).
 KN0057
 KN0057.The modeled gravity was interpolated from observed gravity values.
 KN0057
 KN0057;                    North         East    Units  Estimated Accuracy
 KN0057;SPC UT C     - 2,089,950.      577,760.      MT  (+/- 180 meters Scaled)
 KN0057
 KN0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ345323(NAD 83)
 KN0057
 KN0057                          SUPERSEDED SURVEY CONTROL
 KN0057
 KN0057  NGVD 29 (??/??/92) 1879.260  (m)         6165.54   (f) ADJ UNCH    2 0
 KN0057
 KN0057.Superseded values are not recommended for survey control.
 KN0057
 KN0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0057.See file dsdata.pdf to determine how the superseded data were derived.
 KN0057
 KN0057_MARKER: DB = BENCH MARK DISK
 KN0057_SETTING: 66 = SET IN ROCK OUTCROP
 KN0057_STAMPING: S 39 1934
 KN0057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0057+STABILITY: POSITION/ELEVATION WELL
 KN0057
 KN0057  HISTORY     - Date     Condition        Report By
 KN0057  HISTORY     - 1934     MONUMENTED       CGS
 KN0057  HISTORY     - 1970     GOOD             USGS
 KN0057
 KN0057                          STATION DESCRIPTION
 KN0057
 KN0057'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KN0057'26.8 MI NE FROM CASTLE DALE.
 KN0057'CASTLE DALE, 1.6 MI NE OF VIA STATE HIGHWAY 10.  THENCE 23.8 MI. E OF
 KN0057'ALONG COUNTY ROAD TO A ROAD FORK WHERE A TRACK ROAD LEADS SE.  THENCE
 KN0057'.25 MI. ALONG ROAD TO A SECOND INTERSECTION AND WHERE A JEEP TRAIL
 KN0057'LEAVES THE MAIN ROAD ON THE LEFT-HAND SIDE.  THENCE 1.15 MI. ALONG THE
 KN0057'SAID JEEP TRAIL TO A GRADVAL HAND BEND.  100 FT. NE OF THE CENTERLINE
 KN0057'OF THE JEEP TRAIL, IN THE TOP OF A ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0236 ***********************************************************************
 KN0236  DESIGNATION -  S 41
 KN0236  PID         -  KN0236
 KN0236  STATE/COUNTY-  UT/SANPETE
 KN0236  COUNTRY     -  US
 KN0236  USGS QUAD   -  DANISH KNOLL (2017)
 KN0236
 KN0236                         *CURRENT SURVEY CONTROL
 KN0236  ______________________________________________________________________
 KN0236* NAD 83(1986) POSITION- 39 18 57.     (N) 111 28 14.     (W)   SCALED
 KN0236* NAVD 88 ORTHO HEIGHT -  2737.111 (meters)     8980.00  (feet) ADJUSTED
 KN0236  ______________________________________________________________________
 KN0236  GEOID HEIGHT    -        -16.512 (meters)                     GEOID18
 KN0236  DYNAMIC HEIGHT  -       2733.878 (meters)     8969.40  (feet) COMP
 KN0236  MODELED GRAVITY -    979,345.8   (mgal)                       NAVD 88
 KN0236
 KN0236  VERT ORDER      -  SECOND    CLASS 0
 KN0236
 KN0236.The horizontal coordinates were scaled from a map and have
 KN0236.an estimated accuracy of +/- 6 seconds.
 KN0236
 KN0236.The orthometric height was determined by differential leveling and
 KN0236.adjusted by the NATIONAL GEODETIC SURVEY
 KN0236.in June 1991.
 KN0236
 KN0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0236.GEOID18 height accuracy estimate available here.
 KN0236
 KN0236.Click photographs - Photos may exist for this station.
 KN0236
 KN0236.The dynamic height is computed by dividing the NAVD 88
 KN0236.geopotential number by the normal gravity value computed on the
 KN0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0236.degrees latitude (g = 980.6199 gals.).
 KN0236
 KN0236.The modeled gravity was interpolated from observed gravity values.
 KN0236
 KN0236;                    North         East    Units  Estimated Accuracy
 KN0236;SPC UT C     - 2,109,080.      502,540.      MT  (+/- 180 meters Scaled)
 KN0236
 KN0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ594519(NAD 83)
 KN0236
 KN0236                          SUPERSEDED SURVEY CONTROL
 KN0236
 KN0236  NGVD 29 (??/??/92) 2735.688  (m)         8975.34   (f) ADJ UNCH    2 0
 KN0236
 KN0236.Superseded values are not recommended for survey control.
 KN0236
 KN0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0236.See file dsdata.pdf to determine how the superseded data were derived.
 KN0236
 KN0236_MARKER: DB = BENCH MARK DISK
 KN0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0236_STAMPING: S 41 1934
 KN0236_MARK LOGO: CGS
 KN0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0236+STABILITY: SURFACE MOTION
 KN0236
 KN0236  HISTORY     - Date     Condition        Report By
 KN0236  HISTORY     - 1934     MONUMENTED       CGS
 KN0236
 KN0236                          STATION DESCRIPTION
 KN0236
 KN0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0236'11.2 MI E FROM EPHRAIM.
 KN0236'ABOUT 11.2 MILES EAST ALONG STATE HIGHWAY 29 FROM THE BANK OF EPHRAIM
 KN0236'AT EPHRAIM, SANPETE COUNTY, IN A PARK, AT THE RIGHT OF A WOODEN
 KN0236'BRIDGE, AT A U.S. FORESTRY SERVICE SIGNPOST READING EPHRAIM 12 M.
 KN0236'RICHFIELD 67 M., SUMMIT 5 M., ORANGEVILLE 35 M., 54 FEET WEST OF THE
 KN0236'CENTER LINE OF A CURVE IN THE HIGHWAY, AND 6 FEET HIGHER THAN THE
 KN0236'HIGHWAY.  A STANDARD DISK, STAMPED S 41 1934 AND SET IN THE TOP OF A
 KN0236'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0179 ***********************************************************************
 KN0179  DESIGNATION -  S 42
 KN0179  PID         -  KN0179
 KN0179  STATE/COUNTY-  UT/SANPETE
 KN0179  COUNTRY     -  US
 KN0179  USGS QUAD   -  FAIRVIEW (2017)
 KN0179
 KN0179                         *CURRENT SURVEY CONTROL
 KN0179  ______________________________________________________________________
 KN0179* NAD 83(1986) POSITION- 39 37 55.     (N) 111 26 05.     (W)   SCALED
 KN0179* NAVD 88 ORTHO HEIGHT -  1836.974 (meters)     6026.81  (feet) ADJUSTED
 KN0179  ______________________________________________________________________
 KN0179  GEOID HEIGHT    -        -16.789 (meters)                     GEOID18
 KN0179  DYNAMIC HEIGHT  -       1835.118 (meters)     6020.72  (feet) COMP
 KN0179  MODELED GRAVITY -    979,551.0   (mgal)                       NAVD 88
 KN0179
 KN0179  VERT ORDER      -  SECOND    CLASS 0
 KN0179
 KN0179.The horizontal coordinates were scaled from a map and have
 KN0179.an estimated accuracy of +/- 6 seconds.
 KN0179
 KN0179.The orthometric height was determined by differential leveling and
 KN0179.adjusted by the NATIONAL GEODETIC SURVEY
 KN0179.in June 1991.
 KN0179
 KN0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0179.GEOID18 height accuracy estimate available here.
 KN0179
 KN0179.Click photographs - Photos may exist for this station.
 KN0179
 KN0179.The dynamic height is computed by dividing the NAVD 88
 KN0179.geopotential number by the normal gravity value computed on the
 KN0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0179.degrees latitude (g = 980.6199 gals.).
 KN0179
 KN0179.The modeled gravity was interpolated from observed gravity values.
 KN0179
 KN0179;                    North         East    Units  Estimated Accuracy
 KN0179;SPC UT C     - 2,144,170.      505,600.      MT  (+/- 180 meters Scaled)
 KN0179
 KN0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ626869(NAD 83)
 KN0179
 KN0179                          SUPERSEDED SURVEY CONTROL
 KN0179
 KN0179  NGVD 29 (??/??/92) 1835.818  (m)         6023.01   (f) ADJ UNCH    2 0
 KN0179
 KN0179.Superseded values are not recommended for survey control.
 KN0179
 KN0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0179.See file dsdata.pdf to determine how the superseded data were derived.
 KN0179
 KN0179_MARKER: DB = BENCH MARK DISK
 KN0179_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KN0179+WITH SETTING: PAVEMENT
 KN0179_SP_SET: WATER TANK BASE
 KN0179_STAMPING: S 42 1934
 KN0179_MARK LOGO: CGS
 KN0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0179+STABILITY: SURFACE MOTION
 KN0179
 KN0179  HISTORY     - Date     Condition        Report By
 KN0179  HISTORY     - 1934     MONUMENTED       CGS
 KN0179
 KN0179                          STATION DESCRIPTION
 KN0179
 KN0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0179'IN FAIRVIEW.
 KN0179'AT FAIRVIEW, SANPETE COUNTY, ABOUT 3 RAILS SOUTH OF THE DENVER AND RIO
 KN0179'GRANDE WESTERN RAILROAD STATION AND MILEPOST 32, AT A WATER TANK, AND
 KN0179'IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF THE
 KN0179'NORTHEAST LEG.  A STANDARD DISK, STAMPED S 42 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0282 ***********************************************************************
 KN0282  DESIGNATION -  S 43
 KN0282  PID         -  KN0282
 KN0282  STATE/COUNTY-  UT/SANPETE
 KN0282  COUNTRY     -  US
 KN0282  USGS QUAD   -  CHESTER (2017)
 KN0282
 KN0282                         *CURRENT SURVEY CONTROL
 KN0282  ______________________________________________________________________
 KN0282* NAD 83(1986) POSITION- 39 24 38.     (N) 111 35 02.     (W)   SCALED
 KN0282* NAVD 88 ORTHO HEIGHT -  1665.882 (meters)     5465.48  (feet) ADJUSTED
 KN0282  ______________________________________________________________________
 KN0282  GEOID HEIGHT    -        -17.481 (meters)                     GEOID18
 KN0282  DYNAMIC HEIGHT  -       1664.195 (meters)     5459.95  (feet) COMP
 KN0282  MODELED GRAVITY -    979,556.8   (mgal)                       NAVD 88
 KN0282
 KN0282  VERT ORDER      -  SECOND    CLASS 0
 KN0282
 KN0282.The horizontal coordinates were scaled from a map and have
 KN0282.an estimated accuracy of +/- 6 seconds.
 KN0282
 KN0282.The orthometric height was determined by differential leveling and
 KN0282.adjusted by the NATIONAL GEODETIC SURVEY
 KN0282.in June 1991.
 KN0282
 KN0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0282.GEOID18 height accuracy estimate available here.
 KN0282
 KN0282.Click photographs - Photos may exist for this station.
 KN0282
 KN0282.The dynamic height is computed by dividing the NAVD 88
 KN0282.geopotential number by the normal gravity value computed on the
 KN0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0282.degrees latitude (g = 980.6199 gals.).
 KN0282
 KN0282.The modeled gravity was interpolated from observed gravity values.
 KN0282
 KN0282;                    North         East    Units  Estimated Accuracy
 KN0282;SPC UT C     - 2,119,600.      492,780.      MT  (+/- 180 meters Scaled)
 KN0282
 KN0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ497625(NAD 83)
 KN0282
 KN0282                          SUPERSEDED SURVEY CONTROL
 KN0282
 KN0282  NGVD 29 (??/??/92) 1664.714  (m)         5461.65   (f) ADJ UNCH    2 0
 KN0282
 KN0282.Superseded values are not recommended for survey control.
 KN0282
 KN0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0282.See file dsdata.pdf to determine how the superseded data were derived.
 KN0282
 KN0282_MARKER: DB = BENCH MARK DISK
 KN0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0282_STAMPING: S 43 1934
 KN0282_MARK LOGO: CGS
 KN0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0282+STABILITY: SURFACE MOTION
 KN0282
 KN0282  HISTORY     - Date     Condition        Report By
 KN0282  HISTORY     - 1934     MONUMENTED       CGS
 KN0282
 KN0282                          STATION DESCRIPTION
 KN0282
 KN0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0282'3.8 MI N FROM EPHRAIM.
 KN0282'ABOUT 3.8 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0282'FROM THE BANK OF EPHRAIM AT EPHRAIM, SANPETE COUNTY, AT A PRIVATE
 KN0282'CROSSING ALONG A WATER DITCH, NEAR A CHICKEN RANCH, 24 FEET WEST OF
 KN0282'THE CENTER LINE OF THE TRACK, 12 FEET NORTH OF THE CENTER OF THE
 KN0282'CROSSING, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED S
 KN0282'43 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0187 ***********************************************************************
 HN0187  DESIGNATION -  S 43
 HN0187  PID         -  HN0187
 HN0187  STATE/COUNTY-  UT/SAN JUAN
 HN0187  COUNTRY     -  US
 HN0187  USGS QUAD   -  MIKES MESA (2017)
 HN0187
 HN0187                         *CURRENT SURVEY CONTROL
 HN0187  ______________________________________________________________________
 HN0187* NAD 83(1986) POSITION- 37 15 42.     (N) 110 25 24.     (W)   SCALED
 HN0187* NAVD 88 ORTHO HEIGHT -  1106.791 (meters)     3631.20  (feet) ADJUSTED
 HN0187  ______________________________________________________________________
 HN0187  GEOID HEIGHT    -        -21.858 (meters)                     GEOID18
 HN0187  DYNAMIC HEIGHT  -       1105.598 (meters)     3627.28  (feet) COMP
 HN0187  MODELED GRAVITY -    979,515.9   (mgal)                       NAVD 88
 HN0187
 HN0187  VERT ORDER      -  FIRST     CLASS II
 HN0187
 HN0187.The horizontal coordinates were scaled from a map and have
 HN0187.an estimated accuracy of +/- 6 seconds.
 HN0187
 HN0187.The orthometric height was determined by differential leveling and
 HN0187.adjusted by the NATIONAL GEODETIC SURVEY
 HN0187.in June 1991.
 HN0187
 HN0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0187.GEOID18 height accuracy estimate available here.
 HN0187
 HN0187.Click photographs - Photos may exist for this station.
 HN0187
 HN0187.The dynamic height is computed by dividing the NAVD 88
 HN0187.geopotential number by the normal gravity value computed on the
 HN0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0187.degrees latitude (g = 980.6199 gals.).
 HN0187
 HN0187.The modeled gravity was interpolated from observed gravity values.
 HN0187
 HN0187;                    North         East    Units  Estimated Accuracy
 HN0187;SPC UT S     - 3,066,590.      595,500.      MT  (+/- 180 meters Scaled)
 HN0187
 HN0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG511240(NAD 83)
 HN0187
 HN0187                          SUPERSEDED SURVEY CONTROL
 HN0187
 HN0187  NGVD 29 (??/??/92) 1105.919  (m)         3628.34   (f) ADJ UNCH    1 2
 HN0187
 HN0187.Superseded values are not recommended for survey control.
 HN0187
 HN0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0187.See file dsdata.pdf to determine how the superseded data were derived.
 HN0187
 HN0187_MARKER: DD = SURVEY DISK
 HN0187_SETTING: 66 = SET IN ROCK OUTCROP
 HN0187_STAMPING: S 43 1946
 HN0187_MARK LOGO: CGS
 HN0187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0187+STABILITY: POSITION/ELEVATION WELL
 HN0187
 HN0187  HISTORY     - Date     Condition        Report By
 HN0187  HISTORY     - 1946     MONUMENTED       BOR
 HN0187  HISTORY     - 1962     GOOD             CGS
 HN0187
 HN0187                          STATION DESCRIPTION
 HN0187
 HN0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0187'20.35 MI NW FROM OLJATO.
 HN0187'ABOUT 19.85 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0187'FROM THE TRADING POST AT OLJATO.  THENCE 0.5 MILE NORTHEAST ALONG THE
 HN0187'SOUTH BANK OF THE SAN JUAN RIVER, AT PIUTE FARMS, ABOUT 0.75 MILE
 HN0187'NORTHEAST OF AN INDIAN HOGAN, ABOUT 500 FEET SOUTHEAST OF THE SOUTH
 HN0187'BANK OF THE RIVER, ABOUT 10 FEET BELOW THE TOP OF A GRAVEL HILL AND
 HN0187'ABOUT 15 FEET ABOVE THE BOTTOM OF A WASH, AND SET IN THE TOP OF A RED
 HN0187'SANDSTONE LEDGE WHICH IS ON THE SOUTH BANK OF ROCKHOUSE GULCH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0165 ***********************************************************************
 KO0165  DESIGNATION -  S 45
 KO0165  PID         -  KO0165
 KO0165  STATE/COUNTY-  UT/MILLARD
 KO0165  COUNTRY     -  US
 KO0165  USGS QUAD   -  HARDING (2017)
 KO0165
 KO0165                         *CURRENT SURVEY CONTROL
 KO0165  ______________________________________________________________________
 KO0165* NAD 83(1986) POSITION- 39 16 15.     (N) 112 26 58.     (W)   SCALED
 KO0165* NAVD 88 ORTHO HEIGHT -  1425.070 (meters)     4675.42  (feet) ADJUSTED
 KO0165  ______________________________________________________________________
 KO0165  GEOID HEIGHT    -        -18.971 (meters)                     GEOID18
 KO0165  DYNAMIC HEIGHT  -       1423.775 (meters)     4671.17  (feet) COMP
 KO0165  MODELED GRAVITY -    979,667.9   (mgal)                       NAVD 88
 KO0165
 KO0165  VERT ORDER      -  SECOND    CLASS 0
 KO0165
 KO0165.The horizontal coordinates were scaled from a map and have
 KO0165.an estimated accuracy of +/- 6 seconds.
 KO0165
 KO0165.The orthometric height was determined by differential leveling and
 KO0165.adjusted by the NATIONAL GEODETIC SURVEY
 KO0165.in June 1991.
 KO0165
 KO0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0165.GEOID18 height accuracy estimate available here.
 KO0165
 KO0165.Click photographs - Photos may exist for this station.
 KO0165
 KO0165.The dynamic height is computed by dividing the NAVD 88
 KO0165.geopotential number by the normal gravity value computed on the
 KO0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0165.degrees latitude (g = 980.6199 gals.).
 KO0165
 KO0165.The modeled gravity was interpolated from observed gravity values.
 KO0165
 KO0165;                    North         East    Units  Estimated Accuracy
 KO0165;SPC UT C     - 2,104,520.      418,070.      MT  (+/- 180 meters Scaled)
 KO0165
 KO0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ749478(NAD 83)
 KO0165
 KO0165                          SUPERSEDED SURVEY CONTROL
 KO0165
 KO0165  NGVD 29 (??/??/92) 1424.003  (m)         4671.92   (f) ADJ UNCH    2 0
 KO0165
 KO0165.Superseded values are not recommended for survey control.
 KO0165
 KO0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0165.See file dsdata.pdf to determine how the superseded data were derived.
 KO0165
 KO0165_MARKER: DB = BENCH MARK DISK
 KO0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0165_STAMPING: S 45 1934
 KO0165_MARK LOGO: CGS
 KO0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0165+STABILITY: SURFACE MOTION
 KO0165
 KO0165  HISTORY     - Date     Condition        Report By
 KO0165  HISTORY     - 1934     MONUMENTED       CGS
 KO0165
 KO0165                          STATION DESCRIPTION
 KO0165
 KO0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0165'10.4 MI SE FROM DELTA.
 KO0165'ABOUT 10.4 MILES SOUTHEAST ALONG THE LOS ANGELES AND SALT LAKE
 KO0165'RAILROAD FROM THE COMMUNITY BUILDING AT DELTA, MILLARD COUNTY, 10 FEET
 KO0165'NORTH OF MILEPOST 10, AND 36 FEET WEST OF THE CENTER LINE OF THE
 KO0165'TRACK.  A STANDARD DISK, STAMPED S 45 1934 AND SET IN THE TOP OF A
 KO0165'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0316 ***********************************************************************
 JN0316  DESIGNATION -  S 46
 JN0316  PID         -  JN0316
 JN0316  STATE/COUNTY-  UT/SEVIER
 JN0316  COUNTRY     -  US
 JN0316  USGS QUAD   -  KOOSHAREM (2017)
 JN0316
 JN0316                         *CURRENT SURVEY CONTROL
 JN0316  ______________________________________________________________________
 JN0316* NAD 83(1986) POSITION- 38 31 01.     (N) 111 52 54.     (W)   SCALED
 JN0316* NAVD 88 ORTHO HEIGHT -  2117.501 (meters)     6947.17  (feet) ADJUSTED
 JN0316  ______________________________________________________________________
 JN0316  GEOID HEIGHT    -        -17.854 (meters)                     GEOID18
 JN0316  DYNAMIC HEIGHT  -       2115.054 (meters)     6939.14  (feet) COMP
 JN0316  MODELED GRAVITY -    979,396.8   (mgal)                       NAVD 88
 JN0316
 JN0316  VERT ORDER      -  SECOND    CLASS 0
 JN0316
 JN0316.The horizontal coordinates were scaled from a map and have
 JN0316.an estimated accuracy of +/- 6 seconds.
 JN0316
 JN0316.The orthometric height was determined by differential leveling and
 JN0316.adjusted by the NATIONAL GEODETIC SURVEY
 JN0316.in June 1991.
 JN0316
 JN0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0316.GEOID18 height accuracy estimate available here.
 JN0316
 JN0316.Click photographs - Photos may exist for this station.
 JN0316
 JN0316.The dynamic height is computed by dividing the NAVD 88
 JN0316.geopotential number by the normal gravity value computed on the
 JN0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0316.degrees latitude (g = 980.6199 gals.).
 JN0316
 JN0316.The modeled gravity was interpolated from observed gravity values.
 JN0316
 JN0316;                    North         East    Units  Estimated Accuracy
 JN0316;SPC UT C     - 2,020,460.      466,710.      MT  (+/- 180 meters Scaled)
 JN0316
 JN0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH231635(NAD 83)
 JN0316
 JN0316                          SUPERSEDED SURVEY CONTROL
 JN0316
 JN0316  NGVD 29 (??/??/92) 2116.202  (m)         6942.91   (f) ADJ UNCH    2 0
 JN0316
 JN0316.Superseded values are not recommended for survey control.
 JN0316
 JN0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0316.See file dsdata.pdf to determine how the superseded data were derived.
 JN0316
 JN0316_MARKER: DB = BENCH MARK DISK
 JN0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0316_STAMPING: S 46 1934
 JN0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0316+STABILITY: SURFACE MOTION
 JN0316
 JN0316  HISTORY     - Date     Condition        Report By
 JN0316  HISTORY     - 1934     MONUMENTED       CGS
 JN0316  HISTORY     - 20101210 MARK NOT FOUND   GEOCAC
 JN0316
 JN0316                          STATION DESCRIPTION
 JN0316
 JN0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0316'IN KOOSHAREM.
 JN0316'AT THE NORTH EDGE OF KOOSHAREM, ON STATE HIGHWAY 62, AT A SIGNBOARD
 JN0316'READING 21 MILES TO LOA, 30 FEET WEST OF THE CENTER LINE OF THE
 JN0316'HIGHWAY, 15 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND IN LINE WITH A
 JN0316'ROW OF POLES, AND SET IN THE TOP OF A CONCRETE POST.
 JN0316
 JN0316                          STATION RECOVERY (2010)
 JN0316
 JN0316'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 JN0316'ROAD HAS BEEN WIDENED AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0285 ***********************************************************************
 JN0285  DESIGNATION -  S 48
 JN0285  PID         -  JN0285
 JN0285  STATE/COUNTY-  UT/SEVIER
 JN0285  COUNTRY     -  US
 JN0285  USGS QUAD   -  SALINA (2017)
 JN0285
 JN0285                         *CURRENT SURVEY CONTROL
 JN0285  ______________________________________________________________________
 JN0285* NAD 83(1986) POSITION- 38 55 48.     (N) 111 47 19.     (W)   SCALED
 JN0285* NAVD 88 ORTHO HEIGHT -  1684.753 (meters)     5527.39  (feet) ADJUSTED
 JN0285  ______________________________________________________________________
 JN0285  GEOID HEIGHT    -        -18.252 (meters)                     GEOID18
 JN0285  DYNAMIC HEIGHT  -       1682.960 (meters)     5521.51  (feet) COMP
 JN0285  MODELED GRAVITY -    979,504.8   (mgal)                       NAVD 88
 JN0285
 JN0285  VERT ORDER      -  SECOND    CLASS 0
 JN0285
 JN0285.The horizontal coordinates were scaled from a map and have
 JN0285.an estimated accuracy of +/- 6 seconds.
 JN0285
 JN0285.The orthometric height was determined by differential leveling and
 JN0285.adjusted by the NATIONAL GEODETIC SURVEY
 JN0285.in June 1991.
 JN0285
 JN0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0285.GEOID18 height accuracy estimate available here.
 JN0285
 JN0285.Click photographs - Photos may exist for this station.
 JN0285
 JN0285.The dynamic height is computed by dividing the NAVD 88
 JN0285.geopotential number by the normal gravity value computed on the
 JN0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0285.degrees latitude (g = 980.6199 gals.).
 JN0285
 JN0285.The modeled gravity was interpolated from observed gravity values.
 JN0285
 JN0285;                    North         East    Units  Estimated Accuracy
 JN0285;SPC UT C     - 2,066,280.      474,970.      MT  (+/- 180 meters Scaled)
 JN0285
 JN0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ316093(NAD 83)
 JN0285
 JN0285                          SUPERSEDED SURVEY CONTROL
 JN0285
 JN0285  NGVD 29 (??/??/92) 1683.540  (m)         5523.41   (f) ADJ UNCH    2 0
 JN0285
 JN0285.Superseded values are not recommended for survey control.
 JN0285
 JN0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0285.See file dsdata.pdf to determine how the superseded data were derived.
 JN0285
 JN0285_MARKER: DB = BENCH MARK DISK
 JN0285_SETTING: 80 = SET IN A BOULDER
 JN0285_STAMPING: S 48 1934
 JN0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0285+STABILITY: SURFACE MOTION
 JN0285
 JN0285  HISTORY     - Date     Condition        Report By
 JN0285  HISTORY     - 1934     MONUMENTED       CGS
 JN0285  HISTORY     - 1966     GOOD             USGS
 JN0285
 JN0285                          STATION DESCRIPTION
 JN0285
 JN0285'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 JN0285'6.0 MI E FROM SALINA.
 JN0285'6.0 MILES EAST ALONG STATE HIGHWAY 10 FROM THE DENVER AND RIO GRANDE
 JN0285'WESTERN RAILRAOD STATION AT SALINA, IN A CANYON ABOUT 1.3 MLES EAST
 JN0285'FROM THE ENTRANCE OF FISHLAKE NATIONAL FOREST, ABOUT 450 SOUTHWEST OF
 JN0285'THE HIGHWAY AND 120 FEET LOWER.  13 FEET NORTH OF THE CENTERLINE OF AN
 JN0285'OLD ROAD, AND 3 FEET HIGHER THAN THE OLD ROAD, IN A SEDIMENTARY
 JN0285'SANDSTONE BOULER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0141 ***********************************************************************
 KO0141  DESIGNATION -  S 50
 KO0141  PID         -  KO0141
 KO0141  STATE/COUNTY-  UT/MILLARD
 KO0141  COUNTRY     -  US
 KO0141  USGS QUAD   -  SCIPIO SOUTH (2017)
 KO0141
 KO0141                         *CURRENT SURVEY CONTROL
 KO0141  ______________________________________________________________________
 KO0141* NAD 83(1986) POSITION- 39 08 30.     (N) 112 03 42.     (W)   SCALED
 KO0141* NAVD 88 ORTHO HEIGHT -  1802.153 (meters)     5912.56  (feet) ADJUSTED
 KO0141  ______________________________________________________________________
 KO0141  GEOID HEIGHT    -        -18.209 (meters)                     GEOID18
 KO0141  DYNAMIC HEIGHT  -       1800.317 (meters)     5906.54  (feet) COMP
 KO0141  MODELED GRAVITY -    979,544.9   (mgal)                       NAVD 88
 KO0141
 KO0141  VERT ORDER      -  SECOND    CLASS 0
 KO0141
 KO0141.The horizontal coordinates were scaled from a map and have
 KO0141.an estimated accuracy of +/- 6 seconds.
 KO0141
 KO0141.The orthometric height was determined by differential leveling and
 KO0141.adjusted by the NATIONAL GEODETIC SURVEY
 KO0141.in June 1991.
 KO0141
 KO0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0141.GEOID18 height accuracy estimate available here.
 KO0141
 KO0141.Click photographs - Photos may exist for this station.
 KO0141
 KO0141.The dynamic height is computed by dividing the NAVD 88
 KO0141.geopotential number by the normal gravity value computed on the
 KO0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0141.degrees latitude (g = 980.6199 gals.).
 KO0141
 KO0141.The modeled gravity was interpolated from observed gravity values.
 KO0141
 KO0141;                    North         East    Units  Estimated Accuracy
 KO0141;SPC UT C     - 2,089,890.      451,440.      MT  (+/- 180 meters Scaled)
 KO0141
 KO0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ082330(NAD 83)
 KO0141
 KO0141                          SUPERSEDED SURVEY CONTROL
 KO0141
 KO0141  NGVD 29 (??/??/92) 1800.956  (m)         5908.64   (f) ADJ UNCH    2 0
 KO0141
 KO0141.Superseded values are not recommended for survey control.
 KO0141
 KO0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0141.See file dsdata.pdf to determine how the superseded data were derived.
 KO0141
 KO0141_MARKER: DB = BENCH MARK DISK
 KO0141_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0141_SP_SET: BANISTER
 KO0141_STAMPING: S 50 1934
 KO0141_MARK LOGO: CGS
 KO0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0141+STABILITY: SURFACE MOTION
 KO0141
 KO0141  HISTORY     - Date     Condition        Report By
 KO0141  HISTORY     - 1934     MONUMENTED       CGS
 KO0141
 KO0141                          STATION DESCRIPTION
 KO0141
 KO0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0141'8.4 MI SE FROM SCIPIO.
 KO0141'ABOUT 8.4 MILES SOUTHEAST ALONG STATE HIGHWAY 63 FROM THE SCHOOLHOUSE
 KO0141'AT SCIPIO, MILLARD COUNTY, AT A CONCRETE IRRIGATION WALL, AT THE
 KO0141'NORTHEAST CORNER OF A WING, IN THE TOP OF THE BANISTER, AND 30 INCHES
 KO0141'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED S 50 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0126 ***********************************************************************
 KN0126  DESIGNATION -  S 51
 KN0126  PID         -  KN0126
 KN0126  STATE/COUNTY-  UT/CARBON
 KN0126  COUNTRY     -  US
 KN0126  USGS QUAD   -  WELLINGTON (2017)
 KN0126
 KN0126                         *CURRENT SURVEY CONTROL
 KN0126  ______________________________________________________________________
 KN0126* NAD 83(1986) POSITION- 39 34 36.     (N) 110 39 08.     (W)   SCALED
 KN0126* NAVD 88 ORTHO HEIGHT -  1703.538 (meters)     5589.02  (feet) ADJUSTED
 KN0126  ______________________________________________________________________
 KN0126  GEOID HEIGHT    -        -17.195 (meters)                     GEOID18
 KN0126  DYNAMIC HEIGHT  -       1701.875 (meters)     5583.57  (feet) COMP
 KN0126  MODELED GRAVITY -    979,590.3   (mgal)                       NAVD 88
 KN0126
 KN0126  VERT ORDER      -  SECOND    CLASS 0
 KN0126
 KN0126.The horizontal coordinates were scaled from a map and have
 KN0126.an estimated accuracy of +/- 6 seconds.
 KN0126
 KN0126.The orthometric height was determined by differential leveling and
 KN0126.adjusted by the NATIONAL GEODETIC SURVEY
 KN0126.in June 1991.
 KN0126
 KN0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0126.GEOID18 height accuracy estimate available here.
 KN0126
 KN0126.Click photographs - Photos may exist for this station.
 KN0126
 KN0126.The dynamic height is computed by dividing the NAVD 88
 KN0126.geopotential number by the normal gravity value computed on the
 KN0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0126.degrees latitude (g = 980.6199 gals.).
 KN0126
 KN0126.The modeled gravity was interpolated from observed gravity values.
 KN0126
 KN0126;                    North         East    Units  Estimated Accuracy
 KN0126;SPC UT C     - 2,138,380.      572,830.      MT  (+/- 180 meters Scaled)
 KN0126
 KN0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ298808(NAD 83)
 KN0126
 KN0126                          SUPERSEDED SURVEY CONTROL
 KN0126
 KN0126  NGVD 29 (??/??/92) 1702.476  (m)         5585.54   (f) ADJ UNCH    2 0
 KN0126
 KN0126.Superseded values are not recommended for survey control.
 KN0126
 KN0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0126.See file dsdata.pdf to determine how the superseded data were derived.
 KN0126
 KN0126_MARKER: DB = BENCH MARK DISK
 KN0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0126_STAMPING: S 51 1934
 KN0126_MARK LOGO: CGS
 KN0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0126+STABILITY: SURFACE MOTION
 KN0126
 KN0126  HISTORY     - Date     Condition        Report By
 KN0126  HISTORY     - 1934     MONUMENTED       CGS
 KN0126  HISTORY     - 1972     MARK NOT FOUND   USGS
 KN0126
 KN0126                          STATION DESCRIPTION
 KN0126
 KN0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0126'3.9 MI E FROM WELLINGTON.
 KN0126'ABOUT 3.9 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE DENVER AND RIO
 KN0126'GRANDE WESTERN RAILROAD STATION AT WELLINGTON, CARBON COUNTY, THENCE
 KN0126'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 53.  AND 36 FEET EAST OF THE
 KN0126'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED S 51 1934 AND
 KN0126'SET IN THE TOP OF A CONCRETE POST.
 KN0126
 KN0126                          STATION RECOVERY (1972)
 KN0126
 KN0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KN0126'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0036 ***********************************************************************
 LO0036  DESIGNATION -  S 52
 LO0036  PID         -  LO0036
 LO0036  STATE/COUNTY-  UT/DUCHESNE
 LO0036  COUNTRY     -  US
 LO0036  USGS QUAD   -  MYTON SW (2017)
 LO0036
 LO0036                         *CURRENT SURVEY CONTROL
 LO0036  ______________________________________________________________________
 LO0036* NAD 83(1986) POSITION- 40 03 31.     (N) 110 08 59.     (W)   SCALED
 LO0036* NAVD 88 ORTHO HEIGHT -  1775.458 (meters)     5824.98  (feet) ADJUSTED
 LO0036  ______________________________________________________________________
 LO0036  GEOID HEIGHT    -        -17.667 (meters)                     GEOID18
 LO0036  DYNAMIC HEIGHT  -       1773.715 (meters)     5819.26  (feet) COMP
 LO0036  MODELED GRAVITY -    979,581.6   (mgal)                       NAVD 88
 LO0036
 LO0036  VERT ORDER      -  SECOND    CLASS 0
 LO0036
 LO0036.The horizontal coordinates were scaled from a map and have
 LO0036.an estimated accuracy of +/- 6 seconds.
 LO0036
 LO0036.The orthometric height was determined by differential leveling and
 LO0036.adjusted by the NATIONAL GEODETIC SURVEY
 LO0036.in June 1991.
 LO0036
 LO0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0036.GEOID18 height accuracy estimate available here.
 LO0036
 LO0036.Click photographs - Photos may exist for this station.
 LO0036
 LO0036.The dynamic height is computed by dividing the NAVD 88
 LO0036.geopotential number by the normal gravity value computed on the
 LO0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0036.degrees latitude (g = 980.6199 gals.).
 LO0036
 LO0036.The modeled gravity was interpolated from observed gravity values.
 LO0036
 LO0036;                    North         East    Units  Estimated Accuracy
 LO0036;SPC UT C     - 2,192,410.      615,190.      MT  (+/- 180 meters Scaled)
 LO0036
 LO0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK725346(NAD 83)
 LO0036
 LO0036                          SUPERSEDED SURVEY CONTROL
 LO0036
 LO0036  NGVD 29 (??/??/92) 1774.19   (m)         5820.8    (f) COMPUTED    2 0
 LO0036
 LO0036.Superseded values are not recommended for survey control.
 LO0036
 LO0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0036.See file dsdata.pdf to determine how the superseded data were derived.
 LO0036
 LO0036_MARKER: DB = BENCH MARK DISK
 LO0036_SETTING: 80 = SET IN A BOULDER
 LO0036_STAMPING: S 52 1934
 LO0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0036+STABILITY: SURFACE MOTION
 LO0036
 LO0036  HISTORY     - Date     Condition        Report By
 LO0036  HISTORY     - 1934     MONUMENTED       CGS
 LO0036  HISTORY     - 20020411 MARK NOT FOUND   NGS
 LO0036
 LO0036                          STATION DESCRIPTION
 LO0036
 LO0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0036'1.7 MI W FROM MYTON.
 LO0036'ABOUT 1.7 WEST ALONG U.S. HIGHWAY 40 FROM THE HIGHWAY TURN AT MYTON,
 LO0036'DUCHESNE COUNTY, THENCE ABOUT 9.5 MILES SOUTH ALONG STATE HIGHWAY 53.
 LO0036'ABOUT 6.8 MILES SOUTH OF A TO PRICE SIGN WITH AN ARROW BELOW IT, AT
 LO0036'THE NORTH END OF A SHARP CURVE OR SWITCHBACK LEADING INTO A CANYON, 15
 LO0036'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A
 LO0036'SANDSTONE BOULDER.  A STANDARD DISK, STAMPED S 52 1934.
 LO0036
 LO0036                          STATION RECOVERY (2002)
 LO0036
 LO0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 LO0036'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0079 ***********************************************************************
 LO0079  DESIGNATION -  S 53
 LO0079  PID         -  LO0079
 LO0079  STATE/COUNTY-  UT/DUCHESNE
 LO0079  COUNTRY     -  US
 LO0079  USGS QUAD   -  FRUITLAND (2017)
 LO0079
 LO0079                         *CURRENT SURVEY CONTROL
 LO0079  ______________________________________________________________________
 LO0079* NAD 83(1986) POSITION- 40 12 44.     (N) 110 51 33.     (W)   SCALED
 LO0079* NAVD 88 ORTHO HEIGHT -  2046.867 (meters)     6715.43  (feet) ADJUSTED
 LO0079  ______________________________________________________________________
 LO0079  GEOID HEIGHT    -        -15.958 (meters)                     GEOID18
 LO0079  DYNAMIC HEIGHT  -       2044.780 (meters)     6708.58  (feet) COMP
 LO0079  MODELED GRAVITY -    979,533.0   (mgal)                       NAVD 88
 LO0079
 LO0079  VERT ORDER      -  SECOND    CLASS 0
 LO0079
 LO0079.The horizontal coordinates were scaled from a map and have
 LO0079.an estimated accuracy of +/- 6 seconds.
 LO0079
 LO0079.The orthometric height was determined by differential leveling and
 LO0079.adjusted by the NATIONAL GEODETIC SURVEY
 LO0079.in June 1991.
 LO0079
 LO0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0079.GEOID18 height accuracy estimate available here.
 LO0079
 LO0079.Click photographs - Photos may exist for this station.
 LO0079
 LO0079.The dynamic height is computed by dividing the NAVD 88
 LO0079.geopotential number by the normal gravity value computed on the
 LO0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0079.degrees latitude (g = 980.6199 gals.).
 LO0079
 LO0079.The modeled gravity was interpolated from observed gravity values.
 LO0079
 LO0079;                    North         East    Units  Estimated Accuracy
 LO0079;SPC UT C     - 2,208,790.      554,550.      MT  (+/- 180 meters Scaled)
 LO0079
 LO0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK119513(NAD 83)
 LO0079
 LO0079                          SUPERSEDED SURVEY CONTROL
 LO0079
 LO0079  NGVD 29 (??/??/92) 2045.515  (m)         6710.99   (f) ADJ UNCH    2 0
 LO0079
 LO0079.Superseded values are not recommended for survey control.
 LO0079
 LO0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0079.See file dsdata.pdf to determine how the superseded data were derived.
 LO0079
 LO0079_MARKER: P = PIPE CAP
 LO0079_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0079_STAMPING: S 53 1934
 LO0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0079
 LO0079  HISTORY     - Date     Condition        Report By
 LO0079  HISTORY     - 1934     MONUMENTED       BPR
 LO0079  HISTORY     - 1959     MARK NOT FOUND   USGS
 LO0079
 LO0079                          STATION DESCRIPTION
 LO0079
 LO0079'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO0079'1.0 MI W FROM FRUITLAND.
 LO0079'1.0 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT FRUITLAND,
 LO0079'DUCHESNE COUNTY, JUST EAST OF A TURN, AND 34 FEET SOUTH OF THE
 LO0079'CENTERLINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS
 LO0079'STANDARD CAP, STAMPED S 53 1934 AND FASTENED ON THE TOP OF A 3-INCH
 LO0079'IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0482 ***********************************************************************
 LO0482  DESIGNATION -  S 54
 LO0482  PID         -  LO0482
 LO0482  STATE/COUNTY-  UT/UTAH
 LO0482  COUNTRY     -  US
 LO0482  USGS QUAD   -  PROVO (2017)
 LO0482
 LO0482                         *CURRENT SURVEY CONTROL
 LO0482  ______________________________________________________________________
 LO0482* NAD 83(1986) POSITION- 40 13 32.     (N) 111 39 50.     (W)   SCALED
 LO0482* NAVD 88 ORTHO HEIGHT -  1380.296 (meters)     4528.52  (feet) ADJUSTED
 LO0482  ______________________________________________________________________
 LO0482  GEOID HEIGHT    -        -17.144 (meters)                     GEOID18
 LO0482  DYNAMIC HEIGHT  -       1379.089 (meters)     4524.56  (feet) COMP
 LO0482  MODELED GRAVITY -    979,703.9   (mgal)                       NAVD 88
 LO0482
 LO0482  VERT ORDER      -  SECOND    CLASS 0
 LO0482
 LO0482.The horizontal coordinates were scaled from a map and have
 LO0482.an estimated accuracy of +/- 6 seconds.
 LO0482
 LO0482.The orthometric height was determined by differential leveling and
 LO0482.adjusted by the NATIONAL GEODETIC SURVEY
 LO0482.in June 1991.
 LO0482
 LO0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0482.GEOID18 height accuracy estimate available here.
 LO0482
 LO0482.Click photographs - Photos may exist for this station.
 LO0482
 LO0482.The dynamic height is computed by dividing the NAVD 88
 LO0482.geopotential number by the normal gravity value computed on the
 LO0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0482.degrees latitude (g = 980.6199 gals.).
 LO0482
 LO0482.The modeled gravity was interpolated from observed gravity values.
 LO0482
 LO0482;                    North         East    Units  Estimated Accuracy
 LO0482;SPC UT C     - 2,210,090.      486,050.      MT  (+/- 180 meters Scaled)
 LO0482
 LO0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK435530(NAD 83)
 LO0482
 LO0482                          SUPERSEDED SURVEY CONTROL
 LO0482
 LO0482  NGVD 29 (??/??/92) 1379.288  (m)         4525.21   (f) ADJ UNCH    2 0
 LO0482
 LO0482.Superseded values are not recommended for survey control.
 LO0482
 LO0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0482.See file dsdata.pdf to determine how the superseded data were derived.
 LO0482
 LO0482_MARKER: DB = BENCH MARK DISK
 LO0482_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LO0482_SP_SET: BUILDING WALL
 LO0482_STAMPING: S 54 1934
 LO0482_MARK LOGO: CGS
 LO0482_MAGNETIC: N = NO MAGNETIC MATERIAL
 LO0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0482+STABILITY: SURFACE MOTION
 LO0482
 LO0482  HISTORY     - Date     Condition        Report By
 LO0482  HISTORY     - 1934     MONUMENTED       CGS
 LO0482  HISTORY     - 1960     GOOD             CGS
 LO0482  HISTORY     - 1977     GOOD             NGS
 LO0482  HISTORY     - 19861110 GOOD             UT-049
 LO0482  HISTORY     - 19900306 MARK NOT FOUND   USGS
 LO0482
 LO0482                          STATION DESCRIPTION
 LO0482
 LO0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LO0482'IN PROVO.
 LO0482'AT PROVO, UTAH COUNTY, AT THE LOS ANGELES AND SALT LAKE RAILROAD
 LO0482'STATION, IN THE SOUTH BRICK WALL, WEST OF THE ENTRANCE, AND 5 FEET
 LO0482'HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED S 54 1934 AND SET
 LO0482'VERTICALLY.
 LO0482
 LO0482                          STATION RECOVERY (1977)
 LO0482
 LO0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LO0482'RECOVERED IN GOOD CONDITION.
 LO0482
 LO0482                          STATION RECOVERY (1986)
 LO0482
 LO0482'RECOVERY NOTE BY UTAH COUNTY UTAH 1986
 LO0482'RECOVERED IN GOOD CONDITION.
 LO0482
 LO0482                          STATION RECOVERY (1990)
 LO0482
 LO0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SDC)
 LO0482'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1161 ***********************************************************************
 LO1161  DESIGNATION -  S 54 RESET
 LO1161  PID         -  LO1161
 LO1161  STATE/COUNTY-  UT/UTAH
 LO1161  COUNTRY     -  US
 LO1161  USGS QUAD   -  PROVO (2017)
 LO1161
 LO1161                         *CURRENT SURVEY CONTROL
 LO1161  ______________________________________________________________________
 LO1161* NAD 83(1986) POSITION- 40 13 33.06   (N) 111 39 44.67   (W)   HD_HELD1
 LO1161* NAVD 88 ORTHO HEIGHT -  1378.46  (meters)     4522.5   (feet) RESET
 LO1161  ______________________________________________________________________
 LO1161  GEOID HEIGHT    -        -17.133 (meters)                     GEOID18
 LO1161  VERT ORDER      -  THIRD
 LO1161
 LO1161.The horizontal coordinates were determined by differentially corrected
 LO1161.hand held GPS observations or other comparable positioning techniques
 LO1161.and have an estimated accuracy of +/- 3 meters.
 LO1161
 LO1161.The orthometric height was computed from unverified reset data.
 LO1161
 LO1161.No vertical observational check was made to the station.
 LO1161
 LO1161.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1161.GEOID18 height accuracy estimate available here.
 LO1161
 LO1161.Click photographs - Photos may exist for this station.
 LO1161
 LO1161;                    North         East    Units  Estimated Accuracy
 LO1161;SPC UT C     - 2,210,119.3     486,178.2     MT  (+/- 3 meters HH1 GPS) 
 LO1161
 LO1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4364353035(NAD 83)
 LO1161
 LO1161                          SUPERSEDED SURVEY CONTROL
 LO1161
 LO1161  NGVD 29 (07/25/12) 1377.45   (m)         4519.2    (f) RESET       3  
 LO1161
 LO1161.Superseded values are not recommended for survey control.
 LO1161
 LO1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1161.See file dsdata.pdf to determine how the superseded data were derived.
 LO1161
 LO1161_MARKER: DV = VERTICAL CONTROL DISK
 LO1161_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LO1161+WITH SETTING: PAVEMENT
 LO1161_SP_SET: RAILROAD SIGNAL BASE
 LO1161_STAMPING: S 54 RESET 1986
 LO1161_MARK LOGO: NGS
 LO1161_MAGNETIC: N = NO MAGNETIC MATERIAL
 LO1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1161+STABILITY: SURFACE MOTION
 LO1161
 LO1161  HISTORY     - Date     Condition        Report By
 LO1161  HISTORY     - 1986     MONUMENTED       UT-049
 LO1161
 LO1161                          STATION DESCRIPTION
 LO1161
 LO1161'DESCRIBED BY UTAH COUNTY UTAH 1986
 LO1161'IN PROVO, AT THE INTERSECTION OF 600 SOUTH 200 WEST ON WEST SIDE OF
 LO1161'200 WEST, SET IN BASE OF RAILROAD SIGNAL ON NORTH SIDE OF DENVER AND
 LO1161'RIO GRANDE RAILROAD TRACKS, MARKER IS ABOUT 500 FEET (152.4 M) EAST
 LO1161'OF OLD MARKER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0175 ***********************************************************************
 KO0175  DESIGNATION -  S 55
 KO0175  PID         -  KO0175
 KO0175  STATE/COUNTY-  UT/JUAB
 KO0175  COUNTRY     -  US
 KO0175  USGS QUAD   -  MILLS (2017)
 KO0175
 KO0175                         *CURRENT SURVEY CONTROL
 KO0175  ______________________________________________________________________
 KO0175* NAD 83(1986) POSITION- 39 24 08.     (N) 112 01 48.     (W)   SCALED
 KO0175* NAVD 88 ORTHO HEIGHT -  1535.918 (meters)     5039.09  (feet) ADJUSTED
 KO0175  ______________________________________________________________________
 KO0175  GEOID HEIGHT    -        -18.251 (meters)                     GEOID18
 KO0175  DYNAMIC HEIGHT  -       1534.453 (meters)     5034.28  (feet) COMP
 KO0175  MODELED GRAVITY -    979,619.5   (mgal)                       NAVD 88
 KO0175
 KO0175  VERT ORDER      -  SECOND    CLASS 0
 KO0175
 KO0175.The horizontal coordinates were scaled from a map and have
 KO0175.an estimated accuracy of +/- 6 seconds.
 KO0175
 KO0175.The orthometric height was determined by differential leveling and
 KO0175.adjusted by the NATIONAL GEODETIC SURVEY
 KO0175.in June 1991.
 KO0175
 KO0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0175.GEOID18 height accuracy estimate available here.
 KO0175
 KO0175.Click photographs - Photos may exist for this station.
 KO0175
 KO0175.The dynamic height is computed by dividing the NAVD 88
 KO0175.geopotential number by the normal gravity value computed on the
 KO0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0175.degrees latitude (g = 980.6199 gals.).
 KO0175
 KO0175.The modeled gravity was interpolated from observed gravity values.
 KO0175
 KO0175;                    North         East    Units  Estimated Accuracy
 KO0175;SPC UT C     - 2,118,800.      454,350.      MT  (+/- 180 meters Scaled)
 KO0175
 KO0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ113619(NAD 83)
 KO0175
 KO0175                          SUPERSEDED SURVEY CONTROL
 KO0175
 KO0175  NGVD 29 (??/??/92) 1534.764  (m)         5035.30   (f) ADJ UNCH    2 0
 KO0175
 KO0175.Superseded values are not recommended for survey control.
 KO0175
 KO0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0175.See file dsdata.pdf to determine how the superseded data were derived.
 KO0175
 KO0175_MARKER: DB = BENCH MARK DISK
 KO0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0175_STAMPING: S 55 1934
 KO0175_MARK LOGO: CGS
 KO0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0175+STABILITY: SURFACE MOTION
 KO0175
 KO0175  HISTORY     - Date     Condition        Report By
 KO0175  HISTORY     - 1934     MONUMENTED       CGS
 KO0175  HISTORY     - 19730323 MARK NOT FOUND   LOCSUR
 KO0175  HISTORY     - 20101210 MARK NOT FOUND   GEOCAC
 KO0175
 KO0175                          STATION DESCRIPTION
 KO0175
 KO0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0175'9.4 MI S FROM JUAB.
 KO0175'ABOUT 9.4 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM JUAB, JUAB COUNTY,
 KO0175'WEST OF A SMALL RESERVOIR, IN LINE WITH A ROW OF POLES, AND 24 FEET
 KO0175'WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED S 55
 KO0175'1934 AND SET IN THE TOP OF A CONCRETE POST.
 KO0175
 KO0175                          STATION RECOVERY (1973)
 KO0175
 KO0175'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 KO0175'MARK NOT FOUND.
 KO0175
 KO0175                          STATION RECOVERY (2010)
 KO0175
 KO0175'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 KO0175'ROAD HAS BEEN WIDENED AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA4650 ***********************************************************************
 AA4650  DESIGNATION -  S 55 RESET
 AA4650  PID         -  AA4650
 AA4650  STATE/COUNTY-  UT/JUAB
 AA4650  COUNTRY     -  US
 AA4650  USGS QUAD   -  MILLS (2017)
 AA4650
 AA4650                         *CURRENT SURVEY CONTROL
 AA4650  ______________________________________________________________________
 AA4650* NAD 83(1986) POSITION- 39 24 07.6    (N) 112 01 48.6    (W)   HD_HELD2
 AA4650* NAVD 88 ORTHO HEIGHT -  1537.31  (+/-2cm)     5043.7   (feet) VERTCON3
 AA4650  ______________________________________________________________________
 AA4650  GEOID HEIGHT    -        -18.251 (meters)                     GEOID18
 AA4650  VERT ORDER      -  THIRD (See Below)
 AA4650
 AA4650.The horizontal coordinates were established by autonomous hand held GPS
 AA4650.observations and have an estimated accuracy of +/- 10 meters.
 AA4650
 AA4650.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4650
 AA4650.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA4650.GEOID18 height accuracy estimate available here.
 AA4650
 AA4650.The vertical order pertains to the NGVD 29 superseded value.
 AA4650
 AA4650.Click photographs - Photos may exist for this station.
 AA4650
 AA4650;                    North         East    Units  Estimated Accuracy
 AA4650;SPC UT C     - 2,118,790.      454,338.      MT  (+/- 10 meters HH2 GPS)
 AA4650
 AA4650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ1130261907(NAD 83)
 AA4650
 AA4650                          SUPERSEDED SURVEY CONTROL
 AA4650
 AA4650  NGVD 29 (07/25/12) 1536.16   (m)         5039.9    (f) RESET       3  
 AA4650
 AA4650.Superseded values are not recommended for survey control.
 AA4650
 AA4650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4650.See file dsdata.pdf to determine how the superseded data were derived.
 AA4650
 AA4650_MARKER: DV = VERTICAL CONTROL DISK
 AA4650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4650_STAMPING: S 55 RESET 1972
 AA4650_MARK LOGO: NGS
 AA4650_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4650+STABILITY: SURFACE MOTION
 AA4650
 AA4650  HISTORY     - Date     Condition        Report By
 AA4650  HISTORY     - 1972     MONUMENTED       LOCSUR
 AA4650
 AA4650                          STATION DESCRIPTION
 AA4650
 AA4650'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (RLR)
 AA4650'ABOUT 2.48 MILES (3.99 KM) NORTH ALONG FEDERAL-AID COUNTY SECONDARY
 AA4650'ROUTE NO.  270 FROM THE ENTRANCE TO YUBA STATE PARK, WEST OF SEVIER
 AA4650'BRIDGE RESERVOIR, 75 FEET (22.9 M) WEST OF THE CENTERLINE OF THE
 AA4650'HIGHWAY, 11 FEET (3.4 M) SOUTHEASTERLY FROM A POWERPOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0056 ***********************************************************************
 LP0056  DESIGNATION -  S 56
 LP0056  PID         -  LP0056
 LP0056  STATE/COUNTY-  UT/UTAH
 LP0056  COUNTRY     -  US
 LP0056  USGS QUAD   -  FIVEMILE PASS (2017)
 LP0056
 LP0056                         *CURRENT SURVEY CONTROL
 LP0056  ______________________________________________________________________
 LP0056* NAD 83(1986) POSITION- 40 14 26.     (N) 112 09 13.     (W)   SCALED
 LP0056* NAVD 88 ORTHO HEIGHT -  1593.754 (meters)     5228.84  (feet) ADJUSTED
 LP0056  ______________________________________________________________________
 LP0056  GEOID HEIGHT    -        -17.418 (meters)                     GEOID18
 LP0056  DYNAMIC HEIGHT  -       1592.370 (meters)     5224.30  (feet) COMP
 LP0056  MODELED GRAVITY -    979,701.0   (mgal)                       NAVD 88
 LP0056
 LP0056  VERT ORDER      -  SECOND    CLASS 0
 LP0056
 LP0056.The horizontal coordinates were scaled from a map and have
 LP0056.an estimated accuracy of +/- 6 seconds.
 LP0056
 LP0056.The orthometric height was determined by differential leveling and
 LP0056.adjusted by the NATIONAL GEODETIC SURVEY
 LP0056.in June 1991.
 LP0056
 LP0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0056.GEOID18 height accuracy estimate available here.
 LP0056
 LP0056.Click photographs - Photos may exist for this station.
 LP0056
 LP0056.The dynamic height is computed by dividing the NAVD 88
 LP0056.geopotential number by the normal gravity value computed on the
 LP0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0056.degrees latitude (g = 980.6199 gals.).
 LP0056
 LP0056.The modeled gravity was interpolated from observed gravity values.
 LP0056
 LP0056;                    North         East    Units  Estimated Accuracy
 LP0056;SPC UT C     - 2,211,940.      444,390.      MT  (+/- 180 meters Scaled)
 LP0056
 LP0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK018550(NAD 83)
 LP0056
 LP0056                          SUPERSEDED SURVEY CONTROL
 LP0056
 LP0056  NGVD 29 (??/??/92) 1592.679  (m)         5225.31   (f) ADJ UNCH    2 0
 LP0056
 LP0056.Superseded values are not recommended for survey control.
 LP0056
 LP0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0056.See file dsdata.pdf to determine how the superseded data were derived.
 LP0056
 LP0056_MARKER: DB = BENCH MARK DISK
 LP0056_SETTING: 66 = SET IN ROCK OUTCROP
 LP0056_STAMPING: S 56 1934
 LP0056_MARK LOGO: CGS
 LP0056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0056+STABILITY: POSITION/ELEVATION WELL
 LP0056
 LP0056  HISTORY     - Date     Condition        Report By
 LP0056  HISTORY     - 1934     MONUMENTED       CGS
 LP0056  HISTORY     - 1967     POOR             USGS
 LP0056
 LP0056                          STATION DESCRIPTION
 LP0056
 LP0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0056'7.2 MI NE FROM TOPLIFF.
 LP0056'IN UTAH COUNTY, 7.2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD
 LP0056'FROM THE WATER TANK AT TOPLIFF, TOOELE COUNTY, 10 RAILS EAST OF BRIDGE
 LP0056'NO. 22.28, IN A ROCK CUT ON THE NORTH SIDE OF THE TRACK, AND 2 FEET
 LP0056'ABOVE THE TRACK.  A STANDARD DISK, STAMPED S 56 1934.
 LP0056
 LP0056                          STATION RECOVERY (1967)
 LP0056
 LP0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LP0056'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0156 ***********************************************************************
 HO0156  DESIGNATION -  S 57
 HO0156  PID         -  HO0156
 HO0156  STATE/COUNTY-  UT/WASHINGTON
 HO0156  COUNTRY     -  US
 HO0156  USGS QUAD   -  SPRINGDALE EAST (2017)
 HO0156
 HO0156                         *CURRENT SURVEY CONTROL
 HO0156  ______________________________________________________________________
 HO0156* NAD 83(1986) POSITION- 37 12 58.     (N) 112 57 55.     (W)   SCALED
 HO0156* NAVD 88 ORTHO HEIGHT -  1253.070 (meters)     4111.11  (feet) POSTED
 HO0156  ______________________________________________________________________
 HO0156  GEOID HEIGHT    -        -22.363 (meters)                     GEOID18
 HO0156  DYNAMIC HEIGHT  -       1251.68  (meters)     4106.6   (feet) COMP
 HO0156  MODELED GRAVITY -    979,478.8   (mgal)                       NAVD 88
 HO0156
 HO0156  VERT ORDER      -  * POSTED, SEE BELOW
 HO0156
 HO0156.The horizontal coordinates were scaled from a map and have
 HO0156.an estimated accuracy of +/- 6 seconds.
 HO0156
 HO0156.The orthometric height was determined by differential leveling
 HO0156.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0156
 HO0156.* This is a POSTED BENCH MARK height.
 HO0156
 HO0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0156.GEOID18 height accuracy estimate available here.
 HO0156
 HO0156.Click photographs - Photos may exist for this station.
 HO0156
 HO0156.The dynamic height is computed by dividing the NAVD 88
 HO0156.geopotential number by the normal gravity value computed on the
 HO0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0156.degrees latitude (g = 980.6199 gals.).
 HO0156
 HO0156.The modeled gravity was interpolated from observed gravity values.
 HO0156
 HO0156;                    North         East    Units  Estimated Accuracy
 HO0156;SPC UT S     - 3,062,000.      369,950.      MT  (+/- 180 meters Scaled)
 HO0156
 HO0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG256206(NAD 83)
 HO0156
 HO0156                          SUPERSEDED SURVEY CONTROL
 HO0156
 HO0156  NGVD 29 (??/??/92) 1252.119  (m)         4107.99   (f) ADJ UNCH    1 2
 HO0156
 HO0156.Superseded values are not recommended for survey control.
 HO0156
 HO0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0156.See file dsdata.pdf to determine how the superseded data were derived.
 HO0156
 HO0156_MARKER: DB = BENCH MARK DISK
 HO0156_SETTING: 66 = SET IN ROCK OUTCROP
 HO0156_STAMPING: S 57 1934
 HO0156_MARK LOGO: CGS
 HO0156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0156+STABILITY: POSITION/ELEVATION WELL
 HO0156
 HO0156  HISTORY     - Date     Condition        Report By
 HO0156  HISTORY     - 1934     MONUMENTED       CGS
 HO0156  HISTORY     - 1974     MARK NOT FOUND   USGS
 HO0156  HISTORY     - 1982     MARK NOT FOUND   NGS
 HO0156  HISTORY     - 20120611 MARK NOT FOUND   GEOCAC
 HO0156
 HO0156                          STATION DESCRIPTION
 HO0156
 HO0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0156'6.3 MI NE FROM ROCKVILLE.
 HO0156'6.3 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM ROCKVILLE, WASHINGTON
 HO0156'COUNTY, AT A CURVE, 95 FEET NORTHEAST OF THE END OF THE EAST GUARDRAIL
 HO0156'OF THE STONE ARCH BRIDGE OVER PINE CREEK, 88 FEET EAST OF THE
 HO0156'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A RED SANDSTONE OUTCROP.
 HO0156'A STANDARD DISK, STAMPED S 57 1934.
 HO0156
 HO0156                          STATION RECOVERY (1974)
 HO0156
 HO0156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HO0156'MARK NOT FOUND.
 HO0156
 HO0156                          STATION RECOVERY (1982)
 HO0156
 HO0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0156'NOT RECOVERED.
 HO0156
 HO0156                          STATION RECOVERY (2012)
 HO0156
 HO0156'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0156'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DO7149 ***********************************************************************
 DO7149  DESIGNATION -  S 58 RESET
 DO7149  PID         -  DO7149
 DO7149  STATE/COUNTY-  UT/WASHINGTON
 DO7149  COUNTRY     -  US
 DO7149  USGS QUAD   -  WASHINGTON (2017)
 DO7149
 DO7149                         *CURRENT SURVEY CONTROL
 DO7149  ______________________________________________________________________
 DO7149* NAD 83(1986) POSITION- 37 07 47.67   (N) 113 30 55.06   (W)   HD_HELD1
 DO7149* NAVD 88 ORTHO HEIGHT -   841.339 (meters)     2760.29  (feet) ADJUSTED
 DO7149  ______________________________________________________________________
 DO7149  GEOID HEIGHT    -        -24.374 (meters)                     GEOID18
 DO7149  DYNAMIC HEIGHT  -        840.486 (meters)     2757.49  (feet) COMP
 DO7149  MODELED GRAVITY -    979,590.7   (mgal)                       NAVD 88
 DO7149
 DO7149  VERT ORDER      -  SECOND    CLASS I
 DO7149
 DO7149.The horizontal coordinates were determined by differentially corrected
 DO7149.hand held GPS observations or other comparable positioning techniques
 DO7149.and have an estimated accuracy of +/- 3 meters.
 DO7149
 DO7149.The orthometric height was determined by differential leveling and
 DO7149.adjusted by the NATIONAL GEODETIC SURVEY
 DO7149.in May 2013.
 DO7149
 DO7149.No vertical observational check was made to the station.
 DO7149
 DO7149.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7149.GEOID18 height accuracy estimate available here.
 DO7149
 DO7149.Click photographs - Photos may exist for this station.
 DO7149
 DO7149.The dynamic height is computed by dividing the NAVD 88
 DO7149.geopotential number by the normal gravity value computed on the
 DO7149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7149.degrees latitude (g = 980.6199 gals.).
 DO7149
 DO7149.The modeled gravity was interpolated from observed gravity values.
 DO7149
 DO7149;                    North         East    Units  Estimated Accuracy
 DO7149;SPC UT S     - 3,053,341.9     320,931.9     MT  (+/- 3 meters HH1 GPS) 
 DO7149
 DO7149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG7656012245(NAD 83)
 DO7149
 DO7149                          SUPERSEDED SURVEY CONTROL
 DO7149
 DO7149.No superseded survey control is available for this station.
 DO7149
 DO7149_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DO7149_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO7149_SP_SET: BOX CULVERT HEADWALL
 DO7149_STAMPING: S 58 RESET EL=2760.30 2011
 DO7149_MARK LOGO: NGS
 DO7149_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7149+SATELLITE: SATELLITE OBSERVATIONS - 2011
 DO7149
 DO7149  HISTORY     - Date     Condition        Report By
 DO7149  HISTORY     - 2011     MONUMENTED       SUNENG
 DO7149
 DO7149                          STATION DESCRIPTION
 DO7149
 DO7149'DESCRIBED BY SUNRISE ENGINEERING 2011 (AB)
 DO7149'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) EAST OF SANTA CLARA, 5.2 MI
 DO7149'(8.4 KM) WEST-SOUTHWEST OF HARRISBURG JUNCTION AND IN THE TOWN OF
 DO7149'WASHINGTON, UT.
 DO7149'
 DO7149'TO REACH THE GEODETIC CONTROL MARK FROM FROM THE INTERSECTION OF
 DO7149'INTERSTATE 15 AND GREEN SPRINGS DRIVE (INTERSTATE EXIT 10) GO SOUTH ON
 DO7149'GREEN SPRINGS DRIVE FOR 0.10 MI (0.2 KM) TO THE INTERSECTION OF UTAH
 DO7149'HIGHWAY 212 (WEST RED CLIFFS DRIVE - WEST TELEGRAPH STREET) THENCE,
 DO7149'0.5 MI (0.8 KM) EAST ON HIGHWAY 212 (WEST TELEGRAPH STREET) TO THE
 DO7149'MARK ON THE RIGHT.
 DO7149'
 DO7149'THE MARK IS FOUND ON THE SOUTH SIDE OF HIGHWAY 212 IN THE EAST SIDE OF
 DO7149'A STORM CULVERT HEADWALL THAT SITS ABOVE A WALKING PATH TO NISSON
 DO7149'PARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0433 ***********************************************************************
 MS0433  DESIGNATION -  S 59
 MS0433  PID         -  MS0433
 MS0433  STATE/COUNTY-  UT/BOX ELDER
 MS0433  COUNTRY     -  US
 MS0433  USGS QUAD   -  KIMBELL CREEK (2017)
 MS0433
 MS0433                         *CURRENT SURVEY CONTROL
 MS0433  ______________________________________________________________________
 MS0433* NAD 83(1986) POSITION- 41 47 01.     (N) 113 50 27.     (W)   SCALED
 MS0433* NAVD 88 ORTHO HEIGHT -  1711.382 (meters)     5614.76  (feet) ADJUSTED
 MS0433  ______________________________________________________________________
 MS0433  GEOID HEIGHT    -        -15.281 (meters)                     GEOID18
 MS0433  DYNAMIC HEIGHT  -       1710.089 (meters)     5610.52  (feet) COMP
 MS0433  MODELED GRAVITY -    979,806.6   (mgal)                       NAVD 88
 MS0433
 MS0433  VERT ORDER      -  FIRST     CLASS II
 MS0433
 MS0433.The horizontal coordinates were scaled from a map and have
 MS0433.an estimated accuracy of +/- 6 seconds.
 MS0433
 MS0433.The orthometric height was determined by differential leveling and
 MS0433.adjusted by the NATIONAL GEODETIC SURVEY
 MS0433.in June 1991.
 MS0433
 MS0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0433.GEOID18 height accuracy estimate available here.
 MS0433
 MS0433.Click photographs - Photos may exist for this station.
 MS0433
 MS0433.The dynamic height is computed by dividing the NAVD 88
 MS0433.geopotential number by the normal gravity value computed on the
 MS0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0433.degrees latitude (g = 980.6199 gals.).
 MS0433
 MS0433.The modeled gravity was interpolated from observed gravity values.
 MS0433
 MS0433;                    North         East    Units  Estimated Accuracy
 MS0433;SPC UT N     - 1,163,680.      305,430.      MT  (+/- 180 meters Scaled)
 MS0433
 MS0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM639296(NAD 83)
 MS0433
 MS0433                          SUPERSEDED SURVEY CONTROL
 MS0433
 MS0433  NGVD 29 (??/??/92) 1710.224  (m)         5610.96   (f) ADJ UNCH    1 2
 MS0433
 MS0433.Superseded values are not recommended for survey control.
 MS0433
 MS0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0433.See file dsdata.pdf to determine how the superseded data were derived.
 MS0433
 MS0433_MARKER: DB = BENCH MARK DISK
 MS0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0433_STAMPING: S 59 1934
 MS0433_MARK LOGO: CGS
 MS0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0433+STABILITY: SURFACE MOTION
 MS0433
 MS0433  HISTORY     - Date     Condition        Report By
 MS0433  HISTORY     - 1934     MONUMENTED       CGS
 MS0433  HISTORY     - 1957     MARK NOT FOUND   USGS
 MS0433
 MS0433                          STATION DESCRIPTION
 MS0433
 MS0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0433'6.1 MI N FROM GROUSE CREEK.
 MS0433'6.1 MILES NORTH ALONG JUNCTION PASS ROAD FROM THE PUBLIC SCHOOL AT
 MS0433'GROUSE CREEK, BOX ELDER COUNTY, 225 FEET SOUTH OF THE NORTH END OF A
 MS0433'ROCK LEDGE, 18 FEET EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT EAST OF
 MS0433'THE WEST EDGE OF THE BOTTOM OF A CREVICE, AND ABOUT 4 FEET HIGHER THAN
 MS0433'THE ROAD.  A STANDARD DISK, STAMPED S 59 1934 AND SET IN THE TOP OF A
 MS0433'CONCRETE POST.  NOTE-- BELIEVED BURIED BY ROAD CONSTRUCTION.
 MS0433
 MS0433                          STATION RECOVERY (1957)
 MS0433
 MS0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 MS0433'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0229 ***********************************************************************
 HN0229  DESIGNATION -  S 6
 HN0229  PID         -  HN0229
 HN0229  STATE/COUNTY-  UT/SAN JUAN
 HN0229  COUNTRY     -  US
 HN0229  USGS QUAD   -  ALCOVE CANYON (2017)
 HN0229
 HN0229                         *CURRENT SURVEY CONTROL
 HN0229  ______________________________________________________________________
 HN0229* NAD 83(1986) POSITION- 37 15 32.     (N) 110 43 44.     (W)   SCALED
 HN0229* NAVD 88 ORTHO HEIGHT -  1468.953 (meters)     4819.39  (feet) ADJUSTED
 HN0229  ______________________________________________________________________
 HN0229  GEOID HEIGHT    -        -22.497 (meters)                     GEOID18
 HN0229  DYNAMIC HEIGHT  -       1467.302 (meters)     4813.97  (feet) COMP
 HN0229  MODELED GRAVITY -    979,455.7   (mgal)                       NAVD 88
 HN0229
 HN0229  VERT ORDER      -  FIRST     CLASS II
 HN0229
 HN0229.The horizontal coordinates were scaled from a map and have
 HN0229.an estimated accuracy of +/- 6 seconds.
 HN0229
 HN0229.The orthometric height was determined by differential leveling and
 HN0229.adjusted by the NATIONAL GEODETIC SURVEY
 HN0229.in June 1991.
 HN0229
 HN0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0229.GEOID18 height accuracy estimate available here.
 HN0229
 HN0229.Click photographs - Photos may exist for this station.
 HN0229
 HN0229.The dynamic height is computed by dividing the NAVD 88
 HN0229.geopotential number by the normal gravity value computed on the
 HN0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0229.degrees latitude (g = 980.6199 gals.).
 HN0229
 HN0229.The modeled gravity was interpolated from observed gravity values.
 HN0229
 HN0229;                    North         East    Units  Estimated Accuracy
 HN0229;SPC UT S     - 3,066,010.      568,400.      MT  (+/- 180 meters Scaled)
 HN0229
 HN0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG240236(NAD 83)
 HN0229
 HN0229                          SUPERSEDED SURVEY CONTROL
 HN0229
 HN0229  NGVD 29 (??/??/92) 1467.982  (m)         4816.20   (f) ADJ UNCH    1 2
 HN0229
 HN0229.Superseded values are not recommended for survey control.
 HN0229
 HN0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0229.See file dsdata.pdf to determine how the superseded data were derived.
 HN0229
 HN0229_MARKER: P = PIPE CAP
 HN0229_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0229_STAMPING: SC T 40 S R 11 E S 31 S 32 S 6 1926
 HN0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0229
 HN0229  HISTORY     - Date     Condition        Report By
 HN0229  HISTORY     - 1926     MONUMENTED       USGLO
 HN0229  HISTORY     - 1962     GOOD             CGS
 HN0229
 HN0229                          STATION DESCRIPTION
 HN0229
 HN0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0229'70.65 MI SW FROM FRY CANYON.
 HN0229'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0229'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0229'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0229'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0229'TRAIL ROAD.  THENCE 16.05 MILES SOUTHWEST ALONG A TRAIL ROAD.  297
 HN0229'FEET WEST OF THE CENTER LINE OF THE ROAD, 99 FEET EAST-NORTHEAST OF
 HN0229'THE WEST-SOUTHWEST EDGE OF WILSON MESA, 3.6 FEET NORTH OF A METAL
 HN0229'WITNESS POST, A U. S. GENERAL LAND OFFICE CAP ON THE TOP OF A 2-INCH
 HN0229'IRON PIPE WHICH PROJECTS 6 INCHES ABOVE THE GROUND, ABOUT 4 1/2 FEET
 HN0229'BELOW THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0211 ***********************************************************************
 MS0211  DESIGNATION -  S 60
 MS0211  PID         -  MS0211
 MS0211  STATE/COUNTY-  UT/BOX ELDER
 MS0211  COUNTRY     -  US
 MS0211  USGS QUAD   -  MONUMENT POINT (2017)
 MS0211
 MS0211                         *CURRENT SURVEY CONTROL
 MS0211  ______________________________________________________________________
 MS0211* NAD 83(1986) POSITION- 41 42 50.     (N) 112 49 04.     (W)   SCALED
 MS0211* NAVD 88 ORTHO HEIGHT -  1286.470 (meters)     4220.69  (feet) ADJUSTED
 MS0211  ______________________________________________________________________
 MS0211  GEOID HEIGHT    -        -15.654 (meters)                     GEOID18
 MS0211  DYNAMIC HEIGHT  -       1285.621 (meters)     4217.91  (feet) COMP
 MS0211  MODELED GRAVITY -    979,918.2   (mgal)                       NAVD 88
 MS0211
 MS0211  VERT ORDER      -  FIRST     CLASS II
 MS0211
 MS0211.The horizontal coordinates were scaled from a map and have
 MS0211.an estimated accuracy of +/- 6 seconds.
 MS0211
 MS0211.The orthometric height was determined by differential leveling and
 MS0211.adjusted by the NATIONAL GEODETIC SURVEY
 MS0211.in June 1991.
 MS0211
 MS0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0211.GEOID18 height accuracy estimate available here.
 MS0211
 MS0211.Click photographs - Photos may exist for this station.
 MS0211
 MS0211.The dynamic height is computed by dividing the NAVD 88
 MS0211.geopotential number by the normal gravity value computed on the
 MS0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0211.degrees latitude (g = 980.6199 gals.).
 MS0211
 MS0211.The modeled gravity was interpolated from observed gravity values.
 MS0211
 MS0211;                    North         East    Units  Estimated Accuracy
 MS0211;SPC UT N     - 1,154,150.      390,340.      MT  (+/- 180 meters Scaled)
 MS0211
 MS0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM487196(NAD 83)
 MS0211
 MS0211                          SUPERSEDED SURVEY CONTROL
 MS0211
 MS0211  NGVD 29 (??/??/92) 1285.475  (m)         4217.43   (f) ADJ UNCH    1 2
 MS0211
 MS0211.Superseded values are not recommended for survey control.
 MS0211
 MS0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0211.See file dsdata.pdf to determine how the superseded data were derived.
 MS0211
 MS0211_MARKER: DB = BENCH MARK DISK
 MS0211_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MS0211_STAMPING: S 60 1934
 MS0211_MARK LOGO: CGS
 MS0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0211
 MS0211  HISTORY     - Date     Condition        Report By
 MS0211  HISTORY     - 1934     MONUMENTED       CGS
 MS0211  HISTORY     - 1953     GOOD             CGS
 MS0211
 MS0211                          STATION DESCRIPTION
 MS0211
 MS0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0211'7.2 MI E FROM LOCOMOTIVE SPRINGS.
 MS0211'1.4 MILES NORTHEAST ALONG A DIRT ROAD FROM THE NORTHWEST SPRING OF
 MS0211'LOCOMOTIVE SPRINGS, THENCE 5.8 MILES EAST ALONG A GRAVELED ROAD ON THE
 MS0211'ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED.  255 FEET EAST OF
 MS0211'MILEPOLE 750, 60 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 10 1/2
 MS0211'FEET WEST OF TELEPHONE POLE 32B, 1.5 FEET SOUTH OF A WITNESS POST,
 MS0211'ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 MS0211'POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0331 ***********************************************************************
 MR0331  DESIGNATION -  S 61 RESET
 MR0331  PID         -  MR0331
 MR0331  STATE/COUNTY-  UT/RICH
 MR0331  COUNTRY     -  US
 MR0331  USGS QUAD   -  NEPONSET RESERVOIR NE (2017)
 MR0331
 MR0331                         *CURRENT SURVEY CONTROL
 MR0331  ______________________________________________________________________
 MR0331* NAD 83(1986) POSITION- 41 26 59.     (N) 111 05 05.     (W)   SCALED
 MR0331* NAVD 88 ORTHO HEIGHT -  1942.97  (+/-2cm)     6374.6   (feet) VERTCON3
 MR0331  ______________________________________________________________________
 MR0331  GEOID HEIGHT    -        -15.260 (meters)                     GEOID18
 MR0331  VERT ORDER      -  THIRD (See Below)
 MR0331
 MR0331.The horizontal coordinates were scaled from a map and have
 MR0331.an estimated accuracy of +/- 6 seconds.
 MR0331
 MR0331.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0331
 MR0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0331.GEOID18 height accuracy estimate available here.
 MR0331
 MR0331.The vertical order pertains to the NGVD 29 superseded value.
 MR0331
 MR0331.Click photographs - Photos may exist for this station.
 MR0331
 MR0331;                    North         East    Units  Estimated Accuracy
 MR0331;SPC UT N     - 1,124,060.      534,700.      MT  (+/- 180 meters Scaled)
 MR0331
 MR0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL929886(NAD 83)
 MR0331
 MR0331                          SUPERSEDED SURVEY CONTROL
 MR0331
 MR0331  NGVD 29 (??/??/??) 1941.61   (m)         6370.1    (f) RESET       3  
 MR0331
 MR0331.Superseded values are not recommended for survey control.
 MR0331
 MR0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0331.See file dsdata.pdf to determine how the superseded data were derived.
 MR0331
 MR0331_MARKER: DB = BENCH MARK DISK
 MR0331_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MR0331_SP_SET: CULVERT HEADWALL
 MR0331_STAMPING: S 61 RESET 1935
 MR0331_MARK LOGO: CGS
 MR0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0331+STABILITY: SURFACE MOTION
 MR0331
 MR0331  HISTORY     - Date     Condition        Report By
 MR0331  HISTORY     - 1935     MONUMENTED       CGS
 MR0331  HISTORY     - 20101212 MARK NOT FOUND   GEOCAC
 MR0331
 MR0331                          STATION DESCRIPTION
 MR0331
 MR0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MR0331'7.1 MI SE FROM WOODRUFF.
 MR0331'7.1 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE SCHOOL AT WOODRUFF,
 MR0331'AT THE BASE OF A SHORT STEEP HILL, IN SEC. 7, T 8 N, R 8 E, 3 FEET
 MR0331'EAST OF A POLE, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 MR0331'AT A CULVERT AT HIGHWAY STATION 169+30, AND IN THE TOP OF THE CONCRETE
 MR0331'HEAD WALL.
 MR0331
 MR0331                          STATION RECOVERY (2010)
 MR0331
 MR0331'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 MR0331'ROAD HAS BEEN WIDENED AND THERE IS NO LONGER A CULVERT AT THIS
 MR0331'LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0068 ***********************************************************************
 LP0068  DESIGNATION -  S 62
 LP0068  PID         -  LP0068
 LP0068  STATE/COUNTY-  UT/TOOELE
 LP0068  COUNTRY     -  US
 LP0068  USGS QUAD   -  JOHNSON PASS (2017)
 LP0068
 LP0068                         *CURRENT SURVEY CONTROL
 LP0068  ______________________________________________________________________
 LP0068* NAD 83(1986) POSITION- 40 20 38.     (N) 112 36 12.     (W)   SCALED
 LP0068* NAVD 88 ORTHO HEIGHT -  1778.430 (meters)     5834.73  (feet) ADJUSTED
 LP0068  ______________________________________________________________________
 LP0068  GEOID HEIGHT    -        -17.418 (meters)                     GEOID18
 LP0068  DYNAMIC HEIGHT  -       1776.795 (meters)     5829.37  (feet) COMP
 LP0068  MODELED GRAVITY -    979,642.9   (mgal)                       NAVD 88
 LP0068
 LP0068  VERT ORDER      -  FIRST     CLASS II
 LP0068
 LP0068.The horizontal coordinates were scaled from a map and have
 LP0068.an estimated accuracy of +/- 6 seconds.
 LP0068
 LP0068.The orthometric height was determined by differential leveling and
 LP0068.adjusted by the NATIONAL GEODETIC SURVEY
 LP0068.in June 1991.
 LP0068
 LP0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0068.GEOID18 height accuracy estimate available here.
 LP0068
 LP0068.Click photographs - Photos may exist for this station.
 LP0068
 LP0068.The dynamic height is computed by dividing the NAVD 88
 LP0068.geopotential number by the normal gravity value computed on the
 LP0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0068.degrees latitude (g = 980.6199 gals.).
 LP0068
 LP0068.The modeled gravity was interpolated from observed gravity values.
 LP0068
 LP0068;                    North         East    Units  Estimated Accuracy
 LP0068;SPC UT C     - 2,223,790.      406,270.      MT  (+/- 180 meters Scaled)
 LP0068
 LP0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK638671(NAD 83)
 LP0068
 LP0068                          SUPERSEDED SURVEY CONTROL
 LP0068
 LP0068  NGVD 29 (??/??/92) 1777.219  (m)         5830.76   (f) ADJ UNCH    1 2
 LP0068
 LP0068.Superseded values are not recommended for survey control.
 LP0068
 LP0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0068.See file dsdata.pdf to determine how the superseded data were derived.
 LP0068
 LP0068_MARKER: DB = BENCH MARK DISK
 LP0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0068_STAMPING: S 62 1934
 LP0068_MARK LOGO: CGS
 LP0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0068+STABILITY: SURFACE MOTION
 LP0068
 LP0068  HISTORY     - Date     Condition        Report By
 LP0068  HISTORY     - 1934     MONUMENTED       CGS
 LP0068  HISTORY     - 1981     GOOD             USGS
 LP0068
 LP0068                          STATION DESCRIPTION
 LP0068
 LP0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0068'10.6 MI W FROM ST JOHN.
 LP0068'ABOUT 10.6 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ST JOHN,
 LP0068'TOOELE COUNTY, 92 FEET EAST OF A JUNIPER TREE WHICH IS ABOUT 5 YARDS
 LP0068'NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 26 FEET NORTH OF THE
 LP0068'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED S 62 1934 AND SET
 LP0068'IN THE TOP OF A CONCRETE POST.
 LP0068
 LP0068                          STATION RECOVERY (1981)
 LP0068
 LP0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LP0068'X-RDS 0.5 MI. N. OF THE ORR RANCH, THENCE E. FOR 5.3 MI. TO STATE
 LP0068'HWY. 199, THENCE N. 3.1 MI., 30 FT. NW AND 8.8 FT HIGHER, SET IN TOP
 LP0068'OF A CONCRETE POST. ALSO 1.9 W. ALONG STATE HWY. 199 FROM THE TOP OF
 LP0068'JOHNSON PASS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0106 ***********************************************************************
 KN0106  DESIGNATION -  S 65
 KN0106  PID         -  KN0106
 KN0106  STATE/COUNTY-  UT/DUCHESNE
 KN0106  COUNTRY     -  US
 KN0106  USGS QUAD   -  JONES HOLLOW (2017)
 KN0106
 KN0106                         *CURRENT SURVEY CONTROL
 KN0106  ______________________________________________________________________
 KN0106* NAD 83(1986) POSITION- 39 54 41.     (N) 110 42 02.     (W)   SCALED
 KN0106* NAVD 88 ORTHO HEIGHT -  2442.558 (meters)     8013.63  (feet) POSTED
 KN0106  ______________________________________________________________________
 KN0106  GEOID HEIGHT    -        -15.999 (meters)                     GEOID18
 KN0106  DYNAMIC HEIGHT  -       2439.88  (meters)     8004.8   (feet) COMP
 KN0106  MODELED GRAVITY -    979,442.9   (mgal)                       NAVD 88
 KN0106
 KN0106  VERT ORDER      -  * POSTED, SEE BELOW
 KN0106
 KN0106.The horizontal coordinates were scaled from a map and have
 KN0106.an estimated accuracy of +/- 6 seconds.
 KN0106
 KN0106.The orthometric height was determined by differential leveling
 KN0106.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KN0106
 KN0106.* This is a POSTED BENCH MARK height.
 KN0106
 KN0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0106.GEOID18 height accuracy estimate available here.
 KN0106
 KN0106.Click photographs - Photos may exist for this station.
 KN0106
 KN0106.The dynamic height is computed by dividing the NAVD 88
 KN0106.geopotential number by the normal gravity value computed on the
 KN0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0106.degrees latitude (g = 980.6199 gals.).
 KN0106
 KN0106.The modeled gravity was interpolated from observed gravity values.
 KN0106
 KN0106;                    North         East    Units  Estimated Accuracy
 KN0106;SPC UT C     - 2,175,500.      568,350.      MT  (+/- 180 meters Scaled)
 KN0106
 KN0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK255179(NAD 83)
 KN0106
 KN0106                          SUPERSEDED SURVEY CONTROL
 KN0106
 KN0106  NGVD 29 (??/??/92) 2441.139  (m)         8008.97   (f) ADJ UNCH    1 2
 KN0106
 KN0106.Superseded values are not recommended for survey control.
 KN0106
 KN0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0106.See file dsdata.pdf to determine how the superseded data were derived.
 KN0106
 KN0106_MARKER: DB = BENCH MARK DISK
 KN0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0106_STAMPING: S 65 1934
 KN0106_MARK LOGO: CGS
 KN0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0106+STABILITY: SURFACE MOTION
 KN0106
 KN0106  HISTORY     - Date     Condition        Report By
 KN0106  HISTORY     - 1934     MONUMENTED       CGS
 KN0106  HISTORY     - 1966     MARK NOT FOUND   USGS
 KN0106
 KN0106                          STATION DESCRIPTION
 KN0106
 KN0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0106'19.5 MI NE FROM CASTLEGATE.
 KN0106'IN DUCHESNE COUNTY, 19.5 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM
 KN0106'CASTLEGATE, CARBON COUNTY, 79 YARDS NORTHWEST OF POLE 1733, 36 FEET
 KN0106'SOUTHWEST OF A TWIN ASPEN TREE, AND 38.5 FEET NORTHWEST OF THE CENTER
 KN0106'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED S 65 1934 AND SET IN
 KN0106'THE TOP OF A CONCRETE POST.
 KN0106
 KN0106                          STATION RECOVERY (1966)
 KN0106
 KN0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0106'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0142 ***********************************************************************
 LP0142  DESIGNATION -  S 67
 LP0142  PID         -  LP0142
 LP0142  STATE/COUNTY-  UT/TOOELE
 LP0142  COUNTRY     -  US
 LP0142  USGS QUAD   -  GRANITE PEAK (2017)
 LP0142
 LP0142                         *CURRENT SURVEY CONTROL
 LP0142  ______________________________________________________________________
 LP0142* NAD 83(1986) POSITION- 40 10 25.     (N) 113 18 31.     (W)   SCALED
 LP0142* NAVD 88 ORTHO HEIGHT -  1307.705 (meters)     4290.36  (feet) ADJUSTED
 LP0142  ______________________________________________________________________
 LP0142  GEOID HEIGHT    -        -18.845 (meters)                     GEOID18
 LP0142  DYNAMIC HEIGHT  -       1306.621 (meters)     4286.81  (feet) COMP
 LP0142  MODELED GRAVITY -    979,751.7   (mgal)                       NAVD 88
 LP0142
 LP0142  VERT ORDER      -  FIRST     CLASS II
 LP0142
 LP0142.The horizontal coordinates were scaled from a map and have
 LP0142.an estimated accuracy of +/- 6 seconds.
 LP0142
 LP0142.The orthometric height was determined by differential leveling and
 LP0142.adjusted by the NATIONAL GEODETIC SURVEY
 LP0142.in June 1991.
 LP0142
 LP0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0142.GEOID18 height accuracy estimate available here.
 LP0142
 LP0142.Click photographs - Photos may exist for this station.
 LP0142
 LP0142.The dynamic height is computed by dividing the NAVD 88
 LP0142.geopotential number by the normal gravity value computed on the
 LP0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0142.degrees latitude (g = 980.6199 gals.).
 LP0142
 LP0142.The modeled gravity was interpolated from observed gravity values.
 LP0142
 LP0142;                    North         East    Units  Estimated Accuracy
 LP0142;SPC UT C     - 2,205,860.      345,970.      MT  (+/- 180 meters Scaled)
 LP0142
 LP0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK034495(NAD 83)
 LP0142
 LP0142                          SUPERSEDED SURVEY CONTROL
 LP0142
 LP0142  NGVD 29 (??/??/92) 1306.676  (m)         4286.99   (f) ADJ UNCH    1 2
 LP0142
 LP0142.Superseded values are not recommended for survey control.
 LP0142
 LP0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0142.See file dsdata.pdf to determine how the superseded data were derived.
 LP0142
 LP0142_MARKER: DB = BENCH MARK DISK
 LP0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0142_STAMPING: S 67 1934
 LP0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0142+STABILITY: SURFACE MOTION
 LP0142
 LP0142  HISTORY     - Date     Condition        Report By
 LP0142  HISTORY     - 1934     MONUMENTED       CGS
 LP0142
 LP0142                          STATION DESCRIPTION
 LP0142
 LP0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0142'31.8 MI E FROM GOLD HILL.
 LP0142'ABOUT 31.8 MILES EAST ALONG THE OLD LINCOLN HIGHWAY FROM GOLD HILL,
 LP0142'TOOELE COUNTY, AND 27 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY. A
 LP0142'STANDARD DISK, STAMPED S 67 1934 AND SET IN THE TOP OF A CONCRETE
 LP0142'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0206 ***********************************************************************
 LQ0206  DESIGNATION -  S 68
 LQ0206  PID         -  LQ0206
 LQ0206  STATE/COUNTY-  UT/TOOELE
 LQ0206  COUNTRY     -  US
 LQ0206  USGS QUAD   -  FERBER PEAK SE (2018)
 LQ0206
 LQ0206                         *CURRENT SURVEY CONTROL
 LQ0206  ______________________________________________________________________
 LQ0206* NAD 83(1986) POSITION- 40 00 23.     (N) 114 02 30.     (W)   SCALED
 LQ0206* NAVD 88 ORTHO HEIGHT -  1656.118 (meters)     5433.45  (feet) ADJUSTED
 LQ0206  ______________________________________________________________________
 LQ0206  GEOID HEIGHT    -        -19.064 (meters)                     GEOID18
 LQ0206  DYNAMIC HEIGHT  -       1654.593 (meters)     5428.44  (feet) COMP
 LQ0206  MODELED GRAVITY -    979,646.6   (mgal)                       NAVD 88
 LQ0206
 LQ0206  VERT ORDER      -  FIRST     CLASS II
 LQ0206
 LQ0206.The horizontal coordinates were scaled from a map and have
 LQ0206.an estimated accuracy of +/- 6 seconds.
 LQ0206
 LQ0206.The orthometric height was determined by differential leveling and
 LQ0206.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0206.in June 1991.
 LQ0206
 LQ0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0206.GEOID18 height accuracy estimate available here.
 LQ0206
 LQ0206.Click photographs - Photos may exist for this station.
 LQ0206
 LQ0206.The dynamic height is computed by dividing the NAVD 88
 LQ0206.geopotential number by the normal gravity value computed on the
 LQ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0206.degrees latitude (g = 980.6199 gals.).
 LQ0206
 LQ0206.The modeled gravity was interpolated from observed gravity values.
 LQ0206
 LQ0206;                    North         East    Units  Estimated Accuracy
 LQ0206;SPC UT C     - 2,188,820.      283,030.      MT  (+/- 180 meters Scaled)
 LQ0206
 LQ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE525326(NAD 83)
 LQ0206
 LQ0206                          SUPERSEDED SURVEY CONTROL
 LQ0206
 LQ0206  NGVD 29 (??/??/92) 1654.988  (m)         5429.74   (f) ADJ UNCH    1 2
 LQ0206
 LQ0206.Superseded values are not recommended for survey control.
 LQ0206
 LQ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0206.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0206
 LQ0206_MARKER: DB = BENCH MARK DISK
 LQ0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0206_STAMPING: S 68 1934
 LQ0206_MARK LOGO: CGS
 LQ0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0206+STABILITY: SURFACE MOTION
 LQ0206
 LQ0206  HISTORY     - Date     Condition        Report By
 LQ0206  HISTORY     - 1934     MONUMENTED       CGS
 LQ0206
 LQ0206                          STATION DESCRIPTION
 LQ0206
 LQ0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LQ0206'3.8 MI W FROM IBAPAH.
 LQ0206'3.8 MILES SOUTHWEST ALONG THE OLD LINCOLN HIGHWAY FROM IBAPAH, 850
 LQ0206'YARDS NORTHEAST OF THE CROSSING OF THE UTAH-NEVADA STATE LINE, 175
 LQ0206'YARDS SOUTHWEST OF THE CROSSING OF A SMALL RIDGE IN FRONT OF A RANCH
 LQ0206'HOUSE IN THE CORNER OF A BARBED-WIRE FENCE, 35 FEET SOUTHEAST OF THE
 LQ0206'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK STAMPED S 68 1934 AND SET
 LQ0206'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0332 ***********************************************************************
 KO0332  DESIGNATION -  S 74
 KO0332  PID         -  KO0332
 KO0332  STATE/COUNTY-  UT/MILLARD
 KO0332  COUNTRY     -  US
 KO0332  USGS QUAD   -  HOLE IN THE GROUND (2017)
 KO0332
 KO0332                         *CURRENT SURVEY CONTROL
 KO0332  ______________________________________________________________________
 KO0332* NAD 83(1986) POSITION- 39 14 08.     (N) 113 55 48.     (W)   SCALED
 KO0332* NAVD 88 ORTHO HEIGHT -  1484.850 (meters)     4871.55  (feet) ADJUSTED
 KO0332  ______________________________________________________________________
 KO0332  GEOID HEIGHT    -        -20.271 (meters)                     GEOID18
 KO0332  DYNAMIC HEIGHT  -       1483.420 (meters)     4866.85  (feet) COMP
 KO0332  MODELED GRAVITY -    979,612.5   (mgal)                       NAVD 88
 KO0332
 KO0332  VERT ORDER      -  SECOND    CLASS 0
 KO0332
 KO0332.The horizontal coordinates were scaled from a map and have
 KO0332.an estimated accuracy of +/- 6 seconds.
 KO0332
 KO0332.The orthometric height was determined by differential leveling and
 KO0332.adjusted by the NATIONAL GEODETIC SURVEY
 KO0332.in June 1991.
 KO0332
 KO0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0332.GEOID18 height accuracy estimate available here.
 KO0332
 KO0332.Click photographs - Photos may exist for this station.
 KO0332
 KO0332.The dynamic height is computed by dividing the NAVD 88
 KO0332.geopotential number by the normal gravity value computed on the
 KO0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0332.degrees latitude (g = 980.6199 gals.).
 KO0332
 KO0332.The modeled gravity was interpolated from observed gravity values.
 KO0332
 KO0332;                    North         East    Units  Estimated Accuracy
 KO0332;SPC UT C     - 2,103,010.      290,230.      MT  (+/- 180 meters Scaled)
 KO0332
 KO0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ471470(NAD 83)
 KO0332
 KO0332                          SUPERSEDED SURVEY CONTROL
 KO0332
 KO0332  NGVD 29 (??/??/92) 1483.753  (m)         4867.95   (f) ADJ UNCH    2 0
 KO0332
 KO0332.Superseded values are not recommended for survey control.
 KO0332
 KO0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0332.See file dsdata.pdf to determine how the superseded data were derived.
 KO0332
 KO0332_MARKER: DB = BENCH MARK DISK
 KO0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0332_STAMPING: S 74 1934
 KO0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0332+STABILITY: SURFACE MOTION
 KO0332
 KO0332  HISTORY     - Date     Condition        Report By
 KO0332  HISTORY     - 1934     MONUMENTED       CGS
 KO0332  HISTORY     - 20031021 GOOD             USGS-R
 KO0332
 KO0332                          STATION DESCRIPTION
 KO0332
 KO0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0332'3.9 MI E FROM ROBISONS RANCH.
 KO0332'3.9 MILES EAST ALONG U.S. HIGHWAY 6 FROM ROBISONS RANCH, MILLARD
 KO0332'COUNTY, 186 FEET EAST OF A HIGHWAY SIGN, AND 52 FEET SOUTH OF THE
 KO0332'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK STAMPED S 74 1934 AND SET
 KO0332'IN THE TOP OF A CONCRETE POST.
 KO0332
 KO0332                          STATION RECOVERY (2003)
 KO0332
 KO0332'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 2003 (JMM)
 KO0332'US HIGHWAY 6/50 AT NEVADA/UTAH STATE LINE, EAST 0.7 MILES TO CROSS
 KO0332'RD.LEFT (NORTH) 12.0 MILES TO ROBINSON RANCH AND T-RD. EAST, 3.9 MILES
 KO0332'EAST ALONG DIRT RD, 52 FEET SOUTH OF THE CENTER LINE OF DIRT ROAD A
 KO0332'STANDARD TABLET SET IN CONCRETE POST AND STAMPED S 74 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0363 ***********************************************************************
 KO0363  DESIGNATION -  S 75
 KO0363  PID         -  KO0363
 KO0363  STATE/COUNTY-  UT/JUAB
 KO0363  COUNTRY     -  US
 KO0363  USGS QUAD   -  TROUT CREEK (2017)
 KO0363
 KO0363                         *CURRENT SURVEY CONTROL
 KO0363  ______________________________________________________________________
 KO0363* NAD 83(1986) POSITION- 39 42 36.     (N) 113 48 35.     (W)   SCALED
 KO0363* NAVD 88 ORTHO HEIGHT -  1431.458 (meters)     4696.38  (feet) ADJUSTED
 KO0363  ______________________________________________________________________
 KO0363  GEOID HEIGHT    -        -19.513 (meters)                     GEOID18
 KO0363  DYNAMIC HEIGHT  -       1430.152 (meters)     4692.09  (feet) COMP
 KO0363  MODELED GRAVITY -    979,664.6   (mgal)                       NAVD 88
 KO0363
 KO0363  VERT ORDER      -  SECOND    CLASS 0
 KO0363
 KO0363.The horizontal coordinates were scaled from a map and have
 KO0363.an estimated accuracy of +/- 6 seconds.
 KO0363
 KO0363.The orthometric height was determined by differential leveling and
 KO0363.adjusted by the NATIONAL GEODETIC SURVEY
 KO0363.in June 1991.
 KO0363
 KO0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0363.GEOID18 height accuracy estimate available here.
 KO0363
 KO0363.Click photographs - Photos may exist for this station.
 KO0363
 KO0363.The dynamic height is computed by dividing the NAVD 88
 KO0363.geopotential number by the normal gravity value computed on the
 KO0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0363.degrees latitude (g = 980.6199 gals.).
 KO0363
 KO0363.The modeled gravity was interpolated from observed gravity values.
 KO0363
 KO0363;                    North         East    Units  Estimated Accuracy
 KO0363;SPC UT C     - 2,155,390.      301,970.      MT  (+/- 180 meters Scaled)
 KO0363
 KO0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ591993(NAD 83)
 KO0363
 KO0363                          SUPERSEDED SURVEY CONTROL
 KO0363
 KO0363  NGVD 29 (??/??/92) 1430.387  (m)         4692.86   (f) ADJ UNCH    2 0
 KO0363
 KO0363.Superseded values are not recommended for survey control.
 KO0363
 KO0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0363.See file dsdata.pdf to determine how the superseded data were derived.
 KO0363
 KO0363_MARKER: DB = BENCH MARK DISK
 KO0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0363_STAMPING: S 75 1934
 KO0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0363+STABILITY: SURFACE MOTION
 KO0363
 KO0363  HISTORY     - Date     Condition        Report By
 KO0363  HISTORY     - 1934     MONUMENTED       CGS
 KO0363
 KO0363                          STATION DESCRIPTION
 KO0363
 KO0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0363'2.0 MI N FROM TROUT CREEK.
 KO0363'2.0 MILES NORTH ALONG THE ROAD LEADING TO CALLAO FROM THE OLD POST
 KO0363'OFFICE AT TROUT CREEK, 690 FEET SOUTHEAST OF TWO SMALL WHITE CHALK
 KO0363'KNOBS, AND 45 FEET EAST OF THE CENTER LINE OF THE ROAD.  SET IN THE
 KO0363'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0187 ***********************************************************************
 LP0187  DESIGNATION -  S 76
 LP0187  PID         -  LP0187
 LP0187  STATE/COUNTY-  UT/TOOELE
 LP0187  COUNTRY     -  US
 LP0187  USGS QUAD   -  ELEPHANT KNOLL SE (2017)
 LP0187
 LP0187                         *CURRENT SURVEY CONTROL
 LP0187  ______________________________________________________________________
 LP0187* NAD 83(1986) POSITION- 40 17 09.     (N) 113 51 24.     (W)   SCALED
 LP0187* NAVD 88 ORTHO HEIGHT -  1318.671 (meters)     4326.34  (feet) ADJUSTED
 LP0187  ______________________________________________________________________
 LP0187  GEOID HEIGHT    -        -18.922 (meters)                     GEOID18
 LP0187  DYNAMIC HEIGHT  -       1317.588 (meters)     4322.79  (feet) COMP
 LP0187  MODELED GRAVITY -    979,758.9   (mgal)                       NAVD 88
 LP0187
 LP0187  VERT ORDER      -  SECOND    CLASS 0
 LP0187
 LP0187.The horizontal coordinates were scaled from a map and have
 LP0187.an estimated accuracy of +/- 6 seconds.
 LP0187
 LP0187.The orthometric height was determined by differential leveling and
 LP0187.adjusted by the NATIONAL GEODETIC SURVEY
 LP0187.in June 1991.
 LP0187
 LP0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0187.GEOID18 height accuracy estimate available here.
 LP0187
 LP0187.Click photographs - Photos may exist for this station.
 LP0187
 LP0187.The dynamic height is computed by dividing the NAVD 88
 LP0187.geopotential number by the normal gravity value computed on the
 LP0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0187.degrees latitude (g = 980.6199 gals.).
 LP0187
 LP0187.The modeled gravity was interpolated from observed gravity values.
 LP0187
 LP0187;                    North         East    Units  Estimated Accuracy
 LP0187;SPC UT C     - 2,219,410.      299,630.      MT  (+/- 180 meters Scaled)
 LP0187
 LP0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK571633(NAD 83)
 LP0187
 LP0187                          SUPERSEDED SURVEY CONTROL
 LP0187
 LP0187  NGVD 29 (??/??/92) 1317.667  (m)         4323.05   (f) ADJ UNCH    2 0
 LP0187
 LP0187.Superseded values are not recommended for survey control.
 LP0187
 LP0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0187.See file dsdata.pdf to determine how the superseded data were derived.
 LP0187
 LP0187_MARKER: DB = BENCH MARK DISK
 LP0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0187_STAMPING: S 76 1934
 LP0187_MARK LOGO: CGS
 LP0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0187+STABILITY: SURFACE MOTION
 LP0187
 LP0187  HISTORY     - Date     Condition        Report By
 LP0187  HISTORY     - 1934     MONUMENTED       CGS
 LP0187  HISTORY     - 1972     GOOD             USGS
 LP0187
 LP0187                          STATION DESCRIPTION
 LP0187
 LP0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0187'9.6 MI N FROM GOLD HILL.
 LP0187'ABOUT 9.6 MILES NORTH ALONG THE DEEP CREEK RAILROAD FROM THE STATION
 LP0187'AT GOLD HILL, TOOELE COUNTY, 96 FEET NORTHWEST OF MILEPOST 35, ABOUT
 LP0187'148 FEET NORTH OF A WOODEN CULVERT, AND ABOUT 60 FEET WEST OF THE
 LP0187'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED S 76 1934 AND SET
 LP0187'IN THE TOP OF A CONCRETE POST.
 LP0187
 LP0187                          STATION RECOVERY (1972)
 LP0187
 LP0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 LP0187'GOLD HILL. ABOUT 9.6 MILES NORTH OF, ALONG THE ROAD THAT WAS FORMERLY
 LP0187'THE ROAD BED OF THE OLD DEEP CREEK R.R. AND ABOUT 2.0 MILES NORTH OF
 LP0187'THE SITE OF THE GARRISON MONSTER WATER TANK. (FROM THE GARRISON
 LP0187'MONSTER WATER TANK SITE NORTH TO THE BM, TRAVEL MUST BE MADE BY WAY
 LP0187'OF A SIDE ROAD PARALLELLING THE RAIL ROAD BED. DRAINS HAVE WASHED
 LP0187'THROUGH THE RAIL ROAD BED MAKING IT IMPASSABLE.) THE BM IS A STANDARD
 LP0187'DISK SET IN THE TOP OF A CONCRETE POST LOCATED 60 FT. WEST OF THE
 LP0187'RAIL ROAD BED AND STAMPED S 76 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0283 ***********************************************************************
 KO0283  DESIGNATION -  S 78
 KO0283  PID         -  KO0283
 KO0283  STATE/COUNTY-  UT/JUAB
 KO0283  COUNTRY     -  US
 KO0283  USGS QUAD   -  LADY LAIRD PEAK (2017)
 KO0283
 KO0283                         *CURRENT SURVEY CONTROL
 KO0283  ______________________________________________________________________
 KO0283* NAD 83(1986) POSITION- 39 33 44.     (N) 113 03 59.     (W)   SCALED
 KO0283* NAVD 88 ORTHO HEIGHT -  1819.065 (meters)     5968.05  (feet) ADJUSTED
 KO0283  ______________________________________________________________________
 KO0283  GEOID HEIGHT    -        -19.309 (meters)                     GEOID18
 KO0283  DYNAMIC HEIGHT  -       1817.310 (meters)     5962.29  (feet) COMP
 KO0283  MODELED GRAVITY -    979,596.9   (mgal)                       NAVD 88
 KO0283
 KO0283  VERT ORDER      -  SECOND    CLASS 0
 KO0283
 KO0283.The horizontal coordinates were scaled from a map and have
 KO0283.an estimated accuracy of +/- 6 seconds.
 KO0283
 KO0283.The orthometric height was determined by differential leveling and
 KO0283.adjusted by the NATIONAL GEODETIC SURVEY
 KO0283.in June 1991.
 KO0283
 KO0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0283.GEOID18 height accuracy estimate available here.
 KO0283
 KO0283.Click photographs - Photos may exist for this station.
 KO0283
 KO0283.The dynamic height is computed by dividing the NAVD 88
 KO0283.geopotential number by the normal gravity value computed on the
 KO0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0283.degrees latitude (g = 980.6199 gals.).
 KO0283
 KO0283.The modeled gravity was interpolated from observed gravity values.
 KO0283
 KO0283;                    North         East    Units  Estimated Accuracy
 KO0283;SPC UT C     - 2,137,610.      365,410.      MT  (+/- 180 meters Scaled)
 KO0283
 KO0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ224812(NAD 83)
 KO0283
 KO0283                          SUPERSEDED SURVEY CONTROL
 KO0283
 KO0283  NGVD 29 (??/??/92) 1817.870  (m)         5964.13   (f) ADJ UNCH    2 0
 KO0283
 KO0283.Superseded values are not recommended for survey control.
 KO0283
 KO0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0283.See file dsdata.pdf to determine how the superseded data were derived.
 KO0283
 KO0283_MARKER: DB = BENCH MARK DISK
 KO0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0283_STAMPING: S 78 1934
 KO0283_MARK LOGO: CGS
 KO0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0283+STABILITY: SURFACE MOTION
 KO0283
 KO0283  HISTORY     - Date     Condition        Report By
 KO0283  HISTORY     - 1934     MONUMENTED       CGS
 KO0283
 KO0283                          STATION DESCRIPTION
 KO0283
 KO0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0283'25.0 MI NW FROM ABRAHAM.
 KO0283'25.0 MILES NORTHWEST ALONG THE HINCKLEY-CALLAO ROAD FROM ABRAHAM, AT
 KO0283'THE SOUTH END OF A SHARP CURVE TO THE WEST.  420 FEET NORTHEAST OF TWO
 KO0283'SMALL CEDAR TREES, AND 40 FEET EAST OF CENTERLINE OF ROAD.  SET IN TOP
 KO0283'OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0383 ***********************************************************************
 KO0383  DESIGNATION -  S 79
 KO0383  PID         -  KO0383
 KO0383  STATE/COUNTY-  UT/JUAB
 KO0383  COUNTRY     -  US
 KO0383  USGS QUAD   -  CALLAO (2017)
 KO0383
 KO0383                         *CURRENT SURVEY CONTROL
 KO0383  ______________________________________________________________________
 KO0383* NAD 83(1986) POSITION- 39 52 43.     (N) 113 37 43.     (W)   SCALED
 KO0383* NAVD 88 ORTHO HEIGHT -  1320.495 (meters)     4332.32  (feet) ADJUSTED
 KO0383  ______________________________________________________________________
 KO0383  GEOID HEIGHT    -        -19.536 (meters)                     GEOID18
 KO0383  DYNAMIC HEIGHT  -       1319.359 (meters)     4328.60  (feet) COMP
 KO0383  MODELED GRAVITY -    979,720.0   (mgal)                       NAVD 88
 KO0383
 KO0383  VERT ORDER      -  SECOND    CLASS 0
 KO0383
 KO0383.The horizontal coordinates were scaled from a map and have
 KO0383.an estimated accuracy of +/- 6 seconds.
 KO0383
 KO0383.The orthometric height was determined by differential leveling and
 KO0383.adjusted by the NATIONAL GEODETIC SURVEY
 KO0383.in June 1991.
 KO0383
 KO0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0383.GEOID18 height accuracy estimate available here.
 KO0383
 KO0383.Click photographs - Photos may exist for this station.
 KO0383
 KO0383.The dynamic height is computed by dividing the NAVD 88
 KO0383.geopotential number by the normal gravity value computed on the
 KO0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0383.degrees latitude (g = 980.6199 gals.).
 KO0383
 KO0383.The modeled gravity was interpolated from observed gravity values.
 KO0383
 KO0383;                    North         East    Units  Estimated Accuracy
 KO0383;SPC UT C     - 2,173,720.      317,940.      MT  (+/- 180 meters Scaled)
 KO0383
 KO0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK752175(NAD 83)
 KO0383
 KO0383                          SUPERSEDED SURVEY CONTROL
 KO0383
 KO0383  NGVD 29 (??/??/92) 1319.475  (m)         4328.98   (f) ADJ UNCH    2 0
 KO0383
 KO0383.Superseded values are not recommended for survey control.
 KO0383
 KO0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0383.See file dsdata.pdf to determine how the superseded data were derived.
 KO0383
 KO0383_MARKER: DB = BENCH MARK DISK
 KO0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0383_STAMPING: S 79 1934
 KO0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0383+STABILITY: SURFACE MOTION
 KO0383
 KO0383  HISTORY     - Date     Condition        Report By
 KO0383  HISTORY     - 1934     MONUMENTED       CGS
 KO0383
 KO0383                          STATION DESCRIPTION
 KO0383
 KO0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0383'5.1 MI E FROM CALLAO.
 KO0383'5.1 MILES EAST ALONG THE ROAD TO HINCKLEY FROM THE POST OFFICE AT
 KO0383'CALLAO.  346 FEET EAST OF S-CURVE, AND 39 FEET NORTH OF CENTER LINE OF
 KO0383'ROAD.  SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0305 ***********************************************************************
 JO0305  DESIGNATION -  S 8
 JO0305  PID         -  JO0305
 JO0305  STATE/COUNTY-  UT/IRON
 JO0305  COUNTRY     -  US
 JO0305  USGS QUAD   -  LUND (2017)
 JO0305
 JO0305                         *CURRENT SURVEY CONTROL
 JO0305  ______________________________________________________________________
 JO0305* NAD 83(1986) POSITION- 38 00 27.6    (N) 113 26 00.9    (W)   HD_HELD2
 JO0305* NAVD 88 ORTHO HEIGHT -  1549.796 (meters)     5084.62  (feet) ADJUSTED
 JO0305  ______________________________________________________________________
 JO0305  GEOID HEIGHT    -        -22.336 (meters)                     GEOID18
 JO0305  DYNAMIC HEIGHT  -       1548.093 (meters)     5079.04  (feet) COMP
 JO0305  MODELED GRAVITY -    979,476.2   (mgal)                       NAVD 88
 JO0305
 JO0305  VERT ORDER      -  FIRST     CLASS II
 JO0305
 JO0305.The horizontal coordinates were established by autonomous hand held GPS
 JO0305.observations and have an estimated accuracy of +/- 10 meters.
 JO0305
 JO0305.The orthometric height was determined by differential leveling and
 JO0305.adjusted by the NATIONAL GEODETIC SURVEY
 JO0305.in June 1991.
 JO0305
 JO0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0305.GEOID18 height accuracy estimate available here.
 JO0305
 JO0305.Click photographs - Photos may exist for this station.
 JO0305
 JO0305.The dynamic height is computed by dividing the NAVD 88
 JO0305.geopotential number by the normal gravity value computed on the
 JO0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0305.degrees latitude (g = 980.6199 gals.).
 JO0305
 JO0305.The modeled gravity was interpolated from observed gravity values.
 JO0305
 JO0305;                    North         East    Units  Estimated Accuracy
 JO0305;SPC UT S     - 3,150,586.      330,205.      MT  (+/- 10 meters HH2 GPS)
 JO0305
 JO0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH8634409460(NAD 83)
 JO0305
 JO0305                          SUPERSEDED SURVEY CONTROL
 JO0305
 JO0305  NGVD 29 (??/??/92) 1548.690  (m)         5080.99   (f) ADJ UNCH    1 2
 JO0305
 JO0305.Superseded values are not recommended for survey control.
 JO0305
 JO0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0305.See file dsdata.pdf to determine how the superseded data were derived.
 JO0305
 JO0305_MARKER: Q = CHISELED SQUARE
 JO0305_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JO0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0305+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2012
 JO0305
 JO0305  HISTORY     - Date     Condition        Report By
 JO0305  HISTORY     - 1908     MONUMENTED       CGS
 JO0305  HISTORY     - 1934     GOOD             CGS
 JO0305  HISTORY     - 20120229 GOOD             GEOCAC
 JO0305
 JO0305                          STATION DESCRIPTION
 JO0305
 JO0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0305'IN LUND.
 JO0305'AT LUND, IRON COUNTY, AT THE UNION PACIFIC RAILROAD STATION, DIRECTLY
 JO0305'OPPOSITE THE OPERATORS OFFICE, IN LINE WITH TWO WHITE POSTS LETTERED
 JO0305'R.R. PROPERTY, AND ABOUT 2-1/2 FEET LOWER THAN THE TOP OF THE RAIL.
 JO0305'THE BOTTOM OF A SQUARE HOLE, SURROUNDED BY THE LETTERS USBM, IN THE
 JO0305'TOP OF A STONE POST.
 JO0305
 JO0305                          STATION RECOVERY (2012)
 JO0305
 JO0305'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 JO0305'THIS MARKS WAS FOUND AT THE LOCATION DESCRIBED ON PAGE 215 IN SPECIAL
 JO0305'PUBLICATION NO. 18 FOR S 8.  IT IS AT THE L/L FOR THE NON-PUBLISHED
 JO0305'LUND GRANITE POST JO0571.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0157 ***********************************************************************
 LP0157  DESIGNATION -  S 81
 LP0157  PID         -  LP0157
 LP0157  STATE/COUNTY-  UT/TOOELE
 LP0157  COUNTRY     -  US
 LP0157  USGS QUAD   -  DUGWAY PROVING GROUND NE (2017)
 LP0157
 LP0157                         *CURRENT SURVEY CONTROL
 LP0157  ______________________________________________________________________
 LP0157* NAD 83(1986) POSITION- 40 08 27.83   (N) 113 03 58.49   (W)   HD_HELD1
 LP0157* NAVD 88 ORTHO HEIGHT -  1317.315 (meters)     4321.89  (feet) ADJUSTED
 LP0157  ______________________________________________________________________
 LP0157  GEOID HEIGHT    -        -18.735 (meters)                     GEOID18
 LP0157  DYNAMIC HEIGHT  -       1316.239 (meters)     4318.36  (feet) COMP
 LP0157  MODELED GRAVITY -    979,763.2   (mgal)                       NAVD 88
 LP0157
 LP0157  VERT ORDER      -  SECOND    CLASS 0
 LP0157
 LP0157.The horizontal coordinates were determined by differentially corrected
 LP0157.hand held GPS observations or other comparable positioning techniques
 LP0157.and have an estimated accuracy of +/- 3 meters.
 LP0157
 LP0157.The orthometric height was determined by differential leveling and
 LP0157.adjusted by the NATIONAL GEODETIC SURVEY
 LP0157.in June 1991.
 LP0157
 LP0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0157.GEOID18 height accuracy estimate available here.
 LP0157
 LP0157.Click photographs - Photos may exist for this station.
 LP0157
 LP0157.The dynamic height is computed by dividing the NAVD 88
 LP0157.geopotential number by the normal gravity value computed on the
 LP0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0157.degrees latitude (g = 980.6199 gals.).
 LP0157
 LP0157.The modeled gravity was interpolated from observed gravity values.
 LP0157
 LP0157;                    North         East    Units  Estimated Accuracy
 LP0157;SPC UT C     - 2,201,861.5     366,546.2     MT  (+/- 3 meters HH1 GPS) 
 LP0157
 LP0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK2398245460(NAD 83)
 LP0157
 LP0157                          SUPERSEDED SURVEY CONTROL
 LP0157
 LP0157  NGVD 29 (??/??/92) 1316.297  (m)         4318.55   (f) ADJ UNCH    2 0
 LP0157
 LP0157.Superseded values are not recommended for survey control.
 LP0157
 LP0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0157.See file dsdata.pdf to determine how the superseded data were derived.
 LP0157
 LP0157_MARKER: DB = BENCH MARK DISK
 LP0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0157_STAMPING: S 81 1934
 LP0157_MARK LOGO: CGS
 LP0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0157+STABILITY: SURFACE MOTION
 LP0157
 LP0157  HISTORY     - Date     Condition        Report By
 LP0157  HISTORY     - 1934     MONUMENTED       CGS
 LP0157  HISTORY     - 1987     GOOD             DMA
 LP0157
 LP0157                          STATION DESCRIPTION
 LP0157
 LP0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0157'20 MI W FROM ORRS RANCH.
 LP0157'ABOUT 20 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0157'TOOELE COUNTY, THENCE ABOUT 8.3 MILES SOUTHWEST ALONG THE ROAD LEADING
 LP0157'TO FISH SPRINGS, ABOUT 385 FEET NORTHWEST OF A SMALL SAND HILL, AND 51
 LP0157'FEET NORTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED S
 LP0157'81 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LP0157
 LP0157                          STATION RECOVERY (1987)
 LP0157
 LP0157'RECOVERY NOTE BY DEFENSE MAP AGENCY 1987 (RFA)
 LP0157'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0374 ***********************************************************************
 MS0374  DESIGNATION -  S 83
 MS0374  PID         -  MS0374
 MS0374  STATE/COUNTY-  UT/BOX ELDER
 MS0374  COUNTRY     -  US
 MS0374  USGS QUAD   -  LUCIN (2017)
 MS0374
 MS0374                         *CURRENT SURVEY CONTROL
 MS0374  ______________________________________________________________________
 MS0374* NAD 83(1986) POSITION- 41 20 47.     (N) 113 54 12.     (W)   SCALED
 MS0374* NAVD 88 ORTHO HEIGHT -  1364.215 (meters)     4475.76  (feet) ADJUSTED
 MS0374  ______________________________________________________________________
 MS0374  GEOID HEIGHT    -        -16.765 (meters)                     GEOID18
 MS0374  DYNAMIC HEIGHT  -       1363.250 (meters)     4472.60  (feet) COMP
 MS0374  MODELED GRAVITY -    979,868.7   (mgal)                       NAVD 88
 MS0374
 MS0374  VERT ORDER      -  FIRST     CLASS II
 MS0374
 MS0374.The horizontal coordinates were scaled from a map and have
 MS0374.an estimated accuracy of +/- 6 seconds.
 MS0374
 MS0374.The orthometric height was determined by differential leveling and
 MS0374.adjusted by the NATIONAL GEODETIC SURVEY
 MS0374.in June 1991.
 MS0374
 MS0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0374.GEOID18 height accuracy estimate available here.
 MS0374
 MS0374.Click photographs - Photos may exist for this station.
 MS0374
 MS0374.The dynamic height is computed by dividing the NAVD 88
 MS0374.geopotential number by the normal gravity value computed on the
 MS0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0374.degrees latitude (g = 980.6199 gals.).
 MS0374
 MS0374.The modeled gravity was interpolated from observed gravity values.
 MS0374
 MS0374;                    North         East    Units  Estimated Accuracy
 MS0374;SPC UT N     - 1,115,280.      298,890.      MT  (+/- 180 meters Scaled)
 MS0374
 MS0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL570812(NAD 83)
 MS0374
 MS0374                          SUPERSEDED SURVEY CONTROL
 MS0374
 MS0374  NGVD 29 (??/??/92) 1363.207  (m)         4472.46   (f) ADJ UNCH    1 2
 MS0374
 MS0374.Superseded values are not recommended for survey control.
 MS0374
 MS0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0374.See file dsdata.pdf to determine how the superseded data were derived.
 MS0374
 MS0374_MARKER: DB = BENCH MARK DISK
 MS0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0374_STAMPING: S 83 1958
 MS0374_MARK LOGO: CGS
 MS0374_PROJECTION: FLUSH
 MS0374_MAGNETIC: N = NO MAGNETIC MATERIAL
 MS0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0374+STABILITY: SURFACE MOTION
 MS0374
 MS0374  HISTORY     - Date     Condition        Report By
 MS0374  HISTORY     - 1958     MONUMENTED       CGS
 MS0374  HISTORY     - 1966     GOOD             CGS
 MS0374  HISTORY     - 1984     GOOD             NGS
 MS0374  HISTORY     - 19980806 GOOD             NIMA
 MS0374
 MS0374                          STATION DESCRIPTION
 MS0374
 MS0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0374'IN LUCIN.
 MS0374'AT LUCIN, ALONG THE SOUTHERN PACIFIC RAILROAD, 0.45 MILE SOUTHEAST OF
 MS0374'THE CROSSING OF STATE HIGHWAY 70, 5 1/2 POLE NORTHWEST AND ACROSS THE
 MS0374'TRACK FROM MILE POST 680, 70.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 MS0374'THE MAIN TRACK, 58 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 MS0374'70, 18.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SIDE TRACK, 3
 MS0374'FEET WEST OF A POWER POLE, 2.4 FEET SOUTHWEST OF A VERTICAL RAILROAD
 MS0374'TIE WHICH PROJECTS 4 FEET, 1.2 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 MS0374'LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 MS0374'GROUND.
 MS0374
 MS0374                          STATION RECOVERY (1984)
 MS0374
 MS0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0374'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  29.30 KM
 MS0374'(18.21 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE POST
 MS0374'OFFICE AT MONTELLO NV, AT LUCIN, BETWEEN THE SOUTHERN PACIFIC RAILROAD
 MS0374'TRACKS AND THE MAIN ROAD ON THE OUTSIDE OF A CURVE AND IN LINE WITH A
 MS0374'ROW OF TELEPHONE POLES, 0.74 KM (0.46 MI) SOUTHEAST OF A RAILROAD
 MS0374'CROSSING ALSO 84.5 KM (52.5 MI) SOUTHWEST OF PARK VALLEY, 17.7 METERS
 MS0374'(58 FT) NORTHEAST OF THE CENTER OF THE ROAD, 21.3 METERS (70 FT)
 MS0374'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACKS, 0.9 METER (3 FT)
 MS0374'WEST OF A POWER POLE AND 0.8 METER (2.5 FT) SOUTHWEST OF A VERTICAL
 MS0374'RAILROAD TIE PROJECTING 4 FEET.
 MS0374'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 MS0374'THE MARK IS ABOVE LEVEL WITH THE MAIN TRACKS.
 MS0374
 MS0374                          STATION RECOVERY (1998)
 MS0374
 MS0374'RECOVERY NOTE BY NATIONAL IMAGERY + MAPPING AGENCY 1998 (JDT)
 MS0374'GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0399 ***********************************************************************
 MS0399  DESIGNATION -  S 84
 MS0399  PID         -  MS0399
 MS0399  STATE/COUNTY-  UT/BOX ELDER
 MS0399  COUNTRY     -  US
 MS0399  USGS QUAD   -  CRATER ISLAND SW (2017)
 MS0399
 MS0399                         *CURRENT SURVEY CONTROL
 MS0399  ______________________________________________________________________
 MS0399* NAD 83(1986) POSITION- 41 01 26.     (N) 113 58 21.     (W)   SCALED
 MS0399* NAVD 88 ORTHO HEIGHT -  1312.498 (meters)     4306.09  (feet) ADJUSTED
 MS0399  ______________________________________________________________________
 MS0399  GEOID HEIGHT    -        -17.535 (meters)                     GEOID18
 MS0399  DYNAMIC HEIGHT  -       1311.519 (meters)     4302.88  (feet) COMP
 MS0399  MODELED GRAVITY -    979,833.0   (mgal)                       NAVD 88
 MS0399
 MS0399  VERT ORDER      -  SECOND    CLASS 0
 MS0399
 MS0399.The horizontal coordinates were scaled from a map and have
 MS0399.an estimated accuracy of +/- 6 seconds.
 MS0399
 MS0399.The orthometric height was determined by differential leveling and
 MS0399.adjusted by the NATIONAL GEODETIC SURVEY
 MS0399.in June 1991.
 MS0399
 MS0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0399.GEOID18 height accuracy estimate available here.
 MS0399
 MS0399.Click photographs - Photos may exist for this station.
 MS0399
 MS0399.The dynamic height is computed by dividing the NAVD 88
 MS0399.geopotential number by the normal gravity value computed on the
 MS0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0399.degrees latitude (g = 980.6199 gals.).
 MS0399
 MS0399.The modeled gravity was interpolated from observed gravity values.
 MS0399
 MS0399;                    North         East    Units  Estimated Accuracy
 MS0399;SPC UT N     - 1,079,640.      292,090.      MT  (+/- 180 meters Scaled)
 MS0399
 MS0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL500456(NAD 83)
 MS0399
 MS0399                          SUPERSEDED SURVEY CONTROL
 MS0399
 MS0399  NGVD 29 (??/??/92) 1311.52   (m)         4302.9    (f) COMPUTED    2 0
 MS0399
 MS0399.Superseded values are not recommended for survey control.
 MS0399
 MS0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0399.See file dsdata.pdf to determine how the superseded data were derived.
 MS0399
 MS0399_MARKER: DB = BENCH MARK DISK
 MS0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0399_STAMPING: S 84 1958
 MS0399_MARK LOGO: CGS
 MS0399_MAGNETIC: N = NO MAGNETIC MATERIAL
 MS0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0399+STABILITY: SURFACE MOTION
 MS0399
 MS0399  HISTORY     - Date     Condition        Report By
 MS0399  HISTORY     - 1958     MONUMENTED       CGS
 MS0399  HISTORY     - 19980806 GOOD             NIMA
 MS0399
 MS0399                          STATION DESCRIPTION
 MS0399
 MS0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MS0399'24.15 MI S FROM LUCIN.
 MS0399'24.15 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT LUCIN,
 MS0399'0.2 MILE NORTH OF THE JUNCTION OF A TRACK ROAD NORTHEAST, 0.2 MILE
 MS0399'NORTH OF A FENCE CORNER, IN A LARGE ROCK STREWN AREA, 30 FEET EAST OF
 MS0399'THE CENTER LINE OF THE ROAD, 3.0 FEET WEST OF A WITNESS POST, ABOUT 1
 MS0399'FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MS0399'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MS0399
 MS0399                          STATION RECOVERY (1998)
 MS0399
 MS0399'RECOVERY NOTE BY NATIONAL IMAGERY + MAPPING AGENCY 1998 (JDT)
 MS0399'GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0597 ***********************************************************************
 LO0597  DESIGNATION -  S 86
 LO0597  PID         -  LO0597
 LO0597  STATE/COUNTY-  UT/SALT LAKE
 LO0597  COUNTRY     -  US
 LO0597  USGS QUAD   -  MOUNT AIRE (2017)
 LO0597
 LO0597                         *CURRENT SURVEY CONTROL
 LO0597  ______________________________________________________________________
 LO0597* NAD 83(1986) POSITION- 40 44 31.     (N) 111 44 19.     (W)   SCALED
 LO0597* NAVD 88 ORTHO HEIGHT -  1628.718 (meters)     5343.55  (feet) POSTED
 LO0597  ______________________________________________________________________
 LO0597  GEOID HEIGHT    -        -16.022 (meters)                     GEOID18
 LO0597  DYNAMIC HEIGHT  -       1627.33  (meters)     5339.0   (feet) COMP
 LO0597  MODELED GRAVITY -    979,718.0   (mgal)                       NAVD 88
 LO0597
 LO0597  VERT ORDER      -  * POSTED, SEE BELOW
 LO0597
 LO0597.The horizontal coordinates were scaled from a map and have
 LO0597.an estimated accuracy of +/- 6 seconds.
 LO0597
 LO0597.The orthometric height was determined by differential leveling
 LO0597.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LO0597
 LO0597.* This is a POSTED BENCH MARK height.
 LO0597
 LO0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0597.GEOID18 height accuracy estimate available here.
 LO0597
 LO0597.Click photographs - Photos may exist for this station.
 LO0597
 LO0597.The dynamic height is computed by dividing the NAVD 88
 LO0597.geopotential number by the normal gravity value computed on the
 LO0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0597.degrees latitude (g = 980.6199 gals.).
 LO0597
 LO0597.The modeled gravity was interpolated from observed gravity values.
 LO0597
 LO0597;                    North         East    Units  Estimated Accuracy
 LO0597;SPC UT C     - 2,267,440.      479,850.      MT  (+/- 180 meters Scaled)
 LO0597
 LO0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL376103(NAD 83)
 LO0597
 LO0597                          SUPERSEDED SURVEY CONTROL
 LO0597
 LO0597  NGVD 29 (??/??/92) 1627.647  (m)         5340.04   (f) ADJ UNCH    2 0
 LO0597
 LO0597.Superseded values are not recommended for survey control.
 LO0597
 LO0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0597.See file dsdata.pdf to determine how the superseded data were derived.
 LO0597
 LO0597_MARKER: DB = BENCH MARK DISK
 LO0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0597_STAMPING: S 86 1934
 LO0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0597+STABILITY: SURFACE MOTION
 LO0597
 LO0597  HISTORY     - Date     Condition        Report By
 LO0597  HISTORY     - 1934     MONUMENTED       CGS
 LO0597  HISTORY     - 1955     MARK NOT FOUND   USGS
 LO0597
 LO0597                          STATION DESCRIPTION
 LO0597
 LO0597'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LO0597'7.6 MI NE FROM SUGAR HOUSE.
 LO0597'7.6 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 LO0597'FROM THE STATION AT SUGAR HOUSE, SALT LAKE CITY, SALT LAKE COUNTY, 15
 LO0597'FEET EAST OF THE STATION SIGN AT DALE, AT THE SIDING, AND 12 FEET
 LO0597'SOUTH OF THE MAIN TRACK.  A STANDARD DISK, STAMPED S 86 1934 AND SET
 LO0597'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0096 ***********************************************************************
 LP0096  DESIGNATION -  S 87
 LP0096  PID         -  LP0096
 LP0096  STATE/COUNTY-  UT/TOOELE
 LP0096  COUNTRY     -  US
 LP0096  USGS QUAD   -  FLUX (2017)
 LP0096
 LP0096                         *CURRENT SURVEY CONTROL
 LP0096  ______________________________________________________________________
 LP0096* NAD 83(1986) POSITION- 40 44 22.     (N) 112 37 09.     (W)   SCALED
 LP0096* NAVD 88 ORTHO HEIGHT -  1284.539 (meters)     4214.36  (feet) ADJUSTED
 LP0096  ______________________________________________________________________
 LP0096  GEOID HEIGHT    -        -17.497 (meters)                     GEOID18
 LP0096  DYNAMIC HEIGHT  -       1283.572 (meters)     4211.19  (feet) COMP
 LP0096  MODELED GRAVITY -    979,827.8   (mgal)                       NAVD 88
 LP0096
 LP0096  VERT ORDER      -  SECOND    CLASS 0
 LP0096
 LP0096.The horizontal coordinates were scaled from a map and have
 LP0096.an estimated accuracy of +/- 6 seconds.
 LP0096
 LP0096.The orthometric height was determined by differential leveling and
 LP0096.adjusted by the NATIONAL GEODETIC SURVEY
 LP0096.in June 1991.
 LP0096
 LP0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0096.GEOID18 height accuracy estimate available here.
 LP0096
 LP0096.Click photographs - Photos may exist for this station.
 LP0096
 LP0096.The dynamic height is computed by dividing the NAVD 88
 LP0096.geopotential number by the normal gravity value computed on the
 LP0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0096.degrees latitude (g = 980.6199 gals.).
 LP0096
 LP0096.The modeled gravity was interpolated from observed gravity values.
 LP0096
 LP0096;                    North         East    Units  Estimated Accuracy
 LP0096;SPC UT C     - 2,267,730.      405,470.      MT  (+/- 180 meters Scaled)
 LP0096
 LP0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL632110(NAD 83)
 LP0096
 LP0096                          SUPERSEDED SURVEY CONTROL
 LP0096
 LP0096  NGVD 29 (??/??/92) 1283.544  (m)         4211.09   (f) ADJ UNCH    2 0
 LP0096
 LP0096.Superseded values are not recommended for survey control.
 LP0096
 LP0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0096.See file dsdata.pdf to determine how the superseded data were derived.
 LP0096
 LP0096_MARKER: DB = BENCH MARK DISK
 LP0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0096_STAMPING: S 87 1934
 LP0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0096+STABILITY: SURFACE MOTION
 LP0096
 LP0096  HISTORY     - Date     Condition        Report By
 LP0096  HISTORY     - 1934     MONUMENTED       CGS
 LP0096  HISTORY     - 1981     MARK NOT FOUND   USGS
 LP0096
 LP0096                          STATION DESCRIPTION
 LP0096
 LP0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0096'9.2 MI W FROM BURMESTER.
 LP0096'9.2 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION AT
 LP0096'BURMESTER, TOOELE COUNTY, 16 POLES WEST OF MILEPOST 888, AND 110 FEET
 LP0096'SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED S 87
 LP0096'1934 AND SET IN THE TOP OF A CONCRETE POST.
 LP0096
 LP0096                          STATION RECOVERY (1981)
 LP0096
 LP0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LP0096'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0110 ***********************************************************************
 MS0110  DESIGNATION -  S 88
 MS0110  PID         -  MS0110
 MS0110  STATE/COUNTY-  UT/BOX ELDER
 MS0110  COUNTRY     -  US
 MS0110  USGS QUAD   -  HOWELL (2017)
 MS0110
 MS0110                         *CURRENT SURVEY CONTROL
 MS0110  ______________________________________________________________________
 MS0110* NAD 83(1986) POSITION- 41 48 53.     (N) 112 23 56.     (W)   SCALED
 MS0110* NAVD 88 ORTHO HEIGHT -  1491.856 (meters)     4894.53  (feet) ADJUSTED
 MS0110  ______________________________________________________________________
 MS0110  GEOID HEIGHT    -        -15.192 (meters)                     GEOID18
 MS0110  DYNAMIC HEIGHT  -       1490.820 (meters)     4891.13  (feet) COMP
 MS0110  MODELED GRAVITY -    979,875.9   (mgal)                       NAVD 88
 MS0110
 MS0110  VERT ORDER      -  SECOND    CLASS 0
 MS0110
 MS0110.The horizontal coordinates were scaled from a map and have
 MS0110.an estimated accuracy of +/- 6 seconds.
 MS0110
 MS0110.The orthometric height was determined by differential leveling and
 MS0110.adjusted by the NATIONAL GEODETIC SURVEY
 MS0110.in June 1991.
 MS0110
 MS0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0110.GEOID18 height accuracy estimate available here.
 MS0110
 MS0110.Click photographs - Photos may exist for this station.
 MS0110
 MS0110.The dynamic height is computed by dividing the NAVD 88
 MS0110.geopotential number by the normal gravity value computed on the
 MS0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0110.degrees latitude (g = 980.6199 gals.).
 MS0110
 MS0110.The modeled gravity was interpolated from observed gravity values.
 MS0110
 MS0110;                    North         East    Units  Estimated Accuracy
 MS0110;SPC UT N     - 1,164,900.      425,310.      MT  (+/- 180 meters Scaled)
 MS0110
 MS0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM838301(NAD 83)
 MS0110
 MS0110                          SUPERSEDED SURVEY CONTROL
 MS0110
 MS0110  NGVD 29 (??/??/92) 1490.816  (m)         4891.12   (f) ADJ UNCH    2 0
 MS0110
 MS0110.Superseded values are not recommended for survey control.
 MS0110
 MS0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0110.See file dsdata.pdf to determine how the superseded data were derived.
 MS0110
 MS0110_MARKER: DB = BENCH MARK DISK
 MS0110_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0110_SP_SET: CULVERT HEADWALL
 MS0110_STAMPING: S 88 1934
 MS0110_MARK LOGO: CGS
 MS0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0110+STABILITY: SURFACE MOTION
 MS0110
 MS0110  HISTORY     - Date     Condition        Report By
 MS0110  HISTORY     - 1934     MONUMENTED       CGS
 MS0110  HISTORY     - 1968     MARK NOT FOUND   USGS
 MS0110
 MS0110                          STATION DESCRIPTION
 MS0110
 MS0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0110'15.6 MI NW FROM TREMONTON.
 MS0110'15.6 MILES NORTHWEST ALONG U.S. HIGHWAY 30 S FROM THE OREGON SHORT
 MS0110'LINE RAILROAD STATION AT TREMONTON, AT A CONCRETE CULVERT, AND IN THE
 MS0110'NORTH HEAD WALL.  NOTE-- RECENT CULTURAL CHANGE (FREEWAY).
 MS0110
 MS0110                          STATION RECOVERY (1968)
 MS0110
 MS0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MS0110'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0248 ***********************************************************************
 MS0248  DESIGNATION -  S 89
 MS0248  PID         -  MS0248
 MS0248  STATE/COUNTY-  UT/BOX ELDER
 MS0248  COUNTRY     -  US
 MS0248  USGS QUAD   -  MONUMENT PEAK NW (2017)
 MS0248
 MS0248                         *CURRENT SURVEY CONTROL
 MS0248  ______________________________________________________________________
 MS0248* NAD 83(1986) POSITION- 41 56 08.     (N) 112 52 54.     (W)   SCALED
 MS0248* NAVD 88 ORTHO HEIGHT -  1331.478 (meters)     4368.36  (feet) ADJUSTED
 MS0248  ______________________________________________________________________
 MS0248  GEOID HEIGHT    -        -15.088 (meters)                     GEOID18
 MS0248  DYNAMIC HEIGHT  -       1330.602 (meters)     4365.48  (feet) COMP
 MS0248  MODELED GRAVITY -    979,918.0   (mgal)                       NAVD 88
 MS0248
 MS0248  VERT ORDER      -  SECOND    CLASS 0
 MS0248
 MS0248.The horizontal coordinates were scaled from a map and have
 MS0248.an estimated accuracy of +/- 6 seconds.
 MS0248
 MS0248.The orthometric height was determined by differential leveling and
 MS0248.adjusted by the NATIONAL GEODETIC SURVEY
 MS0248.in June 1991.
 MS0248
 MS0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0248.GEOID18 height accuracy estimate available here.
 MS0248
 MS0248.Click photographs - Photos may exist for this station.
 MS0248
 MS0248.The dynamic height is computed by dividing the NAVD 88
 MS0248.geopotential number by the normal gravity value computed on the
 MS0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0248.degrees latitude (g = 980.6199 gals.).
 MS0248
 MS0248.The modeled gravity was interpolated from observed gravity values.
 MS0248
 MS0248;                    North         East    Units  Estimated Accuracy
 MS0248;SPC UT N     - 1,178,850.      385,410.      MT  (+/- 180 meters Scaled)
 MS0248
 MS0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM440443(NAD 83)
 MS0248
 MS0248                          SUPERSEDED SURVEY CONTROL
 MS0248
 MS0248  NGVD 29 (??/??/92) 1330.463  (m)         4365.03   (f) ADJ UNCH    2 0
 MS0248
 MS0248.Superseded values are not recommended for survey control.
 MS0248
 MS0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0248.See file dsdata.pdf to determine how the superseded data were derived.
 MS0248
 MS0248_MARKER: DB = BENCH MARK DISK
 MS0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0248_STAMPING: S 89 1934
 MS0248_MARK LOGO: CGS
 MS0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0248+STABILITY: SURFACE MOTION
 MS0248
 MS0248  HISTORY     - Date     Condition        Report By
 MS0248  HISTORY     - 1934     MONUMENTED       CGS
 MS0248
 MS0248                          STATION DESCRIPTION
 MS0248
 MS0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0248'18.7 MI NE FROM KELTON.
 MS0248'ABOUT 18.7 MILES NORTHEAST ALONG THE ROAD LEADING TO A JUNCTION WITH
 MS0248'U.S. HIGHWAY 30S FROM THE SOUTHERN PACIFIC CO. RAILROAD FREIGHT
 MS0248'STATION AT KELTON, BOX ELDER COUNTY, ABOUT 4.5 MILES SOUTHWEST OF THE
 MS0248'JUNCTION, AND 30 FEET EAST OF THE CENTER LINE OF THE ROAD.  A STANDARD
 MS0248'DISK, STAMPED S 89 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0537 ***********************************************************************
 LO0537  DESIGNATION -  S 90
 LO0537  PID         -  LO0537
 LO0537  STATE/COUNTY-  UT/DAVIS
 LO0537  COUNTRY     -  US
 LO0537  USGS QUAD   -  FARMINGTON (2017)
 LO0537
 LO0537                         *CURRENT SURVEY CONTROL
 LO0537  ______________________________________________________________________
 LO0537* NAD 83(1986) POSITION- 40 53 01.     (N) 111 54 06.     (W)   SCALED
 LO0537* NAVD 88 ORTHO HEIGHT -  1310.327 (meters)     4298.96  (feet) ADJUSTED
 LO0537  ______________________________________________________________________
 LO0537  GEOID HEIGHT    -        -16.685 (meters)                     GEOID18
 LO0537  DYNAMIC HEIGHT  -       1309.316 (meters)     4295.65  (feet) COMP
 LO0537  MODELED GRAVITY -    979,808.1   (mgal)                       NAVD 88
 LO0537
 LO0537  VERT ORDER      -  FIRST     CLASS I
 LO0537
 LO0537.The horizontal coordinates were scaled from a map and have
 LO0537.an estimated accuracy of +/- 6 seconds.
 LO0537
 LO0537.The orthometric height was determined by differential leveling and
 LO0537.adjusted by the NATIONAL GEODETIC SURVEY
 LO0537.in June 1991.
 LO0537
 LO0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0537.GEOID18 height accuracy estimate available here.
 LO0537
 LO0537.Click photographs - Photos may exist for this station.
 LO0537
 LO0537.The dynamic height is computed by dividing the NAVD 88
 LO0537.geopotential number by the normal gravity value computed on the
 LO0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0537.degrees latitude (g = 980.6199 gals.).
 LO0537
 LO0537.The modeled gravity was interpolated from observed gravity values.
 LO0537
 LO0537;                    North         East    Units  Estimated Accuracy
 LO0537;SPC UT N     - 1,061,190.      466,150.      MT  (+/- 180 meters Scaled)
 LO0537
 LO0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL240262(NAD 83)
 LO0537
 LO0537                          SUPERSEDED SURVEY CONTROL
 LO0537
 LO0537  NGVD 29 (??/??/92) 1309.381  (m)         4295.86   (f) ADJ UNCH    1 1
 LO0537
 LO0537.Superseded values are not recommended for survey control.
 LO0537
 LO0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0537.See file dsdata.pdf to determine how the superseded data were derived.
 LO0537
 LO0537_MARKER: DB = BENCH MARK DISK
 LO0537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0537_SP_SET: FOUNDATION
 LO0537_STAMPING: S 90 1953
 LO0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0537
 LO0537  HISTORY     - Date     Condition        Report By
 LO0537  HISTORY     - 1953     MONUMENTED       CGS
 LO0537  HISTORY     - 1967     GOOD             CGS
 LO0537
 LO0537                          STATION DESCRIPTION
 LO0537
 LO0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0537'IN WOODS CROSS.
 LO0537'AT WOODS CROSS, ALONG THE UNION PACIFIC RAILROAD, AT THE CROSSING OF
 LO0537'500 SOUTH STREET, SET VERTICALLY IN THE NORTHWEST CONCRETE FOUNDATION
 LO0537'OF A LARGE BRICK BUILDING, 69.1 FEET EAST OF THE EAST RAIL OF THE EAST
 LO0537'TRACK, 33 1/2 FEET SOUTH OF THE CENTER LINE OF THE STREET, 69.9 FEET
 LO0537'SOUTH OF THE SOUTHWEST CORNER OF THE RAILROAD STATION, 0.5 FOOT
 LO0537'SOUTHWEST OF THE NORTH CORNER OF THE BUILDING, ABOUT 2 FEET HIGHER
 LO0537'THAN THE TRACK AND ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0412 ***********************************************************************
 MR0412  DESIGNATION -  S 91
 MR0412  PID         -  MR0412
 MR0412  STATE/COUNTY-  UT/DAVIS
 MR0412  COUNTRY     -  US
 MR0412  USGS QUAD   -  KAYSVILLE (2017)
 MR0412
 MR0412                         *CURRENT SURVEY CONTROL
 MR0412  ______________________________________________________________________
 MR0412* NAD 83(1986) POSITION- 41 03 18.4    (N) 111 57 46.9    (W)   HD_HELD2
 MR0412* NAVD 88 ORTHO HEIGHT -  1321.805 (meters)     4336.62  (feet) ADJUSTED
 MR0412  ______________________________________________________________________
 MR0412  GEOID HEIGHT    -        -16.840 (meters)                     GEOID18
 MR0412  DYNAMIC HEIGHT  -       1320.785 (meters)     4333.28  (feet) COMP
 MR0412  MODELED GRAVITY -    979,807.1   (mgal)                       NAVD 88
 MR0412
 MR0412  VERT ORDER      -  FIRST     CLASS I
 MR0412
 MR0412.The horizontal coordinates were established by autonomous hand held GPS
 MR0412.observations and have an estimated accuracy of +/- 10 meters.
 MR0412
 MR0412.The orthometric height was determined by differential leveling and
 MR0412.adjusted by the NATIONAL GEODETIC SURVEY
 MR0412.in June 1991.
 MR0412
 MR0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0412.GEOID18 height accuracy estimate available here.
 MR0412
 MR0412.Click photographs - Photos may exist for this station.
 MR0412
 MR0412.The dynamic height is computed by dividing the NAVD 88
 MR0412.geopotential number by the normal gravity value computed on the
 MR0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0412.degrees latitude (g = 980.6199 gals.).
 MR0412
 MR0412.The modeled gravity was interpolated from observed gravity values.
 MR0412
 MR0412;                    North         East    Units  Estimated Accuracy
 MR0412;SPC UT N     - 1,080,257.      461,077.      MT  (+/- 10 meters HH2 GPS)
 MR0412
 MR0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1907445321(NAD 83)
 MR0412
 MR0412                          SUPERSEDED SURVEY CONTROL
 MR0412
 MR0412  NGVD 29 (??/??/92) 1320.827  (m)         4333.41   (f) ADJ UNCH    1 1
 MR0412
 MR0412.Superseded values are not recommended for survey control.
 MR0412
 MR0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0412.See file dsdata.pdf to determine how the superseded data were derived.
 MR0412
 MR0412_MARKER: DB = BENCH MARK DISK
 MR0412_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MR0412_SP_SET: DRAIN STRUCTURE
 MR0412_STAMPING: S 91 1953
 MR0412_MARK LOGO: CGS
 MR0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0412+STABILITY: SURFACE MOTION
 MR0412
 MR0412  HISTORY     - Date     Condition        Report By
 MR0412  HISTORY     - 1953     MONUMENTED       CGS
 MR0412  HISTORY     - 1967     GOOD             CGS
 MR0412
 MR0412                          STATION DESCRIPTION
 MR0412
 MR0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MR0412'0.4 MI SE FROM LAYTON.
 MR0412'0.4 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0412'AT LAYTON, 1.25 MILES NORTHWEST OF KAYSVILLE, 1 POLE NORTHWEST OF
 MR0412'MILEPOLE 15, IN THE TOP OF THE NORTH CORNER OF A 3- BY 6-FOOT CONCRETE
 MR0412'DRAIN STRUCTURE WITH A STEEL GRATE, 68.3 FEET NORTHEAST OF THE
 MR0412'NORTHEAST RAIL OF THE NORTHEAST TRACK, 45 FEET NORTH OF THE FIRST
 MR0412'TELEPHONE POLE NORTHWEST OF THE MILEPOLE, 30 FEET SOUTHWEST OF THE
 MR0412'CENTER LINE OF A FREEWAY APPROACH, 10.0 FEET NORTHEAST OF A FENCE,
 MR0412'ABOUT 1/2 FOOT LOWER THAN THE APPROACH ROAD, AND 6 FEET LOWER THAN THE
 MR0412'TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0130 ***********************************************************************
 MS0130  DESIGNATION -  S 92
 MS0130  PID         -  MS0130
 MS0130  STATE/COUNTY-  UT/WEBER
 MS0130  COUNTRY     -  US
 MS0130  USGS QUAD   -  PLAIN CITY (2017)
 MS0130
 MS0130                         *CURRENT SURVEY CONTROL
 MS0130  ______________________________________________________________________
 MS0130* NAD 83(1986) POSITION- 41 19 44.25   (N) 112 01 28.77   (W)   HD_HELD1
 MS0130* NAVD 88 ORTHO HEIGHT -  1304.955 (meters)     4281.34  (feet) ADJUSTED
 MS0130  ______________________________________________________________________
 MS0130  GEOID HEIGHT    -        -16.515 (meters)                     GEOID18
 MS0130  DYNAMIC HEIGHT  -       1303.996 (meters)     4278.19  (feet) COMP
 MS0130  MODELED GRAVITY -    979,844.3   (mgal)                       NAVD 88
 MS0130
 MS0130  VERT ORDER      -  FIRST     CLASS I
 MS0130
 MS0130.The horizontal coordinates were determined by differentially corrected
 MS0130.hand held GPS observations or other comparable positioning techniques
 MS0130.and have an estimated accuracy of +/- 3 meters.
 MS0130
 MS0130.The orthometric height was determined by differential leveling and
 MS0130.adjusted by the NATIONAL GEODETIC SURVEY
 MS0130.in June 1991.
 MS0130
 MS0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0130.GEOID18 height accuracy estimate available here.
 MS0130
 MS0130.Click photographs - Photos may exist for this station.
 MS0130
 MS0130.The dynamic height is computed by dividing the NAVD 88
 MS0130.geopotential number by the normal gravity value computed on the
 MS0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0130.degrees latitude (g = 980.6199 gals.).
 MS0130
 MS0130.The modeled gravity was interpolated from observed gravity values.
 MS0130
 MS0130;                    North         East    Units  Estimated Accuracy
 MS0130;SPC UT N     - 1,110,696.9     456,080.1     MT  (+/- 3 meters HH1 GPS) 
 MS0130
 MS0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1425375781(NAD 83)
 MS0130
 MS0130                          SUPERSEDED SURVEY CONTROL
 MS0130
 MS0130  NGVD 29 (??/??/92) 1303.966  (m)         4278.10   (f) ADJ UNCH    1 1
 MS0130
 MS0130.Superseded values are not recommended for survey control.
 MS0130
 MS0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0130.See file dsdata.pdf to determine how the superseded data were derived.
 MS0130
 MS0130_MARKER: DB = BENCH MARK DISK
 MS0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0130_STAMPING: S 92 1953
 MS0130_MARK LOGO: CGS
 MS0130_PROJECTION: RECESSED 5 CENTIMETERS
 MS0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0130+STABILITY: SURFACE MOTION
 MS0130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0130+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2014
 MS0130
 MS0130  HISTORY     - Date     Condition        Report By
 MS0130  HISTORY     - 1953     MONUMENTED       CGS
 MS0130  HISTORY     - 1967     GOOD             CGS
 MS0130  HISTORY     - 20141201 GOOD             UT-057
 MS0130
 MS0130                          STATION DESCRIPTION
 MS0130
 MS0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0130'8.1 MI N FROM OGDEN.
 MS0130'8.1 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MS0130'OGDEN, 0.1 MILE (4 POLES) NORTHWEST OF MILEPOLE 8, AT THE CROSSING OF
 MS0130'A FARM ROAD, 93 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 26.4
 MS0130'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, 7 1/2
 MS0130'FEET NORTHWEST OF THE 4TH TELEPHONE POLE, 2.5 FEET NORTHEAST OF A
 MS0130'METAL WITNESS POST, 2.1 FEET SOUTHEAST OF A WOODEN WITNESS POST, ABOUT
 MS0130'2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 MS0130'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MS0130
 MS0130                          STATION RECOVERY (2014)
 MS0130
 MS0130'RECOVERY NOTE BY WEBER COUNTY UTAH 2014 (DJM)
 MS0130'RECOVERED AS DESCRIBED. APPROXIMATE ADDRESS OF STATION IS 3779 US-89
 MS0130'OGDEN, UTAH 84404. FROM APPROXIMATE ADDRESS TURN WEST DOWN A DIRT FARM
 MS0130'ROAD. MARK IS NORTH OF THE INTERSETION ROAD AND THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0061 ***********************************************************************
 MS0061  DESIGNATION -  S 93
 MS0061  PID         -  MS0061
 MS0061  STATE/COUNTY-  UT/BOX ELDER
 MS0061  COUNTRY     -  US
 MS0061  USGS QUAD   -  BEAR RIVER CITY (2017)
 MS0061
 MS0061                         *CURRENT SURVEY CONTROL
 MS0061  ______________________________________________________________________
 MS0061* NAD 83(1986) POSITION- 41 33 16.9    (N) 112 07 46.0    (W)   HD_HELD2
 MS0061* NAVD 88 ORTHO HEIGHT -  1291.070 (meters)     4235.79  (feet) ADJUSTED
 MS0061  ______________________________________________________________________
 MS0061  GEOID HEIGHT    -        -16.216 (meters)                     GEOID18
 MS0061  DYNAMIC HEIGHT  -       1290.147 (meters)     4232.76  (feet) COMP
 MS0061  MODELED GRAVITY -    979,864.0   (mgal)                       NAVD 88
 MS0061
 MS0061  VERT ORDER      -  FIRST     CLASS II
 MS0061
 MS0061.The horizontal coordinates were established by autonomous hand held GPS
 MS0061.observations and have an estimated accuracy of +/- 10 meters.
 MS0061
 MS0061.The orthometric height was determined by differential leveling and
 MS0061.adjusted by the NATIONAL GEODETIC SURVEY
 MS0061.in June 1991.
 MS0061
 MS0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0061.GEOID18 height accuracy estimate available here.
 MS0061
 MS0061.Click photographs - Photos may exist for this station.
 MS0061
 MS0061.The dynamic height is computed by dividing the NAVD 88
 MS0061.geopotential number by the normal gravity value computed on the
 MS0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0061.degrees latitude (g = 980.6199 gals.).
 MS0061
 MS0061.The modeled gravity was interpolated from observed gravity values.
 MS0061
 MS0061;                    North         East    Units  Estimated Accuracy
 MS0061;SPC UT N     - 1,135,824.      447,490.      MT  (+/- 10 meters HH2 GPS)
 MS0061
 MS0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM0581200952(NAD 83)
 MS0061
 MS0061                          SUPERSEDED SURVEY CONTROL
 MS0061
 MS0061  NGVD 29 (??/??/92) 1290.073  (m)         4232.51   (f) ADJ UNCH    1 2
 MS0061
 MS0061.Superseded values are not recommended for survey control.
 MS0061
 MS0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0061.See file dsdata.pdf to determine how the superseded data were derived.
 MS0061
 MS0061_MARKER: DB = BENCH MARK DISK
 MS0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0061_STAMPING: S 93 1953
 MS0061_MARK LOGO: CGS
 MS0061_PROJECTION: PROJECTING 10 CENTIMETERS
 MS0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0061+STABILITY: SURFACE MOTION
 MS0061
 MS0061  HISTORY     - Date     Condition        Report By
 MS0061  HISTORY     - 1953     MONUMENTED       CGS
 MS0061  HISTORY     - 1984     GOOD             NGS
 MS0061
 MS0061                          STATION DESCRIPTION
 MS0061
 MS0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0061'1.3 MI W FROM CORINNE.
 MS0061'0.2 MILE NORTH ALONG FOURTH STREET FROM THE PUBLIC SCHOOL AT CORINNE,
 MS0061'THENCE 1.1 MILES WEST ALONG STATE HIGHWAY 83, THENCE ABOUT 50 YARDS
 MS0061'SOUTH ALONG A GRAVELED ROAD.  AT THE CROSSING OF THE ABANDONED
 MS0061'SOUTHERN PACIFIC COMPANY RAILROAD, 48.1 FEET SOUTH OF THE SOUTH RAIL,
 MS0061'35 FEET EAST OF THE CENTER LINE OF THE ROAD, 12 1/2 FEET SOUTHWEST OF
 MS0061'MILEPOLE 800, 3 FEET NORTHEAST OF A FENCE CORNER POST, ABOUT LEVEL
 MS0061'WITH THE ROAD, 2.0 FEET NORTH OF A FENCE, 2.0 FEET WEST OF A WITNESS
 MS0061'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 MS0061'THE GROUND.
 MS0061
 MS0061                          STATION RECOVERY (1984)
 MS0061
 MS0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0061'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.54 KM
 MS0061'(6.55 MI) NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE IN
 MS0061'BRIGHAM CITY, THENCE 1.53 KM (0.95 MI) NORTHWEST ALONG STATE HIGHWAY
 MS0061'83, IN THE SOUTHEAST CORNER OF THE INTERSECTION OF 4800 WEST STREET,
 MS0061'43.3 METERS (142 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 46.6 METERS
 MS0061'(153 FT) NORTH OF A POWERLINE JUNCTION POLE, 7.4 METERS (34 FT) EAST
 MS0061'OF THE CENTER OF THE STREET AND 1.2 METERS (4 FT) EAST OF A FENCE.
 MS0061'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 MS0061'THE MARK IS 0.2 M BELOW THE STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0286 ***********************************************************************
 MS0286  DESIGNATION -  S 95
 MS0286  PID         -  MS0286
 MS0286  STATE/COUNTY-  UT/BOX ELDER
 MS0286  COUNTRY     -  US
 MS0286  USGS QUAD   -  MATLIN (2017)
 MS0286
 MS0286                         *CURRENT SURVEY CONTROL
 MS0286  ______________________________________________________________________
 MS0286* NAD 83(1986) POSITION- 41 36 01.     (N) 113 14 59.     (W)   SCALED
 MS0286* NAVD 88 ORTHO HEIGHT -  1414.688 (meters)     4641.36  (feet) ADJUSTED
 MS0286  ______________________________________________________________________
 MS0286  GEOID HEIGHT    -        -15.945 (meters)                     GEOID18
 MS0286  DYNAMIC HEIGHT  -       1413.712 (meters)     4638.15  (feet) COMP
 MS0286  MODELED GRAVITY -    979,883.5   (mgal)                       NAVD 88
 MS0286
 MS0286  VERT ORDER      -  FIRST     CLASS II
 MS0286
 MS0286.The horizontal coordinates were scaled from a map and have
 MS0286.an estimated accuracy of +/- 6 seconds.
 MS0286
 MS0286.The orthometric height was determined by differential leveling and
 MS0286.adjusted by the NATIONAL GEODETIC SURVEY
 MS0286.in June 1991.
 MS0286
 MS0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0286.GEOID18 height accuracy estimate available here.
 MS0286
 MS0286.Click photographs - Photos may exist for this station.
 MS0286
 MS0286.The dynamic height is computed by dividing the NAVD 88
 MS0286.geopotential number by the normal gravity value computed on the
 MS0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0286.degrees latitude (g = 980.6199 gals.).
 MS0286
 MS0286.The modeled gravity was interpolated from observed gravity values.
 MS0286
 MS0286;                    North         East    Units  Estimated Accuracy
 MS0286;SPC UT N     - 1,142,170.      354,140.      MT  (+/- 180 meters Scaled)
 MS0286
 MS0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM125078(NAD 83)
 MS0286
 MS0286                          SUPERSEDED SURVEY CONTROL
 MS0286
 MS0286  NGVD 29 (??/??/92) 1413.644  (m)         4637.93   (f) ADJ UNCH    1 2
 MS0286
 MS0286.Superseded values are not recommended for survey control.
 MS0286
 MS0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0286.See file dsdata.pdf to determine how the superseded data were derived.
 MS0286
 MS0286_MARKER: DB = BENCH MARK DISK
 MS0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0286_STAMPING: S 95 1953
 MS0286_MARK LOGO: CGS
 MS0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0286+STABILITY: SURFACE MOTION
 MS0286
 MS0286  HISTORY     - Date     Condition        Report By
 MS0286  HISTORY     - 1953     MONUMENTED       CGS
 MS0286
 MS0286                          STATION DESCRIPTION
 MS0286
 MS0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0286'14.5 MI SW FROM KELTON.
 MS0286'14.5 MILES SOUTHWEST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0286'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0286'KELTON, 0.25 MILE NORTHEAST OF A 4- BY 4-FOOT STONE-AND-WOOD BOX
 MS0286'CULVERT, 7 FEET SOUTHWEST OF MILEPOLE 719, 100 FEET SOUTHWEST OF THE
 MS0286'SOUTHWEST END OF A LONG SHALLOW CUT, 39 FEET NORTHWEST OF THE CENTER
 MS0286'LINE OF THE ROAD, 14 1/2 FEET SOUTHEAST OF THE CENTER LINE OF A DIM
 MS0286'TRACK ROAD, 2.6 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 MS0286'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 MS0286'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0345 ***********************************************************************
 MS0345  DESIGNATION -  S 96
 MS0345  PID         -  MS0345
 MS0345  STATE/COUNTY-  UT/BOX ELDER
 MS0345  COUNTRY     -  US
 MS0345  USGS QUAD   -  BOVINE (2017)
 MS0345
 MS0345                         *CURRENT SURVEY CONTROL
 MS0345  ______________________________________________________________________
 MS0345* NAD 83(1986) POSITION- 41 26 37.     (N) 113 40 13.     (W)   SCALED
 MS0345* NAVD 88 ORTHO HEIGHT -  1324.046 (meters)     4343.97  (feet) ADJUSTED
 MS0345  ______________________________________________________________________
 MS0345  GEOID HEIGHT    -        -16.483 (meters)                     GEOID18
 MS0345  DYNAMIC HEIGHT  -       1323.125 (meters)     4340.95  (feet) COMP
 MS0345  MODELED GRAVITY -    979,881.6   (mgal)                       NAVD 88
 MS0345
 MS0345  VERT ORDER      -  FIRST     CLASS II
 MS0345
 MS0345.The horizontal coordinates were scaled from a map and have
 MS0345.an estimated accuracy of +/- 6 seconds.
 MS0345
 MS0345.The orthometric height was determined by differential leveling and
 MS0345.adjusted by the NATIONAL GEODETIC SURVEY
 MS0345.in June 1991.
 MS0345
 MS0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0345.GEOID18 height accuracy estimate available here.
 MS0345
 MS0345.Click photographs - Photos may exist for this station.
 MS0345
 MS0345.The dynamic height is computed by dividing the NAVD 88
 MS0345.geopotential number by the normal gravity value computed on the
 MS0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0345.degrees latitude (g = 980.6199 gals.).
 MS0345
 MS0345.The modeled gravity was interpolated from observed gravity values.
 MS0345
 MS0345;                    North         East    Units  Estimated Accuracy
 MS0345;SPC UT N     - 1,125,560.      318,660.      MT  (+/- 180 meters Scaled)
 MS0345
 MS0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL769914(NAD 83)
 MS0345
 MS0345                          SUPERSEDED SURVEY CONTROL
 MS0345
 MS0345  NGVD 29 (??/??/92) 1323.022  (m)         4340.61   (f) ADJ UNCH    1 2
 MS0345
 MS0345.Superseded values are not recommended for survey control.
 MS0345
 MS0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0345.See file dsdata.pdf to determine how the superseded data were derived.
 MS0345
 MS0345_MARKER: DB = BENCH MARK DISK
 MS0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0345_STAMPING: S 96 1953
 MS0345_MARK LOGO: CGS
 MS0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0345+STABILITY: SURFACE MOTION
 MS0345
 MS0345  HISTORY     - Date     Condition        Report By
 MS0345  HISTORY     - 1953     MONUMENTED       CGS
 MS0345
 MS0345                          STATION DESCRIPTION
 MS0345
 MS0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0345'6.6 MI SW FROM WATERCRESS.
 MS0345'6.6 MILES SOUTHWEST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0345'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0345'WATERCRESS, 0.4 MILE SOUTHWEST OF A WOODEN BRIDGE, AT A SMALL
 MS0345'INDENTATION BETWEEN TWO SMALL ROCKY RIDGES, 120 FEET EAST OF AND
 MS0345'ACROSS THE ROAD FROM MILEPOLE 693, AT THE SOUTHWEST END OF A SMALL
 MS0345'CUT, 51 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.7 FEET
 MS0345'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 MS0345'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0491 ***********************************************************************
 JN0491  DESIGNATION -  SADDLE
 JN0491  PID         -  JN0491
 JN0491  STATE/COUNTY-  UT/EMERY
 JN0491  COUNTRY     -  US
 JN0491  USGS QUAD   -  THE BLOCKS (2017)
 JN0491
 JN0491                         *CURRENT SURVEY CONTROL
 JN0491  ______________________________________________________________________
 JN0491* NAD 83(1994) POSITION- 38 53 35.64870(N) 110 45 05.71131(W)   ADJUSTED
 JN0491* NAVD 88 ORTHO HEIGHT -  2306.2   (meters)     7566.    (feet) VERTCON3
 JN0491  ______________________________________________________________________
 JN0491  GEOID HEIGHT    -        -18.221 (meters)                     GEOID18
 JN0491  LAPLACE CORR    -         -5.04  (seconds)                    DEFLEC18
 JN0491  HORZ ORDER      -  THIRD
 JN0491
 JN0491.The horizontal coordinates were established by classical geodetic methods
 JN0491.and adjusted by the National Geodetic Survey in November 1997.
 JN0491
 JN0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0491
 JN0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0491.GEOID18 height accuracy estimate available here.
 JN0491
 JN0491.Click photographs - Photos may exist for this station.
 JN0491
 JN0491.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0491
 JN0491. The following values were computed from the NAD 83(1994) position.
 JN0491
 JN0491;                    North         East     Units Scale Factor Converg.
 JN0491;SPC UT C     - 2,062,433.310   564,931.060   MT  1.00003275   +0 28 45.9
 JN0491;SPC UT C     - 6,766,499.95  1,853,444.65   sFT  1.00003275   +0 28 45.9
 JN0491;UTM  12      - 4,304,958.271   521,542.866   MT  0.99960571   +0 09 21.5
 JN0491
 JN0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0491!SPC UT C     -   0.99964115  x   1.00003275  =   0.99967389
 JN0491!UTM  12      -   0.99964115  x   0.99960571  =   0.99924700
 JN0491
 JN0491:                Primary Azimuth Mark                     Grid Az
 JN0491:SPC UT C     -  INDIAN                                   094 24 56.5
 JN0491:UTM  12      -  INDIAN                                   094 44 20.9
 JN0491
 JN0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ2154204958(NAD 83)
 JN0491
 JN0491|---------------------------------------------------------------------|
 JN0491| PID    Reference Object                     Distance      Geod. Az  |
 JN0491|                                                           dddmmss.s |
 JN0491| JN0475 INDIAN                              APPROX. 6.7 KM 0945342.4 |
 JN0491|---------------------------------------------------------------------|
 JN0491
 JN0491                          SUPERSEDED SURVEY CONTROL
 JN0491
 JN0491  NAD 83(1986)-  38 53 35.63893(N)    110 45 05.70583(W) AD(       ) 3
 JN0491  NAD 27      -  38 53 35.71726(N)    110 45 03.12293(W) AD(       ) 3
 JN0491  NGVD 29 (07/19/86) 2305.0    (m)         7562.     (f) VERT ANG       
 JN0491
 JN0491.Superseded values are not recommended for survey control.
 JN0491
 JN0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0491.See file dsdata.pdf to determine how the superseded data were derived.
 JN0491
 JN0491_MARKER: DD = SURVEY DISK
 JN0491_SETTING: 66 = SET IN ROCK OUTCROP
 JN0491_STAMPING: SADDLE 1952
 JN0491_MARK LOGO: USGS
 JN0491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0491+STABILITY: POSITION/ELEVATION WELL
 JN0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0491+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2021
 JN0491
 JN0491  HISTORY     - Date     Condition        Report By
 JN0491  HISTORY     - 1952     MONUMENTED       USGS
 JN0491  HISTORY     - 20210514 GOOD             INDIV
 JN0491
 JN0491                          STATION DESCRIPTION
 JN0491
 JN0491'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0491'LOCATED ABOUT 30.0 MI. SW. OF GREEN RIVER, 28.0 MI. ESE. OF EMERY AND
 JN0491'3.5 MI. WSW. OF WICKIUP BUTTE, ON HIGHEST POINT OF LARGE TIMBERED
 JN0491'RIDGE WHICH HAS PERPENDICULAR SIDES TO NE. AND S.
 JN0491'
 JN0491'STATION REACHED BY HELICOPTER, LANDING ABOUT 100 YARDS E. OF STATION.
 JN0491'STATION CAN BE REACHED BY FOOT TRAVEL BY CLIMBING N. SIDE OF MAIN TOP
 JN0491'AFTER REACHING NARROW RIDGE WHICH RUNS N. FROM MAIN RIDGE.  THIS SPUR
 JN0491'RIDGE SHOULD PROBABLY BE APPROACHED FROM W. AS E. SIDE APPEARS
 JN0491'DIFFICULT TO ASCEND.  THE NEAREST KNOWN ROAD TO THIS APPROACH IS ABOUT
 JN0491'4.0 MI. E. OF STATION AND E. OF WICKIUP BUTTE.  THERE IS A RD. TO
 JN0491'RESERVOIR ABOUT 1.0 MI. S. OF STATION. APPROACH FROM THIS SIDE APPEARS
 JN0491'VERY DIFFICULT.
 JN0491'
 JN0491'STATION MARK - STANDARD TABLET STAMPED ---SADDLE 1952--- CEMENTED IN
 JN0491'SOLID ROCK TOP.
 JN0491'
 JN0491'REFERENCE MARK NO.1 - A 20D SPIKE WITH POINT UP, CEMENTED IN SHALLOW
 JN0491'DRILL HOLE, 31.53 FT. FROM STATION MARK, S 00 DEG 51 MIN W.
 JN0491'
 JN0491'REFERENCE MARK NO.2 - A 20D SPIKE CEMENTED IN SHALLOW
 JN0491'DRILL HOLE IN SOLID ROCK, 22.32 FT. FROM STATION MARK,
 JN0491'N 10 DEG 01 MIN W.
 JN0491
 JN0491                          STATION RECOVERY (2021)
 JN0491
 JN0491'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 JN0491'TO REACH FROM UTAH IH-70, TAKE EXIT 131 SOUTH.  FOLLOW THE FRONTAGE
 JN0491'ROAD WEST AND SOUTHWEST FOR 3.1 MI (5.0 KM).  THEN TURN RIGHT ONTO A
 JN0491'LESSER DIRT ROAD AND GO WEST AND NORTHWEST FOR 2.35 MI (3.78 KM)
 JN0491'PASSING UNDER IH-70.  THEN TAKE THE IMMEDIATE LEFT AND GO 1.4 MI (2.3
 JN0491'KM) TO A FORK, TAKE THE RIGHT FORK AND GO 0.65 MI (1.05 KM).  AT THIS
 JN0491'POINT THE ROAD BECOMES A ROUGH JEEP TRAIL, FOLLOW THE ROUGH JEEP TRAIL
 JN0491'AS IT WINDS AROUND TO THE NORTH SIDE OF THE STATION PEAK ABOUT 1.4 MI
 JN0491'(2.3 KM).  FROM HERE HIKE SOUTH UP A MINOR RIDGE AND THROUGH A
 JN0491'WEAKNESS IN THE RIM ROCK.  THEN HIKE SOUTHEAST ALONG THE TOP TO THE
 JN0491'HIGH POINT AND STATION.  ABOUT A 0.6 MI (1.0 KM) HIKE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0581 ***********************************************************************
 JO0581  DESIGNATION -  SAGE
 JO0581  PID         -  JO0581
 JO0581  STATE/COUNTY-  UT/BEAVER
 JO0581  COUNTRY     -  US
 JO0581  USGS QUAD   -  SAWTOOTH PEAK (2017)
 JO0581
 JO0581                         *CURRENT SURVEY CONTROL
 JO0581  ______________________________________________________________________
 JO0581* NAD 83(1994) POSITION- 38 29 26.35008(N) 113 47 31.56712(W)   ADJUSTED
 JO0581* NAVD 88 ORTHO HEIGHT -  1727.0   (meters)     5666.    (feet) VERTCON3
 JO0581  ______________________________________________________________________
 JO0581  GEOID HEIGHT    -        -21.286 (meters)                     GEOID18
 JO0581  LAPLACE CORR    -         -5.06  (seconds)                    DEFLEC18
 JO0581  HORZ ORDER      -  THIRD
 JO0581
 JO0581.The horizontal coordinates were established by classical geodetic methods
 JO0581.and adjusted by the National Geodetic Survey in November 1997.
 JO0581
 JO0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0581
 JO0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0581.GEOID18 height accuracy estimate available here.
 JO0581
 JO0581.Click photographs - Photos may exist for this station.
 JO0581
 JO0581.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0581
 JO0581. The following values were computed from the NAD 83(1994) position.
 JO0581
 JO0581;                    North         East     Units Scale Factor Converg.
 JO0581;SPC UT S     - 3,204,892.131   300,042.337   MT  1.00002727   -1 24 15.6
 JO0581;SPC UT S     -10,514,716.93    984,388.90   sFT  1.00002727   -1 24 15.6
 JO0581;UTM  12      - 4,263,950.822   256,481.258   MT  1.00033035   -1 44 19.0
 JO0581
 JO0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0581!SPC UT S     -   0.99973244  x   1.00002727  =   0.99975970
 JO0581!UTM  12      -   0.99973244  x   1.00033035  =   1.00006270
 JO0581
 JO0581:                Primary Azimuth Mark                     Grid Az
 JO0581:SPC UT S     -  V 33                                     076 55 31.0
 JO0581:UTM  12      -  V 33                                     077 15 34.4
 JO0581
 JO0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH5648163950(NAD 83)
 JO0581
 JO0581|---------------------------------------------------------------------|
 JO0581| PID    Reference Object                     Distance      Geod. Az  |
 JO0581|                                                           dddmmss.s |
 JO0581| JO0337 V 33                                APPROX.12.7 KM 0753115.4 |
 JO0581|---------------------------------------------------------------------|
 JO0581
 JO0581                          SUPERSEDED SURVEY CONTROL
 JO0581
 JO0581  NAD 83(1986)-  38 29 26.34549(N)    113 47 31.56494(W) AD(       ) 3
 JO0581  NAD 27      -  38 29 26.49627(N)    113 47 28.64235(W) AD(       ) 3
 JO0581  NGVD 29 (07/19/86) 1725.8    (m)         5662.     (f) VERT ANG       
 JO0581
 JO0581.Superseded values are not recommended for survey control.
 JO0581
 JO0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0581.See file dsdata.pdf to determine how the superseded data were derived.
 JO0581
 JO0581_MARKER: DD = SURVEY DISK
 JO0581_SETTING: 66 = SET IN ROCK OUTCROP
 JO0581_STAMPING: SAGE 1958
 JO0581_MARK LOGO: USGS
 JO0581_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0581+STABILITY: POSITION/ELEVATION WELL
 JO0581
 JO0581  HISTORY     - Date     Condition        Report By
 JO0581  HISTORY     - 1958     MONUMENTED       USGS
 JO0581
 JO0581                          STATION DESCRIPTION
 JO0581
 JO0581'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JO0581'LOCATED ABOUT 42.4 MI. W. OF MILFORD, 32.8 MI. SE. OF GARRISON, 7.5
 JO0581'MI. S. OF THE USFS DESERT EXPERIMENTAL FARM, IN THE WHITE SAGE VALLEY.
 JO0581'
 JO0581'TO REACH FROM MILFORD POST OFFICE, DRIVE N. AND W. ALONG STATE HIGHWAY
 JO0581'21 FOR 45.1 MI. (13.1 MI. W. OF THE SUMMIT OF THE WAH WAH MOUNTAINS)
 JO0581'TO CROSSROADS, TURN LEFT FOR 0.3 MI. TO RD. FORKS, TURN RIGHT 1.1 MI.
 JO0581'TO RD. FORKS NEAR OLD WATER TANK, TURN RIGHT 0.4 MI. TO RD. FORKS,
 JO0581'TURN LEFT 2.4 MI. TO 4-WAY RD. FORKS, TAKE SECOND RD. FORK FROM THE
 JO0581'LEFT (LEADING S.) FOR 1.4 MI. TO S. SIDE OF A DRAIN CROSSING.  STATION
 JO0581'IS 95 FT. E. OF RD.
 JO0581'
 JO0581'STATION MARK--STANDARD USGS TABLET, STAMPED ---SAGE 1958---, CEMENTED
 JO0581'IN LARGE ROCK BURIED IN GROUND.
 JO0581'
 JO0581'REFERENCE MARK NO. 1--STANDARD USGS TABLET, STAMPED ---NO 1 1958---,
 JO0581'CEMENTED IN CONCRETE POST.
 JO0581'
 JO0581'REFERENCE MARK NO. 2--A 1/2 IN. IRON ROD, PROJECTING 6 IN. ABOVE
 JO0581'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0825 ***********************************************************************
 HN0825  DESIGNATION -  SAGE
 HN0825  PID         -  HN0825
 HN0825  STATE/COUNTY-  UT/SAN JUAN
 HN0825  COUNTRY     -  US
 HN0825  USGS QUAD   -  BOWDIE CANYON WEST (2017)
 HN0825
 HN0825                         *CURRENT SURVEY CONTROL
 HN0825  ______________________________________________________________________
 HN0825* NAD 83(1994) POSITION- 37 55 52.49410(N) 110 08 17.68124(W)   ADJUSTED
 HN0825* NAVD 88 ORTHO HEIGHT -  1883.4   (meters)     6179.    (feet) VERTCON3
 HN0825  ______________________________________________________________________
 HN0825  GEOID HEIGHT    -        -20.232 (meters)                     GEOID18
 HN0825  LAPLACE CORR    -          9.21  (seconds)                    DEFLEC18
 HN0825  HORZ ORDER      -  SECOND
 HN0825
 HN0825.The horizontal coordinates were established by classical geodetic methods
 HN0825.and adjusted by the National Geodetic Survey in November 1997.
 HN0825
 HN0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0825
 HN0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0825.GEOID18 height accuracy estimate available here.
 HN0825
 HN0825.Click photographs - Photos may exist for this station.
 HN0825
 HN0825.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0825
 HN0825. The following values were computed from the NAD 83(1994) position.
 HN0825
 HN0825;                    North         East     Units Scale Factor Converg.
 HN0825;SPC UT S     - 3,141,219.987   619,708.221   MT  0.99995458   +0 50 03.6
 HN0825;SPC UT S     -10,305,819.24  2,033,159.39   sFT  0.99995458   +0 50 03.6
 HN0825;UTM  12      - 4,198,537.032   575,731.090   MT  0.99967064   +0 31 47.1
 HN0825
 HN0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0825!SPC UT S     -   0.99970773  x   0.99995458  =   0.99966232
 HN0825!UTM  12      -   0.99970773  x   0.99967064  =   0.99937847
 HN0825
 HN0825:                Primary Azimuth Mark                     Grid Az
 HN0825:SPC UT S     -  ET U 187                                 258 28 19.9
 HN0825:UTM  12      -  ET U 187                                 258 46 36.4
 HN0825
 HN0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG7573198537(NAD 83)
 HN0825
 HN0825|---------------------------------------------------------------------|
 HN0825| PID    Reference Object                     Distance      Geod. Az  |
 HN0825|                                                           dddmmss.s |
 HN0825| HN0830 ET U 187                            APPROX. 6.2 KM 2591823.5 |
 HN0825|---------------------------------------------------------------------|
 HN0825
 HN0825                          SUPERSEDED SURVEY CONTROL
 HN0825
 HN0825  NAD 83(1986)-  37 55 52.48704(N)    110 08 17.68171(W) AD(       ) 2
 HN0825  NAD 27      -  37 55 52.52992(N)    110 08 15.19633(W) AD(       ) 2
 HN0825  NGVD 29 (07/19/86) 1882.3    (m)         6176.     (f) VERT ANG       
 HN0825
 HN0825.Superseded values are not recommended for survey control.
 HN0825
 HN0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0825.See file dsdata.pdf to determine how the superseded data were derived.
 HN0825
 HN0825_MARKER: DD = SURVEY DISK
 HN0825_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0825_STAMPING: SAGE 1952
 HN0825_MARK LOGO: USGS
 HN0825_MAGNETIC: P = MARKER IS A STEEL PIPE
 HN0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0825
 HN0825  HISTORY     - Date     Condition        Report By
 HN0825  HISTORY     - 1952     MONUMENTED       USGS
 HN0825  HISTORY     - 1959     POOR             USGS
 HN0825  HISTORY     - 1963     POOR             USGS
 HN0825
 HN0825                          STATION DESCRIPTION
 HN0825
 HN0825'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HN0825'LOCATED ABOUT 9.0 MI. NE. OF MILLE CRAG BEND IN THE COLORADO
 HN0825'RIVER, 4.0 MI. NE. OF THE JCT. OF THE COLORADO RIVER AND DARK
 HN0825'CANYON AND 3.0 MI. E. OF THE JCT. OF COVE CANYON AND COLORADO
 HN0825'RIVER, ON A SAGE AND CEDAR-COVERED FLAT.
 HN0825'
 HN0825'STATION REACHED BY HELICOPTER.
 HN0825'
 HN0825'STATION MARK--STANDARD TABLET STAMPED SAGE 1952 IN 1/2-INCH
 HN0825'PIPE DRIVEN SOLID.
 HN0825'
 HN0825'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN TREE, 24.5
 HN0825'FT. FROM STATION MARK S 37 DEG 53 MIN W.
 HN0825'
 HN0825'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN TREE, 24.5 FT.
 HN0825'FROM STATION MARK N 64 DEG 32 MIN W.
 HN0825
 HN0825                          STATION RECOVERY (1959)
 HN0825
 HN0825'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HN0825'RECOVERED WITH FOLLOWING NOTE -- STATION HAS BEEN
 HN0825'DISTURBED AND TABLET IS LOOSE IN THE IRON PIPE, BUT THE PIPE IS
 HN0825'STILL SOLID.
 HN0825'
 HN0825'STATION MARK--STANDARD TABLET, STAMPED ---SAGE 1952---, IN A 1/2 IN.
 HN0825'PIPE DRIVEN SOLID.
 HN0825
 HN0825                          STATION RECOVERY (1963)
 HN0825
 HN0825'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 HN0825'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0511 ***********************************************************************
 KN0511  DESIGNATION -  SAGE
 KN0511  PID         -  KN0511
 KN0511  STATE/COUNTY-  UT/CARBON
 KN0511  COUNTRY     -  US
 KN0511  USGS QUAD   -  PINE CANYON (2017)
 KN0511
 KN0511                         *CURRENT SURVEY CONTROL
 KN0511  ______________________________________________________________________
 KN0511* NAD 83(1994) POSITION- 39 41 51.62142(N) 110 35 11.41576(W)   ADJUSTED
 KN0511* NAVD 88 ORTHO HEIGHT -  2439.    (meters)     8002.    (feet) SCALED
 KN0511  ______________________________________________________________________
 KN0511  GEOID HEIGHT    -        -16.592 (meters)                     GEOID18
 KN0511  LAPLACE CORR    -          6.21  (seconds)                    DEFLEC18
 KN0511  HORZ ORDER      -  SECOND
 KN0511
 KN0511.The horizontal coordinates were established by classical geodetic methods
 KN0511.and adjusted by the National Geodetic Survey in November 1997.
 KN0511
 KN0511.The orthometric height was scaled from a topographic map.
 KN0511
 KN0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0511.GEOID18 height accuracy estimate available here.
 KN0511
 KN0511.Click photographs - Photos may exist for this station.
 KN0511
 KN0511.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0511
 KN0511. The following values were computed from the NAD 83(1994) position.
 KN0511
 KN0511;                    North         East     Units Scale Factor Converg.
 KN0511;SPC UT C     - 2,151,866.820   578,340.780   MT  0.99990168   +0 35 06.6
 KN0511;SPC UT C     - 7,059,916.39  1,897,439.71   sFT  0.99990168   +0 35 06.6
 KN0511;UTM  12      - 4,394,284.423   535,451.086   MT  0.99961547   +0 15 50.8
 KN0511
 KN0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0511!SPC UT C     -   0.99962007  x   0.99990168  =   0.99952179
 KN0511!UTM  12      -   0.99962007  x   0.99961547  =   0.99923569
 KN0511
 KN0511:                Primary Azimuth Mark                     Grid Az
 KN0511:SPC UT C     -  SAGE AZ MK                               213 13 00.9
 KN0511:UTM  12      -  SAGE AZ MK                               213 32 16.7
 KN0511
 KN0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ3545194284(NAD 83)
 KN0511
 KN0511|---------------------------------------------------------------------|
 KN0511| PID    Reference Object                     Distance      Geod. Az  |
 KN0511|                                                           dddmmss.s |
 KN0511| CM7085 SAGE RM 1                             6.517 METERS 11201     |
 KN0511| CM7084 SAGE AZ MK                                         2134807.5 |
 KN0511| CM7086 SAGE RM 2                            12.228 METERS 23001     |
 KN0511|---------------------------------------------------------------------|
 KN0511
 KN0511                          SUPERSEDED SURVEY CONTROL
 KN0511
 KN0511  NAD 83(1993)-  39 41 51.61583(N)    110 35 11.40940(W) AD(       ) 2
 KN0511  NAD 83(1986)-  39 41 51.60860(N)    110 35 11.40741(W) AD(       ) 2
 KN0511  NAD 27      -  39 41 51.74100(N)    110 35 08.82200(W) AD(       ) 2
 KN0511
 KN0511.Superseded values are not recommended for survey control.
 KN0511
 KN0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0511.See file dsdata.pdf to determine how the superseded data were derived.
 KN0511
 KN0511_MARKER: DS = TRIANGULATION STATION DISK
 KN0511_SETTING: 80 = SET IN A BOULDER
 KN0511
 KN0511  HISTORY     - Date     Condition        Report By
 KN0511  HISTORY     - 1937     MONUMENTED       CGS
 KN0511
 KN0511                          STATION DESCRIPTION
 KN0511
 KN0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KN0511'STATION IS ABOUT 12 MILES ENE FROM PRICE, UTAH.  ABOUT 14.0
 KN0511'MILES NW FROM SUNNYSIDE, UTAH.  ABOUT 1.0 MILE E OF NINE-MILE
 KN0511'PASS, WHICH IS ON THE COUNTRY ROAD TO MYTON AND VERNAL.  ON
 KN0511'THE DIVIDE BETWEEN PRICE RIVER AND NINE-MILE BRANCH OF MINNIE
 KN0511'MAUD CREEK.  IT IS ON THE HIGHEST POINT OF THE FLAT-TOPPED N END
 KN0511'OF THE RIDGE ON THE E SIDE OF SOLDIER CANYON.  THE LOCATION
 KN0511'IS ON A SAGE-BRUSH COVERED PART OF THE HILL, AND THERE IS LOW
 KN0511'BRUSH TO THE N OF THE STATION.  A PROMINENT KNOB AT THE S
 KN0511'END OF THE RIDGE IS CONNECTED WITH THE PART OF THE RIDGE AT
 KN0511'THE STATION BY A SADDLE OF ALMOST THE SAME ELEVATION.
 KN0511'
 KN0511'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 KN0511'DISKS WEDGED IN DRILL HOLES IN BOULDERS SET FLUSH WITH GROUND.
 KN0511'
 KN0511'REFERENCE MARK NO. 1 LIES 21.38 FEET ESE FROM THE STATION AND
 KN0511'ABOUT THE SAME ELEVATION.  IT IS IN AN OUTCROP BOULDER ABOUT
 KN0511'1 FOOT SQUARE AND FLUSH WITH THE GROUND.
 KN0511'
 KN0511'REFERENCE MARK NO. 2 LIES 40.17 FEET SW FROM THE STATION AND
 KN0511'IS ABOUT 2 FEET LOWER.  IT IS IN AN OUTCROP BOULDER ABOUT 1
 KN0511'FOOT SQUARE AND FLUSH WITH THE GROUND.
 KN0511'
 KN0511'AZIMUTH MARK IS ABOUT 1/4 MILE SW FROM THE STATION ON THE
 KN0511'KNOB AT THE S END OF THE RIDGE.  IT IS ABOUT 100 FEET NW FROM
 KN0511'THE HIGHEST PART OF THE KNOB AND ABOUT 10 FEET LOWER.  IT IS
 KN0511'IN AN OUTCROP BOULDER.
 KN0511'
 KN0511'TO REACH FROM PRICE, UTAH, FROM THE L.D.S. TABERNACLE GO SE
 KN0511'ON U.S. HIGHWAY 50 FOR 6.0 MILES TO THE SCHOOL AT WELLINGTON.
 KN0511'CONTINUE ALONG HIGHWAY 50 FOR 3.5 MILES TO HIGHWAY U 53 ON
 KN0511'THE LEFT AND SIGNS AT RIGHT MYTON 70 MI AND VERNAL 101 MI.
 KN0511'TURN LEFT (N) ON HIGHWAY 53 AND FOLLOW MAIN-TRAVELED ROAD 11.7
 KN0511'MILES TO COAL MINE AND BUILDINGS.  CONTINUE ON MAIN-TRAVELED
 KN0511'ROAD UP CANYON 1.6 MILES TO ROAD RIGHT.  TURN RIGHT, CROSS
 KN0511'CREEK, AND FOLLOW DUGWAY ROAD 0.25 MILE TO FORK.  TAKE RIGHT
 KN0511'FORK, CROSS POLE BRIDGE, AND FOLLOW DUGWAY ROAD UP-AND-DOWN
 KN0511'HILL 2.0 MILES TO SAW MILL, AND END OF ROAD.  PACK UP RIDGE
 KN0511'TO BALD SHOULDER ABOUT 1/4 MILE SW.  THEN S AND SE UP TO BALD
 KN0511'TOP OF FIRST PEAK.  THEN SE DOWN HILL AND ACROSS A NARROW
 KN0511'SADDLE TO RIDGE SE THAT IS BRUSH-COVERED AT N END AND
 KN0511'TERMINATES IN A SMALL KNOB AT THE S END.  FOLLOW STOCK TRAIL UP
 KN0511'TO THE HIGHEST PART OF N END OF RIDGE.  STATION IS NOT
 KN0511'VISIBLE UNTIL CLOSE BY.  WITH ROADS IN GOOD CONDITION, IT IS
 KN0511'ABOUT A ONE-HOUR DRIVE, FROM PRICE, AND THE PACK TAKES ABOUT 1
 KN0511'1/4 HOURS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0775 ***********************************************************************
 LO0775  DESIGNATION -  SALEM
 LO0775  PID         -  LO0775
 LO0775  STATE/COUNTY-  UT/UTAH
 LO0775  COUNTRY     -  US
 LO0775  USGS QUAD   -  SPANISH FORK PEAK (2017)
 LO0775
 LO0775                         *CURRENT SURVEY CONTROL
 LO0775  ______________________________________________________________________
 LO0775* NAD 83(1994) POSITION- 40 02 16.94635(N) 111 35 59.23910(W)   ADJUSTED
 LO0775* NAVD 88 ORTHO HEIGHT -  2667.0   (meters)     8750.    (feet) VERTCON3
 LO0775  ______________________________________________________________________
 LO0775  GEOID HEIGHT    -        -16.801 (meters)                     GEOID18
 LO0775  LAPLACE CORR    -         12.80  (seconds)                    DEFLEC18
 LO0775  HORZ ORDER      -  FIRST
 LO0775
 LO0775.The horizontal coordinates were established by classical geodetic methods
 LO0775.and adjusted by the National Geodetic Survey in November 1997.
 LO0775
 LO0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0775
 LO0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0775.GEOID18 height accuracy estimate available here.
 LO0775
 LO0775.Click photographs - Photos may exist for this station.
 LO0775
 LO0775.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0775
 LO0775. The following values were computed from the NAD 83(1994) position.
 LO0775
 LO0775;                    North         East     Units Scale Factor Converg.
 LO0775;SPC UT C     - 2,189,259.531   491,484.204   MT  0.99990508   -0 03 50.1
 LO0775;SPC UT C     - 7,182,595.64  1,612,477.76   sFT  0.99990508   -0 03 50.1
 LO0775;UTM  12      - 4,432,151.669   448,830.480   MT  0.99963223   -0 23 09.1
 LO0775
 LO0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0775!SPC UT C     -   0.99958442  x   0.99990508  =   0.99948954
 LO0775!UTM  12      -   0.99958442  x   0.99963223  =   0.99921680
 LO0775
 LO0775:                Primary Azimuth Mark                     Grid Az
 LO0775:SPC UT C     -  SALEM AZ MK                              266 54 37.3
 LO0775:UTM  12      -  SALEM AZ MK                              267 13 56.3
 LO0775
 LO0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4883032151(NAD 83)
 LO0775
 LO0775|---------------------------------------------------------------------|
 LO0775| PID    Reference Object                     Distance      Geod. Az  |
 LO0775|                                                           dddmmss.s |
 LO0775| CM5933 SALEM RM 1                            7.163 METERS 17742     |
 LO0775| LO0776 SALEM MTN MTN ST TT MICROWAVE       APPROX. 2.5 KM 2105437.0 |
 LO0775| CM5932 SALEM AZ MK                                        2665047.2 |
 LO0775| LO0792 WEST MTN ATT MICROWAVE MAST         APPROX.19.8 KM 2864157.8 |
 LO0775| CM5934 SALEM RM 2                           19.248 METERS 29647     |
 LO0775|---------------------------------------------------------------------|
 LO0775
 LO0775                          SUPERSEDED SURVEY CONTROL
 LO0775
 LO0775  NAD 83(1993)-  40 02 16.94588(N)    111 35 59.23800(W) AD(       ) 1
 LO0775  NAD 83(1986)-  40 02 16.93521(N)    111 35 59.23434(W) AD(       ) 1
 LO0775  NAD 27      -  40 02 17.09600(N)    111 35 56.52600(W) AD(       ) 1
 LO0775  NGVD 29 (07/19/86) 2665.8    (m)         8746.     (f) VERT ANG       
 LO0775
 LO0775.Superseded values are not recommended for survey control.
 LO0775
 LO0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0775.See file dsdata.pdf to determine how the superseded data were derived.
 LO0775
 LO0775_MARKER: DS = TRIANGULATION STATION DISK
 LO0775_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0775_STAMPING: SALEM 1947
 LO0775_MARK LOGO: CGS
 LO0775_MAGNETIC: P = MARKER IS A STEEL PIPE
 LO0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0775
 LO0775  HISTORY     - Date     Condition        Report By
 LO0775  HISTORY     - 1947     MONUMENTED       CGS
 LO0775  HISTORY     - 1963     GOOD             CGS
 LO0775  HISTORY     - 1974     GOOD             NGS
 LO0775
 LO0775                          STATION DESCRIPTION
 LO0775
 LO0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LO0775'STATION IS LOCATED ON SUMMIT OF A HIGH, BARE, ROCKY PEAK, WHICH
 LO0775'IS THE FURTHEST EAST OF A NUMBER OF PEAKS ON A EAST-WEST RIDGE,
 LO0775'APPROXIMATELY 8 MILES AIRLINE EAST OF PAYSON, 6 MILES AIRLINE
 LO0775'SOUTHEAST OF SPANISH FORK, 5 MILES AIRLINE EAST OF SALEM,
 LO0775'APPROXIMATELY 70 FEET SOUTHEAST OF HIGHEST POINT OF PEAK, WELDED
 LO0775'IN THE TOP OF A 2 INCH IRON PIPE SET IN GROUND AND PROJECTING
 LO0775'APPROXIMATELY 8 INCHES, STAMPED--SALEM 1947
 LO0775'
 LO0775'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN STATION,
 LO0775'WELDED IN TOP OF A 2 INCH IRON PIPE SET IN GROUND AND PROJECTING
 LO0775'APPROXIMATELY 1 FOOT, STAMPED--SALEM NO 1 1947.
 LO0775'
 LO0775'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET HIGHER THAN STATION,
 LO0775'WELDED IN TOP OF A 2 INCH IRON PIPE SET IN GROUND AND PROJECTING
 LO0775'APPROXIMATELY 10 INCHES, STAMPED--SALEM NO 2 1947.
 LO0775'
 LO0775'AZIMUTH MARK IS ON FIRST POINT TO WEST-SOUTHWEST AND APPROXIMATELY
 LO0775'10 FEET SOUTH OF THE HIGHEST PART OF THIS POINT, SET FLUSH WITH
 LO0775'GROUND, AND STAMPED--SALEM 1947.
 LO0775'
 LO0775'TO REACH FROM POST OFFICE IN SALEM, GO SOUTH FOR 0.05 MILE TO
 LO0775'CROSSROADS.  TURN LEFT, EAST, AND GO 0.5 MILE TO T INTERSECTION.
 LO0775'TURN LEFT AND GO 0.05 MILE TO T INTERSECTION.  TURN RIGHT AND GO
 LO0775'0.9 MILE TO T INTERSECTION.  TURN RIGHT AND GO 0.25 MILE TO T
 LO0775'INTERSECTION.  TURN LEFT AND GO 0.35 MILE TO CROSSROADS, JUST
 LO0775'BEFORE CROSSING CANAL.  TURN SHARP LEFT AND FOLLOW ALONG CANAL
 LO0775'FOR 1.0 MILE TO ROAD RIGHT.  TURN RIGHT, CROSS CANAL AND GO
 LO0775'0.45 MILE ON MAIN ROAD TO GATE.  PASS THROUGH AND CONTINUE ON
 LO0775'ROAD PASSING HOUSE ON RIGHT (ROAD TURNS SHARP LEFT UP HILL
 LO0775'JUST AFTER PASSING HOUSE) FOR 0.2 MILE TO REVERSE Y.  TURN
 LO0775'SHARP RIGHT AND GO 0.15 MILE TO ROAD LEFT.  CONTINUE STRAIGHT
 LO0775'AHEAD UP STEEP, WINDING ROAD FOR 1.2 MILE TO WHERE ROAD DROPS
 LO0775'OVER TO SOUTH SIDE OF HILL.  THIS IS END OF TRUCK TRAVEL.
 LO0775'FROM HERE PACK EAST UP STEEP SLOPE, KEEPING ON HOGBACK TO
 LO0775'POINT JUST WEST OF SMALL SADDLE.  (AZIMUTH MARK IS AT
 LO0775'THIS POINT AS DESCRIBED ABOVE).  PACK ACROSS SADDLE AND UP
 LO0775'SLOPE TO HIGHEST POINT AND STATION SITE.  A THREE-HOUR
 LO0775'PACK.
 LO0775
 LO0775                          STATION RECOVERY (1963)
 LO0775
 LO0775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 LO0775'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 LO0775'WERE RECOVERED IN GOOD CONDITION.  DUE TO ROAD CHANGES A NEW
 LO0775'COMPLETE DESCRIPTION FOLLOWS.
 LO0775'
 LO0775'THE STATION IS ON A BARE TOPPED HILL, ABOUT 7 MILES EAST OF
 LO0775'PAYSON, 5-1/2 MILES SOUTHEAST OF SPANISH FORK AND 3-3/4 MILES
 LO0775'EAST-SOUTHEAST OF SALEM.
 LO0775'
 LO0775'TO REACH THE STATION FROM THE POST OFFICE IN SPANISH FORK, GO
 LO0775'SOUTH ON U.S. HIGHWAY 91 FOR 3.0 MILES TO A SIDE ROAD LEFT,
 LO0775'JUST AFTER PASSING A JUNK YARD AND RADIO TOWER ON THE RIGHT.
 LO0775'TURN LEFT AND GO EAST ON MACADAM ROAD FOR 1.0 MILE TO A SIDE
 LO0775'ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON MACADAM ROAD FOR 1.05
 LO0775'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO EASTERLY ON
 LO0775'MACADAM ROAD FOR 0.8 MILE TO A FORK AT THE END OF THE PAVEMENT.
 LO0775'TAKE THE RIGHT FORK, GRAVELED ROAD FOR 0.1 MILE TO A SIDE ROAD
 LO0775'LEFT.  TURN LEFT, CROSSING OVER A BRIDGE AND FOLLOW THE MAIN
 LO0775'ROAD FOR 0.3 MILE TO A 3-WAY FORK AND A SIGN SUPERINTENDENTS
 LO0775'HOME.  TAKE EXTREME RIGHT FORK AS PER SIGN, FOR 0.3 MILE TO
 LO0775'THE SUPERINTENDENTS HOME ON THE RIGHT.  (A KEY TO THE
 LO0775'LOCKED GATE CAN BE OBTAINED HERE.) CONTINUE AHEAD FOR 0.05
 LO0775'MILE.  TURN SHARP LEFT, PASSING TO THE LEFT OF A GARAGE FOR
 LO0775'0.1 MILE TO A REVERSE FORK.  TURN SHARP RIGHT FOR 0.15 MILE TO
 LO0775'A SIDE ROAD LEFT AND A GATE STRAIGHT AHEAD.  PASS THROUGH
 LO0775'GATE AND CONTINUE UP SWITCH BACK ROAD 0.25 MILE TO A FORK.
 LO0775'TAKE THE RIGHT FORK AND CONTINUE UP HILL FOR 0.95 MILE TO A
 LO0775'SMALL SADDLE.  CONTINUE UP THE CANYON ON SWITCH BACK ROAD FOR
 LO0775'2.3 MILES TO A BULLDOZED ROAD LEFT, UP A SMALL DRAINAGE AND
 LO0775'THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTHERLY UP STEEP
 LO0775'HILL FOR ABOUT A 1/2 MILE TO THE TOP OF A RIDGE, THEN TURN
 LO0775'LEFT AND PACK WESTERLY, THROUGH ASPEN TREES AND UP STEEP
 LO0775'HILL FOR ABOUT 1 MILE TO THE HIGHEST POINT AND THE STATION.
 LO0775'IT IS ABOUT A 2 HOUR PACK.  TO REACH THE AZIMUTH MARK PACK
 LO0775'WESTERLY FOR ABOUT 0.2 MILE TO THE NEXT POINT AND THE MARK.
 LO0775'
 LO0775'STATION MARK IS A STANDARD DISK, STAMPED SALEM 1947, BRAZED TO
 LO0775'THE TOP OF A 2-1/2 INCH IRON PIPE PROJECTING 10 INCHES.  IT IS 63
 LO0775'FEET EAST OF THE HIGHEST POINT OF THE HILL.
 LO0775'
 LO0775'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SALEM NO 1 1947,
 LO0775'BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE PROJECTING 18 INCHES.
 LO0775'IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 LO0775'
 LO0775'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SALEM NO 2 1947,
 LO0775'BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE PROJECTING 15 INCHES.
 LO0775'IT IS ABOUT 2 FEET HIGHER THAN THE STATION.
 LO0775'
 LO0775'AZIMUTH MARK IS A STANDARD DISK, STAMPED SALEM 1947, CEMENTED
 LO0775'IN A DRILL HOLE IN A 3 X 4 FOOT ROCK OUTCROP FLUSH WITH THE
 LO0775'GROUND SURFACE.  IT IS ABOUT 10 FEET LOWER THAN THE HIGHEST POINT
 LO0775'OF THE HILL.
 LO0775
 LO0775                          STATION RECOVERY (1974)
 LO0775
 LO0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LO0775'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 LO0775'CONDITION.  MEASUREMENTS TO THE MARKS CONFIRMED PREVIOUS
 LO0775'DATA.  STATION WAS OCCUPIED BY LIGHTKEEPER ONLY AND NO ANGLES WERE
 LO0775'OBSERVED.  THE AZIMUTH MARK WAS NOT VISITED.  A COMPLETE
 LO0775'DESCRIPTION FOLLOWS.
 LO0775'
 LO0775'THE STATION IS LOCATED 7.5 MILES EAST OF PAYSON, 5.5 MILES
 LO0775'SOUTHEAST OF SPANISH FORK, 5.5 MILES WEST-NORTHWEST OF THISTLE AND
 LO0775'3.7 MILES EAST-SOUTHEAST OF SALEM.  IT IS ON A ROCKY, GRASSY,
 LO0775'BARE-TOPPED PEAK WITH BRUSH AND ASPEN TREES ON ITS LOWER SLOPES.
 LO0775'IT APPEARS FROM THE WEST AS THE SECOND HIGH POINT SOUTH OF SPANISH
 LO0775'FORK CANYON.  THE PROPERTY IS CONTROLLED BY THE U.S. BUREAU OF LAND
 LO0775'MANAGEMENT AND LEASED BY MR. QUAYLE DIXON WHOSE PHONE NUMBER
 LO0775'IS 801-798-3450.
 LO0775'
 LO0775'TO REACH FROM THE POST OFFICE IN SALEM GO NORTH 1/2 BLOCK TO A
 LO0775'CROSS STREET.  TURN RIGHT AND GO EAST 0.5 MILE TO
 LO0775'T-INTERSECTION.  TURN RIGHT AND GO SOUTH 0.1 MILE TO SIDE ROAD
 LO0775'LEFT, 9800 SOUTH STREET.  TURN LEFT AND GO EAST ON 9800 SOUTH FOR
 LO0775'0.9 MILE TO T-INTERSECTION AT 400 EAST STREET.  TURN LEFT AND GO
 LO0775'NORTH ON 400 EAST 0.2 MILE TO SIDE ROAD RIGHT.  TURN RIGHT AND GO
 LO0775'EAST 0.75 MILE TO GRAVEL ROAD ON RIGHT.  TURN RIGHT AND GO
 LO0775'SOUTHWEST ALONG NORTH SIDE OF IRRIGATION CANAL .05 MILE TO
 LO0775'LOCKED GATE AND BRIDGE OVER CANAL.  TURN LEFT, CROSS BRIDGE,
 LO0775'AND GO SOUTH UPHILL 0.2 MILE TO CARETAKERS TRAILER ON LEFT.  HE
 LO0775'CAN OPEN LOCKED GATE.  CONTINUE SOUTH 0.2 MILE TO DIAGONAL
 LO0775'CROSSROAD.  JOG RIGHT, SOUTHWEST, ON CROSSROAD THEN LEFT,
 LO0775'SOUTH, UPHILL 0.2 MILE TO ANOTHER DIAGONAL CROSSROAD.
 LO0775'CONTINUE ACROSS SOUTH THEN EAST UP MAIN MOUNTAIN BULLDOZED
 LO0775'ROAD WITH VARIOUS SWITCHBACKS, AVOIDING SIDE FORKS DOWN TO SEVERAL
 LO0775'MINES, FOR 2.2 MILES TO OLD MINE SHAFT ON LEFT.  CONTINUE
 LO0775'EASTERLY, UPHILL, 1.5 MILES TO REVERSE FORK ON LEFT.  THIS WAS END
 LO0775'OF TRUCK TRAVEL IN 1963.  CONTINUE UPHILL 0.4 MILE TO CREST OF RIDGE
 LO0775'AT SADDLE.  PACK NORTH ON RIDGE ON DIM GAME TRAILS TO MAIN EAST
 LO0775'RIDGE TO SUMMIT.  TURN LEFT AND CLIMB WEST-NORTHWEST IN BRUSH AND
 LO0775'ASPEN TREES ABOUT 1 MILE TO BARE SUMMIT AND STATION.  AZIMUTH
 LO0775'MARK IS ON NEXT HIGH POINT WEST 0.2 MILE.  PACKING TIME ABOUT 2
 LO0775'HOURS.
 LO0775'
 LO0775'THE STATION MARK IS A STANDARD DISK STAMPED SALEM 1947 BRAZED TO
 LO0775'THE TOP OF A 2-INCH IRON PIPE PROJECTING 10 INCHES ABOVE GROUND.  IT
 LO0775'IS 63 FEET EAST OF THE HIGHEST POINT ON THE SUMMIT AND 3 FEET WEST
 LO0775'OF A 3-FOOT CAIRN.
 LO0775'
 LO0775'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SALEM NO 1 1947 BRAZED
 LO0775'TO THE TOP OF A 2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE GROUND.  IT
 LO0775'IS ABOUT 2 FEET LOWER THAN THE STATION.
 LO0775'
 LO0775'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SALEM NO 2 1947 BRAZED
 LO0775'TO THE TOP OF A 2-INCH PIPE PROJECTING 1 FOOT ABOVE GROUND.  IT IS
 LO0775'ON THE HIGHEST POINT OF THE SUMMIT AND ABOUT 2 FEET HIGHER THAN THE
 LO0775'STATION.
 LO0775'
 LO0775'HEIGHT OF LIGHT ABOVE STATION MARK 2.9 FEET.
 LO0775'
 LO0775'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO0775'3.7 MILES EAST OF SALEM.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0776 ***********************************************************************
 LO0776  DESIGNATION -  SALEM MTN MTN ST TT MICROWAVE
 LO0776  PID         -  LO0776
 LO0776  STATE/COUNTY-  UT/UTAH
 LO0776  COUNTRY     -  US
 LO0776  USGS QUAD   -  SPANISH FORK PEAK (2017)
 LO0776
 LO0776                         *CURRENT SURVEY CONTROL
 LO0776  ______________________________________________________________________
 LO0776* NAD 83(1994) POSITION- 40 01 08.17888(N) 111 36 52.78763(W)   ADJUSTED
 LO0776  ______________________________________________________________________
 LO0776  GEOID HEIGHT    -        -16.795 (meters)                     GEOID18
 LO0776  LAPLACE CORR    -         26.43  (seconds)                    DEFLEC18
 LO0776  HORZ ORDER      -  THIRD
 LO0776
 LO0776.The horizontal coordinates were established by classical geodetic methods
 LO0776.and adjusted by the National Geodetic Survey in November 1997.
 LO0776
 LO0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0776.GEOID18 height accuracy estimate available here.
 LO0776
 LO0776.Click photographs - Photos may exist for this station.
 LO0776
 LO0776.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0776
 LO0776. The following values were computed from the NAD 83(1994) position.
 LO0776
 LO0776;                    North         East     Units Scale Factor Converg.
 LO0776;SPC UT C     - 2,187,140.255   490,212.113   MT  0.99990396   -0 04 24.4
 LO0776;SPC UT C     - 7,175,642.65  1,608,304.24   sFT  0.99990396   -0 04 24.4
 LO0776;UTM  12      - 4,430,040.146   447,546.853   MT  0.99963387   -0 23 42.9
 LO0776
 LO0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4754630040(NAD 83)
 LO0776
 LO0776                          SUPERSEDED SURVEY CONTROL
 LO0776
 LO0776  NAD 83(1993)-  40 01 08.17916(N)    111 36 52.78802(W) AD(       ) 3
 LO0776  NAD 83(1986)-  40 01 08.17022(N)    111 36 52.78817(W) AD(       ) 3
 LO0776  NAD 27      -  40 01 08.32800(N)    111 36 50.07900(W) AD(       ) 3
 LO0776
 LO0776.Superseded values are not recommended for survey control.
 LO0776
 LO0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0776.See file dsdata.pdf to determine how the superseded data were derived.
 LO0776
 LO0776_MARKER: 44 = MICROWAVE MAST
 LO0776
 LO0776  HISTORY     - Date     Condition        Report By
 LO0776  HISTORY     - 1963     FIRST OBSERVED   CGS
 LO0776
 LO0776                          STATION DESCRIPTION
 LO0776
 LO0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 LO0776'THE STATION IS THE TOP CENTER OF THE MICRO-WAVE TOWER, THAT
 LO0776'IS MADE OF STRUCTURAL STEEL WITH FOUR FANS ON TOP AND HAS AN
 LO0776'OVERALL HEIGHT OF 35 FEET.  IT IS ON THE HIGHEST POINT OF SALEM
 LO0776'MOUNTAIN, ABOUT 6-1/2 MILES EAST-SOUTHEAST OF PAYSON AND 4
 LO0776'MILES SOUTHEAST OF SALEM.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0483 ***********************************************************************
 KN0483  CBN         -  This is a Cooperative Base Network Control Station.
 KN0483  DESIGNATION -  SALERATUS
 KN0483  PID         -  KN0483
 KN0483  STATE/COUNTY-  UT/EMERY
 KN0483  COUNTRY     -  US
 KN0483  USGS QUAD   -  DESERT (2017)
 KN0483
 KN0483                         *CURRENT SURVEY CONTROL
 KN0483  ______________________________________________________________________
 KN0483* NAD 83(2011) POSITION- 39 01 58.18023(N) 110 18 20.76610(W)   ADJUSTED
 KN0483* NAD 83(2011) ELLIP HT-  1328.825 (meters)        (06/27/12)   ADJUSTED
 KN0483* NAD 83(2011) EPOCH   -  2010.00
 KN0483* NAVD 88 ORTHO HEIGHT -  1348.6   (meters)     4425.    (feet) GPS OBS
 KN0483  ______________________________________________________________________
 KN0483  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KN0483  GEOID HEIGHT    -         -19.57 (meters)                     GEOID93
 KN0483  GEOID HEIGHT    -        -19.720 (meters)                     GEOID18
 KN0483  NAD 83(2011) X  - -1,721,985.865 (meters)                     COMP
 KN0483  NAD 83(2011) Y  - -4,653,692.739 (meters)                     COMP
 KN0483  NAD 83(2011) Z  -  3,995,985.451 (meters)                     COMP
 KN0483  LAPLACE CORR    -         -5.09  (seconds)                    DEFLEC18
 KN0483
 KN0483  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KN0483  Standards:
 KN0483         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KN0483            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KN0483  -------------------------------------------------------------------
 KN0483  NETWORK    1.28   2.18           0.60   0.40   1.11     -0.13917735
 KN0483  -------------------------------------------------------------------
 KN0483  Click here for local accuracies and other accuracy information.
 KN0483
 KN0483.The horizontal coordinates were established by GPS observations
 KN0483.and adjusted by the National Geodetic Survey in June 2012.
 KN0483
 KN0483.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KN0483.been affixed to the stable North American tectonic plate. See 
 KN0483.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KN0483
 KN0483.The horizontal coordinates are valid at the epoch date displayed above
 KN0483.which is a decimal equivalence of Year/Month/Day.
 KN0483
 KN0483.The orthometric height was determined by GPS observations and a
 KN0483.high-resolution geoid model.
 KN0483
 KN0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0483.GEOID18 height accuracy estimate available here.
 KN0483
 KN0483.Click photographs - Photos may exist for this station.
 KN0483
 KN0483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KN0483
 KN0483.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0483
 KN0483.The ellipsoidal height was determined by GPS observations
 KN0483.and is referenced to NAD 83.
 KN0483
 KN0483. The following values were computed from the NAD 83(2011) position.
 KN0483
 KN0483;                    North         East     Units Scale Factor Converg.
 KN0483;SPC UT C     - 2,078,348.957   603,400.691   MT  0.99999605   +0 45 54.0
 KN0483;SPC UT C     - 6,818,716.54  1,979,657.10   sFT  0.99999605   +0 45 54.0
 KN0483;UTM  12      - 4,320,648.792   560,087.254   MT  0.99964446   +0 26 14.0
 KN0483
 KN0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0483!SPC UT C     -   0.99979156  x   0.99999605  =   0.99978761
 KN0483!UTM  12      -   0.99979156  x   0.99964446  =   0.99943609
 KN0483
 KN0483:                Primary Azimuth Mark                     Grid Az
 KN0483:SPC UT C     -  A 39                                     137 50 43.1
 KN0483:UTM  12      -  A 39                                     138 10 23.1
 KN0483
 KN0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ6008720648(NAD 83)
 KN0483
 KN0483|---------------------------------------------------------------------|
 KN0483| PID    Reference Object                     Distance      Geod. Az  |
 KN0483|                                                           dddmmss.s |
 KN0483| CM7089 SALERATUS RM 1                       11.372 METERS 08100     |
 KN0483| JN0388 GREEN RIVER US ARMY MET TOWER       APPROX.22.2 KM 1164825.8 |
 KN0483| KN0037 A 39                                APPROX. 2.8 KM 1383637.1 |
 KN0483| CM7088 SALERATUS AZ MK                                    1462348.2 |
 KN0483| CM7090 SALERATUS RM 2                       11.630 METERS 16027     |
 KN0483| JN0423 ATT MICROWAVE 9 MI SW GREEN R       APPROX.12.5 KM 1793232.5 |
 KN0483|---------------------------------------------------------------------|
 KN0483
 KN0483                          SUPERSEDED SURVEY CONTROL
 KN0483
 KN0483  NAD 83(2007)-  39 01 58.17975(N)    110 18 20.76659(W) AD(2002.00) 0
 KN0483  ELLIP H (02/10/07) 1328.845  (m)                       GP(2002.00)    
 KN0483  ELLIP H (11/14/01) 1328.881  (m)                       GP(       ) 4 2
 KN0483  NAD 83(1994)-  39 01 58.17902(N)    110 18 20.76628(W) AD(       ) B
 KN0483  ELLIP H (04/21/95) 1328.918  (m)                       GP(       ) 4 1
 KN0483  NAD 83(1986)-  39 01 58.16621(N)    110 18 20.75995(W) AD(       ) 1
 KN0483  NAD 27      -  39 01 58.26700(N)    110 18 18.24000(W) AD(       ) 1
 KN0483  NGVD 29 (07/19/86) 1347.7    (m)         4422.     (f) VERT ANG       
 KN0483
 KN0483.Superseded values are not recommended for survey control.
 KN0483
 KN0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0483.See file dsdata.pdf to determine how the superseded data were derived.
 KN0483
 KN0483_MARKER: DS = TRIANGULATION STATION DISK
 KN0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0483_STAMPING: SALERATUS 1937
 KN0483_MARK LOGO: CGS
 KN0483_PROJECTION: PROJECTING 10 CENTIMETERS
 KN0483_MAGNETIC: N = NO MAGNETIC MATERIAL
 KN0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0483+STABILITY: SURFACE MOTION
 KN0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0483+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2019
 KN0483
 KN0483  HISTORY     - Date     Condition        Report By
 KN0483  HISTORY     - 1937     MONUMENTED       CGS
 KN0483  HISTORY     - 1952     GOOD             USGS
 KN0483  HISTORY     - 1966     GOOD             CGS
 KN0483  HISTORY     - 1970     GOOD             USAF
 KN0483  HISTORY     - 1974     GOOD             NGS
 KN0483  HISTORY     - 19931028 GOOD             NGS
 KN0483  HISTORY     - 20060514 GOOD             GEOCAC
 KN0483  HISTORY     - 20190923 GOOD             NGSTM
 KN0483
 KN0483                          STATION DESCRIPTION
 KN0483
 KN0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KN0483'THIS STATION IS LOCATED 8.5 MILES AIRLINE WESTWARD OF GREEN
 KN0483'RIVER, ON THE WESTWARD SIDE OF U.S. HIGHWAY 50, AT THE
 KN0483'HIGHEST POINT OF A SHALE-ADOBE RIDGE BETWEEN THE TWO BRANCHES
 KN0483'OF SALERATUS CREEK.  OVERLOOKING THE MAIN BRANCH TO THE W AND
 KN0483'SW FROM A STEEP BLUFF ABOUT 60 FEET HIGH, AND GENTLY SLOPING
 KN0483'TO THE OTHER BRANCH TO THE E AND SE.
 KN0483'
 KN0483'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KN0483'BRONZE DISKS SET IN CONCRETE.
 KN0483'
 KN0483'THE AZIMUTH MARK IS 35 FEET W OF SOUTHEASTERN POINT OF CURVATURE
 KN0483'IN THE HIGHWAY CURVE, AND 10 FEET E OF AN IRON PIPE STATE
 KN0483'RIGHT-OF-WAY MARKER, AND IS ABOUT 0.25 MILE S OF THE STATION.
 KN0483'
 KN0483'REACHED FROM GREEN RIVER POST OFFICE BY GOING WESTWARD ON U.S.
 KN0483'HIGHWAY 50 FOR 8.8 MILES TO THE OUTSIDE OF A WIDE CURVE TO
 KN0483'THE RIGHT, WHERE THE HIGHWAY CURVES FROM NW TO N.  HERE LEAVE
 KN0483'THE ROAD, TURN LEFT AND DRIVE ACROSS COUNTRY FOR 0.1 MILE TO
 KN0483'THE HIGHEST POINT AND STATION SITE, ABOUT 5 PACES E OF A
 KN0483'STEEP BLUFF.
 KN0483
 KN0483                          STATION RECOVERY (1952)
 KN0483
 KN0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 KN0483'STATION FOUND AS DESCRIBED.  ALL MARKS FOUND IN GOOD CONDITION.
 KN0483
 KN0483                          STATION RECOVERY (1966)
 KN0483
 KN0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 KN0483'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 KN0483'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A TELLUROMETER
 KN0483'TRAVERSE AND OBSERVATIONS WERE MADE TO BENCH MARK A 39.  THE
 KN0483'DESCRIPTION TO REACH THE STATION IS ACCURATE EXCEPT THAT IT
 KN0483'BEGINS AT THE INTERSECTION OF BROADWAY AND U.S. HIGHWAYS 6
 KN0483'AND 50.  THE POST OFFICE IS NOW LOCATED 1 BLOCK SOUTH OF THE
 KN0483'PLACE MENTIONED IN THE ORIGINAL DESCRIPTION.
 KN0483'
 KN0483'BENCH MARK A 39, IS A STANDARD DISK, STAMPED A 39 1934, SET
 KN0483'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS
 KN0483'6 INCHES ABOVE THE GROUND.  IT IS 7 RAILS NORTH OF MILEPOST
 KN0483'362, 60 FEET WEST OF THE TRACK AND ABOUT 200 FEET EAST OF THE
 KN0483'HIGHWAY.
 KN0483'HEIGHT OF LIGHT ABOVE STATION MARK 4.14 FEET.
 KN0483'
 KN0483'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/4 MILES
 KN0483'WNW OF GREEN RIVER
 KN0483
 KN0483                          STATION RECOVERY (1970)
 KN0483
 KN0483'RECOVERY NOTE BY US AIR FORCE 1970
 KN0483'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 KN0483'THE AZIMUTH MARK WAS NOT FOUND.  POSSIBLY DESTROYED DURING
 KN0483'CHANGES IN THE ROUTE OF U.S. HIGHWAYS 6 AND 50.
 KN0483'
 KN0483'STATION IS LOCATED APPROXIMATELY 8.5 MILES (AIRLINE) WEST-NORTHWEST
 KN0483'OF GREEN RIVER, UTAH ON THE WEST SIDE OF U.S. HIGHWAYS 6 AND
 KN0483'50.  IT IS 100 FEET WEST OF THE R.O.W. FENCELINE ON THE WEST
 KN0483'SIDE OF U.S. HIGHWAYS 6 AND 50.
 KN0483'
 KN0483'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 KN0483'
 KN0483'TO REACH THE STATION FROM THE U.S. POST OFFICE ON BROADWAY IN
 KN0483'GREEN RIVER, UTAH, GO NORTH ON BROADWAY AVENUE FOR 0.15 MILE
 KN0483'TO ITS INTERSECTION WITH U.S. HIGHWAYS 6 AND 50.  TURN LEFT,
 KN0483'AND GO WEST AND NORTH ON U.S. HIGHWAYS 6 AND 50 FOR 9.1 MILES
 KN0483'TO THE STATION ON THE LEFT AS DESCRIBED.
 KN0483
 KN0483                          STATION RECOVERY (1974)
 KN0483
 KN0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 KN0483'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE BENCH MARK
 KN0483'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCES
 KN0483'AND DIRECTIONS TO THE MARKS COMPARED WITH THE 1966 DATA.
 KN0483'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED, DUE TO
 KN0483'ROAD CONSTRUCTION.  BM A 39 WILL SERVE AS AN AZIMUTH MARK.
 KN0483'A NEW DESCRIPTION FOLLOWS--
 KN0483'
 KN0483'THE STATION IS LOCATED ABOUT 8.5 MILES WEST-NORTHWEST OF GREEN
 KN0483'RIVER, ALONG THE WEST SIDE OF U.S. HIGHWAYS 6 AND 50, AND ON
 KN0483'TOP OF A SMALL KNOLL.  IT IS ON THE PROPERTY OF THE BUREAU OF
 KN0483'LAND MANAGEMENT OF PRICE, UTAH.
 KN0483'
 KN0483'TO REACH THE STATION FROM THE POST OFFICE IN GREEN RIVER,
 KN0483'GO NORTH ON BROADWAY FOR 0.1 MILE TO THE INTERSECTION OF U.S.
 KN0483'HIGHWAY 6 AND 50.  TURN LEFT AND GO WEST ON U.S. HIGHWAY 6
 KN0483'AND 50 FOR 1.2 MILES TO A RAILROAD OVERPASS AND THE ENTRANCE TO
 KN0483'INTERSTATE HIGHWAY 70.  CONTINUE WEST ON INTERSTATE HIGHWAY
 KN0483'70 AND U.S. HIGHWAY 6 AND 50 FOR 2.2 MILES TO WHERE THE
 KN0483'ROUTES DIVIDE.  BEAR RIGHT AND GO NORTHWESTERLY ON U.S. HIGHWAY
 KN0483'6 AND 50 FOR 3.7 MILES TO MILE POST 173 ON THE LEFT AND BM
 KN0483'A 39 ON THE RIGHT APPROXIMATELY 250 FEET EAST OF THE MILE
 KN0483'POST.  BM A 39 WILL SERVE AS THE AZIMUTH MARK.  CONTINUE
 KN0483'NORTHWESTERLY ON U.S. HIGHWAY 6 AND 50 FOR 1.1 MILE TO A
 KN0483'CROSSROAD.  TURN LEFT, WEST, CROSSING A CATTLEGUARD AND
 KN0483'THEN BEAR SHARP RIGHT AND GO NORTHERLY ON TRACK ROAD ALONG
 KN0483'THE WEST SIDE OF A FENCE FOR 0.6 MILE TO THE TOP OF A
 KN0483'KNOLL AND THE STATION.
 KN0483'
 KN0483'THE STATION MARK IS A STANDARD DISK STAMPED SALERATUS 1937,
 KN0483'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 KN0483'PROJECTS 6 INCHES.  IT IS 97 FEET SOUTHWEST OF A FENCE, 17
 KN0483'FEET NORTHEAST OF A BLUFF, AND 4 FEET NORTHEAST OF A METAL
 KN0483'WITNESS POST.
 KN0483'
 KN0483'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SALERATUS NO 1
 KN0483'1937, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 KN0483'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 60 FEET SOUTHWEST
 KN0483'OF A FENCE, 54 FEET NORTHEAST OF A BLUFF, AND 41 FEET NORTHEAST
 KN0483'OF A METAL WITNESS POST.
 KN0483'
 KN0483'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SALERATUS NO 2
 KN0483'1937, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 KN0483'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 97 FEET
 KN0483'SOUTHWEST OF A FENCE, 15 FEET NORTHEAST OF A BLUFF, AND 2 FEET
 KN0483'NORTH OF A METAL WITNESS POST.
 KN0483'
 KN0483'BM A 39, WHICH WILL SERVE AS THE AZIMUTH MARK, IS A STANDARD
 KN0483'BENCH MARK DISK STAMPED A 39 1934, SET IN THE TOP OF A 12-INCH
 KN0483'SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.
 KN0483'IT IS 86 FEET EAST OF A FENCE AND 48 FEET WEST OF WEST RAIL
 KN0483'OF THE RAILROAD TRACKS.
 KN0483'
 KN0483'NOTE--TELLUROMETER TRAVERSE BM A 39.
 KN0483'
 KN0483'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.5 MILES
 KN0483'WNW OF GREEN RIVER
 KN0483
 KN0483                          STATION RECOVERY (1993)
 KN0483
 KN0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 KN0483'STATION IS LOCATED ABOUT 11 KM (6.85 MI) WEST-NORTHWEST OF GREEN
 KN0483'RIVER, 9 KM (5.60 MI) NORTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY
 KN0483'70 AND US HIGHWAYS 6, 50 AND 191, 75 M (246.1 FT) SOUTHWEST OF
 KN0483'HIGHWAYS 6 AND 191, AT A DEEP HIGHWAY CUT, AT MILE 295.1, AT THE WEST
 KN0483'CORNER OF A BLUFF, IN THE NORTHEAST 1/4 OF SECTION 6, T 21 S, R 15 E.
 KN0483'OWNERSHIP--US BUREAU OF LAND MANAGEMENT. TO REACH FROM THE OVERPASS AT
 KN0483'THE JUNCTION OF HIGHWAYS 70, 6, 50 AND 191 (EXIT 156), ABOUT 6 KM
 KN0483'(3.70 MI) WEST OF GREEN RIVER, GO NORTHERLY ON HIGHWAYS 6 AND 191 FOR
 KN0483'4.62 KM (2.85 MI) TO A GRAVEL ROAD RIGHT (TURNOFF TO THE AZIMUTH
 KN0483'MARK).  CONTINUE AHEAD FOR 2.98 KM (1.85 MI) TO A ROAD LEFT AT
 KN0483'ELECTRIC SUBSTATION.  CONTINUE AHEAD FOR 0.52 KM (0.30 MI) TO THE
 KN0483'BEGINNING OF A CUTBANK ON THE LEFT.  BEAR LEFT TO RIGHT-OF-WAY FENCE,
 KN0483'THEN RIGHT, NORTHWEST, ALONG FENCE FOR 0.44 KM (0.25 MI) TO THE
 KN0483'STATION ON THE LEFT.  (ALSO CAN PACK FROM MIDDLE OF HIGHWAY CUT UP
 KN0483'BANK TO STATION). STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE
 KN0483'CONCRETE POST PROJECTING 10 CM ABOVE GROUND ON A NORTHEAST SLOPE.  IT
 KN0483'IS 29.5 M (96.8 FT) SOUTHWEST OF AN INVERTED VEE BRACE POST IN THE
 KN0483'RIGHT-OF-WAY FENCE, ABOUT 20 M (65.6 FT) HIGHER THAN THE HIGHWAY, 1.2
 KN0483'M (3.9 FT) NORTHEAST OF A METAL WITNESS POST, 5 M (16.4 FT) NORTHEAST
 KN0483'OF THE BLUFF EDGE, SLIGHTLY LOWER, AND 8 M (26.2 FT) SOUTHEAST OF THE
 KN0483'BLUFF EDGE.
 KN0483
 KN0483                          STATION RECOVERY (2006)
 KN0483
 KN0483'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KN0483'FOUND THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IN
 KN0483'GOOD CONDITION.  FOUND BENCH MARK DISK A39 (PID = KN0037), WHICH
 KN0483'SERVES AS THE AZIMUTH MARK FOR THIS STATION, IN GOOD CONDITION.
 KN0483
 KN0483                          STATION RECOVERY (2019)
 KN0483
 KN0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (DW)
 KN0483'AT MILEPOST 294.7 OF HIGHWAY US 6 AND US 191 (FOUR LANE DIVIDED HWY).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0384 ***********************************************************************
 JN0384  DESIGNATION -  SALINA
 JN0384  PID         -  JN0384
 JN0384  STATE/COUNTY-  UT/SEVIER
 JN0384  COUNTRY     -  US
 JN0384  USGS QUAD   -  AURORA (2017)
 JN0384
 JN0384                         *CURRENT SURVEY CONTROL
 JN0384  ______________________________________________________________________
 JN0384* NAD 83(1994) POSITION- 38 59 52.39971(N) 111 58 47.40368(W)   ADJUSTED
 JN0384* NAVD 88 ORTHO HEIGHT -  2078.2   (meters)     6818.    (feet) VERTCON3
 JN0384  ______________________________________________________________________
 JN0384  GEOID HEIGHT    -        -18.426 (meters)                     GEOID18
 JN0384  LAPLACE CORR    -         -5.31  (seconds)                    DEFLEC18
 JN0384  HORZ ORDER      -  SECOND
 JN0384
 JN0384.The horizontal coordinates were established by classical geodetic methods
 JN0384.and adjusted by the National Geodetic Survey in November 1997.
 JN0384
 JN0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0384
 JN0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0384.GEOID18 height accuracy estimate available here.
 JN0384
 JN0384.Click photographs - Photos may exist for this station.
 JN0384
 JN0384.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0384
 JN0384. The following values were computed from the NAD 83(1994) position.
 JN0384
 JN0384;                    North         East     Units Scale Factor Converg.
 JN0384;SPC UT C     - 2,073,891.369   458,432.445   MT  1.00000469   -0 18 26.5
 JN0384;SPC UT C     - 6,804,091.93  1,504,040.45   sFT  1.00000469   -0 18 26.5
 JN0384;UTM  12      - 4,316,998.888   415,151.034   MT  0.99968865   -0 36 59.9
 JN0384
 JN0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0384!SPC UT C     -   0.99967693  x   1.00000469  =   0.99968162
 JN0384!UTM  12      -   0.99967693  x   0.99968865  =   0.99936568
 JN0384
 JN0384:                Primary Azimuth Mark                     Grid Az
 JN0384:SPC UT C     -  SALINA AZ MK                             312 24 53.4
 JN0384:UTM  12      -  SALINA AZ MK                             312 43 26.8
 JN0384
 JN0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ1515116998(NAD 83)
 JN0384
 JN0384|---------------------------------------------------------------------|
 JN0384| PID    Reference Object                     Distance      Geod. Az  |
 JN0384|                                                           dddmmss.s |
 JN0384| KN0413 CENTERFIELD GUNNISON SUG E STK      APPROX.18.9 KM 0473602.9 |
 JN0384| CM5936 SALINA RM 1                           7.135 METERS 17946     |
 JN0384| CM5937 SALINA RM 2                          18.226 METERS 26028     |
 JN0384| CM5935 SALINA AZ MK                                       3120626.9 |
 JN0384|---------------------------------------------------------------------|
 JN0384
 JN0384                          SUPERSEDED SURVEY CONTROL
 JN0384
 JN0384  NAD 83(1986)-  38 59 52.39003(N)    111 58 47.39696(W) AD(       ) 2
 JN0384  NAD 27      -  38 59 52.53200(N)    111 58 44.64400(W) AD(       ) 2
 JN0384  NGVD 29 (07/19/86) 2077.0    (m)         6814.     (f) VERT ANG       
 JN0384
 JN0384.Superseded values are not recommended for survey control.
 JN0384
 JN0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0384.See file dsdata.pdf to determine how the superseded data were derived.
 JN0384
 JN0384_MARKER: DS = TRIANGULATION STATION DISK
 JN0384_SETTING: 80 = SET IN A BOULDER
 JN0384_STAMPING: SALINA 1938
 JN0384_MARK LOGO: CGS
 JN0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0384+STABILITY: SURFACE MOTION
 JN0384
 JN0384  HISTORY     - Date     Condition        Report By
 JN0384  HISTORY     - 1938     MONUMENTED       CGS
 JN0384
 JN0384                          STATION DESCRIPTION
 JN0384
 JN0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JN0384'LOCATED ABOUT 7 MILES W OF REDMOND AND ABOUT 6.5 MILES WNW
 JN0384'OF SALINA, ON A LOW, JUNIPER-COVERED RIDGE.
 JN0384'
 JN0384'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN BOULDER
 JN0384'AS DESCRIBED.  AZIMUTH MARK IS A STANDARD
 JN0384'BRONZE DISK IN CONCRETE AS DESCRIBED.
 JN0384'
 JN0384'REACHED FROM SALINA BY GOING W FROM FIRST STATE BANK, ON U.S.
 JN0384'HIGHWAY 89 1.6 MILES TO JUNCTION WITH UTAH 63.  THENCE TURN
 JN0384'R ON UTAH 63 AND THIS HIGHWAY ACROSS BRIDGE AND L AGAIN
 JN0384'TOWARDS SCIPIO 7.05 MILES TO A TRACK ROAD LEADING R.  THENCE
 JN0384'TURN R ON TRACK ROAD AND GO N 0.3 MILE TO WHERE ROAD ENTERS
 JN0384'A WASH.  THENCE CONTINUE ON UP BOTTOM OF WASH 1.05 MILES TO
 JN0384'WHERE TRACKS TURN R OUT OF WASH.  HERE LEAVE WASH AND CONTINUE
 JN0384'ON TRACK ROAD 0.2 MILE TO A FORK.  KEEP R FORK 0.3 MILE TO
 JN0384'ANOTHER FORK JUST AFTER CROSSING WASH WITH STEEP BANKS.  FROM
 JN0384'HERE KEEP MAIN TRAVELED TRACK ROAD E 0.45 MILE TO A TRACK
 JN0384'ROAD COMING IN FROM L AND AZIMUTH MARK ABOUT 25 FT. N OF
 JN0384'CENTER LINE OF MAIN E-W TRACK ROAD AND IN FORK.  MARK PROJECTS
 JN0384'ABOUT 4 INCHES.  TO REACH STATION FROM HERE CONTINUE E ON
 JN0384'MAIN ROAD 0.5 MILE TO TOP OF A SADDLE AND A TRIANGLE BLAZE
 JN0384'ON A JUNIPER TREE ON R.  HERE LEAVE TRACK ROAD, GO S UP
 JN0384'RIDGE ABOUT 0.3 MILE TO WHERE GRADE BECOMES TOO STEEP AND
 JN0384'SHALE TOO SOFT TO CONTINUE.  LEAVE TRUCK AND CONTINUE UP
 JN0384'RIDGE ABOUT 4 MINUTES TO TOP AND STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3698 ***********************************************************************
 AA3698  CBN         -  This is a Cooperative Base Network Control Station.
 AA3698  DESIGNATION -  SALINA
 AA3698  PID         -  AA3698
 AA3698  STATE/COUNTY-  UT/SEVIER
 AA3698  COUNTRY     -  US
 AA3698  USGS QUAD   -  SALINA (2017)
 AA3698
 AA3698                         *CURRENT SURVEY CONTROL
 AA3698  ______________________________________________________________________
 AA3698* NAD 83(2011) POSITION- 38 58 13.48205(N) 111 50 35.59533(W)   ADJUSTED
 AA3698* NAD 83(2011) ELLIP HT-  1547.689 (meters)        (06/27/12)   ADJUSTED
 AA3698* NAD 83(2011) EPOCH   -  2010.00
 AA3698* NAVD 88 ORTHO HEIGHT -  1566.2   (meters)     5138.    (feet) GPS OBS
 AA3698  ______________________________________________________________________
 AA3698  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3698  GEOID HEIGHT    -         -18.20 (meters)                     GEOID93
 AA3698  GEOID HEIGHT    -        -18.589 (meters)                     GEOID18
 AA3698  NAD 83(2011) X  - -1,847,912.508 (meters)                     COMP
 AA3698  NAD 83(2011) Y  - -4,610,022.382 (meters)                     COMP
 AA3698  NAD 83(2011) Z  -  3,990,737.127 (meters)                     COMP
 AA3698  LAPLACE CORR    -          9.25  (seconds)                    DEFLEC18
 AA3698
 AA3698  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3698  Standards:
 AA3698         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3698            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3698  -------------------------------------------------------------------
 AA3698  NETWORK    1.98   3.25           0.91   0.67   1.66     -0.13877409
 AA3698  -------------------------------------------------------------------
 AA3698  Click here for local accuracies and other accuracy information.
 AA3698
 AA3698.The horizontal coordinates were established by GPS observations
 AA3698.and adjusted by the National Geodetic Survey in June 2012.
 AA3698
 AA3698.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3698.been affixed to the stable North American tectonic plate. See 
 AA3698.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3698
 AA3698.The horizontal coordinates are valid at the epoch date displayed above
 AA3698.which is a decimal equivalence of Year/Month/Day.
 AA3698
 AA3698.The orthometric height was determined by GPS observations and a
 AA3698.high-resolution geoid model.
 AA3698
 AA3698.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3698.GEOID18 height accuracy estimate available here.
 AA3698
 AA3698.Click photographs - Photos may exist for this station.
 AA3698
 AA3698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3698
 AA3698.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3698
 AA3698.The ellipsoidal height was determined by GPS observations
 AA3698.and is referenced to NAD 83.
 AA3698
 AA3698. The following values were computed from the NAD 83(2011) position.
 AA3698
 AA3698;                    North         East     Units Scale Factor Converg.
 AA3698;SPC UT C     - 2,070,786.538   470,255.350   MT  1.00001174   -0 13 11.5
 AA3698;SPC UT C     - 6,793,905.50  1,542,829.43   sFT  1.00001174   -0 13 11.5
 AA3698;UTM  12      - 4,313,831.211   426,953.064   MT  0.99966570   -0 31 49.2
 AA3698
 AA3698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3698!SPC UT C     -   0.99975723  x   1.00001174  =   0.99976897
 AA3698!UTM  12      -   0.99975723  x   0.99966570  =   0.99942301
 AA3698
 AA3698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ2695313831(NAD 83)
 AA3698
 AA3698                          SUPERSEDED SURVEY CONTROL
 AA3698
 AA3698  NAD 83(2007)-  38 58 13.48171(N)    111 50 35.59589(W) AD(2002.00) 0
 AA3698  ELLIP H (02/10/07) 1547.702  (m)                       GP(2002.00)    
 AA3698  ELLIP H (11/14/01) 1547.722  (m)                       GP(       ) 4 2
 AA3698  NAD 83(1994)-  38 58 13.48103(N)    111 50 35.59453(W) AD(       ) B
 AA3698  ELLIP H (04/21/95) 1547.780  (m)                       GP(       ) 4 1
 AA3698
 AA3698.Superseded values are not recommended for survey control.
 AA3698
 AA3698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3698.See file dsdata.pdf to determine how the superseded data were derived.
 AA3698
 AA3698_MARKER: I = METAL ROD
 AA3698_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3698_STAMPING: SALINA 1994
 AA3698_MARK LOGO: NGS
 AA3698_PROJECTION: FLUSH
 AA3698_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3698+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA3698_ROD/PIPE-DEPTH: 6.6 meters
 AA3698_SLEEVE-DEPTH  : 0.90 meters
 AA3698
 AA3698  HISTORY     - Date     Condition        Report By
 AA3698  HISTORY     - 1994     MONUMENTED       NGS
 AA3698
 AA3698                          STATION DESCRIPTION
 AA3698
 AA3698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3698'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHEAST OF SALINA, IN
 AA3698'GRASS IN THE SOUTHEAST QUADRANT OF TWO GRAVEL ROADS AT THE CENTER
 AA3698'NORTH END OF THE PIONEER CEMETERY.  OWNERSHIP--CITY OF SALINA. TO
 AA3698'REACH FROM THE JUNCTION OF U.S. HIGHWAYS 89 AND 50 IN SALINA, GO NORTH
 AA3698'ON HIGHWAY 89 FOR 0.51 KM (0.30 MI) TO A CROSSROAD (300 NORTH). TURN
 AA3698'RIGHT, EAST, ON 300 NORTH FOR 0.95 KM (0.60 MI) TO WHERE THE ROAD
 AA3698'TURNS LEFT, NORTH.  CONTINUE AHEAD, NORTH, THEN EAST, ON PAVED ROAD
 AA3698'FOR 0.90 KM (0.55 MI) TO THE ENTRANCE TO THE PIONEER CEMETERY ON THE
 AA3698'LEFT. TURN LEFT, NORTH, PASSING THROUGH GATE AND TAKING THE LEFT FORK
 AA3698'FOR 0.25 KM (0.15 MI) TO THE STATION ON THE RIGHT JUST BEFORE A CROSS
 AA3698'ROAD. STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 AA3698'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 AA3698'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 AA3698'IS 8.0 M (26.2 FT) SOUTH OF THE CENTER OF A GRAVEL ROAD, 4.2 M (13.8
 AA3698'FT) EAST OF THE CENTER OF A GRAVEL ROAD, AND 1.6 M (5.2 FT) SOUTHEAST
 AA3698'OF A WATER VALVE CONTROL BOX. DESCRIBED BY D.G. AUG
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0432 ***********************************************************************
 KN0432  DESIGNATION -  SALT
 KN0432  PID         -  KN0432
 KN0432  STATE/COUNTY-  UT/JUAB
 KN0432  COUNTRY     -  US
 KN0432  USGS QUAD   -  FOUNTAIN GREEN NORTH (2017)
 KN0432
 KN0432                         *CURRENT SURVEY CONTROL
 KN0432  ______________________________________________________________________
 KN0432* NAD 83(1994) POSITION- 39 39 53.75710(N) 111 44 35.59608(W)   ADJUSTED
 KN0432* NAVD 88 ORTHO HEIGHT -  3048.5   (meters)    10002.    (feet) VERTCON3
 KN0432  ______________________________________________________________________
 KN0432  GEOID HEIGHT    -        -17.175 (meters)                     GEOID18
 KN0432  LAPLACE CORR    -         10.10  (seconds)                    DEFLEC18
 KN0432  HORZ ORDER      -  FIRST
 KN0432
 KN0432.The horizontal coordinates were established by classical geodetic methods
 KN0432.and adjusted by the National Geodetic Survey in November 1997.
 KN0432
 KN0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0432
 KN0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0432.GEOID18 height accuracy estimate available here.
 KN0432
 KN0432.Click photographs - Photos may exist for this station.
 KN0432
 KN0432.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0432
 KN0432. The following values were computed from the NAD 83(1994) position.
 KN0432
 KN0432;                    North         East     Units Scale Factor Converg.
 KN0432;SPC UT C     - 2,147,860.412   479,131.296   MT  0.99990320   -0 09 20.9
 KN0432;SPC UT C     - 7,046,772.04  1,571,949.93   sFT  0.99990320   -0 09 20.9
 KN0432;UTM  12      - 4,390,833.012   436,249.539   MT  0.99965003   -0 28 27.9
 KN0432
 KN0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0432!SPC UT C     -   0.99952466  x   0.99990320  =   0.99942791
 KN0432!UTM  12      -   0.99952466  x   0.99965003  =   0.99917486
 KN0432
 KN0432:                Primary Azimuth Mark                     Grid Az
 KN0432:SPC UT C     -  SALT AZ MK                               053 46 04.5
 KN0432:UTM  12      -  SALT AZ MK                               054 05 11.5
 KN0432
 KN0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ3624990833(NAD 83)
 KN0432
 KN0432|---------------------------------------------------------------------|
 KN0432| PID    Reference Object                     Distance      Geod. Az  |
 KN0432|                                                           dddmmss.s |
 KN0432| CM5938 SALT AZ MK                                         0533643.6 |
 KN0432| KN0428 SUGAR FACTORY NR MORONI HI STK      APPROX.22.9 KM 1424157.7 |
 KN0432| CM5939 SALT RM 1                            10.981 METERS 28453     |
 KN0432| CM5940 SALT RM 2                            11.082 METERS 32618     |
 KN0432|---------------------------------------------------------------------|
 KN0432
 KN0432                          SUPERSEDED SURVEY CONTROL
 KN0432
 KN0432  NAD 83(1993)-  39 39 53.74708(N)    111 44 35.59059(W) AD(       ) 1
 KN0432  NAD 83(1986)-  39 39 53.74453(N)    111 44 35.58958(W) AD(       ) 1
 KN0432  NAD 27      -  39 39 53.89800(N)    111 44 32.85200(W) AD(       ) 1
 KN0432  NGVD 29 (07/19/86) 3047.1    (m)         9997.     (f) VERT ANG       
 KN0432
 KN0432.Superseded values are not recommended for survey control.
 KN0432
 KN0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0432.See file dsdata.pdf to determine how the superseded data were derived.
 KN0432
 KN0432_MARKER: DS = TRIANGULATION STATION DISK
 KN0432_SETTING: 80 = SET IN A BOULDER
 KN0432_STAMPING: SALT 1938
 KN0432_MARK LOGO: CGS
 KN0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0432+STABILITY: SURFACE MOTION
 KN0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0432+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2022
 KN0432
 KN0432  HISTORY     - Date     Condition        Report By
 KN0432  HISTORY     - 1938     MONUMENTED       CGS
 KN0432  HISTORY     - 1947     GOOD             CGS
 KN0432  HISTORY     - 1947     GOOD             USGS
 KN0432  HISTORY     - 20200902 GOOD             INDIV
 KN0432  HISTORY     - 20220711 GOOD             PEAKBG
 KN0432
 KN0432                          STATION DESCRIPTION
 KN0432
 KN0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0432'ABOUT 5 MILES E AND 3 MILES S OF NEPHI, UTAH, ON A HIGH POINT
 KN0432'OF SAND PITCH MTS. PEAK IS A BARE GRAVEL CONE, TIMBERED ON
 KN0432'NORTH SLOPE ALMOST TO TOP AND ALMOST BARE ON OTHER THREE
 KN0432'SIDES.
 KN0432'
 KN0432'SURFACE MARK IS A STANDARD BRONZE DISK IN A BOULDER.
 KN0432'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KN0432'BRONZE DISKS IN CONCRETE IN BEDROCK.
 KN0432'
 KN0432'REFERENCE MARK NO. 1 IS W OF AND ABOUT 6 FEET LOWER IN ELEVATION.
 KN0432'REFERENCE MARK NO. 2 IS NW OF AND ABOUT 6 FEET LOWER IN ELEVATION.
 KN0432'
 KN0432'AZIMUTH MARK IS ABOUT 0.2 MILE ENE OF STATION AND ABOUT 150
 KN0432'FEET LOWER IN ELEVATION.  IT IS ON TOP OF A SPUR RIDGE THAT
 KN0432'EXTENDS OUT TO NE OF STATION ABOUT 10 PACES S OF TIMBER LINE.
 KN0432'
 KN0432'STATION IS REACHED FROM FOUNTAIN GREEN, UTAH, BY GOING N FROM
 KN0432'POST OFFICE 0.20 MILE.  THEN TURN L, W, AND GO 0.5 MILE.
 KN0432'THENCE R, N, AND GO 0.2 MILE.  THENCE L, W, AND GO FOR 0.15
 KN0432'MILE.  FROM HERE TURN R, N, AND GO 0.6 MILE (PASSING A POWER
 KN0432'HOUSE WHICH IS ABOUT 100 YARDS TO W OF ROAD).  THENCE TURN
 KN0432'R AFTER CROSSING RR TRACKS AT SIGN--PHOENIX--AND GO N ON
 KN0432'GRADED ROAD 0.7 MILE.  THENCE TURN L UP LANE AND GO 1.2 MILES
 KN0432'W AND N ON MAIN TRAVELED ROAD TO AN INTERSECTION.  THENCE
 KN0432'L, W, AND GO 0.4 MILE TO A FORK.  HERE TURN L AND GO 0.2
 KN0432'MILE TO REMAINS OF A RANCH HOUSE.  THENCE CONTINUE STRAIGHT
 KN0432'AHEAD WESTERLY 1.9 MILES UP A CANYON TO A SMALL SIGN ON
 KN0432'TREE--HOLMAN SPRING 2 MILES--JUST BEFORE CROSSING A SMALL
 KN0432'WASH AND END OF TRUCK TRAVEL.  FROM HERE PACK UP TRAIL TO
 KN0432'HOLMAN SPRING ABOUT 2.0 MILES.  FROM HERE PACK UP SLOPE
 KN0432'WESTERLY TO TOP OF RIDGE AND THENCE NORTHERLY ALONG
 KN0432'RIDGE ABOUT 1.5 MILES TO STATION SITE.
 KN0432'
 KN0432'LEWIS LUND MEMORIAL IS A SIX FOOT WHITE STONE POST ON E SIDE OF
 KN0432'U.S. HIGHWAY 189 ABOUT 2-1/2 MILES N OF FOUNTAIN GREEN, UTAH.
 KN0432'
 KN0432'CONCRETE STACK IS A TALL, PROMINENT, LONE, WHITE CONCRETE
 KN0432'STACK ON A SUGAR FACTORY ABOUT 2 MILES S OF MORONI, UTAH.
 KN0432
 KN0432                          STATION RECOVERY (1947)
 KN0432
 KN0432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KN0432'STATION AND ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION,
 KN0432'WITH THE EXCEPTION OF DISTANCES TO REFERENCE MARKS.
 KN0432'
 KN0432'A NEW DESCRIPTION IS AS FOLLOWS--
 KN0432'
 KN0432'STATION LOCATED ABOUT 5 MILES EAST AND 3 MILES SOUTH OF
 KN0432'NEPHI, ON HIGH, CONE SHAPED POINT OF THE SAND PITCH MOUNTAIN.
 KN0432'POINT IS BARE AT TOP ON ALL SIDES, EXCEPT TO THE NORTH WHICH
 KN0432'HAS HEAVY GROWTH OF TIMBER ON IT.  STATION PROJECTS 6 INCHES,
 KN0432'DESCRIBED IN NOTE 4, AND STAMPED--SALT 1938.
 KN0432'
 KN0432'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 FEET LOWER THAN STATION,
 KN0432'PROJECTS 6 INCHES, AND STAMPED--SALT
 KN0432'NO 1 1938.
 KN0432'
 KN0432'REFERENCE MARK NO. 2 IS APPROXIMATELY 8 FEET LOWER THAN STATION,
 KN0432'PROJECTS 1 FOOT, AND STAMPED--SALT NO
 KN0432'2 1938.
 KN0432'
 KN0432'AZIMUTH MARK IS ON SPUR RIDGE RUNNING TO NORTHEAST FROM STATION,
 KN0432'PROJECTS 6 INCHES,  AND STAMPED--SALT
 KN0432'1938.
 KN0432'
 KN0432'TO REACH FROM POST OFFICE IN FOUNTAIN GREEN, GO NORTH FOR
 KN0432'0.2 MILE.  TURN LEFT, WEST, AND GO 0.5 MILE TO CROSSROADS.
 KN0432'TURN RIGHT AND GO 0.2 MILE ROAD LEFT.  TURN LEFT AND GO
 KN0432'0.15 MILE TO ROAD RIGHT.  TURN RIGHT AND GO 0.6 MILE (PASSING
 KN0432'A POWER HOUSE AND FISH HATCHERY ABOUT A 100 YARDS WEST OF
 KN0432'ROAD) TO ROAD RIGHT JUST AFTER CROSSING RAILROAD.  TURN
 KN0432'RIGHT AND GO 0.7 MILE TO ROAD LEFT.  TURN LEFT AND GO 1.1
 KN0432'MILE ON MAIN ROAD TO INTERSECTION.  TURN LEFT AND GO 0.4 MILE
 KN0432'TO FORK.  TURN LEFT AND GO 2.1 MILES UP CANYON TO A SIGN
 KN0432'HOLMAN CAN. TRAIL LOG CAN. AND END OF TRUCK TRAVEL.  FROM
 KN0432'HERE PACK UP CANYON AS PER SIGN HOLMAN CAN. TRAIL FOR ABOUT
 KN0432'2.0 MILES TO WHERE CANYON FORKS AND TRAIL GOES UP RIGHT
 KN0432'FORK.  PACK UP SLOPE BETWEEN THE TWO CANYONS TO TOP OF
 KN0432'NORTH-SOUTH RIDGE.  TURN NORTH AND FOLLOW TRAIL ALONG EAST
 KN0432'SIDE OF RIDGE IN NORTHERLY DIRECTION TO POINT JUST EAST OF
 KN0432'HIGHEST POINT.  PACK UP THIS POINT TO TOP AND STATION SITE
 KN0432'AS DESCRIBED ABOVE.  A TWO AND ONE-HALF HOUR PACK.
 KN0432'
 KN0432'OBSERVATIONS MADE FROM A 1.3 METER TRIPOD.
 KN0432
 KN0432                          STATION RECOVERY (1947)
 KN0432
 KN0432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 KN0432'RECOVERED.
 KN0432
 KN0432                          STATION RECOVERY (2020)
 KN0432
 KN0432'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (TWG)
 KN0432'TO REACH DEPART NEPHI UTAH EASTERLY ON UT-132 AND GO TO MILE MARKER
 KN0432'44.5.  TURN RIGHT ONTO LOG CANYON ROAD, THIS WILL TURN INTO FR-0069,
 KN0432'GO 8 MI (12.9 KM) TO A SADDLE AND ROAD INTERSECTION.  TAKE FR-0127
 KN0432'NORTHBOUND FOR 4.4 MI (7.1 KM) TO END OF VEHICLE TRAVEL AND THE BASE
 KN0432'OF SALT CREEK PEAK.  HIKE NORTH 0.3 MI (0.5 KM) TO THE SUMMIT AND THE
 KN0432'STATION.
 KN0432
 KN0432                          STATION RECOVERY (2022)
 KN0432
 KN0432'RECOVERY NOTE BY PEAK BAGGER 2022 (RW)
 KN0432'THE STATION IS SET IN BOULDER IN A ROCK CAIRN, STABLE ALTHOUGH THE
 KN0432'BOULDER COULD PROBABLY BE MOVED.  REFERENCE MARK NO 1 IS 12 M (39.4
 KN0432'FT) NORTH-NORTHWEST AND REFERENCE MARK NO 2 IS 12 M (39.4 FT) NORTH OF
 KN0432'THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0351 ***********************************************************************
 LP0351  DESIGNATION -  SALT
 LP0351  PID         -  LP0351
 LP0351  STATE/COUNTY-  UT/SALT LAKE
 LP0351  COUNTRY     -  US
 LP0351  USGS QUAD   -  ANTELOPE ISLAND SOUTH (2017)
 LP0351
 LP0351                         *CURRENT SURVEY CONTROL
 LP0351  ______________________________________________________________________
 LP0351* NAD 83(1994) POSITION- 40 49 54.54313(N) 112 07 47.61634(W)   ADJUSTED
 LP0351* NAVD 88 ORTHO HEIGHT -  1286.5   (meters)     4221.    (feet) VERTCON3
 LP0351  ______________________________________________________________________
 LP0351  GEOID HEIGHT    -        -17.174 (meters)                     GEOID18
 LP0351  LAPLACE CORR    -          2.18  (seconds)                    DEFLEC18
 LP0351  HORZ ORDER      -  FIRST
 LP0351
 LP0351.The horizontal coordinates were established by classical geodetic methods
 LP0351.and adjusted by the National Geodetic Survey in November 1997.
 LP0351
 LP0351.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0351
 LP0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0351.GEOID18 height accuracy estimate available here.
 LP0351
 LP0351.Click photographs - Photos may exist for this station.
 LP0351
 LP0351.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0351
 LP0351. The following values were computed from the NAD 83(1994) position.
 LP0351
 LP0351;                    North         East     Units Scale Factor Converg.
 LP0351;SPC UT C     - 2,277,581.860   446,867.084   MT  1.00005032   -0 24 12.6
 LP0351;SPC UT C     - 7,472,366.49  1,466,096.42   sFT  1.00005032   -0 24 12.6
 LP0351;UTM  12      - 4,520,701.720   404,732.191   MT  0.99971171   -0 44 19.8
 LP0351
 LP0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0351!SPC UT C     -   0.99980093  x   1.00005032  =   0.99985124
 LP0351!UTM  12      -   0.99980093  x   0.99971171  =   0.99951269
 LP0351
 LP0351:                Primary Azimuth Mark                     Grid Az
 LP0351:SPC UT C     -  SALT AZ MK                               141 04 04.8
 LP0351:UTM  12      -  SALT AZ MK                               141 24 12.0
 LP0351
 LP0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0473220701(NAD 83)
 LP0351
 LP0351|---------------------------------------------------------------------|
 LP0351| PID    Reference Object                     Distance      Geod. Az  |
 LP0351|                                                           dddmmss.s |
 LP0351| CM5947 SALT RM 1                            41.288 METERS 02424     |
 LP0351| LO1024 VORTAC SALT LAKE CITY SLC           APPROX.12.6 KM 0803757.4 |
 LP0351| LO1007 RNG SALT LAKE CITY RADIO SC         APPROX.14.2 KM 0911232.7 |
 LP0351| CM5949 SALT RM 2                            76.621 METERS 10626     |
 LP0351| CM5946 SALT AZ MK                                         1403952.2 |
 LP0351| LP0338 SALTAIR RADIO STA KSL TALL MST      APPROX. 6.4 KM 1542532.7 |
 LP0351| CM5948 SALT RM 1                            21.787 METERS 18655     |
 LP0351|---------------------------------------------------------------------|
 LP0351
 LP0351                          SUPERSEDED SURVEY CONTROL
 LP0351
 LP0351  NAD 83(1993)-  40 49 54.54090(N)    112 07 47.61659(W) AD(       ) 1
 LP0351  NAD 83(1986)-  40 49 54.53285(N)    112 07 47.60747(W) AD(       ) 1
 LP0351  NAD 27      -  40 49 54.73452(N)    112 07 44.80904(W) AD(       ) 1
 LP0351  NGVD 29 (07/19/86) 1285.6    (m)         4218.     (f) VERT ANG       
 LP0351
 LP0351.Superseded values are not recommended for survey control.
 LP0351
 LP0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0351.See file dsdata.pdf to determine how the superseded data were derived.
 LP0351
 LP0351_MARKER: DD = SURVEY DISK
 LP0351_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LP0351_STAMPING: SALT 1950
 LP0351_MARK LOGO: USGS
 LP0351_PROJECTION: FLUSH
 LP0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0351
 LP0351  HISTORY     - Date     Condition        Report By
 LP0351  HISTORY     - 1963     MONUMENTED       USGS
 LP0351  HISTORY     - 1974     GOOD             USGS
 LP0351
 LP0351                          STATION DESCRIPTION
 LP0351
 LP0351'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (JCC)
 LP0351'THE STATION IS ON A LOW, BRUSH COVERED SAND DUNE, THE HIGHEST
 LP0351'POINT IN THE IMMEDIATE VICINITY.  IT IS ABOUT 14 MILES
 LP0351'WEST-NORTHWEST OF SALT LAKE CITY AND 8-1/2 MILES NORTH OF
 LP0351'MAGNA.
 LP0351'
 LP0351'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 68
 LP0351'AND U.S. HIGHWAY 40 IN THE WEST EDGE OF SALT LAKE CITY, GO
 LP0351'WEST ON U.S. HIGHWAY 40 FOR 5.0 MILES TO A PAVED SIDE ROAD
 LP0351'RIGHT, ABOUT 100 YARDS EAST OF A SMALL CONCRETE BRIDGE.  TURN
 LP0351'RIGHT AND GO NORTH ON PAVED ROAD FOR 0.85 MILE TO A T-ROAD
 LP0351'INTERSECTION.  TURN LEFT AND GO WEST ON GRAVELED ROAD FOR
 LP0351'0.8 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON
 LP0351'GRAVELED ROAD FOR 0.55 MILE TO A GATE.  PASS THROUGH GATE
 LP0351'AND CONTINUE NORTH ON GRAVELED ROAD FOR 1.1 MILES TO A GATE.
 LP0351'PASS THROUGH AND CONTINUE NORTH ON GRAVELED ROAD FOR 0.5
 LP0351'MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTHWEST ON
 LP0351'GRADED ROAD FOR 0.8 MILE TO TWO GATES AND SOME OLD
 LP0351'CORRALS.  PASS THROUGH GATES AND GO WEST AND NORTHWEST ON
 LP0351'GRADED ROAD FOR 2.4 MILES TO A GATE.  PASS THROUGH GATE AND
 LP0351'GO WEST FOR 1.3 MILES TO THE AZIMUTH MARK ON RIGHT.  CONTINUE
 LP0351'WESTERLY ON GRADED ROAD FOR 0.45 MILE TO A SMALL WOODEN BRIDGE.
 LP0351'CROSS BRIDGE, THEN TURN LEFT AND GO WEST FOR 0.05 MILE TO THE
 LP0351'TOP OF THE SAND DUNE AND THE STATION.
 LP0351'
 LP0351'STATION MARK IS A U.S. GEOLOGICAL BRONZE DISK, STAMPED SALT
 LP0351'1950, SET IN THE TOP OF A 4 INCH SQUARE CONCRETE POST FLUSH WITH
 LP0351'THE GROUND SURFACE.  IT IS 308 FEET WEST OF THE CENTERLINE OF A
 LP0351'GRADED ROAD.
 LP0351'
 LP0351'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SALT NO 1 USGS 1963
 LP0351'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 LP0351'INCHES.  IT IS 228 FEET WEST OF THE CENTERLINE OF THE ROAD AND
 LP0351'ABOUT 4 FEET LOWER THAN THE STATION.
 LP0351'
 LP0351'REFERENCE MARK 1 (USGS) IS A U.S. GEOLOGICAL BRONZE DISK,
 LP0351'STAMPED NO 1, SET IN THE TOP OF A 4 INCH SQUARE CONCRETE
 LP0351'POST PROJECTING 2 INCHES.  IT IS 306 FEET WEST OF THE CENTERLINE
 LP0351'OF THE ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 LP0351'
 LP0351'REFERENCE MARK 2 (USGS) IS A U.S. GEOLOGICAL BRONZE DISK,
 LP0351'STAMPED NO 2, SET IN THE TOP OF A 4 INCH SQUARE CONCRETE
 LP0351'POST PROJECTING 4 INCHES.  IT IS 57 FEET WEST OF THE CENTERLINE
 LP0351'OF THE ROAD AND ABOUT 6 FEET LOWER THAN THE STATION.
 LP0351'
 LP0351'AZIMUTH MARK IS A STANDARD DISK, STAMPED SALT USGS 1963, SET
 LP0351'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6
 LP0351'INCHES.  IT IS 19 FEET NORTH OF THE CENTERLINE OF THE GRADED
 LP0351'ROAD.
 LP0351'
 LP0351'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 LP0351
 LP0351                          STATION RECOVERY (1974)
 LP0351
 LP0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JRS)
 LP0351'THE STATION MARK, U.S. GEOLOGICAL SURVEY REFERENCE MARK 1,
 LP0351'U.S. GEOLOGICAL SURVEY REFERENCE MARK 2, REFERENCE MARK 1 AND
 LP0351'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 LP0351'CONDITION.  THE DISTANCE AND CARDINAL DIRECTION TO THE GEOLOGICAL
 LP0351'REFERENCE MARKS WERE FOUND REVERSED ON THE 1963 DATA.  SHORTER
 LP0351'DISTANCES OF 0.058 METER TO REFERENCE MARK 1, 0.019 METER TO
 LP0351'REFERENCE MARK 1 (USGS) AND 0.052 METER TO REFERENCE MARK 2
 LP0351'(USGS) WERE NOTED AND VERIFIED AT THIS DATE.  THE POINT MEASURED
 LP0351'TO ON THE U.S. GEOLOGICAL SURVEY REFERENCE MARKS WAS THE POINT
 LP0351'OF THE ARROW.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 LP0351'
 LP0351'THE STATION IS LOCATED ABOUT 14 MILES WEST-NORTHWEST OF SALT
 LP0351'LAKE CITY, 8.5 MILES NORTH OF MAGNA, ON A LOW BRUSH COVERED SAND
 LP0351'DUNE THAT IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY AND ON
 LP0351'PROPERTY OWNED BY MR. EDWARD LESLIE GILLMOR, 3819 SOUTH 20 EAST,
 LP0351'SALT LAKE CITY, PHONE NUMBER 278-8621 OR 359-2497.
 LP0351'
 LP0351'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 LP0351'STATE HIGHWAY 68 NEAR THE WEST SIDE OF SALT LAKE CITY GO WEST ON
 LP0351'U.S. HIGHWAY 40 FOR 4.3 MILES TO A SIDE ROAD LEFT, (5600
 LP0351'WEST).  CONTINUE WEST ON U.S. HIGHWAY 40 FOR 0.5 MILE TO AN
 LP0351'ANGLING SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH-NORTHWEST ON
 LP0351'THE GRAVELED ROAD FOR 0.8 MILE TO A T-INTERSECTION.  TURN LEFT
 LP0351'AND GO WEST ON THE GRAVELED ROAD FOR 0.7 MILE TO A GRAVELED SIDE
 LP0351'ROAD RIGHT.  TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR
 LP0351'1.6 MILES TO A GATE AND AN OLD SHACK ON THE RIGHT.  PASS THROUGH
 LP0351'THE GATE AND CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.4 MILE
 LP0351'TO A FORK.  TAKE THE LEFT FORK AND GO NORTHWESTERLY ON
 LP0351'THE BLADED ROAD FOR 1.6 MILES TO A CATTLEGUARD.  CONTINUE
 LP0351'NORTHWESTERLY ON THE DIRT ROAD FOR 0.5 MILE TO A CATTLEGUARD.
 LP0351'CONTINUE WESTERLY ON THE DIRT ROAD FOR 2.2 MILES TO THE AZIMUTH
 LP0351'MARK ON THE RIGHT.  CONTINUE WEST ON THE MAIN ROAD FOR 0.3 MILE TO
 LP0351'A SIDE ROAD LEFT.  CONTINUE AHEAD NORTHERLY ON THE MAIN ROAD FOR
 LP0351'0.1 MILE TO A DIM FORK ON THE LEFT.  CONTINUE NORTH ON THE
 LP0351'MAIN ROAD FOR 0.1 MILE TO A TRACK ROAD LEFT, JUST AFTER
 LP0351'CROSSING A BRIDGE.  TURN LEFT AND GO WEST ON THE TRACK ROAD FOR
 LP0351'0.1 MILE TO THE STATION ON THE TOP OF THE HIGHEST SAND DUNE IN
 LP0351'THE AREA.
 LP0351'
 LP0351'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK STAMPED
 LP0351'SALT 1950, SET IN THE TOP OF A 6-INCH SQUARE PRECAST CONCRETE
 LP0351'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 LP0351'307 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 2 FEET WEST OF
 LP0351'A METAL WITNESS POST AND ON THE HIGHEST POINT OF A NORTH-SOUTH
 LP0351'SAND DUNE.
 LP0351'
 LP0351'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SALT USGS NO 1 1963,
 LP0351'SET IN THE TOP OF AN IRREGULAR 12-INCH SQUARE CONCRETE MONUMENT
 LP0351'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 228 FEET
 LP0351'WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 136 FEET
 LP0351'NORTH-NORTHEAST OF A METAL WITNESS POST, AT THE EAST EDGE OF THE
 LP0351'NORTH-SOUTH SAND DUNE AND ABOUT 6 FEET LOWER THAN THE STATION.
 LP0351'
 LP0351'REFERENCE MARK 1 (USGS) IS A U.S GEOLOGICAL SURVEY BRONZE DISK
 LP0351'STAMPED NO. 1, SET IN THE TOP OF A 6-INCH SQUARE PRECAST CONCRETE
 LP0351'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LP0351'307 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 72 FEET SOUTH
 LP0351'OF THE METAL WITNESS POST AND ABOUT THE SAME ELEVATION AS THE
 LP0351'STATION.
 LP0351'
 LP0351'REFERENCE MARK 2 (USGS) IS A U.S. GEOLOGICAL SURVEY BRONZE DISK
 LP0351'STAMPED NO. 2, SET IN THE TOP OF A 6-INCH SQUARE PRECAST CONCRETE
 LP0351'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LP0351'249 FEET EAST OF THE METAL WITNESS POST, 56 FEET WEST OF THE
 LP0351'CENTER OF THE NORTH-SOUTH ROAD AND 29 FEET SOUTH OF THE CENTER OF
 LP0351'THE EAST-WEST TRACK ROAD AND ABOUT 10 FEET LOWER THAN THE STATION.
 LP0351'
 LP0351'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SALT USGS 1963, SET IN
 LP0351'THE TOP OF AN IRREGULAR 12-INCH SQUARE CONCRETE MONUMENT THAT
 LP0351'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 20 FEET NORTH OF
 LP0351'THE CENTER OF THE EAST-WEST DIRT ROAD AND 1.5 FEET SOUTH OF A
 LP0351'METAL WITNESS POST.
 LP0351'
 LP0351'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LP0351'8.5 MILES NORTH OF MAGNA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0488 ***********************************************************************
 LP0488  DESIGNATION -  SALT
 LP0488  PID         -  LP0488
 LP0488  STATE/COUNTY-  UT/TOOELE
 LP0488  COUNTRY     -  US
 LP0488  USGS QUAD   -  SALT MOUNTAIN (2017)
 LP0488
 LP0488                         *CURRENT SURVEY CONTROL
 LP0488  ______________________________________________________________________
 LP0488* NAD 83(1994) POSITION- 40 32 50.91634(N) 112 42 48.21846(W)   ADJUSTED
 LP0488* NAVD 88 ORTHO HEIGHT -  1848.5   (meters)     6065.    (feet) VERTCON3
 LP0488  ______________________________________________________________________
 LP0488  GEOID HEIGHT    -        -17.398 (meters)                     GEOID18
 LP0488  LAPLACE CORR    -         14.13  (seconds)                    DEFLEC18
 LP0488  HORZ ORDER      -  THIRD
 LP0488
 LP0488.The horizontal coordinates were established by classical geodetic methods
 LP0488.and adjusted by the National Geodetic Survey in November 1997.
 LP0488
 LP0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0488
 LP0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0488.GEOID18 height accuracy estimate available here.
 LP0488
 LP0488.Click photographs - Photos may exist for this station.
 LP0488
 LP0488.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0488
 LP0488. The following values were computed from the NAD 83(1994) position.
 LP0488
 LP0488;                    North         East     Units Scale Factor Converg.
 LP0488;SPC UT C     - 2,246,516.124   397,221.458   MT  0.99997610   -0 46 38.2
 LP0488;SPC UT C     - 7,370,444.98  1,303,217.40   sFT  0.99997610   -0 46 38.2
 LP0488;UTM  12      - 4,489,935.118   354,916.523   MT  0.99985910   -1 06 50.5
 LP0488
 LP0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0488!SPC UT C     -   0.99971285  x   0.99997610  =   0.99968895
 LP0488!UTM  12      -   0.99971285  x   0.99985910  =   0.99957199
 LP0488
 LP0488:                Primary Azimuth Mark                     Grid Az
 LP0488:SPC UT C     -  ONAQUI                                   054 22 34.2
 LP0488:UTM  12      -  ONAQUI                                   054 42 46.5
 LP0488
 LP0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK5491689935(NAD 83)
 LP0488
 LP0488|---------------------------------------------------------------------|
 LP0488| PID    Reference Object                     Distance      Geod. Az  |
 LP0488|                                                           dddmmss.s |
 LP0488| LP0487 ONAQUI                              APPROX.10.3 KM 0533556.0 |
 LP0488|---------------------------------------------------------------------|
 LP0488
 LP0488                          SUPERSEDED SURVEY CONTROL
 LP0488
 LP0488  NAD 83(1993)-  40 32 50.91001(N)    112 42 48.20958(W) AD(       ) 3
 LP0488  NAD 83(1986)-  40 32 50.90702(N)    112 42 48.20895(W) AD(       ) 3
 LP0488  NAD 27      -  40 32 51.11990(N)    112 42 45.33121(W) AD(       ) 3
 LP0488  NGVD 29 (07/19/86) 1847.4    (m)         6061.     (f) VERT ANG       
 LP0488
 LP0488.Superseded values are not recommended for survey control.
 LP0488
 LP0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0488.See file dsdata.pdf to determine how the superseded data were derived.
 LP0488
 LP0488_MARKER: DD = SURVEY DISK
 LP0488_SETTING: 66 = SET IN ROCK OUTCROP
 LP0488_STAMPING: SALT 1955
 LP0488_MARK LOGO: USGS
 LP0488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0488+STABILITY: POSITION/ELEVATION WELL
 LP0488
 LP0488  HISTORY     - Date     Condition        Report By
 LP0488  HISTORY     - 1955     MONUMENTED       USGS
 LP0488
 LP0488                          STATION DESCRIPTION
 LP0488
 LP0488'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LP0488'LOCATED ABOUT 12 MI. NE. OF IOSEPA RANCH, 12 MI. S. OF JUNCTION OF
 LP0488'U.S. HIGHWAY 40 AND RD. TO DUGWAY AND 3 MI. E. OF RD. TO DUGWAY,
 LP0488'ON HIGHEST S. TOP OF SALT MOUNTAIN.
 LP0488'
 LP0488'TO REACH FROM JUNCTION OF U.S. HIGHWAY 40 AND DUGWAY ROAD AT TIMPIE
 LP0488'SERVICE STATION, DRIVE S. 10.7 MI. TO DIRT CROSSROADS, AT TELEPHONE
 LP0488'LINE CROSSING, GO LEFT (SE.) 0.8 MI. TO WATER TROUGH, GO 0.3 MI. TO
 LP0488'DIM WASHED-OUT RD., TURN RIGHT (SE.) 1.2 MI. TO Y-RD., TURN RIGHT
 LP0488'(SW.) 0.1 MI. TO Y-RD., TURN LEFT (SW.) FOLLOWING TRAIL AND GO CROSS
 LP0488'COUNTRY, FOLLOWING LEFT VALLEY 1.3 MI.  PACK UP LEFT SIDE OF VALLEY
 LP0488'TO RIDGE AND ALONG RIDGE AND HILLSIDE TO HIGHEST S. TOP THAT CAN BE
 LP0488'SEEN FROM TOP OF RIDGE.  ABOUT 30 MINUTE PACK.
 LP0488'
 LP0488'STATION MARK--STANDARD TABLET STAMPED ---SALT 1955---, CEMENTED IN
 LP0488'ROCK OUTCROP 1-1/2 FT. BELOW HIGHEST PART OF TOP.
 LP0488'
 LP0488'REFERENCE MARK NO. 1--COPPER NAIL WITH WASHER IN TREE, 16.81 FT. FROM
 LP0488'STATION MARK, S 55 DEG 47 MIN W.
 LP0488'
 LP0488'REFERENCE MARK NO. 2--COPPER NAIL WITH WASHER IN TREE, 21.17 FT. FROM
 LP0488'STATION MARK, N 70 DEG 41 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0389 ***********************************************************************
 JN0389  DESIGNATION -  SALT
 JN0389  PID         -  JN0389
 JN0389  STATE/COUNTY-  UT/GRAND
 JN0389  COUNTRY     -  US
 JN0389  USGS QUAD   -  GREEN RIVER NE (2017)
 JN0389
 JN0389                         *CURRENT SURVEY CONTROL
 JN0389  ______________________________________________________________________
 JN0389* NAD 83(1994) POSITION- 38 57 07.72016(N) 110 04 23.71854(W)   ADJUSTED
 JN0389* NAVD 88 ORTHO HEIGHT -  1377.08  (+/-2cm)     4518.0   (feet) VERTCON3
 JN0389  ______________________________________________________________________
 JN0389  GEOID HEIGHT    -        -20.319 (meters)                     GEOID18
 JN0389  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 JN0389  HORZ ORDER      -  FIRST
 JN0389  VERT ORDER      -  THIRD ? (See Below)
 JN0389
 JN0389.The horizontal coordinates were established by classical geodetic methods
 JN0389.and adjusted by the National Geodetic Survey in November 1997.
 JN0389
 JN0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0389
 JN0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0389.GEOID18 height accuracy estimate available here.
 JN0389
 JN0389.The vertical order pertains to the NGVD 29 superseded value.
 JN0389
 JN0389.Click photographs - Photos may exist for this station.
 JN0389
 JN0389.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0389
 JN0389. The following values were computed from the NAD 83(1994) position.
 JN0389
 JN0389;                    North         East     Units Scale Factor Converg.
 JN0389;SPC UT C     - 2,069,687.912   623,673.789   MT  1.00001655   +0 54 50.2
 JN0389;SPC UT C     - 6,790,301.09  2,046,169.76   sFT  1.00001655   +0 54 50.2
 JN0389;UTM  12      - 4,311,874.333   580,303.233   MT  0.99967940   +0 34 57.5
 JN0389
 JN0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0389!SPC UT C     -   0.99978717  x   1.00001655  =   0.99980372
 JN0389!UTM  12      -   0.99978717  x   0.99967940  =   0.99946664
 JN0389
 JN0389:                Primary Azimuth Mark                     Grid Az
 JN0389:SPC UT C     -  SALT AZ MK                               117 19 36.7
 JN0389:UTM  12      -  SALT AZ MK                               117 39 29.4
 JN0389
 JN0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ8030311874(NAD 83)
 JN0389
 JN0389|---------------------------------------------------------------------|
 JN0389| PID    Reference Object                     Distance      Geod. Az  |
 JN0389|                                                           dddmmss.s |
 JN0389| CM7092 SALT RM 1                            15.253 METERS 09424     |
 JN0389| CM7091 SALT AZ MK                                         1181426.9 |
 JN0389| JN0388 GREEN RIVER US ARMY MET TOWER       APPROX. 1.1 KM 1963208.1 |
 JN0389| JN0401 GREEN RIVER UNION CARBIDE TANK      APPROX. 6.4 KM 2974225.2 |
 JN0389| JN0386 GREEN RIV WHITE SAND M RNG MST      APPROX. 4.1 KM 3135405.4 |
 JN0389| CM7093 SALT RM 2                             9.240 METERS 35807     |
 JN0389|---------------------------------------------------------------------|
 JN0389
 JN0389                          SUPERSEDED SURVEY CONTROL
 JN0389
 JN0389  NAD 83(1986)-  38 57 07.70819(N)    110 04 23.71290(W) AD(       ) 1
 JN0389  NAD 27      -  38 57 07.80900(N)    110 04 21.24800(W) AD(       ) 1
 JN0389  NGVD 29            1376.09   (m)         4514.7    (f) LEVELING    3  
 JN0389
 JN0389.Superseded values are not recommended for survey control.
 JN0389
 JN0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0389.See file dsdata.pdf to determine how the superseded data were derived.
 JN0389
 JN0389_MARKER: DS = TRIANGULATION STATION DISK
 JN0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0389_STAMPING: SALT 1937
 JN0389_MARK LOGO: CGS
 JN0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0389+STABILITY: SURFACE MOTION
 JN0389
 JN0389  HISTORY     - Date     Condition        Report By
 JN0389  HISTORY     - 1937     MONUMENTED       CGS
 JN0389  HISTORY     - 1964     GOOD             CGS
 JN0389  HISTORY     - 1966     GOOD             CGS
 JN0389  HISTORY     - 1970     GOOD             DOD
 JN0389  HISTORY     - 1974     GOOD             NGS
 JN0389
 JN0389                          STATION DESCRIPTION
 JN0389
 JN0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JN0389'THIS STATION IS LOCATED ABOUT 6.5 MILES AIRLINE E BY S OF GREEN
 JN0389'RIVER, UTAH.  IT IS AT THE HIGHEST POINT OF A CLAY RIDGE
 JN0389'PARALLELING AND ABOUT 4.5 MILES N OF SALT WASH.  RIDGE SLOPES
 JN0389'TO N AND HAS BLUFFS TO THE S.
 JN0389'
 JN0389'SURFACE, UNDERGROUND REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JN0389'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 JN0389'
 JN0389'AZIMUTH MARK IS LOCATED ON TOP OF A KNOLL ON SAME RIM AS STATION.
 JN0389'
 JN0389'TO REACH FROM GREEN RIVER, GO EASTWARD ON U.S. HIGHWAY 50, FOR
 JN0389'8.1 MILES OR 2.6 MILES EASTWARD OF POINT WHERE RAILROAD CROSSES
 JN0389'HIGHWAY TO A WIDE BEND IN THE HIGHWAY TO THE LEFT.  HERE LEAVE
 JN0389'HIGHWAY, BEAR RIGHT ACROSS COUNTRY TO RIM OF CLAY RIDGE.  THENCE
 JN0389'TURN RIGHT AND FOLLOW RIM, 2.3 MILES FROM HIGHWAY TO HIGHEST
 JN0389'POINT AND STATION.
 JN0389
 JN0389                          STATION RECOVERY (1964)
 JN0389
 JN0389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WER)
 JN0389'STATION AND BOTH R.M.S RECOVERED AND FOUND IN GOOD CONDITION,
 JN0389'SOLID IN PLACE.
 JN0389
 JN0389                          STATION RECOVERY (1966)
 JN0389
 JN0389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 JN0389'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 JN0389'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE
 JN0389'STATION FOLLOWS.
 JN0389'
 JN0389'TO REACH THE STATION FROM THE POST OFFICE IN GREEN RIVER, GO
 JN0389'NORTH ON BROADWAY FOR 0.1 MILE TO THE INTERSECTION OF U.S.
 JN0389'HIGHWAYS 6 AND 50 AND BROADWAY, TURN RIGHT AND GO EAST ON U.S.
 JN0389'HIGHWAYS 6 AND 50 FOR 4.75 MILE TO A RAILROAD UNDERPASS, CONTINUE
 JN0389'STRAIGHT AHEAD FOR 0.25 MILE TO A GRAVELED SIDE ROAD RIGHT, TURN
 JN0389'RIGHT AND GO SOUTH FOR 1.1 MILES TO THE CREST OF A RIDGE AND A
 JN0389'DIM CROSSROADS, TURN LEFT ON GRAVELED ROAD AND FOLLOW RIDGE
 JN0389'ROAD FOR 0.8 MILE TO THE HIGHEST POINT IN THE AREA AND THE STATION
 JN0389'ON THE RIGHT.
 JN0389'
 JN0389'TO REACH THE BENCH MARK FROM THE RAILROAD UNDERPASS, CONTINUE
 JN0389'STRAIGHT AHEAD ON U.S. HIGHWAYS 6 AND 50 FOR 2.0 MILES TO A DIM
 JN0389'TRACK ROAD ON THE RIGHT, CONTINUE EAST ON U.S. HIGHWAYS 6 AND 50
 JN0389'FOR 0.1 MILE TO A DIM TRACK ROAD ON THE LEFT, (SIGN FACING EAST
 JN0389'LEES SUNDRIES AND SUPPLIES ABOUT 75 FEET NORTH OF THE HIGHWAY)
 JN0389'TURN LEFT, NORTH, ON THE TRACK ROAD FOR 0.15 MILE TO A FORK,
 JN0389'TURN LEFT, WEST AND FOLLOW MAIN TRACK ROAD (KEEPING ABOUT 125
 JN0389'FEET SOUTH OF THE TRACKS UNTIL THE MAIN ROAD DEFINITELY BEARS
 JN0389'RIGHT TOWARDS THE TRACK) FOR 0.6 MILE TO THE MARK ON THE
 JN0389'LEFT.
 JN0389'
 JN0389'BENCH MARK A 16 IS A STANDARD DISK, STAMPED A 16 1927, SET IN THE
 JN0389'TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 4 INCHES
 JN0389'ABOVE THE GROUND.  IT IS 85 FEET WEST-SOUTHWEST OF A RAILROAD
 JN0389'MOTOR CAR PARKING, 59 FEET SOUTH OF THE CENTER OF THE RAILROAD
 JN0389'TRACK AND 30 FEET SOUTH OF THE CENTER OF THE TRACK ROAD.
 JN0389'
 JN0389'HEIGHT OF LIGHT ABOVE STATION MARK 66.20 FEET.
 JN0389'
 JN0389'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES ESE OF
 JN0389'GREEN RIVER
 JN0389
 JN0389                          STATION RECOVERY (1970)
 JN0389
 JN0389'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1970
 JN0389'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 JN0389'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  DUE TO ADDITIONAL
 JN0389'CONSTRUCTION IN THE LAUNCHING COMPLEX, A NEW DESCRIPTION TO
 JN0389'REACH THE STATION, FOLLOWS--
 JN0389'
 JN0389'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF GREEN RIVER
 JN0389'IN THE LAUNCHING COMPLEX OF THE WHITE SANDS MISSILE RANGE.
 JN0389'IT IS ON THE SOUTH EDGE OF A BARE AND SANDY EAST-WEST RIDGE.
 JN0389'
 JN0389'TO REACH THE STATION FROM THE POST OFFICE IN GREEN RIVER, GO
 JN0389'NORTH ON BROADWAY FOR 0.1 MILE TO THE INTERSECTION OF U.S.
 JN0389'HIGHWAYS 6 AND 50 AND BROADWAY.  TURN RIGHT AND GO EAST ON U.S.
 JN0389'HIGHWAYS 6 AND 50 FOR 4.75 MILES TO A RAILROAD UNDERPASS.
 JN0389'CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO A GRAVELED ROAD
 JN0389'INTERSECTING FROM THE SOUTH.  TURN RIGHT AND GO SOUTH ON A
 JN0389'GRAVELED ROAD FOR 0.9 MILE TO A GRAVEL ROAD INTERSECTING FROM
 JN0389'THE EAST.  TURN LEFT AND GO EAST ON GRAVELED ROAD PASSING
 JN0389'THROUGH A CYCLONE FENCE GATE AND UP A SMALL HILL FOR 0.4 MILE
 JN0389'TO A TELEMETRY SITE, BUILDING NO. S50300.  PASS THROUGH THE
 JN0389'SITE AND CONTINUE EAST ON DIRT ROAD FOR 0.4 MILE TO TOP OF
 JN0389'RIDGE AND SITE OF STATION.
 JN0389'
 JN0389'STATION MARK--A STANDARD USC AND GS DISK STAMPED--SALT 1937 SET
 JN0389'IN A 12-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT 9 INCHES
 JN0389'ABOVE GROUND.
 JN0389'
 JN0389'REFERENCE MARK NO. 1--A STANDARD USC AND GS DISK STAMPED--SALT
 JN0389'NO 1 1937 SET IN A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 JN0389'3 INCHES ABOVE GROUND, 15.363 METERS EAST OF THE STATION.
 JN0389'
 JN0389'REFERENCE MARK NO. 2--A STANDARD USC AND GS DISK STAMPED--SALT
 JN0389'NO 2 1937 SET IN A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 JN0389'6 INCHES ABOVE GROUND, 9.242 METERS NORTH OF THE STATION.
 JN0389'
 JN0389'NOTE--VISITATIONS TO THE STATION WILL REQUIRE THE PERMISSION
 JN0389'OF THE DIRECTOR, RANGE OPERATIONS, WHITE SANDS MISSILE RANGE,
 JN0389'NEW MEXICO 88002.
 JN0389
 JN0389                          STATION RECOVERY (1974)
 JN0389
 JN0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 JN0389'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 JN0389'RECOVERED AND FOUND IN GOOD CONDITION.  A DIFFERENCE IN DISTANCE
 JN0389'TO REFERENCE MARK 1 WAS NOTED.  ALL OTHER DISTANCES AND DIRECTIONS
 JN0389'COMPARED WITH THE OLD DATA.  A NEW DESCRIPTION FOLLOWS.
 JN0389'
 JN0389'THE STATION IS LOCATED ABOUT 5.5 MILES EAST-SOUTHEAST OF GREEN
 JN0389'RIVER, 1.6 MILES SOUTH OF U.S. HIGHWAYS 6 AND 50 AND ON PROPERTY
 JN0389'OWNED BY THE GREEN RIVER MISSILE COMPLEX.  PHONE NUMBER 801 567
 JN0389'2120 OR 567 2105.
 JN0389'
 JN0389'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JN0389'BROADWAY STREET IN GREEN RIVER GO EAST ON U.S. HIGHWAY 50 AND
 JN0389'6 FOR 4.6 MILES TO A RAILROAD UNDERPASS.  CONTINUE EAST ON
 JN0389'U.S. HIGHWAY 50 AND 6 FOR 0.3 MILE TO A SIDE ROAD RIGHT.  TURN
 JN0389'RIGHT AND GO SOUTH ON PAVED ROAD FOR 1.1 MILES TO A SIDE ROAD
 JN0389'LEFT.  TURN LEFT AND GO EAST ON GRAVELED ROAD FOR 0.2 MILE
 JN0389'TO A LOCKED GATE.  PASS THROUGH THE GATE AND CONTINUE EAST ON
 JN0389'GRAVELED ROAD FOR 0.25 MILE TO A RADAR SITE AND END OF
 JN0389'GRAVELED ROAD.  CONTINUE EAST ON TRACK ROAD FOR 0.4 MILE TO
 JN0389'THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK CONTINUE
 JN0389'EAST ON TRACK ROAD FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 JN0389'
 JN0389'THE STATION MARK IS A STANDARD DISK STAMPED SALT 1937, SET
 JN0389'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JN0389'12 INCHES ABOVE THE GROUND.  IT IS 110 FEET SOUTH OF A CONCRETE
 JN0389'POST, 14 FEET NORTHEAST OF A RIM OF RIDGE AND 4 FEET NORTHEAST
 JN0389'OF A METAL WITNESS POST.
 JN0389'
 JN0389'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SALT NO 1 1937,
 JN0389'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 JN0389'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 94 FEET SOUTHEAST
 JN0389'OF THE CONCRETE POST, 54.5 FEET NORTHEAST OF THE METAL WITNESS
 JN0389'POST AND 58 FEET NORTHEAST OF THE EDGE OF RIM.
 JN0389'
 JN0389'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SALT NO 2 1937, SET
 JN0389'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 10
 JN0389'INCHES ABOVE THE GROUND.  IT IS 89 FEET SOUTH-SOUTHWEST OF THE
 JN0389'CONCRETE POST, 30 FEET NORTH-NORTHWEST OF THE METAL WITNESS
 JN0389'POST AND 9 FEET WEST OF THE RIM OF RIDGE.
 JN0389'
 JN0389'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SALT 1937, SET
 JN0389'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JN0389'8 INCHES.  IT IS 15 FEET NORTH OF THE RIM OF RIDGE AND 2 FEET
 JN0389'NORTH OF A METAL WITNESS POST.
 JN0389'
 JN0389'HEIGHT OF LIGHT ABOVE STATION MARK 4.3 FEET.
 JN0389'
 JN0389'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES
 JN0389'EAST-SOUTHEAST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0498 ***********************************************************************
 JN0498  DESIGNATION -  SALT
 JN0498  PID         -  JN0498
 JN0498  STATE/COUNTY-  UT/EMERY
 JN0498  COUNTRY     -  US
 JN0498  USGS QUAD   -  SHORT CANYON (2017)
 JN0498
 JN0498                         *CURRENT SURVEY CONTROL
 JN0498  ______________________________________________________________________
 JN0498* NAD 83(1994) POSITION- 38 55 45.87279(N) 111 00 00.64874(W)   ADJUSTED
 JN0498* NAVD 88 ORTHO HEIGHT -  1882.5   (meters)     6176.    (feet) VERTCON3
 JN0498  ______________________________________________________________________
 JN0498  GEOID HEIGHT    -        -18.131 (meters)                     GEOID18
 JN0498  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 JN0498  HORZ ORDER      -  THIRD
 JN0498
 JN0498.The horizontal coordinates were established by classical geodetic methods
 JN0498.and adjusted by the National Geodetic Survey in November 1997.
 JN0498
 JN0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0498
 JN0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0498.GEOID18 height accuracy estimate available here.
 JN0498
 JN0498.Click photographs - Photos may exist for this station.
 JN0498
 JN0498.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0498
 JN0498. The following values were computed from the NAD 83(1994) position.
 JN0498
 JN0498;                    North         East     Units Scale Factor Converg.
 JN0498;SPC UT C     - 2,066,298.607   543,341.338   MT  1.00002268   +0 19 12.6
 JN0498;SPC UT C     - 6,779,181.35  1,782,612.37   sFT  1.00002268   +0 19 12.6
 JN0498;UTM  12      - 4,308,943.084   499,984.380   MT  0.99960000   -0 00 00.4
 JN0498
 JN0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0498!SPC UT C     -   0.99970757  x   1.00002268  =   0.99973024
 JN0498!UTM  12      -   0.99970757  x   0.99960000  =   0.99930768
 JN0498
 JN0498:                Primary Azimuth Mark                     Grid Az
 JN0498:SPC UT C     -  CEDAR RIDGE                              294 14 22.8
 JN0498:UTM  12      -  CEDAR RIDGE                              294 33 35.8
 JN0498
 JN0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ9998408943(NAD 83)
 JN0498
 JN0498|---------------------------------------------------------------------|
 JN0498| PID    Reference Object                     Distance      Geod. Az  |
 JN0498|                                                           dddmmss.s |
 JN0498| JN0339 CEDAR RIDGE                         APPROX. 7.4 KM 2943335.4 |
 JN0498|---------------------------------------------------------------------|
 JN0498
 JN0498                          SUPERSEDED SURVEY CONTROL
 JN0498
 JN0498  NAD 83(1986)-  38 55 45.86368(N)    111 00 00.64303(W) AD(       ) 3
 JN0498  NAD 27      -  38 55 45.94788(N)    110 59 58.04422(W) AD(       ) 3
 JN0498  NGVD 29 (07/19/86) 1881.4    (m)         6173.     (f) VERT ANG       
 JN0498
 JN0498.Superseded values are not recommended for survey control.
 JN0498
 JN0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0498.See file dsdata.pdf to determine how the superseded data were derived.
 JN0498
 JN0498
 JN0498  HISTORY     - Date     Condition        Report By
 JN0498  HISTORY     - 1952     MONUMENTED       USGS
 JN0498  HISTORY     - 1954     GOOD             USGS
 JN0498
 JN0498                          STATION DESCRIPTION
 JN0498
 JN0498'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JN0498'RECOVERED, ALL MARKS FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1148 ***********************************************************************
 LO1148  CBN         -  This is a Cooperative Base Network Control Station.
 LO1148  DESIGNATION -  SALT LAKE CBL 2000
 LO1148  PID         -  LO1148
 LO1148  STATE/COUNTY-  UT/SALT LAKE
 LO1148  COUNTRY     -  US
 LO1148  USGS QUAD   -  MIDVALE (2017)
 LO1148
 LO1148                         *CURRENT SURVEY CONTROL
 LO1148  ______________________________________________________________________
 LO1148* NAD 83(2011) POSITION- 40 30 41.98866(N) 111 53 29.50639(W)   ADJUSTED
 LO1148* NAD 83(2011) ELLIP HT-  1334.630 (meters)        (06/27/12)   ADJUSTED
 LO1148* NAD 83(2011) EPOCH   -  2010.00
 LO1148* NAVD 88 ORTHO HEIGHT -  1351.9   (meters)     4435.    (feet) GPS OBS
 LO1148  ______________________________________________________________________
 LO1148  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LO1148  GEOID HEIGHT    -         -16.94 (meters)                     GEOID93
 LO1148  GEOID HEIGHT    -        -17.211 (meters)                     GEOID18
 LO1148  NAD 83(2011) X  - -1,810,938.591 (meters)                     COMP
 LO1148  NAD 83(2011) Y  - -4,506,776.371 (meters)                     COMP
 LO1148  NAD 83(2011) Z  -  4,122,211.636 (meters)                     COMP
 LO1148  LAPLACE CORR    -          8.83  (seconds)                    DEFLEC18
 LO1148
 LO1148  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LO1148  Standards:
 LO1148         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LO1148            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LO1148  -------------------------------------------------------------------
 LO1148  NETWORK    1.68   2.80           0.79   0.53   1.43     -0.11930271
 LO1148  -------------------------------------------------------------------
 LO1148  Click here for local accuracies and other accuracy information.
 LO1148
 LO1148.The horizontal coordinates were established by GPS observations
 LO1148.and adjusted by the National Geodetic Survey in June 2012.
 LO1148
 LO1148.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LO1148.been affixed to the stable North American tectonic plate. See 
 LO1148.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LO1148
 LO1148.The horizontal coordinates are valid at the epoch date displayed above
 LO1148.which is a decimal equivalence of Year/Month/Day.
 LO1148
 LO1148.The orthometric height was determined by GPS observations and a
 LO1148.high-resolution geoid model.
 LO1148
 LO1148.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1148.GEOID18 height accuracy estimate available here.
 LO1148
 LO1148.Click photographs - Photos may exist for this station.
 LO1148
 LO1148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LO1148
 LO1148.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1148
 LO1148.The ellipsoidal height was determined by GPS observations
 LO1148.and is referenced to NAD 83.
 LO1148
 LO1148. The following values were computed from the NAD 83(2011) position.
 LO1148
 LO1148;                    North         East     Units Scale Factor Converg.
 LO1148;SPC UT C     - 2,241,914.828   466,817.815   MT  0.99996852   -0 15 02.9
 LO1148;SPC UT C     - 7,355,348.90  1,531,551.45   sFT  0.99996852   -0 15 02.9
 LO1148;UTM  12      - 4,484,931.124   424,469.865   MT  0.99967022   -0 34 45.0
 LO1148
 LO1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1148!SPC UT C     -   0.99979068  x   0.99996852  =   0.99975921
 LO1148!UTM  12      -   0.99979068  x   0.99967022  =   0.99946097
 LO1148
 LO1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2446984931(NAD 83)
 LO1148
 LO1148                          SUPERSEDED SURVEY CONTROL
 LO1148
 LO1148  NAD 83(2007)-  40 30 41.98837(N)    111 53 29.50708(W) AD(2002.00) 0
 LO1148  ELLIP H (02/10/07) 1334.646  (m)                       GP(2002.00)    
 LO1148  ELLIP H (11/14/01) 1334.668  (m)                       GP(       ) 4 2
 LO1148  NAD 83(1994)-  40 30 41.98746(N)    111 53 29.50561(W) AD(       ) B
 LO1148  ELLIP H (04/21/95) 1334.716  (m)                       GP(       ) 4 1
 LO1148
 LO1148.Superseded values are not recommended for survey control.
 LO1148
 LO1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1148.See file dsdata.pdf to determine how the superseded data were derived.
 LO1148
 LO1148_MARKER: Z = SEE DESCRIPTION
 LO1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO1148_STAMPING: PIER 8 1974
 LO1148_MARK LOGO: UT-035
 LO1148_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LO1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1148+STABILITY: SURFACE MOTION
 LO1148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO1148+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1993
 LO1148
 LO1148  HISTORY     - Date     Condition        Report By
 LO1148  HISTORY     - 1974     MONUMENTED       UT-035
 LO1148  HISTORY     - 19900621 GOOD             NGS
 LO1148  HISTORY     - 19931005 GOOD             NGS
 LO1148
 LO1148                          STATION DESCRIPTION
 LO1148
 LO1148'DESCRIBED BY SALT LAKE COUNTY UTAH 1974
 LO1148'THE BASE LINE IS LOCATED ON THE NORHTWEST SIDE OF DRAPER, ABOUT 30.6
 LO1148'KM (19 MI) SOUTH OF THE STATE CAPITOL BUILDING IN DOWNTOWN SALT LAKE
 LO1148'CITY AND 0.8 KM (0.5 MI) NORTHEAST OF THE UTAH STATE PRISON.  THE BASE
 LO1148'LINE LIES ALONG THE WEST SIDE OF INTERSTATE HIGHWAY 15, BETWEEN THE
 LO1148'INTERSTATE AND THE FRONTAGE ROAD (PONY EXPRESS ROAD).
 LO1148'
 LO1148'THE BASE LINE IS A NORTH-SIDE LINE WITH THE 0-METER POINT ON THE SOUTH
 LO1148'END. IT CONSISTS OF THE 0, 50, 150, 350, 600, 1000, 1500, AND 2000
 LO1148'METER POINTS.
 LO1148'
 LO1148'TO REACH THE 0-METER POINT FROM THE JUNCTION OF STATE HIGHWAY 71
 LO1148'(12300 SOUTH STREET) AND INTERSTATE HIGHWAY 15 (EXIT 294), GO WEST ON
 LO1148'STATE HIGHWAY 71 FOR 0.09 KM (0.06 MI) TO THE INTERSECTION OF PONY
 LO1148'EXPRESS ROAD ON THE LEFT. TURN LEFT ONTO PONY EXPRESS ROAD AND GO
 LO1148'SOUTH FOR 1.67 KM (1.04 MI) TO THE 2000-METER POINT ON THE LEFT.
 LO1148'CONTINUE SOUTH ON PONY EXPRESS ROAD, PASSING THE OTHER POINTS, FOR 2.0
 LO1148'KM (1.2 MI) TO THE 0-METER POINT ON THE LEFT.
 LO1148'
 LO1148'THERE ARE NO PHYSICAL DISKS DEFINING THE BASE LINE POINTS.  AT EACH
 LO1148'POINT THERE IS A 0.6 M (2 FT) DIAMETER CONCRETE POST, SET
 LO1148'APPROXIMATELY 2 M (7 FT) INTO THE GROUND, PROJECTING ABOUT 1.2 M (4
 LO1148'FT) ABOVE A RECTANGULAR CONCRETE BASE PAD.  THE POST AND BASE PAD ARE
 LO1148'PAINTED YELLOW.  ON THE TOP OF THE POST IS ANCHORED A 43 CM (17 IN)
 LO1148'SQUARE ALUMINUM PLATE, 1.9 CM (0.75 IN) THICK. THE CENTER OF THE HOLE
 LO1148'IN THIS ALUMINUM PLATE DEFINES THE POINT.  THIS HOLE SNUGLY ACCEPTS A
 LO1148'PARTIALLY THREADED PLUG, PROVIDED BY THE SALT LAKE COUNTY SURVEYORS
 LO1148'OFFICE.  WITH THE PLUG SCREWED INTO A STANDARD TRIBRACH AND THEN
 LO1148'PLACED IN THE HOLE, THE TRIBRACH IS AUTOMATICALLY COLLIMATED OVER THE
 LO1148'POINT.
 LO1148'
 LO1148'THE PLATE DEFINING THE 2000-METER POINT IS STAMPED--PIER 8 1974--. THE
 LO1148'POST PROJECTS 1.49 M (4.9 FT) ABOVE THE 1.88 M (6.2 FT) BY 1.55 M (5.1
 LO1148'FT) BASE PAD.  IT IS 0.3 M (1.0 FT) WEST OF A BARBED WIRE FENCE AND
 LO1148'10.2 M (33.5 FT) EAST OF THE CENTERLINE OF PONY EXPRESS ROAD.
 LO1148'
 LO1148'USER NOTES-- ELEVATIONS ARE FOR CBL USE ONLY.
 LO1148'
 LO1148'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE
 LO1148'SALT LAKE COUNTY SURVEYORS OFFICE.  FOR MORE INFORMATION CONTACT THE
 LO1148'OFFICE OF THE COUNTY SURVEYOR, 2001 SOUTH STATE, ROOM N1500, SALT LAKE
 LO1148'CITY, UTAH 84190-1350. TELEPHONE (801) 468-2028. OR CONTACT MR.
 LO1148'RICHARD S. COHEN, NOAA RC 325 BROADWAY, BOULDER, COLORADO 80303.
 LO1148'TELEPHONE (303) 497-6530.
 LO1148
 LO1148                          STATION RECOVERY (1990)
 LO1148
 LO1148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LO1148'MARK IS COMPONENT OF THE SALT LAKE CALIBRATION BASE LINE, LOCATED IN
 LO1148'THE NORTHWEST SIDE OF DRAPER, ABOUT 30.6 KM (19.01 MI) SOUTH OF THE
 LO1148'STATE CAPITOL BUILDING IN DOWNTOWN SALT LAKE CITY AND 0.8 KM
 LO1148'(0.50 MI) NORTHEAST OF THE UTAH STATE PRISON, BETWEEN THE SOUTHBOUND
 LO1148'LANES OF INTERSTATE HIGHWAY 15 AND THE FRONTAGE ROAD (PONY EXPRESS
 LO1148'ROAD) IN SECTION 36 T 3 S R 1 W (MIDVALE 7.5 MIN QUAD).
 LO1148'OWNERSHIP--CITY OF DRAPER.
 LO1148'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 71 (12300 SOUTH STREET)AND
 LO1148'INTERSTATE HIGHWAY 15 (EXIT 294) IN NORTHWEST DRAPER, GO WEST ON
 LO1148'STATE HIGHWAY 71 FOR 0.09 KM (0.06 MI) TO THE INTERSECTION OF PONY
 LO1148'EXPRESS ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 1.67 KM
 LO1148'(1.04 MI) TO THE MARK ON THE LEFT.
 LO1148'THERE IS NO PHYSICAL DISK DEFINING THIS MARK.  INSTEAD THERE IS A 0.6
 LO1148'M (1.97 FT) DIAMETER CONCRETE POST, SET APPROXIMATELY 2 M (6.56 FT)
 LO1148'INTO THE GROUND, PROJECTING 1.49 M (4.89 FT) ABOVE A 1.88 M (6.17 FT)
 LO1148'BY 1.55 M (5.09 FT) CONCRETE BASE PAD.  BOTH THE POST AND BASE PAD ARE
 LO1148'PAINTED YELLOW.  ON TOP OF THE POST IS ANCHORED A 43 CM (17 IN)SQUARE
 LO1148'ALUMINUM PLATE, 1.9 CM (0.75 IN) THICK.  THE CENTER OF THE HOLE IN
 LO1148'THIS ALUMINUM PLATE DEFINES THE SURVEY POINT.  THIS HOLE SNUGLY
 LO1148'ACCEPTS A PARTIALLY THREADED PLUG, PROVIDED BY THE OFFICE OF THE SALT
 LO1148'LAKE COUNTY SURVEYOR. WITH THE PLUG SCREWED INTO A STANDARD TRIBRACH
 LO1148'AND THEN PLACED IN THE HOLE, THE TRIBRACH IS AUTOMATICALLY COLLIMATED
 LO1148'OVER THE DEFINED POINT.
 LO1148'THE CONCRETE POST IS 0.3 M (0.98 FT) WEST OF A BARBED WIRE FENCE AND
 LO1148'10.2 M (33.46 FT) EAST OF THE CENTERLINE OF PONY EXPRESS ROAD.
 LO1148'FOR MORE INFORMATION CONTACT THE OFFICE OF THE SALT LAKE COUNTY
 LO1148'SURVEYOR, 2001 SOUTH STATE, ROOM N1500, SALT LAKE CITY, UTAH
 LO1148'84190-1350. TELEPHONE 801-468-2028.  OR CONTACT MR. RICHARD S. COHEN,
 LO1148'NOAA, RC 325 BROADWAY, BOULDER, COLORADO 80303.  TELPHONE
 LO1148'303-497-6530.
 LO1148
 LO1148                          STATION RECOVERY (1993)
 LO1148
 LO1148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 LO1148'STATION IS LOCATED ABOUT 30 KM (18.65 MI) SOUTH OF SALT LAKE CITY, IN
 LO1148'DRAPER, BETWEEN THE WEST FRONTAGE ROAD AND INTERSTATE HIGHWAY 15, AT
 LO1148'THE NORTH END OF A SHALLOW CURVE, ACROSS THE ROAD FROM THE STATE
 LO1148'PRISON AND THE NORTH POINT LONE PEAK FACILITY.  OWNERSHIP--STATE
 LO1148'DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE UNDERPASS AT THE
 LO1148'JUNCTION OF INTERSTATE HIGHWAY 15 AND STATE HIGHWAY 140 (EXIT 291) AT
 LO1148'BLUFFDALE, GO WEST ON HIGHWAY 140 FOR 0.20 KM (0.10 MI) TO THE
 LO1148'FRONTAGE ROAD JUNCTION.  TURN RIGHT, NORTH, ON FRONTAGE ROAD FOR 0.66
 LO1148'KM (0.40 MI) TO THE STATE PRISON ENTRANCE ON THE LEFT.  CONTINUE AHEAD
 LO1148'FOR 3.24 KM (2.00 MI) TO THE STATION ON THE RIGHT. STATION MARK IS THE
 LO1148'CENTER OF A 20 MM HOLE IN A PERMANENT METAL PLATE SET IN THE TOP OF A
 LO1148'40 CM ROUND CONCRETE POST PROJECTING 1.2 M (3.9 FT) ABOVE GROUND (HOLE
 LO1148'IS STANDARD SIZE FOR TRIPOD SCREW).  IT IS 8.2 M (26.9 FT) EAST OF,
 LO1148'AND 1 M (3.3 FT) HIGHER THAN THE ROAD CENTER, 4.7 M (15.4 FT) WEST
 LO1148'OFTHE INTERSTATE HIGHWAY RIGHT-OF-WAY FENCE, 3.1 M (10.2 FT) WEST OF
 LO1148'THE CENTER OF A CONCRETE-LINED DITCH, AND 42 M (137.8 FT) SOUTH OF THE
 LO1148'CENTER OF THE ENTRANCE TO THE NORTH POINT FACILITY. DESCRIBED BY
 LO1148'G.R.HEID
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0586 ***********************************************************************
 LO0586  DESIGNATION -  SALT LAKE CITY
 LO0586  PID         -  LO0586
 LO0586  STATE/COUNTY-  UT/SALT LAKE
 LO0586  COUNTRY     -  US
 LO0586  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0586
 LO0586                         *CURRENT SURVEY CONTROL
 LO0586  ______________________________________________________________________
 LO0586* NAD 83(1986) POSITION- 40 45 40.44   (N) 111 53 28.20   (W)   HD_HELD1
 LO0586* NAVD 88 ORTHO HEIGHT -  1301.139 (meters)     4268.82  (feet) ADJUSTED
 LO0586  ______________________________________________________________________
 LO0586  GEOID HEIGHT    -        -16.827 (meters)                     GEOID18
 LO0586  DYNAMIC HEIGHT  -       1300.103 (meters)     4265.42  (feet) COMP
 LO0586  MODELED GRAVITY -    979,783.9   (mgal)                       NAVD 88
 LO0586
 LO0586  VERT ORDER      -  SECOND    CLASS 0
 LO0586
 LO0586.The horizontal coordinates were determined by differentially corrected
 LO0586.hand held GPS observations or other comparable positioning techniques
 LO0586.and have an estimated accuracy of +/- 3 meters.
 LO0586
 LO0586.The orthometric height was determined by differential leveling and
 LO0586.adjusted by the NATIONAL GEODETIC SURVEY
 LO0586.in June 1991.
 LO0586
 LO0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0586.GEOID18 height accuracy estimate available here.
 LO0586
 LO0586.Click photographs - Photos may exist for this station.
 LO0586
 LO0586.The dynamic height is computed by dividing the NAVD 88
 LO0586.geopotential number by the normal gravity value computed on the
 LO0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0586.degrees latitude (g = 980.6199 gals.).
 LO0586
 LO0586.The modeled gravity was interpolated from observed gravity values.
 LO0586
 LO0586;                    North         East    Units  Estimated Accuracy
 LO0586;SPC UT C     - 2,269,628.3     466,969.8     MT  (+/- 3 meters HH1 GPS) 
 LO0586
 LO0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2478112634(NAD 83)
 LO0586
 LO0586                          SUPERSEDED SURVEY CONTROL
 LO0586
 LO0586  NGVD 29 (??/??/92) 1300.188  (m)         4265.70   (f) ADJ UNCH    2 0
 LO0586
 LO0586.Superseded values are not recommended for survey control.
 LO0586
 LO0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0586.See file dsdata.pdf to determine how the superseded data were derived.
 LO0586
 LO0586_MARKER: DB = BENCH MARK DISK
 LO0586_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LO0586_SP_SET: LANDING
 LO0586_STAMPING: 4265.864 SALT LAKE CITY 1934
 LO0586_MARK LOGO: CGS
 LO0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0586
 LO0586  HISTORY     - Date     Condition        Report By
 LO0586  HISTORY     - 1934     MONUMENTED       CGS
 LO0586  HISTORY     - 1945     GOOD             CGS
 LO0586  HISTORY     - 20030919 GOOD             USPSQD
 LO0586  HISTORY     - 20131004 GOOD             INDIV
 LO0586
 LO0586                          STATION DESCRIPTION
 LO0586
 LO0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LO0586'IN SALT LAKE CITY, SALT LAKE COUNTY, AT THE POST OFFICE, AT THE EAST
 LO0586'ENTRANCE, IN THE TOP OF THE LANDING, BETWEEN THE NORTH AND SOUTH
 LO0586'STEPS, AND 6 INCHES EAST OF THE EAST WALL.  A STANDARD DISK, STAMPED
 LO0586'SALT LAKE CITY 1934.
 LO0586
 LO0586                          STATION RECOVERY (2003)
 LO0586
 LO0586'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 LO0586'RECOVERED IN GOOD CONDITION.
 LO0586
 LO0586                          STATION RECOVERY (2013)
 LO0586
 LO0586'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JEC)
 LO0586'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0932 ***********************************************************************
 LO0932  DESIGNATION -  SALT LAKE CITY AM BLOCK CO TK
 LO0932  PID         -  LO0932
 LO0932  STATE/COUNTY-  UT/SALT LAKE
 LO0932  COUNTRY     -  US
 LO0932  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0932
 LO0932                         *CURRENT SURVEY CONTROL
 LO0932  ______________________________________________________________________
 LO0932* NAD 83(1994) POSITION- 40 44 11.02583(N) 111 56 42.43134(W)   ADJUSTED
 LO0932  ______________________________________________________________________
 LO0932  GEOID HEIGHT    -        -17.089 (meters)                     GEOID18
 LO0932  LAPLACE CORR    -          5.05  (seconds)                    DEFLEC18
 LO0932  HORZ ORDER      -  THIRD
 LO0932
 LO0932.The horizontal coordinates were established by classical geodetic methods
 LO0932.and adjusted by the National Geodetic Survey in November 1997.
 LO0932
 LO0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0932.GEOID18 height accuracy estimate available here.
 LO0932
 LO0932.Click photographs - Photos may exist for this station.
 LO0932
 LO0932.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0932
 LO0932. The following values were computed from the NAD 83(1994) position.
 LO0932
 LO0932;                    North         East     Units Scale Factor Converg.
 LO0932;SPC UT C     - 2,266,891.414   462,400.260   MT  1.00002264   -0 17 06.5
 LO0932;SPC UT C     - 7,437,292.91  1,517,058.19   sFT  1.00002264   -0 17 06.5
 LO0932;UTM  12      - 4,509,924.737   420,197.599   MT  0.99967838   -0 37 00.5
 LO0932
 LO0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2019709924(NAD 83)
 LO0932
 LO0932                          SUPERSEDED SURVEY CONTROL
 LO0932
 LO0932  NAD 83(1993)-  40 44 11.02567(N)    111 56 42.43053(W) AD(       ) 3
 LO0932  NAD 83(1986)-  40 44 11.01511(N)    111 56 42.42293(W) AD(       ) 3
 LO0932  NAD 27      -  40 44 11.20831(N)    111 56 39.64831(W) AD(       ) 3
 LO0932
 LO0932.Superseded values are not recommended for survey control.
 LO0932
 LO0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0932.See file dsdata.pdf to determine how the superseded data were derived.
 LO0932
 LO0932_MARKER: 51 = TANK
 LO0932
 LO0932  HISTORY     - Date     Condition        Report By
 LO0932  HISTORY     - 1962     FIRST OBSERVED   CGS
 LO0932
 LO0932                          STATION DESCRIPTION
 LO0932
 LO0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0932'STATION IS THE CENTER OF THE TOP OF THE TANK, WHICH IS ABOUT
 LO0932'125 FEET IN HEIGHT, PAINTED RED WITH A WHITE BAND AROUND THE
 LO0932'CENTER.  IT HAS AMERICAN BLOCK CO. PAINTED IN THE CENTER BAND.
 LO0932'IT IS LOCATED ABOUT 4 MILES SOUTHWEST OF THE STATE CAPITOL
 LO0932'BUILDING IN SALT LAKE CITY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1008 ***********************************************************************
 LO1008  DESIGNATION -  SALT LAKE CITY AZIMUTH
 LO1008  PID         -  LO1008
 LO1008  STATE/COUNTY-  UT/SALT LAKE
 LO1008  COUNTRY     -  US
 LO1008  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO1008
 LO1008                         *CURRENT SURVEY CONTROL
 LO1008  ______________________________________________________________________
 LO1008* NAD 83(1994) POSITION- 40 46 10.51711(N) 111 53 29.54336(W)   ADJUSTED
 LO1008* NAVD 88 ORTHO HEIGHT -  1412.    (meters)     4633.    (feet) SCALED
 LO1008  ______________________________________________________________________
 LO1008  GEOID HEIGHT    -        -16.799 (meters)                     GEOID18
 LO1008  LAPLACE CORR    -         12.09  (seconds)                    DEFLEC18
 LO1008  HORZ ORDER      -  THIRD
 LO1008
 LO1008.The horizontal coordinates were established by classical geodetic methods
 LO1008.and adjusted by the National Geodetic Survey in November 1997.
 LO1008
 LO1008.The orthometric height was scaled from a topographic map.
 LO1008
 LO1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1008.GEOID18 height accuracy estimate available here.
 LO1008
 LO1008.Click photographs - Photos may exist for this station.
 LO1008
 LO1008.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1008
 LO1008. The following values were computed from the NAD 83(1994) position.
 LO1008
 LO1008;                    North         East     Units Scale Factor Converg.
 LO1008;SPC UT C     - 2,270,556.256   466,942.323   MT  1.00003195   -0 15 02.9
 LO1008;SPC UT C     - 7,449,316.65  1,531,959.94   sFT  1.00003195   -0 15 02.9
 LO1008;UTM  12      - 4,513,561.950   424,759.181   MT  0.99966968   -0 34 56.0
 LO1008
 LO1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1008!SPC UT C     -   0.99978120  x   1.00003195  =   0.99981314
 LO1008!UTM  12      -   0.99978120  x   0.99966968  =   0.99945095
 LO1008
 LO1008:                Primary Azimuth Mark                     Grid Az
 LO1008:SPC UT C     -  CITY CREEK                               012 18 03.5
 LO1008:UTM  12      -  CITY CREEK                               012 37 56.6
 LO1008
 LO1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2475913561(NAD 83)
 LO1008
 LO1008|---------------------------------------------------------------------|
 LO1008| PID    Reference Object                     Distance      Geod. Az  |
 LO1008|                                                           dddmmss.s |
 LO1008| LO1006 CITY CREEK                          APPROX. 4.3 KM 0120300.6 |
 LO1008| LO1000 SALT LAKE CITY TEMPLE W SPIRE       107.593 METERS 33019     |
 LO1008| LO1002 SALT LAKE CITY TEMPLE E SPIRE        93.625 METERS 35521     |
 LO1008|---------------------------------------------------------------------|
 LO1008
 LO1008                          SUPERSEDED SURVEY CONTROL
 LO1008
 LO1008  NAD 83(1993)-  40 46 10.51617(N)    111 53 29.54319(W) AD(       ) 3
 LO1008  NAD 83(1986)-  40 46 10.50471(N)    111 53 29.53453(W) AD(       ) 3
 LO1008  NAD 27      -  40 46 10.70127(N)    111 53 26.76496(W) AD(       ) 3
 LO1008  USSD        -  40 46 11.57400(N)    111 53 27.34300(W) AD(       ) 3
 LO1008
 LO1008.Superseded values are not recommended for survey control.
 LO1008
 LO1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1008.See file dsdata.pdf to determine how the superseded data were derived.
 LO1008
 LO1008
 LO1008  HISTORY     - Date     Condition        Report By
 LO1008  HISTORY     - 1893     MONUMENTED       CGS
 LO1008  HISTORY     - 1942     MARK NOT FOUND   CGS
 LO1008
 LO1008                          STATION DESCRIPTION
 LO1008
 LO1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (LAM)
 LO1008'LOCALITY FOUND PLANTED IN LAWN IN OCTOBER 1942.  NO TRACE OF
 LO1008'SURFACE MARK FOUND.  UNDERGROUND MARK NOT SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0995 ***********************************************************************
 LO0995  DESIGNATION -  SALT LAKE CITY CO BLDG SPIRE
 LO0995  PID         -  LO0995
 LO0995  STATE/COUNTY-  UT/SALT LAKE
 LO0995  COUNTRY     -  US
 LO0995  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0995
 LO0995                         *CURRENT SURVEY CONTROL
 LO0995  ______________________________________________________________________
 LO0995* NAD 83(1994) POSITION- 40 45 34.42982(N) 111 53 12.43413(W)   ADJUSTED
 LO0995  ______________________________________________________________________
 LO0995  GEOID HEIGHT    -        -16.810 (meters)                     GEOID18
 LO0995  LAPLACE CORR    -         10.90  (seconds)                    DEFLEC18
 LO0995  HORZ ORDER      -  THIRD
 LO0995
 LO0995.The horizontal coordinates were established by classical geodetic methods
 LO0995.and adjusted by the National Geodetic Survey in November 1997.
 LO0995
 LO0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0995.GEOID18 height accuracy estimate available here.
 LO0995
 LO0995.Click photographs - Photos may exist for this station.
 LO0995
 LO0995.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0995
 LO0995. The following values were computed from the NAD 83(1994) position.
 LO0995
 LO0995;                    North         East     Units Scale Factor Converg.
 LO0995;SPC UT C     - 2,269,441.301   467,338.765   MT  1.00002911   -0 14 52.0
 LO0995;SPC UT C     - 7,445,658.67  1,533,260.60   sFT  1.00002911   -0 14 52.0
 LO0995;UTM  12      - 4,512,445.124   425,149.028   MT  0.99966896   -0 34 44.4
 LO0995
 LO0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2514912445(NAD 83)
 LO0995
 LO0995                          SUPERSEDED SURVEY CONTROL
 LO0995
 LO0995  NAD 83(1993)-  40 45 34.42941(N)    111 53 12.43410(W) AD(       ) 3
 LO0995  NAD 83(1986)-  40 45 34.41726(N)    111 53 12.42932(W) AD(       ) 3
 LO0995  NAD 27      -  40 45 34.61077(N)    111 53 09.66190(W) AD(       ) 3
 LO0995
 LO0995.Superseded values are not recommended for survey control.
 LO0995
 LO0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0995.See file dsdata.pdf to determine how the superseded data were derived.
 LO0995
 LO0995_MARKER: 89 = SPIRE
 LO0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0995+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2003
 LO0995
 LO0995  HISTORY     - Date     Condition        Report By
 LO0995  HISTORY     - 1962     FIRST OBSERVED   CGS
 LO0995  HISTORY     - 1973     GOOD             NGS
 LO0995  HISTORY     - 20030921 GOOD             USPSQD
 LO0995
 LO0995                          STATION DESCRIPTION
 LO0995
 LO0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0995'STATION IS THE TOP CENTER OF THE SPIRE ON TOP OF THE CITY AND
 LO0995'COUNTY BUILDING IN SALT LAKE CITY.  THE BUILDING IS AT 24TH
 LO0995'STREET AND GRANT AVENUE.
 LO0995
 LO0995                          STATION RECOVERY (1973)
 LO0995
 LO0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0995'THE SALT LAKE CITY AND COUNTY BUILDING SPIRE 1962, WAS VISITED AND
 LO0995'RECOVERED AS DESCRIBED IN 1962.
 LO0995
 LO0995                          STATION RECOVERY (2003)
 LO0995
 LO0995'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 LO0995'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AJ6822 ***********************************************************************
 AJ6822  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ6822  DESIGNATION -  SALT LAKE CITY CORS ARP
 AJ6822  CORS_ID     -  SLCU
 AJ6822  PID         -  AJ6822
 AJ6822  STATE/COUNTY-  UT/SALT LAKE
 AJ6822  COUNTRY     -  US
 AJ6822  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 AJ6822
 AJ6822                         *CURRENT SURVEY CONTROL
 AJ6822  ______________________________________________________________________
 AJ6822* NAD 83(2011) POSITION- 40 46 19.80240(N) 111 57 17.85180(W)   ADJUSTED
 AJ6822* NAD 83(2011) ELLIP HT-  1278.544 (meters)        (04/??/25)   ADJUSTED
 AJ6822* NAD 83(2011) EPOCH   -  2010.00
 AJ6822  ______________________________________________________________________
 AJ6822  GEOID HEIGHT    -        -17.044 (meters)                     GEOID18
 AJ6822  NAD 83(2011) X  - -1,808,864.839 (meters)                     COMP
 AJ6822  NAD 83(2011) Y  - -4,487,250.439 (meters)                     COMP
 AJ6822  NAD 83(2011) Z  -  4,144,130.142 (meters)                     COMP
 AJ6822
 AJ6822  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ6822  Standards:
 AJ6822         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ6822            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ6822  -------------------------------------------------------------------
 AJ6822  NETWORK    0.92   1.38           0.33   0.41   0.70     -0.25226100
 AJ6822  -------------------------------------------------------------------
 AJ6822
 AJ6822.The coordinates were established by GPS observations
 AJ6822.and adjusted by the National Geodetic Survey in April 2025.
 AJ6822
 AJ6822.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ6822.been affixed to the stable North American Tectonic Plate. 
 AJ6822
 AJ6822.The coordinates are valid at the epoch date displayed above
 AJ6822.which is a decimal equivalence of Year/Month/Day.
 AJ6822
 AJ6822.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AJ6822.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AJ6822.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AJ6822.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AJ6822.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AJ6822.published epoch of 2010.00.
 AJ6822
 AJ6822.Additional information on MYCS is available at:
 AJ6822.https://geodesy.noaa.gov/CORS/index.shtml
 AJ6822
 AJ6822.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ6822.GEOID18 height accuracy estimate available here.
 AJ6822
 AJ6822.The PID for the CORS L1 Phase Center is DH7204.
 AJ6822
 AJ6822.Click photographs - Photos may exist for this station.
 AJ6822
 AJ6822.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ6822
 AJ6822.The ellipsoidal height was determined by GPS observations
 AJ6822.and is referenced to NAD 83.
 AJ6822
 AJ6822. The following values were computed from the NAD 83(2011) position.
 AJ6822
 AJ6822;                    North         East     Units Scale Factor Converg.
 AJ6822;SPC UT C     - 2,270,868.023   461,589.361   MT  1.00003269   -0 17 29.2
 AJ6822;SPC UT C     - 7,450,339.51  1,514,397.76   sFT  1.00003269   -0 17 29.2
 AJ6822;UTM  12      - 4,513,904.590   419,410.027   MT  0.99967994   -0 37 25.2
 AJ6822
 AJ6822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6822!SPC UT C     -   0.99979948  x   1.00003269  =   0.99983217
 AJ6822!UTM  12      -   0.99979948  x   0.99967994  =   0.99947949
 AJ6822
 AJ6822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1941013904(NAD 83)
 AJ6822
 AJ6822                          SUPERSEDED SURVEY CONTROL
 AJ6822
 AJ6822  NAD 83(2011)-  40 46 19.80249(N)    111 57 17.85193(W) AD(2010.00) c
 AJ6822  ELLIP H (06/??/19) 1278.546  (m)                       GP(2010.00) c c
 AJ6822  NAD 83(2011)-  40 46 19.80253(N)    111 57 17.85189(W) AD(2010.00) c
 AJ6822  NAD 83(2011)-  40 46 19.80254(N)    111 57 17.85189(W) AD(2010.00) c
 AJ6822  ELLIP H (08/??/11) 1278.541  (m)                       GP(2010.00) c c
 AJ6822  NAD 83(CORS)-  40 46 19.80218(N)    111 57 17.85195(W) AD(2002.00) c
 AJ6822  ELLIP H (08/??/07) 1278.618  (m)                       GP(2002.00) c c
 AJ6822  NAD 83(2007)-  40 46 19.80223(N)    111 57 17.85203(W) AD(2002.00) c
 AJ6822  NAD 83(CORS)-  40 46 19.80223(N)    111 57 17.85203(W) AD(2002.00) c
 AJ6822  ELLIP H (03/??/02) 1278.585  (m)                       GP(2002.00) c c
 AJ6822  NAD 83(CORS)-  40 46 19.80253(N)    111 57 17.85224(W) AD(1997.00) c
 AJ6822  ELLIP H (11/??/01) 1278.566  (m)                       GP(1997.00) c c
 AJ6822
 AJ6822.Superseded values are not recommended for survey control.
 AJ6822
 AJ6822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6822.See file dsdata.pdf to determine how the superseded data were derived.
 AJ6822
 AJ6822_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ6822
 AJ6822                          STATION DESCRIPTION
 AJ6822
 AJ6822'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AJ6822'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AJ6822'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AJ6822'AND LOG FILES ACCESSIBLE AT:
 AJ6822'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1014 ***********************************************************************
 LO1014  DESIGNATION -  SALT LAKE CITY ENVIROTECH TANK
 LO1014  PID         -  LO1014
 LO1014  STATE/COUNTY-  UT/SALT LAKE
 LO1014  COUNTRY     -  US
 LO1014  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO1014
 LO1014                         *CURRENT SURVEY CONTROL
 LO1014  ______________________________________________________________________
 LO1014* NAD 83(1994) POSITION- 40 45 47.99805(N) 111 54 11.18289(W)   ADJUSTED
 LO1014  ______________________________________________________________________
 LO1014  GEOID HEIGHT    -        -16.881 (meters)                     GEOID18
 LO1014  LAPLACE CORR    -         10.21  (seconds)                    DEFLEC18
 LO1014  HORZ ORDER      -  THIRD
 LO1014
 LO1014.The horizontal coordinates were established by classical geodetic methods
 LO1014.and adjusted by the National Geodetic Survey in November 1997.
 LO1014
 LO1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1014.GEOID18 height accuracy estimate available here.
 LO1014
 LO1014.Click photographs - Photos may exist for this station.
 LO1014
 LO1014.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1014
 LO1014. The following values were computed from the NAD 83(1994) position.
 LO1014
 LO1014;                    North         East     Units Scale Factor Converg.
 LO1014;SPC UT C     - 2,269,865.933   465,962.637   MT  1.00003017   -0 15 29.6
 LO1014;SPC UT C     - 7,447,051.82  1,528,745.75   sFT  1.00003017   -0 15 29.6
 LO1014;UTM  12      - 4,512,877.553   423,775.873   MT  0.99967151   -0 35 22.9
 LO1014
 LO1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2377512877(NAD 83)
 LO1014
 LO1014                          SUPERSEDED SURVEY CONTROL
 LO1014
 LO1014  NAD 83(1993)-  40 45 47.99760(N)    111 54 11.18307(W) AD(       ) 3
 LO1014  NAD 83(1986)-  40 45 47.98575(N)    111 54 11.17742(W) AD(       ) 3
 LO1014  NAD 27      -  40 45 48.17936(N)    111 54 08.40565(W) AD(       ) 3
 LO1014
 LO1014.Superseded values are not recommended for survey control.
 LO1014
 LO1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1014.See file dsdata.pdf to determine how the superseded data were derived.
 LO1014
 LO1014_MARKER: 53 = ELEVATED TANK
 LO1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO1014+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2003
 LO1014
 LO1014  HISTORY     - Date     Condition        Report By
 LO1014  HISTORY     - 1973     FIRST OBSERVED   NGS
 LO1014  HISTORY     - 20030921 GOOD             USPSQD
 LO1014
 LO1014                          STATION DESCRIPTION
 LO1014
 LO1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO1014'THE POINT INTERSECTED WAS THE FINIAL KNOB ATOP THE SALT LAKE
 LO1014'CITY, ENVIROTECH RESEARCH CENTER, WATER TANK THAT IS LOCATED
 LO1014'ON THE ROOF OF A FOUR STORY BUILDING IN THE NORTHWEST ANGLE OF
 LO1014'THE INTERSECTION OF 400 WEST AND 300 SOUTH IN SALT LAKE CITY.  THE
 LO1014'TANK IS CYLINDRICAL IN SHAPE, SUPPORTED BY FOUR STRUCTURAL STEEL
 LO1014'LEGS AND IS PAINTED WHITE WITH THE NAME ENVIROTECH CENTER IN
 LO1014'BLUE.
 LO1014
 LO1014                          STATION RECOVERY (2003)
 LO1014
 LO1014'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 LO1014'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1019 ***********************************************************************
 LO1019  DESIGNATION -  SALT LAKE CITY FAA ARTC TWR
 LO1019  PID         -  LO1019
 LO1019  STATE/COUNTY-  UT/SALT LAKE
 LO1019  COUNTRY     -  US
 LO1019  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO1019
 LO1019                         *CURRENT SURVEY CONTROL
 LO1019  ______________________________________________________________________
 LO1019* NAD 83(1994) POSITION- 40 47 08.86754(N) 111 57 09.34585(W)   ADJUSTED
 LO1019  ______________________________________________________________________
 LO1019  GEOID HEIGHT    -        -17.010 (meters)                     GEOID18
 LO1019  LAPLACE CORR    -          5.50  (seconds)                    DEFLEC18
 LO1019  HORZ ORDER      -  THIRD
 LO1019
 LO1019.The horizontal coordinates were established by classical geodetic methods
 LO1019.and adjusted by the National Geodetic Survey in November 1997.
 LO1019
 LO1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1019.GEOID18 height accuracy estimate available here.
 LO1019
 LO1019.Click photographs - Photos may exist for this station.
 LO1019
 LO1019.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1019
 LO1019. The following values were computed from the NAD 83(1994) position.
 LO1019
 LO1019;                    North         East     Units Scale Factor Converg.
 LO1019;SPC UT C     - 2,272,380.563   461,796.498   MT  1.00003662   -0 17 23.7
 LO1019;SPC UT C     - 7,455,301.90  1,515,077.34   sFT  1.00003662   -0 17 23.7
 LO1019;UTM  12      - 4,515,415.367   419,625.857   MT  0.99967951   -0 37 20.3
 LO1019
 LO1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1962515415(NAD 83)
 LO1019
 LO1019                          SUPERSEDED SURVEY CONTROL
 LO1019
 LO1019  NAD 83(1993)-  40 47 08.86694(N)    111 57 09.34614(W) AD(       ) 3
 LO1019  NAD 83(1986)-  40 47 08.85570(N)    111 57 09.33920(W) AD(       ) 3
 LO1019  NAD 27      -  40 47 09.05193(N)    111 57 06.56143(W) AD(       ) 3
 LO1019
 LO1019.Superseded values are not recommended for survey control.
 LO1019
 LO1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1019.See file dsdata.pdf to determine how the superseded data were derived.
 LO1019
 LO1019_MARKER: 53 = ELEVATED TANK
 LO1019
 LO1019  HISTORY     - Date     Condition        Report By
 LO1019  HISTORY     - 1973     FIRST OBSERVED   NGS
 LO1019
 LO1019                          STATION DESCRIPTION
 LO1019
 LO1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO1019'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE SALT LAKE CITY,
 LO1019'FEDERAL AVIATION ADMINISTRATION, AIR ROUTE TRAFFIC CONTROL CENTER,
 LO1019'TOWER THAT IS LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION
 LO1019'OF 700 NORTH AND 2200 WEST IN SALT LAKE CITY.  IT IS A FOUR LEGGED
 LO1019'STRUCTURAL STEEL TOWER, PAINTED IN ALTERNATE BANDS OF RED AND
 LO1019'WHITE WITH TWO FAN SHAPED ANTENNAS LOCATED AT THE TOP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1013 ***********************************************************************
 LO1013  DESIGNATION -  SALT LAKE CITY HARDWARE CO TK
 LO1013  PID         -  LO1013
 LO1013  STATE/COUNTY-  UT/SALT LAKE
 LO1013  COUNTRY     -  US
 LO1013  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO1013
 LO1013                         *CURRENT SURVEY CONTROL
 LO1013  ______________________________________________________________________
 LO1013* NAD 83(1994) POSITION- 40 46 19.49067(N) 111 54 10.14366(W)   ADJUSTED
 LO1013  ______________________________________________________________________
 LO1013  GEOID HEIGHT    -        -16.850 (meters)                     GEOID18
 LO1013  LAPLACE CORR    -         11.10  (seconds)                    DEFLEC18
 LO1013  HORZ ORDER      -  THIRD
 LO1013
 LO1013.The horizontal coordinates were established by classical geodetic methods
 LO1013.and adjusted by the National Geodetic Survey in November 1997.
 LO1013
 LO1013.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1013.GEOID18 height accuracy estimate available here.
 LO1013
 LO1013.Click photographs - Photos may exist for this station.
 LO1013
 LO1013.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1013
 LO1013. The following values were computed from the NAD 83(1994) position.
 LO1013
 LO1013;                    North         East     Units Scale Factor Converg.
 LO1013;SPC UT C     - 2,270,837.299   465,991.387   MT  1.00003267   -0 15 28.9
 LO1013;SPC UT C     - 7,450,238.71  1,528,840.08   sFT  1.00003267   -0 15 28.9
 LO1013;UTM  12      - 4,513,848.386   423,810.230   MT  0.99967145   -0 35 22.6
 LO1013
 LO1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2381013848(NAD 83)
 LO1013
 LO1013                          SUPERSEDED SURVEY CONTROL
 LO1013
 LO1013  NAD 83(1993)-  40 46 19.49038(N)    111 54 10.14373(W) AD(       ) 3
 LO1013  NAD 83(1986)-  40 46 19.47916(N)    111 54 10.13804(W) AD(       ) 3
 LO1013  NAD 27      -  40 46 19.67290(N)    111 54 07.36692(W) AD(       ) 3
 LO1013
 LO1013.Superseded values are not recommended for survey control.
 LO1013
 LO1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1013.See file dsdata.pdf to determine how the superseded data were derived.
 LO1013
 LO1013_MARKER: 53 = ELEVATED TANK
 LO1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO1013+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2003
 LO1013
 LO1013  HISTORY     - Date     Condition        Report By
 LO1013  HISTORY     - 1973     FIRST OBSERVED   NGS
 LO1013  HISTORY     - 20030921 GOOD             USPSQD
 LO1013  HISTORY     - 20241102 GOOD             NGSTM
 LO1013
 LO1013                          STATION DESCRIPTION
 LO1013
 LO1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO1013'THE POINT INTERSECTED WAS THE FINIAL KNOB ATOP THE SALT LAKE CITY
 LO1013'HARDWARE COMPANY, WATER TANK THAT IS LOCATED ON THE ROOF OF A
 LO1013'FIVE STORY BUILDING AT 4TH WEST AND 105 NORTH IN SALT LAKE
 LO1013'CITY.  THE TANK IS CYLINDRICAL IN SHAPE, SUPPORTED BY THREE
 LO1013'STRUCTURAL STEEL LEGS AND IS PAINTED ALUMINUM IN COLOR.
 LO1013
 LO1013                          STATION RECOVERY (2003)
 LO1013
 LO1013'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 LO1013'RECOVERED IN GOOD CONDITION.
 LO1013
 LO1013                          STATION RECOVERY (2024)
 LO1013
 LO1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2024 (DW)
 LO1013'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0994 ***********************************************************************
 LO0994  DESIGNATION -  SALT LAKE CITY HOTEL UTAH FLAG
 LO0994  PID         -  LO0994
 LO0994  STATE/COUNTY-  UT/SALT LAKE
 LO0994  COUNTRY     -  US
 LO0994  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0994
 LO0994                         *CURRENT SURVEY CONTROL
 LO0994  ______________________________________________________________________
 LO0994* NAD 83(1994) POSITION- 40 46 11.35899(N) 111 53 25.79122(W)   ADJUSTED
 LO0994  ______________________________________________________________________
 LO0994  GEOID HEIGHT    -        -16.792 (meters)                     GEOID18
 LO0994  LAPLACE CORR    -         12.22  (seconds)                    DEFLEC18
 LO0994  HORZ ORDER      -  THIRD
 LO0994
 LO0994.The horizontal coordinates were established by classical geodetic methods
 LO0994.and adjusted by the National Geodetic Survey in November 1997.
 LO0994
 LO0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0994.GEOID18 height accuracy estimate available here.
 LO0994
 LO0994.Click photographs - Photos may exist for this station.
 LO0994
 LO0994.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0994
 LO0994. The following values were computed from the NAD 83(1994) position.
 LO0994
 LO0994;                    North         East     Units Scale Factor Converg.
 LO0994;SPC UT C     - 2,270,581.842   467,030.434   MT  1.00003202   -0 15 00.5
 LO0994;SPC UT C     - 7,449,400.59  1,532,249.02   sFT  1.00003202   -0 15 00.5
 LO0994;UTM  12      - 4,513,587.017   424,847.406   MT  0.99966952   -0 34 53.5
 LO0994
 LO0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2484713587(NAD 83)
 LO0994
 LO0994                          SUPERSEDED SURVEY CONTROL
 LO0994
 LO0994  NAD 83(1993)-  40 46 11.35822(N)    111 53 25.79181(W) AD(       ) 3
 LO0994  NAD 83(1986)-  40 46 11.34586(N)    111 53 25.78628(W) AD(       ) 3
 LO0994  NAD 27      -  40 46 11.53990(N)    111 53 23.01552(W) AD(       ) 3
 LO0994
 LO0994.Superseded values are not recommended for survey control.
 LO0994
 LO0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0994.See file dsdata.pdf to determine how the superseded data were derived.
 LO0994
 LO0994_MARKER: 62 = FLAGPOLE
 LO0994
 LO0994  HISTORY     - Date     Condition        Report By
 LO0994  HISTORY     - 1962     FIRST OBSERVED   CGS
 LO0994  HISTORY     - 20030921 MARK NOT FOUND   USPSQD
 LO0994  HISTORY     - 20060616 GOOD             GEOCAC
 LO0994
 LO0994                          STATION DESCRIPTION
 LO0994
 LO0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0994'STATION IS THE FLAGPOLE ON TOP OF THE HOTEL UTAH IN SALT LAKE
 LO0994'CITY.  THE FLAGPOLE IS ON THE DOME ON THE HIGHEST PART OF THE
 LO0994'HOTEL.  IT IS AT THE INTERSECTION OF W TEMPLE ST. AND S TEMPLE ST.
 LO0994
 LO0994                          STATION RECOVERY (2003)
 LO0994
 LO0994'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 LO0994'THE HOTEL IS THERE BUT THE FLAG POLE IS NOT THERE.
 LO0994
 LO0994                          STATION RECOVERY (2006)
 LO0994
 LO0994'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 LO0994'GEOCAC FIRST REPORT.
 LO0994'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0864 ***********************************************************************
 LO0864  DESIGNATION -  SALT LAKE CITY INTST BRICK STK
 LO0864  PID         -  LO0864
 LO0864  STATE/COUNTY-  UT/SALT LAKE
 LO0864  COUNTRY     -  US
 LO0864  USGS QUAD   -  SUGAR HOUSE (2017)
 LO0864
 LO0864                         *CURRENT SURVEY CONTROL
 LO0864  ______________________________________________________________________
 LO0864* NAD 83(1994) POSITION- 40 42 11.85103(N) 111 51 35.53435(W)   ADJUSTED
 LO0864  ______________________________________________________________________
 LO0864  GEOID HEIGHT    -        -16.782 (meters)                     GEOID18
 LO0864  LAPLACE CORR    -         11.90  (seconds)                    DEFLEC18
 LO0864  HORZ ORDER      -  THIRD
 LO0864
 LO0864.The horizontal coordinates were established by classical geodetic methods
 LO0864.and adjusted by the National Geodetic Survey in November 1997.
 LO0864
 LO0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0864.GEOID18 height accuracy estimate available here.
 LO0864
 LO0864.Click photographs - Photos may exist for this station.
 LO0864
 LO0864.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0864
 LO0864. The following values were computed from the NAD 83(1994) position.
 LO0864
 LO0864;                    North         East     Units Scale Factor Converg.
 LO0864;SPC UT C     - 2,263,182.810   469,586.512   MT  1.00001370   -0 13 49.9
 LO0864;SPC UT C     - 7,425,125.60  1,540,635.08   sFT  1.00001370   -0 13 49.9
 LO0864;UTM  12      - 4,506,175.986   427,359.827   MT  0.99966495   -0 33 38.8
 LO0864
 LO0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2735906175(NAD 83)
 LO0864
 LO0864                          SUPERSEDED SURVEY CONTROL
 LO0864
 LO0864  NAD 83(1993)-  40 42 11.85135(N)    111 51 35.53429(W) AD(       ) 3
 LO0864  NAD 83(1986)-  40 42 11.83933(N)    111 51 35.53012(W) AD(       ) 3
 LO0864  NAD 27      -  40 42 12.02931(N)    111 51 32.76749(W) AD(       ) 3
 LO0864
 LO0864.Superseded values are not recommended for survey control.
 LO0864
 LO0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0864.See file dsdata.pdf to determine how the superseded data were derived.
 LO0864
 LO0864_MARKER: 63 = STACK
 LO0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LO0864+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2011
 LO0864
 LO0864  HISTORY     - Date     Condition        Report By
 LO0864  HISTORY     - 1973     FIRST OBSERVED   NGS
 LO0864  HISTORY     - 20110623 GOOD             GEOCAC
 LO0864
 LO0864                          STATION DESCRIPTION
 LO0864
 LO0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0864'THE POINT INTERSECTED WAS THE TOP CENTER OF THE SALT LAKE CITY
 LO0864'INTERSTATE BRICK COMPANY, STACK THAT IS LOCATED NEAR THE
 LO0864'INTERSECTION OF 1100 EAST AND 3100 SOUTH IN SALT LAKE CITY.  THE
 LO0864'STACK IS CONSTRUCTED OF BRICK, SQUARE IN SHAPE AND 215 FEET IN
 LO0864'HEIGHT WITH A LIGHTNING ROD AT THE TOP OF EACH OF THE FOUR
 LO0864'CORNERS.
 LO0864
 LO0864                          STATION RECOVERY (2011)
 LO0864
 LO0864'RECOVERY NOTE BY GEOCACHING 2011 (BRB)
 LO0864'RECOVERED IN GOOD CONDITION. THE STACK IS NOW AN HISTORICAL MONUMENT
 LO0864'AND ALL THAT REMAINS OF THE BRICKYARD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1011 ***********************************************************************
 LO1011  DESIGNATION -  SALT LAKE CITY LDS CH BLDG LT
 LO1011  PID         -  LO1011
 LO1011  STATE/COUNTY-  UT/SALT LAKE
 LO1011  COUNTRY     -  US
 LO1011  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO1011
 LO1011                         *CURRENT SURVEY CONTROL
 LO1011  ______________________________________________________________________
 LO1011* NAD 83(1994) POSITION- 40 46 15.64556(N) 111 53 21.49422(W)   ADJUSTED
 LO1011  ______________________________________________________________________
 LO1011  GEOID HEIGHT    -        -16.781 (meters)                     GEOID18
 LO1011  LAPLACE CORR    -         12.62  (seconds)                    DEFLEC18
 LO1011  HORZ ORDER      -  THIRD
 LO1011
 LO1011.The horizontal coordinates were established by classical geodetic methods
 LO1011.and adjusted by the National Geodetic Survey in November 1997.
 LO1011
 LO1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1011.GEOID18 height accuracy estimate available here.
 LO1011
 LO1011.Click photographs - Photos may exist for this station.
 LO1011
 LO1011.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1011
 LO1011. The following values were computed from the NAD 83(1994) position.
 LO1011
 LO1011;                    North         East     Units Scale Factor Converg.
 LO1011;SPC UT C     - 2,270,713.634   467,131.785   MT  1.00003236   -0 14 57.8
 LO1011;SPC UT C     - 7,449,832.98  1,532,581.53   sFT  1.00003236   -0 14 57.8
 LO1011;UTM  12      - 4,513,718.172   424,949.481   MT  0.99966933   -0 34 50.8
 LO1011
 LO1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2494913718(NAD 83)
 LO1011
 LO1011                          SUPERSEDED SURVEY CONTROL
 LO1011
 LO1011  NAD 83(1993)-  40 46 15.64504(N)    111 53 21.49441(W) AD(       ) 3
 LO1011  NAD 83(1986)-  40 46 15.63284(N)    111 53 21.48902(W) AD(       ) 3
 LO1011  NAD 27      -  40 46 15.82607(N)    111 53 18.71989(W) AD(       ) 3
 LO1011
 LO1011.Superseded values are not recommended for survey control.
 LO1011
 LO1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1011.See file dsdata.pdf to determine how the superseded data were derived.
 LO1011
 LO1011
 LO1011  HISTORY     - Date     Condition        Report By
 LO1011  HISTORY     - 1973     FIRST OBSERVED   NGS
 LO1011  HISTORY     - 20030921 GOOD             USPSQD
 LO1011
 LO1011                          STATION DESCRIPTION
 LO1011
 LO1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO1011'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE LATTER DAY
 LO1011'SAINTS, GENERAL CHURCH OFFICE BUILDING THAT IS LOCATED AT THE
 LO1011'INTERSECTION OF NORTH TEMPLE AND STATE STREET IN SALT LAKE
 LO1011'CITY.  THE BUILDING IS THE TALLEST STRUCTURE IN SALT LAKE CITY
 LO1011'WITH A HEIGHT OF 420 FEET.
 LO1011
 LO1011                          STATION RECOVERY (2003)
 LO1011
 LO1011'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 LO1011'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1005 ***********************************************************************
 LO1005  DESIGNATION -  SALT LAKE CITY MICROWAVE STA
 LO1005  PID         -  LO1005
 LO1005  STATE/COUNTY-  UT/SALT LAKE
 LO1005  COUNTRY     -  US
 LO1005  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO1005
 LO1005                         *CURRENT SURVEY CONTROL
 LO1005  ______________________________________________________________________
 LO1005* NAD 83(1994) POSITION- 40 48 26.37558(N) 111 53 30.64454(W)   ADJUSTED
 LO1005  ______________________________________________________________________
 LO1005  GEOID HEIGHT    -        -16.629 (meters)                     GEOID18
 LO1005  LAPLACE CORR    -         19.36  (seconds)                    DEFLEC18
 LO1005  HORZ ORDER      -  THIRD
 LO1005
 LO1005.The horizontal coordinates were established by classical geodetic methods
 LO1005.and adjusted by the National Geodetic Survey in November 1997.
 LO1005
 LO1005.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1005.GEOID18 height accuracy estimate available here.
 LO1005
 LO1005.Click photographs - Photos may exist for this station.
 LO1005
 LO1005.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1005
 LO1005. The following values were computed from the NAD 83(1994) position.
 LO1005
 LO1005;                    North         East     Units Scale Factor Converg.
 LO1005;SPC UT C     - 2,274,747.336   466,934.858   MT  1.00004295   -0 15 03.6
 LO1005;SPC UT C     - 7,463,066.88  1,531,935.45   sFT  1.00004295   -0 15 03.6
 LO1005;UTM  12      - 4,517,751.462   424,775.968   MT  0.99966965   -0 34 58.3
 LO1005
 LO1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2477517751(NAD 83)
 LO1005
 LO1005                          SUPERSEDED SURVEY CONTROL
 LO1005
 LO1005  NAD 83(1993)-  40 48 26.37494(N)    111 53 30.64535(W) AD(       ) 3
 LO1005  NAD 83(1986)-  40 48 26.36300(N)    111 53 30.64021(W) AD(       ) 3
 LO1005  NAD 27      -  40 48 26.55767(N)    111 53 27.86949(W) AD(       ) 3
 LO1005
 LO1005.Superseded values are not recommended for survey control.
 LO1005
 LO1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1005.See file dsdata.pdf to determine how the superseded data were derived.
 LO1005
 LO1005_MARKER: 93 = MICROWAVE ANTENNA ON BUILDING
 LO1005
 LO1005  HISTORY     - Date     Condition        Report By
 LO1005  HISTORY     - 1962     FIRST OBSERVED   CGS
 LO1005  HISTORY     - 1973     GOOD             NGS
 LO1005
 LO1005                          STATION DESCRIPTION
 LO1005
 LO1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO1005'STATION IS THE CENTER OF THE BUILDING, WHICH IS ABOUT 10
 LO1005'BY 15 FEET.  THE BUILDING HAS A RELAY ANTENNA ON TOP.  THIS
 LO1005'STATION WAS NOT VISITED.
 LO1005'
 LO1005'IT IS LOCATED ON A BARE RIDGE ABOUT 2 MILES NORTH OF THE
 LO1005'STATE CAPITOL BUILDING IN SALT LAKE CITY.
 LO1005
 LO1005                          STATION RECOVERY (1973)
 LO1005
 LO1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO1005'THE SALT LAKE CITY MICROWAVE RELAY STATION 1962, WAS VISITED AND
 LO1005'RECOVERED AS DESCRIBED IN 1962.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0949 ***********************************************************************
 LO0949  DESIGNATION -  SALT LAKE CITY RAD KSXX E MAST
 LO0949  PID         -  LO0949
 LO0949  STATE/COUNTY-  UT/SALT LAKE
 LO0949  COUNTRY     -  US
 LO0949  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0949
 LO0949                         *CURRENT SURVEY CONTROL
 LO0949  ______________________________________________________________________
 LO0949* NAD 83(1994) POSITION- 40 41 33.32383(N) 111 55 26.92096(W)   ADJUSTED
 LO0949  ______________________________________________________________________
 LO0949  GEOID HEIGHT    -        -17.090 (meters)                     GEOID18
 LO0949  LAPLACE CORR    -          6.55  (seconds)                    DEFLEC18
 LO0949  HORZ ORDER      -  THIRD
 LO0949
 LO0949.The horizontal coordinates were established by classical geodetic methods
 LO0949.and adjusted by the National Geodetic Survey in November 1997.
 LO0949
 LO0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0949.GEOID18 height accuracy estimate available here.
 LO0949
 LO0949.Click photographs - Photos may exist for this station.
 LO0949
 LO0949.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0949
 LO0949. The following values were computed from the NAD 83(1994) position.
 LO0949
 LO0949;                    North         East     Units Scale Factor Converg.
 LO0949;SPC UT C     - 2,262,018.179   464,148.967   MT  1.00001088   -0 16 18.1
 LO0949;SPC UT C     - 7,421,304.64  1,522,795.40   sFT  1.00001088   -0 16 18.1
 LO0949;UTM  12      - 4,505,043.134   421,917.517   MT  0.99967504   -0 36 09.3
 LO0949
 LO0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2191705043(NAD 83)
 LO0949
 LO0949                          SUPERSEDED SURVEY CONTROL
 LO0949
 LO0949  NAD 83(1993)-  40 41 33.32368(N)    111 55 26.92046(W) AD(       ) 3
 LO0949  NAD 83(1986)-  40 41 33.31178(N)    111 55 26.91481(W) AD(       ) 3
 LO0949  NAD 27      -  40 41 33.50184(N)    111 55 24.14438(W) AD(       ) 3
 LO0949
 LO0949.Superseded values are not recommended for survey control.
 LO0949
 LO0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0949.See file dsdata.pdf to determine how the superseded data were derived.
 LO0949
 LO0949_MARKER: 42 = RADIO/TV MAST
 LO0949
 LO0949  HISTORY     - Date     Condition        Report By
 LO0949  HISTORY     - 1973     FIRST OBSERVED   NGS
 LO0949
 LO0949                          STATION DESCRIPTION
 LO0949
 LO0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0949'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE SALT LAKE CITY,
 LO0949'EAST RADIO MAST, KSXX THAT IS LOCATED NEAR THE INTERSECTION OF
 LO0949'1280 WEST AND 3620 SOUTH IN SALT LAKE CITY.  THE MAST IS TRIANGULAR
 LO0949'IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE AND
 LO0949'IS ABOUT 250 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0951 ***********************************************************************
 LO0951  DESIGNATION -  SALT LAKE CITY RAD KSXX W MAST
 LO0951  PID         -  LO0951
 LO0951  STATE/COUNTY-  UT/SALT LAKE
 LO0951  COUNTRY     -  US
 LO0951  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0951
 LO0951                         *CURRENT SURVEY CONTROL
 LO0951  ______________________________________________________________________
 LO0951* NAD 83(1994) POSITION- 40 41 33.34724(N) 111 55 31.38863(W)   ADJUSTED
 LO0951  ______________________________________________________________________
 LO0951  GEOID HEIGHT    -        -17.094 (meters)                     GEOID18
 LO0951  LAPLACE CORR    -          6.42  (seconds)                    DEFLEC18
 LO0951  HORZ ORDER      -  THIRD
 LO0951
 LO0951.The horizontal coordinates were established by classical geodetic methods
 LO0951.and adjusted by the National Geodetic Survey in November 1997.
 LO0951
 LO0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0951.GEOID18 height accuracy estimate available here.
 LO0951
 LO0951.Click photographs - Photos may exist for this station.
 LO0951
 LO0951.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0951
 LO0951. The following values were computed from the NAD 83(1994) position.
 LO0951
 LO0951;                    North         East     Units Scale Factor Converg.
 LO0951;SPC UT C     - 2,262,019.400   464,044.073   MT  1.00001088   -0 16 21.0
 LO0951;SPC UT C     - 7,421,308.65  1,522,451.26   sFT  1.00001088   -0 16 21.0
 LO0951;UTM  12      - 4,505,044.959   421,812.667   MT  0.99967524   -0 36 12.2
 LO0951
 LO0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2181205044(NAD 83)
 LO0951
 LO0951                          SUPERSEDED SURVEY CONTROL
 LO0951
 LO0951  NAD 83(1993)-  40 41 33.34711(N)    111 55 31.38810(W) AD(       ) 3
 LO0951  NAD 83(1986)-  40 41 33.33525(N)    111 55 31.38241(W) AD(       ) 3
 LO0951  NAD 27      -  40 41 33.52486(N)    111 55 28.61228(W) AD(       ) 3
 LO0951
 LO0951.Superseded values are not recommended for survey control.
 LO0951
 LO0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0951.See file dsdata.pdf to determine how the superseded data were derived.
 LO0951
 LO0951_MARKER: 42 = RADIO/TV MAST
 LO0951
 LO0951  HISTORY     - Date     Condition        Report By
 LO0951  HISTORY     - 1973     FIRST OBSERVED   NGS
 LO0951
 LO0951                          STATION DESCRIPTION
 LO0951
 LO0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0951'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE SALT LAKE CITY,
 LO0951'WEST RADIO MAST, KSSX THAT IS LOCATED NEAR THE INTERSECTION OF
 LO0951'1280 WEST AND 3620 SOUTH IN SALT LAKE CITY.  THE MAST IS TRIANGULAR
 LO0951'IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE AND
 LO0951'IS ABOUT 250 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1017 ***********************************************************************
 LO1017  DESIGNATION -  SALT LAKE CITY RAD KLUB E MAST
 LO1017  PID         -  LO1017
 LO1017  STATE/COUNTY-  UT/SALT LAKE
 LO1017  COUNTRY     -  US
 LO1017  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO1017
 LO1017                         *CURRENT SURVEY CONTROL
 LO1017  ______________________________________________________________________
 LO1017* NAD 83(1994) POSITION- 40 49 06.58171(N) 111 55 55.31300(W)   ADJUSTED
 LO1017  ______________________________________________________________________
 LO1017  GEOID HEIGHT    -        -16.868 (meters)                     GEOID18
 LO1017  LAPLACE CORR    -          8.76  (seconds)                    DEFLEC18
 LO1017  HORZ ORDER      -  THIRD
 LO1017
 LO1017.The horizontal coordinates were established by classical geodetic methods
 LO1017.and adjusted by the National Geodetic Survey in November 1997.
 LO1017
 LO1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1017.GEOID18 height accuracy estimate available here.
 LO1017
 LO1017.Click photographs - Photos may exist for this station.
 LO1017
 LO1017.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1017
 LO1017. The following values were computed from the NAD 83(1994) position.
 LO1017
 LO1017;                    North         East     Units Scale Factor Converg.
 LO1017;SPC UT C     - 2,276,003.245   463,549.883   MT  1.00004629   -0 16 36.3
 LO1017;SPC UT C     - 7,467,187.31  1,520,829.91   sFT  1.00004629   -0 16 36.3
 LO1017;UTM  12      - 4,519,026.500   421,399.587   MT  0.99967604   -0 36 33.4
 LO1017
 LO1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2139919026(NAD 83)
 LO1017
 LO1017                          SUPERSEDED SURVEY CONTROL
 LO1017
 LO1017  NAD 83(1993)-  40 49 06.58105(N)    111 55 55.31358(W) AD(       ) 3
 LO1017  NAD 83(1986)-  40 49 06.56828(N)    111 55 55.30583(W) AD(       ) 3
 LO1017  NAD 27      -  40 49 06.76464(N)    111 55 52.53039(W) AD(       ) 3
 LO1017
 LO1017.Superseded values are not recommended for survey control.
 LO1017
 LO1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1017.See file dsdata.pdf to determine how the superseded data were derived.
 LO1017
 LO1017_MARKER: 42 = RADIO/TV MAST
 LO1017
 LO1017  HISTORY     - Date     Condition        Report By
 LO1017  HISTORY     - 1973     FIRST OBSERVED   NGS
 LO1017
 LO1017                          STATION DESCRIPTION
 LO1017
 LO1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO1017'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE SALT LAKE CITY,
 LO1017'EAST RADIO MAST KLUB THAT IS LOCATED ABOUT 0.75 MILE WEST OF
 LO1017'INTERSTATE HIGHWAY 15, 0.5 MILE EAST OF STATE HIGHWAY 68 AND 0.1
 LO1017'MILE NORTH OF STATE HIGHWAY 249 NEAR THE NORTH EDGE OF SALT LAKE
 LO1017'COUNTY.  THE MAST IS TRIANGULR IN CROSS SECTION, PAINTED IN
 LO1017'ALTERNATE BANDS OF RED AND WHITE AND 325 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0996 ***********************************************************************
 LO0996  DESIGNATION -  SALT LAKE CITY ST CAPITOL DOME
 LO0996  PID         -  LO0996
 LO0996  STATE/COUNTY-  UT/SALT LAKE
 LO0996  COUNTRY     -  US
 LO0996  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0996
 LO0996                         *CURRENT SURVEY CONTROL
 LO0996  ______________________________________________________________________
 LO0996* NAD 83(1994) POSITION- 40 46 38.60782(N) 111 53 17.53048(W)   ADJUSTED
 LO0996* NAVD 88 ORTHO HEIGHT -  1391.    (meters)     4564.    (feet) SCALED
 LO0996  ______________________________________________________________________
 LO0996  GEOID HEIGHT    -        -16.748 (meters)                     GEOID18
 LO0996  LAPLACE CORR    -         14.43  (seconds)                    DEFLEC18
 LO0996  HORZ ORDER      -  THIRD
 LO0996
 LO0996.The horizontal coordinates were established by classical geodetic methods
 LO0996.and adjusted by the National Geodetic Survey in November 1997.
 LO0996
 LO0996.The orthometric height was scaled from a topographic map.
 LO0996
 LO0996.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0996.GEOID18 height accuracy estimate available here.
 LO0996
 LO0996.Click photographs - Photos may exist for this station.
 LO0996
 LO0996.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0996
 LO0996. The following values were computed from the NAD 83(1994) position.
 LO0996
 LO0996;                    North         East     Units Scale Factor Converg.
 LO0996;SPC UT C     - 2,271,421.566   467,227.817   MT  1.00003419   -0 14 55.2
 LO0996;SPC UT C     - 7,452,155.59  1,532,896.60   sFT  1.00003419   -0 14 55.2
 LO0996;UTM  12      - 4,514,425.280   425,049.570   MT  0.99966914   -0 34 48.5
 LO0996
 LO0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0996!SPC UT C     -   0.99978448  x   1.00003419  =   0.99981867
 LO0996!UTM  12      -   0.99978448  x   0.99966914  =   0.99945369
 LO0996
 LO0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2504914425(NAD 83)
 LO0996
 LO0996                          SUPERSEDED SURVEY CONTROL
 LO0996
 LO0996  NAD 83(1993)-  40 46 38.60752(N)    111 53 17.53042(W) AD(       ) 3
 LO0996  NAD 83(1986)-  40 46 38.59646(N)    111 53 17.52137(W) AD(       ) 3
 LO0996  NAD 27      -  40 46 38.78981(N)    111 53 14.75312(W) AD(       ) 3
 LO0996
 LO0996.Superseded values are not recommended for survey control.
 LO0996
 LO0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0996.See file dsdata.pdf to determine how the superseded data were derived.
 LO0996
 LO0996_MARKER: 87 = DOME
 LO0996_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LO0996+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2012
 LO0996
 LO0996  HISTORY     - Date     Condition        Report By
 LO0996  HISTORY     - 1962     FIRST OBSERVED   CGS
 LO0996  HISTORY     - 1966     GOOD             CGS
 LO0996  HISTORY     - 1973     GOOD             NGS
 LO0996  HISTORY     - 1980     GOOD             NGS
 LO0996  HISTORY     - 20030921 GOOD             USPSQD
 LO0996  HISTORY     - 20060616 GOOD             GEOCAC
 LO0996  HISTORY     - 20100816 GOOD             GEOCAC
 LO0996  HISTORY     - 20110330 GOOD             GEOCAC
 LO0996  HISTORY     - 20120708 GOOD             GEOCAC
 LO0996
 LO0996                          STATION DESCRIPTION
 LO0996
 LO0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0996'STATION IS THE CENTER OF THE HIGHEST PART OF THE UTAH STATE
 LO0996'CAPITOL DOME.  IT IS LOCATED ABOUT 1 MILE NORTH OF THE CENTER
 LO0996'OF SALT LAKE CITY.
 LO0996
 LO0996                          STATION RECOVERY (1966)
 LO0996
 LO0996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RKB)
 LO0996'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION AS
 LO0996'DESCRIBED IN THE 1962 DESCRIPTION.
 LO0996
 LO0996                          STATION RECOVERY (1973)
 LO0996
 LO0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0996'THE SALT LAKE CITY STATE CAPITOL DOME 1962, WAS VISITED AND
 LO0996'RECOVERED AS DESCRIBED IN 1962.
 LO0996
 LO0996                          STATION RECOVERY (1980)
 LO0996
 LO0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DRM)
 LO0996'STATION WAS RECOVERED AS DESCRIBED.
 LO0996'
 LO0996'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO0996'DOWNTOWN SALT LAKE CITY.
 LO0996
 LO0996                          STATION RECOVERY (2003)
 LO0996
 LO0996'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 LO0996'RECOVERED IN GOOD CONDITION.
 LO0996
 LO0996                          STATION RECOVERY (2006)
 LO0996
 LO0996'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 LO0996'RECOVERED IN GOOD CONDITION.
 LO0996'THE CAPITOL DOME IS UNDER RENOVATION THIS DATE.
 LO0996
 LO0996                          STATION RECOVERY (2010)
 LO0996
 LO0996'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 LO0996'ITALIAN RENAISSANCE REVIVIAL BUILDING TOPPED WITH OLIGOCENE QUARTZ
 LO0996'MONZONITE (FROM LITTLE COTTONWOOD CANYON IN THE WASATCH RANGE), COPPER
 LO0996'COVERED NEOCLASSICAL DOME (AFTER BRAMANTE'S TEPIETTO IN ROME) AND
 LO0996'CUPOLA TOPPED BY A SMALL BALL, 301 FEET TALL FROM GROUND FLOOR, 285
 LO0996'FEET FROM MAIN FLOOR TO TOP OF COUPOLA.  ORIGINALLY DEDICATED OCT 9,
 LO0996'1916.
 LO0996'RESTORATION AND SEISMIC UPGRADE MENTIONED IN 2006 REPORT WAS COMPLETED
 LO0996'AND BUILDING REOPENED JAN 4, 2008.
 LO0996
 LO0996                          STATION RECOVERY (2011)
 LO0996
 LO0996'RECOVERY NOTE BY GEOCACHING 2011 (BRB)
 LO0996'RECOVERED IN GOOD CONDITION.
 LO0996
 LO0996                          STATION RECOVERY (2012)
 LO0996
 LO0996'RECOVERY NOTE BY GEOCACHING 2012 (RFC)
 LO0996'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1000 ***********************************************************************
 LO1000  DESIGNATION -  SALT LAKE CITY TEMPLE W SPIRE
 LO1000  PID         -  LO1000
 LO1000  STATE/COUNTY-  UT/SALT LAKE
 LO1000  COUNTRY     -  US
 LO1000  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO1000
 LO1000                         *CURRENT SURVEY CONTROL
 LO1000  ______________________________________________________________________
 LO1000* NAD 83(1994) POSITION- 40 46 13.54721(N) 111 53 31.81562(W)   ADJUSTED
 LO1000  ______________________________________________________________________
 LO1000  GEOID HEIGHT    -        -16.799 (meters)                     GEOID18
 LO1000  LAPLACE CORR    -         12.22  (seconds)                    DEFLEC18
 LO1000  HORZ ORDER      -  THIRD
 LO1000
 LO1000.The horizontal coordinates were established by classical geodetic methods
 LO1000.and adjusted by the National Geodetic Survey in November 1997.
 LO1000
 LO1000.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1000.GEOID18 height accuracy estimate available here.
 LO1000
 LO1000.Click photographs - Photos may exist for this station.
 LO1000
 LO1000.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1000
 LO1000. The following values were computed from the NAD 83(1994) position.
 LO1000
 LO1000;                    North         East     Units Scale Factor Converg.
 LO1000;SPC UT C     - 2,270,649.962   466,889.442   MT  1.00003219   -0 15 04.4
 LO1000;SPC UT C     - 7,449,624.08  1,531,786.44   sFT  1.00003219   -0 15 04.4
 LO1000;UTM  12      - 4,513,655.926   424,706.862   MT  0.99966978   -0 34 57.5
 LO1000
 LO1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2470613655(NAD 83)
 LO1000
 LO1000                          SUPERSEDED SURVEY CONTROL
 LO1000
 LO1000  NAD 83(1993)-  40 46 13.54670(N)    111 53 31.81594(W) AD(       ) 3
 LO1000  NAD 83(1986)-  40 46 13.53472(N)    111 53 31.81111(W) AD(       ) 3
 LO1000  NAD 27      -  40 46 13.72920(N)    111 53 29.04071(W) AD(       ) 3
 LO1000  USCA        -  40 46 08.31000(N)    111 53 34.94000(W) AD(       ) 3
 LO1000  USSD        -  40 46 14.60200(N)    111 53 29.61800(W) AD(       ) 3
 LO1000
 LO1000.Superseded values are not recommended for survey control.
 LO1000
 LO1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1000.See file dsdata.pdf to determine how the superseded data were derived.
 LO1000
 LO1000_MARKER: 90 = CHURCH SPIRE
 LO1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO1000+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2003
 LO1000
 LO1000  HISTORY     - Date     Condition        Report By
 LO1000  HISTORY     - 1893     FIRST OBSERVED   CGS
 LO1000  HISTORY     - 1942     GOOD             CGS
 LO1000  HISTORY     - 1960     GOOD             CGS
 LO1000  HISTORY     - 1973     GOOD             NGS
 LO1000  HISTORY     - 20030921 GOOD             USPSQD
 LO1000  HISTORY     - 20060616 GOOD             GEOCAC
 LO1000
 LO1000                          STATION DESCRIPTION
 LO1000
 LO1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (LAM)
 LO1000'IN SALT LAKE CITY, WEST OF NORTH MAIN STREET, BETWEEN
 LO1000'WEST SOUTH TEMPLE AND WEST NORTH TEMPLE STREETS, ABOVE
 LO1000'WEST FACE OF MORMON TEMPLE IN TEMPLE BLOCK.  SPIRE IS
 LO1000'CENTRAL AND TALLEST OF THREE SPIRES AT WEST END OF TEMPLE,
 LO1000'BUILT OF GRAY STONE, WITH PYRAMIDAL APEX AND ORNAMENTAL
 LO1000'CORNERS.  SPIRE SURMOUNTED BY SMALL GLOBE SUPPORTING METAL
 LO1000'FINIAL.  THIS SPIRE IS LOWER THAN SPIRE AT EAST END OF TEMPLE.
 LO1000
 LO1000                          STATION RECOVERY (1960)
 LO1000
 LO1000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 LO1000'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LO1000
 LO1000                          STATION RECOVERY (1973)
 LO1000
 LO1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO1000'THE SALT LAKE CITY TEMPLE WEST SPIRE 1893, WAS VISITED AND RECOVERED
 LO1000'AS DESCRIBED IN 1942.
 LO1000
 LO1000                          STATION RECOVERY (2003)
 LO1000
 LO1000'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 LO1000'RECOVERED IN GOOD CONDITION.
 LO1000
 LO1000                          STATION RECOVERY (2006)
 LO1000
 LO1000'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 LO1000'GEOCAC FIRST REPORT.
 LO1000'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1002 ***********************************************************************
 LO1002  DESIGNATION -  SALT LAKE CITY TEMPLE E SPIRE
 LO1002  PID         -  LO1002
 LO1002  STATE/COUNTY-  UT/SALT LAKE
 LO1002  COUNTRY     -  US
 LO1002  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO1002
 LO1002                         *CURRENT SURVEY CONTROL
 LO1002  ______________________________________________________________________
 LO1002* NAD 83(1994) POSITION- 40 46 13.54229(N) 111 53 29.86658(W)   ADJUSTED
 LO1002  ______________________________________________________________________
 LO1002  GEOID HEIGHT    -        -16.796 (meters)                     GEOID18
 LO1002  LAPLACE CORR    -         12.27  (seconds)                    DEFLEC18
 LO1002  HORZ ORDER      -  THIRD
 LO1002
 LO1002.The horizontal coordinates were established by classical geodetic methods
 LO1002.and adjusted by the National Geodetic Survey in November 1997.
 LO1002
 LO1002.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1002.GEOID18 height accuracy estimate available here.
 LO1002
 LO1002.Click photographs - Photos may exist for this station.
 LO1002
 LO1002.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1002
 LO1002. The following values were computed from the NAD 83(1994) position.
 LO1002
 LO1002;                    North         East     Units Scale Factor Converg.
 LO1002;SPC UT C     - 2,270,649.610   466,935.151   MT  1.00003219   -0 15 03.1
 LO1002;SPC UT C     - 7,449,622.93  1,531,936.41   sFT  1.00003219   -0 15 03.1
 LO1002;UTM  12      - 4,513,655.310   424,752.552   MT  0.99966969   -0 34 56.2
 LO1002
 LO1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2475213655(NAD 83)
 LO1002
 LO1002                          SUPERSEDED SURVEY CONTROL
 LO1002
 LO1002  NAD 83(1993)-  40 46 13.54168(N)    111 53 29.86685(W) AD(       ) 3
 LO1002  NAD 83(1986)-  40 46 13.52925(N)    111 53 29.86194(W) AD(       ) 3
 LO1002  NAD 27      -  40 46 13.72269(N)    111 53 27.09220(W) AD(       ) 3
 LO1002  USCA        -  40 46 08.31000(N)    111 53 32.99000(W) AD(       ) 3
 LO1002  USSD        -  40 46 14.59900(N)    111 53 27.66800(W) AD(       ) 3
 LO1002
 LO1002.Superseded values are not recommended for survey control.
 LO1002
 LO1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1002.See file dsdata.pdf to determine how the superseded data were derived.
 LO1002
 LO1002_MARKER: 90 = CHURCH SPIRE
 LO1002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO1002+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2003
 LO1002
 LO1002  HISTORY     - Date     Condition        Report By
 LO1002  HISTORY     - 1893     FIRST OBSERVED   CGS
 LO1002  HISTORY     - 1942     GOOD             CGS
 LO1002  HISTORY     - 1960     GOOD             CGS
 LO1002  HISTORY     - 1962     GOOD             CGS
 LO1002  HISTORY     - 1973     GOOD             NGS
 LO1002  HISTORY     - 20030921 GOOD             USPSQD
 LO1002  HISTORY     - 20060616 GOOD             GEOCAC
 LO1002
 LO1002                          STATION DESCRIPTION
 LO1002
 LO1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (LAM)
 LO1002'IN SALT LAKE CITY, WEST SIDE OF NORTH MAIN STREET BETWEEN
 LO1002'WEST SOUTH TEMPLE AND WEST NORTH TEMPLE STREETS, ABOVE
 LO1002'EAST FACE OF MORMON TEMPLE IN TEMPLE BLOCK.  SPIRE IS
 LO1002'CENTRAL AND TALLEST OF THREE SPIRES AT EAST END OF TEMPLE,
 LO1002'BUILT OF GRAY STONE, WITH PYRAMIDAL APEX, AND ORNAMENTAL
 LO1002'CORNERS.  SPIRE SURMOUNTED BY SMALL GLOBE SUPPORTING GILDED
 LO1002'FIGURE OF ANGEL GABRIEL FACING EAST, BLOWING LONG TRUMPET.
 LO1002
 LO1002                          STATION RECOVERY (1960)
 LO1002
 LO1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 LO1002'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LO1002'
 LO1002'STATION IS THE CENTER OF THE EAST SPIRE, LOCATED ON THE
 LO1002'MORMAN TEMPLE IN TEMPLE SQUARE, SALT LAKE CITY.  THE SPIRE
 LO1002'HAS A SMALL GOLD STATUE AT ITS APEX.
 LO1002
 LO1002                          STATION RECOVERY (1962)
 LO1002
 LO1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO1002'STATION IS THE CENTER OF THE EAST SPIRE, LOCATED ON THE MORMON
 LO1002'TEMPLE IN TEMPLE SQUARE, SALT LAKE CITY.  THE SPIRE HAS A SMALL
 LO1002'GOLD STATUE AT ITS APEX.
 LO1002
 LO1002                          STATION RECOVERY (1973)
 LO1002
 LO1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO1002'THE SALT LAKE CITY TEMPLE EAST SPIRE 1893, WAS VISITED AND
 LO1002'RECOVERED AS DESCRIBED IN 1942.
 LO1002
 LO1002                          STATION RECOVERY (2003)
 LO1002
 LO1002'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 LO1002'RECOVERED IN GOOD CONDITION.
 LO1002
 LO1002                          STATION RECOVERY (2006)
 LO1002
 LO1002'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 LO1002'GEOCAC FIRST REPORT.
 LO1002'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0982 ***********************************************************************
 LO0982  DESIGNATION -  SALT LAKE CITY UNIV UTAH DOME
 LO0982  PID         -  LO0982
 LO0982  STATE/COUNTY-  UT/SALT LAKE
 LO0982  COUNTRY     -  US
 LO0982  USGS QUAD   -  FORT DOUGLAS (2017)
 LO0982
 LO0982                         *CURRENT SURVEY CONTROL
 LO0982  ______________________________________________________________________
 LO0982* NAD 83(1994) POSITION- 40 45 43.41084(N) 111 50 19.49563(W)   ADJUSTED
 LO0982  ______________________________________________________________________
 LO0982  GEOID HEIGHT    -        -16.504 (meters)                     GEOID18
 LO0982  LAPLACE CORR    -         14.89  (seconds)                    DEFLEC18
 LO0982  HORZ ORDER      -  THIRD
 LO0982
 LO0982.The horizontal coordinates were established by classical geodetic methods
 LO0982.and adjusted by the National Geodetic Survey in November 1997.
 LO0982
 LO0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0982.GEOID18 height accuracy estimate available here.
 LO0982
 LO0982.Click photographs - Photos may exist for this station.
 LO0982
 LO0982.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0982
 LO0982. The following values were computed from the NAD 83(1994) position.
 LO0982
 LO0982;                    North         East     Units Scale Factor Converg.
 LO0982;SPC UT C     - 2,269,701.892   471,396.276   MT  1.00002981   -0 13 01.2
 LO0982;SPC UT C     - 7,446,513.62  1,546,572.62   sFT  1.00002981   -0 13 01.2
 LO0982;UTM  12      - 4,512,682.189   429,206.499   MT  0.99966169   -0 32 51.6
 LO0982
 LO0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2920612682(NAD 83)
 LO0982
 LO0982                          SUPERSEDED SURVEY CONTROL
 LO0982
 LO0982  NAD 83(1993)-  40 45 43.41020(N)    111 50 19.49615(W) AD(       ) 3
 LO0982  NAD 83(1986)-  40 45 43.39768(N)    111 50 19.49124(W) AD(       ) 3
 LO0982  NAD 27      -  40 45 43.58998(N)    111 50 16.73010(W) AD(       ) 3
 LO0982
 LO0982.Superseded values are not recommended for survey control.
 LO0982
 LO0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0982.See file dsdata.pdf to determine how the superseded data were derived.
 LO0982
 LO0982_MARKER: 87 = DOME
 LO0982
 LO0982  HISTORY     - Date     Condition        Report By
 LO0982  HISTORY     - 1973     FIRST OBSERVED   NGS
 LO0982
 LO0982                          STATION DESCRIPTION
 LO0982
 LO0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0982'THE POINT INTERSECTED WAS THE APEX OF THE DOME SHAPED ROOF OF THE
 LO0982'SALT LAKE CITY, UNIVERSITY OF UTAH SPECIAL EVENTS CENTER THAT IS
 LO0982'LOCATED IN THE SOUTHEAST SECTION OF THE UNIVERSITY OF UTAH AND ON
 LO0982'THE NORTH SIDE OF SOUTH CAMPUS DRIVE.  IT IS A CIRCULAR SHAPED
 LO0982'BUILDING ABOUT 95 FEET IN HEIGHT AND AT PRESENT THE LARGEST
 LO0982'BUILDING ON THE CAMPUS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1015 ***********************************************************************
 LO1015  DESIGNATION -  SALT LAKE CITY UP RR STACK
 LO1015  PID         -  LO1015
 LO1015  STATE/COUNTY-  UT/SALT LAKE
 LO1015  COUNTRY     -  US
 LO1015  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO1015
 LO1015                         *CURRENT SURVEY CONTROL
 LO1015  ______________________________________________________________________
 LO1015* NAD 83(1994) POSITION- 40 47 12.95662(N) 111 54 23.76167(W)   ADJUSTED
 LO1015  ______________________________________________________________________
 LO1015  GEOID HEIGHT    -        -16.815 (meters)                     GEOID18
 LO1015  LAPLACE CORR    -         13.68  (seconds)                    DEFLEC18
 LO1015  HORZ ORDER      -  THIRD
 LO1015
 LO1015.The horizontal coordinates were established by classical geodetic methods
 LO1015.and adjusted by the National Geodetic Survey in November 1997.
 LO1015
 LO1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1015.GEOID18 height accuracy estimate available here.
 LO1015
 LO1015.Click photographs - Photos may exist for this station.
 LO1015
 LO1015.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1015
 LO1015. The following values were computed from the NAD 83(1994) position.
 LO1015
 LO1015;                    North         East     Units Scale Factor Converg.
 LO1015;SPC UT C     - 2,272,488.055   465,679.519   MT  1.00003695   -0 15 37.7
 LO1015;SPC UT C     - 7,455,654.56  1,527,816.89   sFT  1.00003695   -0 15 37.7
 LO1015;UTM  12      - 4,515,500.320   423,508.033   MT  0.99967202   -0 35 32.1
 LO1015
 LO1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2350815500(NAD 83)
 LO1015
 LO1015                          SUPERSEDED SURVEY CONTROL
 LO1015
 LO1015  NAD 83(1993)-  40 47 12.95629(N)    111 54 23.76173(W) AD(       ) 3
 LO1015  NAD 83(1986)-  40 47 12.94453(N)    111 54 23.75541(W) AD(       ) 3
 LO1015  NAD 27      -  40 47 13.13865(N)    111 54 20.98449(W) AD(       ) 3
 LO1015
 LO1015.Superseded values are not recommended for survey control.
 LO1015
 LO1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1015.See file dsdata.pdf to determine how the superseded data were derived.
 LO1015
 LO1015_MARKER: 63 = STACK
 LO1015
 LO1015  HISTORY     - Date     Condition        Report By
 LO1015  HISTORY     - 1973     FIRST OBSERVED   NGS
 LO1015  HISTORY     - 20241102 MARK NOT FOUND   NGSTM
 LO1015
 LO1015                          STATION DESCRIPTION
 LO1015
 LO1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO1015'THE POINT INTERSECTED WAS THE TOP CENTER OF THE SALT LAKE CITY,
 LO1015'UNION PACIFIC RAILROAD COMPANY.  STACK IS LOCATED NEAR THE
 LO1015'INTERSECTION OF 800 NORTH AND 500 WEST IN SALT LAKE CITY.  IT IS
 LO1015'CIRCULAR IN SHAPE, CONSTRUCTED OF LIGHT COLORED BRICK AND IS ABOUT
 LO1015'240 FEET IN HEIGHT.
 LO1015
 LO1015                          STATION RECOVERY (2024)
 LO1015
 LO1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2024 (DW)
 LO1015'NO OBVIOUS BRICK STACK VISIBLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0991 ***********************************************************************
 LO0991  DESIGNATION -  SALT LAKE CITY UT PWR CEN STK
 LO0991  PID         -  LO0991
 LO0991  STATE/COUNTY-  UT/SALT LAKE
 LO0991  COUNTRY     -  US
 LO0991  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0991
 LO0991                         *CURRENT SURVEY CONTROL
 LO0991  ______________________________________________________________________
 LO0991* NAD 83(1994) POSITION- 40 46 07.45949(N) 111 55 40.82385(W)   ADJUSTED
 LO0991  ______________________________________________________________________
 LO0991  GEOID HEIGHT    -        -16.973 (meters)                     GEOID18
 LO0991  LAPLACE CORR    -          7.21  (seconds)                    DEFLEC18
 LO0991  HORZ ORDER      -  THIRD
 LO0991
 LO0991.The horizontal coordinates were established by classical geodetic methods
 LO0991.and adjusted by the National Geodetic Survey in November 1997.
 LO0991
 LO0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0991.GEOID18 height accuracy estimate available here.
 LO0991
 LO0991.Click photographs - Photos may exist for this station.
 LO0991
 LO0991.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0991
 LO0991. The following values were computed from the NAD 83(1994) position.
 LO0991
 LO0991;                    North         East     Units Scale Factor Converg.
 LO0991;SPC UT C     - 2,270,476.041   463,863.005   MT  1.00003171   -0 16 27.0
 LO0991;SPC UT C     - 7,449,053.48  1,521,857.21   sFT  1.00003171   -0 16 27.0
 LO0991;UTM  12      - 4,513,499.582   421,680.556   MT  0.99967550   -0 36 21.7
 LO0991
 LO0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2168013499(NAD 83)
 LO0991
 LO0991                          SUPERSEDED SURVEY CONTROL
 LO0991
 LO0991  NAD 83(1993)-  40 46 07.45910(N)    111 55 40.82399(W) AD(       ) 3
 LO0991  NAD 83(1986)-  40 46 07.44711(N)    111 55 40.81700(W) AD(       ) 3
 LO0991  NAD 27      -  40 46 07.64128(N)    111 55 38.04298(W) AD(       ) 3
 LO0991
 LO0991.Superseded values are not recommended for survey control.
 LO0991
 LO0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0991.See file dsdata.pdf to determine how the superseded data were derived.
 LO0991
 LO0991_MARKER: 63 = STACK
 LO0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0991+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2010
 LO0991
 LO0991  HISTORY     - Date     Condition        Report By
 LO0991  HISTORY     - 1962     FIRST OBSERVED   CGS
 LO0991  HISTORY     - 1973     GOOD             NGS
 LO0991  HISTORY     - 1973     GOOD             NGS
 LO0991  HISTORY     - 20100816 GOOD             GEOCAC
 LO0991
 LO0991                          STATION DESCRIPTION
 LO0991
 LO0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0991'STATION IS THE TOP CENTER OF THE CENTER STACK OF THREE.  THE
 LO0991'STACKS ARE ABOUT 250 FEET IN HEIGHT AND ARE LOCATED AT THE
 LO0991'STEAM ELECTRIC PLANT ABOUT 2 MILES WEST SOUTHWEST OF THE
 LO0991'STATE CAPITOL BUILDING IN SALT LAKE CITY.
 LO0991
 LO0991                          STATION RECOVERY (1973)
 LO0991
 LO0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0991'THE SALT LAKE CITY UTAH PWR AND LT CO CENTER STK 1962, WAS VISITED
 LO0991'AND RECOVERED AS DESCRIBED IN 1962.
 LO0991
 LO0991                          STATION RECOVERY (1973)
 LO0991
 LO0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (DLS)
 LO0991'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LO0991'
 LO0991'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO0991'IN TOWN.
 LO0991
 LO0991                          STATION RECOVERY (2010)
 LO0991
 LO0991'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 LO0991'STACK STILL STANDS.  HAS A NICE LADDER TO TOP AND NO DOUBT PROVIDES
 LO0991'SUPERIOR SKY VIEWS IN ALL DIRECTIONS ONCE THERE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1012 ***********************************************************************
 LO1012  DESIGNATION -  SALT LAKE CITY UTAH COMM MAST
 LO1012  PID         -  LO1012
 LO1012  STATE/COUNTY-  UT/SALT LAKE
 LO1012  COUNTRY     -  US
 LO1012  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO1012
 LO1012                         *CURRENT SURVEY CONTROL
 LO1012  ______________________________________________________________________
 LO1012* NAD 83(1994) POSITION- 40 48 29.01193(N) 111 53 24.50951(W)   ADJUSTED
 LO1012  ______________________________________________________________________
 LO1012  GEOID HEIGHT    -        -16.616 (meters)                     GEOID18
 LO1012  LAPLACE CORR    -         18.53  (seconds)                    DEFLEC18
 LO1012  HORZ ORDER      -  THIRD
 LO1012
 LO1012.The horizontal coordinates were established by classical geodetic methods
 LO1012.and adjusted by the National Geodetic Survey in November 1997.
 LO1012
 LO1012.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1012.GEOID18 height accuracy estimate available here.
 LO1012
 LO1012.Click photographs - Photos may exist for this station.
 LO1012
 LO1012.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1012
 LO1012. The following values were computed from the NAD 83(1994) position.
 LO1012
 LO1012;                    North         East     Units Scale Factor Converg.
 LO1012;SPC UT C     - 2,274,828.034   467,079.015   MT  1.00004317   -0 14 59.7
 LO1012;SPC UT C     - 7,463,331.64  1,532,408.40   sFT  1.00004317   -0 14 59.7
 LO1012;UTM  12      - 4,517,831.294   424,920.536   MT  0.99966938   -0 34 54.3
 LO1012
 LO1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2492017831(NAD 83)
 LO1012
 LO1012                          SUPERSEDED SURVEY CONTROL
 LO1012
 LO1012  NAD 83(1993)-  40 48 29.01160(N)    111 53 24.50942(W) AD(       ) 3
 LO1012  NAD 83(1986)-  40 48 29.00059(N)    111 53 24.50009(W) AD(       ) 3
 LO1012  NAD 27      -  40 48 29.19579(N)    111 53 21.72837(W) AD(       ) 3
 LO1012
 LO1012.Superseded values are not recommended for survey control.
 LO1012
 LO1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1012.See file dsdata.pdf to determine how the superseded data were derived.
 LO1012
 LO1012_MARKER: 42 = RADIO/TV MAST
 LO1012
 LO1012  HISTORY     - Date     Condition        Report By
 LO1012  HISTORY     - 1973     FIRST OBSERVED   NGS
 LO1012
 LO1012                          STATION DESCRIPTION
 LO1012
 LO1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO1012'THE STATION IS THE CENTER OF THE BASE OF THE SALT LAKE CITY,
 LO1012'UTAH COMMUNICATIONS INCORPORATED, RADIO MAST, THAT IS LOCATED ABOUT
 LO1012'3 MILES NORTH OF THE CAPITOL BUILDING IN SALT LAKE CITY, 0.5
 LO1012'MILE SOUTH OF LIME CANYON AND ON THE HIGHEST POINT OF A BARE
 LO1012'RIDGE WITH A NUMBER RADIO AND MICROWAVE INSTALLATIONS.  THE MAST
 LO1012'IS TRIANGULAR IN CROSS SECTION, UNPAINTED AND IS 120 FEET IN
 LO1012'HEIGHT.  A MEASUREMENT WAS MADE TO TRIANGULATION STATION LIME
 LO1012'1962, THE DISTANCE BEING 29.85 FEET OR 9.110 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0978 ***********************************************************************
 LO0978  DESIGNATION -  SALT LAKE CITY VET HOSP STACK
 LO0978  PID         -  LO0978
 LO0978  STATE/COUNTY-  UT/SALT LAKE
 LO0978  COUNTRY     -  US
 LO0978  USGS QUAD   -  FORT DOUGLAS (2017)
 LO0978
 LO0978                         *CURRENT SURVEY CONTROL
 LO0978  ______________________________________________________________________
 LO0978* NAD 83(1994) POSITION- 40 45 16.36695(N) 111 50 22.58882(W)   ADJUSTED
 LO0978  ______________________________________________________________________
 LO0978  GEOID HEIGHT    -        -16.536 (meters)                     GEOID18
 LO0978  LAPLACE CORR    -         14.21  (seconds)                    DEFLEC18
 LO0978  HORZ ORDER      -  THIRD
 LO0978
 LO0978.The horizontal coordinates were established by classical geodetic methods
 LO0978.and adjusted by the National Geodetic Survey in November 1997.
 LO0978
 LO0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0978.GEOID18 height accuracy estimate available here.
 LO0978
 LO0978.Click photographs - Photos may exist for this station.
 LO0978
 LO0978.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0978
 LO0978. The following values were computed from the NAD 83(1994) position.
 LO0978
 LO0978;                    North         East     Units Scale Factor Converg.
 LO0978;SPC UT C     - 2,268,867.926   471,320.557   MT  1.00002769   -0 13 03.2
 LO0978;SPC UT C     - 7,443,777.52  1,546,324.19   sFT  1.00002769   -0 13 03.2
 LO0978;UTM  12      - 4,511,848.979   429,125.998   MT  0.99966183   -0 32 53.3
 LO0978
 LO0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2912511848(NAD 83)
 LO0978
 LO0978                          SUPERSEDED SURVEY CONTROL
 LO0978
 LO0978  NAD 83(1993)-  40 45 16.36685(N)    111 50 22.58975(W) AD(       ) 3
 LO0978  NAD 83(1986)-  40 45 16.35454(N)    111 50 22.58518(W) AD(       ) 3
 LO0978  NAD 27      -  40 45 16.54641(N)    111 50 19.82053(W) AD(       ) 3
 LO0978
 LO0978.Superseded values are not recommended for survey control.
 LO0978
 LO0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0978.See file dsdata.pdf to determine how the superseded data were derived.
 LO0978
 LO0978_MARKER: 63 = STACK
 LO0978
 LO0978  HISTORY     - Date     Condition        Report By
 LO0978  HISTORY     - 1962     FIRST OBSERVED   CGS
 LO0978
 LO0978                          STATION DESCRIPTION
 LO0978
 LO0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0978'STATION IS THE CENTER OF THE TOP OF THE STACK, WHICH IS ABOUT
 LO0978'110 FEET IN HEIGHT AND LOCATED AT THE VETERANS HOSPITAL IN
 LO0978'SALT LAKE CITY.  IT IS ABOUT 3 MILES SOUTHEAST OF THE STATE
 LO0978'CAPITOL ALONG 5TH S. ST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1004 ***********************************************************************
 LO1004  DESIGNATION -  SALT LAKE CITY W MICROWAVE TWR
 LO1004  PID         -  LO1004
 LO1004  STATE/COUNTY-  UT/SALT LAKE
 LO1004  COUNTRY     -  US
 LO1004  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO1004
 LO1004                         *CURRENT SURVEY CONTROL
 LO1004  ______________________________________________________________________
 LO1004* NAD 83(1994) POSITION- 40 48 16.82448(N) 111 53 51.03231(W)   ADJUSTED
 LO1004  ______________________________________________________________________
 LO1004  GEOID HEIGHT    -        -16.678 (meters)                     GEOID18
 LO1004  LAPLACE CORR    -         21.28  (seconds)                    DEFLEC18
 LO1004  HORZ ORDER      -  THIRD
 LO1004
 LO1004.The horizontal coordinates were established by classical geodetic methods
 LO1004.and adjusted by the National Geodetic Survey in November 1997.
 LO1004
 LO1004.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1004.GEOID18 height accuracy estimate available here.
 LO1004
 LO1004.Click photographs - Photos may exist for this station.
 LO1004
 LO1004.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1004
 LO1004. The following values were computed from the NAD 83(1994) position.
 LO1004
 LO1004;                    North         East     Units Scale Factor Converg.
 LO1004;SPC UT C     - 2,274,454.810   466,455.667   MT  1.00004216   -0 15 16.7
 LO1004;SPC UT C     - 7,462,107.16  1,530,363.30   sFT  1.00004216   -0 15 16.7
 LO1004;UTM  12      - 4,517,461.824   424,295.270   MT  0.99967054   -0 35 11.5
 LO1004
 LO1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2429517461(NAD 83)
 LO1004
 LO1004                          SUPERSEDED SURVEY CONTROL
 LO1004
 LO1004  NAD 83(1993)-  40 48 16.82409(N)    111 53 51.03248(W) AD(       ) 3
 LO1004  NAD 83(1986)-  40 48 16.81226(N)    111 53 51.02592(W) AD(       ) 3
 LO1004  NAD 27      -  40 48 17.00739(N)    111 53 48.25303(W) AD(       ) 3
 LO1004
 LO1004.Superseded values are not recommended for survey control.
 LO1004
 LO1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1004.See file dsdata.pdf to determine how the superseded data were derived.
 LO1004
 LO1004_MARKER: 45 = MICROWAVE TOWER
 LO1004
 LO1004  HISTORY     - Date     Condition        Report By
 LO1004  HISTORY     - 1962     FIRST OBSERVED   CGS
 LO1004  HISTORY     - 1973     GOOD             NGS
 LO1004
 LO1004                          STATION DESCRIPTION
 LO1004
 LO1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO1004'STATION IS THE CENTER OF THE MICRO-WAVE RELAY TOWER, WHICH
 LO1004'IS ABOUT 40 FEET IN HEIGHT.  IT IS ON THE WEST END OF THE
 LO1004'RIDGE, ABOUT 2 MILES NORTH OF THE STATE CAPITOL BUILDING
 LO1004'IN SALT LAKE CITY.  IT IS THE THIRD MICRO-WAVE RELAY INSTALLATION
 LO1004'WEST FROM THE HIGHEST POINT OF THE RIDGE AND LOWER THAN THE
 LO1004'OTHER TWO.
 LO1004
 LO1004                          STATION RECOVERY (1973)
 LO1004
 LO1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO1004'THE SALT LAKE CITY WESTERNMOST MICRO RELAY TWR 1962, WAS VISITED AND
 LO1004'RECOVERED AS DESCRIBED IN 1962.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0993 ***********************************************************************
 LO0993  DESIGNATION -  SALT LAKE LDS CHILD HOSP STACK
 LO0993  PID         -  LO0993
 LO0993  STATE/COUNTY-  UT/SALT LAKE
 LO0993  COUNTRY     -  US
 LO0993  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0993
 LO0993                         *CURRENT SURVEY CONTROL
 LO0993  ______________________________________________________________________
 LO0993* NAD 83(1994) POSITION- 40 46 45.60467(N) 111 52 52.83400(W)   ADJUSTED
 LO0993  ______________________________________________________________________
 LO0993  GEOID HEIGHT    -        -16.699 (meters)                     GEOID18
 LO0993  LAPLACE CORR    -         14.97  (seconds)                    DEFLEC18
 LO0993  HORZ ORDER      -  THIRD
 LO0993
 LO0993.The horizontal coordinates were established by classical geodetic methods
 LO0993.and adjusted by the National Geodetic Survey in November 1997.
 LO0993
 LO0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0993.GEOID18 height accuracy estimate available here.
 LO0993
 LO0993.Click photographs - Photos may exist for this station.
 LO0993
 LO0993.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0993
 LO0993. The following values were computed from the NAD 83(1994) position.
 LO0993
 LO0993;                    North         East     Units Scale Factor Converg.
 LO0993;SPC UT C     - 2,271,634.912   467,807.868   MT  1.00003475   -0 14 39.4
 LO0993;SPC UT C     - 7,452,855.54  1,534,799.65   sFT  1.00003475   -0 14 39.4
 LO0993;UTM  12      - 4,514,635.191   425,630.633   MT  0.99966807   -0 34 32.4
 LO0993
 LO0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2563014635(NAD 83)
 LO0993
 LO0993                          SUPERSEDED SURVEY CONTROL
 LO0993
 LO0993  NAD 83(1993)-  40 46 45.60399(N)    111 52 52.83432(W) AD(       ) 3
 LO0993  NAD 83(1986)-  40 46 45.59153(N)    111 52 52.82865(W) AD(       ) 3
 LO0993  NAD 27      -  40 46 45.78529(N)    111 52 50.05977(W) AD(       ) 3
 LO0993
 LO0993.Superseded values are not recommended for survey control.
 LO0993
 LO0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0993.See file dsdata.pdf to determine how the superseded data were derived.
 LO0993
 LO0993_MARKER: 63 = STACK
 LO0993
 LO0993  HISTORY     - Date     Condition        Report By
 LO0993  HISTORY     - 1962     FIRST OBSERVED   CGS
 LO0993  HISTORY     - 1973     GOOD             NGS
 LO0993
 LO0993                          STATION DESCRIPTION
 LO0993
 LO0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0993'STATION IS THE CENTER OF THE TOP OF THE STACK, ABOUT 312 FEET
 LO0993'IN HEIGHT AND AT THE L.D.S. CHILDRENS HOSPITAL.  IT IS LOCATED
 LO0993'ABOUT 1/2 MILE NORTHEAST OF THE STATE CAPITOL BUILDING IN
 LO0993'SALT LAKE CITY.
 LO0993
 LO0993                          STATION RECOVERY (1973)
 LO0993
 LO0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0993'THE SALT LAKE CITY LDS CHILDRENS HOSPITAL STACK 1962, WAS VISITED
 LO0993'AND RECOVERED AS DESCRIBED IN 1962.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0158 ***********************************************************************
 MS0158  DESIGNATION -  SALT LAKE NW BASE
 MS0158  PID         -  MS0158
 MS0158  STATE/COUNTY-  UT/DAVIS
 MS0158  COUNTRY     -  US
 MS0158  USGS QUAD   -  CLEARFIELD (2017)
 MS0158
 MS0158                         *CURRENT SURVEY CONTROL
 MS0158  ______________________________________________________________________
 MS0158* NAD 83(1994) POSITION- 41 06 37.35101(N) 112 06 41.72386(W)   ADJUSTED
 MS0158* NAVD 88 ORTHO HEIGHT -  1290.370 (meters)     4233.49  (feet) ADJUSTED
 MS0158  ______________________________________________________________________
 MS0158  GEOID HEIGHT    -        -17.053 (meters)                     GEOID18
 MS0158  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC18
 MS0158  DYNAMIC HEIGHT  -       1289.417 (meters)     4230.36  (feet) COMP
 MS0158  MODELED GRAVITY -    979,840.4   (mgal)                       NAVD 88
 MS0158
 MS0158  HORZ ORDER      -  FIRST
 MS0158  VERT ORDER      -  FIRST     CLASS II
 MS0158
 MS0158.The horizontal coordinates were established by classical geodetic methods
 MS0158.and adjusted by the National Geodetic Survey in November 1997.
 MS0158
 MS0158.The orthometric height was determined by differential leveling and
 MS0158.adjusted by the NATIONAL GEODETIC SURVEY
 MS0158.in June 1991.
 MS0158
 MS0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0158.GEOID18 height accuracy estimate available here.
 MS0158
 MS0158.Click photographs - Photos may exist for this station.
 MS0158
 MS0158.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0158
 MS0158.The dynamic height is computed by dividing the NAVD 88
 MS0158.geopotential number by the normal gravity value computed on the
 MS0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0158.degrees latitude (g = 980.6199 gals.).
 MS0158
 MS0158.The modeled gravity was interpolated from observed gravity values.
 MS0158
 MS0158. The following values were computed from the NAD 83(1994) position.
 MS0158
 MS0158;                    North         East     Units Scale Factor Converg.
 MS0158;SPC UT N     - 1,086,470.721   448,632.188   MT  0.99995983   -0 24 11.7
 MS0158;SPC UT N     - 3,564,529.36  1,471,887.44   sFT  0.99995983   -0 24 11.7
 MS0158;UTM  12      - 4,551,605.204   406,668.906   MT  0.99970721   -0 43 51.4
 MS0158
 MS0158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0158!SPC UT N     -   0.99980031  x   0.99995983  =   0.99976015
 MS0158!UTM  12      -   0.99980031  x   0.99970721  =   0.99950758
 MS0158
 MS0158:                Primary Azimuth Mark                     Grid Az
 MS0158:SPC UT N     -  SALT LAKE NW BASE AZ MK                  050 12 53.5
 MS0158:UTM  12      -  SALT LAKE NW BASE AZ MK                  050 32 33.2
 MS0158
 MS0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0666851605(NAD 83)
 MS0158
 MS0158|---------------------------------------------------------------------|
 MS0158| PID    Reference Object                     Distance      Geod. Az  |
 MS0158|                                                           dddmmss.s |
 MS0158| MS0156 SALT LAKE NW BASE AZ MK             APPROX. 1.0 KM 0494841.8 |
 MS0158| MS0714 ABRAMS                              172.178 METERS 07144     |
 MS0158| MS0711 AIR BCN 2 2 MI S CLEARFIELD         APPROX. 7.2 KM 0963916.8 |
 MS0158| MS0715 ANTELOPE ISLAND AIR BEACON          APPROX.13.4 KM 2172420.2 |
 MS0158| MS0159 SALT LAKE NW BASE RM 1               72.096 METERS 24703     |
 MS0158| MS0157 SALT LAKE NW BASE RM 2               68.048 METERS 34247     |
 MS0158|---------------------------------------------------------------------|
 MS0158
 MS0158                          SUPERSEDED SURVEY CONTROL
 MS0158
 MS0158  NAD 83(1993)-  41 06 37.35019(N)    112 06 41.72433(W) AD(       ) 1
 MS0158  NAD 83(1986)-  41 06 37.33998(N)    112 06 41.71454(W) AD(       ) 1
 MS0158  NAD 27      -  41 06 37.55330(N)    112 06 38.90454(W) AD(       ) 1
 MS0158  USSD        -  41 06 38.43100(N)    112 06 39.46800(W) AD(       ) 3
 MS0158  NGVD 29 (??/??/92) 1289.492  (m)         4230.61   (f) ADJ UNCH    1 2
 MS0158  NGVD 29            1289.49   (m)         4230.6    (f) LEVELING    3  
 MS0158
 MS0158.Superseded values are not recommended for survey control.
 MS0158
 MS0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0158.See file dsdata.pdf to determine how the superseded data were derived.
 MS0158
 MS0158_MARKER: B = BOLT
 MS0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0158+STABILITY: SURFACE MOTION
 MS0158
 MS0158  HISTORY     - Date     Condition        Report By
 MS0158  HISTORY     - 1896     MONUMENTED       CGS
 MS0158  HISTORY     - 1938     GOOD             CGS
 MS0158  HISTORY     - 1953     GOOD             CGS
 MS0158  HISTORY     - 1953     GOOD             CGS
 MS0158  HISTORY     - 1963     GOOD             CGS
 MS0158  HISTORY     - 1974     GOOD             NGS
 MS0158  HISTORY     - 1974     GOOD             NGS
 MS0158
 MS0158                          STATION DESCRIPTION
 MS0158
 MS0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1896 (WE)
 MS0158'ABOUT 1-1/2 MILES NORTH OF SYRACUSE GROVE, THE TERMINUS
 MS0158'OF THE SYRACUSE BRANCH RAILROAD, IN THE FIELD SOUTHEAST OF
 MS0158'A ROAD CROSSING, 51 METERS (167 FEET) FROM THE FENCE TO THE
 MS0158'NORTH AND 63 METERS (207 FEET) FROM THE FENCE TO THE WEST,
 MS0158'AND ON PROPERTY BELONGING TO CATO LOVE WHOSE HOUSE IS ABOUT
 MS0158'350 METERS (1,148 FEET) TO THE EASTWARD.  GILBERT PARKERS
 MS0158'HOUSE IS ACROSS THE ROAD SOUTHWEST OF THE STATION, AND JOHN
 MS0158'W. SINGLETONS HOUSE IS DIAGONALLY ACROSS THE ROAD CROSSING
 MS0158'TO THE NORTHWEST.  THE STATION IS MARKED UNDERGROUND BY A
 MS0158'CROSS IN A COPPER BOLT SET IN A BLOCK OF SANDSTONE 2 FEET
 MS0158'SQUARE AND 10 INCHES THICK, ABOUT 2-1/2 FEET BELOW THE
 MS0158'SURFACE OF THE GROUND.  ABOVE THIS MARK IS A BRICK PIER 4
 MS0158'FEET SQUARE AT THE BASE BUILT TO A HEIGHT OF ABOUT 9 FEET
 MS0158'ABOVE THE GROUND.  THERE IS AN OPENING IN THE PIER AT THE
 MS0158'SURFACE OF THE GROUND TO GIVE ACCESS TO THE SURFACE MARK,
 MS0158'WHICH IS EXACTLY THE SAME AS THE UNDERGROUND MARK AND IS
 MS0158'EMBEDDED IN THE CENTER OF THE PIER.
 MS0158
 MS0158                          STATION RECOVERY (1938)
 MS0158
 MS0158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 MS0158'STATION IS ABOUT 11 MILES SW OF THE CENTER OF OGDEN, UTAH,
 MS0158'AND ABOUT 1-1/2 MILES N OF OLD OR W SYRACUSE.  IT IS IN THE
 MS0158'MIDDLE OF A CULTIVATED FIELD 51 METERS FROM THE FENCE TO
 MS0158'THE N AND 63 METERS FROM THE FENCE TO THE W.
 MS0158'
 MS0158'THE STATION IS MARKED UNDERGROUND BY A CROSS IN THE TOP OF
 MS0158'A COPPER BOLT SET IN A BLOCK OF SANDSTONE 2 FEET SQUARE
 MS0158'AND 10 INCHES THICK, ABOUT 2-1/2 FEET BELOW THE SURFACE OF
 MS0158'THE GROUND.  ABOVE THIS MARK IS A BRICK PIER 4 FEET SQUARE
 MS0158'AT THE BASE, BUILT TO A HEIGHT OF ABOUT 9 FEET ABOVE THE
 MS0158'GROUND.  THERE IS AN OPENING IN THE PIER AT THE SURFACE OF
 MS0158'THE GROUND TO GIVE ACCESS TO THE SURFACE MARK, WHICH IS
 MS0158'EXACTLY THE SAME AS THE UNDERGROUND MARK AND IS EMBEDDED IN
 MS0158'THE CENTER OF THE PIER.  BRICK PIER AND MARK ARE IN EXCELLENT
 MS0158'CONDITION.
 MS0158'
 MS0158'REFERENCE MARK 1 IS WSW OF THE STATION AND ABOUT 15 FEET
 MS0158'LOWER IN ELEVATION.  IT IS ABOUT 10 FEET E OF THE ROAD WHICH
 MS0158'RUNS N AND S.
 MS0158'
 MS0158'REFERENCE MARK 2 IS NNW OF THE STATION AND ABOUT 15 FEET
 MS0158'LOWER IN ELEVATION.  IT IS ABOUT 5 FEET N OF THE ROAD WHICH
 MS0158'RUNS E AND W.
 MS0158'
 MS0158'AZIMUTH MARK IS ABOUT 0.4 MILE NE OF THE STATION AND ABOUT
 MS0158'5 FEET LOWER IN ELEVATION.  IT IS ABOUT 30 FEET W OF AND ABOUT
 MS0158'10 FEET BELOW A DIRT ROAD AND IS SET NEAR A FENCE LINE.  TO
 MS0158'REACH FROM STATION GO N 0.5 MILE FROM THE INTERSECTION ABOUT
 MS0158'100 YARDS NW OF THE STATION.  THENCE TURN RIGHT (E) AND GO
 MS0158'FOR 0.5 MILE, HERE TURN RIGHT (S) AND GO FOR 0.15 MILE TO
 MS0158'THE MARK.
 MS0158'
 MS0158'TO REACH THE STATION FROM CLEARFIELD, UTAH, WHICH IS ABOUT
 MS0158'9 MILES BY U.S. HIGHWAY 91 SW OF OGDEN, UTAH, GO N FROM THE
 MS0158'CURVE IN THE HIGHWAY FOR 0.3 MILE TO CROSSROADS.  THENCE
 MS0158'LEAVE THE HIGHWAY AND TURN LEFT (W) AND GO FOR 4.5 MILES ON A
 MS0158'GRAVEL ROAD TO CROSSROADS.  THENCE TURN LEFT (S) AND GO FOR
 MS0158'0.5 MILE TO CROSSROADS ABOUT 100 YARDS NW OF THE STATION.
 MS0158
 MS0158                          STATION RECOVERY (1953)
 MS0158
 MS0158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFW)
 MS0158'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED IN
 MS0158'GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 MS0158'
 MS0158'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF THE CENTER
 MS0158'OF OGDEN, 5 MILES WEST OF CLEARFIELD, 1.3 MILES SOUTHWEST
 MS0158'OF THE WEST POINT ELEMENTARY SCHOOL, AND ON THE ABRAMS PROPERTY.
 MS0158'
 MS0158'TO REACH FROM THE POST OFFICE AT CLEARFIELD, GO 0.4 MILE
 MS0158'NORTHWEST ALONG U.S. HIGHWAY 91 TO THE INTERSECTION OF WEST
 MS0158'POINT ROAD.  TURN LEFT AND GO 4.5 MILES WEST ALONG WEST POINT
 MS0158'ROAD TO THE T JUNCTION OF A NORTH-SOUTH ASPHALT ROAD.  TURN
 MS0158'LEFT AND GO 0.5 MILE SOUTH ALONG THE ASPHALT ROAD TO THE
 MS0158'T JUNCTION OF A GRAVELED ROAD LEADING EAST AND THE STATION.
 MS0158'
 MS0158'THE STATION IS A COPPER BOLT IN THE TOP OF A SANDSTONE POST,
 MS0158'UNDER THE CENTER OF A 9-FOOT-HIGH BRICK MONUMENT, 269.0 FEET
 MS0158'SOUTHEAST OF AND ACROSS THE GRAVELED ROAD FROM THE SOUTHWEST
 MS0158'CORNER OF THE R. MONTGOMERY FARMHOUSE, 252 FEET EAST OF THE
 MS0158'CENTER LINE OF THE ASPHALT ROAD, 201 FEET SOUTH OF THE CENTER
 MS0158'LINE OF THE GRAVELED ROAD, AND FLUSH WITH THE GROUND.  THERE
 MS0158'IS AN 8- BY 9-INCH OPENING IN THE SOUTHEAST SIDE OF THE
 MS0158'MONUMENT NEAR THE GROUND AND A SQUARE REMOVABLE CONCRETE
 MS0158'COVER ON TOP OF THE MONUMENT WHICH GIVES ACCESS TO THE MARK.
 MS0158'
 MS0158'R.M. 1 IS A REFERENCE-MARK DISK, STAMPED SALT LAKE N.W. BASE
 MS0158'NO 1 1938, 357.5 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED
 MS0158'ROAD, 235.1 FEET WEST OF THE SOUTHWEST CORNER OF THE MONUMENT
 MS0158'OVER THE STATION.  159.0 FEET SOUTHEAST OF AND ACROSS THE
 MS0158'ASPHALT ROAD FROM THE SOUTHEAST CORNER OF A FARMHOUSE, 31
 MS0158'FEET EAST OF THE CENTER LINE OF THE ASPHALT ROAD, 22 FEET
 MS0158'SOUTH OF THE CENTER OF A DRAIN DITCH, 20.8 FEET SOUTHEAST
 MS0158'OF THE CENTER OF THE EAST END OF A 24-INCH CORRUGATED METAL
 MS0158'PIPE CULVERT, 1.8 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 MS0158'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MS0158'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MS0158'
 MS0158'R.M. 2 IS A REFERENCE-MARK DISK, STAMPED SALT LAKE N.W. BASE
 MS0158'NO 2 1938, 221.7 FEET NORTH OF THE WEST CORNER OF THE MONUMENT,
 MS0158'184 FEET EAST OF THE CENTER LINE OF THE ASPHALT ROAD, 81.3
 MS0158'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE R. MONTGOMERY
 MS0158'HOUSE, 20 FEET NORTH OF THE CENTER LINE OF THE GRAVELED ROAD,
 MS0158'16.2 FEET SOUTH OF THE SOUTH WALL OF A 3-STORY CHICKEN HOUSE,
 MS0158'3-1/2 FEET NORTHEAST OF A POWER LINE POLE, 1.1 FEET SOUTH OF
 MS0158'A FENCE, 1.6 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 MS0158'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 MS0158'FOOT ABOVE THE GROUND.
 MS0158'
 MS0158'THE AZIMUTH MARK IS AN AZIMUTH-MARK DISK, STAMPED SALT LAKE
 MS0158'N.W. BASE 1938, ABOUT 0.6 MILE ACROSS A FIELD FROM THE STATION,
 MS0158'0.45 MILE SOUTHWEST OF WEST POINT ELEMENTARY SCHOOL, 0.2
 MS0158'MILE NORTH OF WEST POINT CEMETERY, 0.15 MILE SOUTH ALONG
 MS0158'AN ASPHALT ROAD LEADING TO THE CEMETERY FROM THE T JUNCTION
 MS0158'OF WEST POINT ROAD, ON THE PROPERTY OF C.O. FISHER, 195-1/2
 MS0158'FEET SOUTHWEST OF AND ACROSS THE ROAD FROM A LONE 3-PRONGED
 MS0158'COTTONWOOD TREE, 144.3 FEET SOUTH OF A FENCE, 45-1/2 FEET
 MS0158'WEST OF THE CENTER LINE OF THE ROAD, 15.8 FEET WEST OF A
 MS0158'FENCE, 1.1 FEET WEST OF A WITNESS POST, ABOUT 8 FEET LOWER
 MS0158'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MS0158'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 MS0158
 MS0158                          STATION RECOVERY (1953)
 MS0158
 MS0158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 MS0158'5.4 MI W FROM CLEARFIELD.
 MS0158'0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE AT
 MS0158'CLEARFIELD, THENCE 4.5 MILES WEST ALONG WEST POINT ROAD, THENCE 0.5
 MS0158'MILE SOUTH ALONG AN ASPHALT ROAD, 1.3 MILES SOUTHWEST OF WEST POINT
 MS0158'ELEMENTARY SCHOOL, AT THE T JUNCTION OF A GRAVELED ROAD LEADING EAST,
 MS0158'UNDER THE CENTER OF A 9-FOOT-HIGH BRICK MONUMENT, 269.0 FEET SOUTHEAST
 MS0158'OF AND ACROSS THE GRAVELED ROAD FROM THE SOUTHWEST CORNER OF THE R.
 MS0158'MONTGOMERY FARMHOUSE, 252 FEET EAST OF THE CENTER LINE OF THE ASPHALT
 MS0158'ROAD, 201 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD, FLUSH
 MS0158'WITH THE GROUND, AND SET IN THE TOP OF A SANDSTONE POST. NOTE-- THERE
 MS0158'IS AN 8- BY 9-INCH OPENING IN THE SOUTHEAST SIDE OF THE MONUMENT NEAR
 MS0158'THE SURFACE OF THE GROUND WHICH GIVES ACCESS TO THE MARK. ALSO THERE
 MS0158'IS A SQUARE REMOVABLE CONCRETE COVER FOR THE MONUMENT.
 MS0158
 MS0158                          STATION RECOVERY (1963)
 MS0158
 MS0158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MS0158'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 MS0158'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 MS0158'NOT FOUND.  THE STATION WAS VISITED ONLY BY A LIGHTKEEPER.
 MS0158'A NEW TO REACH FOLLOWS.
 MS0158'
 MS0158'TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAY 91 AND STATE
 MS0158'HIGHWAY 107 IN THE NORTH PART OF CLEARFIELD, GO WEST, ON
 MS0158'STATE HIGHWAY 107 FOR 2.0 MILES TO A CROSS ROAD.  CONTINUE
 MS0158'WEST, ON PAVED ROAD FOR 2.4 MILES TO A CROSS ROAD.  TURN
 MS0158'LEFT, SOUTH, ON A PAVED ROAD FOR 0.45 MILE TO STATION ON
 MS0158'THE LEFT.
 MS0158
 MS0158                          STATION RECOVERY (1974)
 MS0158
 MS0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 MS0158'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.  THE
 MS0158'MARKS WERE MEASURED ELECTRONICALLY AT THIS OCCUPATION AND R.M. 1
 MS0158'WAS .168 METER SHORTER WHILE R.M. 2 WAS .310 METER SHORTER THAN IN
 MS0158'1938.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 MS0158'
 MS0158'THE STATION IS LOCATED ABOUT 11.5 MILES SOUTHWEST OF OGDEN, 8.0
 MS0158'MILES NORTHWEST OF LAYTON, AND 5.0 MILES WEST OF CLEARFIELD ON
 MS0158'THE SOUTH SIDE OF A SHORT DIVIDING FENCE IN AN OPEN PASTURE.  IT IS
 MS0158'ON PROPERTY OF MR. DALE ABRAMS WHO LIVES ABOUT 0.3 MILE EAST OF
 MS0158'THE STATION.
 MS0158'
 MS0158'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 84
 MS0158'AND 108, BETWEEN LAYTON AND CLEARFIELD, GO WEST ON STATE HIGHWAY
 MS0158'108 FOR 3.2 MILES TO A CROSSROAD AT THE JUNCTION OF STATE HIGHWAY
 MS0158'127.  CONTINUE WEST ON STATE HIGHWAY 127 FOR 2.5 MILES TO A SIDE
 MS0158'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 110
 MS0158'FOR 1.4 MILES TO R.M. 1 ON THE RIGHT AND THE STATION IN THE
 MS0158'PASTURE.  TO REACH THE AZIMUTH MARK CONTINUE NORTH ON STATE
 MS0158'HIGHWAY 110 FOR 0.5 MILE TO 300 NORTH STREET.  TURN RIGHT AND GO
 MS0158'EAST ON 300 NORTH FOR 0.5 MILE TO A SIDE ROAD RIGHT, BLUFF
 MS0158'ROAD.  TURN RIGHT AND GO SOUTH ON BLUFF RD. 0.15 MILE TO THE MARK
 MS0158'ON THE RIGHT.
 MS0158'
 MS0158'THE STATION MARK IS A COPPER BOLT WITH + SET IN A BLOCK OF
 MS0158'SANDSTONE 2 FEET SQUARE AND 10 INCHES THICK FLUSH WITH THE
 MS0158'GROUND.  A HOLLOW BRICK PIER 4 FEET SQUARE TAPERING TO 2 FEET
 MS0158'SQUARE AT THE TOP AND 9 FEET TALL IS BUILT OVER THE MARK.  AN 8 X
 MS0158'9-INCH HOLE ON THE EAST SIDE ALLOWS ACCESS TO THE MARK.  THE
 MS0158'UNDERGROUND MARK IS THE SAME AS ABOVE SET 30 INCHES DEEP.  THE
 MS0158'STATION IS 49 FEET SOUTHWEST OF A FENCE CORNER, 10 FEET SOUTH
 MS0158'OF AN EAST-WEST FENCE AND 8.5 FEET WEST OF A NORTH-SOUTH
 MS0158'FENCE.
 MS0158'
 MS0158'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED SALT LAKE NW
 MS0158'BASE NO 1 1938 CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE
 MS0158'MONUMENT PROJECTING 10 INCHES ABOVE GROUND.  IT IS 30 FEET EAST OF
 MS0158'THE CENTER OF STATE HIGHWAY 110, 1.5 FEET NORTH OF A WOODEN 4 X
 MS0158'4-INCH WITNESS POST AND 0.5 FOOT EAST OF A FENCELINE.
 MS0158'
 MS0158'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED SALT LAKE
 MS0158'NW BASE NO 2 1938 CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE
 MS0158'MONUMENT PROJECTING 4 INCHES ABOVE GROUND.  IT IS 3 FEET NORTHEAST
 MS0158'OF A POWERLINE POLE WITH TRANSFORMER, 1 FOOT WEST OF A 4 X 4-INCH
 MS0158'WOODEN WITNESS POST AND 1 FOOT SOUTH OF A FENCELINE.
 MS0158'
 MS0158'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SALT LAKE NW BASE
 MS0158'1938 CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MS0158'PROJECTING 2 INCHES ABOVE GROUND.  IT IS 46 FEET WEST OF THE CENTER
 MS0158'OF THE ROAD, 16.0 WEST OF A FENCE AND ABOUT 6 FEET LOWER THAN THE
 MS0158'ROAD.
 MS0158'
 MS0158'ELECTRONIC TRAVERSE DISTANCES ABOVE HAVE BEEN REDUCED TO SEA LEVEL.
 MS0158'
 MS0158'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MS0158'1-1/2 MILES NORTH OF SYRACUSE.
 MS0158
 MS0158                          STATION RECOVERY (1974)
 MS0158
 MS0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 MS0158'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0156 ***********************************************************************
 MS0156  DESIGNATION -  SALT LAKE NW BASE AZ MK
 MS0156  PID         -  MS0156
 MS0156  STATE/COUNTY-  UT/DAVIS
 MS0156  COUNTRY     -  US
 MS0156  USGS QUAD   -  CLEARFIELD (2017)
 MS0156
 MS0156                         *CURRENT SURVEY CONTROL
 MS0156  ______________________________________________________________________
 MS0156* NAD 83(2011) POSITION- 41 06 57.65934(N) 112 06 09.92150(W)   ADJUSTED
 MS0156* NAD 83(2011) ELLIP HT-  1278.418 (meters)        (07/08/20)   ADJUSTED
 MS0156* NAD 83(2011) EPOCH   -  2010.00
 MS0156* NAVD 88 ORTHO HEIGHT -  1295.490 (meters)     4250.29  (feet) ADJUSTED
 MS0156  ______________________________________________________________________
 MS0156  GEOID HEIGHT    -        -17.056 (meters)                     GEOID18
 MS0156  NAD 83(2011) X  - -1,811,016.307 (meters)                     COMP
 MS0156  NAD 83(2011) Y  - -4,459,379.977 (meters)                     COMP
 MS0156  NAD 83(2011) Z  -  4,172,979.145 (meters)                     COMP
 MS0156  LAPLACE CORR    -          0.50  (seconds)                    DEFLEC18
 MS0156  DYNAMIC HEIGHT  -       1294.527 (meters)     4247.13  (feet) COMP
 MS0156  MODELED GRAVITY -    979,835.6   (mgal)                       NAVD 88
 MS0156
 MS0156  VERT ORDER      -  FIRST     CLASS II
 MS0156
 MS0156  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MS0156  Standards:
 MS0156         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MS0156            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MS0156  -------------------------------------------------------------------
 MS0156  NETWORK    0.31   0.63           0.14   0.11   0.32      0.03414280
 MS0156  -------------------------------------------------------------------
 MS0156  Click here for local accuracies and other accuracy information.
 MS0156
 MS0156.The horizontal coordinates were established by GPS observations
 MS0156.and adjusted by the National Geodetic Survey in July 2020.
 MS0156
 MS0156.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MS0156.been affixed to the stable North American tectonic plate. See 
 MS0156.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MS0156
 MS0156.The horizontal coordinates are valid at the epoch date displayed above
 MS0156.which is a decimal equivalence of Year/Month/Day.
 MS0156
 MS0156.The orthometric height was determined by differential leveling and
 MS0156.adjusted by the NATIONAL GEODETIC SURVEY
 MS0156.in June 1991.
 MS0156
 MS0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0156.GEOID18 height accuracy estimate available here.
 MS0156
 MS0156.Click photographs - Photos may exist for this station.
 MS0156
 MS0156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MS0156
 MS0156.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0156
 MS0156.The ellipsoidal height was determined by GPS observations
 MS0156.and is referenced to NAD 83.
 MS0156
 MS0156.The dynamic height is computed by dividing the NAVD 88
 MS0156.geopotential number by the normal gravity value computed on the
 MS0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0156.degrees latitude (g = 980.6199 gals.).
 MS0156
 MS0156.The modeled gravity was interpolated from observed gravity values.
 MS0156
 MS0156. The following values were computed from the NAD 83(2011) position.
 MS0156
 MS0156;                    North         East     Units Scale Factor Converg.
 MS0156;SPC UT N     - 1,087,091.987   449,378.494   MT  0.99995959   -0 23 50.7
 MS0156;SPC UT N     - 3,566,567.63  1,474,335.94   sFT  0.99995959   -0 23 50.7
 MS0156;UTM  12      - 4,552,222.034   407,418.563   MT  0.99970549   -0 43 30.7
 MS0156
 MS0156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0156!SPC UT N     -   0.99979951  x   0.99995959  =   0.99975911
 MS0156!UTM  12      -   0.99979951  x   0.99970549  =   0.99950506
 MS0156
 MS0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0741852222(NAD 83)
 MS0156
 MS0156                          SUPERSEDED SURVEY CONTROL
 MS0156
 MS0156  NGVD 29 (??/??/92) 1294.60   (m)         4247.4    (f) COMPUTED    1 2
 MS0156
 MS0156.Superseded values are not recommended for survey control.
 MS0156
 MS0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0156.See file dsdata.pdf to determine how the superseded data were derived.
 MS0156
 MS0156_MARKER: DZ = AZIMUTH MARK DISK
 MS0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0156_STAMPING: SALT LAKE NW BASE 1938
 MS0156_MARK LOGO: CGS
 MS0156_PROJECTION: PROJECTING 6 CENTIMETERS
 MS0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0156+STABILITY: SURFACE MOTION
 MS0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0156+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2017
 MS0156
 MS0156  HISTORY     - Date     Condition        Report By
 MS0156  HISTORY     - 1938     MONUMENTED       CGS
 MS0156  HISTORY     - 1953     GOOD             CGS
 MS0156  HISTORY     - 1974     GOOD             NGS
 MS0156  HISTORY     - 20141209 GOOD             UT-057
 MS0156  HISTORY     - 20170526 GOOD             INDIV
 MS0156
 MS0156                          STATION DESCRIPTION
 MS0156
 MS0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0156'4.6 MI W FROM CLEARFIELD.
 MS0156'0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE AT
 MS0156'CLEARFIELD, THENCE 4.0 MILES WEST ALONG WEST POINT ROAD, THENCE 0.15
 MS0156'MILE SOUTH ALONG AN ASPHALT ROAD LEADING TO WEST POINT CEMETERY, 0.45
 MS0156'MILE SOUTHWEST OF WEST POINT ELEMENTARY SCHOOL, 0.2 MILE NORTH OF THE
 MS0156'CEMETERY, ON THE PROPERTY OF C. O. FISHER, 195 1/2 FEET SOUTHWEST OF
 MS0156'AND ACROSS THE ROAD FROM A LONE 3-PRONGED COTTONWOOD TREE, 144.3 FEET
 MS0156'SOUTH OF A FENCE, 45 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD,
 MS0156'15.8 FEET WEST OF A FENCE, 1.1 FEET WEST OF A WITNESS POST, ABOUT 8
 MS0156'FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MS0156'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 MS0156
 MS0156                          STATION RECOVERY (1974)
 MS0156
 MS0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 MS0156'RECOVERED IN GOOD CONDITION.
 MS0156
 MS0156                          STATION RECOVERY (2014)
 MS0156
 MS0156'RECOVERY NOTE BY WEBER COUNTY UTAH 2014 (DJM)
 MS0156'RECOVERED AS DESCRIBED. REPLACED DAMAGED WITNESS POST WITH AN ORANGE
 MS0156'CARSONITE POST.
 MS0156
 MS0156                          STATION RECOVERY (2017)
 MS0156
 MS0156'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (JEC)
 MS0156'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0157 ***********************************************************************
 MS0157  DESIGNATION -  SALT LAKE NW BASE RM 2
 MS0157  PID         -  MS0157
 MS0157  STATE/COUNTY-  UT/DAVIS
 MS0157  COUNTRY     -  US
 MS0157  USGS QUAD   -  CLEARFIELD (2017)
 MS0157
 MS0157                         *CURRENT SURVEY CONTROL
 MS0157  ______________________________________________________________________
 MS0157* NAD 83(1994) POSITION- 41 06 39.45798(N) 112 06 42.58733(W)   ADJUSTED
 MS0157* NAVD 88 ORTHO HEIGHT -  1290.398 (meters)     4233.58  (feet) ADJUSTED
 MS0157  ______________________________________________________________________
 MS0157  GEOID HEIGHT    -        -17.053 (meters)                     GEOID18
 MS0157  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC18
 MS0157  DYNAMIC HEIGHT  -       1289.444 (meters)     4230.45  (feet) COMP
 MS0157  MODELED GRAVITY -    979,840.4   (mgal)                       NAVD 88
 MS0157
 MS0157  HORZ ORDER      -  SECOND
 MS0157  VERT ORDER      -  FIRST     CLASS II
 MS0157
 MS0157.The horizontal coordinates were established by classical geodetic methods
 MS0157.and adjusted by the National Geodetic Survey in November 1997.
 MS0157
 MS0157.The orthometric height was determined by differential leveling and
 MS0157.adjusted by the NATIONAL GEODETIC SURVEY
 MS0157.in June 1991.
 MS0157
 MS0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0157.GEOID18 height accuracy estimate available here.
 MS0157
 MS0157.Click photographs - Photos may exist for this station.
 MS0157
 MS0157.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0157
 MS0157.The dynamic height is computed by dividing the NAVD 88
 MS0157.geopotential number by the normal gravity value computed on the
 MS0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0157.degrees latitude (g = 980.6199 gals.).
 MS0157
 MS0157.The modeled gravity was interpolated from observed gravity values.
 MS0157
 MS0157. The following values were computed from the NAD 83(1994) position.
 MS0157
 MS0157;                    North         East     Units Scale Factor Converg.
 MS0157;SPC UT N     - 1,086,535.857   448,612.501   MT  0.99995980   -0 24 12.3
 MS0157;SPC UT N     - 3,564,743.06  1,471,822.85   sFT  0.99995980   -0 24 12.3
 MS0157;UTM  12      - 4,551,670.434   406,649.596   MT  0.99970725   -0 43 52.0
 MS0157
 MS0157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0157!SPC UT N     -   0.99980031  x   0.99995980  =   0.99976011
 MS0157!UTM  12      -   0.99980031  x   0.99970725  =   0.99950761
 MS0157
 MS0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0664951670(NAD 83)
 MS0157
 MS0157                          SUPERSEDED SURVEY CONTROL
 MS0157
 MS0157  NAD 83(1993)-  41 06 39.45716(N)    112 06 42.58781(W) AD(       ) 2
 MS0157  NAD 83(1986)-  41 06 39.44695(N)    112 06 42.57801(W) AD(       ) 2
 MS0157  NAD 27      -  41 06 39.66028(N)    112 06 39.76806(W) AD(       ) 2
 MS0157  NGVD 29 (??/??/92) 1289.519  (m)         4230.70   (f) ADJ UNCH    1 2
 MS0157  NGVD 29            1289.52   (m)         4230.7    (f) LEVELING    3  
 MS0157
 MS0157.Superseded values are not recommended for survey control.
 MS0157
 MS0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0157.See file dsdata.pdf to determine how the superseded data were derived.
 MS0157
 MS0157_MARKER: DR = REFERENCE MARK DISK
 MS0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0157_STAMPING: SALT LAKE NW BASE NO 2 1938
 MS0157_MARK LOGO: CGS
 MS0157_PROJECTION: PROJECTING 15 CENTIMETERS
 MS0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0157+STABILITY: SURFACE MOTION
 MS0157
 MS0157  HISTORY     - Date     Condition        Report By
 MS0157  HISTORY     - 1938     MONUMENTED       CGS
 MS0157  HISTORY     - 1974     GOOD             NGS
 MS0157
 MS0157                          STATION DESCRIPTION
 MS0157
 MS0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 MS0157'5.4 MI W FROM CLEARFIELD.
 MS0157'0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE AT
 MS0157'CLEARFIELD, THENCE 4.5 MILES WEST ALONG WEST POINT ROAD, THENCE 0.5
 MS0157'MILE SOUTH ALONG AN ASPHALT ROAD, 1.3 MILES SOUTHWEST OF WEST POINT
 MS0157'ELEMENTARY SCHOOL, AT THE T JUNCTION OF A GRAVELED ROAD LEADING EAST,
 MS0157'221.7 FEET NORTH OF THE WEST CORNER OF A 9-FOOT-HIGH BRICK MONUMENT
 MS0157'OVER TRIANGULATION STATION SALT LAKE NW BASE, 184 FEET EAST OF THE
 MS0157'CENTER LINE OF THE ASPHALT ROAD, 81.3 FEET SOUTHEAST OF THE SOUTHEAST
 MS0157'CORNER OF THE R. MONTGOMERY FARMHOUSE, 20 FEET NORTH OF THE CENTER
 MS0157'LINE OF THE GRAVELED ROAD, 16.2 FEET SOUTH OF THE SOUTH WALL OF A
 MS0157'3-STORY CHICKEN HOUSE, 3 1/2 FEET NORTHEAST OF A POWER LINE POLE, 1.1
 MS0157'FEET SOUTH OF A FENCE, 1.6 FEET WEST OF A WITNESS POST, ABOUT LEVEL
 MS0157'WITH THE GRAVELED ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MS0157'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MS0157
 MS0157                          STATION RECOVERY (1974)
 MS0157
 MS0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 MS0157'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED SALT LAKE
 MS0157'NW BASE NO 2 1938 CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE
 MS0157'MONUMENT PROJECTING 4 INCHES ABOVE GROUND.  IT IS 3 FEET NORTHEAST
 MS0157'OF A POWERLINE POLE WITH TRANSFORMER, 1 FOOT WEST OF A 4 X 4-INCH
 MS0157'WOODEN WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0159 ***********************************************************************
 MS0159  DESIGNATION -  SALT LAKE NW BASE RM 1
 MS0159  PID         -  MS0159
 MS0159  STATE/COUNTY-  UT/DAVIS
 MS0159  COUNTRY     -  US
 MS0159  USGS QUAD   -  CLEARFIELD (2017)
 MS0159
 MS0159                         *CURRENT SURVEY CONTROL
 MS0159  ______________________________________________________________________
 MS0159* NAD 83(1994) POSITION- 41 06 36.43994(N) 112 06 44.56939(W)   ADJUSTED
 MS0159* NAVD 88 ORTHO HEIGHT -  1290.371 (meters)     4233.49  (feet) ADJUSTED
 MS0159  ______________________________________________________________________
 MS0159  GEOID HEIGHT    -        -17.052 (meters)                     GEOID18
 MS0159  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 MS0159  DYNAMIC HEIGHT  -       1289.418 (meters)     4230.37  (feet) COMP
 MS0159  MODELED GRAVITY -    979,840.6   (mgal)                       NAVD 88
 MS0159
 MS0159  HORZ ORDER      -  SECOND
 MS0159  VERT ORDER      -  FIRST     CLASS II
 MS0159
 MS0159.The horizontal coordinates were established by classical geodetic methods
 MS0159.and adjusted by the National Geodetic Survey in November 1997.
 MS0159
 MS0159.The orthometric height was determined by differential leveling and
 MS0159.adjusted by the NATIONAL GEODETIC SURVEY
 MS0159.in June 1991.
 MS0159
 MS0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0159.GEOID18 height accuracy estimate available here.
 MS0159
 MS0159.Click photographs - Photos may exist for this station.
 MS0159
 MS0159.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0159
 MS0159.The dynamic height is computed by dividing the NAVD 88
 MS0159.geopotential number by the normal gravity value computed on the
 MS0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0159.degrees latitude (g = 980.6199 gals.).
 MS0159
 MS0159.The modeled gravity was interpolated from observed gravity values.
 MS0159
 MS0159. The following values were computed from the NAD 83(1994) position.
 MS0159
 MS0159;                    North         East     Units Scale Factor Converg.
 MS0159;SPC UT N     - 1,086,443.085   448,565.603   MT  0.99995984   -0 24 13.6
 MS0159;SPC UT N     - 3,564,438.69  1,471,668.98   sFT  0.99995984   -0 24 13.6
 MS0159;UTM  12      - 4,551,577.956   406,602.180   MT  0.99970736   -0 43 53.2
 MS0159
 MS0159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0159!SPC UT N     -   0.99980031  x   0.99995984  =   0.99976016
 MS0159!UTM  12      -   0.99980031  x   0.99970736  =   0.99950773
 MS0159
 MS0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0660251577(NAD 83)
 MS0159
 MS0159                          SUPERSEDED SURVEY CONTROL
 MS0159
 MS0159  NAD 83(1993)-  41 06 36.43911(N)    112 06 44.56986(W) AD(       ) 2
 MS0159  NAD 83(1986)-  41 06 36.42890(N)    112 06 44.56007(W) AD(       ) 2
 MS0159  NAD 27      -  41 06 36.64227(N)    112 06 41.75002(W) AD(       ) 2
 MS0159  NGVD 29 (??/??/92) 1289.493  (m)         4230.61   (f) ADJ UNCH    1 2
 MS0159  NGVD 29            1289.49   (m)         4230.6    (f) LEVELING    3  
 MS0159
 MS0159.Superseded values are not recommended for survey control.
 MS0159
 MS0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0159.See file dsdata.pdf to determine how the superseded data were derived.
 MS0159
 MS0159_MARKER: DR = REFERENCE MARK DISK
 MS0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0159_STAMPING: SALT LAKE N.W. BASE NO 1 1938
 MS0159_MARK LOGO: CGS
 MS0159_PROJECTION: PROJECTING 15 CENTIMETERS
 MS0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0159+STABILITY: SURFACE MOTION
 MS0159
 MS0159  HISTORY     - Date     Condition        Report By
 MS0159  HISTORY     - 1938     MONUMENTED       CGS
 MS0159  HISTORY     - 1953     GOOD             CGS
 MS0159  HISTORY     - 1974     GOOD             NGS
 MS0159
 MS0159                          STATION DESCRIPTION
 MS0159
 MS0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0159'5.4 MI W FROM CLEARFIELD.
 MS0159'0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE AT
 MS0159'CLEARFIELD, THENCE 4.5 MILES WEST ALONG WEST POINT ROAD, THENCE 0.5
 MS0159'MILE SOUTH ALONG AN ASPHALT ROAD, 1.3 MILES SOUTHWEST OF WEST POINT
 MS0159'ELEMENTARY SCHOOL, AT THE T JUNCTION OF A GRAVELED ROAD LEADING EAST,
 MS0159'337.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE R. MONTGOMERY
 MS0159'FARMHOUSE, 289 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD,
 MS0159'235.1 FEET WEST OF THE SOUTHWEST CORNER OF A 9-FOOT-HIGH MONUMENT OVER
 MS0159'SALT LAKE NW BASE TRIANGULATION STATION, 159.0 FEET SOUTHEAST OF AND
 MS0159'ACROSS THE ASPHALT ROAD FROM THE SOUTHEAST CORNER OF A FARMHOUSE, 31
 MS0159'FEET EAST OF THE CENTER LINE OF THE ASPHALT ROAD, 22 FEET SOUTH OF THE
 MS0159'CENTER OF A DRAIN DITCH, 20.8 FEET SOUTHEAST OF THE CENTER OF THE EAST
 MS0159'END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 1.8 FEET NORTH OF A
 MS0159'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 MS0159'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MS0159
 MS0159                          STATION RECOVERY (1974)
 MS0159
 MS0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 MS0159'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED SALT LAKE NW
 MS0159'BASE NO 1 1938 CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE
 MS0159'MONUMENT PROJECTING 10 INCHES ABOVE GROUND.  IT IS 30 FEET EAST OF
 MS0159'THE CENTER OF STATE HIGHWAY 110, 1.5 FEET NORTH OF A WOODEN 4 X
 MS0159'4-INCH WITNESS POST AND 0.5 FOOT EAST OF A FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0728 ***********************************************************************
 MS0728  DESIGNATION -  SALT LAKE PENDLETON AWY BCN 6
 MS0728  PID         -  MS0728
 MS0728  STATE/COUNTY-  UT/BOX ELDER
 MS0728  COUNTRY     -  US
 MS0728  USGS QUAD   -  ROZEL POINT (2017)
 MS0728
 MS0728                         *CURRENT SURVEY CONTROL
 MS0728  ______________________________________________________________________
 MS0728* NAD 83(1994) POSITION- 41 28 51.86317(N) 112 43 21.26345(W)   ADJUSTED
 MS0728  ______________________________________________________________________
 MS0728  GEOID HEIGHT    -        -16.346 (meters)                     GEOID18
 MS0728  LAPLACE CORR    -          3.09  (seconds)                    DEFLEC18
 MS0728  HORZ ORDER      -  THIRD
 MS0728
 MS0728.The horizontal coordinates were established by classical geodetic methods
 MS0728.and adjusted by the National Geodetic Survey in June 1998.
 MS0728
 MS0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0728.GEOID18 height accuracy estimate available here.
 MS0728
 MS0728.Click photographs - Photos may exist for this station.
 MS0728
 MS0728.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0728
 MS0728. The following values were computed from the NAD 83(1994) position.
 MS0728
 MS0728;                    North         East     Units Scale Factor Converg.
 MS0728;SPC UT N     - 1,128,176.093   397,897.060   MT  0.99996490   -0 48 22.0
 MS0728;SPC UT N     - 3,701,357.73  1,305,433.94   sFT  0.99996490   -0 48 22.0
 MS0728;UTM  12      - 4,593,595.173   356,184.721   MT  0.99985453   -1 08 28.2
 MS0728
 MS0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL5618493595(NAD 83)
 MS0728
 MS0728                          SUPERSEDED SURVEY CONTROL
 MS0728
 MS0728  NAD 83(1993)-  41 28 51.85137(N)    112 43 21.26136(W) AD(       ) 3
 MS0728  NAD 83(1986)-  41 28 51.85055(N)    112 43 21.25284(W) AD(       ) 3
 MS0728  NAD 27      -  41 28 52.11610(N)    112 43 18.31891(W) AD(       ) 3
 MS0728
 MS0728.Superseded values are not recommended for survey control.
 MS0728
 MS0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0728.See file dsdata.pdf to determine how the superseded data were derived.
 MS0728
 MS0728_MARKER: 22 = AIRWAY BEACON
 MS0728
 MS0728  HISTORY     - Date     Condition        Report By
 MS0728  HISTORY     - 1940     FIRST OBSERVED   CGS
 MS0728
 MS0728                          STATION DESCRIPTION
 MS0728
 MS0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MS0728'ON THE SW SIDE OF PROMONTORY POINT, 45 MILES W OF OGDEN AND 27
 MS0728'MILES SE OF KELTON.
 MS0728'
 MS0728'THE BEACON IS A STANDARD RED-AND-WHITE, STRIPED, ROTATING,
 MS0728'AIRWAY BEACON, ABOUT 50 FEET HIGH.  THIS STATION WAS NOT VISITED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0501 ***********************************************************************
 MS0501  DESIGNATION -  SALT LAKE SE BASE
 MS0501  PID         -  MS0501
 MS0501  STATE/COUNTY-  UT/DAVIS
 MS0501  COUNTRY     -  US
 MS0501  USGS QUAD   -  CLEARFIELD (2017)
 MS0501
 MS0501                         *CURRENT SURVEY CONTROL
 MS0501  ______________________________________________________________________
 MS0501* NAD 83(1994) POSITION- 41 02 17.48882(N) 112 01 06.75432(W)   ADJUSTED
 MS0501* NAVD 88 ORTHO HEIGHT -  1284.877 (meters)     4215.47  (feet) POSTED
 MS0501  ______________________________________________________________________
 MS0501  GEOID HEIGHT    -        -17.056 (meters)                     GEOID18
 MS0501  LAPLACE CORR    -          3.84  (seconds)                    DEFLEC18
 MS0501  DYNAMIC HEIGHT  -       1283.89  (meters)     4212.2   (feet) COMP
 MS0501  MODELED GRAVITY -    979,813.7   (mgal)                       NAVD 88
 MS0501
 MS0501  HORZ ORDER      -  FIRST
 MS0501  VERT ORDER      -  * POSTED, SEE BELOW
 MS0501
 MS0501.The horizontal coordinates were established by classical geodetic methods
 MS0501.and adjusted by the National Geodetic Survey in November 1997.
 MS0501
 MS0501.The orthometric height was determined by differential leveling
 MS0501.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 MS0501
 MS0501.* This is a POSTED BENCH MARK height.
 MS0501
 MS0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0501.GEOID18 height accuracy estimate available here.
 MS0501
 MS0501.Click photographs - Photos may exist for this station.
 MS0501
 MS0501.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0501
 MS0501.The dynamic height is computed by dividing the NAVD 88
 MS0501.geopotential number by the normal gravity value computed on the
 MS0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0501.degrees latitude (g = 980.6199 gals.).
 MS0501
 MS0501.The modeled gravity was interpolated from observed gravity values.
 MS0501
 MS0501. The following values were computed from the NAD 83(1994) position.
 MS0501
 MS0501;                    North         East     Units Scale Factor Converg.
 MS0501;SPC UT N     - 1,078,403.940   456,399.335   MT  0.99996369   -0 20 30.9
 MS0501;SPC UT N     - 3,538,063.59  1,497,370.15   sFT  0.99996369   -0 20 30.9
 MS0501;SPC UT C     - 2,300,441.457   456,392.514   MT  1.00011979   -0 19 55.8
 MS0501;SPC UT C     - 7,547,365.01  1,497,347.77   sFT  1.00011979   -0 19 55.8
 MS0501;UTM  12      - 4,543,496.323   414,387.819   MT  0.99969021   -0 40 07.6
 MS0501
 MS0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0501!SPC UT N     -   0.99980117  x   0.99996369  =   0.99976487
 MS0501!SPC UT C     -   0.99980117  x   1.00011979  =   0.99992094
 MS0501!UTM  12      -   0.99980117  x   0.99969021  =   0.99949144
 MS0501
 MS0501:                Primary Azimuth Mark                     Grid Az
 MS0501:SPC UT N     -  SALT LAKE SE BASE AZ MK                  001 24 58.2
 MS0501:SPC UT C     -  SALT LAKE SE BASE AZ MK                  001 24 23.1
 MS0501:UTM  12      -  SALT LAKE SE BASE AZ MK                  001 44 34.9
 MS0501
 MS0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1438743496(NAD 83)
 MS0501
 MS0501|---------------------------------------------------------------------|
 MS0501| PID    Reference Object                     Distance      Geod. Az  |
 MS0501|                                                           dddmmss.s |
 MS0501| CM5944 SALT LAKE SE BASE AZ MK                            0010427.3 |
 MS0501| MS0712 SALT LAKE SE BASE RM 1               29.819 METERS 01531     |
 MS0501| MR0699 FRANCIS PK FAA RADAR DOME           APPROX.15.2 KM 0920900.9 |
 MS0501| MR0700 FRANCIS PEAK ANG RADAR DOME         APPROX.15.1 KM 0922044.2 |
 MS0501| CM5945 SALT LAKE SE BASE RM 2               29.913 METERS 30213     |
 MS0501|---------------------------------------------------------------------|
 MS0501
 MS0501                          SUPERSEDED SURVEY CONTROL
 MS0501
 MS0501  NAD 83(1993)-  41 02 17.48805(N)    112 01 06.75460(W) AD(       ) 1
 MS0501  NAD 83(1986)-  41 02 17.47776(N)    112 01 06.74500(W) AD(       ) 1
 MS0501  NAD 27      -  41 02 17.68461(N)    112 01 03.94809(W) AD(       ) 1
 MS0501  USSD        -  41 02 18.55900(N)    112 01 04.51600(W) AD(       ) 3
 MS0501  NGVD 29            1283.96   (m)         4212.5    (f) LEVELING    3  
 MS0501
 MS0501.Superseded values are not recommended for survey control.
 MS0501
 MS0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0501.See file dsdata.pdf to determine how the superseded data were derived.
 MS0501
 MS0501_MARKER: B = BOLT
 MS0501_SP_SET: SANDSTONE BLOCK
 MS0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0501
 MS0501  HISTORY     - Date     Condition        Report By
 MS0501  HISTORY     - 1896     MONUMENTED       CGS
 MS0501  HISTORY     - 1953     MARK NOT FOUND   CGS
 MS0501  HISTORY     - 1963     GOOD             CGS
 MS0501  HISTORY     - 1974     GOOD             NGS
 MS0501
 MS0501                          STATION DESCRIPTION
 MS0501
 MS0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1896 (WE)
 MS0501'IN THE SECOND FIELD SOUTHWEST OF HILLS HOUSE AND ORCHARD, WHICH
 MS0501'IS ON THE ROAD BETWEEN KAYSVILLE AND SYRACUSE, AND ABOUT HALFWAY
 MS0501'BETWEEN THE FIRST FENCE TO THE EASTWARD AND THE EDGE OF THE SALT
 MS0501'GRASS TO THE SOUTHWEST.  THE STATION IS MARKED UNDERGROUND BY
 MS0501'A CROSS IN A COPPER BOLT SET IN A BLOCK OF SANDSTONE 2 FEET
 MS0501'SQUARE AND 10 INCHES THICK, 4-1/2 FEET BELOW THE SURFACE OF THE
 MS0501'GROUND.  ABOVE THIS MARK IS A BRICK PIER 4 FEET SQUARE AT THE
 MS0501'BASE BUILT TO A HEIGHT OF ABOUT 9 FEET ABOVE THE GROUND.
 MS0501'THERE IS AN OPENING IN THE PIER AT THE SURFACE OF THE GROUND
 MS0501'TO GIVE ACCESS TO THE SURFACE MARK, WHICH IS EXACTLY THE SAME
 MS0501'AS THE UNDERGROUND MARK AND IS EMBEDDED IN THE CENTER OF
 MS0501'THE PIER.
 MS0501
 MS0501                          STATION RECOVERY (1953)
 MS0501
 MS0501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFW)
 MS0501'THIS STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THE 9-FOOT-HIGH
 MS0501'BRICK MONUMENT WAS FOUND BUT THE COPPER BOLT COULD NOT BE
 MS0501'FOUND.  TO REACH THE MONUMENT FROM THE POST OFFICE AT LAYTON,
 MS0501'GO 2.0 MILES WEST ALONG GENTILE STREET TO THE JUNCTION OF AN
 MS0501'ASPHALT ROAD, THENCE 0.9 MILE SOUTH ALONG AN ASPHALT ROAD, THENCE
 MS0501'0.1 MILE WEST ALONG A PRIVATE LANE, THENCE 0.9 MILE SOUTHWEST
 MS0501'ACROSS COUNTRY, ON THE PROPERTY OF LEONARD LAYTON, AND 225.5
 MS0501'FEET EAST OF A FENCE.
 MS0501
 MS0501                          STATION RECOVERY (1963)
 MS0501
 MS0501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MS0501'THE STATION MARK WAS RECOVERED AS DESCRIBED BY W. EIMBECK IN
 MS0501'1896.  AN AZIMUTH MARK AND TWO REFERENCE MARKS WAS ESTABLISHED.
 MS0501'A TOWER COULD NOT BE ERECTED OVER THE STATION MARK BECAUSE OF THE
 MS0501'BRICK STRUCTURE DESCRIBED IN ORIGINAL DESCRIPTION.
 MS0501'
 MS0501'REFERENCE MARK 1 WAS OCCUPIED AND AN ECCENTRIC REDUCTION MADE.
 MS0501'FOLLOWING IS A NEW DESCRIPTION.
 MS0501'
 MS0501'THE STATION IS ABOUT 3-1/4 MILES WEST-SOUTHWEST OF LAYTON, 5
 MS0501'MILES SOUTH OF CLEARFIELD, 12-1/2 MILES NORTHWEST OF BOUNTIFUL, ,
 MS0501'IN SWAMP LAND OWNED BY MAIME LAYTON WHO LIVES IN LAYTON.
 MS0501'
 MS0501'TO REACH THE STATION FROM THE INTERSECTION OF GENTILE STREET AND
 MS0501'MAIN STREET IN LAYTON, GO WEST ON GENTILE STREET FOR 2.7 MILES
 MS0501'TO A FARM HOUSE ON THE LEFT.  TURN LEFT AND GO SOUTH, PASSING
 MS0501'THROUGH A BARN LOT, AND FOLLOW A FIELD ROAD ALONG THE EAST SIDE
 MS0501'OF A FENCE FOR 0.85 MILE TO A GATE AND THE AZIMUTH MARK ABOUT
 MS0501'200 YARDS EAST OF A CORRAL.  PASS THROUGH THE GATE AND GO SOUTH
 MS0501'ACROSS SWAMPY FIELD FOR 0.9 MILE TO STATION SALT LAKE SOUTHEAST BASE.
 MS0501'
 MS0501'THE STATION MARK IS 211.8 FEET EAST OF A NORTH-SOUTH FENCE.
 MS0501'
 MS0501'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SALT LAKE SE BASE
 MS0501'NO 1 1896, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 MS0501'FLUSH WITH THE GROUND.  IT IS 245.4 FEET EAST OF THE FENCE.
 MS0501'
 MS0501'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SALT LAKE SE BASE
 MS0501'NO 2 1896, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 MS0501'FLUSH WITH THE GROUND.  IT IS 130.8 FEET EAST OF THE FENCE.
 MS0501'
 MS0501'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SALT LAKE SE
 MS0501'BASE 1896, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 MS0501'PROJECTING 10 INCHES.  IT IS 1 FOOT SOUTH OF AN EAST-WEST
 MS0501'FENCE, 7.4 FEET EAST OF AN EAST GATE POST AND 15.2 FEET EAST OF
 MS0501'THE CENTERLINE OF THE FIELD ROAD.
 MS0501
 MS0501                          STATION RECOVERY (1974)
 MS0501
 MS0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 MS0501'THE STATION, REFERENCE MARKS 1, 2, AND THE AZIMUTH MARK WERE
 MS0501'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 MS0501'TO ALL THE MARKS COMPARED FAVORABLY WITH THE 1963 DATA.
 MS0501'
 MS0501'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF BOUNTIFUL,
 MS0501'5 MILES SOUTH OF CLEARFIELD, 3-1/4 MILES WEST-SOUTHWEST OF LAYTON,
 MS0501'AND ON PROPERTY OWNED BY MAIME LAYTON, WHO LIVES IN THE TOWN OF
 MS0501'LAYTON.
 MS0501'
 MS0501'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND GENTILE
 MS0501'STREETS IN LAYTON, GO WEST ON GENTILE STREET FOR 2.6 MILES TO A
 MS0501'DRIVEWAY AND A LARGE TWO-STORY BRICK HOUSE ON THE LEFT.  TURN LEFT
 MS0501'AND GO SOUTH ON THE DRIVEWAY FOR 0.1 MILE TO A CONCRETE
 MS0501'SILO.  CONTINUE SOUTHERLY ON A FIELD ROAD ALONG THE EAST SIDE OF
 MS0501'A FENCE LINE FOR 0.65 MILE TO A CORRAL ON THE RIGHT.  BEAR LEFT
 MS0501'AND GO SOUTHEAST ON THE FIELD ROAD FOR 0.05 MILE TO A GATE AND
 MS0501'THE AZIMUTH MARK ON THE LEFT, IN THE FENCE LINE.  PASS THROUGH
 MS0501'GATE AND PICK WAY SOUTH ACROSS SWAMPY PASTURE FOR 0.3 MILE TO A
 MS0501'GATE IN AN EAST-WEST FENCE LINE.  PASS THROUGH GATE AND
 MS0501'CONTINUE SOUTHERLY ACROSS THE SWAMPY PASTURE FOR 0.45 MILE TO A
 MS0501'BRICK PIER AND STATION.
 MS0501'
 MS0501'THE STATION IS MARKED BY A CROSS IN A COPPER BOLT THAT IS CEMENTED
 MS0501'IN THE BOTTOM OF A BRICK PIER WHICH IS 4 FEET SQUARE AT THE BASE AND
 MS0501'ABOUT 9 FEET TALL.  THERE IS A SMALL OPENING ON THE NORTH SIDE TO
 MS0501'GIVE ACCESS TO THE COPPER BOLT.  IT IS 212 FEET EAST OF A
 MS0501'NORTH-SOUTH FENCE.
 MS0501'
 MS0501'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SALT LAKE SE BASE NO 1
 MS0501'1896, CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MS0501'IS FLUSH WITH THE GROUND AND ABOUT 1 FOOT HIGHER THAN THE
 MS0501'STATION.  IT IS 245 FEET EAST OF A NORTH-SOUTH FENCE.
 MS0501'
 MS0501'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SALT LAKE SE BASE
 MS0501'NO 2 1896, CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE
 MS0501'MONUMENT THAT IS FLUSH WITH THE GROUND AND ABOUT 1 FOOT HIGHER
 MS0501'THAN THE STATION.  IT IS 131 FEET EAST OF A NORTH-SOUTH
 MS0501'FENCE.
 MS0501'
 MS0501'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SALT LAKE SE BASE
 MS0501'1896, CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MS0501'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 7 FEET EAST OF THE
 MS0501'EAST GATE POST AND 1 FOOT SOUTH OF THE EAST-WEST FENCE.
 MS0501'
 MS0501'HEIGHT OF LIGHT ABOVE STATION MARK 14.2 FEET.
 MS0501'
 MS0501'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MS0501'3-1/4 MILES WEST-SOUTHWEST OF LAYTON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0712 ***********************************************************************
 MS0712  DESIGNATION -  SALT LAKE SE BASE RM 1
 MS0712  PID         -  MS0712
 MS0712  STATE/COUNTY-  UT/DAVIS
 MS0712  COUNTRY     -  US
 MS0712  USGS QUAD   -  CLEARFIELD (2017)
 MS0712
 MS0712                         *CURRENT SURVEY CONTROL
 MS0712  ______________________________________________________________________
 MS0712* NAD 83(1994) POSITION- 41 02 18.42022(N) 112 01 06.41277(W)   ADJUSTED
 MS0712* NAVD 88 ORTHO HEIGHT -  1285.    (meters)     4216.    (feet) SCALED
 MS0712  ______________________________________________________________________
 MS0712  GEOID HEIGHT    -        -17.055 (meters)                     GEOID18
 MS0712  LAPLACE CORR    -          3.86  (seconds)                    DEFLEC18
 MS0712  HORZ ORDER      -  FIRST
 MS0712
 MS0712.The horizontal coordinates were established by classical geodetic methods
 MS0712.and adjusted by the National Geodetic Survey in November 1997.
 MS0712
 MS0712.The orthometric height was scaled from a topographic map.
 MS0712
 MS0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0712.GEOID18 height accuracy estimate available here.
 MS0712
 MS0712.Click photographs - Photos may exist for this station.
 MS0712
 MS0712.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0712
 MS0712. The following values were computed from the NAD 83(1994) position.
 MS0712
 MS0712;                    North         East     Units Scale Factor Converg.
 MS0712;SPC UT N     - 1,078,432.623   456,407.483   MT  0.99996367   -0 20 30.6
 MS0712;SPC UT N     - 3,538,157.70  1,497,396.88   sFT  0.99996367   -0 20 30.6
 MS0712;SPC UT C     - 2,300,470.146   456,400.659   MT  1.00011988   -0 19 55.6
 MS0712;SPC UT C     - 7,547,459.14  1,497,374.50   sFT  1.00011988   -0 19 55.6
 MS0712;UTM  12      - 4,543,524.951   414,396.129   MT  0.99969019   -0 40 07.4
 MS0712
 MS0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0712!SPC UT N     -   0.99980116  x   0.99996367  =   0.99976484
 MS0712!SPC UT C     -   0.99980116  x   1.00011988  =   0.99992102
 MS0712!UTM  12      -   0.99980116  x   0.99969019  =   0.99949141
 MS0712
 MS0712:                Primary Azimuth Mark                     Grid Az
 MS0712:SPC UT N     -  SALT LAKE SE BASE AZ MK                  001 04 41.4
 MS0712:SPC UT C     -  SALT LAKE SE BASE AZ MK                  001 04 06.4
 MS0712:UTM  12      -  SALT LAKE SE BASE AZ MK                  001 24 18.2
 MS0712
 MS0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1439643524(NAD 83)
 MS0712
 MS0712|---------------------------------------------------------------------|
 MS0712| PID    Reference Object                     Distance      Geod. Az  |
 MS0712|                                                           dddmmss.s |
 MS0712| CM5944 SALT LAKE SE BASE AZ MK                            0004410.8 |
 MS0712| LP0357 BACCHUS AF PLANT 81 TANK            APPROX.41.1 KM 1830234.8 |
 MS0712| MS0501 SALT LAKE SE BASE                    29.819 METERS 19531     |
 MS0712| CM5945 SALT LAKE SE BASE RM 2               35.674 METERS 24859     |
 MS0712|---------------------------------------------------------------------|
 MS0712
 MS0712                          SUPERSEDED SURVEY CONTROL
 MS0712
 MS0712  NAD 83(1993)-  41 02 18.41944(N)    112 01 06.41305(W) AD(       ) 1
 MS0712  NAD 83(1986)-  41 02 18.40920(N)    112 01 06.40343(W) AD(       ) 1
 MS0712  NAD 27      -  41 02 18.61601(N)    112 01 03.60653(W) AD(       ) 1
 MS0712
 MS0712.Superseded values are not recommended for survey control.
 MS0712
 MS0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0712.See file dsdata.pdf to determine how the superseded data were derived.
 MS0712
 MS0712_MARKER: DR = REFERENCE MARK DISK
 MS0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0712_STAMPING: SALT LAKE SE BASE NO 1 1896
 MS0712_MARK LOGO: CGS
 MS0712_PROJECTION: FLUSH
 MS0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0712+STABILITY: SURFACE MOTION
 MS0712
 MS0712  HISTORY     - Date     Condition        Report By
 MS0712  HISTORY     - 1963     MONUMENTED       CGS
 MS0712
 MS0712                          STATION DESCRIPTION
 MS0712
 MS0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MS0712'THE STATION IS ABOUT 3-1/4 MILES WEST-SOUTHWEST OF LAYTON, 5
 MS0712'MILES SOUTH OF CLEARFIELD, 12-1/2 MILES NORTHWEST OF BOUNTIFUL, ,
 MS0712'IN SWAMP LAND OWNED BY MAIME LAYTON WHO LIVES IN LAYTON.
 MS0712'
 MS0712'TO REACH THE STATION FROM THE INTERSECTION OF GENTILE STREET AND
 MS0712'MAIN STREET IN LAYTON, GO WEST ON GENTILE STREET FOR 2.7 MILES
 MS0712'TO A FARM HOUSE ON THE LEFT.  TURN LEFT AND GO SOUTH, PASSING
 MS0712'THROUGH A BARN LOT, AND FOLLOW A FIELD ROAD ALONG THE EAST SIDE
 MS0712'OF A FENCE FOR 0.85 MILE TO A GATE AND THE AZIMUTH MARK ABOUT
 MS0712'200 YARDS EAST OF A CORRAL.  PASS THROUGH THE GATE AND GO SOUTH
 MS0712'ACROSS SWAMPY FIELD FOR 0.9 MILE TO STATION SALT LAKE SOUTHEAST BASE.
 MS0712'
 MS0712'STATION SALT LAKE SOUTHEAST BASE MARK IS 211.8 FEET EAST OF A
 MS0712'NORTH-SOUTH FENCE.
 MS0712'
 MS0712'THE STATION MARK IS A STANDARD DISK, STAMPED SALT LAKE SE BASE
 MS0712'NO 1 1896, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 MS0712'FLUSH WITH THE GROUND.  IT IS 245.4 FEET EAST OF THE FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DF8974 ***********************************************************************
 DF8974  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8974  DESIGNATION -  SALT LAKE WAAS 1 CORS ARP
 DF8974  CORS_ID     -  ZLC1
 DF8974  PID         -  DF8974
 DF8974  STATE/COUNTY-  UT/SALT LAKE
 DF8974  COUNTRY     -  US
 DF8974  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 DF8974
 DF8974                         *CURRENT SURVEY CONTROL
 DF8974  ______________________________________________________________________
 DF8974* NAD 83(2011) POSITION- 40 47 09.73914(N) 111 57 07.78668(W)   ADJUSTED
 DF8974* NAD 83(2011) ELLIP HT-  1287.697 (meters)        (04/??/25)   ADJUSTED
 DF8974* NAD 83(2011) EPOCH   -  2010.00
 DF8974  ______________________________________________________________________
 DF8974  GEOID HEIGHT    -        -17.008 (meters)                     GEOID18
 DF8974  NAD 83(2011) X  - -1,808,272.272 (meters)                     COMP
 DF8974  NAD 83(2011) Y  - -4,486,411.781 (meters)                     COMP
 DF8974  NAD 83(2011) Z  -  4,145,302.801 (meters)                     COMP
 DF8974
 DF8974  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8974  Standards:
 DF8974         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8974            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8974  -------------------------------------------------------------------
 DF8974  NETWORK    0.54   0.69           0.25   0.16   0.35     -0.56153700
 DF8974  -------------------------------------------------------------------
 DF8974
 DF8974.The coordinates were established by GPS observations
 DF8974.and adjusted by the National Geodetic Survey in April 2025.
 DF8974
 DF8974.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8974.been affixed to the stable North American Tectonic Plate. 
 DF8974
 DF8974.The coordinates are valid at the epoch date displayed above
 DF8974.which is a decimal equivalence of Year/Month/Day.
 DF8974
 DF8974.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DF8974.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DF8974.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DF8974.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DF8974.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DF8974.published epoch of 2010.00.
 DF8974
 DF8974.Additional information on MYCS is available at:
 DF8974.https://geodesy.noaa.gov/CORS/index.shtml
 DF8974
 DF8974.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8974.GEOID18 height accuracy estimate available here.
 DF8974
 DF8974.The PID for the CORS L1 Phase Center is DI8142.
 DF8974
 DF8974.Click photographs - Photos may exist for this station.
 DF8974
 DF8974.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8974
 DF8974.The ellipsoidal height was determined by GPS observations
 DF8974.and is referenced to NAD 83.
 DF8974
 DF8974. The following values were computed from the NAD 83(2011) position.
 DF8974
 DF8974;                    North         East     Units Scale Factor Converg.
 DF8974;SPC UT C     - 2,272,407.265   461,833.192   MT  1.00003669   -0 17 22.7
 DF8974;SPC UT C     - 7,455,389.50  1,515,197.73   sFT  1.00003669   -0 17 22.7
 DF8974;UTM  12      - 4,515,441.846   419,662.692   MT  0.99967944   -0 37 19.3
 DF8974
 DF8974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8974!SPC UT C     -   0.99979805  x   1.00003669  =   0.99983473
 DF8974!UTM  12      -   0.99979805  x   0.99967944  =   0.99947755
 DF8974
 DF8974_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1966215441(NAD 83)
 DF8974
 DF8974                          SUPERSEDED SURVEY CONTROL
 DF8974
 DF8974  NAD 83(2011)-  40 47 09.73936(N)    111 57 07.78659(W) AD(2010.00) c
 DF8974  ELLIP H (06/??/20) 1287.685  (m)                       GP(2010.00) c c
 DF8974  NAD 83(2011)-  40 47 09.73903(N)    111 57 07.78613(W) AD(2010.00) c
 DF8974  ELLIP H (06/??/19) 1287.691  (m)                       GP(2010.00) c c
 DF8974  NAD 83(2011)-  40 47 09.73905(N)    111 57 07.78593(W) AD(2010.00) c
 DF8974  ELLIP H (08/??/11) 1287.693  (m)                       GP(2010.00) c c
 DF8974  NAD 83(CORS)-  40 47 09.73914(N)    111 57 07.78576(W) AD(2002.00) c
 DF8974  ELLIP H (11/??/03) 1287.700  (m)                       GP(2002.00) c c
 DF8974
 DF8974.Superseded values are not recommended for survey control.
 DF8974
 DF8974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8974.See file dsdata.pdf to determine how the superseded data were derived.
 DF8974
 DF8974_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF8974
 DF8974                          STATION DESCRIPTION
 DF8974
 DF8974'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DF8974'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DF8974'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DF8974'AND LOG FILES ACCESSIBLE AT:
 DF8974'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5824 ***********************************************************************
 AI5824  CBN         -  This is a Cooperative Base Network Control Station.
 AI5824  DESIGNATION -  SALTAIR
 AI5824  PID         -  AI5824
 AI5824  STATE/COUNTY-  UT/SALT LAKE
 AI5824  COUNTRY     -  US
 AI5824  USGS QUAD   -  FARNSWORTH PEAK (2017)
 AI5824
 AI5824                         *CURRENT SURVEY CONTROL
 AI5824  ______________________________________________________________________
 AI5824* NAD 83(2011) POSITION- 40 43 54.01791(N) 112 12 45.61788(W)   ADJUSTED
 AI5824* NAD 83(2011) ELLIP HT-  1267.517 (meters)        (06/27/12)   ADJUSTED
 AI5824* NAD 83(2011) EPOCH   -  2010.00
 AI5824* NAVD 88 ORTHO HEIGHT -  1284.8   (meters)     4215.    (feet) GPS OBS
 AI5824  ______________________________________________________________________
 AI5824  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5824  GEOID HEIGHT    -        -17.289 (meters)                     GEOID09
 AI5824  GEOID HEIGHT    -        -17.295 (meters)                     GEOID18
 AI5824  NAD 83(2011) X  - -1,830,136.690 (meters)                     COMP
 AI5824  NAD 83(2011) Y  - -4,481,779.449 (meters)                     COMP
 AI5824  NAD 83(2011) Z  -  4,140,715.583 (meters)                     COMP
 AI5824  LAPLACE CORR    -          4.80  (seconds)                    DEFLEC18
 AI5824
 AI5824  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5824  Standards:
 AI5824         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5824            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5824  -------------------------------------------------------------------
 AI5824  NETWORK    0.40   1.10           0.18   0.14   0.56     -0.00145503
 AI5824  -------------------------------------------------------------------
 AI5824  Click here for local accuracies and other accuracy information.
 AI5824
 AI5824.The horizontal coordinates were established by GPS observations
 AI5824.and adjusted by the National Geodetic Survey in June 2012.
 AI5824
 AI5824.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5824.been affixed to the stable North American tectonic plate. See 
 AI5824.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5824
 AI5824.The horizontal coordinates are valid at the epoch date displayed above
 AI5824.which is a decimal equivalence of Year/Month/Day.
 AI5824
 AI5824.The orthometric height was determined by GPS observations and a
 AI5824.high-resolution geoid model.
 AI5824
 AI5824.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5824.GEOID18 height accuracy estimate available here.
 AI5824
 AI5824.Click photographs - Photos may exist for this station.
 AI5824
 AI5824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5824
 AI5824.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5824
 AI5824.The ellipsoidal height was determined by GPS observations
 AI5824.and is referenced to NAD 83.
 AI5824
 AI5824. The following values were computed from the NAD 83(2011) position.
 AI5824
 AI5824;                    North         East     Units Scale Factor Converg.
 AI5824;SPC UT C     - 2,266,513.051   439,796.084   MT  1.00002135   -0 27 23.5
 AI5824;SPC UT C     - 7,436,051.57  1,442,897.65   sFT  1.00002135   -0 27 23.5
 AI5824;UTM  12      - 4,509,677.932   397,598.824   MT  0.99972907   -0 47 28.9
 AI5824
 AI5824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5824!SPC UT C     -   0.99980121  x   1.00002135  =   0.99982256
 AI5824!UTM  12      -   0.99980121  x   0.99972907  =   0.99953033
 AI5824
 AI5824_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL9759809677(NAD 83)
 AI5824
 AI5824                          SUPERSEDED SURVEY CONTROL
 AI5824
 AI5824  NAD 83(2007)-  40 43 54.01759(N)    112 12 45.61831(W) AD(2002.00) 0
 AI5824  ELLIP H (02/10/07) 1267.530  (m)                       GP(2002.00)    
 AI5824  NAD 83(1994)-  40 43 54.01710(N)    112 12 45.61780(W) AD(       ) A
 AI5824  ELLIP H (06/28/00) 1267.548  (m)                       GP(       ) 4 1
 AI5824  NAVD 88 (06/28/00) 1284.9    (m)  GEOID99  model used  GPS OBS        
 AI5824
 AI5824.Superseded values are not recommended for survey control.
 AI5824
 AI5824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5824.See file dsdata.pdf to determine how the superseded data were derived.
 AI5824
 AI5824_MARKER: DD = SURVEY DISK
 AI5824_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI5824_SP_SET: SMALL CONCRETE PAD/SIDEWALK
 AI5824_STAMPING: SALTAIR99
 AI5824_MARK LOGO: USGS
 AI5824_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5824+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1999
 AI5824
 AI5824  HISTORY     - Date     Condition        Report By
 AI5824  HISTORY     - UNK      MONUMENTED       USGS
 AI5824  HISTORY     - 19990615 GOOD             USGS
 AI5824
 AI5824                          STATION DESCRIPTION
 AI5824
 AI5824'DESCRIBED BY US GEOLOGICAL SURVEY 1999 (RLB)
 AI5824'THE STATION IS LOCATED ABOUT 27.8 KM (17.25 MI) WEST-SOUTHWEST OF SALT
 AI5824'LAKE CITY, 23.0 KM (14.30 MI) NORTH-NORTHEAST OF TOOELE AND AT THE
 AI5824'SOUTH END OF GREAT SALT LAKE MARINA.  OWNERSHIP--UTAH PARKS
 AI5824'DEPARTMENT.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AI5824'HIGHWAYS 80 AND 215W, GO WEST ON HIGHWAY 80 FOR 12.7 MI (20.4 KM) TO
 AI5824'EXIT 104, STATE HIGHWAY 202, SALTAIR DRIVE.  TAKE THE EXIT AND TURN
 AI5824'RIGHT, NORTH, FOR 50 M (164.0 FT) TO A T JUNCTION.  TURN LEFT AND GO
 AI5824'WEST FOR 1.8 MI (2.9 KM) TO THE ENTRANCE TO THE MARINA.  TURN LEFT AND
 AI5824'GO SOUTH ALONG THE EDGE OF THE MARINA FOR 0.15 MI (0.24 KM) TO THE
 AI5824'SOUTHEAST CORNER OF THE MARINA.  TURN RIGHT AND GO WEST ALONG THE EDGE
 AI5824'OF THE MARINA FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT AT A
 AI5824'GAGING STATION SHED.  THE STATION IS A USGS GAGING STATION DISK SET IN
 AI5824'TOP OF A 1 M (3.3 FT) BY 1 M (3.3 FT) CONCRETE PAD.  IT IS 2.65 M
 AI5824'(8.69 FT) SOUTH OF THE DOOR IN THE GAGING STATION SHED DOOR.  NOTE -
 AI5824'THERE WAS A PREVIOUS USGS STATION CALLED SALTAIR NEAR THIS POINT THAT
 AI5824'WAS DESTROYED DURING MARINA CONSTRUCTION.  THE SALT LAKE COUNTY SURVEY
 AI5824'STAMPED SALTAIR ON THE GAGING STATION DISK.  USGS ADDED A SMALLER CASE
 AI5824'99 TO SALTAIR TO MAKE IT SALTAIR99 TO AVOID CONFUSION. THE 99 CAN BE
 AI5824'MADE OUT BY BRUSHING ANY DUST OR DIRT OFF THE DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0338 ***********************************************************************
 LP0338  DESIGNATION -  SALTAIR RADIO STA KSL TALL MST
 LP0338  PID         -  LP0338
 LP0338  STATE/COUNTY-  UT/SALT LAKE
 LP0338  COUNTRY     -  US
 LP0338  USGS QUAD   -  BAILEYS LAKE (2017)
 LP0338
 LP0338                         *CURRENT SURVEY CONTROL
 LP0338  ______________________________________________________________________
 LP0338* NAD 83(1994) POSITION- 40 46 48.36163(N) 112 05 50.41173(W)   ADJUSTED
 LP0338  ______________________________________________________________________
 LP0338  GEOID HEIGHT    -        -17.190 (meters)                     GEOID18
 LP0338  LAPLACE CORR    -          1.95  (seconds)                    DEFLEC18
 LP0338  HORZ ORDER      -  THIRD
 LP0338
 LP0338.The horizontal coordinates were established by classical geodetic methods
 LP0338.and adjusted by the National Geodetic Survey in November 1997.
 LP0338
 LP0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0338.GEOID18 height accuracy estimate available here.
 LP0338
 LP0338.Click photographs - Photos may exist for this station.
 LP0338
 LP0338.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0338
 LP0338. The following values were computed from the NAD 83(1994) position.
 LP0338
 LP0338;                    North         East     Units Scale Factor Converg.
 LP0338;SPC UT C     - 2,271,819.713   449,574.928   MT  1.00003497   -0 22 57.5
 LP0338;SPC UT C     - 7,453,461.84  1,474,980.41   sFT  1.00003497   -0 22 57.5
 LP0338;UTM  12      - 4,514,925.781   407,405.431   MT  0.99970553   -0 43 00.4
 LP0338
 LP0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0740514925(NAD 83)
 LP0338
 LP0338                          SUPERSEDED SURVEY CONTROL
 LP0338
 LP0338  NAD 83(1993)-  40 46 48.35972(N)    112 05 50.41162(W) AD(       ) 3
 LP0338  NAD 83(1986)-  40 46 48.35110(N)    112 05 50.40342(W) AD(       ) 3
 LP0338  NAD 27      -  40 46 48.54955(N)    112 05 47.61068(W) AD(       ) 3
 LP0338
 LP0338.Superseded values are not recommended for survey control.
 LP0338
 LP0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0338.See file dsdata.pdf to determine how the superseded data were derived.
 LP0338
 LP0338_MARKER: 42 = RADIO/TV MAST
 LP0338
 LP0338  HISTORY     - Date     Condition        Report By
 LP0338  HISTORY     - 1962     FIRST OBSERVED   CGS
 LP0338  HISTORY     - 1966     GOOD             CGS
 LP0338  HISTORY     - 1973     GOOD             NGS
 LP0338  HISTORY     - 19850615 GOOD             NGS
 LP0338
 LP0338                          STATION DESCRIPTION
 LP0338
 LP0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LP0338'STATION IS THE TOP CENTER OF THE TALLEST MAST OF TWO, WHICH IS
 LP0338'480 FEET IN HEIGHT.  THE OTHER MAST IS 200 FEET IN HEIGHT.
 LP0338'THE MAST IS ABOUT 10 MILES WEST OF THE CENTER OF SALT LAKE
 LP0338'CITY AND ALONG U.S. HIGHWAY 40.
 LP0338
 LP0338                          STATION RECOVERY (1966)
 LP0338
 LP0338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RKB)
 LP0338'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1962 DESCRIPTION.
 LP0338
 LP0338                          STATION RECOVERY (1973)
 LP0338
 LP0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LP0338'THE SALTAIR RADIO STATION KSL TALLEST MAST 1962, WAS VISITED AND
 LP0338'RECOVERED AS DESCRIBED IN 1962.
 LP0338
 LP0338                          STATION RECOVERY (1985)
 LP0338
 LP0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 LP0338'THE STATION IS A RADIO/TV MAST.  RECOVERED IN GOOD CONDITION AND AS
 LP0338'DESCRIBED EXCEPT FOR USING THE LIGHT, WHICH IS OFFSET FROM THE TOP
 LP0338'CENTER WHICH WAS DESCRIBED IN THE 1962 DESCRIPTION.  THE LIGHT WAS
 LP0338'USED BY THE SALT LAKE COUNTY SURVEYORS AND POSSIBLY BY NGS IN 1973. A
 LP0338'CHECK OF THE 1973 RECORDS SHOULD BE MADE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0452 ***********************************************************************
 JN0452  DESIGNATION -  SAM
 JN0452  PID         -  JN0452
 JN0452  STATE/COUNTY-  UT/WAYNE
 JN0452  COUNTRY     -  US
 JN0452  USGS QUAD   -  THE PINNACLE (2017)
 JN0452
 JN0452                         *CURRENT SURVEY CONTROL
 JN0452  ______________________________________________________________________
 JN0452* NAD 83(1994) POSITION- 38 14 25.16542(N) 110 19 40.73274(W)   ADJUSTED
 JN0452* NAVD 88 ORTHO HEIGHT -  1870.7   (meters)     6137.    (feet) VERTCON3
 JN0452  ______________________________________________________________________
 JN0452  GEOID HEIGHT    -        -20.127 (meters)                     GEOID18
 JN0452  LAPLACE CORR    -          2.97  (seconds)                    DEFLEC18
 JN0452  HORZ ORDER      -  THIRD
 JN0452
 JN0452.The horizontal coordinates were established by classical geodetic methods
 JN0452.and adjusted by the National Geodetic Survey in November 1997.
 JN0452
 JN0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0452
 JN0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0452.GEOID18 height accuracy estimate available here.
 JN0452
 JN0452.Click photographs - Photos may exist for this station.
 JN0452
 JN0452.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0452
 JN0452. The following values were computed from the NAD 83(1994) position.
 JN0452
 JN0452;                    North         East     Units Scale Factor Converg.
 JN0452;SPC UT S     - 3,175,296.957   602,600.002   MT  0.99998294   +0 43 05.1
 JN0452;SPC UT S     -10,417,620.10  1,977,030.17   sFT  0.99998294   +0 43 05.1
 JN0452;UTM  12      - 4,232,693.458   558,808.698   MT  0.99964259   +0 24 57.5
 JN0452
 JN0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0452!SPC UT S     -   0.99970971  x   0.99998294  =   0.99969266
 JN0452!UTM  12      -   0.99970971  x   0.99964259  =   0.99935240
 JN0452
 JN0452:                Primary Azimuth Mark                     Grid Az
 JN0452:SPC UT S     -  HAPPY                                    108 34 00.0
 JN0452:UTM  12      -  HAPPY                                    108 52 07.6
 JN0452
 JN0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH5880832693(NAD 83)
 JN0452
 JN0452|---------------------------------------------------------------------|
 JN0452| PID    Reference Object                     Distance      Geod. Az  |
 JN0452|                                                           dddmmss.s |
 JN0452| JN0451 HAPPY                               APPROX. 6.4 KM 1091705.1 |
 JN0452|---------------------------------------------------------------------|
 JN0452
 JN0452                          SUPERSEDED SURVEY CONTROL
 JN0452
 JN0452  NAD 83(1986)-  38 14 25.15736(N)    110 19 40.73125(W) AD(       ) 3
 JN0452  NAD 27      -  38 14 25.21289(N)    110 19 38.23245(W) AD(       ) 3
 JN0452  NGVD 29 (07/19/86) 1869.6    (m)         6134.     (f) VERT ANG       
 JN0452
 JN0452.Superseded values are not recommended for survey control.
 JN0452
 JN0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0452.See file dsdata.pdf to determine how the superseded data were derived.
 JN0452
 JN0452_MARKER: DB = BENCH MARK DISK
 JN0452_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JN0452_STAMPING: SAM 1953
 JN0452_MARK LOGO: USGS
 JN0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0452+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2021
 JN0452
 JN0452  HISTORY     - Date     Condition        Report By
 JN0452  HISTORY     - 1953     MONUMENTED       USGS
 JN0452  HISTORY     - 1953     GOOD             USGS
 JN0452  HISTORY     - 20210928 GOOD             INDIV
 JN0452
 JN0452                          STATION DESCRIPTION
 JN0452
 JN0452'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JN0452'LOCATED ABOUT 28 MI. SE. OF HANKSVILLE  AND 20.0 MI. W. OF THE
 JN0452'CONFLUENCE OF GREEN AND COLORADO RIVERS ON HIGH PART OF SMALL KNOLL
 JN0452'IN SPARSLEY WOODED AREA.
 JN0452'
 JN0452'STATION REACHED BY HELICOPTER.
 JN0452'
 JN0452'STATION MARK - STANDARD TABLET STAMPED --- SAM 1953 --- SET IN TOP OF
 JN0452'PIPE DRIVEN INTO GROUND AND PROJECTING 1.0 FT. ABOVE GROUND.
 JN0452'
 JN0452'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED --- NO.1
 JN0452'1953--- IN TOP OF PIPE DRIVEN IN GROUND, 51.37 FT. FROM STATION,
 JN0452'N 38 DEG 02 MIN E.
 JN0452'
 JN0452'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED --- NO.2
 JN0452'1953--- IN TOP OF PIPE DRIVEN IN GROUND, 27.80 FT. FROM STATION MARK,
 JN0452'N 74 DEG 01 MIN E.
 JN0452'
 JN0452'STATION RECOVERED AS DESCRIBED.
 JN0452
 JN0452                          STATION RECOVERY (2021)
 JN0452
 JN0452'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 JN0452'TO REACH FROM IH-70 IN UTAH, TAKE EXIT 149 AND GO SOUTH ON UT-24 FOR
 JN0452'24.5 MI (39.4 KM).  TURN LEFT ONTO CR1010 AND GO 24 MI (38.6 KM)
 JN0452'TOWARD HANS FLATS RANGER STATION.  AT THE INTERSECTION AT 24 MI (38.6
 JN0452'KM) TURN RIGHT ONTO CR114 AND GO 15.4 MI (24.8 KM).  THEN TURN RIGHT
 JN0452'ONTO CR119, MARKED WITH A BLM STEEL POST 0119 AND GO 2.4 MI (3.9 KM),
 JN0452'THEN TURN RIGHT ONTO A JEEP TRAIL AND GO 3.66 MI (5.89 KM) TO END OF
 JN0452'VEHICLE TRAVEL.  A SUITABLE 4WD VEHICLE IS RECOMMENDED AS THE TRAIL
 JN0452'GETS SANDY.  FROM HERE HIKE NORTH-NORTHEAST TO THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0518 ***********************************************************************
 KN0518  DESIGNATION -  SAMS RESET
 KN0518  PID         -  KN0518
 KN0518  STATE/COUNTY-  UT/DUCHESNE
 KN0518  COUNTRY     -  US
 KN0518  USGS QUAD   -  GRAY HEAD PEAK (2017)
 KN0518
 KN0518                         *CURRENT SURVEY CONTROL
 KN0518  ______________________________________________________________________
 KN0518* NAD 83(1994) POSITION- 39 59 38.41742(N) 110 45 17.17650(W)   ADJUSTED
 KN0518* NAVD 88 ORTHO HEIGHT -  2809.8   (meters)     9218.    (feet) VERTCON3
 KN0518  ______________________________________________________________________
 KN0518  GEOID HEIGHT    -        -16.035 (meters)                     GEOID18
 KN0518  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 KN0518  HORZ ORDER      -  THIRD
 KN0518
 KN0518.The horizontal coordinates were established by classical geodetic methods
 KN0518.and adjusted by the National Geodetic Survey in November 1997.
 KN0518
 KN0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0518
 KN0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0518.GEOID18 height accuracy estimate available here.
 KN0518
 KN0518.Click photographs - Photos may exist for this station.
 KN0518
 KN0518.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0518
 KN0518. The following values were computed from the NAD 83(1994) position.
 KN0518
 KN0518;                    North         East     Units Scale Factor Converg.
 KN0518;SPC UT C     - 2,184,630.843   563,636.591   MT  0.99990266   +0 28 38.6
 KN0518;SPC UT C     - 7,167,409.69  1,849,197.72   sFT  0.99990266   +0 28 38.6
 KN0518;UTM  12      - 4,427,120.608   520,934.494   MT  0.99960540   +0 09 27.4
 KN0518
 KN0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0518!SPC UT C     -   0.99956191  x   0.99990266  =   0.99946461
 KN0518!UTM  12      -   0.99956191  x   0.99960540  =   0.99916748
 KN0518
 KN0518:                Primary Azimuth Mark                     Grid Az
 KN0518:SPC UT C     -  GREYHEAD                                 127 46 12.5
 KN0518:UTM  12      -  GREYHEAD                                 128 05 23.7
 KN0518
 KN0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK2093427120(NAD 83)
 KN0518
 KN0518|---------------------------------------------------------------------|
 KN0518| PID    Reference Object                     Distance      Geod. Az  |
 KN0518|                                                           dddmmss.s |
 KN0518| KN0509 GREYHEAD                            APPROX. 4.9 KM 1281451.1 |
 KN0518|---------------------------------------------------------------------|
 KN0518
 KN0518                          SUPERSEDED SURVEY CONTROL
 KN0518
 KN0518  NAD 83(1993)-  39 59 38.41746(N)    110 45 17.17515(W) AD(       ) 3
 KN0518  NAD 83(1986)-  39 59 38.40315(N)    110 45 17.16993(W) AD(       ) 3
 KN0518  NAD 27      -  39 59 38.54935(N)    110 45 14.60078(W) AD(       ) 3
 KN0518  NGVD 29 (07/19/86) 2808.4    (m)         9214.     (f) VERT ANG       
 KN0518
 KN0518.Superseded values are not recommended for survey control.
 KN0518
 KN0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0518.See file dsdata.pdf to determine how the superseded data were derived.
 KN0518
 KN0518_MARKER: DD = SURVEY DISK
 KN0518_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KN0518_STAMPING: SAMS 1959 1966
 KN0518_MARK LOGO: USGS
 KN0518_PROJECTION: PROJECTING 6 CENTIMETERS
 KN0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0518
 KN0518  HISTORY     - Date     Condition        Report By
 KN0518  HISTORY     - 1966     MONUMENTED       USGS
 KN0518  HISTORY     - 1966     MARK NOT FOUND   USGS
 KN0518
 KN0518                          STATION DESCRIPTION
 KN0518
 KN0518'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KN0518'THE STATION MARK AND REFERENCE MARK NO. 1 WERE
 KN0518'GONE, SO NEW MARKS WERE SET.
 KN0518'
 KN0518'LOCATED ABOUT 21 MI. SW. OF DUCHESNE, 15 MI. SSE. OF FRUITLAND, ON A
 KN0518'CONICAL TOP NEAR THE HEAD OF SAMS CANYON.
 KN0518'
 KN0518'TO REACH FROM DUCHESNE, UTAH, DRIVE W. ON HIGHWAY 40, 4.5 MI. TO A
 KN0518'GRAVEL RD., TURN LEFT ON GRAVEL RD. UP STRAWBERRY RIVER 12 MI. TO
 KN0518'T-RD. LEFT, TURN LEFT AND GO 9.3 MI. UP SAMS CANYON TO A Y-RD., TAKE
 KN0518'RIGHT FORK ABOUT 2.3 MI. THROUGH SADDLE AND UP SIDEHILL TO POINT
 KN0518'WHERE RD. BEGINS TO START DOWN AND END OF TRUCK TRAVEL.  WALK UP STEEP
 KN0518'HILL TO HIGHEST POINT AND STATION.  ABOUT A 50-MINUTE PACK.
 KN0518'
 KN0518'STATION MARK--STANDARD USGS TABLET, STAMPED ---SAMS 1959 1966---,
 KN0518'WELDED INTO THE TOP OF A 4 IN. PIPE PROJECTING 0.2 FT.
 KN0518'
 KN0518'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 KN0518'1 1966---, WELDED INTO THE TOP OF A 3 IN. PIPE PROJECTING 0.6 FT.
 KN0518'
 KN0518'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET, STAMPED
 KN0518'---NO 2 1959---, CEMENTED INTO A VERY SMALL CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0578 ***********************************************************************
 JM0578  DESIGNATION -  SAN JUAN GRAND
 JM0578  PID         -  JM0578
 JM0578  STATE/COUNTY-  UT/SAN JUAN
 JM0578  COUNTRY     -  US
 JM0578  USGS QUAD   -  THE KNOLL (2017)
 JM0578
 JM0578                         *CURRENT SURVEY CONTROL
 JM0578  ______________________________________________________________________
 JM0578* NAD 83(1994) POSITION- 38 30 00.32669(N) 109 48 21.42681(W)   ADJUSTED
 JM0578* NAVD 88 ORTHO HEIGHT -  1830.9   (meters)     6007.    (feet) VERTCON3
 JM0578  ______________________________________________________________________
 JM0578  GEOID HEIGHT    -        -20.452 (meters)                     GEOID18
 JM0578  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 JM0578  HORZ ORDER      -  SECOND
 JM0578
 JM0578.The horizontal coordinates were established by classical geodetic methods
 JM0578.and adjusted by the National Geodetic Survey in November 1997.
 JM0578
 JM0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0578
 JM0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0578.GEOID18 height accuracy estimate available here.
 JM0578
 JM0578.Click photographs - Photos may exist for this station.
 JM0578
 JM0578.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0578
 JM0578. The following values were computed from the NAD 83(1994) position.
 JM0578
 JM0578;                    North         East     Units Scale Factor Converg.
 JM0578;SPC UT S     - 3,204,827.683   647,772.567   MT  1.00002931   +1 02 16.5
 JM0578;SPC UT S     -10,514,505.49  2,125,233.83   sFT  1.00002931   +1 02 16.5
 JM0578;UTM  12      - 4,261,978.940   604,120.039   MT  0.99973350   +0 44 36.2
 JM0578
 JM0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0578!SPC UT S     -   0.99971602  x   1.00002931  =   0.99974532
 JM0578!UTM  12      -   0.99971602  x   0.99973350  =   0.99944959
 JM0578
 JM0578:                Primary Azimuth Mark                     Grid Az
 JM0578:SPC UT S     -  NECK RM 3                                204 18 12.8
 JM0578:UTM  12      -  NECK RM 3                                204 35 53.1
 JM0578
 JM0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH0412061978(NAD 83)
 JM0578
 JM0578|---------------------------------------------------------------------|
 JM0578| PID    Reference Object                     Distance      Geod. Az  |
 JM0578|                                                           dddmmss.s |
 JM0578| CM7094 SAN JUAN GRAND RM 1                   7.043 METERS 04145     |
 JM0578| CM7095 SAN JUAN GRAND RM 2                   6.598 METERS 12636     |
 JM0578| JM0541 NECK RM 3                           APPROX. 1.0 KM 2052029.3 |
 JM0578|---------------------------------------------------------------------|
 JM0578
 JM0578                          SUPERSEDED SURVEY CONTROL
 JM0578
 JM0578  NAD 83(1986)-  38 30 00.31441(N)    109 48 21.42640(W) AD(       ) 2
 JM0578  NAD 27      -  38 30 00.37627(N)    109 48 18.99650(W) AD(       ) 2
 JM0578  NGVD 29 (07/19/86) 1829.8    (m)         6003.     (f) VERT ANG       
 JM0578
 JM0578.Superseded values are not recommended for survey control.
 JM0578
 JM0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0578.See file dsdata.pdf to determine how the superseded data were derived.
 JM0578
 JM0578_MARKER: DD = SURVEY DISK
 JM0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0578_STAMPING: COUNTY BOUNDARY GRAND COUNTY SAN JUAN COUNT 1962
 JM0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0578+STABILITY: SURFACE MOTION
 JM0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0578+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2012
 JM0578
 JM0578  HISTORY     - Date     Condition        Report By
 JM0578  HISTORY     - 1962     MONUMENTED       CGS
 JM0578  HISTORY     - 20090525 GOOD             GEOCAC
 JM0578  HISTORY     - 20091129 GOOD             GEOCAC
 JM0578  HISTORY     - 20120904 GOOD             GEOCAC
 JM0578
 JM0578                          STATION DESCRIPTION
 JM0578
 JM0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LGB)
 JM0578'THE STATION IS LOCATED ABOUT 13-1/2 MILES WEST OF MOAB, 3-3/4
 JM0578'MILES SOUTH ALONG THE MAIN ROAD FROM THE JUNCTION OF ROADS
 JM0578'LEADING TO DEAD HORSE POINT AND THE NECK, 2.15 MILES NORTH
 JM0578'OF A ROAD LEADING TO SHAFERS TRAIL, ON BIG FLAT AND JUST EAST
 JM0578'OF THE ROAD LEADING TO THE NECK.
 JM0578'
 JM0578'TO REACH FROM THE POST OFFICE IN MOAB, GO NORTHERLY ON U.S.
 JM0578'HIGHWAY 160 FOR 11.0 MILES TO DEAD HORSE POINT ROAD AND SIGN
 JM0578'ON THE LEFT.  TURN LEFT AS PER SIGN AND FOLLOW THE ROAD
 JM0578'WESTERLY UP THE CANYON AND ONTO THE TOP OF THE MESA FOR 8.3
 JM0578'MILES TO A FORK.  KEEP LEFT FORK AND FOLLOW THE MAIN ROAD
 JM0578'FOR 3.7 MILES TO ANOTHER FORK.  KEEP LEFT FORK AND FOLLOW
 JM0578'THE MAIN ROAD FOR 2.4 MILES TO A FORK AT THE TOP OF A RIDGE.
 JM0578'KEEP THE RIGHT FORK AND GO SOUTH FOR 3.95 MILES TO THE STATION
 JM0578'ON THE LEFT.
 JM0578'
 JM0578'THE STATION MARK IS A COUNTY BOUNDARY MARKER DISK SET IN
 JM0578'THE TOP OF AN 8-INCH CYLINDRICAL CONCRETE POST THAT PROJECTS
 JM0578'18-INCHES ABOVE THE GROUND.  CAST IN THE DISK ARE THE WORDS
 JM0578'COUNTY BOUNDARY GRAND COUNTY SAN JUAN COUNTY YEAR 1962.  IT
 JM0578'IS 195 FEET EAST OF THE CENTER OF A ROAD AND 150 FEET WEST
 JM0578'OF THE EDGE OF THE BENCH.
 JM0578'
 JM0578'REFERENCE MARK 1, STAMPED SAN JUAN GRAND NO 1 1963, IS A
 JM0578'STANDARD DISK BRAZED TO THE TOP OF A 2 1/2-INCH PIPE THAT
 JM0578'PROJECTS 6-INCHES ABOVE THE GROUND.
 JM0578'
 JM0578'REFERENCE MARK 2, STAMPED SAN JUAN GRAND NO 2 1963, IS A
 JM0578'STANDARD DISK BRAZED TO THE TOP OF A 2-1/2 INCH PIPE THAT
 JM0578'PROJECTS 6-INCHES ABOVE THE GROUND.
 JM0578
 JM0578                          STATION RECOVERY (2009)
 JM0578
 JM0578'RECOVERY NOTE BY GEOCACHING 2009 (WS)
 JM0578'REFERENCE MARKS NOT SEARCHED FOR.
 JM0578
 JM0578                          STATION RECOVERY (2009)
 JM0578
 JM0578'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0578'ALL REFERENCE OBJECTS ALSO FOUND.  APPARENTLY THIS STATION IS NOT ON
 JM0578'THE COUNTY LINE AND THE CAST LETTERS 'COUNTY BOUNDARY' HAVE BEEN
 JM0578'OBLITERATED.
 JM0578
 JM0578                          STATION RECOVERY (2012)
 JM0578
 JM0578'RECOVERY NOTE BY GEOCACHING 2012 (BA)
 JM0578'RECOVERED STATION SAN JUAN GRAND ALONG WITH RM 1 AND RM 2, ALL IN GOOD
 JM0578'CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0493 ***********************************************************************
 JN0493  DESIGNATION -  SAN RAFAEL KNOB
 JN0493  PID         -  JN0493
 JN0493  STATE/COUNTY-  UT/EMERY
 JN0493  COUNTRY     -  US
 JN0493  USGS QUAD   -  SAN RAFAEL KNOB (2017)
 JN0493
 JN0493                         *CURRENT SURVEY CONTROL
 JN0493  ______________________________________________________________________
 JN0493* NAD 83(1994) POSITION- 38 48 47.03300(N) 110 51 16.08746(W)   ADJUSTED
 JN0493* NAVD 88 ORTHO HEIGHT -  2415.    (meters)     7923.    (feet) SCALED
 JN0493  ______________________________________________________________________
 JN0493  GEOID HEIGHT    -        -18.149 (meters)                     GEOID18
 JN0493  LAPLACE CORR    -          0.11  (seconds)                    DEFLEC18
 JN0493  HORZ ORDER      -  THIRD
 JN0493
 JN0493.The horizontal coordinates were established by classical geodetic methods
 JN0493.and adjusted by the National Geodetic Survey in November 1997.
 JN0493
 JN0493.The orthometric height was scaled from a topographic map.
 JN0493
 JN0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0493.GEOID18 height accuracy estimate available here.
 JN0493
 JN0493.Click photographs - Photos may exist for this station.
 JN0493
 JN0493.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0493
 JN0493. The following values were computed from the NAD 83(1994) position.
 JN0493
 JN0493;                    North         East     Units Scale Factor Converg.
 JN0493;SPC UT C     - 2,053,463.593   556,069.575   MT  1.00005646   +0 24 48.6
 JN0493;SPC UT C     - 6,737,071.80  1,824,371.60   sFT  1.00005646   +0 24 48.6
 JN0493;UTM  12      - 4,296,042.565   512,634.902   MT  0.99960197   +0 05 28.4
 JN0493
 JN0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0493!SPC UT C     -   0.99962404  x   1.00005646  =   0.99968048
 JN0493!UTM  12      -   0.99962404  x   0.99960197  =   0.99922616
 JN0493
 JN0493:                Primary Azimuth Mark                     Grid Az
 JN0493:SPC UT C     -  SAN RAFAEL KNOB AZ MK                    320 26 04.9
 JN0493:UTM  12      -  SAN RAFAEL KNOB AZ MK                    320 45 25.1
 JN0493
 JN0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH1263496042(NAD 83)
 JN0493
 JN0493|---------------------------------------------------------------------|
 JN0493| PID    Reference Object                     Distance      Geod. Az  |
 JN0493|                                                           dddmmss.s |
 JN0493| CM7097 SAN RAFAEL KNOB RM 1                  4.605 METERS 07249     |
 JN0493| CM7098 SAN RAFAEL KNOB RM 2                 15.382 METERS 29858     |
 JN0493| CM7096 SAN RAFAEL KNOB AZ MK                              3205053.5 |
 JN0493|---------------------------------------------------------------------|
 JN0493
 JN0493                          SUPERSEDED SURVEY CONTROL
 JN0493
 JN0493  NAD 83(1986)-  38 48 47.01702(N)    110 51 16.08401(W) AD(       ) 3
 JN0493  NAD 27      -  38 48 47.07351(N)    110 51 13.56000(W) AD(       ) 2
 JN0493  NAD 27      -  38 48 47.10800(N)    110 51 13.48500(W) AD(       ) 3
 JN0493  USCA        -  38 48 41.76000(N)    110 51 19.40000(W) AD(       ) 3
 JN0493  USSD        -  38 48 47.80200(N)    110 51 14.15900(W) AD(       ) 3
 JN0493
 JN0493.Superseded values are not recommended for survey control.
 JN0493
 JN0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0493.See file dsdata.pdf to determine how the superseded data were derived.
 JN0493
 JN0493_MARKER: DS = TRIANGULATION STATION DISK
 JN0493_SETTING: 66 = SET IN ROCK OUTCROP
 JN0493_STAMPING: SAN RAFAEL KNOB 1938
 JN0493
 JN0493  HISTORY     - Date     Condition        Report By
 JN0493  HISTORY     - 1890     MONUMENTED       CGS
 JN0493  HISTORY     - 1938     GOOD             CGS
 JN0493  HISTORY     - 1952     GOOD             USGS
 JN0493  HISTORY     - 1969     GOOD             LAWPC
 JN0493
 JN0493                          STATION DESCRIPTION
 JN0493
 JN0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JN0493'ABOUT 23 MILES ESE OF EMERY, UTAH, AND ABOUT 18 MILES SW OF
 JN0493'SAN RAFAEL RIVER.  IT IS LOCATED ON TOP OF A SOLID SANDSTONE
 JN0493'BUTTE WHICH IS HIGHEST POINT OF SAN RAFAEL SWELL.  THIS BUTTE
 JN0493'IS MOST PROMINENT ONE OF SEVERAL BUTTES AND FORMATIONS IN THIS
 JN0493'VICINITY.  PT IS LISTED AS AN INTERSECTION STATION IN SPECIAL
 JN0493'PUBLICATION 209.
 JN0493'
 JN0493'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 JN0493'IN OUTCROPPING BEDROCK AS DESCRIBED.
 JN0493'
 JN0493'STATION IS REACHED FROM POST OFFICE IN EMERY, UTAH, BY GOING
 JN0493'E AND N ON UTAH 10, 6.4 MILES TO ROCHESTER SCHOOL ON L AND A
 JN0493'GRADED DIRT ROAD LEADING TO R.  TURN R AND GO E 0.5 MILE.  AT
 JN0493'THIS POINT GRADED ROAD TURNS N.  CONTINUE STRAIGHT AHEAD ON
 JN0493'TRACK ROAD, EASTERLY, 0.4 MILE TO A FORK.  THENCE TAKE R FORK AND
 JN0493'GO SOUTHEASTERLY 2.35 MILES TO A WIRE GATE.  HERE CONTINUE 0.25
 JN0493'MILE TO ANOTHER WIRE GATE.  THENCE CONTINUE SOUTHEASTERLY ON
 JN0493'MAIN-TRAVELED ROAD 4.8 MILES TO A NARROW DEEP WASH.  IT MAY
 JN0493'BE NECESSARY TO SHOVEL DOWN BANKS BEFORE CROSSING.  THENCE
 JN0493'CROSS WASH AND TURN L, FOLLOWING MAIN-TRAVELED ROAD 4.5 MILES
 JN0493'TO A SIGN ABOUT 20 YARDS TO R (ALLOTMENT 5).  THENCE
 JN0493'CONTINUE 1.65 MILES TO ANOTHER SIGN ON R (ALLOTMENT 5).
 JN0493'THENCE CONTINUE 1.3 MILES TO A SIGN ON L (ALLOTMENT 4).
 JN0493'THENCE CONTINUE SOUTHEASTERLY ON MAIN-TRAVELED ROAD
 JN0493'2.65 MILES TO A TRIANGLE TRENCH AND A MOUND ON R.  THERE IS ALSO A
 JN0493'STEEP, ROCKY BLUFF DROPPING OFF TO R AT THIS POINT.  CONTINUE
 JN0493'0.5 MILE TO A POINT WHERE ROAD GOES DOWN OVER ROUGH
 JN0493'SANDSTONE ROCK.  CARE SHOULD BE TAKEN IN DRIVING OVER THIS
 JN0493'SECTION OF ROAD.  THENCE CONTINUE ON OLD ROAD 2.45 MILES TO
 JN0493'END OF TRUCK TRAVEL.  FROM HERE STATION IS VISIBLE ABOUT 4
 JN0493'MILES DISTANT AT 114.5 DEG MAGNETIC.  FROM HERE GO WESTERLY
 JN0493'ABOUT 300 YARDS, THEN L, DOWN ACROSS A CANYON OR LARGE WASH
 JN0493'AND ON UP TO SOUTHERN SIDE OF CANYON.  HERE PACK EASTERLY
 JN0493'ALONG SOUTHERN SIDE OF CANYON ABOUT 1/2 MILE.  AT THIS
 JN0493'POINT CROSS ANOTHER CANYON COMING IN FROM S BY CROSSING A
 JN0493'SMALL HOGBACK.  THENCE CONTINUE ON ACROSS COUNTRY TOWARD BUTTE
 JN0493'ABOUT 4 MILES TO SOUTHERN POINT OF BUTTE.  THENCE CONTINUE ON AROUND
 JN0493'BUTTE TO EASTERN SIDE.  NEAR NORTHEASTERN SIDE OF BUTTE FIND A
 JN0493'SERIES OF SANDSTONE LEDGES UP SIDE OF BUTTE.  CLIMB THESE
 JN0493'LEDGES AND CONTINUE ON UP TO HIGHEST POINT AND STATION SITE.
 JN0493'A ROPE MAY BE NECESSARY IN CLIMBING SANDSTONE LEDGES.
 JN0493'
 JN0493'REFERENCE MARK NO. 1 IS ENE OF STATION AND ABOUT ONE FOOT
 JN0493'LOWER IN ELEVATION.  REFERENCE MARK NO. 2 IS WNW OF STATION AND
 JN0493'ABOUT 25 FEET LOWER IN ELEVATION.
 JN0493'
 JN0493'AZIMUTH MARK IS NW OF STATION AND ABOUT 500 FEET LOWER IN
 JN0493'ELEVATION.  IT IS ON E LEDGE OF A LOW RIDGE AND ABOUT 100 YARDS
 JN0493'W OF A LARGE, PROMINENT, DEAD PINE.  IT IS ABOUT ONE MILE AIRLINE
 JN0493'FROM STATION.  IT IS ABOUT A THREE-HOUR BACK-PACK TO STATION.
 JN0493
 JN0493                          STATION RECOVERY (1952)
 JN0493
 JN0493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 JN0493'STATION FOUND AS DESCRIBED, ALL MARKS FOUND IN GOOD CONDITION.
 JN0493'
 JN0493
 JN0493                          STATION RECOVERY (1969)
 JN0493
 JN0493'RECOVERY NOTE BY LA WTR AND PWR COMM 1969 (CER)
 JN0493'CHANCE 1938-GOOD
 JN0493'
 JN0493'REACHED BY HELICOPTER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0400 ***********************************************************************
 KO0400  DESIGNATION -  SAND
 KO0400  PID         -  KO0400
 KO0400  STATE/COUNTY-  UT/JUAB
 KO0400  COUNTRY     -  US
 KO0400  USGS QUAD   -  LYNNDYL NW (2017)
 KO0400
 KO0400                         *CURRENT SURVEY CONTROL
 KO0400  ______________________________________________________________________
 KO0400* NAD 83(1994) POSITION- 39 37 32.01763(N) 112 23 30.90724(W)   ADJUSTED
 KO0400* NAVD 88 ORTHO HEIGHT -  1739.1   (meters)     5706.    (feet) VERTCON3
 KO0400  ______________________________________________________________________
 KO0400  GEOID HEIGHT    -        -18.434 (meters)                     GEOID18
 KO0400  LAPLACE CORR    -          3.57  (seconds)                    DEFLEC18
 KO0400  HORZ ORDER      -  THIRD
 KO0400
 KO0400.The horizontal coordinates were established by classical geodetic methods
 KO0400.and adjusted by the National Geodetic Survey in November 1997.
 KO0400
 KO0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0400
 KO0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0400.GEOID18 height accuracy estimate available here.
 KO0400
 KO0400.Click photographs - Photos may exist for this station.
 KO0400
 KO0400.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0400
 KO0400. The following values were computed from the NAD 83(1994) position.
 KO0400
 KO0400;                    North         East     Units Scale Factor Converg.
 KO0400;SPC UT C     - 2,143,842.837   423,429.752   MT  0.99990547   -0 34 16.8
 KO0400;SPC UT C     - 7,033,591.04  1,389,202.44   sFT  0.99990547   -0 34 16.8
 KO0400;UTM  12      - 4,387,124.991   380,537.603   MT  0.99977570   -0 53 16.2
 KO0400
 KO0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0400!SPC UT C     -   0.99973012  x   0.99990547  =   0.99963562
 KO0400!UTM  12      -   0.99973012  x   0.99977570  =   0.99950588
 KO0400
 KO0400:                Primary Azimuth Mark                     Grid Az
 KO0400:SPC UT C     -  DESERT                                   213 13 02.1
 KO0400:UTM  12      -  DESERT                                   213 32 01.5
 KO0400
 KO0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ8053787124(NAD 83)
 KO0400
 KO0400|---------------------------------------------------------------------|
 KO0400| PID    Reference Object                     Distance      Geod. Az  |
 KO0400|                                                           dddmmss.s |
 KO0400| KO0399 DESERT                              APPROX. 7.8 KM 2123845.3 |
 KO0400|---------------------------------------------------------------------|
 KO0400
 KO0400                          SUPERSEDED SURVEY CONTROL
 KO0400
 KO0400  NAD 83(1993)-  39 37 32.01157(N)    112 23 30.90198(W) AD(       ) 3
 KO0400  NAD 83(1986)-  39 37 32.00739(N)    112 23 30.89792(W) AD(       ) 3
 KO0400  NAD 27      -  39 37 32.18844(N)    112 23 28.09294(W) AD(       ) 3
 KO0400  NGVD 29 (07/19/86) 1738.0    (m)         5702.     (f) VERT ANG       
 KO0400
 KO0400.Superseded values are not recommended for survey control.
 KO0400
 KO0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0400.See file dsdata.pdf to determine how the superseded data were derived.
 KO0400
 KO0400_MARKER: DD = SURVEY DISK
 KO0400_SETTING: 66 = SET IN ROCK OUTCROP
 KO0400_STAMPING: SAND 1961
 KO0400_MARK LOGO: USGS
 KO0400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0400+STABILITY: POSITION/ELEVATION WELL
 KO0400
 KO0400  HISTORY     - Date     Condition        Report By
 KO0400  HISTORY     - 1961     MONUMENTED       USGS
 KO0400
 KO0400                          STATION DESCRIPTION
 KO0400
 KO0400'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 KO0400'LOCATED ABOUT 21 MI. NE. OF DELTA, 7 MI. N. OF LYNNDYL, AND 4.5 MI.
 KO0400'SW. OF CHAMPLIN SIDING, STATION IS ON THE HIGHEST TOP OF WHAT IS
 KO0400'KNOWN LOCALLY AS SAND MOUNTAIN.
 KO0400'
 KO0400'TO REACH FROM LYNNDYL AT JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY
 KO0400'132, GO N. 1.0 MI., TURN LEFT, CROSS RAILROAD, AND CONTINUE STRAIGHT
 KO0400'0.2 MI. TO RANCH HOUSE, TURN RIGHT ON GRAVELED RD. 1.0 MI. TO GATE,
 KO0400'TURN LEFT KEEPING S. OF E-W. FENCE FOR 0.5 MI. TO SMALL GROVE OF
 KO0400'TREES AND FENCE CORNER, TURN RIGHT 0.4 MI. TO WOODEN GATE, PASS THRU
 KO0400'GATE AND TURN RIGHT (N.) 1.0 MI. TO WOODEN GATE, PASS THRU GATE, GO
 KO0400'1.1 MI. TO FORKS, TAKE RIGHT FORK 0.5 MI. TO DIM TRACK RD. ON LEFT,
 KO0400'TURN LEFT AND WORK WAY ACROSS COUNTRY (NORTHERLY) FOLLOWING STRETCHES
 KO0400'OF OLD RD. TO BASE OF HIGHEST TOP, 3.0 MI. (FOUR-WHEEL DRIVE NEEDED
 KO0400'FOR THIS DISTANCE).
 KO0400'
 KO0400'STATION MARK--STANDARD USGS TABLET, STAMPED ---SAND 1961---, CEMENTED
 KO0400'IN DRILL HOLE IN TOP SOLID OUTCROP, 1.5 FT. LOWER THAN HIGHEST POINT
 KO0400'OF TOP.
 KO0400'
 KO0400'REFERENCE MARK NO. 1--STANDARD USGS RM TABLET, STAMPED ---NO 1
 KO0400'1961---, CEMENTED IN DRILL HOLE IN TOP OF OUTCROP, 11.05 FT. FROM
 KO0400'STATION, S 17 DEG 56 MIN W.
 KO0400'
 KO0400'REFERENCE MARK NO. 2--STANDARD USGS RM TABLET, STAMPED ---NO 2
 KO0400'1961---, CEMENTED IN DRILL HOLE IN TOP OF OUTCROP, 10.66 FT. FROM
 KO0400'STATION, S 80 DEG 08 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0477 ***********************************************************************
 KO0477  DESIGNATION -  SAND
 KO0477  PID         -  KO0477
 KO0477  STATE/COUNTY-  UT/JUAB
 KO0477  COUNTRY     -  US
 KO0477  USGS QUAD   -  MIDDLE RANGE SOUTH (2017)
 KO0477
 KO0477                         *CURRENT SURVEY CONTROL
 KO0477  ______________________________________________________________________
 KO0477* NAD 83(1994) POSITION- 39 37 28.62991(N) 113 35 22.44277(W)   ADJUSTED
 KO0477* NAVD 88 ORTHO HEIGHT -  2083.0   (meters)     6834.    (feet) VERTCON3
 KO0477  ______________________________________________________________________
 KO0477  GEOID HEIGHT    -        -19.413 (meters)                     GEOID18
 KO0477  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 KO0477  HORZ ORDER      -  THIRD
 KO0477
 KO0477.The horizontal coordinates were established by classical geodetic methods
 KO0477.and adjusted by the National Geodetic Survey in November 1997.
 KO0477
 KO0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0477
 KO0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0477.GEOID18 height accuracy estimate available here.
 KO0477
 KO0477.Click photographs - Photos may exist for this station.
 KO0477
 KO0477.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0477
 KO0477. The following values were computed from the NAD 83(1994) position.
 KO0477
 KO0477;                    North         East     Units Scale Factor Converg.
 KO0477;SPC UT C     - 2,145,451.960   320,623.814   MT  0.99990553   -1 20 18.7
 KO0477;SPC UT C     - 7,038,870.31  1,051,913.30   sFT  0.99990553   -1 20 18.7
 KO0477;UTM  12      - 4,389,299.509   277,735.401   MT  1.00020826   -1 39 07.9
 KO0477
 KO0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0477!SPC UT C     -   0.99967637  x   0.99990553  =   0.99958193
 KO0477!UTM  12      -   0.99967637  x   1.00020826  =   0.99988456
 KO0477
 KO0477:                Primary Azimuth Mark                     Grid Az
 KO0477:SPC UT C     -  GRANITE                                  258 20 30.3
 KO0477:UTM  12      -  GRANITE                                  258 39 19.5
 KO0477
 KO0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ7773589299(NAD 83)
 KO0477
 KO0477|---------------------------------------------------------------------|
 KO0477| PID    Reference Object                     Distance      Geod. Az  |
 KO0477|                                                           dddmmss.s |
 KO0477| KO0479 GRANITE                             APPROX. 9.2 KM 2570011.6 |
 KO0477|---------------------------------------------------------------------|
 KO0477
 KO0477                          SUPERSEDED SURVEY CONTROL
 KO0477
 KO0477  NAD 83(1986)-  39 37 28.62419(N)    113 35 22.44115(W) AD(       ) 3
 KO0477  NAD 27      -  39 37 28.82462(N)    113 35 19.49583(W) AD(       ) 3
 KO0477  NGVD 29 (07/19/86) 2081.8    (m)         6830.     (f) VERT ANG       
 KO0477
 KO0477.Superseded values are not recommended for survey control.
 KO0477
 KO0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0477.See file dsdata.pdf to determine how the superseded data were derived.
 KO0477
 KO0477_MARKER: DD = SURVEY DISK
 KO0477_SETTING: 80 = SET IN A BOULDER
 KO0477_STAMPING: SAND 1959
 KO0477_MARK LOGO: USGS
 KO0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0477+STABILITY: SURFACE MOTION
 KO0477
 KO0477  HISTORY     - Date     Condition        Report By
 KO0477  HISTORY     - 1959     MONUMENTED       USGS
 KO0477
 KO0477                          STATION DESCRIPTION
 KO0477
 KO0477'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 KO0477'LOCATED ABOUT 13.0 MI. ESE. OF TROUT CREEK, ABOUT 19 MI. SW. OF FISH
 KO0477'SPRINGS RESORT, AND ABOUT 9.0 MI. E. OF SAND PASS (AIRLINE) ON THE
 KO0477'HIGHEST TOP OF A RANGE OF TAN COLORED HILLS.
 KO0477'
 KO0477'TO REACH FROM GARRISON, UTAH, DRIVE N. ALONG GRAVEL RD. TOWARD WARM
 KO0477'CREEK RANCH 8.0 MI. TO CROSSING OF U.S. HIGHWAYS 6 AND 50, CONTINUE
 KO0477'N. ON MAIN GRAVEL RD. 12.3 MI. TO A T-RD. (E.) BETWEEN A COUPLE GROVES
 KO0477'OF TREES (ROBINSON RANCH).  TURN E. (RIGHT) AND FOLLOW GRAVEL RD. 21.2
 KO0477'MI. THROUGH COWBOY PASS TO A GRAVEL RD. N., TURN N. (LEFT) AND DRIVE
 KO0477'14.0 MI. TO TANKS AND PUMP AT SHEARING PEN.  CONTINUE N. ON NARROW
 KO0477'BLADED RD. 1.5 MI. TO A T-RD. W., CONTINUE N. ON TRACK RD. 0.7 MI. TO
 KO0477'Y-RD., TAKE RIGHT FORK NE. 0.4 MI. TO Y-RD., TAKE LEFT FORK N. 0.9
 KO0477'MI., TURN LEFT OVER LOW RIDGE 1.6 MI. TO Y-RD., TAKE RIGHT FORK FOLLOW
 KO0477'DIM TRACK RD. NE. UP CANYON TO END OF TRUCK TRAVEL.  PACK UP CANYON
 KO0477'AND RIDGE N. TO TOP AND STATION.  A 45 MINUTE PACK.
 KO0477'
 KO0477'STATION MARK--STANDARD TABLET, STAMPED ---SAND 1959---, CEMENTED IN
 KO0477'BOULDER.
 KO0477'
 KO0477'REFERENCE MARK NO. 1--STANDARD TABLET, STAMPED ---NO 1 1959---,
 KO0477'CEMENTED IN BOULDER, 12.39 FT. N. OF STATION MARK, N 08 DEG 19 MIN E.
 KO0477'
 KO0477'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, IN CRACK OF BOULDER,
 KO0477'12.95 FT. SW. OF STATION MARK, S 41 DEG 48 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0971 ***********************************************************************
 HN0971  DESIGNATION -  SAND
 HN0971  PID         -  HN0971
 HN0971  STATE/COUNTY-  UT/GARFIELD
 HN0971  COUNTRY     -  US
 HN0971  USGS QUAD   -  BLACK TABLE (2017)
 HN0971
 HN0971                         *CURRENT SURVEY CONTROL
 HN0971  ______________________________________________________________________
 HN0971* NAD 83(1994) POSITION- 37 59 11.82910(N) 110 32 19.42822(W)   ADJUSTED
 HN0971* NAVD 88 ORTHO HEIGHT -  1623.1   (meters)     5325.    (feet) VERTCON3
 HN0971  ______________________________________________________________________
 HN0971  GEOID HEIGHT    -        -20.528 (meters)                     GEOID18
 HN0971  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 HN0971  HORZ ORDER      -  SECOND
 HN0971
 HN0971.The horizontal coordinates were established by classical geodetic methods
 HN0971.and adjusted by the National Geodetic Survey in November 1997.
 HN0971
 HN0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0971
 HN0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0971.GEOID18 height accuracy estimate available here.
 HN0971
 HN0971.Click photographs - Photos may exist for this station.
 HN0971
 HN0971.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0971
 HN0971. The following values were computed from the NAD 83(1994) position.
 HN0971
 HN0971;                    North         East     Units Scale Factor Converg.
 HN0971;SPC UT S     - 3,146,928.040   584,440.969   MT  0.99995753   +0 35 20.2
 HN0971;SPC UT S     -10,324,546.41  1,917,453.41   sFT  0.99995753   +0 35 20.2
 HN0971;UTM  12      - 4,204,430.748   540,505.733   MT  0.99962021   +0 17 02.1
 HN0971
 HN0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0971!SPC UT S     -   0.99974860  x   0.99995753  =   0.99970614
 HN0971!UTM  12      -   0.99974860  x   0.99962021  =   0.99936890
 HN0971
 HN0971:                Primary Azimuth Mark                     Grid Az
 HN0971:SPC UT S     -  SAND AZ MK                               158 02 07.6
 HN0971:UTM  12      -  SAND AZ MK                               158 20 25.7
 HN0971
 HN0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH4050504430(NAD 83)
 HN0971
 HN0971|---------------------------------------------------------------------|
 HN0971| PID    Reference Object                     Distance      Geod. Az  |
 HN0971|                                                           dddmmss.s |
 HN0971| CM7104 SAND RM 2                            10.108 METERS 11805     |
 HN0971| CM7102 SAND AZ MK                                         1583727.8 |
 HN0971| CM7103 SAND RM 1                             6.230 METERS 22129     |
 HN0971|---------------------------------------------------------------------|
 HN0971
 HN0971                          SUPERSEDED SURVEY CONTROL
 HN0971
 HN0971  NAD 83(1986)-  37 59 11.82279(N)    110 32 19.42712(W) AD(       ) 2
 HN0971  NAD 27      -  37 59 11.86771(N)    110 32 16.90146(W) AD(       ) 2
 HN0971  NGVD 29 (07/19/86) 1622.1    (m)         5322.     (f) VERT ANG       
 HN0971
 HN0971.Superseded values are not recommended for survey control.
 HN0971
 HN0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0971.See file dsdata.pdf to determine how the superseded data were derived.
 HN0971
 HN0971_MARKER: DB = BENCH MARK DISK
 HN0971_SETTING: 80 = SET IN A BOULDER
 HN0971_STAMPING: SAND 1952
 HN0971_MARK LOGO: USGS
 HN0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0971+STABILITY: SURFACE MOTION
 HN0971
 HN0971  HISTORY     - Date     Condition        Report By
 HN0971  HISTORY     - 1952     MONUMENTED       USGS
 HN0971  HISTORY     - 1963     GOOD             CGS
 HN0971
 HN0971                          STATION DESCRIPTION
 HN0971
 HN0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0971'THE STATION IS ABOUT 32 MILES SOUTH-SOUTHEAST OF HANKSVILLE
 HN0971'UTAH, 14 MILES NORTH-NORTHWEST OF HITE AND ABOUT 5 MILES
 HN0971'SOUTHWEST OF THE POINT WHERE STATE HIGHWAY 95 ENTERS THE NORTH
 HN0971'END OF NORTH WASH.  IT IS ON THE EXTREME NORTHWEST END OF A
 HN0971'SANDY RIDGE SPARSELY COVERED WITH SCRUB CEDAR TREES.
 HN0971'
 HN0971'TO REACH BY HELICOPTER FROM HITE, FLY NORTHWESTERLY ON A TRUE
 HN0971'COURSE OF 324 DEGREES FOR ABOUT 14 MILES TO A LANDING ABOUT
 HN0971'25 YARDS EAST OF THE STATION.
 HN0971'
 HN0971'THE STATION MARK, STAMPED SAND 1952, IS A U.S. GEOLOGICAL
 HN0971'SURVEY BENCH MARK, IT IS CEMENTED IN A DRILL HOLE IN AN OUTCROPPING
 HN0971'BOULDER AND IS 22-1/2 FEET EAST OF THE WEST EDGE OF RIDGE.
 HN0971'
 HN0971'REFERENCE MARK 1, STAMPED NO 1 1952, IS A U.S. GEOLOGICAL
 HN0971'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A SMALL BOULDER
 HN0971'AND IS 8 FEET EAST OF THE WEST EDGE OF THE RIDGE.
 HN0971'
 HN0971'REFERENCE MARK 2, STAMPED NO 2 1952, IS A U.S. GEOLOGICAL
 HN0971'REFERENCE MARK DISK DRIVEN INTO THE TOP OF A 1 INCH PIPE
 HN0971'WHICH IS DRIVEN INTO THE GROUND AND PROJECTS 18 INCHES.
 HN0971'
 HN0971'THE AZIMUTH MARK, STAMPED SAND USGS 1963, IS A STANDARD DISK
 HN0971'WELDED TO THE TOP OF A 2 INCH GALVANIZED PIPE WHICH IS SET
 HN0971'IN CEMENT, MARK PROJECTS 12 INCHES AND IS 30 FEET EAST OF THE
 HN0971'WEST EDGE OF THE RIDGE.  THIS IS ABOUT A 15 MINUTE PACK SOUTHERLY
 HN0971'FROM THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0548 ***********************************************************************
 JM0548  DESIGNATION -  SAND
 JM0548  PID         -  JM0548
 JM0548  STATE/COUNTY-  UT/SAN JUAN
 JM0548  COUNTRY     -  US
 JM0548  USGS QUAD   -  UPHEAVAL DOME (2017)
 JM0548
 JM0548                         *CURRENT SURVEY CONTROL
 JM0548  ______________________________________________________________________
 JM0548* NAD 83(1994) POSITION- 38 29 56.70294(N) 109 59 21.28179(W)   ADJUSTED
 JM0548* NAVD 88 ORTHO HEIGHT -  1527.3   (meters)     5011.    (feet) VERTCON3
 JM0548  ______________________________________________________________________
 JM0548  GEOID HEIGHT    -        -20.486 (meters)                     GEOID18
 JM0548  LAPLACE CORR    -          2.35  (seconds)                    DEFLEC18
 JM0548  HORZ ORDER      -  SECOND
 JM0548
 JM0548.The horizontal coordinates were established by classical geodetic methods
 JM0548.and adjusted by the National Geodetic Survey in November 1997.
 JM0548
 JM0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0548
 JM0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0548.GEOID18 height accuracy estimate available here.
 JM0548
 JM0548.Click photographs - Photos may exist for this station.
 JM0548
 JM0548.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0548
 JM0548. The following values were computed from the NAD 83(1994) position.
 JM0548
 JM0548;                    North         East     Units Scale Factor Converg.
 JM0548;SPC UT S     - 3,204,441.986   631,787.113   MT  1.00002910   +0 55 32.2
 JM0548;SPC UT S     -10,513,240.08  2,072,788.22   sFT  1.00002910   +0 55 32.2
 JM0548;UTM  12      - 4,261,675.776   588,137.847   MT  0.99969566   +0 37 45.3
 JM0548
 JM0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0548!SPC UT S     -   0.99976363  x   1.00002910  =   0.99979273
 JM0548!UTM  12      -   0.99976363  x   0.99969566  =   0.99945936
 JM0548
 JM0548:                Primary Azimuth Mark                     Grid Az
 JM0548:SPC UT S     -  SAND AZ MK                               070 32 14.2
 JM0548:UTM  12      -  SAND AZ MK                               070 50 01.1
 JM0548
 JM0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH8813761675(NAD 83)
 JM0548
 JM0548|---------------------------------------------------------------------|
 JM0548| PID    Reference Object                     Distance      Geod. Az  |
 JM0548|                                                           dddmmss.s |
 JM0548| CM7100 SAND RM 1                             7.489 METERS 05815     |
 JM0548| CM7099 SAND AZ MK                                         0712746.4 |
 JM0548| JM0547 BOUNDARY GRAND SAN JUAN AT SAND       9.134 METERS 27539     |
 JM0548|---------------------------------------------------------------------|
 JM0548
 JM0548                          SUPERSEDED SURVEY CONTROL
 JM0548
 JM0548  NAD 83(1986)-  38 29 56.69179(N)    109 59 21.28060(W) AD(       ) 2
 JM0548  NAD 27      -  38 29 56.75634(N)    109 59 18.83163(W) AD(       ) 2
 JM0548  NGVD 29 (07/19/86) 1526.3    (m)         5008.     (f) VERT ANG       
 JM0548
 JM0548.Superseded values are not recommended for survey control.
 JM0548
 JM0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0548.See file dsdata.pdf to determine how the superseded data were derived.
 JM0548
 JM0548_MARKER: DS = TRIANGULATION STATION DISK
 JM0548_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0548_STAMPING: SAND 1963
 JM0548_MARK LOGO: CGS
 JM0548_MAGNETIC: P = MARKER IS A STEEL PIPE
 JM0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0548+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2009
 JM0548
 JM0548  HISTORY     - Date     Condition        Report By
 JM0548  HISTORY     - 1963     MONUMENTED       CGS
 JM0548  HISTORY     - 20091129 GOOD             GEOCAC
 JM0548
 JM0548                          STATION DESCRIPTION
 JM0548
 JM0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JM0548'THE STATION IS ABOUT 23 MILES SOUTHWEST OF MOAB, 12 MILES
 JM0548'WEST SOUTHWEST OF BIG FLAT ON A SAND AND SAGE COVERED RIDGE
 JM0548'WHERE THE MAIN HORSE THIEF RIDGE NARROWS AND EXTENDS WEST ABOUT
 JM0548'2-1/2 MILES INTO A BIG LOOP OF THE GREEN RIVER.
 JM0548'
 JM0548'TO REACH FROM THE POST OFFICE IN MOAB, GO NORTHERLY ON U.S.
 JM0548'HIGHWAY 160 FOR 11.0 MILES TO A SIDE ROAD LEFT AND SIGN DEAD
 JM0548'HORSE POINT.  TURN LEFT AS PER SIGN AND FOLLOW THE ROAD
 JM0548'WESTERLY UP THE CANYON AND ONTO THE TOP OF THE MESA FOR 8.3
 JM0548'MILES TO A FORK AT SIGNS, DEAD HORSE POINT THE NECK 14 ETC.
 JM0548'KEEP LEFT FORK AND FOLLOW THE MAIN ROAD FOR 3.7 MILES TO ANOTHER
 JM0548'FORK AND SIGN THE GREEN RIVER VIA HORSE THIEF CANYON.  KEEP
 JM0548'RIGHT FORK AND GO SOUTH SOUTHWEST ON A GRADED ROAD FOR 12.5
 JM0548'MILES TO A TRACK ROAD LEFT JUST AFTER PASSING ALONG THE NORTH
 JM0548'SIDE OF TWO FLAT RIMROCK POINTS.  TURN LEFT AND FOLLOW TRACK
 JM0548'ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT.  TURN
 JM0548'RIGHT AND FOLLOW TRACKS SOUTHWESTERLY ACROSS SAND AND SAGE
 JM0548'COUNTRY FOR 0.6 MILE TO THE STATION.
 JM0548'
 JM0548'THE STATION MARK, STAMPED SAND 1963, IS A STANDARD DISK BRAZED
 JM0548'TO THE TOP OF A 2-1/2 INCH PIPE THAT PROJECTS 6 INCHES AND
 JM0548'IS SET ON THE SOUTH SLOPE OF THE SAND AND SAGE COVERED RIDGE.
 JM0548'
 JM0548'REFERENCE MARK 1, STAMPED SAND NO 1 1963, IS A STANDARD DISK
 JM0548'BRAZED TO THE TOP OF A 2-1/2 INCH PIPE THAT PROJECTS 6-INCHES.
 JM0548'
 JM0548'REFERENCE MARK 2 IS A COUNTY LINE MARKER SET IN THE TOP OF
 JM0548'AN 8-INCH CYLINDRICAL CONCRETE POST THAT PROJECTS 18-INCHES.
 JM0548'THERE IS NO STAMPING ON THE DISK.
 JM0548'
 JM0548'THE AZIMUTH MARK, STAMPED SAND 1963, IS A STANDARD DISK
 JM0548'BRAZED TO THE TOP OF A 2 1/2-INCH PIPE THAT PROJECTS 11 INCHES
 JM0548'AND IS 32 FEET NORTH OF THE CENTER OF A TRACK ROAD AND 2 FEET
 JM0548'EAST OF A METAL WITNESS POST AND SIGN.
 JM0548
 JM0548                          STATION RECOVERY (2009)
 JM0548
 JM0548'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0548'RM 2, A 1962 COUNTY BOUNDARY MARKER, IS APPARENTLY NOT ON THE COUNTY
 JM0548'LINE AND THE CAST LETTERING HAS BEEN OBLITERATED EXCEPT FOR THE YEAR.
 JM0548'A NEWER LOOKING COUNTY BOUNDARY MONUMENT - SMALLER DISK IN A SMALL
 JM0548'RECTANGULAR POST THAT PROTRUDES ABOUT ONE FOOT WAS FOUND ON A 006
 JM0548'BEARING, 325 FEET, SET IN AN EAST-WEST LINE OF CANYONLANDS NP BOUNDARY
 JM0548'MARKERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0534 ***********************************************************************
 JM0534  DESIGNATION -  SANDSTONE
 JM0534  PID         -  JM0534
 JM0534  STATE/COUNTY-  UT/SAN JUAN
 JM0534  COUNTRY     -  US
 JM0534  USGS QUAD   -  NORTH SIX-SHOOTER PEAK (2017)
 JM0534
 JM0534                         *CURRENT SURVEY CONTROL
 JM0534  ______________________________________________________________________
 JM0534* NAD 83(1994) POSITION- 38 08 39.84117(N) 109 44 04.40252(W)   ADJUSTED
 JM0534* NAVD 88 ORTHO HEIGHT -  1673.7   (meters)     5491.    (feet) VERTCON3
 JM0534  ______________________________________________________________________
 JM0534  GEOID HEIGHT    -        -19.574 (meters)                     GEOID18
 JM0534  LAPLACE CORR    -          5.50  (seconds)                    DEFLEC18
 JM0534  HORZ ORDER      -  SECOND
 JM0534
 JM0534.The horizontal coordinates were established by classical geodetic methods
 JM0534.and adjusted by the National Geodetic Survey in November 1997.
 JM0534
 JM0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0534
 JM0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0534.GEOID18 height accuracy estimate available here.
 JM0534
 JM0534.Click photographs - Photos may exist for this station.
 JM0534
 JM0534.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0534
 JM0534. The following values were computed from the NAD 83(1994) position.
 JM0534
 JM0534;                    North         East     Units Scale Factor Converg.
 JM0534;SPC UT S     - 3,165,467.480   654,745.044   MT  0.99997102   +1 04 54.0
 JM0534;SPC UT S     -10,385,371.22  2,148,109.37   sFT  0.99997102   +1 04 54.0
 JM0534;UTM  12      - 4,222,593.127   610,886.531   MT  0.99975143   +0 46 54.0
 JM0534
 JM0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0534!SPC UT S     -   0.99974052  x   0.99997102  =   0.99971155
 JM0534!UTM  12      -   0.99974052  x   0.99975143  =   0.99949202
 JM0534
 JM0534:                Primary Azimuth Mark                     Grid Az
 JM0534:SPC UT S     -  SANDSTONE AZ MK                          082 30 57.3
 JM0534:UTM  12      -  SANDSTONE AZ MK                          082 48 57.3
 JM0534
 JM0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH1088622593(NAD 83)
 JM0534
 JM0534|---------------------------------------------------------------------|
 JM0534| PID    Reference Object                     Distance      Geod. Az  |
 JM0534|                                                           dddmmss.s |
 JM0534| CM7107 SANDSTONE AZ MK                                    0833551.3 |
 JM0534| CM7108 SANDSTONE RM 1                        8.780 METERS 10449     |
 JM0534| CM7109 SANDSTONE RM 2                        4.864 METERS 18938     |
 JM0534|---------------------------------------------------------------------|
 JM0534
 JM0534                          SUPERSEDED SURVEY CONTROL
 JM0534
 JM0534  NAD 83(1986)-  38 08 39.83208(N)    109 44 04.40398(W) AD(       ) 2
 JM0534  NAD 27      -  38 08 39.87530(N)    109 44 01.96558(W) AD(       ) 2
 JM0534  NGVD 29 (07/19/86) 1672.7    (m)         5488.     (f) VERT ANG       
 JM0534
 JM0534.Superseded values are not recommended for survey control.
 JM0534
 JM0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0534.See file dsdata.pdf to determine how the superseded data were derived.
 JM0534
 JM0534_MARKER: DS = TRIANGULATION STATION DISK
 JM0534_SETTING: 66 = SET IN ROCK OUTCROP
 JM0534_STAMPING: SANDSTONE 1937
 JM0534_MARK LOGO: CGS
 JM0534_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0534+STABILITY: POSITION/ELEVATION WELL
 JM0534
 JM0534  HISTORY     - Date     Condition        Report By
 JM0534  HISTORY     - 1937     MONUMENTED       CGS
 JM0534  HISTORY     - 1953     GOOD             USGS
 JM0534  HISTORY     - 1963     GOOD             CGS
 JM0534  HISTORY     - 1978     GOOD             LOCSUR
 JM0534
 JM0534                          STATION DESCRIPTION
 JM0534
 JM0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JM0534'STATION ABOUT 37 MILES S BY W FROM MOAB, UTAH, 28 MILES NW
 JM0534'OF MONTICELLO, UTAH, AND 10 MILES W OF DUGOUT RANCH ON THE
 JM0534'SUMMIT OF A BARE SANDSTONE RIDGE NEAR SALT CREEK.  STATION
 JM0534'IS A ROUNDED DOME SLIGHTLY LOWER THAN THE HIGHEST PART
 JM0534'OF THE RIDGE.
 JM0534'
 JM0534'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 JM0534'DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 JM0534'
 JM0534'REFERENCE MARK NO. 1 IS E OF THE STATION ON THE SAME ROCK
 JM0534'AND ABOUT 2-1/2 FEET LOWER.
 JM0534'
 JM0534'REFERENCE MARK NO. 2 IS SSW OF THE STATION ON THE SAME ROCK
 JM0534'AND ABOUT 6 INCHES LOWER.
 JM0534'
 JM0534'AZIMUTH MARK IS ABOUT 1/4 MILE ENE OF THE STATION ON A WHITE
 JM0534'SANDSTONE RIM BETWEEN THE SADDLE AND THE HIGH NE POINT OF
 JM0534'THE RIDGE.  IT IS ON THE SAME RIM THAT CROSSES THE SADDLE
 JM0534'AND ABOUT 35 YARDS FROM THE HIGHER RIM LEADING TO THE HIGH
 JM0534'NE POINT OF THE RIDGE.
 JM0534'
 JM0534'TO REACH FROM MOAB, UTAH, GO 42.8 MILES S ON U.S. HIGHWAY
 JM0534'450 TO A SIGN HOME OF TRUTH, (WHICH IS 14.8 MILES N OF MONTICELLO),
 JM0534'TURN RIGHT ON UNGRADED ROAD AND GO 20.25 MILES TO DUGOUT
 JM0534'RANCH, GO THROUGH YARD JUST W OF FENCE ENCLOSING RANCH HOUSE
 JM0534'YARD, 0.2 MILE TO POLE SHED, GO THROUGH CORRAL AND ALONG
 JM0534'WELL-TRAVELED TRAIL NW 3.5 MILES TO FORK, FOLLOW RIGHT FORK
 JM0534'1.05 MILES TO A HOUSE AND 0.1 MILE FARTHER TO A FORK, FOLLOW
 JM0534'RIGHT FORK 0.6 MILE TO WOVEN WIRE GATE, CONTINUE 0.8 MILE
 JM0534'TO FENCE CORNER, CONTINUE ON MAIN-TRAVELED TRAIL 1.25 MILES
 JM0534'TO FORD ACROSS INDIAN CREEK, AND 0.2 MILE FARTHER TO WIRE
 JM0534'GATE, CONTINUE 5.4 MILES ACROSS SANDY RIDGES TO SUMMIT OF
 JM0534'GRADE, THEN 2.3 MILES TO A MUSHROOM-SHAPED RED SANDSTONE ROCK
 JM0534'50 FEET IN DIAMETER ON THE BANK OF SALT CREEK AND THE SW
 JM0534'END OF A SANDSTONE RIDGE.  FROM THIS POINT THE STATION IS
 JM0534'ABOUT 1-1/2 MILES DISTANT 140 DEG (MAGNETIC).  PACK
 JM0534'ACROSS A SANDY VALLEY ABOUT 1-1/2 MILES SSE TO A SMALL
 JM0534'GRAVEL SLIDE SPARSELY COVERED WITH BRUSH, CLIMB SLIDE AND GO
 JM0534'W ALONG RIM AND ACROSS SADDLE BETWEEN TWO HIGH PARTS OF
 JM0534'RIDGE ABOUT 1/2 MILE TO RIM ABOUT 15 FEET HIGHER AT LARGE
 JM0534'UP-ENDED ROCK, CLIMB TO THIS RIM AND GO W TO THE HIGHEST
 JM0534'PART OF THE SE END OF THE RIDGE, AND THE STATION.
 JM0534
 JM0534                          STATION RECOVERY (1953)
 JM0534
 JM0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (WHC)
 JM0534'RECOVERED AS DESCRIBED, ALL MARKS FOUND IN GOOD CONDITION.
 JM0534
 JM0534                          STATION RECOVERY (1963)
 JM0534
 JM0534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JM0534'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND IN
 JM0534'GOOD CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH
 JM0534'MARK.
 JM0534'
 JM0534'THE STATION WAS NOT OCCUPIED BUT USED FOR A CHECK ANGLE
 JM0534'ONLY.  THE STATION WAS REACHED BY HELICOPTER.
 JM0534
 JM0534                          STATION RECOVERY (1978)
 JM0534
 JM0534'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978 (MLB)
 JM0534'SANDSTONE 1937 RECOVERED GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0895 ***********************************************************************
 LO0895  DESIGNATION -  SANDY
 LO0895  PID         -  LO0895
 LO0895  STATE/COUNTY-  UT/SALT LAKE
 LO0895  COUNTRY     -  US
 LO0895  USGS QUAD   -  DRAPER (2017)
 LO0895
 LO0895                         *CURRENT SURVEY CONTROL
 LO0895  ______________________________________________________________________
 LO0895* NAD 83(1994) POSITION- 40 34 23.58157(N) 111 49 06.05702(W)   ADJUSTED
 LO0895* NAVD 88 ORTHO HEIGHT -  1536.6   (meters)     5041.    (feet) VERTCON3
 LO0895  ______________________________________________________________________
 LO0895  GEOID HEIGHT    -        -16.705 (meters)                     GEOID18
 LO0895  LAPLACE CORR    -         16.97  (seconds)                    DEFLEC18
 LO0895  HORZ ORDER      -  THIRD
 LO0895
 LO0895.The horizontal coordinates were established by classical geodetic methods
 LO0895.and adjusted by the National Geodetic Survey in November 1997.
 LO0895
 LO0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0895
 LO0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0895.GEOID18 height accuracy estimate available here.
 LO0895
 LO0895.Click photographs - Photos may exist for this station.
 LO0895
 LO0895.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0895
 LO0895. The following values were computed from the NAD 83(1994) position.
 LO0895
 LO0895;                    North         East     Units Scale Factor Converg.
 LO0895;SPC UT C     - 2,248,725.225   473,044.161   MT  0.99998180   -0 12 14.1
 LO0895;SPC UT C     - 7,377,692.68  1,551,979.05   sFT  0.99998180   -0 12 14.1
 LO0895;UTM  12      - 4,491,703.621   430,733.195   MT  0.99965906   -0 31 56.2
 LO0895
 LO0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0895!SPC UT C     -   0.99976163  x   0.99998180  =   0.99974343
 LO0895!UTM  12      -   0.99976163  x   0.99965906  =   0.99942077
 LO0895
 LO0895:                Primary Azimuth Mark                     Grid Az
 LO0895:SPC UT C     -  COTTONWOOD                               007 38 48.6
 LO0895:UTM  12      -  COTTONWOOD                               007 58 30.7
 LO0895
 LO0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK3073391703(NAD 83)
 LO0895
 LO0895|---------------------------------------------------------------------|
 LO0895| PID    Reference Object                     Distance      Geod. Az  |
 LO0895|                                                           dddmmss.s |
 LO0895| LO0867 COTTONWOOD                          APPROX. 9.5 KM 0072634.5 |
 LO0895|---------------------------------------------------------------------|
 LO0895
 LO0895                          SUPERSEDED SURVEY CONTROL
 LO0895
 LO0895  NAD 83(1993)-  40 34 23.58155(N)    111 49 06.05625(W) AD(       ) 3
 LO0895  NAD 83(1986)-  40 34 23.56993(N)    111 49 06.04975(W) AD(       ) 3
 LO0895  NAD 27      -  40 34 23.75472(N)    111 49 03.29378(W) AD(       ) 3
 LO0895  NGVD 29 (07/19/86) 1535.6    (m)         5038.     (f) VERT ANG       
 LO0895
 LO0895.Superseded values are not recommended for survey control.
 LO0895
 LO0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0895.See file dsdata.pdf to determine how the superseded data were derived.
 LO0895
 LO0895_MARKER: DD = SURVEY DISK
 LO0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0895_STAMPING: SANDY 1950
 LO0895_MARK LOGO: USGS
 LO0895_PROJECTION: PROJECTING 6 CENTIMETERS
 LO0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0895+STABILITY: SURFACE MOTION
 LO0895
 LO0895  HISTORY     - Date     Condition        Report By
 LO0895  HISTORY     - 1950     MONUMENTED       USGS
 LO0895
 LO0895                          STATION DESCRIPTION
 LO0895
 LO0895'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LO0895'LOCATED ABOUT 4.5 MI. NE. OF DRAPER, ABOUT 3.5 MI. ESE. OF SANDY, 2
 LO0895'MI. SW. OF RD. FORK AT HEAD OF LITTLE COTTONWOOD CANYON ON LOW FLAT
 LO0895'FOOTHILLS, STATION IS 7 FT. N. OF FENCE LINE AND 10 FT. NE. OF HEAD
 LO0895'OF SMALL ERODED DRAIN IN PASTURE, ABOUT 600 FT. S. OF MAIN RD. AT
 LO0895'RISE IN RD.
 LO0895'
 LO0895'TO REACH FROM JORDAN HIGH SCHOOL ON U.S. HIGHWAY 91 IN SOUTH SANDY,
 LO0895'TURN LEFT ON 9400 S. STREET AND DRIVE 3.9 MI. E. TO GRAVEL RD., TURN
 LO0895'RIGHT 0.2 MI. S., JOG LEFT 0.05 MI. E., TURN RIGHT ACROSS FILL AND
 LO0895'DRIVE 0.15 MI. SW. TO STATION ALONG FENCE, ABOUT 300 FT. W. OF SMALL
 LO0895'ORCHARD LINE AND IN OPEN, SANDY FIELD.
 LO0895'
 LO0895'STATION MARK--STANDARD TABLET STAMPED ---SANDY 1950--- SET IN CONCRETE
 LO0895'POST, ABOUT 0.2 FT. ABOVE GROUND.
 LO0895'
 LO0895'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 LO0895'1--- SET IN CONCRETE POST, 41.45 FT. FROM STATION MARK,
 LO0895'N 14 DEG 54 MIN E.
 LO0895'
 LO0895'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 LO0895'2--- SET IN CONCRETE POST, 32.91 FT. FROM STATION MARK,
 LO0895'S 78 DEG 30 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0582 ***********************************************************************
 LN0582  DESIGNATION -  SANDY
 LN0582  PID         -  LN0582
 LN0582  STATE/COUNTY-  UT/DAGGETT
 LN0582  COUNTRY     -  US
 LN0582  USGS QUAD   -  SWALLOW CANYON (2017)
 LN0582
 LN0582                         *CURRENT SURVEY CONTROL
 LN0582  ______________________________________________________________________
 LN0582* NAD 83(1994) POSITION- 40 52 06.46525(N) 109 06 40.18974(W)   ADJUSTED
 LN0582* NAVD 88 ORTHO HEIGHT -  1767.9   (meters)     5800.    (feet) VERTCON3
 LN0582  ______________________________________________________________________
 LN0582  GEOID HEIGHT    -        -14.226 (meters)                     GEOID18
 LN0582  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 LN0582  HORZ ORDER      -  THIRD
 LN0582  VERT ORDER      -  THIRD ? (See Below)
 LN0582
 LN0582.The horizontal coordinates were established by classical geodetic methods
 LN0582.and adjusted by the National Geodetic Survey in November 1997.
 LN0582
 LN0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0582
 LN0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0582.GEOID18 height accuracy estimate available here.
 LN0582
 LN0582.The vertical order pertains to the NGVD 29 superseded value.
 LN0582
 LN0582.Click photographs - Photos may exist for this station.
 LN0582
 LN0582.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0582
 LN0582. The following values were computed from the NAD 83(1994) position.
 LN0582
 LN0582;                    North         East     Units Scale Factor Converg.
 LN0582;SPC UT N     - 1,062,193.361   701,354.610   MT  0.99997897   +1 34 30.3
 LN0582;SPC UT N     - 3,484,879.39  2,301,027.58   sFT  0.99997897   +1 34 30.3
 LN0582;UTM  12      - 4,525,872.408   659,173.606   MT  0.99991185   +1 14 10.2
 LN0582
 LN0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0582!SPC UT N     -   0.99972499  x   0.99997897  =   0.99970396
 LN0582!UTM  12      -   0.99972499  x   0.99991185  =   0.99963686
 LN0582
 LN0582:                Primary Azimuth Mark                     Grid Az
 LN0582:SPC UT N     -  SHINER                                   228 39 25.4
 LN0582:UTM  12      -  SHINER                                   228 59 45.5
 LN0582
 LN0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL5917325872(NAD 83)
 LN0582
 LN0582|---------------------------------------------------------------------|
 LN0582| PID    Reference Object                     Distance      Geod. Az  |
 LN0582|                                                           dddmmss.s |
 LN0582| LN0584 SHINER                              APPROX. 8.9 KM 2301355.7 |
 LN0582|---------------------------------------------------------------------|
 LN0582
 LN0582                          SUPERSEDED SURVEY CONTROL
 LN0582
 LN0582  NAD 83(1993)-  40 52 06.46570(N)    109 06 40.18814(W) AD(       ) 3
 LN0582  NAD 83(1992)-  40 52 06.44837(N)    109 06 40.17677(W) AD(       ) 3
 LN0582  NAD 83(1986)-  40 52 06.44719(N)    109 06 40.17967(W) AD(       ) 3
 LN0582  NAD 27      -  40 52 06.59127(N)    109 06 37.73030(W) AD(       ) 3
 LN0582
 LN0582.Superseded values are not recommended for survey control.
 LN0582
 LN0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0582.See file dsdata.pdf to determine how the superseded data were derived.
 LN0582
 LN0582_MARKER: DS = TRIANGULATION STATION DISK
 LN0582_SETTING: 66 = SET IN ROCK OUTCROP
 LN0582_STAMPING: SANDY 1950
 LN0582_MARK LOGO: CGS
 LN0582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0582+STABILITY: POSITION/ELEVATION WELL
 LN0582
 LN0582  HISTORY     - Date     Condition        Report By
 LN0582  HISTORY     - 1950     MONUMENTED       USGS
 LN0582  HISTORY     - 1952     GOOD             USGS
 LN0582
 LN0582                          STATION DESCRIPTION
 LN0582
 LN0582'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 LN0582'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LN0582'STATION IS LOCATED ABOUT 2.0 MI. SW. OF THE STEVE RADOSEVICH RANCH IN
 LN0582'BROWNS PARK, ON A LOW ROLLING HILL WITH SCATTERED JUNIPER TREES ON
 LN0582'TOP.  TO REACH FROM THE MOUNTAIN FUEL CO CAMP IN CLAY BASIN, DRIVE SE.
 LN0582'ALONG BROWNS PARK RD. FOR 13.6 MI. TO RD. FORKS, TURN SHARP LEFT W.
 LN0582'ALONG SANDY RD. FOR 0.5 MI., TURN LEFT S. OFF RD. FOR 0.1 MI. TO TOP
 LN0582'OF LOW HILL AND STATION.
 LN0582'
 LN0582'STATION MARK - STANDARD TABLET, STAMPED ---SANDY 1950--- SET IN ROCK
 LN0582'IN PLACE.
 LN0582'
 LN0582'REFERENCE MARK NO.1 - STANDARD BENCH MARK TABLET STAMPED ---NO.1
 LN0582'1950--- SET IN ROCK IN PLACE, 31.35 FT. FROM STATION MARK,
 LN0582'N 28 DEG 27 MIN E.
 LN0582'
 LN0582'REFERENCE MARK NO.2 - STANDARD BENCH MARK TABLET STAMPED ---NO.2
 LN0582'1950 SET IN ROCK IN PLACE 58.20 FT.FROM STATION MARK,
 LN0582'S 05 DEG 25 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0878 ***********************************************************************
 LO0878  DESIGNATION -  SANDY CITY CORP GRANITE TANK
 LO0878  PID         -  LO0878
 LO0878  STATE/COUNTY-  UT/SALT LAKE
 LO0878  COUNTRY     -  US
 LO0878  USGS QUAD   -  DRAPER (2017)
 LO0878
 LO0878                         *CURRENT SURVEY CONTROL
 LO0878  ______________________________________________________________________
 LO0878* NAD 83(1994) POSITION- 40 34 18.32833(N) 111 47 57.53329(W)   ADJUSTED
 LO0878  ______________________________________________________________________
 LO0878  GEOID HEIGHT    -        -16.553 (meters)                     GEOID18
 LO0878  LAPLACE CORR    -         19.50  (seconds)                    DEFLEC18
 LO0878  HORZ ORDER      -  THIRD
 LO0878
 LO0878.The horizontal coordinates were established by classical geodetic methods
 LO0878.and adjusted by the National Geodetic Survey in November 1997.
 LO0878
 LO0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0878.GEOID18 height accuracy estimate available here.
 LO0878
 LO0878.Click photographs - Photos may exist for this station.
 LO0878
 LO0878.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0878
 LO0878. The following values were computed from the NAD 83(1994) position.
 LO0878
 LO0878;                    North         East     Units Scale Factor Converg.
 LO0878;SPC UT C     - 2,248,557.622   474,655.325   MT  0.99998147   -0 11 30.2
 LO0878;SPC UT C     - 7,377,142.80  1,557,265.01   sFT  0.99998147   -0 11 30.2
 LO0878;UTM  12      - 4,491,526.848   432,342.851   MT  0.99965634   -0 31 11.6
 LO0878
 LO0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK3234291526(NAD 83)
 LO0878
 LO0878                          SUPERSEDED SURVEY CONTROL
 LO0878
 LO0878  NAD 83(1993)-  40 34 18.32910(N)    111 47 57.53408(W) AD(       ) 3
 LO0878  NAD 83(1986)-  40 34 18.31696(N)    111 47 57.53340(W) AD(       ) 3
 LO0878  NAD 27      -  40 34 18.50029(N)    111 47 54.77893(W) AD(       ) 3
 LO0878
 LO0878.Superseded values are not recommended for survey control.
 LO0878
 LO0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0878.See file dsdata.pdf to determine how the superseded data were derived.
 LO0878
 LO0878_MARKER: 51 = TANK
 LO0878
 LO0878  HISTORY     - Date     Condition        Report By
 LO0878  HISTORY     - 1973     FIRST OBSERVED   NGS
 LO0878
 LO0878                          STATION DESCRIPTION
 LO0878
 LO0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0878'THE POINT INTERSECTED WAS THE APEX OF THE VENT ATOP THE SANDY
 LO0878'CITY CORPORATION, GRANITE WATER TANK THAT IS LOCATED NEAR THE
 LO0878'INTERSECTION OF WASATCH BOULEVARD AND 9800 SOUTH AT THE MOUTH
 LO0878'OF LITTLE COTTONWOOD CANYON.  THE TANK IS UNELEVATED, PAINTED
 LO0878'LIGHT GREEN IN COLOR AND IS ABOUT 55 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0881 ***********************************************************************
 LO0881  DESIGNATION -  SANDY CITY CORP WEST TANK
 LO0881  PID         -  LO0881
 LO0881  STATE/COUNTY-  UT/SALT LAKE
 LO0881  COUNTRY     -  US
 LO0881  USGS QUAD   -  DRAPER (2017)
 LO0881
 LO0881                         *CURRENT SURVEY CONTROL
 LO0881  ______________________________________________________________________
 LO0881* NAD 83(1994) POSITION- 40 35 49.70661(N) 111 50 26.74777(W)   ADJUSTED
 LO0881  ______________________________________________________________________
 LO0881  GEOID HEIGHT    -        -16.825 (meters)                     GEOID18
 LO0881  LAPLACE CORR    -         12.44  (seconds)                    DEFLEC18
 LO0881  HORZ ORDER      -  THIRD
 LO0881
 LO0881.The horizontal coordinates were established by classical geodetic methods
 LO0881.and adjusted by the National Geodetic Survey in November 1997.
 LO0881
 LO0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0881.GEOID18 height accuracy estimate available here.
 LO0881
 LO0881.Click photographs - Photos may exist for this station.
 LO0881
 LO0881.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0881
 LO0881. The following values were computed from the NAD 83(1994) position.
 LO0881
 LO0881;                    North         East     Units Scale Factor Converg.
 LO0881;SPC UT C     - 2,251,388.777   471,156.403   MT  0.99998728   -0 13 05.8
 LO0881;SPC UT C     - 7,386,431.35  1,545,785.63   sFT  0.99998728   -0 13 05.8
 LO0881;UTM  12      - 4,494,377.091   428,861.351   MT  0.99966229   -0 32 49.7
 LO0881
 LO0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2886194377(NAD 83)
 LO0881
 LO0881                          SUPERSEDED SURVEY CONTROL
 LO0881
 LO0881  NAD 83(1993)-  40 35 49.70678(N)    111 50 26.74818(W) AD(       ) 3
 LO0881  NAD 83(1986)-  40 35 49.69470(N)    111 50 26.74680(W) AD(       ) 3
 LO0881  NAD 27      -  40 35 49.88016(N)    111 50 23.98795(W) AD(       ) 3
 LO0881
 LO0881.Superseded values are not recommended for survey control.
 LO0881
 LO0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0881.See file dsdata.pdf to determine how the superseded data were derived.
 LO0881
 LO0881_MARKER: 51 = TANK
 LO0881
 LO0881  HISTORY     - Date     Condition        Report By
 LO0881  HISTORY     - 1973     FIRST OBSERVED   NGS
 LO0881
 LO0881                          STATION DESCRIPTION
 LO0881
 LO0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0881'THE POINT INTERSECTED WAS THE APEX OF THE VENT ATOP THE SANDY CITY
 LO0881'CORPORATION, WATER TANK THAT IS LOCATED ABOUT 3 MILES SOUTHEAST
 LO0881'OF MURRAY, 2 MILES NORTHEAST OF SANDY CITY AND EAST OF WHAT IS
 LO0881'LOCALLY KNOWN AS THE JORDAN DITCH.  THE TANK IS THE WEST ONE OF
 LO0881'TWO IDENTICAL UNELEVATED TANKS THAT ARE PAINTED LIGHT GREEN IN
 LO0881'COLOR AND ARE ABOUT 60 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0899 ***********************************************************************
 LO0899  DESIGNATION -  SANDY CITY JORDAN JR HS STK
 LO0899  PID         -  LO0899
 LO0899  STATE/COUNTY-  UT/SALT LAKE
 LO0899  COUNTRY     -  US
 LO0899  USGS QUAD   -  MIDVALE (2017)
 LO0899
 LO0899                         *CURRENT SURVEY CONTROL
 LO0899  ______________________________________________________________________
 LO0899* NAD 83(1994) POSITION- 40 34 55.36821(N) 111 52 58.19298(W)   ADJUSTED
 LO0899  ______________________________________________________________________
 LO0899  GEOID HEIGHT    -        -17.076 (meters)                     GEOID18
 LO0899  LAPLACE CORR    -         10.25  (seconds)                    DEFLEC18
 LO0899  HORZ ORDER      -  THIRD
 LO0899
 LO0899.The horizontal coordinates were established by classical geodetic methods
 LO0899.and adjusted by the National Geodetic Survey in November 1997.
 LO0899
 LO0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0899.GEOID18 height accuracy estimate available here.
 LO0899
 LO0899.Click photographs - Photos may exist for this station.
 LO0899
 LO0899.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0899
 LO0899. The following values were computed from the NAD 83(1994) position.
 LO0899
 LO0899;                    North         East     Units Scale Factor Converg.
 LO0899;SPC UT C     - 2,249,727.092   467,588.433   MT  0.99998380   -0 14 42.8
 LO0899;SPC UT C     - 7,380,979.63  1,534,079.72   sFT  0.99998380   -0 14 42.8
 LO0899;UTM  12      - 4,492,736.445   425,285.043   MT  0.99966871   -0 34 27.6
 LO0899
 LO0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2528592736(NAD 83)
 LO0899
 LO0899                          SUPERSEDED SURVEY CONTROL
 LO0899
 LO0899  NAD 83(1993)-  40 34 55.36834(N)    111 52 58.19273(W) AD(       ) 3
 LO0899  NAD 83(1986)-  40 34 55.35690(N)    111 52 58.18899(W) AD(       ) 3
 LO0899  NAD 27      -  40 34 55.54266(N)    111 52 55.42749(W) AD(       ) 3
 LO0899
 LO0899.Superseded values are not recommended for survey control.
 LO0899
 LO0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0899.See file dsdata.pdf to determine how the superseded data were derived.
 LO0899
 LO0899_MARKER: 63 = STACK
 LO0899
 LO0899  HISTORY     - Date     Condition        Report By
 LO0899  HISTORY     - 1973     FIRST OBSERVED   NGS
 LO0899
 LO0899                          STATION DESCRIPTION
 LO0899
 LO0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0899'THE POINT INTERSECTED WAS THE TOP CENTER OF THE SANDY CITY,
 LO0899'MT. JORDAN JUNIOR HIGH SCHOOL, STACK THAT IS LOCATED 0.5 MILE
 LO0899'EAST OF STATE STREET AND JUST NORTH OF 940 SOUTH IN SANDY CITY.
 LO0899'THE STACK IS SQUARE IN SHAPE, OF BRICK CONSTRUCTION AND ABOUT 60
 LO0899'FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0880 ***********************************************************************
 LO0880  DESIGNATION -  SANDY WHITE CITY WATER CO E TK
 LO0880  PID         -  LO0880
 LO0880  STATE/COUNTY-  UT/SALT LAKE
 LO0880  COUNTRY     -  US
 LO0880  USGS QUAD   -  DRAPER (2017)
 LO0880
 LO0880                         *CURRENT SURVEY CONTROL
 LO0880  ______________________________________________________________________
 LO0880* NAD 83(1994) POSITION- 40 34 24.15095(N) 111 49 46.41234(W)   ADJUSTED
 LO0880  ______________________________________________________________________
 LO0880  GEOID HEIGHT    -        -16.787 (meters)                     GEOID18
 LO0880  LAPLACE CORR    -         15.15  (seconds)                    DEFLEC18
 LO0880  HORZ ORDER      -  THIRD
 LO0880
 LO0880.The horizontal coordinates were established by classical geodetic methods
 LO0880.and adjusted by the National Geodetic Survey in November 1997.
 LO0880
 LO0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0880.GEOID18 height accuracy estimate available here.
 LO0880
 LO0880.Click photographs - Photos may exist for this station.
 LO0880
 LO0880.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0880
 LO0880. The following values were computed from the NAD 83(1994) position.
 LO0880
 LO0880;                    North         East     Units Scale Factor Converg.
 LO0880;SPC UT C     - 2,248,746.225   472,095.052   MT  0.99998184   -0 12 40.0
 LO0880;SPC UT C     - 7,377,761.57  1,548,865.18   sFT  0.99998184   -0 12 40.0
 LO0880;UTM  12      - 4,491,730.053   429,784.528   MT  0.99966068   -0 32 22.5
 LO0880
 LO0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2978491730(NAD 83)
 LO0880
 LO0880                          SUPERSEDED SURVEY CONTROL
 LO0880
 LO0880  NAD 83(1993)-  40 34 24.15147(N)    111 49 46.41208(W) AD(       ) 3
 LO0880  NAD 83(1986)-  40 34 24.13943(N)    111 49 46.41034(W) AD(       ) 3
 LO0880  NAD 27      -  40 34 24.32394(N)    111 49 43.65478(W) AD(       ) 3
 LO0880
 LO0880.Superseded values are not recommended for survey control.
 LO0880
 LO0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0880.See file dsdata.pdf to determine how the superseded data were derived.
 LO0880
 LO0880_MARKER: 51 = TANK
 LO0880
 LO0880  HISTORY     - Date     Condition        Report By
 LO0880  HISTORY     - 1973     FIRST OBSERVED   NGS
 LO0880
 LO0880                          STATION DESCRIPTION
 LO0880
 LO0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0880'THE POINT INTERSECTED WAS THE APEX OF THE VENT ATOP THE WHITE CITY,
 LO0880'WATER COMPANY INCORPORATED EAST TANK THAT IS LOCATED AT 2200
 LO0880'EAST AND 9800 SOUTH NEAR THE EAST EDGE OF SANDY.  THE TANK IS
 LO0880'UNELEVATED, PAINTED LIGHT GREEN IN COLOR AND IS ABOUT 55 FEET
 LO0880'IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0886 ***********************************************************************
 LO0886  DESIGNATION -  SANDY WHITE CITY WATER CO W TK
 LO0886  PID         -  LO0886
 LO0886  STATE/COUNTY-  UT/SALT LAKE
 LO0886  COUNTRY     -  US
 LO0886  USGS QUAD   -  DRAPER (2017)
 LO0886
 LO0886                         *CURRENT SURVEY CONTROL
 LO0886  ______________________________________________________________________
 LO0886* NAD 83(1994) POSITION- 40 34 24.75348(N) 111 51 04.57736(W)   ADJUSTED
 LO0886  ______________________________________________________________________
 LO0886  GEOID HEIGHT    -        -16.927 (meters)                     GEOID18
 LO0886  LAPLACE CORR    -         11.79  (seconds)                    DEFLEC18
 LO0886  HORZ ORDER      -  THIRD
 LO0886
 LO0886.The horizontal coordinates were established by classical geodetic methods
 LO0886.and adjusted by the National Geodetic Survey in November 1997.
 LO0886
 LO0886.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0886.GEOID18 height accuracy estimate available here.
 LO0886
 LO0886.Click photographs - Photos may exist for this station.
 LO0886
 LO0886.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0886
 LO0886. The following values were computed from the NAD 83(1994) position.
 LO0886
 LO0886;                    North         East     Units Scale Factor Converg.
 LO0886;SPC UT C     - 2,248,771.808   470,256.658   MT  0.99998187   -0 13 30.1
 LO0886;SPC UT C     - 7,377,845.51  1,542,833.72   sFT  0.99998187   -0 13 30.1
 LO0886;UTM  12      - 4,491,766.167   427,946.898   MT  0.99966390   -0 33 13.4
 LO0886
 LO0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2794691766(NAD 83)
 LO0886
 LO0886                          SUPERSEDED SURVEY CONTROL
 LO0886
 LO0886  NAD 83(1993)-  40 34 24.75374(N)    111 51 04.57717(W) AD(       ) 3
 LO0886  NAD 83(1986)-  40 34 24.74187(N)    111 51 04.57513(W) AD(       ) 3
 LO0886  NAD 27      -  40 34 24.92672(N)    111 51 01.81637(W) AD(       ) 3
 LO0886
 LO0886.Superseded values are not recommended for survey control.
 LO0886
 LO0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0886.See file dsdata.pdf to determine how the superseded data were derived.
 LO0886
 LO0886_MARKER: 51 = TANK
 LO0886
 LO0886  HISTORY     - Date     Condition        Report By
 LO0886  HISTORY     - 1973     FIRST OBSERVED   NGS
 LO0886
 LO0886                          STATION DESCRIPTION
 LO0886
 LO0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0886'THE POINT INTERSECTED WAS THE TOP CENTER OF THE WEST ONE OF TWO
 LO0886'WHITE CITY WATER COMPANY INCORPORATED, TWIN WATER TANKS THAT ARE
 LO0886'LOCATED NEAR THE INTERSECTION OF 1375 EAST AND 9800 SOUTH AT THE
 LO0886'WEST EDGE OF THE CITY OF SANDY.  THE TANKS ARE UNELEVATED, PAINTED
 LO0886'LIGHT GREEN IN COLOR WITH WHITE CITY WATER CO INC PAINTED IN
 LO0886'WHITE ON THE WEST SIDE OF THE TANK THAT WAS INTERSECTED.  THE
 LO0886'TANKS ABOUT 40 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0539 ***********************************************************************
 HO0539  DESIGNATION -  SANFORD
 HO0539  PID         -  HO0539
 HO0539  STATE/COUNTY-  UT/GARFIELD
 HO0539  COUNTRY     -  US
 HO0539  USGS QUAD   -  PANGUITCH NW (2017)
 HO0539
 HO0539                         *CURRENT SURVEY CONTROL
 HO0539  ______________________________________________________________________
 HO0539* NAD 83(1994) POSITION- 37 56 27.63646(N) 112 25 23.15531(W)   ADJUSTED
 HO0539* NAVD 88 ORTHO HEIGHT -  1983.8   (meters)     6509.    (feet) VERTCON3
 HO0539  ______________________________________________________________________
 HO0539  GEOID HEIGHT    -        -20.069 (meters)                     GEOID18
 HO0539  LAPLACE CORR    -          2.66  (seconds)                    DEFLEC18
 HO0539  HORZ ORDER      -  SECOND
 HO0539
 HO0539.The horizontal coordinates were established by classical geodetic methods
 HO0539.and adjusted by the National Geodetic Survey in November 1997.
 HO0539
 HO0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0539
 HO0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0539.GEOID18 height accuracy estimate available here.
 HO0539
 HO0539.Click photographs - Photos may exist for this station.
 HO0539
 HO0539.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0539
 HO0539. The following values were computed from the NAD 83(1994) position.
 HO0539
 HO0539;                    North         East     Units Scale Factor Converg.
 HO0539;SPC UT S     - 3,141,832.311   418,862.033   MT  0.99995504   -0 33 56.1
 HO0539;SPC UT S     -10,307,828.17  1,374,216.52   sFT  0.99995504   -0 33 56.1
 HO0539;UTM  12      - 4,200,224.945   374,952.550   MT  0.99979259   -0 52 30.4
 HO0539
 HO0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0539!SPC UT S     -   0.99969195  x   0.99995504  =   0.99964700
 HO0539!UTM  12      -   0.99969195  x   0.99979259  =   0.99948460
 HO0539
 HO0539:                Primary Azimuth Mark                     Grid Az
 HO0539:SPC UT S     -  BEAR                                     325 56 02.5
 HO0539:UTM  12      -  BEAR                                     326 14 36.8
 HO0539
 HO0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH7495200224(NAD 83)
 HO0539
 HO0539|---------------------------------------------------------------------|
 HO0539| PID    Reference Object                     Distance      Geod. Az  |
 HO0539|                                                           dddmmss.s |
 HO0539| CH3292 SANFORD RM 2                         12.158 METERS 00920     |
 HO0539| CH3291 SANFORD RM 1                         18.641 METERS 20500     |
 HO0539| JO0495 BEAR                                APPROX. 9.6 KM 3252206.4 |
 HO0539|---------------------------------------------------------------------|
 HO0539
 HO0539                          SUPERSEDED SURVEY CONTROL
 HO0539
 HO0539  NAD 83(1986)-  37 56 27.63397(N)    112 25 23.15509(W) AD(       ) 2
 HO0539  NAD 27      -  37 56 27.72288(N)    112 25 20.40693(W) AD(       ) 2
 HO0539  NGVD 29 (07/19/86) 1982.6    (m)         6505.     (f) VERT ANG       
 HO0539
 HO0539.Superseded values are not recommended for survey control.
 HO0539
 HO0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0539.See file dsdata.pdf to determine how the superseded data were derived.
 HO0539
 HO0539_MARKER: DD = SURVEY DISK
 HO0539_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HO0539+WITH SETTING: INFORMATION.
 HO0539_STAMPING: SANFORD 1971
 HO0539_MARK LOGO: USGS
 HO0539_PROJECTION: FLUSH
 HO0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0539+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2012
 HO0539
 HO0539  HISTORY     - Date     Condition        Report By
 HO0539  HISTORY     - 1971     MONUMENTED       USGS
 HO0539  HISTORY     - 20060715 GOOD             INDIV
 HO0539  HISTORY     - 20120613 GOOD             GEOCAC
 HO0539
 HO0539                          STATION DESCRIPTION
 HO0539
 HO0539'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HO0539'LOCATED ABOUT 8.7 MI N. OF PANGUITCH, UTAH.  2 MI S. OF INTERSECTION
 HO0539'OF HIGHWAY 89 AND 20.  ABOUT 65 FT E. OF HIGHWAY 89.  125 FT SE. OF
 HO0539'THE INTERSECTION OF SANFORD CREEK RD. AND HIGHWAY 89.  ON TOP OF
 HO0539'CUT BANK E. OF HIGHWAY 89.
 HO0539'
 HO0539'TO REACH FROM TRAFFIC LIGHT IN PANGUITCH.  DRIVE 8.7 MI N. ON
 HO0539'HIGHWAY 89 TO T-INTERSECTION WITH SANFORD CREEK RD.  STATION LOCATED
 HO0539'65 FT E. OF RD. CUT ON HIGHWAY 89 AND 125 FT S. OF SANFORD CREEK
 HO0539'RD.  6.2 FT W. OF WITNESS POST.
 HO0539'
 HO0539'STATION MARK--A STANDARD USGS TABLET STAMPED SANFORD 1971 FASTENED
 HO0539'TO A COPPER-COATED ROD.
 HO0539'
 HO0539'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED SANFORD 1971
 HO0539'NO 1 FASTENED TO A COPPER-COATED ROD.
 HO0539'
 HO0539'REFERENCE MARK NO. 2--A STANDARD USGS TABLET STAMPED SANFORD 1971
 HO0539'NO 2 FASTENED TO A COPPER-COATED ROD.
 HO0539
 HO0539                          STATION RECOVERY (2006)
 HO0539
 HO0539'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DBG)
 HO0539'MARK IS NEAR AN OVERHEAD POWER LINE
 HO0539
 HO0539                          STATION RECOVERY (2012)
 HO0539
 HO0539'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0539'RECOVERED AS DESCRIBED.  THE STATION MARK, RM1 AND RM2 ALL IN GOOD
 HO0539'CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0398 ***********************************************************************
 KN0398  DESIGNATION -  SANPETE
 KN0398  PID         -  KN0398
 KN0398  STATE/COUNTY-  UT/SANPETE
 KN0398  COUNTRY     -  US
 KN0398  USGS QUAD   -  DANISH KNOLL (2017)
 KN0398
 KN0398                         *CURRENT SURVEY CONTROL
 KN0398  ______________________________________________________________________
 KN0398* NAD 83(1994) POSITION- 39 22 27.17343(N) 111 24 15.39656(W)   ADJUSTED
 KN0398* NAVD 88 ORTHO HEIGHT -  3378.    (meters)    11083.    (feet) SCALED
 KN0398  ______________________________________________________________________
 KN0398  GEOID HEIGHT    -        -16.287 (meters)                     GEOID18
 KN0398  LAPLACE CORR    -          7.72  (seconds)                    DEFLEC18
 KN0398  HORZ ORDER      -  FIRST
 KN0398
 KN0398.The horizontal coordinates were established by classical geodetic methods
 KN0398.and adjusted by the National Geodetic Survey in November 1997.
 KN0398
 KN0398.The orthometric height was scaled from a topographic map.
 KN0398
 KN0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0398.GEOID18 height accuracy estimate available here.
 KN0398
 KN0398.Click photographs - Photos may exist for this station.
 KN0398
 KN0398.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0398
 KN0398. The following values were computed from the NAD 83(1994) position.
 KN0398
 KN0398;                    North         East     Units Scale Factor Converg.
 KN0398;SPC UT C     - 2,115,562.145   508,247.728   MT  0.99993095   +0 03 40.7
 KN0398;SPC UT C     - 6,940,806.80  1,667,476.09   sFT  0.99993095   +0 03 40.7
 KN0398;UTM  12      - 4,358,382.879   465,178.051   MT  0.99961493   -0 15 23.3
 KN0398
 KN0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0398!SPC UT C     -   0.99947279  x   0.99993095  =   0.99940377
 KN0398!UTM  12      -   0.99947279  x   0.99961493  =   0.99908792
 KN0398
 KN0398:                Primary Azimuth Mark                     Grid Az
 KN0398:SPC UT C     -  WEST SANPETE                             268 58 58.8
 KN0398:UTM  12      -  WEST SANPETE                             269 18 02.8
 KN0398
 KN0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ6517858382(NAD 83)
 KN0398
 KN0398|---------------------------------------------------------------------|
 KN0398| PID    Reference Object                     Distance      Geod. Az  |
 KN0398|                                                           dddmmss.s |
 KN0398| KN0400 WEST SANPETE                        APPROX. 1.7 KM 2690239.5 |
 KN0398|---------------------------------------------------------------------|
 KN0398
 KN0398                          SUPERSEDED SURVEY CONTROL
 KN0398
 KN0398  NAD 83(1986)-  39 22 27.16233(N)    111 24 15.39342(W) AD(       ) 1
 KN0398  NAD 27      -  39 22 27.28900(N)    111 24 12.70500(W) AD(       ) 1
 KN0398  USCA        -  39 22 21.91900(N)    111 24 18.60500(W) AD(       ) 3
 KN0398  USSD        -  39 22 28.04900(N)    111 24 13.38900(W) AD(       ) 3
 KN0398
 KN0398.Superseded values are not recommended for survey control.
 KN0398
 KN0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0398.See file dsdata.pdf to determine how the superseded data were derived.
 KN0398
 KN0398_MARKER: Z = SEE DESCRIPTION
 KN0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0398
 KN0398  HISTORY     - Date     Condition        Report By
 KN0398  HISTORY     - 1884     MONUMENTED       CGS
 KN0398  HISTORY     - 20210703 GOOD             PEAKBG
 KN0398
 KN0398                          STATION DESCRIPTION
 KN0398
 KN0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1884 (WE)
 KN0398'IN THE WASATCH MOUNTAIN RANGE, ON THE NORTHERN END OF THE
 KN0398'EASTERN SPUR OF WHAT IS LOCALLY KNOWN AS THE HORSESHOE.
 KN0398
 KN0398                          STATION RECOVERY (2021)
 KN0398
 KN0398'RECOVERY NOTE BY PEAK BAGGER 2021 (LN)
 KN0398'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0446 ***********************************************************************
 KN0446  DESIGNATION -  SANTA
 KN0446  PID         -  KN0446
 KN0446  STATE/COUNTY-  UT/UTAH
 KN0446  COUNTRY     -  US
 KN0446  USGS QUAD   -  SANTAQUIN (2017)
 KN0446
 KN0446                         *CURRENT SURVEY CONTROL
 KN0446  ______________________________________________________________________
 KN0446* NAD 83(1994) POSITION- 39 58 38.95968(N) 111 49 33.42803(W)   ADJUSTED
 KN0446* NAVD 88 ORTHO HEIGHT -  1572.82  (+/-2cm)     5160.2   (feet) VERTCON3
 KN0446  ______________________________________________________________________
 KN0446  GEOID HEIGHT    -        -17.472 (meters)                     GEOID18
 KN0446  LAPLACE CORR    -          8.00  (seconds)                    DEFLEC18
 KN0446  HORZ ORDER      -  FIRST
 KN0446  VERT ORDER      -  THIRD ? (See Below)
 KN0446
 KN0446.The horizontal coordinates were established by classical geodetic methods
 KN0446.and adjusted by the National Geodetic Survey in November 1997.
 KN0446
 KN0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0446
 KN0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0446.GEOID18 height accuracy estimate available here.
 KN0446
 KN0446.The vertical order pertains to the NGVD 29 superseded value.
 KN0446
 KN0446.Click photographs - Photos may exist for this station.
 KN0446
 KN0446.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0446
 KN0446. The following values were computed from the NAD 83(1994) position.
 KN0446
 KN0446;                    North         East     Units Scale Factor Converg.
 KN0446;SPC UT C     - 2,182,582.797   472,159.337   MT  0.99990190   -0 12 31.7
 KN0446;SPC UT C     - 7,160,690.39  1,549,076.09   sFT  0.99990190   -0 12 31.7
 KN0446;UTM  12      - 4,425,585.315   429,473.388   MT  0.99966123   -0 31 50.5
 KN0446
 KN0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0446!SPC UT C     -   0.99975606  x   0.99990190  =   0.99965798
 KN0446!UTM  12      -   0.99975606  x   0.99966123  =   0.99941737
 KN0446
 KN0446:                Primary Azimuth Mark                     Grid Az
 KN0446:SPC UT C     -  SANTA AZ MK                              028 17 35.0
 KN0446:UTM  12      -  SANTA AZ MK                              028 36 53.8
 KN0446
 KN0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK2947325585(NAD 83)
 KN0446
 KN0446|---------------------------------------------------------------------|
 KN0446| PID    Reference Object                     Distance      Geod. Az  |
 KN0446|                                                           dddmmss.s |
 KN0446| CM5953 SANTA AZ MK                                        0280503.3 |
 KN0446| CM5954 SANTA RM 1                            6.140 METERS 18611     |
 KN0446| CM5955 SANTA RM 2                            4.358 METERS 28701     |
 KN0446|---------------------------------------------------------------------|
 KN0446
 KN0446                          SUPERSEDED SURVEY CONTROL
 KN0446
 KN0446  NAD 83(1993)-  39 58 38.95961(N)    111 49 33.42841(W) AD(       ) 1
 KN0446  NAD 83(1986)-  39 58 38.94669(N)    111 49 33.42236(W) AD(       ) 1
 KN0446  NAD 27      -  39 58 39.11100(N)    111 49 30.65300(W) AD(       ) 1
 KN0446  NGVD 29            1571.76   (m)         5156.7    (f) LEVELING    3  
 KN0446
 KN0446.Superseded values are not recommended for survey control.
 KN0446
 KN0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0446.See file dsdata.pdf to determine how the superseded data were derived.
 KN0446
 KN0446_MARKER: DS = TRIANGULATION STATION DISK
 KN0446_SETTING: 66 = SET IN ROCK OUTCROP
 KN0446_STAMPING: SANTA 1947
 KN0446_MARK LOGO: CGS
 KN0446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0446+STABILITY: POSITION/ELEVATION WELL
 KN0446
 KN0446  HISTORY     - Date     Condition        Report By
 KN0446  HISTORY     - 1947     MONUMENTED       CGS
 KN0446  HISTORY     - 1947     GOOD             USGS
 KN0446  HISTORY     - 1967     GOOD             UT-049
 KN0446
 KN0446                          STATION DESCRIPTION
 KN0446
 KN0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KN0446'THE STATION IS LOCATED ON A PROMINENT, ROCKY, SAGE BRUSH COVERED
 KN0446'PEAK, WHICH IS ON RIDGE OF HILLS BETWEEN GOSHEN AND SANTAQUIN
 KN0446'BUT LOWER THAN THE HILLS TO THE SOUTHWEST.  IT IS THE FIRST
 KN0446'HILL SOUTH OF THE ROAD, ABOUT 4.0 MILES AIR LINE NORTHWEST OF
 KN0446'THE VILLAGE OF GOSHEN, ABOUT 2.0 MILES AIR LINE WEST OF
 KN0446'SANTAQUIN, 9 FEET EAST OF THE HIGHEST POINT, 8 FEET SOUTH OF
 KN0446'NORTH RIMROCK, SET FLUSH AND IS STAMPED SANTA 1947.
 KN0446'
 KN0446'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN
 KN0446'STATION, 20 FEET SOUTH OF THE HIGHEST POINT, 15 FEET EAST OF
 KN0446'THE WEST BRIM, SET FLUSH AND IS STAMPED SANTA NO 1 1947.
 KN0446'
 KN0446'REFERENCE MARK NO. 2 IS A U.S. BUREAU OF RECLAMATION MARK.  IT
 KN0446'IS AN 8 X 8 INCH CONCRETE POST WITH A SMALL IRON PIPE MARKING
 KN0446'THE CENTER WITH LETTERS U S R S JUNE 3, 1912 NO-. INSCRIBED IN
 KN0446'CONCRETE.  IT IS APPROXIMATELY 18 INCHES HIGHER THAN STATION,
 KN0446'5 FEET NORTHWEST OF THE HIGHEST POINT AND PROJECTS 6 INCHES.
 KN0446'
 KN0446'THE AZIMUTH MARK IS LOCATED 0.1 MILE WEST, ON STATE HIGHWAY
 KN0446'6, OF THE MAIL BOX MENTIONED IN THE DESCRIPTION, 60 FEET SOUTH
 KN0446'OF AND APPROXIMATELY 8 FEET HIGHER THAN THE CENTER LINE OF
 KN0446'HIGHWAY, 27 FEET EAST OF A LARGE SIGN BOARD, 1 FOOT WEST OF A
 KN0446'SMALL ROCK CAIRN, PROJECTS 8 INCHES AND IS STAMPED SANTA 1947.
 KN0446'
 KN0446'TO REACH FROM THE JUNCTION OF HIGHWAYS 6 AND 91 IN SANTAQUIN.
 KN0446'GO WEST ON HIGHWAY 6 1.85 MILES TO A MAIL BOX ON RIGHT AND A
 KN0446'TRACK ROAD ON THE LEFT.  TURN LEFT (S) ON TRACK ROAD AND GO
 KN0446'0.25 MILE, ABOUT 150 FEET AFTER PASSING FENCE POST ON LEFT,
 KN0446'TO A VERY DIM TRACK ROAD THAT FOLLOWS THE RIDGE TOWARD HIGH PEAK
 KN0446'AND STATION.  TURN RIGHT AND FOLLOW DIM TRACKS TO BASE OF
 KN0446'HILL AND END OF TRUCK TRAVEL FOR 2 WHEEL DRIVE VEHICLE.  ANY
 KN0446'4 WHEEL DRIVE VEHICLE CAN BE DRIVEN TO STATION, OTHERWISE
 KN0446'IT IS A 5 MINUTE PACK.
 KN0446
 KN0446                          STATION RECOVERY (1947)
 KN0446
 KN0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 KN0446'RECOVERED.
 KN0446
 KN0446                          STATION RECOVERY (1967)
 KN0446
 KN0446'RECOVERY NOTE BY UTAH COUNTY UTAH 1967 (RDR)
 KN0446'STATION RECOVERED BY UT. CO. SURVEY
 KN0446'
 KN0446'SANTA 1947-STATION AND ALL MARKS LOCATED AS DESCRIBED IN GOOD
 KN0446'CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0371 ***********************************************************************
 KM0371  DESIGNATION -  SANTIO
 KM0371  PID         -  KM0371
 KM0371  STATE/COUNTY-  UT/UINTAH
 KM0371  COUNTRY     -  US
 KM0371  USGS QUAD   -  BIG PACK MOUNTAIN (2017)
 KM0371
 KM0371                         *CURRENT SURVEY CONTROL
 KM0371  ______________________________________________________________________
 KM0371* NAD 83(1994) POSITION- 39 49 53.17725(N) 109 43 27.30234(W)   ADJUSTED
 KM0371* NAVD 88 ORTHO HEIGHT -  1822.3   (meters)     5979.    (feet) VERTCON3
 KM0371  ______________________________________________________________________
 KM0371  GEOID HEIGHT    -        -17.531 (meters)                     GEOID18
 KM0371  LAPLACE CORR    -          2.84  (seconds)                    DEFLEC18
 KM0371  HORZ ORDER      -  THIRD
 KM0371
 KM0371.The horizontal coordinates were established by classical geodetic methods
 KM0371.and adjusted by the National Geodetic Survey in November 1997.
 KM0371
 KM0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0371
 KM0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0371.GEOID18 height accuracy estimate available here.
 KM0371
 KM0371.Click photographs - Photos may exist for this station.
 KM0371
 KM0371.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0371
 KM0371. The following values were computed from the NAD 83(1994) position.
 KM0371
 KM0371;                    North         East     Units Scale Factor Converg.
 KM0371;SPC UT C     - 2,167,826.024   651,984.921   MT  0.99989882   +1 08 15.0
 KM0371;SPC UT C     - 7,112,275.88  2,139,053.86   sFT  0.99989882   +1 08 15.0
 KM0371;UTM  12      - 4,409,827.314   609,166.512   MT  0.99974671   +0 49 02.1
 KM0371
 KM0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0371!SPC UT C     -   0.99971694  x   0.99989882  =   0.99961579
 KM0371!UTM  12      -   0.99971694  x   0.99974671  =   0.99946372
 KM0371
 KM0371:                Primary Azimuth Mark                     Grid Az
 KM0371:SPC UT C     -  1 4 A                                    008 20 00.6
 KM0371:UTM  12      -  1 4 A                                    008 39 13.5
 KM0371
 KM0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK0916609827(NAD 83)
 KM0371
 KM0371|---------------------------------------------------------------------|
 KM0371| PID    Reference Object                     Distance      Geod. Az  |
 KM0371|                                                           dddmmss.s |
 KM0371| KM0372 1 4 A                               APPROX. 9.7 KM 0092815.6 |
 KM0371|---------------------------------------------------------------------|
 KM0371
 KM0371                          SUPERSEDED SURVEY CONTROL
 KM0371
 KM0371  NAD 83(1993)-  39 49 53.15599(N)    109 43 27.28903(W) AD(       ) 3
 KM0371  NAD 83(1986)-  39 49 53.15182(N)    109 43 27.29020(W) AD(       ) 3
 KM0371  NAD 27      -  39 49 53.27740(N)    109 43 24.80508(W) AD(       ) 3
 KM0371  NGVD 29 (07/19/86) 1821.2    (m)         5975.     (f) VERT ANG       
 KM0371
 KM0371.Superseded values are not recommended for survey control.
 KM0371
 KM0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0371.See file dsdata.pdf to determine how the superseded data were derived.
 KM0371
 KM0371_MARKER: DD = SURVEY DISK
 KM0371_SETTING: 80 = SET IN A BOULDER
 KM0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0371+STABILITY: SURFACE MOTION
 KM0371
 KM0371  HISTORY     - Date     Condition        Report By
 KM0371  HISTORY     - 1953     MONUMENTED       USGS
 KM0371
 KM0371                          STATION DESCRIPTION
 KM0371
 KM0371'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 KM0371'LOCATED ABOUT 16 MI. S. OF OURAY, 7 MI. E. OF CONFLUENCE OF MINNIE
 KM0371'MAUD CREEK AND GREEN RIVER, ON PROMINENT FLAT TOPPED POINT ON W. EDGE
 KM0371'OF MESA KNOWN AS BIG PACK MOUNTAIN, ABOUT 100 FT. FROM NW. RIM AND
 KM0371'ABOUT 2 FT. LOWER THAN HIGHEST POINT.  STATION IS VISIBLE FROM AND
 KM0371'ABOUT 1.5 MI. NE. OF SANTIO RANCH ON HILL CREEK.
 KM0371'
 KM0371'STATION REACHED BY HELICOPTER.
 KM0371'
 KM0371'STATION MARK--STANDARD TABLET, STAMPED ---SANTIO 1053---, CEMENTED
 KM0371'IN DRILL HOLE IN PROJECTING BOULDER.
 KM0371'
 KM0371'REFERENCE MARK NO. 1--STANDARD TABLET, STAMPED ---NO 1 1953---,
 KM0371'CEMENTED IN DRILL HOLE IN RIMROCK.
 KM0371'
 KM0371'REFERENCE MARK NO. 2--STANDARD TABLET, STAMPED ---NO 2 1953---,
 KM0371'CEMENTED IN DRILL HOLE IN RIMROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0557 ***********************************************************************
 LP0557  DESIGNATION -  SAPPHIRE
 LP0557  PID         -  LP0557
 LP0557  STATE/COUNTY-  UT/TOOELE
 LP0557  COUNTRY     -  US
 LP0557  USGS QUAD   -  GRANITE PEAK SE (2017)
 LP0557
 LP0557                         *CURRENT SURVEY CONTROL
 LP0557  ______________________________________________________________________
 LP0557* NAD 83(1994) POSITION- 40 03 46.25085(N) 113 15 55.18747(W)   ADJUSTED
 LP0557* NAVD 88 ORTHO HEIGHT -  1457.1   (meters)     4781.    (feet) VERTCON3
 LP0557  ______________________________________________________________________
 LP0557  GEOID HEIGHT    -        -19.006 (meters)                     GEOID18
 LP0557  LAPLACE CORR    -          2.01  (seconds)                    DEFLEC18
 LP0557  HORZ ORDER      -  FIRST
 LP0557
 LP0557.The horizontal coordinates were established by classical geodetic methods
 LP0557.and adjusted by the National Geodetic Survey in November 1997.
 LP0557
 LP0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0557
 LP0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0557.GEOID18 height accuracy estimate available here.
 LP0557
 LP0557.Click photographs - Photos may exist for this station.
 LP0557
 LP0557.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0557
 LP0557. The following values were computed from the NAD 83(1994) position.
 LP0557
 LP0557;                    North         East     Units Scale Factor Converg.
 LP0557;SPC UT C     - 2,193,495.050   349,413.797   MT  0.99990671   -1 07 51.0
 LP0557;SPC UT C     - 7,196,491.68  1,146,368.43   sFT  0.99990671   -1 07 51.0
 LP0557;UTM  12      - 4,437,191.619   306,800.779   MT  1.00005952   -1 27 30.5
 LP0557
 LP0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0557!SPC UT C     -   0.99977445  x   0.99990671  =   0.99968118
 LP0557!UTM  12      -   0.99977445  x   1.00005952  =   0.99983395
 LP0557
 LP0557:                Primary Azimuth Mark                     Grid Az
 LP0557:SPC UT C     -  SAPPHIRE AZ MK                           332 05 28.3
 LP0557:UTM  12      -  SAPPHIRE AZ MK                           332 25 07.8
 LP0557
 LP0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK0680037191(NAD 83)
 LP0557
 LP0557|---------------------------------------------------------------------|
 LP0557| PID    Reference Object                     Distance      Geod. Az  |
 LP0557|                                                           dddmmss.s |
 LP0557| CM5957 SAPPHIRE RM 1                         5.116 METERS 06405     |
 LP0557| CM5958 SAPPHIRE RM 2                         7.627 METERS 18058     |
 LP0557| CM5956 SAPPHIRE AZ MK                                     3305737.3 |
 LP0557|---------------------------------------------------------------------|
 LP0557
 LP0557                          SUPERSEDED SURVEY CONTROL
 LP0557
 LP0557  NAD 83(1986)-  40 03 46.24237(N)    113 15 55.17429(W) AD(       ) 1
 LP0557  NAD 27      -  40 03 46.45420(N)    113 15 52.24824(W) AD(       ) 1
 LP0557  NGVD 29 (07/19/86) 1456.1    (m)         4777.     (f) VERT ANG       
 LP0557
 LP0557.Superseded values are not recommended for survey control.
 LP0557
 LP0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0557.See file dsdata.pdf to determine how the superseded data were derived.
 LP0557
 LP0557_MARKER: DS = TRIANGULATION STATION DISK
 LP0557_SETTING: 66 = SET IN ROCK OUTCROP
 LP0557_STAMPING: SAPPHIRE 1965
 LP0557_MARK LOGO: CGS
 LP0557_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0557+STABILITY: POSITION/ELEVATION WELL
 LP0557
 LP0557  HISTORY     - Date     Condition        Report By
 LP0557  HISTORY     - 1965     MONUMENTED       CGS
 LP0557
 LP0557                          STATION DESCRIPTION
 LP0557
 LP0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0557'THE STATION IS LOCATED ON THE NORTH END OF A HIGH LONE MOUNTAIN
 LP0557'IN THE RESTRICTED AREA OF THE DUGWAY PROVING GROUNDS.  IT IS 31
 LP0557'MILES AIRLINE EAST-SOUTHEAST OF GOLD HILL, 27 MILES NORTHEAST OF
 LP0557'CALLAO AND 5-1/2 MILES SOUTH OF GRANITE MOUNTAIN.
 LP0557'
 LP0557'TO REACH THE STATION FROM THE DITTO TECHNICAL CENTER AT DUGWAY,
 LP0557'GO WEST FOR 1.8 MILES TO A GUARD GATE AND A FORK.  TAKE THE
 LP0557'LEFT FORK AND GO SOUTHWEST ALONG STARK ROAD FOR 6.9 MILES TO A
 LP0557'CROSSROAD.  BEAR LEFT AND CONTINUE SOUTHWEST FOR 10.35 MILES TO A
 LP0557'FORK JUST BEFORE REACHING THE SOUTH BOUNDARY FENCE.  TAKE THE
 LP0557'RIGHT FORK 3.3 MILES TO A FORK.  (CONTINUE AHEAD FOR 0.2 MILE
 LP0557'TO A SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW TRACK ROAD TO TOP
 LP0557'OF LITTLE KNOLL AND THE AZIMUTH MARK ON THE LEFT EDGE OF THE
 LP0557'ROAD.) TAKE THE LEFT FORK FOR 0.3 MILE TO A FORK.  TURN LEFT
 LP0557'AND FOLLOW THE ROAD UP THE STEEP MOUNTAIN FOR 0.5 MILE TO THE
 LP0557'STATION.
 LP0557'
 LP0557'THE STATION MARK IS A STANDARD DISK STAMPED SAPPHIRE 1965.  IT IS
 LP0557'SET IN A DRILL HOLE IN BEDROCK WHICH IS ABOUT 8 INCHES BELOW THE
 LP0557'GROUND SURFACE.
 LP0557'
 LP0557'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SAPPHIRE NO 1 1965.
 LP0557'IT IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH IS ABOUT
 LP0557'3 FEET LOWER THAN THE STATION.
 LP0557'
 LP0557'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SAPPHIRE NO 2 1965.
 LP0557'IT IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK ON THE HIGHEST
 LP0557'POINT OF THE MOUNTAIN.  IT IS ABOUT 2 FEET HIGHER THAN THE
 LP0557'STATION.
 LP0557'
 LP0557'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SAPPHIRE 1965.  IT IS
 LP0557'BRAZED TO THE TOP OF A LENGTH OF SOIL PIPE WHICH PROJECTS
 LP0557'ABOUT 6 INCHES.  IT IS ALONG THE SOUTH SIDE OF THE ROAD ABOUT 1
 LP0557'FOOT SOUTH OF A SMALL CAIRN.
 LP0557'
 LP0557'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0380 ***********************************************************************
 LP0380  DESIGNATION -  SAUNDERS
 LP0380  PID         -  LP0380
 LP0380  STATE/COUNTY-  UT/SALT LAKE
 LP0380  COUNTRY     -  US
 LP0380  USGS QUAD   -  MAGNA (2017)
 LP0380
 LP0380                         *CURRENT SURVEY CONTROL
 LP0380  ______________________________________________________________________
 LP0380* NAD 83(1994) POSITION- 40 42 15.23540(N) 112 05 01.79175(W)   ADJUSTED
 LP0380* NAVD 88 ORTHO HEIGHT -  1319.3   (meters)     4328.    (feet) VERTCON3
 LP0380  ______________________________________________________________________
 LP0380  GEOID HEIGHT    -        -17.177 (meters)                     GEOID18
 LP0380  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 LP0380  HORZ ORDER      -  FIRST
 LP0380
 LP0380.The horizontal coordinates were established by classical geodetic methods
 LP0380.and adjusted by the National Geodetic Survey in November 1997.
 LP0380
 LP0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0380
 LP0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0380.GEOID18 height accuracy estimate available here.
 LP0380
 LP0380.Click photographs - Photos may exist for this station.
 LP0380
 LP0380.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0380
 LP0380. The following values were computed from the NAD 83(1994) position.
 LP0380
 LP0380;                    North         East     Units Scale Factor Converg.
 LP0380;SPC UT C     - 2,263,387.055   450,660.008   MT  1.00001395   -0 22 26.4
 LP0380;SPC UT C     - 7,425,795.70  1,478,540.38   sFT  1.00001395   -0 22 26.4
 LP0380;UTM  12      - 4,506,489.650   408,441.077   MT  0.99970318   -0 42 24.7
 LP0380
 LP0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0380!SPC UT C     -   0.99979578  x   1.00001395  =   0.99980973
 LP0380!UTM  12      -   0.99979578  x   0.99970318  =   0.99949902
 LP0380
 LP0380:                Primary Azimuth Mark                     Grid Az
 LP0380:SPC UT C     -  1S2W 1701                                003 31 47.5
 LP0380:UTM  12      -  1S2W 1701                                003 51 45.8
 LP0380
 LP0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0844106489(NAD 83)
 LP0380
 LP0380|---------------------------------------------------------------------|
 LP0380| PID    Reference Object                     Distance      Geod. Az  |
 LP0380|                                                           dddmmss.s |
 LP0380| LP0379 1S2W 1701                           APPROX. 2.4 KM 0030921.1 |
 LP0380| LP0362 HUNTER RAD STA KRGO MAST            APPROX. 6.4 KM 0691536.8 |
 LP0380| LP0357 BACCHUS AF PLANT 81 TANK            APPROX. 5.2 KM 1393548.3 |
 LP0380| CM5959 SAUNDERS RM 1                         7.913 METERS 21434     |
 LP0380| LP0384 MAGNA UTAH PWR PLANT 4 N STK        APPROX. 3.3 KM 2853012.3 |
 LP0380| CM5960 SAUNDERS RM 2                         4.744 METERS 30439     |
 LP0380|---------------------------------------------------------------------|
 LP0380
 LP0380                          SUPERSEDED SURVEY CONTROL
 LP0380
 LP0380  NAD 83(1993)-  40 42 15.23327(N)    112 05 01.79001(W) AD(       ) 1
 LP0380  NAD 83(1986)-  40 42 15.22482(N)    112 05 01.78303(W) AD(       ) 1
 LP0380  NAD 27      -  40 42 15.41956(N)    112 04 58.99425(W) AD(       ) 1
 LP0380  NGVD 29 (07/19/86) 1318.4    (m)         4325.     (f) VERT ANG       
 LP0380
 LP0380.Superseded values are not recommended for survey control.
 LP0380
 LP0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0380.See file dsdata.pdf to determine how the superseded data were derived.
 LP0380
 LP0380_MARKER: DH = HORIZONTAL CONTROL DISK
 LP0380_SETTING: 66 = SET IN ROCK OUTCROP
 LP0380_STAMPING: SAUNDERS 1973
 LP0380_MARK LOGO: NGS
 LP0380_MAGNETIC: N = NO MAGNETIC MATERIAL
 LP0380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0380+STABILITY: POSITION/ELEVATION WELL
 LP0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0380+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1992
 LP0380
 LP0380  HISTORY     - Date     Condition        Report By
 LP0380  HISTORY     - 1973     MONUMENTED       NGS
 LP0380  HISTORY     - 1974     GOOD             NGS
 LP0380  HISTORY     - 19920722 POOR             NOS
 LP0380
 LP0380                          STATION DESCRIPTION
 LP0380
 LP0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LP0380'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF SALT LAKE CITY,
 LP0380'8 MILES NORTHWEST OF TAYLORSVILLE, 3 MILES NORTH-NORTHEAST OF
 LP0380'BACCHUS, NEAR THE EAST EDGE OF THE CITY OF MAGNA AND IN THE
 LP0380'SOUTHWEST 1/4 OF SECTION 29, T1S, R2W.  THE PROPERTY IS OWNED BY
 LP0380'MR. A. R. NEWMAN, 2690 EAST 2100 SOUTH, PHONE NUMBER 484-0976.
 LP0380'
 LP0380'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 111
 LP0380'AND 3100 SOUTH AT THE EAST EDGE OF MAGNA GO EAST ON 3100 SOUTH FOR
 LP0380'0.4 MILE TO A GATE ON THE LEFT.  TURN LEFT PASSING THROUGH THE
 LP0380'GATE AND GO NORTH FOR 0.05 MILE TO THE HIGHEST POINT OF A LARGE
 LP0380'ROCK OUTCROP AND THE STATION.  (TO REACH THE SALT LAKE COUNTY
 LP0380'TRIANGULATION STATION USED AS AN AZIMUTH, CONTINUE EAST ALONG
 LP0380'3100 SOUTH FROM THE GATE FOR 0.1 MILE TO THE INTERSECTION OF 8000
 LP0380'WEST.  TURN LEFT AND GO NORTH ON 8000 WEST FOR 1.0 MILE TO
 LP0380'A CROSSROAD.  CONTINUE NORTH ON 8000 WEST FOR 0.45 MILE TO
 LP0380'A CROSSROAD AND THE MARK IN THE CENTER OF THE STREET JUST
 LP0380'BEYOND.)
 LP0380'
 LP0380'THE STATION MARK IS A STANDARD DISK STAMPED SAUNDERS 1973,
 LP0380'CEMENTED IN A DRILL HOLE ON THE HIGHEST POINT OF THE LARGE ROCK
 LP0380'OUTCROP.  IT IS 65 PACES NORTH OF THE CENTER OF 3100 SOUTH, 81.5
 LP0380'FEET EAST OF A FENCE, 17 FEET EAST OF THE WEST EDGE OF THE
 LP0380'OUTCROP AND 5 FEET SOUTH OF THE NORTH EDGE OF THE OUTCROP.
 LP0380'
 LP0380'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SAUNDERS NO 1 1973,
 LP0380'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 56 PACES
 LP0380'NORTH OF THE CENTER OF 3100 SOUTH, 73 FEET EAST OF A FENCE, 30 FEET
 LP0380'SOUTH OF THE NORTH EDGE OF THE OUTCROP AND ABOUT 4.5 FEET LOWER
 LP0380'THAN THE STATION.
 LP0380'
 LP0380'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SAUNDERS NO 2 1973,
 LP0380'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 65 PACES
 LP0380'NORTH OF THE CENTER OF 3100 SOUTH, 66 FEET EAST OF A FENCE, 2 FEET
 LP0380'EAST OF THE WEST EDGE OF THE OUTCROP AND ABOUT 2.5 FEET LOWER
 LP0380'THAN THE STATION.
 LP0380'
 LP0380'THE MARK IS A SALT LAKE COUNTY DISK STAMPED SEC COR 17 16 20 21
 LP0380'T1S R2W, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 6
 LP0380'INCHES IN DIAMETER AND 3 INCHES BELOW AN IRON RING AND LID.  IT IS
 LP0380'30 FEET NORTH OF THE CENTER OF THE INTERSECTION, 25.5 FEET EAST
 LP0380'OF A TELEPHONE POLE AND 22 FEET EAST OF A 4X4 WOODEN POST.  THIS
 LP0380'MARK CAN SERVE AS AN AZIMUTH.
 LP0380
 LP0380                          STATION RECOVERY (1992)
 LP0380
 LP0380'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 LP0380'STATION WAS FOUND WITH THE DISK REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0504 ***********************************************************************
 MS0504  DESIGNATION -  SBM 1
 MS0504  PID         -  MS0504
 MS0504  STATE/COUNTY-  UT/BOX ELDER
 MS0504  COUNTRY     -  US
 MS0504  USGS QUAD   -  HOGUP RIDGE NORTH (2017)
 MS0504
 MS0504                         *CURRENT SURVEY CONTROL
 MS0504  ______________________________________________________________________
 MS0504* NAD 83(1986) POSITION- 41 17 18.     (N) 113 07 25.     (W)   SCALED
 MS0504* NAVD 88 ORTHO HEIGHT -  1322.839 (meters)     4340.01  (feet) ADJUSTED
 MS0504  ______________________________________________________________________
 MS0504  GEOID HEIGHT    -        -16.772 (meters)                     GEOID18
 MS0504  DYNAMIC HEIGHT  -       1321.923 (meters)     4337.01  (feet) COMP
 MS0504  MODELED GRAVITY -    979,885.5   (mgal)                       NAVD 88
 MS0504
 MS0504  VERT ORDER      -  SECOND    CLASS 0
 MS0504
 MS0504.The horizontal coordinates were scaled from a map and have
 MS0504.an estimated accuracy of +/- 6 seconds.
 MS0504
 MS0504.The orthometric height was determined by differential leveling and
 MS0504.adjusted by the NATIONAL GEODETIC SURVEY
 MS0504.in June 1991.
 MS0504
 MS0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0504.GEOID18 height accuracy estimate available here.
 MS0504
 MS0504.Click photographs - Photos may exist for this station.
 MS0504
 MS0504.The dynamic height is computed by dividing the NAVD 88
 MS0504.geopotential number by the normal gravity value computed on the
 MS0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0504.degrees latitude (g = 980.6199 gals.).
 MS0504
 MS0504.The modeled gravity was interpolated from observed gravity values.
 MS0504
 MS0504;                    North         East    Units  Estimated Accuracy
 MS0504;SPC UT N     - 1,107,320.      364,010.      MT  (+/- 180 meters Scaled)
 MS0504
 MS0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL221729(NAD 83)
 MS0504
 MS0504                          SUPERSEDED SURVEY CONTROL
 MS0504
 MS0504  NGVD 29 (??/??/92) 1321.86   (m)         4336.8    (f) COMPUTED    2 0
 MS0504
 MS0504.Superseded values are not recommended for survey control.
 MS0504
 MS0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0504.See file dsdata.pdf to determine how the superseded data were derived.
 MS0504
 MS0504_MARKER: I = METAL ROD
 MS0504_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MS0504_MARK LOGO: USGS
 MS0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0504
 MS0504  HISTORY     - Date     Condition        Report By
 MS0504  HISTORY     - 1966     MONUMENTED       USGS
 MS0504
 MS0504                          STATION DESCRIPTION
 MS0504
 MS0504'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MS0504'3.5 KM (2.20 MI) NORTH FROM HOGUP.
 MS0504'1.3 MILES NORTH FROM HOGUP, TO JCT.  OF ROADS NORTH AND NORTHWEST,
 MS0504'THENCE 0.9 MILES NORTH ALONG 4-WHEEL DRIVE ROAD, EAST OF A HOLDING
 MS0504'POND, 18 FEET EAST OF THE ROAD, ROD IS IN THE GROUND AT THE CENTER OF
 MS0504'A SMALL GREASEWOOD CLUMP.  SUPPLEMENTAL BM, NO DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0503 ***********************************************************************
 MS0503  DESIGNATION -  SBM 2
 MS0503  PID         -  MS0503
 MS0503  STATE/COUNTY-  UT/BOX ELDER
 MS0503  COUNTRY     -  US
 MS0503  USGS QUAD   -  STRONGS KNOB (2017)
 MS0503
 MS0503                         *CURRENT SURVEY CONTROL
 MS0503  ______________________________________________________________________
 MS0503* NAD 83(1986) POSITION- 41 13 31.     (N) 112 53 03.     (W)   SCALED
 MS0503* NAVD 88 ORTHO HEIGHT -  1281.367 (meters)     4203.95  (feet) ADJUSTED
 MS0503  ______________________________________________________________________
 MS0503  GEOID HEIGHT    -        -16.821 (meters)                     GEOID18
 MS0503  DYNAMIC HEIGHT  -       1280.487 (meters)     4201.06  (feet) COMP
 MS0503  MODELED GRAVITY -    979,892.1   (mgal)                       NAVD 88
 MS0503
 MS0503  VERT ORDER      -  SECOND    CLASS 0
 MS0503
 MS0503.The horizontal coordinates were scaled from a map and have
 MS0503.an estimated accuracy of +/- 6 seconds.
 MS0503
 MS0503.The orthometric height was determined by differential leveling and
 MS0503.adjusted by the NATIONAL GEODETIC SURVEY
 MS0503.in June 1991.
 MS0503
 MS0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0503.GEOID18 height accuracy estimate available here.
 MS0503
 MS0503.Click photographs - Photos may exist for this station.
 MS0503
 MS0503.The dynamic height is computed by dividing the NAVD 88
 MS0503.geopotential number by the normal gravity value computed on the
 MS0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0503.degrees latitude (g = 980.6199 gals.).
 MS0503
 MS0503.The modeled gravity was interpolated from observed gravity values.
 MS0503
 MS0503;                    North         East    Units  Estimated Accuracy
 MS0503;SPC UT N     - 1,099,970.      383,950.      MT  (+/- 180 meters Scaled)
 MS0503
 MS0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL420654(NAD 83)
 MS0503
 MS0503                          SUPERSEDED SURVEY CONTROL
 MS0503
 MS0503  NGVD 29 (??/??/92) 1280.40   (m)         4200.8    (f) COMPUTED    2 0
 MS0503
 MS0503.Superseded values are not recommended for survey control.
 MS0503
 MS0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0503.See file dsdata.pdf to determine how the superseded data were derived.
 MS0503
 MS0503_MARKER: S = SPIKE
 MS0503_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 MS0503_SP_SET: SPIKE IN UTILITY POLE
 MS0503_MARK LOGO: USGS
 MS0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0503
 MS0503  HISTORY     - Date     Condition        Report By
 MS0503  HISTORY     - 1966     MONUMENTED       USGS
 MS0503
 MS0503                          STATION DESCRIPTION
 MS0503
 MS0503'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MS0503'1.0 KM (0.60 MI) WEST FROM LAKESIDE.
 MS0503'0.6 MILES WEST OF LAKESIDE TOOL SHED AND TRAILER CAMP, ON THE NORTH
 MS0503'SIDE OF THE RAILROAD TRACKS AND THE ROAD AT THE EAST END OF A LONG
 MS0503'DIKE, A RAILROAD SPIKE IN THE SOUTH BASE OF A TELEPHONE POLE.
 MS0503'SUPPLEMENTAL BM.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0502 ***********************************************************************
 MS0502  DESIGNATION -  SBM 3
 MS0502  PID         -  MS0502
 MS0502  STATE/COUNTY-  UT/BOX ELDER
 MS0502  COUNTRY     -  US
 MS0502  USGS QUAD   -  LAKESIDE (2017)
 MS0502
 MS0502                         *CURRENT SURVEY CONTROL
 MS0502  ______________________________________________________________________
 MS0502* NAD 83(1986) POSITION- 41 13 21.     (N) 112 51 14.     (W)   SCALED
 MS0502* NAVD 88 ORTHO HEIGHT -  1285.996 (meters)     4219.14  (feet) ADJUSTED
 MS0502  ______________________________________________________________________
 MS0502  GEOID HEIGHT    -        -16.821 (meters)                     GEOID18
 MS0502  DYNAMIC HEIGHT  -       1285.109 (meters)     4216.23  (feet) COMP
 MS0502  MODELED GRAVITY -    979,889.2   (mgal)                       NAVD 88
 MS0502
 MS0502  VERT ORDER      -  SECOND    CLASS 0
 MS0502
 MS0502.The horizontal coordinates were scaled from a map and have
 MS0502.an estimated accuracy of +/- 6 seconds.
 MS0502
 MS0502.The orthometric height was determined by differential leveling and
 MS0502.adjusted by the NATIONAL GEODETIC SURVEY
 MS0502.in June 1991.
 MS0502
 MS0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0502.GEOID18 height accuracy estimate available here.
 MS0502
 MS0502.Click photographs - Photos may exist for this station.
 MS0502
 MS0502.The dynamic height is computed by dividing the NAVD 88
 MS0502.geopotential number by the normal gravity value computed on the
 MS0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0502.degrees latitude (g = 980.6199 gals.).
 MS0502
 MS0502.The modeled gravity was interpolated from observed gravity values.
 MS0502
 MS0502;                    North         East    Units  Estimated Accuracy
 MS0502;SPC UT N     - 1,099,630.      386,480.      MT  (+/- 180 meters Scaled)
 MS0502
 MS0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL446651(NAD 83)
 MS0502
 MS0502                          SUPERSEDED SURVEY CONTROL
 MS0502
 MS0502  NGVD 29 (??/??/92) 1285.023  (m)         4215.95   (f) ADJ UNCH    2 0
 MS0502
 MS0502.Superseded values are not recommended for survey control.
 MS0502
 MS0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0502.See file dsdata.pdf to determine how the superseded data were derived.
 MS0502
 MS0502_MARKER: S = SPIKE
 MS0502_SETTING: 66 = SET IN ROCK OUTCROP
 MS0502_MARK LOGO: USGS
 MS0502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0502+STABILITY: POSITION/ELEVATION WELL
 MS0502
 MS0502  HISTORY     - Date     Condition        Report By
 MS0502  HISTORY     - 1966     MONUMENTED       USGS
 MS0502
 MS0502                          STATION DESCRIPTION
 MS0502
 MS0502'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MS0502'1.1 KM (0.70 MI) EAST FROM LAKESIDE.
 MS0502'0.7 MILES EAST OF LAKESIDE TOOL SHED AND TRAILER CAMP, 19.6 FEET
 MS0502'SOUTHWEST OF A RAILROAD SIGNAL, IN THE EAST END OF A ROCK LEDGE, A
 MS0502'RAILROAD SPIKE.  SUPPLEMENTAL BM.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5501 ***********************************************************************
 DR5501  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5501  DESIGNATION -  SCHULTZ
 DR5501  PID         -  DR5501
 DR5501  STATE/COUNTY-  UT/WEBER
 DR5501  COUNTRY     -  US
 DR5501  USGS QUAD   -  OGDEN BAY (2017)
 DR5501
 DR5501                         *CURRENT SURVEY CONTROL
 DR5501  ______________________________________________________________________
 DR5501* NAD 83(2011) POSITION- 41 11 12.89819(N) 112 09 40.05454(W)   ADJUSTED
 DR5501* NAD 83(2011) ELLIP HT-  1268.621 (meters)        (07/08/20)   ADJUSTED
 DR5501* NAD 83(2011) EPOCH   -  2010.00
 DR5501* NAVD 88 ORTHO HEIGHT -  1285.62  (meters)     4217.9   (feet) GPS OBS
 DR5501  ______________________________________________________________________
 DR5501  GEOID HEIGHT    -        -16.982 (meters)                     GEOID18
 DR5501  NAD 83(2011) X  - -1,813,600.702 (meters)                     COMP
 DR5501  NAD 83(2011) Y  - -4,452,726.230 (meters)                     COMP
 DR5501  NAD 83(2011) Z  -  4,178,902.711 (meters)                     COMP
 DR5501  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 DR5501
 DR5501  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5501  Standards:
 DR5501         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5501            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5501  -------------------------------------------------------------------
 DR5501  NETWORK    0.45   0.88           0.20   0.16   0.45     -0.00552760
 DR5501  -------------------------------------------------------------------
 DR5501  Click here for local accuracies and other accuracy information.
 DR5501
 DR5501.The horizontal coordinates were established by GPS observations
 DR5501.and adjusted by the National Geodetic Survey in July 2020.
 DR5501
 DR5501.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5501.been affixed to the stable North American tectonic plate. See 
 DR5501.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5501
 DR5501.The horizontal coordinates are valid at the epoch date displayed above
 DR5501.which is a decimal equivalence of Year/Month/Day.
 DR5501
 DR5501.The orthometric height was determined by GPS observations and a
 DR5501.high-resolution geoid model using precise GPS observation and
 DR5501.processing techniques.
 DR5501
 DR5501.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5501.GEOID18 height accuracy estimate available here.
 DR5501
 DR5501.Click photographs - Photos may exist for this station.
 DR5501
 DR5501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5501
 DR5501.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5501
 DR5501.The ellipsoidal height was determined by GPS observations
 DR5501.and is referenced to NAD 83.
 DR5501
 DR5501. The following values were computed from the NAD 83(2011) position.
 DR5501
 DR5501;                    North         East     Units Scale Factor Converg.
 DR5501;SPC UT N     - 1,095,000.975   444,536.351   MT  0.99995746   -0 26 09.3
 DR5501;SPC UT N     - 3,592,515.70  1,458,449.68   sFT  0.99995746   -0 26 09.3
 DR5501;UTM  12      - 4,560,156.671   402,622.998   MT  0.99971670   -0 45 52.9
 DR5501
 DR5501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5501!SPC UT N     -   0.99980105  x   0.99995746  =   0.99975852
 DR5501!UTM  12      -   0.99980105  x   0.99971670  =   0.99951780
 DR5501
 DR5501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0262260156(NAD 83)
 DR5501
 DR5501                          SUPERSEDED SURVEY CONTROL
 DR5501
 DR5501.No superseded survey control is available for this station.
 DR5501
 DR5501_MARKER: DB = BENCH MARK DISK
 DR5501_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR5501_SP_SET: IN FLOOD CONTROL STRUCTURE
 DR5501_STAMPING: SCHULTZ 2015
 DR5501_MARK LOGO: UT-057
 DR5501_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5501+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2015
 DR5501
 DR5501  HISTORY     - Date     Condition        Report By
 DR5501  HISTORY     - 20150730 MONUMENTED       UT-057
 DR5501
 DR5501                          STATION DESCRIPTION
 DR5501
 DR5501'DESCRIBED BY WEBER COUNTY UTAH 2015 (DJM)
 DR5501'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-NORTHWEST OF ROY,
 DR5501'6.9 MI (11.1 KM) WEST-NORTHWEST OF ROY PARK ADDITION SUBDIVISION AND
 DR5501'5.9 MI (9.5 KM) WEST-NORTHWEST OF ROY WEST SUBDIVISION.
 DR5501'OWNERSHIP--STATE OF UTAH.
 DR5501'
 DR5501'TO REACH FROM THE INTERSECTION OF OF 5100 S 7500 W HOOPER, UT.  TURN
 DR5501'NORTH 0.4 MI (0.6 KM) TO THE GATE OF THE OGDEN BAY WATERFOWL
 DR5501'MANAGEMENT AREA, 4901 S 7500 W HOOPER, 0.6 MI (1.0 KM) NORTH TO THE
 DR5501'PARKING AREA.
 DR5501'
 DR5501'IT IS 600 FT (182.9 M) NORTH OF PARKING LOT AND 80.0 FT (24.4 M) NORTH
 DR5501'OF THE FIRST FLOOD CONTROL STRUCTURE. SET IN THE TOP OF A -IN ROUND
 DR5501'CONCRETE POST.  STATION IS LOCATED IN THE CENTER OF THE DECK OF THE
 DR5501'NORTH OF THE TWO FLOOD CONTROL STRUCTURES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0410 ***********************************************************************
 KO0410  DESIGNATION -  SCIPIO
 KO0410  PID         -  KO0410
 KO0410  STATE/COUNTY-  UT/MILLARD
 KO0410  COUNTRY     -  US
 KO0410  USGS QUAD   -  FOOL CREEK PEAK (2017)
 KO0410
 KO0410                         *CURRENT SURVEY CONTROL
 KO0410  ______________________________________________________________________
 KO0410* NAD 83(1994) POSITION- 39 23 33.43837(N) 112 12 25.83394(W)   ADJUSTED
 KO0410* NAVD 88 ORTHO HEIGHT -  2961.7   (meters)     9717.    (feet) VERTCON3
 KO0410  ______________________________________________________________________
 KO0410  GEOID HEIGHT    -        -18.018 (meters)                     GEOID18
 KO0410  LAPLACE CORR    -          3.61  (seconds)                    DEFLEC18
 KO0410  HORZ ORDER      -  THIRD
 KO0410
 KO0410.The horizontal coordinates were established by classical geodetic methods
 KO0410.and adjusted by the National Geodetic Survey in November 1997.
 KO0410
 KO0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0410
 KO0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0410.GEOID18 height accuracy estimate available here.
 KO0410
 KO0410.Click photographs - Photos may exist for this station.
 KO0410
 KO0410.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0410
 KO0410. The following values were computed from the NAD 83(1994) position.
 KO0410
 KO0410;                    North         East     Units Scale Factor Converg.
 KO0410;SPC UT C     - 2,117,841.987   439,084.873   MT  0.99992844   -0 27 10.8
 KO0410;SPC UT C     - 6,948,286.59  1,440,564.29   sFT  0.99992844   -0 27 10.8
 KO0410;UTM  12      - 4,361,042.757   396,047.153   MT  0.99973305   -0 45 58.2
 KO0410
 KO0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0410!SPC UT C     -   0.99953838  x   0.99992844  =   0.99946686
 KO0410!UTM  12      -   0.99953838  x   0.99973305  =   0.99927156
 KO0410
 KO0410:                Primary Azimuth Mark                     Grid Az
 KO0410:SPC UT C     -  SCIPIO AZ MK 2                           261 19 32.8
 KO0410:UTM  12      -  SCIPIO AZ MK 2                           261 38 20.2
 KO0410
 KO0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ9604761042(NAD 83)
 KO0410
 KO0410|---------------------------------------------------------------------|
 KO0410| PID    Reference Object                     Distance      Geod. Az  |
 KO0410|                                                           dddmmss.s |
 KO0410| LO0874 DRAPER                                             0155714.7 |
 KO0410| LO0870 LONE PEAK NEEDLE                                   0165214.9 |
 KO0410| LO0772 SPRINGVILLE PEAK MONUMENT                          0301644.4 |
 KO0410| KO0403 MILLS UP RR WATER TANK              APPROX.17.9 KM 0543939.2 |
 KO0410| KO0405 YUBA DAM GATEHOUSE S                APPROX.15.1 KM 0984954.5 |
 KO0410| JN0378 MOUNT TERRILL                       APPROX.89.8 KM 1470747.5 |
 KO0410| KO0408 SOUTH SCIPIO CAIRN                  APPROX.10.9 KM 1753121.9 |
 KO0410| CM5961 SCIPIO AZ MK                                       2225806.8 |
 KO0410| JO0545 FRISCO MOUNT TREE                                  2242305.4 |
 KO0410| CM5963 SCIPIO RM 1                           4.879 METERS 22828     |
 KO0410| JO0582 INDIAN PEAK                                        2294440.3 |
 KO0410| KO0454 SAWTOOTH MOUNTAIN=KNOTCH PEAK                      2552617.1 |
 KO0410| CM5962 SCIPIO AZ MK 2                                     2605222.0 |
 KO0410| KP0313 MOUNT MORIAH CAIRN                                 2661255.7 |
 KO0410| KO0455 ANTELOPE MOUNTAIN=SWASEY PEAK       APPROX.95.5 KM 2700323.1 |
 KO0410| LP0555 GRANITE PEAK                                       3121135.1 |
 KO0410| CM5964 SCIPIO RM 2                           4.825 METERS 33950     |
 KO0410|---------------------------------------------------------------------|
 KO0410
 KO0410                          SUPERSEDED SURVEY CONTROL
 KO0410
 KO0410  NAD 83(1986)-  39 23 33.42826(N)    112 12 25.82769(W) AD(       ) 3
 KO0410  NAD 27      -  39 23 33.58117(N)    112 12 23.04627(W) AD(       ) 3
 KO0410  USCA        -  39 23 28.17700(N)    112 12 28.86900(W) AD(       ) 3
 KO0410  USSD        -  39 23 34.37200(N)    112 12 23.78000(W) AD(       ) 3
 KO0410  NGVD 29 (07/19/86) 2960.3    (m)         9712.     (f) VERT ANG       
 KO0410
 KO0410.Superseded values are not recommended for survey control.
 KO0410
 KO0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0410.See file dsdata.pdf to determine how the superseded data were derived.
 KO0410
 KO0410_MARKER: B = BOLT
 KO0410_SETTING: 66 = SET IN ROCK OUTCROP
 KO0410
 KO0410  HISTORY     - Date     Condition        Report By
 KO0410  HISTORY     - 1884     MONUMENTED       CGS
 KO0410  HISTORY     - 1919     GOOD             CGS
 KO0410  HISTORY     - 1938     GOOD             CGS
 KO0410  HISTORY     - 1947     GOOD             CGS
 KO0410  HISTORY     - 1965     GOOD             CGS
 KO0410
 KO0410                          STATION DESCRIPTION
 KO0410
 KO0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 KO0410'ON THE HIGHEST PEAK OF CANON MOUNTAINS, EAST OF THE TOWN OF OAK
 KO0410'CITY, AND NORTHWEST OF THE TOWN OF SCIPIO.  THE STATION IS ON
 KO0410'THE HIGHEST PART OF THE SUMMIT, ABOUT 10 OR 12 FEET FROM THE EDGE
 KO0410'OF THE ABRUPT SLOPE ON THE EASTERN AND NORTHEASTERN SIDE OF
 KO0410'THE PEAK.  IT IS BEST REACHED FROM LEAMINGTON BY FOOLS CREEK
 KO0410'CANYON.  STATION IS MARKED BY A COPPER BOLT SET IN A DRILL HOLE
 KO0410'IN SOLID ROCK.  IT IS ALSO MARKED, ABOUT 15 INCHES ABOVE THE
 KO0410'BOLT, BY A DRILL HOLE IN A FLAT STONE EMBEDDED IN THE TOP OF A
 KO0410'LOW MASONRY PIER USED FOR MOUNTING THE INSTRUMENT.  FOUR
 KO0410'REFERENCE MARKS, EACH A DRILL HOLE IN SOLID ROCK, ARE AT THE
 KO0410'FOLLOWING DISTANCES AND AZIMUTHS FROM THE STATION--2.74
 KO0410'METERS (9.0 FEET), N 02 DEG 05 MIN W.  2.77 METERS (9.1) FT.), S17 DEG
 KO0410'05 MIN E.  2.94 METERS (9.6 FEET), S 41 DEG 33 MIN W.  AND 2.47
 KO0410'METERS (8.1 FEET) N 53 DEG 09 MIN W.
 KO0410
 KO0410                          STATION RECOVERY (1938)
 KO0410
 KO0410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KO0410'STATION IS ON THE MOST N AND ONE OF THE HIGHEST PEAKS OF THE
 KO0410'CANYON MOUNTAINS KNOWN AS FOOL CREEK PEAK, ON THE LANDS OF THE
 KO0410'FISHLAKE NATIONAL FOREST.  THE PEAK SLOPES TO THE W AND HAS HIGH
 KO0410'CLIFFS TO THE E.  IT IS ABOUT 12 MILES NNW OF THE TOWN OF SCIPIO
 KO0410'AND ABOUT 10 MILES SSW OF THE TOWN OF LEAMINGTON.
 KO0410'
 KO0410'STATION MARK IS A 1/2 INCH COPPER BOLT WITH A CROSS MARK ON THE
 KO0410'HEAD, SET IN A DRILL HOLE IN BEDROCK, AND PROJECTS ABOUT 2 INCHES
 KO0410'ABOVE THE ROCK SURFACE.  THE MARK IS SET ON THE HIGHEST POINT OF
 KO0410'THE MOUNTAIN.
 KO0410'
 KO0410'REFERENCE MARK 1 IS SET IN A BOULDER ABOUT 2 FEET ABOVE THE
 KO0410'GROUND SURFACE AND ABOUT 5 FEET LOWER THAN THE STATION.
 KO0410'REFERENCE MARK 2 IS SET IN BEDROCK ABOUT 3 FEET LOWER THAN THE
 KO0410'STATION.  BOTH ARE STAMPED SCIPIO 1884 1938.
 KO0410'
 KO0410'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN LEDGE ROCK (ABOUT
 KO0410'2 BY 3 FEET, RECTANGULAR SHAPED) ABOUT 4 INCHES ABOVE THE
 KO0410'GROUND, AND ABOUT 52 FEET WSW OF A SMALL CAIRN, WHICH IS
 KO0410'ALONG THE W SIDE OF THE TRAIL THROUGH THE SADDLE PREVIOUSLY
 KO0410'MENTIONED.  IT IS ABOUT 1-1/2 MILES W OF THE STATION AND IS
 KO0410'STAMPED SCIPIO 1884 1938.
 KO0410'
 KO0410'THERE WERE FOUR DRILL HOLES FILLED WITH LEAD PLUGS.  THESE
 KO0410'WERE OBSERVED AND MEASURED, ALTHOUGH THESE MARKS WERE TOO
 KO0410'CLOSE FOR ACCURATE ANGULAR MEASURE.  THESE MARKS ALSO SHOWED
 KO0410'SIGNS OF HAVING BEEN POUNDED, PROBABLY BY ROCKS.  THE STATION
 KO0410'AND LEAD PLUGS WERE FOUND TO BE IN GOOD SHAPE OTHERWISE, AND
 KO0410'IT IS PROBABLY THAT NO MOVEMENT OF THE STATION WITH RESPECT TO
 KO0410'THE MARKS HAS OCCURRED.
 KO0410'
 KO0410'THE STATION MAY BE REACHED FROM EITHER LEAMINGTON OR OAK CITY.
 KO0410'IT IS BEST REACHED FROM OAK CITY AS FOLLOWS--FROM THE MORMON
 KO0410'CHAPEL AND THE SE CORNER OF THE SCHOOL GROUNDS, GO E, THEN S,
 KO0410'THEN E AGAIN ON THE OAK CREEK CANYON ROAD 4.0 MILES TO A SIDE
 KO0410'ROAD TO RADFORD RANGER STATION (U.S. FOREST SERVICE).  THENCE
 KO0410'CONTINUE STRAIGHT AHEAD (E) UP CANYON 1.75 MILES TO A SIGN
 KO0410'FOOL CREEK CANYON 3 MI. (ABOUT 50 YARDS AFTER PASSING A
 KO0410'SIGN DRY CREEK CANYON 3 MI. ON THE S SIDE OF THE ROAD).  TURN
 KO0410'LEFT (N) OFF MAIN ROAD ACROSS THE CREEK AND GO IN A N
 KO0410'DIRECTION UP A BROAD SAGE-FILLED VALLEY (KNOWN AS NORTH WALKER
 KO0410'CANYON), PASSING A CIRCULAR POLE CORRAL AT 0.15 MILE FROM
 KO0410'THE MAIN ROAD.  FOLLOW THIS TRACK ROAD 1.2 MILES FROM THE MAIN
 KO0410'ROAD TO A FORK OF THE CREEK, BEAR OFF RIGHT (NE), CONTINUE
 KO0410'0.25 MILE ALONG THE RIGHT FORK OF THE CREEK TO AN OLD CAMP
 KO0410'SITE IN A GROVE OF ASPEN TREES AND THE END OF TRUCK
 KO0410'TRAVEL.  THE ROAD UP NORTH WALKER CANYON CROSSES THE CREEK
 KO0410'BED SEVERAL TIMES AND INQUIRY SHOULD BE MADE AT THE RANGER
 KO0410'STATION AS TO ITS FITNESS FOR TRUCK TRAVEL.  FROM THE END
 KO0410'OF TRUCK TRAVEL PACK IN A NE DIRECTION UP A CANYON (THE
 KO0410'MIDDLE ONE OF THREE), PASSING BETWEEN A SMALL PEAK ON
 KO0410'THE LEFT (W) AND CLIFFS (ABOUT 400 FEET HIGH) ON THE
 KO0410'RIGHT (E).  BEAR TO THE W SIDE OF THE CANYON TO A GOOD TRAIL,
 KO0410'FOLLOW THIS TRAIL ABOUT 1 MILE UP THE CANYON TO A JUNCTION
 KO0410'OF TRAILS.  FROM THIS POINT THE STATION BEARS 63-1/2 DEG
 KO0410'MAGNETIC.  TAKE THE RIGHT FORK OF THE TRAILS (E) UP A CANYON
 KO0410'(THE LEFT FORK GOES OVER A SADDLE INTO FOOL CREEK CANYON
 KO0410'AND THE AZIMUTH MARK IS 55 FEET WSW OF THIS LEFT FORK TRAIL
 KO0410'IN THE SADDLE).  THENCE UP SWITCH-BACKS TO THE TOP OF A
 KO0410'RIDGE IN ANOTHER SADDLE.  FROM THIS POINT THE STATION BEARS
 KO0410'78 DEG MAGNETIC.  GO E ALONG A TRAIL ON THE RIDGE CREST ABOUT
 KO0410'1 MILE TO THE TOP OF THE MOUNTAIN AND THE STATION.  THIS IS
 KO0410'THE BEST WAY IN WHICH TO GET HORSES TO THE STATION, AND IS
 KO0410'ABOUT A 2-1/2-HOUR BACK PACK.
 KO0410
 KO0410                          STATION RECOVERY (1947)
 KO0410
 KO0410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KO0410'THE STATION AND ALL REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 KO0410'AS DESCRIBED WITH THE EXCEPTION OF DIFFERENCE IN DIRECTION
 KO0410'TO ALL REFERENCE MARKS.  A BRONZE DISK WAS ESTABLISHED FOR
 KO0410'STATION INSTEAD OF COPPER BOLT PREVIOUSLY USED.  THE AZIMUTH MARK
 KO0410'WAS NOT OBSERVED IN 1947.
 KO0410'
 KO0410'THE STATION IS LOCATED ON THE HIGHEST PEAK OF CANNON MOUNTAINS,
 KO0410'LOCALLY KNOWN AS FOOL CREEK PEAK, ON LANDS OF FISHLAKE NATIONAL
 KO0410'FOREST.  THE PEAK SLOPES TO WEST BUT HAS HIGH CLIFFS TO
 KO0410'EAST.  IT IS ABOUT 12 MILES NORTH-NORTHWEST OF THE TOWN OF
 KO0410'SCIPIO, ABOUT 10 MILES SOUTH-SOUTHWEST OF THE TOWN OF LEAMINGTON,
 KO0410'ON THE HIGHEST POINT, 8 FEET WEST OF SHEER CLIFF, A BRONZE
 KO0410'DISK,  FLUSH AND IS STAMPED SCIPIO 1884.
 KO0410'
 KO0410'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN THE
 KO0410'STATION, 24 FEET WEST OF VERTICAL CLIFF, A BRONZE DISK,
 KO0410'PROJECTS 18 INCHES AND IS STAMPED SCIPIO NO 1 1884-1938.
 KO0410'
 KO0410'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 KO0410'THE STATION, 4 FEET WEST OF A VERTICAL CLIFF, A BRONZE DISK,
 KO0410'PROJECTS 4 INCHES AND IS STAMPED SCIPIO NO 2
 KO0410'1884 1938.
 KO0410'
 KO0410'THERE ARE FOUR REFERENCE MARKS, EACH A DRILL HOLE FILLED WITH
 KO0410'LEAD PLUGS.  THESE WERE OBSERVED AND MEASURED.  THESE MARKS
 KO0410'SHOWED SIGNS OF HAVING BEEN POUNDED PROBABLY BY ROCKS, ALTHOUGH
 KO0410'THESE MARKS WERE TOO CLOSE FOR ACCURATE ANGULAR MEASUREMENTS
 KO0410'THE DISTANCES CHECKED VERY CLOSE, THE 1947 DISTANCES AND
 KO0410'DIRECTIONS SHOWN BELOW.
 KO0410'
 KO0410'TO REACH FROM THE SOUTHEAST CORNER OF SCHOOL GROUNDS IN OAK
 KO0410'CITY.  GO EAST UP OAK CREEK CANYON ON A GOOD GRAVEL ROAD FOR
 KO0410'3.4 MILES TO A CATTLE GUARD CROSSING.  CONTINUE UP OAK CREEK FOR
 KO0410'1.9 MILES TO A CATTLE GUARD CROSSING.  CONTINUE STRAIGHT AHEAD
 KO0410'FOR 1.1 MILE TO A TRACK ROAD ON LEFT AT A POINT WHERE THE
 KO0410'DUG-WAY ROAD STARTS.  TURN LEFT ON TRACK ROAD AND CROSS CREEK
 KO0410'AND FOLLOW THIS TRACK ROAD UP VALLEY FOR 1.6 MILES TO A FEW
 KO0410'WHITE RAGS TIED ON TREES AND END OF TRUCK TRAVEL.  FROM THIS
 KO0410'POINT PACK IN A NORTHERLY DIRECTION UP A CANYON (MIDDLE ONE
 KO0410'OF THREE) PASSING BETWEEN A SMALL PEAK ON LEFT (W) AND CLIFFS
 KO0410'ABOUT 400 FEET HIGH ON RIGHT (E), ANGLE TO THE WEST SIDE
 KO0410'OF CANYON TO A GOOD TRAIL AND FOLLOW THIS TRAIL ABOUT 1.0
 KO0410'MILE UP CANYON TO A JUNCTION OF TRAILS.  THE LEFT FORK GOES
 KO0410'OVER A SADDLE INTO FOOL CREEK CANYON AND AZIMUTH MARK IS 55
 KO0410'FEET WEST-SOUTHWEST OF THIS LEFT FORK TRAIL IN SADDLE.  TO
 KO0410'REACH STATION TAKE THE RIGHT TRAIL AT THIS JUNCTION AND
 KO0410'CONTINUE EAST UP CANYON, THENCE UP SWITCHBACKS TO TOP OF
 KO0410'RIDGE IN ANOTHER SADDLE.  TURN RIGHT (E) ON A TRAIL ALONG
 KO0410'RIDGE CREST FOR ABOUT 1.0 MILE TO TOP OF MOUNTAIN AND
 KO0410'STATION SITE.  THIS IS GOOD WAY TO TAKE HORSES TO STATION,
 KO0410'OTHERWISE IT IS A 2-1/2 HOUR PACK ON FOOT.
 KO0410'
 KO0410'OBSERVATIONS MADE FROM A 1.5 METER TRIPOD.
 KO0410
 KO0410                          STATION RECOVERY (1965)
 KO0410
 KO0410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 KO0410'THE STATION MARK, REFERENCE MARKS, THE 4 LEAD PLUGS AND THE
 KO0410'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  A
 KO0410'COMPLETE DESCRIPTION FOLLOWS.
 KO0410'
 KO0410'THE STATION IS LOCATED ON THE HIGHEST PEAK OF THE CANYON
 KO0410'MOUNTAINS WHICH IS LOCALLY KNOWN AS FOOL CREEK PEAK.  IT IS
 KO0410'ABOUT 20-1/2 MILES AIRLINE WEST-SOUTHWEST OF DELTA, 13 MILES
 KO0410'SOUTHEAST OF LYNNDYL AND 7-1/2 MILES WESTSOUTHWEST OF OAK CITY.
 KO0410'
 KO0410'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 KO0410'132 AND 125 IN LEAMINGTON GO SOUTHWEST ALONG 125 FOR 6.4
 KO0410'MILES TO A RIGHT CURVE IN THE HIGHWAY AND A GRADED ROAD
 KO0410'CONTINUING SOUTHWEST.  BEAR LEFT ALONG THE GRADED ROAD FOR
 KO0410'2.15 MILES TO A SIDE ROAD RIGHT.  CONTINUE AHEAD FOR 1.0 MILE
 KO0410'TO A FORK AND SIGN, WIDE CANYON TRAIL, DOVE SPRINGS 2 AND WIDE
 KO0410'CANYON 3.  TURN RIGHT FOR 2.3 MILES TO A FORK.  TAKE THE
 KO0410'RIGHT FORK FOR 1.1 MILES TO A SMALL CAMP GROUND ON THE LEFT
 KO0410'ALONG FOOL CREEK.  A 4-WHEEL DRIVE CAN BE DRIVEN ABOUT 1 MILE
 KO0410'FURTHER UP THE CANYON.  THE OBSERVING UNIT VISITED THE
 KO0410'STATION USING HORSES AND STARTED FROM THIS POINT.  CONTINUE
 KO0410'UP THE CANYON ALONG A TRACK ROAD WHICH TURNS INTO A TRAIL FOR
 KO0410'ABOUT 1-1/2 MILES TO TO THE BASE OF A RIDGE.  FOLLOW TRAIL
 KO0410'TO THE TOP OF THE RIDGE AT A PROMINENT SADDLE.  THE AZIMUTH
 KO0410'MARK IS ABOUT 100 FEET WEST OF THIS POINT.  TURN LEFT AND
 KO0410'FOLLOW THE TRAIL EAST FOR ABOUT 1-1/2 MILES TO THE HIGHEST
 KO0410'POINT AND THE STATION.
 KO0410'
 KO0410'THE STATION MARK IS A STANDARD DISK STAMPED SCIPIO 1884.  IT
 KO0410'IS SET IN A DRILL HOLE IN BEDROCK ON THE HIGHEST PART OF THE
 KO0410'MOUNTAIN.
 KO0410'
 KO0410'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SCIPIO 1884 1938
 KO0410'NO 1.  IT IS SET IN A DRILL HOLE IN BEDROCK WHICH IS ABOUT 3
 KO0410'FEET LOWER THAN THE STATION.
 KO0410'
 KO0410'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SCIPIO 1884 1938
 KO0410'NO 2, IT IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH
 KO0410'IS ABOUT THE SAME ELEVATION AS THE STATION.
 KO0410'
 KO0410'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SCIPIO 1884 1938.
 KO0410'IT IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH IS
 KO0410'IN THE FIRST PROMINENT SADDLE WEST OF THE STATION.
 KO0410'
 KO0410'THE 4 LEAD PLUGS ARE DRIVEN INTO DRILL HOLES NW, N, E AND SW OF
 KO0410'THE STATION.  THEY ARE NOT STAMPED AND HAVE NO CENTER MARKED.
 KO0410'THEY ARE SET TO CLOSE TO THE STATION TO FOCUS AN INSTRUMENT ON.
 KO0410'
 KO0410'HEIGHT OF LIGHT ABOVE STATION MARK 5.3 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5839 ***********************************************************************
 AI5839  CBN         -  This is a Cooperative Base Network Control Station.
 AI5839  DESIGNATION -  SCOFIELD CEMETERY
 AI5839  PID         -  AI5839
 AI5839  STATE/COUNTY-  UT/CARBON
 AI5839  COUNTRY     -  US
 AI5839  USGS QUAD   -  SCOFIELD (2017)
 AI5839
 AI5839                         *CURRENT SURVEY CONTROL
 AI5839  ______________________________________________________________________
 AI5839* NAD 83(2011) POSITION- 39 43 34.23910(N) 111 09 28.10219(W)   ADJUSTED
 AI5839* NAD 83(2011) ELLIP HT-  2343.403 (meters)        (06/27/12)   ADJUSTED
 AI5839* NAD 83(2011) EPOCH   -  2010.00
 AI5839* NAVD 88 ORTHO HEIGHT -  2359.4   (meters)     7741.    (feet) GPS OBS
 AI5839  ______________________________________________________________________
 AI5839  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5839  GEOID HEIGHT    -        -15.945 (meters)                     GEOID09
 AI5839  GEOID HEIGHT    -        -15.925 (meters)                     GEOID18
 AI5839  NAD 83(2011) X  - -1,773,647.671 (meters)                     COMP
 AI5839  NAD 83(2011) Y  - -4,582,743.674 (meters)                     COMP
 AI5839  NAD 83(2011) Z  -  4,056,146.584 (meters)                     COMP
 AI5839  LAPLACE CORR    -          3.76  (seconds)                    DEFLEC18
 AI5839
 AI5839  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5839  Standards:
 AI5839         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5839            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5839  -------------------------------------------------------------------
 AI5839  NETWORK    0.60   1.37           0.26   0.23   0.70     -0.16219307
 AI5839  -------------------------------------------------------------------
 AI5839  Click here for local accuracies and other accuracy information.
 AI5839
 AI5839.The horizontal coordinates were established by GPS observations
 AI5839.and adjusted by the National Geodetic Survey in June 2012.
 AI5839
 AI5839.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5839.been affixed to the stable North American tectonic plate. See 
 AI5839.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5839
 AI5839.The horizontal coordinates are valid at the epoch date displayed above
 AI5839.which is a decimal equivalence of Year/Month/Day.
 AI5839
 AI5839.The orthometric height was determined by GPS observations and a
 AI5839.high-resolution geoid model.
 AI5839
 AI5839.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5839.GEOID18 height accuracy estimate available here.
 AI5839
 AI5839.Click photographs - Photos may exist for this station.
 AI5839
 AI5839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5839
 AI5839.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5839
 AI5839.The ellipsoidal height was determined by GPS observations
 AI5839.and is referenced to NAD 83.
 AI5839
 AI5839. The following values were computed from the NAD 83(2011) position.
 AI5839
 AI5839;                    North         East     Units Scale Factor Converg.
 AI5839;SPC UT C     - 2,154,687.443   529,334.648   MT  0.99990062   +0 13 09.1
 AI5839;SPC UT C     - 7,069,170.39  1,736,658.76   sFT  0.99990062   +0 13 09.1
 AI5839;UTM  12      - 4,397,378.225   486,476.060   MT  0.99960225   -0 06 03.1
 AI5839
 AI5839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5839!SPC UT C     -   0.99963249  x   0.99990062  =   0.99953315
 AI5839!UTM  12      -   0.99963249  x   0.99960225  =   0.99923489
 AI5839
 AI5839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ8647697378(NAD 83)
 AI5839
 AI5839                          SUPERSEDED SURVEY CONTROL
 AI5839
 AI5839  NAD 83(2007)-  39 43 34.23873(N)    111 09 28.10292(W) AD(2002.00) 0
 AI5839  ELLIP H (02/10/07) 2343.416  (m)                       GP(2002.00)    
 AI5839  NAD 83(1994)-  39 43 34.23829(N)    111 09 28.10241(W) AD(       ) A
 AI5839  ELLIP H (06/28/00) 2343.434  (m)                       GP(       ) 4 1
 AI5839  NAVD 88 (06/28/00) 2359.2    (m)  GEOID99  model used  GPS OBS        
 AI5839
 AI5839.Superseded values are not recommended for survey control.
 AI5839
 AI5839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5839.See file dsdata.pdf to determine how the superseded data were derived.
 AI5839
 AI5839_MARKER: DD = SURVEY DISK
 AI5839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5839_STAMPING: SCOFIELD CEMETERY 1999
 AI5839_MARK LOGO: UT-007
 AI5839_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5839+STABILITY: SURFACE MOTION
 AI5839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5839+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2009
 AI5839
 AI5839  HISTORY     - Date     Condition        Report By
 AI5839  HISTORY     - 1999     MONUMENTED       UT-007
 AI5839  HISTORY     - 20090605 GOOD             UT-007
 AI5839
 AI5839                          STATION DESCRIPTION
 AI5839
 AI5839'DESCRIBED BY CARBON COUNTY UTAH 1999 (EH)
 AI5839'THE STATION IS LOCATED ABOUT 33.0 KM (20.50 MI) WEST-NORTHWEST OF
 AI5839'PRICE, 26.15 KM (16.25 MI) EAST-NORTHEAST OF FAIRVIEW, ON THE EAST
 AI5839'SIDE OF SCOFIELD AND IN THE WEST SIDE OF THE SCOFIELD CEMETERY.
 AI5839'OWNERSHIP-- CITY OF SCOFIELD.  TO REACH THE STATION FROM THE RAILROAD
 AI5839'CROSSING OF STATE HIGHWAY 96 IN SCOFIELD, GO EAST ON HIGHWAY 96 FOR
 AI5839'106.7 M (350.1 FT) TO A SIDE STREET RIGHT.  TURN RIGHT AND GO SOUTH ON
 AI5839'MERIDIAN STREET FOR 0.40 KM (0.25 MI) TO A SIDE ROAD LEFT.  TURN LEFT
 AI5839'AND GO NORTHEAST FOR 0.2 KM (0.10 MI) TO THE SCOFIELD CEMETERY AND THE
 AI5839'STATION ON THE RIGHT ON A SMALL HILL.  THE STATION IS A DISK SET IN
 AI5839'TOP OF A 1.8 M (5.9 FT) DEEP CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AI5839'GROUND.  IT IS 17.1 M (56.1 FT) SOUTHWEST OF THE NORTH END OF A ROD
 AI5839'IRON FENCE, 6.7 M (22.0 FT) NORTHWEST OF THE NORTH GATE POST OF THE
 AI5839'MIDDLE CEMETERY ENTRANCE, 4.6 M (15.1 FT) EAST OF THE ROAD AND 2.1 M
 AI5839'(6.9 FT) WEST OF THE ROD IRON FENCE.
 AI5839
 AI5839                          STATION RECOVERY (2009)
 AI5839
 AI5839'RECOVERY NOTE BY CARBON COUNTY UTAH 2009 (BG)
 AI5839'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0688 ***********************************************************************
 HN0688  DESIGNATION -  SCORPION
 HN0688  PID         -  HN0688
 HN0688  STATE/COUNTY-  UT/KANE
 HN0688  COUNTRY     -  US
 HN0688  USGS QUAD   -  SCORPION GULCH (2017)
 HN0688
 HN0688                         *CURRENT SURVEY CONTROL
 HN0688  ______________________________________________________________________
 HN0688* NAD 83(1994) POSITION- 37 30 09.22456(N) 111 07 09.33563(W)   ADJUSTED
 HN0688* NAVD 88 ORTHO HEIGHT -  1664.6   (meters)     5461.    (feet) VERTCON3
 HN0688  ______________________________________________________________________
 HN0688  GEOID HEIGHT    -        -21.882 (meters)                     GEOID18
 HN0688  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 HN0688  HORZ ORDER      -  SECOND
 HN0688
 HN0688.The horizontal coordinates were established by classical geodetic methods
 HN0688.and adjusted by the National Geodetic Survey in November 1997.
 HN0688
 HN0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0688
 HN0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0688.GEOID18 height accuracy estimate available here.
 HN0688
 HN0688.Click photographs - Photos may exist for this station.
 HN0688
 HN0688.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0688
 HN0688. The following values were computed from the NAD 83(1994) position.
 HN0688
 HN0688;                    North         East     Units Scale Factor Converg.
 HN0688;SPC UT S     - 3,092,838.753   533,664.634   MT  0.99996330   +0 13 59.8
 HN0688;SPC UT S     -10,147,088.48  1,750,864.72   sFT  0.99996330   +0 13 59.8
 HN0688;UTM  12      - 4,150,632.298   489,458.967   MT  0.99960137   -0 04 21.4
 HN0688
 HN0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0688!SPC UT S     -   0.99974229  x   0.99996330  =   0.99970560
 HN0688!UTM  12      -   0.99974229  x   0.99960137  =   0.99934376
 HN0688
 HN0688:                Primary Azimuth Mark                     Grid Az
 HN0688:SPC UT S     -  SCORPION AZ MK                           212 15 51.3
 HN0688:UTM  12      -  SCORPION AZ MK                           212 34 12.5
 HN0688
 HN0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG8945850632(NAD 83)
 HN0688
 HN0688|---------------------------------------------------------------------|
 HN0688| PID    Reference Object                     Distance      Geod. Az  |
 HN0688|                                                           dddmmss.s |
 HN0688| CH3307 SCORPION RM 1                        18.281 METERS 01335     |
 HN0688| CH3308 SCORPION RM 2                        13.194 METERS 08528     |
 HN0688| CH3306 SCORPION AZ MK                                     2122951.1 |
 HN0688|---------------------------------------------------------------------|
 HN0688
 HN0688                          SUPERSEDED SURVEY CONTROL
 HN0688
 HN0688  NAD 83(1986)-  37 30 09.21985(N)    111 07 09.33528(W) AD(       ) 2
 HN0688  NAD 27      -  37 30 09.25748(N)    111 07 06.76465(W) AD(       ) 2
 HN0688  NGVD 29 (07/19/86) 1663.5    (m)         5458.     (f) VERT ANG       
 HN0688
 HN0688.Superseded values are not recommended for survey control.
 HN0688
 HN0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0688.See file dsdata.pdf to determine how the superseded data were derived.
 HN0688
 HN0688_MARKER: DS = TRIANGULATION STATION DISK
 HN0688_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0688_STAMPING: SCORPION 1963
 HN0688_MARK LOGO: CGS
 HN0688_PROJECTION: PROJECTING 25 CENTIMETERS
 HN0688_MAGNETIC: P = MARKER IS A STEEL PIPE
 HN0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0688
 HN0688  HISTORY     - Date     Condition        Report By
 HN0688  HISTORY     - 1963     MONUMENTED       CGS
 HN0688
 HN0688                          STATION DESCRIPTION
 HN0688
 HN0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0688'THE STATION IS ABOUT 29-1/2 MILES SOUTHEAST OF ESCALANTE UTAH,
 HN0688'23 MILES NORTH-NORTHWEST OF THE AIRSTRIP AT HOLE-IN-THE-ROCK
 HN0688'AND ABOUT 7-1/2 MILES NORTHEAST OF THE GRADED ROAD LEADING
 HN0688'FROM ESCALANTE TO HOLE-IN-THE-ROCK.  IT IS ON THE HIGHEST
 HN0688'POINT AND NEAR THE NORTHWEST END OF A SMALL BUTTE THAT APPEARS
 HN0688'FROM A DISTANCE TO BE A SANDSTONE OUTCROP.
 HN0688'
 HN0688'TO REACH BY HELICOPTER FROM THE AIRSTRIP AT HOLE-IN-THE-ROCK,
 HN0688'FLY NORTHWEST ON A TRUE COURSE OF 330 DEGREES FOR ABOUT 23
 HN0688'MILES TO A LANDING ABOUT 25 YARDS EAST OF THE STATION.
 HN0688'
 HN0688'THE STATION MARK, STAMPED SCORPION 1963, IS A STANDARD DISK
 HN0688'WELDED TO THE TOP OF A 2 INCH GALVANIZED PIPE WHICH IS SET
 HN0688'IN CEMENT.  MARK PROJECTS 10 INCHES AND IS 30 FEET NORTHEAST
 HN0688'OF THE SOUTHWEST EDGE OF THE BUTTE, 21 FEET SOUTH-SOUTHEAST
 HN0688'OF A 3 INCH IRON PIPE AND 10-1/2 FEET EAST-NORTHEAST OF A
 HN0688'CAIRN.  THE UNDERGROUND MARK, STAMPED SCORPION 1963, IS A
 HN0688'STANDARD DISK SET IN CEMENT ABOUT 24 INCHES BELOW GROUND
 HN0688'SURFACE.
 HN0688'
 HN0688'REFERENCE POINT 1, STAMPED USGS BM, IS A BRONZE DISK ABOUT
 HN0688'1 INCH IN DIAMETER.  IT IS NAILED TO A SCRUB CEDAR TREE WHICH
 HN0688'IS ABOUT 21 FEET NORTHWEST OF THE STATION.
 HN0688'
 HN0688'REFERENCE MARK 1, STAMPED SCORPION NO 1 1963, IS A STANDARD
 HN0688'DISK CEMENTED IN A DRILL HOLE IN A BOULDER, ON THE NORTH EDGE
 HN0688'OF THE BUTTE, 69-1/2 FEET NORTHEAST OF THE CAIRN, 45 FEET
 HN0688'NORTHEAST OF THE 3 INCH IRON PIPE AND ABOUT 3 FEET LOWER THAN
 HN0688'STATION.
 HN0688'
 HN0688'REFERENCE POINT 2, STAMPED USGS BM, IS A BRONZE DISK ABOUT
 HN0688'1 INCH IN DIAMETER.  IT IS NAILED TO A SCRUB CEDAR TREE
 HN0688'WHICH IS ABOUT 21 FEET NORTHEAST OF THE STATION.
 HN0688'
 HN0688'REFERENCE MARK 2, STAMPED SCORPION NO 2, IS A STANDARD DISK
 HN0688'WELDED TO THE TOP OF A 2 INCH GALVANIZED PIPE WHICH IS SET
 HN0688'IN CEMENT, MARK PROJECTS 5 INCHES AND IS ABOUT 60 FEET SOUTH
 HN0688'OF THE NORTH EDGE OF THE BUTTE, 57-1/2 FEET EAST OF THE CAIRN
 HN0688'AND 54-1/2 FEET SOUTH OF THE 3 INCH IRON PIPE.
 HN0688'
 HN0688'THE AZIMUTH MARK, STAMPED SCORPION 1963, IS A STANDARD DISK
 HN0688'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS NEAR
 HN0688'THE SOUTHWEST END OF THE BUTTE, ABOUT 29 FEET EAST OF THE WEST
 HN0688'EDGE OF THE BUTTE AND 2-1/2 FEET SOUTHEAST OF A CAIRN.  THIS
 HN0688'IS ABOUT A 5 MINUTE PACK SOUTHWEST FROM THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0632 ***********************************************************************
 HO0632  DESIGNATION -  SCRUB
 HO0632  PID         -  HO0632
 HO0632  STATE/COUNTY-  UT/WASHINGTON
 HO0632  COUNTRY     -  US
 HO0632  USGS QUAD   -  JARVIS PEAK (2017)
 HO0632
 HO0632                         *CURRENT SURVEY CONTROL
 HO0632  ______________________________________________________________________
 HO0632* NAD 83(1994) POSITION- 37 03 11.64861(N) 113 49 22.89959(W)   ADJUSTED
 HO0632* NAVD 88 ORTHO HEIGHT -  2070.4   (meters)     6793.    (feet) VERTCON3
 HO0632  ______________________________________________________________________
 HO0632  GEOID HEIGHT    -        -24.658 (meters)                     GEOID18
 HO0632  LAPLACE CORR    -          8.61  (seconds)                    DEFLEC18
 HO0632  HORZ ORDER      -  SECOND
 HO0632
 HO0632.The horizontal coordinates were established by classical geodetic methods
 HO0632.and adjusted by the National Geodetic Survey in November 1997.
 HO0632
 HO0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0632
 HO0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0632.GEOID18 height accuracy estimate available here.
 HO0632
 HO0632.Click photographs - Photos may exist for this station.
 HO0632
 HO0632.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0632
 HO0632. The following values were computed from the NAD 83(1994) position.
 HO0632
 HO0632;                    North         East     Units Scale Factor Converg.
 HO0632;SPC UT S     - 3,045,469.470   293,382.301   MT  1.00003204   -1 25 23.8
 HO0632;SPC UT S     - 9,991,677.75    962,538.43   sFT  1.00003204   -1 25 23.8
 HO0632;UTM  12      - 4,104,506.180   248,965.259   MT  1.00037639   -1 42 06.9
 HO0632
 HO0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0632!SPC UT S     -   0.99967907  x   1.00003204  =   0.99971110
 HO0632!UTM  12      -   0.99967907  x   1.00037639  =   1.00005534
 HO0632
 HO0632:                Primary Azimuth Mark                     Grid Az
 HO0632:SPC UT S     -  SCRUB AZ MK                              158 31 28.5
 HO0632:UTM  12      -  SCRUB AZ MK                              158 48 11.6
 HO0632
 HO0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG4896504506(NAD 83)
 HO0632
 HO0632|---------------------------------------------------------------------|
 HO0632| PID    Reference Object                     Distance      Geod. Az  |
 HO0632|                                                           dddmmss.s |
 HO0632| CH3314 SCRUB RM 1                            5.813 METERS 10856     |
 HO0632| CH3313 SCRUB AZ MK                                        1570604.7 |
 HO0632| HP0315 LOS ANGELES SALT LK AWY BN 34       APPROX.26.1 KM 2772700.1 |
 HO0632| CH3315 SCRUB RM 2                            4.523 METERS 34524     |
 HO0632|---------------------------------------------------------------------|
 HO0632
 HO0632                          SUPERSEDED SURVEY CONTROL
 HO0632
 HO0632  NAD 83(1992)-  37 03 11.64742(N)    113 49 22.89968(W) AD(       ) 2
 HO0632  NAD 83(1986)-  37 03 11.64525(N)    113 49 22.89858(W) AD(       ) 2
 HO0632  NAD 27      -  37 03 11.73500(N)    113 49 20.02400(W) AD(       ) 2
 HO0632  NGVD 29 (07/19/86) 2069.5    (m)         6790.     (f) VERT ANG       
 HO0632
 HO0632.Superseded values are not recommended for survey control.
 HO0632
 HO0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0632.See file dsdata.pdf to determine how the superseded data were derived.
 HO0632
 HO0632_MARKER: DS = TRIANGULATION STATION DISK
 HO0632_SETTING: 66 = SET IN ROCK OUTCROP
 HO0632_STAMPING: SCRUBB 1953
 HO0632_MARK LOGO: CGS
 HO0632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0632+STABILITY: POSITION/ELEVATION WELL
 HO0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0632+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2018
 HO0632
 HO0632  HISTORY     - Date     Condition        Report By
 HO0632  HISTORY     - 1953     MONUMENTED       CGS
 HO0632  HISTORY     - 20181023 GOOD             INDIV
 HO0632
 HO0632                          STATION DESCRIPTION
 HO0632
 HO0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 HO0632'THE STATION IS LOCATED 14 MILES AIR LINE WEST-SOUTHWEST OF
 HO0632'ST. GEORGE, UTAH, 12 MILES AIR LINE NORTH OF LITTLEFIELD,
 HO0632'ARIZONA, AND 2-1/2 MILES NORTH OF THE ARIZONA-UTAH STATE LINE.
 HO0632'IT IS ON THE HIGHEST POINT OF A TREE COVERED MOUNTAIN.
 HO0632'
 HO0632'TO REACH FROM THE POST OFFICE IN SANTA CLARA, GO SOUTH FOR 1
 HO0632'BLOCK TO U.S. HIGHWAY 91.  TURN RIGHT AND FOLLOW THE HIGHWAY
 HO0632'WESTERLY FOR 9.9 MILES TO A DIRT ROAD LEFT.  TURN LEFT, CROSS
 HO0632'THE CATTLE GUARD AND FOLLOW THE DIRT ROAD FOR 3.3 MILES TO
 HO0632'A CATTLE GUARD.  CROSS THE CATTLE GUARD AND CONTINUE ON THE
 HO0632'ROAD FOR 4.6 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 0.3
 HO0632'MILE TO A FORK.  TAKE THE LEFT FORK AND GO 0.2 MILE TO A
 HO0632'CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 1.4 MILES TO A GATE.
 HO0632'PASS THROUGH THE GATE AND GO 0.7 MILE TO A FORK.  TAKE THE
 HO0632'RIGHT FORK AND GO 1.1 MILES TO A SADDLE AND A TRIANGLE BLAZED
 HO0632'TREE ON THE LEFT.  THIS IS THE END OF TRUCK TRAVEL.  PACK
 HO0632'NORTHWEST UP THE RIDGE FOR ABOUT 1-1/4 MILES TO THE TOP OF A
 HO0632'ROCK BLUFF.  PACK NORTH ALONG THE RIDGE TO A RIDGE RUNNING
 HO0632'WEST.  TURN LEFT AND FOLLOW THE RIDGE WEST TO THE SUMMIT AND
 HO0632'A NORTH-SOUTH RIDGE.  PACK NORTH ALONG THE RIDGE TO THE SUMMIT
 HO0632'OF A POINT AND THE AZIMUTH MARK.  CONTINUE NORTHERLY ALONG
 HO0632'THE RIDGE TO THE HIGHEST POINT AND THE STATION.  A 2-1/2 HOUR
 HO0632'PACK.
 HO0632'
 HO0632'THE STATION MARK, A STANDARD DISK STAMPED SCRUB 1953, IS SET
 HO0632'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 HO0632'THE GROUND.
 HO0632'
 HO0632'REFERENCE MARK 1, A STANDARD DISK STAMPED SCRUB NO 1 1953, IS
 HO0632'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 4
 HO0632'INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN THE
 HO0632'STATION.
 HO0632'
 HO0632'REFERENCE MARK 2, A STANDARD DISK STAMPED SCRUB NO 2 1953,
 HO0632'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 HO0632'16 INCHES ABOVE THE GROUND.  IT IS ABOUT 2 FEET LOWER THAN
 HO0632'THE STATION.
 HO0632'
 HO0632'THE AZIMUTH MARK, A STANDARD DISK STAMPED SCRUB 1953, IS SET
 HO0632'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 HO0632'THE GROUND.  IT IS LOCATED 10 FEET NORTH OF AND 1 FOOT LOWER
 HO0632'THAN THE HIGHEST POINT OF THE FIRST POINT SOUTH OF THE STATION.
 HO0632'IT IS 2 FEET NORTH OF A SMALL CAIRN.
 HO0632
 HO0632                          STATION RECOVERY (2018)
 HO0632
 HO0632'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (TWG)
 HO0632'STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND.
 HO0632'REFERENCE MARK 1 WAS NOT FOUND.
 HO0632'
 HO0632'TO REACH FROM THE INTERSECTION OF ARIZONA IH-15 EXIT 8 AND OLD HIGHWAY
 HO0632'91, TAKE OLD HIGHWAY 91 NORTH FOR 9.5 MI (15.3 KM).  THEN TURN RIGHT
 HO0632'ONTO BULLDOG ROAD AND GO 6.3 MI (10.1 KM), IGNORING SIDE ROADS, THEN
 HO0632'TURN LEFT AND GO 3.54 MI (5.70 KM) UP THE UNNAMED TOWER SERVICE ROAD.
 HO0632'4WD AND HIGH CLEARANCE ARE REQUIRED TO REACH THE SUMMIT AND STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0601 ***********************************************************************
 LN0601  DESIGNATION -  SEARLE
 LN0601  PID         -  LN0601
 LN0601  STATE/COUNTY-  UT/UINTAH
 LN0601  COUNTRY     -  US
 LN0601  USGS QUAD   -  BLAIR BASIN (2017)
 LN0601
 LN0601                         *CURRENT SURVEY CONTROL
 LN0601  ______________________________________________________________________
 LN0601* NAD 83(1994) POSITION- 40 39 14.07069(N) 109 21 30.39547(W)   ADJUSTED
 LN0601* NAVD 88 ORTHO HEIGHT -  2391.5   (meters)     7846.    (feet) VERTCON3
 LN0601  ______________________________________________________________________
 LN0601  GEOID HEIGHT    -        -14.841 (meters)                     GEOID18
 LN0601  LAPLACE CORR    -          0.92  (seconds)                    DEFLEC18
 LN0601  HORZ ORDER      -  THIRD
 LN0601  VERT ORDER      -  THIRD ? (See Below)
 LN0601
 LN0601.The horizontal coordinates were established by classical geodetic methods
 LN0601.and adjusted by the National Geodetic Survey in November 1997.
 LN0601
 LN0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0601
 LN0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0601.GEOID18 height accuracy estimate available here.
 LN0601
 LN0601.The vertical order pertains to the NGVD 29 superseded value.
 LN0601
 LN0601.Click photographs - Photos may exist for this station.
 LN0601
 LN0601.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0601
 LN0601. The following values were computed from the NAD 83(1994) position.
 LN0601
 LN0601;                    North         East     Units Scale Factor Converg.
 LN0601;SPC UT C     - 2,259,805.845   681,102.328   MT  1.00000097   +1 22 18.6
 LN0601;SPC UT C     - 7,414,046.34  2,234,583.22   sFT  1.00000097   +1 22 18.6
 LN0601;UTM  12      - 4,501,634.173   638,779.966   MT  0.99983707   +1 04 10.7
 LN0601
 LN0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0601!SPC UT C     -   0.99962732  x   1.00000097  =   0.99962829
 LN0601!UTM  12      -   0.99962732  x   0.99983707  =   0.99946445
 LN0601
 LN0601:                Primary Azimuth Mark                     Grid Az
 LN0601:SPC UT C     -  CHICKEN                                  146 00 51.9
 LN0601:UTM  12      -  CHICKEN                                  146 18 59.8
 LN0601
 LN0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL3877901634(NAD 83)
 LN0601
 LN0601|---------------------------------------------------------------------|
 LN0601| PID    Reference Object                     Distance      Geod. Az  |
 LN0601|                                                           dddmmss.s |
 LN0601| LN0606 CHICKEN                             APPROX. 6.7 KM 1472310.5 |
 LN0601|---------------------------------------------------------------------|
 LN0601
 LN0601                          SUPERSEDED SURVEY CONTROL
 LN0601
 LN0601  NAD 83(1993)-  40 39 14.07038(N)    109 21 30.39352(W) AD(       ) 3
 LN0601  NAD 83(1986)-  40 39 14.05145(N)    109 21 30.38323(W) AD(       ) 3
 LN0601  NAD 27      -  40 39 14.19716(N)    109 21 27.90266(W) AD(       ) 3
 LN0601
 LN0601.Superseded values are not recommended for survey control.
 LN0601
 LN0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0601.See file dsdata.pdf to determine how the superseded data were derived.
 LN0601
 LN0601_MARKER: DD = SURVEY DISK
 LN0601_SETTING: 66 = SET IN ROCK OUTCROP
 LN0601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0601+STABILITY: POSITION/ELEVATION WELL
 LN0601
 LN0601  HISTORY     - Date     Condition        Report By
 LN0601  HISTORY     - 1948     MONUMENTED       USGS
 LN0601
 LN0601                          STATION DESCRIPTION
 LN0601
 LN0601'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 LN0601'LOCATED ABOUT 15 MI. NE. OF VERNAL UTAH, ON A SMALL SPUR RIDGE ON THE
 LN0601'S. RIM OF DIAMOND MOUNTAIN, ABOUT 530 FT. S. OF THE CENTERLINE OF AN
 LN0601'E-W. RD. AND ABOUT 100 FT. FROM THE S. END OF SAID RIDGE IN SEC.17,
 LN0601'T.2 S., R.23 E.
 LN0601'
 LN0601'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 44
 LN0601'IN VERNAL UTAH, GO N. ON STATE HIGHWAY 44 FOR 0.5 MI., THEN RIGHT,
 LN0601'EASTERLY, STAYING ON MAIN TRAVELED RD. FOR 5.1 MI. TO RD. FORK, THEN
 LN0601'ON LEFT FORK, NORTHERLY, ON DIAMOND MOUNTAIN RD. FOR 2.8 MI. TO RD.
 LN0601'FORK, THEN ON THE LEFT FORK, STAYING ON THE MAIN TRAVELED RD. FOR 3.5
 LN0601'MI. TO T-RD. THEN LEFT NORTHWESTERLY, FOR 0.4 MI. TO BRUSH CREEK
 LN0601'CROSSING.  CONTINUE ON MAIN TRAVELED DIAMOND MOUNTAIN RD. FOR 8.7 MI.
 LN0601'TO RIM OF MOUNTAIN, WHERE RD. FORKS INTO FOUR RDS., THEN TAKE RD. ON
 LN0601'EXTREME LEFT, NORTHERLY, FOR 2.3 MI. TO CROSS-RDS., THEN GO LEFT,
 LN0601'WESTERLY, CROSSING OVER CATTLE GUARD FOR 1.0 MI. TO FENCE CORNER AND
 LN0601'GATE, THEN CONTINUE WESTERLY ON MAIN RD. FOR 0.2 MI. TO RD. FORK. THEN
 LN0601'ON LEFT MAIN FORK FOR 1.7 MI., THEN LEFT, SOUTHERLY, ACROSS FIELD FOR
 LN0601'0.1 MI. AND STATION.
 LN0601'
 LN0601'STATION MARK - STANDARD TABLET SET IN ROCK FLUSH WITH GROUND STAMPED
 LN0601'---SEARLE-7842 1949---.
 LN0601'
 LN0601'REFERENCE MARK NO.1 - STANDARD TABLET SET IN ROCK, STAMPED ---SEARLE
 LN0601'NO.1 1949--- DISTANCE OF 124.7 FT. FROM STATION, S 01 DEG 34 MIN W.
 LN0601'
 LN0601'REFERENCE MARK NO.2 - STANDARD TABLET SET IN ROCK, STAMPED ---SEARLE
 LN0601'NO.2 1949---, 134.1 FT. FROM STATION, S 47 DEG 34 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0703 ***********************************************************************
 LO0703  DESIGNATION -  SECOND 11
 LO0703  PID         -  LO0703
 LO0703  STATE/COUNTY-  UT/SALT LAKE
 LO0703  COUNTRY     -  US
 LO0703  USGS QUAD   -  FORT DOUGLAS (2017)
 LO0703
 LO0703                         *CURRENT SURVEY CONTROL
 LO0703  ______________________________________________________________________
 LO0703* NAD 83(1994) POSITION- 40 45 54.04219(N) 111 51 34.54610(W)   ADJUSTED
 LO0703* NAVD 88 ORTHO HEIGHT -  1360.550 (meters)     4463.74  (feet) ADJUSTED
 LO0703  ______________________________________________________________________
 LO0703  GEOID HEIGHT    -        -16.629 (meters)                     GEOID18
 LO0703  LAPLACE CORR    -         13.71  (seconds)                    DEFLEC18
 LO0703  DYNAMIC HEIGHT  -       1359.469 (meters)     4460.19  (feet) COMP
 LO0703  MODELED GRAVITY -    979,783.3   (mgal)                       NAVD 88
 LO0703
 LO0703  HORZ ORDER      -  FIRST
 LO0703  VERT ORDER      -  SECOND    CLASS 0
 LO0703
 LO0703.The horizontal coordinates were established by classical geodetic methods
 LO0703.and adjusted by the National Geodetic Survey in November 1997.
 LO0703
 LO0703.The orthometric height was determined by differential leveling and
 LO0703.adjusted by the NATIONAL GEODETIC SURVEY
 LO0703.in June 1991.
 LO0703
 LO0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0703.GEOID18 height accuracy estimate available here.
 LO0703
 LO0703.Click photographs - Photos may exist for this station.
 LO0703
 LO0703.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0703
 LO0703.The dynamic height is computed by dividing the NAVD 88
 LO0703.geopotential number by the normal gravity value computed on the
 LO0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0703.degrees latitude (g = 980.6199 gals.).
 LO0703
 LO0703.The modeled gravity was interpolated from observed gravity values.
 LO0703
 LO0703. The following values were computed from the NAD 83(1994) position.
 LO0703
 LO0703;                    North         East     Units Scale Factor Converg.
 LO0703;SPC UT C     - 2,270,036.717   469,637.267   MT  1.00003065   -0 13 49.3
 LO0703;SPC UT C     - 7,447,612.13  1,540,801.60   sFT  1.00003065   -0 13 49.3
 LO0703;UTM  12      - 4,513,027.037   427,450.097   MT  0.99966478   -0 33 40.7
 LO0703
 LO0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0703!SPC UT C     -   0.99978923  x   1.00003065  =   0.99981987
 LO0703!UTM  12      -   0.99978923  x   0.99966478  =   0.99945408
 LO0703
 LO0703:                Primary Azimuth Mark                     Grid Az
 LO0703:SPC UT C     -  FOURTH 11                                180 15 49.9
 LO0703:UTM  12      -  FOURTH 11                                180 35 41.3
 LO0703
 LO0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2745013027(NAD 83)
 LO0703
 LO0703|---------------------------------------------------------------------|
 LO0703| PID    Reference Object                     Distance      Geod. Az  |
 LO0703|                                                           dddmmss.s |
 LO0703| LO0696 TEMPLE 11                           482.466 METERS 0000155.0 |
 LO0703| LO0973 FOURTH 11                           482.835 METERS 1800200.6 |
 LO0703|---------------------------------------------------------------------|
 LO0703
 LO0703                          SUPERSEDED SURVEY CONTROL
 LO0703
 LO0703  NAD 83(1993)-  40 45 54.04194(N)    111 51 34.54609(W) AD(       ) 1
 LO0703  NAD 83(1986)-  40 45 54.03074(N)    111 51 34.53718(W) AD(       ) 1
 LO0703  NAD 27      -  40 45 54.22323(N)    111 51 31.77177(W) AD(       ) 1
 LO0703  NGVD 29 (??/??/92) 1359.605  (m)         4460.64   (f) ADJ UNCH    2 0
 LO0703
 LO0703.Superseded values are not recommended for survey control.
 LO0703
 LO0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0703.See file dsdata.pdf to determine how the superseded data were derived.
 LO0703
 LO0703_MARKER: Z = SEE DESCRIPTION
 LO0703_SETTING: 0 = UNSPECIFIED SETTING
 LO0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0703
 LO0703  HISTORY     - Date     Condition        Report By
 LO0703  HISTORY     - 1963     MONUMENTED       CGS
 LO0703
 LO0703                          STATION DESCRIPTION
 LO0703
 LO0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LFW)
 LO0703'STATION IS LOCATED IN SALT LAKE CITY AT THE INTERSECTION OF
 LO0703'SECOND STREET, SOUTH AND ELEVENTH STREET, EAST.  STATION IS
 LO0703'MARKED BY A CROSS IN THE TOP OF A BRASS CAP SET ABOUT 7 INCHES
 LO0703'BELOW THE SURFACE OF THE STREET BENEATH A MANHOLE COVER
 LO0703'8 INCHES IN DIAMETER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0691 ***********************************************************************
 LO0691  DESIGNATION -  SECOND 13
 LO0691  PID         -  LO0691
 LO0691  STATE/COUNTY-  UT/SALT LAKE
 LO0691  COUNTRY     -  US
 LO0691  USGS QUAD   -  FORT DOUGLAS (2017)
 LO0691
 LO0691                         *CURRENT SURVEY CONTROL
 LO0691  ______________________________________________________________________
 LO0691* NAD 83(1994) POSITION- 40 45 54.04359(N) 111 51 13.98226(W)   ADJUSTED
 LO0691* NAVD 88 ORTHO HEIGHT -  1399.557 (meters)     4591.71  (feet) ADJUSTED
 LO0691  ______________________________________________________________________
 LO0691  GEOID HEIGHT    -        -16.592 (meters)                     GEOID18
 LO0691  LAPLACE CORR    -         14.25  (seconds)                    DEFLEC18
 LO0691  DYNAMIC HEIGHT  -       1398.443 (meters)     4588.06  (feet) COMP
 LO0691  MODELED GRAVITY -    979,780.1   (mgal)                       NAVD 88
 LO0691
 LO0691  HORZ ORDER      -  SECOND
 LO0691  VERT ORDER      -  SECOND    CLASS 0
 LO0691
 LO0691.The horizontal coordinates were established by classical geodetic methods
 LO0691.and adjusted by the National Geodetic Survey in November 1997.
 LO0691
 LO0691.The orthometric height was determined by differential leveling and
 LO0691.adjusted by the NATIONAL GEODETIC SURVEY
 LO0691.in June 1991.
 LO0691
 LO0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0691.GEOID18 height accuracy estimate available here.
 LO0691
 LO0691.Click photographs - Photos may exist for this station.
 LO0691
 LO0691.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0691
 LO0691.The dynamic height is computed by dividing the NAVD 88
 LO0691.geopotential number by the normal gravity value computed on the
 LO0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0691.degrees latitude (g = 980.6199 gals.).
 LO0691
 LO0691.The modeled gravity was interpolated from observed gravity values.
 LO0691
 LO0691. The following values were computed from the NAD 83(1994) position.
 LO0691
 LO0691;                    North         East     Units Scale Factor Converg.
 LO0691;SPC UT C     - 2,270,034.837   470,119.576   MT  1.00003065   -0 13 36.1
 LO0691;SPC UT C     - 7,447,605.96  1,542,383.98   sFT  1.00003065   -0 13 36.1
 LO0691;UTM  12      - 4,513,022.373   427,932.211   MT  0.99966393   -0 33 27.3
 LO0691
 LO0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0691!SPC UT C     -   0.99978311  x   1.00003065  =   0.99981375
 LO0691!UTM  12      -   0.99978311  x   0.99966393  =   0.99944711
 LO0691
 LO0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2793213022(NAD 83)
 LO0691
 LO0691                          SUPERSEDED SURVEY CONTROL
 LO0691
 LO0691  NAD 83(1993)-  40 45 54.04337(N)    111 51 13.98224(W) AD(       ) 2
 LO0691  NAD 83(1986)-  40 45 54.03210(N)    111 51 13.97329(W) AD(       ) 2
 LO0691  NAD 27      -  40 45 54.22454(N)    111 51 11.20839(W) AD(       ) 2
 LO0691  NGVD 29 (??/??/92) 1398.612  (m)         4588.61   (f) ADJ UNCH    2 0
 LO0691
 LO0691.Superseded values are not recommended for survey control.
 LO0691
 LO0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0691.See file dsdata.pdf to determine how the superseded data were derived.
 LO0691
 LO0691_MARKER: Z = SEE DESCRIPTION
 LO0691_SETTING: 0 = UNSPECIFIED SETTING
 LO0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0691
 LO0691  HISTORY     - Date     Condition        Report By
 LO0691  HISTORY     - 1963     MONUMENTED       CGS
 LO0691
 LO0691                          STATION DESCRIPTION
 LO0691
 LO0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LFW)
 LO0691'STATION IS LOCATED IN SALT LAKE CITY AT THE INTERSECTION
 LO0691'OF SECOND STREET, SOUTH AND THIRTEENTH STREET, EAST.  STATION
 LO0691'IS MARKED BY A CROSS IN THE TOP OF A BRASS CAP, SET ABOUT 12
 LO0691'INCHES BELOW THE SURFACE OF THE STREET BENEATH A MANHOLE
 LO0691'COVER, 8 INCHES IN DIAMETER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0701 ***********************************************************************
 LO0701  DESIGNATION -  SECOND 9
 LO0701  PID         -  LO0701
 LO0701  STATE/COUNTY-  UT/SALT LAKE
 LO0701  COUNTRY     -  US
 LO0701  USGS QUAD   -  FORT DOUGLAS (2017)
 LO0701
 LO0701                         *CURRENT SURVEY CONTROL
 LO0701  ______________________________________________________________________
 LO0701* NAD 83(1994) POSITION- 40 45 54.03883(N) 111 51 55.20196(W)   ADJUSTED
 LO0701* NAVD 88 ORTHO HEIGHT -  1342.372 (meters)     4404.10  (feet) ADJUSTED
 LO0701  ______________________________________________________________________
 LO0701  GEOID HEIGHT    -        -16.665 (meters)                     GEOID18
 LO0701  LAPLACE CORR    -         13.15  (seconds)                    DEFLEC18
 LO0701  DYNAMIC HEIGHT  -       1341.306 (meters)     4400.60  (feet) COMP
 LO0701  MODELED GRAVITY -    979,784.9   (mgal)                       NAVD 88
 LO0701
 LO0701  HORZ ORDER      -  FIRST
 LO0701  VERT ORDER      -  SECOND    CLASS 0
 LO0701
 LO0701.The horizontal coordinates were established by classical geodetic methods
 LO0701.and adjusted by the National Geodetic Survey in November 1997.
 LO0701
 LO0701.The orthometric height was determined by differential leveling and
 LO0701.adjusted by the NATIONAL GEODETIC SURVEY
 LO0701.in June 1991.
 LO0701
 LO0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0701.GEOID18 height accuracy estimate available here.
 LO0701
 LO0701.Click photographs - Photos may exist for this station.
 LO0701
 LO0701.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0701
 LO0701.The dynamic height is computed by dividing the NAVD 88
 LO0701.geopotential number by the normal gravity value computed on the
 LO0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0701.degrees latitude (g = 980.6199 gals.).
 LO0701
 LO0701.The modeled gravity was interpolated from observed gravity values.
 LO0701
 LO0701. The following values were computed from the NAD 83(1994) position.
 LO0701
 LO0701;                    North         East     Units Scale Factor Converg.
 LO0701;SPC UT C     - 2,270,038.577   469,152.800   MT  1.00003065   -0 14 02.5
 LO0701;SPC UT C     - 7,447,618.23  1,539,212.14   sFT  1.00003065   -0 14 02.5
 LO0701;UTM  12      - 4,513,031.694   426,965.826   MT  0.99966565   -0 33 54.2
 LO0701
 LO0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0701!SPC UT C     -   0.99979209  x   1.00003065  =   0.99982273
 LO0701!UTM  12      -   0.99979209  x   0.99966565  =   0.99945781
 LO0701
 LO0701:                Primary Azimuth Mark                     Grid Az
 LO0701:SPC UT C     -  TEMPLE 9                                 000 13 50.0
 LO0701:UTM  12      -  TEMPLE 9                                 000 33 41.7
 LO0701
 LO0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2696513031(NAD 83)
 LO0701
 LO0701|---------------------------------------------------------------------|
 LO0701| PID    Reference Object                     Distance      Geod. Az  |
 LO0701|                                                           dddmmss.s |
 LO0701| LO0684 FOURTH 9                            482.839 METERS 1795959.4 |
 LO0701| LO0699 TEMPLE 9                            482.510 METERS 3595947.5 |
 LO0701|---------------------------------------------------------------------|
 LO0701
 LO0701                          SUPERSEDED SURVEY CONTROL
 LO0701
 LO0701  NAD 83(1993)-  40 45 54.03856(N)    111 51 55.20195(W) AD(       ) 1
 LO0701  NAD 83(1986)-  40 45 54.02742(N)    111 51 55.19307(W) AD(       ) 1
 LO0701  NAD 27      -  40 45 54.22001(N)    111 51 52.42709(W) AD(       ) 1
 LO0701  NGVD 29 (??/??/92) 1341.428  (m)         4401.00   (f) ADJ UNCH    2 0
 LO0701
 LO0701.Superseded values are not recommended for survey control.
 LO0701
 LO0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0701.See file dsdata.pdf to determine how the superseded data were derived.
 LO0701
 LO0701_MARKER: Z = SEE DESCRIPTION
 LO0701_SETTING: 0 = UNSPECIFIED SETTING
 LO0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0701
 LO0701  HISTORY     - Date     Condition        Report By
 LO0701  HISTORY     - 1963     MONUMENTED       CGS
 LO0701
 LO0701                          STATION DESCRIPTION
 LO0701
 LO0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LFW)
 LO0701'STATION IS LOCATED IN SALT LAKE CITY AT THE INTERSECTION OF
 LO0701'SECOND STREET, SOUTH AND NINTH STREET, EAST.  STATION IS MARKED
 LO0701'BY A CROSS IN THE TOP OF A SANDSTONE POST, SET ABOUT 14 INCHES
 LO0701'BELOW THE SURFACE OF THE STREET, BENEATH A MANHOLE COVER,
 LO0701'8 INCHES IN DIAMETER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0890 ***********************************************************************
 LO0890  DESIGNATION -  SECTION
 LO0890  PID         -  LO0890
 LO0890  STATE/COUNTY-  UT/SALT LAKE
 LO0890  COUNTRY     -  US
 LO0890  USGS QUAD   -  DRAPER (2017)
 LO0890
 LO0890                         *CURRENT SURVEY CONTROL
 LO0890  ______________________________________________________________________
 LO0890* NAD 83(1986) POSITION- 40 32 40.     (N) 111 51 12.     (W)   SCALED
 LO0890* NAVD 88 ORTHO HEIGHT -  1449.3   (meters)     4755.    (feet) VERTCON3
 LO0890  ______________________________________________________________________
 LO0890  GEOID HEIGHT    -        -16.983 (meters)                     GEOID18
 LO0890
 LO0890.The horizontal coordinates were scaled from a map and have
 LO0890.an estimated accuracy of +/- 6 seconds.
 LO0890
 LO0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0890
 LO0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0890.GEOID18 height accuracy estimate available here.
 LO0890
 LO0890.Click photographs - Photos may exist for this station.
 LO0890
 LO0890;                    North         East    Units  Estimated Accuracy
 LO0890;SPC UT C     - 2,245,540.      470,070.      MT  (+/- 180 meters Scaled)
 LO0890
 LO0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK277885(NAD 83)
 LO0890
 LO0890                          SUPERSEDED SURVEY CONTROL
 LO0890
 LO0890  NAD 27      -  40 32 39.78270(N)    111 51 09.12502(W) AD(       ) 1
 LO0890  NGVD 29 (07/19/86) 1448.3    (m)         4752.     (f) VERT ANG       
 LO0890
 LO0890.Superseded values are not recommended for survey control.
 LO0890
 LO0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0890.See file dsdata.pdf to determine how the superseded data were derived.
 LO0890
 LO0890_MARKER: DS = TRIANGULATION STATION DISK
 LO0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0890_MARK LOGO: NGS
 LO0890_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LO0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0890+STABILITY: SURFACE MOTION
 LO0890
 LO0890  HISTORY     - Date     Condition        Report By
 LO0890  HISTORY     - 1973     MONUMENTED       NGS
 LO0890  HISTORY     - 19770615 GOOD             NGS
 LO0890
 LO0890                          STATION DESCRIPTION
 LO0890
 LO0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0890'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH-SOUTHEAST OF SANDY,
 LO0890'2.0 MILES EAST-NORTHEAST OF RIVERTON, 1.0 MILE NORTH OF DRAPER,
 LO0890'AND ON COUNTY PROPERTY ROAD RIGHT OF WAY.
 LO0890'
 LO0890'TO REACH THE STATION FROM THE JUNCTION OF 700 EAST AND 10600 SOUTH,
 LO0890'GO EAST ON 10600 SOUTH FOR 1.4 MILES TO THE JUNCTION OF 1700
 LO0890'EAST.  TURN RIGHT AND GO SOUTH ON 1700 EAST FOR 0.9 MILE TO THE
 LO0890'JUNCTION OF 11400 SOUTH.  TURN RIGHT AND GO WEST ON 11400 SOUTH
 LO0890'FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 LO0890'
 LO0890'THE STATION MARK IS A STANDARD DISK STAMPED SECTION 1973, SET IN
 LO0890'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 LO0890'WITH THE GROUND SURFACE.  IT IS 18 FEET NORTH OF THE CENTER OF
 LO0890'THE ROAD AND 0.5 FEET WEST OF A WITNESS POST.
 LO0890'
 LO0890'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SECTION NO 1 1973,
 LO0890'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 LO0890'PROJECTS 2-INCHES ABOVE THE GROUND SURFACE AND IS ABOUT THE SAME
 LO0890'ELEVATION AS THE STATION MARK.  IT IS 59 FEET WEST OF A WITNESS
 LO0890'POST AND 18 FEET NORTH OF THE CENTER OF THE ROAD.
 LO0890'
 LO0890'REFERENCE MARK 2 IS A STANDARD SALT LAKE COUNTY DISK STAMPED
 LO0890'14 COR 20 21 T3S R1E, SET IN THE TOP OF A 30-INCH PRECAST
 LO0890'CONCRETE MONUMENT WHICH IS 6 INCHES IN DIAMETER AT THE TOP AND
 LO0890'IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 48 FEET
 LO0890'WEST-SOUTHWEST OF A WITNESS POST, 13 FEET SOUTH OF THE CENTER
 LO0890'OF THE ROAD, 1 FOOT NORTHWEST OF A 4X4-INCH WOODEN POST AND IS
 LO0890'ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.
 LO0890'
 LO0890'THE AZIMUTH MARK IS A STANDARD SALT LAKE COUNTY DISK STAMPED
 LO0890'18 17 19 20 T3S R1E, SET IN THE TOP OF A 30-INCH PRECAST CONCRETE
 LO0890'MONUMENT WHICH IS 6 INCHES IN DIAMETER AT THE TOP AND IS 4
 LO0890'INCHES BELOW THE SURFACE OF THE ROAD.  IT IS 12 FEET EAST OF THE
 LO0890'CENTER OF THE ROAD AND 2 FEET WEST OF THE EAST EDGE OF THE ROAD.
 LO0890'
 LO0890'TO REACH 3S 1E 2009 (SL CO) FROM THE JUNCTION OF 700 EAST AND
 LO0890'10600 SOUTH, GO SOUTH ON 700 EAST FOR 0.5 MILE TO THE INTERSECTION
 LO0890'OF 700 EAST AND 11000 SOUTH AND THE MARK WHICH WILL SERVE AS
 LO0890'THE AZIMUTH.
 LO0890'
 LO0890'ELECTRONIC DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 LO0890'
 LO0890'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LO0890
 LO0890                          STATION RECOVERY (1977)
 LO0890
 LO0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LO0890'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT.  THE SALT LAKE CITY
 LO0890'MARKS, 3S 1E 2009, AZIMUTH MARK AND 14 COR 20 21, REFERENCE MARK 2
 LO0890'WERE ONLY MARKS FOUND IN GOOD CONDITION AT STATION SITE.  A NEW
 LO0890'HOUSING DEVELOPEMENT HAS BEGUN AT SITE, STREET WAS MOVED, REFERENCE
 LO0890'MARK 2 WAS FOUND ON NORTH SIDE OF STREET, NOT SOUTH SIDE.  STATION
 LO0890'SURFACE MARK FOUND ON TOP OF GROUND AT SITE.  A NEW STATION SUBSURFACE
 LO0890'AND SURFACE MARK AND A REFERENCE MARK NUMBER 3 ESTABLISHED AT THIS
 LO0890'TIME.  STATION IS REACHED FROM THE INTERSECTION OF 700 EAST AND 10600
 LO0890'SOUTH STREETS IN SANDY.  GO EAST ON 10600 SOUTH FOR 1.5 MILES (2.4 KM)
 LO0890'TURN RIGHT AND GO SOUTH ON 1700 EAST FOR 0.9 MILE. (1.4 KM) TURN RIGHT
 LO0890'AND GO WEST ON 11400 SOUTH FOR 0.5 MILE (0.8 KM) TO STATION ON RIGHT,
 LO0890'ABOUT 50 FT (15.2 M) EAST OF END OF SURFACED STREET, AS DESCRIBED.
 LO0890'STATION MARK DISKS ARE STANDARD DISKS, STAMPED SECTION 1973 1977.
 LO0890'STATION SUBSURFACE DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 LO0890'32 INCHES BELOW GROUND SURFACE.  STATION SURFACE DISK IS SET IN TOP OF
 LO0890'A ROUND CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES, 39 FT (11.9 M)
 LO0890'NORTH OF PRESENT CENTER OF 11400 SOUTH STREET, 1 FT (0.3 M) WEST OF A
 LO0890'METAL WITNESS POST.  REFERENCE MARK 2 IS A STANDARD SALT LAKE COUNTY
 LO0890'DISK, STAMPED 14 COR 20 21 TS3 R1E, SET IN THE TOP OF A 30 INCH
 LO0890'PRECAST MONUMENT ABOUT 8 INCHES BELOW GROUND SURFACE, 25 FT (7.6 M)
 LO0890'NORTH-NORTHWEST OF A RECTANGULAR SHAPED TELEPHONE JUNCTION BOX ABOUT 4
 LO0890'FT (1.2 M) IN HEIGHT, 9 FT (2.7 M) NORTH CENTER OF 11400 SOUTH STREET.
 LO0890'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED SECTION 1973 1977,
 LO0890'CEMENTED IN A DRILL HOLE, IN TOP OF A CONCRETE CURB PROJECTING ABOUT 6
 LO0890'INCHES, 12 FT (3.7 M) SOUTH OF CENTER OF 11400 SOUTH STREET, 12 FT
 LO0890'(3.7 M) NORTHWEST OF A WOOD RAIL FENCE CORNER POST.  AZIMUTH MARK IS A
 LO0890'STANDARD SALT LAKE COUNTY DISK, STAMPED 18 17 19 20 TS3 R1E, SET IN
 LO0890'TOP OF A 30 INCH PRECAST CONCRETE MONUMENT ABOUT 4 INCHES BELOW ROAD
 LO0890'SURFACE, 15 FT (4.6 M) EAST OF CENTER OF 700 EAST, 3.5 FT (1.1 M) WEST
 LO0890'OF THE EAST EDGE OF THE ROAD.  AZIMUTH MARK IS REACHED FROM THE
 LO0890'INTERSECTION OF 10600 SOUTH AND 700 EAST.  GO SOUTH ON 700 EAST FOR
 LO0890'0.5 MILE (0.8 KM) 1100 SOUTH STREET ON RIGHT AND MARK ON LEFT, AS
 LO0890'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AE9249 ***********************************************************************
 AE9249  DESIGNATION -  SECTION RESET
 AE9249  PID         -  AE9249
 AE9249  STATE/COUNTY-  UT/SALT LAKE
 AE9249  COUNTRY     -  US
 AE9249  USGS QUAD   -  DRAPER (2017)
 AE9249
 AE9249                         *CURRENT SURVEY CONTROL
 AE9249  ______________________________________________________________________
 AE9249* NAD 83(1994) POSITION- 40 32 39.60881(N) 111 51 11.89010(W)   ADJUSTED
 AE9249* NAVD 88 ORTHO HEIGHT -  1449.    (meters)     4754.    (feet) SCALED
 AE9249  ______________________________________________________________________
 AE9249  GEOID HEIGHT    -        -16.983 (meters)                     GEOID18
 AE9249  LAPLACE CORR    -         11.42  (seconds)                    DEFLEC18
 AE9249  HORZ ORDER      -  FIRST
 AE9249
 AE9249.The horizontal coordinates were established by classical geodetic methods
 AE9249.and adjusted by the National Geodetic Survey in November 1997.
 AE9249
 AE9249.The orthometric height was scaled from a topographic map.
 AE9249
 AE9249.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE9249.GEOID18 height accuracy estimate available here.
 AE9249
 AE9249.Click photographs - Photos may exist for this station.
 AE9249
 AE9249.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE9249
 AE9249. The following values were computed from the NAD 83(1994) position.
 AE9249
 AE9249;                    North         East     Units Scale Factor Converg.
 AE9249;SPC UT C     - 2,245,529.293   470,071.850   MT  0.99997542   -0 13 34.7
 AE9249;SPC UT C     - 7,367,207.36  1,542,227.39   sFT  0.99997542   -0 13 34.7
 AE9249;UTM  12      - 4,488,525.785   427,743.564   MT  0.99966426   -0 33 16.9
 AE9249
 AE9249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9249!SPC UT C     -   0.99977541  x   0.99997542  =   0.99975084
 AE9249!UTM  12      -   0.99977541  x   0.99966426  =   0.99943975
 AE9249
 AE9249:                Primary Azimuth Mark                     Grid Az
 AE9249:SPC UT C     -  3S1E 2009                                296 42 40.6
 AE9249:UTM  12      -  3S1E 2009                                297 02 22.8
 AE9249
 AE9249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2774388525(NAD 83)
 AE9249
 AE9249|---------------------------------------------------------------------|
 AE9249| PID    Reference Object                     Distance      Geod. Az  |
 AE9249|                                                           dddmmss.s |
 AE9249| LO0886 SANDY WHITE CITY WATER CO W TK      APPROX. 3.2 KM 0030208.6 |
 AE9249| LO0880 SANDY WHITE CITY WATER CO E TK      APPROX. 3.8 KM 0315625.1 |
 AE9249| LO0809 RIVERTON UTAH ST PRISON STACK       APPROX. 7.2 KM 2145020.4 |
 AE9249| CM5967 SECTION RM 2                         17.872 METERS 23211     |
 AE9249| CM5966 SECTION RM 1                         14.554 METERS 27105     |
 AE9249| LO0892 3S1E 2009                           APPROX. 1.8 KM 2962905.9 |
 AE9249|---------------------------------------------------------------------|
 AE9249
 AE9249                          SUPERSEDED SURVEY CONTROL
 AE9249
 AE9249  NAD 83(1993)-  40 32 39.60874(N)    111 51 11.88949(W) AD(       ) 1
 AE9249  NAD 83(1986)-  40 32 39.59749(N)    111 51 11.88334(W) AD(       ) 1
 AE9249
 AE9249.Superseded values are not recommended for survey control.
 AE9249
 AE9249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9249.See file dsdata.pdf to determine how the superseded data were derived.
 AE9249
 AE9249_MARKER: DS = TRIANGULATION STATION DISK
 AE9249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9249_STAMPING: SECTION 1973 1985
 AE9249_MARK LOGO: NGS
 AE9249_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE9249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9249+STABILITY: SURFACE MOTION
 AE9249
 AE9249  HISTORY     - Date     Condition        Report By
 AE9249  HISTORY     - 1985     MONUMENTED       NGS
 AE9249
 AE9249                          STATION DESCRIPTION
 AE9249
 AE9249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (JRS)
 AE9249'THE TOP OF A ROUND CONCRETE MONUMENT, 18 INCHES 46 CM IN DIAMETER.
 AE9249'RECESSED 46 CM 18 INCHES BELOW THE GROUND.  THE STATION MARK WAS FOUND
 AE9249'LEANING AND WAS REMOVED, THE UNDERGROUND DISK WAS IN GOOD CONDITION.
 AE9249'REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD CONDITION AS WAS THE
 AE9249'AZIMUTH MARK.  ONLY A NEW DESCRIPTION OF THE STATION MARK IS GIVEN.
 AE9249'ANGLES AND DISTANCES CHECKED WITH THE 1977 DATA WITH THE EXCEPTION OF
 AE9249'THE DISTANCE TO REFERENCE MARK 2 WHICH WAS 1.4 CM LONGER THAN THE 1977
 AE9249'DISTANCE.  THE 1973 DESCRIPTION IS STILL GOOD.  THE STATION IS A NGS
 AE9249'DISK, STAMPED SECTION SECTION 1973 1985.  THE MARK IS LOCATED 7.3
 AE9249'METERS (24.0 FT) EAST FROM THE CENTERLINE OF 1300 EAST.  11.0 METERS
 AE9249'(36.1 FT) NORTH FROM THE CENTERLINE OF 11400 SOUTH.  1.1 METERS (3.6
 AE9249'FT) WEST-SOUTHWEST FROM A STREET SIGN.  2.4 METERS (7.9 FT) SOUTH FROM
 AE9249'A LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0473 ***********************************************************************
 JM0473  DESIGNATION -  SEVEN
 JM0473  PID         -  JM0473
 JM0473  STATE/COUNTY-  UT/GRAND
 JM0473  COUNTRY     -  US
 JM0473  USGS QUAD   -  BLUE CHIEF MESA (2017)
 JM0473
 JM0473                         *CURRENT SURVEY CONTROL
 JM0473  ______________________________________________________________________
 JM0473* NAD 83(1994) POSITION- 38 45 17.03304(N) 109 12 35.77406(W)   ADJUSTED
 JM0473* NAVD 88 ORTHO HEIGHT -  1785.8   (meters)     5859.    (feet) VERTCON3
 JM0473  ______________________________________________________________________
 JM0473  GEOID HEIGHT    -        -19.197 (meters)                     GEOID18
 JM0473  LAPLACE CORR    -          9.13  (seconds)                    DEFLEC18
 JM0473  HORZ ORDER      -  THIRD
 JM0473
 JM0473.The horizontal coordinates were established by classical geodetic methods
 JM0473.and adjusted by the National Geodetic Survey in November 1997.
 JM0473
 JM0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0473
 JM0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0473.GEOID18 height accuracy estimate available here.
 JM0473
 JM0473.Click photographs - Photos may exist for this station.
 JM0473
 JM0473.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0473
 JM0473. The following values were computed from the NAD 83(1994) position.
 JM0473
 JM0473;                    North         East     Units Scale Factor Converg.
 JM0473;SPC UT C     - 2,049,333.567   699,056.133   MT  1.00007493   +1 28 01.1
 JM0473;SPC UT C     - 6,723,521.88  2,293,486.66   sFT  1.00007493   +1 28 01.1
 JM0473;UTM  12      - 4,291,080.732   655,543.921   MT  0.99989793   +1 07 14.8
 JM0473
 JM0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0473!SPC UT C     -   0.99972290  x   1.00007493  =   0.99979781
 JM0473!UTM  12      -   0.99972290  x   0.99989793  =   0.99962086
 JM0473
 JM0473:                Primary Azimuth Mark                     Grid Az
 JM0473:SPC UT C     -  ONION                                    245 57 15.0
 JM0473:UTM  12      -  ONION                                    246 18 01.3
 JM0473
 JM0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH5554391080(NAD 83)
 JM0473
 JM0473|---------------------------------------------------------------------|
 JM0473| PID    Reference Object                     Distance      Geod. Az  |
 JM0473|                                                           dddmmss.s |
 JM0473| JM0485 ONION                               APPROX. 8.2 KM 2472516.1 |
 JM0473|---------------------------------------------------------------------|
 JM0473
 JM0473                          SUPERSEDED SURVEY CONTROL
 JM0473
 JM0473  NAD 83(1992)-  38 45 17.01720(N)    109 12 35.77195(W) AD(       ) 3
 JM0473  NAD 83(1986)-  38 45 17.01757(N)    109 12 35.77155(W) AD(       ) 3
 JM0473  NAD 27      -  38 45 17.09406(N)    109 12 33.36543(W) AD(       ) 3
 JM0473  NGVD 29 (07/19/86) 1784.6    (m)         5855.     (f) VERT ANG       
 JM0473
 JM0473.Superseded values are not recommended for survey control.
 JM0473
 JM0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0473.See file dsdata.pdf to determine how the superseded data were derived.
 JM0473
 JM0473_MARKER: DB = BENCH MARK DISK
 JM0473_SETTING: 66 = SET IN ROCK OUTCROP
 JM0473_STAMPING: SEVEN 1954
 JM0473_MARK LOGO: USGS
 JM0473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0473+STABILITY: POSITION/ELEVATION WELL
 JM0473
 JM0473  HISTORY     - Date     Condition        Report By
 JM0473  HISTORY     - 1954     MONUMENTED       USGS
 JM0473
 JM0473                          STATION DESCRIPTION
 JM0473
 JM0473'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0473'LOCATED ABOUT 18 MI. SSE. OF CISCO, 6.0 MI. SE. OF JUNCTION OF
 JM0473'DOLORES RIVER AND COLORADO RIVER, 3.5 MI. S. OF JUNCTION OF BLUE
 JM0473'CHIEF WASH AND DOLORES RIVER, ON A PROMINENT ROCKY TOP ON MESA
 JM0473'KNOWN LOCALLY AS SEVEN MILE MESA AND OVERLOOKING THE HEAD OF BLUE
 JM0473'CHIEF WASH TO THE S.
 JM0473'
 JM0473'STATION REACHED BY HELICOPTER.
 JM0473'
 JM0473'STATION MARK--STANDARD TABLET STAMPED ---SEVEN 1954--- CEMENTED
 JM0473'IN DRILL HOLE IN SANDSTONE SURFACE.
 JM0473'
 JM0473'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER DRIVEN INTO A ROCK
 JM0473'CRACK, 22.07 FT. FROM STATION MARK, N 55 DEG 43 MIN W.
 JM0473'
 JM0473'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE IN
 JM0473'CEDAR TREE, 12.38 FT. FROM STATION MARK, N 53 DEG 41 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0407 ***********************************************************************
 KO0407  DESIGNATION -  SEVIER
 KO0407  PID         -  KO0407
 KO0407  STATE/COUNTY-  UT/MILLARD
 KO0407  COUNTRY     -  US
 KO0407  USGS QUAD   -  SCIPIO NORTH (2017)
 KO0407
 KO0407                         *CURRENT SURVEY CONTROL
 KO0407  ______________________________________________________________________
 KO0407* NAD 83(1994) POSITION- 39 16 24.87654(N) 112 01 37.38884(W)   ADJUSTED
 KO0407* NAVD 88 ORTHO HEIGHT -  2443.    (meters)     8015.    (feet) SCALED
 KO0407  ______________________________________________________________________
 KO0407  GEOID HEIGHT    -        -18.075 (meters)                     GEOID18
 KO0407  LAPLACE CORR    -          4.11  (seconds)                    DEFLEC18
 KO0407  HORZ ORDER      -  SECOND
 KO0407
 KO0407.The horizontal coordinates were established by classical geodetic methods
 KO0407.and adjusted by the National Geodetic Survey in November 1997.
 KO0407
 KO0407.The orthometric height was scaled from a topographic map.
 KO0407
 KO0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0407.GEOID18 height accuracy estimate available here.
 KO0407
 KO0407.Click photographs - Photos may exist for this station.
 KO0407
 KO0407.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0407
 KO0407. The following values were computed from the NAD 83(1994) position.
 KO0407
 KO0407;                    North         East     Units Scale Factor Converg.
 KO0407;SPC UT C     - 2,104,519.408   454,522.378   MT  0.99994650   -0 20 15.4
 KO0407;SPC UT C     - 6,904,577.42  1,491,212.17   sFT  0.99994650   -0 20 15.4
 KO0407;UTM  12      - 4,347,639.076   411,408.267   MT  0.99969663   -0 39 00.7
 KO0407
 KO0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0407!SPC UT C     -   0.99961966  x   0.99994650  =   0.99956618
 KO0407!UTM  12      -   0.99961966  x   0.99969663  =   0.99931640
 KO0407
 KO0407:                Primary Azimuth Mark                     Grid Az
 KO0407:SPC UT C     -  SEVIER AZ MK                             236 45 44.6
 KO0407:UTM  12      -  SEVIER AZ MK                             237 04 29.9
 KO0407
 KO0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ1140847639(NAD 83)
 KO0407
 KO0407|---------------------------------------------------------------------|
 KO0407| PID    Reference Object                     Distance      Geod. Az  |
 KO0407|                                                           dddmmss.s |
 KO0407| CM5971 SEVIER RM 1                           4.299 METERS 05612     |
 KO0407| CM5972 SEVIER RM 2                           4.368 METERS 16555     |
 KO0407| CM5970 SEVIER AZ MK                                       2362529.2 |
 KO0407|---------------------------------------------------------------------|
 KO0407
 KO0407                          SUPERSEDED SURVEY CONTROL
 KO0407
 KO0407  NAD 83(1986)-  39 16 24.86612(N)    112 01 37.38209(W) AD(       ) 2
 KO0407  NAD 27      -  39 16 25.01100(N)    112 01 34.62200(W) AD(       ) 2
 KO0407
 KO0407.Superseded values are not recommended for survey control.
 KO0407
 KO0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0407.See file dsdata.pdf to determine how the superseded data were derived.
 KO0407
 KO0407_MARKER: DS = TRIANGULATION STATION DISK
 KO0407_SETTING: 80 = SET IN A BOULDER
 KO0407_STAMPING: SEVIER 1938
 KO0407_MARK LOGO: CGS
 KO0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0407+STABILITY: SURFACE MOTION
 KO0407
 KO0407  HISTORY     - Date     Condition        Report By
 KO0407  HISTORY     - 1938     MONUMENTED       CGS
 KO0407
 KO0407                          STATION DESCRIPTION
 KO0407
 KO0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KO0407'STATION IS LOCATED ABOUT 4-1/2 MILES ENE OF SCIPIO, UTAH,
 KO0407'AND ABOUT 7 MILES S OF BRIDGE AT W END OF SEVIER BRIDGE
 KO0407'RESERVOIR, ON HIGHEST POINT OF HILLS DIVIDING SEVIER RIVER
 KO0407'AND ROUND VALLEY, IN SEC. 1, T 18 S, R 2 W.
 KO0407'
 KO0407'SURFACE, REFERENCE, AND AZIMUTH (REFERENCE MARK NO. 3) MARKS
 KO0407'ARE STANDARD BRONZE DISKS IN BOULDERS.
 KO0407'
 KO0407'STATION IS REACHED FROM SCIPIO, UTAH, BY GOING E FROM POST
 KO0407'OFFICE 0.25 MILE TO AN IRRIGATION DITCH.  MR. IVY LIVES IN
 KO0407'HOUSE ON L, KNOWS WHERE STATION IS, AND CAN FURNISH HORSES.
 KO0407'CROSS DITCH AND BEAR L THRU WIRE GATE.  THENCE E THRU LANE 0.2
 KO0407'MILE TO A TURN N.  JOG L 0.05 MILE, THENCE R 0.25 MILE TO
 KO0407'WIRE GATE WHERE LANE TURNS S.  GO STRAIGHT AHEAD THRU WIRE GATE,
 KO0407'TAKE L FORK CROSSING SMALL WASH AND GO 1.05 MILES TO ANOTHER
 KO0407'WIRE GATE.  AZIMUTH MARK IS 74 FEET E OF THIS GATE AND IS 15
 KO0407'FEET S OF ROAD, IN A BOULDER PROTRUDING 5 INCHES ABOVE
 KO0407'GROUND.  CONTINUE 0.95 MILE TO FORK.  TAKE L FORK AND GO 0.3
 KO0407'MILE WHICH IS AS FAR AS TRUCK CAN BE DRIVEN.  CONTINUE UP MAIN
 KO0407'WASH, FOLLOWING AN OLD WAGON ROAD, TO ITS HEAD AND TOP OF
 KO0407'RIDGE.  THENCE R ALONG RIDGE TO HIGHEST POINT AND STATION.  IT
 KO0407'IS A 2 HOUR PACK.  AZIMUTH MARK IS 1000 FEET LOWER THAN
 KO0407'STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0541 ***********************************************************************
 JO0541  DESIGNATION -  SEVIER LAKE
 JO0541  PID         -  JO0541
 JO0541  STATE/COUNTY-  UT/MILLARD
 JO0541  COUNTRY     -  US
 JO0541  USGS QUAD   -  NEEDLE POINT (2017)
 JO0541
 JO0541                         *CURRENT SURVEY CONTROL
 JO0541  ______________________________________________________________________
 JO0541* NAD 83(1994) POSITION- 38 55 01.16385(N) 113 12 38.38943(W)   ADJUSTED
 JO0541* NAVD 88 ORTHO HEIGHT -  1408.9   (meters)     4622.    (feet) VERTCON3
 JO0541  ______________________________________________________________________
 JO0541  GEOID HEIGHT    -        -20.542 (meters)                     GEOID18
 JO0541  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 JO0541  HORZ ORDER      -  FIRST
 JO0541
 JO0541.The horizontal coordinates were established by classical geodetic methods
 JO0541.and adjusted by the National Geodetic Survey in November 1997.
 JO0541
 JO0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0541
 JO0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0541.GEOID18 height accuracy estimate available here.
 JO0541
 JO0541.Click photographs - Photos may exist for this station.
 JO0541
 JO0541.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0541
 JO0541. The following values were computed from the NAD 83(1994) position.
 JO0541
 JO0541;                    North         East     Units Scale Factor Converg.
 JO0541;SPC UT C     - 2,066,217.520   351,643.531   MT  1.00002609   -1 05 44.9
 JO0541;SPC UT C     - 6,778,915.31  1,153,683.82   sFT  1.00002609   -1 05 44.9
 JO0541;UTM  12      - 4,309,888.275   308,341.151   MT  1.00005234   -1 23 20.9
 JO0541
 JO0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0541!SPC UT C     -   0.99978221  x   1.00002609  =   0.99980830
 JO0541!UTM  12      -   0.99978221  x   1.00005234  =   0.99983454
 JO0541
 JO0541:                Primary Azimuth Mark                     Grid Az
 JO0541:SPC UT C     -  SNOW                                     077 01 44.5
 JO0541:UTM  12      -  SNOW                                     077 19 20.5
 JO0541
 JO0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ0834109888(NAD 83)
 JO0541
 JO0541|---------------------------------------------------------------------|
 JO0541| PID    Reference Object                     Distance      Geod. Az  |
 JO0541|                                                           dddmmss.s |
 JO0541| CM5974 SEVIER LAKE RM 1                      4.742 METERS 03228     |
 JO0541| JO0537 SNOW                                APPROX.22.8 KM 0755559.6 |
 JO0541| CM5975 SEVIER LAKE RM 2                      6.774 METERS 12704     |
 JO0541| CM5973 SEVIER LAKE AZ MK                                  2852805.3 |
 JO0541|---------------------------------------------------------------------|
 JO0541
 JO0541                          SUPERSEDED SURVEY CONTROL
 JO0541
 JO0541  NAD 83(1986)-  38 55 01.15819(N)    113 12 38.38625(W) AD(       ) 1
 JO0541  NAD 27      -  38 55 01.31550(N)    113 12 35.52440(W) AD(       ) 1
 JO0541  NGVD 29 (07/19/86) 1407.8    (m)         4619.     (f) VERT ANG       
 JO0541
 JO0541.Superseded values are not recommended for survey control.
 JO0541
 JO0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0541.See file dsdata.pdf to determine how the superseded data were derived.
 JO0541
 JO0541_MARKER: DS = TRIANGULATION STATION DISK
 JO0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0541_STAMPING: SEVIER LAKE 1957
 JO0541_MARK LOGO: CGS
 JO0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0541+STABILITY: SURFACE MOTION
 JO0541
 JO0541  HISTORY     - Date     Condition        Report By
 JO0541  HISTORY     - 1957     MONUMENTED       CGS
 JO0541  HISTORY     - 1971     GOOD             USGS
 JO0541
 JO0541                          STATION DESCRIPTION
 JO0541
 JO0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 JO0541'STATION IS LOCATED NEAR THE CENTER OF THE PENINSULA WHICH
 JO0541'RUNS OUT EAST INTO SEVIER LAKE AND ABOUT 2-2/3 MILES EAST
 JO0541'OF A DIRT ROAD WHICH RUNS NORTH AND SOUTH ALONG THE WEST
 JO0541'EDGE OF THE LAKE.  IT IS, AIRLINE, ABOUT 50 MILES EAST OF
 JO0541'BAKER, NEVADA, 45 MILES SOUTHWEST OF DELTA AND 18 MILES
 JO0541'SOUTHEAST OF NOTCH PEAK.
 JO0541'
 JO0541'TO REACH THE STATION FROM THE BUSINESS CENTER IN DELTA, GO
 JO0541'WEST ON U.S. HIGHWAY 50 AND 6 FOR 41.5 MILES TO A DIRT CROSSROAD.
 JO0541'TURN LEFT, SOUTH, AND FOLLOW THE MAIN TRAVELED ROAD FOR 10.9
 JO0541'MILES TO A DIM CROSSROAD JUST BEFORE GOING DOWN INTO A LARGE
 JO0541'DRY WASH.  TURN LEFT, EAST, AND GO 1.4 MILES TO A FORK.  TAKE
 JO0541'THE LEFT FORK AND GO 0.7 MILE TO A REVERSE FORK AND THE AZIMUTH
 JO0541'MARK ON THE LEFT.  KEEP RIGHT AND FOLLOW THE TRACK ROAD FOR
 JO0541'0.5 MILE TO THE END OF THE ROAD AND THE STATION ON THE LEFT.
 JO0541'
 JO0541'STATION MARK, STAMPED SEVIER LAKE 1957, IS A STANDARD DISK
 JO0541'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 JO0541'1 INCH.  IT IS 8 FEET NORTH NORTHEAST OF A WITNESS POST.
 JO0541'
 JO0541'REFERENCE MARK NUMBER 1, STAMPED SEVIER LAKE NO 1 1957, IS
 JO0541'A STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 JO0541'POST THAT PROJECTS 1 INCH AND IS AT THE SAME ELEVATION AS THE
 JO0541'STATION.  IT IS AT THE NORTH EDGE OF THE RIDGE WHERE IT STARTS
 JO0541'TO SLOPE GRADUALLY TO THE DRY LAKE.
 JO0541'
 JO0541'REFERENCE MARK NUMBER 2, STAMPED SEVIER LAKE NO 2 1957, IS A
 JO0541'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 JO0541'POST THAT PROJECTS 3 INCHES AND IS AT THE SAME ELEVATION AS
 JO0541'THE STATION.
 JO0541'
 JO0541'AZIMUTH MARK, STAMPED SEVIER LAKE 1957, IS A STANDARD DISK
 JO0541'SET IN THE TOP OF A TEN GALLON MILK CAN FILLED WITH CONCRETE.
 JO0541'IT PROJECTS 2 INCHES AND IS 10 INCHES IN DIAMETER ON TOP.
 JO0541'IT IS IN THE FORKS OF TWO TRACK ROADS AND 33 FEET NORTHWEST
 JO0541'OF THE CENTERLINE INTERSECTION OF THE TRACK ROADS.
 JO0541'
 JO0541'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
 JO0541
 JO0541                          STATION RECOVERY (1971)
 JO0541
 JO0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JO0541'INSTRUMENT STAND IS 4.3 FT ABOVE STATION MARK.
 JO0541'
 JO0541'ALL MARKS IN GOOD CONDITION.
 JO0541'
 JO0541'REACHED BY HELICOPTER.
 JO0541'
 JO0541'STATION MARK--STANDARD DISK, STAMPED ---SEVIER LAKE 1957---, SET IN
 JO0541'THE TOP OF A 10 IN. SQUARE CONCRETE POST THAT PROJECTS 1 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI2249 ***********************************************************************
 AI2249  SACS        -  This is a Secondary Airport Control Station.
 AI2249  DESIGNATION -  SGU C
 AI2249  PID         -  AI2249
 AI2249  STATE/COUNTY-  UT/WASHINGTON
 AI2249  COUNTRY     -  US
 AI2249  USGS QUAD   -  SAINT GEORGE (2017)
 AI2249
 AI2249                         *CURRENT SURVEY CONTROL
 AI2249  ______________________________________________________________________
 AI2249* NAD 83(2011) POSITION- 37 05 51.41430(N) 113 35 36.97857(W)   ADJUSTED
 AI2249* NAD 83(2011) ELLIP HT-   869.700 (meters)        (06/27/12)   ADJUSTED
 AI2249* NAD 83(2011) EPOCH   -  2010.00
 AI2249* NAVD 88 ORTHO HEIGHT -   894.24  (meters)     2933.9   (feet) GPS OBS
 AI2249  ______________________________________________________________________
 AI2249  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AI2249  GEOID HEIGHT    -        -24.461 (meters)                     GEOID96
 AI2249  GEOID HEIGHT    -        -24.568 (meters)                     GEOID18
 AI2249  NAD 83(2011) X  - -2,038,920.948 (meters)                     COMP
 AI2249  NAD 83(2011) Y  - -4,668,325.829 (meters)                     COMP
 AI2249  NAD 83(2011) Z  -  3,826,563.947 (meters)                     COMP
 AI2249  LAPLACE CORR    -          1.22  (seconds)                    DEFLEC18
 AI2249
 AI2249  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI2249  Standards:
 AI2249         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI2249            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI2249  -------------------------------------------------------------------
 AI2249  NETWORK    0.55   0.71           0.25   0.19   0.36     -0.03658461
 AI2249  -------------------------------------------------------------------
 AI2249  Click here for local accuracies and other accuracy information.
 AI2249
 AI2249.This mark is at St George Airport (SGU)
 AI2249
 AI2249.The horizontal coordinates were established by GPS observations
 AI2249.and adjusted by the National Geodetic Survey in June 2012.
 AI2249
 AI2249.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI2249.been affixed to the stable North American tectonic plate. See 
 AI2249.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI2249
 AI2249.The horizontal coordinates are valid at the epoch date displayed above
 AI2249.which is a decimal equivalence of Year/Month/Day.
 AI2249
 AI2249.The orthometric height was determined by GPS observations and a
 AI2249.high-resolution geoid model.
 AI2249
 AI2249.GPS derived orthometric heights for airport stations designated as
 AI2249.PACS or SACS are published to 2 decimal places.  This maintains
 AI2249.centimeter relative accuracy between the PACS and SACS.  It does
 AI2249.not indicate centimeter accuracy relative to other marks which are
 AI2249.part of the published vertical control network.
 AI2249
 AI2249.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2249.GEOID18 height accuracy estimate available here.
 AI2249
 AI2249.Click photographs - Photos may exist for this station.
 AI2249
 AI2249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2249
 AI2249.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI2249
 AI2249.The ellipsoidal height was determined by GPS observations
 AI2249.and is referenced to NAD 83.
 AI2249
 AI2249. The following values were computed from the NAD 83(2011) position.
 AI2249
 AI2249;                    North         East     Units Scale Factor Converg.
 AI2249;SPC UT S     - 3,049,911.678   313,894.553   MT  1.00002254   -1 16 57.8
 AI2249;SPC UT S     -10,006,251.90  1,029,835.71   sFT  1.00002254   -1 16 57.8
 AI2249;UTM  12      - 4,108,849.155   269,504.914   MT  1.00025452   -1 33 54.3
 AI2249
 AI2249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2249!SPC UT S     -   0.99986354  x   1.00002254  =   0.99988607
 AI2249!UTM  12      -   0.99986354  x   1.00025452  =   1.00011802
 AI2249
 AI2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG6950408849(NAD 83)
 AI2249
 AI2249                          SUPERSEDED SURVEY CONTROL
 AI2249
 AI2249  NAD 83(2007)-  37 05 51.41420(N)    113 35 36.97877(W) AD(2002.00) 0
 AI2249  ELLIP H (02/10/07)  869.716  (m)                       GP(2002.00)    
 AI2249  ELLIP H (02/21/02)  869.725  (m)                       GP(       ) 4 1
 AI2249  NAD 83(1994)-  37 05 51.41356(N)    113 35 36.97667(W) AD(       ) 1
 AI2249  ELLIP H (10/25/99)  869.816  (m)                       GP(       ) 4 1
 AI2249
 AI2249.Superseded values are not recommended for survey control.
 AI2249
 AI2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2249.See file dsdata.pdf to determine how the superseded data were derived.
 AI2249
 AI2249_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2249_SETTING: 66 = SET IN ROCK OUTCROP
 AI2249_STAMPING: SGU C 1999
 AI2249_MARK LOGO: NGS
 AI2249_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2249+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2249
 AI2249  HISTORY     - Date     Condition        Report By
 AI2249  HISTORY     - 1999     MONUMENTED       NGS
 AI2249
 AI2249                          STATION DESCRIPTION
 AI2249
 AI2249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI2249'THE STATION IS LOCATED ON A LARGE NORTH-SOUTH RIDGE ON THE WEST SIDE
 AI2249'OF ST GEORGE AT THE NORTH SIDE OF THE ST GEORGE MUNICIPAL AIRPORT IN A
 AI2249'DIRT AREA BETWEEN THE RUNWAY AND THE PARALLEL TAXIWAY IN A 2 FT (0.6
 AI2249'M) BY 2 FT (0.6 M) AREA OF EXPOSED BEDROCK ON LINE WITH THE EXTENDED
 AI2249'CENTER LINE OF A CONNECTOR TAXIWAY LEADING TO THE TERMINAL RAMP.
 AI2249'OWNERSHIP--CITY OF ST GEORGE, AIRPORT MANAGER IS JACK JEPPSON, 175
 AI2249'EAST 200 NORTH, ST GEORGE, UT 84770.  PHONE 435-634-5800. CONTACT ONE
 AI2249'DAY IN ADVANCE FOR ESCORT OR PERMISSION TO OCCUPY THIS STATION.  TO
 AI2249'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 AND STATE
 AI2249'HIGHWAY 18 (BLUFF STREET) ON THE SOUTH SIDE OF ST GEORGE GO NORTHERLY
 AI2249'ON BLUFF STREET FOR 1.8 MI (2.9 KM) TO A INTERSECTION, TURN LEFT AND
 AI2249'GO WESTERLY (UPHILL) ON AIRPORT ROAD FOR 0.85 MI (1.37 KM) TO THE
 AI2249'TERMINAL ON THE LEFT, CONTINUE AHEAD AND GO SOUTHERLY ON AIRPORT ROAD
 AI2249'FOR 0.5 MI (0.8 KM) TO A GATE AHEAD, PASS THROUGH GATE, TURN RIGHT AND
 AI2249'GO WEST ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO A PARALLEL TAXIWAY,
 AI2249'TURN RIGHT AND GO NORTH ON THE PARALLEL TAXIWAY (A) FOR 0.7 MI (1.1
 AI2249'KM) TO THE APPROACH END OF RUNWAY 16 ON THE LEFT, TURN LEFT AND GO
 AI2249'WEST ACROSS THE RUNWAY FOR 0.05 MI (0.08 KM) TO A PARALLEL TAXIWAY,
 AI2249'TURN LEFT AND GO SOUTH ON THE PARALLEL TAXIWAY (B) FOR 0.15 MI (0.24
 AI2249'KM) TO THE STATION ON THE LEFT.  THE STATION IS SET INTO A 2 FT (0.6
 AI2249'M) BY 2 FT (0.6 M) AREA OF EXPOSED BEDROCK, 163.0 FT (49.7 M) WEST OF
 AI2249'THE RUNWAY CENTER AND 37.0 WEST OF THE TAXIWAY CENTER, 131.0 FT (39.9
 AI2249'M) NORTH OF A TAXIWAY LIGHT AND 68.3 FT (20.8 M) SOUTHEAST OF A
 AI2249'TAXIWAY LIGHT.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI2250 ***********************************************************************
 AI2250  SACS        -  This is a Secondary Airport Control Station.
 AI2250  DESIGNATION -  SGU D
 AI2250  PID         -  AI2250
 AI2250  STATE/COUNTY-  UT/WASHINGTON
 AI2250  COUNTRY     -  US
 AI2250  USGS QUAD   -  SAINT GEORGE (2017)
 AI2250
 AI2250                         *CURRENT SURVEY CONTROL
 AI2250  ______________________________________________________________________
 AI2250* NAD 83(2011) POSITION- 37 04 59.39476(N) 113 35 33.24978(W)   ADJUSTED
 AI2250* NAD 83(2011) ELLIP HT-   851.321 (meters)        (06/27/12)   ADJUSTED
 AI2250* NAD 83(2011) EPOCH   -  2010.00
 AI2250* NAVD 88 ORTHO HEIGHT -   875.89  (meters)     2873.6   (feet) GPS OBS
 AI2250  ______________________________________________________________________
 AI2250  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AI2250  GEOID HEIGHT    -        -24.491 (meters)                     GEOID96
 AI2250  GEOID HEIGHT    -        -24.606 (meters)                     GEOID18
 AI2250  NAD 83(2011) X  - -2,039,217.807 (meters)                     COMP
 AI2250  NAD 83(2011) Y  - -4,669,235.648 (meters)                     COMP
 AI2250  NAD 83(2011) Z  -  3,825,273.492 (meters)                     COMP
 AI2250  LAPLACE CORR    -          1.74  (seconds)                    DEFLEC18
 AI2250
 AI2250  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI2250  Standards:
 AI2250         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI2250            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI2250  -------------------------------------------------------------------
 AI2250  NETWORK    0.56   0.74           0.25   0.20   0.38     -0.03402931
 AI2250  -------------------------------------------------------------------
 AI2250  Click here for local accuracies and other accuracy information.
 AI2250
 AI2250.This mark is at St George Airport (SGU)
 AI2250
 AI2250.The horizontal coordinates were established by GPS observations
 AI2250.and adjusted by the National Geodetic Survey in June 2012.
 AI2250
 AI2250.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI2250.been affixed to the stable North American tectonic plate. See 
 AI2250.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI2250
 AI2250.The horizontal coordinates are valid at the epoch date displayed above
 AI2250.which is a decimal equivalence of Year/Month/Day.
 AI2250
 AI2250.The orthometric height was determined by GPS observations and a
 AI2250.high-resolution geoid model.
 AI2250
 AI2250.GPS derived orthometric heights for airport stations designated as
 AI2250.PACS or SACS are published to 2 decimal places.  This maintains
 AI2250.centimeter relative accuracy between the PACS and SACS.  It does
 AI2250.not indicate centimeter accuracy relative to other marks which are
 AI2250.part of the published vertical control network.
 AI2250
 AI2250.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2250.GEOID18 height accuracy estimate available here.
 AI2250
 AI2250.Click photographs - Photos may exist for this station.
 AI2250
 AI2250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2250
 AI2250.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI2250
 AI2250.The ellipsoidal height was determined by GPS observations
 AI2250.and is referenced to NAD 83.
 AI2250
 AI2250. The following values were computed from the NAD 83(2011) position.
 AI2250
 AI2250;                    North         East     Units Scale Factor Converg.
 AI2250;SPC UT S     - 3,048,306.343   313,950.728   MT  1.00002557   -1 16 55.5
 AI2250;SPC UT S     -10,000,985.06  1,030,020.01   sFT  1.00002557   -1 16 55.5
 AI2250;UTM  12      - 4,107,243.193   269,553.196   MT  1.00025425   -1 33 50.2
 AI2250
 AI2250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2250!SPC UT S     -   0.99986642  x   1.00002557  =   0.99989199
 AI2250!UTM  12      -   0.99986642  x   1.00025425  =   1.00012064
 AI2250
 AI2250:                Primary Azimuth Mark                     Grid Az
 AI2250:SPC UT S     -  FAA SGU A                                000 39 25.9
 AI2250:UTM  12      -  FAA SGU A                                000 56 20.6
 AI2250
 AI2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG6955307243(NAD 83)
 AI2250
 AI2250|---------------------------------------------------------------------|
 AI2250| PID    Reference Object                     Distance      Geod. Az  |
 AI2250|                                                           dddmmss.s |
 AI2250| AA3673 FAA SGU A                           APPROX. 0.6 KM 3592230.4 |
 AI2250|---------------------------------------------------------------------|
 AI2250
 AI2250                          SUPERSEDED SURVEY CONTROL
 AI2250
 AI2250  NAD 83(2007)-  37 04 59.39466(N)    113 35 33.24998(W) AD(2002.00) 0
 AI2250  ELLIP H (02/10/07)  851.338  (m)                       GP(2002.00)    
 AI2250  ELLIP H (02/21/02)  851.346  (m)                       GP(       ) 4 1
 AI2250  NAD 83(1994)-  37 04 59.39402(N)    113 35 33.24788(W) AD(       ) 1
 AI2250  ELLIP H (10/25/99)  851.437  (m)                       GP(       ) 4 1
 AI2250
 AI2250.Superseded values are not recommended for survey control.
 AI2250
 AI2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2250.See file dsdata.pdf to determine how the superseded data were derived.
 AI2250
 AI2250_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2250_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI2250_SP_SET: HEADWALL
 AI2250_STAMPING: SGU D 1999
 AI2250_MARK LOGO: NGS
 AI2250_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2250+STABILITY: SURFACE MOTION
 AI2250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2250+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2250
 AI2250  HISTORY     - Date     Condition        Report By
 AI2250  HISTORY     - 1999     MONUMENTED       NGS
 AI2250
 AI2250                          STATION DESCRIPTION
 AI2250
 AI2250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI2250'THE STATION IS LOCATED ON A LARGE NORTH-SOUTH RIDGE ON THE WEST SIDE
 AI2250'OF ST GEORGE AT THE SOUTH SIDE OF ST GEORGE MUNICIPAL AIRPORT IN A
 AI2250'DIRT AREA BETWEEN THE RUNWAY AND THE PARALLEL TAXIWAY IN THE SOUTHWEST
 AI2250'CORNER OF A 4 FT (1.2 M) BY 4 FT (1.2 M) CONCRETE CULVERT HEADWALL
 AI2250'WITH A SQUARE METAL GRATE.  OWNERSHIP--CITY OF ST GEORGE, AIRPORT
 AI2250'MANAGER IS JACK JEPPSON, 175 EAST 200 NORTH, ST GEORGE, UT 84770.
 AI2250'PHONE 435-634-5800.  CONTACT ONE DAY IN ADVANCE FOR ESCORT OR
 AI2250'PERMISSION TO OCCUPY THIS STATION.  TO REACH THE STATION FROM THE
 AI2250'JUNCTION OF INTERSTATE HIGHWAY 15 AND STATE HIGHWAY 18 (BLUFF STREET)
 AI2250'ON THE SOUTH SIDE OF ST GEORGE GO NORTHERLY ON BLUFF STREET FOR 1.8 MI
 AI2250'(2.9 KM) TO A INTERSECTION, TURN LEFT AND GO WESTERLY (UPHILL) ON
 AI2250'AIRPORT ROAD FOR 0.85 MI (1.37 KM) TO THE TERMINAL ON THE LEFT,
 AI2250'CONTINUE AHEAD AND GO SOUTHERLY ON AIRPORT ROAD FOR 0.5 MI (0.8 KM) TO
 AI2250'A GATE AHEAD, PASS THROUGH GATE, TURN RIGHT AND GO WEST ACROSS THE
 AI2250'APRON FOR 0.1 MI (0.2 KM) TO A PARALLEL TAXIWAY, TURN LEFT AND GO
 AI2250'SOUTH ON THE TAXIWAY (A) FOR 0.4 MI (0.6 KM) TO THE STATION ON THE
 AI2250'LEFT (JUST BEFORE TAXIWAY TURNS TO THE RUNWAY) .  THE STATION IS SET
 AI2250'INTO THE SOUTHWEST CORNER OF A 4 FT (1.2 M) BY 4 FT (1.2 M) CONCRETE
 AI2250'HEADWALL WITH A SQUARE METAL GRATE, 149.0 FT (45.4 M) EAST OF THE
 AI2250'RUNWAY CENTER, 80.3 FT (24.5 M) NORTH OF THE CONNECTOR TAXIWAY CENTER
 AI2250'AND 51.5 FT (15.7 M) WEST OF THE PARALLEL TAXIWAY CENTER.  THIS IS A
 AI2250'SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0549 ***********************************************************************
 JM0549  DESIGNATION -  SHAFT
 JM0549  PID         -  JM0549
 JM0549  STATE/COUNTY-  UT/SAN JUAN
 JM0549  COUNTRY     -  US
 JM0549  USGS QUAD   -  UPHEAVAL DOME (2017)
 JM0549
 JM0549                         *CURRENT SURVEY CONTROL
 JM0549  ______________________________________________________________________
 JM0549* NAD 83(1994) POSITION- 38 22 53.88374(N) 109 53 41.71983(W)   ADJUSTED
 JM0549* NAVD 88 ORTHO HEIGHT -  1930.1   (meters)     6332.    (feet) VERTCON3
 JM0549  ______________________________________________________________________
 JM0549  GEOID HEIGHT    -        -20.199 (meters)                     GEOID18
 JM0549  LAPLACE CORR    -          4.61  (seconds)                    DEFLEC18
 JM0549  HORZ ORDER      -  SECOND
 JM0549
 JM0549.The horizontal coordinates were established by classical geodetic methods
 JM0549.and adjusted by the National Geodetic Survey in November 1997.
 JM0549
 JM0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0549
 JM0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0549.GEOID18 height accuracy estimate available here.
 JM0549
 JM0549.Click photographs - Photos may exist for this station.
 JM0549
 JM0549.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0549
 JM0549. The following values were computed from the NAD 83(1994) position.
 JM0549
 JM0549;                    North         East     Units Scale Factor Converg.
 JM0549;SPC UT S     - 3,191,543.266   640,238.116   MT  1.00000561   +0 59 00.3
 JM0549;SPC UT S     -10,470,921.53  2,100,514.55   sFT  1.00000561   +0 59 00.3
 JM0549;UTM  12      - 4,248,737.494   596,519.310   MT  0.99971473   +0 41 10.3
 JM0549
 JM0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0549!SPC UT S     -   0.99970041  x   1.00000561  =   0.99970602
 JM0549!UTM  12      -   0.99970041  x   0.99971473  =   0.99941523
 JM0549
 JM0549:                Primary Azimuth Mark                     Grid Az
 JM0549:SPC UT S     -  SHAFT AZ MK                              015 21 49.0
 JM0549:UTM  12      -  SHAFT AZ MK                              015 39 39.0
 JM0549
 JM0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH9651948737(NAD 83)
 JM0549
 JM0549|---------------------------------------------------------------------|
 JM0549| PID    Reference Object                     Distance      Geod. Az  |
 JM0549|                                                           dddmmss.s |
 JM0549| CM7119 SHAFT AZ MK                                        0162049.3 |
 JM0549| CM7121 SHAFT RM 2                            5.242 METERS 11522     |
 JM0549| CM7120 SHAFT RM 1                            4.043 METERS 21517     |
 JM0549|---------------------------------------------------------------------|
 JM0549
 JM0549                          SUPERSEDED SURVEY CONTROL
 JM0549
 JM0549  NAD 83(1986)-  38 22 53.87331(N)    109 53 41.71922(W) AD(       ) 2
 JM0549  NAD 27      -  38 22 53.93287(N)    109 53 39.27887(W) AD(       ) 2
 JM0549  NGVD 29 (07/19/86) 1929.1    (m)         6329.     (f) VERT ANG       
 JM0549
 JM0549.Superseded values are not recommended for survey control.
 JM0549
 JM0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0549.See file dsdata.pdf to determine how the superseded data were derived.
 JM0549
 JM0549_MARKER: DD = SURVEY DISK
 JM0549_SETTING: 66 = SET IN ROCK OUTCROP
 JM0549_STAMPING: SHAFT 1951
 JM0549_MARK LOGO: USGS
 JM0549_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0549+STABILITY: POSITION/ELEVATION WELL
 JM0549
 JM0549  HISTORY     - Date     Condition        Report By
 JM0549  HISTORY     - 1951     MONUMENTED       USGS
 JM0549  HISTORY     - 1963     GOOD             CGS
 JM0549  HISTORY     - 1963     GOOD             USGS
 JM0549  HISTORY     - 20091201 POOR             GEOCAC
 JM0549
 JM0549                          STATION DESCRIPTION
 JM0549
 JM0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JM0549'THE STATION IS LOCATED ABOUT 45-1/2 MILES EAST OF HANKSVILLE,
 JM0549'23 MILES SOUTHWEST OF MOAB, 13 MILES NORTH OF THE JUNCTION OF
 JM0549'THE GREEN AND COLORADO RIVERS, 0.4 MILE SOUTH OF AN OLD OIL
 JM0549'WELL SITE ON THE WEST EDGE OF A POINT OF LAND KNOWN AS GRAND
 JM0549'RIVER POINT AND ON THE HIGHEST ONE OF SEVERAL DOME SHAPED
 JM0549'ROCKS.  THE SOUTH SIDE OF THE DOME IS SPLIT OFF FORMING SHEER
 JM0549'WALLS SEVERAL HUNDRED FEET HIGH.
 JM0549'
 JM0549'TO REACH THE STATION BY HELICOPTER FROM THE HANKSVILLE AIRPORT
 JM0549'FLY EAST ON A TRUE COURSE OF 95 DEGREES FOR ABOUT 45 MILES TO
 JM0549'THE DOME AND THE STATION.  TO REACH THE AZIMUTH MARK FROM THE
 JM0549'STATION PACK NORTHWEST DOWN OFF THE DOME INTO A DRAW THENCE
 JM0549'NORTHEAST DOWN THE DRAW AND UP ON THE NORTH END OF THE RIM ROCK
 JM0549'AND THE MARK.
 JM0549'
 JM0549'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 JM0549'SHAFT 1951, CEMENTED IN A DRILL HOLE IN BEDROCK ON THE HIGHEST
 JM0549'POINT OF THE DOME.
 JM0549'
 JM0549'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 JM0549'DISK, STAMPED SHAFT NO 1 1951, CEMENTED IN A DRILL HOLE IN
 JM0549'BEDROCK ABOUT LEVEL WITH THE STATION.  IT IS 12 FEET NORTH
 JM0549'OF THE SOUTH EDGE OF THE DOME.
 JM0549'
 JM0549'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 JM0549'DISK, STAMPED SHAFT NO 2 1951, CEMENTED IN A DRILL HOLE IN
 JM0549'BEDROCK ABOUT LEVEL WITH THE STATION.
 JM0549'
 JM0549'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SHAFT USGS 1963,
 JM0549'CEMENTED IN A DRILL HOLE IN A BOULDER 20 BY 25 FEET IN CROSS
 JM0549'SECTION PROJECTING 15 FEET ON THE NORTHWEST SIDE AND FLUSH
 JM0549'ON THE SOUTHEAST SIDE.  IT IS ON THE NORTHERLY MOST POINT OF
 JM0549'RIM ROCK THAT IS ON THE WEST SIDE OF A BARE SANDSTONE DOME,
 JM0549'200 FEET SOUTHEAST OF THE SOUTH CORNER OF THE OLD OIL WELL
 JM0549'SITE AND 1.0 FEET WEST OF A SMALL CAIRN.
 JM0549
 JM0549                          STATION RECOVERY (1963)
 JM0549
 JM0549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JM0549'RECOVERED.
 JM0549
 JM0549                          STATION RECOVERY (2009)
 JM0549
 JM0549'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0549'POOR CONDITION.  ALL THREE DRILL HOLES WERE FOUND AT THE STATION
 JM0549'LOCATION, BUT THE DISKS HAVE BEEN REMOVED.  AZ DISK WAS FOUND ON THE
 JM0549'016 DEGREE BEARING, O.30 MI, JUST EAST OF A NATIONAL PARK STORAGE
 JM0549'AREA.  BEST ACCESS IS VIA THE GATED SERVICE ROAD TO THIS STORAGE AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0439 ***********************************************************************
 LP0439  DESIGNATION -  SHAG
 LP0439  PID         -  LP0439
 LP0439  STATE/COUNTY-  UT/SALT LAKE
 LP0439  COUNTRY     -  US
 LP0439  USGS QUAD   -  TICKVILLE SPRING (2017)
 LP0439
 LP0439                         *CURRENT SURVEY CONTROL
 LP0439  ______________________________________________________________________
 LP0439* NAD 83(1994) POSITION- 40 29 49.52304(N) 112 04 56.70275(W)   ADJUSTED
 LP0439* NAVD 88 ORTHO HEIGHT -  1850.6   (meters)     6072.    (feet) VERTCON3
 LP0439  ______________________________________________________________________
 LP0439  GEOID HEIGHT    -        -17.094 (meters)                     GEOID18
 LP0439  LAPLACE CORR    -         -8.68  (seconds)                    DEFLEC18
 LP0439  HORZ ORDER      -  THIRD
 LP0439
 LP0439.The horizontal coordinates were established by classical geodetic methods
 LP0439.and adjusted by the National Geodetic Survey in November 1997.
 LP0439
 LP0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0439
 LP0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0439.GEOID18 height accuracy estimate available here.
 LP0439
 LP0439.Click photographs - Photos may exist for this station.
 LP0439
 LP0439.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0439
 LP0439. The following values were computed from the NAD 83(1994) position.
 LP0439
 LP0439;                    North         East     Units Scale Factor Converg.
 LP0439;SPC UT C     - 2,240,384.658   450,629.694   MT  0.99996554   -0 22 23.1
 LP0439;SPC UT C     - 7,350,328.67  1,478,440.92   sFT  0.99996554   -0 22 23.1
 LP0439;UTM  12      - 4,483,494.375   408,277.767   MT  0.99970356   -0 42 10.7
 LP0439
 LP0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0439!SPC UT C     -   0.99971247  x   0.99996554  =   0.99967802
 LP0439!UTM  12      -   0.99971247  x   0.99970356  =   0.99941611
 LP0439
 LP0439:                Primary Azimuth Mark                     Grid Az
 LP0439:SPC UT C     -  AIRWAY BN 60 SW OF RIVERTON              132 40 09.2
 LP0439:UTM  12      -  AIRWAY BN 60 SW OF RIVERTON              132 59 56.8
 LP0439
 LP0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK0827783494(NAD 83)
 LP0439
 LP0439|---------------------------------------------------------------------|
 LP0439| PID    Reference Object                     Distance      Geod. Az  |
 LP0439|                                                           dddmmss.s |
 LP0439| CM5976 SHAG RM 1                             3.620 METERS 00602     |
 LP0439| LP0436 AIRWAY BN 60 SW OF RIVERTON         APPROX. 4.9 KM 1321746.1 |
 LP0439| CM5977 SHAG RM 2                             4.252 METERS 21542     |
 LP0439|---------------------------------------------------------------------|
 LP0439
 LP0439                          SUPERSEDED SURVEY CONTROL
 LP0439
 LP0439  NAD 83(1993)-  40 29 49.52245(N)    112 04 56.70129(W) AD(       ) 3
 LP0439  NAD 83(1986)-  40 29 49.51256(N)    112 04 56.69620(W) AD(       ) 3
 LP0439  NAD 27      -  40 29 49.69884(N)    112 04 53.91547(W) AD(       ) 3
 LP0439  NGVD 29 (07/19/86) 1849.5    (m)         6068.     (f) VERT ANG       
 LP0439
 LP0439.Superseded values are not recommended for survey control.
 LP0439
 LP0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0439.See file dsdata.pdf to determine how the superseded data were derived.
 LP0439
 LP0439_MARKER: DB = BENCH MARK DISK
 LP0439_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0439_STAMPING: SHAG 1950
 LP0439_MARK LOGO: USGS
 LP0439_PROJECTION: PROJECTING 8 CENTIMETERS
 LP0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0439
 LP0439  HISTORY     - Date     Condition        Report By
 LP0439  HISTORY     - 1950     MONUMENTED       USGS
 LP0439  HISTORY     - 1973     GOOD             USGS
 LP0439
 LP0439                          STATION DESCRIPTION
 LP0439
 LP0439'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (JRS)
 LP0439'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF RIVERTON, 3
 LP0439'MILES SOUTH OF HERRIMAN, 2 MILES SOUTH-SOUTHEAST OF LARK, 2.5 MILES
 LP0439'NORTH OF THE UTAH-SALT LAKE COUNTY LINE, IN THE SOUTHEAST 1/4
 LP0439'OF SECTION 5, T 4 S, R 2 W AND ON THE SUMMIT OF A LOW VERY ROCKY
 LP0439'PEAK.  THE PROPERTY IS OWNED BY THE HI COUNTRY ESTATES, PHONE
 LP0439'NUMBER 254-4558.
 LP0439'
 LP0439'TO REACH THE STATION FROM MAIN STREET, (13100 SOUTH) AND PIONEER
 LP0439'STREET, (6000 WEST) IN THE VILLAGE OF HERRIMAN GO WEST ON MAIN
 LP0439'STREET FOR 1.7 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 LP0439'WEST ON THE GRAVELED ROAD FOR 0.2 MILE TO A GATE TO THE HI
 LP0439'COUNTRY ESTATES.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.3 MILE
 LP0439'TO A SIDE ROAD LEFT, (SHAGGY MOUNTAIN ROAD).  TURN LEFT AND GO
 LP0439'SOUTH AND WEST ON THE GRAVELED ROAD FOR 0.8 MILE TO A
 LP0439'T-INTERSECTION, (SHAGGY DRIVE).  TURN LEFT AND GO SOUTH ON THE
 LP0439'GRAVELED ROAD FOR 0.3 MILE TO THE CREST OF A HILL, A SIDE
 LP0439'ROAD LEFT AND THE END OF TRUCK TRAVEL.  PACK WESTERLY ALONG
 LP0439'AN OLD FENCE LINE TO THE TOP OF THE RIDGE THENCE NORTHERLY
 LP0439'ALONG THE HOG BACK TO THE HIGHEST POINT AND THE STATION.  ABOUT
 LP0439'A 45 MINUTE PACK.
 LP0439'
 LP0439'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 LP0439'STAMPED SHAG 1950, BRAZED TO THE TOP OF A 1-1/2-INCH IRON
 LP0439'PIPE THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT
 LP0439'IS 13 FEET SOUTHEAST OF THE HIGHEST ROCK ON THE HILL.
 LP0439'
 LP0439'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SHAG USGS NO 1 1973,
 LP0439'CEMENTED IN A DRILL HOLE IN A 1X2-FOOT OUTCROP OF BEDROCK THAT
 LP0439'PROJECTS 2 FEET ABOVE THE GROUND SURFACE.  IT IS ABOUT 2 FEET
 LP0439'HIGHER THAN THE STATION.
 LP0439'
 LP0439'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SHAG USGS NO 2 1973,
 LP0439'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS EXPOSED 2X1-1/2
 LP0439'FEET AND PROJECTS 10 INCHES ABOVE THE GROUND SURFACE.  IT IS 22
 LP0439'FEET SOUTH OF THE HIGHEST ROCK ON THE HILL AND ABOUT THE SAME
 LP0439'ELEVATION AS THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0750 ***********************************************************************
 MS0750  DESIGNATION -  SHALE
 MS0750  PID         -  MS0750
 MS0750  STATE/COUNTY-  UT/BOX ELDER
 MS0750  COUNTRY     -  US
 MS0750  USGS QUAD   -  MONUMENT PEAK NE (2017)
 MS0750
 MS0750                         *CURRENT SURVEY CONTROL
 MS0750  ______________________________________________________________________
 MS0750* NAD 83(1994) POSITION- 41 59 21.56836(N) 112 46 19.02787(W)   ADJUSTED
 MS0750* NAVD 88 ORTHO HEIGHT -  1647.0   (meters)     5404.    (feet) VERTCON3
 MS0750  ______________________________________________________________________
 MS0750  GEOID HEIGHT    -        -14.881 (meters)                     GEOID18
 MS0750  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 MS0750  HORZ ORDER      -  SECOND
 MS0750
 MS0750.The horizontal coordinates were established by classical geodetic methods
 MS0750.and adjusted by the National Geodetic Survey in June 1998.
 MS0750
 MS0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0750
 MS0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0750.GEOID18 height accuracy estimate available here.
 MS0750
 MS0750.Click photographs - Photos may exist for this station.
 MS0750
 MS0750.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0750
 MS0750. The following values were computed from the NAD 83(1994) position.
 MS0750
 MS0750;                    North         East     Units Scale Factor Converg.
 MS0750;SPC UT N     - 1,184,679.547   394,599.736   MT  1.00003993   -0 50 19.2
 MS0750;SPC UT N     - 3,886,736.15  1,294,615.97   sFT  1.00003993   -0 50 19.2
 MS0750;UTM  12      - 4,650,109.560   353,224.110   MT  0.99986509   -1 11 08.3
 MS0750
 MS0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0750!SPC UT N     -   0.99974407  x   1.00003993  =   0.99978399
 MS0750!UTM  12      -   0.99974407  x   0.99986509  =   0.99960920
 MS0750
 MS0750:                Primary Azimuth Mark                     Grid Az
 MS0750:SPC UT N     -  DD 89                                    174 59 57.1
 MS0750:UTM  12      -  DD 89                                    175 20 46.2
 MS0750
 MS0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM5322450109(NAD 83)
 MS0750
 MS0750|---------------------------------------------------------------------|
 MS0750| PID    Reference Object                     Distance      Geod. Az  |
 MS0750|                                                           dddmmss.s |
 MS0750| CM5978 SHALE RM 1                           18.690 METERS 06912     |
 MS0750| MS0235 DD 89                               APPROX. 2.6 KM 1740937.9 |
 MS0750| CM5979 SHALE RM 2                           14.032 METERS 22229     |
 MS0750|---------------------------------------------------------------------|
 MS0750
 MS0750                          SUPERSEDED SURVEY CONTROL
 MS0750
 MS0750  NAD 83(1986)-  41 59 21.56174(N)    112 46 19.00912(W) AD(       ) 2
 MS0750  NAD 27      -  41 59 21.85340(N)    112 46 16.07580(W) AD(       ) 2
 MS0750  NGVD 29 (07/19/86) 1646.0    (m)         5400.     (f) VERT ANG       
 MS0750
 MS0750.Superseded values are not recommended for survey control.
 MS0750
 MS0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0750.See file dsdata.pdf to determine how the superseded data were derived.
 MS0750
 MS0750_MARKER: DS = TRIANGULATION STATION DISK
 MS0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0750_STAMPING: SHALE 1960
 MS0750_MARK LOGO: CGS
 MS0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0750+STABILITY: SURFACE MOTION
 MS0750
 MS0750  HISTORY     - Date     Condition        Report By
 MS0750  HISTORY     - 1960     MONUMENTED       CGS
 MS0750  HISTORY     - 1968     GOOD             USGS
 MS0750
 MS0750                          STATION DESCRIPTION
 MS0750
 MS0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 MS0750'THE STATION IS 4 MILES NORTHWEST OF THE TOWN OF SNOWVILLE,
 MS0750'1.75 MILES NORTH OF U.S. HIGHWAY 30 S AND 0.75 MILE SOUTH OF THE
 MS0750'UTAH-IDAHO STATE LINE ON THE SUMMIT OF THE MOST SOUTHERLY ONE
 MS0750'AND HIGHEST SHALE ROCK-CRESTED HILL AT THE SOUTH END OF A RANGE OF
 MS0750'JUNIPER COVERED HILLS.
 MS0750'
 MS0750'TO REACH THE STATION FROM THE MAIN INTERSECTION OF SNOWVILLE,
 MS0750'PROCEED WEST ALONG U.S. HIGHWAY 30 S FOR 2.4 MILES TO A WIRE
 MS0750'GATE ON THE RIGHT, (CONTINUE WEST FOR 0.55 MILE TO THE AZIMUTH
 MS0750'MARK ON THE RIGHT) TURN RIGHT THROUGH THE GATE FOLLOWING A TRACK
 MS0750'ROAD NORTH FOR 1.25 MILES TO A WIRE GATE, PASSING THROUGH THE
 MS0750'GATE TURN LEFT, WEST, ALONG THE NORTH SIDE OF THE FENCE ON A DIM
 MS0750'TRACK ROAD FOR 0.45 MILE PASSING THROUGH A STAND OF CEDAR
 MS0750'TREES TO A FENCE, CONTINUE THROUGH THE FENCE STILL FOLLOWING
 MS0750'THE DIM TRACK ROAD FOR 0.45 MILE TO THE CREST OF A FLAT RIDGE
 MS0750'IN HEAVY TIMBER, CONTINUE NORTHERLY ON TRACK ROAD FOR 0.2
 MS0750'MILE TO THE BASE OF A SHARP SLOPE TO THE SOUTH, LEAVE THE
 MS0750'TRACK ROAD AND PICK BEST ROUTE SOUTH AND SOUTHWEST UP THE
 MS0750'STEEP SLOPE FOR 0.35 MILE TO THE HIGHEST POINT AND THE STATION
 MS0750'SITE.  A 4-WHEEL DRIVE VEHICLE IS REQUIRED FOR THIS STATION.
 MS0750'
 MS0750'THE STATION MARK AND UNDERGROUND MARK, STAMPED SHALE 1960, ARE
 MS0750'STANDARD DISKS WITH THE SURFACE MARK SET IN A CYLINDRICAL CONCRETE
 MS0750'MONUMENT PROJECTING 6 INCHES.  IT IS 34 FEET SOUTHWEST OF THE
 MS0750'HIGHEST POINT OF THE HILL, 7 FEET NORTH-NORTHEAST OF A 3-FOOT
 MS0750'ROCK CAIRN AND 6 FEET NORTHWEST OF THE EDGE OF THE STEEP DROP
 MS0750'OFF TO THE SOUTH.
 MS0750'
 MS0750'REFERENCE MARK 1, STAMPED SHALE NO 1 1960, IS A STANDARD DISK
 MS0750'SET IN CEMENT IN A DRILL HOLE IN BED ROCK, 15 FEET SOUTHEAST
 MS0750'DOWN THE STEEP SLOPE, ABOUT 6 FEET LOWER THAN THE STATION MARK
 MS0750'AND THE BED ROCK PROJECTS 5 FEET TO THE SOUTHEAST AND IS ABOUT
 MS0750'20 FEET SOUTHEAST OF THE HIGHEST POINT OF THE HILL.
 MS0750'
 MS0750'REFERENCE MARK 2, STAMPED SHALE NO 2 1960, IS A STANDARD DISK
 MS0750'SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING 4 INCHES,
 MS0750'6 FEET NORTHWEST OF THE EDGE OF THE STEEP SLOPE AND ABOUT 5 FEET
 MS0750'LOWER THAN THE STATION MARK.
 MS0750'
 MS0750'THE AZIMUTH MARK, STAMPED DD 89 1960, IS A STANDARD BENCH
 MS0750'MARK DISK SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING 8 INCHES
 MS0750'AND IS 49 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 30 S, 2
 MS0750'FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED AND
 MS0750'1-FOOT SOUTH OF THE NORTH RIGHT OF WAY FENCE LINE.
 MS0750
 MS0750                          STATION RECOVERY (1968)
 MS0750
 MS0750'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JJW)
 MS0750'NEW TO REACH--TO REACH FROM SNOWVILLE GAS STATION, GO W. ALONG
 MS0750'HIGHWAY 30S. TO T-RD. RIGHT.  TURN RIGHT AND CONTINUE ALONG DIRT
 MS0750'RD. FOR 1 MI. TO CROSSROAD.  TURN LEFT AND CONTINUE FOR 0.3
 MS0750'MI. TO FENCE.  TURN LEFT AND CONTINUE ALONG TRACK RD. FOR 1.0.
 MS0750'TURN LEFT UP RIDGE ON DIM RD. FOR 0.3 MI. TO HIGHEST POINT AND
 MS0750'STATION.  A 4-WHEEL DRIVE IS NEEDED.
 MS0750'
 MS0750'REFERENCE MARK 2 IS IN ERROR.  IT SHOULD BE 46.05 FT. H OR
 MS0750'14.032 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0559 ***********************************************************************
 JO0559  DESIGNATION -  SHAN
 JO0559  PID         -  JO0559
 JO0559  STATE/COUNTY-  UT/BEAVER
 JO0559  COUNTRY     -  US
 JO0559  USGS QUAD   -  PICACHO PEAK (2017)
 JO0559
 JO0559                         *CURRENT SURVEY CONTROL
 JO0559  ______________________________________________________________________
 JO0559* NAD 83(1994) POSITION- 38 18 37.64220(N) 113 14 42.12967(W)   ADJUSTED
 JO0559* NAVD 88 ORTHO HEIGHT -  2076.6   (meters)     6813.    (feet) VERTCON3
 JO0559  ______________________________________________________________________
 JO0559  GEOID HEIGHT    -        -21.185 (meters)                     GEOID18
 JO0559  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 JO0559  HORZ ORDER      -  THIRD
 JO0559
 JO0559.The horizontal coordinates were established by classical geodetic methods
 JO0559.and adjusted by the National Geodetic Survey in November 1997.
 JO0559
 JO0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0559
 JO0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0559.GEOID18 height accuracy estimate available here.
 JO0559
 JO0559.Click photographs - Photos may exist for this station.
 JO0559
 JO0559.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0559
 JO0559. The following values were computed from the NAD 83(1994) position.
 JO0559
 JO0559;                    North         East     Units Scale Factor Converg.
 JO0559;SPC UT S     - 3,183,862.684   347,387.457   MT  0.99999342   -1 04 09.0
 JO0559;SPC UT S     -10,445,722.82  1,139,720.35   sFT  0.99999342   -1 04 09.0
 JO0559;UTM  12      - 4,242,646.326   303,713.951   MT  1.00007451   -1 23 31.9
 JO0559
 JO0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0559!SPC UT S     -   0.99967760  x   0.99999342  =   0.99967102
 JO0559!UTM  12      -   0.99967760  x   1.00007451  =   0.99975209
 JO0559
 JO0559:                Primary Azimuth Mark                     Grid Az
 JO0559:SPC UT S     -  THERMO                                   169 25 25.3
 JO0559:UTM  12      -  THERMO                                   169 44 48.2
 JO0559
 JO0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH0371342646(NAD 83)
 JO0559
 JO0559|---------------------------------------------------------------------|
 JO0559| PID    Reference Object                     Distance      Geod. Az  |
 JO0559|                                                           dddmmss.s |
 JO0559| JO0566 THERMO                              APPROX. 7.2 KM 1682116.3 |
 JO0559|---------------------------------------------------------------------|
 JO0559
 JO0559                          SUPERSEDED SURVEY CONTROL
 JO0559
 JO0559  NAD 83(1986)-  38 18 37.63762(N)    113 14 42.12647(W) AD(       ) 3
 JO0559  NAD 27      -  38 18 37.76558(N)    113 14 39.25276(W) AD(       ) 3
 JO0559  NGVD 29 (07/19/86) 2075.4    (m)         6809.     (f) VERT ANG       
 JO0559
 JO0559.Superseded values are not recommended for survey control.
 JO0559
 JO0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0559.See file dsdata.pdf to determine how the superseded data were derived.
 JO0559
 JO0559_MARKER: DD = SURVEY DISK
 JO0559_SETTING: 66 = SET IN ROCK OUTCROP
 JO0559_STAMPING: SHAN 1958
 JO0559_MARK LOGO: USGS
 JO0559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0559+STABILITY: POSITION/ELEVATION WELL
 JO0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0559+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2019
 JO0559
 JO0559  HISTORY     - Date     Condition        Report By
 JO0559  HISTORY     - 1958     MONUMENTED       USGS
 JO0559  HISTORY     - 20190127 GOOD             INDIV
 JO0559
 JO0559                          STATION DESCRIPTION
 JO0559
 JO0559'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JO0559'LOCATED ABOUT 13.5 MI. SW. OF MILFORD, 13.0 MI. N. OF NADA, ON THE
 JO0559'TOP OF THE HIGHEST BALD HILL IN THE AREA.
 JO0559'
 JO0559'TO REACH FROM MILFORD, FOLLOW RD. ALONG THE BASE OF PICACHO MOUNTAINS
 JO0559'(ALSO KNOWN AS THE STAR RANGE) FOR 11.8 MI. TO RD. FORKS, TURN RIGHT
 JO0559'FOR 2.3 MI. TO RD. FORKS, TURN RIGHT 0.8 MI. TO RD. FORKS, CONTINUE
 JO0559'STRAIGHT AHEAD UP DRAIN FOR 0.5 MI. TO RD. FORKS LEFT, TURN LEFT (W.)
 JO0559'FOR 0.4 MI. TO RD. FORKS, CONTINUE STRAIGHT AHEAD ALONG RD. UP DRAIN
 JO0559'0.5 MI. TO RD. FORKS LEFT, CONTINUE STRAIGHT AHEAD ON MAIN TRAVELED
 JO0559'RD. 0.2 MI. TO RD. FORKS, TAKE LEFT FORK 1.8 MI., TURN RIGHT AND
 JO0559'DRIVE CROSS-COUNTRY 0.5 MI. THROUGH THICK JUNIPERS TO BASE OF HILL
 JO0559'AND END TRUCK TRAVEL.  PACK TO TOP AND STATION.  ABOUT A 20 MINUTE
 JO0559'PACK.
 JO0559'
 JO0559'STATION MARK--STANDARD TABLET, STAMPED ---SHAN 1958---, CEMENTED IN
 JO0559'ROCK OUTCROP.
 JO0559'
 JO0559'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 JO0559'1 1958---, CEMENTED IN ROCK OUTCROP.
 JO0559'
 JO0559'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 JO0559'2 1958---, CEMENTED IN ROCK OUTCROP.
 JO0559
 JO0559                          STATION RECOVERY (2019)
 JO0559
 JO0559'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (TWG)
 JO0559'REFERENCE MARK 1 IS LOCATED 18 FT (5.5 M) SOUTHWEST OF THE STATION AND
 JO0559'REFERENCE MARK 2 IS LOCATED 19 FT (5.8 M) EAST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0439 ***********************************************************************
 KN0439  DESIGNATION -  SHARP
 KN0439  PID         -  KN0439
 KN0439  STATE/COUNTY-  UT/JUAB
 KN0439  COUNTRY     -  US
 KN0439  USGS QUAD   -  JUAB (2017)
 KN0439
 KN0439                         *CURRENT SURVEY CONTROL
 KN0439  ______________________________________________________________________
 KN0439* NAD 83(1994) POSITION- 39 33 26.18648(N) 111 55 15.47221(W)   ADJUSTED
 KN0439* NAVD 88 ORTHO HEIGHT -  1573.44  (+/-2cm)     5162.2   (feet) VERTCON3
 KN0439  ______________________________________________________________________
 KN0439  GEOID HEIGHT    -        -18.046 (meters)                     GEOID18
 KN0439  LAPLACE CORR    -          4.58  (seconds)                    DEFLEC18
 KN0439  HORZ ORDER      -  FIRST
 KN0439  VERT ORDER      -  THIRD ? (See Below)
 KN0439
 KN0439.The horizontal coordinates were established by classical geodetic methods
 KN0439.and adjusted by the National Geodetic Survey in November 1997.
 KN0439
 KN0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0439
 KN0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0439.GEOID18 height accuracy estimate available here.
 KN0439
 KN0439.The vertical order pertains to the NGVD 29 superseded value.
 KN0439
 KN0439.Click photographs - Photos may exist for this station.
 KN0439
 KN0439.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0439
 KN0439. The following values were computed from the NAD 83(1994) position.
 KN0439
 KN0439;                    North         East     Units Scale Factor Converg.
 KN0439;SPC UT C     - 2,135,965.266   463,824.511   MT  0.99991050   -0 16 10.8
 KN0439;SPC UT C     - 7,007,746.04  1,521,730.92   sFT  0.99991050   -0 16 10.8
 KN0439;UTM  12      - 4,379,025.823   420,880.757   MT  0.99967707   -0 35 11.6
 KN0439
 KN0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0439!SPC UT C     -   0.99975604  x   0.99991050  =   0.99966656
 KN0439!UTM  12      -   0.99975604  x   0.99967707  =   0.99943319
 KN0439
 KN0439:                Primary Azimuth Mark                     Grid Az
 KN0439:SPC UT C     -  SHARP AZ MK                              199 50 38.6
 KN0439:UTM  12      -  SHARP AZ MK                              200 09 39.4
 KN0439
 KN0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ2088079025(NAD 83)
 KN0439
 KN0439|---------------------------------------------------------------------|
 KN0439| PID    Reference Object                     Distance      Geod. Az  |
 KN0439|                                                           dddmmss.s |
 KN0439| CM5981 SHARP RM 1                           11.522 METERS 01404     |
 KN0439| KN0315 U 44                                 16.190 METERS 19134     |
 KN0439| CM5980 SHARP AZ MK                                        1993427.8 |
 KN0439|---------------------------------------------------------------------|
 KN0439
 KN0439                          SUPERSEDED SURVEY CONTROL
 KN0439
 KN0439  NAD 83(1993)-  39 33 26.17672(N)    111 55 15.46824(W) AD(       ) 1
 KN0439  NAD 83(1986)-  39 33 26.17475(N)    111 55 15.46528(W) AD(       ) 1
 KN0439  NAD 27      -  39 33 26.34400(N)    111 55 12.70400(W) AD(       ) 1
 KN0439  NGVD 29            1572.26   (m)         5158.3    (f) LEVELING    3  
 KN0439
 KN0439.Superseded values are not recommended for survey control.
 KN0439
 KN0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0439.See file dsdata.pdf to determine how the superseded data were derived.
 KN0439
 KN0439_MARKER: DS = TRIANGULATION STATION DISK
 KN0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0439_STAMPING: SHARP 1947
 KN0439_MARK LOGO: CGS
 KN0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0439+STABILITY: SURFACE MOTION
 KN0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0439+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2010
 KN0439
 KN0439  HISTORY     - Date     Condition        Report By
 KN0439  HISTORY     - 1947     MONUMENTED       CGS
 KN0439  HISTORY     - 20101210 GOOD             GEOCAC
 KN0439
 KN0439                          STATION DESCRIPTION
 KN0439
 KN0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KN0439'THE STATION IS LOCATED ABOUT 3 MILES WEST OF LEVAN IN FLAT
 KN0439'FARM LAND ALONG THE RIGHT OF WAY OF THE UNION PACIFIC RAILROAD.
 KN0439'THE STATION MARK IS A BRONZE DISK, PROJECTS 8 INCHES, SET 94
 KN0439'FEET WEST OF THE WEST RAIL OF RAILROAD, 42 FEET NORTH OF A
 KN0439'TELEPHONE POLE THAT IS MILE POST 699, 5 FEET EAST OF A WIRE FENCE
 KN0439'AND 4 FEET SOUTH OF A WHITE WITNESS POST.  IT IS STAMPED, SHARP
 KN0439'1947.
 KN0439'
 KN0439'REFERENCE MARK NO. 1 IS A BRONZE DISK, PROJECTS 6 INCHES, SET
 KN0439'98 FEET WEST OF THE WEST RAIL OF RAILROAD, 1 FOOT SOUTHEAST OF
 KN0439'A GATE POST, IS SAME ELEVATION AS THE STATION MARK AND IS STAMPED,
 KN0439'SHARP NO 1 1947.
 KN0439'
 KN0439'BENCH MARK U 44 1934 WAS USED AS REFERENCE MARK NO. 2.  IT
 KN0439'IS SET IN A 12 INCH SQUARE BLOCK OF CONCRETE, PROJECTS 12 INCHES,
 KN0439'IS 87 FEET WEST OF THE WEST RAIL OF RAILROAD, 12 FEET EAST OF A
 KN0439'WIRE FENCE, AND 5 FEET SOUTH OF MILE POST 699.  IT IS STAMPED,
 KN0439'U 44 1934.
 KN0439'
 KN0439'THE AZIMUTH MARK IS A BRONZE DISK, PROJECTS 6 INCHES, SET 75
 KN0439'FEET WEST OF THE WEST RAIL OF RAILROAD, 10 FEET EAST OF A WIRE
 KN0439'FENCE, 2 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH
 KN0439'OF A TELEPHONE POLE THAT IS A QUARTER MILE POST.  IT IS
 KN0439'STAMPED, SHARP 1947.
 KN0439'
 KN0439'TO REACH THE STATION FROM LEVAN, GO WEST ON U.S. HIGHWAY 91,
 KN0439'2.9 MILES TO WHERE HIGHWAY CURVES TO THE SOUTH AND A GRAVEL
 KN0439'ROAD CONTINUES STRAIGHT AHEAD.  LEAVE HIGHWAY, FOLLOW GRAVEL
 KN0439'0.1 MILE TO A FORK.  TURN RIGHT, GO 50 YARDS TO A RAILROAD
 KN0439'CROSSING ON LEFT.  CROSS RAILROAD TRACKS, TURN LEFT, GO 100
 KN0439'YARDS TO STATION.  A DRIVE STATION.
 KN0439
 KN0439                          STATION RECOVERY (2010)
 KN0439
 KN0439'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 KN0439'A PORTION OF THE DISK HAS BEEN BROKEN OFF, BUT THE NAME, TRIANGLE AND
 KN0439'CENTER HOLE ARE NOT DAMAGED.  RM 1 WAS FOUND TWO FEET NNE OF A GATE
 KN0439'POST, AND THE AZ WAS FOUND NEAR RR MP 698.75.
 KN0439'RM 2 HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0683 ***********************************************************************
 MR0683  DESIGNATION -  SHEARING
 MR0683  PID         -  MR0683
 MR0683  STATE/COUNTY-  UT/RICH
 MR0683  COUNTRY     -  US
 MR0683  USGS QUAD   -  SHEARING CORRAL (2017)
 MR0683
 MR0683                         *CURRENT SURVEY CONTROL
 MR0683  ______________________________________________________________________
 MR0683* NAD 83(1994) POSITION- 41 14 24.32107(N) 111 07 54.77996(W)   ADJUSTED
 MR0683* NAVD 88 ORTHO HEIGHT -  2150.7   (meters)     7056.    (feet) VERTCON3
 MR0683  ______________________________________________________________________
 MR0683  GEOID HEIGHT    -        -15.400 (meters)                     GEOID18
 MR0683  LAPLACE CORR    -          3.01  (seconds)                    DEFLEC18
 MR0683  HORZ ORDER      -  THIRD
 MR0683
 MR0683.The horizontal coordinates were established by classical geodetic methods
 MR0683.and adjusted by the National Geodetic Survey in November 1997.
 MR0683
 MR0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0683
 MR0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0683.GEOID18 height accuracy estimate available here.
 MR0683
 MR0683.Click photographs - Photos may exist for this station.
 MR0683
 MR0683.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0683
 MR0683. The following values were computed from the NAD 83(1994) position.
 MR0683
 MR0683;                    North         East     Units Scale Factor Converg.
 MR0683;SPC UT N     - 1,100,760.384   530,857.482   MT  0.99995686   +0 14 33.8
 MR0683;SPC UT N     - 3,611,411.36  1,741,654.92   sFT  0.99995686   +0 14 33.8
 MR0683;UTM  12      - 4,565,418.181   488,948.755   MT  0.99960150   -0 05 13.0
 MR0683
 MR0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0683!SPC UT N     -   0.99966518  x   0.99995686  =   0.99962205
 MR0683!UTM  12      -   0.99966518  x   0.99960150  =   0.99926681
 MR0683
 MR0683:                Primary Azimuth Mark                     Grid Az
 MR0683:SPC UT N     -  UTA                                      043 16 38.7
 MR0683:UTM  12      -  UTA                                      043 36 25.5
 MR0683
 MR0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL8894865418(NAD 83)
 MR0683
 MR0683|---------------------------------------------------------------------|
 MR0683| PID    Reference Object                     Distance      Geod. Az  |
 MR0683|                                                           dddmmss.s |
 MR0683| MR0675 UTA                                 APPROX. 8.0 KM 0433112.5 |
 MR0683|---------------------------------------------------------------------|
 MR0683
 MR0683                          SUPERSEDED SURVEY CONTROL
 MR0683
 MR0683  NAD 83(1993)-  41 14 24.32102(N)    111 07 54.77987(W) AD(       ) 3
 MR0683  NAD 83(1986)-  41 14 24.30727(N)    111 07 54.76989(W) AD(       ) 3
 MR0683  NAD 27      -  41 14 24.50433(N)    111 07 52.09312(W) AD(       ) 3
 MR0683  NGVD 29 (07/19/86) 2149.4    (m)         7052.     (f) VERT ANG       
 MR0683
 MR0683.Superseded values are not recommended for survey control.
 MR0683
 MR0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0683.See file dsdata.pdf to determine how the superseded data were derived.
 MR0683
 MR0683_MARKER: DD = SURVEY DISK
 MR0683_SETTING: 66 = SET IN ROCK OUTCROP
 MR0683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0683+STABILITY: POSITION/ELEVATION WELL
 MR0683
 MR0683  HISTORY     - Date     Condition        Report By
 MR0683  HISTORY     - 1966     MONUMENTED       USGS
 MR0683
 MR0683                          STATION DESCRIPTION
 MR0683
 MR0683'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MR0683'LOCATED ABOUT 9 MI. W. OF EVANSTON, WYOMING, ABOUT 3 MI. N. OF WASATCH
 MR0683'UTAH, ABOUT 0.5 MI. N. OF SHEARING CORRAL CREEK ON THE HIGHEST GROUND
 MR0683'ON THE NE. END OF A SMALL BUTTE.
 MR0683'
 MR0683'TO REACH FROM THE POST OFFICE AT EVANSTON, WYOMING, DRIVE W. ON
 MR0683'INTERSTATE 80 FOR 9.2 MI. TO THE WASATCH TURNOFF, TURN RIGHT E. AT THE
 MR0683'STOP SIGN AT THE BASE OF THE TURNOFF FOR 0.4 MI. TO A RR. GRADE
 MR0683'CROSSING, CROSS THE TRACKS AND TURN LEFT TO CONTINUE ALONG A DIRT RD.
 MR0683'FOR 3.3 MI. TO A SHEEP HEADQUARTERS, TURN RIGHT E. JUST S. OF THE
 MR0683'BUILDINGS TO FOLLOW A TRACK RD. ALONG A POLE LINE FOR 1.1 MI. TO A
 MR0683'POINT JUST S. OF THE SADDLE, TURN LEFT AND CROSS-COUNTRY FOR 0.3 MI.
 MR0683'TO SADDLE, TURN RIGHT FOR 0.6 MI. TO THE HIGHEST GROUND ON THE NE. END
 MR0683'OF THE BUTTE AND STATION SITE.
 MR0683'
 MR0683'STATION MARK - A STANDARD TRIANGULATION TABLET STAMPED ---SHEARING
 MR0683'1966--- SET IN THE ROCK OUTCROP.
 MR0683'
 MR0683'REFERENCE MARK NO.1 - A STANDARD REFERENCE MARK TABLET STAMPED
 MR0683'---NO.1 1966--- SET IN ROCK OUTCROP, 15.74 FT. FROM THE STATION MARK
 MR0683'AND LEVEL, S 09 DEG 46 MIN 31 SEC W.
 MR0683'
 MR0683'REFERENCE MARK NO.2 - A STANDARD REFERENCE MARK TABLET STAMPED
 MR0683'---NO.2 1966--- SET IN ROCK OUTCROP, 41.38 FT. FROM THE STATION MARK
 MR0683'AND 2 FT. LOWER, N 79 DEG 58 MIN 19 SEC W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0989 ***********************************************************************
 LO0989  DESIGNATION -  SHEEP
 LO0989  PID         -  LO0989
 LO0989  STATE/COUNTY-  UT/SALT LAKE
 LO0989  COUNTRY     -  US
 LO0989  USGS QUAD   -  FORT DOUGLAS (2017)
 LO0989
 LO0989                         *CURRENT SURVEY CONTROL
 LO0989  ______________________________________________________________________
 LO0989* NAD 83(1994) POSITION- 40 50 32.04186(N) 111 46 57.04090(W)   ADJUSTED
 LO0989* NAVD 88 ORTHO HEIGHT -  2731.6   (meters)     8962.    (feet) VERTCON3
 LO0989  ______________________________________________________________________
 LO0989  GEOID HEIGHT    -        -15.978 (meters)                     GEOID18
 LO0989  LAPLACE CORR    -         13.63  (seconds)                    DEFLEC18
 LO0989  HORZ ORDER      -  THIRD
 LO0989
 LO0989.The horizontal coordinates were established by classical geodetic methods
 LO0989.and adjusted by the National Geodetic Survey in November 1997.
 LO0989
 LO0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0989
 LO0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0989.GEOID18 height accuracy estimate available here.
 LO0989
 LO0989.Click photographs - Photos may exist for this station.
 LO0989
 LO0989.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0989
 LO0989. The following values were computed from the NAD 83(1994) position.
 LO0989
 LO0989;                    North         East     Units Scale Factor Converg.
 LO0989;SPC UT C     - 2,278,589.198   476,173.033   MT  1.00005351   -0 10 51.5
 LO0989;SPC UT C     - 7,475,671.39  1,562,244.36   sFT  1.00005351   -0 10 51.5
 LO0989;UTM  12      - 4,521,538.371   434,032.624   MT  0.99965356   -0 30 42.4
 LO0989
 LO0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0989!SPC UT C     -   0.99957420  x   1.00005351  =   0.99962769
 LO0989!UTM  12      -   0.99957420  x   0.99965356  =   0.99922791
 LO0989
 LO0989:                Primary Azimuth Mark                     Grid Az
 LO0989:SPC UT C     -  GRANDVIEW                                067 38 26.2
 LO0989:UTM  12      -  GRANDVIEW                                067 58 17.1
 LO0989
 LO0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3403221538(NAD 83)
 LO0989
 LO0989|---------------------------------------------------------------------|
 LO0989| PID    Reference Object                     Distance      Geod. Az  |
 LO0989|                                                           dddmmss.s |
 LO0989| LO0970 GRANDVIEW                           APPROX. 2.8 KM 0672734.7 |
 LO0989| LO1031 LONE BEACON                         APPROX.14.9 KM 2890547.8 |
 LO0989|---------------------------------------------------------------------|
 LO0989
 LO0989                          SUPERSEDED SURVEY CONTROL
 LO0989
 LO0989  NAD 83(1993)-  40 50 32.04196(N)    111 46 57.04040(W) AD(       ) 3
 LO0989  NAD 83(1986)-  40 50 32.03010(N)    111 46 57.03108(W) AD(       ) 3
 LO0989  NAD 27      -  40 50 32.22635(N)    111 46 54.26934(W) AD(       ) 3
 LO0989  NGVD 29 (07/19/86) 2730.4    (m)         8958.     (f) VERT ANG       
 LO0989
 LO0989.Superseded values are not recommended for survey control.
 LO0989
 LO0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0989.See file dsdata.pdf to determine how the superseded data were derived.
 LO0989
 LO0989_MARKER: N = NAIL
 LO0989_SETTING: 66 = SET IN ROCK OUTCROP
 LO0989_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0989+STABILITY: POSITION/ELEVATION WELL
 LO0989
 LO0989  HISTORY     - Date     Condition        Report By
 LO0989  HISTORY     - 1950     MONUMENTED       USGS
 LO0989
 LO0989                          STATION DESCRIPTION
 LO0989
 LO0989'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LO0989'LOCATED ABOUT 7.0 MI. NE. OF SALT LAKE CITY, AND ABOUT 5.0 MI. SE. OF
 LO0989'BOUNTIFUL, 1.0 MI. N. OF CITY CREEK CANYON, ON HIGHEST PART OF A ROCKY
 LO0989'KNOLL AT END OF RIDGE.  STATION IS SURROUNDED ON W. AND N. SIDES BY
 LO0989'SPARSE TIMBER.
 LO0989'
 LO0989'TO REACH FROM BOUNTIFUL L.D.S. TABERNACLE, DRIVE S. FOR 0.3 MI. TO
 LO0989'FIFTH S. AND MAIN STREET, TURN LEFT (E.) FOR 0.4 MI. TO 400 E. STREET
 LO0989'AND 500 S. STREET (INTERSECTION), TURN RIGHT (S.) ON 400 E. STREET
 LO0989'FOR 1.6 MI. TO INTERSECTION WITH GRAVEL RD. TO E. TOWARD ROCK QUARRY,
 LO0989'CONTINUE EASTERLY ON THIS GRAVEL RD. 0.4 MI. TO ENTRANCE TO QUARRY,
 LO0989'TAKE RIGHT FORK LEADING FROM GRAVEL RD. INTO RUTTED DIRT RD.,
 LO0989'CONTINUE ON THIS DIRT RD. 0.2 MI. E. TO T-RD. INTERSECTION, TURN RIGHT
 LO0989'(S.) AND CONTINUE S. AND THEN E. UP CANYON 2.9 MI. TO END OF RD. AT
 LO0989'CABIN AND END OF TRUCK TRAVEL.  (THIS CABIN OWNED BY P.S. FELLER,
 LO0989'1950).  FROM CABIN CONTINUE UP N. BANK CREEK ON TRAIL ABOUT 200 YDS.,
 LO0989'THEN CROSS CREEK AND CONTINUE UP HORSE TRAIL ON S. SIDE CANYON, E.
 LO0989'ABOUT 1.0 MI. TO SADDLE IN MAIN RIDGE ABOVE N. SIDE CITY CREEK CANYON,
 LO0989'TURN LEFT AND CONTINUE E. ALONG HORSE TRAIL PASSING THROUGH SADDLE IN
 LO0989'RIDGE, THENCE ALONG N. SIDE OF RIDGE TO PROMINENT DRAW, THENCE UP
 LO0989'DRAW SE. TO RIDGE AND CONTINUE NE. ALONG RIDGE TO PROMINENT SADDLE,
 LO0989'TAKE TRAIL ON S. SIDE RIDGE UP DRAW E. TO HIGHEST POINT OF RIDGE AND
 LO0989'STATION.  (ABOUT 2.0 MI. FROM SADDLE).  A 2-1/2 HOUR PACK.
 LO0989'
 LO0989'STATION MARK--COPPER NAIL WITH WASHER IN WHITE CLOTH IN DRILL HOLE
 LO0989'IN ROCK OUTCROP.
 LO0989'
 LO0989'REFERENCE MARK NO. 1--COPPER NAIL WITH WASHER IN STUMP, 21.66 FT. FROM
 LO0989'STATION MARK, S 08 DEG 02 MIN E.
 LO0989'
 LO0989'REFERENCE MARK NO. 2--COPPER NAIL WITH WASHER IN 8 IN. PINE TREE,
 LO0989'22.75 FT. FROM STATION MARK, N 38 DEG 10 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0691 ***********************************************************************
 LN0691  DESIGNATION -  SHEEP
 LN0691  PID         -  LN0691
 LN0691  STATE/COUNTY-  UT/DAGGETT
 LN0691  COUNTRY     -  US
 LN0691  USGS QUAD   -  JESSEN BUTTE (2017)
 LN0691
 LN0691                         *CURRENT SURVEY CONTROL
 LN0691  ______________________________________________________________________
 LN0691* NAD 83(1994) POSITION- 40 55 02.55081(N) 109 49 04.60759(W)   ADJUSTED
 LN0691* NAVD 88 ORTHO HEIGHT -  2791.4   (meters)     9158.    (feet) VERTCON3
 LN0691  ______________________________________________________________________
 LN0691  GEOID HEIGHT    -        -13.254 (meters)                     GEOID18
 LN0691  LAPLACE CORR    -        -14.43  (seconds)                    DEFLEC18
 LN0691  HORZ ORDER      -  THIRD
 LN0691
 LN0691.The horizontal coordinates were established by classical geodetic methods
 LN0691.and adjusted by the National Geodetic Survey in November 1997.
 LN0691
 LN0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0691
 LN0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0691.GEOID18 height accuracy estimate available here.
 LN0691
 LN0691.Click photographs - Photos may exist for this station.
 LN0691
 LN0691.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0691
 LN0691. The following values were computed from the NAD 83(1994) position.
 LN0691
 LN0691;                    North         East     Units Scale Factor Converg.
 LN0691;SPC UT N     - 1,066,228.551   641,683.879   MT  0.99997367   +1 06 32.7
 LN0691;SPC UT N     - 3,498,118.17  2,105,257.86   sFT  0.99997367   +1 06 32.7
 LN0691;UTM  12      - 4,530,257.546   599,537.563   MT  0.99972194   +0 46 27.4
 LN0691
 LN0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0691!SPC UT N     -   0.99956441  x   0.99997367  =   0.99953809
 LN0691!UTM  12      -   0.99956441  x   0.99972194  =   0.99928647
 LN0691
 LN0691:                Primary Azimuth Mark                     Grid Az
 LN0691:SPC UT N     -  UTE MTN LOT                              156 05 38.5
 LN0691:UTM  12      -  UTE MTN LOT                              156 25 43.8
 LN0691
 LN0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL9953730257(NAD 83)
 LN0691
 LN0691|---------------------------------------------------------------------|
 LN0691| PID    Reference Object                     Distance      Geod. Az  |
 LN0691|                                                           dddmmss.s |
 LN0691| LN0693 UTE MTN LOT                         APPROX. 5.5 KM 1571211.2 |
 LN0691|---------------------------------------------------------------------|
 LN0691
 LN0691                          SUPERSEDED SURVEY CONTROL
 LN0691
 LN0691  NAD 83(1993)-  40 55 02.55094(N)    109 49 04.60718(W) AD(       ) 3
 LN0691  NAD 83(1986)-  40 55 02.53076(N)    109 49 04.59599(W) AD(       ) 3
 LN0691  NAD 27      -  40 55 02.69186(N)    109 49 02.03441(W) AD(       ) 3
 LN0691  NGVD 29 (07/19/86) 2790.0    (m)         9154.     (f) VERT ANG       
 LN0691
 LN0691.Superseded values are not recommended for survey control.
 LN0691
 LN0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0691.See file dsdata.pdf to determine how the superseded data were derived.
 LN0691
 LN0691_MARKER: DD = SURVEY DISK
 LN0691_SETTING: 66 = SET IN ROCK OUTCROP
 LN0691_STAMPING: SHEEP 1961
 LN0691_MARK LOGO: USGS
 LN0691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0691+STABILITY: POSITION/ELEVATION WELL
 LN0691
 LN0691  HISTORY     - Date     Condition        Report By
 LN0691  HISTORY     - 1961     MONUMENTED       USGS
 LN0691
 LN0691                          STATION DESCRIPTION
 LN0691
 LN0691'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 LN0691'LOCATED ABOUT 7.1 MI. AIR SW. OF MANILA, ABOUT 2.7 MI. N. OF HALF
 LN0691'MOON PARK, ABOUT 1.5 MI. NW. OF THE CONFLUENCE OF SHEEP CREEK AND
 LN0691'MOHOGANY DRAW, ON THE ONLY BARE TOP ON THE PROMINIENT E-W. RIDGE JUST
 LN0691'N. OF MOHOGANY DRAW.
 LN0691'
 LN0691'STATION MARK - STANDARD TABLET STAMPED ---SHEEP 1961--- CEMENTED IN
 LN0691'BEDROCK.
 LN0691'
 LN0691'REFERENCE MARK NO.1 - CHISELED CROSS ON ROCK.
 LN0691'
 LN0691'REFERENCE MARK NO.2 - CHISELED CROSS ON ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0638 ***********************************************************************
 LQ0638  DESIGNATION -  SHERIDAN
 LQ0638  PID         -  LQ0638
 LQ0638  STATE/COUNTY-  UT/TOOELE
 LQ0638  COUNTRY     -  US
 LQ0638  USGS QUAD   -  FERBER PEAK SE (2018)
 LQ0638
 LQ0638                         *CURRENT SURVEY CONTROL
 LQ0638  ______________________________________________________________________
 LQ0638* NAD 83(1994) POSITION- 40 03 36.24402(N) 114 00 31.04762(W)   ADJUSTED
 LQ0638* NAVD 88 ORTHO HEIGHT -  1632.4   (meters)     5356.    (feet) VERTCON3
 LQ0638  ______________________________________________________________________
 LQ0638  GEOID HEIGHT    -        -19.059 (meters)                     GEOID18
 LQ0638  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 LQ0638  HORZ ORDER      -  FIRST
 LQ0638
 LQ0638.The horizontal coordinates were established by classical geodetic methods
 LQ0638.and adjusted by the National Geodetic Survey in November 1997.
 LQ0638
 LQ0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0638
 LQ0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0638.GEOID18 height accuracy estimate available here.
 LQ0638
 LQ0638.Click photographs - Photos may exist for this station.
 LQ0638
 LQ0638.The Laplace correction was computed from DEFLEC18 derived deflections.
 LQ0638
 LQ0638. The following values were computed from the NAD 83(1994) position.
 LQ0638
 LQ0638;                    North         East     Units Scale Factor Converg.
 LQ0638;SPC UT C     - 2,194,701.357   286,014.783   MT  0.99990651   -1 36 25.1
 LQ0638;SPC UT C     - 7,200,449.37    938,366.83   sFT  0.99990651   -1 36 25.1
 LQ0638;UTM  11      - 4,438,712.842   755,139.162   MT  1.00040144   +1 55 34.5
 LQ0638;UTM  12      - 4,438,762.472   243,389.437   MT  1.00041071   -1 56 14.6
 LQ0638
 LQ0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0638!SPC UT C     -   0.99974697  x   0.99990651  =   0.99965350
 LQ0638!UTM  11      -   0.99974697  x   1.00040144  =   1.00014830
 LQ0638!UTM  12      -   0.99974697  x   1.00041071  =   1.00015757
 LQ0638
 LQ0638:                Primary Azimuth Mark                     Grid Az
 LQ0638:SPC UT C     -  SHERIDAN AZ MK                           104 30 48.1
 LQ0638:UTM  11      -  SHERIDAN AZ MK                           100 58 48.5
 LQ0638:UTM  12      -  SHERIDAN AZ MK                           104 50 37.6
 LQ0638
 LQ0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE5513938712(NAD 83)
 LQ0638
 LQ0638|---------------------------------------------------------------------|
 LQ0638| PID    Reference Object                     Distance      Geod. Az  |
 LQ0638|                                                           dddmmss.s |
 LQ0638| DD6724 SHERIDAN RM 2                        10.558 METERS 00125     |
 LQ0638| DD6722 SHERIDAN AZ MK                                     1025423.0 |
 LQ0638| LP0570 IBEPAH SCHOOLHOUSE CUPOLA           APPROX. 3.2 KM 1432237.2 |
 LQ0638| DD6723 SHERIDAN RM 1                         9.132 METERS 27241     |
 LQ0638|---------------------------------------------------------------------|
 LQ0638
 LQ0638                          SUPERSEDED SURVEY CONTROL
 LQ0638
 LQ0638  NAD 83(1986)-  40 03 36.23741(N)    114 00 31.04737(W) AD(       ) 1
 LQ0638  NAD 27      -  40 03 36.46300(N)    114 00 28.03100(W) AD(       ) 1
 LQ0638  NGVD 29 (07/19/86) 1631.3    (m)         5352.     (f) VERT ANG       
 LQ0638
 LQ0638.Superseded values are not recommended for survey control.
 LQ0638
 LQ0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0638.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0638
 LQ0638_MARKER: DS = TRIANGULATION STATION DISK
 LQ0638_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0638_STAMPING: SHERIDAN 1944
 LQ0638_MARK LOGO: CGS
 LQ0638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0638+STABILITY: POSITION/ELEVATION WELL
 LQ0638
 LQ0638  HISTORY     - Date     Condition        Report By
 LQ0638  HISTORY     - 1944     MONUMENTED       CGS
 LQ0638
 LQ0638                          STATION DESCRIPTION
 LQ0638
 LQ0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 LQ0638'STATION IS LOCATED APPROXIMATELY 2 MILES NW OF IBAPAH SCHOOLHOUSE,
 LQ0638'1 MILE W OF THE SHERIDAN GROCERY STORE, 125 YARDS NNW OF A
 LQ0638'TRACK ROAD, ON THE SW POINT OF A LOW MESA.  AREA CONTAINS SCATTERED
 LQ0638'SCRUB CEDARS.
 LQ0638'
 LQ0638'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK 2 INCHES BELOW
 LQ0638'GROUND SURFACE AND IS STAMPED SHERIDAN 1944.  IT IS 18 FEET
 LQ0638'N OF THE S EDGE OF MESA AND 35 FEET E OF THE W EDGE OF MESA.
 LQ0638'
 LQ0638'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK ON
 LQ0638'W POINT AND EDGE OF MESA.  IT IS FLUSH WITH GENERAL SURFACE AND IS
 LQ0638'STAMPED SHERIDAN NO 1 1944.
 LQ0638'
 LQ0638'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET FLUSH IN BEDROCK.
 LQ0638'IT IS 6 INCHES LOWER IN ELEVATION THAN THE STATION MARK AND IS
 LQ0638'STAMPED SHERIDAN NO 2 1944.
 LQ0638'
 LQ0638'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CONCRETE POST
 LQ0638'PROJECTING 2 INCHES AND IS STAMPED SHERIDAN 1944.  IT IS 3
 LQ0638'FEET SSE OF A WHITE WITNESS POST, 3 FEET W OF A WIRE FENCE,
 LQ0638'AND 8 FEET N OF THE CENTER LINE OF TRACK ROAD.
 LQ0638'
 LQ0638'TO REACH STATION FROM IBAPAH SCHOOLHOUSE AND POST OFFICE,
 LQ0638'GO S ON MAIN ROAD TOWARD ELY FOR 0.6 MILE TO A T-JUNCTION AND
 LQ0638'HISTORICAL MONUMENT NO. 97 - DEEP CREEK STATION - PONY EXPRESS.
 LQ0638'TURN RIGHT AND GO W 0.5 MILE TO RIGHT-ANGLE TURN, LEAVE MAIN
 LQ0638'ROAD AND CONTINUE W ON TRACK ROAD, THENCE N GENERALLY ALONG
 LQ0638'FENCE FOR 0.3 MILE TO FORKS.  TAKE RIGHT FORK AND GO 1.2 MILES
 LQ0638'TO FORKS ON N SIDE OF DEEP GULLY.  TAKE RIGHT FORK AND GO
 LQ0638'0.2 MILE AND TAKE RIGHT FORK, THEN 0.3 MILE TO AZIMUTH MARK
 LQ0638'ON RIGHT.  TURN SHARP LEFT AT AZIMUTH MARK AND GO W ON TRACK
 LQ0638'ROAD FOR 0.9 MILE.  TURN RIGHT ACROSS COUNTRY AND CIRCLE
 LQ0638'AROUND HILL TO NW SIDE, THENCE UP SLOPE TO STATION, 0.4 MILE.
 LQ0638'
 LQ0638'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0416 ***********************************************************************
 JN0416  DESIGNATION -  SHINE
 JN0416  PID         -  JN0416
 JN0416  STATE/COUNTY-  UT/EMERY
 JN0416  COUNTRY     -  US
 JN0416  USGS QUAD   -  MOONSHINE WASH (2017)
 JN0416
 JN0416                         *CURRENT SURVEY CONTROL
 JN0416  ______________________________________________________________________
 JN0416* NAD 83(1994) POSITION- 38 42 56.79658(N) 110 13 03.67769(W)   ADJUSTED
 JN0416* NAVD 88 ORTHO HEIGHT -  1473.8   (meters)     4835.    (feet) VERTCON3
 JN0416  ______________________________________________________________________
 JN0416  GEOID HEIGHT    -        -20.445 (meters)                     GEOID18
 JN0416  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 JN0416  HORZ ORDER      -  THIRD
 JN0416
 JN0416.The horizontal coordinates were established by classical geodetic methods
 JN0416.and adjusted by the National Geodetic Survey in November 1997.
 JN0416
 JN0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0416
 JN0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0416.GEOID18 height accuracy estimate available here.
 JN0416
 JN0416.Click photographs - Photos may exist for this station.
 JN0416
 JN0416.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0416
 JN0416. The following values were computed from the NAD 83(1994) position.
 JN0416
 JN0416;                    North         East     Units Scale Factor Converg.
 JN0416;SPC UT C     - 2,043,259.955   611,531.068   MT  1.00008782   +0 49 17.1
 JN0416;SPC UT C     - 6,703,595.37  2,006,331.51   sFT  1.00008782   +0 49 17.1
 JN0416;UTM  12      - 4,285,527.223   568,012.392   MT  0.99965696   +0 29 21.6
 JN0416
 JN0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0416!SPC UT C     -   0.99977202  x   1.00008782  =   0.99985982
 JN0416!UTM  12      -   0.99977202  x   0.99965696  =   0.99942906
 JN0416
 JN0416:                Primary Azimuth Mark                     Grid Az
 JN0416:SPC UT C     -  CHAFFIN                                  006 35 11.3
 JN0416:UTM  12      -  CHAFFIN                                  006 55 06.8
 JN0416
 JN0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH6801285527(NAD 83)
 JN0416
 JN0416|---------------------------------------------------------------------|
 JN0416| PID    Reference Object                     Distance      Geod. Az  |
 JN0416|                                                           dddmmss.s |
 JN0416| JN0398 CHAFFIN                             APPROX. 8.4 KM 0072428.4 |
 JN0416|---------------------------------------------------------------------|
 JN0416
 JN0416                          SUPERSEDED SURVEY CONTROL
 JN0416
 JN0416  NAD 83(1986)-  38 42 56.78535(N)    110 13 03.67329(W) AD(       ) 3
 JN0416  NAD 27      -  38 42 56.86774(N)    110 13 01.19208(W) AD(       ) 3
 JN0416  NGVD 29 (07/19/86) 1472.8    (m)         4832.     (f) VERT ANG       
 JN0416
 JN0416.Superseded values are not recommended for survey control.
 JN0416
 JN0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0416.See file dsdata.pdf to determine how the superseded data were derived.
 JN0416
 JN0416_MARKER: DD = SURVEY DISK
 JN0416_SETTING: 0 = UNSPECIFIED SETTING
 JN0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0416
 JN0416  HISTORY     - Date     Condition        Report By
 JN0416  HISTORY     - 1960     MONUMENTED       USGS
 JN0416
 JN0416                          STATION DESCRIPTION
 JN0416
 JN0416'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 JN0416'LOCATED ABOUT 20 MI. SSW. OF GREEN RIVER, ABOUT 20 MI. ENE. OF TEMPLE
 JN0416'JUNCTION STATION, ABOUT 1.5 MI. S. OF THE SAN RAFAEL RIVER, W. OF A
 JN0416'LARGE DIRT AIRSTRIP, ON THE W. EDGE OF A LARGE FLAT TOP MESA.
 JN0416'
 JN0416'STATION REACHED BY HELICOPTER.
 JN0416'
 JN0416'STATION MARK - STANDARD USGS TABLET STAMPED ---SHINE 1960--- BRAZED TO
 JN0416'TOP OF 2 IN. PIPE PROJECTING 0.6 FT. ABOVE GROUND.
 JN0416'
 JN0416'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.1
 JN0416'1960--- CEMENTED IN DRILL HOLE IN TOP OF BURIED ROCK, 33.30 FT. FROM
 JN0416'STATION, S 68 DEG 32 MIN E.
 JN0416'
 JN0416'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED --- NO.2
 JN0416'1960--- BRAZED TO TOP OF 2 IN. PIPE PROJECTING 0.3 FT. ABOVE GROUND
 JN0416'AND 34.38 FT. FROM STATION, N 21 DEG 35 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0584 ***********************************************************************
 LN0584  DESIGNATION -  SHINER
 LN0584  PID         -  LN0584
 LN0584  STATE/COUNTY-  UT/DAGGETT
 LN0584  COUNTRY     -  US
 LN0584  USGS QUAD   -  WARREN DRAW (2017)
 LN0584
 LN0584                         *CURRENT SURVEY CONTROL
 LN0584  ______________________________________________________________________
 LN0584* NAD 83(1994) POSITION- 40 49 02.61057(N) 109 11 30.82373(W)   ADJUSTED
 LN0584* NAVD 88 ORTHO HEIGHT -  2666.5   (meters)     8748.    (feet) VERTCON3
 LN0584  ______________________________________________________________________
 LN0584  GEOID HEIGHT    -        -14.054 (meters)                     GEOID18
 LN0584  LAPLACE CORR    -         -5.13  (seconds)                    DEFLEC18
 LN0584  HORZ ORDER      -  THIRD
 LN0584
 LN0584.The horizontal coordinates were established by classical geodetic methods
 LN0584.and adjusted by the National Geodetic Survey in November 1997.
 LN0584
 LN0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0584
 LN0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0584.GEOID18 height accuracy estimate available here.
 LN0584
 LN0584.Click photographs - Photos may exist for this station.
 LN0584
 LN0584.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0584
 LN0584. The following values were computed from the NAD 83(1994) position.
 LN0584
 LN0584;                    North         East     Units Scale Factor Converg.
 LN0584;SPC UT N     - 1,056,340.104   694,702.002   MT  0.99998527   +1 31 18.7
 LN0584;SPC UT N     - 3,465,675.82  2,279,201.48   sFT  0.99998527   +1 31 18.7
 LN0584;UTM  12      - 4,520,059.138   652,487.002   MT  0.99988620   +1 10 55.5
 LN0584
 LN0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0584!SPC UT N     -   0.99958410  x   0.99998527  =   0.99956938
 LN0584!UTM  12      -   0.99958410  x   0.99988620  =   0.99947035
 LN0584
 LN0584:                Primary Azimuth Mark                     Grid Az
 LN0584:SPC UT N     -  JOHNSON                                  136 12 08.3
 LN0584:UTM  12      -  JOHNSON                                  136 32 31.5
 LN0584
 LN0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL5248720059(NAD 83)
 LN0584
 LN0584|---------------------------------------------------------------------|
 LN0584| PID    Reference Object                     Distance      Geod. Az  |
 LN0584|                                                           dddmmss.s |
 LN0584| LN0580 BRIDGE                              APPROX.15.1 KM 0833107.1 |
 LN0584| LN0583 JOHNSON                             APPROX. 7.3 KM 1374327.0 |
 LN0584|---------------------------------------------------------------------|
 LN0584
 LN0584                          SUPERSEDED SURVEY CONTROL
 LN0584
 LN0584  NAD 83(1993)-  40 49 02.61021(N)    109 11 30.82259(W) AD(       ) 3
 LN0584  NAD 83(1992)-  40 49 02.59285(N)    109 11 30.81167(W) AD(       ) 3
 LN0584  NAD 83(1986)-  40 49 02.59248(N)    109 11 30.81375(W) AD(       ) 3
 LN0584  NAD 27      -  40 49 02.73653(N)    109 11 28.35491(W) AD(       ) 3
 LN0584  NGVD 29 (07/19/86) 2665.2    (m)         8744.     (f) VERT ANG       
 LN0584
 LN0584.Superseded values are not recommended for survey control.
 LN0584
 LN0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0584.See file dsdata.pdf to determine how the superseded data were derived.
 LN0584
 LN0584_MARKER: DD = SURVEY DISK
 LN0584_SETTING: 66 = SET IN ROCK OUTCROP
 LN0584_STAMPING: SHINER 1950
 LN0584_MARK LOGO: USGS
 LN0584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0584+STABILITY: POSITION/ELEVATION WELL
 LN0584
 LN0584  HISTORY     - Date     Condition        Report By
 LN0584  HISTORY     - 1950     MONUMENTED       USGS
 LN0584
 LN0584                          STATION DESCRIPTION
 LN0584
 LN0584'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LN0584'LOCATED ON A LARGE BARE TOPPED HILL, THE HIGHEST PEAK ON THE RIDGE
 LN0584'DIVIDING TOLIVERS AND SEARS CREEKS.
 LN0584'
 LN0584'TO REACH FROM VERNAL, DRIVE N.ALONG STATE HIGHWAY 44 FOR 27 MI. TO RD.
 LN0584'FORKS AND SIGN ---DIAMOND MT.RD.---, TURN RIGHT ALONG DIAMOND MOUNTAIN
 LN0584'RD.FOR 7.3 MI. TO RD. FORKS, TAKE RIGHT FORK 1.6 MI. TO RD. FORKS,
 LN0584'TURN LEFT AND FOLLOW MAIN TRAVELED RD. FOR 3.4 MI. TO RD. FORKS, TAKE
 LN0584'RIGHT FORK AND FOLLOW ALONG POT CREEK FOR 4.8 MI. TO RD. FORKS, TURN
 LN0584'LEFT UP WARREN DRAW FOR 5.0 MI. TO RD. FORKS, TURN RIGHT ALONG TRACK
 LN0584'RD. FOR 1.0 MI. TO BASE OF RIDGE.  PACK NE. UP RIDGE TO HIGHEST POINT
 LN0584'AND STATION.  A 50 MINUTE PACK.
 LN0584'
 LN0584'STATION MARK - STANDARD TABLET, STAMPED ---SHINER 1950---, SET IN
 LN0584'BEDROCK.
 LN0584'
 LN0584'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET, STAMPED ---NO.1
 LN0584'1950---, SET IN ROCK IN PLACE, 17.82 FT. FROM STATION MARK,
 LN0584'S 54 DEG 54 MIN E.
 LN0584'
 LN0584'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED --- NO.2
 LN0584'1950---, SET IN PROJECTING ROCK, 16.00 FT. FROM STATION MARK,
 LN0584'S 25 DEG 19 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0188 ***********************************************************************
 KO0188  DESIGNATION -  SHOE
 KO0188  PID         -  KO0188
 KO0188  STATE/COUNTY-  UT/MILLARD
 KO0188  COUNTRY     -  US
 KO0188  USGS QUAD   -  NEELS (2017)
 KO0188
 KO0188                         *CURRENT SURVEY CONTROL
 KO0188  ______________________________________________________________________
 KO0188* NAD 83(1994) POSITION- 39 04 17.69571(N) 112 45 31.76454(W)   ADJUSTED
 KO0188* NAVD 88 ORTHO HEIGHT -  1403.893 (meters)     4605.94  (feet) ADJUSTED
 KO0188  ______________________________________________________________________
 KO0188  GEOID HEIGHT    -        -20.043 (meters)                     GEOID18
 KO0188  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 KO0188  DYNAMIC HEIGHT  -       1402.563 (meters)     4601.58  (feet) COMP
 KO0188  MODELED GRAVITY -    979,631.7   (mgal)                       NAVD 88
 KO0188
 KO0188  HORZ ORDER      -  SECOND
 KO0188  VERT ORDER      -  FIRST     CLASS I
 KO0188
 KO0188.The horizontal coordinates were established by classical geodetic methods
 KO0188.and adjusted by the National Geodetic Survey in November 1997.
 KO0188
 KO0188.The orthometric height was determined by differential leveling and
 KO0188.adjusted by the NATIONAL GEODETIC SURVEY
 KO0188.in June 1991.
 KO0188
 KO0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0188.GEOID18 height accuracy estimate available here.
 KO0188
 KO0188.Click photographs - Photos may exist for this station.
 KO0188
 KO0188.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0188
 KO0188.The dynamic height is computed by dividing the NAVD 88
 KO0188.geopotential number by the normal gravity value computed on the
 KO0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0188.degrees latitude (g = 980.6199 gals.).
 KO0188
 KO0188.The modeled gravity was interpolated from observed gravity values.
 KO0188
 KO0188. The following values were computed from the NAD 83(1994) position.
 KO0188
 KO0188;                    North         East     Units Scale Factor Converg.
 KO0188;SPC UT C     - 2,082,727.550   391,067.633   MT  0.99998690   -0 48 23.0
 KO0188;SPC UT C     - 6,833,081.97  1,283,027.73   sFT  0.99998690   -0 48 23.0
 KO0188;UTM  12      - 4,326,192.360   347,849.001   MT  0.99988506   -1 06 31.6
 KO0188
 KO0188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0188!SPC UT C     -   0.99978293  x   0.99998690  =   0.99976983
 KO0188!UTM  12      -   0.99978293  x   0.99988506  =   0.99966801
 KO0188
 KO0188:                Primary Azimuth Mark                     Grid Az
 KO0188:SPC UT C     -  SHOE AZ MK                               017 47 42.0
 KO0188:UTM  12      -  SHOE AZ MK                               018 05 50.6
 KO0188
 KO0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ4784926192(NAD 83)
 KO0188
 KO0188|---------------------------------------------------------------------|
 KO0188| PID    Reference Object                     Distance      Geod. Az  |
 KO0188|                                                           dddmmss.s |
 KO0188| KO0191 SHOE AZ MK                                         0165919.0 |
 KO0188| CM5988 SHOE RM 1                            11.630 METERS 11402     |
 KO0188| KO0190 SHOE RM 2                            10.318 METERS 34303     |
 KO0188|---------------------------------------------------------------------|
 KO0188
 KO0188                          SUPERSEDED SURVEY CONTROL
 KO0188
 KO0188  NAD 83(1986)-  39 04 17.68932(N)    112 45 31.75796(W) AD(       ) 2
 KO0188  NAD 27      -  39 04 17.83390(N)    112 45 28.93750(W) AD(       ) 2
 KO0188  NGVD 29 (??/??/92) 1402.82   (m)         4602.4    (f) COMPUTED    1 1
 KO0188  NGVD 29            1402.84   (m)         4602.5    (f) LEVELING    3  
 KO0188
 KO0188.Superseded values are not recommended for survey control.
 KO0188
 KO0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0188.See file dsdata.pdf to determine how the superseded data were derived.
 KO0188
 KO0188_MARKER: DS = TRIANGULATION STATION DISK
 KO0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0188_STAMPING: SHOE 1957
 KO0188_MARK LOGO: CGS
 KO0188_PROJECTION: PROJECTING
 KO0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0188+STABILITY: SURFACE MOTION
 KO0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0188+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2012
 KO0188
 KO0188  HISTORY     - Date     Condition        Report By
 KO0188  HISTORY     - 1957     MONUMENTED       CGS
 KO0188  HISTORY     - 1970     GOOD             NGS
 KO0188  HISTORY     - 1970     GOOD             NGS
 KO0188  HISTORY     - 20120113 GOOD             GEOCAC
 KO0188
 KO0188                          STATION DESCRIPTION
 KO0188
 KO0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0188'THE STATION IS LOCATED BETWEEN STATE HIGHWAY 257 AND THE UNION
 KO0188'PACIFIC RAILROAD TRACKS, ON RAILROAD RIGHT-OF-WAY PROPERTY.
 KO0188'IT IS ABOUT 4 MILES AIRLINE SOUTH-SOUTHWEST OF CLEAR LAKE
 KO0188'RAILROAD STATION AND 7 MILES AIRLINE NORTH-NORTHEAST OF BORDEN
 KO0188'RAILROAD STATION.
 KO0188'
 KO0188'TO REACH FROM THE U.S. POST OFFICE IN DESERET, GO WEST FOR 1
 KO0188'BLOCK TO STATE HIGHWAY 257.  TURN LEFT AND GO SOUTH ON STATE
 KO0188'HIGHWAY 257 FOR 12.6 MILES TO CLEAR LAKE RAILROAD STATION.
 KO0188'CONTINUE SOUTH ON STATE HIGHWAY 257 FOR 3.0 MILES TO RAILROAD
 KO0188'MILEPOST 628 AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH
 KO0188'ON STATE HIGHWAY 257 FOR 0.55 MILE TO THE STATION ON THE LEFT.
 KO0188'
 KO0188'THE STATION MARK IS A STANDARD DISK STAMPED SHOE 1957, SET
 KO0188'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 KO0188'4 INCHES.  IT IS 32 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 KO0188'15 FEET EAST OF A TRIANGULAR BLAZED TELEPHONE POLE, 18 FEET
 KO0188'EAST OF THE RIGHT-OF-WAY FENCE, 69 FEET WEST OF THE WEST RAIL
 KO0188'OF THE UNION PACIFIC RAILROAD AND 7 FEET SOUTHEAST OF A
 KO0188'STANDARD WITNESS POST.
 KO0188'
 KO0188'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SHOE NO
 KO0188'1 1957, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 KO0188'THAT PROJECTS 4 INCHES.  IT IS 30 FEET WEST OF THE WEST RAIL
 KO0188'OF THE UNION PACIFIC RAILROAD AND AT THE SAME ELEVATION AS
 KO0188'THE STATION.
 KO0188'
 KO0188'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SHOE NO
 KO0188'2 1957, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 KO0188'THAT PROJECTS 4 INCHES.  IT IS 1 FOOT EAST OF THE RIGHT-OF-WAY
 KO0188'FENCE AND AT THE SAME ELEVATION AS THE STATION.
 KO0188'
 KO0188'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SHOE 1957, SET
 KO0188'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 KO0188'6 INCHES.  IT IS 4 FEET EAST OF THE RAILROAD RIGHT-OF-WAY
 KO0188'FENCE, 2 FEET EAST OF MILEPOST 628 AND 87 FEET WEST OF THE
 KO0188'WEST RAIL OF THE UNION PACIFIC RAILROAD.
 KO0188
 KO0188                          STATION RECOVERY (1970)
 KO0188
 KO0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CS)
 KO0188'THE STATION, AZIMUTH AND R.M. 2 WERE RECOVERED IN GOOD CONDITION
 KO0188'AND LEVELED OVER.  R.M. 2 WAS FOUND DESTROYED.  R.M. 3 WAS
 KO0188'SET BY THIS PARTY IN 1970 AND LEVELED OVER.
 KO0188'
 KO0188'TO REACH FROM THE UNION PACIFIC RAILROAD STATION AT DELTA,
 KO0188'FOLLOW THE RAILROAD 21.9 MILES SOUTHWEST.
 KO0188'
 KO0188'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 KO0188'SHOE 1957.  71.3 FEET NORTHWEST OF THE NORTHWEST RAIL, 43.  FEET
 KO0188'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 257, 6.6
 KO0188'FEET SOUTHEAST OF A WITNESS POST, IN THE TOP OF A CONCRETE POST.
 KO0188'
 KO0188'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED SHOE NO 2
 KO0188'1957.  33.853 FEET NORTH-NORTHWEST OF THE STATION, IN THE TOP
 KO0188'OF A CONCRETE POST.
 KO0188'
 KO0188'R.M. 3 IS A C AND GS REFERENCE MARK DISK, STAMPED SHOE 1957
 KO0188'NO 3 1970.  32.79 FEET EAST-SOUTHEAST OF THE STATION, IN THE
 KO0188'TOP OF A CONCRETE POST.
 KO0188'
 KO0188'AZIMUTH MARK IS AN AZIMUTH MARK DISK, STAMPED SHOE 1957.  0.5
 KO0188'MILE NORTHEAST OF THE STATION, 1-1/2 FEET SOUTHEAST OF MILEPOLE
 KO0188'628, 86.7 FEET NORTHWEST OF THE NORTHWEST RAIL, 29 FEET SOUTHEAST
 KO0188'OF THE CENTER LINE OF STATE HIGHWAY 257, 1.9 FEET NORTHWEST
 KO0188'OF A WITNESS POST, IN THE TOP OF A CONCRETE POST.
 KO0188'
 KO0188'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--21 1/2-MILES
 KO0188'SOUTHWEST OF DELTA.
 KO0188
 KO0188                          STATION RECOVERY (1970)
 KO0188
 KO0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KO0188'21.9 MI SW FROM DELTA.
 KO0188'21.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0188'AT DELTA, 1 POLE SOUTHWEST OF MILEPOLE 627.50, 71.3 FEET NORTHWEST OF
 KO0188'THE NORTHWEST RAIL, 43 1/2 FEET SOUTHEAST OF THE CENTER LINE OF STATE
 KO0188'HIGHWAY 257, 33.853 FEET SOUTH-SOUTHEAST OF R.M. 2, 32.79 FEET
 KO0188'WEST-NORTHWEST OF R.M. 3, 17 FEET SOUTHEAST OF THE FIRST POLE
 KO0188'SOUTHWEST OF THE 1/2-MILE POLE, 20.5 FEET SOUTHEAST OF A FENCE, 6.6
 KO0188'FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND
 KO0188'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 KO0188'GROUND.
 KO0188
 KO0188                          STATION RECOVERY (2012)
 KO0188
 KO0188'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 KO0188'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0191 ***********************************************************************
 KO0191  DESIGNATION -  SHOE AZ MK
 KO0191  PID         -  KO0191
 KO0191  STATE/COUNTY-  UT/MILLARD
 KO0191  COUNTRY     -  US
 KO0191  USGS QUAD   -  NEELS (2017)
 KO0191
 KO0191                         *CURRENT SURVEY CONTROL
 KO0191  ______________________________________________________________________
 KO0191* NAD 83(1986) POSITION- 39 04 44.     (N) 112 45 21.     (W)   SCALED
 KO0191* NAVD 88 ORTHO HEIGHT -  1401.802 (meters)     4599.08  (feet) ADJUSTED
 KO0191  ______________________________________________________________________
 KO0191  GEOID HEIGHT    -        -20.043 (meters)                     GEOID18
 KO0191  DYNAMIC HEIGHT  -       1400.475 (meters)     4594.73  (feet) COMP
 KO0191  MODELED GRAVITY -    979,632.0   (mgal)                       NAVD 88
 KO0191
 KO0191  VERT ORDER      -  FIRST     CLASS I
 KO0191
 KO0191.The horizontal coordinates were scaled from a map and have
 KO0191.an estimated accuracy of +/- 6 seconds.
 KO0191
 KO0191.The orthometric height was determined by differential leveling and
 KO0191.adjusted by the NATIONAL GEODETIC SURVEY
 KO0191.in June 1991.
 KO0191
 KO0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0191.GEOID18 height accuracy estimate available here.
 KO0191
 KO0191.Click photographs - Photos may exist for this station.
 KO0191
 KO0191.The dynamic height is computed by dividing the NAVD 88
 KO0191.geopotential number by the normal gravity value computed on the
 KO0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0191.degrees latitude (g = 980.6199 gals.).
 KO0191
 KO0191.The modeled gravity was interpolated from observed gravity values.
 KO0191
 KO0191;                    North         East    Units  Estimated Accuracy
 KO0191;SPC UT C     - 2,083,540.      391,340.      MT  (+/- 180 meters Scaled)
 KO0191
 KO0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ481269(NAD 83)
 KO0191
 KO0191                          SUPERSEDED SURVEY CONTROL
 KO0191
 KO0191  NGVD 29 (??/??/92) 1400.73   (m)         4595.6    (f) COMPUTED    1 1
 KO0191
 KO0191.Superseded values are not recommended for survey control.
 KO0191
 KO0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0191.See file dsdata.pdf to determine how the superseded data were derived.
 KO0191
 KO0191_MARKER: DZ = AZIMUTH MARK DISK
 KO0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0191_STAMPING: SHOE 1957
 KO0191_MARK LOGO: CGS
 KO0191_PROJECTION: PROJECTING
 KO0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0191+STABILITY: SURFACE MOTION
 KO0191
 KO0191  HISTORY     - Date     Condition        Report By
 KO0191  HISTORY     - 1957     MONUMENTED       CGS
 KO0191  HISTORY     - 1970     GOOD             NGS
 KO0191
 KO0191                          STATION DESCRIPTION
 KO0191
 KO0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0191'21.4 MI SW FROM DELTA.
 KO0191'21.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0191'AT DELTA, 1 1/2 FEET SOUTHEAST OF MILEPOLE 628, 86.7 FEET NORTHWEST OF
 KO0191'THE NORTHWEST RAIL, 29 FEET SOUTHEAST OF THE CENTER LINE OF STATE
 KO0191'HIGHWAY 257, 5.6 FEET SOUTHEAST OF A FENCE, 1.9 FEET NORTHWEST OF A
 KO0191'WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE
 KO0191'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0190 ***********************************************************************
 KO0190  DESIGNATION -  SHOE RM 2
 KO0190  PID         -  KO0190
 KO0190  STATE/COUNTY-  UT/MILLARD
 KO0190  COUNTRY     -  US
 KO0190  USGS QUAD   -  NEELS (2017)
 KO0190
 KO0190                         *CURRENT SURVEY CONTROL
 KO0190  ______________________________________________________________________
 KO0190* NAD 83(1986) POSITION- 39 04 18.02   (N) 112 45 31.89   (W)   HD_HELD1
 KO0190* NAVD 88 ORTHO HEIGHT -  1403.991 (meters)     4606.26  (feet) ADJUSTED
 KO0190  ______________________________________________________________________
 KO0190  GEOID HEIGHT    -        -20.043 (meters)                     GEOID18
 KO0190  DYNAMIC HEIGHT  -       1402.661 (meters)     4601.90  (feet) COMP
 KO0190  MODELED GRAVITY -    979,631.6   (mgal)                       NAVD 88
 KO0190
 KO0190  VERT ORDER      -  FIRST     CLASS I
 KO0190
 KO0190.The horizontal coordinates were determined by differentially corrected
 KO0190.hand held GPS observations or other comparable positioning techniques
 KO0190.and have an estimated accuracy of +/- 3 meters.
 KO0190
 KO0190.The orthometric height was determined by differential leveling and
 KO0190.adjusted by the NATIONAL GEODETIC SURVEY
 KO0190.in June 1991.
 KO0190
 KO0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0190.GEOID18 height accuracy estimate available here.
 KO0190
 KO0190.Click photographs - Photos may exist for this station.
 KO0190
 KO0190.The dynamic height is computed by dividing the NAVD 88
 KO0190.geopotential number by the normal gravity value computed on the
 KO0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0190.degrees latitude (g = 980.6199 gals.).
 KO0190
 KO0190.The modeled gravity was interpolated from observed gravity values.
 KO0190
 KO0190;                    North         East    Units  Estimated Accuracy
 KO0190;SPC UT C     - 2,082,737.6     391,064.8     MT  (+/- 3 meters HH1 GPS) 
 KO0190
 KO0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ4784626202(NAD 83)
 KO0190
 KO0190                          SUPERSEDED SURVEY CONTROL
 KO0190
 KO0190  NGVD 29 (??/??/92) 1402.92   (m)         4602.7    (f) COMPUTED    1 1
 KO0190
 KO0190.Superseded values are not recommended for survey control.
 KO0190
 KO0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0190.See file dsdata.pdf to determine how the superseded data were derived.
 KO0190
 KO0190_MARKER: DR = REFERENCE MARK DISK
 KO0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0190_STAMPING: SHOE NO 2 1957
 KO0190_MARK LOGO: CGS
 KO0190_PROJECTION: PROJECTING
 KO0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0190+STABILITY: SURFACE MOTION
 KO0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0190+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2012
 KO0190
 KO0190  HISTORY     - Date     Condition        Report By
 KO0190  HISTORY     - 1957     MONUMENTED       CGS
 KO0190  HISTORY     - 1970     GOOD             NGS
 KO0190  HISTORY     - 20120113 GOOD             GEOCAC
 KO0190
 KO0190                          STATION DESCRIPTION
 KO0190
 KO0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0190'21.9 MI SW FROM DELTA.
 KO0190'21.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0190'AT DELTA, 1 POLE SOUTHWEST OF MILEPOLE 627.50, 90.4 FEET NORTHWEST OF
 KO0190'THE NORTHWEST RAIL, 24 1/2 FEET SOUTHEAST OF THE CENTER LINE OF STATE
 KO0190'HIGHWAY 257, 33.853 FEET NORTH-NORTHWEST OF THE STATION, 56.79 FEET
 KO0190'NORTH-NORTHWEST OF R.M. 3, 27 1/2 FEET NORTHEAST OF THE FIRST POLE
 KO0190'SOUTHWEST OF THE 1/2-MILE POLE, 1.4 FEET SOUTHEAST OF A FENCE, ABOUT 1
 KO0190'FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 KO0190'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KO0190
 KO0190                          STATION RECOVERY (2012)
 KO0190
 KO0190'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 KO0190'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0189 ***********************************************************************
 KO0189  DESIGNATION -  SHOE RM 3
 KO0189  PID         -  KO0189
 KO0189  STATE/COUNTY-  UT/MILLARD
 KO0189  COUNTRY     -  US
 KO0189  USGS QUAD   -  NEELS (2017)
 KO0189
 KO0189                         *CURRENT SURVEY CONTROL
 KO0189  ______________________________________________________________________
 KO0189* NAD 83(1986) POSITION- 39 04 17.64   (N) 112 45 31.36   (W)   HD_HELD1
 KO0189* NAVD 88 ORTHO HEIGHT -  1403.965 (meters)     4606.18  (feet) ADJUSTED
 KO0189  ______________________________________________________________________
 KO0189  GEOID HEIGHT    -        -20.043 (meters)                     GEOID18
 KO0189  DYNAMIC HEIGHT  -       1402.635 (meters)     4601.81  (feet) COMP
 KO0189  MODELED GRAVITY -    979,631.6   (mgal)                       NAVD 88
 KO0189
 KO0189  VERT ORDER      -  FIRST     CLASS I
 KO0189
 KO0189.The horizontal coordinates were determined by differentially corrected
 KO0189.hand held GPS observations or other comparable positioning techniques
 KO0189.and have an estimated accuracy of +/- 3 meters.
 KO0189
 KO0189.The orthometric height was determined by differential leveling and
 KO0189.adjusted by the NATIONAL GEODETIC SURVEY
 KO0189.in June 1991.
 KO0189
 KO0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0189.GEOID18 height accuracy estimate available here.
 KO0189
 KO0189.Click photographs - Photos may exist for this station.
 KO0189
 KO0189.The dynamic height is computed by dividing the NAVD 88
 KO0189.geopotential number by the normal gravity value computed on the
 KO0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0189.degrees latitude (g = 980.6199 gals.).
 KO0189
 KO0189.The modeled gravity was interpolated from observed gravity values.
 KO0189
 KO0189;                    North         East    Units  Estimated Accuracy
 KO0189;SPC UT C     - 2,082,725.7     391,077.3     MT  (+/- 3 meters HH1 GPS) 
 KO0189
 KO0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ4785826190(NAD 83)
 KO0189
 KO0189                          SUPERSEDED SURVEY CONTROL
 KO0189
 KO0189  NGVD 29 (??/??/92) 1402.89   (m)         4602.6    (f) COMPUTED    1 1
 KO0189
 KO0189.Superseded values are not recommended for survey control.
 KO0189
 KO0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0189.See file dsdata.pdf to determine how the superseded data were derived.
 KO0189
 KO0189_MARKER: DR = REFERENCE MARK DISK
 KO0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0189_STAMPING: SHOE 1957 NO 3 1970
 KO0189_MARK LOGO: CGS
 KO0189_PROJECTION: PROJECTING
 KO0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0189+STABILITY: SURFACE MOTION
 KO0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0189+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2012
 KO0189
 KO0189  HISTORY     - Date     Condition        Report By
 KO0189  HISTORY     - 1970     MONUMENTED       NGS
 KO0189  HISTORY     - 20120113 GOOD             GEOCAC
 KO0189
 KO0189                          STATION DESCRIPTION
 KO0189
 KO0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0189'21.9 MI SW FROM DELTA.
 KO0189'21.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0189'AT DELTA, 49 1/2 FEET SOUTHEAST OF THE FIRST POLE SOUTHWEST OF
 KO0189'1/2-MILE POLE 627.50, 38.8 FEET NORTHWEST OF THE NORTHWEST RAIL, 76
 KO0189'FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 257, 56.79 FEET
 KO0189'SOUTH-SOUTHEAST OF R.M. 2, 32.79 FEET EAST-SOUTHEAST OF THE STATION,
 KO0189'2.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 KO0189'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 KO0189'THE GROUND.
 KO0189
 KO0189                          STATION RECOVERY (2012)
 KO0189
 KO0189'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 KO0189'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0459 ***********************************************************************
 KO0459  DESIGNATION -  SHORE
 KO0459  PID         -  KO0459
 KO0459  STATE/COUNTY-  UT/MILLARD
 KO0459  COUNTRY     -  US
 KO0459  USGS QUAD   -  COYOTE KNOLLS (2017)
 KO0459
 KO0459                         *CURRENT SURVEY CONTROL
 KO0459  ______________________________________________________________________
 KO0459* NAD 83(1994) POSITION- 39 28 34.92879(N) 113 30 34.22507(W)   ADJUSTED
 KO0459* NAVD 88 ORTHO HEIGHT -  1516.6   (meters)     4976.    (feet) VERTCON3
 KO0459  ______________________________________________________________________
 KO0459  GEOID HEIGHT    -        -19.838 (meters)                     GEOID18
 KO0459  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 KO0459  HORZ ORDER      -  THIRD
 KO0459
 KO0459.The horizontal coordinates were established by classical geodetic methods
 KO0459.and adjusted by the National Geodetic Survey in November 1997.
 KO0459
 KO0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0459
 KO0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0459.GEOID18 height accuracy estimate available here.
 KO0459
 KO0459.Click photographs - Photos may exist for this station.
 KO0459
 KO0459.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0459
 KO0459. The following values were computed from the NAD 83(1994) position.
 KO0459
 KO0459;                    North         East     Units Scale Factor Converg.
 KO0459;SPC UT C     - 2,128,840.450   327,125.591   MT  0.99991829   -1 17 14.1
 KO0459;SPC UT C     - 6,984,370.71  1,073,244.54   sFT  0.99991829   -1 17 14.1
 KO0459;UTM  12      - 4,372,648.275   284,148.648   MT  1.00017368   -1 35 45.8
 KO0459
 KO0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0459!SPC UT C     -   0.99976524  x   0.99991829  =   0.99968355
 KO0459!UTM  12      -   0.99976524  x   1.00017368  =   0.99993888
 KO0459
 KO0459:                Primary Azimuth Mark                     Grid Az
 KO0459:SPC UT C     -  87 HJH                                   307 50 41.2
 KO0459:UTM  12      -  87 HJH                                   308 09 12.9
 KO0459
 KO0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ8414872648(NAD 83)
 KO0459
 KO0459|---------------------------------------------------------------------|
 KO0459| PID    Reference Object                     Distance      Geod. Az  |
 KO0459|                                                           dddmmss.s |
 KO0459| KO0478 87 HJH                              APPROX.10.7 KM 3063327.1 |
 KO0459|---------------------------------------------------------------------|
 KO0459
 KO0459                          SUPERSEDED SURVEY CONTROL
 KO0459
 KO0459  NAD 83(1986)-  39 28 34.92358(N)    113 30 34.22279(W) AD(       ) 3
 KO0459  NAD 27      -  39 28 35.11472(N)    113 30 31.29313(W) AD(       ) 3
 KO0459  NGVD 29 (07/19/86) 1515.5    (m)         4972.     (f) VERT ANG       
 KO0459
 KO0459.Superseded values are not recommended for survey control.
 KO0459
 KO0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0459.See file dsdata.pdf to determine how the superseded data were derived.
 KO0459
 KO0459_MARKER: DD = SURVEY DISK
 KO0459_SETTING: 66 = SET IN ROCK OUTCROP
 KO0459_STAMPING: SHORE 1958
 KO0459_MARK LOGO: USGS
 KO0459_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0459+STABILITY: POSITION/ELEVATION WELL
 KO0459
 KO0459  HISTORY     - Date     Condition        Report By
 KO0459  HISTORY     - 1958     MONUMENTED       USGS
 KO0459
 KO0459                          STATION DESCRIPTION
 KO0459
 KO0459'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 KO0459'LOCATED ABOUT 22.0 MI. SE. OF TROUT CREEK, 8.0 MI. N. OF TULE SPRING,
 KO0459'ON A TOP WHICH IS IN THE APPROXIMATE CENTER OF A SMALL LONE RANGE OF
 KO0459'HILLS ON THE W. SHORE OF A DRY LAKE, ON HIGHEST POINT OF TOP, ABOUT
 KO0459'1000 FT. N. OF A LARGE, WHITE LIMESTONE DEPOSIT.
 KO0459'
 KO0459'TO REACH FROM HINCKLEY POST OFFICE, DRIVE N. FOR 0.3 MI. TO U.S.
 KO0459'HIGHWAY 6, TURN LEFT (W.) ON U.S. HIGHWAY 6 FOR 4.4 MI. TO RD. FORKS,
 KO0459'TAKE RIGHT FORK, A GRAVEL RD., WHICH IS OLD HIGHWAY 6 AND GO W. FOR
 KO0459'24.7 MI. TO RD. FORKS, TAKE LEFT FORK 12.2 MI. TO CROSSROADS, CONTINUE
 KO0459'STRAIGHT AHEAD ON OLD HIGHWAY 6 FOR 7.4 MI. TO RD. FORKS, TAKE SHARP
 KO0459'RIGHT FORK AND CONTINUE 4.1 MI. TO T-RD., TAKE LEFT FORK 0.2 MI. TO
 KO0459'TULE SPRING, TAKE TRACK RD. N. FOR 6.7 MI. TO RD. FORKS, TAKE LEFT
 KO0459'FORK 0.3 MI. TO PASS, CONTINUE NW. FOR 2.7 MI. TO A POINT ON RD.
 KO0459'OPPOSITE STATION TO E., LEAVE RD. AND TRAVEL E. CROSS-COUNTRY FOR
 KO0459'1.7 MI. TO FOOT OF HILL AND END OF TRUCK TRAVEL.  CLIMB HILL TO
 KO0459'MIDDLE TOP AND STATION.  ABOUT 20 MINUTE PACK.
 KO0459'
 KO0459'STATION MARK--STANDARD TABLET, STAMPED ---SHORE 1958---, CEMENTED IN
 KO0459'DRILL HOLE IN SOLID ROCK LEVEL WITH GROUND.
 KO0459'
 KO0459'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, CEMENTED IN DRILL HOLE
 KO0459'IN ROCK.
 KO0459'
 KO0459'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, CEMENTED IN DRILL HOLE
 KO0459'IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0573 ***********************************************************************
 HO0573  DESIGNATION -  SHORT
 HO0573  PID         -  HO0573
 HO0573  STATE/COUNTY-  UT/WASHINGTON
 HO0573  COUNTRY     -  US
 HO0573  USGS QUAD   -  HILDALE (2017)
 HO0573
 HO0573                         *CURRENT SURVEY CONTROL
 HO0573  ______________________________________________________________________
 HO0573* NAD 83(1994) POSITION- 37 02 05.61886(N) 112 59 15.47975(W)   ADJUSTED
 HO0573* NAVD 88 ORTHO HEIGHT -  2183.2   (meters)     7163.    (feet) VERTCON3
 HO0573  ______________________________________________________________________
 HO0573  GEOID HEIGHT    -        -22.609 (meters)                     GEOID18
 HO0573  LAPLACE CORR    -          5.88  (seconds)                    DEFLEC18
 HO0573  HORZ ORDER      -  FIRST
 HO0573
 HO0573.The horizontal coordinates were established by classical geodetic methods
 HO0573.and adjusted by the National Geodetic Survey in June 1998.
 HO0573
 HO0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0573
 HO0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0573.GEOID18 height accuracy estimate available here.
 HO0573
 HO0573.Click photographs - Photos may exist for this station.
 HO0573
 HO0573.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0573
 HO0573. The following values were computed from the NAD 83(1994) position.
 HO0573
 HO0573;                    North         East     Units Scale Factor Converg.
 HO0573;SPC UT S     - 3,041,920.210   367,644.610   MT  1.00003614   -0 54 41.2
 HO0573;SPC UT S     - 9,980,033.22  1,206,180.69   sFT  1.00003614   -0 54 41.2
 HO0573;UTM  12      - 4,100,590.579   323,219.233   MT  0.99998500   -1 11 50.9
 HO0573
 HO0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0573!SPC UT S     -   0.99966105  x   1.00003614  =   0.99969718
 HO0573!UTM  12      -   0.99966105  x   0.99998500  =   0.99964605
 HO0573
 HO0573:                Primary Azimuth Mark                     Grid Az
 HO0573:SPC UT S     -  SHORT AZ MK                              335 19 39.0
 HO0573:UTM  12      -  SHORT AZ MK                              335 36 48.7
 HO0573
 HO0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG2321900590(NAD 83)
 HO0573
 HO0573|---------------------------------------------------------------------|
 HO0573| PID    Reference Object                     Distance      Geod. Az  |
 HO0573|                                                           dddmmss.s |
 HO0573| CH3355 SHORT RM 1                           10.796 METERS 05828     |
 HO0573| CH3356 SHORT RM 2                           17.311 METERS 15847     |
 HO0573| CH3354 SHORT AZ MK                                        3342457.8 |
 HO0573|---------------------------------------------------------------------|
 HO0573
 HO0573                          SUPERSEDED SURVEY CONTROL
 HO0573
 HO0573  NAD 83(1992)-  37 02 05.61622(N)    112 59 15.48371(W) AD(       ) 1
 HO0573  NAD 83(1986)-  37 02 05.61375(N)    112 59 15.48212(W) AD(       ) 1
 HO0573  NAD 27      -  37 02 05.67200(N)    112 59 12.70600(W) AD(       ) 1
 HO0573  NGVD 29 (07/19/86) 2182.2    (m)         7159.     (f) VERT ANG       
 HO0573
 HO0573.Superseded values are not recommended for survey control.
 HO0573
 HO0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0573.See file dsdata.pdf to determine how the superseded data were derived.
 HO0573
 HO0573_MARKER: DS = TRIANGULATION STATION DISK
 HO0573_SETTING: 66 = SET IN ROCK OUTCROP
 HO0573
 HO0573  HISTORY     - Date     Condition        Report By
 HO0573  HISTORY     - 1938     MONUMENTED       CGS
 HO0573  HISTORY     - 1952     GOOD             CGS
 HO0573  HISTORY     - 1972     GOOD             AZHD
 HO0573
 HO0573                          STATION DESCRIPTION
 HO0573
 HO0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0573'STATION IS ABOUT 11.5 MILES SOUTH OF SPRINGDALE, UTAH AND ABOUT
 HO0573'3 MILES NORTHWEST OF SHORT CREEK, ARIZONA.  IT IS ON A SANDSTONE
 HO0573'PINNACLE NEAR THE SOUTHWEST END OF A REDDISH ROCKY MESA.  THERE
 HO0573'IS A LONG NARROW CANYON RUNNING NORTH AND SOUTH ABOUT ONE
 HO0573'QUARTER OF A MILE WEST OF THE STATION SEPARATING THE MESA ON
 HO0573'WHICH THE STATION IS FROM ANOTHER MESA ABOUT 1/2 MILE SOUTHWEST
 HO0573'WHICH ALSO RUNS APPROXIMATELY NORTH AND SOUTH.  A NARROW RIDGE
 HO0573'CROSSES THE CANYON NORTHWEST OF THE STATION.  REFERENCE
 HO0573'MARK NO. 1 IS EAST-NORTHEAST OF THE STATION AND ABOUT 25
 HO0573'FEET BELOW THE STATION.  REFERENCE MARK NO. 2 IS SOUTH OF AND
 HO0573'ABOUT 25 FEET BELOW THE STATION.  AZIMUTH MARK IS
 HO0573'APPROXIMATELY 1/2 MILE NORTH-NORTHWEST OF THE STATION ON THE
 HO0573'TOP OF A LARGE ROUND SANDSTONE OUTCROPPING ABOUT 100 YARDS
 HO0573'EAST OF THE LAST SAND RIDGE BEFORE REACHING THE STATION.
 HO0573'STATION IS REACHED FROM THE POST OFFICE AT SPRINGDALE,
 HO0573'UTAH BY GOING WEST ON UTAH HIGHWAY 15 FOR 3.4 MILES TO A
 HO0573'DIRT ROAD, SOUTH AT A GASOLINE STATION AND A SIGN (SHORT
 HO0573'CREEK 22 MILES).  TURN LEFT ON DIRT ROAD AND FOLLOW THE
 HO0573'MAIN TRAVELED ROAD FOR 11.7 MILES TO AN INTERSECTION WITH THE
 HO0573'HURRICANE, UTAH ROAD AT SIGN (ROCKVILLE 12 MILES).  THENCE
 HO0573'TURN LEFT AND FOLLOW THE MAIN TRAVELED ROAD FOR 2.45 MILES TO
 HO0573'A TRACK ROAD LEADING LEFT.  THENCE TURN LEFT ON THE TRACK
 HO0573'ROAD AND GO 0.3 MILE TO A GATE, GO THRU GATE AND CONTINUE
 HO0573'3.1 MILES TO THE CANAAN RANCH AND THE END OF THE TRUCK
 HO0573'TRAVEL.  ONLY ONE PLACE WAS FOUND AT WHICH THE MESA
 HO0573'COULD BE ASCENDED AND A ROPE ABOUT 20 FEET LONG WOULD BE
 HO0573'NECESSARY TO GET EQUIPMENT OVER ONE PLACE.  FROM THE CANAAN
 HO0573'RANCH FOLLOW A DIM TRAIL SOUTH ACROSS THE WEST END OF A SMALL
 HO0573'RESERVOIR AND ON AROUND THE LOWER RIM OF A SPUR EXTENDING OUT
 HO0573'TO THE SOUTHWEST FROM THE MAIN MESA.  AT A POINT ON THE SOUTHWEST
 HO0573'END OF THE SPUR THE ROCK SLIDE WHICH LEADS UP THE CLIFFS IS
 HO0573'VISIBLE AT 74-1/2 DEG MAGNETIC.  THERE IS A LARGE DEPRESSION
 HO0573'IN THE RIM DIRECTLY ABOVE THE ROCK SLIDE.  A WHITE SAND
 HO0573'RIDGE LEADS EAST UP THE CANYON TO THE CLIFFS.  CROSS OVER TO
 HO0573'THE SAND RIDGE AND GO EAST ALONG THE RIDGE TO A POINT WITHIN A
 HO0573'FEW YARDS OF THE CLIFFS, BEAR RIGHT, CROSS DEEP WASH TO
 HO0573'THE RIGHT AND GO UP THE ROCK SLIDE TO LEDGE.  BEAR LEFT
 HO0573'FOR A SHORT DISTANCE, SWITCH BACK TO THE RIGHT ABOUT 15 YARDS
 HO0573'AND THENCE LEFT APPROXIMATELY FOR 0.3 MILE, SWITCH BACK TO
 HO0573'THE RIGHT 100 YARDS.  FROM HERE A DEEP CREVASSE WITH TWO
 HO0573'LARGE, DEAD, PINE TREES NEAR THE TOP IS VISIBLE AT 316 DEG
 HO0573'MAGNETIC.  THENCE SWITCH BACK TO LEFT AND FOLLOW CREVASSE TO
 HO0573'THE TOP.  AT A POINT A SHORT DISTANCE TO THE RIGHT OF THE
 HO0573'CREVASSE ON THE TOP OF THE MESA THE STATION BEARS 121 DEG
 HO0573'MEGNETIC.  THENCE BEAR RIGHT AND PICK WAY SOUTHEAST TO THE
 HO0573'PINNACLE AND THE STATION SITE.
 HO0573'
 HO0573'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 HO0573'DISKS SET IN BEDROCK.
 HO0573
 HO0573                          STATION RECOVERY (1952)
 HO0573
 HO0573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HO0573'THE STATION MARK, A STANDARD DISK STAMPED SHORT 1938 AND
 HO0573'SET IN CEMENT IN A DEPRESSION IN A SANDSTONE OUTCROP, WAS
 HO0573'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 HO0573'
 HO0573'REFERENCE MARKS 1 AND 2, STANDARD DISKS STAMPED SHORT NO 1
 HO0573'AND NO 2 1938, RESPECTIVELY, AND SET IN A DRILL HOLE IN
 HO0573'OUTCROPPING SANDSTONE, WERE RECOVERED IN GOOD CONDITION.
 HO0573'
 HO0573'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND, DUE TO
 HO0573'WEATHER CONDITIONS-DEEP SNOW.
 HO0573
 HO0573                          STATION RECOVERY (1972)
 HO0573
 HO0573'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 HO0573'GENERAL LOCATION-ABOUT 11.5 MILES S OF SPRINGDALE UTAH
 HO0573'AND ABOUT 3 MILES NW OF SHORT CREEK ARIZ. (COLORADO CITY)
 HO0573'
 HO0573'TO REACH-AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES
 HO0573'
 HO0573'STATION MARK-STD USC AND GS BC SET IN CEMENT IN A DEPRESSION
 HO0573'IN SANDSTONE OUTCROP STAMPED SHORT 1938
 HO0573'
 HO0573'REFERENCE MARKS-NO 1 AND NO 2 STD USC AND GS BCS SET IN
 HO0573'DRILL HOLE IN SANDSTONE OUTCROPPING STAMPED SHORT NO 1 AND
 HO0573'NO 2 1938 RESPECTIVELY COND. GOOD
 HO0573'
 HO0573'AZIMUTH MARK-NOT OBSERVED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0529 ***********************************************************************
 JM0529  DESIGNATION -  SI
 JM0529  PID         -  JM0529
 JM0529  STATE/COUNTY-  UT/SAN JUAN
 JM0529  COUNTRY     -  US
 JM0529  USGS QUAD   -  HARTS POINT SOUTH (2017)
 JM0529
 JM0529                         *CURRENT SURVEY CONTROL
 JM0529  ______________________________________________________________________
 JM0529* NAD 83(1994) POSITION- 38 06 36.99301(N) 109 35 09.64253(W)   ADJUSTED
 JM0529* NAVD 88 ORTHO HEIGHT -  2003.5   (meters)     6573.    (feet) VERTCON3
 JM0529  ______________________________________________________________________
 JM0529  GEOID HEIGHT    -        -19.175 (meters)                     GEOID18
 JM0529  LAPLACE CORR    -          6.25  (seconds)                    DEFLEC18
 JM0529  HORZ ORDER      -  THIRD
 JM0529
 JM0529.The horizontal coordinates were established by classical geodetic methods
 JM0529.and adjusted by the National Geodetic Survey in November 1997.
 JM0529
 JM0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0529
 JM0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0529.GEOID18 height accuracy estimate available here.
 JM0529
 JM0529.Click photographs - Photos may exist for this station.
 JM0529
 JM0529.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0529
 JM0529. The following values were computed from the NAD 83(1994) position.
 JM0529
 JM0529;                    North         East     Units Scale Factor Converg.
 JM0529;SPC UT S     - 3,161,936.753   667,841.062   MT  0.99996746   +1 10 21.6
 JM0529;SPC UT S     -10,373,787.50  2,191,075.22   sFT  0.99996746   +1 10 21.6
 JM0529;UTM  12      - 4,218,994.613   623,961.282   MT  0.99978925   +0 52 22.1
 JM0529
 JM0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0529!SPC UT S     -   0.99968873  x   0.99996746  =   0.99965620
 JM0529!UTM  12      -   0.99968873  x   0.99978925  =   0.99947805
 JM0529
 JM0529:                Primary Azimuth Mark                     Grid Az
 JM0529:SPC UT S     -  DUGOUT                                   096 12 37.4
 JM0529:UTM  12      -  DUGOUT                                   096 30 36.9
 JM0529
 JM0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH2396118994(NAD 83)
 JM0529
 JM0529|---------------------------------------------------------------------|
 JM0529| PID    Reference Object                     Distance      Geod. Az  |
 JM0529|                                                           dddmmss.s |
 JM0529| JM0527 DUGOUT                              APPROX. 3.2 KM 0972259.0 |
 JM0529|---------------------------------------------------------------------|
 JM0529
 JM0529                          SUPERSEDED SURVEY CONTROL
 JM0529
 JM0529  NAD 83(1986)-  38 06 36.98262(N)    109 35 09.64599(W) AD(       ) 3
 JM0529  NAD 27      -  38 06 37.02248(N)    109 35 07.22648(W) AD(       ) 3
 JM0529  NGVD 29 (07/19/86) 2002.5    (m)         6570.     (f) VERT ANG       
 JM0529
 JM0529.Superseded values are not recommended for survey control.
 JM0529
 JM0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0529.See file dsdata.pdf to determine how the superseded data were derived.
 JM0529
 JM0529_MARKER: DD = SURVEY DISK
 JM0529_SETTING: 66 = SET IN ROCK OUTCROP
 JM0529_STAMPING: SI 1953
 JM0529_MARK LOGO: USGS
 JM0529_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0529+STABILITY: POSITION/ELEVATION WELL
 JM0529
 JM0529  HISTORY     - Date     Condition        Report By
 JM0529  HISTORY     - 1953     MONUMENTED       USGS
 JM0529
 JM0529                          STATION DESCRIPTION
 JM0529
 JM0529'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JM0529'LOCATED ABOUT 33 MI. S. OF MOAB, 18 MI. ESE. OF CONFLUENCE OF GREEN
 JM0529'AND COLORADO RIVERS, ON PROMINENT BUTTE, THE TOP OF WHICH IS ABOUT
 JM0529'200 FT. LONG AND ABOUT 40 FT. WIDE.  THIS BUTTE IS S. OF LARGE MESA
 JM0529'WHICH IS TIED TO LARGE PLATEAU KNOWN AS HART POINT BY A SHARP RIDGE.
 JM0529'THE STATION IS ABOUT 1 MI. N. OF FORMATION IN INDIAN CREEK CANYON
 JM0529'KNOWN AS THE ISLAND.  THE STATION IS INTERVISIBLE WITH AND 3 MI. NW.
 JM0529'OF DUGOUT RANCH.  STATION MARK IS ON S. TOP OF BUTTE.
 JM0529'
 JM0529'STATION REACHED BY HELICOPTER.
 JM0529'
 JM0529'STATION MARK--STANDARD TABLET STAMPED ---SI 1953---, CEMENTED IN
 JM0529'LIMESTONE BEDROCK.
 JM0529'
 JM0529'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0614 ***********************************************************************
 HO0614  DESIGNATION -  SILVER
 HO0614  PID         -  HO0614
 HO0614  STATE/COUNTY-  UT/IRON
 HO0614  COUNTRY     -  US
 HO0614  USGS QUAD   -  SILVER PEAK (2017)
 HO0614
 HO0614                         *CURRENT SURVEY CONTROL
 HO0614  ______________________________________________________________________
 HO0614* NAD 83(1994) POSITION- 37 40 46.94320(N) 113 27 32.63593(W)   ADJUSTED
 HO0614* NAVD 88 ORTHO HEIGHT -  2218.0   (meters)     7277.    (feet) VERTCON3
 HO0614  ______________________________________________________________________
 HO0614  GEOID HEIGHT    -        -22.553 (meters)                     GEOID18
 HO0614  LAPLACE CORR    -         10.00  (seconds)                    DEFLEC18
 HO0614  HORZ ORDER      -  THIRD
 HO0614
 HO0614.The horizontal coordinates were established by classical geodetic methods
 HO0614.and adjusted by the National Geodetic Survey in November 1997.
 HO0614
 HO0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0614
 HO0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0614.GEOID18 height accuracy estimate available here.
 HO0614
 HO0614.Click photographs - Photos may exist for this station.
 HO0614
 HO0614.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0614
 HO0614. The following values were computed from the NAD 83(1994) position.
 HO0614
 HO0614;                    North         East     Units Scale Factor Converg.
 HO0614;SPC UT S     - 3,114,240.392   327,205.539   MT  0.99995295   -1 12 01.1
 HO0614;SPC UT S     -10,217,303.69  1,073,506.84   sFT  0.99995295   -1 12 01.1
 HO0614;UTM  12      - 4,173,124.190   283,148.001   MT  1.00017925   -1 30 13.3
 HO0614
 HO0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0614!SPC UT S     -   0.99965561  x   0.99995295  =   0.99960858
 HO0614!UTM  12      -   0.99965561  x   1.00017925  =   0.99983480
 HO0614
 HO0614:                Primary Azimuth Mark                     Grid Az
 HO0614:SPC UT S     -  HARRISON                                 217 00 05.5
 HO0614:UTM  12      -  HARRISON                                 217 18 17.7
 HO0614
 HO0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG8314873124(NAD 83)
 HO0614
 HO0614|---------------------------------------------------------------------|
 HO0614| PID    Reference Object                     Distance      Geod. Az  |
 HO0614|                                                           dddmmss.s |
 HO0614| HO0637 HARRISON                            APPROX. 7.5 KM 2154804.4 |
 HO0614|---------------------------------------------------------------------|
 HO0614
 HO0614                          SUPERSEDED SURVEY CONTROL
 HO0614
 HO0614  NAD 83(1986)-  37 40 46.94143(N)    113 27 32.62995(W) AD(       ) 3
 HO0614  NAD 27      -  37 40 47.04297(N)    113 27 29.77618(W) AD(       ) 3
 HO0614  NGVD 29 (07/19/86) 2216.8    (m)         7273.     (f) VERT ANG       
 HO0614
 HO0614.Superseded values are not recommended for survey control.
 HO0614
 HO0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0614.See file dsdata.pdf to determine how the superseded data were derived.
 HO0614
 HO0614_MARKER: DB = BENCH MARK DISK
 HO0614_SETTING: 66 = SET IN ROCK OUTCROP
 HO0614_STAMPING: SILVER 1948
 HO0614_MARK LOGO: USGS
 HO0614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0614+STABILITY: POSITION/ELEVATION WELL
 HO0614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0614+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2018
 HO0614
 HO0614  HISTORY     - Date     Condition        Report By
 HO0614  HISTORY     - 1948     MONUMENTED       USGS
 HO0614  HISTORY     - 20180817 GOOD             INDIV
 HO0614
 HO0614                          STATION DESCRIPTION
 HO0614
 HO0614'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 HO0614'LOCATED ABOUT 5.0 MI. NE. OF NEWCASTLE, 0.8 MI. N. OF STATE HIGHWAY
 HO0614'56, ON HIGHEST POINT OF SHARP PEAK KNOWN LOCALLY AS SILVER MOUNTAIN
 HO0614'AND CONSPICUOUS FROM A LARGE GRAY SLIDE ON S. SIDE.
 HO0614'
 HO0614'TO REACH FROM CEDAR CITY, DRIVE W. ON STATE HIGHWAY 56 FOR 25.5 MI. TO
 HO0614'DIM RD. N., FOLLOW THIS RD. 1.0 MI. THROUGH CEDAR GROWTH TO POINT 1.0
 HO0614'MI. E. OF TOP AND END TRUCK TRAVEL.  PACK 1.0 MI. W. UP STEEP ROCKY
 HO0614'SLOPE TO HIGHEST POINT AND STATION.
 HO0614'
 HO0614'STATION MARK--STANDARD TABLET, STAMPED ---SILVER 1948---, CEMENTED IN
 HO0614'BEDROCK.
 HO0614'
 HO0614'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0614'1---, CEMENTED IN ROCK OUTCROP, 3.0 FT. LOWER THAN STATION MARK.
 HO0614'
 HO0614'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0614'2---, CEMENTED IN LARGE PROJECTING ROCK ON SW. SIDE OF HEAD OF DRAW,
 HO0614'12 FT. LOWER THAN STATION MARK.
 HO0614
 HO0614                          STATION RECOVERY (2018)
 HO0614
 HO0614'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (TWG)
 HO0614'REFERENCE MARK 1 IS LOCATED NORTH OF THE STATION MARK AND REFERENCE
 HO0614'MARK 2 IS LOCATED WEST-SOUTHWEST OF THE STATION MARK.  THE STATION
 HO0614'MARK IS CEMENTED ADJACENT TO A LARGE BOULDER, WHICH IS THE HIGHEST
 HO0614'POINT OF SILVER PEAK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0824 ***********************************************************************
 LO0824  DESIGNATION -  SILVER
 LO0824  PID         -  LO0824
 LO0824  STATE/COUNTY-  UT/SALT LAKE
 LO0824  COUNTRY     -  US
 LO0824  USGS QUAD   -  PARK CITY WEST (2017)
 LO0824
 LO0824                         *CURRENT SURVEY CONTROL
 LO0824  ______________________________________________________________________
 LO0824* NAD 83(1994) POSITION- 40 39 07.92269(N) 111 35 37.86619(W)   ADJUSTED
 LO0824* NAVD 88 ORTHO HEIGHT -  3050.9   (meters)    10009.    (feet) VERTCON3
 LO0824  ______________________________________________________________________
 LO0824  GEOID HEIGHT    -        -15.471 (meters)                     GEOID18
 LO0824  LAPLACE CORR    -          2.63  (seconds)                    DEFLEC18
 LO0824  HORZ ORDER      -  FIRST
 LO0824
 LO0824.The horizontal coordinates were established by classical geodetic methods
 LO0824.and adjusted by the National Geodetic Survey in November 1997.
 LO0824
 LO0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0824
 LO0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0824.GEOID18 height accuracy estimate available here.
 LO0824
 LO0824.Click photographs - Photos may exist for this station.
 LO0824
 LO0824.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0824
 LO0824. The following values were computed from the NAD 83(1994) position.
 LO0824
 LO0824;                    North         East     Units Scale Factor Converg.
 LO0824;SPC UT C     - 2,257,452.191   492,062.404   MT  1.00000055   -0 03 36.4
 LO0824;SPC UT C     - 7,406,324.40  1,614,374.74   sFT  1.00000055   -0 03 36.4
 LO0824;UTM  12      - 4,500,318.716   449,794.415   MT  0.99963102   -0 23 12.8
 LO0824
 LO0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0824!SPC UT C     -   0.99952407  x   1.00000055  =   0.99952462
 LO0824!UTM  12      -   0.99952407  x   0.99963102  =   0.99915527
 LO0824
 LO0824:                Primary Azimuth Mark                     Grid Az
 LO0824:SPC UT C     -  PARK                                     121 52 12.1
 LO0824:UTM  12      -  PARK                                     122 11 48.5
 LO0824
 LO0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL4979400318(NAD 83)
 LO0824
 LO0824|---------------------------------------------------------------------|
 LO0824| PID    Reference Object                     Distance      Geod. Az  |
 LO0824|                                                           dddmmss.s |
 LO0824| CM6000 SILVER RM 1                           6.914 METERS 04401     |
 LO0824| LO0716 PARK                                APPROX.10.7 KM 1214835.7 |
 LO0824| CM6001 SILVER RM 2                           8.987 METERS 17954     |
 LO0824|---------------------------------------------------------------------|
 LO0824
 LO0824                          SUPERSEDED SURVEY CONTROL
 LO0824
 LO0824  NAD 83(1993)-  40 39 07.92267(N)    111 35 37.86481(W) AD(       ) 1
 LO0824  NAD 83(1986)-  40 39 07.90970(N)    111 35 37.85687(W) AD(       ) 1
 LO0824  NAD 27      -  40 39 08.09554(N)    111 35 35.12394(W) AD(       ) 1
 LO0824  NGVD 29 (07/19/86) 3049.5    (m)        10005.     (f) VERT ANG       
 LO0824
 LO0824.Superseded values are not recommended for survey control.
 LO0824
 LO0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0824.See file dsdata.pdf to determine how the superseded data were derived.
 LO0824
 LO0824_MARKER: DB = BENCH MARK DISK
 LO0824_SETTING: 80 = SET IN A BOULDER
 LO0824_STAMPING: SILVER 1954
 LO0824_MARK LOGO: USGS
 LO0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0824+STABILITY: SURFACE MOTION
 LO0824
 LO0824  HISTORY     - Date     Condition        Report By
 LO0824  HISTORY     - 1954     MONUMENTED       USGS
 LO0824  HISTORY     - 1973     GOOD             NGS
 LO0824  HISTORY     - 20250702 GOOD             PEAKBG
 LO0824
 LO0824                          STATION DESCRIPTION
 LO0824
 LO0824'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LO0824'LOCATED ABOUT 5.0 MI. NW. OF PARK CITY AND 3.0 MI. NW. OF BRIGHTON,
 LO0824'IN THE MIDDLE OF A LONG FLAT-TOPPED PEAK.
 LO0824'
 LO0824'TO REACH FROM PARK CITY POST OFFICE, DRIVE S. ON MAIN STREET FOR 0.3
 LO0824'MI., TURN RIGHT SW. ON KING MINE RD. FOR 7.2 MI. PASSING KING MINE AND
 LO0824'THAYNE  MINES TO SUMMIT AND Y-RD., TURN RIGHT N. ON THE E. RD. OF
 LO0824'THREE RDS. AND DRIVE 1.2 MI. TO DIM Y-RD., AT SHARP BEND IN MAIN RD.,
 LO0824'TURN LEFT NW. FOR 0.5 MI. ON ROUGH SIDE HILL RD. WALK ABOUT 2 MI. N.
 LO0824'AND W. ALONG TRAIL PASSING SEVERAL PEAKS ON WAY TO HIGHEST PEAK AND
 LO0824'STATION.  ABOUT 1 HOUR PACK.
 LO0824'
 LO0824'STATION MARK - EXISTING STANDARD TABLET ADDITIONALLY STAMPED ---SILVER
 LO0824'1954--- CEMENTED IN SANDSTONE BOULDER.
 LO0824'
 LO0824'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER IN TREE, 59.15 FT. FROM
 LO0824'STATION MARK.
 LO0824'
 LO0824'REFERENCE MARK NO.2 - CHISELED CROSS ON SIDE OF SANDSTONE OUTCROP,
 LO0824'20.08 FT. FROM STATION MARK.
 LO0824
 LO0824                          STATION RECOVERY (1973)
 LO0824
 LO0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0824'THE STATION IS LOCATED ABOUT 4.5 MILES WEST OF PARK CITY, 4
 LO0824'MILES NORTH OF BRIGHTON, NEAR THE SALT LAKE-SUMMIT COUNTY LINE,
 LO0824'ON TOP OF A MOUNTAIN AND ON PROPERTY OWNED BY THE U.S. FOREST
 LO0824'SERVICE, SALT LAKE CITY, UTAH.
 LO0824'
 LO0824'THE STATION WAS REACHED BY HELICOPTER.  IT CAN BE LANDED ABOUT
 LO0824'200 FEET SOUTH OF THE STATION.
 LO0824'
 LO0824'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED
 LO0824'SILVER 1954, CEMENTED IN A DRILL HOLE IN THE TOP OF A 2X2-FOOT
 LO0824'BOULDER THAT PROJECTS 8 INCHES ABOVE THE GROUND.
 LO0824'
 LO0824'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SILVER USGS NO 1
 LO0824'1973, BRAZED TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 8
 LO0824'INCHES ABOVE THE GROUND.
 LO0824'
 LO0824'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SILVER USGS NO 2
 LO0824'1973, BRAZED TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 12
 LO0824'INCHES ABOVE THE GROUND.
 LO0824'
 LO0824'NO AZIMUTH MARK WAS ESTABLISHED.
 LO0824
 LO0824                          STATION RECOVERY (2025)
 LO0824
 LO0824'RECOVERY NOTE BY PEAK BAGGER 2025 (DG)
 LO0824'STATION MARK AND BOTH REFERENCE MARKS FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0359 ***********************************************************************
 LP0359  DESIGNATION -  SILVER
 LP0359  PID         -  LP0359
 LP0359  STATE/COUNTY-  UT/SALT LAKE
 LP0359  COUNTRY     -  US
 LP0359  USGS QUAD   -  MAGNA (2017)
 LP0359
 LP0359                         *CURRENT SURVEY CONTROL
 LP0359  ______________________________________________________________________
 LP0359* NAD 83(1994) POSITION- 40 43 33.13036(N) 112 01 08.86364(W)   ADJUSTED
 LP0359* NAVD 88 ORTHO HEIGHT -  1295.    (meters)     4249.    (feet) SCALED
 LP0359  ______________________________________________________________________
 LP0359  GEOID HEIGHT    -        -17.167 (meters)                     GEOID18
 LP0359  LAPLACE CORR    -          0.94  (seconds)                    DEFLEC18
 LP0359  HORZ ORDER      -  FIRST
 LP0359
 LP0359.The horizontal coordinates were established by classical geodetic methods
 LP0359.and adjusted by the National Geodetic Survey in November 1997.
 LP0359
 LP0359.The orthometric height was scaled from a topographic map.
 LP0359
 LP0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0359.GEOID18 height accuracy estimate available here.
 LP0359
 LP0359.Click photographs - Photos may exist for this station.
 LP0359
 LP0359.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0359
 LP0359. The following values were computed from the NAD 83(1994) position.
 LP0359
 LP0359;                    North         East     Units Scale Factor Converg.
 LP0359;SPC UT C     - 2,265,756.150   456,141.924   MT  1.00001976   -0 19 57.2
 LP0359;SPC UT C     - 7,433,568.30  1,496,525.63   sFT  1.00001976   -0 19 57.2
 LP0359;UTM  12      - 4,508,826.130   413,934.898   MT  0.99969117   -0 39 53.9
 LP0359
 LP0359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0359!SPC UT C     -   0.99979960  x   1.00001976  =   0.99981936
 LP0359!UTM  12      -   0.99979960  x   0.99969117  =   0.99949083
 LP0359
 LP0359:                Primary Azimuth Mark                     Grid Az
 LP0359:SPC UT C     -  SILVER AZ MK                             269 39 25.2
 LP0359:UTM  12      -  SILVER AZ MK                             269 59 21.9
 LP0359
 LP0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1393408826(NAD 83)
 LP0359
 LP0359|---------------------------------------------------------------------|
 LP0359| PID    Reference Object                     Distance      Geod. Az  |
 LP0359|                                                           dddmmss.s |
 LP0359| LO0990 AIRPORT BN SALT LAKE MUN APT 1      APPROX. 7.4 KM 0262814.0 |
 LP0359| LO0974 EMIGRATION CANYON MICROWAVE         APPROX.18.6 KM 0813804.4 |
 LP0359| CM5996 SILVER RM 1                          18.960 METERS 10249     |
 LP0359| LO0931 SOUTH SALT LAKE VITRO CHEM STK      APPROX. 9.8 KM 1060435.8 |
 LP0359| LO0934 SOUTH SALT LAKE RAD KCPX W MST      APPROX. 8.8 KM 1081524.9 |
 LP0359| LO0935 MURRAY BUEHNER CO N STACK           APPROX.13.2 KM 1250822.5 |
 LP0359| LP0357 BACCHUS AF PLANT 81 TANK            APPROX. 6.7 KM 1983224.3 |
 LP0359| CM5997 SILVER RM 2                          19.363 METERS 25703     |
 LP0359| CM5995 SILVER AZ MK                                       2691928.0 |
 LP0359| LP0338 SALTAIR RADIO STA KSL TALL MST      APPROX. 8.9 KM 3122307.5 |
 LP0359| CM5998 SILVER 2 RM 3                        34.695 METERS 32945     |
 LP0359| LP0219 R 174                               APPROX. 1.3 KM 3383132.2 |
 LP0359| LP0358 SILVER 2                             29.989 METERS 35128     |
 LP0359|---------------------------------------------------------------------|
 LP0359
 LP0359                          SUPERSEDED SURVEY CONTROL
 LP0359
 LP0359  NAD 83(1993)-  40 43 33.12916(N)    112 01 08.86281(W) AD(       ) 1
 LP0359  NAD 83(1986)-  40 43 33.11968(N)    112 01 08.85484(W) AD(       ) 1
 LP0359  NAD 27      -  40 43 33.31408(N)    112 01 06.07239(W) AD(       ) 1
 LP0359
 LP0359.Superseded values are not recommended for survey control.
 LP0359
 LP0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0359.See file dsdata.pdf to determine how the superseded data were derived.
 LP0359
 LP0359_MARKER: DS = TRIANGULATION STATION DISK
 LP0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0359_STAMPING: SILVER 1962
 LP0359_MARK LOGO: CGS
 LP0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0359+STABILITY: SURFACE MOTION
 LP0359
 LP0359  HISTORY     - Date     Condition        Report By
 LP0359  HISTORY     - 1962     MONUMENTED       CGS
 LP0359  HISTORY     - 1972     SEE DESCRIPTION  NGS
 LP0359
 LP0359                          STATION DESCRIPTION
 LP0359
 LP0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LP0359'STATION IS LOCATED ON THE NORTH SIDE OF 2100 SOUTH STREET.
 LP0359'AIRLINE ABOUT 1-1/4 MILES NORTHWEST OF SILVER LAKE, 4-1/2 MILES
 LP0359'EAST NORTHEAST OF MAGNA AND 7-1/2 MILES SOUTHWEST OF THE CAPITOL
 LP0359'BUILDING IN SALT LAKE CITY.
 LP0359'
 LP0359'TO REACH FROM THE JUNCTION OF 2100 SOUTH STREET AND STATE
 LP0359'HIGHWAY 68 (REDWOOD ROAD), GO WEST, ON 2100 SOUTH STREET FOR
 LP0359'3.95 MILES TO THE ENTRANCE TO THE SALT LAKE RACE WAY ON THE
 LP0359'RIGHT.  CONTINUE AHEAD ON 2100 SOUTH STREET FOR 0.15 MILES
 LP0359'TO A GATE ON THE RIGHT AND THE STATION ON THE RIGHT.  TO REACH
 LP0359'THE AZIMUTH MARK FROM THE STATION GO WEST ON THE NORTH SIDE
 LP0359'OF THE FENCE FOR 0.3 MILE TO A FENCE CORNER AND THE AZIMUTH
 LP0359'MARK.
 LP0359'
 LP0359'STATION MARK IS A STANDARD DISK, STAMPED SILVER 1962, SET IN
 LP0359'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 LP0359'IT IS 66.8 FEET NORTH OF THE CENTERLINE OF 2100 SOUTH STREET,
 LP0359'16.8 FEET NORTH OF A FENCE, 30.4 FEET NORTHWEST OF A WEST
 LP0359'GATE POST, 30 FEET WEST OF THE CENTERLINE OF A TRACK ROAD
 LP0359'AND 8.5 FEET WEST OF A METAL WITNESS POST.
 LP0359'
 LP0359'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SILVER NO 1 1962,
 LP0359'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 LP0359'IT IS 52 FEET NORTH OF THE CENTERLINE OF THE ROAD, 22.8 FEET
 LP0359'EAST OF AN EAST GATE POST, 2 FEET NORTH OF THE FENCE AND ABOUT THE
 LP0359'SAME ELEVATION AS THE STATION.
 LP0359'
 LP0359'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SILVER NO 2 1962,
 LP0359'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4
 LP0359'INCHES.  IT IS 87.5 FEET WEST OF THE WEST GATE POST, 52 FEET
 LP0359'NORTH OF THE CENTERLINE OF THE ROAD, 2 FEET NORTH OF THE FENCE
 LP0359'AND ABOUT THE SAME ELEVATION AS THE STATION.
 LP0359'
 LP0359'AZIMUTH MARK IS A STANDARD DISK, STAMPED SILVER 1962, SET IN
 LP0359'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 LP0359'IT IS 53 FEET NORTH OF THE CENTERLINE OF 2100 SOUTH STREET,
 LP0359'42.6 FEET EAST OF THE CENTERLINE OF 5600 WEST STREET, 2.3 FEET
 LP0359'NORTHEAST OF A FENCE CORNER POST AND 3 FEET SOUTH OF A WITNESS
 LP0359'POST.
 LP0359
 LP0359                          STATION RECOVERY (1972)
 LP0359
 LP0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LP0359'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 LP0359'MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 LP0359'ALL OF THE MARKS WILL SOON BE DESTROYED BY CONSTRUCTION ALONG
 LP0359'THE 21 ST STREET FREEWAY AND SILVER 2 WAS ESTABLISHED NEARBY.
 LP0359'
 LP0359'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LP0359'
 LP0359'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES
 LP0359'SOUTHWEST CAPITAL DOME.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0582 ***********************************************************************
 LP0582  DESIGNATION -  SILVER
 LP0582  PID         -  LP0582
 LP0582  STATE/COUNTY-  UT/TOOELE
 LP0582  COUNTRY     -  US
 LP0582  USGS QUAD   -  GRAHAM PEAK (2017)
 LP0582
 LP0582                         *CURRENT SURVEY CONTROL
 LP0582  ______________________________________________________________________
 LP0582* NAD 83(1994) POSITION- 40 57 05.90473(N) 113 47 22.50647(W)   ADJUSTED
 LP0582* NAVD 88 ORTHO HEIGHT -  2306.2   (meters)     7566.    (feet) VERTCON3
 LP0582  ______________________________________________________________________
 LP0582  GEOID HEIGHT    -        -17.402 (meters)                     GEOID18
 LP0582  LAPLACE CORR    -          0.94  (seconds)                    DEFLEC18
 LP0582  HORZ ORDER      -  FIRST
 LP0582
 LP0582.The horizontal coordinates were established by classical geodetic methods
 LP0582.and adjusted by the National Geodetic Survey in November 1997.
 LP0582
 LP0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0582
 LP0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0582.GEOID18 height accuracy estimate available here.
 LP0582
 LP0582.Click photographs - Photos may exist for this station.
 LP0582
 LP0582.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0582
 LP0582. The following values were computed from the NAD 83(1994) position.
 LP0582
 LP0582;                    North         East     Units Scale Factor Converg.
 LP0582;SPC UT C     - 2,293,169.637   307,228.489   MT  1.00008905   -1 27 60.0
 LP0582;SPC UT C     - 7,523,507.38  1,007,965.47   sFT  1.00008905   -1 27 60.0
 LP0582;UTM  12      - 4,537,136.502   265,206.988   MT  1.00027856   -1 49 45.1
 LP0582
 LP0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0582!SPC UT C     -   0.99964111  x   1.00008905  =   0.99973013
 LP0582!UTM  12      -   0.99964111  x   1.00027856  =   0.99991957
 LP0582
 LP0582:                Primary Azimuth Mark                     Grid Az
 LP0582:SPC UT C     -  SILVER AZ MK                             290 28 45.1
 LP0582:UTM  12      -  SILVER AZ MK                             290 50 30.2
 LP0582
 LP0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL6520637136(NAD 83)
 LP0582
 LP0582|---------------------------------------------------------------------|
 LP0582| PID    Reference Object                     Distance      Geod. Az  |
 LP0582|                                                           dddmmss.s |
 LP0582| CM5993 SILVER RM 1                          10.286 METERS 05228     |
 LP0582| LP0515 SAN FRANCIS SALT LK AWY BN 55       APPROX.36.8 KM 1323427.0 |
 LP0582| LP0579 SAN FRANCIS SALT LK AWY BN 53       APPROX.24.4 KM 1730633.5 |
 LP0582| CM5994 SILVER RM 2                           9.131 METERS 19748     |
 LP0582| CM5992 SILVER AZ MK                                       2890045.1 |
 LP0582|---------------------------------------------------------------------|
 LP0582
 LP0582                          SUPERSEDED SURVEY CONTROL
 LP0582
 LP0582  NAD 83(1986)-  40 57 05.89768(N)    113 47 22.49814(W) AD(       ) 1
 LP0582  NAD 27      -  40 57 06.15760(N)    113 47 19.48325(W) AD(       ) 1
 LP0582  NGVD 29 (07/31/96) 2305.1    (m)         7563.     (f) VERT ANG       
 LP0582
 LP0582.Superseded values are not recommended for survey control.
 LP0582
 LP0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0582.See file dsdata.pdf to determine how the superseded data were derived.
 LP0582
 LP0582_MARKER: DS = TRIANGULATION STATION DISK
 LP0582_SETTING: 66 = SET IN ROCK OUTCROP
 LP0582_STAMPING: SILVER 1940
 LP0582_MARK LOGO: CGS
 LP0582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0582+STABILITY: POSITION/ELEVATION WELL
 LP0582
 LP0582  HISTORY     - Date     Condition        Report By
 LP0582  HISTORY     - 1940     MONUMENTED       CGS
 LP0582  HISTORY     - 1971     GOOD             USGS
 LP0582
 LP0582                          STATION DESCRIPTION
 LP0582
 LP0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LP0582'STATION IS LOCATED ABOUT 19 MILES NE OF WENDOVER, ON A VERY
 LP0582'SHARP PEAK, THE HIGHEST POINT ON THE NE PORTION OF A PROMINENT
 LP0582'RANGE, EXTENDING NE FROM WENDOVER, INTO THE GREAT SALT LAKE
 LP0582'DESERT, LOCALLY KNOWN AS SILVER ISLAND OR PENINSULAR MOUNTAINS.
 LP0582'
 LP0582'STATION MARK IS A STANDARD BRONZE DISK SET IN BEDROCK ON HIGHEST
 LP0582'POINT OF HILL.  STAMPED SILVER 1940.
 LP0582'
 LP0582'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN BEDROCK,
 LP0582'ABOUT 34 FEET NE OF STATION, AND ABOUT 1 FOOT LOWER IN ELEVATION.
 LP0582'STAMPED SILVER NO. 1 1940.
 LP0582'
 LP0582'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN BEDROCK,
 LP0582'ABOUT 30 FEET SSW OF STATION AND ABOUT 12 FEET LOWER IN
 LP0582'ELEVATION.  STAMPED SILVER NO. 2 1940.
 LP0582'
 LP0582'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN BEDROCK, ABOUT
 LP0582'2-1/2 MILES WNW OF STATION, AND ABOUT 1200 FEET LOWER IN
 LP0582'ELEVATION IN BEDROCK, WHICH PROJECTS ABOUT 4 FEET ABOVE THE
 LP0582'GROUND.  AZIMUTH MARK IS 2.5 MILES FROM MOUND OF DIRT WITH
 LP0582'STAKE, STAMPED SILVER 1940.
 LP0582'
 LP0582'REACHED FROM WESTERN STATES AUTO CAMP AND SERVICE STATION ON
 LP0582'U.S. HIGHWAY 40, IN WENDOVER, BY FOLLOWING U.S. HIGHWAY 40
 LP0582'E FOR 0.35 MILE.  TURN LEFT OFF HIGHWAY, FOLLOW GRADED ROAD FOR
 LP0582'3.0 MILES.  TURN LEFT, GO 2.5 MILES TO SUMMIT.  LEFT ROAD
 LP0582'LEADS TO PILOT PEAK.  TAKE SHARP RIGHT TURN AT PIPE-LINE VENT,
 LP0582'GO 0.1 MILE.  TURN LEFT, GO 0.3 MILE TO FORKS.  TAKE LEFT FORK
 LP0582'AND FOLLOW MAIN-TRAVELED ROAD FOR 11.6 MILES.  THIS ROAD LEADS
 LP0582'ALONG SALT FLATS AND COMES TO MOUND OF DIRT AND STAKE.  TURN
 LP0582'RIGHT, FOLLOW ROAD FOR 1.6 MILES TO ROCK DUCTS.  TURN RIGHT
 LP0582'AND FOLLOW MAIN ROAD FOR 2.4 MILES, CROSSING SEVERAL WASHES
 LP0582'TO END OF TRUCK TRAVEL.  PACK UP WASH TO FORKS IN CANYON.
 LP0582'TAKE LEFT FORK AND CONTINUE UP STEEP SLOPE TO SADDLE.
 LP0582'TURN RIGHT ALONG CREST OF RIDGE AND CONTINUE TO HIGHEST POINT AND
 LP0582'STATION.  (1 1/2-HOUR PACK.)
 LP0582
 LP0582                          STATION RECOVERY (1971)
 LP0582
 LP0582'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 LP0582'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 40113-4,
 LP0582'STATION 1002.  NEW TO REACH FOLLOWS
 LP0582'TO REACH FROM WESTERN STATES SERVICE STATION ON U.S. HIGHWAY 40 IN
 LP0582'WENDOVER, GO E. ON U.S. HIGHWAY 40 FOR 0.35 MI. TO A GRAVEL RD. LEFT
 LP0582'(N.), GO LEFT FOR 2.5 MI. TO Y-RD., TAKE LEFT FORK FOR 2.9 MI. TO A
 LP0582'3-WAY JUNCTION, TAKE RIGHT FORK FOR 18.6 MI. TO JEEP RD. RIGHT (OLD
 LP0582'WOODEN SIGN WITH MILLER ON SIGN), TURN RIGHT ON JEEP RD. KEEPING LEFT
 LP0582'AT ALL TRACKS FOR 5.2 MI. TO A RIDGE, TURN UP RIDGE FOR 0.2 MI. TO END
 LP0582'OF TRUCK TRAVEL (ALL JEEP RDS. REQUIRE 4-WHEEL DRIVE).  PACK E. UP
 LP0582'RIDGE TO N-S. RIDGE, GO RIGHT (S.) UP RIDGE TO HIGHEST POINT AND
 LP0582'STATION.  ABOUT 2-1/2 HOUR PACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0358 ***********************************************************************
 LP0358  DESIGNATION -  SILVER 2
 LP0358  PID         -  LP0358
 LP0358  STATE/COUNTY-  UT/SALT LAKE
 LP0358  COUNTRY     -  US
 LP0358  USGS QUAD   -  MAGNA (2017)
 LP0358
 LP0358                         *CURRENT SURVEY CONTROL
 LP0358  ______________________________________________________________________
 LP0358* NAD 83(1994) POSITION- 40 43 34.09182(N) 112 01 09.05311(W)   ADJUSTED
 LP0358* NAVD 88 ORTHO HEIGHT -  1293.9   (meters)     4245.    (feet) VERTCON3
 LP0358  ______________________________________________________________________
 LP0358  GEOID HEIGHT    -        -17.167 (meters)                     GEOID18
 LP0358  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 LP0358  HORZ ORDER      -  SECOND
 LP0358
 LP0358.The horizontal coordinates were established by classical geodetic methods
 LP0358.and adjusted by the National Geodetic Survey in November 1997.
 LP0358
 LP0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0358
 LP0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0358.GEOID18 height accuracy estimate available here.
 LP0358
 LP0358.Click photographs - Photos may exist for this station.
 LP0358
 LP0358.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0358
 LP0358. The following values were computed from the NAD 83(1994) position.
 LP0358
 LP0358;                    North         East     Units Scale Factor Converg.
 LP0358;SPC UT C     - 2,265,785.834   456,137.650   MT  1.00001983   -0 19 57.3
 LP0358;SPC UT C     - 7,433,665.69  1,496,511.61   sFT  1.00001983   -0 19 57.3
 LP0358;UTM  12      - 4,508,855.829   413,930.797   MT  0.99969118   -0 39 54.0
 LP0358
 LP0358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0358!SPC UT C     -   0.99979977  x   1.00001983  =   0.99981960
 LP0358!UTM  12      -   0.99979977  x   0.99969118  =   0.99949101
 LP0358
 LP0358:                Primary Azimuth Mark                     Grid Az
 LP0358:SPC UT C     -  R 174                                    338 33 19.0
 LP0358:UTM  12      -  R 174                                    338 53 15.7
 LP0358
 LP0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1393008855(NAD 83)
 LP0358
 LP0358|---------------------------------------------------------------------|
 LP0358| PID    Reference Object                     Distance      Geod. Az  |
 LP0358|                                                           dddmmss.s |
 LP0358| CM5999 SILVER 2 RM 4                        13.501 METERS 09146     |
 LP0358| LP0362 HUNTER RAD STA KRGO MAST            APPROX. 0.6 KM 1062446.0 |
 LP0358| LP0359 SILVER                               29.989 METERS 17128     |
 LP0358| LP0357 BACCHUS AF PLANT 81 TANK            APPROX. 6.7 KM 1982524.6 |
 LP0358| LP0385 SILVER 2 RM 5                         8.609 METERS 22820     |
 LP0358| CM5995 SILVER AZ MK                                       2654152.1 |
 LP0358| CM5998 SILVER 2 RM 3                        13.030 METERS 27121     |
 LP0358| LP0219 R 174                               APPROX. 1.3 KM 3381321.7 |
 LP0358|---------------------------------------------------------------------|
 LP0358
 LP0358                          SUPERSEDED SURVEY CONTROL
 LP0358
 LP0358  NAD 83(1993)-  40 43 34.09058(N)    112 01 09.05228(W) AD(       ) 2
 LP0358  NAD 83(1986)-  40 43 34.08118(N)    112 01 09.04432(W) AD(       ) 2
 LP0358  NAD 27      -  40 43 34.27551(N)    112 01 06.26184(W) AD(       ) 2
 LP0358  NGVD 29 (07/19/86) 1292.9    (m)         4242.     (f) VERT ANG       
 LP0358
 LP0358.Superseded values are not recommended for survey control.
 LP0358
 LP0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0358.See file dsdata.pdf to determine how the superseded data were derived.
 LP0358
 LP0358_MARKER: DS = TRIANGULATION STATION DISK
 LP0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0358_STAMPING: SILVER 2 1972
 LP0358_MARK LOGO: CGS
 LP0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0358+STABILITY: SURFACE MOTION
 LP0358
 LP0358  HISTORY     - Date     Condition        Report By
 LP0358  HISTORY     - 1972     MONUMENTED       NGS
 LP0358  HISTORY     - 1973     SEE DESCRIPTION  NGS
 LP0358
 LP0358                          STATION DESCRIPTION
 LP0358
 LP0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LP0358'THE STATION IS 7-1/2 MILES SOUTHWEST OF THE CAPITAL BUILDING IN
 LP0358'SALT LAKE CITY.  IT IS ALONG THE NORTH SIDE OF 2100 SOUTH STREET,
 LP0358'0.35 MILE EAST OF 5600 WEST STREET AND WILL BE BETWEEN THE
 LP0358'WEST BOUND LANE OF 21ST STREET FREWAY AND THE FRONTAGE ROAD.
 LP0358'
 LP0358'THE STATION MARK IS A STANDARD DISK STAMPED, SILVER 2 1972.
 LP0358'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 LP0358'PROJECTS 4 INCHES.  IT IS 2 FEET NORTH OF A WITNESS POST AND
 LP0358'SIGN.
 LP0358'
 LP0358'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, SILVER 2 NO 3 1972.
 LP0358'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 LP0358'PROJECTS 4 INCHES, 2 FEET NORTH OF A WITNESS POST AND SIGN.
 LP0358'
 LP0358'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, SILVER 2 NO 4 1972.
 LP0358'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 LP0358'4 INCHES, 2 FEET NORTH OF A WITNESS POST AND SIGN.
 LP0358'
 LP0358'THE NEW AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED,
 LP0358'R 174 1970.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 LP0358'WHICH IS ALONG THE EAST SIDE OF 5600 WEST STREET 0.75 MILE
 LP0358'NORTH OF 2100 SOUTH STREET.
 LP0358'
 LP0358'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LP0358
 LP0358                          STATION RECOVERY (1973)
 LP0358
 LP0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LP0358'THE STATION IS LOCATED ABOUT 5 MILES EAST MAGNA, 4.5 MILES NORTH OF
 LP0358'KEARNS, 4 MILES NORTH-NORTHWEST OF GRANGER AND ON THE NORTH SIDE OF
 LP0358'2100 SOUTH STREET, BETWEEN THE WESTBOUND LANE OF 2100 SOUTH STREET
 LP0358'AND A GRAVELED ROAD.  IT IS ON THE RIGHT-OF-WAY OF UTAH HIGHWAY
 LP0358'DEPARTMENT.
 LP0358'
 LP0358'STATION MARK, REFERENCE MARK 3 AND BM R 174 MARK WERE RECOVERED IN
 LP0358'GOOD CONDITION, REFERENCE MARK 4 AND THE AZIMUTH MARK HAVE BEEN
 LP0358'DESTROYED BY HIGHWAY CONSTRUCTION.  A REFERENCE MARK 5 WAS
 LP0358'ESTABLISHED AT THIS TIME, REFERENCE MARK 3 HAD A SHORTER
 LP0358'MEASUREMENT OF 0.062 METER, THIS WAS NOTED AND VERIFIED.
 LP0358'DIRECTIONS TO THE MARKS COMPARED.
 LP0358'
 LP0358'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 68 AND 2100 SOUTH
 LP0358'STREET, GO WEST ON 2100 SOUTH STREET FOR 4.4 MILES TO THE STATION ON
 LP0358'RIGHT AS DESCRIBED.
 LP0358'
 LP0358'STATION MARK IS A STANDARD DISK STAMPED SILVER 2 1972, SET IN THE
 LP0358'TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 LP0358'SURFACE.  IT IS 89 FEET NORTH OF CENTER OF WESTBOUND 2100 SOUTH
 LP0358'STREET, 21 FEET SOUTH OF CENTER OF THE GRAVELED ROAD AND 0.5 FOOT
 LP0358'SOUTH OF A METAL WITNESS POST.
 LP0358'
 LP0358'REFERENCE MARK 3 IS A STANDARD DISK STAMPED SILVER 2 NO 3 1972, SET
 LP0358'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 LP0358'THE GROUND SURFACE.  IT IS 89 FEET NORTH OF CENTER OF THE WESTBOUND
 LP0358'LANE OF 2100 SOUTH STREET, 42 FEET WEST OF A METAL WITNESS POST
 LP0358'AND 21 FEET SOUTH OF CENTER OF A GRAVELED ROAD, ABOUT THE SAME
 LP0358'ELEVATION AS THE STATION.
 LP0358'
 LP0358'REFERENCE MARK 5 IS A STANDARD DISK STAMPED SILVER 2 1972 NO 5
 LP0358'1973, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 LP0358'FLUSH WITH GROUND SURFACE.  IT IS 71 FEET NORTH OF CENTER OF THE
 LP0358'WESTBOUND LANE OF 2100 SOUTH STREET, 40 FEET SOUTH OF CENTER OF
 LP0358'THE GRAVELED ROAD, 28 FEET SOUTHWEST OF A METAL WITNESS POST, SAME
 LP0358'ELEVATION AS STATION.
 LP0358'
 LP0358'BM R 174 MARK IS A STANDARD BENCH MARK DISK STAMPED R 174 1970, SET
 LP0358'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 2
 LP0358'INCHES ABOVE GROUND SURFACE, 38.5 FEET EAST OF CENTER OF 5600 WEST
 LP0358'STREET, 2 FEET SOUTH OF METAL WITNESS POST, 2 FEET WEST OF A WIRE
 LP0358'FENCE.
 LP0358'
 LP0358'TO REACH FROM THE STATION, GO WEST ON 2100 SOUTH STREET FOR 0.3
 LP0358'MILE TO 5600 WEST STREET, TURN RIGHT, GO NORTH FOR 0.8 MILE TO THE
 LP0358'MARK ON THE RIGHT.  (THIS MARK WILL SERVE AS AN AZIMUTH)
 LP0358'
 LP0358'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LP0358'4 MILES NORTH-NORTHWEST OF GRANGER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0385 ***********************************************************************
 LP0385  DESIGNATION -  SILVER 2 RM 5
 LP0385  PID         -  LP0385
 LP0385  STATE/COUNTY-  UT/SALT LAKE
 LP0385  COUNTRY     -  US
 LP0385  USGS QUAD   -  MAGNA (2017)
 LP0385
 LP0385                         *CURRENT SURVEY CONTROL
 LP0385  ______________________________________________________________________
 LP0385* NAD 83(1994) POSITION- 40 43 33.90628(N) 112 01 09.32717(W)   ADJUSTED
 LP0385* NAVD 88 ORTHO HEIGHT -  1294.0   (meters)     4245.    (feet) VERTCON3
 LP0385  ______________________________________________________________________
 LP0385  GEOID HEIGHT    -        -17.167 (meters)                     GEOID18
 LP0385  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 LP0385  HORZ ORDER      -  FIRST
 LP0385
 LP0385.The horizontal coordinates were established by classical geodetic methods
 LP0385.and adjusted by the National Geodetic Survey in November 1997.
 LP0385
 LP0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0385
 LP0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0385.GEOID18 height accuracy estimate available here.
 LP0385
 LP0385.Click photographs - Photos may exist for this station.
 LP0385
 LP0385.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0385
 LP0385. The following values were computed from the NAD 83(1994) position.
 LP0385
 LP0385;                    North         East     Units Scale Factor Converg.
 LP0385;SPC UT C     - 2,265,780.148   456,131.185   MT  1.00001982   -0 19 57.5
 LP0385;SPC UT C     - 7,433,647.04  1,496,490.40   sFT  1.00001982   -0 19 57.5
 LP0385;UTM  12      - 4,508,850.182   413,924.302   MT  0.99969119   -0 39 54.2
 LP0385
 LP0385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0385!SPC UT C     -   0.99979976  x   1.00001982  =   0.99981957
 LP0385!UTM  12      -   0.99979976  x   0.99969119  =   0.99949101
 LP0385
 LP0385:                Primary Azimuth Mark                     Grid Az
 LP0385:SPC UT C     -  R 174                                    338 55 09.7
 LP0385:UTM  12      -  R 174                                    339 15 06.4
 LP0385
 LP0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1392408850(NAD 83)
 LP0385
 LP0385|---------------------------------------------------------------------|
 LP0385| PID    Reference Object                     Distance      Geod. Az  |
 LP0385|                                                           dddmmss.s |
 LP0385| LP0358 SILVER 2                              8.609 METERS 04820     |
 LP0385| CM5998 SILVER 2 RM 3                         8.938 METERS 31228     |
 LP0385| LP0219 R 174                               APPROX. 1.3 KM 3383512.2 |
 LP0385|---------------------------------------------------------------------|
 LP0385
 LP0385                          SUPERSEDED SURVEY CONTROL
 LP0385
 LP0385  NAD 83(1993)-  40 43 33.90505(N)    112 01 09.32633(W) AD(       ) 1
 LP0385  NAD 83(1986)-  40 43 33.89550(N)    112 01 09.31859(W) AD(       ) 1
 LP0385  NAD 27      -  40 43 34.08997(N)    112 01 06.53589(W) AD(       ) 1
 LP0385  NGVD 29 (07/19/86) 1293.0    (m)         4242.     (f) VERT ANG       
 LP0385
 LP0385.Superseded values are not recommended for survey control.
 LP0385
 LP0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0385.See file dsdata.pdf to determine how the superseded data were derived.
 LP0385
 LP0385_MARKER: DR = REFERENCE MARK DISK
 LP0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0385_STAMPING: SILVER 2 1972 NO 5 1973
 LP0385_MARK LOGO: NGS
 LP0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0385+STABILITY: SURFACE MOTION
 LP0385
 LP0385  HISTORY     - Date     Condition        Report By
 LP0385  HISTORY     - 1973     MONUMENTED       NGS
 LP0385  HISTORY     - 1974     GOOD             NGS
 LP0385
 LP0385                          STATION DESCRIPTION
 LP0385
 LP0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LP0385'THE STATION IS LOCATED ABOUT 5 MILES EAST OF MAGNA, 4.5 MILES
 LP0385'NORTH OF KEARNS, 4 MILES NORTH-NORTHWEST OF GRANGER, ON THE
 LP0385'NORTH SIDE OF 2100 SOUTH STREET AND ON STATE HIGHWAY ROAD
 LP0385'RIGHT-OF-WAY PROPERTY.
 LP0385'
 LP0385'TO REACH THE STATION FROM THE JUNCTION OF REDWOOD ROAD AND 2100
 LP0385'SOUTH STREET IN SALT LAKE CITY GO WEST ON 2100 SOUTH STREET
 LP0385'FOR 4.1 MILES TO THE STATION ON THE RIGHT.
 LP0385'
 LP0385'THE STATION MARK IS A STANDARD REFERENCE DISK STAMPED SILVER 2
 LP0385'1972 NO 5 1973, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 LP0385'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 67 FEET SOUTH
 LP0385'OF A FENCE, 46 FEET NORTH OF THE NORTH EDGE OF 2100 SOUTH
 LP0385'STREET, 40 FEET SOUTH OF THE CENTER OF A DIRT ROAD AND 28 FEET
 LP0385'SOUTHWEST OF A METAL WITNESS POST WITH SIGN.  THE UNDERGROUND
 LP0385'MARK IS A STANDARD REFERENCE DISK AND ABOUT 40 INCHES BELOW
 LP0385'THE GROUND.
 LP0385'
 LP0385'THE MARK IS A STANDARD STATION DISK STAMPED SILVER 2 1972, SET IN
 LP0385'THE TOP OF 12-INCH CONCRETE CYLINDER THAT IS FLUSH WITH THE
 LP0385'GROUND.  IT IS 50 FEET SOUTH OF THE FENCE, 21 FEET SOUTH OF
 LP0385'CENTER OF THE DIRT ROAD AND 1 FOOT SOUTH OF THE METAL WITNESS
 LP0385'POST WITH SIGN.
 LP0385'
 LP0385'REFERENCE MARK 3 IS A STANDARD DISK STAMPED SILVER 2 NO 3 1972,
 LP0385'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT IS FLUSH WITH
 LP0385'THE GROUND.  IT IS 50 FEET SOUTH OF THE FENCE, 43 FEET WEST OF
 LP0385'THE METAL WITNESS POST WITH SIGN AND 21 FEET SOUTH OF THE
 LP0385'CENTER OF THE DIRT ROAD.
 LP0385'
 LP0385'THE MARK IS A STANDARD BENCH MARK DISK STAMPED R 174 1970, SET
 LP0385'IN THE TOP OF 12-INCH CONCRETE CYLINDER THAT PROJECTS 2 INCHES
 LP0385'ABOVE THE GROUND.  IT IS 38 FEET EAST OF THE CENTER OF 5600 WEST
 LP0385'STREET, 2 FEET WEST OF THE FENCE, 1.5 FEET NORTH OF A POWER POLE
 LP0385'AND 1.5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.  (CAN BE
 LP0385'USED AS AN AZIMUTH MARK).
 LP0385'
 LP0385'TO REACH THE BENCH MARK FROM THE STATION CONTINUE WEST ON 2100
 LP0385'SOUTH STREET FOR 0.3 MILE TO CROSSROAD (5600 WEST STREET).  TURN
 LP0385'RIGHT AND GO NORTH ON 5600 WEST STREET FOR 0.7 MILE TO THE
 LP0385'MARK ON THE RIGHT AS DESCRIBED ABOVE.
 LP0385'
 LP0385'NOTE.  THE TRAVERSE DISTANCE NOTED ABOVE IS REDUCED TO SEA LEVEL.
 LP0385'
 LP0385'HEIGHT OF LIGHT ABOVE STATION MARK 3.29 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0444 ***********************************************************************
 KO0444  DESIGNATION -  SIMPSON
 KO0444  PID         -  KO0444
 KO0444  STATE/COUNTY-  UT/JUAB
 KO0444  COUNTRY     -  US
 KO0444  USGS QUAD   -  KEG MOUNTAIN RANCH (2017)
 KO0444
 KO0444                         *CURRENT SURVEY CONTROL
 KO0444  ______________________________________________________________________
 KO0444* NAD 83(1994) POSITION- 39 48 07.63427(N) 112 50 27.67212(W)   ADJUSTED
 KO0444* NAVD 88 ORTHO HEIGHT -  2182.1   (meters)     7159.    (feet) VERTCON3
 KO0444  ______________________________________________________________________
 KO0444  GEOID HEIGHT    -        -18.801 (meters)                     GEOID18
 KO0444  LAPLACE CORR    -          4.34  (seconds)                    DEFLEC18
 KO0444  HORZ ORDER      -  THIRD
 KO0444
 KO0444.The horizontal coordinates were established by classical geodetic methods
 KO0444.and adjusted by the National Geodetic Survey in June 1998.
 KO0444
 KO0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0444
 KO0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0444.GEOID18 height accuracy estimate available here.
 KO0444
 KO0444.Click photographs - Photos may exist for this station.
 KO0444
 KO0444.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0444
 KO0444. The following values were computed from the NAD 83(1994) position.
 KO0444
 KO0444;                    North         East     Units Scale Factor Converg.
 KO0444;SPC UT C     - 2,163,923.277   385,171.165   MT  0.99989898   -0 51 32.5
 KO0444;SPC UT C     - 7,099,471.62  1,263,682.40   sFT  0.99989898   -0 51 32.5
 KO0444;UTM  12      - 4,407,416.118   342,393.455   MT  0.99990581   -1 10 43.5
 KO0444
 KO0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0444!SPC UT C     -   0.99966073  x   0.99989898  =   0.99955974
 KO0444!UTM  12      -   0.99966073  x   0.99990581  =   0.99956657
 KO0444
 KO0444:                Primary Azimuth Mark                     Grid Az
 KO0444:SPC UT C     -  MCDOWELL                                 229 34 45.3
 KO0444:UTM  12      -  MCDOWELL                                 229 53 56.3
 KO0444
 KO0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK4239307416(NAD 83)
 KO0444
 KO0444|---------------------------------------------------------------------|
 KO0444| PID    Reference Object                     Distance      Geod. Az  |
 KO0444|                                                           dddmmss.s |
 KO0444| KO0442 MCDOWELL                            APPROX.10.5 KM 2284312.8 |
 KO0444|---------------------------------------------------------------------|
 KO0444
 KO0444                          SUPERSEDED SURVEY CONTROL
 KO0444
 KO0444  NAD 83(1986)-  39 48 07.62616(N)    112 50 27.66025(W) AD(       ) 3
 KO0444  NAD 27      -  39 48 07.82206(N)    112 50 24.79211(W) AD(       ) 3
 KO0444  NGVD 29 (07/19/86) 2180.9    (m)         7155.     (f) VERT ANG       
 KO0444
 KO0444.Superseded values are not recommended for survey control.
 KO0444
 KO0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0444.See file dsdata.pdf to determine how the superseded data were derived.
 KO0444
 KO0444_MARKER: DD = SURVEY DISK
 KO0444_SETTING: 80 = SET IN A BOULDER
 KO0444_STAMPING: SIMPSON 1952
 KO0444_MARK LOGO: USGS
 KO0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0444+STABILITY: SURFACE MOTION
 KO0444
 KO0444  HISTORY     - Date     Condition        Report By
 KO0444  HISTORY     - 1952     MONUMENTED       USGS
 KO0444
 KO0444                          STATION DESCRIPTION
 KO0444
 KO0444'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 KO0444'LOCATED ABOUT 26.0 MI. (AIRLINE) NW. OF LYNNDYL, ABOUT 7.0 MI. SW. OF
 KO0444'SIMPSON SPRINGS, ON THE HIGHEST PART OF THE N. END OF BARE RIDGE ON
 KO0444'KEG MTNS.
 KO0444'
 KO0444'TO REACH FROM DELTA, DRIVE 10.3 MI. N. AND W. ON STATE HIGHWAY 99 TO A
 KO0444'LEFT (W.) TURN ON OILED RD., GO 0.9 MI. TO T-RD., TURN RIGHT (N.) OFF
 KO0444'OILED RD. 3.9 MI. TO CURVE IN RD., GO NE. 4.5 MI. TO TURN, GO LEFT
 KO0444'(NE.) 3.2 MI. TO Y-RD., GO LEFT (N.) 11.0 MI. THROUGH THE DESERT MTNS.
 KO0444'TO Y-RDS., GO LEFT (N.) 1.3 MI. TO CROSSROADS, GO LEFT (W.) ON
 KO0444'CALLAO-JERICHO ROAD 1.8 MI. TO Y-RD., GO LEFT (W.) 9.2 MI. TO Y-RD.,
 KO0444'GO RIGHT (NW.) ON THE MAIN TRAVELED RD. ALONG E. SIDE OF THE KEG MTNS.
 KO0444'5.6 MI. TO Y-RD., GO LEFT (NW.) 0.7 MI. TO Y-RD., TURN LEFT (SW.) 1.3
 KO0444'MI. TO Y-RD., GO LEFT (SW.) 0.5 MI. TO END OF TRUCK TRAVEL AT FOOT OF
 KO0444'MTN., ABOUT 1.25 MI. FROM STATION.  PACK SW. TO N. END OF HIGHEST BARE
 KO0444'RIDGE OF MTN. AND STATION.  ABOUT 1-1/4 HOUR PACK.
 KO0444'
 KO0444'STATION MARK--STANDARD TABLET, STAMPED ---SIMPSON 1952---, CEMENTED IN
 KO0444'BOULDER CENTERED UNDER 3.7 FT. CAIRN.
 KO0444'
 KO0444'REFERENCE MARK NO. 1--COPPER NAIL WITH WASHER, IN TREE.
 KO0444'
 KO0444'REFERENCE MARK NO. 2--COPPER NAIL WITH WASHER, IN TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0477 ***********************************************************************
 LP0477  FBN         -  This is a Federal Base Network Control Station.
 LP0477  DESIGNATION -  SIMPSON 0 NW
 LP0477  PID         -  LP0477
 LP0477  STATE/COUNTY-  UT/TOOELE
 LP0477  COUNTRY     -  US
 LP0477  USGS QUAD   -  CAMELS BACK RIDGE NW (2017)
 LP0477
 LP0477                         *CURRENT SURVEY CONTROL
 LP0477  ______________________________________________________________________
 LP0477* NAD 83(2011) POSITION- 40 10 55.64419(N) 112 55 00.58772(W)   ADJUSTED
 LP0477* NAD 83(2011) ELLIP HT-  1305.967 (meters)        (06/27/12)   ADJUSTED
 LP0477* NAD 83(2011) EPOCH   -  2010.00
 LP0477* NAVD 88 ORTHO HEIGHT -  1324.5   (meters)     4345.    (feet) GPS OBS
 LP0477  ______________________________________________________________________
 LP0477  NAVD 88 orthometric height was determined with geoid model    GEOID09
 LP0477  GEOID HEIGHT    -        -18.530 (meters)                     GEOID09
 LP0477  GEOID HEIGHT    -        -18.526 (meters)                     GEOID18
 LP0477  NAD 83(2011) X  - -1,900,510.864 (meters)                     COMP
 LP0477  NAD 83(2011) Y  - -4,495,455.061 (meters)                     COMP
 LP0477  NAD 83(2011) Z  -  4,094,298.719 (meters)                     COMP
 LP0477  LAPLACE CORR    -          3.43  (seconds)                    DEFLEC18
 LP0477
 LP0477  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LP0477  Standards:
 LP0477         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LP0477            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LP0477  -------------------------------------------------------------------
 LP0477  NETWORK    0.49   1.02           0.22   0.18   0.52     -0.09860915
 LP0477  -------------------------------------------------------------------
 LP0477  Click here for local accuracies and other accuracy information.
 LP0477
 LP0477.The horizontal coordinates were established by GPS observations
 LP0477.and adjusted by the National Geodetic Survey in June 2012.
 LP0477
 LP0477.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LP0477.been affixed to the stable North American tectonic plate. See 
 LP0477.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LP0477
 LP0477.The horizontal coordinates are valid at the epoch date displayed above
 LP0477.which is a decimal equivalence of Year/Month/Day.
 LP0477
 LP0477.The orthometric height was determined by GPS observations and a
 LP0477.high-resolution geoid model.
 LP0477
 LP0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0477.GEOID18 height accuracy estimate available here.
 LP0477
 LP0477.Click photographs - Photos may exist for this station.
 LP0477
 LP0477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LP0477
 LP0477.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0477
 LP0477.The ellipsoidal height was determined by GPS observations
 LP0477.and is referenced to NAD 83.
 LP0477
 LP0477. The following values were computed from the NAD 83(2011) position.
 LP0477
 LP0477;                    North         East     Units Scale Factor Converg.
 LP0477;SPC UT C     - 2,206,207.436   379,348.517   MT  0.99991713   -0 54 27.3
 LP0477;SPC UT C     - 7,238,198.90  1,244,579.26   sFT  0.99991713   -0 54 27.3
 LP0477;UTM  12      - 4,449,733.101   336,810.332   MT  0.99992784   -1 14 13.4
 LP0477
 LP0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0477!SPC UT C     -   0.99979517  x   0.99991713  =   0.99971232
 LP0477!UTM  12      -   0.99979517  x   0.99992784  =   0.99972302
 LP0477
 LP0477:                Primary Azimuth Mark                     Grid Az
 LP0477:SPC UT C     -  SIMPSON 4000 SE                          132 14 49.5
 LP0477:UTM  12      -  SIMPSON 4000 SE                          132 34 35.6
 LP0477
 LP0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK3681049733(NAD 83)
 LP0477
 LP0477|---------------------------------------------------------------------|
 LP0477| PID    Reference Object                     Distance      Geod. Az  |
 LP0477|                                                           dddmmss.s |
 LP0477| LP0463 DUGWAY HALFWAY RADIO ANTENNA        APPROX. 7.0 KM 0775501.8 |
 LP0477| LP0478 DUGWAY CHARLIE AREA WATER TANK      APPROX. 2.9 KM 1273034.2 |
 LP0477| CM6005 SIMPSON 4000 SE                                    1312022.2 |
 LP0477| CM6006 SIMPSON O NW RM 1                    14.718 METERS 20041     |
 LP0477| LP0476 DUGWAY DOG AREA E WATER TANK        476.906 METERS 2490851.5 |
 LP0477| LP0471 DUGWAY DOG AREA W WATER TANK        APPROX. 1.1 KM 2575651.5 |
 LP0477| LP0472 MICHAEL AFB CONTROL TOWER           APPROX. 0.9 KM 2823517.7 |
 LP0477| CM6007 SIMPSON O NW RM 2                    12.886 METERS 29428     |
 LP0477|---------------------------------------------------------------------|
 LP0477
 LP0477                          SUPERSEDED SURVEY CONTROL
 LP0477
 LP0477  NAD 83(2007)-  40 10 55.64386(N)    112 55 00.58787(W) AD(2002.00) 0
 LP0477  ELLIP H (02/10/07) 1305.979  (m)                       GP(2002.00)    
 LP0477  ELLIP H (06/28/00) 1305.991  (m)                       GP(       ) 4 1
 LP0477  NAD 83(1994)-  40 10 55.64290(N)    112 55 00.58603(W) AD(       ) B
 LP0477  ELLIP H (04/21/95) 1306.062  (m)                       GP(       ) 4 1
 LP0477  NAD 83(1986)-  40 10 55.63649(N)    112 55 00.57253(W) AD(       ) 1
 LP0477  NAD 27      -  40 10 55.84921(N)    112 54 57.67658(W) AD(       ) 1
 LP0477  NAVD 88 (06/28/00) 1324.6    (m)  GEOID99  model used  GPS OBS        
 LP0477  NAVD 88 (04/21/95) 1324.5    (m)  GEOID93  model used  GPS OBS        
 LP0477  NGVD 29 (07/19/86) 1323.9    (m)         4343.     (f) VERT ANG       
 LP0477
 LP0477.Superseded values are not recommended for survey control.
 LP0477
 LP0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0477.See file dsdata.pdf to determine how the superseded data were derived.
 LP0477
 LP0477_MARKER: DD = SURVEY DISK
 LP0477_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LP0477_STAMPING: BLM 0 1951
 LP0477_MARK LOGO: BLM
 LP0477_MAGNETIC: N = NO MAGNETIC MATERIAL
 LP0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0477+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 LP0477
 LP0477  HISTORY     - Date     Condition        Report By
 LP0477  HISTORY     - 1951     MONUMENTED       BLM
 LP0477  HISTORY     - 1965     GOOD             CGS
 LP0477  HISTORY     - 19931002 GOOD             NGS
 LP0477  HISTORY     - 19990212 GOOD             NGS
 LP0477  HISTORY     - 20100126 GOOD             INDIV
 LP0477  HISTORY     - 20150317 GOOD             INDIV
 LP0477
 LP0477                          STATION DESCRIPTION
 LP0477
 LP0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0477'STATION IS LOCATED AT THE DUGWAY PROVING GROUNDS AND IS ABOUT
 LP0477'9 MILES WEST-SOUTHWEST OF DUGWAY (EASY AREA), 7-1/2 MILES EAST
 LP0477'OF DUGWAY (BAKER AREA), 3-1/4 MILES NORTHWEST OF DUGWAY
 LP0477'(CHARLIE AREA) AND NEAR THE EAST EDGE OF DUGWAY (DOG AREA).
 LP0477'
 LP0477'TO REACH THE STATION FROM THE INTERSECTION OF A STREET AND
 LP0477'1ST STREET IN DUGWAY (DOG AREA), GO EAST ON A STREET FOR
 LP0477'0.25 MILE TO A FORK, KEEP THE LEFT FORK AND CONTINUE EAST ON THE
 LP0477'PAVED ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 LP0477'
 LP0477'STATION MARK IS A U.S. CADASTRAL SURVEY BUREAU OF LAND
 LP0477'MANAGEMENT DISK, STAMPED BLM O 1951, SET IN THE TOP OF A CONCRETE
 LP0477'POST 6 INCHES IN DIAMETER AND PROJECTS ABOUT 10 INCHES ABOVE
 LP0477'THE GROUND SURFACE.  IT IS 177 FEET NORTHEAST OF THE CENTER
 LP0477'OF A STREET, 84 FEET SOUTH OF THE CENTER OF STARK ROAD AND
 LP0477'10.8 FEET EAST OF A WITNESS POST.
 LP0477'
 LP0477'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SIMPSON NW BLM
 LP0477'NO 1 1965, SET IN THE TOP OF A 14-INCH SQUARE CONCRETE
 LP0477'MONUMENT WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND
 LP0477'SURFACE.  IT IS 128 FEET SOUTH OF THE CENTER OF STARK ROAD,
 LP0477'128 FEET NORTHEAST OF THE CENTER OF A STREET AND 49.3 FEET
 LP0477'SOUTHWEST OF THE WITNESS POST.
 LP0477'
 LP0477'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SIMPSON NW BLM
 LP0477'NO 2 1965, SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT
 LP0477'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT
 LP0477'IS 62 FEET SOUTH OF THE CENTER OF STARK ROAD AND 31.3 FEET
 LP0477'SOUTHEAST OF THE WITNESS POST.
 LP0477'
 LP0477'AZIMUTH MARK IS A U.S. CADASTRAL SURVEY BUREAU OF LAND
 LP0477'MANAGEMENT DISK, STAMPED BLM 4000 SE 1951, SET IN THE TOP
 LP0477'OF A CONCRETE POST 6 INCHES IN DIAMETER AND PROJECTS ABOUT
 LP0477'8 INCHES.  IT IS 74 FEET EAST OF THE CENTER OF STARK ROAD
 LP0477'AND 26 FEET SOUTH OF A UTILITY POLE NO. C 117.  REFERENCE MARK
 LP0477'1 TO REFERENCE MARK 2 IS 66.25 FT. OR 20.193 M.
 LP0477'
 LP0477'TO REACH THE AZIMUTH MARK FROM THE ROAD FORK 0.1 MILE BEFORE
 LP0477'REACHING THE STATION, TAKE THE RIGHT FORK AND GO SOUTHERLY
 LP0477'ON PAVED ROAD FOR 0.85 MILE TO THE MARK ON THE LEFT.
 LP0477'
 LP0477'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 LP0477
 LP0477                          STATION RECOVERY (1993)
 LP0477
 LP0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 LP0477'NOTE--STATION IS ON DUGWAY PROVING GROUND IN A NON-CLASSIFIED AREA.
 LP0477'CALL MARTIN PENDLY IN ADVANCE BEFORE VISITING STATION.  PHONE
 LP0477'801-831-3554. STATION IS LOCATED ABOUT 65 KM (40.40 MI) SOUTHWEST OF
 LP0477'TOOELE, 65 KM (40.40 MI) SOUTH OF INTERSTATE HIGHWAY 80, IN DUGWAY
 LP0477'PROVING GROUND, 17 KM (10.55 MI) WEST-SOUTHWEST OF THE MAIN SECURITY
 LP0477'GATE, IN THE SOUTHWEST ANGLE OF A PAVED ROAD JUNCTION THAT IS JUST
 LP0477'EAST OF A RESTRICTED AREA, IN THE SOUTHEAST 1/4 OF SECTION 25, T 7 S,
 LP0477'R 10 W. OWNERSHIP--US GOVERNMENT.  CONTACT PHYSICAL SECURITY OFFICE AT
 LP0477'801-831-5754 FOR ACCESS TO THE STATION. TO REACH FROM THE JUNCTION OF
 LP0477'STATE HIGHWAYS 36 AND 112 IN TOOELE, GO SOUTH ON HIGHWAY 36 FOR 25.75
 LP0477'KM (16.00 MI) TO ITS JUNCTION WITH STATE HIGHWAY 199 IN RUSH VALLEY.
 LP0477'TURN RIGHT, WEST, ON HIGHWAY 199 FOR 35.5 KM (22.05 MI) TO THE END OF
 LP0477'HIGHWAY 199 AT THE DUGWAY PROVING GROUND SECURITY GATE. CONTINUE AHEAD
 LP0477'ON A PAVED ROAD (STARK ROAD) FOR 16.76 KM (10.40 MI) TO A SECURITY
 LP0477'CHECKPOINT.  CONTINUE AHEAD FOR 0.40 KM (0.25 MI) TO A PAVED ROAD LEFT
 LP0477'(DURANO ROAD) LEADING TO THE SIMPSON MOUNTAINS AND THE STATION ON THE
 LP0477'LEFT. STATION MARK IS A DISK SET IN THE TOP OF A 18-CM ROUND CONCRETE
 LP0477'POST PROJECTING 15 CM ABOVE GROUND IN A FLAT BARE AREA.  IT IS 19.6 M
 LP0477'(64.3 FT) SOUTH OF, AND 0.5 M (1.6 FT) LOWER THAN THE EDGE OF THE
 LP0477'THREE-LANE ROAD, 22.6 M (74.1 FT) WEST OF THE EDGE OF THE THREE-LANE
 LP0477'ROAD, 0.8 M (2.6 FT) NORTH OF A FIBERGLASS WITNESS POST, 3.5 M (11.5
 LP0477'FT) SOUTHEAST OF A METAL WITNESS POST, 3.8 M (12.5 FT) SOUTHWEST OF A
 LP0477'1.3 M (4.3 FT) HIGH PIPE, AND 3.7 M (12.1 FT) NORTHWEST OF A 1.3 M
 LP0477'(4.3 FT) HIGH PIPE.
 LP0477
 LP0477                          STATION RECOVERY (1999)
 LP0477
 LP0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 LP0477'RECOVERED AS DESCRIBED.  NOTE-- THE STATION CAN ALSO BE REACHED FROM
 LP0477'THE JUNCTION OF INTERSTATE HIGHWAY 70 AND ROWLEY JUNCTION ROAD (EXIT
 LP0477'77) LOCATED ABOUT 66.0 KM (41.00 MI) WEST OF SALT LAKE CITY AND ABOUT
 LP0477'65.98 KM (41.00 MI) WEST OF WENDOVER.  GO SOUTH ON ROWLEY JUNCTION
 LP0477'ROAD FOR 59.7 KM (37.10 MI) TO THE JUNCTION OF COUNTY ROAD 199 LEADING
 LP0477'NORTHEAST AND STARK ROAD LEADING SOUTHWEST INTO THE DUGWAY PROVING
 LP0477'GROUND.  TURN RIGHT AND GO WEST-SOUTHWEST ON STARK ROAD FOR 0.48 KM
 LP0477'(0.30 MI) TO THE DUGWAY PROVING GROUND SECURITY CHECK-IN STATION.
 LP0477'CONTINUE AHEAD AND GO WESTERLY FOR 17.4 KM (10.80 MI) TO THE JUNCTION
 LP0477'OF DURAND ROAD ON THE LEFT AND THE STATION IN THE SOUTHWEST ANGLE OF
 LP0477'THE JUNCTION OF THE ROADS.
 LP0477
 LP0477                          STATION RECOVERY (2010)
 LP0477
 LP0477'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (TS)
 LP0477'RECOVERED IN GOOD CONDITION.
 LP0477
 LP0477                          STATION RECOVERY (2015)
 LP0477
 LP0477'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (GDS)
 LP0477'RECOVERED BY DEWBERRY CONSULTANTS LLC. MARK IS ON DUGWAY PROVING
 LP0477'GROUNDS MILITARY BASE. NO ENTRY WITHOUT PRIOR APPROVAL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0464 ***********************************************************************
 LP0464  DESIGNATION -  SIMPSON 36000
 LP0464  PID         -  LP0464
 LP0464  STATE/COUNTY-  UT/TOOELE
 LP0464  COUNTRY     -  US
 LP0464  USGS QUAD   -  SIMPSON SPRINGS (2017)
 LP0464
 LP0464                         *CURRENT SURVEY CONTROL
 LP0464  ______________________________________________________________________
 LP0464* NAD 83(1994) POSITION- 40 07 00.56294(N) 112 49 12.71683(W)   ADJUSTED
 LP0464* NAVD 88 ORTHO HEIGHT -  1367.7   (meters)     4487.    (feet) VERTCON3
 LP0464  ______________________________________________________________________
 LP0464  GEOID HEIGHT    -        -18.415 (meters)                     GEOID18
 LP0464  LAPLACE CORR    -          5.36  (seconds)                    DEFLEC18
 LP0464  HORZ ORDER      -  FIRST
 LP0464
 LP0464.The horizontal coordinates were established by classical geodetic methods
 LP0464.and adjusted by the National Geodetic Survey in November 1997.
 LP0464
 LP0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0464
 LP0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0464.GEOID18 height accuracy estimate available here.
 LP0464
 LP0464.Click photographs - Photos may exist for this station.
 LP0464
 LP0464.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0464
 LP0464. The following values were computed from the NAD 83(1994) position.
 LP0464
 LP0464;                    North         East     Units Scale Factor Converg.
 LP0464;SPC UT C     - 2,198,832.160   387,469.575   MT  0.99991089   -0 50 44.5
 LP0464;SPC UT C     - 7,214,001.84  1,271,223.10   sFT  0.99991089   -0 50 44.5
 LP0464;UTM  12      - 4,442,311.414   344,888.967   MT  0.99989618   -1 10 23.1
 LP0464
 LP0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0464!SPC UT C     -   0.99978838  x   0.99991089  =   0.99969929
 LP0464!UTM  12      -   0.99978838  x   0.99989618  =   0.99968458
 LP0464
 LP0464:                Primary Azimuth Mark                     Grid Az
 LP0464:SPC UT C     -  SIMPSON 36000 AZ MK                      132 27 25.9
 LP0464:UTM  12      -  SIMPSON 36000 AZ MK                      132 47 04.5
 LP0464
 LP0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK4488842311(NAD 83)
 LP0464
 LP0464|---------------------------------------------------------------------|
 LP0464| PID    Reference Object                     Distance      Geod. Az  |
 LP0464|                                                           dddmmss.s |
 LP0464| CM6003 SIMPSON 36000 RM 1                    9.660 METERS 13059     |
 LP0464| CM6002 SIMPSON 36000 AZ MK                                1313641.4 |
 LP0464| CM6004 SIMPSON 36000 RM 2                    9.455 METERS 22426     |
 LP0464| LP0471 DUGWAY DOG AREA W WATER TANK        APPROX.11.6 KM 3070820.0 |
 LP0464| LP0476 DUGWAY DOG AREA E WATER TANK        APPROX.11.2 KM 3091428.7 |
 LP0464| LP0472 MICHAEL AFB CONTROL TOWER           APPROX.11.8 KM 3091950.7 |
 LP0464| LP0478 DUGWAY CHARLIE AREA WATER TANK      APPROX. 8.1 KM 3124643.4 |
 LP0464| LP0463 DUGWAY HALFWAY RADIO ANTENNA        APPROX. 8.8 KM 3510624.3 |
 LP0464|---------------------------------------------------------------------|
 LP0464
 LP0464                          SUPERSEDED SURVEY CONTROL
 LP0464
 LP0464  NAD 83(1986)-  40 07 00.55669(N)    112 49 12.70283(W) AD(       ) 1
 LP0464  NAD 27      -  40 07 00.76364(N)    112 49 09.82058(W) AD(       ) 1
 LP0464  NGVD 29 (07/19/86) 1366.6    (m)         4484.     (f) VERT ANG       
 LP0464
 LP0464.Superseded values are not recommended for survey control.
 LP0464
 LP0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0464.See file dsdata.pdf to determine how the superseded data were derived.
 LP0464
 LP0464_MARKER: DD = SURVEY DISK
 LP0464_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0464_STAMPING: BLM 36000 SE 1951
 LP0464_MARK LOGO: BLM
 LP0464_MAGNETIC: P = MARKER IS A STEEL PIPE
 LP0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0464+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2014
 LP0464
 LP0464  HISTORY     - Date     Condition        Report By
 LP0464  HISTORY     - 1965     MONUMENTED       BLM
 LP0464  HISTORY     - 20140729 GOOD             INDIV
 LP0464
 LP0464                          STATION DESCRIPTION
 LP0464
 LP0464'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1965 (CAA)
 LP0464'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF DUGWAY (EASY AREA),
 LP0464'ABOUT 8 MILES SOUTHEAST OF DUGWAY (DOG AREA) AND ABOUT 5
 LP0464'MILES SOUTHEAST OF DUGWAY (CHARLIE AREA).
 LP0464'
 LP0464'TO REACH FROM A STREET AND 3 RD. STREET IN DUGWAY (DOG AREA),
 LP0464'GO EASTERLY ON A STREET FOR 0.4 MILE TO FORK, KEEP RIGHT AND GO
 LP0464'SOUTHEAST ON ROAD THAT LEADS TO CHARLIE AREA FOR 1.9 MILES TO
 LP0464'CROSSROAD, (CLEARANCE NECESSARY), CONTINUE SOUTHEAST ON MAIN ROAD
 LP0464'5.1 MILES TO STATION ON LEFT AS DESCRIBED.
 LP0464'
 LP0464'STATION MARK IS A U.S. CADASTRAL SURVEY BUREAU OF LAND MANAGEMENT
 LP0464'STATION DISK STAMPED BLM 36000 SE 1951, IS SET IN TOP OF A CONCRETE
 LP0464'FILLED 6 INCH STOVE PIPE.  THE MARK IS 73 FEET NORTHEAST OF
 LP0464'CENTER OF ROAD, 75.5 FEET NORTHWEST OF TRIANGLE BLAZED UTILITY
 LP0464'POLE, 15 FEET NORTHEAST OF POWER LINE AND 5.7 FEET SOUTHEAST
 LP0464'OF WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES ABOVE THE
 LP0464'SURFACE OF GROUND.
 LP0464'
 LP0464'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED SIMPSON
 LP0464'36000 BLM NO 1 1965, IS SET IN THE TOP OF A CONCRETE CYLINDER
 LP0464'WHICH PROJECTS ABOUT 3 INCHES.  THE MARK IS 74 FEET NORTHEAST
 LP0464'OF CENTER OF ROAD, 44.8 FEET NORTHWEST OF TRIANGLE BLAZED
 LP0464'UITILTY POLE AND 37.3 FEET SOUTHWEST OF THE WITNESS POST.
 LP0464'
 LP0464'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED SIMPSON
 LP0464'36000 BLM NO 2 1965, IS SET IN THE TOP OF A CONCRETE CYLINDER
 LP0464'WHICH PROJECTS ABOUT 1 INCH.  THE MARK IS 77.6 FEET WEST
 LP0464'OF TRIANGLE BLAZED UTILITY POLE, 43 FEET NORTHEAST OF ROAD AND
 LP0464'30.1 FEET SOUTHWEST OF WITNESS POST.
 LP0464'
 LP0464'AZIMUTH MARK, A STANDARD DISK STAMPED SIMPSON 36000 BLM 1965,
 LP0464'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS 5
 LP0464'INCHES.  THE MARK IS 65 FEET NORTHEAST OF CENTER OF ROAD, 19
 LP0464'FEET EAST-SOUTHEAST OF UTILITY POLE, 6 FEET NORTHEAST OF
 LP0464'POWER LINE AND 2.5 FEET WEST OF WITNESS POST.
 LP0464'
 LP0464'TO REACH THE AZIMUTH MARK FROM STATION, CONTINUE SOUTHEAST
 LP0464'ON GRAVELED ROAD 0.55 MILE TO MARK ON LEFT AS DESCRIBED.
 LP0464'
 LP0464'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LP0464
 LP0464                          STATION RECOVERY (2014)
 LP0464
 LP0464'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (TS)
 LP0464'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0466 ***********************************************************************
 LP0466  DESIGNATION -  SIMPSON SE
 LP0466  PID         -  LP0466
 LP0466  STATE/COUNTY-  UT/TOOELE
 LP0466  COUNTRY     -  US
 LP0466  USGS QUAD   -  SIMPSON SPRINGS (2017)
 LP0466
 LP0466                         *CURRENT SURVEY CONTROL
 LP0466  ______________________________________________________________________
 LP0466* NAD 83(1994) POSITION- 40 04 55.63795(N) 112 46 08.26527(W)   ADJUSTED
 LP0466* NAVD 88 ORTHO HEIGHT -  1464.7   (meters)     4805.    (feet) VERTCON3
 LP0466  ______________________________________________________________________
 LP0466  GEOID HEIGHT    -        -18.336 (meters)                     GEOID18
 LP0466  LAPLACE CORR    -          6.64  (seconds)                    DEFLEC18
 LP0466  HORZ ORDER      -  FIRST
 LP0466
 LP0466.The horizontal coordinates were established by classical geodetic methods
 LP0466.and adjusted by the National Geodetic Survey in November 1997.
 LP0466
 LP0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0466
 LP0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0466.GEOID18 height accuracy estimate available here.
 LP0466
 LP0466.Click photographs - Photos may exist for this station.
 LP0466
 LP0466.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0466
 LP0466. The following values were computed from the NAD 83(1994) position.
 LP0466
 LP0466;                    North         East     Units Scale Factor Converg.
 LP0466;SPC UT C     - 2,194,916.564   391,781.891   MT  0.99990810   -0 48 46.3
 LP0466;SPC UT C     - 7,201,155.43  1,285,371.09   sFT  0.99990810   -0 48 46.3
 LP0466;UTM  12      - 4,438,371.365   349,178.783   MT  0.99988003   -1 08 21.2
 LP0466
 LP0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0466!SPC UT C     -   0.99977315  x   0.99990810  =   0.99968127
 LP0466!UTM  12      -   0.99977315  x   0.99988003  =   0.99965321
 LP0466
 LP0466:                Primary Azimuth Mark                     Grid Az
 LP0466:SPC UT C     -  CAMEL                                    286 59 01.7
 LP0466:UTM  12      -  CAMEL                                    287 18 36.6
 LP0466
 LP0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK4917838371(NAD 83)
 LP0466
 LP0466|---------------------------------------------------------------------|
 LP0466| PID    Reference Object                     Distance      Geod. Az  |
 LP0466|                                                           dddmmss.s |
 LP0466| CM6008 SIMPSON SE RM 1                      10.167 METERS 14606     |
 LP0466| CM6009 SIMPSON SE RM 2                      11.671 METERS 23639     |
 LP0466| LP0469 CAMEL                               APPROX.16.6 KM 2861015.4 |
 LP0466| LP0471 DUGWAY DOG AREA W WATER TANK        APPROX.17.5 KM 3083524.9 |
 LP0466| LP0476 DUGWAY DOG AREA E WATER TANK        APPROX.17.0 KM 3100038.5 |
 LP0466| LP0472 MICHAEL AFB CONTROL TOWER           APPROX.17.6 KM 3100250.7 |
 LP0466| LP0478 DUGWAY CHARLIE AREA WATER TANK      APPROX.13.9 KM 3121352.0 |
 LP0466| LP0463 DUGWAY HALFWAY RADIO ANTENNA        APPROX.13.8 KM 3353036.9 |
 LP0466|---------------------------------------------------------------------|
 LP0466
 LP0466                          SUPERSEDED SURVEY CONTROL
 LP0466
 LP0466  NAD 83(1986)-  40 04 55.63188(N)    112 46 08.25087(W) AD(       ) 1
 LP0466  NAD 27      -  40 04 55.83630(N)    112 46 05.37595(W) AD(       ) 1
 LP0466  NGVD 29 (07/19/86) 1463.6    (m)         4802.     (f) VERT ANG       
 LP0466
 LP0466.Superseded values are not recommended for survey control.
 LP0466
 LP0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0466.See file dsdata.pdf to determine how the superseded data were derived.
 LP0466
 LP0466_MARKER: DD = SURVEY DISK
 LP0466_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LP0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0466
 LP0466  HISTORY     - Date     Condition        Report By
 LP0466  HISTORY     - 1965     MONUMENTED       CGS
 LP0466
 LP0466                          STATION DESCRIPTION
 LP0466
 LP0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0466'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF DUGWAY (ENGLISH
 LP0466'VILLAGE) AND ABOUT 12 MILES SOUTHEAST OF DUGWAY (DITTO TECHNICAL
 LP0466'CENTER) ON THE SOUTH SIDE OF A GRAVEL ROAD.
 LP0466'
 LP0466'TO REACH FROM THE MAIN GUARD GATE (ENGLISH VILLAGE), GO SOUTHERLY
 LP0466'ON GRAVEL ROAD FOR 6.3 MILES TO FORK, TAKE RIGHT FORK AND
 LP0466'CONTINUE FOR 3 MILES TO CROSSROAD, TURN RIGHT AND GO WESTERLY
 LP0466'ON GRAVEL ROAD FOR 6.05 MILES TO STATION ON LEFT.
 LP0466'
 LP0466'STATION MARK, AN UNSTAMPED 2 INCH BRONZE DISK SET IN THE TOP
 LP0466'OF A 6 INCH ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 LP0466'THE MARK IS 129 FEET EAST OF T ROAD INTERSECTION, 31 FEET
 LP0466'SOUTHEAST OF CENTER OF ROAD AND 6.5 FEET WEST OF WITNESS POST.
 LP0466'
 LP0466'REFERENCE MARK 1, A STANDARD DISK STAMPED SIMPSON SE NO 1
 LP0466'1965, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LP0466'4 INCHES.  THE MARK IS 152 FEET EAST OF T ROAD INTERSECTION,
 LP0466'62 FEET SOUTHEAST OF CENTER OF ROAD AND 30.4 FEET SOUTHEAST
 LP0466'OF WITNESS POST.
 LP0466'
 LP0466'REFERENCE MARK 2, A STANDARD DISK STAMPED SIMPSON SE NO 2 1965,
 LP0466'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 LP0466'THE MARK IS 103 EAST OF T INTERSECTION, 48 FEET SOUTHEAST
 LP0466'OF CENTER OF ROAD AND 44.1 FEET SOUTHWEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0682 ***********************************************************************
 LN0682  DESIGNATION -  SIMS
 LN0682  PID         -  LN0682
 LN0682  STATE/COUNTY-  UT/UINTAH
 LN0682  COUNTRY     -  US
 LN0682  USGS QUAD   -  TAYLOR MOUNTAIN (2017)
 LN0682
 LN0682                         *CURRENT SURVEY CONTROL
 LN0682  ______________________________________________________________________
 LN0682* NAD 83(1994) POSITION- 40 42 54.37801(N) 109 44 02.59059(W)   ADJUSTED
 LN0682* NAVD 88 ORTHO HEIGHT -  3150.8   (meters)    10337.    (feet) VERTCON3
 LN0682  ______________________________________________________________________
 LN0682  GEOID HEIGHT    -        -13.442 (meters)                     GEOID18
 LN0682  LAPLACE CORR    -         -8.27  (seconds)                    DEFLEC18
 LN0682  HORZ ORDER      -  FIRST
 LN0682
 LN0682.The horizontal coordinates were established by classical geodetic methods
 LN0682.and adjusted by the National Geodetic Survey in November 1997.
 LN0682
 LN0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0682
 LN0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0682.GEOID18 height accuracy estimate available here.
 LN0682
 LN0682.Click photographs - Photos may exist for this station.
 LN0682
 LN0682.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0682
 LN0682. The following values were computed from the NAD 83(1994) position.
 LN0682
 LN0682;                    North         East     Units Scale Factor Converg.
 LN0682;SPC UT C     - 2,265,906.479   649,209.014   MT  1.00001685   +1 07 52.4
 LN0682;SPC UT C     - 7,434,061.51  2,129,946.57   sFT  1.00001685   +1 07 52.4
 LN0682;UTM  12      - 4,507,902.405   606,926.515   MT  0.99974073   +0 49 33.1
 LN0682
 LN0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0682!SPC UT C     -   0.99950810  x   1.00001685  =   0.99952494
 LN0682!UTM  12      -   0.99950810  x   0.99974073  =   0.99924896
 LN0682
 LN0682:                Primary Azimuth Mark                     Grid Az
 LN0682:SPC UT C     -  SIMS AZ MK                               148 39 31.8
 LN0682:UTM  12      -  SIMS AZ MK                               148 57 51.1
 LN0682
 LN0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL0692607902(NAD 83)
 LN0682
 LN0682|---------------------------------------------------------------------|
 LN0682| PID    Reference Object                     Distance      Geod. Az  |
 LN0682|                                                           dddmmss.s |
 LN0682| CP5784 SIMS RM 1                            12.619 METERS 03100     |
 LN0682| CP5783 SIMS AZ MK                                         1494724.2 |
 LN0682| CP5785 SIMS RM 2                            10.575 METERS 16625     |
 LN0682|---------------------------------------------------------------------|
 LN0682
 LN0682                          SUPERSEDED SURVEY CONTROL
 LN0682
 LN0682  NAD 83(1993)-  40 42 54.37830(N)    109 44 02.59067(W) AD(       ) 1
 LN0682  NAD 83(1986)-  40 42 54.35808(N)    109 44 02.57855(W) AD(       ) 1
 LN0682  NAD 27      -  40 42 54.51600(N)    109 44 00.04700(W) AD(       ) 1
 LN0682  NGVD 29 (07/19/86) 3149.2    (m)        10332.     (f) VERT ANG       
 LN0682
 LN0682.Superseded values are not recommended for survey control.
 LN0682
 LN0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0682.See file dsdata.pdf to determine how the superseded data were derived.
 LN0682
 LN0682_MARKER: DS = TRIANGULATION STATION DISK
 LN0682_SETTING: 80 = SET IN A BOULDER
 LN0682_STAMPING: SIMS 1937
 LN0682_MARK LOGO: CGS
 LN0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0682+STABILITY: SURFACE MOTION
 LN0682
 LN0682  HISTORY     - Date     Condition        Report By
 LN0682  HISTORY     - 1937     MONUMENTED       CGS
 LN0682  HISTORY     - 1947     GOOD             CGS
 LN0682  HISTORY     - 1947     GOOD             USGS
 LN0682
 LN0682                          STATION DESCRIPTION
 LN0682
 LN0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LN0682'THIS STATION IS LOCATED ABOUT 20.5 MILES NNW OF VERNAL, UTAH,
 LN0682'AND ABOUT 18 MILES S OF MANILA, UTAH, ON A SMALL WOODED PEAK
 LN0682'LOCALLY KNOWN AS SIMS PEAK.  THE PEAK IS WOODED EXCEPT ON THE
 LN0682'E SIDE WHICH IS COVERED WITH DEADFALL.  STATION IS LOCATED
 LN0682'NEAR THE N END OF PEAK AND NEAR THE E SLOPE.
 LN0682'
 LN0682'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 LN0682'DISKS WEDGED IN DRILL HOLES IN BOULDERS.
 LN0682'
 LN0682'AZIMUTH MARK IS LOCATED ON THE N SLOPE OF A POINT THAT PROTRUDES
 LN0682'TO THE E FROM THE S END OF SIMS PEAK ABOUT 200 YARDS E OF
 LN0682'SADDLE.
 LN0682'
 LN0682'REACHED FROM THE POST OFFICE AT VERNAL BY GOING E ONE BLOCK
 LN0682'TO THE UINTAH STATE BANK.  THENCE TURN LEFT, N ON STATE HIGHWAY
 LN0682'44 FOR 22 MILES TO A SIDE ROAD LEFT AT SIGN READING TROUT
 LN0682'CREEK RANGER STATION 15 MILES, THENCE TURN LEFT AND GO 13.3
 LN0682'MILES TO A SMALL BRIDGE 0.5 MILE S OF TROUT CREEK RANGER
 LN0682'STATION.  CONTINUE 0.15 MILE TO A ROAD LEADING LEFT AT SIGN
 LN0682'READING RED CLOUD ROAD, THENCE TURN LEFT ON RED CLOUD ROAD
 LN0682'AND GO 0.8 MILE TO A DIM TRACK ROAD LEADING LEFT WHERE THE
 LN0682'MAIN ROAD CURVES RIGHT AROUND A SHOULDER OF A HILL.  THENCE
 LN0682'TURN LEFT ON DIM TRACKS AND CROSS A SMALL STREAM TO END OF TRUCK
 LN0682'TRAVEL, A WELL BLAZED FOREST SERVICE TRAIL LEADING SW
 LN0682'TAKES OFF ABOUT 20 PACES SW OF THE CROSSING.  FOLLOW FOREST
 LN0682'SERVICE TRAIL ABOUT 30 MINUTES TO A SIGN ON THE LEFT READING
 LN0682'RED CLOUD R.S. 5 MILES-TROUT CREEK R.S. 5 MILES JUST
 LN0682'BEFORE CROSSING THE S FORK OF ASHLEY CREEK.  THENCE GO UP
 LN0682'STREAM ABOUT 50 YARDS AND CROSS CREEK AND PICK UP TRAIL
 LN0682'THROUGH WOODS TO LEFT, CONTINUE ON TRAIL ABOUT 2.0 MILES
 LN0682'TO A SIGN ON RIGHT READING TROUT CREEK RANGER STATION 6
 LN0682'MILES, THENCE CONTINUE ON TRAIL ABOUT 1.25 MILES TO TWO
 LN0682'PINE TREES ONE ON EACH SIDE OF TRAIL WITH TRIANGLE BLAZES.
 LN0682'LEAVE TRAIL TURN SQUARE LEFT, S, AND GO ABOUT 0.25 MILE TO THE
 LN0682'TOP OF HILL AND STATION.  A CLEAR LINE IN THIS DIRECTION CAN
 LN0682'BE FOLLOWED AND WILL SIMPLIFY FINDING STATION.
 LN0682
 LN0682                          STATION RECOVERY (1947)
 LN0682
 LN0682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LN0682'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 LN0682'PREVIOUSLY DESCRIBED.
 LN0682'
 LN0682'A NEW DESCRIPTION IS AS FOLLOWS--
 LN0682'
 LN0682'STATION IS LOCATED NEAR NORTHERN END AND EAST SLOPE OF A SMALL
 LN0682'WOODED PEAK LOCALLY KNOWN AS SIMS PEAK, 20.5 MILES AIRLINE
 LN0682'NORTH-NORTHWEST OF VERNAL, 18 MILES AIRLINE SOUTH OF MANILA, 12
 LN0682'FEET EAST OF A TRIANGLE BLAZED TREE, PROJECTS 2 INCHES,
 LN0682'STAMPED--SIMS 1937.
 LN0682'
 LN0682'REFERENCE MARK NO. 1 PROJECTS APPROXIMATELY 14 INCHES,
 LN0682'STAMPED--SIMS NO 1 1937.
 LN0682'
 LN0682'REFERENCE MARK NO. 2 PROJECTS APPROXIMATELY 12 INCHES,
 LN0682'STAMPED--SIMS NO 2 1937.
 LN0682'
 LN0682'AZIMUTH MARK IS ON NORTH SLOPE OF A POINT THAT PROTRUDES TO THE
 LN0682'EAST FROM THE SOUTH END OF SIMS PEAK, APPROXIMATELY 200 YARDS
 LN0682'EAST OF SADDLE, PROJECTS APPROXIMATELY 8 INCHES,
 LN0682'STAMPED--SIMS 1937.
 LN0682'
 LN0682'TO REACH FROM VERNAL, GO NORTH ON HIGHWAY 44 FOR 20.0 MILES
 LN0682'TO FORKS AND SIGN ASHLEY CREEK 14 MILES.  TAKE LEFT FORK AND GO
 LN0682'1.6 MILE TO FORKS.  TAKE LEFT FORK AND GO 7.4 MILES TO FORKS AND
 LN0682'SIGN OAKS PARK 1 MILE.  KEEP LEFT FORK STRAIGHT AHEAD AND GO
 LN0682'0.7 MILE TO FORKS.  TAKE LEFT FORK AND GO 2.3 MILES TO FORKS,
 LN0682'JUST AFTER CROSSING BRIDGE, AND SIGN TROUT CREEK RANGER STATION
 LN0682'1/2 MILE.  KEEP LEFT FORK STRAIGHT AHEAD FOR 0.15 MILE TO FORKS
 LN0682'AND SIGN SOUTH FORK 3 MILES.  TAKE LEFT FORK IN SOUTHERLY
 LN0682'DIRECTION AND GO 2.15 MILES ON MAIN TRAVELED ROAD TO A SIGN
 LN0682'HICKS PARK AND A SIDE ROAD LEFT.  TAKE SIDE ROAD LEFT AND GO
 LN0682'0.15 MILE TO CREEK AND END OF TRUCK TRAVEL.  PACK
 LN0682'DOWNSTREAM FOR APPROXIMATELY 15 MINUTES TO GRASSY PARK
 LN0682'(THERE IS AND OLD TRAIL AND SIGN TROUT CREEK RANGER STATION
 LN0682'5 IN NORTHEAST CORNER OF PARK).  CROSS STREAM ON OLD TREE IN
 LN0682'THE MIDDLE OF PARK (TREE IS APPROXIMATELY 50 YARDS UP
 LN0682'STREAM FROM SIGN) PICK UP BLAZED TRAIL A SHORT DISTANCE
 LN0682'DOWN STREAM FROM TREE AND FOLLOW IT TO SIGN TROUT CREEK R.S.
 LN0682'6 MILES.  CONTINUE ON TRAIL TO TWO TRIANGLE BLAZED TREES (ONE
 LN0682'ON EACH SIDE OF TRAIL TURN LEFT, LEAVING TRAIL, AND GO
 LN0682'SOUTH TO SUMMIT OF PEAK AND STATION AS DESCRIBED ABOVE.
 LN0682'
 LN0682'A 2 HOUR PACK.
 LN0682'
 LN0682'OBSERVATIONS MADE FROM A 1.3 METER TRIPOD.
 LN0682
 LN0682                          STATION RECOVERY (1947)
 LN0682
 LN0682'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 LN0682'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0549 ***********************************************************************
 HO0549  DESIGNATION -  SINK
 HO0549  PID         -  HO0549
 HO0549  STATE/COUNTY-  UT/KANE
 HO0549  COUNTRY     -  US
 HO0549  USGS QUAD   -  PINE HOLLOW CANYON (2017)
 HO0549
 HO0549                         *CURRENT SURVEY CONTROL
 HO0549  ______________________________________________________________________
 HO0549* NAD 83(1994) POSITION- 37 02 30.12457(N) 112 03 19.60167(W)   ADJUSTED
 HO0549* NAVD 88 ORTHO HEIGHT -  1937.8   (meters)     6358.    (feet) VERTCON3
 HO0549  ______________________________________________________________________
 HO0549  GEOID HEIGHT    -        -22.326 (meters)                     GEOID18
 HO0549  LAPLACE CORR    -         -5.75  (seconds)                    DEFLEC18
 HO0549  HORZ ORDER      -  THIRD
 HO0549
 HO0549.The horizontal coordinates were established by classical geodetic methods
 HO0549.and adjusted by the National Geodetic Survey in November 1997.
 HO0549
 HO0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0549
 HO0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0549.GEOID18 height accuracy estimate available here.
 HO0549
 HO0549.Click photographs - Photos may exist for this station.
 HO0549
 HO0549.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0549
 HO0549. The following values were computed from the NAD 83(1994) position.
 HO0549
 HO0549;                    North         East     Units Scale Factor Converg.
 HO0549;SPC UT S     - 3,041,769.668   450,584.514   MT  1.00003460   -0 20 25.1
 HO0549;SPC UT S     - 9,979,539.32  1,478,292.69   sFT  1.00003460   -0 20 25.1
 HO0549;UTM  12      - 4,100,019.245   406,140.503   MT  0.99970852   -0 38 09.0
 HO0549
 HO0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0549!SPC UT S     -   0.99969950  x   1.00003460  =   0.99973409
 HO0549!UTM  12      -   0.99969950  x   0.99970852  =   0.99940811
 HO0549
 HO0549:                Primary Azimuth Mark                     Grid Az
 HO0549:SPC UT S     -  BUCKSKIN                                 029 44 57.8
 HO0549:UTM  12      -  BUCKSKIN                                 030 02 41.7
 HO0549
 HO0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0614000019(NAD 83)
 HO0549
 HO0549|---------------------------------------------------------------------|
 HO0549| PID    Reference Object                     Distance      Geod. Az  |
 HO0549|                                                           dddmmss.s |
 HO0549| HO0548 BUCKSKIN                            APPROX. 9.6 KM 0292432.7 |
 HO0549|---------------------------------------------------------------------|
 HO0549
 HO0549                          SUPERSEDED SURVEY CONTROL
 HO0549
 HO0549  NAD 83(1992)-  37 02 30.12413(N)    112 03 19.60157(W) AD(       ) 3
 HO0549  NAD 83(1986)-  37 02 30.12133(N)    112 03 19.60136(W) AD(       ) 3
 HO0549  NAD 27      -  37 02 30.17258(N)    112 03 16.93321(W) AD(       ) 3
 HO0549  NGVD 29 (07/19/86) 1936.7    (m)         6354.     (f) VERT ANG       
 HO0549
 HO0549.Superseded values are not recommended for survey control.
 HO0549
 HO0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0549.See file dsdata.pdf to determine how the superseded data were derived.
 HO0549
 HO0549_MARKER: DD = SURVEY DISK
 HO0549_SETTING: 80 = SET IN A BOULDER
 HO0549_STAMPING: SINK 1954
 HO0549_MARK LOGO: USGS
 HO0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0549+STABILITY: SURFACE MOTION
 HO0549
 HO0549  HISTORY     - Date     Condition        Report By
 HO0549  HISTORY     - 1954     MONUMENTED       USGS
 HO0549
 HO0549                          STATION DESCRIPTION
 HO0549
 HO0549'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HO0549'LOCATED ABOUT 29.0 MI. ENE. OF FREDONIA, ARIZONA, 27.0 MI. SE. OF
 HO0549'KANAB, UTAH 7.0 MI. SW. OF THE JUNCTION OF BUCKSKIN GULCH AND FIVE
 HO0549'MILE VALLEY AND 6.0 MI. NW. OF THE S. END OF PROMINIENT SHARP RIDGE
 HO0549'KNOWN AS COCKSCOMB.  STATION IS ON THE N. SLOPE OF A FLAT HEAVILY
 HO0549'TIMBERED MOUNTAIN KNOWN LOCALLY AS BUCKSKIN MOUNTAIN.
 HO0549'
 HO0549'STATION REACHED BY HELICOPTER.
 HO0549'
 HO0549'STATION MARK - STANDARD TABLET STAMPED ---SINK 1954--- SET IN EMBEDDED
 HO0549'BOULDER SET FLUSH WITH GROUND.
 HO0549'
 HO0549'REFERENCE MARK - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0698 ***********************************************************************
 MR0698  DESIGNATION -  SINK
 MR0698  PID         -  MR0698
 MR0698  STATE/COUNTY-  UT/MORGAN
 MR0698  COUNTRY     -  US
 MR0698  USGS QUAD   -  DURST MOUNTAIN (2017)
 MR0698
 MR0698                         *CURRENT SURVEY CONTROL
 MR0698  ______________________________________________________________________
 MR0698* NAD 83(1994) POSITION- 41 12 51.97256(N) 111 44 54.25428(W)   ADJUSTED
 MR0698* NAVD 88 ORTHO HEIGHT -  1909.    (meters)     6263.    (feet) SCALED
 MR0698  ______________________________________________________________________
 MR0698  GEOID HEIGHT    -        -15.917 (meters)                     GEOID18
 MR0698  LAPLACE CORR    -          4.17  (seconds)                    DEFLEC18
 MR0698  HORZ ORDER      -  FIRST
 MR0698
 MR0698.The horizontal coordinates were established by classical geodetic methods
 MR0698.and adjusted by the National Geodetic Survey in November 1997.
 MR0698
 MR0698.The orthometric height was scaled from a topographic map.
 MR0698
 MR0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0698.GEOID18 height accuracy estimate available here.
 MR0698
 MR0698.Click photographs - Photos may exist for this station.
 MR0698
 MR0698.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0698
 MR0698. The following values were computed from the NAD 83(1994) position.
 MR0698
 MR0698;                    North         East     Units Scale Factor Converg.
 MR0698;SPC UT N     - 1,097,876.011   479,169.291   MT  0.99995704   -0 09 49.6
 MR0698;SPC UT N     - 3,601,948.21  1,572,074.58   sFT  0.99995704   -0 09 49.6
 MR0698;UTM  12      - 4,562,832.007   437,262.277   MT  0.99964844   -0 29 35.2
 MR0698
 MR0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0698!SPC UT N     -   0.99970313  x   0.99995704  =   0.99966018
 MR0698!UTM  12      -   0.99970313  x   0.99964844  =   0.99935167
 MR0698
 MR0698:                Primary Azimuth Mark                     Grid Az
 MR0698:SPC UT N     -  SINK AZ MK                               262 22 18.8
 MR0698:UTM  12      -  SINK AZ MK                               262 42 04.4
 MR0698
 MR0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3726262832(NAD 83)
 MR0698
 MR0698|---------------------------------------------------------------------|
 MR0698| PID    Reference Object                     Distance      Geod. Az  |
 MR0698|                                                           dddmmss.s |
 MR0698| AE9168 SINK RM 1                             7.492 METERS 17820     |
 MR0698| AE9169 SINK RM 2                             6.437 METERS 25616     |
 MR0698| AE9170 SINK AZ MK                                         2621229.2 |
 MR0698|---------------------------------------------------------------------|
 MR0698
 MR0698                          SUPERSEDED SURVEY CONTROL
 MR0698
 MR0698  NAD 83(1993)-  41 12 51.97263(N)    111 44 54.25353(W) AD(       ) 1
 MR0698  NAD 83(1986)-  41 12 51.96222(N)    111 44 54.24346(W) AD(       ) 1
 MR0698  NAD 27      -  41 12 52.17025(N)    111 44 51.46906(W) AD(       ) 1
 MR0698
 MR0698.Superseded values are not recommended for survey control.
 MR0698
 MR0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0698.See file dsdata.pdf to determine how the superseded data were derived.
 MR0698
 MR0698_MARKER: DS = TRIANGULATION STATION DISK
 MR0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0698_STAMPING: SINK 1938
 MR0698_MARK LOGO: CGS
 MR0698_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MR0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0698+STABILITY: SURFACE MOTION
 MR0698
 MR0698  HISTORY     - Date     Condition        Report By
 MR0698  HISTORY     - 1938     MONUMENTED       CGS
 MR0698  HISTORY     - 1950     SEE DESCRIPTION  CGS
 MR0698  HISTORY     - 19850615 GOOD             NGS
 MR0698
 MR0698                          STATION DESCRIPTION
 MR0698
 MR0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 MR0698'ABOUT 3-1/4 MILES SOUTH OF HUNTSVILLE, UTAH, ON TOP OF THE
 MR0698'LOW DIVIDE BETWEEN THE WEBER AND THE OGDEN RIVERS.  THE
 MR0698'STATION IS ON THE TOP OF A LOW SAGE BRUSH-COVERED HILL WHICH
 MR0698'IS PASTURE LAND.
 MR0698'
 MR0698'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 MR0698'BRONZE DISKS SET IN CONCRETE.
 MR0698'
 MR0698'REFERENCE MARK NO. 1 IS SOUTH OF AND AT THE SAME ELEVATION
 MR0698'AS THE STATION.  REFERENCE MARK NO. 2 IS WEST OF AND AT THE
 MR0698'SAME ELEVATION AS THE STATION.
 MR0698'
 MR0698'THE AZIMUTH MARK IS ABOUT 0.2 MILE WEST OF THE STATION AND
 MR0698'ABOUT 30 FEET LOWER IN ELEVATION.  IT IS ON THE LOW RIDGE
 MR0698'EXTENDING OUT FROM THE STATION TO THE WEST.
 MR0698'
 MR0698'TO REACH STATION FROM POST OFFICE IN HUNTSVILLE, UTAH, GO
 MR0698'EAST FOR 0.15 MILE.  THENCE TURN RIGHT ON PAVED ROAD AND GO
 MR0698'SOUTH FOR 0.3 MILE.  THENCE LEAVE PAVEMENT AND TURN RIGHT,
 MR0698'WEST, AND GO FOR 1/2 BLOCK.  THENCE TURNING LEFT, SOUTH, ON
 MR0698'THE MAIN TRAVELED ROAD, ACROSS VALLEY FOR 0.8 MILE TO A FORK.
 MR0698'THENCE TAKE LEFT FORK, SOUTHERLY, UP HILL FOR 1.9 MILES TO A
 MR0698'FORK.  THENCE LEAVE THE MAIN TRAVELED ROAD, TAKE LEFT FORK
 MR0698'THRU A GATE AND FOLLOW TRAIL ROAD SOUTH AND EAST FOR 1.2
 MR0698'MILES TO A GATE ENTERING A FIELD.  PASS THRU THE GATE, LEAVE
 MR0698'THE ROAD, TURN LEFT AND FOLLOW AROUND THE LEFT SIDE OF THE
 MR0698'FIELD TO THE OPPOSITE SIDE.  THENCE GO LEFT, TO THE TOP OF
 MR0698'A BRUSHY RIDGE TO A FENCE, A TOTAL DISTANCE OF 0.15 MILE
 MR0698'FROM THE GATE.  CONTINUE UP HILL, NORTHEAST AND EAST, FOR A
 MR0698'TOTAL DISTANCE OF ABOUT 1/2 MILE TO THE HIGHEST HILL AND
 MR0698'THE STATION SITE.
 MR0698
 MR0698                          STATION RECOVERY (1950)
 MR0698
 MR0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GES)
 MR0698'TO REACH STATION FROM POST OFFICE IN HUNTSVILLE, GO E FOR
 MR0698'0.15 MILE TO CROSS-ROADS, TURN RIGHT S AND GO 0.35 MILE TO
 MR0698'CROSSROADS, TURN RIGHT W AND GO 1/2 BLOCK, THENCE S FOR
 MR0698'0.85 MILE TO A WIRE GATE ON LEFT E, JUST BEFORE COMING
 MR0698'TO A CULVERT, TURN LEFT E, PASSING THRU GATE AND FOLLOW MTR
 MR0698'E FOR 0.55 MILE TO FORK, KEEP RIGHT AND GO SOUTHERLY UP CANYON
 MR0698'FOR 2.25 MILES TO THIRD GATE, PASS THRU GATE AND GO 0.1
 MR0698'MILE AND TURN LEFT E ALONG THE NORTH EDGE OF FIELD AND GO
 MR0698'0.1 MILE TO TOP OF RISE AND FENCE LINE, PASS THRU FENCE
 MR0698'NEAR CORNER POST AND GO NORTHEASTERLY AND SOUTHEASTERLY FOR
 MR0698'0.3 MILE AND AZIMUTH MARK, THENCE EASTERLY FOR 0.2 MILE TO
 MR0698'HIGHEST POINT AND STATION.
 MR0698
 MR0698                          STATION RECOVERY (1985)
 MR0698
 MR0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 MR0698'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM 12 INCHES IN
 MR0698'DIAMETER PROJECTING 10 CM 4 INCHES ABOVE/BELOW THE GROUND.  THE
 MR0698'STATION MARKS, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 MR0698'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION IS GIVEN.  THE AZIMUTH
 MR0698'MARK WAS BLOCKED BY TREES AND THE LINE TO STATION HUNTSVILLE ALSO WAS
 MR0698'BLOCKED BY TREES.  NO GOOD LOCATION COULD BE FOUND FOR A NEW AZIMUTH
 MR0698'MARK THAT WOULD MEET THE DISTANCE REQUIREMENT.  ANGLES AND DISTANCES
 MR0698'MEASURED CHECKED THE 1938 DATA.  THE STATION IS LOCATED ABOUT 12 MILES
 MR0698'(19.3 KM) EAST OF OGDEN, 3.25 MILES (5.23 KM) SOUTH OF HUNTSVILLE, ON
 MR0698'TOP OF THE LOW DIVIDE BETWEEN THE WEBER AND THE OGDEN RIVERS.  THE
 MR0698'STATION IS ON TOP OF A LOW BRUSH AND TREE COVERED HILL. OWNERSHIP THE
 MR0698'DANIEL H FELT RANCH, HUNTSVILLE, UTAH 84317.  TO REACH THE STATION
 MR0698'FROM THE INTERSECTION OF STATE HIGHWAYS 162 AND 39, GO EASTERLY, FOR
 MR0698'4.3 KM (2.65 MI) ON STATE HIGHWAY 39 TO THE INTERSECTION OF STATE
 MR0698'HIGHWAY 226, ROAD TO SNOW BASIN.  CONTINUE AHEAD ON HIGHWAY 39 FOR 2.1
 MR0698'KM (1.30 MI) TO AN INTERSECTION.  TURN RIGHT, SOUTH, FOR 0.1 KM (0.05
 MR0698'MI) TO A SIDE ROAD LEFT AND A LOCKED GATE.  PASS THROUGH THE GATE AND
 MR0698'FOLLOW A DIRT ROAD FOR 1.3 KM (0.80 MI) TO A FORK.  TAKE RIGHT FORK
 MR0698'FOR 0.5 KM (0.30 MI) TO A LOCKED GATE.  PASS THROUGH THE GATE AND
 MR0698'CONTINUE SOUTHERLY FOR 1.4 KM (0.85 MI) TO A GATE.  PASS THROUGHT THE
 MR0698'GATE AND CONTINUE FOR 1.2 KM (0.75 MI) TO ANOTHER GATE.  PASS THROUGH
 MR0698'THE GATE AND CONTINUE SOUTHERLY, UPHILL, FOR 0.9 KM (0.55 MI) TO A DIM
 MR0698'TRACK ROAD LEFT AT A FENCE LINE AND CORNER NEAR A HAYFIELD.  TURN
 MR0698'LEFT, EASTERLY, ON THE NORTH SIDE OF THE FENCE ALONG THE HAYFIELD FOR
 MR0698'0.1 KM (0.05 MI) TO A BARBED WIRE GATE.  PASS THROUGH THE GATE,
 MR0698'EASTERLY, FOR 0.2 KM (0.10 MI) TO A SIDE TRACK ROAD LEFT.  TURN LEFT,
 MR0698'NORTHERLY, UPHILL FOR 0.4 KM (0.25 MI) TO THE AZIMUTH MARK ON THE
 MR0698'LEFT.  JUST BEFORE THE TRACK ROAD TURNS TO THE EAST.  CONTINUE AHEAD
 MR0698'ON DIM TRACK ROAD, EASTERLY, FOR 0.3 KM (0.20 MI) TO THE TOP OF THE
 MR0698'HILL AND THE STATION ON THE LEFT.  THE STATION IS A STANDARD CGS DISK,
 MR0698'STAMPED SINK 1938. THE STATION IS ON THE NORTHERN SIDE OF THE HILL.
 MR0698'THE STATION IS LOCATED 1.7 METERS (5.6 FT) SOUTHEAST FROM A METAL
 MR0698'WITNESS POST.
 MR0698'
 MR0698'AZIMUTH MARK NO 1
 MR0698'THE STATION IS AN AZIMUTH MARK DISK.  SET INTO THE TOP OF A SQUARE
 MR0698'CONCRETE MONUMENT 30 CM 12 INCHES ON SIDE.  PROJECTING 7 CM 3 INCHES
 MR0698'ABOVE THE GROUND.  THE AZIMUTH MARK DISK NO 1 IS A STANDARD CGS DISK,
 MR0698'STAMPED SINK 1938.  THE STATION IS LOCATED 32.0 METERS (105.0 FT) WEST
 MR0698'FROM A LINE OF TREES TO THE EAST.  0.6 METERS (2.0 FT) EAST FROM A
 MR0698'WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE STATION MARK, GO
 MR0698'WESTERLY, DOWN HILL, FOR 0.3 KM (0.20 MI) TO WHERE THE ROAD TURNS
 MR0698'SOUTHERLY.  PARK AND WALK TO THE AZIMUTH MARK WEST OF THE LINE OF
 MR0698'TREES, IN THE SADDLE OF A LOW HILL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0887 ***********************************************************************
 HN0887  DESIGNATION -  SKELLY
 HN0887  PID         -  HN0887
 HN0887  STATE/COUNTY-  UT/SAN JUAN
 HN0887  COUNTRY     -  US
 HN0887  USGS QUAD   -  NOKAI DOME (2017)
 HN0887
 HN0887                         *CURRENT SURVEY CONTROL
 HN0887  ______________________________________________________________________
 HN0887* NAD 83(1994) POSITION- 37 16 54.67627(N) 110 34 14.70141(W)   ADJUSTED
 HN0887* NAVD 88 ORTHO HEIGHT -  1846.3   (meters)     6057.    (feet) VERTCON3
 HN0887  ______________________________________________________________________
 HN0887  GEOID HEIGHT    -        -22.095 (meters)                     GEOID18
 HN0887  LAPLACE CORR    -          0.85  (seconds)                    DEFLEC18
 HN0887  HORZ ORDER      -  SECOND
 HN0887
 HN0887.The horizontal coordinates were established by classical geodetic methods
 HN0887.and adjusted by the National Geodetic Survey in November 1997.
 HN0887
 HN0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0887
 HN0887.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0887.GEOID18 height accuracy estimate available here.
 HN0887
 HN0887.Click photographs - Photos may exist for this station.
 HN0887
 HN0887.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0887
 HN0887. The following values were computed from the NAD 83(1994) position.
 HN0887
 HN0887;                    North         East     Units Scale Factor Converg.
 HN0887;SPC UT S     - 3,068,684.995   582,405.529   MT  0.99998946   +0 34 09.6
 HN0887;SPC UT S     -10,067,844.02  1,910,775.47   sFT  0.99998946   +0 34 09.6
 HN0887;UTM  12      - 4,126,226.495   538,051.601   MT  0.99961784   +0 15 36.1
 HN0887
 HN0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0887!SPC UT S     -   0.99971381  x   0.99998946  =   0.99970328
 HN0887!UTM  12      -   0.99971381  x   0.99961784  =   0.99933176
 HN0887
 HN0887:                Primary Azimuth Mark                     Grid Az
 HN0887:SPC UT S     -  SKELLY AZ MK                             149 05 58.6
 HN0887:UTM  12      -  SKELLY AZ MK                             149 24 32.1
 HN0887
 HN0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG3805126226(NAD 83)
 HN0887
 HN0887|---------------------------------------------------------------------|
 HN0887| PID    Reference Object                     Distance      Geod. Az  |
 HN0887|                                                           dddmmss.s |
 HN0887| CM7133 SKELLY RM 2                           6.265 METERS 07614     |
 HN0887| CM7131 SKELLY AZ MK                                       1494008.2 |
 HN0887| CM7132 SKELLY RM 1                          10.877 METERS 17848     |
 HN0887|---------------------------------------------------------------------|
 HN0887
 HN0887                          SUPERSEDED SURVEY CONTROL
 HN0887
 HN0887  NAD 83(1992)-  37 16 54.67226(N)    110 34 14.70213(W) AD(       ) 2
 HN0887  NAD 83(1986)-  37 16 54.67218(N)    110 34 14.70168(W) AD(       ) 2
 HN0887  NAD 27      -  37 16 54.69555(N)    110 34 12.20303(W) AD(       ) 2
 HN0887  NGVD 29 (07/19/86) 1845.3    (m)         6054.     (f) VERT ANG       
 HN0887
 HN0887.Superseded values are not recommended for survey control.
 HN0887
 HN0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0887.See file dsdata.pdf to determine how the superseded data were derived.
 HN0887
 HN0887_MARKER: DB = BENCH MARK DISK
 HN0887_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0887_STAMPING: SKELLY 1952
 HN0887_MARK LOGO: USGS
 HN0887_MAGNETIC: P = MARKER IS A STEEL PIPE
 HN0887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0887
 HN0887  HISTORY     - Date     Condition        Report By
 HN0887  HISTORY     - 1952     MONUMENTED       USGS
 HN0887  HISTORY     - 1963     GOOD             CGS
 HN0887
 HN0887                          STATION DESCRIPTION
 HN0887
 HN0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0887'THE STATION IS LOCATED ON THE EAST EDGE AND NEAR THE SOUTH
 HN0887'END OF A HIGH FLAT-TOPPED MESA LOCALLY KNOWN AS NOKAI DOME.
 HN0887'IT IS APPROXIMATELY 21 MILES NORTHWEST OF OLJETO TRADING POST,
 HN0887'ABOUT 18 MILES EAST OF HOLE-IN-THE-ROCK, ABOUT 8 MILES EAST
 HN0887'OF THE NORTHERNMOST POINT OF THE GREAT BEND IN THE SAN JUAN
 HN0887'RIVER, ABOUT 2-1/2 MILES WEST-NORTHWEST OF THE SAN JUAN RIVER
 HN0887'AT THE CLOSEST POINT AND 1/4 MILE NORTHWEST OF A DIRT AIRSTRIP
 HN0887'AND AN ABANDONED OIL EXPLORATION CAMP WHERE A TRACK ROAD MAKES
 HN0887'A LARGE HORSESHOE TYPE CURVE AROUND THE HEAD OF A DRAW WHICH
 HN0887'IS IMMEDIATELY SOUTH OF A SADDLE.
 HN0887'
 HN0887'TO REACH FROM HOLE-IN-THE-ROCK, BY HELICOPTER, FLY EAST ON A
 HN0887'TRUE COURSE OF 83 DEGREES FOR APPROXIMATELY 18 MILES TO THE
 HN0887'MESA AND THE STATION AS DESCRIBED BELOW.
 HN0887'
 HN0887'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 HN0887'STAMPED SKELLY 1952.  IT IS BRAZED TO THE TOP OF A 2-INCH
 HN0887'GALVANIZED PIPE THAT PROJECTS 14 INCHES ABOVE THE SURFACE OF
 HN0887'THE GROUND.  IT IS 20 FEET SOUTH OF A 4-FOOT CAIRN AND 17.5
 HN0887'FEET WEST OF THE EAST RIM OF THE MESA.
 HN0887'
 HN0887'REFERENCE MARK 1, A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK
 HN0887'STAMPED R.M. 1 1952.  IT IS SET IN DRILL HOLE IN AN OUTCROP
 HN0887'THAT IS FLUSH WITH THE GROUND AND ONLY EXPOSED NEAR THE RIM
 HN0887'OF THE MESA.  THE MARK IS 1.5 FEET WEST OF THE EAST RIM OF
 HN0887'THE MESA.
 HN0887'
 HN0887'REFERENCE MARK 2, A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 HN0887'DISK STAMPED R.M. 2 1952.  IT IS SET IN DRILL HOLE IN AN OUTCROP
 HN0887'THAT IS FLUSH WITH THE GROUND.  IT IS 15.6 FEET SOUTHEAST OF
 HN0887'A 4-FOOT CAIRN, 1.4 FEET WEST OF THE EAST RIM OF THE MESA
 HN0887'
 HN0887'THE AZIMUTH MARK, A STANDARD DISK STAMPED SKELLY USGS 1963,
 HN0887'IS SET IN A DRILL HOLE IN THE TOP OF A SANDSTONE LEDGE THAT IS
 HN0887'APPROXIMATELY 3 FEET HIGH AND CIRCLES THE HEAD OF A DRAW.
 HN0887'THE MARK IS LOCATED ON THE WEST SLOPE OF A HILL, ON THE EAST
 HN0887'SIDE AND NEAR THE HEAD OF A DRAW AROUND WHICH CURVES A TRACK
 HN0887'ROAD.  IT IS 143 YARDS EAST OF A DIRT LANDING STRIP, ABOUT
 HN0887'40 YARDS NORTH OF A BLADED AREA, 75 FEET WEST OF AND ABOUT 4
 HN0887'FEET LOWER THAN THE CENTER OF A TRACK ROAD.  IT IS 4 FEET WEST
 HN0887'OF A 3-FOOT CAIRN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0809 ***********************************************************************
 HN0809  DESIGNATION -  SKULL
 HN0809  PID         -  HN0809
 HN0809  STATE/COUNTY-  UT/GARFIELD
 HN0809  COUNTRY     -  US
 HN0809  USGS QUAD   -  POSY LAKE (2017)
 HN0809
 HN0809                         *CURRENT SURVEY CONTROL
 HN0809  ______________________________________________________________________
 HN0809* NAD 83(1994) POSITION- 37 52 45.27854(N) 111 41 26.31254(W)   ADJUSTED
 HN0809* NAVD 88 ORTHO HEIGHT -  2544.6   (meters)     8348.    (feet) VERTCON3
 HN0809  ______________________________________________________________________
 HN0809  GEOID HEIGHT    -        -19.096 (meters)                     GEOID18
 HN0809  LAPLACE CORR    -         -6.46  (seconds)                    DEFLEC18
 HN0809  HORZ ORDER      -  THIRD
 HN0809
 HN0809.The horizontal coordinates were established by classical geodetic methods
 HN0809.and adjusted by the National Geodetic Survey in November 1997.
 HN0809
 HN0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0809
 HN0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0809.GEOID18 height accuracy estimate available here.
 HN0809
 HN0809.Click photographs - Photos may exist for this station.
 HN0809
 HN0809.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0809
 HN0809. The following values were computed from the NAD 83(1994) position.
 HN0809
 HN0809;                    North         East     Units Scale Factor Converg.
 HN0809;SPC UT S     - 3,134,593.547   483,228.797   MT  0.99995267   -0 07 00.5
 HN0809;SPC UT S     -10,284,079.00  1,585,393.14   sFT  0.99995267   -0 07 00.5
 HN0809;UTM  12      - 4,192,641.798   439,263.785   MT  0.99964543   -0 25 26.6
 HN0809
 HN0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0809!SPC UT S     -   0.99960386  x   0.99995267  =   0.99955655
 HN0809!UTM  12      -   0.99960386  x   0.99964543  =   0.99924943
 HN0809
 HN0809:                Primary Azimuth Mark                     Grid Az
 HN0809:SPC UT S     -  BECK                                     325 06 15.7
 HN0809:UTM  12      -  BECK                                     325 24 41.8
 HN0809
 HN0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG3926392641(NAD 83)
 HN0809
 HN0809|---------------------------------------------------------------------|
 HN0809| PID    Reference Object                     Distance      Geod. Az  |
 HN0809|                                                           dddmmss.s |
 HN0809| HN0810 BECK                                APPROX. 7.1 KM 3245915.2 |
 HN0809|---------------------------------------------------------------------|
 HN0809
 HN0809                          SUPERSEDED SURVEY CONTROL
 HN0809
 HN0809  NAD 83(1986)-  37 52 45.27471(N)    111 41 26.31749(W) AD(       ) 3
 HN0809  NAD 27      -  37 52 45.32437(N)    111 41 23.66796(W) AD(       ) 3
 HN0809  NGVD 29 (07/19/86) 2543.3    (m)         8344.     (f) VERT ANG       
 HN0809
 HN0809.Superseded values are not recommended for survey control.
 HN0809
 HN0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0809.See file dsdata.pdf to determine how the superseded data were derived.
 HN0809
 HN0809_MARKER: DD = SURVEY DISK
 HN0809_SETTING: 66 = SET IN ROCK OUTCROP
 HN0809_STAMPING: SKULL 1959
 HN0809_MARK LOGO: USGS
 HN0809_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0809+STABILITY: POSITION/ELEVATION WELL
 HN0809
 HN0809  HISTORY     - Date     Condition        Report By
 HN0809  HISTORY     - 1959     MONUMENTED       USGS
 HN0809
 HN0809                          STATION DESCRIPTION
 HN0809
 HN0809'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0809'LOCATED ABOUT 9 MI. NW. OF ESCALANTE AND ABOUT 1.5 MI. W. OF THE MOUTH
 HN0809'OF BUCK HOLLOW, IN NW. 1/4 SEC. 4, T 34 S, R 2 E, ON S. END OF A SMALL
 HN0809'TIMBERED TOP, ABOUT 6 FT. FROM EDGE OF RIM.  STATION REACHED BY
 HN0809'HELICOPTER.
 HN0809'
 HN0809'STATION MARK--STANDARD TABLET, STAMPED ---SKULL 1959---, CEMENTED IN
 HN0809'DRILL HOLE IN BEDROCK.
 HN0809'
 HN0809'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, CEMENTED IN DRILL HOLE
 HN0809'IN SOLID ROCK, 8.80 FT. FROM STATION MARK, N 72 DEG 34 MIN W.
 HN0809'
 HN0809'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, CEMENTED IN DRILL HOLE
 HN0809'IN SOLID ROCK, 7.50 FT. FROM STATION MARK, N 50 DEG 37 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0491 ***********************************************************************
 LP0491  DESIGNATION -  SKULL
 LP0491  PID         -  LP0491
 LP0491  STATE/COUNTY-  UT/TOOELE
 LP0491  COUNTRY     -  US
 LP0491  USGS QUAD   -  HASTINGS PASS NE (2017)
 LP0491
 LP0491                         *CURRENT SURVEY CONTROL
 LP0491  ______________________________________________________________________
 LP0491* NAD 83(1994) POSITION- 40 40 50.60681(N) 112 51 37.38167(W)   ADJUSTED
 LP0491* NAVD 88 ORTHO HEIGHT -  1489.0   (meters)     4885.    (feet) VERTCON3
 LP0491  ______________________________________________________________________
 LP0491  GEOID HEIGHT    -        -17.620 (meters)                     GEOID18
 LP0491  LAPLACE CORR    -         -4.43  (seconds)                    DEFLEC18
 LP0491  HORZ ORDER      -  THIRD
 LP0491
 LP0491.The horizontal coordinates were established by classical geodetic methods
 LP0491.and adjusted by the National Geodetic Survey in November 1997.
 LP0491
 LP0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0491
 LP0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0491.GEOID18 height accuracy estimate available here.
 LP0491
 LP0491.Click photographs - Photos may exist for this station.
 LP0491
 LP0491.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0491
 LP0491. The following values were computed from the NAD 83(1994) position.
 LP0491
 LP0491;                    North         East     Units Scale Factor Converg.
 LP0491;SPC UT C     - 2,261,490.067   384,996.875   MT  1.00000779   -0 52 17.2
 LP0491;SPC UT C     - 7,419,571.99  1,263,110.58   sFT  1.00000779   -0 52 17.2
 LP0491;UTM  12      - 4,504,979.488   342,782.108   MT  0.99990425   -1 12 46.5
 LP0491
 LP0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0491!SPC UT C     -   0.99976924  x   1.00000779  =   0.99977703
 LP0491!UTM  12      -   0.99976924  x   0.99990425  =   0.99967351
 LP0491
 LP0491:                Primary Azimuth Mark                     Grid Az
 LP0491:SPC UT C     -  HASTINGS                                 340 52 43.7
 LP0491:UTM  12      -  HASTINGS                                 341 13 13.0
 LP0491
 LP0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL4278204979(NAD 83)
 LP0491
 LP0491|---------------------------------------------------------------------|
 LP0491| PID    Reference Object                     Distance      Geod. Az  |
 LP0491|                                                           dddmmss.s |
 LP0491| LP0497 HASTINGS                            APPROX. 8.8 KM 3400026.5 |
 LP0491|---------------------------------------------------------------------|
 LP0491
 LP0491                          SUPERSEDED SURVEY CONTROL
 LP0491
 LP0491  NAD 83(1986)-  40 40 50.59620(N)    112 51 37.37169(W) AD(       ) 3
 LP0491  NAD 27      -  40 40 50.81934(N)    112 51 34.47162(W) AD(       ) 3
 LP0491  NGVD 29 (07/19/86) 1488.0    (m)         4882.     (f) VERT ANG       
 LP0491
 LP0491.Superseded values are not recommended for survey control.
 LP0491
 LP0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0491.See file dsdata.pdf to determine how the superseded data were derived.
 LP0491
 LP0491_MARKER: DD = SURVEY DISK
 LP0491_SETTING: 66 = SET IN ROCK OUTCROP
 LP0491_STAMPING: SKULL 1955
 LP0491_MARK LOGO: USGS
 LP0491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0491+STABILITY: POSITION/ELEVATION WELL
 LP0491
 LP0491  HISTORY     - Date     Condition        Report By
 LP0491  HISTORY     - 1955     MONUMENTED       USGS
 LP0491
 LP0491                          STATION DESCRIPTION
 LP0491
 LP0491'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LP0491'LOCATED ABOUT 13 MI. SW. OF TIMPIE AND 10 MI. SW. OF DELLE, ON A LOW
 LP0491'ROCKY PEAK ON W. SIDE OF SKULL VALLEY.
 LP0491'
 LP0491'TO REACH FROM DELLE MOTEL AND CAFE ON U.S. HIGHWAYS 40 AND 50, DRIVE
 LP0491'W. FOR 1.8 MI. TO DIRT T-RD., TURN LEFT (S.) 0.4 MI. TO Y-RD., TURN
 LP0491'RIGHT (SW.) 1.7 MI. TO Y-RD. JUST PAST A TELEPHONE LINE CROSSING,
 LP0491'TURN LEFT (S.) 2.9 MI. ON MAIN TRAVELED RD. TO Y-RD., TURN RIGHT (SW.)
 LP0491'0.6 MI. TO Y-RD., TURN LEFT (S.) 0.9 MI. TO Y-RD., THENCE LEFT (SW.)
 LP0491'1.5 MI. TO A SHEEP CORRAL, CONTINUE ON 1.1 MI. TO A DIM Y-RD., TURN
 LP0491'LEFT (E.) 0.5 MI. TO DIM Y-RD., THENCE LEFT (E.) ON VERY DIM RD.
 LP0491'AROUND MOUNTAIN FOR 0.7 MI. TO A SADDLE AND END OF RD. FOR 2-WHEEL
 LP0491'DRIVE.  STATION IS ABOUT 0.5 MI. SE. OF THIS POINT ON TOP.  (FOR A
 LP0491'4-WHEEL DRIVE, GO S. UP HILLSIDE TO RIDGE AND ALONG RIDGE E. TO
 LP0491'FOOT OF HILL AND STATION, A TOTAL OF 0.7 MI.  STATION IS ABOUT 300
 LP0491'FT. E. OF THIS POINT).
 LP0491'
 LP0491'STATION MARK--STANDARD TABLET STAMPED ---SKULL 1955---, CEMENTED IN
 LP0491'OUTCROP.
 LP0491'
 LP0491'REFERENCE MARK NO. 1--CHISELED CROSS ON ROCK, 17.84 FT. FROM STATION
 LP0491'MARK, N 24 DEG 15 MIN E.
 LP0491'
 LP0491'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED IN ROCK, 20.93
 LP0491'FT. FROM STATION MARK, S 23 DEG 28 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0460 ***********************************************************************
 LP0460  DESIGNATION -  SKULL 2
 LP0460  PID         -  LP0460
 LP0460  STATE/COUNTY-  UT/TOOELE
 LP0460  COUNTRY     -  US
 LP0460  USGS QUAD   -  INDIAN PEAKS (2017)
 LP0460
 LP0460                         *CURRENT SURVEY CONTROL
 LP0460  ______________________________________________________________________
 LP0460* NAD 83(1994) POSITION- 40 00 15.26636(N) 112 43 23.10331(W)   ADJUSTED
 LP0460* NAVD 88 ORTHO HEIGHT -  2563.3   (meters)     8410.    (feet) VERTCON3
 LP0460  ______________________________________________________________________
 LP0460  GEOID HEIGHT    -        -18.201 (meters)                     GEOID18
 LP0460  LAPLACE CORR    -          1.31  (seconds)                    DEFLEC18
 LP0460  HORZ ORDER      -  THIRD
 LP0460
 LP0460.The horizontal coordinates were established by classical geodetic methods
 LP0460.and adjusted by the National Geodetic Survey in June 1998.
 LP0460
 LP0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0460
 LP0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0460.GEOID18 height accuracy estimate available here.
 LP0460
 LP0460.Click photographs - Photos may exist for this station.
 LP0460
 LP0460.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0460
 LP0460. The following values were computed from the NAD 83(1994) position.
 LP0460
 LP0460;                    North         East     Units Scale Factor Converg.
 LP0460;SPC UT C     - 2,186,216.133   395,575.946   MT  0.99990317   -0 47 00.5
 LP0460;SPC UT C     - 7,172,610.76  1,297,818.75   sFT  0.99990317   -0 47 00.5
 LP0460;UTM  12      - 4,429,649.811   352,923.250   MT  0.99986630   -1 06 28.3
 LP0460
 LP0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0460!SPC UT C     -   0.99960088  x   0.99990317  =   0.99950409
 LP0460!UTM  12      -   0.99960088  x   0.99986630  =   0.99946724
 LP0460
 LP0460:                Primary Azimuth Mark                     Grid Az
 LP0460:SPC UT C     -  50 WF                                    026 10 45.0
 LP0460:UTM  12      -  50 WF                                    026 30 12.8
 LP0460
 LP0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK5292329649(NAD 83)
 LP0460
 LP0460|---------------------------------------------------------------------|
 LP0460| PID    Reference Object                     Distance      Geod. Az  |
 LP0460|                                                           dddmmss.s |
 LP0460| LP0459 50 WF                               APPROX.12.1 KM 0252344.5 |
 LP0460|---------------------------------------------------------------------|
 LP0460
 LP0460                          SUPERSEDED SURVEY CONTROL
 LP0460
 LP0460  NAD 83(1993)-  40 00 15.25724(N)    112 43 23.09237(W) AD(       ) 3
 LP0460  NAD 83(1986)-  40 00 15.25945(N)    112 43 23.09056(W) AD(       ) 3
 LP0460  NAD 27      -  40 00 15.46377(N)    112 43 20.22499(W) AD(       ) 3
 LP0460  NGVD 29 (07/19/86) 2562.1    (m)         8406.     (f) VERT ANG       
 LP0460
 LP0460.Superseded values are not recommended for survey control.
 LP0460
 LP0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0460.See file dsdata.pdf to determine how the superseded data were derived.
 LP0460
 LP0460_MARKER: DB = BENCH MARK DISK
 LP0460_SETTING: 66 = SET IN ROCK OUTCROP
 LP0460_STAMPING: SKULL 2 1953
 LP0460_MARK LOGO: USGS
 LP0460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0460+STABILITY: POSITION/ELEVATION WELL
 LP0460
 LP0460  HISTORY     - Date     Condition        Report By
 LP0460  HISTORY     - 1953     MONUMENTED       USGS
 LP0460
 LP0460                          STATION DESCRIPTION
 LP0460
 LP0460'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 LP0460'LOCATED ABOUT 12.0 MI. SE. OF CAMELS BACK RIDGE AND 8.0 MI. S. OF
 LP0460'DAVIS MTN., AT THE HIGHEST POINT OF A CONICAL TOP ON N. END OF
 LP0460'SIMPSON RANGE.
 LP0460'
 LP0460'STATION MARK--STANDARD TABLET, STAMPED ---SKULL 2 1953---, CEMENTED IN
 LP0460'ROCK.
 LP0460'
 LP0460'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO 1
 LP0460'1953---, CEMENTED IN ROCK.
 LP0460'
 LP0460'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO 2
 LP0460'1953---, CEMENTED IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0563 ***********************************************************************
 HO0563  DESIGNATION -  SKUM
 HO0563  PID         -  HO0563
 HO0563  STATE/COUNTY-  UT/KANE
 HO0563  COUNTRY     -  US
 HO0563  USGS QUAD   -  BALD KNOLL (2017)
 HO0563
 HO0563                         *CURRENT SURVEY CONTROL
 HO0563  ______________________________________________________________________
 HO0563* NAD 83(1994) POSITION- 37 17 58.63773(N) 112 26 45.28838(W)   ADJUSTED
 HO0563* NAVD 88 ORTHO HEIGHT -  2177.8   (meters)     7145.    (feet) VERTCON3
 HO0563  ______________________________________________________________________
 HO0563  GEOID HEIGHT    -        -21.394 (meters)                     GEOID18
 HO0563  LAPLACE CORR    -          1.98  (seconds)                    DEFLEC18
 HO0563  HORZ ORDER      -  THIRD
 HO0563
 HO0563.The horizontal coordinates were established by classical geodetic methods
 HO0563.and adjusted by the National Geodetic Survey in November 1997.
 HO0563
 HO0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0563
 HO0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0563.GEOID18 height accuracy estimate available here.
 HO0563
 HO0563.Click photographs - Photos may exist for this station.
 HO0563
 HO0563.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0563
 HO0563. The following values were computed from the NAD 83(1994) position.
 HO0563
 HO0563;                    North         East     Units Scale Factor Converg.
 HO0563;SPC UT S     - 3,070,671.532   416,136.723   MT  0.99998681   -0 34 46.4
 HO0563;SPC UT S     -10,074,361.52  1,365,275.23   sFT  0.99998681   -0 34 46.4
 HO0563;UTM  12      - 4,129,091.190   371,851.221   MT  0.99980229   -0 52 34.7
 HO0563
 HO0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0563!SPC UT S     -   0.99966172  x   0.99998681  =   0.99964853
 HO0563!UTM  12      -   0.99966172  x   0.99980229  =   0.99946408
 HO0563
 HO0563:                Primary Azimuth Mark                     Grid Az
 HO0563:SPC UT S     -  THE FALLS                                222 22 37.0
 HO0563:UTM  12      -  THE FALLS                                222 40 25.3
 HO0563
 HO0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG7185129091(NAD 83)
 HO0563
 HO0563|---------------------------------------------------------------------|
 HO0563| PID    Reference Object                     Distance      Geod. Az  |
 HO0563|                                                           dddmmss.s |
 HO0563| HO0564 THE FALLS                           APPROX. 7.1 KM 2214750.6 |
 HO0563|---------------------------------------------------------------------|
 HO0563
 HO0563                          SUPERSEDED SURVEY CONTROL
 HO0563
 HO0563  NAD 83(1992)-  37 17 58.63592(N)    112 26 45.28796(W) AD(       ) 3
 HO0563  NAD 83(1986)-  37 17 58.63485(N)    112 26 45.28757(W) AD(       ) 3
 HO0563  NAD 27      -  37 17 58.72329(N)    112 26 42.55861(W) AD(       ) 3
 HO0563  NGVD 29 (07/19/86) 2176.6    (m)         7141.     (f) VERT ANG       
 HO0563
 HO0563.Superseded values are not recommended for survey control.
 HO0563
 HO0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0563.See file dsdata.pdf to determine how the superseded data were derived.
 HO0563
 HO0563_MARKER: DB = BENCH MARK DISK
 HO0563_SETTING: 80 = SET IN A BOULDER
 HO0563_STAMPING: 1954 SKUM
 HO0563_MARK LOGO: USGS
 HO0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0563+STABILITY: SURFACE MOTION
 HO0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0563+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2021
 HO0563
 HO0563  HISTORY     - Date     Condition        Report By
 HO0563  HISTORY     - 1954     MONUMENTED       USGS
 HO0563  HISTORY     - 20210506 GOOD             INDIV
 HO0563
 HO0563                          STATION DESCRIPTION
 HO0563
 HO0563'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HO0563'LOCATED ABOUT 20 MI. NNE. OF KANAB, 6 MI. WNW. OF SKUTUMPAH
 HO0563'SETTLEMENT, 0.5 MI. NE. OF STATE HIGHWAY 136, ON THE HIGHEST POINT
 HO0563'ON THE S. END OF A SPARSELY TIMBERED N-S. RIDGE, WHOSE SOUTHERN
 HO0563'TERMINUS IS A STEEP MOSTLY BARREN DISSECTED EASTERN SLOPE.  (ANOTHER
 HO0563'RIDGE ABOUT 0.5 MI. W. SOMEWHAT RESEMBLES RIDGE WITH STATION).
 HO0563'STATION MARK IS IN BURIED BOULDER NEAR SMALL STUMP ON HIGHEST POINT
 HO0563'OF TOP AND HAS GOOD VIEW IN ALL DIRECTIONS.  STATION REACHED BY
 HO0563'HELICOPTER.
 HO0563'
 HO0563'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 89 WITH STATE HIGHWAY 136
 HO0563'IN KANAB, DRIVE EASTERLY ON STATE HIGHWAY 136 FOR 8 MI. TO Y-FORK AT
 HO0563'SIGN ---ALTON PARIA---, KEEP LEFT FORK AND STAY ON MAIN TRAVELED RD.
 HO0563'FOR 16.9 MI. TO Y-FORK AT SIGN ---ALTON SKUTUMPAH---, KEEP LEFT FORK
 HO0563'5.3 MI., TURN RIGHT OFF RD., DRIVE 0.1 MI. ACROSS FIELD TO BASE OF
 HO0563'RIDGE AND END OF RD.  CLIMB STEEP DIRT RIDGE TO HIGHEST POINT OF TOP
 HO0563'AND STATION.  ABOUT 45 MINUTE PACK.
 HO0563'
 HO0563'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---SKUM 1954---, IN
 HO0563'BURIED BOULDER, SET FLUSH WITH GROUND.
 HO0563'
 HO0563'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, IN 3 IN. PINON PINE,
 HO0563'31.14 FT. FROM AND 3.9 FT. LOWER THAN STATION MARK,
 HO0563'N 60 DEG 17 MIN W.
 HO0563'
 HO0563'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, IN 4 IN. PINON PINE,
 HO0563'63.04 FT. FROM STATION MARK, N 22 DEG 51 MIN E.
 HO0563
 HO0563                          STATION RECOVERY (2021)
 HO0563
 HO0563'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 HO0563'TO REACH FROM THE CENTER OF GLENDALE UTAH, GO NORTH ON US 89 FOR 0.9
 HO0563'MI (1.4 KM).  TURN RIGHT ONTO THE GLENDALE BENCH ROAD AND GO 7.7 MI
 HO0563'(12.4 KM) TO THE INTERSECTION WITH UT-136.  TURN LEFT ONTO UT-136 AND
 HO0563'GO NORTH FOR 2.1 MI (3.4 KM).  THEN TURN RIGHT ONTO A DIM JEEP TRAIL
 HO0563'AND GO 1.4 MI (2.3 KM) TO A ROAD FORK.  TAKE THE LEFT FORK AND GO 0.4
 HO0563'MI (0.6 KM) TO A ROAD FORK.  TAKE THE RIGHT FORK AND GO 1.1 MI (1.8
 HO0563'KM) TO THE END OF VEHICLE TRAVEL.  FROM HERE HIKE SOUTHWEST FOR 0.6 MI
 HO0563'(1.0 KM) TO THE STATION.
 HO0563'
 HO0563'THE STATION MARK IS NOW NEXT TO A LARGE SHRUB.  THE AREA AROUND THIS
 HO0563'STATION HAS BEEN CLEAR CUT AS PART OF A WILDLIFE MANAGEMENT PLAN.
 HO0563'NONE OF THE TREES WITH THE REFERENCE MARKS EXIST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0384 ***********************************************************************
 KN0384  DESIGNATION -  SKY
 KN0384  PID         -  KN0384
 KN0384  STATE/COUNTY-  UT/UTAH
 KN0384  COUNTRY     -  US
 KN0384  USGS QUAD   -  THISTLE (2017)
 KN0384
 KN0384                         *CURRENT SURVEY CONTROL
 KN0384  ______________________________________________________________________
 KN0384* NAD 83(1994) POSITION- 39 57 34.63681(N) 111 23 14.23602(W)   ADJUSTED
 KN0384* NAVD 88 ORTHO HEIGHT -  2426.2   (meters)     7960.    (feet) VERTCON3
 KN0384  ______________________________________________________________________
 KN0384  GEOID HEIGHT    -        -16.297 (meters)                     GEOID18
 KN0384  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 KN0384  HORZ ORDER      -  THIRD
 KN0384
 KN0384.The horizontal coordinates were established by classical geodetic methods
 KN0384.and adjusted by the National Geodetic Survey in November 1997.
 KN0384
 KN0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0384
 KN0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0384.GEOID18 height accuracy estimate available here.
 KN0384
 KN0384.Click photographs - Photos may exist for this station.
 KN0384
 KN0384.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0384
 KN0384. The following values were computed from the NAD 83(1994) position.
 KN0384
 KN0384;                    North         East     Units Scale Factor Converg.
 KN0384;SPC UT C     - 2,180,554.435   509,629.644   MT  0.99990118   +0 04 19.9
 KN0384;SPC UT C     - 7,154,035.68  1,672,009.92   sFT  0.99990118   +0 04 19.9
 KN0384;UTM  12      - 4,423,347.399   466,921.723   MT  0.99961347   -0 14 55.5
 KN0384
 KN0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0384!SPC UT C     -   0.99962208  x   0.99990118  =   0.99952330
 KN0384!UTM  12      -   0.99962208  x   0.99961347  =   0.99923570
 KN0384
 KN0384:                Primary Azimuth Mark                     Grid Az
 KN0384:SPC UT C     -  TEAT MOUNTAIN                            010 53 05.4
 KN0384:UTM  12      -  TEAT MOUNTAIN                            011 12 20.8
 KN0384
 KN0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK6692123347(NAD 83)
 KN0384
 KN0384|---------------------------------------------------------------------|
 KN0384| PID    Reference Object                     Distance      Geod. Az  |
 KN0384|                                                           dddmmss.s |
 KN0384| LO0755 TEAT MOUNTAIN                       APPROX. 7.8 KM 0105725.3 |
 KN0384|---------------------------------------------------------------------|
 KN0384
 KN0384                          SUPERSEDED SURVEY CONTROL
 KN0384
 KN0384  NAD 83(1993)-  39 57 34.63356(N)    111 23 14.23416(W) AD(       ) 3
 KN0384  NAD 83(1986)-  39 57 34.62528(N)    111 23 14.22905(W) AD(       ) 3
 KN0384  NAD 27      -  39 57 34.77468(N)    111 23 11.58205(W) AD(       ) 3
 KN0384  NGVD 29 (07/19/86) 2425.0    (m)         7956.     (f) VERT ANG       
 KN0384
 KN0384.Superseded values are not recommended for survey control.
 KN0384
 KN0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0384.See file dsdata.pdf to determine how the superseded data were derived.
 KN0384
 KN0384_MARKER: DD = SURVEY DISK
 KN0384_SETTING: 80 = SET IN A BOULDER
 KN0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0384+STABILITY: SURFACE MOTION
 KN0384
 KN0384  HISTORY     - Date     Condition        Report By
 KN0384  HISTORY     - 1964     MONUMENTED       USGS
 KN0384
 KN0384                          STATION DESCRIPTION
 KN0384
 KN0384'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 KN0384'LOCATED ABOUT 23 MI. AIR N. OF FAIRVIEW, ABOUT 6.4 MI. ESE. OF THISTLE
 KN0384'4.2 MI. W. OF MILL FORK, ON A BROAD CLEAR TOP EXCEPT FOR TREES ON NW.
 KN0384'SIDE.
 KN0384'
 KN0384'STATION REACHED BY HELICOPTER.
 KN0384'
 KN0384'STATION MARK - STANDARD TABLET STAMPED ---SKY 1964--- SET IN BOULDER.
 KN0384'
 KN0384'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.1
 KN0384'1964--- SET IN BOULDER, 30.06 FT. FROM STATION MARK,
 KN0384'S 24 DEG 52 MIN W.
 KN0384'
 KN0384'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.2
 KN0384'1964--- AND SET IN A BOULDER 20.74 FT. FROM STATION,
 KN0384'N 32 DEG 59 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5570 ***********************************************************************
 DR5570  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5570  DESIGNATION -  SLAGOWSKI
 DR5570  PID         -  DR5570
 DR5570  STATE/COUNTY-  UT/TOOELE
 DR5570  COUNTRY     -  US
 DR5570  USGS QUAD   -  BADGER ISLAND (2017)
 DR5570
 DR5570                         *CURRENT SURVEY CONTROL
 DR5570  ______________________________________________________________________
 DR5570* NAD 83(2011) POSITION- 40 54 48.80684(N) 112 31 32.47370(W)   ADJUSTED
 DR5570* NAD 83(2011) ELLIP HT-  1281.226 (meters)        (07/08/20)   ADJUSTED
 DR5570* NAD 83(2011) EPOCH   -  2010.00
 DR5570* NAVD 88 ORTHO HEIGHT -  1298.58  (meters)     4260.4   (feet) GPS OBS
 DR5570  ______________________________________________________________________
 DR5570  GEOID HEIGHT    -        -17.342 (meters)                     GEOID18
 DR5570  NAD 83(2011) X  - -1,849,538.380 (meters)                     COMP
 DR5570  NAD 83(2011) Y  - -4,459,524.667 (meters)                     COMP
 DR5570  NAD 83(2011) Z  -  4,156,012.559 (meters)                     COMP
 DR5570  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 DR5570
 DR5570  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5570  Standards:
 DR5570         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5570            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5570  -------------------------------------------------------------------
 DR5570  NETWORK    0.44   0.82           0.20   0.15   0.42     -0.05667847
 DR5570  -------------------------------------------------------------------
 DR5570  Click here for local accuracies and other accuracy information.
 DR5570
 DR5570.The horizontal coordinates were established by GPS observations
 DR5570.and adjusted by the National Geodetic Survey in July 2020.
 DR5570
 DR5570.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5570.been affixed to the stable North American tectonic plate. See 
 DR5570.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5570
 DR5570.The horizontal coordinates are valid at the epoch date displayed above
 DR5570.which is a decimal equivalence of Year/Month/Day.
 DR5570
 DR5570.The orthometric height was determined by GPS observations and a
 DR5570.high-resolution geoid model using precise GPS observation and
 DR5570.processing techniques.
 DR5570
 DR5570.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5570.GEOID18 height accuracy estimate available here.
 DR5570
 DR5570.Click photographs - Photos may exist for this station.
 DR5570
 DR5570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5570
 DR5570.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5570
 DR5570.The ellipsoidal height was determined by GPS observations
 DR5570.and is referenced to NAD 83.
 DR5570
 DR5570. The following values were computed from the NAD 83(2011) position.
 DR5570
 DR5570;                    North         East     Units Scale Factor Converg.
 DR5570;SPC UT C     - 2,286,968.154   413,586.281   MT  1.00007626   -0 39 25.3
 DR5570;SPC UT C     - 7,503,161.35  1,356,907.66   sFT  1.00007626   -0 39 25.3
 DR5570;UTM  12      - 4,530,281.660   371,517.694   MT  0.99980318   -0 59 57.6
 DR5570
 DR5570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5570!SPC UT C     -   0.99979907  x   1.00007626  =   0.99987531
 DR5570!UTM  12      -   0.99979907  x   0.99980318  =   0.99960228
 DR5570
 DR5570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL7151730281(NAD 83)
 DR5570
 DR5570                          SUPERSEDED SURVEY CONTROL
 DR5570
 DR5570.No superseded survey control is available for this station.
 DR5570
 DR5570_MARKER: DV = VERTICAL CONTROL DISK
 DR5570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5570_STAMPING: SLAGOWSKI 2014
 DR5570_MARK LOGO: UT-057
 DR5570_PROJECTION: FLUSH
 DR5570_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5570+STABILITY: SURFACE MOTION
 DR5570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5570+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2014
 DR5570
 DR5570  HISTORY     - Date     Condition        Report By
 DR5570  HISTORY     - 20141202 MONUMENTED       UT-057
 DR5570
 DR5570                          STATION DESCRIPTION
 DR5570
 DR5570'DESCRIBED BY WEBER COUNTY UTAH 2014 (DJM)
 DR5570'THE STATION IS LOCATED ABOUT 16.1 MI (25.9 KM) NORTH OF FLUX, 15.8 MI
 DR5570'(25.4 KM) NORTH-NORTHWEST OF BURMESTER AND 13.3 MI (21.4 KM)
 DR5570'NORTH-NORTHEAST OF TIMPIE.
 DR5570'
 DR5570'TO REACH FROM THE INTERSECTION OF OF I-80 AND STATE ROAD 138 (EXIT 84)
 DR5570'TURN NORTH ON TO STANSBURY ISLAND ROAD AND PROCEED NORTHERLY FOR 14.8
 DR5570'MI (23.8 KM).  BEAR LEFT AT THE JUNCTION WITH A DIRT ROAD HEADING EAST
 DR5570'AND CONTINUE APPROXIMATELY 0.3 MI (0.5 KM) TO THE MARK ON THE RIGHT.
 DR5570'
 DR5570'IT IS 280 FT (85.3 M) NORTH OF A DIRT ROAD, 255 FT (77.7 M) NORTHWEST
 DR5570'OF A FOOT PATH, 25.5 FT (7.8 M) SOUTH-SOUTHEAST OF A PINK PAINTED
 DR5570'BOULDER, .25 FT (8 CM) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0344 ***********************************************************************
 JN0344  DESIGNATION -  SLAUGHTER
 JN0344  PID         -  JN0344
 JN0344  STATE/COUNTY-  UT/EMERY
 JN0344  COUNTRY     -  US
 JN0344  USGS QUAD   -  IRELAND MESA (2017)
 JN0344
 JN0344                         *CURRENT SURVEY CONTROL
 JN0344  ______________________________________________________________________
 JN0344* NAD 83(1994) POSITION- 38 39 35.93359(N) 111 01 27.37958(W)   ADJUSTED
 JN0344* NAVD 88 ORTHO HEIGHT -  2064.4   (meters)     6773.    (feet) VERTCON3
 JN0344  ______________________________________________________________________
 JN0344  GEOID HEIGHT    -        -18.656 (meters)                     GEOID18
 JN0344  LAPLACE CORR    -         -4.88  (seconds)                    DEFLEC18
 JN0344  HORZ ORDER      -  THIRD
 JN0344
 JN0344.The horizontal coordinates were established by classical geodetic methods
 JN0344.and adjusted by the National Geodetic Survey in November 1997.
 JN0344
 JN0344.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0344
 JN0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0344.GEOID18 height accuracy estimate available here.
 JN0344
 JN0344.Click photographs - Photos may exist for this station.
 JN0344
 JN0344.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0344
 JN0344. The following values were computed from the NAD 83(1994) position.
 JN0344
 JN0344;                    North         East     Units Scale Factor Converg.
 JN0344;SPC UT C     - 2,036,376.176   541,411.345   MT  1.00010709   +0 18 17.1
 JN0344;SPC UT C     - 6,681,010.84  1,776,280.39   sFT  1.00010709   +0 18 17.1
 JN0344;UTM  12      - 4,279,045.752   497,888.214   MT  0.99960005   -0 00 54.6
 JN0344
 JN0344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0344!SPC UT C     -   0.99967912  x   1.00010709  =   0.99978617
 JN0344!UTM  12      -   0.99967912  x   0.99960005  =   0.99927929
 JN0344
 JN0344:                Primary Azimuth Mark                     Grid Az
 JN0344:SPC UT C     -  SPRING                                   284 50 29.8
 JN0344:UTM  12      -  SPRING                                   285 09 41.5
 JN0344
 JN0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH9788879045(NAD 83)
 JN0344
 JN0344|---------------------------------------------------------------------|
 JN0344| PID    Reference Object                     Distance      Geod. Az  |
 JN0344|                                                           dddmmss.s |
 JN0344| JN0345 SPRING                              APPROX. 7.4 KM 2850846.9 |
 JN0344|---------------------------------------------------------------------|
 JN0344
 JN0344                          SUPERSEDED SURVEY CONTROL
 JN0344
 JN0344  NAD 83(1986)-  38 39 35.92505(N)    111 01 27.37418(W) AD(       ) 3
 JN0344  NAD 27      -  38 39 36.00630(N)    111 01 24.78778(W) AD(       ) 3
 JN0344  NGVD 29 (07/19/86) 2063.3    (m)         6769.     (f) VERT ANG       
 JN0344
 JN0344.Superseded values are not recommended for survey control.
 JN0344
 JN0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0344.See file dsdata.pdf to determine how the superseded data were derived.
 JN0344
 JN0344
 JN0344  HISTORY     - Date     Condition        Report By
 JN0344  HISTORY     - 1952     MONUMENTED       USGS
 JN0344  HISTORY     - 20210403 MARK NOT FOUND   INDIV
 JN0344
 JN0344                          STATION DESCRIPTION
 JN0344
 JN0344'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0344'LOCATED ABOUT 21 MI. SE. OF EMERY AND 14.5 MI. SW. OF SAN RAFAEL KNOB,
 JN0344'ON HIGH TOP OVERLOOKING THE MUDDY RIVER TO THE E. AND ON THE HIGHEST
 JN0344'TOP  OF A GROUP OF TOPS THAT ARE JUST S. OF THE MUDDY RIVER.
 JN0344'
 JN0344'STATION REACHED BY HELICOPTER.
 JN0344'
 JN0344'STATION MARK - STANDARD TABLET STAMPED --- SLAUGHTER 1952--- CEMENTED
 JN0344'IN DRILL HOLE IN BEDROCK.
 JN0344'
 JN0344'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 JN0344'---1 1952--- EMBEDDED IN CEMENT, 9.05 FT. FROM STATION MARK,
 JN0344'S 23 DEG W.
 JN0344'
 JN0344'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER DRIVEN INTO TOP OF A DEAD
 JN0344'STUMP, 24.18 FT. FROM STATION MARK, N 17 DEG 01 MIN W.
 JN0344
 JN0344                          STATION RECOVERY (2021)
 JN0344
 JN0344'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 JN0344'TO REACH FROM UTAH IH-70, TAKE EXIT 91 SOUTH AND FOLLOW THE MAIN ROAD.
 JN0344'GO 7.3 MI (11.7 KM) TO A Y-INTERSECTION AND VEER LEFT, EAST, ONTO
 JN0344'CR920.  CONTINUE EAST AND SOUTH FOR 8.7 MI (14.0 KM).  TURN LEFT ONTO
 JN0344'A MINOR UNNAMED ROAD AND GO 5.6 MI (9.0 KM).  TURN LEFT AND GO THROUGH
 JN0344'A WASH FOR 2 MI (3.2 KM) THEN TAKE THE RIGHT FORK.  GO 0.3 MI (0.5 KM)
 JN0344'AND TAKE THE LEFT FORK, GO EAST AND NORTHEAST FOR 3.1 MI (5.0 KM) TO
 JN0344'THE END OF VEHICLE TRAVEL.
 JN0344'
 JN0344'FROM HERE HIKE NORTH ALONG THE CLIFF RIM FOR 1.5 MI (2.4 KM).  WHEN
 JN0344'THE RIM BECOMES A NARROW RIDGE FOLLOW THE BASE OF THE RIDGE TO A
 JN0344'KEYHOLE SLOT.  PASS THROUGH THE KEYHOLE AND CROSS THE DEEP SADDLE.
 JN0344'THEN HIKE NORTH-NORTHWEST FOR ABOUT 0.5 MI (0.8 KM) TO ANOTHER SADDLE,
 JN0344'CROSS THE SADDLE AND ENTER THE DRAIN.  HIKE SOUTH-SOUTHEAST BACK
 JN0344'TOWARD THE RIM, UP THE DRAIN ABOUT 0.5 MI (0.8 KM).  THEN CONTINUE
 JN0344'ALONG THE RIM EDGE NE TO THE TOP AND STATION, ABOUT 1200 FEET.  THIS
 JN0344'IS A 6 MI (9.7 KM) ROUND TRIP HIKE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DF4644 ***********************************************************************
 DF4644  DESIGNATION -  SLCP BASE STATION
 DF4644  PID         -  DF4644
 DF4644  STATE/COUNTY-  UT/SALT LAKE
 DF4644  COUNTRY     -  US
 DF4644  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 DF4644
 DF4644                         *CURRENT SURVEY CONTROL
 DF4644  ______________________________________________________________________
 DF4644* NAD 83(2011) POSITION- 40 44 11.46915(N) 111 53 40.49083(W)   ADJUSTED
 DF4644* NAD 83(2011) ELLIP HT-  1284.342 (meters)        (06/27/12)   ADJUSTED
 DF4644* NAD 83(2011) EPOCH   -  2010.00
 DF4644* NAVD 88 ORTHO HEIGHT -  1301.3   (meters)     4269.    (feet) GPS OBS
 DF4644  ______________________________________________________________________
 DF4644  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF4644  GEOID HEIGHT    -        -16.850 (meters)                     GEOID99
 DF4644  GEOID HEIGHT    -        -16.912 (meters)                     GEOID18
 DF4644  NAD 83(2011) X  - -1,805,100.710 (meters)                     COMP
 DF4644  NAD 83(2011) Y  - -4,491,556.582 (meters)                     COMP
 DF4644  NAD 83(2011) Z  -  4,141,134.551 (meters)                     COMP
 DF4644  LAPLACE CORR    -          9.98  (seconds)                    DEFLEC18
 DF4644
 DF4644  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF4644  Standards:
 DF4644         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF4644            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF4644  -------------------------------------------------------------------
 DF4644  NETWORK    0.51   0.82           0.23   0.18   0.42      0.07501914
 DF4644  -------------------------------------------------------------------
 DF4644  Click here for local accuracies and other accuracy information.
 DF4644
 DF4644.The horizontal coordinates were established by GPS observations
 DF4644.and adjusted by the National Geodetic Survey in June 2012.
 DF4644
 DF4644.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF4644.been affixed to the stable North American tectonic plate. See 
 DF4644.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF4644
 DF4644.The horizontal coordinates are valid at the epoch date displayed above
 DF4644.which is a decimal equivalence of Year/Month/Day.
 DF4644
 DF4644.The orthometric height was determined by GPS observations and a
 DF4644.high-resolution geoid model.
 DF4644
 DF4644.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4644.GEOID18 height accuracy estimate available here.
 DF4644
 DF4644.Click photographs - Photos may exist for this station.
 DF4644
 DF4644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4644
 DF4644.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF4644
 DF4644.The ellipsoidal height was determined by GPS observations
 DF4644.and is referenced to NAD 83.
 DF4644
 DF4644. The following values were computed from the NAD 83(2011) position.
 DF4644
 DF4644;                    North         East     Units Scale Factor Converg.
 DF4644;SPC UT C     - 2,266,885.050   466,669.376   MT  1.00002268   -0 15 09.9
 DF4644;SPC UT C     - 7,437,272.03  1,531,064.44   sFT  1.00002268   -0 15 09.9
 DF4644;UTM  12      - 4,509,893.694   424,465.120   MT  0.99967023   -0 35 01.7
 DF4644
 DF4644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4644!SPC UT C     -   0.99979857  x   1.00002268  =   0.99982125
 DF4644!UTM  12      -   0.99979857  x   0.99967023  =   0.99946887
 DF4644
 DF4644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2446509893(NAD 83)
 DF4644
 DF4644                          SUPERSEDED SURVEY CONTROL
 DF4644
 DF4644  NAD 83(2007)-  40 44 11.46882(N)    111 53 40.49145(W) AD(2002.00) 0
 DF4644  ELLIP H (02/10/07) 1284.363  (m)                       GP(2002.00)    
 DF4644  NAD 83(1994)-  40 44 11.46869(N)    111 53 40.49126(W) AD(       ) 1
 DF4644  ELLIP H (03/31/03) 1284.368  (m)                       GP(       ) 4 2
 DF4644
 DF4644.Superseded values are not recommended for survey control.
 DF4644
 DF4644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4644.See file dsdata.pdf to determine how the superseded data were derived.
 DF4644
 DF4644_MARKER: Z = SEE DESCRIPTION
 DF4644_SETTING: 0 = UNSPECIFIED SETTING
 DF4644_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF4644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF4644+STABILITY: POSITION/ELEVATION WELL
 DF4644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4644+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 DF4644
 DF4644  HISTORY     - Date     Condition        Report By
 DF4644  HISTORY     - UNK      MONUMENTED       SLCS
 DF4644  HISTORY     - 20020827 GOOD             SLCS
 DF4644
 DF4644                          STATION DESCRIPTION
 DF4644
 DF4644'DESCRIBED BY SALT LAKE COUNTY SURVEYOR 2002
 DF4644'TO REACH SALT LAKE CITY BASE STATION FROM THE INTERSECTION OF 1300
 DF4644'SOUTH AND THE I-15 INTERSTATE FREEWAY, GO EAST ON 1300 SOUTH 0.5 MILES
 DF4644'TO WEST TEMPLE STREET, THEN CONTINUE SOUTH ON WEST TEMPLE STREET 0.35
 DF4644'MMILES TO THE SALT LAKE CITY PUBLIC UTILITIES BUILDING AT 1530 WOUTH
 DF4644'WEST TEMPLE STREET.
 DF4644'
 DF4644'POINT IS LOCATED ON THE ROOF AT THE NORTHWEST CORNER OF THE BUILDING.
 DF4644'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0520 ***********************************************************************
 JO0520  DESIGNATION -  SLOPE
 JO0520  PID         -  JO0520
 JO0520  STATE/COUNTY-  UT/BEAVER
 JO0520  COUNTRY     -  US
 JO0520  USGS QUAD   -  BEARSKIN MOUNTAIN (2017)
 JO0520
 JO0520                         *CURRENT SURVEY CONTROL
 JO0520  ______________________________________________________________________
 JO0520* NAD 83(1994) POSITION- 38 23 10.67161(N) 112 45 10.30522(W)   ADJUSTED
 JO0520* NAVD 88 ORTHO HEIGHT -  1987.3   (meters)     6520.    (feet) VERTCON3
 JO0520  ______________________________________________________________________
 JO0520  GEOID HEIGHT    -        -20.244 (meters)                     GEOID18
 JO0520  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 JO0520  HORZ ORDER      -  FIRST
 JO0520
 JO0520.The horizontal coordinates were established by classical geodetic methods
 JO0520.and adjusted by the National Geodetic Survey in November 1997.
 JO0520
 JO0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0520
 JO0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0520.GEOID18 height accuracy estimate available here.
 JO0520
 JO0520.Click photographs - Photos may exist for this station.
 JO0520
 JO0520.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0520
 JO0520. The following values were computed from the NAD 83(1994) position.
 JO0520
 JO0520;                    North         East     Units Scale Factor Converg.
 JO0520;SPC UT S     - 3,191,590.624   390,540.308   MT  1.00000646   -0 46 03.4
 JO0520;SPC UT S     -10,471,076.91  1,281,297.66   sFT  1.00000646   -0 46 03.4
 JO0520;UTM  12      - 4,250,131.369   346,908.613   MT  0.99988864   -1 05 19.2
 JO0520
 JO0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0520!SPC UT S     -   0.99969146  x   1.00000646  =   0.99969791
 JO0520!UTM  12      -   0.99969146  x   0.99988864  =   0.99958013
 JO0520
 JO0520:                Primary Azimuth Mark                     Grid Az
 JO0520:SPC UT S     -  SLOPE AZ MK                              211 27 04.2
 JO0520:UTM  12      -  SLOPE AZ MK                              211 46 20.0
 JO0520
 JO0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH4690850131(NAD 83)
 JO0520
 JO0520|---------------------------------------------------------------------|
 JO0520| PID    Reference Object                     Distance      Geod. Az  |
 JO0520|                                                           dddmmss.s |
 JO0520| CM6011 SLOPE RM 1                            8.492 METERS 10041     |
 JO0520| JO0512 BEAVER COURTHOUSE CLOCK TOWER       APPROX.15.9 KM 1413258.5 |
 JO0520| JO0514 BEAVER BROOKLWN MILK PLT N STK      APPROX.15.0 KM 1464738.0 |
 JO0520| JO0511 BEAVER BROOKLWN MILK PLT S STK      APPROX.15.0 KM 1464803.1 |
 JO0520| CM6010 SLOPE AZ MK                                        2104100.8 |
 JO0520| CM6012 SLOPE RM 2                            8.813 METERS 21544     |
 JO0520|---------------------------------------------------------------------|
 JO0520
 JO0520                          SUPERSEDED SURVEY CONTROL
 JO0520
 JO0520  NAD 83(1986)-  38 23 10.66761(N)    112 45 10.30105(W) AD(       ) 1
 JO0520  NAD 27      -  38 23 10.77900(N)    112 45 07.49300(W) AD(       ) 1
 JO0520  NGVD 29 (07/19/86) 1986.0    (m)         6516.     (f) VERT ANG       
 JO0520
 JO0520.Superseded values are not recommended for survey control.
 JO0520
 JO0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0520.See file dsdata.pdf to determine how the superseded data were derived.
 JO0520
 JO0520_MARKER: DS = TRIANGULATION STATION DISK
 JO0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0520_STAMPING: SLOPE 1938
 JO0520_MARK LOGO: CGS
 JO0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0520+STABILITY: SURFACE MOTION
 JO0520
 JO0520  HISTORY     - Date     Condition        Report By
 JO0520  HISTORY     - 1938     MONUMENTED       CGS
 JO0520  HISTORY     - 1957     GOOD             USGS
 JO0520
 JO0520                          STATION DESCRIPTION
 JO0520
 JO0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JO0520'STATION IS LOCATED ON A LOW SLIGHTLY SLOPING CEDAR AND SMALL
 JO0520'PINE-COVERED RIDGE AT BASE OF MINERAL MTS. (AT ABOUT 7000-FOOT
 JO0520'ELEVATION), ABOUT 3 MILES E OF MILFORD NEEDLE (MILFORD NEEDLE,
 JO0520'1883 - SPEC. PUBLICATION 209), ABOUT 10 MILES NW AIRLINE FROM
 JO0520'BEAVER, AND ABOUT 14 MILES EAST AIRLINE OF MILFORD.
 JO0520'
 JO0520'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JO0520'DISKS IN CONCRETE.
 JO0520'AZIMUTH MARK IS A STANDARD BRONZE DISK IN A BOULDER AS DESCRIBED
 JO0520'
 JO0520'STATION IS REACHED FROM BEAVER BY GOING W FROM NE CORNER OF
 JO0520'CITY PARK ON UTAH 21 4.0 MILES, TURNING R OR N ONTO A TRAIL
 JO0520'SIDE-ROAD, KEEPING TO R OF SOME CORRALS AND GOING 1.9 MILES ON
 JO0520'MAIN TRAVELED ROAD WHERE IT PASSES UNDER A TRANSMISSION HIGH
 JO0520'LINE, AND CONTINUING ON THIS MAIN TRAVELED ROAD 1.7 MILES WHERE
 JO0520'IT CROSSES A DEEP WASH BY A SHORT TRAVEL DOWN IT, AND CONTINUING
 JO0520'ON THIS MAIN TRAVELED ROAD 4.8 MILES (KEEPING ALL R FORKS)
 JO0520'TO A FORK AND TAKE R FORK, (L FORK GOES TO VICINITY OF SOME
 JO0520'MINING DIGGINGS ON MOUNTAIN SIDE) AND CONTINUE 0.85 MILE (A SMALL
 JO0520'CEDAR TREE WAS TRIMMED AT TIME OF OBSERVATIONS FROM
 JO0520'STATION, AT TURN-OFF FROM ROAD.  HERE IT IS NECESSARY TO
 JO0520'TURN R, E OFF ROAD AND GO CROSS COUNTRY 0.3 MILE TO STATION
 JO0520'LOCATION.
 JO0520'
 JO0520'AZIMUTH MARK IS LOCATED ABOUT 0.35 MILE SSW OF STATION, AT
 JO0520'BOTTOM OF A SLOPE, SLOPING TOWARDS NE.  AZIMUTH MARK IS SET
 JO0520'IN A BOULDER ABOUT 4 FEET IN DIAMETER WHICH PROJECTS FOUR
 JO0520'INCHES ABOVE GROUND.
 JO0520'
 JO0520'STATION MARK IS STAMPED - SLOPE 1938, AND OBSERVATIONS WERE
 JO0520'MADE FROM A FOUR FOOT STAND.
 JO0520
 JO0520                          STATION RECOVERY (1957)
 JO0520
 JO0520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JO0520'THE AREA TO THE NW., SW., AND SE. HAS BEEN CLEARED
 JO0520'OF BRUSH AND TREES.  ALL MARKS IN GOOD CONDITION.  NEW TO REACH
 JO0520'FOLLOWS
 JO0520'
 JO0520'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 91 AND STATE HIGHWAY 21 IN
 JO0520'BEAVER, DRIVE W. ON STATE HIGHWAY 21 FOR 4.8 MI. TO GRADED RD. AT
 JO0520'SLIGHT ANGLE TO RIGHT, TURN RIGHT ON GRADED RD. 4.3 MI. TO T-RD., TURN
 JO0520'RIGHT (N.) AND CONTINUE ON MAIN RD. 6.6 MI. (0.2 MI. S. OF FENCE AND
 JO0520'CATTLEGUARD), TURN RIGHT ACROSS COUNTRY (E.) 2,220 FT. TO STATION.
 JO0520'STATION IS AT SW. CORNER OF TREES.  (A LARGE AREA HAS BEEN CLEARED OF
 JO0520'BRUSH AND TREES.)
 JO0520'
 JO0520'STATION MARK--STANDARD BRONZE DISK IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0630 ***********************************************************************
 HO0630  DESIGNATION -  SM 32
 HO0630  PID         -  HO0630
 HO0630  STATE/COUNTY-  UT/WASHINGTON
 HO0630  COUNTRY     -  US
 HO0630  USGS QUAD   -  SAINT GEORGE (2017)
 HO0630
 HO0630                         *CURRENT SURVEY CONTROL
 HO0630  ______________________________________________________________________
 HO0630* NAD 83(1994) POSITION- 37 00 00.64362(N) 113 37 22.36714(W)   ADJUSTED
 HO0630* NAVD 88 ORTHO HEIGHT -   854.    (meters)     2802.    (feet) VERTCON3
 HO0630  ______________________________________________________________________
 HO0630  GEOID HEIGHT    -        -24.710 (meters)                     GEOID18
 HO0630  LAPLACE CORR    -          2.63  (seconds)                    DEFLEC18
 HO0630  HORZ ORDER      -  SECOND
 HO0630
 HO0630.The horizontal coordinates were established by classical geodetic methods
 HO0630.and adjusted by the National Geodetic Survey in November 1997.
 HO0630
 HO0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0630
 HO0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0630.GEOID18 height accuracy estimate available here.
 HO0630
 HO0630.Click photographs - Photos may exist for this station.
 HO0630
 HO0630.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0630
 HO0630. The following values were computed from the NAD 83(1994) position.
 HO0630
 HO0630;                    North         East     Units Scale Factor Converg.
 HO0630;SPC UT S     - 3,039,159.433   311,047.250   MT  1.00004417   -1 18 02.4
 HO0630;SPC UT S     - 9,970,975.57  1,020,494.19   sFT  1.00004417   -1 18 02.4
 HO0630;UTM  12      - 4,098,108.510   266,604.348   MT  1.00027111   -1 34 45.1
 HO0630
 HO0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0630!SPC UT S     -   0.99986991  x   1.00004417  =   0.99991407
 HO0630!UTM  12      -   0.99986991  x   1.00027111  =   1.00014098
 HO0630
 HO0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF6660498108(NAD 83)
 HO0630
 HO0630                          SUPERSEDED SURVEY CONTROL
 HO0630
 HO0630  NAD 83(1992)-  37 00 00.64067(N)    113 37 22.36963(W) AD(       ) 2
 HO0630  NAD 83(1986)-  37 00 00.63878(N)    113 37 22.36746(W) AD(       ) 2
 HO0630  NAD 27      -  37 00 00.70650(N)    113 37 19.51430(W) AD(       ) 2
 HO0630  NGVD 29 (07/19/86)  853.     (m)         2799.     (f) VERT ANG       
 HO0630
 HO0630.Superseded values are not recommended for survey control.
 HO0630
 HO0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0630.See file dsdata.pdf to determine how the superseded data were derived.
 HO0630
 HO0630_MARKER: I = METAL ROD
 HO0630_SETTING: 66 = SET IN ROCK OUTCROP
 HO0630_MARK LOGO: FAS
 HO0630_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0630+STABILITY: POSITION/ELEVATION WELL
 HO0630
 HO0630  HISTORY     - Date     Condition        Report By
 HO0630  HISTORY     - 1960     MONUMENTED       FAS
 HO0630  HISTORY     - 1962     GOOD             CGS
 HO0630
 HO0630                          STATION DESCRIPTION
 HO0630
 HO0630'DESCRIBED BY FAIRCHILD AERIAL SURVEYS 1960
 HO0630'THE STATION MARK STAMPED SM 32, IS A FAIRCHILD AERIAL SURVEY MARK.  IT
 HO0630'IS A BRASS PIN THAT IS CEMENTED IN A DRILL HOLE IN BEDROCK THAT
 HO0630'IS FLUSH.
 HO0630'
 HO0630'TO REACH STATION JIM FROM THE POST OFFICE IN ST. GEORGE, GO
 HO0630'EAST ON TABERNACLE ST. FOR 0.7 MILE TO 700 EAST ST., TURN RIGHT
 HO0630'AND GO SOUTH FOR 3.5 MILES TO A FORK, TAKE RIGHT FORK AND GO
 HO0630'SOUTHWEST FOR 5.1 MILES TO A CATTLE GUARD AT THE ARIZONA-UTAH
 HO0630'STATE LINE.  CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO A FORK,
 HO0630'TAKE RIGHT FORK AND GO SOUTHWEST ON BLADED ROAD FOR 2.6 MILES
 HO0630'TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE SOUTHWEST ON
 HO0630'TRACK ROAD FOR 0.6 MILE TO A FORK, TAKE RIGHT FORK AND GO WEST
 HO0630'AND NORTHWEST FOR 1.15 MILES TO THE INTERSECTION OF 3 ROADS,
 HO0630'TURN RIGHT ON THE TRACK ROAD THAT LEADS NORTH-NORTHEAST AND
 HO0630'GO 1.35 MILES TO THE BASE OF A SMALL KNOLL ON THE RIGHT AND
 HO0630'END OF TRUCK TRAVEL.  PACK EAST FOR ABOUT 100 YARDS TO THE
 HO0630'TOP OF THE KNOLL AND STATION JIM.
 HO0630
 HO0630                          STATION RECOVERY (1962)
 HO0630
 HO0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HO0630'THE STATION WAS RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0286 ***********************************************************************
 HO0286  DESIGNATION -  SM 33
 HO0286  PID         -  HO0286
 HO0286  STATE/COUNTY-  UT/WASHINGTON
 HO0286  COUNTRY     -  US
 HO0286  USGS QUAD   -  SAINT GEORGE (2017)
 HO0286
 HO0286                         *CURRENT SURVEY CONTROL
 HO0286  ______________________________________________________________________
 HO0286* NAD 83(1986) POSITION- 37 00 34.     (N) 113 37 03.     (W)   SCALED
 HO0286* NAVD 88 ORTHO HEIGHT -   822.513 (meters)     2698.53  (feet) POSTED
 HO0286  ______________________________________________________________________
 HO0286  GEOID HEIGHT    -        -24.708 (meters)                     GEOID18
 HO0286  DYNAMIC HEIGHT  -        821.67  (meters)     2695.8   (feet) COMP
 HO0286  MODELED GRAVITY -    979,582.7   (mgal)                       NAVD 88
 HO0286
 HO0286  VERT ORDER      -  * POSTED, SEE BELOW
 HO0286
 HO0286.The horizontal coordinates were scaled from a map and have
 HO0286.an estimated accuracy of +/- 6 seconds.
 HO0286
 HO0286.The orthometric height was determined by differential leveling
 HO0286.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0286
 HO0286.* This is a POSTED BENCH MARK height.
 HO0286
 HO0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0286.GEOID18 height accuracy estimate available here.
 HO0286
 HO0286.Click photographs - Photos may exist for this station.
 HO0286
 HO0286.The dynamic height is computed by dividing the NAVD 88
 HO0286.geopotential number by the normal gravity value computed on the
 HO0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0286.degrees latitude (g = 980.6199 gals.).
 HO0286
 HO0286.The modeled gravity was interpolated from observed gravity values.
 HO0286
 HO0286;                    North         East    Units  Estimated Accuracy
 HO0286;SPC UT S     - 3,040,180.      311,550.      MT  (+/- 180 meters Scaled)
 HO0286
 HO0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF671991(NAD 83)
 HO0286
 HO0286                          SUPERSEDED SURVEY CONTROL
 HO0286
 HO0286  NGVD 29 (??/??/92)  821.685  (m)         2695.81   (f) ADJ UNCH    2 0
 HO0286
 HO0286.Superseded values are not recommended for survey control.
 HO0286
 HO0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0286.See file dsdata.pdf to determine how the superseded data were derived.
 HO0286
 HO0286_MARKER: DD = SURVEY DISK
 HO0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0286_STAMPING: SM 33
 HO0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0286+STABILITY: SURFACE MOTION
 HO0286
 HO0286  HISTORY     - Date     Condition        Report By
 HO0286  HISTORY     - UNK      MONUMENTED       FAS
 HO0286  HISTORY     - 1960     GOOD             CGS
 HO0286  HISTORY     - 1979     MARK NOT FOUND   USGS
 HO0286
 HO0286                          STATION DESCRIPTION
 HO0286
 HO0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HO0286'12.1 MI S FROM ST GEORGE.
 HO0286'0.8 MILES EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ON TABERNACLE
 HO0286'STREET, THENCE 3.5 MILES SOUTHEAST ON A BLACKTOP ROAD TO A Y-FORK,
 HO0286'THENCE 1.5 MILES SOUTH AND WEST ON GRAVEL AND BLACKTOP ROAD TO A
 HO0286'Y-FORK, THENCE 4.4 MILES WEST AND SOUTH ON A GRAVEL ROAD TO A Y-FORK,
 HO0286'THENCE 0.4 MILES SOUTH ON A TRACK ROAD TO A Y-FORK, THENCE 1.5 MILES
 HO0286'WEST AND SOUTH ON A TRACK ROAD TO A HILL THAT HAS A SMALL KNOLL AND
 HO0286'THE MARK, 15.0 FEET EAST OF A TRAIL ROAD, 3 FEET SOUTHEAST OF A 2 X 2
 HO0286'IN. WOODEN POST, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST
 HO0286'PROJECTING 4 INCHES.
 HO0286
 HO0286                          STATION RECOVERY (1979)
 HO0286
 HO0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HO0286'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0287 ***********************************************************************
 HO0287  DESIGNATION -  SM 34
 HO0287  PID         -  HO0287
 HO0287  STATE/COUNTY-  UT/WASHINGTON
 HO0287  COUNTRY     -  US
 HO0287  USGS QUAD   -  SAINT GEORGE (2017)
 HO0287
 HO0287                         *CURRENT SURVEY CONTROL
 HO0287  ______________________________________________________________________
 HO0287* NAD 83(1986) POSITION- 37 00 59.     (N) 113 36 45.     (W)   SCALED
 HO0287* NAVD 88 ORTHO HEIGHT -   807.260 (meters)     2648.49  (feet) POSTED
 HO0287  ______________________________________________________________________
 HO0287  GEOID HEIGHT    -        -24.703 (meters)                     GEOID18
 HO0287  DYNAMIC HEIGHT  -        806.44  (meters)     2645.8   (feet) COMP
 HO0287  MODELED GRAVITY -    979,589.5   (mgal)                       NAVD 88
 HO0287
 HO0287  VERT ORDER      -  * POSTED, SEE BELOW
 HO0287
 HO0287.The horizontal coordinates were scaled from a map and have
 HO0287.an estimated accuracy of +/- 6 seconds.
 HO0287
 HO0287.The orthometric height was determined by differential leveling
 HO0287.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0287
 HO0287.* This is a POSTED BENCH MARK height.
 HO0287
 HO0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0287.GEOID18 height accuracy estimate available here.
 HO0287
 HO0287.Click photographs - Photos may exist for this station.
 HO0287
 HO0287.The dynamic height is computed by dividing the NAVD 88
 HO0287.geopotential number by the normal gravity value computed on the
 HO0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0287.degrees latitude (g = 980.6199 gals.).
 HO0287
 HO0287.The modeled gravity was interpolated from observed gravity values.
 HO0287
 HO0287;                    North         East    Units  Estimated Accuracy
 HO0287;SPC UT S     - 3,040,940.      312,010.      MT  (+/- 180 meters Scaled)
 HO0287
 HO0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF675998(NAD 83)
 HO0287
 HO0287                          SUPERSEDED SURVEY CONTROL
 HO0287
 HO0287  NGVD 29 (??/??/92)  806.437  (m)         2645.79   (f) ADJ UNCH    2 0
 HO0287
 HO0287.Superseded values are not recommended for survey control.
 HO0287
 HO0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0287.See file dsdata.pdf to determine how the superseded data were derived.
 HO0287
 HO0287_MARKER: DD = SURVEY DISK
 HO0287_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HO0287_STAMPING: SM 34
 HO0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0287
 HO0287  HISTORY     - Date     Condition        Report By
 HO0287  HISTORY     - UNK      MONUMENTED       LOCENG
 HO0287  HISTORY     - 1960     GOOD             CGS
 HO0287  HISTORY     - 1979     MARK NOT FOUND   USGS
 HO0287
 HO0287                          STATION DESCRIPTION
 HO0287
 HO0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HO0287'11.6 MI S FROM ST GEORGE.
 HO0287'0.8 MILES EAST OF THE POST OFFICE IN ST. GEORGE, UTAH, ON TABERNACLE
 HO0287'STREET, THENCE 3.5 MILES SOUTHEAST ON A BLACKTOP ROAD TO A Y-FORK,
 HO0287'THENCE 1.5 MILES SOUTH AND WEST ON A GRAVEL AND BLACKTOP ROAD TO A
 HO0287'Y-FORK, THENCE 4.4 MILES WEST AND SOUTH ON GRAVEL ROAD TO A Y-FORK,
 HO0287'THENCE 0.4 MILES SOUTH ON A TRACK ROAD TO A Y-FORK, THENCE 1.0 MILES
 HO0287'WEST AND SOUTH ON A TRACK ROAD TO THE MARK, ABOUT 0.1 MILE EAST OF
 HO0287'TRACK ROAD, 3 FEET SOUTHEAST OF A 2 X 2 IN. WOODEN POST, SET IN THE
 HO0287'TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 HO0287
 HO0287                          STATION RECOVERY (1979)
 HO0287
 HO0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HO0287'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0290 ***********************************************************************
 HO0290  DESIGNATION -  SM 38
 HO0290  PID         -  HO0290
 HO0290  STATE/COUNTY-  UT/WASHINGTON
 HO0290  COUNTRY     -  US
 HO0290  USGS QUAD   -  SAINT GEORGE (2017)
 HO0290
 HO0290                         *CURRENT SURVEY CONTROL
 HO0290  ______________________________________________________________________
 HO0290* NAD 83(1986) POSITION- 37 02 33.     (N) 113 35 35.     (W)   SCALED
 HO0290* NAVD 88 ORTHO HEIGHT -   771.850 (meters)     2532.31  (feet) POSTED
 HO0290  ______________________________________________________________________
 HO0290  GEOID HEIGHT    -        -24.663 (meters)                     GEOID18
 HO0290  DYNAMIC HEIGHT  -        771.06  (meters)     2529.7   (feet) COMP
 HO0290  MODELED GRAVITY -    979,586.7   (mgal)                       NAVD 88
 HO0290
 HO0290  VERT ORDER      -  * POSTED, SEE BELOW
 HO0290
 HO0290.The horizontal coordinates were scaled from a map and have
 HO0290.an estimated accuracy of +/- 6 seconds.
 HO0290
 HO0290.The orthometric height was determined by differential leveling
 HO0290.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0290
 HO0290.* This is a POSTED BENCH MARK height.
 HO0290
 HO0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0290.GEOID18 height accuracy estimate available here.
 HO0290
 HO0290.Click photographs - Photos may exist for this station.
 HO0290
 HO0290.The dynamic height is computed by dividing the NAVD 88
 HO0290.geopotential number by the normal gravity value computed on the
 HO0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0290.degrees latitude (g = 980.6199 gals.).
 HO0290
 HO0290.The modeled gravity was interpolated from observed gravity values.
 HO0290
 HO0290;                    North         East    Units  Estimated Accuracy
 HO0290;SPC UT S     - 3,043,800.      313,810.      MT  (+/- 180 meters Scaled)
 HO0290
 HO0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG693027(NAD 83)
 HO0290
 HO0290                          SUPERSEDED SURVEY CONTROL
 HO0290
 HO0290  NGVD 29 (??/??/92)  771.019  (m)         2529.58   (f) ADJ UNCH    2 0
 HO0290
 HO0290.Superseded values are not recommended for survey control.
 HO0290
 HO0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0290.See file dsdata.pdf to determine how the superseded data were derived.
 HO0290
 HO0290_MARKER: DD = SURVEY DISK
 HO0290_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HO0290_STAMPING: SM 38
 HO0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0290
 HO0290  HISTORY     - Date     Condition        Report By
 HO0290  HISTORY     - UNK      MONUMENTED       LOCENG
 HO0290  HISTORY     - 1960     GOOD             CGS
 HO0290  HISTORY     - 1979     MARK NOT FOUND   USGS
 HO0290
 HO0290                          STATION DESCRIPTION
 HO0290
 HO0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HO0290'8.8 MI S FROM ST GEORGE.
 HO0290'0.8 MILES EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ON TABERNACLE
 HO0290'STREET, THENCE 3.5 MILES SOUTHEAST ON A BLACKTOP ROAD TO A Y-FORK,
 HO0290'THENCE 1.5 MILES SOUTH AND WEST ON GRAVEL AND BLACKTOP ROAD TO A
 HO0290'Y-FORK, THENCE 3.0 MILES WEST AND SOUTH ON GRAVEL ROAD TO THE MARK,
 HO0290'ABOUT 160 FEET WEST OF A FENCE AND GATE, 72 FEET SOUTH OF THE CENTER
 HO0290'OF THE ROAD AND 4 FEET SOUTH OF A 2 X 2 IN. WOODEN POST, SET IN THE
 HO0290'TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 HO0290
 HO0290                          STATION RECOVERY (1979)
 HO0290
 HO0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HO0290'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0291 ***********************************************************************
 HO0291  DESIGNATION -  SM 39
 HO0291  PID         -  HO0291
 HO0291  STATE/COUNTY-  UT/WASHINGTON
 HO0291  COUNTRY     -  US
 HO0291  USGS QUAD   -  SAINT GEORGE (2017)
 HO0291
 HO0291                         *CURRENT SURVEY CONTROL
 HO0291  ______________________________________________________________________
 HO0291* NAD 83(1986) POSITION- 37 03 01.     (N) 113 35 21.     (W)   SCALED
 HO0291* NAVD 88 ORTHO HEIGHT -   784.037 (meters)     2572.29  (feet) POSTED
 HO0291  ______________________________________________________________________
 HO0291  GEOID HEIGHT    -        -24.651 (meters)                     GEOID18
 HO0291  DYNAMIC HEIGHT  -        783.23  (meters)     2569.6   (feet) COMP
 HO0291  MODELED GRAVITY -    979,582.3   (mgal)                       NAVD 88
 HO0291
 HO0291  VERT ORDER      -  * POSTED, SEE BELOW
 HO0291
 HO0291.The horizontal coordinates were scaled from a map and have
 HO0291.an estimated accuracy of +/- 6 seconds.
 HO0291
 HO0291.The orthometric height was determined by differential leveling
 HO0291.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0291
 HO0291.* This is a POSTED BENCH MARK height.
 HO0291
 HO0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0291.GEOID18 height accuracy estimate available here.
 HO0291
 HO0291.Click photographs - Photos may exist for this station.
 HO0291
 HO0291.The dynamic height is computed by dividing the NAVD 88
 HO0291.geopotential number by the normal gravity value computed on the
 HO0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0291.degrees latitude (g = 980.6199 gals.).
 HO0291
 HO0291.The modeled gravity was interpolated from observed gravity values.
 HO0291
 HO0291;                    North         East    Units  Estimated Accuracy
 HO0291;SPC UT S     - 3,044,650.      314,170.      MT  (+/- 180 meters Scaled)
 HO0291
 HO0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG697035(NAD 83)
 HO0291
 HO0291                          SUPERSEDED SURVEY CONTROL
 HO0291
 HO0291  NGVD 29 (??/??/92)  783.200  (m)         2569.55   (f) ADJ UNCH    2 0
 HO0291
 HO0291.Superseded values are not recommended for survey control.
 HO0291
 HO0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0291.See file dsdata.pdf to determine how the superseded data were derived.
 HO0291
 HO0291_MARKER: DD = SURVEY DISK
 HO0291_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HO0291_STAMPING: SM 39
 HO0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0291
 HO0291  HISTORY     - Date     Condition        Report By
 HO0291  HISTORY     - UNK      MONUMENTED       LOCENG
 HO0291  HISTORY     - 1960     GOOD             CGS
 HO0291  HISTORY     - 1979     MARK NOT FOUND   USGS
 HO0291
 HO0291                          STATION DESCRIPTION
 HO0291
 HO0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HO0291'8.1 MI S FROM ST GEORGE.
 HO0291'0.8 MILES EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ON TABERNACLE
 HO0291'STREET, THENCE 3.5 MILES SOUTHEAST ON BLACKTOP ROAD TO A Y-FORK,
 HO0291'THENCE 1.5 MILES SOUTH AND WEST ON A GRAVEL AND BLACKTOP ROAD TO A
 HO0291'Y-FORK, THENCE 2.3 MILES WEST AND SOUTH ON GRAVEL ROAD TO THE MARK, 15
 HO0291'FEET WEST OF THE CENTER OF THE ROAD, 4 FEET WEST OF A FENCE AND 4 FEET
 HO0291'SOUTH OF A 2 X 2 IN. WOODEN POST, SET IN THE TOP OF A 6-INCH SQUARE
 HO0291'CONCRETE POST PROJECTING 5 INCHES.
 HO0291
 HO0291                          STATION RECOVERY (1979)
 HO0291
 HO0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HO0291'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0292 ***********************************************************************
 HO0292  DESIGNATION -  SM 40
 HO0292  PID         -  HO0292
 HO0292  STATE/COUNTY-  UT/WASHINGTON
 HO0292  COUNTRY     -  US
 HO0292  USGS QUAD   -  SAINT GEORGE (2017)
 HO0292
 HO0292                         *CURRENT SURVEY CONTROL
 HO0292  ______________________________________________________________________
 HO0292* NAD 83(1986) POSITION- 37 03 26.     (N) 113 35 09.     (W)   SCALED
 HO0292* NAVD 88 ORTHO HEIGHT -   786.713 (meters)     2581.07  (feet) POSTED
 HO0292  ______________________________________________________________________
 HO0292  GEOID HEIGHT    -        -24.638 (meters)                     GEOID18
 HO0292  DYNAMIC HEIGHT  -        785.91  (meters)     2578.4   (feet) COMP
 HO0292  MODELED GRAVITY -    979,580.1   (mgal)                       NAVD 88
 HO0292
 HO0292  VERT ORDER      -  * POSTED, SEE BELOW
 HO0292
 HO0292.The horizontal coordinates were scaled from a map and have
 HO0292.an estimated accuracy of +/- 6 seconds.
 HO0292
 HO0292.The orthometric height was determined by differential leveling
 HO0292.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0292
 HO0292.* This is a POSTED BENCH MARK height.
 HO0292
 HO0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0292.GEOID18 height accuracy estimate available here.
 HO0292
 HO0292.Click photographs - Photos may exist for this station.
 HO0292
 HO0292.The dynamic height is computed by dividing the NAVD 88
 HO0292.geopotential number by the normal gravity value computed on the
 HO0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0292.degrees latitude (g = 980.6199 gals.).
 HO0292
 HO0292.The modeled gravity was interpolated from observed gravity values.
 HO0292
 HO0292;                    North         East    Units  Estimated Accuracy
 HO0292;SPC UT S     - 3,045,410.      314,490.      MT  (+/- 180 meters Scaled)
 HO0292
 HO0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG700043(NAD 83)
 HO0292
 HO0292                          SUPERSEDED SURVEY CONTROL
 HO0292
 HO0292  NGVD 29 (??/??/92)  785.872  (m)         2578.32   (f) ADJ UNCH    2 0
 HO0292
 HO0292.Superseded values are not recommended for survey control.
 HO0292
 HO0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0292.See file dsdata.pdf to determine how the superseded data were derived.
 HO0292
 HO0292_MARKER: DD = SURVEY DISK
 HO0292_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HO0292_STAMPING: S M 40
 HO0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0292
 HO0292  HISTORY     - Date     Condition        Report By
 HO0292  HISTORY     - UNK      MONUMENTED       LOCENG
 HO0292  HISTORY     - 1960     GOOD             CGS
 HO0292  HISTORY     - 1979     MARK NOT FOUND   USGS
 HO0292
 HO0292                          STATION DESCRIPTION
 HO0292
 HO0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HO0292'7.6 MI S FROM ST GEORGE.
 HO0292'0.8 MILES EAST OF THE POST OFFICE AT ST. GEORGE, UTAH, ON TABERNACLE
 HO0292'STREET, THENCE 3.5 MILES SOUTHEAST ON BLACKTOP ROAD TO Y-FORK, THENCE
 HO0292'1.5 MILES SOUTH AND WEST ON GRAVEL AND BLACKTOP ROAD TO Y-FORK, THENCE
 HO0292'1.8 MILES WEST ON GRAVEL ROAD TO THE MARK, 55 FEET EAST OF THE CENTER
 HO0292'OF THE ROAD, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST
 HO0292'PROJECTING 6 INCHES, JUST EAST OF A GROUP OF FARM BUILDINGS.
 HO0292
 HO0292                          STATION RECOVERY (1979)
 HO0292
 HO0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HO0292'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5837 ***********************************************************************
 AI5837  DESIGNATION -  SMELTER GPS BASE STATION ARP
 AI5837  PID         -  AI5837
 AI5837  STATE/COUNTY-  UT/MILLARD
 AI5837  COUNTRY     -  US
 AI5837  USGS QUAD   -  SMELTER KNOLLS EAST (2017)
 AI5837
 AI5837                         *CURRENT SURVEY CONTROL
 AI5837  ______________________________________________________________________
 AI5837* NAD 83(2011) POSITION- 39 25 32.29955(N) 112 50 41.69133(W)   ADJUSTED
 AI5837* NAD 83(2011) ELLIP HT-  1422.946 (meters)        (06/27/12)   ADJUSTED
 AI5837* NAD 83(2011) EPOCH   -  2010.00
 AI5837* NAVD 88 ORTHO HEIGHT -  1442.6   (meters)     4733.    (feet) GPS OBS
 AI5837  ______________________________________________________________________
 AI5837  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5837  GEOID HEIGHT    -        -19.670 (meters)                     GEOID09
 AI5837  GEOID HEIGHT    -        -19.660 (meters)                     GEOID18
 AI5837  NAD 83(2011) X  - -1,915,781.300 (meters)                     COMP
 AI5837  NAD 83(2011) Y  - -4,547,481.561 (meters)                     COMP
 AI5837  NAD 83(2011) Z  -  4,029,833.332 (meters)                     COMP
 AI5837  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 AI5837
 AI5837  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5837  Standards:
 AI5837         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5837            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5837  -------------------------------------------------------------------
 AI5837  NETWORK    0.15   0.31           0.06   0.06   0.16      0.01119619
 AI5837  -------------------------------------------------------------------
 AI5837  Click here for local accuracies and other accuracy information.
 AI5837
 AI5837.The horizontal coordinates were established by GPS observations
 AI5837.and adjusted by the National Geodetic Survey in June 2012.
 AI5837
 AI5837.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5837.been affixed to the stable North American tectonic plate. See 
 AI5837.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5837
 AI5837.The horizontal coordinates are valid at the epoch date displayed above
 AI5837.which is a decimal equivalence of Year/Month/Day.
 AI5837
 AI5837.The orthometric height was determined by GPS observations and a
 AI5837.high-resolution geoid model.
 AI5837
 AI5837.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5837.GEOID18 height accuracy estimate available here.
 AI5837
 AI5837.Click photographs - Photos may exist for this station.
 AI5837
 AI5837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5837
 AI5837.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5837
 AI5837.The ellipsoidal height was determined by GPS observations
 AI5837.and is referenced to NAD 83.
 AI5837
 AI5837. The following values were computed from the NAD 83(2011) position.
 AI5837
 AI5837;                    North         East     Units Scale Factor Converg.
 AI5837;SPC UT C     - 2,122,137.117   384,209.299   MT  0.99992419   -0 51 41.5
 AI5837;SPC UT C     - 6,962,378.19  1,260,526.68   sFT  0.99992419   -0 51 41.5
 AI5837;UTM  12      - 4,365,635.873   341,201.830   MT  0.99991048   -1 10 18.9
 AI5837
 AI5837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5837!SPC UT C     -   0.99977681  x   0.99992419  =   0.99970101
 AI5837!UTM  12      -   0.99977681  x   0.99991048  =   0.99968731
 AI5837
 AI5837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ4120165635(NAD 83)
 AI5837
 AI5837                          SUPERSEDED SURVEY CONTROL
 AI5837
 AI5837  NAD 83(2007)-  39 25 32.29917(N)    112 50 41.69153(W) AD(2002.00) 0
 AI5837  ELLIP H (02/10/07) 1422.958  (m)                       GP(2002.00)    
 AI5837  NAD 83(1994)-  39 25 32.29877(N)    112 50 41.69096(W) AD(       ) A
 AI5837  ELLIP H (06/28/00) 1422.979  (m)                       GP(       ) 4 1
 AI5837  NAVD 88 (06/28/00) 1442.6    (m)  GEOID99  model used  GPS OBS        
 AI5837
 AI5837.Superseded values are not recommended for survey control.
 AI5837
 AI5837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5837.See file dsdata.pdf to determine how the superseded data were derived.
 AI5837
 AI5837_MARKER: Z = SEE DESCRIPTION
 AI5837_SETTING: 0 = UNSPECIFIED SETTING
 AI5837_MARK LOGO: NONE
 AI5837_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5837+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1999
 AI5837
 AI5837  HISTORY     - Date     Condition        Report By
 AI5837  HISTORY     - 1996     MONUMENTED
 AI5837  HISTORY     - 19990615 GOOD             NGS
 AI5837
 AI5837                          STATION DESCRIPTION
 AI5837
 AI5837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AI5837'THE STATION IS A GPS BASE STATION ARP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0845 ***********************************************************************
 LO0845  DESIGNATION -  SMELTZER
 LO0845  PID         -  LO0845
 LO0845  STATE/COUNTY-  UT/SALT LAKE
 LO0845  COUNTRY     -  US
 LO0845  USGS QUAD   -  MOUNT AIRE (2017)
 LO0845
 LO0845                         *CURRENT SURVEY CONTROL
 LO0845  ______________________________________________________________________
 LO0845* NAD 83(1994) POSITION- 40 39 30.76891(N) 111 42 07.31530(W)   ADJUSTED
 LO0845* NAVD 88 ORTHO HEIGHT -  3120.5   (meters)    10238.    (feet) VERTCON3
 LO0845  ______________________________________________________________________
 LO0845  GEOID HEIGHT    -        -15.764 (meters)                     GEOID18
 LO0845  LAPLACE CORR    -         10.27  (seconds)                    DEFLEC18
 LO0845  HORZ ORDER      -  FIRST
 LO0845
 LO0845.The horizontal coordinates were established by classical geodetic methods
 LO0845.and adjusted by the National Geodetic Survey in November 1997.
 LO0845
 LO0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0845
 LO0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0845.GEOID18 height accuracy estimate available here.
 LO0845
 LO0845.Click photographs - Photos may exist for this station.
 LO0845
 LO0845.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0845
 LO0845. The following values were computed from the NAD 83(1994) position.
 LO0845
 LO0845;                    North         East     Units Scale Factor Converg.
 LO0845;SPC UT C     - 2,258,172.049   482,914.558   MT  1.00000214   -0 07 45.9
 LO0845;SPC UT C     - 7,408,686.13  1,584,362.18   sFT  1.00000214   -0 07 45.9
 LO0845;UTM  12      - 4,501,090.550   440,654.162   MT  0.99964335   -0 27 26.7
 LO0845
 LO0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0845!SPC UT C     -   0.99951321  x   1.00000214  =   0.99951535
 LO0845!UTM  12      -   0.99951321  x   0.99964335  =   0.99915674
 LO0845
 LO0845:                Primary Azimuth Mark                     Grid Az
 LO0845:SPC UT C     -  DALE                                     339 07 02.1
 LO0845:UTM  12      -  DALE                                     339 26 42.9
 LO0845
 LO0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL4065401090(NAD 83)
 LO0845
 LO0845|---------------------------------------------------------------------|
 LO0845| PID    Reference Object                     Distance      Geod. Az  |
 LO0845|                                                           dddmmss.s |
 LO0845| CM6016 SMELTZER RM 1                         5.788 METERS 17927     |
 LO0845| LO0971 DALE                                APPROX.11.5 KM 3385916.2 |
 LO0845| CM6017 SMELTZER RM 2                         5.313 METERS 35912     |
 LO0845|---------------------------------------------------------------------|
 LO0845
 LO0845                          SUPERSEDED SURVEY CONTROL
 LO0845
 LO0845  NAD 83(1993)-  40 39 30.76865(N)    111 42 07.31370(W) AD(       ) 1
 LO0845  NAD 83(1986)-  40 39 30.75613(N)    111 42 07.30588(W) AD(       ) 1
 LO0845  NAD 27      -  40 39 30.94345(N)    111 42 04.55744(W) AD(       ) 1
 LO0845  NGVD 29 (07/19/86) 3119.2    (m)        10234.     (f) VERT ANG       
 LO0845
 LO0845.Superseded values are not recommended for survey control.
 LO0845
 LO0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0845.See file dsdata.pdf to determine how the superseded data were derived.
 LO0845
 LO0845_MARKER: DH = HORIZONTAL CONTROL DISK
 LO0845_SETTING: 66 = SET IN ROCK OUTCROP
 LO0845_STAMPING: SMELTZER 1973
 LO0845_MARK LOGO: NGS
 LO0845_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0845+STABILITY: POSITION/ELEVATION WELL
 LO0845
 LO0845  HISTORY     - Date     Condition        Report By
 LO0845  HISTORY     - 1973     MONUMENTED       NGS
 LO0845
 LO0845                          STATION DESCRIPTION
 LO0845
 LO0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0845'THE STATION IS LOCATED ON THE SUMMIT OF A PEAK LOCALLY KNOWN AS
 LO0845'MT. RAYMOND ABOUT 5.5 MILES EAST OF WASATCH BOULEVARD IN SALT
 LO0845'LAKE CITY, ON THE SOUTH SIDE OF MILL CREEK CANYON AND ON THE
 LO0845'NORTH SIDE OF BIG COTTONWOOD CREEK CANYON.  THE PROPERTY IS
 LO0845'OWNED BY THE UNITED STATES FOREST SERVICE, 3070 EAST 33RD SOUTH,
 LO0845'SALT LAKE CITY, PHONE NUMBER 524-5042.
 LO0845'
 LO0845'THE STATION WAS REACHED BY HELICOPTER.  THE CLOSEST PLACE TO
 LO0845'LAND IS ON A SMALL SADDLE ON THE NORTHWEST ARM OF A HOGBACK
 LO0845'RIDGE.  ABOUT A TWENTY MINUTE PACK.
 LO0845'
 LO0845'THE STATION MARK IS A STANDARD DISK STAMPED SMELTZER 1973,
 LO0845'CEMENTED IN A DRILL HOLE IN OUTCROPING BEDROCK.  IT IS 4 FEET
 LO0845'SOUTHWEST OF THE HIGHEST POINT OF THE RIDGE AND ABOUT 3 FEET
 LO0845'LOWER THAN THE HIGHEST POINT.
 LO0845'
 LO0845'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SMELTZER NO 1 1973,
 LO0845'CEMENTED IN A DRILL HOLE IN OUTCROPING BEDROCK.  IT IS ON THE
 LO0845'HOGBACK LEADING TO THE SOUTH AND ABOUT 3 FEET LOWER THAN THE
 LO0845'STATION.
 LO0845'
 LO0845'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SMELTZER NO 2 1973,
 LO0845'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER.  IT IS ON THE WEST
 LO0845'SLOPE OF THE RIDGE AND ABOUT 5 FEET LOWER THAN THE STATION.
 LO0845'
 LO0845'NO SUITABLE PLACE TO SET A REFERENCE MARK 3.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0351 ***********************************************************************
 LN0351  DESIGNATION -  SMITH
 LN0351  PID         -  LN0351
 LN0351  STATE/COUNTY-  UT/DAGGETT
 LN0351  COUNTRY     -  US
 LN0351  USGS QUAD   -  MANILA (2017)
 LN0351
 LN0351                         *CURRENT SURVEY CONTROL
 LN0351  ______________________________________________________________________
 LN0351* NAD 83(1994) POSITION- 40 59 34.41082(N) 109 38 52.16476(W)   ADJUSTED
 LN0351* NAVD 88 ORTHO HEIGHT -  1843.510 (meters)     6048.25  (feet) ADJUSTED
 LN0351  ______________________________________________________________________
 LN0351  GEOID HEIGHT    -        -14.256 (meters)                     GEOID18
 LN0351  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 LN0351  DYNAMIC HEIGHT  -       1841.866 (meters)     6042.86  (feet) COMP
 LN0351  MODELED GRAVITY -    979,667.0   (mgal)                       NAVD 88
 LN0351
 LN0351  HORZ ORDER      -  FIRST
 LN0351  VERT ORDER      -  SECOND    CLASS 0
 LN0351
 LN0351.The horizontal coordinates were established by classical geodetic methods
 LN0351.and adjusted by the National Geodetic Survey in November 1997.
 LN0351
 LN0351.The orthometric height was determined by differential leveling and
 LN0351.adjusted by the NATIONAL GEODETIC SURVEY
 LN0351.in June 1991.
 LN0351
 LN0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0351.GEOID18 height accuracy estimate available here.
 LN0351
 LN0351.Click photographs - Photos may exist for this station.
 LN0351
 LN0351.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0351
 LN0351.The dynamic height is computed by dividing the NAVD 88
 LN0351.geopotential number by the normal gravity value computed on the
 LN0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0351.degrees latitude (g = 980.6199 gals.).
 LN0351
 LN0351.The modeled gravity was interpolated from observed gravity values.
 LN0351
 LN0351. The following values were computed from the NAD 83(1994) position.
 LN0351
 LN0351;                    North         East     Units Scale Factor Converg.
 LN0351;SPC UT N     - 1,074,904.160   655,832.993   MT  0.99996691   +1 13 16.5
 LN0351;SPC UT N     - 3,526,581.40  2,151,678.74   sFT  0.99996691   +1 13 16.5
 LN0351;SPC WYWC     -    55,120.002   524,457.619   MT  1.00000771   -0 35 20.3
 LN0351;SPC WYWC     -   180,839.54  1,720,658.04   sFT  1.00000771   -0 35 20.3
 LN0351;UTM  12      - 4,538,848.425   613,733.821   MT  0.99975921   +0 53 13.5
 LN0351
 LN0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0351!SPC UT N     -   0.99971315  x   0.99996691  =   0.99968006
 LN0351!SPC WYWC     -   0.99971315  x   1.00000771  =   0.99972085
 LN0351!UTM  12      -   0.99971315  x   0.99975921  =   0.99947242
 LN0351
 LN0351:                Primary Azimuth Mark                     Grid Az
 LN0351:SPC UT N     -  SMITH AZ MK                              185 18 40.4
 LN0351:SPC WYWC     -  SMITH AZ MK                              187 07 17.2
 LN0351:UTM  12      -  SMITH AZ MK                              185 38 43.4
 LN0351
 LN0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL1373338848(NAD 83)
 LN0351
 LN0351|---------------------------------------------------------------------|
 LN0351| PID    Reference Object                     Distance      Geod. Az  |
 LN0351|                                                           dddmmss.s |
 LN0351| LN0349 SMITH RM 1                           12.726 METERS 10253     |
 LN0351| LN0350 SMITH RM 2                           10.590 METERS 17656     |
 LN0351| CP5800 SMITH AZ MK                                        1863156.9 |
 LN0351|---------------------------------------------------------------------|
 LN0351
 LN0351                          SUPERSEDED SURVEY CONTROL
 LN0351
 LN0351  NAD 83(1993)-  40 59 34.41090(N)    109 38 52.16430(W) AD(       ) 1
 LN0351  NAD 83(1986)-  40 59 34.39063(N)    109 38 52.15503(W) AD(       ) 1
 LN0351  NAD 27      -  40 59 34.54000(N)    109 38 49.61400(W) AD(       ) 1
 LN0351  NGVD 29 (??/??/92) 1842.250  (m)         6044.12   (f) ADJ UNCH    2 0
 LN0351  NGVD 29            1842.29   (m)         6044.2    (f) LEVELING    3  
 LN0351
 LN0351.Superseded values are not recommended for survey control.
 LN0351
 LN0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0351.See file dsdata.pdf to determine how the superseded data were derived.
 LN0351
 LN0351_MARKER: DS = TRIANGULATION STATION DISK
 LN0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0351_STAMPING: SMITH 1947
 LN0351_MARK LOGO: CGS
 LN0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0351+STABILITY: SURFACE MOTION
 LN0351
 LN0351  HISTORY     - Date     Condition        Report By
 LN0351  HISTORY     - 1947     MONUMENTED       CGS
 LN0351  HISTORY     - 1961     GOOD             USGS
 LN0351  HISTORY     - 1962     GOOD             CGS
 LN0351  HISTORY     - 1962     GOOD             CGS
 LN0351  HISTORY     - 1984     GOOD             NGS
 LN0351
 LN0351                          STATION DESCRIPTION
 LN0351
 LN0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LN0351'THE STATION IS LOCATED ON STATE HIGHWAY 43, ON TOP OF BENCH
 LN0351'JUST AFTER CLIMBING THE DUGWAY OUT OF LINWOOD, AT INTERSECTION
 LN0351'OF A T-ROAD SOUTH, ABOUT 0.3 MILE WEST OF STORE AND POST OFFICE
 LN0351'AT LINWOOD, IN THE SOUTHWEST CORNER OF INTERSECTION.  ABOUT
 LN0351'55 FEET SOUTH-SOUTHWEST OF AND APPROXIMATELY 10 FEET HIGHER
 LN0351'THAN INTERSECTION POINT, 25 FEET SOUTH OF FENCE CORNER, 20 FEET
 LN0351'WEST OF AND APPROXIMATELY 5 FEET HIGHER THAN CENTER LINE OF
 LN0351'ROAD SOUTH, 3 FEET WEST OF FENCE LINE, PROJECTS 4 INCHES AND
 LN0351'IS STAMPED SMITH 1947.
 LN0351'
 LN0351'REFERENCE MARK NO. 1 IS IN THE SOUTHEAST CORNER OF INTERSECTION,
 LN0351'18 FEET SOUTH OF FENCE CORNER, 18 FEET EAST OF AND APPROXIMATELY
 LN0351'5 FEET HIGHER THAN CENTER LINE OF ROAD SOUTH, SET IN FENCE LINE
 LN0351'PROJECTS 3 INCHES AND IS STAMPED SMITH NO 1 1947.
 LN0351'
 LN0351'REFERENCE MARK NO. 2 IS IN THE SOUTHWEST CORNER OF INTERSECTION,
 LN0351'15 FEET WEST OF AND APPROXIMATELY 3 FEET HIGHER THAN CENTER LINE
 LN0351'OF ROAD SOUTH, 1 FOOT WEST OF FENCE LINE, PROJECTS 2 INCHES AND
 LN0351'IS STAMPED SMITH NO 2 1947.
 LN0351'
 LN0351'THE AZIMUTH MARK IS REACHED FROM THE STATION BY GOING SOUTH
 LN0351'FOR 0.6 MILE TO A T ROAD RUNNING EAST AND WEST.  TURN RIGHT
 LN0351'(W) AND GO 0.05 MILE TO TOP OF SMALL RIDGE AND AZIMUTH MARK ON
 LN0351'RIGHT, 33 FEET NORTH OF CENTER LINE OF ROAD, 20 FEET SOUTH
 LN0351'OF THE NORTH BRIM OF RIDGE, 2 FEET SOUTH OF FENCE LINE, PROJECTS
 LN0351'3 INCHES AND IS STAMPED SMITH 1947.
 LN0351'
 LN0351'TO REACH FROM THE STORE AND POST OFFICE AT LINWOOD.  GO WEST
 LN0351'ON STATE HIGHWAY 43 FOR 0.3 MILE TO INTERSECTION OF A ROAD
 LN0351'SOUTH AND STATION SITE AS DESCRIBED ABOVE.
 LN0351
 LN0351                          STATION RECOVERY (1961)
 LN0351
 LN0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LN0351'ALL MARKS IN GOOD CONDITION.
 LN0351
 LN0351                          STATION RECOVERY (1962)
 LN0351
 LN0351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CS)
 LN0351'STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 LN0351'LOCATED 0.15 MILE W ALONG STATE HIGHWAY 43 FROM THE POST OFFICE
 LN0351'IN LINWOOD, AT THE JUNCTION OF DIRT ROAD SOUTH, AT THE CROSSING
 LN0351'OF A POWER LINE.  STATION MARK IS 64 FEET S OF THE CENTER LINE
 LN0351'OF THE HIGHWAY, 23 FEET W OF THE CENTER LINE OF THE ROAD, 25
 LN0351'FEET S OF A FENCE CORNER, 11 FEET S OF A GUY POLE, 3.6 FEET
 LN0351'W OF A FENCE CORNER, 0.9 FEET E OF A WITNESS POST, AND ABOUT
 LN0351'12 FEET HIGHER THAN THE HIGHWAY.  MARK IS A STANDARD
 LN0351'TRIANGULATION DISK, STAMPED SMITH 1947, SET IN TOP OF A CONCRETE
 LN0351'POST AND PROJECTING 0.3 FOOT ABOVE GROUND.
 LN0351'
 LN0351'R.M. 1 IS 41.95 FEET ESE OF THE STATION, 80 FEET S OF THE CENTER
 LN0351'LINE OF HIGHWAY, 19 FEET E OF THE CENTER LINE OF THE ROAD,
 LN0351'18 FEET S OF A FENCE CORNER, 0.2 FOOT W OF A FENCE AND ABOUT
 LN0351'3-1/2 FEET HIGHER THAN THE ROAD.  MARK IS A STANDARD REFERENCE
 LN0351'MARK DISK STAMPED SMITH NO 1 1947 SET IN TOP OF A CONCRETE
 LN0351'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 LN0351'
 LN0351'R.M. 2 IS 34.90 FEET S OF THE STATION, 99 FEET S OF THE CENTER
 LN0351'LINE OF HIGHWAY, 21 FEET W OF THE CENTER LINE OF ROAD, 46.55
 LN0351'FEET WSW OF AND ACROSS THE ROAD FROM R.M. 1, 1.2 FEET W OF A
 LN0351'FENCE, AND ABOUT 3 FEET HIGHER THAN THE ROAD.  MARK IS A STANDARD
 LN0351'REFERENCE MARK DISK SET IN TOP OF A CONCRETE POST STAMPED
 LN0351'SMITH NO 2 1947 AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LN0351
 LN0351                          STATION RECOVERY (1962)
 LN0351
 LN0351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LN0351'0.15 MI W FROM LINWOOD.
 LN0351'0.15 MILE WEST ALONG STATE HIGHWAY 43 FROM THE POST OFFICE AT LINWOOD,
 LN0351'AT THE JUNCTION OF A DIRT ROAD SOUTH, AT THE CROSSING OF A POWER LINE,
 LN0351'64 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 23 FEET WEST OF THE
 LN0351'CENTER LINE OF THE ROAD, 41.95 FEET WEST-NORTHWEST OF R.M. 1, 25 FEET
 LN0351'SOUTH OF A FENCE CORNER, 11 FEET SOUTH OF A GUY POLE, 3.6 FEET WEST OF
 LN0351'A FENCE CORNER, 0.9 FOOT EAST OF A WITNESS POST, ABOUT 12 FEET HIGHER
 LN0351'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 LN0351'FOOT ABOVE THE GROUND.
 LN0351
 LN0351                          STATION RECOVERY (1984)
 LN0351
 LN0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0351'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.5 KM
 LN0351'(1.55 MI) NORTHEASTERLY ALONG STATE HIGHWAY 43 FROM ITS JUNCTION WITH
 LN0351'STATE HIGHWAY 44 IN MANILA, THENCE 4.0 KM (2.5 MI) EASTERLY ALONG A
 LN0351'PAVED ROAD, AT THE END OF THE PAVED ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0353 ***********************************************************************
 LP0353  DESIGNATION -  SMITH
 LP0353  PID         -  LP0353
 LP0353  STATE/COUNTY-  UT/SALT LAKE
 LP0353  COUNTRY     -  US
 LP0353  USGS QUAD   -  ANTELOPE ISLAND SOUTH (2017)
 LP0353
 LP0353                         *CURRENT SURVEY CONTROL
 LP0353  ______________________________________________________________________
 LP0353* NAD 83(1994) POSITION- 40 46 15.39528(N) 112 09 01.61802(W)   ADJUSTED
 LP0353* NAVD 88 ORTHO HEIGHT -  1285.0   (meters)     4216.    (feet) VERTCON3
 LP0353  ______________________________________________________________________
 LP0353  GEOID HEIGHT    -        -17.238 (meters)                     GEOID18
 LP0353  LAPLACE CORR    -          2.36  (seconds)                    DEFLEC18
 LP0353  HORZ ORDER      -  FIRST
 LP0353
 LP0353.The horizontal coordinates were established by classical geodetic methods
 LP0353.and adjusted by the National Geodetic Survey in November 1997.
 LP0353
 LP0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0353
 LP0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0353.GEOID18 height accuracy estimate available here.
 LP0353
 LP0353.Click photographs - Photos may exist for this station.
 LP0353
 LP0353.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0353
 LP0353. The following values were computed from the NAD 83(1994) position.
 LP0353
 LP0353;                    North         East     Units Scale Factor Converg.
 LP0353;SPC UT C     - 2,270,834.063   445,084.006   MT  1.00003234   -0 24 60.0
 LP0353;SPC UT C     - 7,450,228.09  1,460,246.44   sFT  1.00003234   -0 24 60.0
 LP0353;UTM  12      - 4,513,966.670   402,910.285   MT  0.99971602   -0 45 04.8
 LP0353
 LP0353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0353!SPC UT C     -   0.99980117  x   1.00003234  =   0.99983350
 LP0353!UTM  12      -   0.99980117  x   0.99971602  =   0.99951724
 LP0353
 LP0353:                Primary Azimuth Mark                     Grid Az
 LP0353:SPC UT C     -  1N3W 3410                                275 42 30.1
 LP0353:UTM  12      -  1N3W 3410                                276 02 34.9
 LP0353
 LP0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0291013966(NAD 83)
 LP0353
 LP0353|---------------------------------------------------------------------|
 LP0353| PID    Reference Object                     Distance      Geod. Az  |
 LP0353|                                                           dddmmss.s |
 LP0353| LP0338 SALTAIR RADIO STA KSL TALL MST      APPROX. 4.6 KM 0771215.2 |
 LP0353| CM6022 SMITH RM 2                           11.083 METERS 11333     |
 LP0353| LP0370 MAGNA HERCULES INC E TANK           APPROX.15.5 KM 1465622.2 |
 LP0353| LP0378 MAGNA HERCULES INC W TANK           APPROX.14.0 KM 1520433.4 |
 LP0353| LP0384 MAGNA UTAH PWR PLANT 4 N STK        APPROX. 7.0 KM 1593231.6 |
 LP0353| LP0354 1N3W 3410                           APPROX. 1.5 KM 2751730.1 |
 LP0353| CM6021 SMITH RM 1                            7.118 METERS 35953     |
 LP0353|---------------------------------------------------------------------|
 LP0353
 LP0353                          SUPERSEDED SURVEY CONTROL
 LP0353
 LP0353  NAD 83(1993)-  40 46 15.39246(N)    112 09 01.61765(W) AD(       ) 1
 LP0353  NAD 83(1986)-  40 46 15.38520(N)    112 09 01.60940(W) AD(       ) 1
 LP0353  NAD 27      -  40 46 15.58462(N)    112 08 58.81109(W) AD(       ) 1
 LP0353  NGVD 29 (07/19/86) 1284.1    (m)         4213.     (f) VERT ANG       
 LP0353
 LP0353.Superseded values are not recommended for survey control.
 LP0353
 LP0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0353.See file dsdata.pdf to determine how the superseded data were derived.
 LP0353
 LP0353_MARKER: DH = HORIZONTAL CONTROL DISK
 LP0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0353_STAMPING: SMITH 1973
 LP0353_MARK LOGO: NGS
 LP0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0353+STABILITY: SURFACE MOTION
 LP0353
 LP0353  HISTORY     - Date     Condition        Report By
 LP0353  HISTORY     - 1973     MONUMENTED       NGS
 LP0353  HISTORY     - 1974     GOOD             NGS
 LP0353
 LP0353                          STATION DESCRIPTION
 LP0353
 LP0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LP0353'THE STATION IS LOCATED ABOUT 10 MILES WEST OF SALT LAKE CITY,
 LP0353'5 MILES NORTH-NORTHWEST OF MAGNA AND ON HIGHWAY RIGHT-OF-WAY OF
 LP0353'U.S. HIGHWAY 40, (ON THE NORTH SIDE OF THE ROAD AT A CURVE TO
 LP0353'THE LEFT).  PERMISSION CAN BE OBTAINED FROM THE UTAH STATE
 LP0353'HIGHWAY DEPARTMENT, MR. J. Q. ADAIR, PHONE NUMBER 328-6251.
 LP0353'
 LP0353'TO REACH THE STATION FROM THE POST OFFICE IN SALTAIR GO WEST ON
 LP0353'U.S. HIGHWAY 40 FOR 2.6 MILES TO THE STATION ON THE RIGHT AT A
 LP0353'POINT WHERE THE HIGHWAY CURVES LEFT.  TO REACH THE SALT LAKE
 LP0353'COUNTY TRIANGULATION STATION USED AS AN AZIMUTH MARK, CONTINUE
 LP0353'WESTERLY ON U.S. HIGHWAY 40 FOR 0.5 MILE TO A SIDE ROAD
 LP0353'RIGHT.  TURN RIGHT AND GO NORTHWESTERLY ON THE SURFACED ROAD
 LP0353'FOR 0.8 MILE TO THE MARK ON THE RIGHT.
 LP0353'
 LP0353'THE STATION MARKS ARE STANDARD DISKS STAMPED SMITH 1973, THE
 LP0353'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 LP0353'IS 12-INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE
 LP0353'GROUND SURFACE.  IT IS ABOUT 350 TO 400 FEET SOUTH OF THE
 LP0353'SHORE OF THE GREAT SALT LAKE, 73 FEET NORTH OF THE CENTER OF
 LP0353'THE WEST BOUND LANE OF U.S. HIGHWAY 40 AND 6.5 FEET NORTHWEST
 LP0353'OF A METAL WITNESS POST.  THE UNDERGROUND DISK WAS SET ABOUT
 LP0353'42 INCHES BELOW THE GROUND SURFACE.
 LP0353'
 LP0353'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SMITH NO 1 1973,
 LP0353'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES
 LP0353'IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT
 LP0353'IS ABOUT 350 FEET SOUTH OF THE SHORE OF THE GREAT SALT LAKE,
 LP0353'96 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE OF
 LP0353'U.S. HIGHWAY 40 AND 28 FEET NORTH OF A METAL WITNESS POST.
 LP0353'ABOUT THE SAME ELEVATION AS THE STATION.
 LP0353'
 LP0353'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SMITH NO 2 1973,
 LP0353'SET IN THE TOP OF A 6 INCH ORANGEBURG SOIL PIPE THAT PROJECTS
 LP0353'1 FOOT ABOVE THE GROUND SURFACE.  IT IS 49 FEET NORTH OF THE
 LP0353'CENTER OF THE NORTH BOUND LANE OF U.S. HIGHWAY 40 AND 29.5 FEET
 LP0353'SOUTHEAST OF THE METAL WITNESS POST.  ABOUT THE SAME ELEVATION
 LP0353'AS THE STATION.
 LP0353'
 LP0353'THE MARK IS A SALT LAKE COUNTY DISK STAMPED 1N 3W 3410 1974,
 LP0353'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 8-INCHES
 LP0353'IN DIAMETER AND FLUSH WITH THE GROUND SURFACE.  IT IS 31 FEET
 LP0353'NORTH OF THE CENTER OF THE SURFACED ROAD AND 7 FEET NORTH OF
 LP0353'THE CENTER OF THE RAILROAD TRACK.  THIS MARK CAN BE USED AS
 LP0353'AN AZIMUTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0738 ***********************************************************************
 MR0738  DESIGNATION -  SMITH
 MR0738  PID         -  MR0738
 MR0738  STATE/COUNTY-  UT/CACHE
 MR0738  COUNTRY     -  US
 MR0738  USGS QUAD   -  SMITHFIELD (2017)
 MR0738
 MR0738                         *CURRENT SURVEY CONTROL
 MR0738  ______________________________________________________________________
 MR0738* NAD 83(1994) POSITION- 41 50 19.07678(N) 111 50 41.05548(W)   ADJUSTED
 MR0738* NAVD 88 ORTHO HEIGHT -  1386.7   (meters)     4550.    (feet) VERTCON3
 MR0738  ______________________________________________________________________
 MR0738  GEOID HEIGHT    -        -15.267 (meters)                     GEOID18
 MR0738  LAPLACE CORR    -          7.78  (seconds)                    DEFLEC18
 MR0738  HORZ ORDER      -  THIRD
 MR0738
 MR0738.The horizontal coordinates were established by classical geodetic methods
 MR0738.and adjusted by the National Geodetic Survey in November 1997.
 MR0738
 MR0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0738
 MR0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0738.GEOID18 height accuracy estimate available here.
 MR0738
 MR0738.Click photographs - Photos may exist for this station.
 MR0738
 MR0738.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0738
 MR0738. The following values were computed from the NAD 83(1994) position.
 MR0738
 MR0738;                    North         East     Units Scale Factor Converg.
 MR0738;SPC UT N     - 1,167,226.914   471,365.982   MT  1.00000944   -0 13 38.3
 MR0738;SPC UT N     - 3,829,476.97  1,546,473.23   sFT  1.00000944   -0 13 38.3
 MR0738;UTM  12      - 4,632,204.908   429,864.082   MT  0.99966053   -0 33 48.6
 MR0738
 MR0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0738!SPC UT N     -   0.99978495  x   1.00000944  =   0.99979439
 MR0738!UTM  12      -   0.99978495  x   0.99966053  =   0.99944555
 MR0738
 MR0738:                Primary Azimuth Mark                     Grid Az
 MR0738:SPC UT N     -  SMITH AZ MK                              271 42 03.9
 MR0738:UTM  12      -  SMITH AZ MK                              272 02 14.2
 MR0738
 MR0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2986432204(NAD 83)
 MR0738
 MR0738|---------------------------------------------------------------------|
 MR0738| PID    Reference Object                     Distance      Geod. Az  |
 MR0738|                                                           dddmmss.s |
 MR0738| CM6019 SMITH RM 1                           11.053 METERS 25805     |
 MR0738| CM6018 SMITH AZ MK                                        2712825.6 |
 MR0738| CM6020 SMITH RM 2                           18.740 METERS 34658     |
 MR0738|---------------------------------------------------------------------|
 MR0738
 MR0738                          SUPERSEDED SURVEY CONTROL
 MR0738
 MR0738  NAD 83(1993)-  41 50 19.07482(N)    111 50 41.05060(W) AD(       ) 3
 MR0738  NAD 83(1986)-  41 50 19.06744(N)    111 50 41.04048(W) AD(       ) 3
 MR0738  NAD 27      -  41 50 19.32360(N)    111 50 38.23600(W) AD(       ) 3
 MR0738  NGVD 29 (07/19/86) 1385.6    (m)         4546.     (f) VERT ANG       
 MR0738
 MR0738.Superseded values are not recommended for survey control.
 MR0738
 MR0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0738.See file dsdata.pdf to determine how the superseded data were derived.
 MR0738
 MR0738_MARKER: DS = TRIANGULATION STATION DISK
 MR0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0738_STAMPING: SMITH 1963
 MR0738_MARK LOGO: CGS
 MR0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0738+STABILITY: SURFACE MOTION
 MR0738
 MR0738  HISTORY     - Date     Condition        Report By
 MR0738  HISTORY     - 1963     MONUMENTED       CGS
 MR0738  HISTORY     - 1977     POOR             NGS
 MR0738
 MR0738                          STATION DESCRIPTION
 MR0738
 MR0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MR0738'THE STATION IS ABOUT 7 MILES NORTH OF LOGAN, 0.6 MILE WEST OF
 MR0738'SMITHFIELD, 0.1 MILE WEST OF THE UNION PACIFIC RAILROAD TRACKS
 MR0738'AND ON THE SOUTH RIGHT-OF-WAY OF COUNTY ROAD NO. 218.
 MR0738'
 MR0738'TO REACH THE STATION FROM THE U.S. POST OFFICE IN SMITHFIELD,
 MR0738'GO WEST ON COUNTY ROAD NO. 218 FOR 0.5 MILE TO A RAILROAD
 MR0738'CROSSING.  CONTINUE AHEAD, WEST, FOR 0.1 MILE TO THE STATION
 MR0738'ON THE LEFT.  CONTINUE AHEAD FOR 0.3 MILE TO THE AZIMUTH MARK
 MR0738'ON THE RIGHT.
 MR0738'
 MR0738'THE STATION MARK IS A STANDARD DISK, STAMPED SMITH 1963, SET
 MR0738'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.
 MR0738'IT IS 37.6 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD NO. 218,
 MR0738'104 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A WHITE HOUSE,
 MR0738'8.3 FEET NORTH OF A FENCE AND 4 FEET EAST OF A METAL WITNESS
 MR0738'POST.
 MR0738'
 MR0738'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SMITH NO 1 1963, SET
 MR0738'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 MR0738'GROUND.  IT IS 45 FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD,
 MR0738'11 FEET WEST OF A T-FENCE CORNER, 0.7 FEET NORTH OF A FENCE AND
 MR0738'ABOUT THE SAME ELEVATION AS THE STATION.
 MR0738'
 MR0738'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SMITH NO 2 1963, SET
 MR0738'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 MR0738'IT IS 22 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 12 FEET
 MR0738'WEST OF THE CENTERLINE OF A DRIVEWAY AND ABOUT THE SAME ELEVATION
 MR0738'AS THE STATION.
 MR0738'
 MR0738'AZIMUTH MARK IS A STANDARD DISK, STAMPED SMITH 1963, SET IN THE
 MR0738'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 MR0738'IT IS 29 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD NO. 218,
 MR0738'46 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK
 MR0738'HOUSE WHICH IS THE JESSE HARRIS RESIDENCE, 11 FEET WEST OF THE
 MR0738'CENTERLINE OF A DRIVEWAY, 7.7 FEET SOUTHEAST OF A FENCE CORNER
 MR0738'POST AND 7 FEET SOUTHEAST OF A METAL WITNESS POST.
 MR0738
 MR0738                          STATION RECOVERY (1977)
 MR0738
 MR0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TGR)
 MR0738'STATION, RM 1, RM 2 RECOVERED AS DESCRIBED.
 MR0738'
 MR0738'AZI MK DESTROYED BY EXCAVATION FOR NEW DRIVEWAY.
 MR0738'
 MR0738'STATION MARK IS LEANING TO THE NORTH AND APPEARS TO BE UNDERCUT
 MR0738'BY NEARBY DRAINAGE DITCH.
 MR0738'
 MR0738'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MR0738'7 MI NO OF LOGAN, 0.6 MI W OF SMITHFIELD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0349 ***********************************************************************
 LN0349  DESIGNATION -  SMITH RM 1
 LN0349  PID         -  LN0349
 LN0349  STATE/COUNTY-  UT/DAGGETT
 LN0349  COUNTRY     -  US
 LN0349  USGS QUAD   -  MANILA (2017)
 LN0349
 LN0349                         *CURRENT SURVEY CONTROL
 LN0349  ______________________________________________________________________
 LN0349* NAD 83(1986) POSITION- 40 59 34.32   (N) 109 38 51.63   (W)   HD_HELD1
 LN0349* NAVD 88 ORTHO HEIGHT -  1843.430 (meters)     6047.99  (feet) ADJUSTED
 LN0349  ______________________________________________________________________
 LN0349  GEOID HEIGHT    -        -14.256 (meters)                     GEOID18
 LN0349  DYNAMIC HEIGHT  -       1841.786 (meters)     6042.59  (feet) COMP
 LN0349  MODELED GRAVITY -    979,666.9   (mgal)                       NAVD 88
 LN0349
 LN0349  VERT ORDER      -  SECOND    CLASS 0
 LN0349
 LN0349.The horizontal coordinates were determined by differentially corrected
 LN0349.hand held GPS observations or other comparable positioning techniques
 LN0349.and have an estimated accuracy of +/- 3 meters.
 LN0349
 LN0349.The orthometric height was determined by differential leveling and
 LN0349.adjusted by the NATIONAL GEODETIC SURVEY
 LN0349.in June 1991.
 LN0349
 LN0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0349.GEOID18 height accuracy estimate available here.
 LN0349
 LN0349.Click photographs - Photos may exist for this station.
 LN0349
 LN0349.The dynamic height is computed by dividing the NAVD 88
 LN0349.geopotential number by the normal gravity value computed on the
 LN0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0349.degrees latitude (g = 980.6199 gals.).
 LN0349
 LN0349.The modeled gravity was interpolated from observed gravity values.
 LN0349
 LN0349;                    North         East    Units  Estimated Accuracy
 LN0349;SPC UT N     - 1,074,901.6     655,845.5     MT  (+/- 3 meters HH1 GPS) 
 LN0349
 LN0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL1374638845(NAD 83)
 LN0349
 LN0349                          SUPERSEDED SURVEY CONTROL
 LN0349
 LN0349  NGVD 29 (??/??/92) 1842.170  (m)         6043.85   (f) ADJ UNCH    2 0
 LN0349
 LN0349.Superseded values are not recommended for survey control.
 LN0349
 LN0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0349.See file dsdata.pdf to determine how the superseded data were derived.
 LN0349
 LN0349_MARKER: DR = REFERENCE MARK DISK
 LN0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0349_STAMPING: SMITH NO 1 1947
 LN0349_MARK LOGO: CGS
 LN0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0349+STABILITY: SURFACE MOTION
 LN0349
 LN0349  HISTORY     - Date     Condition        Report By
 LN0349  HISTORY     - 1947     MONUMENTED       CGS
 LN0349  HISTORY     - 1962     GOOD             CGS
 LN0349  HISTORY     - 1984     GOOD             NGS
 LN0349
 LN0349                          STATION DESCRIPTION
 LN0349
 LN0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0349'0.15 MI W FROM LINWOOD.
 LN0349'0.15 MILE WEST ALONG STATE HIGHWAY 43 FROM THE POST OFFICE AT LINWOOD,
 LN0349'AT THE JUNCTION OF A DIRT ROAD SOUTH, AT THE CROSSING OF A POWER LINE,
 LN0349'41.95 FEET EAST-SOUTHEAST OF THE STATION, 80 FEET SOUTH OF THE CENTER
 LN0349'LINE OF THE HIGHWAY, 19 FEET EAST OF THE CENTER LINE OF THE ROAD, 18
 LN0349'FEET SOUTH OF A FENCE CORNER, 0.2 FOOT WEST OF A FENCE, ABOUT 3 1/2
 LN0349'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LN0349'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LN0349
 LN0349                          STATION RECOVERY (1984)
 LN0349
 LN0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0349'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.5 KM
 LN0349'(1.55 MI) NORTHEASTERLY ALONG STATE HIGHWAY 43 FROM ITS JUNCTION WITH
 LN0349'STATE HIGHWAY 44 IN MANILA, THENCE 4.0 KM (2.5 MI) EASTERLY ALONG A
 LN0349'PAVED ROAD, AND THE END OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0350 ***********************************************************************
 LN0350  DESIGNATION -  SMITH RM 2
 LN0350  PID         -  LN0350
 LN0350  STATE/COUNTY-  UT/DAGGETT
 LN0350  COUNTRY     -  US
 LN0350  USGS QUAD   -  MANILA (2017)
 LN0350
 LN0350                         *CURRENT SURVEY CONTROL
 LN0350  ______________________________________________________________________
 LN0350* NAD 83(1986) POSITION- 40 59 34.07   (N) 109 38 52.14   (W)   HD_HELD1
 LN0350* NAVD 88 ORTHO HEIGHT -  1843.641 (meters)     6048.68  (feet) ADJUSTED
 LN0350  ______________________________________________________________________
 LN0350  GEOID HEIGHT    -        -14.255 (meters)                     GEOID18
 LN0350  DYNAMIC HEIGHT  -       1841.996 (meters)     6043.28  (feet) COMP
 LN0350  MODELED GRAVITY -    979,667.0   (mgal)                       NAVD 88
 LN0350
 LN0350  VERT ORDER      -  SECOND    CLASS 0
 LN0350
 LN0350.The horizontal coordinates were determined by differentially corrected
 LN0350.hand held GPS observations or other comparable positioning techniques
 LN0350.and have an estimated accuracy of +/- 3 meters.
 LN0350
 LN0350.The orthometric height was determined by differential leveling and
 LN0350.adjusted by the NATIONAL GEODETIC SURVEY
 LN0350.in June 1991.
 LN0350
 LN0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0350.GEOID18 height accuracy estimate available here.
 LN0350
 LN0350.Click photographs - Photos may exist for this station.
 LN0350
 LN0350.The dynamic height is computed by dividing the NAVD 88
 LN0350.geopotential number by the normal gravity value computed on the
 LN0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0350.degrees latitude (g = 980.6199 gals.).
 LN0350
 LN0350.The modeled gravity was interpolated from observed gravity values.
 LN0350
 LN0350;                    North         East    Units  Estimated Accuracy
 LN0350;SPC UT N     - 1,074,893.7     655,833.8     MT  (+/- 3 meters HH1 GPS) 
 LN0350
 LN0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL1373438837(NAD 83)
 LN0350
 LN0350                          SUPERSEDED SURVEY CONTROL
 LN0350
 LN0350  NGVD 29 (??/??/92) 1842.381  (m)         6044.55   (f) ADJ UNCH    2 0
 LN0350
 LN0350.Superseded values are not recommended for survey control.
 LN0350
 LN0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0350.See file dsdata.pdf to determine how the superseded data were derived.
 LN0350
 LN0350_MARKER: DR = REFERENCE MARK DISK
 LN0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0350_STAMPING: SMITH NO 2 1947
 LN0350_MARK LOGO: CGS
 LN0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0350+STABILITY: SURFACE MOTION
 LN0350
 LN0350  HISTORY     - Date     Condition        Report By
 LN0350  HISTORY     - 1947     MONUMENTED       CGS
 LN0350  HISTORY     - 1962     GOOD             CGS
 LN0350  HISTORY     - 1984     GOOD             NGS
 LN0350
 LN0350                          STATION DESCRIPTION
 LN0350
 LN0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0350'0.15 MI W FROM LINWOOD.
 LN0350'0.15 MILE WEST ALONG STATE HIGHWAY 43 FROM THE POST OFFICE AT LINWOOD,
 LN0350'AT THE JUNCTION OF A DIRT ROAD SOUTH, AT THE CROSSING OF A POWER LINE,
 LN0350'99 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 21 FEET WEST OF THE
 LN0350'CENTER LINE OF THE ROAD, 46.55 FEET WEST-SOUTHWEST OF AND ACROSS THE
 LN0350'ROAD FROM R.M. 1, 34.90 FEET SOUTH OF THE STATION, 1.2 FEET WEST OF A
 LN0350'FENCE, ABOUT 3 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 LN0350'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LN0350
 LN0350                          STATION RECOVERY (1984)
 LN0350
 LN0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0350'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.5 KM
 LN0350'(1.55 MI) NORTHEASTERLY ALONG STATE HIGHWAY 43 FROM ITS JUNCTION WITH
 LN0350'STATE HIGHWAY 44 IN MANILA, THENCE 4.0 KM (2.5 MI) EASTERLY ALONG A
 LN0350'PAVED ROAD, AND THE END OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0774 ***********************************************************************
 HN0774  DESIGNATION -  SMOKY
 HN0774  PID         -  HN0774
 HN0774  STATE/COUNTY-  UT/KANE
 HN0774  COUNTRY     -  US
 HN0774  USGS QUAD   -  SMOKY HOLLOW (2017)
 HN0774
 HN0774                         *CURRENT SURVEY CONTROL
 HN0774  ______________________________________________________________________
 HN0774* NAD 83(1994) POSITION- 37 09 35.33280(N) 111 25 08.00463(W)   ADJUSTED
 HN0774* NAVD 88 ORTHO HEIGHT -  1779.9   (meters)     5840.    (feet) VERTCON3
 HN0774  ______________________________________________________________________
 HN0774  GEOID HEIGHT    -        -23.061 (meters)                     GEOID18
 HN0774  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 HN0774  HORZ ORDER      -  SECOND
 HN0774
 HN0774.The horizontal coordinates were established by classical geodetic methods
 HN0774.and adjusted by the National Geodetic Survey in November 1997.
 HN0774
 HN0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0774
 HN0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0774.GEOID18 height accuracy estimate available here.
 HN0774
 HN0774.Click photographs - Photos may exist for this station.
 HN0774
 HN0774.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0774
 HN0774. The following values were computed from the NAD 83(1994) position.
 HN0774
 HN0774;                    North         East     Units Scale Factor Converg.
 HN0774;SPC UT S     - 3,054,734.497   507,204.656   MT  1.00001023   +0 02 58.9
 HN0774;SPC UT S     -10,022,074.76  1,664,053.94   sFT  1.00001023   +0 02 58.9
 HN0774;UTM  12      - 4,112,683.496   462,806.859   MT  0.99961704   -0 15 10.9
 HN0774
 HN0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0774!SPC UT S     -   0.99972438  x   1.00001023  =   0.99973461
 HN0774!UTM  12      -   0.99972438  x   0.99961704  =   0.99934153
 HN0774
 HN0774:                Primary Azimuth Mark                     Grid Az
 HN0774:SPC UT S     -  SMOKY AZ MK                              331 13 04.5
 HN0774:UTM  12      -  SMOKY AZ MK                              331 31 14.3
 HN0774
 HN0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG6280612683(NAD 83)
 HN0774
 HN0774|---------------------------------------------------------------------|
 HN0774| PID    Reference Object                     Distance      Geod. Az  |
 HN0774|                                                           dddmmss.s |
 HN0774| CH3384 SMOKY RM 1                           10.129 METERS 08728     |
 HN0774| CH3385 SMOKY RM 2                           14.289 METERS 19317     |
 HN0774| CH3383 SMOKY AZ MK                                        3311603.4 |
 HN0774|---------------------------------------------------------------------|
 HN0774
 HN0774                          SUPERSEDED SURVEY CONTROL
 HN0774
 HN0774  NAD 83(1992)-  37 09 35.33088(N)    111 25 08.00527(W) AD(       ) 2
 HN0774  NAD 83(1986)-  37 09 35.32785(N)    111 25 08.00582(W) AD(       ) 2
 HN0774  NAD 27      -  37 09 35.36866(N)    111 25 05.43674(W) AD(       ) 2
 HN0774  NGVD 29 (07/19/86) 1778.9    (m)         5836.     (f) VERT ANG       
 HN0774
 HN0774.Superseded values are not recommended for survey control.
 HN0774
 HN0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0774.See file dsdata.pdf to determine how the superseded data were derived.
 HN0774
 HN0774_MARKER: DS = TRIANGULATION STATION DISK
 HN0774_SETTING: 66 = SET IN ROCK OUTCROP
 HN0774_STAMPING: SMOKY 1963
 HN0774_MARK LOGO: CGS
 HN0774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0774+STABILITY: POSITION/ELEVATION WELL
 HN0774
 HN0774  HISTORY     - Date     Condition        Report By
 HN0774  HISTORY     - 1963     MONUMENTED       CGS
 HN0774
 HN0774                          STATION DESCRIPTION
 HN0774
 HN0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0774'THE STATION IS LOCATED ABOUT 43-1/2 MILES SOUTH OF ESCALANTE,
 HN0774'UTAH, 29 MILES WEST OF THE JUNCTION OF THE SAN JUAN AND COLORADO
 HN0774'RIVERS, AND 17 MILES NORTH OF PAGE, ARIZONA ON THE SOUTHEAST END
 HN0774'OF A HIGH MESA PARTLY COVERED WITH SCRUB JUNIPER AND LOCALLY
 HN0774'KNOWN AS SMOKY MOUNTAIN.
 HN0774'
 HN0774'TO REACH THE STATION BY HELICOPTER FROM THE PAGE AIRPORT FLY
 HN0774'*NORTH TO THE MESA WHICH IS VISIBLE ABOUT 17 MILES DISTANT.  TO
 HN0774'REACH THE AZIMUTH MARK FROM THE STATION PACK NORTHWEST FOR 0.15
 HN0774'MILE ACROSS THE MESA TO A LARGE BOULDER AND THE MARK.
 HN0774'
 HN0774'THE STATION MARK IS A STANDARD DISK, STAMPED SMOKY 1963,
 HN0774'CEMENTED IN A DRILL HOLE IN THE CENTER OF A ROUND OUTCROP OF
 HN0774'BEDROCK 10.5 FEET IN DIAMETER AND PROJECTING ONE FOOT.  IT IS
 HN0774'32 FEET WEST OF THE SOUTHEAST EDGE OF THE MESA AND 17 FEET NORTH
 HN0774'OF A 5 FOOT CAIRN.  IT IS ON THE HIGHEST POINT OF GROUND ON THE
 HN0774'SOUTHEAST END OF THE MESA.  THERE MAY BE HIGHER GROUND TO THE
 HN0774'NORTH AND NORTHWEST BUT THIS IS 1-1/2 MILES DISTANT.
 HN0774'
 HN0774'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SMOKY NO 1 1963,
 HN0774'CEMENTED IN A DRILL HOLE IN A BOULDER 6 BY 8 FEET IN CROSS
 HN0774'SECTION AND PROJECTING ONE FOOT.  IT IS 42 FEET NORTHEAST OF
 HN0774'THE CAIRN AND 7 FEET WEST OF THE SOUTHEAST EDGE OF THE MESA.
 HN0774'
 HN0774'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SMOKY NO 2 1963,
 HN0774'CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK 3 BY 5 FEET
 HN0774'IN CROSS SECTION AND PROJECTING ONE FOOT ON THE SOUTHWEST SIDE
 HN0774'AND 4 INCHES ON THE NORTHEAST SIDE.  IT IS 31 FEET SOUTH OF THE
 HN0774'CAIRN AND 17 FEET WEST OF THE SOUTHEAST EDGE OF THE MESA.
 HN0774'
 HN0774'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SMOKY 1963,
 HN0774'CEMENTED IN A DRILL HOLE IN THE CENTER OF A LARGE CIRCULAR
 HN0774'BOULDER 16 FEET IN DIAMETER AND PROJECTING 5 FEET.  THE BOULDER
 HN0774'HAS BEEN UNDER CUT BY THE WIND AND APPEARS TO BALANCE ON A SMALL
 HN0774'AREA.  IT IS THE ONLY BOULDER OF THIS SIZE AND SHAPE IN THE
 HN0774'AREA.
 HN0774'
 HN0774'*NORTH ON A TRUE COURSE OF 8 DEGREES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0775 ***********************************************************************
 HN0775  DESIGNATION -  SMOKY
 HN0775  PID         -  HN0775
 HN0775  STATE/COUNTY-  UT/KANE
 HN0775  COUNTRY     -  US
 HN0775  USGS QUAD   -  SMOKY HOLLOW (2017)
 HN0775
 HN0775                         *CURRENT SURVEY CONTROL
 HN0775  ______________________________________________________________________
 HN0775* NAD 83(1994) POSITION- 37 10 45.97811(N) 111 26 22.08102(W)   ADJUSTED
 HN0775* NAVD 88 ORTHO HEIGHT -  1757.0   (meters)     5764.    (feet) VERTCON3
 HN0775  ______________________________________________________________________
 HN0775  GEOID HEIGHT    -        -22.975 (meters)                     GEOID18
 HN0775  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 HN0775  HORZ ORDER      -  THIRD
 HN0775
 HN0775.The horizontal coordinates were established by classical geodetic methods
 HN0775.and adjusted by the National Geodetic Survey in November 1997.
 HN0775
 HN0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0775
 HN0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0775.GEOID18 height accuracy estimate available here.
 HN0775
 HN0775.Click photographs - Photos may exist for this station.
 HN0775
 HN0775.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0775
 HN0775. The following values were computed from the NAD 83(1994) position.
 HN0775
 HN0775;                    North         East     Units Scale Factor Converg.
 HN0775;SPC UT S     - 3,056,910.985   505,375.495   MT  1.00000659   +0 02 13.5
 HN0775;SPC UT S     -10,029,215.46  1,658,052.77   sFT  1.00000659   +0 02 13.5
 HN0775;UTM  12      - 4,114,868.763   460,989.932   MT  0.99961875   -0 15 56.1
 HN0775
 HN0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0775!SPC UT S     -   0.99972796  x   1.00000659  =   0.99973455
 HN0775!UTM  12      -   0.99972796  x   0.99961875  =   0.99934681
 HN0775
 HN0775:                Primary Azimuth Mark                     Grid Az
 HN0775:SPC UT S     -  LAST=ET U 61                             122 50 57.1
 HN0775:UTM  12      -  LAST=ET U 61                             123 09 06.7
 HN0775
 HN0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG6098914868(NAD 83)
 HN0775
 HN0775|---------------------------------------------------------------------|
 HN0775| PID    Reference Object                     Distance      Geod. Az  |
 HN0775|                                                           dddmmss.s |
 HN0775| HN0742 LAST=ET U 61                        APPROX. 9.1 KM 1225310.6 |
 HN0775|---------------------------------------------------------------------|
 HN0775
 HN0775                          SUPERSEDED SURVEY CONTROL
 HN0775
 HN0775  NAD 83(1992)-  37 10 45.97664(N)    111 26 22.08159(W) AD(       ) 3
 HN0775  NAD 83(1986)-  37 10 45.97305(N)    111 26 22.08255(W) AD(       ) 3
 HN0775  NAD 27      -  37 10 46.01739(N)    111 26 19.50722(W) AD(       ) 3
 HN0775  NGVD 29 (07/19/86) 1756.0    (m)         5761.     (f) VERT ANG       
 HN0775
 HN0775.Superseded values are not recommended for survey control.
 HN0775
 HN0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0775.See file dsdata.pdf to determine how the superseded data were derived.
 HN0775
 HN0775_MARKER: DD = SURVEY DISK
 HN0775_SETTING: 66 = SET IN ROCK OUTCROP
 HN0775_STAMPING: SMOKY 1953
 HN0775_MARK LOGO: USGS
 HN0775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0775+STABILITY: POSITION/ELEVATION WELL
 HN0775
 HN0775  HISTORY     - Date     Condition        Report By
 HN0775  HISTORY     - 1953     MONUMENTED       USGS
 HN0775
 HN0775                          STATION DESCRIPTION
 HN0775
 HN0775'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0775'LOCATED ABOUT 44 MI. SE. OF TROPIC, 26 MI. E. OF PARIA, ON A SMALL
 HN0775'MESA ON A RIDGE CONNECTING TWO LARGE MESAS WHICH ARE ON THE DIVIDE
 HN0775'BETWEEN WARM CREEK AND LAST CHANCE CREEK, ON A SMALL ROCK OUTCROP ON
 HN0775'THE NW. EDGE OF THE MESA ABOUT 150 FT. SW. OF THE N. TIP OF THE MESA,
 HN0775'ON THE HIGHEST POINT.
 HN0775'
 HN0775'REACHED BY HELICOPTER.
 HN0775'
 HN0775'STATION MARK - STANDARD TABLET STAMPED ---SMOKY 1953--- CEMENTED IN
 HN0775'DRILL HOLE IN SOLID ROCK OUTCROP.
 HN0775'
 HN0775'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER, CEMENTED IN SOLID ROCK,
 HN0775'13.22 FT. FROM STATION MARK, S 70 DEG 11 MIN E.
 HN0775'
 HN0775'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER, CEMENTED IN SOLID ROCK,
 HN0775'19.42 FT. FROM STATION MARK, S 21 DEG 11 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0367 ***********************************************************************
 JN0367  DESIGNATION -  SMOOTH KNOLL
 JN0367  PID         -  JN0367
 JN0367  STATE/COUNTY-  UT/WAYNE
 JN0367  COUNTRY     -  US
 JN0367  USGS QUAD   -  SMOOTH KNOLL (2017)
 JN0367
 JN0367                         *CURRENT SURVEY CONTROL
 JN0367  ______________________________________________________________________
 JN0367* NAD 83(1994) POSITION- 38 10 18.87371(N) 111 40 39.46284(W)   ADJUSTED
 JN0367* NAVD 88 ORTHO HEIGHT -  2870.7   (meters)     9418.    (feet) VERTCON3
 JN0367  ______________________________________________________________________
 JN0367  GEOID HEIGHT    -        -17.769 (meters)                     GEOID18
 JN0367  LAPLACE CORR    -          1.62  (seconds)                    DEFLEC18
 JN0367  HORZ ORDER      -  SECOND
 JN0367
 JN0367.The horizontal coordinates were established by classical geodetic methods
 JN0367.and adjusted by the National Geodetic Survey in November 1997.
 JN0367
 JN0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0367
 JN0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0367.GEOID18 height accuracy estimate available here.
 JN0367
 JN0367.Click photographs - Photos may exist for this station.
 JN0367
 JN0367.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0367
 JN0367. The following values were computed from the NAD 83(1994) position.
 JN0367
 JN0367;                    North         East     Units Scale Factor Converg.
 JN0367;SPC UT S     - 3,167,074.937   484,435.348   MT  0.99997415   -0 06 31.8
 JN0367;SPC UT S     -10,390,645.02  1,589,351.64   sFT  0.99997415   -0 06 31.8
 JN0367;UTM  12      - 4,225,105.928   440,644.843   MT  0.99964339   -0 25 07.7
 JN0367
 JN0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0367!SPC UT S     -   0.99955254  x   0.99997415  =   0.99952671
 JN0367!UTM  12      -   0.99955254  x   0.99964339  =   0.99919609
 JN0367
 JN0367:                Primary Azimuth Mark                     Grid Az
 JN0367:SPC UT S     -  BIG HOLLOW                               351 00 01.4
 JN0367:UTM  12      -  BIG HOLLOW                               351 18 37.3
 JN0367
 JN0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH4064425105(NAD 83)
 JN0367
 JN0367|---------------------------------------------------------------------|
 JN0367| PID    Reference Object                     Distance      Geod. Az  |
 JN0367|                                                           dddmmss.s |
 JN0367| CM6024 SMOOTH KNOLL RM 2                     8.536 METERS 03917     |
 JN0367| CM6023 SMOOTH KNOLL RM 1                     6.670 METERS 31006     |
 JN0367| JN0362 BIG HOLLOW                          APPROX.10.0 KM 3505329.6 |
 JN0367|---------------------------------------------------------------------|
 JN0367
 JN0367                          SUPERSEDED SURVEY CONTROL
 JN0367
 JN0367  NAD 83(1986)-  38 10 18.86789(N)    111 40 39.46315(W) AD(       ) 2
 JN0367  NAD 27      -  38 10 18.92819(N)    111 40 36.79163(W) AD(       ) 2
 JN0367  NGVD 29 (07/19/86) 2869.2    (m)         9413.     (f) VERT ANG       
 JN0367
 JN0367.Superseded values are not recommended for survey control.
 JN0367
 JN0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0367.See file dsdata.pdf to determine how the superseded data were derived.
 JN0367
 JN0367_MARKER: Z = SEE DESCRIPTION
 JN0367_SETTING: 0 = UNSPECIFIED SETTING
 JN0367
 JN0367  HISTORY     - Date     Condition        Report By
 JN0367  HISTORY     - 1969     MONUMENTED       USGS
 JN0367
 JN0367                          STATION DESCRIPTION
 JN0367
 JN0367'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 JN0367'LOCATED ABOUT 14.0 MI SW. OF BICKNELL.  0.6 MI W. OF
 JN0367'BICKNELL-BOULDER RDS.  ON MOST PROMINENT HIGH BARE KNOLL KNOWN AS
 JN0367'SMOOTH KNOLL.
 JN0367'
 JN0367'TO REACH FROM BICKNELL POST OFFICE, DRIVE W. ON STATE HIGHWAY 24
 JN0367'FOR 3 BLOCKS.  TURN LEFT AND CONTINUE STRAIGHT AHEAD THROUGH SLIGHT
 JN0367'OFFSET AT FIRST BLOCK FOR 0.75 MI TO RIGHT ANGLE TURN.  KEEP RIGHT
 JN0367'ALONG MAIN-TRAVELED RD. FOR 4.4 MI TO RD. JUNCTION.  TAKE LEFT
 JN0367'FORK FOR 2.5 MI TO FORKS AND SIGN 15 ANTELOPE-17 POLLYWOG.  TAKE
 JN0367'LEFT FORK FOR 0.6 MI TO RD. FORKS TO AQUARIUS G.S.  TAKE RIGHT
 JN0367'FORK AS TO BIG LAKE FOR 6.5 MI TO DIM TRACK RD. TO W.  TURN
 JN0367'RIGHT W. ON TRACK RD. FOR 0.6 MI TO TOP OF HIGHEST KNOLL IN
 JN0367'VICINITY ON N. END OF TOP.
 JN0367'
 JN0367'STATION MARK--STANDARD USGS TABLET STAMPED SMOOTH KNOLL 1953
 JN0367'CEMENTED IN A DRILL HOLE IN AN EMBEDDED ROCK FLUSH WITH GROUND.
 JN0367'
 JN0367'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 JN0367'NO 1 1953, CEMENTED IN A DRILL HOLE IN TOP OF A SOLID ROCK
 JN0367'OUTCROP.
 JN0367'
 JN0367'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 JN0367'NO 2 1953, CEMENTED IN TOP OF A EMBEDDED ROCK 1.5 FT BELOW STATION
 JN0367'MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0467 ***********************************************************************
 KO0467  DESIGNATION -  SNAG
 KO0467  PID         -  KO0467
 KO0467  STATE/COUNTY-  UT/MILLARD
 KO0467  COUNTRY     -  US
 KO0467  USGS QUAD   -  CONGER MOUNTAIN (2017)
 KO0467
 KO0467                         *CURRENT SURVEY CONTROL
 KO0467  ______________________________________________________________________
 KO0467* NAD 83(1994) POSITION- 39 12 51.55251(N) 113 42 11.09540(W)   ADJUSTED
 KO0467* NAVD 88 ORTHO HEIGHT -  2461.0   (meters)     8074.    (feet) VERTCON3
 KO0467  ______________________________________________________________________
 KO0467  GEOID HEIGHT    -        -19.799 (meters)                     GEOID18
 KO0467  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 KO0467  HORZ ORDER      -  THIRD
 KO0467
 KO0467.The horizontal coordinates were established by classical geodetic methods
 KO0467.and adjusted by the National Geodetic Survey in November 1997.
 KO0467
 KO0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0467
 KO0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0467.GEOID18 height accuracy estimate available here.
 KO0467
 KO0467.Click photographs - Photos may exist for this station.
 KO0467
 KO0467.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0467
 KO0467. The following values were computed from the NAD 83(1994) position.
 KO0467
 KO0467;                    North         East     Units Scale Factor Converg.
 KO0467;SPC UT C     - 2,100,150.069   309,759.407   MT  0.99995708   -1 24 40.5
 KO0467;SPC UT C     - 6,890,242.35  1,016,268.99   sFT  0.99995708   -1 24 40.5
 KO0467;UTM  12      - 4,344,042.198   266,625.601   MT  1.00027065   -1 42 35.0
 KO0467
 KO0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0467!SPC UT C     -   0.99961714  x   0.99995708  =   0.99957424
 KO0467!UTM  12      -   0.99961714  x   1.00027065  =   0.99988769
 KO0467
 KO0467:                Primary Azimuth Mark                     Grid Az
 KO0467:SPC UT C     -  ROUND TOP                                141 36 54.5
 KO0467:UTM  12      -  ROUND TOP                                141 54 49.0
 KO0467
 KO0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ6662544042(NAD 83)
 KO0467
 KO0467|---------------------------------------------------------------------|
 KO0467| PID    Reference Object                     Distance      Geod. Az  |
 KO0467|                                                           dddmmss.s |
 KO0467| KO0466 ROUND TOP                           APPROX. 4.9 KM 1401214.0 |
 KO0467|---------------------------------------------------------------------|
 KO0467
 KO0467                          SUPERSEDED SURVEY CONTROL
 KO0467
 KO0467  NAD 83(1986)-  39 12 51.54911(N)    113 42 11.09488(W) AD(       ) 3
 KO0467  NAD 27      -  39 12 51.74290(N)    113 42 08.15355(W) AD(       ) 3
 KO0467  NGVD 29 (07/19/86) 2459.7    (m)         8070.     (f) VERT ANG       
 KO0467
 KO0467.Superseded values are not recommended for survey control.
 KO0467
 KO0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0467.See file dsdata.pdf to determine how the superseded data were derived.
 KO0467
 KO0467_MARKER: DD = SURVEY DISK
 KO0467_SETTING: 66 = SET IN ROCK OUTCROP
 KO0467_STAMPING: SNAG 1958
 KO0467_MARK LOGO: USGS
 KO0467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0467+STABILITY: POSITION/ELEVATION WELL
 KO0467
 KO0467  HISTORY     - Date     Condition        Report By
 KO0467  HISTORY     - 1958     MONUMENTED       USGS
 KO0467
 KO0467                          STATION DESCRIPTION
 KO0467
 KO0467'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 KO0467'LOCATED ABOUT 35.0 MI. NE. OF BAKER, NEVADA, 21.0 MI. SE. OF GANDY
 KO0467'AND 7.0 MI. SE. OF COWBOY PASS, ON A HIGH TIMBERED TOP.  STATION IS
 KO0467'ON S. EDGE AT HIGHEST POINT OF TOP.  (A TREE TRIMMED OF BRANCHES WITH
 KO0467'A TUFT LEFT IN TOP IDENTIFIED TOP.)
 KO0467'
 KO0467'TO REACH FROM HINCKLEY POST OFFICE, DRIVE N. FOR 0.3 MI. TO U.S.
 KO0467'HIGHWAY 6, TURN LEFT (W.) AND DRIVE TO RD. FORKS, TURN RIGHT
 KO0467'(N.) AND FOLLOW GRADED RD. TO RD. FORKS JUST E. OF AN
 KO0467'ALUMINUM WATER TANK, TAKE LEFT FORK W. AND FOLLOW GRADED RD. ACROSS
 KO0467'VALLEY FOR 8.4 MI. TO RD. FORKS, TAKE RIGHT FORK AND FOLLOW TRACK RD.
 KO0467'3.0 MI. TO RD. FORKS, CONTINUE STRAIGHT AHEAD 0.6 MI. TO CROSSROADS,
 KO0467'TAKE LEFT FORK S. FOR 0.3 MI. TO POINT ON RD. OPPOSITE HIGH TOP TO W.
 KO0467'WHICH IS STATION.  LEAVE TRUCK AND WALK W. UP VALLEY AND DRAIN TO HIGH
 KO0467'TIMBERED TOP AND STATION.  ABOUT 1-1/2 HOUR PACK.
 KO0467'
 KO0467'STATION MARK--STANDARD TABLET, STAMPED ---SNAG 1958---, CEMENTED IN
 KO0467'ROCK LEVEL WITH GROUND.
 KO0467'
 KO0467'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, CEMENTED IN DRILL HOLE
 KO0467'IN ROCK, 18.88 FT. FROM STATION MARK, N 74 DEG 47 MIN W.
 KO0467'
 KO0467'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, CEMENTED IN DRILL HOLE
 KO0467'IN ROCK, 40.98 FT. FROM STATION MARK, N 35 DEG 36 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0537 ***********************************************************************
 JO0537  DESIGNATION -  SNOW
 JO0537  PID         -  JO0537
 JO0537  STATE/COUNTY-  UT/MILLARD
 JO0537  COUNTRY     -  US
 JO0537  USGS QUAD   -  CANDLAND SPRING (2017)
 JO0537
 JO0537                         *CURRENT SURVEY CONTROL
 JO0537  ______________________________________________________________________
 JO0537* NAD 83(1994) POSITION- 38 57 59.53327(N) 112 57 21.42908(W)   ADJUSTED
 JO0537* NAVD 88 ORTHO HEIGHT -  2182.4   (meters)     7160.    (feet) VERTCON3
 JO0537  ______________________________________________________________________
 JO0537  GEOID HEIGHT    -        -19.949 (meters)                     GEOID18
 JO0537  LAPLACE CORR    -          1.56  (seconds)                    DEFLEC18
 JO0537  HORZ ORDER      -  FIRST
 JO0537
 JO0537.The horizontal coordinates were established by classical geodetic methods
 JO0537.and adjusted by the National Geodetic Survey in June 1998.
 JO0537
 JO0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0537
 JO0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0537.GEOID18 height accuracy estimate available here.
 JO0537
 JO0537.Click photographs - Photos may exist for this station.
 JO0537
 JO0537.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0537
 JO0537. The following values were computed from the NAD 83(1994) position.
 JO0537
 JO0537;                    North         East     Units Scale Factor Converg.
 JO0537;SPC UT C     - 2,071,326.305   373,820.646   MT  1.00001275   -0 55 57.5
 JO0537;SPC UT C     - 6,795,676.39  1,226,443.24   sFT  1.00001275   -0 55 57.5
 JO0537;UTM  12      - 4,314,882.516   330,543.936   MT  0.99995360   -1 13 49.2
 JO0537
 JO0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0537!SPC UT C     -   0.99966083  x   1.00001275  =   0.99967358
 JO0537!UTM  12      -   0.99966083  x   0.99995360  =   0.99961445
 JO0537
 JO0537:                Primary Azimuth Mark                     Grid Az
 JO0537:SPC UT C     -  SNOW AZ MK                               100 12 12.1
 JO0537:UTM  12      -  SNOW AZ MK                               100 30 03.8
 JO0537
 JO0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ3054314882(NAD 83)
 JO0537
 JO0537|---------------------------------------------------------------------|
 JO0537| PID    Reference Object                     Distance      Geod. Az  |
 JO0537|                                                           dddmmss.s |
 JO0537| KO0435 BLACK ROCK CAIRN                    APPROX.10.1 KM 0201309.3 |
 JO0537| CM6025 SNOW AZ MK                                         0991614.6 |
 JO0537| CM6026 SNOW RM 1                             3.698 METERS 11914     |
 JO0537| CM6027 SNOW RM 2                             4.402 METERS 22250     |
 JO0537|---------------------------------------------------------------------|
 JO0537
 JO0537                          SUPERSEDED SURVEY CONTROL
 JO0537
 JO0537  NAD 83(1986)-  38 57 59.52715(N)    112 57 21.42360(W) AD(       ) 1
 JO0537  NAD 27      -  38 57 59.67290(N)    112 57 18.59110(W) AD(       ) 1
 JO0537  NGVD 29 (07/19/86) 2181.2    (m)         7156.     (f) VERT ANG       
 JO0537
 JO0537.Superseded values are not recommended for survey control.
 JO0537
 JO0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0537.See file dsdata.pdf to determine how the superseded data were derived.
 JO0537
 JO0537_MARKER: DS = TRIANGULATION STATION DISK
 JO0537_SETTING: 66 = SET IN ROCK OUTCROP
 JO0537_STAMPING: SNOW 1957
 JO0537_MARK LOGO: CGS
 JO0537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0537+STABILITY: POSITION/ELEVATION WELL
 JO0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0537+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2018
 JO0537
 JO0537  HISTORY     - Date     Condition        Report By
 JO0537  HISTORY     - 1957     MONUMENTED       CGS
 JO0537  HISTORY     - 20181002 GOOD             INDIV
 JO0537
 JO0537                          STATION DESCRIPTION
 JO0537
 JO0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 JO0537'THE STATION IS LOCATED ON A ROCKY HILL THAT IS THE SECOND HIGHEST
 JO0537'POINT OF THE CRICKET MOUNTAINS, THE HIGHEST POINT LIES ABOUT 1/2
 JO0537'MILE SOUTH.  IT IS ABOUT 28 MILES AIRLINE SOUTHWEST OF DESERET
 JO0537'AND ABOUT 8 MILES AIRLINE WEST OF BORDEN RAILROAD STATION.
 JO0537'
 JO0537'TO REACH FROM BORDEN RAILROAD STATION, GO WEST ON TRACK ROAD
 JO0537'FOR 3.5 MILES TO A FORK.  TAKE RIGHT FORK AND CONTINUE WEST FOR
 JO0537'1.4 MILES TO A FORK.  TAKE LEFT FORK, SOUTHERLY, FOR 1.7 MILES TO
 JO0537'A FORK JUST AFTER CROSSING A WASH.  TAKE RIGHT FORK FOR 0.5
 JO0537'MILE TO A FORK.  TAKE LEFT FORK AND GO SOUTHERLY FOR 1.3 MILES
 JO0537'TO A CROSS ROAD.  TURN RIGHT AND GO WEST FOR 0.2 MILE TO THE
 JO0537'AZIMUTH MARK 100 YARDS NORTH OF ROAD.  CONTINUE ON DIM TRACK
 JO0537'ROAD FOR 0.6 MILE TO MOUTH OF WASH.  FROM HERE PACK WEST UP
 JO0537'WASH TO BASE OF STEEP RIDGE THAT EXTENDS EAST FROM STATION
 JO0537'HILL.  PACK ALONG NORTH SLOPE OF RIDGE, DUE WEST, TO HIGHEST
 JO0537'POINT OF HILL AND STATION.
 JO0537'
 JO0537'THE STATION MARK IS A STANDARD DISK STAMPED SNOW 1957, CEMENTED
 JO0537'IN A DRILL HOLE IN BEDROCK.  IT IS 8 FEET SOUTHEAST OF A 4-FOOT
 JO0537'CAIRN AND 12 FEET EAST OF THE WEST FACE OF THE CLIFF.
 JO0537'
 JO0537'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SNOW NO
 JO0537'1 1957, CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS ABOUT
 JO0537'2-1/2 FEET LOWER THAN THE STATION.
 JO0537'
 JO0537'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SNOW NO 2
 JO0537'1957, CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 4 FEET EAST
 JO0537'OF THE WEST FACE OF THE CLIFF AND ABOUT 2-1/2 FEET HIGHER THAN THE
 JO0537'STATION.
 JO0537'
 JO0537'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SNOW 1957, CEMENTED
 JO0537'IN A DRILL HOLE IN BEDROCK.  IT IS AT THE SOUTH END OF A LARGE
 JO0537'GREY BEDROCK OUTCROP THAT FORMS THE SOUTH END OF A SMALL RIDGE.
 JO0537'3 FEET WEST OF A 4-FOOT CAIRN, 21 YARDS NORTH OF A SMALL WASH AND
 JO0537'100 YARDS NORTH OF A TRACK ROAD.
 JO0537
 JO0537                          STATION RECOVERY (2018)
 JO0537
 JO0537'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (TWG)
 JO0537'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0752 ***********************************************************************
 MS0752  DESIGNATION -  SNOW
 MS0752  PID         -  MS0752
 MS0752  STATE/COUNTY-  UT/BOX ELDER
 MS0752  COUNTRY     -  US
 MS0752  USGS QUAD   -  MONUMENT PEAK NE (2017)
 MS0752
 MS0752                         *CURRENT SURVEY CONTROL
 MS0752  ______________________________________________________________________
 MS0752* NAD 83(1994) POSITION- 41 58 08.12621(N) 112 45 13.62776(W)   ADJUSTED
 MS0752* NAVD 88 ORTHO HEIGHT -  1457.5   (meters)     4782.    (feet) VERTCON3
 MS0752  ______________________________________________________________________
 MS0752  GEOID HEIGHT    -        -14.939 (meters)                     GEOID18
 MS0752  LAPLACE CORR    -          1.21  (seconds)                    DEFLEC18
 MS0752  HORZ ORDER      -  SECOND
 MS0752
 MS0752.The horizontal coordinates were established by classical geodetic methods
 MS0752.and adjusted by the National Geodetic Survey in November 1997.
 MS0752
 MS0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0752
 MS0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0752.GEOID18 height accuracy estimate available here.
 MS0752
 MS0752.Click photographs - Photos may exist for this station.
 MS0752
 MS0752.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0752
 MS0752. The following values were computed from the NAD 83(1994) position.
 MS0752
 MS0752;                    North         East     Units Scale Factor Converg.
 MS0752;SPC UT N     - 1,182,391.867   396,072.319   MT  1.00003540   -0 49 36.1
 MS0752;SPC UT N     - 3,879,230.65  1,299,447.27   sFT  1.00003540   -0 49 36.1
 MS0752;UTM  12      - 4,647,813.415   354,682.570   MT  0.99985985   -1 10 22.8
 MS0752
 MS0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0752!SPC UT N     -   0.99977379  x   1.00003540  =   0.99980919
 MS0752!UTM  12      -   0.99977379  x   0.99985985  =   0.99963368
 MS0752
 MS0752:                Primary Azimuth Mark                     Grid Az
 MS0752:SPC UT N     -  DD 89                                    257 28 07.3
 MS0752:UTM  12      -  DD 89                                    257 48 54.0
 MS0752
 MS0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM5468247813(NAD 83)
 MS0752
 MS0752|---------------------------------------------------------------------|
 MS0752| PID    Reference Object                     Distance      Geod. Az  |
 MS0752|                                                           dddmmss.s |
 MS0752| CM6028 SNOW RM 1                             9.215 METERS 19734     |
 MS0752| MS0235 DD 89                               APPROX. 1.3 KM 2563831.2 |
 MS0752| CM6029 SNOW RM 2                            26.856 METERS 26037     |
 MS0752|---------------------------------------------------------------------|
 MS0752
 MS0752                          SUPERSEDED SURVEY CONTROL
 MS0752
 MS0752  NAD 83(1986)-  41 58 08.11998(N)    112 45 13.60887(W) AD(       ) 2
 MS0752  NAD 27      -  41 58 08.41030(N)    112 45 10.67780(W) AD(       ) 2
 MS0752  NGVD 29 (07/19/86) 1456.5    (m)         4779.     (f) VERT ANG       
 MS0752
 MS0752.Superseded values are not recommended for survey control.
 MS0752
 MS0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0752.See file dsdata.pdf to determine how the superseded data were derived.
 MS0752
 MS0752_MARKER: DS = TRIANGULATION STATION DISK
 MS0752_SETTING: 66 = SET IN ROCK OUTCROP
 MS0752_STAMPING: SNOW 1960
 MS0752_MARK LOGO: CGS
 MS0752_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0752+STABILITY: POSITION/ELEVATION WELL
 MS0752
 MS0752  HISTORY     - Date     Condition        Report By
 MS0752  HISTORY     - 1960     MONUMENTED       CGS
 MS0752
 MS0752                          STATION DESCRIPTION
 MS0752
 MS0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 MS0752'THE STATION IS 2 MILES WEST OF SNOWVILLE, 0.3 MILE NORTH OF
 MS0752'U.S. HIGHWAY 30S, ON THE SOUTH END OF A BENCH ALONG THE CREST OF A
 MS0752'PROMINENT SAGE COVERED NORTH-SOUTH RIDGE.
 MS0752'
 MS0752'TO REACH THE STATION FROM THE JUNCTION OF THE HOLBROOK ROAD AND
 MS0752'U.S. HIGHWAY 30S, IN SNOWVILLE, DRIVE WEST ON THE HIGHWAY FOR
 MS0752'2.4 MILES TO A GATE ON THE RIGHT*.  TURN RIGHT THROUGH THE GATE,
 MS0752'TURN BACK RIGHT AND DRIVE EAST FOR 0.3 MILE TO THE SUMMIT OF
 MS0752'A NORTH-SOUTH RIDGE.  TURN LEFT AND DRIVE NORTH UP THE RIDGE FOR
 MS0752'0.3 MILE TO THE CREST OF A BENCH AND THE STATION.
 MS0752'
 MS0752'THE STATION MARK, STAMPED SNOW 1960, IS A STANDARD DISK CEMENTED
 MS0752'IN A DRILL HOLE IN A LEDGE OF BEDROCK, FLUSH ON THE NORTH SIDE
 MS0752'AND PROJECTING 8 INCHES ABOVE THE GROUND ON THE SOUTH SIDE.
 MS0752'
 MS0752'REFERENCE MARK 1, STAMPED SNOW NO 1 1960, IS A STANDARD DISK
 MS0752'CEMENTED IN A DRILL HOLE IN A LEDGE OF BEDROCK WHICH IS FLUSH
 MS0752'WITH THE GROUND.  IT IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE
 MS0752'STATION MARK.
 MS0752'
 MS0752'REFERENCE MARK 2, STAMPED SNOW NO 2 1960, IS A STANDARD DISK
 MS0752'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND.
 MS0752'IT IS ACROSS A SMALL RAVINE FROM THE STATION AND ABOUT 2 FEET
 MS0752'LOWER IN ELEVATION.
 MS0752'
 MS0752'A STANDARD C AND GS BENCH MARK, STAMPED DD 89 1960, WAS USED
 MS0752'FOR THE AZIMUTH MARK.  THE DISK IS SET IN THE TOP OF A CYLINDRICAL
 MS0752'CONCRETE POST, 12 INCHES IN DIAMETER, PROJECTING 6 INCHES ABOVE
 MS0752'THE GROUND.  IT IS 48 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 MS0752'30S, 2 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN AND 1
 MS0752'FOOT SOUTH OF THE NORTH HIGHWAY RIGHT-OF-WAY FENCE.
 MS0752'
 MS0752'*TO REACH THE AZIMUTH, CONTINUE WEST ON THE HIGHWAY FOR 0.5
 MS0752'MILE TO THE MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0628 ***********************************************************************
 LN0628  DESIGNATION -  SNUFF
 LN0628  PID         -  LN0628
 LN0628  STATE/COUNTY-  UT/UINTAH
 LN0628  COUNTRY     -  US
 LN0628  USGS QUAD   -  DINOSAUR (2019)
 LN0628
 LN0628                         *CURRENT SURVEY CONTROL
 LN0628  ______________________________________________________________________
 LN0628* NAD 83(1994) POSITION- 40 11 21.87762(N) 109 03 53.42180(W)   ADJUSTED
 LN0628* NAVD 88 ORTHO HEIGHT -  1911.    (meters)     6270.    (feet) VERTCON3
 LN0628  ______________________________________________________________________
 LN0628  GEOID HEIGHT    -        -16.653 (meters)                     GEOID18
 LN0628  LAPLACE CORR    -          6.12  (seconds)                    DEFLEC18
 LN0628  HORZ ORDER      -  SECOND
 LN0628
 LN0628.The horizontal coordinates were established by classical geodetic methods
 LN0628.and adjusted by the National Geodetic Survey in November 1997.
 LN0628
 LN0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0628
 LN0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0628.GEOID18 height accuracy estimate available here.
 LN0628
 LN0628.Click photographs - Photos may exist for this station.
 LN0628
 LN0628.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0628
 LN0628. The following values were computed from the NAD 83(1994) position.
 LN0628
 LN0628;                    North         East     Units Scale Factor Converg.
 LN0628;SPC UT C     - 2,208,883.412   707,329.419   MT  0.99991791   +1 33 35.7
 LN0628;SPC UT C     - 7,246,978.33  2,320,629.94   sFT  0.99991791   +1 33 35.7
 LN0628;UTM  12      - 4,450,575.861   664,732.719   MT  0.99993407   +1 14 56.7
 LN0628
 LN0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0628!SPC UT C     -   0.99970287  x   0.99991791  =   0.99962081
 LN0628!UTM  12      -   0.99970287  x   0.99993407  =   0.99963696
 LN0628
 LN0628:                Primary Azimuth Mark                     Grid Az
 LN0628:SPC UT C     -  BOUNDARY MP 224 CO UT                    015 46 52.5
 LN0628:UTM  12      -  BOUNDARY MP 224 CO UT                    016 05 31.5
 LN0628
 LN0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK6473250575(NAD 83)
 LN0628
 LN0628|---------------------------------------------------------------------|
 LN0628| PID    Reference Object                     Distance      Geod. Az  |
 LN0628|                                                           dddmmss.s |
 LN0628| LN0629 BOUNDARY MP 224 CO UT               APPROX. 4.0 KM 0172028.2 |
 LN0628| CP5803 SNUFF RM 1                            4.440 METERS 11745     |
 LN0628| CP5804 SNUFF RM 2                            8.586 METERS 19618     |
 LN0628|---------------------------------------------------------------------|
 LN0628
 LN0628                          SUPERSEDED SURVEY CONTROL
 LN0628
 LN0628  NAD 83(1993)-  40 11 21.85372(N)    109 03 53.40992(W) AD(       ) 2
 LN0628  NAD 83(1992)-  40 11 21.85949(N)    109 03 53.40657(W) AD(       ) 2
 LN0628  NAD 83(1986)-  40 11 21.85981(N)    109 03 53.40654(W) AD(       ) 2
 LN0628  NAD 27      -  40 11 21.96300(N)    109 03 50.99400(W) AD(       ) 2
 LN0628  NGVD 29 (07/19/86) 1910.     (m)         6266.     (f) VERT ANG       
 LN0628
 LN0628.Superseded values are not recommended for survey control.
 LN0628
 LN0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0628.See file dsdata.pdf to determine how the superseded data were derived.
 LN0628
 LN0628_MARKER: DS = TRIANGULATION STATION DISK
 LN0628_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LN0628_STAMPING: SNUFF 1937
 LN0628_MARK LOGO: CGS
 LN0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0628
 LN0628  HISTORY     - Date     Condition        Report By
 LN0628  HISTORY     - 1937     MONUMENTED       CGS
 LN0628  HISTORY     - 1966     GOOD             USGS
 LN0628
 LN0628                          STATION DESCRIPTION
 LN0628
 LN0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LN0628'STATION IS ABOUT 19-1/2 MILES SE OF JENSEN, UTAH, ABOUT 6-1/2
 LN0628'MILES S OF U.S. HIGHWAY 40, ABOUT 1/2 MILE FROM THE UTAH-COLORADO
 LN0628'STATE LINE, ON A SUMMIT NEAR THE SOUTHEASTERN END OF WHAT IS
 LN0628'BELIEVED TO BE RAVEN RIDGE, A NARROW, BROKEN RIDGE LYING
 LN0628'IMMEDIATELY ALONG THE SW SIDE OF THE JENSEN-RANGELY HIGHWAY (UTAH
 LN0628'HIGHWAY 45.  COLO., HIGHWAY 64), ABOUT 3/8 MILE SSE OF A LOW
 LN0628'SADDLE IN THE RIDGE, 1/8 MILE SW OF THE HIGHWAY, ABOUT 100
 LN0628'YARDS NNW OF THE SSE EXTREMITY OF THE RIDGE, ON THE
 LN0628'LONGITUDINAL CENTER OF THE KNIFE-EDGED SUMMIT.
 LN0628'
 LN0628'STATION MARK IS A STANDARD DISK SET IN AN IRREGULAR MASS OF
 LN0628'CONCRETE.
 LN0628'
 LN0628'REFERENCE MARK NO. 1 IS A STANDARD DISK WEDGED IN A DRILL
 LN0628'HOLE IN OUTCROPPING BEDROCK, AND IS ESE OF THE STATION, AT THE
 LN0628'E EDGE OF THE SUMMIT.
 LN0628'
 LN0628'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN CONCRETE IN
 LN0628'A DEPRESSION IN OUTCROPPING BEDROCK, AND IS SSW OF THE STATION,
 LN0628'DOWN THE SW SLOPE OF THE SUMMIT.
 LN0628'
 LN0628'AZIMUTH MARK IS GENERAL LAND OFFICE 224 M, A TRIANGULATION
 LN0628'STATION OF THE GENERAL LAND OFFICE AND IS ABOUT 2-1/4 MILES
 LN0628'N BY E OF THE STATION, ON THE NE SLOPE OF A LOW, MEANDERING
 LN0628'RIDGE, 85 YARDS NW OF A 6-FOOT ROCK CAIRN ON THE HIGHEST LOCAL
 LN0628'POINT, ABOUT 20 YARDS ENE OF THE RIDGE LINE, A STANDARD GENERAL
 LN0628'LAND OFFICE DISK, STAMPED UTAH-COLORADO, 224 M 1931 SET IN
 LN0628'TOP OF A 12-INCH SQUARE CONCRETE POST, FLUSH WITH THE GROUND.
 LN0628'
 LN0628'TO REACH THE STATION FROM THE E END OF THE BRIDGE OVER THE
 LN0628'GREEN RIVER AT JENSEN, UTAH, GO E ON U.S. HIGHWAY 40 FOR 11.8
 LN0628'MILES AND TURN RIGHT ON GRADED DIRT ROAD AT W END OF SMALL
 LN0628'WOODEN BRIDGE (SIGN RANGELY 29 MILES) THENCE SE OF THE
 LN0628'MAIN-TRAVELED ROAD FOR 9.0 MILES, OR 0.45 MILE PAST A TRACK ROAD
 LN0628'LEFT LEADING TO GENERAL LAND OFFICE 224 M, THE AZIMUTH MARK, AND
 LN0628'TURN RIGHT ACROSS COUNTRY FOR ABOUT 200 YARDS TO END OF TRUCK
 LN0628'TRAVEL AT E BASE OF RIDGE.  GO W UP THE RIDGE FOR ABOUT 100
 LN0628'YARDS TO THE STATION ON THE SUMMIT.  TO REACH GENERAL LAND
 LN0628'OFFICE 224 M, GO NE ON THE TRACK ROAD MENTIONED ABOVE FOR 0.7
 LN0628'MILE AND KEEP LEFT FORK, THENCE 0.55 MILE AND KEEP RIGHT
 LN0628'FORK, THENCE 0.95 MILE TO THE STONE CAIRN ABOUT 100 YARDS W
 LN0628'OF THE ROAD AND THE MARK IS 85 YARDS NW OF THE CAIRN.
 LN0628'
 LN0628'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 LN0628
 LN0628                          STATION RECOVERY (1966)
 LN0628
 LN0628'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LN0628'RECOVERED.
 LN0628'
 LN0628'STATION MARK--STANDARD DISK, SET IN AN IRREGULAR MASS OF CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0944 ***********************************************************************
 LO0944  DESIGNATION -  SO SALT LAKE RAD KALL E MAST
 LO0944  PID         -  LO0944
 LO0944  STATE/COUNTY-  UT/SALT LAKE
 LO0944  COUNTRY     -  US
 LO0944  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0944
 LO0944                         *CURRENT SURVEY CONTROL
 LO0944  ______________________________________________________________________
 LO0944* NAD 83(1994) POSITION- 40 40 43.50776(N) 111 54 25.72288(W)   ADJUSTED
 LO0944  ______________________________________________________________________
 LO0944  GEOID HEIGHT    -        -17.044 (meters)                     GEOID18
 LO0944  LAPLACE CORR    -          8.18  (seconds)                    DEFLEC18
 LO0944  HORZ ORDER      -  THIRD
 LO0944
 LO0944.The horizontal coordinates were established by classical geodetic methods
 LO0944.and adjusted by the National Geodetic Survey in November 1997.
 LO0944
 LO0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0944.GEOID18 height accuracy estimate available here.
 LO0944
 LO0944.Click photographs - Photos may exist for this station.
 LO0944
 LO0944.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0944
 LO0944. The following values were computed from the NAD 83(1994) position.
 LO0944
 LO0944;                    North         East     Units Scale Factor Converg.
 LO0944;SPC UT C     - 2,260,474.847   465,578.850   MT  1.00000728   -0 15 38.9
 LO0944;SPC UT C     - 7,416,241.23  1,527,486.61   sFT  1.00000728   -0 15 38.9
 LO0944;UTM  12      - 4,503,492.094   423,337.992   MT  0.99967234   -0 35 28.8
 LO0944
 LO0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2333703492(NAD 83)
 LO0944
 LO0944                          SUPERSEDED SURVEY CONTROL
 LO0944
 LO0944  NAD 83(1993)-  40 40 43.50738(N)    111 54 25.72233(W) AD(       ) 3
 LO0944  NAD 83(1986)-  40 40 43.49564(N)    111 54 25.71732(W) AD(       ) 3
 LO0944  NAD 27      -  40 40 43.68596(N)    111 54 22.94992(W) AD(       ) 3
 LO0944
 LO0944.Superseded values are not recommended for survey control.
 LO0944
 LO0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0944.See file dsdata.pdf to determine how the superseded data were derived.
 LO0944
 LO0944_MARKER: 42 = RADIO/TV MAST
 LO0944
 LO0944  HISTORY     - Date     Condition        Report By
 LO0944  HISTORY     - 1974     FIRST OBSERVED   NGS
 LO0944
 LO0944                          STATION DESCRIPTION
 LO0944
 LO0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LO0944'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE SOUTH SALT LAKE,
 LO0944'EAST RADIO MAST, KALL THAT IS LOCATED NEAR THE INTERSECTION
 LO0944'OF 4200 SOUTH AND 500 WEST AT THE SOUTH EDGE OF THE CITY OF SOUTH
 LO0944'SALT LAKE.  IT IS A STRUCTURAL STEEL MAST, TRIANGULAR IN CROSS
 LO0944'SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE AND HAS AN
 LO0944'OVERALL HEIGHT OF 247 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0945 ***********************************************************************
 LO0945  DESIGNATION -  SO SALT LAKE RAD KALL W MAST
 LO0945  PID         -  LO0945
 LO0945  STATE/COUNTY-  UT/SALT LAKE
 LO0945  COUNTRY     -  US
 LO0945  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0945
 LO0945                         *CURRENT SURVEY CONTROL
 LO0945  ______________________________________________________________________
 LO0945* NAD 83(1994) POSITION- 40 40 36.72395(N) 111 54 31.78136(W)   ADJUSTED
 LO0945  ______________________________________________________________________
 LO0945  GEOID HEIGHT    -        -17.052 (meters)                     GEOID18
 LO0945  LAPLACE CORR    -          7.96  (seconds)                    DEFLEC18
 LO0945  HORZ ORDER      -  THIRD
 LO0945
 LO0945.The horizontal coordinates were established by classical geodetic methods
 LO0945.and adjusted by the National Geodetic Survey in November 1997.
 LO0945
 LO0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0945.GEOID18 height accuracy estimate available here.
 LO0945
 LO0945.Click photographs - Photos may exist for this station.
 LO0945
 LO0945.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0945
 LO0945. The following values were computed from the NAD 83(1994) position.
 LO0945
 LO0945;                    North         East     Units Scale Factor Converg.
 LO0945;SPC UT C     - 2,260,266.239   465,435.617   MT  1.00000680   -0 15 42.8
 LO0945;SPC UT C     - 7,415,556.82  1,527,016.69   sFT  1.00000680   -0 15 42.8
 LO0945;UTM  12      - 4,503,284.386   423,193.606   MT  0.99967261   -0 35 32.6
 LO0945
 LO0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2319303284(NAD 83)
 LO0945
 LO0945                          SUPERSEDED SURVEY CONTROL
 LO0945
 LO0945  NAD 83(1993)-  40 40 36.72359(N)    111 54 31.78077(W) AD(       ) 3
 LO0945  NAD 83(1986)-  40 40 36.71187(N)    111 54 31.77578(W) AD(       ) 3
 LO0945  NAD 27      -  40 40 36.90224(N)    111 54 29.00827(W) AD(       ) 3
 LO0945
 LO0945.Superseded values are not recommended for survey control.
 LO0945
 LO0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0945.See file dsdata.pdf to determine how the superseded data were derived.
 LO0945
 LO0945_MARKER: 42 = RADIO/TV MAST
 LO0945
 LO0945  HISTORY     - Date     Condition        Report By
 LO0945  HISTORY     - 1974     FIRST OBSERVED   NGS
 LO0945
 LO0945                          STATION DESCRIPTION
 LO0945
 LO0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LO0945'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE SOUTH SALT LAKE,
 LO0945'WEST RADIO MAST, KALL THAT IS LOCATED NEAR THE INTERSECTION OF
 LO0945'4200 SOUTH AND 500 WEST AT THE SOUTH EDGE OF THE CITY OF SOUTH
 LO0945'SALT LAKE.  IT IS A STRUCTURAL STEEL MAST, TRIANGULAR IN CROSS
 LO0945'SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE AND HAS AN
 LO0945'OVERALL HEIGHT OF 247 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0436 ***********************************************************************
 KO0436  DESIGNATION -  SODA
 KO0436  PID         -  KO0436
 KO0436  STATE/COUNTY-  UT/MILLARD
 KO0436  COUNTRY     -  US
 KO0436  USGS QUAD   -  ROCKY KNOLL (2017)
 KO0436
 KO0436                         *CURRENT SURVEY CONTROL
 KO0436  ______________________________________________________________________
 KO0436* NAD 83(1994) POSITION- 39 08 49.81305(N) 112 58 30.26180(W)   ADJUSTED
 KO0436* NAVD 88 ORTHO HEIGHT -  1397.88  (+/-2cm)     4586.2   (feet) VERTCON3
 KO0436  ______________________________________________________________________
 KO0436  GEOID HEIGHT    -        -20.120 (meters)                     GEOID18
 KO0436  LAPLACE CORR    -          1.10  (seconds)                    DEFLEC18
 KO0436  HORZ ORDER      -  FIRST
 KO0436  VERT ORDER      -  THIRD ? (See Below)
 KO0436
 KO0436.The horizontal coordinates were established by classical geodetic methods
 KO0436.and adjusted by the National Geodetic Survey in June 1998.
 KO0436
 KO0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0436
 KO0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0436.GEOID18 height accuracy estimate available here.
 KO0436
 KO0436.The vertical order pertains to the NGVD 29 superseded value.
 KO0436
 KO0436.Click photographs - Photos may exist for this station.
 KO0436
 KO0436.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0436
 KO0436. The following values were computed from the NAD 83(1994) position.
 KO0436
 KO0436;                    North         East     Units Scale Factor Converg.
 KO0436;SPC UT C     - 2,091,403.828   372,494.446   MT  0.99997035   -0 56 41.6
 KO0436;SPC UT C     - 6,861,547.39  1,222,092.19   sFT  0.99997035   -0 56 41.6
 KO0436;UTM  12      - 4,334,966.013   329,322.913   MT  0.99995870   -1 14 49.9
 KO0436
 KO0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0436!SPC UT C     -   0.99978388  x   0.99997035  =   0.99975424
 KO0436!UTM  12      -   0.99978388  x   0.99995870  =   0.99974259
 KO0436
 KO0436:                Primary Azimuth Mark                     Grid Az
 KO0436:SPC UT C     -  SODA AZ MK                               155 24 56.7
 KO0436:UTM  12      -  SODA AZ MK                               155 43 05.0
 KO0436
 KO0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ2932234966(NAD 83)
 KO0436
 KO0436|---------------------------------------------------------------------|
 KO0436| PID    Reference Object                     Distance      Geod. Az  |
 KO0436|                                                           dddmmss.s |
 KO0436| CM6031 SODA RM 1                            20.762 METERS 01638     |
 KO0436| KO0435 BLACK ROCK CAIRN                    APPROX.11.7 KM 1535426.3 |
 KO0436| CM6030 SODA AZ MK                                         1542815.1 |
 KO0436| CM6032 SODA RM 2                            16.015 METERS 26221     |
 KO0436|---------------------------------------------------------------------|
 KO0436
 KO0436                          SUPERSEDED SURVEY CONTROL
 KO0436
 KO0436  NAD 83(1986)-  39 08 49.80774(N)    112 58 30.25552(W) AD(       ) 1
 KO0436  NAD 27      -  39 08 49.96490(N)    112 58 27.40980(W) AD(       ) 1
 KO0436  NGVD 29            1396.79   (m)         4582.6    (f) LEVELING    3  
 KO0436
 KO0436.Superseded values are not recommended for survey control.
 KO0436
 KO0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0436.See file dsdata.pdf to determine how the superseded data were derived.
 KO0436
 KO0436_MARKER: DS = TRIANGULATION STATION DISK
 KO0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0436_STAMPING: SODA 1957
 KO0436_MARK LOGO: CGS
 KO0436_PROJECTION: PROJECTING 10 CENTIMETERS
 KO0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0436+STABILITY: SURFACE MOTION
 KO0436
 KO0436  HISTORY     - Date     Condition        Report By
 KO0436  HISTORY     - 1957     MONUMENTED       CGS
 KO0436
 KO0436                          STATION DESCRIPTION
 KO0436
 KO0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0436'THE STATION IS LOCATED AIRLINE, ABOUT 37 MILES NORTHWEST OF
 KO0436'FILLMORE AND ABOUT 24 MILES SOUTHWEST OF DELTA ON A LOW BENCH
 KO0436'IN OPEN RANGE LAND.
 KO0436'
 KO0436'THE STATION IS A STANDARD DISK STAMPED SODA 1957 SET IN TOP
 KO0436'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 KO0436'INCHES ABOVE THE GROUND.  IT IS 20 FEET NORTHWEST OF A TRIANGULAR
 KO0436'SHAPED MOUND OF DIRT AND 13.5 FEET NORTH-NORTHEAST OF A WHITE
 KO0436'WITNESS POST.
 KO0436'
 KO0436'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SODA NO
 KO0436'1 1957 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 KO0436'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE
 KO0436'SAME ELEVATION AS THE STATION.
 KO0436'
 KO0436'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SODA NO 2
 KO0436'1957 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 KO0436'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 KO0436'ELEVATION AS THE STATION.
 KO0436'
 KO0436'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SODA 1957 SET
 KO0436'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KO0436'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 42 FEET SOUTHWEST OF
 KO0436'THE CENTER LINE OF A DIRT CROSS-ROAD.
 KO0436'
 KO0436'TO REACH THE STATION FROM THE POST OFFICE IN DELTA, GO SOUTH
 KO0436'FOR 0.05 MILE TO U.S. HIGHWAYS 50 AND 6.  TURN RIGHT AND FOLLOW
 KO0436'U.S. HIGHWAY 50 AND 6 WESTERLY FOR 26.1 MILES TO A SIDE
 KO0436'ROAD, LEFT.  TURN LEFT, OFF THE HIGHWAY AND FOLLOW THE DIRT
 KO0436'SIDE ROAD EASTERLY AND SOUTH FOR 3.9 MILES TO A T-ROAD.  TURN
 KO0436'RIGHT AND GO WEST FOR 0.7 MILE TO A CROSSROAD AND THE AZIMUTH
 KO0436'MARK.  TURN RIGHT AND GO NORTH FOR 0.5 MILE TO THE END OF A
 KO0436'TRACK ROAD, A WHITE WITNESS POST AND THE STATION.
 KO0436'
 KO0436'HEIGHT OF LIGHT ABOVE STATION MARK 6.04 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0362 ***********************************************************************
 KN0362  DESIGNATION -  SOLDIER
 KN0362  PID         -  KN0362
 KN0362  STATE/COUNTY-  UT/UTAH
 KN0362  COUNTRY     -  US
 KN0362  USGS QUAD   -  SOLDIER SUMMIT (2017)
 KN0362
 KN0362                         *CURRENT SURVEY CONTROL
 KN0362  ______________________________________________________________________
 KN0362* NAD 83(1994) POSITION- 39 53 25.15737(N) 111 06 48.46480(W)   ADJUSTED
 KN0362* NAVD 88 ORTHO HEIGHT -  2740.1   (meters)     8990.    (feet) VERTCON3
 KN0362  ______________________________________________________________________
 KN0362  GEOID HEIGHT    -        -15.856 (meters)                     GEOID18
 KN0362  LAPLACE CORR    -          8.27  (seconds)                    DEFLEC18
 KN0362  HORZ ORDER      -  FIRST
 KN0362
 KN0362.The horizontal coordinates were established by classical geodetic methods
 KN0362.and adjusted by the National Geodetic Survey in November 1997.
 KN0362
 KN0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0362
 KN0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0362.GEOID18 height accuracy estimate available here.
 KN0362
 KN0362.Click photographs - Photos may exist for this station.
 KN0362
 KN0362.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0362
 KN0362. The following values were computed from the NAD 83(1994) position.
 KN0362
 KN0362;                    North         East     Units Scale Factor Converg.
 KN0362;SPC UT C     - 2,172,925.983   533,057.249   MT  0.99989929   +0 14 51.4
 KN0362;SPC UT C     - 7,129,008.00  1,748,871.99   sFT  0.99989929   +0 14 51.4
 KN0362;UTM  12      - 4,415,590.252   490,299.401   MT  0.99960116   -0 04 22.0
 KN0362
 KN0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0362!SPC UT C     -   0.99957280  x   0.99989929  =   0.99947214
 KN0362!UTM  12      -   0.99957280  x   0.99960116  =   0.99917413
 KN0362
 KN0362:                Primary Azimuth Mark                     Grid Az
 KN0362:SPC UT C     -  TUCKER RESET                             332 06 59.1
 KN0362:UTM  12      -  TUCKER RESET                             332 26 12.5
 KN0362
 KN0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK9029915590(NAD 83)
 KN0362
 KN0362|---------------------------------------------------------------------|
 KN0362| PID    Reference Object                     Distance      Geod. Az  |
 KN0362|                                                           dddmmss.s |
 KN0362| CM6037 SOLDIER RM 1                         10.413 METERS 08642     |
 KN0362| CM6038 SOLDIER RM 2                         10.623 METERS 31733     |
 KN0362| KN0363 TUCKER RESET                        APPROX. 1.2 KM 3322150.5 |
 KN0362|---------------------------------------------------------------------|
 KN0362
 KN0362                          SUPERSEDED SURVEY CONTROL
 KN0362
 KN0362  NAD 83(1993)-  39 53 25.15739(N)    111 06 48.46244(W) AD(       ) 1
 KN0362  NAD 83(1986)-  39 53 25.14704(N)    111 06 48.45910(W) AD(       ) 1
 KN0362  NAD 27      -  39 53 25.28848(N)    111 06 45.85023(W) AD(       ) 1
 KN0362  NGVD 29 (07/19/86) 2738.7    (m)         8985.     (f) VERT ANG       
 KN0362
 KN0362.Superseded values are not recommended for survey control.
 KN0362
 KN0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0362.See file dsdata.pdf to determine how the superseded data were derived.
 KN0362
 KN0362_MARKER: DS = TRIANGULATION STATION DISK
 KN0362_SETTING: 80 = SET IN A BOULDER
 KN0362
 KN0362  HISTORY     - Date     Condition        Report By
 KN0362  HISTORY     - 1974     MONUMENTED       NGS
 KN0362
 KN0362                          STATION DESCRIPTION
 KN0362
 KN0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 KN0362'THE STATION IS LOCATED ABOUT 25.0 MILES NORTH-NORTHWEST OF PRICE,
 KN0362'4.0 MILES SOUTHWEST OF SOLDIER SUMMIT, 6.0 MILES NORTHWEST OF THE
 KN0362'JUNCTION OF STATE HIGHWAYS 6 AND 50, ON TOP OF A SAGEBRUSH COVERED
 KN0362'MOUNTAIN, ON PROPERTY OWNED BY MR. JOE JACKSON, ROUTE 3, BOX 707,
 KN0362'PROVO, UTAH.  PHONE NUMBER 225-5376.
 KN0362'
 KN0362'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 96 AND
 KN0362'U.S. HIGHWAYS 6 AND 50, ABOUT 6.0 MILES SOUTH-SOUTHWEST OF SOLDIER
 KN0362'SUMMIT, GO SOUTHWEST ON STATE HIGHWAY 96 CROSSING RAILROAD TRACKS
 KN0362'FOR 4.6 MILES TO A SIDEROAD RIGHT, AND GATE.  PASS THROUGH GATE
 KN0362'AND GO NORTHERLY ON TRACK ROAD 0.1 MILE TO A FORK.  KEEP RIGHT
 KN0362'FORK UP MOUNTAIN FOR 1.05 MILES TO A FORK.  KEEP RIGHT FORK
 KN0362'NORTHERLY, FOR 0.25 MILE TO A FORK.  TAKE LEFT FORK NORTHERLY FOR
 KN0362'0.65 MILE TO A GATE IN A RAIL FENCE.  PASS THROUGH AND GO
 KN0362'WESTERLY 0.6 MILE TO A SIDEROAD LEFT.  BEAR LEFT AND GO
 KN0362'NORTHWESTERLY ON TRACK ROAD 0.2 MILE TO A CURVE AT EDGE OF
 KN0362'ASPEN TREES AND DIM TRACK ROAD ON THE LEFT.  (TO REACH TUCKER
 KN0362'(USGS) WHICH WAS USED AS AN AZIMUTH MARK, GO NORTHWEST ON TRACK
 KN0362'ROAD FOR 0.7 MILE TO THE TOP OF THE HILL AND THE MARK ON THE
 KN0362'RIGHT.) TURN LEFT AND GO SOUTHWESTERLY FOR 0.15 MILE TO THE
 KN0362'STATION.
 KN0362'
 KN0362'THE STATION MARK IS A STANDARD DISK STAMPED SOLDIER 1974, CEMENTED
 KN0362'IN A DRILL HOLE IN A BURIED BOULDER THAT IS ABOUT 1.0 FOOT BELOW
 KN0362'GROUND LEVEL.  IT IS 3.8 FEET NORTH OF A METAL WITNESS POST.
 KN0362'
 KN0362'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SOLDIER NO 1 1974,
 KN0362'WELDED TO THE TOP OF A 3-INCH DIAMETER IRON PIPE THAT PROJECTS 1.0
 KN0362'FOOT.  IT IS 33.2 FEET EAST OF A METAL WITNESS POST, AND ABOUT 2.0
 KN0362'FEET HIGHER THAN THE STATION.
 KN0362'
 KN0362'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SOLDIER NO 2 1974,
 KN0362'WELDED TO THE TOP OF A 3-INCH DIAMETER IRON PIPE THAT PROJECTS
 KN0362'10-INCHES.  IT IS 38.0 FEET NORTHWEST OF A METAL WITNESS POST,
 KN0362'AND ABOUT 2.0 FEET HIGHER THAN THE STATION.
 KN0362'
 KN0362'TUCKER (USGS) IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 KN0362'TUCKER 1910 1937, CEMENTED IN A DRILL HOLE, IN BEDROCK THAT IS
 KN0362'FLUSH WITH THE GROUND.  IT IS 18.0 FEET EAST OF THE CENTER OF THE
 KN0362'TRACK ROAD.
 KN0362'
 KN0362'THIS MARK CAN BE USED AS AN AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0470 ***********************************************************************
 KN0470  DESIGNATION -  SOLDIER RESET
 KN0470  PID         -  KN0470
 KN0470  STATE/COUNTY-  UT/CARBON
 KN0470  COUNTRY     -  US
 KN0470  USGS QUAD   -  PINE CANYON (2017)
 KN0470
 KN0470                         *CURRENT SURVEY CONTROL
 KN0470  ______________________________________________________________________
 KN0470* NAD 83(1994) POSITION- 39 41 51.78023(N) 110 29 59.79030(W)   ADJUSTED
 KN0470* NAVD 88 ORTHO HEIGHT -  2761.9   (meters)     9061.    (feet) VERTCON3
 KN0470  ______________________________________________________________________
 KN0470  GEOID HEIGHT    -        -16.688 (meters)                     GEOID18
 KN0470  LAPLACE CORR    -          3.08  (seconds)                    DEFLEC18
 KN0470  HORZ ORDER      -  THIRD
 KN0470
 KN0470.The horizontal coordinates were established by classical geodetic methods
 KN0470.and adjusted by the National Geodetic Survey in November 1997.
 KN0470
 KN0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0470
 KN0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0470.GEOID18 height accuracy estimate available here.
 KN0470
 KN0470.Click photographs - Photos may exist for this station.
 KN0470
 KN0470.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0470
 KN0470. The following values were computed from the NAD 83(1994) position.
 KN0470
 KN0470;                    North         East     Units Scale Factor Converg.
 KN0470;SPC UT C     - 2,151,951.127   585,763.983   MT  0.99990168   +0 38 26.2
 KN0470;SPC UT C     - 7,060,192.99  1,921,794.00   sFT  0.99990168   +0 38 26.2
 KN0470;UTM  12      - 4,394,327.112   542,872.545   MT  0.99962263   +0 19 09.9
 KN0470
 KN0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0470!SPC UT C     -   0.99956950  x   0.99990168  =   0.99947122
 KN0470!UTM  12      -   0.99956950  x   0.99962263  =   0.99919229
 KN0470
 KN0470:                Primary Azimuth Mark                     Grid Az
 KN0470:SPC UT C     -  MYRTLE                                   308 13 51.4
 KN0470:UTM  12      -  MYRTLE                                   308 33 07.7
 KN0470
 KN0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ4287294327(NAD 83)
 KN0470
 KN0470|---------------------------------------------------------------------|
 KN0470| PID    Reference Object                     Distance      Geod. Az  |
 KN0470|                                                           dddmmss.s |
 KN0470| KN0504 MYRTLE                              APPROX.11.5 KM 3085217.6 |
 KN0470|---------------------------------------------------------------------|
 KN0470
 KN0470                          SUPERSEDED SURVEY CONTROL
 KN0470
 KN0470  NAD 83(1993)-  39 41 51.77623(N)    110 29 59.78734(W) AD(       ) 3
 KN0470  NAD 83(1986)-  39 41 51.76613(N)    110 29 59.78361(W) AD(       ) 3
 KN0470  NAD 27      -  39 41 51.89432(N)    110 29 57.21697(W) AD(       ) 3
 KN0470  NGVD 29 (07/19/86) 2760.6    (m)         9057.     (f) VERT ANG       
 KN0470
 KN0470.Superseded values are not recommended for survey control.
 KN0470
 KN0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0470.See file dsdata.pdf to determine how the superseded data were derived.
 KN0470
 KN0470
 KN0470  HISTORY     - Date     Condition        Report By
 KN0470  HISTORY     - 1966     MONUMENTED       USGS
 KN0470  HISTORY     - 1972     GOOD             USGS
 KN0470
 KN0470                          STATION DESCRIPTION
 KN0470
 KN0470'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KN0470'LOCATED ABOUT 2 MI. NW. OF THE HEAD OF COW CANYON, ABOUT 1.5 MI. N. OF
 KN0470'THE HEAD OF PACE CREEK, ON A BARE TOP ON THE ROAN CLIFFS.
 KN0470'
 KN0470'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 53 AND U.S. HIGHWAYS 6
 KN0470'AND 50 (WHICH IS ABOUT 2.5 MI. E. OF THE WELLINGTON POST OFFICE), GO
 KN0470'N. ALONG STATE HIGHWAY 53 FOR 12.6 MI. TO A COAL MINE, CONTINUE
 KN0470'STRAIGHT AHEAD FOR 1.6 MI. TO A RD. FORK, TAKE RIGHT FORK AND CROSS
 KN0470'SOLDIER CREEK AND GO 3.9 MI. UP PINE CANYON TO A THREE-WAY RD. FORK,
 KN0470'TAKE LEFT FORK, WHICH GOES (N.) UP A BLUFF FOR 2.6 MI. TO A RD. FORK,
 KN0470'CONTINUE STRAIGHT AHEAD ON RIGHT FORK FOR 0.4 MI. TO A RD. FORK,
 KN0470'TAKE RIGHT FORK FOR 1.3 MI. TO A RD. FORK WHICH IS ABOUT 300 FT. W.
 KN0470'OF A GATE ACROSS THE MAIN RD., TAKE RIGHT FORK FOR 0.4 MI. TO THE END
 KN0470'OF THE RD. AT A BLUFF, TURN NW. AND FOLLOW RIDGE FOR 0.3 MI. TO THE
 KN0470'HIGHEST POINT AND STATION.
 KN0470'
 KN0470'RECOVERED.
 KN0470'
 KN0470'STATION MARK--STANDARD TABLET, STAMPED ---SOLDIER 1910 1966---,
 KN0470'CEMENTED IN A BOULDER (LOCATED IN THE EXACT POSITION OF THE OLD
 KN0470'CHISELED CROSS STATION MARK).
 KN0470'
 KN0470'REFERENCE MARK NO. 1--STANDARD STATION MARK TABLET, STAMPED ---VA
 KN0470'9220---, SET IN A ROCK LEDGE.
 KN0470'
 KN0470'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 KN0470'2 1966---, CEMENTED IN A BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0350 ***********************************************************************
 JN0350  DESIGNATION -  SOLOMON
 JN0350  PID         -  JN0350
 JN0350  STATE/COUNTY-  UT/SEVIER
 JN0350  COUNTRY     -  US
 JN0350  USGS QUAD   -  GEYSER PEAK (2017)
 JN0350
 JN0350                         *CURRENT SURVEY CONTROL
 JN0350  ______________________________________________________________________
 JN0350* NAD 83(1994) POSITION- 38 34 05.02547(N) 111 29 00.10640(W)   ADJUSTED
 JN0350* NAVD 88 ORTHO HEIGHT -  2906.5   (meters)     9536.    (feet) VERTCON3
 JN0350  ______________________________________________________________________
 JN0350  GEOID HEIGHT    -        -17.536 (meters)                     GEOID18
 JN0350  LAPLACE CORR    -         -9.26  (seconds)                    DEFLEC18
 JN0350  HORZ ORDER      -  SECOND
 JN0350
 JN0350.The horizontal coordinates were established by classical geodetic methods
 JN0350.and adjusted by the National Geodetic Survey in November 1997.
 JN0350
 JN0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0350
 JN0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0350.GEOID18 height accuracy estimate available here.
 JN0350
 JN0350.Click photographs - Photos may exist for this station.
 JN0350
 JN0350.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0350
 JN0350. The following values were computed from the NAD 83(1994) position.
 JN0350
 JN0350;                    North         East     Units Scale Factor Converg.
 JN0350;SPC UT C     - 2,026,061.172   501,450.139   MT  1.00014084   +0 00 38.4
 JN0350;SPC UT C     - 6,647,169.03  1,645,174.33   sFT  1.00014084   +0 00 38.4
 JN0350;SPC UT S     - 3,211,034.921   501,450.000   MT  1.00004486   +0 00 36.7
 JN0350;SPC UT S     -10,534,870.40  1,645,173.88   sFT  1.00004486   +0 00 36.7
 JN0350;UTM  12      - 4,268,956.544   457,891.364   MT  0.99962184   -0 18 04.9
 JN0350
 JN0350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0350!SPC UT C     -   0.99954692  x   1.00014084  =   0.99968770
 JN0350!SPC UT S     -   0.99954692  x   1.00004486  =   0.99959176
 JN0350!UTM  12      -   0.99954692  x   0.99962184  =   0.99916893
 JN0350
 JN0350:                Primary Azimuth Mark                     Grid Az
 JN0350:SPC UT C     -  SOLOMON AZ MK                            020 39 15.8
 JN0350:SPC UT S     -  SOLOMON AZ MK                            020 39 17.5
 JN0350:UTM  12      -  SOLOMON AZ MK                            020 57 59.1
 JN0350
 JN0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH5789168956(NAD 83)
 JN0350
 JN0350|---------------------------------------------------------------------|
 JN0350| PID    Reference Object                     Distance      Geod. Az  |
 JN0350|                                                           dddmmss.s |
 JN0350| CM6039 SOLOMON AZ MK                                      0203954.2 |
 JN0350| CM6040 SOLOMON RM 1                         10.869 METERS 21837     |
 JN0350| CM6041 SOLOMON RM 2                          5.508 METERS 29922     |
 JN0350|---------------------------------------------------------------------|
 JN0350
 JN0350                          SUPERSEDED SURVEY CONTROL
 JN0350
 JN0350  NAD 83(1986)-  38 34 05.01782(N)    111 29 00.10217(W) AD(       ) 2
 JN0350  NAD 27      -  38 34 05.10400(N)    111 28 57.45500(W) AD(       ) 2
 JN0350  NGVD 29 (07/19/86) 2905.0    (m)         9531.     (f) VERT ANG       
 JN0350
 JN0350.Superseded values are not recommended for survey control.
 JN0350
 JN0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0350.See file dsdata.pdf to determine how the superseded data were derived.
 JN0350
 JN0350_MARKER: DS = TRIANGULATION STATION DISK
 JN0350_SETTING: 80 = SET IN A BOULDER
 JN0350_STAMPING: SOLOMON 1938
 JN0350_MARK LOGO: CGS
 JN0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0350+STABILITY: SURFACE MOTION
 JN0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0350+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2011
 JN0350
 JN0350  HISTORY     - Date     Condition        Report By
 JN0350  HISTORY     - 1938     MONUMENTED       CGS
 JN0350  HISTORY     - 20040723 GOOD             INDIV
 JN0350  HISTORY     - 20110701 GOOD             GEOCAC
 JN0350
 JN0350                          STATION DESCRIPTION
 JN0350
 JN0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JN0350'ABOUT 28 MILES SW OF EMERY, UTAH, AND 10.5 MILES NE OF FREMONT,
 JN0350'UTAH, AND ABOUT 0.5 MILE E OF UTAH 72.  IT IS LOCATED ON
 JN0350'SHARP, BARE PEAK ON N END OF THOUSAND LAKE MTS.  THIS PEAK
 JN0350'IS SECOND PEAK S OF HIGHWAY AND THERE ARE HIGHER PEAKS TO
 JN0350'S OF IT.  GROUND SLOPES STEEPLY TO E AND MORE GENTLY TO W.
 JN0350'STATION IS LOCATED ON TOP OF PEAK AND ABOUT 20 PACES E OF E
 JN0350'END OF ASPEN GROVE.
 JN0350'
 JN0350'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 JN0350'DISKS IN BOULDERS AS DESCRIBED IN NOTES 4 AND 12C.
 JN0350'
 JN0350'TO REACH STATION FROM EMERY, UTAH, GO W AND S ON UTAH 10,
 JN0350'GRADED DIRT ROAD, 15.8 MILES TO A FORK AND A SIGN FISH LAKE
 JN0350'45.  THENCE TAKE L FORK, UTAH 72, AND GO S OVER MOUNTAINS
 JN0350'14.45 MILES TO A SMALL CREEK CROSSING ROAD.  THENCE CONTINUE
 JN0350'2.6 MILES TO TOP OF DIVIDE AND A CONCRETE BENCH MARK TO L
 JN0350'SIDE OF ROAD.  BENCH MARK IS A STANDARD COAST SURVEY BENCH
 JN0350'MARK SET IN TOP OF A CONCRETE BLOCK AND STAMPED Q 36 1934.
 JN0350'THENCE CONTINUE 0.8 MILE JUST BEYOND AS ASPEN GROVE ON L,
 JN0350'E, SIDE OF ROAD.  HERE LEAVE HIGHWAY, TURN L, E, AND GO
 JN0350'ACROSS SAGEBRUSH FLATS AND BETWEEN ASPEN GROVES TO A SADDLE
 JN0350'BETWEEN TWO LOW PEAKS ABOUT 0.5 MILE AND END OF TRUCK
 JN0350'TRAVEL.  FROM HERE PACK SOUTHERLY UP PEAK TO STATION SITE.
 JN0350'
 JN0350'REFERENCE MARK NO. 1 IS SW OF STATION AT ABOUT SAME ELEVATION.
 JN0350'REFERENCE MARK NO. 2 IS WNW OF STATION AND ABOUT ONE FOOT
 JN0350'LOWER IN ELEVATION.  AZIMUTH MARK IS NNE OF STATION ABOUT
 JN0350'1/2 MILE DISTANT.  IT IS ABOUT 100 FEET LOWER IN ELEVATION.
 JN0350'IT IS ON TOP OF FIRST PEAK N OF STATION.  THERE IS A ROCK
 JN0350'CAIRN BUILT BESIDE AZIMUTH MARK.
 JN0350
 JN0350                          STATION RECOVERY (2004)
 JN0350
 JN0350'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HDM)
 JN0350'RECOVERED STATION MARK, BOTH RMS AND AZIMUTH MARK.  TRACK ROAD TO
 JN0350'SADDLE BETWEEN STATION AND AZIMUTH MARK IS CLOSED.
 JN0350
 JN0350                          STATION RECOVERY (2011)
 JN0350
 JN0350'RECOVERY NOTE BY GEOCACHING 2011 (JAC)
 JN0350'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0542 ***********************************************************************
 JO0542  DESIGNATION -  SOLUS
 JO0542  PID         -  JO0542
 JO0542  STATE/COUNTY-  UT/BEAVER
 JO0542  COUNTRY     -  US
 JO0542  USGS QUAD   -  LIME MOUNTAIN (2017)
 JO0542
 JO0542                         *CURRENT SURVEY CONTROL
 JO0542  ______________________________________________________________________
 JO0542* NAD 83(1994) POSITION- 38 32 18.03920(N) 113 07 06.93957(W)   ADJUSTED
 JO0542* NAVD 88 ORTHO HEIGHT -  2102.8   (meters)     6899.    (feet) VERTCON3
 JO0542  ______________________________________________________________________
 JO0542  GEOID HEIGHT    -        -20.617 (meters)                     GEOID18
 JO0542  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 JO0542  HORZ ORDER      -  THIRD
 JO0542
 JO0542.The horizontal coordinates were established by classical geodetic methods
 JO0542.and adjusted by the National Geodetic Survey in November 1997.
 JO0542
 JO0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0542
 JO0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0542.GEOID18 height accuracy estimate available here.
 JO0542
 JO0542.Click photographs - Photos may exist for this station.
 JO0542
 JO0542.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0542
 JO0542. The following values were computed from the NAD 83(1994) position.
 JO0542
 JO0542;                    North         East     Units Scale Factor Converg.
 JO0542;SPC UT S     - 3,208,956.991   358,882.124   MT  1.00003789   -0 59 30.1
 JO0542;SPC UT S     -10,528,053.06  1,177,432.44   sFT  1.00003789   -0 59 30.1
 JO0542;UTM  12      - 4,267,675.660   315,351.550   MT  1.00001989   -1 19 13.2
 JO0542
 JO0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0542!SPC UT S     -   0.99967340  x   1.00003789  =   0.99971127
 JO0542!UTM  12      -   0.99967340  x   1.00001989  =   0.99969328
 JO0542
 JO0542:                Primary Azimuth Mark                     Grid Az
 JO0542:SPC UT S     -  BEAVER                                   351 47 05.0
 JO0542:UTM  12      -  BEAVER                                   352 06 48.1
 JO0542
 JO0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH1535167675(NAD 83)
 JO0542
 JO0542|---------------------------------------------------------------------|
 JO0542| PID    Reference Object                     Distance      Geod. Az  |
 JO0542|                                                           dddmmss.s |
 JO0542| JO0543 BEAVER                              APPROX.13.6 KM 3504734.9 |
 JO0542|---------------------------------------------------------------------|
 JO0542
 JO0542                          SUPERSEDED SURVEY CONTROL
 JO0542
 JO0542  NAD 83(1986)-  38 32 18.03506(N)    113 07 06.93711(W) AD(       ) 3
 JO0542  NAD 27      -  38 32 18.16602(N)    113 07 04.07341(W) AD(       ) 3
 JO0542  NGVD 29 (07/19/86) 2101.6    (m)         6895.     (f) VERT ANG       
 JO0542
 JO0542.Superseded values are not recommended for survey control.
 JO0542
 JO0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0542.See file dsdata.pdf to determine how the superseded data were derived.
 JO0542
 JO0542_MARKER: DB = BENCH MARK DISK
 JO0542_SETTING: 66 = SET IN ROCK OUTCROP
 JO0542_STAMPING: SOLUS 1903 1957
 JO0542_MARK LOGO: USGS
 JO0542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0542+STABILITY: POSITION/ELEVATION WELL
 JO0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0542+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2020
 JO0542
 JO0542  HISTORY     - Date     Condition        Report By
 JO0542  HISTORY     - 1903     MONUMENTED       USGS
 JO0542  HISTORY     - 1957     GOOD             USGS
 JO0542  HISTORY     - 20200324 GOOD             INDIV
 JO0542
 JO0542                          STATION DESCRIPTION
 JO0542
 JO0542'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 JO0542'LOCATED ABOUT 12.0 MI. NNW. OF MILFORD, 7.5 MI. W. OF UNION PACIFIC
 JO0542'RAILROAD SIDING ---MURDOCK---, ON HIGHEST POINT OF LIGHT COLORED,
 JO0542'CONE SHAPED PROMINENT HIGH HILL KNOWN AS LIME MOUNTAINS.
 JO0542'
 JO0542'TO REACH FROM MILFORD POST OFFICE, DRIVE W. ON STATE HIGHWAY 21 FOR
 JO0542'1.2 MI., TURN RIGHT (N.) OFF HIGHWAY ON W. SIDE OF CATTLEGUARD AND GO
 JO0542'3.2 MI. TO FORKS, CONTINUE STRAIGHT AHEAD (RIGHT FORK) 4.8 MI. TO SIDE
 JO0542'RD. ON LEFT, GO 0.1 MI. S. OF SMALL DARK KNOLL, TURN LEFT (NW.) ON
 JO0542'SIDE RD. 1.0 MI. TO FORKS, CONTINUE STRAIGHT AHEAD (LEFT FORK) 2.1 MI.
 JO0542'TO FORKS NEAR SUMMIT OF RIDGE, TAKE RIGHT FORK 0.8 MI. TO AN
 JO0542'ABANDONED MINE AND END TRUCK TRAVEL.  PACK E. ALONG SIDE HILL TO
 JO0542'SADDLE, THENCE N. UP STEEP HILL TO HIGHEST POINT AND STATION.  ABOUT
 JO0542'30 MINUTE PACK.
 JO0542'
 JO0542'NOTE--THE MINERAL MONUMENT (4 FT. FROM STATION) MENTIONED IN PREVIOUS
 JO0542'DESCRIPTION COULD NOT BE FOUND.
 JO0542'
 JO0542'STATION MARK--STANDARD ALUMINUM BENCH MARK TABLET, STAMPED ---SOLUS
 JO0542'1903 1957---.
 JO0542'
 JO0542'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---RM
 JO0542'NO 1 1957---, CEMENTED IN BEDROCK.
 JO0542'
 JO0542'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---RM
 JO0542'NO 2 1957---, CEMENTED IN BEDROCK.
 JO0542
 JO0542                          STATION RECOVERY (1957)
 JO0542
 JO0542'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JO0542'LOCATED ABOUT 12.0 MI. NNW. OF MILFORD, 7.5 MI. W. OF UNION PACIFIC
 JO0542'RAILROAD SIDING ---MURDOCK---, ON HIGHEST POINT OF LIGHT COLORED,
 JO0542'CONE SHAPED, PROMINENT HIGH HILL KNOWN AS LIME MOUNTAINS.
 JO0542'
 JO0542'TO REACH FROM MILFORD POST OFFICE, DRIVE W. ON STATE HIGHWAY 21 FOR
 JO0542'1.2 MI., TURN RIGHT (N.) OFF HIGHWAY ON W. SIDE OF CATTLEGUARD AND GO
 JO0542'3.2 MI. TO FORKS, CONTINUE STRAIGHT AHEAD (RIGHT FORK) 4.8 MI. TO SIDE
 JO0542'RD. ON LEFT, GO 0.1 MI. S. OF SMALL DARK KNOLL, TURN LEFT (NW.) ON
 JO0542'SIDE RD. 1.0 MI. TO FORKS, CONTINUE STRAIGHT AHEAD (LEFT FORK) 2.1 MI.
 JO0542'TO FORKS NEAR SUMMIT OF RIDGE, TAKE RIGHT FORK 0.8 MI. TO AN ABANDONED
 JO0542'MINE AND END TRUCK TRAVEL.  PACK E. ALONG SIDEHILL TO SADDLE, THENCE
 JO0542'N. UP STEEP HILL TO HIGHEST POINT AND STATION.  ABOUT 30 MINUTE PACK.
 JO0542'
 JO0542'STATION MARK--STANDARD ALUMINUM BENCH MARK TABLET, STAMPED ---SOLUS
 JO0542'1903 1957---.
 JO0542'
 JO0542'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---RM
 JO0542'NO 1 1957---, CEMENTED IN BEDROCK.
 JO0542'
 JO0542'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---RM
 JO0542'NO 2 1957---, CEMENTED IN BEDROCK.
 JO0542'
 JO0542'NOTE--THE MINERAL MONUMENT (4 FT. FROM STATION) MENTIONED IN PREVIOUS
 JO0542'DESCRIPTION COULD NOT BE FOUND.
 JO0542
 JO0542                          STATION RECOVERY (2020)
 JO0542
 JO0542'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (TWG)
 JO0542'TO REACH DIRECTIONS WORK WELL.  FOR FUTURE RECOVERY REFERENCE MARK 1
 JO0542'IS LOCATED 18 FT (5.5 M) SOUTH OF THE STATION MARK, REFERENCE MARK 2
 JO0542'IS LOCATED 36 FT (11.0 M) WEST OF THE STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0722 ***********************************************************************
 LO0722  DESIGNATION -  SON
 LO0722  PID         -  LO0722
 LO0722  STATE/COUNTY-  UT/SUMMIT
 LO0722  COUNTRY     -  US
 LO0722  USGS QUAD   -  PARK CITY EAST (2017)
 LO0722
 LO0722                         *CURRENT SURVEY CONTROL
 LO0722  ______________________________________________________________________
 LO0722* NAD 83(1994) POSITION- 40 44 27.95986(N) 111 25 29.53450(W)   ADJUSTED
 LO0722* NAVD 88 ORTHO HEIGHT -  2180.6   (meters)     7154.    (feet) VERTCON3
 LO0722  ______________________________________________________________________
 LO0722  GEOID HEIGHT    -        -15.590 (meters)                     GEOID18
 LO0722  LAPLACE CORR    -          1.42  (seconds)                    DEFLEC18
 LO0722  HORZ ORDER      -  THIRD
 LO0722
 LO0722.The horizontal coordinates were established by classical geodetic methods
 LO0722.and adjusted by the National Geodetic Survey in November 1997.
 LO0722
 LO0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0722
 LO0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0722.GEOID18 height accuracy estimate available here.
 LO0722
 LO0722.Click photographs - Photos may exist for this station.
 LO0722
 LO0722.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0722
 LO0722. The following values were computed from the NAD 83(1994) position.
 LO0722
 LO0722;                    North         East     Units Scale Factor Converg.
 LO0722;SPC UT N     - 1,045,284.803   506,345.662   MT  0.99999615   +0 02 58.3
 LO0722;SPC UT N     - 3,429,405.22  1,661,235.73   sFT  0.99999615   +0 02 58.3
 LO0722;UTM  12      - 4,510,104.152   464,128.222   MT  0.99961584   -0 16 38.2
 LO0722
 LO0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0722!SPC UT N     -   0.99966050  x   0.99999615  =   0.99965665
 LO0722!UTM  12      -   0.99966050  x   0.99961584  =   0.99927647
 LO0722
 LO0722:                Primary Azimuth Mark                     Grid Az
 LO0722:SPC UT N     -  BIG                                      157 52 25.4
 LO0722:UTM  12      -  BIG                                      158 12 01.9
 LO0722
 LO0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL6412810104(NAD 83)
 LO0722
 LO0722|---------------------------------------------------------------------|
 LO0722| PID    Reference Object                     Distance      Geod. Az  |
 LO0722|                                                           dddmmss.s |
 LO0722| LO0721 BIG                                 APPROX. 7.7 KM 1575523.7 |
 LO0722|---------------------------------------------------------------------|
 LO0722
 LO0722                          SUPERSEDED SURVEY CONTROL
 LO0722
 LO0722  NAD 83(1993)-  40 44 27.96017(N)    111 25 29.53300(W) AD(       ) 3
 LO0722  NAD 83(1986)-  40 44 27.94679(N)    111 25 29.52414(W) AD(       ) 3
 LO0722  NAD 27      -  40 44 28.13268(N)    111 25 26.81204(W) AD(       ) 3
 LO0722  NGVD 29 (07/19/86) 2179.3    (m)         7150.     (f) VERT ANG       
 LO0722
 LO0722.Superseded values are not recommended for survey control.
 LO0722
 LO0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0722.See file dsdata.pdf to determine how the superseded data were derived.
 LO0722
 LO0722_MARKER: DB = BENCH MARK DISK
 LO0722_SETTING: 80 = SET IN A BOULDER
 LO0722_STAMPING: SON 1954
 LO0722_MARK LOGO: USGS
 LO0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0722+STABILITY: SURFACE MOTION
 LO0722
 LO0722  HISTORY     - Date     Condition        Report By
 LO0722  HISTORY     - 1954     MONUMENTED       USGS
 LO0722
 LO0722                          STATION DESCRIPTION
 LO0722
 LO0722'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LO0722'LOCATED ABOUT 11 MI. NW. OF KAMAS, 3 MI. SE. OF ROCKPORT AND 2.5 MI.
 LO0722'E. OF ATKINSON ON HIGHEST NE. END OF A LONG BROAD ROCKY RIDGE.
 LO0722'
 LO0722'STATION REACHED BY HELICOPTER.
 LO0722'
 LO0722'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 189 AND 196, ABOUT 1 MI.
 LO0722'NW. OF PEOA, DRIVE NW. ON U.S. HIGHWAY 189 FOR 3.3 MI. TO DIRT T-RD.
 LO0722'TURN LEFT SW. 0.5 MI. TO Y-RD. TURN LEFT SW. 1.5 MI. TO Y-RD. AND END
 LO0722'OF TRAVEL FOR 2 WHEEL DRIVE TRUCKS.  STATION IS 0.5 MI. S. OF THIS
 LO0722'POINT ON END OF TOP.  FOR 4 WHEEL DRIVE TRUCKS, GO 1 MI. FURTHER AND
 LO0722'TURN LEFT OFF RD. AND CROSS COUNTRY PICKING WAY TO RIDGE, TURN LEFT ON
 LO0722'RIDGE NE. A TOTAL OF 1.3 MI. FROM TURN OFF TO STATION.
 LO0722'
 LO0722'STATION MARK - EXISTING STANDARD VABM TABLET ADDITIONALLY STAMPED
 LO0722'---SON 1954--- CEMENTED IN TOP OF 3 FT. BOULDER.
 LO0722'
 LO0722'NOTE - THIS IS AN OLD VABM TABLET AND IS BATTERED AND STAMPED WITH
 LO0722'SEVERAL INITIALS.
 LO0722'
 LO0722'REFERENCE MARK NO.1 - CHISELED CROSS ON ROCK, 17.64 FT. FROM STATION
 LO0722'MARK, S 64 DEG 01 MIN W.
 LO0722'
 LO0722'REFERENCE MARK NO.2 - CHISELED CROSS ON ROCK 17.58 FT. FROM STATION
 LO0722'MARK, N 06 DEG 39 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0473 ***********************************************************************
 KO0473  FBN         -  This is a Federal Base Network Control Station.
 KO0473  DESIGNATION -  SORENSON
 KO0473  PID         -  KO0473
 KO0473  STATE/COUNTY-  UT/MILLARD
 KO0473  COUNTRY     -  US
 KO0473  USGS QUAD   -  ESKDALE (2017)
 KO0473
 KO0473                         *CURRENT SURVEY CONTROL
 KO0473  ______________________________________________________________________
 KO0473* NAD 83(2011) POSITION- 39 03 04.71555(N) 113 58 05.25280(W)   ADJUSTED
 KO0473* NAD 83(2011) ELLIP HT-  1514.258 (meters)        (06/27/12)   ADJUSTED
 KO0473* NAD 83(2011) EPOCH   -  2010.00
 KO0473* NAVD 88 ORTHO HEIGHT -  1535.0   (meters)     5036.    (feet) GPS OBS
 KO0473  ______________________________________________________________________
 KO0473  NAVD 88 orthometric height was determined with geoid model    GEOID09
 KO0473  GEOID HEIGHT    -        -20.689 (meters)                     GEOID09
 KO0473  GEOID HEIGHT    -        -20.624 (meters)                     GEOID18
 KO0473  NAD 83(2011) X  - -2,015,265.025 (meters)                     COMP
 KO0473  NAD 83(2011) Y  - -4,533,144.601 (meters)                     COMP
 KO0473  NAD 83(2011) Z  -  3,997,696.215 (meters)                     COMP
 KO0473  LAPLACE CORR    -          2.53  (seconds)                    DEFLEC18
 KO0473
 KO0473  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KO0473  Standards:
 KO0473         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KO0473            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KO0473  -------------------------------------------------------------------
 KO0473  NETWORK    0.56   1.20           0.25   0.20   0.61     -0.16060687
 KO0473  -------------------------------------------------------------------
 KO0473  Click here for local accuracies and other accuracy information.
 KO0473
 KO0473.The horizontal coordinates were established by GPS observations
 KO0473.and adjusted by the National Geodetic Survey in June 2012.
 KO0473
 KO0473.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KO0473.been affixed to the stable North American tectonic plate. See 
 KO0473.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KO0473
 KO0473.The horizontal coordinates are valid at the epoch date displayed above
 KO0473.which is a decimal equivalence of Year/Month/Day.
 KO0473
 KO0473.The orthometric height was determined by GPS observations and a
 KO0473.high-resolution geoid model.
 KO0473
 KO0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0473.GEOID18 height accuracy estimate available here.
 KO0473
 KO0473.Click photographs - Photos may exist for this station.
 KO0473
 KO0473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KO0473
 KO0473.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0473
 KO0473.The ellipsoidal height was determined by GPS observations
 KO0473.and is referenced to NAD 83.
 KO0473
 KO0473. The following values were computed from the NAD 83(2011) position.
 KO0473
 KO0473;                    North         East     Units Scale Factor Converg.
 KO0473;SPC UT C     - 2,082,657.989   286,378.545   MT  0.99999163   -1 34 51.7
 KO0473;SPC UT C     - 6,832,853.75    939,560.28   sFT  0.99999163   -1 34 51.7
 KO0473;UTM  12      - 4,326,664.078   243,146.589   MT  1.00041244   -1 52 15.6
 KO0473;UTM  11      - 4,326,846.261   762,371.085   MT  1.00044772   +1 54 40.4
 KO0473
 KO0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0473!SPC UT C     -   0.99976248  x   0.99999163  =   0.99975411
 KO0473!UTM  12      -   0.99976248  x   1.00041244  =   1.00017482
 KO0473!UTM  11      -   0.99976248  x   1.00044772  =   1.00021009
 KO0473
 KO0473:                Primary Azimuth Mark                     Grid Az
 KO0473:SPC UT C     -  SORENSON AZ MK                           099 35 38.0
 KO0473:UTM  12      -  SORENSON AZ MK                           099 53 01.9
 KO0473:UTM  11      -  SORENSON AZ MK                           096 06 05.9
 KO0473
 KO0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ4314626664(NAD 83)
 KO0473
 KO0473|---------------------------------------------------------------------|
 KO0473| PID    Reference Object                     Distance      Geod. Az  |
 KO0473|                                                           dddmmss.s |
 KO0473| CM6043 SORENSON RM 1                        11.770 METERS 02108     |
 KO0473| CM6042 SORENSON AZ MK                                     0980046.3 |
 KO0473| CM6044 SORENSON RM 2                        13.822 METERS 11919     |
 KO0473|---------------------------------------------------------------------|
 KO0473
 KO0473                          SUPERSEDED SURVEY CONTROL
 KO0473
 KO0473  NAD 83(2007)-  39 03 04.71513(N)    113 58 05.25286(W) AD(2002.00) 0
 KO0473  ELLIP H (02/10/07) 1514.263  (m)                       GP(2002.00)    
 KO0473  ELLIP H (06/28/00) 1514.277  (m)                       GP(       ) 4 1
 KO0473  NAD 83(1994)-  39 03 04.71416(N)    113 58 05.25049(W) AD(       ) B
 KO0473  ELLIP H (04/21/95) 1514.407  (m)                       GP(       ) 4 1
 KO0473  NAD 83(1986)-  39 03 04.71014(N)    113 58 05.25222(W) AD(       ) 1
 KO0473  NAD 27      -  39 03 04.89990(N)    113 58 02.29920(W) AD(       ) 1
 KO0473  NAVD 88 (04/21/95) 1534.9    (m)  GEOID93  model used  GPS OBS        
 KO0473  NGVD 29            1533.77   (m)         5032.0    (f) LEVELING    3  
 KO0473
 KO0473.Superseded values are not recommended for survey control.
 KO0473
 KO0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0473.See file dsdata.pdf to determine how the superseded data were derived.
 KO0473
 KO0473_MARKER: DS = TRIANGULATION STATION DISK
 KO0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0473_STAMPING: SORENSON 1957
 KO0473_MARK LOGO: CGS
 KO0473_MAGNETIC: N = NO MAGNETIC MATERIAL
 KO0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0473+STABILITY: SURFACE MOTION
 KO0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0473+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2011
 KO0473
 KO0473  HISTORY     - Date     Condition        Report By
 KO0473  HISTORY     - 1957     MONUMENTED       CGS
 KO0473  HISTORY     - 1958     GOOD             USGS
 KO0473  HISTORY     - 19931123 GOOD             NGS
 KO0473  HISTORY     - 19990203 GOOD             NGS
 KO0473  HISTORY     - 20030830 GOOD             INDIV
 KO0473  HISTORY     - 20111126 GOOD             GEOCAC
 KO0473
 KO0473                          STATION DESCRIPTION
 KO0473
 KO0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0473'THE STATION IS LOCATED AIRLINE, ABOUT 8 MILES NORTH-NORTHEAST
 KO0473'OF GARRISON AND ABOUT 8 MILES EAST-NORTHEAST OF BAKER, ALONG
 KO0473'THE NORTH SIDE OF U.S. HIGHWAY 50 AND 6.
 KO0473'
 KO0473'THE STATION IS A STANDARD DISK STAMPED SORENSON 1957 SET IN
 KO0473'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 KO0473'4 INCHES ABOVE THE GROUND.  IT IS 108 FEET NORTH OF THE CENTER
 KO0473'LINE OF THE HIGHWAY AND 12.5 FEET NORTH OF A WHITE WITNESS POST.
 KO0473'
 KO0473'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SORENSON
 KO0473'NO 1 1957 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 KO0473'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 KO0473'ELEVATION AS THE STATION.  IT IS 142 FEET NORTH OF THE CENTER
 KO0473'LINE OF THE HIGHWAY.
 KO0473'
 KO0473'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SORENSON
 KO0473'NO 2 1957 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 KO0473'WHICH PROJECTS ABOUT 5 INCHES ABOVE THE GROUND AND IS ABOUT
 KO0473'THE SAME ELEVATION AS THE STATION.  IT IS 96 FEET NORTH OF
 KO0473'THE CENTER LINE OF THE HIGHWAY.
 KO0473'
 KO0473'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SORENSON 1957 SET
 KO0473'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KO0473'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 51 FEET SOUTH OF THE
 KO0473'CENTER LINE OF THE HIGHWAY.
 KO0473'
 KO0473'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 KO0473'HIGHWAY 50 AND 6 FOR 0.8 MILE TO THE AZIMUTH MARK ON THE
 KO0473'RIGHT, SOUTH SIDE.
 KO0473'
 KO0473'TO REACH THE STATION FROM THE POST OFFICE IN BAKER, GO NORTH
 KO0473'ON STATE HIGHWAY 73 FOR 4.7 MILES TO THE JUNCTION WITH U.S.
 KO0473'HIGHWAY 50 AND 6.  TURN RIGHT AND GO EAST ON U.S. HIGHWAY 50
 KO0473'AND 6 FOR 10.7 MILES TO A WHITE WITNESS POST ON THE LEFT,
 KO0473'NORTH SIDE AND THE STATION.
 KO0473'
 KO0473'HEIGHT OF LIGHT ABOVE STATION MARK 3.09 METERS.
 KO0473
 KO0473                          STATION RECOVERY (1958)
 KO0473
 KO0473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 KO0473'RECOVERED IN GOOD CONDITION.
 KO0473'
 KO0473'STATION MARK--STANDARD DISK, STAMPED ---SORENSON 1957---, SET IN TOP
 KO0473'OF A 10 IN. SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 IN. ABOVE
 KO0473'THE GROUND.
 KO0473
 KO0473                          STATION RECOVERY (1993)
 KO0473
 KO0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 KO0473'NOTE--CONCRETE STATION POST IS CRACKING DUE TO WEATHERING.  NEXT
 KO0473'OBSERVER SHOULD TAKE SOMETHING TO COVER CRACKS.  THERE IS AN 'IN USE'
 KO0473'TARGET OVER THE STATION, DO NOT DESTROY OR CUT GUY WIRES.  UNDO WIRE
 KO0473'GUYS AND LAY TARGET ON THE GROUND. STATION IS LOCATED ABOUT 130 KM
 KO0473'(80.75 MI) WEST-SOUTHWEST OF DELTA, 15 KM (9.30 MI) NORTHEAST OF
 KO0473'BAKER, NEVADA, 7.1 KM (4.40 MI) EAST OF THE NEVADA-UTAH STATE LINE,
 KO0473'0.54 KM (0.35 MI) WEST OF A GRAVEL ROAD LEADING NORTH TO ESKDALE,
 KO0473'ALONG US HIGHWAY 50, AT MILE 4.7, ON A SLIGHT EASTBOUND HIGHWAY
 KO0473'UPGRADE, IN A FLAT AREA WITH VERY LOW BRUSH, JUST EAST OF A SLIGHT
 KO0473'DROP IN TERRAIN, IN EAST CENTRAL SECTION 22, T 20 S, R 19 W.
 KO0473'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION OR US BUREAU OF LAND
 KO0473'MANAGEMENT. TO REACH FROM THE JUNCTION OF US HIGHWAY 50 AND STATE
 KO0473'HIGHWAY 159, 1.1 KM (0.70 MI) EAST OF THE NEVADA-UTAH STATE LINE, GO
 KO0473'EAST ON HIGHWAY 50 FOR 3.75 KM (2.35 MI) TO A GRADED ROAD LEFT AT
 KO0473'MILEPOST 3. CONTINUE AHEAD FOR 2.23 KM (1.40 MI) TO THE STATION ON THE
 KO0473'LEFT. STATION MARK IS A DISK SET IN THE TOP OF A 25-CM SQUARE CONCRETE
 KO0473'POST PROJECTING 5 CM ABOVE GROUND.  IT IS 39.7 M (130.2 FT) NORTH OF,
 KO0473'AND 1 M (3.3 FT) ABOVE THE HIGHWAY CENTER, 1.6 M (5.2 FT) WEST OF A
 KO0473'FIBERGLASS WITNESS POST, AND 4.2 M (13.8 FT) NORTH-NORTHEAST OF A WOOD
 KO0473'WITNESS POST. DESCRIBED BY G.R.HEID
 KO0473
 KO0473                          STATION RECOVERY (1999)
 KO0473
 KO0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 KO0473'RECOVERED AS DESCRIBED.
 KO0473
 KO0473                          STATION RECOVERY (2003)
 KO0473
 KO0473'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HDM)
 KO0473'STATION MARK, BOTH REFERENCE MARKS, AND AZIMUTH MARK FOUND IN GOOD
 KO0473'CONDITION.
 KO0473
 KO0473                          STATION RECOVERY (2011)
 KO0473
 KO0473'RECOVERY NOTE BY GEOCACHING 2011 (BRB)
 KO0473'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0538 ***********************************************************************
 HO0538  DESIGNATION -  SOUTH
 HO0538  PID         -  HO0538
 HO0538  STATE/COUNTY-  UT/GARFIELD
 HO0538  COUNTRY     -  US
 HO0538  USGS QUAD   -  PANGUITCH (2017)
 HO0538
 HO0538                         *CURRENT SURVEY CONTROL
 HO0538  ______________________________________________________________________
 HO0538* NAD 83(1994) POSITION- 37 46 59.18093(N) 112 27 37.52870(W)   ADJUSTED
 HO0538* NAVD 88 ORTHO HEIGHT -  2335.6   (meters)     7663.    (feet) VERTCON3
 HO0538  ______________________________________________________________________
 HO0538  GEOID HEIGHT    -        -20.266 (meters)                     GEOID18
 HO0538  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 HO0538  HORZ ORDER      -  THIRD
 HO0538
 HO0538.The horizontal coordinates were established by classical geodetic methods
 HO0538.and adjusted by the National Geodetic Survey in November 1997.
 HO0538
 HO0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0538
 HO0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0538.GEOID18 height accuracy estimate available here.
 HO0538
 HO0538.Click photographs - Photos may exist for this station.
 HO0538
 HO0538.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0538
 HO0538. The following values were computed from the NAD 83(1994) position.
 HO0538
 HO0538;                    North         East     Units Scale Factor Converg.
 HO0538;SPC UT S     - 3,124,340.697   415,401.305   MT  0.99995130   -0 35 18.4
 HO0538;SPC UT S     -10,250,441.10  1,362,862.45   sFT  0.99995130   -0 35 18.4
 HO0538;UTM  12      - 4,182,754.886   371,398.392   MT  0.99980370   -0 53 41.6
 HO0538
 HO0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0538!SPC UT S     -   0.99963681  x   0.99995130  =   0.99958813
 HO0538!UTM  12      -   0.99963681  x   0.99980370  =   0.99944058
 HO0538
 HO0538:                Primary Azimuth Mark                     Grid Az
 HO0538:SPC UT S     -  PANGUITCH                                053 17 46.9
 HO0538:UTM  12      -  PANGUITCH                                053 36 10.1
 HO0538
 HO0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG7139882754(NAD 83)
 HO0538
 HO0538|---------------------------------------------------------------------|
 HO0538| PID    Reference Object                     Distance      Geod. Az  |
 HO0538|                                                           dddmmss.s |
 HO0538| HO0537 PANGUITCH                           APPROX. 6.1 KM 0524228.5 |
 HO0538|---------------------------------------------------------------------|
 HO0538
 HO0538                          SUPERSEDED SURVEY CONTROL
 HO0538
 HO0538  NAD 83(1986)-  37 46 59.17923(N)    112 27 37.52899(W) AD(       ) 3
 HO0538  NAD 27      -  37 46 59.26264(N)    112 27 34.77655(W) AD(       ) 3
 HO0538  NGVD 29 (07/19/86) 2334.2    (m)         7658.     (f) VERT ANG       
 HO0538
 HO0538.Superseded values are not recommended for survey control.
 HO0538
 HO0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0538.See file dsdata.pdf to determine how the superseded data were derived.
 HO0538
 HO0538_MARKER: DD = SURVEY DISK
 HO0538_SETTING: 66 = SET IN ROCK OUTCROP
 HO0538_STAMPING: SOUTH 1957
 HO0538_MARK LOGO: USGS
 HO0538_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0538+STABILITY: POSITION/ELEVATION WELL
 HO0538
 HO0538  HISTORY     - Date     Condition        Report By
 HO0538  HISTORY     - 1957     MONUMENTED       USGS
 HO0538
 HO0538                          STATION DESCRIPTION
 HO0538
 HO0538'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 HO0538'LOCATED ABOUT 2 MI. SW. OF PANGUITCH, ON HIGHEST PART OF LAVA TOP.
 HO0538'
 HO0538'TO REACH FROM PANGUITCH, DRIVE S. ON PANGUITCH LAKE ROAD 2 MI. TO A
 HO0538'POINT ON RD. DIRECTLY E. OF TOP WHICH CAN BE EASILY RECOGNIZED.  LEAVE
 HO0538'TRUCK AND WALK W. ABOUT 1.3 MI. TO HIGHEST TOP AND STATION.  A 30
 HO0538'MINUTE PACK.
 HO0538'
 HO0538'STATION MARK--STANDARD TABLET, STAMPED ---SOUTH 1957---, CEMENTED IN
 HO0538'LAVA ROCK.
 HO0538'
 HO0538'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, CEMENTED IN A ROCK.
 HO0538'
 HO0538'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, CEMENTED IN A ROCK.
 HO0538'REPORTED VERY LOOSE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0603 ***********************************************************************
 HO0603  DESIGNATION -  SOUTH
 HO0603  PID         -  HO0603
 HO0603  STATE/COUNTY-  UT/IRON
 HO0603  COUNTRY     -  US
 HO0603  USGS QUAD   -  CEDAR MOUNTAIN (2017)
 HO0603
 HO0603                         *CURRENT SURVEY CONTROL
 HO0603  ______________________________________________________________________
 HO0603* NAD 83(1994) POSITION- 37 34 45.16382(N) 113 01 49.37760(W)   ADJUSTED
 HO0603* NAVD 88 ORTHO HEIGHT -  2994.5   (meters)     9824.    (feet) VERTCON3
 HO0603  ______________________________________________________________________
 HO0603  GEOID HEIGHT    -        -20.917 (meters)                     GEOID18
 HO0603  LAPLACE CORR    -         20.45  (seconds)                    DEFLEC18
 HO0603  HORZ ORDER      -  THIRD
 HO0603
 HO0603.The horizontal coordinates were established by classical geodetic methods
 HO0603.and adjusted by the National Geodetic Survey in November 1997.
 HO0603
 HO0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0603
 HO0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0603.GEOID18 height accuracy estimate available here.
 HO0603
 HO0603.Click photographs - Photos may exist for this station.
 HO0603
 HO0603.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0603
 HO0603. The following values were computed from the NAD 83(1994) position.
 HO0603
 HO0603;                    North         East     Units Scale Factor Converg.
 HO0603;SPC UT S     - 3,102,383.130   364,830.072   MT  0.99995766   -0 56 15.5
 HO0603;SPC UT S     -10,178,401.99  1,196,946.66   sFT  0.99995766   -0 56 15.5
 HO0603;UTM  12      - 4,161,067.180   320,714.372   MT  0.99999594   -1 14 18.9
 HO0603
 HO0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0603!SPC UT S     -   0.99953360  x   0.99995766  =   0.99949128
 HO0603!UTM  12      -   0.99953360  x   0.99999594  =   0.99952954
 HO0603
 HO0603:                Primary Azimuth Mark                     Grid Az
 HO0603:SPC UT S     -  CULVER                                   225 12 52.8
 HO0603:UTM  12      -  CULVER                                   225 30 56.2
 HO0603
 HO0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG2071461067(NAD 83)
 HO0603
 HO0603|---------------------------------------------------------------------|
 HO0603| PID    Reference Object                     Distance      Geod. Az  |
 HO0603|                                                           dddmmss.s |
 HO0603| HO0602 CULVER                              APPROX. 3.2 KM 2241637.3 |
 HO0603|---------------------------------------------------------------------|
 HO0603
 HO0603                          SUPERSEDED SURVEY CONTROL
 HO0603
 HO0603  NAD 83(1986)-  37 34 45.16118(N)    113 01 49.37167(W) AD(       ) 3
 HO0603  NAD 27      -  37 34 45.24274(N)    113 01 46.55868(W) AD(       ) 3
 HO0603  NGVD 29 (07/19/86) 2993.1    (m)         9820.     (f) VERT ANG       
 HO0603
 HO0603.Superseded values are not recommended for survey control.
 HO0603
 HO0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0603.See file dsdata.pdf to determine how the superseded data were derived.
 HO0603
 HO0603_MARKER: DD = SURVEY DISK
 HO0603_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HO0603_STAMPING: SOUTH 1949
 HO0603_MARK LOGO: USGS
 HO0603_PROJECTION: PROJECTING 15 CENTIMETERS
 HO0603_MAGNETIC: P = MARKER IS A STEEL PIPE
 HO0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0603
 HO0603  HISTORY     - Date     Condition        Report By
 HO0603  HISTORY     - 1949     MONUMENTED       USGS
 HO0603
 HO0603                          STATION DESCRIPTION
 HO0603
 HO0603'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 HO0603'LOCATED ABOUT 7.0 MI. SSE. FROM CEDAR CITY, 1.0 MI. W. OF CO-OP SNOW
 HO0603'SURVEY COURSE, ON TOP OF MOUNTAIN ON DIVIDE BETWEEN CEDAR VALLEY AND
 HO0603'SOUTH CREEK, ON A PARTIALLY OPEN TOP WITH A GRASSY SLOPE ON E. AND
 HO0603'TIMBERED SLOPE ON W.
 HO0603'
 HO0603'TO REACH FROM CEDAR CITY POST OFFICE, DRIVE S. AND SW. ON U.S. HIGHWAY
 HO0603'91 FOR 1.8 MI. TO A GOOD GRADED RD. TO LEFT (E.) AND A SIGN ON RIGHT
 HO0603'READING ---CATTLE CROSSING---, TURN LEFT AND FOLLOW GOOD GRADED RD. UP
 HO0603'STEEP GRADE 6.9 MI. TO RD. FORKS AT TOP OF MOUNTAIN, TAKE RIGHT FORK
 HO0603'2.7 MI. TO GATE ON RIGHT AND RD. LEADING THROUGH A MEADOW AT CO-OP
 HO0603'SNOW SURVEY COURSE, GO THROUGH GATE AND FOLLOW MAIN TRAVELED RD. 1.3
 HO0603'MI. TO SADDLE WITH A GOOD VIEW OF CEDAR VALLEY, THERE IS ALSO A CORRAL
 HO0603'ON LEFT, TURN RIGHT AND FOLLOW A DIM OPENING THROUGH ASPENS FOR 0.35
 HO0603'MI. TO A FENCE AT BASE OF HILL AND END OF RD. AND END TRUCK TRAVEL.
 HO0603'PACK NE. TO TOP OF HILL AND STATION.  A 10 MINUTE PACK.
 HO0603'
 HO0603'STATION MARK--STANDARD TABLET, STAMPED ---SOUTH 1949---, BOLTED IN
 HO0603'1-1/2 IN. STEEL PIPE PROJECTING 0.5 FT. ABOVE GROUND.
 HO0603'
 HO0603'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0603'1 SOUTH 1949---, BOLTED IN 1-1/2 IN. STEEL PIPE.
 HO0603'
 HO0603'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0603'2 SOUTH 1949---, BOLTED IN 1-1/2 IN. STEEL PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0437 ***********************************************************************
 LP0437  DESIGNATION -  SOUTH
 LP0437  PID         -  LP0437
 LP0437  STATE/COUNTY-  UT/SALT LAKE
 LP0437  COUNTRY     -  US
 LP0437  USGS QUAD   -  TICKVILLE SPRING (2017)
 LP0437
 LP0437                         *CURRENT SURVEY CONTROL
 LP0437  ______________________________________________________________________
 LP0437* NAD 83(1994) POSITION- 40 28 00.92886(N) 112 02 20.86076(W)   ADJUSTED
 LP0437* NAVD 88 ORTHO HEIGHT -  2081.0   (meters)     6827.    (feet) VERTCON3
 LP0437  ______________________________________________________________________
 LP0437  GEOID HEIGHT    -        -17.134 (meters)                     GEOID18
 LP0437  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC18
 LP0437  HORZ ORDER      -  FIRST
 LP0437
 LP0437.The horizontal coordinates were established by classical geodetic methods
 LP0437.and adjusted by the National Geodetic Survey in November 1997.
 LP0437
 LP0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0437
 LP0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0437.GEOID18 height accuracy estimate available here.
 LP0437
 LP0437.Click photographs - Photos may exist for this station.
 LP0437
 LP0437.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0437
 LP0437. The following values were computed from the NAD 83(1994) position.
 LP0437
 LP0437;                    North         East     Units Scale Factor Converg.
 LP0437;SPC UT C     - 2,237,012.193   454,279.013   MT  0.99995959   -0 20 43.3
 LP0437;SPC UT C     - 7,339,264.17  1,490,413.73   sFT  0.99995959   -0 20 43.3
 LP0437;UTM  12      - 4,480,101.872   411,906.678   MT  0.99969552   -0 40 28.0
 LP0437
 LP0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0437!SPC UT C     -   0.99967635  x   0.99995959  =   0.99963595
 LP0437!UTM  12      -   0.99967635  x   0.99969552  =   0.99937197
 LP0437
 LP0437:                Primary Azimuth Mark                     Grid Az
 LP0437:SPC UT C     -  SOUTH RM 3 AZIMUTH                       195 54 12.0
 LP0437:UTM  12      -  SOUTH RM 3 AZIMUTH                       196 13 56.7
 LP0437
 LP0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1190680101(NAD 83)
 LP0437
 LP0437|---------------------------------------------------------------------|
 LP0437| PID    Reference Object                     Distance      Geod. Az  |
 LP0437|                                                           dddmmss.s |
 LP0437| LO0912 RIVERTON ATT MICROWAVE              APPROX.10.0 KM 0513628.5 |
 LP0437| CM6497 SOUTH RM 2                            4.430 METERS 07821     |
 LP0437| CM6498 SOUTH RM 3 AZIMUTH                                 1953328.7 |
 LP0437| LP0436 AIRWAY BN 60 SW OF RIVERTON          20.383 METERS 33022     |
 LP0437| CM6496 SOUTH RM 1                            3.878 METERS 34003     |
 LP0437|---------------------------------------------------------------------|
 LP0437
 LP0437                          SUPERSEDED SURVEY CONTROL
 LP0437
 LP0437  NAD 83(1993)-  40 28 00.92832(N)    112 02 20.85931(W) AD(       ) 1
 LP0437  NAD 83(1986)-  40 28 00.91814(N)    112 02 20.85440(W) AD(       ) 1
 LP0437  NAD 27      -  40 28 01.10137(N)    112 02 18.07915(W) AD(       ) 1
 LP0437  NGVD 29 (07/19/86) 2079.9    (m)         6824.     (f) VERT ANG       
 LP0437
 LP0437.Superseded values are not recommended for survey control.
 LP0437
 LP0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0437.See file dsdata.pdf to determine how the superseded data were derived.
 LP0437
 LP0437_MARKER: DB = BENCH MARK DISK
 LP0437_SETTING: 66 = SET IN ROCK OUTCROP
 LP0437_STAMPING: SOUTH 1950
 LP0437_MARK LOGO: USGS
 LP0437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0437+STABILITY: POSITION/ELEVATION WELL
 LP0437
 LP0437  HISTORY     - Date     Condition        Report By
 LP0437  HISTORY     - 1950     MONUMENTED       USGS
 LP0437  HISTORY     - 1974     GOOD             NGS
 LP0437
 LP0437                          STATION DESCRIPTION
 LP0437
 LP0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LP0437'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF RIVERTON, 6.6
 LP0437'MILES SOUTHEAST OF COPPERTON, 3 MILES SOUTH OF HERRIMAN, NEAR THE
 LP0437'SW 1/4 SECTION 14, T 4 S, R 2 W, AND ON TOP OF A ROCKY RIDGE.
 LP0437'
 LP0437'TO REACH THE STATION FROM 13100 SOUTH STREET AND 6400 WEST STREET
 LP0437'IN HERRIMAN GO SOUTHERLY ON 6400 WEST STREET FOR 2.1 MILES TO END
 LP0437'OF PAVEMENT.  CONTINUE SOUTHWESTERLY ON GRAVELED ROAD FOR 0.4
 LP0437'MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE SOUTHERLY ON
 LP0437'MAIN GRAVELED ROAD FOR 1.4 MILES TO A REVERSE FORK.  TURN SHARP
 LP0437'LEFT AND GO EASTERLY ON GRAVELED ROAD FOR 0.1 MILE TO A
 LP0437'REVERSE FORK.  TURN SHARP RIGHT AND GO SOUTHWEST ON A GRAVELED
 LP0437'ROAD FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 LP0437'NORTHEAST ON TRACK ROAD, ALONG EAST SIDE OF A DITCH FOR 0.35
 LP0437'MILE TO A FORK.  KEEP RIGHT FORK AND GO SOUTHEASTERLY,
 LP0437'UPHILL ON BLADED ROAD FOR 1.4 MILES TO A FORK.  KEEP RIGHT FORK
 LP0437'AND GO SOUTHWEST ON BLADED ROAD FOR 0.05 MILE TO A T-ROAD.
 LP0437'TURN LEFT AND GO SOUTH ON BLADED ROAD FOR 0.05 MILE TO A
 LP0437'FORK.  KEEP LEFT FORK AND GO SOUTHEAST ON TRACK ROAD FOR 0.1
 LP0437'MILE TO A T-ROAD.  TURN LEFT AND GO EASTERLY ON TRACK ROAD FOR 0.1
 LP0437'MILE TO A FORK.  KEEP LEFT FORK AND GO EASTERLY ON TRACK ROAD
 LP0437'FOR 1.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 LP0437'NORTHEASTERLY ON TRACK ROAD, UPHILL FOR 0.4 MILE TO THE END
 LP0437'OF TRUCK TRAVEL AND REFERENCE MARK 3.  FROM THIS POINT PACK
 LP0437'NORTHERLY, UPHILL ALONG A RIDGE FOR ABOUT 20 MINUTES TO THE
 LP0437'TOP OF THE HILL AND STATION.
 LP0437'
 LP0437'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED
 LP0437'SOUTH 1950, CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BEDROCK THAT
 LP0437'IS 1.5 X 2-FOOT AND PROJECTING 10 INCHES ABOVE THE GROUND.  IT IS
 LP0437'75 FEET NORTH-NORTHWEST OF A LARGE BOULDER, 67 FEET
 LP0437'SOUTH-SOUTHEAST OF THE CENTER OF THE OLD BEACON TOWER AND 6 FEET
 LP0437'NORTH-NORTHEAST OF THE HIGHEST JUMBLE OF OUTCROPPING ROCK.
 LP0437'
 LP0437'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SOUTH USGS NO 1 1973,
 LP0437'CEMENTED IN A DRILL HOLE IN A 2X2-FOOT BOULDER THAT PROJECTS 14
 LP0437'INCHES ABOVE THE GROUND.  IT IS 49 FEET SOUTH-SOUTHEAST OF THE
 LP0437'SOUTHEAST LEG OF THE OLD BEACON TOWER, 17 FEET NORTH OF THE
 LP0437'HIGHEST JUMBLE OF OUTCROPPING ROCK AND ABOUT 1 FOOT HIGHER THAN
 LP0437'THE STATION.
 LP0437'
 LP0437'REFERENCE MARK 2 IS A U.S. GEOLOGICAL REFERENCE MARK DISK STAMPED
 LP0437'NO 2, CEMENTED IN THE TOP OF A SPLIT BOULDER THAT IS 3X6-FOOT
 LP0437'AND PROJECTS 10 INCHES ABOVE THE GROUND ON THE SIDE NEAREST
 LP0437'THE STATION.  IT IS 69 FEET NORTH-NORTHWEST OF THE LARGE BOULDER,
 LP0437'67 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE OLD BEACON TOWER
 LP0437'AND 20 FEET NORTHEAST OF THE HIGHEST JUMBLE OF OUTCROPPING ROCK.
 LP0437'
 LP0437'REFERENCE MARK 3 IS A STANDARD DISK STAMPED SOUTH USGS NO 3 1973,
 LP0437'CEMENTED IN A DRILL HOLE IN A 5X10-FOOT BOULDER THAT PROJECTS 2
 LP0437'FEET ABOVE THE GROUND.  IT IS 3 FEET SOUTHWEST OF A METAL
 LP0437'WITNESS POST.
 LP0437'
 LP0437'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0449 ***********************************************************************
 LP0449  DESIGNATION -  SOUTH
 LP0449  PID         -  LP0449
 LP0449  STATE/COUNTY-  UT/TOOELE
 LP0449  COUNTRY     -  US
 LP0449  USGS QUAD   -  SOUTH MOUNTAIN (2017)
 LP0449
 LP0449                         *CURRENT SURVEY CONTROL
 LP0449  ______________________________________________________________________
 LP0449* NAD 83(2011) POSITION- 40 29 41.51171(N) 112 25 21.07806(W)   ADJUSTED
 LP0449* NAD 83(2011) ELLIP HT-  1477.129 (meters)        (06/27/12)   ADJUSTED
 LP0449* NAD 83(2011) EPOCH   -  2010.00
 LP0449* NAVD 88 ORTHO HEIGHT -  1494.5   (meters)     4903.    (feet) VERTCON3
 LP0449  ______________________________________________________________________
 LP0449  GEOID HEIGHT    -        -17.442 (meters)                     GEOID18
 LP0449  NAD 83(2011) X  - -1,853,130.624 (meters)                     COMP
 LP0449  NAD 83(2011) Y  - -4,491,020.491 (meters)                     COMP
 LP0449  NAD 83(2011) Z  -  4,120,885.444 (meters)                     COMP
 LP0449  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 LP0449
 LP0449  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LP0449  Standards:
 LP0449         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LP0449            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LP0449  -------------------------------------------------------------------
 LP0449  NETWORK    4.57  10.04           2.00   1.71   5.12     -0.08789653
 LP0449  -------------------------------------------------------------------
 LP0449  Click here for local accuracies and other accuracy information.
 LP0449
 LP0449.The horizontal coordinates were established by GPS observations
 LP0449.and adjusted by the National Geodetic Survey in June 2012.
 LP0449
 LP0449.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LP0449.been affixed to the stable North American tectonic plate. See 
 LP0449.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LP0449
 LP0449.The horizontal coordinates are valid at the epoch date displayed above
 LP0449.which is a decimal equivalence of Year/Month/Day.
 LP0449
 LP0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0449
 LP0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0449.GEOID18 height accuracy estimate available here.
 LP0449
 LP0449.Click photographs - Photos may exist for this station.
 LP0449
 LP0449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LP0449
 LP0449.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0449
 LP0449.The ellipsoidal height was determined by GPS observations
 LP0449.and is referenced to NAD 83.
 LP0449
 LP0449. The following values were computed from the NAD 83(2011) position.
 LP0449
 LP0449;                    North         East     Units Scale Factor Converg.
 LP0449;SPC UT C     - 2,240,380.104   421,798.053   MT  0.99996509   -0 35 27.4
 LP0449;SPC UT C     - 7,350,313.72  1,383,849.11   sFT  0.99996509   -0 35 27.4
 LP0449;UTM  12      - 4,483,656.550   379,453.094   MT  0.99977887   -0 55 25.9
 LP0449
 LP0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0449!SPC UT C     -   0.99976834  x   0.99996509  =   0.99973344
 LP0449!UTM  12      -   0.99976834  x   0.99977887  =   0.99954726
 LP0449
 LP0449:                Primary Azimuth Mark                     Grid Az
 LP0449:SPC UT C     -  SOUTH AZ MK RESET                        078 19 57.0
 LP0449:UTM  12      -  SOUTH AZ MK RESET                        078 39 55.5
 LP0449
 LP0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK7945383656(NAD 83)
 LP0449
 LP0449|---------------------------------------------------------------------|
 LP0449| PID    Reference Object                     Distance      Geod. Az  |
 LP0449|                                                           dddmmss.s |
 LP0449| CM6047 SOUTH RM 1                            9.220 METERS 00500     |
 LP0449| LP0428 BEACON 61B WEST OF TOOELE           APPROX. 9.0 KM 0651048.4 |
 LP0449| LP0406 INTERNATIONAL SMELTING CO STK       APPROX.17.8 KM 0695557.1 |
 LP0449| CM6046 SOUTH AZ MK RESET                                  0774429.6 |
 LP0449| CM6045 SOUTH AZ MK                                        0775833.1 |
 LP0449| CM6048 SOUTH RM 2                            4.732 METERS 25700     |
 LP0449|---------------------------------------------------------------------|
 LP0449
 LP0449                          SUPERSEDED SURVEY CONTROL
 LP0449
 LP0449  NAD 83(2007)-  40 29 41.51141(N)    112 25 21.07816(W) AD(2002.00) 0
 LP0449  ELLIP H (02/10/07) 1477.147  (m)                       GP(2002.00)    
 LP0449  ELLIP H (01/22/02) 1477.133  (m)                       GP(       ) 4 1
 LP0449  NAD 83(1994)-  40 29 41.51060(N)    112 25 21.07607(W) AD(       ) 1
 LP0449  ELLIP H (11/04/97) 1477.143  (m)                       GP(       ) 4 1
 LP0449  NAD 83(1993)-  40 29 41.51024(N)    112 25 21.07586(W) AD(       ) 1
 LP0449  NAD 83(1986)-  40 29 41.50265(N)    112 25 21.06484(W) AD(       ) 1
 LP0449  NAD 27      -  40 29 41.70473(N)    112 25 18.24255(W) AD(       ) 1
 LP0449  NGVD 29 (12/30/92) 1493.4    (m)  UNKNOWN  model used  GPS OBS        
 LP0449  NGVD 29 (07/19/86) 1494.     (m)         4902.     (f) VERT ANG       
 LP0449
 LP0449.Superseded values are not recommended for survey control.
 LP0449
 LP0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0449.See file dsdata.pdf to determine how the superseded data were derived.
 LP0449
 LP0449_MARKER: DS = TRIANGULATION STATION DISK
 LP0449_SETTING: 66 = SET IN ROCK OUTCROP
 LP0449_STAMPING: SOUTH 1938
 LP0449_MARK LOGO: CGS
 LP0449_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LP0449_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0449+STABILITY: POSITION/ELEVATION WELL
 LP0449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0449+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 LP0449
 LP0449  HISTORY     - Date     Condition        Report By
 LP0449  HISTORY     - 1938     MONUMENTED       CGS
 LP0449  HISTORY     - 1938     GOOD             CGS
 LP0449  HISTORY     - 1950     GOOD             USGS
 LP0449  HISTORY     - 1963     GOOD             CGS
 LP0449  HISTORY     - 19920723 GOOD             NOS
 LP0449
 LP0449                          STATION DESCRIPTION
 LP0449
 LP0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 LP0449'ABOUT 6-1/2 MILES WEST-SOUTHWEST OF TOOELE, UTAH AND 8 MILES
 LP0449'SOUTH-SOUTHEAST OF GRANTSVILLE, UTAH.  STATION IS LOCATED ON A
 LP0449'SMALL, ROCKY KNOLL ABOUT 50 YARDS NORTHEAST OF A TRANSMISSION
 LP0449'LINE.
 LP0449'
 LP0449'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LP0449'BEDROCK AS DESCRIBED.  AZIMUTH MARK IS A
 LP0449'STANDARD BRONZE DISK SET IN CONCRETE AS DESCRIBED.
 LP0449'
 LP0449'REFERENCE MARK NO. 1 IS ABOUT 4 FEET LOWER IN ELEVATION AND NORTH
 LP0449'OF THE STATION.
 LP0449'
 LP0449'REFERENCE MARK NO. 2 IS WEST OF THE STATION AND ABOUT TWO
 LP0449'FEET LOWER IN ELEVATION.
 LP0449'
 LP0449'AZIMUTH MARK IS ABOUT 1.4 MILES EAST OF THE STATION ABOUT 50
 LP0449'FEET LOWER IN ELEVATION.  IT IS ABOUT 20 FEET SOUTH OF ROAD NEAR
 LP0449'A FENCE CORNER ON THE WAY TO THE STATION.
 LP0449'
 LP0449'STATION IS REACHED FROM GRANTSVILLE, UTAH BY GOING EAST ON
 LP0449'U.S. HIGHWAY 50 ABOUT 200 YARDS BEYOND THE CITY LIMITS OF
 LP0449'GRANTSVILLE, UTAH TO JUNCTION WITH UTAH HIGHWAY 112.  THENCE
 LP0449'TURN RIGHT ON UTAH HIGHWAY 112 AND GO FOR 4.1 MILES TO A NORTH
 LP0449'AND SOUTH ROAD WHICH IS IN A WIDE-FENCED LANE.  THENCE TURN RIGHT
 LP0449'SOUTH, AND GO FOR 4.4 MILES TO A WELL-TRAVELED ROAD RUNNING
 LP0449'NORTHEAST AND SOUTHWEST JUST OVER A SMALL RISE.  THENCE TURN RIGHT,
 LP0449'AND CONTINUE FOR 3.0 MILES TO THE STATION SITE ABOUT 150
 LP0449'YARDS SOUTH OF THE ROAD.
 LP0449
 LP0449                          STATION RECOVERY (1938)
 LP0449
 LP0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 LP0449'RECOVERED IN GOOD CONDITION.
 LP0449
 LP0449                          STATION RECOVERY (1950)
 LP0449
 LP0449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 LP0449'RECOVERED.
 LP0449'
 LP0449'STATION MARK--STANDARD BRONZE DISK SET IN BEDROCK.
 LP0449
 LP0449                          STATION RECOVERY (1963)
 LP0449
 LP0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 LP0449'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 LP0449'THE AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND.  A NEW AZIMUTH
 LP0449'MARK WAS ESTABLISHED.  FOLLOWING IS A NEW TO REACH.
 LP0449'
 LP0449'TO REACH FROM THE POST OFFICE IN TOOELE, UTAH, GO SOUTH, ON
 LP0449'STATE HIGHWAY 36 FOR 3.0 MILES TO THE ENTRANCE OF THE TOOELE ARMY
 LP0449'DEPOT ON THE RIGHT, TURN RIGHT, WEST, FOR 0.4 MILE TO THE EAST
 LP0449'GATE OF THE TOOELE ARMY DEPOT, CONTINUE WEST, FOR 0.6 MILE TO A
 LP0449'STOP LIGHT.  CONTINUE AHEAD, WEST, PASSING THROUGH THE DEPOT FOR
 LP0449'1.8 MILES TO A FORK, TAKE THE LEFT FORK, SOUTHWEST, FOR 1.6
 LP0449'MILES TO A LOCKED GATE AG 14, (TO REACH THE AZIMUTH MARK, TURN
 LP0449'LEFT, SOUTH-SOUTHEAST, FOR 0.05 MILE TO AZIMUTH MARK ON
 LP0449'RIGHT, ABOUT 15 FEET HIGHER THAN THE GATE.) (THE KEY WAS
 LP0449'OBTAINED FROM MR. HILL IN BUILDING 105 AT THE DEPOT.) PASS
 LP0449'THROUGH THE GATE AND CONTINUE SOUTHWEST FOR 0.2 MILE TO A FORK.
 LP0449'TAKE THE RIGHT FORK, WEST FOR 0.2 MILE TO A FORK, TAKE THE LEFT
 LP0449'FORK, SOUTHWEST FOR 0.4 MILE TO A FORK, TAKE THE RIGHT FORK,
 LP0449'WEST, FOR 0.05 MILE TO THE STATION ON THE LEFT, ABOUT 300
 LP0449'FEET SOUTH.
 LP0449'
 LP0449'AZIMUTH MARK IS A STANDARD DISK STAMPED, SOUTH 1938 RESET 1963,
 LP0449'IT IS SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 LP0449'4 INCHES.  IT IS 17 FEET WEST OF A TRACK ROAD, 2-1/2 FEET SOUTH
 LP0449'OF A METAL WITNESS POST, 6 INCHES EAST OF A FENCE, AND ABOUT THE
 LP0449'SAME ELEVATION AS THE ROAD.
 LP0449
 LP0449                          STATION RECOVERY (1992)
 LP0449
 LP0449'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 LP0449'NEW TO REACH FOLLOWS.
 LP0449'FROM THE POST OFFICE IN TOOELE GO SOUTH ON STATE ROUTE 36 (MAIN ST)FOR
 LP0449'3.0 MI (4.83 KM) TO THE ENTRANCE FOR THE TOOELE ARMY DEPOT AT RIGHT.
 LP0449'OBTAIN PERMISSION TO ENTER THE POST AT THE VISITOR CENTER.  CONTINUE
 LP0449'WEST ON ENTRANCE ROAD TO A POORLY MAINTAINED ROAD THAT FORKS LEFT.
 LP0449'TAKE SOUTHWEST FORK 1.6 MI (2.57 KM) TO A LOCKED GATE MARKED AG 14.
 LP0449'PASS THROUGH GATE AND ONTO TRACK ROAD FOR 1.0 MI (1.61 KM) TO A FORK
 LP0449'MARKED BY AN OLD FLAGPOLE AT ITS CENTER.  THE STATION IS ON A ROCKY
 LP0449'KNOLL BETWEEN THE FORKS AND ABOUT 400 FT (121.92 M) SOUTHWEST OF THE
 LP0449'FLAGPOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0452 ***********************************************************************
 LP0452  DESIGNATION -  SOUTH
 LP0452  PID         -  LP0452
 LP0452  STATE/COUNTY-  UT/TOOELE
 LP0452  COUNTRY     -  US
 LP0452  USGS QUAD   -  SOUTH MOUNTAIN (2017)
 LP0452
 LP0452                         *CURRENT SURVEY CONTROL
 LP0452  ______________________________________________________________________
 LP0452* NAD 83(1994) POSITION- 40 27 55.15645(N) 112 27 16.53275(W)   ADJUSTED
 LP0452* NAVD 88 ORTHO HEIGHT -  2011.9   (meters)     6601.    (feet) VERTCON3
 LP0452  ______________________________________________________________________
 LP0452  GEOID HEIGHT    -        -17.381 (meters)                     GEOID18
 LP0452  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 LP0452  HORZ ORDER      -  THIRD
 LP0452
 LP0452.The horizontal coordinates were established by classical geodetic methods
 LP0452.and adjusted by the National Geodetic Survey in November 1997.
 LP0452
 LP0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0452
 LP0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0452.GEOID18 height accuracy estimate available here.
 LP0452
 LP0452.Click photographs - Photos may exist for this station.
 LP0452
 LP0452.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0452
 LP0452. The following values were computed from the NAD 83(1994) position.
 LP0452
 LP0452;                    North         East     Units Scale Factor Converg.
 LP0452;SPC UT C     - 2,237,128.359   419,044.515   MT  0.99995928   -0 36 41.4
 LP0452;SPC UT C     - 7,339,645.29  1,374,815.21   sFT  0.99995928   -0 36 41.4
 LP0452;UTM  12      - 4,480,421.433   376,681.212   MT  0.99978719   -0 56 38.9
 LP0452
 LP0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0452!SPC UT C     -   0.99968721  x   0.99995928  =   0.99964650
 LP0452!UTM  12      -   0.99968721  x   0.99978719  =   0.99947447
 LP0452
 LP0452:                Primary Azimuth Mark                     Grid Az
 LP0452:SPC UT C     -  MORGAN                                   166 58 49.4
 LP0452:UTM  12      -  MORGAN                                   167 18 46.9
 LP0452
 LP0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK7668180421(NAD 83)
 LP0452
 LP0452|---------------------------------------------------------------------|
 LP0452| PID    Reference Object                     Distance      Geod. Az  |
 LP0452|                                                           dddmmss.s |
 LP0452| LP0451 MORGAN                              APPROX. 7.9 KM 1662208.0 |
 LP0452|---------------------------------------------------------------------|
 LP0452
 LP0452                          SUPERSEDED SURVEY CONTROL
 LP0452
 LP0452  NAD 83(1993)-  40 27 55.15280(N)    112 27 16.52750(W) AD(       ) 3
 LP0452  NAD 83(1986)-  40 27 55.14718(N)    112 27 16.52353(W) AD(       ) 3
 LP0452  NAD 27      -  40 27 55.35155(N)    112 27 13.69122(W) AD(       ) 3
 LP0452  NGVD 29 (07/19/86) 2010.8    (m)         6597.     (f) VERT ANG       
 LP0452
 LP0452.Superseded values are not recommended for survey control.
 LP0452
 LP0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0452.See file dsdata.pdf to determine how the superseded data were derived.
 LP0452
 LP0452_MARKER: DD = SURVEY DISK
 LP0452_SETTING: 66 = SET IN ROCK OUTCROP
 LP0452_STAMPING: SOUTH 1955
 LP0452_MARK LOGO: USGS
 LP0452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0452+STABILITY: POSITION/ELEVATION WELL
 LP0452
 LP0452  HISTORY     - Date     Condition        Report By
 LP0452  HISTORY     - 1955     MONUMENTED       USGS
 LP0452  HISTORY     - 1955     GOOD             USGS
 LP0452
 LP0452                          STATION DESCRIPTION
 LP0452
 LP0452'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LP0452'STATION MARK--TABLET SET IN SOLID ROCK.
 LP0452'
 LP0452'FOUND AS DESCRIBED, NEW TO
 LP0452'REACH DESCRIPTION AS FOLLOWS
 LP0452'
 LP0452'TO REACH FROM GRANTSVILLE POST OFFICE, DRIVE W. ON U.S. HIGHWAY 40 FOR
 LP0452'0.5 MI. TO A T-RD., TURN LEFT (S.) AND CONTINUE S. ON OILED RD. 5.1
 LP0452'MI. TO A 3-WAY RD. FORK, THENCE LEFT (SE.) 2.3 MI. TO END OF OILED
 LP0452'RD. AND CONTINUE ON GRAVEL THROUGH SEVERAL CURVES TO A DIM RD. AT
 LP0452'CURVE, GO STRAIGHT AHEAD (E.) 0.2 MI. TO A Y-RD., TURN LEFT (N.)
 LP0452'ALONG FENCE AND CONTINUE ON ROUGH RD. ABOUT 1.0 MI. UP RIDGE.  PACK
 LP0452'E. UP RIDGE TO S. OF DRAIN TO HIGHEST POINT AND STATION.  (A TREE
 LP0452'219 FT. NW. OF STATION APPEARS LIKE A CAIRN).  A 1/2 HOUR PACK.
 LP0452'
 LP0452'STATION MARK--EXISTING TABLET STAMPED ---SOUTH 1955---, BY USGS, 1955.
 LP0452'
 LP0452'NOTE--TWO REFERENCE MARKS WERE ESTABLISHED IN 1955 AS FOLLOWS
 LP0452'
 LP0452'REFERENCE MARK NO. 1--COPPER NAIL WITH WASHER IN TREE, 32.91 FT. FROM
 LP0452'STATION MARK, N 47 DEG 27 MIN E.
 LP0452'
 LP0452'REFERENCE MARK NO. 2--COPPER NAIL WITH WASHER IN TREE, 24.55 FT. FROM
 LP0452'STATION MARK, S 55 DEG 11 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0356 ***********************************************************************
 LP0356  DESIGNATION -  SOUTH ANTELOPE 1 CAIRN
 LP0356  PID         -  LP0356
 LP0356  STATE/COUNTY-  UT/DAVIS
 LP0356  COUNTRY     -  US
 LP0356  USGS QUAD   -  ANTELOPE ISLAND (2017)
 LP0356
 LP0356                         *CURRENT SURVEY CONTROL
 LP0356  ______________________________________________________________________
 LP0356* NAD 83(1994) POSITION- 40 52 54.46940(N) 112 11 35.82567(W)   ADJUSTED
 LP0356* NAVD 88 ORTHO HEIGHT -  1705.    (meters)     5594.    (feet) SCALED
 LP0356  ______________________________________________________________________
 LP0356  GEOID HEIGHT    -        -17.103 (meters)                     GEOID18
 LP0356  LAPLACE CORR    -          3.45  (seconds)                    DEFLEC18
 LP0356  HORZ ORDER      -  THIRD
 LP0356
 LP0356.The horizontal coordinates were established by classical geodetic methods
 LP0356.and adjusted by the National Geodetic Survey in November 1997.
 LP0356
 LP0356.The orthometric height was scaled from a topographic map.
 LP0356
 LP0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0356.GEOID18 height accuracy estimate available here.
 LP0356
 LP0356.Click photographs - Photos may exist for this station.
 LP0356
 LP0356.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0356
 LP0356. The following values were computed from the NAD 83(1994) position.
 LP0356
 LP0356;                    North         East     Units Scale Factor Converg.
 LP0356;SPC UT N     - 1,061,139.389   441,568.202   MT  0.99997745   -0 27 25.6
 LP0356;SPC UT N     - 3,481,421.48  1,448,711.68   sFT  0.99997745   -0 27 25.6
 LP0356;SPC UT C     - 2,283,171.850   441,562.996   MT  1.00006594   -0 26 38.8
 LP0356;SPC UT C     - 7,490,706.31  1,448,694.60   sFT  1.00006594   -0 26 38.8
 LP0356;UTM  12      - 4,526,320.820   399,462.782   MT  0.99972441   -0 46 51.9
 LP0356
 LP0356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0356!SPC UT N     -   0.99973532  x   0.99997745  =   0.99971277
 LP0356!SPC UT C     -   0.99973532  x   1.00006594  =   0.99980124
 LP0356!UTM  12      -   0.99973532  x   0.99972441  =   0.99945980
 LP0356
 LP0356:                Primary Azimuth Mark                     Grid Az
 LP0356:SPC UT N     -  ANTELOPE                                 348 18 59.1
 LP0356:SPC UT C     -  ANTELOPE                                 348 18 12.3
 LP0356:UTM  12      -  ANTELOPE                                 348 38 25.4
 LP0356
 LP0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL9946226320(NAD 83)
 LP0356
 LP0356|---------------------------------------------------------------------|
 LP0356| PID    Reference Object                     Distance      Geod. Az  |
 LP0356|                                                           dddmmss.s |
 LP0356| LP0355 ANTELOPE                            APPROX. 9.1 KM 3475133.5 |
 LP0356|---------------------------------------------------------------------|
 LP0356
 LP0356                          SUPERSEDED SURVEY CONTROL
 LP0356
 LP0356  NAD 83(1993)-  40 52 54.46622(N)    112 11 35.82463(W) AD(       ) 3
 LP0356  NAD 83(1986)-  40 52 54.45853(N)    112 11 35.81693(W) AD(       ) 3
 LP0356  NAD 27      -  40 52 54.68100(N)    112 11 32.97600(W) AD(       ) 3
 LP0356  USSD        -  40 52 55.54200(N)    112 11 33.59100(W) AD(       ) 3
 LP0356
 LP0356.Superseded values are not recommended for survey control.
 LP0356
 LP0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0356.See file dsdata.pdf to determine how the superseded data were derived.
 LP0356
 LP0356_MARKER: 72 = CAIRN
 LP0356
 LP0356  HISTORY     - Date     Condition        Report By
 LP0356  HISTORY     - 1892     FIRST OBSERVED   CGS
 LP0356
 LP0356                          STATION DESCRIPTION
 LP0356
 LP0356'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5822 ***********************************************************************
 AI5822  CBN         -  This is a Cooperative Base Network Control Station.
 AI5822  DESIGNATION -  SOUTH CEDAR CITY
 AI5822  PID         -  AI5822
 AI5822  STATE/COUNTY-  UT/IRON
 AI5822  COUNTRY     -  US
 AI5822  USGS QUAD   -  CEDAR CITY (2017)
 AI5822
 AI5822                         *CURRENT SURVEY CONTROL
 AI5822  ______________________________________________________________________
 AI5822* NAD 83(2011) POSITION- 37 38 56.96815(N) 113 05 51.80556(W)   ADJUSTED
 AI5822* NAD 83(2011) ELLIP HT-  1859.599 (meters)        (06/27/12)   ADJUSTED
 AI5822* NAD 83(2011) EPOCH   -  2010.00
 AI5822* NAVD 88 ORTHO HEIGHT -  1881.1   (meters)     6172.    (feet) GPS OBS
 AI5822  ______________________________________________________________________
 AI5822  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5822  GEOID HEIGHT    -        -21.471 (meters)                     GEOID09
 AI5822  GEOID HEIGHT    -        -21.498 (meters)                     GEOID18
 AI5822  NAD 83(2011) X  - -1,984,170.826 (meters)                     COMP
 AI5822  NAD 83(2011) Y  - -4,652,335.547 (meters)                     COMP
 AI5822  NAD 83(2011) Z  -  3,875,820.656 (meters)                     COMP
 AI5822  LAPLACE CORR    -         10.24  (seconds)                    DEFLEC18
 AI5822
 AI5822  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5822  Standards:
 AI5822         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5822            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5822  -------------------------------------------------------------------
 AI5822  NETWORK    0.64   1.49           0.28   0.24   0.76     -0.13794507
 AI5822  -------------------------------------------------------------------
 AI5822  Click here for local accuracies and other accuracy information.
 AI5822
 AI5822.The horizontal coordinates were established by GPS observations
 AI5822.and adjusted by the National Geodetic Survey in June 2012.
 AI5822
 AI5822.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5822.been affixed to the stable North American tectonic plate. See 
 AI5822.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5822
 AI5822.The horizontal coordinates are valid at the epoch date displayed above
 AI5822.which is a decimal equivalence of Year/Month/Day.
 AI5822
 AI5822.The orthometric height was determined by GPS observations and a
 AI5822.high-resolution geoid model.
 AI5822
 AI5822.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5822.GEOID18 height accuracy estimate available here.
 AI5822
 AI5822.Click photographs - Photos may exist for this station.
 AI5822
 AI5822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5822
 AI5822.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5822
 AI5822.The ellipsoidal height was determined by GPS observations
 AI5822.and is referenced to NAD 83.
 AI5822
 AI5822. The following values were computed from the NAD 83(2011) position.
 AI5822
 AI5822;                    North         East     Units Scale Factor Converg.
 AI5822;SPC UT S     - 3,110,244.342   359,015.408   MT  0.99995406   -0 58 44.1
 AI5822;SPC UT S     -10,204,193.31  1,177,869.72   sFT  0.99995406   -0 58 44.1
 AI5822;UTM  12      - 4,168,959.336   314,940.898   MT  1.00002184   -1 16 54.1
 AI5822
 AI5822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5822!SPC UT S     -   0.99970828  x   0.99995406  =   0.99966235
 AI5822!UTM  12      -   0.99970828  x   1.00002184  =   0.99973011
 AI5822
 AI5822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG1494068959(NAD 83)
 AI5822
 AI5822                          SUPERSEDED SURVEY CONTROL
 AI5822
 AI5822  NAD 83(2007)-  37 38 56.96771(N)    113 05 51.80580(W) AD(2002.00) 0
 AI5822  ELLIP H (02/10/07) 1859.607  (m)                       GP(2002.00)    
 AI5822  NAD 83(1994)-  37 38 56.96732(N)    113 05 51.80480(W) AD(       ) A
 AI5822  ELLIP H (06/28/00) 1859.620  (m)                       GP(       ) 4 1
 AI5822  NAVD 88 (06/28/00) 1881.0    (m)  GEOID99  model used  GPS OBS        
 AI5822
 AI5822.Superseded values are not recommended for survey control.
 AI5822
 AI5822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5822.See file dsdata.pdf to determine how the superseded data were derived.
 AI5822
 AI5822_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 AI5822_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI5822_STAMPING: SCDC CBN 1999
 AI5822_MARK LOGO: NONE
 AI5822_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5822+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5822
 AI5822  HISTORY     - Date     Condition        Report By
 AI5822  HISTORY     - 1999     MONUMENTED       CCC
 AI5822
 AI5822                          STATION DESCRIPTION
 AI5822
 AI5822'DESCRIBED BY CEDAR CITY CORPORATION 1999 (CN)
 AI5822'THE STATION IS LOCATED ABOUT 14.0 KM (8.70 MI) NORTH-NORTHEAST OF
 AI5822'KANARRAVILLE AND 4.8 KM (3.00 MI) SOUTHWEST OF CEDAR CITY.
 AI5822'OWNERSHIP--STATE OF UTAH.  TO REACH THE STATION FROM THE JUNCTION OF
 AI5822'INTERSTATE HIGHWAY 15 AND STATE HIGHWAY 130 SOUTHWEST OF CEDAR CITY,
 AI5822'GO NORTHEAST ON HIGHWAY 130 FOR 0.5 KM (0.30 MI) TO A CROSSROAD. TURN
 AI5822'LEFT AND GO WEST-NORTHWEST ON ROYAL HUNTE DRIVE FOR 0.5 KM (0.30 MI)
 AI5822'TO A CROSSROAD.  TURN LEFT AND GO SOUTHWEST ON PROVIDENCE DRIVE FOR
 AI5822'0.6 KM (0.35 MI) TO A GRAVEL ROAD RIGHT THAT LEADS TO THE CITY WATER
 AI5822'TANKS.  TURN RIGHT AND GO WEST AND NORTHWEST ON GRAVEL ROAD FOR 1.53
 AI5822'KM (0.95 MI) TO A DIRT ROAD.  TURN LEFT AND GO SOUTH ON DIRT ROAD FOR
 AI5822'0.40 KM (0.25 MI) TO A ROAD LEFT.  TURN LEFT AND GO EAST ON ROAD FOR
 AI5822'0.24 KM (0.15 MI) TO THE TOP OF RIDGE AND THE STATION ON THE LEFT.
 AI5822'THE STATION IS A ALUMINUM CAP RIVETED TO A 6 CM (2.5 INCH) BY 0.91 M
 AI5822'(2.99 FT) LONG ALUMINUM PIPE BURIED IN CONCRETE AND IS FLUSH WITH THE
 AI5822'ROCKY RIDGE.  IT IS 122 M (400.3 FT) NORTHWEST OF THE SOUTH QUARTER OF
 AI5822'SECTION 21 T36S R11W SLM AND 23 M (75.5 FT) NORTH OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0496 ***********************************************************************
 JO0496  DESIGNATION -  SOUTH CREEK
 JO0496  PID         -  JO0496
 JO0496  STATE/COUNTY-  UT/BEAVER
 JO0496  COUNTRY     -  US
 JO0496  USGS QUAD   -  CIRCLEVILLE MOUNTAIN (2017)
 JO0496
 JO0496                         *CURRENT SURVEY CONTROL
 JO0496  ______________________________________________________________________
 JO0496* NAD 83(1994) POSITION- 38 09 47.95326(N) 112 29 28.56720(W)   ADJUSTED
 JO0496* NAVD 88 ORTHO HEIGHT -  2621.4   (meters)     8600.    (feet) VERTCON3
 JO0496  ______________________________________________________________________
 JO0496  GEOID HEIGHT    -        -19.581 (meters)                     GEOID18
 JO0496  LAPLACE CORR    -          9.48  (seconds)                    DEFLEC18
 JO0496  HORZ ORDER      -  FIRST
 JO0496
 JO0496.The horizontal coordinates were established by classical geodetic methods
 JO0496.and adjusted by the National Geodetic Survey in June 1998.
 JO0496
 JO0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0496
 JO0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0496.GEOID18 height accuracy estimate available here.
 JO0496
 JO0496.Click photographs - Photos may exist for this station.
 JO0496
 JO0496.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0496
 JO0496. The following values were computed from the NAD 83(1994) position.
 JO0496
 JO0496;                    North         East     Units Scale Factor Converg.
 JO0496;SPC UT S     - 3,166,567.210   413,131.838   MT  0.99997315   -0 36 26.4
 JO0496;SPC UT S     -10,388,979.25  1,355,416.71   sFT  0.99997315   -0 36 26.4
 JO0496;UTM  12      - 4,224,986.667   369,357.975   MT  0.99981020   -0 55 17.7
 JO0496
 JO0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0496!SPC UT S     -   0.99959192  x   0.99997315  =   0.99956508
 JO0496!UTM  12      -   0.99959192  x   0.99981020  =   0.99940220
 JO0496
 JO0496:                Primary Azimuth Mark                     Grid Az
 JO0496:SPC UT S     -  SOUTH CREEK AZ MK                        281 44 59.2
 JO0496:UTM  12      -  SOUTH CREEK AZ MK                        282 03 50.5
 JO0496
 JO0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH6935724986(NAD 83)
 JO0496
 JO0496|---------------------------------------------------------------------|
 JO0496| PID    Reference Object                     Distance      Geod. Az  |
 JO0496|                                                           dddmmss.s |
 JO0496| CM6050 SOUTH CREEK RM 1                     11.271 METERS 05539     |
 JO0496| CM6051 SOUTH CREEK RM 2                      7.923 METERS 14805     |
 JO0496| CM6049 SOUTH CREEK AZ MK                                  2810832.8 |
 JO0496| JO0557 LOS ANGELES SALT LK AWY BN 44       APPROX.57.9 KM 2811140.9 |
 JO0496|---------------------------------------------------------------------|
 JO0496
 JO0496                          SUPERSEDED SURVEY CONTROL
 JO0496
 JO0496  NAD 83(1986)-  38 09 47.94947(N)    112 29 28.56565(W) AD(       ) 1
 JO0496  NAD 27      -  38 09 48.05000(N)    112 29 25.80200(W) AD(       ) 1
 JO0496  NGVD 29 (07/19/86) 2620.0    (m)         8596.     (f) VERT ANG       
 JO0496
 JO0496.Superseded values are not recommended for survey control.
 JO0496
 JO0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0496.See file dsdata.pdf to determine how the superseded data were derived.
 JO0496
 JO0496_MARKER: DS = TRIANGULATION STATION DISK
 JO0496_SETTING: 80 = SET IN A BOULDER
 JO0496_STAMPING: DOUTH CREEK 1938
 JO0496_MARK LOGO: CGS
 JO0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0496+STABILITY: SURFACE MOTION
 JO0496
 JO0496  HISTORY     - Date     Condition        Report By
 JO0496  HISTORY     - 1938     MONUMENTED       CGS
 JO0496
 JO0496                          STATION DESCRIPTION
 JO0496
 JO0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JO0496'STATION IS ON A SMALL TIMBER AND BRUSH-COVERED PEAK NEAR W END OF
 JO0496'RIDGE EXTENDING W FROM CIRCLEVILLE MTS.  IT IS ABOUT TWO MILES
 JO0496'FROM BOUNDARY OF FISHLAKE NATIONAL FOREST, AND ABOUT 1/2 MILE
 JO0496'S OF SOUTH CREEK.  IT IS ABOUT 11-1/2 MILES SE OF BEAVER.
 JO0496'
 JO0496'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 JO0496'IN BOULDERS.
 JO0496'
 JO0496'REACHED FROM POST OFFICE IN BEAVER AS FOLLOWS--GO S ON U.S. 91
 JO0496'FOR 1.45 MILES TO A GRAVEL ROAD TO L AT A GRANITE MONUMENT.
 JO0496'THENCE TURN L OFF U.S. 91 AND GO E AND SE ON GRAVEL 0.6 MILE TO
 JO0496'FORK, TAKE R FORK SOUTHEASTERLY ON MAIN ROAD ALONG A LANE 1.0 MILE
 JO0496'TO END OF LANE.  THENCE CONTINUE ON MAIN TRAIL ROAD IN AN
 JO0496'EASTERLY DIRECTION 4.55 MILES TO A FORK, TAKE R FORK
 JO0496'SOUTHEASTERLY 0.4 MILE TO A GATE AND CORRAL ON R, CONTINUE ON
 JO0496'MAIN ROAD 0.45 MILE TO COXS RANCH.  THENCE KEEP BETWEEN HOUSE
 JO0496'AND BARN, AND PASS THRU A GATE.  THENCE CONTINUE EASTERLY UP
 JO0496'SOUTH CREEK ON A TRAIL ROAD 0.7 MILE TO A FORK, TAKE L
 JO0496'FORK UP CREEK ON A ROUGH TRAIL ROAD 3.1 MILES.  IT IS
 JO0496'POSSIBLE TO DRIVE FURTHER, BUT BECAUSE OF CONDITION OF
 JO0496'SEVERAL CREEK CROSSINGS BEYOND THIS POINT IT IS NOT
 JO0496'ADVISABLE TO CONTINUE ON.
 JO0496'
 JO0496'FROM END OF TRUCK TRAVEL PACK EASTERLY UP CREEK ABOUT 1-1/2 MILES
 JO0496'TO AN OPEN GRASSY FLAT, AND A SMALL VALLEY OFF TO R, S.  TURN R
 JO0496'OFF SOUTH CREEK, AND FOLLOW AN OLD LOGGING ROAD UP THIS VALLEY
 JO0496'ABOUT 3/4 MILE TO A SADDLE ON CREST OF A RIDGE.  THENCE TURN R,
 JO0496'WESTERLY, UP RIDGE ABOUT 1/4 MILE TO HIGHEST POINT AND STATION.
 JO0496'IT IS ABOUT A 1-1/2 HOUR PACK.
 JO0496'
 JO0496'STATION MARK IS SET IN A BOULDER ABOUT 2 FEET ACROSS AND
 JO0496'PROJECTING ABOUT 1 FOOT ABOVE GROUND SURFACE.  REFERENCE MARK NO.
 JO0496'1 IS SET IN A BOULDER ABOUT 3 BY 4 FEET IN SIZE, AND PROJECTING
 JO0496'ABOUT 2-1/2 FEET FROM GROUND, AND ABOUT 2-1/2 FEET LOWER THAN
 JO0496'STATION.  REFERENCE MARK NO. 2 IS SET IN A BOULDER ABOUT 2-1/2
 JO0496'BY 3-1/2 FEET, RECTANGULAR SHAPE, AND ABOUT 2-1/2 FEET ABOVE
 JO0496'GROUND, AND ABOUT 3 FEET LOWER THAN STATION.
 JO0496'
 JO0496'AZIMUTH IS A STANDARD DISK AZIMUTH MARK SET IN A BOULDER, ABOUT
 JO0496'500 FEET W OF, AND ABOUT 50 FEET LOWER THAN STATION.  IT IS ON
 JO0496'A SLOPE OF A SMALL KNOLL AND ABOUT 15 FEET LOWER THAN TOP OF
 JO0496'KNOLL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0908 ***********************************************************************
 LO0908  DESIGNATION -  SOUTH JORDAN ELEM SCH STACK
 LO0908  PID         -  LO0908
 LO0908  STATE/COUNTY-  UT/SALT LAKE
 LO0908  COUNTRY     -  US
 LO0908  USGS QUAD   -  MIDVALE (2017)
 LO0908
 LO0908                         *CURRENT SURVEY CONTROL
 LO0908  ______________________________________________________________________
 LO0908* NAD 83(1994) POSITION- 40 33 46.64318(N) 111 55 47.76813(W)   ADJUSTED
 LO0908  ______________________________________________________________________
 LO0908  GEOID HEIGHT    -        -17.266 (meters)                     GEOID18
 LO0908  LAPLACE CORR    -          3.58  (seconds)                    DEFLEC18
 LO0908  HORZ ORDER      -  THIRD
 LO0908
 LO0908.The horizontal coordinates were established by classical geodetic methods
 LO0908.and adjusted by the National Geodetic Survey in November 1997.
 LO0908
 LO0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0908.GEOID18 height accuracy estimate available here.
 LO0908
 LO0908.Click photographs - Photos may exist for this station.
 LO0908
 LO0908.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0908
 LO0908. The following values were computed from the NAD 83(1994) position.
 LO0908
 LO0908;                    North         East     Units Scale Factor Converg.
 LO0908;SPC UT C     - 2,247,625.382   463,590.299   MT  0.99997951   -0 16 31.5
 LO0908;SPC UT C     - 7,374,084.27  1,520,962.51   sFT  0.99997951   -0 16 31.5
 LO0908;UTM  12      - 4,490,658.385   421,276.139   MT  0.99967628   -0 36 17.1
 LO0908
 LO0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2127690658(NAD 83)
 LO0908
 LO0908                          SUPERSEDED SURVEY CONTROL
 LO0908
 LO0908  NAD 83(1993)-  40 33 46.64241(N)    111 55 47.76738(W) AD(       ) 3
 LO0908  NAD 83(1986)-  40 33 46.63019(N)    111 55 47.76182(W) AD(       ) 3
 LO0908  NAD 27      -  40 33 46.81667(N)    111 55 44.99485(W) AD(       ) 3
 LO0908
 LO0908.Superseded values are not recommended for survey control.
 LO0908
 LO0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0908.See file dsdata.pdf to determine how the superseded data were derived.
 LO0908
 LO0908_MARKER: 63 = STACK
 LO0908
 LO0908  HISTORY     - Date     Condition        Report By
 LO0908  HISTORY     - 1973     FIRST OBSERVED   NGS
 LO0908
 LO0908                          STATION DESCRIPTION
 LO0908
 LO0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0908'THE POINT INTERSECTED WAS THE TOP CENTER OF THE SOUTH JORDAN,
 LO0908'ELEMENTARY SCHOOL STACK THAT IS LOCATED IN THE SOUTHEAST ANGLE
 LO0908'OF THE INTERSECTION OF 1300 WEST AND 10400 SOUTH IN THE SMALL
 LO0908'VILLAGE OF SOUTH JORDAN.  IT IS A SQUARE, LIGHT COLORED BRICK
 LO0908'STRUCTURE THAT IS ABOUT 75 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0909 ***********************************************************************
 LO0909  DESIGNATION -  SOUTH JORDAN LDS STAKE CTR CH
 LO0909  PID         -  LO0909
 LO0909  STATE/COUNTY-  UT/SALT LAKE
 LO0909  COUNTRY     -  US
 LO0909  USGS QUAD   -  MIDVALE (2017)
 LO0909
 LO0909                         *CURRENT SURVEY CONTROL
 LO0909  ______________________________________________________________________
 LO0909* NAD 83(1994) POSITION- 40 33 43.24815(N) 111 56 03.55535(W)   ADJUSTED
 LO0909  ______________________________________________________________________
 LO0909  GEOID HEIGHT    -        -17.276 (meters)                     GEOID18
 LO0909  LAPLACE CORR    -          3.08  (seconds)                    DEFLEC18
 LO0909  HORZ ORDER      -  THIRD
 LO0909
 LO0909.The horizontal coordinates were established by classical geodetic methods
 LO0909.and adjusted by the National Geodetic Survey in November 1997.
 LO0909
 LO0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0909.GEOID18 height accuracy estimate available here.
 LO0909
 LO0909.Click photographs - Photos may exist for this station.
 LO0909
 LO0909.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0909
 LO0909. The following values were computed from the NAD 83(1994) position.
 LO0909
 LO0909;                    North         East     Units Scale Factor Converg.
 LO0909;SPC UT C     - 2,247,522.456   463,218.415   MT  0.99997930   -0 16 41.6
 LO0909;SPC UT C     - 7,373,746.59  1,519,742.42   sFT  0.99997930   -0 16 41.6
 LO0909;UTM  12      - 4,490,557.630   420,903.782   MT  0.99967701   -0 36 27.3
 LO0909
 LO0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2090390557(NAD 83)
 LO0909
 LO0909                          SUPERSEDED SURVEY CONTROL
 LO0909
 LO0909  NAD 83(1993)-  40 33 43.24723(N)    111 56 03.55435(W) AD(       ) 3
 LO0909  NAD 83(1986)-  40 33 43.23465(N)    111 56 03.54874(W) AD(       ) 3
 LO0909  NAD 27      -  40 33 43.41869(N)    111 56 00.77961(W) AD(       ) 3
 LO0909
 LO0909.Superseded values are not recommended for survey control.
 LO0909
 LO0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0909.See file dsdata.pdf to determine how the superseded data were derived.
 LO0909
 LO0909_MARKER: 90 = CHURCH SPIRE
 LO0909
 LO0909  HISTORY     - Date     Condition        Report By
 LO0909  HISTORY     - 1973     FIRST OBSERVED   NGS
 LO0909
 LO0909                          STATION DESCRIPTION
 LO0909
 LO0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0909'THE POINT INTERSECTED WAS THE TIP OF THE SPIRE ATOP THE SOUTH
 LO0909'JORDAN, LATTER DAY SAINTS CHURCH, THAT IS LOCATED NEAR THE
 LO0909'INTERSECTION OF 2450 WEST AND 12600 SOUTH IN THE SMALL VILLAGE
 LO0909'OF SOUTH JORDAN.  THE OVERALL HEIGHT OF THE SPIRE IS ABOUT 60
 LO0909'FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0927 ***********************************************************************
 LO0927  DESIGNATION -  SOUTH JORDAN SCHOOL
 LO0927  PID         -  LO0927
 LO0927  STATE/COUNTY-  UT/SALT LAKE
 LO0927  COUNTRY     -  US
 LO0927  USGS QUAD   -  MIDVALE (2017)
 LO0927
 LO0927                         *CURRENT SURVEY CONTROL
 LO0927  ______________________________________________________________________
 LO0927* NAD 83(1994) POSITION- 40 33 46.61735(N) 111 55 47.79356(W)   ADJUSTED
 LO0927* NAVD 88 ORTHO HEIGHT -  1327.    (meters)     4354.    (feet) SCALED
 LO0927  ______________________________________________________________________
 LO0927  GEOID HEIGHT    -        -17.266 (meters)                     GEOID18
 LO0927  LAPLACE CORR    -          3.58  (seconds)                    DEFLEC18
 LO0927  HORZ ORDER      -  THIRD
 LO0927
 LO0927.The horizontal coordinates were established by classical geodetic methods
 LO0927.and adjusted by the National Geodetic Survey in November 1997.
 LO0927
 LO0927.The orthometric height was scaled from a topographic map.
 LO0927
 LO0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0927.GEOID18 height accuracy estimate available here.
 LO0927
 LO0927.Click photographs - Photos may exist for this station.
 LO0927
 LO0927.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0927
 LO0927. The following values were computed from the NAD 83(1994) position.
 LO0927
 LO0927;                    North         East     Units Scale Factor Converg.
 LO0927;SPC UT C     - 2,247,624.588   463,589.697   MT  0.99997950   -0 16 31.5
 LO0927;SPC UT C     - 7,374,081.67  1,520,960.53   sFT  0.99997950   -0 16 31.5
 LO0927;UTM  12      - 4,490,657.595   421,275.533   MT  0.99967628   -0 36 17.1
 LO0927
 LO0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0927!SPC UT C     -   0.99979459  x   0.99997950  =   0.99977409
 LO0927!UTM  12      -   0.99979459  x   0.99967628  =   0.99947093
 LO0927
 LO0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2127590657(NAD 83)
 LO0927
 LO0927                          SUPERSEDED SURVEY CONTROL
 LO0927
 LO0927  NAD 83(1993)-  40 33 46.61714(N)    111 55 47.79258(W) AD(       ) 3
 LO0927  NAD 83(1986)-  40 33 46.60647(N)    111 55 47.78634(W) AD(       ) 3
 LO0927  NAD 27      -  40 33 46.79074(N)    111 55 45.02116(W) AD(       ) 3
 LO0927
 LO0927.Superseded values are not recommended for survey control.
 LO0927
 LO0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0927.See file dsdata.pdf to determine how the superseded data were derived.
 LO0927
 LO0927_MARKER: 85 = CHIMNEY
 LO0927
 LO0927  HISTORY     - Date     Condition        Report By
 LO0927  HISTORY     - 1950     FIRST OBSERVED   USGS
 LO0927
 LO0927                          STATION DESCRIPTION
 LO0927
 LO0927'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LO0927'LOCATED ABOUT 0.5 MI. E. OF STATE HIGHWAY 68 OR REDWOOD ROAD, IN TOWN
 LO0927'OF SOUTH JORDAN ON 1300 W. STREET AND ABOUT 200 FT. N. OF 10400 S.
 LO0927'STREET.  STATION IS ON W. SIDE OF SMALL WING EXTENDING W. FROM SOUTH
 LO0927'JORDAN SCHOOL THAT FACES E.
 LO0927'
 LO0927'STATION MARK--CENTER OF BROWN, TALL, EXPOSED CHIMNEY.
 LO0927'
 LO0927'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0441 ***********************************************************************
 KN0441  DESIGNATION -  SOUTH JUAB BASE
 KN0441  PID         -  KN0441
 KN0441  STATE/COUNTY-  UT/JUAB
 KN0441  COUNTRY     -  US
 KN0441  USGS QUAD   -  JUAB (2017)
 KN0441
 KN0441                         *CURRENT SURVEY CONTROL
 KN0441  ______________________________________________________________________
 KN0441* NAD 83(1994) POSITION- 39 32 13.27506(N) 111 55 03.51558(W)   ADJUSTED
 KN0441* NAVD 88 ORTHO HEIGHT -  1572.    (meters)     5157.    (feet) SCALED
 KN0441  ______________________________________________________________________
 KN0441  GEOID HEIGHT    -        -18.054 (meters)                     GEOID18
 KN0441  LAPLACE CORR    -          6.37  (seconds)                    DEFLEC18
 KN0441  HORZ ORDER      -  THIRD
 KN0441
 KN0441.The horizontal coordinates were established by classical geodetic methods
 KN0441.and adjusted by the National Geodetic Survey in November 1997.
 KN0441
 KN0441.The orthometric height was scaled from a topographic map.
 KN0441
 KN0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0441.GEOID18 height accuracy estimate available here.
 KN0441
 KN0441.Click photographs - Photos may exist for this station.
 KN0441
 KN0441.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0441
 KN0441. The following values were computed from the NAD 83(1994) position.
 KN0441
 KN0441;                    North         East     Units Scale Factor Converg.
 KN0441;SPC UT C     - 2,133,715.524   464,099.424   MT  0.99991227   -0 16 03.1
 KN0441;SPC UT C     - 7,000,365.01  1,522,632.86   sFT  0.99991227   -0 16 03.1
 KN0441;UTM  12      - 4,376,775.123   421,143.167   MT  0.99967656   -0 35 03.0
 KN0441
 KN0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0441!SPC UT C     -   0.99975624  x   0.99991227  =   0.99966853
 KN0441!UTM  12      -   0.99975624  x   0.99967656  =   0.99943288
 KN0441
 KN0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ2114376775(NAD 83)
 KN0441
 KN0441                          SUPERSEDED SURVEY CONTROL
 KN0441
 KN0441  NAD 83(1993)-  39 32 13.26308(N)    111 55 03.51280(W) AD(       ) 3
 KN0441  NAD 83(1986)-  39 32 13.26414(N)    111 55 03.50857(W) AD(       ) 3
 KN0441  NAD 27      -  39 32 13.41500(N)    111 55 00.74900(W) AD(       ) 3
 KN0441  USCA        -  39 32 08.05000(N)    111 55 06.58000(W) AD(       ) 3
 KN0441  USSD        -  39 32 14.20100(N)    111 55 01.45700(W) AD(       ) 3
 KN0441
 KN0441.Superseded values are not recommended for survey control.
 KN0441
 KN0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0441.See file dsdata.pdf to determine how the superseded data were derived.
 KN0441
 KN0441
 KN0441  HISTORY     - Date     Condition        Report By
 KN0441  HISTORY     - 1884     MONUMENTED       CGS
 KN0441  HISTORY     - 1925     SEE DESCRIPTION  CGS
 KN0441
 KN0441                          STATION DESCRIPTION
 KN0441
 KN0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 KN0441'NO ORIGINAL DESCRIPTION AVAILABLE.  STATION SITE IS ABOUT 3
 KN0441'MILES FROM LEVAN AND 2 MILES FROM JUAB, ON THE HIGHEST PART
 KN0441'OF A LOW SWELL.  A SMALL STONE, BELIEVED TO MARK THE STATION
 KN0441'CENTER, WAS RECOVERED BY THE U.S. FOREST SERVICE AND A QUADRIPOD
 KN0441'SIGNAL BUILT AND LEFT STANDING.  A BARBED-WIRE FENCE IS ABOUT
 KN0441'100 YARDS SOUTH OF THE SIGNAL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0774 ***********************************************************************
 MS0774  DESIGNATION -  SOUTH NEWFOUNDLAND
 MS0774  PID         -  MS0774
 MS0774  STATE/COUNTY-  UT/BOX ELDER
 MS0774  COUNTRY     -  US
 MS0774  USGS QUAD   -  KELLER WELL (2017)
 MS0774
 MS0774                         *CURRENT SURVEY CONTROL
 MS0774  ______________________________________________________________________
 MS0774* NAD 83(1994) POSITION- 41 01 52.25608(N) 113 22 17.58291(W)   ADJUSTED
 MS0774* NAVD 88 ORTHO HEIGHT -  1834.    (meters)     6017.    (feet) SCALED
 MS0774  ______________________________________________________________________
 MS0774  GEOID HEIGHT    -        -17.314 (meters)                     GEOID18
 MS0774  LAPLACE CORR    -          0.39  (seconds)                    DEFLEC18
 MS0774  HORZ ORDER      -  FIRST
 MS0774
 MS0774.The horizontal coordinates were established by classical geodetic methods
 MS0774.and adjusted by the National Geodetic Survey in November 1997.
 MS0774
 MS0774.The orthometric height was scaled from a topographic map.
 MS0774
 MS0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0774.GEOID18 height accuracy estimate available here.
 MS0774
 MS0774.Click photographs - Photos may exist for this station.
 MS0774
 MS0774.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0774
 MS0774. The following values were computed from the NAD 83(1994) position.
 MS0774
 MS0774;                    North         East     Units Scale Factor Converg.
 MS0774;SPC UT N     - 1,079,190.255   342,628.770   MT  0.99996415   -1 14 02.5
 MS0774;SPC UT N     - 3,540,643.36  1,124,107.89   sFT  0.99996415   -1 14 02.5
 MS0774;SPC UT C     - 2,301,183.330   342,603.998   MT  1.00011721   -1 11 56.0
 MS0774;SPC UT C     - 7,549,798.98  1,124,026.62   sFT  1.00011721   -1 11 56.0
 MS0774;UTM  12      - 4,544,928.020   300,635.002   MT  1.00008921   -1 33 26.5
 MS0774
 MS0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0774!SPC UT N     -   0.99971512  x   0.99996415  =   0.99967928
 MS0774!SPC UT C     -   0.99971512  x   1.00011721  =   0.99983230
 MS0774!UTM  12      -   0.99971512  x   1.00008921  =   0.99980430
 MS0774
 MS0774:                Primary Azimuth Mark                     Grid Az
 MS0774:SPC UT N     -  SOUTH NEWFOUNDLAND AZ MK                 266 45 05.7
 MS0774:SPC UT C     -  SOUTH NEWFOUNDLAND AZ MK                 266 42 59.2
 MS0774:UTM  12      -  SOUTH NEWFOUNDLAND AZ MK                 267 04 29.7
 MS0774
 MS0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL0063544928(NAD 83)
 MS0774
 MS0774|---------------------------------------------------------------------|
 MS0774| PID    Reference Object                     Distance      Geod. Az  |
 MS0774|                                                           dddmmss.s |
 MS0774| CM6491 SOUTH NEWFOUNDLAND RM 1               5.973 METERS 15022     |
 MS0774| LP0515 SAN FRANCIS SALT LK AWY BN 55       APPROX.34.7 KM 1934327.9 |
 MS0774| LP0579 SAN FRANCIS SALT LK AWY BN 53       APPROX.46.2 KM 2242908.7 |
 MS0774| CM6052 SOUTH NEWFOUNDLAND AZ MK                           2653103.2 |
 MS0774| CM6492 SOUTH NEWFOUNDLAND RM 2              15.413 METERS 35324     |
 MS0774|---------------------------------------------------------------------|
 MS0774
 MS0774                          SUPERSEDED SURVEY CONTROL
 MS0774
 MS0774  NAD 83(1986)-  41 01 52.24687(N)    113 22 17.57341(W) AD(       ) 1
 MS0774  NAD 27      -  41 01 52.49908(N)    113 22 14.60267(W) AD(       ) 1
 MS0774
 MS0774.Superseded values are not recommended for survey control.
 MS0774
 MS0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0774.See file dsdata.pdf to determine how the superseded data were derived.
 MS0774
 MS0774_MARKER: DS = TRIANGULATION STATION DISK
 MS0774_SETTING: 66 = SET IN ROCK OUTCROP
 MS0774_STAMPING: SOUTH NEWFOUNDLAND 1940
 MS0774_MARK LOGO: CGS
 MS0774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0774+STABILITY: POSITION/ELEVATION WELL
 MS0774
 MS0774  HISTORY     - Date     Condition        Report By
 MS0774  HISTORY     - 1940     MONUMENTED       CGS
 MS0774
 MS0774                          STATION DESCRIPTION
 MS0774
 MS0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MS0774'STATION IS LOCATED ABOUT 21-1/2 MILES NNW OF KNOLLS, ABOUT
 MS0774'40 MILES NE OF WENDOVER, ON THE HIGHEST PEAK NEAR THE SOUTHERN
 MS0774'END OF NEWFOUNDLAND MOUNTAINS.  STATION IS 2 MILES N OF THE LOWER
 MS0774'HILLS ON THE EXTREME S END, ON TOP OF A SHARP OUTCROP BENCH THAT
 MS0774'RISES ABOUT 20 FEET ABOVE THE GENERAL CREST OF THE ROCKY RIDGE
 MS0774'FORMING THE SUMMIT.
 MS0774'
 MS0774'STATION MARK IS A STANDARD BRONZE DISK SET IN BEDROCK FLUSH
 MS0774'WITH THE SURFACE ON A SHARP OUTCROP BENCH THAT RISES ABOUT 20
 MS0774'FEET ABOVE THE GENERAL CREST OF THE ROCKY RIDGE.  STAMPED SOUTH
 MS0774'NEWFOUNDLAND 1940.
 MS0774'
 MS0774'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN BEDROCK
 MS0774'ABOUT 20 FEET SSE OF STATION AND ABOUT THE SAME HEIGHT AS
 MS0774'STATION.  STAMPED SOUTH NEWFOUNDLAND NO. 1 1940.
 MS0774'
 MS0774'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN BEDROCK
 MS0774'ABOUT 51 FEET N OF STATION AND ABOUT 2 FEET LOWER IN ELEVATION.
 MS0774'STAMPED SOUTH NEWFOUNDLAND NO. 2 1940.
 MS0774'
 MS0774'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN BEDROCK ABOUT 1
 MS0774'MILE W OF STATION, ABOUT 1000 FEET LOWER IN ELEVATION AND 100
 MS0774'FEET S OF THE END OF TRUCK TRAVEL.  STAMPED SOUTH NEWFOUNDLAND
 MS0774'1940.
 MS0774'
 MS0774'REACHED FROM KNOLLS BY FOLLOWING U.S. HIGHWAY 40 E FOR 11.6 MILES
 MS0774'TO A DIRT ROAD LEADING NW THROUGH THE CENTER OF THE VALLEY.
 MS0774'THE APPROACH TO THIS ROAD HAS BEEN CUT AWAY BY THE HIGHWAY
 MS0774'GRADE.  THIS ROAD IS 1.65 MILES W ON U.S. HIGHWAY 40 FROM
 MS0774'DONNER-REED MEMORIAL MONUMENT.  TURN LEFT, NW, ON DIRT ROAD
 MS0774'FOR 9.25 MILES TO FORKS.  TAKE LEFT FORK, A DIM TRACK ROAD
 MS0774'LEADING TOWARD THE STATION FOR 5.8 MILES TO MUD FLATS.  ENTER MUD
 MS0774'FLATS AND CONTINUE ON TRACK ROAD FOR 2.6 MILES TO CROSSROADS.
 MS0774'KEEP STRAIGHT AHEAD ON TRACK ROAD LEADING TOWARDS THE S END
 MS0774'OF THE RANGE OF MOUNTAINS AHEAD FOR 5.9 MILES TO A PLAIN
 MS0774'ROAD RUNNING NE-SW AROUND THE S END OF THE RANGE.  TURN LEFT,
 MS0774'SW, FOLLOW PLAIN ROAD FOR 0.9 MILE TO EXTREME S END OF THE
 MS0774'RANGE, TURN RIGHT ON MAIN-TRAVELED ROAD, LEADING ALONG THE W
 MS0774'SIDE FOR 4.1 MILES TO CAIRN TO RIGHT OF ROAD.  TURN RIGHT,
 MS0774'CROSS COUNTRY, E, FOLLOWING LINE OF ROCK DUCTS, KEEPING TO
 MS0774'RIGHT OF RIGHT-HAND WASH FOR 0.75 MILE.  CROSS SMALL WASH
 MS0774'TO RIGHT, THENCE LEFT ALONG FLAT RIDGE FOR ABOUT 0.2 MILE TO
 MS0774'END OF TRUCK TRAVEL.  PACK IN AN EASTERLY DIRECTION TO
 MS0774'HIGHEST POINT AND STATION.  (1 1/4-HOUR PACK.)
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0722 ***********************************************************************
 MS0722  DESIGNATION -  SOUTH PROMONTORY CAIRN
 MS0722  PID         -  MS0722
 MS0722  STATE/COUNTY-  UT/BOX ELDER
 MS0722  COUNTRY     -  US
 MS0722  USGS QUAD   -  POKES POINT (2017)
 MS0722
 MS0722                         *CURRENT SURVEY CONTROL
 MS0722  ______________________________________________________________________
 MS0722* NAD 83(1994) POSITION- 41 18 25.10902(N) 112 26 49.83305(W)   ADJUSTED
 MS0722  ______________________________________________________________________
 MS0722  GEOID HEIGHT    -        -16.392 (meters)                     GEOID18
 MS0722  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 MS0722  HORZ ORDER      -  THIRD
 MS0722
 MS0722.The horizontal coordinates were established by classical geodetic methods
 MS0722.and adjusted by the National Geodetic Survey in November 1997.
 MS0722
 MS0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0722.GEOID18 height accuracy estimate available here.
 MS0722
 MS0722.Click photographs - Photos may exist for this station.
 MS0722
 MS0722.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0722
 MS0722. The following values were computed from the NAD 83(1994) position.
 MS0722
 MS0722;                    North         East     Units Scale Factor Converg.
 MS0722;SPC UT N     - 1,108,555.230   420,685.020   MT  0.99995732   -0 37 28.3
 MS0722;SPC UT N     - 3,636,984.95  1,380,197.44   sFT  0.99995732   -0 37 28.3
 MS0722;UTM  12      - 4,573,845.097   378,855.048   MT  0.99978062   -0 57 19.4
 MS0722
 MS0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL7885573845(NAD 83)
 MS0722
 MS0722                          SUPERSEDED SURVEY CONTROL
 MS0722
 MS0722  NAD 83(1993)-  41 18 25.10794(N)    112 26 49.83544(W) AD(       ) 3
 MS0722  NAD 83(1986)-  41 18 25.09776(N)    112 26 49.82280(W) AD(       ) 3
 MS0722  NAD 27      -  41 18 25.34500(N)    112 26 46.93900(W) AD(       ) 3
 MS0722  USSD        -  41 18 26.22400(N)    112 26 47.53400(W) AD(       ) 3
 MS0722
 MS0722.Superseded values are not recommended for survey control.
 MS0722
 MS0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0722.See file dsdata.pdf to determine how the superseded data were derived.
 MS0722
 MS0722_MARKER: 72 = CAIRN
 MS0722
 MS0722  HISTORY     - Date     Condition        Report By
 MS0722  HISTORY     - 1892     FIRST OBSERVED   CGS
 MS0722
 MS0722                          STATION DESCRIPTION
 MS0722
 MS0722'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0937 ***********************************************************************
 LO0937  DESIGNATION -  SOUTH SALT LAKE MUNICIPAL TANK
 LO0937  PID         -  LO0937
 LO0937  STATE/COUNTY-  UT/SALT LAKE
 LO0937  COUNTRY     -  US
 LO0937  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0937
 LO0937                         *CURRENT SURVEY CONTROL
 LO0937  ______________________________________________________________________
 LO0937* NAD 83(1994) POSITION- 40 42 58.46451(N) 111 53 40.35087(W)   ADJUSTED
 LO0937  ______________________________________________________________________
 LO0937  GEOID HEIGHT    -        -16.949 (meters)                     GEOID18
 LO0937  LAPLACE CORR    -          9.93  (seconds)                    DEFLEC18
 LO0937  HORZ ORDER      -  THIRD
 LO0937
 LO0937.The horizontal coordinates were established by classical geodetic methods
 LO0937.and adjusted by the National Geodetic Survey in November 1997.
 LO0937
 LO0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0937.GEOID18 height accuracy estimate available here.
 LO0937
 LO0937.Click photographs - Photos may exist for this station.
 LO0937
 LO0937.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0937
 LO0937. The following values were computed from the NAD 83(1994) position.
 LO0937
 LO0937;                    North         East     Units Scale Factor Converg.
 LO0937;SPC UT C     - 2,264,633.050   466,662.726   MT  1.00001716   -0 15 09.8
 LO0937;SPC UT C     - 7,429,883.60  1,531,042.63   sFT  1.00001716   -0 15 09.8
 LO0937;UTM  12      - 4,507,642.558   424,445.470   MT  0.99967026   -0 35 00.8
 LO0937
 LO0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2444507642(NAD 83)
 LO0937
 LO0937                          SUPERSEDED SURVEY CONTROL
 LO0937
 LO0937  NAD 83(1993)-  40 42 58.46464(N)    111 53 40.35078(W) AD(       ) 3
 LO0937  NAD 83(1986)-  40 42 58.45231(N)    111 53 40.34554(W) AD(       ) 3
 LO0937  NAD 27      -  40 42 58.64373(N)    111 53 37.57796(W) AD(       ) 3
 LO0937
 LO0937.Superseded values are not recommended for survey control.
 LO0937
 LO0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0937.See file dsdata.pdf to determine how the superseded data were derived.
 LO0937
 LO0937_MARKER: 53 = ELEVATED TANK
 LO0937
 LO0937  HISTORY     - Date     Condition        Report By
 LO0937  HISTORY     - 1962     FIRST OBSERVED   CGS
 LO0937  HISTORY     - 1973     GOOD             NGS
 LO0937
 LO0937                          STATION DESCRIPTION
 LO0937
 LO0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0937'STATION IS IN THE WEST PART OF SOUTH SALT LAKE, ABOUT 3-1/2
 LO0937'MILES NORTH OF MURRAY, 2 MILES EAST OF CHESTERFIELD AND 1/4
 LO0937'MILE WEST OF U.S. HIGHWAY 91.
 LO0937'
 LO0937'THE STATION IS THE TOP CENTER OF THE TANK.  IT IS SUPPORTED BY
 LO0937'FOUR STEEL LEGS AND IS SILVER IN COLOR, WITH AN OVERALL HEIGHT OF
 LO0937'160 FEET.
 LO0937
 LO0937                          STATION RECOVERY (1973)
 LO0937
 LO0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0937'THE SOUTH SALT LAKE MUNICIPAL WATER TANK 1962, WAS VISITED AND
 LO0937'RECOVERED AS DESCRIBED IN 1962.  IT HAS SOUTH SALT LAKE PAINTED
 LO0937'ON THE EAST SIDE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0934 ***********************************************************************
 LO0934  DESIGNATION -  SOUTH SALT LAKE RAD KCPX W MST
 LO0934  PID         -  LO0934
 LO0934  STATE/COUNTY-  UT/SALT LAKE
 LO0934  COUNTRY     -  US
 LO0934  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0934
 LO0934                         *CURRENT SURVEY CONTROL
 LO0934  ______________________________________________________________________
 LO0934* NAD 83(1994) POSITION- 40 42 04.06897(N) 111 55 14.72421(W)   ADJUSTED
 LO0934  ______________________________________________________________________
 LO0934  GEOID HEIGHT    -        -17.071 (meters)                     GEOID18
 LO0934  LAPLACE CORR    -          6.99  (seconds)                    DEFLEC18
 LO0934  HORZ ORDER      -  THIRD
 LO0934
 LO0934.The horizontal coordinates were established by classical geodetic methods
 LO0934.and adjusted by the National Geodetic Survey in November 1997.
 LO0934
 LO0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0934.GEOID18 height accuracy estimate available here.
 LO0934
 LO0934.Click photographs - Photos may exist for this station.
 LO0934
 LO0934.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0934
 LO0934. The following values were computed from the NAD 83(1994) position.
 LO0934
 LO0934;                    North         East     Units Scale Factor Converg.
 LO0934;SPC UT C     - 2,262,965.213   464,439.797   MT  1.00001312   -0 16 10.3
 LO0934;SPC UT C     - 7,424,411.70  1,523,749.57   sFT  1.00001312   -0 16 10.3
 LO0934;UTM  12      - 4,505,988.153   422,213.712   MT  0.99967447   -0 36 01.7
 LO0934
 LO0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2221305988(NAD 83)
 LO0934
 LO0934                          SUPERSEDED SURVEY CONTROL
 LO0934
 LO0934  NAD 83(1993)-  40 42 04.06895(N)    111 55 14.72397(W) AD(       ) 3
 LO0934  NAD 83(1986)-  40 42 04.05725(N)    111 55 14.71807(W) AD(       ) 3
 LO0934  NAD 27      -  40 42 04.24756(N)    111 55 11.94840(W) AD(       ) 3
 LO0934
 LO0934.Superseded values are not recommended for survey control.
 LO0934
 LO0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0934.See file dsdata.pdf to determine how the superseded data were derived.
 LO0934
 LO0934_MARKER: 42 = RADIO/TV MAST
 LO0934
 LO0934  HISTORY     - Date     Condition        Report By
 LO0934  HISTORY     - 1962     FIRST OBSERVED   CGS
 LO0934  HISTORY     - 1973     GOOD             NGS
 LO0934
 LO0934                          STATION DESCRIPTION
 LO0934
 LO0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0934'STATION IS ON THE NORTH SIDE OF 3300 SOUTH STREET IN SOUTH SALT
 LO0934'LAKE, ABOUT 1-1/2 MILES WEST OF U.S. HIGHWAY 91, 1 MILE SOUTHEAST
 LO0934'OF CHESTERFIELD AND 1/4 MILE EAST OF THE JORDAN RIVER.
 LO0934'
 LO0934'STATION IS THE TOP CENTER OF THE MAST.  IT IS CONSTRUCTED OF
 LO0934'STRUCTURAL STEEL AND ALTERNATE SECTIONS ARE PAINTED RED AND WHITE
 LO0934'AND WITH AN OVERALL HEIGHT OF ABOUT 300 FEET.
 LO0934
 LO0934                          STATION RECOVERY (1973)
 LO0934
 LO0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0934'THE SOUTH SALT LAKE RADIO STATION KCPX MAST 1962, WAS VISITED AND
 LO0934'RECOVERED AS DESCRIBED IN 1962.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0948 ***********************************************************************
 LO0948  DESIGNATION -  SOUTH SALT LAKE RAD KCPX E MST
 LO0948  PID         -  LO0948
 LO0948  STATE/COUNTY-  UT/SALT LAKE
 LO0948  COUNTRY     -  US
 LO0948  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0948
 LO0948                         *CURRENT SURVEY CONTROL
 LO0948  ______________________________________________________________________
 LO0948* NAD 83(1994) POSITION- 40 42 04.92172(N) 111 55 08.55064(W)   ADJUSTED
 LO0948  ______________________________________________________________________
 LO0948  GEOID HEIGHT    -        -17.065 (meters)                     GEOID18
 LO0948  LAPLACE CORR    -          7.18  (seconds)                    DEFLEC18
 LO0948  HORZ ORDER      -  THIRD
 LO0948
 LO0948.The horizontal coordinates were established by classical geodetic methods
 LO0948.and adjusted by the National Geodetic Survey in November 1997.
 LO0948
 LO0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0948.GEOID18 height accuracy estimate available here.
 LO0948
 LO0948.Click photographs - Photos may exist for this station.
 LO0948
 LO0948.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0948
 LO0948. The following values were computed from the NAD 83(1994) position.
 LO0948
 LO0948;                    North         East     Units Scale Factor Converg.
 LO0948;SPC UT C     - 2,262,990.837   464,584.852   MT  1.00001319   -0 16 06.3
 LO0948;SPC UT C     - 7,424,495.77  1,524,225.47   sFT  1.00001319   -0 16 06.3
 LO0948;UTM  12      - 4,506,012.931   422,358.864   MT  0.99967420   -0 35 57.7
 LO0948
 LO0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2235806012(NAD 83)
 LO0948
 LO0948                          SUPERSEDED SURVEY CONTROL
 LO0948
 LO0948  NAD 83(1993)-  40 42 04.92167(N)    111 55 08.55030(W) AD(       ) 3
 LO0948  NAD 83(1986)-  40 42 04.90978(N)    111 55 08.54446(W) AD(       ) 3
 LO0948  NAD 27      -  40 42 05.10019(N)    111 55 05.77435(W) AD(       ) 3
 LO0948
 LO0948.Superseded values are not recommended for survey control.
 LO0948
 LO0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0948.See file dsdata.pdf to determine how the superseded data were derived.
 LO0948
 LO0948_MARKER: 42 = RADIO/TV MAST
 LO0948
 LO0948  HISTORY     - Date     Condition        Report By
 LO0948  HISTORY     - 1973     FIRST OBSERVED   NGS
 LO0948
 LO0948                          STATION DESCRIPTION
 LO0948
 LO0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0948'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE SOUTH SALT LAKE,
 LO0948'RADIO STATION KCPX, MAST THAT IS LOCATED ABOUT 1 MILE EAST OF
 LO0948'STATE HIGHWAY 68 AND JUST NORTH OF STATE HIGHWAY 171 IN SOUTH SALT
 LO0948'LAKE.  THE MAST IS TRIANGULAR IN CROSS SECTION, PAINTED IN
 LO0948'ALTERNATE BANDS OF RED AND WHITE.  THE OVERALL HEIGHT BEING 210
 LO0948'FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0952 ***********************************************************************
 LO0952  DESIGNATION -  SOUTH SALT LAKE RAD KSOP MAST
 LO0952  PID         -  LO0952
 LO0952  STATE/COUNTY-  UT/SALT LAKE
 LO0952  COUNTRY     -  US
 LO0952  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0952
 LO0952                         *CURRENT SURVEY CONTROL
 LO0952  ______________________________________________________________________
 LO0952* NAD 83(1994) POSITION- 40 43 11.00395(N) 111 55 45.16328(W)   ADJUSTED
 LO0952  ______________________________________________________________________
 LO0952  GEOID HEIGHT    -        -17.073 (meters)                     GEOID18
 LO0952  LAPLACE CORR    -          6.24  (seconds)                    DEFLEC18
 LO0952  HORZ ORDER      -  THIRD
 LO0952
 LO0952.The horizontal coordinates were established by classical geodetic methods
 LO0952.and adjusted by the National Geodetic Survey in November 1997.
 LO0952
 LO0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0952.GEOID18 height accuracy estimate available here.
 LO0952
 LO0952.Click photographs - Photos may exist for this station.
 LO0952
 LO0952.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0952
 LO0952. The following values were computed from the NAD 83(1994) position.
 LO0952
 LO0952;                    North         East     Units Scale Factor Converg.
 LO0952;SPC UT C     - 2,265,033.344   463,735.112   MT  1.00001810   -0 16 29.8
 LO0952;SPC UT C     - 7,431,196.90  1,521,437.61   sFT  1.00001810   -0 16 29.8
 LO0952;UTM  12      - 4,508,059.616   421,521.226   MT  0.99967581   -0 36 22.4
 LO0952
 LO0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2152108059(NAD 83)
 LO0952
 LO0952                          SUPERSEDED SURVEY CONTROL
 LO0952
 LO0952  NAD 83(1993)-  40 43 11.00376(N)    111 55 45.16310(W) AD(       ) 3
 LO0952  NAD 83(1986)-  40 43 10.99202(N)    111 55 45.15664(W) AD(       ) 3
 LO0952  NAD 27      -  40 43 11.18385(N)    111 55 42.38322(W) AD(       ) 3
 LO0952
 LO0952.Superseded values are not recommended for survey control.
 LO0952
 LO0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0952.See file dsdata.pdf to determine how the superseded data were derived.
 LO0952
 LO0952_MARKER: 42 = RADIO/TV MAST
 LO0952
 LO0952  HISTORY     - Date     Condition        Report By
 LO0952  HISTORY     - 1973     FIRST OBSERVED   NGS
 LO0952
 LO0952                          STATION DESCRIPTION
 LO0952
 LO0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0952'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE SALT LAKE CITY,
 LO0952'RADIO MAST KSOP THAT IS LOCATED ABOUT 0.5 MILE EAST OF STATE
 LO0952'HIGHWAY 68 AND JUST SOUTH OF 2320 SOUTH NEAR THE WEST EDGE OF SOUTH
 LO0952'SALT LAKE.  THE MAST IS TRIANGULAR IN CROSS SECTION, PAINTED IN
 LO0952'ALTERNATE BANDS OF RED AND WJITE AND IS ABOUT 220 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0953 ***********************************************************************
 LO0953  DESIGNATION -  SOUTH SALT LAKE RAD KWHO MAST
 LO0953  PID         -  LO0953
 LO0953  STATE/COUNTY-  UT/SALT LAKE
 LO0953  COUNTRY     -  US
 LO0953  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0953
 LO0953                         *CURRENT SURVEY CONTROL
 LO0953  ______________________________________________________________________
 LO0953* NAD 83(1994) POSITION- 40 42 45.14854(N) 111 56 02.60227(W)   ADJUSTED
 LO0953  ______________________________________________________________________
 LO0953  GEOID HEIGHT    -        -17.096 (meters)                     GEOID18
 LO0953  LAPLACE CORR    -          5.72  (seconds)                    DEFLEC18
 LO0953  HORZ ORDER      -  THIRD
 LO0953
 LO0953.The horizontal coordinates were established by classical geodetic methods
 LO0953.and adjusted by the National Geodetic Survey in November 1997.
 LO0953
 LO0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0953.GEOID18 height accuracy estimate available here.
 LO0953
 LO0953.Click photographs - Photos may exist for this station.
 LO0953
 LO0953.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0953
 LO0953. The following values were computed from the NAD 83(1994) position.
 LO0953
 LO0953;                    North         East     Units Scale Factor Converg.
 LO0953;SPC UT C     - 2,264,237.759   463,321.953   MT  1.00001616   -0 16 41.0
 LO0953;SPC UT C     - 7,428,586.71  1,520,082.11   sFT  1.00001616   -0 16 41.0
 LO0953;UTM  12      - 4,507,266.703   421,103.617   MT  0.99967662   -0 36 33.4
 LO0953
 LO0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2110307266(NAD 83)
 LO0953
 LO0953                          SUPERSEDED SURVEY CONTROL
 LO0953
 LO0953  NAD 83(1993)-  40 42 45.14844(N)    111 56 02.60206(W) AD(       ) 3
 LO0953  NAD 83(1986)-  40 42 45.13676(N)    111 56 02.59564(W) AD(       ) 3
 LO0953  NAD 27      -  40 42 45.32883(N)    111 55 59.82222(W) AD(       ) 3
 LO0953
 LO0953.Superseded values are not recommended for survey control.
 LO0953
 LO0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0953.See file dsdata.pdf to determine how the superseded data were derived.
 LO0953
 LO0953_MARKER: 42 = RADIO/TV MAST
 LO0953
 LO0953  HISTORY     - Date     Condition        Report By
 LO0953  HISTORY     - 1973     FIRST OBSERVED   NGS
 LO0953
 LO0953                          STATION DESCRIPTION
 LO0953
 LO0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0953'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE SALT LAKE CITY,
 LO0953'RADIO MAST KWHO THAT IS LOCATED ABOUT 0.1 MILE SOUTH OF 2500
 LO0953'SOUTH BETWEEN INTERSTATE HIGHWAY 15 AND STATE HIGHWAY 68 NEAR
 LO0953'THE WEST EDGE OF SOUTH SALT LAKE.  THE MAST IS TRIANGULAR IN
 LO0953'CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE AND
 LO0953'IS ABOUT 220 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0408 ***********************************************************************
 KO0408  DESIGNATION -  SOUTH SCIPIO CAIRN
 KO0408  PID         -  KO0408
 KO0408  STATE/COUNTY-  UT/MILLARD
 KO0408  COUNTRY     -  US
 KO0408  USGS QUAD   -  WILLIAMS PEAK (2017)
 KO0408
 KO0408                         *CURRENT SURVEY CONTROL
 KO0408  ______________________________________________________________________
 KO0408* NAD 83(1994) POSITION- 39 17 41.26965(N) 112 11 50.34503(W)   ADJUSTED
 KO0408  ______________________________________________________________________
 KO0408  GEOID HEIGHT    -        -18.092 (meters)                     GEOID18
 KO0408  LAPLACE CORR    -         -8.61  (seconds)                    DEFLEC18
 KO0408  HORZ ORDER      -  THIRD
 KO0408
 KO0408.The horizontal coordinates were established by classical geodetic methods
 KO0408.and adjusted by the National Geodetic Survey in June 1998.
 KO0408
 KO0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0408.GEOID18 height accuracy estimate available here.
 KO0408
 KO0408.Click photographs - Photos may exist for this station.
 KO0408
 KO0408.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0408
 KO0408. The following values were computed from the NAD 83(1994) position.
 KO0408
 KO0408;                    North         East     Units Scale Factor Converg.
 KO0408;SPC UT C     - 2,106,975.659   439,849.346   MT  0.99994297   -0 26 48.1
 KO0408;SPC UT C     - 6,912,635.97  1,443,072.40   sFT  0.99994297   -0 26 48.1
 KO0408;UTM  12      - 4,350,174.632   396,752.222   MT  0.99973125   -0 45 30.0
 KO0408
 KO0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ9675250174(NAD 83)
 KO0408
 KO0408                          SUPERSEDED SURVEY CONTROL
 KO0408
 KO0408  NAD 83(1986)-  39 17 41.26065(N)    112 11 50.33828(W) AD(       ) 3
 KO0408  NAD 27      -  39 17 41.40700(N)    112 11 47.56300(W) AD(       ) 3
 KO0408  USCA        -  39 17 36.00000(N)    112 11 53.38000(W) AD(       ) 3
 KO0408  USSD        -  39 17 42.19200(N)    112 11 48.30200(W) AD(       ) 3
 KO0408
 KO0408.Superseded values are not recommended for survey control.
 KO0408
 KO0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0408.See file dsdata.pdf to determine how the superseded data were derived.
 KO0408
 KO0408_MARKER: 72 = CAIRN
 KO0408
 KO0408  HISTORY     - Date     Condition        Report By
 KO0408  HISTORY     - UNK      FIRST OBSERVED   CGS
 KO0408
 KO0408                          STATION DESCRIPTION
 KO0408
 KO0408'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0397 ***********************************************************************
 KN0397  DESIGNATION -  SOUTH TENT
 KN0397  PID         -  KN0397
 KN0397  STATE/COUNTY-  UT/SANPETE
 KN0397  COUNTRY     -  US
 KN0397  USGS QUAD   -  SOUTH TENT MOUNTAIN (2017)
 KN0397
 KN0397                         *CURRENT SURVEY CONTROL
 KN0397  ______________________________________________________________________
 KN0397* NAD 83(1994) POSITION- 39 23 31.76472(N) 111 21 27.35785(W)   ADJUSTED
 KN0397* NAVD 88 ORTHO HEIGHT -  3440.5   (meters)    11288.    (feet) VERTCON3
 KN0397  ______________________________________________________________________
 KN0397  GEOID HEIGHT    -        -16.152 (meters)                     GEOID18
 KN0397  LAPLACE CORR    -          8.15  (seconds)                    DEFLEC18
 KN0397  HORZ ORDER      -  SECOND
 KN0397
 KN0397.The horizontal coordinates were established by classical geodetic methods
 KN0397.and adjusted by the National Geodetic Survey in November 1997.
 KN0397
 KN0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0397
 KN0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0397.GEOID18 height accuracy estimate available here.
 KN0397
 KN0397.Click photographs - Photos may exist for this station.
 KN0397
 KN0397.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0397
 KN0397. The following values were computed from the NAD 83(1994) position.
 KN0397
 KN0397;                    North         East     Units Scale Factor Converg.
 KN0397;SPC UT C     - 2,117,559.330   512,266.387   MT  0.99992850   +0 05 28.4
 KN0397;SPC UT C     - 6,947,359.24  1,680,660.64   sFT  0.99992850   +0 05 28.4
 KN0397;UTM  12      - 4,360,357.105   469,206.457   MT  0.99961167   -0 13 37.0
 KN0397
 KN0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0397!SPC UT C     -   0.99946304  x   0.99992850  =   0.99939158
 KN0397!UTM  12      -   0.99946304  x   0.99961167  =   0.99907492
 KN0397
 KN0397:                Primary Azimuth Mark                     Grid Az
 KN0397:SPC UT C     -  SOUTH TENT AZ MK                         309 35 35.1
 KN0397:UTM  12      -  SOUTH TENT AZ MK                         309 54 40.5
 KN0397
 KN0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ6920660357(NAD 83)
 KN0397
 KN0397|---------------------------------------------------------------------|
 KN0397| PID    Reference Object                     Distance      Geod. Az  |
 KN0397|                                                           dddmmss.s |
 KN0397| CM6494 SOUTH TENT RM 1                       7.647 METERS 00649     |
 KN0397| CM6495 SOUTH TENT RM 2                      15.721 METERS 17943     |
 KN0397| KN0399 C H 1                               APPROX.15.9 KM 2250545.2 |
 KN0397| KN0401 C H 2 HORSESHOE                     APPROX. 6.1 KM 2503432.2 |
 KN0397| CM6493 SOUTH TENT AZ MK                                   3094103.5 |
 KN0397|---------------------------------------------------------------------|
 KN0397
 KN0397                          SUPERSEDED SURVEY CONTROL
 KN0397
 KN0397  NAD 83(1986)-  39 23 31.75406(N)    111 21 27.35210(W) AD(       ) 2
 KN0397  NAD 27      -  39 23 31.87900(N)    111 21 24.70800(W) AD(       ) 2
 KN0397  USSD        -  39 23 32.63100(N)    111 21 25.32700(W) AD(       ) 3
 KN0397  NGVD 29 (07/19/86) 3439.0    (m)        11283.     (f) VERT ANG       
 KN0397
 KN0397.Superseded values are not recommended for survey control.
 KN0397
 KN0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0397.See file dsdata.pdf to determine how the superseded data were derived.
 KN0397
 KN0397_MARKER: DS = TRIANGULATION STATION DISK
 KN0397_SETTING: 66 = SET IN ROCK OUTCROP
 KN0397_STAMPING: SOUTH TENT 1919
 KN0397_MARK LOGO: CGS
 KN0397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0397+STABILITY: POSITION/ELEVATION WELL
 KN0397
 KN0397  HISTORY     - Date     Condition        Report By
 KN0397  HISTORY     - 1919     MONUMENTED       CGS
 KN0397  HISTORY     - 1937     GOOD             CGS
 KN0397  HISTORY     - 1938     GOOD             CGS
 KN0397  HISTORY     - 20180721 GOOD             GEOCAC
 KN0397  HISTORY     - 20210703 GOOD             PEAKBG
 KN0397  HISTORY     - 20220712 GOOD             PEAKBG
 KN0397
 KN0397                          STATION DESCRIPTION
 KN0397
 KN0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (GDC)
 KN0397'ON MOUNTAIN ON N SIDE OF REEDER CANYON, NEAR ITS HEAD, ON CREST
 KN0397'OF LONG ROCKY LEDGE PRACTICALLY ON HIGHEST PART OF RIDGE.
 KN0397'STATION IS ON SITE OF POWELL STATION.  THERE ARE TWO TRAILS,
 KN0397'ONE LEADING OFF FROM STATE NEPHI-EMERY ROAD FROM ALPINE
 KN0397'SUBSTATION, N PAST ORSEN IRRIGATION TUNNEL FOLLOWING HIGH GROUND
 KN0397'BETWEEN HORSESHOE MOUNTAIN AND SOUTH TENT AND SECOND TRAIL
 KN0397'IS RELATIVELY STEEP FROM SPRING CITY PAST NORTH TENT.  STATION
 KN0397'IS MARKED BY A STANDARD DISK STATION MARK.  TWO STANDARD DISK
 KN0397'REFERENCE MARKS ARE RESPECTIVELY, 7.650 METERS (25.10 FEET)
 KN0397'DISTANT S 06 DEG 45 MIN W AND 15.700 METERS (51.51
 KN0397'FEET) N 00 DEG 45 MIN W FROM STATION.
 KN0397
 KN0397                          STATION RECOVERY (1937)
 KN0397
 KN0397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KN0397'STATION IS LOCATED ABOUT 13 MILES N OF E OF EPHRAIM, ABOUT 10
 KN0397'MILES SE OF SPRING CITY, ON LANDS OF MANTI NATIONAL FOREST
 KN0397'AND ON SUMMIT OF SOUTH TENT MOUNTAIN.
 KN0397'
 KN0397'REACHED FROM ORANGEVILLE BY EPHRAIM ROAD W 27.9 MILES TO A
 KN0397'GRADED ROAD TO RIGHT, N, AT SIGN--SKYLINE DRIVE.  THIS ROAD
 KN0397'IS ABOUT A MILE BEYOND BECKS CREEK SHELTER CABIN, AND 1.25 MILES
 KN0397'BY ROAD E FROM SUMMIT OF WASATCH MTS.  IT IS 18 MILES E FROM
 KN0397'EPHRAIM.  TURN N ON SKYLINE DRIVE AND FOLLOW MAIN ROAD N
 KN0397'7.1 MILES TO A SMALL SIGN ON LARGE TREE TO R OF ROAD--REEDER
 KN0397'CANYON.  TURN OFF ROAD ABOUT 30 YARDS BEFORE REACHING THIS
 KN0397'SIGN AND DRIVE UP RIDGE TO EAST ABOUT 0.15 MILE TO END OF
 KN0397'TRUCK TRAVEL, AT S FOOT OF NORTH TENT.  THENCE, PACK UP STOCK
 KN0397'TRAILS TOWARD E SUMMIT OF NORTH TENT, CUT ACROSS STEEP SLOPE
 KN0397'ON STOCK TRAIL, TO R, AND FOLLOW CONNECTING RIDGE SE TO
 KN0397'SOUTH TENT AND STATION.  NET CLIMB IS ABOUT 700 FEET AND
 KN0397'DISTANCE 1-1/2 MILES.  THERE IS A POSSIBLE STEEPER SHORTER
 KN0397'ROUTE AS FOLLOWS--0.15 MILE BEFORE REACHING REEDER CANYON
 KN0397'SIGN, A TRAIL ROAD TURNS R, E, DOWN HILL, CROSSES
 KN0397'IRRIGATION DITCH, AND CONTINUES EASTERLY ACROSS BASIN TO
 KN0397'SW FOOT OF SOUTH TENT.  BEYOND DITCH, THIS TRAIL APPEARED
 KN0397'DIFFICULT, AND MAY BE IMPASSABLE WHERE IT CROSSES SOME
 KN0397'DEEP DRAWS.  ROUTE DESCRIBED ABOVE WAS NOT FREE FROM SNOW IN
 KN0397'1937 UNTIL JULY 24.  IF IMPASSABLE FROM S, A BETTER
 KN0397'ROUTE IS FROM SPRING CITY, UP CANYON ABOUT 14 MILES TO SKYLINE
 KN0397'DRIVE.  THENCE S 0.65 MILE TO FORK.  THENCE BY R FORK, MAIN
 KN0397'TRAVELED ROAD, S 2.7 MILES TO REEDER CANYON SIGN AS ABOVE.
 KN0397'
 KN0397'MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.  OLD MARKS
 KN0397'STAMPED SOUTH TENT-1919.  AZIMUTH MARK STAMPED SOUTH
 KN0397'TENT-1919-1937.  REFERENCE MARK NO. 1 IS N OF STATION.  REFERENCE
 KN0397'MARK NO. 2 IS S OF STATION, BOTH ON SAME RIDGE WITH STATION.
 KN0397'AZIMUTH MARK IS LOCATED ABOUT 1 MILE NW OF STATION, IN LEDGE
 KN0397'ROCK ON SE POINT OF NORTH TENT MT.  NW POINT OF PEAK IS SLIGHTLY
 KN0397'HIGHER.  OLD STAND IN PLACE, REPAIRED AND FLOOR BOARDS ADDED.
 KN0397'HEIGHT IS 45 INCHES.
 KN0397'
 KN0397'LIGHTKEEPERS SHOWED LIGHT FROM STATION BUT IT WAS NOT OCCUPIED
 KN0397'BY INSTRUMENT PARTY.  NOTE--AZIMUTH MARK WAS SET IN 1937 BUT
 KN0397'HAS NOT BEEN TIED IN.
 KN0397
 KN0397                          STATION RECOVERY (1938)
 KN0397
 KN0397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0397'STATION IS LOCATED IN CENTRAL PART OF UTAH IN WASATCH MTS.
 KN0397'ON HIGHEST PART OF SOUTH TENT MT. WHICH IS E OF SKYLINE DRIVE
 KN0397'IN MANTI NATIONAL FOREST BETWEEN BLACK CANYON AND REEDER CANYON,
 KN0397'IN T 16 S, R 5 E.  IT IS ABOUT 13 MILES AIRLINE ESE OF EPHRAIM,
 KN0397'11 MILES SE OF SPRING CITY, AND ABOUT 20 MILES AIRLINE NW OF
 KN0397'ORANGEVILLE.
 KN0397'
 KN0397'REACHED FROM ORANGEVILLE BY EPHRAIM ROAD, W, 27.3 MILES TO A
 KN0397'GRADED ROAD TO R, N, AT A SKYLINE DRIVE SIGN ON R AND A
 KN0397'SIGN--EPHRAIM 18, ORANGEVILLE 28--ON L.  THIS ROAD IS ABOUT A
 KN0397'MILE BEYOND BECKS CREEK SHELTER CABIN AND ABOUT 1-1/4 MILE
 KN0397'BY ROAD E OF SUMMIT OF WASATCH MTS.  TURN R, N, ON SKYLINE
 KN0397'DRIVE AND FOLLOW MAIN ROAD 7.1 MILES WHICH LEADS YOU UP A RIDGE
 KN0397'AROUND E SIDE OF BIG HORSESHOE MT. AND TO A SIGN ON R
 KN0397'OF ROAD MARKED--REEDERS CANYON.  TURN OFF ROAD HERE AND WORK
 KN0397'AROUND S SIDE OF NORTH TENT TO TOP OF LOWEST PART OF RIDGE
 KN0397'JOINING NORTH AND SOUTH TENT MTS.  THENCE BEAR R ON STOCK
 KN0397'TRAILS, ALONG SUMMIT OF RIDGE TO TOP AND HIGHEST PART OF SOUTH
 KN0397'TENT MT. AND STATION.
 KN0397'
 KN0397'AN AZIMUTH MARK WAS ESTABLISHED ABOUT 1 MILE NW OF STATION
 KN0397'ON SE TIP OF NORTH TENT MT.  AZIMUTH MARK STAMPED SOUTH TENT
 KN0397'1919, 1937.  STATION AND REFERENCE MARKS ARE ALL SET IN BEDROCK
 KN0397'AND IN GOOD ORDER.
 KN0397'
 KN0397'NOTE--SKYLINE DRIVE, REFERRED TO ABOVE, DOES NOT NECESSARILY
 KN0397'MEAN THAT A TRUCK CAN BE DRIVEN OVER IT, EXCEPT POSSIBLY TWO
 KN0397'MONTHS OUT OF YEAR, BUT SCENERY WOULD BE GRAND FROM BACK OF
 KN0397'A HORSE IF YOU ARE LUCKY ENOUGH TO SECURE ONE.
 KN0397
 KN0397                          STATION RECOVERY (2018)
 KN0397
 KN0397'RECOVERY NOTE BY GEOCACHING 2018 (AK)
 KN0397'RECOVERED IN GOOD CONDITION.
 KN0397
 KN0397                          STATION RECOVERY (2021)
 KN0397
 KN0397'RECOVERY NOTE BY PEAK BAGGER 2021 (LN)
 KN0397'GOOD CONDITION LAN.
 KN0397
 KN0397                          STATION RECOVERY (2022)
 KN0397
 KN0397'RECOVERY NOTE BY PEAK BAGGER 2022 (RHW)
 KN0397'SECURE AND IN GOOD CONDITION, AS ARE REFERENCE MARKS 1 AND 2,
 KN0397'RESPECTIVELY 8 M (26.2 FT) NORTH AND 17 M (55.8 FT) SOUTH OF
 KN0397'TRIANGULATION STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AB5961 ***********************************************************************
 AB5961  DESIGNATION -  SOUTH TWIN
 AB5961  PID         -  AB5961
 AB5961  STATE/COUNTY-  UT/RICH
 AB5961  COUNTRY     -  US
 AB5961  USGS QUAD   -  OLD CANYON (2017)
 AB5961
 AB5961                         *CURRENT SURVEY CONTROL
 AB5961  ______________________________________________________________________
 AB5961* NAD 83(1994) POSITION- 41 44 07.65966(N) 111 20 03.41351(W)   ADJUSTED
 AB5961* NAVD 88 ORTHO HEIGHT -  2344.8   (meters)     7693.    (feet) VERTCON3
 AB5961  ______________________________________________________________________
 AB5961  GEOID HEIGHT    -        -14.714 (meters)                     GEOID18
 AB5961  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 AB5961  HORZ ORDER      -  THIRD
 AB5961
 AB5961.The horizontal coordinates were established by classical geodetic methods
 AB5961.and adjusted by the National Geodetic Survey in November 1997.
 AB5961
 AB5961.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB5961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB5961
 AB5961.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5961.GEOID18 height accuracy estimate available here.
 AB5961
 AB5961.Click photographs - Photos may exist for this station.
 AB5961
 AB5961.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB5961
 AB5961. The following values were computed from the NAD 83(1994) position.
 AB5961
 AB5961;                    North         East     Units Scale Factor Converg.
 AB5961;SPC UT N     - 1,155,724.090   513,786.510   MT  0.99999258   +0 06 33.4
 AB5961;SPC UT N     - 3,791,738.12  1,685,647.91   sFT  0.99999258   +0 06 33.4
 AB5961;UTM  12      - 4,620,459.427   472,201.214   MT  0.99960951   -0 13 21.1
 AB5961
 AB5961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5961!SPC UT N     -   0.99963467  x   0.99999258  =   0.99962725
 AB5961!UTM  12      -   0.99963467  x   0.99960951  =   0.99924432
 AB5961
 AB5961_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM7220120459(NAD 83)
 AB5961
 AB5961                          SUPERSEDED SURVEY CONTROL
 AB5961
 AB5961  NAD 83(1993)-  41 44 07.65899(N)    111 20 03.41402(W) AD(       ) 3
 AB5961  NAD 83(1986)-  41 44 07.64725(N)    111 20 03.40248(W) AD(       ) 3
 AB5961  NGVD 29 (08/09/96) 2343.4    (m)         7688.     (f) VERT ANG       
 AB5961
 AB5961.Superseded values are not recommended for survey control.
 AB5961
 AB5961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5961.See file dsdata.pdf to determine how the superseded data were derived.
 AB5961
 AB5961_MARKER: Z = SEE DESCRIPTION
 AB5961_SETTING: 0 = UNSPECIFIED SETTING
 AB5961
 AB5961  HISTORY     - Date     Condition        Report By
 AB5961  HISTORY     - 1909     MONUMENTED       USGS
 AB5961
 AB5961                          STATION DESCRIPTION
 AB5961
 AB5961'DESCRIBED BY US GEOLOGICAL SURVEY 1909
 AB5961'LOCATED ABOUT 9 MI. (AIRLINE) NW. OF RANDOLPH AND 6 MI. S. OF
 AB5961'LAKETOWN, ON THE HIGHEST POINT OF THE MOST SOUTHERN OF TWIN PEAKS,
 AB5961'WELL KNOWN LOCALLY.
 AB5961'TO REACH FROM RANDOLPH OR FROM LAKETOWN GO BY HORSEBACK.
 AB5961'STATION MARK--REFERENCE MARK TABLET SET IN ROCK 1.6 METERS W. OF
 AB5961'STATION MARK, WHICH HAS BEEN DESTROYED.
 AB5961'NOTE BY E. E. MOE, 1969--STATION MARK CAIRN DESCRIBED BY C. F.
 AB5961'URQUHART IN 1909 HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5828 ***********************************************************************
 AI5828  CBN         -  This is a Cooperative Base Network Control Station.
 AI5828  DESIGNATION -  SOUTHEAST WELLINGTON
 AI5828  PID         -  AI5828
 AI5828  STATE/COUNTY-  UT/CARBON
 AI5828  COUNTRY     -  US
 AI5828  USGS QUAD   -  WELLINGTON (2017)
 AI5828
 AI5828                         *CURRENT SURVEY CONTROL
 AI5828  ______________________________________________________________________
 AI5828* NAD 83(2011) POSITION- 39 32 06.43314(N) 110 41 39.91337(W)   ADJUSTED
 AI5828* NAD 83(2011) ELLIP HT-  1638.704 (meters)        (06/27/12)   ADJUSTED
 AI5828* NAD 83(2011) EPOCH   -  2010.00
 AI5828* NAVD 88 ORTHO HEIGHT -  1656.0   (meters)     5433.    (feet) GPS OBS
 AI5828  ______________________________________________________________________
 AI5828  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5828  GEOID HEIGHT    -        -17.254 (meters)                     GEOID09
 AI5828  GEOID HEIGHT    -        -17.278 (meters)                     GEOID18
 AI5828  NAD 83(2011) X  - -1,741,117.678 (meters)                     COMP
 AI5828  NAD 83(2011) Y  - -4,609,091.625 (meters)                     COMP
 AI5828  NAD 83(2011) Z  -  4,039,354.632 (meters)                     COMP
 AI5828  LAPLACE CORR    -         -3.71  (seconds)                    DEFLEC18
 AI5828
 AI5828  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5828  Standards:
 AI5828         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5828            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5828  -------------------------------------------------------------------
 AI5828  NETWORK    1.56   2.18           0.70   0.48   1.11     -0.58234906
 AI5828  -------------------------------------------------------------------
 AI5828  Click here for local accuracies and other accuracy information.
 AI5828
 AI5828.The horizontal coordinates were established by GPS observations
 AI5828.and adjusted by the National Geodetic Survey in June 2012.
 AI5828
 AI5828.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5828.been affixed to the stable North American tectonic plate. See 
 AI5828.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5828
 AI5828.The horizontal coordinates are valid at the epoch date displayed above
 AI5828.which is a decimal equivalence of Year/Month/Day.
 AI5828
 AI5828.The orthometric height was determined by GPS observations and a
 AI5828.high-resolution geoid model.
 AI5828
 AI5828.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5828.GEOID18 height accuracy estimate available here.
 AI5828
 AI5828.Click photographs - Photos may exist for this station.
 AI5828
 AI5828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5828
 AI5828.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5828
 AI5828.The ellipsoidal height was determined by GPS observations
 AI5828.and is referenced to NAD 83.
 AI5828
 AI5828. The following values were computed from the NAD 83(2011) position.
 AI5828
 AI5828;                    North         East     Units Scale Factor Converg.
 AI5828;SPC UT C     - 2,133,732.567   569,248.772   MT  0.99991244   +0 30 57.7
 AI5828;SPC UT C     - 7,000,420.93  1,867,610.35   sFT  0.99991244   +0 30 57.7
 AI5828;UTM  12      - 4,376,206.771   526,260.231   MT  0.99960849   +0 11 40.3
 AI5828
 AI5828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5828!SPC UT C     -   0.99974298  x   0.99991244  =   0.99965544
 AI5828!UTM  12      -   0.99974298  x   0.99960849  =   0.99935157
 AI5828
 AI5828_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ2626076206(NAD 83)
 AI5828
 AI5828                          SUPERSEDED SURVEY CONTROL
 AI5828
 AI5828  NAD 83(2007)-  39 32 06.43268(N)    110 41 39.91415(W) AD(2002.00) 0
 AI5828  ELLIP H (02/10/07) 1638.717  (m)                       GP(2002.00)    
 AI5828  NAD 83(1994)-  39 32 06.43212(N)    110 41 39.91364(W) AD(       ) A
 AI5828  ELLIP H (06/28/00) 1638.738  (m)                       GP(       ) 4 1
 AI5828  NAVD 88 (06/28/00) 1656.0    (m)  GEOID99  model used  GPS OBS        
 AI5828
 AI5828.Superseded values are not recommended for survey control.
 AI5828
 AI5828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5828.See file dsdata.pdf to determine how the superseded data were derived.
 AI5828
 AI5828_MARKER: DD = SURVEY DISK
 AI5828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5828_STAMPING: SOUTHEAST WELLINGTON 1999 CONTROL MON
 AI5828_MARK LOGO: NONE
 AI5828_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5828+STABILITY: SURFACE MOTION
 AI5828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5828+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2009
 AI5828
 AI5828  HISTORY     - Date     Condition        Report By
 AI5828  HISTORY     - 1999     MONUMENTED       UT-007
 AI5828  HISTORY     - 20090210 GOOD             UT-007
 AI5828
 AI5828                          STATION DESCRIPTION
 AI5828
 AI5828'DESCRIBED BY CARBON COUNTY UTAH 1999 (EH)
 AI5828'THE STATION IS LOCATED NEAR THE CENTER OF SECTION 9 T15S R11E, ABOUT
 AI5828'32.2 KM (20.00 MI) NORTHEAST OF HUNTINGTON, 11.9 KM (7.40 MI)
 AI5828'SOUTHEAST OF PRICE AND 10.3 KM (6.40 MI) EAST OF SUNNYSIDE JUNCTION.
 AI5828'TO REACH THE STATION FROM THE JUNCTION US HIGHWAYS 6 AND 191 AND STATE
 AI5828'HIGHWAY 55 ON THE SOUTHEAST SIDE OF PRICE, GO SOUTHEAST ON HIGHWAYS 6
 AI5828'AND 191 FOR 7.2 KM (4.45 MI) TO A CROSS STREET, 100 EAST IN
 AI5828'WELLINGTON.  CONTINUE AHEAD AND GO EAST ON HIGHWAY 6 AND 191 FOR 2.9
 AI5828'KM (1.80 MI) TO AN INTERSECTION, RIDGE ROAD 2000 EAST.  TURN RIGHT AND
 AI5828'GO SOUTHWESTERLY ON RIDGE ROAD FOR 0.24 KM (0.15 MI) TO AN
 AI5828'INTERSECTION OF A GRAVEL ROAD TO SOUTHWEST TO OLD WELLINGTON COAL WASH
 AI5828'PREP PLANT AND FARMHAN ROAD.  BEAR LEFT AND GO SOUTHEAST ON A DIRT
 AI5828'ROAD FOR 0.08 KM (0.05 MI) TO THE TOP OF A RIDGE AND THE STATION.  THE
 AI5828'STATION IS A DISK SET IN TOP OF A 60 CM DIAMETER ROUND CONCRETE
 AI5828'MONUMENT.
 AI5828
 AI5828                          STATION RECOVERY (2009)
 AI5828
 AI5828'RECOVERY NOTE BY CARBON COUNTY UTAH 2009 (BG)
 AI5828'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0499 ***********************************************************************
 KN0499  DESIGNATION -  SOWERS
 KN0499  PID         -  KN0499
 KN0499  STATE/COUNTY-  UT/DUCHESNE
 KN0499  COUNTRY     -  US
 KN0499  USGS QUAD   -  LANCE CANYON (2017)
 KN0499
 KN0499                         *CURRENT SURVEY CONTROL
 KN0499  ______________________________________________________________________
 KN0499* NAD 83(1994) POSITION- 39 59 46.42094(N) 110 30 08.12498(W)   ADJUSTED
 KN0499* NAVD 88 ORTHO HEIGHT -  2507.8   (meters)     8228.    (feet) VERTCON3
 KN0499  ______________________________________________________________________
 KN0499  GEOID HEIGHT    -        -16.555 (meters)                     GEOID18
 KN0499  LAPLACE CORR    -         -6.39  (seconds)                    DEFLEC18
 KN0499  HORZ ORDER      -  THIRD
 KN0499
 KN0499.The horizontal coordinates were established by classical geodetic methods
 KN0499.and adjusted by the National Geodetic Survey in November 1997.
 KN0499
 KN0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0499
 KN0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0499.GEOID18 height accuracy estimate available here.
 KN0499
 KN0499.Click photographs - Photos may exist for this station.
 KN0499
 KN0499.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0499
 KN0499. The following values were computed from the NAD 83(1994) position.
 KN0499
 KN0499;                    North         East     Units Scale Factor Converg.
 KN0499;SPC UT C     - 2,185,087.748   585,195.764   MT  0.99990277   +0 38 20.9
 KN0499;SPC UT C     - 7,168,908.72  1,919,929.77   sFT  0.99990277   +0 38 20.9
 KN0499;UTM  12      - 4,427,457.193   542,489.630   MT  0.99962222   +0 19 11.7
 KN0499
 KN0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0499!SPC UT C     -   0.99960933  x   0.99990277  =   0.99951214
 KN0499!UTM  12      -   0.99960933  x   0.99962222  =   0.99923170
 KN0499
 KN0499:                Primary Azimuth Mark                     Grid Az
 KN0499:SPC UT C     -  COTTONWOOD                               023 33 37.9
 KN0499:UTM  12      -  COTTONWOOD                               023 52 47.1
 KN0499
 KN0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK4248927457(NAD 83)
 KN0499
 KN0499|---------------------------------------------------------------------|
 KN0499| PID    Reference Object                     Distance      Geod. Az  |
 KN0499|                                                           dddmmss.s |
 KN0499| LO1078 COTTONWOOD                          APPROX. 3.7 KM 0241158.8 |
 KN0499|---------------------------------------------------------------------|
 KN0499
 KN0499                          SUPERSEDED SURVEY CONTROL
 KN0499
 KN0499  NAD 83(1993)-  39 59 46.42090(N)    110 30 08.12487(W) AD(       ) 3
 KN0499  NAD 83(1986)-  39 59 46.40388(N)    110 30 08.11711(W) AD(       ) 3
 KN0499  NAD 27      -  39 59 46.54536(N)    110 30 05.55980(W) AD(       ) 3
 KN0499  NGVD 29 (07/19/86) 2506.4    (m)         8223.     (f) VERT ANG       
 KN0499
 KN0499.Superseded values are not recommended for survey control.
 KN0499
 KN0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0499.See file dsdata.pdf to determine how the superseded data were derived.
 KN0499
 KN0499_MARKER: Z = SEE DESCRIPTION
 KN0499_SETTING: 0 = UNSPECIFIED SETTING
 KN0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0499
 KN0499  HISTORY     - Date     Condition        Report By
 KN0499  HISTORY     - 1934     MONUMENTED       USGS
 KN0499
 KN0499                          STATION DESCRIPTION
 KN0499
 KN0499'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 KN0499'LOCATED ABOUT 11 MI. (AIRLINE) SSW. OF DUCHESNE ON UINTA SPECIAL BASE
 KN0499'MERIDIAN, NEAR SW. CORNER T 5 S, R 5 W, ON TOP OF SMALL HILL ON
 KN0499'RIDGE BETWEEN SOWERS AND TABBY CANYONS.
 KN0499'
 KN0499'TO REACH FROM THE DUCHESNE POST OFFICE, DRIVE W. ON U.S. HIGHWAY 40
 KN0499'FOR ONE BLOCK, TURN LEFT (S.) ON UTAH STATE HIGHWAY 33 FOR 2.5 MI. TO
 KN0499'RD. FORK AND SIGN ---SOWERS CANYON 9---, TURN LEFT (SE.) ON GRADED
 KN0499'DIRT RD. FOR 9.2 MI. TO RD. FORK AND SIGN ---COTTONWOOD RIDGE - FOREST
 KN0499'BDY 10---, TURN RIGHT (SW.) OFF GRADED RD. ONTO TRACK RD. UP
 KN0499'COTTONWOOD RIDGE FOR 6.9 MI. TO ---COTTONWOOD--- TRIANGULATION STATION
 KN0499'WHICH IS 90 FT. W. OF RD. WITH A 10 FT. OBSERVING TOWER OVER STATION
 KN0499'MARK, FROM ---COTTONWOOD--- TRIANGULATION STATION DRIVE SW. ALONG
 KN0499'COTTONWOOD RIDGE FOR 3.6 MI. TO FOREST BOUNDARY GATE AND RD. FORK,
 KN0499'DRIVE THROUGH GATE AND TURN RIGHT CONTINUING UP COTTONWOOD RIDGE FOR
 KN0499'5.1 MI. TO TOP OF DIVIDE AT HEAD OF TABBY CANYON AND END OF RD., WITH
 KN0499'A FOUR-WHEEL DRIVE VEHICLE TURN ENE. AND DRIVE ALONG RIDGE BETWEEN
 KN0499'TABBY CANYON AND SOWERS CANYON FOR 7.3 MI. TO FOOT OF S. SLOPE OF HILL
 KN0499'AND END OF TRUCK TRAVEL.  STATION IS TO N. APPROXIMATELY 100 YDS.
 KN0499'
 KN0499'UNDERGROUND MARK--STANDARD TABLET, STAMPED ---SOWERS M 1934---,
 KN0499'CEMENTED IN BOULDER ABOUT 0.9 FT. BELOW SURFACE AND DIRECTLY
 KN0499'UNDERNEATH SURFACE MARK.
 KN0499'
 KN0499'STATION MARK--CENTER OF A SMALL HOLE INSIDE OF LARGE HOLE IN ROCK,
 KN0499'6 IN. BELOW THE GROUND.
 KN0499'
 KN0499'REFERENCE MARK NO. 1--STANDARD USGS BRONZE TABLET, STAMPED ---SOWERS
 KN0499'1---, CEMENTED IN TOP OF SMALL ROCK.
 KN0499'
 KN0499'REFERENCE MARK NO. 2--STANDARD USGS BRONZE TABLET, STAMPED ---SOWERS
 KN0499'2---, CEMENTED IN TOP OF SMALL ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0782 ***********************************************************************
 LO0782  DESIGNATION -  SPANISH
 LO0782  PID         -  LO0782
 LO0782  STATE/COUNTY-  UT/UTAH
 LO0782  COUNTRY     -  US
 LO0782  USGS QUAD   -  SPANISH FORK (2017)
 LO0782
 LO0782                         *CURRENT SURVEY CONTROL
 LO0782  ______________________________________________________________________
 LO0782* NAD 83(1994) POSITION- 40 07 22.91030(N) 111 40 20.47120(W)   ADJUSTED
 LO0782* NAVD 88 ORTHO HEIGHT -  1388.2   (meters)     4554.    (feet) VERTCON3
 LO0782  ______________________________________________________________________
 LO0782  GEOID HEIGHT    -        -17.410 (meters)                     GEOID18
 LO0782  LAPLACE CORR    -          7.66  (seconds)                    DEFLEC18
 LO0782  HORZ ORDER      -  FIRST
 LO0782
 LO0782.The horizontal coordinates were established by classical geodetic methods
 LO0782.and adjusted by the National Geodetic Survey in November 1997.
 LO0782
 LO0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0782
 LO0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0782.GEOID18 height accuracy estimate available here.
 LO0782
 LO0782.Click photographs - Photos may exist for this station.
 LO0782
 LO0782.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0782
 LO0782. The following values were computed from the NAD 83(1994) position.
 LO0782
 LO0782;                    North         East     Units Scale Factor Converg.
 LO0782;SPC UT C     - 2,198,705.030   485,309.862   MT  0.99991143   -0 06 37.5
 LO0782;SPC UT C     - 7,213,584.75  1,592,220.77   sFT  0.99991143   -0 06 37.5
 LO0782;UTM  12      - 4,441,629.184   442,711.048   MT  0.99964040   -0 25 59.9
 LO0782
 LO0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0782!SPC UT C     -   0.99978500  x   0.99991143  =   0.99969645
 LO0782!UTM  12      -   0.99978500  x   0.99964040  =   0.99942547
 LO0782
 LO0782:                Primary Azimuth Mark                     Grid Az
 LO0782:SPC UT C     -  SPANISH AZ MK                            089 20 33.2
 LO0782:UTM  12      -  SPANISH AZ MK                            089 39 55.6
 LO0782
 LO0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4271141629(NAD 83)
 LO0782
 LO0782|---------------------------------------------------------------------|
 LO0782| PID    Reference Object                     Distance      Geod. Az  |
 LO0782|                                                           dddmmss.s |
 LO0782| CM6501 SPANISH RM 1                         18.127 METERS 08827     |
 LO0782| CM6500 SPANISH AZ MK                                      0891355.7 |
 LO0782| LO0783 SPANISH FORK U I SUG FACT STK       APPROX. 2.2 KM 1965436.2 |
 LO0782| CM6502 SPANISH RM 2                         10.540 METERS 33517     |
 LO0782|---------------------------------------------------------------------|
 LO0782
 LO0782                          SUPERSEDED SURVEY CONTROL
 LO0782
 LO0782  NAD 83(1993)-  40 07 22.91039(N)    111 40 20.46995(W) AD(       ) 1
 LO0782  NAD 83(1986)-  40 07 22.89941(N)    111 40 20.46697(W) AD(       ) 1
 LO0782  NAD 27      -  40 07 23.04900(N)    111 40 17.74200(W) AD(       ) 1
 LO0782  NGVD 29 (07/19/86) 1387.2    (m)         4551.     (f) VERT ANG       
 LO0782
 LO0782.Superseded values are not recommended for survey control.
 LO0782
 LO0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0782.See file dsdata.pdf to determine how the superseded data were derived.
 LO0782
 LO0782_MARKER: DS = TRIANGULATION STATION DISK
 LO0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0782_STAMPING: SPANISH 1947
 LO0782_MARK LOGO: CGS
 LO0782_PROJECTION: FLUSH
 LO0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0782+STABILITY: SURFACE MOTION
 LO0782
 LO0782  HISTORY     - Date     Condition        Report By
 LO0782  HISTORY     - 1947     MONUMENTED       CGS
 LO0782  HISTORY     - 1967     MARK NOT FOUND   LOCSUR
 LO0782  HISTORY     - 1981     SEE DESCRIPTION  BPA
 LO0782
 LO0782                          STATION DESCRIPTION
 LO0782
 LO0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LO0782'THE STATION IS LOCATED ABOUT 1.5 MILE NORTHWEST OF THE CENTRAL
 LO0782'PART OF SPANISH FORK, ABOUT 0.3 MILE SOUTHWEST OF THE RAILROAD
 LO0782'STATION, IN A FLAT GRASSY AREA NEAR THE SALT LAKE AND LOS
 LO0782'ANGELES RAILROAD.  THE STATION MARK IS A BRONZE DISK SET FLUSH
 LO0782'150 FEET EAST OF A RAILROAD CROSSING, 24 FEET NORTH OF THE
 LO0782'CENTERLINE OF A ROAD, 25 FEET WEST OF THE CENTERLINE OF THE
 LO0782'ROAD LEADING TO THE STOCKYARDS AND 3 FEET WEST OF A WHITE
 LO0782'WITNESS POST.  IT IS STAMPED, SPANISH 1947.
 LO0782'
 LO0782'REFERENCE MARK NO. 1 IS A BRONZE DISK, PROJECTING 4 INCHES,
 LO0782'SET 25 FEET NORTH OF THE CENTERLINE OF A ROAD, 18 FEET EAST
 LO0782'OF THE ROAD LEADING TO THE STOCKYARD, 7 FEET NORTHEAST OF A
 LO0782'FENCE CORNER.  IT IS THE SAME ELEVATION AS THE STATION MARK
 LO0782'AND IS STAMPED, SPANISH NO 1 1947.
 LO0782'
 LO0782'REFERENCE MARK NO. 2 IS A BRONZE DISK, SET FLUSH, 33 FEET
 LO0782'NORTH-NORTHEAST OF A POWER LINE POLE.  IT IS THE SAME ELEVATION
 LO0782'AS THE STATION MARK AND IS STAMPED, SPANISH NO 2 1947.
 LO0782'
 LO0782'THE AZIMUTH MARK IS A BRONZE DISK, PROJECTING 2 INCHES, SET
 LO0782'55 FEET NORTH OF A T ROAD INTERSECTION, 5 FEET NORTH OF A
 LO0782'TELEPHONE POLE, 2.5 FEET SOUTH OF A POWERLINE POLE AND 1
 LO0782'FOOT WEST OF A FENCE LINE.  IT IS STAMPED, SPANISH 1947.
 LO0782'
 LO0782'A LEVEL CONNECTION WAS MADE TO BENCH MARK X 54 1934.
 LO0782'
 LO0782'TO REACH THE STATION FROM SPANISH FORK.  GO WEST ON THE LAKE
 LO0782'SHORE ROAD 0.25 MILE TO A CROSS STREET.  TURN RIGHT, GO 0.5
 LO0782'MILE TO A ROAD LEFT, JUST AFTER CROSSING RAILROAD TRACKS.  TURN
 LO0782'LEFT, GO 0.25 MILE TO A ROAD RIGHT AND AZIMUTH MARK ON
 LO0782'RIGHT AS DESCRIBED ABOVE.  CONTINUE STRAIGHT AHEAD, WEST, 0.45
 LO0782'MILE TO A ROAD RIGHT AND STATION JUST BEYOND.  A DRIVE STATION.
 LO0782
 LO0782                          STATION RECOVERY (1967)
 LO0782
 LO0782'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967 (RDR)
 LO0782'SPANISH 1947.
 LO0782'
 LO0782'STATION AND REFERENCE MARKS ALL LOCATED BUT ARE UNDER 6 IN OF ROAD
 LO0782'FILL.  ACCOMPANYING THIS CARD IS A TIE SHEET MADE TO EXISTING
 LO0782'STRUCTURES.
 LO0782'
 LO0782'THE STATION MARK IS LOCATED -
 LO0782'
 LO0782'152.7 FEET WEST OF A RAILROAD TIE POST.
 LO0782'
 LO0782'116.7 FEET EAST OF RAILROAD CROSSING SIGN.
 LO0782'
 LO0782'111.0 FEET SOUTHWEST OF RAILROAD TIE POST NEAR A SHED.
 LO0782'
 LO0782'78.5 FEET SOUTH OF THE SOUTH RAIL.
 LO0782
 LO0782                          STATION RECOVERY (1981)
 LO0782
 LO0782'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1981
 LO0782'STATION COMPLETLY DESTROYED BY CONSTRUCTION OF STOCKYARD LOADING
 LO0782'CHUTES - ONE R.P. AT STATION IS IN GOOD CONDITION - AZIMUTH OK.
 LO0782'
 LO0782'THIS TRIANGULATION STA WOULD BE BENEFICIAL TO OUR ORGANIZATION IF
 LO0782'RESET IN LOCATION NEAR ORIGINAL LOCATION.  THIS STA SIT ALONG RR ROW.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0778 ***********************************************************************
 LO0778  DESIGNATION -  SPANISH FORK CAIRN
 LO0778  PID         -  LO0778
 LO0778  STATE/COUNTY-  UT/UTAH
 LO0778  COUNTRY     -  US
 LO0778  USGS QUAD   -  SPANISH FORK PEAK (2017)
 LO0778
 LO0778                         *CURRENT SURVEY CONTROL
 LO0778  ______________________________________________________________________
 LO0778* NAD 83(1994) POSITION- 40 05 16.59055(N) 111 31 39.74861(W)   ADJUSTED
 LO0778  ______________________________________________________________________
 LO0778  GEOID HEIGHT    -        -16.540 (meters)                     GEOID18
 LO0778  LAPLACE CORR    -         11.73  (seconds)                    DEFLEC18
 LO0778  HORZ ORDER      -  THIRD
 LO0778
 LO0778.The horizontal coordinates were established by classical geodetic methods
 LO0778.and adjusted by the National Geodetic Survey in November 1997.
 LO0778
 LO0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0778.GEOID18 height accuracy estimate available here.
 LO0778
 LO0778.Click photographs - Photos may exist for this station.
 LO0778
 LO0778.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0778
 LO0778. The following values were computed from the NAD 83(1994) position.
 LO0778
 LO0778;                    North         East     Units Scale Factor Converg.
 LO0778;SPC UT C     - 2,194,795.448   497,637.166   MT  0.99990854   -0 01 03.9
 LO0778;SPC UT C     - 7,200,758.07  1,632,664.60   sFT  0.99990854   -0 01 03.9
 LO0778;UTM  12      - 4,437,651.388   455,012.737   MT  0.99962491   -0 20 23.4
 LO0778
 LO0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK5501237651(NAD 83)
 LO0778
 LO0778                          SUPERSEDED SURVEY CONTROL
 LO0778
 LO0778  NAD 83(1993)-  40 05 16.58201(N)    111 31 39.73784(W) AD(       ) 3
 LO0778  NAD 83(1986)-  40 05 16.57782(N)    111 31 39.74810(W) AD(       ) 3
 LO0778  NAD 27      -  40 05 16.74500(N)    111 31 37.00600(W) AD(       ) 3
 LO0778  USSD        -  40 05 17.55300(N)    111 31 37.65000(W) AD(       ) 3
 LO0778
 LO0778.Superseded values are not recommended for survey control.
 LO0778
 LO0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0778.See file dsdata.pdf to determine how the superseded data were derived.
 LO0778
 LO0778_MARKER: 72 = CAIRN
 LO0778
 LO0778  HISTORY     - Date     Condition        Report By
 LO0778  HISTORY     - 1887     FIRST OBSERVED   CGS
 LO0778
 LO0778                          STATION DESCRIPTION
 LO0778
 LO0778'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0779 ***********************************************************************
 LO0779  DESIGNATION -  SPANISH FORK PEAK
 LO0779  PID         -  LO0779
 LO0779  STATE/COUNTY-  UT/UTAH
 LO0779  COUNTRY     -  US
 LO0779  USGS QUAD   -  SPANISH FORK PEAK (2017)
 LO0779
 LO0779                         *CURRENT SURVEY CONTROL
 LO0779  ______________________________________________________________________
 LO0779* NAD 83(1994) POSITION- 40 05 16.52498(N) 111 31 39.64961(W)   ADJUSTED
 LO0779* NAVD 88 ORTHO HEIGHT -  3107.7   (meters)    10196.    (feet) VERTCON3
 LO0779  ______________________________________________________________________
 LO0779  GEOID HEIGHT    -        -16.540 (meters)                     GEOID18
 LO0779  LAPLACE CORR    -         11.68  (seconds)                    DEFLEC18
 LO0779  HORZ ORDER      -  FIRST
 LO0779
 LO0779.The horizontal coordinates were established by classical geodetic methods
 LO0779.and adjusted by the National Geodetic Survey in November 1997.
 LO0779
 LO0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0779
 LO0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0779.GEOID18 height accuracy estimate available here.
 LO0779
 LO0779.Click photographs - Photos may exist for this station.
 LO0779
 LO0779.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0779
 LO0779. The following values were computed from the NAD 83(1994) position.
 LO0779
 LO0779;                    North         East     Units Scale Factor Converg.
 LO0779;SPC UT C     - 2,194,793.425   497,639.510   MT  0.99990854   -0 01 03.8
 LO0779;SPC UT C     - 7,200,751.43  1,632,672.29   sFT  0.99990854   -0 01 03.8
 LO0779;UTM  12      - 4,437,649.352   455,015.069   MT  0.99962491   -0 20 23.3
 LO0779
 LO0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0779!SPC UT C     -   0.99951531  x   0.99990854  =   0.99942389
 LO0779!UTM  12      -   0.99951531  x   0.99962491  =   0.99914040
 LO0779
 LO0779:                Primary Azimuth Mark                     Grid Az
 LO0779:SPC UT C     -  HEAVEN                                   354 01 54.8
 LO0779:UTM  12      -  HEAVEN                                   354 21 14.3
 LO0779
 LO0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK5501537649(NAD 83)
 LO0779
 LO0779|---------------------------------------------------------------------|
 LO0779| PID    Reference Object                     Distance      Geod. Az  |
 LO0779|                                                           dddmmss.s |
 LO0779| CM6504 SPANISH FORK PEAK RM 2                5.691 METERS 04244     |
 LO0779| CM6503 SPANISH FORK PEAK RM 1                4.031 METERS 17256     |
 LO0779| LO0773 HEAVEN                              APPROX. 9.1 KM 3540051.0 |
 LO0779|---------------------------------------------------------------------|
 LO0779
 LO0779                          SUPERSEDED SURVEY CONTROL
 LO0779
 LO0779  NAD 83(1993)-  40 05 16.52442(N)    111 31 39.64810(W) AD(       ) 1
 LO0779  NAD 83(1986)-  40 05 16.51448(N)    111 31 39.64439(W) AD(       ) 1
 LO0779  NAD 27      -  40 05 16.66900(N)    111 31 36.95800(W) AD(       ) 1
 LO0779  NGVD 29 (07/19/86) 3106.5    (m)        10192.     (f) VERT ANG       
 LO0779
 LO0779.Superseded values are not recommended for survey control.
 LO0779
 LO0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0779.See file dsdata.pdf to determine how the superseded data were derived.
 LO0779
 LO0779_MARKER: DB = BENCH MARK DISK
 LO0779_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0779_MARK LOGO: USGS
 LO0779_MAGNETIC: P = MARKER IS A STEEL PIPE
 LO0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0779
 LO0779  HISTORY     - Date     Condition        Report By
 LO0779  HISTORY     - UNK      MONUMENTED       USGS
 LO0779  HISTORY     - 1947     GOOD             CGS
 LO0779  HISTORY     - 19900401 MARK NOT FOUND   USGS
 LO0779
 LO0779                          STATION DESCRIPTION
 LO0779
 LO0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LO0779'THE STATION, A U.S. GEOLOGICAL BENCH MARK, IS LOCATED ON THE
 LO0779'HIGHEST POINT OF A PEAK LOCALLY KNOWN AS SPANISH FORK PEAK,
 LO0779'IN THE UINTAH NATIONAL FOREST, BETWEEN HOBBLE CREEK (TRIBUTARY
 LO0779'TO UTAH LAKE) AND NORTH CREEK (TRIBUTARY TO SOLDIER FORK
 LO0779'CREEK).  6.3 MILES EAST-SOUTHEAST OF TOWN OF SPANISH FORK, 5.5
 LO0779'MILES SOUTHEAST OF SPRINGVILLE, 2.5 MILES NORTHEAST OF DENVER
 LO0779'AND RIO GRANDE WESTERN RAILROAD, 12 FEET SOUTH OF THE NORTH
 LO0779'BRIM, 9 FEET NORTH OF THE SOUTH BRIM, 8 FEET EAST OF A 6 FOOT
 LO0779'ROCK CAIRN, SET IN TOP OF A 4 INCH PIPE, PROJECTS 2 FEET.
 LO0779'IT HAS NO STAMPING ON MARK.
 LO0779'
 LO0779'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL REFERENCE DISK
 LO0779'APPROXIMATELY 5 FEET LOWER THAN THE STATION, SET ON THE SIDE
 LO0779'HILL IN A OUTCROPPING BOULDER FLUSH WITH GROUND AND IS STAMPED
 LO0779'NO 1.
 LO0779'
 LO0779'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL REFERENCE DISK
 LO0779'APPROXIMATELY 8 FEET LOWER THAN THE STATION, 18 FEET NORTH OF
 LO0779'A 6 FOOT ROCK CAIRN, SET ON SIDE HILL IN AN OUTCROPPING BOULDER
 LO0779'FLUSH WITH THE GROUND AND IS STAMPED NO 2.
 LO0779'
 LO0779'STATION HEAVEN 1947 WAS USED AS THE AZIMUTH.
 LO0779'
 LO0779'TO REACH FROM THE PUBLIC SCHOOL BUILDING IN MAPLETON.  GO EAST
 LO0779'FOR 0.85 MILE TO A T ROAD.  TURN LEFT (N) AND GO 0.25 MILE TO
 LO0779'A T ROAD.  TURN RIGHT (E) AND GO 2.8 MILES UP CANYON TO A
 LO0779'CATTLE GUARD.  CROSS CATTLE GUARD AND GO 0.05 MILE TO A TRACK
 LO0779'ROAD RIGHT.  TURN RIGHT CROSSING A SMALL STREAM AND FOLLOW
 LO0779'THIS ROAD FOR APPROXIMATELY 0.6 MILE TO A WIRE FENCE AT A
 LO0779'SPRING AND WATERING TROUGH.  (THIS POINT IS THE END OF TRUCK
 LO0779'TRAVEL).  FROM THIS POINT FOLLOW THE TRAIL SOUTHEAST UP CANYON
 LO0779'FOR APPROXIMATELY 3.0 MILES TO A TRAIL LEADING RIGHT.  TAKE
 LO0779'THE LEFT FORK STRAIGHT AHEAD TO THE LAKE, THE STATION CAN BE
 LO0779'SEEN FROM THE LAKE IN A NORTHWESTERLY DIRECTION.  FOLLOW
 LO0779'TRAIL NORTHERLY TO SADDLE THENCE LEFT AROUND THE NORTH SIDE
 LO0779'OF MOUNTAIN TO THE HIGHEST POINT AND STATION SITE.
 LO0779'
 LO0779'HORSES CAN BE OBTAINED FROM MR. JAMES WISCOMB, LOCATED THE
 LO0779'SECOND HOUSE WEST OF THE PUBLIC SCHOOL BUILDING IN MAPLETON.
 LO0779'MR. WISCOMB IS THOROUGHLY ACQUAINTED WITH THE PEAK.  A 2 HOUR
 LO0779'AND 15 MINUTE HORSE PACK FROM THE END OF TRUCK TRAVEL.
 LO0779
 LO0779                          STATION RECOVERY (1990)
 LO0779
 LO0779'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SB)
 LO0779'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0783 ***********************************************************************
 LO0783  DESIGNATION -  SPANISH FORK U I SUG FACT STK
 LO0783  PID         -  LO0783
 LO0783  STATE/COUNTY-  UT/UTAH
 LO0783  COUNTRY     -  US
 LO0783  USGS QUAD   -  SPANISH FORK (2017)
 LO0783
 LO0783                         *CURRENT SURVEY CONTROL
 LO0783  ______________________________________________________________________
 LO0783* NAD 83(1994) POSITION- 40 06 15.95745(N) 111 40 46.97826(W)   ADJUSTED
 LO0783  ______________________________________________________________________
 LO0783  GEOID HEIGHT    -        -17.421 (meters)                     GEOID18
 LO0783  LAPLACE CORR    -          6.67  (seconds)                    DEFLEC18
 LO0783  HORZ ORDER      -  THIRD
 LO0783
 LO0783.The horizontal coordinates were established by classical geodetic methods
 LO0783.and adjusted by the National Geodetic Survey in November 1997.
 LO0783
 LO0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0783.GEOID18 height accuracy estimate available here.
 LO0783
 LO0783.Click photographs - Photos may exist for this station.
 LO0783
 LO0783.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0783
 LO0783. The following values were computed from the NAD 83(1994) position.
 LO0783
 LO0783;                    North         East     Units Scale Factor Converg.
 LO0783;SPC UT C     - 2,196,641.390   484,678.138   MT  0.99990985   -0 06 54.4
 LO0783;SPC UT C     - 7,206,814.29  1,590,148.19   sFT  0.99990985   -0 06 54.4
 LO0783;UTM  12      - 4,439,569.691   442,067.881   MT  0.99964131   -0 26 16.3
 LO0783
 LO0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4206739569(NAD 83)
 LO0783
 LO0783                          SUPERSEDED SURVEY CONTROL
 LO0783
 LO0783  NAD 83(1993)-  40 06 15.95570(N)    111 40 46.97787(W) AD(       ) 3
 LO0783  NAD 83(1986)-  40 06 15.94533(N)    111 40 46.97731(W) AD(       ) 3
 LO0783  NAD 27      -  40 06 16.10400(N)    111 40 44.24700(W) AD(       ) 3
 LO0783
 LO0783.Superseded values are not recommended for survey control.
 LO0783
 LO0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0783.See file dsdata.pdf to determine how the superseded data were derived.
 LO0783
 LO0783_MARKER: 63 = STACK
 LO0783
 LO0783  HISTORY     - Date     Condition        Report By
 LO0783  HISTORY     - 1947     FIRST OBSERVED   CGS
 LO0783  HISTORY     - 1960     GOOD             CGS
 LO0783
 LO0783                          STATION DESCRIPTION
 LO0783
 LO0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LO0783'STATION IS THE CONCRETE STACK OF THE U. AND I. SUGAR COMPANY
 LO0783'LOCATED ABOUT 2 MILES WEST OF SPANISH FORK.  THE TOP AND CENTER
 LO0783'OF THE STACK WAS THE POINT OBSERVED ON.
 LO0783
 LO0783                          STATION RECOVERY (1960)
 LO0783
 LO0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 LO0783'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0186 ***********************************************************************
 HN0186  DESIGNATION -  SPECIAL 2
 HN0186  PID         -  HN0186
 HN0186  STATE/COUNTY-  UT/SAN JUAN
 HN0186  COUNTRY     -  US
 HN0186  USGS QUAD   -  MIKES MESA (2017)
 HN0186
 HN0186                         *CURRENT SURVEY CONTROL
 HN0186  ______________________________________________________________________
 HN0186* NAD 83(1986) POSITION- 37 15 31.     (N) 110 25 57.     (W)   SCALED
 HN0186* NAVD 88 ORTHO HEIGHT -  1102.806 (meters)     3618.12  (feet) ADJUSTED
 HN0186  ______________________________________________________________________
 HN0186  GEOID HEIGHT    -        -21.875 (meters)                     GEOID18
 HN0186  DYNAMIC HEIGHT  -       1101.609 (meters)     3614.20  (feet) COMP
 HN0186  MODELED GRAVITY -    979,508.5   (mgal)                       NAVD 88
 HN0186
 HN0186  VERT ORDER      -  FIRST     CLASS II
 HN0186
 HN0186.The horizontal coordinates were scaled from a map and have
 HN0186.an estimated accuracy of +/- 6 seconds.
 HN0186
 HN0186.The orthometric height was determined by differential leveling and
 HN0186.adjusted by the NATIONAL GEODETIC SURVEY
 HN0186.in June 1991.
 HN0186
 HN0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0186.GEOID18 height accuracy estimate available here.
 HN0186
 HN0186.Click photographs - Photos may exist for this station.
 HN0186
 HN0186.The dynamic height is computed by dividing the NAVD 88
 HN0186.geopotential number by the normal gravity value computed on the
 HN0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0186.degrees latitude (g = 980.6199 gals.).
 HN0186
 HN0186.The modeled gravity was interpolated from observed gravity values.
 HN0186
 HN0186;                    North         East    Units  Estimated Accuracy
 HN0186;SPC UT S     - 3,066,240.      594,690.      MT  (+/- 180 meters Scaled)
 HN0186
 HN0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG503237(NAD 83)
 HN0186
 HN0186                          SUPERSEDED SURVEY CONTROL
 HN0186
 HN0186  NGVD 29 (??/??/92) 1101.927  (m)         3615.24   (f) ADJ UNCH    1 2
 HN0186
 HN0186.Superseded values are not recommended for survey control.
 HN0186
 HN0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0186.See file dsdata.pdf to determine how the superseded data were derived.
 HN0186
 HN0186_MARKER: P = PIPE CAP
 HN0186_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0186_STAMPING: S2 S1 T41S R13 E
 HN0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0186
 HN0186  HISTORY     - Date     Condition        Report By
 HN0186  HISTORY     - UNK      MONUMENTED       USGLO
 HN0186  HISTORY     - 1962     GOOD             CGS
 HN0186
 HN0186                          STATION DESCRIPTION
 HN0186
 HN0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0186'19.85 MI NW FROM OLJATO.
 HN0186'ABOUT 19.85 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0186'FROM THE TRADING POST AT OLJATO, AT PIUTE FARMS, ABOUT 0.35 MILE
 HN0186'NORTH-NORTHEAST OF AN INDIAN HOGAN, 100 FEET SOUTHWEST OF A SMALL SAND
 HN0186'HILL WHICH SEPARATES TWO WASHES, 85 FEET NORTHWEST OF THE CENTERLINE
 HN0186'OF A TRAIL ROAD, 60 FEET SOUTHEAST OF THE SOUTH BANK OF THE SAN JUAN
 HN0186'RIVER, 0.6 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 HN0186'THE TRAIL ROAD, AND SET ON TOP OF AN IRON PIPE PROJECTING 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0702 ***********************************************************************
 HN0702  DESIGNATION -  SPENCER
 HN0702  PID         -  HN0702
 HN0702  STATE/COUNTY-  UT/KANE
 HN0702  COUNTRY     -  US
 HN0702  USGS QUAD   -  NAVAJO POINT (2017)
 HN0702
 HN0702                         *CURRENT SURVEY CONTROL
 HN0702  ______________________________________________________________________
 HN0702* NAD 83(1994) POSITION- 37 11 50.65034(N) 111 06 36.65047(W)   ADJUSTED
 HN0702* NAVD 88 ORTHO HEIGHT -  2203.3   (meters)     7229.    (feet) VERTCON3
 HN0702  ______________________________________________________________________
 HN0702  GEOID HEIGHT    -        -22.786 (meters)                     GEOID18
 HN0702  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 HN0702  HORZ ORDER      -  THIRD
 HN0702
 HN0702.The horizontal coordinates were established by classical geodetic methods
 HN0702.and adjusted by the National Geodetic Survey in November 1997.
 HN0702
 HN0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0702
 HN0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0702.GEOID18 height accuracy estimate available here.
 HN0702
 HN0702.Click photographs - Photos may exist for this station.
 HN0702
 HN0702.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0702
 HN0702. The following values were computed from the NAD 83(1994) position.
 HN0702
 HN0702;                    North         East     Units Scale Factor Converg.
 HN0702;SPC UT S     - 3,058,975.110   534,608.578   MT  1.00000336   +0 14 19.8
 HN0702;SPC UT S     -10,035,987.51  1,753,961.64   sFT  1.00000336   +0 14 19.8
 HN0702;UTM  12      - 4,116,776.962   490,221.956   MT  0.99960118   -0 03 59.8
 HN0702
 HN0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0702!SPC UT S     -   0.99965794  x   1.00000336  =   0.99966130
 HN0702!UTM  12      -   0.99965794  x   0.99960118  =   0.99925925
 HN0702
 HN0702:                Primary Azimuth Mark                     Grid Az
 HN0702:SPC UT S     -  NAVAJO POINT                             102 16 18.7
 HN0702:UTM  12      -  NAVAJO POINT                             102 34 38.3
 HN0702
 HN0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG9022116776(NAD 83)
 HN0702
 HN0702|---------------------------------------------------------------------|
 HN0702| PID    Reference Object                     Distance      Geod. Az  |
 HN0702|                                                           dddmmss.s |
 HN0702| HN0701 NAVAJO POINT                        APPROX. 8.1 KM 1023038.5 |
 HN0702|---------------------------------------------------------------------|
 HN0702
 HN0702                          SUPERSEDED SURVEY CONTROL
 HN0702
 HN0702  NAD 83(1992)-  37 11 50.64815(N)    111 06 36.65104(W) AD(       ) 3
 HN0702  NAD 83(1986)-  37 11 50.64587(N)    111 06 36.65102(W) AD(       ) 3
 HN0702  NAD 27      -  37 11 50.67730(N)    111 06 34.10735(W) AD(       ) 3
 HN0702  NGVD 29 (07/19/86) 2202.2    (m)         7225.     (f) VERT ANG       
 HN0702
 HN0702.Superseded values are not recommended for survey control.
 HN0702
 HN0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0702.See file dsdata.pdf to determine how the superseded data were derived.
 HN0702
 HN0702_MARKER: DD = SURVEY DISK
 HN0702_SETTING: 66 = SET IN ROCK OUTCROP
 HN0702_STAMPING: SPENCER 1953
 HN0702_MARK LOGO: USGS
 HN0702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0702+STABILITY: POSITION/ELEVATION WELL
 HN0702
 HN0702  HISTORY     - Date     Condition        Report By
 HN0702  HISTORY     - 1953     MONUMENTED       USGS
 HN0702
 HN0702                          STATION DESCRIPTION
 HN0702
 HN0702'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0702'LOCATED ABOUT 48 MILES SE OF ESCALANTE, 10 MILES NW OF JUNCTION
 HN0702'OF COLORADO AND SAN JUAN RIVERS AND 5 MILES N OF COLORADO RIVER
 HN0702'ON SOUTHWEST TIP OF HORSESHOE-SHAPED CLIFF ON SOUTH END OF
 HN0702'KAIPAROWTIZ PLATEAU ON TOP OF A LARGE ROCK.
 HN0702'
 HN0702'STATION REACHED BY HELICOPTER.
 HN0702'
 HN0702'STATION MARK IS STANDARD USGS TABLET STAMPED SPENCER 1953 CEMENTED
 HN0702'IN ROCK OUTCROP.
 HN0702'
 HN0702'REFERENCE MARK 1 IS A COPPER NAIL AND WASHER CEMENTED IN ROCK,
 HN0702'14.67 FEET FROM STATION S 57 DEG 36 MIN W.
 HN0702'
 HN0702'REFERENCE MARK 2 IS A COPPER NAIL AND WASHER IN TREE, 54.25
 HN0702'FEET FROM STATION MARK N 01 DEG 06 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0618 ***********************************************************************
 HO0618  DESIGNATION -  SPENDLOVE
 HO0618  PID         -  HO0618
 HO0618  STATE/COUNTY-  UT/WASHINGTON
 HO0618  COUNTRY     -  US
 HO0618  USGS QUAD   -  THE GUARDIAN ANGELS (2017)
 HO0618
 HO0618                         *CURRENT SURVEY CONTROL
 HO0618  ______________________________________________________________________
 HO0618* NAD 83(1994) POSITION- 37 20 13.94915(N) 113 06 33.69817(W)   ADJUSTED
 HO0618* NAVD 88 ORTHO HEIGHT -  2102.1   (meters)     6897.    (feet) VERTCON3
 HO0618  ______________________________________________________________________
 HO0618  GEOID HEIGHT    -        -22.197 (meters)                     GEOID18
 HO0618  LAPLACE CORR    -          8.66  (seconds)                    DEFLEC18
 HO0618  HORZ ORDER      -  FIRST
 HO0618
 HO0618.The horizontal coordinates were established by classical geodetic methods
 HO0618.and adjusted by the National Geodetic Survey in November 1997.
 HO0618
 HO0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0618
 HO0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0618.GEOID18 height accuracy estimate available here.
 HO0618
 HO0618.Click photographs - Photos may exist for this station.
 HO0618
 HO0618.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0618
 HO0618. The following values were computed from the NAD 83(1994) position.
 HO0618
 HO0618;                    North         East     Units Scale Factor Converg.
 HO0618;SPC UT S     - 3,075,645.941   357,392.879   MT  0.99998152   -0 59 09.7
 HO0618;SPC UT S     -10,090,681.72  1,172,546.47   sFT  0.99998152   -0 59 09.7
 HO0618;UTM  12      - 4,134,367.752   313,138.184   MT  1.00003013   -1 16 46.9
 HO0618
 HO0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0618!SPC UT S     -   0.99967372  x   0.99998152  =   0.99965524
 HO0618!UTM  12      -   0.99967372  x   1.00003013  =   0.99970384
 HO0618
 HO0618:                Primary Azimuth Mark                     Grid Az
 HO0618:SPC UT S     -  SPENDLOVE AZ MK                          008 47 38.4
 HO0618:UTM  12      -  SPENDLOVE AZ MK                          009 05 15.6
 HO0618
 HO0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG1313834367(NAD 83)
 HO0618
 HO0618|---------------------------------------------------------------------|
 HO0618| PID    Reference Object                     Distance      Geod. Az  |
 HO0618|                                                           dddmmss.s |
 HO0618| CH3409 SPENDLOVE AZ MK                                    0074828.7 |
 HO0618| CH3410 SPENDLOVE RM 1                       11.111 METERS 15946     |
 HO0618| HO0622 LOS ANGELES SALT LK AWY BN 37B      APPROX.41.5 KM 2340658.1 |
 HO0618| HO0627 LOS ANGELES SALT LK AWY BN 37A      APPROX.50.8 KM 2374223.6 |
 HO0618| HO0629 ST GEORGE MORMON TEMPLE SPIRE       APPROX.49.2 KM 2375142.5 |
 HO0618| CH3411 SPENDLOVE RM 2                       10.724 METERS 27751     |
 HO0618|---------------------------------------------------------------------|
 HO0618
 HO0618                          SUPERSEDED SURVEY CONTROL
 HO0618
 HO0618  NAD 83(1992)-  37 20 13.94704(N)    113 06 33.69888(W) AD(       ) 1
 HO0618  NAD 83(1986)-  37 20 13.94559(N)    113 06 33.69795(W) AD(       ) 1
 HO0618  NAD 27      -  37 20 14.01600(N)    113 06 30.89700(W) AD(       ) 1
 HO0618  NGVD 29 (07/19/86) 2101.0    (m)         6893.     (f) VERT ANG       
 HO0618
 HO0618.Superseded values are not recommended for survey control.
 HO0618
 HO0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0618.See file dsdata.pdf to determine how the superseded data were derived.
 HO0618
 HO0618_MARKER: DS = TRIANGULATION STATION DISK
 HO0618_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HO0618_STAMPING: SPENDLOVE 1938
 HO0618_MARK LOGO: CGS
 HO0618_MAGNETIC: P = MARKER IS A STEEL PIPE
 HO0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0618
 HO0618  HISTORY     - Date     Condition        Report By
 HO0618  HISTORY     - 1938     MONUMENTED       CGS
 HO0618
 HO0618                          STATION DESCRIPTION
 HO0618
 HO0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0618'LOCATED ABOUT 30 MILES NE OF ST. GEORGE, UTAH, AND 10 MILES
 HO0618'NNE OF THE SMALL VILLAGE OF VIRGIN, UTAH, IN SEC. 5, T 40 S,
 HO0618'R 11 W, ON THE SUMMIT OF A BRUSH, ROCK-COVERED KNOLL KNOWN
 HO0618'AS SPENDLOVE KNOLL.
 HO0618'
 HO0618'SURFACE MARK IS A STANDARD BRONZE DISK SET IN 3-INCH IRON
 HO0618'PIPE.  REFERENCE AND AZIMUTH MARKS ARE
 HO0618'STANDARD BRONZE DISKS SET IN BEDROCK.
 HO0618'
 HO0618'REACHED FROM UTAH 15 AT VIRGIN, A SMALL VILLAGE 6 MILES EAST
 HO0618'OF THE JUNCTION OF HIGHWAY UTAH 15 AND THE HIGHWAY TO HURRICANE,
 HO0618'AND 14 MILES WEST OF THE ENTRANCE TO ZION NATIONAL PARK.  TURN
 HO0618'NORTH ON GRADED DIRT ROAD AT A VIRGIN OIL FIELD SIGN, AND
 HO0618'FOLLOW NORTHERLY PAST OIL WORKINGS AND ON UP NORTH CREEK,
 HO0618'FORDING CREEK TWICE, FOR 4.7 MILES TO A FORK.  TAKE LEFT FORK
 HO0618'AND FOLLOW IT NORTHERLY UP GRADE FOR 3.2 MILES TO ANOTHER FORK.
 HO0618'THENCE KEEP RIGHT FORK FOR 3.1 MILES TO THE END OF THE GRADE
 HO0618'AT A PLACE WHERE THERE ARE HOUSES SET BACK FROM THE ROAD ON
 HO0618'EITHER SIDE OF THE ROAD.  CONTINUE ON THE SANDY ROAD NORTH
 HO0618'AND NORTHEAST FOR 2.8 MILES TO A FORK AT THE TOP OF THE
 HO0618'GRADE WHERE THERE IS A LARGE PINE TREE ON THE LEFT, AND A
 HO0618'GATE IN A WIRE FENCE ON THE RIGHT, AHEAD, FORK.  THIS IS
 HO0618'THE END OF TRUCK TRAVEL.  THE STATION IS ON THE HILL
 HO0618'1/4 MILE TO THE SOUTH.  LEAVE THE TRUCK AND PACK UP BRUSHY
 HO0618'SLOPE SOUTHWARD TO THE HIGHEST POINT AND STATION.  IT IS
 HO0618'ABOUT 20 MINUTES PACK TO THE TOP.  THERE IS A HIGHER VOLCANIC
 HO0618'CONE ABOUT 3/4 MILE TO THE NORTHEAST OF THE STATION.
 HO0618'
 HO0618'THE AZIMUTH MARK IS ABOUT 0.15 MILE NORTHWEST OF THE END OF
 HO0618'TRUCK TRAVEL ON A SLOPING FLAT, LARGE ROCK ABOUT 20 FEET EAST
 HO0618'OF A TRIANGULAR BLAZE ON A 12-INCH SCRUB PINE TREE.
 HO0618'
 HO0618'HEIGHT OF LIGHT ABOVE TELESCOPE - 1.4 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0476 ***********************************************************************
 KO0476  DESIGNATION -  SPIDER
 KO0476  PID         -  KO0476
 KO0476  STATE/COUNTY-  UT/JUAB
 KO0476  COUNTRY     -  US
 KO0476  USGS QUAD   -  MIDDLE RANGE NORTH (2017)
 KO0476
 KO0476                         *CURRENT SURVEY CONTROL
 KO0476  ______________________________________________________________________
 KO0476* NAD 83(1994) POSITION- 39 42 39.31484(N) 113 34 39.10544(W)   ADJUSTED
 KO0476* NAVD 88 ORTHO HEIGHT -  1734.2   (meters)     5690.    (feet) VERTCON3
 KO0476  ______________________________________________________________________
 KO0476  GEOID HEIGHT    -        -19.433 (meters)                     GEOID18
 KO0476  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 KO0476  HORZ ORDER      -  THIRD
 KO0476
 KO0476.The horizontal coordinates were established by classical geodetic methods
 KO0476.and adjusted by the National Geodetic Survey in November 1997.
 KO0476
 KO0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0476
 KO0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0476.GEOID18 height accuracy estimate available here.
 KO0476
 KO0476.Click photographs - Photos may exist for this station.
 KO0476
 KO0476.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0476
 KO0476. The following values were computed from the NAD 83(1994) position.
 KO0476
 KO0476;                    North         East     Units Scale Factor Converg.
 KO0476;SPC UT C     - 2,155,006.266   321,879.546   MT  0.99990115   -1 19 51.0
 KO0476;SPC UT C     - 7,070,216.39  1,056,033.14   sFT  0.99990115   -1 19 51.0
 KO0476;UTM  12      - 4,398,849.641   279,044.062   MT  1.00020110   -1 38 51.0
 KO0476
 KO0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0476!SPC UT C     -   0.99973105  x   0.99990115  =   0.99963223
 KO0476!UTM  12      -   0.99973105  x   1.00020110  =   0.99993210
 KO0476
 KO0476:                Primary Azimuth Mark                     Grid Az
 KO0476:SPC UT C     -  SAND                                     187 29 15.1
 KO0476:UTM  12      -  SAND                                     187 48 15.1
 KO0476
 KO0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ7904498849(NAD 83)
 KO0476
 KO0476|---------------------------------------------------------------------|
 KO0476| PID    Reference Object                     Distance      Geod. Az  |
 KO0476|                                                           dddmmss.s |
 KO0476| KO0477 SAND                                APPROX. 9.6 KM 1860924.1 |
 KO0476|---------------------------------------------------------------------|
 KO0476
 KO0476                          SUPERSEDED SURVEY CONTROL
 KO0476
 KO0476  NAD 83(1986)-  39 42 39.30972(N)    113 34 39.10398(W) AD(       ) 3
 KO0476  NAD 27      -  39 42 39.51370(N)    113 34 36.15644(W) AD(       ) 3
 KO0476  NGVD 29 (07/19/86) 1733.1    (m)         5686.     (f) VERT ANG       
 KO0476
 KO0476.Superseded values are not recommended for survey control.
 KO0476
 KO0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0476.See file dsdata.pdf to determine how the superseded data were derived.
 KO0476
 KO0476_MARKER: DD = SURVEY DISK
 KO0476_SETTING: 66 = SET IN ROCK OUTCROP
 KO0476_STAMPING: SPIDER 1959
 KO0476_MARK LOGO: USGS
 KO0476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0476+STABILITY: POSITION/ELEVATION WELL
 KO0476
 KO0476  HISTORY     - Date     Condition        Report By
 KO0476  HISTORY     - 1959     MONUMENTED       USGS
 KO0476
 KO0476                          STATION DESCRIPTION
 KO0476
 KO0476'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 KO0476'LOCATED ABOUT 22 MI. NE. OF GANDY, ABOUT 16 MI. SSE. OF CALLAO, ABOUT
 KO0476'13 MI. SW. OF FISH SPRINGS, ON THE TOP OF A PROMINENT JAGGED HILL
 KO0476'ABOVE THE SPIDER URANIUM MINE.
 KO0476'
 KO0476'TO REACH FROM TROUT CREEK POST OFFICE, DRIVE N. ALONG MAIN GRAVEL RD.
 KO0476'2.7 MI. TO A T-RD. E., TURN RIGHT FOR 4.7 MI. TO A T-RD., CONTINUE
 KO0476'E. 5.0 MI. TO CALLAO ROAD JUNCTION, TURN RIGHT (S.) FOR 5.8 MI. TO
 KO0476'SPIDER MINE, DRIVE E. AND S. ON TRACK RD. 1.0 MI. TO END OF TRUCK
 KO0476'TRAVEL.  PACK UP STEEP SLOPE TO TOP OF JAGGED HILL AND STATION MARK,
 KO0476'A 15 MINUTE PACK.  STATION IS ABOUT 15 FT. N. OF HIGHEST POINT OF
 KO0476'HILL.
 KO0476'
 KO0476'STATION MARK--STANDARD TABLET, STAMPED ---SPIDER---, CEMENTED IN
 KO0476'PECULIAR SANDSTONE AND LIMESTONE FORMATION.
 KO0476'
 KO0476'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, CEMENTED IN CRACK.
 KO0476'
 KO0476'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, CEMENTED IN DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0746 ***********************************************************************
 MS0746  DESIGNATION -  SPIKE ET
 MS0746  PID         -  MS0746
 MS0746  STATE/COUNTY-  UT/BOX ELDER
 MS0746  COUNTRY     -  US
 MS0746  USGS QUAD   -  GOLDEN SPIKE MONUMENT (2017)
 MS0746
 MS0746                         *CURRENT SURVEY CONTROL
 MS0746  ______________________________________________________________________
 MS0746* NAD 83(1994) POSITION- 41 36 44.96172(N) 112 36 27.79145(W)   ADJUSTED
 MS0746* NAVD 88 ORTHO HEIGHT -  1743.4   (meters)     5720.    (feet) VERTCON3
 MS0746  ______________________________________________________________________
 MS0746  GEOID HEIGHT    -        -15.720 (meters)                     GEOID18
 MS0746  LAPLACE CORR    -          5.47  (seconds)                    DEFLEC18
 MS0746  HORZ ORDER      -  SECOND
 MS0746
 MS0746.The horizontal coordinates were established by classical geodetic methods
 MS0746.and adjusted by the National Geodetic Survey in November 1997.
 MS0746
 MS0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0746
 MS0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0746.GEOID18 height accuracy estimate available here.
 MS0746
 MS0746.Click photographs - Photos may exist for this station.
 MS0746
 MS0746.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0746
 MS0746. The following values were computed from the NAD 83(1994) position.
 MS0746
 MS0746;                    North         East     Units Scale Factor Converg.
 MS0746;SPC UT N     - 1,142,641.542   407,674.514   MT  0.99997673   -0 43 49.4
 MS0746;SPC UT N     - 3,748,816.46  1,337,512.13   sFT  0.99997673   -0 43 49.4
 MS0746;UTM  12      - 4,608,001.071   366,045.599   MT  0.99982082   -1 04 04.2
 MS0746
 MS0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0746!SPC UT N     -   0.99972909  x   0.99997673  =   0.99970582
 MS0746!UTM  12      -   0.99972909  x   0.99982082  =   0.99954996
 MS0746
 MS0746:                Primary Azimuth Mark                     Grid Az
 MS0746:SPC UT N     -  GOLDEN ET                                005 51 00.1
 MS0746:UTM  12      -  GOLDEN ET                                006 11 14.9
 MS0746
 MS0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM6604508001(NAD 83)
 MS0746
 MS0746|---------------------------------------------------------------------|
 MS0746| PID    Reference Object                     Distance      Geod. Az  |
 MS0746|                                                           dddmmss.s |
 MS0746| MS0745 GOLDEN ET                           APPROX. 6.1 KM 0050710.7 |
 MS0746|---------------------------------------------------------------------|
 MS0746
 MS0746                          SUPERSEDED SURVEY CONTROL
 MS0746
 MS0746  NAD 83(1993)-  41 36 44.96029(N)    112 36 27.78318(W) AD(       ) 2
 MS0746  NAD 83(1986)-  41 36 44.95360(N)    112 36 27.77303(W) AD(       ) 2
 MS0746  NAD 27      -  41 36 45.22019(N)    112 36 24.87329(W) AD(       ) 2
 MS0746  NGVD 29 (07/19/86) 1742.4    (m)         5717.     (f) VERT ANG       
 MS0746
 MS0746.Superseded values are not recommended for survey control.
 MS0746
 MS0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0746.See file dsdata.pdf to determine how the superseded data were derived.
 MS0746
 MS0746_MARKER: DD = SURVEY DISK
 MS0746_SETTING: 66 = SET IN ROCK OUTCROP
 MS0746_STAMPING: SPIKE ET 1966
 MS0746_MARK LOGO: USGS
 MS0746_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0746+STABILITY: POSITION/ELEVATION WELL
 MS0746
 MS0746  HISTORY     - Date     Condition        Report By
 MS0746  HISTORY     - 1966     MONUMENTED       USGS
 MS0746
 MS0746                          STATION DESCRIPTION
 MS0746
 MS0746'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (EEM)
 MS0746'LOCATED ABOUT 32 MI. (AIRLINE) WNW. OF BRIGHAM CITY.  30 MI.
 MS0746'NW. OF PROMONTORY POINT.  25 MI. SE. OF SNOWVILLE.  3.5 MI.
 MS0746'SW. OF THE GOLDEN SPIKE MONUMENT.  ON THE HIGHEST TOP IN THE
 MS0746'MOST SOUTHERN GROUP OF HILLS IN THE N. PROMONTORY MOUNTAINS.
 MS0746'IN THE APPROXIMATE NE. 1/4 OF SECTION 11. T. 10 N., R. 7 W.
 MS0746'
 MS0746'TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAYS 30S, 191 AND
 MS0746'UTAH STATE 83 IN CORINNE, DRIVE W. ON STATE 83 FOR 17.1 MI.
 MS0746'AND RD. INTERSECTION.  TURN LEFT (W.) FOR 2 MI. TO Y-RD..  TAKE
 MS0746'RIGHT FORK (LEFT FORK TO PROMOTORY POINT) FOR 4.55 MI. TO RD.
 MS0746'INTERSECTION.  CONTINUE STRAIGHT AHEAD ON GRAVELED RD. FOR 1.4
 MS0746'MI.  TO A Y-RD..  TAKE LEFT FORK FOR 1.9 MI. AND T-RD..  TAKE LEFT
 MS0746'FORK FOR 0.35 MI. AND RD. JUNCTION.  CONTINUE STRAIGHT AHEAD ON
 MS0746'FIELD RD. (PASSING OLD BUILDING ON RIGHT) FOR 0.75 MI..  FROM
 MS0746'THIS POINT TURN LEFT ACROSS SMALL CULTIVATED FIELD IN BASIN AND
 MS0746'TAKE NORTHERN OF TWO DRAWS (OLD RD.) FOR 0.35 MI. TO
 MS0746'JUNIPER-COVERED SADDLE.  CONTINUE ALONG OLD TRAIL FOR 0.4 MI.
 MS0746'TO EDGE OF CULTIVATED FIELD.  TURN RIGHT CONTINUING ON
 MS0746'OLD TRAIL FOR 0.2 MI. AND SMALL DRAW ON RIGHT.  TURN RIGHT
 MS0746'INTO DRAW FOR 0.05 MI., THENCE LEFT UP STEEP SLOPE TO
 MS0746'RIDGE TOP.  THENCE RIGHT UP AND ALONG RIDGE FOR 0.3 MI. TO
 MS0746'HIGHEST POINT AND STATION.  (FOUR-WHEEL DRIVE REQUIRED)
 MS0746'
 MS0746'STATION MARK--A STANDARD TABLET STAMPED ET SPIKE 1966 CEMENTED
 MS0746'IN ROCK OUTCROPPING ON HIGHEST POINT OF TOP.
 MS0746'
 MS0746'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0627 ***********************************************************************
 LN0627  DESIGNATION -  SPLIT
 LN0627  PID         -  LN0627
 LN0627  STATE/COUNTY-  UT/UINTAH
 LN0627  COUNTRY     -  US
 LN0627  USGS QUAD   -  SPLIT MOUNTAIN (2017)
 LN0627
 LN0627                         *CURRENT SURVEY CONTROL
 LN0627  ______________________________________________________________________
 LN0627* NAD 83(1994) POSITION- 40 28 26.26811(N) 109 14 50.19235(W)   ADJUSTED
 LN0627* NAVD 88 ORTHO HEIGHT -  2320.1   (meters)     7612.    (feet) VERTCON3
 LN0627  ______________________________________________________________________
 LN0627  GEOID HEIGHT    -        -16.258 (meters)                     GEOID18
 LN0627  LAPLACE CORR    -          0.79  (seconds)                    DEFLEC18
 LN0627  HORZ ORDER      -  THIRD
 LN0627
 LN0627.The horizontal coordinates were established by classical geodetic methods
 LN0627.and adjusted by the National Geodetic Survey in November 1997.
 LN0627
 LN0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0627
 LN0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0627.GEOID18 height accuracy estimate available here.
 LN0627
 LN0627.Click photographs - Photos may exist for this station.
 LN0627
 LN0627.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0627
 LN0627. The following values were computed from the NAD 83(1994) position.
 LN0627
 LN0627;                    North         East     Units Scale Factor Converg.
 LN0627;SPC UT C     - 2,240,061.410   691,004.558   MT  0.99996096   +1 26 35.0
 LN0627;SPC UT C     - 7,349,268.14  2,267,070.79   sFT  0.99996096   +1 26 35.0
 LN0627;UTM  12      - 4,481,840.033   648,576.190   MT  0.99987173   +1 08 16.5
 LN0627
 LN0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0627!SPC UT C     -   0.99963873  x   0.99996096  =   0.99959970
 LN0627!UTM  12      -   0.99963873  x   0.99987173  =   0.99951051
 LN0627
 LN0627:                Primary Azimuth Mark                     Grid Az
 LN0627:SPC UT C     -  CHEW                                     111 39 15.6
 LN0627:UTM  12      -  CHEW                                     111 57 34.1
 LN0627
 LN0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK4857681840(NAD 83)
 LN0627
 LN0627|---------------------------------------------------------------------|
 LN0627| PID    Reference Object                     Distance      Geod. Az  |
 LN0627|                                                           dddmmss.s |
 LN0627| LN0626 CHEW                                APPROX. 7.0 KM 1130550.6 |
 LN0627|---------------------------------------------------------------------|
 LN0627
 LN0627                          SUPERSEDED SURVEY CONTROL
 LN0627
 LN0627  NAD 83(1993)-  40 28 26.26553(N)    109 14 50.18779(W) AD(       ) 3
 LN0627  NAD 83(1992)-  40 28 26.25000(N)    109 14 50.17906(W) AD(       ) 3
 LN0627  NAD 83(1986)-  40 28 26.24994(N)    109 14 50.17911(W) AD(       ) 3
 LN0627  NAD 27      -  40 28 26.38922(N)    109 14 47.72331(W) AD(       ) 3
 LN0627  NGVD 29 (07/19/86) 2318.9    (m)         7608.     (f) VERT ANG       
 LN0627
 LN0627.Superseded values are not recommended for survey control.
 LN0627
 LN0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0627.See file dsdata.pdf to determine how the superseded data were derived.
 LN0627
 LN0627_MARKER: DD = SURVEY DISK
 LN0627_SETTING: 66 = SET IN ROCK OUTCROP
 LN0627_STAMPING: SPLIT 1939
 LN0627_MARK LOGO: USGS
 LN0627_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0627+STABILITY: POSITION/ELEVATION WELL
 LN0627
 LN0627  HISTORY     - Date     Condition        Report By
 LN0627  HISTORY     - 1939     MONUMENTED       USGS
 LN0627
 LN0627                          STATION DESCRIPTION
 LN0627
 LN0627'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 LN0627'LOCATED 8.25 MI. NE. OF JENSEN, ABOUT 200 FT. E. FROM THE HIGHEST
 LN0627'PART OF SPLIT MOUNTAIN, ON TOP OF SHARP POINT OVERLOOKING THE GREEN
 LN0627'RIVER TO THE E.
 LN0627'
 LN0627'TO REACH FROM VERNAL POST OFFICE, DRIVE E. 0.1 MI., TURN LEFT (N.)
 LN0627'AND DRIVE 0.5 MI., TURN RIGHT (E.) AND DRIVE 11.2 MI. TO RD. FORK,
 LN0627'TAKE RIGHT FORK AND DRIVE 1.6 MI., TAKE RIGHT FORK AND DRIVE 1.3 MI.,
 LN0627'TURN LEFT AND DRIVE 4.8 MI. TO SADDLE, TURN RIGHT (S.) AND DRIVE 2.1
 LN0627'MI., TURN E. ACROSS COUNTRY UP POINT OF RIDGE, THEN DRIVE 3.8 MI. TO
 LN0627'SADDLE AND END OF FOUR WHEEL DRIVE.  PACK NE. FOR ABOUT 0.5 MI.
 LN0627'AROUND HEAD OF CANYON, THENCE SE. ABOUT 0.5 MI. TO TOP.  STATION IS
 LN0627'ABOUT 200 FT. S. OF TOP AND 40 FT. LOWER.
 LN0627'
 LN0627'STATION MARK--STANDARD TABLET STAMPED ---SPLIT 1939---, CEMENTED IN
 LN0627'SOLID LEDGE.
 LN0627'
 LN0627'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 LN0627'1 SPLIT 1939---, CEMENTED IN LEDGE, 15.60 FT. FROM STATION MARK,
 LN0627'S 85 DEG 39 MIN W.
 LN0627'
 LN0627'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 LN0627'2 SPLIT 1939---, CEMENTED IN LEDGE, 11.02 FT. FROM STATION MARK,
 LN0627'N 20 DEG 18 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0345 ***********************************************************************
 JN0345  DESIGNATION -  SPRING
 JN0345  PID         -  JN0345
 JN0345  STATE/COUNTY-  UT/EMERY
 JN0345  COUNTRY     -  US
 JN0345  USGS QUAD   -  IRELAND MESA (2017)
 JN0345
 JN0345                         *CURRENT SURVEY CONTROL
 JN0345  ______________________________________________________________________
 JN0345* NAD 83(1994) POSITION- 38 40 38.72592(N) 111 06 23.79804(W)   ADJUSTED
 JN0345* NAVD 88 ORTHO HEIGHT -  1925.0   (meters)     6316.    (feet) VERTCON3
 JN0345  ______________________________________________________________________
 JN0345  GEOID HEIGHT    -        -18.564 (meters)                     GEOID18
 JN0345  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 JN0345  HORZ ORDER      -  THIRD
 JN0345
 JN0345.The horizontal coordinates were established by classical geodetic methods
 JN0345.and adjusted by the National Geodetic Survey in November 1997.
 JN0345
 JN0345.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0345
 JN0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0345.GEOID18 height accuracy estimate available here.
 JN0345
 JN0345.Click photographs - Photos may exist for this station.
 JN0345
 JN0345.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0345
 JN0345. The following values were computed from the NAD 83(1994) position.
 JN0345
 JN0345;                    North         East     Units Scale Factor Converg.
 JN0345;SPC UT C     - 2,038,277.792   534,235.449   MT  1.00010096   +0 15 07.2
 JN0345;SPC UT C     - 6,687,249.72  1,752,737.47   sFT  1.00010096   +0 15 07.2
 JN0345;UTM  12      - 4,280,986.346   490,726.633   MT  0.99960106   -0 03 59.8
 JN0345
 JN0345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0345!SPC UT C     -   0.99970096  x   1.00010096  =   0.99980189
 JN0345!UTM  12      -   0.99970096  x   0.99960106  =   0.99930214
 JN0345
 JN0345:                Primary Azimuth Mark                     Grid Az
 JN0345:SPC UT C     -  SLAUGHTER                                104 50 34.5
 JN0345:UTM  12      -  SLAUGHTER                                105 09 41.5
 JN0345
 JN0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH9072680986(NAD 83)
 JN0345
 JN0345|---------------------------------------------------------------------|
 JN0345| PID    Reference Object                     Distance      Geod. Az  |
 JN0345|                                                           dddmmss.s |
 JN0345| JN0344 SLAUGHTER                           APPROX. 7.4 KM 1050541.7 |
 JN0345|---------------------------------------------------------------------|
 JN0345
 JN0345                          SUPERSEDED SURVEY CONTROL
 JN0345
 JN0345  NAD 83(1986)-  38 40 38.71735(N)    111 06 23.79252(W) AD(       ) 3
 JN0345  NAD 27      -  38 40 38.79960(N)    111 06 21.19717(W) AD(       ) 3
 JN0345  NGVD 29 (07/19/86) 1923.9    (m)         6312.     (f) VERT ANG       
 JN0345
 JN0345.Superseded values are not recommended for survey control.
 JN0345
 JN0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0345.See file dsdata.pdf to determine how the superseded data were derived.
 JN0345
 JN0345_MARKER: DB = BENCH MARK DISK
 JN0345_SETTING: 66 = SET IN ROCK OUTCROP
 JN0345_STAMPING: 1952 SPRING
 JN0345_MARK LOGO: USGS
 JN0345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0345+STABILITY: POSITION/ELEVATION WELL
 JN0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0345+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2021
 JN0345
 JN0345  HISTORY     - Date     Condition        Report By
 JN0345  HISTORY     - 1952     MONUMENTED       USGS
 JN0345  HISTORY     - 20210228 GOOD             INDIV
 JN0345
 JN0345                          STATION DESCRIPTION
 JN0345
 JN0345'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0345'LOCATED ABOUT 18 MI. SSE. OF EMERY AND 17.5 MI. SW. OF SAN RAFAEL
 JN0345'KNOB ON A LARGE ROCKY TOP.  STATION IS ON THE SE. PART OF TOP, ON
 JN0345'THE HIGHEST POINT ABOUT 5 FT. W. OF CAIRN.
 JN0345'
 JN0345'STATION REACHED BY HELICOPTER.
 JN0345'
 JN0345'STATION MARK - STANDARD TABLET STAMPED ---SPRING 1952--- CEMENTED IN
 JN0345'DRILL HOLE IN BEDROCK.
 JN0345'
 JN0345'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 JN0345'--- 1 1952 --- CEMENTED IN DRILL HOLE IN ROCK, 7.66 FT. FROM STATION
 JN0345'MARK, N 34 DEG 38 MIN E.
 JN0345'
 JN0345'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER IN BASE OF 4 FT. CEDAR
 JN0345'TREE, 42.44 FT. FROM STATION MARK, N 67 DEG 48 MIN W.
 JN0345
 JN0345                          STATION RECOVERY (2021)
 JN0345
 JN0345'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 JN0345'TO REACH FROM UTAH IH-70, TAKE EXIT 91 SOUTH AND FOLLOW THE MAIN ROAD.
 JN0345'GO 7.3 MI (11.7 KM) TO A MAJOR INTERSECTION AND VEER LEFT, EAST, ONTO
 JN0345'CR920, SIGNED 'MUSSENTUCHIT SAND DUNES 10 MI'.  CONTINUE EAST AND
 JN0345'SOUTH FOR 8.7 MI (14.0 KM).  TURN LEFT ONTO A MINOR UNNAMED ROAD AND
 JN0345'GO 2.8 MI (4.5 KM).  TURN LEFT ONTO A RANCH ROAD AND GO 1.1 MI (1.8
 JN0345'KM) TO THE END OF VEHICLE TRAVEL.
 JN0345'
 JN0345'FROM HERE HIKE EAST TOWARD THE STATION AIMING FOR THE GRAY ROCK
 JN0345'SLOPES.  ONCE NEAR ENOUGH TO DISTINGUISH A LARGE RED ROCK
 JN0345'CONGLOMERATION CONTINUE UP AND SLIGHTLY TO THE SOUTH OF THAT.  THEN GO
 JN0345'150 FURTHER SOUTH TO GO AROUND A GRAY ROCK WALL.  ONCE ABOVE THE GRAY
 JN0345'ROCK WALL TURN NORTH AND AIM FOR A JUNIPER TREE ON THE RIDGE TOP.
 JN0345'ONCE AT THE JUNIPER TREE IT IS AN EASY WALK SOUTHEAST FOR 500 FT
 JN0345'(152.4 M) TO THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0377 ***********************************************************************
 KN0377  DESIGNATION -  SPRING
 KN0377  PID         -  KN0377
 KN0377  STATE/COUNTY-  UT/SANPETE
 KN0377  COUNTRY     -  US
 KN0377  USGS QUAD   -  MOUNT PLEASANT (2017)
 KN0377
 KN0377                         *CURRENT SURVEY CONTROL
 KN0377  ______________________________________________________________________
 KN0377* NAD 83(1994) POSITION- 39 30 01.10568(N) 111 29 19.22566(W)   ADJUSTED
 KN0377* NAVD 88 ORTHO HEIGHT -  1770.54  (+/-2cm)     5808.8   (feet) VERTCON3
 KN0377  ______________________________________________________________________
 KN0377  GEOID HEIGHT    -        -17.130 (meters)                     GEOID18
 KN0377  LAPLACE CORR    -         11.98  (seconds)                    DEFLEC18
 KN0377  HORZ ORDER      -  SECOND
 KN0377  VERT ORDER      -  THIRD ? (See Below)
 KN0377
 KN0377.The horizontal coordinates were established by classical geodetic methods
 KN0377.and adjusted by the National Geodetic Survey in November 1997.
 KN0377
 KN0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0377
 KN0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0377.GEOID18 height accuracy estimate available here.
 KN0377
 KN0377.The vertical order pertains to the NGVD 29 superseded value.
 KN0377
 KN0377.Click photographs - Photos may exist for this station.
 KN0377
 KN0377.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0377
 KN0377. The following values were computed from the NAD 83(1994) position.
 KN0377
 KN0377;                    North         East     Units Scale Factor Converg.
 KN0377;SPC UT C     - 2,129,555.965   500,974.119   MT  0.99991578   +0 00 26.1
 KN0377;SPC UT C     - 6,986,718.20  1,643,612.59   sFT  0.99991578   +0 00 26.1
 KN0377;UTM  12      - 4,372,412.565   457,984.396   MT  0.99962173   -0 18 39.0
 KN0377
 KN0377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0377!SPC UT C     -   0.99972499  x   0.99991578  =   0.99964079
 KN0377!UTM  12      -   0.99972499  x   0.99962173  =   0.99934682
 KN0377
 KN0377:                Primary Azimuth Mark                     Grid Az
 KN0377:SPC UT C     -  SPRING AZ MK                             212 12 14.5
 KN0377:UTM  12      -  SPRING AZ MK                             212 31 19.6
 KN0377
 KN0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ5798472412(NAD 83)
 KN0377
 KN0377|---------------------------------------------------------------------|
 KN0377| PID    Reference Object                     Distance      Geod. Az  |
 KN0377|                                                           dddmmss.s |
 KN0377| CM6506 SPRING RM 1                           4.597 METERS 17505     |
 KN0377| CM6505 SPRING AZ MK                                       2121240.6 |
 KN0377| CM6507 SPRING RM 2                           4.643 METERS 26553     |
 KN0377|---------------------------------------------------------------------|
 KN0377
 KN0377                          SUPERSEDED SURVEY CONTROL
 KN0377
 KN0377  NAD 83(1993)-  39 30 01.09517(N)    111 29 19.22218(W) AD(       ) 2
 KN0377  NAD 83(1986)-  39 30 01.09449(N)    111 29 19.22045(W) AD(       ) 2
 KN0377  NAD 27      -  39 30 01.22700(N)    111 29 16.53400(W) AD(       ) 2
 KN0377  NGVD 29            1769.38   (m)         5805.0    (f) LEVELING    3  
 KN0377
 KN0377.Superseded values are not recommended for survey control.
 KN0377
 KN0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0377.See file dsdata.pdf to determine how the superseded data were derived.
 KN0377
 KN0377_MARKER: DS = TRIANGULATION STATION DISK
 KN0377_SETTING: 80 = SET IN A BOULDER
 KN0377_STAMPING: SPRING 1938
 KN0377_MARK LOGO: CGS
 KN0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0377+STABILITY: SURFACE MOTION
 KN0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0377+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2012
 KN0377
 KN0377  HISTORY     - Date     Condition        Report By
 KN0377  HISTORY     - 1938     MONUMENTED       CGS
 KN0377  HISTORY     - 20120523 GOOD             INDIV
 KN0377
 KN0377                          STATION DESCRIPTION
 KN0377
 KN0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0377'STATION IS LOCATED 1.6 MILES N OF SPRING CITY, UTAH.  IT IS ON
 KN0377'LOW FLAT FLOOR OF VALLEY BETWEEN WASATCH PLATEAU ON E AND SAND
 KN0377'PITCH MTS. ON W.  IT IS 60 FEET E OF CENTER LINE OF U.S. HIGHWAY
 KN0377'89 AND 55 FEET SW OF A DIRT ROAD RUNNING SE AND NW WHICH JOINS
 KN0377'U.S. HIGHWAY 89 ABOUT 100 FEET N OF STATION.
 KN0377'
 KN0377'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 KN0377'BOULDERS.  AZIMUTH MARK IS A
 KN0377'STANDARD BRONZE DISK IN CONCRETE.
 KN0377'
 KN0377'REFERENCE MARK NO. 1 IS SSE OF STATION AT SAME ELEVATION AS
 KN0377'STATION.  REFERENCE MARK NO. 2 IS WSW OF STATION, ABOUT 1/2
 KN0377'FOOT LOWER IN ELEVATION.
 KN0377'
 KN0377'AZIMUTH MARK IS ABOUT 0.6 MILE SSW OF STATION ON W SIDE OF
 KN0377'U.S. HIGHWAY 89.  IT IS ABOUT 7 FEET N OF A TELEPHONE POLE
 KN0377'AND ABOUT 25 FEET W OF CENTER LINE OF HIGHWAY.
 KN0377'
 KN0377'TO REACH STATION FROM SPRING CITY, UTAH, GO N ON U.S. HIGHWAY
 KN0377'89 1.6 MILES TO STATION ON E SIDE OF ROAD.
 KN0377
 KN0377                          STATION RECOVERY (2012)
 KN0377
 KN0377'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (BNR)
 KN0377'CARSONITE SIGN IS GONE,RM 1 WAS ALSO FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0725 ***********************************************************************
 LO0725  DESIGNATION -  SPRING
 LO0725  PID         -  LO0725
 LO0725  STATE/COUNTY-  UT/SUMMIT
 LO0725  COUNTRY     -  US
 LO0725  USGS QUAD   -  TURNER HOLLOW (2017)
 LO0725
 LO0725                         *CURRENT SURVEY CONTROL
 LO0725  ______________________________________________________________________
 LO0725* NAD 83(1994) POSITION- 40 53 09.82849(N) 111 18 39.70634(W)   ADJUSTED
 LO0725* NAVD 88 ORTHO HEIGHT -  2371.6   (meters)     7781.    (feet) VERTCON3
 LO0725  ______________________________________________________________________
 LO0725  GEOID HEIGHT    -        -15.467 (meters)                     GEOID18
 LO0725  LAPLACE CORR    -          6.00  (seconds)                    DEFLEC18
 LO0725  HORZ ORDER      -  THIRD
 LO0725
 LO0725.The horizontal coordinates were established by classical geodetic methods
 LO0725.and adjusted by the National Geodetic Survey in November 1997.
 LO0725
 LO0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0725
 LO0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0725.GEOID18 height accuracy estimate available here.
 LO0725
 LO0725.Click photographs - Photos may exist for this station.
 LO0725
 LO0725.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0725
 LO0725. The following values were computed from the NAD 83(1994) position.
 LO0725
 LO0725;                    North         East     Units Scale Factor Converg.
 LO0725;SPC UT N     - 1,061,397.394   515,926.033   MT  0.99997698   +0 07 28.6
 LO0725;SPC UT N     - 3,482,267.95  1,692,667.33   sFT  0.99997698   +0 07 28.6
 LO0725;UTM  12      - 4,526,155.705   473,796.928   MT  0.99960845   -0 12 12.9
 LO0725
 LO0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0725!SPC UT N     -   0.99963054  x   0.99997698  =   0.99960753
 LO0725!UTM  12      -   0.99963054  x   0.99960845  =   0.99923914
 LO0725
 LO0725:                Primary Azimuth Mark                     Grid Az
 LO0725:SPC UT N     -  BLONQUIST                                101 23 44.1
 LO0725:UTM  12      -  BLONQUIST                                101 43 25.6
 LO0725
 LO0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL7379626155(NAD 83)
 LO0725
 LO0725|---------------------------------------------------------------------|
 LO0725| PID    Reference Object                     Distance      Geod. Az  |
 LO0725|                                                           dddmmss.s |
 LO0725| LO0724 BLONQUIST                           APPROX. 5.1 KM 1013112.7 |
 LO0725|---------------------------------------------------------------------|
 LO0725
 LO0725                          SUPERSEDED SURVEY CONTROL
 LO0725
 LO0725  NAD 83(1993)-  40 53 09.82895(N)    111 18 39.70588(W) AD(       ) 3
 LO0725  NAD 83(1986)-  40 53 09.81519(N)    111 18 39.69591(W) AD(       ) 3
 LO0725  NAD 27      -  40 53 10.00592(N)    111 18 37.00592(W) AD(       ) 3
 LO0725  NGVD 29 (07/19/86) 2370.3    (m)         7777.     (f) VERT ANG       
 LO0725
 LO0725.Superseded values are not recommended for survey control.
 LO0725
 LO0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0725.See file dsdata.pdf to determine how the superseded data were derived.
 LO0725
 LO0725_MARKER: P = PIPE CAP
 LO0725_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0725_STAMPING: SPRING 1965
 LO0725_MARK LOGO: USGS
 LO0725_PROJECTION: PROJECTING 3 CENTIMETERS
 LO0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0725
 LO0725  HISTORY     - Date     Condition        Report By
 LO0725  HISTORY     - 1965     MONUMENTED       USGS
 LO0725
 LO0725                          STATION DESCRIPTION
 LO0725
 LO0725'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 LO0725'LOCATED ABOUT  5 MI. SE. OF COALVILLE, 4 MI. ENE. OF HOYTSVILLE, ON
 LO0725'A LARGE, HIGH TOP NEAR THE N. END OF A N-S. RIDGE THAT LIES BETWEEN
 LO0725'SPRING CANYON AND ELKHORN CANYON.
 LO0725'
 LO0725'TO REACH FROM CENTER OF HOYTSVILLE, GO E. AND S. UP SPRING CANYON 1.6
 LO0725'MI.TO LOCKED GATE (MR.SARGEANT IN HOYTSVILLE HAS KEY)
 LO0725'PASS THRU GATE AND CONTINUE UP CANYON 3.4 MI. TO RD. FORKS, TAKE LEFT
 LO0725'0.9 MI. TO FORKS NEAR SADDLE ON RIDGE LINE, TAKE LEFT FORK N. UP RIDGE
 LO0725'2.25 MI. TO POINT IN RD. OPPOSITE TOP TO W., TURN LEFT UP OPEN RIDGE
 LO0725'ACROSS COUNTRY 0.15 MI. TO TOP AND STATION.
 LO0725'
 LO0725'STATION MARK - STANDARD BRONZE CAP STAMPED ---SPRING 1965--- WELDED
 LO0725'TO TOP OF 3 IN. IRON PIPE, PROJECTING 0.1 FT. ABOVE GROUND.
 LO0725'
 LO0725'REFERENCE MARK NO.1 - STANDARD BRONZE REFERENCE MARK TABLET STAMPED
 LO0725'---NO.1 1965--- WELDED TO TOP OF 3-IN. IRON PIPE, PROJECTING 0.7 FT.
 LO0725'ABOVE GROUND 17.21 FT. FROM STATION MARK, N 14 DEG 46 MIN E.
 LO0725'
 LO0725'REFERENCE MARK NO.2 - STANDARD BRONZE REFERENCE MARK TABLET STAMPED
 LO0725'---NO.2 1965--- WELDED TO TOP OF 3 IN. IRON PIPE PROJECTING 0.5 FT.
 LO0725'ABOVE GROUND, 24.23 FT. FROM STATION MARK, S 82 DEG 52 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0785 ***********************************************************************
 LO0785  CBN         -  This is a Cooperative Base Network Control Station.
 LO0785  DESIGNATION -  SPRING
 LO0785  PID         -  LO0785
 LO0785  STATE/COUNTY-  UT/UTAH
 LO0785  COUNTRY     -  US
 LO0785  USGS QUAD   -  PROVO (2017)
 LO0785
 LO0785                         *CURRENT SURVEY CONTROL
 LO0785  ______________________________________________________________________
 LO0785* NAD 83(2011) POSITION- 40 09 30.66691(N) 111 41 50.51160(W)   ADJUSTED
 LO0785* NAD 83(2011) ELLIP HT-  1356.562 (meters)        (06/27/12)   ADJUSTED
 LO0785* NAD 83(2011) EPOCH   -  2010.00
 LO0785* NAVD 88 ORTHO HEIGHT -  1374.1   (meters)     4508.    (feet) GPS OBS
 LO0785  ______________________________________________________________________
 LO0785  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LO0785  GEOID HEIGHT    -         -17.16 (meters)                     GEOID93
 LO0785  GEOID HEIGHT    -        -17.485 (meters)                     GEOID18
 LO0785  NAD 83(2011) X  - -1,805,047.264 (meters)                     COMP
 LO0785  NAD 83(2011) Y  - -4,536,490.906 (meters)                     COMP
 LO0785  NAD 83(2011) Z  -  4,092,328.131 (meters)                     COMP
 LO0785  LAPLACE CORR    -          5.59  (seconds)                    DEFLEC18
 LO0785
 LO0785  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LO0785  Standards:
 LO0785         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LO0785            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LO0785  -------------------------------------------------------------------
 LO0785  NETWORK    1.04   1.80           0.48   0.34   0.92     -0.12679604
 LO0785  -------------------------------------------------------------------
 LO0785  Click here for local accuracies and other accuracy information.
 LO0785
 LO0785.The horizontal coordinates were established by GPS observations
 LO0785.and adjusted by the National Geodetic Survey in June 2012.
 LO0785
 LO0785.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LO0785.been affixed to the stable North American tectonic plate. See 
 LO0785.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LO0785
 LO0785.The horizontal coordinates are valid at the epoch date displayed above
 LO0785.which is a decimal equivalence of Year/Month/Day.
 LO0785
 LO0785.The orthometric height was determined by GPS observations and a
 LO0785.high-resolution geoid model.
 LO0785
 LO0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0785.GEOID18 height accuracy estimate available here.
 LO0785
 LO0785.Click photographs - Photos may exist for this station.
 LO0785
 LO0785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LO0785
 LO0785.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0785
 LO0785.The ellipsoidal height was determined by GPS observations
 LO0785.and is referenced to NAD 83.
 LO0785
 LO0785. The following values were computed from the NAD 83(2011) position.
 LO0785
 LO0785;                    North         East     Units Scale Factor Converg.
 LO0785;SPC UT C     - 2,202,649.571   483,186.783   MT  0.99991473   -0 07 35.1
 LO0785;SPC UT C     - 7,226,526.13  1,585,255.30   sFT  0.99991473   -0 07 35.1
 LO0785;UTM  12      - 4,445,584.562   440,610.817   MT  0.99964342   -0 26 59.1
 LO0785
 LO0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0785!SPC UT C     -   0.99978723  x   0.99991473  =   0.99970198
 LO0785!UTM  12      -   0.99978723  x   0.99964342  =   0.99943073
 LO0785
 LO0785:                Primary Azimuth Mark                     Grid Az
 LO0785:SPC UT C     -  SPRING AZ MK                             090 13 38.6
 LO0785:UTM  12      -  SPRING AZ MK                             090 33 02.6
 LO0785
 LO0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4061045584(NAD 83)
 LO0785
 LO0785|---------------------------------------------------------------------|
 LO0785| PID    Reference Object                     Distance      Geod. Az  |
 LO0785|                                                           dddmmss.s |
 LO0785| CM6508 SPRING AZ MK                                       0900603.5 |
 LO0785| CM6509 SPRING RM 1                           6.180 METERS 11718     |
 LO0785| LO0776 SALEM MTN MTN ST TT MICROWAVE       APPROX.17.0 KM 1553015.4 |
 LO0785| LO0783 SPANISH FORK U I SUG FACT STK       APPROX. 6.2 KM 1655602.1 |
 LO0785| LO0792 WEST MTN ATT MICROWAVE MAST         APPROX.13.2 KM 2341219.1 |
 LO0785| CM6510 SPRING RM 2                           6.550 METERS 24718     |
 LO0785| LO0786 AIRPORT BCN PROVO MUN APT           APPROX. 7.0 KM 3450947.7 |
 LO0785|---------------------------------------------------------------------|
 LO0785
 LO0785                          SUPERSEDED SURVEY CONTROL
 LO0785
 LO0785  NAD 83(2007)-  40 09 30.66662(N)    111 41 50.51181(W) AD(2002.00) 0
 LO0785  ELLIP H (02/10/07) 1356.575  (m)                       GP(2002.00)    
 LO0785  ELLIP H (11/14/01) 1356.594  (m)                       GP(       ) 4 2
 LO0785  NAD 83(1994)-  40 09 30.66572(N)    111 41 50.51015(W) AD(       ) B
 LO0785  ELLIP H (04/21/95) 1356.664  (m)                       GP(       ) 4 1
 LO0785  NAD 83(1986)-  40 09 30.65548(N)    111 41 50.50785(W) AD(       ) 1
 LO0785  NAD 27      -  40 09 30.80000(N)    111 41 47.77100(W) AD(       ) 1
 LO0785  NGVD 29 (12/30/92) 1372.6    (m)  UNKNOWN  model used  GPS OBS        
 LO0785  NGVD 29 (07/19/86) 1372.3    (m)         4502.     (f) VERT ANG       
 LO0785
 LO0785.Superseded values are not recommended for survey control.
 LO0785
 LO0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0785.See file dsdata.pdf to determine how the superseded data were derived.
 LO0785
 LO0785_MARKER: DS = TRIANGULATION STATION DISK
 LO0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0785_STAMPING: SPRING 1947
 LO0785_MARK LOGO: CGS
 LO0785_MAGNETIC: N = NO MAGNETIC MATERIAL
 LO0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0785+STABILITY: SURFACE MOTION
 LO0785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0785+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2006
 LO0785
 LO0785  HISTORY     - Date     Condition        Report By
 LO0785  HISTORY     - 1947     MONUMENTED       CGS
 LO0785  HISTORY     - 1947     GOOD             CGS
 LO0785  HISTORY     - 1949     GOOD             CGS
 LO0785  HISTORY     - 1960     GOOD             CGS
 LO0785  HISTORY     - 1963     GOOD             CGS
 LO0785  HISTORY     - 1967     GOOD             LOCSUR
 LO0785  HISTORY     - 1977     GOOD             NGS
 LO0785  HISTORY     - 19920727 GOOD             NOS
 LO0785  HISTORY     - 19931005 GOOD             NGS
 LO0785  HISTORY     - 20061030 GOOD             INDIV
 LO0785  HISTORY     - 20120405 MARK NOT FOUND   INDIV
 LO0785
 LO0785                          STATION DESCRIPTION
 LO0785
 LO0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LO0785'THE STATION IS LOCATED ABOUT 4 MILES WEST OF SPRINGVILLE AND
 LO0785'ABOUT 4 MILES NORTHWEST OF SPANISH FORK ON LOW MARSHY PASTURE
 LO0785'LAND.  THE STATION MARK IS A BRONZE DISK PROJECTING 4 INCHES,
 LO0785'SET 64 FEET EAST OF A CORRAL, 28 FEET NORTH OF THE CENTERLINE
 LO0785'OF AN OILED ROAD, 9 FEET EAST OF A WHITE WITNESS POST AND 8
 LO0785'FEET NORTH OF A FENCE LINE.  IT IS STAMPED, SPRING 1947.
 LO0785'
 LO0785'REFERENCE MARK NO. 1 IS A BRONZE DISK, PROJECTING 4 INCHES,
 LO0785'SET 21 FEET NORTH OF THE CENTERLINE OF AN OILED ROAD AND 1
 LO0785'FOOT NORTH OF A FENCE LINE.  IT IS THE SAME ELEVATION AS THE
 LO0785'STATION MARK AND IS STAMPED, SPRING NO 1 1947.
 LO0785'
 LO0785'REFERENCE MARK NO. 2 IS A BRONZE DISK, PROJECTING 4 INCHES,
 LO0785'SET 22 FEET NORTH OF THE CENTERLINE OF AN OILED ROAD AND 2
 LO0785'FEET NORTH OF A FENCE LINE.  IT IS THE SAME ELEVATION AS THE
 LO0785'STATION MARK AND IS STAMPED, SPRING NO 2 1947.
 LO0785'
 LO0785'THE AZIMUTH MARK IS A BRONZE DISK, PROJECTING 3 INCHES, SET
 LO0785'21 FEET NORTH OF THE CENTER LINE OF AN OILED ROAD AND 1 FOOT
 LO0785'NORTH OF A FENCE LINE AT A GATE.  IT IS STAMPED,
 LO0785'
 LO0785'TO REACH THE STATION FROM SPRINGVILLE GO WEST ON 4 TH. STREET
 LO0785'SOUTH.  THEN ON OILED ROAD 4.4 MILES TO AZIMUTH MARK ON RIGHT
 LO0785'AS DESCRIBED ABOVE.  CONTINUE 0.25 MILE TO A CORRAL AND STATION
 LO0785'ON RIGHT.  A DRIVE STATION.
 LO0785
 LO0785                          STATION RECOVERY (1947)
 LO0785
 LO0785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LO0785'RECOVERED IN GOOD CONDITION.
 LO0785
 LO0785                          STATION RECOVERY (1949)
 LO0785
 LO0785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WIB)
 LO0785'RECOVERED AS DESCRIBED.
 LO0785
 LO0785                          STATION RECOVERY (1960)
 LO0785
 LO0785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 LO0785'STATION, REFERENCE MARKS AND AZIMUTH RECOVERED AS DESCRIBED
 LO0785'IN GOOD CONDITION.
 LO0785
 LO0785                          STATION RECOVERY (1963)
 LO0785
 LO0785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 LO0785'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 LO0785'WERE RECOVERED IN GOOD CONDITION.  DUE TO ROAD CHANGES A NEW
 LO0785'COMPLETE DESCRIPTION FOLLOWS.
 LO0785'
 LO0785'THE STATION IS ABOUT 5-1/2 MILES SOUTH-SOUTHWEST OF PROVO,
 LO0785'4-1/2 MILES WEST OF SPRINGVILLE AND 4 MILES NORTHWEST OF
 LO0785'SPANISH FORK, ON THE NORTH SIDE OF A PAVED ROAD.
 LO0785'
 LO0785'TO REACH THE STATION FROM THE JUNCTION OF MAIN AND CENTER
 LO0785'STREETS IN SPRINGVILLE, GO SOUTH ON MAIN STREET FOR 0.4 MILE
 LO0785'TO THE JUNCTION WITH 400 SOUTH STREET.  TURN RIGHT AND GO WEST
 LO0785'ON 400 SOUTH STREET FOR 0.35 MILE TO A RAILROAD TRACKS.  CROSS
 LO0785'TRACKS AND CONTINUE WEST ON PAVED ROAD FOR 1.2 MILES TO ANOTHER
 LO0785'RAILROAD TRACKS.  CROSS TRACKS AND CONTINUE WEST ON PAVED ROAD
 LO0785'FOR 2.05 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 LO0785'WEST FOR 0.3 MILE TO AN OLD CORRAL AND THE STATION ON THE
 LO0785'RIGHT.
 LO0785'
 LO0785'STATION MARK IS A STANDARD DISK, STAMPED SPRING 1947, SET IN
 LO0785'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 LO0785'IT IS 37 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD, 31
 LO0785'FEET NORTHEAST OF THE EAST GATE POST OF A WIRE GATE, 30 FEET
 LO0785'NORTHWEST OF A FENCE CORNER POST AND 10.6 FEET NORTH OF A
 LO0785'FENCE.
 LO0785'
 LO0785'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SPRING NO 1 1947,
 LO0785'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 LO0785'8 INCHES.  IT IS 27 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 LO0785'10 FEET WEST OF THE FENCE CORNER POST, 1 FOOT NORTH OF THE
 LO0785'FENCE, 1 FOOT SOUTH OF A WITNESS POST AND ABOUT THE SAME
 LO0785'ELEVATION AS THE STATION.
 LO0785'
 LO0785'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SPRING NO 2 1947,
 LO0785'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 LO0785'4 INCHES.  IT IS 28 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 LO0785'11 FEET NORTHEAST OF THE GATE POST, 2.5 FEET NORTH OF THE FENCE
 LO0785'AND ABOUT THE SAME ELEVATION AS THE STATION.
 LO0785'
 LO0785'AZIMUTH MARK IS A STANDARD DISK, STAMPED SPRING 1947, SET IN
 LO0785'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 LO0785'IT IS 25 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD, 25
 LO0785'FEET WEST OF THE WEST EDGE OF A DRAINAGE DITCH, 2 FEET WEST
 LO0785'OF THE WEST GATE POST OF A WIRE GATE, 1.3 FEET NORTHEAST OF
 LO0785'A WITNESS POST AND 1 FOOT NORTH OF A WIRE FENCE.
 LO0785
 LO0785                          STATION RECOVERY (1967)
 LO0785
 LO0785'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967 (RDR)
 LO0785'SPRING 1947 STATION, REFERENCE MARKS AND AZIMUTH RECOVERED AS
 LO0785'DESCRIBED IN GOOD CONDITION.
 LO0785
 LO0785                          STATION RECOVERY (1977)
 LO0785
 LO0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TGR)
 LO0785'SPRING, RM 1, RM 2 AND AZ MK RECOVERED AS DESCRIBED IN GOOD
 LO0785'CONDITION.
 LO0785'
 LO0785'RM 1 IS 1 FOOT NORTH OF A WITNESS POST.
 LO0785'
 LO0785'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO0785'ABOUT 5-1/2 MILES SOUTH-SOUTHWEST OF PROVO.
 LO0785
 LO0785                          STATION RECOVERY (1992)
 LO0785
 LO0785'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 LO0785'RECOVERED IN GOOD CONDITION.
 LO0785
 LO0785                          STATION RECOVERY (1993)
 LO0785
 LO0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 LO0785'STATION IS LOCATED ABOUT 8 KM (4.95 MI) WEST OF SPRINGVILLE, 7 KM
 LO0785'(4.35 MI) NORTHWEST OF SPANISH FORK, 1.5 KM (0.95 MI) SOUTH OF THE
 LO0785'SOUTH SIDE OF PROVO BAY, ALONG A PAVED ROAD, IN A FIELD, ADJACENT TO A
 LO0785'HAY STORAGE AREA, IN THE SOUTHWEST 1/4 OF SECTION 34, T 7 S, R 2 E.
 LO0785'OWNERSHIP--S.L. NIELSON, SPRINGVILLE, UT (PHONE 801-489-3717) AND
 LO0785'ALLEN NIELSON, OREM, UT (PHONE 801-224-6772). TO REACH FROM THE
 LO0785'OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 15 AND STATE HIGHWAY 77
 LO0785'(EXIT 263) AT SPRINGVILLE, GO WEST ON HIGHWAY 77 FOR 2.42 KM (1.50 MI)
 LO0785'TO A PAVED ROAD LEFT.  CONTINUE AHEAD FOR 1.56 KM (0.95 MI) TO A
 LO0785'SECTION FENCE, FIELD ENTRANCE AND AZIMUTH MARK ON THE RIGHT.  CONTINUE
 LO0785'AHEAD FOR 0.37 KM (0.20 MI) TO A PAVED ROAD LEFT (1750 WEST).
 LO0785'CONTINUE AHEAD FOR 0.07 KM (0.05 MI) TO THE FIELD ENTRANCE AND STATION
 LO0785'ON THE RIGHT. STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE
 LO0785'CONCRETE POST 1 CM BELOW GROUND.  POST IS CHIPPED BUT SOLID.  IT IS
 LO0785'10.5 M (34.4 FT) NORTH OF, AND SLIGHTLY LOWER THAN THE ROAD CENTER,
 LO0785'3.5 M (11.5 FT) NORTH OF THE FENCE, 9.6 M (31.5 FT) EAST-NORTHEAST OF
 LO0785'THE EAST GATEPOST TO A PIPE GATE, 8.6 M (28.2 FT) NORTHWEST OF A METAL
 LO0785'WITNESS POST, 0.7 M (2.3 FT) SOUTH OF A FIBERGLASS WITNESS POST, AND
 LO0785'68.3 M (224.1 FT) WEST OF THE EXTENDED CENTER OF 1750 WEST. DESCRIBED
 LO0785'BY G.R.HEID
 LO0785
 LO0785                          STATION RECOVERY (2006)
 LO0785
 LO0785'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (ALY)
 LO0785'RECOVERED IN GOOD CONDITION.
 LO0785
 LO0785                          STATION RECOVERY (2012)
 LO0785
 LO0785'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 LO0785'FOUND SPRING RM 2 ONLY. IN GOOD CONDITION
 LO0785'SPRING RM 1 CONCRETE IS DAMAGED BRASS CAP IS MISSING.
 LO0785'
 LO0785'SPRING MONUMENT IS GONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0413 ***********************************************************************
 JN0413  DESIGNATION -  SPRING
 JN0413  PID         -  JN0413
 JN0413  STATE/COUNTY-  UT/GRAND
 JN0413  COUNTRY     -  US
 JN0413  USGS QUAD   -  TENMILE POINT (2017)
 JN0413
 JN0413                         *CURRENT SURVEY CONTROL
 JN0413  ______________________________________________________________________
 JN0413* NAD 83(1994) POSITION- 38 38 25.99927(N) 110 00 27.96353(W)   ADJUSTED
 JN0413* NAVD 88 ORTHO HEIGHT -  1538.9   (meters)     5049.    (feet) VERTCON3
 JN0413  ______________________________________________________________________
 JN0413  GEOID HEIGHT    -        -20.731 (meters)                     GEOID18
 JN0413  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 JN0413  HORZ ORDER      -  THIRD
 JN0413
 JN0413.The horizontal coordinates were established by classical geodetic methods
 JN0413.and adjusted by the National Geodetic Survey in November 1997.
 JN0413
 JN0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0413
 JN0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0413.GEOID18 height accuracy estimate available here.
 JN0413
 JN0413.Click photographs - Photos may exist for this station.
 JN0413
 JN0413.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0413
 JN0413. The following values were computed from the NAD 83(1994) position.
 JN0413
 JN0413;                    North         East     Units Scale Factor Converg.
 JN0413;SPC UT C     - 2,035,193.171   629,926.984   MT  1.00011401   +0 57 21.2
 JN0413;SPC UT C     - 6,677,129.60  2,066,685.45   sFT  1.00011401   +0 57 21.2
 JN0413;UTM  12      - 4,277,356.782   586,353.115   MT  0.99969183   +0 37 10.6
 JN0413
 JN0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0413!SPC UT C     -   0.99976185  x   1.00011401  =   0.99987583
 JN0413!UTM  12      -   0.99976185  x   0.99969183  =   0.99945375
 JN0413
 JN0413:                Primary Azimuth Mark                     Grid Az
 JN0413:SPC UT C     -  WHITE                                    086 32 42.7
 JN0413:UTM  12      -  WHITE                                    086 52 53.3
 JN0413
 JN0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH8635377356(NAD 83)
 JN0413
 JN0413|---------------------------------------------------------------------|
 JN0413| PID    Reference Object                     Distance      Geod. Az  |
 JN0413|                                                           dddmmss.s |
 JN0413| JM0585 WHITE                               APPROX. 6.2 KM 0873003.9 |
 JN0413|---------------------------------------------------------------------|
 JN0413
 JN0413                          SUPERSEDED SURVEY CONTROL
 JN0413
 JN0413  NAD 83(1986)-  38 38 25.98751(N)    110 00 27.96081(W) AD(       ) 3
 JN0413  NAD 27      -  38 38 26.06460(N)    110 00 25.50254(W) AD(       ) 3
 JN0413  NGVD 29 (07/19/86) 1537.9    (m)         5046.     (f) VERT ANG       
 JN0413
 JN0413.Superseded values are not recommended for survey control.
 JN0413
 JN0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0413.See file dsdata.pdf to determine how the superseded data were derived.
 JN0413
 JN0413_MARKER: DD = SURVEY DISK
 JN0413_SETTING: 66 = SET IN ROCK OUTCROP
 JN0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0413
 JN0413  HISTORY     - Date     Condition        Report By
 JN0413  HISTORY     - 1951     MONUMENTED       USGS
 JN0413
 JN0413                          STATION DESCRIPTION
 JN0413
 JN0413'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JN0413'LOCATED ABOUT 31.0 MI. NNW. OF THE CONFLUENCE OF THE COLORADO RIVER
 JN0413'AND THE GREEN RIVER, 26 MI. WNW. OF MOAB, 1.0 MI. N. OF THE N. EDGE OF
 JN0413'THE BEND OF THE GREEN RIVER CALLED ---THE BOWKNOT BEND--- ON THE E.
 JN0413'END OF A SMALL FLAT-TOPPED MESA.
 JN0413'
 JN0413'STATION REACHED BY HELICOPTER.
 JN0413'
 JN0413'REFERENCE MARK NO.1-STANDARD TABLET STAMPED---SPRING 1951---CEMENTED
 JN0413'IN ROCK OUTCROP.
 JN0413'
 JN0413'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---SPRING
 JN0413'1951 NO.1--- CEMENTED IN ROCK LEDGE, 32.11 FT. FROM STATION MARK,
 JN0413'N 53 DEG 23 MIN E.
 JN0413'
 JN0413'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---SPRING
 JN0413'1951 NO.2--- CEMENTED IN ROCK LEDGE, 38.25 FT. FROM STATION MARK,
 JN0413'S 13 DEG 04 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0615 ***********************************************************************
 HO0615  DESIGNATION -  SPRINGS
 HO0615  PID         -  HO0615
 HO0615  STATE/COUNTY-  UT/IRON
 HO0615  COUNTRY     -  US
 HO0615  USGS QUAD   -  ANTELOPE PEAK (2017)
 HO0615
 HO0615                         *CURRENT SURVEY CONTROL
 HO0615  ______________________________________________________________________
 HO0615* NAD 83(1994) POSITION- 37 46 57.81671(N) 113 22 29.55462(W)   ADJUSTED
 HO0615* NAVD 88 ORTHO HEIGHT -  1821.4   (meters)     5976.    (feet) VERTCON3
 HO0615  ______________________________________________________________________
 HO0615  GEOID HEIGHT    -        -22.449 (meters)                     GEOID18
 HO0615  LAPLACE CORR    -          4.16  (seconds)                    DEFLEC18
 HO0615  HORZ ORDER      -  THIRD
 HO0615
 HO0615.The horizontal coordinates were established by classical geodetic methods
 HO0615.and adjusted by the National Geodetic Survey in November 1997.
 HO0615
 HO0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0615
 HO0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0615.GEOID18 height accuracy estimate available here.
 HO0615
 HO0615.Click photographs - Photos may exist for this station.
 HO0615
 HO0615.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0615
 HO0615. The following values were computed from the NAD 83(1994) position.
 HO0615
 HO0615;                    North         East     Units Scale Factor Converg.
 HO0615;SPC UT S     - 3,125,519.704   334,859.443   MT  0.99995130   -1 08 55.4
 HO0615;SPC UT S     -10,254,309.23  1,098,618.02   sFT  0.99995130   -1 08 55.4
 HO0615;UTM  12      - 4,184,364.909   290,863.461   MT  1.00013875   -1 27 19.9
 HO0615
 HO0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0615!SPC UT S     -   0.99971779  x   0.99995130  =   0.99966910
 HO0615!UTM  12      -   0.99971779  x   1.00013875  =   0.99985650
 HO0615
 HO0615:                Primary Azimuth Mark                     Grid Az
 HO0615:SPC UT S     -  LOS ANGELES SALT LK AWY BN 41            332 45 14.9
 HO0615:UTM  12      -  LOS ANGELES SALT LK AWY BN 41            333 03 39.4
 HO0615
 HO0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG9086384364(NAD 83)
 HO0615
 HO0615|---------------------------------------------------------------------|
 HO0615| PID    Reference Object                     Distance      Geod. Az  |
 HO0615|                                                           dddmmss.s |
 HO0615| HO0616 LOS ANGELES SALT LK AWY BN 41       APPROX.12.0 KM 3313619.5 |
 HO0615|---------------------------------------------------------------------|
 HO0615
 HO0615                          SUPERSEDED SURVEY CONTROL
 HO0615
 HO0615  NAD 83(1986)-  37 46 57.81324(N)    113 22 29.54713(W) AD(       ) 3
 HO0615  NAD 27      -  37 46 57.91541(N)    113 22 26.68681(W) AD(       ) 3
 HO0615  NGVD 29 (07/19/86) 1820.3    (m)         5972.     (f) VERT ANG       
 HO0615
 HO0615.Superseded values are not recommended for survey control.
 HO0615
 HO0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0615.See file dsdata.pdf to determine how the superseded data were derived.
 HO0615
 HO0615_MARKER: DB = BENCH MARK DISK
 HO0615_SETTING: 66 = SET IN ROCK OUTCROP
 HO0615_STAMPING: SPRINGS
 HO0615_MARK LOGO: USGS
 HO0615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0615+STABILITY: POSITION/ELEVATION WELL
 HO0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0615+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2021
 HO0615
 HO0615  HISTORY     - Date     Condition        Report By
 HO0615  HISTORY     - 1948     MONUMENTED       USGS
 HO0615  HISTORY     - 20210330 GOOD             INDIV
 HO0615
 HO0615                          STATION DESCRIPTION
 HO0615
 HO0615'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 HO0615'LOCATED ABOUT 18.5 MI. WNW. OF CEDAR CITY, 15.7 MI. SSE. OF LUND, IN
 HO0615'T 35 S, R 14 W, SEC. 1, ON THE EASTERNMOST AND HIGHEST OF THREE PEAKS.
 HO0615'
 HO0615'TO REACH FROM HOTEL ESCALANTE IN CEDAR CITY, DRIVE 5.5 MI. W. ON STATE
 HO0615'HIGHWAY 56, TURN RIGHT (W.) 2.9 MI. TO IRON SPRINGS ROAD, TURN RIGHT
 HO0615'(NW.) 3.7 MI. TO RAILROAD CROSSING, TURN LEFT AFTER CROSSING TRACKS
 HO0615'AND CONTINUE 7.7 MI. (W.), LEAVE RD. (SW.) AND GO 0.5 MI. UP DRAW (IN
 HO0615'JEEP) AND END TRUCK TRAVEL.  PACK S. 0.3 MI. UP ROCKY DRAW TO HIGHEST
 HO0615'POINT AND STATION.
 HO0615'
 HO0615'STATION MARK--EXISTING USGS TABLET, CEMENTED IN ROCK, STAMPED
 HO0615'---SPRINGS--- BY 1948 PARTY.
 HO0615'
 HO0615'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0615'1---, CEMENTED IN ROCK.
 HO0615'
 HO0615'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0615'2---, CEMENTED IN ROCK.
 HO0615
 HO0615                          STATION RECOVERY (2021)
 HO0615
 HO0615'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 HO0615'THE TO REACH DIRECTIONS WORK, HOWEVER THE ESCALANTE HOTEL WAS
 HO0615'DEMOLISHED IN 1971.  USE THE INTERSECTION OF 200 NORTH AND MAIN
 HO0615'STREET.  ALSO THE WASH IS NOW CLOSED TO VEHICLE TRAFFIC SO ONE MUST
 HO0615'PARK ALONG THE ROAD AND HIKE THE WASH.  REFERENCE MARK NO 1 IS 23 FT
 HO0615'(7.0 M) NORTH OF THE STATION AND REFERENCE MARK NO 2 IS 12.3 FT (3.7
 HO0615'M) SOUTH OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0744 ***********************************************************************
 LO0744  DESIGNATION -  SPRINGS
 LO0744  PID         -  LO0744
 LO0744  STATE/COUNTY-  UT/WASATCH
 LO0744  COUNTRY     -  US
 LO0744  USGS QUAD   -  STRAWBERRY RESERVOIR NE (2017)
 LO0744
 LO0744                         *CURRENT SURVEY CONTROL
 LO0744  ______________________________________________________________________
 LO0744* NAD 83(1994) POSITION- 40 08 00.65959(N) 111 01 44.62018(W)   ADJUSTED
 LO0744* NAVD 88 ORTHO HEIGHT -  2386.2   (meters)     7829.    (feet) VERTCON3
 LO0744  ______________________________________________________________________
 LO0744  GEOID HEIGHT    -        -15.777 (meters)                     GEOID18
 LO0744  LAPLACE CORR    -          1.25  (seconds)                    DEFLEC18
 LO0744  HORZ ORDER      -  FIRST
 LO0744
 LO0744.The horizontal coordinates were established by classical geodetic methods
 LO0744.and adjusted by the National Geodetic Survey in November 1997.
 LO0744
 LO0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0744
 LO0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0744.GEOID18 height accuracy estimate available here.
 LO0744
 LO0744.Click photographs - Photos may exist for this station.
 LO0744
 LO0744.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0744
 LO0744. The following values were computed from the NAD 83(1994) position.
 LO0744
 LO0744;                    North         East     Units Scale Factor Converg.
 LO0744;SPC UT C     - 2,199,960.754   540,133.146   MT  0.99991236   +0 18 06.0
 LO0744;SPC UT C     - 7,217,704.57  1,772,086.83   sFT  0.99991236   +0 18 06.0
 LO0744;UTM  12      - 4,442,576.826   497,524.186   MT  0.99960008   -0 01 07.4
 LO0744
 LO0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0744!SPC UT C     -   0.99962827  x   0.99991236  =   0.99954067
 LO0744!UTM  12      -   0.99962827  x   0.99960008  =   0.99922850
 LO0744
 LO0744:                Primary Azimuth Mark                     Grid Az
 LO0744:SPC UT C     -  SPRINGS AZ MK                            016 33 39.7
 LO0744:UTM  12      -  SPRINGS AZ MK                            016 52 53.1
 LO0744
 LO0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK9752442576(NAD 83)
 LO0744
 LO0744|---------------------------------------------------------------------|
 LO0744| PID    Reference Object                     Distance      Geod. Az  |
 LO0744|                                                           dddmmss.s |
 LO0744| CM6511 SPRINGS AZ MK                                      0165145.7 |
 LO0744| CM6512 SPRINGS RM 1                         10.712 METERS 02543     |
 LO0744| CM6513 SPRINGS RM 2                          4.918 METERS 11708     |
 LO0744|---------------------------------------------------------------------|
 LO0744
 LO0744                          SUPERSEDED SURVEY CONTROL
 LO0744
 LO0744  NAD 83(1993)-  40 08 00.65936(N)    111 01 44.61825(W) AD(       ) 1
 LO0744  NAD 83(1986)-  40 08 00.64732(N)    111 01 44.61293(W) AD(       ) 1
 LO0744  NAD 27      -  40 08 00.80500(N)    111 01 42.01200(W) AD(       ) 1
 LO0744  NGVD 29 (07/19/86) 2384.8    (m)         7824.     (f) VERT ANG       
 LO0744
 LO0744.Superseded values are not recommended for survey control.
 LO0744
 LO0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0744.See file dsdata.pdf to determine how the superseded data were derived.
 LO0744
 LO0744_MARKER: DS = TRIANGULATION STATION DISK
 LO0744_SETTING: 66 = SET IN ROCK OUTCROP
 LO0744_STAMPING: SPRINGS 1946
 LO0744_MARK LOGO: CGS
 LO0744_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0744+STABILITY: POSITION/ELEVATION WELL
 LO0744
 LO0744  HISTORY     - Date     Condition        Report By
 LO0744  HISTORY     - 1946     MONUMENTED       CGS
 LO0744
 LO0744                          STATION DESCRIPTION
 LO0744
 LO0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO0744'THE STATION IS LOCATED ABOUT 4 MILES EAST OF THE STRAWBERRY
 LO0744'RESERVOIR, 0.6 MILE SOUTH OF STINKING SPRINGS AND IS ON THE
 LO0744'EAST EDGE OF A RIDGE.  THE HIGHEST POINT OF THE RIDGE IS TO
 LO0744'THE SOUTH.  THE STATION WAS ESTABLISHED AT THIS POINT AS IT
 LO0744'IS NEAR THE PROPOSED DAM SITE.  THE STATION MARK IS SET FLUSH
 LO0744'AND STAMPED--SPRINGS 1946.
 LO0744'
 LO0744'REFERENCE MARK NO. 1 IS SET FLUSH 12 FEET LOWER THAN THE STATION
 LO0744'AND STAMPED--SPRINGS NO 1 1946.
 LO0744'
 LO0744'REFERENCE MARK NO. 2 IS SET FLUSH 2 FEET LOWER THAN THE STATION
 LO0744'MARK AND STAMPED--SPRINGS NO 2 1946.
 LO0744'
 LO0744'THE AZIMUTH MARK IS SET IN THE TOP OF A MASSIVE BOULDER 120
 LO0744'FEET EAST OF A CREEK AND 12 FEET WEST OF A DIRT ROAD.  IT IS
 LO0744'STAMPED--SPRINGS 1946.
 LO0744'
 LO0744'TO REACH THE STATION FROM STRAWBERRY JUNCTION, GO EAST AND
 LO0744'SOUTH ON U.S. HIGHWAY 40 10.2 MILES TO A ROAD RIGHT, 0.4 MILE
 LO0744'AFTER PASSING SOLDIERS SPRINGS.  TURN RIGHT, GO 0.6 TO A FORK.
 LO0744'CONTINUE STRAIGHT AHEAD ON MAIN ROAD 3.1 MILES TO A LOG BUILDING
 LO0744'ON LEFT.  CONTINUE 0.1 MILE TO A GATE.  PASS THROUGH GATE,
 LO0744'GO 0.4 MILE DOWN CANYON TO AZIMUTH MARK ON RIGHT.  CONTINUE
 LO0744'0.15 MILE TO END OF TRUCK TRAVEL.  CROSS CREEK, WALK WEST TO
 LO0744'CREST OF RIDGE THEN LEFT SOUTH ALONG TOP OF RIDGE TO STATION.
 LO0744'A 30 MINUTE PACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0694 ***********************************************************************
 MS0694  DESIGNATION -  SPRINGS
 MS0694  PID         -  MS0694
 MS0694  STATE/COUNTY-  UT/BOX ELDER
 MS0694  COUNTRY     -  US
 MS0694  USGS QUAD   -  PUBLIC SHOOTING GROUNDS (2017)
 MS0694
 MS0694                         *CURRENT SURVEY CONTROL
 MS0694  ______________________________________________________________________
 MS0694* NAD 83(1994) POSITION- 41 35 48.38408(N) 112 15 00.55058(W)   ADJUSTED
 MS0694* NAVD 88 ORTHO HEIGHT -  1709.7   (meters)     5609.    (feet) VERTCON3
 MS0694  ______________________________________________________________________
 MS0694  GEOID HEIGHT    -        -16.007 (meters)                     GEOID18
 MS0694  LAPLACE CORR    -          6.32  (seconds)                    DEFLEC18
 MS0694  HORZ ORDER      -  SECOND
 MS0694
 MS0694.The horizontal coordinates were established by classical geodetic methods
 MS0694.and adjusted by the National Geodetic Survey in November 1997.
 MS0694
 MS0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0694
 MS0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0694.GEOID18 height accuracy estimate available here.
 MS0694
 MS0694.Click photographs - Photos may exist for this station.
 MS0694
 MS0694.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0694
 MS0694. The following values were computed from the NAD 83(1994) position.
 MS0694
 MS0694;                    North         East     Units Scale Factor Converg.
 MS0694;SPC UT N     - 1,140,577.549   437,460.775   MT  0.99997504   -0 29 40.6
 MS0694;SPC UT N     - 3,742,044.84  1,435,235.89   sFT  0.99997504   -0 29 40.6
 MS0694;UTM  12      - 4,605,762.671   395,813.257   MT  0.99973358   -0 49 48.1
 MS0694
 MS0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0694!SPC UT N     -   0.99973442  x   0.99997504  =   0.99970947
 MS0694!UTM  12      -   0.99973442  x   0.99973358  =   0.99946807
 MS0694
 MS0694:                Primary Azimuth Mark                     Grid Az
 MS0694:SPC UT N     -  SPRINGS AZ MK                            356 32 16.0
 MS0694:UTM  12      -  SPRINGS AZ MK                            356 52 23.5
 MS0694
 MS0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9581305762(NAD 83)
 MS0694
 MS0694|---------------------------------------------------------------------|
 MS0694| PID    Reference Object                     Distance      Geod. Az  |
 MS0694|                                                           dddmmss.s |
 MS0694| CM6515 SPRINGS RM 1                         13.572 METERS 00845     |
 MS0694| MS0693 BRIGHAM CITY MUN APT BEACON         APPROX.16.6 KM 1110827.6 |
 MS0694| MS0691 BRIGHAM CITY BOX TABERNA SPIRE      APPROX.22.1 KM 1171618.7 |
 MS0694| CM6516 SPRINGS RM 2                          6.848 METERS 18638     |
 MS0694| CM6514 SPRINGS AZ MK                                      3560235.4 |
 MS0694|---------------------------------------------------------------------|
 MS0694
 MS0694                          SUPERSEDED SURVEY CONTROL
 MS0694
 MS0694  NAD 83(1993)-  41 35 48.38388(N)    112 15 00.54583(W) AD(       ) 2
 MS0694  NAD 83(1986)-  41 35 48.37627(N)    112 15 00.53901(W) AD(       ) 2
 MS0694  NAD 27      -  41 35 48.62900(N)    112 14 57.71600(W) AD(       ) 2
 MS0694  NGVD 29 (07/19/86) 1708.7    (m)         5606.     (f) VERT ANG       
 MS0694
 MS0694.Superseded values are not recommended for survey control.
 MS0694
 MS0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0694.See file dsdata.pdf to determine how the superseded data were derived.
 MS0694
 MS0694_MARKER: DD = SURVEY DISK
 MS0694_SETTING: 66 = SET IN ROCK OUTCROP
 MS0694
 MS0694  HISTORY     - Date     Condition        Report By
 MS0694  HISTORY     - 1963     MONUMENTED       USGS
 MS0694  HISTORY     - 1968     GOOD             USGS
 MS0694
 MS0694                          STATION DESCRIPTION
 MS0694
 MS0694'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (JCC)
 MS0694'THE STATION IS ABOUT 13 MILES WEST-NORTHWEST OF BRIGHAM CITY,
 MS0694'1 MILE NORTH OF STATE HIGHWAY 83, ON THE HIGHEST POINT OF A BARE
 MS0694'HILL, KNOWN AS LITTLE MOUNTAIN.
 MS0694'
 MS0694'TO REACH THE STATION FROM THE POST OFFICE IN BRIGHAM CITY,
 MS0694'GO NORTH ON U.S. HIGHWAY 30 S FOR 4.0 MILES TO INTERSTATE
 MS0694'HIGHWAY 15.  CONTINUE NORTHWEST ON HIGHWAY 30 S FOR 2.6 MILES TO
 MS0694'STATE HIGHWAY 83 AT THE SMALL VILLAGE OF CORINNE.  CONTINUE
 MS0694'STRAIGHT AHEAD ON HIGHWAY 83, WESTERLY, FOR 8.2 MILES TO A
 MS0694'SIDE ROAD ON THE RIGHT AT THE SOUTHWEST SIDE OF A HILL.
 MS0694'TURN RIGHT AND GO NORTHERLY ON A GRAVELED ROAD FOR 3.2 MILES
 MS0694'TO A FORK.  TAKE THE RIGHT FORK AND GO NORTH AND EAST AROUND
 MS0694'THE NORTH SIDE OF A HILL FOR 0.85 MILE TO SEVERAL FARM
 MS0694'BUILDINGS ON THE LEFT.  CONTINUE SOUTHEASTERLY ON THE MAIN ROAD
 MS0694'FOR 0.35 MILE TO A CORRAL AND A GATE ON THE RIGHT.  TURN
 MS0694'RIGHT, PASS THROUGH THE GATE AND GO SOUTHERLY, UP GRADE,
 MS0694'ALONG THE WEST SIDE OF A FENCE FOR 0.2 MILE TO A FENCE
 MS0694'CORNER AND A GATE.  PASS THROUGH THE GATE AND GO SOUTH AND
 MS0694'SOUTHWEST, UP GRADE, FOR 0.6 MILE TO A DIM FORK, ABOUT
 MS0694'0.1 MILE BEFORE REACHING A POWERLINE.  TURN SHARP LEFT AND
 MS0694'GO NORTHERLY FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 MS0694'RIGHT.  CONTINUE NORTHERLY FOR 0.3 MILE TO A POWER LINE.
 MS0694'CONTINUE STRAIGHT AHEAD FOR 1.0 MILE TO A GATE.  PASS THROUGH
 MS0694'THE GATE AND CONTINUE FOR 0.75 MILE TO A REVERSE FORK.
 MS0694'TAKE THE RIGHT FORK AND CONTINUE FOR 0.4 MILE TO A FORK.
 MS0694'TAKE THE RIGHT FORK AND GO WESTERLY ALONG THE NORTH SIDE
 MS0694'OF A FIELD FOR 0.25 MILE TO A DIM TRACK ROAD ON THE LEFT.
 MS0694'TURN LEFT AND GO SOUTHWEST FOR 0.4 MILE TO THE WEST EDGE OF
 MS0694'A FIELD.  CONTINUE WESTERLY UP GRADE FOR 0.6 MILE TO AN
 MS0694'OPEN GRASSY AREA.  TURN RIGHT AND GO NORTHWEST AND WEST FOR
 MS0694'0.25 MILE TO THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 MS0694'NORTH AND WEST FOR ABOUT 30 MINUTES TO THE HIGHEST POINT AND
 MS0694'THE STATION.
 MS0694'
 MS0694'THE STATION MARK IS A BRONZE DISK OF THE UNITED STATES GEOLOGICAL
 MS0694'SURVEY, STAMPED SPRINGS 1954, CEMENTED IN A DRILL HOLE IN AN
 MS0694'8 BY 12 INCH ROCK OUTCROP PROJECTING 2 INCHES.  IT IS 4 FEET
 MS0694'SOUTHEAST OF A WITNESS POST.
 MS0694'
 MS0694'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SPRINGS USGS NO
 MS0694'1 1963, CEMENTED IN A DRILL HOLE IN A 1 BY 1 FOOT ROCK OUTCROP
 MS0694'PROJECTING 4 INCHES.  IT IS ABOUT 4 FEET LOWER THAN THE
 MS0694'STATION.
 MS0694'
 MS0694'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SPRINGS NO 2
 MS0694'USGS 1963, CEMENTED IN A DRILL HOLE IN A 6 BY 12 INCH ROCK
 MS0694'OUTCROP PROJECTING 3 INCHES.  IT IS AT ABOUT THE SAME ELEVATION
 MS0694'AS THE STATION.
 MS0694'
 MS0694'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SPRINGS USGS
 MS0694'1963, CEMENTED IN A DRILL HOLE IN A 4 BY 6 FOOT ROCK OUTCROP
 MS0694'THAT PROJECTS 2 INCHES.  IT IS ON THE SUMMIT OF A PROMINENT
 MS0694'ROCKY BLUFF, ABOUT 100 YARDS EAST AND 100 FEET HIGHER THAN
 MS0694'THE CENTERLINE OF THE ROAD, 150 YARDS NORTHWEST OF A POWER LINE,
 MS0694'8 FEET EAST OF THE WEST EDGE OF THE BLUFF AND 14.3 FEET SOUTH
 MS0694'OF A WITNESS POST.
 MS0694
 MS0694                          STATION RECOVERY (1968)
 MS0694
 MS0694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JJW)
 MS0694'NEW TO REACH AS FOLLOWS--
 MS0694'
 MS0694'TO REACH FROM THE POST OFFICE IN CORINNE, GO W. ON HIGHWAY
 MS0694'83 FOR 7.2 MI. TO SECOND LOCK GATE ON RIGHT PAST STINKING
 MS0694'SPRINGS.  TURN RIGHT NE. THROUGH GATE AND GO 0.3 MI. TO RD.
 MS0694'FORK.  TURN LEFT AND CONTINUE ON RD. UP SIDEHILL TO TOP OF
 MS0694'RIDGE AND END OF TRUCK TRAVEL.  PACK W. ABOUT A 100 FT. UP
 MS0694'SMALL TOP TO STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0487 ***********************************************************************
 LO0487  DESIGNATION -  SPRINGVILLE
 LO0487  PID         -  LO0487
 LO0487  STATE/COUNTY-  UT/UTAH
 LO0487  COUNTRY     -  US
 LO0487  USGS QUAD   -  SPRINGVILLE (2017)
 LO0487
 LO0487                         *CURRENT SURVEY CONTROL
 LO0487  ______________________________________________________________________
 LO0487* NAD 83(1986) POSITION- 40 09 58.     (N) 111 36 44.     (W)   SCALED
 LO0487* NAVD 88 ORTHO HEIGHT -  1394.298 (meters)     4574.46  (feet) ADJUSTED
 LO0487  ______________________________________________________________________
 LO0487  GEOID HEIGHT    -        -17.062 (meters)                     GEOID18
 LO0487  DYNAMIC HEIGHT  -       1393.067 (meters)     4570.42  (feet) COMP
 LO0487  MODELED GRAVITY -    979,694.9   (mgal)                       NAVD 88
 LO0487
 LO0487  VERT ORDER      -  SECOND    CLASS 0
 LO0487
 LO0487.The horizontal coordinates were scaled from a map and have
 LO0487.an estimated accuracy of +/- 6 seconds.
 LO0487
 LO0487.The orthometric height was determined by differential leveling and
 LO0487.adjusted by the NATIONAL GEODETIC SURVEY
 LO0487.in June 1991.
 LO0487
 LO0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0487.GEOID18 height accuracy estimate available here.
 LO0487
 LO0487.Click photographs - Photos may exist for this station.
 LO0487
 LO0487.The dynamic height is computed by dividing the NAVD 88
 LO0487.geopotential number by the normal gravity value computed on the
 LO0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0487.degrees latitude (g = 980.6199 gals.).
 LO0487
 LO0487.The modeled gravity was interpolated from observed gravity values.
 LO0487
 LO0487;                    North         East    Units  Estimated Accuracy
 LO0487;SPC UT C     - 2,203,480.      490,440.      MT  (+/- 180 meters Scaled)
 LO0487
 LO0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK478463(NAD 83)
 LO0487
 LO0487                          SUPERSEDED SURVEY CONTROL
 LO0487
 LO0487  NGVD 29 (??/??/92) 1393.283  (m)         4571.13   (f) ADJ UNCH    2 0
 LO0487
 LO0487.Superseded values are not recommended for survey control.
 LO0487
 LO0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0487.See file dsdata.pdf to determine how the superseded data were derived.
 LO0487
 LO0487_MARKER: DB = BENCH MARK DISK
 LO0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0487_STAMPING: SPRINGVILLE 1934
 LO0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0487+STABILITY: SURFACE MOTION
 LO0487
 LO0487  HISTORY     - Date     Condition        Report By
 LO0487  HISTORY     - 1934     MONUMENTED       CGS
 LO0487  HISTORY     - 19900601 GOOD             USGS
 LO0487
 LO0487                          STATION DESCRIPTION
 LO0487
 LO0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0487'IN SPRINGVILLE.
 LO0487'AT SPRINGVILLE, UTAH COUNTY, AT THE INTERSECTION OF THE CENTER STREET
 LO0487'AND FIRST STREET WEST, ABOUT 150 FEET NORTHWEST OF THE NORTHWEST
 LO0487'CORNER OF THE CITY HALL, AND 10 FEET EAST OF AN IRON FENCE.  A
 LO0487'STANDARD DISK, STAMPED SPRINGVILLE 1934 AND SET IN THE TOP OF A
 LO0487'CONCRETE POST.
 LO0487
 LO0487                          STATION RECOVERY (1990)
 LO0487
 LO0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SDC)
 LO0487'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0494 ***********************************************************************
 JO0494  DESIGNATION -  SPRY
 JO0494  PID         -  JO0494
 JO0494  STATE/COUNTY-  UT/GARFIELD
 JO0494  COUNTRY     -  US
 JO0494  USGS QUAD   -  BULL RUSH PEAK (2017)
 JO0494
 JO0494                         *CURRENT SURVEY CONTROL
 JO0494  ______________________________________________________________________
 JO0494* NAD 83(1994) POSITION- 38 01 14.05115(N) 112 21 58.34637(W)   ADJUSTED
 JO0494* NAVD 88 ORTHO HEIGHT -  1956.9   (meters)     6420.    (feet) VERTCON3
 JO0494  ______________________________________________________________________
 JO0494  GEOID HEIGHT    -        -19.752 (meters)                     GEOID18
 JO0494  LAPLACE CORR    -          3.14  (seconds)                    DEFLEC18
 JO0494  HORZ ORDER      -  THIRD
 JO0494
 JO0494.The horizontal coordinates were established by classical geodetic methods
 JO0494.and adjusted by the National Geodetic Survey in November 1997.
 JO0494
 JO0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0494
 JO0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0494.GEOID18 height accuracy estimate available here.
 JO0494
 JO0494.Click photographs - Photos may exist for this station.
 JO0494
 JO0494.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0494
 JO0494. The following values were computed from the NAD 83(1994) position.
 JO0494
 JO0494;                    North         East     Units Scale Factor Converg.
 JO0494;SPC UT S     - 3,150,614.525   423,944.281   MT  0.99995979   -0 31 50.6
 JO0494;SPC UT S     -10,336,641.15  1,390,890.53   sFT  0.99995979   -0 31 50.6
 JO0494;UTM  12      - 4,208,978.003   380,081.389   MT  0.99977711   -0 50 29.8
 JO0494
 JO0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0494!SPC UT S     -   0.99969612  x   0.99995979  =   0.99965592
 JO0494!UTM  12      -   0.99969612  x   0.99977711  =   0.99947330
 JO0494
 JO0494:                Primary Azimuth Mark                     Grid Az
 JO0494:SPC UT S     -  CIRCLEVILLE                              351 23 46.0
 JO0494:UTM  12      -  CIRCLEVILLE                              351 42 25.2
 JO0494
 JO0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH8008108978(NAD 83)
 JO0494
 JO0494|---------------------------------------------------------------------|
 JO0494| PID    Reference Object                     Distance      Geod. Az  |
 JO0494|                                                           dddmmss.s |
 JO0494| CM6517 SPRY RM 1                            10.702 METERS 08008     |
 JO0494| CM6518 SPRY RM 2                            12.096 METERS 25016     |
 JO0494| JO0499 CIRCLEVILLE                         APPROX.19.8 KM 3505155.4 |
 JO0494|---------------------------------------------------------------------|
 JO0494
 JO0494                          SUPERSEDED SURVEY CONTROL
 JO0494
 JO0494  NAD 83(1986)-  38 01 14.04812(N)    112 21 58.34570(W) AD(       ) 3
 JO0494  NAD 27      -  38 01 14.12532(N)    112 21 55.60852(W) AD(       ) 3
 JO0494  NGVD 29 (07/19/86) 1955.7    (m)         6416.     (f) VERT ANG       
 JO0494
 JO0494.Superseded values are not recommended for survey control.
 JO0494
 JO0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0494.See file dsdata.pdf to determine how the superseded data were derived.
 JO0494
 JO0494_MARKER: DD = SURVEY DISK
 JO0494_SETTING: 80 = SET IN A BOULDER
 JO0494_STAMPING: SPRY 1971
 JO0494_MARK LOGO: USGS
 JO0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0494+STABILITY: SURFACE MOTION
 JO0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0494+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2012
 JO0494
 JO0494  HISTORY     - Date     Condition        Report By
 JO0494  HISTORY     - 1971     MONUMENTED       USGS
 JO0494  HISTORY     - 20120613 GOOD             GEOCAC
 JO0494
 JO0494                          STATION DESCRIPTION
 JO0494
 JO0494'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0494'RM 1 TO RM 2 NOT MEASURED.
 JO0494'
 JO0494'LOCATED 16.7 MI N. OF PANGUITCH, UTAH.  ABOUT 11.0 MI S. OF
 JO0494'CIRCLEVILLE.  ABOUT 400 FT W. OF HIGHWAY 89.  ON HIGHEST POINT OF
 JO0494'SMALL ROCKY TOP.
 JO0494'
 JO0494'TO REACH FROM STOP LIGHT IN PANGUITCH, UTAH.  DRIVE 16.2 MI
 JO0494'N. ALONG HIGHWAY 89.  TURN W. 100 FT THEN TURN N. DOWN POLE LINE
 JO0494'RD. 0.3 MI TO DIM TRACK RD.  TAKE RIGHT FORK (N.) 0.1 MI TO TOP AND
 JO0494'STATION.
 JO0494'
 JO0494'STATION MARK--A STANDARD TABLET STAMPED SPRY 1971 CEMENTED IN A
 JO0494'LARGE ROCK.
 JO0494'
 JO0494'REFERENCE MARK NO. 1--A STANDARD TABLET STAMPED SPRY 1971 NO 1
 JO0494'SET ON COPPER-COATED ROD.
 JO0494'
 JO0494'REFERENCE MARK NO. 2--A STANDARD TABLET STAMPED SPRY 1971 NO 2
 JO0494'SET ON COPPER-COATED ROD.
 JO0494
 JO0494                          STATION RECOVERY (2012)
 JO0494
 JO0494'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 JO0494'RECOVERED AS DESCRIBED.  THE STATION MARK, RM1 AND RM2 ALL IN GOOD
 JO0494'CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0432 ***********************************************************************
 JN0432  DESIGNATION -  SPUR
 JN0432  PID         -  JN0432
 JN0432  STATE/COUNTY-  UT/WAYNE
 JN0432  COUNTRY     -  US
 JN0432  USGS QUAD   -  HEAD SPUR (2017)
 JN0432
 JN0432                         *CURRENT SURVEY CONTROL
 JN0432  ______________________________________________________________________
 JN0432* NAD 83(1994) POSITION- 38 21 28.54896(N) 110 08 08.76109(W)   ADJUSTED
 JN0432* NAVD 88 ORTHO HEIGHT -  1898.9   (meters)     6230.    (feet) VERTCON3
 JN0432  ______________________________________________________________________
 JN0432  GEOID HEIGHT    -        -20.082 (meters)                     GEOID18
 JN0432  LAPLACE CORR    -         -7.87  (seconds)                    DEFLEC18
 JN0432  HORZ ORDER      -  THIRD
 JN0432
 JN0432.The horizontal coordinates were established by classical geodetic methods
 JN0432.and adjusted by the National Geodetic Survey in November 1997.
 JN0432
 JN0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0432
 JN0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0432.GEOID18 height accuracy estimate available here.
 JN0432
 JN0432.Click photographs - Photos may exist for this station.
 JN0432
 JN0432.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0432
 JN0432. The following values were computed from the NAD 83(1994) position.
 JN0432
 JN0432;                    North         East     Units Scale Factor Converg.
 JN0432;SPC UT S     - 3,188,578.217   619,235.145   MT  1.00000138   +0 50 09.1
 JN0432;SPC UT S     -10,461,193.70  2,031,607.30   sFT  1.00000138   +0 50 09.1
 JN0432;UTM  12      - 4,245,882.751   575,507.738   MT  0.99967021   +0 32 10.8
 JN0432
 JN0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0432!SPC UT S     -   0.99970529  x   1.00000138  =   0.99970667
 JN0432!UTM  12      -   0.99970529  x   0.99967021  =   0.99937560
 JN0432
 JN0432:                Primary Azimuth Mark                     Grid Az
 JN0432:SPC UT S     -  CLYDE                                    025 56 08.6
 JN0432:UTM  12      -  CLYDE                                    026 14 06.9
 JN0432
 JN0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH7550745882(NAD 83)
 JN0432
 JN0432|---------------------------------------------------------------------|
 JN0432| PID    Reference Object                     Distance      Geod. Az  |
 JN0432|                                                           dddmmss.s |
 JN0432| JN0429 CLYDE                               APPROX. 4.1 KM 0264617.7 |
 JN0432|---------------------------------------------------------------------|
 JN0432
 JN0432                          SUPERSEDED SURVEY CONTROL
 JN0432
 JN0432  NAD 83(1986)-  38 21 28.53957(N)    110 08 08.75955(W) AD(       ) 3
 JN0432  NAD 27      -  38 21 28.59906(N)    110 08 06.29001(W) AD(       ) 3
 JN0432  NGVD 29 (07/19/86) 1897.8    (m)         6226.     (f) VERT ANG       
 JN0432
 JN0432.Superseded values are not recommended for survey control.
 JN0432
 JN0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0432.See file dsdata.pdf to determine how the superseded data were derived.
 JN0432
 JN0432_MARKER: DD = SURVEY DISK
 JN0432_SETTING: 80 = SET IN A BOULDER
 JN0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0432+STABILITY: SURFACE MOTION
 JN0432
 JN0432  HISTORY     - Date     Condition        Report By
 JN0432  HISTORY     - 1953     MONUMENTED       USGS
 JN0432
 JN0432                          STATION DESCRIPTION
 JN0432
 JN0432'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JN0432'LOCATED ABOUT 42 MI. S. OF TOWN OF GREEN RIVER, 16 MI. NW. OF JUNCTION
 JN0432'OF GREEN AND COLORADO RIVERS AND 5.5 MI. WSW. OF JUNCTION OF MILLARD
 JN0432'CANYON AND GREEN RIVER ---QUEEN ANNES BOTTOM, ON SMALL KNOLL ON W. RIM
 JN0432'OF MILLARD CANYON, 6 MI. N. OF HEAD OF SPUR CANYON AND MILLARD CANYON.
 JN0432'
 JN0432'STATION REACHED BY HELICOPTER.  A RD. WHICH TURNS OFF OF MAIN TRAVELED
 JN0432'RD. LANDS END RD. AT HANS FLAT, PASSES ABOUT 200 YARDS TO W. OF
 JN0432'STATION.  STATION IS ABOUT 6 MI. FROM RD. FORKS.AT HANS FLAT
 JN0432'
 JN0432'STATION MARK - STANDARD TABLET STAMPED ---SPUR 1953--- SET IN BOULDER
 JN0432'8 IN. BELOW GROUND.
 JN0432'
 JN0432'REFERENCE MARKS NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 JN0432'---1 1953--- WELDED TO IRON PIPE DRIVEN IN GROUND AND PROJECTING 1.6
 JN0432'FT. 20.17 FT. FROM STATION MARK, S 83 DEG 54 MIN W.
 JN0432'
 JN0432'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED
 JN0432'---2 1953--- WELDED TO IRON PIPE DRIVEN INTO GROUND AND PROJECTING 0.7
 JN0432'FT. 17.91 FT. FROM STATION MARK, S 36 DEG 02 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1046 ***********************************************************************
 LO1046  DESIGNATION -  SPUR
 LO1046  PID         -  LO1046
 LO1046  STATE/COUNTY-  UT/DUCHESNE
 LO1046  COUNTRY     -  US
 LO1046  USGS QUAD   -  LAKE FORK MOUNTAIN (2017)
 LO1046
 LO1046                         *CURRENT SURVEY CONTROL
 LO1046  ______________________________________________________________________
 LO1046* NAD 83(1994) POSITION- 40 30 05.99438(N) 110 29 50.51839(W)   ADJUSTED
 LO1046* NAVD 88 ORTHO HEIGHT -  2953.4   (meters)     9690.    (feet) VERTCON3
 LO1046  ______________________________________________________________________
 LO1046  GEOID HEIGHT    -        -14.234 (meters)                     GEOID18
 LO1046  LAPLACE CORR    -         -9.35  (seconds)                    DEFLEC18
 LO1046  HORZ ORDER      -  FIRST
 LO1046
 LO1046.The horizontal coordinates were established by classical geodetic methods
 LO1046.and adjusted by the National Geodetic Survey in November 1997.
 LO1046
 LO1046.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1046
 LO1046.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1046.GEOID18 height accuracy estimate available here.
 LO1046
 LO1046.Click photographs - Photos may exist for this station.
 LO1046
 LO1046.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1046
 LO1046. The following values were computed from the NAD 83(1994) position.
 LO1046
 LO1046;                    North         East     Units Scale Factor Converg.
 LO1046;SPC UT C     - 2,241,208.298   584,984.292   MT  0.99996647   +0 38 32.2
 LO1046;SPC UT C     - 7,353,030.89  1,919,235.96   sFT  0.99996647   +0 38 32.2
 LO1046;UTM  12      - 4,483,560.887   542,589.132   MT  0.99962233   +0 19 35.2
 LO1046
 LO1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1046!SPC UT C     -   0.99953915  x   0.99996647  =   0.99950564
 LO1046!UTM  12      -   0.99953915  x   0.99962233  =   0.99916165
 LO1046
 LO1046:                Primary Azimuth Mark                     Grid Az
 LO1046:SPC UT C     -  SPUR AZ MK 2                             102 49 47.4
 LO1046:UTM  12      -  SPUR AZ MK 2                             103 08 44.4
 LO1046
 LO1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK4258983560(NAD 83)
 LO1046
 LO1046|---------------------------------------------------------------------|
 LO1046| PID    Reference Object                     Distance      Geod. Az  |
 LO1046|                                                           dddmmss.s |
 LO1046| CP5834 SPUR AZ MK 2                                       1032819.6 |
 LO1046| CP5833 SPUR AZ MK                                         1261157.3 |
 LO1046| CP5836 SPUR RM 2                             7.556 METERS 12811     |
 LO1046| CP5835 SPUR RM 1                             4.112 METERS 26203     |
 LO1046|---------------------------------------------------------------------|
 LO1046
 LO1046                          SUPERSEDED SURVEY CONTROL
 LO1046
 LO1046  NAD 83(1993)-  40 30 05.99372(N)    110 29 50.51804(W) AD(       ) 1
 LO1046  NAD 83(1986)-  40 30 05.97665(N)    110 29 50.50736(W) AD(       ) 1
 LO1046  NAD 27      -  40 30 06.16700(N)    110 29 47.92800(W) AD(       ) 1
 LO1046  NGVD 29 (07/19/86) 2951.8    (m)         9684.     (f) VERT ANG       
 LO1046
 LO1046.Superseded values are not recommended for survey control.
 LO1046
 LO1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1046.See file dsdata.pdf to determine how the superseded data were derived.
 LO1046
 LO1046_MARKER: DS = TRIANGULATION STATION DISK
 LO1046_SETTING: 80 = SET IN A BOULDER
 LO1046
 LO1046  HISTORY     - Date     Condition        Report By
 LO1046  HISTORY     - 1936     MONUMENTED       USGS
 LO1046  HISTORY     - 1946     GOOD             CGS
 LO1046  HISTORY     - 1961     GOOD             CGS
 LO1046  HISTORY     - 1963     GOOD             USGS
 LO1046  HISTORY     - 1965     GOOD             USGS
 LO1046
 LO1046                          STATION DESCRIPTION
 LO1046
 LO1046'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (WRP)
 LO1046'ON UINTAH-OURAY INDIAN RESERVATION, 6-1/2 MILES NORTH OF TOWN
 LO1046'OF MOUNTAIN HOME, IN SEC. 7, T. 1 N., R. 5 E., ON SOUTH SLOPE
 LO1046'OF HIGH RIDGE BETWEEN PIGEON WATER CREEK AND LAKE FORK CREEK.
 LO1046'TO REACH FROM DUCHESNE--GO NORTH ON STREET PASSING POST OFFICE,
 LO1046'CROSS RIVER AND FOLLOW MAIN ROAD NORTH 21.0 MILES TO TOWN OF
 LO1046'MOUNTAIN HOME.  FROM GENERAL STORE IN MOUNTAIN HOME, GO NORTH
 LO1046'0.8 MILE TO TURN IN ROAD.  TURN RIGHT (EAST) AND GO 0.2 MILE
 LO1046'TO TURN IN ROAD.  TURN LEFT (NORTH) AND FOLLOW MAIN ROAD NORTH
 LO1046'AND EAST ACROSS CEDAR RIDGE 3.5 MILES TO AZIMUTH MARK (SEE
 LO1046'BELOW) ON WEST SIDE OF ROAD AT POINT REACHED JUST BEFORE
 LO1046'DROPPING OFF RIDGE.  FROM AZIMUTH MARK DRIVE NORTHWESTERLY
 LO1046'DOWN GRADE 1.4 MILES TO FORK AT SIGNBOARD READING LAKE FORK
 LO1046'I.E.C.W CAMP NO. 2.  TAKE RIGHT FORK, DOWNHILL, 0.6 MILE
 LO1046'TO FORK AND SIGN MOON LAKE 9 MILES.  TAKE LEFT FORK, MOON
 LO1046'LAKE ROAD, AND FOLLOW MAIN ROAD NORTH-NORTHWEST 2.1 MILES TO
 LO1046'FORK.  TAKE LEFT FORK NORTHWEST AND WEST 3.0 MILES TO SHARP
 LO1046'LEFT TURN AT SUMMIT OF RIDGE.  THIS IS HIGHEST POINT OF
 LO1046'RIDGE, AND OLD SAWMILL SITE AND SOME SAWDUST PILES WILL
 LO1046'IDENTIFY IT.  HERE LEAVE MAIN ROAD, TURN RIGHT (NORTH) ONTO
 LO1046'DIM ROAD PAST OLD SAWMILL SITE AND GO 0.15 MILE TO FORKS.
 LO1046'TAKE LEFT FORK (VERY DIM ROAD) UP DRAW AND GO 0.05 MILE TO
 LO1046'DIM FORKS.  TAKE RIGHT FORK AND GO 50 YARDS, THEN LEFT FORK
 LO1046'THROUGH MEADOW ABOUT 0.4 MILE TO LARGE PILE OF POLES ON
 LO1046'LEFT.  FOLLOW DIM ROAD TO LEFT AROUND POLES AND GO
 LO1046'SOUTHWESTERLY INTO HEAVY TIMBER, UP GRADE, 0.45 MILE TO
 LO1046'PLACE WHERE TRUCK CAN BE TURNED AROUND AND END OF TRUCK TRAVEL.
 LO1046'FROM HERE PACK SOUTHWEST OVER LOW RIDGE ABOUT 250 YARDS TO
 LO1046'TRAIL.  FOLLOW TRAIL WESTERLY, UP DRAW, TO BASE OF STEEP SLOPE
 LO1046'OF RIDGE (STATION RIDGE) TO SOUTHWEST.  LEAVE TRAIL, BEAR LEFT
 LO1046'AND PACK SOUTHWESTERLY UP STEEP SLOPE TO POINT ABOUT 200 YARDS
 LO1046'SOUTH OF HIGHEST POINT ALONG RIDGE AND STATION, AT NORTH EDGE
 LO1046'OF CLEARING.  FROM TRAIL, PACK IS THROUGH HEAVY TIMBER AND
 LO1046'OVER FALLEN LOGS.  HARD ONE-HOUR PACK WITH LOAD.  STATION
 LO1046'MARKED BY STANDARD U.S. GEOLOGICAL SURVEY DISK WITH CROSS IN
 LO1046'CENTER, SET IN BOULDER WHICH PROJECTS 4 INCHES ABOVE GROUND.
 LO1046'REFERENCE MARK NO. 1 IS STANDARD DISK IN BOULDER,
 LO1046'PROJECTING 4 INCHES ABOVE GROUND, ON WEST SLOPE OF STATION
 LO1046'RIDGE, AND 4.121 METERS (13.52 FEET) WEST OF STATION.
 LO1046'REFERENCE MARK NO. 2 IS STANDARD U.S.
 LO1046'GEOLOGICAL SURVEY DISK MARKED SPUR M-1934 SET IN BOULDER
 LO1046'PROJECTING 4 INCHES ABOVE GROUND, ON SLOPE OF STATION
 LO1046'RIDGE AND 7.570 METERS (24.84 FEET) SOUTHEAST OF STATION.
 LO1046'DISTANCE BETWEEN REFERENCE MARKS IS
 LO1046'35.50 FEET.  AZIMUTH MARK IS STANDARD DISK IN PIPE,
 LO1046'WHICH PROJECTS 12 INCHES ABOVE GROUND.  IT IS 4.5
 LO1046'MILES BY ROAD FROM MOUNTAIN HOME, 44 FEET
 LO1046'WEST-SOUTHWEST OF CENTER LINE OF ROAD, AND ABOUT 5 MILES
 LO1046'FROM STATION.  BEARING FROM
 LO1046'STATION TO CAIRN, DISTANT APPROXIMATELY 9 MILES, N 84 DEG 19 MIN W.
 LO1046
 LO1046                          STATION RECOVERY (1946)
 LO1046
 LO1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1046'THE STATION AND TWO REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 LO1046'AND AS PREVIOUSLY DESCRIBED.  A NEW AZIMUTH MARK WAS SET AS
 LO1046'THE OLD ONE COULD NOT BE LOCATED.
 LO1046'
 LO1046'STATION IS LOCATED ON INDIAN RESERVATION, ABOUT 6.5 MILES
 LO1046'AIRLINE NORTH OF MOUNTAIN HOME, ABOUT 4.0 MILES AIRLINE WEST
 LO1046'OF MOON LAKE, ON SOUTH SLOPE OF HIGH RIDGE BETWEEN PIDGEON
 LO1046'WATER CREEK AND LAKE FORK CREEK.  THE STATION MARK IS A U.S.
 LO1046'GEOLOGICAL SURVEY BRONZE DISK STAMPED SPUR M1934 1936, SET IN
 LO1046'A BOULDER WHICH PROJECTS 6 INCHES.  IT IS ABOUT 200 YARDS SOUTH
 LO1046'OF AND 40 FEET LOWER THAN HIGHEST POINT OF RIDGE.
 LO1046'
 LO1046'REFERENCE MARK NO. 1 IS A U.S.C. AND G.S. BRONZE DISK STAMPED
 LO1046'SPUR NO 1 1936, SET IN A BOULDER WHICH PROJECTS 6 INCHES.
 LO1046'IT IS WEST OF AND ABOUT 6 INCHES LOWER THAN STATION MARK.
 LO1046'
 LO1046'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY BRONZE DISK
 LO1046'STAMPED SPUR NO 2 M1934 1936, SET IN A BOULDER WHICH PROJECTS
 LO1046'3 INCHES.  IT IS SOUTHEAST OF AND 1 FOOT LOWER THAN STATION MARK.
 LO1046'
 LO1046'AZIMUTH MARK IS A U.S.C. AND G.S. BRONZE DISK STAMPED SPUR 1946,
 LO1046'SET IN A BOULDER WHICH PROJECTS 4 INCHES.  IT IS ON A LOW RIDGE
 LO1046'ABOUT 2 MILES AIRLINE EAST-SOUTHEAST OF STATION, 0.1 MILE
 LO1046'SOUTHEAST OF AN OLD SAWMILL SITE, 60 FEET WEST OF AND 10 FEET
 LO1046'HIGHER THAN CENTER LINE OF ROAD.
 LO1046'
 LO1046'TO REACH STATION FROM DUCHESNE.  GO NORTH FROM POST OFFICE
 LO1046'19.9 MILES TO STORE AND SERVICE STATION AT MOUNTAIN HOME.
 LO1046'CONTINUE STRAIGHT AHEAD 0.9 MILE TO A T ROAD.  TURN RIGHT,
 LO1046'FOLLOW MAIN ROAD 6.8 MILES TO ROAD RIGHT AT SIGN TO MOON LAKE.
 LO1046'CONTINUE STRAIGHT AHEAD 1.5 MILES TO FORK.  CONTINUE ON MAIN
 LO1046'ROAD TO LEFT, 1.5 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED
 LO1046'ABOVE.  CONTINUE STRAIGHT AHEAD 0.1 MILE TO FORK AT OLD SAWMILL
 LO1046'SITE ON RIGHT.  TURN RIGHT, GO 0.15 MILE TO FORK.  TURN RIGHT,
 LO1046'GO 0.4 MILE TO FORK.  TURN LEFT, FOLLOW DIM ROAD UP CANYON
 LO1046'0.5 MILE TO TRIANGULAR BLAZED PINE TREE ON RIGHT AND END OF
 LO1046'TRUCK TRAVEL.  WALK TO LEFT ON TRAIL, UP CANYON ABOUT 1
 LO1046'MILE THEN FOLLOW BLAZES ON TREES TO RIGHT, TO TOP OF RIDGE.
 LO1046'FOLLOW RIDGE NORTHWEST TO STATION AS DESCRIBED ABOVE.  THE
 LO1046'ROUTE IS WELL BLAZED FROM END OF TRUCK TRAVEL TO STATION.
 LO1046'A 1 HOUR PACK.
 LO1046'
 LO1046'OBSERVATIONS MADE FROM A 6.0 METER TRIPOD.
 LO1046
 LO1046                          STATION RECOVERY (1961)
 LO1046
 LO1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RLG)
 LO1046'STATION AND MARKS WERE FOUND AS DESCRIBED IN GOOD CONDITION.
 LO1046
 LO1046                          STATION RECOVERY (1963)
 LO1046
 LO1046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LO1046'NEW ROUTE DESCRIPTION FOLLOWS--TO REACH STATION FROM DUCHESNE,
 LO1046'GO N ON STATE HWY 35 AND 134 FOR 19.9 MI TO STORE AND SERVICE
 LO1046'STATION AT MOUNTAIN HOME.  CONTINUE STRAIGHT AHEAD 0.1 MI. TO
 LO1046'RD. LEFT.  TURN LEFT, GO 7.7 MI. ON MAIN TRAVELED RD TO RD
 LO1046'RIGHT WHICH CROSSES DRAIN.  CONTINUE STRAIGHT AHEAD AS PER SIGN
 LO1046'ROCK CREEK 1.0 MI. TO FORK.  TURN RIGHT, GO 0.6 MI. TO DIM RD
 LO1046'ON RIGHT BEFORE REACHING CORRALS.  TURN RIGHT AND FOLLOW TRACK
 LO1046'RD NORTH 0.5 MI. TO GATE AND NATIONAL FOREST BOUNDARY SIGN.
 LO1046'CONTINUE STRAIGHT AHEAD 2.3 MI. TO OPEN BENCH AT BEND IN RD
 LO1046'AND END OF VEHICLE TRAVEL.  THE LAST 0.8 MI. IS VERY STEEP
 LO1046'AND A 4-WHEEL DRIVE VEHICLE IS RECOMMENDED.  FROM END OF
 LO1046'VEHICLE TRAVEL THE STATION SITE CAN BE SEEN TO THE NE ON SE END
 LO1046'OF NOSE OF RIDGE AT TOP OF SPARCE ASPEN AREA.  WALK DOWN INTO
 LO1046'DRAIN AND UP TO STATION - ABOUT A 1/2 HOUR PACK.
 LO1046
 LO1046                          STATION RECOVERY (1965)
 LO1046
 LO1046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LO1046'RECOVERED.
 LO1046'
 LO1046'STATION MARK--STANDARD TABLET, STAMPED ---SPUR M 1934 1936---, SET
 LO1046'IN A BOULDER WHICH PROJECTS 6 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0495 ***********************************************************************
 JN0495  DESIGNATION -  SQUARE TOP
 JN0495  PID         -  JN0495
 JN0495  STATE/COUNTY-  UT/EMERY
 JN0495  COUNTRY     -  US
 JN0495  USGS QUAD   -  COPPER GLOBE (2017)
 JN0495
 JN0495                         *CURRENT SURVEY CONTROL
 JN0495  ______________________________________________________________________
 JN0495* NAD 83(1994) POSITION- 38 46 27.33025(N) 110 53 44.63386(W)   ADJUSTED
 JN0495* NAVD 88 ORTHO HEIGHT -  2259.3   (meters)     7412.    (feet) VERTCON3
 JN0495  ______________________________________________________________________
 JN0495  GEOID HEIGHT    -        -18.265 (meters)                     GEOID18
 JN0495  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 JN0495  HORZ ORDER      -  THIRD
 JN0495
 JN0495.The horizontal coordinates were established by classical geodetic methods
 JN0495.and adjusted by the National Geodetic Survey in November 1997.
 JN0495
 JN0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0495
 JN0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0495.GEOID18 height accuracy estimate available here.
 JN0495
 JN0495.Click photographs - Photos may exist for this station.
 JN0495
 JN0495.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0495
 JN0495. The following values were computed from the NAD 83(1994) position.
 JN0495
 JN0495;                    North         East     Units Scale Factor Converg.
 JN0495;SPC UT C     - 2,049,130.432   552,514.724   MT  1.00006863   +0 23 13.5
 JN0495;SPC UT C     - 6,722,855.43  1,812,708.72   sFT  1.00006863   +0 23 13.5
 JN0495;UTM  12      - 4,291,731.442   509,057.401   MT  0.99960101   +0 03 55.1
 JN0495
 JN0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0495!SPC UT C     -   0.99964851  x   1.00006863  =   0.99971711
 JN0495!UTM  12      -   0.99964851  x   0.99960101  =   0.99924966
 JN0495
 JN0495:                Primary Azimuth Mark                     Grid Az
 JN0495:SPC UT C     -  SAN RAFAEL KNOB                          039 21 54.6
 JN0495:UTM  12      -  SAN RAFAEL KNOB                          039 41 13.0
 JN0495
 JN0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH0905791731(NAD 83)
 JN0495
 JN0495|---------------------------------------------------------------------|
 JN0495| PID    Reference Object                     Distance      Geod. Az  |
 JN0495|                                                           dddmmss.s |
 JN0495| JN0493 SAN RAFAEL KNOB                     APPROX. 5.6 KM 0394508.1 |
 JN0495|---------------------------------------------------------------------|
 JN0495
 JN0495                          SUPERSEDED SURVEY CONTROL
 JN0495
 JN0495  NAD 83(1986)-  38 46 27.32121(N)    110 53 44.62836(W) AD(       ) 3
 JN0495  NAD 27      -  38 46 27.40956(N)    110 53 42.03153(W) AD(       ) 3
 JN0495  NGVD 29 (07/19/86) 2258.1    (m)         7408.     (f) VERT ANG       
 JN0495
 JN0495.Superseded values are not recommended for survey control.
 JN0495
 JN0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0495.See file dsdata.pdf to determine how the superseded data were derived.
 JN0495
 JN0495_MARKER: DD = SURVEY DISK
 JN0495_SETTING: 66 = SET IN ROCK OUTCROP
 JN0495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0495+STABILITY: POSITION/ELEVATION WELL
 JN0495
 JN0495  HISTORY     - Date     Condition        Report By
 JN0495  HISTORY     - 1952     MONUMENTED       USGS
 JN0495
 JN0495                          STATION DESCRIPTION
 JN0495
 JN0495'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0495'LOCATED ABOUT 16.0 MI. WNW. OF TEMPLE MOUNTAIN AND 4.0 MI. SW. OF SAN
 JN0495'RAFAEL KNOB ON PROMINIENT BUTTE HAVING SECOND BUTTE ABOUT 200 FT. HIGH
 JN0495'ON TOP OF IT.  STATION IS LOCATED ON HIGHEST POINT.
 JN0495'
 JN0495'STATION REACHED BY HELICOPTER.
 JN0495'
 JN0495'STATION MARK - STANDARD TABLET STAMPED --- SQUARE TOP 1952 --- SET IN
 JN0495'DRILL HOLE IN BEDROCK.
 JN0495'
 JN0495'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0610 ***********************************************************************
 LN0610  DESIGNATION -  SRSC 1
 LN0610  PID         -  LN0610
 LN0610  STATE/COUNTY-  UT/UINTAH
 LN0610  COUNTRY     -  US
 LN0610  USGS QUAD   -  DONKEY FLAT (2017)
 LN0610
 LN0610                         *CURRENT SURVEY CONTROL
 LN0610  ______________________________________________________________________
 LN0610* NAD 83(1994) POSITION- 40 37 26.66174(N) 109 24 28.33512(W)   ADJUSTED
 LN0610* NAVD 88 ORTHO HEIGHT -  1925.    (meters)     6316.    (feet) VERTCON3
 LN0610  ______________________________________________________________________
 LN0610  GEOID HEIGHT    -        -15.171 (meters)                     GEOID18
 LN0610  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 LN0610  HORZ ORDER      -  THIRD
 LN0610
 LN0610.The horizontal coordinates were established by classical geodetic methods
 LN0610.and adjusted by the National Geodetic Survey in November 1997.
 LN0610
 LN0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0610
 LN0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0610.GEOID18 height accuracy estimate available here.
 LN0610
 LN0610.Click photographs - Photos may exist for this station.
 LN0610
 LN0610.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0610
 LN0610. The following values were computed from the NAD 83(1994) position.
 LN0610
 LN0610;                    North         East     Units Scale Factor Converg.
 LN0610;SPC UT C     - 2,256,394.660   677,000.700   MT  0.99999365   +1 20 24.6
 LN0610;SPC UT C     - 7,402,854.81  2,221,126.46   sFT  0.99999365   +1 20 24.6
 LN0610;UTM  12      - 4,498,245.278   634,661.056   MT  0.99982321   +1 02 12.4
 LN0610
 LN0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0610!SPC UT C     -   0.99970046  x   0.99999365  =   0.99969411
 LN0610!UTM  12      -   0.99970046  x   0.99982321  =   0.99952372
 LN0610
 LN0610:                Primary Azimuth Mark                     Grid Az
 LN0610:SPC UT C     -  SEARLE                                   050 15 02.1
 LN0610:UTM  12      -  SEARLE                                   050 33 14.3
 LN0610
 LN0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK3466198245(NAD 83)
 LN0610
 LN0610|---------------------------------------------------------------------|
 LN0610| PID    Reference Object                     Distance      Geod. Az  |
 LN0610|                                                           dddmmss.s |
 LN0610| LN0601 SEARLE                              APPROX. 5.3 KM 0513526.7 |
 LN0610|---------------------------------------------------------------------|
 LN0610
 LN0610                          SUPERSEDED SURVEY CONTROL
 LN0610
 LN0610  NAD 83(1993)-  40 37 26.66127(N)    109 24 28.33363(W) AD(       ) 3
 LN0610  NAD 83(1986)-  40 37 26.64184(N)    109 24 28.32239(W) AD(       ) 3
 LN0610  NAD 27      -  40 37 26.78723(N)    109 24 25.83684(W) AD(       ) 3
 LN0610  NGVD 29 (07/19/86) 1924.     (m)         6312.     (f) VERT ANG       
 LN0610
 LN0610.Superseded values are not recommended for survey control.
 LN0610
 LN0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0610.See file dsdata.pdf to determine how the superseded data were derived.
 LN0610
 LN0610_MARKER: DD = SURVEY DISK
 LN0610_SETTING: 80 = SET IN A BOULDER
 LN0610_STAMPING: SRSC-1
 LN0610_MARK LOGO: USGS
 LN0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0610+STABILITY: SURFACE MOTION
 LN0610
 LN0610  HISTORY     - Date     Condition        Report By
 LN0610  HISTORY     - 1949     MONUMENTED       USGS
 LN0610
 LN0610                          STATION DESCRIPTION
 LN0610
 LN0610'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LN0610'STATION LIES IN A BOULDER ON TOP OF SMALL BUTTE ABOUT 12 MI. N. AND 7
 LN0610'MI. E. OF VERNAL UTAH.
 LN0610'
 LN0610'TO REACH BY AUTOMOBILE GO N. FROM VERNAL ALONG HIGHWAY 44 FOR 13.1 MI.
 LN0610'TO CROSS ROADS AND SIGN READING BRUSH CREEK GORGE.  TAKE RIGHT HAND
 LN0610'FORK FOR 1.2 MI. TO FORK.  TAKE RIGHT HAND FORK.  TAKE RIGHT HAND FORK
 LN0610'1.2 MI. TO CROSS ROAD.  STATION LIES SE. ABOUT 200 FT. ON TOP OF SMALL
 LN0610'BUTTE.
 LN0610'
 LN0610'STATION MARK - STANDARD TABLET CEMENTED INTO BOULDER ON TOP OF BUTTE,
 LN0610'STAMPED ---SRSC-1---.
 LN0610'
 LN0610'REFERENCE MARK NO.1 - CHISELED ARROW IN BOULDER, 26.2 FT. FROM
 LN0610'STATION, N 49 DEG 56 MIN E.
 LN0610'
 LN0610'REFERENCE MARK NO.2 - CHISELED ARROW IN BOULDER, 15.4 FT.FROM STATION,
 LN0610'N 38 DEG 58 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0609 ***********************************************************************
 LN0609  DESIGNATION -  SRSC 2
 LN0609  PID         -  LN0609
 LN0609  STATE/COUNTY-  UT/UINTAH
 LN0609  COUNTRY     -  US
 LN0609  USGS QUAD   -  DONKEY FLAT (2017)
 LN0609
 LN0609                         *CURRENT SURVEY CONTROL
 LN0609  ______________________________________________________________________
 LN0609* NAD 83(1994) POSITION- 40 37 12.45167(N) 109 23 28.74097(W)   ADJUSTED
 LN0609* NAVD 88 ORTHO HEIGHT -  1926.    (meters)     6319.    (feet) VERTCON3
 LN0609  ______________________________________________________________________
 LN0609  GEOID HEIGHT    -        -15.231 (meters)                     GEOID18
 LN0609  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 LN0609  HORZ ORDER      -  THIRD
 LN0609
 LN0609.The horizontal coordinates were established by classical geodetic methods
 LN0609.and adjusted by the National Geodetic Survey in November 1997.
 LN0609
 LN0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0609
 LN0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0609.GEOID18 height accuracy estimate available here.
 LN0609
 LN0609.Click photographs - Photos may exist for this station.
 LN0609
 LN0609.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0609
 LN0609. The following values were computed from the NAD 83(1994) position.
 LN0609
 LN0609;                    North         East     Units Scale Factor Converg.
 LN0609;SPC UT C     - 2,255,989.345   678,411.289   MT  0.99999270   +1 21 02.8
 LN0609;SPC UT C     - 7,401,525.04  2,225,754.37   sFT  0.99999270   +1 21 02.8
 LN0609;UTM  12      - 4,497,832.570   636,069.243   MT  0.99982790   +1 02 50.9
 LN0609
 LN0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0609!SPC UT C     -   0.99970031  x   0.99999270  =   0.99969302
 LN0609!UTM  12      -   0.99970031  x   0.99982790  =   0.99952826
 LN0609
 LN0609:                Primary Azimuth Mark                     Grid Az
 LN0609:SPC UT C     -  SEARLE                                   035 11 15.8
 LN0609:UTM  12      -  SEARLE                                   035 29 27.7
 LN0609
 LN0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK3606997832(NAD 83)
 LN0609
 LN0609|---------------------------------------------------------------------|
 LN0609| PID    Reference Object                     Distance      Geod. Az  |
 LN0609|                                                           dddmmss.s |
 LN0609| LN0601 SEARLE                              APPROX. 4.7 KM 0363218.6 |
 LN0609|---------------------------------------------------------------------|
 LN0609
 LN0609                          SUPERSEDED SURVEY CONTROL
 LN0609
 LN0609  NAD 83(1993)-  40 37 12.45119(N)    109 23 28.73931(W) AD(       ) 3
 LN0609  NAD 83(1986)-  40 37 12.43187(N)    109 23 28.72829(W) AD(       ) 3
 LN0609  NAD 27      -  40 37 12.57681(N)    109 23 26.24497(W) AD(       ) 3
 LN0609  NGVD 29 (07/19/86) 1925.     (m)         6316.     (f) VERT ANG       
 LN0609
 LN0609.Superseded values are not recommended for survey control.
 LN0609
 LN0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0609.See file dsdata.pdf to determine how the superseded data were derived.
 LN0609
 LN0609_MARKER: DD = SURVEY DISK
 LN0609_SETTING: 66 = SET IN ROCK OUTCROP
 LN0609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0609+STABILITY: POSITION/ELEVATION WELL
 LN0609
 LN0609  HISTORY     - Date     Condition        Report By
 LN0609  HISTORY     - 1949     MONUMENTED       USGS
 LN0609
 LN0609                          STATION DESCRIPTION
 LN0609
 LN0609'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LN0609'LOCATED ABOUT 17 MI, NE. OF VERNAL, UTAH AND ABOUT 1 AND 1/2 MI. E. OF
 LN0609'GOODMAN HOMESTEAD ON THE HIGHEST PORTION OF A RED COLORED, JUNIPER
 LN0609'COVERED KNOLL IN SEC.25 T.2 S., R.22 E., TO REACH FROM THE
 LN0609'INTERSECTION OF U.S. HIGHWAY 40 AND UTAH STATE HIGHWAY 44 IN VERNAL,
 LN0609'UTAH GO N. ON STATE HIGHWAY 44 FOR 13.1 MI. TO CROSSROADS AND SIGN
 LN0609'---BRUSH CREEK GORGE---.  TURN RIGHT EASTERLY AND PROCEED 1.2 MI. TO
 LN0609'FORK.  TAKE RIGHT FORK AND PROCEED FOR 2.3 MI. TO FORK.  TAKE RIGHT
 LN0609'FORK AND PROCEED FOR 1.2 MI. TO CROSSROAD.  CONTINUE STRAIGHT
 LN0609'EASTERLY FOR 0.1 MI. TO FORK.  TAKE RIGHT FORK SOUTHEASTERLY AND
 LN0609'PROCEED FOR 0.5 MI. TO GATE OF HOMESTEAD.  GO THROUGH GATE AND AROUND
 LN0609'N. EDGE OF HOME AND ACROSS CREEK FOR 0.2 MI. TO GATE.  GO THROUGH GATE
 LN0609'AND PROCEED FOR ABOUT 200 YARDS.  TURN LEFT NORTHERLY, ALONG DIM RD.
 LN0609'LEADING UP HILL.  PROCEED ALONG DIM RD. FOR 0.5 MI. LEAVE RD. AND
 LN0609'PROCEED S. FOR 0.2 MI. TO DRAIN.  STATION IS LOCATED ON THE HIGHEST
 LN0609'PORTION OF RED COLORED, JUNIPER COVERED KNOLL 0.2 MI. S. OF DRAIN.
 LN0609'
 LN0609'STATION MARK - STANDARD TABLET SET IN ROCK OUTCROP, STAMPED
 LN0609'---SRSC-2---.
 LN0609'
 LN0609'REFERENCE MARK NO.1 - ARROW CHISELED IN ROCK, 21.1 FT. FROM STATION,
 LN0609'N 60 DEG 48 MIN E.
 LN0609'
 LN0609'REFERENCE MARK NO.2 - ARROW CHISELED IN ROCK, 26.8 FT. FROM STATION,
 LN0609'S 46 DEG 37 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0180 ***********************************************************************
 KN0180  DESIGNATION -  SS 42
 KN0180  PID         -  KN0180
 KN0180  STATE/COUNTY-  UT/SANPETE
 KN0180  COUNTRY     -  US
 KN0180  USGS QUAD   -  FAIRVIEW (2017)
 KN0180
 KN0180                         *CURRENT SURVEY CONTROL
 KN0180  ______________________________________________________________________
 KN0180* NAD 83(1986) POSITION- 39 37 57.     (N) 111 26 34.     (W)   SCALED
 KN0180* NAVD 88 ORTHO HEIGHT -  1817.153 (meters)     5961.78  (feet) ADJUSTED
 KN0180  ______________________________________________________________________
 KN0180  GEOID HEIGHT    -        -16.822 (meters)                     GEOID18
 KN0180  DYNAMIC HEIGHT  -       1815.318 (meters)     5955.76  (feet) COMP
 KN0180  MODELED GRAVITY -    979,552.6   (mgal)                       NAVD 88
 KN0180
 KN0180  VERT ORDER      -  SECOND    CLASS 0
 KN0180
 KN0180.The horizontal coordinates were scaled from a map and have
 KN0180.an estimated accuracy of +/- 6 seconds.
 KN0180
 KN0180.The orthometric height was determined by differential leveling and
 KN0180.adjusted by the NATIONAL GEODETIC SURVEY
 KN0180.in June 1991.
 KN0180
 KN0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0180.GEOID18 height accuracy estimate available here.
 KN0180
 KN0180.Click photographs - Photos may exist for this station.
 KN0180
 KN0180.The dynamic height is computed by dividing the NAVD 88
 KN0180.geopotential number by the normal gravity value computed on the
 KN0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0180.degrees latitude (g = 980.6199 gals.).
 KN0180
 KN0180.The modeled gravity was interpolated from observed gravity values.
 KN0180
 KN0180;                    North         East    Units  Estimated Accuracy
 KN0180;SPC UT C     - 2,144,230.      504,910.      MT  (+/- 180 meters Scaled)
 KN0180
 KN0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ620870(NAD 83)
 KN0180
 KN0180                          SUPERSEDED SURVEY CONTROL
 KN0180
 KN0180  NGVD 29 (??/??/92) 1815.993  (m)         5957.97   (f) ADJ UNCH    2 0
 KN0180
 KN0180.Superseded values are not recommended for survey control.
 KN0180
 KN0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0180.See file dsdata.pdf to determine how the superseded data were derived.
 KN0180
 KN0180_MARKER: DB = BENCH MARK DISK
 KN0180_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KN0180_SP_SET: BUILDING WALL
 KN0180_STAMPING: SS 42 1934
 KN0180_MARK LOGO: CGS
 KN0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0180+STABILITY: SURFACE MOTION
 KN0180
 KN0180  HISTORY     - Date     Condition        Report By
 KN0180  HISTORY     - 1934     MONUMENTED       CGS
 KN0180  HISTORY     - 1967     MARK NOT FOUND   USGS
 KN0180
 KN0180                          STATION DESCRIPTION
 KN0180
 KN0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0180'IN FAIRVIEW.
 KN0180'AT FAIRVIEW, SANPETE COUNTY, ABOUT 4 BLOCKS WEST OF THE DENVER AND RIO
 KN0180'GRANDE WESTERN RAILROAD STATION, IN THE SOUTH BRICK WALL OF THE FORD
 KN0180'GARAGE, AT THE WEST END, AND ABOUT 3 FEET ABOVE THE FLOOR.  A STANDARD
 KN0180'DISK, STAMPED SS 42 1934 AND SET VERTICALLY.
 KN0180
 KN0180                          STATION RECOVERY (1967)
 KN0180
 KN0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KN0180'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0628 ***********************************************************************
 HO0628  DESIGNATION -  ST GEORGE AIRPORT
 HO0628  PID         -  HO0628
 HO0628  STATE/COUNTY-  UT/WASHINGTON
 HO0628  COUNTRY     -  US
 HO0628  USGS QUAD   -  SAINT GEORGE (2017)
 HO0628
 HO0628                         *CURRENT SURVEY CONTROL
 HO0628  ______________________________________________________________________
 HO0628* NAD 83(1994) POSITION- 37 05 26.05639(N) 113 35 28.26419(W)   ADJUSTED
 HO0628* NAVD 88 ORTHO HEIGHT -   886.4   (meters)     2908.    (feet) VERTCON3
 HO0628  ______________________________________________________________________
 HO0628  GEOID HEIGHT    -        -24.586 (meters)                     GEOID18
 HO0628  LAPLACE CORR    -          1.27  (seconds)                    DEFLEC18
 HO0628  HORZ ORDER      -  SECOND
 HO0628
 HO0628.This mark is at St George Airport (SGU)
 HO0628
 HO0628.The horizontal coordinates were established by classical geodetic methods
 HO0628.and adjusted by the National Geodetic Survey in November 1997.
 HO0628
 HO0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0628
 HO0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0628.GEOID18 height accuracy estimate available here.
 HO0628
 HO0628.Click photographs - Photos may exist for this station.
 HO0628
 HO0628.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0628
 HO0628. The following values were computed from the NAD 83(1994) position.
 HO0628
 HO0628;                    North         East     Units Scale Factor Converg.
 HO0628;SPC UT S     - 3,049,125.317   314,092.215   MT  1.00002401   -1 16 52.5
 HO0628;SPC UT S     -10,003,671.98  1,030,484.21   sFT  1.00002401   -1 16 52.5
 HO0628;UTM  12      - 4,108,061.648   269,698.745   MT  1.00025342   -1 33 48.1
 HO0628
 HO0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0628!SPC UT S     -   0.99986477  x   1.00002401  =   0.99988877
 HO0628!UTM  12      -   0.99986477  x   1.00025342  =   1.00011815
 HO0628
 HO0628:                Primary Azimuth Mark                     Grid Az
 HO0628:SPC UT S     -  ST GEORGE AIRPORT AZ MK                  015 16 02.2
 HO0628:UTM  12      -  ST GEORGE AIRPORT AZ MK                  015 32 57.8
 HO0628
 HO0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG6969808061(NAD 83)
 HO0628
 HO0628|---------------------------------------------------------------------|
 HO0628| PID    Reference Object                     Distance      Geod. Az  |
 HO0628|                                                           dddmmss.s |
 HO0628| CH3420 ST GEORGE AIRPORT AZ MK                            0135909.7 |
 HO0628| CH3421 ST GEORGE AIRPORT RM 1                9.952 METERS 06338     |
 HO0628| HO0625 LOS ANGELES DENVER AWY BN 36        APPROX. 8.2 KM 1280054.7 |
 HO0628| CH3422 ST GEORGE AIRPORT RM 2               23.376 METERS 15349     |
 HO0628|---------------------------------------------------------------------|
 HO0628
 HO0628                          SUPERSEDED SURVEY CONTROL
 HO0628
 HO0628  NAD 83(1992)-  37 05 26.05428(N)    113 35 28.26438(W) AD(       ) 2
 HO0628  NAD 83(1986)-  37 05 26.05212(N)    113 35 28.26262(W) AD(       ) 2
 HO0628  NAD 27      -  37 05 26.12600(N)    113 35 25.41900(W) AD(       ) 2
 HO0628  NGVD 29 (07/19/86)  885.6    (m)         2906.     (f) VERT ANG       
 HO0628
 HO0628.Superseded values are not recommended for survey control.
 HO0628
 HO0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0628.See file dsdata.pdf to determine how the superseded data were derived.
 HO0628
 HO0628_MARKER: DS = TRIANGULATION STATION DISK
 HO0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0628_STAMPING: ST GEORGE AIRPORT 1953
 HO0628_MARK LOGO: CGS
 HO0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0628+STABILITY: SURFACE MOTION
 HO0628
 HO0628  HISTORY     - Date     Condition        Report By
 HO0628  HISTORY     - 1953     MONUMENTED       CGS
 HO0628  HISTORY     - 1963     GOOD             USAF
 HO0628
 HO0628                          STATION DESCRIPTION
 HO0628
 HO0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 HO0628'THE STATION IS LOCATED 1-1/4 MILE SOUTH-SOUTHWEST OF THE TOWN
 HO0628'OF ST. GEORGE ON THE SOUTHEAST CORNER OF A LARGE FLAT-TOPPED
 HO0628'MESA AT THE ST. GEORGE MUNICIPAL AIRPORT.  IT IS 63 YARDS
 HO0628'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CORRIGATED METAL
 HO0628'COVERED HANGAR BUILDING, 45 FEET EAST OF THE SOUTHEAST CORNER
 HO0628'OF THE PARKING LOT, 30 FEET NORTH OF A POWER-LINE POLE ON
 HO0628'WHICH IS A 5-INCH TRIANGLE BLAZE AND 30 FEET WEST OF THE EAST
 HO0628'RIM OF THE MESA.  THE MARK IS A STANDARD DISK SET IN THE TOP
 HO0628'OF A 11X11-INCH CONCRETE MONUMENT THAT PROJECTS ABOUT 4
 HO0628'INCHES ABOVE THE GROUND.  THE MARK IS STAMPED ST. GEORGE
 HO0628'AIRPORT 1953.
 HO0628'
 HO0628'REFERENCE MARK 1 IS APPROXIMATELY 4 FEET LOWER THAN THE STATION
 HO0628'MARK.  IT IS A STANDARD DISK SET IN AN OUTCROP THAT IS FLUSH
 HO0628'WITH THE SURFACE ON THE WEST, NORTH AND SOUTH SIDES BUT PROJECTS
 HO0628'ABOUT 10 INCHES ON THE EAST SIDE.  IT IS ABOUT 5 FEET WEST
 HO0628'OF THE EAST RIM OF MESA.  THE MARK IS STAMPED ST. GEORGE
 HO0628'AIRPORT NO 1 1953.
 HO0628'
 HO0628'REFERENCE MARK 2 IS APPROXIMATELY 3 FEET LOWER THAN THE STATION.
 HO0628'IT IS A STANDARD DISK SET IN AN OUTCROP THAT IS FLUSH ON THE
 HO0628'WEST SIDE BUT PROJECTS ABOUT 12 INCHES ON THE EAST SIDE.  IT
 HO0628'IS 5 FEET NORTHEAST OF THE SOUTHEAST GUY WIRE TO POWER LINE
 HO0628'POLE AND 4 FEET WEST OF THE EAST RIM.  THE MARK IS STAMPED ST.
 HO0628'GEORGE AIRPORT NO 2 1953.
 HO0628'
 HO0628'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD LEADING TO THE AIRPORT,
 HO0628'1.15 MILES SOUTHWESTERLY FROM THE JUNCTION OF U.S. HIGHWAY 91
 HO0628'AND THE ROAD LEADING TO THE AIRPORT, 0.3 MILE NORTHEAST OF THE
 HO0628'ADMINISTRATION BUILDING, 60 YARDS SOUTHEAST OF THE CENTER-LINE
 HO0628'OF THE ROAD AND 3 FEET WEST OF THE EAST RIM OF THE MESA.  IT
 HO0628'IS A STANDARD DISK SET FLUSH IN AN OUTCROP THAT IS FLUSH WITH
 HO0628'THE GROUND ON THE WEST SIDE BUT DROPS ABRUPTLY ON THE EAST
 HO0628'SIDE.  THE MARK IS STAMPED ST. GEORGE AIRPORT 1953.
 HO0628
 HO0628                          STATION RECOVERY (1963)
 HO0628
 HO0628'RECOVERY NOTE BY US AIR FORCE 1963
 HO0628'STATION HAS BEEN RECOVERED IN GOOD CONDITION, AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0629 ***********************************************************************
 HO0629  DESIGNATION -  ST GEORGE MORMON TEMPLE SPIRE
 HO0629  PID         -  HO0629
 HO0629  STATE/COUNTY-  UT/WASHINGTON
 HO0629  COUNTRY     -  US
 HO0629  USGS QUAD   -  SAINT GEORGE (2017)
 HO0629
 HO0629                         *CURRENT SURVEY CONTROL
 HO0629  ______________________________________________________________________
 HO0629* NAD 83(1994) POSITION- 37 06 01.88277(N) 113 34 40.35179(W)   ADJUSTED
 HO0629  ______________________________________________________________________
 HO0629  GEOID HEIGHT    -        -24.547 (meters)                     GEOID18
 HO0629  LAPLACE CORR    -          1.48  (seconds)                    DEFLEC18
 HO0629  HORZ ORDER      -  THIRD
 HO0629
 HO0629.The horizontal coordinates were established by classical geodetic methods
 HO0629.and adjusted by the National Geodetic Survey in November 1997.
 HO0629
 HO0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0629.GEOID18 height accuracy estimate available here.
 HO0629
 HO0629.Click photographs - Photos may exist for this station.
 HO0629
 HO0629.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0629
 HO0629. The following values were computed from the NAD 83(1994) position.
 HO0629
 HO0629;                    North         East     Units Scale Factor Converg.
 HO0629;SPC UT S     - 3,050,203.138   315,299.738   MT  1.00002194   -1 16 23.1
 HO0629;SPC UT S     -10,007,208.13  1,034,445.89   sFT  1.00002194   -1 16 23.1
 HO0629;UTM  12      - 4,109,133.749   270,911.841   MT  1.00024655   -1 33 20.5
 HO0629
 HO0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG7091109133(NAD 83)
 HO0629
 HO0629                          SUPERSEDED SURVEY CONTROL
 HO0629
 HO0629  NAD 83(1992)-  37 06 01.88045(N)    113 34 40.35181(W) AD(       ) 3
 HO0629  NAD 83(1986)-  37 06 01.87689(N)    113 34 40.35032(W) AD(       ) 3
 HO0629  NAD 27      -  37 06 01.94400(N)    113 34 37.50500(W) AD(       ) 3
 HO0629
 HO0629.Superseded values are not recommended for survey control.
 HO0629
 HO0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0629.See file dsdata.pdf to determine how the superseded data were derived.
 HO0629
 HO0629_MARKER: 90 = CHURCH SPIRE
 HO0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0629+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2008
 HO0629
 HO0629  HISTORY     - Date     Condition        Report By
 HO0629  HISTORY     - 1938     FIRST OBSERVED   CGS
 HO0629  HISTORY     - 1963     GOOD             USAF
 HO0629  HISTORY     - 20080419 GOOD             GEOCAC
 HO0629  HISTORY     - 20110131 GOOD             GEOCAC
 HO0629
 HO0629                          STATION DESCRIPTION
 HO0629
 HO0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0629'A LARGE WHITE STONE BUILDING WITH A CUPOLA TOPPED WITH A BALL
 HO0629'AND THE BALL TOPPED WITH A WEATHER VANE.  THE BUILDING IS THE
 HO0629'1ST TEMPLE ERECTED BY THE CHURCH OF THE LATTER DAY SAINTS
 HO0629'(MORMONS) IN 1871 AND IS LOCATED IN ST. GEORGE, UTAH, BEING
 HO0629'BORDERED BY THE FOLLOWING STREETS--ON THE SOUTH BY 500 SOUTH
 HO0629'ST., THE EAST BY 300 EAST ST., THE NORTH BY 400 SOUTH ST.,
 HO0629'AND THE WEST BY 200 EAST ST.  IT FRONTS ON THE EAST.
 HO0629
 HO0629                          STATION RECOVERY (1963)
 HO0629
 HO0629'RECOVERY NOTE BY US AIR FORCE 1963
 HO0629'STATION HAS BEEN RECOVERED IN GOOD CONDITION, AS DESCRIBED.
 HO0629
 HO0629                          STATION RECOVERY (2008)
 HO0629
 HO0629'RECOVERY NOTE BY GEOCACHING 2008 (DEL)
 HO0629'RECOVERED IN GOOD CONDITION.
 HO0629
 HO0629                          STATION RECOVERY (2011)
 HO0629
 HO0629'RECOVERY NOTE BY GEOCACHING 2011 (BRB)
 HO0629'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DN7504 ***********************************************************************
 DN7504  CORS        -  This is a GPS Continuously Operating Reference Station.
 DN7504  DESIGNATION -  ST GEORGE PUTIL CORS ARP
 DN7504  CORS_ID     -  SGU1
 DN7504  PID         -  DN7504
 DN7504  STATE/COUNTY-  UT/WASHINGTON
 DN7504  COUNTRY     -  US
 DN7504  USGS QUAD   -  SAINT GEORGE (2017)
 DN7504
 DN7504                         *CURRENT SURVEY CONTROL
 DN7504  ______________________________________________________________________
 DN7504* NAD 83(2011) POSITION- 37 06 47.48132(N) 113 34 13.02312(W)   ADJUSTED
 DN7504* NAD 83(2011) ELLIP HT-   895.578 (meters)        (04/??/25)   ADJUSTED
 DN7504* NAD 83(2011) EPOCH   -  2010.00
 DN7504  ______________________________________________________________________
 DN7504  GEOID HEIGHT    -        -24.493 (meters)                     GEOID18
 DN7504  NAD 83(2011) X  - -2,036,611.879 (meters)                     COMP
 DN7504  NAD 83(2011) Y  - -4,668,218.393 (meters)                     COMP
 DN7504  NAD 83(2011) Z  -  3,827,958.208 (meters)                     COMP
 DN7504
 DN7504  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7504  Standards:
 DN7504         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7504            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7504  -------------------------------------------------------------------
 DN7504  NETWORK    0.09   0.11           0.03   0.04   0.06     -0.54101000
 DN7504  -------------------------------------------------------------------
 DN7504
 DN7504.The coordinates were established by GPS observations
 DN7504.and adjusted by the National Geodetic Survey in April 2025.
 DN7504
 DN7504.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7504.been affixed to the stable North American Tectonic Plate. 
 DN7504
 DN7504.The coordinates are valid at the epoch date displayed above
 DN7504.which is a decimal equivalence of Year/Month/Day.
 DN7504
 DN7504.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DN7504.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DN7504.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DN7504.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DN7504.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DN7504.published epoch of 2010.00.
 DN7504
 DN7504.Additional information on MYCS is available at:
 DN7504.https://geodesy.noaa.gov/CORS/index.shtml
 DN7504
 DN7504.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7504.GEOID18 height accuracy estimate available here.
 DN7504
 DN7504.The PID for the CORS L1 Phase Center is DO1572.
 DN7504
 DN7504.Click photographs - Photos may exist for this station.
 DN7504
 DN7504.The XYZ, and position/ellipsoidal ht. are equivalent.
 DN7504
 DN7504.The ellipsoidal height was determined by GPS observations
 DN7504.and is referenced to NAD 83.
 DN7504
 DN7504. The following values were computed from the NAD 83(2011) position.
 DN7504
 DN7504;                    North         East     Units Scale Factor Converg.
 DN7504;SPC UT S     - 3,051,593.554   316,005.528   MT  1.00001935   -1 16 06.4
 DN7504;SPC UT S     -10,011,769.85  1,036,761.47   sFT  1.00001935   -1 16 06.4
 DN7504;UTM  12      - 4,110,520.974   271,624.646   MT  1.00024253   -1 33 05.6
 DN7504
 DN7504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7504!SPC UT S     -   0.99985948  x   1.00001935  =   0.99987882
 DN7504!UTM  12      -   0.99985948  x   1.00024253  =   1.00010197
 DN7504
 DN7504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG7162410520(NAD 83)
 DN7504
 DN7504                          SUPERSEDED SURVEY CONTROL
 DN7504
 DN7504  NAD 83(2011)-  37 06 47.48130(N)    113 34 13.02325(W) AD(2010.00) c
 DN7504  ELLIP H (08/??/19)  895.565  (m)                       GP(2010.00) c c
 DN7504  NAD 83(2011)-  37 06 47.48170(N)    113 34 13.02341(W) AD(2010.00) c
 DN7504  ELLIP H (03/??/13)  895.579  (m)                       GP(2010.00) c c
 DN7504  NAD 83(2011)-  37 06 47.48151(N)    113 34 13.02335(W) AD(2010.00) c
 DN7504  ELLIP H (04/??/12)  895.634  (m)                       GP(2010.00) c c
 DN7504  NAD 83(CORS)-  37 06 47.48115(N)    113 34 13.02321(W) AD(2002.00) c
 DN7504  ELLIP H (04/??/12)  895.565  (m)                       GP(2002.00) c c
 DN7504
 DN7504.Superseded values are not recommended for survey control.
 DN7504
 DN7504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7504.See file dsdata.pdf to determine how the superseded data were derived.
 DN7504
 DN7504_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DN7504
 DN7504                          STATION DESCRIPTION
 DN7504
 DN7504'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DN7504'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DN7504'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DN7504'AND LOG FILES ACCESSIBLE AT:
 DN7504'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0863 ***********************************************************************
 LO0863  DESIGNATION -  ST MARKS
 LO0863  PID         -  LO0863
 LO0863  STATE/COUNTY-  UT/SALT LAKE
 LO0863  COUNTRY     -  US
 LO0863  USGS QUAD   -  SUGAR HOUSE (2017)
 LO0863
 LO0863                         *CURRENT SURVEY CONTROL
 LO0863  ______________________________________________________________________
 LO0863* NAD 83(1994) POSITION- 40 41 09.97088(N) 111 51 27.70352(W)   ADJUSTED
 LO0863* NAVD 88 ORTHO HEIGHT -  1344.4   (meters)     4411.    (feet) VERTCON3
 LO0863  ______________________________________________________________________
 LO0863  GEOID HEIGHT    -        -16.795 (meters)                     GEOID18
 LO0863  LAPLACE CORR    -         11.49  (seconds)                    DEFLEC18
 LO0863  HORZ ORDER      -  FIRST
 LO0863
 LO0863.The horizontal coordinates were established by classical geodetic methods
 LO0863.and adjusted by the National Geodetic Survey in November 1997.
 LO0863
 LO0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0863
 LO0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0863.GEOID18 height accuracy estimate available here.
 LO0863
 LO0863.Click photographs - Photos may exist for this station.
 LO0863
 LO0863.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0863
 LO0863. The following values were computed from the NAD 83(1994) position.
 LO0863
 LO0863;                    North         East     Units Scale Factor Converg.
 LO0863;SPC UT C     - 2,261,273.270   469,762.711   MT  1.00000918   -0 13 44.9
 LO0863;SPC UT C     - 7,418,860.72  1,541,213.16   sFT  1.00000918   -0 13 44.9
 LO0863;UTM  12      - 4,504,266.124   427,524.963   MT  0.99966465   -0 33 33.0
 LO0863
 LO0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0863!SPC UT C     -   0.99979179  x   1.00000918  =   0.99980097
 LO0863!UTM  12      -   0.99979179  x   0.99966465  =   0.99945651
 LO0863
 LO0863:                Primary Azimuth Mark                     Grid Az
 LO0863:SPC UT C     -  SALT LAKE CITY INTST BRICK STK           354 43 31.1
 LO0863:UTM  12      -  SALT LAKE CITY INTST BRICK STK           355 03 19.2
 LO0863
 LO0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2752404266(NAD 83)
 LO0863
 LO0863|---------------------------------------------------------------------|
 LO0863| PID    Reference Object                     Distance      Geod. Az  |
 LO0863|                                                           dddmmss.s |
 LO0863| CM6519 ST MARKS RM 1                         6.358 METERS 19135     |
 LO0863| LO0940 MURRAY BUEHNER CO S STACK           APPROX. 4.3 KM 2213543.9 |
 LO0863| LO0935 MURRAY BUEHNER CO N STACK           APPROX. 4.3 KM 2222147.5 |
 LO0863| CM6520 ST MARKS RM 2                         8.920 METERS 28649     |
 LO0863| LO0937 SOUTH SALT LAKE MUNICIPAL TANK      APPROX. 4.6 KM 3170424.1 |
 LO0863| LO0864 SALT LAKE CITY INTST BRICK STK      APPROX. 1.9 KM 3542946.2 |
 LO0863|---------------------------------------------------------------------|
 LO0863
 LO0863                          SUPERSEDED SURVEY CONTROL
 LO0863
 LO0863  NAD 83(1993)-  40 41 09.97088(N)    111 51 27.70323(W) AD(       ) 1
 LO0863  NAD 83(1986)-  40 41 09.95923(N)    111 51 27.69531(W) AD(       ) 1
 LO0863  NAD 27      -  40 41 10.14916(N)    111 51 24.93238(W) AD(       ) 1
 LO0863  NGVD 29 (07/19/86) 1343.4    (m)         4407.     (f) VERT ANG       
 LO0863
 LO0863.Superseded values are not recommended for survey control.
 LO0863
 LO0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0863.See file dsdata.pdf to determine how the superseded data were derived.
 LO0863
 LO0863_MARKER: DH = HORIZONTAL CONTROL DISK
 LO0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0863_STAMPING: ST MARKS 1973
 LO0863_MARK LOGO: NGS
 LO0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0863+STABILITY: SURFACE MOTION
 LO0863
 LO0863  HISTORY     - Date     Condition        Report By
 LO0863  HISTORY     - 1973     MONUMENTED       NGS
 LO0863
 LO0863                          STATION DESCRIPTION
 LO0863
 LO0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0863'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF SALT LAKE CITY,
 LO0863'ON THE ROOF OF THE WEST WING OF ST MARKS HOSPITAL AT THE
 LO0863'INTERSECTION OF 1300 EAST AND 3900 SOUTH.
 LO0863'
 LO0863'THE STATION MARK IS A STANDARD DISK STAMPED ST MARKS 1973, SET
 LO0863'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LO0863'2 INCHES ABOVE THE ROOF OF THE BUILDING, THE SUB-SURFACE MARK
 LO0863'IS A SMALL METAL DISK WITH A PUNCH MARK THAT IS GLUED TO THE
 LO0863'ROOF OF THE BUILDING.  IT IS 24 FEET NORTHEAST OF THE LADDER
 LO0863'TO THE ROOF AND 12 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 LO0863'ROOF.
 LO0863'
 LO0863'REFERENCE MARK 1 IS AN ARROW SCRIBED IN THE METAL FLASHING OF
 LO0863'THE EDGE OF THE LOW WALL AROUND THE ROOF OF THE BUILDING AND
 LO0863'STAMPED ST MARKS RM NO 1 1973.  IT IS 2 FEET EAST OF THE LADDER
 LO0863'AND 21 FEET WEST OF THE SOUTHEAST CORNER OF THE ROOF.
 LO0863'
 LO0863'REFERENCE MARK 2 IS AN ARROW SCRIBED IN THE METAL FLASHING OF
 LO0863'THE EDGE OF THE LOW WALL AROUND THE ROOF OF THE BUILDING AND
 LO0863'STAMPED ST MARKS RM NO 2 1973.  IT IS 18 FEET WEST OF THE
 LO0863'NORTHEAST CORNER OF THE ROOF AND ON THE NORTH SIDE OF THE
 LO0863'BUILDING.
 LO0863'
 LO0863'NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DF3585 ***********************************************************************
 DF3585  DESIGNATION -  STAKE
 DF3585  PID         -  DF3585
 DF3585  STATE/COUNTY-  UT/IRON
 DF3585  COUNTRY     -  US
 DF3585  USGS QUAD   -  UVADA (2017)
 DF3585
 DF3585                         *CURRENT SURVEY CONTROL
 DF3585  ______________________________________________________________________
 DF3585* NAD 83(1994) POSITION- 37 44 07.99770(N) 114 01 39.09604(W)   ADJUSTED
 DF3585* NAVD 88 ORTHO HEIGHT -  1752.6   (meters)     5750.    (feet) VERTCON3
 DF3585  ______________________________________________________________________
 DF3585  GEOID HEIGHT    -        -23.184 (meters)                     GEOID18
 DF3585  LAPLACE CORR    -          0.67  (seconds)                    DEFLEC18
 DF3585  HORZ ORDER      -  THIRD
 DF3585
 DF3585.The horizontal coordinates were established by classical geodetic methods
 DF3585.and adjusted by the National Geodetic Survey in January 2003.
 DF3585
 DF3585.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF3585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF3585
 DF3585.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF3585.GEOID18 height accuracy estimate available here.
 DF3585
 DF3585.Click photographs - Photos may exist for this station.
 DF3585
 DF3585.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF3585
 DF3585. The following values were computed from the NAD 83(1994) position.
 DF3585
 DF3585;                    North         East     Units Scale Factor Converg.
 DF3585;SPC UT S     - 3,121,639.253   277,244.195   MT  0.99995165   -1 32 54.9
 DF3585;SPC UT S     -10,241,578.12    909,592.00   sFT  0.99995165   -1 32 54.9
 DF3585;UTM  11      - 4,180,635.504   761,939.321   MT  1.00044519   +1 49 12.9
 DF3585;UTM  12      - 4,180,791.148   233,208.154   MT  1.00047680   -1 51 14.4
 DF3585
 DF3585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3585!SPC UT S     -   0.99972870  x   0.99995165  =   0.99968036
 DF3585!UTM  11      -   0.99972870  x   1.00044519  =   1.00017376
 DF3585!UTM  12      -   0.99972870  x   1.00047680  =   1.00020537
 DF3585
 DF3585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB6193980635(NAD 83)
 DF3585
 DF3585                          SUPERSEDED SURVEY CONTROL
 DF3585
 DF3585  NGVD 29 (01/13/03) 1751.4    (m)         5746.     (f) VERT ANG       
 DF3585
 DF3585.Superseded values are not recommended for survey control.
 DF3585
 DF3585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF3585.See file dsdata.pdf to determine how the superseded data were derived.
 DF3585
 DF3585_MARKER: DD = SURVEY DISK
 DF3585_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 DF3585_STAMPING: STAKE 1957
 DF3585_MARK LOGO: USDA
 DF3585_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF3585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF3585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF3585+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2021
 DF3585
 DF3585  HISTORY     - Date     Condition        Report By
 DF3585  HISTORY     - 1957     MONUMENTED       USFS
 DF3585  HISTORY     - 20211007 GOOD             INDIV
 DF3585
 DF3585                          STATION DESCRIPTION
 DF3585
 DF3585'DESCRIBED BY US FOREST SERVICE 1957
 DF3585'LOCATED ABOUT 20 MI NW OF ENTERPRISE, ABOUT 6.5 MI SW OF MODENA, ABOUT
 DF3585'2.0 MI E OF UTAH-NEVADA STATE LINE, ABOUT 0.3 MI N OF STATE HIGHWAY 56
 DF3585'ON THE SOUTHEAST END OF A LOW SAGE-COVERED TOP, ABOUT 10 FT LOWER THAN
 DF3585'THE TOP.  TO REACH FROM THE UNION PACIFIC RR X-ING IN MODENA GO W AND
 DF3585'SW ALONG HIGHWAY 56 FOR 7.0 MI TO THE WEST END OF A SMALL CUT, TURN
 DF3585'RIGHT ON DIM RD FOR 7.05 MI, TURN LEFT ON DIM TRACK RD, FOLLOW DIM
 DF3585'TRACK RD TO TOP OF LOW HILL AND STATION.  STATION MARK STANDARD US
 DF3585'DEPARTMENT OF AGRICULTURE TABLET STAMPED--- STAKE 1957---SET ON A 1
 DF3585'INCH GALVANIZED PIPE PROJECTING 0.4 FT ABOVE GROUND.
 DF3585
 DF3585                          STATION RECOVERY (2021)
 DF3585
 DF3585'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 DF3585'THE DIM TRACK AS DESCRIBED IN 1957 IS APPROXIMATELY 100 FT (30.5 M)
 DF3585'NORTH OF THE STATION.
 DF3585'
 DF3585'THE STATION IS 6 FT (1.8 M) EAST-NORTHEAST OF AN UNSIGNED STEEL POST
 DF3585'AND THE POST IS CLEARLY VISIBLE FROM THE DIM TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0456 ***********************************************************************
 LP0456  DESIGNATION -  STAN
 LP0456  PID         -  LP0456
 LP0456  STATE/COUNTY-  UT/TOOELE
 LP0456  COUNTRY     -  US
 LP0456  USGS QUAD   -  DESERET PEAK EAST (2017)
 LP0456
 LP0456                         *CURRENT SURVEY CONTROL
 LP0456  ______________________________________________________________________
 LP0456* NAD 83(1994) POSITION- 40 23 35.67820(N) 112 35 27.57238(W)   ADJUSTED
 LP0456* NAVD 88 ORTHO HEIGHT -  3142.4   (meters)    10310.    (feet) VERTCON3
 LP0456  ______________________________________________________________________
 LP0456  GEOID HEIGHT    -        -17.124 (meters)                     GEOID18
 LP0456  LAPLACE CORR    -          3.59  (seconds)                    DEFLEC18
 LP0456  HORZ ORDER      -  THIRD
 LP0456
 LP0456.The horizontal coordinates were established by classical geodetic methods
 LP0456.and adjusted by the National Geodetic Survey in November 1997.
 LP0456
 LP0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0456
 LP0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0456.GEOID18 height accuracy estimate available here.
 LP0456
 LP0456.Click photographs - Photos may exist for this station.
 LP0456
 LP0456.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0456
 LP0456. The following values were computed from the NAD 83(1994) position.
 LP0456
 LP0456;                    North         East     Units Scale Factor Converg.
 LP0456;SPC UT C     - 2,229,257.937   407,379.860   MT  0.99994623   -0 41 55.9
 LP0456;SPC UT C     - 7,313,823.75  1,336,545.42   sFT  0.99994623   -0 41 55.9
 LP0456;UTM  12      - 4,472,619.982   364,972.804   MT  0.99982443   -1 01 52.2
 LP0456
 LP0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0456!SPC UT C     -   0.99950998  x   0.99994623  =   0.99945623
 LP0456!UTM  12      -   0.99950998  x   0.99982443  =   0.99933449
 LP0456
 LP0456:                Primary Azimuth Mark                     Grid Az
 LP0456:SPC UT C     -  DESERET                                  338 32 38.6
 LP0456:UTM  12      -  DESERET                                  338 52 34.9
 LP0456
 LP0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK6497272619(NAD 83)
 LP0456
 LP0456|---------------------------------------------------------------------|
 LP0456| PID    Reference Object                     Distance      Geod. Az  |
 LP0456|                                                           dddmmss.s |
 LP0456| LP0457 DESERET                             APPROX. 7.9 KM 3375042.7 |
 LP0456|---------------------------------------------------------------------|
 LP0456
 LP0456                          SUPERSEDED SURVEY CONTROL
 LP0456
 LP0456  NAD 83(1993)-  40 23 35.67372(N)    112 35 27.56411(W) AD(       ) 3
 LP0456  NAD 83(1986)-  40 23 35.66910(N)    112 35 27.56283(W) AD(       ) 3
 LP0456  NAD 27      -  40 23 35.87750(N)    112 35 24.70664(W) AD(       ) 3
 LP0456  NGVD 29 (07/19/86) 3141.0    (m)        10305.     (f) VERT ANG       
 LP0456
 LP0456.Superseded values are not recommended for survey control.
 LP0456
 LP0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0456.See file dsdata.pdf to determine how the superseded data were derived.
 LP0456
 LP0456_MARKER: DD = SURVEY DISK
 LP0456_SETTING: 66 = SET IN ROCK OUTCROP
 LP0456_STAMPING: STAN 1955
 LP0456_MARK LOGO: USGS
 LP0456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0456+STABILITY: POSITION/ELEVATION WELL
 LP0456
 LP0456  HISTORY     - Date     Condition        Report By
 LP0456  HISTORY     - 1955     MONUMENTED       USGS
 LP0456
 LP0456                          STATION DESCRIPTION
 LP0456
 LP0456'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LP0456'LOCATED ABOUT 15 MI. NE. OF MAIN GATE TO DUGWAY PROVING GROUND, 10 MI.
 LP0456'NW. OF ST. JOHN AND 3 MI. N. OF JOHNSON PASS, ON THE SOUTHERNMOST AND
 LP0456'HIGHEST PEAK OF STANBURY MTNS.
 LP0456'
 LP0456'TO REACH FROM JUNCTION OF MAIN STREET OF ST. JOHN AND STATE HIGHWAY 58
 LP0456'ABOUT 1 MI. S. OF ST. JOHN, DRIVE W. ON STATE HIGHWAY 58 FOR 8.1 MI.
 LP0456'TO JOHNSON PASS, CONTINUE ON 3.8 MI. TO DIRT Y-RD., TURN RIGHT (W.)
 LP0456'ON DIRT RD. 0.5 MI. TO Y-RD., TURN RIGHT (E.) 0.2 MI. TO Y-RD., TURN
 LP0456'RIGHT (E.) 4.1 MI. TO AN OLD C.C.C. CAMP SITE (TIN BUILDINGS).  HIKE
 LP0456'E. FOLLOWING MAIN DRAIN TO HIGHEST POINT OF RIDGE JUST S. OF STATION
 LP0456'AND N. ALONG RIDGE TO STATION.  ABOUT 4-1/2 HOUR PACK.
 LP0456'
 LP0456'STATION MARK--STANDARD ALUMINUM TABLET STAMPED ---STAN 1955---
 LP0456'CEMENTED IN ROCK OUTCROP.
 LP0456'
 LP0456'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN TREE, 34.81 FT. FROM
 LP0456'STATION MARK, S 31 DEG 39 MIN W.
 LP0456'
 LP0456'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN TREE, 18.35 FT. FROM
 LP0456'STATION MARK, N 63 DEG 45 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0676 ***********************************************************************
 LN0676  DESIGNATION -  STANAKER
 LN0676  PID         -  LN0676
 LN0676  STATE/COUNTY-  UT/UINTAH
 LN0676  COUNTRY     -  US
 LN0676  USGS QUAD   -  STEINAKER RESERVOIR (2017)
 LN0676
 LN0676                         *CURRENT SURVEY CONTROL
 LN0676  ______________________________________________________________________
 LN0676* NAD 83(1994) POSITION- 40 30 21.41842(N) 109 32 11.66542(W)   ADJUSTED
 LN0676* NAVD 88 ORTHO HEIGHT -  1719.2   (meters)     5640.    (feet) VERTCON3
 LN0676  ______________________________________________________________________
 LN0676  GEOID HEIGHT    -        -16.290 (meters)                     GEOID18
 LN0676  LAPLACE CORR    -         -4.22  (seconds)                    DEFLEC18
 LN0676  HORZ ORDER      -  FIRST
 LN0676
 LN0676.The horizontal coordinates were established by classical geodetic methods
 LN0676.and adjusted by the National Geodetic Survey in November 1997.
 LN0676
 LN0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0676
 LN0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0676.GEOID18 height accuracy estimate available here.
 LN0676
 LN0676.Click photographs - Photos may exist for this station.
 LN0676
 LN0676.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0676
 LN0676. The following values were computed from the NAD 83(1994) position.
 LN0676
 LN0676;                    North         East     Units Scale Factor Converg.
 LN0676;SPC UT C     - 2,243,034.178   666,401.750   MT  0.99996734   +1 15 27.8
 LN0676;SPC UT C     - 7,359,021.30  2,186,353.07   sFT  0.99996734   +1 15 27.8
 LN0676;UTM  12      - 4,484,943.773   623,992.932   MT  0.99978924   +0 57 02.4
 LN0676
 LN0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0676!SPC UT C     -   0.99973294  x   0.99996734  =   0.99970029
 LN0676!UTM  12      -   0.99973294  x   0.99978924  =   0.99952224
 LN0676
 LN0676:                Primary Azimuth Mark                     Grid Az
 LN0676:SPC UT C     -  GREEN                                    063 47 32.8
 LN0676:UTM  12      -  GREEN                                    064 05 58.2
 LN0676
 LN0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK2399284943(NAD 83)
 LN0676
 LN0676|---------------------------------------------------------------------|
 LN0676| PID    Reference Object                     Distance      Geod. Az  |
 LN0676|                                                           dddmmss.s |
 LN0676| LN0608 GREEN                               APPROX. 7.6 KM 0650300.6 |
 LN0676| CP5841 STANAKER RM 1                         7.888 METERS 12224     |
 LN0676| CP5842 STANAKER RM 2                         9.615 METERS 33750     |
 LN0676|---------------------------------------------------------------------|
 LN0676
 LN0676                          SUPERSEDED SURVEY CONTROL
 LN0676
 LN0676  NAD 83(1993)-  40 30 21.41782(N)    109 32 11.66495(W) AD(       ) 1
 LN0676  NAD 83(1986)-  40 30 21.39736(N)    109 32 11.65092(W) AD(       ) 1
 LN0676  NAD 27      -  40 30 21.54400(N)    109 32 09.15700(W) AD(       ) 1
 LN0676  NGVD 29 (07/19/86) 1717.9    (m)         5636.     (f) VERT ANG       
 LN0676
 LN0676.Superseded values are not recommended for survey control.
 LN0676
 LN0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0676.See file dsdata.pdf to determine how the superseded data were derived.
 LN0676
 LN0676_MARKER: DS = TRIANGULATION STATION DISK
 LN0676_SETTING: 66 = SET IN ROCK OUTCROP
 LN0676_STAMPING: STANAKER 1946
 LN0676_MARK LOGO: CGS
 LN0676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0676+STABILITY: POSITION/ELEVATION WELL
 LN0676
 LN0676  HISTORY     - Date     Condition        Report By
 LN0676  HISTORY     - 1946     MONUMENTED       CGS
 LN0676  HISTORY     - 1955     GOOD             CGS
 LN0676  HISTORY     - 1967     GOOD             CGS
 LN0676
 LN0676                          STATION DESCRIPTION
 LN0676
 LN0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0676'THE STATION IS LOCATED ON THE EASTERN SLOPE OF A LONG NEAR
 LN0676'RIDGE EXTENDING WESTWARD AND UPWARD FROM STANAKER DRAW, IT
 LN0676'IS CONSIDERABLY HIGHER TO THE WEST THAN AT THE STATION SITE,
 LN0676'IT IS NEAR THE SELECTED POINT OF THE WEST END OF THE STANAKER
 LN0676'DAM SITE WHICH IS ABOUT 3.4 MILES AIRLINE NORTH OF VERNAL,
 LN0676'ON THE CREST OF A RIDGE, 22 PACES ENE OF A POWER LINE POLE, SET
 LN0676'IN OUTCROPPING BEDROCK WHICH PROJECTS 6 INCHES AND IS
 LN0676'STAMPED--STANAKER 1946.
 LN0676'
 LN0676'R.M. NO. 1 IS ABOUT 18 INCHES LOWER THAN THE STATION, SET IN
 LN0676'OUTCROPPING BEDROCK WHICH PROJECTS 8 INCHES AND IS STAMPED--
 LN0676'STANAKER NO 1 1946.
 LN0676'
 LN0676'R.M. NO. 2 IS ABOUT 1 FOOT LOWER THAN THE STATION, II PACES
 LN0676'WEST OF A POWER LINE POLE, SET IN OUTCROPPING BEDROCK WHICH
 LN0676'PROJECTS 6 INCHES AND IS STAMPED--STANAKER NO 2 1946.
 LN0676'
 LN0676'STATION GREEN 1946 WAS USED AS AZIMUTH MARK, NEITHER OF THE TWO
 LN0676'RECLAMATION MARKS MENTIONED IN THE RECONNAISANCE NOTES WERE
 LN0676'OBSERVED ON FROM THE STATION AS NEITHER WOULD SEE.
 LN0676'
 LN0676'TO REACH FROM VERNAL, GO NORTH ON STATE HIGHWAY 44 FOR 3.5
 LN0676'MILES TO A ROAD LEFT BETWEEN CANAL AND BRIDGE OVER STANAKER
 LN0676'DRAW.  TURN LEFT, GO 100 YARDS TO A Y-INTERSECTION.  TAKE
 LN0676'LEFT FORK FOR 0.2 MILE TO A ROAD RIGHT, UP DRAW.  TURN RIGHT,
 LN0676'THENCE RIGHT AGAIN FOR 0.15 MILE TO TOP OF RIDGE.  STATION IS
 LN0676'APPROXIMATELY 0.2 MILE WEST UP RIDGE.  A 15 MINUTE PACK.
 LN0676
 LN0676                          STATION RECOVERY (1955)
 LN0676
 LN0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 LN0676'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LN0676
 LN0676                          STATION RECOVERY (1967)
 LN0676
 LN0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RAD)
 LN0676'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN GOOD
 LN0676'CONDITION.
 LN0676'
 LN0676'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 4
 LN0676'MILES N. OF VERNAL, UTAH
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0468 ***********************************************************************
 KO0468  DESIGNATION -  STANDPIPE NEAR CROSS
 KO0468  PID         -  KO0468
 KO0468  STATE/COUNTY-  UT/MILLARD
 KO0468  COUNTRY     -  US
 KO0468  USGS QUAD   -  BUCKSKIN HILLS (2017)
 KO0468
 KO0468                         *CURRENT SURVEY CONTROL
 KO0468  ______________________________________________________________________
 KO0468* NAD 83(1994) POSITION- 39 04 52.27481(N) 113 45 47.30265(W)   ADJUSTED
 KO0468  ______________________________________________________________________
 KO0468  GEOID HEIGHT    -        -20.223 (meters)                     GEOID18
 KO0468  LAPLACE CORR    -          2.16  (seconds)                    DEFLEC18
 KO0468  HORZ ORDER      -  THIRD
 KO0468
 KO0468.The horizontal coordinates were established by classical geodetic methods
 KO0468.and adjusted by the National Geodetic Survey in November 1997.
 KO0468
 KO0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0468.GEOID18 height accuracy estimate available here.
 KO0468
 KO0468.Click photographs - Photos may exist for this station.
 KO0468
 KO0468.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0468
 KO0468. The following values were computed from the NAD 83(1994) position.
 KO0468
 KO0468;                    North         East     Units Scale Factor Converg.
 KO0468;SPC UT C     - 2,085,504.550   304,200.484   MT  0.99998470   -1 26 59.0
 KO0468;SPC UT C     - 6,842,192.84    998,031.09   sFT  0.99998470   -1 26 59.0
 KO0468;UTM  12      - 4,329,420.943   260,989.364   MT  1.00030346   -1 44 34.0
 KO0468
 KO0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ6098929420(NAD 83)
 KO0468
 KO0468                          SUPERSEDED SURVEY CONTROL
 KO0468
 KO0468  NAD 83(1986)-  39 04 52.26950(N)    113 45 47.30385(W) AD(       ) 3
 KO0468  NAD 27      -  39 04 52.45800(N)    113 45 44.36700(W) AD(       ) 3
 KO0468
 KO0468.Superseded values are not recommended for survey control.
 KO0468
 KO0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0468.See file dsdata.pdf to determine how the superseded data were derived.
 KO0468
 KO0468_MARKER: 52 = STANDPIPE TANK
 KO0468
 KO0468  HISTORY     - Date     Condition        Report By
 KO0468  HISTORY     - 1957     FIRST OBSERVED   CGS
 KO0468
 KO0468                          STATION DESCRIPTION
 KO0468
 KO0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0468'STATION IS LOCATED, AIRLINE, ABOUT 20 MILES EAST OF BAKER,
 KO0468'NEVADA, 2 MILES NORTH OF U.S. HIGHWAY 6 AND IN AN OPEN AREA
 KO0468'OF DESERT LAND.
 KO0468'
 KO0468'STATION IS A WATER STANDPIPE, RED IN COLOR, ABOUT 12 FEET IN
 KO0468'HEIGHT AND 6 FEET IN WIDTH AND HAS A CONICAL ROOF.  IT HAS TWO
 KO0468'WHITE, METAL BUILDINGS ALONG SIDE OF IT AND TO THE NORTH.
 KO0468'
 KO0468'STATION IS THE CENTER OF THE STAND PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0481 ***********************************************************************
 LP0481  DESIGNATION -  STANSBURY
 LP0481  PID         -  LP0481
 LP0481  STATE/COUNTY-  UT/TOOELE
 LP0481  COUNTRY     -  US
 LP0481  USGS QUAD   -  CORRAL CANYON (2017)
 LP0481
 LP0481                         *CURRENT SURVEY CONTROL
 LP0481  ______________________________________________________________________
 LP0481* NAD 83(1994) POSITION- 40 51 34.20362(N) 112 30 23.86131(W)   ADJUSTED
 LP0481* NAVD 88 ORTHO HEIGHT -  2015.    (meters)     6611.    (feet) SCALED
 LP0481  ______________________________________________________________________
 LP0481  GEOID HEIGHT    -        -17.306 (meters)                     GEOID18
 LP0481  LAPLACE CORR    -          2.61  (seconds)                    DEFLEC18
 LP0481  HORZ ORDER      -  FIRST
 LP0481
 LP0481.The horizontal coordinates were established by classical geodetic methods
 LP0481.and adjusted by the National Geodetic Survey in November 1997.
 LP0481
 LP0481.The orthometric height was scaled from a topographic map.
 LP0481
 LP0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0481.GEOID18 height accuracy estimate available here.
 LP0481
 LP0481.Click photographs - Photos may exist for this station.
 LP0481
 LP0481.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0481
 LP0481. The following values were computed from the NAD 83(1994) position.
 LP0481
 LP0481;                    North         East     Units Scale Factor Converg.
 LP0481;SPC UT C     - 2,280,946.825   415,124.361   MT  1.00005888   -0 38 41.4
 LP0481;SPC UT C     - 7,483,406.38  1,361,953.84   sFT  1.00005888   -0 38 41.4
 LP0481;UTM  12      - 4,524,252.875   373,019.445   MT  0.99979846   -0 59 08.8
 LP0481
 LP0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0481!SPC UT C     -   0.99968673  x   1.00005888  =   0.99974560
 LP0481!UTM  12      -   0.99968673  x   0.99979846  =   0.99948526
 LP0481
 LP0481:                Primary Azimuth Mark                     Grid Az
 LP0481:SPC UT C     -  STANSBURY AZ MK                          270 28 02.8
 LP0481:UTM  12      -  STANSBURY AZ MK                          270 48 30.2
 LP0481
 LP0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL7301924252(NAD 83)
 LP0481
 LP0481|---------------------------------------------------------------------|
 LP0481| PID    Reference Object                     Distance      Geod. Az  |
 LP0481|                                                           dddmmss.s |
 LP0481| CM6522 STANSBURY RM 1                        6.106 METERS 04647     |
 LP0481| CM6523 STANSBURY RM 2                        5.646 METERS 11359     |
 LP0481| LP0424 BEACON 61A NEAR STA LAKE POINT      APPROX.27.4 KM 1284632.6 |
 LP0481| LP0447 BEACON 59 AT STOCKTON 61A           APPROX.46.2 KM 1644636.0 |
 LP0481| LP0482 SAN FRANCIS SALT LK AWY BN 59       APPROX.17.0 KM 2243309.1 |
 LP0481| CM6521 STANSBURY AZ MK                                    2694921.4 |
 LP0481|---------------------------------------------------------------------|
 LP0481
 LP0481                          SUPERSEDED SURVEY CONTROL
 LP0481
 LP0481  NAD 83(1993)-  40 51 34.19405(N)    112 30 23.85584(W) AD(       ) 1
 LP0481  NAD 83(1986)-  40 51 34.19255(N)    112 30 23.85176(W) AD(       ) 1
 LP0481  NAD 27      -  40 51 34.41171(N)    112 30 21.00646(W) AD(       ) 1
 LP0481
 LP0481.Superseded values are not recommended for survey control.
 LP0481
 LP0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0481.See file dsdata.pdf to determine how the superseded data were derived.
 LP0481
 LP0481_MARKER: DS = TRIANGULATION STATION DISK
 LP0481_SETTING: 66 = SET IN ROCK OUTCROP
 LP0481_STAMPING: STANSBURY 1940
 LP0481_MARK LOGO: CGS
 LP0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0481+STABILITY: POSITION/ELEVATION WELL
 LP0481
 LP0481  HISTORY     - Date     Condition        Report By
 LP0481  HISTORY     - 1940     MONUMENTED       CGS
 LP0481
 LP0481                          STATION DESCRIPTION
 LP0481
 LP0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LP0481'STATION IS LOCATED ABOUT 18 MILES N OF GRANTSVILLE ON THE
 LP0481'MORE NORTHERLY OF THE TWO HIGHEST PEAKS OF STANSBURY ISLAND.
 LP0481'THIS PEAK IS CONSPICUOUS FROM THE SW AS APPEARING DOME-SHAPED,
 LP0481'DARK IN COLOR AND SURMOUNTING A HIGH, WHITISH CLIFF.
 LP0481'
 LP0481'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN BEDROCK ON
 LP0481'HIGHEST POINT OF HILL.  STAMPED STANSBURY 1940.
 LP0481'
 LP0481'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN BEDROCK
 LP0481'ABOUT 20 FEET NE OF STATION AND ABOUT 4 FEET LOWER IN ELEVATION.
 LP0481'STAMPED STANSBURY NO. 1 1940.
 LP0481'
 LP0481'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN BEDROCK
 LP0481'ABOUT 19 FEET ESE OF STATION AND ABOUT 4 FEET LOWER IN ELEVATION.
 LP0481'STAMPED STANSBURY NO. 2 1940.
 LP0481'
 LP0481'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A 3-INCH SOIL
 LP0481'PIPE ABOUT 2 MILES W OF STATION AND ABOUT 1500 FEET LOWER IN
 LP0481'ELEVATION.  REACHED FROM CORRAL MENTIONED IN THE DESCRIPTION
 LP0481'BY GOING W ON DIM TRACK ROAD FOR 0.1 MILE.  MARK IS ABOUT
 LP0481'50 FEET N OF OLD ROAD AND ABOUT 75 FEET NE OF OLD ABANDONED
 LP0481'HORSE BUGGY.  MARK PROJECTS 5 INCHES ABOVE THE GROUND.  STAMPED
 LP0481'STANSBURY 1940.
 LP0481'
 LP0481'STATION IS REACHED FROM GRANTSVILLE BY FOLLOWING U.S. HIGHWAY
 LP0481'40, NW FOR 7.5 MILES TO STANDARD OIL COMPANY SERVICE STATION
 LP0481'ON LEFT, TURN RIGHT, NE, OPPOSITE STANDARD OIL STATION ON
 LP0481'GRAVELED ROAD AT SIGN STANSBURY ISLAND, 7 MILES.  FOLLOW
 LP0481'THIS ROAD N FOR 6.7 MILES TO GATE.  PASS THROUGH GATE, GO
 LP0481'STRAIGHT AHEAD, N, FOR 0.6 MILE TO FORKS.  TAKE LEFT FORK ON
 LP0481'OLD TRAIL ROAD AND FOLLOW IT N, UP W SIDE OF ISLAND, FOR 6.1
 LP0481'MILES TO A CORRAL ON RIGHT.  TURN RIGHT ON N SIDE OF CORRAL
 LP0481'ON DIM TRACKS AND FOLLOW UP CANYON FOR 1.2 MILES TO END OF
 LP0481'TRUCK TRAVEL.  PACK E UP WASH TO HIGHEST POINT AND STATION.
 LP0481'(2-HOUR PACK.)
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0631 ***********************************************************************
 HO0631  DESIGNATION -  STAR
 HO0631  PID         -  HO0631
 HO0631  STATE/COUNTY-  UT/WASHINGTON
 HO0631  COUNTRY     -  US
 HO0631  USGS QUAD   -  JARVIS PEAK (2017)
 HO0631
 HO0631                         *CURRENT SURVEY CONTROL
 HO0631  ______________________________________________________________________
 HO0631* NAD 83(1994) POSITION- 37 00 34.93152(N) 113 46 04.54728(W)   ADJUSTED
 HO0631* NAVD 88 ORTHO HEIGHT -  1506.0   (meters)     4941.    (feet) VERTCON3
 HO0631  ______________________________________________________________________
 HO0631  GEOID HEIGHT    -        -24.758 (meters)                     GEOID18
 HO0631  LAPLACE CORR    -          8.60  (seconds)                    DEFLEC18
 HO0631  HORZ ORDER      -  FIRST
 HO0631
 HO0631.The horizontal coordinates were established by classical geodetic methods
 HO0631.and adjusted by the National Geodetic Survey in November 1997.
 HO0631
 HO0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0631
 HO0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0631.GEOID18 height accuracy estimate available here.
 HO0631
 HO0631.Click photographs - Photos may exist for this station.
 HO0631
 HO0631.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0631
 HO0631. The following values were computed from the NAD 83(1994) position.
 HO0631
 HO0631;                    North         East     Units Scale Factor Converg.
 HO0631;SPC UT S     - 3,040,519.257   298,164.756   MT  1.00004193   -1 23 22.3
 HO0631;SPC UT S     - 9,975,436.93    978,228.87   sFT  1.00004193   -1 23 22.3
 HO0631;UTM  12      - 4,099,531.202   253,725.181   MT  1.00034723   -1 40 01.2
 HO0631
 HO0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0631!SPC UT S     -   0.99976760  x   1.00004193  =   0.99980952
 HO0631!UTM  12      -   0.99976760  x   1.00034723  =   1.00011474
 HO0631
 HO0631:                Primary Azimuth Mark                     Grid Az
 HO0631:SPC UT S     -  STAR AZ MK                               051 51 28.0
 HO0631:UTM  12      -  STAR AZ MK                               052 08 06.9
 HO0631
 HO0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF5372599531(NAD 83)
 HO0631
 HO0631|---------------------------------------------------------------------|
 HO0631| PID    Reference Object                     Distance      Geod. Az  |
 HO0631|                                                           dddmmss.s |
 HO0631| CH3423 STAR AZ MK                                         0502805.7 |
 HO0631| HO0629 ST GEORGE MORMON TEMPLE SPIRE       APPROX.19.7 KM 0590818.1 |
 HO0631| HO0627 LOS ANGELES SALT LK AWY BN 37A      APPROX.18.1 KM 0594311.7 |
 HO0631| HO0622 LOS ANGELES SALT LK AWY BN 37B      APPROX.27.6 KM 0641721.9 |
 HO0631| HO0625 LOS ANGELES DENVER AWY BN 36        APPROX.22.5 KM 0795406.5 |
 HO0631| CH3424 STAR RM 1                            10.877 METERS 11507     |
 HO0631| CH3425 STAR RM 2                            16.150 METERS 19910     |
 HO0631|---------------------------------------------------------------------|
 HO0631
 HO0631                          SUPERSEDED SURVEY CONTROL
 HO0631
 HO0631  NAD 83(1992)-  37 00 34.92991(N)    113 46 04.54746(W) AD(       ) 1
 HO0631  NAD 83(1986)-  37 00 34.92777(N)    113 46 04.54616(W) AD(       ) 1
 HO0631  NAD 27      -  37 00 35.00500(N)    113 46 01.67200(W) AD(       ) 1
 HO0631  NGVD 29 (07/19/86) 1505.2    (m)         4938.     (f) VERT ANG       
 HO0631
 HO0631.Superseded values are not recommended for survey control.
 HO0631
 HO0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0631.See file dsdata.pdf to determine how the superseded data were derived.
 HO0631
 HO0631_MARKER: DS = TRIANGULATION STATION DISK
 HO0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0631_STAMPING: STAR 1938
 HO0631_MARK LOGO: CGS
 HO0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0631+STABILITY: SURFACE MOTION
 HO0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0631+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2022
 HO0631
 HO0631  HISTORY     - Date     Condition        Report By
 HO0631  HISTORY     - 1938     MONUMENTED       CGS
 HO0631  HISTORY     - 1953     GOOD             CGS
 HO0631  HISTORY     - 1960     GOOD             CGS
 HO0631  HISTORY     - 1962     GOOD             CGS
 HO0631  HISTORY     - 1963     GOOD             USAF
 HO0631  HISTORY     - 1972     GOOD             AZHD
 HO0631  HISTORY     - 20221204 GOOD             PRIVTE
 HO0631
 HO0631                          STATION DESCRIPTION
 HO0631
 HO0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0631'STATION IS 12.5 MILES AIRLINE AND 17.2 MILES BY ROAD SOUTHWEST
 HO0631'OF ST. GEORGE, UTAH.  IT IS ABOUT 0.5 MILE NORTH OF THE
 HO0631'ARIZONA-UTAH STATE LINE.  STATION IS NEAR THE SOUTH END OF
 HO0631'A LOW LYING RIDGE RUNNING IN A SOUTHEAST AND NORTHWEST DIRECTION.
 HO0631'REFERENCE MARK NO. 1 IS EAST OF AND ABOUT ONE FOOT BELOW THE
 HO0631'STATION.  REFERENCE MARK NO. 2 IS SOUTH OF AND ABOUT TWO
 HO0631'FEET BELOW THE STATION.  AZIMUTH MARK IS ABOUT 0.8 MILE
 HO0631'NORTHEAST OF THE STATION, ABOUT 50 YARDS SOUTH OF THE ROAD
 HO0631'AS IT PASSES OVER AN EAST AND WEST RIDGE.  AZIMUTH MARK IS
 HO0631'ON THE TOP OF THE RIDGE.
 HO0631'
 HO0631'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS
 HO0631'SET IN CONCRETE.  AZIMUTH
 HO0631'MARK IS A BRONZE TABLET SET IN BEDROCK.
 HO0631'
 HO0631'STATION IS REACHED FROM THE POST OFFICE IN ST. GEORGE, UTAH,
 HO0631'BY GOING WEST ONE BLOCK, TURN LEFT (S) AND GO FOR 2.3 MILES
 HO0631'TO SANTA CLARA WASH.  THENCE FORD THE WASH AND TAKE RIGHT
 HO0631'FORK (W) AND GO FOR 0.6 MILE TO FORK AT FENCE CORNER ON RIGHT.
 HO0631'THENCE TAKE LEFT FORK AND FOLLOW THE MAIN TRAVELED ROAD FOR
 HO0631'0.4 MILE TO ANOTHER FORK.  THENCE TAKE RIGHT FORK AND GO
 HO0631'FOR 0.85 MILE TO ANOTHER FORK.  THENCE TAKE LEFT FORK, THE
 HO0631'MAIN TRAVELED ROAD, AND GO 1.0 MILE TO A ROAD LEADING WEST,
 HO0631'WHICH IS JUST NORTH OF SOME VACANT HOUSES.  THENCE TURN RIGHT
 HO0631'(W) AND FOLLOW THE MAIN TRAVELED ROAD FOR 2.6 MILES TO A
 HO0631'FORK.  THENCE TAKE LEFT FORK AND GO 6.8 MILES TO ANOTHER
 HO0631'FORK.  THENCE TAKE RIGHT FORK, THE MAIN TRAVELED ROAD, AND GO
 HO0631'2.65 MILES TO THE TOP OF HILL.  STATION SITE IS ABOUT 100
 HO0631'YARDS TO THE LEFT OF THE ROAD.
 HO0631
 HO0631                          STATION RECOVERY (1953)
 HO0631
 HO0631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 HO0631'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 HO0631'CONDITION.
 HO0631'
 HO0631'THE STATION IS ABOUT 12-1/2 MILES WEST-SOUTHWEST OF ST. GEORGE,
 HO0631'UTAH, 12-1/2 MILES NORTHEAST OF LITTLEFIELD, ARIZONA, 11
 HO0631'MILES SOUTHWEST OF SANTA CLARA, UTAH, AND 1/2 MILE NORTH
 HO0631'OF THE UTAH-ARIZONA STATE LINE.  IT IS ON A ROUNDED KNOLL
 HO0631'NEAR THE SOUTH END OF A HIGH RIDGE THAT LIES ABOUT 5 MILES
 HO0631'SOUTHEAST OF THE BEAVER MOUNTAINS.  IT IS ABOUT 2 MILES NORTH
 HO0631'OF THE VIRGIN RIVER GORGE, 1-1/2 MILES SOUTH OF THE HIGHEST
 HO0631'PART OF THE RIDGE, AND 100 YARDS SOUTH OF A DIRT ROAD CROSSING
 HO0631'THE CREST OF THE RIDGE.
 HO0631'
 HO0631'TO REACH THE STATION FROM THE POST OFFICE IN ST. GEORGE GO
 HO0631'WEST FOR ONE BLOCK.  TURN LEFT, SOUTH, PASSING IN FRONT OF A
 HO0631'LARGE, RED-COLORED CHURCH, AND GO 1.7 MILES TO THE END OF THE
 HO0631'PAVEMENT.  CONTINUE SOUTH ON THE GRADED ROAD FOR 1.4 MILES
 HO0631'TO A T INTERSECTION.  CONTINUE STRAIGHT AHEAD, WEST, FOR
 HO0631'1.15 MILES TO A FORK.  TAKE THE RIGHT FORK, SOUTHWEST, FOR
 HO0631'0.85 MILE TO A FORK.  TAKE THE RIGHT FORK, WEST, FOR 2.25
 HO0631'MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE WEST FOR
 HO0631'3.1 MILES TO A GATE.  PASS THROUGH THE GATE AND FOLLOW THE
 HO0631'ROAD WESTERLY FOR 1.05 MILES TO A FORK.  TAKE THE RIGHT FORK
 HO0631'AND CONTINUE WESTERLY FOR 2.0 MILES TO A FORK.  TAKE THE
 HO0631'LEFT FORK, STRAIGHT AHEAD, FOR 0.4 MILE TO A FORK.  TURN
 HO0631'RIGHT AND CONTINUE 0.25 MILE TO A FORK.  TAKE THE LEFT FORK
 HO0631'AND CONTINUE 1.55 MILES WESTERLY TO THE CREST OF A RIDGE
 HO0631'AND THE AZIMUTH MARK ON THE LEFT, 50 YARDS SOUTH OF THE
 HO0631'ROAD.  CONTINUE WESTERLY ON THE MAIN TRAVELED ROAD FOR 0.55
 HO0631'MILE TO A CROSS ROAD.  TURN RIGHT AND CONTINUE WEST UP
 HO0631'HILL FOR 0.2 MILE TO A FORK.  KEEP THE RIGHT FORK, WEST,
 HO0631'AND CONTINUE UP HILL FOR 0.2 MILE TO THE CREST OF THE
 HO0631'RIDGE.  TURN LEFT AND CONTINUE SOUTH-SOUTHWEST ON DIM TRACKS
 HO0631'FOR ABOUT 100 YARDS TO THE SUMMIT OF THE KNOLL AND THE
 HO0631'STATION.
 HO0631'
 HO0631'THE STATION MARK IS A STANDARD DISK STAMPED STAR 1938.  IT IS
 HO0631'SET IN AN 11-INCH SQUARE CONCRETE POST PROJECTING 5 INCHES
 HO0631'ABOVE THE GROUND.  IT IS 8 FEET SOUTHWEST OF A WHITE WITNESS
 HO0631'POST.
 HO0631'
 HO0631'REFERENCE MARK 1 IS A STANDARD DISK STAMPED STAR NO 1 1938.
 HO0631'IT IS SET IN AN 8-INCH SQUARE CONCRETE POST PROJECTING 4
 HO0631'INCHES ABOVE THE GROUND.  IT IS 1 FOOT LOWER THAN THE STATION.
 HO0631'
 HO0631'REFERENCE MARK 2 IS A STANDARD DISK STAMPED STAR NO 2 1938.
 HO0631'IT IS SET IN AN 8-INCH SQUARE CONCRETE POST PROJECTING 4
 HO0631'INCHES ABOVE THE GROUND.  IT IS 2 FEET LOWER THAN THE STATION.
 HO0631'
 HO0631'THE AZIMUTH MARK, A STANDARD DISK STAMPED STAR 1938, IS SET
 HO0631'IN A BEDROCK OUTCROP PROJECTING ABOUT 4 INCHES ABOVE THE
 HO0631'GROUND.  IT IS ON THE CREST OF A LOWER RIDGE ABOUT 0.8 MILE
 HO0631'NORTHEAST OF THE STATION, 150 SOUTH OF THE CENTER LINE OF THE
 HO0631'ROAD, AND 4.5 FEET NORTH OF A WHITE WITNESS POST IN A CAIRN.
 HO0631
 HO0631                          STATION RECOVERY (1960)
 HO0631
 HO0631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 HO0631'THE STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE RECOVERED
 HO0631'IN GOOD CONDITION.
 HO0631'
 HO0631'TO REACH THE STATION FROM THE POST OFFICE IN ST. GEORGE,
 HO0631'UTAH, GO WEST ONE BLOCK, TURN LEFT, PASSING IN FRONT OF A
 HO0631'LARGE RED CHURCH AND FOLLOW THE PAVED ROAD SOUTHWARD FOR 1.7
 HO0631'MILES, CONTINUE SOUTHERLY ON GRAVELED ROAD FOR 2.7 MILES
 HO0631'TO A FORK.  TAKE THE RIGHT FORK AND GO 1.2 MILES, TAKE THE
 HO0631'LEFT FORK AND GO 1.1 MILES, TAKE THE RIGHT FORK AND GO 0.2
 HO0631'MILE, TAKE THE LEFT FORK OUT OF THE WASH AND GO 3.3 MILES
 HO0631'TO A GATE.  GO THROUGH THE GATE AND CONTINUE AHEAD 3.9 MILES,
 HO0631'TAKE THE RIGHT FORK AND GO 1.9 MILES TO A SADDLE.  THE
 HO0631'AZIMUTH MARK IS 150 FEET LEFT OF THE ROAD IN THE SADDLE.
 HO0631'CONTINUE AHEAD 0.3 MILE, TAKE THE LEFT FORK ACROSS THE
 HO0631'VALLEY AND GO 0.7 MILE TO THE HIGHEST POINT IN THE
 HO0631'IMMEDIATE VICINITY AND THE STATION.
 HO0631
 HO0631                          STATION RECOVERY (1962)
 HO0631
 HO0631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 HO0631'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN
 HO0631'GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE DISTANCE
 HO0631'TO THE REFERENCE MARKS.  THE DIRECTION TO ALL MARKS CHECKED.
 HO0631'
 HO0631'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE EXCEPTION OF
 HO0631'THE TO REACH.  A NEW TO REACH FOLLOWS.
 HO0631'
 HO0631'TO REACH THE STATION FROM THE POST OFFICE IN ST. GEORGE, UTAH,
 HO0631'GO WEST FOR 1 BLOCK TO MAIN STREET, TURN LEFT ON MAIN STREET
 HO0631'(SOUTH) FOR 1.7 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND
 HO0631'GO WESTERLY FOR 0.7 MILE TO A SIDE ROAD LEFT, TURN LEFT OFF OF
 HO0631'BLACK TOP ROAD FOR 0.3 MILE TO A T INTERSECTION, TURN RIGHT
 HO0631'AND GO WESTERLY FOR 0.3 MILE TO A SIDE ROAD RIGHT, CONTINUE
 HO0631'STRAIGHT AHEAD FOR 1.1 MILES TO A FORK, KEEP RIGHT FORK FOR
 HO0631'0.9 MILE TO A FORK, KEEP RIGHT FORK FOR 2.3 MILES TO A FORK,
 HO0631'KEEP LEFT FORK FOR 3.1 MILES TO A GATE, PASS THROUGH GATE
 HO0631'AND FOLLOW MAIN ROAD MAKING SEVERAL SWITCH BACKS UP GRADE
 HO0631'FOR 1.3 MILES TO A REVERSE Y FORK, CONTINUE WESTERLY ON
 HO0631'MAIN ROAD FOR 0.8 MILE TO A FORK, KEEP LEFT FORK FOR 1.65
 HO0631'MILES TO A GRADED CROSSROAD, CONTINUE AHEAD FOR 0.25 MILE
 HO0631'TO A FORK, KEEP LEFT FORK FOR ABOUT 100 FEET TO A FORK, KEEP
 HO0631'RIGHT FORK FOR 1.4 MILES TO A METAL STORAGE TANK IN A DRAW,
 HO0631'CONTINUE ON MAIN ROAD FOR 0.5 MILE TO TOP OF SADDLE AND
 HO0631'THE AZIMUTH MARK ON THE LEFT ABOUT 150 FEET SOUTH OF
 HO0631'ROAD, CONTINUE FOR 0.2 MILE TO A FORK, KEEP LEFT FORK FOR
 HO0631'0.15 MILE TO A FORK, KEEP LEFT FORK FOR 0.15 MILE TO A
 HO0631'TRACK CROSSROAD, CONTINUE AHEAD UP GRADE FOR 0.4 MILE TO
 HO0631'TOP OF GRADE, TURN LEFT AND GO SOUTHERLY FOR ABOUT 0.05
 HO0631'MILE TO THE STATION.
 HO0631'
 HO0631'HEIGHT OF LIGHT ABOVE STATION MARK 1.20 METERS.
 HO0631
 HO0631                          STATION RECOVERY (1963)
 HO0631
 HO0631'RECOVERY NOTE BY US AIR FORCE 1963
 HO0631'FROM THE INTERSECTION OF FIRST NORTH AND MAIN ST IN ST GEORGE,
 HO0631'TRAVEL S FOR 1.9 MI. ALONG MAIN ST TO AN INTERSECTION WITH A
 HO0631'PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.8 MILE W AND S
 HO0631'TO AN INTERSECTION WITH A DIRT ROAD LEFT, S.  TURN LEFT AND
 HO0631'PROCEED 0.2 MI TO A BRIDGE.  CROSS BRIDGE AND CONTINUE 0.1
 HO0631'MI TO A T INTERSECTION E AND W.  TURN RIGHT, W, AND GO 0.2
 HO0631'MI TO A Y INTERSECTION.  KEEP LEFT AND HEAD W AND THEN S
 HO0631'0.8 MI TO A Y INTERSECTION WITH A LESS TRAVELED ROAD ON RIGHT.
 HO0631'KEEP RIGHT AND CONTINUE S AND W 1.4 MI TO WASH.  RD FOLLOWS
 HO0631'WASH FOR 0.8 MI AND THEN LEAVES WASH BED OVER LEFT BANK.
 HO0631'CONTINUE 1.1 MI ALONG WINDING ROAD TO Y ROAD ON LEFT.  KEEP
 HO0631'RIGHT AND GO 2.5 MI ALONG CURLY HOLLOW WASH.  RD THEN
 HO0631'LEAVES WASH BED BUT CROSSES BACK AND FORTH ACROSS IT MANY
 HO0631'TIMES FOR 1.8 MI TO A POINT WHERE IT REJOINS THE WASH BED.
 HO0631'FOLLOW BED FOR 0.8 MI AND THEN LEAVE WASH TO LEFT AND
 HO0631'CONTINUE 0.9 MI TO A Y INTERSECTION.  KEEP LEFT ON
 HO0631'MAIN-TRAVELED RD FOR 0.6 MI TO A CATTLE GUARD.  CROSS
 HO0631'CATTLE GUARD AND GO 2.0 MI TO AN INTERSECTION.  KEEP
 HO0631'RIGHT ON MAIN-TRAVELED RD FOR 0.1 MI TO A T INTERSECTION
 HO0631'LEFT AND RIGHT.  TURN LEFT AND GO 0.2 MI TO A CATTLE GUARD.
 HO0631'CROSS CATTLE GUARD AND GO 0.1 MI TO A Y INTERSECTION.
 HO0631'KEEP LEFT AND GO 0.5 MI TO ANOTHER Y INTERSECTION.  KEEP
 HO0631'LEFT AND GO 0.8 MI TO AN INTERSECTION ON THE HILLSIDE.
 HO0631'CONTINUE STRAIGHT AHEAD 0.1 MILE TO A T RD LEFT AND
 HO0631'RIGHT.  TURN RIGHT AND GO 1.5 MI TO A CATTLE GUARD.  CROSS
 HO0631'CATTLE GUARD AND GO 0.1 MI TO A Y INTERSECTION.  KEEP
 HO0631'RIGHT AND GO 2.1 MI TO A DIM TRAIL ROAD ON THE RIGHT, LEADING
 HO0631'DOWN INTO A DRAW AND UP THE OTHER SIDE.  TURN RIGHT AND GO
 HO0631'0.8 MI TO THE TOP OF A SADDLE AND THE STATION IS ON THE LEFT
 HO0631'ON TOP OF THE KNOLL.
 HO0631
 HO0631                          STATION RECOVERY (1972)
 HO0631
 HO0631'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 HO0631'GENERAL LOCATION-ABOUT 12.5 MILES AIRLINE AND 17.2 MILES
 HO0631'BY ROAD SW OF ST. GEORGE, UTAH AND ABOUT 0.5 MILE N OF ARIZ.-UTAH
 HO0631'STATE LINE.
 HO0631'
 HO0631'TO REACH-AS PER USC AND GS DESCRIPTIONS AND RECOVERY NOTES.
 HO0631'
 HO0631'STATION MARK-STD USC AND GS BC SET INCONC.  STAMPED STAR
 HO0631'1938.
 HO0631'
 HO0631'REFERENCE MARKS-NO 1 AND NO 2 STD USC AND GS BC, SET IN
 HO0631'CONC.  STAMPED STAR NO 1 AND STAR NO 2.  RESPECTIVELY COND GOOD.
 HO0631'
 HO0631'AZIMUTH MARK-STD USC AND GS BC SET IN BEDROCK OUTCROP
 HO0631'STAMPED STAR 1938 WITH ARROW POINTING TO STA.
 HO0631
 HO0631                          STATION RECOVERY (2022)
 HO0631
 HO0631'RECOVERY NOTE BY PRIVATE AGENCIES UNSPECIFIED 2022 (CB)
 HO0631'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0450 ***********************************************************************
 KN0450  DESIGNATION -  STARR
 KN0450  PID         -  KN0450
 KN0450  STATE/COUNTY-  UT/JUAB
 KN0450  COUNTRY     -  US
 KN0450  USGS QUAD   -  SLATE JACK CANYON (2017)
 KN0450
 KN0450                         *CURRENT SURVEY CONTROL
 KN0450  ______________________________________________________________________
 KN0450* NAD 83(1994) POSITION- 39 48 52.36764(N) 111 57 39.53713(W)   ADJUSTED
 KN0450* NAVD 88 ORTHO HEIGHT -  2147.6   (meters)     7046.    (feet) VERTCON3
 KN0450  ______________________________________________________________________
 KN0450  GEOID HEIGHT    -        -17.596 (meters)                     GEOID18
 KN0450  LAPLACE CORR    -          1.60  (seconds)                    DEFLEC18
 KN0450  HORZ ORDER      -  FIRST
 KN0450
 KN0450.The horizontal coordinates were established by classical geodetic methods
 KN0450.and adjusted by the National Geodetic Survey in November 1997.
 KN0450
 KN0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0450
 KN0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0450.GEOID18 height accuracy estimate available here.
 KN0450
 KN0450.Click photographs - Photos may exist for this station.
 KN0450
 KN0450.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0450
 KN0450. The following values were computed from the NAD 83(1994) position.
 KN0450
 KN0450;                    North         East     Units Scale Factor Converg.
 KN0450;SPC UT C     - 2,164,543.682   460,532.803   MT  0.99989888   -0 17 43.1
 KN0450;SPC UT C     - 7,101,507.06  1,510,931.37   sFT  0.99989888   -0 17 43.1
 KN0450;UTM  12      - 4,407,615.719   417,748.637   MT  0.99968329   -0 36 55.3
 KN0450
 KN0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0450!SPC UT C     -   0.99966595  x   0.99989888  =   0.99956486
 KN0450!UTM  12      -   0.99966595  x   0.99968329  =   0.99934934
 KN0450
 KN0450:                Primary Azimuth Mark                     Grid Az
 KN0450:SPC UT C     -  STARR AZ MK                              100 48 11.0
 KN0450:UTM  12      -  STARR AZ MK                              101 07 23.2
 KN0450
 KN0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK1774807615(NAD 83)
 KN0450
 KN0450|---------------------------------------------------------------------|
 KN0450| PID    Reference Object                     Distance      Geod. Az  |
 KN0450|                                                           dddmmss.s |
 KN0450| CM6525 STARR RM 1                            6.999 METERS 06501     |
 KN0450| CM6524 STARR AZ MK                                        1003027.9 |
 KN0450| CM6526 STARR RM 2                            6.249 METERS 17000     |
 KN0450|---------------------------------------------------------------------|
 KN0450
 KN0450                          SUPERSEDED SURVEY CONTROL
 KN0450
 KN0450  NAD 83(1993)-  39 48 52.36522(N)    111 57 39.53525(W) AD(       ) 1
 KN0450  NAD 83(1986)-  39 48 52.35261(N)    111 57 39.52978(W) AD(       ) 1
 KN0450  NAD 27      -  39 48 52.52700(N)    111 57 36.74200(W) AD(       ) 1
 KN0450  NGVD 29 (07/19/86) 2146.4    (m)         7042.     (f) VERT ANG       
 KN0450
 KN0450.Superseded values are not recommended for survey control.
 KN0450
 KN0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0450.See file dsdata.pdf to determine how the superseded data were derived.
 KN0450
 KN0450_MARKER: DS = TRIANGULATION STATION DISK
 KN0450_SETTING: 80 = SET IN A BOULDER
 KN0450_STAMPING: STARR 1947
 KN0450_MARK LOGO: CGS
 KN0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0450+STABILITY: SURFACE MOTION
 KN0450
 KN0450  HISTORY     - Date     Condition        Report By
 KN0450  HISTORY     - 1947     MONUMENTED       CGS
 KN0450
 KN0450                          STATION DESCRIPTION
 KN0450
 KN0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 KN0450'THE STATION IS LOCATED ABOUT 10.0 MILES AIRLINE NORTHWEST OF
 KN0450'NEPHI AND 6.0 MILES WEST OF MONA ON A PROMINENT, SAGEBRUSH
 KN0450'COVERED MOUNTAIN THAT IS THE LINE BETWEEN UTAH AND JUAB COUNTIES.
 KN0450'THE STATION MARK IS A BRONZE DISK, PROJECTS 16 INCHES, SET ON
 KN0450'THE HIGHEST POINT AND IS STAMPED, STARR 1947.
 KN0450'
 KN0450'REFERENCE MARK NO. 1 IS A BRONZE DISK, PROJECTS 12 INCHES,
 KN0450'IS THE SAME ELEVATION AS THE STATION MARK AND IS STAMPED,
 KN0450'STARR NO 1 1947.
 KN0450'
 KN0450'REFERENCE MARK NO. 2 IS A BRONZE DISK, PROJECTS 4 INCHES,
 KN0450'IS THE SAME ELEVATION AS THE STATION MARK AND IS STAMPED,
 KN0450'STARR NO 2 1947.
 KN0450'
 KN0450'THE AZIMUTH MARK IS A BRONZE DISK, PROJECTS 16 INCHES, SET
 KN0450'30 FEET NORTHWEST OF A SMALL ROCK CAIRN AND 8 FEET SOUTH
 KN0450'OF A LARGER ROCK CAIRN, ON THE SOUTH AND LOWER END OF A RIDGE.
 KN0450'IT IS STAMPED, STARR 1947.
 KN0450'
 KN0450'TO REACH THE STATION FROM MONA.  GO WEST ON A GRAVEL ROAD THAT
 KN0450'JUNCTIONS WITH U.S. HIGHWAY 91, 0.05 MILE NORTH OF SHELL SERVICE
 KN0450'STATION, 1.1 MILE TO A ROAD LEFT.  TURN LEFT, GO 1.2 MILE
 KN0450'TO A FORK.  TURN LEFT.  FOLLOW ROAD UP DRAW 2.4 MILES TO END
 KN0450'OF ROAD AND END OF TRUCK TRAVEL.  WALK UP THE DRAW TO THE
 KN0450'LEFT, THEN CLIMB TOP OF RIDGE TO THE RIGHT AND FOLLOW RIDGE
 KN0450'WESTERLY ABOUT 3 MILES TO HIGHEST POINT OF MOUNTAIN AND
 KN0450'STATION.  A 2 HOUR PACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0468 ***********************************************************************
 JN0468  DESIGNATION -  STARVATION
 JN0468  PID         -  JN0468
 JN0468  STATE/COUNTY-  UT/WAYNE
 JN0468  COUNTRY     -  US
 JN0468  USGS QUAD   -  FACTORY BUTTE (2017)
 JN0468
 JN0468                         *CURRENT SURVEY CONTROL
 JN0468  ______________________________________________________________________
 JN0468* NAD 83(1994) POSITION- 38 29 48.77310(N) 110 56 01.54330(W)   ADJUSTED
 JN0468* NAVD 88 ORTHO HEIGHT -  1526.0   (meters)     5007.    (feet) VERTCON3
 JN0468  ______________________________________________________________________
 JN0468  GEOID HEIGHT    -        -19.558 (meters)                     GEOID18
 JN0468  LAPLACE CORR    -         -5.37  (seconds)                    DEFLEC18
 JN0468  HORZ ORDER      -  SECOND
 JN0468
 JN0468.The horizontal coordinates were established by classical geodetic methods
 JN0468.and adjusted by the National Geodetic Survey in November 1997.
 JN0468
 JN0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0468
 JN0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0468.GEOID18 height accuracy estimate available here.
 JN0468
 JN0468.Click photographs - Photos may exist for this station.
 JN0468
 JN0468.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0468
 JN0468. The following values were computed from the NAD 83(1994) position.
 JN0468
 JN0468;                    North         East     Units Scale Factor Converg.
 JN0468;SPC UT S     - 3,203,282.473   549,397.746   MT  1.00002862   +0 20 48.9
 JN0468;SPC UT S     -10,509,435.91  1,802,482.44   sFT  1.00002862   +0 20 48.9
 JN0468;UTM  12      - 4,260,949.462   505,776.060   MT  0.99960041   +0 02 28.4
 JN0468
 JN0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0468!SPC UT S     -   0.99976369  x   1.00002862  =   0.99979231
 JN0468!UTM  12      -   0.99976369  x   0.99960041  =   0.99936420
 JN0468
 JN0468:                Primary Azimuth Mark                     Grid Az
 JN0468:SPC UT S     -  MUDDY                                    129 28 50.0
 JN0468:UTM  12      -  MUDDY                                    129 47 10.5
 JN0468
 JN0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH0577660949(NAD 83)
 JN0468
 JN0468|---------------------------------------------------------------------|
 JN0468| PID    Reference Object                     Distance      Geod. Az  |
 JN0468|                                                           dddmmss.s |
 JN0468| JN0467 MUDDY                               APPROX.11.3 KM 1294938.9 |
 JN0468| CM7166 STARVATION RM 1                       7.339 METERS 15628     |
 JN0468| CM7167 STARVATION RM 2                       4.712 METERS 22327     |
 JN0468|---------------------------------------------------------------------|
 JN0468
 JN0468                          SUPERSEDED SURVEY CONTROL
 JN0468
 JN0468  NAD 83(1986)-  38 29 48.76522(N)    110 56 01.53794(W) AD(       ) 2
 JN0468  NAD 27      -  38 29 48.83487(N)    110 55 58.96959(W) AD(       ) 2
 JN0468  NGVD 29 (07/19/86) 1524.9    (m)         5003.     (f) VERT ANG       
 JN0468
 JN0468.Superseded values are not recommended for survey control.
 JN0468
 JN0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0468.See file dsdata.pdf to determine how the superseded data were derived.
 JN0468
 JN0468_MARKER: DS = TRIANGULATION STATION DISK
 JN0468_SETTING: 66 = SET IN ROCK OUTCROP
 JN0468
 JN0468  HISTORY     - Date     Condition        Report By
 JN0468  HISTORY     - 1938     MONUMENTED       CGS
 JN0468  HISTORY     - 1952     GOOD             USGS
 JN0468  HISTORY     - 1969     GOOD             LAWPC
 JN0468
 JN0468                          STATION DESCRIPTION
 JN0468
 JN0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JN0468'STATION IS LOCATED ABOUT 12 MILES ENE OF CAINEVILLE, AND ABOUT
 JN0468'15-1/2 MILES WNW OF HANKSVILLE, ON HIGHEST POINT OF A LOW
 JN0468'JAGGED ROCKY RIM THAT OVERLOOKS STARVATION CREEK TO W AND ABOUT
 JN0468'2 MILES S OF POINT WHERE STARVATION CREEK RUNS INTO MUDDY
 JN0468'RIVER.  IT IS 15 FEET E OF RIM.
 JN0468'
 JN0468'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 JN0468'DISKS IN OUTCROPPING BEDROCK AS DESCRIBED.
 JN0468'
 JN0468'STATION IS REACHED FROM CAINEVILLE POST OFFICE (A SMALL FRAME
 JN0468'HOUSE ON E SIDE OF ROAD ON UTAH 24, 20.4 MILES W OF HANKSVILLE)
 JN0468'BY GOING NE 0.1 MILE TO A WASH, CROSS WASH AND CONTINUE E
 JN0468'0.2 MILE TO CHURCH AND SCHOOLHOUSE ON L.  CONTINUE 0.15 MILE
 JN0468'TO A T-ROAD.  THENCE L, N, AND E ON MAIN, GRADED, DIRT ROAD
 JN0468'TOWARD HANKSVILLE 7.75 MILES TO TOP OF A SMALL HILL AND TOP
 JN0468'OF BENCH.  CONTINUE ABOUT 30 YARDS TO A DIM FORK TO L.  THIS
 JN0468'POINT IS 11.95 MILES W OF HANKSVILLE POST OFFICE.  TURN L ON
 JN0468'TRACK ROAD AND GO N 1.9 MILES TO A WASH.  CROSS WASH, TURNING
 JN0468'TO R, AND FOLLOW TRACK ROAD E AND N 4.05 MILES.  THIS IS
 JN0468'TURNOFF TO MUDDY WHICH IS 2-1/2 MILES E AIRLINE.  CONTINUE
 JN0468'N ON TRACK ROAD 3.6 MILES TO A COAL-MINE TUNNEL ON L.
 JN0468'CONTINUE NORTHERLY ON DIM TRACK ROAD UP WASH FOR 0.4 MILE.
 JN0468'THENCE TURN OUT OF WASH, R, AND GO N AND E ON TRACK ROAD
 JN0468'1.25 MILES TO A COAL OUTCROP IN CENTER OF ROAD AND BETWEEN
 JN0468'TWO SMALL WASHES.  FROM HERE STATION CAN BE SEEN ABOUT 1/2 MILE W
 JN0468'AT AZIMUTH COMPASS BEARING 265 DEG.  LEAVE ROAD HERE AND
 JN0468'TURN L, W, GOING ACROSS COUNTRY 0.2 MILE TO EDGE OF A WASH
 JN0468'AND END OF TRUCK TRAVEL.  FROM HERE PACK W UP WASH GOING
 JN0468'TO HIGHEST POINT ON RIM WHICH IS JUST S OF WASH.
 JN0468'
 JN0468'AZIMUTH MARK IS ABOUT 0.3 MILE E BY N OF STATION, ABOUT 175
 JN0468'YARDS NW OF END OF TRUCK TRAVEL, ON HIGHEST POINT OF SANDSTONE
 JN0468'OUTCROPPING IN THAT VICINITY.
 JN0468'
 JN0468'NEAREST WATER AT CAINEVILLE, OR HANKSVILLE.  IN CASE OF RAIN,
 JN0468'FREMONT RIVER CROSSING 3.45 MILES W OF CAINEVILLE AND MUDDY
 JN0468'RIVER CROSSING N OF HANKSVILLE WILL BE TOO WET TO CROSS.
 JN0468
 JN0468                          STATION RECOVERY (1952)
 JN0468
 JN0468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 JN0468'STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
 JN0468
 JN0468                          STATION RECOVERY (1969)
 JN0468
 JN0468'RECOVERY NOTE BY LA WTR AND PWR COMM 1969 (CR)
 JN0468'STARVATION-GOOD DATE WORN OFF
 JN0468'
 JN0468'REACHED BY HELICOPTER
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1080 ***********************************************************************
 LO1080  DESIGNATION -  STARVATION
 LO1080  PID         -  LO1080
 LO1080  STATE/COUNTY-  UT/DUCHESNE
 LO1080  COUNTRY     -  US
 LO1080  USGS QUAD   -  DUCHESNE (2017)
 LO1080
 LO1080                         *CURRENT SURVEY CONTROL
 LO1080  ______________________________________________________________________
 LO1080* NAD 83(1994) POSITION- 40 11 04.19547(N) 110 27 39.05243(W)   ADJUSTED
 LO1080* NAVD 88 ORTHO HEIGHT -  1802.6   (meters)     5914.    (feet) VERTCON3
 LO1080  ______________________________________________________________________
 LO1080  GEOID HEIGHT    -        -17.010 (meters)                     GEOID18
 LO1080  LAPLACE CORR    -         -4.47  (seconds)                    DEFLEC18
 LO1080  HORZ ORDER      -  FIRST
 LO1080
 LO1080.The horizontal coordinates were established by classical geodetic methods
 LO1080.and adjusted by the National Geodetic Survey in November 1997.
 LO1080
 LO1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1080
 LO1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1080.GEOID18 height accuracy estimate available here.
 LO1080
 LO1080.Click photographs - Photos may exist for this station.
 LO1080
 LO1080.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1080
 LO1080. The following values were computed from the NAD 83(1994) position.
 LO1080
 LO1080;                    North         East     Units Scale Factor Converg.
 LO1080;SPC UT C     - 2,206,029.595   588,488.620   MT  0.99991738   +0 39 56.4
 LO1080;SPC UT C     - 7,237,615.43  1,930,733.08   sFT  0.99991738   +0 39 56.4
 LO1080;UTM  12      - 4,448,374.445   545,897.876   MT  0.99962593   +0 20 52.4
 LO1080
 LO1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1080!SPC UT C     -   0.99971996  x   0.99991738  =   0.99963737
 LO1080!UTM  12      -   0.99971996  x   0.99962593  =   0.99934600
 LO1080
 LO1080:                Primary Azimuth Mark                     Grid Az
 LO1080:SPC UT C     -  STARVATION AZ MK                         257 53 13.6
 LO1080:UTM  12      -  STARVATION AZ MK                         258 12 17.6
 LO1080
 LO1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK4589748374(NAD 83)
 LO1080
 LO1080|---------------------------------------------------------------------|
 LO1080| PID    Reference Object                     Distance      Geod. Az  |
 LO1080|                                                           dddmmss.s |
 LO1080| CP5847 STARVATION RM 1                      13.625 METERS 06753     |
 LO1080| CP5848 STARVATION RM 2                      13.895 METERS 15632     |
 LO1080| CP5846 STARVATION AZ MK                                   2583310.0 |
 LO1080|---------------------------------------------------------------------|
 LO1080
 LO1080                          SUPERSEDED SURVEY CONTROL
 LO1080
 LO1080  NAD 83(1993)-  40 11 04.19538(N)    110 27 39.05246(W) AD(       ) 1
 LO1080  NAD 83(1986)-  40 11 04.17665(N)    110 27 39.04403(W) AD(       ) 1
 LO1080  NAD 27      -  40 11 04.32900(N)    110 27 36.48500(W) AD(       ) 1
 LO1080  NGVD 29 (07/19/86) 1801.3    (m)         5910.     (f) VERT ANG       
 LO1080
 LO1080.Superseded values are not recommended for survey control.
 LO1080
 LO1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1080.See file dsdata.pdf to determine how the superseded data were derived.
 LO1080
 LO1080_MARKER: DS = TRIANGULATION STATION DISK
 LO1080_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LO1080_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LO1080
 LO1080  HISTORY     - Date     Condition        Report By
 LO1080  HISTORY     - 1946     MONUMENTED       CGS
 LO1080  HISTORY     - 1963     GOOD             USGS
 LO1080
 LO1080                          STATION DESCRIPTION
 LO1080
 LO1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1080'THE STATION IS LOCATED ON A BUTTE WHICH IS IN A LARGE HORSESHOE
 LO1080'BEND IN THE STRAWBERRY RIVER, THE BUTTE IS EASILY IDENTIFIED
 LO1080'BY THE SHEER CLIFFS ON ALL SIDES, IT IS BARE ON THE WEST END
 LO1080'WITH A FEW SCATTERED JUNIPERS TO THE EAST, ABOUT 3.5 MILES
 LO1080'AIRLINE NORTHWEST OF DUCHESNE, ABOUT 0.3 MILE NORTH OF U.S.
 LO1080'HIGHWAY 40 ON THE WEST END OF BUTTE, 21 PACES EAST OF THE
 LO1080'WEST BRIM, 15 PACES SOUTH OF THE NORTH BRIM, SET IN THE TOP
 LO1080'OF A IRON PIPE WHICH PROJECTS 8 INCHES AND IS STAMPED.
 LO1080'STARVATION 1946.
 LO1080'
 LO1080'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION
 LO1080'AS STATION, 16 PACES SOUTH OF THE NORTH BRIM, SET IN THE
 LO1080'TOP OF A IRON PIPE WHICH PROJECTS 8 INCHES AND IS STAMPED.
 LO1080'STARVATION NO 1 1946.
 LO1080'
 LO1080'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 LO1080'STATION, SET IN THE TOP OF A IRON PIPE WHICH PROJECTS 10
 LO1080'INCHES AND IS STAMPED.  STARVATION NO 2 1946.
 LO1080'
 LO1080'THE AZIMUTH MARK IS APPROXIMATELY 400 FEET NORTHWEST OF BRIDGE
 LO1080'OVER STRAWBERRY RIVER, APPROXIMATELY 100 FEET NORTH OF THE
 LO1080'CENTER LINE OF U.S. HIGHWAY 40, 2 PACES NORTH OF RIM, SET IN
 LO1080'OUTCROPPING BEDROCK FLUSH WITH GROUND SURFACE AND IS STAMPED.
 LO1080'STARVATION 1946.
 LO1080'
 LO1080'TO REACH FROM THE POST OFFICE AT DUCHESNE.  GO WEST ON U.S.
 LO1080'HIGHWAY 40 FOR 3.15 MILES TO A DIM ROAD INTERSECTION ON RIGHT.
 LO1080'TURN RIGHT NORTH LEAVING BOTH HIGHWAY AND TRACK ROAD AND PICK
 LO1080'WAY CROSS COUNTRY FOR 0.3 MILE TO CENTER PART OF HILL AND
 LO1080'END OF TRUCK TRAVEL.  FROM THIS POINT PICK WAY UP OVER RIM
 LO1080'TO SUMMIT, THEN LEFT (W) ALONG THE SUMMIT TO SOUTHWEST CORNER
 LO1080'TO STATION SITE.  A 20 MINUTE PACK.
 LO1080
 LO1080                          STATION RECOVERY (1963)
 LO1080
 LO1080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LO1080'RECOVERED.
 LO1080'
 LO1080'STATION MARK--STANDARD DISK, STAMPED ---STARVATION 1946---, SET IN
 LO1080'THE TOP OF A IRON PIPE WHICH PROJECTS 8 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0471 ***********************************************************************
 JM0471  DESIGNATION -  STEAMBOAT
 JM0471  PID         -  JM0471
 JM0471  STATE/COUNTY-  UT/GRAND
 JM0471  COUNTRY     -  US
 JM0471  USGS QUAD   -  STEAMBOAT MESA (2017)
 JM0471
 JM0471                         *CURRENT SURVEY CONTROL
 JM0471  ______________________________________________________________________
 JM0471* NAD 83(1994) POSITION- 38 45 24.28232(N) 109 06 29.90553(W)   ADJUSTED
 JM0471* NAVD 88 ORTHO HEIGHT -  1917.8   (meters)     6292.    (feet) VERTCON3
 JM0471  ______________________________________________________________________
 JM0471  GEOID HEIGHT    -        -18.702 (meters)                     GEOID18
 JM0471  LAPLACE CORR    -         11.49  (seconds)                    DEFLEC18
 JM0471  HORZ ORDER      -  THIRD
 JM0471
 JM0471.The horizontal coordinates were established by classical geodetic methods
 JM0471.and adjusted by the National Geodetic Survey in November 1997.
 JM0471
 JM0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0471
 JM0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0471.GEOID18 height accuracy estimate available here.
 JM0471
 JM0471.Click photographs - Photos may exist for this station.
 JM0471
 JM0471.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0471
 JM0471. The following values were computed from the NAD 83(1994) position.
 JM0471
 JM0471;                    North         East     Units Scale Factor Converg.
 JM0471;SPC UT C     - 2,049,788.239   707,881.959   MT  1.00007427   +1 31 55.4
 JM0471;SPC UT C     - 6,725,013.58  2,322,442.73   sFT  1.00007427   +1 31 55.4
 JM0471;UTM  12      - 4,291,481.899   664,370.931   MT  0.99993271   +1 11 04.2
 JM0471
 JM0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0471!SPC UT C     -   0.99970213  x   1.00007427  =   0.99977637
 JM0471!UTM  12      -   0.99970213  x   0.99993271  =   0.99963486
 JM0471
 JM0471:                Primary Azimuth Mark                     Grid Az
 JM0471:SPC UT C     -  SEVEN                                    267 03 00.8
 JM0471:UTM  12      -  SEVEN                                    267 23 52.0
 JM0471
 JM0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH6437091481(NAD 83)
 JM0471
 JM0471|---------------------------------------------------------------------|
 JM0471| PID    Reference Object                     Distance      Geod. Az  |
 JM0471|                                                           dddmmss.s |
 JM0471| JM0473 SEVEN                               APPROX. 8.8 KM 2683456.2 |
 JM0471|---------------------------------------------------------------------|
 JM0471
 JM0471                          SUPERSEDED SURVEY CONTROL
 JM0471
 JM0471  NAD 83(1992)-  38 45 24.26512(N)    109 06 29.90637(W) AD(       ) 3
 JM0471  NAD 83(1986)-  38 45 24.26580(N)    109 06 29.90538(W) AD(       ) 3
 JM0471  NAD 27      -  38 45 24.34156(N)    109 06 27.50535(W) AD(       ) 3
 JM0471  NGVD 29 (07/19/86) 1916.6    (m)         6288.     (f) VERT ANG       
 JM0471
 JM0471.Superseded values are not recommended for survey control.
 JM0471
 JM0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0471.See file dsdata.pdf to determine how the superseded data were derived.
 JM0471
 JM0471_MARKER: DB = BENCH MARK DISK
 JM0471_SETTING: 66 = SET IN ROCK OUTCROP
 JM0471_STAMPING: STEAMBOAT 1954
 JM0471_MARK LOGO: USGS
 JM0471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0471+STABILITY: POSITION/ELEVATION WELL
 JM0471
 JM0471  HISTORY     - Date     Condition        Report By
 JM0471  HISTORY     - 1954     MONUMENTED       USGS
 JM0471
 JM0471                          STATION DESCRIPTION
 JM0471
 JM0471'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0471'LOCATED ABOUT 29.0 MI. NE. OF MOAB, 19.0 MI. SE. OF CISCO, 4.0 MI. SE.
 JM0471'OF JUNCTION OF GRANITE CREEK AND DOLORES RIVER AND 1.75 MI. N. OF
 JM0471'JUNCTION OF BEAVER CREEK AND DOLORES RIVER, ON MESA THAT LIES
 JM0471'BETWEEN GRANITE CREEK AND DOLORES RIVER.  THE MESA IS KNOWN LOCALLY
 JM0471'AS STEAMBOAT MESA.
 JM0471'
 JM0471'STATION REACHED BY HELICOPTER.
 JM0471'
 JM0471'STATION MARK--STANDARD TABLET STAMPED ---STEAMBOAT 1954---, SET IN
 JM0471'SANDSTONE OUTCROPPING.
 JM0471'
 JM0471'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON
 JM0471'PINON TREE, 31.97 FT. FROM STATION MARK, N 67 DEG 24 MIN W.
 JM0471'
 JM0471'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON
 JM0471'PINON TREE, 48.12 FT. FROM STATION MARK, S 41 DEG 13 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0358 ***********************************************************************
 JN0358  HT_MOD      -  This is a Height Modernization Survey Station.
 JN0358  FBN         -  This is a Federal Base Network Control Station.
 JN0358  DESIGNATION -  STEEP
 JN0358  PID         -  JN0358
 JN0358  STATE/COUNTY-  UT/GARFIELD
 JN0358  COUNTRY     -  US
 JN0358  USGS QUAD   -  LOWER BOWNS RESERVOIR (2017)
 JN0358
 JN0358                         *CURRENT SURVEY CONTROL
 JN0358  ______________________________________________________________________
 JN0358* NAD 83(2011) POSITION- 38 00 48.51063(N) 111 21 26.43584(W)   ADJUSTED
 JN0358* NAD 83(2011) ELLIP HT-  2877.793 (meters)        (06/27/12)   ADJUSTED
 JN0358* NAD 83(2011) EPOCH   -  2010.00
 JN0358* NAVD 88 ORTHO HEIGHT -  2896.50  (meters)     9502.9   (feet) GPS OBS
 JN0358  ______________________________________________________________________
 JN0358  NAVD 88 orthometric height was determined with geoid model    GEOID09
 JN0358  GEOID HEIGHT    -        -18.697 (meters)                     GEOID09
 JN0358  GEOID HEIGHT    -        -18.634 (meters)                     GEOID18
 JN0358  NAD 83(2011) X  - -1,833,218.097 (meters)                     COMP
 JN0358  NAD 83(2011) Y  - -4,688,092.229 (meters)                     COMP
 JN0358  NAD 83(2011) Z  -  3,908,394.766 (meters)                     COMP
 JN0358  LAPLACE CORR    -        -10.31  (seconds)                    DEFLEC18
 JN0358
 JN0358  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JN0358  Standards:
 JN0358         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JN0358            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JN0358  -------------------------------------------------------------------
 JN0358  NETWORK    0.36   0.80           0.16   0.13   0.41     -0.01138692
 JN0358  -------------------------------------------------------------------
 JN0358  Click here for local accuracies and other accuracy information.
 JN0358
 JN0358.The horizontal coordinates were established by GPS observations
 JN0358.and adjusted by the National Geodetic Survey in June 2012.
 JN0358
 JN0358.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JN0358.been affixed to the stable North American tectonic plate. See 
 JN0358.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JN0358
 JN0358.The horizontal coordinates are valid at the epoch date displayed above
 JN0358.which is a decimal equivalence of Year/Month/Day.
 JN0358
 JN0358.The orthometric height was determined by GPS observations and a
 JN0358.high-resolution geoid model using precise GPS observation and
 JN0358.processing techniques.
 JN0358
 JN0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0358.GEOID18 height accuracy estimate available here.
 JN0358
 JN0358.Click photographs - Photos may exist for this station.
 JN0358
 JN0358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JN0358
 JN0358.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0358
 JN0358.The ellipsoidal height was determined by GPS observations
 JN0358.and is referenced to NAD 83.
 JN0358
 JN0358. The following values were computed from the NAD 83(2011) position.
 JN0358
 JN0358;                    North         East     Units Scale Factor Converg.
 JN0358;SPC UT S     - 3,149,484.392   512,527.082   MT  0.99995929   +0 05 14.7
 JN0358;SPC UT S     -10,332,933.38  1,681,515.93   sFT  0.99995929   +0 05 14.7
 JN0358;UTM  12      - 4,207,370.362   468,631.906   MT  0.99961212   -0 13 12.3
 JN0358
 JN0358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0358!SPC UT S     -   0.99954864  x   0.99995929  =   0.99950795
 JN0358!UTM  12      -   0.99954864  x   0.99961212  =   0.99916093
 JN0358
 JN0358:                Primary Azimuth Mark                     Grid Az
 JN0358:SPC UT S     -  ROGER PK                                 260 50 12.1
 JN0358:UTM  12      -  ROGER PK                                 261 08 39.1
 JN0358
 JN0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH6863107370(NAD 83)
 JN0358
 JN0358|---------------------------------------------------------------------|
 JN0358| PID    Reference Object                     Distance      Geod. Az  |
 JN0358|                                                           dddmmss.s |
 JN0358| CM6534 STEEP RM 3 AZIMUTH                                 0275905.9 |
 JN0358| CM6533 STEEP RM 2                            6.852 METERS 20309     |
 JN0358| HN0807 ROGER PK                            APPROX.23.3 KM 2605526.8 |
 JN0358| CM6532 STEEP RM 1                            5.841 METERS 28643     |
 JN0358|---------------------------------------------------------------------|
 JN0358
 JN0358                          SUPERSEDED SURVEY CONTROL
 JN0358
 JN0358  NAD 83(2007)-  38 00 48.50999(N)    111 21 26.43640(W) AD(2002.00) 0
 JN0358  ELLIP H (02/10/07) 2877.808  (m)                       GP(2002.00)    
 JN0358  ELLIP H (06/28/00) 2877.814  (m)                       GP(       ) 4 1
 JN0358  ELLIP H (02/05/96) 2877.837  (m)                       GP(       ) 1 1
 JN0358  NAD 83(1994)-  38 00 48.50935(N)    111 21 26.43503(W) AD(       ) A
 JN0358  ELLIP H (04/21/95) 2877.901  (m)                       GP(       ) 2 2
 JN0358  NAD 83(1986)-  38 00 48.50834(N)    111 21 26.44087(W) AD(       ) 1
 JN0358  NAD 27      -  38 00 48.55800(N)    111 21 23.83000(W) AD(       ) 1
 JN0358  NAVD 88 (05/31/05) 2896.52   (m)  GEOID03  model used  GPS OBS        
 JN0358  NAVD 88 (06/28/00) 2896.4    (m)  GEOID99  model used  GPS OBS        
 JN0358  NAVD 88 (04/21/95) 2896.7    (m)  GEOID93  model used  GPS OBS        
 JN0358  NGVD 29 (07/19/86) 2895.0    (m)         9498.     (f) VERT ANG       
 JN0358
 JN0358.Superseded values are not recommended for survey control.
 JN0358
 JN0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0358.See file dsdata.pdf to determine how the superseded data were derived.
 JN0358
 JN0358_MARKER: DS = TRIANGULATION STATION DISK
 JN0358_SETTING: 66 = SET IN ROCK OUTCROP
 JN0358_STAMPING: STEEP 1934
 JN0358_MARK LOGO: CGS
 JN0358_MAGNETIC: N = NO MAGNETIC MATERIAL
 JN0358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0358+STABILITY: POSITION/ELEVATION WELL
 JN0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0358+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 JN0358
 JN0358  HISTORY     - Date     Condition        Report By
 JN0358  HISTORY     - 1934     MONUMENTED       CGS
 JN0358  HISTORY     - 1969     GOOD             USGS
 JN0358  HISTORY     - 19931101 GOOD             NGS
 JN0358  HISTORY     - 19950912 GOOD             NGS
 JN0358  HISTORY     - 19990205 GOOD             NGS
 JN0358  HISTORY     - 20041115 GOOD             NGS
 JN0358  HISTORY     - 20110706 GOOD             GEOCAC
 JN0358
 JN0358                          STATION DESCRIPTION
 JN0358
 JN0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 JN0358'IN POWELL NATIONAL FOREST, 22 MILES (AIR LINE) SOUTH-SOUTHEAST
 JN0358'OF TOWN OF TEASDALE, ABOUT 150 YARDS SOUTH OF POINT WHERE
 JN0358'FOREST SERVICE ROAD KNOWN AS GROVER-BOULDER ROAD CROSSES
 JN0358'SADDLE BETWEEN STEEP AND FRISKY CREEKS, ON PROMINENT KNOB AT
 JN0358'NORTHWEST END OF LONG RIDGE, AND ABOUT 50 YARDS SOUTH-SOUTHWEST
 JN0358'AND UP-SLOPE FROM SMALL GROUP OF QUAKING ASPEN TREES.  TO REACH
 JN0358'STATION, FOLLOW ROAD FROM TEASDALE TO POWELL NATIONAL FOREST
 JN0358'EAST 8.6 MILES TO GROVER.  TURN SHARPLY TO RIGHT AT RANCH
 JN0358'HOUSE AND GO 0.4 MILE.  TAKE RIGHT FORK (SIGN READS BOULDER
 JN0358'20, WILDCAT R.S. 10) AND FOLLOW ROAD TO SADDLE DESCRIBED
 JN0358'ABOVE, AND SOUTH 150 YARDS TO STATION.  STATION MARKED BY
 JN0358'STANDARD DISK IN OUTCROPPING BEDROCK.  REFERENCE
 JN0358'MARKS ARE STANDARD DISKS IN OUTCROPPING BEDROCK.
 JN0358'NO. 1 IS NORTHWEST FROM STATION, 5.855 METERS (19.21
 JN0358'FEET) DISTANT.  NO. 2 IS TO
 JN0358'SOUTHWEST, 6.582 METERS (21.59 FEET) DISTANT.
 JN0358'AZIMUTH MARK IS STANDARD DISK IN BOULDER,
 JN0358'ABOUT 1/8 MILE NORTH-NORTHEAST OF STATION N 27 DEG 59 MIN E.
 JN0358
 JN0358                          STATION RECOVERY (1969)
 JN0358
 JN0358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JN0358'ALL MARKS IN GOOD CONDITION.
 JN0358'
 JN0358'REACHED BY HELICOPTER.
 JN0358
 JN0358                          STATION RECOVERY (1993)
 JN0358
 JN0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 JN0358'STATION IS LOCATED ABOUT 32 KM (19.90 MI) SOUTH OF TORREY, 12 KM (7.45
 JN0358'MI) NORTH-NORTHEAST OF BOULDER, IN THE DIXIE NATIONAL FOREST, NEAR
 JN0358'POINT LOOKOUT, 100 M (328.1 FT) SOUTH OF STATE HIGHWAY 12, AT MILE
 JN0358'98.8, JUST NORTH OF AN OVERLOOK, ON A LOW ROCKY HILL WITH SEVERAL
 JN0358'ASPEN TREES ON ITS NORTH SIDE, IN CENTRAL SECTION 21, T 32 S, R 6 E.
 JN0358'OWNERSHIP--US FOREST SERVICE. TO REACH FROM THE JUNCTION OF STATE
 JN0358'HIGHWAYS 12 AND 95 (1.5 KM EAST OF TORREY), GO SOUTH ON HIGHWAY 12 FOR
 JN0358'20.03 KM (12.45 MI) TO THE WAYNE-GARFIELD COUNTY LINE.  CONTINUE AHEAD
 JN0358'FOR 9.28 KM (5.75 MI) TO A CATTLE GUARD.  CONTINUE AHEAD FOR 11.05 KM
 JN0358'(6.85 MI) TO A TRACK ROAD LEFT JUST BEFORE REACHING A PAVED ROAD LEFT
 JN0358'TO AN OVERLOOK. TURN LEFT ON TRACK ROAD FOR 30 M (98.4 FT) TO END OF
 JN0358'TRUCK TRAVEL. PACK EASTERLY UP HILL FOR 75 M (246.1 FT) TO TOP AND
 JN0358'STATION. STATION MARK IS A DISK SET IN A DRILL HOLE IN AN 0.5 M (1.6
 JN0358'FT) ROUGH OUTCROP PROJECTING 5 CM ABOVE GROUND.  IT IS 16 M (52.5 FT)
 JN0358'SOUTH OF THE SOUTH EDGE OF THE APSEN COPSE, AND 4.5 M (14.8 FT)
 JN0358'SOUTHWEST OF, AND SLIGHTLY LOWER THAN HIGH GROUND. DESCRIBED BY
 JN0358'G.R.HEID
 JN0358
 JN0358                          STATION RECOVERY (1995)
 JN0358
 JN0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 JN0358'RECOVERED AS DESCRIBED.
 JN0358
 JN0358                          STATION RECOVERY (1999)
 JN0358
 JN0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 JN0358'RECOVERED AS DESCRIBED.  NOTE--THE TRACK LEADING TO THE STATION
 JN0358'MENTIONED IN THE 1993 DESCRIPTION IS LOCATED O.4 KM SOUTHWEST OF
 JN0358'HIGHWAY 12 MILEPOST 99.
 JN0358
 JN0358                          STATION RECOVERY (2004)
 JN0358
 JN0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DHM)
 JN0358'THE DIM ROAD/TRACK MENTIONED IN THE ORIGINAL DSCRIPTION IS
 JN0358'APPROXIMATELY 100 FT NORTH OF THE PAVED ROAD LEADING TO THE HOMESTEAD
 JN0358'OVERLOOK.  WHEN THE STATION WAS RECOVERED ON THIS DATE THE ROAD/TRACK
 JN0358'WAS NOT USED.  INSTEAD, THE VEHICLE WAS PARKED ALONGSIDE HIGHWAY 12
 JN0358'AND WE PACKED DIRECTLY TO THE TOP OF THE KNOLL AND THE STATION.  BOTH
 JN0358'RMS WERE FOUND IN GOOD CONDITION.
 JN0358
 JN0358                          STATION RECOVERY (2011)
 JN0358
 JN0358'RECOVERY NOTE BY GEOCACHING 2011 (JAC)
 JN0358'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0414 ***********************************************************************
 KN0414  DESIGNATION -  STEVENS
 KN0414  PID         -  KN0414
 KN0414  STATE/COUNTY-  UT/SANPETE
 KN0414  COUNTRY     -  US
 KN0414  USGS QUAD   -  REDMOND CANYON (2017)
 KN0414
 KN0414                         *CURRENT SURVEY CONTROL
 KN0414  ______________________________________________________________________
 KN0414* NAD 83(1994) POSITION- 39 03 36.80168(N) 111 59 51.18312(W)   ADJUSTED
 KN0414* NAVD 88 ORTHO HEIGHT -  2572.    (meters)     8438.    (feet) SCALED
 KN0414  ______________________________________________________________________
 KN0414  GEOID HEIGHT    -        -18.206 (meters)                     GEOID18
 KN0414  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC18
 KN0414  HORZ ORDER      -  SECOND
 KN0414
 KN0414.The horizontal coordinates were established by classical geodetic methods
 KN0414.and adjusted by the National Geodetic Survey in November 1997.
 KN0414
 KN0414.The orthometric height was scaled from a topographic map.
 KN0414
 KN0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0414.GEOID18 height accuracy estimate available here.
 KN0414
 KN0414.Click photographs - Photos may exist for this station.
 KN0414
 KN0414.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0414
 KN0414. The following values were computed from the NAD 83(1994) position.
 KN0414
 KN0414;                    North         East     Units Scale Factor Converg.
 KN0414;SPC UT C     - 2,080,819.687   456,936.191   MT  0.99998953   -0 19 07.4
 KN0414;SPC UT C     - 6,826,822.59  1,499,131.49   sFT  0.99998953   -0 19 07.4
 KN0414;UTM  12      - 4,323,933.061   413,692.685   MT  0.99969172   -0 37 43.1
 KN0414
 KN0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0414!SPC UT C     -   0.99959943  x   0.99998953  =   0.99958896
 KN0414!UTM  12      -   0.99959943  x   0.99969172  =   0.99929127
 KN0414
 KN0414:                Primary Azimuth Mark                     Grid Az
 KN0414:SPC UT C     -  STEVENS AZ MK                            274 33 17.2
 KN0414:UTM  12      -  STEVENS AZ MK                            274 51 52.9
 KN0414
 KN0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ1369223933(NAD 83)
 KN0414
 KN0414|---------------------------------------------------------------------|
 KN0414| PID    Reference Object                     Distance      Geod. Az  |
 KN0414|                                                           dddmmss.s |
 KN0414| KN0405 MANTI MORMON TEMPLE E TWR LT        APPROX.39.3 KM 0525920.4 |
 KN0414| KN0413 CENTERFIELD GUNNISON SUG E STK      APPROX.16.6 KM 0692002.3 |
 KN0414| CM6536 STEVENS RM 1                          2.629 METERS 13047     |
 KN0414| CM6537 STEVENS RM 2                         29.200 METERS 27414     |
 KN0414| CM6535 STEVENS AZ MK                                      2741409.8 |
 KN0414|---------------------------------------------------------------------|
 KN0414
 KN0414                          SUPERSEDED SURVEY CONTROL
 KN0414
 KN0414  NAD 83(1986)-  39 03 36.79178(N)    111 59 51.17645(W) AD(       ) 2
 KN0414  NAD 27      -  39 03 36.93400(N)    111 59 48.42100(W) AD(       ) 2
 KN0414
 KN0414.Superseded values are not recommended for survey control.
 KN0414
 KN0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0414.See file dsdata.pdf to determine how the superseded data were derived.
 KN0414
 KN0414_MARKER: DS = TRIANGULATION STATION DISK
 KN0414_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KN0414_STAMPING: STEVENS 1938
 KN0414_MARK LOGO: CGS
 KN0414
 KN0414  HISTORY     - Date     Condition        Report By
 KN0414  HISTORY     - 1938     MONUMENTED       CGS
 KN0414  HISTORY     - 20240619 GOOD             PEAKBG
 KN0414
 KN0414                          STATION DESCRIPTION
 KN0414
 KN0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0414'STATION IS LOCATED ABOUT 12 MILES SW OF GUNNISON, UTAH, AND
 KN0414'ABOUT 8 MILES NW OF REDMOND, UTAH.  IT IS ON ONE OF HIGHEST
 KN0414'PEAKS OF DIVIDE BETWEEN SEVIER RIVER AND ROUND VALLEY.  THIS
 KN0414'PEAK IS A HIGH ROUNDED KNOB, TIMBERED ON ALL SIDES.  THERE
 KN0414'IS A SIMILAR PEAK ABOUT SAME ELEVATION ABOUT 1/4 MILE TO W
 KN0414'OF STATION.
 KN0414'
 KN0414'UNDERGROUND MARK IS A STANDARD BRONZE DISK IN CONCRETE.
 KN0414'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KN0414'BRONZE DISKS IN BEDROCK.
 KN0414'
 KN0414'TO REACH STATION FROM POST OFFICE IN REDMOND, UTAH, GO W 0.3
 KN0414'MILE.  THENCE TURN R, N, PASSING ALONG W SIDE OF CEMETERY
 KN0414'AND GO 1.05 MILES TO A FORK AT A SMALL WATER HOLE ON L.  HERE
 KN0414'TAKE L FORK, MAIN TRAVELED ROAD, AND GO 0.4 MILE TO A SMALL
 KN0414'IRRIGATION DITCH.  CROSS DITCH AND TAKE EXTREME R FORK 0.15
 KN0414'MILE TO A LANE LEADING TO L, W.  TURN L AND GO 1.05 MILES TO
 KN0414'AN IRRIGATION DITCH.  CROSS DITCH AND CONTINUE ABOUT 50 YARDS
 KN0414'TO A FORK.  HERE TAKE R FORK AND GO 0.45 MILE TO ANOTHER FORK.
 KN0414'THENCE TAKE R FORK AND FOLLOW MAIN TRAVELED ROAD 5.95 MILES
 KN0414'TO A CABIN ON R SIDE OF ROAD IN REDMOND CANYON.  THENCE
 KN0414'CONTINUE UP CANYON 0.7 MILE TO A DIM FORK JUST AFTER
 KN0414'PASSING A SMALL RESERVOIR ON L.  TAKE L FORK 0.25 MILE TO
 KN0414'END OF TRUCK TRAVEL WHERE OLD ROAD TURNS L UP SLOPE.
 KN0414'FROM HERE PEAK ON WHICH STATION IS LOCATED IS VISIBLE
 KN0414'AT 168 DEG MAGNETIC.  FROM HERE FOLLOW UP OLD WAGON ROAD ABOUT
 KN0414'175 YARDS TO A FOOT TRAIL LEADING TO L.  THENCE GO L ON
 KN0414'TRAIL ABOUT 1/2 MILE UP TO A SADDLE AND THENCE GO L TO
 KN0414'HIGHEST POINT AND STATION SITE.
 KN0414'
 KN0414'STATION MARK IS A STANDARD DISK SET IN CONCRETE IN TOP OF
 KN0414'A 3-INCH IRON PIPE SUNK SECURELY IN GROUND.  REFERENCE MARK
 KN0414'NO. 1 IS SE OF AND ABOUT 1 FOOT LOWER IN ELEVATION THAN
 KN0414'STATION.  REFERENCE MARK NO. 2 IS WSW OF STATION AND IS
 KN0414'SET IN TOP OF A LARGE BOULDER ABOUT 5 FEET IN DIAMETER.  IT
 KN0414'IS ABOUT SAME ELEVATION AS STATION.  AZIMUTH MARK IS ABOUT 0.2
 KN0414'MILE W OF STATION ON E SLOPE OF ANOTHER PEAK WHICH IS VERY
 KN0414'SIMILAR TO ONE ON WHICH STATION IS LOCATED.
 KN0414
 KN0414                          STATION RECOVERY (2024)
 KN0414
 KN0414'RECOVERY NOTE BY PEAK BAGGER 2024 (DG)
 KN0414'THE STATION AND BOTH REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0415 ***********************************************************************
 KN0415  DESIGNATION -  STEVENS 20
 KN0415  PID         -  KN0415
 KN0415  STATE/COUNTY-  UT/SANPETE
 KN0415  COUNTRY     -  US
 KN0415  USGS QUAD   -  REDMOND CANYON (2017)
 KN0415
 KN0415                         *CURRENT SURVEY CONTROL
 KN0415  ______________________________________________________________________
 KN0415* NAD 83(1994) POSITION- 39 03 36.81909(N) 111 59 51.58371(W)   ADJUSTED
 KN0415  ______________________________________________________________________
 KN0415  GEOID HEIGHT    -        -18.206 (meters)                     GEOID18
 KN0415  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 KN0415  HORZ ORDER      -  THIRD
 KN0415
 KN0415.The horizontal coordinates were established by classical geodetic methods
 KN0415.and adjusted by the National Geodetic Survey in November 1997.
 KN0415
 KN0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0415.GEOID18 height accuracy estimate available here.
 KN0415
 KN0415.Click photographs - Photos may exist for this station.
 KN0415
 KN0415.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0415
 KN0415. The following values were computed from the NAD 83(1994) position.
 KN0415
 KN0415;                    North         East     Units Scale Factor Converg.
 KN0415;SPC UT C     - 2,080,820.278   456,926.563   MT  0.99998953   -0 19 07.7
 KN0415;SPC UT C     - 6,826,824.53  1,499,099.90   sFT  0.99998953   -0 19 07.7
 KN0415;UTM  12      - 4,323,933.703   413,683.064   MT  0.99969174   -0 37 43.3
 KN0415
 KN0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ1368323933(NAD 83)
 KN0415
 KN0415                          SUPERSEDED SURVEY CONTROL
 KN0415
 KN0415  NAD 83(1986)-  39 03 36.81077(N)    111 59 51.58158(W) AD(       ) 3
 KN0415  NAD 27      -  39 03 36.95000(N)    111 59 48.84000(W) AD(       ) 3
 KN0415  USSD        -  39 03 37.72200(N)    111 59 49.56600(W) AD(       ) 3
 KN0415
 KN0415.Superseded values are not recommended for survey control.
 KN0415
 KN0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0415.See file dsdata.pdf to determine how the superseded data were derived.
 KN0415
 KN0415_MARKER: Z = SEE DESCRIPTION
 KN0415_SETTING: 0 = UNSPECIFIED SETTING
 KN0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0415
 KN0415  HISTORY     - Date     Condition        Report By
 KN0415  HISTORY     - 1919     MONUMENTED       CGS
 KN0415
 KN0415                          STATION DESCRIPTION
 KN0415
 KN0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (GDC)
 KN0415'ABOUT 7 MILES WEST AND A LITTLE NORTH OF REDMOND, ON THE
 KN0415'HIGHEST TIMBERED POINT OF THE SOUTH END OF VALLEY RANGE.
 KN0415'STATION IS A SIGNAL IN THE TOP OF A TREE ON THE EAST KNOLL
 KN0415'OF THE POINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1121 ***********************************************************************
 LO1121  DESIGNATION -  STILLWATER
 LO1121  PID         -  LO1121
 LO1121  STATE/COUNTY-  UT/DUCHESNE
 LO1121  COUNTRY     -  US
 LO1121  USGS QUAD   -  TWOROOSE PASS (2017)
 LO1121
 LO1121                         *CURRENT SURVEY CONTROL
 LO1121  ______________________________________________________________________
 LO1121* NAD 83(1994) POSITION- 40 34 28.89352(N) 110 43 52.57149(W)   ADJUSTED
 LO1121* NAVD 88 ORTHO HEIGHT -  3429.8   (meters)    11253.    (feet) VERTCON3
 LO1121  ______________________________________________________________________
 LO1121  GEOID HEIGHT    -        -13.151 (meters)                     GEOID18
 LO1121  LAPLACE CORR    -         -6.44  (seconds)                    DEFLEC18
 LO1121  HORZ ORDER      -  SECOND
 LO1121
 LO1121.The horizontal coordinates were established by classical geodetic methods
 LO1121.and adjusted by the National Geodetic Survey in November 1997.
 LO1121
 LO1121.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1121
 LO1121.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1121.GEOID18 height accuracy estimate available here.
 LO1121
 LO1121.Click photographs - Photos may exist for this station.
 LO1121
 LO1121.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1121
 LO1121. The following values were computed from the NAD 83(1994) position.
 LO1121
 LO1121;                    North         East     Units Scale Factor Converg.
 LO1121;SPC UT C     - 2,249,120.812   565,089.243   MT  0.99998213   +0 29 32.8
 LO1121;SPC UT C     - 7,378,990.53  1,853,963.62   sFT  0.99998213   +0 29 32.8
 LO1121;UTM  12      - 4,491,580.352   522,745.280   MT  0.99960637   +0 10 29.3
 LO1121
 LO1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1121!SPC UT C     -   0.99946433  x   0.99998213  =   0.99944647
 LO1121!UTM  12      -   0.99946433  x   0.99960637  =   0.99907091
 LO1121
 LO1121:                Primary Azimuth Mark                     Grid Az
 LO1121:SPC UT C     -  BLIND STREAM                             177 58 32.1
 LO1121:UTM  12      -  BLIND STREAM                             178 17 35.6
 LO1121
 LO1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK2274591580(NAD 83)
 LO1121
 LO1121|---------------------------------------------------------------------|
 LO1121| PID    Reference Object                     Distance      Geod. Az  |
 LO1121|                                                           dddmmss.s |
 LO1121| CP5864 STILLWATER RM 1                       7.934 METERS 03359     |
 LO1121| LO1122 BLIND STREAM                        APPROX. 5.7 KM 1782804.9 |
 LO1121| CP5865 STILLWATER RM 2                       8.940 METERS 19716     |
 LO1121|---------------------------------------------------------------------|
 LO1121
 LO1121                          SUPERSEDED SURVEY CONTROL
 LO1121
 LO1121  NAD 83(1993)-  40 34 28.89306(N)    110 43 52.57104(W) AD(       ) 2
 LO1121  NAD 83(1986)-  40 34 28.87749(N)    110 43 52.56006(W) AD(       ) 2
 LO1121  NAD 27      -  40 34 29.08600(N)    110 43 49.97000(W) AD(       ) 2
 LO1121  NGVD 29 (07/19/86) 3428.2    (m)        11247.     (f) VERT ANG       
 LO1121
 LO1121.Superseded values are not recommended for survey control.
 LO1121
 LO1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1121.See file dsdata.pdf to determine how the superseded data were derived.
 LO1121
 LO1121_MARKER: DS = TRIANGULATION STATION DISK
 LO1121_SETTING: 80 = SET IN A BOULDER
 LO1121_STAMPING: STILLWATER 1946
 LO1121_MARK LOGO: CGS
 LO1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1121+STABILITY: SURFACE MOTION
 LO1121
 LO1121  HISTORY     - Date     Condition        Report By
 LO1121  HISTORY     - 1946     MONUMENTED       CGS
 LO1121  HISTORY     - 1966     GOOD             USGS
 LO1121
 LO1121                          STATION DESCRIPTION
 LO1121
 LO1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1121'STATION IS ON A HIGH PEAK, ON EAST EDGE OF RIDGE BETWEEN
 LO1121'ROCK CREEK AND SOUTH FORK OF ROCK CREEK.  THE PEAK IS COVERED ON
 LO1121'THE TOP WITH SCRUB PINES AND BRUSH, AND IT DROPS OFF ABRUPTLY
 LO1121'TO THE NORTH, EAST, AND SOUTH, BUT SLOPES GENTLY UPWARD TO THE
 LO1121'WEST.  THE STATION IS APPROXIMATELY 22 MILES AIR LINE NORTHEAST
 LO1121'OF MOUNTAIN HOME, 15 M MILES AIR LINE NORTH OF TABONIA,
 LO1121'9-1/2 MILES AIR LINE NORTHEAST OF HANNA, 125 YARDS SOUTH OF
 LO1121'HIGHEST POINT OF PEAK, 30 FEET WEST OF EAST EDGE OF BLUFF,
 LO1121'PROJECTS APPROXIMATELY 4 FEET, STAMPED--STILLWATER 1946.
 LO1121'
 LO1121'REFERENCE MARK NO. 1 IS APPROXIMATELY 15 FEET WEST OF EAST
 LO1121'EDGE OF BLUFF, 4 FEET LOWER THAN STATION MARK, PROJECTS 2
 LO1121'FEET, STAMPED--STILLWATER NO 1 1946.
 LO1121'
 LO1121'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN
 LO1121'STATION MARK, PROJECTS 3 FEET, AND STAMPED--STILLWATER NO
 LO1121'2 1946.
 LO1121'
 LO1121'TO REACH FROM DUCHESNE POST OFFICE, GO NORTH ON STATE HIGHWAY
 LO1121'35 FOR 6.8 MILES TO SIDE ROAD AND SIGN TABIONA 20 MI.  CONTINUE
 LO1121'STRAIGHT AHEAD AND FOLLOW MAIN TRAVELED ROAD FOR 13.1 MILES TO
 LO1121'GENERAL STORE AND SERVICE STATION AT MOUNTAIN HOME.  CONTINUE
 LO1121'STRAIGHT AHEAD FOR 0.1 MILE TO SIDE ROAD.  TURN LEFT, WEST,
 LO1121'AND FOLLOW MAIN ROAD FOR 4.3 MILES TO CATTLE GUARD AND SIGN
 LO1121'BOUNDARY INDIAN RESERVATIONS.  CONTINUE ON MAIN TRAVELED
 LO1121'ROAD FOR 7.5 MILES TO SIDE ROAD AND SIGN PETERSEN SAWMILL.
 LO1121'CONTINUE STRAIGHT AHEAD FOR 7.9 MILES TO FORKS AND SIGN
 LO1121'PETERSEN SAWMILL.  TAKE LEFT FORK AND GO 5.5 MILES TO A
 LO1121'CABIN AND SIGN UPPER STILLWATER, AND END OF TRUCK TRAVEL.
 LO1121'PACK UP FOREST SERVICE TRAIL IN SOUTHWESTERLY DIRECTION,
 LO1121'TO A TRIANGLE BLAZE ON LARGE QUAKING ASPEN TREE ON
 LO1121'RIGHT OF TRAIL (A JEEP CAN BE DRIVEN TO THIS POINT,
 LO1121'APPROXIMATELY 0.5 MILE FROM CABIN).  TURN RIGHT AND FOLLOW
 LO1121'BLAZES ON TREES UP DRAW TO BARE RIDGE.  FOLLOW UP RIDGE IN
 LO1121'NORTHWESTERLY DIRECTION TO TOP OF SHELF, WHICH IS COVERED
 LO1121'WITH ASPEN AND PINE TREES.  PICK WAY NORTHWEST TOWARD
 LO1121'SOUTHEAST POINT OF RIDGE AND STATION AS DESCRIBED ABOVE.
 LO1121'TREES ARE BLAZED AND GOING IS FAIRLY EASY UNTIL NEAR TOP,
 LO1121'WHEN WAY BECOMES VERY ROCKY.  A FOUR-HOUR PACK.  NOTE--HORSES
 LO1121'AND A GUIDE WERE USED BY OBSERVING PARTY, AND A DIFFERENT
 LO1121'ROUTE WAS TAKEN.  IT IS IMPOSSIBLE TO GET HORSES TO TOP,
 LO1121'BUT PACK CAN BE CUT DOWN TO ONE AND ONE-HALF HOURS WITH
 LO1121'HORSES.
 LO1121
 LO1121                          STATION RECOVERY (1966)
 LO1121
 LO1121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LO1121'RECOVERED.
 LO1121'
 LO1121'STATION MARK--STANDARD DISK, STAMPED ---STILLWATER 1946---, PROJECTING
 LO1121'APPROXIMATELY 4 FT. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1118 ***********************************************************************
 LO1118  DESIGNATION -  STONE
 LO1118  PID         -  LO1118
 LO1118  STATE/COUNTY-  UT/DUCHESNE
 LO1118  COUNTRY     -  US
 LO1118  USGS QUAD   -  OWEEP CREEK (2017)
 LO1118
 LO1118                         *CURRENT SURVEY CONTROL
 LO1118  ______________________________________________________________________
 LO1118* NAD 83(1994) POSITION- 40 44 00.79680(N) 110 30 20.58589(W)   ADJUSTED
 LO1118* NAVD 88 ORTHO HEIGHT -  3874.9   (meters)    12713.    (feet) VERTCON3
 LO1118  ______________________________________________________________________
 LO1118  GEOID HEIGHT    -        -11.654 (meters)                     GEOID18
 LO1118  LAPLACE CORR    -          6.93  (seconds)                    DEFLEC18
 LO1118  HORZ ORDER      -  THIRD
 LO1118
 LO1118.The horizontal coordinates were established by classical geodetic methods
 LO1118.and adjusted by the National Geodetic Survey in November 1997.
 LO1118
 LO1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1118
 LO1118.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1118.GEOID18 height accuracy estimate available here.
 LO1118
 LO1118.Click photographs - Photos may exist for this station.
 LO1118
 LO1118.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1118
 LO1118. The following values were computed from the NAD 83(1994) position.
 LO1118
 LO1118;                    North         East     Units Scale Factor Converg.
 LO1118;SPC UT C     - 2,266,949.148   583,990.148   MT  1.00002186   +0 38 12.9
 LO1118;SPC UT C     - 7,437,482.33  1,915,974.34   sFT  1.00002186   +0 38 12.9
 LO1118;UTM  12      - 4,509,297.266   541,736.876   MT  0.99962144   +0 19 21.2
 LO1118
 LO1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1118!SPC UT C     -   0.99939436  x   1.00002186  =   0.99941621
 LO1118!UTM  12      -   0.99939436  x   0.99962144  =   0.99901603
 LO1118
 LO1118:                Primary Azimuth Mark                     Grid Az
 LO1118:SPC UT C     -  ET 57                                    345 05 18.2
 LO1118:UTM  12      -  ET 57                                    345 24 09.9
 LO1118
 LO1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL4173609297(NAD 83)
 LO1118
 LO1118|---------------------------------------------------------------------|
 LO1118| PID    Reference Object                     Distance      Geod. Az  |
 LO1118|                                                           dddmmss.s |
 LO1118| LO1110 ET 57                               APPROX. 3.5 KM 3454331.1 |
 LO1118|---------------------------------------------------------------------|
 LO1118
 LO1118                          SUPERSEDED SURVEY CONTROL
 LO1118
 LO1118  NAD 83(1993)-  40 44 00.79650(N)    110 30 20.58560(W) AD(       ) 3
 LO1118  NAD 83(1986)-  40 44 00.78031(N)    110 30 20.57384(W) AD(       ) 3
 LO1118  NAD 27      -  40 44 00.97825(N)    110 30 17.97869(W) AD(       ) 3
 LO1118  NGVD 29 (07/19/86) 3873.1    (m)        12707.     (f) VERT ANG       
 LO1118
 LO1118.Superseded values are not recommended for survey control.
 LO1118
 LO1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1118.See file dsdata.pdf to determine how the superseded data were derived.
 LO1118
 LO1118_MARKER: DD = SURVEY DISK
 LO1118_SETTING: 66 = SET IN ROCK OUTCROP
 LO1118_STAMPING: STONE 1965
 LO1118_MARK LOGO: USGS
 LO1118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO1118+STABILITY: POSITION/ELEVATION WELL
 LO1118
 LO1118  HISTORY     - Date     Condition        Report By
 LO1118  HISTORY     - 1965     MONUMENTED       USGS
 LO1118
 LO1118                          STATION DESCRIPTION
 LO1118
 LO1118'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 LO1118'LOCATED 11 MI. N. OF MOON LAKE GUARD STATION, 1 MI. NW. OF SUPERIOR
 LO1118'LAKE, ON THE HIGHEST POINT OF A SMALL TOP ON THE E. SIDE OF A ROCKY,
 LO1118'OPEN RIDGE LINE.
 LO1118'
 LO1118'STATION REACHED BY HELICOPTER.
 LO1118'
 LO1118'STATION MARK--STANDARD TABLET, STAMPED ---STONE 1965---, SET IN
 LO1118'DRILL HOLE IN TOP OF ROCK OUTCROP.
 LO1118'
 LO1118'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0458 ***********************************************************************
 LP0458  DESIGNATION -  STOOKEY
 LP0458  PID         -  LP0458
 LP0458  STATE/COUNTY-  UT/TOOELE
 LP0458  COUNTRY     -  US
 LP0458  USGS QUAD   -  ONAQUI MOUNTAINS SOUTH (2017)
 LP0458
 LP0458                         *CURRENT SURVEY CONTROL
 LP0458  ______________________________________________________________________
 LP0458* NAD 83(1994) POSITION- 40 14 55.03219(N) 112 32 36.65355(W)   ADJUSTED
 LP0458* NAVD 88 ORTHO HEIGHT -  2751.5   (meters)     9027.    (feet) VERTCON3
 LP0458  ______________________________________________________________________
 LP0458  GEOID HEIGHT    -        -17.553 (meters)                     GEOID18
 LP0458  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 LP0458  HORZ ORDER      -  THIRD
 LP0458
 LP0458.The horizontal coordinates were established by classical geodetic methods
 LP0458.and adjusted by the National Geodetic Survey in June 1998.
 LP0458
 LP0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0458
 LP0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0458.GEOID18 height accuracy estimate available here.
 LP0458
 LP0458.Click photographs - Photos may exist for this station.
 LP0458
 LP0458.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0458
 LP0458. The following values were computed from the NAD 83(1994) position.
 LP0458
 LP0458;                    North         East     Units Scale Factor Converg.
 LP0458;SPC UT C     - 2,213,152.827   411,222.945   MT  0.99992483   -0 40 06.4
 LP0458;SPC UT C     - 7,260,985.57  1,349,153.95   sFT  0.99992483   -0 40 06.4
 LP0458;UTM  12      - 4,456,494.847   368,722.456   MT  0.99981215   -0 59 50.7
 LP0458
 LP0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0458!SPC UT C     -   0.99957130  x   0.99992483  =   0.99949616
 LP0458!UTM  12      -   0.99957130  x   0.99981215  =   0.99938353
 LP0458
 LP0458:                Primary Azimuth Mark                     Grid Az
 LP0458:SPC UT C     -  AJAX                                     082 39 30.8
 LP0458:UTM  12      -  AJAX                                     082 59 15.1
 LP0458
 LP0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK6872256494(NAD 83)
 LP0458
 LP0458|---------------------------------------------------------------------|
 LP0458| PID    Reference Object                     Distance      Geod. Az  |
 LP0458|                                                           dddmmss.s |
 LP0458| LP0274 AJAX                                APPROX.12.6 KM 0815924.4 |
 LP0458|---------------------------------------------------------------------|
 LP0458
 LP0458                          SUPERSEDED SURVEY CONTROL
 LP0458
 LP0458  NAD 83(1993)-  40 14 55.02822(N)    112 32 36.64303(W) AD(       ) 3
 LP0458  NAD 83(1986)-  40 14 55.02464(N)    112 32 36.64419(W) AD(       ) 3
 LP0458  NAD 27      -  40 14 55.24496(N)    112 32 33.79089(W) AD(       ) 3
 LP0458  NGVD 29 (07/19/86) 2750.2    (m)         9023.     (f) VERT ANG       
 LP0458
 LP0458.Superseded values are not recommended for survey control.
 LP0458
 LP0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0458.See file dsdata.pdf to determine how the superseded data were derived.
 LP0458
 LP0458_MARKER: DD = SURVEY DISK
 LP0458_SETTING: 66 = SET IN ROCK OUTCROP
 LP0458_MARK LOGO: USGS
 LP0458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0458+STABILITY: POSITION/ELEVATION WELL
 LP0458
 LP0458  HISTORY     - Date     Condition        Report By
 LP0458  HISTORY     - 1915     MONUMENTED       USGS
 LP0458  HISTORY     - 1955     GOOD             USGS
 LP0458
 LP0458                          STATION DESCRIPTION
 LP0458
 LP0458'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 LP0458'LOCATED ABOUT 13.0 MI. NE. OF DAVIS MTN. AND 8.0 MI. SW. OF CLOVER, ON
 LP0458'HIGHEST POINT OF STANSBURY MTNS.
 LP0458'
 LP0458'TO REACH FROM HATCH RANCH, FOLLOW TRACK RD. S. FOR 0.5 MI., TURN LEFT
 LP0458'AND FOLLOW MAIN TRACK RD. W. FOR 3.7 MI.  LEAVE TRUCK AND PACK SE. TO
 LP0458'HIGHEST POINT AND STATION.  (STATION MAY BE REACHED FROM E. SIDE OF
 LP0458'MTN. BY TRAIL FROM STOOKEY RANCH.)  ABOUT 3 HOUR PACK.
 LP0458'
 LP0458'STATION MARK--TABLET SET IN SOLID ROCK, A 4 FT. CAIRN CEMENTED OVER
 LP0458'STATION MARK.
 LP0458'
 LP0458'REFERENCE MARKS--NONE.
 LP0458
 LP0458                          STATION RECOVERY (1955)
 LP0458
 LP0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LP0458'LOCATED ABOUT 13.0 MI. NE. OF DAVIS MTN. AND 8.0 MI. SW. OF CLOVER, ON
 LP0458'HIGHEST POINT OF STANSBURY MTNS.
 LP0458'
 LP0458'TO REACH FROM HATCH RANCH FOLLOW TRACK RD. S. FOR 0.5 MI., TURN LEFT
 LP0458'AND FOLLOW MAIN TRACK RD. W. 3.7 MI.  LEAVE TRUCK AND PACK SE. TO
 LP0458'HIGHEST POINT AND STATION.  (STATION MAY BE REACHED FROM E. SIDE OF
 LP0458'MTN. BY TRAIL FROM STOOKEY RANCH).  ABOUT 3 HOUR PACK.
 LP0458'
 LP0458'STATION MARK--TABLET SET IN SOLID ROCK, A 4 FT. CAIRN CEMENTED OVER
 LP0458'STATION MARK.
 LP0458'
 LP0458'REFERENCE MARKS--NONE.
 LP0458'
 LP0458'TRUCK CAN BE DRIVEN TO BASE OF MTN. ON RD. THAT
 LP0458'ENTERS BIG CANYON.  PACK SW. TO PEAK.  A 1-1/2 HOUR PACK.  ALL MARKS
 LP0458'FOUND IN GOOD CONDITION.  NO REFERENCE MARKS FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0761 ***********************************************************************
 LO0761  DESIGNATION -  STRAW
 LO0761  PID         -  LO0761
 LO0761  STATE/COUNTY-  UT/WASATCH
 LO0761  COUNTRY     -  US
 LO0761  USGS QUAD   -  TWIN PEAKS (2017)
 LO0761
 LO0761                         *CURRENT SURVEY CONTROL
 LO0761  ______________________________________________________________________
 LO0761* NAD 83(1994) POSITION- 40 17 15.26088(N) 111 18 53.49145(W)   ADJUSTED
 LO0761* NAVD 88 ORTHO HEIGHT -  2962.4   (meters)     9719.    (feet) VERTCON3
 LO0761  ______________________________________________________________________
 LO0761  GEOID HEIGHT    -        -15.543 (meters)                     GEOID18
 LO0761  LAPLACE CORR    -          7.84  (seconds)                    DEFLEC18
 LO0761  HORZ ORDER      -  THIRD
 LO0761
 LO0761.The horizontal coordinates were established by classical geodetic methods
 LO0761.and adjusted by the National Geodetic Survey in November 1997.
 LO0761
 LO0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0761
 LO0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0761.GEOID18 height accuracy estimate available here.
 LO0761
 LO0761.Click photographs - Photos may exist for this station.
 LO0761
 LO0761.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0761
 LO0761. The following values were computed from the NAD 83(1994) position.
 LO0761
 LO0761;                    North         East     Units Scale Factor Converg.
 LO0761;SPC UT C     - 2,216,976.199   515,742.292   MT  0.99992996   +0 07 07.0
 LO0761;SPC UT C     - 7,273,529.41  1,692,064.50   sFT  0.99992996   +0 07 07.0
 LO0761;UTM  12      - 4,459,723.295   473,236.814   MT  0.99960882   -0 12 12.9
 LO0761
 LO0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0761!SPC UT C     -   0.99953793  x   0.99992996  =   0.99946792
 LO0761!UTM  12      -   0.99953793  x   0.99960882  =   0.99914693
 LO0761
 LO0761:                Primary Azimuth Mark                     Grid Az
 LO0761:SPC UT C     -  HOBBLE                                   294 13 42.0
 LO0761:UTM  12      -  HOBBLE                                   294 33 01.9
 LO0761
 LO0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK7323659723(NAD 83)
 LO0761
 LO0761|---------------------------------------------------------------------|
 LO0761| PID    Reference Object                     Distance      Geod. Az  |
 LO0761|                                                           dddmmss.s |
 LO0761| LO0763 HOBBLE                              APPROX.12.8 KM 2942049.0 |
 LO0761|---------------------------------------------------------------------|
 LO0761
 LO0761                          SUPERSEDED SURVEY CONTROL
 LO0761
 LO0761  NAD 83(1993)-  40 17 15.26040(N)    111 18 53.48963(W) AD(       ) 3
 LO0761  NAD 83(1986)-  40 17 15.24910(N)    111 18 53.48291(W) AD(       ) 3
 LO0761  NAD 27      -  40 17 15.41506(N)    111 18 50.84700(W) AD(       ) 3
 LO0761  NGVD 29 (07/19/86) 2961.0    (m)         9715.     (f) VERT ANG       
 LO0761
 LO0761.Superseded values are not recommended for survey control.
 LO0761
 LO0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0761.See file dsdata.pdf to determine how the superseded data were derived.
 LO0761
 LO0761_MARKER: DD = SURVEY DISK
 LO0761_SETTING: 80 = SET IN A BOULDER
 LO0761_STAMPING: STRAW 1964
 LO0761_MARK LOGO: USGS
 LO0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0761+STABILITY: SURFACE MOTION
 LO0761
 LO0761  HISTORY     - Date     Condition        Report By
 LO0761  HISTORY     - 1964     MONUMENTED       USGS
 LO0761
 LO0761                          STATION DESCRIPTION
 LO0761
 LO0761'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LO0761'LOCATED ABOUT 15.1 MI. S. OF AND 5.7 MI. E. OF HEBER, 3 MI. SE. OF
 LO0761'DANIELS PASS ON  U.S. HIGHWAY 40, ON A HIGH BARE PEAK KNOWN LOCALLY AS
 LO0761'STRAWBERRY PEAK.
 LO0761'
 LO0761'TO REACH FROM THE POST OFFICE IN HEBER, PROCEED S. THEN SE. ON I.S.
 LO0761'HIGHWAY 40 FOR 17.9 MI. TO DANIELS PASS AND CONOCO SERVICE STATION ON
 LO0761'LEFT, TURN RIGHT UP GRAVEL RD. FOR 0.05 MI. TO RD. FORK, BEAR RIGHT
 LO0761'FOR 1.3 MI. TO Y-RD. FORK, BEAR LEFT FOR 0.55 MI. TO GATE , CONTINUE
 LO0761'STRAIGHT AHEAD FOR 2.1 MI. TO RD. FORK AND U.S. FOREST SERVICE SIGN
 LO0761'(MURDOCK HOLLOW TRAIL, 4 LEFT FK HOBBLE CR) ON RIGHT AND CORRAL ON
 LO0761'LEFT BEAR RIGHT FOR 0.15 MI. TO Y-RD. FORK, BEAR RIGHT ON TRACK RD.
 LO0761'FOR 1.25 MI. TO Y-RD. FORK IN SADDLE, TURN RIGHT AND GO 0.15 MI. TO
 LO0761'ANOTHER SADDLE, TURN LEFT  UPHILL FOR 0.05 MI. TO END OF TRUCK TRAVEL,
 LO0761'PROCEED ON FOOT TO TOP AND STATION MARK.
 LO0761'
 LO0761'STATION MARK - A STANDARD TABLET STAMPED ---STRAW 1964--- SET IN A
 LO0761'BOULDER.
 LO0761'
 LO0761'REFERENCE MARK NO.1 - A STANDARD TABLET STAMPED ---NO.1 1964--- SET IN
 LO0761'A BOULDER, 29.95 FT., S 87 DEG 27 MIN E.
 LO0761'
 LO0761'REFERENCE MARK NO.2 - A STANDARD TABLET STAMPED ---NO.2 1964--- SET IN
 LO0761'A BOULDER, 37.57 FT., N 80 DEG 31 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1095 ***********************************************************************
 LO1095  DESIGNATION -  STRAWBERRY
 LO1095  PID         -  LO1095
 LO1095  STATE/COUNTY-  UT/WASATCH
 LO1095  COUNTRY     -  US
 LO1095  USGS QUAD   -  STRAWBERRY PEAK (2017)
 LO1095
 LO1095                         *CURRENT SURVEY CONTROL
 LO1095  ______________________________________________________________________
 LO1095* NAD 83(1994) POSITION- 40 03 03.04618(N) 110 57 42.31788(W)   ADJUSTED
 LO1095* NAVD 88 ORTHO HEIGHT -  3138.6   (meters)    10297.    (feet) VERTCON3
 LO1095  ______________________________________________________________________
 LO1095  GEOID HEIGHT    -        -15.765 (meters)                     GEOID18
 LO1095  LAPLACE CORR    -         -8.22  (seconds)                    DEFLEC18
 LO1095  HORZ ORDER      -  FIRST
 LO1095
 LO1095.The horizontal coordinates were established by classical geodetic methods
 LO1095.and adjusted by the National Geodetic Survey in November 1997.
 LO1095
 LO1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1095
 LO1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1095.GEOID18 height accuracy estimate available here.
 LO1095
 LO1095.Click photographs - Photos may exist for this station.
 LO1095
 LO1095.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1095
 LO1095. The following values were computed from the NAD 83(1994) position.
 LO1095
 LO1095;                    North         East     Units Scale Factor Converg.
 LO1095;SPC UT C     - 2,190,814.691   545,924.111   MT  0.99990590   +0 20 41.2
 LO1095;SPC UT C     - 7,187,697.87  1,791,086.02   sFT  0.99990590   +0 20 41.2
 LO1095;UTM  12      - 4,433,401.371   503,262.162   MT  0.99960013   +0 01 28.6
 LO1095
 LO1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1095!SPC UT C     -   0.99951034  x   0.99990590  =   0.99941629
 LO1095!UTM  12      -   0.99951034  x   0.99960013  =   0.99911067
 LO1095
 LO1095:                Primary Azimuth Mark                     Grid Az
 LO1095:SPC UT C     -  STRAWBERRY PEAK RESET                    257 25 35.1
 LO1095:UTM  12      -  STRAWBERRY PEAK RESET                    257 44 47.7
 LO1095
 LO1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK0326233401(NAD 83)
 LO1095
 LO1095|---------------------------------------------------------------------|
 LO1095| PID    Reference Object                     Distance      Geod. Az  |
 LO1095|                                                           dddmmss.s |
 LO1095| CP5870 STRAWBERRY RM 1                      12.435 METERS 23911     |
 LO1095| LO1097 STRAWBERRY WEST                     APPROX. 2.0 KM 2574322.0 |
 LO1095| CP5869 STRAWBERRY PEAK RESET                              2574616.3 |
 LO1095| CP5871 STRAWBERRY RM 2                       7.585 METERS 34940     |
 LO1095|---------------------------------------------------------------------|
 LO1095
 LO1095                          SUPERSEDED SURVEY CONTROL
 LO1095
 LO1095  NAD 83(1993)-  40 03 03.04601(N)    110 57 42.31609(W) AD(       ) 1
 LO1095  NAD 83(1986)-  40 03 03.03295(N)    110 57 42.31084(W) AD(       ) 1
 LO1095  NAD 27      -  40 03 03.19000(N)    110 57 39.73500(W) AD(       ) 1
 LO1095  NGVD 29 (07/19/86) 3137.0    (m)        10292.     (f) VERT ANG       
 LO1095
 LO1095.Superseded values are not recommended for survey control.
 LO1095
 LO1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1095.See file dsdata.pdf to determine how the superseded data were derived.
 LO1095
 LO1095_MARKER: DS = TRIANGULATION STATION DISK
 LO1095_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO1095_STAMPING: STRAWBERRY 1936
 LO1095_MARK LOGO: CGS
 LO1095_MAGNETIC: P = MARKER IS A STEEL PIPE
 LO1095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO1095
 LO1095  HISTORY     - Date     Condition        Report By
 LO1095  HISTORY     - 1936     MONUMENTED       CGS
 LO1095  HISTORY     - 1938     GOOD             CGS
 LO1095  HISTORY     - 1946     GOOD             CGS
 LO1095  HISTORY     - 1959     GOOD             USGS
 LO1095
 LO1095                          STATION DESCRIPTION
 LO1095
 LO1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 LO1095'ABOUT 10 MILES NE OF SOLDIER SUMMIT, IN SEC. 12, T 5 S, R 10 W,
 LO1095'ON NORTHEASTERLY AND SLIGHTLY LOWER OF TWO MAIN SUMMITS OF
 LO1095'STRAWBERRY MOUNTAINS, AND WITHIN BOUNDARIES OF UINTA NATIONAL
 LO1095'FOREST.  PEAK IS AN ALMOST BARE ROUND-TOPPED RIDGE WHICH ASCENDS
 LO1095'TO N AND S, AND LIES BETWEEN SLAB CANYON ON W AND HEAD OF PINE
 LO1095'HOLLOW CANYON ON SE.  TO REACH FROM DUCHESNE--GO SOUTHERLY
 LO1095'27.0 MILES ON STATE HIGHWAY 33 TO SUMMIT OF ROAD.  CONTINUE
 LO1095'1.0 MILE TO BUILDINGS OF UTAH HIGHWAY COMMISSION ON E SIDE
 LO1095'OF ROAD.  FROM HERE CONTINUE 0.2 MILE DOWN GRADE TO ROAD ON
 LO1095'RIGHT.  LEAVE HIGHWAY AND TURN RIGHT (W) AND GO 18.75 MILES
 LO1095'TO FORK AND SIGN ON LEFT READING SOLDIER SUMMIT.  KEEP
 LO1095'RIGHT FORK STRAIGHT AHEAD FOR 4.15 MILES TO OLD POLE CORRAL
 LO1095'AND END OF TRUCK TRAVEL.  FROM LEFT SIDE OF CORRAL, FOLLOW
 LO1095'PLAIN TRAIL WHICH CAN BE SEEN CLIMBING FACE OF MOUNTAIN
 LO1095'DIAGONALLY TO TOP OF PLATEAU.  FROM HERE GO N AND NE 1.0
 LO1095'MILE TO TOP OF PLATEAU AND SLAB CANYON SIGN.  KEEP
 LO1095'RIGHT-HAND (SLAB CANYON) TRAIL.  AND GO 0.5 MILE NE TO FORK
 LO1095'AND ANOTHER SLAB CANYON SIGN.  TAKE RIGHT-HAND LOWER
 LO1095'FORK ABOUT 1.25 MILES TO SADDLE BETWEEN HEADS OF CANYONS TO
 LO1095'N AND S AND ANOTHER SIGNBOARD.  TAKE RIGHT-HAND TRAIL TO SE UP
 LO1095'RIDGE, AND FOLLOW CIRCLING COURSE ALONG RIDGES TO SE AND N
 LO1095'ABOUT 1.25 MILES TO STATION SITE.  MAIN TRAIL PASSES OVER
 LO1095'SUMMIT OF MOUNTAIN.  BACK-PACKING REQUIRES 2-1/2 HOURS.
 LO1095'WATER AT SEEP SPRINGS TO RIGHT OF CORRAL AT END OF ROAD, ALSO
 LO1095'AT SPRING TO RIGHT OF ROAD 8.65 MILES W OF STATE HIGHWAY 33,
 LO1095'AND AT SNOW BANKS NEAR SUMMIT.  MARKED BY STANDARD STATION
 LO1095'DISK IN PIPE WHICH IS EMBEDDED IN THE GROUND.  REFERENCE MARKS
 LO1095'ARE STANDARD REFERENCE DISKS IN BURIED BOULDERS, 6 INCHES IN
 LO1095'DIAMETER AND PROJECTING 4 INCHES ABOVE GROUND.  NO. 1 IS 12.479
 LO1095'METERS (40.94 FEET) WSW OF STATION.
 LO1095'NO. 2 IS 7.586 METERS (24.89 FEET) NW OF STATION.
 LO1095'DISTANCE BETWEEN REFERENCE MARKS IS 54.79
 LO1095'FEET.  AZIMUTH MARK IS STATION STRAWBERRY PEAK (U.S.G.S.),
 LO1095'ORIGINALLY MARKED BY CROSS ON ROCK, BUT REMARKED IN 1936 BY
 LO1095'STANDARD DISK WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 LO1095'IT IS ABOUT 5 FEET ESE OF 6-FOOT ROCK CAIRN, ON PEAK
 LO1095'HIGHER THAN STATION PEAK, AND 1.5 MILES SW OF STATION.
 LO1095
 LO1095                          STATION RECOVERY (1938)
 LO1095
 LO1095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 LO1095'STATION ABOUT 10 MILES NE OF SOLDIER SUMMIT, UTAH, IN THE
 LO1095'UINTA NATIONAL FOREST ON THE NORTHEASTERLY AND SLIGHTLY LOWER
 LO1095'OF THE TWO ROUNDED RIDGES THAT FORM THE SUMMIT OF STRAWBERRY
 LO1095'MT.  THE STATION LIES BETWEEN SLAB CANYON TO THE W AND THE HEAD
 LO1095'OF PINE HOLLOW TO THE SE.
 LO1095'
 LO1095'STATION MARK IS A STANDARD DISK SET IN CEMENT IN THE TOP OF
 LO1095'A 4-INCH IRON PIPE SUNK SECURELY IN THE GROUND AND PROJECTING
 LO1095'ABOUT 9 INCHES ABOVE THE SURFACE.
 LO1095'
 LO1095'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN CONCRETE IN
 LO1095'A DEPRESSION IN OUTCROPPING BEDROCK SW OF THE STATION AT ABOUT
 LO1095'THE SAME ELEVATION.
 LO1095'
 LO1095'REFERENCE MARK NO. 2 IS A STANDARD DISK SAME AS NO. 1 NNW OF
 LO1095'THE STATION AT ABOUT THE SAME ELEVATION.
 LO1095'
 LO1095'AZIMUTH MARK IS STATION STRAWBERRY WEST 1938, APPROXIMATELY
 LO1095'1-1/2 MILE WSW AND ABOUT 100 FEET HIGHER IN ELEVATION.
 LO1095'
 LO1095'STATION IS REACHED FROM SOLDIER SUMMIT, UTAH BY GOING E ON
 LO1095'U.S. HIGHWAY 50 FOR 0.5 MILE.  THENCE BEAR LEFT ON A GRAVEL
 LO1095'HIGHWAY FOR 0.5 MILE TO A ROAD LEADING LEFT, DOWN HILL, THROUGH
 LO1095'A WIRE GATE.  PASS THROUGH GATE AND FOLLOW THIS ROAD E AND N
 LO1095'FOR 0.35 MILETO A ROAD TO THE RIGHT ACROSS A PLANK BRIDGE.
 LO1095'THENCE TURN RIGHT, ACROSS THE BRIDGE AND FOLLOW THE MAIN GRADED
 LO1095'ROAD UP VALLEY FOR 6.7 MILE TO AN INTERSECTION ON THE SUMMIT
 LO1095'OF THE RIDGE.  THENCE TURN LEFT ON THE RIDGE ROAD AND FOLLOW
 LO1095'IT N FOR 4.1 MILES TO ITS END NEAR THE REMAINS OF AN OLD
 LO1095'CORRAL AND THE END OF THE TRUCK TRAVEL.  FROM HERE FOLLOW A
 LO1095'PLAIN TRAIL TO THE LEFT OF THE CORRAL UP RIDGE AND ACROSS
 LO1095'THE FACE OF A STEEP SLOPE ABOUT 1/2 MILE TO SUMMIT OF
 LO1095'PLATEAU, IN THE HEAD OF A VALLEY LEADING TO THE N.  THERE
 LO1095'IS A SIGN (SLAB CANYON, BEAVER CANYON, WILLOW CREEK)
 LO1095'NAILED ON A SMALL TREE AT THE FORK OF THE TRAIL.  THENCE
 LO1095'TURN RIGHT PER SLAB CANYON SIGN, AND FOLLOW THE MAIN TRAIL
 LO1095'FOR 1/2 MILE TO ANOTHER SIGN (SLAB CANYON) ON A POLE.
 LO1095'THENCE TAKE THE RIGHT FORK AS PER SIGN, AND FOLLOW TRAIL AROUND
 LO1095'MOUNTAIN FOR ABOUT ONE MILE TO THE SADDLE BETWEEN THE TWO
 LO1095'SUMMITS AT A SIGN READING (SLAB CANYON, BEAVER CANYON).
 LO1095'THENCE TURN RIGHT AND FOLLOW A PLAIN TRAIL SE, WHICH
 LO1095'CIRCLES TO THE SE AND THEN TO THE N FOR ABOUT ONE MILE
 LO1095'AND PASSES OVER THE SUMMIT OF MOUNTAIN JUST ABOUT 50 FEET
 LO1095'W OF THE STATION SITE.
 LO1095'
 LO1095'(NOTE) - THE DISTANCE MEASURED TO REFERENCE MARK NO. 1 DIFFERED
 LO1095'BY 0.039 METERS FROM THAT MEASURED IN 1936.  THE 1938 MEASUREMENT
 LO1095'IS CORRECT.
 LO1095
 LO1095                          STATION RECOVERY (1946)
 LO1095
 LO1095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1095'THE STATION, AZIMUTH AND REFERENCE MARKS WERE FOUND IN GOOD
 LO1095'CONDITION AND AS PREVIOUSLY DESCRIBED.
 LO1095'
 LO1095'THE STATION IS LOCATED ABOUT 13 MILES AIR LINE SOUTH-SOUTHWEST
 LO1095'OF FRUITLAND, ABOUT 10 MILES AIR LINE NORTHEAST OF SOLDIER
 LO1095'SUMMIT, IN THE UINTA NATIONAL FOREST ON THE NORTHEASTERLY AND
 LO1095'SLIGHTLY LOWER OF TWO ROUNDED RIDGES THAT FORM THE SUMMIT OF
 LO1095'STRAWBERRY MOUNTAIN.  THE STATION MARK IS A BRONZE DISK
 LO1095'STAMPED--STRAWBERRY 1936 SET IN CONCRETE IN THE TOP OF A
 LO1095'4-INCH IRON PIPE WHICH PROJECTS 9 INCHES.
 LO1095'
 LO1095'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED--STRAWBERRY NO
 LO1095'1 1936, SET IN A BOULDER WHICH PROJECTS 3 INCHES.  IT IS
 LO1095'SOUTHWEST OF AND 18 INCHES LOWER THAN STATION MARK.
 LO1095'
 LO1095'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED--STRAWBERRY
 LO1095'NO 2 1936, SET IN A BOULDER WHICH PROJECTS 3 INCHES.  IT IS
 LO1095'NORTH OF AND AT THE SAME ELEVATION AS THE STATION MARK.
 LO1095'
 LO1095'THE AZIMUTH MARK IS A BRONZE DISK STAMPED--STRAWBERRY 1936 SET
 LO1095'IN A BOULDER WHICH PROJECTS 6 INCHES.  IT IS 1.5 MILE WEST-SOUTHWEST
 LO1095'OF STATION, 18 FEET NORTHEAST OF STATION STRAWBERRY WEST.
 LO1095'
 LO1095'TO REACH STATION FROM POST OFFICE IN FRUITLAND.  GO 2.0 MILES
 LO1095'EAST ON U.S. HIGHWAY 40 TO A ROAD RIGHT JUST AFTER CROSSING
 LO1095'BRIDGE.  TURN RIGHT, FOLLOW ROAD DOWN CANYON 6.3 MILES TO A
 LO1095'FORK.  TURN RIGHT, CROSS BRIDGE, GO 0.4 MILE TO CATTLE GUARD.
 LO1095'CONTINUE UP CANYON 4.6 MILES TO FORK.  KEEP ON MAIN ROAD TO
 LO1095'LEFT 2.1 MILES TO FORK.  KEEP ON ROAD TO LEFT AND GO 11.6
 LO1095'MILES TO FORK.  TURN RIGHT, GO 3.3 MILES TO CROSSROAD AT
 LO1095'SUMMIT.  TURN RIGHT, GO 1.3 MILES TO AZIMUTH MARK ON RIGHT AT
 LO1095'STATION STRAWBERRY WEST, AS DESCRIBED ABOVE.  LEAVE ROAD,
 LO1095'FOLLOW TOP OF RIDGE EASTERLY 0.4 MILE TO BRIM OF RIDGE AND
 LO1095'END OF TRUCK TRAVEL.  FROM HERE FOLLOW TRAIL EAST, DOWN
 LO1095'SLOPE OF RIDGE TO BOTTOM OF CANYON THENCE ON SAME TRAIL,
 LO1095'GRADUALLY BEARING LEFT THROUGH TIMBER TO HIGHEST POINT OF
 LO1095'BARE RIDGE AND STATION.  A 1 HOUR PACK.
 LO1095
 LO1095                          STATION RECOVERY (1959)
 LO1095
 LO1095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LO1095'RECOVERED.
 LO1095'
 LO1095'STATION MARK--STANDARD DISK, SET IN CEMENT IN THE TOP OF A 4 IN.
 LO1095'IRON PIPE SUNK SECURELY IN THE GROUND AND PROJECTING ABOUT 9 IN.
 LO1095'ABOVE THE SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0567 ***********************************************************************
 HO0567  DESIGNATION -  STRAWBERRY POINT
 HO0567  PID         -  HO0567
 HO0567  STATE/COUNTY-  UT/KANE
 HO0567  COUNTRY     -  US
 HO0567  USGS QUAD   -  STRAWBERRY POINT (2017)
 HO0567
 HO0567                         *CURRENT SURVEY CONTROL
 HO0567  ______________________________________________________________________
 HO0567* NAD 83(1994) POSITION- 37 26 08.67309(N) 112 42 47.32794(W)   ADJUSTED
 HO0567* NAVD 88 ORTHO HEIGHT -  2749.5   (meters)     9021.    (feet) VERTCON3
 HO0567  ______________________________________________________________________
 HO0567  GEOID HEIGHT    -        -20.912 (meters)                     GEOID18
 HO0567  LAPLACE CORR    -          7.51  (seconds)                    DEFLEC18
 HO0567  HORZ ORDER      -  THIRD
 HO0567
 HO0567.The horizontal coordinates were established by classical geodetic methods
 HO0567.and adjusted by the National Geodetic Survey in November 1997.
 HO0567
 HO0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0567
 HO0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0567.GEOID18 height accuracy estimate available here.
 HO0567
 HO0567.Click photographs - Photos may exist for this station.
 HO0567
 HO0567.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0567
 HO0567. The following values were computed from the NAD 83(1994) position.
 HO0567
 HO0567;                    North         East     Units Scale Factor Converg.
 HO0567;SPC UT S     - 3,086,050.746   392,641.379   MT  0.99996967   -0 44 35.8
 HO0567;SPC UT S     -10,124,818.16  1,288,190.92   sFT  0.99996967   -0 44 35.8
 HO0567;UTM  12      - 4,144,590.058   348,439.224   MT  0.99988295   -1 02 29.7
 HO0567
 HO0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0567!SPC UT S     -   0.99957201  x   0.99996967  =   0.99954169
 HO0567!UTM  12      -   0.99957201  x   0.99988295  =   0.99945501
 HO0567
 HO0567:                Primary Azimuth Mark                     Grid Az
 HO0567:SPC UT S     -  PUMICE                                   041 55 43.9
 HO0567:UTM  12      -  PUMICE                                   042 13 37.8
 HO0567
 HO0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG4843944590(NAD 83)
 HO0567
 HO0567|---------------------------------------------------------------------|
 HO0567| PID    Reference Object                     Distance      Geod. Az  |
 HO0567|                                                           dddmmss.s |
 HO0567| HO0584 PUMICE                              APPROX.11.6 KM 0411108.1 |
 HO0567|---------------------------------------------------------------------|
 HO0567
 HO0567                          SUPERSEDED SURVEY CONTROL
 HO0567
 HO0567  NAD 83(1986)-  37 26 08.67092(N)    112 42 47.32705(W) AD(       ) 3
 HO0567  NAD 27      -  37 26 08.73692(N)    112 42 44.55105(W) AD(       ) 3
 HO0567  NGVD 29 (07/19/86) 2748.1    (m)         9016.     (f) VERT ANG       
 HO0567
 HO0567.Superseded values are not recommended for survey control.
 HO0567
 HO0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0567.See file dsdata.pdf to determine how the superseded data were derived.
 HO0567
 HO0567_MARKER: DB = BENCH MARK DISK
 HO0567_SETTING: 66 = SET IN ROCK OUTCROP
 HO0567_STAMPING: STRAWBERRY POINT 1957
 HO0567_MARK LOGO: USGS
 HO0567_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0567+STABILITY: POSITION/ELEVATION WELL
 HO0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0567+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2024
 HO0567
 HO0567  HISTORY     - Date     Condition        Report By
 HO0567  HISTORY     - 1957     MONUMENTED       USGS
 HO0567  HISTORY     - 20181025 GOOD             INDIV
 HO0567  HISTORY     - 20240929 GOOD             PEAKBG
 HO0567
 HO0567                          STATION DESCRIPTION
 HO0567
 HO0567'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 HO0567'LOCATED ABOUT 9.5 MI. NE. OF GLENDALE, AND 7 MI. SE. OF NAVAJO LAKE,
 HO0567'ON HIGHEST PART OF A BARE, PINK TOP KNOWN LOCALLY AS STRAWBERRY POINT.
 HO0567'
 HO0567'TO REACH FROM DUCK CREEK RANGER STATION, DRIVE E. ON STATE HIGHWAY 14
 HO0567'FOR 4.8 MI. TO T-RD. S. AND SIGN ---STRAWBERRY POINT 9---, TAKE SHARP
 HO0567'RIGHT AND FOLLOW SURFACED RD. FOR 9 MI. TO END AND STATION.
 HO0567'
 HO0567'STATION MARK--STANDARD TABLET, STAMPED ---STRAWBERRY POINT 1957---,
 HO0567'CEMENTED IN BEDROCK.
 HO0567'
 HO0567'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, CEMENTED IN DRILL HOLE,
 HO0567'11.83 FT. FROM STATION MARK, S 45 DEG 03 MIN E.
 HO0567'
 HO0567'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, CEMENTED IN DRILL HOLE,
 HO0567'28.92 FT. FROM STATION MARK, S 09 DEG 35 MIN W.
 HO0567
 HO0567                          STATION RECOVERY (2018)
 HO0567
 HO0567'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (TWG)
 HO0567'STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 HO0567'REFERENCE MARK 2 WAS NOT FOUND AND WHEN MEASURED, THAT PART OF RIDGE
 HO0567'HAS SINCE COLLAPSED.
 HO0567
 HO0567                          STATION RECOVERY (2024)
 HO0567
 HO0567'RECOVERY NOTE BY PEAK BAGGER 2024 (DG)
 HO0567'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DF5775 ***********************************************************************
 DF5775  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5775  DESIGNATION -  STRAWBERRY SNOWBN CORS ARP
 DF5775  CORS_ID     -  SASU
 DF5775  PID         -  DF5775
 DF5775  STATE/COUNTY-  UT/WEBER
 DF5775  COUNTRY     -  US
 DF5775  USGS QUAD   -  SNOW BASIN (2017)
 DF5775
 DF5775                         *CURRENT SURVEY CONTROL
 DF5775  ______________________________________________________________________
 DF5775* NAD 83(2011) POSITION- 41 11 11.35969(N) 111 52 22.03589(W)   ADJUSTED
 DF5775* NAD 83(2011) ELLIP HT-  2805.896 (meters)        (04/??/25)   ADJUSTED
 DF5775* NAD 83(2011) EPOCH   -  2010.00
 DF5775  ______________________________________________________________________
 DF5775  GEOID HEIGHT    -        -16.120 (meters)                     GEOID18
 DF5775  NAD 83(2011) X  - -1,791,612.329 (meters)                     COMP
 DF5775  NAD 83(2011) Y  - -4,462,899.309 (meters)                     COMP
 DF5775  NAD 83(2011) Z  -  4,179,879.300 (meters)                     COMP
 DF5775
 DF5775  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5775  Standards:
 DF5775         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5775            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5775  -------------------------------------------------------------------
 DF5775  NETWORK    3.17   4.65           1.32   1.16   2.37      0.52977300
 DF5775  -------------------------------------------------------------------
 DF5775
 DF5775.The coordinates were established by GPS observations
 DF5775.and adjusted by the National Geodetic Survey in April 2025.
 DF5775
 DF5775.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5775.been affixed to the stable North American Tectonic Plate. 
 DF5775
 DF5775.The coordinates are valid at the epoch date displayed above
 DF5775.which is a decimal equivalence of Year/Month/Day.
 DF5775
 DF5775.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DF5775.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DF5775.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DF5775.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DF5775.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DF5775.published epoch of 2010.00.
 DF5775
 DF5775.Additional information on MYCS is available at:
 DF5775.https://geodesy.noaa.gov/CORS/index.shtml
 DF5775
 DF5775.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5775.GEOID18 height accuracy estimate available here.
 DF5775
 DF5775.The PID for the CORS L1 Phase Center is DG4074.
 DF5775
 DF5775.Click photographs - Photos may exist for this station.
 DF5775
 DF5775.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5775
 DF5775.The ellipsoidal height was determined by GPS observations
 DF5775.and is referenced to NAD 83.
 DF5775
 DF5775. The following values were computed from the NAD 83(2011) position.
 DF5775
 DF5775;                    North         East     Units Scale Factor Converg.
 DF5775;SPC UT N     - 1,094,809.610   468,725.430   MT  0.99995747   -0 14 44.9
 DF5775;SPC UT N     - 3,591,887.86  1,537,810.01   sFT  0.99995747   -0 14 44.9
 DF5775;UTM  12      - 4,559,826.558   426,804.114   MT  0.99966594   -0 34 29.2
 DF5775
 DF5775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5775!SPC UT N     -   0.99956007  x   0.99995747  =   0.99951756
 DF5775!UTM  12      -   0.99956007  x   0.99966594  =   0.99922616
 DF5775
 DF5775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2680459826(NAD 83)
 DF5775
 DF5775                          SUPERSEDED SURVEY CONTROL
 DF5775
 DF5775  NAD 83(2011)-  41 11 11.36079(N)    111 52 22.03539(W) AD(2010.00) c
 DF5775  ELLIP H (06/??/19) 2805.858  (m)                       GP(2010.00) c c
 DF5775  NAD 83(2011)-  41 11 11.36081(N)    111 52 22.03523(W) AD(2010.00) c
 DF5775  ELLIP H (08/??/11) 2805.856  (m)                       GP(2010.00) c c
 DF5775  NAD 83(CORS)-  41 11 11.36066(N)    111 52 22.03560(W) AD(2002.00) c
 DF5775  ELLIP H (05/??/03) 2805.850  (m)                       GP(2002.00) c c
 DF5775
 DF5775.Superseded values are not recommended for survey control.
 DF5775
 DF5775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5775.See file dsdata.pdf to determine how the superseded data were derived.
 DF5775
 DF5775_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5775_MAGNETIC: I = MARKER IS A STEEL ROD
 DF5775
 DF5775                          STATION DESCRIPTION
 DF5775
 DF5775'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DF5775'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DF5775'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DF5775'AND LOG FILES ACCESSIBLE AT:
 DF5775'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1097 ***********************************************************************
 LO1097  DESIGNATION -  STRAWBERRY WEST
 LO1097  PID         -  LO1097
 LO1097  STATE/COUNTY-  UT/WASATCH
 LO1097  COUNTRY     -  US
 LO1097  USGS QUAD   -  STRAWBERRY PEAK (2017)
 LO1097
 LO1097                         *CURRENT SURVEY CONTROL
 LO1097  ______________________________________________________________________
 LO1097* NAD 83(1994) POSITION- 40 02 49.22232(N) 110 59 04.92354(W)   ADJUSTED
 LO1097* NAVD 88 ORTHO HEIGHT -  3152.    (meters)    10341.    (feet) VERTCON3
 LO1097  ______________________________________________________________________
 LO1097  GEOID HEIGHT    -        -15.745 (meters)                     GEOID18
 LO1097  LAPLACE CORR    -          1.03  (seconds)                    DEFLEC18
 LO1097  HORZ ORDER      -  SECOND
 LO1097
 LO1097.The horizontal coordinates were established by classical geodetic methods
 LO1097.and adjusted by the National Geodetic Survey in November 1997.
 LO1097
 LO1097.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1097
 LO1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1097.GEOID18 height accuracy estimate available here.
 LO1097
 LO1097.Click photographs - Photos may exist for this station.
 LO1097
 LO1097.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1097
 LO1097. The following values were computed from the NAD 83(1994) position.
 LO1097
 LO1097;                    North         East     Units Scale Factor Converg.
 LO1097;SPC UT C     - 2,190,376.836   543,968.790   MT  0.99990565   +0 19 48.3
 LO1097;SPC UT C     - 7,186,261.34  1,784,670.94   sFT  0.99990565   +0 19 48.3
 LO1097;UTM  12      - 4,432,974.580   501,305.024   MT  0.99960002   +0 00 35.4
 LO1097
 LO1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1097!SPC UT C     -   0.99950830  x   0.99990565  =   0.99941400
 LO1097!UTM  12      -   0.99950830  x   0.99960002  =   0.99910852
 LO1097
 LO1097:                Primary Azimuth Mark                     Grid Az
 LO1097:SPC UT C     -  STRAWBERRY                               077 22 40.6
 LO1097:UTM  12      -  STRAWBERRY                               077 41 53.5
 LO1097
 LO1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK0130532974(NAD 83)
 LO1097
 LO1097|---------------------------------------------------------------------|
 LO1097| PID    Reference Object                     Distance      Geod. Az  |
 LO1097|                                                           dddmmss.s |
 LO1097| CP5873 STRAWBERRY WEST RM 2                  6.206 METERS 06135     |
 LO1097| LO1095 STRAWBERRY                          APPROX. 2.0 KM 0774228.9 |
 LO1097| CP5872 STRAWBERRY WEST RM 1                 11.084 METERS 32538     |
 LO1097|---------------------------------------------------------------------|
 LO1097
 LO1097                          SUPERSEDED SURVEY CONTROL
 LO1097
 LO1097  NAD 83(1993)-  40 02 49.22214(N)    110 59 04.92140(W) AD(       ) 2
 LO1097  NAD 83(1986)-  40 02 49.20930(N)    110 59 04.91586(W) AD(       ) 2
 LO1097  NAD 27      -  40 02 49.36700(N)    110 59 02.33100(W) AD(       ) 2
 LO1097  NGVD 29 (07/19/86) 3150.     (m)        10335.     (f) VERT ANG       
 LO1097
 LO1097.Superseded values are not recommended for survey control.
 LO1097
 LO1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1097.See file dsdata.pdf to determine how the superseded data were derived.
 LO1097
 LO1097_MARKER: DS = TRIANGULATION STATION DISK
 LO1097_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO1097_STAMPING: STRAWBERRY WEST 1938
 LO1097_MARK LOGO: CGS
 LO1097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO1097+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 LO1097
 LO1097  HISTORY     - Date     Condition        Report By
 LO1097  HISTORY     - 1938     MONUMENTED       CGS
 LO1097  HISTORY     - 1966     GOOD             USGS
 LO1097  HISTORY     - 20020813 GOOD             INDIV
 LO1097
 LO1097                          STATION DESCRIPTION
 LO1097
 LO1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 LO1097'STATION ABOUT 10 MILES NE OF SOLDIER SUMMIT IN UINTA NATIONAL
 LO1097'FOREST, AND ON THE SOUTHWESTERLY AND SLIGHTLY HIGHER OF THE
 LO1097'TWO ROUNDED RIDGES THAT FORM THE SUMMIT OF STRAWBERRY MT.
 LO1097'STATION LIES JUST TO THE W OF SLAB CANYON, AND IS ON THE SAME
 LO1097'SUMMIT AS STRAWBERRY NORTH, SUMMIT.
 LO1097'
 LO1097'STATION MARK IS A STANDARD BRONZE DISK WELDED ON-TO THE TOP
 LO1097'OF A 3 1/2-INCH IRON PIPE SUNK SECURELY IN THE GROUND.
 LO1097'
 LO1097'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK WELDED ONTO THE
 LO1097'TOP OF A 3 1/2-INCH IRON PIPE SUNK SECURELY IN THE GROUND.
 LO1097'IT IS NNW OF AND ABOUT 1/2 FOOT LOWER THAN STATION.
 LO1097'
 LO1097'REFERENCE MARK NO. 2 IS A STANDARD AZIMUTH MARK (STRAWBERRY
 LO1097'PEAK (U.S.G.S.) SET IN CONCRETE IN A DEPRESSION IN OUTCROPPING
 LO1097'BEDROCK.  IT IS NE OF AND ABOUT THE SAME ELEVATION AS THE
 LO1097'STATION.
 LO1097'
 LO1097'STATION IS REACHED FROM SOLDIER SUMMIT, UTAH BY GOING E ON
 LO1097'U.S. HIGHWAY 50 FOR 0.5 MILE.  THENCE BEAR LEFT ON A GRAVEL
 LO1097'HIGHWAY FOR 0.5 MILE TO A ROAD LEADING LEFT, DOWN HILL, THROUGH
 LO1097'A WIRE GATE.  PASS THROUGH GATE AND FOLLOW THIS ROAD E AND N
 LO1097'FOR 0.35 MILE TO A ROAD TO THE RIGHT ACROSS A PLANK BRIDGE.
 LO1097'THENCE TURN RIGHT, ACROSS THE BRIDGE AND FOLLOW THE MAIN GRADED
 LO1097'ROAD UP VALLEY FOR 6.7 MILES TO AN INTERSECTION ON THE SUMMIT
 LO1097'OF RIDGE.  THENCE TURN LEFT ON RIDGE ROAD AND FOLLOW IT N
 LO1097'FOR 4.1 MILES TO ITS END NEAR THE REMAINS OF AN OLD CORRAL
 LO1097'AND THE END OF TRUCK TRAVEL.  FROM HERE FOLLOW A PLAIN TRAIL
 LO1097'TO THE LEFT OF CORRAL UP RIDGE AND ACROSS FACE OF STEEP
 LO1097'SLOPE ABOUT 1/2 MILE TO SUMMIT OF PLATEAU, IN HEAD OF A
 LO1097'VALLEY LEADING N.  THERE IS A SIGN (SLAB CANYON, BEAVER CANYON,
 LO1097'WILLOW CREEK) NAILED ON A SMALL TREE AT THE FORK OF THE
 LO1097'TRAIL.  TURN RIGHT PER SLAB CANYON SIGN AND FOLLOW MAIN
 LO1097'TRAIL FOR 1/2 MILE TO ANOTHER SIGN (SLAB CANYON) ON A
 LO1097'POLE.  THENCE TAKE LEFT FORK OF TRAIL UP HILL TO THE TOP OF
 LO1097'THE RIDGE.  THENCE N ALONG RIDGE ON PLAIN TRAIL FOR ABOUT
 LO1097'1/2 MILE TO HIGHEST POINT AND STATION SITE.
 LO1097'
 LO1097'(NOTE) STATION MARKED IN 1937, BUT OBSERVED FROM IN 1938.
 LO1097
 LO1097                          STATION RECOVERY (1966)
 LO1097
 LO1097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LO1097'RECOVERED.
 LO1097'
 LO1097'STATION MARK--STANDARD BRONZE DISK, WELDED ONTO THE TOP OF A 3-1/2
 LO1097'IN. IRON PIPE SUNK SECURELY IN THE GROUND.
 LO1097
 LO1097                          STATION RECOVERY (2002)
 LO1097
 LO1097'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WRJ)
 LO1097'LOCATED STATION MARK AND REFERENCE MARK NO. 1. REFERENCE MARK NO. 2
 LO1097'NOT SEARCHED FOR.  CURRENTLY EXISTING ROADS ALLOW DRIVING FROM THE
 LO1097'ABOVE MENTIONED RESERVATION RIDGE ROAD TO STRAWBERRY PEAK ITSELF.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0350 ***********************************************************************
 KM0350  DESIGNATION -  STUBB
 KM0350  PID         -  KM0350
 KM0350  STATE/COUNTY-  UT/GRAND
 KM0350  COUNTRY     -  US
 KM0350  USGS QUAD   -  WESTWATER (2017)
 KM0350
 KM0350                         *CURRENT SURVEY CONTROL
 KM0350  ______________________________________________________________________
 KM0350* NAD 83(1994) POSITION- 39 01 23.05123(N) 109 04 40.86387(W)   ADJUSTED
 KM0350* NAVD 88 ORTHO HEIGHT -  1783.6   (meters)     5852.    (feet) VERTCON3
 KM0350  ______________________________________________________________________
 KM0350  GEOID HEIGHT    -        -17.963 (meters)                     GEOID18
 KM0350  LAPLACE CORR    -         10.23  (seconds)                    DEFLEC18
 KM0350  HORZ ORDER      -  THIRD
 KM0350
 KM0350.The horizontal coordinates were established by classical geodetic methods
 KM0350.and adjusted by the National Geodetic Survey in November 1997.
 KM0350
 KM0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0350
 KM0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0350.GEOID18 height accuracy estimate available here.
 KM0350
 KM0350.Click photographs - Photos may exist for this station.
 KM0350
 KM0350.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0350
 KM0350. The following values were computed from the NAD 83(1994) position.
 KM0350
 KM0350;                    North         East     Units Scale Factor Converg.
 KM0350;SPC UT C     - 2,079,414.871   709,713.504   MT  0.99999843   +1 33 05.3
 KM0350;SPC UT C     - 6,822,213.62  2,328,451.72   sFT  0.99999843   +1 33 05.3
 KM0350;UTM  12      - 4,321,094.092   666,380.291   MT  0.99994087   +1 12 37.5
 KM0350
 KM0350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0350!SPC UT C     -   0.99972306  x   0.99999843  =   0.99972149
 KM0350!UTM  12      -   0.99972306  x   0.99994087  =   0.99966395
 KM0350
 KM0350:                Primary Azimuth Mark                     Grid Az
 KM0350:SPC UT C     -  LITTLE                                   080 04 34.0
 KM0350:UTM  12      -  LITTLE                                   080 25 01.8
 KM0350
 KM0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ6638021094(NAD 83)
 KM0350
 KM0350|---------------------------------------------------------------------|
 KM0350| PID    Reference Object                     Distance      Geod. Az  |
 KM0350|                                                           dddmmss.s |
 KM0350| KM0295 LITTLE                              APPROX. 8.1 KM 0813739.3 |
 KM0350|---------------------------------------------------------------------|
 KM0350
 KM0350                          SUPERSEDED SURVEY CONTROL
 KM0350
 KM0350  NAD 83(1992)-  39 01 23.02779(N)    109 04 40.85922(W) AD(       ) 3
 KM0350  NAD 83(1986)-  39 01 23.02800(N)    109 04 40.86029(W) AD(       ) 3
 KM0350  NAD 27      -  39 01 23.11986(N)    109 04 38.46374(W) AD(       ) 3
 KM0350  NGVD 29 (07/19/86) 1782.5    (m)         5848.     (f) VERT ANG       
 KM0350
 KM0350.Superseded values are not recommended for survey control.
 KM0350
 KM0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0350.See file dsdata.pdf to determine how the superseded data were derived.
 KM0350
 KM0350_MARKER: DD = SURVEY DISK
 KM0350_SETTING: 66 = SET IN ROCK OUTCROP
 KM0350_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0350+STABILITY: POSITION/ELEVATION WELL
 KM0350
 KM0350  HISTORY     - Date     Condition        Report By
 KM0350  HISTORY     - 1954     MONUMENTED       USGS
 KM0350
 KM0350                          STATION DESCRIPTION
 KM0350
 KM0350'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KM0350'LOCATED ABOUT 13.0 MI. ENE. FROM CISCO, 5.0 MI. SSE. OF WESTWATER,
 KM0350'3.0 MI. ENE. OF MOUTH OF THE LITTLE DOLORES RIVER ON THE COLORADO
 KM0350'RIVER, ON THE HIGHEST POINT AND ON THE EASTERN END OF A HIGH
 KM0350'TIMBERED MESA WHICH EXTENDS E. FROM THE COLORADO RIVER ALONG THE
 KM0350'N. SIDE OF THE LITTLE DOLORES RIVER.
 KM0350'
 KM0350'STATION REACHED BY HELICOPTER.
 KM0350'
 KM0350'STATION MARK--STANDARD TABLET STAMPED ---STUBB 1954--- CEMENTED
 KM0350'IN DRILL HOLE IN ROCK.
 KM0350'
 KM0350'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET CEMENTED
 KM0350'IN DRILL HOLE IN ROCK, 20.98 FT. FROM STATION MARK,
 KM0350'N 18 DEG 46 MIN W.
 KM0350'
 KM0350'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET CEMENTED
 KM0350'IN DRILL HOLE IN ROCK, 33.32 FT. FROM STATION MARK,
 KM0350'N 22 DEG 49 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0815 ***********************************************************************
 HN0815  DESIGNATION -  STUMP
 HN0815  PID         -  HN0815
 HN0815  STATE/COUNTY-  UT/GARFIELD
 HN0815  COUNTRY     -  US
 HN0815  USGS QUAD   -  HENRIEVILLE (2017)
 HN0815
 HN0815                         *CURRENT SURVEY CONTROL
 HN0815  ______________________________________________________________________
 HN0815* NAD 83(1994) POSITION- 37 36 39.77203(N) 111 55 14.19731(W)   ADJUSTED
 HN0815* NAVD 88 ORTHO HEIGHT -  2348.0   (meters)     7703.    (feet) VERTCON3
 HN0815  ______________________________________________________________________
 HN0815  GEOID HEIGHT    -        -20.289 (meters)                     GEOID18
 HN0815  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 HN0815  HORZ ORDER      -  THIRD
 HN0815
 HN0815.The horizontal coordinates were established by classical geodetic methods
 HN0815.and adjusted by the National Geodetic Survey in November 1997.
 HN0815
 HN0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0815
 HN0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0815.GEOID18 height accuracy estimate available here.
 HN0815
 HN0815.Click photographs - Photos may exist for this station.
 HN0815
 HN0815.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0815
 HN0815. The following values were computed from the NAD 83(1994) position.
 HN0815
 HN0815;                    North         East     Units Scale Factor Converg.
 HN0815;SPC UT S     - 3,104,893.835   462,864.256   MT  0.99995583   -0 15 27.7
 HN0815;SPC UT S     -10,186,639.19  1,518,580.48   sFT  0.99995583   -0 15 27.7
 HN0815;UTM  12      - 4,163,059.799   418,746.940   MT  0.99968132   -0 33 42.8
 HN0815
 HN0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0815!SPC UT S     -   0.99963486  x   0.99995583  =   0.99959071
 HN0815!UTM  12      -   0.99963486  x   0.99968132  =   0.99931630
 HN0815
 HN0815:                Primary Azimuth Mark                     Grid Az
 HN0815:SPC UT S     -  V T INDIAN                               076 05 15.3
 HN0815:UTM  12      -  V T INDIAN                               076 23 30.4
 HN0815
 HN0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG1874663059(NAD 83)
 HN0815
 HN0815|---------------------------------------------------------------------|
 HN0815| PID    Reference Object                     Distance      Geod. Az  |
 HN0815|                                                           dddmmss.s |
 HN0815| HN0814 V T INDIAN                          APPROX. 4.6 KM 0754947.6 |
 HN0815|---------------------------------------------------------------------|
 HN0815
 HN0815                          SUPERSEDED SURVEY CONTROL
 HN0815
 HN0815  NAD 83(1986)-  37 36 39.76816(N)    111 55 14.20182(W) AD(       ) 3
 HN0815  NAD 27      -  37 36 39.82699(N)    111 55 11.53528(W) AD(       ) 3
 HN0815  NGVD 29 (07/19/86) 2346.7    (m)         7699.     (f) VERT ANG       
 HN0815
 HN0815.Superseded values are not recommended for survey control.
 HN0815
 HN0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0815.See file dsdata.pdf to determine how the superseded data were derived.
 HN0815
 HN0815_MARKER: DD = SURVEY DISK
 HN0815_SETTING: 66 = SET IN ROCK OUTCROP
 HN0815_STAMPING: TUMP 1959
 HN0815_MARK LOGO: USGS
 HN0815_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0815+STABILITY: POSITION/ELEVATION WELL
 HN0815
 HN0815  HISTORY     - Date     Condition        Report By
 HN0815  HISTORY     - 1959     MONUMENTED       USGS
 HN0815
 HN0815                          STATION DESCRIPTION
 HN0815
 HN0815'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0815'LOCATED ABOUT 2.5 MI. NE. OF HENRIEVILLE, ON THE RIM OF THE HIGH
 HN0815'ESCARPMENT ABOUT 1 MI. NW. OF THE POINT WHERE UTAH HIGHWAY 54 CROSSES
 HN0815'HENRIEVILLE CREEK, ON THE SE. END OF THE ESCARPMENT, ABOUT 50 FT. NW.
 HN0815'OF THE TIP OF A SMALL PROMONTORY AND 5 FT. FROM THE EDGE OF THE RIM
 HN0815'ROCK.  STATION REACHED BY HELICOPTER.
 HN0815'
 HN0815'STATION MARK--STANDARD TABLET, STAMPED ---STUMP 1959---, CEMENTED IN
 HN0815'DRILL HOLE IN ROCK OUTCROP.
 HN0815'
 HN0815'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, CEMENTED IN DRILL HOLE
 HN0815'IN SOLID ROCK, 11.90 FT. FROM STATION MARK, S 33 DEG 14 MIN W.
 HN0815'
 HN0815'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, CEMENTED IN DRILL HOLE
 HN0815'IN SOLID ROCK, 12.45 FT. FROM STATION MARK, N 28 DEG 07 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0620 ***********************************************************************
 LN0620  DESIGNATION -  STUNTZ
 LN0620  PID         -  LN0620
 LN0620  STATE/COUNTY-  UT/UINTAH
 LN0620  COUNTRY     -  US
 LN0620  USGS QUAD   -  STUNTZ RESERVOIR (2019)
 LN0620
 LN0620                         *CURRENT SURVEY CONTROL
 LN0620  ______________________________________________________________________
 LN0620* NAD 83(1994) POSITION- 40 26 14.58123(N) 109 05 00.50700(W)   ADJUSTED
 LN0620* NAVD 88 ORTHO HEIGHT -  2380.3   (meters)     7809.    (feet) VERTCON3
 LN0620  ______________________________________________________________________
 LN0620  GEOID HEIGHT    -        -15.900 (meters)                     GEOID18
 LN0620  LAPLACE CORR    -          6.62  (seconds)                    DEFLEC18
 LN0620  HORZ ORDER      -  THIRD
 LN0620  VERT ORDER      -  THIRD ? (See Below)
 LN0620
 LN0620.The horizontal coordinates were established by classical geodetic methods
 LN0620.and adjusted by the National Geodetic Survey in November 1997.
 LN0620
 LN0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0620
 LN0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0620.GEOID18 height accuracy estimate available here.
 LN0620
 LN0620.The vertical order pertains to the NGVD 29 superseded value.
 LN0620
 LN0620.Click photographs - Photos may exist for this station.
 LN0620
 LN0620.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0620
 LN0620. The following values were computed from the NAD 83(1994) position.
 LN0620
 LN0620;                    North         East     Units Scale Factor Converg.
 LN0620;SPC UT C     - 2,236,363.639   704,999.459   MT  0.99995404   +1 32 52.7
 LN0620;SPC UT C     - 7,337,136.37  2,312,985.73   sFT  0.99995404   +1 32 52.7
 LN0620;UTM  12      - 4,478,068.074   662,550.388   MT  0.99992525   +1 14 36.1
 LN0620
 LN0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0620!SPC UT C     -   0.99962923  x   0.99995404  =   0.99958329
 LN0620!UTM  12      -   0.99962923  x   0.99992525  =   0.99955451
 LN0620
 LN0620:                Primary Azimuth Mark                     Grid Az
 LN0620:SPC UT C     -  CUB                                      207 52 03.4
 LN0620:UTM  12      -  CUB                                      208 10 20.0
 LN0620
 LN0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK6255078068(NAD 83)
 LN0620
 LN0620|---------------------------------------------------------------------|
 LN0620| PID    Reference Object                     Distance      Geod. Az  |
 LN0620|                                                           dddmmss.s |
 LN0620| LN0621 CUB                                 APPROX. 5.2 KM 2092456.1 |
 LN0620|---------------------------------------------------------------------|
 LN0620
 LN0620                          SUPERSEDED SURVEY CONTROL
 LN0620
 LN0620  NAD 83(1993)-  40 26 14.57744(N)    109 05 00.50089(W) AD(       ) 3
 LN0620  NAD 83(1992)-  40 26 14.56522(N)    109 05 00.49392(W) AD(       ) 3
 LN0620  NAD 83(1986)-  40 26 14.56501(N)    109 05 00.49395(W) AD(       ) 3
 LN0620  NAD 27      -  40 26 14.69537(N)    109 04 58.06052(W) AD(       ) 3
 LN0620
 LN0620.Superseded values are not recommended for survey control.
 LN0620
 LN0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0620.See file dsdata.pdf to determine how the superseded data were derived.
 LN0620
 LN0620_MARKER: DD = SURVEY DISK
 LN0620_SETTING: 80 = SET IN A BOULDER
 LN0620_STAMPING: STUNTZ 1939
 LN0620_MARK LOGO: USGS
 LN0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0620+STABILITY: SURFACE MOTION
 LN0620
 LN0620  HISTORY     - Date     Condition        Report By
 LN0620  HISTORY     - 1939     MONUMENTED       USGS
 LN0620
 LN0620                          STATION DESCRIPTION
 LN0620
 LN0620'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 LN0620'LOCATED 13 MI. E. AND 4.5 MI. N. OF JENSEN, UTAH, ON TOP OF SMALL
 LN0620'RISE ON FLAT MOUNTAIN TOP, IN THE S. 1/2 OF SEC. 15, T 4 S, R 25 E.
 LN0620'
 LN0620'TO REACH STATION FROM INTERSECTION OF U.S. HIGHWAY 40 AND COLORADO
 LN0620'STATE HIGHWAY 64 IN DINOSAUR, COLORADO, DRIVE E. ON U.S. HIGHWAY 40
 LN0620'FOR 2 MI. TO DINOSAUR NATIONAL MONUMENT HEADQUARTERS, TURN LEFT AND
 LN0620'GO 16.5 MI. TO SIDE RD. TO THE LEFT, TURN LEFT ON SIDE RD. AND DRIVE
 LN0620'3 MI. TO Y-FORK, TAKE LEFT FORK AND GO W. 0.2 MI. TO CROSSROADS,
 LN0620'CONTINUE W. 0.5 MI. TO DIM RD. TO RIGHT, TURN RIGHT AND GO 0.2 MI.
 LN0620'TO FENCE AND STATION MARK, 5 FT. N. OF FENCE.
 LN0620'
 LN0620'STATION MARK--STANDARD TABLET STAMPED ---STUNTZ 1939---, CEMENTED
 LN0620'IN LARGE BOULDER.
 LN0620'
 LN0620'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 LN0620'---STUNTZ NO 1---, CEMENTED IN LARGE BOULDER, 18.55 FT. FROM STATION
 LN0620'MARK, N 51 DEG 46 MIN E.
 LN0620'
 LN0620'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 LN0620'---STUNTZ NO 2---, CEMENTED IN LARGE BOULDER, 13.44 FT. FROM STATION
 LN0620'MARK, S 45 DEG 40 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0425 ***********************************************************************
 KO0425  DESIGNATION -  SUGAR
 KO0425  PID         -  KO0425
 KO0425  STATE/COUNTY-  UT/MILLARD
 KO0425  COUNTRY     -  US
 KO0425  USGS QUAD   -  SUTHERLAND (2017)
 KO0425
 KO0425                         *CURRENT SURVEY CONTROL
 KO0425  ______________________________________________________________________
 KO0425* NAD 83(1994) POSITION- 39 26 50.21667(N) 112 42 22.81494(W)   ADJUSTED
 KO0425* NAVD 88 ORTHO HEIGHT -  1398.7   (meters)     4589.    (feet) VERTCON3
 KO0425  ______________________________________________________________________
 KO0425  GEOID HEIGHT    -        -19.626 (meters)                     GEOID18
 KO0425  LAPLACE CORR    -          1.12  (seconds)                    DEFLEC18
 KO0425  HORZ ORDER      -  THIRD
 KO0425
 KO0425.The horizontal coordinates were established by classical geodetic methods
 KO0425.and adjusted by the National Geodetic Survey in November 1997.
 KO0425
 KO0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0425
 KO0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0425.GEOID18 height accuracy estimate available here.
 KO0425
 KO0425.Click photographs - Photos may exist for this station.
 KO0425
 KO0425.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0425
 KO0425. The following values were computed from the NAD 83(1994) position.
 KO0425
 KO0425;                    North         East     Units Scale Factor Converg.
 KO0425;SPC UT C     - 2,124,369.519   396,171.739   MT  0.99992158   -0 46 21.9
 KO0425;SPC UT C     - 6,969,702.33  1,299,773.45   sFT  0.99992158   -0 46 21.9
 KO0425;UTM  12      - 4,367,803.236   353,175.789   MT  0.99986542   -1 05 03.6
 KO0425
 KO0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0425!SPC UT C     -   0.99978369  x   0.99992158  =   0.99970528
 KO0425!UTM  12      -   0.99978369  x   0.99986542  =   0.99964913
 KO0425
 KO0425:                Primary Azimuth Mark                     Grid Az
 KO0425:SPC UT C     -  LANA                                     349 52 12.3
 KO0425:UTM  12      -  LANA                                     350 10 54.0
 KO0425
 KO0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ5317567803(NAD 83)
 KO0425
 KO0425|---------------------------------------------------------------------|
 KO0425| PID    Reference Object                     Distance      Geod. Az  |
 KO0425|                                                           dddmmss.s |
 KO0425| KO0439 LANA                                APPROX.24.8 KM 3490550.4 |
 KO0425|---------------------------------------------------------------------|
 KO0425
 KO0425                          SUPERSEDED SURVEY CONTROL
 KO0425
 KO0425  NAD 83(1986)-  39 26 50.20838(N)    112 42 22.80623(W) AD(       ) 3
 KO0425  NAD 27      -  39 26 50.38524(N)    112 42 19.97079(W) AD(       ) 3
 KO0425  NGVD 29 (07/19/86) 1397.6    (m)         4585.     (f) VERT ANG       
 KO0425
 KO0425.Superseded values are not recommended for survey control.
 KO0425
 KO0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0425.See file dsdata.pdf to determine how the superseded data were derived.
 KO0425
 KO0425_MARKER: DB = BENCH MARK DISK
 KO0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0425_STAMPING: SUGAR 1961
 KO0425_MARK LOGO: USGS
 KO0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0425+STABILITY: SURFACE MOTION
 KO0425
 KO0425  HISTORY     - Date     Condition        Report By
 KO0425  HISTORY     - 1961     MONUMENTED       USGS
 KO0425  HISTORY     - 20040210 GOOD             INDIV
 KO0425
 KO0425                          STATION DESCRIPTION
 KO0425
 KO0425'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 KO0425'LOCATED ABOUT 9.5 MI. NW. OF DELTA, ABOUT 3.0 MI. SW. OF SUGARVILLE,
 KO0425'IN A FENCE LINE ON THE SIDE OF AN E-W. GRAVELED RD.
 KO0425'
 KO0425'TO REACH FROM W. EDGE OF DELTA AT JUNCTION OF STATE HIGHWAY 99 AND
 KO0425'U.S. HIGHWAY 6, GO W. AND N. ON HIGHWAY 99 FOR 8.6 MI. TO T-RD. ON
 KO0425'LEFT AND RANCH HOUSE ON RIGHT, TURN LEFT 3.9 MI. TO STATION ON RIGHT
 KO0425'SIDE OF RD.
 KO0425'
 KO0425'STATION MARK--STANDARD USGS TABLET, STAMPED ---SUGAR 1961---, SET IN
 KO0425'TOP OF CONCRETE POST PROJECTING 0.8 FT. ABOVE SURFACE AND DIRECTLY
 KO0425'UNDER FENCE WIRES.
 KO0425'
 KO0425'REFERENCE MARK NO. 1--STANDARD USGS RM TABLET, STAMPED ---NO 1
 KO0425'1961---, SET IN TOP OF A CONCRETE FILLED IRON PIPE FLUSH WITH GROUND.
 KO0425'
 KO0425'REFERENCE MARK NO. 2--STANDARD USGS RM TABLET, STAMPED ---NO 2
 KO0425'1961---, SET IN TOP OF A CONCRETE FILLED IRON PIPE FLUSH WITH GROUND.
 KO0425
 KO0425                          STATION RECOVERY (2004)
 KO0425
 KO0425'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HDM)
 KO0425'RM1 IS ABOUT 20 PACES WEST OF STATION MARK AND 2 FEET NORTH OF THE
 KO0425'FENCE.  RM2 IS ABOUT 25 PACES EAST OF THE STATION MARK AND 2 FEET
 KO0425'NORTH OF THE FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0911 ***********************************************************************
 LO0911  DESIGNATION -  SUGAR
 LO0911  PID         -  LO0911
 LO0911  STATE/COUNTY-  UT/SALT LAKE
 LO0911  COUNTRY     -  US
 LO0911  USGS QUAD   -  MIDVALE (2017)
 LO0911
 LO0911                         *CURRENT SURVEY CONTROL
 LO0911  ______________________________________________________________________
 LO0911* NAD 83(1994) POSITION- 40 36 09.14312(N) 111 56 45.28272(W)   ADJUSTED
 LO0911* NAVD 88 ORTHO HEIGHT -  1387.3   (meters)     4552.    (feet) VERTCON3
 LO0911  ______________________________________________________________________
 LO0911  GEOID HEIGHT    -        -17.234 (meters)                     GEOID18
 LO0911  LAPLACE CORR    -          2.97  (seconds)                    DEFLEC18
 LO0911  HORZ ORDER      -  FIRST
 LO0911
 LO0911.The horizontal coordinates were established by classical geodetic methods
 LO0911.and adjusted by the National Geodetic Survey in November 1997.
 LO0911
 LO0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0911
 LO0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0911.GEOID18 height accuracy estimate available here.
 LO0911
 LO0911.Click photographs - Photos may exist for this station.
 LO0911
 LO0911.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0911
 LO0911. The following values were computed from the NAD 83(1994) position.
 LO0911
 LO0911;                    North         East     Units Scale Factor Converg.
 LO0911;SPC UT C     - 2,252,027.444   462,259.250   MT  0.99998854   -0 17 08.3
 LO0911;SPC UT C     - 7,388,526.71  1,516,595.56   sFT  0.99998854   -0 17 08.3
 LO0911;UTM  12      - 4,495,066.682   419,970.840   MT  0.99967883   -0 36 56.3
 LO0911
 LO0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0911!SPC UT C     -   0.99978512  x   0.99998854  =   0.99977367
 LO0911!UTM  12      -   0.99978512  x   0.99967883  =   0.99946402
 LO0911
 LO0911:                Primary Azimuth Mark                     Grid Az
 LO0911:SPC UT C     -  AIRPORT BCN SALT LAKE NO 2 APT           293 41 37.6
 LO0911:UTM  12      -  AIRPORT BCN SALT LAKE NO 2 APT           294 01 25.6
 LO0911
 LO0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1997095066(NAD 83)
 LO0911
 LO0911|---------------------------------------------------------------------|
 LO0911| PID    Reference Object                     Distance      Geod. Az  |
 LO0911|                                                           dddmmss.s |
 LO0911| LO0950 MURRAY RAD STA KRSP FM MAST         APPROX. 6.1 KM 0172531.5 |
 LO0911| LO0941 MURRAY RAD STA KMOR MAST            APPROX. 7.4 KM 0283422.8 |
 LO0911| LO0935 MURRAY BUEHNER CO N STACK           APPROX. 7.6 KM 0364736.7 |
 LO0911| LO0940 MURRAY BUEHNER CO S STACK           APPROX. 7.6 KM 0371229.1 |
 LO0911| LO0906 MIDVALE KAIBAB INDUSTRIES STK       APPROX. 3.2 KM 0603634.4 |
 LO0911| LO0899 SANDY CITY JORDAN JR HS STK         APPROX. 5.8 KM 1130341.7 |
 LO0911| LO0927 SOUTH JORDAN SCHOOL                 APPROX. 4.6 KM 1625402.2 |
 LO0911| LO0909 SOUTH JORDAN LDS STAKE CTR CH       APPROX. 4.6 KM 1674141.4 |
 LO0911| LO0925 AIRPORT BCN SALT LAKE NO 2 APT      APPROX. 4.8 KM 2932429.3 |
 LO0911| LO0959 KEARNS CO CONSERVANCY LGST TK       APPROX. 4.5 KM 3364226.5 |
 LO0911|---------------------------------------------------------------------|
 LO0911
 LO0911                          SUPERSEDED SURVEY CONTROL
 LO0911
 LO0911  NAD 83(1993)-  40 36 09.14283(N)    111 56 45.28168(W) AD(       ) 1
 LO0911  NAD 83(1986)-  40 36 09.13214(N)    111 56 45.27510(W) AD(       ) 1
 LO0911  NAD 27      -  40 36 09.32006(N)    111 56 42.50459(W) AD(       ) 1
 LO0911  NGVD 29 (07/19/86) 1386.3    (m)         4548.     (f) VERT ANG       
 LO0911
 LO0911.Superseded values are not recommended for survey control.
 LO0911
 LO0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0911.See file dsdata.pdf to determine how the superseded data were derived.
 LO0911
 LO0911_MARKER: DS = TRIANGULATION STATION DISK
 LO0911_SETTING: 0 = UNSPECIFIED SETTING
 LO0911
 LO0911  HISTORY     - Date     Condition        Report By
 LO0911  HISTORY     - 1973     MONUMENTED       NGS
 LO0911
 LO0911                          STATION DESCRIPTION
 LO0911
 LO0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0911'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF RIVERTON, 3 MILES
 LO0911'NORTHWEST OF SANDY AND ON THE HIGHEST POINT OF THE UTAH AND IDAHO
 LO0911'SUGAR COMPANY ELEVATOR, PHONE NUMBER 328-9031.
 LO0911'
 LO0911'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 68,
 LO0911'(1700 WEST) AND STATE HIGHWAY 48, (7800 SOUTH) IN WEST JORDAN GO
 LO0911'SOUTH ON STATE HIGHWAY 68 FOR 0.3 MILE TO A SIDE ROAD RIGHT AND A
 LO0911'GATE, JUST BEFORE REACHING THE RAIL-ROAD TRACK.  TURN RIGHT AND
 LO0911'GO WEST ALONG THE NORTH SIDE OF THE TRACK FOR 0.4 MILE TO THE
 LO0911'ELEVATOR AND THE STATION ON THE HIGHEST POINT.
 LO0911'
 LO0911'THE STATION MARK IS A STANDARD DISK STAMPED SUGAR 1973, CEMENTED
 LO0911'IN A DRILL HOLE IN THE APPROXIMATE CENTER OF THE ROOF OF THE
 LO0911'ELEVATOR LIFT HOUSE.
 LO0911'
 LO0911'NO OTHER MARKS WERE ESTABLISHED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0428 ***********************************************************************
 KN0428  DESIGNATION -  SUGAR FACTORY NR MORONI HI STK
 KN0428  PID         -  KN0428
 KN0428  STATE/COUNTY-  UT/SANPETE
 KN0428  COUNTRY     -  US
 KN0428  USGS QUAD   -  MORONI (2017)
 KN0428
 KN0428                         *CURRENT SURVEY CONTROL
 KN0428  ______________________________________________________________________
 KN0428* NAD 83(1994) POSITION- 39 30 03.11817(N) 111 34 55.17926(W)   ADJUSTED
 KN0428  ______________________________________________________________________
 KN0428  GEOID HEIGHT    -        -17.503 (meters)                     GEOID18
 KN0428  LAPLACE CORR    -          4.51  (seconds)                    DEFLEC18
 KN0428  HORZ ORDER      -  THIRD
 KN0428
 KN0428.The horizontal coordinates were established by classical geodetic methods
 KN0428.and adjusted by the National Geodetic Survey in November 1997.
 KN0428
 KN0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0428.GEOID18 height accuracy estimate available here.
 KN0428
 KN0428.Click photographs - Photos may exist for this station.
 KN0428
 KN0428.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0428
 KN0428. The following values were computed from the NAD 83(1994) position.
 KN0428
 KN0428;                    North         East     Units Scale Factor Converg.
 KN0428;SPC UT C     - 2,129,621.196   492,948.078   MT  0.99991573   -0 03 09.1
 KN0428;SPC UT C     - 6,986,932.21  1,617,280.49   sFT  0.99991573   -0 03 09.1
 KN0428;UTM  12      - 4,372,522.294   449,961.164   MT  0.99963083   -0 22 12.7
 KN0428
 KN0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ4996172522(NAD 83)
 KN0428
 KN0428                          SUPERSEDED SURVEY CONTROL
 KN0428
 KN0428  NAD 83(1993)-  39 30 03.10857(N)    111 34 55.17517(W) AD(       ) 3
 KN0428  NAD 83(1986)-  39 30 03.10712(N)    111 34 55.17917(W) AD(       ) 3
 KN0428  NAD 27      -  39 30 03.24200(N)    111 34 52.49300(W) AD(       ) 3
 KN0428
 KN0428.Superseded values are not recommended for survey control.
 KN0428
 KN0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0428.See file dsdata.pdf to determine how the superseded data were derived.
 KN0428
 KN0428_MARKER: 63 = STACK
 KN0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KN0428+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004
 KN0428
 KN0428  HISTORY     - Date     Condition        Report By
 KN0428  HISTORY     - 1938     FIRST OBSERVED   CGS
 KN0428  HISTORY     - 20040713 GOOD             INDIV
 KN0428
 KN0428                          STATION DESCRIPTION
 KN0428
 KN0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0428'CENTER OF TOP OF A TALL, WHITE, CONCRETE STACK AT A SUGAR
 KN0428'FACTORY ABOUT TWO MILES S OF MORONI, UTAH, AND ABOUT 3/4 MILE
 KN0428'E OF U.S. HIGHWAY 189.  STACK IS ABOUT 100 FEET HIGH AND
 KN0428'IS MOST PROMINENT OBJECT IN IMMEDIATE VICINITY.
 KN0428
 KN0428                          STATION RECOVERY (2004)
 KN0428
 KN0428'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HDM)
 KN0428'STACK IS AT MORONI FEED COMPANY MILL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0840 ***********************************************************************
 LO0840  DESIGNATION -  SUGARLOAF=11049
 LO0840  PID         -  LO0840
 LO0840  STATE/COUNTY-  UT/SALT LAKE
 LO0840  COUNTRY     -  US
 LO0840  USGS QUAD   -  DROMEDARY PEAK (2017)
 LO0840
 LO0840                         *CURRENT SURVEY CONTROL
 LO0840  ______________________________________________________________________
 LO0840* NAD 83(1994) POSITION- 40 33 57.30335(N) 111 37 29.16730(W)   ADJUSTED
 LO0840* NAVD 88 ORTHO HEIGHT -  3369.7   (meters)    11055.    (feet) VERTCON3
 LO0840  ______________________________________________________________________
 LO0840  GEOID HEIGHT    -        -15.553 (meters)                     GEOID18
 LO0840  LAPLACE CORR    -          8.34  (seconds)                    DEFLEC18
 LO0840  HORZ ORDER      -  THIRD
 LO0840
 LO0840.The horizontal coordinates were established by classical geodetic methods
 LO0840.and adjusted by the National Geodetic Survey in November 1997.
 LO0840
 LO0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0840
 LO0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0840.GEOID18 height accuracy estimate available here.
 LO0840
 LO0840.Click photographs - Photos may exist for this station.
 LO0840
 LO0840.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0840
 LO0840. The following values were computed from the NAD 83(1994) position.
 LO0840
 LO0840;                    North         East     Units Scale Factor Converg.
 LO0840;SPC UT C     - 2,247,874.061   489,434.209   MT  0.99998016   -0 04 47.7
 LO0840;SPC UT C     - 7,374,900.15  1,605,752.07   sFT  0.99998016   -0 04 47.7
 LO0840;UTM  12      - 4,490,759.140   447,112.627   MT  0.99963443   -0 24 22.7
 LO0840
 LO0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0840!SPC UT C     -   0.99947411  x   0.99998016  =   0.99945428
 LO0840!UTM  12      -   0.99947411  x   0.99963443  =   0.99910874
 LO0840
 LO0840:                Primary Azimuth Mark                     Grid Az
 LO0840:SPC UT C     -  BRIGHTON                                 018 59 08.5
 LO0840:UTM  12      -  BRIGHTON                                 019 18 43.5
 LO0840
 LO0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4711290759(NAD 83)
 LO0840
 LO0840|---------------------------------------------------------------------|
 LO0840| PID    Reference Object                     Distance      Geod. Az  |
 LO0840|                                                           dddmmss.s |
 LO0840| LO0839 BRIGHTON                            APPROX. 3.8 KM 0185420.8 |
 LO0840|---------------------------------------------------------------------|
 LO0840
 LO0840                          SUPERSEDED SURVEY CONTROL
 LO0840
 LO0840  NAD 83(1993)-  40 33 57.30348(N)    111 37 29.16598(W) AD(       ) 3
 LO0840  NAD 83(1986)-  40 33 57.29082(N)    111 37 29.15818(W) AD(       ) 3
 LO0840  NAD 27      -  40 33 57.47252(N)    111 37 26.43295(W) AD(       ) 3
 LO0840  NGVD 29 (07/19/86) 3368.3    (m)        11051.     (f) VERT ANG       
 LO0840
 LO0840.Superseded values are not recommended for survey control.
 LO0840
 LO0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0840.See file dsdata.pdf to determine how the superseded data were derived.
 LO0840
 LO0840
 LO0840  HISTORY     - Date     Condition        Report By
 LO0840  HISTORY     - 1954     MONUMENTED       USGS
 LO0840  HISTORY     - 1954     GOOD             USGS
 LO0840
 LO0840                          STATION DESCRIPTION
 LO0840
 LO0840'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LO0840'STATION FOUND AS DESCRIBED.  ALL MARKS EXCEPT
 LO0840'CAIRN WAS FOUND IN GOOD CONDITION NEW DESCRIPTION AS FOLLOWS.
 LO0840'
 LO0840'LOCATED ABOUT 1.0 MI. S. OF ALTA AND 5.0 MI. NE. OF ALPINE ON TOP
 LO0840'AND A LITTLE LOWER THAN HIGHEST ROCKY DOME SHAPED, LIGHT COLORED TOP
 LO0840'KNOWN LOCALLY AS SUGARLOAF PEAK.
 LO0840'
 LO0840'TO REACH FROM INTERSECTION OF RD. ABOUT 400 FT. W. OF PERUVIAN LODGE
 LO0840'IN ALTA, DRIVE SE. ON DIRT RD. FOR 0.3 MI. TO S. HECLA MINE, TURN LEFT
 LO0840'NE. FOR 0.1 MI. TO FORKS, GO STRAIGHT AHEAD ON NEW ROUGH  RD. WINDING
 LO0840'UP GULCH KEEPING ON UPGRADE RDS. AT ALL TIMES FOR 2.7 MI. TO SADDLE.
 LO0840'STATION PEAK CAN BE SEEN FROM HERE ON THE SE. HIGHEST MOUNTAIN.  ABOUT
 LO0840'0.8 MI. AWAY PACK S. TO SADDLE AND E. TO PEAK AND STATION.  ABOUT 45
 LO0840'MINUTE PACK.
 LO0840'
 LO0840'STATION MARK - EXISTING STANDARD TABLET STAMPED ---11049--- AND
 LO0840'ADDITIONALLY STAMPED ---SUGARLOAF 1954--- CEMENTED IN OUTCROP.
 LO0840'
 LO0840'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER IN TREE 24.03 FT. FROM
 LO0840'STATION MARK, S 65 DEG 59 MIN E.
 LO0840'
 LO0840'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER IN DEAD STUMP 40.30 FT.
 LO0840'FROM STATION MARK, S 08 DEG 37 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0372 ***********************************************************************
 JN0372  DESIGNATION -  SUMMIT
 JN0372  PID         -  JN0372
 JN0372  STATE/COUNTY-  UT/PIUTE
 JN0372  COUNTRY     -  US
 JN0372  USGS QUAD   -  ABES KNOLL (2017)
 JN0372
 JN0372                         *CURRENT SURVEY CONTROL
 JN0372  ______________________________________________________________________
 JN0372* NAD 83(1994) POSITION- 38 27 08.81380(N) 111 49 32.31600(W)   ADJUSTED
 JN0372* NAVD 88 ORTHO HEIGHT -  2564.7   (meters)     8414.    (feet) VERTCON3
 JN0372  ______________________________________________________________________
 JN0372  GEOID HEIGHT    -        -17.794 (meters)                     GEOID18
 JN0372  LAPLACE CORR    -          4.50  (seconds)                    DEFLEC18
 JN0372  HORZ ORDER      -  THIRD
 JN0372
 JN0372.The horizontal coordinates were established by classical geodetic methods
 JN0372.and adjusted by the National Geodetic Survey in November 1997.
 JN0372
 JN0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0372
 JN0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0372.GEOID18 height accuracy estimate available here.
 JN0372
 JN0372.Click photographs - Photos may exist for this station.
 JN0372
 JN0372.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0372
 JN0372. The following values were computed from the NAD 83(1994) position.
 JN0372
 JN0372;                    North         East     Units Scale Factor Converg.
 JN0372;SPC UT S     - 3,198,249.974   471,574.075   MT  1.00001926   -0 11 58.3
 JN0372;SPC UT S     -10,492,925.12  1,547,155.94   sFT  1.00001926   -0 11 58.3
 JN0372;UTM  12      - 4,256,339.840   427,957.779   MT  0.99966391   -0 30 48.5
 JN0372
 JN0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0372!SPC UT S     -   0.99960053  x   1.00001926  =   0.99961978
 JN0372!UTM  12      -   0.99960053  x   0.99966391  =   0.99926457
 JN0372
 JN0372:                Primary Azimuth Mark                     Grid Az
 JN0372:SPC UT S     -  ANTELOPE                                 202 53 51.8
 JN0372:UTM  12      -  ANTELOPE                                 203 12 42.0
 JN0372
 JN0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH2795756339(NAD 83)
 JN0372
 JN0372|---------------------------------------------------------------------|
 JN0372| PID    Reference Object                     Distance      Geod. Az  |
 JN0372|                                                           dddmmss.s |
 JN0372| CM6559 SUMMIT RM 2                          10.092 METERS 05427     |
 JN0372| JN0373 ANTELOPE                            APPROX. 9.4 KM 2024153.5 |
 JN0372| CM6558 SUMMIT RM 1                          10.339 METERS 31751     |
 JN0372|---------------------------------------------------------------------|
 JN0372
 JN0372                          SUPERSEDED SURVEY CONTROL
 JN0372
 JN0372  NAD 83(1986)-  38 27 08.80907(N)    111 49 32.31485(W) AD(       ) 3
 JN0372  NAD 27      -  38 27 08.88676(N)    111 49 29.63315(W) AD(       ) 3
 JN0372  NGVD 29 (07/19/86) 2563.3    (m)         8410.     (f) VERT ANG       
 JN0372
 JN0372.Superseded values are not recommended for survey control.
 JN0372
 JN0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0372.See file dsdata.pdf to determine how the superseded data were derived.
 JN0372
 JN0372_MARKER: DD = SURVEY DISK
 JN0372_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JN0372+WITH SETTING: INFORMATION.
 JN0372_STAMPING: SUMMIT 1968
 JN0372_MARK LOGO: USGS
 JN0372_PROJECTION: PROJECTING 3 CENTIMETERS
 JN0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0372+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2009
 JN0372
 JN0372  HISTORY     - Date     Condition        Report By
 JN0372  HISTORY     - 1968     MONUMENTED       USGS
 JN0372  HISTORY     - 1969     GOOD             USGS
 JN0372  HISTORY     - 20040723 GOOD             INDIV
 JN0372  HISTORY     - 20091112 GOOD             INDIV
 JN0372
 JN0372                          STATION DESCRIPTION
 JN0372
 JN0372'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FLS)
 JN0372'LOCATED ABOUT 10.75 MI. (AIRLINE) WNW. OF LOA.  ABOUT 5 MI. SE. OF
 JN0372'KOOSHAREM.  AT THE LOWEST POINT OF SADDLE NEAR THE WAYNE-PIUTE
 JN0372'COUNTY LINE.
 JN0372'
 JN0372'TO REACH FROM THE POST OFFICE IN LOA, DRIVE N. AND W. ALONG UTAH
 JN0372'STATE HIGHWAY 24 FOR 11.7 MI. TO A CROSSROAD AT THE SUMMIT OF
 JN0372'A HILL NEAR THE WAYNE-PIUTE COUNTY LINE.  TURN RIGHT ONTO GRADED
 JN0372'RD. FOR 0.1 MI. TO A PLACE WHERE FORMER UTAH STATE HIGHWAY 24
 JN0372'CROSSES GRADED RD.  STATION IS LOCATED 74 FT. W. OF GRADED RD.
 JN0372'AND 45 FT. N. OF FORMER UTAH STATE HIGHWAY 24.
 JN0372'
 JN0372'STATION MARK--A STANDARD BRONZE TABLET STAMPED SUMMIT 1968 SET
 JN0372'ON TOP OF A COPPER-COATED STEEL ROD SURROUNDED BY A 10-IN. CONCRETE
 JN0372'PIPE PROJECTING 0.1 FT. ABOVE NATURAL GROUND.
 JN0372'
 JN0372'REFERENCE MARK NO. 1--A STANDARD BRONZE TABLET STAMPED NO 1 1968
 JN0372'SET ON TOP OF A COPPER-COATED STEEL ROD SURROUNDED BY A
 JN0372'10-IN. CONCRETE PIPE LEVEL WITH NATURAL GROUND.
 JN0372'
 JN0372'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET STAMPED NO 2 1968
 JN0372'SET ON TOP OF A COPPER-COATED STEEL ROD SURROUNDED BY A
 JN0372'10-IN. CONCRETE PIPE, LEVEL WITH NATURAL GROUND.
 JN0372
 JN0372                          STATION RECOVERY (1969)
 JN0372
 JN0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JT)
 JN0372'FOUND AS DESCRIBED BY USGS, 1968.
 JN0372'
 JN0372'ALL MARKS IN GOOD CONDITION.
 JN0372
 JN0372                          STATION RECOVERY (2004)
 JN0372
 JN0372'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HDM)
 JN0372'RECOVERED STATION MARK AND BOTH RMS.
 JN0372
 JN0372                          STATION RECOVERY (2009)
 JN0372
 JN0372'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (LR)
 JN0372'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AB5694 ***********************************************************************
 AB5694  DESIGNATION -  SUNDANCE
 AB5694  PID         -  AB5694
 AB5694  STATE/COUNTY-  UT/UINTAH
 AB5694  COUNTRY     -  US
 AB5694  USGS QUAD   -  WHITEROCKS (2017)
 AB5694
 AB5694                         *CURRENT SURVEY CONTROL
 AB5694  ______________________________________________________________________
 AB5694* NAD 83(1994) POSITION- 40 22 55.07875(N) 109 52 59.91420(W)   ADJUSTED
 AB5694* NAVD 88 ORTHO HEIGHT -  1650.6   (meters)     5415.    (feet) VERTCON3
 AB5694  ______________________________________________________________________
 AB5694  GEOID HEIGHT    -        -16.998 (meters)                     GEOID18
 AB5694  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 AB5694  HORZ ORDER      -  THIRD
 AB5694
 AB5694.The horizontal coordinates were established by classical geodetic methods
 AB5694.and adjusted by the National Geodetic Survey in November 1997.
 AB5694
 AB5694.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB5694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB5694
 AB5694.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5694.GEOID18 height accuracy estimate available here.
 AB5694
 AB5694.Click photographs - Photos may exist for this station.
 AB5694
 AB5694.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB5694
 AB5694. The following values were computed from the NAD 83(1994) position.
 AB5694
 AB5694;                    North         East     Units Scale Factor Converg.
 AB5694;SPC UT C     - 2,228,681.429   637,268.016   MT  0.99994433   +1 02 08.2
 AB5694;SPC UT C     - 7,311,932.32  2,090,770.15   sFT  0.99994433   +1 02 08.2
 AB5694;UTM  12      - 4,470,751.639   594,788.105   MT  0.99971060   +0 43 24.7
 AB5694
 AB5694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5694!SPC UT C     -   0.99974381  x   0.99994433  =   0.99968815
 AB5694!UTM  12      -   0.99974381  x   0.99971060  =   0.99945448
 AB5694
 AB5694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK9478870751(NAD 83)
 AB5694
 AB5694                          SUPERSEDED SURVEY CONTROL
 AB5694
 AB5694  NAD 83(1993)-  40 22 55.07778(N)    109 52 59.91451(W) AD(       ) 3
 AB5694  NAD 83(1986)-  40 22 55.05654(N)    109 52 59.90214(W) AD(       ) 3
 AB5694  NGVD 29 (07/31/96) 1649.3    (m)         5411.     (f) VERT ANG       
 AB5694
 AB5694.Superseded values are not recommended for survey control.
 AB5694
 AB5694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5694.See file dsdata.pdf to determine how the superseded data were derived.
 AB5694
 AB5694_MARKER: Z = SEE DESCRIPTION
 AB5694_SETTING: 0 = UNSPECIFIED SETTING
 AB5694
 AB5694  HISTORY     - Date     Condition        Report By
 AB5694  HISTORY     - 1963     MONUMENTED       USGS
 AB5694
 AB5694                          STATION DESCRIPTION
 AB5694
 AB5694'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AB5694'LOCATED ABOUT 1.3 MI. S. OF, AND 4.5 MI. W. OF LA POINT, AND 5.8 MI.
 AB5694'S. OF AND 5.8 MI. E. OF ROOSEVELT, ABOUT 0.5 MI. E. OF THE OLD UINTAH
 AB5694'RIVER BED ON A FLAT RIDGE RUNNING SSE.
 AB5694'TO REACH FROM JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 88,
 AB5694'PROCEED W. 1.8 MI. TO PAVED RD. HEADING N., TURN RIGHT AND GO 7.6 MI.
 AB5694'TO CROSSROADS, TURN RIGHT (E.) ON GRAVEL RD. AND GO 0.6 MI. TO RD.
 AB5694'FORK, BEAR RIGHT (SE.) AND CONTINUE ALONG MAIN-TRAVELED RD. PAST OIL
 AB5694'STORAGE TANKS FOR 1.7 MI. TO Y-RD. FORK, TURN LEFT (N.) ALONG TRACK
 AB5694'RD. FOR 0.2 MI. TO E-W. FENCE, TURN RIGHT (E.) ALONG FENCE FOR 0.1 MI.
 AB5694'TO FENCE CORNER AND STATION MARK.  STATION IS 28 FT. SW. OF FENCE
 AB5694'CORNER.
 AB5694'STATION MARK--A STANDARD TABLET STAMPED---SUNDANCE 1963---, SET IN A
 AB5694'CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND.
 AB5694'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED---
 AB5694'SUNDANCE NO. 1963---, SET IN A CONCRETE POST PROJECTING 0.7 FT. ABOVE
 AB5694'GROUND, 28.70 FT. FROM STATION MARK 10 DEGREES 36 MINUTES EAST, AND
 AB5694'LEVEL.
 AB5694'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED---
 AB5694'SUNDANCE NO. 1963---, SET IN A CONCRETE POST PROJECTING 0.7 FT. ABOVE
 AB5694'GROUND, 25.08 FT. FROM STATION MARK 109 DEGREES 25 MINUTES SE, AND
 AB5694'LEVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AE4651 ***********************************************************************
 AE4651  DESIGNATION -  SUR1 A
 AE4651  PID         -  AE4651
 AE4651  STATE/COUNTY-  UT/SALT LAKE
 AE4651  COUNTRY     -  US
 AE4651  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 AE4651
 AE4651                         *CURRENT SURVEY CONTROL
 AE4651  ______________________________________________________________________
 AE4651* NAD 83(1986) POSITION- 40 40 28.6    (N) 111 53 31.1    (W)   HD_HELD2
 AE4651* NAVD 88 ORTHO HEIGHT -  1305.818 (meters)     4284.17  (feet) ADJUSTED
 AE4651  ______________________________________________________________________
 AE4651  GEOID HEIGHT    -        -16.986 (meters)                     GEOID18
 AE4651  DYNAMIC HEIGHT  -       1304.766 (meters)     4280.72  (feet) COMP
 AE4651  MODELED GRAVITY -    979,775.2   (mgal)                       NAVD 88
 AE4651
 AE4651  VERT ORDER      -  FIRST     CLASS II
 AE4651
 AE4651.The horizontal coordinates were established by autonomous hand held GPS
 AE4651.observations and have an estimated accuracy of +/- 10 meters.
 AE4651
 AE4651.The orthometric height was determined by differential leveling and
 AE4651.adjusted by the NATIONAL GEODETIC SURVEY
 AE4651.in July 2002.
 AE4651
 AE4651.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4651.GEOID18 height accuracy estimate available here.
 AE4651
 AE4651.Click photographs - Photos may exist for this station.
 AE4651
 AE4651.The dynamic height is computed by dividing the NAVD 88
 AE4651.geopotential number by the normal gravity value computed on the
 AE4651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4651.degrees latitude (g = 980.6199 gals.).
 AE4651
 AE4651.The modeled gravity was interpolated from observed gravity values.
 AE4651
 AE4651;                    North         East    Units  Estimated Accuracy
 AE4651;SPC UT C     - 2,260,009.      466,860.      MT  (+/- 10 meters HH2 GPS)
 AE4651
 AE4651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2461503019(NAD 83)
 AE4651
 AE4651                          SUPERSEDED SURVEY CONTROL
 AE4651
 AE4651.No superseded survey control is available for this station.
 AE4651
 AE4651_MARKER: I = METAL ROD
 AE4651_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4651_STAMPING: SUR1 A 1997
 AE4651_MARK LOGO: NGS
 AE4651_PROJECTION: FLUSH
 AE4651_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4651+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4651_ROD/PIPE-DEPTH: 15.9 meters
 AE4651_SLEEVE-DEPTH  : 0.9 meters
 AE4651
 AE4651  HISTORY     - Date     Condition        Report By
 AE4651  HISTORY     - 1997     MONUMENTED       NGS
 AE4651
 AE4651                          STATION DESCRIPTION
 AE4651
 AE4651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4651'IN SOUTH SALT LAKE CITY, AT THE INTERSECTION OF SOUTH MAIN AND 4500
 AE4651'SOUTH STREETS, 61.1 M (200.5 FT) WEST OF THE CENTERLINE OF SOUTH MAIN
 AE4651'STREET, 43.7 M (143.4 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AE4651'SALT LAKE CITY SHERIFF DEPARTMENT AT 4474 SOUTH MAIN STREET, 11.9 M
 AE4651'(39.0 FT) NORTH OF THE CENTERLINE OF SOUTH STREET, 1.0 M (3.3 FT)
 AE4651'ABOVE THE LEVEL OF SOUTH STREET, 0.7 M (2.3 FT) NORTH OF A WITNESS
 AE4651'POST AND FENCE, AND 0.5 M (1.6 FT) SOUTH OF THE SOUTH CURB OF A
 AE4651'PARKING LOT.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AE4651'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AE4651'MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AE4650 ***********************************************************************
 AE4650  DESIGNATION -  SUR1 B
 AE4650  PID         -  AE4650
 AE4650  STATE/COUNTY-  UT/SALT LAKE
 AE4650  COUNTRY     -  US
 AE4650  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 AE4650
 AE4650                         *CURRENT SURVEY CONTROL
 AE4650  ______________________________________________________________________
 AE4650* NAD 83(1986) POSITION- 40 40 56.     (N) 111 53 44.     (W)   SCALED
 AE4650* NAVD 88 ORTHO HEIGHT -  1298.475 (meters)     4260.08  (feet) ADJUSTED
 AE4650  ______________________________________________________________________
 AE4650  GEOID HEIGHT    -        -16.994 (meters)                     GEOID18
 AE4650  DYNAMIC HEIGHT  -       1297.431 (meters)     4256.65  (feet) COMP
 AE4650  MODELED GRAVITY -    979,776.5   (mgal)                       NAVD 88
 AE4650
 AE4650  VERT ORDER      -  FIRST     CLASS II
 AE4650
 AE4650.The horizontal coordinates were scaled from a map and have
 AE4650.an estimated accuracy of +/- 6 seconds.
 AE4650
 AE4650.The orthometric height was determined by differential leveling and
 AE4650.adjusted by the NATIONAL GEODETIC SURVEY
 AE4650.in July 2002.
 AE4650
 AE4650.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4650.GEOID18 height accuracy estimate available here.
 AE4650
 AE4650.Click photographs - Photos may exist for this station.
 AE4650
 AE4650.The dynamic height is computed by dividing the NAVD 88
 AE4650.geopotential number by the normal gravity value computed on the
 AE4650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4650.degrees latitude (g = 980.6199 gals.).
 AE4650
 AE4650.The modeled gravity was interpolated from observed gravity values.
 AE4650
 AE4650;                    North         East    Units  Estimated Accuracy
 AE4650;SPC UT C     - 2,260,860.      466,560.      MT  (+/- 180 meters Scaled)
 AE4650
 AE4650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL243038(NAD 83)
 AE4650
 AE4650                          SUPERSEDED SURVEY CONTROL
 AE4650
 AE4650.No superseded survey control is available for this station.
 AE4650
 AE4650_MARKER: I = METAL ROD
 AE4650_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4650_STAMPING: SUR1 B 1997
 AE4650_MARK LOGO: NGS
 AE4650_PROJECTION: FLUSH
 AE4650_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4650+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2010
 AE4650_ROD/PIPE-DEPTH: 17.0 meters
 AE4650_SLEEVE-DEPTH  : 0.9 meters
 AE4650
 AE4650  HISTORY     - Date     Condition        Report By
 AE4650  HISTORY     - 1997     MONUMENTED       NGS
 AE4650  HISTORY     - 20100720 GOOD             AEROME
 AE4650
 AE4650                          STATION DESCRIPTION
 AE4650
 AE4650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4650'IN SOUTH SALT LAKE CITY, AT THE INTERSECTION OF 4100 WEST TEMPLE AND
 AE4650'4105 SOUTH STREETS, 79.4 M (260.5 FT) WEST OF THE CENTERLINE OF WEST
 AE4650'TEMPLE STREET, 25.8 M (84.6 FT) NORTH OF THE CENTERLINE OF SOUTH
 AE4650'STREET, 22.2 M (72.8 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE
 AE4650'INDUSTRIAL POWER CONTRACTORS AT 4100 WEST TEMPLE STREET, 12.3 M (40.4
 AE4650'FT) NORTH OF THE NORTHEAST CORNER OF A RAILROAD SIGNAL CONTROL BOX,
 AE4650'6.3 M (20.7 FT) EAST OF THE NEAR RAIL OF A UNION PACIFIC RAILROAD SPUR
 AE4650'LINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF SOUTH STREET.
 AE4650'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE4650'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE4650
 AE4650                          STATION RECOVERY (2010)
 AE4650
 AE4650'RECOVERY NOTE BY AERO METRIC INC 2010
 AE4650'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AE4652 ***********************************************************************
 AE4652  DESIGNATION -  SURVEYOR 1
 AE4652  PID         -  AE4652
 AE4652  STATE/COUNTY-  UT/SALT LAKE
 AE4652  COUNTRY     -  US
 AE4652  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 AE4652
 AE4652                         *CURRENT SURVEY CONTROL
 AE4652  ______________________________________________________________________
 AE4652* NAD 83(1986) POSITION- 40 40 31.     (N) 111 53 35.     (W)   SCALED
 AE4652* NAVD 88 ORTHO HEIGHT -  1305.904 (meters)     4284.45  (feet) ADJUSTED
 AE4652  ______________________________________________________________________
 AE4652  GEOID HEIGHT    -        -16.990 (meters)                     GEOID18
 AE4652  DYNAMIC HEIGHT  -       1304.852 (meters)     4281.00  (feet) COMP
 AE4652  MODELED GRAVITY -    979,775.2   (mgal)                       NAVD 88
 AE4652
 AE4652  VERT ORDER      -  FIRST     CLASS II
 AE4652
 AE4652.The horizontal coordinates were scaled from a map and have
 AE4652.an estimated accuracy of +/- 6 seconds.
 AE4652
 AE4652.The orthometric height was determined by differential leveling and
 AE4652.adjusted by the NATIONAL GEODETIC SURVEY
 AE4652.in July 2002.
 AE4652
 AE4652.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4652.GEOID18 height accuracy estimate available here.
 AE4652
 AE4652.Click photographs - Photos may exist for this station.
 AE4652
 AE4652.The dynamic height is computed by dividing the NAVD 88
 AE4652.geopotential number by the normal gravity value computed on the
 AE4652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4652.degrees latitude (g = 980.6199 gals.).
 AE4652
 AE4652.The modeled gravity was interpolated from observed gravity values.
 AE4652
 AE4652;                    North         East    Units  Estimated Accuracy
 AE4652;SPC UT C     - 2,260,080.      466,770.      MT  (+/- 180 meters Scaled)
 AE4652
 AE4652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL245030(NAD 83)
 AE4652
 AE4652                          SUPERSEDED SURVEY CONTROL
 AE4652
 AE4652.No superseded survey control is available for this station.
 AE4652
 AE4652_MARKER: DD = SURVEY DISK
 AE4652_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE4652_SP_SET: ANTENNA FOOTING
 AE4652_STAMPING: SURVEYOR 1
 AE4652_MARK LOGO: UT-035
 AE4652_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4652+STABILITY: SURFACE MOTION
 AE4652_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4652+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1997
 AE4652
 AE4652  HISTORY     - Date     Condition        Report By
 AE4652  HISTORY     - UNK      MONUMENTED       UT-035
 AE4652  HISTORY     - 19970922 GOOD             NGS
 AE4652
 AE4652                          STATION DESCRIPTION
 AE4652
 AE4652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4652'IN SOUTH SALT LAKE CITY, AT 4474 SOUTH MAIN STREET, IN THE CONCRETE
 AE4652'FOOTING FOR THE SURVEYOR 1 CORS SITE ANTENNA, 91.1 M (298.9 FT) WEST
 AE4652'OF THE CENTERLINE OF SOUTH MAIN STREET, 74.4 M (244.1 FT) WEST OF THE
 AE4652'NORTHWEST METAL SUPPORT POLE FOR A CARPORT AT THE SALT LAKE CITY
 AE4652'SHERIFF DEPARTMENT AT 4474 SOUTH MAIN STREET, 20.2 M (66.3 FT) SOUTH
 AE4652'OF A CHAIN LINK FENCE, 11.1 M (36.4 FT) SOUTHEAST OF THE CENTER OF A
 AE4652'DOUBLE GATE AND DRIVEWAY TO A COUNTY STORAGE YARD, 0.6 M (2.0 FT) WEST
 AE4652'OF THE SOUTHWEST CORNER OF A PUMP HOUSE, 0.5 M (1.6 FT) NORTH OF A
 AE4652'GARAGE, 0.4 M (1.3 FT) NORTH OF THE SOUTH END OF THE FOOTING, 0.1 M
 AE4652'(0.3 FT) NORTH OF THE ANTENNA, AND FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AF9634 ***********************************************************************
 AF9634  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9634  DESIGNATION -  SURVEYOR 1 CORS ARP
 AF9634  CORS_ID     -  SUR1
 AF9634  PID         -  AF9634
 AF9634  STATE/COUNTY-  UT/SALT LAKE
 AF9634  COUNTRY     -  US
 AF9634  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 AF9634
 AF9634                         *CURRENT SURVEY CONTROL
 AF9634  ______________________________________________________________________
 AF9634* NAD 83(2011) POSITION- 40 40 30.05620(N) 111 53 32.38726(W)   ADJUSTED
 AF9634* NAD 83(2011) ELLIP HT-  1295.865 (meters)        (06/??/19)   ADJUSTED
 AF9634* NAD 83(2011) EPOCH   -  2010.00
 AF9634  ______________________________________________________________________
 AF9634  GEOID HEIGHT    -        -16.987 (meters)                     GEOID18
 AF9634  NAD 83(2011) X  - -1,806,588.674 (meters)                     COMP
 AF9634  NAD 83(2011) Y  - -4,495,769.490 (meters)                     COMP
 AF9634  NAD 83(2011) Z  -  4,135,963.509 (meters)                     COMP
 AF9634
 AF9634.Formal positional accuracy estimates are not available for this CORS
 AF9634.because its coordinates were determined in part using modeled velocities.
 AF9634.A time-series residual plot is available that shows daily coordinate
 AF9634.variations relative to the published coordinates and modeled velocities.
 AF9634.Large residuals may indicate a potential error in the modeled velocities.
 AF9634
 AF9634.Residual plot at:
 AF9634.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=SUR1.
 AF9634
 AF9634.The coordinates were established by GPS observations
 AF9634.and adjusted by the National Geodetic Survey in June 2019.
 AF9634
 AF9634.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9634.been affixed to the stable North American Tectonic Plate. 
 AF9634
 AF9634.The coordinates are valid at the epoch date displayed above
 AF9634.which is a decimal equivalence of Year/Month/Day.
 AF9634
 AF9634.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AF9634.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AF9634.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AF9634.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AF9634.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AF9634.published epoch of 2010.00.
 AF9634
 AF9634.Additional information on MYCS is available at:
 AF9634.https://geodesy.noaa.gov/CORS/index.shtml
 AF9634
 AF9634.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9634.GEOID18 height accuracy estimate available here.
 AF9634
 AF9634.The PID for the CORS L1 Phase Center is AC8721.
 AF9634
 AF9634.Click photographs - Photos may exist for this station.
 AF9634
 AF9634.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9634
 AF9634.The ellipsoidal height was determined by GPS observations
 AF9634.and is referenced to NAD 83.
 AF9634
 AF9634. The following values were computed from the NAD 83(2011) position.
 AF9634
 AF9634;                    North         East     Units Scale Factor Converg.
 AF9634;SPC UT C     - 2,260,054.316   466,829.560   MT  1.00000632   -0 15 04.7
 AF9634;SPC UT C     - 7,414,861.54  1,531,589.98   sFT  1.00000632   -0 15 04.7
 AF9634;UTM  12      - 4,503,064.501   424,585.837   MT  0.99967000   -0 34 53.8
 AF9634
 AF9634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9634!SPC UT C     -   0.99979676  x   1.00000632  =   0.99980308
 AF9634!UTM  12      -   0.99979676  x   0.99967000  =   0.99946683
 AF9634
 AF9634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2458503064(NAD 83)
 AF9634
 AF9634                          SUPERSEDED SURVEY CONTROL
 AF9634
 AF9634  NAD 83(2011)-  40 40 30.05619(N)    111 53 32.38708(W) AD(2010.00) c
 AF9634  ELLIP H (08/??/11) 1295.862  (m)                       GP(2010.00) c c
 AF9634  NAD 83(CORS)-  40 40 30.05575(N)    111 53 32.38772(W) AD(2002.00) c
 AF9634  ELLIP H (03/??/02) 1295.873  (m)                       GP(2002.00) c c
 AF9634  NAD 83(CORS)-  40 40 30.05553(N)    111 53 32.38764(W) AD(1997.00) c
 AF9634  ELLIP H (05/??/97) 1295.901  (m)                       GP(1997.00) c c
 AF9634  NAD 83(CORS)-  40 40 30.05553(N)    111 53 32.38764(W) AD(1996.00) c
 AF9634  ELLIP H (05/??/97) 1295.901  (m)                       GP(1996.00) c c
 AF9634
 AF9634.Superseded values are not recommended for survey control.
 AF9634
 AF9634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9634.See file dsdata.pdf to determine how the superseded data were derived.
 AF9634
 AF9634_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9634
 AF9634                          STATION DESCRIPTION
 AF9634
 AF9634'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AF9634'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AF9634'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AF9634'AND LOG FILES ACCESSIBLE AT:
 AF9634'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1070 ***********************************************************************
 LO1070  DESIGNATION -  SWALE
 LO1070  PID         -  LO1070
 LO1070  STATE/COUNTY-  UT/DUCHESNE
 LO1070  COUNTRY     -  US
 LO1070  USGS QUAD   -  MYTON (2017)
 LO1070
 LO1070                         *CURRENT SURVEY CONTROL
 LO1070  ______________________________________________________________________
 LO1070* NAD 83(1994) POSITION- 40 09 30.59839(N) 110 06 35.36427(W)   ADJUSTED
 LO1070* NAVD 88 ORTHO HEIGHT -  1629.9   (meters)     5347.    (feet) VERTCON3
 LO1070  ______________________________________________________________________
 LO1070  GEOID HEIGHT    -        -17.783 (meters)                     GEOID18
 LO1070  LAPLACE CORR    -         -3.57  (seconds)                    DEFLEC18
 LO1070  HORZ ORDER      -  FIRST
 LO1070
 LO1070.The horizontal coordinates were established by classical geodetic methods
 LO1070.and adjusted by the National Geodetic Survey in November 1997.
 LO1070
 LO1070.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1070
 LO1070.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1070.GEOID18 height accuracy estimate available here.
 LO1070
 LO1070.Click photographs - Photos may exist for this station.
 LO1070
 LO1070.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1070
 LO1070. The following values were computed from the NAD 83(1994) position.
 LO1070
 LO1070;                    North         East     Units Scale Factor Converg.
 LO1070;SPC UT C     - 2,203,549.217   618,422.743   MT  0.99991472   +0 53 25.9
 LO1070;SPC UT C     - 7,229,477.72  2,028,941.95   sFT  0.99991472   +0 53 25.9
 LO1070;UTM  12      - 4,445,729.167   575,809.750   MT  0.99967075   +0 34 26.8
 LO1070
 LO1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1070!SPC UT C     -   0.99974716  x   0.99991472  =   0.99966190
 LO1070!UTM  12      -   0.99974716  x   0.99967075  =   0.99941799
 LO1070
 LO1070:                Primary Azimuth Mark                     Grid Az
 LO1070:SPC UT C     -  SWALE AZ MK                              028 32 17.5
 LO1070:UTM  12      -  SWALE AZ MK                              028 51 16.6
 LO1070
 LO1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK7580945729(NAD 83)
 LO1070
 LO1070|---------------------------------------------------------------------|
 LO1070| PID    Reference Object                     Distance      Geod. Az  |
 LO1070|                                                           dddmmss.s |
 LO1070| LO1071 FLAT TOP                            APPROX. 7.1 KM 0031432.5 |
 LO1070| CP5883 SWALE AZ MK                                        0292543.4 |
 LO1070| CP5884 SWALE RM 1                           16.898 METERS 08024     |
 LO1070| CP5885 SWALE RM 2                           16.874 METERS 17009     |
 LO1070| LO0033 W 52                                176.862 METERS 26310     |
 LO1070|---------------------------------------------------------------------|
 LO1070
 LO1070                          SUPERSEDED SURVEY CONTROL
 LO1070
 LO1070  NAD 83(1993)-  40 09 30.59691(N)    110 06 35.36526(W) AD(       ) 1
 LO1070  NAD 83(1986)-  40 09 30.57698(N)    110 06 35.35502(W) AD(       ) 1
 LO1070  NAD 27      -  40 09 30.72000(N)    110 06 32.81500(W) AD(       ) 1
 LO1070  NGVD 29 (07/19/86) 1628.7    (m)         5343.     (f) VERT ANG       
 LO1070
 LO1070.Superseded values are not recommended for survey control.
 LO1070
 LO1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1070.See file dsdata.pdf to determine how the superseded data were derived.
 LO1070
 LO1070_MARKER: DS = TRIANGULATION STATION DISK
 LO1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO1070_STAMPING: SWALE 1947
 LO1070_MARK LOGO: CGS
 LO1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1070+STABILITY: SURFACE MOTION
 LO1070
 LO1070  HISTORY     - Date     Condition        Report By
 LO1070  HISTORY     - 1947     MONUMENTED       CGS
 LO1070  HISTORY     - 1958     GOOD             CGS
 LO1070  HISTORY     - 1963     GOOD             USGS
 LO1070  HISTORY     - 1980     GOOD             LOCENG
 LO1070
 LO1070                          STATION DESCRIPTION
 LO1070
 LO1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LO1070'THE STATION IS LOCATED ON A HIGH PROMINENT BENCH, IN THE DESERT
 LO1070'AREA, ABOUT 4 MILES AIRLINE SOUTHWEST OF MYTON, 16 MILES AIRLINE
 LO1070'EAST OF DUCHESNE AND 0.1 MILE EAST OF STATE HIGHWAY 53.  THE
 LO1070'STATION MARK IS A BRONZE DISK SET 4 FEET SOUTH OF A WHITE
 LO1070'WITNESS POST, PROJECTS 4 INCHES AND IS STAMPED, SWALE 1947.
 LO1070'
 LO1070'REFERENCE MARK NO. 1 IS A BRONZE DISK SET FLUSH, AT SAME
 LO1070'ELEVATION AS STATION MARK AND IS STAMPED, SWALE NO 1 1947.
 LO1070'
 LO1070'REFERENCE MARK NO. 2 IS A BRONZE DISK, PROJECTS 4 INCHES,
 LO1070'IS 18 INCHES LOWER THAN THE STATION MARK AND IS STAMPED,
 LO1070'SWALE NO 2 1947.
 LO1070'
 LO1070'THE AZIMUTH MARK IS A BRONZE DISK, PROJECTS 4 INCHES, IS
 LO1070'SET 100 FEET SOUTH OF A ROAD INTERSECTION, 30 FEET WEST OF
 LO1070'THE CENTERLINE OF ONE ROAD AND 21 FEET EAST OF THE CENTERLINE
 LO1070'OF THE OTHER ROAD.  IT IS STAMPED, SWALE 1947.
 LO1070'
 LO1070'BENCH MARK W52 IS A BRONZE DISK SET IN A SQUARE CONCRETE
 LO1070'POST 22 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 53.
 LO1070'IT PROJECTS 10 INCHES AND IS STAMPED, W 52 1934.
 LO1070'
 LO1070'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40
 LO1070'AND STATE HIGHWAY 53 WEST OF MYTON.  GO SOUTH ON STATE HIGHWAY
 LO1070'53, 1.7 MILE TO A FORK AND AZIMUTH MARK AS DESCRIBED ABOVE.
 LO1070'TURN RIGHT, GO 0.6 MILE.  TURN LEFT OFF ROAD, GO CROSS COUNTRY,
 LO1070'EAST, 0.1 MILE TO STATION.  A DRIVE STATION.
 LO1070
 LO1070                          STATION RECOVERY (1958)
 LO1070
 LO1070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 LO1070'STATION, AZIMUTH, REFERENCE MARKS AND BM W 52 (USC AND GS
 LO1070'1934) RECOVERED IN GOOD CONDITION.  DISTANCES AND ANGLES
 LO1070'TO REFERENCE MARKS CHECKED AND VERIFIED.  DESCRIPTION ADEQUATE
 LO1070'AND CORRECT EXCEPT FOR THE FOLOWING.  BM W-52 (USC AND GS
 LO1070'1934) IS LOCATED ABOUT 0.6 MILE SOUTH ALONG STATE ROUTE 53
 LO1070'FROM THE AZIMUTH MARK.
 LO1070
 LO1070                          STATION RECOVERY (1963)
 LO1070
 LO1070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LO1070'RECOVERED.
 LO1070'
 LO1070'STATION MARK--BRONZE DISK, STAMPED ---SWALE 1947---, SET 4 FT.
 LO1070'S. OF A WHITE WITNESS POST PROJECTING 4 IN.
 LO1070
 LO1070                          STATION RECOVERY (1980)
 LO1070
 LO1070'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RSH)
 LO1070'SWALE 1947 GOOD.
 LO1070'
 LO1070'AZ MK SWALE 1947 NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0541 ***********************************************************************
 HO0541  DESIGNATION -  SWALLOW
 HO0541  PID         -  HO0541
 HO0541  STATE/COUNTY-  UT/KANE
 HO0541  COUNTRY     -  US
 HO0541  USGS QUAD   -  DEER RANGE POINT (2017)
 HO0541
 HO0541                         *CURRENT SURVEY CONTROL
 HO0541  ______________________________________________________________________
 HO0541* NAD 83(1994) POSITION- 37 21 31.05935(N) 112 04 14.23519(W)   ADJUSTED
 HO0541* NAVD 88 ORTHO HEIGHT -  2265.7   (meters)     7433.    (feet) VERTCON3
 HO0541  ______________________________________________________________________
 HO0541  GEOID HEIGHT    -        -21.318 (meters)                     GEOID18
 HO0541  LAPLACE CORR    -         -5.15  (seconds)                    DEFLEC18
 HO0541  HORZ ORDER      -  THIRD
 HO0541
 HO0541.The horizontal coordinates were established by classical geodetic methods
 HO0541.and adjusted by the National Geodetic Survey in November 1997.
 HO0541
 HO0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0541
 HO0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0541.GEOID18 height accuracy estimate available here.
 HO0541
 HO0541.Click photographs - Photos may exist for this station.
 HO0541
 HO0541.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0541
 HO0541. The following values were computed from the NAD 83(1994) position.
 HO0541
 HO0541;                    North         East     Units Scale Factor Converg.
 HO0541;SPC UT S     - 3,076,950.215   449,449.011   MT  0.99997870   -0 20 58.6
 HO0541;SPC UT S     -10,094,960.83  1,474,567.30   sFT  0.99997870   -0 20 58.6
 HO0541;UTM  12      - 4,135,194.855   405,188.149   MT  0.99971073   -0 38 58.9
 HO0541
 HO0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0541!SPC UT S     -   0.99964793  x   0.99997870  =   0.99962664
 HO0541!UTM  12      -   0.99964793  x   0.99971073  =   0.99935876
 HO0541
 HO0541:                Primary Azimuth Mark                     Grid Az
 HO0541:SPC UT S     -  RIGGS                                    296 41 01.5
 HO0541:UTM  12      -  RIGGS                                    296 59 01.8
 HO0541
 HO0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0518835194(NAD 83)
 HO0541
 HO0541|---------------------------------------------------------------------|
 HO0541| PID    Reference Object                     Distance      Geod. Az  |
 HO0541|                                                           dddmmss.s |
 HO0541| HO0546 RIGGS                               APPROX. 7.2 KM 2962002.9 |
 HO0541|---------------------------------------------------------------------|
 HO0541
 HO0541                          SUPERSEDED SURVEY CONTROL
 HO0541
 HO0541  NAD 83(1992)-  37 21 31.05746(N)    112 04 14.23542(W) AD(       ) 3
 HO0541  NAD 83(1986)-  37 21 31.05660(N)    112 04 14.23457(W) AD(       ) 3
 HO0541  NAD 27      -  37 21 31.12312(N)    112 04 11.54921(W) AD(       ) 3
 HO0541  NGVD 29 (07/19/86) 2264.5    (m)         7429.     (f) VERT ANG       
 HO0541
 HO0541.Superseded values are not recommended for survey control.
 HO0541
 HO0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0541.See file dsdata.pdf to determine how the superseded data were derived.
 HO0541
 HO0541_MARKER: DB = BENCH MARK DISK
 HO0541_SETTING: 80 = SET IN A BOULDER
 HO0541_STAMPING: SWALLOW 1954
 HO0541_MARK LOGO: USGS
 HO0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0541+STABILITY: SURFACE MOTION
 HO0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0541+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2021
 HO0541
 HO0541  HISTORY     - Date     Condition        Report By
 HO0541  HISTORY     - 1954     MONUMENTED       USGS
 HO0541  HISTORY     - 20210415 POOR             INDIV
 HO0541
 HO0541                          STATION DESCRIPTION
 HO0541
 HO0541'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HO0541'LOCATED ABOUT 47 MI. NE. OF FREDONIA, ARIZONA, 42 MI. NE. OF KANAB,
 HO0541'UTAH, AND ABOUT 12 MI. NW. OF THE JUNCTION OF THE PARIA RIVER AND
 HO0541'COTTONWOOD CANYON, ON A LARGE, ROUND TOP 4 MI. W. OF THE PARIA
 HO0541'RIVER.  STATION REACHED BY HELICOPTER.
 HO0541'
 HO0541'STATION MARK--STANDARD TABLET, STAMPED ---SWALLOW 1954---, SET IN
 HO0541'BOULDER.
 HO0541'
 HO0541'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, SET IN BLAZE OF PINE
 HO0541'TREE, 5.5 FT. ABOVE GROUND, 30.03 FT. FROM STATION MARK,
 HO0541'N 82 DEG 13 MIN W.
 HO0541'
 HO0541'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, IN BLAZE OF PINE TREE,
 HO0541'5.5 FT. ABOVE THE GROUND, 41.18 FT. FROM STATION MARK,
 HO0541'N 10 DEG 20 MIN E.
 HO0541
 HO0541                          STATION RECOVERY (2021)
 HO0541
 HO0541'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 HO0541'TO REACH FROM KANAB UTAH, TAKE US-89 SOUTH.  AFTER CROSSING BUCKSKIN
 HO0541'WASH TURN LEFT ONTO A GOOD DIRT ROAD AND GO NORTH, STAYING ON THE MAIN
 HO0541'ROAD FOR 10 MI (16.1 KM).  NOW AT A Y-INTERSECTION, TAKE THE RIGHT
 HO0541'FORK AND GO 5 MI (8.0 KM) TO A MINOR SANDY INTERSECTION.  TURN LEFT
 HO0541'ONTO A SANDY JEEP TRAIL, (4WD RECOMMENDED) AND GO 2.6 MI (4.2 KM) TO
 HO0541'THE END OF VEHICLE TRAVEL.
 HO0541'
 HO0541'FROM HERE HIKE NORTHEAST AIMING FOR THE SADDLE NORTH OF THE STATION
 HO0541'PEAK.  THIS WILL LEAD TO A WASH.  CONTINUE IN THE WASH TOWARD THE
 HO0541'SADDLE.  AT AN ELEVATION OF 6520 FT (1987.3 M), LEAVE THE WASH ON THE
 HO0541'RIGHT SIDE AND AIM FOR A POINT ABOUT 1500 FT (457.2 M) SOUTH OF THE
 HO0541'SADDLE.  A SLANTED LEDGE THAT RISES FROM THE LEFT TO THE RIGHT WILL
 HO0541'BECOME VISIBLE.  REACH THE LEDGE AND ASCEND SOUTHERLY TO THE RIGHT
 HO0541'SOUTH OF THE LARGE PROMINENT BLOCK.  THEN GO AROUND THE BLOCK AND
 HO0541'ASCEND NORTHERLY TO THE TOP AND THE STATION.  A GPS TRACK OF THE ROUTE
 HO0541'CAN BE SEEN ON PEAKBAGGER.COM UNDER THE PEAK NAMED DEER RANGE POINT.
 HO0541'THE BOULDER THE DISC IS SET IN HAS CRACKED LEAVING THE DISK LOOSE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0456 ***********************************************************************
 KO0456  DESIGNATION -  SWASEY
 KO0456  PID         -  KO0456
 KO0456  STATE/COUNTY-  UT/MILLARD
 KO0456  COUNTRY     -  US
 KO0456  USGS QUAD   -  SWASEY PEAK (2017)
 KO0456
 KO0456                         *CURRENT SURVEY CONTROL
 KO0456  ______________________________________________________________________
 KO0456* NAD 83(1994) POSITION- 39 23 43.16318(N) 113 18 20.44221(W)   ADJUSTED
 KO0456* NAVD 88 ORTHO HEIGHT -  2762.5   (meters)     9063.    (feet) VERTCON3
 KO0456  ______________________________________________________________________
 KO0456  GEOID HEIGHT    -        -19.414 (meters)                     GEOID18
 KO0456  LAPLACE CORR    -         -4.30  (seconds)                    DEFLEC18
 KO0456  HORZ ORDER      -  THIRD
 KO0456
 KO0456.The horizontal coordinates were established by classical geodetic methods
 KO0456.and adjusted by the National Geodetic Survey in November 1997.
 KO0456
 KO0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0456
 KO0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0456.GEOID18 height accuracy estimate available here.
 KO0456
 KO0456.Click photographs - Photos may exist for this station.
 KO0456
 KO0456.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0456
 KO0456. The following values were computed from the NAD 83(1994) position.
 KO0456
 KO0456;                    North         East     Units Scale Factor Converg.
 KO0456;SPC UT C     - 2,119,470.962   344,476.470   MT  0.99992808   -1 09 24.0
 KO0456;SPC UT C     - 6,953,630.98  1,130,169.89   sFT  0.99992808   -1 09 24.0
 KO0456;UTM  12      - 4,363,183.722   301,452.482   MT  1.00008539   -1 27 49.7
 KO0456
 KO0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0456!SPC UT C     -   0.99956982  x   0.99992808  =   0.99949793
 KO0456!UTM  12      -   0.99956982  x   1.00008539  =   0.99965517
 KO0456
 KO0456:                Primary Azimuth Mark                     Grid Az
 KO0456:SPC UT C     -  SWASEY PEAK                              230 20 56.8
 KO0456:UTM  12      -  SWASEY PEAK                              230 39 22.5
 KO0456
 KO0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ0145263183(NAD 83)
 KO0456
 KO0456|---------------------------------------------------------------------|
 KO0456| PID    Reference Object                     Distance      Geod. Az  |
 KO0456|                                                           dddmmss.s |
 KO0456| KO0457 SWASEY PEAK                         APPROX. 1.2 KM 2291132.8 |
 KO0456|---------------------------------------------------------------------|
 KO0456
 KO0456                          SUPERSEDED SURVEY CONTROL
 KO0456
 KO0456  NAD 83(1986)-  39 23 43.15778(N)    113 18 20.43950(W) AD(       ) 3
 KO0456  NAD 27      -  39 23 43.33807(N)    113 18 17.54149(W) AD(       ) 3
 KO0456  NGVD 29 (07/19/86) 2761.2    (m)         9059.     (f) VERT ANG       
 KO0456
 KO0456.Superseded values are not recommended for survey control.
 KO0456
 KO0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0456.See file dsdata.pdf to determine how the superseded data were derived.
 KO0456
 KO0456_MARKER: DD = SURVEY DISK
 KO0456_SETTING: 66 = SET IN ROCK OUTCROP
 KO0456_STAMPING: SWASEY 1952
 KO0456_MARK LOGO: USGS
 KO0456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0456+STABILITY: POSITION/ELEVATION WELL
 KO0456
 KO0456  HISTORY     - Date     Condition        Report By
 KO0456  HISTORY     - 1952     MONUMENTED       USGS
 KO0456
 KO0456                          STATION DESCRIPTION
 KO0456
 KO0456'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 KO0456'LOCATED ABOUT 41.0 MI. SE. OF CALLAO, 35.0 MI. W. OF DELTA, 19.0 MI.
 KO0456'SW. OF JOY, 3.0 MI. W. OF SWASEY SPRINGS, ON LOWEST N. TOP OF SWASEY
 KO0456'MOUNTAIN.
 KO0456'
 KO0456'TO REACH FROM SWASEY WATERING TROUGH BY SWASEY SPRINGS, DRIVE SW. FOR
 KO0456'1.9 MI. ON ROUGH RD. (4-WHEEL DRIVE), PACK SW. 0.5 MI. UP DRAIN TO
 KO0456'LARGE DRAIN ON RIGHT, GO UP DRAIN TO RIDGE, THENCE N. ON RIDGE TO TOP
 KO0456'AND STATION.  ABOUT 2-1/2 HOUR PACK.
 KO0456'
 KO0456'STATION MARK--STANDARD TABLET, STAMPED ---SWASEY 1952---, CEMENTED
 KO0456'IN OUTCROP UNDER 4.6 FT. CAIRN.
 KO0456'
 KO0456'REFERENCE MARK NO. 1--STANDARD TABLET, STAMPED ---NO 1---.
 KO0456'
 KO0456'REFERENCE MARK NO. 2--CENTER OF STEEL BOLT, WEDGED IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0457 ***********************************************************************
 KO0457  DESIGNATION -  SWASEY PEAK
 KO0457  PID         -  KO0457
 KO0457  STATE/COUNTY-  UT/MILLARD
 KO0457  COUNTRY     -  US
 KO0457  USGS QUAD   -  SWASEY PEAK (2017)
 KO0457
 KO0457                         *CURRENT SURVEY CONTROL
 KO0457  ______________________________________________________________________
 KO0457* NAD 83(1994) POSITION- 39 23 17.40599(N) 113 18 58.88413(W)   ADJUSTED
 KO0457* NAVD 88 ORTHO HEIGHT -  2948.4   (meters)     9673.    (feet) VERTCON3
 KO0457  ______________________________________________________________________
 KO0457  GEOID HEIGHT    -        -19.416 (meters)                     GEOID18
 KO0457  LAPLACE CORR    -          8.06  (seconds)                    DEFLEC18
 KO0457  HORZ ORDER      -  THIRD
 KO0457
 KO0457.The horizontal coordinates were established by classical geodetic methods
 KO0457.and adjusted by the National Geodetic Survey in November 1997.
 KO0457
 KO0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0457
 KO0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0457.GEOID18 height accuracy estimate available here.
 KO0457
 KO0457.Click photographs - Photos may exist for this station.
 KO0457
 KO0457.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0457
 KO0457. The following values were computed from the NAD 83(1994) position.
 KO0457
 KO0457;                    North         East     Units Scale Factor Converg.
 KO0457;SPC UT C     - 2,118,695.461   343,540.741   MT  0.99992904   -1 09 48.7
 KO0457;SPC UT C     - 6,951,086.69  1,127,099.91   sFT  0.99992904   -1 09 48.7
 KO0457;UTM  12      - 4,362,413.123   300,512.462   MT  1.00009000   -1 28 13.4
 KO0457
 KO0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0457!SPC UT C     -   0.99954068  x   0.99992904  =   0.99946975
 KO0457!UTM  12      -   0.99954068  x   1.00009000  =   0.99963064
 KO0457
 KO0457:                Primary Azimuth Mark                     Grid Az
 KO0457:SPC UT C     -  SWASEY                                   050 20 57.1
 KO0457:UTM  12      -  SWASEY                                   050 39 21.8
 KO0457
 KO0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ0051262413(NAD 83)
 KO0457
 KO0457|---------------------------------------------------------------------|
 KO0457| PID    Reference Object                     Distance      Geod. Az  |
 KO0457|                                                           dddmmss.s |
 KO0457| KO0456 SWASEY                              APPROX. 1.2 KM 0491108.4 |
 KO0457|---------------------------------------------------------------------|
 KO0457
 KO0457                          SUPERSEDED SURVEY CONTROL
 KO0457
 KO0457  NAD 83(1986)-  39 23 17.40120(N)    113 18 58.88054(W) AD(       ) 3
 KO0457  NAD 27      -  39 23 17.58433(N)    113 18 55.97743(W) AD(       ) 3
 KO0457  NGVD 29 (07/19/86) 2947.1    (m)         9669.     (f) VERT ANG       
 KO0457
 KO0457.Superseded values are not recommended for survey control.
 KO0457
 KO0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0457.See file dsdata.pdf to determine how the superseded data were derived.
 KO0457
 KO0457_MARKER: DB = BENCH MARK DISK
 KO0457_SETTING: 66 = SET IN ROCK OUTCROP
 KO0457_STAMPING: SWASEY PEAK 1958
 KO0457_MARK LOGO: USGS
 KO0457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0457+STABILITY: POSITION/ELEVATION WELL
 KO0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0457+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2022
 KO0457
 KO0457  HISTORY     - Date     Condition        Report By
 KO0457  HISTORY     - 1958     MONUMENTED       USGS
 KO0457  HISTORY     - 1972     GOOD             USGS
 KO0457  HISTORY     - 20200606 GOOD             INDIV
 KO0457  HISTORY     - 20220710 GOOD             PEAKBG
 KO0457
 KO0457                          STATION DESCRIPTION
 KO0457
 KO0457'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 KO0457'LOCATED ABOUT 40.0 MI. NE. OF BAKER, NEVADA, 30.0 MI. NW. OF DELTA,
 KO0457'UTAH, 3.0 MI. NW. OF ANTELOPE SPRING, ON THE HIGHEST PEAK OF THREE
 KO0457'PEAKS KNOWN LOCALLY AS SWASEY PEAK, 2.0 FT. LOWER THAN HIGHEST POINT
 KO0457'OF TOP.
 KO0457'
 KO0457'TO REACH FROM HINCKLEY POST OFFICE, DRIVE N. FOR 0.3 MI. TO U.S.
 KO0457'HIGHWAY 6, TURN LEFT AND FOLLOW U.S. HIGHWAY 6 FOR 4.4 MI. TO RD.
 KO0457'FORKS, TURN RIGHT ON GRADED RD. (OLD U.S. HIGHWAY 6) AND FOLLOW W.
 KO0457'FOR 24.7 MI. TO RD. FORKS, TAKE RIGHT FORK AND FOLLOW GRADED RD. 4.6
 KO0457'MI. TO RD. FORKS AND SMALL RESERVOIR ON LEFT, TAKE RD. STRAIGHT AHEAD
 KO0457'4.9 MI. TO ABANDONED C. C. CAMP AT ANTELOPE SPRING AND RD. FORKS, TAKE
 KO0457'LEFT FORK 1.3 MI. TO SPRING AND WATER TROUGH ON LEFT, CONTINUE ON RD.
 KO0457'0.3 MI. TO TOP OF GRADE AND END OF TRUCK TRAVEL.  PACK NE. UP STEEP
 KO0457'SLOPE TO TOP OF PEAK AND STATION.  ABOUT 2-1/2 HOUR PACK.
 KO0457'
 KO0457'STATION MARK--STANDARD TABLET, STAMPED ---SWASEY PEAK 1958---,
 KO0457'CEMENTED IN DRILL HOLE IN ROCK LEVEL WITH GROUND.
 KO0457'
 KO0457'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, CEMENTED IN DRILL HOLE
 KO0457'IN ROCK.
 KO0457'
 KO0457'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, CEMENTED IN DRILL HOLE
 KO0457'IN ROCK.
 KO0457'
 KO0457'THERE IS AN OLD CIARN 26.17 FT. FROM STATION MARK,
 KO0457'S 29 DEG 49 MIN E.  TOP OF FLAG IN OLD CAIRN IS 10.7
 KO0457'FT.
 KO0457
 KO0457                          STATION RECOVERY (1972)
 KO0457
 KO0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KO0457'STATION MARK FOUND IN GOOD CONDITION.  RMS NOT SEARCHED FOR BECAUSE OF
 KO0457'SNOW.
 KO0457
 KO0457                          STATION RECOVERY (2020)
 KO0457
 KO0457'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (TWG)
 KO0457'TO REACH FROM US 6 IN MILLARD COUNTY UTAH, TURN NORTH ONTO A WELL
 KO0457'MAINTAINED DIRT ROAD AT VIRTUAL MILE MARKER 56.5.  FOLLOW SIGNS TO
 KO0457'U-DIG FOSSILS APPROXIMATELY 20 MI (32.2 KM).  PASS THE U-DIG SITE ON
 KO0457'THE WEST SIDE AND TAKE ROAD SIGNED 'SINBAD 4'.  FOLLOW THIS ROAD FOR
 KO0457'4.4 MI (7.1 KM) AND END OF VEHICLE TRAVEL.  FROM HERE HIKE NORTHEAST
 KO0457'AND PASS THE LARGE CLIFF WALL ON THE NORTH SIDE.  FROM HERE FOLLOW THE
 KO0457'RIDGE TO THE STATION AND SUMMIT, ABOUT 1.5 MI (2.4 KM).
 KO0457'
 KO0457'ONE REFERENCE MARK IS 5 PACES EAST-NORTHEAST OF THE STATION, THE OTHER
 KO0457'IS 13 PACES SOUTH-SOUTHEAST OF THE STATION.
 KO0457
 KO0457                          STATION RECOVERY (2022)
 KO0457
 KO0457'RECOVERY NOTE BY PEAK BAGGER 2022 (RW)
 KO0457'GOOD CONDITION AND SECURE, NOT MOVABLE.  A BENCH MARK USED AS A
 KO0457'TRIANGULATION STATION, ELEVATION FIGURE 9678 HAS BEEN INSCRIBED BY
 KO0457'HAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0508 ***********************************************************************
 JO0508  DESIGNATION -  SWAY
 JO0508  PID         -  JO0508
 JO0508  STATE/COUNTY-  UT/BEAVER
 JO0508  COUNTRY     -  US
 JO0508  USGS QUAD   -  BLACK RIDGE (2017)
 JO0508
 JO0508                         *CURRENT SURVEY CONTROL
 JO0508  ______________________________________________________________________
 JO0508* NAD 83(1994) POSITION- 38 22 05.63593(N) 112 33 10.52577(W)   ADJUSTED
 JO0508* NAVD 88 ORTHO HEIGHT -  2399.0   (meters)     7871.    (feet) VERTCON3
 JO0508  ______________________________________________________________________
 JO0508  GEOID HEIGHT    -        -19.669 (meters)                     GEOID18
 JO0508  LAPLACE CORR    -         12.91  (seconds)                    DEFLEC18
 JO0508  HORZ ORDER      -  THIRD
 JO0508
 JO0508.The horizontal coordinates were established by classical geodetic methods
 JO0508.and adjusted by the National Geodetic Survey in November 1997.
 JO0508
 JO0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0508
 JO0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0508.GEOID18 height accuracy estimate available here.
 JO0508
 JO0508.Click photographs - Photos may exist for this station.
 JO0508
 JO0508.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0508
 JO0508. The following values were computed from the NAD 83(1994) position.
 JO0508
 JO0508;                    North         East     Units Scale Factor Converg.
 JO0508;SPC UT S     - 3,189,370.054   407,985.104   MT  1.00000319   -0 38 42.4
 JO0508;SPC UT S     -10,463,791.59  1,338,531.13   sFT  1.00000319   -0 38 42.4
 JO0508;UTM  12      - 4,247,813.748   364,338.159   MT  0.99982665   -0 57 50.6
 JO0508
 JO0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0508!SPC UT S     -   0.99962681  x   1.00000319  =   0.99963000
 JO0508!UTM  12      -   0.99962681  x   0.99982665  =   0.99945352
 JO0508
 JO0508:                Primary Azimuth Mark                     Grid Az
 JO0508:SPC UT S     -  BEAVER COURTHOUSE CLOCK TOWER            216 39 43.3
 JO0508:UTM  12      -  BEAVER COURTHOUSE CLOCK TOWER            216 58 51.5
 JO0508
 JO0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH6433847813(NAD 83)
 JO0508
 JO0508|---------------------------------------------------------------------|
 JO0508| PID    Reference Object                     Distance      Geod. Az  |
 JO0508|                                                           dddmmss.s |
 JO0508| JO0512 BEAVER COURTHOUSE CLOCK TOWER       APPROX.12.9 KM 2160100.9 |
 JO0508|---------------------------------------------------------------------|
 JO0508
 JO0508                          SUPERSEDED SURVEY CONTROL
 JO0508
 JO0508  NAD 83(1986)-  38 22 05.63136(N)    112 33 10.52264(W) AD(       ) 3
 JO0508  NAD 27      -  38 22 05.73836(N)    112 33 07.74516(W) AD(       ) 3
 JO0508  NGVD 29 (07/19/86) 2397.6    (m)         7866.     (f) VERT ANG       
 JO0508
 JO0508.Superseded values are not recommended for survey control.
 JO0508
 JO0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0508.See file dsdata.pdf to determine how the superseded data were derived.
 JO0508
 JO0508_MARKER: DR = REFERENCE MARK DISK
 JO0508_SETTING: 66 = SET IN ROCK OUTCROP
 JO0508_STAMPING: SWAY 1954
 JO0508_MARK LOGO: USGS
 JO0508_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0508+STABILITY: POSITION/ELEVATION WELL
 JO0508
 JO0508  HISTORY     - Date     Condition        Report By
 JO0508  HISTORY     - 1954     MONUMENTED       USGS
 JO0508
 JO0508                          STATION DESCRIPTION
 JO0508
 JO0508'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JO0508'LOCATED ABOUT 8 MI. NE. OF BEAVER, ABOUT 4.5 MI. E. OF MANDERFIELD,
 JO0508'ON SMALL KNOB 2.5 MI. S. ON RIDGE FROM POLE MTN.  STATION IS NOT ON
 JO0508'A PROMINENT PEAK.
 JO0508'
 JO0508'TO REACH FROM JUNCTION OF U.S. HIGHWAY 91 AND PUFFER LAKE ROAD, GO E.
 JO0508'AS TO PUFFER LAKE 1.1 MI., TURN LEFT ON TO WELL TRAVELED RD., GO 3.1
 JO0508'MI. TO END OF PAVEMENT, CONTINUE 2.4 MI. TO FORKS, TAKE LEFT FORK GO
 JO0508'0.6 MI. TO FORK, TAKE LEFT FORK 0.05 MI. TO FORK, TAKE RIGHT FORK 0.05
 JO0508'MI. TO GATE, PASS THROUGH GATE GO 0.2 MI. TO FORK, TAKE LEFT FORK 0.6
 JO0508'MI. TO DIM FORK, TAKE RIGHT FORK GO 0.5 MI. TO MINE AND END TRUCK
 JO0508'TRAVEL.  HIKE UP RIDGE TO E., THENCE N. TO SMALL TOP JUST S. OF SECOND
 JO0508'SPUR RIDGE FROM E.  ABOUT 45 MINUTE PACK.
 JO0508'
 JO0508'STATION MARK--STANDARD REFERENCE TABLET, WITH TRIANGLE AND DOT CUT IN
 JO0508'CENTER, AND STAMPED ---SWAY 1954---, SET IN BEDROCK ABOUT 0.3 FT.
 JO0508'ABOVE GROUND.
 JO0508'
 JO0508'REFERENCE MARK NO. 1--STANDARD RM TABLET, STAMPED ---NO 1 1954---,
 JO0508'SET IN BOULDER, 9.43 FT. FROM STATION PROTRUDING ABOUT 2 FT. ABOVE
 JO0508'GROUND, N 65 DEG 36 MIN E.
 JO0508'
 JO0508'REFERENCE MARK NO. 2--STANDARD RM TABLET, STAMPED ---NO 2 1954---,
 JO0508'SET IN BOULDER, 12.14 FT. FROM STATION PROTRUDING ABOUT 2 FT. ABOVE
 JO0508'GROUND, N 00 DEG 38 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0494 ***********************************************************************
 KN0494  DESIGNATION -  SWAZY
 KN0494  PID         -  KN0494
 KN0494  STATE/COUNTY-  UT/EMERY
 KN0494  COUNTRY     -  US
 KN0494  USGS QUAD   -  SIDS MOUNTAIN (2017)
 KN0494
 KN0494                         *CURRENT SURVEY CONTROL
 KN0494  ______________________________________________________________________
 KN0494* NAD 83(1994) POSITION- 39 02 27.92544(N) 110 46 41.76995(W)   ADJUSTED
 KN0494* NAVD 88 ORTHO HEIGHT -  2015.9   (meters)     6614.    (feet) VERTCON3
 KN0494  ______________________________________________________________________
 KN0494  GEOID HEIGHT    -        -18.236 (meters)                     GEOID18
 KN0494  LAPLACE CORR    -         -5.64  (seconds)                    DEFLEC18
 KN0494  HORZ ORDER      -  THIRD
 KN0494
 KN0494.The horizontal coordinates were established by classical geodetic methods
 KN0494.and adjusted by the National Geodetic Survey in November 1997.
 KN0494
 KN0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0494
 KN0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0494.GEOID18 height accuracy estimate available here.
 KN0494
 KN0494.Click photographs - Photos may exist for this station.
 KN0494
 KN0494.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0494
 KN0494. The following values were computed from the NAD 83(1994) position.
 KN0494
 KN0494;                    North         East     Units Scale Factor Converg.
 KN0494;SPC UT C     - 2,078,828.025   562,483.697   MT  0.99999406   +0 27 44.4
 KN0494;SPC UT C     - 6,820,288.28  1,845,415.26   sFT  0.99999406   +0 27 44.4
 KN0494;UTM  12      - 4,321,359.832   519,188.939   MT  0.99960453   +0 08 22.8
 KN0494
 KN0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0494!SPC UT C     -   0.99968667  x   0.99999406  =   0.99968073
 KN0494!UTM  12      -   0.99968667  x   0.99960453  =   0.99929132
 KN0494
 KN0494:                Primary Azimuth Mark                     Grid Az
 KN0494:SPC UT C     -  PINNACLE                                 151 32 38.7
 KN0494:UTM  12      -  PINNACLE                                 151 52 00.3
 KN0494
 KN0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ1918821359(NAD 83)
 KN0494
 KN0494|---------------------------------------------------------------------|
 KN0494| PID    Reference Object                     Distance      Geod. Az  |
 KN0494|                                                           dddmmss.s |
 KN0494| JN0474 PINNACLE                            APPROX. 8.4 KM 1520023.1 |
 KN0494|---------------------------------------------------------------------|
 KN0494
 KN0494                          SUPERSEDED SURVEY CONTROL
 KN0494
 KN0494  NAD 83(1986)-  39 02 27.91554(N)    110 46 41.76381(W) AD(       ) 3
 KN0494  NAD 27      -  39 02 28.00433(N)    110 46 39.17611(W) AD(       ) 3
 KN0494  NGVD 29 (07/19/86) 2014.8    (m)         6610.     (f) VERT ANG       
 KN0494
 KN0494.Superseded values are not recommended for survey control.
 KN0494
 KN0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0494.See file dsdata.pdf to determine how the superseded data were derived.
 KN0494
 KN0494_MARKER: DD = SURVEY DISK
 KN0494_SETTING: 0 = UNSPECIFIED SETTING
 KN0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0494
 KN0494  HISTORY     - Date     Condition        Report By
 KN0494  HISTORY     - 1952     MONUMENTED       USGS
 KN0494
 KN0494                          STATION DESCRIPTION
 KN0494
 KN0494'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 KN0494'LOCATED ABOUT 18.0 MI. E. AND SLIGHTLY  S. OF FERRON, 3 MI. SE. OF
 KN0494'JUNCTION OF N. SALT WASH AND SAN RAFAEL RIVER AND 2.5 MI. E. OF SADDLE
 KN0494'HORSE CANYON, ON S. END AND HIGHEST PART OF SMALL TIMBERED TOP.
 KN0494'
 KN0494'STATION REACHED BY HELICOPTER.
 KN0494'
 KN0494'STATION MARK - STANDARD TABLET STAMPED --- SWAZY 1952 --- BRAZED TO A
 KN0494'2 IN. PIPE PROJECTING 0.9 FT. ABOVE GROUND.
 KN0494'
 KN0494'REFERENCE MARK NO.1- STANDARD REFERENCE MARK TABLET STAMPED ---
 KN0494'---NO.1 1952--- BRAZED TO 2 IN. PIPE PROJECTING 0.4 FT. ABOVE GROUND,
 KN0494'39.86 FT. FROM STATION MARK, S 31 DEGREES 45 MINUTES W.
 KN0494'
 KN0494'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED
 KN0494'---NO.2 1952--- BRAZED TO A 2 IN. PIPE  PROJECTING 1.2 FT. ABOVE
 KN0494'GROUND, 68.40 FT. FROM STATION MARK, N 77 DEG 19 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0422 ***********************************************************************
 JN0422  DESIGNATION -  SWELL
 JN0422  PID         -  JN0422
 JN0422  STATE/COUNTY-  UT/EMERY
 JN0422  COUNTRY     -  US
 JN0422  USGS QUAD   -  CROWS NEST SPRING (2017)
 JN0422
 JN0422                         *CURRENT SURVEY CONTROL
 JN0422  ______________________________________________________________________
 JN0422* NAD 83(1994) POSITION- 38 44 53.72495(N) 110 27 09.95544(W)   ADJUSTED
 JN0422* NAVD 88 ORTHO HEIGHT -  1438.    (meters)     4718.    (feet) SCALED
 JN0422  ______________________________________________________________________
 JN0422  GEOID HEIGHT    -        -19.675 (meters)                     GEOID18
 JN0422  LAPLACE CORR    -         -7.53  (seconds)                    DEFLEC18
 JN0422  HORZ ORDER      -  SECOND
 JN0422
 JN0422.The horizontal coordinates were established by classical geodetic methods
 JN0422.and adjusted by the National Geodetic Survey in November 1997.
 JN0422
 JN0422.The orthometric height was scaled from a topographic map.
 JN0422
 JN0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0422.GEOID18 height accuracy estimate available here.
 JN0422
 JN0422.Click photographs - Photos may exist for this station.
 JN0422
 JN0422.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0422
 JN0422. The following values were computed from the NAD 83(1994) position.
 JN0422
 JN0422;                    North         East     Units Scale Factor Converg.
 JN0422;SPC UT C     - 2,046,599.373   591,043.686   MT  1.00007704   +0 40 15.0
 JN0422;SPC UT C     - 6,714,551.44  1,939,115.83   sFT  1.00007704   +0 40 15.0
 JN0422;UTM  12      - 4,288,983.128   547,553.617   MT  0.99962785   +0 20 33.1
 JN0422
 JN0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0422!SPC UT C     -   0.99977752  x   1.00007704  =   0.99985454
 JN0422!UTM  12      -   0.99977752  x   0.99962785  =   0.99940545
 JN0422
 JN0422:                Primary Azimuth Mark                     Grid Az
 JN0422:SPC UT C     -  ERNIE                                    283 39 32.1
 JN0422:UTM  12      -  ERNIE                                    283 59 14.0
 JN0422
 JN0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH4755388983(NAD 83)
 JN0422
 JN0422|---------------------------------------------------------------------|
 JN0422| PID    Reference Object                     Distance      Geod. Az  |
 JN0422|                                                           dddmmss.s |
 JN0422| CM7191 SWELL RM 1                           11.992 METERS 19527     |
 JN0422| CM7190 SWELL AZ MK                                        2565710.3 |
 JN0422| CM7192 SWELL RM 2                            9.912 METERS 27946     |
 JN0422| JN0470 ERNIE                               APPROX. 8.3 KM 2841947.1 |
 JN0422|---------------------------------------------------------------------|
 JN0422
 JN0422                          SUPERSEDED SURVEY CONTROL
 JN0422
 JN0422  NAD 83(1986)-  38 44 53.71431(N)    110 27 09.95117(W) AD(       ) 2
 JN0422  NAD 27      -  38 44 53.80600(N)    110 27 07.39600(W) AD(       ) 2
 JN0422
 JN0422.Superseded values are not recommended for survey control.
 JN0422
 JN0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0422.See file dsdata.pdf to determine how the superseded data were derived.
 JN0422
 JN0422_MARKER: DS = TRIANGULATION STATION DISK
 JN0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0422+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2009
 JN0422
 JN0422  HISTORY     - Date     Condition        Report By
 JN0422  HISTORY     - 1937     MONUMENTED       CGS
 JN0422  HISTORY     - 1952     GOOD             USGS
 JN0422  HISTORY     - 1970     GOOD             USAF
 JN0422  HISTORY     - 20091228 GOOD             GEOCAC
 JN0422
 JN0422                          STATION DESCRIPTION
 JN0422
 JN0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JN0422'THIS STATION IS LOCATED ABOUT 23.5 MILES AIRLINE SW OF GREEN
 JN0422'RIVER, UTAH, AND ABOUT 0.8 MILES EASTWARD OF HANKSVILLE-GREEN
 JN0422'RIVER ROAD, ON THE N SLOPE OF A SANDY RIDGE ON THE S SIDE
 JN0422'OF IRON WASH, ON A PRONG OF THE RIDGE MAKING OUT TO THE NE.
 JN0422'
 JN0422'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JN0422'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 JN0422'
 JN0422'AZIMUTH MARK IS 8 FEET W OF CENTER LINE OF HANKSVILLE ROAD
 JN0422'AT CREST.
 JN0422'
 JN0422'TO REACH FROM GREEN RIVER, GO E AND S ON U.S. HIGHWAY 50
 JN0422'FOR 0.2 MILE TO TURN E AT A TEXACO FILLING STATION.  HERE
 JN0422'CONTINUE STRAIGHT AHEAD ON A DIRT ROAD FOR 0.2 MILE TO A
 JN0422'T-ROAD RIGHT CROSSING RAILROAD.  TURN RIGHT AND GO 0.1 MILE
 JN0422'TO A THREE PRONG FORK AT S SIDE OF A WASH.  TAKE EXTREME
 JN0422'RIGHT FORK (HANKSVILLE ROAD) WHICH PARALLELS THE WASH AND
 JN0422'GO 25.8 MILES OR 12.15 MILES S OF SAN RAFAEL RIVER BRIDGE
 JN0422'AND 2.5 MILES S OF IRON WASH, WHICH IS A VERY WIDE AND USUALLY
 JN0422'DRY WASH.  HERE LEAVE ROAD UPON REACHING CREST OF RIDGE
 JN0422'TURN LEFT AND DRIVE CROSS COUNTRY ALONG N EDGE OF FLAT RIDGE
 JN0422'0.8 MILE TO STATION.
 JN0422
 JN0422                          STATION RECOVERY (1952)
 JN0422
 JN0422'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 JN0422'STATION FOUND AS DESCRIBED, ALL MARKS FOUND IN GOOD CONDITION.
 JN0422
 JN0422                          STATION RECOVERY (1970)
 JN0422
 JN0422'RECOVERY NOTE BY US AIR FORCE 1970
 JN0422'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 JN0422'CONDITION AS DESCRIBED.
 JN0422'
 JN0422'THE AZIMUTH MARK WAS FOUND DESTROYED.
 JN0422'
 JN0422'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 JN0422'
 JN0422'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY AND
 JN0422'U.S. HIGHWAYS 6 AND 50 IN GREEN RIVER, UTAH, GO WEST ON U.S.
 JN0422'HIGHWAYS 6 AND 50 FOR 4.4 MILES TO ITS INTERSECTION WITH
 JN0422'STATE HIGHWAY 24.  TURN LEFT (SOUTH) ON HIGHWAY 24 FOR
 JN0422'18.5 MILES TO IRON WASH.  CONTINUE ON HIGHWAY 24 FOR 2.4 MILES
 JN0422'TO THE TOP OF A HILL AND A DIRT ROAD LEFT.  TURN LEFT (EAST)
 JN0422'ON THE DIRT ROAD FOR 0.1 MILE TO A DIRT ROAD (THE OLD
 JN0422'HANKSVILLE ROAD).  TURN LEFT (NORTH) FOR 0.1 MILE TO THE
 JN0422'DESTROYED AZIMUTH MARK, AND A TRACK ROAD RIGHT.  TURN RIGHT
 JN0422'(EASTERLY) ON THE TRACK ROAD (SANDY SOIL), AND GO 0.6 MILE TO
 JN0422'THE STATION AS DESCRIBED.
 JN0422'
 JN0422'NOTE--IT IS ADVISABLE TO USE A 4-WHEEL-DRIVE VEHICLE.  CONSTRUCTION
 JN0422'OF INTERSTATE 70 TO THE SOUTH OF U.S. HIGHWAYS 6 AND 50 MAY
 JN0422'CHANGE THE ROUTE DESCRIPTION.
 JN0422
 JN0422                          STATION RECOVERY (2009)
 JN0422
 JN0422'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JN0422'HH2  384453.7 1102710
 JN0422'RM 1 AND 2 FOUND.  AZ TAKEN OUT YEARS AGO BY ROAD IMPROVEMENTS.
 JN0422'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY AND OLD U.S.
 JN0422'HIGHWAYS 6 AND 50 IN GREEN RIVER, UTAH, GO WEST ON OLD U.S. HIGHWAYS 6
 JN0422'AND 50 FOR 1.31 MILES TO ITS INTERSECTION WITH I 70. TURN RIGHT AND
 JN0422'CONTINUE ON I 70 W FOR 10.9 MILES TO EXIT 147 AND GO SOUTH ON STATE
 JN0422'HIGHWAY 24 FOR 14.52 MILES TO THE TOP OF A HILL AND A DIRT ROAD LEFT.
 JN0422'
 JN0422'TURN LEFT (EAST)ON THE DIRT ROAD FOR ABOUT 0.6 MILE THEN PACK NORTH
 JN0422'ABOUT 0.4 MILE THE STATION AS DESCRIBED.
 JN0422'NOTE--SOME OF THE TRACK ROADS SHOWN ON EXISTING MAPS ARE NO LONGER
 JN0422'LEGAL FOR VEHICLES.
 JN0422'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0347 ***********************************************************************
 MS0347  DESIGNATION -  T 10
 MS0347  PID         -  MS0347
 MS0347  STATE/COUNTY-  UT/BOX ELDER
 MS0347  COUNTRY     -  US
 MS0347  USGS QUAD   -  BOVINE (2017)
 MS0347
 MS0347                         *CURRENT SURVEY CONTROL
 MS0347  ______________________________________________________________________
 MS0347* NAD 83(1986) POSITION- 41 26 00.     (N) 113 41 50.     (W)   SCALED
 MS0347* NAVD 88 ORTHO HEIGHT -  1326.754 (meters)     4352.86  (feet) ADJUSTED
 MS0347  ______________________________________________________________________
 MS0347  GEOID HEIGHT    -        -16.534 (meters)                     GEOID18
 MS0347  DYNAMIC HEIGHT  -       1325.825 (meters)     4349.81  (feet) COMP
 MS0347  MODELED GRAVITY -    979,876.8   (mgal)                       NAVD 88
 MS0347
 MS0347  VERT ORDER      -  FIRST     CLASS II
 MS0347
 MS0347.The horizontal coordinates were scaled from a map and have
 MS0347.an estimated accuracy of +/- 6 seconds.
 MS0347
 MS0347.The orthometric height was determined by differential leveling and
 MS0347.adjusted by the NATIONAL GEODETIC SURVEY
 MS0347.in June 1991.
 MS0347
 MS0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0347.GEOID18 height accuracy estimate available here.
 MS0347
 MS0347.Click photographs - Photos may exist for this station.
 MS0347
 MS0347.The dynamic height is computed by dividing the NAVD 88
 MS0347.geopotential number by the normal gravity value computed on the
 MS0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0347.degrees latitude (g = 980.6199 gals.).
 MS0347
 MS0347.The modeled gravity was interpolated from observed gravity values.
 MS0347
 MS0347;                    North         East    Units  Estimated Accuracy
 MS0347;SPC UT N     - 1,124,480.      316,380.      MT  (+/- 180 meters Scaled)
 MS0347
 MS0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL746903(NAD 83)
 MS0347
 MS0347                          SUPERSEDED SURVEY CONTROL
 MS0347
 MS0347  NGVD 29 (??/??/92) 1325.725  (m)         4349.48   (f) ADJ UNCH    1 2
 MS0347
 MS0347.Superseded values are not recommended for survey control.
 MS0347
 MS0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0347.See file dsdata.pdf to determine how the superseded data were derived.
 MS0347
 MS0347_MARKER: P = PIPE CAP
 MS0347_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MS0347_STAMPING: T 10 ELEV. 4349.483 FT.
 MS0347_MARK LOGO: CGS
 MS0347_MAGNETIC: P = MARKER IS A STEEL PIPE
 MS0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0347
 MS0347  HISTORY     - Date     Condition        Report By
 MS0347  HISTORY     - 1911     MONUMENTED       CGS
 MS0347  HISTORY     - 1953     GOOD             CGS
 MS0347
 MS0347                          STATION DESCRIPTION
 MS0347
 MS0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0347'8.2 MI SW FROM WATERCRESS.
 MS0347'8.2 MILES SOUTHWEST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0347'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0347'WATERCRESS, 0.5 MILE (22 POLES) NORTHEAST OF MILEPOLE 691, AT THE
 MS0347'ABANDONED BOVINE SIDING, 278 FEET WEST OF AND ACROSS THE ROAD FROM A
 MS0347'3-FOOT-HIGH PILE OF ROCK, 1-1/4 POLES SOUTHWEST OF TELEPHONE POLE 62B,
 MS0347'48 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 28 FEET SOUTHWEST OF
 MS0347'A TELEPHONE POLE MARKED BY THE WHITE PAINTED LETTERS BM, 1.5 FEET
 MS0347'SOUTHEAST OF A POINT IN LINE WITH A ROW OF POLES, 2.2 FEET EAST OF A
 MS0347'WITNESS POST, AND SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 MS0347'0.9 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0130 ***********************************************************************
 LO0130  DESIGNATION -  T 100
 LO0130  PID         -  LO0130
 LO0130  STATE/COUNTY-  UT/DUCHESNE
 LO0130  COUNTRY     -  US
 LO0130  USGS QUAD   -  HANNA (2017)
 LO0130
 LO0130                         *CURRENT SURVEY CONTROL
 LO0130  ______________________________________________________________________
 LO0130* NAD 83(1986) POSITION- 40 27 14.     (N) 110 51 42.     (W)   SCALED
 LO0130* NAVD 88 ORTHO HEIGHT -  2171.892 (meters)     7125.62  (feet) ADJUSTED
 LO0130  ______________________________________________________________________
 LO0130  GEOID HEIGHT    -        -14.378 (meters)                     GEOID18
 LO0130  DYNAMIC HEIGHT  -       2169.703 (meters)     7118.43  (feet) COMP
 LO0130  MODELED GRAVITY -    979,539.4   (mgal)                       NAVD 88
 LO0130
 LO0130  VERT ORDER      -  SECOND    CLASS 0
 LO0130
 LO0130.The horizontal coordinates were scaled from a map and have
 LO0130.an estimated accuracy of +/- 6 seconds.
 LO0130
 LO0130.The orthometric height was determined by differential leveling and
 LO0130.adjusted by the NATIONAL GEODETIC SURVEY
 LO0130.in June 1991.
 LO0130
 LO0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0130.GEOID18 height accuracy estimate available here.
 LO0130
 LO0130.Click photographs - Photos may exist for this station.
 LO0130
 LO0130.The dynamic height is computed by dividing the NAVD 88
 LO0130.geopotential number by the normal gravity value computed on the
 LO0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0130.degrees latitude (g = 980.6199 gals.).
 LO0130
 LO0130.The modeled gravity was interpolated from observed gravity values.
 LO0130
 LO0130;                    North         East    Units  Estimated Accuracy
 LO0130;SPC UT C     - 2,235,620.      554,140.      MT  (+/- 180 meters Scaled)
 LO0130
 LO0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK117781(NAD 83)
 LO0130
 LO0130                          SUPERSEDED SURVEY CONTROL
 LO0130
 LO0130  NGVD 29 (??/??/92) 2170.508  (m)         7121.08   (f) ADJ UNCH    2 0
 LO0130
 LO0130.Superseded values are not recommended for survey control.
 LO0130
 LO0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0130.See file dsdata.pdf to determine how the superseded data were derived.
 LO0130
 LO0130_MARKER: DB = BENCH MARK DISK
 LO0130_SETTING: 66 = SET IN ROCK OUTCROP
 LO0130_STAMPING: T 100 1962
 LO0130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0130+STABILITY: POSITION/ELEVATION WELL
 LO0130
 LO0130  HISTORY     - Date     Condition        Report By
 LO0130  HISTORY     - 1962     MONUMENTED       CGS
 LO0130
 LO0130                          STATION DESCRIPTION
 LO0130
 LO0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0130'13.2 MI NW FROM TABIONA.
 LO0130'13.2 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0130'TABIONA, SET VERTICALLY IN THE SOUTH-SOUTHEAST FACE OF A MASSIVE ROCK
 LO0130'CUT, 17 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 LO0130'3 1/2 FEET HIGHER THAN THE HIGHWAY, AND 1.0 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0114 ***********************************************************************
 LO0114  DESIGNATION -  T 101
 LO0114  PID         -  LO0114
 LO0114  STATE/COUNTY-  UT/DUCHESNE
 LO0114  COUNTRY     -  US
 LO0114  USGS QUAD   -  TABIONA (2017)
 LO0114
 LO0114                         *CURRENT SURVEY CONTROL
 LO0114  ______________________________________________________________________
 LO0114* NAD 83(1986) POSITION- 40 21 15.     (N) 110 42 48.     (W)   SCALED
 LO0114* NAVD 88 ORTHO HEIGHT -  1987.736 (meters)     6521.43  (feet) ADJUSTED
 LO0114  ______________________________________________________________________
 LO0114  GEOID HEIGHT    -        -15.493 (meters)                     GEOID18
 LO0114  DYNAMIC HEIGHT  -       1985.744 (meters)     6514.90  (feet) COMP
 LO0114  MODELED GRAVITY -    979,553.0   (mgal)                       NAVD 88
 LO0114
 LO0114  VERT ORDER      -  SECOND    CLASS 0
 LO0114
 LO0114.The horizontal coordinates were scaled from a map and have
 LO0114.an estimated accuracy of +/- 6 seconds.
 LO0114
 LO0114.The orthometric height was determined by differential leveling and
 LO0114.adjusted by the NATIONAL GEODETIC SURVEY
 LO0114.in June 1991.
 LO0114
 LO0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0114.GEOID18 height accuracy estimate available here.
 LO0114
 LO0114.Click photographs - Photos may exist for this station.
 LO0114
 LO0114.The dynamic height is computed by dividing the NAVD 88
 LO0114.geopotential number by the normal gravity value computed on the
 LO0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0114.degrees latitude (g = 980.6199 gals.).
 LO0114
 LO0114.The modeled gravity was interpolated from observed gravity values.
 LO0114
 LO0114;                    North         East    Units  Estimated Accuracy
 LO0114;SPC UT C     - 2,224,650.      566,820.      MT  (+/- 180 meters Scaled)
 LO0114
 LO0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK243671(NAD 83)
 LO0114
 LO0114                          SUPERSEDED SURVEY CONTROL
 LO0114
 LO0114  NGVD 29 (??/??/92) 1986.375  (m)         6516.97   (f) ADJ UNCH    2 0
 LO0114
 LO0114.Superseded values are not recommended for survey control.
 LO0114
 LO0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0114.See file dsdata.pdf to determine how the superseded data were derived.
 LO0114
 LO0114_MARKER: DB = BENCH MARK DISK
 LO0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0114_STAMPING: T 101 1962
 LO0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0114+STABILITY: SURFACE MOTION
 LO0114
 LO0114  HISTORY     - Date     Condition        Report By
 LO0114  HISTORY     - 1962     MONUMENTED       CGS
 LO0114
 LO0114                          STATION DESCRIPTION
 LO0114
 LO0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0114'IN TABIONA.
 LO0114'AT TABIONA, 71 FEET SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM THE
 LO0114'SOUTHWEST CORNER OF THE POST OFFICE BUILDING, 77 FEET EAST OF THE
 LO0114'CENTER LINE OF STATE HIGHWAY 35, 31 FEET SOUTH OF THE CENTER LINE OF A
 LO0114'ROAD, 2.6 FEET WEST OF A POLE, 1.5 FEET NORTH OF A FENCE, 1.8 FEET
 LO0114'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 LO0114'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0245 ***********************************************************************
 LN0245  DESIGNATION -  T 102
 LN0245  PID         -  LN0245
 LN0245  STATE/COUNTY-  UT/DAGGETT
 LN0245  COUNTRY     -  US
 LN0245  USGS QUAD   -  GOSLIN MOUNTAIN (2017)
 LN0245
 LN0245                         *CURRENT SURVEY CONTROL
 LN0245  ______________________________________________________________________
 LN0245* NAD 83(1986) POSITION- 40 58 50.     (N) 109 16 27.     (W)   SCALED
 LN0245* NAVD 88 ORTHO HEIGHT -  2012.312 (meters)     6602.06  (feet) ADJUSTED
 LN0245  ______________________________________________________________________
 LN0245  GEOID HEIGHT    -        -14.099 (meters)                     GEOID18
 LN0245  DYNAMIC HEIGHT  -       2010.511 (meters)     6596.15  (feet) COMP
 LN0245  MODELED GRAVITY -    979,656.5   (mgal)                       NAVD 88
 LN0245
 LN0245  VERT ORDER      -  SECOND    CLASS 0
 LN0245
 LN0245.The horizontal coordinates were scaled from a map and have
 LN0245.an estimated accuracy of +/- 6 seconds.
 LN0245
 LN0245.The orthometric height was determined by differential leveling and
 LN0245.adjusted by the NATIONAL GEODETIC SURVEY
 LN0245.in June 1991.
 LN0245
 LN0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0245.GEOID18 height accuracy estimate available here.
 LN0245
 LN0245.Click photographs - Photos may exist for this station.
 LN0245
 LN0245.The dynamic height is computed by dividing the NAVD 88
 LN0245.geopotential number by the normal gravity value computed on the
 LN0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0245.degrees latitude (g = 980.6199 gals.).
 LN0245
 LN0245.The modeled gravity was interpolated from observed gravity values.
 LN0245
 LN0245;                    North         East    Units  Estimated Accuracy
 LN0245;SPC UT N     - 1,074,270.      687,300.      MT  (+/- 180 meters Scaled)
 LN0245
 LN0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL451380(NAD 83)
 LN0245
 LN0245                          SUPERSEDED SURVEY CONTROL
 LN0245
 LN0245  NGVD 29 (??/??/92) 2011.045  (m)         6597.90   (f) ADJ UNCH    2 0
 LN0245
 LN0245.Superseded values are not recommended for survey control.
 LN0245
 LN0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0245.See file dsdata.pdf to determine how the superseded data were derived.
 LN0245
 LN0245_MARKER: DB = BENCH MARK DISK
 LN0245_SETTING: 80 = SET IN A BOULDER
 LN0245_STAMPING: T 102 1962
 LN0245_MARK LOGO: CGS
 LN0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0245+STABILITY: SURFACE MOTION
 LN0245
 LN0245  HISTORY     - Date     Condition        Report By
 LN0245  HISTORY     - 1962     MONUMENTED       CGS
 LN0245
 LN0245                          STATION DESCRIPTION
 LN0245
 LN0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0245'22.95 MI E FROM LINWOOD.
 LN0245'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0245'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 17.95 MILES
 LN0245'EAST ALONG CLAY BASIN ROAD, 0.05 MILE WEST OF A CATTLEGUARD, IN THE
 LN0245'TOP OF A 4- BY 4-FOOT BOULDER WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE
 LN0245'THE GROUND, 29 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.8 FEET
 LN0245'EAST OF A WITNESS POST, ABOUT 5 FEET HIGHER THAN THE ROAD, AND 1.8
 LN0245'FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0050 ***********************************************************************
 LO0050  DESIGNATION -  T 103
 LO0050  PID         -  LO0050
 LO0050  STATE/COUNTY-  UT/DUCHESNE
 LO0050  COUNTRY     -  US
 LO0050  USGS QUAD   -  DUCHESNE (2017)
 LO0050
 LO0050                         *CURRENT SURVEY CONTROL
 LO0050  ______________________________________________________________________
 LO0050* NAD 83(1986) POSITION- 40 13 12.1    (N) 110 23 18.4    (W)   HD_HELD2
 LO0050* NAVD 88 ORTHO HEIGHT -  1794.629 (meters)     5887.88  (feet) ADJUSTED
 LO0050  ______________________________________________________________________
 LO0050  GEOID HEIGHT    -        -17.053 (meters)                     GEOID18
 LO0050  DYNAMIC HEIGHT  -       1792.873 (meters)     5882.12  (feet) COMP
 LO0050  MODELED GRAVITY -    979,584.3   (mgal)                       NAVD 88
 LO0050
 LO0050  VERT ORDER      -  SECOND    CLASS 0
 LO0050
 LO0050.The horizontal coordinates were established by autonomous hand held GPS
 LO0050.observations and have an estimated accuracy of +/- 10 meters.
 LO0050
 LO0050.The orthometric height was determined by differential leveling and
 LO0050.adjusted by the NATIONAL GEODETIC SURVEY
 LO0050.in June 1991.
 LO0050
 LO0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0050.GEOID18 height accuracy estimate available here.
 LO0050
 LO0050.Click photographs - Photos may exist for this station.
 LO0050
 LO0050.The dynamic height is computed by dividing the NAVD 88
 LO0050.geopotential number by the normal gravity value computed on the
 LO0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0050.degrees latitude (g = 980.6199 gals.).
 LO0050
 LO0050.The modeled gravity was interpolated from observed gravity values.
 LO0050
 LO0050;                    North         East    Units  Estimated Accuracy
 LO0050;SPC UT C     - 2,210,048.      594,605.      MT  (+/- 10 meters HH2 GPS)
 LO0050
 LO0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK5203452357(NAD 83)
 LO0050
 LO0050                          SUPERSEDED SURVEY CONTROL
 LO0050
 LO0050  NGVD 29 (??/??/92) 1793.317  (m)         5883.57   (f) ADJ UNCH    2 0
 LO0050
 LO0050.Superseded values are not recommended for survey control.
 LO0050
 LO0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0050.See file dsdata.pdf to determine how the superseded data were derived.
 LO0050
 LO0050_MARKER: DB = BENCH MARK DISK
 LO0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0050_STAMPING: T 103 1962
 LO0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0050+STABILITY: SURFACE MOTION
 LO0050
 LO0050  HISTORY     - Date     Condition        Report By
 LO0050  HISTORY     - 1962     MONUMENTED       CGS
 LO0050
 LO0050                          STATION DESCRIPTION
 LO0050
 LO0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0050'4.15 MI N FROM DUCHESNE.
 LO0050'4.15 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0050'HIGHWAY 40 AT DUCHESNE, 158 FEET EAST OF THE CENTER LINE OF THE
 LO0050'HIGHWAY, 163 FEET NORTHEAST OF THE EAST END OF AN 18-INCH PIPE
 LO0050'CULVERT, 8 FEET NORTH OF A POWER POLE, 2.7 FEET SOUTH OF A WITNESS
 LO0050'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 LO0050'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0148 ***********************************************************************
 LO0148  DESIGNATION -  T 104
 LO0148  PID         -  LO0148
 LO0148  STATE/COUNTY-  UT/DUCHESNE
 LO0148  COUNTRY     -  US
 LO0148  USGS QUAD   -  TABIONA (2017)
 LO0148
 LO0148                         *CURRENT SURVEY CONTROL
 LO0148  ______________________________________________________________________
 LO0148* NAD 83(1986) POSITION- 40 16 55.     (N) 110 42 05.     (W)   SCALED
 LO0148* NAVD 88 ORTHO HEIGHT -  2066.110 (meters)     6778.56  (feet) ADJUSTED
 LO0148  ______________________________________________________________________
 LO0148  GEOID HEIGHT    -        -15.985 (meters)                     GEOID18
 LO0148  DYNAMIC HEIGHT  -       2063.999 (meters)     6771.64  (feet) COMP
 LO0148  MODELED GRAVITY -    979,530.3   (mgal)                       NAVD 88
 LO0148
 LO0148  VERT ORDER      -  SECOND    CLASS 0
 LO0148
 LO0148.The horizontal coordinates were scaled from a map and have
 LO0148.an estimated accuracy of +/- 6 seconds.
 LO0148
 LO0148.The orthometric height was determined by differential leveling and
 LO0148.adjusted by the NATIONAL GEODETIC SURVEY
 LO0148.in June 1991.
 LO0148
 LO0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0148.GEOID18 height accuracy estimate available here.
 LO0148
 LO0148.Click photographs - Photos may exist for this station.
 LO0148
 LO0148.The dynamic height is computed by dividing the NAVD 88
 LO0148.geopotential number by the normal gravity value computed on the
 LO0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0148.degrees latitude (g = 980.6199 gals.).
 LO0148
 LO0148.The modeled gravity was interpolated from observed gravity values.
 LO0148
 LO0148;                    North         East    Units  Estimated Accuracy
 LO0148;SPC UT C     - 2,216,640.      567,910.      MT  (+/- 180 meters Scaled)
 LO0148
 LO0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK253590(NAD 83)
 LO0148
 LO0148                          SUPERSEDED SURVEY CONTROL
 LO0148
 LO0148  NGVD 29 (??/??/92) 2064.734  (m)         6774.05   (f) ADJ UNCH    2 0
 LO0148
 LO0148.Superseded values are not recommended for survey control.
 LO0148
 LO0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0148.See file dsdata.pdf to determine how the superseded data were derived.
 LO0148
 LO0148_MARKER: DB = BENCH MARK DISK
 LO0148_SETTING: 66 = SET IN ROCK OUTCROP
 LO0148_STAMPING: T 104 1962
 LO0148_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0148+STABILITY: POSITION/ELEVATION WELL
 LO0148
 LO0148  HISTORY     - Date     Condition        Report By
 LO0148  HISTORY     - 1962     MONUMENTED       CGS
 LO0148
 LO0148                          STATION DESCRIPTION
 LO0148
 LO0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0148'7.7 MI S FROM TABIONA.
 LO0148'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0148'TABIONA, THENCE 4.8 MILES SOUTH ALONG STATE HIGHWAY 208, 42 FEET
 LO0148'EAST-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A 6 BY
 LO0148'7 FOOT SANDSTONE OUTCROP, 16 FEET NORTHEAST OF A WITNESS POST, 5.8
 LO0148'FEET EAST-SOUTHEAST OF A FENCE, AND ABOUT 2 FEET LOWER THAN THE
 LO0148'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0278 ***********************************************************************
 LO0278  DESIGNATION -  T 105
 LO0278  PID         -  LO0278
 LO0278  STATE/COUNTY-  UT/SUMMIT
 LO0278  COUNTRY     -  US
 LO0278  USGS QUAD   -  WOODLAND (2017)
 LO0278
 LO0278                         *CURRENT SURVEY CONTROL
 LO0278  ______________________________________________________________________
 LO0278* NAD 83(1986) POSITION- 40 33 15.     (N) 111 09 41.     (W)   SCALED
 LO0278* NAVD 88 ORTHO HEIGHT -  2137.876 (meters)     7014.01  (feet) ADJUSTED
 LO0278  ______________________________________________________________________
 LO0278  GEOID HEIGHT    -        -14.514 (meters)                     GEOID18
 LO0278  DYNAMIC HEIGHT  -       2135.752 (meters)     7007.05  (feet) COMP
 LO0278  MODELED GRAVITY -    979,555.1   (mgal)                       NAVD 88
 LO0278
 LO0278  VERT ORDER      -  SECOND    CLASS 0
 LO0278
 LO0278.The horizontal coordinates were scaled from a map and have
 LO0278.an estimated accuracy of +/- 6 seconds.
 LO0278
 LO0278.The orthometric height was determined by differential leveling and
 LO0278.adjusted by the NATIONAL GEODETIC SURVEY
 LO0278.in June 1991.
 LO0278
 LO0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0278.GEOID18 height accuracy estimate available here.
 LO0278
 LO0278.Click photographs - Photos may exist for this station.
 LO0278
 LO0278.The dynamic height is computed by dividing the NAVD 88
 LO0278.geopotential number by the normal gravity value computed on the
 LO0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0278.degrees latitude (g = 980.6199 gals.).
 LO0278
 LO0278.The modeled gravity was interpolated from observed gravity values.
 LO0278
 LO0278;                    North         East    Units  Estimated Accuracy
 LO0278;SPC UT N     - 1,024,580.      528,680.      MT  (+/- 180 meters Scaled)
 LO0278
 LO0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK863892(NAD 83)
 LO0278
 LO0278                          SUPERSEDED SURVEY CONTROL
 LO0278
 LO0278  NGVD 29 (??/??/92) 2136.510  (m)         7009.53   (f) ADJ UNCH    2 0
 LO0278
 LO0278.Superseded values are not recommended for survey control.
 LO0278
 LO0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0278.See file dsdata.pdf to determine how the superseded data were derived.
 LO0278
 LO0278_MARKER: DB = BENCH MARK DISK
 LO0278_SETTING: 80 = SET IN A BOULDER
 LO0278_STAMPING: T 105 1962
 LO0278_MARK LOGO: CGS
 LO0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0278+STABILITY: SURFACE MOTION
 LO0278
 LO0278  HISTORY     - Date     Condition        Report By
 LO0278  HISTORY     - 1962     MONUMENTED       CGS
 LO0278
 LO0278                          STATION DESCRIPTION
 LO0278
 LO0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0278'8.25 MI SE FROM FRANCIS.
 LO0278'8.25 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 LO0278'HIGHWAY 35 AT FRANCIS, 0.15 MILE SOUTH- SOUTHEAST OF THE JUNCTION OF A
 LO0278'GRAVELED ROAD WEST-SOUTHWEST, 34 FEET NORTH-NORTHEAST OF THE CENTER OF
 LO0278'THE JUNCTION OF A TRACK ROAD, 23 FEET EAST-NORTHEAST OF THE CENTER
 LO0278'LINE OF THE HIGHWAY, IN THE TOP OF A 4 1/2- BY 5-FOOT BOULDER WHICH
 LO0278'PROJECTS 0.6 FOOT ABOVE THE GROUND, 26 FEET NORTH-NORTHWEST OF THE
 LO0278'CENTER LINE OF THE ROAD, 43 FEET WEST-NORTHWEST OF THE CENTER OF A
 LO0278'GATE, 2.3 FEET NORTHWEST OF A WITNESS POST, AND ABOUT 1 1/2 FEET
 LO0278'HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0244 ***********************************************************************
 LO0244  DESIGNATION -  T 106
 LO0244  PID         -  LO0244
 LO0244  STATE/COUNTY-  UT/SUMMIT
 LO0244  COUNTRY     -  US
 LO0244  USGS QUAD   -  WANSHIP (2017)
 LO0244
 LO0244                         *CURRENT SURVEY CONTROL
 LO0244  ______________________________________________________________________
 LO0244* NAD 83(1986) POSITION- 40 48 26.     (N) 111 25 34.     (W)   SCALED
 LO0244* NAVD 88 ORTHO HEIGHT -  1815.387 (meters)     5955.98  (feet) ADJUSTED
 LO0244  ______________________________________________________________________
 LO0244  GEOID HEIGHT    -        -15.749 (meters)                     GEOID18
 LO0244  DYNAMIC HEIGHT  -       1813.727 (meters)     5950.54  (feet) COMP
 LO0244  MODELED GRAVITY -    979,646.0   (mgal)                       NAVD 88
 LO0244
 LO0244  VERT ORDER      -  SECOND    CLASS 0
 LO0244
 LO0244.The horizontal coordinates were scaled from a map and have
 LO0244.an estimated accuracy of +/- 6 seconds.
 LO0244
 LO0244.The orthometric height was determined by differential leveling and
 LO0244.adjusted by the NATIONAL GEODETIC SURVEY
 LO0244.in June 1991.
 LO0244
 LO0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0244.GEOID18 height accuracy estimate available here.
 LO0244
 LO0244.Click photographs - Photos may exist for this station.
 LO0244
 LO0244.The dynamic height is computed by dividing the NAVD 88
 LO0244.geopotential number by the normal gravity value computed on the
 LO0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0244.degrees latitude (g = 980.6199 gals.).
 LO0244
 LO0244.The modeled gravity was interpolated from observed gravity values.
 LO0244
 LO0244;                    North         East    Units  Estimated Accuracy
 LO0244;SPC UT N     - 1,052,630.      506,240.      MT  (+/- 180 meters Scaled)
 LO0244
 LO0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL640174(NAD 83)
 LO0244
 LO0244                          SUPERSEDED SURVEY CONTROL
 LO0244
 LO0244  NGVD 29 (??/??/92) 1814.100  (m)         5951.76   (f) ADJ UNCH    2 0
 LO0244
 LO0244.Superseded values are not recommended for survey control.
 LO0244
 LO0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0244.See file dsdata.pdf to determine how the superseded data were derived.
 LO0244
 LO0244_MARKER: DB = BENCH MARK DISK
 LO0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0244_STAMPING: T 106 1962
 LO0244_MARK LOGO: CGS
 LO0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0244+STABILITY: SURFACE MOTION
 LO0244
 LO0244  HISTORY     - Date     Condition        Report By
 LO0244  HISTORY     - 1962     MONUMENTED       CGS
 LO0244
 LO0244                          STATION DESCRIPTION
 LO0244
 LO0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0244'1.0 MI SW FROM WANSHIP.
 LO0244'1.0 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE LATTER
 LO0244'DAY SAINTS CHURCH AT WANSHIP, AT RAILROAD MILEAGE 14.35, 4 POLES WEST
 LO0244'OF THE WEST END OF A WOODEN BRIDGE, 24.5 FEET SOUTH OF THE SOUTH RAIL,
 LO0244'8 1/2 FEET SOUTH OF A TELEPHONE POLE, 1.7 FEET SOUTH OF A FENCE, 1.9
 LO0244'FEET WEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK,
 LO0244'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 LO0244'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0228 ***********************************************************************
 LO0228  DESIGNATION -  T 107
 LO0228  PID         -  LO0228
 LO0228  STATE/COUNTY-  UT/WASATCH
 LO0228  COUNTRY     -  US
 LO0228  USGS QUAD   -  HEBER CITY (2017)
 LO0228
 LO0228                         *CURRENT SURVEY CONTROL
 LO0228  ______________________________________________________________________
 LO0228* NAD 83(1986) POSITION- 40 35 33.1    (N) 111 25 41.1    (W)   HD_HELD2
 LO0228* NAVD 88 ORTHO HEIGHT -  1790.042 (meters)     5872.83  (feet) ADJUSTED
 LO0228  ______________________________________________________________________
 LO0228  GEOID HEIGHT    -        -15.561 (meters)                     GEOID18
 LO0228  DYNAMIC HEIGHT  -       1788.401 (meters)     5867.45  (feet) COMP
 LO0228  MODELED GRAVITY -    979,645.0   (mgal)                       NAVD 88
 LO0228
 LO0228  VERT ORDER      -  SECOND    CLASS 0
 LO0228
 LO0228.The horizontal coordinates were established by autonomous hand held GPS
 LO0228.observations and have an estimated accuracy of +/- 10 meters.
 LO0228
 LO0228.The orthometric height was determined by differential leveling and
 LO0228.adjusted by the NATIONAL GEODETIC SURVEY
 LO0228.in June 1991.
 LO0228
 LO0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0228.GEOID18 height accuracy estimate available here.
 LO0228
 LO0228.Click photographs - Photos may exist for this station.
 LO0228
 LO0228.The dynamic height is computed by dividing the NAVD 88
 LO0228.geopotential number by the normal gravity value computed on the
 LO0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0228.degrees latitude (g = 980.6199 gals.).
 LO0228
 LO0228.The modeled gravity was interpolated from observed gravity values.
 LO0228
 LO0228;                    North         East    Units  Estimated Accuracy
 LO0228;SPC UT C     - 2,250,824.      506,088.      MT  (+/- 10 meters HH2 GPS)
 LO0228
 LO0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK6377693613(NAD 83)
 LO0228
 LO0228                          SUPERSEDED SURVEY CONTROL
 LO0228
 LO0228  NGVD 29 (??/??/92) 1788.825  (m)         5868.84   (f) ADJ UNCH    2 0
 LO0228
 LO0228.Superseded values are not recommended for survey control.
 LO0228
 LO0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0228.See file dsdata.pdf to determine how the superseded data were derived.
 LO0228
 LO0228_MARKER: DB = BENCH MARK DISK
 LO0228_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0228_SP_SET: CULVERT HEADWALL
 LO0228_STAMPING: T 107 1962
 LO0228_MARK LOGO: CGS
 LO0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0228+STABILITY: SURFACE MOTION
 LO0228
 LO0228  HISTORY     - Date     Condition        Report By
 LO0228  HISTORY     - 1962     MONUMENTED       CGS
 LO0228  HISTORY     - 20101211 GOOD             GEOCAC
 LO0228
 LO0228                          STATION DESCRIPTION
 LO0228
 LO0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0228'6.2 MI N FROM HEBER.
 LO0228'6.2 MILES NORTH ALONG U.S. HIGHWAY 189 FROM THE POST OFFICE AT HEBER,
 LO0228'IN THE TOP AND 1.0 FOOT SOUTH OF THE NORTH END OF THE EAST CONCRETE
 LO0228'HEAD WALL OF BOX CULVERT 11.9, 19 FEET EAST OF THE CENTER LINE OF THE
 LO0228'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LO0228
 LO0228                          STATION RECOVERY (2010)
 LO0228
 LO0228'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 LO0228'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0117 ***********************************************************************
 JN0117  DESIGNATION -  T 11
 JN0117  PID         -  JN0117
 JN0117  STATE/COUNTY-  UT/EMERY
 JN0117  COUNTRY     -  US
 JN0117  USGS QUAD   -  GOBLIN VALLEY (2017)
 JN0117
 JN0117                         *CURRENT SURVEY CONTROL
 JN0117  ______________________________________________________________________
 JN0117* NAD 83(1986) POSITION- 38 37 12.     (N) 110 40 24.     (W)   SCALED
 JN0117* NAVD 88 ORTHO HEIGHT -  1574.388 (meters)     5165.30  (feet) ADJUSTED
 JN0117  ______________________________________________________________________
 JN0117  GEOID HEIGHT    -        -19.376 (meters)                     GEOID18
 JN0117  DYNAMIC HEIGHT  -       1572.788 (meters)     5160.06  (feet) COMP
 JN0117  MODELED GRAVITY -    979,556.2   (mgal)                       NAVD 88
 JN0117
 JN0117  VERT ORDER      -  FIRST     CLASS II
 JN0117
 JN0117.The horizontal coordinates were scaled from a map and have
 JN0117.an estimated accuracy of +/- 6 seconds.
 JN0117
 JN0117.The orthometric height was determined by differential leveling and
 JN0117.adjusted by the NATIONAL GEODETIC SURVEY
 JN0117.in June 1991.
 JN0117
 JN0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0117.GEOID18 height accuracy estimate available here.
 JN0117
 JN0117.Click photographs - Photos may exist for this station.
 JN0117
 JN0117.The dynamic height is computed by dividing the NAVD 88
 JN0117.geopotential number by the normal gravity value computed on the
 JN0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0117.degrees latitude (g = 980.6199 gals.).
 JN0117
 JN0117.The modeled gravity was interpolated from observed gravity values.
 JN0117
 JN0117;                    North         East    Units  Estimated Accuracy
 JN0117;SPC UT C     - 2,032,160.      572,000.      MT  (+/- 180 meters Scaled)
 JN0117
 JN0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH284746(NAD 83)
 JN0117
 JN0117                          SUPERSEDED SURVEY CONTROL
 JN0117
 JN0117  NGVD 29 (??/??/92) 1573.314  (m)         5161.78   (f) ADJ UNCH    1 2
 JN0117
 JN0117.Superseded values are not recommended for survey control.
 JN0117
 JN0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0117.See file dsdata.pdf to determine how the superseded data were derived.
 JN0117
 JN0117_MARKER: DD = SURVEY DISK
 JN0117_SETTING: 66 = SET IN ROCK OUTCROP
 JN0117_STAMPING: T 11 1921
 JN0117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0117+STABILITY: POSITION/ELEVATION WELL
 JN0117
 JN0117  HISTORY     - Date     Condition        Report By
 JN0117  HISTORY     - 1921     MONUMENTED       CGS
 JN0117  HISTORY     - 1965     GOOD             CGS
 JN0117  HISTORY     - 20060514 MARK NOT FOUND   GEOCAC
 JN0117
 JN0117                          STATION DESCRIPTION
 JN0117
 JN0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JN0117'15 MI N FROM HANKSVILLE.
 JN0117'TO REACH THE STATION FROM THE POST OFFICE IN HANKSVILLE, GO WEST 0.1
 JN0117'MILE TO AN INTERSECTION, TURN RIGHT AND GO NORTH 0.1 MILE PASSING
 JN0117'HANKSVILLE GRADE SCHOOL TO AN INTERSECTION AND STATE HIGHWAY 24, TURN
 JN0117'RIGHT AND GO EAST ON STATE 24 FOR 0.15 MILE TO JUNCTION OF STATE 24
 JN0117'AND STATE 95, TURN LEFT AND GO NORTH, EAST AND NORTHEAST ON STATE 24
 JN0117'FOR 19.8 MILES TO A PAVED ROAD LEFT AND TEMPLE JUNCTION ON THE LEFT,
 JN0117'TURN LEFT AND GO WEST 3.0 MILES TO A DIRT ROAD LEFT AND A SIGN
 JN0117'BUCKSKIN SPRINGS, TURN LEFT AND GO SOUTH 0.2 MILES TO A WATER TROUGH
 JN0117'AND SPRINGS.  MARK IS SET IN BEDROCK DIRECTLY ABOVE THE SPRINGS.
 JN0117
 JN0117                          STATION RECOVERY (2006)
 JN0117
 JN0117'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JN0117'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0102 ***********************************************************************
 JN0102  DESIGNATION -  T 111
 JN0102  PID         -  JN0102
 JN0102  STATE/COUNTY-  UT/WAYNE
 JN0102  COUNTRY     -  US
 JN0102  USGS QUAD   -  TOWN POINT (2017)
 JN0102
 JN0102                         *CURRENT SURVEY CONTROL
 JN0102  ______________________________________________________________________
 JN0102* NAD 83(1986) POSITION- 38 21 54.8    (N) 110 54 42.6    (W)   HD_HELD2
 JN0102* NAVD 88 ORTHO HEIGHT -  1370.978 (meters)     4497.95  (feet) ADJUSTED
 JN0102  ______________________________________________________________________
 JN0102  GEOID HEIGHT    -        -20.040 (meters)                     GEOID18
 JN0102  DYNAMIC HEIGHT  -       1369.562 (meters)     4493.30  (feet) COMP
 JN0102  MODELED GRAVITY -    979,548.7   (mgal)                       NAVD 88
 JN0102
 JN0102  VERT ORDER      -  FIRST     CLASS II
 JN0102
 JN0102.The horizontal coordinates were established by autonomous hand held GPS
 JN0102.observations and have an estimated accuracy of +/- 10 meters.
 JN0102
 JN0102.The orthometric height was determined by differential leveling and
 JN0102.adjusted by the NATIONAL GEODETIC SURVEY
 JN0102.in June 1991.
 JN0102
 JN0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0102.GEOID18 height accuracy estimate available here.
 JN0102
 JN0102.Click photographs - Photos may exist for this station.
 JN0102
 JN0102.The dynamic height is computed by dividing the NAVD 88
 JN0102.geopotential number by the normal gravity value computed on the
 JN0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0102.degrees latitude (g = 980.6199 gals.).
 JN0102
 JN0102.The modeled gravity was interpolated from observed gravity values.
 JN0102
 JN0102;                    North         East    Units  Estimated Accuracy
 JN0102;SPC UT S     - 3,188,680.      551,403.      MT  (+/- 10 meters HH2 GPS)
 JN0102
 JN0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH0770246342(NAD 83)
 JN0102
 JN0102                          SUPERSEDED SURVEY CONTROL
 JN0102
 JN0102  NGVD 29 (??/??/92) 1369.923  (m)         4494.49   (f) ADJ UNCH    1 2
 JN0102
 JN0102.Superseded values are not recommended for survey control.
 JN0102
 JN0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0102.See file dsdata.pdf to determine how the superseded data were derived.
 JN0102
 JN0102_MARKER: DB = BENCH MARK DISK
 JN0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0102_STAMPING: T 111 1958
 JN0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0102+STABILITY: SURFACE MOTION
 JN0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0102+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2009
 JN0102
 JN0102  HISTORY     - Date     Condition        Report By
 JN0102  HISTORY     - 1958     MONUMENTED       CGS
 JN0102  HISTORY     - 20091228 GOOD             GEOCAC
 JN0102
 JN0102                          STATION DESCRIPTION
 JN0102
 JN0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0102'13.4 MI W FROM HANKSVILLE.
 JN0102'13.4 WEST ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT HANKSVILLE,
 JN0102'52 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 152 FEET
 JN0102'NORTHEAST OF THE SOUTHEAST END OF A 36-INCH PIPE CULVERT, 136 FEET
 JN0102'EAST AND ACROSS THE HIGHWAY FROM THE EAST END OF A LONG DIRT RIDGE, 97
 JN0102'FEET EAST AND ACROSS THE HIGHWAY FROM THE CENTER OF A 6-FOOT WIDE
 JN0102'BLADED DRAINAGE DITCH, 2.0 FEET NORTHWEST OF A WITNESS POST, 1 1/2
 JN0102'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JN0102'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 JN0102
 JN0102                          STATION RECOVERY (2009)
 JN0102
 JN0102'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JN0102'THIS STATION IS IN WAYNE COUNTY, UTAH
 JN0102'FOUND UNDER 0.20 FT OF SILT.  52 FEET SOUTHEAST OF THE CENTER LINE OF
 JN0102'THE HIGHWAY AT A DOUBLE FIVE FOOT SQUASHED CULVERT.  NOW ABOUT FOUR
 JN0102'FEET BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0047 ***********************************************************************
 JN0047  DESIGNATION -  T 112
 JN0047  PID         -  JN0047
 JN0047  STATE/COUNTY-  UT/WAYNE
 JN0047  COUNTRY     -  US
 JN0047  USGS QUAD   -  BULL MOUNTAIN (2017)
 JN0047
 JN0047                         *CURRENT SURVEY CONTROL
 JN0047  ______________________________________________________________________
 JN0047* NAD 83(1986) POSITION- 38 14 40.     (N) 110 39 04.     (W)   SCALED
 JN0047* NAVD 88 ORTHO HEIGHT -  1461.111 (meters)     4793.66  (feet) ADJUSTED
 JN0047  ______________________________________________________________________
 JN0047  GEOID HEIGHT    -        -20.347 (meters)                     GEOID18
 JN0047  DYNAMIC HEIGHT  -       1459.584 (meters)     4788.65  (feet) COMP
 JN0047  MODELED GRAVITY -    979,533.3   (mgal)                       NAVD 88
 JN0047
 JN0047  VERT ORDER      -  FIRST     CLASS II
 JN0047
 JN0047.The horizontal coordinates were scaled from a map and have
 JN0047.an estimated accuracy of +/- 6 seconds.
 JN0047
 JN0047.The orthometric height was determined by differential leveling and
 JN0047.adjusted by the NATIONAL GEODETIC SURVEY
 JN0047.in June 1991.
 JN0047
 JN0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0047.GEOID18 height accuracy estimate available here.
 JN0047
 JN0047.Click photographs - Photos may exist for this station.
 JN0047
 JN0047.The dynamic height is computed by dividing the NAVD 88
 JN0047.geopotential number by the normal gravity value computed on the
 JN0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0047.degrees latitude (g = 980.6199 gals.).
 JN0047
 JN0047.The modeled gravity was interpolated from observed gravity values.
 JN0047
 JN0047;                    North         East    Units  Estimated Accuracy
 JN0047;SPC UT S     - 3,175,450.      574,310.      MT  (+/- 180 meters Scaled)
 JN0047
 JN0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH305329(NAD 83)
 JN0047
 JN0047                          SUPERSEDED SURVEY CONTROL
 JN0047
 JN0047  NGVD 29 (??/??/92) 1460.066  (m)         4790.23   (f) ADJ UNCH    1 2
 JN0047
 JN0047.Superseded values are not recommended for survey control.
 JN0047
 JN0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0047.See file dsdata.pdf to determine how the superseded data were derived.
 JN0047
 JN0047_MARKER: DB = BENCH MARK DISK
 JN0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0047_STAMPING: T 112 1958
 JN0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0047+STABILITY: SURFACE MOTION
 JN0047
 JN0047  HISTORY     - Date     Condition        Report By
 JN0047  HISTORY     - 1958     MONUMENTED       CGS
 JN0047
 JN0047                          STATION DESCRIPTION
 JN0047
 JN0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0047'10.7 MI SE FROM HANKSVILLE.
 JN0047'10.7 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE SCHOOL AT
 JN0047'HANKSVILLE, IN R12E T29S S31, 0.1 MILE NORTHWEST OF THE T JUNCTION OF
 JN0047'A TRACK ROAD LEADING WEST TO A WELL, MIDWAY BETWEEN THE JUNCTION OF
 JN0047'TRACK ROADS EAST, IN THE APPROXIMATE CENTER OF A BARREN AREA, 75 FEET
 JN0047'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 73 1/2 FEET NORTHWEST OF
 JN0047'THE CENTER LINE OF THE EXTREME SOUTHEAST TRACK ROAD, 55 FEET SOUTHEAST
 JN0047'OF THE CENTER LINE OF THE EXTREME NORTHWEST TRACK ROAD, 3 FEET
 JN0047'SOUTHWEST OF A WITNESS POST, LEVEL WITH THE HIGHWAY, AND SET IN THE
 JN0047'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0079 ***********************************************************************
 JN0079  DESIGNATION -  T 113
 JN0079  PID         -  JN0079
 JN0079  STATE/COUNTY-  UT/GARFIELD
 JN0079  COUNTRY     -  US
 JN0079  USGS QUAD   -  TURKEY KNOB (2017)
 JN0079
 JN0079                         *CURRENT SURVEY CONTROL
 JN0079  ______________________________________________________________________
 JN0079* NAD 83(1986) POSITION- 38 00 31.     (N) 110 31 31.     (W)   SCALED
 JN0079* NAVD 88 ORTHO HEIGHT -  1338.655 (meters)     4391.90  (feet) ADJUSTED
 JN0079  ______________________________________________________________________
 JN0079  GEOID HEIGHT    -        -20.512 (meters)                     GEOID18
 JN0079  DYNAMIC HEIGHT  -       1337.276 (meters)     4387.38  (feet) COMP
 JN0079  MODELED GRAVITY -    979,553.1   (mgal)                       NAVD 88
 JN0079
 JN0079  VERT ORDER      -  FIRST     CLASS II
 JN0079
 JN0079.The horizontal coordinates were scaled from a map and have
 JN0079.an estimated accuracy of +/- 6 seconds.
 JN0079
 JN0079.The orthometric height was determined by differential leveling and
 JN0079.adjusted by the NATIONAL GEODETIC SURVEY
 JN0079.in June 1991.
 JN0079
 JN0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0079.GEOID18 height accuracy estimate available here.
 JN0079
 JN0079.Click photographs - Photos may exist for this station.
 JN0079
 JN0079.The dynamic height is computed by dividing the NAVD 88
 JN0079.geopotential number by the normal gravity value computed on the
 JN0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0079.degrees latitude (g = 980.6199 gals.).
 JN0079
 JN0079.The modeled gravity was interpolated from observed gravity values.
 JN0079
 JN0079;                    North         East    Units  Estimated Accuracy
 JN0079;SPC UT S     - 3,149,380.      585,600.      MT  (+/- 180 meters Scaled)
 JN0079
 JN0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH416068(NAD 83)
 JN0079
 JN0079                          SUPERSEDED SURVEY CONTROL
 JN0079
 JN0079  NGVD 29 (??/??/92) 1337.669  (m)         4388.67   (f) ADJ UNCH    1 2
 JN0079
 JN0079.Superseded values are not recommended for survey control.
 JN0079
 JN0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0079.See file dsdata.pdf to determine how the superseded data were derived.
 JN0079
 JN0079_MARKER: DB = BENCH MARK DISK
 JN0079_SETTING: 66 = SET IN ROCK OUTCROP
 JN0079_STAMPING: T 113 1958
 JN0079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0079+STABILITY: POSITION/ELEVATION WELL
 JN0079
 JN0079  HISTORY     - Date     Condition        Report By
 JN0079  HISTORY     - 1958     MONUMENTED       CGS
 JN0079
 JN0079                          STATION DESCRIPTION
 JN0079
 JN0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0079'32.95 MI SE FROM HANKSVILLE.
 JN0079'ABOUT 32.95 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE
 JN0079'SCHOOL AT HANKSVILLE, IN R13E T32S S19, 180 FEET SOUTHEAST OF THE
 JN0079'CENTER OF THE CROSSING OF A WASH, 120 FEET EAST OF THE CENTER LINE OF
 JN0079'THE HIGHWAY, SET VERTICALLY IN THE SOUTHWEST FACE OF A MASSIVE
 JN0079'SANDSTONE OUTCROP WHICH PROJECTS ABOUT 35 FEET ABOVE THE HIGHWAY,
 JN0079'DIRECTLY ABOVE A WITNESS POST, 4 1/2 FEET ABOVE THE HIGHWAY AND ABOUT
 JN0079'4 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0030 ***********************************************************************
 HN0030  DESIGNATION -  T 114
 HN0030  PID         -  HN0030
 HN0030  STATE/COUNTY-  UT/SAN JUAN
 HN0030  COUNTRY     -  US
 HN0030  USGS QUAD   -  COPPER POINT (2017)
 HN0030
 HN0030                         *CURRENT SURVEY CONTROL
 HN0030  ______________________________________________________________________
 HN0030* NAD 83(1986) POSITION- 37 48 31.     (N) 110 22 05.     (W)   SCALED
 HN0030* NAVD 88 ORTHO HEIGHT -  1149.267 (meters)     3770.55  (feet) ADJUSTED
 HN0030  ______________________________________________________________________
 HN0030  GEOID HEIGHT    -        -21.169 (meters)                     GEOID18
 HN0030  DYNAMIC HEIGHT  -       1148.061 (meters)     3766.60  (feet) COMP
 HN0030  MODELED GRAVITY -    979,541.8   (mgal)                       NAVD 88
 HN0030
 HN0030  VERT ORDER      -  FIRST     CLASS II
 HN0030
 HN0030.The horizontal coordinates were scaled from a map and have
 HN0030.an estimated accuracy of +/- 6 seconds.
 HN0030
 HN0030.The orthometric height was determined by differential leveling and
 HN0030.adjusted by the NATIONAL GEODETIC SURVEY
 HN0030.in June 1991.
 HN0030
 HN0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0030.GEOID18 height accuracy estimate available here.
 HN0030
 HN0030.Click photographs - Photos may exist for this station.
 HN0030
 HN0030.The dynamic height is computed by dividing the NAVD 88
 HN0030.geopotential number by the normal gravity value computed on the
 HN0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0030.degrees latitude (g = 980.6199 gals.).
 HN0030
 HN0030.The modeled gravity was interpolated from observed gravity values.
 HN0030
 HN0030;                    North         East    Units  Estimated Accuracy
 HN0030;SPC UT S     - 3,127,340.      599,670.      MT  (+/- 180 meters Scaled)
 HN0030
 HN0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG556847(NAD 83)
 HN0030
 HN0030                          SUPERSEDED SURVEY CONTROL
 HN0030
 HN0030  NGVD 29 (??/??/92) 1148.292  (m)         3767.35   (f) ADJ UNCH    1 2
 HN0030
 HN0030.Superseded values are not recommended for survey control.
 HN0030
 HN0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0030.See file dsdata.pdf to determine how the superseded data were derived.
 HN0030
 HN0030_MARKER: DB = BENCH MARK DISK
 HN0030_SETTING: 66 = SET IN ROCK OUTCROP
 HN0030_STAMPING: T 114 1958
 HN0030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0030+STABILITY: POSITION/ELEVATION WELL
 HN0030
 HN0030  HISTORY     - Date     Condition        Report By
 HN0030  HISTORY     - 1958     MONUMENTED       CGS
 HN0030  HISTORY     - 1982     GOOD             USGS
 HN0030  HISTORY     - 1982     GOOD             USGS
 HN0030
 HN0030                          STATION DESCRIPTION
 HN0030
 HN0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0030'20.65 MI NW FROM FRY CANYON.
 HN0030'ABOUT 20.65 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST
 HN0030'OFFICE AT FRY CANYON, 0.5 MILE NORTHEAST OF A CROSSING OF WHITE
 HN0030'CANYON, DIRECTLY ACROSS WHITE CANYON FROM A SMALL NATURAL SANDSTONE
 HN0030'ARCH, IN THE TOP OF A SANDSTONE LEDGE, 71 1/2 FEET EAST OF THE CENTER
 HN0030'LINE OF THE HIGHWAY, 8 FEET WEST OF THE RIM OF THE CAYON, 1 1/2 FEET
 HN0030'EAST OF A CAIRN AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 HN0030
 HN0030                          STATION RECOVERY (1982)
 HN0030
 HN0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0030'ABOUT 17.3 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST
 HN0030'OFFICE AT FRY CANYON TO JCT. WITH A GRADED DIRT ROAD SOUTH-WEST
 HN0030'(WHTIE CANYON ROAD), THENCE SOUTHWEST ALONG WHITE CANYON ROAD FOR 2.6
 HN0030'MILES TO RD. JCT. WITH A TRACK ROAD SOUTH, THENCE 0.2 ALONG GRADED
 HN0030'DIRT RD. TO A DRAIN CROSSING, THENCE CONTINUE 0.5 MILE NORTHWEST
 HN0030'ALONG WHITE CANYON ROAD, IN THE TOP OF A SANDSTONE LEDGE, 1 1/2 FEET
 HN0030'EAST OF THE CENTERLINE OF THE ROAD, 8 FEET WEST OF THE RIM OF THE
 HN0030'CANYON, 1 1/2 FEET EAST OF A CAIRN AND ABOUT 1 FOOT LOWER THAN THE
 HN0030'ROAD.
 HN0030
 HN0030                          STATION RECOVERY (1982)
 HN0030
 HN0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0030'ABOUT 17.3 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST
 HN0030'OFFICE AT FRY CANYON TO JCT. WITH A GRADED DIRT ROAD SOUTH-WEST
 HN0030'(WHTIE CANYON ROAD), THENCE SOUTHWEST ALONG WHITE CANYON ROAD FOR 2.6
 HN0030'MILES TO RD. JCT. WITH A TRACK ROAD SOUTH, THENCE 0.2 ALONG GRADED
 HN0030'DIRT RD. TO A DRAIN CROSSING, THENCE CONTINUE 0.5 MILE NORTHWEST
 HN0030'ALONG WHITE CANYON ROAD, IN THE TOP OF A SANDSTONE LEDGE, 1 1/2 FEET
 HN0030'EAST OF THE CENTERLINE OF THE ROAD, 8 FEET WEST OF THE RIM OF THE
 HN0030'CANYON, 1 1/2 FEET EAST OF A CAIRN AND ABOUT 1 FOOT LOWER THAN THE
 HN0030'ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0056 ***********************************************************************
 HN0056  DESIGNATION -  T 115
 HN0056  PID         -  HN0056
 HN0056  STATE/COUNTY-  UT/SAN JUAN
 HN0056  COUNTRY     -  US
 HN0056  USGS QUAD   -  JACOBS CHAIR (2017)
 HN0056
 HN0056                         *CURRENT SURVEY CONTROL
 HN0056  ______________________________________________________________________
 HN0056* NAD 83(1986) POSITION- 37 39 17.     (N) 110 08 19.     (W)   SCALED
 HN0056* NAVD 88 ORTHO HEIGHT -  1674.168 (meters)     5492.67  (feet) ADJUSTED
 HN0056  ______________________________________________________________________
 HN0056  GEOID HEIGHT    -        -20.236 (meters)                     GEOID18
 HN0056  DYNAMIC HEIGHT  -       1672.293 (meters)     5486.51  (feet) COMP
 HN0056  MODELED GRAVITY -    979,450.2   (mgal)                       NAVD 88
 HN0056
 HN0056  VERT ORDER      -  FIRST     CLASS II
 HN0056
 HN0056.The horizontal coordinates were scaled from a map and have
 HN0056.an estimated accuracy of +/- 6 seconds.
 HN0056
 HN0056.The orthometric height was determined by differential leveling and
 HN0056.adjusted by the NATIONAL GEODETIC SURVEY
 HN0056.in June 1991.
 HN0056
 HN0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0056.GEOID18 height accuracy estimate available here.
 HN0056
 HN0056.Click photographs - Photos may exist for this station.
 HN0056
 HN0056.The dynamic height is computed by dividing the NAVD 88
 HN0056.geopotential number by the normal gravity value computed on the
 HN0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0056.degrees latitude (g = 980.6199 gals.).
 HN0056
 HN0056.The modeled gravity was interpolated from observed gravity values.
 HN0056
 HN0056;                    North         East    Units  Estimated Accuracy
 HN0056;SPC UT S     - 3,110,530.      620,120.      MT  (+/- 180 meters Scaled)
 HN0056
 HN0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG759678(NAD 83)
 HN0056
 HN0056                          SUPERSEDED SURVEY CONTROL
 HN0056
 HN0056  NGVD 29 (??/??/92) 1673.149  (m)         5489.32   (f) ADJ UNCH    1 2
 HN0056
 HN0056.Superseded values are not recommended for survey control.
 HN0056
 HN0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0056.See file dsdata.pdf to determine how the superseded data were derived.
 HN0056
 HN0056_MARKER: DB = BENCH MARK DISK
 HN0056_SETTING: 66 = SET IN ROCK OUTCROP
 HN0056_STAMPING: T 115 1958
 HN0056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0056+STABILITY: POSITION/ELEVATION WELL
 HN0056
 HN0056  HISTORY     - Date     Condition        Report By
 HN0056  HISTORY     - 1958     MONUMENTED       CGS
 HN0056
 HN0056                          STATION DESCRIPTION
 HN0056
 HN0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0056'1.6 MI NE FROM FRY CANYON.
 HN0056'ABOUT 1.6 MILES NORTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0056'AT FRY CANYON, 64 YARDS NORTH OF THE CENTER OF THE CROSSING OF A WASH,
 HN0056'IN THE TOP OF THE 8-FOOT ROUND EXPOSED PORTION OF AN OUTCROP THAT IS
 HN0056'FLUSH WITH THE GROUND, 70 FEET NORTHWEST OF THE CENTER LINE OF THE
 HN0056'HIGHWAY, 30 FEET SOUTHEAST OF A 12-INCH TREE BEARING A SURVEY PLAQUE,
 HN0056'AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0283 ***********************************************************************
 HM0283  DESIGNATION -  T 116
 HM0283  PID         -  HM0283
 HM0283  STATE/COUNTY-  UT/SAN JUAN
 HM0283  COUNTRY     -  US
 HM0283  USGS QUAD   -  SOUTH LONG POINT (2017)
 HM0283
 HM0283                         *CURRENT SURVEY CONTROL
 HM0283  ______________________________________________________________________
 HM0283* NAD 83(1986) POSITION- 37 33 51.     (N) 109 49 39.     (W)   SCALED
 HM0283* NAVD 88 ORTHO HEIGHT -  2134.719 (meters)     7003.66  (feet) ADJUSTED
 HM0283  ______________________________________________________________________
 HM0283  GEOID HEIGHT    -        -19.541 (meters)                     GEOID18
 HM0283  DYNAMIC HEIGHT  -       2132.132 (meters)     6995.17  (feet) COMP
 HM0283  MODELED GRAVITY -    979,341.0   (mgal)                       NAVD 88
 HM0283
 HM0283  VERT ORDER      -  FIRST     CLASS II
 HM0283
 HM0283.The horizontal coordinates were scaled from a map and have
 HM0283.an estimated accuracy of +/- 6 seconds.
 HM0283
 HM0283.The orthometric height was determined by differential leveling and
 HM0283.adjusted by the NATIONAL GEODETIC SURVEY
 HM0283.in June 1991.
 HM0283
 HM0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0283.GEOID18 height accuracy estimate available here.
 HM0283
 HM0283.Click photographs - Photos may exist for this station.
 HM0283
 HM0283.The dynamic height is computed by dividing the NAVD 88
 HM0283.geopotential number by the normal gravity value computed on the
 HM0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0283.degrees latitude (g = 980.6199 gals.).
 HM0283
 HM0283.The modeled gravity was interpolated from observed gravity values.
 HM0283
 HM0283;                    North         East    Units  Estimated Accuracy
 HM0283;SPC UT S     - 3,100,930.      647,750.      MT  (+/- 180 meters Scaled)
 HM0283
 HM0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG035581(NAD 83)
 HM0283
 HM0283                          SUPERSEDED SURVEY CONTROL
 HM0283
 HM0283  NGVD 29 (??/??/92) 2133.579  (m)         6999.92   (f) ADJ UNCH    1 2
 HM0283
 HM0283.Superseded values are not recommended for survey control.
 HM0283
 HM0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0283.See file dsdata.pdf to determine how the superseded data were derived.
 HM0283
 HM0283_MARKER: DB = BENCH MARK DISK
 HM0283_SETTING: 66 = SET IN ROCK OUTCROP
 HM0283_STAMPING: T 116 1958
 HM0283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0283+STABILITY: POSITION/ELEVATION WELL
 HM0283
 HM0283  HISTORY     - Date     Condition        Report By
 HM0283  HISTORY     - 1958     MONUMENTED       CGS
 HM0283  HISTORY     - 1959     GOOD             CGS
 HM0283  HISTORY     - 1979     GOOD             USGS
 HM0283
 HM0283                          STATION DESCRIPTION
 HM0283
 HM0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0283'26.7 MI SE FROM FRY CANYON.
 HM0283'ABOUT 26.7 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HM0283'AT FRY CANYON, 130 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE CROSSING
 HM0283'OF A DEEP WASH, 85 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 HM0283'IN THE TOP OF A SANDSTONE OUTCROP, 8 FEET EAST OF A SHARP DROP INTO
 HM0283'THE WASH, 12 FEET SOUTHWEST OF A WITNESS POST, 4 FEET WEST OF A CAIRN
 HM0283'AND ABOUT 7 FEET LOWER THAN THE HIGHWAY.
 HM0283
 HM0283                          STATION RECOVERY (1979)
 HM0283
 HM0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0283'FROM THE POST OFFICE IN BLANDING ABOUT 4.3 MILES S. ALONG ST. HWY
 HM0283'163, THENCE 21.9 MILES W. ALONG ST. HWY 95 TO SIDE RD. LEFT, CONTINUE
 HM0283'W. ON ST. HWY 95 FOR 0.7 MI. TO DEEP WASH.  73 FT. NORTH OF THE HWY
 HM0283'CENTERLINE, ON THE EAST EDGE OF THE DEEP, WASH, IN THE TOP OF A
 HM0283'SANDSTONE OUTCROP, 9 FT S. OF A WITNESS POST, A STANDARD USC&GS BRASS
 HM0283'TABLET STAMPED T 116 1958.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0307 ***********************************************************************
 HM0307  DESIGNATION -  T 117
 HM0307  PID         -  HM0307
 HM0307  STATE/COUNTY-  UT/SAN JUAN
 HM0307  COUNTRY     -  US
 HM0307  USGS QUAD   -  BLACK MESA BUTTE (2017)
 HM0307
 HM0307                         *CURRENT SURVEY CONTROL
 HM0307  ______________________________________________________________________
 HM0307* NAD 83(1986) POSITION- 37 34 31.     (N) 109 36 25.     (W)   SCALED
 HM0307* NAVD 88 ORTHO HEIGHT -  1644.406 (meters)     5395.02  (feet) ADJUSTED
 HM0307  ______________________________________________________________________
 HM0307  GEOID HEIGHT    -        -19.904 (meters)                     GEOID18
 HM0307  DYNAMIC HEIGHT  -       1642.534 (meters)     5388.88  (feet) COMP
 HM0307  MODELED GRAVITY -    979,433.5   (mgal)                       NAVD 88
 HM0307
 HM0307  VERT ORDER      -  FIRST     CLASS II
 HM0307
 HM0307.The horizontal coordinates were scaled from a map and have
 HM0307.an estimated accuracy of +/- 6 seconds.
 HM0307
 HM0307.The orthometric height was determined by differential leveling and
 HM0307.adjusted by the NATIONAL GEODETIC SURVEY
 HM0307.in June 1991.
 HM0307
 HM0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0307.GEOID18 height accuracy estimate available here.
 HM0307
 HM0307.Click photographs - Photos may exist for this station.
 HM0307
 HM0307.The dynamic height is computed by dividing the NAVD 88
 HM0307.geopotential number by the normal gravity value computed on the
 HM0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0307.degrees latitude (g = 980.6199 gals.).
 HM0307
 HM0307.The modeled gravity was interpolated from observed gravity values.
 HM0307
 HM0307;                    North         East    Units  Estimated Accuracy
 HM0307;SPC UT S     - 3,102,530.      667,210.      MT  (+/- 180 meters Scaled)
 HM0307
 HM0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG230596(NAD 83)
 HM0307
 HM0307                          SUPERSEDED SURVEY CONTROL
 HM0307
 HM0307  NGVD 29 (??/??/92) 1643.386  (m)         5391.68   (f) ADJ UNCH    1 2
 HM0307
 HM0307.Superseded values are not recommended for survey control.
 HM0307
 HM0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0307.See file dsdata.pdf to determine how the superseded data were derived.
 HM0307
 HM0307_MARKER: DB = BENCH MARK DISK
 HM0307_SETTING: 66 = SET IN ROCK OUTCROP
 HM0307_STAMPING: T 117 1958
 HM0307_MARK LOGO: CGS
 HM0307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0307+STABILITY: POSITION/ELEVATION WELL
 HM0307
 HM0307  HISTORY     - Date     Condition        Report By
 HM0307  HISTORY     - 1958     MONUMENTED       CGS
 HM0307  HISTORY     - 1959     GOOD             CGS
 HM0307  HISTORY     - 1979     GOOD             USGS
 HM0307  HISTORY     - 1979     GOOD             USGS
 HM0307
 HM0307                          STATION DESCRIPTION
 HM0307
 HM0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0307'12.15 MI SW FROM BLANDING.
 HM0307'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0307'BLANDING, THENCE 8.25 MILES WEST ALONG STATE HIGHWAY 95, 0.15 MILE
 HM0307'EAST OF THE INTERSECTION OF A NORTH-SOUTH CROSS ROAD, 0.1 MILE WEST OF
 HM0307'THE JUNCTION OF A DIRT ROAD NORTH-NORTHWEST, AT A SUMMIT, MIDWAY
 HM0307'BETWEEN WASHES, 63 FEET NORTHEAST OF THE CENTER OF THE SOUTHWEST MOST
 HM0307'WASH, IN THE TOP OF SLOPING SANDSTONE BEDROCK, 46 FEET SOUTH OF THE
 HM0307'CENTER LINE OF THE HIGHWAY, 14 FEET SOUTH OF A WITNESS POST, 1 1/2
 HM0307'FEET NORTHWEST OF A CAIRN, 2 FEET SOUTH OF THE LETTERS BM CUT IN THE
 HM0307'ROCK AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.
 HM0307
 HM0307                          STATION RECOVERY (1979)
 HM0307
 HM0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0307'4.0 MILES SOUTHALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0307'BLANDING THENCE 6.35 MILES WEST ALONG STATE HIGHWAY 95 TO A ROAD JCT.
 HM0307'NORTH, THENCE 1.0 MILE NORTH TO A Y RD WEST THENCE 0.8 MILE AT A
 HM0307'SUMMIT MIDWAY BETWEEN TWO WASHES, 63 FEET NORTHEAST OF THE CENTER OF
 HM0307'THE SOUTHWEST MOST WASH, 600 FEET NORTHEAST OF THE CENTERLINE OF THE
 HM0307'ROAD, 46 FEET SOUTH OF THE CENTER OF AN OLD ROAD SCAR IN THE TOP OF A
 HM0307'SLOPING SANDSTONE BEDROCK, 14 FEET SOUTH OF WITNESS POST, 2 FEET
 HM0307'SOUTH OF THE LETTERS BM CUT IN THE ROCK.
 HM0307
 HM0307                          STATION RECOVERY (1979)
 HM0307
 HM0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0307'4.0 MILES SOUTHALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0307'BLANDING THENCE 6.35 MILES WEST ALONG STATE HIGHWAY 95 TO A ROAD JCT.
 HM0307'NORTH, THENCE 1.0 MILE NORTH TO A Y RD WEST THENCE 0.8 MILE AT A
 HM0307'SUMMIT MIDWAY BETWEEN TWO WASHES, 63 FEET NORTHEAST OF THE CENTER OF
 HM0307'THE SOUTHWEST MOST WASH, 600 FEET NORTHEAST OF THE CENTERLINE OF THE
 HM0307'ROAD, 46 FEET SOUTH OF THE CENTER OF AN OLD ROAD SCAR IN THE TOP OF A
 HM0307'SLOPING SANDSTONE BEDROCK, 14 FEET SOUTH OF WITNESS POST, 2 FEET
 HM0307'SOUTH OF THE LETTERS BM CUT IN THE ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0322 ***********************************************************************
 HN0322  DESIGNATION -  T 12
 HN0322  PID         -  HN0322
 HN0322  STATE/COUNTY-  UT/GARFIELD
 HN0322  COUNTRY     -  US
 HN0322  USGS QUAD   -  THE POST (2017)
 HN0322
 HN0322                         *CURRENT SURVEY CONTROL
 HN0322  ______________________________________________________________________
 HN0322* NAD 83(1986) POSITION- 37 45 37.     (N) 110 57 49.     (W)   SCALED
 HN0322* NAVD 88 ORTHO HEIGHT -  1410.799 (meters)     4628.60  (feet) POSTED
 HN0322  ______________________________________________________________________
 HN0322  GEOID HEIGHT    -        -21.137 (meters)                     GEOID18
 HN0322  DYNAMIC HEIGHT  -       1409.21  (meters)     4623.4   (feet) COMP
 HN0322  MODELED GRAVITY -    979,453.1   (mgal)                       NAVD 88
 HN0322
 HN0322  VERT ORDER      -  * POSTED, SEE BELOW
 HN0322
 HN0322.The horizontal coordinates were scaled from a map and have
 HN0322.an estimated accuracy of +/- 6 seconds.
 HN0322
 HN0322.The orthometric height was determined by differential leveling
 HN0322.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0322
 HN0322.* This is a POSTED BENCH MARK height.
 HN0322
 HN0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0322.GEOID18 height accuracy estimate available here.
 HN0322
 HN0322.Click photographs - Photos may exist for this station.
 HN0322
 HN0322.The dynamic height is computed by dividing the NAVD 88
 HN0322.geopotential number by the normal gravity value computed on the
 HN0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0322.degrees latitude (g = 980.6199 gals.).
 HN0322
 HN0322.The modeled gravity was interpolated from observed gravity values.
 HN0322
 HN0322;                    North         East    Units  Estimated Accuracy
 HN0322;SPC UT S     - 3,121,510.      547,260.      MT  (+/- 180 meters Scaled)
 HN0322
 HN0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG032792(NAD 83)
 HN0322
 HN0322                          SUPERSEDED SURVEY CONTROL
 HN0322
 HN0322  NGVD 29 (??/??/92) 1409.663  (m)         4624.87   (f) ADJ UNCH    1 2
 HN0322
 HN0322.Superseded values are not recommended for survey control.
 HN0322
 HN0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0322.See file dsdata.pdf to determine how the superseded data were derived.
 HN0322
 HN0322_MARKER: DB = BENCH MARK DISK
 HN0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0322_STAMPING: T 12 1921
 HN0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0322+STABILITY: SURFACE MOTION
 HN0322
 HN0322  HISTORY     - Date     Condition        Report By
 HN0322  HISTORY     - 1921     MONUMENTED       CGS
 HN0322
 HN0322                          STATION DESCRIPTION
 HN0322
 HN0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 HN0322'0.25 MI N FROM MULEY TANKS.
 HN0322'1/4 MILE NORTH ALONG THE HALLS CROSSING ROAD FROM MULEY TANKS,
 HN0322'GARFIELD COUNTY, 1/2 MILE SOUTH OF THE POINT WHERE CIRCLE CLIFFS OIL
 HN0322'ROAD STARTS UP MULEY TWIST CANYON, 100 FEET WEST OF MULEY WASH, AND 16
 HN0322'FEET EAST OF THE ROAD.  A STANDARD DISK, STAMPED T 12 1921 AND SET IN
 HN0322'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0282 ***********************************************************************
 HO0282  DESIGNATION -  T 123
 HO0282  PID         -  HO0282
 HO0282  STATE/COUNTY-  UT/WASHINGTON
 HO0282  COUNTRY     -  US
 HO0282  USGS QUAD   -  ENTERPRISE (2017)
 HO0282
 HO0282                         *CURRENT SURVEY CONTROL
 HO0282  ______________________________________________________________________
 HO0282* NAD 83(1986) POSITION- 37 30 15.     (N) 113 38 03.     (W)   SCALED
 HO0282* NAVD 88 ORTHO HEIGHT -  1799.424 (meters)     5903.61  (feet) ADJUSTED
 HO0282  ______________________________________________________________________
 HO0282  GEOID HEIGHT    -        -23.163 (meters)                     GEOID18
 HO0282  DYNAMIC HEIGHT  -       1797.312 (meters)     5896.68  (feet) COMP
 HO0282  MODELED GRAVITY -    979,392.5   (mgal)                       NAVD 88
 HO0282
 HO0282  VERT ORDER      -  SECOND    CLASS 0
 HO0282
 HO0282.The horizontal coordinates were scaled from a map and have
 HO0282.an estimated accuracy of +/- 6 seconds.
 HO0282
 HO0282.The orthometric height was determined by differential leveling and
 HO0282.adjusted by the NATIONAL GEODETIC SURVEY
 HO0282.in June 1991.
 HO0282
 HO0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0282.GEOID18 height accuracy estimate available here.
 HO0282
 HO0282.Click photographs - Photos may exist for this station.
 HO0282
 HO0282.The dynamic height is computed by dividing the NAVD 88
 HO0282.geopotential number by the normal gravity value computed on the
 HO0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0282.degrees latitude (g = 980.6199 gals.).
 HO0282
 HO0282.The modeled gravity was interpolated from observed gravity values.
 HO0282
 HO0282;                    North         East    Units  Estimated Accuracy
 HO0282;SPC UT S     - 3,095,100.      311,320.      MT  (+/- 180 meters Scaled)
 HO0282
 HO0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG671540(NAD 83)
 HO0282
 HO0282                          SUPERSEDED SURVEY CONTROL
 HO0282
 HO0282  NGVD 29 (??/??/92) 1798.28   (m)         5899.9    (f) COMPUTED    2 0
 HO0282
 HO0282.Superseded values are not recommended for survey control.
 HO0282
 HO0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0282.See file dsdata.pdf to determine how the superseded data were derived.
 HO0282
 HO0282_MARKER: DB = BENCH MARK DISK
 HO0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0282_STAMPING: T 123 1934
 HO0282_MARK LOGO: CGS
 HO0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0282+STABILITY: SURFACE MOTION
 HO0282
 HO0282  HISTORY     - Date     Condition        Report By
 HO0282  HISTORY     - 1934     MONUMENTED       CGS
 HO0282  HISTORY     - 1972     GOOD             USFS
 HO0282
 HO0282                          STATION DESCRIPTION
 HO0282
 HO0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0282'8.4 MI S FROM ENTERPRISE.
 HO0282'8.4 MILES SOUTH ALONG THE 1934 ROUTE OF STATE HIGHWAY 18 FROM
 HO0282'ENTERPRISE, WASHINGTON COUNTY, 31 FEET WEST OF THE CENTERLINE OF THE
 HO0282'OLD HIGHWAY, 21 FEET SOUTH OF TELEPHONE POLE 10960, 14 FEET SOUTH OF A
 HO0282'GATE, AND 3 FEET EAST OF THE FENCE LINE.  A STANDARD DISK, STAMPED T
 HO0282'123 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HO0282
 HO0282                          STATION RECOVERY (1972)
 HO0282
 HO0282'RECOVERY NOTE BY US FOREST SERVICE 1972
 HO0282'6.3 MILES NORTH ALONG STATE HWY. 18 FROM THE INTERSECTION OF STATE
 HO0282'HWY. 18 AND THE PINE VALLEY ROAD EAST, IN WASHINGTON COUNTY, 0.1 MILE
 HO0282'WEST OF HIGHWAY ALONG A N-S FENCE, 14 FEET SOUTH OF A GATE. A
 HO0282'STANDARD DISK, STAMPED T 123 1934 AND SET IN THE TOP OF A CONCRETE
 HO0282'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0457 ***********************************************************************
 MR0457  DESIGNATION -  T 125
 MR0457  PID         -  MR0457
 MR0457  STATE/COUNTY-  UT/CACHE
 MR0457  COUNTRY     -  US
 MR0457  USGS QUAD   -  MOUNT ELMER (2017)
 MR0457
 MR0457                         *CURRENT SURVEY CONTROL
 MR0457  ______________________________________________________________________
 MR0457* NAD 83(1986) POSITION- 41 45 05.     (N) 111 43 34.     (W)   SCALED
 MR0457* NAVD 88 ORTHO HEIGHT -  1528.009 (meters)     5013.14  (feet) ADJUSTED
 MR0457  ______________________________________________________________________
 MR0457  GEOID HEIGHT    -        -15.014 (meters)                     GEOID18
 MR0457  DYNAMIC HEIGHT  -       1526.837 (meters)     5009.30  (feet) COMP
 MR0457  MODELED GRAVITY -    979,802.8   (mgal)                       NAVD 88
 MR0457
 MR0457  VERT ORDER      -  SECOND    CLASS 0
 MR0457
 MR0457.The horizontal coordinates were scaled from a map and have
 MR0457.an estimated accuracy of +/- 6 seconds.
 MR0457
 MR0457.The orthometric height was determined by differential leveling and
 MR0457.adjusted by the NATIONAL GEODETIC SURVEY
 MR0457.in June 1991.
 MR0457
 MR0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0457.GEOID18 height accuracy estimate available here.
 MR0457
 MR0457.Click photographs - Photos may exist for this station.
 MR0457
 MR0457.The dynamic height is computed by dividing the NAVD 88
 MR0457.geopotential number by the normal gravity value computed on the
 MR0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0457.degrees latitude (g = 980.6199 gals.).
 MR0457
 MR0457.The modeled gravity was interpolated from observed gravity values.
 MR0457
 MR0457;                    North         East    Units  Estimated Accuracy
 MR0457;SPC UT N     - 1,157,500.      481,190.      MT  (+/- 180 meters Scaled)
 MR0457
 MR0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM396224(NAD 83)
 MR0457
 MR0457                          SUPERSEDED SURVEY CONTROL
 MR0457
 MR0457  NGVD 29 (??/??/92) 1526.888  (m)         5009.47   (f) ADJ UNCH    2 0
 MR0457
 MR0457.Superseded values are not recommended for survey control.
 MR0457
 MR0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0457.See file dsdata.pdf to determine how the superseded data were derived.
 MR0457
 MR0457_MARKER: DB = BENCH MARK DISK
 MR0457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0457_SP_SET: BRIDGE
 MR0457_STAMPING: T 125 1934
 MR0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0457
 MR0457  HISTORY     - Date     Condition        Report By
 MR0457  HISTORY     - 1934     MONUMENTED       CGS
 MR0457
 MR0457                          STATION DESCRIPTION
 MR0457
 MR0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0457'6.1 MI NE FROM LOGAN.
 MR0457'ABOUT 6.1 MILES NORTHEAST ALONG U.S. HIGHWAY 89 FROM THE JUNIOR HIGH
 MR0457'SCHOOL AT LOGAN, CACHE COUNTY, ABOUT 0.3 MILE NORTHEAST OF THE CAMP LA
 MR0457'MAR MONUMENT, ABOUT 0.2 MILE SOUTHWEST OF AN INTAKE AND DIVERSION DAM,
 MR0457'AT THE CONCRETE BRIDGE OVER THE CITY WATER MAIN, IN THE TOP OF THE
 MR0457'WEST HEAD WALL, 8 FEET NORTHWEST OF THE CENTER LINE OF THE WATER MAIN,
 MR0457'AND 16 FEET WEST OF THE HIGHWAY.  A STANDARD DISK, STAMPED T 125 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0257 ***********************************************************************
 MR0257  DESIGNATION -  T 126
 MR0257  PID         -  MR0257
 MR0257  STATE/COUNTY-  UT/RICH
 MR0257  COUNTRY     -  US
 MR0257  USGS QUAD   -  SAGE CREEK (2017)
 MR0257
 MR0257                         *CURRENT SURVEY CONTROL
 MR0257  ______________________________________________________________________
 MR0257* NAD 83(1986) POSITION- 41 47 30.     (N) 111 14 06.     (W)   SCALED
 MR0257* NAVD 88 ORTHO HEIGHT -  2097.580 (meters)     6881.81  (feet) ADJUSTED
 MR0257  ______________________________________________________________________
 MR0257  GEOID HEIGHT    -        -14.609 (meters)                     GEOID18
 MR0257  DYNAMIC HEIGHT  -       2095.773 (meters)     6875.88  (feet) COMP
 MR0257  MODELED GRAVITY -    979,686.0   (mgal)                       NAVD 88
 MR0257
 MR0257  VERT ORDER      -  SECOND    CLASS 0
 MR0257
 MR0257.The horizontal coordinates were scaled from a map and have
 MR0257.an estimated accuracy of +/- 6 seconds.
 MR0257
 MR0257.The orthometric height was determined by differential leveling and
 MR0257.adjusted by the NATIONAL GEODETIC SURVEY
 MR0257.in June 1991.
 MR0257
 MR0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0257.GEOID18 height accuracy estimate available here.
 MR0257
 MR0257.Click photographs - Photos may exist for this station.
 MR0257
 MR0257.The dynamic height is computed by dividing the NAVD 88
 MR0257.geopotential number by the normal gravity value computed on the
 MR0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0257.degrees latitude (g = 980.6199 gals.).
 MR0257
 MR0257.The modeled gravity was interpolated from observed gravity values.
 MR0257
 MR0257;                    North         East    Units  Estimated Accuracy
 MR0257;SPC UT N     - 1,161,990.      522,030.      MT  (+/- 180 meters Scaled)
 MR0257
 MR0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM804266(NAD 83)
 MR0257
 MR0257                          SUPERSEDED SURVEY CONTROL
 MR0257
 MR0257  NGVD 29 (??/??/92) 2096.233  (m)         6877.39   (f) ADJ UNCH    2 0
 MR0257
 MR0257.Superseded values are not recommended for survey control.
 MR0257
 MR0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0257.See file dsdata.pdf to determine how the superseded data were derived.
 MR0257
 MR0257_MARKER: DB = BENCH MARK DISK
 MR0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0257_STAMPING: T 126 1934
 MR0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0257+STABILITY: SURFACE MOTION
 MR0257
 MR0257  HISTORY     - Date     Condition        Report By
 MR0257  HISTORY     - 1934     MONUMENTED       CGS
 MR0257  HISTORY     - 1969     GOOD             USGS
 MR0257
 MR0257                          STATION DESCRIPTION
 MR0257
 MR0257'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 MR0257'4.1 MI SE FROM LAKETOWN.
 MR0257'LAKETOWN, JCT. OF STATE HWY. 145, 4.1 MILES SE OF VIA STATE HWY. 30,
 MR0257'THENCE 1.7 MILES SE VIA OLD ROAD, 600 FEET EAST OF A ROCK CULVERT, AT
 MR0257'A SHALLOW THROUGH CUT, 33 FEET NORTH OF CENTER OF ROAD, 3 FEET NORTH
 MR0257'OF A WITNESS POST, A STANDARD DISC. SET IN TOP OF A BURIED CONCRETE
 MR0257'POST, PROJECTING 0.4 FT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0207 ***********************************************************************
 HM0207  DESIGNATION -  T 127
 HM0207  PID         -  HM0207
 HM0207  STATE/COUNTY-  UT/SAN JUAN
 HM0207  COUNTRY     -  US
 HM0207  USGS QUAD   -  MONTICELLO NORTH (2017)
 HM0207
 HM0207                         *CURRENT SURVEY CONTROL
 HM0207  ______________________________________________________________________
 HM0207* NAD 83(1986) POSITION- 37 52 38.57   (N) 109 16 41.89   (W)   HD_HELD1
 HM0207* NAVD 88 ORTHO HEIGHT -  2043.953 (meters)     6705.87  (feet) ADJUSTED
 HM0207  ______________________________________________________________________
 HM0207  GEOID HEIGHT    -        -18.949 (meters)                     GEOID18
 HM0207  DYNAMIC HEIGHT  -       2041.499 (meters)     6697.82  (feet) COMP
 HM0207  MODELED GRAVITY -    979,355.9   (mgal)                       NAVD 88
 HM0207
 HM0207  VERT ORDER      -  SECOND    CLASS 0
 HM0207
 HM0207.The horizontal coordinates were determined by differentially corrected
 HM0207.hand held GPS observations or other comparable positioning techniques
 HM0207.and have an estimated accuracy of +/- 3 meters.
 HM0207
 HM0207.The orthometric height was determined by differential leveling and
 HM0207.adjusted by the NATIONAL GEODETIC SURVEY
 HM0207.in June 1991.
 HM0207
 HM0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0207.GEOID18 height accuracy estimate available here.
 HM0207
 HM0207.Click photographs - Photos may exist for this station.
 HM0207
 HM0207.The dynamic height is computed by dividing the NAVD 88
 HM0207.geopotential number by the normal gravity value computed on the
 HM0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0207.degrees latitude (g = 980.6199 gals.).
 HM0207
 HM0207.The modeled gravity was interpolated from observed gravity values.
 HM0207
 HM0207;                    North         East    Units  Estimated Accuracy
 HM0207;SPC UT S     - 3,136,691.2     695,434.0     MT  (+/- 3 meters HH1 GPS) 
 HM0207
 HM0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG5141793607(NAD 83)
 HM0207
 HM0207                          SUPERSEDED SURVEY CONTROL
 HM0207
 HM0207  NGVD 29 (??/??/92) 2042.791  (m)         6702.06   (f) ADJ UNCH    2 0
 HM0207
 HM0207.Superseded values are not recommended for survey control.
 HM0207
 HM0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0207.See file dsdata.pdf to determine how the superseded data were derived.
 HM0207
 HM0207_MARKER: DB = BENCH MARK DISK
 HM0207_SETTING: 66 = SET IN ROCK OUTCROP
 HM0207_STAMPING: T 127 1934
 HM0207_MARK LOGO: CGS
 HM0207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0207+STABILITY: POSITION/ELEVATION WELL
 HM0207
 HM0207  HISTORY     - Date     Condition        Report By
 HM0207  HISTORY     - 1934     MONUMENTED       CGS
 HM0207  HISTORY     - 1980     GOOD             USGS
 HM0207
 HM0207                          STATION DESCRIPTION
 HM0207
 HM0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0207'3.6 MI E FROM MONTICELLO.
 HM0207'3.6 MILES EAST OF, ALONG U.S. HWY. 450, FROM MONTICELLO PUBLIC SCHOOL.
 HM0207'150 FEET NORTH OF NORTH END OF HIGHWAY CURVE.  133 FEET SOUTHEAST OF
 HM0207'SOUTH END OF WOODEN HIGHWAY BRIDGE OVER SMALL CANYON. 70 FEET EAST OF
 HM0207'CENTERLINE OF U.S. HWY. 450.  15 FEET EAST OF LONE CEDAR TREE, 1 FOOT
 HM0207'IN DIAMETER AT BASE.  BRONZE TABLET SET HORIZONTALLY IN TOP OF
 HM0207'SANDSTONE WALL TO CANYON.
 HM0207
 HM0207                          STATION RECOVERY (1980)
 HM0207
 HM0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0207'SAN JUAN CO. COURT HOUSE AT MONTICELLO UT., 1 BLOCK NORTH TO JCT. OF
 HM0207'US 666 AND US 163, 3.6 MILES EAST ALONG US 666 TO A DIM ROAD NORTH
 HM0207'LEADING TO A SMALL GRAVEL PIT, 0.05 MI WEST OF A DRAIN CROSSING OVER
 HM0207'VEGA CREEK, TURN NORTH FELLOW DIM ROAD (OLD HIGHWAY BED) 0.4 MILES TO
 HM0207'VEGA CREEK AND REMAINS OF AN OLD BRIDGE, 140 FT. SOUTHEAST OF THE
 HM0207'CENTER OF THE DRAIN AT BRIDGE, IN THE TOP OF THE SANDSTONE WALL OF
 HM0207'THE CANYON , 75 EAST OF A DIM TRAIL, 16 FT. EAST OF A SMALL CEDAR 14
 HM0207'INCHES IN DIAMETER AT THE BASE, A STANDARD TABLET STAMPED T 127 1933.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0203 ***********************************************************************
 KN0203  DESIGNATION -  T 131
 KN0203  PID         -  KN0203
 KN0203  STATE/COUNTY-  UT/SANPETE
 KN0203  COUNTRY     -  US
 KN0203  USGS QUAD   -  FAIRVIEW LAKES (2017)
 KN0203
 KN0203                         *CURRENT SURVEY CONTROL
 KN0203  ______________________________________________________________________
 KN0203* NAD 83(1986) POSITION- 39 39 14.     (N) 111 17 32.     (W)   SCALED
 KN0203* NAVD 88 ORTHO HEIGHT -  2710.760 (meters)     8893.55  (feet) ADJUSTED
 KN0203  ______________________________________________________________________
 KN0203  GEOID HEIGHT    -        -16.117 (meters)                     GEOID18
 KN0203  DYNAMIC HEIGHT  -       2707.636 (meters)     8883.30  (feet) COMP
 KN0203  MODELED GRAVITY -    979,374.8   (mgal)                       NAVD 88
 KN0203
 KN0203  VERT ORDER      -  SECOND    CLASS 0
 KN0203
 KN0203.The horizontal coordinates were scaled from a map and have
 KN0203.an estimated accuracy of +/- 6 seconds.
 KN0203
 KN0203.The orthometric height was determined by differential leveling and
 KN0203.adjusted by the NATIONAL GEODETIC SURVEY
 KN0203.in June 1991.
 KN0203
 KN0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0203.GEOID18 height accuracy estimate available here.
 KN0203
 KN0203.Click photographs - Photos may exist for this station.
 KN0203
 KN0203.The dynamic height is computed by dividing the NAVD 88
 KN0203.geopotential number by the normal gravity value computed on the
 KN0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0203.degrees latitude (g = 980.6199 gals.).
 KN0203
 KN0203.The modeled gravity was interpolated from observed gravity values.
 KN0203
 KN0203;                    North         East    Units  Estimated Accuracy
 KN0203;SPC UT C     - 2,146,630.      517,830.      MT  (+/- 180 meters Scaled)
 KN0203
 KN0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ749893(NAD 83)
 KN0203
 KN0203                          SUPERSEDED SURVEY CONTROL
 KN0203
 KN0203  NGVD 29 (??/??/92) 2709.348  (m)         8888.92   (f) ADJ UNCH    2 0
 KN0203
 KN0203.Superseded values are not recommended for survey control.
 KN0203
 KN0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0203.See file dsdata.pdf to determine how the superseded data were derived.
 KN0203
 KN0203_MARKER: DB = BENCH MARK DISK
 KN0203_SETTING: 66 = SET IN ROCK OUTCROP
 KN0203_STAMPING: T 131 1935
 KN0203_MARK LOGO: CGS
 KN0203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0203+STABILITY: POSITION/ELEVATION WELL
 KN0203
 KN0203  HISTORY     - Date     Condition        Report By
 KN0203  HISTORY     - 1935     MONUMENTED       CGS
 KN0203
 KN0203                          STATION DESCRIPTION
 KN0203
 KN0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0203'11.1 MI E FROM FAIRVIEW.
 KN0203'ABOUT 11.1 MILES EAST ALONG STATE HIGHWAY 31 FROM THE POST OFFICE AT
 KN0203'FAIRVIEW, SANPETE COUNTY, ABOUT 0.3 MILE EAST OF A CIVILIAN
 KN0203'CONSERVATION CORPS CAMP, ABOUT 0.2 MILE NORTH OF A LOG CABIN, ON A
 KN0203'SMALL HILL, ABOUT 72 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND
 KN0203'IN THE TOP OF A SANDSTONE OUTCROP.  A STANDARD DISK, STAMPED T 131
 KN0203'1935.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0295 ***********************************************************************
 MR0295  DESIGNATION -  T 132
 MR0295  PID         -  MR0295
 MR0295  STATE/COUNTY-  UT/SUMMIT
 MR0295  COUNTRY     -  US
 MR0295  USGS QUAD   -  SHEARING CORRAL (2017)
 MR0295
 MR0295                         *CURRENT SURVEY CONTROL
 MR0295  ______________________________________________________________________
 MR0295* NAD 83(1986) POSITION- 41 10 40.     (N) 111 08 36.     (W)   SCALED
 MR0295* NAVD 88 ORTHO HEIGHT -  2026.557 (meters)     6648.80  (feet) ADJUSTED
 MR0295  ______________________________________________________________________
 MR0295  GEOID HEIGHT    -        -15.410 (meters)                     GEOID18
 MR0295  DYNAMIC HEIGHT  -       2024.686 (meters)     6642.66  (feet) COMP
 MR0295  MODELED GRAVITY -    979,628.4   (mgal)                       NAVD 88
 MR0295
 MR0295  VERT ORDER      -  FIRST     CLASS II
 MR0295
 MR0295.The horizontal coordinates were scaled from a map and have
 MR0295.an estimated accuracy of +/- 6 seconds.
 MR0295
 MR0295.The orthometric height was determined by differential leveling and
 MR0295.adjusted by the NATIONAL GEODETIC SURVEY
 MR0295.in June 1991.
 MR0295
 MR0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0295.GEOID18 height accuracy estimate available here.
 MR0295
 MR0295.Click photographs - Photos may exist for this station.
 MR0295
 MR0295.The dynamic height is computed by dividing the NAVD 88
 MR0295.geopotential number by the normal gravity value computed on the
 MR0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0295.degrees latitude (g = 980.6199 gals.).
 MR0295
 MR0295.The modeled gravity was interpolated from observed gravity values.
 MR0295
 MR0295;                    North         East    Units  Estimated Accuracy
 MR0295;SPC UT N     - 1,093,840.      529,930.      MT  (+/- 180 meters Scaled)
 MR0295
 MR0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL879585(NAD 83)
 MR0295
 MR0295                          SUPERSEDED SURVEY CONTROL
 MR0295
 MR0295  NGVD 29 (??/??/92) 2025.149  (m)         6644.18   (f) ADJ UNCH    1 2
 MR0295
 MR0295.Superseded values are not recommended for survey control.
 MR0295
 MR0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0295.See file dsdata.pdf to determine how the superseded data were derived.
 MR0295
 MR0295_MARKER: DB = BENCH MARK DISK
 MR0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0295_SP_SET: TUNNEL WALL
 MR0295_STAMPING: T 132 1958
 MR0295_MARK LOGO: CGS
 MR0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0295
 MR0295  HISTORY     - Date     Condition        Report By
 MR0295  HISTORY     - 1958     MONUMENTED       CGS
 MR0295  HISTORY     - 1983     GOOD             NGS
 MR0295
 MR0295                          STATION DESCRIPTION
 MR0295
 MR0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0295'2.75 MI SW FROM WAHSATCH.
 MR0295'ABOUT 2.75 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0295'STATION AT WAHSATCH, ABOUT 0.35 MILE SOUTHWEST OF MILEPOST 930, SET
 MR0295'VERTICALLY IN THE SOUTHWEST END OF THE SOUTHEAST CONCRETE WALL OF
 MR0295'TUNNEL NUMBER 4, 7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 1
 MR0295'1/2 FEET ABOVE THE LEVEL OF THE TRACKS.
 MR0295
 MR0295                          STATION RECOVERY (1983)
 MR0295
 MR0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0295'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0369 ***********************************************************************
 MR0369  DESIGNATION -  T 134
 MR0369  PID         -  MR0369
 MR0369  STATE/COUNTY-  UT/MORGAN
 MR0369  COUNTRY     -  US
 MR0369  USGS QUAD   -  SNOW BASIN (2017)
 MR0369
 MR0369                         *CURRENT SURVEY CONTROL
 MR0369  ______________________________________________________________________
 MR0369* NAD 83(1986) POSITION- 41 07 48.     (N) 111 46 34.     (W)   SCALED
 MR0369* NAVD 88 ORTHO HEIGHT -  1485.154 (meters)     4872.54  (feet) ADJUSTED
 MR0369  ______________________________________________________________________
 MR0369  GEOID HEIGHT    -        -16.252 (meters)                     GEOID18
 MR0369  DYNAMIC HEIGHT  -       1483.941 (meters)     4868.56  (feet) COMP
 MR0369  MODELED GRAVITY -    979,756.0   (mgal)                       NAVD 88
 MR0369
 MR0369  VERT ORDER      -  FIRST     CLASS II
 MR0369
 MR0369.The horizontal coordinates were scaled from a map and have
 MR0369.an estimated accuracy of +/- 6 seconds.
 MR0369
 MR0369.The orthometric height was determined by differential leveling and
 MR0369.adjusted by the NATIONAL GEODETIC SURVEY
 MR0369.in June 1991.
 MR0369
 MR0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0369.GEOID18 height accuracy estimate available here.
 MR0369
 MR0369.Click photographs - Photos may exist for this station.
 MR0369
 MR0369.The dynamic height is computed by dividing the NAVD 88
 MR0369.geopotential number by the normal gravity value computed on the
 MR0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0369.degrees latitude (g = 980.6199 gals.).
 MR0369
 MR0369.The modeled gravity was interpolated from observed gravity values.
 MR0369
 MR0369;                    North         East    Units  Estimated Accuracy
 MR0369;SPC UT N     - 1,088,510.      476,820.      MT  (+/- 180 meters Scaled)
 MR0369
 MR0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL348534(NAD 83)
 MR0369
 MR0369                          SUPERSEDED SURVEY CONTROL
 MR0369
 MR0369  NGVD 29 (??/??/92) 1484.007  (m)         4868.78   (f) SUPERSEDED  1 2
 MR0369  NGVD 29 (06/08/92) 1484.070  (m)         4868.99   (f) ADJUSTED    1 2
 MR0369
 MR0369.Superseded values are not recommended for survey control.
 MR0369
 MR0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0369.See file dsdata.pdf to determine how the superseded data were derived.
 MR0369
 MR0369_MARKER: DB = BENCH MARK DISK
 MR0369_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0369_SP_SET: FOUNDATION
 MR0369_STAMPING: T 134 1958
 MR0369_MARK LOGO: CGS
 MR0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0369
 MR0369  HISTORY     - Date     Condition        Report By
 MR0369  HISTORY     - 1958     MONUMENTED       CGS
 MR0369  HISTORY     - 1983     GOOD             NGS
 MR0369
 MR0369                          STATION DESCRIPTION
 MR0369
 MR0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0369'8.5 MI NW FROM MORGAN.
 MR0369'ABOUT 8.5 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0369'STATION AT MORGAN, 20 TELEPHONE POLES NORTHWEST OF MILE POST 976, IN
 MR0369'THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF OVERHEAD
 MR0369'SIGNAL NUMBER 976.5, 5 1/2 FEET SOUTH OF THE NEAR RAIL, AND ABOUT
 MR0369'LEVEL WITH THE TRACK.
 MR0369
 MR0369                          STATION RECOVERY (1983)
 MR0369
 MR0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0369'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MR0369'FOLLOWING EXCEPTION, ADD THE SIGNAL HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0346 ***********************************************************************
 MR0346  DESIGNATION -  T 135
 MR0346  PID         -  MR0346
 MR0346  STATE/COUNTY-  UT/MORGAN
 MR0346  COUNTRY     -  US
 MR0346  USGS QUAD   -  DEVILS SLIDE (2017)
 MR0346
 MR0346                         *CURRENT SURVEY CONTROL
 MR0346  ______________________________________________________________________
 MR0346* NAD 83(1986) POSITION- 41 03 32.     (N) 111 32 26.     (W)   SCALED
 MR0346* NAVD 88 ORTHO HEIGHT -  1604.682 (meters)     5264.69  (feet) ADJUSTED
 MR0346  ______________________________________________________________________
 MR0346  GEOID HEIGHT    -        -16.033 (meters)                     GEOID18
 MR0346  DYNAMIC HEIGHT  -       1603.307 (meters)     5260.18  (feet) COMP
 MR0346  MODELED GRAVITY -    979,711.6   (mgal)                       NAVD 88
 MR0346
 MR0346  VERT ORDER      -  FIRST     CLASS II
 MR0346
 MR0346.The horizontal coordinates were scaled from a map and have
 MR0346.an estimated accuracy of +/- 6 seconds.
 MR0346
 MR0346.The orthometric height was determined by differential leveling and
 MR0346.adjusted by the NATIONAL GEODETIC SURVEY
 MR0346.in June 1991.
 MR0346
 MR0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0346.GEOID18 height accuracy estimate available here.
 MR0346
 MR0346.Click photographs - Photos may exist for this station.
 MR0346
 MR0346.The dynamic height is computed by dividing the NAVD 88
 MR0346.geopotential number by the normal gravity value computed on the
 MR0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0346.degrees latitude (g = 980.6199 gals.).
 MR0346
 MR0346.The modeled gravity was interpolated from observed gravity values.
 MR0346
 MR0346;                    North         East    Units  Estimated Accuracy
 MR0346;SPC UT N     - 1,080,570.      496,590.      MT  (+/- 180 meters Scaled)
 MR0346
 MR0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL545454(NAD 83)
 MR0346
 MR0346                          SUPERSEDED SURVEY CONTROL
 MR0346
 MR0346  NGVD 29 (??/??/92) 1603.437  (m)         5260.61   (f) ADJ UNCH    1 2
 MR0346
 MR0346.Superseded values are not recommended for survey control.
 MR0346
 MR0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0346.See file dsdata.pdf to determine how the superseded data were derived.
 MR0346
 MR0346_MARKER: DB = BENCH MARK DISK
 MR0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0346_SP_SET: BRIDGE
 MR0346_STAMPING: T 135 1958
 MR0346_MARK LOGO: CGS
 MR0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0346
 MR0346  HISTORY     - Date     Condition        Report By
 MR0346  HISTORY     - 1958     MONUMENTED       CGS
 MR0346  HISTORY     - 1961     MARK NOT FOUND   USGS
 MR0346  HISTORY     - 19871101 MARK NOT FOUND   USGS
 MR0346
 MR0346                          STATION DESCRIPTION
 MR0346
 MR0346'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 MR0346'0.3 MI E FROM DEVILS SLIDE.
 MR0346'0.3 MILE EAST ALONG U. S. HIGHWAY 30S FROM THE UNION PACIFIC RAILROAD
 MR0346'STATION AT DEVILS SLIDE, IN THE TOP OF A CONCRETE WALKWAY 0.1 MILE
 MR0346'SOUTH OF THE RAILROAD BRIDGE, AT THE EAST END OF THE CONCRETE HIGHWAY
 MR0346'OVERPASS OVER THE HIGHWAY LEADING INTO DEVILS SLIDE, 19 FEET SOUTH OF
 MR0346'THE CENTER LINE OF THE HIGHWAY, 7 FEET WEST OF THE EAST END OF THE
 MR0346'BRIDGE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 MR0346
 MR0346                          STATION RECOVERY (1987)
 MR0346
 MR0346'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (GH)
 MR0346'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0091 ***********************************************************************
 HO0091  DESIGNATION -  T 137
 HO0091  PID         -  HO0091
 HO0091  STATE/COUNTY-  UT/KANE
 HO0091  COUNTRY     -  US
 HO0091  USGS QUAD   -  JOHNSON LAKES (2017)
 HO0091
 HO0091                         *CURRENT SURVEY CONTROL
 HO0091  ______________________________________________________________________
 HO0091* NAD 83(1986) POSITION- 37 02 23.6    (N) 112 15 14.1    (W)   HD_HELD2
 HO0091* NAVD 88 ORTHO HEIGHT -  1632.342 (meters)     5355.44  (feet) ADJUSTED
 HO0091  ______________________________________________________________________
 HO0091  GEOID HEIGHT    -        -22.162 (meters)                     GEOID18
 HO0091  DYNAMIC HEIGHT  -       1630.416 (meters)     5349.12  (feet) COMP
 HO0091  MODELED GRAVITY -    979,394.0   (mgal)                       NAVD 88
 HO0091
 HO0091  VERT ORDER      -  FIRST     CLASS II
 HO0091
 HO0091.The horizontal coordinates were established by autonomous hand held GPS
 HO0091.observations and have an estimated accuracy of +/- 10 meters.
 HO0091
 HO0091.The orthometric height was determined by differential leveling and
 HO0091.adjusted by the NATIONAL GEODETIC SURVEY
 HO0091.in June 1991.
 HO0091
 HO0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0091.GEOID18 height accuracy estimate available here.
 HO0091
 HO0091.Click photographs - Photos may exist for this station.
 HO0091
 HO0091.The dynamic height is computed by dividing the NAVD 88
 HO0091.geopotential number by the normal gravity value computed on the
 HO0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0091.degrees latitude (g = 980.6199 gals.).
 HO0091
 HO0091.The modeled gravity was interpolated from observed gravity values.
 HO0091
 HO0091;                    North         East    Units  Estimated Accuracy
 HO0091;SPC UT S     - 3,041,692.      432,926.      MT  (+/- 10 meters HH2 GPS)
 HO0091
 HO0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG8848700032(NAD 83)
 HO0091
 HO0091                          SUPERSEDED SURVEY CONTROL
 HO0091
 HO0091  NGVD 29 (??/??/92) 1631.333  (m)         5352.13   (f) ADJ UNCH    1 2
 HO0091
 HO0091.Superseded values are not recommended for survey control.
 HO0091
 HO0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0091.See file dsdata.pdf to determine how the superseded data were derived.
 HO0091
 HO0091_MARKER: DB = BENCH MARK DISK
 HO0091_SETTING: 66 = SET IN ROCK OUTCROP
 HO0091_STAMPING: T 137 1962
 HO0091_MARK LOGO: CGS
 HO0091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0091+STABILITY: POSITION/ELEVATION WELL
 HO0091
 HO0091  HISTORY     - Date     Condition        Report By
 HO0091  HISTORY     - 1962     MONUMENTED       CGS
 HO0091  HISTORY     - 1983     GOOD             NGS
 HO0091
 HO0091                          STATION DESCRIPTION
 HO0091
 HO0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0091'16.25 MI E FROM KANAB.
 HO0091'ABOUT 16.25 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY
 HO0091'SAINTS CHURCH AT KANAB, 0.15 MILE WEST OF A BRIDGE OVER SEAMAN WASH,
 HO0091'47 FEET NORTHWEST OF A POWER POLE, 11 FEET SOUTHWEST OF A 16-INCH
 HO0091'CEDAR TREE, 19 FEET NORTH OF A FENCE, 140 FEET SOUTH OF THE CENTER
 HO0091'LINE OF THE HIGHWAY, 16.0 FEET SOUTHEAST OF A METAL WITNESS POST,
 HO0091'ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 HO0091'ROCK OUTCROP.
 HO0091
 HO0091                          STATION RECOVERY (1983)
 HO0091
 HO0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0091'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  25.45 KM
 HO0091'(15.9 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0091'SAINTS IN KANAB, IN TOP OF AND 1.3 METERS (4.5 FT) EAST OF THE WEST
 HO0091'EDGE OF A 9- BY 10-FOOT SANDSTONE OUTCROP PROJECTING 1 FOOT ABOVE THE
 HO0091'SURFACE OF THE GROUND, 0.65 KM (0.4 MI) EAST OF MILEPOST 49, 0.25 KM
 HO0091'(0.15 MI) WEST OF THE BRIDGE OVER THE SEAMAN WASH, 42.6 METERS
 HO0091'(140 FT) SOUTH OF THE HIGHWAY CENTERLINE, 14.3 METERS (47 FT)
 HO0091'NORTHWEST OF POWER POLE 187, 5.8 METERS (19 FT) NORTH OF THE RIGHT OF
 HO0091'WAY FENCE, 3.3 METERS (11 FT) WEST OF A 16-INCH CEDAR TREE, 1.3 METERS
 HO0091'(4.5 FT) SOUTH OF THE NORTH EDGE OF THE OUTCROP.
 HO0091'THE MARK IS 4.8 METERS  SE FROM A WITNESS POST.
 HO0091'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0671 ***********************************************************************
 HN0671  DESIGNATION -  T 138
 HN0671  PID         -  HN0671
 HN0671  STATE/COUNTY-  UT/KANE
 HN0671  COUNTRY     -  US
 HN0671  USGS QUAD   -  FIVEMILE VALLEY (2017)
 HN0671
 HN0671                         *CURRENT SURVEY CONTROL
 HN0671  ______________________________________________________________________
 HN0671* NAD 83(1986) POSITION- 37 10 56.5    (N) 111 58 46.1    (W)   HD_HELD2
 HN0671* NAVD 88 ORTHO HEIGHT -  1600.788 (meters)     5251.92  (feet) ADJUSTED
 HN0671  ______________________________________________________________________
 HN0671  GEOID HEIGHT    -        -22.276 (meters)                     GEOID18
 HN0671  DYNAMIC HEIGHT  -       1598.926 (meters)     5245.81  (feet) COMP
 HN0671  MODELED GRAVITY -    979,411.5   (mgal)                       NAVD 88
 HN0671
 HN0671  VERT ORDER      -  FIRST     CLASS II
 HN0671
 HN0671.The horizontal coordinates were established by autonomous hand held GPS
 HN0671.observations and have an estimated accuracy of +/- 10 meters.
 HN0671
 HN0671.The orthometric height was determined by differential leveling and
 HN0671.adjusted by the NATIONAL GEODETIC SURVEY
 HN0671.in June 1991.
 HN0671
 HN0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0671.GEOID18 height accuracy estimate available here.
 HN0671
 HN0671.Click photographs - Photos may exist for this station.
 HN0671
 HN0671.The dynamic height is computed by dividing the NAVD 88
 HN0671.geopotential number by the normal gravity value computed on the
 HN0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0671.degrees latitude (g = 980.6199 gals.).
 HN0671
 HN0671.The modeled gravity was interpolated from observed gravity values.
 HN0671
 HN0671;                    North         East    Units  Estimated Accuracy
 HN0671;SPC UT S     - 3,057,343.      457,423.      MT  (+/- 10 meters HH2 GPS)
 HN0671
 HN0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG1305715551(NAD 83)
 HN0671
 HN0671                          SUPERSEDED SURVEY CONTROL
 HN0671
 HN0671.No superseded survey control is available for this station.
 HN0671
 HN0671_MARKER: DB = BENCH MARK DISK
 HN0671_SETTING: 66 = SET IN ROCK OUTCROP
 HN0671_STAMPING: T 138 1962
 HN0671_MARK LOGO: CGS
 HN0671_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0671+STABILITY: POSITION/ELEVATION WELL
 HN0671
 HN0671  HISTORY     - Date     Condition        Report By
 HN0671  HISTORY     - 1962     MONUMENTED       CGS
 HN0671  HISTORY     - 1983     GOOD             NGS
 HN0671
 HN0671                          STATION DESCRIPTION
 HN0671
 HN0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0671'35.25 MI E FROM KANAB.
 HN0671'ABOUT 35.25 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY
 HN0671'SAINTS CHURCH AT KANAB, 0.1 MILE NORTHWEST OF MILEPOST NUMBER 35, 0.1
 HN0671'MILE SOUTHEAST OF AN ENTRANCE GATE TO A PASTURE, 160 FEET SOUTHWEST OF
 HN0671'THE CENTERLINE OF THE HIGHWAY, 156 FEET SOUTH OF THE SOUTHWEST END OF
 HN0671'A METAL CULVERT, 5.5 FEET WEST OF A METAL WITNESS POST, 3.0 FEET
 HN0671'SOUTHWEST OF A FENCE, 1.5 FEET NORTHEAST OF A ROCK CAIRN, ABOUT 6 FEET
 HN0671'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF ROCK OUTCROP
 HN0671'PROJECTING 12 INCHES.
 HN0671
 HN0671                          STATION RECOVERY (1983)
 HN0671
 HN0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0671'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0539 ***********************************************************************
 HN0539  DESIGNATION -  T 139
 HN0539  PID         -  HN0539
 HN0539  STATE/COUNTY-  UT/KANE
 HN0539  COUNTRY     -  US
 HN0539  USGS QUAD   -  BIG WATER (2017)
 HN0539
 HN0539                         *CURRENT SURVEY CONTROL
 HN0539  ______________________________________________________________________
 HN0539* NAD 83(1986) POSITION- 37 05 02.86   (N) 111 40 45.81   (W)   HD_HELD1
 HN0539* NAVD 88 ORTHO HEIGHT -  1292.862 (meters)     4241.66  (feet) ADJUSTED
 HN0539  ______________________________________________________________________
 HN0539  GEOID HEIGHT    -        -23.131 (meters)                     GEOID18
 HN0539  DYNAMIC HEIGHT  -       1291.384 (meters)     4236.82  (feet) COMP
 HN0539  MODELED GRAVITY -    979,444.4   (mgal)                       NAVD 88
 HN0539
 HN0539  VERT ORDER      -  FIRST     CLASS II
 HN0539
 HN0539.The horizontal coordinates were determined by differentially corrected
 HN0539.hand held GPS observations or other comparable positioning techniques
 HN0539.and have an estimated accuracy of +/- 3 meters.
 HN0539
 HN0539.The orthometric height was determined by differential leveling and
 HN0539.adjusted by the NATIONAL GEODETIC SURVEY
 HN0539.in June 1991.
 HN0539
 HN0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0539.GEOID18 height accuracy estimate available here.
 HN0539
 HN0539.Click photographs - Photos may exist for this station.
 HN0539
 HN0539.The dynamic height is computed by dividing the NAVD 88
 HN0539.geopotential number by the normal gravity value computed on the
 HN0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0539.degrees latitude (g = 980.6199 gals.).
 HN0539
 HN0539.The modeled gravity was interpolated from observed gravity values.
 HN0539
 HN0539;                    North         East    Units  Estimated Accuracy
 HN0539;SPC UT S     - 3,046,346.8     484,049.3     MT  (+/- 3 meters HH1 GPS) 
 HN0539
 HN0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG3961604420(NAD 83)
 HN0539
 HN0539                          SUPERSEDED SURVEY CONTROL
 HN0539
 HN0539  NGVD 29 (??/??/92) 1291.933  (m)         4238.62   (f) ADJ UNCH    1 2
 HN0539
 HN0539.Superseded values are not recommended for survey control.
 HN0539
 HN0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0539.See file dsdata.pdf to determine how the superseded data were derived.
 HN0539
 HN0539_MARKER: DB = BENCH MARK DISK
 HN0539_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HN0539_SP_SET: CULVERT HEADWALL
 HN0539_STAMPING: T 139 1962
 HN0539_MARK LOGO: CGS
 HN0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0539+STABILITY: SURFACE MOTION
 HN0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0539+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2015
 HN0539
 HN0539  HISTORY     - Date     Condition        Report By
 HN0539  HISTORY     - 1962     MONUMENTED       CGS
 HN0539  HISTORY     - 1983     GOOD             NGS
 HN0539  HISTORY     - 20151210 GOOD             AZDT
 HN0539
 HN0539                          STATION DESCRIPTION
 HN0539
 HN0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0539'16.1 MI NW FROM PAGE, AZ.
 HN0539'ABOUT 16.1 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 HN0539'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  1.05 MILES WEST OF A
 HN0539'CHEVRON SERVICE STATION AT GLEN CANYON CITY, 0.5 MILE EAST OF MILEPOST
 HN0539'NUMBER 57, 67 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.5
 HN0539'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 7 FEET BELOW THE LEVEL
 HN0539'OF THE HIGHWAY, AND SET IN THE TOP OF THE SOUTHEAST END OF THE
 HN0539'SOUTHWEST HEADWALL OF A 60-INCH METAL CULVERT.
 HN0539
 HN0539                          STATION RECOVERY (1983)
 HN0539
 HN0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0539'RECOVERED IN GOOD CONDITION.  OMIT--0.5 MI EAST OF MILEPOST 57.
 HN0539'ADD--0.65 KM (0.4 MI) NORTHWEST OF MILEPOST 8.
 HN0539
 HN0539                          STATION RECOVERY (2015)
 HN0539
 HN0539'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2015 (DLR)
 HN0539'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0086 ***********************************************************************
 HN0086  DESIGNATION -  T 140 RESET
 HN0086  PID         -  HN0086
 HN0086  STATE/COUNTY-  UT/SAN JUAN
 HN0086  COUNTRY     -  US
 HN0086  USGS QUAD   -  RED HOUSE SPRING (2017)
 HN0086
 HN0086                         *CURRENT SURVEY CONTROL
 HN0086  ______________________________________________________________________
 HN0086* NAD 83(1986) POSITION- 37 27 56.     (N) 110 11 14.     (W)   SCALED
 HN0086* NAVD 88 ORTHO HEIGHT -  1559.46  (+/-2cm)     5116.3   (feet) VERTCON3
 HN0086  ______________________________________________________________________
 HN0086  GEOID HEIGHT    -        -20.857 (meters)                     GEOID18
 HN0086  VERT ORDER      -  THIRD (See Below)
 HN0086
 HN0086.The horizontal coordinates were scaled from a map and have
 HN0086.an estimated accuracy of +/- 6 seconds.
 HN0086
 HN0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0086
 HN0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0086.GEOID18 height accuracy estimate available here.
 HN0086
 HN0086.The vertical order pertains to the NGVD 29 superseded value.
 HN0086
 HN0086.Click photographs - Photos may exist for this station.
 HN0086
 HN0086;                    North         East    Units  Estimated Accuracy
 HN0086;SPC UT S     - 3,089,480.      616,130.      MT  (+/- 180 meters Scaled)
 HN0086
 HN0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG718468(NAD 83)
 HN0086
 HN0086                          SUPERSEDED SURVEY CONTROL
 HN0086
 HN0086  NGVD 29 (??/??/??) 1558.47   (m)         5113.1    (f) RESET       3  
 HN0086
 HN0086.Superseded values are not recommended for survey control.
 HN0086
 HN0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0086.See file dsdata.pdf to determine how the superseded data were derived.
 HN0086
 HN0086_MARKER: DB = BENCH MARK DISK
 HN0086_SETTING: 66 = SET IN ROCK OUTCROP
 HN0086_STAMPING: T 140 RESET 1970
 HN0086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0086+STABILITY: POSITION/ELEVATION WELL
 HN0086
 HN0086  HISTORY     - Date     Condition        Report By
 HN0086  HISTORY     - 1970     MONUMENTED       NGS
 HN0086  HISTORY     - 1982     GOOD             USGS
 HN0086  HISTORY     - 1982     GOOD             USGS
 HN0086
 HN0086                          STATION DESCRIPTION
 HN0086
 HN0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 HN0086'25.05 MI S FROM FRY CANYON.
 HN0086'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0086'AT FRY CANYON, THENCE 12.55 MILES SOUTHEAST ALONG A GRADED DIRT ROAD,
 HN0086'70 YARDS EAST ALONG THE GRADED DIRT ROAD, 50 YARDS NORTH OF A LARGE
 HN0086'WASH, 20 FEET WEST OF A LARGE CEDAR TREE, 18 FEET NORTHEAST OF A
 HN0086'WITNESS POST, SET IN A DRILL HOLE IN BEDROCK WHICH PROJECTS 1 FOOT IN
 HN0086'AN AREA OF WHITE SANDSTONE 100 FEET IN DIAMETER.
 HN0086
 HN0086                          STATION RECOVERY (1982)
 HN0086
 HN0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0086'FRY CANYON 23.75 MILES SOUTH OF, ABOUT 12.0 MILES SOUTHEAST ALONG
 HN0086'STATE HWY 95 FROM THE POST OFFICE AT FRY CANYON, THENCE 11.75 MILES
 HN0086'SOUTHWEST ALONG STATE HWY 95 FROM THE POST OFFICE AT FRY CANYON,
 HN0086'THENCE 11.75 MILES SOUTHWEST ALONG STATE HWY. 263, APPROX 150 FEET
 HN0086'NORTH OF A DRAIN WHICH CROSSES UNDER THE HIGHWAY, 204 FEET SOUTHEAST
 HN0086'OF THE CENTERLINE OF THE HWY., 24 FEET WEST OF A CEDAR TREE, AND SET
 HN0086'IN A LARGE ROCK OUTCROP FLUSH WITH THE GROUND.
 HN0086
 HN0086                          STATION RECOVERY (1982)
 HN0086
 HN0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0086'FRY CANYON 23.75 MILES SOUTH OF, ABOUT 12.0 MILES SOUTHEAST ALONG
 HN0086'STATE HWY 95 FROM THE POST OFFICE AT FRY CANYON, THENCE 11.75 MILES
 HN0086'SOUTHWEST ALONG STATE HWY 95 FROM THE POST OFFICE AT FRY CANYON,
 HN0086'THENCE 11.75 MILES SOUTHWEST ALONG STATE HWY. 263, APPROX 150 FEET
 HN0086'NORTH OF A DRAIN WHICH CROSSES UNDER THE HIGHWAY, 204 FEET SOUTHEAST
 HN0086'OF THE CENTERLINE OF THE HWY., 24 FEET WEST OF A CEDAR TREE, AND SET
 HN0086'IN A LARGE ROCK OUTCROP FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0095 ***********************************************************************
 HN0095  DESIGNATION -  T 141
 HN0095  PID         -  HN0095
 HN0095  STATE/COUNTY-  UT/SAN JUAN
 HN0095  COUNTRY     -  US
 HN0095  USGS QUAD   -  CLAY HILLS (2017)
 HN0095
 HN0095                         *CURRENT SURVEY CONTROL
 HN0095  ______________________________________________________________________
 HN0095* NAD 83(1986) POSITION- 37 25 02.     (N) 110 17 45.     (W)   SCALED
 HN0095* NAVD 88 ORTHO HEIGHT -  1531.040 (meters)     5023.09  (feet) ADJUSTED
 HN0095  ______________________________________________________________________
 HN0095  GEOID HEIGHT    -        -21.332 (meters)                     GEOID18
 HN0095  DYNAMIC HEIGHT  -       1529.305 (meters)     5017.39  (feet) COMP
 HN0095  MODELED GRAVITY -    979,443.7   (mgal)                       NAVD 88
 HN0095
 HN0095  VERT ORDER      -  FIRST     CLASS II
 HN0095
 HN0095.The horizontal coordinates were scaled from a map and have
 HN0095.an estimated accuracy of +/- 6 seconds.
 HN0095
 HN0095.The orthometric height was determined by differential leveling and
 HN0095.adjusted by the NATIONAL GEODETIC SURVEY
 HN0095.in June 1991.
 HN0095
 HN0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0095.GEOID18 height accuracy estimate available here.
 HN0095
 HN0095.Click photographs - Photos may exist for this station.
 HN0095
 HN0095.The dynamic height is computed by dividing the NAVD 88
 HN0095.geopotential number by the normal gravity value computed on the
 HN0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0095.degrees latitude (g = 980.6199 gals.).
 HN0095
 HN0095.The modeled gravity was interpolated from observed gravity values.
 HN0095
 HN0095;                    North         East    Units  Estimated Accuracy
 HN0095;SPC UT S     - 3,083,990.      606,590.      MT  (+/- 180 meters Scaled)
 HN0095
 HN0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG623413(NAD 83)
 HN0095
 HN0095                          SUPERSEDED SURVEY CONTROL
 HN0095
 HN0095  NGVD 29 (??/??/92) 1530.047  (m)         5019.83   (f) ADJ UNCH    1 2
 HN0095
 HN0095.Superseded values are not recommended for survey control.
 HN0095
 HN0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0095.See file dsdata.pdf to determine how the superseded data were derived.
 HN0095
 HN0095_MARKER: DB = BENCH MARK DISK
 HN0095_SETTING: 66 = SET IN ROCK OUTCROP
 HN0095_STAMPING: T 141 1962
 HN0095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0095+STABILITY: POSITION/ELEVATION WELL
 HN0095
 HN0095  HISTORY     - Date     Condition        Report By
 HN0095  HISTORY     - 1962     MONUMENTED       CGS
 HN0095  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0095  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0095
 HN0095                          STATION DESCRIPTION
 HN0095
 HN0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0095'33.7 MI SW FROM FRY CANYON.
 HN0095'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0095'AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0095'THENCE 1.7 MILES WEST ALONG A GRADED DIRT ROAD LEADING THROUGH CLAY
 HN0095'HILLS DIVIDE, 115 FEET NORTH OF THE CENTERLINE OF A WASH, 8 FEET WEST
 HN0095'OF THE CENTERLINE OF THE ROAD, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HN0095'ROAD, AND SET IN THE TOP OF A ROCK OUTCROP IN THE WEST BANK OF A CUT.
 HN0095
 HN0095                          STATION RECOVERY (1982)
 HN0095
 HN0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0095'MARK NOT FOUND.
 HN0095
 HN0095                          STATION RECOVERY (1982)
 HN0095
 HN0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0095'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0133 ***********************************************************************
 HN0133  DESIGNATION -  T 142
 HN0133  PID         -  HN0133
 HN0133  STATE/COUNTY-  UT/SAN JUAN
 HN0133  COUNTRY     -  US
 HN0133  USGS QUAD   -  MONITOR BUTTE (2017)
 HN0133
 HN0133                         *CURRENT SURVEY CONTROL
 HN0133  ______________________________________________________________________
 HN0133* NAD 83(1986) POSITION- 37 08 27.     (N) 110 25 06.     (W)   SCALED
 HN0133* NAVD 88 ORTHO HEIGHT -  1320.569 (meters)     4332.57  (feet) ADJUSTED
 HN0133  ______________________________________________________________________
 HN0133  GEOID HEIGHT    -        -21.636 (meters)                     GEOID18
 HN0133  DYNAMIC HEIGHT  -       1319.111 (meters)     4327.78  (feet) COMP
 HN0133  MODELED GRAVITY -    979,481.1   (mgal)                       NAVD 88
 HN0133
 HN0133  VERT ORDER      -  FIRST     CLASS II
 HN0133
 HN0133.The horizontal coordinates were scaled from a map and have
 HN0133.an estimated accuracy of +/- 6 seconds.
 HN0133
 HN0133.The orthometric height was determined by differential leveling and
 HN0133.adjusted by the NATIONAL GEODETIC SURVEY
 HN0133.in June 1991.
 HN0133
 HN0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0133.GEOID18 height accuracy estimate available here.
 HN0133
 HN0133.Click photographs - Photos may exist for this station.
 HN0133
 HN0133.The dynamic height is computed by dividing the NAVD 88
 HN0133.geopotential number by the normal gravity value computed on the
 HN0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0133.degrees latitude (g = 980.6199 gals.).
 HN0133
 HN0133.The modeled gravity was interpolated from observed gravity values.
 HN0133
 HN0133;                    North         East    Units  Estimated Accuracy
 HN0133;SPC UT S     - 3,053,180.      596,100.      MT  (+/- 180 meters Scaled)
 HN0133
 HN0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG516106(NAD 83)
 HN0133
 HN0133                          SUPERSEDED SURVEY CONTROL
 HN0133
 HN0133  NGVD 29 (??/??/92) 1319.684  (m)         4329.66   (f) ADJ UNCH    1 2
 HN0133
 HN0133.Superseded values are not recommended for survey control.
 HN0133
 HN0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0133.See file dsdata.pdf to determine how the superseded data were derived.
 HN0133
 HN0133_MARKER: DB = BENCH MARK DISK
 HN0133_SETTING: 66 = SET IN ROCK OUTCROP
 HN0133_STAMPING: T 142 1962
 HN0133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0133+STABILITY: POSITION/ELEVATION WELL
 HN0133
 HN0133  HISTORY     - Date     Condition        Report By
 HN0133  HISTORY     - 1962     MONUMENTED       CGS
 HN0133  HISTORY     - 1982     GOOD             USGS
 HN0133  HISTORY     - 1982     GOOD             USGS
 HN0133
 HN0133                          STATION DESCRIPTION
 HN0133
 HN0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0133'11.05 MI NW FROM OLJATO.
 HN0133'ABOUT 11.05 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0133'FROM THE TRADING POST AT OLJATO, 131 FEET NORTHEAST OF THE CENTERLINE
 HN0133'OF THE DIRT ROAD, 17 FEET NORTHWEST OF A ROCK CAIRN, 15.0 FEET
 HN0133'SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 HN0133'DIRT ROAD, AND SET IN THE TOP OF A ROCK OUTCROP.
 HN0133
 HN0133                          STATION RECOVERY (1982)
 HN0133
 HN0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0133'FROM THE TRADING POST AT OLJETO, N 2.3 MI ALONG PAVED ROAD TO A
 HN0133'BLADED ROAD LEADING TO COPPER CANYON, WNW ALONG BLADED ROAD 8.6 MI TO
 HN0133'A Y-ROAD N LEADING TO PIUTE FARMS, N ALONG ROAD 1.8 MI. AND TO BM. BM
 HN0133'IS 131 FT. NE OF THE CENTERLINE OF ROAD, APPROX. 1275 FT. W OF SEC.
 HN0133'COR. 12, 7, 18 AND 13. T 42 S, R 13 AND 14 E, 17 FT. NW OF A ROCK
 HN0133'CAIRN, STANDARD TABLET SET IN THE TOP OF A ROCK OUTCROP.
 HN0133
 HN0133                          STATION RECOVERY (1982)
 HN0133
 HN0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0133'FROM THE TRADING POST AT OLJETO, N 2.3 MI ALONG PAVED ROAD TO A
 HN0133'BLADED ROAD LEADING TO COPPER CANYON, WNW ALONG BLADED ROAD 8.6 MI TO
 HN0133'A Y-ROAD N LEADING TO PIUTE FARMS, N ALONG ROAD 1.8 MI. AND TO BM. BM
 HN0133'IS 131 FT. NE OF THE CENTERLINE OF ROAD, APPROX. 1275 FT. W OF SEC.
 HN0133'COR. 12, 7, 18 AND 13. T 42 S, R 13 AND 14 E, 17 FT. NW OF A ROCK
 HN0133'CAIRN, STANDARD TABLET SET IN THE TOP OF A ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0555 ***********************************************************************
 HN0555  DESIGNATION -  T 143
 HN0555  PID         -  HN0555
 HN0555  STATE/COUNTY-  UT/KANE
 HN0555  COUNTRY     -  US
 HN0555  USGS QUAD   -  LONE ROCK (2017)
 HN0555
 HN0555                         *CURRENT SURVEY CONTROL
 HN0555  ______________________________________________________________________
 HN0555* NAD 83(1986) POSITION- 37 03 37.     (N) 111 34 29.     (W)   SCALED
 HN0555* NAVD 88 ORTHO HEIGHT -  1179.645 (meters)     3870.22  (feet) ADJUSTED
 HN0555  ______________________________________________________________________
 HN0555  GEOID HEIGHT    -        -23.331 (meters)                     GEOID18
 HN0555  DYNAMIC HEIGHT  -       1178.327 (meters)     3865.89  (feet) COMP
 HN0555  MODELED GRAVITY -    979,474.4   (mgal)                       NAVD 88
 HN0555
 HN0555  VERT ORDER      -  FIRST     CLASS II
 HN0555
 HN0555.The horizontal coordinates were scaled from a map and have
 HN0555.an estimated accuracy of +/- 6 seconds.
 HN0555
 HN0555.The orthometric height was determined by differential leveling and
 HN0555.adjusted by the NATIONAL GEODETIC SURVEY
 HN0555.in June 1991.
 HN0555
 HN0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0555.GEOID18 height accuracy estimate available here.
 HN0555
 HN0555.Click photographs - Photos may exist for this station.
 HN0555
 HN0555.The dynamic height is computed by dividing the NAVD 88
 HN0555.geopotential number by the normal gravity value computed on the
 HN0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0555.degrees latitude (g = 980.6199 gals.).
 HN0555
 HN0555.The modeled gravity was interpolated from observed gravity values.
 HN0555
 HN0555;                    North         East    Units  Estimated Accuracy
 HN0555;SPC UT S     - 3,043,690.      493,350.      MT  (+/- 180 meters Scaled)
 HN0555
 HN0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG489017(NAD 83)
 HN0555
 HN0555                          SUPERSEDED SURVEY CONTROL
 HN0555
 HN0555  NGVD 29 (??/??/92) 1178.750  (m)         3867.28   (f) ADJ UNCH    1 2
 HN0555
 HN0555.Superseded values are not recommended for survey control.
 HN0555
 HN0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0555.See file dsdata.pdf to determine how the superseded data were derived.
 HN0555
 HN0555_MARKER: DB = BENCH MARK DISK
 HN0555_SETTING: 66 = SET IN ROCK OUTCROP
 HN0555_STAMPING: T 143 1962
 HN0555_MARK LOGO: CGS
 HN0555_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0555+STABILITY: POSITION/ELEVATION WELL
 HN0555
 HN0555  HISTORY     - Date     Condition        Report By
 HN0555  HISTORY     - 1962     MONUMENTED       CGS
 HN0555
 HN0555                          STATION DESCRIPTION
 HN0555
 HN0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0555'16.6 MI NW FROM PAGE, AZ.
 HN0555'ABOUT 11.6 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 HN0555'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 1.1 MILES EAST
 HN0555'ALONG A DIRT ROAD AND ACROSS WAHWEAP CREEK TO THE NORTHEAST BANK OF
 HN0555'WAHWEAP CREEK.  THENCE 2.1 MILES EAST ALONG THE NORTHEAST CANYON WALL
 HN0555'OF WAHWEAP CREEK.  THENCE 1.1 MILE NORTH TO THE TOP OF AND ALONG A
 HN0555'MESA TO THE CREST OF A HILL AND HEAD OF A SMALL CANYON.  THENCE 0.7
 HN0555'MILE NORTHWEST ACROSS ROCKY AND SANDY TERRAIN, ABOUT 0.3 MILE
 HN0555'NORTHEAST OF A ROCK BUTTE, 41.0 FEET SOUTH OF A METAL WITNESS POST,
 HN0555'AND SET IN THE TOP AND CENTER OF A SANDSTONE ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0396 ***********************************************************************
 HN0396  DESIGNATION -  T 144
 HN0396  PID         -  HN0396
 HN0396  STATE/COUNTY-  UT/KANE
 HN0396  COUNTRY     -  US
 HN0396  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0396
 HN0396                         *CURRENT SURVEY CONTROL
 HN0396  ______________________________________________________________________
 HN0396* NAD 83(1986) POSITION- 37 03 14.     (N) 111 24 36.     (W)   SCALED
 HN0396* NAVD 88 ORTHO HEIGHT -  1146.377 (meters)     3761.07  (feet) ADJUSTED
 HN0396  ______________________________________________________________________
 HN0396  GEOID HEIGHT    -        -23.400 (meters)                     GEOID18
 HN0396  DYNAMIC HEIGHT  -       1145.059 (meters)     3756.75  (feet) COMP
 HN0396  MODELED GRAVITY -    979,444.2   (mgal)                       NAVD 88
 HN0396
 HN0396  VERT ORDER      -  FIRST     CLASS II
 HN0396
 HN0396.The horizontal coordinates were scaled from a map and have
 HN0396.an estimated accuracy of +/- 6 seconds.
 HN0396
 HN0396.The orthometric height was determined by differential leveling and
 HN0396.adjusted by the NATIONAL GEODETIC SURVEY
 HN0396.in June 1991.
 HN0396
 HN0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0396.GEOID18 height accuracy estimate available here.
 HN0396
 HN0396.Click photographs - Photos may exist for this station.
 HN0396
 HN0396.The dynamic height is computed by dividing the NAVD 88
 HN0396.geopotential number by the normal gravity value computed on the
 HN0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0396.degrees latitude (g = 980.6199 gals.).
 HN0396
 HN0396.The modeled gravity was interpolated from observed gravity values.
 HN0396
 HN0396;                    North         East    Units  Estimated Accuracy
 HN0396;SPC UT S     - 3,042,980.      508,010.      MT  (+/- 180 meters Scaled)
 HN0396
 HN0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG635009(NAD 83)
 HN0396
 HN0396                          SUPERSEDED SURVEY CONTROL
 HN0396
 HN0396  NGVD 29 (??/??/92) 1145.458  (m)         3758.06   (f) ADJ UNCH    1 2
 HN0396
 HN0396.Superseded values are not recommended for survey control.
 HN0396
 HN0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0396.See file dsdata.pdf to determine how the superseded data were derived.
 HN0396
 HN0396_MARKER: DB = BENCH MARK DISK
 HN0396_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HN0396_SP_SET: UNSPEC. ROCK
 HN0396_STAMPING: T 144 1962
 HN0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0396
 HN0396  HISTORY     - Date     Condition        Report By
 HN0396  HISTORY     - 1962     MONUMENTED       CGS
 HN0396
 HN0396                          STATION DESCRIPTION
 HN0396
 HN0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0396'20.2 MI SE FROM GLEN CANYON CITY.
 HN0396'ABOUT 10.3 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0396'SERVICE STATION ON U.S. HIGHWAY 89 AT GLEN CANYON CITY.  THENCE 9.9
 HN0396'MILES SOUTHEAST ACROSS COUNTRY.  ABOUT 0.15 MILE SOUTHWEST OF THE BASE
 HN0396'OF A ROCK CLIFF, SET IN ROCK ON THE NORTH SLOPE OF A SMALL ROCK BUTTE,
 HN0396'AND 32.0 FEET SOUTHEAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0478 ***********************************************************************
 HN0478  DESIGNATION -  T 145
 HN0478  PID         -  HN0478
 HN0478  STATE/COUNTY-  UT/KANE
 HN0478  COUNTRY     -  US
 HN0478  USGS QUAD   -  NAVAJO POINT (2017)
 HN0478
 HN0478                         *CURRENT SURVEY CONTROL
 HN0478  ______________________________________________________________________
 HN0478* NAD 83(1986) POSITION- 37 14 30.     (N) 111 00 27.     (W)   SCALED
 HN0478* NAVD 88 ORTHO HEIGHT -  1585.779 (meters)     5202.68  (feet) ADJUSTED
 HN0478  ______________________________________________________________________
 HN0478  GEOID HEIGHT    -        -22.662 (meters)                     GEOID18
 HN0478  DYNAMIC HEIGHT  -       1583.782 (meters)     5196.12  (feet) COMP
 HN0478  MODELED GRAVITY -    979,317.6   (mgal)                       NAVD 88
 HN0478
 HN0478  VERT ORDER      -  FIRST     CLASS II
 HN0478
 HN0478.The horizontal coordinates were scaled from a map and have
 HN0478.an estimated accuracy of +/- 6 seconds.
 HN0478
 HN0478.The orthometric height was determined by differential leveling and
 HN0478.adjusted by the NATIONAL GEODETIC SURVEY
 HN0478.in June 1991.
 HN0478
 HN0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0478.GEOID18 height accuracy estimate available here.
 HN0478
 HN0478.Click photographs - Photos may exist for this station.
 HN0478
 HN0478.The dynamic height is computed by dividing the NAVD 88
 HN0478.geopotential number by the normal gravity value computed on the
 HN0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0478.degrees latitude (g = 980.6199 gals.).
 HN0478
 HN0478.The modeled gravity was interpolated from observed gravity values.
 HN0478
 HN0478;                    North         East    Units  Estimated Accuracy
 HN0478;SPC UT S     - 3,063,930.      543,700.      MT  (+/- 180 meters Scaled)
 HN0478
 HN0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG993216(NAD 83)
 HN0478
 HN0478                          SUPERSEDED SURVEY CONTROL
 HN0478
 HN0478  NGVD 29 (??/??/92) 1584.644  (m)         5198.95   (f) ADJ UNCH    1 2
 HN0478
 HN0478.Superseded values are not recommended for survey control.
 HN0478
 HN0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0478.See file dsdata.pdf to determine how the superseded data were derived.
 HN0478
 HN0478_MARKER: DB = BENCH MARK DISK
 HN0478_SETTING: 66 = SET IN ROCK OUTCROP
 HN0478_STAMPING: T 145 1962
 HN0478_MARK LOGO: CGS
 HN0478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0478+STABILITY: POSITION/ELEVATION WELL
 HN0478
 HN0478  HISTORY     - Date     Condition        Report By
 HN0478  HISTORY     - 1962     MONUMENTED       CGS
 HN0478
 HN0478                          STATION DESCRIPTION
 HN0478
 HN0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0478'9.1 MI W FROM HOLE IN THE ROCK.
 HN0478'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0478'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0478'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0478'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 0.85 MILE
 HN0478'SOUTHWEST AND UP A CATTLE TRAIL, 65 FEET NORTHEAST OF A 16-INCH CEDAR
 HN0478'TREE, 21 FEET EAST OF THE CENTERLINE OF THE TRAIL, 3.5 FEET SOUTH OF A
 HN0478'METAL WITNESS POST, AND SET IN THE TOP OF THE NORTHEAST POINT OF A
 HN0478'ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0262 ***********************************************************************
 HN0262  DESIGNATION -  T 146
 HN0262  PID         -  HN0262
 HN0262  STATE/COUNTY-  UT/KANE
 HN0262  COUNTRY     -  US
 HN0262  USGS QUAD   -  NASJA MESA (2017)
 HN0262
 HN0262                         *CURRENT SURVEY CONTROL
 HN0262  ______________________________________________________________________
 HN0262* NAD 83(1986) POSITION- 37 13 57.     (N) 110 54 59.     (W)   SCALED
 HN0262* NAVD 88 ORTHO HEIGHT -  1300.941 (meters)     4268.17  (feet) ADJUSTED
 HN0262  ______________________________________________________________________
 HN0262  GEOID HEIGHT    -        -22.757 (meters)                     GEOID18
 HN0262  DYNAMIC HEIGHT  -       1299.447 (meters)     4263.27  (feet) COMP
 HN0262  MODELED GRAVITY -    979,438.7   (mgal)                       NAVD 88
 HN0262
 HN0262  VERT ORDER      -  FIRST     CLASS II
 HN0262
 HN0262.The horizontal coordinates were scaled from a map and have
 HN0262.an estimated accuracy of +/- 6 seconds.
 HN0262
 HN0262.The orthometric height was determined by differential leveling and
 HN0262.adjusted by the NATIONAL GEODETIC SURVEY
 HN0262.in June 1991.
 HN0262
 HN0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0262.GEOID18 height accuracy estimate available here.
 HN0262
 HN0262.Click photographs - Photos may exist for this station.
 HN0262
 HN0262.The dynamic height is computed by dividing the NAVD 88
 HN0262.geopotential number by the normal gravity value computed on the
 HN0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0262.degrees latitude (g = 980.6199 gals.).
 HN0262
 HN0262.The modeled gravity was interpolated from observed gravity values.
 HN0262
 HN0262;                    North         East    Units  Estimated Accuracy
 HN0262;SPC UT S     - 3,062,960.      551,790.      MT  (+/- 180 meters Scaled)
 HN0262
 HN0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG074206(NAD 83)
 HN0262
 HN0262                          SUPERSEDED SURVEY CONTROL
 HN0262
 HN0262  NGVD 29 (??/??/92) 1299.930  (m)         4264.85   (f) ADJ UNCH    1 2
 HN0262
 HN0262.Superseded values are not recommended for survey control.
 HN0262
 HN0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0262.See file dsdata.pdf to determine how the superseded data were derived.
 HN0262
 HN0262_MARKER: DB = BENCH MARK DISK
 HN0262_SETTING: 66 = SET IN ROCK OUTCROP
 HN0262_STAMPING: T 146 1962
 HN0262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0262+STABILITY: POSITION/ELEVATION WELL
 HN0262
 HN0262  HISTORY     - Date     Condition        Report By
 HN0262  HISTORY     - 1962     MONUMENTED       CGS
 HN0262
 HN0262                          STATION DESCRIPTION
 HN0262
 HN0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0262'3.0 MI SW FROM HOLE-IN-THE-ROCK.
 HN0262'3.0 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK. ABOUT
 HN0262'0.4 MILE NORTH OF THE BOTTOM OF LIEWELLYN GULCH, SET IN THE TOP OF A
 HN0262'ROCK OUTCROP, 290 FEET SOUTHEAST OF A WITNESS POST WHICH IS ON THE
 HN0262'SOUTH END OF A SMALL MESA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0254 ***********************************************************************
 HN0254  DESIGNATION -  T 147
 HN0254  PID         -  HN0254
 HN0254  STATE/COUNTY-  UT/SAN JUAN
 HN0254  COUNTRY     -  US
 HN0254  USGS QUAD   -  NOKAI DOME (2017)
 HN0254
 HN0254                         *CURRENT SURVEY CONTROL
 HN0254  ______________________________________________________________________
 HN0254* NAD 83(1986) POSITION- 37 21 27.     (N) 110 34 27.     (W)   SCALED
 HN0254* NAVD 88 ORTHO HEIGHT -  1396.164 (meters)     4580.58  (feet) ADJUSTED
 HN0254  ______________________________________________________________________
 HN0254  GEOID HEIGHT    -        -22.232 (meters)                     GEOID18
 HN0254  DYNAMIC HEIGHT  -       1394.534 (meters)     4575.23  (feet) COMP
 HN0254  MODELED GRAVITY -    979,416.0   (mgal)                       NAVD 88
 HN0254
 HN0254  VERT ORDER      -  FIRST     CLASS II
 HN0254
 HN0254.The horizontal coordinates were scaled from a map and have
 HN0254.an estimated accuracy of +/- 6 seconds.
 HN0254
 HN0254.The orthometric height was determined by differential leveling and
 HN0254.adjusted by the NATIONAL GEODETIC SURVEY
 HN0254.in June 1991.
 HN0254
 HN0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0254.GEOID18 height accuracy estimate available here.
 HN0254
 HN0254.Click photographs - Photos may exist for this station.
 HN0254
 HN0254.The dynamic height is computed by dividing the NAVD 88
 HN0254.geopotential number by the normal gravity value computed on the
 HN0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0254.degrees latitude (g = 980.6199 gals.).
 HN0254
 HN0254.The modeled gravity was interpolated from observed gravity values.
 HN0254
 HN0254;                    North         East    Units  Estimated Accuracy
 HN0254;SPC UT S     - 3,077,080.      582,020.      MT  (+/- 180 meters Scaled)
 HN0254
 HN0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG377346(NAD 83)
 HN0254
 HN0254                          SUPERSEDED SURVEY CONTROL
 HN0254
 HN0254  NGVD 29 (??/??/92) 1395.112  (m)         4577.13   (f) ADJ UNCH    1 2
 HN0254
 HN0254.Superseded values are not recommended for survey control.
 HN0254
 HN0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0254.See file dsdata.pdf to determine how the superseded data were derived.
 HN0254
 HN0254_MARKER: DB = BENCH MARK DISK
 HN0254_SETTING: 66 = SET IN ROCK OUTCROP
 HN0254_STAMPING: T 147 1962
 HN0254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0254+STABILITY: POSITION/ELEVATION WELL
 HN0254
 HN0254  HISTORY     - Date     Condition        Report By
 HN0254  HISTORY     - 1962     MONUMENTED       CGS
 HN0254
 HN0254                          STATION DESCRIPTION
 HN0254
 HN0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0254'53.65 MI SW FROM FRY CANYON.
 HN0254'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0254'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0254'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0254'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 2.75 MILES WEST ALONG A
 HN0254'TRAIL ROAD.  0.95 MILE SOUTHEAST OF A TRAIL ROAD JUNCTION, 24 FEET
 HN0254'SOUTHWEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A
 HN0254'SANDSTONE OUTCROP WHICH PROJECTS 6 FEET ON THE SOUTH SIDE AND IS FLUSH
 HN0254'WITH THE GROUND ON THE UPPER SIDE, ON THE SOUTHWEST SLOPE OF A HILL,
 HN0254'150 FEET WEST-NORTHWEST OF A SHARP CURVE IN THE ROAD, 23 FEET
 HN0254'NORTHWEST OF A METAL WITNESS POST, AND ABOUT 2 1/2 FEET BELOW THE
 HN0254'LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0301 ***********************************************************************
 HN0301  DESIGNATION -  T 148
 HN0301  PID         -  HN0301
 HN0301  STATE/COUNTY-  UT/SAN JUAN
 HN0301  COUNTRY     -  US
 HN0301  USGS QUAD   -  HALLS CROSSING (2017)
 HN0301
 HN0301                         *CURRENT SURVEY CONTROL
 HN0301  ______________________________________________________________________
 HN0301* NAD 83(1986) POSITION- 37 27 08.     (N) 110 41 07.     (W)   SCALED
 HN0301* NAVD 88 ORTHO HEIGHT -  1194.156 (meters)     3917.83  (feet) ADJUSTED
 HN0301  ______________________________________________________________________
 HN0301  GEOID HEIGHT    -        -22.463 (meters)                     GEOID18
 HN0301  DYNAMIC HEIGHT  -       1192.837 (meters)     3913.50  (feet) COMP
 HN0301  MODELED GRAVITY -    979,486.4   (mgal)                       NAVD 88
 HN0301
 HN0301  VERT ORDER      -  FIRST     CLASS II
 HN0301
 HN0301.The horizontal coordinates were scaled from a map and have
 HN0301.an estimated accuracy of +/- 6 seconds.
 HN0301
 HN0301.The orthometric height was determined by differential leveling and
 HN0301.adjusted by the NATIONAL GEODETIC SURVEY
 HN0301.in June 1991.
 HN0301
 HN0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0301.GEOID18 height accuracy estimate available here.
 HN0301
 HN0301.Click photographs - Photos may exist for this station.
 HN0301
 HN0301.The dynamic height is computed by dividing the NAVD 88
 HN0301.geopotential number by the normal gravity value computed on the
 HN0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0301.degrees latitude (g = 980.6199 gals.).
 HN0301
 HN0301.The modeled gravity was interpolated from observed gravity values.
 HN0301
 HN0301;                    North         East    Units  Estimated Accuracy
 HN0301;SPC UT S     - 3,087,500.      572,090.      MT  (+/- 180 meters Scaled)
 HN0301
 HN0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG278450(NAD 83)
 HN0301
 HN0301                          SUPERSEDED SURVEY CONTROL
 HN0301
 HN0301  NGVD 29 (??/??/92) 1193.153  (m)         3914.54   (f) ADJ UNCH    1 2
 HN0301
 HN0301.Superseded values are not recommended for survey control.
 HN0301
 HN0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0301.See file dsdata.pdf to determine how the superseded data were derived.
 HN0301
 HN0301_MARKER: DB = BENCH MARK DISK
 HN0301_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0301_STAMPING: T 148 1962
 HN0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0301
 HN0301  HISTORY     - Date     Condition        Report By
 HN0301  HISTORY     - 1962     MONUMENTED       CGS
 HN0301  HISTORY     - 1973     GOOD             NPS
 HN0301  HISTORY     - 1973     GOOD             NPS
 HN0301
 HN0301                          STATION DESCRIPTION
 HN0301
 HN0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0301'61.65 MI SW FROM FRY CANYON.
 HN0301'12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE AT FRY
 HN0301'CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD. THENCE
 HN0301'15.0 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH CLAY HILLS
 HN0301'DIVIDE.  THENCE 14.65 MILES NORTHWEST ALONG A BULLDOZED ROAD LEADING
 HN0301'TO HALLS CROSSING ON THE COLORADO RIVER, 22.15 MILES WEST OF GREEN
 HN0301'WATER SPRING, ABOUT 0.7 MILES SOUTH OF THE WEST END OF FOUR PROMINENT
 HN0301'HILLS, 77 1/2 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2.0 FEET NORTH
 HN0301'OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND
 HN0301'SET ON THE TOP OF A 3-INCH IRON PIPE PROJECTING ABOUT 1 FOOT ABOVE THE
 HN0301'GROUND.
 HN0301
 HN0301                          STATION RECOVERY (1973)
 HN0301
 HN0301'RECOVERY NOTE BY NATIONAL PARK SERVICE 1973
 HN0301'RECOVERED IN GOOD CONDITION.
 HN0301
 HN0301                          STATION RECOVERY (1973)
 HN0301
 HN0301'RECOVERY NOTE BY NATIONAL PARK SERVICE 1973
 HN0301'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0230 ***********************************************************************
 HN0230  DESIGNATION -  T 149
 HN0230  PID         -  HN0230
 HN0230  STATE/COUNTY-  UT/SAN JUAN
 HN0230  COUNTRY     -  US
 HN0230  USGS QUAD   -  ALCOVE CANYON (2017)
 HN0230
 HN0230                         *CURRENT SURVEY CONTROL
 HN0230  ______________________________________________________________________
 HN0230* NAD 83(1986) POSITION- 37 15 47.     (N) 110 43 30.     (W)   SCALED
 HN0230* NAVD 88 ORTHO HEIGHT -  1445.842 (meters)     4743.57  (feet) ADJUSTED
 HN0230  ______________________________________________________________________
 HN0230  GEOID HEIGHT    -        -22.494 (meters)                     GEOID18
 HN0230  DYNAMIC HEIGHT  -       1444.217 (meters)     4738.24  (feet) COMP
 HN0230  MODELED GRAVITY -    979,456.4   (mgal)                       NAVD 88
 HN0230
 HN0230  VERT ORDER      -  FIRST     CLASS II
 HN0230
 HN0230.The horizontal coordinates were scaled from a map and have
 HN0230.an estimated accuracy of +/- 6 seconds.
 HN0230
 HN0230.The orthometric height was determined by differential leveling and
 HN0230.adjusted by the NATIONAL GEODETIC SURVEY
 HN0230.in June 1991.
 HN0230
 HN0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0230.GEOID18 height accuracy estimate available here.
 HN0230
 HN0230.Click photographs - Photos may exist for this station.
 HN0230
 HN0230.The dynamic height is computed by dividing the NAVD 88
 HN0230.geopotential number by the normal gravity value computed on the
 HN0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0230.degrees latitude (g = 980.6199 gals.).
 HN0230
 HN0230.The modeled gravity was interpolated from observed gravity values.
 HN0230
 HN0230;                    North         East    Units  Estimated Accuracy
 HN0230;SPC UT S     - 3,066,470.      568,740.      MT  (+/- 180 meters Scaled)
 HN0230
 HN0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG243240(NAD 83)
 HN0230
 HN0230                          SUPERSEDED SURVEY CONTROL
 HN0230
 HN0230  NGVD 29 (??/??/92) 1444.870  (m)         4740.38   (f) ADJ UNCH    1 2
 HN0230
 HN0230.Superseded values are not recommended for survey control.
 HN0230
 HN0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0230.See file dsdata.pdf to determine how the superseded data were derived.
 HN0230
 HN0230_MARKER: DB = BENCH MARK DISK
 HN0230_SETTING: 66 = SET IN ROCK OUTCROP
 HN0230_STAMPING: T 149 1962
 HN0230_MARK LOGO: CGS
 HN0230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0230+STABILITY: POSITION/ELEVATION WELL
 HN0230
 HN0230  HISTORY     - Date     Condition        Report By
 HN0230  HISTORY     - 1962     MONUMENTED       CGS
 HN0230
 HN0230                          STATION DESCRIPTION
 HN0230
 HN0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0230'70.35 MI SW FROM FRY CANYON.
 HN0230'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0230'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0230'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0230'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0230'TRAIL ROAD.  THENCE 15.75 MILES SOUTHWEST ALONG A TRAIL ROAD.  ABOUT
 HN0230'1.0 MILE WEST OF GREAT BEND ON THE SAN JUAN RIVER, ABOUT 120 FEET WEST
 HN0230'OF THE EAST EDGE OF WILSON MESA, 100 FEET EAST OF THE CENTER LINE OF
 HN0230'THE ROAD, SET IN THE TOP OF A ROCK OUTCROP, 55 FEET NORTHEAST OF A
 HN0230'METAL WITNESS POST, AND 20 FEET BELOW THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0283 ***********************************************************************
 JM0283  DESIGNATION -  T 15
 JM0283  PID         -  JM0283
 JM0283  STATE/COUNTY-  UT/GRAND
 JM0283  COUNTRY     -  US
 JM0283  USGS QUAD   -  THOMPSON SPRINGS (2017)
 JM0283
 JM0283                         *CURRENT SURVEY CONTROL
 JM0283  ______________________________________________________________________
 JM0283* NAD 83(1986) POSITION- 38 57 55.2    (N) 109 44 50.7    (W)   HD_HELD2
 JM0283* NAVD 88 ORTHO HEIGHT -  1539.559 (meters)     5051.04  (feet) ADJUSTED
 JM0283  ______________________________________________________________________
 JM0283  GEOID HEIGHT    -        -19.925 (meters)                     GEOID18
 JM0283  DYNAMIC HEIGHT  -       1537.985 (meters)     5045.87  (feet) COMP
 JM0283  MODELED GRAVITY -    979,552.0   (mgal)                       NAVD 88
 JM0283
 JM0283  VERT ORDER      -  FIRST     CLASS II
 JM0283
 JM0283.The horizontal coordinates were established by autonomous hand held GPS
 JM0283.observations and have an estimated accuracy of +/- 10 meters.
 JM0283
 JM0283.The orthometric height was determined by differential leveling and
 JM0283.adjusted by the NATIONAL GEODETIC SURVEY
 JM0283.in June 1991.
 JM0283
 JM0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0283.GEOID18 height accuracy estimate available here.
 JM0283
 JM0283.Click photographs - Photos may exist for this station.
 JM0283
 JM0283.The dynamic height is computed by dividing the NAVD 88
 JM0283.geopotential number by the normal gravity value computed on the
 JM0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0283.degrees latitude (g = 980.6199 gals.).
 JM0283
 JM0283.The modeled gravity was interpolated from observed gravity values.
 JM0283
 JM0283;                    North         East    Units  Estimated Accuracy
 JM0283;SPC UT C     - 2,071,654.      651,886.      MT  (+/- 10 meters HH2 GPS)
 JM0283
 JM0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ0851813675(NAD 83)
 JM0283
 JM0283                          SUPERSEDED SURVEY CONTROL
 JM0283
 JM0283  NGVD 29 (??/??/92) 1538.490  (m)         5047.53   (f) ADJ UNCH    1 2
 JM0283
 JM0283.Superseded values are not recommended for survey control.
 JM0283
 JM0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0283.See file dsdata.pdf to determine how the superseded data were derived.
 JM0283
 JM0283_MARKER: DB = BENCH MARK DISK
 JM0283_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JM0283_SP_SET: CULVERT HEADWALL
 JM0283_STAMPING: 5047.529 T 15 1927
 JM0283_MARK LOGO: CGS
 JM0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0283+STABILITY: SURFACE MOTION
 JM0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0283+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2019
 JM0283
 JM0283  HISTORY     - Date     Condition        Report By
 JM0283  HISTORY     - 1927     MONUMENTED       CGS
 JM0283  HISTORY     - 1958     GOOD             USGS
 JM0283  HISTORY     - 20091029 GOOD             GEOCAC
 JM0283  HISTORY     - 20190918 GOOD             NGS
 JM0283
 JM0283                          STATION DESCRIPTION
 JM0283
 JM0283'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JM0283'1.9 MI SW FROM THOMPSON.
 JM0283'1.9 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JM0283'FROM THOMPSON, GRAND COUNTY, 0.5 MILE WEST OF THE POINT WHERE A
 JM0283'DISMANTLED SECTION OF THE OLD GRADE INTERSECTS THE NEW ALIGNMENT, ON
 JM0283'THE DISMANTLED SECTION, AT A CONCRETE CULVERT, IN THE TOP OF THE EAST
 JM0283'END OF THE NORTH HEADWALL, 14 FEET NORTH OF THE CENTERLINE OF THE
 JM0283'BALLAST, AND ABOUT 3 FEET LOWER THAN THE OLD ROADBED.  A STANDARD
 JM0283'DISK, STAMPED 5047.529 T 15 1927.
 JM0283
 JM0283                          STATION RECOVERY (2009)
 JM0283
 JM0283'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0283'RECOVERED IN GOOD CONDITION.
 JM0283
 JM0283                          STATION RECOVERY (2019)
 JM0283
 JM0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (DW)
 JM0283'THE STATION IS WEST OF THOMPSON SPRINGS, UT, ON OLD D+RGW RAILROAD
 JM0283'GRADE SOUTH OF CURRENT UNION PACIFIC LINE, 1.9 MI (3.1 KM) SOUTHWEST
 JM0283'ALONG LINE AND GRADE FROM CROSSING OF UT 94.  OR IT IS 1.75 MI (2.82
 JM0283'KM) SOUTHWEST ALONG OLD ROUTE US 6 AND 50 FROM UT 94, THENCE HIKE 550
 JM0283'FT (167.6 M) NORTH-NORTHWEST TO GRADE.  DISK IS SET IN CONCRETE
 JM0283'CULVERT HEADWALL, 14 FT (4.3 M) NORTH OF THE CENTERLINE OF BALLAST,
 JM0283'ABOUT 3 FT (0.9 M) BELOW GRADE AND 1 FT (0.3 M) WEST OF EAST END.
 JM0283'NEEDS A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0147 ***********************************************************************
 HN0147  DESIGNATION -  T 150
 HN0147  PID         -  HN0147
 HN0147  STATE/COUNTY-  UT/SAN JUAN
 HN0147  COUNTRY     -  US
 HN0147  USGS QUAD   -  MONITOR BUTTE (2017)
 HN0147
 HN0147                         *CURRENT SURVEY CONTROL
 HN0147  ______________________________________________________________________
 HN0147* NAD 83(1986) POSITION- 37 14 51.     (N) 110 23 30.     (W)   SCALED
 HN0147* NAVD 88 ORTHO HEIGHT -  1205.450 (meters)     3954.88  (feet) ADJUSTED
 HN0147  ______________________________________________________________________
 HN0147  GEOID HEIGHT    -        -21.762 (meters)                     GEOID18
 HN0147  DYNAMIC HEIGHT  -       1204.163 (meters)     3950.66  (feet) COMP
 HN0147  MODELED GRAVITY -    979,521.5   (mgal)                       NAVD 88
 HN0147
 HN0147  VERT ORDER      -  FIRST     CLASS II
 HN0147
 HN0147.The horizontal coordinates were scaled from a map and have
 HN0147.an estimated accuracy of +/- 6 seconds.
 HN0147
 HN0147.The orthometric height was determined by differential leveling and
 HN0147.adjusted by the NATIONAL GEODETIC SURVEY
 HN0147.in June 1991.
 HN0147
 HN0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0147.GEOID18 height accuracy estimate available here.
 HN0147
 HN0147.Click photographs - Photos may exist for this station.
 HN0147
 HN0147.The dynamic height is computed by dividing the NAVD 88
 HN0147.geopotential number by the normal gravity value computed on the
 HN0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0147.degrees latitude (g = 980.6199 gals.).
 HN0147
 HN0147.The modeled gravity was interpolated from observed gravity values.
 HN0147
 HN0147;                    North         East    Units  Estimated Accuracy
 HN0147;SPC UT S     - 3,065,050.      598,330.      MT  (+/- 180 meters Scaled)
 HN0147
 HN0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG539225(NAD 83)
 HN0147
 HN0147                          SUPERSEDED SURVEY CONTROL
 HN0147
 HN0147  NGVD 29 (??/??/92) 1204.592  (m)         3952.07   (f) ADJ UNCH    1 2
 HN0147
 HN0147.Superseded values are not recommended for survey control.
 HN0147
 HN0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0147.See file dsdata.pdf to determine how the superseded data were derived.
 HN0147
 HN0147_MARKER: DB = BENCH MARK DISK
 HN0147_SETTING: 66 = SET IN ROCK OUTCROP
 HN0147_STAMPING: T 150 1962
 HN0147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0147+STABILITY: POSITION/ELEVATION WELL
 HN0147
 HN0147  HISTORY     - Date     Condition        Report By
 HN0147  HISTORY     - 1962     MONUMENTED       CGS
 HN0147
 HN0147                          STATION DESCRIPTION
 HN0147
 HN0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0147'20.7 MI NW FROM OLJATO.
 HN0147'ABOUT 17.15 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0147'FROM THE TRADING POST AT OLJATO.  THENCE 3.55 MILES NORTHEAST ACROSS
 HN0147'COUNTRY BY FOOT ONLY TOWARDS THE SAN JUAN RIVER, ABOUT 180 FEET SOUTH
 HN0147'OF THE SOUTH RIM OF A DEEP NARROW WASH, 69.0 FEET NORTH OF A ROCK
 HN0147'CAIRN, AND SET IN BEDROCK IN A FLAT ROCK AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0430 ***********************************************************************
 HN0430  DESIGNATION -  T 151
 HN0430  PID         -  HN0430
 HN0430  STATE/COUNTY-  UT/KANE
 HN0430  COUNTRY     -  US
 HN0430  USGS QUAD   -  SIT DOWN BENCH (2017)
 HN0430
 HN0430                         *CURRENT SURVEY CONTROL
 HN0430  ______________________________________________________________________
 HN0430* NAD 83(1986) POSITION- 37 07 52.     (N) 111 16 47.     (W)   SCALED
 HN0430* NAVD 88 ORTHO HEIGHT -  1289.584 (meters)     4230.91  (feet) ADJUSTED
 HN0430  ______________________________________________________________________
 HN0430  GEOID HEIGHT    -        -23.188 (meters)                     GEOID18
 HN0430  DYNAMIC HEIGHT  -       1288.049 (meters)     4225.87  (feet) COMP
 HN0430  MODELED GRAVITY -    979,398.2   (mgal)                       NAVD 88
 HN0430
 HN0430  VERT ORDER      -  FIRST     CLASS II
 HN0430
 HN0430.The horizontal coordinates were scaled from a map and have
 HN0430.an estimated accuracy of +/- 6 seconds.
 HN0430
 HN0430.The orthometric height was determined by differential leveling and
 HN0430.adjusted by the NATIONAL GEODETIC SURVEY
 HN0430.in June 1991.
 HN0430
 HN0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0430.GEOID18 height accuracy estimate available here.
 HN0430
 HN0430.Click photographs - Photos may exist for this station.
 HN0430
 HN0430.The dynamic height is computed by dividing the NAVD 88
 HN0430.geopotential number by the normal gravity value computed on the
 HN0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0430.degrees latitude (g = 980.6199 gals.).
 HN0430
 HN0430.The modeled gravity was interpolated from observed gravity values.
 HN0430
 HN0430;                    North         East    Units  Estimated Accuracy
 HN0430;SPC UT S     - 3,051,570.      519,570.      MT  (+/- 180 meters Scaled)
 HN0430
 HN0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG751094(NAD 83)
 HN0430
 HN0430                          SUPERSEDED SURVEY CONTROL
 HN0430
 HN0430  NGVD 29 (??/??/92) 1288.590  (m)         4227.65   (f) ADJ UNCH    1 2
 HN0430
 HN0430.Superseded values are not recommended for survey control.
 HN0430
 HN0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0430.See file dsdata.pdf to determine how the superseded data were derived.
 HN0430
 HN0430_MARKER: DB = BENCH MARK DISK
 HN0430_SETTING: 66 = SET IN ROCK OUTCROP
 HN0430_STAMPING: T 151 1962
 HN0430_MARK LOGO: CGS
 HN0430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0430+STABILITY: POSITION/ELEVATION WELL
 HN0430
 HN0430  HISTORY     - Date     Condition        Report By
 HN0430  HISTORY     - 1962     MONUMENTED       CGS
 HN0430
 HN0430                          STATION DESCRIPTION
 HN0430
 HN0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0430'28.65 MI E FROM GLEN CANYON CITY.
 HN0430'ABOUT 17.75 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0430'SERVICE STATION AT GLEN CANYON CITY.  THENCE 8.8 MILES EAST ALONG A
 HN0430'DIM BULLDOZED TRAIL ROAD TO A SMALL POND SURROUNDED WITH TAMARISK
 HN0430'BUSHES.  THENCE 2.1 MILES EAST ACROSS COUNTRY TO THE WEST RIM OF LAST
 HN0430'CHANCE CREEK, ON THE EASTERN END OF A VERY NARROW STRIP OF LAND WHICH
 HN0430'IS BETWEEN TWO LARGE CANYONS, 130 FEET WEST-SOUTHWEST OF THE WEST RIM
 HN0430'OF LAST CHANCE CREEK, 95 FEET WEST OF A METAL WITNESS POST, AND SET IN
 HN0430'THE TOP OF A LARGE FLAT ROCK PROJECTING ABOUT 18 INCHES ABOVE THE
 HN0430'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0380 ***********************************************************************
 HN0380  DESIGNATION -  T 152
 HN0380  PID         -  HN0380
 HN0380  STATE/COUNTY-  UT/KANE
 HN0380  COUNTRY     -  US
 HN0380  USGS QUAD   -  NAVAJO POINT (2017)
 HN0380
 HN0380                         *CURRENT SURVEY CONTROL
 HN0380  ______________________________________________________________________
 HN0380* NAD 83(1986) POSITION- 37 08 12.     (N) 111 01 06.     (W)   SCALED
 HN0380* NAVD 88 ORTHO HEIGHT -  1257.622 (meters)     4126.05  (feet) ADJUSTED
 HN0380  ______________________________________________________________________
 HN0380  GEOID HEIGHT    -        -22.911 (meters)                     GEOID18
 HN0380  DYNAMIC HEIGHT  -       1256.071 (meters)     4120.96  (feet) COMP
 HN0380  MODELED GRAVITY -    979,357.5   (mgal)                       NAVD 88
 HN0380
 HN0380  VERT ORDER      -  FIRST     CLASS II
 HN0380
 HN0380.The horizontal coordinates were scaled from a map and have
 HN0380.an estimated accuracy of +/- 6 seconds.
 HN0380
 HN0380.The orthometric height was determined by differential leveling and
 HN0380.adjusted by the NATIONAL GEODETIC SURVEY
 HN0380.in June 1991.
 HN0380
 HN0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0380.GEOID18 height accuracy estimate available here.
 HN0380
 HN0380.Click photographs - Photos may exist for this station.
 HN0380
 HN0380.The dynamic height is computed by dividing the NAVD 88
 HN0380.geopotential number by the normal gravity value computed on the
 HN0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0380.degrees latitude (g = 980.6199 gals.).
 HN0380
 HN0380.The modeled gravity was interpolated from observed gravity values.
 HN0380
 HN0380;                    North         East    Units  Estimated Accuracy
 HN0380;SPC UT S     - 3,052,270.      542,800.      MT  (+/- 180 meters Scaled)
 HN0380
 HN0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG983100(NAD 83)
 HN0380
 HN0380                          SUPERSEDED SURVEY CONTROL
 HN0380
 HN0380  NGVD 29 (??/??/92) 1256.520  (m)         4122.43   (f) ADJ UNCH    1 2
 HN0380
 HN0380.Superseded values are not recommended for survey control.
 HN0380
 HN0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0380.See file dsdata.pdf to determine how the superseded data were derived.
 HN0380
 HN0380_MARKER: DB = BENCH MARK DISK
 HN0380_SETTING: 80 = SET IN A BOULDER
 HN0380_STAMPING: T 152 1962
 HN0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0380+STABILITY: SURFACE MOTION
 HN0380
 HN0380  HISTORY     - Date     Condition        Report By
 HN0380  HISTORY     - 1962     MONUMENTED       CGS
 HN0380
 HN0380                          STATION DESCRIPTION
 HN0380
 HN0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0380'20.45 MI SW FROM HOLE IN THE ROCK.
 HN0380'ABOUT 20.45 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM
 HN0380'HOLE-IN-THE-ROCK.  ABOUT 0.15 MILE NORTHEAST OF THE BASE OF A CLIFF,
 HN0380'SET IN THE TOP OF A LARGE BOULDER, 25 FEET NORTHWEST OF THE CENTER OF
 HN0380'A SMALL WASH, AND 9.7 FEET NORTHEAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0453 ***********************************************************************
 HN0453  DESIGNATION -  T 153
 HN0453  PID         -  HN0453
 HN0453  STATE/COUNTY-  UT/KANE
 HN0453  COUNTRY     -  US
 HN0453  USGS QUAD   -  NAVAJO POINT (2017)
 HN0453
 HN0453                         *CURRENT SURVEY CONTROL
 HN0453  ______________________________________________________________________
 HN0453* NAD 83(1986) POSITION- 37 09 53.     (N) 111 02 27.     (W)   SCALED
 HN0453* NAVD 88 ORTHO HEIGHT -  1905.768 (meters)     6252.51  (feet) ADJUSTED
 HN0453  ______________________________________________________________________
 HN0453  GEOID HEIGHT    -        -22.797 (meters)                     GEOID18
 HN0453  DYNAMIC HEIGHT  -       1903.417 (meters)     6244.79  (feet) COMP
 HN0453  MODELED GRAVITY -    979,329.3   (mgal)                       NAVD 88
 HN0453
 HN0453  VERT ORDER      -  FIRST     CLASS II
 HN0453
 HN0453.The horizontal coordinates were scaled from a map and have
 HN0453.an estimated accuracy of +/- 6 seconds.
 HN0453
 HN0453.The orthometric height was determined by differential leveling and
 HN0453.adjusted by the NATIONAL GEODETIC SURVEY
 HN0453.in June 1991.
 HN0453
 HN0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0453.GEOID18 height accuracy estimate available here.
 HN0453
 HN0453.Click photographs - Photos may exist for this station.
 HN0453
 HN0453.The dynamic height is computed by dividing the NAVD 88
 HN0453.geopotential number by the normal gravity value computed on the
 HN0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0453.degrees latitude (g = 980.6199 gals.).
 HN0453
 HN0453.The modeled gravity was interpolated from observed gravity values.
 HN0453
 HN0453;                    North         East    Units  Estimated Accuracy
 HN0453;SPC UT S     - 3,055,380.      540,780.      MT  (+/- 180 meters Scaled)
 HN0453
 HN0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG963131(NAD 83)
 HN0453
 HN0453                          SUPERSEDED SURVEY CONTROL
 HN0453
 HN0453  NGVD 29 (??/??/92) 1904.740  (m)         6249.13   (f) ADJ UNCH    1 2
 HN0453
 HN0453.Superseded values are not recommended for survey control.
 HN0453
 HN0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0453.See file dsdata.pdf to determine how the superseded data were derived.
 HN0453
 HN0453_MARKER: DB = BENCH MARK DISK
 HN0453_SETTING: 80 = SET IN A BOULDER
 HN0453_STAMPING: T 153 1962
 HN0453_MARK LOGO: CGS
 HN0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0453+STABILITY: SURFACE MOTION
 HN0453
 HN0453  HISTORY     - Date     Condition        Report By
 HN0453  HISTORY     - 1962     MONUMENTED       CGS
 HN0453
 HN0453                          STATION DESCRIPTION
 HN0453
 HN0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0453'20.25 MI SW FROM HOLE-IN-THE-ROCK.
 HN0453'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0453'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0453'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0453'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0453'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0453'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0453'PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0453'HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0453'CLIFFS.  THENCE 2.4 MILES SOUTH-SOUTHEAST ALONG A COW PATH.  THENCE
 HN0453'3.1 MILES SOUTH ACROSS ROCKY COUNTRY TOWARDS NAVAJO POINT.  THENCE 3.0
 HN0453'MILES NORTHWEST ALONG A COW PATH AND AROUND NAVAJO POINT, WEST OF
 HN0453'NAVAJO POINT, 9.0 FEET NORTHEAST OF A METAL WITNESS POST, AND SET IN
 HN0453'THE TOP OF A BOULDER WHICH PROJECTS ABOUT 2-FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0324 ***********************************************************************
 MS0324  DESIGNATION -  T 154
 MS0324  PID         -  MS0324
 MS0324  STATE/COUNTY-  UT/BOX ELDER
 MS0324  COUNTRY     -  US
 MS0324  USGS QUAD   -  GROOME (2017)
 MS0324
 MS0324                         *CURRENT SURVEY CONTROL
 MS0324  ______________________________________________________________________
 MS0324* NAD 83(1986) POSITION- 41 17 10.     (N) 113 21 15.     (W)   SCALED
 MS0324* NAVD 88 ORTHO HEIGHT -  1286.435 (meters)     4220.58  (feet) ADJUSTED
 MS0324  ______________________________________________________________________
 MS0324  GEOID HEIGHT    -        -16.887 (meters)                     GEOID18
 MS0324  DYNAMIC HEIGHT  -       1285.541 (meters)     4217.65  (feet) COMP
 MS0324  MODELED GRAVITY -    979,883.4   (mgal)                       NAVD 88
 MS0324
 MS0324  VERT ORDER      -  SECOND    CLASS 0
 MS0324
 MS0324.The horizontal coordinates were scaled from a map and have
 MS0324.an estimated accuracy of +/- 6 seconds.
 MS0324
 MS0324.The orthometric height was determined by differential leveling and
 MS0324.adjusted by the NATIONAL GEODETIC SURVEY
 MS0324.in June 1991.
 MS0324
 MS0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0324.GEOID18 height accuracy estimate available here.
 MS0324
 MS0324.Click photographs - Photos may exist for this station.
 MS0324
 MS0324.The dynamic height is computed by dividing the NAVD 88
 MS0324.geopotential number by the normal gravity value computed on the
 MS0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0324.degrees latitude (g = 980.6199 gals.).
 MS0324
 MS0324.The modeled gravity was interpolated from observed gravity values.
 MS0324
 MS0324;                    North         East    Units  Estimated Accuracy
 MS0324;SPC UT N     - 1,107,460.      344,690.      MT  (+/- 180 meters Scaled)
 MS0324
 MS0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL028731(NAD 83)
 MS0324
 MS0324                          SUPERSEDED SURVEY CONTROL
 MS0324
 MS0324  NGVD 29 (??/??/92) 1285.449  (m)         4217.34   (f) ADJ UNCH    2 0
 MS0324
 MS0324.Superseded values are not recommended for survey control.
 MS0324
 MS0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0324.See file dsdata.pdf to determine how the superseded data were derived.
 MS0324
 MS0324_MARKER: DB = BENCH MARK DISK
 MS0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0324_STAMPING: T 154 1966
 MS0324_MARK LOGO: CGS
 MS0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0324+STABILITY: SURFACE MOTION
 MS0324
 MS0324  HISTORY     - Date     Condition        Report By
 MS0324  HISTORY     - 1966     MONUMENTED       CGS
 MS0324
 MS0324                          STATION DESCRIPTION
 MS0324
 MS0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0324'12.2 MI W FROM HOGUP.
 MS0324'12.2 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STOCK
 MS0324'PENS AT HOGUP, 2 FEET EAST OF THE SEVENTH POLE WEST OF MILE POST 709,
 MS0324'58.5 FEET NORTH OF THE NORTH RAIL, 2.1 FEET WEST OF A WITNESS POST,
 MS0324'ABOUT 6 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST
 MS0324'PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0404 ***********************************************************************
 MS0404  DESIGNATION -  T 155
 MS0404  PID         -  MS0404
 MS0404  STATE/COUNTY-  UT/BOX ELDER
 MS0404  COUNTRY     -  US
 MS0404  USGS QUAD   -  PIGEON MOUNTAIN (2017)
 MS0404
 MS0404                         *CURRENT SURVEY CONTROL
 MS0404  ______________________________________________________________________
 MS0404* NAD 83(1986) POSITION- 41 20 19.     (N) 113 52 17.     (W)   SCALED
 MS0404* NAVD 88 ORTHO HEIGHT -  1353.465 (meters)     4440.49  (feet) ADJUSTED
 MS0404  ______________________________________________________________________
 MS0404  GEOID HEIGHT    -        -16.820 (meters)                     GEOID18
 MS0404  DYNAMIC HEIGHT  -       1352.499 (meters)     4437.32  (feet) COMP
 MS0404  MODELED GRAVITY -    979,862.6   (mgal)                       NAVD 88
 MS0404
 MS0404  VERT ORDER      -  SECOND    CLASS 0
 MS0404
 MS0404.The horizontal coordinates were scaled from a map and have
 MS0404.an estimated accuracy of +/- 6 seconds.
 MS0404
 MS0404.The orthometric height was determined by differential leveling and
 MS0404.adjusted by the NATIONAL GEODETIC SURVEY
 MS0404.in June 1991.
 MS0404
 MS0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0404.GEOID18 height accuracy estimate available here.
 MS0404
 MS0404.Click photographs - Photos may exist for this station.
 MS0404
 MS0404.The dynamic height is computed by dividing the NAVD 88
 MS0404.geopotential number by the normal gravity value computed on the
 MS0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0404.degrees latitude (g = 980.6199 gals.).
 MS0404
 MS0404.The modeled gravity was interpolated from observed gravity values.
 MS0404
 MS0404;                    North         East    Units  Estimated Accuracy
 MS0404;SPC UT N     - 1,114,340.      301,540.      MT  (+/- 180 meters Scaled)
 MS0404
 MS0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL597803(NAD 83)
 MS0404
 MS0404                          SUPERSEDED SURVEY CONTROL
 MS0404
 MS0404  NGVD 29 (??/??/92) 1352.45   (m)         4437.2    (f) COMPUTED    2 0
 MS0404
 MS0404.Superseded values are not recommended for survey control.
 MS0404
 MS0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0404.See file dsdata.pdf to determine how the superseded data were derived.
 MS0404
 MS0404_MARKER: DB = BENCH MARK DISK
 MS0404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0404_SP_SET: ABUTMENT
 MS0404_STAMPING: T 155 1966
 MS0404_MARK LOGO: CGS
 MS0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0404
 MS0404  HISTORY     - Date     Condition        Report By
 MS0404  HISTORY     - 1966     MONUMENTED       CGS
 MS0404
 MS0404                          STATION DESCRIPTION
 MS0404
 MS0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0404'2.2 MI SE FROM LUCIN.
 MS0404'2.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 MS0404'CROSSING OF STATE HIGHWAY 70 AT LUCIN, IN THE TOP AND 1.1 FEET SOUTH
 MS0404'OF THE NORTH END OF THE WEST ABUTMENT OF BRIDGE 681.62, 7.6 FEET NORTH
 MS0404'OF THE NORTH RAIL AND ABOUT 1 FOOT LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0314 ***********************************************************************
 LO0314  DESIGNATION -  T 159
 LO0314  PID         -  LO0314
 LO0314  STATE/COUNTY-  UT/WASATCH
 LO0314  COUNTRY     -  US
 LO0314  USGS QUAD   -  SOAPSTONE BASIN (2017)
 LO0314
 LO0314                         *CURRENT SURVEY CONTROL
 LO0314  ______________________________________________________________________
 LO0314* NAD 83(1986) POSITION- 40 31 27.     (N) 111 01 53.     (W)   SCALED
 LO0314* NAVD 88 ORTHO HEIGHT -  2707.862 (meters)     8884.04  (feet) ADJUSTED
 LO0314  ______________________________________________________________________
 LO0314  GEOID HEIGHT    -        -14.025 (meters)                     GEOID18
 LO0314  DYNAMIC HEIGHT  -       2705.002 (meters)     8874.66  (feet) COMP
 LO0314  MODELED GRAVITY -    979,469.3   (mgal)                       NAVD 88
 LO0314
 LO0314  VERT ORDER      -  SECOND    CLASS 0
 LO0314
 LO0314.The horizontal coordinates were scaled from a map and have
 LO0314.an estimated accuracy of +/- 6 seconds.
 LO0314
 LO0314.The orthometric height was determined by differential leveling and
 LO0314.adjusted by the NATIONAL GEODETIC SURVEY
 LO0314.in June 1991.
 LO0314
 LO0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0314.GEOID18 height accuracy estimate available here.
 LO0314
 LO0314.Click photographs - Photos may exist for this station.
 LO0314
 LO0314.The dynamic height is computed by dividing the NAVD 88
 LO0314.geopotential number by the normal gravity value computed on the
 LO0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0314.degrees latitude (g = 980.6199 gals.).
 LO0314
 LO0314.The modeled gravity was interpolated from observed gravity values.
 LO0314
 LO0314;                    North         East    Units  Estimated Accuracy
 LO0314;SPC UT C     - 2,243,340.      539,710.      MT  (+/- 180 meters Scaled)
 LO0314
 LO0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK973859(NAD 83)
 LO0314
 LO0314                          SUPERSEDED SURVEY CONTROL
 LO0314
 LO0314  NGVD 29 (??/??/92) 2706.405  (m)         8879.26   (f) ADJ UNCH    2 0
 LO0314
 LO0314.Superseded values are not recommended for survey control.
 LO0314
 LO0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0314.See file dsdata.pdf to determine how the superseded data were derived.
 LO0314
 LO0314_MARKER: DB = BENCH MARK DISK
 LO0314_SETTING: 80 = SET IN A BOULDER
 LO0314_STAMPING: T 159 1962
 LO0314_MARK LOGO: CGS
 LO0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0314+STABILITY: SURFACE MOTION
 LO0314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LO0314+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2006
 LO0314
 LO0314  HISTORY     - Date     Condition        Report By
 LO0314  HISTORY     - 1962     MONUMENTED       CGS
 LO0314  HISTORY     - 20060815 GOOD             INDIV
 LO0314
 LO0314                          STATION DESCRIPTION
 LO0314
 LO0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0314'21.6 MI SE FROM KAMAS.
 LO0314'14.95 MILES EAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0314'HIGHWAY 189 ALTERNATE AT KAMAS, THENCE 6.65 MILES SOUTH ALONG A DIRT
 LO0314'ROAD, IN THE TOP OF A 2 1/2- BY 4-FOOT BOULDER WHICH PROJECTS 0.8 FOOT
 LO0314'ABOVE THE GROUND, 31 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 72
 LO0314'FEET WEST-SOUTHWEST OF THE NORTHWEST END OF A 24-INCH PIPE CULVERT,
 LO0314'AND ABOUT 6 FEET HIGHER THAN THE ROAD.
 LO0314
 LO0314                          STATION RECOVERY (2006)
 LO0314
 LO0314'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RW)
 LO0314'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0051 ***********************************************************************
 KN0051  DESIGNATION -  T 16
 KN0051  PID         -  KN0051
 KN0051  STATE/COUNTY-  UT/EMERY
 KN0051  COUNTRY     -  US
 KN0051  USGS QUAD   -  MOUNDS (2017)
 KN0051
 KN0051                         *CURRENT SURVEY CONTROL
 KN0051  ______________________________________________________________________
 KN0051* NAD 83(1986) POSITION- 39 27 33.     (N) 110 33 02.     (W)   SCALED
 KN0051* NAVD 88 ORTHO HEIGHT -  1625.509 (meters)     5333.02  (feet) ADJUSTED
 KN0051  ______________________________________________________________________
 KN0051  GEOID HEIGHT    -        -17.831 (meters)                     GEOID18
 KN0051  DYNAMIC HEIGHT  -       1623.910 (meters)     5327.78  (feet) COMP
 KN0051  MODELED GRAVITY -    979,585.9   (mgal)                       NAVD 88
 KN0051
 KN0051  VERT ORDER      -  FIRST     CLASS II
 KN0051
 KN0051.The horizontal coordinates were scaled from a map and have
 KN0051.an estimated accuracy of +/- 6 seconds.
 KN0051
 KN0051.The orthometric height was determined by differential leveling and
 KN0051.adjusted by the NATIONAL GEODETIC SURVEY
 KN0051.in June 1991.
 KN0051
 KN0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0051.GEOID18 height accuracy estimate available here.
 KN0051
 KN0051.Click photographs - Photos may exist for this station.
 KN0051
 KN0051.The dynamic height is computed by dividing the NAVD 88
 KN0051.geopotential number by the normal gravity value computed on the
 KN0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0051.degrees latitude (g = 980.6199 gals.).
 KN0051
 KN0051.The modeled gravity was interpolated from observed gravity values.
 KN0051
 KN0051;                    North         East    Units  Estimated Accuracy
 KN0051;SPC UT C     - 2,125,420.      581,710.      MT  (+/- 180 meters Scaled)
 KN0051
 KN0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ386678(NAD 83)
 KN0051
 KN0051                          SUPERSEDED SURVEY CONTROL
 KN0051
 KN0051  NGVD 29 (??/??/92) 1624.450  (m)         5329.55   (f) ADJ UNCH    1 2
 KN0051
 KN0051.Superseded values are not recommended for survey control.
 KN0051
 KN0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0051.See file dsdata.pdf to determine how the superseded data were derived.
 KN0051
 KN0051_MARKER: DB = BENCH MARK DISK
 KN0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0051_SP_SET: BRIDGE
 KN0051_STAMPING: 5329.550 T 16 1927
 KN0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0051
 KN0051  HISTORY     - Date     Condition        Report By
 KN0051  HISTORY     - 1927     MONUMENTED       CGS
 KN0051  HISTORY     - 1934     GOOD             CGS
 KN0051  HISTORY     - 1969     MARK NOT FOUND   USGS
 KN0051
 KN0051                          STATION DESCRIPTION
 KN0051
 KN0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0051'2.5 MI SE FROM MOUNDS.
 KN0051'2.5 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0051'FROM MOUNDS, EMERY COUNTY, AT CONCRETE ARCH BRIDGE 600A, IN THE EAST
 KN0051'END OF THE NORTH SIDE OF THE BRIDGE, AND 10 FEET NORTH OF THE
 KN0051'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 5329.550 T 16 1927.
 KN0051'NOTE-- THE RAILROAD GRADE HAS BEEN RAISED IN THIS AREA, AND THE ARCH
 KN0051'BRIDGE IN WHICH IT IS LOCATED HAS BEEN WIDENED.  STATION IS PRESUMED
 KN0051'DESTROYED, OR COVERED BY SEVERAL FEET OF FILL DIRT.
 KN0051
 KN0051                          STATION RECOVERY (1969)
 KN0051
 KN0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KN0051'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0186 ***********************************************************************
 LO0186  DESIGNATION -  T 160
 LO0186  PID         -  LO0186
 LO0186  STATE/COUNTY-  UT/SUMMIT
 LO0186  COUNTRY     -  US
 LO0186  USGS QUAD   -  WHITNEY RESERVOIR (2017)
 LO0186
 LO0186                         *CURRENT SURVEY CONTROL
 LO0186  ______________________________________________________________________
 LO0186* NAD 83(1986) POSITION- 40 46 47.     (N) 110 53 08.     (W)   SCALED
 LO0186* NAVD 88 ORTHO HEIGHT -  2825.360 (meters)     9269.54  (feet) ADJUSTED
 LO0186  ______________________________________________________________________
 LO0186  GEOID HEIGHT    -        -12.897 (meters)                     GEOID18
 LO0186  DYNAMIC HEIGHT  -       2822.367 (meters)     9259.72  (feet) COMP
 LO0186  MODELED GRAVITY -    979,461.3   (mgal)                       NAVD 88
 LO0186
 LO0186  VERT ORDER      -  SECOND    CLASS 0
 LO0186
 LO0186.The horizontal coordinates were scaled from a map and have
 LO0186.an estimated accuracy of +/- 6 seconds.
 LO0186
 LO0186.The orthometric height was determined by differential leveling and
 LO0186.adjusted by the NATIONAL GEODETIC SURVEY
 LO0186.in June 1991.
 LO0186
 LO0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0186.GEOID18 height accuracy estimate available here.
 LO0186
 LO0186.Click photographs - Photos may exist for this station.
 LO0186
 LO0186.The dynamic height is computed by dividing the NAVD 88
 LO0186.geopotential number by the normal gravity value computed on the
 LO0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0186.degrees latitude (g = 980.6199 gals.).
 LO0186
 LO0186.The modeled gravity was interpolated from observed gravity values.
 LO0186
 LO0186;                    North         East    Units  Estimated Accuracy
 LO0186;SPC UT N     - 1,049,750.      551,870.      MT  (+/- 180 meters Scaled)
 LO0186
 LO0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL096143(NAD 83)
 LO0186
 LO0186                          SUPERSEDED SURVEY CONTROL
 LO0186
 LO0186  NGVD 29 (??/??/92) 2823.788  (m)         9264.38   (f) ADJ UNCH    2 0
 LO0186
 LO0186.Superseded values are not recommended for survey control.
 LO0186
 LO0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0186.See file dsdata.pdf to determine how the superseded data were derived.
 LO0186
 LO0186_MARKER: DB = BENCH MARK DISK
 LO0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0186_SP_SET: CULVERT
 LO0186_STAMPING: T 160 1962
 LO0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0186
 LO0186  HISTORY     - Date     Condition        Report By
 LO0186  HISTORY     - 1962     MONUMENTED       CGS
 LO0186
 LO0186                          STATION DESCRIPTION
 LO0186
 LO0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0186'39.55 MI NE FROM KAMAS.
 LO0186'39.55 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF
 LO0186'U.S. HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP AND 0.7 FOOT
 LO0186'SOUTH-SOUTHEAST OF THE NORTH-NORTHWEST END OF THE WEST-SOUTHWEST
 LO0186'CONCRETE HEAD WALL OF A CULVERT, 15 FEET WEST-SOUTHWEST OF THE CENTER
 LO0186'LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0342 ***********************************************************************
 LO0342  DESIGNATION -  T 161
 LO0342  PID         -  LO0342
 LO0342  STATE/COUNTY-  UT/SUMMIT
 LO0342  COUNTRY     -  US
 LO0342  USGS QUAD   -  UPTON (2017)
 LO0342
 LO0342                         *CURRENT SURVEY CONTROL
 LO0342  ______________________________________________________________________
 LO0342* NAD 83(1986) POSITION- 40 57 01.     (N) 111 11 59.     (W)   SCALED
 LO0342* NAVD 88 ORTHO HEIGHT -  1923.043 (meters)     6309.18  (feet) ADJUSTED
 LO0342  ______________________________________________________________________
 LO0342  GEOID HEIGHT    -        -15.242 (meters)                     GEOID18
 LO0342  DYNAMIC HEIGHT  -       1921.262 (meters)     6303.34  (feet) COMP
 LO0342  MODELED GRAVITY -    979,630.4   (mgal)                       NAVD 88
 LO0342
 LO0342  VERT ORDER      -  SECOND    CLASS 0
 LO0342
 LO0342.The horizontal coordinates were scaled from a map and have
 LO0342.an estimated accuracy of +/- 6 seconds.
 LO0342
 LO0342.The orthometric height was determined by differential leveling and
 LO0342.adjusted by the NATIONAL GEODETIC SURVEY
 LO0342.in June 1991.
 LO0342
 LO0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0342.GEOID18 height accuracy estimate available here.
 LO0342
 LO0342.Click photographs - Photos may exist for this station.
 LO0342
 LO0342.The dynamic height is computed by dividing the NAVD 88
 LO0342.geopotential number by the normal gravity value computed on the
 LO0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0342.degrees latitude (g = 980.6199 gals.).
 LO0342
 LO0342.The modeled gravity was interpolated from observed gravity values.
 LO0342
 LO0342;                    North         East    Units  Estimated Accuracy
 LO0342;SPC UT N     - 1,068,560.      525,280.      MT  (+/- 180 meters Scaled)
 LO0342
 LO0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL831332(NAD 83)
 LO0342
 LO0342                          SUPERSEDED SURVEY CONTROL
 LO0342
 LO0342  NGVD 29 (??/??/92) 1921.705  (m)         6304.79   (f) ADJ UNCH    2 0
 LO0342
 LO0342.Superseded values are not recommended for survey control.
 LO0342
 LO0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0342.See file dsdata.pdf to determine how the superseded data were derived.
 LO0342
 LO0342_MARKER: DB = BENCH MARK DISK
 LO0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0342_STAMPING: T 161 1962
 LO0342_MARK LOGO: CGS
 LO0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0342+STABILITY: SURFACE MOTION
 LO0342
 LO0342  HISTORY     - Date     Condition        Report By
 LO0342  HISTORY     - 1962     MONUMENTED       CGS
 LO0342
 LO0342                          STATION DESCRIPTION
 LO0342
 LO0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0342'12.6 MI E FROM COALVILLE.
 LO0342'12.6 MILES EAST ALONG STATE HIGHWAY 133 FROM THE COURT HOUSE AT
 LO0342'COALVILLE, 1 POLE NORTHWEST OF THE CROSSING OF AN UNDERGROUND PIPE
 LO0342'LINE, 47 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET
 LO0342'SOUTHEAST OF TELEPHONE POLE 1507, 2.5 FEET SOUTHWEST OF A FENCE, 2.3
 LO0342'FEET NORTHWEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE
 LO0342'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 LO0342'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0574 ***********************************************************************
 HN0574  DESIGNATION -  T 162
 HN0574  PID         -  HN0574
 HN0574  STATE/COUNTY-  UT/GARFIELD
 HN0574  COUNTRY     -  US
 HN0574  USGS QUAD   -  ESCALANTE (2017)
 HN0574
 HN0574                         *CURRENT SURVEY CONTROL
 HN0574  ______________________________________________________________________
 HN0574* NAD 83(1986) POSITION- 37 48 22.00   (N) 111 36 08.10   (W)   HD_HELD1
 HN0574* NAVD 88 ORTHO HEIGHT -  1814.715 (meters)     5953.78  (feet) ADJUSTED
 HN0574  ______________________________________________________________________
 HN0574  GEOID HEIGHT    -        -19.762 (meters)                     GEOID18
 HN0574  DYNAMIC HEIGHT  -       1812.610 (meters)     5946.87  (feet) COMP
 HN0574  MODELED GRAVITY -    979,405.4   (mgal)                       NAVD 88
 HN0574
 HN0574  VERT ORDER      -  SECOND    CLASS 0
 HN0574
 HN0574.The horizontal coordinates were determined by differentially corrected
 HN0574.hand held GPS observations or other comparable positioning techniques
 HN0574.and have an estimated accuracy of +/- 3 meters.
 HN0574
 HN0574.The orthometric height was determined by differential leveling and
 HN0574.adjusted by the NATIONAL GEODETIC SURVEY
 HN0574.in June 1991.
 HN0574
 HN0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0574.GEOID18 height accuracy estimate available here.
 HN0574
 HN0574.Click photographs - Photos may exist for this station.
 HN0574
 HN0574.The dynamic height is computed by dividing the NAVD 88
 HN0574.geopotential number by the normal gravity value computed on the
 HN0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0574.degrees latitude (g = 980.6199 gals.).
 HN0574
 HN0574.The modeled gravity was interpolated from observed gravity values.
 HN0574
 HN0574;                    North         East    Units  Estimated Accuracy
 HN0574;SPC UT S     - 3,126,464.5     490,996.0     MT  (+/- 3 meters HH1 GPS) 
 HN0574
 HN0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG4698484473(NAD 83)
 HN0574
 HN0574                          SUPERSEDED SURVEY CONTROL
 HN0574
 HN0574  NGVD 29 (??/??/92) 1813.505  (m)         5949.81   (f) ADJ UNCH    2 0
 HN0574
 HN0574.Superseded values are not recommended for survey control.
 HN0574
 HN0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0574.See file dsdata.pdf to determine how the superseded data were derived.
 HN0574
 HN0574_MARKER: DB = BENCH MARK DISK
 HN0574_SETTING: 66 = SET IN ROCK OUTCROP
 HN0574_STAMPING: T 162 1962
 HN0574_MARK LOGO: CGS
 HN0574_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0574+STABILITY: POSITION/ELEVATION WELL
 HN0574
 HN0574  HISTORY     - Date     Condition        Report By
 HN0574  HISTORY     - 1962     MONUMENTED       CGS
 HN0574  HISTORY     - 1963     GOOD             CGS
 HN0574
 HN0574                          STATION DESCRIPTION
 HN0574
 HN0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0574'3.0 MI N FROM ESCALANTE.
 HN0574'3.0 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMETARY SCHOOL AT
 HN0574'ESCALANTE, 0.2 MILE SOUTH-SOUTHEAST OF A CATTLEGUARD, ABOUT 120 FEET
 HN0574'NORTH-NORTHWEST OF A SMALL SUMMIT, IN THE TOP OF A LONG MASSIVE RIDGE
 HN0574'OF SANDSTONE OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 50
 HN0574'FEET EAST-NORTHEAST OF THE CENTER LINE OF THE ROAD, 5.6 FEET EAST OF A
 HN0574'WITNESS POST, AND ABOUT 3 FEET LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0640 ***********************************************************************
 HN0640  DESIGNATION -  T 163
 HN0640  PID         -  HN0640
 HN0640  STATE/COUNTY-  UT/GARFIELD
 HN0640  COUNTRY     -  US
 HN0640  USGS QUAD   -  WIDE HOLLOW RESERVOIR (2017)
 HN0640
 HN0640                         *CURRENT SURVEY CONTROL
 HN0640  ______________________________________________________________________
 HN0640* NAD 83(1986) POSITION- 37 45 28.1    (N) 111 41 55.4    (W)   HD_HELD2
 HN0640* NAVD 88 ORTHO HEIGHT -  1890.343 (meters)     6201.90  (feet) ADJUSTED
 HN0640  ______________________________________________________________________
 HN0640  GEOID HEIGHT    -        -19.845 (meters)                     GEOID18
 HN0640  DYNAMIC HEIGHT  -       1888.103 (meters)     6194.55  (feet) COMP
 HN0640  MODELED GRAVITY -    979,377.5   (mgal)                       NAVD 88
 HN0640
 HN0640  VERT ORDER      -  SECOND    CLASS 0
 HN0640
 HN0640.The horizontal coordinates were established by autonomous hand held GPS
 HN0640.observations and have an estimated accuracy of +/- 10 meters.
 HN0640
 HN0640.The orthometric height was determined by differential leveling and
 HN0640.adjusted by the NATIONAL GEODETIC SURVEY
 HN0640.in June 1991.
 HN0640
 HN0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0640.GEOID18 height accuracy estimate available here.
 HN0640
 HN0640.Click photographs - Photos may exist for this station.
 HN0640
 HN0640.The dynamic height is computed by dividing the NAVD 88
 HN0640.geopotential number by the normal gravity value computed on the
 HN0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0640.degrees latitude (g = 980.6199 gals.).
 HN0640
 HN0640.The modeled gravity was interpolated from observed gravity values.
 HN0640
 HN0640;                    North         East    Units  Estimated Accuracy
 HN0640;SPC UT S     - 3,121,117.      482,489.      MT  (+/- 10 meters HH2 GPS)
 HN0640
 HN0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG3845279173(NAD 83)
 HN0640
 HN0640                          SUPERSEDED SURVEY CONTROL
 HN0640
 HN0640  NGVD 29 (??/??/92) 1889.081  (m)         6197.76   (f) ADJ UNCH    2 0
 HN0640
 HN0640.Superseded values are not recommended for survey control.
 HN0640
 HN0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0640.See file dsdata.pdf to determine how the superseded data were derived.
 HN0640
 HN0640_MARKER: DB = BENCH MARK DISK
 HN0640_SETTING: 66 = SET IN ROCK OUTCROP
 HN0640_STAMPING: T 163 1962
 HN0640_MARK LOGO: CGS
 HN0640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0640+STABILITY: POSITION/ELEVATION WELL
 HN0640
 HN0640  HISTORY     - Date     Condition        Report By
 HN0640  HISTORY     - 1962     MONUMENTED       CGS
 HN0640  HISTORY     - 1963     GOOD             CGS
 HN0640
 HN0640                          STATION DESCRIPTION
 HN0640
 HN0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0640'5.85 MI W FROM ESCALANTE.
 HN0640'5.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0640'AT ESCALANTE, IN THE TOP OF A LEDGE OF A SANDSTONE OUTCROP, 35 FEET
 HN0640'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 109 FEET SOUTHWEST OF A
 HN0640'RIGHT-ANGLE POWER POLE, 21 FEET EAST OF THE CENTER OF THE SOUTHEAST
 HN0640'END OF A 48-INCH PIPE CULVERT, 6.0 FEET SOUTHEAST OF A WITNESS POST,
 HN0640'AND ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN1018 ***********************************************************************
 HN1018  DESIGNATION -  T 164 RESET
 HN1018  PID         -  HN1018
 HN1018  STATE/COUNTY-  UT/GARFIELD
 HN1018  COUNTRY     -  US
 HN1018  USGS QUAD   -  HENRIEVILLE (2017)
 HN1018
 HN1018                         *CURRENT SURVEY CONTROL
 HN1018  ______________________________________________________________________
 HN1018* NAD 83(1986) POSITION- 37 35 34.     (N) 111 56 08.     (W)   SCALED
 HN1018* NAVD 88 ORTHO HEIGHT -  1957.11  (meters)     6421.0   (feet) RESET
 HN1018  ______________________________________________________________________
 HN1018  GEOID HEIGHT    -        -20.383 (meters)                     GEOID18
 HN1018  VERT ORDER      -  THIRD
 HN1018
 HN1018.The horizontal coordinates were scaled from a map and have
 HN1018.an estimated accuracy of +/- 6 seconds.
 HN1018
 HN1018.The orthometric height was computed from unverified reset data.
 HN1018
 HN1018.No vertical observational check was made to the station.
 HN1018
 HN1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN1018.GEOID18 height accuracy estimate available here.
 HN1018
 HN1018.Click photographs - Photos may exist for this station.
 HN1018
 HN1018;                    North         East    Units  Estimated Accuracy
 HN1018;SPC UT S     - 3,102,870.      461,540.      MT  (+/- 180 meters Scaled)
 HN1018
 HN1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG174610(NAD 83)
 HN1018
 HN1018                          SUPERSEDED SURVEY CONTROL
 HN1018
 HN1018  NGVD 29 (07/25/12) 1955.82   (m)         6416.7    (f) RESET       3  
 HN1018
 HN1018.Superseded values are not recommended for survey control.
 HN1018
 HN1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN1018.See file dsdata.pdf to determine how the superseded data were derived.
 HN1018
 HN1018_MARKER: DV = VERTICAL CONTROL DISK
 HN1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN1018_STAMPING: T 164 RESET 1985
 HN1018_MARK LOGO: NGS
 HN1018_MAGNETIC: N = NO MAGNETIC MATERIAL
 HN1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN1018+STABILITY: SURFACE MOTION
 HN1018
 HN1018  HISTORY     - Date     Condition        Report By
 HN1018  HISTORY     - 1985     MONUMENTED       UTDH
 HN1018
 HN1018                          STATION DESCRIPTION
 HN1018
 HN1018'DESCRIBED BY UTAH STATE DEPARTMENT OF HIGHWAYS 1985
 HN1018'13.3 MILES (21.4 KM) SOUTHEAST ALONG STATE HIGHWAY 54 FROM LDS CHURCH
 HN1018'IN TROPICS, STATION IS 50 FEET (15.2 M) EAST OF THE CENTERLINE OF
 HN1018'HIGHWAY 54, 24 FEET (7.3 M) NORTHEAST OF A PIPE CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0004 ***********************************************************************
 HO0004  DESIGNATION -  T 165
 HO0004  PID         -  HO0004
 HO0004  STATE/COUNTY-  UT/GARFIELD
 HO0004  COUNTRY     -  US
 HO0004  USGS QUAD   -  FLAKE MOUNTAIN EAST (2017)
 HO0004
 HO0004                         *CURRENT SURVEY CONTROL
 HO0004  ______________________________________________________________________
 HO0004* NAD 83(1986) POSITION- 37 49 05.     (N) 112 00 53.     (W)   SCALED
 HO0004* NAVD 88 ORTHO HEIGHT -  2284.794 (meters)     7496.03  (feet) ADJUSTED
 HO0004  ______________________________________________________________________
 HO0004  GEOID HEIGHT    -        -19.404 (meters)                     GEOID18
 HO0004  DYNAMIC HEIGHT  -       2281.936 (meters)     7486.65  (feet) COMP
 HO0004  MODELED GRAVITY -    979,296.3   (mgal)                       NAVD 88
 HO0004
 HO0004  VERT ORDER      -  SECOND    CLASS 0
 HO0004
 HO0004.The horizontal coordinates were scaled from a map and have
 HO0004.an estimated accuracy of +/- 6 seconds.
 HO0004
 HO0004.The orthometric height was determined by differential leveling and
 HO0004.adjusted by the NATIONAL GEODETIC SURVEY
 HO0004.in June 1991.
 HO0004
 HO0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0004.GEOID18 height accuracy estimate available here.
 HO0004
 HO0004.Click photographs - Photos may exist for this station.
 HO0004
 HO0004.The dynamic height is computed by dividing the NAVD 88
 HO0004.geopotential number by the normal gravity value computed on the
 HO0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0004.degrees latitude (g = 980.6199 gals.).
 HO0004
 HO0004.The modeled gravity was interpolated from observed gravity values.
 HO0004
 HO0004;                    North         East    Units  Estimated Accuracy
 HO0004;SPC UT S     - 3,127,910.      454,680.      MT  (+/- 180 meters Scaled)
 HO0004
 HO0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG106861(NAD 83)
 HO0004
 HO0004                          SUPERSEDED SURVEY CONTROL
 HO0004
 HO0004  NGVD 29 (??/??/92) 2283.406  (m)         7491.47   (f) ADJ UNCH    2 0
 HO0004
 HO0004.Superseded values are not recommended for survey control.
 HO0004
 HO0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0004.See file dsdata.pdf to determine how the superseded data were derived.
 HO0004
 HO0004_MARKER: DB = BENCH MARK DISK
 HO0004_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0004_SP_SET: CULVERT
 HO0004_STAMPING: T 165 1963
 HO0004_MARK LOGO: CGS
 HO0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0004+STABILITY: SURFACE MOTION
 HO0004
 HO0004  HISTORY     - Date     Condition        Report By
 HO0004  HISTORY     - 1963     MONUMENTED       CGS
 HO0004  HISTORY     - 19940615 MARK NOT FOUND   LOCENG
 HO0004
 HO0004                          STATION DESCRIPTION
 HO0004
 HO0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0004'28.7 MI NW FROM ESCALANTE.
 HO0004'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HO0004'AT ESCALANTE, THENCE 22.5 MILES NORTHWEST ALONG A DIRT ROAD, THENCE
 HO0004'1.35 MILES SOUTH ALONG STATE HIGHWAY 22, 1.25 MILES SOUTH OF THE
 HO0004'JUNCTION OF A ROAD EAST TO WIDTSOE, IN THE TOP OF THE SOUTH END OF THE
 HO0004'EAST CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT, 12. FEET EAST OF
 HO0004'THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 HO0004
 HO0004                          STATION RECOVERY (1994)
 HO0004
 HO0004'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994
 HO0004'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA9957 ***********************************************************************
 AA9957  DESIGNATION -  T 165 RESET
 AA9957  PID         -  AA9957
 AA9957  STATE/COUNTY-  UT/GARFIELD
 AA9957  COUNTRY     -  US
 AA9957  USGS QUAD   -  FLAKE MOUNTAIN EAST (2017)
 AA9957
 AA9957                         *CURRENT SURVEY CONTROL
 AA9957  ______________________________________________________________________
 AA9957* NAD 83(1986) POSITION- 37 49 05.     (N) 112 00 53.     (W)   SCALED
 AA9957* NAVD 88 ORTHO HEIGHT -  2287.80  (meters)     7505.9   (feet) RESET
 AA9957  ______________________________________________________________________
 AA9957  GEOID HEIGHT    -        -19.404 (meters)                     GEOID18
 AA9957  VERT ORDER      -  THIRD
 AA9957
 AA9957.The horizontal coordinates were scaled from a map and have
 AA9957.an estimated accuracy of +/- 6 seconds.
 AA9957
 AA9957.The orthometric height was computed from unverified reset data.
 AA9957
 AA9957.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9957.GEOID18 height accuracy estimate available here.
 AA9957
 AA9957.Click photographs - Photos may exist for this station.
 AA9957
 AA9957;                    North         East    Units  Estimated Accuracy
 AA9957;SPC UT S     - 3,127,910.      454,680.      MT  (+/- 180 meters Scaled)
 AA9957
 AA9957_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG106861(NAD 83)
 AA9957
 AA9957                          SUPERSEDED SURVEY CONTROL
 AA9957
 AA9957.No superseded survey control is available for this station.
 AA9957
 AA9957_MARKER: DV = VERTICAL CONTROL DISK
 AA9957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9957_STAMPING: T 165 RESET 1994
 AA9957_MARK LOGO: NGS
 AA9957_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA9957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9957+STABILITY: SURFACE MOTION
 AA9957
 AA9957  HISTORY     - Date     Condition        Report By
 AA9957  HISTORY     - 1994     MONUMENTED       LOCENG
 AA9957
 AA9957                          STATION DESCRIPTION
 AA9957
 AA9957'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (DR)
 AA9957'4.85 MILES (7.81 KM) WEST ALONG STATE HIGHWAY 54 FROM THE LDS
 AA9957'SOUTHWARD CHURCH IN ESCALANTE, THENCE 22.5 MILES (36.2 KM) NORTHWEST
 AA9957'ALONG A DIRT ROAD, THENCE 1.35 MILES (2.17 KM) SOUTH ALONG STATE
 AA9957'HIGHWAY 22, 1.25 MILES (2.01 KM) SOUTH OF JUNCTION OF A ROAD EAST TO
 AA9957'WIDTSOE, 53.0 FEET (16.2 M) RIGHT OF CENTERLINE 437+00, WITHIN 10 FEET
 AA9957'(3.0 M) OF ORIGINAL STATION, A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0207 ***********************************************************************
 JN0207  DESIGNATION -  T 166
 JN0207  PID         -  JN0207
 JN0207  STATE/COUNTY-  UT/GARFIELD
 JN0207  COUNTRY     -  US
 JN0207  USGS QUAD   -  BIG LAKE (2017)
 JN0207
 JN0207                         *CURRENT SURVEY CONTROL
 JN0207  ______________________________________________________________________
 JN0207* NAD 83(1986) POSITION- 38 03 32.     (N) 111 41 04.     (W)   SCALED
 JN0207* NAVD 88 ORTHO HEIGHT -  3032.957 (meters)     9950.63  (feet) ADJUSTED
 JN0207  ______________________________________________________________________
 JN0207  GEOID HEIGHT    -        -18.032 (meters)                     GEOID18
 JN0207  DYNAMIC HEIGHT  -       3028.873 (meters)     9937.23  (feet) COMP
 JN0207  MODELED GRAVITY -    979,170.7   (mgal)                       NAVD 88
 JN0207
 JN0207  VERT ORDER      -  SECOND    CLASS 0
 JN0207
 JN0207.The horizontal coordinates were scaled from a map and have
 JN0207.an estimated accuracy of +/- 6 seconds.
 JN0207
 JN0207.The orthometric height was determined by differential leveling and
 JN0207.adjusted by the NATIONAL GEODETIC SURVEY
 JN0207.in June 1991.
 JN0207
 JN0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0207.GEOID18 height accuracy estimate available here.
 JN0207
 JN0207.Click photographs - Photos may exist for this station.
 JN0207
 JN0207.The dynamic height is computed by dividing the NAVD 88
 JN0207.geopotential number by the normal gravity value computed on the
 JN0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0207.degrees latitude (g = 980.6199 gals.).
 JN0207
 JN0207.The modeled gravity was interpolated from observed gravity values.
 JN0207
 JN0207;                    North         East    Units  Estimated Accuracy
 JN0207;SPC UT S     - 3,154,530.      483,810.      MT  (+/- 180 meters Scaled)
 JN0207
 JN0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH399125(NAD 83)
 JN0207
 JN0207                          SUPERSEDED SURVEY CONTROL
 JN0207
 JN0207  NGVD 29 (??/??/92) 3031.385  (m)         9945.47   (f) ADJ UNCH    2 0
 JN0207
 JN0207.Superseded values are not recommended for survey control.
 JN0207
 JN0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0207.See file dsdata.pdf to determine how the superseded data were derived.
 JN0207
 JN0207_MARKER: DB = BENCH MARK DISK
 JN0207_SETTING: 80 = SET IN A BOULDER
 JN0207_STAMPING: T 166 1963
 JN0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0207+STABILITY: SURFACE MOTION
 JN0207
 JN0207  HISTORY     - Date     Condition        Report By
 JN0207  HISTORY     - 1963     MONUMENTED       CGS
 JN0207
 JN0207                          STATION DESCRIPTION
 JN0207
 JN0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0207'26.05 MI N FROM ESCALANTE.
 JN0207'26.05 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 JN0207'ESCALANTE, IN THE TOP OF A 4- BY 8-FOOT BOULDER WHICH PROJECTS ABOUT 2
 JN0207'FEET ABOVE THE GROUND, 27 FEET NORTHEAST OF THE CENTER LINE OF THE
 JN0207'ROAD, 26 FEET NORTH OF THE NORTH CORNER OF A CATTLEGUARD, 3.6 FEET
 JN0207'EAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0228 ***********************************************************************
 JN0228  DESIGNATION -  T 167
 JN0228  PID         -  JN0228
 JN0228  STATE/COUNTY-  UT/WAYNE
 JN0228  COUNTRY     -  US
 JN0228  USGS QUAD   -  BICKNELL (2017)
 JN0228
 JN0228                         *CURRENT SURVEY CONTROL
 JN0228  ______________________________________________________________________
 JN0228* NAD 83(1986) POSITION- 38 17 26.     (N) 111 36 59.     (W)   SCALED
 JN0228* NAVD 88 ORTHO HEIGHT -  2306.685 (meters)     7567.85  (feet) ADJUSTED
 JN0228  ______________________________________________________________________
 JN0228  GEOID HEIGHT    -        -17.828 (meters)                     GEOID18
 JN0228  DYNAMIC HEIGHT  -       2303.903 (meters)     7558.72  (feet) COMP
 JN0228  MODELED GRAVITY -    979,339.7   (mgal)                       NAVD 88
 JN0228
 JN0228  VERT ORDER      -  SECOND    CLASS 0
 JN0228
 JN0228.The horizontal coordinates were scaled from a map and have
 JN0228.an estimated accuracy of +/- 6 seconds.
 JN0228
 JN0228.The orthometric height was determined by differential leveling and
 JN0228.adjusted by the NATIONAL GEODETIC SURVEY
 JN0228.in June 1991.
 JN0228
 JN0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0228.GEOID18 height accuracy estimate available here.
 JN0228
 JN0228.Click photographs - Photos may exist for this station.
 JN0228
 JN0228.The dynamic height is computed by dividing the NAVD 88
 JN0228.geopotential number by the normal gravity value computed on the
 JN0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0228.degrees latitude (g = 980.6199 gals.).
 JN0228
 JN0228.The modeled gravity was interpolated from observed gravity values.
 JN0228
 JN0228;                    North         East    Units  Estimated Accuracy
 JN0228;SPC UT S     - 3,180,240.      489,820.      MT  (+/- 180 meters Scaled)
 JN0228
 JN0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH460382(NAD 83)
 JN0228
 JN0228                          SUPERSEDED SURVEY CONTROL
 JN0228
 JN0228  NGVD 29 (??/??/92) 2305.318  (m)         7563.36   (f) ADJ UNCH    2 0
 JN0228
 JN0228.Superseded values are not recommended for survey control.
 JN0228
 JN0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0228.See file dsdata.pdf to determine how the superseded data were derived.
 JN0228
 JN0228_MARKER: DB = BENCH MARK DISK
 JN0228_SETTING: 80 = SET IN A BOULDER
 JN0228_STAMPING: T 167 1963
 JN0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0228+STABILITY: SURFACE MOTION
 JN0228
 JN0228  HISTORY     - Date     Condition        Report By
 JN0228  HISTORY     - 1963     MONUMENTED       CGS
 JN0228  HISTORY     - 1979     GOOD             USGS
 JN0228
 JN0228                          STATION DESCRIPTION
 JN0228
 JN0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0228'8.85 MI S FROM LOA.
 JN0228'8.85 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0228'24 AT LOA, AT THE BASE OF THE SOUTHWEST SLOPE OF A ROCKY HILL, ABOUT
 JN0228'50 YARDS NORTHWEST OF THE CENTER OF A DEEP RAVINE, IN THE TOP OF A 5-
 JN0228'BY 10-FOOT BOULDER WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND, 102
 JN0228'FEET EAST OF THE CENTER LINE OF THE ROAD, 2.5 FEET NORTHEAST OF A
 JN0228'WITNESS POST, AND ABOUT 3 1/2 FEET HIGHER THAN THE ROAD.
 JN0228
 JN0228                          STATION RECOVERY (1979)
 JN0228
 JN0228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JN0228'8.6 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0228'24 AT LOA, AT THE BASE OF THE SOUTHWEST SLOPE OF A ROCKY HILL, ABOUT
 JN0228'50 YARDS NORTHWEST OF THE CENTER OF A DEEP RAVINE, IN THE TOP OF A 5
 JN0228'BY 10 FOOT BOULDER WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND, 102
 JN0228'FEET EAST OF THE CENTERLINE OF THE ROAD, ABOUT 3 1/2 FEET HIGHER THAN
 JN0228'THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0364 ***********************************************************************
 HN0364  DESIGNATION -  T 168
 HN0364  PID         -  HN0364
 HN0364  STATE/COUNTY-  UT/KANE
 HN0364  COUNTRY     -  US
 HN0364  USGS QUAD   -  SUNSET FLAT (2017)
 HN0364
 HN0364                         *CURRENT SURVEY CONTROL
 HN0364  ______________________________________________________________________
 HN0364* NAD 83(1986) POSITION- 37 30 58.     (N) 111 18 50.     (W)   SCALED
 HN0364* NAVD 88 ORTHO HEIGHT -  1591.786 (meters)     5222.38  (feet) ADJUSTED
 HN0364  ______________________________________________________________________
 HN0364  GEOID HEIGHT    -        -21.625 (meters)                     GEOID18
 HN0364  DYNAMIC HEIGHT  -       1589.969 (meters)     5216.42  (feet) COMP
 HN0364  MODELED GRAVITY -    979,433.4   (mgal)                       NAVD 88
 HN0364
 HN0364  VERT ORDER      -  SECOND    CLASS 0
 HN0364
 HN0364.The horizontal coordinates were scaled from a map and have
 HN0364.an estimated accuracy of +/- 6 seconds.
 HN0364
 HN0364.The orthometric height was determined by differential leveling and
 HN0364.adjusted by the NATIONAL GEODETIC SURVEY
 HN0364.in June 1991.
 HN0364
 HN0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0364.GEOID18 height accuracy estimate available here.
 HN0364
 HN0364.Click photographs - Photos may exist for this station.
 HN0364
 HN0364.The dynamic height is computed by dividing the NAVD 88
 HN0364.geopotential number by the normal gravity value computed on the
 HN0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0364.degrees latitude (g = 980.6199 gals.).
 HN0364
 HN0364.The modeled gravity was interpolated from observed gravity values.
 HN0364
 HN0364;                    North         East    Units  Estimated Accuracy
 HN0364;SPC UT S     - 3,094,290.      516,450.      MT  (+/- 180 meters Scaled)
 HN0364
 HN0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG722521(NAD 83)
 HN0364
 HN0364                          SUPERSEDED SURVEY CONTROL
 HN0364
 HN0364  NGVD 29 (??/??/92) 1590.695  (m)         5218.81   (f) ADJ UNCH    2 0
 HN0364
 HN0364.Superseded values are not recommended for survey control.
 HN0364
 HN0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0364.See file dsdata.pdf to determine how the superseded data were derived.
 HN0364
 HN0364_MARKER: DB = BENCH MARK DISK
 HN0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0364_STAMPING: T 168 1963
 HN0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0364+STABILITY: SURFACE MOTION
 HN0364
 HN0364  HISTORY     - Date     Condition        Report By
 HN0364  HISTORY     - 1963     MONUMENTED       CGS
 HN0364
 HN0364                          STATION DESCRIPTION
 HN0364
 HN0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0364'24.25 MI SE FROM ESCALANTE.
 HN0364'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0364'AT ESCALANTE, THENCE 19.25 MILES SOUTHEAST ALONG A DIRT ROAD, 48 FEET
 HN0364'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.4 FEET NORTHEAST OF A
 HN0364'WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP
 HN0364'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0186 ***********************************************************************
 JN0186  DESIGNATION -  T 169
 JN0186  PID         -  JN0186
 JN0186  STATE/COUNTY-  UT/WAYNE
 JN0186  COUNTRY     -  US
 JN0186  USGS QUAD   -  LOA (2017)
 JN0186
 JN0186                         *CURRENT SURVEY CONTROL
 JN0186  ______________________________________________________________________
 JN0186* NAD 83(1986) POSITION- 38 25 10.     (N) 111 40 32.     (W)   SCALED
 JN0186* NAVD 88 ORTHO HEIGHT -  2186.835 (meters)     7174.64  (feet) ADJUSTED
 JN0186  ______________________________________________________________________
 JN0186  GEOID HEIGHT    -        -17.679 (meters)                     GEOID18
 JN0186  DYNAMIC HEIGHT  -       2184.261 (meters)     7166.20  (feet) COMP
 JN0186  MODELED GRAVITY -    979,373.3   (mgal)                       NAVD 88
 JN0186
 JN0186  VERT ORDER      -  SECOND    CLASS 0
 JN0186
 JN0186.The horizontal coordinates were scaled from a map and have
 JN0186.an estimated accuracy of +/- 6 seconds.
 JN0186
 JN0186.The orthometric height was determined by differential leveling and
 JN0186.adjusted by the NATIONAL GEODETIC SURVEY
 JN0186.in June 1991.
 JN0186
 JN0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0186.GEOID18 height accuracy estimate available here.
 JN0186
 JN0186.Click photographs - Photos may exist for this station.
 JN0186
 JN0186.The dynamic height is computed by dividing the NAVD 88
 JN0186.geopotential number by the normal gravity value computed on the
 JN0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0186.degrees latitude (g = 980.6199 gals.).
 JN0186
 JN0186.The modeled gravity was interpolated from observed gravity values.
 JN0186
 JN0186;                    North         East    Units  Estimated Accuracy
 JN0186;SPC UT S     - 3,194,550.      484,670.      MT  (+/- 180 meters Scaled)
 JN0186
 JN0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH410525(NAD 83)
 JN0186
 JN0186                          SUPERSEDED SURVEY CONTROL
 JN0186
 JN0186  NGVD 29 (??/??/92) 2185.482  (m)         7170.20   (f) ADJ UNCH    2 0
 JN0186
 JN0186.Superseded values are not recommended for survey control.
 JN0186
 JN0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0186.See file dsdata.pdf to determine how the superseded data were derived.
 JN0186
 JN0186_MARKER: DB = BENCH MARK DISK
 JN0186_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JN0186_STAMPING: T 169 1963
 JN0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0186
 JN0186  HISTORY     - Date     Condition        Report By
 JN0186  HISTORY     - 1963     MONUMENTED       CGS
 JN0186
 JN0186                          STATION DESCRIPTION
 JN0186
 JN0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0186'2.6 MI NW FROM LOA.
 JN0186'2.6 MILES NORTHWEST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE AT
 JN0186'LOA, AT A FENCE CORNER, 48 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 JN0186'HIGHWAY, 49.6 FEET SOUTHEAST OF THE JUNCTION OF A TRACK ROAD, 25 FEET
 JN0186'EAST OF THE CENTER LINE OF THE ROAD, 2.9 FEET NORTHEAST OF THE FENCE
 JN0186'CORNER, 2.0 FEET NORTH OF A FENCE, ABOUT 3 FEET LOWER THAN THE
 JN0186'HIGHWAY, AND BRAZED ON THE TOP OF A 2 1/2-INCH IRON PIPE PROJECTING
 JN0186'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0468 ***********************************************************************
 LO0468  DESIGNATION -  T 17
 LO0468  PID         -  LO0468
 LO0468  STATE/COUNTY-  UT/UTAH
 LO0468  COUNTRY     -  US
 LO0468  USGS QUAD   -  OREM (2017)
 LO0468
 LO0468                         *CURRENT SURVEY CONTROL
 LO0468  ______________________________________________________________________
 LO0468* NAD 83(1986) POSITION- 40 15 39.     (N) 111 42 27.     (W)   SCALED
 LO0468* NAVD 88 ORTHO HEIGHT -  1387.433 (meters)     4551.94  (feet) ADJUSTED
 LO0468  ______________________________________________________________________
 LO0468  GEOID HEIGHT    -        -17.228 (meters)                     GEOID18
 LO0468  DYNAMIC HEIGHT  -       1386.214 (meters)     4547.94  (feet) COMP
 LO0468  MODELED GRAVITY -    979,699.9   (mgal)                       NAVD 88
 LO0468
 LO0468  VERT ORDER      -  FIRST     CLASS II
 LO0468
 LO0468.The horizontal coordinates were scaled from a map and have
 LO0468.an estimated accuracy of +/- 6 seconds.
 LO0468
 LO0468.The orthometric height was determined by differential leveling and
 LO0468.adjusted by the NATIONAL GEODETIC SURVEY
 LO0468.in June 1991.
 LO0468
 LO0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0468.GEOID18 height accuracy estimate available here.
 LO0468
 LO0468.Click photographs - Photos may exist for this station.
 LO0468
 LO0468.The dynamic height is computed by dividing the NAVD 88
 LO0468.geopotential number by the normal gravity value computed on the
 LO0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0468.degrees latitude (g = 980.6199 gals.).
 LO0468
 LO0468.The modeled gravity was interpolated from observed gravity values.
 LO0468
 LO0468;                    North         East    Units  Estimated Accuracy
 LO0468;SPC UT C     - 2,214,010.      482,350.      MT  (+/- 180 meters Scaled)
 LO0468
 LO0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK398569(NAD 83)
 LO0468
 LO0468                          SUPERSEDED SURVEY CONTROL
 LO0468
 LO0468  NGVD 29 (??/??/92) 1386.419  (m)         4548.61   (f) ADJ UNCH    1 2
 LO0468
 LO0468.Superseded values are not recommended for survey control.
 LO0468
 LO0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0468.See file dsdata.pdf to determine how the superseded data were derived.
 LO0468
 LO0468_MARKER: DB = BENCH MARK DISK
 LO0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0468_STAMPING: 4548.610 T 17 1927
 LO0468_MARK LOGO: CGS
 LO0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0468+STABILITY: SURFACE MOTION
 LO0468
 LO0468  HISTORY     - Date     Condition        Report By
 LO0468  HISTORY     - 1927     MONUMENTED       CGS
 LO0468  HISTORY     - 1948     MARK NOT FOUND   USGS
 LO0468
 LO0468                          STATION DESCRIPTION
 LO0468
 LO0468'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 LO0468'3.6 MI NW FROM PROVO.
 LO0468'3.6 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 LO0468'FROM THE STATION AT PROVO, UTAH COUNTY, 0.4 MILE SOUTHEAST OF MILEPOST
 LO0468'705, ABOUT 800 FEET NORTHEAST OF THE SOUTH TELEPHONE BOOTH AT LAKOTA,
 LO0468'35 FEET EAST OF A HIGHWAY CROSSING, 46 FEET NORTHEAST OF THE
 LO0468'CENTERLINE OF THE TRACK, AND AT A FENCE CORNER.  A STANDARD DISK,
 LO0468'STAMPED 4548.610 T 17 1927 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0026 ***********************************************************************
 MS0026  DESIGNATION -  T 170
 MS0026  PID         -  MS0026
 MS0026  STATE/COUNTY-  UT/BOX ELDER
 MS0026  COUNTRY     -  US
 MS0026  USGS QUAD   -  HONEYVILLE (2017)
 MS0026
 MS0026                         *CURRENT SURVEY CONTROL
 MS0026  ______________________________________________________________________
 MS0026* NAD 83(1986) POSITION- 41 41 41.     (N) 112 05 42.     (W)   SCALED
 MS0026* NAVD 88 ORTHO HEIGHT -  1313.952 (meters)     4310.86  (feet) ADJUSTED
 MS0026  ______________________________________________________________________
 MS0026  GEOID HEIGHT    -        -15.699 (meters)                     GEOID18
 MS0026  DYNAMIC HEIGHT  -       1313.039 (meters)     4307.86  (feet) COMP
 MS0026  MODELED GRAVITY -    979,882.5   (mgal)                       NAVD 88
 MS0026
 MS0026  VERT ORDER      -  FIRST     CLASS I
 MS0026
 MS0026.The horizontal coordinates were scaled from a map and have
 MS0026.an estimated accuracy of +/- 6 seconds.
 MS0026
 MS0026.The orthometric height was determined by differential leveling and
 MS0026.adjusted by the NATIONAL GEODETIC SURVEY
 MS0026.in June 1991.
 MS0026
 MS0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0026.GEOID18 height accuracy estimate available here.
 MS0026
 MS0026.Click photographs - Photos may exist for this station.
 MS0026
 MS0026.The dynamic height is computed by dividing the NAVD 88
 MS0026.geopotential number by the normal gravity value computed on the
 MS0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0026.degrees latitude (g = 980.6199 gals.).
 MS0026
 MS0026.The modeled gravity was interpolated from observed gravity values.
 MS0026
 MS0026;                    North         East    Units  Estimated Accuracy
 MS0026;SPC UT N     - 1,151,360.      450,470.      MT  (+/- 180 meters Scaled)
 MS0026
 MS0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM088164(NAD 83)
 MS0026
 MS0026                          SUPERSEDED SURVEY CONTROL
 MS0026
 MS0026  NGVD 29 (??/??/92) 1312.949  (m)         4307.57   (f) ADJ UNCH    1 1
 MS0026
 MS0026.Superseded values are not recommended for survey control.
 MS0026
 MS0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0026.See file dsdata.pdf to determine how the superseded data were derived.
 MS0026
 MS0026_MARKER: DB = BENCH MARK DISK
 MS0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0026_SP_SET: BRIDGE
 MS0026_STAMPING: T 170 1967
 MS0026_MARK LOGO: CGS
 MS0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0026
 MS0026  HISTORY     - Date     Condition        Report By
 MS0026  HISTORY     - 1967     MONUMENTED       CGS
 MS0026
 MS0026                          STATION DESCRIPTION
 MS0026
 MS0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0026'4.25 MI N FROM HONEYVILLE.
 MS0026'4.25 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 MS0026'A COUNTY ROAD AT HONEYVILLE, ACROSS THE TRACK FROM MILEPOLE 34.5, AT
 MS0026'THE CROSSING OF AN ASPHALT ROAD, IN THE TOP AND 1.6 FEET SOUTHEAST OF
 MS0026'THE NORTHWEST END OF THE NORTHWEST CONCRETE WING WALL OF A BRIDGE OVER
 MS0026'A CANAL, 64.7 FEET WEST OF THE WEST RAIL, 11.6 FEET NORTH OF THE
 MS0026'CENTER LINE OF THE ROAD, AND ABOUT 2 FEET LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0167 ***********************************************************************
 MS0167  DESIGNATION -  T 171
 MS0167  PID         -  MS0167
 MS0167  STATE/COUNTY-  UT/BOX ELDER
 MS0167  COUNTRY     -  US
 MS0167  USGS QUAD   -  WILLARD (2017)
 MS0167
 MS0167                         *CURRENT SURVEY CONTROL
 MS0167  ______________________________________________________________________
 MS0167* NAD 83(1986) POSITION- 41 26 40.0    (N) 112 02 13.5    (W)   HD_HELD2
 MS0167* NAVD 88 ORTHO HEIGHT -  1320.333 (meters)     4331.79  (feet) ADJUSTED
 MS0167  ______________________________________________________________________
 MS0167  GEOID HEIGHT    -        -16.186 (meters)                     GEOID18
 MS0167  DYNAMIC HEIGHT  -       1319.378 (meters)     4328.66  (feet) COMP
 MS0167  MODELED GRAVITY -    979,854.3   (mgal)                       NAVD 88
 MS0167  OBS GRAVITY     -    979,854.9   (mgal)                       GRAV_OBS
 MS0167
 MS0167  VERT ORDER      -  FIRST     CLASS I
 MS0167
 MS0167.The horizontal coordinates were established by autonomous hand held GPS
 MS0167.observations and have an estimated accuracy of +/- 10 meters.
 MS0167
 MS0167.The orthometric height was determined by differential leveling and
 MS0167.adjusted by the NATIONAL GEODETIC SURVEY
 MS0167.in June 1991.
 MS0167
 MS0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0167.GEOID18 height accuracy estimate available here.
 MS0167
 MS0167.Click photographs - Photos may exist for this station.
 MS0167
 MS0167.The dynamic height is computed by dividing the NAVD 88
 MS0167.geopotential number by the normal gravity value computed on the
 MS0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0167.degrees latitude (g = 980.6199 gals.).
 MS0167
 MS0167.The modeled gravity was interpolated from observed gravity values.
 MS0167
 MS0167.The observed gravity was obtained from relative gravimeter ties
 MS0167.to the IGSN71 gravity network.
 MS0167
 MS0167;                    North         East    Units  Estimated Accuracy
 MS0167;SPC UT N     - 1,123,529.      455,119.      MT  (+/- 10 meters HH2 GPS)
 MS0167
 MS0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1336788615(NAD 83)
 MS0167
 MS0167                          SUPERSEDED SURVEY CONTROL
 MS0167
 MS0167  NGVD 29 (??/??/92) 1319.338  (m)         4328.53   (f) ADJ UNCH    1 1
 MS0167
 MS0167.Superseded values are not recommended for survey control.
 MS0167
 MS0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0167.See file dsdata.pdf to determine how the superseded data were derived.
 MS0167
 MS0167_MARKER: DB = BENCH MARK DISK
 MS0167_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0167_SP_SET: IRRIGATION STRUCTURE
 MS0167_STAMPING: T 171 1967
 MS0167_MARK LOGO: CGS
 MS0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0167+STABILITY: SURFACE MOTION
 MS0167
 MS0167  HISTORY     - Date     Condition        Report By
 MS0167  HISTORY     - 1967     MONUMENTED       CGS
 MS0167
 MS0167                          STATION DESCRIPTION
 MS0167
 MS0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0167'2.65 MI N FROM WILLARD.
 MS0167'2.65 MILES NORTH ALONG U.S. HIGHWAY 89, 91 AND 30S FROM THE POST
 MS0167'OFFICE AT WILLARD, AT THE JUNCTION OF AN ASPHALT ROAD LEADING WEST, 46
 MS0167'1/2 FEET EAST OF THE CENTER LINE OF THE EAST HIGHWAY LANES, 12 FEET
 MS0167'NORTH OF THE CENTER LINE OF A FIELD ROAD LEADING EAST, 100 FEET NORTH
 MS0167'OF THE NORTH SIDE OF A FRUIT STAND, IN THE TOP OF THE SOUTHEAST CORNER
 MS0167'OF A 3 1/2 BY 6-FOOT IRRIGATION STRUCTURE UNDER THE HIGHWAY WITH A
 MS0167'STEEL GRATE, 14 FEET NORTH OF THE EXTENDED CENTER LINE OF THE ROAD
 MS0167'LEADING WEST, 24 FEET NORTH OF A T JUNCTION POWER LINE POLE, 3.6 FEET
 MS0167'EAST OF A FENCE, 5 FEET NORTHEAST OF THE NORTH END OF A GATE, AND
 MS0167'ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0551 ***********************************************************************
 LO0551  DESIGNATION -  T 172
 LO0551  PID         -  LO0551
 LO0551  STATE/COUNTY-  UT/SALT LAKE
 LO0551  COUNTRY     -  US
 LO0551  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0551
 LO0551                         *CURRENT SURVEY CONTROL
 LO0551  ______________________________________________________________________
 LO0551* NAD 83(1986) POSITION- 40 47 23.     (N) 111 53 55.     (W)   SCALED
 LO0551* NAVD 88 ORTHO HEIGHT -  1328.041 (meters)     4357.08  (feet) ADJUSTED
 LO0551  ______________________________________________________________________
 LO0551  GEOID HEIGHT    -        -16.754 (meters)                     GEOID18
 LO0551  DYNAMIC HEIGHT  -       1327.004 (meters)     4353.68  (feet) COMP
 LO0551  MODELED GRAVITY -    979,798.4   (mgal)                       NAVD 88
 LO0551
 LO0551  VERT ORDER      -  FIRST     CLASS I
 LO0551
 LO0551.The horizontal coordinates were scaled from a map and have
 LO0551.an estimated accuracy of +/- 6 seconds.
 LO0551
 LO0551.The orthometric height was determined by differential leveling and
 LO0551.adjusted by the NATIONAL GEODETIC SURVEY
 LO0551.in June 1991.
 LO0551
 LO0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0551.GEOID18 height accuracy estimate available here.
 LO0551
 LO0551.Click photographs - Photos may exist for this station.
 LO0551
 LO0551.The dynamic height is computed by dividing the NAVD 88
 LO0551.geopotential number by the normal gravity value computed on the
 LO0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0551.degrees latitude (g = 980.6199 gals.).
 LO0551
 LO0551.The modeled gravity was interpolated from observed gravity values.
 LO0551
 LO0551;                    North         East    Units  Estimated Accuracy
 LO0551;SPC UT C     - 2,272,800.      466,360.      MT  (+/- 180 meters Scaled)
 LO0551
 LO0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL241158(NAD 83)
 LO0551
 LO0551                          SUPERSEDED SURVEY CONTROL
 LO0551
 LO0551  NGVD 29 (??/??/92) 1327.104  (m)         4354.01   (f) ADJ UNCH    1 1
 LO0551
 LO0551.Superseded values are not recommended for survey control.
 LO0551
 LO0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0551.See file dsdata.pdf to determine how the superseded data were derived.
 LO0551
 LO0551_MARKER: DB = BENCH MARK DISK
 LO0551_SETTING: 66 = SET IN ROCK OUTCROP
 LO0551_STAMPING: T 172 1967
 LO0551_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0551+STABILITY: POSITION/ELEVATION WELL
 LO0551
 LO0551  HISTORY     - Date     Condition        Report By
 LO0551  HISTORY     - 1967     MONUMENTED       CGS
 LO0551  HISTORY     - 20241102 MARK NOT FOUND   NGSTM
 LO0551
 LO0551                          STATION DESCRIPTION
 LO0551
 LO0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0551'0.85 MI N FROM SALT LAKE CITY.
 LO0551'0.85 MILE NORTH ALONG STATE HIGHWAY 184 FROM THE JUNCTION OF 4TH NORTH
 LO0551'STREET AT SALT LAKE CITY, 0.35 MILE SOUTHEAST OF THE JUNCTION OF U.S.
 LO0551'HIGHWAYS 91 AND 89 (BECK STREET), 0.1 MILE SOUTHEAST OF THE JUNCTION
 LO0551'OF A ROAD NORTHEAST TO A GRAVEL PIT, NEAR THE CROSSING OF A POWER
 LO0551'LINE, IN THE TOP OF A 14-FOOT-LONG OUTCROP PROJECTING ABOUT 1 FOOT, 80
 LO0551'1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.8 FOOT EAST OF
 LO0551'A WITNESS POST, AND ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY.
 LO0551
 LO0551                          STATION RECOVERY (2024)
 LO0551
 LO0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2024 (DW)
 LO0551'AREA REGRADED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0241 ***********************************************************************
 LP0241  DESIGNATION -  T 173
 LP0241  PID         -  LP0241
 LP0241  STATE/COUNTY-  UT/TOOELE
 LP0241  COUNTRY     -  US
 LP0241  USGS QUAD   -  MILLS JUNCTION (2017)
 LP0241
 LP0241                         *CURRENT SURVEY CONTROL
 LP0241  ______________________________________________________________________
 LP0241* NAD 83(1986) POSITION- 40 38 38.     (N) 112 16 56.     (W)   SCALED
 LP0241* NAVD 88 ORTHO HEIGHT -  1366.589 (meters)     4483.55  (feet) ADJUSTED
 LP0241  ______________________________________________________________________
 LP0241  GEOID HEIGHT    -        -17.364 (meters)                     GEOID18
 LP0241  DYNAMIC HEIGHT  -       1365.515 (meters)     4480.03  (feet) COMP
 LP0241  MODELED GRAVITY -    979,791.5   (mgal)                       NAVD 88
 LP0241  OBS GRAVITY     -    979,791.0   (mgal)                       GRAV_OBS
 LP0241
 LP0241  VERT ORDER      -  FIRST     CLASS I
 LP0241
 LP0241.The horizontal coordinates were scaled from a map and have
 LP0241.an estimated accuracy of +/- 6 seconds.
 LP0241
 LP0241.The orthometric height was determined by differential leveling and
 LP0241.adjusted by the NATIONAL GEODETIC SURVEY
 LP0241.in June 1991.
 LP0241
 LP0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0241.GEOID18 height accuracy estimate available here.
 LP0241
 LP0241.Click photographs - Photos may exist for this station.
 LP0241
 LP0241.The dynamic height is computed by dividing the NAVD 88
 LP0241.geopotential number by the normal gravity value computed on the
 LP0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0241.degrees latitude (g = 980.6199 gals.).
 LP0241
 LP0241.The modeled gravity was interpolated from observed gravity values.
 LP0241
 LP0241.The observed gravity was obtained from relative gravimeter ties
 LP0241.to the IGSN71 gravity network.
 LP0241
 LP0241;                    North         East    Units  Estimated Accuracy
 LP0241;SPC UT C     - 2,256,810.      433,840.      MT  (+/- 180 meters Scaled)
 LP0241
 LP0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL915000(NAD 83)
 LP0241
 LP0241                          SUPERSEDED SURVEY CONTROL
 LP0241
 LP0241  NGVD 29 (??/??/92) 1365.55   (m)         4480.1    (f) COMPUTED    1 1
 LP0241
 LP0241.Superseded values are not recommended for survey control.
 LP0241
 LP0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0241.See file dsdata.pdf to determine how the superseded data were derived.
 LP0241
 LP0241_MARKER: DB = BENCH MARK DISK
 LP0241_SETTING: 66 = SET IN ROCK OUTCROP
 LP0241_STAMPING: T 173 1970
 LP0241_MARK LOGO: CGS
 LP0241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0241+STABILITY: POSITION/ELEVATION WELL
 LP0241
 LP0241  HISTORY     - Date     Condition        Report By
 LP0241  HISTORY     - 1970     MONUMENTED       NGS
 LP0241
 LP0241                          STATION DESCRIPTION
 LP0241
 LP0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0241'9.95 MI NE FROM WARNER.
 LP0241'9.95 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LP0241'AT WARNER, 1 3/4 POLES SOUTH OF MILE POST 758.25, 49.0 FEET WEST OF
 LP0241'THE WEST RAIL, 1.0 FOOT WEST OF FENCE LINE, 6.4 FEET WEST OF A WITNESS
 LP0241'POST, ABOUT 4 1/2 FEET HIGHER THAN THE TRACK AND IN THE TOP OF A LARGE
 LP0241'OUTCROP WHICH PROJECTS 4 FEET.  SECTION 15, T 4W, R 2S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0216 ***********************************************************************
 LP0216  DESIGNATION -  T 174
 LP0216  PID         -  LP0216
 LP0216  STATE/COUNTY-  UT/SALT LAKE
 LP0216  COUNTRY     -  US
 LP0216  USGS QUAD   -  BAILEYS LAKE (2017)
 LP0216
 LP0216                         *CURRENT SURVEY CONTROL
 LP0216  ______________________________________________________________________
 LP0216* NAD 83(1986) POSITION- 40 45 04.     (N) 112 00 11.     (W)   SCALED
 LP0216* NAVD 88 ORTHO HEIGHT -  1291.528 (meters)     4237.29  (feet) ADJUSTED
 LP0216  ______________________________________________________________________
 LP0216  GEOID HEIGHT    -        -17.136 (meters)                     GEOID18
 LP0216  DYNAMIC HEIGHT  -       1290.519 (meters)     4233.98  (feet) COMP
 LP0216  MODELED GRAVITY -    979,799.5   (mgal)                       NAVD 88
 LP0216  OBS GRAVITY     -    979,799.3   (mgal)                       GRAV_OBS
 LP0216
 LP0216  VERT ORDER      -  FIRST     CLASS I
 LP0216
 LP0216.The horizontal coordinates were scaled from a map and have
 LP0216.an estimated accuracy of +/- 6 seconds.
 LP0216
 LP0216.The orthometric height was determined by differential leveling and
 LP0216.adjusted by the NATIONAL GEODETIC SURVEY
 LP0216.in June 1991.
 LP0216
 LP0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0216.GEOID18 height accuracy estimate available here.
 LP0216
 LP0216.Click photographs - Photos may exist for this station.
 LP0216
 LP0216.The dynamic height is computed by dividing the NAVD 88
 LP0216.geopotential number by the normal gravity value computed on the
 LP0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0216.degrees latitude (g = 980.6199 gals.).
 LP0216
 LP0216.The modeled gravity was interpolated from observed gravity values.
 LP0216
 LP0216.The observed gravity was obtained from relative gravimeter ties
 LP0216.to the IGSN71 gravity network.
 LP0216
 LP0216;                    North         East    Units  Estimated Accuracy
 LP0216;SPC UT C     - 2,268,550.      457,520.      MT  (+/- 180 meters Scaled)
 LP0216
 LP0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL153116(NAD 83)
 LP0216
 LP0216                          SUPERSEDED SURVEY CONTROL
 LP0216
 LP0216  NGVD 29 (??/??/92) 1290.55   (m)         4234.1    (f) COMPUTED    1 1
 LP0216
 LP0216.Superseded values are not recommended for survey control.
 LP0216
 LP0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0216.See file dsdata.pdf to determine how the superseded data were derived.
 LP0216
 LP0216_MARKER: DB = BENCH MARK DISK
 LP0216_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0216_SP_SET: CULVERT HEADWALL
 LP0216_STAMPING: T 174 1970
 LP0216_MARK LOGO: CGS
 LP0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0216+STABILITY: SURFACE MOTION
 LP0216
 LP0216  HISTORY     - Date     Condition        Report By
 LP0216  HISTORY     - 1970     MONUMENTED       NGS
 LP0216
 LP0216                          STATION DESCRIPTION
 LP0216
 LP0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0216'3.4 MI W FROM SALT LAKE CITY.
 LP0216'0.85 MILE WEST ALONG FIFTH SOUTH STREET FROM THE INTERSECTION OF
 LP0216'REDWOOD ROAD IN SALT LAKE CITY, THENCE 2.55 MILES WEST ALONG THE UNION
 LP0216'PACIFIC RAILROAD, 0.15 MILE EAST OF THE CROSSING OF 4800 WEST STREET,
 LP0216'3 1/4 POLES EAST OF MILEPOLE 777.25, IN THE TOP AND 0.9 FOOT EAST OF
 LP0216'THE WEST END OF THE NORTH HEADWALL OF CONCRETE BOX CULVERT 777.34, 9.7
 LP0216'FEET NORTH OF THE NORTH RAIL AND ABOUT 2 FEET LOWER THAN THE TRACK.
 LP0216'SECTION 7, T 1 W, R 1 S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0266 ***********************************************************************
 LP0266  DESIGNATION -  T 175
 LP0266  PID         -  LP0266
 LP0266  STATE/COUNTY-  UT/TOOELE
 LP0266  COUNTRY     -  US
 LP0266  USGS QUAD   -  SAINT JOHN (2017)
 LP0266
 LP0266                         *CURRENT SURVEY CONTROL
 LP0266  ______________________________________________________________________
 LP0266* NAD 83(1986) POSITION- 40 22 19.     (N) 112 24 27.     (W)   SCALED
 LP0266* NAVD 88 ORTHO HEIGHT -  1529.539 (meters)     5018.16  (feet) ADJUSTED
 LP0266  ______________________________________________________________________
 LP0266  GEOID HEIGHT    -        -17.602 (meters)                     GEOID18
 LP0266  DYNAMIC HEIGHT  -       1528.210 (meters)     5013.80  (feet) COMP
 LP0266  MODELED GRAVITY -    979,702.8   (mgal)                       NAVD 88
 LP0266
 LP0266  VERT ORDER      -  FIRST     CLASS I
 LP0266
 LP0266.The horizontal coordinates were scaled from a map and have
 LP0266.an estimated accuracy of +/- 6 seconds.
 LP0266
 LP0266.The orthometric height was determined by differential leveling and
 LP0266.adjusted by the NATIONAL GEODETIC SURVEY
 LP0266.in June 1991.
 LP0266
 LP0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0266.GEOID18 height accuracy estimate available here.
 LP0266
 LP0266.Click photographs - Photos may exist for this station.
 LP0266
 LP0266.The dynamic height is computed by dividing the NAVD 88
 LP0266.geopotential number by the normal gravity value computed on the
 LP0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0266.degrees latitude (g = 980.6199 gals.).
 LP0266
 LP0266.The modeled gravity was interpolated from observed gravity values.
 LP0266
 LP0266;                    North         East    Units  Estimated Accuracy
 LP0266;SPC UT C     - 2,226,720.      422,930.      MT  (+/- 180 meters Scaled)
 LP0266
 LP0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK805699(NAD 83)
 LP0266
 LP0266                          SUPERSEDED SURVEY CONTROL
 LP0266
 LP0266  NGVD 29 (??/??/92) 1528.38   (m)         5014.4    (f) COMPUTED    1 1
 LP0266
 LP0266.Superseded values are not recommended for survey control.
 LP0266
 LP0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0266.See file dsdata.pdf to determine how the superseded data were derived.
 LP0266
 LP0266_MARKER: DB = BENCH MARK DISK
 LP0266_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0266_SP_SET: CULVERT HEADWALL
 LP0266_STAMPING: T 175 1970
 LP0266_MARK LOGO: CGS
 LP0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0266+STABILITY: SURFACE MOTION
 LP0266
 LP0266  HISTORY     - Date     Condition        Report By
 LP0266  HISTORY     - 1970     MONUMENTED       NGS
 LP0266
 LP0266                          STATION DESCRIPTION
 LP0266
 LP0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0266'6.05 MI S FROM STOCKTON.
 LP0266'6.05 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM AN ASPHALT ROAD
 LP0266'CROSSING AT STOCKTON, NEAR THE NORTH END OF ST. JOHN SIDING, 1/4 POLE
 LP0266'SOUTH OF MILE POST 736.50, IN THE TOP AND 1.6 FEET NORTH OF THE SOUTH
 LP0266'END OF THE EAST HEAD WALL OF CONCRETE CULVERT 736.49, 35.5 FEET EAST
 LP0266'OF THE EAST RAIL OF THE MAIN TRACK AND ABOUT 7 FEET LOWER THAN THE
 LP0266'TRACK.  SECTION 21, T 5W, R 5S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0291 ***********************************************************************
 LP0291  DESIGNATION -  T 176
 LP0291  PID         -  LP0291
 LP0291  STATE/COUNTY-  UT/TOOELE
 LP0291  COUNTRY     -  US
 LP0291  USGS QUAD   -  LOFGREEN (2017)
 LP0291
 LP0291                         *CURRENT SURVEY CONTROL
 LP0291  ______________________________________________________________________
 LP0291* NAD 83(1986) POSITION- 40 03 41.7    (N) 112 20 49.4    (W)   HD_HELD2
 LP0291* NAVD 88 ORTHO HEIGHT -  1720.306 (meters)     5644.04  (feet) ADJUSTED
 LP0291  ______________________________________________________________________
 LP0291  GEOID HEIGHT    -        -17.754 (meters)                     GEOID18
 LP0291  DYNAMIC HEIGHT  -       1718.731 (meters)     5638.87  (feet) COMP
 LP0291  MODELED GRAVITY -    979,649.2   (mgal)                       NAVD 88
 LP0291
 LP0291  VERT ORDER      -  FIRST     CLASS I
 LP0291
 LP0291.The horizontal coordinates were established by autonomous hand held GPS
 LP0291.observations and have an estimated accuracy of +/- 10 meters.
 LP0291
 LP0291.The orthometric height was determined by differential leveling and
 LP0291.adjusted by the NATIONAL GEODETIC SURVEY
 LP0291.in June 1991.
 LP0291
 LP0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0291.GEOID18 height accuracy estimate available here.
 LP0291
 LP0291.Click photographs - Photos may exist for this station.
 LP0291
 LP0291.The dynamic height is computed by dividing the NAVD 88
 LP0291.geopotential number by the normal gravity value computed on the
 LP0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0291.degrees latitude (g = 980.6199 gals.).
 LP0291
 LP0291.The modeled gravity was interpolated from observed gravity values.
 LP0291
 LP0291;                    North         East    Units  Estimated Accuracy
 LP0291;SPC UT C     - 2,192,211.      427,740.      MT  (+/- 10 meters HH2 GPS)
 LP0291
 LP0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK8511735461(NAD 83)
 LP0291
 LP0291                          SUPERSEDED SURVEY CONTROL
 LP0291
 LP0291  NGVD 29 (??/??/92) 1719.168  (m)         5640.30   (f) ADJ UNCH    1 1
 LP0291
 LP0291.Superseded values are not recommended for survey control.
 LP0291
 LP0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0291.See file dsdata.pdf to determine how the superseded data were derived.
 LP0291
 LP0291_MARKER: DB = BENCH MARK DISK
 LP0291_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0291_SP_SET: CULVERT HEADWALL
 LP0291_STAMPING: T 176 1970
 LP0291_MARK LOGO: CGS
 LP0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0291+STABILITY: SURFACE MOTION
 LP0291
 LP0291  HISTORY     - Date     Condition        Report By
 LP0291  HISTORY     - 1970     MONUMENTED       NGS
 LP0291
 LP0291                          STATION DESCRIPTION
 LP0291
 LP0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0291'3.85 MI N FROM LOFGREEN.
 LP0291'3.85 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LP0291'SIGN AT LOFGREEN, IN THE TOP AND 2.0 FEET NORTH OF THE SOUTH END OF
 LP0291'THE WEST HEAD WALL OF LARGE DOUBLE PIPE CULVERT NUMBER 713.78, 21.3
 LP0291'FEET WEST OF THE WEST RAIL AND ABOUT 12 FEET LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0043 ***********************************************************************
 KO0043  DESIGNATION -  T 177
 KO0043  PID         -  KO0043
 KO0043  STATE/COUNTY-  UT/JUAB
 KO0043  COUNTRY     -  US
 KO0043  USGS QUAD   -  MCINTYRE (2017)
 KO0043
 KO0043                         *CURRENT SURVEY CONTROL
 KO0043  ______________________________________________________________________
 KO0043* NAD 83(1986) POSITION- 39 48 41.     (N) 112 10 58.     (W)   SCALED
 KO0043* NAVD 88 ORTHO HEIGHT -  1676.788 (meters)     5501.26  (feet) ADJUSTED
 KO0043  ______________________________________________________________________
 KO0043  GEOID HEIGHT    -        -18.015 (meters)                     GEOID18
 KO0043  DYNAMIC HEIGHT  -       1675.185 (meters)     5496.00  (feet) COMP
 KO0043  MODELED GRAVITY -    979,611.8   (mgal)                       NAVD 88
 KO0043
 KO0043  VERT ORDER      -  FIRST     CLASS I
 KO0043
 KO0043.The horizontal coordinates were scaled from a map and have
 KO0043.an estimated accuracy of +/- 6 seconds.
 KO0043
 KO0043.The orthometric height was determined by differential leveling and
 KO0043.adjusted by the NATIONAL GEODETIC SURVEY
 KO0043.in June 1991.
 KO0043
 KO0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0043.GEOID18 height accuracy estimate available here.
 KO0043
 KO0043.Click photographs - Photos may exist for this station.
 KO0043
 KO0043.The dynamic height is computed by dividing the NAVD 88
 KO0043.geopotential number by the normal gravity value computed on the
 KO0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0043.degrees latitude (g = 980.6199 gals.).
 KO0043
 KO0043.The modeled gravity was interpolated from observed gravity values.
 KO0043
 KO0043;                    North         East    Units  Estimated Accuracy
 KO0043;SPC UT C     - 2,164,320.      441,540.      MT  (+/- 180 meters Scaled)
 KO0043
 KO0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK987074(NAD 83)
 KO0043
 KO0043                          SUPERSEDED SURVEY CONTROL
 KO0043
 KO0043.No superseded survey control is available for this station.
 KO0043
 KO0043_MARKER: DB = BENCH MARK DISK
 KO0043_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0043_SP_SET: CULVERT HEADWALL
 KO0043_STAMPING: T 177 1970
 KO0043_MARK LOGO: CGS
 KO0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0043+STABILITY: SURFACE MOTION
 KO0043
 KO0043  HISTORY     - Date     Condition        Report By
 KO0043  HISTORY     - 1970     MONUMENTED       NGS
 KO0043
 KO0043                          STATION DESCRIPTION
 KO0043
 KO0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0043'8.3 MI S FROM TINTIC JUNCTION.
 KO0043'8.3 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 KO0043'TINTIC JUNCTION, 1/2 POLE NORTHEAST OF MILEPOLE 690.25, IN THE TOP AND
 KO0043'2.0 FEET SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST HEAD WALL OF
 KO0043'CULVERT 690.23, 25.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT
 KO0043'13 FEET LOWER THAN THE TRACK. SECTION 4, T 12S, R 3W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0018 ***********************************************************************
 KO0018  DESIGNATION -  T 178
 KO0018  PID         -  KO0018
 KO0018  STATE/COUNTY-  UT/JUAB
 KO0018  COUNTRY     -  US
 KO0018  USGS QUAD   -  TANNER CREEK NARROWS (2017)
 KO0018
 KO0018                         *CURRENT SURVEY CONTROL
 KO0018  ______________________________________________________________________
 KO0018* NAD 83(1986) POSITION- 39 38 51.3    (N) 112 17 55.9    (W)   HD_HELD2
 KO0018* NAVD 88 ORTHO HEIGHT -  1541.084 (meters)     5056.04  (feet) ADJUSTED
 KO0018  ______________________________________________________________________
 KO0018  GEOID HEIGHT    -        -18.211 (meters)                     GEOID18
 KO0018  DYNAMIC HEIGHT  -       1539.703 (meters)     5051.51  (feet) COMP
 KO0018  MODELED GRAVITY -    979,676.0   (mgal)                       NAVD 88
 KO0018
 KO0018  VERT ORDER      -  FIRST     CLASS I
 KO0018
 KO0018.The horizontal coordinates were established by autonomous hand held GPS
 KO0018.observations and have an estimated accuracy of +/- 10 meters.
 KO0018
 KO0018.The orthometric height was determined by differential leveling and
 KO0018.adjusted by the NATIONAL GEODETIC SURVEY
 KO0018.in June 1991.
 KO0018
 KO0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0018.GEOID18 height accuracy estimate available here.
 KO0018
 KO0018.Click photographs - Photos may exist for this station.
 KO0018
 KO0018.The dynamic height is computed by dividing the NAVD 88
 KO0018.geopotential number by the normal gravity value computed on the
 KO0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0018.degrees latitude (g = 980.6199 gals.).
 KO0018
 KO0018.The modeled gravity was interpolated from observed gravity values.
 KO0018
 KO0018;                    North         East    Units  Estimated Accuracy
 KO0018;SPC UT C     - 2,146,212.      431,440.      MT  (+/- 10 meters HH2 GPS)
 KO0018
 KO0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ8855989449(NAD 83)
 KO0018
 KO0018                          SUPERSEDED SURVEY CONTROL
 KO0018
 KO0018.No superseded survey control is available for this station.
 KO0018
 KO0018_MARKER: DB = BENCH MARK DISK
 KO0018_SETTING: 66 = SET IN ROCK OUTCROP
 KO0018_STAMPING: T 178 1970
 KO0018_MARK LOGO: CGS
 KO0018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0018+STABILITY: POSITION/ELEVATION WELL
 KO0018
 KO0018  HISTORY     - Date     Condition        Report By
 KO0018  HISTORY     - 1970     MONUMENTED       NGS
 KO0018
 KO0018                          STATION DESCRIPTION
 KO0018
 KO0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0018'9.95 MI NE FROM LYNNDYL.
 KO0018'9.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0018'SIGN AT LYNNDYL, THENCE 0.25 MILE SOUTHEAST ALONG A GRAVELED ROAD,
 KO0018'THENCE 0.3 MILE NORTHEAST ALONG U.S. HIGHWAY 50 AND 6, AT THE CENTER
 KO0018'OF A CUT, IN THE TOP OF A LEDGE OF AN OUTCROP WHICH PROJECTS ABOUT 1
 KO0018'1/2 FEET ABOVE THE GROUND, 46 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KO0018'HIGHWAY, 204 FEET NORTHEAST OF HIGHWAY MILEPOST 115, 2.5 FEET NORTH OF
 KO0018'A WITNESS POST, AND ABOUT 9 FEET HIGHER THAN THE HIGHWAY. SECTION 33,
 KO0018'T 13S, R 4W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0214 ***********************************************************************
 KO0214  DESIGNATION -  T 179
 KO0214  PID         -  KO0214
 KO0214  STATE/COUNTY-  UT/MILLARD
 KO0214  COUNTRY     -  US
 KO0214  USGS QUAD   -  HINCKLEY (2017)
 KO0214
 KO0214                         *CURRENT SURVEY CONTROL
 KO0214  ______________________________________________________________________
 KO0214* NAD 83(1986) POSITION- 39 15 55.     (N) 112 38 47.     (W)   SCALED
 KO0214* NAVD 88 ORTHO HEIGHT -  1396.457 (meters)     4581.54  (feet) ADJUSTED
 KO0214  ______________________________________________________________________
 KO0214  GEOID HEIGHT    -        -19.782 (meters)                     GEOID18
 KO0214  DYNAMIC HEIGHT  -       1395.151 (meters)     4577.26  (feet) COMP
 KO0214  MODELED GRAVITY -    979,643.3   (mgal)                       NAVD 88
 KO0214
 KO0214  VERT ORDER      -  FIRST     CLASS I
 KO0214
 KO0214.The horizontal coordinates were scaled from a map and have
 KO0214.an estimated accuracy of +/- 6 seconds.
 KO0214
 KO0214.The orthometric height was determined by differential leveling and
 KO0214.adjusted by the NATIONAL GEODETIC SURVEY
 KO0214.in June 1991.
 KO0214
 KO0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0214.GEOID18 height accuracy estimate available here.
 KO0214
 KO0214.Click photographs - Photos may exist for this station.
 KO0214
 KO0214.The dynamic height is computed by dividing the NAVD 88
 KO0214.geopotential number by the normal gravity value computed on the
 KO0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0214.degrees latitude (g = 980.6199 gals.).
 KO0214
 KO0214.The modeled gravity was interpolated from observed gravity values.
 KO0214
 KO0214;                    North         East    Units  Estimated Accuracy
 KO0214;SPC UT C     - 2,104,100.      401,070.      MT  (+/- 180 meters Scaled)
 KO0214
 KO0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ579475(NAD 83)
 KO0214
 KO0214                          SUPERSEDED SURVEY CONTROL
 KO0214
 KO0214  NGVD 29 (??/??/92) 1395.37   (m)         4578.0    (f) COMPUTED    1 1
 KO0214
 KO0214.Superseded values are not recommended for survey control.
 KO0214
 KO0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0214.See file dsdata.pdf to determine how the superseded data were derived.
 KO0214
 KO0214_MARKER: DB = BENCH MARK DISK
 KO0214_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0214_SP_SET: CULVERT HEADWALL
 KO0214_STAMPING: T 179 1970
 KO0214_MARK LOGO: CGS
 KO0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0214+STABILITY: SURFACE MOTION
 KO0214
 KO0214  HISTORY     - Date     Condition        Report By
 KO0214  HISTORY     - 1970     MONUMENTED       NGS
 KO0214
 KO0214                          STATION DESCRIPTION
 KO0214
 KO0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0214'7.05 MI SW FROM DELTA.
 KO0214'7.05 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0214'AT DELTA, 3-3/4 POLES NORTHEAST OF MILEPOLE 642.25, IN THE TOP AND 1.0
 KO0214'FOOT SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD
 KO0214'WALL OF CULVERT 642.36, 10.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND
 KO0214'ABOUT 2 1/2 FEET LOWER THAN THE TRACK.  SECTION 9, T18S, R7W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0384 ***********************************************************************
 JO0384  DESIGNATION -  T 180
 JO0384  PID         -  JO0384
 JO0384  STATE/COUNTY-  UT/MILLARD
 JO0384  COUNTRY     -  US
 JO0384  USGS QUAD   -  BORDEN (2017)
 JO0384
 JO0384                         *CURRENT SURVEY CONTROL
 JO0384  ______________________________________________________________________
 JO0384* NAD 83(1986) POSITION- 38 59 44.27   (N) 112 47 21.01   (W)   HD_HELD1
 JO0384* NAVD 88 ORTHO HEIGHT -  1427.812 (meters)     4684.41  (feet) ADJUSTED
 JO0384  ______________________________________________________________________
 JO0384  GEOID HEIGHT    -        -20.072 (meters)                     GEOID18
 JO0384  DYNAMIC HEIGHT  -       1426.443 (meters)     4679.92  (feet) COMP
 JO0384  MODELED GRAVITY -    979,619.3   (mgal)                       NAVD 88
 JO0384  OBS GRAVITY     -    979,623.5   (mgal)                       GRAV_OBS
 JO0384
 JO0384  VERT ORDER      -  FIRST     CLASS I
 JO0384
 JO0384.The horizontal coordinates were determined by differentially corrected
 JO0384.hand held GPS observations or other comparable positioning techniques
 JO0384.and have an estimated accuracy of +/- 3 meters.
 JO0384
 JO0384.The orthometric height was determined by differential leveling and
 JO0384.adjusted by the NATIONAL GEODETIC SURVEY
 JO0384.in June 1991.
 JO0384
 JO0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0384.GEOID18 height accuracy estimate available here.
 JO0384
 JO0384.Click photographs - Photos may exist for this station.
 JO0384
 JO0384.The dynamic height is computed by dividing the NAVD 88
 JO0384.geopotential number by the normal gravity value computed on the
 JO0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0384.degrees latitude (g = 980.6199 gals.).
 JO0384
 JO0384.The modeled gravity was interpolated from observed gravity values.
 JO0384
 JO0384.The observed gravity was obtained from relative gravimeter ties
 JO0384.to the IGSN71 gravity network.
 JO0384
 JO0384;                    North         East    Units  Estimated Accuracy
 JO0384;SPC UT C     - 2,074,334.0     388,320.3     MT  (+/- 3 meters HH1 GPS) 
 JO0384
 JO0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ4505717814(NAD 83)
 JO0384
 JO0384                          SUPERSEDED SURVEY CONTROL
 JO0384
 JO0384  NGVD 29 (??/??/92) 1426.70   (m)         4680.8    (f) COMPUTED    1 1
 JO0384
 JO0384.Superseded values are not recommended for survey control.
 JO0384
 JO0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0384.See file dsdata.pdf to determine how the superseded data were derived.
 JO0384
 JO0384_MARKER: DB = BENCH MARK DISK
 JO0384_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JO0384_STAMPING: T 180 1970
 JO0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0384+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2012
 JO0384
 JO0384  HISTORY     - Date     Condition        Report By
 JO0384  HISTORY     - 1970     MONUMENTED       NGS
 JO0384  HISTORY     - 20120113 GOOD             GEOCAC
 JO0384
 JO0384                          STATION DESCRIPTION
 JO0384
 JO0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0384'22.6 MI NE FROM BLACK ROCK.
 JO0384'22.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JO0384'AT BLACK ROCK, 1 1/2 FEET NORTHEAST OF MILEPOLE 622, 88.3 FEET
 JO0384'NORTHWEST OF THE NORTHWEST RAIL, 28 1/2 FEET SOUTHEAST OF THE CENTER
 JO0384'LINE OF STATE HIGHWAY 257, 7.8 FEET SOUTHEAST OF A FENCE, 1.7 FEET
 JO0384'SOUTHWEST OF A WITNESS POST, ABOUT 7 1/2 FEET LOWER THAN THE TRACK, A
 JO0384'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL
 JO0384'REFUSAL AT A DEPTH OF 13 FEET.  THE UPPER PORTION OF THE ROD IS
 JO0384'ENCASED IN A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 JO0384
 JO0384                          STATION RECOVERY (2012)
 JO0384
 JO0384'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 JO0384'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0230 ***********************************************************************
 JO0230  DESIGNATION -  T 181
 JO0230  PID         -  JO0230
 JO0230  STATE/COUNTY-  UT/MILLARD
 JO0230  COUNTRY     -  US
 JO0230  USGS QUAD   -  BLACK ROCK (2017)
 JO0230
 JO0230                         *CURRENT SURVEY CONTROL
 JO0230  ______________________________________________________________________
 JO0230* NAD 83(1986) POSITION- 38 44 57.     (N) 112 56 55.     (W)   SCALED
 JO0230* NAVD 88 ORTHO HEIGHT -  1482.677 (meters)     4864.42  (feet) ADJUSTED
 JO0230  ______________________________________________________________________
 JO0230  GEOID HEIGHT    -        -20.265 (meters)                     GEOID18
 JO0230  DYNAMIC HEIGHT  -       1481.220 (meters)     4859.64  (feet) COMP
 JO0230  MODELED GRAVITY -    979,593.3   (mgal)                       NAVD 88
 JO0230
 JO0230  VERT ORDER      -  FIRST     CLASS I
 JO0230
 JO0230.The horizontal coordinates were scaled from a map and have
 JO0230.an estimated accuracy of +/- 6 seconds.
 JO0230
 JO0230.The orthometric height was determined by differential leveling and
 JO0230.adjusted by the NATIONAL GEODETIC SURVEY
 JO0230.in June 1991.
 JO0230
 JO0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0230.GEOID18 height accuracy estimate available here.
 JO0230
 JO0230.Click photographs - Photos may exist for this station.
 JO0230
 JO0230.The dynamic height is computed by dividing the NAVD 88
 JO0230.geopotential number by the normal gravity value computed on the
 JO0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0230.degrees latitude (g = 980.6199 gals.).
 JO0230
 JO0230.The modeled gravity was interpolated from observed gravity values.
 JO0230
 JO0230;                    North         East    Units  Estimated Accuracy
 JO0230;SPC UT C     - 2,047,190.      374,070.      MT  (+/- 180 meters Scaled)
 JO0230
 JO0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH306907(NAD 83)
 JO0230
 JO0230                          SUPERSEDED SURVEY CONTROL
 JO0230
 JO0230  NGVD 29 (??/??/92) 1481.403  (m)         4860.24   (f) ADJ UNCH    1 1
 JO0230
 JO0230.Superseded values are not recommended for survey control.
 JO0230
 JO0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0230.See file dsdata.pdf to determine how the superseded data were derived.
 JO0230
 JO0230_MARKER: DB = BENCH MARK DISK
 JO0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0230_STAMPING: T 181 1970
 JO0230_MARK LOGO: CGS
 JO0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0230+STABILITY: SURFACE MOTION
 JO0230
 JO0230  HISTORY     - Date     Condition        Report By
 JO0230  HISTORY     - 1970     MONUMENTED       NGS
 JO0230
 JO0230                          STATION DESCRIPTION
 JO0230
 JO0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0230'2.6 MI NE FROM BLACK ROCK.
 JO0230'2.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JO0230'AT BLACK ROCK, 1 1/2 FEET SOUTHWEST OF MILEPOLE 602, 88.6 FEET
 JO0230'NORTHWEST OF THE NORTHWEST RAIL, 85 FEET NORTHEAST OF THE NORTHEAST
 JO0230'END OF A GATE, 112 1/2 FEET NORTH OF SEMAPHORE 6019, 9.2 FEET
 JO0230'SOUTHEAST OF A FENCE, 2.3 FEET NORTHEAST OF A WITNESS POST, ABOUT 1
 JO0230'FOOT HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JO0230'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0174 ***********************************************************************
 JO0174  DESIGNATION -  T 182
 JO0174  PID         -  JO0174
 JO0174  STATE/COUNTY-  UT/BEAVER
 JO0174  COUNTRY     -  US
 JO0174  USGS QUAD   -  RANCH CANYON (2017)
 JO0174
 JO0174                         *CURRENT SURVEY CONTROL
 JO0174  ______________________________________________________________________
 JO0174* NAD 83(1986) POSITION- 38 26 09.     (N) 112 59 07.     (W)   SCALED
 JO0174* NAVD 88 ORTHO HEIGHT -  1512.432 (meters)     4962.04  (feet) ADJUSTED
 JO0174  ______________________________________________________________________
 JO0174  GEOID HEIGHT    -        -20.900 (meters)                     GEOID18
 JO0174  DYNAMIC HEIGHT  -       1510.840 (meters)     4956.81  (feet) COMP
 JO0174  MODELED GRAVITY -    979,523.2   (mgal)                       NAVD 88
 JO0174
 JO0174  VERT ORDER      -  FIRST     CLASS I
 JO0174
 JO0174.The horizontal coordinates were scaled from a map and have
 JO0174.an estimated accuracy of +/- 6 seconds.
 JO0174
 JO0174.The orthometric height was determined by differential leveling and
 JO0174.adjusted by the NATIONAL GEODETIC SURVEY
 JO0174.in June 1991.
 JO0174
 JO0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0174.GEOID18 height accuracy estimate available here.
 JO0174
 JO0174.Click photographs - Photos may exist for this station.
 JO0174
 JO0174.The dynamic height is computed by dividing the NAVD 88
 JO0174.geopotential number by the normal gravity value computed on the
 JO0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0174.degrees latitude (g = 980.6199 gals.).
 JO0174
 JO0174.The modeled gravity was interpolated from observed gravity values.
 JO0174
 JO0174;                    North         East    Units  Estimated Accuracy
 JO0174;SPC UT S     - 3,197,390.      370,320.      MT  (+/- 180 meters Scaled)
 JO0174
 JO0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH267560(NAD 83)
 JO0174
 JO0174                          SUPERSEDED SURVEY CONTROL
 JO0174
 JO0174  NGVD 29 (??/??/92) 1511.047  (m)         4957.49   (f) ADJ UNCH    1 1
 JO0174
 JO0174.Superseded values are not recommended for survey control.
 JO0174
 JO0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0174.See file dsdata.pdf to determine how the superseded data were derived.
 JO0174
 JO0174_MARKER: DB = BENCH MARK DISK
 JO0174_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0174_SP_SET: CULVERT HEADWALL
 JO0174_STAMPING: T 182 1970
 JO0174_MARK LOGO: CGS
 JO0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0174+STABILITY: SURFACE MOTION
 JO0174
 JO0174  HISTORY     - Date     Condition        Report By
 JO0174  HISTORY     - 1970     MONUMENTED       NGS
 JO0174  HISTORY     - 1984     GOOD             NGS
 JO0174
 JO0174                          STATION DESCRIPTION
 JO0174
 JO0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0174'3.25 MI N FROM MILFORD.
 JO0174'3.25 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JO0174'MILFORD, 1 1/2 POLES NORTHEAST OF MILEPOLE 580, IN THE TOP AND 1.1
 JO0174'FEET SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD
 JO0174'WALL OF CULVERT 580.07, 8.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND
 JO0174'ABOUT 1 1/2 FEET LOWER THAN THE TRACK.  SECTION 28, T 27S, R 10W.
 JO0174
 JO0174                          STATION RECOVERY (1984)
 JO0174
 JO0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0174'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0039 ***********************************************************************
 LP0039  DESIGNATION -  T 2
 LP0039  PID         -  LP0039
 LP0039  STATE/COUNTY-  UT/TOOELE
 LP0039  COUNTRY     -  US
 LP0039  USGS QUAD   -  STOCKTON (2017)
 LP0039
 LP0039                         *CURRENT SURVEY CONTROL
 LP0039  ______________________________________________________________________
 LP0039* NAD 83(1986) POSITION- 40 26 24.     (N) 112 22 15.     (W)   SCALED
 LP0039* NAVD 88 ORTHO HEIGHT -  1535.182 (meters)     5036.68  (feet) POSTED
 LP0039  ______________________________________________________________________
 LP0039  GEOID HEIGHT    -        -17.420 (meters)                     GEOID18
 LP0039  DYNAMIC HEIGHT  -       1533.86  (meters)     5032.3   (feet) COMP
 LP0039  MODELED GRAVITY -    979,709.1   (mgal)                       NAVD 88
 LP0039
 LP0039  VERT ORDER      -  * POSTED, SEE BELOW
 LP0039
 LP0039.The horizontal coordinates were scaled from a map and have
 LP0039.an estimated accuracy of +/- 6 seconds.
 LP0039
 LP0039.The orthometric height was determined by differential leveling
 LP0039.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LP0039
 LP0039.* This is a POSTED BENCH MARK height.
 LP0039
 LP0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0039.GEOID18 height accuracy estimate available here.
 LP0039
 LP0039.Click photographs - Photos may exist for this station.
 LP0039
 LP0039.The dynamic height is computed by dividing the NAVD 88
 LP0039.geopotential number by the normal gravity value computed on the
 LP0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0039.degrees latitude (g = 980.6199 gals.).
 LP0039
 LP0039.The modeled gravity was interpolated from observed gravity values.
 LP0039
 LP0039;                    North         East    Units  Estimated Accuracy
 LP0039;SPC UT C     - 2,234,240.      426,120.      MT  (+/- 180 meters Scaled)
 LP0039
 LP0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK837774(NAD 83)
 LP0039
 LP0039                          SUPERSEDED SURVEY CONTROL
 LP0039
 LP0039  NGVD 29 (??/??/92) 1534.032  (m)         5032.90   (f) ADJ UNCH    1 2
 LP0039
 LP0039.Superseded values are not recommended for survey control.
 LP0039
 LP0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0039.See file dsdata.pdf to determine how the superseded data were derived.
 LP0039
 LP0039_MARKER: B = BOLT
 LP0039_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0039_SP_SET: CULVERT HEADWALL
 LP0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0039+STABILITY: SURFACE MOTION
 LP0039
 LP0039  HISTORY     - Date     Condition        Report By
 LP0039  HISTORY     - 1908     MONUMENTED       CGS
 LP0039  HISTORY     - 1934     GOOD             CGS
 LP0039
 LP0039                          STATION DESCRIPTION
 LP0039
 LP0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0039'1 MI S FROM STOCKTON.
 LP0039'ABOUT 1 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM STOCKTON,
 LP0039'TOOELE COUNTY, AT CULVERT 741.59, IN THE NORTH END OF THE EAST HEAD
 LP0039'WALL, AND ABOUT 14 FEET EAST OF THE CENTER LINE OF THE TRACK.  A
 LP0039'COPPER BOLT SURROUNDED BY THE LETTERS US.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5475 ***********************************************************************
 DR5475  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5475  DESIGNATION -  T 2 N 3 E 10 NE
 DR5475  PID         -  DR5475
 DR5475  STATE/COUNTY-  UT/MORGAN
 DR5475  COUNTRY     -  US
 DR5475  USGS QUAD   -  EAST CANYON RESERVOIR (2017)
 DR5475
 DR5475                         *CURRENT SURVEY CONTROL
 DR5475  ______________________________________________________________________
 DR5475* NAD 83(2011) POSITION- 40 55 28.84895(N) 111 35 24.09254(W)   ADJUSTED
 DR5475* NAD 83(2011) ELLIP HT-  1751.205 (meters)        (07/08/20)   ADJUSTED
 DR5475* NAD 83(2011) EPOCH   -  2010.00
 DR5475* NAVD 88 ORTHO HEIGHT -  1767.27  (meters)     5798.1   (feet) GPS OBS
 DR5475  ______________________________________________________________________
 DR5475  GEOID HEIGHT    -        -16.046 (meters)                     GEOID18
 DR5475  NAD 83(2011) X  - -1,776,302.206 (meters)                     COMP
 DR5475  NAD 83(2011) Y  - -4,488,710.097 (meters)                     COMP
 DR5475  NAD 83(2011) Z  -  4,157,253.985 (meters)                     COMP
 DR5475  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 DR5475
 DR5475  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5475  Standards:
 DR5475         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5475            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5475  -------------------------------------------------------------------
 DR5475  NETWORK    0.31   0.63           0.14   0.11   0.32     -0.05819860
 DR5475  -------------------------------------------------------------------
 DR5475  Click here for local accuracies and other accuracy information.
 DR5475
 DR5475.The horizontal coordinates were established by GPS observations
 DR5475.and adjusted by the National Geodetic Survey in July 2020.
 DR5475
 DR5475.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5475.been affixed to the stable North American tectonic plate. See 
 DR5475.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5475
 DR5475.The horizontal coordinates are valid at the epoch date displayed above
 DR5475.which is a decimal equivalence of Year/Month/Day.
 DR5475
 DR5475.The orthometric height was determined by GPS observations and a
 DR5475.high-resolution geoid model using precise GPS observation and
 DR5475.processing techniques.
 DR5475
 DR5475.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5475.GEOID18 height accuracy estimate available here.
 DR5475
 DR5475.Click photographs - Photos may exist for this station.
 DR5475
 DR5475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5475
 DR5475.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5475
 DR5475.The ellipsoidal height was determined by GPS observations
 DR5475.and is referenced to NAD 83.
 DR5475
 DR5475. The following values were computed from the NAD 83(2011) position.
 DR5475
 DR5475;                    North         East     Units Scale Factor Converg.
 DR5475;SPC UT N     - 1,065,672.373   492,417.261   MT  0.99997294   -0 03 33.7
 DR5475;SPC UT N     - 3,496,293.44  1,615,538.96   sFT  0.99997294   -0 03 33.7
 DR5475;UTM  12      - 4,530,563.476   450,321.363   MT  0.99963037   -0 23 11.4
 DR5475
 DR5475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5475!SPC UT N     -   0.99972538  x   0.99997294  =   0.99969833
 DR5475!UTM  12      -   0.99972538  x   0.99963037  =   0.99935585
 DR5475
 DR5475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL5032130563(NAD 83)
 DR5475
 DR5475                          SUPERSEDED SURVEY CONTROL
 DR5475
 DR5475.No superseded survey control is available for this station.
 DR5475
 DR5475_MARKER: DD = SURVEY DISK
 DR5475_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DR5475_STAMPING: T 2 N 3 E 1992
 DR5475_MARK LOGO: BLM
 DR5475_PROJECTION: PROJECTING 3 CENTIMETERS
 DR5475_MAGNETIC: P = MARKER IS A STEEL PIPE
 DR5475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5475+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2015
 DR5475_ROD/PIPE-DEPTH: 0.9 meters
 DR5475
 DR5475  HISTORY     - Date     Condition        Report By
 DR5475  HISTORY     - 1992     MONUMENTED       UT-057
 DR5475  HISTORY     - 20151109 GOOD             UT-057
 DR5475
 DR5475                          STATION DESCRIPTION
 DR5475
 DR5475'DESCRIBED BY WEBER COUNTY UTAH 2015 (DJM)
 DR5475'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) SOUTH-SOUTHEAST OF
 DR5475'MORGAN, 8.0 MI (12.9 KM) SOUTHWEST OF HENEFER AND 6.0 MI (9.7 KM)
 DR5475'SOUTHEAST OF PORTERVILLE.  OWNERSHIP--U.S. GOVERNMENT.
 DR5475'
 DR5475'TO REACH FROM THE INTERSECTION OF MAIN STREET AND CANYON ROAD IN
 DR5475'HENEFER UT PROCEED SOUTHWESTERLY 8.0 MI (12.9 KM) O THE EAST CANYON
 DR5475'RESERVOIR RANGER STATION.  TO THE STATION ON THE LEFT.    IT IS 162 FT
 DR5475'(49.4 M) NORTHEAST OF THE NORTHEAST CORNER OF RANGER STATION, 75 FT
 DR5475'(22.9 M) SOUTHEAST OF RAIL AND STRIDER FENCE, 55 FT (16.8 M) NORTH OF
 DR5475'PARKING LOT, 50 FT (15.2 M) SOUTH OF CENTER STRIPE OF SR-66.  PIPE OF
 DR5475'UNKNOWN DEPTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0243 ***********************************************************************
 JM0243  DESIGNATION -  T 20
 JM0243  PID         -  JM0243
 JM0243  STATE/COUNTY-  UT/SAN JUAN
 JM0243  COUNTRY     -  US
 JM0243  USGS QUAD   -  LA SAL WEST (2017)
 JM0243
 JM0243                         *CURRENT SURVEY CONTROL
 JM0243  ______________________________________________________________________
 JM0243* NAD 83(1986) POSITION- 38 16 26.     (N) 109 22 22.     (W)   SCALED
 JM0243* NAVD 88 ORTHO HEIGHT -  1839.491 (meters)     6035.06  (feet) ADJUSTED
 JM0243  ______________________________________________________________________
 JM0243  GEOID HEIGHT    -        -18.955 (meters)                     GEOID18
 JM0243  DYNAMIC HEIGHT  -       1837.425 (meters)     6028.29  (feet) COMP
 JM0243  MODELED GRAVITY -    979,440.8   (mgal)                       NAVD 88
 JM0243
 JM0243  VERT ORDER      -  FIRST     CLASS II
 JM0243
 JM0243.The horizontal coordinates were scaled from a map and have
 JM0243.an estimated accuracy of +/- 6 seconds.
 JM0243
 JM0243.The orthometric height was determined by differential leveling and
 JM0243.adjusted by the NATIONAL GEODETIC SURVEY
 JM0243.in June 1991.
 JM0243
 JM0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0243.GEOID18 height accuracy estimate available here.
 JM0243
 JM0243.Click photographs - Photos may exist for this station.
 JM0243
 JM0243.The dynamic height is computed by dividing the NAVD 88
 JM0243.geopotential number by the normal gravity value computed on the
 JM0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0243.degrees latitude (g = 980.6199 gals.).
 JM0243
 JM0243.The modeled gravity was interpolated from observed gravity values.
 JM0243
 JM0243;                    North         East    Units  Estimated Accuracy
 JM0243;SPC UT S     - 3,180,500.      686,120.      MT  (+/- 180 meters Scaled)
 JM0243
 JM0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH423374(NAD 83)
 JM0243
 JM0243                          SUPERSEDED SURVEY CONTROL
 JM0243
 JM0243  NGVD 29 (??/??/92) 1838.410  (m)         6031.52   (f) ADJ UNCH    1 2
 JM0243
 JM0243.Superseded values are not recommended for survey control.
 JM0243
 JM0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0243.See file dsdata.pdf to determine how the superseded data were derived.
 JM0243
 JM0243_MARKER: DB = BENCH MARK DISK
 JM0243_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JM0243_SP_SET: CULVERT HEADWALL
 JM0243_STAMPING: 6031.517 T 20 1933
 JM0243_MARK LOGO: CGS
 JM0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0243+STABILITY: SURFACE MOTION
 JM0243
 JM0243  HISTORY     - Date     Condition        Report By
 JM0243  HISTORY     - 1933     MONUMENTED       CGS
 JM0243  HISTORY     - 1954     MARK NOT FOUND   CGS
 JM0243  HISTORY     - 1982     MARK NOT FOUND   USGS
 JM0243
 JM0243                          STATION DESCRIPTION
 JM0243
 JM0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JM0243'27.0 MI SE FROM MOAB.
 JM0243'IN SAN JUAN COUNTY, 27.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 160 FROM
 JM0243'THE COURTHOUSE AT MOAB, GRAND COUNTY, 2.4 MILES SOUTHEAST OF LASAL
 JM0243'JUNCTION, AT LOOKING GLASS ROCK, AT A SMALL WASH BETWEEN TWO CUTS, AT
 JM0243'A 36-INCH CULVERT, AND IN THE TOP OF THE NORTHEAST END OF THE
 JM0243'SOUTHEAST HEADWALL.  A STANDARD DISK, STAMPED 6031.517 T 20 1933.
 JM0243
 JM0243                          STATION RECOVERY (1982)
 JM0243
 JM0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0243'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0156 ***********************************************************************
 HM0156  DESIGNATION -  T 21
 HM0156  PID         -  HM0156
 HM0156  STATE/COUNTY-  UT/SAN JUAN
 HM0156  COUNTRY     -  US
 HM0156  USGS QUAD   -  MONTICELLO NORTH (2017)
 HM0156
 HM0156                         *CURRENT SURVEY CONTROL
 HM0156  ______________________________________________________________________
 HM0156* NAD 83(1986) POSITION- 37 52 49.     (N) 109 20 36.     (W)   SCALED
 HM0156* NAVD 88 ORTHO HEIGHT -  2151.511 (meters)     7058.75  (feet) ADJUSTED
 HM0156  ______________________________________________________________________
 HM0156  GEOID HEIGHT    -        -18.796 (meters)                     GEOID18
 HM0156  DYNAMIC HEIGHT  -       2148.932 (meters)     7050.29  (feet) COMP
 HM0156  MODELED GRAVITY -    979,353.3   (mgal)                       NAVD 88
 HM0156
 HM0156  VERT ORDER      -  FIRST     CLASS II
 HM0156
 HM0156.The horizontal coordinates were scaled from a map and have
 HM0156.an estimated accuracy of +/- 6 seconds.
 HM0156
 HM0156.The orthometric height was determined by differential leveling and
 HM0156.adjusted by the NATIONAL GEODETIC SURVEY
 HM0156.in June 1991.
 HM0156
 HM0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0156.GEOID18 height accuracy estimate available here.
 HM0156
 HM0156.Click photographs - Photos may exist for this station.
 HM0156
 HM0156.The dynamic height is computed by dividing the NAVD 88
 HM0156.geopotential number by the normal gravity value computed on the
 HM0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0156.degrees latitude (g = 980.6199 gals.).
 HM0156
 HM0156.The modeled gravity was interpolated from observed gravity values.
 HM0156
 HM0156;                    North         East    Units  Estimated Accuracy
 HM0156;SPC UT S     - 3,136,880.      689,710.      MT  (+/- 180 meters Scaled)
 HM0156
 HM0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG456938(NAD 83)
 HM0156
 HM0156                          SUPERSEDED SURVEY CONTROL
 HM0156
 HM0156  NGVD 29 (??/??/92) 2150.352  (m)         7054.95   (f) ADJ UNCH    1 2
 HM0156
 HM0156.Superseded values are not recommended for survey control.
 HM0156
 HM0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0156.See file dsdata.pdf to determine how the superseded data were derived.
 HM0156
 HM0156_MARKER: DB = BENCH MARK DISK
 HM0156_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HM0156_SP_SET: CULVERT HEADWALL
 HM0156_STAMPING: 7054.946 T 21 1933
 HM0156_MARK LOGO: CGS
 HM0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0156+STABILITY: SURFACE MOTION
 HM0156
 HM0156  HISTORY     - Date     Condition        Report By
 HM0156  HISTORY     - 1933     MONUMENTED       CGS
 HM0156  HISTORY     - 1957     MARK NOT FOUND   USGS
 HM0156  HISTORY     - 1980     MARK NOT FOUND   USGS
 HM0156  HISTORY     - 1980     MARK NOT FOUND   USGS
 HM0156
 HM0156                          STATION DESCRIPTION
 HM0156
 HM0156'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 HM0156'0.6 MI N FROM MONTICELLO.
 HM0156'0.6 MILE NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 HM0156'MONTICELLO, SAN JUAN COUNTY, AT THE CITY LIMITS, AT A 36 INCH CULVERT,
 HM0156'AND IN THE TOP OF THE NORTH END OF THE WEST HEADWALL.  A STANDARD
 HM0156'DISK, STAMPED 7054.946 T 21 1933.
 HM0156
 HM0156                          STATION RECOVERY (1980)
 HM0156
 HM0156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0156'MARK NOT FOUND.
 HM0156
 HM0156                          STATION RECOVERY (1980)
 HM0156
 HM0156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0156'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0176 ***********************************************************************
 HM0176  DESIGNATION -  T 22
 HM0176  PID         -  HM0176
 HM0176  STATE/COUNTY-  UT/SAN JUAN
 HM0176  COUNTRY     -  US
 HM0176  USGS QUAD   -  BLANDING SOUTH (2017)
 HM0176
 HM0176                         *CURRENT SURVEY CONTROL
 HM0176  ______________________________________________________________________
 HM0176* NAD 83(1986) POSITION- 37 35 56.     (N) 109 28 41.     (W)   SCALED
 HM0176* NAVD 88 ORTHO HEIGHT -  1803.694 (meters)     5917.62  (feet) ADJUSTED
 HM0176  ______________________________________________________________________
 HM0176  GEOID HEIGHT    -        -19.982 (meters)                     GEOID18
 HM0176  DYNAMIC HEIGHT  -       1801.576 (meters)     5910.67  (feet) COMP
 HM0176  MODELED GRAVITY -    979,392.0   (mgal)                       NAVD 88
 HM0176
 HM0176  VERT ORDER      -  FIRST     CLASS II
 HM0176
 HM0176.The horizontal coordinates were scaled from a map and have
 HM0176.an estimated accuracy of +/- 6 seconds.
 HM0176
 HM0176.The orthometric height was determined by differential leveling and
 HM0176.adjusted by the NATIONAL GEODETIC SURVEY
 HM0176.in June 1991.
 HM0176
 HM0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0176.GEOID18 height accuracy estimate available here.
 HM0176
 HM0176.Click photographs - Photos may exist for this station.
 HM0176
 HM0176.The dynamic height is computed by dividing the NAVD 88
 HM0176.geopotential number by the normal gravity value computed on the
 HM0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0176.degrees latitude (g = 980.6199 gals.).
 HM0176
 HM0176.The modeled gravity was interpolated from observed gravity values.
 HM0176
 HM0176;                    North         East    Units  Estimated Accuracy
 HM0176;SPC UT S     - 3,105,390.      678,530.      MT  (+/- 180 meters Scaled)
 HM0176
 HM0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG343624(NAD 83)
 HM0176
 HM0176                          SUPERSEDED SURVEY CONTROL
 HM0176
 HM0176  NGVD 29 (??/??/92) 1802.622  (m)         5914.10   (f) ADJ UNCH    1 2
 HM0176
 HM0176.Superseded values are not recommended for survey control.
 HM0176
 HM0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0176.See file dsdata.pdf to determine how the superseded data were derived.
 HM0176
 HM0176_MARKER: DB = BENCH MARK DISK
 HM0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0176_STAMPING: 5914.102 T 22 1933
 HM0176_MARK LOGO: CGS
 HM0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0176+STABILITY: SURFACE MOTION
 HM0176
 HM0176  HISTORY     - Date     Condition        Report By
 HM0176  HISTORY     - 1933     MONUMENTED       CGS
 HM0176  HISTORY     - 1958     GOOD             CGS
 HM0176  HISTORY     - 1972     GOOD             NGS
 HM0176  HISTORY     - 1979     GOOD             NGS
 HM0176  HISTORY     - 1979     GOOD             NGS
 HM0176  HISTORY     - 20111112 MARK NOT FOUND   GEOCAC
 HM0176
 HM0176                          STATION DESCRIPTION
 HM0176
 HM0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HM0176'1.8 MI S FROM BLANDING.
 HM0176'ABOUT 1.8 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0176'BLANDING, 59 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A GRAVEL
 HM0176'ROAD EAST, 54 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET
 HM0176'SOUTH OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET WEST OF A FENCE
 HM0176'CORNER POST, 1.5 FEET NORTH OF A WITNESS POST, 1 1/2 FEET LOWER THAN
 HM0176'THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HM0176
 HM0176                          STATION RECOVERY (1972)
 HM0176
 HM0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HM0176'RECOVERED IN GOOD CONDITION.
 HM0176
 HM0176                          STATION RECOVERY (1979)
 HM0176
 HM0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0176'RECOVERED IN GOOD CONDITION.
 HM0176
 HM0176                          STATION RECOVERY (1979)
 HM0176
 HM0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0176'RECOVERED IN GOOD CONDITION.
 HM0176
 HM0176                          STATION RECOVERY (2011)
 HM0176
 HM0176'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 HM0176'US 191 HAS BEEN WIDENED AND FILLED AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0244 ***********************************************************************
 HM0244  DESIGNATION -  T 23
 HM0244  PID         -  HM0244
 HM0244  STATE/COUNTY-  UT/SAN JUAN
 HM0244  COUNTRY     -  US
 HM0244  USGS QUAD   -  BLUFF SW (2017)
 HM0244
 HM0244                         *CURRENT SURVEY CONTROL
 HM0244  ______________________________________________________________________
 HM0244* NAD 83(1986) POSITION- 37 16 08.2    (N) 109 39 37.0    (W)   HD_HELD2
 HM0244* NAVD 88 ORTHO HEIGHT -  1394.608 (meters)     4575.48  (feet) ADJUSTED
 HM0244  ______________________________________________________________________
 HM0244  GEOID HEIGHT    -        -20.805 (meters)                     GEOID18
 HM0244  DYNAMIC HEIGHT  -       1393.063 (meters)     4570.41  (feet) COMP
 HM0244  MODELED GRAVITY -    979,474.0   (mgal)                       NAVD 88
 HM0244
 HM0244  VERT ORDER      -  FIRST     CLASS II
 HM0244
 HM0244.The horizontal coordinates were established by autonomous hand held GPS
 HM0244.observations and have an estimated accuracy of +/- 10 meters.
 HM0244
 HM0244.The orthometric height was determined by differential leveling and
 HM0244.adjusted by the NATIONAL GEODETIC SURVEY
 HM0244.in June 1991.
 HM0244
 HM0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0244.GEOID18 height accuracy estimate available here.
 HM0244
 HM0244.Click photographs - Photos may exist for this station.
 HM0244
 HM0244.The dynamic height is computed by dividing the NAVD 88
 HM0244.geopotential number by the normal gravity value computed on the
 HM0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0244.degrees latitude (g = 980.6199 gals.).
 HM0244
 HM0244.The modeled gravity was interpolated from observed gravity values.
 HM0244
 HM0244;                    North         East    Units  Estimated Accuracy
 HM0244;SPC UT S     - 3,068,448.      663,166.      MT  (+/- 10 meters HH2 GPS)
 HM0244
 HM0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG1878425548(NAD 83)
 HM0244
 HM0244                          SUPERSEDED SURVEY CONTROL
 HM0244
 HM0244  NGVD 29 (??/??/92) 1393.686  (m)         4572.45   (f) ADJ UNCH    1 2
 HM0244
 HM0244.Superseded values are not recommended for survey control.
 HM0244
 HM0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0244.See file dsdata.pdf to determine how the superseded data were derived.
 HM0244
 HM0244_MARKER: DB = BENCH MARK DISK
 HM0244_SETTING: 66 = SET IN ROCK OUTCROP
 HM0244_STAMPING: 4572.451 T 23 1933
 HM0244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0244+STABILITY: POSITION/ELEVATION WELL
 HM0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0244+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2010
 HM0244
 HM0244  HISTORY     - Date     Condition        Report By
 HM0244  HISTORY     - 1933     MONUMENTED       CGS
 HM0244  HISTORY     - 1934     GOOD             CGS
 HM0244  HISTORY     - 1983     MARK NOT FOUND   NGS
 HM0244  HISTORY     - 20100202 GOOD             GEOCAC
 HM0244
 HM0244                          STATION DESCRIPTION
 HM0244
 HM0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0244'7.3 MI SW FROM BLUFF.
 HM0244'7.3 MILES SOUTHWEST ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0244'BLUFF, SAN JUAN COUNTY, 185 YARDS EAST OF A 6-FOOT ROCK CUT, 100 YARDS
 HM0244'SOUTHEAST OF THE MAIN BASE OF COMB RIDGE, BETWEEN TWO WOODEN CULVERTS,
 HM0244'136 FEET SOUTHWEST OF THE EAST CULVERT, 44 FEET EAST OF THE WEST
 HM0244'CULVERT, 20 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN BEDROCK,
 HM0244'AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED 4572.451
 HM0244'T 23 1933.
 HM0244
 HM0244                          STATION RECOVERY (1983)
 HM0244
 HM0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0244'MARK NOT FOUND.
 HM0244
 HM0244                          STATION RECOVERY (2010)
 HM0244
 HM0244'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HM0244'DRIVE STATION ALONG THE ABANDONED ROADWAY.  CULVERTS ARE NOW METAL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0118 ***********************************************************************
 JO0118  DESIGNATION -  T 231
 JO0118  PID         -  JO0118
 JO0118  STATE/COUNTY-  UT/BEAVER
 JO0118  COUNTRY     -  US
 JO0118  USGS QUAD   -  SHELLY BALDY PEAK (2017)
 JO0118
 JO0118                         *CURRENT SURVEY CONTROL
 JO0118  ______________________________________________________________________
 JO0118* NAD 83(1986) POSITION- 38 18 32.     (N) 112 22 35.     (W)   SCALED
 JO0118* NAVD 88 ORTHO HEIGHT -  2848.854 (meters)     9346.62  (feet) ADJUSTED
 JO0118  ______________________________________________________________________
 JO0118  GEOID HEIGHT    -        -18.984 (meters)                     GEOID18
 JO0118  DYNAMIC HEIGHT  -       2845.110 (meters)     9334.33  (feet) COMP
 JO0118  MODELED GRAVITY -    979,210.6   (mgal)                       NAVD 88
 JO0118
 JO0118  VERT ORDER      -  SECOND    CLASS 0
 JO0118
 JO0118.The horizontal coordinates were scaled from a map and have
 JO0118.an estimated accuracy of +/- 6 seconds.
 JO0118
 JO0118.The orthometric height was determined by differential leveling and
 JO0118.adjusted by the NATIONAL GEODETIC SURVEY
 JO0118.in June 1991.
 JO0118
 JO0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0118.GEOID18 height accuracy estimate available here.
 JO0118
 JO0118.Click photographs - Photos may exist for this station.
 JO0118
 JO0118.The dynamic height is computed by dividing the NAVD 88
 JO0118.geopotential number by the normal gravity value computed on the
 JO0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0118.degrees latitude (g = 980.6199 gals.).
 JO0118
 JO0118.The modeled gravity was interpolated from observed gravity values.
 JO0118
 JO0118;                    North         East    Units  Estimated Accuracy
 JO0118;SPC UT S     - 3,182,620.      423,350.      MT  (+/- 180 meters Scaled)
 JO0118
 JO0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH796409(NAD 83)
 JO0118
 JO0118                          SUPERSEDED SURVEY CONTROL
 JO0118
 JO0118  NGVD 29 (??/??/92) 2847.310  (m)         9341.55   (f) ADJ UNCH    2 0
 JO0118
 JO0118.Superseded values are not recommended for survey control.
 JO0118
 JO0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0118.See file dsdata.pdf to determine how the superseded data were derived.
 JO0118
 JO0118_MARKER: DB = BENCH MARK DISK
 JO0118_SETTING: 66 = SET IN ROCK OUTCROP
 JO0118_STAMPING: T 231 1935
 JO0118_MARK LOGO: CGS
 JO0118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0118+STABILITY: POSITION/ELEVATION WELL
 JO0118
 JO0118  HISTORY     - Date     Condition        Report By
 JO0118  HISTORY     - 1935     MONUMENTED       CGS
 JO0118  HISTORY     - 1975     MARK NOT FOUND   USGS
 JO0118
 JO0118                          STATION DESCRIPTION
 JO0118
 JO0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0118'18.7 MI E FROM BEAVER.
 JO0118'ABOUT 18.7 MILES EAST ALONG STATE HIGHWAY 21 FROM BEAVER, BEAVER
 JO0118'COUNTY, BETWEEN TWO CURVES, 16 FEET NORTH OF THE CENTER LINE OF THE
 JO0118'HIGHWAY, IN THE TOP OF A SANDSTONE OUTCROP, AND ABOUT 5 FEET HIGHER
 JO0118'THAN THE ROADWAY.  A STANDARD DISK, STAMPED T 231 1935.
 JO0118
 JO0118                          STATION RECOVERY (1975)
 JO0118
 JO0118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0118'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0173 ***********************************************************************
 HN0173  DESIGNATION -  T 24
 HN0173  PID         -  HN0173
 HN0173  STATE/COUNTY-  UT/SAN JUAN
 HN0173  COUNTRY     -  US
 HN0173  USGS QUAD   -  MONUMENT PASS (2017)
 HN0173
 HN0173                         *CURRENT SURVEY CONTROL
 HN0173  ______________________________________________________________________
 HN0173* NAD 83(1986) POSITION- 37 04 04.     (N) 110 03 35.     (W)   SCALED
 HN0173* NAVD 88 ORTHO HEIGHT -  1662.723 (meters)     5455.12  (feet) ADJUSTED
 HN0173  ______________________________________________________________________
 HN0173  GEOID HEIGHT    -        -21.077 (meters)                     GEOID18
 HN0173  DYNAMIC HEIGHT  -       1660.763 (meters)     5448.69  (feet) COMP
 HN0173  MODELED GRAVITY -    979,393.5   (mgal)                       NAVD 88
 HN0173
 HN0173  VERT ORDER      -  FIRST     CLASS II
 HN0173
 HN0173.The horizontal coordinates were scaled from a map and have
 HN0173.an estimated accuracy of +/- 6 seconds.
 HN0173
 HN0173.The orthometric height was determined by differential leveling and
 HN0173.adjusted by the NATIONAL GEODETIC SURVEY
 HN0173.in June 1991.
 HN0173
 HN0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0173.GEOID18 height accuracy estimate available here.
 HN0173
 HN0173.Click photographs - Photos may exist for this station.
 HN0173
 HN0173.The dynamic height is computed by dividing the NAVD 88
 HN0173.geopotential number by the normal gravity value computed on the
 HN0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0173.degrees latitude (g = 980.6199 gals.).
 HN0173
 HN0173.The modeled gravity was interpolated from observed gravity values.
 HN0173
 HN0173;                    North         East    Units  Estimated Accuracy
 HN0173;SPC UT S     - 3,045,500.      628,090.      MT  (+/- 180 meters Scaled)
 HN0173
 HN0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG835028(NAD 83)
 HN0173
 HN0173                          SUPERSEDED SURVEY CONTROL
 HN0173
 HN0173  NGVD 29 (??/??/92) 1661.749  (m)         5451.92   (f) ADJ UNCH    1 2
 HN0173
 HN0173.Superseded values are not recommended for survey control.
 HN0173
 HN0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0173.See file dsdata.pdf to determine how the superseded data were derived.
 HN0173
 HN0173_MARKER: DB = BENCH MARK DISK
 HN0173_SETTING: 66 = SET IN ROCK OUTCROP
 HN0173_STAMPING: 5451.921 T 24 1933
 HN0173_MARK LOGO: CGS
 HN0173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0173+STABILITY: POSITION/ELEVATION WELL
 HN0173
 HN0173  HISTORY     - Date     Condition        Report By
 HN0173  HISTORY     - 1933     MONUMENTED       CGS
 HN0173  HISTORY     - 1934     GOOD             CGS
 HN0173  HISTORY     - 1963     MARK NOT FOUND   USGS
 HN0173  HISTORY     - 1983     MARK NOT FOUND   NGS
 HN0173  HISTORY     - 19860213 MARK NOT FOUND   USGS
 HN0173
 HN0173                          STATION DESCRIPTION
 HN0173
 HN0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HN0173'14.8 MI SW FROM MEXICAN HAT.
 HN0173'14.8 MILES SOUTHWEST ALONG THE ROAD TO KAYENTA FROM THE NEVILLS STONE
 HN0173'HOUSE AT MEXICAN HAT, SAN JUAN COUNTY, 14.2 MILES SOUTHWEST OF THE SAN
 HN0173'JUAN RIVER BRIDGE, 0.1 MILE NORTH OF A WOODEN CULVERT, ON THE NORTH
 HN0173'SLOPE OF A SMALL SPUR, NORTHWEST OF THE END OF THE SPUR, AT THE
 HN0173'SOUTHWEST END OF A LONG CURVE AROUND THE SPUR, 49 FEET NORTHWEST OF
 HN0173'THE CENTERLINE OF THE ROAD, AND IN LIMESTONE BEDROCK.  A STANDARD
 HN0173'DISK, STAMPED 5451.921 T 24 1933.
 HN0173
 HN0173                          STATION RECOVERY (1963)
 HN0173
 HN0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 HN0173'MARK NOT FOUND.
 HN0173
 HN0173                          STATION RECOVERY (1983)
 HN0173
 HN0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0173'MARK NOT FOUND.
 HN0173
 HN0173                          STATION RECOVERY (1986)
 HN0173
 HN0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RV)
 HN0173'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0260 ***********************************************************************
 LN0260  DESIGNATION -  T 26
 LN0260  PID         -  LN0260
 LN0260  STATE/COUNTY-  UT/UINTAH
 LN0260  COUNTRY     -  US
 LN0260  USGS QUAD   -  BONANZA (2017)
 LN0260
 LN0260                         *CURRENT SURVEY CONTROL
 LN0260  ______________________________________________________________________
 LN0260* NAD 83(1986) POSITION- 40 04 03.1    (N) 109 11 55.5    (W)   HD_HELD2
 LN0260* NAVD 88 ORTHO HEIGHT -  1600.116 (meters)     5249.71  (feet) ADJUSTED
 LN0260  ______________________________________________________________________
 LN0260  GEOID HEIGHT    -        -17.301 (meters)                     GEOID18
 LN0260  DYNAMIC HEIGHT  -       1598.636 (meters)     5244.86  (feet) COMP
 LN0260  MODELED GRAVITY -    979,645.0   (mgal)                       NAVD 88
 LN0260
 LN0260  VERT ORDER      -  FIRST     CLASS II
 LN0260
 LN0260.The horizontal coordinates were established by autonomous hand held GPS
 LN0260.observations and have an estimated accuracy of +/- 10 meters.
 LN0260
 LN0260.The orthometric height was determined by differential leveling and
 LN0260.adjusted by the NATIONAL GEODETIC SURVEY
 LN0260.in June 1991.
 LN0260
 LN0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0260.GEOID18 height accuracy estimate available here.
 LN0260
 LN0260.Click photographs - Photos may exist for this station.
 LN0260
 LN0260.The dynamic height is computed by dividing the NAVD 88
 LN0260.geopotential number by the normal gravity value computed on the
 LN0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0260.degrees latitude (g = 980.6199 gals.).
 LN0260
 LN0260.The modeled gravity was interpolated from observed gravity values.
 LN0260
 LN0260;                    North         East    Units  Estimated Accuracy
 LN0260;SPC UT C     - 2,195,054.      696,279.      MT  (+/- 10 meters HH2 GPS)
 LN0260
 LN0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK5360636806(NAD 83)
 LN0260
 LN0260                          SUPERSEDED SURVEY CONTROL
 LN0260
 LN0260  NGVD 29 (??/??/92) 1598.918  (m)         5245.78   (f) ADJ UNCH    1 2
 LN0260
 LN0260.Superseded values are not recommended for survey control.
 LN0260
 LN0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0260.See file dsdata.pdf to determine how the superseded data were derived.
 LN0260
 LN0260_MARKER: DB = BENCH MARK DISK
 LN0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0260_STAMPING: 5245.783 T 26 1933
 LN0260_MARK LOGO: CGS
 LN0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0260+STABILITY: SURFACE MOTION
 LN0260
 LN0260  HISTORY     - Date     Condition        Report By
 LN0260  HISTORY     - 1933     MONUMENTED       CGS
 LN0260  HISTORY     - 1981     GOOD             NGS
 LN0260
 LN0260                          STATION DESCRIPTION
 LN0260
 LN0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0260'3.8 MI NW FROM BONANZA.
 LN0260'ABOUT 3.8 MILES NORTHWEST ALONG THE WATSON-JENSEN ROAD FROM BONANZA,
 LN0260'UINTAH COUNTY, ABOUT 1/2 MILE NORTH OF A SHEEP CAMP IN A VALLEY, ABOUT
 LN0260'0.5 MILE EAST OF A FLAT-TOPPED HILL MARKED BY A PROMINENT ROCK CAIRN,
 LN0260'ABOUT 600 FEET EAST OF A ROW OF POLES, ON THE TOP OF A RIDGE, AT THE
 LN0260'SUMMIT OF A GRADE, ON THE OUTSIDE OF A CURVE, AND ABOUT 50 FEET
 LN0260'NORTHEAST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED
 LN0260'5245.783 T 26 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LN0260
 LN0260                          STATION RECOVERY (1981)
 LN0260
 LN0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LN0260'THE BENCH MARK IS ABOUT 6.1 KM (3.8 MILES) NORTHWEST ALONG THE
 LN0260'WATSON-JENSEN ROAD FROM BONANZA AND ABOUT 0.8 KM (0.5 MILE) NORTH OF
 LN0260'AN OLD SHEEP CAMP IN A VALLEY. IT IS 122 M (400 FEET) NORTHEAST FROM
 LN0260'THE CENTERLINE OF A PAVED ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0319 ***********************************************************************
 LN0319  DESIGNATION -  T 27
 LN0319  PID         -  LN0319
 LN0319  STATE/COUNTY-  UT/UINTAH
 LN0319  COUNTRY     -  US
 LN0319  USGS QUAD   -  VERNAL NE (2017)
 LN0319
 LN0319                         *CURRENT SURVEY CONTROL
 LN0319  ______________________________________________________________________
 LN0319* NAD 83(1986) POSITION- 40 27 20.96   (N) 109 31 48.46   (W)   HD_HELD1
 LN0319* NAVD 88 ORTHO HEIGHT -  1627.571 (meters)     5339.79  (feet) ADJUSTED
 LN0319  ______________________________________________________________________
 LN0319  GEOID HEIGHT    -        -16.764 (meters)                     GEOID18
 LN0319  DYNAMIC HEIGHT  -       1626.069 (meters)     5334.86  (feet) COMP
 LN0319  MODELED GRAVITY -    979,646.5   (mgal)                       NAVD 88
 LN0319
 LN0319  VERT ORDER      -  FIRST     CLASS II
 LN0319
 LN0319.The horizontal coordinates were determined by differentially corrected
 LN0319.hand held GPS observations or other comparable positioning techniques
 LN0319.and have an estimated accuracy of +/- 3 meters.
 LN0319
 LN0319.The orthometric height was determined by differential leveling and
 LN0319.adjusted by the NATIONAL GEODETIC SURVEY
 LN0319.in June 1991.
 LN0319
 LN0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0319.GEOID18 height accuracy estimate available here.
 LN0319
 LN0319.Click photographs - Photos may exist for this station.
 LN0319
 LN0319.The dynamic height is computed by dividing the NAVD 88
 LN0319.geopotential number by the normal gravity value computed on the
 LN0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0319.degrees latitude (g = 980.6199 gals.).
 LN0319
 LN0319.The modeled gravity was interpolated from observed gravity values.
 LN0319
 LN0319;                    North         East    Units  Estimated Accuracy
 LN0319;SPC UT C     - 2,237,481.4     667,070.5     MT  (+/- 3 meters HH1 GPS) 
 LN0319
 LN0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK2463179388(NAD 83)
 LN0319
 LN0319                          SUPERSEDED SURVEY CONTROL
 LN0319
 LN0319  NGVD 29 (??/??/92) 1626.309  (m)         5335.65   (f) ADJ UNCH    1 2
 LN0319
 LN0319.Superseded values are not recommended for survey control.
 LN0319
 LN0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0319.See file dsdata.pdf to determine how the superseded data were derived.
 LN0319
 LN0319_MARKER: DB = BENCH MARK DISK
 LN0319_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LN0319_SP_SET: BUILDING WALL
 LN0319_STAMPING: 5335.649 T 27 1933
 LN0319_MARK LOGO: CGS
 LN0319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0319+STABILITY: POSITION/ELEVATION WELL
 LN0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LN0319+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2011
 LN0319
 LN0319  HISTORY     - Date     Condition        Report By
 LN0319  HISTORY     - 1933     MONUMENTED       CGS
 LN0319  HISTORY     - 1943     GOOD             CGS
 LN0319  HISTORY     - 1981     GOOD             NGS
 LN0319  HISTORY     - 1984     GOOD             NGS
 LN0319  HISTORY     - 20091020 GOOD             GEOCAC
 LN0319  HISTORY     - 20111017 GOOD             GEOCAC
 LN0319
 LN0319                          STATION DESCRIPTION
 LN0319
 LN0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0319'IN VERNAL.
 LN0319'AT VERNAL, UINTAH COUNTY, AT THE POST OFFICE, ABOUT 12 FEET EAST OF
 LN0319'THE ENTRANCE, IN THE SOUTH FACE OF THE CONCRETE FOUNDATION, AND ABOUT
 LN0319'3 FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED 5335.649 T 27
 LN0319'1933 AND SET VERTICALLY.
 LN0319
 LN0319                          STATION RECOVERY (1943)
 LN0319
 LN0319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LN0319'RECOVERED IN GOOD CONDITION.
 LN0319
 LN0319                          STATION RECOVERY (1981)
 LN0319
 LN0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LN0319'THE POST OFFICE HAS BEEN REDOCORATED AND THE MARK IS IN THE PORCH OF
 LN0319'THE POST OFFICE AND ABOUT 0.5 M (1.5 FEET) ABOVE THE FIRST WESTERN
 LN0319'SET OF STEPS. THE DISK IS A SURROUNDED BY STUCCO.
 LN0319
 LN0319                          STATION RECOVERY (1984)
 LN0319
 LN0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0319'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN VERNAL,
 LN0319'SET VERTICALLY IN THE SOUTH FACE OF THE SOUTH FOUNDATION WALL OF THE
 LN0319'POST OFFICE, AT 89 WEST MAIN STREET, 8.6 M (28.2 FT) WEST OF THE EAST
 LN0319'ENTRANCE, AND 5.5 M (18.0 FT) EAST OF THE WEST ENTRANCE.
 LN0319'THE MARK IS 0.4 M ABOVE THE PORCH.
 LN0319
 LN0319                          STATION RECOVERY (2009)
 LN0319
 LN0319'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LN0319'BUILDING NOW HOUSE OLD TOWNE PRINTING.
 LN0319'
 LN0319
 LN0319                          STATION RECOVERY (2011)
 LN0319
 LN0319'RECOVERY NOTE BY GEOCACHING 2011 (BRB)
 LN0319'THE FORMER POST OFFICE IS NOW OCCUPIED BY OLD TOWNE PRINTING. THE
 LN0319'CORRECT STREET ADDRESS OF THE BUSINESS/BUILDING IS 92 W MAIN STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0328 ***********************************************************************
 LN0328  DESIGNATION -  T 28
 LN0328  PID         -  LN0328
 LN0328  STATE/COUNTY-  UT/DAGGETT
 LN0328  COUNTRY     -  US
 LN0328  USGS QUAD   -  EAST PARK RESERVOIR (2017)
 LN0328
 LN0328                         *CURRENT SURVEY CONTROL
 LN0328  ______________________________________________________________________
 LN0328* NAD 83(1986) POSITION- 40 51 07.6    (N) 109 34 36.1    (W)   HD_HELD2
 LN0328* NAVD 88 ORTHO HEIGHT -  2359.855 (meters)     7742.29  (feet) ADJUSTED
 LN0328  ______________________________________________________________________
 LN0328  GEOID HEIGHT    -        -13.574 (meters)                     GEOID18
 LN0328  DYNAMIC HEIGHT  -       2357.605 (meters)     7734.91  (feet) COMP
 LN0328  MODELED GRAVITY -    979,584.8   (mgal)                       NAVD 88
 LN0328
 LN0328  VERT ORDER      -  FIRST     CLASS II
 LN0328
 LN0328.The horizontal coordinates were established by autonomous hand held GPS
 LN0328.observations and have an estimated accuracy of +/- 10 meters.
 LN0328
 LN0328.The orthometric height was determined by differential leveling and
 LN0328.adjusted by the NATIONAL GEODETIC SURVEY
 LN0328.in June 1991.
 LN0328
 LN0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0328.GEOID18 height accuracy estimate available here.
 LN0328
 LN0328.Click photographs - Photos may exist for this station.
 LN0328
 LN0328.The dynamic height is computed by dividing the NAVD 88
 LN0328.geopotential number by the normal gravity value computed on the
 LN0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0328.degrees latitude (g = 980.6199 gals.).
 LN0328
 LN0328.The modeled gravity was interpolated from observed gravity values.
 LN0328
 LN0328;                    North         East    Units  Estimated Accuracy
 LN0328;SPC UT N     - 1,059,404.      662,162.      MT  (+/- 10 meters HH2 GPS)
 LN0328
 LN0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL1997123315(NAD 83)
 LN0328
 LN0328                          SUPERSEDED SURVEY CONTROL
 LN0328
 LN0328  NGVD 29 (??/??/92) 2358.514  (m)         7737.89   (f) ADJ UNCH    1 2
 LN0328
 LN0328.Superseded values are not recommended for survey control.
 LN0328
 LN0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0328.See file dsdata.pdf to determine how the superseded data were derived.
 LN0328
 LN0328_MARKER: DB = BENCH MARK DISK
 LN0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0328_STAMPING: 7737.891 T 28 1933
 LN0328_MARK LOGO: CGS
 LN0328_PROJECTION: PROJECTING 20 CENTIMETERS
 LN0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0328+STABILITY: SURFACE MOTION
 LN0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LN0328+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2009
 LN0328
 LN0328  HISTORY     - Date     Condition        Report By
 LN0328  HISTORY     - 1933     MONUMENTED       CGS
 LN0328  HISTORY     - 1984     GOOD             NGS
 LN0328  HISTORY     - 20091018 GOOD             GEOCAC
 LN0328
 LN0328                          STATION DESCRIPTION
 LN0328
 LN0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0328'29.1 MI SE FROM MANILA.
 LN0328'ABOUT 29.1 MILES SOUTHEAST ALONG STATE HIGHWAY 44 FROM MANILA, DAGGETT
 LN0328'COUNTY, ABOUT 2.2 MILES WEST OF THE T-JUNCTION OF THE SIDE ROAD
 LN0328'LEADING NORTH TO GREEN LAKES, ON THE OUTSIDE OF A CURVE, AT THE WEST
 LN0328'EDGE OF AN OPEN FLAT IN THE TIMBER, AND ABOUT 35 FEET NORTH OF THE
 LN0328'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 7737.891 T 28
 LN0328'1933 AND SET IN THE TOP OF A CONCRETE POST.
 LN0328
 LN0328                          STATION RECOVERY (1984)
 LN0328
 LN0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0328'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  35.9 KM
 LN0328'(22.3 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION WITH
 LN0328'STATE HIGHWAY 43 IN MANILA, 1.0 KM (0.6 MI) NORTHEAST OF MILEPOST 6,
 LN0328'64.3 M (211.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 6.4 M
 LN0328'(21.0 FT) EAST OF A 24-INCH PINE TREE, AND 6.4 M (21.0 FT) SOUTH OF A
 LN0328'24-INCH PINE TREE.
 LN0328'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LN0328'THE MARK IS 1.9 M BELOW THE HIGHWAY.
 LN0328
 LN0328                          STATION RECOVERY (2009)
 LN0328
 LN0328'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LN0328'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0179 ***********************************************************************
 JN0179  DESIGNATION -  T 29
 JN0179  PID         -  JN0179
 JN0179  STATE/COUNTY-  UT/WAYNE
 JN0179  COUNTRY     -  US
 JN0179  USGS QUAD   -  LYMAN (2017)
 JN0179
 JN0179                         *CURRENT SURVEY CONTROL
 JN0179  ______________________________________________________________________
 JN0179* NAD 83(1994) POSITION- 38 23 49.80824(N) 111 36 06.37219(W)   ADJUSTED
 JN0179* NAVD 88 ORTHO HEIGHT -  2167.965 (meters)     7112.73  (feet) ADJUSTED
 JN0179  ______________________________________________________________________
 JN0179  GEOID HEIGHT    -        -17.715 (meters)                     GEOID18
 JN0179  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 JN0179  DYNAMIC HEIGHT  -       2165.436 (meters)     7104.43  (feet) COMP
 JN0179  MODELED GRAVITY -    979,384.1   (mgal)                       NAVD 88
 JN0179
 JN0179  HORZ ORDER      -  SECOND
 JN0179  VERT ORDER      -  FIRST     CLASS II
 JN0179
 JN0179.The horizontal coordinates were established by classical geodetic methods
 JN0179.and adjusted by the National Geodetic Survey in November 1997.
 JN0179
 JN0179.The orthometric height was determined by differential leveling and
 JN0179.adjusted by the NATIONAL GEODETIC SURVEY
 JN0179.in June 1991.
 JN0179
 JN0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0179.GEOID18 height accuracy estimate available here.
 JN0179
 JN0179.Click photographs - Photos may exist for this station.
 JN0179
 JN0179.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0179
 JN0179.The dynamic height is computed by dividing the NAVD 88
 JN0179.geopotential number by the normal gravity value computed on the
 JN0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0179.degrees latitude (g = 980.6199 gals.).
 JN0179
 JN0179.The modeled gravity was interpolated from observed gravity values.
 JN0179
 JN0179. The following values were computed from the NAD 83(1994) position.
 JN0179
 JN0179;                    North         East     Units Scale Factor Converg.
 JN0179;SPC UT S     - 3,192,068.978   491,109.636   MT  1.00000847   -0 03 44.5
 JN0179;SPC UT S     -10,472,646.31  1,611,248.86   sFT  1.00000847   -0 03 44.5
 JN0179;UTM  12      - 4,250,054.634   447,452.190   MT  0.99963400   -0 22 25.6
 JN0179
 JN0179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0179!SPC UT S     -   0.99966272  x   1.00000847  =   0.99967119
 JN0179!UTM  12      -   0.99966272  x   0.99963400  =   0.99929685
 JN0179
 JN0179:                Primary Azimuth Mark                     Grid Az
 JN0179:SPC UT S     -  LOA                                      294 26 56.3
 JN0179:UTM  12      -  LOA                                      294 45 37.4
 JN0179
 JN0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH4745250054(NAD 83)
 JN0179
 JN0179|---------------------------------------------------------------------|
 JN0179| PID    Reference Object                     Distance      Geod. Az  |
 JN0179|                                                           dddmmss.s |
 JN0179| CQ5979 T 29 RM 2                            20.242 METERS 17955     |
 JN0179| CQ5978 T 29 RM 1                            18.998 METERS 27016     |
 JN0179| JN0363 LOA                                 APPROX.10.3 KM 2942311.8 |
 JN0179|---------------------------------------------------------------------|
 JN0179
 JN0179                          SUPERSEDED SURVEY CONTROL
 JN0179
 JN0179  NAD 83(1986)-  38 23 49.80330(N)    111 36 06.37129(W) AD(       ) 2
 JN0179  NAD 27      -  38 23 49.87806(N)    111 36 03.71381(W) AD(       ) 2
 JN0179  NGVD 29 (??/??/92) 2166.634  (m)         7108.37   (f) ADJ UNCH    1 2
 JN0179
 JN0179.Superseded values are not recommended for survey control.
 JN0179
 JN0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0179.See file dsdata.pdf to determine how the superseded data were derived.
 JN0179
 JN0179_MARKER: DB = BENCH MARK DISK
 JN0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0179_STAMPING: T 29 1934
 JN0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0179+STABILITY: SURFACE MOTION
 JN0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0179+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2011
 JN0179
 JN0179  HISTORY     - Date     Condition        Report By
 JN0179  HISTORY     - 1934     MONUMENTED       CGS
 JN0179  HISTORY     - 1963     GOOD             CGS
 JN0179  HISTORY     - 1969     GOOD             USGS
 JN0179  HISTORY     - 20040723 GOOD             INDIV
 JN0179  HISTORY     - 20111027 GOOD             GEOCAC
 JN0179
 JN0179                          STATION DESCRIPTION
 JN0179
 JN0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0179'2.4 MI E FROM LOA.
 JN0179'2.4 MILES EAST ALONG STATE HIGHWAY 24 FROM THE LOA MERCANTILE CO.
 JN0179'STORE AT LOA, WAYNE COUNTY, ABOUT 1 MILE WEST OF LYMAN, 39 FEET NORTH
 JN0179'OF THE CENTERLINE OF THE HIGHWAY, 25 FEET EAST OF A SECTION-LINE FENCE
 JN0179'CORNER, AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED T 29
 JN0179'1934 AND SET IN THE TOP OF A CONCRETE POST.
 JN0179
 JN0179                          STATION RECOVERY (1963)
 JN0179
 JN0179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JN0179'RECOVERED IN GOOD CONDITION.
 JN0179
 JN0179                          STATION RECOVERY (1969)
 JN0179
 JN0179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JN0179'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY IN UTAH LEVEL LINE
 JN0179'NO. 10 AS FOLLOWS--
 JN0179'
 JN0179'LOCATED ABOUT 2.4 MI. E. ALONG HIGHWAY 24 FROM LOA MERCANTILE
 JN0179'CO. STORE AT LOA, ABOUT 1 MI. W. OF LYMAN.  39 FT. N. OF CENTER
 JN0179'OF HIGHWAY.  25 FT. E. OF SECTION FENCE CORNER.  1 FT. S. OF FENCE.
 JN0179'
 JN0179'STATION MARK--C AND GS STANDARD DISK STAMPED T 29 1934 SET IN
 JN0179'CONCRETE POST.
 JN0179'
 JN0179'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET,
 JN0179'STAMPED NO 1 BM T-29, CRIMPED TO THE TOP OF A COPPERWELD ROD
 JN0179'PROJECTING 0.5 FT.
 JN0179'
 JN0179'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET,
 JN0179'STAMPED NO 2 BM T-29, CRIMPED TO THE TOP OF A COPPERWELD ROD
 JN0179'PROJECTING 0.3 FT.
 JN0179
 JN0179                          STATION RECOVERY (2004)
 JN0179
 JN0179'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HDM)
 JN0179'RM1 MAY HAVE BEEN DISTURBED.  ARROW DOES NOT POINT TOWARD STATION.
 JN0179'RM2 WAS NOT FOUND.
 JN0179
 JN0179                          STATION RECOVERY (2011)
 JN0179
 JN0179'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 JN0179'MARK IS ABOUT ONE FT SW OF A CARSONITE WP.  RM 1 FOUND, RM 2 NOT SEEN
 JN0179'AND MAY BE GONE DUE TO WIDENING OF THE ROAD BORROW.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0260 ***********************************************************************
 JO0260  DESIGNATION -  T 31
 JO0260  PID         -  JO0260
 JO0260  STATE/COUNTY-  UT/MILLARD
 JO0260  COUNTRY     -  US
 JO0260  USGS QUAD   -  COVE FORT (2017)
 JO0260
 JO0260                         *CURRENT SURVEY CONTROL
 JO0260  ______________________________________________________________________
 JO0260* NAD 83(1986) POSITION- 38 36 05.     (N) 112 33 14.     (W)   SCALED
 JO0260* NAVD 88 ORTHO HEIGHT -  1889.616 (meters)     6199.52  (feet) ADJUSTED
 JO0260  ______________________________________________________________________
 JO0260  GEOID HEIGHT    -        -19.500 (meters)                     GEOID18
 JO0260  DYNAMIC HEIGHT  -       1887.532 (meters)     6192.68  (feet) COMP
 JO0260  MODELED GRAVITY -    979,458.3   (mgal)                       NAVD 88
 JO0260
 JO0260  VERT ORDER      -  FIRST     CLASS II
 JO0260
 JO0260.The horizontal coordinates were scaled from a map and have
 JO0260.an estimated accuracy of +/- 6 seconds.
 JO0260
 JO0260.The orthometric height was determined by differential leveling and
 JO0260.adjusted by the NATIONAL GEODETIC SURVEY
 JO0260.in June 1991.
 JO0260
 JO0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0260.GEOID18 height accuracy estimate available here.
 JO0260
 JO0260.Click photographs - Photos may exist for this station.
 JO0260
 JO0260.The dynamic height is computed by dividing the NAVD 88
 JO0260.geopotential number by the normal gravity value computed on the
 JO0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0260.degrees latitude (g = 980.6199 gals.).
 JO0260
 JO0260.The modeled gravity was interpolated from observed gravity values.
 JO0260
 JO0260;                    North         East    Units  Estimated Accuracy
 JO0260;SPC UT C     - 2,030,300.      408,190.      MT  (+/- 180 meters Scaled)
 JO0260
 JO0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH646736(NAD 83)
 JO0260
 JO0260                          SUPERSEDED SURVEY CONTROL
 JO0260
 JO0260  NGVD 29 (??/??/92) 1888.369  (m)         6195.42   (f) ADJ UNCH    1 2
 JO0260
 JO0260.Superseded values are not recommended for survey control.
 JO0260
 JO0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0260.See file dsdata.pdf to determine how the superseded data were derived.
 JO0260
 JO0260_MARKER: DB = BENCH MARK DISK
 JO0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0260_STAMPING: T 31 1934
 JO0260_MARK LOGO: CGS
 JO0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0260+STABILITY: SURFACE MOTION
 JO0260
 JO0260  HISTORY     - Date     Condition        Report By
 JO0260  HISTORY     - 1934     MONUMENTED       CGS
 JO0260  HISTORY     - 1984     MARK NOT FOUND   USGS
 JO0260
 JO0260                          STATION DESCRIPTION
 JO0260
 JO0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0260'1.5 MI E FROM COVE FORT.
 JO0260'1.5 MILES EAST ALONG STATE HIGHWAY 13 FROM COVE FORT, MILLARD COUNTY
 JO0260'70 FEET NORTHWEST OF A TELEPHONE POLE, 45 FEET SOUTHWEST OF THE
 JO0260'CENTERLINE HEADWALL OF A CONCRETE CULVERT, AND 45 FEET SOUTH OF THE
 JO0260'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED T 31 1934 AND SET
 JO0260'IN THE TOP OF A CONCRETE POST.
 JO0260
 JO0260                          STATION RECOVERY (1984)
 JO0260
 JO0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JO0260'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0166 ***********************************************************************
 JO0166  DESIGNATION -  T 32
 JO0166  PID         -  JO0166
 JO0166  STATE/COUNTY-  UT/BEAVER
 JO0166  COUNTRY     -  US
 JO0166  USGS QUAD   -  MINERSVILLE (2017)
 JO0166
 JO0166                         *CURRENT SURVEY CONTROL
 JO0166  ______________________________________________________________________
 JO0166* NAD 83(1986) POSITION- 38 13 15.53   (N) 112 54 50.58   (W)   HD_HELD1
 JO0166* NAVD 88 ORTHO HEIGHT -  1618.904 (meters)     5311.35  (feet) ADJUSTED
 JO0166  ______________________________________________________________________
 JO0166  GEOID HEIGHT    -        -20.790 (meters)                     GEOID18
 JO0166  DYNAMIC HEIGHT  -       1617.169 (meters)     5305.66  (feet) COMP
 JO0166  MODELED GRAVITY -    979,500.4   (mgal)                       NAVD 88
 JO0166
 JO0166  VERT ORDER      -  FIRST     CLASS II
 JO0166
 JO0166.The horizontal coordinates were determined by differentially corrected
 JO0166.hand held GPS observations or other comparable positioning techniques
 JO0166.and have an estimated accuracy of +/- 3 meters.
 JO0166
 JO0166.The orthometric height was determined by differential leveling and
 JO0166.adjusted by the NATIONAL GEODETIC SURVEY
 JO0166.in June 1991.
 JO0166
 JO0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0166.GEOID18 height accuracy estimate available here.
 JO0166
 JO0166.Click photographs - Photos may exist for this station.
 JO0166
 JO0166.The dynamic height is computed by dividing the NAVD 88
 JO0166.geopotential number by the normal gravity value computed on the
 JO0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0166.degrees latitude (g = 980.6199 gals.).
 JO0166
 JO0166.The modeled gravity was interpolated from observed gravity values.
 JO0166
 JO0166;                    North         East    Units  Estimated Accuracy
 JO0166;SPC UT S     - 3,173,443.1     376,181.3     MT  (+/- 3 meters HH1 GPS) 
 JO0166
 JO0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH3244932065(NAD 83)
 JO0166
 JO0166                          SUPERSEDED SURVEY CONTROL
 JO0166
 JO0166  NGVD 29 (??/??/92) 1617.822  (m)         5307.80   (f) ADJ UNCH    1 2
 JO0166
 JO0166.Superseded values are not recommended for survey control.
 JO0166
 JO0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0166.See file dsdata.pdf to determine how the superseded data were derived.
 JO0166
 JO0166_MARKER: DB = BENCH MARK DISK
 JO0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0166_STAMPING: T 32 1934
 JO0166_MARK LOGO: CGS
 JO0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0166+STABILITY: SURFACE MOTION
 JO0166
 JO0166  HISTORY     - Date     Condition        Report By
 JO0166  HISTORY     - 1934     MONUMENTED       CGS
 JO0166  HISTORY     - 1984     GOOD             NGS
 JO0166
 JO0166                          STATION DESCRIPTION
 JO0166
 JO0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0166'13.5 MI SE FROM MILFORD.
 JO0166'13.5 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE UNION PACIFIC
 JO0166'RAILROAD STATION AT MILFORD, BEAVER COUNTY, ABOUT 300 FEET EAST OF THE
 JO0166'EAST END OF A CURVE TO THE SOUTH, 44 FEET SOUTHEAST OF TELEPHONE POLE
 JO0166'530, AND 63 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 JO0166'DISK, STAMPED T 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JO0166
 JO0166                          STATION RECOVERY (1984)
 JO0166
 JO0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0166'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0335 ***********************************************************************
 JO0335  DESIGNATION -  T 33
 JO0335  PID         -  JO0335
 JO0335  STATE/COUNTY-  UT/BEAVER
 JO0335  COUNTRY     -  US
 JO0335  USGS QUAD   -  WAH WAH SUMMIT (2017)
 JO0335
 JO0335                         *CURRENT SURVEY CONTROL
 JO0335  ______________________________________________________________________
 JO0335* NAD 83(1986) POSITION- 38 30 35.     (N) 113 35 10.     (W)   SCALED
 JO0335* NAVD 88 ORTHO HEIGHT -  1819.831 (meters)     5970.56  (feet) ADJUSTED
 JO0335  ______________________________________________________________________
 JO0335  GEOID HEIGHT    -        -21.086 (meters)                     GEOID18
 JO0335  DYNAMIC HEIGHT  -       1817.840 (meters)     5964.03  (feet) COMP
 JO0335  MODELED GRAVITY -    979,470.4   (mgal)                       NAVD 88
 JO0335
 JO0335  VERT ORDER      -  FIRST     CLASS II
 JO0335
 JO0335.The horizontal coordinates were scaled from a map and have
 JO0335.an estimated accuracy of +/- 6 seconds.
 JO0335
 JO0335.The orthometric height was determined by differential leveling and
 JO0335.adjusted by the NATIONAL GEODETIC SURVEY
 JO0335.in June 1991.
 JO0335
 JO0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0335.GEOID18 height accuracy estimate available here.
 JO0335
 JO0335.Click photographs - Photos may exist for this station.
 JO0335
 JO0335.The dynamic height is computed by dividing the NAVD 88
 JO0335.geopotential number by the normal gravity value computed on the
 JO0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0335.degrees latitude (g = 980.6199 gals.).
 JO0335
 JO0335.The modeled gravity was interpolated from observed gravity values.
 JO0335
 JO0335;                    North         East    Units  Estimated Accuracy
 JO0335;SPC UT S     - 3,206,590.      318,060.      MT  (+/- 180 meters Scaled)
 JO0335
 JO0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH745655(NAD 83)
 JO0335
 JO0335                          SUPERSEDED SURVEY CONTROL
 JO0335
 JO0335  NGVD 29 (??/??/92) 1818.618  (m)         5966.58   (f) ADJ UNCH    1 2
 JO0335
 JO0335.Superseded values are not recommended for survey control.
 JO0335
 JO0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0335.See file dsdata.pdf to determine how the superseded data were derived.
 JO0335
 JO0335_MARKER: DB = BENCH MARK DISK
 JO0335_SETTING: 80 = SET IN A BOULDER
 JO0335_STAMPING: T 33 1934
 JO0335_MARK LOGO: CGS
 JO0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0335+STABILITY: SURFACE MOTION
 JO0335
 JO0335  HISTORY     - Date     Condition        Report By
 JO0335  HISTORY     - 1934     MONUMENTED       CGS
 JO0335  HISTORY     - 1960     MARK NOT FOUND   CGS
 JO0335  HISTORY     - 1984     MARK NOT FOUND   NGS
 JO0335  HISTORY     - 19860310 MARK NOT FOUND   USGS
 JO0335
 JO0335                          STATION DESCRIPTION
 JO0335
 JO0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0335'43.3 MI SE FROM GARRISON.
 JO0335'IN BEAVER COUNTY, 43.3 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE
 JO0335'POST OFFICE AT GARRISON, MILLARD COUNTY, 12.1 MILES SOUTHEAST OF THE
 JO0335'BEAVER-MILLARD COUNTY LINE, 70 FEET EAST OF THE EAST END OF AN S-CURVE
 JO0335'IN THE HIGHWAY, 42 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND IN
 JO0335'THE TOP OF A LARGE FLAT-TOP ROCK BOULDER LEVEL WITH THE GROUND. A
 JO0335'STANDARD DISK, STAMPED T 33 1934.
 JO0335
 JO0335                          STATION RECOVERY (1960)
 JO0335
 JO0335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JO0335'MARK NOT FOUND.
 JO0335
 JO0335                          STATION RECOVERY (1984)
 JO0335
 JO0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0335'NOT RECOVERED.
 JO0335
 JO0335                          STATION RECOVERY (1986)
 JO0335
 JO0335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (JDG)
 JO0335'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0035 ***********************************************************************
 MS0035  DESIGNATION -  T 331
 MS0035  PID         -  MS0035
 MS0035  STATE/COUNTY-  UT/BOX ELDER
 MS0035  COUNTRY     -  US
 MS0035  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0035
 MS0035                         *CURRENT SURVEY CONTROL
 MS0035  ______________________________________________________________________
 MS0035* NAD 83(1986) POSITION- 41 34 46.     (N) 112 03 09.     (W)   SCALED
 MS0035* NAVD 88 ORTHO HEIGHT -  1289.299 (meters)     4229.98  (feet) ADJUSTED
 MS0035  ______________________________________________________________________
 MS0035  GEOID HEIGHT    -        -15.972 (meters)                     GEOID18
 MS0035  DYNAMIC HEIGHT  -       1288.393 (meters)     4227.00  (feet) COMP
 MS0035  MODELED GRAVITY -    979,876.4   (mgal)                       NAVD 88
 MS0035
 MS0035  VERT ORDER      -  FIRST     CLASS II
 MS0035
 MS0035.The horizontal coordinates were scaled from a map and have
 MS0035.an estimated accuracy of +/- 6 seconds.
 MS0035
 MS0035.The orthometric height was determined by differential leveling and
 MS0035.adjusted by the NATIONAL GEODETIC SURVEY
 MS0035.in June 1991.
 MS0035
 MS0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0035.GEOID18 height accuracy estimate available here.
 MS0035
 MS0035.Click photographs - Photos may exist for this station.
 MS0035
 MS0035.The dynamic height is computed by dividing the NAVD 88
 MS0035.geopotential number by the normal gravity value computed on the
 MS0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0035.degrees latitude (g = 980.6199 gals.).
 MS0035
 MS0035.The modeled gravity was interpolated from observed gravity values.
 MS0035
 MS0035;                    North         East    Units  Estimated Accuracy
 MS0035;SPC UT N     - 1,138,530.      453,930.      MT  (+/- 180 meters Scaled)
 MS0035
 MS0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM122036(NAD 83)
 MS0035
 MS0035                          SUPERSEDED SURVEY CONTROL
 MS0035
 MS0035  NGVD 29 (??/??/92) 1288.308  (m)         4226.72   (f) ADJ UNCH    1 2
 MS0035
 MS0035.Superseded values are not recommended for survey control.
 MS0035
 MS0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0035.See file dsdata.pdf to determine how the superseded data were derived.
 MS0035
 MS0035_MARKER: DB = BENCH MARK DISK
 MS0035_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MS0035+WITH SETTING: PAVEMENT
 MS0035_SP_SET: SEMAPHORE BASE
 MS0035_STAMPING: T 331 1937
 MS0035_MARK LOGO: CGS
 MS0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0035+STABILITY: SURFACE MOTION
 MS0035
 MS0035  HISTORY     - Date     Condition        Report By
 MS0035  HISTORY     - 1937     MONUMENTED       CGS
 MS0035
 MS0035                          STATION DESCRIPTION
 MS0035
 MS0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 MS0035'5.0 MI N FROM BRIGHAM.
 MS0035'5.0 MILES NORTH OF O.S.L.R.R. DEPOT IN CONCRETE BASE OF SEMAPHORE NO.
 MS0035'26.2.  10 FT WEST OF CENTERLINE OF TRACK.  45 FT. NORTH OF SWITCH
 MS0035'STAND AT BAKERS SIDING.  25 FT. SOUTH OF FIFTH POLE NORTH OF MILE POST
 MS0035'NO. 26.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0036 ***********************************************************************
 MS0036  DESIGNATION -  T 331 RESET
 MS0036  PID         -  MS0036
 MS0036  STATE/COUNTY-  UT/BOX ELDER
 MS0036  COUNTRY     -  US
 MS0036  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0036
 MS0036                         *CURRENT SURVEY CONTROL
 MS0036  ______________________________________________________________________
 MS0036* NAD 83(1986) POSITION- 41 34 46.     (N) 112 03 09.     (W)   SCALED
 MS0036* NAVD 88 ORTHO HEIGHT -  1288.90  (+/-2cm)     4228.7   (feet) VERTCON3
 MS0036  ______________________________________________________________________
 MS0036  GEOID HEIGHT    -        -15.972 (meters)                     GEOID18
 MS0036  VERT ORDER      -  THIRD (See Below)
 MS0036
 MS0036.The horizontal coordinates were scaled from a map and have
 MS0036.an estimated accuracy of +/- 6 seconds.
 MS0036
 MS0036.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0036
 MS0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0036.GEOID18 height accuracy estimate available here.
 MS0036
 MS0036.The vertical order pertains to the NGVD 29 superseded value.
 MS0036
 MS0036.Click photographs - Photos may exist for this station.
 MS0036
 MS0036;                    North         East    Units  Estimated Accuracy
 MS0036;SPC UT N     - 1,138,530.      453,930.      MT  (+/- 180 meters Scaled)
 MS0036
 MS0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM122036(NAD 83)
 MS0036
 MS0036                          SUPERSEDED SURVEY CONTROL
 MS0036
 MS0036  NGVD 29 (07/25/12) 1287.92   (m)         4225.5    (f) RESET       3  
 MS0036
 MS0036.Superseded values are not recommended for survey control.
 MS0036
 MS0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0036.See file dsdata.pdf to determine how the superseded data were derived.
 MS0036
 MS0036_MARKER: DB = BENCH MARK DISK
 MS0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0036_STAMPING: T 331 1937 RESET 1950
 MS0036_MARK LOGO: CGS
 MS0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0036+STABILITY: SURFACE MOTION
 MS0036
 MS0036  HISTORY     - Date     Condition        Report By
 MS0036  HISTORY     - 1950     MONUMENTED       UPRR
 MS0036
 MS0036                          STATION DESCRIPTION
 MS0036
 MS0036'DESCRIBED BY UNION PACIFIC RAILROAD 1950
 MS0036'5 MI N FROM BRIGHAM.
 MS0036'ABOUT 5 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MS0036'AT BRIGHAM, BOX ELDER COUNTY, 5 POLES NORTH OF MILEPOST 26, AND 20
 MS0036'FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED T
 MS0036'331 1937 RESET 1950 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 MS0036'FEET (INCHES) ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0633 ***********************************************************************
 LO0633  DESIGNATION -  T 332
 LO0633  PID         -  LO0633
 LO0633  STATE/COUNTY-  UT/SALT LAKE
 LO0633  COUNTRY     -  US
 LO0633  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0633
 LO0633                         *CURRENT SURVEY CONTROL
 LO0633  ______________________________________________________________________
 LO0633* NAD 83(1986) POSITION- 40 46 43.     (N) 111 57 29.     (W)   SCALED
 LO0633* NAVD 88 ORTHO HEIGHT -  1287.380 (meters)     4223.68  (feet) ADJUSTED
 LO0633  ______________________________________________________________________
 LO0633  GEOID HEIGHT    -        -17.038 (meters)                     GEOID18
 LO0633  DYNAMIC HEIGHT  -       1286.365 (meters)     4220.35  (feet) COMP
 LO0633  MODELED GRAVITY -    979,792.4   (mgal)                       NAVD 88
 LO0633
 LO0633  VERT ORDER      -  SECOND    CLASS 0
 LO0633
 LO0633.This mark is at Salt Lake City Airport (SLC)
 LO0633
 LO0633.The horizontal coordinates were scaled from a map and have
 LO0633.an estimated accuracy of +/- 6 seconds.
 LO0633
 LO0633.The orthometric height was determined by differential leveling and
 LO0633.adjusted by the NATIONAL GEODETIC SURVEY
 LO0633.in June 1991.
 LO0633
 LO0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0633.GEOID18 height accuracy estimate available here.
 LO0633
 LO0633.Click photographs - Photos may exist for this station.
 LO0633
 LO0633.The dynamic height is computed by dividing the NAVD 88
 LO0633.geopotential number by the normal gravity value computed on the
 LO0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0633.degrees latitude (g = 980.6199 gals.).
 LO0633
 LO0633.The modeled gravity was interpolated from observed gravity values.
 LO0633
 LO0633;                    North         East    Units  Estimated Accuracy
 LO0633;SPC UT C     - 2,271,590.      461,330.      MT  (+/- 180 meters Scaled)
 LO0633
 LO0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL191146(NAD 83)
 LO0633
 LO0633                          SUPERSEDED SURVEY CONTROL
 LO0633
 LO0633  NGVD 29 (??/??/92) 1286.443  (m)         4220.61   (f) ADJ UNCH    2 0
 LO0633
 LO0633.Superseded values are not recommended for survey control.
 LO0633
 LO0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0633.See file dsdata.pdf to determine how the superseded data were derived.
 LO0633
 LO0633_MARKER: DB = BENCH MARK DISK
 LO0633_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LO0633_SP_SET: BLOCK
 LO0633_STAMPING: T 332 1945
 LO0633_MARK LOGO: CGS
 LO0633_PROJECTION: PROJECTING 91 CENTIMETERS
 LO0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0633+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2024
 LO0633
 LO0633  HISTORY     - Date     Condition        Report By
 LO0633  HISTORY     - 1945     MONUMENTED       CGS
 LO0633  HISTORY     - 1953     GOOD             CGS
 LO0633  HISTORY     - 1974     GOOD             NGS
 LO0633  HISTORY     - 20240828 GOOD             INDIV
 LO0633
 LO0633                          STATION DESCRIPTION
 LO0633
 LO0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LO0633'IN SALT LAKE CITY.
 LO0633'AT SALT LAKE CITY AIRPORT NO.1, SALT LAKE COUNTY, AT THE SOUTH END OF
 LO0633'THE LARGE METAL HANGAR NORTH OF THE CONTROL TOWER AND ADMINISTRATION
 LO0633'BUILDING, IN THE CENTER OF THE WEST CONCRETE BUMPER BLOCK, 8.6 FEET
 LO0633'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE HANGAR, AND ABOUT 3 FEET
 LO0633'HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED T 332 1945.
 LO0633
 LO0633                          STATION RECOVERY (1974)
 LO0633
 LO0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LO0633'RECOVERED IN GOOD CONDITION.
 LO0633
 LO0633                          STATION RECOVERY (2024)
 LO0633
 LO0633'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (ACW)
 LO0633'ABOUT 8 FT (2.4 M) EAST OF THE SOUTHWEST CORNER OF HANGAR 4, WHICH IS
 LO0633'LEASED AND OPERATED BY ATLANTIC AVIATION, ON A CONCRETE DOOR STOP FOR
 LO0633'MAIN AIRCRAFT HANGAR DOOR, APPROXIMATELY 3 FT (0.9 M) ABOVE SURFACE
 LO0633'LEVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0590 ***********************************************************************
 LP0590  DESIGNATION -  T 334
 LP0590  PID         -  LP0590
 LP0590  STATE/COUNTY-  UT/TOOELE
 LP0590  COUNTRY     -  US
 LP0590  USGS QUAD   -  CAMELS BACK RIDGE NE (2017)
 LP0590
 LP0590                         *CURRENT SURVEY CONTROL
 LP0590  ______________________________________________________________________
 LP0590* NAD 83(1986) POSITION- 40 08 24.17   (N) 112 51 16.54   (W)   HD_HELD1
 LP0590* NAVD 88 ORTHO HEIGHT -  1339.420 (meters)     4394.41  (feet) ADJUSTED
 LP0590  ______________________________________________________________________
 LP0590  GEOID HEIGHT    -        -18.461 (meters)                     GEOID18
 LP0590  DYNAMIC HEIGHT  -       1338.307 (meters)     4390.76  (feet) COMP
 LP0590  MODELED GRAVITY -    979,748.6   (mgal)                       NAVD 88
 LP0590
 LP0590  VERT ORDER      -  SECOND    CLASS I
 LP0590
 LP0590.The horizontal coordinates were determined by differentially corrected
 LP0590.hand held GPS observations or other comparable positioning techniques
 LP0590.and have an estimated accuracy of +/- 3 meters.
 LP0590
 LP0590.The orthometric height was determined by differential leveling and
 LP0590.adjusted by the NATIONAL GEODETIC SURVEY
 LP0590.in June 1991.
 LP0590
 LP0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0590.GEOID18 height accuracy estimate available here.
 LP0590
 LP0590.Click photographs - Photos may exist for this station.
 LP0590
 LP0590.The dynamic height is computed by dividing the NAVD 88
 LP0590.geopotential number by the normal gravity value computed on the
 LP0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0590.degrees latitude (g = 980.6199 gals.).
 LP0590
 LP0590.The modeled gravity was interpolated from observed gravity values.
 LP0590
 LP0590;                    North         East    Units  Estimated Accuracy
 LP0590;SPC UT C     - 2,201,454.2     384,577.1     MT  (+/- 3 meters HH1 GPS) 
 LP0590
 LP0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK4201144949(NAD 83)
 LP0590
 LP0590                          SUPERSEDED SURVEY CONTROL
 LP0590
 LP0590  NGVD 29 (??/??/92) 1338.37   (m)         4391.0    (f) COMPUTED    2 1
 LP0590
 LP0590.Superseded values are not recommended for survey control.
 LP0590
 LP0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0590.See file dsdata.pdf to determine how the superseded data were derived.
 LP0590
 LP0590_MARKER: DB = BENCH MARK DISK
 LP0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0590_STAMPING: T 334 1951
 LP0590_MARK LOGO: CGS
 LP0590_PROJECTION: PROJECTING 10 CENTIMETERS
 LP0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0590+STABILITY: SURFACE MOTION
 LP0590
 LP0590  HISTORY     - Date     Condition        Report By
 LP0590  HISTORY     - 1951     MONUMENTED       CGS
 LP0590  HISTORY     - 19890601 GOOD             USGS
 LP0590
 LP0590                          STATION DESCRIPTION
 LP0590
 LP0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LP0590'16.1 KM (10.00 MI) SW FROM DUGWAY.
 LP0590'10.0 MILES SOUTHWEST OF DUGWAY, ALONG THE DUGWAY-EUREKA HIGHWAY, 4.6
 LP0590'MILES SOUTHEAST OF THE ROAD INTERSECTION AT EAST GATE TO DUGWAY
 LP0590'PROVING GROUNDS, IN A SMALL OPEN ADOBE FLAT, ABOUT 61 FEET NORTHEAST
 LP0590'OF THE CENTERLINE OF THE HIGHWAY AND 3 FEET NORTHEAST OF A 4X4 INCH
 LP0590'WITNESS POST PAINTED WHITE.
 LP0590
 LP0590                          STATION RECOVERY (1989)
 LP0590
 LP0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (SB)
 LP0590'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0451 ***********************************************************************
 MS0451  DESIGNATION -  T 337
 MS0451  PID         -  MS0451
 MS0451  STATE/COUNTY-  UT/BOX ELDER
 MS0451  COUNTRY     -  US
 MS0451  USGS QUAD   -  DRY CANYON MOUNTAIN (2017)
 MS0451
 MS0451                         *CURRENT SURVEY CONTROL
 MS0451  ______________________________________________________________________
 MS0451* NAD 83(1986) POSITION- 41 48 42.     (N) 113 54 00.     (W)   SCALED
 MS0451* NAVD 88 ORTHO HEIGHT -  1762.495 (meters)     5782.45  (feet) ADJUSTED
 MS0451  ______________________________________________________________________
 MS0451  GEOID HEIGHT    -        -15.227 (meters)                     GEOID18
 MS0451  DYNAMIC HEIGHT  -       1761.156 (meters)     5778.06  (feet) COMP
 MS0451  MODELED GRAVITY -    979,799.8   (mgal)                       NAVD 88
 MS0451
 MS0451  VERT ORDER      -  SECOND    CLASS 0
 MS0451
 MS0451.The horizontal coordinates were scaled from a map and have
 MS0451.an estimated accuracy of +/- 6 seconds.
 MS0451
 MS0451.The orthometric height was determined by differential leveling and
 MS0451.adjusted by the NATIONAL GEODETIC SURVEY
 MS0451.in June 1991.
 MS0451
 MS0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0451.GEOID18 height accuracy estimate available here.
 MS0451
 MS0451.Click photographs - Photos may exist for this station.
 MS0451
 MS0451.The dynamic height is computed by dividing the NAVD 88
 MS0451.geopotential number by the normal gravity value computed on the
 MS0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0451.degrees latitude (g = 980.6199 gals.).
 MS0451
 MS0451.The modeled gravity was interpolated from observed gravity values.
 MS0451
 MS0451;                    North         East    Units  Estimated Accuracy
 MS0451;SPC UT N     - 1,166,930.      300,600.      MT  (+/- 180 meters Scaled)
 MS0451
 MS0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM591329(NAD 83)
 MS0451
 MS0451                          SUPERSEDED SURVEY CONTROL
 MS0451
 MS0451  NGVD 29 (??/??/92) 1761.327  (m)         5778.62   (f) ADJ UNCH    2 0
 MS0451
 MS0451.Superseded values are not recommended for survey control.
 MS0451
 MS0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0451.See file dsdata.pdf to determine how the superseded data were derived.
 MS0451
 MS0451_MARKER: DB = BENCH MARK DISK
 MS0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0451_STAMPING: T 337 1951
 MS0451_MARK LOGO: CGS
 MS0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0451+STABILITY: SURFACE MOTION
 MS0451
 MS0451  HISTORY     - Date     Condition        Report By
 MS0451  HISTORY     - 1951     MONUMENTED       CGS
 MS0451  HISTORY     - 19850913 MARK NOT FOUND   USGS
 MS0451
 MS0451                          STATION DESCRIPTION
 MS0451
 MS0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MS0451'8.9 MI N FROM GROUSE CREEK.
 MS0451'3.4 MILES NORTH, 5.5 MILES NORTHWEST, AT THE Y JUNCTION OF A TRACK
 MS0451'ROAD LEADING NORTH, 216 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A
 MS0451'SMALL STREAM AT A POINT WHERE IT RUNS INTO A DITCH ALONG THE SOUTHWEST
 MS0451'EDGE OF THE ROAD, 19 FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 2
 MS0451'FEET SOUTH OF A WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD,
 MS0451'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 MS0451'GROUND.
 MS0451
 MS0451                          STATION RECOVERY (1985)
 MS0451
 MS0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (GH)
 MS0451'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0239 ***********************************************************************
 KO0239  DESIGNATION -  T 35
 KO0239  PID         -  KO0239
 KO0239  STATE/COUNTY-  UT/MILLARD
 KO0239  COUNTRY     -  US
 KO0239  USGS QUAD   -  CRAFTS LAKE (2017)
 KO0239
 KO0239                         *CURRENT SURVEY CONTROL
 KO0239  ______________________________________________________________________
 KO0239* NAD 83(1986) POSITION- 39 18 59.66   (N) 112 45 51.86   (W)   HD_HELD1
 KO0239* NAVD 88 ORTHO HEIGHT -  1393.508 (meters)     4571.87  (feet) ADJUSTED
 KO0239  ______________________________________________________________________
 KO0239  GEOID HEIGHT    -        -19.848 (meters)                     GEOID18
 KO0239  DYNAMIC HEIGHT  -       1392.222 (meters)     4567.65  (feet) COMP
 KO0239  MODELED GRAVITY -    979,655.7   (mgal)                       NAVD 88
 KO0239
 KO0239  VERT ORDER      -  SECOND    CLASS 0
 KO0239
 KO0239.The horizontal coordinates were determined by differentially corrected
 KO0239.hand held GPS observations or other comparable positioning techniques
 KO0239.and have an estimated accuracy of +/- 3 meters.
 KO0239
 KO0239.The orthometric height was determined by differential leveling and
 KO0239.adjusted by the NATIONAL GEODETIC SURVEY
 KO0239.in June 1991.
 KO0239
 KO0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0239.GEOID18 height accuracy estimate available here.
 KO0239
 KO0239.Click photographs - Photos may exist for this station.
 KO0239
 KO0239.The dynamic height is computed by dividing the NAVD 88
 KO0239.geopotential number by the normal gravity value computed on the
 KO0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0239.degrees latitude (g = 980.6199 gals.).
 KO0239
 KO0239.The modeled gravity was interpolated from observed gravity values.
 KO0239
 KO0239;                    North         East    Units  Estimated Accuracy
 KO0239;SPC UT C     - 2,109,929.2     390,969.1     MT  (+/- 3 meters HH1 GPS) 
 KO0239
 KO0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ4789553392(NAD 83)
 KO0239
 KO0239                          SUPERSEDED SURVEY CONTROL
 KO0239
 KO0239  NGVD 29 (??/??/92) 1392.424  (m)         4568.31   (f) ADJ UNCH    2 0
 KO0239
 KO0239.Superseded values are not recommended for survey control.
 KO0239
 KO0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0239.See file dsdata.pdf to determine how the superseded data were derived.
 KO0239
 KO0239_MARKER: DB = BENCH MARK DISK
 KO0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0239_STAMPING: T 35 1934
 KO0239_MARK LOGO: CGS
 KO0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0239+STABILITY: SURFACE MOTION
 KO0239
 KO0239  HISTORY     - Date     Condition        Report By
 KO0239  HISTORY     - 1934     MONUMENTED       CGS
 KO0239
 KO0239                          STATION DESCRIPTION
 KO0239
 KO0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0239'4.0 MI W FROM HINCKLEY.
 KO0239'4.0 MILES WEST ALONG U.S. HIGHWAY 6 FROM HINCKLEY, MILLARD COUNTY, AT
 KO0239'THE FOOT OF A SMALL HILL, 72 FEET EAST OF A ROAD LEADING NORTHWEST,
 KO0239'AND 63 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 KO0239'STAMPED T 35 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0296 ***********************************************************************
 HO0296  DESIGNATION -  T 359
 HO0296  PID         -  HO0296
 HO0296  STATE/COUNTY-  UT/WASHINGTON
 HO0296  COUNTRY     -  US
 HO0296  USGS QUAD   -  SAINT GEORGE (2017)
 HO0296
 HO0296                         *CURRENT SURVEY CONTROL
 HO0296  ______________________________________________________________________
 HO0296* NAD 83(1986) POSITION- 37 04 24.     (N) 113 33 10.     (W)   SCALED
 HO0296* NAVD 88 ORTHO HEIGHT -   793.423 (meters)     2603.09  (feet) POSTED
 HO0296  ______________________________________________________________________
 HO0296  GEOID HEIGHT    -        -24.564 (meters)                     GEOID18
 HO0296  DYNAMIC HEIGHT  -        792.62  (meters)     2600.5   (feet) COMP
 HO0296  MODELED GRAVITY -    979,599.7   (mgal)                       NAVD 88
 HO0296
 HO0296  VERT ORDER      -  * POSTED, SEE BELOW
 HO0296
 HO0296.The horizontal coordinates were scaled from a map and have
 HO0296.an estimated accuracy of +/- 6 seconds.
 HO0296
 HO0296.The orthometric height was determined by differential leveling
 HO0296.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0296
 HO0296.* This is a POSTED BENCH MARK height.
 HO0296
 HO0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0296.GEOID18 height accuracy estimate available here.
 HO0296
 HO0296.Click photographs - Photos may exist for this station.
 HO0296
 HO0296.The dynamic height is computed by dividing the NAVD 88
 HO0296.geopotential number by the normal gravity value computed on the
 HO0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0296.degrees latitude (g = 980.6199 gals.).
 HO0296
 HO0296.The modeled gravity was interpolated from observed gravity values.
 HO0296
 HO0296;                    North         East    Units  Estimated Accuracy
 HO0296;SPC UT S     - 3,047,140.      317,460.      MT  (+/- 180 meters Scaled)
 HO0296
 HO0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG730060(NAD 83)
 HO0296
 HO0296                          SUPERSEDED SURVEY CONTROL
 HO0296
 HO0296  NGVD 29 (??/??/92)  792.590  (m)         2600.36   (f) ADJ UNCH    2 0
 HO0296
 HO0296.Superseded values are not recommended for survey control.
 HO0296
 HO0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0296.See file dsdata.pdf to determine how the superseded data were derived.
 HO0296
 HO0296_MARKER: DB = BENCH MARK DISK
 HO0296_SETTING: 66 = SET IN ROCK OUTCROP
 HO0296_STAMPING: T 359 1960
 HO0296_MARK LOGO: CGS
 HO0296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0296+STABILITY: POSITION/ELEVATION WELL
 HO0296
 HO0296  HISTORY     - Date     Condition        Report By
 HO0296  HISTORY     - 1960     MONUMENTED       CGS
 HO0296
 HO0296                          STATION DESCRIPTION
 HO0296
 HO0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HO0296'4.8 MI SE FROM ST GEORGE.
 HO0296'0.8 MILES EAST OF THE POST OFFICE AT ST. GEORGE ON TABERNACLE STREET,
 HO0296'THENCE 3.0 MILES SOUTHEAST ON BLACKTOP ROAD TO THE MARK, 1.0 MILE
 HO0296'SOUTH OF THE RIVER BRIDGE, 29 FEET WEST OF CENTER OF THE ROAD AND 2
 HO0296'FEET WEST OF A FENCE, SET IN BEDROCK FLUSH WITH THE GROUND AND ABOUT 8
 HO0296'FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0351 ***********************************************************************
 HO0351  DESIGNATION -  T 364
 HO0351  PID         -  HO0351
 HO0351  STATE/COUNTY-  UT/WASHINGTON
 HO0351  COUNTRY     -  US
 HO0351  USGS QUAD   -  HARRISBURG JUNCTION (2017)
 HO0351
 HO0351                         *CURRENT SURVEY CONTROL
 HO0351  ______________________________________________________________________
 HO0351* NAD 83(1986) POSITION- 37 08 18.     (N) 113 28 21.     (W)   SCALED
 HO0351* NAVD 88 ORTHO HEIGHT -   914.658 (meters)     3000.84  (feet) ADJUSTED
 HO0351  ______________________________________________________________________
 HO0351  GEOID HEIGHT    -        -24.259 (meters)                     GEOID18
 HO0351  DYNAMIC HEIGHT  -        913.725 (meters)     2997.78  (feet) COMP
 HO0351  MODELED GRAVITY -    979,580.8   (mgal)                       NAVD 88
 HO0351
 HO0351  VERT ORDER      -  FIRST     CLASS II
 HO0351
 HO0351.The horizontal coordinates were scaled from a map and have
 HO0351.an estimated accuracy of +/- 6 seconds.
 HO0351
 HO0351.The orthometric height was determined by differential leveling and
 HO0351.adjusted by the NATIONAL GEODETIC SURVEY
 HO0351.in June 1991.
 HO0351
 HO0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0351.GEOID18 height accuracy estimate available here.
 HO0351
 HO0351.Click photographs - Photos may exist for this station.
 HO0351
 HO0351.The dynamic height is computed by dividing the NAVD 88
 HO0351.geopotential number by the normal gravity value computed on the
 HO0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0351.degrees latitude (g = 980.6199 gals.).
 HO0351
 HO0351.The modeled gravity was interpolated from observed gravity values.
 HO0351
 HO0351;                    North         East    Units  Estimated Accuracy
 HO0351;SPC UT S     - 3,054,200.      324,750.      MT  (+/- 180 meters Scaled)
 HO0351
 HO0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG803130(NAD 83)
 HO0351
 HO0351                          SUPERSEDED SURVEY CONTROL
 HO0351
 HO0351.No superseded survey control is available for this station.
 HO0351
 HO0351_MARKER: DB = BENCH MARK DISK
 HO0351_SETTING: 66 = SET IN ROCK OUTCROP
 HO0351_STAMPING: T 364 1982
 HO0351_MARK LOGO: NGS
 HO0351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0351+STABILITY: POSITION/ELEVATION WELL
 HO0351
 HO0351  HISTORY     - Date     Condition        Report By
 HO0351  HISTORY     - 1982     MONUMENTED       NGS
 HO0351
 HO0351                          STATION DESCRIPTION
 HO0351
 HO0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0351'4.1 KM (2.6 MI) NE FROM WASHINGTON.
 HO0351'4.1 KM (2.6 MI) NORTHEAST ALONG OLD US HIGHWAY 91 FROM THE OLD BRIDGE
 HO0351'OVER FACTORY CREEK IN WASHINGTON, IN TOP OF THE WEST EDGE OF A 3 BY 3
 HO0351'FOOT ROCK SHELF 3 FEET ABOVE THE BASE OF A DARK GRAY VOLCANIC BEDROCK
 HO0351'CUT, 1.0 KM (0.6 MI) NORTHEAST OF THE CROSSING OF GRAPEVINE PASS WASH,
 HO0351'6.4 METERS (21 FT) NORTH OF THE HIGHWAY CENTERLINE, 19.5 METERS (61
 HO0351'FT) EAST OF THE WEST END OF THE CUT.
 HO0351'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 HO0351'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0376 ***********************************************************************
 HO0376  DESIGNATION -  T 365
 HO0376  PID         -  HO0376
 HO0376  STATE/COUNTY-  UT/WASHINGTON
 HO0376  COUNTRY     -  US
 HO0376  USGS QUAD   -  JARVIS PEAK (2017)
 HO0376
 HO0376                         *CURRENT SURVEY CONTROL
 HO0376  ______________________________________________________________________
 HO0376* NAD 83(1986) POSITION- 37 06 38.2    (N) 113 49 21.1    (W)   HD_HELD2
 HO0376* NAVD 88 ORTHO HEIGHT -  1410.986 (meters)     4629.21  (feet) ADJUSTED
 HO0376  ______________________________________________________________________
 HO0376  GEOID HEIGHT    -        -24.558 (meters)                     GEOID18
 HO0376  DYNAMIC HEIGHT  -       1409.439 (meters)     4624.13  (feet) COMP
 HO0376  MODELED GRAVITY -    979,484.7   (mgal)                       NAVD 88
 HO0376  OBS GRAVITY     -    979,490.7   (mgal)                       GRAV_OBS
 HO0376
 HO0376  VERT ORDER      -  FIRST     CLASS II
 HO0376
 HO0376.The horizontal coordinates were established by autonomous hand held GPS
 HO0376.observations and have an estimated accuracy of +/- 10 meters.
 HO0376
 HO0376.The orthometric height was determined by differential leveling and
 HO0376.adjusted by the NATIONAL GEODETIC SURVEY
 HO0376.in June 1991.
 HO0376
 HO0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0376.GEOID18 height accuracy estimate available here.
 HO0376
 HO0376.Click photographs - Photos may exist for this station.
 HO0376
 HO0376.The dynamic height is computed by dividing the NAVD 88
 HO0376.geopotential number by the normal gravity value computed on the
 HO0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0376.degrees latitude (g = 980.6199 gals.).
 HO0376
 HO0376.The modeled gravity was interpolated from observed gravity values.
 HO0376
 HO0376.The observed gravity was obtained from relative gravimeter ties
 HO0376.to the IGSN71 gravity network.
 HO0376
 HO0376;                    North         East    Units  Estimated Accuracy
 HO0376;SPC UT S     - 3,051,834.      293,585.      MT  (+/- 10 meters HH2 GPS)
 HO0376
 HO0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG4919810871(NAD 83)
 HO0376
 HO0376                          SUPERSEDED SURVEY CONTROL
 HO0376
 HO0376.No superseded survey control is available for this station.
 HO0376
 HO0376_MARKER: I = METAL ROD
 HO0376_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0376_STAMPING: T 365 1982
 HO0376_MARK LOGO: NGS
 HO0376_PROJECTION: FLUSH
 HO0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0376_ROD/PIPE-DEPTH: 1.5 meters
 HO0376
 HO0376  HISTORY     - Date     Condition        Report By
 HO0376  HISTORY     - 1982     MONUMENTED       NGS
 HO0376
 HO0376                          STATION DESCRIPTION
 HO0376
 HO0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0376'23.4 KM (14.6 MI) WEST FROM SANTA CLARA.
 HO0376'23.4 KM (14.6 MI) WEST ALONG OLD US HIGHWAY 91 FROM THE CHURCH OF
 HO0376'LATTER DAY SAINTS IN SANTA CLARA, AT THE SOUTH END OF A PAVED PULLOFF,
 HO0376'0.85 KM (0.55 MI) NORTH OF THE UTAH HILL SUMMIT, 0.4 KM (0.25 MI)
 HO0376'SOUTH OF MILEPOST 10, 14.6 METERS (48 FT) EAST OF THE HIGHWAY
 HO0376'CENTERLINE, 32.0 METERS (105 FT) SOUTH OF THE SOUTH END OF THE EAST
 HO0376'CONCRETE HEADWALL FOR A 24 INCH CORRUGATED METAL PIPE CULVERT, 0.9
 HO0376'METER (3 FT) WEST OF THE RIGHT OF WAY FENCE.
 HO0376'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 HO0376'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0415 ***********************************************************************
 HO0415  DESIGNATION -  T 366
 HO0415  PID         -  HO0415
 HO0415  STATE/COUNTY-  UT/WASHINGTON
 HO0415  COUNTRY     -  US
 HO0415  USGS QUAD   -  SPRINGDALE EAST (2017)
 HO0415
 HO0415                         *CURRENT SURVEY CONTROL
 HO0415  ______________________________________________________________________
 HO0415* NAD 83(1986) POSITION- 37 11 27.80   (N) 112 59 39.22   (W)   HD_HELD1
 HO0415* NAVD 88 ORTHO HEIGHT -  1186.470 (meters)     3892.61  (feet) ADJUSTED
 HO0415  ______________________________________________________________________
 HO0415  GEOID HEIGHT    -        -22.546 (meters)                     GEOID18
 HO0415  DYNAMIC HEIGHT  -       1185.176 (meters)     3888.36  (feet) COMP
 HO0415  MODELED GRAVITY -    979,500.0   (mgal)                       NAVD 88
 HO0415
 HO0415  VERT ORDER      -  FIRST     CLASS II
 HO0415
 HO0415.The horizontal coordinates were determined by differentially corrected
 HO0415.hand held GPS observations or other comparable positioning techniques
 HO0415.and have an estimated accuracy of +/- 3 meters.
 HO0415
 HO0415.The orthometric height was determined by differential leveling and
 HO0415.adjusted by the NATIONAL GEODETIC SURVEY
 HO0415.in June 1991.
 HO0415
 HO0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0415.GEOID18 height accuracy estimate available here.
 HO0415
 HO0415.Click photographs - Photos may exist for this station.
 HO0415
 HO0415.The dynamic height is computed by dividing the NAVD 88
 HO0415.geopotential number by the normal gravity value computed on the
 HO0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0415.degrees latitude (g = 980.6199 gals.).
 HO0415
 HO0415.The modeled gravity was interpolated from observed gravity values.
 HO0415
 HO0415;                    North         East    Units  Estimated Accuracy
 HO0415;SPC UT S     - 3,059,258.5     367,334.9     MT  (+/- 3 meters HH1 GPS) 
 HO0415
 HO0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG2299617929(NAD 83)
 HO0415
 HO0415                          SUPERSEDED SURVEY CONTROL
 HO0415
 HO0415.No superseded survey control is available for this station.
 HO0415
 HO0415_MARKER: F = FLANGE-ENCASED ROD
 HO0415_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0415_STAMPING: T 366 1982
 HO0415_MARK LOGO: NGS
 HO0415_PROJECTION: FLUSH
 HO0415_MAGNETIC: N = NO MAGNETIC MATERIAL
 HO0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0415+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1988
 HO0415_ROD/PIPE-DEPTH: 8.8 meters
 HO0415
 HO0415  HISTORY     - Date     Condition        Report By
 HO0415  HISTORY     - 1982     MONUMENTED       NGS
 HO0415  HISTORY     - 19880425 GOOD             NGS
 HO0415
 HO0415                          STATION DESCRIPTION
 HO0415
 HO0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0415'1.8 KM (1.1 MI) EAST FROM SPRINGDALE.
 HO0415'1.85 KM (1.15 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF LATTER
 HO0415'DAY SAINTS IN SPRINGDALE, AT THE SOUTHWEST EDGE OF THE CONCRETE
 HO0415'SPRINGDALE POST OFFICE PARKING LOT, 1.25 KM (0.8 MI) SOUTHWEST OF THE
 HO0415'ZION NATIONAL PARK BOUNDARY, 0.7 KM (0.45 MI) SOUTHWEST OF MILEPOST
 HO0415'32, 27.1 METERS (89 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 HO0415'24.5 METERS (80.5 FT) SOUTH OF THE WEST CORNER OF THE POST OFFICE,
 HO0415'10.6 METERS (35 FT) SOUTHEAST OF A FENCE CORNER POST, 0.6 METER (2 FT)
 HO0415'SOUTHWEST OF THE SOUTHWEST CURB OF THE PARKING LOT, 0.3 METER (1 FT)
 HO0415'NORTH OF A WIRE FENCE.
 HO0415'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 HO0415'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HO0415
 HO0415                          STATION RECOVERY (1988)
 HO0415
 HO0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (DW)
 HO0415'ANOTHER ALIAS IS NN 294. STATION IS AT THE SPRINGDALE POST OFFICE.
 HO0415'STATION IS 1.45 MI (2.33 KM) SSW OF THE VISITOR CENTER OF ZION
 HO0415'NATIONAL PARK.  POST OFFICE IS 0.77 MI (1.24 KM) SSW OF ZION PARK GATE
 HO0415'ALONG ROUTE UT 9 (ZION PARK BOULEVARD) AND 1.85 MI (2.98 KM) NE OF THE
 HO0415'SPRINGDALE CHURCH OF LATTER DAY SAINTS ALONG THE SAME ROAD.  STATION
 HO0415'IS AT THE SW EDGE OF THE CONCRETE PARKING LOT, 27.1 M (88.9 FT) SE OF
 HO0415'CENTER OF HIGHWAY, 24.5 M (80.4 FT) SOUTH OF WEST CORNER OF POST
 HO0415'OFFICE, 10.6 M (34.8 FT) SE OF FENCE CORNER POST, 0.6 M (2.0 FT) SW OF
 HO0415'THE SW CURB OF PARKING LOT, 0.3 M (1.0 FT) NORTH OF A WIRE FENCE, AND
 HO0415'0.6 M (2.0 FT) EAST OF A WITNESS POST.  BENCHMARK IS A FLANGED-ENCASED
 HO0415'ROD.  GRAVITY STATION IS ON CONCRETE SURROUNDING THE ACCESS COVER TO
 HO0415'MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0439 ***********************************************************************
 HO0439  DESIGNATION -  T 367
 HO0439  PID         -  HO0439
 HO0439  STATE/COUNTY-  UT/KANE
 HO0439  COUNTRY     -  US
 HO0439  USGS QUAD   -  MOUNT CARMEL (2017)
 HO0439
 HO0439                         *CURRENT SURVEY CONTROL
 HO0439  ______________________________________________________________________
 HO0439* NAD 83(1986) POSITION- 37 12 15.8    (N) 112 40 34.3    (W)   HD_HELD2
 HO0439* NAVD 88 ORTHO HEIGHT -  1670.431 (meters)     5480.41  (feet) ADJUSTED
 HO0439  ______________________________________________________________________
 HO0439  GEOID HEIGHT    -        -21.862 (meters)                     GEOID18
 HO0439  DYNAMIC HEIGHT  -       1668.489 (meters)     5474.03  (feet) COMP
 HO0439  MODELED GRAVITY -    979,409.1   (mgal)                       NAVD 88
 HO0439
 HO0439  VERT ORDER      -  FIRST     CLASS II
 HO0439
 HO0439.The horizontal coordinates were established by autonomous hand held GPS
 HO0439.observations and have an estimated accuracy of +/- 10 meters.
 HO0439
 HO0439.The orthometric height was determined by differential leveling and
 HO0439.adjusted by the NATIONAL GEODETIC SURVEY
 HO0439.in June 1991.
 HO0439
 HO0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0439.GEOID18 height accuracy estimate available here.
 HO0439
 HO0439.Click photographs - Photos may exist for this station.
 HO0439
 HO0439.The dynamic height is computed by dividing the NAVD 88
 HO0439.geopotential number by the normal gravity value computed on the
 HO0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0439.degrees latitude (g = 980.6199 gals.).
 HO0439
 HO0439.The modeled gravity was interpolated from observed gravity values.
 HO0439
 HO0439;                    North         East    Units  Estimated Accuracy
 HO0439;SPC UT S     - 3,060,335.      395,588.      MT  (+/- 10 meters HH2 GPS)
 HO0439
 HO0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG5125318862(NAD 83)
 HO0439
 HO0439                          SUPERSEDED SURVEY CONTROL
 HO0439
 HO0439.No superseded survey control is available for this station.
 HO0439
 HO0439_MARKER: I = METAL ROD
 HO0439_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0439_STAMPING: T 367 1983
 HO0439_MARK LOGO: NGS
 HO0439_PROJECTION: FLUSH
 HO0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0439+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2016
 HO0439_ROD/PIPE-DEPTH: 4.8 meters
 HO0439
 HO0439  HISTORY     - Date     Condition        Report By
 HO0439  HISTORY     - 1983     MONUMENTED       NGS
 HO0439  HISTORY     - 20160315 GOOD             AZDT
 HO0439
 HO0439                          STATION DESCRIPTION
 HO0439
 HO0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0439'23.9 KM (14.8 MI) NORTH FROM KANAB.
 HO0439'23.9 KM (14.8 MI) NORTH ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER
 HO0439'DAY SAINTS IN KANAB, IN THE NORTHWEST CORNER OF THE T-JUNCTION OF A
 HO0439'DIRT ROAD LEADING NORTH, 3.2 KM (2.0 MI) SOUTH OF MT CARMEL JUNCTION,
 HO0439'0.47 KM (0.3 MI) EAST OF MILEPOST 80, 29.2 METERS (96 FT) NORTH OF THE
 HO0439'HIGHWAY CENTERLINE, 31.4 METERS (103 FT) SOUTH OF THE RIGHT OF WAY
 HO0439'FENCE, 18.1 METERS (59.5 FT) WEST OF THE CENTER OF THE DIRT ROAD.
 HO0439'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 HO0439'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 HO0439
 HO0439                          STATION RECOVERY (2016)
 HO0439
 HO0439'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2016 (DLR)
 HO0439'STATION IS ON US89 AT MILEPOST 79.30
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0390 ***********************************************************************
 JO0390  DESIGNATION -  T 368
 JO0390  PID         -  JO0390
 JO0390  STATE/COUNTY-  UT/BEAVER
 JO0390  COUNTRY     -  US
 JO0390  USGS QUAD   -  CAVE CANYON (2017)
 JO0390
 JO0390                         *CURRENT SURVEY CONTROL
 JO0390  ______________________________________________________________________
 JO0390* NAD 83(1986) POSITION- 38 19 51.     (N) 112 58 24.     (W)   SCALED
 JO0390* NAVD 88 ORTHO HEIGHT -  1546.253 (meters)     5073.00  (feet) ADJUSTED
 JO0390  ______________________________________________________________________
 JO0390  GEOID HEIGHT    -        -20.894 (meters)                     GEOID18
 JO0390  DYNAMIC HEIGHT  -       1544.621 (meters)     5067.64  (feet) COMP
 JO0390  MODELED GRAVITY -    979,519.2   (mgal)                       NAVD 88
 JO0390  OBS GRAVITY     -    979,520.7   (mgal)                       GRAV_OBS
 JO0390
 JO0390  VERT ORDER      -  FIRST     CLASS II
 JO0390
 JO0390.The horizontal coordinates were scaled from a map and have
 JO0390.an estimated accuracy of +/- 6 seconds.
 JO0390
 JO0390.The orthometric height was determined by differential leveling and
 JO0390.adjusted by the NATIONAL GEODETIC SURVEY
 JO0390.in June 1991.
 JO0390
 JO0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0390.GEOID18 height accuracy estimate available here.
 JO0390
 JO0390.Click photographs - Photos may exist for this station.
 JO0390
 JO0390.The dynamic height is computed by dividing the NAVD 88
 JO0390.geopotential number by the normal gravity value computed on the
 JO0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0390.degrees latitude (g = 980.6199 gals.).
 JO0390
 JO0390.The modeled gravity was interpolated from observed gravity values.
 JO0390
 JO0390.The observed gravity was obtained from relative gravimeter ties
 JO0390.to the IGSN71 gravity network.
 JO0390
 JO0390;                    North         East    Units  Estimated Accuracy
 JO0390;SPC UT S     - 3,185,720.      371,180.      MT  (+/- 180 meters Scaled)
 JO0390
 JO0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH275443(NAD 83)
 JO0390
 JO0390                          SUPERSEDED SURVEY CONTROL
 JO0390
 JO0390.No superseded survey control is available for this station.
 JO0390
 JO0390_MARKER: I = METAL ROD
 JO0390_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0390_STAMPING: T 368 1984
 JO0390_MARK LOGO: NGS
 JO0390_PROJECTION: FLUSH
 JO0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0390_ROD/PIPE-DEPTH: 12.2 meters
 JO0390
 JO0390  HISTORY     - Date     Condition        Report By
 JO0390  HISTORY     - 1984     MONUMENTED       NGS
 JO0390
 JO0390                          STATION DESCRIPTION
 JO0390
 JO0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0390'7.7 KM (4.9 MI) SE FROM MILFORD.
 JO0390'7.7 KM (4.89 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE
 JO0390'AT MILFORD, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A TRACK ROAD
 JO0390'LEADING WEST, BETWEEN THE HIGHWAY AND A CONCRETE IRRIGATION CANAL,
 JO0390'0.18 KM (0.11 MI) NORTH OF MILEPOST 82, 17.7 METERS (58 FT) WEST OF
 JO0390'THE HIGHWAY CENTERLINE, 25.2 METERS (83 FT) SOUTH OF THE SOUTHEAST
 JO0390'CORNER OF A PLANK FENCE, 6.8 METERS (22 FT) SOUTH-SOUTHEAST OF THE
 JO0390'SOUTH GATE POST FOR A WIRE GATE, 6.6 METERS (22 FT) EAST OF THE EAST
 JO0390'EDGE OF THE CANAL, 6.6 METERS (22 FT) SOUTHWEST OF THE SOUTH END OF A
 JO0390'30-INCH CORRUGATED METAL PIPE CULVERT AND 1.8 METERS (6 FT) EAST OF
 JO0390'THE RIGHT OF WAY FENCE.
 JO0390'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 JO0390'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0459 ***********************************************************************
 HO0459  DESIGNATION -  T 369
 HO0459  PID         -  HO0459
 HO0459  STATE/COUNTY-  UT/IRON
 HO0459  COUNTRY     -  US
 HO0459  USGS QUAD   -  ENOCH NE (2017)
 HO0459
 HO0459                         *CURRENT SURVEY CONTROL
 HO0459  ______________________________________________________________________
 HO0459* NAD 83(1986) POSITION- 37 56 25.     (N) 113 01 20.     (W)   SCALED
 HO0459* NAVD 88 ORTHO HEIGHT -  1735.144 (meters)     5692.72  (feet) ADJUSTED
 HO0459  ______________________________________________________________________
 HO0459  GEOID HEIGHT    -        -21.536 (meters)                     GEOID18
 HO0459  DYNAMIC HEIGHT  -       1733.171 (meters)     5686.25  (feet) COMP
 HO0459  MODELED GRAVITY -    979,431.3   (mgal)                       NAVD 88
 HO0459
 HO0459  VERT ORDER      -  FIRST     CLASS II
 HO0459
 HO0459.The horizontal coordinates were scaled from a map and have
 HO0459.an estimated accuracy of +/- 6 seconds.
 HO0459
 HO0459.The orthometric height was determined by differential leveling and
 HO0459.adjusted by the NATIONAL GEODETIC SURVEY
 HO0459.in June 1991.
 HO0459
 HO0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0459.GEOID18 height accuracy estimate available here.
 HO0459
 HO0459.Click photographs - Photos may exist for this station.
 HO0459
 HO0459.The dynamic height is computed by dividing the NAVD 88
 HO0459.geopotential number by the normal gravity value computed on the
 HO0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0459.degrees latitude (g = 980.6199 gals.).
 HO0459
 HO0459.The modeled gravity was interpolated from observed gravity values.
 HO0459
 HO0459;                    North         East    Units  Estimated Accuracy
 HO0459;SPC UT S     - 3,142,440.      366,200.      MT  (+/- 180 meters Scaled)
 HO0459
 HO0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH223011(NAD 83)
 HO0459
 HO0459                          SUPERSEDED SURVEY CONTROL
 HO0459
 HO0459.No superseded survey control is available for this station.
 HO0459
 HO0459_MARKER: I = METAL ROD
 HO0459_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HO0459+WITH SETTING: INFORMATION.
 HO0459_STAMPING: T 369 1984
 HO0459_MARK LOGO: NGS
 HO0459_PROJECTION: FLUSH
 HO0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0459_ROD/PIPE-DEPTH: 1.5 meters
 HO0459
 HO0459  HISTORY     - Date     Condition        Report By
 HO0459  HISTORY     - 1984     MONUMENTED       NGS
 HO0459
 HO0459                          STATION DESCRIPTION
 HO0459
 HO0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0459'33.8 KM (21.0 MI) SOUTH FROM MINERSVILLE.
 HO0459'33.76 KM (21.03 MI) SOUTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 HO0459'AT MINERSVILLE, 27.4 METERS (90 FT) SOUTHEAST OF THE HIGHWAY
 HO0459'CENTERLINE AND 22.9 METERS (75 FT) EAST-SOUTHEAST OF MILEPOST 21.
 HO0459'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 HO0459'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0067 ***********************************************************************
 JO0067  DESIGNATION -  T 37
 JO0067  PID         -  JO0067
 JO0067  STATE/COUNTY-  UT/PIUTE
 JO0067  COUNTRY     -  US
 JO0067  USGS QUAD   -  MARYSVALE (2017)
 JO0067
 JO0067                         *CURRENT SURVEY CONTROL
 JO0067  ______________________________________________________________________
 JO0067* NAD 83(1986) POSITION- 38 28 30.     (N) 112 14 11.     (W)   SCALED
 JO0067* NAVD 88 ORTHO HEIGHT -  1778.791 (meters)     5835.92  (feet) ADJUSTED
 JO0067  ______________________________________________________________________
 JO0067  GEOID HEIGHT    -        -19.153 (meters)                     GEOID18
 JO0067  DYNAMIC HEIGHT  -       1776.760 (meters)     5829.25  (feet) COMP
 JO0067  MODELED GRAVITY -    979,425.0   (mgal)                       NAVD 88
 JO0067
 JO0067  VERT ORDER      -  SECOND    CLASS 0
 JO0067
 JO0067.The horizontal coordinates were scaled from a map and have
 JO0067.an estimated accuracy of +/- 6 seconds.
 JO0067
 JO0067.The orthometric height was determined by differential leveling and
 JO0067.adjusted by the NATIONAL GEODETIC SURVEY
 JO0067.in June 1991.
 JO0067
 JO0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0067.GEOID18 height accuracy estimate available here.
 JO0067
 JO0067.Click photographs - Photos may exist for this station.
 JO0067
 JO0067.The dynamic height is computed by dividing the NAVD 88
 JO0067.geopotential number by the normal gravity value computed on the
 JO0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0067.degrees latitude (g = 980.6199 gals.).
 JO0067
 JO0067.The modeled gravity was interpolated from observed gravity values.
 JO0067
 JO0067;                    North         East    Units  Estimated Accuracy
 JO0067;SPC UT S     - 3,200,960.      435,740.      MT  (+/- 180 meters Scaled)
 JO0067
 JO0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH921592(NAD 83)
 JO0067
 JO0067                          SUPERSEDED SURVEY CONTROL
 JO0067
 JO0067  NGVD 29 (??/??/92) 1777.499  (m)         5831.68   (f) ADJ UNCH    2 0
 JO0067
 JO0067.Superseded values are not recommended for survey control.
 JO0067
 JO0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0067.See file dsdata.pdf to determine how the superseded data were derived.
 JO0067
 JO0067_MARKER: DB = BENCH MARK DISK
 JO0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0067_STAMPING: T 37 1934
 JO0067_MARK LOGO: CGS
 JO0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0067+STABILITY: SURFACE MOTION
 JO0067
 JO0067  HISTORY     - Date     Condition        Report By
 JO0067  HISTORY     - 1934     MONUMENTED       CGS
 JO0067  HISTORY     - 1975     GOOD             USGS
 JO0067
 JO0067                          STATION DESCRIPTION
 JO0067
 JO0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0067'2.0 MI N FROM MARYSVALE.
 JO0067'ABOUT 2.0 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JO0067'FROM THE STATION AT MARYSVALE, PIUTE COUNTY, ABOUT 1,023 FEET SOUTH OF
 JO0067'MILEPOST 130, AT A PRIVATE CROSSING, 34 FEET SOUTH OF THE WIRE GATE,
 JO0067'48 FEET WEST OF THE CENTER LINE OF THE TRACK, AND 2 FEET EAST OF THE
 JO0067'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED T 37 1934 AND SET IN THE
 JO0067'TOP OF A CONCRETE POST.
 JO0067
 JO0067                          STATION RECOVERY (1975)
 JO0067
 JO0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0067'MARYSVALE POST OFFICE, 2.0 MI. N. ALONG U.S. HWY. 89, THENCE 0.1 MI.
 JO0067'EAST ALONG TRACK ROAD, ABOUT 30 FEET SOUTH OF TRACK ROAD, ABOUT 50
 JO0067'FEET WEST OF THE CENTER LINE OF THE RAILROAD TRACK, AND 2 FEET EAST
 JO0067'OF THE RIGHT-OF-WAY FENCE. A STANDARD DISK, STAMPED T 37 1934 AND SET
 JO0067'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0571 ***********************************************************************
 MR0571  DESIGNATION -  T 370
 MR0571  PID         -  MR0571
 MR0571  STATE/COUNTY-  UT/SUMMIT
 MR0571  COUNTRY     -  US
 MR0571  USGS QUAD   -  DEVILS SLIDE (2017)
 MR0571
 MR0571                         *CURRENT SURVEY CONTROL
 MR0571  ______________________________________________________________________
 MR0571* NAD 83(1986) POSITION- 41 02 08.     (N) 111 30 37.     (W)   SCALED
 MR0571* NAVD 88 ORTHO HEIGHT -  1614.838 (meters)     5298.01  (feet) ADJUSTED
 MR0571  ______________________________________________________________________
 MR0571  GEOID HEIGHT    -        -16.113 (meters)                     GEOID18
 MR0571  DYNAMIC HEIGHT  -       1613.433 (meters)     5293.40  (feet) COMP
 MR0571  MODELED GRAVITY -    979,697.9   (mgal)                       NAVD 88
 MR0571
 MR0571  VERT ORDER      -  FIRST     CLASS II
 MR0571
 MR0571.The horizontal coordinates were scaled from a map and have
 MR0571.an estimated accuracy of +/- 6 seconds.
 MR0571
 MR0571.The orthometric height was determined by differential leveling and
 MR0571.adjusted by the NATIONAL GEODETIC SURVEY
 MR0571.in June 1991.
 MR0571
 MR0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0571.GEOID18 height accuracy estimate available here.
 MR0571
 MR0571.Click photographs - Photos may exist for this station.
 MR0571
 MR0571.The dynamic height is computed by dividing the NAVD 88
 MR0571.geopotential number by the normal gravity value computed on the
 MR0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0571.degrees latitude (g = 980.6199 gals.).
 MR0571
 MR0571.The modeled gravity was interpolated from observed gravity values.
 MR0571
 MR0571;                    North         East    Units  Estimated Accuracy
 MR0571;SPC UT N     - 1,077,980.      499,140.      MT  (+/- 180 meters Scaled)
 MR0571
 MR0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL571428(NAD 83)
 MR0571
 MR0571                          SUPERSEDED SURVEY CONTROL
 MR0571
 MR0571  NGVD 29 (06/08/92) 1613.666  (m)         5294.17   (f) ADJUSTED    1 2
 MR0571
 MR0571.Superseded values are not recommended for survey control.
 MR0571
 MR0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0571.See file dsdata.pdf to determine how the superseded data were derived.
 MR0571
 MR0571_MARKER: I = METAL ROD
 MR0571_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0571_STAMPING: T 370 1983
 MR0571_MARK LOGO: NGS
 MR0571_PROJECTION: FLUSH
 MR0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0571_ROD/PIPE-DEPTH: 3.7 meters
 MR0571
 MR0571  HISTORY     - Date     Condition        Report By
 MR0571  HISTORY     - 1983     MONUMENTED       NGS
 MR0571
 MR0571                          STATION DESCRIPTION
 MR0571
 MR0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0571'4.1 KM (2.55 MI) SE FROM DEVILS SLIDE.
 MR0571'4.1 KM (2.55 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0571'THE STATION IN DEVILS SLIDE, 0.6 KM (0.35 MI) NORTHWEST OF INTERSTATE
 MR0571'HIGHWAY 84 MILEPOST 114, 152.4 METERS (500.0 FT) SOUTHWEST OF THE NEAR
 MR0571'RAIL, 23.5 METERS (77.1 FT) SOUTHWEST OF THE CENTERLINE OF THE
 MR0571'SOUTHEAST BOUND LANES OF INTERSTATE HIGHWAY 84, 16.0 METERS (52.5 FT)
 MR0571'WEST OF THE NORTHWEST CORNER OF A HIGHWAY BRIDGE OVER WEBER RIVER, AND
 MR0571'3.1 METERS (10.2 FT) NORTHEAST OF A FENCE CORNER.  NOTE=ACCESS TO THE
 MR0571'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MR0571'THE MARK IS 0.3 METERS  NW FROM  WITNESS POST AND FENCE
 MR0571'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0511 ***********************************************************************
 MR0511  DESIGNATION -  T 371
 MR0511  PID         -  MR0511
 MR0511  STATE/COUNTY-  UT/DAVIS
 MR0511  COUNTRY     -  US
 MR0511  USGS QUAD   -  OGDEN (2017)
 MR0511
 MR0511                         *CURRENT SURVEY CONTROL
 MR0511  ______________________________________________________________________
 MR0511* NAD 83(1986) POSITION- 41 09 04.3    (N) 111 59 19.1    (W)   HD_HELD2
 MR0511* NAVD 88 ORTHO HEIGHT -  1343.705 (meters)     4408.47  (feet) ADJUSTED
 MR0511  ______________________________________________________________________
 MR0511  GEOID HEIGHT    -        -16.813 (meters)                     GEOID18
 MR0511  DYNAMIC HEIGHT  -       1342.653 (meters)     4405.02  (feet) COMP
 MR0511  MODELED GRAVITY -    979,795.4   (mgal)                       NAVD 88
 MR0511
 MR0511  VERT ORDER      -  FIRST     CLASS II
 MR0511
 MR0511.The horizontal coordinates were established by autonomous hand held GPS
 MR0511.observations and have an estimated accuracy of +/- 10 meters.
 MR0511
 MR0511.The orthometric height was determined by differential leveling and
 MR0511.adjusted by the NATIONAL GEODETIC SURVEY
 MR0511.in June 1991.
 MR0511
 MR0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0511.GEOID18 height accuracy estimate available here.
 MR0511
 MR0511.Click photographs - Photos may exist for this station.
 MR0511
 MR0511.The dynamic height is computed by dividing the NAVD 88
 MR0511.geopotential number by the normal gravity value computed on the
 MR0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0511.degrees latitude (g = 980.6199 gals.).
 MR0511
 MR0511.The modeled gravity was interpolated from observed gravity values.
 MR0511
 MR0511;                    North         East    Units  Estimated Accuracy
 MR0511;SPC UT N     - 1,090,938.      458,984.      MT  (+/- 10 meters HH2 GPS)
 MR0511
 MR0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1704356012(NAD 83)
 MR0511
 MR0511                          SUPERSEDED SURVEY CONTROL
 MR0511
 MR0511.No superseded survey control is available for this station.
 MR0511
 MR0511_MARKER: F = FLANGE-ENCASED ROD
 MR0511_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0511_STAMPING: T 371 1983
 MR0511_MARK LOGO: NGS
 MR0511_PROJECTION: FLUSH
 MR0511_MAGNETIC: N = NO MAGNETIC MATERIAL
 MR0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0511_ROD/PIPE-DEPTH: 15.8 meters
 MR0511
 MR0511  HISTORY     - Date     Condition        Report By
 MR0511  HISTORY     - 1983     MONUMENTED       NGS
 MR0511  HISTORY     - 20170512 GOOD             INDIV
 MR0511
 MR0511                          STATION DESCRIPTION
 MR0511
 MR0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0511'9.7 KM (6.0 MI) SOUTH FROM OGDEN.
 MR0511'4.6 KM (2.85 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0511'STATION IN OGDEN, THENCE 1.2 KM (0.75 MI) SOUTHERLY ALONG STATE
 MR0511'HIGHWAY 26, THENCE 3.9 KM (2.4 MI) SOUTHERLY ALONG STATE HIGHWAY 60,
 MR0511'15.0 METERS (49.2 FT) EAST OF THE CENTER OF A PRIVATE DRIVEWAY, 8.5
 MR0511'METERS (27.9 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 1.0 METER
 MR0511'(3.3 FT) EAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 MR0511'THROUGH A 5-INCH LOGO CAP.  THE MARK IS 0.3 METERS  W FROM A WITNESS
 MR0511'POST AND 0.3 M BELOW THE HIGHWAY.
 MR0511
 MR0511                          STATION RECOVERY (2017)
 MR0511
 MR0511'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (JEC)
 MR0511'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0358 ***********************************************************************
 HM0358  DESIGNATION -  T 372
 HM0358  PID         -  HM0358
 HM0358  STATE/COUNTY-  UT/SAN JUAN
 HM0358  COUNTRY     -  US
 HM0358  USGS QUAD   -  BLUFF (2017)
 HM0358
 HM0358                         *CURRENT SURVEY CONTROL
 HM0358  ______________________________________________________________________
 HM0358* NAD 83(1986) POSITION- 37 16 44.9    (N) 109 34 40.1    (W)   HD_HELD2
 HM0358* NAVD 88 ORTHO HEIGHT -  1323.116 (meters)     4340.92  (feet) ADJUSTED
 HM0358  ______________________________________________________________________
 HM0358  GEOID HEIGHT    -        -20.893 (meters)                     GEOID18
 HM0358  DYNAMIC HEIGHT  -       1321.649 (meters)     4336.11  (feet) COMP
 HM0358  MODELED GRAVITY -    979,476.1   (mgal)                       NAVD 88
 HM0358
 HM0358  VERT ORDER      -  FIRST     CLASS II
 HM0358
 HM0358.The horizontal coordinates were established by autonomous hand held GPS
 HM0358.observations and have an estimated accuracy of +/- 10 meters.
 HM0358
 HM0358.The orthometric height was determined by differential leveling and
 HM0358.adjusted by the NATIONAL GEODETIC SURVEY
 HM0358.in June 1991.
 HM0358
 HM0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0358.GEOID18 height accuracy estimate available here.
 HM0358
 HM0358.Click photographs - Photos may exist for this station.
 HM0358
 HM0358.The dynamic height is computed by dividing the NAVD 88
 HM0358.geopotential number by the normal gravity value computed on the
 HM0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0358.degrees latitude (g = 980.6199 gals.).
 HM0358
 HM0358.The modeled gravity was interpolated from observed gravity values.
 HM0358
 HM0358;                    North         East    Units  Estimated Accuracy
 HM0358;SPC UT S     - 3,069,726.      670,457.      MT  (+/- 10 meters HH2 GPS)
 HM0358
 HM0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG2608026786(NAD 83)
 HM0358
 HM0358                          SUPERSEDED SURVEY CONTROL
 HM0358
 HM0358.No superseded survey control is available for this station.
 HM0358
 HM0358_MARKER: I = METAL ROD
 HM0358_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HM0358_STAMPING: T 372 1983
 HM0358_MARK LOGO: NGS
 HM0358_PROJECTION: FLUSH
 HM0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0358_ROD/PIPE-DEPTH: 16.2 meters
 HM0358
 HM0358  HISTORY     - Date     Condition        Report By
 HM0358  HISTORY     - 1983     MONUMENTED       NGS
 HM0358  HISTORY     - 20220926 MARK NOT FOUND   PROFLN
 HM0358
 HM0358                          STATION DESCRIPTION
 HM0358
 HM0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0358'1.9 KM (1.2 MI) SW FROM BLUFF.
 HM0358'1.9 KM (1.2 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0358'OFFICE IN BLUFF, 0.2 KM (0.1 MI) NORTHEAST OF A DRY WASH, 97.5 METERS
 HM0358'(319.9 FT) NORTHEAST OF MILEPOST 24, AND 29.9 METERS (98.1 FT)
 HM0358'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM
 HM0358'POINT IS THROUGH A 5-INCH LOGO CAP.
 HM0358'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 HM0358'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 HM0358
 HM0358                          STATION RECOVERY (2022)
 HM0358
 HM0358'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2022 (JRO)
 HM0358'NOT FOUND.  SEARCHED AT THE PUBLISHED LOCATION BUT NO GOOD.  SEARCHED
 HM0358'ON BOTH SIDES OF THE FENCE IN CASE THE FENCE HAD BEEN MOVED.  RAKED
 HM0358'AWAY ACCUMULATED SAND.  PROBED DOWN 1 FT (0.3 M) EVERY FOUR INCHES ON
 HM0358'THE HIGHWAY SIDE OF THE FENCE FOR A DISTANCE OF 10 FT (3.0 M)
 HM0358'GEOCACHERS FOUND THE MARK IN 2003 AND 2009 BUT NOT SINCE THEN.  SEEMS
 HM0358'LIKE IT SHOULD BE THERE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0382 ***********************************************************************
 HM0382  DESIGNATION -  T 373
 HM0382  PID         -  HM0382
 HM0382  STATE/COUNTY-  UT/SAN JUAN
 HM0382  COUNTRY     -  US
 HM0382  USGS QUAD   -  THE GOOSENECKS (2017)
 HM0382
 HM0382                         *CURRENT SURVEY CONTROL
 HM0382  ______________________________________________________________________
 HM0382* NAD 83(1986) POSITION- 37 07 56.0    (N) 109 53 21.8    (W)   HD_HELD2
 HM0382* NAVD 88 ORTHO HEIGHT -  1331.449 (meters)     4368.26  (feet) ADJUSTED
 HM0382  ______________________________________________________________________
 HM0382  GEOID HEIGHT    -        -21.055 (meters)                     GEOID18
 HM0382  DYNAMIC HEIGHT  -       1329.960 (meters)     4363.38  (feet) COMP
 HM0382  MODELED GRAVITY -    979,466.4   (mgal)                       NAVD 88
 HM0382
 HM0382  VERT ORDER      -  FIRST     CLASS II
 HM0382
 HM0382.The horizontal coordinates were established by autonomous hand held GPS
 HM0382.observations and have an estimated accuracy of +/- 10 meters.
 HM0382
 HM0382.The orthometric height was determined by differential leveling and
 HM0382.adjusted by the NATIONAL GEODETIC SURVEY
 HM0382.in June 1991.
 HM0382
 HM0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0382.GEOID18 height accuracy estimate available here.
 HM0382
 HM0382.Click photographs - Photos may exist for this station.
 HM0382
 HM0382.The dynamic height is computed by dividing the NAVD 88
 HM0382.geopotential number by the normal gravity value computed on the
 HM0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0382.degrees latitude (g = 980.6199 gals.).
 HM0382
 HM0382.The modeled gravity was interpolated from observed gravity values.
 HM0382
 HM0382;                    North         East    Units  Estimated Accuracy
 HM0382;SPC UT S     - 3,052,902.      643,110.      MT  (+/- 10 meters HH2 GPS)
 HM0382
 HM0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG9864810117(NAD 83)
 HM0382
 HM0382                          SUPERSEDED SURVEY CONTROL
 HM0382
 HM0382.No superseded survey control is available for this station.
 HM0382
 HM0382_MARKER: DV = VERTICAL CONTROL DISK
 HM0382_SETTING: 66 = SET IN ROCK OUTCROP
 HM0382_STAMPING: T 373 1983
 HM0382_MARK LOGO: NGS
 HM0382_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0382+STABILITY: POSITION/ELEVATION WELL
 HM0382
 HM0382  HISTORY     - Date     Condition        Report By
 HM0382  HISTORY     - 1983     MONUMENTED       NGS
 HM0382
 HM0382                          STATION DESCRIPTION
 HM0382
 HM0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0382'3.6 KM (2.25 MI) SW FROM MEXICAN HAT.
 HM0382'3.6 KM (2.25 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0382'OFFICE IN MEXICAN HAT, 0.2 KM (0.1 MI) NORTHEAST OF MILEPOST 19, IN AN
 HM0382'8- BY 8-FOOT EXPOSED AREA OF BEDROCK ON TOP OF AND NEAR THE CENTER OF
 HM0382'A HIGHWAY CUT, 56.5 METERS (185.4 FT) SOUTHWEST OF THE EXTENDED CENTER
 HM0382'OF A DIRT ROAD LEADING NORTHWEST, 33.0 METERS (108.3 FT) NORTHEAST OF
 HM0382'THE SOUTHWEST END OF THE CUT, AND 9.1 METERS (29.9 FT) SOUTHEAST OF
 HM0382'THE CENTERLINE OF THE HIGHWAY.
 HM0382'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 HM0382'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0469 ***********************************************************************
 HM0469  DESIGNATION -  T 374
 HM0469  PID         -  HM0469
 HM0469  STATE/COUNTY-  UT/SAN JUAN
 HM0469  COUNTRY     -  US
 HM0469  USGS QUAD   -  MCCRACKEN SPRING (2017)
 HM0469
 HM0469                         *CURRENT SURVEY CONTROL
 HM0469  ______________________________________________________________________
 HM0469* NAD 83(1986) POSITION- 37 24 12.     (N) 109 15 19.     (W)   SCALED
 HM0469* NAVD 88 ORTHO HEIGHT -  1444.671 (meters)     4739.72  (feet) ADJUSTED
 HM0469  ______________________________________________________________________
 HM0469  GEOID HEIGHT    -        -20.586 (meters)                     GEOID18
 HM0469  DYNAMIC HEIGHT  -       1443.046 (meters)     4734.39  (feet) COMP
 HM0469  MODELED GRAVITY -    979,455.7   (mgal)                       NAVD 88
 HM0469
 HM0469  VERT ORDER      -  FIRST     CLASS II
 HM0469
 HM0469.The horizontal coordinates were scaled from a map and have
 HM0469.an estimated accuracy of +/- 6 seconds.
 HM0469
 HM0469.The orthometric height was determined by differential leveling and
 HM0469.adjusted by the NATIONAL GEODETIC SURVEY
 HM0469.in June 1991.
 HM0469
 HM0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0469.GEOID18 height accuracy estimate available here.
 HM0469
 HM0469.Click photographs - Photos may exist for this station.
 HM0469
 HM0469.The dynamic height is computed by dividing the NAVD 88
 HM0469.geopotential number by the normal gravity value computed on the
 HM0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0469.degrees latitude (g = 980.6199 gals.).
 HM0469
 HM0469.The modeled gravity was interpolated from observed gravity values.
 HM0469
 HM0469;                    North         East    Units  Estimated Accuracy
 HM0469;SPC UT S     - 3,084,140.      698,720.      MT  (+/- 180 meters Scaled)
 HM0469
 HM0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG544410(NAD 83)
 HM0469
 HM0469                          SUPERSEDED SURVEY CONTROL
 HM0469
 HM0469.No superseded survey control is available for this station.
 HM0469
 HM0469_MARKER: I = METAL ROD
 HM0469_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HM0469_STAMPING: T 374 1984
 HM0469_MARK LOGO: NGS
 HM0469_PROJECTION: FLUSH
 HM0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0469_ROD/PIPE-DEPTH: 6.1 meters
 HM0469
 HM0469  HISTORY     - Date     Condition        Report By
 HM0469  HISTORY     - 1984     MONUMENTED       NGS
 HM0469
 HM0469                          STATION DESCRIPTION
 HM0469
 HM0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0469'39.1 KM (24.3 MI) NE FROM BLUFF.
 HM0469'18.2 KM (11.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0469'OFFICE IN BLUFF, THENCE 13.5 KM (8.4 MI) EASTERLY ALONG STATE HIGHWAY
 HM0469'262, THENCE 7.4 KM (4.6 MI) SOUTHEASTERLY ALONG A PAVED ROAD, 0.3 KM
 HM0469'(0.2 MI) SOUTHEAST OF THE CENTER OF A DRY WASH CROSSING THE ROAD,
 HM0469'97.5 METERS (319.9 FT) SOUTHEAST OF THE SOUTHEAST END OF A ROAD CUT,
 HM0469'AND 13.0 METERS (42.7 FT) NORTHEAST OF THE CENTER OF THE ROAD.
 HM0469'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HM0469'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 HM0469'THE MARK IS 0.5 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0506 ***********************************************************************
 LN0506  DESIGNATION -  T 374
 LN0506  PID         -  LN0506
 LN0506  STATE/COUNTY-  UT/UINTAH
 LN0506  COUNTRY     -  US
 LN0506  USGS QUAD   -  VERNAL NE (2017)
 LN0506
 LN0506                         *CURRENT SURVEY CONTROL
 LN0506  ______________________________________________________________________
 LN0506* NAD 83(1986) POSITION- 40 28 41.     (N) 109 31 43.     (W)   SCALED
 LN0506* NAVD 88 ORTHO HEIGHT -  1626.928 (meters)     5337.68  (feet) ADJUSTED
 LN0506  ______________________________________________________________________
 LN0506  GEOID HEIGHT    -        -16.576 (meters)                     GEOID18
 LN0506  DYNAMIC HEIGHT  -       1625.437 (meters)     5332.79  (feet) COMP
 LN0506  MODELED GRAVITY -    979,652.1   (mgal)                       NAVD 88
 LN0506
 LN0506  VERT ORDER      -  FIRST     CLASS II
 LN0506
 LN0506.The horizontal coordinates were scaled from a map and have
 LN0506.an estimated accuracy of +/- 6 seconds.
 LN0506
 LN0506.The orthometric height was determined by differential leveling and
 LN0506.adjusted by the NATIONAL GEODETIC SURVEY
 LN0506.in June 1991.
 LN0506
 LN0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0506.GEOID18 height accuracy estimate available here.
 LN0506
 LN0506.Click photographs - Photos may exist for this station.
 LN0506
 LN0506.The dynamic height is computed by dividing the NAVD 88
 LN0506.geopotential number by the normal gravity value computed on the
 LN0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0506.degrees latitude (g = 980.6199 gals.).
 LN0506
 LN0506.The modeled gravity was interpolated from observed gravity values.
 LN0506
 LN0506;                    North         East    Units  Estimated Accuracy
 LN0506;SPC UT C     - 2,239,950.      667,150.      MT  (+/- 180 meters Scaled)
 LN0506
 LN0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK247818(NAD 83)
 LN0506
 LN0506                          SUPERSEDED SURVEY CONTROL
 LN0506
 LN0506.No superseded survey control is available for this station.
 LN0506
 LN0506_MARKER: I = METAL ROD
 LN0506_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0506+WITH SETTING: INFORMATION.
 LN0506_STAMPING: T 374 1984
 LN0506_MARK LOGO: NGS
 LN0506_PROJECTION: FLUSH
 LN0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0506+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2006
 LN0506_ROD/PIPE-DEPTH: 2.4 meters
 LN0506
 LN0506  HISTORY     - Date     Condition        Report By
 LN0506  HISTORY     - 1984     MONUMENTED       NGS
 LN0506  HISTORY     - 20060419 GOOD             INDIV
 LN0506
 LN0506                          STATION DESCRIPTION
 LN0506
 LN0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0506'2.5 KM (1.55 MI) NORTH FROM VERNAL.
 LN0506'2.5 KM (1.55 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0506'WITH U.S. HIGHWAY 40 IN VERNAL, 0.6 KM (0.35 MI) NORTH OF MILEPOST 202
 LN0506'AND AT THE NORTH END OF THE HIGHWAY BRIDGE OVER ASHLEY CREEK, 60.3 M
 LN0506'(197.8 FT) NORTH OF THE CENTER OF A PAVED ROAD, 14.3 M (46.9 FT) EAST
 LN0506'OF THE CENTERLINE OF THE HIGHWAY, AND 5.1 M (16.7 FT) SOUTH OF THE
 LN0506'CENTER OF A FIELD ENTRANCE AND GATE.  NOTE=ACCESS TO THE DATUM POINT
 LN0506'IS THROUGH A 5-INCH LOGO CAP.
 LN0506'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 LN0506'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 LN0506
 LN0506                          STATION RECOVERY (2006)
 LN0506
 LN0506'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RCW)
 LN0506'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0490 ***********************************************************************
 HO0490  DESIGNATION -  T 375
 HO0490  PID         -  HO0490
 HO0490  STATE/COUNTY-  UT/WASHINGTON
 HO0490  COUNTRY     -  US
 HO0490  USGS QUAD   -  KOLOB ARCH (2017)
 HO0490
 HO0490                         *CURRENT SURVEY CONTROL
 HO0490  ______________________________________________________________________
 HO0490* NAD 83(1986) POSITION- 37 28 52.2    (N) 113 13 10.2    (W)   HD_HELD2
 HO0490* NAVD 88 ORTHO HEIGHT -  1579.626 (meters)     5182.49  (feet) ADJUSTED
 HO0490  ______________________________________________________________________
 HO0490  GEOID HEIGHT    -        -22.101 (meters)                     GEOID18
 HO0490  DYNAMIC HEIGHT  -       1577.832 (meters)     5176.60  (feet) COMP
 HO0490  MODELED GRAVITY -    979,439.3   (mgal)                       NAVD 88
 HO0490
 HO0490  VERT ORDER      -  FIRST     CLASS II
 HO0490
 HO0490.The horizontal coordinates were established by autonomous hand held GPS
 HO0490.observations and have an estimated accuracy of +/- 10 meters.
 HO0490
 HO0490.The orthometric height was determined by differential leveling and
 HO0490.adjusted by the NATIONAL GEODETIC SURVEY
 HO0490.in June 1991.
 HO0490
 HO0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0490.GEOID18 height accuracy estimate available here.
 HO0490
 HO0490.Click photographs - Photos may exist for this station.
 HO0490
 HO0490.The dynamic height is computed by dividing the NAVD 88
 HO0490.geopotential number by the normal gravity value computed on the
 HO0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0490.degrees latitude (g = 980.6199 gals.).
 HO0490
 HO0490.The modeled gravity was interpolated from observed gravity values.
 HO0490
 HO0490;                    North         East    Units  Estimated Accuracy
 HO0490;SPC UT S     - 3,091,794.      347,928.      MT  (+/- 10 meters HH2 GPS)
 HO0490
 HO0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG0375650565(NAD 83)
 HO0490
 HO0490                          SUPERSEDED SURVEY CONTROL
 HO0490
 HO0490.No superseded survey control is available for this station.
 HO0490
 HO0490_MARKER: I = METAL ROD
 HO0490_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0490_STAMPING: T 375 1984
 HO0490_MARK LOGO: NGS
 HO0490_PROJECTION: FLUSH
 HO0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0490+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2013
 HO0490_ROD/PIPE-DEPTH: 12.2 meters
 HO0490
 HO0490  HISTORY     - Date     Condition        Report By
 HO0490  HISTORY     - 1984     MONUMENTED       NGS
 HO0490  HISTORY     - 1988     GOOD             USPSQD
 HO0490  HISTORY     - 20130908 GOOD             GEOCAC
 HO0490
 HO0490                          STATION DESCRIPTION
 HO0490
 HO0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0490'7.1 KM (4.4 MI) SW FROM KANARRAVILLE.
 HO0490'7.06 KM (4.39 MI) SOUTHWEST ALONG US HIGHWAY 91 FROM THE CHURCH OF
 HO0490'LATTER DAY SAINTS AT KANARRAVILLE, IN THE NORTH CORNER OF THE
 HO0490'INTERSECTION OF THE INTERSTATE 15 EXIT 42 NORTH BOUND OFF RAMP, AT A T
 HO0490'JUNCTION FENCE CORNER, 0.2 KM (0.1 MI) EAST OF THE KANARRAVILLE
 HO0490'UNDERPASS, 26.5 METERS (87 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 HO0490'28.0 METERS (92 FT) SOUTHEAST OF THE CENTER OF THE RAMP AND 0.8 METER
 HO0490'(2.5 FT) NORTHEAST OF A NORTHWEST-SOUTHEAST FENCE.
 HO0490'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 HO0490'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 HO0490
 HO0490                          STATION RECOVERY (1988)
 HO0490
 HO0490'RECOVERY NOTE BY US POWER SQUADRON 1988 (TM)
 HO0490'RECOVERED IN GOOD CONDITION.
 HO0490
 HO0490                          STATION RECOVERY (2013)
 HO0490
 HO0490'RECOVERY NOTE BY GEOCACHING 2013 (RLS)
 HO0490'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0470 ***********************************************************************
 HO0470  DESIGNATION -  T 376
 HO0470  PID         -  HO0470
 HO0470  STATE/COUNTY-  UT/IRON
 HO0470  COUNTRY     -  US
 HO0470  USGS QUAD   -  CEDAR CITY (2017)
 HO0470
 HO0470                         *CURRENT SURVEY CONTROL
 HO0470  ______________________________________________________________________
 HO0470* NAD 83(1986) POSITION- 37 44 34.     (N) 113 03 20.     (W)   SCALED
 HO0470* NAVD 88 ORTHO HEIGHT -  1700.181 (meters)     5578.01  (feet) ADJUSTED
 HO0470  ______________________________________________________________________
 HO0470  GEOID HEIGHT    -        -21.515 (meters)                     GEOID18
 HO0470  DYNAMIC HEIGHT  -       1698.231 (meters)     5571.61  (feet) COMP
 HO0470  MODELED GRAVITY -    979,422.9   (mgal)                       NAVD 88
 HO0470  OBS GRAVITY     -    979,425.4   (mgal)                       GRAV_OBS
 HO0470
 HO0470  VERT ORDER      -  FIRST     CLASS II
 HO0470
 HO0470.The horizontal coordinates were scaled from a map and have
 HO0470.an estimated accuracy of +/- 6 seconds.
 HO0470
 HO0470.The orthometric height was determined by differential leveling and
 HO0470.adjusted by the NATIONAL GEODETIC SURVEY
 HO0470.in June 1991.
 HO0470
 HO0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0470.GEOID18 height accuracy estimate available here.
 HO0470
 HO0470.Click photographs - Photos may exist for this station.
 HO0470
 HO0470.The dynamic height is computed by dividing the NAVD 88
 HO0470.geopotential number by the normal gravity value computed on the
 HO0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0470.degrees latitude (g = 980.6199 gals.).
 HO0470
 HO0470.The modeled gravity was interpolated from observed gravity values.
 HO0470
 HO0470.The observed gravity was obtained from relative gravimeter ties
 HO0470.to the IGSN71 gravity network.
 HO0470
 HO0470;                    North         East    Units  Estimated Accuracy
 HO0470;SPC UT S     - 3,120,570.      362,910.      MT  (+/- 180 meters Scaled)
 HO0470
 HO0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG188792(NAD 83)
 HO0470
 HO0470                          SUPERSEDED SURVEY CONTROL
 HO0470
 HO0470.No superseded survey control is available for this station.
 HO0470
 HO0470_MARKER: I = METAL ROD
 HO0470_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0470_STAMPING: T 376 1984
 HO0470_MARK LOGO: NGS
 HO0470_PROJECTION: FLUSH
 HO0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0470_ROD/PIPE-DEPTH: 12.2 meters
 HO0470
 HO0470  HISTORY     - Date     Condition        Report By
 HO0470  HISTORY     - 1984     MONUMENTED       NGS
 HO0470
 HO0470                          STATION DESCRIPTION
 HO0470
 HO0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0470'7.5 KM (4.7 MI) NORTH FROM CEDAR CITY.
 HO0470'7.50 KM (4.66 MI) NORTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 HO0470'AT CEDAR CITY, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A PAVED
 HO0470'ROAD LEADING WEST, 0.15 KM (0.09 MI) SOUTH OF MILEPOST 7, 18.0 METERS
 HO0470'(59 FT) WEST OF THE HIGHWAY CENTERLINE, 8.0 METERS (26 FT) SOUTH OF
 HO0470'THE CENTER OF THE ROAD, 4.4 METERS (14.5 FT) NORTHWEST OF A POWER
 HO0470'POLE, 3.7 METERS (12 FT) NORTH OF AN EAST-WEST FENCE AND 1.7 METERS
 HO0470'(5.5 FT) WEST OF THE WEST EDGE OF A CONCRETE IRRIGATION DITCH.
 HO0470'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 HO0470'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0627 ***********************************************************************
 MS0627  DESIGNATION -  T 377 BE CO
 MS0627  PID         -  MS0627
 MS0627  STATE/COUNTY-  UT/BOX ELDER
 MS0627  COUNTRY     -  US
 MS0627  USGS QUAD   -  BLACK BUTTE (2017)
 MS0627
 MS0627                         *CURRENT SURVEY CONTROL
 MS0627  ______________________________________________________________________
 MS0627* NAD 83(1986) POSITION- 41 48 58.     (N) 113 14 05.     (W)   SCALED
 MS0627* NAVD 88 ORTHO HEIGHT -  1567.772 (meters)     5143.60  (feet) ADJUSTED
 MS0627  ______________________________________________________________________
 MS0627  GEOID HEIGHT    -        -15.126 (meters)                     GEOID18
 MS0627  DYNAMIC HEIGHT  -       1566.671 (meters)     5139.99  (feet) COMP
 MS0627  MODELED GRAVITY -    979,865.2   (mgal)                       NAVD 88
 MS0627
 MS0627  VERT ORDER      -  FIRST     CLASS II
 MS0627
 MS0627.The horizontal coordinates were scaled from a map and have
 MS0627.an estimated accuracy of +/- 6 seconds.
 MS0627
 MS0627.The orthometric height was determined by differential leveling and
 MS0627.adjusted by the NATIONAL GEODETIC SURVEY
 MS0627.in June 1991.
 MS0627
 MS0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0627.GEOID18 height accuracy estimate available here.
 MS0627
 MS0627.Click photographs - Photos may exist for this station.
 MS0627
 MS0627.The dynamic height is computed by dividing the NAVD 88
 MS0627.geopotential number by the normal gravity value computed on the
 MS0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0627.degrees latitude (g = 980.6199 gals.).
 MS0627
 MS0627.The modeled gravity was interpolated from observed gravity values.
 MS0627
 MS0627;                    North         East    Units  Estimated Accuracy
 MS0627;SPC UT N     - 1,166,110.      355,870.      MT  (+/- 180 meters Scaled)
 MS0627
 MS0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM143317(NAD 83)
 MS0627
 MS0627                          SUPERSEDED SURVEY CONTROL
 MS0627
 MS0627.No superseded survey control is available for this station.
 MS0627
 MS0627_MARKER: I = METAL ROD
 MS0627_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0627_STAMPING: T 377 1984
 MS0627_MARK LOGO: NGS
 MS0627_PROJECTION: FLUSH
 MS0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0627_ROD/PIPE-DEPTH: 9.7 meters
 MS0627
 MS0627  HISTORY     - Date     Condition        Report By
 MS0627  HISTORY     - 1984     MONUMENTED       NGS
 MS0627
 MS0627                          STATION DESCRIPTION
 MS0627
 MS0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0627'6.8 KM (4.2 MI) EAST FROM PARK VALLEY.
 MS0627'6.81 KM (4.23 MI) EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE IN
 MS0627'PARK VALLEY, 14.6 METERS (48 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 MS0627'58.8 METERS (193 FT) WEST OF THE SOUTH END OF A 24-INCH CORRUGATED
 MS0627'METAL PIPE CULVERT, 12.5 METERS (41 FT) EAST-SOUTHEAST OF MILEPOST 60,
 MS0627'10.2 METERS (33.5 FT) WEST OF A TELEPHONE POLE AND 1.0 METER (3.3 FT)
 MS0627'NORTH OF THE RIGHT OF WAY FENCE.
 MS0627'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 MS0627'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0414 ***********************************************************************
 JO0414  DESIGNATION -  T 377 M CO
 JO0414  PID         -  JO0414
 JO0414  STATE/COUNTY-  UT/MILLARD
 JO0414  COUNTRY     -  US
 JO0414  USGS QUAD   -  CEDAR PASS (2017)
 JO0414
 JO0414                         *CURRENT SURVEY CONTROL
 JO0414  ______________________________________________________________________
 JO0414* NAD 83(1986) POSITION- 38 46 51.     (N) 113 57 51.     (W)   SCALED
 JO0414* NAVD 88 ORTHO HEIGHT -  1677.928 (meters)     5505.00  (feet) ADJUSTED
 JO0414  ______________________________________________________________________
 JO0414  GEOID HEIGHT    -        -20.769 (meters)                     GEOID18
 JO0414  DYNAMIC HEIGHT  -       1676.196 (meters)     5499.32  (feet) COMP
 JO0414  MODELED GRAVITY -    979,536.4   (mgal)                       NAVD 88
 JO0414
 JO0414  VERT ORDER      -  FIRST     CLASS II
 JO0414
 JO0414.The horizontal coordinates were scaled from a map and have
 JO0414.an estimated accuracy of +/- 6 seconds.
 JO0414
 JO0414.The orthometric height was determined by differential leveling and
 JO0414.adjusted by the NATIONAL GEODETIC SURVEY
 JO0414.in June 1991.
 JO0414
 JO0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0414.GEOID18 height accuracy estimate available here.
 JO0414
 JO0414.Click photographs - Photos may exist for this station.
 JO0414
 JO0414.The dynamic height is computed by dividing the NAVD 88
 JO0414.geopotential number by the normal gravity value computed on the
 JO0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0414.degrees latitude (g = 980.6199 gals.).
 JO0414
 JO0414.The modeled gravity was interpolated from observed gravity values.
 JO0414
 JO0414;                    North         East    Units  Estimated Accuracy
 JO0414;SPC UT C     - 2,052,630.      285,890.      MT  (+/- 180 meters Scaled)
 JO0414
 JO0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH425966(NAD 83)
 JO0414
 JO0414                          SUPERSEDED SURVEY CONTROL
 JO0414
 JO0414.No superseded survey control is available for this station.
 JO0414
 JO0414_MARKER: I = METAL ROD
 JO0414_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0414_STAMPING: T 377 1984
 JO0414_MARK LOGO: NGS
 JO0414_PROJECTION: FLUSH
 JO0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0414_ROD/PIPE-DEPTH: 3.6 meters
 JO0414
 JO0414  HISTORY     - Date     Condition        Report By
 JO0414  HISTORY     - 1984     MONUMENTED       NGS
 JO0414
 JO0414                          STATION DESCRIPTION
 JO0414
 JO0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0414'18.4 KM (11.5 MI) SE FROM GARRISON.
 JO0414'18.45 KM (11.55 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0414'OFFICE AT GARRISON, IN THE EAST CORNER OF A TRACK ROAD LEADING
 JO0414'NORTHEAST, 0.1 KM (0.05 MI) NORTHWEST OF MILEPOST 13, 35.8 METERS
 JO0414'(117.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 31.2 METERS (102.5 FT)
 JO0414'NORTHEAST OF THE NORTHEAST END OF A 24-INCH CORRUGATED METAL PIPE
 JO0414'CULVERT AND 11.7 METERS (38.5 FT) SOUTHEAST OF THE CENTER OF THE ROAD.
 JO0414'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 JO0414'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0439 ***********************************************************************
 JO0439  DESIGNATION -  T 378 B CO
 JO0439  PID         -  JO0439
 JO0439  STATE/COUNTY-  UT/BEAVER
 JO0439  COUNTRY     -  US
 JO0439  USGS QUAD   -  WAH WAH SUMMIT (2017)
 JO0439
 JO0439                         *CURRENT SURVEY CONTROL
 JO0439  ______________________________________________________________________
 JO0439* NAD 83(1986) POSITION- 38 30 54.     (N) 113 31 57.     (W)   SCALED
 JO0439* NAVD 88 ORTHO HEIGHT -  1904.442 (meters)     6248.16  (feet) ADJUSTED
 JO0439  ______________________________________________________________________
 JO0439  GEOID HEIGHT    -        -21.031 (meters)                     GEOID18
 JO0439  DYNAMIC HEIGHT  -       1902.376 (meters)     6241.38  (feet) COMP
 JO0439  MODELED GRAVITY -    979,475.1   (mgal)                       NAVD 88
 JO0439
 JO0439  VERT ORDER      -  FIRST     CLASS II
 JO0439
 JO0439.The horizontal coordinates were scaled from a map and have
 JO0439.an estimated accuracy of +/- 6 seconds.
 JO0439
 JO0439.The orthometric height was determined by differential leveling and
 JO0439.adjusted by the NATIONAL GEODETIC SURVEY
 JO0439.in June 1991.
 JO0439
 JO0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0439.GEOID18 height accuracy estimate available here.
 JO0439
 JO0439.Click photographs - Photos may exist for this station.
 JO0439
 JO0439.The dynamic height is computed by dividing the NAVD 88
 JO0439.geopotential number by the normal gravity value computed on the
 JO0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0439.degrees latitude (g = 980.6199 gals.).
 JO0439
 JO0439.The modeled gravity was interpolated from observed gravity values.
 JO0439
 JO0439;                    North         East    Units  Estimated Accuracy
 JO0439;SPC UT S     - 3,207,070.      322,740.      MT  (+/- 180 meters Scaled)
 JO0439
 JO0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH792659(NAD 83)
 JO0439
 JO0439                          SUPERSEDED SURVEY CONTROL
 JO0439
 JO0439.No superseded survey control is available for this station.
 JO0439
 JO0439_MARKER: DB = BENCH MARK DISK
 JO0439_SETTING: 66 = SET IN ROCK OUTCROP
 JO0439_STAMPING: T 378 1984
 JO0439_MARK LOGO: NGS
 JO0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0439+STABILITY: POSITION/ELEVATION WELL
 JO0439
 JO0439  HISTORY     - Date     Condition        Report By
 JO0439  HISTORY     - 1984     MONUMENTED       NGS
 JO0439
 JO0439                          STATION DESCRIPTION
 JO0439
 JO0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0439'49.9 KM (31.2 MI) WEST FROM MILFORD.
 JO0439'49.9 KM (31.2 MI) WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 JO0439'STATE HIGHWAY 257 AT MILFORD, IN TOP OF AND 1.8 METERS (6 FT) NORTH OF
 JO0439'THE SOUTH END OF A MASSIVE PORTION OF RYOLITE OUTCROP PROJECTING 2
 JO0439'FEET ABOVE THE SURFACE OF THE GROUND, 1.1 KM (0.7 MI) SOUTHEAST OF THE
 JO0439'WAH WAH SUMMIT, AT THE NORTHWEST END OF A CURVE, 0.55 KM (0.35 MI)
 JO0439'NORTHWEST OF MILEPOST 46, 39.1 METERS (65 FT) WEST OF A TELEPHONE POLE
 JO0439'AND 1.5 METERS (5 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE ROCK.
 JO0439'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 JO0439'THE MARK IS 4.8 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0659 ***********************************************************************
 MS0659  DESIGNATION -  T 378 BE CO
 MS0659  PID         -  MS0659
 MS0659  STATE/COUNTY-  UT/BOX ELDER
 MS0659  COUNTRY     -  US
 MS0659  USGS QUAD   -  PROHIBITION SPRING (2017)
 MS0659
 MS0659                         *CURRENT SURVEY CONTROL
 MS0659  ______________________________________________________________________
 MS0659* NAD 83(1986) POSITION- 41 31 29.     (N) 113 35 46.     (W)   SCALED
 MS0659* NAVD 88 ORTHO HEIGHT -  1450.023 (meters)     4757.28  (feet) ADJUSTED
 MS0659  ______________________________________________________________________
 MS0659  GEOID HEIGHT    -        -16.266 (meters)                     GEOID18
 MS0659  DYNAMIC HEIGHT  -       1448.964 (meters)     4753.81  (feet) COMP
 MS0659  MODELED GRAVITY -    979,842.4   (mgal)                       NAVD 88
 MS0659
 MS0659  VERT ORDER      -  FIRST     CLASS II
 MS0659
 MS0659.The horizontal coordinates were scaled from a map and have
 MS0659.an estimated accuracy of +/- 6 seconds.
 MS0659
 MS0659.The orthometric height was determined by differential leveling and
 MS0659.adjusted by the NATIONAL GEODETIC SURVEY
 MS0659.in June 1991.
 MS0659
 MS0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0659.GEOID18 height accuracy estimate available here.
 MS0659
 MS0659.Click photographs - Photos may exist for this station.
 MS0659
 MS0659.The dynamic height is computed by dividing the NAVD 88
 MS0659.geopotential number by the normal gravity value computed on the
 MS0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0659.degrees latitude (g = 980.6199 gals.).
 MS0659
 MS0659.The modeled gravity was interpolated from observed gravity values.
 MS0659
 MS0659;                    North         East    Units  Estimated Accuracy
 MS0659;SPC UT N     - 1,134,420.      325,070.      MT  (+/- 180 meters Scaled)
 MS0659
 MS0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM833002(NAD 83)
 MS0659
 MS0659                          SUPERSEDED SURVEY CONTROL
 MS0659
 MS0659.No superseded survey control is available for this station.
 MS0659
 MS0659_MARKER: I = METAL ROD
 MS0659_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0659_STAMPING: T 378 1984
 MS0659_MARK LOGO: NGS
 MS0659_PROJECTION: FLUSH
 MS0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0659_ROD/PIPE-DEPTH: 9.7 meters
 MS0659
 MS0659  HISTORY     - Date     Condition        Report By
 MS0659  HISTORY     - 1984     MONUMENTED       NGS
 MS0659
 MS0659                          STATION DESCRIPTION
 MS0659
 MS0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0659'46.2 KM (28.7 MI) SW FROM PARK VALLEY.
 MS0659'46.25 KM (28.74 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0659'AT PARK VALLEY, NEAR MILEPOST 27 AND IN LINE WITH A ROW OF POWER
 MS0659'POLES, 18.61 KM (11.56 MI) SOUTH OF THE T JUNCTION OF MUDDY RANCH
 MS0659'ROAD, 43.9 METERS (144 FT) WEST OF THE HIGHWAY CENTERLINE,
 MS0659'127.4 METERS (418 FT) NORTHEAST OF SECTION CORNER T9NR15W, 71.3 METERS
 MS0659'(234 FT) NORTHWEST ACROSS THE HIGHWAY FROM MILEPOST 27 AND 2.1 METERS
 MS0659'(7 FT) SOUTH OF A POWER POLE.
 MS0659'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 MS0659'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0482 ***********************************************************************
 LN0482  DESIGNATION -  T 379
 LN0482  PID         -  LN0482
 LN0482  STATE/COUNTY-  UT/UINTAH
 LN0482  COUNTRY     -  US
 LN0482  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0482
 LN0482                         *CURRENT SURVEY CONTROL
 LN0482  ______________________________________________________________________
 LN0482* NAD 83(1986) POSITION- 40 40 08.     (N) 109 28 52.     (W)   SCALED
 LN0482* NAVD 88 ORTHO HEIGHT -  2442.650 (meters)     8013.93  (feet) ADJUSTED
 LN0482  ______________________________________________________________________
 LN0482  GEOID HEIGHT    -        -14.516 (meters)                     GEOID18
 LN0482  DYNAMIC HEIGHT  -       2440.265 (meters)     8006.10  (feet) COMP
 LN0482  MODELED GRAVITY -    979,558.8   (mgal)                       NAVD 88
 LN0482
 LN0482  VERT ORDER      -  FIRST     CLASS II
 LN0482
 LN0482.The horizontal coordinates were scaled from a map and have
 LN0482.an estimated accuracy of +/- 6 seconds.
 LN0482
 LN0482.The orthometric height was determined by differential leveling and
 LN0482.adjusted by the NATIONAL GEODETIC SURVEY
 LN0482.in June 1991.
 LN0482
 LN0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0482.GEOID18 height accuracy estimate available here.
 LN0482
 LN0482.Click photographs - Photos may exist for this station.
 LN0482
 LN0482.The dynamic height is computed by dividing the NAVD 88
 LN0482.geopotential number by the normal gravity value computed on the
 LN0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0482.degrees latitude (g = 980.6199 gals.).
 LN0482
 LN0482.The modeled gravity was interpolated from observed gravity values.
 LN0482
 LN0482;                    North         East    Units  Estimated Accuracy
 LN0482;SPC UT C     - 2,261,230.      670,690.      MT  (+/- 180 meters Scaled)
 LN0482
 LN0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL283031(NAD 83)
 LN0482
 LN0482                          SUPERSEDED SURVEY CONTROL
 LN0482
 LN0482.No superseded survey control is available for this station.
 LN0482
 LN0482_MARKER: I = METAL ROD
 LN0482_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0482_STAMPING: T 379 1984
 LN0482_MARK LOGO: NGS
 LN0482_PROJECTION: FLUSH
 LN0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0482_ROD/PIPE-DEPTH: 4.9 meters
 LN0482
 LN0482  HISTORY     - Date     Condition        Report By
 LN0482  HISTORY     - 1984     MONUMENTED       NGS
 LN0482
 LN0482                          STATION DESCRIPTION
 LN0482
 LN0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0482'30.6 KM (19.0 MI) NORTH FROM VERNAL.
 LN0482'30.6 KM (19.0 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0482'WITH U.S. HIGHWAY 40 IN VERNAL, 0.2 KM (0.1 MI) SOUTH OF MILEPOST 220,
 LN0482'9.2 M (30.2 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND CATTLE
 LN0482'GUARD, 5.2 M (17.1 FT) EAST OF A FENCE CORNER, AND 3.4 M (11.2 FT)
 LN0482'SOUTHEAST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 LN0482'5-INCH LOGO CAP.
 LN0482'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LN0482'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0323 ***********************************************************************
 KO0323  DESIGNATION -  T 38
 KO0323  PID         -  KO0323
 KO0323  STATE/COUNTY-  UT/MILLARD
 KO0323  COUNTRY     -  US
 KO0323  USGS QUAD   -  WHIRLWIND VALLEY SW (2017)
 KO0323
 KO0323                         *CURRENT SURVEY CONTROL
 KO0323  ______________________________________________________________________
 KO0323* NAD 83(1986) POSITION- 39 15 38.     (N) 113 11 16.     (W)   SCALED
 KO0323* NAVD 88 ORTHO HEIGHT -  1571.699 (meters)     5156.48  (feet) ADJUSTED
 KO0323  ______________________________________________________________________
 KO0323  GEOID HEIGHT    -        -19.839 (meters)                     GEOID18
 KO0323  DYNAMIC HEIGHT  -       1570.189 (meters)     5151.53  (feet) COMP
 KO0323  MODELED GRAVITY -    979,611.2   (mgal)                       NAVD 88
 KO0323
 KO0323  VERT ORDER      -  SECOND    CLASS 0
 KO0323
 KO0323.The horizontal coordinates were scaled from a map and have
 KO0323.an estimated accuracy of +/- 6 seconds.
 KO0323
 KO0323.The orthometric height was determined by differential leveling and
 KO0323.adjusted by the NATIONAL GEODETIC SURVEY
 KO0323.in June 1991.
 KO0323
 KO0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0323.GEOID18 height accuracy estimate available here.
 KO0323
 KO0323.Click photographs - Photos may exist for this station.
 KO0323
 KO0323.The dynamic height is computed by dividing the NAVD 88
 KO0323.geopotential number by the normal gravity value computed on the
 KO0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0323.degrees latitude (g = 980.6199 gals.).
 KO0323
 KO0323.The modeled gravity was interpolated from observed gravity values.
 KO0323
 KO0323;                    North         East    Units  Estimated Accuracy
 KO0323;SPC UT C     - 2,104,310.      354,350.      MT  (+/- 180 meters Scaled)
 KO0323
 KO0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ112479(NAD 83)
 KO0323
 KO0323                          SUPERSEDED SURVEY CONTROL
 KO0323
 KO0323  NGVD 29 (??/??/92) 1570.562  (m)         5152.75   (f) ADJ UNCH    2 0
 KO0323
 KO0323.Superseded values are not recommended for survey control.
 KO0323
 KO0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0323.See file dsdata.pdf to determine how the superseded data were derived.
 KO0323
 KO0323_MARKER: DB = BENCH MARK DISK
 KO0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0323_STAMPING: T 38 1934
 KO0323_MARK LOGO: CGS
 KO0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0323+STABILITY: SURFACE MOTION
 KO0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0323+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2021
 KO0323
 KO0323  HISTORY     - Date     Condition        Report By
 KO0323  HISTORY     - 1934     MONUMENTED       CGS
 KO0323  HISTORY     - 1958     GOOD             USGS
 KO0323  HISTORY     - 20160713 GOOD             NGS
 KO0323  HISTORY     - 20210623 GOOD             NGSTM
 KO0323
 KO0323                          STATION DESCRIPTION
 KO0323
 KO0323'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 KO0323'27.5 MI W FROM HINCKLEY.
 KO0323'27.5 MILES WEST ALONG OLD HIGHWAY 6 FROM HINCKLEY, MILLARD COUNTY, 201
 KO0323'FEET SOUTHWEST OF A DIP INTO A SMALL DRY WASH.  105 FEET SOUTHEAST OF
 KO0323'A CROSS ROADS AND 50 FEET SOUTH OF CENTER OF ROAD.  A STANDARD DISK
 KO0323'STAMPED T 38 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KO0323
 KO0323                          STATION RECOVERY (2016)
 KO0323
 KO0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016 (DW)
 KO0323'SITE AT JUNCTION OF OLD US 6 AND 50 (GRAVEL, PRE-1960S) AND LONG
 KO0323'RIDGE RESERVOIR ROAD (GRAVEL, GOES TO TRILOBITE QUARRIES).  IT IS
 KO0323'10.4 MILES NORTH OF CURRENT US 6 AND 50.
 KO0323
 KO0323                          STATION RECOVERY (2021)
 KO0323
 KO0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2021 (DW)
 KO0323'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0603 ***********************************************************************
 MS0603  DESIGNATION -  T 380
 MS0603  PID         -  MS0603
 MS0603  STATE/COUNTY-  UT/BOX ELDER
 MS0603  COUNTRY     -  US
 MS0603  USGS QUAD   -  MONUMENT POINT (2017)
 MS0603
 MS0603                         *CURRENT SURVEY CONTROL
 MS0603  ______________________________________________________________________
 MS0603* NAD 83(1986) POSITION- 41 43 09.     (N) 112 49 26.     (W)   SCALED
 MS0603* NAVD 88 ORTHO HEIGHT -  1295.149 (meters)     4249.17  (feet) ADJUSTED
 MS0603  ______________________________________________________________________
 MS0603  GEOID HEIGHT    -        -15.626 (meters)                     GEOID18
 MS0603  DYNAMIC HEIGHT  -       1294.286 (meters)     4246.34  (feet) COMP
 MS0603  MODELED GRAVITY -    979,911.3   (mgal)                       NAVD 88
 MS0603
 MS0603  VERT ORDER      -  FIRST     CLASS II
 MS0603
 MS0603.The horizontal coordinates were scaled from a map and have
 MS0603.an estimated accuracy of +/- 6 seconds.
 MS0603
 MS0603.The orthometric height was determined by differential leveling and
 MS0603.adjusted by the NATIONAL GEODETIC SURVEY
 MS0603.in June 1991.
 MS0603
 MS0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0603.GEOID18 height accuracy estimate available here.
 MS0603
 MS0603.Click photographs - Photos may exist for this station.
 MS0603
 MS0603.The dynamic height is computed by dividing the NAVD 88
 MS0603.geopotential number by the normal gravity value computed on the
 MS0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0603.degrees latitude (g = 980.6199 gals.).
 MS0603
 MS0603.The modeled gravity was interpolated from observed gravity values.
 MS0603
 MS0603;                    North         East    Units  Estimated Accuracy
 MS0603;SPC UT N     - 1,154,740.      389,840.      MT  (+/- 180 meters Scaled)
 MS0603
 MS0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM482202(NAD 83)
 MS0603
 MS0603                          SUPERSEDED SURVEY CONTROL
 MS0603
 MS0603.No superseded survey control is available for this station.
 MS0603
 MS0603_MARKER: I = METAL ROD
 MS0603_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0603+WITH SETTING: INFORMATION.
 MS0603_STAMPING: T 380 1984
 MS0603_MARK LOGO: NGS
 MS0603_PROJECTION: FLUSH
 MS0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0603_ROD/PIPE-DEPTH: 0.9 meters
 MS0603
 MS0603  HISTORY     - Date     Condition        Report By
 MS0603  HISTORY     - 1984     MONUMENTED       NGS
 MS0603
 MS0603                          STATION DESCRIPTION
 MS0603
 MS0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0603'29.6 KM (18.4 MI) NW FROM PROMONTORY.
 MS0603'1.58 KM (0.98 MI) NORTH ALONG A PAVED ROAD FROM THE GOLDEN SPIKE
 MS0603'MONUMENT IN PROMONTORY, THENCE 27.99 KM (17.40 MI) WEST ALONG A GRAVEL
 MS0603'ROAD, AT THE BASE OF THE SOUTH SLOPE OF A GRASSY HILL, 2.53 KM
 MS0603'(1.57 MI) NORTHEAST OF MONUMENT POINT AND 12.2 METERS (40 FT) NORTH OF
 MS0603'THE CENTER OF THE ROAD.
 MS0603'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 MS0603'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AE4649 ***********************************************************************
 AE4649  DESIGNATION -  T 383
 AE4649  PID         -  AE4649
 AE4649  STATE/COUNTY-  UT/SALT LAKE
 AE4649  COUNTRY     -  US
 AE4649  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 AE4649
 AE4649                         *CURRENT SURVEY CONTROL
 AE4649  ______________________________________________________________________
 AE4649* NAD 83(1986) POSITION- 40 41 12.2    (N) 111 53 58.8    (W)   HD_HELD2
 AE4649* NAVD 88 ORTHO HEIGHT -  1303.047 (meters)     4275.08  (feet) ADJUSTED
 AE4649  ______________________________________________________________________
 AE4649  GEOID HEIGHT    -        -17.007 (meters)                     GEOID18
 AE4649  DYNAMIC HEIGHT  -       1302.001 (meters)     4271.65  (feet) COMP
 AE4649  MODELED GRAVITY -    979,777.4   (mgal)                       NAVD 88
 AE4649
 AE4649  VERT ORDER      -  FIRST     CLASS II
 AE4649
 AE4649.The horizontal coordinates were established by autonomous hand held GPS
 AE4649.observations and have an estimated accuracy of +/- 10 meters.
 AE4649
 AE4649.The orthometric height was determined by differential leveling and
 AE4649.adjusted by the NATIONAL GEODETIC SURVEY
 AE4649.in July 2002.
 AE4649
 AE4649.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4649.GEOID18 height accuracy estimate available here.
 AE4649
 AE4649.Click photographs - Photos may exist for this station.
 AE4649
 AE4649.The dynamic height is computed by dividing the NAVD 88
 AE4649.geopotential number by the normal gravity value computed on the
 AE4649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4649.degrees latitude (g = 980.6199 gals.).
 AE4649
 AE4649.The modeled gravity was interpolated from observed gravity values.
 AE4649
 AE4649;                    North         East    Units  Estimated Accuracy
 AE4649;SPC UT C     - 2,261,357.      466,215.      MT  (+/- 10 meters HH2 GPS)
 AE4649
 AE4649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2397904370(NAD 83)
 AE4649
 AE4649                          SUPERSEDED SURVEY CONTROL
 AE4649
 AE4649.No superseded survey control is available for this station.
 AE4649
 AE4649_MARKER: DV = VERTICAL CONTROL DISK
 AE4649_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE4649_SP_SET: PIER
 AE4649_STAMPING: T 383 1997
 AE4649_MARK LOGO: NGS
 AE4649_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4649_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4649+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4649
 AE4649  HISTORY     - Date     Condition        Report By
 AE4649  HISTORY     - 1997     MONUMENTED       NGS
 AE4649
 AE4649                          STATION DESCRIPTION
 AE4649
 AE4649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4649'IN SOUTH SALT LAKE CITY, AT THE INTERSECTION OF 3900 SOUTH STREET AND
 AE4649'THE UNION PACIFIC RAILROAD, SET VERTICALLY IN THE NORTH FACE OF THE
 AE4649'MOST NORTHERLY OF 3 COLUMNS OF THE 1ST PIER WEST OF THE EAST ABUTMENT
 AE4649'OF THE STREET OVERPASS OF THE RAILROAD, 9.1 M (29.9 FT) NORTH OF THE
 AE4649'STREET CENTER, 3.1 M (10.2 FT) NORTHEAST OF THE NEAR RAIL, 1.3 M (4.3
 AE4649'FT) ABOVE THE GROUND SURFACE, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF
 AE4649'THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0426 ***********************************************************************
 LN0426  DESIGNATION -  T 385
 LN0426  PID         -  LN0426
 LN0426  STATE/COUNTY-  UT/DAGGETT
 LN0426  COUNTRY     -  US
 LN0426  USGS QUAD   -  MANILA (2017)
 LN0426
 LN0426                         *CURRENT SURVEY CONTROL
 LN0426  ______________________________________________________________________
 LN0426* NAD 83(1986) POSITION- 40 56 10.     (N) 109 42 06.     (W)   SCALED
 LN0426* NAVD 88 ORTHO HEIGHT -  2036.480 (meters)     6681.35  (feet) ADJUSTED
 LN0426  ______________________________________________________________________
 LN0426  GEOID HEIGHT    -        -13.739 (meters)                     GEOID18
 LN0426  DYNAMIC HEIGHT  -       2034.679 (meters)     6675.44  (feet) COMP
 LN0426  MODELED GRAVITY -    979,666.4   (mgal)                       NAVD 88
 LN0426
 LN0426  VERT ORDER      -  FIRST     CLASS II
 LN0426
 LN0426.The horizontal coordinates were scaled from a map and have
 LN0426.an estimated accuracy of +/- 6 seconds.
 LN0426
 LN0426.The orthometric height was determined by differential leveling and
 LN0426.adjusted by the NATIONAL GEODETIC SURVEY
 LN0426.in June 1991.
 LN0426
 LN0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0426.GEOID18 height accuracy estimate available here.
 LN0426
 LN0426.Click photographs - Photos may exist for this station.
 LN0426
 LN0426.The dynamic height is computed by dividing the NAVD 88
 LN0426.geopotential number by the normal gravity value computed on the
 LN0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0426.degrees latitude (g = 980.6199 gals.).
 LN0426
 LN0426.The modeled gravity was interpolated from observed gravity values.
 LN0426
 LN0426;                    North         East    Units  Estimated Accuracy
 LN0426;SPC UT N     - 1,068,510.      651,430.      MT  (+/- 180 meters Scaled)
 LN0426
 LN0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL092324(NAD 83)
 LN0426
 LN0426                          SUPERSEDED SURVEY CONTROL
 LN0426
 LN0426.No superseded survey control is available for this station.
 LN0426
 LN0426_MARKER: DV = VERTICAL CONTROL DISK
 LN0426_SETTING: 66 = SET IN ROCK OUTCROP
 LN0426_STAMPING: T 385 1984
 LN0426_MARK LOGO: NGS
 LN0426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0426+STABILITY: POSITION/ELEVATION WELL
 LN0426
 LN0426  HISTORY     - Date     Condition        Report By
 LN0426  HISTORY     - 1984     MONUMENTED       NGS
 LN0426
 LN0426                          STATION DESCRIPTION
 LN0426
 LN0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0426'6.9 KM (4.3 MI) SOUTH FROM MANILA.
 LN0426'6.9 KM (4.3 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0426'WITH STATE HIGHWAY 43 IN MANILA, IN THE CENTER OF A 2 BY 2 FOOT
 LN0426'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.3 KM (0.2 MI) NORTHEAST OF
 LN0426'A INFORMATION SIGN (FLAMING GORGE NATIONAL RECREATION AREA), 30.0 M
 LN0426'(98.4 FT) NORTH OF THE SOUTH END OF THE HIGHWAY CUT, 10.8 M (35.4 FT)
 LN0426'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 6.5 M (21.3 FT) SOUTH OF
 LN0426'THE EXTENDED CENTER OF A DIRT ROAD LEADING NORTHEAST.
 LN0426'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LN0426'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0458 ***********************************************************************
 LN0458  DESIGNATION -  T 386
 LN0458  PID         -  LN0458
 LN0458  STATE/COUNTY-  UT/DAGGETT
 LN0458  COUNTRY     -  US
 LN0458  USGS QUAD   -  EAST PARK RESERVOIR (2017)
 LN0458
 LN0458                         *CURRENT SURVEY CONTROL
 LN0458  ______________________________________________________________________
 LN0458* NAD 83(1986) POSITION- 40 52 09.     (N) 109 30 36.     (W)   SCALED
 LN0458* NAVD 88 ORTHO HEIGHT -  2289.134 (meters)     7510.27  (feet) ADJUSTED
 LN0458  ______________________________________________________________________
 LN0458  GEOID HEIGHT    -        -13.705 (meters)                     GEOID18
 LN0458  DYNAMIC HEIGHT  -       2286.993 (meters)     7503.24  (feet) COMP
 LN0458  MODELED GRAVITY -    979,605.7   (mgal)                       NAVD 88
 LN0458
 LN0458  VERT ORDER      -  FIRST     CLASS II
 LN0458
 LN0458.The horizontal coordinates were scaled from a map and have
 LN0458.an estimated accuracy of +/- 6 seconds.
 LN0458
 LN0458.The orthometric height was determined by differential leveling and
 LN0458.adjusted by the NATIONAL GEODETIC SURVEY
 LN0458.in June 1991.
 LN0458
 LN0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0458.GEOID18 height accuracy estimate available here.
 LN0458
 LN0458.Click photographs - Photos may exist for this station.
 LN0458
 LN0458.The dynamic height is computed by dividing the NAVD 88
 LN0458.geopotential number by the normal gravity value computed on the
 LN0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0458.degrees latitude (g = 980.6199 gals.).
 LN0458
 LN0458.The modeled gravity was interpolated from observed gravity values.
 LN0458
 LN0458;                    North         East    Units  Estimated Accuracy
 LN0458;SPC UT N     - 1,061,420.      667,740.      MT  (+/- 180 meters Scaled)
 LN0458
 LN0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL255253(NAD 83)
 LN0458
 LN0458                          SUPERSEDED SURVEY CONTROL
 LN0458
 LN0458.No superseded survey control is available for this station.
 LN0458
 LN0458_MARKER: DV = VERTICAL CONTROL DISK
 LN0458_SETTING: 66 = SET IN ROCK OUTCROP
 LN0458_STAMPING: T 386 1984
 LN0458_MARK LOGO: NGS
 LN0458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0458+STABILITY: POSITION/ELEVATION WELL
 LN0458
 LN0458  HISTORY     - Date     Condition        Report By
 LN0458  HISTORY     - 1984     MONUMENTED       NGS
 LN0458  HISTORY     - 20060520 MARK NOT FOUND   GEOCAC
 LN0458
 LN0458                          STATION DESCRIPTION
 LN0458
 LN0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0458'41.7 KM (25.9 MI) SOUTH FROM MANILA.
 LN0458'41.7 KM (25.9 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0458'WITH STATE HIGHWAY 43 IN MANILA, SET IN THE CENTER OF A 2 BY 4 FOOT
 LN0458'EXPOSED AREA OF OUTCROPPING BEDROCK, 0.6 KM (0.35 MI) NORTHEAST OF
 LN0458'MILEPOST 2, 2.6 KM (1.6 MI) NORTHWEST OF U.S. HIGHWAY 191, AND 8.6 M
 LN0458'(28.2 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 44.
 LN0458'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LN0458'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 LN0458
 LN0458                          STATION RECOVERY (2006)
 LN0458
 LN0458'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LN0458'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0058 ***********************************************************************
 KN0058  DESIGNATION -  T 39
 KN0058  PID         -  KN0058
 KN0058  STATE/COUNTY-  UT/EMERY
 KN0058  COUNTRY     -  US
 KN0058  USGS QUAD   -  BOB HILL KNOLL (2017)
 KN0058
 KN0058                         *CURRENT SURVEY CONTROL
 KN0058  ______________________________________________________________________
 KN0058* NAD 83(1986) POSITION- 39 09 11.     (N) 110 37 44.     (W)   SCALED
 KN0058* NAVD 88 ORTHO HEIGHT -  1896.512 (meters)     6222.14  (feet) ADJUSTED
 KN0058  ______________________________________________________________________
 KN0058  GEOID HEIGHT    -        -18.390 (meters)                     GEOID18
 KN0058  DYNAMIC HEIGHT  -       1894.536 (meters)     6215.66  (feet) COMP
 KN0058  MODELED GRAVITY -    979,517.6   (mgal)                       NAVD 88
 KN0058
 KN0058  VERT ORDER      -  SECOND    CLASS 0
 KN0058
 KN0058.The horizontal coordinates were scaled from a map and have
 KN0058.an estimated accuracy of +/- 6 seconds.
 KN0058
 KN0058.The orthometric height was determined by differential leveling and
 KN0058.adjusted by the NATIONAL GEODETIC SURVEY
 KN0058.in June 1991.
 KN0058
 KN0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0058.GEOID18 height accuracy estimate available here.
 KN0058
 KN0058.Click photographs - Photos may exist for this station.
 KN0058
 KN0058.The dynamic height is computed by dividing the NAVD 88
 KN0058.geopotential number by the normal gravity value computed on the
 KN0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0058.degrees latitude (g = 980.6199 gals.).
 KN0058
 KN0058.The modeled gravity was interpolated from observed gravity values.
 KN0058
 KN0058;                    North         East    Units  Estimated Accuracy
 KN0058;SPC UT C     - 2,091,370.      575,300.      MT  (+/- 180 meters Scaled)
 KN0058
 KN0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ320338(NAD 83)
 KN0058
 KN0058                          SUPERSEDED SURVEY CONTROL
 KN0058
 KN0058  NGVD 29 (??/??/92) 1895.387  (m)         6218.45   (f) ADJ UNCH    2 0
 KN0058
 KN0058.Superseded values are not recommended for survey control.
 KN0058
 KN0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0058.See file dsdata.pdf to determine how the superseded data were derived.
 KN0058
 KN0058_MARKER: DB = BENCH MARK DISK
 KN0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0058_STAMPING: T 39 1934
 KN0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0058+STABILITY: SURFACE MOTION
 KN0058
 KN0058  HISTORY     - Date     Condition        Report By
 KN0058  HISTORY     - 1934     MONUMENTED       CGS
 KN0058
 KN0058                          STATION DESCRIPTION
 KN0058
 KN0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0058'23.8 MI E FROM CASTLE DALE.
 KN0058'ABOUT 23.8 MILES EAST ALONG THE TRAIL TO GREEN RIVER FROM THE
 KN0058'COURTHOUSE AT CASTLE DALE, EMERY COUNTY, ABOUT 3/4 MILE SOUTH OF CUDER
 KN0058'MOUNTAIN, IN A LARGE FLAT SURROUNDED BY HIGHER GROUND, AND NEAR A
 KN0058'WOODEN POST PAINTED WHITE.  A STANDARD DISK, STAMPED T 39 1934 AND SET
 KN0058'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0237 ***********************************************************************
 JO0237  DESIGNATION -  T 4
 JO0237  PID         -  JO0237
 JO0237  STATE/COUNTY-  UT/MILLARD
 JO0237  COUNTRY     -  US
 JO0237  USGS QUAD   -  CAT CANYON (2017)
 JO0237
 JO0237                         *CURRENT SURVEY CONTROL
 JO0237  ______________________________________________________________________
 JO0237* NAD 83(1986) POSITION- 38 46 52.     (N) 112 54 00.     (W)   SCALED
 JO0237* NAVD 88 ORTHO HEIGHT -  1474.329 (meters)     4837.03  (feet) ADJUSTED
 JO0237  ______________________________________________________________________
 JO0237  GEOID HEIGHT    -        -20.211 (meters)                     GEOID18
 JO0237  DYNAMIC HEIGHT  -       1472.873 (meters)     4832.25  (feet) COMP
 JO0237  MODELED GRAVITY -    979,589.3   (mgal)                       NAVD 88
 JO0237
 JO0237  VERT ORDER      -  FIRST     CLASS I
 JO0237
 JO0237.The horizontal coordinates were scaled from a map and have
 JO0237.an estimated accuracy of +/- 6 seconds.
 JO0237
 JO0237.The orthometric height was determined by differential leveling and
 JO0237.adjusted by the NATIONAL GEODETIC SURVEY
 JO0237.in June 1991.
 JO0237
 JO0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0237.GEOID18 height accuracy estimate available here.
 JO0237
 JO0237.Click photographs - Photos may exist for this station.
 JO0237
 JO0237.The dynamic height is computed by dividing the NAVD 88
 JO0237.geopotential number by the normal gravity value computed on the
 JO0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0237.degrees latitude (g = 980.6199 gals.).
 JO0237
 JO0237.The modeled gravity was interpolated from observed gravity values.
 JO0237
 JO0237;                    North         East    Units  Estimated Accuracy
 JO0237;SPC UT C     - 2,050,670.      378,350.      MT  (+/- 180 meters Scaled)
 JO0237
 JO0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH349942(NAD 83)
 JO0237
 JO0237                          SUPERSEDED SURVEY CONTROL
 JO0237
 JO0237  NGVD 29 (??/??/92) 1473.248  (m)         4833.48   (f) ADJ UNCH    1 1
 JO0237
 JO0237.Superseded values are not recommended for survey control.
 JO0237
 JO0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0237.See file dsdata.pdf to determine how the superseded data were derived.
 JO0237
 JO0237_MARKER: P = PIPE CAP
 JO0237_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JO0237_STAMPING: ELEV. 4833.481 FT.
 JO0237_MARK LOGO: CGS
 JO0237_MAGNETIC: P = MARKER IS A STEEL PIPE
 JO0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0237
 JO0237  HISTORY     - Date     Condition        Report By
 JO0237  HISTORY     - 1908     MONUMENTED       CGS
 JO0237  HISTORY     - 1970     GOOD             NGS
 JO0237
 JO0237                          STATION DESCRIPTION
 JO0237
 JO0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0237'6.1 MI NE FROM BLACK ROCK.
 JO0237'6.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JO0237'AT BLACK ROCK, 77 1/2 FEET SOUTHWEST OF MILEPOLE 605.50, 81.0 FEET
 JO0237'NORTHWEST OF THE NORTHWEST RAIL, 16.6 FEET SOUTHEAST OF A FENCE, 1.4
 JO0237'FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE TRACK,
 JO0237'AND SCREDWED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT
 JO0237'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0251 ***********************************************************************
 KN0251  DESIGNATION -  T 40
 KN0251  PID         -  KN0251
 KN0251  STATE/COUNTY-  UT/EMERY
 KN0251  COUNTRY     -  US
 KN0251  USGS QUAD   -  FERRON (2017)
 KN0251
 KN0251                         *CURRENT SURVEY CONTROL
 KN0251  ______________________________________________________________________
 KN0251* NAD 83(1986) POSITION- 39 00 10.     (N) 111 09 32.     (W)   SCALED
 KN0251* NAVD 88 ORTHO HEIGHT -  1908.832 (meters)     6262.56  (feet) ADJUSTED
 KN0251  ______________________________________________________________________
 KN0251  GEOID HEIGHT    -        -17.616 (meters)                     GEOID18
 KN0251  DYNAMIC HEIGHT  -       1906.796 (meters)     6255.88  (feet) COMP
 KN0251  MODELED GRAVITY -    979,493.2   (mgal)                       NAVD 88
 KN0251
 KN0251  VERT ORDER      -  SECOND    CLASS 0
 KN0251
 KN0251.The horizontal coordinates were scaled from a map and have
 KN0251.an estimated accuracy of +/- 6 seconds.
 KN0251
 KN0251.The orthometric height was determined by differential leveling and
 KN0251.adjusted by the NATIONAL GEODETIC SURVEY
 KN0251.in June 1991.
 KN0251
 KN0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0251.GEOID18 height accuracy estimate available here.
 KN0251
 KN0251.Click photographs - Photos may exist for this station.
 KN0251
 KN0251.The dynamic height is computed by dividing the NAVD 88
 KN0251.geopotential number by the normal gravity value computed on the
 KN0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0251.degrees latitude (g = 980.6199 gals.).
 KN0251
 KN0251.The modeled gravity was interpolated from observed gravity values.
 KN0251
 KN0251;                    North         East    Units  Estimated Accuracy
 KN0251;SPC UT C     - 2,074,380.      529,550.      MT  (+/- 180 meters Scaled)
 KN0251
 KN0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ862170(NAD 83)
 KN0251
 KN0251                          SUPERSEDED SURVEY CONTROL
 KN0251
 KN0251  NGVD 29 (??/??/92) 1907.652  (m)         6258.69   (f) ADJ UNCH    2 0
 KN0251
 KN0251.Superseded values are not recommended for survey control.
 KN0251
 KN0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0251.See file dsdata.pdf to determine how the superseded data were derived.
 KN0251
 KN0251_MARKER: DB = BENCH MARK DISK
 KN0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0251_STAMPING: T 40 1934
 KN0251_MARK LOGO: CGS
 KN0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0251+STABILITY: SURFACE MOTION
 KN0251
 KN0251  HISTORY     - Date     Condition        Report By
 KN0251  HISTORY     - 1934     MONUMENTED       CGS
 KN0251  HISTORY     - 1968     MARK NOT FOUND   USGS
 KN0251
 KN0251                          STATION DESCRIPTION
 KN0251
 KN0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0251'6.9 MI S FROM FERRON.
 KN0251'ABOUT 6.9 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE FERRON HILLS
 KN0251'SERVICE STATION AT FERRON, EMERY COUNTY, AT A FORK ON THE HIGHWAY,
 KN0251'JUST SOUTHWEST OF A HOUSE, AND 27 FEET WEST OF THE CENTER LINE OF THE
 KN0251'HIGHWAY.  A STANDARD DISK, STAMPED T 40 1934 AND SET IN THE TOP OF A
 KN0251'CONCRETE POST.
 KN0251
 KN0251                          STATION RECOVERY (1968)
 KN0251
 KN0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KN0251'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0237 ***********************************************************************
 KN0237  DESIGNATION -  T 41
 KN0237  PID         -  KN0237
 KN0237  STATE/COUNTY-  UT/SANPETE
 KN0237  COUNTRY     -  US
 KN0237  USGS QUAD   -  DANISH KNOLL (2017)
 KN0237
 KN0237                         *CURRENT SURVEY CONTROL
 KN0237  ______________________________________________________________________
 KN0237* NAD 83(1986) POSITION- 39 19 28.     (N) 111 29 28.     (W)   SCALED
 KN0237* NAVD 88 ORTHO HEIGHT -  2601.753 (meters)     8535.92  (feet) ADJUSTED
 KN0237  ______________________________________________________________________
 KN0237  GEOID HEIGHT    -        -16.657 (meters)                     GEOID18
 KN0237  DYNAMIC HEIGHT  -       2598.737 (meters)     8526.02  (feet) COMP
 KN0237  MODELED GRAVITY -    979,372.8   (mgal)                       NAVD 88
 KN0237
 KN0237  VERT ORDER      -  SECOND    CLASS 0
 KN0237
 KN0237.The horizontal coordinates were scaled from a map and have
 KN0237.an estimated accuracy of +/- 6 seconds.
 KN0237
 KN0237.The orthometric height was determined by differential leveling and
 KN0237.adjusted by the NATIONAL GEODETIC SURVEY
 KN0237.in June 1991.
 KN0237
 KN0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0237.GEOID18 height accuracy estimate available here.
 KN0237
 KN0237.Click photographs - Photos may exist for this station.
 KN0237
 KN0237.The dynamic height is computed by dividing the NAVD 88
 KN0237.geopotential number by the normal gravity value computed on the
 KN0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0237.degrees latitude (g = 980.6199 gals.).
 KN0237
 KN0237.The modeled gravity was interpolated from observed gravity values.
 KN0237
 KN0237;                    North         East    Units  Estimated Accuracy
 KN0237;SPC UT C     - 2,110,030.      500,770.      MT  (+/- 180 meters Scaled)
 KN0237
 KN0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ576528(NAD 83)
 KN0237
 KN0237                          SUPERSEDED SURVEY CONTROL
 KN0237
 KN0237  NGVD 29 (??/??/92) 2600.370  (m)         8531.38   (f) ADJ UNCH    2 0
 KN0237
 KN0237.Superseded values are not recommended for survey control.
 KN0237
 KN0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0237.See file dsdata.pdf to determine how the superseded data were derived.
 KN0237
 KN0237_MARKER: DB = BENCH MARK DISK
 KN0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0237_STAMPING: T 41 1934
 KN0237_MARK LOGO: CGS
 KN0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0237+STABILITY: SURFACE MOTION
 KN0237
 KN0237  HISTORY     - Date     Condition        Report By
 KN0237  HISTORY     - 1934     MONUMENTED       CGS
 KN0237
 KN0237                          STATION DESCRIPTION
 KN0237
 KN0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0237'9.2 MI E FROM EPHRAIM.
 KN0237'ABOUT 9.2 MILES EAST ALONG STATE HIGHWAY 29 FROM THE BANK OF EPHRAIM
 KN0237'AT EPHRAIM, SANPETE COUNTY, ABOUT 3 MILES ABOVE THE U.S. EXPERIMENTAL
 KN0237'GARDENS, ABOUT 75 FEET ABOVE AND DIRECTLY IN LINE WITH THE CENTER OF
 KN0237'TWO CURVES, ON THE OUTSIDE OF ANOTHER CURVE, 27 FEET SOUTH OF THE
 KN0237'CENTER LINE OF THE HIGHWAY, IN A GROUP OF PINE TREES, NEAR A SPRING,
 KN0237'AND 6 FEET WEST OF A TRAIL LEADING UP THE MOUNTAIN.  A STANDARD DISK,
 KN0237'STAMPED T 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0181 ***********************************************************************
 KN0181  DESIGNATION -  T 42
 KN0181  PID         -  KN0181
 KN0181  STATE/COUNTY-  UT/SANPETE
 KN0181  COUNTRY     -  US
 KN0181  USGS QUAD   -  MOUNT PLEASANT (2017)
 KN0181
 KN0181                         *CURRENT SURVEY CONTROL
 KN0181  ______________________________________________________________________
 KN0181* NAD 83(1986) POSITION- 39 37 24.     (N) 111 25 31.     (W)   SCALED
 KN0181* NAVD 88 ORTHO HEIGHT -  1826.965 (meters)     5993.97  (feet) ADJUSTED
 KN0181  ______________________________________________________________________
 KN0181  GEOID HEIGHT    -        -16.763 (meters)                     GEOID18
 KN0181  DYNAMIC HEIGHT  -       1825.111 (meters)     5987.89  (feet) COMP
 KN0181  MODELED GRAVITY -    979,547.3   (mgal)                       NAVD 88
 KN0181
 KN0181  VERT ORDER      -  SECOND    CLASS 0
 KN0181
 KN0181.The horizontal coordinates were scaled from a map and have
 KN0181.an estimated accuracy of +/- 6 seconds.
 KN0181
 KN0181.The orthometric height was determined by differential leveling and
 KN0181.adjusted by the NATIONAL GEODETIC SURVEY
 KN0181.in June 1991.
 KN0181
 KN0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0181.GEOID18 height accuracy estimate available here.
 KN0181
 KN0181.Click photographs - Photos may exist for this station.
 KN0181
 KN0181.The dynamic height is computed by dividing the NAVD 88
 KN0181.geopotential number by the normal gravity value computed on the
 KN0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0181.degrees latitude (g = 980.6199 gals.).
 KN0181
 KN0181.The modeled gravity was interpolated from observed gravity values.
 KN0181
 KN0181;                    North         East    Units  Estimated Accuracy
 KN0181;SPC UT C     - 2,143,220.      506,420.      MT  (+/- 180 meters Scaled)
 KN0181
 KN0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ634860(NAD 83)
 KN0181
 KN0181                          SUPERSEDED SURVEY CONTROL
 KN0181
 KN0181  NGVD 29 (??/??/92) 1825.801  (m)         5990.15   (f) ADJ UNCH    2 0
 KN0181
 KN0181.Superseded values are not recommended for survey control.
 KN0181
 KN0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0181.See file dsdata.pdf to determine how the superseded data were derived.
 KN0181
 KN0181_MARKER: DB = BENCH MARK DISK
 KN0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0181_STAMPING: T 42 1934
 KN0181_MARK LOGO: CGS
 KN0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0181+STABILITY: SURFACE MOTION
 KN0181
 KN0181  HISTORY     - Date     Condition        Report By
 KN0181  HISTORY     - 1934     MONUMENTED       CGS
 KN0181
 KN0181                          STATION DESCRIPTION
 KN0181
 KN0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0181'IN FAIRVIEW.
 KN0181'AT THE EAST EDGE OF FAIRVIEW, SANPETE COUNTY, ON THE DENVER AND RIO
 KN0181'GRANDE WESTERN RAILROAD, ABOUT 1/4 MILE NORTH OF MILEPOST 33, NEAR A
 KN0181'CROSSING SIGN, 42 FEET EAST OF THE TRACK, AND IN A FENCE CORNER.  A
 KN0181'STANDARD DISK, STAMPED T 42 1934 AND SET IN THE TOP OF A CONCRETE
 KN0181'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0283 ***********************************************************************
 KN0283  DESIGNATION -  T 43
 KN0283  PID         -  KN0283
 KN0283  STATE/COUNTY-  UT/SANPETE
 KN0283  COUNTRY     -  US
 KN0283  USGS QUAD   -  CHESTER (2017)
 KN0283
 KN0283                         *CURRENT SURVEY CONTROL
 KN0283  ______________________________________________________________________
 KN0283* NAD 83(1986) POSITION- 39 26 21.     (N) 111 34 52.     (W)   SCALED
 KN0283* NAVD 88 ORTHO HEIGHT -  1662.580 (meters)     5454.65  (feet) ADJUSTED
 KN0283  ______________________________________________________________________
 KN0283  GEOID HEIGHT    -        -17.495 (meters)                     GEOID18
 KN0283  DYNAMIC HEIGHT  -       1660.900 (meters)     5449.14  (feet) COMP
 KN0283  MODELED GRAVITY -    979,558.7   (mgal)                       NAVD 88
 KN0283
 KN0283  VERT ORDER      -  SECOND    CLASS 0
 KN0283
 KN0283.The horizontal coordinates were scaled from a map and have
 KN0283.an estimated accuracy of +/- 6 seconds.
 KN0283
 KN0283.The orthometric height was determined by differential leveling and
 KN0283.adjusted by the NATIONAL GEODETIC SURVEY
 KN0283.in June 1991.
 KN0283
 KN0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0283.GEOID18 height accuracy estimate available here.
 KN0283
 KN0283.Click photographs - Photos may exist for this station.
 KN0283
 KN0283.The dynamic height is computed by dividing the NAVD 88
 KN0283.geopotential number by the normal gravity value computed on the
 KN0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0283.degrees latitude (g = 980.6199 gals.).
 KN0283
 KN0283.The modeled gravity was interpolated from observed gravity values.
 KN0283
 KN0283;                    North         East    Units  Estimated Accuracy
 KN0283;SPC UT C     - 2,122,770.      493,020.      MT  (+/- 180 meters Scaled)
 KN0283
 KN0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ499656(NAD 83)
 KN0283
 KN0283                          SUPERSEDED SURVEY CONTROL
 KN0283
 KN0283  NGVD 29 (??/??/92) 1661.408  (m)         5450.80   (f) ADJ UNCH    2 0
 KN0283
 KN0283.Superseded values are not recommended for survey control.
 KN0283
 KN0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0283.See file dsdata.pdf to determine how the superseded data were derived.
 KN0283
 KN0283_MARKER: DB = BENCH MARK DISK
 KN0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0283_STAMPING: T 43 1934
 KN0283_MARK LOGO: CGS
 KN0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0283+STABILITY: SURFACE MOTION
 KN0283
 KN0283  HISTORY     - Date     Condition        Report By
 KN0283  HISTORY     - 1934     MONUMENTED       CGS
 KN0283
 KN0283                          STATION DESCRIPTION
 KN0283
 KN0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0283'5.8 MI N FROM EPHRAIM.
 KN0283'ABOUT 5.8 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0283'FROM THE BANK OF EPHRAIM AT EPHRAIM, SANPETE COUNTY, IN A SWAMPY AND
 KN0283'BOGGY LAND, 44 FEET EAST OF THE TRACK, 3 FEET NORTH OF A FENCE, AND IN
 KN0283'THE RIGHT-OF-WAY LINE.  A STANDARD DISK, STAMPED T 43 1934 AND SET IN
 KN0283'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0314 ***********************************************************************
 KN0314  DESIGNATION -  T 44
 KN0314  PID         -  KN0314
 KN0314  STATE/COUNTY-  UT/JUAB
 KN0314  COUNTRY     -  US
 KN0314  USGS QUAD   -  JUAB (2017)
 KN0314
 KN0314                         *CURRENT SURVEY CONTROL
 KN0314  ______________________________________________________________________
 KN0314* NAD 83(1986) POSITION- 39 35 03.     (N) 111 54 29.     (W)   SCALED
 KN0314* NAVD 88 ORTHO HEIGHT -  1584.513 (meters)     5198.52  (feet) ADJUSTED
 KN0314  ______________________________________________________________________
 KN0314  GEOID HEIGHT    -        -17.986 (meters)                     GEOID18
 KN0314  DYNAMIC HEIGHT  -       1582.990 (meters)     5193.53  (feet) COMP
 KN0314  MODELED GRAVITY -    979,609.7   (mgal)                       NAVD 88
 KN0314
 KN0314  VERT ORDER      -  SECOND    CLASS 0
 KN0314
 KN0314.The horizontal coordinates were scaled from a map and have
 KN0314.an estimated accuracy of +/- 6 seconds.
 KN0314
 KN0314.The orthometric height was determined by differential leveling and
 KN0314.adjusted by the NATIONAL GEODETIC SURVEY
 KN0314.in June 1991.
 KN0314
 KN0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0314.GEOID18 height accuracy estimate available here.
 KN0314
 KN0314.Click photographs - Photos may exist for this station.
 KN0314
 KN0314.The dynamic height is computed by dividing the NAVD 88
 KN0314.geopotential number by the normal gravity value computed on the
 KN0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0314.degrees latitude (g = 980.6199 gals.).
 KN0314
 KN0314.The modeled gravity was interpolated from observed gravity values.
 KN0314
 KN0314;                    North         East    Units  Estimated Accuracy
 KN0314;SPC UT C     - 2,138,950.      464,950.      MT  (+/- 180 meters Scaled)
 KN0314
 KN0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ220819(NAD 83)
 KN0314
 KN0314                          SUPERSEDED SURVEY CONTROL
 KN0314
 KN0314  NGVD 29 (??/??/92) 1583.327  (m)         5194.63   (f) ADJ UNCH    2 0
 KN0314
 KN0314.Superseded values are not recommended for survey control.
 KN0314
 KN0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0314.See file dsdata.pdf to determine how the superseded data were derived.
 KN0314
 KN0314_MARKER: DB = BENCH MARK DISK
 KN0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0314_STAMPING: T 44 1934
 KN0314_MARK LOGO: CGS
 KN0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0314+STABILITY: SURFACE MOTION
 KN0314
 KN0314  HISTORY     - Date     Condition        Report By
 KN0314  HISTORY     - 1934     MONUMENTED       CGS
 KN0314
 KN0314                          STATION DESCRIPTION
 KN0314
 KN0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0314'9.8 MI SW FROM NEPHI.
 KN0314'ABOUT 9.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KN0314'STATION AT NEPHI, JUAB COUNTY, OPPOSITE MILEPOST 701, 44 FEET EAST OF
 KN0314'THE TRACK, 21 FEET WEST OF THE CENTER LINE OF A ROAD, AND IN THE
 KN0314'RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED T 44 1934 AND SET
 KN0314'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0164 ***********************************************************************
 KO0164  DESIGNATION -  T 45
 KO0164  PID         -  KO0164
 KO0164  STATE/COUNTY-  UT/MILLARD
 KO0164  COUNTRY     -  US
 KO0164  USGS QUAD   -  MCCORNICK (2017)
 KO0164
 KO0164                         *CURRENT SURVEY CONTROL
 KO0164  ______________________________________________________________________
 KO0164* NAD 83(1986) POSITION- 39 14 43.     (N) 112 25 51.     (W)   SCALED
 KO0164* NAVD 88 ORTHO HEIGHT -  1433.342 (meters)     4702.56  (feet) ADJUSTED
 KO0164  ______________________________________________________________________
 KO0164  GEOID HEIGHT    -        -18.934 (meters)                     GEOID18
 KO0164  DYNAMIC HEIGHT  -       1432.030 (meters)     4698.25  (feet) COMP
 KO0164  MODELED GRAVITY -    979,661.7   (mgal)                       NAVD 88
 KO0164
 KO0164  VERT ORDER      -  SECOND    CLASS 0
 KO0164
 KO0164.The horizontal coordinates were scaled from a map and have
 KO0164.an estimated accuracy of +/- 6 seconds.
 KO0164
 KO0164.The orthometric height was determined by differential leveling and
 KO0164.adjusted by the NATIONAL GEODETIC SURVEY
 KO0164.in June 1991.
 KO0164
 KO0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0164.GEOID18 height accuracy estimate available here.
 KO0164
 KO0164.Click photographs - Photos may exist for this station.
 KO0164
 KO0164.The dynamic height is computed by dividing the NAVD 88
 KO0164.geopotential number by the normal gravity value computed on the
 KO0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0164.degrees latitude (g = 980.6199 gals.).
 KO0164
 KO0164.The modeled gravity was interpolated from observed gravity values.
 KO0164
 KO0164;                    North         East    Units  Estimated Accuracy
 KO0164;SPC UT C     - 2,101,660.      419,650.      MT  (+/- 180 meters Scaled)
 KO0164
 KO0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ765449(NAD 83)
 KO0164
 KO0164                          SUPERSEDED SURVEY CONTROL
 KO0164
 KO0164  NGVD 29 (??/??/92) 1432.270  (m)         4699.04   (f) ADJ UNCH    2 0
 KO0164
 KO0164.Superseded values are not recommended for survey control.
 KO0164
 KO0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0164.See file dsdata.pdf to determine how the superseded data were derived.
 KO0164
 KO0164_MARKER: DB = BENCH MARK DISK
 KO0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0164_STAMPING: T 45 1934
 KO0164_MARK LOGO: CGS
 KO0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0164+STABILITY: SURFACE MOTION
 KO0164
 KO0164  HISTORY     - Date     Condition        Report By
 KO0164  HISTORY     - 1934     MONUMENTED       CGS
 KO0164
 KO0164                          STATION DESCRIPTION
 KO0164
 KO0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0164'12.2 MI SE FROM DELTA.
 KO0164'ABOUT 12.2 MILES SOUTHEAST ALONG THE LOS ANGELES AND SALT LAKE
 KO0164'RAILROAD FROM THE COMMUNITY BUILDING AT DELTA, MILLARD COUNTY, 15 FEET
 KO0164'SOUTH OF MILEPOST 12, AND 39 FEET WEST OF THE CENTER LINE OF THE
 KO0164'TRACK.  A STANDARD DISK, STAMPED T 45 1934 AND SET IN THE TOP OF A
 KO0164'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0239 ***********************************************************************
 JN0239  DESIGNATION -  T 46
 JN0239  PID         -  JN0239
 JN0239  STATE/COUNTY-  UT/PIUTE
 JN0239  COUNTRY     -  US
 JN0239  USGS QUAD   -  GREENWICH (2017)
 JN0239
 JN0239                         *CURRENT SURVEY CONTROL
 JN0239  ______________________________________________________________________
 JN0239* NAD 83(1986) POSITION- 38 29 24.04   (N) 111 54 09.59   (W)   HD_HELD1
 JN0239* NAVD 88 ORTHO HEIGHT -  2098.970 (meters)     6886.37  (feet) ADJUSTED
 JN0239  ______________________________________________________________________
 JN0239  GEOID HEIGHT    -        -17.948 (meters)                     GEOID18
 JN0239  DYNAMIC HEIGHT  -       2096.546 (meters)     6878.42  (feet) COMP
 JN0239  MODELED GRAVITY -    979,398.2   (mgal)                       NAVD 88
 JN0239
 JN0239  VERT ORDER      -  SECOND    CLASS 0
 JN0239
 JN0239.The horizontal coordinates were determined by differentially corrected
 JN0239.hand held GPS observations or other comparable positioning techniques
 JN0239.and have an estimated accuracy of +/- 3 meters.
 JN0239
 JN0239.The orthometric height was determined by differential leveling and
 JN0239.adjusted by the NATIONAL GEODETIC SURVEY
 JN0239.in June 1991.
 JN0239
 JN0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0239.GEOID18 height accuracy estimate available here.
 JN0239
 JN0239.Click photographs - Photos may exist for this station.
 JN0239
 JN0239.The dynamic height is computed by dividing the NAVD 88
 JN0239.geopotential number by the normal gravity value computed on the
 JN0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0239.degrees latitude (g = 980.6199 gals.).
 JN0239
 JN0239.The modeled gravity was interpolated from observed gravity values.
 JN0239
 JN0239;                    North         East    Units  Estimated Accuracy
 JN0239;SPC UT S     - 3,202,445.9     464,868.8     MT  (+/- 3 meters HH1 GPS) 
 JN0239
 JN0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH2127860571(NAD 83)
 JN0239
 JN0239                          SUPERSEDED SURVEY CONTROL
 JN0239
 JN0239  NGVD 29 (??/??/92) 2097.680  (m)         6882.14   (f) ADJ UNCH    2 0
 JN0239
 JN0239.Superseded values are not recommended for survey control.
 JN0239
 JN0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0239.See file dsdata.pdf to determine how the superseded data were derived.
 JN0239
 JN0239_MARKER: DB = BENCH MARK DISK
 JN0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0239_STAMPING: T 46 1934
 JN0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0239+STABILITY: SURFACE MOTION
 JN0239
 JN0239  HISTORY     - Date     Condition        Report By
 JN0239  HISTORY     - 1934     MONUMENTED       CGS
 JN0239  HISTORY     - 1969     GOOD             USGS
 JN0239  HISTORY     - 20101210 MARK NOT FOUND   GEOCAC
 JN0239
 JN0239                          STATION DESCRIPTION
 JN0239
 JN0239'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 JN0239'2.1 MI S FROM KOOSHAREM.
 JN0239'0.2 MILE SOUTH ALONG STATE HIGHWAY 62 FROM KOOSHAREM P.O. AND STORE,
 JN0239'TO EAST WEST STREET CROSSING, THENCE 0.3 MILE WEST TO STREET BEND,
 JN0239'THENCE SOUTHWARD ALONG OLD HIGHWAY 1.2 MILES TO FARM HOUSE ON EAST
 JN0239'SIDE OF ROAD, THENCE SOUTH ALONG OLD HIGHWAY 0.2 MILE TO MARK, ON WEST
 JN0239'SIDE OF ROAD, 24 FT. WEST OF THE CENTER LINE OF THE OLD HIGHWAY. SET
 JN0239'IN CONCRETE POST.
 JN0239
 JN0239                          STATION RECOVERY (2010)
 JN0239
 JN0239'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 JN0239'DISTURBED ROW EXTENDS TO 30 FT WEST OF THE CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0001 ***********************************************************************
 HO0001  DESIGNATION -  T 47
 HO0001  PID         -  HO0001
 HO0001  STATE/COUNTY-  UT/GARFIELD
 HO0001  COUNTRY     -  US
 HO0001  USGS QUAD   -  COW CREEK (2017)
 HO0001
 HO0001                         *CURRENT SURVEY CONTROL
 HO0001  ______________________________________________________________________
 HO0001* NAD 83(1986) POSITION- 37 54 44.     (N) 112 00 12.     (W)   SCALED
 HO0001* NAVD 88 ORTHO HEIGHT -  2210.800 (meters)     7253.27  (feet) ADJUSTED
 HO0001  ______________________________________________________________________
 HO0001  GEOID HEIGHT    -        -19.111 (meters)                     GEOID18
 HO0001  DYNAMIC HEIGHT  -       2208.078 (meters)     7244.34  (feet) COMP
 HO0001  MODELED GRAVITY -    979,318.6   (mgal)                       NAVD 88
 HO0001
 HO0001  VERT ORDER      -  SECOND    CLASS 0
 HO0001
 HO0001.The horizontal coordinates were scaled from a map and have
 HO0001.an estimated accuracy of +/- 6 seconds.
 HO0001
 HO0001.The orthometric height was determined by differential leveling and
 HO0001.adjusted by the NATIONAL GEODETIC SURVEY
 HO0001.in June 1991.
 HO0001
 HO0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0001.GEOID18 height accuracy estimate available here.
 HO0001
 HO0001.Click photographs - Photos may exist for this station.
 HO0001
 HO0001.The dynamic height is computed by dividing the NAVD 88
 HO0001.geopotential number by the normal gravity value computed on the
 HO0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0001.degrees latitude (g = 980.6199 gals.).
 HO0001
 HO0001.The modeled gravity was interpolated from observed gravity values.
 HO0001
 HO0001;                    North         East    Units  Estimated Accuracy
 HO0001;SPC UT S     - 3,138,360.      455,740.      MT  (+/- 180 meters Scaled)
 HO0001
 HO0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG118965(NAD 83)
 HO0001
 HO0001                          SUPERSEDED SURVEY CONTROL
 HO0001
 HO0001  NGVD 29 (??/??/92) 2209.445  (m)         7248.82   (f) ADJ UNCH    2 0
 HO0001
 HO0001.Superseded values are not recommended for survey control.
 HO0001
 HO0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0001.See file dsdata.pdf to determine how the superseded data were derived.
 HO0001
 HO0001_MARKER: DB = BENCH MARK DISK
 HO0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0001_STAMPING: T 47 1934
 HO0001_MARK LOGO: CGS
 HO0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0001+STABILITY: SURFACE MOTION
 HO0001
 HO0001  HISTORY     - Date     Condition        Report By
 HO0001  HISTORY     - 1934     MONUMENTED       CGS
 HO0001  HISTORY     - 1964     MARK NOT FOUND   USGS
 HO0001
 HO0001                          STATION DESCRIPTION
 HO0001
 HO0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0001'5.6 MI N FROM WIDTSOE.
 HO0001'5.6 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE SOUTHWEST EDGE OF
 HO0001'WIDTSOE, GARFIELD COUNTY, 30 FEET WEST OF THE CENTER LINE OF THE
 HO0001'HIGHWAY, 2 FEET EAST OF THE PROPERTY LINE, AND IN LINE WITH AN OLD ROW
 HO0001'OF POLES.  A STANDARD DISK, STAMPED T 47 1934 AND SET IN THE TOP OF A
 HO0001'CONCRETE POST.  NOTE-- OLD LINE OF POLES WAS TAKEN OUT AND THE AREA
 HO0001'HAD BEEN PLOWED UP.
 HO0001
 HO0001                          STATION RECOVERY (1964)
 HO0001
 HO0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 HO0001'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5481 ***********************************************************************
 DR5481  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5481  DESIGNATION -  T 5 N R 1 W
 DR5481  PID         -  DR5481
 DR5481  STATE/COUNTY-  UT/WEBER
 DR5481  COUNTRY     -  US
 DR5481  USGS QUAD   -  OGDEN (2017)
 DR5481
 DR5481                         *CURRENT SURVEY CONTROL
 DR5481  ______________________________________________________________________
 DR5481* NAD 83(2011) POSITION- 41 09 00.96360(N) 111 54 39.28493(W)   ADJUSTED
 DR5481* NAD 83(2011) ELLIP HT-  1498.405 (meters)        (07/08/20)   ADJUSTED
 DR5481* NAD 83(2011) EPOCH   -  2010.00
 DR5481* NAVD 88 ORTHO HEIGHT -  1514.86  (meters)     4970.0   (feet) GPS OBS
 DR5481  ______________________________________________________________________
 DR5481  GEOID HEIGHT    -        -16.437 (meters)                     GEOID18
 DR5481  NAD 83(2011) X  - -1,795,202.735 (meters)                     COMP
 DR5481  NAD 83(2011) Y  - -4,463,250.564 (meters)                     COMP
 DR5481  NAD 83(2011) Z  -  4,175,989.450 (meters)                     COMP
 DR5481  LAPLACE CORR    -         15.75  (seconds)                    DEFLEC18
 DR5481
 DR5481  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5481  Standards:
 DR5481         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5481            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5481  -------------------------------------------------------------------
 DR5481  NETWORK    1.09   2.08           0.50   0.37   1.06     -0.03131672
 DR5481  -------------------------------------------------------------------
 DR5481  Click here for local accuracies and other accuracy information.
 DR5481
 DR5481.The horizontal coordinates were established by GPS observations
 DR5481.and adjusted by the National Geodetic Survey in July 2020.
 DR5481
 DR5481.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5481.been affixed to the stable North American tectonic plate. See 
 DR5481.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5481
 DR5481.The horizontal coordinates are valid at the epoch date displayed above
 DR5481.which is a decimal equivalence of Year/Month/Day.
 DR5481
 DR5481.The orthometric height was determined by GPS observations and a
 DR5481.high-resolution geoid model using precise GPS observation and
 DR5481.processing techniques.
 DR5481
 DR5481.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5481.GEOID18 height accuracy estimate available here.
 DR5481
 DR5481.Click photographs - Photos may exist for this station.
 DR5481
 DR5481.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5481
 DR5481.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5481
 DR5481.The ellipsoidal height was determined by GPS observations
 DR5481.and is referenced to NAD 83.
 DR5481
 DR5481. The following values were computed from the NAD 83(2011) position.
 DR5481
 DR5481;                    North         East     Units Scale Factor Converg.
 DR5481;SPC UT N     - 1,090,801.631   465,508.004   MT  0.99995837   -0 16 15.4
 DR5481;SPC UT N     - 3,578,738.35  1,527,254.18   sFT  0.99995837   -0 16 15.4
 DR5481;UTM  12      - 4,555,838.258   423,564.681   MT  0.99967190   -0 35 58.0
 DR5481
 DR5481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5481!SPC UT N     -   0.99976502  x   0.99995837  =   0.99972340
 DR5481!UTM  12      -   0.99976502  x   0.99967190  =   0.99943700
 DR5481
 DR5481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2356455838(NAD 83)
 DR5481
 DR5481                          SUPERSEDED SURVEY CONTROL
 DR5481
 DR5481.No superseded survey control is available for this station.
 DR5481
 DR5481_MARKER: DD = SURVEY DISK
 DR5481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5481_STAMPING: T 5 N R 1 W 1982
 DR5481_MARK LOGO: UT-057
 DR5481_PROJECTION: FLUSH
 DR5481_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5481+STABILITY: SURFACE MOTION
 DR5481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5481+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2016
 DR5481
 DR5481  HISTORY     - Date     Condition        Report By
 DR5481  HISTORY     - 1982     MONUMENTED       UT-057
 DR5481  HISTORY     - 20161021 POOR             UT-057
 DR5481
 DR5481                          STATION DESCRIPTION
 DR5481
 DR5481'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5481'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST-NORTHEAST OF
 DR5481'CLEARFIELD VILLA SUBDIVISION, 6.0 MI (9.7 KM) EAST OF ROY AND 6.0 MI
 DR5481'(9.6 KM) SOUTH-SOUTHEAST OF OGDEN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5481'
 DR5481'TO REACH FROM THE INTERSECTION OF COMBE ROAD AND OSMOND DRIVE HEAD
 DR5481'EAST, THE ROAD WILL CURVE TO THE SOUTH, IN 0.2 MILE. THE APPROXIMATE
 DR5481'ADDRESS OF THE MARK IS 6253 OSMOND DRIVE, OGDEN, UT.TO THE STATION ON
 DR5481'THE LEFT.  IT IS 49.76 FT (15.2 M) SOUTHWEST OF A WATER VALVE, 37.58
 DR5481'FT (11.5 M) NORTHWEST OF THE SOUTHEAST CORNER OF CATCH BASIN, 30.00 FT
 DR5481'(9.1 M) SOUTHEAST OF REFERENCE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0148 ***********************************************************************
 KO0148  DESIGNATION -  T 50
 KO0148  PID         -  KO0148
 KO0148  STATE/COUNTY-  UT/MILLARD
 KO0148  COUNTRY     -  US
 KO0148  USGS QUAD   -  SCIPIO LAKE (2017)
 KO0148
 KO0148                         *CURRENT SURVEY CONTROL
 KO0148  ______________________________________________________________________
 KO0148* NAD 83(1986) POSITION- 39 03 46.     (N) 112 02 32.     (W)   SCALED
 KO0148* NAVD 88 ORTHO HEIGHT -  1830.059 (meters)     6004.12  (feet) ADJUSTED
 KO0148  ______________________________________________________________________
 KO0148  GEOID HEIGHT    -        -18.217 (meters)                     GEOID18
 KO0148  DYNAMIC HEIGHT  -       1828.161 (meters)     5997.89  (feet) COMP
 KO0148  MODELED GRAVITY -    979,525.3   (mgal)                       NAVD 88
 KO0148
 KO0148  VERT ORDER      -  SECOND    CLASS 0
 KO0148
 KO0148.The horizontal coordinates were scaled from a map and have
 KO0148.an estimated accuracy of +/- 6 seconds.
 KO0148
 KO0148.The orthometric height was determined by differential leveling and
 KO0148.adjusted by the NATIONAL GEODETIC SURVEY
 KO0148.in June 1991.
 KO0148
 KO0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0148.GEOID18 height accuracy estimate available here.
 KO0148
 KO0148.Click photographs - Photos may exist for this station.
 KO0148
 KO0148.The dynamic height is computed by dividing the NAVD 88
 KO0148.geopotential number by the normal gravity value computed on the
 KO0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0148.degrees latitude (g = 980.6199 gals.).
 KO0148
 KO0148.The modeled gravity was interpolated from observed gravity values.
 KO0148
 KO0148;                    North         East    Units  Estimated Accuracy
 KO0148;SPC UT C     - 2,081,130.      453,070.      MT  (+/- 180 meters Scaled)
 KO0148
 KO0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ098242(NAD 83)
 KO0148
 KO0148                          SUPERSEDED SURVEY CONTROL
 KO0148
 KO0148  NGVD 29 (??/??/92) 1828.844  (m)         6000.13   (f) ADJ UNCH    2 0
 KO0148
 KO0148.Superseded values are not recommended for survey control.
 KO0148
 KO0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0148.See file dsdata.pdf to determine how the superseded data were derived.
 KO0148
 KO0148_MARKER: DB = BENCH MARK DISK
 KO0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0148_STAMPING: T 50 1934
 KO0148_MARK LOGO: CGS
 KO0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0148+STABILITY: SURFACE MOTION
 KO0148
 KO0148  HISTORY     - Date     Condition        Report By
 KO0148  HISTORY     - 1934     MONUMENTED       CGS
 KO0148  HISTORY     - 1971     GOOD             USGS
 KO0148
 KO0148                          STATION DESCRIPTION
 KO0148
 KO0148'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 KO0148'13.9 MI NW FROM SALINA.
 KO0148'SALINA, 13.9 MILES NW OF ALONG STATE ROUTE
 KO0148'63, 23 FEET SOUTH OF THE SOUTH GATEPOST IN A PROPERT LINE FENCE, AND
 KO0148'40 FEET WEST OF THE HIGHWAY, A STANDARD C AND GS DISK STAMPED T 50
 KO0148'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0125 ***********************************************************************
 KN0125  DESIGNATION -  T 51
 KN0125  PID         -  KN0125
 KN0125  STATE/COUNTY-  UT/CARBON
 KN0125  COUNTRY     -  US
 KN0125  USGS QUAD   -  WELLINGTON (2017)
 KN0125
 KN0125                         *CURRENT SURVEY CONTROL
 KN0125  ______________________________________________________________________
 KN0125* NAD 83(1986) POSITION- 39 36 17.     (N) 110 38 30.     (W)   SCALED
 KN0125* NAVD 88 ORTHO HEIGHT -  1745.337 (meters)     5726.16  (feet) ADJUSTED
 KN0125  ______________________________________________________________________
 KN0125  GEOID HEIGHT    -        -17.083 (meters)                     GEOID18
 KN0125  DYNAMIC HEIGHT  -       1743.619 (meters)     5720.52  (feet) COMP
 KN0125  MODELED GRAVITY -    979,580.2   (mgal)                       NAVD 88
 KN0125
 KN0125  VERT ORDER      -  SECOND    CLASS 0
 KN0125
 KN0125.The horizontal coordinates were scaled from a map and have
 KN0125.an estimated accuracy of +/- 6 seconds.
 KN0125
 KN0125.The orthometric height was determined by differential leveling and
 KN0125.adjusted by the NATIONAL GEODETIC SURVEY
 KN0125.in June 1991.
 KN0125
 KN0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0125.GEOID18 height accuracy estimate available here.
 KN0125
 KN0125.Click photographs - Photos may exist for this station.
 KN0125
 KN0125.The dynamic height is computed by dividing the NAVD 88
 KN0125.geopotential number by the normal gravity value computed on the
 KN0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0125.degrees latitude (g = 980.6199 gals.).
 KN0125
 KN0125.The modeled gravity was interpolated from observed gravity values.
 KN0125
 KN0125;                    North         East    Units  Estimated Accuracy
 KN0125;SPC UT C     - 2,141,500.      573,710.      MT  (+/- 180 meters Scaled)
 KN0125
 KN0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ307839(NAD 83)
 KN0125
 KN0125                          SUPERSEDED SURVEY CONTROL
 KN0125
 KN0125  NGVD 29 (??/??/92) 1744.249  (m)         5722.59   (f) ADJ UNCH    2 0
 KN0125
 KN0125.Superseded values are not recommended for survey control.
 KN0125
 KN0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0125.See file dsdata.pdf to determine how the superseded data were derived.
 KN0125
 KN0125_MARKER: DB = BENCH MARK DISK
 KN0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0125_STAMPING: T 51 1934
 KN0125_MARK LOGO: CGS
 KN0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0125+STABILITY: SURFACE MOTION
 KN0125
 KN0125  HISTORY     - Date     Condition        Report By
 KN0125  HISTORY     - 1934     MONUMENTED       CGS
 KN0125  HISTORY     - 1972     MARK NOT FOUND   USGS
 KN0125
 KN0125                          STATION DESCRIPTION
 KN0125
 KN0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0125'3.9 MI E FROM WELLINGTON.
 KN0125'ABOUT 3.9 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE DENVER AND RIO
 KN0125'GRANDE WESTERN RAILROAD STATION AT WELLINGTON, CARBON COUNTY, THENCE
 KN0125'ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 53.  IN FRONT OF A HOUSE, 36
 KN0125'FEET EAST OF A FENCE CORNER, AND 24 FEET SOUTH OF THE CENTER LINE OF
 KN0125'THE HIGHWAY.  A STANDARD DISK, STAMPED T 51 1934 AND SET IN THE TOP OF
 KN0125'A CONCRETE POST.
 KN0125
 KN0125                          STATION RECOVERY (1972)
 KN0125
 KN0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KN0125'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0086 ***********************************************************************
 LO0086  DESIGNATION -  T 53
 LO0086  PID         -  LO0086
 LO0086  STATE/COUNTY-  UT/WASATCH
 LO0086  COUNTRY     -  US
 LO0086  USGS QUAD   -  DEEP CREEK CANYON (2017)
 LO0086
 LO0086                         *CURRENT SURVEY CONTROL
 LO0086  ______________________________________________________________________
 LO0086* NAD 83(1986) POSITION- 40 12 05.     (N) 110 54 29.     (W)   SCALED
 LO0086* NAVD 88 ORTHO HEIGHT -  2036.918 (meters)     6682.79  (feet) ADJUSTED
 LO0086  ______________________________________________________________________
 LO0086  GEOID HEIGHT    -        -15.860 (meters)                     GEOID18
 LO0086  DYNAMIC HEIGHT  -       2034.827 (meters)     6675.93  (feet) COMP
 LO0086  MODELED GRAVITY -    979,526.7   (mgal)                       NAVD 88
 LO0086
 LO0086  VERT ORDER      -  SECOND    CLASS 0
 LO0086
 LO0086.The horizontal coordinates were scaled from a map and have
 LO0086.an estimated accuracy of +/- 6 seconds.
 LO0086
 LO0086.The orthometric height was determined by differential leveling and
 LO0086.adjusted by the NATIONAL GEODETIC SURVEY
 LO0086.in June 1991.
 LO0086
 LO0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0086.GEOID18 height accuracy estimate available here.
 LO0086
 LO0086.Click photographs - Photos may exist for this station.
 LO0086
 LO0086.The dynamic height is computed by dividing the NAVD 88
 LO0086.geopotential number by the normal gravity value computed on the
 LO0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0086.degrees latitude (g = 980.6199 gals.).
 LO0086
 LO0086.The modeled gravity was interpolated from observed gravity values.
 LO0086
 LO0086;                    North         East    Units  Estimated Accuracy
 LO0086;SPC UT C     - 2,207,560.      550,400.      MT  (+/- 180 meters Scaled)
 LO0086
 LO0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK078501(NAD 83)
 LO0086
 LO0086                          SUPERSEDED SURVEY CONTROL
 LO0086
 LO0086  NGVD 29 (??/??/92) 2035.555  (m)         6678.32   (f) ADJ UNCH    2 0
 LO0086
 LO0086.Superseded values are not recommended for survey control.
 LO0086
 LO0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0086.See file dsdata.pdf to determine how the superseded data were derived.
 LO0086
 LO0086_MARKER: DB = BENCH MARK DISK
 LO0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0086_SP_SET: BRIDGE
 LO0086_STAMPING: T 53 1934
 LO0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0086
 LO0086  HISTORY     - Date     Condition        Report By
 LO0086  HISTORY     - 1934     MONUMENTED       CGS
 LO0086  HISTORY     - 1959     MARK NOT FOUND   USGS
 LO0086
 LO0086                          STATION DESCRIPTION
 LO0086
 LO0086'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO0086'4.2 MI W FROM FRUITLAND.
 LO0086'IN WASATCH COUNTY, 4.2 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0086'OFFICE AT FRUITLAND, DUCHESNE COUNTY, AT A CONCRETE BRIDGE OVER
 LO0086'CURRANT CREEK, AND IN THE TOP OF THE NORTHWEST CORNER. A STANDARD
 LO0086'DISK, STAMPED T 53 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0483 ***********************************************************************
 LO0483  DESIGNATION -  T 54
 LO0483  PID         -  LO0483
 LO0483  STATE/COUNTY-  UT/UTAH
 LO0483  COUNTRY     -  US
 LO0483  USGS QUAD   -  PROVO (2017)
 LO0483
 LO0483                         *CURRENT SURVEY CONTROL
 LO0483  ______________________________________________________________________
 LO0483* NAD 83(1986) POSITION- 40 13 19.2    (N) 111 39 02.0    (W)   HD_HELD2
 LO0483* NAVD 88 ORTHO HEIGHT -  1375.896 (meters)     4514.09  (feet) ADJUSTED
 LO0483  ______________________________________________________________________
 LO0483  GEOID HEIGHT    -        -17.070 (meters)                     GEOID18
 LO0483  DYNAMIC HEIGHT  -       1374.697 (meters)     4510.15  (feet) COMP
 LO0483  MODELED GRAVITY -    979,707.3   (mgal)                       NAVD 88
 LO0483
 LO0483  VERT ORDER      -  SECOND    CLASS 0
 LO0483
 LO0483.The horizontal coordinates were established by autonomous hand held GPS
 LO0483.observations and have an estimated accuracy of +/- 10 meters.
 LO0483
 LO0483.The orthometric height was determined by differential leveling and
 LO0483.adjusted by the NATIONAL GEODETIC SURVEY
 LO0483.in June 1991.
 LO0483
 LO0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0483.GEOID18 height accuracy estimate available here.
 LO0483
 LO0483.Click photographs - Photos may exist for this station.
 LO0483
 LO0483.The dynamic height is computed by dividing the NAVD 88
 LO0483.geopotential number by the normal gravity value computed on the
 LO0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0483.degrees latitude (g = 980.6199 gals.).
 LO0483
 LO0483.The modeled gravity was interpolated from observed gravity values.
 LO0483
 LO0483;                    North         East    Units  Estimated Accuracy
 LO0483;SPC UT C     - 2,209,690.      487,186.      MT  (+/- 10 meters HH2 GPS)
 LO0483
 LO0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4464852600(NAD 83)
 LO0483
 LO0483                          SUPERSEDED SURVEY CONTROL
 LO0483
 LO0483  NGVD 29 (??/??/92) 1374.891  (m)         4510.79   (f) ADJ UNCH    2 0
 LO0483
 LO0483.Superseded values are not recommended for survey control.
 LO0483
 LO0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0483.See file dsdata.pdf to determine how the superseded data were derived.
 LO0483
 LO0483_MARKER: DB = BENCH MARK DISK
 LO0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0483_STAMPING: T 54 1934
 LO0483_MARK LOGO: CGS
 LO0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0483+STABILITY: SURFACE MOTION
 LO0483
 LO0483  HISTORY     - Date     Condition        Report By
 LO0483  HISTORY     - 1934     MONUMENTED       CGS
 LO0483  HISTORY     - 1960     MARK NOT FOUND   CGS
 LO0483
 LO0483                          STATION DESCRIPTION
 LO0483
 LO0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0483'IN PROVO.
 LO0483'AT SOUTH EDGE OF TOWN AT CROSSING NO. 751.88.  NEAR UNION PACIFIC
 LO0483'ROUND HOUSE ON UNION PACIFIC TRACKS.  18 FEET WEST OF TRACK AND 33
 LO0483'FEET SOUTH OF CENTERLINE OF ROAD.
 LO0483
 LO0483                          STATION RECOVERY (1960)
 LO0483
 LO0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LO0483'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0484 ***********************************************************************
 LO0484  DESIGNATION -  T 54 RESET
 LO0484  PID         -  LO0484
 LO0484  STATE/COUNTY-  UT/UTAH
 LO0484  COUNTRY     -  US
 LO0484  USGS QUAD   -  PROVO (2017)
 LO0484
 LO0484                         *CURRENT SURVEY CONTROL
 LO0484  ______________________________________________________________________
 LO0484* NAD 83(1986) POSITION- 40 13 19.09   (N) 111 39 01.90   (W)   HD_HELD1
 LO0484* NAVD 88 ORTHO HEIGHT -  1375.91  (+/-2cm)     4514.1   (feet) VERTCON3
 LO0484  ______________________________________________________________________
 LO0484  GEOID HEIGHT    -        -17.070 (meters)                     GEOID18
 LO0484  VERT ORDER      -  THIRD (See Below)
 LO0484
 LO0484.The horizontal coordinates were determined by differentially corrected
 LO0484.hand held GPS observations or other comparable positioning techniques
 LO0484.and have an estimated accuracy of +/- 3 meters.
 LO0484
 LO0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0484
 LO0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0484.GEOID18 height accuracy estimate available here.
 LO0484
 LO0484.The vertical order pertains to the NGVD 29 superseded value.
 LO0484
 LO0484.Click photographs - Photos may exist for this station.
 LO0484
 LO0484;                    North         East    Units  Estimated Accuracy
 LO0484;SPC UT C     - 2,209,686.7     487,188.6     MT  (+/- 3 meters HH1 GPS) 
 LO0484
 LO0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4465152597(NAD 83)
 LO0484
 LO0484                          SUPERSEDED SURVEY CONTROL
 LO0484
 LO0484  NGVD 29 (??/??/??) 1374.91   (m)         4510.9    (f) RESET       3  
 LO0484
 LO0484.Superseded values are not recommended for survey control.
 LO0484
 LO0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0484.See file dsdata.pdf to determine how the superseded data were derived.
 LO0484
 LO0484_MARKER: DB = BENCH MARK DISK
 LO0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0484_STAMPING: T 54 1934 RESET 1951
 LO0484_MARK LOGO: CGS
 LO0484_PROJECTION: FLUSH
 LO0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0484+STABILITY: SURFACE MOTION
 LO0484
 LO0484  HISTORY     - Date     Condition        Report By
 LO0484  HISTORY     - 1951     MONUMENTED       UPRR
 LO0484  HISTORY     - 19900306 MARK NOT FOUND   USGS
 LO0484
 LO0484                          STATION DESCRIPTION
 LO0484
 LO0484'DESCRIBED BY UNION PACIFIC RAILROAD 1951
 LO0484'IN PROVO.
 LO0484'AT PROVO, UTAH COUNTY, 0.7 MILE SOUTH ALONG THE LOS ANGELES AND SALT
 LO0484'LAKE RAILROAD FROM THE DENVER AND RIO GRANDE WESTERN RAILROAD FREIGHT
 LO0484'STATION, AT THE CROSSING OF NINTH SOUTH STREET, 42 FEET SOUTH OF THE
 LO0484'CENTERLINE OF THE STREET, AND 35 FEET WEST OF THE CENTERLINE OF THE
 LO0484'TRACK.  A STANDARD DISK, STAMPED T 54 1934 RESET 1951 AND SET IN THE
 LO0484'TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE THE GROUND.
 LO0484
 LO0484                          STATION RECOVERY (1990)
 LO0484
 LO0484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SDC)
 LO0484'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0174 ***********************************************************************
 KO0174  DESIGNATION -  T 55
 KO0174  PID         -  KO0174
 KO0174  STATE/COUNTY-  UT/JUAB
 KO0174  COUNTRY     -  US
 KO0174  USGS QUAD   -  SCIPIO NORTH (2017)
 KO0174
 KO0174                         *CURRENT SURVEY CONTROL
 KO0174  ______________________________________________________________________
 KO0174* NAD 83(1986) POSITION- 39 22 20.8    (N) 112 01 59.8    (W)   HD_HELD2
 KO0174* NAVD 88 ORTHO HEIGHT -  1533.986 (meters)     5032.75  (feet) ADJUSTED
 KO0174  ______________________________________________________________________
 KO0174  GEOID HEIGHT    -        -18.244 (meters)                     GEOID18
 KO0174  DYNAMIC HEIGHT  -       1532.518 (meters)     5027.94  (feet) COMP
 KO0174  MODELED GRAVITY -    979,616.4   (mgal)                       NAVD 88
 KO0174
 KO0174  VERT ORDER      -  SECOND    CLASS 0
 KO0174
 KO0174.The horizontal coordinates were established by autonomous hand held GPS
 KO0174.observations and have an estimated accuracy of +/- 10 meters.
 KO0174
 KO0174.The orthometric height was determined by differential leveling and
 KO0174.adjusted by the NATIONAL GEODETIC SURVEY
 KO0174.in June 1991.
 KO0174
 KO0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0174.GEOID18 height accuracy estimate available here.
 KO0174
 KO0174.Click photographs - Photos may exist for this station.
 KO0174
 KO0174.The dynamic height is computed by dividing the NAVD 88
 KO0174.geopotential number by the normal gravity value computed on the
 KO0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0174.degrees latitude (g = 980.6199 gals.).
 KO0174
 KO0174.The modeled gravity was interpolated from observed gravity values.
 KO0174
 KO0174;                    North         East    Units  Estimated Accuracy
 KO0174;SPC UT C     - 2,115,498.      454,051.      MT  (+/- 10 meters HH2 GPS)
 KO0174
 KO0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ1099658617(NAD 83)
 KO0174
 KO0174                          SUPERSEDED SURVEY CONTROL
 KO0174
 KO0174  NGVD 29 (??/??/92) 1532.831  (m)         5028.96   (f) ADJ UNCH    2 0
 KO0174
 KO0174.Superseded values are not recommended for survey control.
 KO0174
 KO0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0174.See file dsdata.pdf to determine how the superseded data were derived.
 KO0174
 KO0174_MARKER: DB = BENCH MARK DISK
 KO0174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KO0174_SP_SET: BRIDGE
 KO0174_STAMPING: T 55 1934
 KO0174_MARK LOGO: CGS
 KO0174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KO0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0174+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2010
 KO0174
 KO0174  HISTORY     - Date     Condition        Report By
 KO0174  HISTORY     - 1934     MONUMENTED       CGS
 KO0174  HISTORY     - 20101210 GOOD             GEOCAC
 KO0174  HISTORY     - 20190402 MARK NOT FOUND   NONE
 KO0174
 KO0174                          STATION DESCRIPTION
 KO0174
 KO0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0174'10.1 MI N FROM SCIPIO.
 KO0174'IN JUAB COUNTY, ABOUT 10.1 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE
 KO0174'SCHOOL GROUNDS AT SCIPIO, MILLARD COUNTY, AT A LARGE BRIDGE OVER THE
 KO0174'END OF A RESERVOIR, AND IN THE TOP OF THE NORTHWEST CORNER.  A
 KO0174'STANDARD DISK, STAMPED T 55 1934.
 KO0174
 KO0174                          STATION RECOVERY (2010)
 KO0174
 KO0174'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 KO0174'MARK IS ON THE WEST BRIDGE CURB ABOUT 6 FT FROM THE NORTH END.
 KO0174
 KO0174                          STATION RECOVERY (2019)
 KO0174
 KO0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (TDC)
 KO0174'CONCRETE BRIDGE WAS REPLACED IN 2012.  MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0159 ***********************************************************************
 HO0159  DESIGNATION -  T 57
 HO0159  PID         -  HO0159
 HO0159  STATE/COUNTY-  UT/WASHINGTON
 HO0159  COUNTRY     -  US
 HO0159  USGS QUAD   -  SPRINGDALE EAST (2017)
 HO0159
 HO0159                         *CURRENT SURVEY CONTROL
 HO0159  ______________________________________________________________________
 HO0159* NAD 83(1986) POSITION- 37 12 10.     (N) 112 59 17.     (W)   SCALED
 HO0159* NAVD 88 ORTHO HEIGHT -  1207.950 (meters)     3963.08  (feet) POSTED
 HO0159  ______________________________________________________________________
 HO0159  GEOID HEIGHT    -        -22.493 (meters)                     GEOID18
 HO0159  DYNAMIC HEIGHT  -       1206.63  (meters)     3958.8   (feet) COMP
 HO0159  MODELED GRAVITY -    979,495.7   (mgal)                       NAVD 88
 HO0159
 HO0159  VERT ORDER      -  * POSTED, SEE BELOW
 HO0159
 HO0159.The horizontal coordinates were scaled from a map and have
 HO0159.an estimated accuracy of +/- 6 seconds.
 HO0159
 HO0159.The orthometric height was determined by differential leveling
 HO0159.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0159
 HO0159.* This is a POSTED BENCH MARK height.
 HO0159
 HO0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0159.GEOID18 height accuracy estimate available here.
 HO0159
 HO0159.Click photographs - Photos may exist for this station.
 HO0159
 HO0159.The dynamic height is computed by dividing the NAVD 88
 HO0159.geopotential number by the normal gravity value computed on the
 HO0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0159.degrees latitude (g = 980.6199 gals.).
 HO0159
 HO0159.The modeled gravity was interpolated from observed gravity values.
 HO0159
 HO0159;                    North         East    Units  Estimated Accuracy
 HO0159;SPC UT S     - 3,060,550.      367,900.      MT  (+/- 180 meters Scaled)
 HO0159
 HO0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG235192(NAD 83)
 HO0159
 HO0159                          SUPERSEDED SURVEY CONTROL
 HO0159
 HO0159  NGVD 29 (??/??/92) 1207.019  (m)         3960.03   (f) ADJ UNCH    1 2
 HO0159
 HO0159.Superseded values are not recommended for survey control.
 HO0159
 HO0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0159.See file dsdata.pdf to determine how the superseded data were derived.
 HO0159
 HO0159_MARKER: DB = BENCH MARK DISK
 HO0159_SETTING: 66 = SET IN ROCK OUTCROP
 HO0159_STAMPING: T 57 1934
 HO0159_MARK LOGO: CGS
 HO0159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0159+STABILITY: POSITION/ELEVATION WELL
 HO0159
 HO0159  HISTORY     - Date     Condition        Report By
 HO0159  HISTORY     - 1934     MONUMENTED       CGS
 HO0159  HISTORY     - 1982     MARK NOT FOUND   NGS
 HO0159
 HO0159                          STATION DESCRIPTION
 HO0159
 HO0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0159'4.6 MI NE FROM ROCKVILLE.
 HO0159'4.6 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM ROCKVILLE, WASHINGTON
 HO0159'COUNTY, 60 FEET WEST OF THE CHECKING STATION AT THE SOUTH ENTRANCE TO
 HO0159'THE ZION NATIONAL PARK, 33 FEET NORTHWEST OF THE FLAG POLE, 60 FEET
 HO0159'WEST OF THE CENERLINE OF THE HIGHWAY, 18 FEET WEST OF A ROW OF POLES,
 HO0159'AND IN THE TOP OF A RED SANDSTONE OUTCROP.  A STANDARD DISK, STAMPED T
 HO0159'57 1934.
 HO0159
 HO0159                          STATION RECOVERY (1982)
 HO0159
 HO0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0159'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0236 ***********************************************************************
 HO0236  DESIGNATION -  T 58
 HO0236  PID         -  HO0236
 HO0236  STATE/COUNTY-  UT/WASHINGTON
 HO0236  COUNTRY     -  US
 HO0236  USGS QUAD   -  HARRISBURG JUNCTION (2017)
 HO0236
 HO0236                         *CURRENT SURVEY CONTROL
 HO0236  ______________________________________________________________________
 HO0236* NAD 83(1986) POSITION- 37 07 58.     (N) 113 28 50.     (W)   SCALED
 HO0236* NAVD 88 ORTHO HEIGHT -   853.775 (meters)     2801.09  (feet) ADJUSTED
 HO0236  ______________________________________________________________________
 HO0236  GEOID HEIGHT    -        -24.293 (meters)                     GEOID18
 HO0236  DYNAMIC HEIGHT  -        852.912 (meters)     2798.26  (feet) COMP
 HO0236  MODELED GRAVITY -    979,592.4   (mgal)                       NAVD 88
 HO0236
 HO0236  VERT ORDER      -  FIRST     CLASS II
 HO0236
 HO0236.The horizontal coordinates were scaled from a map and have
 HO0236.an estimated accuracy of +/- 6 seconds.
 HO0236
 HO0236.The orthometric height was determined by differential leveling and
 HO0236.adjusted by the NATIONAL GEODETIC SURVEY
 HO0236.in June 1991.
 HO0236
 HO0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0236.GEOID18 height accuracy estimate available here.
 HO0236
 HO0236.Click photographs - Photos may exist for this station.
 HO0236
 HO0236.The dynamic height is computed by dividing the NAVD 88
 HO0236.geopotential number by the normal gravity value computed on the
 HO0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0236.degrees latitude (g = 980.6199 gals.).
 HO0236
 HO0236.The modeled gravity was interpolated from observed gravity values.
 HO0236
 HO0236;                    North         East    Units  Estimated Accuracy
 HO0236;SPC UT S     - 3,053,590.      324,030.      MT  (+/- 180 meters Scaled)
 HO0236
 HO0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG796124(NAD 83)
 HO0236
 HO0236                          SUPERSEDED SURVEY CONTROL
 HO0236
 HO0236  NGVD 29 (??/??/92)  852.903  (m)         2798.23   (f) ADJ UNCH    1 2
 HO0236
 HO0236.Superseded values are not recommended for survey control.
 HO0236
 HO0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0236.See file dsdata.pdf to determine how the superseded data were derived.
 HO0236
 HO0236_MARKER: DB = BENCH MARK DISK
 HO0236_SETTING: 0 = UNSPECIFIED SETTING
 HO0236_STAMPING: T 58 1934
 HO0236_MARK LOGO: CGS
 HO0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0236
 HO0236  HISTORY     - Date     Condition        Report By
 HO0236  HISTORY     - 1934     MONUMENTED       CGS
 HO0236  HISTORY     - 1938     GOOD             CGS
 HO0236  HISTORY     - 1979     GOOD             USGS
 HO0236  HISTORY     - 1982     GOOD             NGS
 HO0236
 HO0236                          STATION DESCRIPTION
 HO0236
 HO0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 HO0236'6.3 MI NE FROM ST GEORGE.
 HO0236'ALONG U.S. HIGHWAY NO. 91.  1.7 MILES NE OF WASHINGTON POST OFFICE. 57
 HO0236'YARDS NE OF A 15 FOOT BY 20 FOOT CONCRETE CULVERT.  35 FEET WEST OF
 HO0236'CENTERLINE OF HIGHWAY.  AND 10 FEET WEST OF FOOT OF HILL IN CENTER OF
 HO0236'OLD ROADBED.
 HO0236
 HO0236                          STATION RECOVERY (1979)
 HO0236
 HO0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HO0236'1.7 MILE EAST OF THE POST OFFICE AT WASHINGTON. WHERE GRAPEVINE PASS
 HO0236'WASH CROSSES OLD HWY. 91. 42 FT. S. OF CENTERLINE OLD HWY. ON EAST
 HO0236'SIDE OF WASH. IN CENTERLINE OF OLD ROAD. CONCRETE POST PROJECTS 0.1
 HO0236'FT. ABOVE OLD ROAD.
 HO0236
 HO0236                          STATION RECOVERY (1982)
 HO0236
 HO0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0236'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 HO0236'3.2 KM (2.0 MI) NORTHEAST ALONG OLD US HIGHWAY 91 FROM THE OLD BRIDGE
 HO0236'OVER FACTORY CREEK IN WASHINGTON, IN THE CENTER OF AN ABANDON DIRT
 HO0236'ROAD ON THE SOUTHEAST CORNER OF THE CROSSING OF GRAPEVINE PASS WASH,
 HO0236'10.6 METERS (35 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 46.3 METERS
 HO0236'(152 FT) NORTHEAST OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL FOR
 HO0236'A 10 BY 12 FOOT BOX CULVERT.
 HO0236'THE MARK IS 2.1 METERS  SW FROM A WITNESS POST.
 HO0236'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0434 ***********************************************************************
 MS0434  DESIGNATION -  T 59
 MS0434  PID         -  MS0434
 MS0434  STATE/COUNTY-  UT/BOX ELDER
 MS0434  COUNTRY     -  US
 MS0434  USGS QUAD   -  KIMBELL CREEK (2017)
 MS0434
 MS0434                         *CURRENT SURVEY CONTROL
 MS0434  ______________________________________________________________________
 MS0434* NAD 83(1986) POSITION- 41 48 34.     (N) 113 49 20.     (W)   SCALED
 MS0434* NAVD 88 ORTHO HEIGHT -  1758.220 (meters)     5768.43  (feet) ADJUSTED
 MS0434  ______________________________________________________________________
 MS0434  GEOID HEIGHT    -        -15.154 (meters)                     GEOID18
 MS0434  DYNAMIC HEIGHT  -       1756.894 (meters)     5764.08  (feet) COMP
 MS0434  MODELED GRAVITY -    979,805.5   (mgal)                       NAVD 88
 MS0434
 MS0434  VERT ORDER      -  FIRST     CLASS II
 MS0434
 MS0434.The horizontal coordinates were scaled from a map and have
 MS0434.an estimated accuracy of +/- 6 seconds.
 MS0434
 MS0434.The orthometric height was determined by differential leveling and
 MS0434.adjusted by the NATIONAL GEODETIC SURVEY
 MS0434.in June 1991.
 MS0434
 MS0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0434.GEOID18 height accuracy estimate available here.
 MS0434
 MS0434.Click photographs - Photos may exist for this station.
 MS0434
 MS0434.The dynamic height is computed by dividing the NAVD 88
 MS0434.geopotential number by the normal gravity value computed on the
 MS0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0434.degrees latitude (g = 980.6199 gals.).
 MS0434
 MS0434.The modeled gravity was interpolated from observed gravity values.
 MS0434
 MS0434;                    North         East    Units  Estimated Accuracy
 MS0434;SPC UT N     - 1,166,510.      307,050.      MT  (+/- 180 meters Scaled)
 MS0434
 MS0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM655324(NAD 83)
 MS0434
 MS0434                          SUPERSEDED SURVEY CONTROL
 MS0434
 MS0434  NGVD 29 (??/??/92) 1757.064  (m)         5764.63   (f) ADJ UNCH    1 2
 MS0434
 MS0434.Superseded values are not recommended for survey control.
 MS0434
 MS0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0434.See file dsdata.pdf to determine how the superseded data were derived.
 MS0434
 MS0434_MARKER: DB = BENCH MARK DISK
 MS0434_SETTING: 66 = SET IN ROCK OUTCROP
 MS0434_STAMPING: T 59 1934
 MS0434_MARK LOGO: CGS
 MS0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0434+STABILITY: POSITION/ELEVATION WELL
 MS0434
 MS0434  HISTORY     - Date     Condition        Report By
 MS0434  HISTORY     - 1934     MONUMENTED       CGS
 MS0434  HISTORY     - 20241017 MARK NOT FOUND   LOCSUR
 MS0434
 MS0434                          STATION DESCRIPTION
 MS0434
 MS0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0434'8.1 MI N FROM GROUSE CREEK.
 MS0434'8.1 MILES NORTH ALONG JUNCTION PASS ROAD FROM THE PUBLIC SCHOOL AT
 MS0434'GROUSE CREEK, BOX ELDER COUNTY, 900 FEET NORTH OF THE BASE OF THE
 MS0434'NORTHPOINT OF A HILL, 260 FEET SOUTHWEST OF A 12X10X5 FOOT WHITE ROCK,
 MS0434'200 FEET SOUTHWEST OF A 12X10X3 FOOT WHITE ROCK, 250 FEET SOUTHWEST OF
 MS0434'A ROAD LEADING EAST, AND 18 FEET WEST OF THE CENTERLINE OF THE ROAD. A
 MS0434'STANDARD DISK, STAMPED T 59 1934.
 MS0434
 MS0434                          STATION RECOVERY (2024)
 MS0434
 MS0434'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2024 (TPF)
 MS0434'THE 1934 DESCRIPTION CALLS FOR THE MARK TO BE 18 FT (5.5 M) WEST OF
 MS0434'THE CENTERLINE OF THE ROAD.  THIS WOULD PLACE THE MARK AT THE EDGE OF
 MS0434'CURRENT MAINTENANCE.  THERE IS AN UNDERGROUND UTILITY ON THE WESTERLY
 MS0434'SIDE OF THE ROAD.  IT IS PROBABLE THAT THE MARK WAS DESTROYED OR
 MS0434'BURIED BY ROAD AND UTILITY CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0210 ***********************************************************************
 MS0210  DESIGNATION -  T 60
 MS0210  PID         -  MS0210
 MS0210  STATE/COUNTY-  UT/BOX ELDER
 MS0210  COUNTRY     -  US
 MS0210  USGS QUAD   -  MONUMENT POINT (2017)
 MS0210
 MS0210                         *CURRENT SURVEY CONTROL
 MS0210  ______________________________________________________________________
 MS0210* NAD 83(1986) POSITION- 41 42 55.     (N) 112 47 58.     (W)   SCALED
 MS0210* NAVD 88 ORTHO HEIGHT -  1287.000 (meters)     4222.43  (feet) ADJUSTED
 MS0210  ______________________________________________________________________
 MS0210  GEOID HEIGHT    -        -15.649 (meters)                     GEOID18
 MS0210  DYNAMIC HEIGHT  -       1286.150 (meters)     4219.64  (feet) COMP
 MS0210  MODELED GRAVITY -    979,917.3   (mgal)                       NAVD 88
 MS0210
 MS0210  VERT ORDER      -  FIRST     CLASS II
 MS0210
 MS0210.The horizontal coordinates were scaled from a map and have
 MS0210.an estimated accuracy of +/- 6 seconds.
 MS0210
 MS0210.The orthometric height was determined by differential leveling and
 MS0210.adjusted by the NATIONAL GEODETIC SURVEY
 MS0210.in June 1991.
 MS0210
 MS0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0210.GEOID18 height accuracy estimate available here.
 MS0210
 MS0210.Click photographs - Photos may exist for this station.
 MS0210
 MS0210.The dynamic height is computed by dividing the NAVD 88
 MS0210.geopotential number by the normal gravity value computed on the
 MS0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0210.degrees latitude (g = 980.6199 gals.).
 MS0210
 MS0210.The modeled gravity was interpolated from observed gravity values.
 MS0210
 MS0210;                    North         East    Units  Estimated Accuracy
 MS0210;SPC UT N     - 1,154,280.      391,870.      MT  (+/- 180 meters Scaled)
 MS0210
 MS0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM503197(NAD 83)
 MS0210
 MS0210                          SUPERSEDED SURVEY CONTROL
 MS0210
 MS0210  NGVD 29 (??/??/92) 1286.003  (m)         4219.16   (f) ADJ UNCH    1 2
 MS0210
 MS0210.Superseded values are not recommended for survey control.
 MS0210
 MS0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0210.See file dsdata.pdf to determine how the superseded data were derived.
 MS0210
 MS0210_MARKER: DB = BENCH MARK DISK
 MS0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0210_STAMPING: T 60 1934
 MS0210_MARK LOGO: CGS
 MS0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0210+STABILITY: SURFACE MOTION
 MS0210
 MS0210  HISTORY     - Date     Condition        Report By
 MS0210  HISTORY     - 1934     MONUMENTED       CGS
 MS0210  HISTORY     - 1953     GOOD             CGS
 MS0210
 MS0210                          STATION DESCRIPTION
 MS0210
 MS0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0210'8.2 MI E FROM LOCOMOTIVE SPRINGS.
 MS0210'1.4 MILES NORTHEAST ALONG A DIRT ROAD FROM THE NORTHWEST SPRING OF
 MS0210'LOCOMOTIVE SPRINGS, THENCE 6.8 MILES EAST ALONG A GRAVELED ROAD ON THE
 MS0210'ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED.  80 FEET SOUTH OF AND
 MS0210'ACROSS THE TRACK FROM MILEPOLE 751, 33 1/2 FEET SOUTH OF THE CENTER
 MS0210'LINE OF THE ROAD, 1.6 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH
 MS0210'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT
 MS0210'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0333 ***********************************************************************
 MR0333  DESIGNATION -  T 61 RESET
 MR0333  PID         -  MR0333
 MR0333  STATE/COUNTY-  UT/RICH
 MR0333  COUNTRY     -  US
 MR0333  USGS QUAD   -  NEPONSET RESERVOIR NE (2017)
 MR0333
 MR0333                         *CURRENT SURVEY CONTROL
 MR0333  ______________________________________________________________________
 MR0333* NAD 83(1986) POSITION- 41 25 41.     (N) 111 03 25.     (W)   SCALED
 MR0333* NAVD 88 ORTHO HEIGHT -  1973.85  (+/-2cm)     6475.9   (feet) VERTCON3
 MR0333  ______________________________________________________________________
 MR0333  GEOID HEIGHT    -        -15.244 (meters)                     GEOID18
 MR0333  VERT ORDER      -  THIRD (See Below)
 MR0333
 MR0333.The horizontal coordinates were scaled from a map and have
 MR0333.an estimated accuracy of +/- 6 seconds.
 MR0333
 MR0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0333
 MR0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0333.GEOID18 height accuracy estimate available here.
 MR0333
 MR0333.The vertical order pertains to the NGVD 29 superseded value.
 MR0333
 MR0333.Click photographs - Photos may exist for this station.
 MR0333
 MR0333;                    North         East    Units  Estimated Accuracy
 MR0333;SPC UT N     - 1,121,660.      537,030.      MT  (+/- 180 meters Scaled)
 MR0333
 MR0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL952862(NAD 83)
 MR0333
 MR0333                          SUPERSEDED SURVEY CONTROL
 MR0333
 MR0333  NGVD 29 (??/??/??) 1972.48   (m)         6471.4    (f) RESET       3  
 MR0333
 MR0333.Superseded values are not recommended for survey control.
 MR0333
 MR0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0333.See file dsdata.pdf to determine how the superseded data were derived.
 MR0333
 MR0333_MARKER: DB = BENCH MARK DISK
 MR0333_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MR0333_SP_SET: CULVERT HEADWALL
 MR0333_STAMPING: T 61 RESET 1935
 MR0333_MARK LOGO: CGS
 MR0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0333+STABILITY: SURFACE MOTION
 MR0333
 MR0333  HISTORY     - Date     Condition        Report By
 MR0333  HISTORY     - 1935     MONUMENTED       CGS
 MR0333  HISTORY     - 20101212 MARK NOT FOUND   GEOCAC
 MR0333
 MR0333                          STATION DESCRIPTION
 MR0333
 MR0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MR0333'9 MI SE FROM WOODRUFF.
 MR0333'9 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE SCHOOLHOUSE AT
 MR0333'WOODRUFF, ABOUT 1 MILE NORTHWEST OF THE UTAH-WYOMING STATE LINE, IN
 MR0333'SECTION 17, T 8 N, R 8 E, AT HIGHWAY STATION 59+06, ABOUT 255 FEET
 MR0333'SOUTHWEST OF THE CENTER LINE OF AN OLD ROAD, ABOUT 34 FEET EAST OF A
 MR0333'POLE, 19 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AT A PIPE
 MR0333'CULVERT, AND IN THE TOP OF THE CONCRETE HEAD WALL.
 MR0333
 MR0333                          STATION RECOVERY (2010)
 MR0333
 MR0333'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 MR0333'ROAD HAS BEEN WIDENED AT THIS LOCATION AND THE CULVERT DOES NOT HAVE A
 MR0333'HEAD WALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0069 ***********************************************************************
 LP0069  DESIGNATION -  T 62
 LP0069  PID         -  LP0069
 LP0069  STATE/COUNTY-  UT/TOOELE
 LP0069  COUNTRY     -  US
 LP0069  USGS QUAD   -  TERRA (2017)
 LP0069
 LP0069                         *CURRENT SURVEY CONTROL
 LP0069  ______________________________________________________________________
 LP0069* NAD 83(1986) POSITION- 40 19 26.     (N) 112 37 31.     (W)   SCALED
 LP0069* NAVD 88 ORTHO HEIGHT -  1595.250 (meters)     5233.75  (feet) ADJUSTED
 LP0069  ______________________________________________________________________
 LP0069  GEOID HEIGHT    -        -17.585 (meters)                     GEOID18
 LP0069  DYNAMIC HEIGHT  -       1593.870 (meters)     5229.22  (feet) COMP
 LP0069  MODELED GRAVITY -    979,703.9   (mgal)                       NAVD 88
 LP0069
 LP0069  VERT ORDER      -  FIRST     CLASS II
 LP0069
 LP0069.The horizontal coordinates were scaled from a map and have
 LP0069.an estimated accuracy of +/- 6 seconds.
 LP0069
 LP0069.The orthometric height was determined by differential leveling and
 LP0069.adjusted by the NATIONAL GEODETIC SURVEY
 LP0069.in June 1991.
 LP0069
 LP0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0069.GEOID18 height accuracy estimate available here.
 LP0069
 LP0069.Click photographs - Photos may exist for this station.
 LP0069
 LP0069.The dynamic height is computed by dividing the NAVD 88
 LP0069.geopotential number by the normal gravity value computed on the
 LP0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0069.degrees latitude (g = 980.6199 gals.).
 LP0069
 LP0069.The modeled gravity was interpolated from observed gravity values.
 LP0069
 LP0069;                    North         East    Units  Estimated Accuracy
 LP0069;SPC UT C     - 2,221,590.      404,370.      MT  (+/- 180 meters Scaled)
 LP0069
 LP0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK619649(NAD 83)
 LP0069
 LP0069                          SUPERSEDED SURVEY CONTROL
 LP0069
 LP0069  NGVD 29 (??/??/92) 1594.120  (m)         5230.04   (f) ADJ UNCH    1 2
 LP0069
 LP0069.Superseded values are not recommended for survey control.
 LP0069
 LP0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0069.See file dsdata.pdf to determine how the superseded data were derived.
 LP0069
 LP0069_MARKER: DB = BENCH MARK DISK
 LP0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0069_STAMPING: T 62 1934
 LP0069_MARK LOGO: CGS
 LP0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0069+STABILITY: SURFACE MOTION
 LP0069
 LP0069  HISTORY     - Date     Condition        Report By
 LP0069  HISTORY     - 1934     MONUMENTED       CGS
 LP0069  HISTORY     - 1981     GOOD             USGS
 LP0069  HISTORY     - 19890714 MARK NOT FOUND   USGS
 LP0069
 LP0069                          STATION DESCRIPTION
 LP0069
 LP0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0069'6.5 MI E FROM ORRS RANCH.
 LP0069'ABOUT 6.5 MILES EAST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0069'TOOELE COUNTY, 18 FEET SOUTHEAST OF A 12-INCH JUNIPER TREE WHICH IS 35
 LP0069'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 25 FEET WEST OF
 LP0069'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED T 62 1934
 LP0069'AND SET IN THE TOP OF CONCRETE POST.
 LP0069
 LP0069                          STATION RECOVERY (1981)
 LP0069
 LP0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LP0069'X-RDS 0.5 MI. N. OF THE ORR RANCH, THENCE E. FOR 5.3 MI. TO STATE
 LP0069'HWY. 199, THENCE N. 1.15 MI., 33 FT NW OF THE CENTER OF THE HWY. SET
 LP0069'IN THE TOP OF CONCRETE POST,
 LP0069
 LP0069                          STATION RECOVERY (1989)
 LP0069
 LP0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (RGB)
 LP0069'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0107 ***********************************************************************
 KN0107  DESIGNATION -  T 65
 KN0107  PID         -  KN0107
 KN0107  STATE/COUNTY-  UT/DUCHESNE
 KN0107  COUNTRY     -  US
 KN0107  USGS QUAD   -  JONES HOLLOW (2017)
 KN0107
 KN0107                         *CURRENT SURVEY CONTROL
 KN0107  ______________________________________________________________________
 KN0107* NAD 83(1986) POSITION- 39 54 10.     (N) 110 43 58.     (W)   SCALED
 KN0107* NAVD 88 ORTHO HEIGHT -  2582.432 (meters)     8472.53  (feet) POSTED
 KN0107  ______________________________________________________________________
 KN0107  GEOID HEIGHT    -        -15.920 (meters)                     GEOID18
 KN0107  DYNAMIC HEIGHT  -       2579.54  (meters)     8463.0   (feet) COMP
 KN0107  MODELED GRAVITY -    979,413.6   (mgal)                       NAVD 88
 KN0107
 KN0107  VERT ORDER      -  * POSTED, SEE BELOW
 KN0107
 KN0107.The horizontal coordinates were scaled from a map and have
 KN0107.an estimated accuracy of +/- 6 seconds.
 KN0107
 KN0107.The orthometric height was determined by differential leveling
 KN0107.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KN0107
 KN0107.* This is a POSTED BENCH MARK height.
 KN0107
 KN0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0107.GEOID18 height accuracy estimate available here.
 KN0107
 KN0107.Click photographs - Photos may exist for this station.
 KN0107
 KN0107.The dynamic height is computed by dividing the NAVD 88
 KN0107.geopotential number by the normal gravity value computed on the
 KN0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0107.degrees latitude (g = 980.6199 gals.).
 KN0107
 KN0107.The modeled gravity was interpolated from observed gravity values.
 KN0107
 KN0107;                    North         East    Units  Estimated Accuracy
 KN0107;SPC UT C     - 2,174,520.      565,600.      MT  (+/- 180 meters Scaled)
 KN0107
 KN0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK228170(NAD 83)
 KN0107
 KN0107                          SUPERSEDED SURVEY CONTROL
 KN0107
 KN0107  NGVD 29 (??/??/92) 2580.976  (m)         8467.75   (f) ADJ UNCH    1 2
 KN0107
 KN0107.Superseded values are not recommended for survey control.
 KN0107
 KN0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0107.See file dsdata.pdf to determine how the superseded data were derived.
 KN0107
 KN0107_MARKER: DB = BENCH MARK DISK
 KN0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0107_STAMPING: T 65 1934
 KN0107_MARK LOGO: CGS
 KN0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0107+STABILITY: SURFACE MOTION
 KN0107
 KN0107  HISTORY     - Date     Condition        Report By
 KN0107  HISTORY     - 1934     MONUMENTED       CGS
 KN0107  HISTORY     - 1966     MARK NOT FOUND   USGS
 KN0107
 KN0107                          STATION DESCRIPTION
 KN0107
 KN0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0107'17.6 MI NE FROM CASTLEGATE.
 KN0107'IN DUCHESNE COUNTY, 17.6 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM
 KN0107'CASTLEGATE, CARBON COUNTY, AT THE INSIDE OF A CURVE, 80 FEET EAST OF A
 KN0107'16-INCH FIR TREE, 33 FEET NORTHEAST OF A RAVINE AND 36.5 FEET
 KN0107'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 KN0107'T 65 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KN0107
 KN0107                          STATION RECOVERY (1966)
 KN0107
 KN0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0107'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0143 ***********************************************************************
 LP0143  DESIGNATION -  T 67
 LP0143  PID         -  LP0143
 LP0143  STATE/COUNTY-  UT/TOOELE
 LP0143  COUNTRY     -  US
 LP0143  USGS QUAD   -  GRANITE PEAK (2017)
 LP0143
 LP0143                         *CURRENT SURVEY CONTROL
 LP0143  ______________________________________________________________________
 LP0143* NAD 83(1986) POSITION- 40 09 48.45   (N) 113 19 59.74   (W)   HD_HELD1
 LP0143* NAVD 88 ORTHO HEIGHT -  1305.690 (meters)     4283.75  (feet) ADJUSTED
 LP0143  ______________________________________________________________________
 LP0143  GEOID HEIGHT    -        -18.877 (meters)                     GEOID18
 LP0143  DYNAMIC HEIGHT  -       1304.599 (meters)     4280.17  (feet) COMP
 LP0143  MODELED GRAVITY -    979,745.0   (mgal)                       NAVD 88
 LP0143
 LP0143  VERT ORDER      -  FIRST     CLASS II
 LP0143
 LP0143.The horizontal coordinates were determined by differentially corrected
 LP0143.hand held GPS observations or other comparable positioning techniques
 LP0143.and have an estimated accuracy of +/- 3 meters.
 LP0143
 LP0143.The orthometric height was determined by differential leveling and
 LP0143.adjusted by the NATIONAL GEODETIC SURVEY
 LP0143.in June 1991.
 LP0143
 LP0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0143.GEOID18 height accuracy estimate available here.
 LP0143
 LP0143.Click photographs - Photos may exist for this station.
 LP0143
 LP0143.The dynamic height is computed by dividing the NAVD 88
 LP0143.geopotential number by the normal gravity value computed on the
 LP0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0143.degrees latitude (g = 980.6199 gals.).
 LP0143
 LP0143.The modeled gravity was interpolated from observed gravity values.
 LP0143
 LP0143;                    North         East    Units  Estimated Accuracy
 LP0143;SPC UT C     - 2,204,779.8     343,848.9     MT  (+/- 3 meters HH1 GPS) 
 LP0143
 LP0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK0129948509(NAD 83)
 LP0143
 LP0143                          SUPERSEDED SURVEY CONTROL
 LP0143
 LP0143  NGVD 29 (??/??/92) 1304.653  (m)         4280.35   (f) ADJ UNCH    1 2
 LP0143
 LP0143.Superseded values are not recommended for survey control.
 LP0143
 LP0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0143.See file dsdata.pdf to determine how the superseded data were derived.
 LP0143
 LP0143_MARKER: DB = BENCH MARK DISK
 LP0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0143_STAMPING: T 67 1934
 LP0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0143+STABILITY: SURFACE MOTION
 LP0143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0143+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2015
 LP0143
 LP0143  HISTORY     - Date     Condition        Report By
 LP0143  HISTORY     - 1934     MONUMENTED       CGS
 LP0143  HISTORY     - 20150318 GOOD             INDIV
 LP0143
 LP0143                          STATION DESCRIPTION
 LP0143
 LP0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0143'30.3 MI E FROM GOLD HILL.
 LP0143'ABOUT 30.3 MILES EAST ALONG THE OLD LINCOLN HIGHWAY FROM GOLD HILL,
 LP0143'TOOELE COUNTY, ABOUT 400 YARDS EAST OF THE NORTH END OF A SMALL ROCKY
 LP0143'RIDGE, AND 44 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A
 LP0143'STANDARD DISK, STAMPED T 67 1934 AND SET IN THE TOP OF A CONCRETE
 LP0143'POST.
 LP0143
 LP0143                          STATION RECOVERY (2015)
 LP0143
 LP0143'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (GDS)
 LP0143'RECOVERED BY DEWBERRY CONSULTANTS LLC. MARK IS ON DUGWAY PROVING
 LP0143'GROUNDS MILITARY BASE. NO ENTRY WITHOUT PRIOR APPROVAL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0331 ***********************************************************************
 KO0331  DESIGNATION -  T 74
 KO0331  PID         -  KO0331
 KO0331  STATE/COUNTY-  UT/MILLARD
 KO0331  COUNTRY     -  US
 KO0331  USGS QUAD   -  HOLE IN THE GROUND (2017)
 KO0331
 KO0331                         *CURRENT SURVEY CONTROL
 KO0331  ______________________________________________________________________
 KO0331* NAD 83(1986) POSITION- 39 13 43.     (N) 113 57 54.     (W)   SCALED
 KO0331* NAVD 88 ORTHO HEIGHT -  1488.681 (meters)     4884.11  (feet) ADJUSTED
 KO0331  ______________________________________________________________________
 KO0331  GEOID HEIGHT    -        -20.262 (meters)                     GEOID18
 KO0331  DYNAMIC HEIGHT  -       1487.245 (meters)     4879.40  (feet) COMP
 KO0331  MODELED GRAVITY -    979,610.7   (mgal)                       NAVD 88
 KO0331
 KO0331  VERT ORDER      -  SECOND    CLASS 0
 KO0331
 KO0331.The horizontal coordinates were scaled from a map and have
 KO0331.an estimated accuracy of +/- 6 seconds.
 KO0331
 KO0331.The orthometric height was determined by differential leveling and
 KO0331.adjusted by the NATIONAL GEODETIC SURVEY
 KO0331.in June 1991.
 KO0331
 KO0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0331.GEOID18 height accuracy estimate available here.
 KO0331
 KO0331.Click photographs - Photos may exist for this station.
 KO0331
 KO0331.The dynamic height is computed by dividing the NAVD 88
 KO0331.geopotential number by the normal gravity value computed on the
 KO0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0331.degrees latitude (g = 980.6199 gals.).
 KO0331
 KO0331.The modeled gravity was interpolated from observed gravity values.
 KO0331
 KO0331;                    North         East    Units  Estimated Accuracy
 KO0331;SPC UT C     - 2,102,330.      287,190.      MT  (+/- 180 meters Scaled)
 KO0331
 KO0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ440463(NAD 83)
 KO0331
 KO0331                          SUPERSEDED SURVEY CONTROL
 KO0331
 KO0331  NGVD 29 (??/??/92) 1487.583  (m)         4880.51   (f) ADJ UNCH    2 0
 KO0331
 KO0331.Superseded values are not recommended for survey control.
 KO0331
 KO0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0331.See file dsdata.pdf to determine how the superseded data were derived.
 KO0331
 KO0331_MARKER: DB = BENCH MARK DISK
 KO0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0331_STAMPING: T 74 1934
 KO0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0331+STABILITY: SURFACE MOTION
 KO0331
 KO0331  HISTORY     - Date     Condition        Report By
 KO0331  HISTORY     - 1934     MONUMENTED       CGS
 KO0331  HISTORY     - 20031017 GOOD             USGS-R
 KO0331
 KO0331                          STATION DESCRIPTION
 KO0331
 KO0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0331'2.0 MI E FROM ROBISONS RANCH.
 KO0331'2.0 MILES EAST ALONG U.S. HIGHWAY 6 FROM ROBISONS RANCH, MILLARD
 KO0331'COUNTY, 70 FEET WEST OF TWO SMALL SANDY KNOBS, AND 45 FEET NORTH OF
 KO0331'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED T 74 1934
 KO0331'AND SET IN THE TOP OF A CONCRETE POST.
 KO0331
 KO0331                          STATION RECOVERY (2003)
 KO0331
 KO0331'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 2003 (JMM)
 KO0331'NEVADA/UTAH STATE LINE,0.7 MI EAST ALONG US HWY 6/50 TO CROSSROAD,
 KO0331'12.0 MILES NORTH TO ROBINSON RANCH AND T-RD EAST,2.0 MILES ALONG DIRT
 KO0331'RD., 45 FT.NORTH OF CENTER LINE OF RD. A STANDARD TABLET SET IN
 KO0331'CONCRETE POST STAMPED T-74 1934
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0365 ***********************************************************************
 KO0365  DESIGNATION -  T 75
 KO0365  PID         -  KO0365
 KO0365  STATE/COUNTY-  UT/JUAB
 KO0365  COUNTRY     -  US
 KO0365  USGS QUAD   -  TROUT CREEK (2017)
 KO0365
 KO0365                         *CURRENT SURVEY CONTROL
 KO0365  ______________________________________________________________________
 KO0365* NAD 83(1994) POSITION- 39 44 16.09255(N) 113 48 25.63756(W)   ADJUSTED
 KO0365* NAVD 88 ORTHO HEIGHT -  1485.926 (meters)     4875.08  (feet) ADJUSTED
 KO0365  ______________________________________________________________________
 KO0365  GEOID HEIGHT    -        -19.453 (meters)                     GEOID18
 KO0365  LAPLACE CORR    -         -6.20  (seconds)                    DEFLEC18
 KO0365  DYNAMIC HEIGHT  -       1484.560 (meters)     4870.59  (feet) COMP
 KO0365  MODELED GRAVITY -    979,655.5   (mgal)                       NAVD 88
 KO0365
 KO0365  HORZ ORDER      -  THIRD
 KO0365  VERT ORDER      -  SECOND    CLASS 0
 KO0365
 KO0365.The horizontal coordinates were established by classical geodetic methods
 KO0365.and adjusted by the National Geodetic Survey in November 1997.
 KO0365
 KO0365.The orthometric height was determined by differential leveling and
 KO0365.adjusted by the NATIONAL GEODETIC SURVEY
 KO0365.in June 1991.
 KO0365
 KO0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0365.GEOID18 height accuracy estimate available here.
 KO0365
 KO0365.Click photographs - Photos may exist for this station.
 KO0365
 KO0365.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0365
 KO0365.The dynamic height is computed by dividing the NAVD 88
 KO0365.geopotential number by the normal gravity value computed on the
 KO0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0365.degrees latitude (g = 980.6199 gals.).
 KO0365
 KO0365.The modeled gravity was interpolated from observed gravity values.
 KO0365
 KO0365. The following values were computed from the NAD 83(1994) position.
 KO0365
 KO0365;                    North         East     Units Scale Factor Converg.
 KO0365;SPC UT C     - 2,158,472.219   302,276.191   MT  0.99990025   -1 28 40.4
 KO0365;SPC UT C     - 7,081,587.61    991,717.80   sFT  0.99990025   -1 28 40.4
 KO0365;UTM  12      - 4,402,425.292   259,453.229   MT  1.00031243   -1 47 43.4
 KO0365
 KO0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0365!SPC UT C     -   0.99976999  x   0.99990025  =   0.99967026
 KO0365!UTM  12      -   0.99976999  x   1.00031243  =   1.00008235
 KO0365
 KO0365:                Primary Azimuth Mark                     Grid Az
 KO0365:SPC UT C     -  IBEPAH                                   317 37 51.1
 KO0365:UTM  12      -  IBEPAH                                   317 56 54.1
 KO0365
 KO0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK5945302425(NAD 83)
 KO0365
 KO0365|---------------------------------------------------------------------|
 KO0365| PID    Reference Object                     Distance      Geod. Az  |
 KO0365|                                                           dddmmss.s |
 KO0365| KO0484 IBEPAH                              APPROX.13.9 KM 3160910.7 |
 KO0365|---------------------------------------------------------------------|
 KO0365
 KO0365                          SUPERSEDED SURVEY CONTROL
 KO0365
 KO0365  NAD 83(1986)-  39 44 16.08734(N)    113 48 25.63918(W) AD(       ) 3
 KO0365  NAD 27      -  39 44 16.29906(N)    113 48 22.66817(W) AD(       ) 3
 KO0365  NGVD 29 (??/??/92) 1484.836  (m)         4871.50   (f) ADJ UNCH    2 0
 KO0365  NGVD 29            1484.84   (m)         4871.5    (f) LEVELING    3  
 KO0365
 KO0365.Superseded values are not recommended for survey control.
 KO0365
 KO0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0365.See file dsdata.pdf to determine how the superseded data were derived.
 KO0365
 KO0365_MARKER: DB = BENCH MARK DISK
 KO0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0365_STAMPING: T 75 1934
 KO0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0365+STABILITY: SURFACE MOTION
 KO0365
 KO0365  HISTORY     - Date     Condition        Report By
 KO0365  HISTORY     - 1934     MONUMENTED       CGS
 KO0365  HISTORY     - 1959     GOOD             CGS
 KO0365
 KO0365                          STATION DESCRIPTION
 KO0365
 KO0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0365'3.9 MI N FROM TROUT CREEK.
 KO0365'3.9 MILES NORTH ALONG THE ROAD LEADING TO CALLAO FROM THE OLD POST
 KO0365'OFFICE AT TROUT CREEK, 169 FEET NORTHEAST OF A DRY
 KO0365'NORTHWEST-AND-SOUTHEAST WASH, AND 51 FEET WEST OF THE CENTER LINE OF
 KO0365'THE ROAD.  SET IN THE TOP OF A CONCRETE POST.
 KO0365
 KO0365                          STATION RECOVERY (1959)
 KO0365
 KO0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KO0365'ABOUT 3.9 MI. N. ALONG THE RD. LEADING TO CALLAO FROM THE OLD POST
 KO0365'OFFICE AT TROUT CREEK, JUAB COUNTY, ABOUT 169 FT. NE. OF A DRY NW-SE.
 KO0365'WASH, AND 51 FT. W. OF THE CENTERLINE OF THE RD.
 KO0365'
 KO0365'STATION MARK--STANDARD USC AND GS BENCH MARK DISK, STAMPED ---T 75
 KO0365'1934---, SET IN TOP OF CONCRETE POST PROJECTING 0.6 FT.
 KO0365'
 KO0365'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0188 ***********************************************************************
 LP0188  DESIGNATION -  T 76
 LP0188  PID         -  LP0188
 LP0188  STATE/COUNTY-  UT/TOOELE
 LP0188  COUNTRY     -  US
 LP0188  USGS QUAD   -  ELEPHANT KNOLL (2017)
 LP0188
 LP0188                         *CURRENT SURVEY CONTROL
 LP0188  ______________________________________________________________________
 LP0188* NAD 83(1986) POSITION- 40 18 24.     (N) 113 52 56.     (W)   SCALED
 LP0188* NAVD 88 ORTHO HEIGHT -  1324.469 (meters)     4345.36  (feet) ADJUSTED
 LP0188  ______________________________________________________________________
 LP0188  GEOID HEIGHT    -        -18.908 (meters)                     GEOID18
 LP0188  DYNAMIC HEIGHT  -       1323.385 (meters)     4341.81  (feet) COMP
 LP0188  MODELED GRAVITY -    979,761.6   (mgal)                       NAVD 88
 LP0188
 LP0188  VERT ORDER      -  SECOND    CLASS 0
 LP0188
 LP0188.The horizontal coordinates were scaled from a map and have
 LP0188.an estimated accuracy of +/- 6 seconds.
 LP0188
 LP0188.The orthometric height was determined by differential leveling and
 LP0188.adjusted by the NATIONAL GEODETIC SURVEY
 LP0188.in June 1991.
 LP0188
 LP0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0188.GEOID18 height accuracy estimate available here.
 LP0188
 LP0188.Click photographs - Photos may exist for this station.
 LP0188
 LP0188.The dynamic height is computed by dividing the NAVD 88
 LP0188.geopotential number by the normal gravity value computed on the
 LP0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0188.degrees latitude (g = 980.6199 gals.).
 LP0188
 LP0188.The modeled gravity was interpolated from observed gravity values.
 LP0188
 LP0188;                    North         East    Units  Estimated Accuracy
 LP0188;SPC UT C     - 2,221,780.      297,520.      MT  (+/- 180 meters Scaled)
 LP0188
 LP0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK550657(NAD 83)
 LP0188
 LP0188                          SUPERSEDED SURVEY CONTROL
 LP0188
 LP0188  NGVD 29 (??/??/92) 1323.467  (m)         4342.07   (f) ADJ UNCH    2 0
 LP0188
 LP0188.Superseded values are not recommended for survey control.
 LP0188
 LP0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0188.See file dsdata.pdf to determine how the superseded data were derived.
 LP0188
 LP0188_MARKER: DB = BENCH MARK DISK
 LP0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0188_STAMPING: T 76 1934
 LP0188_MARK LOGO: CGS
 LP0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0188+STABILITY: SURFACE MOTION
 LP0188
 LP0188  HISTORY     - Date     Condition        Report By
 LP0188  HISTORY     - 1934     MONUMENTED       CGS
 LP0188  HISTORY     - 1972     GOOD             USGS
 LP0188
 LP0188                          STATION DESCRIPTION
 LP0188
 LP0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0188'11.5 MI N FROM GOLD HILL.
 LP0188'ABOUT 11.5 MILES NORTH ALONG THE DEEP CREEK RAILROAD FROM THE STATION
 LP0188'AT GOLD HILL, TOOELE COUNTY, 39 FEET SOUTH OF MILEPOST 33, 51 FEET
 LP0188'EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE
 LP0188'RAIL.  A STANDARD DISK, STAMPED T 76 1934 AND SET IN THE TOP OF A
 LP0188'CONCRETE POST.
 LP0188
 LP0188                          STATION RECOVERY (1972)
 LP0188
 LP0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 LP0188'GOLD HILL. ABOUT 11.5 MI. NORTH OF, ALONG THE ROAD THAT WAS FORMERLY
 LP0188'THE ROAD BED OF THE OLD DEEP CREEK R.R. AND ABOUT 3.9 MILES NORTH OF
 LP0188'THE SITE OF THE GARRISON MONSTER WATER TANK. (FROM THE GARRISON
 LP0188'MONSTER WATER TANK SITE NORTH TO THE BM, TRAVEL MUST BE MADE BY WAY
 LP0188'OF A SIDE ROAD PARALLELLING THE RAIL ROAD BED. DRAINS HAVE WASHED
 LP0188'THROUGH THE RAIL ROAD BED MAKING IT IMPASSBLE.) THE BM IS A STANDARD
 LP0188'DISK SET IN THE TOP OF A CONCRETE POST LOCATED 51 FT. EAST OF THE
 LP0188'ROAD AND ABOUT 2 FT. LOWER. IT IS STAMPED T-76 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0284 ***********************************************************************
 KO0284  DESIGNATION -  T 78
 KO0284  PID         -  KO0284
 KO0284  STATE/COUNTY-  UT/JUAB
 KO0284  COUNTRY     -  US
 KO0284  USGS QUAD   -  LADY LAIRD PEAK (2017)
 KO0284
 KO0284                         *CURRENT SURVEY CONTROL
 KO0284  ______________________________________________________________________
 KO0284* NAD 83(1986) POSITION- 39 34 19.4    (N) 113 03 42.2    (W)   HD_HELD2
 KO0284* NAVD 88 ORTHO HEIGHT -  1811.203 (meters)     5942.26  (feet) ADJUSTED
 KO0284  ______________________________________________________________________
 KO0284  GEOID HEIGHT    -        -19.301 (meters)                     GEOID18
 KO0284  DYNAMIC HEIGHT  -       1809.465 (meters)     5936.55  (feet) COMP
 KO0284  MODELED GRAVITY -    979,602.5   (mgal)                       NAVD 88
 KO0284
 KO0284  VERT ORDER      -  SECOND    CLASS 0
 KO0284
 KO0284.The horizontal coordinates were established by autonomous hand held GPS
 KO0284.observations and have an estimated accuracy of +/- 10 meters.
 KO0284
 KO0284.The orthometric height was determined by differential leveling and
 KO0284.adjusted by the NATIONAL GEODETIC SURVEY
 KO0284.in June 1991.
 KO0284
 KO0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0284.GEOID18 height accuracy estimate available here.
 KO0284
 KO0284.Click photographs - Photos may exist for this station.
 KO0284
 KO0284.The dynamic height is computed by dividing the NAVD 88
 KO0284.geopotential number by the normal gravity value computed on the
 KO0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0284.degrees latitude (g = 980.6199 gals.).
 KO0284
 KO0284.The modeled gravity was interpolated from observed gravity values.
 KO0284
 KO0284;                    North         East    Units  Estimated Accuracy
 KO0284;SPC UT C     - 2,138,692.      365,829.      MT  (+/- 10 meters HH2 GPS)
 KO0284
 KO0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ2291182291(NAD 83)
 KO0284
 KO0284                          SUPERSEDED SURVEY CONTROL
 KO0284
 KO0284  NGVD 29 (??/??/92) 1810.015  (m)         5938.36   (f) ADJ UNCH    2 0
 KO0284
 KO0284.Superseded values are not recommended for survey control.
 KO0284
 KO0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0284.See file dsdata.pdf to determine how the superseded data were derived.
 KO0284
 KO0284_MARKER: DB = BENCH MARK DISK
 KO0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0284_STAMPING: T 78 1934
 KO0284_MARK LOGO: CGS
 KO0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0284+STABILITY: SURFACE MOTION
 KO0284
 KO0284  HISTORY     - Date     Condition        Report By
 KO0284  HISTORY     - 1934     MONUMENTED       CGS
 KO0284
 KO0284                          STATION DESCRIPTION
 KO0284
 KO0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0284'25.7 MI NW FROM ABRAHAM.
 KO0284'25.7 MILES NORTHWEST ALONG THE HINCKLEY-CALLAO ROAD FROM ABRAHAM.  65
 KO0284'FEET SOUTHWEST OF JUNCTION WITH SIDE ROAD LEADING TO JOY, AND 40 FEET
 KO0284'WEST OF CENTERLINE OF HINCKLEY-CALLAO ROAD.  SET IN TOP OF CONCRETE
 KO0284'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0384 ***********************************************************************
 KO0384  DESIGNATION -  T 79
 KO0384  PID         -  KO0384
 KO0384  STATE/COUNTY-  UT/JUAB
 KO0384  COUNTRY     -  US
 KO0384  USGS QUAD   -  CALLAO (2017)
 KO0384
 KO0384                         *CURRENT SURVEY CONTROL
 KO0384  ______________________________________________________________________
 KO0384* NAD 83(1986) POSITION- 39 53 18.     (N) 113 39 51.     (W)   SCALED
 KO0384* NAVD 88 ORTHO HEIGHT -  1320.016 (meters)     4330.75  (feet) ADJUSTED
 KO0384  ______________________________________________________________________
 KO0384  GEOID HEIGHT    -        -19.518 (meters)                     GEOID18
 KO0384  DYNAMIC HEIGHT  -       1318.869 (meters)     4326.99  (feet) COMP
 KO0384  MODELED GRAVITY -    979,711.6   (mgal)                       NAVD 88
 KO0384
 KO0384  VERT ORDER      -  SECOND    CLASS 0
 KO0384
 KO0384.The horizontal coordinates were scaled from a map and have
 KO0384.an estimated accuracy of +/- 6 seconds.
 KO0384
 KO0384.The orthometric height was determined by differential leveling and
 KO0384.adjusted by the NATIONAL GEODETIC SURVEY
 KO0384.in June 1991.
 KO0384
 KO0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0384.GEOID18 height accuracy estimate available here.
 KO0384
 KO0384.Click photographs - Photos may exist for this station.
 KO0384
 KO0384.The dynamic height is computed by dividing the NAVD 88
 KO0384.geopotential number by the normal gravity value computed on the
 KO0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0384.degrees latitude (g = 980.6199 gals.).
 KO0384
 KO0384.The modeled gravity was interpolated from observed gravity values.
 KO0384
 KO0384;                    North         East    Units  Estimated Accuracy
 KO0384;SPC UT C     - 2,174,870.      314,930.      MT  (+/- 180 meters Scaled)
 KO0384
 KO0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK722187(NAD 83)
 KO0384
 KO0384                          SUPERSEDED SURVEY CONTROL
 KO0384
 KO0384  NGVD 29 (??/??/92) 1318.987  (m)         4327.38   (f) ADJ UNCH    2 0
 KO0384
 KO0384.Superseded values are not recommended for survey control.
 KO0384
 KO0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0384.See file dsdata.pdf to determine how the superseded data were derived.
 KO0384
 KO0384_MARKER: DB = BENCH MARK DISK
 KO0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0384_STAMPING: T 79 1934
 KO0384_MARK LOGO: CGS
 KO0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0384+STABILITY: SURFACE MOTION
 KO0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0384+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2021
 KO0384
 KO0384  HISTORY     - Date     Condition        Report By
 KO0384  HISTORY     - 1934     MONUMENTED       CGS
 KO0384  HISTORY     - 20210719 GOOD             NGIA
 KO0384
 KO0384                          STATION DESCRIPTION
 KO0384
 KO0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0384'3.1 MI E FROM CALLAO.
 KO0384'3.1 MILES EAST ALONG THE ROAD TO HINCKLEY FROM THE POST OFFICE AT
 KO0384'CALLAO.  210 FEET EAST OF SHORT S-CURVE, AND 49 FEET SOUTH OF CENTER
 KO0384'LINE OF ROAD.  SET IN TOP OF CONCRETE POST.
 KO0384
 KO0384                          STATION RECOVERY (2021)
 KO0384
 KO0384'RECOVERY NOTE BY NATIONAL GEOSPATIAL INTELL AGY 2021 (BWB)
 KO0384'THE STATION IS A BRASS DISK SET IN THE TOP OF A ROUND CONCRETE
 KO0384'MONUMENT.
 KO0384'
 KO0384'THE MARK IS LOCATED 47 M (154.2 FT) NORTH OF THE ROAD CENTERLINE AND
 KO0384'MARKED BY A WITNESS POST.
 KO0384'
 KO0384'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 80 AND U.S
 KO0384'ALT.  93A, PROCEED SOUTH THEN EAST ON U.S. ALT.  93A FOR 0.3 MILE.
 KO0384'TURN RIGHT, SOUTH, STAYING ON U.S ALT.  93A AND GO 25.6 MI (41.2 KM)
 KO0384'TO A ROAD ON THE LEFT.  TURN LEFT, EAST TURNING SOUTH AND GO 29.4 MI
 KO0384'(47.3 KM) TO A ROAD ON THE LEFT.  TURN LEFT, NORTHEAST AND GO 6.1 MI
 KO0384'(9.8 KM) TO A ROAD ON THE RIGHT.  TURN RIGHT, SOUTHEAST TURNING EAST
 KO0384'AND GO 13.9 MI (22.4 KM) TO A T INTERSECTION.  TURN RIGHT, SOUTH AND
 KO0384'GO 4.0 MI (6.4 KM) TO A Y INTERSECTION.  VEER LEFT, EAST AND GO 3.6 MI
 KO0384'(5.8 KM) TO THE STATION ON THE LEFT, NORTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0307 ***********************************************************************
 JO0307  DESIGNATION -  T 8
 JO0307  PID         -  JO0307
 JO0307  STATE/COUNTY-  UT/IRON
 JO0307  COUNTRY     -  US
 JO0307  USGS QUAD   -  LUND (2017)
 JO0307
 JO0307                         *CURRENT SURVEY CONTROL
 JO0307  ______________________________________________________________________
 JO0307* NAD 83(1986) POSITION- 38 03 09.     (N) 113 22 35.     (W)   SCALED
 JO0307* NAVD 88 ORTHO HEIGHT -  1550.513 (meters)     5086.97  (feet) ADJUSTED
 JO0307  ______________________________________________________________________
 JO0307  GEOID HEIGHT    -        -22.202 (meters)                     GEOID18
 JO0307  DYNAMIC HEIGHT  -       1548.815 (meters)     5081.40  (feet) COMP
 JO0307  MODELED GRAVITY -    979,480.3   (mgal)                       NAVD 88
 JO0307
 JO0307  VERT ORDER      -  FIRST     CLASS II
 JO0307
 JO0307.The horizontal coordinates were scaled from a map and have
 JO0307.an estimated accuracy of +/- 6 seconds.
 JO0307
 JO0307.The orthometric height was determined by differential leveling and
 JO0307.adjusted by the NATIONAL GEODETIC SURVEY
 JO0307.in June 1991.
 JO0307
 JO0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0307.GEOID18 height accuracy estimate available here.
 JO0307
 JO0307.Click photographs - Photos may exist for this station.
 JO0307
 JO0307.The dynamic height is computed by dividing the NAVD 88
 JO0307.geopotential number by the normal gravity value computed on the
 JO0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0307.degrees latitude (g = 980.6199 gals.).
 JO0307
 JO0307.The modeled gravity was interpolated from observed gravity values.
 JO0307
 JO0307;                    North         East    Units  Estimated Accuracy
 JO0307;SPC UT S     - 3,155,460.      335,330.      MT  (+/- 180 meters Scaled)
 JO0307
 JO0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH914143(NAD 83)
 JO0307
 JO0307                          SUPERSEDED SURVEY CONTROL
 JO0307
 JO0307  NGVD 29 (??/??/92) 1549.408  (m)         5083.35   (f) ADJ UNCH    1 2
 JO0307
 JO0307.Superseded values are not recommended for survey control.
 JO0307
 JO0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0307.See file dsdata.pdf to determine how the superseded data were derived.
 JO0307
 JO0307_MARKER: P = PIPE CAP
 JO0307_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JO0307_STAMPING: ELEV. 5083.349 FT
 JO0307_MARK LOGO: CGS
 JO0307_MAGNETIC: P = MARKER IS A STEEL PIPE
 JO0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0307
 JO0307  HISTORY     - Date     Condition        Report By
 JO0307  HISTORY     - 1908     MONUMENTED       CGS
 JO0307  HISTORY     - 1934     GOOD             CGS
 JO0307  HISTORY     - 20120229 MARK NOT FOUND   GEOCAC
 JO0307
 JO0307                          STATION DESCRIPTION
 JO0307
 JO0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0307'IN KERR.
 JO0307'AT KERR, IRON COUNTY, ON THE UNION PACIFIC RAILROAD, ABOUT 8 POLES
 JO0307'SOUTHWEST OF MILE POLE 546, ABOUT 159 FEET SOUTHEAST OF THE CENTER
 JO0307'LINE OF THE MAIN TRACK, DIRECTLY OPPOSITE THE STATION SIGN, AND ABOUT
 JO0307'3 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD CAP, STAMPED ELEV.
 JO0307'5083.349 FT. AND FASTENED ON THE TOP OF AN IRON PIPE PROJECTING ABOUT
 JO0307'6 INCHES ABOVE GROUND.
 JO0307
 JO0307                          STATION RECOVERY (2012)
 JO0307
 JO0307'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 JO0307'LOCATION MAY HAVE BEEN CULTIVATED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0463 ***********************************************************************
 MS0463  DESIGNATION -  T 81
 MS0463  PID         -  MS0463
 MS0463  STATE/COUNTY-  UT/BOX ELDER
 MS0463  COUNTRY     -  US
 MS0463  USGS QUAD   -  BUCK HOLLOW (2017)
 MS0463
 MS0463                         *CURRENT SURVEY CONTROL
 MS0463  ______________________________________________________________________
 MS0463* NAD 83(1986) POSITION- 41 59 24.     (N) 113 38 56.     (W)   SCALED
 MS0463* NAVD 88 ORTHO HEIGHT -  1645.374 (meters)     5398.20  (feet) ADJUSTED
 MS0463  ______________________________________________________________________
 MS0463  GEOID HEIGHT    -        -14.837 (meters)                     GEOID18
 MS0463  DYNAMIC HEIGHT  -       1644.185 (meters)     5394.30  (feet) COMP
 MS0463  MODELED GRAVITY -    979,841.3   (mgal)                       NAVD 88
 MS0463
 MS0463  VERT ORDER      -  SECOND    CLASS 0
 MS0463
 MS0463.The horizontal coordinates were scaled from a map and have
 MS0463.an estimated accuracy of +/- 6 seconds.
 MS0463
 MS0463.The orthometric height was determined by differential leveling and
 MS0463.adjusted by the NATIONAL GEODETIC SURVEY
 MS0463.in June 1991.
 MS0463
 MS0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0463.GEOID18 height accuracy estimate available here.
 MS0463
 MS0463.Click photographs - Photos may exist for this station.
 MS0463
 MS0463.The dynamic height is computed by dividing the NAVD 88
 MS0463.geopotential number by the normal gravity value computed on the
 MS0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0463.degrees latitude (g = 980.6199 gals.).
 MS0463
 MS0463.The modeled gravity was interpolated from observed gravity values.
 MS0463
 MS0463;                    North         East    Units  Estimated Accuracy
 MS0463;SPC UT N     - 1,186,190.      321,950.      MT  (+/- 180 meters Scaled)
 MS0463
 MS0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM805520(NAD 83)
 MS0463
 MS0463                          SUPERSEDED SURVEY CONTROL
 MS0463
 MS0463  NGVD 29 (??/??/92) 1644.233  (m)         5394.45   (f) ADJ UNCH    2 0
 MS0463
 MS0463.Superseded values are not recommended for survey control.
 MS0463
 MS0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0463.See file dsdata.pdf to determine how the superseded data were derived.
 MS0463
 MS0463_MARKER: DB = BENCH MARK DISK
 MS0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0463_STAMPING: T 81 1934
 MS0463_MARK LOGO: CGS
 MS0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0463+STABILITY: SURFACE MOTION
 MS0463
 MS0463  HISTORY     - Date     Condition        Report By
 MS0463  HISTORY     - 1934     MONUMENTED       CGS
 MS0463  HISTORY     - 1957     MARK NOT FOUND   CGS
 MS0463
 MS0463                          STATION DESCRIPTION
 MS0463
 MS0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0463'6.5 MI S FROM ALMO, ID.
 MS0463'IN BOX ELDER COUNTY, UTAH, 6.5 MILES SOUTH ALONG THE ROAD LEADING TO
 MS0463'STREVELL FROM THE CROSSROADS ONE MILE SOUTH OF ALMO, CASSIA COUNTY,
 MS0463'IDAHO, 1 MILE NORTH OF A BRICK FARMHOUSE, AND 42 FEET EAST OF THE
 MS0463'CENTER LINE OF A TRAIL.  A STANDARD DISK, STAMPED T 81 1934 AND SET IN
 MS0463'THE TOP OF A CONCRETE POST.
 MS0463
 MS0463                          STATION RECOVERY (1957)
 MS0463
 MS0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MS0463'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0158 ***********************************************************************
 LP0158  DESIGNATION -  T 81
 LP0158  PID         -  LP0158
 LP0158  STATE/COUNTY-  UT/TOOELE
 LP0158  COUNTRY     -  US
 LP0158  USGS QUAD   -  DUGWAY PROVING GROUND NE (2017)
 LP0158
 LP0158                         *CURRENT SURVEY CONTROL
 LP0158  ______________________________________________________________________
 LP0158* NAD 83(1986) POSITION- 40 09 12.     (N) 113 02 03.     (W)   SCALED
 LP0158* NAVD 88 ORTHO HEIGHT -  1317.210 (meters)     4321.55  (feet) ADJUSTED
 LP0158  ______________________________________________________________________
 LP0158  GEOID HEIGHT    -        -18.688 (meters)                     GEOID18
 LP0158  DYNAMIC HEIGHT  -       1316.134 (meters)     4318.02  (feet) COMP
 LP0158  MODELED GRAVITY -    979,762.7   (mgal)                       NAVD 88
 LP0158
 LP0158  VERT ORDER      -  SECOND    CLASS 0
 LP0158
 LP0158.The horizontal coordinates were scaled from a map and have
 LP0158.an estimated accuracy of +/- 6 seconds.
 LP0158
 LP0158.The orthometric height was determined by differential leveling and
 LP0158.adjusted by the NATIONAL GEODETIC SURVEY
 LP0158.in June 1991.
 LP0158
 LP0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0158.GEOID18 height accuracy estimate available here.
 LP0158
 LP0158.Click photographs - Photos may exist for this station.
 LP0158
 LP0158.The dynamic height is computed by dividing the NAVD 88
 LP0158.geopotential number by the normal gravity value computed on the
 LP0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0158.degrees latitude (g = 980.6199 gals.).
 LP0158
 LP0158.The modeled gravity was interpolated from observed gravity values.
 LP0158
 LP0158;                    North         East    Units  Estimated Accuracy
 LP0158;SPC UT C     - 2,203,180.      369,300.      MT  (+/- 180 meters Scaled)
 LP0158
 LP0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK267467(NAD 83)
 LP0158
 LP0158                          SUPERSEDED SURVEY CONTROL
 LP0158
 LP0158  NGVD 29 (??/??/92) 1316.188  (m)         4318.19   (f) ADJ UNCH    2 0
 LP0158
 LP0158.Superseded values are not recommended for survey control.
 LP0158
 LP0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0158.See file dsdata.pdf to determine how the superseded data were derived.
 LP0158
 LP0158_MARKER: DB = BENCH MARK DISK
 LP0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0158_STAMPING: T 81 1934
 LP0158_MARK LOGO: CGS
 LP0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0158+STABILITY: SURFACE MOTION
 LP0158
 LP0158  HISTORY     - Date     Condition        Report By
 LP0158  HISTORY     - 1934     MONUMENTED       CGS
 LP0158
 LP0158                          STATION DESCRIPTION
 LP0158
 LP0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0158'20 MI W FROM ORRS RANCH.
 LP0158'ABOUT 20 MILES WEST ALONG OLD LINCOLN HIGHWAY FROM ORRS RANCH, TOOELE
 LP0158'COUNTY, THENCE ABOUT 6.3 MILES SOUTHWEST ALONG THE ROAD LEADING TO
 LP0158'FISH SPRINGS, ABOUT 0.4 MILE EAST OF A ROAD PASSING BETWEEN TWO LARGE
 LP0158'SAND HILLS, ABOUT 725 FEET NORTH OF A SMALL RIDGE OF SAND HILLS, AND
 LP0158'38 FEET SOUTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 LP0158'STAMPED T 81 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0376 ***********************************************************************
 MS0376  DESIGNATION -  T 83
 MS0376  PID         -  MS0376
 MS0376  STATE/COUNTY-  UT/BOX ELDER
 MS0376  COUNTRY     -  US
 MS0376  USGS QUAD   -  LUCIN (2017)
 MS0376
 MS0376                         *CURRENT SURVEY CONTROL
 MS0376  ______________________________________________________________________
 MS0376* NAD 83(1986) POSITION- 41 20 09.     (N) 113 54 16.     (W)   SCALED
 MS0376* NAVD 88 ORTHO HEIGHT -  1363.600 (meters)     4473.74  (feet) ADJUSTED
 MS0376  ______________________________________________________________________
 MS0376  GEOID HEIGHT    -        -16.787 (meters)                     GEOID18
 MS0376  DYNAMIC HEIGHT  -       1362.633 (meters)     4470.57  (feet) COMP
 MS0376  MODELED GRAVITY -    979,866.9   (mgal)                       NAVD 88
 MS0376
 MS0376  VERT ORDER      -  SECOND    CLASS 0
 MS0376
 MS0376.The horizontal coordinates were scaled from a map and have
 MS0376.an estimated accuracy of +/- 6 seconds.
 MS0376
 MS0376.The orthometric height was determined by differential leveling and
 MS0376.adjusted by the NATIONAL GEODETIC SURVEY
 MS0376.in June 1991.
 MS0376
 MS0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0376.GEOID18 height accuracy estimate available here.
 MS0376
 MS0376.Click photographs - Photos may exist for this station.
 MS0376
 MS0376.The dynamic height is computed by dividing the NAVD 88
 MS0376.geopotential number by the normal gravity value computed on the
 MS0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0376.degrees latitude (g = 980.6199 gals.).
 MS0376
 MS0376.The modeled gravity was interpolated from observed gravity values.
 MS0376
 MS0376;                    North         East    Units  Estimated Accuracy
 MS0376;SPC UT N     - 1,114,110.      298,770.      MT  (+/- 180 meters Scaled)
 MS0376
 MS0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL569801(NAD 83)
 MS0376
 MS0376                          SUPERSEDED SURVEY CONTROL
 MS0376
 MS0376  NGVD 29 (??/??/92) 1362.60   (m)         4470.5    (f) COMPUTED    2 0
 MS0376
 MS0376.Superseded values are not recommended for survey control.
 MS0376
 MS0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0376.See file dsdata.pdf to determine how the superseded data were derived.
 MS0376
 MS0376_MARKER: DB = BENCH MARK DISK
 MS0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0376_STAMPING: T 83 1958
 MS0376_MARK LOGO: CGS
 MS0376_MAGNETIC: N = NO MAGNETIC MATERIAL
 MS0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0376+STABILITY: SURFACE MOTION
 MS0376
 MS0376  HISTORY     - Date     Condition        Report By
 MS0376  HISTORY     - 1958     MONUMENTED       CGS
 MS0376  HISTORY     - 19980806 GOOD             NIMA
 MS0376
 MS0376                          STATION DESCRIPTION
 MS0376
 MS0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MS0376'0.8 MI S FROM LUCIN.
 MS0376'0.8 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT LUCIN, 34
 MS0376'FEET WEST OF THE CENTER LINE OF THE ROAD, 73 FEET SOUTHWEST OF THE
 MS0376'CENTER OF THE JUNCTION OF A DIM DIRT ROAD SOUTHWEST, 28 1/2 FEET
 MS0376'SOUTHEAST OF THE CENTER LINE OF THE DIRT ROAD, 2.9 FEET EAST OF A
 MS0376'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE GRAVEL ROAD, AND SET IN THE
 MS0376'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MS0376
 MS0376                          STATION RECOVERY (1998)
 MS0376
 MS0376'RECOVERY NOTE BY NATIONAL IMAGERY + MAPPING AGENCY 1998 (JDT)
 MS0376'GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0400 ***********************************************************************
 MS0400  DESIGNATION -  T 84
 MS0400  PID         -  MS0400
 MS0400  STATE/COUNTY-  UT/BOX ELDER
 MS0400  COUNTRY     -  US
 MS0400  USGS QUAD   -  CRATER ISLAND SW (2017)
 MS0400
 MS0400                         *CURRENT SURVEY CONTROL
 MS0400  ______________________________________________________________________
 MS0400* NAD 83(1986) POSITION- 41 00 39.     (N) 113 58 26.     (W)   SCALED
 MS0400* NAVD 88 ORTHO HEIGHT -  1308.574 (meters)     4293.21  (feet) ADJUSTED
 MS0400  ______________________________________________________________________
 MS0400  GEOID HEIGHT    -        -17.568 (meters)                     GEOID18
 MS0400  DYNAMIC HEIGHT  -       1307.597 (meters)     4290.01  (feet) COMP
 MS0400  MODELED GRAVITY -    979,832.5   (mgal)                       NAVD 88
 MS0400
 MS0400  VERT ORDER      -  SECOND    CLASS 0
 MS0400
 MS0400.The horizontal coordinates were scaled from a map and have
 MS0400.an estimated accuracy of +/- 6 seconds.
 MS0400
 MS0400.The orthometric height was determined by differential leveling and
 MS0400.adjusted by the NATIONAL GEODETIC SURVEY
 MS0400.in June 1991.
 MS0400
 MS0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0400.GEOID18 height accuracy estimate available here.
 MS0400
 MS0400.Click photographs - Photos may exist for this station.
 MS0400
 MS0400.The dynamic height is computed by dividing the NAVD 88
 MS0400.geopotential number by the normal gravity value computed on the
 MS0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0400.degrees latitude (g = 980.6199 gals.).
 MS0400
 MS0400.The modeled gravity was interpolated from observed gravity values.
 MS0400
 MS0400;                    North         East    Units  Estimated Accuracy
 MS0400;SPC UT N     - 1,078,200.      291,930.      MT  (+/- 180 meters Scaled)
 MS0400
 MS0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL499442(NAD 83)
 MS0400
 MS0400                          SUPERSEDED SURVEY CONTROL
 MS0400
 MS0400  NGVD 29 (??/??/92) 1307.60   (m)         4290.0    (f) COMPUTED    2 0
 MS0400
 MS0400.Superseded values are not recommended for survey control.
 MS0400
 MS0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0400.See file dsdata.pdf to determine how the superseded data were derived.
 MS0400
 MS0400_MARKER: DB = BENCH MARK DISK
 MS0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0400_STAMPING: T 84 1958
 MS0400_MARK LOGO: CGS
 MS0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0400+STABILITY: SURFACE MOTION
 MS0400
 MS0400  HISTORY     - Date     Condition        Report By
 MS0400  HISTORY     - 1958     MONUMENTED       CGS
 MS0400
 MS0400                          STATION DESCRIPTION
 MS0400
 MS0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MS0400'25.15 MI S FROM LUCIN.
 MS0400'25.15 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT LUCIN,
 MS0400'21.85 MILES NORTH OF WENDOVER, ON THE OUTSIDE OF A SLIGHT CURVE, 28
 MS0400'1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 53 FEET SOUTH OF
 MS0400'THE CENTER OF THE JUNCTION OF A ROAD NORTHEAST TO A RANCH, 3.3 FEET
 MS0400'NORTHWEST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE GRAVEL
 MS0400'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 MS0400'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0242 ***********************************************************************
 LO0242  DESIGNATION -  T 85
 LO0242  PID         -  LO0242
 LO0242  STATE/COUNTY-  UT/SUMMIT
 LO0242  COUNTRY     -  US
 LO0242  USGS QUAD   -  WANSHIP (2017)
 LO0242
 LO0242                         *CURRENT SURVEY CONTROL
 LO0242  ______________________________________________________________________
 LO0242* NAD 83(1986) POSITION- 40 48 00.     (N) 111 26 39.     (W)   SCALED
 LO0242* NAVD 88 ORTHO HEIGHT -  1845.207 (meters)     6053.82  (feet) ADJUSTED
 LO0242  ______________________________________________________________________
 LO0242  GEOID HEIGHT    -        -15.754 (meters)                     GEOID18
 LO0242  DYNAMIC HEIGHT  -       1843.511 (meters)     6048.25  (feet) COMP
 LO0242  MODELED GRAVITY -    979,639.9   (mgal)                       NAVD 88
 LO0242
 LO0242  VERT ORDER      -  SECOND    CLASS 0
 LO0242
 LO0242.The horizontal coordinates were scaled from a map and have
 LO0242.an estimated accuracy of +/- 6 seconds.
 LO0242
 LO0242.The orthometric height was determined by differential leveling and
 LO0242.adjusted by the NATIONAL GEODETIC SURVEY
 LO0242.in June 1991.
 LO0242
 LO0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0242.GEOID18 height accuracy estimate available here.
 LO0242
 LO0242.Click photographs - Photos may exist for this station.
 LO0242
 LO0242.The dynamic height is computed by dividing the NAVD 88
 LO0242.geopotential number by the normal gravity value computed on the
 LO0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0242.degrees latitude (g = 980.6199 gals.).
 LO0242
 LO0242.The modeled gravity was interpolated from observed gravity values.
 LO0242
 LO0242;                    North         East    Units  Estimated Accuracy
 LO0242;SPC UT N     - 1,051,820.      504,710.      MT  (+/- 180 meters Scaled)
 LO0242
 LO0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL625166(NAD 83)
 LO0242
 LO0242                          SUPERSEDED SURVEY CONTROL
 LO0242
 LO0242  NGVD 29 (??/??/92) 1843.922  (m)         6049.60   (f) ADJ UNCH    2 0
 LO0242
 LO0242.Superseded values are not recommended for survey control.
 LO0242
 LO0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0242.See file dsdata.pdf to determine how the superseded data were derived.
 LO0242
 LO0242_MARKER: DB = BENCH MARK DISK
 LO0242_SETTING: 66 = SET IN ROCK OUTCROP
 LO0242_STAMPING: T 85 1934
 LO0242_MARK LOGO: CGS
 LO0242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0242+STABILITY: POSITION/ELEVATION WELL
 LO0242
 LO0242  HISTORY     - Date     Condition        Report By
 LO0242  HISTORY     - 1934     MONUMENTED       CGS
 LO0242  HISTORY     - 1962     MARK NOT FOUND   CGS
 LO0242
 LO0242                          STATION DESCRIPTION
 LO0242
 LO0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0242'2.1 MI SW FROM WANSHIP.
 LO0242'2.1 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE LATTER
 LO0242'DAY SAINTS CHURCH AT WANSHIP, SUMMIT COUNTY, AT MILEPOST 15, BETWEEN
 LO0242'THE TRACK AND U.S. HIGHWAY 89, IN THE TOP OF A ROCK LEDGE, 10 FEET
 LO0242'WEST OF THE TRACK, AND 3 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 LO0242'STAMPED T 85 1934.
 LO0242
 LO0242                          STATION RECOVERY (1962)
 LO0242
 LO0242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LO0242'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0596 ***********************************************************************
 LO0596  DESIGNATION -  T 86
 LO0596  PID         -  LO0596
 LO0596  STATE/COUNTY-  UT/SALT LAKE
 LO0596  COUNTRY     -  US
 LO0596  USGS QUAD   -  SUGAR HOUSE (2017)
 LO0596
 LO0596                         *CURRENT SURVEY CONTROL
 LO0596  ______________________________________________________________________
 LO0596* NAD 83(1986) POSITION- 40 43 18.     (N) 111 46 38.     (W)   SCALED
 LO0596* NAVD 88 ORTHO HEIGHT -  1515.887 (meters)     4973.37  (feet) POSTED
 LO0596  ______________________________________________________________________
 LO0596  GEOID HEIGHT    -        -16.172 (meters)                     GEOID18
 LO0596  DYNAMIC HEIGHT  -       1514.62  (meters)     4969.2   (feet) COMP
 LO0596  MODELED GRAVITY -    979,736.4   (mgal)                       NAVD 88
 LO0596
 LO0596  VERT ORDER      -  * POSTED, SEE BELOW
 LO0596
 LO0596.The horizontal coordinates were scaled from a map and have
 LO0596.an estimated accuracy of +/- 6 seconds.
 LO0596
 LO0596.The orthometric height was determined by differential leveling
 LO0596.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LO0596
 LO0596.* This is a POSTED BENCH MARK height.
 LO0596
 LO0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0596.GEOID18 height accuracy estimate available here.
 LO0596
 LO0596.Click photographs - Photos may exist for this station.
 LO0596
 LO0596.The dynamic height is computed by dividing the NAVD 88
 LO0596.geopotential number by the normal gravity value computed on the
 LO0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0596.degrees latitude (g = 980.6199 gals.).
 LO0596
 LO0596.The modeled gravity was interpolated from observed gravity values.
 LO0596
 LO0596;                    North         East    Units  Estimated Accuracy
 LO0596;SPC UT C     - 2,265,200.      476,580.      MT  (+/- 180 meters Scaled)
 LO0596
 LO0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL343081(NAD 83)
 LO0596
 LO0596                          SUPERSEDED SURVEY CONTROL
 LO0596
 LO0596  NGVD 29 (??/??/92) 1514.848  (m)         4969.96   (f) ADJ UNCH    2 0
 LO0596
 LO0596.Superseded values are not recommended for survey control.
 LO0596
 LO0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0596.See file dsdata.pdf to determine how the superseded data were derived.
 LO0596
 LO0596_MARKER: DB = BENCH MARK DISK
 LO0596_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0596_SP_SET: BRIDGE
 LO0596_STAMPING: T 86 1934
 LO0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0596
 LO0596  HISTORY     - Date     Condition        Report By
 LO0596  HISTORY     - 1934     MONUMENTED       CGS
 LO0596
 LO0596                          STATION DESCRIPTION
 LO0596
 LO0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0596'4.9 MI E FROM SUGAR HOUSE.
 LO0596'4.9 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 LO0596'THE STATION AT SUGAR HOUSE, SALT LAKE CITY, SALT LAKE COUNTY, AT LE
 LO0596'GRAND, AT CONCRETE BRIDGE 7 C, AND IN THE TOP OF THE NORTHWEST CORNER.
 LO0596'A STANDARD DISK, STAMPED T 86 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0099 ***********************************************************************
 LP0099  DESIGNATION -  T 87
 LP0099  PID         -  LP0099
 LP0099  STATE/COUNTY-  UT/TOOELE
 LP0099  COUNTRY     -  US
 LP0099  USGS QUAD   -  POVERTY POINT (2017)
 LP0099
 LP0099                         *CURRENT SURVEY CONTROL
 LP0099  ______________________________________________________________________
 LP0099* NAD 83(1986) POSITION- 40 45 06.     (N) 112 41 01.     (W)   SCALED
 LP0099* NAVD 88 ORTHO HEIGHT -  1286.251 (meters)     4219.98  (feet) ADJUSTED
 LP0099  ______________________________________________________________________
 LP0099  GEOID HEIGHT    -        -17.518 (meters)                     GEOID18
 LP0099  DYNAMIC HEIGHT  -       1285.285 (meters)     4216.81  (feet) COMP
 LP0099  MODELED GRAVITY -    979,829.0   (mgal)                       NAVD 88
 LP0099
 LP0099  VERT ORDER      -  SECOND    CLASS 0
 LP0099
 LP0099.The horizontal coordinates were scaled from a map and have
 LP0099.an estimated accuracy of +/- 6 seconds.
 LP0099
 LP0099.The orthometric height was determined by differential leveling and
 LP0099.adjusted by the NATIONAL GEODETIC SURVEY
 LP0099.in June 1991.
 LP0099
 LP0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0099.GEOID18 height accuracy estimate available here.
 LP0099
 LP0099.Click photographs - Photos may exist for this station.
 LP0099
 LP0099.The dynamic height is computed by dividing the NAVD 88
 LP0099.geopotential number by the normal gravity value computed on the
 LP0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0099.degrees latitude (g = 980.6199 gals.).
 LP0099
 LP0099.The modeled gravity was interpolated from observed gravity values.
 LP0099
 LP0099;                    North         East    Units  Estimated Accuracy
 LP0099;SPC UT C     - 2,269,160.      400,040.      MT  (+/- 180 meters Scaled)
 LP0099
 LP0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL578125(NAD 83)
 LP0099
 LP0099                          SUPERSEDED SURVEY CONTROL
 LP0099
 LP0099  NGVD 29 (??/??/92) 1285.256  (m)         4216.71   (f) ADJ UNCH    2 0
 LP0099
 LP0099.Superseded values are not recommended for survey control.
 LP0099
 LP0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0099.See file dsdata.pdf to determine how the superseded data were derived.
 LP0099
 LP0099_MARKER: DB = BENCH MARK DISK
 LP0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0099_STAMPING: T 87 1934
 LP0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0099+STABILITY: SURFACE MOTION
 LP0099
 LP0099  HISTORY     - Date     Condition        Report By
 LP0099  HISTORY     - 1934     MONUMENTED       CGS
 LP0099  HISTORY     - 1966     MARK NOT FOUND   USGS
 LP0099
 LP0099                          STATION DESCRIPTION
 LP0099
 LP0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0099'12.7 MI W FROM BURMESTER.
 LP0099'12.7 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION AT
 LP0099'BURMESTER, TOOELE COUNTY, AT MILEPOST 884, AND 80 FEET SOUTH OF THE
 LP0099'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED T 87 1934 AND SET
 LP0099'IN THE TOP OF A CONCRETE POST.
 LP0099
 LP0099                          STATION RECOVERY (1966)
 LP0099
 LP0099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LP0099'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0111 ***********************************************************************
 MS0111  DESIGNATION -  T 88
 MS0111  PID         -  MS0111
 MS0111  STATE/COUNTY-  UT/BOX ELDER
 MS0111  COUNTRY     -  US
 MS0111  USGS QUAD   -  HOWELL (2017)
 MS0111
 MS0111                         *CURRENT SURVEY CONTROL
 MS0111  ______________________________________________________________________
 MS0111* NAD 83(1986) POSITION- 41 49 54.     (N) 112 25 46.     (W)   SCALED
 MS0111* NAVD 88 ORTHO HEIGHT -  1423.143 (meters)     4669.10  (feet) ADJUSTED
 MS0111  ______________________________________________________________________
 MS0111  GEOID HEIGHT    -        -15.175 (meters)                     GEOID18
 MS0111  DYNAMIC HEIGHT  -       1422.168 (meters)     4665.90  (feet) COMP
 MS0111  MODELED GRAVITY -    979,887.9   (mgal)                       NAVD 88
 MS0111
 MS0111  VERT ORDER      -  SECOND    CLASS 0
 MS0111
 MS0111.The horizontal coordinates were scaled from a map and have
 MS0111.an estimated accuracy of +/- 6 seconds.
 MS0111
 MS0111.The orthometric height was determined by differential leveling and
 MS0111.adjusted by the NATIONAL GEODETIC SURVEY
 MS0111.in June 1991.
 MS0111
 MS0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0111.GEOID18 height accuracy estimate available here.
 MS0111
 MS0111.Click photographs - Photos may exist for this station.
 MS0111
 MS0111.The dynamic height is computed by dividing the NAVD 88
 MS0111.geopotential number by the normal gravity value computed on the
 MS0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0111.degrees latitude (g = 980.6199 gals.).
 MS0111
 MS0111.The modeled gravity was interpolated from observed gravity values.
 MS0111
 MS0111;                    North         East    Units  Estimated Accuracy
 MS0111;SPC UT N     - 1,166,810.      422,790.      MT  (+/- 180 meters Scaled)
 MS0111
 MS0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM813320(NAD 83)
 MS0111
 MS0111                          SUPERSEDED SURVEY CONTROL
 MS0111
 MS0111  NGVD 29 (??/??/92) 1422.111  (m)         4665.71   (f) ADJ UNCH    2 0
 MS0111
 MS0111.Superseded values are not recommended for survey control.
 MS0111
 MS0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0111.See file dsdata.pdf to determine how the superseded data were derived.
 MS0111
 MS0111_MARKER: DB = BENCH MARK DISK
 MS0111_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0111_SP_SET: CULVERT HEADWALL
 MS0111_STAMPING: T 88 1934
 MS0111_MARK LOGO: CGS
 MS0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0111+STABILITY: SURFACE MOTION
 MS0111
 MS0111  HISTORY     - Date     Condition        Report By
 MS0111  HISTORY     - 1934     MONUMENTED       CGS
 MS0111
 MS0111                          STATION DESCRIPTION
 MS0111
 MS0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0111'18.4 MI SE FROM SNOWVILLE.
 MS0111'18.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 S FROM THE CAFE BUILDING AT
 MS0111'SNOWVILLE, 3/4 MILE NORTHEAST OF A FARMHOUSE, AT A CONCRETE CULVERT,
 MS0111'IN THE NORTH HEAD WALL, AND OPPOSITE A ROW OF POLES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0249 ***********************************************************************
 MS0249  DESIGNATION -  T 89
 MS0249  PID         -  MS0249
 MS0249  STATE/COUNTY-  UT/BOX ELDER
 MS0249  COUNTRY     -  US
 MS0249  USGS QUAD   -  MONUMENT PEAK NW (2017)
 MS0249
 MS0249                         *CURRENT SURVEY CONTROL
 MS0249  ______________________________________________________________________
 MS0249* NAD 83(1986) POSITION- 41 54 43.     (N) 112 54 16.     (W)   SCALED
 MS0249* NAVD 88 ORTHO HEIGHT -  1326.195 (meters)     4351.02  (feet) ADJUSTED
 MS0249  ______________________________________________________________________
 MS0249  GEOID HEIGHT    -        -15.145 (meters)                     GEOID18
 MS0249  DYNAMIC HEIGHT  -       1325.330 (meters)     4348.19  (feet) COMP
 MS0249  MODELED GRAVITY -    979,924.2   (mgal)                       NAVD 88
 MS0249
 MS0249  VERT ORDER      -  SECOND    CLASS 0
 MS0249
 MS0249.The horizontal coordinates were scaled from a map and have
 MS0249.an estimated accuracy of +/- 6 seconds.
 MS0249
 MS0249.The orthometric height was determined by differential leveling and
 MS0249.adjusted by the NATIONAL GEODETIC SURVEY
 MS0249.in June 1991.
 MS0249
 MS0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0249.GEOID18 height accuracy estimate available here.
 MS0249
 MS0249.Click photographs - Photos may exist for this station.
 MS0249
 MS0249.The dynamic height is computed by dividing the NAVD 88
 MS0249.geopotential number by the normal gravity value computed on the
 MS0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0249.degrees latitude (g = 980.6199 gals.).
 MS0249
 MS0249.The modeled gravity was interpolated from observed gravity values.
 MS0249
 MS0249;                    North         East    Units  Estimated Accuracy
 MS0249;SPC UT N     - 1,176,260.      383,480.      MT  (+/- 180 meters Scaled)
 MS0249
 MS0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM420417(NAD 83)
 MS0249
 MS0249                          SUPERSEDED SURVEY CONTROL
 MS0249
 MS0249  NGVD 29 (??/??/92) 1325.189  (m)         4347.72   (f) ADJ UNCH    2 0
 MS0249
 MS0249.Superseded values are not recommended for survey control.
 MS0249
 MS0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0249.See file dsdata.pdf to determine how the superseded data were derived.
 MS0249
 MS0249_MARKER: DB = BENCH MARK DISK
 MS0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0249_STAMPING: T 89 1934
 MS0249_MARK LOGO: CGS
 MS0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0249+STABILITY: SURFACE MOTION
 MS0249
 MS0249  HISTORY     - Date     Condition        Report By
 MS0249  HISTORY     - 1934     MONUMENTED       CGS
 MS0249
 MS0249                          STATION DESCRIPTION
 MS0249
 MS0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0249'16.6 MI NE FROM KELTON.
 MS0249'ABOUT 16.6 MILES NORTHEAST ALONG THE ROAD LEADING TO A JUNCTION WITH
 MS0249'U.S. HIGHWAY 30S FROM THE SOUTHERN PACIFIC CO. RAILROAD FREIGHT
 MS0249'STATION AT KELTON, BOX ELDER COUNTY, ABOUT 6.6 MILES SOUTHWEST OF THE
 MS0249'JUNCTION AND 20 FEET EAST OF THE CENTER LINE OF THE ROAD.  A STANDARD
 MS0249'DISK, STAMPED T 89 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0084 ***********************************************************************
 MS0084  DESIGNATION -  T 9
 MS0084  PID         -  MS0084
 MS0084  STATE/COUNTY-  UT/BOX ELDER
 MS0084  COUNTRY     -  US
 MS0084  USGS QUAD   -  LAMPO JUNCTION (2017)
 MS0084
 MS0084                         *CURRENT SURVEY CONTROL
 MS0084  ______________________________________________________________________
 MS0084* NAD 83(1986) POSITION- 41 37 30.     (N) 112 23 46.     (W)   SCALED
 MS0084* NAVD 88 ORTHO HEIGHT -  1296.575 (meters)     4253.85  (feet) ADJUSTED
 MS0084  ______________________________________________________________________
 MS0084  GEOID HEIGHT    -        -15.864 (meters)                     GEOID18
 MS0084  DYNAMIC HEIGHT  -       1295.694 (meters)     4250.96  (feet) COMP
 MS0084  MODELED GRAVITY -    979,898.7   (mgal)                       NAVD 88
 MS0084
 MS0084  VERT ORDER      -  FIRST     CLASS II
 MS0084
 MS0084.The horizontal coordinates were scaled from a map and have
 MS0084.an estimated accuracy of +/- 6 seconds.
 MS0084
 MS0084.The orthometric height was determined by differential leveling and
 MS0084.adjusted by the NATIONAL GEODETIC SURVEY
 MS0084.in June 1991.
 MS0084
 MS0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0084.GEOID18 height accuracy estimate available here.
 MS0084
 MS0084.Click photographs - Photos may exist for this station.
 MS0084
 MS0084.The dynamic height is computed by dividing the NAVD 88
 MS0084.geopotential number by the normal gravity value computed on the
 MS0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0084.degrees latitude (g = 980.6199 gals.).
 MS0084
 MS0084.The modeled gravity was interpolated from observed gravity values.
 MS0084
 MS0084;                    North         East    Units  Estimated Accuracy
 MS0084;SPC UT N     - 1,143,830.      425,330.      MT  (+/- 180 meters Scaled)
 MS0084
 MS0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM836090(NAD 83)
 MS0084
 MS0084                          SUPERSEDED SURVEY CONTROL
 MS0084
 MS0084  NGVD 29 (??/??/92) 1295.589  (m)         4250.61   (f) ADJ UNCH    1 2
 MS0084
 MS0084.Superseded values are not recommended for survey control.
 MS0084
 MS0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0084.See file dsdata.pdf to determine how the superseded data were derived.
 MS0084
 MS0084_MARKER: DB = BENCH MARK DISK
 MS0084_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MS0084_STAMPING: T 9 1911 ELEV. 4250.694 FT.
 MS0084_MARK LOGO: CGS
 MS0084_MAGNETIC: P = MARKER IS A STEEL PIPE
 MS0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0084
 MS0084  HISTORY     - Date     Condition        Report By
 MS0084  HISTORY     - 1911     MONUMENTED       CGS
 MS0084  HISTORY     - 1953     GOOD             CGS
 MS0084  HISTORY     - 1984     GOOD             NGS
 MS0084
 MS0084                          STATION DESCRIPTION
 MS0084
 MS0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0084'9.0 MI E FROM PROMONTORY.
 MS0084'1.8 MILES NORTHEAST ALONG A COUNTY GRAVELED ROAD FROM THE GOLDEN SPIKE
 MS0084'MONUMENT AT PROMONTORY, THENCE 7.2 MILES EAST ALONG STATE HIGHWAY 83.
 MS0084'0.45 MILE NORTHWEST OF MILEPOLE 786 OF THE ABANDONED SOUTHERN PACIFIC
 MS0084'COMPANY RAILROAD, 0.1 MILE SOUTHWEST OF THE CENTER OF THE T JUNCTION
 MS0084'OF THE HIGHWAY AND A GRAVELED ROAD LEADING NORTH, ABOUT 120 YARDS
 MS0084'SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 70 YARDS SOUTHWEST OF A
 MS0084'HIGHWAY GRAVEL STOCKPILE, ALONG A GRAVELED ROAD ON THE OLD RAILROAD
 MS0084'BED, AT THE WEST END OF A LOW CUT BANK ON THE SOUTH SIDE OF THE OLD
 MS0084'RAILROAD BED, 28 FEET NORTHEAST OF A TELEPHONE POLE MARKED BY THE
 MS0084'WHITE PAINTED LETTERS BM, 17 FEET SOUTH OF THE CENTER LINE OF THE
 MS0084'ROAD, 1.5 FEET WEST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN
 MS0084'THE ROAD, AND SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.8
 MS0084'FOOT ABOVE THE GROUND.
 MS0084
 MS0084                          STATION RECOVERY (1984)
 MS0084
 MS0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0084'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.54 KM
 MS0084'(6.55 MI) NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE IN
 MS0084'BRIGHAM CITY, THENCE 25.32 KM (15.74 MI) NORTHWEST ALONG STATE HIGHWAY
 MS0084'83, ABOUT 0.2 KM (0.1 MI) SOUTH ACROSS COUNTRY FROM HIGHWAY MILEPOST
 MS0084'16, 120.0 METERS (395 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE AND
 MS0084'4.6 METERS (15 FT) SOUTHWEST OF THE CENTER OF THE OLD RAILROAD BED.  A
 MS0084'SHALLOW-SET PIPE PROJECTING 30 CENTIMETERS.
 MS0084'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 MS0084'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0535 ***********************************************************************
 LO0535  DESIGNATION -  T 90
 LO0535  PID         -  LO0535
 LO0535  STATE/COUNTY-  UT/DAVIS
 LO0535  COUNTRY     -  US
 LO0535  USGS QUAD   -  FARMINGTON (2017)
 LO0535
 LO0535                         *CURRENT SURVEY CONTROL
 LO0535  ______________________________________________________________________
 LO0535* NAD 83(1986) POSITION- 40 53 39.3    (N) 111 53 47.7    (W)   HD_HELD2
 LO0535* NAVD 88 ORTHO HEIGHT -  1306.424 (meters)     4286.16  (feet) ADJUSTED
 LO0535  ______________________________________________________________________
 LO0535  GEOID HEIGHT    -        -16.657 (meters)                     GEOID18
 LO0535  DYNAMIC HEIGHT  -       1305.421 (meters)     4282.87  (feet) COMP
 LO0535  MODELED GRAVITY -    979,811.9   (mgal)                       NAVD 88
 LO0535
 LO0535  VERT ORDER      -  FIRST     CLASS I
 LO0535
 LO0535.The horizontal coordinates were established by autonomous hand held GPS
 LO0535.observations and have an estimated accuracy of +/- 10 meters.
 LO0535
 LO0535.The orthometric height was determined by differential leveling and
 LO0535.adjusted by the NATIONAL GEODETIC SURVEY
 LO0535.in June 1991.
 LO0535
 LO0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0535.GEOID18 height accuracy estimate available here.
 LO0535
 LO0535.Click photographs - Photos may exist for this station.
 LO0535
 LO0535.The dynamic height is computed by dividing the NAVD 88
 LO0535.geopotential number by the normal gravity value computed on the
 LO0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0535.degrees latitude (g = 980.6199 gals.).
 LO0535
 LO0535.The modeled gravity was interpolated from observed gravity values.
 LO0535
 LO0535;                    North         East    Units  Estimated Accuracy
 LO0535;SPC UT N     - 1,062,365.      466,581.      MT  (+/- 10 meters HH2 GPS)
 LO0535
 LO0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2447527404(NAD 83)
 LO0535
 LO0535                          SUPERSEDED SURVEY CONTROL
 LO0535
 LO0535  NGVD 29 (??/??/92) 1305.481  (m)         4283.07   (f) ADJ UNCH    1 1
 LO0535
 LO0535.Superseded values are not recommended for survey control.
 LO0535
 LO0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0535.See file dsdata.pdf to determine how the superseded data were derived.
 LO0535
 LO0535_MARKER: DB = BENCH MARK DISK
 LO0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0535_STAMPING: T 90 1953
 LO0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0535+STABILITY: SURFACE MOTION
 LO0535
 LO0535  HISTORY     - Date     Condition        Report By
 LO0535  HISTORY     - 1953     MONUMENTED       CGS
 LO0535  HISTORY     - 1967     GOOD             CGS
 LO0535
 LO0535                          STATION DESCRIPTION
 LO0535
 LO0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0535'0.7 MI N FROM WOODS CROSS.
 LO0535'0.7 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LO0535'WOODS CROSS, 136.7 FEET NORTH OF THE NORTHWEST CORNER OF THE EAST
 LO0535'ABUTMENT OF STATE HIGHWAY 131 OVERPASS, 35.5 FEET EAST OF THE EAST
 LO0535'RAIL OF THE EAST TRACK, 8 1/2 FEET NORTH OF THE FIFTH TELEPHONE POLE
 LO0535'SOUTH OF MILEPOLE 27.25, 11.8 FEET WEST OF A CYCLONE FENCE, 3.1 FEET
 LO0535'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 LO0535'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0128 ***********************************************************************
 MS0128  DESIGNATION -  T 92
 MS0128  PID         -  MS0128
 MS0128  STATE/COUNTY-  UT/BOX ELDER
 MS0128  COUNTRY     -  US
 MS0128  USGS QUAD   -  PLAIN CITY (2017)
 MS0128
 MS0128                         *CURRENT SURVEY CONTROL
 MS0128  ______________________________________________________________________
 MS0128* NAD 83(1986) POSITION- 41 20 37.     (N) 112 02 05.     (W)   SCALED
 MS0128* NAVD 88 ORTHO HEIGHT -  1302.911 (meters)     4274.63  (feet) ADJUSTED
 MS0128  ______________________________________________________________________
 MS0128  GEOID HEIGHT    -        -16.504 (meters)                     GEOID18
 MS0128  DYNAMIC HEIGHT  -       1301.960 (meters)     4271.51  (feet) COMP
 MS0128  MODELED GRAVITY -    979,849.1   (mgal)                       NAVD 88
 MS0128
 MS0128  VERT ORDER      -  FIRST     CLASS I
 MS0128
 MS0128.The horizontal coordinates were scaled from a map and have
 MS0128.an estimated accuracy of +/- 6 seconds.
 MS0128
 MS0128.The orthometric height was determined by differential leveling and
 MS0128.adjusted by the NATIONAL GEODETIC SURVEY
 MS0128.in June 1991.
 MS0128
 MS0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0128.GEOID18 height accuracy estimate available here.
 MS0128
 MS0128.Click photographs - Photos may exist for this station.
 MS0128
 MS0128.The dynamic height is computed by dividing the NAVD 88
 MS0128.geopotential number by the normal gravity value computed on the
 MS0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0128.degrees latitude (g = 980.6199 gals.).
 MS0128
 MS0128.The modeled gravity was interpolated from observed gravity values.
 MS0128
 MS0128;                    North         East    Units  Estimated Accuracy
 MS0128;SPC UT N     - 1,112,330.      455,250.      MT  (+/- 180 meters Scaled)
 MS0128
 MS0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL134774(NAD 83)
 MS0128
 MS0128                          SUPERSEDED SURVEY CONTROL
 MS0128
 MS0128  NGVD 29 (??/??/92) 1301.93   (m)         4271.4    (f) COMPUTED    1 1
 MS0128
 MS0128.Superseded values are not recommended for survey control.
 MS0128
 MS0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0128.See file dsdata.pdf to determine how the superseded data were derived.
 MS0128
 MS0128_MARKER: DB = BENCH MARK DISK
 MS0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0128_SP_SET: PIER
 MS0128_STAMPING: T 92 1953
 MS0128_MARK LOGO: CGS
 MS0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0128
 MS0128  HISTORY     - Date     Condition        Report By
 MS0128  HISTORY     - 1953     MONUMENTED       CGS
 MS0128  HISTORY     - 1967     GOOD             CGS
 MS0128
 MS0128                          STATION DESCRIPTION
 MS0128
 MS0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0128'9.3 MI N FROM OGDEN.
 MS0128'9.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 MS0128'OGDEN, 0.3 MILES (12 POLES) NORTH OF MILEPOLE 9, VERTICALLY IN THE
 MS0128'EAST FACE OF THE SOUTH CONCRETE PIER OF THE 2ND ROW OF CONCRETE
 MS0128'PILLARS EAST OF THE WEST END OF THE STATE HIGHWAY 84 OVERPASS, 6.0
 MS0128'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND ABOUT 2 FEET HIGHER
 MS0128'THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0062 ***********************************************************************
 MS0062  DESIGNATION -  T 93
 MS0062  PID         -  MS0062
 MS0062  STATE/COUNTY-  UT/BOX ELDER
 MS0062  COUNTRY     -  US
 MS0062  USGS QUAD   -  BEAR RIVER CITY (2017)
 MS0062
 MS0062                         *CURRENT SURVEY CONTROL
 MS0062  ______________________________________________________________________
 MS0062* NAD 83(1986) POSITION- 41 33 35.     (N) 112 08 56.     (W)   SCALED
 MS0062* NAVD 88 ORTHO HEIGHT -  1292.200 (meters)     4239.49  (feet) ADJUSTED
 MS0062  ______________________________________________________________________
 MS0062  GEOID HEIGHT    -        -16.199 (meters)                     GEOID18
 MS0062  DYNAMIC HEIGHT  -       1291.288 (meters)     4236.50  (feet) COMP
 MS0062  MODELED GRAVITY -    979,872.6   (mgal)                       NAVD 88
 MS0062
 MS0062  VERT ORDER      -  FIRST     CLASS II
 MS0062
 MS0062.The horizontal coordinates were scaled from a map and have
 MS0062.an estimated accuracy of +/- 6 seconds.
 MS0062
 MS0062.The orthometric height was determined by differential leveling and
 MS0062.adjusted by the NATIONAL GEODETIC SURVEY
 MS0062.in June 1991.
 MS0062
 MS0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0062.GEOID18 height accuracy estimate available here.
 MS0062
 MS0062.Click photographs - Photos may exist for this station.
 MS0062
 MS0062.The dynamic height is computed by dividing the NAVD 88
 MS0062.geopotential number by the normal gravity value computed on the
 MS0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0062.degrees latitude (g = 980.6199 gals.).
 MS0062
 MS0062.The modeled gravity was interpolated from observed gravity values.
 MS0062
 MS0062;                    North         East    Units  Estimated Accuracy
 MS0062;SPC UT N     - 1,136,400.      445,870.      MT  (+/- 180 meters Scaled)
 MS0062
 MS0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM041015(NAD 83)
 MS0062
 MS0062                          SUPERSEDED SURVEY CONTROL
 MS0062
 MS0062  NGVD 29 (??/??/92) 1291.220  (m)         4236.28   (f) ADJ UNCH    1 2
 MS0062
 MS0062.Superseded values are not recommended for survey control.
 MS0062
 MS0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0062.See file dsdata.pdf to determine how the superseded data were derived.
 MS0062
 MS0062_MARKER: DB = BENCH MARK DISK
 MS0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0062_STAMPING: T 93 1953
 MS0062_MARK LOGO: CGS
 MS0062_PROJECTION: FLUSH
 MS0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0062+STABILITY: SURFACE MOTION
 MS0062
 MS0062  HISTORY     - Date     Condition        Report By
 MS0062  HISTORY     - 1953     MONUMENTED       CGS
 MS0062  HISTORY     - 1984     GOOD             NGS
 MS0062
 MS0062                          STATION DESCRIPTION
 MS0062
 MS0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0062'2.3 MI W FROM CORINNE.
 MS0062'0.2 MILE NORTH ALONG FOURTH STREET FROM THE PUBLIC SCHOOL AT CORINNE,
 MS0062'THENCE 2.1 MILES WEST ALONG STATE HIGHWAY 83.  AT THE T JUNCTION OF A
 MS0062'FARM ROAD LEADING NORTH, 50 FEET WEST OF THE CENTER LINE OF THE ROAD,
 MS0062'44.7 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 41.7 FEET WEST OF
 MS0062'THE CENTER OF THE WEST END OF A 12-INCH CONCRETE PIPE CULVERT UNDER
 MS0062'THE ROAD, 1.0 FOOT SOUTH OF A FENCE, 2.0 FEET EAST OF A WITNESS POST,
 MS0062'ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 MS0062'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MS0062
 MS0062                          STATION RECOVERY (1984)
 MS0062
 MS0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0062'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.54 KM
 MS0062'(6.55 MI) NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE IN
 MS0062'BRIGHAM CITY, THENCE 3.23 KM (2.01 MI) NORTHWEST ALONG STATE HIGHWAY
 MS0062'83, 16.3 METERS (53.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 MS0062'12.5 METERS (41 FT) NORTHWEST OF THE NORTHWEST GATEPOST FOR A WOOD
 MS0062'GATE, 8.5 METERS (28 FT) NORTHWEST OF A FENCE T JUNCTION AND 0.3 METER
 MS0062'(1 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 MS0062'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 MS0062'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0186 ***********************************************************************
 MS0186  DESIGNATION -  T 94
 MS0186  PID         -  MS0186
 MS0186  STATE/COUNTY-  UT/BOX ELDER
 MS0186  COUNTRY     -  US
 MS0186  USGS QUAD   -  GOLDEN SPIKE MONUMENT (2017)
 MS0186
 MS0186                         *CURRENT SURVEY CONTROL
 MS0186  ______________________________________________________________________
 MS0186* NAD 83(1986) POSITION- 41 36 12.     (N) 112 34 03.     (W)   SCALED
 MS0186* NAVD 88 ORTHO HEIGHT -  1489.864 (meters)     4888.00  (feet) ADJUSTED
 MS0186  ______________________________________________________________________
 MS0186  GEOID HEIGHT    -        -15.734 (meters)                     GEOID18
 MS0186  DYNAMIC HEIGHT  -       1488.826 (meters)     4884.59  (feet) COMP
 MS0186  MODELED GRAVITY -    979,873.7   (mgal)                       NAVD 88
 MS0186
 MS0186  VERT ORDER      -  FIRST     CLASS II
 MS0186
 MS0186.The horizontal coordinates were scaled from a map and have
 MS0186.an estimated accuracy of +/- 6 seconds.
 MS0186
 MS0186.The orthometric height was determined by differential leveling and
 MS0186.adjusted by the NATIONAL GEODETIC SURVEY
 MS0186.in June 1991.
 MS0186
 MS0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0186.GEOID18 height accuracy estimate available here.
 MS0186
 MS0186.Click photographs - Photos may exist for this station.
 MS0186
 MS0186.The dynamic height is computed by dividing the NAVD 88
 MS0186.geopotential number by the normal gravity value computed on the
 MS0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0186.degrees latitude (g = 980.6199 gals.).
 MS0186
 MS0186.The modeled gravity was interpolated from observed gravity values.
 MS0186
 MS0186;                    North         East    Units  Estimated Accuracy
 MS0186;SPC UT N     - 1,141,580.      411,010.      MT  (+/- 180 meters Scaled)
 MS0186
 MS0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM693069(NAD 83)
 MS0186
 MS0186                          SUPERSEDED SURVEY CONTROL
 MS0186
 MS0186  NGVD 29 (??/??/92) 1488.860  (m)         4884.70   (f) ADJ UNCH    1 2
 MS0186
 MS0186.Superseded values are not recommended for survey control.
 MS0186
 MS0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0186.See file dsdata.pdf to determine how the superseded data were derived.
 MS0186
 MS0186_MARKER: DB = BENCH MARK DISK
 MS0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0186_STAMPING: T 94 1953
 MS0186_MARK LOGO: CGS
 MS0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0186+STABILITY: SURFACE MOTION
 MS0186
 MS0186  HISTORY     - Date     Condition        Report By
 MS0186  HISTORY     - 1953     MONUMENTED       CGS
 MS0186
 MS0186                          STATION DESCRIPTION
 MS0186
 MS0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0186'1.4 MI SW FROM PROMONTORY.
 MS0186'1.4 MILES SOUTHWEST ALONG A COUNTY GRAVELED ROAD FROM THE GOLDEN SPIKE
 MS0186'MONUMENT AT PROMONTORY, 0.25 MILE NORTHEAST OF MILEPOLE 771 OF THE
 MS0186'ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD, AT THE Y JUNCTION OF A
 MS0186'DIRT ROAD LEADING NORTH ACROSS THE ABANDONED RAILROAD BED, 93 1/2 FEET
 MS0186'NORTHWEST OF THE CENTER LINE OF THE GRAVELED ROAD, 59 1/2 FEET NORTH
 MS0186'OF THE CENTER LINE OF THE DIRT ROAD, 55 FEET SOUTHEAST OF THE CENTER
 MS0186'LINE OF THE RAILROAD BED, 1.9 FEET NORTHEAST OF A WITNESS POST, ABOUT
 MS0186'1 FOOT LOWER THAN THE GRAVELED ROAD, AND SET IN THE TOP OF A CONCRETE
 MS0186'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0287 ***********************************************************************
 MS0287  DESIGNATION -  T 95
 MS0287  PID         -  MS0287
 MS0287  STATE/COUNTY-  UT/BOX ELDER
 MS0287  COUNTRY     -  US
 MS0287  USGS QUAD   -  MATLIN (2017)
 MS0287
 MS0287                         *CURRENT SURVEY CONTROL
 MS0287  ______________________________________________________________________
 MS0287* NAD 83(1986) POSITION- 41 35 40.     (N) 113 16 06.     (W)   SCALED
 MS0287* NAVD 88 ORTHO HEIGHT -  1410.736 (meters)     4628.39  (feet) ADJUSTED
 MS0287  ______________________________________________________________________
 MS0287  GEOID HEIGHT    -        -15.955 (meters)                     GEOID18
 MS0287  DYNAMIC HEIGHT  -       1409.760 (meters)     4625.19  (feet) COMP
 MS0287  MODELED GRAVITY -    979,882.2   (mgal)                       NAVD 88
 MS0287
 MS0287  VERT ORDER      -  FIRST     CLASS II
 MS0287
 MS0287.The horizontal coordinates were scaled from a map and have
 MS0287.an estimated accuracy of +/- 6 seconds.
 MS0287
 MS0287.The orthometric height was determined by differential leveling and
 MS0287.adjusted by the NATIONAL GEODETIC SURVEY
 MS0287.in June 1991.
 MS0287
 MS0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0287.GEOID18 height accuracy estimate available here.
 MS0287
 MS0287.Click photographs - Photos may exist for this station.
 MS0287
 MS0287.The dynamic height is computed by dividing the NAVD 88
 MS0287.geopotential number by the normal gravity value computed on the
 MS0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0287.degrees latitude (g = 980.6199 gals.).
 MS0287
 MS0287.The modeled gravity was interpolated from observed gravity values.
 MS0287
 MS0287;                    North         East    Units  Estimated Accuracy
 MS0287;SPC UT N     - 1,141,550.      352,580.      MT  (+/- 180 meters Scaled)
 MS0287
 MS0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM109072(NAD 83)
 MS0287
 MS0287                          SUPERSEDED SURVEY CONTROL
 MS0287
 MS0287  NGVD 29 (??/??/92) 1409.690  (m)         4624.96   (f) ADJ UNCH    1 2
 MS0287
 MS0287.Superseded values are not recommended for survey control.
 MS0287
 MS0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0287.See file dsdata.pdf to determine how the superseded data were derived.
 MS0287
 MS0287_MARKER: DB = BENCH MARK DISK
 MS0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0287_STAMPING: T 95 1953
 MS0287_MARK LOGO: CGS
 MS0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0287+STABILITY: SURFACE MOTION
 MS0287
 MS0287  HISTORY     - Date     Condition        Report By
 MS0287  HISTORY     - 1953     MONUMENTED       CGS
 MS0287
 MS0287                          STATION DESCRIPTION
 MS0287
 MS0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0287'15.5 MI SW FROM KELTON.
 MS0287'15.5 MILES SOUTHWEST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0287'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0287'KELTON, 122 FEET SOUTH OF AND ACROSS THE ROAD FROM MILEPOLE 718 (POLE
 MS0287'NO. 13B), 338 FEET SOUTHWEST OF THE SOUTH CORNER OF A SMALL WOODEN
 MS0287'BRIDGE, 50 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.9 FEET
 MS0287'NORTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET
 MS0287'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0346 ***********************************************************************
 MS0346  DESIGNATION -  T 96
 MS0346  PID         -  MS0346
 MS0346  STATE/COUNTY-  UT/BOX ELDER
 MS0346  COUNTRY     -  US
 MS0346  USGS QUAD   -  BOVINE (2017)
 MS0346
 MS0346                         *CURRENT SURVEY CONTROL
 MS0346  ______________________________________________________________________
 MS0346* NAD 83(1986) POSITION- 41 26 12.     (N) 113 41 18.     (W)   SCALED
 MS0346* NAVD 88 ORTHO HEIGHT -  1324.379 (meters)     4345.07  (feet) ADJUSTED
 MS0346  ______________________________________________________________________
 MS0346  GEOID HEIGHT    -        -16.515 (meters)                     GEOID18
 MS0346  DYNAMIC HEIGHT  -       1323.453 (meters)     4342.03  (feet) COMP
 MS0346  MODELED GRAVITY -    979,877.9   (mgal)                       NAVD 88
 MS0346
 MS0346  VERT ORDER      -  FIRST     CLASS II
 MS0346
 MS0346.The horizontal coordinates were scaled from a map and have
 MS0346.an estimated accuracy of +/- 6 seconds.
 MS0346
 MS0346.The orthometric height was determined by differential leveling and
 MS0346.adjusted by the NATIONAL GEODETIC SURVEY
 MS0346.in June 1991.
 MS0346
 MS0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0346.GEOID18 height accuracy estimate available here.
 MS0346
 MS0346.Click photographs - Photos may exist for this station.
 MS0346
 MS0346.The dynamic height is computed by dividing the NAVD 88
 MS0346.geopotential number by the normal gravity value computed on the
 MS0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0346.degrees latitude (g = 980.6199 gals.).
 MS0346
 MS0346.The modeled gravity was interpolated from observed gravity values.
 MS0346
 MS0346;                    North         East    Units  Estimated Accuracy
 MS0346;SPC UT N     - 1,124,830.      317,130.      MT  (+/- 180 meters Scaled)
 MS0346
 MS0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL753907(NAD 83)
 MS0346
 MS0346                          SUPERSEDED SURVEY CONTROL
 MS0346
 MS0346  NGVD 29 (??/??/92) 1323.351  (m)         4341.69   (f) ADJ UNCH    1 2
 MS0346
 MS0346.Superseded values are not recommended for survey control.
 MS0346
 MS0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0346.See file dsdata.pdf to determine how the superseded data were derived.
 MS0346
 MS0346_MARKER: DB = BENCH MARK DISK
 MS0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0346_STAMPING: T 96 1953
 MS0346_MARK LOGO: CGS
 MS0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0346+STABILITY: SURFACE MOTION
 MS0346
 MS0346  HISTORY     - Date     Condition        Report By
 MS0346  HISTORY     - 1953     MONUMENTED       CGS
 MS0346
 MS0346                          STATION DESCRIPTION
 MS0346
 MS0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0346'7.7 MI SW FROM WATERCRESS.
 MS0346'7.7 MILES SOUTHWEST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0346'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0346'WATERCRESS, 0.15 MILE NORTHEAST OF A 4- BY 4-FOT STONE-AND-WOOD
 MS0346'CULVERT, 23 1/2 FEET SOUTHWEST OF MILEPOLE 692 (POLE NO. 3B), 2.6 FEET
 MS0346'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 MS0346'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0322 ***********************************************************************
 LP0322  DESIGNATION -  T1 2N R8W SECS 4 33 1/4 COR
 LP0322  PID         -  LP0322
 LP0322  STATE/COUNTY-  UT/TOOELE
 LP0322  COUNTRY     -  US
 LP0322  USGS QUAD   -  DELLE (2017)
 LP0322
 LP0322                         *CURRENT SURVEY CONTROL
 LP0322  ______________________________________________________________________
 LP0322* NAD 83(1986) POSITION- 40 51 20.52   (N) 112 45 07.05   (W)   HD_HELD1
 LP0322* NAVD 88 ORTHO HEIGHT -  1303.111 (meters)     4275.29  (feet) ADJUSTED
 LP0322  ______________________________________________________________________
 LP0322  GEOID HEIGHT    -        -17.349 (meters)                     GEOID18
 LP0322  DYNAMIC HEIGHT  -       1302.143 (meters)     4272.11  (feet) COMP
 LP0322  MODELED GRAVITY -    979,836.2   (mgal)                       NAVD 88
 LP0322
 LP0322  VERT ORDER      -  SECOND    CLASS 0
 LP0322
 LP0322.The horizontal coordinates were determined by differentially corrected
 LP0322.hand held GPS observations or other comparable positioning techniques
 LP0322.and have an estimated accuracy of +/- 3 meters.
 LP0322
 LP0322.The orthometric height was determined by differential leveling and
 LP0322.adjusted by the NATIONAL GEODETIC SURVEY
 LP0322.in June 1991.
 LP0322
 LP0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0322.GEOID18 height accuracy estimate available here.
 LP0322
 LP0322.Click photographs - Photos may exist for this station.
 LP0322
 LP0322.The dynamic height is computed by dividing the NAVD 88
 LP0322.geopotential number by the normal gravity value computed on the
 LP0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0322.degrees latitude (g = 980.6199 gals.).
 LP0322
 LP0322.The modeled gravity was interpolated from observed gravity values.
 LP0322
 LP0322;                    North         East    Units  Estimated Accuracy
 LP0322;SPC UT C     - 2,280,785.9     394,434.2     MT  (+/- 3 meters HH1 GPS) 
 LP0322
 LP0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL5233324215(NAD 83)
 LP0322
 LP0322                          SUPERSEDED SURVEY CONTROL
 LP0322
 LP0322  NGVD 29 (??/??/92) 1302.112  (m)         4272.01   (f) ADJ UNCH    2 0
 LP0322
 LP0322.Superseded values are not recommended for survey control.
 LP0322
 LP0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0322.See file dsdata.pdf to determine how the superseded data were derived.
 LP0322
 LP0322_MARKER: P = PIPE CAP
 LP0322_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0322_STAMPING: 1/4 S33 S4 1912
 LP0322_MARK LOGO: USGLO
 LP0322_MAGNETIC: P = MARKER IS A STEEL PIPE
 LP0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0322
 LP0322  HISTORY     - Date     Condition        Report By
 LP0322  HISTORY     - 1912     MONUMENTED       USGLO
 LP0322  HISTORY     - 1966     GOOD             CGS
 LP0322
 LP0322                          STATION DESCRIPTION
 LP0322
 LP0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LP0322'12.9 KM (8.00 MI) NORTH FROM DELLE.
 LP0322'1.2 MILES SOUTH OF FERE WELL NO. 80, AT 1/4 COR. OF SEC. 34,
 LP0322'PROJECTING 10 INCHES ABOVE THE GROUND, A SEC. COR. BRASS CAP ON A
 LP0322'3/4 INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0527 ***********************************************************************
 KN0527  DESIGNATION -  T10 9S R8E SECS 2 35 CC UIR
 KN0527  PID         -  KN0527
 KN0527  STATE/COUNTY-  UT/WASATCH
 KN0527  COUNTRY     -  US
 KN0527  USGS QUAD   -  FLAT RIDGE (2017)
 KN0527
 KN0527                         *CURRENT SURVEY CONTROL
 KN0527  ______________________________________________________________________
 KN0527* NAD 83(1994) POSITION- 39 59 15.61053(N) 110 59 11.76907(W)   ADJUSTED
 KN0527* NAVD 88 ORTHO HEIGHT -  2782.7   (meters)     9130.    (feet) VERTCON3
 KN0527  ______________________________________________________________________
 KN0527  GEOID HEIGHT    -        -15.783 (meters)                     GEOID18
 KN0527  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 KN0527  HORZ ORDER      -  THIRD
 KN0527  VERT ORDER      -  THIRD ? (See Below)
 KN0527
 KN0527.The horizontal coordinates were established by classical geodetic methods
 KN0527.and adjusted by the National Geodetic Survey in November 1997.
 KN0527
 KN0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0527
 KN0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0527.GEOID18 height accuracy estimate available here.
 KN0527
 KN0527.The vertical order pertains to the NGVD 29 superseded value.
 KN0527
 KN0527.Click photographs - Photos may exist for this station.
 KN0527
 KN0527.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0527
 KN0527. The following values were computed from the NAD 83(1994) position.
 KN0527
 KN0527;                    North         East     Units Scale Factor Converg.
 KN0527;SPC UT C     - 2,183,788.206   543,844.353   MT  0.99990236   +0 19 43.9
 KN0527;SPC UT C     - 7,164,645.14  1,784,262.68   sFT  0.99990236   +0 19 43.9
 KN0527;UTM  12      - 4,426,388.751   501,143.811   MT  0.99960002   +0 00 31.0
 KN0527
 KN0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0527!SPC UT C     -   0.99956613  x   0.99990236  =   0.99946853
 KN0527!UTM  12      -   0.99956613  x   0.99960002  =   0.99916632
 KN0527
 KN0527:                Primary Azimuth Mark                     Grid Az
 KN0527:SPC UT C     -  STRAWBERRY WEST                          001 04 55.2
 KN0527:UTM  12      -  STRAWBERRY WEST                          001 24 08.1
 KN0527
 KN0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK0114326388(NAD 83)
 KN0527
 KN0527|---------------------------------------------------------------------|
 KN0527| PID    Reference Object                     Distance      Geod. Az  |
 KN0527|                                                           dddmmss.s |
 KN0527| LO1097 STRAWBERRY WEST                     APPROX. 6.6 KM 0012439.1 |
 KN0527|---------------------------------------------------------------------|
 KN0527
 KN0527                          SUPERSEDED SURVEY CONTROL
 KN0527
 KN0527  NAD 83(1993)-  39 59 15.61061(N)    110 59 11.76682(W) AD(       ) 3
 KN0527  NAD 83(1986)-  39 59 15.59795(N)    110 59 11.76131(W) AD(       ) 3
 KN0527  NAD 27      -  39 59 15.75360(N)    110 59 09.17830(W) AD(       ) 3
 KN0527
 KN0527.Superseded values are not recommended for survey control.
 KN0527
 KN0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0527.See file dsdata.pdf to determine how the superseded data were derived.
 KN0527
 KN0527_MARKER: P = PIPE CAP
 KN0527_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KN0527_STAMPING: T9S R8E T10S R8E CC S35 S2 UIR 1924
 KN0527_MARK LOGO: USGLO
 KN0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0527
 KN0527  HISTORY     - Date     Condition        Report By
 KN0527  HISTORY     - 1924     MONUMENTED       USGLO
 KN0527
 KN0527                          STATION DESCRIPTION
 KN0527
 KN0527'DESCRIBED BY US GENERAL LAND OFFICE 1924
 KN0527'DESCRIBED AS FOLLOWS
 KN0527'
 KN0527'SOLDIER SUMMIT, 9 MI. NE. OF ALONG RD., 1 MI. N. OF JUNCTION OF RIGHT
 KN0527'FORK RD. WITH RD. TO MUD SPRING, 22 FT. E. OF CENTERLINE OF RD., IN
 KN0527'IRON PIPE WITH USGLO CAP STAMPED ---U I R T9S R8E T10S R8E C C S35
 KN0527'S2 1924---.
 KN0527'
 KN0527'STATION MARK--A GLO PIPE WITH CAP, STAMPED ---UIR T9S R8E T10S
 KN0527'R8E CC S35 S2 1924---.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0475 ***********************************************************************
 KN0475  DESIGNATION -  T10S R13E SECS 31 32 UIR
 KN0475  PID         -  KN0475
 KN0475  STATE/COUNTY-  UT/DUCHESNE
 KN0475  COUNTRY     -  US
 KN0475  USGS QUAD   -  ANTHRO MOUNTAIN (2017)
 KN0475
 KN0475                         *CURRENT SURVEY CONTROL
 KN0475  ______________________________________________________________________
 KN0475* NAD 83(1994) POSITION- 39 53 39.68595(N) 110 29 26.46065(W)   ADJUSTED
 KN0475* NAVD 88 ORTHO HEIGHT -  2804.3   (meters)     9200.    (feet) VERTCON3
 KN0475  ______________________________________________________________________
 KN0475  GEOID HEIGHT    -        -16.381 (meters)                     GEOID18
 KN0475  LAPLACE CORR    -         -8.19  (seconds)                    DEFLEC18
 KN0475  HORZ ORDER      -  THIRD
 KN0475
 KN0475.The horizontal coordinates were established by classical geodetic methods
 KN0475.and adjusted by the National Geodetic Survey in November 1997.
 KN0475
 KN0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0475
 KN0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0475.GEOID18 height accuracy estimate available here.
 KN0475
 KN0475.Click photographs - Photos may exist for this station.
 KN0475
 KN0475.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0475
 KN0475. The following values were computed from the NAD 83(1994) position.
 KN0475
 KN0475;                    North         East     Units Scale Factor Converg.
 KN0475;SPC UT C     - 2,173,789.595   586,311.583   MT  0.99989936   +0 38 47.6
 KN0475;SPC UT C     - 7,131,841.36  1,923,590.59   sFT  0.99989936   +0 38 47.6
 KN0475;UTM  12      - 4,416,156.135   543,542.128   MT  0.99962334   +0 19 36.0
 KN0475
 KN0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0475!SPC UT C     -   0.99956282  x   0.99989936  =   0.99946222
 KN0475!UTM  12      -   0.99956282  x   0.99962334  =   0.99918632
 KN0475
 KN0475:                Primary Azimuth Mark                     Grid Az
 KN0475:SPC UT C     -  BOUNDARY                                 103 31 07.5
 KN0475:UTM  12      -  BOUNDARY                                 103 50 19.1
 KN0475
 KN0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK4354216156(NAD 83)
 KN0475
 KN0475|---------------------------------------------------------------------|
 KN0475| PID    Reference Object                     Distance      Geod. Az  |
 KN0475|                                                           dddmmss.s |
 KN0475| KN0474 BOUNDARY                            APPROX. 4.5 KM 1040955.1 |
 KN0475|---------------------------------------------------------------------|
 KN0475
 KN0475                          SUPERSEDED SURVEY CONTROL
 KN0475
 KN0475  NAD 83(1993)-  39 53 39.68516(N)    110 29 26.45822(W) AD(       ) 3
 KN0475  NAD 83(1986)-  39 53 39.67175(N)    110 29 26.45267(W) AD(       ) 3
 KN0475  NAD 27      -  39 53 39.82057(N)    110 29 23.88861(W) AD(       ) 3
 KN0475  NGVD 29 (07/19/86) 2802.9    (m)         9196.     (f) VERT ANG       
 KN0475
 KN0475.Superseded values are not recommended for survey control.
 KN0475
 KN0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0475.See file dsdata.pdf to determine how the superseded data were derived.
 KN0475
 KN0475_MARKER: P = PIPE CAP
 KN0475_SETTING: 0 = UNSPECIFIED SETTING
 KN0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0475
 KN0475  HISTORY     - Date     Condition        Report By
 KN0475  HISTORY     - 1966     MONUMENTED       USGLO
 KN0475
 KN0475                          STATION DESCRIPTION
 KN0475
 KN0475'DESCRIBED BY US GENERAL LAND OFFICE 1966
 KN0475'LOCATED AND TO REACH NOT FURNISHED BY FIELDMAN.
 KN0475'
 KN0475'STATION MARK--TOP GLO BRASS CAP, STAMPED ---UIR S31 S32 R13E T10S---,
 KN0475'PROJECTING 1.2 FT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0004 ***********************************************************************
 KN0004  DESIGNATION -  T10S R15E SECS 21 22 27 28
 KN0004  PID         -  KN0004
 KN0004  STATE/COUNTY-  UT/DUCHESNE
 KN0004  COUNTRY     -  US
 KN0004  USGS QUAD   -  GILSONITE DRAW (2017)
 KN0004
 KN0004                         *CURRENT SURVEY CONTROL
 KN0004  ______________________________________________________________________
 KN0004* NAD 83(1986) POSITION- 39 55 19.     (N) 110 13 40.     (W)   SCALED
 KN0004* NAVD 88 ORTHO HEIGHT -  2057.086 (meters)     6748.96  (feet) ADJUSTED
 KN0004  ______________________________________________________________________
 KN0004  GEOID HEIGHT    -        -17.176 (meters)                     GEOID18
 KN0004  DYNAMIC HEIGHT  -       2054.981 (meters)     6742.05  (feet) COMP
 KN0004  MODELED GRAVITY -    979,528.9   (mgal)                       NAVD 88
 KN0004
 KN0004  VERT ORDER      -  SECOND    CLASS 0
 KN0004
 KN0004.The horizontal coordinates were scaled from a map and have
 KN0004.an estimated accuracy of +/- 6 seconds.
 KN0004
 KN0004.The orthometric height was determined by differential leveling and
 KN0004.adjusted by the NATIONAL GEODETIC SURVEY
 KN0004.in June 1991.
 KN0004
 KN0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0004.GEOID18 height accuracy estimate available here.
 KN0004
 KN0004.Click photographs - Photos may exist for this station.
 KN0004
 KN0004.The dynamic height is computed by dividing the NAVD 88
 KN0004.geopotential number by the normal gravity value computed on the
 KN0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0004.degrees latitude (g = 980.6199 gals.).
 KN0004
 KN0004.The modeled gravity was interpolated from observed gravity values.
 KN0004
 KN0004;                    North         East    Units  Estimated Accuracy
 KN0004;SPC UT C     - 2,177,140.      608,750.      MT  (+/- 180 meters Scaled)
 KN0004
 KN0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK659193(NAD 83)
 KN0004
 KN0004                          SUPERSEDED SURVEY CONTROL
 KN0004
 KN0004  NGVD 29 (??/??/92) 2055.763  (m)         6744.62   (f) ADJ UNCH    2 0
 KN0004
 KN0004.Superseded values are not recommended for survey control.
 KN0004
 KN0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0004.See file dsdata.pdf to determine how the superseded data were derived.
 KN0004
 KN0004_MARKER: P = PIPE CAP
 KN0004_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KN0004_STAMPING: T 10 S R 15 E S 21 S 22 S 28 S 27 1910
 KN0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0004
 KN0004  HISTORY     - Date     Condition        Report By
 KN0004  HISTORY     - 1910     MONUMENTED       USGLO
 KN0004
 KN0004                          STATION DESCRIPTION
 KN0004
 KN0004'DESCRIBED BY US GENERAL LAND OFFICE 1910
 KN0004'1.7 MI W FROM MYTON.
 KN0004'ABOUT 1.7 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE HIGHWAY TURN AT
 KN0004'MYTON, DUCHESNE COUNTY, THENCE ABOUT 20.6 MILES SOUTH ALONG STATE
 KN0004'HIGHWAY 53.  AT THE CORNER OF SEC. 21, 22, 27, AND 28, T. 10 S., R. 15
 KN0004'E., ABOUT 275 FEET SOUTHWEST OF THE HIGHWAY, AND ABOUT 130 FEET SOUTH
 KN0004'OF AND 10 FEET HIGHER THAN BENCH MARK M 52, DESCRIBED ABOVE.  A UNITED
 KN0004'STATES GENERAL LAND OFFICE STANDARD CAP, STAMPED T 10 S R 15 E S 21 S
 KN0004'22 S 28 S 27 1910 AND FASTENED ON THE TOP OF A 1 1/2 INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0313 ***********************************************************************
 KM0313  DESIGNATION -  T10S R25E SECS 33 34 SC
 KM0313  PID         -  KM0313
 KM0313  STATE/COUNTY-  UT/UINTAH
 KM0313  COUNTRY     -  US
 KM0313  USGS QUAD   -  WEAVER RIDGE (2017)
 KM0313
 KM0313                         *CURRENT SURVEY CONTROL
 KM0313  ______________________________________________________________________
 KM0313* NAD 83(1994) POSITION- 39 53 53.33096(N) 109 05 48.34795(W)   ADJUSTED
 KM0313* NAVD 88 ORTHO HEIGHT -  2040.    (meters)     6693.    (feet) SCALED
 KM0313  ______________________________________________________________________
 KM0313  GEOID HEIGHT    -        -16.804 (meters)                     GEOID18
 KM0313  LAPLACE CORR    -          8.75  (seconds)                    DEFLEC18
 KM0313  HORZ ORDER      -  SECOND
 KM0313
 KM0313.The horizontal coordinates were established by classical geodetic methods
 KM0313.and adjusted by the National Geodetic Survey in November 1997.
 KM0313
 KM0313.The orthometric height was scaled from a topographic map.
 KM0313
 KM0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0313.GEOID18 height accuracy estimate available here.
 KM0313
 KM0313.Click photographs - Photos may exist for this station.
 KM0313
 KM0313.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0313
 KM0313. The following values were computed from the NAD 83(1994) position.
 KM0313
 KM0313;                    North         East     Units Scale Factor Converg.
 KM0313;SPC UT C     - 2,176,484.072   705,480.837   MT  0.99989943   +1 32 22.1
 KM0313;SPC UT C     - 7,140,681.49  2,314,565.05   sFT  0.99989943   +1 32 22.1
 KM0313;UTM  12      - 4,418,186.400   662,706.195   MT  0.99992592   +1 13 15.8
 KM0313
 KM0313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0313!SPC UT C     -   0.99968266  x   0.99989943  =   0.99958213
 KM0313!UTM  12      -   0.99968266  x   0.99992592  =   0.99960861
 KM0313
 KM0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK6270618186(NAD 83)
 KM0313
 KM0313                          SUPERSEDED SURVEY CONTROL
 KM0313
 KM0313  NAD 83(1993)-  39 53 53.32036(N)    109 05 48.31929(W) AD(       ) 2
 KM0313  NAD 83(1992)-  39 53 53.30939(N)    109 05 48.33991(W) AD(       ) 2
 KM0313  NAD 83(1986)-  39 53 53.30612(N)    109 05 48.33303(W) AD(       ) 2
 KM0313  NAD 27      -  39 53 53.41700(N)    109 05 45.92200(W) AD(       ) 2
 KM0313
 KM0313.Superseded values are not recommended for survey control.
 KM0313
 KM0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0313.See file dsdata.pdf to determine how the superseded data were derived.
 KM0313
 KM0313_MARKER: DD = SURVEY DISK
 KM0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0313+STABILITY: SURFACE MOTION
 KM0313
 KM0313  HISTORY     - Date     Condition        Report By
 KM0313  HISTORY     - 1931     MONUMENTED       USGLO
 KM0313
 KM0313                          STATION DESCRIPTION
 KM0313
 KM0313'DESCRIBED BY US GENERAL LAND OFFICE 1931 (CIA)
 KM0313'THE STANDARD CORNER OF SECS. 33 AND 34, T. 10 S., R. 25 E.,
 KM0313'S.L. P.M.  ON THE 2ND STANDARD PARALLEL SOUTH.
 KM0313'
 KM0313'TO REACH FROM RANGELY, COLORADO, FOLLOW THE MAIN TRAVELED
 KM0313'ROAD TOWARD DRAGON, AT 31.7 MILES, THE INTERSECTION WITH
 KM0313'DRAGON-VERNAL ROAD, 5 MILES N OF DRAGON, TURN N TOWARD VERNAL
 KM0313'FOR 4.5 MILES TO A POINT WHERE THE ROAD PASSES OVER THE TOP
 KM0313'OF A SPUR AND SWINGS TO THE LEFT.  THIS POINT IS ABOUT 3/4
 KM0313'MILES PAST A ROAD LEADING W ALONG A DRY WASH.  FROM THE ROAD AT
 KM0313'THE TOP OF THE SPUR THE STATION BEARS ABOUT N 80 E, AND IS A
 KM0313'LITTLE NE OF TWO UMBRELLA-SHAPED TREES.  TURN TO THE RIGHT,
 KM0313'LEAVE ROAD, DRIVE UP SPUR, PASSING TO THE RIGHT OF A SMALL
 KM0313'GROUP OF CEDARS, FOR 0.6 MILE TO THE STATION.
 KM0313'
 KM0313'REFERENCE MARK 3 IS A STANDARD C. AND G.S. DISK MARKED AZ. MK.
 KM0313'1931 ON THE HIGHEST PART OF THE MOST EASTERLY OUTCROP OF
 KM0313'THREE PROMINENT GROUPS OF ROCK OUTCROP ABOUT 1-1/2 MILES NW
 KM0313'OF THE STATION AND ABOUT 1/4 MILE W OF THE DRAGON-VERNAL
 KM0313'ROAD, AT A LOWER ELEVATION THAN THE STATION, BECAUSE OF NO OTHER
 KM0313'POINT IN ABOUT THE SAME ELEVATION BEING AVAILABLE IN THE
 KM0313'LOCALITY.  TO REACH THE AZIMUTH MARK, CONTINUE ALONG THE ROAD
 KM0313'AT THE TOP OF THE SPUR (WHERE STATION BEARS N. 80 E.) FOR 1.3
 KM0313'MILES TO WHERE A DIM ROAD LEADS TO THE W ALONG A SPUR.  TURN
 KM0313'LEFT HERE AND FOLLOW THE ROAD FOR 0.3 MILE TO THE FIRST ROCK
 KM0313'OUTCROP AND MARK.
 KM0313'
 KM0313'NOTE--ALL MARKS EXCEPT R.M. 3 ARE STANDARD G.L.O. METAL DISKS.
 KM0313'G.L.O. 5 IS A STANDARD G.L.O. STATION MARK SET IN A SQUARE BLOCK OF
 KM0313'CONCRETE.  IT IS STAMPED S.C., T 10 S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0665 ***********************************************************************
 MR0665  DESIGNATION -  T11N R6 7E SECS 25 30 31 36
 MR0665  PID         -  MR0665
 MR0665  STATE/COUNTY-  UT/RICH
 MR0665  COUNTRY     -  US
 MR0665  USGS QUAD   -  RANDOLPH (2017)
 MR0665
 MR0665                         *CURRENT SURVEY CONTROL
 MR0665  ______________________________________________________________________
 MR0665* NAD 83(1994) POSITION- 41 39 18.47556(N) 111 12 27.29620(W)   ADJUSTED
 MR0665* NAVD 88 ORTHO HEIGHT -  1928.9   (meters)     6328.    (feet) VERTCON3
 MR0665  ______________________________________________________________________
 MR0665  GEOID HEIGHT    -        -14.915 (meters)                     GEOID18
 MR0665  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 MR0665  HORZ ORDER      -  THIRD
 MR0665
 MR0665.The horizontal coordinates were established by classical geodetic methods
 MR0665.and adjusted by the National Geodetic Survey in November 1997.
 MR0665
 MR0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0665
 MR0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0665.GEOID18 height accuracy estimate available here.
 MR0665
 MR0665.Click photographs - Photos may exist for this station.
 MR0665
 MR0665.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0665
 MR0665. The following values were computed from the NAD 83(1994) position.
 MR0665
 MR0665;                    North         East     Units Scale Factor Converg.
 MR0665;SPC UT N     - 1,146,830.121   524,356.912   MT  0.99998171   +0 11 34.1
 MR0665;SPC UT N     - 3,762,558.49  1,720,327.64   sFT  0.99998171   +0 11 34.1
 MR0665;UTM  12      - 4,611,507.901   482,716.013   MT  0.99960368   -0 08 16.7
 MR0665
 MR0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0665!SPC UT N     -   0.99969988  x   0.99998171  =   0.99968160
 MR0665!UTM  12      -   0.99969988  x   0.99960368  =   0.99930368
 MR0665
 MR0665:                Primary Azimuth Mark                     Grid Az
 MR0665:SPC UT N     -  LIMESTONE                                196 40 14.9
 MR0665:UTM  12      -  LIMESTONE                                197 00 05.7
 MR0665
 MR0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM8271611507(NAD 83)
 MR0665
 MR0665|---------------------------------------------------------------------|
 MR0665| PID    Reference Object                     Distance      Geod. Az  |
 MR0665|                                                           dddmmss.s |
 MR0665| MR0662 LIMESTONE                           APPROX. 6.4 KM 1965149.0 |
 MR0665|---------------------------------------------------------------------|
 MR0665
 MR0665                          SUPERSEDED SURVEY CONTROL
 MR0665
 MR0665  NAD 83(1993)-  41 39 18.47546(N)    111 12 27.29617(W) AD(       ) 3
 MR0665  NAD 83(1986)-  41 39 18.46184(N)    111 12 27.28766(W) AD(       ) 3
 MR0665  NAD 27      -  41 39 18.66640(N)    111 12 24.57372(W) AD(       ) 3
 MR0665  NGVD 29 (07/19/86) 1927.6    (m)         6324.     (f) VERT ANG       
 MR0665
 MR0665.Superseded values are not recommended for survey control.
 MR0665
 MR0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0665.See file dsdata.pdf to determine how the superseded data were derived.
 MR0665
 MR0665_MARKER: DD = SURVEY DISK
 MR0665_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MR0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0665
 MR0665  HISTORY     - Date     Condition        Report By
 MR0665  HISTORY     - 1966     MONUMENTED       USGS
 MR0665
 MR0665                          STATION DESCRIPTION
 MR0665
 MR0665'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MR0665'LOCATED 1.1 MI. SW. OF RANDOLPH, 1.2 MI. W. OF UTAH STATE HIGHWAY 16
 MR0665'ON W. SIDE OF DIRT RD., 100 FT. S. OF CATTLEGUARD.
 MR0665'
 MR0665'STATION MARK - A STANDARD BUREAU OF LAND MANAGEMENT BRASS TABLET
 MR0665'STAMPED ---T11N R6E R7E S25 S30 S36 S31 1964--- ON A 2-1/2 IN. PIPE
 MR0665'SET IN CEMENT PROJECTING 0.5 FT.
 MR0665'
 MR0665'REFERENCE MARK - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0503 ***********************************************************************
 KN0503  DESIGNATION -  T11S R12E SECS 22 23 26 27
 KN0503  PID         -  KN0503
 KN0503  STATE/COUNTY-  UT/DUCHESNE
 KN0503  COUNTRY     -  US
 KN0503  USGS QUAD   -  MINNIE MAUD CREEK EAST (2017)
 KN0503
 KN0503                         *CURRENT SURVEY CONTROL
 KN0503  ______________________________________________________________________
 KN0503* NAD 83(1994) POSITION- 39 50 26.23023(N) 110 33 20.91838(W)   ADJUSTED
 KN0503* NAVD 88 ORTHO HEIGHT -  2762.6   (meters)     9064.    (feet) VERTCON3
 KN0503  ______________________________________________________________________
 KN0503  GEOID HEIGHT    -        -16.224 (meters)                     GEOID18
 KN0503  LAPLACE CORR    -         -4.11  (seconds)                    DEFLEC18
 KN0503  HORZ ORDER      -  THIRD
 KN0503
 KN0503.The horizontal coordinates were established by classical geodetic methods
 KN0503.and adjusted by the National Geodetic Survey in November 1997.
 KN0503
 KN0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0503
 KN0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0503.GEOID18 height accuracy estimate available here.
 KN0503
 KN0503.Click photographs - Photos may exist for this station.
 KN0503
 KN0503.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0503
 KN0503. The following values were computed from the NAD 83(1994) position.
 KN0503
 KN0503;                    North         East     Units Scale Factor Converg.
 KN0503;SPC UT C     - 2,167,763.102   580,805.434   MT  0.99989883   +0 36 17.4
 KN0503;SPC UT C     - 7,112,069.44  1,905,525.83   sFT  0.99989883   +0 36 17.4
 KN0503;UTM  12      - 4,410,162.165   538,003.942   MT  0.99961778   +0 17 04.5
 KN0503
 KN0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0503!SPC UT C     -   0.99956933  x   0.99989883  =   0.99946821
 KN0503!UTM  12      -   0.99956933  x   0.99961778  =   0.99918728
 KN0503
 KN0503:                Primary Azimuth Mark                     Grid Az
 KN0503:SPC UT C     -  MYRTLE                                   204 55 35.1
 KN0503:UTM  12      -  MYRTLE                                   205 14 48.0
 KN0503
 KN0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK3800310162(NAD 83)
 KN0503
 KN0503|---------------------------------------------------------------------|
 KN0503| PID    Reference Object                     Distance      Geod. Az  |
 KN0503|                                                           dddmmss.s |
 KN0503| KN0504 MYRTLE                              APPROX. 9.6 KM 2053152.5 |
 KN0503|---------------------------------------------------------------------|
 KN0503
 KN0503                          SUPERSEDED SURVEY CONTROL
 KN0503
 KN0503  NAD 83(1993)-  39 50 26.22919(N)    110 33 20.91630(W) AD(       ) 3
 KN0503  NAD 83(1986)-  39 50 26.21692(N)    110 33 20.91102(W) AD(       ) 3
 KN0503  NAD 27      -  39 50 26.36067(N)    110 33 18.34425(W) AD(       ) 3
 KN0503  NGVD 29 (07/19/86) 2761.2    (m)         9059.     (f) VERT ANG       
 KN0503
 KN0503.Superseded values are not recommended for survey control.
 KN0503
 KN0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0503.See file dsdata.pdf to determine how the superseded data were derived.
 KN0503
 KN0503_MARKER: P = PIPE CAP
 KN0503_SETTING: 0 = UNSPECIFIED SETTING
 KN0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0503
 KN0503  HISTORY     - Date     Condition        Report By
 KN0503  HISTORY     - 1966     MONUMENTED       USGLO
 KN0503
 KN0503                          STATION DESCRIPTION
 KN0503
 KN0503'DESCRIBED BY US GENERAL LAND OFFICE 1966
 KN0503'LOCATED ABOUT 21.5 MI. NE. OF PRICE, ABOUT 22 MI. NNW. OF DRAGERTON,
 KN0503'ABOUT 150 FT. S. OF THE HIGHEST PART OF THE RIDGE BETWEEN ARGYLE
 KN0503'CREEK AND MINNIE MAUD CREEK.
 KN0503'
 KN0503'STATION MARK--THE TOP OF A STANDARD GLO BRASS CAP, STAMPED ---S22
 KN0503'S23 S26 S27 T11S R12E 1919---, PROJECTING 1.2 FT. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0501 ***********************************************************************
 KN0501  DESIGNATION -  T11S R12E SECS 25 36 SC
 KN0501  PID         -  KN0501
 KN0501  STATE/COUNTY-  UT/DUCHESNE
 KN0501  COUNTRY     -  US
 KN0501  USGS QUAD   -  MINNIE MAUD CREEK EAST (2017)
 KN0501
 KN0501                         *CURRENT SURVEY CONTROL
 KN0501  ______________________________________________________________________
 KN0501* NAD 83(1994) POSITION- 39 49 34.08123(N) 110 31 05.55754(W)   ADJUSTED
 KN0501* NAVD 88 ORTHO HEIGHT -  2730.5   (meters)     8958.    (feet) VERTCON3
 KN0501  ______________________________________________________________________
 KN0501  GEOID HEIGHT    -        -16.323 (meters)                     GEOID18
 KN0501  LAPLACE CORR    -         -7.52  (seconds)                    DEFLEC18
 KN0501  HORZ ORDER      -  THIRD
 KN0501
 KN0501.The horizontal coordinates were established by classical geodetic methods
 KN0501.and adjusted by the National Geodetic Survey in November 1997.
 KN0501
 KN0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0501
 KN0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0501.GEOID18 height accuracy estimate available here.
 KN0501
 KN0501.Click photographs - Photos may exist for this station.
 KN0501
 KN0501.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0501
 KN0501. The following values were computed from the NAD 83(1994) position.
 KN0501
 KN0501;                    North         East     Units Scale Factor Converg.
 KN0501;SPC UT C     - 2,166,189.624   584,040.856   MT  0.99989883   +0 37 44.1
 KN0501;SPC UT C     - 7,106,907.12  1,916,140.71   sFT  0.99989883   +0 37 44.1
 KN0501;UTM  12      - 4,408,571.070   541,229.616   MT  0.99962093   +0 18 30.9
 KN0501
 KN0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0501!SPC UT C     -   0.99957437  x   0.99989883  =   0.99947325
 KN0501!UTM  12      -   0.99957437  x   0.99962093  =   0.99919547
 KN0501
 KN0501:                Primary Azimuth Mark                     Grid Az
 KN0501:SPC UT C     -  BADLANDS                                 006 49 58.1
 KN0501:UTM  12      -  BADLANDS                                 007 09 11.3
 KN0501
 KN0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK4122908571(NAD 83)
 KN0501
 KN0501|---------------------------------------------------------------------|
 KN0501| PID    Reference Object                     Distance      Geod. Az  |
 KN0501|                                                           dddmmss.s |
 KN0501| KN0500 BADLANDS                            APPROX. 7.0 KM 0072742.2 |
 KN0501|---------------------------------------------------------------------|
 KN0501
 KN0501                          SUPERSEDED SURVEY CONTROL
 KN0501
 KN0501  NAD 83(1993)-  39 49 34.07842(N)    110 31 05.55588(W) AD(       ) 3
 KN0501  NAD 83(1986)-  39 49 34.06638(N)    110 31 05.55051(W) AD(       ) 3
 KN0501  NAD 27      -  39 49 34.20458(N)    110 31 02.98681(W) AD(       ) 3
 KN0501  NGVD 29 (07/19/86) 2729.2    (m)         8954.     (f) VERT ANG       
 KN0501
 KN0501.Superseded values are not recommended for survey control.
 KN0501
 KN0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0501.See file dsdata.pdf to determine how the superseded data were derived.
 KN0501
 KN0501_MARKER: P = PIPE CAP
 KN0501_SETTING: 0 = UNSPECIFIED SETTING
 KN0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0501
 KN0501  HISTORY     - Date     Condition        Report By
 KN0501  HISTORY     - 1966     MONUMENTED       USGLO
 KN0501
 KN0501                          STATION DESCRIPTION
 KN0501
 KN0501'DESCRIBED BY US GENERAL LAND OFFICE 1966
 KN0501'LOCATED ABOUT 22 MI. NE. OF PRICE, ABOUT 20 MI. NNW. OF DRAGERTON,
 KN0501'JUST S. OF THE HIGHEST PART OF THE RIDGE BETWEEN ARGYLE CREEK AND
 KN0501'MINNIE MAUD CREEK, IN A N-S. FENCE LINE.
 KN0501'
 KN0501'STATION MARK--THE TOP OF A STANDARD GLO BRASS CAP, STAMPED ---S25
 KN0501'S36 T11S R12E 1918---, PROJECTING 1.8 FT. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0457 ***********************************************************************
 KN0457  DESIGNATION -  T11S R16E SECS 20 21 28 29
 KN0457  PID         -  KN0457
 KN0457  STATE/COUNTY-  UT/DUCHESNE
 KN0457  COUNTRY     -  US
 KN0457  USGS QUAD   -  COWBOY BENCH (2017)
 KN0457
 KN0457                         *CURRENT SURVEY CONTROL
 KN0457  ______________________________________________________________________
 KN0457* NAD 83(1994) POSITION- 39 50 07.36552(N) 110 08 18.89993(W)   ADJUSTED
 KN0457* NAVD 88 ORTHO HEIGHT -  1953.8   (meters)     6410.    (feet) VERTCON3
 KN0457  ______________________________________________________________________
 KN0457  GEOID HEIGHT    -        -17.337 (meters)                     GEOID18
 KN0457  LAPLACE CORR    -         -5.14  (seconds)                    DEFLEC18
 KN0457  HORZ ORDER      -  THIRD
 KN0457
 KN0457.The horizontal coordinates were established by classical geodetic methods
 KN0457.and adjusted by the National Geodetic Survey in November 1997.
 KN0457
 KN0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0457
 KN0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0457.GEOID18 height accuracy estimate available here.
 KN0457
 KN0457.Click photographs - Photos may exist for this station.
 KN0457
 KN0457.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0457
 KN0457. The following values were computed from the NAD 83(1994) position.
 KN0457
 KN0457;                    North         East     Units Scale Factor Converg.
 KN0457;SPC UT C     - 2,167,641.610   616,519.026   MT  0.99989882   +0 52 19.5
 KN0457;SPC UT C     - 7,111,670.85  2,022,696.17   sFT  0.99989882   +0 52 19.5
 KN0457;UTM  12      - 4,409,841.140   573,707.043   MT  0.99966688   +0 33 06.6
 KN0457
 KN0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0457!SPC UT C     -   0.99969630  x   0.99989882  =   0.99959515
 KN0457!UTM  12      -   0.99969630  x   0.99966688  =   0.99936328
 KN0457
 KN0457:                Primary Azimuth Mark                     Grid Az
 KN0457:SPC UT C     -  BAD                                      042 44 33.0
 KN0457:UTM  12      -  BAD                                      043 03 45.9
 KN0457
 KN0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK7370709841(NAD 83)
 KN0457
 KN0457|---------------------------------------------------------------------|
 KN0457| PID    Reference Object                     Distance      Geod. Az  |
 KN0457|                                                           dddmmss.s |
 KN0457| KN0456 BAD                                 APPROX. 5.5 KM 0433652.5 |
 KN0457|---------------------------------------------------------------------|
 KN0457
 KN0457                          SUPERSEDED SURVEY CONTROL
 KN0457
 KN0457  NAD 83(1993)-  39 50 07.35157(N)    110 08 18.90500(W) AD(       ) 3
 KN0457  NAD 83(1986)-  39 50 07.34447(N)    110 08 18.89577(W) AD(       ) 3
 KN0457  NAD 27      -  39 50 07.47850(N)    110 08 16.35966(W) AD(       ) 3
 KN0457  NGVD 29 (07/19/86) 1952.6    (m)         6406.     (f) VERT ANG       
 KN0457
 KN0457.Superseded values are not recommended for survey control.
 KN0457
 KN0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0457.See file dsdata.pdf to determine how the superseded data were derived.
 KN0457
 KN0457_MARKER: Z = SEE DESCRIPTION
 KN0457_SETTING: 0 = UNSPECIFIED SETTING
 KN0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0457
 KN0457  HISTORY     - Date     Condition        Report By
 KN0457  HISTORY     - 1966     MONUMENTED       USGS
 KN0457
 KN0457                          STATION DESCRIPTION
 KN0457
 KN0457'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KN0457'LOCATED AND TO REACH NOT FURNISHED BY FIELDMAN.
 KN0457'
 KN0457'STATION MARK--IRON PIPE SECTION CORNER, STAMPED ---T11S R16E S20 S21
 KN0457'S29 S28---.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0526 ***********************************************************************
 KN0526  DESIGNATION -  T11S R9E SECS 10 11 CC UIR
 KN0526  PID         -  KN0526
 KN0526  STATE/COUNTY-  UT/UTAH
 KN0526  COUNTRY     -  US
 KN0526  USGS QUAD   -  FLAT RIDGE (2017)
 KN0526
 KN0526                         *CURRENT SURVEY CONTROL
 KN0526  ______________________________________________________________________
 KN0526* NAD 83(1994) POSITION- 39 52 50.48429(N) 110 53 43.33278(W)   ADJUSTED
 KN0526* NAVD 88 ORTHO HEIGHT -  2972.9   (meters)     9754.    (feet) VERTCON3
 KN0526  ______________________________________________________________________
 KN0526  GEOID HEIGHT    -        -15.757 (meters)                     GEOID18
 KN0526  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 KN0526  HORZ ORDER      -  THIRD
 KN0526
 KN0526.The horizontal coordinates were established by classical geodetic methods
 KN0526.and adjusted by the National Geodetic Survey in November 1997.
 KN0526
 KN0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0526
 KN0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0526.GEOID18 height accuracy estimate available here.
 KN0526
 KN0526.Click photographs - Photos may exist for this station.
 KN0526
 KN0526.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0526
 KN0526. The following values were computed from the NAD 83(1994) position.
 KN0526
 KN0526;                    North         East     Units Scale Factor Converg.
 KN0526;SPC UT C     - 2,171,960.059   551,715.807   MT  0.99989914   +0 23 14.3
 KN0526;SPC UT C     - 7,125,838.96  1,810,087.61   sFT  0.99989914   +0 23 14.3
 KN0526;UTM  12      - 4,414,520.359   508,946.692   MT  0.99960099   +0 04 01.5
 KN0526
 KN0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0526!SPC UT C     -   0.99953629  x   0.99989914  =   0.99943548
 KN0526!UTM  12      -   0.99953629  x   0.99960099  =   0.99913747
 KN0526
 KN0526:                Primary Azimuth Mark                     Grid Az
 KN0526:SPC UT C     -  MINNIE                                   353 05 14.8
 KN0526:UTM  12      -  MINNIE                                   353 24 27.6
 KN0526
 KN0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK0894614520(NAD 83)
 KN0526
 KN0526|---------------------------------------------------------------------|
 KN0526| PID    Reference Object                     Distance      Geod. Az  |
 KN0526|                                                           dddmmss.s |
 KN0526| LO1096 MINNIE                              APPROX.15.4 KM 3532829.1 |
 KN0526|---------------------------------------------------------------------|
 KN0526
 KN0526                          SUPERSEDED SURVEY CONTROL
 KN0526
 KN0526  NAD 83(1993)-  39 52 50.48458(N)    110 53 43.33097(W) AD(       ) 3
 KN0526  NAD 83(1986)-  39 52 50.47111(N)    110 53 43.32710(W) AD(       ) 3
 KN0526  NAD 27      -  39 52 50.60212(N)    110 53 40.75940(W) AD(       ) 3
 KN0526  NGVD 29 (07/19/86) 2971.5    (m)         9749.     (f) VERT ANG       
 KN0526
 KN0526.Superseded values are not recommended for survey control.
 KN0526
 KN0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0526.See file dsdata.pdf to determine how the superseded data were derived.
 KN0526
 KN0526_MARKER: P = PIPE CAP
 KN0526_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KN0526_STAMPING: T11S R9E S10 S11 T7S R9W CC UIR
 KN0526_MARK LOGO: USGLO
 KN0526_PROJECTION: PROJECTING 40 CENTIMETERS
 KN0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0526
 KN0526  HISTORY     - Date     Condition        Report By
 KN0526  HISTORY     - 1966     MONUMENTED       USGLO
 KN0526
 KN0526                          STATION DESCRIPTION
 KN0526
 KN0526'DESCRIBED BY US GENERAL LAND OFFICE 1966
 KN0526'LOCATED ABOUT 6.3 MI. NE. FROM COLTON AND ABOUT 0.3 MI. NE. FROM
 KN0526'NGS ---INDIAN HEAD 1937---, ON RESERVATION RIDGE.
 KN0526'
 KN0526'STATION MARK--STANDARD USGLO BRASS CAP AND PIPE, STAMPED ---T11S
 KN0526'R9E S10 S11 T7S R9W CC UIR---, PROJECTING 1.3 FT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0116 ***********************************************************************
 KN0116  DESIGNATION -  T12S R12 13E SECS 13 18 19 24
 KN0116  PID         -  KN0116
 KN0116  STATE/COUNTY-  UT/CARBON
 KN0116  COUNTRY     -  US
 KN0116  USGS QUAD   -  MINNIE MAUD CREEK EAST (2017)
 KN0116
 KN0116                         *CURRENT SURVEY CONTROL
 KN0116  ______________________________________________________________________
 KN0116* NAD 83(1986) POSITION- 39 46 04.     (N) 110 31 07.     (W)   SCALED
 KN0116* NAVD 88 ORTHO HEIGHT -  2133.032 (meters)     6998.12  (feet) ADJUSTED
 KN0116  ______________________________________________________________________
 KN0116  GEOID HEIGHT    -        -16.486 (meters)                     GEOID18
 KN0116  DYNAMIC HEIGHT  -       2130.791 (meters)     6990.77  (feet) COMP
 KN0116  MODELED GRAVITY -    979,499.0   (mgal)                       NAVD 88
 KN0116
 KN0116  VERT ORDER      -  SECOND    CLASS 0
 KN0116
 KN0116.The horizontal coordinates were scaled from a map and have
 KN0116.an estimated accuracy of +/- 6 seconds.
 KN0116
 KN0116.The orthometric height was determined by differential leveling and
 KN0116.adjusted by the NATIONAL GEODETIC SURVEY
 KN0116.in June 1991.
 KN0116
 KN0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0116.GEOID18 height accuracy estimate available here.
 KN0116
 KN0116.Click photographs - Photos may exist for this station.
 KN0116
 KN0116.The dynamic height is computed by dividing the NAVD 88
 KN0116.geopotential number by the normal gravity value computed on the
 KN0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0116.degrees latitude (g = 980.6199 gals.).
 KN0116
 KN0116.The modeled gravity was interpolated from observed gravity values.
 KN0116
 KN0116;                    North         East    Units  Estimated Accuracy
 KN0116;SPC UT C     - 2,159,710.      584,080.      MT  (+/- 180 meters Scaled)
 KN0116
 KN0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK412020(NAD 83)
 KN0116
 KN0116                          SUPERSEDED SURVEY CONTROL
 KN0116
 KN0116  NGVD 29 (??/??/92) 2131.748  (m)         6993.91   (f) ADJ UNCH    2 0
 KN0116
 KN0116.Superseded values are not recommended for survey control.
 KN0116
 KN0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0116.See file dsdata.pdf to determine how the superseded data were derived.
 KN0116
 KN0116_MARKER: P = PIPE CAP
 KN0116_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KN0116_STAMPING: T12S R12E R13E S13 S18 S24 S29 1914
 KN0116_MARK LOGO: USGLO
 KN0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0116
 KN0116  HISTORY     - Date     Condition        Report By
 KN0116  HISTORY     - 1914     MONUMENTED       USGLO
 KN0116
 KN0116                          STATION DESCRIPTION
 KN0116
 KN0116'DESCRIBED BY US GENERAL LAND OFFICE 1914
 KN0116'3.9 MI E FROM WELLINGTON.
 KN0116'ABOUT 3.9 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE DENVER AND RIO
 KN0116'GRANDE WESTERN RAILROAD STATION AT WELLINGTON, CARBON COUNTY, THENCE
 KN0116'ABOUT 18.8 MILES NORTHEAST ALONG STATE HIGHWAY 53.  ABOUT 8.0 MILES
 KN0116'NORTHEAST OF THE NINE MILE COAL MINE, AT THE CORNER OF SECS. 13, 18,
 KN0116'24, AND 29, T.12 S., RS. 12 AND 13 E., AND 30 FEET EAST OF THE CENTER
 KN0116'LINE OF THE HIGHWAY.  A UNITED STATES GENERAL LAND OFFICE STANDARD
 KN0116'CAP, STAMPED T 12 S R 12 E R 13 E S 13 S 18 S 24 S 29 1914 AND
 KN0116'FASTENED ON THE TOP OF A 2 1/2-INCH IRON PIPE PROJECTING ABOUT 18
 KN0116'INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0335 ***********************************************************************
 KM0335  DESIGNATION -  T13 12S R23E SECS 3 4 33 34
 KM0335  PID         -  KM0335
 KM0335  STATE/COUNTY-  UT/UINTAH
 KM0335  COUNTRY     -  US
 KM0335  USGS QUAD   -  COOPER CANYON (2017)
 KM0335
 KM0335                         *CURRENT SURVEY CONTROL
 KM0335  ______________________________________________________________________
 KM0335* NAD 83(1994) POSITION- 39 43 22.14859(N) 109 20 18.77403(W)   ADJUSTED
 KM0335* NAVD 88 ORTHO HEIGHT -  1839.8   (meters)     6036.    (feet) VERTCON3
 KM0335  ______________________________________________________________________
 KM0335  GEOID HEIGHT    -        -17.119 (meters)                     GEOID18
 KM0335  LAPLACE CORR    -          3.92  (seconds)                    DEFLEC18
 KM0335  HORZ ORDER      -  THIRD
 KM0335
 KM0335.The horizontal coordinates were established by classical geodetic methods
 KM0335.and adjusted by the National Geodetic Survey in November 1997.
 KM0335
 KM0335.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0335
 KM0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0335.GEOID18 height accuracy estimate available here.
 KM0335
 KM0335.Click photographs - Photos may exist for this station.
 KM0335
 KM0335.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0335
 KM0335. The following values were computed from the NAD 83(1994) position.
 KM0335
 KM0335;                    North         East     Units Scale Factor Converg.
 KM0335;SPC UT C     - 2,156,497.304   685,282.388   MT  0.99990073   +1 23 04.5
 KM0335;SPC UT C     - 7,075,108.24  2,248,297.30   sFT  0.99990073   +1 23 04.5
 KM0335;UTM  12      - 4,398,313.213   642,396.476   MT  0.99984964   +1 03 43.1
 KM0335
 KM0335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0335!SPC UT C     -   0.99971413  x   0.99990073  =   0.99961489
 KM0335!UTM  12      -   0.99971413  x   0.99984964  =   0.99956382
 KM0335
 KM0335:                Primary Azimuth Mark                     Grid Az
 KM0335:SPC UT C     -  ET 22 JEK                                167 00 57.0
 KM0335:UTM  12      -  ET 22 JEK                                167 20 18.4
 KM0335
 KM0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ4239698313(NAD 83)
 KM0335
 KM0335|---------------------------------------------------------------------|
 KM0335| PID    Reference Object                     Distance      Geod. Az  |
 KM0335|                                                           dddmmss.s |
 KM0335| KM0334 ET 22 JEK                           APPROX. 3.7 KM 1682401.5 |
 KM0335|---------------------------------------------------------------------|
 KM0335
 KM0335                          SUPERSEDED SURVEY CONTROL
 KM0335
 KM0335  NAD 83(1993)-  39 43 22.12836(N)    109 20 18.75730(W) AD(       ) 3
 KM0335  NAD 83(1992)-  39 43 22.12553(N)    109 20 18.75816(W) AD(       ) 3
 KM0335  NAD 83(1986)-  39 43 22.12266(N)    109 20 18.75749(W) AD(       ) 3
 KM0335  NAD 27      -  39 43 22.24497(N)    109 20 16.32947(W) AD(       ) 3
 KM0335  NGVD 29 (07/19/86) 1838.6    (m)         6032.     (f) VERT ANG       
 KM0335
 KM0335.Superseded values are not recommended for survey control.
 KM0335
 KM0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0335.See file dsdata.pdf to determine how the superseded data were derived.
 KM0335
 KM0335_MARKER: P = PIPE CAP
 KM0335_SETTING: 0 = UNSPECIFIED SETTING
 KM0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0335
 KM0335  HISTORY     - Date     Condition        Report By
 KM0335  HISTORY     - 1966     MONUMENTED       USGLO
 KM0335
 KM0335                          STATION DESCRIPTION
 KM0335
 KM0335'DESCRIBED BY US GENERAL LAND OFFICE 1966
 KM0335'LOCATED ABOUT 8 MI. S. OF AND 8 MI. W. OF RAINBOW (SITE), ABOUT 1/3
 KM0335'MI. N. OF JUNCTION OF SWEETWATER CREEK AND TWO WATERS CREEK, ON A
 KM0335'RIDGE.
 KM0335'
 KM0335'STATION MARK--STANDARD GLO CAP, STAMPED ---T12S R23E S33 S34 S4 S3
 KM0335'T13S 1922---, PROJECTING ABOUT 1.7 FT. ABOVE THE GROUND.
 KM0335'
 KM0335'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0751 ***********************************************************************
 MS0751  DESIGNATION -  T14N R9 8W SECS 1 6 7 12
 MS0751  PID         -  MS0751
 MS0751  STATE/COUNTY-  UT/BOX ELDER
 MS0751  COUNTRY     -  US
 MS0751  USGS QUAD   -  MONUMENT PEAK NE (2017)
 MS0751
 MS0751                         *CURRENT SURVEY CONTROL
 MS0751  ______________________________________________________________________
 MS0751* NAD 83(1994) POSITION- 41 57 56.45710(N) 112 48 15.98313(W)   ADJUSTED
 MS0751* NAVD 88 ORTHO HEIGHT -  1364.    (meters)     4475.    (feet) SCALED
 MS0751  ______________________________________________________________________
 MS0751  GEOID HEIGHT    -        -14.969 (meters)                     GEOID18
 MS0751  LAPLACE CORR    -          1.26  (seconds)                    DEFLEC18
 MS0751  HORZ ORDER      -  SECOND
 MS0751
 MS0751.The horizontal coordinates were established by classical geodetic methods
 MS0751.and adjusted by the National Geodetic Survey in November 1997.
 MS0751
 MS0751.The orthometric height was scaled from a topographic map.
 MS0751
 MS0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0751.GEOID18 height accuracy estimate available here.
 MS0751
 MS0751.Click photographs - Photos may exist for this station.
 MS0751
 MS0751.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0751
 MS0751. The following values were computed from the NAD 83(1994) position.
 MS0751
 MS0751;                    North         East     Units Scale Factor Converg.
 MS0751;SPC UT N     - 1,182,093.668   391,868.434   MT  1.00003469   -0 51 36.3
 MS0751;SPC UT N     - 3,878,252.31  1,285,655.02   sFT  1.00003469   -0 51 36.3
 MS0751;UTM  12      - 4,647,540.692   350,477.664   MT  0.99987511   -1 12 24.6
 MS0751
 MS0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0751!SPC UT N     -   0.99978846  x   1.00003469  =   0.99982314
 MS0751!UTM  12      -   0.99978846  x   0.99987511  =   0.99966359
 MS0751
 MS0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM5047747540(NAD 83)
 MS0751
 MS0751                          SUPERSEDED SURVEY CONTROL
 MS0751
 MS0751  NAD 83(1986)-  41 57 56.45054(N)    112 48 15.96341(W) AD(       ) 2
 MS0751  NAD 27      -  41 57 56.74101(N)    112 48 13.02696(W) AD(       ) 2
 MS0751
 MS0751.Superseded values are not recommended for survey control.
 MS0751
 MS0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0751.See file dsdata.pdf to determine how the superseded data were derived.
 MS0751
 MS0751_MARKER: DD = SURVEY DISK
 MS0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0751_STAMPING: T14N R9W R8W 1 6 7 12 1957
 MS0751_MARK LOGO: UT-003
 MS0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0751+STABILITY: SURFACE MOTION
 MS0751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0751+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2013
 MS0751
 MS0751  HISTORY     - Date     Condition        Report By
 MS0751  HISTORY     - 1960     MONUMENTED       LOCENG
 MS0751  HISTORY     - 20131031 GOOD             GEOCAC
 MS0751
 MS0751                          STATION DESCRIPTION
 MS0751
 MS0751'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 MS0751'THE STATION IS 4.8 MILES WEST ALONG U.S. HIGHWAY 30 S FROM THE
 MS0751'MAIN INTERSECTION OF SNOWVILLE.
 MS0751'
 MS0751'THE STATION MARK, STAMPED R9W T14N R8W 1 6 12 7 1957, IS A BRONZE
 MS0751'DISK OF THE BOX ELDER COUNTY SURVEY DEPARTMENT SET IN THE TOP
 MS0751'OF A 6-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 10 INCHES
 MS0751'AND IS AT THE T FENCE CORNER.
 MS0751
 MS0751                          STATION RECOVERY (2013)
 MS0751
 MS0751'RECOVERY NOTE BY GEOCACHING 2013 (BRB)
 MS0751'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0342 ***********************************************************************
 KM0342  DESIGNATION -  T14S R22E SECS 2 3 1/4 COR
 KM0342  PID         -  KM0342
 KM0342  STATE/COUNTY-  UT/UINTAH
 KM0342  COUNTRY     -  US
 KM0342  USGS QUAD   -  BATES KNOLLS (2017)
 KM0342
 KM0342                         *CURRENT SURVEY CONTROL
 KM0342  ______________________________________________________________________
 KM0342* NAD 83(1994) POSITION- 39 37 44.38413(N) 109 25 54.56988(W)   ADJUSTED
 KM0342* NAVD 88 ORTHO HEIGHT -  2088.9   (meters)     6853.    (feet) VERTCON3
 KM0342  ______________________________________________________________________
 KM0342  GEOID HEIGHT    -        -17.083 (meters)                     GEOID18
 KM0342  LAPLACE CORR    -          2.62  (seconds)                    DEFLEC18
 KM0342  HORZ ORDER      -  THIRD
 KM0342
 KM0342.The horizontal coordinates were established by classical geodetic methods
 KM0342.and adjusted by the National Geodetic Survey in November 1997.
 KM0342
 KM0342.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0342
 KM0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0342.GEOID18 height accuracy estimate available here.
 KM0342
 KM0342.Click photographs - Photos may exist for this station.
 KM0342
 KM0342.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0342
 KM0342. The following values were computed from the NAD 83(1994) position.
 KM0342
 KM0342;                    North         East     Units Scale Factor Converg.
 KM0342;SPC UT C     - 2,145,894.978   677,528.879   MT  0.99990525   +1 19 29.4
 KM0342;SPC UT C     - 7,040,323.77  2,222,859.33   sFT  0.99990525   +1 19 29.4
 KM0342;UTM  12      - 4,387,755.545   634,583.737   MT  0.99982300   +1 00 01.3
 KM0342
 KM0342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0342!SPC UT C     -   0.99967507  x   0.99990525  =   0.99958035
 KM0342!UTM  12      -   0.99967507  x   0.99982300  =   0.99949813
 KM0342
 KM0342:                Primary Azimuth Mark                     Grid Az
 KM0342:SPC UT C     -  3 94 X                                   023 25 44.9
 KM0342:UTM  12      -  3 94 X                                   023 45 13.0
 KM0342
 KM0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ3458387755(NAD 83)
 KM0342
 KM0342|---------------------------------------------------------------------|
 KM0342| PID    Reference Object                     Distance      Geod. Az  |
 KM0342|                                                           dddmmss.s |
 KM0342| KM0341 3 94 X                              APPROX. 2.8 KM 0244514.3 |
 KM0342|---------------------------------------------------------------------|
 KM0342
 KM0342                          SUPERSEDED SURVEY CONTROL
 KM0342
 KM0342  NAD 83(1993)-  39 37 44.36339(N)    109 25 54.55023(W) AD(       ) 3
 KM0342  NAD 83(1992)-  39 37 44.36043(N)    109 25 54.55094(W) AD(       ) 3
 KM0342  NAD 83(1986)-  39 37 44.35815(N)    109 25 54.55105(W) AD(       ) 3
 KM0342  NAD 27      -  39 37 44.48947(N)    109 25 52.10346(W) AD(       ) 3
 KM0342  NGVD 29 (07/19/86) 2087.6    (m)         6849.     (f) VERT ANG       
 KM0342
 KM0342.Superseded values are not recommended for survey control.
 KM0342
 KM0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0342.See file dsdata.pdf to determine how the superseded data were derived.
 KM0342
 KM0342_MARKER: P = PIPE CAP
 KM0342_SETTING: 0 = UNSPECIFIED SETTING
 KM0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0342
 KM0342  HISTORY     - Date     Condition        Report By
 KM0342  HISTORY     - 1966     MONUMENTED       USGLO
 KM0342
 KM0342                          STATION DESCRIPTION
 KM0342
 KM0342'DESCRIBED BY US GENERAL LAND OFFICE 1966
 KM0342'LOCATED ABOUT 29 MI. SW. OF BONANZA, ABOUT 3 MI. SE. OF TRIANGULATION
 KM0342'STATION ---WOOD---, ON A RIDGE, IN A CLEARING, ABOUT 15 FT. W. OF THE
 KM0342'CENTERLINE OF RD.
 KM0342'
 KM0342'STATION MARK--USGLO PIPE AND CAP, STAMPED ---T14S 1/4 3 2 R22E---,
 KM0342'PROJECTING 1.2 FT. ABOVE GROUND.
 KM0342'
 KM0342'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0330 ***********************************************************************
 KM0330  DESIGNATION -  T15S R24E SECS 16 17 20 21
 KM0330  PID         -  KM0330
 KM0330  STATE/COUNTY-  UT/UINTAH
 KM0330  COUNTRY     -  US
 KM0330  USGS QUAD   -  TOM PATTERSON CANYON (2017)
 KM0330
 KM0330                         *CURRENT SURVEY CONTROL
 KM0330  ______________________________________________________________________
 KM0330* NAD 83(1994) POSITION- 39 30 20.62721(N) 109 14 41.89566(W)   ADJUSTED
 KM0330* NAVD 88 ORTHO HEIGHT -  2390.7   (meters)     7843.    (feet) VERTCON3
 KM0330  ______________________________________________________________________
 KM0330  GEOID HEIGHT    -        -16.656 (meters)                     GEOID18
 KM0330  LAPLACE CORR    -          0.89  (seconds)                    DEFLEC18
 KM0330  HORZ ORDER      -  THIRD
 KM0330
 KM0330.The horizontal coordinates were established by classical geodetic methods
 KM0330.and adjusted by the National Geodetic Survey in November 1997.
 KM0330
 KM0330.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0330
 KM0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0330.GEOID18 height accuracy estimate available here.
 KM0330
 KM0330.Click photographs - Photos may exist for this station.
 KM0330
 KM0330.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0330
 KM0330. The following values were computed from the NAD 83(1994) position.
 KM0330
 KM0330;                    North         East     Units Scale Factor Converg.
 KM0330;SPC UT C     - 2,132,602.429   693,909.843   MT  0.99991524   +1 26 40.3
 KM0330;SPC UT C     - 6,996,713.14  2,276,602.54   sFT  0.99991524   +1 26 40.3
 KM0330;UTM  12      - 4,374,370.764   650,887.822   MT  0.99988031   +1 07 00.1
 KM0330
 KM0330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0330!SPC UT C     -   0.99962769  x   0.99991524  =   0.99954296
 KM0330!UTM  12      -   0.99962769  x   0.99988031  =   0.99950804
 KM0330
 KM0330:                Primary Azimuth Mark                     Grid Az
 KM0330:SPC UT C     -  EAST PEAK                                080 50 50.9
 KM0330:UTM  12      -  EAST PEAK                                081 10 31.1
 KM0330
 KM0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ5088774370(NAD 83)
 KM0330
 KM0330|---------------------------------------------------------------------|
 KM0330| PID    Reference Object                     Distance      Geod. Az  |
 KM0330|                                                           dddmmss.s |
 KM0330| KM0326 EAST PEAK                           APPROX.19.5 KM 0821731.2 |
 KM0330|---------------------------------------------------------------------|
 KM0330
 KM0330                          SUPERSEDED SURVEY CONTROL
 KM0330
 KM0330  NAD 83(1993)-  39 30 20.55681(N)    109 14 41.79591(W) AD(       ) 3
 KM0330  NAD 83(1992)-  39 30 20.55592(N)    109 14 41.79583(W) AD(       ) 3
 KM0330  NAD 83(1986)-  39 30 20.59129(N)    109 14 41.88479(W) AD(       ) 3
 KM0330  NAD 27      -  39 30 20.74070(N)    109 14 39.50312(W) AD(       ) 3
 KM0330  NGVD 29 (07/19/86) 2389.3    (m)         7839.     (f) VERT ANG       
 KM0330
 KM0330.Superseded values are not recommended for survey control.
 KM0330
 KM0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0330.See file dsdata.pdf to determine how the superseded data were derived.
 KM0330
 KM0330
 KM0330  HISTORY     - Date     Condition        Report By
 KM0330  HISTORY     - 1966     MONUMENTED       USGS
 KM0330
 KM0330                          STATION DESCRIPTION
 KM0330
 KM0330'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0330'LOCATED, TO REACH AND STATION MARK NOT FURNISHED BY FIELDMAN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0263 ***********************************************************************
 KO0263  DESIGNATION -  T16S R9W SECS 5 6 1/4 COR
 KO0263  PID         -  KO0263
 KO0263  STATE/COUNTY-  UT/MILLARD
 KO0263  COUNTRY     -  US
 KO0263  USGS QUAD   -  SMELTER KNOLLS WEST (2017)
 KO0263
 KO0263                         *CURRENT SURVEY CONTROL
 KO0263  ______________________________________________________________________
 KO0263* NAD 83(1986) POSITION- 39 27 16.     (N) 112 53 46.     (W)   SCALED
 KO0263* NAVD 88 ORTHO HEIGHT -  1442.634 (meters)     4733.04  (feet) ADJUSTED
 KO0263  ______________________________________________________________________
 KO0263  GEOID HEIGHT    -        -19.605 (meters)                     GEOID18
 KO0263  DYNAMIC HEIGHT  -       1441.313 (meters)     4728.71  (feet) COMP
 KO0263  MODELED GRAVITY -    979,660.7   (mgal)                       NAVD 88
 KO0263
 KO0263  VERT ORDER      -  SECOND    CLASS 0
 KO0263
 KO0263.The horizontal coordinates were scaled from a map and have
 KO0263.an estimated accuracy of +/- 6 seconds.
 KO0263
 KO0263.The orthometric height was determined by differential leveling and
 KO0263.adjusted by the NATIONAL GEODETIC SURVEY
 KO0263.in June 1991.
 KO0263
 KO0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0263.GEOID18 height accuracy estimate available here.
 KO0263
 KO0263.Click photographs - Photos may exist for this station.
 KO0263
 KO0263.The dynamic height is computed by dividing the NAVD 88
 KO0263.geopotential number by the normal gravity value computed on the
 KO0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0263.degrees latitude (g = 980.6199 gals.).
 KO0263
 KO0263.The modeled gravity was interpolated from observed gravity values.
 KO0263
 KO0263;                    North         East    Units  Estimated Accuracy
 KO0263;SPC UT C     - 2,125,400.      379,850.      MT  (+/- 180 meters Scaled)
 KO0263
 KO0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ368689(NAD 83)
 KO0263
 KO0263                          SUPERSEDED SURVEY CONTROL
 KO0263
 KO0263  NGVD 29 (??/??/92) 1441.525  (m)         4729.40   (f) ADJ UNCH    2 0
 KO0263
 KO0263.Superseded values are not recommended for survey control.
 KO0263
 KO0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0263.See file dsdata.pdf to determine how the superseded data were derived.
 KO0263
 KO0263_MARKER: P = PIPE CAP
 KO0263_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0263_STAMPING: 1/4 S6 S5 1934
 KO0263_MARK LOGO: USGLO
 KO0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0263
 KO0263  HISTORY     - Date     Condition        Report By
 KO0263  HISTORY     - 1934     MONUMENTED       USGLO
 KO0263  HISTORY     - 1934     GOOD             CGS
 KO0263
 KO0263                          STATION DESCRIPTION
 KO0263
 KO0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0263'11.8 MI NW FROM ABRAHAM.
 KO0263'11.8 MILES NORTHWEST ALONG THE HINCKLEY-CALLAO ROAD FROM ABRAHAM. 0.2
 KO0263'MILE WEST OF BENCH MARK K 78, AND 57 FEET SOUTH OF ROAD. FASTENED ON
 KO0263'TOP OF 1-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0421 ***********************************************************************
 KM0421  DESIGNATION -  T19S R23E SECS 19 20 30
 KM0421  PID         -  KM0421
 KM0421  STATE/COUNTY-  UT/GRAND
 KM0421  COUNTRY     -  US
 KM0421  USGS QUAD   -  FLUME CANYON (2017)
 KM0421
 KM0421                         *CURRENT SURVEY CONTROL
 KM0421  ______________________________________________________________________
 KM0421* NAD 83(1986) POSITION- 39 07 56.3    (N) 109 24 24.6    (W)   HD_HELD2
 KM0421* NAVD 88 ORTHO HEIGHT -  1546.649 (meters)     5074.30  (feet) POSTED
 KM0421  ______________________________________________________________________
 KM0421  GEOID HEIGHT    -        -18.629 (meters)                     GEOID18
 KM0421  DYNAMIC HEIGHT  -       1545.11  (meters)     5069.2   (feet) COMP
 KM0421  MODELED GRAVITY -    979,577.3   (mgal)                       NAVD 88
 KM0421
 KM0421  VERT ORDER      -  * POSTED, SEE BELOW
 KM0421
 KM0421.The horizontal coordinates were established by autonomous hand held GPS
 KM0421.observations and have an estimated accuracy of +/- 10 meters.
 KM0421
 KM0421.The orthometric height was determined by differential leveling
 KM0421.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0421
 KM0421.* This is a POSTED BENCH MARK height.
 KM0421
 KM0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0421.GEOID18 height accuracy estimate available here.
 KM0421
 KM0421.Click photographs - Photos may exist for this station.
 KM0421
 KM0421.The dynamic height is computed by dividing the NAVD 88
 KM0421.geopotential number by the normal gravity value computed on the
 KM0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0421.degrees latitude (g = 980.6199 gals.).
 KM0421
 KM0421.The modeled gravity was interpolated from observed gravity values.
 KM0421
 KM0421;                    North         East    Units  Estimated Accuracy
 KM0421;SPC UT C     - 2,090,820.      680,964.      MT  (+/- 10 meters HH2 GPS)
 KM0421
 KM0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ3770132667(NAD 83)
 KM0421
 KM0421                          SUPERSEDED SURVEY CONTROL
 KM0421
 KM0421.No superseded survey control is available for this station.
 KM0421
 KM0421_MARKER: P = PIPE CAP
 KM0421_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KM0421_STAMPING: T19S R23E S19 S20 S30 1909
 KM0421_MARK LOGO: USGLO
 KM0421_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0421+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2012
 KM0421
 KM0421  HISTORY     - Date     Condition        Report By
 KM0421  HISTORY     - 1909     MONUMENTED       USGLO
 KM0421  HISTORY     - 19690723 GOOD             USGS
 KM0421  HISTORY     - 20121105 GOOD             GEOCAC
 KM0421
 KM0421                          STATION DESCRIPTION
 KM0421
 KM0421'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0421'FROM THE POST OFFICE IN CISCO, UTAH, PROCEED 5.6 MILES NORTHEAST
 KM0421'ALONG U. S. HIGHWAYS 6 AND 50, THENCE 11.2 MILES NORTHWEST ALONG
 KM0421'COUNTY ROAD, 298 FEET EAST OF THE ROAD, SET ON AN IRON PIPE
 KM0421'PROJECTING 1.5 FEET, A GLO CAP.
 KM0421
 KM0421                          STATION RECOVERY (2012)
 KM0421
 KM0421'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 KM0421'MARK IS ABOUT 25 FT NORTH OF A TRACK ROAD AND PROTRUDES 0.75 FT ABOVE
 KM0421'A MASS OF BOULDERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0416 ***********************************************************************
 KM0416  DESIGNATION -  T19S R23E SECS 9 10 15 16
 KM0416  PID         -  KM0416
 KM0416  STATE/COUNTY-  UT/GRAND
 KM0416  COUNTRY     -  US
 KM0416  USGS QUAD   -  ANTONE CANYON (2017)
 KM0416
 KM0416                         *CURRENT SURVEY CONTROL
 KM0416  ______________________________________________________________________
 KM0416* NAD 83(1986) POSITION- 39 09 40.5    (N) 109 22 10.0    (W)   HD_HELD2
 KM0416* NAVD 88 ORTHO HEIGHT -  1564.408 (meters)     5132.56  (feet) POSTED
 KM0416  ______________________________________________________________________
 KM0416  GEOID HEIGHT    -        -18.435 (meters)                     GEOID18
 KM0416  DYNAMIC HEIGHT  -       1562.85  (meters)     5127.5   (feet) COMP
 KM0416  MODELED GRAVITY -    979,579.4   (mgal)                       NAVD 88
 KM0416
 KM0416  VERT ORDER      -  * POSTED, SEE BELOW
 KM0416
 KM0416.The horizontal coordinates were established by autonomous hand held GPS
 KM0416.observations and have an estimated accuracy of +/- 10 meters.
 KM0416
 KM0416.The orthometric height was determined by differential leveling
 KM0416.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KM0416
 KM0416.* This is a POSTED BENCH MARK height.
 KM0416
 KM0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0416.GEOID18 height accuracy estimate available here.
 KM0416
 KM0416.Click photographs - Photos may exist for this station.
 KM0416
 KM0416.The dynamic height is computed by dividing the NAVD 88
 KM0416.geopotential number by the normal gravity value computed on the
 KM0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0416.degrees latitude (g = 980.6199 gals.).
 KM0416
 KM0416.The modeled gravity was interpolated from observed gravity values.
 KM0416
 KM0416;                    North         East    Units  Estimated Accuracy
 KM0416;SPC UT C     - 2,094,108.      684,119.      MT  (+/- 10 meters HH2 GPS)
 KM0416
 KM0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ4087535936(NAD 83)
 KM0416
 KM0416                          SUPERSEDED SURVEY CONTROL
 KM0416
 KM0416.No superseded survey control is available for this station.
 KM0416
 KM0416_MARKER: P = PIPE CAP
 KM0416_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KM0416_STAMPING: T19S R23E S9 S10 S15 S16 1909
 KM0416_MARK LOGO: USGLO
 KM0416_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KM0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0416+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1969
 KM0416
 KM0416  HISTORY     - Date     Condition        Report By
 KM0416  HISTORY     - 1909     MONUMENTED       USGLO
 KM0416  HISTORY     - 19690717 GOOD             USGS
 KM0416
 KM0416                          STATION DESCRIPTION
 KM0416
 KM0416'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0416'FROM MACK, COLORADO, PROCEED 23.7 MILES NORTHWEST ALONG U. S.
 KM0416'HIGHWAYS 6 AND 50, THENCE 9.2 MILES NORTHWEST ALONG COUNTY ROAD TO
 KM0416'RANCH BUILDINGS AND CORRALS, THENCE 5.1 MILES SOUTHWEST ACROSS DRAIN
 KM0416'AND ALONG 4-WHEEL DRIVE TRACK ROAD TO END OF ROAD AT BENCH MARK 61
 KM0416'FMK 1969, THENCE 1.3 MILES SOUTHWEST ACROSS COUNTRY TO GLO SECTION
 KM0416'CORNER S9/19S/23E, SET ON A PIPE PROJECTING 1.3 FEET, GLO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1068 ***********************************************************************
 LO1068  DESIGNATION -  T1N R2W SEC 31 1/4 COR SOUTH
 LO1068  PID         -  LO1068
 LO1068  STATE/COUNTY-  UT/DUCHESNE
 LO1068  COUNTRY     -  US
 LO1068  USGS QUAD   -  NEOLA NW (2017)
 LO1068
 LO1068                         *CURRENT SURVEY CONTROL
 LO1068  ______________________________________________________________________
 LO1068* NAD 83(1994) POSITION- 40 25 58.91482(N) 110 09 13.81986(W)   ADJUSTED
 LO1068* NAVD 88 ORTHO HEIGHT -  2036.5   (meters)     6681.    (feet) VERTCON3
 LO1068  ______________________________________________________________________
 LO1068  GEOID HEIGHT    -        -15.996 (meters)                     GEOID18
 LO1068  LAPLACE CORR    -         -7.69  (seconds)                    DEFLEC18
 LO1068  HORZ ORDER      -  SECOND
 LO1068
 LO1068.The horizontal coordinates were established by classical geodetic methods
 LO1068.and adjusted by the National Geodetic Survey in November 1997.
 LO1068
 LO1068.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1068
 LO1068.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1068.GEOID18 height accuracy estimate available here.
 LO1068
 LO1068.Click photographs - Photos may exist for this station.
 LO1068
 LO1068.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1068
 LO1068. The following values were computed from the NAD 83(1994) position.
 LO1068
 LO1068;                    North         East     Units Scale Factor Converg.
 LO1068;SPC UT C     - 2,233,970.500   614,214.809   MT  0.99995324   +0 51 44.4
 LO1068;SPC UT C     - 7,329,284.88  2,015,136.42   sFT  0.99995324   +0 51 44.4
 LO1068;UTM  12      - 4,476,165.051   571,770.164   MT  0.99966340   +0 32 55.7
 LO1068
 LO1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1068!SPC UT C     -   0.99968315  x   0.99995324  =   0.99963640
 LO1068!UTM  12      -   0.99968315  x   0.99966340  =   0.99934665
 LO1068
 LO1068:                Primary Azimuth Mark                     Grid Az
 LO1068:SPC UT C     -  GLO 2 AZ MK                              183 06 44.4
 LO1068:UTM  12      -  GLO 2 AZ MK                              183 25 33.1
 LO1068
 LO1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK7177076165(NAD 83)
 LO1068
 LO1068|---------------------------------------------------------------------|
 LO1068| PID    Reference Object                     Distance      Geod. Az  |
 LO1068|                                                           dddmmss.s |
 LO1068| CP5403 GLO 2 RM 1                           19.193 METERS 04237     |
 LO1068| CP6314 NEOLA MORMON TAB N END CHMNY                       0894336.9 |
 LO1068| CP6539 ROOSEVELT RED HS BLDG SW COR                       1371758.8 |
 LO1068| CP5402 GLO 2 AZ MK                                        1835828.8 |
 LO1068| CP5404 GLO 2 RM 2                           23.575 METERS 31752     |
 LO1068|---------------------------------------------------------------------|
 LO1068
 LO1068                          SUPERSEDED SURVEY CONTROL
 LO1068
 LO1068  NAD 83(1993)-  40 25 58.91401(N)    110 09 13.82029(W) AD(       ) 2
 LO1068  NAD 83(1986)-  40 25 58.89463(N)    110 09 13.80875(W) AD(       ) 2
 LO1068  NAD 27      -  40 25 59.05900(N)    110 09 11.24800(W) AD(       ) 2
 LO1068  NGVD 29 (07/19/86) 2035.1    (m)         6677.     (f) VERT ANG       
 LO1068
 LO1068.Superseded values are not recommended for survey control.
 LO1068
 LO1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1068.See file dsdata.pdf to determine how the superseded data were derived.
 LO1068
 LO1068_MARKER: DD = SURVEY DISK
 LO1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO1068
 LO1068  HISTORY     - Date     Condition        Report By
 LO1068  HISTORY     - 1931     MONUMENTED       USGLO
 LO1068  HISTORY     - 1946     GOOD             CGS
 LO1068  HISTORY     - 1963     GOOD             USGS
 LO1068
 LO1068                          STATION DESCRIPTION
 LO1068
 LO1068'DESCRIBED BY US GENERAL LAND OFFICE 1931 (CIA)
 LO1068'STATION IS STANDARD QUARTER-SECTION CORNER OF T. 1 N., R. 2 W.,
 LO1068'15 METERS (49 FEET) WEST OF SHARP EDGE OF BLUFF.  TO REACH FROM
 LO1068'ROOSEVELT, FOLLOW MAIN ROAD NORTH TO NEOLA, GO WEST 1.4 MILES,
 LO1068'SOUTH 0.6 MILE, WEST 3.2 MILES, SOUTH 0.55 MILE, AND RIGHT (WEST
 LO1068'AND NORTHWEST) 3.4 MILES TO TOP OF MESA, FOLLOW WOODS ROAD
 LO1068'NORTH ABOUT 0.4 MILE, AND GO EAST (CUTTING THROUGH SCRUB CEDAR)
 LO1068'TO CREST OF BLUFF.  MARKED BY STANDARD GENERAL LAND OFFICE
 LO1068'STATION DISK IN CONCRETE.  REFERENCE AND WITNESS MARKS ARE
 LO1068'STANDARD GENERAL LAND OFFICE REFERENCE DISKS IN CONCRETE.
 LO1068'REFERENCE MARK NO. 1 IS 19.196 METERS (62.98 FEET) FROM STATION.
 LO1068'NO. 2 IS 23.570 METERS (77.33
 LO1068'FEET) FROM STATION.  WITNESS
 LO1068'MARK IS 14.10 METERS (46.3 FEET) FROM STATION S 87 DEG 15 MIN E.
 LO1068'STATION CONE CAN BE SEEN
 LO1068'IN CLEAR WEATHER S 36 DEG 15 MIN E.
 LO1068
 LO1068                          STATION RECOVERY (1946)
 LO1068
 LO1068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1068'THE STATION AND REFERENCE MARKS WERE FOUND AS PREVIOUSLY
 LO1068'DESCRIBED AND IN GOOD CONDITION.  THE WITNESS MARK HAS APPARENTLY
 LO1068'BEEN DESTROYED AS IT COULD NOT BE LOCATED FROM THE AZIMUTH
 LO1068'AND DISTANCE GIVEN.  AN AZIMUTH MARK WAS ESTABLISHED.
 LO1068'
 LO1068'THE STATION IS STANDARD QUARTER-SECTION OF T. 1 N., R. 2 W. ON
 LO1068'EDGE OF PROMINENT BLUFF ABOUT 13 MILES AIRLINE NORTHWEST OF
 LO1068'ROOSEVELT AND ABOUT 6.5 MILES AIRLINE WEST OF NEOLA.  THE
 LO1068'STATION MARK IS A GENERAL LAND OFFICE DISK STAMPED SC T-1 N R-2 W
 LO1068'1/4 S 31 1931.  SET IN A SQUARE 12 INCH BLOCK OF CONCRETE WHICH
 LO1068'PROJECTS 2 INCHES.  IT IS 60 FEET EAST OF CENTER LINE OF DIM
 LO1068'ROAD AND 50 FEET EAST OF EDGE OF BLUFF.
 LO1068'
 LO1068'REFERENCE MARK NO. 1 IS A GENERAL LAND OFFICE DISK STAMPED
 LO1068'REFERENCE NO 1, SET IN A SQUARE 12 INCH BLOCK OF CONCRETE WHICH
 LO1068'PROJECTS 2 INCHES.  IT IS NORTHEAST OF AND SAME ELEVATION AS
 LO1068'STATION MARK.
 LO1068'
 LO1068'REFERENCE MARK NO. 2 IS A GENERAL LAND OFFICE DISK STAMPED
 LO1068'REFERENCE NO 2, SET IN A SQUARE 12 INCH BLOCK OF CONCRETE WHICH
 LO1068'PROJECTS 2 INCHES.  IT IS NORTHWEST OF AND 6 INCHES HIGHER
 LO1068'THAN STATION MARK.
 LO1068'
 LO1068'AZIMUTH MARK IS A U.S.C. AND G.S. BRONZE DISK STAMPED GLO 1946,
 LO1068'SET IN A LARGE BOULDER WHICH PROJECTS 8 INCHES.  IT IS 0.3 MILE
 LO1068'SOUTH-SOUTHWEST OF STATION MARK, 175 FEET SOUTH OF BRIDGE OVER A
 LO1068'CANAL AND 130 FEET SOUTHWEST OF WHERE CANAL BREAKS OVER EDGE
 LO1068'OF BLUFF.
 LO1068'
 LO1068'TO REACH STATION FROM ALTONAH, GO EAST ON MAIN ROAD
 LO1068'5.5 MILES TO FORK AT CATTLE GUARD.  KEEP ON MAIN ROAD TO LEFT, GO
 LO1068'3.6 MILES TO BRIDGE OVER CANAL JUST WEST OF WHERE ROAD DROPS
 LO1068'OVER EDGE OF BLUFF.  CROSS BRIDGE, TURN LEFT ON A DIM ROAD.  GO
 LO1068'0.25 MILE TO STATION ON RIGHT AS DESCRIBED ABOVE.
 LO1068'
 LO1068'OBSERVATIONS MADE FROM A 1.2 METER TRIPOD.
 LO1068'
 LO1068'THE OLD ANGLES TO THE REFERENCE MARKS WERE FOUND TO BE INCORRECT.
 LO1068'THE NEW VALUES WERE CHECKED AND FOUND TO BE CORRECT.
 LO1068
 LO1068                          STATION RECOVERY (1963)
 LO1068
 LO1068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LO1068'STATION IS 50 FT. WEST OF EDGE OF BLUFF - NOT EAST.  NEW ROUTE
 LO1068'DESCRIPTION FOLLOWS--TO REACH STATION FROM ALTONAH, DRIVE E.
 LO1068'ON MAIN RD. 2.5 MI. TO Y-FK.  TAKE LEFT FK. AND FOLLOW MAIN RD.
 LO1068'3.1 MI. TO Y-FK. JUST BEYOND CATTLE GUARD AND INDIAN RESERVATION
 LO1068'BOUNDARY.  TAKE LEFT FK. AND FOLLOW MAIN RD. 1.3 MI. TO ANOTHER
 LO1068'Y-FK.  TAKE RIGHT FK. AND GO 2.4 MI. TO SIDE RD. TO LEFT
 LO1068'AFTER PASSING OVER CANAL BRIDGE.  TURN LEFT AND FOLLOW RD. NEAR
 LO1068'CANAL 0.2 MI. TO JCT. IN CANAL AND END OF TRUCK TRAVEL.  WALK
 LO1068'ACROSS CONCRETE HEAD GATE.  TURN RIGHT AND FOLLOW ALONG SIDE
 LO1068'OF CANAL TO BEND IN CANAL.  TURN NORTH AND GO ABOUT 300 FT.
 LO1068'TO STATION - ABOUT A 5 MINUTE WALK.  IF WATER IS NOT IN CANAL
 LO1068'A VEHICLE CAN CROSS CANAL AND BE DRIVEN TO STATION.
 LO1068'
 LO1068'RECOVERED.
 LO1068'
 LO1068'STATION MARK--GENERAL LAND OFFICE DISK, STAMPED ---SC T-1 N R-2 W
 LO1068'1/4S 31 1931---, SET IN A SQUARE 12 IN. BLOCK OF CONCRETE WHICH
 LO1068'PROJECTS 2 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0326 ***********************************************************************
 LP0326  DESIGNATION -  T1N R8W SEC 22 SW1/4 NW1/4
 LP0326  PID         -  LP0326
 LP0326  STATE/COUNTY-  UT/TOOELE
 LP0326  COUNTRY     -  US
 LP0326  USGS QUAD   -  POVERTY POINT (2017)
 LP0326
 LP0326                         *CURRENT SURVEY CONTROL
 LP0326  ______________________________________________________________________
 LP0326* NAD 83(1986) POSITION- 40 48 14.49   (N) 112 44 16.47   (W)   HD_HELD1
 LP0326* NAVD 88 ORTHO HEIGHT -  1295.135 (meters)     4249.12  (feet) ADJUSTED
 LP0326  ______________________________________________________________________
 LP0326  GEOID HEIGHT    -        -17.437 (meters)                     GEOID18
 LP0326  DYNAMIC HEIGHT  -       1294.167 (meters)     4245.95  (feet) COMP
 LP0326  MODELED GRAVITY -    979,831.8   (mgal)                       NAVD 88
 LP0326
 LP0326  VERT ORDER      -  SECOND    CLASS 0
 LP0326
 LP0326.The horizontal coordinates were determined by differentially corrected
 LP0326.hand held GPS observations or other comparable positioning techniques
 LP0326.and have an estimated accuracy of +/- 3 meters.
 LP0326
 LP0326.The orthometric height was determined by differential leveling and
 LP0326.adjusted by the NATIONAL GEODETIC SURVEY
 LP0326.in June 1991.
 LP0326
 LP0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0326.GEOID18 height accuracy estimate available here.
 LP0326
 LP0326.Click photographs - Photos may exist for this station.
 LP0326
 LP0326.The dynamic height is computed by dividing the NAVD 88
 LP0326.geopotential number by the normal gravity value computed on the
 LP0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0326.degrees latitude (g = 980.6199 gals.).
 LP0326
 LP0326.The modeled gravity was interpolated from observed gravity values.
 LP0326
 LP0326;                    North         East    Units  Estimated Accuracy
 LP0326;SPC UT C     - 2,275,031.1     395,539.4     MT  (+/- 3 meters HH1 GPS) 
 LP0326
 LP0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL5340318455(NAD 83)
 LP0326
 LP0326                          SUPERSEDED SURVEY CONTROL
 LP0326
 LP0326  NGVD 29 (??/??/92) 1294.15   (m)         4245.9    (f) COMPUTED    2 0
 LP0326
 LP0326.Superseded values are not recommended for survey control.
 LP0326
 LP0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0326.See file dsdata.pdf to determine how the superseded data were derived.
 LP0326
 LP0326_MARKER: DD = SURVEY DISK
 LP0326_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0326_STAMPING: SW 1/4 NW 1/4 SEC 22 T1N R8W 1964
 LP0326_MARK LOGO: BLM
 LP0326_MAGNETIC: P = MARKER IS A STEEL PIPE
 LP0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0326
 LP0326  HISTORY     - Date     Condition        Report By
 LP0326  HISTORY     - 1964     MONUMENTED       BLM
 LP0326  HISTORY     - 1966     GOOD             CGS
 LP0326
 LP0326                          STATION DESCRIPTION
 LP0326
 LP0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LP0326'7.1 KM (4.40 MI) NE FROM DELLE.
 LP0326'0.4 MILES EAST OF DELLE STATION, ALONG THE NORTH SIDE OF THE
 LP0326'RAILROAD, THENCE 4.0 MILES NORTH, AT CATTLEGUARD, 1 FOOT EAST OF THE
 LP0326'SOUTHEAST CORNER OF THE CATTLEGUARD, ON A IRON PIPE PROJECTING 10
 LP0326'INCHES ABOVE THE GROUND, A STANDARD BLM SEC. COR. ALUMINUM TABLET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0353 ***********************************************************************
 KM0353  DESIGNATION -  T20S R23 24E SECS 31 36 SC
 KM0353  PID         -  KM0353
 KM0353  STATE/COUNTY-  UT/GRAND
 KM0353  COUNTRY     -  US
 KM0353  USGS QUAD   -  DANISH FLAT (2017)
 KM0353
 KM0353                         *CURRENT SURVEY CONTROL
 KM0353  ______________________________________________________________________
 KM0353* NAD 83(1994) POSITION- 39 00 57.60065(N) 109 18 48.33621(W)   ADJUSTED
 KM0353* NAVD 88 ORTHO HEIGHT -  1362.    (meters)     4468.    (feet) SCALED
 KM0353  ______________________________________________________________________
 KM0353  GEOID HEIGHT    -        -19.090 (meters)                     GEOID18
 KM0353  LAPLACE CORR    -          5.46  (seconds)                    DEFLEC18
 KM0353  HORZ ORDER      -  SECOND
 KM0353
 KM0353.The horizontal coordinates were established by classical geodetic methods
 KM0353.and adjusted by the National Geodetic Survey in November 1997.
 KM0353
 KM0353.The orthometric height was scaled from a topographic map.
 KM0353
 KM0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0353.GEOID18 height accuracy estimate available here.
 KM0353
 KM0353.Click photographs - Photos may exist for this station.
 KM0353
 KM0353.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0353
 KM0353. The following values were computed from the NAD 83(1994) position.
 KM0353
 KM0353;                    North         East     Units Scale Factor Converg.
 KM0353;SPC UT C     - 2,078,105.136   689,353.482   MT  1.00000016   +1 24 02.4
 KM0353;SPC UT C     - 6,817,916.60  2,261,653.88   sFT  1.00000016   +1 24 02.4
 KM0353;UTM  12      - 4,319,905.277   646,014.862   MT  0.99986253   +1 03 43.0
 KM0353
 KM0353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0353!SPC UT C     -   0.99978935  x   1.00000016  =   0.99978951
 KM0353!UTM  12      -   0.99978935  x   0.99986253  =   0.99965190
 KM0353
 KM0353:                Primary Azimuth Mark                     Grid Az
 KM0353:SPC UT C     -  ROCK PT DEEP CUT IN RIDGE E              087 17 18.6
 KM0353:UTM  12      -  ROCK PT DEEP CUT IN RIDGE E              087 37 38.0
 KM0353
 KM0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ4601419905(NAD 83)
 KM0353
 KM0353|---------------------------------------------------------------------|
 KM0353| PID    Reference Object                     Distance      Geod. Az  |
 KM0353|                                                           dddmmss.s |
 KM0353| CM6461 GLO 6 RM 1                           25.427 METERS 01650     |
 KM0353| CM7049 ROCK PT DEEP CUT IN RIDGE E                        0884121.0 |
 KM0353| CM6462 GLO 6 RM 2                           21.137 METERS 28648     |
 KM0353|---------------------------------------------------------------------|
 KM0353
 KM0353                          SUPERSEDED SURVEY CONTROL
 KM0353
 KM0353  NAD 83(1986)-  39 00 57.57616(N)    109 18 48.33179(W) AD(       ) 2
 KM0353  NAD 27      -  39 00 57.61400(N)    109 18 45.91700(W) AD(       ) 2
 KM0353
 KM0353.Superseded values are not recommended for survey control.
 KM0353
 KM0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0353.See file dsdata.pdf to determine how the superseded data were derived.
 KM0353
 KM0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0353+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2012
 KM0353
 KM0353  HISTORY     - Date     Condition        Report By
 KM0353  HISTORY     - UNK      MONUMENTED       USGLO
 KM0353  HISTORY     - 1934     GOOD             USGLO
 KM0353  HISTORY     - 20121105 GOOD             GEOCAC
 KM0353
 KM0353                          STATION DESCRIPTION
 KM0353
 KM0353'DESCRIBED BY US GENERAL LAND OFFICE 1934
 KM0353'ABOUT 4 MILES NE OF CISCO.  THE STANDARD CORNER OF SEC. 31
 KM0353'AND 36, TPS 20 S, RS 23 AND 24 E OF THE SALT LAKE PRINCIPAL
 KM0353'MERIDIAN, ON FOURTH STANDARD PARALLEL S AND GRAND RIVER GUIDE
 KM0353'MERIDIAN.  TO REACH FROM RAILROAD TRACKS AT E EDGE OF CISCO,
 KM0353'FOLLOW OLD ABANDONED ROAD NNE 3.6 MILES TO INTERSECTION OF TWO
 KM0353'FORKS OF OLD HIGHWAY AND RAILROAD, AND GO ABOUT 400 YARDS SE
 KM0353'ACROSS COUNTRY TO STATION.  MARKED BY STANDARD GENERAL LAND
 KM0353'OFFICE STATION DISK IN CONCRETE.  REFERENCE MARKS ARE STANDARD
 KM0353'GENERAL LAND OFFICE REFERENCE DISKS IN CONCRETE.  NO. 1 IS
 KM0353'25.427 METERS (83.42 FEET) FROM STATION N 19 DEG 50 MIN E.
 KM0353'NO. 2 IS 21.137 METERS (69.35 FEET) FROM STATION
 KM0353'N 73 DEG 12 MIN W.  SMALL ROCK ON SKYLINE IN DEEP CUT
 KM0353'IN RIDGE IS, N 18 DEG 07 MIN W, FROM STATION.
 KM0353
 KM0353                          STATION RECOVERY (2012)
 KM0353
 KM0353'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 KM0353'RM 1 IS 15 FT NORTH OF THE ACCESS ROAD.  RM 2, 20 FEET NORTH OF THE
 KM0353'ACCESS ROAD, LEANS ABOUT 30 DEGREES TO THE NORTHEAST.  MEASURED
 KM0353'DISTANCE WITH A TAUT, DRAPED FABRIC TAPE IS NOW 69.55 FT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0586 ***********************************************************************
 JO0586  DESIGNATION -  T22S R17 16W SECS 25 30 31 36
 JO0586  PID         -  JO0586
 JO0586  STATE/COUNTY-  UT/MILLARD
 JO0586  COUNTRY     -  US
 JO0586  USGS QUAD   -  MIDDLE MOUNTAIN (2017)
 JO0586
 JO0586                         *CURRENT SURVEY CONTROL
 JO0586  ______________________________________________________________________
 JO0586* NAD 83(1994) POSITION- 38 52 02.66724(N) 113 41 39.64332(W)   ADJUSTED
 JO0586* NAVD 88 ORTHO HEIGHT -  1675.55  (+/-2cm)     5497.2   (feet) VERTCON3
 JO0586  ______________________________________________________________________
 JO0586  GEOID HEIGHT    -        -20.537 (meters)                     GEOID18
 JO0586  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 JO0586  HORZ ORDER      -  SECOND
 JO0586  VERT ORDER      -  THIRD ? (See Below)
 JO0586
 JO0586.The horizontal coordinates were established by classical geodetic methods
 JO0586.and adjusted by the National Geodetic Survey in November 1997.
 JO0586
 JO0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0586
 JO0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0586.GEOID18 height accuracy estimate available here.
 JO0586
 JO0586.The vertical order pertains to the NGVD 29 superseded value.
 JO0586
 JO0586.Click photographs - Photos may exist for this station.
 JO0586
 JO0586.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0586
 JO0586. The following values were computed from the NAD 83(1994) position.
 JO0586
 JO0586;                    North         East     Units Scale Factor Converg.
 JO0586;SPC UT C     - 2,061,630.344   309,568.938   MT  1.00004018   -1 24 20.3
 JO0586;SPC UT C     - 6,763,865.55  1,015,644.09   sFT  1.00004018   -1 24 20.3
 JO0586;UTM  12      - 4,305,513.307   266,238.603   MT  1.00027293   -1 41 29.5
 JO0586
 JO0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0586!SPC UT C     -   0.99974040  x   1.00004018  =   0.99978057
 JO0586!UTM  12      -   0.99974040  x   1.00027293  =   1.00001326
 JO0586
 JO0586:                Primary Azimuth Mark                     Grid Az
 JO0586:SPC UT C     -  T22S R17 16W SECS 19 24 25 30            001 24 57.9
 JO0586:UTM  12      -  T22S R17 16W SECS 19 24 25 30            001 42 07.1
 JO0586
 JO0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ6623805513(NAD 83)
 JO0586
 JO0586|---------------------------------------------------------------------|
 JO0586| PID    Reference Object                     Distance      Geod. Az  |
 JO0586|                                                           dddmmss.s |
 JO0586| CM5622 T22S R17 16W SECS 19 24 25 30                      0000037.6 |
 JO0586| CM6568 T22S R17 16W SECS 25 30 31 36 RM 2   22.470 METERS 08928     |
 JO0586| CM6567 T22S R17 16W SECS 25 30 31 36 RM 1   17.155 METERS 35946     |
 JO0586|---------------------------------------------------------------------|
 JO0586
 JO0586                          SUPERSEDED SURVEY CONTROL
 JO0586
 JO0586  NAD 83(1986)-  38 52 02.66228(N)    113 41 39.64272(W) AD(       ) 2
 JO0586  NAD 27      -  38 52 02.83870(N)    113 41 36.72640(W) AD(       ) 2
 JO0586  NGVD 29            1674.38   (m)         5493.4    (f) LEVELING    3  
 JO0586
 JO0586.Superseded values are not recommended for survey control.
 JO0586
 JO0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0586.See file dsdata.pdf to determine how the superseded data were derived.
 JO0586
 JO0586_MARKER: P = PIPE CAP
 JO0586_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JO0586_STAMPING: T22S R16W R17W S25 S30 S31 S36
 JO0586_MARK LOGO: USGLO
 JO0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0586
 JO0586  HISTORY     - Date     Condition        Report By
 JO0586  HISTORY     - UNK      MONUMENTED       USGLO
 JO0586  HISTORY     - 1957     GOOD             CGS
 JO0586  HISTORY     - 1958     GOOD             USGS
 JO0586  HISTORY     - 20030808 GOOD             INDIV
 JO0586
 JO0586                          STATION DESCRIPTION
 JO0586
 JO0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 JO0586'THE STATION IS LOCATED AT THE SOUTHEAST END OF SNAKE VALLEY
 JO0586'AND ON THE WEST SIDE OF A NORTH-SOUTH GRAVELED ROAD, ABOUT 25
 JO0586'MILES EAST OF GARRISON, 26 MILES SOUTHEAST OF BAKER, 14 MILES
 JO0586'SOUTH OF U.S. HIGHWAY 6, ABOUT 33.8 FEET WEST OF THE CENTERLINE
 JO0586'OF THE GRAVELED ROAD AND 3.7 FEET WEST OF A WHITE WITNESS POST.
 JO0586'
 JO0586'TO REACH, FROM GARRISON, UTAH, GO NORTH, ON STATE HIGHWAY 21,
 JO0586'FOR 0.3 MILE TO FORKS.  TAKE RIGHT FORK, AND GO NORTH, ON
 JO0586'GRAVELED ROAD 0.9 MILE TO FORKS.  TAKE RIGHT FORK, AND GO EAST
 JO0586'14.1 MILES TO FORKS.  TAKE RIGHT FORK, AND GO EAST SOUTHEAST
 JO0586'8.1 MILE TO THE AZIMUTH MARK.  CONTINUE SOUTHERLY 1.0 MILE
 JO0586'TO THE STATION.
 JO0586'
 JO0586'THE STATION MARK IS A U.S. LAND OFFICE MARK, STAMPED T22S, R16W,
 JO0586'R17W, S25, S30, S31, S36, BOLTED TO THE TOP OF A 2-1/2 INCH
 JO0586'IRON PIPE WHICH PROJECTS ABOUT 15 INCHES.
 JO0586'
 JO0586'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED NO 16-17
 JO0586'GLO NO 1 1957, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 JO0586'MONUMENT WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME
 JO0586'ELEVATION AS THE STATION.  IT IS LOCATED 31 FEET WEST OF THE
 JO0586'CENTERLINE OF THE NORTH-SOUTH GRAVELED ROAD.
 JO0586'
 JO0586'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED NO 16-17
 JO0586'GLO NO 2 1957, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 JO0586'MONUMENT WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT 2 FEET
 JO0586'LOWER THAN THE STATION.  IT IS LOCATED 37 FEET EAST OF THE
 JO0586'CENTERLINE OF THE NORTH-SOUTH GRAVELED ROAD.
 JO0586'
 JO0586'THE AZIMUTH MARK IS A U.S. LAND OFFICE MARK, STAMPED T22S, R16W,
 JO0586'R17W, S24, S25, S19, S30, BOLTED TO THE TOP OF A 2-1/2 INCH
 JO0586'IRON PIPE WHICH PROJECTS ABOUT 12 INCHES.  IT IS LOCATED
 JO0586'27 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH GRAVELED
 JO0586'ROAD.
 JO0586'
 JO0586'HEIGHT OF LIGHT ABOVE STATION MARK 1.24 METERS.
 JO0586
 JO0586                          STATION RECOVERY (1958)
 JO0586
 JO0586'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JO0586'RECOVERED IN GOOD CONDITION.
 JO0586'
 JO0586'STATION MARK--U.S. LAND OFFICE MARK, STAMPED ---T22S, R16W, R17W,
 JO0586'S25, S30, S31, S36---, BOLTED TO THE TOP OF A 2-1/2 IN. IRON PIPE
 JO0586'WHICH PROJECTS ABOUT 15 IN.
 JO0586
 JO0586                          STATION RECOVERY (2003)
 JO0586
 JO0586'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HDM)
 JO0586'STATION MARK, BOTH REFERENCE MARKS, AND AZIMUTH MARK FOUND IN GOOD
 JO0586'CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0341 ***********************************************************************
 JN0341  DESIGNATION -  T22S R7E SECS 28 29 1/4 COR
 JN0341  PID         -  JN0341
 JN0341  STATE/COUNTY-  UT/EMERY
 JN0341  COUNTRY     -  US
 JN0341  USGS QUAD   -  MESA BUTTE (2017)
 JN0341
 JN0341                         *CURRENT SURVEY CONTROL
 JN0341  ______________________________________________________________________
 JN0341* NAD 83(1994) POSITION- 38 52 24.42052(N) 111 08 55.07598(W)   ADJUSTED
 JN0341* NAVD 88 ORTHO HEIGHT -  2173.    (meters)     7129.    (feet) SCALED
 JN0341  ______________________________________________________________________
 JN0341  GEOID HEIGHT    -        -18.032 (meters)                     GEOID18
 JN0341  LAPLACE CORR    -         -9.08  (seconds)                    DEFLEC18
 JN0341  HORZ ORDER      -  SECOND
 JN0341
 JN0341.The horizontal coordinates were established by classical geodetic methods
 JN0341.and adjusted by the National Geodetic Survey in November 1997.
 JN0341
 JN0341.The orthometric height was scaled from a topographic map.
 JN0341
 JN0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0341.GEOID18 height accuracy estimate available here.
 JN0341
 JN0341.Click photographs - Photos may exist for this station.
 JN0341
 JN0341.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0341
 JN0341. The following values were computed from the NAD 83(1994) position.
 JN0341
 JN0341;                    North         East     Units Scale Factor Converg.
 JN0341;SPC UT C     - 2,060,025.007   530,492.966   MT  1.00003842   +0 13 30.3
 JN0341;SPC UT C     - 6,758,598.71  1,740,459.01   sFT  1.00003842   +0 13 30.3
 JN0341;UTM  12      - 4,302,743.858   487,106.778   MT  0.99960205   -0 05 35.8
 JN0341
 JN0341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0341!SPC UT C     -   0.99966197  x   1.00003842  =   0.99970038
 JN0341!UTM  12      -   0.99966197  x   0.99960205  =   0.99926416
 JN0341
 JN0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ8710602743(NAD 83)
 JN0341
 JN0341                          SUPERSEDED SURVEY CONTROL
 JN0341
 JN0341  NAD 83(1986)-  38 52 24.41156(N)    111 08 55.07087(W) AD(       ) 2
 JN0341  NAD 27      -  38 52 24.49300(N)    111 08 52.47500(W) AD(       ) 2
 JN0341
 JN0341.Superseded values are not recommended for survey control.
 JN0341
 JN0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0341.See file dsdata.pdf to determine how the superseded data were derived.
 JN0341
 JN0341
 JN0341  HISTORY     - Date     Condition        Report By
 JN0341  HISTORY     - 1938     FIRST OBSERVED   USGLO
 JN0341
 JN0341                          STATION DESCRIPTION
 JN0341
 JN0341'DESCRIBED BY US GENERAL LAND OFFICE 1938
 JN0341'STATION IS ABOUT 6 MILES SE OF EMERY, ON HIGHEST POINT OF A
 JN0341'LONG, TIMBERED RIDGE THAT SLOPES GRADUALLY TO W AND HAS
 JN0341'PERPENDICULAR CLIFFS ON E.  IT IS 106 FEET SE OF 1/4 SECS.
 JN0341'28 AND 29, T 22 S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3662 ***********************************************************************
 AA3662  CBN         -  This is a Cooperative Base Network Control Station.
 AA3662  DESIGNATION -  T23S R5E SECS 25 26 35 36
 AA3662  PID         -  AA3662
 AA3662  STATE/COUNTY-  UT/SEVIER
 AA3662  COUNTRY     -  US
 AA3662  USGS QUAD   -  WALKER FLAT (2017)
 AA3662
 AA3662                         *CURRENT SURVEY CONTROL
 AA3662  ______________________________________________________________________
 AA3662* NAD 83(2011) POSITION- 38 46 42.10043(N) 111 19 02.56127(W)   ADJUSTED
 AA3662* NAD 83(2011) ELLIP HT-  1976.491 (meters)        (06/27/12)   ADJUSTED
 AA3662* NAD 83(2011) EPOCH   -  2010.00
 AA3662* NAVD 88 ORTHO HEIGHT -  1994.4   (meters)     6543.    (feet) GPS OBS
 AA3662  ______________________________________________________________________
 AA3662  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3662  GEOID HEIGHT    -         -17.63 (meters)                     GEOID93
 AA3662  GEOID HEIGHT    -        -17.926 (meters)                     GEOID18
 AA3662  NAD 83(2011) X  - -1,810,513.017 (meters)                     COMP
 AA3662  NAD 83(2011) Y  - -4,639,567.320 (meters)                     COMP
 AA3662  NAD 83(2011) Z  -  3,974,403.444 (meters)                     COMP
 AA3662  LAPLACE CORR    -         -7.34  (seconds)                    DEFLEC18
 AA3662
 AA3662  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3662  Standards:
 AA3662         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3662            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3662  -------------------------------------------------------------------
 AA3662  NETWORK    1.83   3.08           0.86   0.57   1.57     -0.14645909
 AA3662  -------------------------------------------------------------------
 AA3662  Click here for local accuracies and other accuracy information.
 AA3662
 AA3662.The horizontal coordinates were established by GPS observations
 AA3662.and adjusted by the National Geodetic Survey in June 2012.
 AA3662
 AA3662.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3662.been affixed to the stable North American tectonic plate. See 
 AA3662.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3662
 AA3662.The horizontal coordinates are valid at the epoch date displayed above
 AA3662.which is a decimal equivalence of Year/Month/Day.
 AA3662
 AA3662.The orthometric height was determined by GPS observations and a
 AA3662.high-resolution geoid model.
 AA3662
 AA3662.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3662.GEOID18 height accuracy estimate available here.
 AA3662
 AA3662.Click photographs - Photos may exist for this station.
 AA3662
 AA3662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3662
 AA3662.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3662
 AA3662.The ellipsoidal height was determined by GPS observations
 AA3662.and is referenced to NAD 83.
 AA3662
 AA3662. The following values were computed from the NAD 83(2011) position.
 AA3662
 AA3662;                    North         East     Units Scale Factor Converg.
 AA3662;SPC UT C     - 2,049,424.733   515,870.169   MT  1.00006733   +0 07 01.1
 AA3662;SPC UT C     - 6,723,820.98  1,692,484.05   sFT  1.00006733   +0 07 01.1
 AA3662;UTM  12      - 4,292,229.380   472,432.107   MT  0.99960936   -0 11 55.6
 AA3662
 AA3662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3662!SPC UT C     -   0.99968998  x   1.00006733  =   0.99975729
 AA3662!UTM  12      -   0.99968998  x   0.99960936  =   0.99929947
 AA3662
 AA3662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH7243292229(NAD 83)
 AA3662
 AA3662                          SUPERSEDED SURVEY CONTROL
 AA3662
 AA3662  NAD 83(2007)-  38 46 42.09994(N)    111 19 02.56192(W) AD(2002.00) 0
 AA3662  ELLIP H (02/10/07) 1976.505  (m)                       GP(2002.00)    
 AA3662  ELLIP H (11/14/01) 1976.525  (m)                       GP(       ) 4 2
 AA3662  NAD 83(1994)-  38 46 42.09924(N)    111 19 02.56074(W) AD(       ) B
 AA3662  ELLIP H (04/21/95) 1976.588  (m)                       GP(       ) 4 1
 AA3662
 AA3662.Superseded values are not recommended for survey control.
 AA3662
 AA3662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3662.See file dsdata.pdf to determine how the superseded data were derived.
 AA3662
 AA3662_MARKER: DU = BOUNDARY MARKER
 AA3662_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3662_STAMPING: T23S R5E S25 S26 S35 S36 1992
 AA3662_MARK LOGO: BLM
 AA3662_PROJECTION: PROJECTING 10 CENTIMETERS
 AA3662_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3662+STABILITY: SURFACE MOTION
 AA3662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3662+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2004
 AA3662_ROD/PIPE-DEPTH: 1.1 meters
 AA3662
 AA3662  HISTORY     - Date     Condition        Report By
 AA3662  HISTORY     - 1993     MONUMENTED       BLM
 AA3662  HISTORY     - 20040723 GOOD             INDIV
 AA3662
 AA3662                          STATION DESCRIPTION
 AA3662
 AA3662'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1993 (FP)
 AA3662'NOTE--THIS STATION WAS ORIGINALLY SET IN 1992.  IT WAS RESET TO NGS
 AA3662'SPECIFICATIONS FOR B ORDER OBSERVATIONS BY PERSONNEL FROM BLM AND
 AA3662'NGS ON 10/01/93.  THE ORIGINAL POSITION WAS HELD. NO CHANGES WERE MADE
 AA3662'TO THE STAMPING ON THE DISK. STATION IS LOCATED ABOUT 45 KM (27.95 MI)
 AA3662'EAST OF SALINA, 1.6 KM (1.00 MI) WEST OF THE SEVIER-EMERY COUNTY LINE,
 AA3662'3.1 KM (1.90 MI) NORTHEAST OF THE JUNCTION OF INTERSTATE HIGHWAY 70
 AA3662'AND STATE HIGHWAY 10, ALONG THE NORTH RIGHT-OF-WAY OF HIGHWAY 70, AT
 AA3662'MILE 90.7, AND JUST WEST OF A STATE AUTOMATED WEATHER STATION. TO
 AA3662'REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 70 AND
 AA3662'STATE HIGHWAY 10 (EXIT 89), ABOUT 18 KM (11.20 MI) SOUTHWEST OF EMERY,
 AA3662'GO EAST ON HIGHWAY 70 FOR 2.12 KM (1.30 MI) TO THE STATION ON THE LEFT
 AA3662'ACROSS THE HIGHWAY.  TURN LEFT, CROSSING MEDIAN, TO THE STATION.  IF
 AA3662'AREA IS WET, CONTINUE EAST ON HIGHWAY TO A GRAVEL CROSSOVER, THEN
 AA3662'RETURN TO THE STATION. STATION MARK IS AN ALUMNINUM DISK ATTACHED TO A
 AA3662'8-CM ALUMINUM PIPE SET IN A 35-CM ROUND CONCRETE POST.  CONCRETE IS
 AA3662'FLUSH AND THE DISK PROJECTS 10 CM ABOVE GROUND.  IT IS 31.5 M (103.3
 AA3662'FT) NORTH OF, AND SLIGHTLY LOWER THAN THE CENTER OF THE WESTBOUND
 AA3662'LANES, 23.4 M (76.8 FT) SOUTH OF THE RIGHT-OF-WAY FENCE, 88.8 M (291.3
 AA3662'FT) WEST OF THE SOUTHWEST CORNER OF THE FENCE AROUND THE SMALL WEATHER
 AA3662'STATION, 0.8 M (2.6 FT) WEST OF A FIBERGLASS WITNESS POST, 1.0 M (3.3
 AA3662'FT) NORTH OF A METAL WITNESS POST SANS SIGN, AND 1 M (3.3 FT) EAST OF
 AA3662'A SMALL CAIRN. DESCRIBED BY G.R.HEID
 AA3662
 AA3662                          STATION RECOVERY (2004)
 AA3662
 AA3662'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HDM)
 AA3662'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0522 ***********************************************************************
 JM0522  DESIGNATION -  T26 27S R20E SEC 32 1 4 COR
 JM0522  PID         -  JM0522
 JM0522  STATE/COUNTY-  UT/SAN JUAN
 JM0522  COUNTRY     -  US
 JM0522  USGS QUAD   -  SHAFER BASIN (2017)
 JM0522
 JM0522                         *CURRENT SURVEY CONTROL
 JM0522  ______________________________________________________________________
 JM0522* NAD 83(1994) POSITION- 38 29 26.38562(N) 109 44 11.23380(W)   ADJUSTED
 JM0522* NAVD 88 ORTHO HEIGHT -  1801.2   (meters)     5909.    (feet) VERTCON3
 JM0522  ______________________________________________________________________
 JM0522  GEOID HEIGHT    -        -20.408 (meters)                     GEOID18
 JM0522  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 JM0522  HORZ ORDER      -  SECOND
 JM0522
 JM0522.The horizontal coordinates were established by classical geodetic methods
 JM0522.and adjusted by the National Geodetic Survey in November 1997.
 JM0522
 JM0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0522
 JM0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0522.GEOID18 height accuracy estimate available here.
 JM0522
 JM0522.Click photographs - Photos may exist for this station.
 JM0522
 JM0522.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0522
 JM0522. The following values were computed from the NAD 83(1994) position.
 JM0522
 JM0522;                    North         East     Units Scale Factor Converg.
 JM0522;SPC UT S     - 3,203,893.341   653,853.945   MT  1.00002727   +1 04 49.8
 JM0522;SPC UT S     -10,511,440.07  2,145,185.82   sFT  1.00002727   +1 04 49.8
 JM0522;UTM  12      - 4,261,013.653   610,194.795   MT  0.99974954   +0 47 11.4
 JM0522
 JM0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0522!SPC UT S     -   0.99972066  x   1.00002727  =   0.99974792
 JM0522!UTM  12      -   0.99972066  x   0.99974954  =   0.99947027
 JM0522
 JM0522:                Primary Azimuth Mark                     Grid Az
 JM0522:SPC UT S     -  NECK RM 3                                270 10 04.0
 JM0522:UTM  12      -  NECK RM 3                                270 27 42.4
 JM0522
 JM0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH1019461013(NAD 83)
 JM0522
 JM0522|---------------------------------------------------------------------|
 JM0522| PID    Reference Object                     Distance      Geod. Az  |
 JM0522|                                                           dddmmss.s |
 JM0522| CM7196 T26 27S R20E SEC 32 1/4 RM 1          7.941 METERS 09201     |
 JM0522| CM7197 T26 27S R20E SEC 32 1/4 RM 2          6.205 METERS 17818     |
 JM0522| JM0541 NECK RM 3                           APPROX. 6.5 KM 2711453.8 |
 JM0522|---------------------------------------------------------------------|
 JM0522
 JM0522                          SUPERSEDED SURVEY CONTROL
 JM0522
 JM0522  NAD 83(1986)-  38 29 26.37324(N)    109 44 11.23415(W) AD(       ) 2
 JM0522  NAD 27      -  38 29 26.43360(N)    109 44 08.81197(W) AD(       ) 2
 JM0522  NGVD 29 (07/19/86) 1800.2    (m)         5906.     (f) VERT ANG       
 JM0522
 JM0522.Superseded values are not recommended for survey control.
 JM0522
 JM0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0522.See file dsdata.pdf to determine how the superseded data were derived.
 JM0522
 JM0522_MARKER: DD = SURVEY DISK
 JM0522_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0522_STAMPING: 1/4 S32 1926
 JM0522_MARK LOGO: USGLO
 JM0522_PROJECTION: PROJECTING 36 CENTIMETERS
 JM0522_MAGNETIC: P = MARKER IS A STEEL PIPE
 JM0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0522+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2023
 JM0522
 JM0522  HISTORY     - Date     Condition        Report By
 JM0522  HISTORY     - 1926     MONUMENTED       USGLO
 JM0522  HISTORY     - 1963     GOOD             CGS
 JM0522  HISTORY     - 1986     GOOD
 JM0522  HISTORY     - 20091129 GOOD             GEOCAC
 JM0522  HISTORY     - 20230719 GOOD             USPSQD
 JM0522
 JM0522                          STATION DESCRIPTION
 JM0522
 JM0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JM0522'THE STATION IS ABOUT 12 MILES SOUTHWEST OF MOAB IN DEAD
 JM0522'HORSE POINT PARK IN A SLIGHT SWALE ABOUT 60 YARDS WEST-NORTHWEST
 JM0522'OF AN OLD PARKING AREA AT RIM JUST NORTH OF WHERE THE ROAD
 JM0522'MAKES A SHORT CURVE.
 JM0522'
 JM0522'TO REACH FROM THE POST OFFICE IN MOAB, GO NORTHERLY ON U.S.
 JM0522'HIGHWAY 160 FOR 11.0 MILES TO DEAD HORSE POINT ROAD ON THE
 JM0522'LEFT.  TURN LEFT AND FOLLOW THE ROAD WESTERLY UP CANYON AND
 JM0522'ONTO THE TOP OF A MESA FOR 8.3 MILES TO A FORK.  KEEP LEFT
 JM0522'AND FOLLOW THE MAIN ROAD FOR 3.7 MILES TO ANOTHER FORK.  KEEP
 JM0522'LEFT AND FOLLOW THE MAIN ROAD FOR 2.4 MILES TO A FORK AT THE TOP
 JM0522'OF A RIDGE.  KEEP LEFT AND FOLLOW ROAD LEADING TO DEAD HORSE POINT
 JM0522'FOR 1.9 MILES TO A FORK.  KEEP RIGHT AND GO SOUTH ON THE MAIN
 JM0522'ROAD FOR 4.8 MILES TO THE STATION ON THE RIGHT, ABOUT 50 YARDS
 JM0522'WEST OF THE ROAD.
 JM0522'
 JM0522'THE STATION IS A 1/4-CORNER SECTION MARKER DISK, BOLTED TO THE
 JM0522'TOP OF A 1-INCH PIPE WHICH PROJECTS 14 INCHES ABOVE THE GROUND.
 JM0522'IT IS STAMPED 1/4 S. 32. 1926.  IT IS 43 FEET NORTH OF A
 JM0522'SCRIB CEDAR TREE.
 JM0522'
 JM0522'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 1/4 COR SEC
 JM0522'32 T26 AND 27 S R20E GLO USGS NO 1 1963, BRAZED TO THE TOP OF
 JM0522'A 2-1/2 INCH PIPE WHICH PROJECTS 8 INCHES ABOVE THE GROUND.
 JM0522'IT IS 55 FEET SOUTHWEST OF A LONE CEDAR TREE.
 JM0522'
 JM0522'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 1/4 COR SEC 32
 JM0522'T26 AND 27 S R20E GLO USGS NO 2 1963, BRAZED TO THE TOP OF A
 JM0522'2-1/2 INCH PIPE WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 JM0522'IT IS 26 FEET NORTHEAST OF A LONE CEDAR TREE.
 JM0522
 JM0522                          STATION RECOVERY (1986)
 JM0522
 JM0522'RECOVERED 1986
 JM0522'RECOVERED IN GOOD CONDITION.
 JM0522
 JM0522                          STATION RECOVERY (2009)
 JM0522
 JM0522'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0522'ALL REFERENCE OBJECTS FOUND.  TYPO IN STAMPING ON RM 1 - READS 'COE.'
 JM0522'INSTEAD OF THE INTENDED 'COR.'.
 JM0522
 JM0522                          STATION RECOVERY (2023)
 JM0522
 JM0522'RECOVERY NOTE BY US POWER SQUADRON 2023 (GDS)
 JM0522'THE MARK WAS RECOVERED AS DESCRIBED.  NO SEARCH FOR THE TWO REFERENCE
 JM0522'MARKS WAS MADE BUT ASSUME THEY ARE STILL THERE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0433 ***********************************************************************
 JN0433  DESIGNATION -  T27 26S R15 16E SECS 1 6 31 36
 JN0433  PID         -  JN0433
 JN0433  STATE/COUNTY-  UT/WAYNE
 JN0433  COUNTRY     -  US
 JN0433  USGS QUAD   -  SUGARLOAF BUTTE (2017)
 JN0433
 JN0433                         *CURRENT SURVEY CONTROL
 JN0433  ______________________________________________________________________
 JN0433* NAD 83(1994) POSITION- 38 29 58.02979(N) 110 13 00.39145(W)   ADJUSTED
 JN0433* NAVD 88 ORTHO HEIGHT -  1592.0   (meters)     5223.    (feet) VERTCON3
 JN0433  ______________________________________________________________________
 JN0433  GEOID HEIGHT    -        -20.282 (meters)                     GEOID18
 JN0433  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 JN0433  HORZ ORDER      -  THIRD
 JN0433
 JN0433.The horizontal coordinates were established by classical geodetic methods
 JN0433.and adjusted by the National Geodetic Survey in November 1997.
 JN0433
 JN0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0433
 JN0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0433.GEOID18 height accuracy estimate available here.
 JN0433
 JN0433.Click photographs - Photos may exist for this station.
 JN0433
 JN0433.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0433
 JN0433. The following values were computed from the NAD 83(1994) position.
 JN0433
 JN0433;                    North         East     Units Scale Factor Converg.
 JN0433;SPC UT S     - 3,204,186.392   611,939.831   MT  1.00002918   +0 47 10.4
 JN0433;SPC UT S     -10,512,401.52  2,007,672.60   sFT  1.00002918   +0 47 10.4
 JN0433;UTM  12      - 4,261,523.297   568,296.520   MT  0.99965744   +0 29 15.3
 JN0433
 JN0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0433!SPC UT S     -   0.99975344  x   1.00002918  =   0.99978262
 JN0433!UTM  12      -   0.99975344  x   0.99965744  =   0.99941097
 JN0433
 JN0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH6829661523(NAD 83)
 JN0433
 JN0433                          SUPERSEDED SURVEY CONTROL
 JN0433
 JN0433  NAD 83(1986)-  38 29 58.01963(N)    110 13 00.38830(W) AD(       ) 3
 JN0433  NAD 27      -  38 29 58.08715(N)    110 12 57.91615(W) AD(       ) 3
 JN0433  NGVD 29 (07/19/86) 1591.0    (m)         5220.     (f) VERT ANG       
 JN0433
 JN0433.Superseded values are not recommended for survey control.
 JN0433
 JN0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0433.See file dsdata.pdf to determine how the superseded data were derived.
 JN0433
 JN0433_MARKER: DD = SURVEY DISK
 JN0433_SETTING: 0 = UNSPECIFIED SETTING
 JN0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0433+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004
 JN0433
 JN0433  HISTORY     - Date     Condition        Report By
 JN0433  HISTORY     - 1963     MONUMENTED       USGLO
 JN0433  HISTORY     - 20040519 GOOD             GEOCAC
 JN0433
 JN0433                          STATION DESCRIPTION
 JN0433
 JN0433'DESCRIBED BY US GENERAL LAND OFFICE 1963 (LGB)
 JN0433'THE STATION MARK, STAMPED T26S R15E R16E S36 S31 S1 S6 T27S
 JN0433'1940, IS A GENERAL LAND OFFICE BRONZE CAP RIVETED TO THE
 JN0433'TOP OF A 3-INCH IRON PIPE THAT IS SET IN THE GROUND AND IS
 JN0433'SURROUNDED BY ROCKS.
 JN0433'
 JN0433'THE STATION IS LOCATED ABOUT 35 MILES SOUTH OF GREEN RIVER,
 JN0433'27 MILES EAST-NORTHEAST OF HANKSVILLE, 11 MILES WEST OF THE
 JN0433'GREEN RIVER, 2 MILES NORTH OF ANTELOPE VALLEY, 0.35 MILES
 JN0433'NORTHEAST OF TRIANGULATION STATION MAIL BOX 1938, ON A SANDY
 JN0433'FLAT IN OPEN COUNTRY.
 JN0433'
 JN0433'TO REACH FROM THE END OF TRUCK TRAVEL FOR STATION MAIL BOX
 JN0433'1938, GO NORTH-NORTHEAST FOR 0.35 MILE TO THE STATION.
 JN0433
 JN0433                          STATION RECOVERY (2004)
 JN0433
 JN0433'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JN0433'FOUND WITH MODIFICATION TO THE TO REACH INSTRUCTIONS.  TO REACH FROM
 JN0433'THE OLD TRAIN STATION IN GREEN RIVER, UT, GO SOUTHEAST ALONG THE NORTH
 JN0433'SIDE OF THE TRACKS TO AIRPORT ROAD.  TAKE PAVED AIRPORT ROAD SOUTH FOR
 JN0433'ABOUT TWO MILES (3.22 KM) TO A DIRT ROAD LEFT MARKED BY A
 JN0433'SIGN FOR HORSESHOE CANYON.  FOLLOW THE DIRT ROAD SOUTH FOR 39.0 MILES
 JN0433'(62.76 KM) FOLLOWING SIGNS FOR HORSESHOE CANYON AT ALL INTERSECTIONS.
 JN0433'CONTINUE  TO AN INTERSECTION WITH A DIRT ROAD HEADING EAST THAT IS
 JN0433'SIGNED FOR HORSESHOE CANYON AND PREVIOUSLY DESCRIBED AS
 JN0433'HAVING AN IRON POST AND OLD MAILBOX.  THE IRON POST AND MAILBOX ARE NO
 JN0433'LONGER IN EVIDENCE.  CONTINUE SOUTH PAST THE INTERSECTION FOR ABOUT
 JN0433'0.2 MILES (0.32 KM).  PACK NORTHWEST FOR 0.52 MILES (0.84 KM) TO THE
 JN0433'MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0608 ***********************************************************************
 JO0608  DESIGNATION -  T32S R15W SEC 20 NW NW1/4
 JO0608  PID         -  JO0608
 JO0608  STATE/COUNTY-  UT/IRON
 JO0608  COUNTRY     -  US
 JO0608  USGS QUAD   -  MOUNTAIN SPRING PEAK (2017)
 JO0608
 JO0608                         *CURRENT SURVEY CONTROL
 JO0608  ______________________________________________________________________
 JO0608* NAD 83(1986) POSITION- 38 00 40.     (N) 113 33 52.     (W)   SCALED
 JO0608* NAVD 88 ORTHO HEIGHT -  1684.671 (meters)     5527.12  (feet) POSTED
 JO0608  ______________________________________________________________________
 JO0608  GEOID HEIGHT    -        -22.240 (meters)                     GEOID18
 JO0608  DYNAMIC HEIGHT  -       1682.81  (meters)     5521.0   (feet) COMP
 JO0608  MODELED GRAVITY -    979,462.8   (mgal)                       NAVD 88
 JO0608
 JO0608  VERT ORDER      -  * POSTED, SEE BELOW
 JO0608
 JO0608.The horizontal coordinates were scaled from a map and have
 JO0608.an estimated accuracy of +/- 6 seconds.
 JO0608
 JO0608.The orthometric height was determined by differential leveling
 JO0608.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0608
 JO0608.* This is a POSTED BENCH MARK height.
 JO0608
 JO0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0608.GEOID18 height accuracy estimate available here.
 JO0608
 JO0608.Click photographs - Photos may exist for this station.
 JO0608
 JO0608.The dynamic height is computed by dividing the NAVD 88
 JO0608.geopotential number by the normal gravity value computed on the
 JO0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0608.degrees latitude (g = 980.6199 gals.).
 JO0608
 JO0608.The modeled gravity was interpolated from observed gravity values.
 JO0608
 JO0608;                    North         East    Units  Estimated Accuracy
 JO0608;SPC UT S     - 3,151,210.      318,720.      MT  (+/- 180 meters Scaled)
 JO0608
 JO0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH748101(NAD 83)
 JO0608
 JO0608                          SUPERSEDED SURVEY CONTROL
 JO0608
 JO0608  NGVD 29 (??/??/92) 1683.57   (m)         5523.5    (f) COMPUTED    2 0
 JO0608
 JO0608.Superseded values are not recommended for survey control.
 JO0608
 JO0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0608.See file dsdata.pdf to determine how the superseded data were derived.
 JO0608
 JO0608_MARKER: DD = SURVEY DISK
 JO0608_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JO0608_SP_SET: FOUNDATION
 JO0608_STAMPING: NW 1/4 OF NW 1/4 SEC 20 T32S R15W 1960
 JO0608_MARK LOGO: BLM
 JO0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0608+STABILITY: SURFACE MOTION
 JO0608
 JO0608  HISTORY     - Date     Condition        Report By
 JO0608  HISTORY     - 1960     MONUMENTED       BLM
 JO0608  HISTORY     - 1971     GOOD             USGS
 JO0608
 JO0608                          STATION DESCRIPTION
 JO0608
 JO0608'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0608'11.7 KM (7.30 MI) WEST FROM LUND.
 JO0608'IN LUND, UTAH, FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 JO0608'AND PINE VALLEY ROAD, PROCEED 7.3 MILES WEST ALONG THE PINE VALLEY
 JO0608'ROAD TO A STEEL CATTLEGUARD, NORTH OF A SMALL HILL, 7 FEET NORTHEAST
 JO0608'OF THE CENTER OF THE ROAD, IN THE NORTH CORNER OF THE CONCRETE
 JO0608'FOUNDATION OF THE CATTLEGUARD, AN ALUMINUM BLM TABLET.
 JO0608'THE MARK IS 5 FT  NW FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0176 ***********************************************************************
 HO0176  DESIGNATION -  T33S R6W SECS 5 6 7 8
 HO0176  PID         -  HO0176
 HO0176  STATE/COUNTY-  UT/IRON
 HO0176  COUNTRY     -  US
 HO0176  USGS QUAD   -  LITTLE CREEK PEAK (2017)
 HO0176
 HO0176                         *CURRENT SURVEY CONTROL
 HO0176  ______________________________________________________________________
 HO0176* NAD 83(1986) POSITION- 37 57 47.     (N) 112 33 34.     (W)   SCALED
 HO0176* NAVD 88 ORTHO HEIGHT -  2219.01  (+/-2cm)     7280.2   (feet) VERTCON3
 HO0176  ______________________________________________________________________
 HO0176  GEOID HEIGHT    -        -20.226 (meters)                     GEOID18
 HO0176  VERT ORDER      -  ? (See Below)
 HO0176
 HO0176.The horizontal coordinates were scaled from a map and have
 HO0176.an estimated accuracy of +/- 6 seconds.
 HO0176
 HO0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0176
 HO0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0176.GEOID18 height accuracy estimate available here.
 HO0176
 HO0176.The vertical order pertains to the NGVD 29 superseded value.
 HO0176
 HO0176.Click photographs - Photos may exist for this station.
 HO0176
 HO0176;                    North         East    Units  Estimated Accuracy
 HO0176;SPC UT S     - 3,144,410.      406,910.      MT  (+/- 180 meters Scaled)
 HO0176
 HO0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH630028(NAD 83)
 HO0176
 HO0176                          SUPERSEDED SURVEY CONTROL
 HO0176
 HO0176  NGVD 29 (??/??/92) 2217.670  (m)         7275.81   (f) ADJ UNCH       
 HO0176
 HO0176.Superseded values are not recommended for survey control.
 HO0176
 HO0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0176.See file dsdata.pdf to determine how the superseded data were derived.
 HO0176
 HO0176_MARKER: P = PIPE CAP
 HO0176_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HO0176_STAMPING: T.33S. R.6W. SECS. 5 6 7 AND 8 1920
 HO0176_MARK LOGO: USGLO
 HO0176_MAGNETIC: P = MARKER IS A STEEL PIPE
 HO0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0176
 HO0176  HISTORY     - Date     Condition        Report By
 HO0176  HISTORY     - 1920     MONUMENTED       USGLO
 HO0176  HISTORY     - 1934     GOOD             CGS
 HO0176
 HO0176                          STATION DESCRIPTION
 HO0176
 HO0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0176'12.2 MI SW FROM ORTON.
 HO0176'IN IRON COUNTY, ABOUT 12.2 MILES SOUTHWEST OF ORTON, GARFIELD COUNTY,
 HO0176'AND AT THE CORNER OF SECTIONS 5, 6, 7, AND 8, T. 36 S., R. 6 W.  A
 HO0176'GENERAL LAND OFFICE STANDARD CAP, STAMPED T. 33 S., R. 6 W., SECS. 5,
 HO0176'6, 7, AND 8 1920 AND FASTENED ON THE TOP OF AN IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0695 ***********************************************************************
 HN0695  DESIGNATION -  T34S R4E SECS 13 14 23 24 WC
 HN0695  PID         -  HN0695
 HN0695  STATE/COUNTY-  UT/GARFIELD
 HN0695  COUNTRY     -  US
 HN0695  USGS QUAD   -  CALF CREEK (2017)
 HN0695
 HN0695                         *CURRENT SURVEY CONTROL
 HN0695  ______________________________________________________________________
 HN0695* NAD 83(1994) POSITION- 37 50 34.75367(N) 111 25 25.02383(W)   ADJUSTED
 HN0695* NAVD 88 ORTHO HEIGHT -  1948.6   (meters)     6393.    (feet) VERTCON3
 HN0695  ______________________________________________________________________
 HN0695  GEOID HEIGHT    -        -19.810 (meters)                     GEOID18
 HN0695  LAPLACE CORR    -         -3.56  (seconds)                    DEFLEC18
 HN0695  HORZ ORDER      -  THIRD
 HN0695
 HN0695.The horizontal coordinates were established by classical geodetic methods
 HN0695.and adjusted by the National Geodetic Survey in November 1997.
 HN0695
 HN0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0695
 HN0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0695.GEOID18 height accuracy estimate available here.
 HN0695
 HN0695.Click photographs - Photos may exist for this station.
 HN0695
 HN0695.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0695
 HN0695. The following values were computed from the NAD 83(1994) position.
 HN0695
 HN0695;                    North         East     Units Scale Factor Converg.
 HN0695;SPC UT S     - 3,130,555.096   506,722.797   MT  0.99995182   +0 02 48.5
 HN0695;SPC UT S     -10,270,829.51  1,662,473.04   sFT  0.99995182   +0 02 48.5
 HN0695;UTM  12      - 4,188,478.881   462,728.252   MT  0.99961711   -0 15 35.6
 HN0695
 HN0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0695!SPC UT S     -   0.99969743  x   0.99995182  =   0.99964927
 HN0695!UTM  12      -   0.99969743  x   0.99961711  =   0.99931466
 HN0695
 HN0695:                Primary Azimuth Mark                     Grid Az
 HN0695:SPC UT S     -  MAMIE                                    196 44 24.6
 HN0695:UTM  12      -  MAMIE                                    197 02 48.7
 HN0695
 HN0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG6272888478(NAD 83)
 HN0695
 HN0695|---------------------------------------------------------------------|
 HN0695| PID    Reference Object                     Distance      Geod. Az  |
 HN0695|                                                           dddmmss.s |
 HN0695| HN0692 MAMIE                               APPROX.10.8 KM 1964713.1 |
 HN0695|---------------------------------------------------------------------|
 HN0695
 HN0695                          SUPERSEDED SURVEY CONTROL
 HN0695
 HN0695  NAD 83(1986)-  37 50 34.75089(N)    111 25 25.02738(W) AD(       ) 3
 HN0695  NAD 27      -  37 50 34.79563(N)    111 25 22.41708(W) AD(       ) 3
 HN0695  NGVD 29 (07/19/86) 1947.4    (m)         6389.     (f) VERT ANG       
 HN0695
 HN0695.Superseded values are not recommended for survey control.
 HN0695
 HN0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0695.See file dsdata.pdf to determine how the superseded data were derived.
 HN0695
 HN0695_MARKER: DD = SURVEY DISK
 HN0695_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0695_STAMPING: WC T34S R4E S14 S13 S23 S24 1937
 HN0695_MARK LOGO: USGLO
 HN0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0695
 HN0695  HISTORY     - Date     Condition        Report By
 HN0695  HISTORY     - 1937     MONUMENTED       USGLO
 HN0695  HISTORY     - 1962     GOOD             USGS
 HN0695
 HN0695                          STATION DESCRIPTION
 HN0695
 HN0695'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HN0695'LOCATED AT THE WITNESS CORNER TO SECS. 13, 14, 23, AND 24, T 34 S,
 HN0695'R 4 E, SALT LAKE BASE AND MERIDIAN, ABOUT 35 FT. SW. OF STATE HIGHWAY
 HN0695'54, WHERE PAVEMENT BEGINS.
 HN0695'
 HN0695'STATION MARK--IRON PIPE WITH GLO BRASS CAP, STAMPED ---W C T34S R4E
 HN0695'S14 S13 S23 S24 1937---.
 HN0695'
 HN0695'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HP0283 ***********************************************************************
 HP0283  DESIGNATION -  T35S R20W SECS 26 35 250 M MCCO
 HP0283  PID         -  HP0283
 HP0283  STATE/COUNTY-  UT/IRON
 HP0283  COUNTRY     -  US
 HP0283  USGS QUAD   -  UVADA (2017)
 HP0283
 HP0283                         *CURRENT SURVEY CONTROL
 HP0283  ______________________________________________________________________
 HP0283* NAD 83(1994) POSITION- 37 43 19.05088(N) 114 03 06.40441(W)   ADJUSTED
 HP0283* NAVD 88 ORTHO HEIGHT -  1747.    (meters)     5732.    (feet) VERTCON3
 HP0283  ______________________________________________________________________
 HP0283  GEOID HEIGHT    -        -23.238 (meters)                     GEOID18
 HP0283  LAPLACE CORR    -          1.25  (seconds)                    DEFLEC18
 HP0283  HORZ ORDER      -  SECOND
 HP0283
 HP0283.The horizontal coordinates were established by classical geodetic methods
 HP0283.and adjusted by the National Geodetic Survey in November 1997.
 HP0283
 HP0283.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0283
 HP0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 HP0283.GEOID18 height accuracy estimate available here.
 HP0283
 HP0283.Click photographs - Photos may exist for this station.
 HP0283
 HP0283.The Laplace correction was computed from DEFLEC18 derived deflections.
 HP0283
 HP0283. The following values were computed from the NAD 83(1994) position.
 HP0283
 HP0283;                    North         East     Units Scale Factor Converg.
 HP0283;SPC UT S     - 3,120,188.858   275,066.147   MT  0.99995188   -1 33 48.4
 HP0283;SPC UT S     -10,236,819.61    902,446.18   sFT  0.99995188   -1 33 48.4
 HP0283;UTM  11      - 4,179,058.870   759,849.242   MT  1.00043175   +1 48 17.4
 HP0283;UTM  12      - 4,179,351.607   231,021.250   MT  1.00049123   -1 52 05.8
 HP0283
 HP0283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0283!SPC UT S     -   0.99972955  x   0.99995188  =   0.99968144
 HP0283!UTM  11      -   0.99972955  x   1.00043175  =   1.00016118
 HP0283!UTM  12      -   0.99972955  x   1.00049123  =   1.00022065
 HP0283
 HP0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB5984979058(NAD 83)
 HP0283
 HP0283                          SUPERSEDED SURVEY CONTROL
 HP0283
 HP0283  NAD 83(1986)-  37 43 19.04357(N)    114 03 06.40541(W) AD(       ) 2
 HP0283  NAD 27      -  37 43 19.16400(N)    114 03 03.47500(W) AD(       ) 2
 HP0283  NGVD 29 (07/19/86) 1746.     (m)         5728.     (f) VERT ANG       
 HP0283
 HP0283.Superseded values are not recommended for survey control.
 HP0283
 HP0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0283.See file dsdata.pdf to determine how the superseded data were derived.
 HP0283
 HP0283_MARKER: P = PIPE CAP
 HP0283_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HP0283_STAMPING: 250 M MCCO T35S R20W S26 S35
 HP0283_MARK LOGO: USGLO
 HP0283_MAGNETIC: P = MARKER IS A STEEL PIPE
 HP0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0283
 HP0283  HISTORY     - Date     Condition        Report By
 HP0283  HISTORY     - UNK      MONUMENTED       USGLO
 HP0283  HISTORY     - 1944     GOOD             CGS
 HP0283
 HP0283                          STATION DESCRIPTION
 HP0283
 HP0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0283'LOCATED 6.5 MILES (AIR LINE) NE OF CRESTLINE, 0.5 MILE WNW
 HP0283'OF RAILROAD STATION UVADA, ON THE UTAH-NEVADA STATE LINE, 0.5
 HP0283'MILE N OF STATE HIGHWAY 25.  IT IS MARKED BY A GENERAL LAND
 HP0283'OFFICE BRASS CAP RIVETED TO AN IRON PIPE PROJECTING ABOUT
 HP0283'18 INCHES ABOVE THE GROUND AND IS STAMPED 250 M MCCO T 35 S
 HP0283'R 20 W S 26 S 35.  IT IS 249.737 FEET S OF STATION UVADA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0518 ***********************************************************************
 HO0518  DESIGNATION -  T36S R3W SECS 25 26 35 36
 HO0518  PID         -  HO0518
 HO0518  STATE/COUNTY-  UT/GARFIELD
 HO0518  COUNTRY     -  US
 HO0518  USGS QUAD   -  TROPIC CANYON (2017)
 HO0518
 HO0518                         *CURRENT SURVEY CONTROL
 HO0518  ______________________________________________________________________
 HO0518* NAD 83(1994) POSITION- 37 38 14.03930(N) 112 04 27.06928(W)   ADJUSTED
 HO0518* NAVD 88 ORTHO HEIGHT -  1926.1   (meters)     6319.    (feet) VERTCON3
 HO0518  ______________________________________________________________________
 HO0518  GEOID HEIGHT    -        -20.233 (meters)                     GEOID18
 HO0518  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 HO0518  HORZ ORDER      -  THIRD
 HO0518
 HO0518.The horizontal coordinates were established by classical geodetic methods
 HO0518.and adjusted by the National Geodetic Survey in November 1997.
 HO0518
 HO0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0518
 HO0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0518.GEOID18 height accuracy estimate available here.
 HO0518
 HO0518.Click photographs - Photos may exist for this station.
 HO0518
 HO0518.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0518
 HO0518. The following values were computed from the NAD 83(1994) position.
 HO0518
 HO0518;                    North         East     Units Scale Factor Converg.
 HO0518;SPC UT S     - 3,107,872.066   449,323.043   MT  0.99995456   -0 21 06.5
 HO0518;SPC UT S     -10,196,410.27  1,474,154.02   sFT  0.99995456   -0 21 06.5
 HO0518;UTM  12      - 4,166,109.086   405,225.240   MT  0.99971064   -0 39 21.6
 HO0518
 HO0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0518!SPC UT S     -   0.99970102  x   0.99995456  =   0.99965559
 HO0518!UTM  12      -   0.99970102  x   0.99971064  =   0.99941174
 HO0518
 HO0518:                Primary Azimuth Mark                     Grid Az
 HO0518:SPC UT S     -  BRYCE                                    244 47 26.3
 HO0518:UTM  12      -  BRYCE                                    245 05 41.4
 HO0518
 HO0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0522566109(NAD 83)
 HO0518
 HO0518|---------------------------------------------------------------------|
 HO0518| PID    Reference Object                     Distance      Geod. Az  |
 HO0518|                                                           dddmmss.s |
 HO0518| HO0519 TROPIC                              279.088 METERS 18605     |
 HO0518| HO0522 BRYCE                               APPROX. 8.2 KM 2442619.8 |
 HO0518|---------------------------------------------------------------------|
 HO0518
 HO0518                          SUPERSEDED SURVEY CONTROL
 HO0518
 HO0518  NAD 83(1986)-  37 38 14.03598(N)    112 04 27.07517(W) AD(       ) 3
 HO0518  NAD 27      -  37 38 14.09839(N)    112 04 24.38186(W) AD(       ) 3
 HO0518  NGVD 29 (07/19/86) 1924.8    (m)         6315.     (f) VERT ANG       
 HO0518
 HO0518.Superseded values are not recommended for survey control.
 HO0518
 HO0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0518.See file dsdata.pdf to determine how the superseded data were derived.
 HO0518
 HO0518_MARKER: DD = SURVEY DISK
 HO0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0518_STAMPING: T36S 26 25 35 36 R3W 1925
 HO0518_MARK LOGO: USGLO
 HO0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0518+STABILITY: SURFACE MOTION
 HO0518
 HO0518  HISTORY     - Date     Condition        Report By
 HO0518  HISTORY     - 1925     MONUMENTED       USGLO
 HO0518
 HO0518                          STATION DESCRIPTION
 HO0518
 HO0518'DESCRIBED BY US GENERAL LAND OFFICE 1925
 HO0518'NOTE--THIS STATION WAS COMPUTED FROM CHECKED TRIANGLES.  STATION
 HO0518'SHOULD BE SYMBOLIZED WITH A TRIANGLE SYMBOL.
 HO0518'
 HO0518'STATION MARK--GLO TABLET, STAMPED ---T36S 26 25 35 36 R3W---,
 HO0518'PROJECTING 0.6 FT. ABOVE THE GROUND.
 HO0518'
 HO0518'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0316 ***********************************************************************
 HN0316  DESIGNATION -  T38S R10E SECS 22 27 1/4 COR
 HN0316  PID         -  HN0316
 HN0316  STATE/COUNTY-  UT/KANE
 HN0316  COUNTRY     -  US
 HN0316  USGS QUAD   -  THE RINCON NE (2017)
 HN0316
 HN0316                         *CURRENT SURVEY CONTROL
 HN0316  ______________________________________________________________________
 HN0316* NAD 83(1986) POSITION- 37 28 57.     (N) 110 47 59.     (W)   SCALED
 HN0316* NAVD 88 ORTHO HEIGHT -  1219.052 (meters)     3999.51  (feet) ADJUSTED
 HN0316  ______________________________________________________________________
 HN0316  GEOID HEIGHT    -        -22.369 (meters)                     GEOID18
 HN0316  DYNAMIC HEIGHT  -       1217.673 (meters)     3994.98  (feet) COMP
 HN0316  MODELED GRAVITY -    979,459.0   (mgal)                       NAVD 88
 HN0316
 HN0316  VERT ORDER      -  FIRST     CLASS II
 HN0316
 HN0316.The horizontal coordinates were scaled from a map and have
 HN0316.an estimated accuracy of +/- 6 seconds.
 HN0316
 HN0316.The orthometric height was determined by differential leveling and
 HN0316.adjusted by the NATIONAL GEODETIC SURVEY
 HN0316.in June 1991.
 HN0316
 HN0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0316.GEOID18 height accuracy estimate available here.
 HN0316
 HN0316.Click photographs - Photos may exist for this station.
 HN0316
 HN0316.The dynamic height is computed by dividing the NAVD 88
 HN0316.geopotential number by the normal gravity value computed on the
 HN0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0316.degrees latitude (g = 980.6199 gals.).
 HN0316
 HN0316.The modeled gravity was interpolated from observed gravity values.
 HN0316
 HN0316;                    North         East    Units  Estimated Accuracy
 HN0316;SPC UT S     - 3,090,780.      561,930.      MT  (+/- 180 meters Scaled)
 HN0316
 HN0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG177484(NAD 83)
 HN0316
 HN0316                          SUPERSEDED SURVEY CONTROL
 HN0316
 HN0316  NGVD 29 (??/??/92) 1218.001  (m)         3996.06   (f) ADJ UNCH    1 2
 HN0316
 HN0316.Superseded values are not recommended for survey control.
 HN0316
 HN0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0316.See file dsdata.pdf to determine how the superseded data were derived.
 HN0316
 HN0316_MARKER: DD = SURVEY DISK
 HN0316_SETTING: 66 = SET IN ROCK OUTCROP
 HN0316_STAMPING: 1/4 S22/S27 1923
 HN0316_MARK LOGO: USGLO
 HN0316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0316+STABILITY: POSITION/ELEVATION WELL
 HN0316
 HN0316  HISTORY     - Date     Condition        Report By
 HN0316  HISTORY     - 1923     MONUMENTED       USGLO
 HN0316  HISTORY     - 1962     GOOD             CGS
 HN0316
 HN0316                          STATION DESCRIPTION
 HN0316
 HN0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0316'12.75 MI S FROM HALL DIVIDE.
 HN0316'7.6 MILS SOUTH-SOUTHEAST ALONG HALL CREEK FROM THE TOP OF HALL DIVIDE.
 HN0316'THENCE 5.15 MILES SOUTH-SOUTHEAST ACROSS COUNTRY TOWARDS THE COLORADO
 HN0316'RIVER, ABOUT 39 FEET NORTHWEST OF THE NORTHWEST EDGE OF A DEEP CANYON,
 HN0316'AND RIVETED TO THE TOP OF A ONE-INCH IRON PIPE AND PROJECTING ABOUT
 HN0316'8-INCHES ABOVE SANDSTONE ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0032 ***********************************************************************
 LO0032  DESIGNATION -  T3S R2W SEC 34 1/16 5528
 LO0032  PID         -  LO0032
 LO0032  STATE/COUNTY-  UT/DUCHESNE
 LO0032  COUNTRY     -  US
 LO0032  USGS QUAD   -  MYTON (2017)
 LO0032
 LO0032                         *CURRENT SURVEY CONTROL
 LO0032  ______________________________________________________________________
 LO0032* NAD 83(1986) POSITION- 40 10 28.     (N) 110 06 17.     (W)   SCALED
 LO0032* NAVD 88 ORTHO HEIGHT -  1605.387 (meters)     5267.01  (feet) ADJUSTED
 LO0032  ______________________________________________________________________
 LO0032  GEOID HEIGHT    -        -17.771 (meters)                     GEOID18
 LO0032  DYNAMIC HEIGHT  -       1603.876 (meters)     5262.05  (feet) COMP
 LO0032  MODELED GRAVITY -    979,628.4   (mgal)                       NAVD 88
 LO0032
 LO0032  VERT ORDER      -  SECOND    CLASS 0
 LO0032
 LO0032.The horizontal coordinates were scaled from a map and have
 LO0032.an estimated accuracy of +/- 6 seconds.
 LO0032
 LO0032.The orthometric height was determined by differential leveling and
 LO0032.adjusted by the NATIONAL GEODETIC SURVEY
 LO0032.in June 1991.
 LO0032
 LO0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0032.GEOID18 height accuracy estimate available here.
 LO0032
 LO0032.Click photographs - Photos may exist for this station.
 LO0032
 LO0032.The dynamic height is computed by dividing the NAVD 88
 LO0032.geopotential number by the normal gravity value computed on the
 LO0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0032.degrees latitude (g = 980.6199 gals.).
 LO0032
 LO0032.The modeled gravity was interpolated from observed gravity values.
 LO0032
 LO0032;                    North         East    Units  Estimated Accuracy
 LO0032;SPC UT C     - 2,205,330.      618,830.      MT  (+/- 180 meters Scaled)
 LO0032
 LO0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK762475(NAD 83)
 LO0032
 LO0032                          SUPERSEDED SURVEY CONTROL
 LO0032
 LO0032  NGVD 29 (??/??/92) 1604.146  (m)         5262.94   (f) ADJ UNCH    2 0
 LO0032
 LO0032.Superseded values are not recommended for survey control.
 LO0032
 LO0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0032.See file dsdata.pdf to determine how the superseded data were derived.
 LO0032
 LO0032_MARKER: P = PIPE CAP
 LO0032_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0032_STAMPING: 5528 1/16 S. 34 1922
 LO0032_MARK LOGO: USGLO
 LO0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0032
 LO0032  HISTORY     - Date     Condition        Report By
 LO0032  HISTORY     - 1922     MONUMENTED       USGLO
 LO0032  HISTORY     - 1963     GOOD             USGS
 LO0032  HISTORY     - 20020411 MARK NOT FOUND   NGS
 LO0032
 LO0032                          STATION DESCRIPTION
 LO0032
 LO0032'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LO0032'2.0 MI W FROM MYTON.
 LO0032'2.0 MILES WEST OF POST OFFICE, THENCE 1.1 MILES SOUTH ALONG HIGHWAY
 LO0032'53 FROM, 0.7 MILES NORTH OF THE STATE HIGHWAY
 LO0032'TO PRICE SIGN.  AT THE TOP OF A SHORT GRADE, ABOUT 150 FEET
 LO0032'SOUTH OF A FARMHOUSE, 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LO0032'AND WEST OF THE RIGHT-OF-WAY FENCE. A UNITED STATES GENERAL LAND
 LO0032'OFFICE STANDARD CAP,
 LO0032'STAMPED---5528 1/16 S. 34 1922---, AND FASTENED TO THE
 LO0032'TOP OF AN IRON PIPE.
 LO0032
 LO0032                          STATION RECOVERY (2002)
 LO0032
 LO0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 LO0032'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0397 ***********************************************************************
 LP0397  DESIGNATION -  T3S R2W SECS 22 23 26 27=2707
 LP0397  PID         -  LP0397
 LP0397  STATE/COUNTY-  UT/SALT LAKE
 LP0397  COUNTRY     -  US
 LP0397  USGS QUAD   -  COPPERTON (2017)
 LP0397
 LP0397                         *CURRENT SURVEY CONTROL
 LP0397  ______________________________________________________________________
 LP0397* NAD 83(1994) POSITION- 40 32 12.92519(N) 112 02 36.96421(W)   ADJUSTED
 LP0397* NAVD 88 ORTHO HEIGHT -  1522.4   (meters)     4995.    (feet) VERTCON3
 LP0397  ______________________________________________________________________
 LP0397  GEOID HEIGHT    -        -17.253 (meters)                     GEOID18
 LP0397  LAPLACE CORR    -         -5.01  (seconds)                    DEFLEC18
 LP0397  HORZ ORDER      -  SECOND
 LP0397
 LP0397.The horizontal coordinates were established by classical geodetic methods
 LP0397.and adjusted by the National Geodetic Survey in November 1997.
 LP0397
 LP0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0397
 LP0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0397.GEOID18 height accuracy estimate available here.
 LP0397
 LP0397.Click photographs - Photos may exist for this station.
 LP0397
 LP0397.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0397
 LP0397. The following values were computed from the NAD 83(1994) position.
 LP0397
 LP0397;                    North         East     Units Scale Factor Converg.
 LP0397;SPC UT C     - 2,244,787.073   453,946.907   MT  0.99997383   -0 20 53.6
 LP0397;SPC UT C     - 7,364,772.26  1,489,324.14   sFT  0.99997383   -0 20 53.6
 LP0397;UTM  12      - 4,487,876.428   411,619.380   MT  0.99969615   -0 40 42.0
 LP0397
 LP0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0397!SPC UT C     -   0.99976394  x   0.99997383  =   0.99973778
 LP0397!UTM  12      -   0.99976394  x   0.99969615  =   0.99946016
 LP0397
 LP0397:                Primary Azimuth Mark                     Grid Az
 LP0397:SPC UT C     -  T3S R2W SECS 23 26 1/4 COR=2610          090 15 35.8
 LP0397:UTM  12      -  T3S R2W SECS 23 26 1/4 COR=2610          090 35 24.2
 LP0397
 LP0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1161987876(NAD 83)
 LP0397
 LP0397|---------------------------------------------------------------------|
 LP0397| PID    Reference Object                     Distance      Geod. Az  |
 LP0397|                                                           dddmmss.s |
 LP0397| LP0393 T3S R2W SECS 23 26 1/4 COR=2610     APPROX. 0.9 KM 0895442.2 |
 LP0397| LO0809 RIVERTON UTAH ST PRISON STACK       APPROX.13.0 KM 1125423.2 |
 LP0397| CM4142 3S2W 2707 RM 2                        7.845 METERS 17608     |
 LP0397| CM4141 3S2W 2707 RM 1                       12.720 METERS 31859     |
 LP0397|---------------------------------------------------------------------|
 LP0397
 LP0397                          SUPERSEDED SURVEY CONTROL
 LP0397
 LP0397  NAD 83(1993)-  40 32 12.92491(N)    112 02 36.96280(W) AD(       ) 2
 LP0397  NAD 83(1986)-  40 32 12.91492(N)    112 02 36.95702(W) AD(       ) 2
 LP0397  NAD 27      -  40 32 13.10229(N)    112 02 34.17831(W) AD(       ) 2
 LP0397  NGVD 29 (07/19/86) 1521.4    (m)         4991.     (f) VERT ANG       
 LP0397
 LP0397.Superseded values are not recommended for survey control.
 LP0397
 LP0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0397.See file dsdata.pdf to determine how the superseded data were derived.
 LP0397
 LP0397_MARKER: DD = SURVEY DISK
 LP0397_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LP0397_STAMPING: T3S R2W 22 23 27 26
 LP0397_MARK LOGO: UT-035
 LP0397_PROJECTION: RECESSED 10 CENTIMETERS
 LP0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0397
 LP0397  HISTORY     - Date     Condition        Report By
 LP0397  HISTORY     - 1974     MONUMENTED       UT-035
 LP0397
 LP0397                          STATION DESCRIPTION
 LP0397
 LP0397'DESCRIBED BY SALT LAKE COUNTY UTAH 1974 (RS)
 LP0397'THIS STATION IS ABOUT 4.0 MILES WEST NORTH WEST OF RIVERTON AND
 LP0397'3.0 MILES SOUTH EAST OF COPPERTON AND 1.5 MILES NORTH OF HERRIMAN.
 LP0397'
 LP0397'TO REACH THIS STATION FROM DOWNTOWN HERRIMAN AT THE INTERSECTION OF
 LP0397'PIONEER STREET (6000 WEST STREET) AND MAIN STREET (13100 SOUTH
 LP0397'STREET, GO NORTH ON PIONEER STREET (6000 WEST) FOR 1.5 MILES TO THE
 LP0397'INTERSECTION OF 6000 WEST AND 11800 SOUTH STREET, TURN LEFT AND GO
 LP0397'WEST ON 11800 SOUTH STREET FOR 0.6 MILE TO STATION.
 LP0397'
 LP0397'STATION IS A STANDARD DISK PLACED IN A PRE-CAST CONCRETE
 LP0397'MONUMENT.  IT IS 4 INCHES BELOW THE SURFACE OF THE ROAD, IT IS IN
 LP0397'THE APPARENT CENTERLINE OF THE ROAD AND IS PROTECTED BY A STANDARD
 LP0397'CAST IRON RING AND LID, MARK IS STAMPED T3S R2W 22-23-26-27.
 LP0397'
 LP0397'AZIMUTH IS A STANDARD SALT LAKE COUNTY BRASS DISK PLACED IN A
 LP0397'PRE-CAST CONCRETE MONUMENT, LOCATED 300 FEET WEST OF THE
 LP0397'INTERSECTION OF 6000 WEST AND 11800 SOUTH.  IT IS STAMPED 4 COR.
 LP0397'23-26.
 LP0397'
 LP0397'REFERENCE MARK 1 IS A STANDARD SALT LAKE COUNTY BRASS DISK PLACED
 LP0397'IN THE CENTER OF A POURED IN PLACE CONCRETE MONUMENT.  IT IS NORTH
 LP0397'WEST OF STATION ABOUT THE SAME ELEVATION AS THE GROUND AND IS 3
 LP0397'FEET SOUTH EAST OF A POWER POLE.  IT IS STAMPED R.M. 1.
 LP0397'
 LP0397'REFERENCE MARK 2 IS A STANDARD SALT LAKE COUNTY BRASS DISK PLACED
 LP0397'IN THE CENTER OF A POURED IN PLACE CONCRETE MONUMENT.  IT IS SOUTH
 LP0397'EAST OF STATION, EVEN WITH THE GROUND LEVEL, STAMPED R.M. 2.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0544 ***********************************************************************
 HO0544  DESIGNATION -  T41S R4W SECS 8 9 16 17
 HO0544  PID         -  HO0544
 HO0544  STATE/COUNTY-  UT/KANE
 HO0544  COUNTRY     -  US
 HO0544  USGS QUAD   -  DEER SPRING POINT (2017)
 HO0544
 HO0544                         *CURRENT SURVEY CONTROL
 HO0544  ______________________________________________________________________
 HO0544* NAD 83(1994) POSITION- 37 15 09.26414(N) 112 14 57.07592(W)   ADJUSTED
 HO0544* NAVD 88 ORTHO HEIGHT -  2081.8   (meters)     6830.    (feet) VERTCON3
 HO0544  ______________________________________________________________________
 HO0544  GEOID HEIGHT    -        -21.515 (meters)                     GEOID18
 HO0544  LAPLACE CORR    -          2.32  (seconds)                    DEFLEC18
 HO0544  HORZ ORDER      -  THIRD
 HO0544
 HO0544.The horizontal coordinates were established by classical geodetic methods
 HO0544.and adjusted by the National Geodetic Survey in November 1997.
 HO0544
 HO0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0544
 HO0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0544.GEOID18 height accuracy estimate available here.
 HO0544
 HO0544.Click photographs - Photos may exist for this station.
 HO0544
 HO0544.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0544
 HO0544. The following values were computed from the NAD 83(1994) position.
 HO0544
 HO0544;                    North         East     Units Scale Factor Converg.
 HO0544;SPC UT S     - 3,065,292.130   433,535.876   MT  0.99999404   -0 27 32.5
 HO0544;SPC UT S     -10,056,712.60  1,422,358.95   sFT  0.99999404   -0 27 32.5
 HO0544;UTM  12      - 4,123,622.848   389,218.536   MT  0.99975118   -0 45 22.5
 HO0544
 HO0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0544!SPC UT S     -   0.99967679  x   0.99999404  =   0.99967083
 HO0544!UTM  12      -   0.99967679  x   0.99975118  =   0.99942805
 HO0544
 HO0544:                Primary Azimuth Mark                     Grid Az
 HO0544:SPC UT S     -  PAH                                      322 54 23.4
 HO0544:UTM  12      -  PAH                                      323 12 13.4
 HO0544
 HO0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG8921823622(NAD 83)
 HO0544
 HO0544|---------------------------------------------------------------------|
 HO0544| PID    Reference Object                     Distance      Geod. Az  |
 HO0544|                                                           dddmmss.s |
 HO0544| HO0562 PAH                                 APPROX. 8.8 KM 3222650.9 |
 HO0544|---------------------------------------------------------------------|
 HO0544
 HO0544                          SUPERSEDED SURVEY CONTROL
 HO0544
 HO0544  NAD 83(1992)-  37 15 09.26355(N)    112 14 57.07657(W) AD(       ) 3
 HO0544  NAD 83(1986)-  37 15 09.26233(N)    112 14 57.07576(W) AD(       ) 3
 HO0544  NAD 27      -  37 15 09.34182(N)    112 14 54.37746(W) AD(       ) 3
 HO0544  NGVD 29 (07/19/86) 2080.6    (m)         6826.     (f) VERT ANG       
 HO0544
 HO0544.Superseded values are not recommended for survey control.
 HO0544
 HO0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0544.See file dsdata.pdf to determine how the superseded data were derived.
 HO0544
 HO0544_MARKER: P = PIPE CAP
 HO0544_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HO0544_STAMPING: T41S R4W 8 9 17 16 1936
 HO0544_MARK LOGO: USGLO
 HO0544_PROJECTION: PROJECTING 40 CENTIMETERS
 HO0544_MAGNETIC: P = MARKER IS A STEEL PIPE
 HO0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0544
 HO0544  HISTORY     - Date     Condition        Report By
 HO0544  HISTORY     - 1936     MONUMENTED       USGLO
 HO0544  HISTORY     - 1964     GOOD             CGS
 HO0544
 HO0544                          STATION DESCRIPTION
 HO0544
 HO0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HO0544'NOTE--THIS STATION WAS COMPUTED FROM A CHECKED TRIANGLE.  SHOULD BE
 HO0544'SYMBOLIZED WITH A TRIANGLE SYMBOL.
 HO0544'
 HO0544'STATION MARK--A GLO CAP, STAMPED ---T41S R4W 8 9 17 16 1936 GLO---,
 HO0544'PROJECTING 1.3 FT. ABOVE GROUND.
 HO0544'
 HO0544'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0804 ***********************************************************************
 HN0804  DESIGNATION -  T42 41S R2 1W SECS 1 6 31 36
 HN0804  PID         -  HN0804
 HN0804  STATE/COUNTY-  UT/KANE
 HN0804  COUNTRY     -  US
 HN0804  USGS QUAD   -  FIVEMILE VALLEY (2017)
 HN0804
 HN0804                         *CURRENT SURVEY CONTROL
 HN0804  ______________________________________________________________________
 HN0804* NAD 83(1994) POSITION- 37 11 40.91889(N) 111 57 34.27416(W)   ADJUSTED
 HN0804* NAVD 88 ORTHO HEIGHT -  1580.    (meters)     5184.    (feet) VERTCON3
 HN0804  ______________________________________________________________________
 HN0804  GEOID HEIGHT    -        -22.275 (meters)                     GEOID18
 HN0804  LAPLACE CORR    -         -4.27  (seconds)                    DEFLEC18
 HN0804  HORZ ORDER      -  THIRD
 HN0804
 HN0804.The horizontal coordinates were established by classical geodetic methods
 HN0804.and adjusted by the National Geodetic Survey in November 1997.
 HN0804
 HN0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0804
 HN0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0804.GEOID18 height accuracy estimate available here.
 HN0804
 HN0804.Click photographs - Photos may exist for this station.
 HN0804
 HN0804.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0804
 HN0804. The following values were computed from the NAD 83(1994) position.
 HN0804
 HN0804;                    North         East     Units Scale Factor Converg.
 HN0804;SPC UT S     - 3,058,703.212   459,201.838   MT  1.00000384   -0 16 53.6
 HN0804;SPC UT S     -10,035,095.45  1,506,564.70   sFT  1.00000384   -0 16 53.6
 HN0804;UTM  12      - 4,116,902.479   414,842.725   MT  0.99968933   -0 34 48.3
 HN0804
 HN0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0804!SPC UT S     -   0.99975561  x   1.00000384  =   0.99975945
 HN0804!UTM  12      -   0.99975561  x   0.99968933  =   0.99944501
 HN0804
 HN0804:                Primary Azimuth Mark                     Grid Az
 HN0804:SPC UT S     -  COX                                      176 40 21.2
 HN0804:UTM  12      -  COX                                      176 58 15.9
 HN0804
 HN0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG1484216902(NAD 83)
 HN0804
 HN0804|---------------------------------------------------------------------|
 HN0804| PID    Reference Object                     Distance      Geod. Az  |
 HN0804|                                                           dddmmss.s |
 HN0804| HN0803 COX                                 APPROX. 2.7 KM 1762327.6 |
 HN0804|---------------------------------------------------------------------|
 HN0804
 HN0804                          SUPERSEDED SURVEY CONTROL
 HN0804
 HN0804  NAD 83(1992)-  37 11 40.91857(N)    111 57 34.27475(W) AD(       ) 3
 HN0804  NAD 83(1986)-  37 11 40.91668(N)    111 57 34.27313(W) AD(       ) 3
 HN0804  NAD 27      -  37 11 40.98416(N)    111 57 31.61703(W) AD(       ) 3
 HN0804  NGVD 29 (07/19/86) 1579.     (m)         5180.     (f) VERT ANG       
 HN0804
 HN0804.Superseded values are not recommended for survey control.
 HN0804
 HN0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0804.See file dsdata.pdf to determine how the superseded data were derived.
 HN0804
 HN0804_MARKER: DD = SURVEY DISK
 HN0804_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0804_STAMPING: T41S R2W R1W S36 S31 S1 S6 T42S
 HN0804_MARK LOGO: USGLO
 HN0804_MAGNETIC: P = MARKER IS A STEEL PIPE
 HN0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0804
 HN0804  HISTORY     - Date     Condition        Report By
 HN0804  HISTORY     - UNK      MONUMENTED       USGLO
 HN0804  HISTORY     - 1954     GOOD             CGS
 HN0804
 HN0804                          STATION DESCRIPTION
 HN0804
 HN0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HN0804'LOCATED ABOUT 34 MI. WNW OF KANAB, 4 MI. S. OF THE ABANDONED TOWN OF
 HN0804'PARIA AND IS IN THE N. END OF FIVE MILE VALLEY.
 HN0804'
 HN0804'TO REACH FROM KANAB POST OFFICE, DRIVE S. FOR 0.05 MI., TURN LEFT E.
 HN0804'ONTO U.S. HIGHWAY 89 FOR 0.4 MI., TURN LEFT E. ONTO STATE HIGHWAY 136
 HN0804'FOR 7.8 MI., TURN RIGHT ONTO THE PARIA RD. AND FOLLOW MAIN TRAVELED
 HN0804'RD. 27.3 MI. TO BOTTOM OF HILL, TURN LEFT ONTO TRACK RD., CROSS WASH
 HN0804'THEN TURN SHARP LEFT FOR 1.6 MI., TURN LEFT ONTO DIM TRACK RD. CROSS
 HN0804'0.3 MI. TO STATION.  STATION IS 25 FT. N. OF THE CENTER OF DIM TRACK
 HN0804'RD.
 HN0804'
 HN0804'STATION MARK - A STANDARD USGLO TABLET STAMPED ---T41S R2W R1W S36 S31
 HN0804'S1 S6 T42S--- ON IRON PIPE PROJECTING 1 FT. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0705 ***********************************************************************
 HO0705  DESIGNATION -  T42S R11W CC 52 53
 HO0705  PID         -  HO0705
 HO0705  STATE/COUNTY-  UT/WASHINGTON
 HO0705  COUNTRY     -  US
 HO0705  USGS QUAD   -  SPRINGDALE WEST (2017)
 HO0705
 HO0705                         *CURRENT SURVEY CONTROL
 HO0705  ______________________________________________________________________
 HO0705* NAD 83(1986) POSITION- 37 10 17.     (N) 113 04 15.     (W)   SCALED
 HO0705* NAVD 88 ORTHO HEIGHT -  1140.17  (meters)     3740.7   (feet) RESET
 HO0705  ______________________________________________________________________
 HO0705  GEOID HEIGHT    -        -22.844 (meters)                     GEOID18
 HO0705  VERT ORDER      -  THIRD
 HO0705
 HO0705.The horizontal coordinates were scaled from a map and have
 HO0705.an estimated accuracy of +/- 6 seconds.
 HO0705
 HO0705.The orthometric height was computed from unverified reset data.
 HO0705
 HO0705.No vertical observational check was made to the station.
 HO0705
 HO0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0705.GEOID18 height accuracy estimate available here.
 HO0705
 HO0705.Click photographs - Photos may exist for this station.
 HO0705
 HO0705;                    North         East    Units  Estimated Accuracy
 HO0705;SPC UT S     - 3,057,190.      360,500.      MT  (+/- 180 meters Scaled)
 HO0705
 HO0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG161158(NAD 83)
 HO0705
 HO0705                          SUPERSEDED SURVEY CONTROL
 HO0705
 HO0705.No superseded survey control is available for this station.
 HO0705
 HO0705_MARKER: DD = SURVEY DISK
 HO0705_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HO0705_STAMPING: CC 53 52 T42S R11W 1909
 HO0705_MARK LOGO: USGLO
 HO0705_MAGNETIC: N = NO MAGNETIC MATERIAL
 HO0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0705
 HO0705  HISTORY     - Date     Condition        Report By
 HO0705  HISTORY     - 1909     MONUMENTED       USGLO
 HO0705  HISTORY     - 19850126 GOOD             NGS
 HO0705
 HO0705                          STATION DESCRIPTION
 HO0705
 HO0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HO0705'1.83 MILES (2.95 KM) WEST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF
 HO0705'LATTER DAY SAINTS IN ROCKVILLE, NEAR THE NORTH END OF A CURVE, 88.6
 HO0705'FEET (27.0 M) NORTH-NORTHWEST OF THE CENTER OF THE OLD HIGHWAY, 0.16
 HO0705'FEET (4.88 CM) NORTH OF THE FENCE ON THE SOUTHERN BOUNDARY OF ZION
 HO0705'NATIONAL PARK, AND ABOUT 200 FEET (61.0 M) EAST ALONG THE FENCE FROM
 HO0705'THE BOTTOM OF A DRY WASH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0795 ***********************************************************************
 HN0795  DESIGNATION -  T42S R2E SECS 4 5 32 33
 HN0795  PID         -  HN0795
 HN0795  STATE/COUNTY-  UT/KANE
 HN0795  COUNTRY     -  US
 HN0795  USGS QUAD   -  BIG WATER (2017)
 HN0795
 HN0795                         *CURRENT SURVEY CONTROL
 HN0795  ______________________________________________________________________
 HN0795* NAD 83(1994) POSITION- 37 06 24.57592(N) 111 42 21.69871(W)   ADJUSTED
 HN0795* NAVD 88 ORTHO HEIGHT -  1345.1   (meters)     4413.    (feet) VERTCON3
 HN0795  ______________________________________________________________________
 HN0795  GEOID HEIGHT    -        -23.017 (meters)                     GEOID18
 HN0795  LAPLACE CORR    -         -3.65  (seconds)                    DEFLEC18
 HN0795  HORZ ORDER      -  THIRD
 HN0795
 HN0795.The horizontal coordinates were established by classical geodetic methods
 HN0795.and adjusted by the National Geodetic Survey in November 1997.
 HN0795
 HN0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0795
 HN0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0795.GEOID18 height accuracy estimate available here.
 HN0795
 HN0795.Click photographs - Photos may exist for this station.
 HN0795
 HN0795.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0795
 HN0795. The following values were computed from the NAD 83(1994) position.
 HN0795
 HN0795;                    North         East     Units Scale Factor Converg.
 HN0795;SPC UT S     - 3,048,870.838   481,686.479   MT  1.00002065   -0 07 34.4
 HN0795;SPC UT S     -10,002,837.07  1,580,333.06   sFT  1.00002065   -0 07 34.4
 HN0795;UTM  12      - 4,106,956.292   437,268.013   MT  0.99964848   -0 25 33.5
 HN0795
 HN0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0795!SPC UT S     -   0.99979257  x   1.00002065  =   0.99981321
 HN0795!UTM  12      -   0.99979257  x   0.99964848  =   0.99944112
 HN0795
 HN0795:                Primary Azimuth Mark                     Grid Az
 HN0795:SPC UT S     -  PARIA                                    173 17 28.0
 HN0795:UTM  12      -  PARIA                                    173 35 27.1
 HN0795
 HN0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG3726806956(NAD 83)
 HN0795
 HN0795|---------------------------------------------------------------------|
 HN0795| PID    Reference Object                     Distance      Geod. Az  |
 HN0795|                                                           dddmmss.s |
 HN0795| HN0794 PARIA                               APPROX. 2.9 KM 1730953.6 |
 HN0795|---------------------------------------------------------------------|
 HN0795
 HN0795                          SUPERSEDED SURVEY CONTROL
 HN0795
 HN0795  NAD 83(1992)-  37 06 24.57500(N)    111 42 21.69878(W) AD(       ) 3
 HN0795  NAD 83(1986)-  37 06 24.57023(N)    111 42 21.69674(W) AD(       ) 3
 HN0795  NAD 27      -  37 06 24.62400(N)    111 42 19.09033(W) AD(       ) 3
 HN0795  NGVD 29 (07/19/86) 1344.2    (m)         4410.     (f) VERT ANG       
 HN0795
 HN0795.Superseded values are not recommended for survey control.
 HN0795
 HN0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0795.See file dsdata.pdf to determine how the superseded data were derived.
 HN0795
 HN0795_MARKER: P = PIPE CAP
 HN0795_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0795_STAMPING: T42S R2E S32 S33 S5 S4 1917
 HN0795_MARK LOGO: USGLO
 HN0795_MAGNETIC: P = MARKER IS A STEEL PIPE
 HN0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0795
 HN0795  HISTORY     - Date     Condition        Report By
 HN0795  HISTORY     - 1917     MONUMENTED       USGLO
 HN0795  HISTORY     - 1953     GOOD             CGS
 HN0795
 HN0795                          STATION DESCRIPTION
 HN0795
 HN0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HN0795'LOCATED ABOUT 42 MI. SSE. OF TROPIC AND 16 MI. SE. OF PARIA, AT A
 HN0795'FENCE CORNER NEAR THE NE. EDGE OF E. CLARK BENCH, ABOUT 0.5 MI. SW. OF
 HN0795'THE JUNCTION OF COYOTE CREEK AND WAHWEAP CREEKS.
 HN0795'
 HN0795'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 89 AND STATE HIGHWAY 139,
 HN0795'IN KANAB, DRIVE E. FOR 7.8 MI. ON JOHNSTON RD. TO A FORK AT SIGN
 HN0795'---PARIA---, TURN RIGHT AND CONTINUE TOWARD PARIA FOR 37.2 MI. TO A
 HN0795'RD. FORK WITHIN SIGHT OF AN ABANDONED MORMON SETTLEMENT OF ADAIRVILLE,
 HN0795'TAKE LEFT FORK ACROSS PARIA RIVER AND CONTINUE FOR 3.5 MI. TO A RD.
 HN0795'FORKS, TAKE RIGHT FORK 4.2 MI. TO A RD. FORK WITH AN OLD CORRAL AND
 HN0795'TANK ABOUT 0.25 MI. TO THE S., TAKE RIGHT FORK BUT NOT TRACK RD. TO
 HN0795'CORRAL AND CONTINUE 4 MI. STATION IS 1 MI. N. AT A FENCE CORNER.  A
 HN0795'4-WHEEL DRIVE VEHICLE MAY BE DRIVEN TO THE STATION.
 HN0795'
 HN0795'STATION MARK - USGLO TABLET STAMPED ---T42S R2E S32 S33 S5 S4 1917---,
 HN0795'SET IN AN IRON PIPE PROJECTING 1.2 FT. ABOVE GROUND.
 HN0795'
 HN0795'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0801 ***********************************************************************
 HN0801  DESIGNATION -  T43 42S R1W R1E SECS 1 6 31 36
 HN0801  PID         -  HN0801
 HN0801  STATE/COUNTY-  UT/KANE
 HN0801  COUNTRY     -  US
 HN0801  USGS QUAD   -  BRIDGER POINT (2017)
 HN0801
 HN0801                         *CURRENT SURVEY CONTROL
 HN0801  ______________________________________________________________________
 HN0801* NAD 83(1994) POSITION- 37 06 27.30335(N) 111 51 05.00318(W)   ADJUSTED
 HN0801* NAVD 88 ORTHO HEIGHT -  1424.5   (meters)     4674.    (feet) VERTCON3
 HN0801  ______________________________________________________________________
 HN0801  GEOID HEIGHT    -        -22.788 (meters)                     GEOID18
 HN0801  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 HN0801  HORZ ORDER      -  THIRD
 HN0801
 HN0801.The horizontal coordinates were established by classical geodetic methods
 HN0801.and adjusted by the National Geodetic Survey in November 1997.
 HN0801
 HN0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0801
 HN0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0801.GEOID18 height accuracy estimate available here.
 HN0801
 HN0801.Click photographs - Photos may exist for this station.
 HN0801
 HN0801.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0801
 HN0801. The following values were computed from the NAD 83(1994) position.
 HN0801
 HN0801;                    North         East     Units Scale Factor Converg.
 HN0801;SPC UT S     - 3,048,993.428   468,765.765   MT  1.00002049   -0 12 55.1
 HN0801;SPC UT S     -10,003,239.27  1,537,942.35   sFT  1.00002049   -0 12 55.1
 HN0801;UTM  12      - 4,107,146.253   424,352.784   MT  0.99967049   -0 30 49.2
 HN0801
 HN0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0801!SPC UT S     -   0.99978008  x   1.00002049  =   0.99980057
 HN0801!UTM  12      -   0.99978008  x   0.99967049  =   0.99945065
 HN0801
 HN0801:                Primary Azimuth Mark                     Grid Az
 HN0801:SPC UT S     -  WAH                                      041 38 46.6
 HN0801:UTM  12      -  WAH                                      041 56 40.7
 HN0801
 HN0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG2435207146(NAD 83)
 HN0801
 HN0801|---------------------------------------------------------------------|
 HN0801| PID    Reference Object                     Distance      Geod. Az  |
 HN0801|                                                           dddmmss.s |
 HN0801| HN0797 WAH                                 APPROX.12.1 KM 0412551.5 |
 HN0801|---------------------------------------------------------------------|
 HN0801
 HN0801                          SUPERSEDED SURVEY CONTROL
 HN0801
 HN0801  NAD 83(1992)-  37 06 27.30195(N)    111 51 05.00329(W) AD(       ) 3
 HN0801  NAD 83(1986)-  37 06 27.29932(N)    111 51 05.00321(W) AD(       ) 3
 HN0801  NAD 27      -  37 06 27.35091(N)    111 51 02.36513(W) AD(       ) 3
 HN0801  NGVD 29 (07/19/86) 1423.5    (m)         4670.     (f) VERT ANG       
 HN0801
 HN0801.Superseded values are not recommended for survey control.
 HN0801
 HN0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0801.See file dsdata.pdf to determine how the superseded data were derived.
 HN0801
 HN0801_MARKER: DD = SURVEY DISK
 HN0801_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0801_STAMPING: T43S R1W R1E S36 S31 S1 S6 T43S
 HN0801_MARK LOGO: USGLO
 HN0801_MAGNETIC: P = MARKER IS A STEEL PIPE
 HN0801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0801
 HN0801  HISTORY     - Date     Condition        Report By
 HN0801  HISTORY     - UNK      MONUMENTED       USGLO
 HN0801  HISTORY     - 1954     GOOD             CGS
 HN0801
 HN0801                          STATION DESCRIPTION
 HN0801
 HN0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HN0801'LOCATED ABOUT 39 MI. E. OF KANAB, 10.5 MI. SSE. OF THE JUNCTION OF THE
 HN0801'PARIA AND COTTONWOOD CREEKS ON THE NW. EDGE OF THE EAST CLARK BENCH,
 HN0801'30 FT. S. OF THE CENTER OF COUNTY RD., 40 FT. W. OF THE CENTER OF A
 HN0801'BEND IN WASH, ON A MOUND 4 FT. ABOVE RD.
 HN0801'
 HN0801'TO REACH FROM KANAB POST OFFICE, DRIVE S. FOR 0.05 MI., TURN LEFT ONTO
 HN0801'U.S. HIGHWAY 89 FOR 0.4 MI. E. AND S. TURN LEFT E. ONTO STATE HIGHWAY
 HN0801'136 AND GO 7.8 MI., TURN RIGHT OFF PAVEMENT ONTO PARIA RD. FOR 22.8
 HN0801'MI. ON MAIN TRAVELED RD. TO RD. FORKS, TAKE RIGHT FORK AND FOLLOW
 HN0801'MAIN TRAVELED RD. FOR 3.3 MI. TO STATION ON S. SIDE OF RD.
 HN0801'
 HN0801'STATION MARK - STANDARD USGLO TABLET STAMPED ---T42S R1W R1E S36 S31
 HN0801'S1 S6 T43S ON IRON PIPE PROJECTING 1.2 FT. ABOVE GROUND.
 HN0801'
 HN0801'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0626 ***********************************************************************
 HO0626  DESIGNATION -  T43S R16W SECS 34 35 CC AZ UT
 HO0626  PID         -  HO0626
 HO0626  STATE/COUNTY-  UT/WASHINGTON
 HO0626  COUNTRY     -  US
 HO0626  USGS QUAD   -  SAINT GEORGE (2017)
 HO0626
 HO0626                         *CURRENT SURVEY CONTROL
 HO0626  ______________________________________________________________________
 HO0626* NAD 83(1994) POSITION- 37 00 00.04332(N) 113 37 20.70019(W)   ADJUSTED
 HO0626* NAVD 88 ORTHO HEIGHT -   854.    (meters)     2802.    (feet) VERTCON3
 HO0626  ______________________________________________________________________
 HO0626  GEOID HEIGHT    -        -24.709 (meters)                     GEOID18
 HO0626  LAPLACE CORR    -          2.63  (seconds)                    DEFLEC18
 HO0626  HORZ ORDER      -  SECOND
 HO0626
 HO0626.The horizontal coordinates were established by classical geodetic methods
 HO0626.and adjusted by the National Geodetic Survey in November 1997.
 HO0626
 HO0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0626
 HO0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0626.GEOID18 height accuracy estimate available here.
 HO0626
 HO0626.Click photographs - Photos may exist for this station.
 HO0626
 HO0626.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0626
 HO0626. The following values were computed from the NAD 83(1994) position.
 HO0626
 HO0626;                    North         East     Units Scale Factor Converg.
 HO0626;SPC UT S     - 3,039,139.996   311,088.037   MT  1.00004421   -1 18 01.4
 HO0626;SPC UT S     - 9,970,911.80  1,020,628.00   sFT  1.00004421   -1 18 01.4
 HO0626;UTM  12      - 4,098,088.870   266,645.050   MT  1.00027088   -1 34 44.1
 HO0626
 HO0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0626!SPC UT S     -   0.99986991  x   1.00004421  =   0.99991411
 HO0626!UTM  12      -   0.99986991  x   1.00027088  =   1.00014075
 HO0626
 HO0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STF6664598088(NAD 83)
 HO0626
 HO0626                          SUPERSEDED SURVEY CONTROL
 HO0626
 HO0626  NAD 83(1992)-  37 00 00.04038(N)    113 37 20.70267(W) AD(       ) 2
 HO0626  NAD 83(1986)-  37 00 00.03847(N)    113 37 20.70052(W) AD(       ) 2
 HO0626  NAD 27      -  37 00 00.10910(N)    113 37 17.84540(W) AD(       ) 2
 HO0626  NGVD 29 (07/19/86)  853.     (m)         2799.     (f) VERT ANG       
 HO0626
 HO0626.Superseded values are not recommended for survey control.
 HO0626
 HO0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0626.See file dsdata.pdf to determine how the superseded data were derived.
 HO0626
 HO0626_MARKER: P = PIPE CAP
 HO0626_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HO0626_STAMPING: 1949 T 43S R 18W S 34 S 35
 HO0626_MARK LOGO: USGLO
 HO0626_MAGNETIC: P = MARKER IS A STEEL PIPE
 HO0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0626
 HO0626  HISTORY     - Date     Condition        Report By
 HO0626  HISTORY     - 1960     MONUMENTED       USGLO
 HO0626
 HO0626                          STATION DESCRIPTION
 HO0626
 HO0626'DESCRIBED BY US GENERAL LAND OFFICE 1960
 HO0626'TO REACH STATION JIM FROM THE POST OFFICE IN ST. GEORGE, GO
 HO0626'EAST ON TABERNACLE ST. FOR 0.7 MILE TO 700 EAST ST., TURN RIGHT
 HO0626'AND GO SOUTH FOR 3.5 MILES TO A FORK, TAKE RIGHT FORK AND GO
 HO0626'SOUTHWEST FOR 5.1 MILES TO A CATTLE GUARD AT THE ARIZONA-UTAH
 HO0626'STATE LINE.  CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO A FORK,
 HO0626'TAKE RIGHT FORK AND GO SOUTHWEST ON BLADED ROAD FOR 2.6 MILES
 HO0626'TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE SOUTHWEST ON
 HO0626'TRACK ROAD FOR 0.6 MILE TO A FORK, TAKE RIGHT FORK AND GO WEST
 HO0626'AND NORTHWEST FOR 1.15 MILES TO THE INTERSECTION OF 3 ROADS,
 HO0626'TURN RIGHT ON THE TRACK ROAD THAT LEADS NORTH-NORTHEAST AND
 HO0626'GO 1.35 MILES TO THE BASE OF A SMALL KNOLL ON THE RIGHT AND
 HO0626'END OF TRUCK TRAVEL.  PACK EAST FOR ABOUT 100 YARDS TO THE
 HO0626'TOP OF THE KNOLL AND STATION JIM.
 HO0626'
 HO0626'THE STATION MARK IS A STANDARD GLO DISK RIVETED TO THE TOP OF A 1-1/2
 HO0626'INCH IRON PIPE THAT PROJECTS 18 INCHES.  IT IS STAMPED 1949
 HO0626'T 43S R 18W S 34 S 35.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0800 ***********************************************************************
 HN0800  DESIGNATION -  T43S R1E SEC 8 1/4 COR SOUTH
 HN0800  PID         -  HN0800
 HN0800  STATE/COUNTY-  UT/KANE
 HN0800  COUNTRY     -  US
 HN0800  USGS QUAD   -  BRIDGER POINT (2017)
 HN0800
 HN0800                         *CURRENT SURVEY CONTROL
 HN0800  ______________________________________________________________________
 HN0800* NAD 83(1994) POSITION- 37 04 42.15616(N) 111 49 28.33647(W)   ADJUSTED
 HN0800* NAVD 88 ORTHO HEIGHT -  1446.5   (meters)     4746.    (feet) VERTCON3
 HN0800  ______________________________________________________________________
 HN0800  GEOID HEIGHT    -        -22.878 (meters)                     GEOID18
 HN0800  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 HN0800  HORZ ORDER      -  THIRD
 HN0800
 HN0800.The horizontal coordinates were established by classical geodetic methods
 HN0800.and adjusted by the National Geodetic Survey in November 1997.
 HN0800
 HN0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0800
 HN0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0800.GEOID18 height accuracy estimate available here.
 HN0800
 HN0800.Click photographs - Photos may exist for this station.
 HN0800
 HN0800.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0800
 HN0800. The following values were computed from the NAD 83(1994) position.
 HN0800
 HN0800;                    North         East     Units Scale Factor Converg.
 HN0800;SPC UT S     - 3,045,743.310   471,141.306   MT  1.00002659   -0 11 55.8
 HN0800;SPC UT S     - 9,992,576.18  1,545,736.10   sFT  1.00002659   -0 11 55.8
 HN0800;UTM  12      - 4,103,884.967   426,710.532   MT  0.99966617   -0 29 49.7
 HN0800
 HN0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0800!SPC UT S     -   0.99977665  x   1.00002659  =   0.99980323
 HN0800!UTM  12      -   0.99977665  x   0.99966617  =   0.99944289
 HN0800
 HN0800:                Primary Azimuth Mark                     Grid Az
 HN0800:SPC UT S     -  ADAIR                                    331 52 33.8
 HN0800:UTM  12      -  ADAIR                                    332 10 27.7
 HN0800
 HN0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG2671003884(NAD 83)
 HN0800
 HN0800|---------------------------------------------------------------------|
 HN0800| PID    Reference Object                     Distance      Geod. Az  |
 HN0800|                                                           dddmmss.s |
 HN0800| HN0799 ADAIR                               APPROX. 7.3 KM 3314038.0 |
 HN0800|---------------------------------------------------------------------|
 HN0800
 HN0800                          SUPERSEDED SURVEY CONTROL
 HN0800
 HN0800  NAD 83(1992)-  37 04 42.15515(N)    111 49 28.33690(W) AD(       ) 3
 HN0800  NAD 83(1986)-  37 04 42.15153(N)    111 49 28.33677(W) AD(       ) 3
 HN0800  NAD 27      -  37 04 42.20383(N)    111 49 25.70625(W) AD(       ) 3
 HN0800  NGVD 29 (07/19/86) 1445.5    (m)         4742.     (f) VERT ANG       
 HN0800
 HN0800.Superseded values are not recommended for survey control.
 HN0800
 HN0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0800.See file dsdata.pdf to determine how the superseded data were derived.
 HN0800
 HN0800_MARKER: P = PIPE CAP
 HN0800_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0800_STAMPING: 1/4 COR S8
 HN0800_MARK LOGO: USGLO
 HN0800_MAGNETIC: P = MARKER IS A STEEL PIPE
 HN0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0800
 HN0800  HISTORY     - Date     Condition        Report By
 HN0800  HISTORY     - UNK      MONUMENTED       USGLO
 HN0800  HISTORY     - 1954     GOOD             CGS
 HN0800
 HN0800                          STATION DESCRIPTION
 HN0800
 HN0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HN0800'LOCATED ABOUT 40 MI. E. OF KANAB, 11.5 MI. SSE. OF THE JUNCTION OF
 HN0800'PARIA AND COTTONWOOD CREEKS, ON THE SW. EDGE OF EAST CLARK BENCH, ON
 HN0800'A FENCELINE 0.5 MI. E. OF TRACK RD. PASSING THROUGH FENCE.
 HN0800'
 HN0800'TO REACH FROM KANAB POST OFFICE, DRIVE 0.5 MI. TURN LEFT ONTO U.S.
 HN0800'HIGHWAY 89 FOR 0.4 MI. E. AND S., TURN LEFT E. ONTO STATE HIGHWAY 136
 HN0800'FOR 7.8 MI., TURN RIGHT OFF PAVEMENT ONTO PARIA RD. FOR 22.8 MI. TO RD
 HN0800'FORKS, TAKE RIGHT FORK AND FOLLOW MAIN TRAVELED RD. 13.7 MI. TO PARIA
 HN0800'RIVER, FORD RIVER AND CONTINUE ON MAIN TRAVELED RD. 3.4 MI. TO RD.
 HN0800'FORKS, TAKE RIGHT FORK S. AND CONTINUE S. FOR 2.5 MI., TURN LEFT E.
 HN0800'AT FENCE CROSSING RD. FOR 0.5 MI. ALONG FENCE TO STATION.
 HN0800'
 HN0800'STATION MARK - STANDARD GLO TABLET STAMPED ---1/4 COR S8 ON IRON PIPE
 HN0800'PROJECTING 1 FT. ABOVE GROUND.---
 HN0800'
 HN0800'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0770 ***********************************************************************
 HN0770  DESIGNATION -  T44S R4E SECS 3 4 9 10
 HN0770  PID         -  HN0770
 HN0770  STATE/COUNTY-  UT/KANE
 HN0770  COUNTRY     -  US
 HN0770  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0770
 HN0770                         *CURRENT SURVEY CONTROL
 HN0770  ______________________________________________________________________
 HN0770* NAD 83(1994) POSITION- 37 00 18.69111(N) 111 28 16.07277(W)   ADJUSTED
 HN0770* NAVD 88 ORTHO HEIGHT -  1073.2   (meters)     3521.    (feet) VERTCON3
 HN0770  ______________________________________________________________________
 HN0770  GEOID HEIGHT    -        -23.462 (meters)                     GEOID18
 HN0770  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 HN0770  HORZ ORDER      -  THIRD
 HN0770
 HN0770.The horizontal coordinates were established by classical geodetic methods
 HN0770.and adjusted by the National Geodetic Survey in November 1997.
 HN0770
 HN0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0770
 HN0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0770.GEOID18 height accuracy estimate available here.
 HN0770
 HN0770.Click photographs - Photos may exist for this station.
 HN0770
 HN0770.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0770
 HN0770. The following values were computed from the NAD 83(1994) position.
 HN0770
 HN0770;                    North         East     Units Scale Factor Converg.
 HN0770;SPC UT S     - 3,037,571.422   502,569.585   MT  1.00004298   +0 01 03.7
 HN0770;SPC UT S     - 9,965,765.57  1,648,847.05   sFT  1.00004298   +0 01 03.7
 HN0770;UTM  12      - 4,095,552.062   458,083.307   MT  0.99962164   -0 17 00.9
 HN0770
 HN0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0770!SPC UT S     -   0.99983529  x   1.00004298  =   0.99987826
 HN0770!UTM  12      -   0.99983529  x   0.99962164  =   0.99945699
 HN0770
 HN0770:                Primary Azimuth Mark                     Grid Az
 HN0770:SPC UT S     -  BROWN                                    104 10 01.4
 HN0770:UTM  12      -  BROWN                                    104 28 06.0
 HN0770
 HN0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF5808395552(NAD 83)
 HN0770
 HN0770|---------------------------------------------------------------------|
 HN0770| PID    Reference Object                     Distance      Geod. Az  |
 HN0770|                                                           dddmmss.s |
 HN0770| HN0761 BROWN                               APPROX. 1.6 KM 1041105.1 |
 HN0770|---------------------------------------------------------------------|
 HN0770
 HN0770                          SUPERSEDED SURVEY CONTROL
 HN0770
 HN0770  NAD 83(1992)-  37 00 18.69114(N)    111 28 16.07290(W) AD(       ) 3
 HN0770  NAD 83(1986)-  37 00 18.68636(N)    111 28 16.07354(W) AD(       ) 3
 HN0770  NAD 27      -  37 00 18.73091(N)    111 28 13.50678(W) AD(       ) 3
 HN0770  NGVD 29 (07/19/86) 1072.3    (m)         3518.     (f) VERT ANG       
 HN0770
 HN0770.Superseded values are not recommended for survey control.
 HN0770
 HN0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0770.See file dsdata.pdf to determine how the superseded data were derived.
 HN0770
 HN0770_MARKER: DD = SURVEY DISK
 HN0770_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0770_MARK LOGO: USGLO
 HN0770_MAGNETIC: P = MARKER IS A STEEL PIPE
 HN0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0770
 HN0770  HISTORY     - Date     Condition        Report By
 HN0770  HISTORY     - UNK      MONUMENTED       USGLO
 HN0770  HISTORY     - 1953     GOOD             USGS
 HN0770
 HN0770                          STATION DESCRIPTION
 HN0770
 HN0770'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0770'LOCATED ABOUT 58 MI. E. OF KANAB AND 18 MI. NE. OF MARBLE CANYON
 HN0770'(TOWN).
 HN0770'
 HN0770'STATION MARK - STANDARD GLO TABLET ON IRON PIPE PROJECTING 1.3 FT.
 HN0770'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0525 ***********************************************************************
 LP0525  DESIGNATION -  T4S R12 11W TWP SC
 LP0525  PID         -  LP0525
 LP0525  STATE/COUNTY-  UT/TOOELE
 LP0525  COUNTRY     -  US
 LP0525  USGS QUAD   -  WIG MOUNTAIN NW (2017)
 LP0525
 LP0525                         *CURRENT SURVEY CONTROL
 LP0525  ______________________________________________________________________
 LP0525* NAD 83(1994) POSITION- 40 25 09.07530(N) 113 08 25.02541(W)   ADJUSTED
 LP0525* NAVD 88 ORTHO HEIGHT -  1301.    (meters)     4268.    (feet) VERTCON3
 LP0525  ______________________________________________________________________
 LP0525  GEOID HEIGHT    -        -18.353 (meters)                     GEOID18
 LP0525  LAPLACE CORR    -          4.60  (seconds)                    DEFLEC18
 LP0525  HORZ ORDER      -  SECOND
 LP0525
 LP0525.The horizontal coordinates were established by classical geodetic methods
 LP0525.and adjusted by the National Geodetic Survey in November 1997.
 LP0525
 LP0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0525
 LP0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0525.GEOID18 height accuracy estimate available here.
 LP0525
 LP0525.Click photographs - Photos may exist for this station.
 LP0525
 LP0525.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0525
 LP0525. The following values were computed from the NAD 83(1994) position.
 LP0525
 LP0525;                    North         East     Units Scale Factor Converg.
 LP0525;SPC UT C     - 2,232,850.127   360,804.675   MT  0.99995075   -1 03 02.6
 LP0525;SPC UT C     - 7,325,609.12  1,183,740.00   sFT  0.99995075   -1 03 02.6
 LP0525;UTM  12      - 4,476,484.110   318,421.164   MT  1.00000587   -1 23 17.1
 LP0525
 LP0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0525!SPC UT C     -   0.99979883  x   0.99995075  =   0.99974959
 LP0525!UTM  12      -   0.99979883  x   1.00000587  =   0.99980470
 LP0525
 LP0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK1842176484(NAD 83)
 LP0525
 LP0525                          SUPERSEDED SURVEY CONTROL
 LP0525
 LP0525  NAD 83(1986)-  40 25 09.06660(N)    113 08 25.01411(W) AD(       ) 2
 LP0525  NAD 27      -  40 25 09.29358(N)    113 08 22.08410(W) AD(       ) 2
 LP0525  NGVD 29 (07/19/86) 1300.     (m)         4265.     (f) VERT ANG       
 LP0525
 LP0525.Superseded values are not recommended for survey control.
 LP0525
 LP0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0525.See file dsdata.pdf to determine how the superseded data were derived.
 LP0525
 LP0525_MARKER: Z = SEE DESCRIPTION
 LP0525_SETTING: 0 = UNSPECIFIED SETTING
 LP0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0525
 LP0525  HISTORY     - Date     Condition        Report By
 LP0525  HISTORY     - 1965     MONUMENTED       CGS
 LP0525
 LP0525                          STATION DESCRIPTION
 LP0525
 LP0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0525'THE STATION MARKED BY 4 X 4 POST SET IN THE GROUND.  THE MARKING
 LP0525'ON THE POST NO LONGER VISIBLE.
 LP0525'
 LP0525'TO REACH THE STATION FROM THE DITTO TECHNICAL CENTER AT DUGWAY
 LP0525'GO WEST FOR 1.8 MILES TO A GUARD GATE AND A FORK.  TAKE THE
 LP0525'RIGHT FORK LEADING WEST FOR 4.6 MILES TO A FORK ON THE WEST
 LP0525'SIDE OF THE BAKER AREA.  TAKE THE RIGHT FORK LEADING NORTH FOR
 LP0525'11.75 MILES TO THE NORTH WIG GRID AREA.  PROCEED TO THE SOUTHWEST
 LP0525'CORNER OF THE GRID AND TAKE THE THIRD TRAIL TO THE EDGE OF THE
 LP0525'SALT FLATS.  GO SOUTHWEST FOR 0.75 MILE TO THE TOWNSHIP LINE.
 LP0525'FOLLOW THE TOWNSHIP LINE WEST FOR ABOUT 2.5 MILES TO THE
 LP0525'TOWNSHIP CORNER AND STATION, TWP CORNER (GLO) R. 12W. T.5S.
 LP0525'TURN RIGHT AND GO NORTH FOR 6.0 MILES ALONG THE TOWNSHIP LINE
 LP0525'TO THE TOWNSHIP CORNER AND STATION, TWP CORNER (GLO) R.12W. T.4S.
 LP0525'TURN LEFT AND GO WEST FOR 6.0 MILES TO THE TOWNSHIP CORNER
 LP0525'AND STATION, TWP CORNER (GLO) R.13W. T.4S.  TURN LEFT AND GO
 LP0525'SOUTH ALONG THE TOWNSHIP LINE FOR 6.0 MILES TO THE
 LP0525'TOWNSHIP CORNER AND STATION, TWP CORNER (GLO) R.13W.
 LP0525'T.5S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0565 ***********************************************************************
 LP0565  DESIGNATION -  T4S R13 12W TWP SC
 LP0565  PID         -  LP0565
 LP0565  STATE/COUNTY-  UT/TOOELE
 LP0565  COUNTRY     -  US
 LP0565  USGS QUAD   -  WILDCAT MOUNTAIN (2017)
 LP0565
 LP0565                         *CURRENT SURVEY CONTROL
 LP0565  ______________________________________________________________________
 LP0565* NAD 83(1994) POSITION- 40 25 09.05438(N) 113 15 16.21279(W)   ADJUSTED
 LP0565* NAVD 88 ORTHO HEIGHT -  1299.    (meters)     4262.    (feet) VERTCON3
 LP0565  ______________________________________________________________________
 LP0565  GEOID HEIGHT    -        -18.457 (meters)                     GEOID18
 LP0565  LAPLACE CORR    -          0.76  (seconds)                    DEFLEC18
 LP0565  HORZ ORDER      -  SECOND
 LP0565
 LP0565.The horizontal coordinates were established by classical geodetic methods
 LP0565.and adjusted by the National Geodetic Survey in November 1997.
 LP0565
 LP0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0565
 LP0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0565.GEOID18 height accuracy estimate available here.
 LP0565
 LP0565.Click photographs - Photos may exist for this station.
 LP0565
 LP0565.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0565
 LP0565. The following values were computed from the NAD 83(1994) position.
 LP0565
 LP0565;                    North         East     Units Scale Factor Converg.
 LP0565;SPC UT C     - 2,233,033.421   351,113.213   MT  0.99995074   -1 07 26.0
 LP0565;SPC UT C     - 7,326,210.48  1,151,943.93   sFT  0.99995074   -1 07 26.0
 LP0565;UTM  12      - 4,476,724.563   308,730.203   MT  1.00005035   -1 27 43.9
 LP0565
 LP0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0565!SPC UT C     -   0.99979916  x   0.99995074  =   0.99974991
 LP0565!UTM  12      -   0.99979916  x   1.00005035  =   0.99984950
 LP0565
 LP0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK0873076724(NAD 83)
 LP0565
 LP0565                          SUPERSEDED SURVEY CONTROL
 LP0565
 LP0565  NAD 83(1986)-  40 25 09.04466(N)    113 15 16.20166(W) AD(       ) 2
 LP0565  NAD 27      -  40 25 09.27211(N)    113 15 13.26091(W) AD(       ) 2
 LP0565  NGVD 29 (07/19/86) 1298.     (m)         4259.     (f) VERT ANG       
 LP0565
 LP0565.Superseded values are not recommended for survey control.
 LP0565
 LP0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0565.See file dsdata.pdf to determine how the superseded data were derived.
 LP0565
 LP0565_MARKER: Z = SEE DESCRIPTION
 LP0565_SETTING: 0 = UNSPECIFIED SETTING
 LP0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0565
 LP0565  HISTORY     - Date     Condition        Report By
 LP0565  HISTORY     - 1965     MONUMENTED       CGS
 LP0565
 LP0565                          STATION DESCRIPTION
 LP0565
 LP0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0565'THE STATION MARKED BY 4 X 4 POST SET IN THE GROUND.  THE MARKING
 LP0565'ON THE POST NO LONGER VISIBLE.
 LP0565'
 LP0565'TO REACH THE STATION FROM THE DITTO TECHNICAL CENTER AT DUGWAY
 LP0565'GO WEST FOR 1.8 MILES TO A GUARD GATE AND A FORK.  TAKE THE RIGHT
 LP0565'FORK LEADING WEST FOR 4.6 MILES TO A FORK ON THE WEST SIDE OF THE
 LP0565'BAKER AREA.  TAKE THE RIGHT FORK LEADING NORTH FOR 11.75 MILES
 LP0565'TO THE NORTH WIG GRID AREA.  PROCEED TO THE SOUTHWEST CORNER
 LP0565'OF THE GRID AND TAKE THE THIRD TRAIL TO THE EDGE OF THE SALT
 LP0565'FLATS.  GO SOUTHWEST FOR 0.75 MILE TO THE TOWNSHIP LINE.
 LP0565'FOLLOW THE TOWNSHIP LINE WEST FOR ABOUT 2.5 MILES TO THE
 LP0565'TOWNSHIP CORNER AND STATION, TWP CORNER (GLO) R. 12W. T.5S.
 LP0565'TURN RIGHT AND GO NORTH FOR 6.0 MILES ALONG THE TOWNSHIP
 LP0565'LINE TO THE TOWNSHIP CORNER AND STATION, TWP CORNER (GLO)
 LP0565'R.12W. T.4S.  TURN LEFT AND GO WEST FOR 6.0 MILES TO THE TOWNSHIP
 LP0565'CORNER AND STATION, TWP CORNER (GLO) R.13W. T.4S.  TURN LEFT
 LP0565'AND GO SOUTH ALONG THE TOWNSHIP LINE FOR 6.0 MILES TO THE
 LP0565'TOWNSHIP CORNER AND STATION, TWP CORNER (GLO) R.13W. T.5S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0814 ***********************************************************************
 LO0814  DESIGNATION -  T4S R1W SECS 15 16 1/4 COR
 LO0814  PID         -  LO0814
 LO0814  STATE/COUNTY-  UT/SALT LAKE
 LO0814  COUNTRY     -  US
 LO0814  USGS QUAD   -  JORDAN NARROWS (2017)
 LO0814
 LO0814                         *CURRENT SURVEY CONTROL
 LO0814  ______________________________________________________________________
 LO0814* NAD 83(1994) POSITION- 40 28 17.16207(N) 111 56 54.33783(W)   ADJUSTED
 LO0814* NAVD 88 ORTHO HEIGHT -  1418.8   (meters)     4655.    (feet) VERTCON3
 LO0814  ______________________________________________________________________
 LO0814  GEOID HEIGHT    -        -17.310 (meters)                     GEOID18
 LO0814  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 LO0814  HORZ ORDER      -  FIRST
 LO0814
 LO0814.The horizontal coordinates were established by classical geodetic methods
 LO0814.and adjusted by the National Geodetic Survey in November 1997.
 LO0814
 LO0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0814
 LO0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0814.GEOID18 height accuracy estimate available here.
 LO0814
 LO0814.Click photographs - Photos may exist for this station.
 LO0814
 LO0814.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0814
 LO0814. The following values were computed from the NAD 83(1994) position.
 LO0814
 LO0814;                    North         East     Units Scale Factor Converg.
 LO0814;SPC UT C     - 2,237,470.424   461,973.375   MT  0.99996046   -0 17 14.1
 LO0814;SPC UT C     - 7,340,767.55  1,515,657.65   sFT  0.99996046   -0 17 14.1
 LO0814;UTM  12      - 4,480,515.837   419,601.444   MT  0.99967956   -0 36 56.3
 LO0814
 LO0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0814!SPC UT C     -   0.99978019  x   0.99996046  =   0.99974066
 LO0814!UTM  12      -   0.99978019  x   0.99967956  =   0.99945982
 LO0814
 LO0814:                Primary Azimuth Mark                     Grid Az
 LO0814:SPC UT C     -  4S1W 1510                                139 27 22.5
 LO0814:UTM  12      -  4S1W 1510                                139 47 04.7
 LO0814
 LO0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1960180515(NAD 83)
 LO0814
 LO0814|---------------------------------------------------------------------|
 LO0814| PID    Reference Object                     Distance      Geod. Az  |
 LO0814|                                                           dddmmss.s |
 LO0814| CM6569 T4S R1W SECS 15 16 1/4 COR RM 1      13.564 METERS 04024     |
 LO0814| LO0812 4S1W 1510                           APPROX. 1.1 KM 1391008.4 |
 LO0814| CM6570 T4S R1W SECS 15 16 1/4 COR RM 2      10.752 METERS 29755     |
 LO0814|---------------------------------------------------------------------|
 LO0814
 LO0814                          SUPERSEDED SURVEY CONTROL
 LO0814
 LO0814  NAD 83(1993)-  40 28 17.16183(N)    111 56 54.33686(W) AD(       ) 1
 LO0814  NAD 83(1986)-  40 28 17.15115(N)    111 56 54.33155(W) AD(       ) 1
 LO0814  NAD 27      -  40 28 17.33332(N)    111 56 51.56462(W) AD(       ) 1
 LO0814  NGVD 29 (07/19/86) 1417.8    (m)         4652.     (f) VERT ANG       
 LO0814
 LO0814.Superseded values are not recommended for survey control.
 LO0814
 LO0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0814.See file dsdata.pdf to determine how the superseded data were derived.
 LO0814
 LO0814_MARKER: DD = SURVEY DISK
 LO0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0814
 LO0814  HISTORY     - Date     Condition        Report By
 LO0814  HISTORY     - 1973     MONUMENTED       UT-035
 LO0814
 LO0814                          STATION DESCRIPTION
 LO0814
 LO0814'DESCRIBED BY SALT LAKE COUNTY UTAH 1973 (JRS)
 LO0814'THE STATION IS LOCATED ABOUT 5.5 MILES EAST-SOUTHEAST OF
 LO0814'HERRIMAN, 3.5 MILES NORTH-NORTHWEST OF CAMP WILLIAMS, AND 3 MILES
 LO0814'SOUTH OF RIVERTON AT AN INTERSECTION OF UNSURFACED FENCED LANES
 LO0814'OF 15000 SOUTH AND 2200 WEST STREETS EXTENDED.
 LO0814'
 LO0814'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 68
 LO0814'(REDWOOD ROAD) AND STATE HIGHWAY 71 (12600 SOUTH STREET) IN
 LO0814'RIVERTON GO SOUTH ON STATE HIGHWAY 68 FOR 3.5 MILES TO A NARROW
 LO0814'LANE AND GATE ON THE RIGHT WITH A DRIVEWAY ON THE LEFT.  TURN
 LO0814'RIGHT THROUGH GATE AND GO WEST UP NARROW LANE 0.1 MILE TO STATION
 LO0814'ON RIGHT.
 LO0814'
 LO0814'TO REACH SALT LAKE COUNTY MARK 4S 1W 1510, WHICH CAN SERVE AS
 LO0814'AN AZIMUTH MARK, FROM THE GATE MENTIONED ABOVE CONTINUE SOUTH
 LO0814'ON STATE HIGHWAY 68 FOR 0.5 MILE TO GATE ON LEFT AT DIRT
 LO0814'CROSSROAD.  TURN LEFT THROUGH GATE AND GO EAST 0.2 MILE TO MARK
 LO0814'ON RIGHT.
 LO0814'
 LO0814'THE STATION MARK IS A SALT LAKE COUNTY SURVEY DISK STAMPED
 LO0814'T4S R1W 4 COR 16 15 1973 CEMENTED IN AN 8-INCH DIAMETER CONCRETE
 LO0814'CYLINDER 3 INCHES DOWN IN A 10-INCH DIAMETER IRON PIPE SURROUNDED
 LO0814'BY A 14-INCH SQUARE CONCRETE BASE WITH METAL COVER.  IT IS 37
 LO0814'FEET WEST OF A T-FENCE CORNER, 33 FEET EAST OF A T-FENCE CORNER,
 LO0814'18 FEET NORTH OF THE CENTER OF THE LANE OF 15000 SOUTH STREET
 LO0814'AND 46 FEET EAST OF A METAL WITNESS POST AT REFERENCE MARK 2.
 LO0814'
 LO0814'REFERENCE MARK 1 IS A STANDARD DISK STAMPED T4S R1W 4 COR 16 15
 LO0814'NO 1 1973 CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL
 LO0814'CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  IT IS 33
 LO0814'FEET NORTH OF THE NORTH FENCE ALONG THE LANE OF 15000 SOUTH
 LO0814'STREET, 21 FEET EAST OF THE CENTER OF THE LANE OF 2200 WEST STREET
 LO0814'AND 8 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE OF THE LANE OF
 LO0814'2200 WEST STREET.
 LO0814'
 LO0814'REFERENCE MARK 2 IS A STANDARD DISK STAMPED T4S R1W 4 COR 16 15
 LO0814'NO 2 1973 CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL
 LO0814'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND.  IT IS 40
 LO0814'FEET WEST OF THE CENTER OF THE LANE OF 2200 WEST STREET, 16
 LO0814'FEET NORTH OF A T-FENCE INTERSECTION AND 1 FOOT NORTH OF A METAL
 LO0814'WITNESS POST WITH SIGN.
 LO0814'
 LO0814'SALT LAKE COUNTY SURVEY MARK 4S 1W 1510 WHICH CAN SERVE AS AN
 LO0814'AZIMUTH MARK IS A TRIANGULAR SHAPED MARK STAMPED POT 15/22
 LO0814'CEMENTED IN THE TOP OF AN 8-INCH DIAMETER CONCRETE CYLINDER 3
 LO0814'INCHES BELOW GROUND SET IN A 15-INCH SQUARE CONCRETE BASE AROUND
 LO0814'A 10-INCH DIAMETER IRON PIPE WITH METAL COVER FLUSH WITH THE
 LO0814'GROUND SURFACE.  IT IS ON THE EAST SHOULDER OF THE NORTH-SOUTH
 LO0814'RIDGE 115 FEET EAST OF A FORK IN THE TRACK ROAD AND 9 FEET
 LO0814'SOUTH OF THE CENTER OF THE TRACK ROAD.
 LO0814'
 LO0814'GEODIMETER DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0734 ***********************************************************************
 LO0734  DESIGNATION -  T4S R8E SECS 8 9 16 17
 LO0734  PID         -  LO0734
 LO0734  STATE/COUNTY-  UT/WASATCH
 LO0734  COUNTRY     -  US
 LO0734  USGS QUAD   -  WOLF CREEK SUMMIT (2017)
 LO0734
 LO0734                         *CURRENT SURVEY CONTROL
 LO0734  ______________________________________________________________________
 LO0734* NAD 83(1994) POSITION- 40 28 45.36829(N) 111 03 05.15668(W)   ADJUSTED
 LO0734* NAVD 88 ORTHO HEIGHT -  2967.1   (meters)     9735.    (feet) VERTCON3
 LO0734  ______________________________________________________________________
 LO0734  GEOID HEIGHT    -        -14.288 (meters)                     GEOID18
 LO0734  LAPLACE CORR    -          7.23  (seconds)                    DEFLEC18
 LO0734  HORZ ORDER      -  THIRD
 LO0734
 LO0734.The horizontal coordinates were established by classical geodetic methods
 LO0734.and adjusted by the National Geodetic Survey in November 1997.
 LO0734
 LO0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0734
 LO0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0734.GEOID18 height accuracy estimate available here.
 LO0734
 LO0734.Click photographs - Photos may exist for this station.
 LO0734
 LO0734.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0734
 LO0734. The following values were computed from the NAD 83(1994) position.
 LO0734
 LO0734;                    North         East     Units Scale Factor Converg.
 LO0734;SPC UT C     - 2,238,340.474   538,034.169   MT  0.99996199   +0 17 14.4
 LO0734;SPC UT C     - 7,343,622.04  1,765,200.44   sFT  0.99996199   +0 17 14.4
 LO0734;UTM  12      - 4,480,954.865   495,640.592   MT  0.99960023   -0 02 00.2
 LO0734
 LO0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0734!SPC UT C     -   0.99953700  x   0.99996199  =   0.99949901
 LO0734!UTM  12      -   0.99953700  x   0.99960023  =   0.99913742
 LO0734
 LO0734:                Primary Azimuth Mark                     Grid Az
 LO0734:SPC UT C     -  CAMP                                     051 55 49.7
 LO0734:UTM  12      -  CAMP                                     052 15 04.3
 LO0734
 LO0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK9564080954(NAD 83)
 LO0734
 LO0734|---------------------------------------------------------------------|
 LO0734| PID    Reference Object                     Distance      Geod. Az  |
 LO0734|                                                           dddmmss.s |
 LO0734| LO0733 CAMP                                APPROX. 1.2 KM 0521304.1 |
 LO0734|---------------------------------------------------------------------|
 LO0734
 LO0734                          SUPERSEDED SURVEY CONTROL
 LO0734
 LO0734  NAD 83(1993)-  40 28 45.36770(N)    111 03 05.15539(W) AD(       ) 3
 LO0734  NAD 83(1986)-  40 28 45.35419(N)    111 03 05.14583(W) AD(       ) 3
 LO0734  NAD 27      -  40 28 45.55379(N)    111 03 02.54656(W) AD(       ) 3
 LO0734  NGVD 29 (07/19/86) 2965.7    (m)         9730.     (f) VERT ANG       
 LO0734
 LO0734.Superseded values are not recommended for survey control.
 LO0734
 LO0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0734.See file dsdata.pdf to determine how the superseded data were derived.
 LO0734
 LO0734_MARKER: P = PIPE CAP
 LO0734_SETTING: 0 = UNSPECIFIED SETTING
 LO0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0734
 LO0734  HISTORY     - Date     Condition        Report By
 LO0734  HISTORY     - 1964     MONUMENTED       USGLO
 LO0734
 LO0734                          STATION DESCRIPTION
 LO0734
 LO0734'DESCRIBED BY US GENERAL LAND OFFICE 1964
 LO0734'LOCATED ABOUT 1.3 MI. W. OF THE WOLF CREEK GUARD STATION, ABOUT 300
 LO0734'FT. N. OF RD. LEADING W. FROM THE WOLF CREEK GUARD STATION.
 LO0734'
 LO0734'STATION MARK - U.S. GENERAL LAND OFFICE CAP STAMPED ---T4S R8E S8 S9
 LO0734'S17 S16--- PROJECTING 0.8 FT. ABOVE GROUND.
 LO0734'
 LO0734'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0510 ***********************************************************************
 LO0510  DESIGNATION -  T5S R1W R1E SECS 19 24 25 30
 LO0510  PID         -  LO0510
 LO0510  STATE/COUNTY-  UT/UTAH
 LO0510  COUNTRY     -  US
 LO0510  USGS QUAD   -  SARATOGA SPRINGS (2017)
 LO0510
 LO0510                         *CURRENT SURVEY CONTROL
 LO0510  ______________________________________________________________________
 LO0510* NAD 83(1994) POSITION- 40 21 44.20335(N) 111 53 14.39807(W)   ADJUSTED
 LO0510* NAVD 88 ORTHO HEIGHT -  1370.568 (meters)     4496.61  (feet) ADJUSTED
 LO0510  ______________________________________________________________________
 LO0510  GEOID HEIGHT    -        -17.352 (meters)                     GEOID18
 LO0510  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 LO0510  DYNAMIC HEIGHT  -       1369.413 (meters)     4492.82  (feet) COMP
 LO0510  MODELED GRAVITY -    979,735.9   (mgal)                       NAVD 88
 LO0510
 LO0510  HORZ ORDER      -  THIRD
 LO0510  VERT ORDER      -  SECOND    CLASS 0
 LO0510
 LO0510.The horizontal coordinates were established by classical geodetic methods
 LO0510.and adjusted by the National Geodetic Survey in November 1997.
 LO0510
 LO0510.The orthometric height was determined by differential leveling and
 LO0510.adjusted by the NATIONAL GEODETIC SURVEY
 LO0510.in June 1991.
 LO0510
 LO0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0510.GEOID18 height accuracy estimate available here.
 LO0510
 LO0510.Click photographs - Photos may exist for this station.
 LO0510
 LO0510.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0510
 LO0510.The dynamic height is computed by dividing the NAVD 88
 LO0510.geopotential number by the normal gravity value computed on the
 LO0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0510.degrees latitude (g = 980.6199 gals.).
 LO0510
 LO0510.The modeled gravity was interpolated from observed gravity values.
 LO0510
 LO0510. The following values were computed from the NAD 83(1994) position.
 LO0510
 LO0510;                    North         East     Units Scale Factor Converg.
 LO0510;SPC UT C     - 2,225,326.050   467,101.657   MT  0.99994111   -0 14 53.2
 LO0510;SPC UT C     - 7,300,923.88  1,532,482.69   sFT  0.99994111   -0 14 53.2
 LO0510;UTM  12      - 4,468,345.710   424,658.840   MT  0.99966987   -0 34 28.8
 LO0510
 LO0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0510!SPC UT C     -   0.99978776  x   0.99994111  =   0.99972889
 LO0510!UTM  12      -   0.99978776  x   0.99966987  =   0.99945770
 LO0510
 LO0510:                Primary Azimuth Mark                     Grid Az
 LO0510:SPC UT C     -  CEDAR POINT                              305 55 08.9
 LO0510:UTM  12      -  CEDAR POINT                              306 14 44.5
 LO0510
 LO0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2465868345(NAD 83)
 LO0510
 LO0510|---------------------------------------------------------------------|
 LO0510| PID    Reference Object                     Distance      Geod. Az  |
 LO0510|                                                           dddmmss.s |
 LO0510| LO0816 CEDAR POINT                         APPROX. 9.9 KM 3054015.7 |
 LO0510|---------------------------------------------------------------------|
 LO0510
 LO0510                          SUPERSEDED SURVEY CONTROL
 LO0510
 LO0510  NAD 83(1993)-  40 21 44.20291(N)    111 53 14.39700(W) AD(       ) 3
 LO0510  NAD 83(1986)-  40 21 44.19192(N)    111 53 14.39261(W) AD(       ) 3
 LO0510  NAD 27      -  40 21 44.36579(N)    111 53 11.63515(W) AD(       ) 3
 LO0510  NGVD 29 (??/??/92) 1369.585  (m)         4493.38   (f) ADJ UNCH    2 0
 LO0510  NGVD 29 (07/19/86) 1369.9    (m)         4494.     (f) VERT ANG       
 LO0510
 LO0510.Superseded values are not recommended for survey control.
 LO0510
 LO0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0510.See file dsdata.pdf to determine how the superseded data were derived.
 LO0510
 LO0510_MARKER: DD = SURVEY DISK
 LO0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0510_STAMPING: S24 S19 S25 S30 1928
 LO0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0510+STABILITY: SURFACE MOTION
 LO0510
 LO0510  HISTORY     - Date     Condition        Report By
 LO0510  HISTORY     - 1928     MONUMENTED       USGLO
 LO0510  HISTORY     - 1934     GOOD             CGS
 LO0510  HISTORY     - 1950     GOOD             USGS
 LO0510
 LO0510                          STATION DESCRIPTION
 LO0510
 LO0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0510'3.4 MI SW FROM LEHI.
 LO0510'3.4 MILES SOUTH AND WEST ALONG THE ROAD LEADING TO THE UTAH LAKE
 LO0510'PUMPING PLANT FROM THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION
 LO0510'AT LEHI, UTAH COUNTY, ABOUT 1/2 MILE EAST OF THE PUMPING STATION, 150
 LO0510'FEET WEST OF A RIGHT-ANGLE TURN IN THE ROAD, AT THE CORNER COMMON TO
 LO0510'SECTIONS 24, 19, 25 AND 30, T 5 S, R 1 E AND R 1 W, 12 FEET NORTH OF
 LO0510'THE CENTERLINE OF THE ROAD, AND IN THE FENCE LINE.  A UNITED STATES
 LO0510'GEOLOGICAL SURVEY STANDARD DISK, STAMPED S 24 S 19 S 25 S 30 1928 AND
 LO0510'SET IN THE TOP OF A CONCRETE POST.
 LO0510
 LO0510                          STATION RECOVERY (1950)
 LO0510
 LO0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 LO0510'DESCRIBED AS FOLLOWS.
 LO0510'
 LO0510'TBM SW. CORNER SEC. 19, IN UTAH COUNTY, ABOUT 2 MI. W. AND 1.7 MI. S.
 LO0510'OF LEHI ALONG THE RD. TO SARATOGA SPRINGS, ON THE U.S.G.L.O.
 LO0510'SECTION MARKER FOR SECS. 19, 24, 25, 30, T 5 S, R 1 W AND 1 E.  THE
 LO0510'SECTION MARKER CONSISTS OF A STEEL POST MOUNTED WITH A BRASS CAP SET
 LO0510'IN CONCRETE POST.
 LO0510'
 LO0510'TO REACH FROM RAILROAD CROSSING AT W. EDGE OF
 LO0510'TOWN OF LEHI, DRIVE 1.7 MI. W. OF STATE HIGHWAY 68, TURN LEFT (S.)
 LO0510'1.6 MI. TO CURVE TO W. ABOUT 0.1 MI. N. OF LAKE UTAH.  POST IS ON S.
 LO0510'SIDE OF CURVE AND ABOUT 15 FT. N. OF DIRT RD.
 LO0510'
 LO0510'STATION MARK--U.S.G.L.O. TABLET STAMPED ---T5S R1W R1E S19 24 25 30
 LO0510'1928---, IN CONCRETE POST PROJECTING 1.5 FT. ABOVE BANK ALONG DITCH.
 LO0510'
 LO0510'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0523 ***********************************************************************
 LP0523  DESIGNATION -  T6 5S R12 11W TWP CORNER
 LP0523  PID         -  LP0523
 LP0523  STATE/COUNTY-  UT/TOOELE
 LP0523  COUNTRY     -  US
 LP0523  USGS QUAD   -  WIG MOUNTAIN SW (2017)
 LP0523
 LP0523                         *CURRENT SURVEY CONTROL
 LP0523  ______________________________________________________________________
 LP0523* NAD 83(1994) POSITION- 40 20 28.98012(N) 113 08 24.98765(W)   ADJUSTED
 LP0523* NAVD 88 ORTHO HEIGHT -  1303.    (meters)     4275.    (feet) VERTCON3
 LP0523  ______________________________________________________________________
 LP0523  GEOID HEIGHT    -        -18.530 (meters)                     GEOID18
 LP0523  LAPLACE CORR    -          4.20  (seconds)                    DEFLEC18
 LP0523  HORZ ORDER      -  SECOND
 LP0523
 LP0523.The horizontal coordinates were established by classical geodetic methods
 LP0523.and adjusted by the National Geodetic Survey in November 1997.
 LP0523
 LP0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0523
 LP0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0523.GEOID18 height accuracy estimate available here.
 LP0523
 LP0523.Click photographs - Photos may exist for this station.
 LP0523
 LP0523.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0523
 LP0523. The following values were computed from the NAD 83(1994) position.
 LP0523
 LP0523;                    North         East     Units Scale Factor Converg.
 LP0523;SPC UT C     - 2,224,212.514   360,647.146   MT  0.99993782   -1 03 02.6
 LP0523;SPC UT C     - 7,297,270.56  1,183,223.18   sFT  0.99993782   -1 03 02.6
 LP0523;UTM  12      - 4,467,847.034   318,212.934   MT  1.00000681   -1 23 09.1
 LP0523
 LP0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0523!SPC UT C     -   0.99979854  x   0.99993782  =   0.99973637
 LP0523!UTM  12      -   0.99979854  x   1.00000681  =   0.99980535
 LP0523
 LP0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK1821267847(NAD 83)
 LP0523
 LP0523                          SUPERSEDED SURVEY CONTROL
 LP0523
 LP0523  NAD 83(1986)-  40 20 28.97190(N)    113 08 24.97622(W) AD(       ) 2
 LP0523  NAD 27      -  40 20 29.19679(N)    113 08 22.05246(W) AD(       ) 2
 LP0523  NGVD 29 (07/19/86) 1302.     (m)         4272.     (f) VERT ANG       
 LP0523
 LP0523.Superseded values are not recommended for survey control.
 LP0523
 LP0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0523.See file dsdata.pdf to determine how the superseded data were derived.
 LP0523
 LP0523_MARKER: Z = SEE DESCRIPTION
 LP0523_SETTING: 0 = UNSPECIFIED SETTING
 LP0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0523
 LP0523  HISTORY     - Date     Condition        Report By
 LP0523  HISTORY     - 1965     MONUMENTED       CGS
 LP0523
 LP0523                          STATION DESCRIPTION
 LP0523
 LP0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0523'THE STATION MARKED BY 4 X 4 POST SET IN THE GROUND.  THE MARKING
 LP0523'ON THE POST NO LONGER VISIBLE.
 LP0523'
 LP0523'TO REACH THE STATION FROM THE DITTO TECHNICAL CENTER AT DUGWAY
 LP0523'GO WEST FOR 1.8 MILES TO A GUARD GATE AND A FORK.  TAKE THE
 LP0523'RIGHT FORK LEADING WEST FOR 4.6 MILES TO A FORK ON THE WEST
 LP0523'SIDE OF THE BAKER AREA.  TAKE THE RIGHT FORK LEADING NORTH FOR
 LP0523'11.75 MILES TO THE NORTH WIG GRID AREA.  PROCEED TO THE
 LP0523'SOUTHWEST CORNER OF THE GRID AND TAKE THE THIRD TRAIL TO THE
 LP0523'EDGE OF THE SALT FLATS.  GO SOUTHWEST FOR 0.75 MILE TO THE
 LP0523'TOWNSHIP LINE.  FOLLOW THE TOWNSHIP LINE WEST FOR ABOUT 2.5
 LP0523'MILES TO THE TOWNSHIP CORNER AND STATION, TWP CORNER (GLO) R.
 LP0523'12W. T.5S.  TURN RIGHT AND GO NORTH FOR 6.0 MILES ALONG THE
 LP0523'TOWNSHIP LINE TO THE TOWNSHIP CORNER AND STATION, TWP CORNER
 LP0523'(GLO) R.12W.  T.4S.  TURN LEFT AND GO WEST FOR 6.0 MILES TO
 LP0523'THE TOWNSHIP CORNER AND STATION, TWP CORNER (GLO) R.13W.
 LP0523'T.4S.  TURN LEFT AND GO SOUTH ALONG THE TOWNSHIP LINE FOR
 LP0523'6.0 MILES TO THE TOWNSHIP CORNER AND STATION, TWP CORNER (GLO)
 LP0523'R.13W. T.5S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0566 ***********************************************************************
 LP0566  DESIGNATION -  T6 5S R13W TWP CORNER
 LP0566  PID         -  LP0566
 LP0566  STATE/COUNTY-  UT/TOOELE
 LP0566  COUNTRY     -  US
 LP0566  USGS QUAD   -  WILDCAT MOUNTAIN SE (2017)
 LP0566
 LP0566                         *CURRENT SURVEY CONTROL
 LP0566  ______________________________________________________________________
 LP0566* NAD 83(1994) POSITION- 40 20 28.98274(N) 113 15 16.15672(W)   ADJUSTED
 LP0566* NAVD 88 ORTHO HEIGHT -  1301.    (meters)     4268.    (feet) VERTCON3
 LP0566  ______________________________________________________________________
 LP0566  GEOID HEIGHT    -        -18.653 (meters)                     GEOID18
 LP0566  LAPLACE CORR    -          1.43  (seconds)                    DEFLEC18
 LP0566  HORZ ORDER      -  SECOND
 LP0566
 LP0566.The horizontal coordinates were established by classical geodetic methods
 LP0566.and adjusted by the National Geodetic Survey in November 1997.
 LP0566
 LP0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0566
 LP0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0566.GEOID18 height accuracy estimate available here.
 LP0566
 LP0566.Click photographs - Photos may exist for this station.
 LP0566
 LP0566.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0566
 LP0566. The following values were computed from the NAD 83(1994) position.
 LP0566
 LP0566;                    North         East     Units Scale Factor Converg.
 LP0566;SPC UT C     - 2,224,396.734   350,945.100   MT  0.99993782   -1 07 26.0
 LP0566;SPC UT C     - 7,297,874.95  1,151,392.38   sFT  0.99993782   -1 07 26.0
 LP0566;UTM  12      - 4,468,088.092   308,511.249   MT  1.00005139   -1 27 35.5
 LP0566
 LP0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0566!SPC UT C     -   0.99979887  x   0.99993782  =   0.99973671
 LP0566!UTM  12      -   0.99979887  x   1.00005139  =   0.99985025
 LP0566
 LP0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK0851168088(NAD 83)
 LP0566
 LP0566                          SUPERSEDED SURVEY CONTROL
 LP0566
 LP0566  NAD 83(1986)-  40 20 28.97362(N)    113 15 16.14514(W) AD(       ) 2
 LP0566  NAD 27      -  40 20 29.20159(N)    113 15 13.20812(W) AD(       ) 2
 LP0566  NGVD 29 (07/19/86) 1300.     (m)         4265.     (f) VERT ANG       
 LP0566
 LP0566.Superseded values are not recommended for survey control.
 LP0566
 LP0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0566.See file dsdata.pdf to determine how the superseded data were derived.
 LP0566
 LP0566_MARKER: Z = SEE DESCRIPTION
 LP0566_SETTING: 0 = UNSPECIFIED SETTING
 LP0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0566
 LP0566  HISTORY     - Date     Condition        Report By
 LP0566  HISTORY     - 1965     MONUMENTED       CGS
 LP0566
 LP0566                          STATION DESCRIPTION
 LP0566
 LP0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0566'THE STATION MARKED BY 4 X 4 POST SET IN THE GROUND.  THE MARKING
 LP0566'ON THE POST NO LONGER VISIBLE.
 LP0566'
 LP0566'TO REACH THE STATION FROM THE DITTO TECHNICAL CENTER AT DUGWAY
 LP0566'GO WEST FOR 1.8 MILES TO A GUARD GATE AND A FORK.  TAKE THE RIGHT
 LP0566'FORK LEADING WEST FOR 4.6 MILES TO A FORK ON THE WEST SIDE OF
 LP0566'THE BAKER AREA.  TAKE THE RIGHT FORK LEADING NORTH FOR 11.75
 LP0566'MILES TO THE NORTH WIG GRID AREA.  PROCEED TO THE SOUTHWEST
 LP0566'CORNER OF THE GRID AND TAKE THE THIRD TRAIL TO THE EDGE OF
 LP0566'THE SALT FLATS.  GO SOUTHWEST FOR 0.75 MILE TO THE TOWNSHIP
 LP0566'LINE.  FOLLOW THE TOWNSHIP LINE WEST FOR ABOUT 2.5 MILES TO
 LP0566'THE TOWNSHIP CORNER AND STATION, TWP CORNER (GLO) R. 12W.
 LP0566'T.5S.  TURN RIGHT AND GO NORTH FOR 6.0 MILES ALONG THE TOWNSHIP
 LP0566'LINE TO THE TOWNSHIP CORNER AND STATION, TWP CORNER (GLO) R.
 LP0566'12W. T. 4S.  TURN LEFT AND GO WEST FOR 6.0 MILES TO THE TOWNSHIP
 LP0566'CORNER AND STATION, TWP CORNER (GLO) R. 13W. T.4S.  TURN LEFT AND
 LP0566'GO SOUTH ALONG THE TOWNSHIP LINE FOR 6.0 MILES TO THE
 LP0566'TOWNSHIP CORNER AND STATION, TWP CORNER (GLO) R.13W.
 LP0566'T.5S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0505 ***********************************************************************
 MS0505  DESIGNATION -  T6N R9W SEC 27 NE COR
 MS0505  PID         -  MS0505
 MS0505  STATE/COUNTY-  UT/BOX ELDER
 MS0505  COUNTRY     -  US
 MS0505  USGS QUAD   -  LAKESIDE (2017)
 MS0505
 MS0505                         *CURRENT SURVEY CONTROL
 MS0505  ______________________________________________________________________
 MS0505* NAD 83(1986) POSITION- 41 12 56.     (N) 112 51 00.     (W)   SCALED
 MS0505* NAVD 88 ORTHO HEIGHT -  1288.874 (meters)     4228.58  (feet) ADJUSTED
 MS0505  ______________________________________________________________________
 MS0505  GEOID HEIGHT    -        -16.826 (meters)                     GEOID18
 MS0505  DYNAMIC HEIGHT  -       1287.980 (meters)     4225.65  (feet) COMP
 MS0505  MODELED GRAVITY -    979,884.9   (mgal)                       NAVD 88
 MS0505
 MS0505  VERT ORDER      -  SECOND    CLASS 0
 MS0505
 MS0505.The horizontal coordinates were scaled from a map and have
 MS0505.an estimated accuracy of +/- 6 seconds.
 MS0505
 MS0505.The orthometric height was determined by differential leveling and
 MS0505.adjusted by the NATIONAL GEODETIC SURVEY
 MS0505.in June 1991.
 MS0505
 MS0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0505.GEOID18 height accuracy estimate available here.
 MS0505
 MS0505.Click photographs - Photos may exist for this station.
 MS0505
 MS0505.The dynamic height is computed by dividing the NAVD 88
 MS0505.geopotential number by the normal gravity value computed on the
 MS0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0505.degrees latitude (g = 980.6199 gals.).
 MS0505
 MS0505.The modeled gravity was interpolated from observed gravity values.
 MS0505
 MS0505;                    North         East    Units  Estimated Accuracy
 MS0505;SPC UT N     - 1,098,850.      386,800.      MT  (+/- 180 meters Scaled)
 MS0505
 MS0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL449643(NAD 83)
 MS0505
 MS0505                          SUPERSEDED SURVEY CONTROL
 MS0505
 MS0505  NGVD 29 (??/??/92) 1287.896  (m)         4225.37   (f) ADJ UNCH    2 0
 MS0505
 MS0505.Superseded values are not recommended for survey control.
 MS0505
 MS0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0505.See file dsdata.pdf to determine how the superseded data were derived.
 MS0505
 MS0505_MARKER: P = PIPE CAP
 MS0505_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MS0505_MARK LOGO: BLM
 MS0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0505
 MS0505  HISTORY     - Date     Condition        Report By
 MS0505  HISTORY     - 1966     MONUMENTED       BLM
 MS0505
 MS0505                          STATION DESCRIPTION
 MS0505
 MS0505'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1966
 MS0505'2.4 KM (1.50 MI) SE FROM LAKESIDE.
 MS0505'1.3 MILES EAST OF LAKESIDE TOOL SHED AND TRAILER CAMP, 0.2 MILES
 MS0505'SOUTH OF BM 120 FMK 1966, ABOUT 200 FEET EAST OF THE ROAD, ON THE
 MS0505'NORTHEAST COR. OF SEC. 27, T. 6N, R. 9 W, A BRASS CAP ON A 1/2
 MS0505'INCH IRON PIPE.
 MS0505'THE MARK IS 1 FT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0518 ***********************************************************************
 LP0518  DESIGNATION -  T6S R11W SECS 2 3 34 35
 LP0518  PID         -  LP0518
 LP0518  STATE/COUNTY-  UT/TOOELE
 LP0518  COUNTRY     -  US
 LP0518  USGS QUAD   -  WIG MOUNTAIN (2017)
 LP0518
 LP0518                         *CURRENT SURVEY CONTROL
 LP0518  ______________________________________________________________________
 LP0518* NAD 83(1994) POSITION- 40 20 29.06622(N) 113 03 49.36585(W)   ADJUSTED
 LP0518* NAVD 88 ORTHO HEIGHT -  1387.5   (meters)     4552.    (feet) VERTCON3
 LP0518  ______________________________________________________________________
 LP0518  GEOID HEIGHT    -        -18.325 (meters)                     GEOID18
 LP0518  LAPLACE CORR    -          9.02  (seconds)                    DEFLEC18
 LP0518  HORZ ORDER      -  SECOND
 LP0518
 LP0518.The horizontal coordinates were established by classical geodetic methods
 LP0518.and adjusted by the National Geodetic Survey in November 1997.
 LP0518
 LP0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0518
 LP0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0518.GEOID18 height accuracy estimate available here.
 LP0518
 LP0518.Click photographs - Photos may exist for this station.
 LP0518
 LP0518.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0518
 LP0518. The following values were computed from the NAD 83(1994) position.
 LP0518
 LP0518;                    North         East     Units Scale Factor Converg.
 LP0518;SPC UT C     - 2,224,098.670   367,150.961   MT  0.99993782   -1 00 06.1
 LP0518;SPC UT C     - 7,296,897.05  1,204,561.11   sFT  0.99993782   -1 00 06.1
 LP0518;UTM  12      - 4,467,695.172   324,716.328   MT  0.99997822   -1 20 10.6
 LP0518
 LP0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0518!SPC UT C     -   0.99978527  x   0.99993782  =   0.99972310
 LP0518!UTM  12      -   0.99978527  x   0.99997822  =   0.99976349
 LP0518
 LP0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK2471667695(NAD 83)
 LP0518
 LP0518                          SUPERSEDED SURVEY CONTROL
 LP0518
 LP0518  NAD 83(1986)-  40 20 29.05807(N)    113 03 49.35480(W) AD(       ) 2
 LP0518  NAD 27      -  40 20 29.27940(N)    113 03 46.43811(W) AD(       ) 2
 LP0518  NGVD 29 (07/19/86) 1386.4    (m)         4549.     (f) VERT ANG       
 LP0518
 LP0518.Superseded values are not recommended for survey control.
 LP0518
 LP0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0518.See file dsdata.pdf to determine how the superseded data were derived.
 LP0518
 LP0518_MARKER: P = PIPE CAP
 LP0518_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0518_MARK LOGO: USGLO
 LP0518_MAGNETIC: P = MARKER IS A STEEL PIPE
 LP0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0518
 LP0518  HISTORY     - Date     Condition        Report By
 LP0518  HISTORY     - 1965     MONUMENTED       USGLO
 LP0518
 LP0518                          STATION DESCRIPTION
 LP0518
 LP0518'DESCRIBED BY US GENERAL LAND OFFICE 1965 (CAA)
 LP0518'THE MARK IS A PIPE CAP STAMPED R11W. T6S. SECS. 34, 35, 3, AND 2.
 LP0518'THE MARK IS ABOUT 1 MILE NORTHEAST OF TRIANGULATION STATION
 LP0518'WIG (USGS).
 LP0518'
 LP0518'ANYONE WISHING TO VISIT THIS MARK SHOULD SEE THE DUGWAY ENGINEERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0623 ***********************************************************************
 LN0623  DESIGNATION -  T6S R25E SECS 22 23 26 27
 LN0623  PID         -  LN0623
 LN0623  STATE/COUNTY-  UT/UINTAH
 LN0623  COUNTRY     -  US
 LN0623  USGS QUAD   -  SNAKE JOHN REEF (2017)
 LN0623
 LN0623                         *CURRENT SURVEY CONTROL
 LN0623  ______________________________________________________________________
 LN0623* NAD 83(1994) POSITION- 40 16 48.76066(N) 109 04 49.23850(W)   ADJUSTED
 LN0623* NAVD 88 ORTHO HEIGHT -  1673.3   (meters)     5490.    (feet) VERTCON3
 LN0623  ______________________________________________________________________
 LN0623  GEOID HEIGHT    -        -16.463 (meters)                     GEOID18
 LN0623  LAPLACE CORR    -          8.98  (seconds)                    DEFLEC18
 LN0623  HORZ ORDER      -  THIRD
 LN0623
 LN0623.The horizontal coordinates were established by classical geodetic methods
 LN0623.and adjusted by the National Geodetic Survey in November 1997.
 LN0623
 LN0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0623
 LN0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0623.GEOID18 height accuracy estimate available here.
 LN0623
 LN0623.Click photographs - Photos may exist for this station.
 LN0623
 LN0623.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0623
 LN0623. The following values were computed from the NAD 83(1994) position.
 LN0623
 LN0623;                    North         East     Units Scale Factor Converg.
 LN0623;SPC UT C     - 2,218,925.573   705,736.979   MT  0.99992896   +1 32 59.9
 LN0623;SPC UT C     - 7,279,924.98  2,315,405.41   sFT  0.99992896   +1 32 59.9
 LN0623;UTM  12      - 4,460,626.560   663,194.574   MT  0.99992785   +1 14 29.0
 LN0623
 LN0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0623!SPC UT C     -   0.99974015  x   0.99992896  =   0.99966913
 LN0623!UTM  12      -   0.99974015  x   0.99992785  =   0.99966802
 LN0623
 LN0623:                Primary Azimuth Mark                     Grid Az
 LN0623:SPC UT C     -  BOUNDARY MP 224 CO UT                    156 43 08.8
 LN0623:UTM  12      -  BOUNDARY MP 224 CO UT                    157 01 39.7
 LN0623
 LN0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK6319460626(NAD 83)
 LN0623
 LN0623|---------------------------------------------------------------------|
 LN0623| PID    Reference Object                     Distance      Geod. Az  |
 LN0623|                                                           dddmmss.s |
 LN0623| LN0629 BOUNDARY MP 224 CO UT               APPROX. 6.8 KM 1581608.7 |
 LN0623|---------------------------------------------------------------------|
 LN0623
 LN0623                          SUPERSEDED SURVEY CONTROL
 LN0623
 LN0623  NAD 83(1993)-  40 16 48.75488(N)    109 04 49.23005(W) AD(       ) 3
 LN0623  NAD 83(1992)-  40 16 48.74428(N)    109 04 49.22422(W) AD(       ) 3
 LN0623  NAD 83(1986)-  40 16 48.74351(N)    109 04 49.22409(W) AD(       ) 3
 LN0623  NAD 27      -  40 16 48.89510(N)    109 04 46.80139(W) AD(       ) 3
 LN0623  NGVD 29 (07/19/86) 1672.1    (m)         5486.     (f) VERT ANG       
 LN0623
 LN0623.Superseded values are not recommended for survey control.
 LN0623
 LN0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0623.See file dsdata.pdf to determine how the superseded data were derived.
 LN0623
 LN0623_MARKER: P = PIPE CAP
 LN0623_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LN0623_MARK LOGO: USGLO
 LN0623_MAGNETIC: P = MARKER IS A STEEL PIPE
 LN0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0623+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2010
 LN0623
 LN0623  HISTORY     - Date     Condition        Report By
 LN0623  HISTORY     - UNK      MONUMENTED       USGLO
 LN0623  HISTORY     - 1966     GOOD             CGS
 LN0623  HISTORY     - 20100823 GOOD             INDIV
 LN0623
 LN0623                          STATION DESCRIPTION
 LN0623
 LN0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LN0623'LOCATED 4.9 MI. W. OF INTERSECTION OF U.S. HIGHWAY 40 AND STATE
 LN0623'HIGHWAY 64 IN DINOSAUR, COLORADO, ABOUT 330 FT. S. OF U.S. HIGHWAY,
 LN0623'IN OPEN SAGEBRUSH COUNTRY.
 LN0623'
 LN0623'STATION MARK--STANDARD GLO BRASS CAP, ON TOP OF IRON PIPE PROJECTING
 LN0623'0.7 FT.
 LN0623'
 LN0623'REFERENCE MARKS--NONE.
 LN0623
 LN0623                          STATION RECOVERY (2010)
 LN0623
 LN0623'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BJS)
 LN0623'RESPOSABLE SURVEYOR IS JOHN R. SLAUGH PLS 6028691 UT, JOHN IS ALSO THE
 LN0623'UINTAH COUNTY SURVEYOR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0749 ***********************************************************************
 LO0749  DESIGNATION -  T7S R6E SEC 35 AP 120 M 20.00 UIR
 LO0749  PID         -  LO0749
 LO0749  STATE/COUNTY-  UT/UTAH
 LO0749  COUNTRY     -  US
 LO0749  USGS QUAD   -  STRAWBERRY RESERVOIR NW (2017)
 LO0749
 LO0749                         *CURRENT SURVEY CONTROL
 LO0749  ______________________________________________________________________
 LO0749* NAD 83(1994) POSITION- 40 09 42.14418(N) 111 13 38.70924(W)   ADJUSTED
 LO0749* NAVD 88 ORTHO HEIGHT -  2711.    (meters)     8894.    (feet) SCALED
 LO0749  ______________________________________________________________________
 LO0749  GEOID HEIGHT    -        -15.756 (meters)                     GEOID18
 LO0749  LAPLACE CORR    -          6.00  (seconds)                    DEFLEC18
 LO0749  HORZ ORDER      -  SECOND
 LO0749
 LO0749.The horizontal coordinates were established by classical geodetic methods
 LO0749.and adjusted by the National Geodetic Survey in November 1997.
 LO0749
 LO0749.The orthometric height was scaled from a topographic map.
 LO0749
 LO0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0749.GEOID18 height accuracy estimate available here.
 LO0749
 LO0749.Click photographs - Photos may exist for this station.
 LO0749
 LO0749.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0749
 LO0749. The following values were computed from the NAD 83(1994) position.
 LO0749
 LO0749;                    North         East     Units Scale Factor Converg.
 LO0749;SPC UT C     - 2,203,020.375   523,219.714   MT  0.99991504   +0 10 28.6
 LO0749;SPC UT C     - 7,227,742.68  1,716,596.68   sFT  0.99991504   +0 10 28.6
 LO0749;UTM  12      - 4,445,730.122   480,633.423   MT  0.99960462   -0 08 48.0
 LO0749
 LO0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0749!SPC UT C     -   0.99957731  x   0.99991504  =   0.99949238
 LO0749!UTM  12      -   0.99957731  x   0.99960462  =   0.99918210
 LO0749
 LO0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK8063345730(NAD 83)
 LO0749
 LO0749                          SUPERSEDED SURVEY CONTROL
 LO0749
 LO0749  NAD 83(1993)-  40 09 42.14350(N)    111 13 38.70709(W) AD(       ) 2
 LO0749  NAD 83(1986)-  40 09 42.13281(N)    111 13 38.70070(W) AD(       ) 2
 LO0749  NAD 27      -  40 09 42.29300(N)    111 13 36.08100(W) AD(       ) 2
 LO0749
 LO0749.Superseded values are not recommended for survey control.
 LO0749
 LO0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0749.See file dsdata.pdf to determine how the superseded data were derived.
 LO0749
 LO0749_MARKER: P = PIPE CAP
 LO0749_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0749_STAMPING: 120 M 20.00 T7S R63 S35 AP UIR 1937
 LO0749_MARK LOGO: USGLO
 LO0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0749
 LO0749  HISTORY     - Date     Condition        Report By
 LO0749  HISTORY     - 1937     MONUMENTED       USGLO
 LO0749  HISTORY     - 1947     GOOD             CGS
 LO0749
 LO0749                          STATION DESCRIPTION
 LO0749
 LO0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LO0749'THE STATION IS LOCATED ON A HIGH PROMINENT HILL ABOUT
 LO0749'2 MILES WEST OF THE OUTLET TUNNEL OF STRAWBERRY RESERVOIR.
 LO0749'
 LO0749'TO REACH THE STATION FROM STRAWBERRY JUNCTION, GO SOUTH ON A
 LO0749'GRAVEL ROAD 5.2 MILES TO BRYANT RANGER STATION.  TURN RIGHT
 LO0749'ON A TRACK ROAD, GO WEST AND SOUTHWEST 1.4 MILE TO A FORK.
 LO0749'KEEP ON RIGHT HAND ROAD UP CANYON 1.5 MILE TO THE TOP OF A
 LO0749'HIGH RIDGE.  TURN LEFT, GO 0.05 MILE TO PORTAL AZIMUTH MARK ON LEFT.
 LO0749'CONTINUE ON DIM ROAD 0.5 MILE TO HIGHEST POINT AND STATION
 LO0749'0.2 MILE AFTER PASSING UNDER A FOREST SERVICE TELEPHONE LINE.
 LO0749'A DRIVE STATION IN DRY WEATHER.
 LO0749'
 LO0749'THE GENERAL LAND OFFICE MARK IS A BRONZE DISK RIVETED TO THE
 LO0749'TOP OF A 1 INCH IRON PIPE PROJECTS 8 INCHES, IS 18 INCHES
 LO0749'LOWER THAN THE STATION MARK AND IS STAMPED, 120 M, 20.00,
 LO0749'T7S, R6E, S35, AP, UIR, 1937.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0634 ***********************************************************************
 LN0634  DESIGNATION -  T8S R24E SECS 26 27 34 35
 LN0634  PID         -  LN0634
 LN0634  STATE/COUNTY-  UT/UINTAH
 LN0634  COUNTRY     -  US
 LN0634  USGS QUAD   -  BONANZA (2017)
 LN0634
 LN0634                         *CURRENT SURVEY CONTROL
 LN0634  ______________________________________________________________________
 LN0634* NAD 83(1994) POSITION- 40 05 10.81531(N) 109 11 26.98660(W)   ADJUSTED
 LN0634* NAVD 88 ORTHO HEIGHT -  1641.6   (meters)     5386.    (feet) VERTCON3
 LN0634  ______________________________________________________________________
 LN0634  GEOID HEIGHT    -        -17.263 (meters)                     GEOID18
 LN0634  LAPLACE CORR    -          4.99  (seconds)                    DEFLEC18
 LN0634  HORZ ORDER      -  THIRD
 LN0634
 LN0634.The horizontal coordinates were established by classical geodetic methods
 LN0634.and adjusted by the National Geodetic Survey in November 1997.
 LN0634
 LN0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0634
 LN0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0634.GEOID18 height accuracy estimate available here.
 LN0634
 LN0634.Click photographs - Photos may exist for this station.
 LN0634
 LN0634.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0634
 LN0634. The following values were computed from the NAD 83(1994) position.
 LN0634
 LN0634;                    North         East     Units Scale Factor Converg.
 LN0634;SPC UT C     - 2,197,158.802   696,900.483   MT  0.99990842   +1 28 45.1
 LN0634;SPC UT C     - 7,208,511.84  2,286,414.33   sFT  0.99990842   +1 28 45.1
 LN0634;UTM  12      - 4,438,908.290   654,240.000   MT  0.99989287   +1 09 54.8
 LN0634
 LN0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0634!SPC UT C     -   0.99974524  x   0.99990842  =   0.99965369
 LN0634!UTM  12      -   0.99974524  x   0.99989287  =   0.99963814
 LN0634
 LN0634:                Primary Azimuth Mark                     Grid Az
 LN0634:SPC UT C     -  ET 2 JEK                                 312 36 37.4
 LN0634:UTM  12      -  ET 2 JEK                                 312 55 27.7
 LN0634
 LN0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK5423938908(NAD 83)
 LN0634
 LN0634|---------------------------------------------------------------------|
 LN0634| PID    Reference Object                     Distance      Geod. Az  |
 LN0634|                                                           dddmmss.s |
 LN0634| LN0636 ET 2 JEK                            APPROX. 6.5 KM 3140522.5 |
 LN0634|---------------------------------------------------------------------|
 LN0634
 LN0634                          SUPERSEDED SURVEY CONTROL
 LN0634
 LN0634  NAD 83(1993)-  40 05 10.80676(N)    109 11 26.97872(W) AD(       ) 3
 LN0634  NAD 83(1992)-  40 05 10.79696(N)    109 11 26.97124(W) AD(       ) 3
 LN0634  NAD 83(1986)-  40 05 10.79674(N)    109 11 26.97149(W) AD(       ) 3
 LN0634  NAD 27      -  40 05 10.91822(N)    109 11 24.53814(W) AD(       ) 3
 LN0634  NGVD 29 (07/19/86) 1640.4    (m)         5382.     (f) VERT ANG       
 LN0634
 LN0634.Superseded values are not recommended for survey control.
 LN0634
 LN0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0634.See file dsdata.pdf to determine how the superseded data were derived.
 LN0634
 LN0634_MARKER: P = PIPE CAP
 LN0634_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LN0634_STAMPING: T8S R24E S27 S26 S34 S35 1916
 LN0634_MARK LOGO: USGLO
 LN0634_MAGNETIC: P = MARKER IS A STEEL PIPE
 LN0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0634
 LN0634  HISTORY     - Date     Condition        Report By
 LN0634  HISTORY     - 1916     MONUMENTED       USGLO
 LN0634  HISTORY     - 1966     GOOD             CGS
 LN0634
 LN0634                          STATION DESCRIPTION
 LN0634
 LN0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LN0634'LOCATED ABOUT 6 MI. N. OF BONANZA, ABOUT 7.5 MI. W. OF UTAH-COLORADO
 LN0634'STATE LINE, ABOUT 0.25 MI. E. OF THE S. END OF THE BONANZA AIRPLANE
 LN0634'LANDING STRIP.
 LN0634'
 LN0634'STATION MARK--STANDARD GLO CAP, STAMPED ---T8S R24E S27 S26 S34 S35
 LN0634'1916---.
 LN0634'
 LN0634'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0588 ***********************************************************************
 LP0588  DESIGNATION -  T8S R9W SEC 5 12000 SE
 LP0588  PID         -  LP0588
 LP0588  STATE/COUNTY-  UT/TOOELE
 LP0588  COUNTRY     -  US
 LP0588  USGS QUAD   -  CAMELS BACK RIDGE NW (2017)
 LP0588
 LP0588                         *CURRENT SURVEY CONTROL
 LP0588  ______________________________________________________________________
 LP0588* NAD 83(1986) POSITION- 40 09 37.     (N) 112 53 06.     (W)   SCALED
 LP0588* NAVD 88 ORTHO HEIGHT -  1330.873 (meters)     4366.37  (feet) ADJUSTED
 LP0588  ______________________________________________________________________
 LP0588  GEOID HEIGHT    -        -18.501 (meters)                     GEOID18
 LP0588  DYNAMIC HEIGHT  -       1329.777 (meters)     4362.78  (feet) COMP
 LP0588  MODELED GRAVITY -    979,755.4   (mgal)                       NAVD 88
 LP0588
 LP0588  VERT ORDER      -  SECOND    CLASS I
 LP0588
 LP0588.The horizontal coordinates were scaled from a map and have
 LP0588.an estimated accuracy of +/- 6 seconds.
 LP0588
 LP0588.The orthometric height was determined by differential leveling and
 LP0588.adjusted by the NATIONAL GEODETIC SURVEY
 LP0588.in June 1991.
 LP0588
 LP0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0588.GEOID18 height accuracy estimate available here.
 LP0588
 LP0588.Click photographs - Photos may exist for this station.
 LP0588
 LP0588.The dynamic height is computed by dividing the NAVD 88
 LP0588.geopotential number by the normal gravity value computed on the
 LP0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0588.degrees latitude (g = 980.6199 gals.).
 LP0588
 LP0588.The modeled gravity was interpolated from observed gravity values.
 LP0588
 LP0588;                    North         East    Units  Estimated Accuracy
 LP0588;SPC UT C     - 2,203,740.      382,020.      MT  (+/- 180 meters Scaled)
 LP0588
 LP0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK394472(NAD 83)
 LP0588
 LP0588                          SUPERSEDED SURVEY CONTROL
 LP0588
 LP0588  NGVD 29 (??/??/92) 1329.83   (m)         4363.0    (f) COMPUTED    2 1
 LP0588
 LP0588.Superseded values are not recommended for survey control.
 LP0588
 LP0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0588.See file dsdata.pdf to determine how the superseded data were derived.
 LP0588
 LP0588_MARKER: DD = SURVEY DISK
 LP0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0588_STAMPING: 12000 SE 1951
 LP0588_MARK LOGO: BLM
 LP0588_PROJECTION: PROJECTING 8 CENTIMETERS
 LP0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0588+STABILITY: SURFACE MOTION
 LP0588
 LP0588  HISTORY     - Date     Condition        Report By
 LP0588  HISTORY     - 1951     MONUMENTED       BLM
 LP0588  HISTORY     - 1951     GOOD             CGS
 LP0588
 LP0588                          STATION DESCRIPTION
 LP0588
 LP0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LP0588'16.1 KM (10.00 MI) SW FROM DUGWAY.
 LP0588'10.0 MI SOUTHWEST OF DUGWAY, ALONG THE DUGWAY-EUREKA HIGHWAY, 2.4
 LP0588'MILES SOUTHEAST OF ROAD INTERSECTION AT EAST GATE TO DUGWAY PROVING
 LP0588'GROUNDS, 0.55 MILES SOUTHEAST OF ENTRANCE TO GPI-1, ABOUT 75 FEET
 LP0588'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 6 FEET NORTHEAST OF A
 LP0588'POWERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0041 ***********************************************************************
 LO0041  DESIGNATION -  T9S R16E SECS 19 20 30
 LO0041  PID         -  LO0041
 LO0041  STATE/COUNTY-  UT/DUCHESNE
 LO0041  COUNTRY     -  US
 LO0041  USGS QUAD   -  MYTON SW (2017)
 LO0041
 LO0041                         *CURRENT SURVEY CONTROL
 LO0041  ______________________________________________________________________
 LO0041* NAD 83(1986) POSITION- 40 00 32.     (N) 110 09 09.     (W)   SCALED
 LO0041* NAVD 88 ORTHO HEIGHT -  1843.971 (meters)     6049.76  (feet) ADJUSTED
 LO0041  ______________________________________________________________________
 LO0041  GEOID HEIGHT    -        -17.551 (meters)                     GEOID18
 LO0041  DYNAMIC HEIGHT  -       1842.147 (meters)     6043.78  (feet) COMP
 LO0041  MODELED GRAVITY -    979,571.9   (mgal)                       NAVD 88
 LO0041
 LO0041  VERT ORDER      -  SECOND    CLASS II
 LO0041
 LO0041.The horizontal coordinates were scaled from a map and have
 LO0041.an estimated accuracy of +/- 6 seconds.
 LO0041
 LO0041.The orthometric height was determined by differential leveling and
 LO0041.adjusted by the NATIONAL GEODETIC SURVEY
 LO0041.in June 1991.
 LO0041
 LO0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0041.GEOID18 height accuracy estimate available here.
 LO0041
 LO0041.Click photographs - Photos may exist for this station.
 LO0041
 LO0041.The dynamic height is computed by dividing the NAVD 88
 LO0041.geopotential number by the normal gravity value computed on the
 LO0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0041.degrees latitude (g = 980.6199 gals.).
 LO0041
 LO0041.The modeled gravity was interpolated from observed gravity values.
 LO0041
 LO0041;                    North         East    Units  Estimated Accuracy
 LO0041;SPC UT C     - 2,186,890.      615,040.      MT  (+/- 180 meters Scaled)
 LO0041
 LO0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK723290(NAD 83)
 LO0041
 LO0041                          SUPERSEDED SURVEY CONTROL
 LO0041
 LO0041  NGVD 29 (??/??/92) 1842.69   (m)         6045.6    (f) COMPUTED    2 0
 LO0041
 LO0041.Superseded values are not recommended for survey control.
 LO0041
 LO0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0041.See file dsdata.pdf to determine how the superseded data were derived.
 LO0041
 LO0041_MARKER: P = PIPE CAP
 LO0041_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0041_STAMPING: T9S R16E S19 S20 S30 1910
 LO0041_MARK LOGO: USGLO
 LO0041_MAGNETIC: P = MARKER IS A STEEL PIPE
 LO0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LO0041+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2002
 LO0041
 LO0041  HISTORY     - Date     Condition        Report By
 LO0041  HISTORY     - 1910     MONUMENTED       USGLO
 LO0041  HISTORY     - 1963     GOOD             USGS
 LO0041  HISTORY     - 20020412 GOOD             NGS
 LO0041
 LO0041                          STATION DESCRIPTION
 LO0041
 LO0041'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LO0041'2.0 MI W FROM MYTON.
 LO0041'2.0 MILES WEST OF POST OFFICE, THENCE 14.5 MILES SOUTH ALONG HIGHWAY
 LO0041'53 FROM.  12.7 MILES SOUTH OF STATE HIGHWAY TO PRICE SIGN.  ABOUT 2.8
 LO0041'MILES NORTH OF SMITHS WELL.  0.2 MILES UPSTREAM FROM AN OLD DAM ON
 LO0041'DRAIN.  AT THE CORNER OF SECS. 19, 20, 29 AND 30, T 9S,R16E AND ABOUT
 LO0041'150 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A USGLO STANDARD CAP,
 LO0041'STAMPED---T9S R16E S19 S20 S30 1910---, AND FASTENED ON
 LO0041'THE TOP OF A 1 1/2 INCH IRON PIPE.
 LO0041
 LO0041                          STATION RECOVERY (2002)
 LO0041
 LO0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 LO0041'RECOVERED AS DESCRIBED.
 LO0041'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0042 ***********************************************************************
 LO0042  DESIGNATION -  T9S R16E SECS 29 30 1/4 COR
 LO0042  PID         -  LO0042
 LO0042  STATE/COUNTY-  UT/DUCHESNE
 LO0042  COUNTRY     -  US
 LO0042  USGS QUAD   -  MYTON SW (2017)
 LO0042
 LO0042                         *CURRENT SURVEY CONTROL
 LO0042  ______________________________________________________________________
 LO0042* NAD 83(1986) POSITION- 40 00 07.     (N) 110 09 09.     (W)   SCALED
 LO0042* NAVD 88 ORTHO HEIGHT -  1855.605 (meters)     6087.93  (feet) ADJUSTED
 LO0042  ______________________________________________________________________
 LO0042  GEOID HEIGHT    -        -17.534 (meters)                     GEOID18
 LO0042  DYNAMIC HEIGHT  -       1853.766 (meters)     6081.90  (feet) COMP
 LO0042  MODELED GRAVITY -    979,569.4   (mgal)                       NAVD 88
 LO0042
 LO0042  VERT ORDER      -  SECOND    CLASS 0
 LO0042
 LO0042.The horizontal coordinates were scaled from a map and have
 LO0042.an estimated accuracy of +/- 6 seconds.
 LO0042
 LO0042.The orthometric height was determined by differential leveling and
 LO0042.adjusted by the NATIONAL GEODETIC SURVEY
 LO0042.in June 1991.
 LO0042
 LO0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0042.GEOID18 height accuracy estimate available here.
 LO0042
 LO0042.Click photographs - Photos may exist for this station.
 LO0042
 LO0042.The dynamic height is computed by dividing the NAVD 88
 LO0042.geopotential number by the normal gravity value computed on the
 LO0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0042.degrees latitude (g = 980.6199 gals.).
 LO0042
 LO0042.The modeled gravity was interpolated from observed gravity values.
 LO0042
 LO0042;                    North         East    Units  Estimated Accuracy
 LO0042;SPC UT C     - 2,186,110.      615,050.      MT  (+/- 180 meters Scaled)
 LO0042
 LO0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK723283(NAD 83)
 LO0042
 LO0042                          SUPERSEDED SURVEY CONTROL
 LO0042
 LO0042  NGVD 29 (??/??/92) 1854.32   (m)         6083.7    (f) COMPUTED    2 0
 LO0042
 LO0042.Superseded values are not recommended for survey control.
 LO0042
 LO0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0042.See file dsdata.pdf to determine how the superseded data were derived.
 LO0042
 LO0042_MARKER: P = PIPE CAP
 LO0042_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0042_STAMPING: 1/4 S30 S29 1910
 LO0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0042
 LO0042  HISTORY     - Date     Condition        Report By
 LO0042  HISTORY     - 1910     MONUMENTED       USGLO
 LO0042  HISTORY     - 1934     GOOD             CGS
 LO0042  HISTORY     - 1963     MARK NOT FOUND   USGS
 LO0042
 LO0042                          STATION DESCRIPTION
 LO0042
 LO0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0042'1.7 I W FROM MYTON.
 LO0042'ABOUT 1.7 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE HIGHWAY TURN AT
 LO0042'MYTON, DUCHESNE COUNTY, THENCE 13.9 MILES SOUTH ALONG STATE HIGHWAY
 LO0042'53.  ABOUT 0.5 MILE SOUTH OF BENCH MARK 6045.4 (USGLO) DESCRIBED
 LO0042'ABOVE, AT THE QUARTER SECTION S., R. 16 E., WEST OF A SMALL DRAW IN
 LO0042'THE EAST CANYON WALL, ABOUT 0.1 MILE OF A ROCKY POINT, WEST OF ANOTHER
 LO0042'ROCKY POINT, IN THE CENTER OF A VALLEY, AND ABOUT 200 FEET EAST OF THE
 LO0042'CENTER LINE OF THE HIGHWAY. A UNITED STATES GENERAL LAND OFFICE
 LO0042'STANDARD CAP, STAMPED 1/4 S30 S29 1910.
 LO0042
 LO0042                          STATION RECOVERY (1963)
 LO0042
 LO0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LO0042'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1105 ***********************************************************************
 LO1105  DESIGNATION -  TABBIE
 LO1105  PID         -  LO1105
 LO1105  STATE/COUNTY-  UT/DUCHESNE
 LO1105  COUNTRY     -  US
 LO1105  USGS QUAD   -  TABBY MOUNTAIN (2017)
 LO1105
 LO1105                         *CURRENT SURVEY CONTROL
 LO1105  ______________________________________________________________________
 LO1105* NAD 83(1994) POSITION- 40 19 56.51822(N) 110 48 19.46599(W)   ADJUSTED
 LO1105* NAVD 88 ORTHO HEIGHT -  2972.5   (meters)     9752.    (feet) VERTCON3
 LO1105  ______________________________________________________________________
 LO1105  GEOID HEIGHT    -        -15.367 (meters)                     GEOID18
 LO1105  LAPLACE CORR    -          3.06  (seconds)                    DEFLEC18
 LO1105  HORZ ORDER      -  THIRD
 LO1105
 LO1105.The horizontal coordinates were established by classical geodetic methods
 LO1105.and adjusted by the National Geodetic Survey in November 1997.
 LO1105
 LO1105.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1105
 LO1105.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1105.GEOID18 height accuracy estimate available here.
 LO1105
 LO1105.Click photographs - Photos may exist for this station.
 LO1105
 LO1105.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1105
 LO1105. The following values were computed from the NAD 83(1994) position.
 LO1105
 LO1105;                    North         East     Units Scale Factor Converg.
 LO1105;SPC UT C     - 2,222,162.664   559,021.037   MT  0.99993644   +0 26 41.8
 LO1105;SPC UT C     - 7,290,545.34  1,834,054.85   sFT  0.99993644   +0 26 41.8
 LO1105;UTM  12      - 4,464,665.842   516,529.573   MT  0.99960336   +0 07 33.4
 LO1105
 LO1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1105!SPC UT C     -   0.99953632  x   0.99993644  =   0.99947279
 LO1105!UTM  12      -   0.99953632  x   0.99960336  =   0.99913987
 LO1105
 LO1105:                Primary Azimuth Mark                     Grid Az
 LO1105:SPC UT C     -  MICRO TOWER SEC                          011 16 38.8
 LO1105:UTM  12      -  MICRO TOWER SEC                          011 35 47.2
 LO1105
 LO1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK1652964665(NAD 83)
 LO1105
 LO1105|---------------------------------------------------------------------|
 LO1105| PID    Reference Object                     Distance      Geod. Az  |
 LO1105|                                                           dddmmss.s |
 LO1105| LO1104 MICRO TOWER SEC                     APPROX. 2.6 KM 0114320.6 |
 LO1105|---------------------------------------------------------------------|
 LO1105
 LO1105                          SUPERSEDED SURVEY CONTROL
 LO1105
 LO1105  NAD 83(1993)-  40 19 56.51790(N)    110 48 19.46490(W) AD(       ) 3
 LO1105  NAD 83(1986)-  40 19 56.50270(N)    110 48 19.45704(W) AD(       ) 3
 LO1105  NAD 27      -  40 19 56.67961(N)    110 48 16.87630(W) AD(       ) 3
 LO1105  NGVD 29 (07/19/86) 2970.9    (m)         9747.     (f) VERT ANG       
 LO1105
 LO1105.Superseded values are not recommended for survey control.
 LO1105
 LO1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1105.See file dsdata.pdf to determine how the superseded data were derived.
 LO1105
 LO1105_MARKER: DD = SURVEY DISK
 LO1105_SETTING: 66 = SET IN ROCK OUTCROP
 LO1105_STAMPING: TABBIE M 1934
 LO1105_MARK LOGO: USGS
 LO1105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO1105+STABILITY: POSITION/ELEVATION WELL
 LO1105
 LO1105  HISTORY     - Date     Condition        Report By
 LO1105  HISTORY     - 1934     MONUMENTED       USGS
 LO1105  HISTORY     - 1934     GOOD             USGS
 LO1105
 LO1105                          STATION DESCRIPTION
 LO1105
 LO1105'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 LO1105'RECOVERED AS DESCRIBED AS FOLLOWS.
 LO1105'
 LO1105'ON TOP OF SPUR RIDGE EXTENDING S. FROM TABBIE MOUNTAIN, ABOUT 2 MI.
 LO1105'S. ON TOP OF MAIN MOUNTAIN AND 300 FT. LOWER IN ELEVATION, 8 MI.
 LO1105'(AIRLINE) N. OF FRUITLAND, 5 MI. WSW. OF TABIONA.
 LO1105'
 LO1105'TO REACH FROM TABIONA POST OFFICE, GO S. ON U-35 FOR 0.1 MI. TO RD.
 LO1105'RIGHT CROSSING DUCHESNE RIVER, TURN RIGHT AND GO 0.4 MI. TO RD. FORKS,
 LO1105'TURN RIGHT AND FOLLOW MAIN TRAVELED RD. UP MOUNTAIN FOR 5.05 MI. TO
 LO1105'RD. FORKS, TAKE LEFT FORK AND GO 1.9 MI. TO RD. FORKS, TAKE LEFT FORK
 LO1105'AND GO 0.35 MI. TO RD. FORKS, TAKE LEFT FORK AND GO 0.6 MI. TO RD.
 LO1105'FORKS, TAKE RIGHT FORK AND GO 0.1 MI.  LEAVE RD. AND GO IN A
 LO1105'WESTERLY DIRECTION DOWN SLOPE, THROUGH TREES TO BOTTOM OF CANYON,
 LO1105'FOLLOW DOWN DRAW ABOUT 1/2 MI. TO END OF TRUCK TRAVEL.  FROM END OF
 LO1105'TRUCK TRAVEL PACK S. AND WESTERLY ALONG CONTOUR OF HILL TO ASPEN
 LO1105'FILLED SADDLE, CONTINUE S. ALONG RIDGE ABOUT 1500 FT. TO STATION,
 LO1105'ABOUT A 20 MINUTE PACK.
 LO1105'
 LO1105'ALL MARKS WERE IN GOOD CONDITION.
 LO1105'
 LO1105'STATION MARK--STANDARD USGS TABLET, SET IN ROCK, AND STAMPED
 LO1105'---TABBIE M 1934---.
 LO1105'
 LO1105'REFERENCE MARK NO. 1--REFERENCE TABLET, STAMPED ---TABBIE NO 1---,
 LO1105'CEMENTED IN BOULDER, 24.5 FT. FROM STATION MARK, N 66 DEG 13 MIN W.
 LO1105'1959 VALUE EQUALS 24.36 FT. FROM STATION MARK
 LO1105'N 63 DEG 39 MIN W.
 LO1105'
 LO1105'REFERENCE MARK NO. 2--SHORT ROCK DRILL CEMENTED IN BOULDER, 26.45
 LO1105'FT. FROM STATION MARK, N 03 DEG 48 MIN E.  1959 VALUE
 LO1105'EQUALS 26.43 FT. FROM STATION MARK, N 06 DEG 19 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1103 ***********************************************************************
 LO1103  DESIGNATION -  TABBIE MOUNTAIN
 LO1103  PID         -  LO1103
 LO1103  STATE/COUNTY-  UT/DUCHESNE
 LO1103  COUNTRY     -  US
 LO1103  USGS QUAD   -  TABBY MOUNTAIN (2017)
 LO1103
 LO1103                         *CURRENT SURVEY CONTROL
 LO1103  ______________________________________________________________________
 LO1103* NAD 83(1994) POSITION- 40 21 01.13271(N) 110 47 49.07261(W)   ADJUSTED
 LO1103* NAVD 88 ORTHO HEIGHT -  3051.4   (meters)    10011.    (feet) VERTCON3
 LO1103  ______________________________________________________________________
 LO1103  GEOID HEIGHT    -        -15.225 (meters)                     GEOID18
 LO1103  LAPLACE CORR    -         -7.64  (seconds)                    DEFLEC18
 LO1103  HORZ ORDER      -  FIRST
 LO1103
 LO1103.The horizontal coordinates were established by classical geodetic methods
 LO1103.and adjusted by the National Geodetic Survey in November 1997.
 LO1103
 LO1103.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1103
 LO1103.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1103.GEOID18 height accuracy estimate available here.
 LO1103
 LO1103.Click photographs - Photos may exist for this station.
 LO1103
 LO1103.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1103
 LO1103. The following values were computed from the NAD 83(1994) position.
 LO1103
 LO1103;                    North         East     Units Scale Factor Converg.
 LO1103;SPC UT C     - 2,224,161.103   559,722.744   MT  0.99993921   +0 27 01.3
 LO1103;SPC UT C     - 7,297,101.89  1,836,357.04   sFT  0.99993921   +0 27 01.3
 LO1103;UTM  12      - 4,466,659.677   517,242.156   MT  0.99960366   +0 07 53.2
 LO1103
 LO1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1103!SPC UT C     -   0.99952393  x   0.99993921  =   0.99946317
 LO1103!UTM  12      -   0.99952393  x   0.99960366  =   0.99912778
 LO1103
 LO1103:                Primary Azimuth Mark                     Grid Az
 LO1103:SPC UT C     -  TABBIE MOUNTAIN AZ MK                    308 32 14.3
 LO1103:UTM  12      -  TABBIE MOUNTAIN AZ MK                    308 51 22.4
 LO1103
 LO1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK1724266659(NAD 83)
 LO1103
 LO1103|---------------------------------------------------------------------|
 LO1103| PID    Reference Object                     Distance      Geod. Az  |
 LO1103|                                                           dddmmss.s |
 LO1103| CP5888 TABBIE MOUNTAIN RM 1                 36.043 METERS 00731     |
 LO1103| CP5889 TABBIE MOUNTAIN RM 2                 40.584 METERS 27942     |
 LO1103| CP5887 TABBIE MOUNTAIN AZ MK                              3085915.6 |
 LO1103|---------------------------------------------------------------------|
 LO1103
 LO1103                          SUPERSEDED SURVEY CONTROL
 LO1103
 LO1103  NAD 83(1993)-  40 21 01.13231(N)    110 47 49.07175(W) AD(       ) 1
 LO1103  NAD 83(1986)-  40 21 01.11707(N)    110 47 49.06330(W) AD(       ) 1
 LO1103  NAD 27      -  40 21 01.29300(N)    110 47 46.48200(W) AD(       ) 1
 LO1103  NGVD 29 (07/19/86) 3049.8    (m)        10006.     (f) VERT ANG       
 LO1103
 LO1103.Superseded values are not recommended for survey control.
 LO1103
 LO1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1103.See file dsdata.pdf to determine how the superseded data were derived.
 LO1103
 LO1103_MARKER: DS = TRIANGULATION STATION DISK
 LO1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO1103_STAMPING: TABBIE MTN 1946
 LO1103_MARK LOGO: CGS
 LO1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1103+STABILITY: SURFACE MOTION
 LO1103
 LO1103  HISTORY     - Date     Condition        Report By
 LO1103  HISTORY     - 1946     MONUMENTED       CGS
 LO1103
 LO1103                          STATION DESCRIPTION
 LO1103
 LO1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1103'THE STATION IS LOCATED ON ONE OF THE HIGHER POINTS OF TABBIE
 LO1103'MOUNTAIN WHICH IS VERY LARGE AND TIMBERED ON THE SUMMIT AND
 LO1103'IS COMPOSED OF MANY PROMINENT POINTS.  IT IS THE HIGHEST POINT
 LO1103'BETWEEN THE RED AND DUCHESNE RIVERS, ABOUT 26.5 MILES AIR LINE
 LO1103'NORTHWEST OF DUCHESNE, ABOUT 6.0 MILES AIR LINE SOUTH OF THE
 LO1103'SMALL VILLAGE OF HANNA, ABOUT 4.5 MILES AIR LINE WEST OF THE
 LO1103'VILLAGE OF TABIONA AND IN THE UINTA NATIONAL FOREST, ON A
 LO1103'QUAKING ASPEN AND CEDAR COVERED KNOLL, SET FLUSH WITH GROUND
 LO1103'AND STAMPED--TABBIE MTN. 1946.
 LO1103'
 LO1103'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 LO1103'STATION, SET IN A BOULDER WHICH PROJECTS 4 INCHES AND IS
 LO1103'STAMPED--TABBIE MTN. NO 1 1946.
 LO1103'
 LO1103'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 LO1103'STATION, SET IN A BOULDER WHICH PROJECTS 4 INCHES AND IS
 LO1103'STAMPED--TABBIE MTN. NO 2 1946.
 LO1103'
 LO1103'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTHWEST OF STATION,
 LO1103'6 PACES NORTH OF CENTER LINE OF ROAD, SET IN A BOULDER WHICH
 LO1103'PROJECTS 8 INCHES AND STAMPED--TABBIE MTN. 1946.
 LO1103'
 LO1103'TO REACH FROM DUCHESNE.  GO WEST ON U.S. HIGHWAY 40 FOR 25.2
 LO1103'MILES TO CROSSROAD AT FRUITLAND.  TURN RIGHT (N) AND GO 1.8
 LO1103'MILES FOLLOWING THE MAIN TRAVELED ROAD TO THREE FORKS.  TAKE
 LO1103'CENTER ROAD FOR 8.2 MILES TO CATTLE GUARD AND UINTA NATIONAL
 LO1103'FOREST BOUNDRY FENCELINE.  CONTINUE 2.1 MILES TO AN OLD COAL
 LO1103'MINE.  CONTINUE 3.05 MILES TO A FORK.  TURN RIGHT AND GO 3.45
 LO1103'MILES TO A FORK.  TAKE LEFT ROAD FOR 0.9 MILE TO OPENING IN
 LO1103'WOODS AND LAKE.  KEEP TO LEFT, NORTH SIDE OF LAKE AND GO 0.3
 LO1103'MILE TO FORK IN WOODED AREA AND TRIANGLE BLAZE ON THE RIGHT.
 LO1103'TAKE RIGHT ROAD, A WOODED TRAIL, FOR 0.3 MILE TO A Y
 LO1103'INTERSECTION.  TAKE LEFT ROAD FOR 0.7 MILE TO ANOTHER DRY LAKE ON
 LO1103'LEFT.  CONTINUE 0.05 MILE, THEN LEAVE ROAD TO LEFT TO
 LO1103'SUMMIT AND STATION SITE.  THE STATION IS 0.15 MILE FROM
 LO1103'THE POND.  A DRIVE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0445 ***********************************************************************
 KO0445  DESIGNATION -  TABLE
 KO0445  PID         -  KO0445
 KO0445  STATE/COUNTY-  UT/TOOELE
 KO0445  COUNTRY     -  US
 KO0445  USGS QUAD   -  TABLE MOUNTAIN (2017)
 KO0445
 KO0445                         *CURRENT SURVEY CONTROL
 KO0445  ______________________________________________________________________
 KO0445* NAD 83(1994) POSITION- 39 56 20.65461(N) 112 53 21.27737(W)   ADJUSTED
 KO0445* NAVD 88 ORTHO HEIGHT -  1757.8   (meters)     5767.    (feet) VERTCON3
 KO0445  ______________________________________________________________________
 KO0445  GEOID HEIGHT    -        -18.769 (meters)                     GEOID18
 KO0445  LAPLACE CORR    -          4.19  (seconds)                    DEFLEC18
 KO0445  HORZ ORDER      -  FIRST
 KO0445
 KO0445.The horizontal coordinates were established by classical geodetic methods
 KO0445.and adjusted by the National Geodetic Survey in June 1998.
 KO0445
 KO0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0445
 KO0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0445.GEOID18 height accuracy estimate available here.
 KO0445
 KO0445.Click photographs - Photos may exist for this station.
 KO0445
 KO0445.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0445
 KO0445. The following values were computed from the NAD 83(1994) position.
 KO0445
 KO0445;                    North         East     Units Scale Factor Converg.
 KO0445;SPC UT C     - 2,179,188.797   381,278.340   MT  0.99990047   -0 53 23.7
 KO0445;SPC UT C     - 7,149,555.24  1,250,910.69   sFT  0.99990047   -0 53 23.7
 KO0445;UTM  12      - 4,422,703.451   338,586.280   MT  0.99992076   -1 12 47.2
 KO0445
 KO0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0445!SPC UT C     -   0.99972726  x   0.99990047  =   0.99962776
 KO0445!UTM  12      -   0.99972726  x   0.99992076  =   0.99964804
 KO0445
 KO0445:                Primary Azimuth Mark                     Grid Az
 KO0445:SPC UT C     -  38 WF 4532                               309 53 16.4
 KO0445:UTM  12      -  38 WF 4532                               310 12 39.9
 KO0445
 KO0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK3858622703(NAD 83)
 KO0445
 KO0445|---------------------------------------------------------------------|
 KO0445| PID    Reference Object                     Distance      Geod. Az  |
 KO0445|                                                           dddmmss.s |
 KO0445| CM6571 TABLE RM 1                            4.864 METERS 15336     |
 KO0445| CM6572 TABLE RM 2                            4.682 METERS 29641     |
 KO0445| CQ5970 38 WF 4532                                         3085952.7 |
 KO0445| LP0471 DUGWAY DOG AREA W WATER TANK        APPROX.27.0 KM 3524508.9 |
 KO0445| LP0472 MICHAEL AFB CONTROL TOWER           APPROX.27.4 KM 3531551.9 |
 KO0445| LP0476 DUGWAY DOG AREA E WATER TANK        APPROX.27.0 KM 3540259.9 |
 KO0445|---------------------------------------------------------------------|
 KO0445
 KO0445                          SUPERSEDED SURVEY CONTROL
 KO0445
 KO0445  NAD 83(1986)-  39 56 20.64685(N)    112 53 21.26375(W) AD(       ) 1
 KO0445  NAD 27      -  39 56 20.84480(N)    112 53 18.38406(W) AD(       ) 1
 KO0445  NGVD 29 (07/19/86) 1756.7    (m)         5763.     (f) VERT ANG       
 KO0445
 KO0445.Superseded values are not recommended for survey control.
 KO0445
 KO0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0445.See file dsdata.pdf to determine how the superseded data were derived.
 KO0445
 KO0445_MARKER: DS = TRIANGULATION STATION DISK
 KO0445_SETTING: 66 = SET IN ROCK OUTCROP
 KO0445_STAMPING: TABLE 1965
 KO0445_MARK LOGO: CGS
 KO0445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0445+STABILITY: POSITION/ELEVATION WELL
 KO0445
 KO0445  HISTORY     - Date     Condition        Report By
 KO0445  HISTORY     - 1965     MONUMENTED       CGS
 KO0445  HISTORY     - 1984     GOOD             DMA
 KO0445
 KO0445                          STATION DESCRIPTION
 KO0445
 KO0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 KO0445'STATION IS LOCATED ABOUT 44 MILES NORTHWEST OF DELTA, ABOUT
 KO0445'42 MILES WEST OF EUREKA, ABOUT 21 MILES SOUTHWEST OF DUGWAY
 KO0445'(ENGLISH VILLAGE AREA), ABOUT 16 MILES SOUTH OF DUGWAY (DITTO
 KO0445'TECHNICAL CENTER) AND ON HIGHEST PART OF NOTICABLE PEAK OF
 KO0445'TABLE MOUNTAIN.
 KO0445'
 KO0445'TO REACH FROM THE INTERSECTION OF 3 RD AND A STREETS IN DUGWAY
 KO0445'(DITTO TECHNICAL CENTER), GO EAST ON A STREET FOR 0.4 MILE
 KO0445'TO A FORK, KEEP RIGHT AND GO SOUTHEAST ON PAVED ROAD TOWARD
 KO0445'DUGWAY (CHARLIE AREA) FOR 1.9 MILES TO A CROSSROAD, (CLEARANCE
 KO0445'NEEDED BEYOND THIS POINT), CONTINUE SOUTHEAST ON PAVED AND
 KO0445'GRAVELED ROAD FOR 6.7 MILES TO A LOCKED GATE (KEY REQUIRED),
 KO0445'PASS THROUGH GATE AND CONTINUE SOUTHEAST FOR 2.2 MILES TO A
 KO0445'T-INTERSECTION, TURN RIGHT AND GO SOUTHWESTERLY ON GRAVELED
 KO0445'ROAD FOR 12.6 MILES TO A SIDE ROAD LEFT AND SIGN KEG SPRING
 KO0445'12, KEG PASS 13 AND AZIMUTH MARK IN SOUTHEAST ANGLE OF
 KO0445'INTERSECTION, TURN LEFT AND GO SOUTH ON BLADED ROAD FOR 0.45 MILE
 KO0445'TO A SIDE ROAD LEFT AT POINT WHERE MAIN ROAD TURNS RIGHT,
 KO0445'TURN LEFT AND GO EASTERLY ON TRACK ROAD 0.65 MILE TO A
 KO0445'FORK, TAKE THE LEFT FORK GO SOUTHEAST FOR 0.15 MILE TO
 KO0445'WHERE MAIN TRACK ROAD TURNS SHARP RIGHT, BEAR LEFT
 KO0445'(4-WHEEL DRIVE NECESSARY) AND WORK WAY SOUTHEAST IN
 KO0445'GENERAL DIRECTION OF TABLE MOUNTAIN FOR 0.6 MILE TO VERTICAL
 KO0445'CLIFFS ON WEST SIDE OF MOUNTAIN AND END OF TRUCK TRAVEL.
 KO0445'PACK EASTERLY UP STEEP SLOPE TO HIGHEST POINT AND STATION AS
 KO0445'DESCRIBED. (2 HOUR PACK).
 KO0445'
 KO0445'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED TABLE
 KO0445'1965, IS SET IN A DRILL HOLE IN BEDROCK ABOUT 8 INCHES BELOW
 KO0445'THE SURFACE OF THE BEDROCK.  THE MARK IS ON HIGHEST POINT
 KO0445'OF MOUNTAIN, 15 FEET WEST OF EAST EDGE OF CLIFF AND 8 FEET
 KO0445'SOUTHEAST OF CAIRN.
 KO0445'
 KO0445'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED TABLE NO
 KO0445'1 1965, IS SET IN A DRILL HOLE IN BEDROCK ABOUT 1 FOOT LOWER
 KO0445'IN ELEVATION THAN THE STATION.  THE MARK IS 16 FEET SOUTHEAST
 KO0445'OF STATION AND 24 FEET SOUTHEAST OF CAIRN.
 KO0445'
 KO0445'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED TABLE
 KO0445'NO 2 1965, IS SET IN A DRILL HOLE IN BEDROCK ABOUT 2 INCHES
 KO0445'BELOW THE SURFACE OF THE GROUND.  THE MARK IS NORTHWEST OF
 KO0445'STATION, IS ABOUT THE SAME ELEVATION AS STATION AND IS 8 FEET
 KO0445'WEST OF THE CAIRN.
 KO0445'
 KO0445'AZIMUTH MARK, A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 KO0445'DISK STAMPED 38 WF 4532 1953, IS SET IN THE TOP OF A 6 INCH
 KO0445'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES.  THE MARK
 KO0445'IS 120 FEET EAST OF SIGN KEG SPRINGS 12, KEG PASS 13, 97 FEET
 KO0445'EAST OF CENTER OF BLADED ROAD, 50 FEET EAST OF CENTER OF
 KO0445'GRAVELED ROAD AND 3.5 FEET NORTH-NORTHEAST OF BOUNDRY SIGN.
 KO0445'
 KO0445'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KO0445
 KO0445                          STATION RECOVERY (1984)
 KO0445
 KO0445'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984 (JR)
 KO0445'TABLE 1965 RECOVERED GOOD.
 KO0445'
 KO0445'TABLE NO 1 1965 RECOVERED GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0816 ***********************************************************************
 HN0816  DESIGNATION -  TABLE CLIFF
 HN0816  PID         -  HN0816
 HN0816  STATE/COUNTY-  UT/GARFIELD
 HN0816  COUNTRY     -  US
 HN0816  USGS QUAD   -  PINE LAKE (2017)
 HN0816
 HN0816                         *CURRENT SURVEY CONTROL
 HN0816  ______________________________________________________________________
 HN0816* NAD 83(1994) POSITION- 37 41 11.47222(N) 111 54 08.45619(W)   ADJUSTED
 HN0816* NAVD 88 ORTHO HEIGHT -  3106.9   (meters)    10193.    (feet) VERTCON3
 HN0816  ______________________________________________________________________
 HN0816  GEOID HEIGHT    -        -19.856 (meters)                     GEOID18
 HN0816  LAPLACE CORR    -          1.99  (seconds)                    DEFLEC18
 HN0816  HORZ ORDER      -  THIRD
 HN0816
 HN0816.The horizontal coordinates were established by classical geodetic methods
 HN0816.and adjusted by the National Geodetic Survey in November 1997.
 HN0816
 HN0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0816
 HN0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0816.GEOID18 height accuracy estimate available here.
 HN0816
 HN0816.Click photographs - Photos may exist for this station.
 HN0816
 HN0816.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0816
 HN0816. The following values were computed from the NAD 83(1994) position.
 HN0816
 HN0816;                    North         East     Units Scale Factor Converg.
 HN0816;SPC UT S     - 3,113,262.935   464,512.588   MT  0.99995274   -0 14 47.5
 HN0816;SPC UT S     -10,214,096.81  1,523,988.38   sFT  0.99995274   -0 14 47.5
 HN0816;UTM  12      - 4,171,417.720   420,439.286   MT  0.99967797   -0 33 06.0
 HN0816
 HN0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0816!SPC UT S     -   0.99951582  x   0.99995274  =   0.99946859
 HN0816!UTM  12      -   0.99951582  x   0.99967797  =   0.99919395
 HN0816
 HN0816:                Primary Azimuth Mark                     Grid Az
 HN0816:SPC UT S     -  STUMP                                    191 08 31.4
 HN0816:UTM  12      -  STUMP                                    191 26 49.9
 HN0816
 HN0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG2043971417(NAD 83)
 HN0816
 HN0816|---------------------------------------------------------------------|
 HN0816| PID    Reference Object                     Distance      Geod. Az  |
 HN0816|                                                           dddmmss.s |
 HN0816| HN0815 STUMP                               APPROX. 8.5 KM 1905343.9 |
 HN0816|---------------------------------------------------------------------|
 HN0816
 HN0816                          SUPERSEDED SURVEY CONTROL
 HN0816
 HN0816  NAD 83(1986)-  37 41 11.46882(N)    111 54 08.46125(W) AD(       ) 3
 HN0816  NAD 27      -  37 41 11.52991(N)    111 54 05.79285(W) AD(       ) 3
 HN0816  NGVD 29 (07/19/86) 3105.3    (m)        10188.     (f) VERT ANG       
 HN0816
 HN0816.Superseded values are not recommended for survey control.
 HN0816
 HN0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0816.See file dsdata.pdf to determine how the superseded data were derived.
 HN0816
 HN0816_MARKER: DD = SURVEY DISK
 HN0816_SETTING: 66 = SET IN ROCK OUTCROP
 HN0816_STAMPING: TABLE CLIFF 1929
 HN0816_MARK LOGO: USFS
 HN0816_MAGNETIC: N = NO MAGNETIC MATERIAL
 HN0816_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0816+STABILITY: POSITION/ELEVATION WELL
 HN0816
 HN0816  HISTORY     - Date     Condition        Report By
 HN0816  HISTORY     - 1929     MONUMENTED       USGS
 HN0816
 HN0816                          STATION DESCRIPTION
 HN0816
 HN0816'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 HN0816'LOCATED 30 MI. ESE. OF PANGUITCH, ABOUT 17 MI. (AIRLINE) WSW. OF
 HN0816'ESCALANTE, ON EXTREME SOUTHWARD SALIENT OF HIGH PLATEAU SEPARATING
 HN0816'PANGUITCH HAYFIELDS FROM POTATO VALLEY.  ONLY APPROACH IS FROM N.
 HN0816'ANIMALS CAN BE TAKEN BY TRAIL FROM PINE LAKE TO STATION.  T 36 S,
 HN0816'R 1 W, SEC. 9.
 HN0816'
 HN0816'STATION MARK--STANDARD TABLET, STAMPED ---TABLE CLIFF---, CEMENTED IN
 HN0816'ROCK AND SET FLUSH WITH GROUND AT PROBABLE CENTER OF STATION MARK OF
 HN0816'POWELL SURVEY.
 HN0816'
 HN0816'REFERENCE MARKS--TRIANGLES FORMED BY GROUP OF THREE SPIKES EACH
 HN0816'DRIVEN INTO BLAZED SIDES OF TREES AT DISTANCES, FROM
 HN0816'STATION MARK AS FOLLOWS (1) PINE, 67.6 FT., N 11 DEG 49 MIN E,
 HN0816'(2) SPRUCE, 80.3 FT., N 54 DEG 53 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0154 ***********************************************************************
 LO0154  DESIGNATION -  TABONIA
 LO0154  PID         -  LO0154
 LO0154  STATE/COUNTY-  UT/DUCHESNE
 LO0154  COUNTRY     -  US
 LO0154  USGS QUAD   -  TABIONA (2017)
 LO0154
 LO0154                         *CURRENT SURVEY CONTROL
 LO0154  ______________________________________________________________________
 LO0154* NAD 83(1994) POSITION- 40 19 32.55750(N) 110 40 56.40480(W)   ADJUSTED
 LO0154* NAVD 88 ORTHO HEIGHT -  1960.606 (meters)     6432.42  (feet) ADJUSTED
 LO0154  ______________________________________________________________________
 LO0154  GEOID HEIGHT    -        -15.766 (meters)                     GEOID18
 LO0154  LAPLACE CORR    -         -7.44  (seconds)                    DEFLEC18
 LO0154  DYNAMIC HEIGHT  -       1958.626 (meters)     6425.93  (feet) COMP
 LO0154  MODELED GRAVITY -    979,546.4   (mgal)                       NAVD 88
 LO0154
 LO0154  HORZ ORDER      -  FIRST
 LO0154  VERT ORDER      -  SECOND    CLASS 0
 LO0154
 LO0154.The horizontal coordinates were established by classical geodetic methods
 LO0154.and adjusted by the National Geodetic Survey in November 1997.
 LO0154
 LO0154.The orthometric height was determined by differential leveling and
 LO0154.adjusted by the NATIONAL GEODETIC SURVEY
 LO0154.in June 1991.
 LO0154
 LO0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0154.GEOID18 height accuracy estimate available here.
 LO0154
 LO0154.Click photographs - Photos may exist for this station.
 LO0154
 LO0154.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0154
 LO0154.The dynamic height is computed by dividing the NAVD 88
 LO0154.geopotential number by the normal gravity value computed on the
 LO0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0154.degrees latitude (g = 980.6199 gals.).
 LO0154
 LO0154.The modeled gravity was interpolated from observed gravity values.
 LO0154
 LO0154. The following values were computed from the NAD 83(1994) position.
 LO0154
 LO0154;                    North         East     Units Scale Factor Converg.
 LO0154;SPC UT C     - 2,221,512.087   569,485.261   MT  0.99993544   +0 31 25.6
 LO0154;SPC UT C     - 7,288,410.91  1,868,386.23   sFT  0.99993544   +0 31 25.6
 LO0154;UTM  12      - 4,463,957.321   526,986.567   MT  0.99960896   +0 12 20.1
 LO0154
 LO0154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0154!SPC UT C     -   0.99969500  x   0.99993544  =   0.99963046
 LO0154!UTM  12      -   0.99969500  x   0.99960896  =   0.99930408
 LO0154
 LO0154:                Primary Azimuth Mark                     Grid Az
 LO0154:SPC UT C     -  TABONIA AZ MK                            069 18 30.8
 LO0154:UTM  12      -  TABONIA AZ MK                            069 37 36.3
 LO0154
 LO0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK2698663957(NAD 83)
 LO0154
 LO0154|---------------------------------------------------------------------|
 LO0154| PID    Reference Object                     Distance      Geod. Az  |
 LO0154|                                                           dddmmss.s |
 LO0154| LO0155 TABONIA RM 1                         21.052 METERS 03409     |
 LO0154| CP5894 TABONIA AZ MK                                      0694956.4 |
 LO0154| LO0156 TABONIA RM 2                         16.428 METERS 26827     |
 LO0154|---------------------------------------------------------------------|
 LO0154
 LO0154                          SUPERSEDED SURVEY CONTROL
 LO0154
 LO0154  NAD 83(1993)-  40 19 32.55673(N)    110 40 56.40398(W) AD(       ) 1
 LO0154  NAD 83(1986)-  40 19 32.54054(N)    110 40 56.39570(W) AD(       ) 1
 LO0154  NAD 27      -  40 19 32.71100(N)    110 40 53.81900(W) AD(       ) 1
 LO0154  NGVD 29 (??/??/92) 1959.232  (m)         6427.91   (f) ADJ UNCH    2 0
 LO0154  NGVD 29 (07/19/86) 1961.0    (m)         6434.     (f) VERT ANG       
 LO0154
 LO0154.Superseded values are not recommended for survey control.
 LO0154
 LO0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0154.See file dsdata.pdf to determine how the superseded data were derived.
 LO0154
 LO0154_MARKER: DS = TRIANGULATION STATION DISK
 LO0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0154_STAMPING: TABONIA 1946
 LO0154_MARK LOGO: CGS
 LO0154_PROJECTION: PROJECTING 9 CENTIMETERS
 LO0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0154+STABILITY: SURFACE MOTION
 LO0154
 LO0154  HISTORY     - Date     Condition        Report By
 LO0154  HISTORY     - 1946     MONUMENTED       CGS
 LO0154  HISTORY     - 1959     GOOD             USGS
 LO0154  HISTORY     - 1962     GOOD             CGS
 LO0154
 LO0154                          STATION DESCRIPTION
 LO0154
 LO0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO0154'STATION IS LOCATED APPROXIMATELY 19 MILES AIRLINE NORTHWEST
 LO0154'OF DUCHESNE, 3 MILES AIRLINE SOUTH-SOUTHEAST OF TABIONA,
 LO0154'APPROXIMATELY 20 FEET SOUTH OF CENTERLINE OF ROAD, 4 FEET
 LO0154'NORTH OF FENCE LINE, PROJECTS APPROXIMATELY 3 INCHES, STAMPED--
 LO0154'TABONIA 1946.
 LO0154'
 LO0154'REFERENCE MARK NO. 1 IS APPROXIMATELY 25 FEET NORTH OF CENTERLINE
 LO0154'OF ROAD, 6 FEET SOUTH OF FENCE LINE, APPROXIMATELY 6 FEET
 LO0154'LOWER THAN STATION MARK, PROJECTS APPROXIMATELY 6 INCHES,
 LO0154'STAMPED--TABONIA NO 1 1946.
 LO0154'
 LO0154'REFERENCE MARK NO. 2 IS APPROXIMATELY 20 FEET SOUTH OF CENTERLINE
 LO0154'OF ROAD, 4 FEET NORTH OF FENCE LINE, APPROXIMATELY THE SAME
 LO0154'ELEVATION AS STATION MARK, PROJECTS APPROXIMATELY 6 INCHES,
 LO0154'STAMPED--TABONIA NO 2 1946.
 LO0154'
 LO0154'AZIMUTH MARK IS APPROXIMATELY 15 FEET NORTH OF CENTERLINE OF
 LO0154'ROAD, 4 FEET NORTH OF FENCE LINE, PROJECTS APPROXIMATELY
 LO0154'10 FEET, STAMPED--TABONIA 1946.
 LO0154'
 LO0154'TO REACH FROM DUCHESNE, GO WEST ON U.S. HIGHWAY 40 FOR 19.2
 LO0154'MILES TO SIDE ROAD RIGHT.  TURN RIGHT (NORTH) AND GO 9.75
 LO0154'MILES TO AZIMUTH MARK AS DESCRIBED ABOVE.  CONTINUE STRAIGHT
 LO0154'AHEAD FOR 0.25 MILE TO STATION ON LEFT AS DESCRIBED ABOVE.
 LO0154'A DRIVE STATION.
 LO0154
 LO0154                          STATION RECOVERY (1959)
 LO0154
 LO0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LO0154'RECOVERED.
 LO0154'
 LO0154'STATION MARK--STANDARD DISK, STAMPED ---TABONIA 1946---, 4 FT. N.
 LO0154'OF FENCE LINE, PROJECTS APPROXIMATELY 3 IN.
 LO0154
 LO0154                          STATION RECOVERY (1962)
 LO0154
 LO0154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LO0154'4.1 MI S FROM TABIONA.
 LO0154'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0154'TABIONA, THENCE 0.75 MILES SOUTH ALONG STATE HIGHWAY 208, THENCE 0.45
 LO0154'MILES NORTHWEST ALONG A DIRT ROAD, 22 FEET SOUTHWEST OF THE CENTER
 LO0154'LINE OF THE ROAD, 54.0 FEET SOUTHEAST OF TABONIA R.M. 2, 69.7 FEET
 LO0154'WEST-SOUTHWEST OF AND ACROSS THE ROAD FROM TABONIA R.M. 1, 4.8 FEET
 LO0154'NORTHEAST OF A FENCE, 1.4 FEET NORTHWEST OF A WITNESS POST, ABOUT 3
 LO0154'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LO0154'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0155 ***********************************************************************
 LO0155  DESIGNATION -  TABONIA RM 1
 LO0155  PID         -  LO0155
 LO0155  STATE/COUNTY-  UT/DUCHESNE
 LO0155  COUNTRY     -  US
 LO0155  USGS QUAD   -  TABIONA (2017)
 LO0155
 LO0155                         *CURRENT SURVEY CONTROL
 LO0155  ______________________________________________________________________
 LO0155* NAD 83(1986) POSITION- 40 19 33.12   (N) 110 40 55.90   (W)   HD_HELD1
 LO0155* NAVD 88 ORTHO HEIGHT -  1959.193 (meters)     6427.79  (feet) ADJUSTED
 LO0155  ______________________________________________________________________
 LO0155  GEOID HEIGHT    -        -15.765 (meters)                     GEOID18
 LO0155  DYNAMIC HEIGHT  -       1957.215 (meters)     6421.30  (feet) COMP
 LO0155  MODELED GRAVITY -    979,546.6   (mgal)                       NAVD 88
 LO0155
 LO0155  VERT ORDER      -  SECOND    CLASS 0
 LO0155
 LO0155.The horizontal coordinates were determined by differentially corrected
 LO0155.hand held GPS observations or other comparable positioning techniques
 LO0155.and have an estimated accuracy of +/- 3 meters.
 LO0155
 LO0155.The orthometric height was determined by differential leveling and
 LO0155.adjusted by the NATIONAL GEODETIC SURVEY
 LO0155.in June 1991.
 LO0155
 LO0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0155.GEOID18 height accuracy estimate available here.
 LO0155
 LO0155.Click photographs - Photos may exist for this station.
 LO0155
 LO0155.The dynamic height is computed by dividing the NAVD 88
 LO0155.geopotential number by the normal gravity value computed on the
 LO0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0155.degrees latitude (g = 980.6199 gals.).
 LO0155
 LO0155.The modeled gravity was interpolated from observed gravity values.
 LO0155
 LO0155;                    North         East    Units  Estimated Accuracy
 LO0155;SPC UT C     - 2,221,529.5     569,497.0     MT  (+/- 3 meters HH1 GPS) 
 LO0155
 LO0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK2699863974(NAD 83)
 LO0155
 LO0155                          SUPERSEDED SURVEY CONTROL
 LO0155
 LO0155  NGVD 29 (??/??/92) 1957.819  (m)         6423.28   (f) ADJ UNCH    2 0
 LO0155
 LO0155.Superseded values are not recommended for survey control.
 LO0155
 LO0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0155.See file dsdata.pdf to determine how the superseded data were derived.
 LO0155
 LO0155_MARKER: DR = REFERENCE MARK DISK
 LO0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0155_STAMPING: TABONIA NO 1 1946
 LO0155_MARK LOGO: CGS
 LO0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0155+STABILITY: SURFACE MOTION
 LO0155
 LO0155  HISTORY     - Date     Condition        Report By
 LO0155  HISTORY     - 1946     MONUMENTED       CGS
 LO0155  HISTORY     - 1962     GOOD             CGS
 LO0155
 LO0155                          STATION DESCRIPTION
 LO0155
 LO0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0155'4.1 MI S FROM TABIONA.
 LO0155'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0155'TABIONA, THENCE 0.75 MILES SOUTH ALONG STATE HIGHWAY 208, THENCE 0.45
 LO0155'MILES NORTHWEST ALONG A DIRT ROAD, 37 FEET NORTHEAST OF THE CENTER
 LO0155'LINE OF THE ROAD, 110.2 FEET EAST OF AND ACROSS THE ROAD FROM BENCH
 LO0155'MARK R.M. 2, 69.7 FEET EAST-NORTHEAST OF TRIANGULATION STATION
 LO0155'TABONIA, 6 FEET SOUTHWEST OF A FENCE, ABOUT 1 FOOT LOWER THAN THE
 LO0155'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 LO0155'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0156 ***********************************************************************
 LO0156  DESIGNATION -  TABONIA RM 2
 LO0156  PID         -  LO0156
 LO0156  STATE/COUNTY-  UT/DUCHESNE
 LO0156  COUNTRY     -  US
 LO0156  USGS QUAD   -  TABIONA (2017)
 LO0156
 LO0156                         *CURRENT SURVEY CONTROL
 LO0156  ______________________________________________________________________
 LO0156* NAD 83(1986) POSITION- 40 19 32.54   (N) 110 40 57.10   (W)   HD_HELD1
 LO0156* NAVD 88 ORTHO HEIGHT -  1960.840 (meters)     6433.19  (feet) ADJUSTED
 LO0156  ______________________________________________________________________
 LO0156  GEOID HEIGHT    -        -15.765 (meters)                     GEOID18
 LO0156  DYNAMIC HEIGHT  -       1958.860 (meters)     6426.69  (feet) COMP
 LO0156  MODELED GRAVITY -    979,546.6   (mgal)                       NAVD 88
 LO0156
 LO0156  VERT ORDER      -  SECOND    CLASS 0
 LO0156
 LO0156.The horizontal coordinates were determined by differentially corrected
 LO0156.hand held GPS observations or other comparable positioning techniques
 LO0156.and have an estimated accuracy of +/- 3 meters.
 LO0156
 LO0156.The orthometric height was determined by differential leveling and
 LO0156.adjusted by the NATIONAL GEODETIC SURVEY
 LO0156.in June 1991.
 LO0156
 LO0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0156.GEOID18 height accuracy estimate available here.
 LO0156
 LO0156.Click photographs - Photos may exist for this station.
 LO0156
 LO0156.The dynamic height is computed by dividing the NAVD 88
 LO0156.geopotential number by the normal gravity value computed on the
 LO0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0156.degrees latitude (g = 980.6199 gals.).
 LO0156
 LO0156.The modeled gravity was interpolated from observed gravity values.
 LO0156
 LO0156;                    North         East    Units  Estimated Accuracy
 LO0156;SPC UT C     - 2,221,511.4     569,468.9     MT  (+/- 3 meters HH1 GPS) 
 LO0156
 LO0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK2697063956(NAD 83)
 LO0156
 LO0156                          SUPERSEDED SURVEY CONTROL
 LO0156
 LO0156  NGVD 29 (??/??/92) 1959.466  (m)         6428.68   (f) ADJ UNCH    2 0
 LO0156
 LO0156.Superseded values are not recommended for survey control.
 LO0156
 LO0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0156.See file dsdata.pdf to determine how the superseded data were derived.
 LO0156
 LO0156_MARKER: DR = REFERENCE MARK DISK
 LO0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0156_STAMPING: TABONIA NO 2 1946
 LO0156_MARK LOGO: CGS
 LO0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0156+STABILITY: SURFACE MOTION
 LO0156
 LO0156  HISTORY     - Date     Condition        Report By
 LO0156  HISTORY     - 1946     MONUMENTED       CGS
 LO0156  HISTORY     - 1962     GOOD             CGS
 LO0156
 LO0156                          STATION DESCRIPTION
 LO0156
 LO0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0156'4.1 MI S FROM TABIONA.
 LO0156'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0156'TABIONA, THENCE 0.75 MILES SOUTH ALONG STATE HIGHWAY 208, THENCE 0.45
 LO0156'MILES NORTHWEST ALONG A DIRT ROAD, 20 FEET SOUTHWEST OF THE CENTER
 LO0156'LINE OF THE ROAD, 54.0 FEET NORTHWEST OF TRIANGULATION STATION
 LO0156'TABONIA, 110.2 FEET WEST OF AND ACROSS THE ROAD FROM R.M. 1, 4.8 FEET
 LO0156'NORTHEAST OF A FENCE, ABOUT 4 FEET HIGHER THAN THE ROAD, AND SET IN
 LO0156'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AB5695 ***********************************************************************
 AB5695  DESIGNATION -  TAFT
 AB5695  PID         -  AB5695
 AB5695  STATE/COUNTY-  UT/UINTAH
 AB5695  COUNTRY     -  US
 AB5695  USGS QUAD   -  LAPOINT (2017)
 AB5695
 AB5695                         *CURRENT SURVEY CONTROL
 AB5695  ______________________________________________________________________
 AB5695* NAD 83(1994) POSITION- 40 25 56.30511(N) 109 47 51.61073(W)   ADJUSTED
 AB5695* NAVD 88 ORTHO HEIGHT -  1855.5   (meters)     6088.    (feet) VERTCON3
 AB5695  ______________________________________________________________________
 AB5695  GEOID HEIGHT    -        -16.645 (meters)                     GEOID18
 AB5695  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 AB5695  HORZ ORDER      -  THIRD
 AB5695
 AB5695.The horizontal coordinates were established by classical geodetic methods
 AB5695.and adjusted by the National Geodetic Survey in November 1997.
 AB5695
 AB5695.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB5695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB5695
 AB5695.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5695.GEOID18 height accuracy estimate available here.
 AB5695
 AB5695.Click photographs - Photos may exist for this station.
 AB5695
 AB5695.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB5695
 AB5695. The following values were computed from the NAD 83(1994) position.
 AB5695
 AB5695;                    North         East     Units Scale Factor Converg.
 AB5695;SPC UT C     - 2,234,404.991   644,432.188   MT  0.99995311   +1 05 25.7
 AB5695;SPC UT C     - 7,330,710.37  2,114,274.60   sFT  0.99995311   +1 05 25.7
 AB5695;UTM  12      - 4,476,434.879   601,981.624   MT  0.99972802   +0 46 47.4
 AB5695
 AB5695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5695!SPC UT C     -   0.99971162  x   0.99995311  =   0.99966474
 AB5695!UTM  12      -   0.99971162  x   0.99972802  =   0.99943972
 AB5695
 AB5695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK0198176434(NAD 83)
 AB5695
 AB5695                          SUPERSEDED SURVEY CONTROL
 AB5695
 AB5695  NAD 83(1993)-  40 25 56.30440(N)    109 47 51.61101(W) AD(       ) 3
 AB5695  NAD 83(1986)-  40 25 56.28282(N)    109 47 51.59754(W) AD(       ) 3
 AB5695  NGVD 29 (07/31/96) 1854.2    (m)         6083.     (f) VERT ANG       
 AB5695
 AB5695.Superseded values are not recommended for survey control.
 AB5695
 AB5695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5695.See file dsdata.pdf to determine how the superseded data were derived.
 AB5695
 AB5695_MARKER: DS = TRIANGULATION STATION DISK
 AB5695
 AB5695  HISTORY     - Date     Condition        Report By
 AB5695  HISTORY     - 1913     MONUMENTED       USGS
 AB5695
 AB5695                          STATION DESCRIPTION
 AB5695
 AB5695'DESCRIBED BY US GEOLOGICAL SURVEY 1913
 AB5695'LOCATED ABOUT 2 MI. DUE N. OF THE VILLAGE OF LA POINT IN T 1 S, R 2 E,
 AB5695'N. 1/2 SEC. 5, AT THE S. END OF A LONG CEDAR AND SAGEBRUSH RIDGE
 AB5695'RUNNING N-S.
 AB5695'TO REACH FROM LA POINT POST OFFICE, PROCEED E. 0.5 MI. ALONG STATE
 AB5695'HIGHWAY 246 TO WELL-TRAVELED OILED RD., TURN LEFT AND PROCEED 2.9 MI.
 AB5695'N. TO THE S. EDGE OF A N-S. BENCH AT WHICH POINT TURN LEFT AND PROCEED
 AB5695'W. 0.1 MI. ON DIM TRACK RD. TO END OF TRUCK TRAVEL AT W. EDGE OF
 AB5695'BLUFF.  A 10 MINUTE PACK SW. TO HIGH POINT AT END OF LONG N-S. RIDGE.
 AB5695'STATION MARK--A STANDARD TABLET STAMPED---TAFT---, SET IN A BOULDER.
 AB5695'REFERENCE MARKS--NONE SET.
 AB5695'NOTE--STATION MARK (BRASS TABLET) WAS RECEMENTED IN THE BOULDER, FOUND
 AB5695'IN FAIR CONDITION.  DUE TO CEMENT CRACKING, TABLET WAS LOOSE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0016 ***********************************************************************
 LQ0016  DESIGNATION -  TAH
 LQ0016  PID         -  LQ0016
 LQ0016  STATE/COUNTY-  UT/TOOELE
 LQ0016  COUNTRY     -  US
 LQ0016  USGS QUAD   -  WENDOVER (2017)
 LQ0016
 LQ0016                         *CURRENT SURVEY CONTROL
 LQ0016  ______________________________________________________________________
 LQ0016* NAD 83(1994) POSITION- 40 44 19.63174(N) 114 00 36.03955(W)   ADJUSTED
 LQ0016* NAVD 88 ORTHO HEIGHT -  1289.286 (meters)     4229.93  (feet) ADJUSTED
 LQ0016  ______________________________________________________________________
 LQ0016  GEOID HEIGHT    -        -18.150 (meters)                     GEOID18
 LQ0016  LAPLACE CORR    -         -4.10  (seconds)                    DEFLEC18
 LQ0016  DYNAMIC HEIGHT  -       1288.307 (meters)     4226.72  (feet) COMP
 LQ0016  MODELED GRAVITY -    979,820.6   (mgal)                       NAVD 88
 LQ0016
 LQ0016  HORZ ORDER      -  THIRD
 LQ0016  VERT ORDER      -  SECOND    CLASS 0
 LQ0016
 LQ0016.The horizontal coordinates were established by classical geodetic methods
 LQ0016.and adjusted by the National Geodetic Survey in November 1997.
 LQ0016
 LQ0016.The orthometric height was determined by differential leveling and
 LQ0016.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0016.in June 1991.
 LQ0016
 LQ0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0016.GEOID18 height accuracy estimate available here.
 LQ0016
 LQ0016.Click photographs - Photos may exist for this station.
 LQ0016
 LQ0016.The Laplace correction was computed from DEFLEC18 derived deflections.
 LQ0016
 LQ0016.The dynamic height is computed by dividing the NAVD 88
 LQ0016.geopotential number by the normal gravity value computed on the
 LQ0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0016.degrees latitude (g = 980.6199 gals.).
 LQ0016
 LQ0016.The modeled gravity was interpolated from observed gravity values.
 LQ0016
 LQ0016. The following values were computed from the NAD 83(1994) position.
 LQ0016
 LQ0016;                    North         East     Units Scale Factor Converg.
 LQ0016;SPC UT C     - 2,270,037.985   288,011.125   MT  1.00002330   -1 36 28.3
 LQ0016;SPC UT C     - 7,447,616.29    944,916.50   sFT  1.00002330   -1 36 28.3
 LQ0016;UTM  11      - 4,514,061.805   752,469.982   MT  1.00038463   +1 57 08.4
 LQ0016;UTM  12      - 4,514,119.636   245,839.162   MT  1.00039518   -1 57 55.5
 LQ0016
 LQ0016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0016!SPC UT C     -   0.99980064  x   1.00002330  =   0.99982394
 LQ0016!UTM  11      -   0.99980064  x   1.00038463  =   1.00018520
 LQ0016!UTM  12      -   0.99980064  x   1.00039518  =   1.00019574
 LQ0016
 LQ0016:                Primary Azimuth Mark                     Grid Az
 LQ0016:SPC UT C     -  WEND                                     263 13 52.2
 LQ0016:UTM  11      -  WEND                                     259 40 15.5
 LQ0016:UTM  12      -  WEND                                     263 35 19.4
 LQ0016
 LQ0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF5246914061(NAD 83)
 LQ0016
 LQ0016|---------------------------------------------------------------------|
 LQ0016| PID    Reference Object                     Distance      Geod. Az  |
 LQ0016|                                                           dddmmss.s |
 LQ0016| LQ0015 TAH RM 1                              9.081 METERS 15001     |
 LQ0016| LQ0600 WENDOVER AFB CONTROL TOWER          APPROX. 2.6 KM 2424044.7 |
 LQ0016| LQ0599 WENDOVER AFB WATER TANK             APPROX. 2.9 KM 2522806.0 |
 LQ0016| LQ0602 WEND                                APPROX. 3.1 KM 2613723.9 |
 LQ0016| LQ0017 TAH RM 2                             12.845 METERS 26242     |
 LQ0016| LQ0598 WENDOVER USAF WARNING BEACON        APPROX. 1.6 KM 2724400.7 |
 LQ0016| LQ0586 WENDOVER USAF BCN AT WENDOVER       APPROX. 1.8 KM 3315757.0 |
 LQ0016|---------------------------------------------------------------------|
 LQ0016
 LQ0016                          SUPERSEDED SURVEY CONTROL
 LQ0016
 LQ0016  NAD 83(1986)-  40 44 19.62481(N)    114 00 36.03379(W) AD(       ) 3
 LQ0016  NAD 27      -  40 44 19.87607(N)    114 00 32.99983(W) AD(       ) 3
 LQ0016  NGVD 29 (??/??/92) 1288.33   (m)         4226.8    (f) COMPUTED    2 0
 LQ0016  NGVD 29            1288.33   (m)         4226.8    (f) LEVELING    3  
 LQ0016
 LQ0016.Superseded values are not recommended for survey control.
 LQ0016
 LQ0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0016.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0016
 LQ0016_MARKER: DS = TRIANGULATION STATION DISK
 LQ0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0016_STAMPING: TAH 1957
 LQ0016_MARK LOGO: CGS
 LQ0016_PROJECTION: FLUSH
 LQ0016_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0016+STABILITY: SURFACE MOTION
 LQ0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0016+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1996
 LQ0016
 LQ0016  HISTORY     - Date     Condition        Report By
 LQ0016  HISTORY     - 1957     MONUMENTED       CGS
 LQ0016  HISTORY     - 1957     GOOD             CGS
 LQ0016  HISTORY     - 1976     GOOD             NGS
 LQ0016  HISTORY     - 1977     GOOD             NGS
 LQ0016  HISTORY     - 1984     GOOD             DMA
 LQ0016  HISTORY     - 19910826 GOOD             DOD
 LQ0016  HISTORY     - 19960615 GOOD             NGS
 LQ0016
 LQ0016                          STATION DESCRIPTION
 LQ0016
 LQ0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0016'THE STATION IS LOCATED ON THE SOUTH SIDE OF U.S. HIGHWAY 40 IN
 LQ0016'THE FLATS ABOUT 1-1/2 MILES EAST OF WENDOVER.
 LQ0016'
 LQ0016'TO REACH FROM THE STATE HIGHWAY PATROL CHECKING STATION IN EAST
 LQ0016'WENDOVER, GO EASTERLY ON U.S. HIGHWAY 40 FOR 1.1 MILES TO THE
 LQ0016'STATION ON THE RIGHT.
 LQ0016'
 LQ0016'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE
 LQ0016'CYLINDERS FLUSH WITH THE GROUND.
 LQ0016'
 LQ0016'THE STATION MARK, STAMPED TAH 1957, IS 61 FEET SOUTH OF THE
 LQ0016'CENTER LINE OF U.S. HIGHWAY 40, 62 FEET SOUTHWEST OF THE SOUTH
 LQ0016'CENTER SIDE OF A HIGHWAY CULVERT AND 7 FEET SOUTHEAST OF A
 LQ0016'WITNESS POST.
 LQ0016'
 LQ0016'REFERENCE MARK 1 IS STAMPED TAH NO 1 1957.
 LQ0016'
 LQ0016'REFERENCE MARK 2, STAMPED TAH NO 2 1957, IS 66 FEET SOUTH
 LQ0016'OF THE CENTER OF HIGHWAY.
 LQ0016
 LQ0016                          STATION RECOVERY (1957)
 LQ0016
 LQ0016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LQ0016'2.3 MI E FROM WENDOVER.
 LQ0016'2.3 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF U.S.
 LQ0016'HIGHWAYS 40 AND 50 ALT. AT THE WEST END OF WENDOVER, 61.0 FEET SOUTH
 LQ0016'OF CENTERLINE OF HIGHWAY, 29.4 FEET NORTHWEST OF R.M. 1, 42.0 FEET
 LQ0016'EAST OF R.M. 2, 7.0 FEET EAST OF WITNESS POST, SET IN A ROUND CONCRETE
 LQ0016'POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 LQ0016
 LQ0016                          STATION RECOVERY (1976)
 LQ0016
 LQ0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (REM)
 LQ0016'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AS
 LQ0016'DESCRIBED AND IN GOOD CONDITION.  A THOROUGH SEARCH WAS MADE FOR
 LQ0016'REFERENCE MARK NO. 1 BUT IT WAS NOT RECOVERED.
 LQ0016
 LQ0016                          STATION RECOVERY (1977)
 LQ0016
 LQ0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LQ0016'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE
 LQ0016'AND DIRECTION TO MARKS CHECKED FAIRLY WELL.
 LQ0016'
 LQ0016'STATION IS REACHED FROM THE UTAH STATE PORT OF ENTRY WHICH IS AT
 LQ0016'THE EAST SIDE OF WENDOVER.  GO SOUTHEAST AND EAST ON A SURFACED ROAD
 LQ0016'(OLD U.S. HIGHWAY 40) FOR 0.55 MILE TO THE STATION ON THE RIGHT, AS
 LQ0016'DESCRIBED.
 LQ0016'
 LQ0016'STATION IS A STANDARD STATION MARK DISK, STAMPED TAH 1957, SET IN THE
 LQ0016'TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES.  MARK IS
 LQ0016'60 FEET SOUTH OF THE APPROXIMATE CENTER OF OLD U.S. HIGHWAY 40 AND
 LQ0016'1.8 FEET SOUTHWEST OF A METAL WITNESS POST.
 LQ0016'
 LQ0016'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED TAH
 LQ0016'NO 1 1957, SET IN THE TOP OF A ROUND CONCRETE MONUMENT ABOUT 3
 LQ0016'INCHES BELOW THE GROUND SURFACE.  MARK IS 1 FOOT EAST OF A METAL
 LQ0016'WITNESS POST.
 LQ0016'
 LQ0016'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED TAH NO 2
 LQ0016'1957, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT
 LQ0016'2 INCHES.  MARK IS 66 FEET SOUTH OF OLD HIGHWAY 40 AND 1 FOOT SOUTH
 LQ0016'OF A METAL WITNESS POST.
 LQ0016'
 LQ0016'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES EAST
 LQ0016'OF WENDOVER.
 LQ0016
 LQ0016                          STATION RECOVERY (1984)
 LQ0016
 LQ0016'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984 (GS)
 LQ0016'TAH 1957 STATION AND RMS RECOVERED AS DESCRIBED AND IN GOOD
 LQ0016'CONDITION.
 LQ0016
 LQ0016                          STATION RECOVERY (1991)
 LQ0016
 LQ0016'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1991 (RFA)
 LQ0016'RECOVERED AS DESCRIBED.
 LQ0016
 LQ0016                          STATION RECOVERY (1996)
 LQ0016
 LQ0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DW)
 LQ0016'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0015 ***********************************************************************
 LQ0015  DESIGNATION -  TAH RM 1
 LQ0015  PID         -  LQ0015
 LQ0015  STATE/COUNTY-  UT/TOOELE
 LQ0015  COUNTRY     -  US
 LQ0015  USGS QUAD   -  WENDOVER (2017)
 LQ0015
 LQ0015                         *CURRENT SURVEY CONTROL
 LQ0015  ______________________________________________________________________
 LQ0015* NAD 83(1986) POSITION- 40 44 19.38   (N) 114 00 35.85   (W)   HD_HELD1
 LQ0015* NAVD 88 ORTHO HEIGHT -  1289.065 (meters)     4229.21  (feet) ADJUSTED
 LQ0015  ______________________________________________________________________
 LQ0015  GEOID HEIGHT    -        -18.150 (meters)                     GEOID18
 LQ0015  DYNAMIC HEIGHT  -       1288.086 (meters)     4226.00  (feet) COMP
 LQ0015  MODELED GRAVITY -    979,820.4   (mgal)                       NAVD 88
 LQ0015
 LQ0015  VERT ORDER      -  SECOND    CLASS 0
 LQ0015
 LQ0015.The horizontal coordinates were determined by differentially corrected
 LQ0015.hand held GPS observations or other comparable positioning techniques
 LQ0015.and have an estimated accuracy of +/- 3 meters.
 LQ0015
 LQ0015.The orthometric height was determined by differential leveling and
 LQ0015.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0015.in June 1991.
 LQ0015
 LQ0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0015.GEOID18 height accuracy estimate available here.
 LQ0015
 LQ0015.Click photographs - Photos may exist for this station.
 LQ0015
 LQ0015.The dynamic height is computed by dividing the NAVD 88
 LQ0015.geopotential number by the normal gravity value computed on the
 LQ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0015.degrees latitude (g = 980.6199 gals.).
 LQ0015
 LQ0015.The modeled gravity was interpolated from observed gravity values.
 LQ0015
 LQ0015;                    North         East    Units  Estimated Accuracy
 LQ0015;SPC UT C     - 2,270,030.1     288,015.4     MT  (+/- 3 meters HH1 GPS) 
 LQ0015
 LQ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF5247414054(NAD 83)
 LQ0015
 LQ0015                          SUPERSEDED SURVEY CONTROL
 LQ0015
 LQ0015  NGVD 29 (??/??/92) 1288.113  (m)         4226.08   (f) ADJ UNCH    2 0
 LQ0015
 LQ0015.Superseded values are not recommended for survey control.
 LQ0015
 LQ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0015.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0015
 LQ0015_MARKER: DR = REFERENCE MARK DISK
 LQ0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0015_STAMPING: TAH NO 1 1957
 LQ0015_MARK LOGO: CGS
 LQ0015_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0015+STABILITY: SURFACE MOTION
 LQ0015
 LQ0015  HISTORY     - Date     Condition        Report By
 LQ0015  HISTORY     - 1957     MONUMENTED       CGS
 LQ0015  HISTORY     - 19910826 GOOD             DOD
 LQ0015
 LQ0015                          STATION DESCRIPTION
 LQ0015
 LQ0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0015'2.3 MI E FROM WENDOVER.
 LQ0015'2.3 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF U.S.
 LQ0015'HIGHWAYS 40 AND 50 ALT. AT THE WEST END OF WENDOVER, 86.0 FEET SOUTH
 LQ0015'OF CENTERLINE OF HIGHWAY, 29.4 FEET SOUTHEAST OF STATION MARK, SET IN
 LQ0015'A ROUND CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND SURFACE.
 LQ0015
 LQ0015                          STATION RECOVERY (1991)
 LQ0015
 LQ0015'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1991 (RFA)
 LQ0015'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0017 ***********************************************************************
 LQ0017  DESIGNATION -  TAH RM 2
 LQ0017  PID         -  LQ0017
 LQ0017  STATE/COUNTY-  UT/TOOELE
 LQ0017  COUNTRY     -  US
 LQ0017  USGS QUAD   -  WENDOVER (2017)
 LQ0017
 LQ0017                         *CURRENT SURVEY CONTROL
 LQ0017  ______________________________________________________________________
 LQ0017* NAD 83(1986) POSITION- 40 44 19.58   (N) 114 00 36.58   (W)   HD_HELD1
 LQ0017* NAVD 88 ORTHO HEIGHT -  1288.997 (meters)     4228.98  (feet) ADJUSTED
 LQ0017  ______________________________________________________________________
 LQ0017  GEOID HEIGHT    -        -18.150 (meters)                     GEOID18
 LQ0017  DYNAMIC HEIGHT  -       1288.018 (meters)     4225.77  (feet) COMP
 LQ0017  MODELED GRAVITY -    979,820.4   (mgal)                       NAVD 88
 LQ0017
 LQ0017  VERT ORDER      -  SECOND    CLASS 0
 LQ0017
 LQ0017.The horizontal coordinates were determined by differentially corrected
 LQ0017.hand held GPS observations or other comparable positioning techniques
 LQ0017.and have an estimated accuracy of +/- 3 meters.
 LQ0017
 LQ0017.The orthometric height was determined by differential leveling and
 LQ0017.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0017.in June 1991.
 LQ0017
 LQ0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0017.GEOID18 height accuracy estimate available here.
 LQ0017
 LQ0017.Click photographs - Photos may exist for this station.
 LQ0017
 LQ0017.The dynamic height is computed by dividing the NAVD 88
 LQ0017.geopotential number by the normal gravity value computed on the
 LQ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0017.degrees latitude (g = 980.6199 gals.).
 LQ0017
 LQ0017.The modeled gravity was interpolated from observed gravity values.
 LQ0017
 LQ0017;                    North         East    Units  Estimated Accuracy
 LQ0017;SPC UT C     - 2,270,036.7     287,998.4     MT  (+/- 3 meters HH1 GPS) 
 LQ0017
 LQ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF5245714059(NAD 83)
 LQ0017
 LQ0017                          SUPERSEDED SURVEY CONTROL
 LQ0017
 LQ0017  NGVD 29 (??/??/92) 1288.045  (m)         4225.86   (f) ADJ UNCH    2 0
 LQ0017
 LQ0017.Superseded values are not recommended for survey control.
 LQ0017
 LQ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0017.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0017
 LQ0017_MARKER: DR = REFERENCE MARK DISK
 LQ0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0017_STAMPING: TAH NO 2 1957
 LQ0017_MARK LOGO: CGS
 LQ0017_PROJECTION: FLUSH
 LQ0017_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0017+STABILITY: SURFACE MOTION
 LQ0017
 LQ0017  HISTORY     - Date     Condition        Report By
 LQ0017  HISTORY     - 1957     MONUMENTED       CGS
 LQ0017  HISTORY     - 19910826 GOOD             DOD
 LQ0017
 LQ0017                          STATION DESCRIPTION
 LQ0017
 LQ0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0017'2.3 MI E FROM WENDOVER.
 LQ0017'2.3 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF U.S.
 LQ0017'HIGHWAYS 40 AND 50 ALT. AT THE WEST END OF WENDOVER, 69.0 FEET SOUTH
 LQ0017'OF CENTERLINE OF HIGHWAY, 42.0 FEET WEST OF STATION MARK, SET IN A
 LQ0017'ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 LQ0017
 LQ0017                          STATION RECOVERY (1991)
 LQ0017
 LQ0017'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1991 (RFA)
 LQ0017'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0793 ***********************************************************************
 LO0793  DESIGNATION -  TANK
 LO0793  PID         -  LO0793
 LO0793  STATE/COUNTY-  UT/UTAH
 LO0793  COUNTRY     -  US
 LO0793  USGS QUAD   -  WEST MOUNTAIN (2017)
 LO0793
 LO0793                         *CURRENT SURVEY CONTROL
 LO0793  ______________________________________________________________________
 LO0793* NAD 83(1994) POSITION- 40 00 35.92444(N) 111 48 33.10790(W)   ADJUSTED
 LO0793* NAVD 88 ORTHO HEIGHT -  1434.    (meters)     4705.    (feet) SCALED
 LO0793  ______________________________________________________________________
 LO0793  GEOID HEIGHT    -        -17.483 (meters)                     GEOID18
 LO0793  LAPLACE CORR    -          5.80  (seconds)                    DEFLEC18
 LO0793  HORZ ORDER      -  THIRD
 LO0793
 LO0793.The horizontal coordinates were established by classical geodetic methods
 LO0793.and adjusted by the National Geodetic Survey in November 1997.
 LO0793
 LO0793.The orthometric height was scaled from a topographic map.
 LO0793
 LO0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0793.GEOID18 height accuracy estimate available here.
 LO0793
 LO0793.Click photographs - Photos may exist for this station.
 LO0793
 LO0793.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0793
 LO0793. The following values were computed from the NAD 83(1994) position.
 LO0793
 LO0793;                    North         East     Units Scale Factor Converg.
 LO0793;SPC UT C     - 2,186,184.878   473,602.951   MT  0.99990347   -0 11 53.0
 LO0793;SPC UT C     - 7,172,508.22  1,553,812.35   sFT  0.99990347   -0 11 53.0
 LO0793;UTM  12      - 4,429,178.353   430,936.871   MT  0.99965872   -0 31 13.0
 LO0793
 LO0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0793!SPC UT C     -   0.99977782  x   0.99990347  =   0.99968131
 LO0793!UTM  12      -   0.99977782  x   0.99965872  =   0.99943662
 LO0793
 LO0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK3093629178(NAD 83)
 LO0793
 LO0793                          SUPERSEDED SURVEY CONTROL
 LO0793
 LO0793  NAD 83(1993)-  40 00 35.92446(N)    111 48 33.10831(W) AD(       ) 3
 LO0793  NAD 83(1986)-  40 00 35.91152(N)    111 48 33.10283(W) AD(       ) 3
 LO0793  NAD 27      -  40 00 36.07431(N)    111 48 30.33537(W) AD(       ) 3
 LO0793
 LO0793.Superseded values are not recommended for survey control.
 LO0793
 LO0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0793.See file dsdata.pdf to determine how the superseded data were derived.
 LO0793
 LO0793_MARKER: 51 = TANK
 LO0793
 LO0793  HISTORY     - Date     Condition        Report By
 LO0793  HISTORY     - 1948     FIRST OBSERVED   USGS
 LO0793
 LO0793                          STATION DESCRIPTION
 LO0793
 LO0793'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 LO0793'LOCATED ABOUT 2.5 MI. NW. OF SANTAQUIN AT A GRAVEL PLANT.
 LO0793'
 LO0793'STATION MARK - WATER TANK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0414 ***********************************************************************
 JN0414  DESIGNATION -  TANKS
 JN0414  PID         -  JN0414
 JN0414  STATE/COUNTY-  UT/EMERY
 JN0414  COUNTRY     -  US
 JN0414  USGS QUAD   -  BOWKNOT BEND (2017)
 JN0414
 JN0414                         *CURRENT SURVEY CONTROL
 JN0414  ______________________________________________________________________
 JN0414* NAD 83(1994) POSITION- 38 30 38.67075(N) 110 04 42.52357(W)   ADJUSTED
 JN0414* NAVD 88 ORTHO HEIGHT -  1591.1   (meters)     5220.    (feet) VERTCON3
 JN0414  ______________________________________________________________________
 JN0414  GEOID HEIGHT    -        -20.432 (meters)                     GEOID18
 JN0414  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 JN0414  HORZ ORDER      -  SECOND
 JN0414
 JN0414.The horizontal coordinates were established by classical geodetic methods
 JN0414.and adjusted by the National Geodetic Survey in November 1997.
 JN0414
 JN0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0414
 JN0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0414.GEOID18 height accuracy estimate available here.
 JN0414
 JN0414.Click photographs - Photos may exist for this station.
 JN0414
 JN0414.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0414
 JN0414. The following values were computed from the NAD 83(1994) position.
 JN0414
 JN0414;                    North         East     Units Scale Factor Converg.
 JN0414;SPC UT C     - 2,020,682.461   623,999.821   MT  1.00016317   +0 54 38.1
 JN0414;SPC UT C     - 6,629,522.37  2,047,239.41   sFT  1.00016317   +0 54 38.1
 JN0414;SPC UT S     - 3,205,613.914   623,983.961   MT  1.00003166   +0 52 15.4
 JN0414;SPC UT S     -10,517,084.98  2,047,187.38   sFT  1.00003166   +0 52 15.4
 JN0414;UTM  12      - 4,262,887.688   580,343.543   MT  0.99967949   +0 34 25.8
 JN0414
 JN0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0414!SPC UT C     -   0.99975361  x   1.00016317  =   0.99991674
 JN0414!SPC UT S     -   0.99975361  x   1.00003166  =   0.99978526
 JN0414!UTM  12      -   0.99975361  x   0.99967949  =   0.99943318
 JN0414
 JN0414:                Primary Azimuth Mark                     Grid Az
 JN0414:SPC UT C     -  TANKS AZ MK                              290 24 23.3
 JN0414:SPC UT S     -  TANKS AZ MK                              290 26 46.0
 JN0414:UTM  12      -  TANKS AZ MK                              290 44 35.6
 JN0414
 JN0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH8034362887(NAD 83)
 JN0414
 JN0414|---------------------------------------------------------------------|
 JN0414| PID    Reference Object                     Distance      Geod. Az  |
 JN0414|                                                           dddmmss.s |
 JN0414| JM0577 BEEHIVE SHAPED BUTTE                APPROX.19.1 KM 0892630.2 |
 JN0414| CM7199 TANKS RM 1                            4.775 METERS 16533     |
 JN0414| CM7200 TANKS RM 2                            7.928 METERS 24422     |
 JN0414| CM7198 TANKS AZ MK                                        2911901.4 |
 JN0414|---------------------------------------------------------------------|
 JN0414
 JN0414                          SUPERSEDED SURVEY CONTROL
 JN0414
 JN0414  NAD 83(1986)-  38 30 38.65988(N)    110 04 42.52140(W) AD(       ) 2
 JN0414  NAD 27      -  38 30 38.72491(N)    110 04 40.05915(W) AD(       ) 2
 JN0414  NGVD 29 (07/19/86) 1590.1    (m)         5217.     (f) VERT ANG       
 JN0414
 JN0414.Superseded values are not recommended for survey control.
 JN0414
 JN0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0414.See file dsdata.pdf to determine how the superseded data were derived.
 JN0414
 JN0414_MARKER: DS = TRIANGULATION STATION DISK
 JN0414_SETTING: 80 = SET IN A BOULDER
 JN0414
 JN0414  HISTORY     - Date     Condition        Report By
 JN0414  HISTORY     - 1938     MONUMENTED       CGS
 JN0414  HISTORY     - 1953     GOOD             USGS
 JN0414  HISTORY     - 1963     GOOD             CGS
 JN0414
 JN0414                          STATION DESCRIPTION
 JN0414
 JN0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JN0414'ABOUT 35 MILES S BY E OF GREEN RIVER, UTAH, ON DIVIDE BETWEEN
 JN0414'DRAINAGE OF COTTONWOOD TANKS WASH AND BARRIER CANYON ON GROUND
 JN0414'WHICH HAS NO PROMINENT POINTS AND HAS A GENERAL SLOPE EASTWARD
 JN0414'TO GREEN RIVER.  GROUND SLOPES GENTLY TO S AND DROPS OFF
 JN0414'IN A SLOPING ROCKY BLUFF TO N FOR A DISTANCE OF ABOUT 100
 JN0414'FEET.  IT THEN CONTINUES TO N IN A WIDE GRASSY FLAT.  STATION
 JN0414'IS ABOUT 6 MILES AIRLINE NNE OF TIDWELL RANCH WHICH IS SITE OF
 JN0414'AN ABANDONED OIL WELL.
 JN0414'
 JN0414'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 JN0414'BOULDERS AS DESCRIBED.  AZIMUTH MARK IS
 JN0414'A STANDARD BRONZE DISK IN OUTCROPPING BEDROCK AS DESCRIBED.
 JN0414'
 JN0414'TO REACH STATION FROM GREEN RIVER, UTAH, GO E 0.1 MILE AND S
 JN0414'0.1 MILE ON U.S. 50 TO A GASOLINE SERVICE STATION WHERE
 JN0414'HIGHWAY TURNS E.  HERE LEAVE HIGHWAY AND FOLLOW A DIRT ROAD
 JN0414'ALONG RR TRACKS 0.2 MILE TO A POINT WHERE ROAD CROSSES TRACKS.
 JN0414'CROSS TRACKS AND GO S 0.1 MILE TO A FORK IN A WASH.  THENCE
 JN0414'TAKE EXTREME R FORK WHICH IS ROAD TO HANKSVILLE, UTAH, AND
 JN0414'FOLLOW MAIN-TRAVELED, GRADED ROAD 2.4 MILES TO A FORK.  THENCE
 JN0414'TAKE L FORK AND FOLLOW MAIN TRACK ROAD 14.7 MILES.  HERE ROAD
 JN0414'RUNS EASTERLY ON A FLAT-TOPPED RIDGE.  THENCE KEEP STRAIGHT
 JN0414'AHEAD 3.0 MILES ON MAIN-TRAVELED ROAD TO A FORK AT EDGE
 JN0414'OF A HILL.  THIS FORK IS A SWITCH-BACK AND CUT-OFF.  TAKE L
 JN0414'FORK GOING TO STATION AND FOLLOW SWITCH-BACK IN RETURNING
 JN0414'FROM STATION.  THENCE FOLLOW MAIN-TRAVELED ROAD DOWN A
 JN0414'WASH AND ACROSS FLAT ABOUT 2.6 MILES TO WHERE ROADS
 JN0414'CONVERGE IN BOTTOM OF WASH.  HERE KEEP TO R DOWN WASH
 JN0414'ABOUT 0.15 MILE TO BRIDGE ACROSS SAN RAFAEL RIVER.  CROSS
 JN0414'BRIDGE AND FOLLOW MAIN-TRAVELED ROAD SOUTHERLY ACROSS
 JN0414'WASHES, GULLIES, AND SANDSTONE RIDGES, FINALLY COMING
 JN0414'OUT ON TOP OF ROLLING BENCHLAND AND TOTAL DISTANCE OF 12.2
 JN0414'MILES TO A DIM FORK.  THENCE KEEP R FORK MAIN-TRAVELED ROAD
 JN0414'SOUTHEASTERLY 1.0 MILE TO ANOTHER FORK.  HERE AGAIN KEEP R
 JN0414'FORK MAIN-TRAVELED ROAD AND CONTINUE 2.3 MILES TO A TURN IN
 JN0414'ROAD AND AN OLD ROAD COMING IN FROM L.  THERE IS A
 JN0414'3-FOOT, IRON, GEAR WHEEL ON R SIDE OF ROAD.  FROM HERE
 JN0414'CONTINUE SOUTHERLY ON MAIN-TRAVELED ROAD 5.9 MILES TO A
 JN0414'MAIL BOX IN A FORK AT A SALT LICK.  THENCE TAKE L FORK
 JN0414'SOUTHEASTERLY 2.7 MILES TO RIM OF CANYON.  FOLLOW ROUGH, RUTTED,
 JN0414'BADLY-WASHED, ROCKY, SWITCH-BACK ROAD DOWN TO BOTTOM OF CANYON
 JN0414'AND THEN UP OTHER WALL TO SE RIM ABOVE A GATE.  THENCE CONTINUE
 JN0414'ON TRACK ROAD ABOUT 4.0 MILES TO AN OLD OIL WELL WHICH HAS
 JN0414'BEEN ABANDONED AND IS NOW TIDWELLS CATTLE RANCH.  THIS POINT
 JN0414'IS END OF TRUCK TRAVEL.  FROM HERE FOLLOW A HORSE TRAIL
 JN0414'NORTHERLY AND EASTERLY ABOUT 1 MILE AND CROSS A ROCKY CANYON.
 JN0414'THENCE CONTINUE IN SAME DIRECTION ACROSS COUNTRY KEEPING
 JN0414'TO W OF A BROAD, SHALLOW VALLEY TO E AND COME TO A WIDE,
 JN0414'GRASSY FLAT.  CONTINUE NORTHEASTERLY ACROSS THIS FLAT TO
 JN0414'STATION SITE.  STATION IS ABOUT 6-1/2 MILES FROM TIDWELLS
 JN0414'RANCH.
 JN0414'
 JN0414'NOTE--ROAD ACROSS CANYON WAS IN VERY POOR CONDITION IN 1938.
 JN0414'CONSIDERABLE WORK WILL BE REQUIRED IN REPAIRING THIS ROAD FOR
 JN0414'ITS USE IN CROSSING CANYON IN FUTURE.
 JN0414'
 JN0414'REFERENCE MARK NO. 1 IS S OF STATION AT ABOUT SAME ELEVATION.
 JN0414'REFERENCE MARK NO. 2 IS WSW OF STATION AT ABOUT SAME ELEVATION.
 JN0414'
 JN0414'AZIMUTH MARK IS ABOUT 1/4 MILE WNW OF STATION ON N SLOPE OF RIDGE
 JN0414'IN SANDSTONE BEDROCK.
 JN0414
 JN0414                          STATION RECOVERY (1953)
 JN0414
 JN0414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 JN0414'RECOVERED.
 JN0414
 JN0414                          STATION RECOVERY (1963)
 JN0414
 JN0414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JN0414'THE STATION MARK, REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 JN0414'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCES AND
 JN0414'DIRECTIONS TO THE REFERENCE MARKS AND THE DIRECTION TO THE
 JN0414'AZIMUTH MARK CHECKED WITH THE PREVIOUS MEASUREMENTS.  THE
 JN0414'1938 ROUTE TO THE STATION WAS NOT CHECKED.  A NEW AND COMPLETE
 JN0414'DESCRIPTION FOLLOWS--
 JN0414'
 JN0414'THE STATION IS LOCATED ABOUT 36 MILES EAST NORTHEAST OF HANKSVILLE,
 JN0414'35 MILES SOUTH OF THE TOWN OF GREEN RIVER, 2 MILES WEST OF
 JN0414'THE GREEN RIVER, 3/4 MILE NORTH OF THE EMERY-WAYNE COUNTY
 JN0414'LINE ON THE NORTH RIM OF A PLATEAU-LIKE BUNCH GRASS FLAT.
 JN0414'THE FLAT FALLS AWAY STEEPLY TO THE NORTH TO ANOTHER FLAT AREA
 JN0414'SOMEWHAT LARGER.  THERE IS SLIGHTLY HIGHER GROUND ABOUT 1/2
 JN0414'MILE TO THE NORTHWEST ON THE SAME RIM.
 JN0414'
 JN0414'TO REACH THE STATION BY HELICOPTER FROM THE HANKSVILLE AIRPORT
 JN0414'FLY EAST NORTHEAST ON A TRUE COURSE OF 78 DEGREES FOR ABOUT
 JN0414'34-1/2 MILES TO THE NORTH RIM OF THE FLAT AND THE STATION.
 JN0414'TO REACH THE AZIMUTH MARK FROM THE STATION PACK WESTERLY FOR
 JN0414'0.25 MILE ALONG THE RIM TO A JUNIPER TREE AND THE MARK.
 JN0414'
 JN0414'THE STATION MARK IS A STANDARD DISK, STAMPED TANKS 1938, CEMENTED
 JN0414'IN A DRILL HOLE IN A BOULDER 1 FOOT SQUARE AND PROJECTING
 JN0414'2 INCHES ABOVE THE GROUND.  IT IS 345 FEET EAST OF A POINT ON
 JN0414'THE RIM WHERE A BLADED ROAD REACHES THE LEVEL OF THE FLAT, 30
 JN0414'FEET SOUTH OF THE NORTH RIM OF THE FLAT AND 6.3 FEET NORTH OF A 3
 JN0414'FOOT CAIRN.
 JN0414'
 JN0414'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TANKS NO 1 1938,
 JN0414'CEMENTED IN A DRILL HOLE IN A BOULDER ABOUT 1 FOOT SQUARE AND
 JN0414'FLUSH WITH THE GROUND.  IT IS 12.1 FEET SOUTHEAST OF THE CAIRN.
 JN0414'
 JN0414'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TANKS NO 2 1938,
 JN0414'CEMENTED IN A DRILL HOLE IN A BOULDER 1 FOOT SQUARE THAT IS
 JN0414'FLUSH WITH THE GROUND.  IT IS 36 FEET SOUTH OF THE NORTH
 JN0414'RIM OF THE FLAT.  NOTE 12C.
 JN0414'
 JN0414'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED TANKS 1938, CEMENTED
 JN0414'IN A DRILL HOLE IN AN OUTCROP OF BEDROCK 5 BY 8 FEET IN CROSS
 JN0414'SECTION AND FLUSH WITH THE GROUND ON A PART OF THE NORTH RIM OF
 JN0414'THE FLAT THAT SLOPES TO THE WEST AND ABOUT 14 FEET LOWER THAN
 JN0414'THE GENERAL LEVEL OF THE FLAT.  IT IS 160 FEET NORTHWEST OF
 JN0414'A JUNIPER TREE AND 1.0 FEET NORTH OF A SMALL CAIRN.  NOTE 17A.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0356 ***********************************************************************
 JN0356  DESIGNATION -  TANTLUS
 JN0356  PID         -  JN0356
 JN0356  STATE/COUNTY-  UT/GARFIELD
 JN0356  COUNTRY     -  US
 JN0356  USGS QUAD   -  GROVER (2017)
 JN0356
 JN0356                         *CURRENT SURVEY CONTROL
 JN0356  ______________________________________________________________________
 JN0356* NAD 83(1994) POSITION- 38 08 13.97186(N) 111 21 03.83607(W)   ADJUSTED
 JN0356* NAVD 88 ORTHO HEIGHT -  3285.    (meters)    10778.    (feet) SCALED
 JN0356  ______________________________________________________________________
 JN0356  GEOID HEIGHT    -        -18.144 (meters)                     GEOID18
 JN0356  LAPLACE CORR    -        -20.73  (seconds)                    DEFLEC18
 JN0356  HORZ ORDER      -  SECOND
 JN0356
 JN0356.The horizontal coordinates were established by classical geodetic methods
 JN0356.and adjusted by the National Geodetic Survey in November 1997.
 JN0356
 JN0356.The orthometric height was scaled from a topographic map.
 JN0356
 JN0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0356.GEOID18 height accuracy estimate available here.
 JN0356
 JN0356.Click photographs - Photos may exist for this station.
 JN0356
 JN0356.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0356
 JN0356. The following values were computed from the NAD 83(1994) position.
 JN0356
 JN0356;                    North         East     Units Scale Factor Converg.
 JN0356;SPC UT S     - 3,163,219.539   513,056.472   MT  0.99997024   +0 05 28.5
 JN0356;SPC UT S     -10,377,996.10  1,683,252.78   sFT  0.99997024   +0 05 28.5
 JN0356;UTM  12      - 4,221,097.627   469,234.854   MT  0.99961166   -0 13 00.5
 JN0356
 JN0356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0356!SPC UT S     -   0.99948773  x   0.99997024  =   0.99945798
 JN0356!UTM  12      -   0.99948773  x   0.99961166  =   0.99909959
 JN0356
 JN0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH6923421097(NAD 83)
 JN0356
 JN0356                          SUPERSEDED SURVEY CONTROL
 JN0356
 JN0356  NAD 83(1986)-  38 08 13.96996(N)    111 21 03.84150(W) AD(       ) 2
 JN0356  NAD 27      -  38 08 14.03710(N)    111 21 01.22520(W) AD(       ) 2
 JN0356
 JN0356.Superseded values are not recommended for survey control.
 JN0356
 JN0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0356.See file dsdata.pdf to determine how the superseded data were derived.
 JN0356
 JN0356_MARKER: Z = SEE DESCRIPTION
 JN0356_SETTING: 0 = UNSPECIFIED SETTING
 JN0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0356
 JN0356  HISTORY     - Date     Condition        Report By
 JN0356  HISTORY     - 1934     MONUMENTED       CGS
 JN0356
 JN0356                          STATION DESCRIPTION
 JN0356
 JN0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0356'IN POWELL NATIONAL FOREST, ABOUT 2 MILES NORTHWEST OF WILDCAT
 JN0356'RANGER STATION, ON MOST NORTHEASTERN POINT OF BOULDER TOP
 JN0356'RANGE, AT AN ELEVATION OF 10,787 FEET.  TO REACH FROM TEASDALE,
 JN0356'FOLLOW FOREST SERVICE ROAD 20 MILES TO WILDCAT RANGER STATION.
 JN0356'TAKE TRAIL TO NORTHWARD MARKED BOULDER TOP AND CHOKECHERRY.
 JN0356'TAKE LEFT FORK MARKED BOULDER TOP, AND CONTINUE TO SUMMIT.  FROM
 JN0356'TRAIL END ON SUMMIT STATION IS ABOUT 200 YARDS TO EAST, ON
 JN0356'POINT OF RIDGE.
 JN0356'STATION TANTLUS (U.S.F.S.) (SEE
 JN0356'GEOGRAPHIC POSITION AND DESCRIPTION THEREOF) IS 12.770 METERS
 JN0356'(41.90 FEET) FROM STATION S 05 DEG 11 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0357 ***********************************************************************
 JN0357  DESIGNATION -  TANTLUS
 JN0357  PID         -  JN0357
 JN0357  STATE/COUNTY-  UT/GARFIELD
 JN0357  COUNTRY     -  US
 JN0357  USGS QUAD   -  GROVER (2017)
 JN0357
 JN0357                         *CURRENT SURVEY CONTROL
 JN0357  ______________________________________________________________________
 JN0357* NAD 83(1994) POSITION- 38 08 14.38432(N) 111 21 03.88348(W)   ADJUSTED
 JN0357* NAVD 88 ORTHO HEIGHT -  3284.1   (meters)    10775.    (feet) VERTCON3
 JN0357  ______________________________________________________________________
 JN0357  GEOID HEIGHT    -        -18.144 (meters)                     GEOID18
 JN0357  LAPLACE CORR    -        -20.71  (seconds)                    DEFLEC18
 JN0357  HORZ ORDER      -  FIRST
 JN0357
 JN0357.The horizontal coordinates were established by classical geodetic methods
 JN0357.and adjusted by the National Geodetic Survey in November 1997.
 JN0357
 JN0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0357
 JN0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0357.GEOID18 height accuracy estimate available here.
 JN0357
 JN0357.Click photographs - Photos may exist for this station.
 JN0357
 JN0357.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0357
 JN0357. The following values were computed from the NAD 83(1994) position.
 JN0357
 JN0357;                    North         East     Units Scale Factor Converg.
 JN0357;SPC UT S     - 3,163,232.255   513,055.297   MT  0.99997025   +0 05 28.5
 JN0357;SPC UT S     -10,378,037.82  1,683,248.92   sFT  0.99997025   +0 05 28.5
 JN0357;UTM  12      - 4,221,110.344   469,233.748   MT  0.99961166   -0 13 00.5
 JN0357
 JN0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0357!SPC UT S     -   0.99948779  x   0.99997025  =   0.99945806
 JN0357!UTM  12      -   0.99948779  x   0.99961166  =   0.99909965
 JN0357
 JN0357:                Primary Azimuth Mark                     Grid Az
 JN0357:SPC UT S     -  THOUSAND LAKE MTN                        340 05 19.2
 JN0357:UTM  12      -  THOUSAND LAKE MTN                        340 23 48.2
 JN0357
 JN0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH6923321110(NAD 83)
 JN0357
 JN0357|---------------------------------------------------------------------|
 JN0357| PID    Reference Object                     Distance      Geod. Az  |
 JN0357|                                                           dddmmss.s |
 JN0357| JN0356 TANTLUS                              12.770 METERS 17449     |
 JN0357| CM6575 TANTLUS RM 3 AZIMUTH                               2295625.1 |
 JN0357| CM6573 TANTLUS RM 1                         17.435 METERS 27620     |
 JN0357| JN0361 THOUSAND LAKE MTN                   APPROX.33.0 KM 3401047.7 |
 JN0357| CM6574 TANTLUS RM 2                          8.326 METERS 35432     |
 JN0357|---------------------------------------------------------------------|
 JN0357
 JN0357                          SUPERSEDED SURVEY CONTROL
 JN0357
 JN0357  NAD 83(1986)-  38 08 14.38241(N)    111 21 03.88891(W) AD(       ) 1
 JN0357  NAD 27      -  38 08 14.44961(N)    111 21 01.27265(W) AD(       ) 1
 JN0357  NGVD 29 (07/19/86) 3282.6    (m)        10770.     (f) VERT ANG       
 JN0357
 JN0357.Superseded values are not recommended for survey control.
 JN0357
 JN0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0357.See file dsdata.pdf to determine how the superseded data were derived.
 JN0357
 JN0357_MARKER: DS = TRIANGULATION STATION DISK
 JN0357_SETTING: 66 = SET IN ROCK OUTCROP
 JN0357
 JN0357  HISTORY     - Date     Condition        Report By
 JN0357  HISTORY     - 1934     MONUMENTED       CGS
 JN0357  HISTORY     - 1952     GOOD             USGS
 JN0357  HISTORY     - 1963     GOOD             CGS
 JN0357  HISTORY     - 1969     GOOD             USGS
 JN0357
 JN0357                          STATION DESCRIPTION
 JN0357
 JN0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 JN0357'IN POWELL NATIONAL FOREST, ABOUT 2 MILES NORTHWEST OF WILDCAT
 JN0357'RANGER STATION, ON MOST NORTHEASTERN POINT OF BOULDER TOP
 JN0357'RANGE, AT AN ELEVATION OF 10,787 FEET.  TO REACH FROM TEASDALE,
 JN0357'FOLLOW FOREST SERVICE ROAD 20 MILES TO WILDCAT RANGER STATION.
 JN0357'TAKE TRAIL TO NORTHWARD MARKED BOULDER TOP AND CHOKECHERRY.
 JN0357'TAKE LEFT FORK MARKED BOULDER TOP, AND CONTINUE TO SUMMIT.  FROM
 JN0357'TRAIL END ON SUMMIT STATION IS ABOUT 200 YARDS TO EAST, ON
 JN0357'POINT OF RIDGE.  STATION MARK IS STANDARD DISK IN BOULDER,
 JN0357'REFERENCE MARKS ARE STANDARD DISKS IN BOULDERS.
 JN0357'NO. 1 IS WEST OF STATION, 17.448 METERS (57.24
 JN0357'FEET) DISTANT.  NO. 2 IS TO NORTH,
 JN0357'8.332 METERS (27.34 FEET) FROM STATION.
 JN0357'NO. 3 (AZIMUTH MARK) IS TO SOUTHWEST, ON SMOOTH,
 JN0357'BARE ROCK SLOPE, ABOUT 3/8 MILE FROM STATION S 49 DEG 56 MIN W.
 JN0357'STATION TANTLUS (U.S.F.S.) (SEE
 JN0357'GEOGRAPHIC POSITION AND DESCRIPTION THEREOF) IS 12.770 METERS
 JN0357'(41.90 FEET) FROM STATION S 05 DEG 11 MIN E.  PACK TO
 JN0357'STATION REQUIRES 1-1/2 HOURS.
 JN0357
 JN0357                          STATION RECOVERY (1952)
 JN0357
 JN0357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 JN0357'STATION RECOVERED IN GOOD CONDITION.
 JN0357'
 JN0357'TO REACH FROM TEASDALE, DRIVE 9.0 MILES EASTERLY ON STATE
 JN0357'HIGHWAY 117 TO GROVER.  TURN RIGHT AND CONTINUE ON FOREST
 JN0357'SERVICE ROAD 0.5 MILES TO A FORKS.  TAKE RIGHT FORK 8.5 MILES
 JN0357'TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW TRACK
 JN0357'ROAD UP A STEEP GRADE 2.5 MILES TO THE TOP OF BOULDER MTN.
 JN0357'PACK RIGHT (N) ABOUT 300 YARDS TO A ROCKY POINT AND THE STATION.
 JN0357
 JN0357                          STATION RECOVERY (1963)
 JN0357
 JN0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JN0357'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 JN0357'AND IN GOOD CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE
 JN0357'AZIMUTH MARK.
 JN0357'
 JN0357'THE STATION WAS NOT OCCUPIED BUT USED FOR CHECK ANGLE ONLY.
 JN0357'
 JN0357'THE ORIGINAL ROUTE TO THE STATION IS ADEQUATE, HOWEVER, THE
 JN0357'PACKING TIME MAY BE CUT TO ABOUT 20 MINUTES BY GOING NORTH
 JN0357'FROM THE WILDCAT RANGER STATION ON STATE ROAD 117 FOR 1.9
 JN0357'MILES TO A BLADED SIDE ROAD LEFT (AT SIGN BOULDER TOP 4).  TURN
 JN0357'LEFT, UP STEEP ROUGH ROAD, FOR 2.6 MILES TO THE END OF TRUCK
 JN0357'TRAVEL (WITH 4-WHEEL DRIVE VEHICLE).  PACK NORTHERLY TO THE
 JN0357'SUMMIT AT THE EAST EDGE OF THE RIDGE AND THE STATION.
 JN0357
 JN0357                          STATION RECOVERY (1969)
 JN0357
 JN0357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JN0357'ALL MARKS IN GOOD CONDITION.
 JN0357'
 JN0357'REACHED BY HELICOPTER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0771 ***********************************************************************
 MS0771  DESIGNATION -  TARGET ET
 MS0771  PID         -  MS0771
 MS0771  STATE/COUNTY-  UT/BOX ELDER
 MS0771  COUNTRY     -  US
 MS0771  USGS QUAD   -  ROUND MOUNTAIN (2017)
 MS0771
 MS0771                         *CURRENT SURVEY CONTROL
 MS0771  ______________________________________________________________________
 MS0771* NAD 83(1994) POSITION- 41 07 08.41640(N) 113 00 24.71620(W)   ADJUSTED
 MS0771* NAVD 88 ORTHO HEIGHT -  1331.6   (meters)     4369.    (feet) VERTCON3
 MS0771  ______________________________________________________________________
 MS0771  GEOID HEIGHT    -        -17.011 (meters)                     GEOID18
 MS0771  LAPLACE CORR    -          1.84  (seconds)                    DEFLEC18
 MS0771  HORZ ORDER      -  SECOND
 MS0771
 MS0771.The horizontal coordinates were established by classical geodetic methods
 MS0771.and adjusted by the National Geodetic Survey in November 1997.
 MS0771
 MS0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0771
 MS0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0771.GEOID18 height accuracy estimate available here.
 MS0771
 MS0771.Click photographs - Photos may exist for this station.
 MS0771
 MS0771.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0771
 MS0771. The following values were computed from the NAD 83(1994) position.
 MS0771
 MS0771;                    North         East     Units Scale Factor Converg.
 MS0771;SPC UT N     - 1,088,345.440   373,459.359   MT  0.99995947   -0 59 36.8
 MS0771;SPC UT N     - 3,570,680.00  1,225,257.91   sFT  0.99995947   -0 59 36.8
 MS0771;SPC UT C     - 2,310,357.161   373,434.819   MT  1.00015058   -0 57 55.0
 MS0771;SPC UT C     - 7,579,896.79  1,225,177.40   sFT  1.00015058   -0 57 55.0
 MS0771;UTM  12      - 4,553,908.680   331,518.746   MT  0.99994937   -1 19 12.3
 MS0771
 MS0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0771!SPC UT N     -   0.99979384  x   0.99995947  =   0.99975332
 MS0771!SPC UT C     -   0.99979384  x   1.00015058  =   0.99994439
 MS0771!UTM  12      -   0.99979384  x   0.99994937  =   0.99974323
 MS0771
 MS0771:                Primary Azimuth Mark                     Grid Az
 MS0771:SPC UT N     -  NORTH LAKESIDE                           098 17 53.5
 MS0771:SPC UT C     -  NORTH LAKESIDE                           098 16 11.7
 MS0771:UTM  12      -  NORTH LAKESIDE                           098 37 29.0
 MS0771
 MS0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL3151853908(NAD 83)
 MS0771
 MS0771|---------------------------------------------------------------------|
 MS0771| PID    Reference Object                     Distance      Geod. Az  |
 MS0771|                                                           dddmmss.s |
 MS0771| MS0736 NORTH LAKESIDE                      APPROX.10.2 KM 0971816.7 |
 MS0771|---------------------------------------------------------------------|
 MS0771
 MS0771                          SUPERSEDED SURVEY CONTROL
 MS0771
 MS0771  NAD 83(1986)-  41 07 08.40644(N)    113 00 24.70554(W) AD(       ) 2
 MS0771  NAD 27      -  41 07 08.65443(N)    113 00 21.76697(W) AD(       ) 2
 MS0771  NGVD 29 (07/19/86) 1330.6    (m)         4365.     (f) VERT ANG       
 MS0771
 MS0771.Superseded values are not recommended for survey control.
 MS0771
 MS0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0771.See file dsdata.pdf to determine how the superseded data were derived.
 MS0771
 MS0771_MARKER: DD = SURVEY DISK
 MS0771_SETTING: 66 = SET IN ROCK OUTCROP
 MS0771_STAMPING: TARGET ET 1966
 MS0771_MARK LOGO: USGS
 MS0771_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0771+STABILITY: POSITION/ELEVATION WELL
 MS0771
 MS0771  HISTORY     - Date     Condition        Report By
 MS0771  HISTORY     - 1966     MONUMENTED       USGS
 MS0771  HISTORY     - 1983     GOOD             DMA
 MS0771
 MS0771                          STATION DESCRIPTION
 MS0771
 MS0771'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JMW)
 MS0771'LOCATED ABOUT 45 MI. (AIRLINE) NW. OF GRANTSVILLE.  ABOUT 12
 MS0771'MI. SE. OF HOGUP SIDING.  ABOUT 11.5 MI. N. OF THE HIGHEST
 MS0771'POINT OF THE GRASSY MOUNTAINS.  ABOUT 7.5 MI. DUE N. OF THE BOX
 MS0771'ELDER-TOOELE COUNTY LINE.  ON A SMALL TOP NEAR A U.S. AIR FORCE
 MS0771'COMMUNICATIONS BUILDING.
 MS0771'
 MS0771'REACHED BY HELICOPTER.  STATION CAN ALSO BE REACHED BY TRUCK BY
 MS0771'DRIVING NW. FROM THE AIR FORCE BASE TO BUILDING DESCRIBED ABOVE.
 MS0771'
 MS0771'STATION MARK--A STANDARD TABLET STAMPED ET TARGET 1966 CEMENTED
 MS0771'IN DRILL HOLE IN ROCK.
 MS0771'
 MS0771'REFERENCE MARKS--NONE.
 MS0771
 MS0771                          STATION RECOVERY (1983)
 MS0771
 MS0771'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983 (DS)
 MS0771'ET TARGET 1966 RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0237 ***********************************************************************
 MS0237  DESIGNATION -  TAYLOR
 MS0237  PID         -  MS0237
 MS0237  STATE/COUNTY-  UT/BOX ELDER
 MS0237  COUNTRY     -  US
 MS0237  USGS QUAD   -  MONUMENT PEAK NE (2017)
 MS0237
 MS0237                         *CURRENT SURVEY CONTROL
 MS0237  ______________________________________________________________________
 MS0237* NAD 83(1994) POSITION- 41 57 56.46259(N) 112 48 16.84220(W)   ADJUSTED
 MS0237* NAVD 88 ORTHO HEIGHT -  1364.056 (meters)     4475.24  (feet) ADJUSTED
 MS0237  ______________________________________________________________________
 MS0237  GEOID HEIGHT    -        -14.969 (meters)                     GEOID18
 MS0237  LAPLACE CORR    -          1.26  (seconds)                    DEFLEC18
 MS0237  DYNAMIC HEIGHT  -       1363.165 (meters)     4472.32  (feet) COMP
 MS0237  MODELED GRAVITY -    979,921.6   (mgal)                       NAVD 88
 MS0237
 MS0237  HORZ ORDER      -  SECOND
 MS0237  VERT ORDER      -  SECOND    CLASS 0
 MS0237
 MS0237.The horizontal coordinates were established by classical geodetic methods
 MS0237.and adjusted by the National Geodetic Survey in June 1998.
 MS0237
 MS0237.The orthometric height was determined by differential leveling and
 MS0237.adjusted by the NATIONAL GEODETIC SURVEY
 MS0237.in June 1991.
 MS0237
 MS0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0237.GEOID18 height accuracy estimate available here.
 MS0237
 MS0237.Click photographs - Photos may exist for this station.
 MS0237
 MS0237.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0237
 MS0237.The dynamic height is computed by dividing the NAVD 88
 MS0237.geopotential number by the normal gravity value computed on the
 MS0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0237.degrees latitude (g = 980.6199 gals.).
 MS0237
 MS0237.The modeled gravity was interpolated from observed gravity values.
 MS0237
 MS0237. The following values were computed from the NAD 83(1994) position.
 MS0237
 MS0237;                    North         East     Units Scale Factor Converg.
 MS0237;SPC UT N     - 1,182,094.134   391,848.657   MT  1.00003469   -0 51 36.9
 MS0237;SPC UT N     - 3,878,253.84  1,285,590.14   sFT  1.00003469   -0 51 36.9
 MS0237;UTM  12      - 4,647,541.278   350,457.893   MT  0.99987518   -1 12 25.1
 MS0237
 MS0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0237!SPC UT N     -   0.99978845  x   1.00003469  =   0.99982313
 MS0237!UTM  12      -   0.99978845  x   0.99987518  =   0.99966366
 MS0237
 MS0237:                Primary Azimuth Mark                     Grid Az
 MS0237:SPC UT N     -  TAYLOR AZ MK                             286 12 30.3
 MS0237:UTM  12      -  TAYLOR AZ MK                             286 33 18.5
 MS0237
 MS0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM5045747541(NAD 83)
 MS0237
 MS0237|---------------------------------------------------------------------|
 MS0237| PID    Reference Object                     Distance      Geod. Az  |
 MS0237|                                                           dddmmss.s |
 MS0237| MS0751 T14N R9 8W SECS 1 6 7 12             19.782 METERS 09029     |
 MS0237| MS0238 TAYLOR RM 2                          22.198 METERS 18253     |
 MS0237| MS0239 TAYLOR AZ MK                                       2852053.4 |
 MS0237|---------------------------------------------------------------------|
 MS0237
 MS0237                          SUPERSEDED SURVEY CONTROL
 MS0237
 MS0237  NAD 83(1986)-  41 57 56.45602(N)    112 48 16.82248(W) AD(       ) 2
 MS0237  NAD 27      -  41 57 56.74650(N)    112 48 13.88600(W) AD(       ) 2
 MS0237  NGVD 29 (??/??/92) 1363.041  (m)         4471.91   (f) ADJ UNCH    2 0
 MS0237  NGVD 29            1363.08   (m)         4472.0    (f) LEVELING    3  
 MS0237
 MS0237.Superseded values are not recommended for survey control.
 MS0237
 MS0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0237.See file dsdata.pdf to determine how the superseded data were derived.
 MS0237
 MS0237_MARKER: DS = TRIANGULATION STATION DISK
 MS0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0237_STAMPING: TAYLOR 1960
 MS0237_MARK LOGO: CGS
 MS0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0237+STABILITY: SURFACE MOTION
 MS0237
 MS0237  HISTORY     - Date     Condition        Report By
 MS0237  HISTORY     - 1960     MONUMENTED       CGS
 MS0237  HISTORY     - 1960     GOOD             CGS
 MS0237  HISTORY     - 1966     GOOD             USGS
 MS0237  HISTORY     - 1973     GOOD             USAF
 MS0237
 MS0237                          STATION DESCRIPTION
 MS0237
 MS0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 MS0237'THE STATION IS 4.8 MILES WEST ALONG U.S. HIGHWAY 30 S FROM THE
 MS0237'MAIN INTERSECTION OF SNOWVILLE, 0.1 MILE SOUTH OF THE HIGHWAY
 MS0237'AT THE SOUTHEAST CORNER OF A CULTIVATED FIELD AND 15 FEET NORTH
 MS0237'OF A GRAVELLED STRIP MARKING AN OLD ROADBED.
 MS0237'
 MS0237'THE STATION, WITH UNDERGROUND MARK, STAMPED TAYLOR 1960 IS A
 MS0237'STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT PROJECTING 2
 MS0237'INCHES 65 FEET WEST OF A T FENCE CORNER AND 4.5 FEET SOUTHEAST
 MS0237'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 MS0237'
 MS0237'REFERENCE MARK 2, STAMPED TAYLOR NO 2 1960, IS A STANDARD DISK
 MS0237'SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING 6 INCHES 100
 MS0237'FEET SOUTHWEST OF THE T FENCE CORNER, 70 FEET WEST OF A NORTH-SOUTH
 MS0237'FENCE LINE AND 58 FEET SOUTH OF THE GRAVELLED STRIP.
 MS0237'
 MS0237'REFERENCE MARK 1, STAMPED R9W T14N R8W 1 6 12 7 1957, IS A BRONZE
 MS0237'DISK OF THE BOX ELDER COUNTY SURVEY DEPARTMENT SET IN THE TOP
 MS0237'OF A 6-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 10 INCHES
 MS0237'AND IS AT THE T FENCE CORNER.
 MS0237'
 MS0237'THE AZIMUTH MARK, STAMPED TAYLOR 1960, IS A STANDARD DISK SET
 MS0237'IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING 6 INCHES.  IT IS
 MS0237'0.45 MILE WEST ALONG U.S. HIGHWAY 30 S FROM A POINT OPPOSITE
 MS0237'THE STATION, 60 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND
 MS0237'2 FEET SOUTH OF THE NORTH RIGHT OF WAY FENCE AND A WOODEN FENCE
 MS0237'POST WITH SIGN ATTACHED.
 MS0237
 MS0237                          STATION RECOVERY (1960)
 MS0237
 MS0237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 MS0237'4.9 MI W FROM SNOWVILLE.
 MS0237'4.8 MILES WEST ON U.S. HIGHWAY 30S FROM THE NELSON CAFE AT SNOWVILLE,
 MS0237'THENCE 0.1 MILE SOUTH, 72.83 FEET NORTH OF R.M. 2, 65 FEET WEST OF A
 MS0237'FENCE CORNER, 4.5 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN,
 MS0237'SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES.
 MS0237
 MS0237                          STATION RECOVERY (1966)
 MS0237
 MS0237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MS0237'ALL MARKS FOUND IN GOOD CONDITION.
 MS0237'
 MS0237'THE OLD DESCRIPTION IS ADEQUATE.
 MS0237
 MS0237                          STATION RECOVERY (1973)
 MS0237
 MS0237'RECOVERY NOTE BY US AIR FORCE 1973 (FG)
 MS0237'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 MS0237'CONDITION.
 MS0237'
 MS0237'REFERENCE MARK 1, REFERENCE MARK 2, AND AZIMUTH MARK WERE
 MS0237'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0422 ***********************************************************************
 LP0422  DESIGNATION -  TAYLOR
 LP0422  PID         -  LP0422
 LP0422  STATE/COUNTY-  UT/TOOELE
 LP0422  COUNTRY     -  US
 LP0422  USGS QUAD   -  FARNSWORTH PEAK (2017)
 LP0422
 LP0422                         *CURRENT SURVEY CONTROL
 LP0422  ______________________________________________________________________
 LP0422* NAD 83(1994) POSITION- 40 43 30.06337(N) 112 13 39.79539(W)   ADJUSTED
 LP0422* NAVD 88 ORTHO HEIGHT -  1295.7   (meters)     4251.    (feet) VERTCON3
 LP0422  ______________________________________________________________________
 LP0422  GEOID HEIGHT    -        -17.312 (meters)                     GEOID18
 LP0422  LAPLACE CORR    -          5.53  (seconds)                    DEFLEC18
 LP0422  HORZ ORDER      -  FIRST
 LP0422
 LP0422.The horizontal coordinates were established by classical geodetic methods
 LP0422.and adjusted by the National Geodetic Survey in November 1997.
 LP0422
 LP0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0422
 LP0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0422.GEOID18 height accuracy estimate available here.
 LP0422
 LP0422.Click photographs - Photos may exist for this station.
 LP0422
 LP0422.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0422
 LP0422. The following values were computed from the NAD 83(1994) position.
 LP0422
 LP0422;                    North         East     Units Scale Factor Converg.
 LP0422;SPC UT C     - 2,265,784.375   438,518.788   MT  1.00001953   -0 27 58.2
 LP0422;SPC UT C     - 7,433,660.90  1,438,707.06   sFT  1.00001953   -0 27 58.2
 LP0422;UTM  12      - 4,508,956.942   396,317.663   MT  0.99973232   -0 48 03.9
 LP0422
 LP0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0422!SPC UT C     -   0.99979951  x   1.00001953  =   0.99981904
 LP0422!UTM  12      -   0.99979951  x   0.99973232  =   0.99953188
 LP0422
 LP0422:                Primary Azimuth Mark                     Grid Az
 LP0422:SPC UT C     -  I 2                                      217 47 36.8
 LP0422:UTM  12      -  I 2                                      218 07 42.5
 LP0422
 LP0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL9631708956(NAD 83)
 LP0422
 LP0422|---------------------------------------------------------------------|
 LP0422| PID    Reference Object                     Distance      Geod. Az  |
 LP0422|                                                           dddmmss.s |
 LP0422| CM6577 TAYLOR RM 1                           5.701 METERS 00503     |
 LP0422| CM6578 TAYLOR RM 2                           6.358 METERS 10100     |
 LP0422| LP0008 I 2                                 APPROX. 1.1 KM 2171938.6 |
 LP0422|---------------------------------------------------------------------|
 LP0422
 LP0422                          SUPERSEDED SURVEY CONTROL
 LP0422
 LP0422  NAD 83(1993)-  40 43 30.05945(N)    112 13 39.79427(W) AD(       ) 1
 LP0422  NAD 83(1986)-  40 43 30.05337(N)    112 13 39.78710(W) AD(       ) 1
 LP0422  NAD 27      -  40 43 30.25260(N)    112 13 36.98235(W) AD(       ) 1
 LP0422  NGVD 29 (07/19/86) 1294.7    (m)         4248.     (f) VERT ANG       
 LP0422
 LP0422.Superseded values are not recommended for survey control.
 LP0422
 LP0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0422.See file dsdata.pdf to determine how the superseded data were derived.
 LP0422
 LP0422_MARKER: DH = HORIZONTAL CONTROL DISK
 LP0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0422_STAMPING: TAYLOR 1974
 LP0422_MARK LOGO: NGS
 LP0422_PROJECTION: PROJECTING
 LP0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0422+STABILITY: SURFACE MOTION
 LP0422
 LP0422  HISTORY     - Date     Condition        Report By
 LP0422  HISTORY     - 1974     MONUMENTED       NGS
 LP0422
 LP0422                          STATION DESCRIPTION
 LP0422
 LP0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LP0422'THE STATION IS LOCATED ABOUT 16 MILES WEST OF SALT LAKE CITY,
 LP0422'6.5 MILES WEST-NORTHWEST OF MAGNA, 0.2 MILE NORTH OF INTERSTATE
 LP0422'HIGHWAY 80, NEAR THE SALT LAKE AND TOOELE COUNTY LINE, ON THE
 LP0422'SOUTH EDGE OF THE GREAT SALT LAKE, ON TOP OF A ROCK KNOWN AS
 LP0422'BLACK ROCK, NEAR SECTION LINES 18 AND 19, T 1S, R 3W, AND ON
 LP0422'PROPERTY OWNED BY MRS. VIRGINIA LATSES, MRS. LATSES ATTORNEY
 LP0422'IS MR. RICHARD HOWE, 5055 SOUTH STATE STREET, SALT LAKE CITY,
 LP0422'UTAH, PHONE NUMBER 262-2989.
 LP0422'
 LP0422'TO REACH THE STATION FROM INTERSTATE HIGHWAY 80 AND GREAT
 LP0422'SALT LAKE BEACHES EXIT ABOUT 16 MILES WEST OF SALT LAKE CITY,
 LP0422'GO WEST ALONG NORTH SIDE OF INTERSTATE HIGHWAY 80 ON FRONTAGE
 LP0422'ROAD FOR 0.9 MILE TO A RED BRICK BUILDING ON THE RIGHT.  CONTINUE
 LP0422'WEST ON FRONTAGE ROAD FOR 1.9 MILES TO A LARGE FLAT TOP ROCK AT
 LP0422'END OF ROAD AND STATION ON TOP OF THE ROCK.  TO REACH BM I 2
 LP0422'FROM INTERSTATE HIGHWAY 80 AND GREAT SALT LAKE BEACHES EXIT
 LP0422'GO WEST ON INTERSTATE HIGHWAY 80 FOR 3.3 MILES TO THE MARK ON
 LP0422'THE LEFT, ON SOUTH SIDE OF INTERSTATE HIGHWAY 80.
 LP0422'
 LP0422'THE STATION MARK IS A STANDARD DISK STAMPED TAYLOR 1974,
 LP0422'CEMENTED IN A DRILL HOLE IN A 6X12-INCH CONCRETE FOOTING
 LP0422'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 30 FEET WEST OF
 LP0422'THE EAST EDGE OF A BLUFF AND 5.5 FEET EAST OF THE WEST BLUFF.
 LP0422'
 LP0422'REFERENCE MARK 1 IS A STANDARD DISK STAMPED TAYLOR NO 1 1974,
 LP0422'CEMENTED IN A DRILL HOLE IN A 6X12-INCH CONCRETE FOOTING THAT
 LP0422'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 20 FEET EAST OF
 LP0422'THE WEST BLUFF, 6 FEET SOUTH OF THE NORTH BLUFF AND ABOUT
 LP0422'2 FEET LOWER THAN THE STATION.
 LP0422'
 LP0422'REFERENCE MARK 2 IS A STANDARD DISK STAMPED TAYLOR NO 2
 LP0422'1974.  CEMENTED IN A DRILL HOLE IN A 1.5X3-FOOT CONCRETE FOOTING
 LP0422'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 21 FEET WEST
 LP0422'OF THE EAST BLUFF, 17 FEET EAST OF THE WEST BLUFF AND ABOUT
 LP0422'1 FOOT LOWER THAN THE STATION.
 LP0422'
 LP0422'BM I 2 IS A 5X5-INCH SQUARE LIMESTONE POST, THAT HAS A CHISELED
 LP0422'ARROW WITHIN A SQUARE AND THE MARK PROJECTS ABOUT 2 INCHES
 LP0422'ABOVE THE GROUND.  IT IS 125 FEET NORTH OF THE NORTH RAIL
 LP0422'OF A RAILROAD TRACK, 73 FEET SOUTH OF THE SOUTH EDGE OF THE EAST
 LP0422'BOUND LANES OF INTERSTATE HIGHWAY 80, 20 FEET SOUTH OF A FENCE
 LP0422'AND 1.5 FEET WEST OF A METAL WITNESS POST.
 LP0422'
 LP0422'BM I 2 CAN BE USED AS AN AZIMUTH.
 LP0422'
 LP0422'GEODIMETER DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0384 ***********************************************************************
 KM0384  DESIGNATION -  TAYLOR
 KM0384  PID         -  KM0384
 KM0384  STATE/COUNTY-  UT/UINTAH
 KM0384  COUNTRY     -  US
 KM0384  USGS QUAD   -  FIREWATER CANYON SOUTH (2017)
 KM0384
 KM0384                         *CURRENT SURVEY CONTROL
 KM0384  ______________________________________________________________________
 KM0384* NAD 83(1994) POSITION- 39 36 08.05861(N) 109 57 31.63840(W)   ADJUSTED
 KM0384* NAVD 88 ORTHO HEIGHT -  2236.    (meters)     7336.    (feet) SCALED
 KM0384  ______________________________________________________________________
 KM0384  GEOID HEIGHT    -        -17.612 (meters)                     GEOID18
 KM0384  LAPLACE CORR    -          5.50  (seconds)                    DEFLEC18
 KM0384  HORZ ORDER      -  FIRST
 KM0384
 KM0384.The horizontal coordinates were established by classical geodetic methods
 KM0384.and adjusted by the National Geodetic Survey in November 1997.
 KM0384
 KM0384.The orthometric height was scaled from a topographic map.
 KM0384
 KM0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0384.GEOID18 height accuracy estimate available here.
 KM0384
 KM0384.Click photographs - Photos may exist for this station.
 KM0384
 KM0384.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0384
 KM0384. The following values were computed from the NAD 83(1994) position.
 KM0384
 KM0384;                    North         East     Units Scale Factor Converg.
 KM0384;SPC UT C     - 2,142,012.240   632,351.591   MT  0.99990703   +0 59 14.2
 KM0384;SPC UT C     - 7,027,585.16  2,074,640.18   sFT  0.99990703   +0 59 14.2
 KM0384;UTM  12      - 4,384,128.899   589,391.976   MT  0.99969838   +0 39 49.6
 KM0384
 KM0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0384!SPC UT C     -   0.99965205  x   0.99990703  =   0.99955912
 KM0384!UTM  12      -   0.99965205  x   0.99969838  =   0.99935054
 KM0384
 KM0384:                Primary Azimuth Mark                     Grid Az
 KM0384:SPC UT C     -  TAYLOR AZ MK                             348 12 12.8
 KM0384:UTM  12      -  TAYLOR AZ MK                             348 31 37.4
 KM0384
 KM0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ8939184128(NAD 83)
 KM0384
 KM0384|---------------------------------------------------------------------|
 KM0384| PID    Reference Object                     Distance      Geod. Az  |
 KM0384|                                                           dddmmss.s |
 KM0384| CM7209 TAYLOR RM 1                           8.379 METERS 02010     |
 KM0384| CM7210 TAYLOR RM 2                           8.193 METERS 12752     |
 KM0384| KM0385 TAYLOR AZ MK                        APPROX. 2.6 KM 3491127.0 |
 KM0384|---------------------------------------------------------------------|
 KM0384
 KM0384                          SUPERSEDED SURVEY CONTROL
 KM0384
 KM0384  NAD 83(1993)-  39 36 08.03197(N)    109 57 31.62957(W) AD(       ) 1
 KM0384  NAD 83(1986)-  39 36 08.03043(N)    109 57 31.62939(W) AD(       ) 1
 KM0384  NAD 27      -  39 36 08.15900(N)    109 57 29.10300(W) AD(       ) 1
 KM0384
 KM0384.Superseded values are not recommended for survey control.
 KM0384
 KM0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0384.See file dsdata.pdf to determine how the superseded data were derived.
 KM0384
 KM0384_MARKER: DS = TRIANGULATION STATION DISK
 KM0384_SETTING: 66 = SET IN ROCK OUTCROP
 KM0384
 KM0384  HISTORY     - Date     Condition        Report By
 KM0384  HISTORY     - 1936     MONUMENTED       CGS
 KM0384
 KM0384                          STATION DESCRIPTION
 KM0384
 KM0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 KM0384'ABOUT 3 MILES EAST OF GREEN RIVER, NEAR WEST END OF FLAT BENCH,
 KM0384'ON HIGHEST POINT OF LOW SMALL RIDGE COVERED WITH PINON AND CEDAR
 KM0384'TREES, IN SEC. 24, T. 14 S., R. 17 E., AND ABOUT 2 MILES
 KM0384'NORTH OF MR. TAYLORS CABIN IN POST CANYON.  REACHED FROM WARDLES
 KM0384'RANCH AT MOUTH OF HORSE CORN CANYON (SEE DESCRIPTION OF STATION
 KM0384'TOAD) AS FOLLOWS--FROM RANCH HOUSE FOLLOW MAIN-TRAVELED ROAD
 KM0384'WEST AND SOUTHWEST UP HORSE CORN CANYON 1.0 MILE TO WIRE GATE.
 KM0384'PASS THROUGH GATE AND CONTINUE UP BOTTOM OF CANYON 9.3 MILES
 KM0384'TO WHERE CANYON FORKS AND ROAD LEAVES WASH.  GO UP LEFT CANYON
 KM0384'2.85 MILES TO SADDLE ON DIVIDE AND HEAD OF CANYON.  AT THIS
 KM0384'POINT WAGON ROAD COMES IN FROM RIGHT.  TURN RIGHT ONTO
 KM0384'WAGON ROAD AND FOLLOW IT NORTHWEST 1.05 MILES TO POINT REACHED
 KM0384'ABOUT 100 YARDS BEFORE ARRIVING AT GATE.  AT THIS POINT TURN
 KM0384'RIGHT AND GO THROUGH SAGEBRUSH ALONG TOP OF RIDGE AND
 KM0384'FOLLOW IT IN NORTHERLY DIRECTION ABOUT 1-1/2 MILES.  THEN TURN
 KM0384'TO LEFT AND GO IN NORTHWESTERLY DIRECTION 0.1 MILE TO OPEN
 KM0384'PLACE IN SAGE BRUSH AND END OF TRUCK TRAVEL.  FROM HERE PACK
 KM0384'NORTHWEST ALONG TOP OF RIDGE ABOUT 3 MILES TO POINT WHICH HAS
 KM0384'COMPASS BEARING OF 299 DEG FROM POINT WHERE TRUCK WAS LEFT.
 KM0384'FROM THIS POINT COMPASS BEARING OF NEXT RIDGE TO HEAD FOR IS 312
 KM0384'DEG, AND DISTANCE IS ABOUT 2 MILES AIR LINE.  TO REACH IT,
 KM0384'FOLLOW OLD WAGON TRACKS ALONG HIGHEST PART OF RIDGE WEST AND
 KM0384'NORTHWEST.  FROM THIS POINT, WHICH IS LAST PROMINENT POINT
 KM0384'ON ROUTE BEFORE DROPPING DOWN ONTO SAGEBRUSH FLATS, STATION
 KM0384'BEARS ABOUT 310 DEG AND IS ABOUT 2-3/4 MILES DISTANT, AIR LINE.
 KM0384'AFTER GETTING DOWN ONTO FLATS, STATION RIDGE CAN BE IDENTIFIED BY
 KM0384'5 OR 6 TREES THAT PROJECT ABOVE OTHER TREES AND ARE ON STATION
 KM0384'RIDGE ABOUT 200 OR 300 YARDS NORTH OF STATION SITE.  THE MIDDLE
 KM0384'TREE OF GROUP IS LARGEST.  AFTER REACHING FLATS, HEAD ACROSS THEM
 KM0384'THROUGH SAGEBRUSH TOWARDS THIS RIDGE AND STATION, KEEPING TO
 KM0384'HIGH GROUND IN ORDER TO HEAD ALL CANYONS.  FROM END OF TRUCK
 KM0384'TRAVEL TO STATION IS ABOUT 5-HOUR PACK WITH HORSES.  NEAREST
 KM0384'WATER TO STATION IS ABOUT 2 MILES SOUTH AT TAYLORS CABIN.
 KM0384'STATION MARK IS STANDARD DISK IN OUTCROPPING BEDROCK.
 KM0384'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN
 KM0384'BEDROCK.  NO. 1 IS 8.379 METERS (27.49 FEET)
 KM0384'NORTH OF STATION N 20 DEG 10 MIN E.  NO. 2 IS 8.193
 KM0384'METERS (26.88 FEET) EAST-SOUTHEAST OF STATION S 52 DEG 08 MIN E.
 KM0384'DISTANCE BETWEEN REFERENCE MARKS IS 43.94
 KM0384'FEET.  TAYLOR AZIMUTH (SEE GEOGRAPHIC POSITION AND
 KM0384'DESCRIPTION THEREOF) IS ON SOUTHWEST CORNER OF SOLID ROCK POINT,
 KM0384'ON EAST-WEST RIDGE THAT SLOPES SHARPLY INTO VALLEY ON WEST,
 KM0384'AND ABOUT 1.6 MILES NORTH-NORTHWEST OF STATION N 10 DEG 49 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0239 ***********************************************************************
 MS0239  DESIGNATION -  TAYLOR AZ MK
 MS0239  PID         -  MS0239
 MS0239  STATE/COUNTY-  UT/BOX ELDER
 MS0239  COUNTRY     -  US
 MS0239  USGS QUAD   -  MONUMENT PEAK NE (2017)
 MS0239
 MS0239                         *CURRENT SURVEY CONTROL
 MS0239  ______________________________________________________________________
 MS0239* NAD 83(1986) POSITION- 41 58 03.     (N) 112 48 51.     (W)   SCALED
 MS0239* NAVD 88 ORTHO HEIGHT -  1358.704 (meters)     4457.68  (feet) ADJUSTED
 MS0239  ______________________________________________________________________
 MS0239  GEOID HEIGHT    -        -14.970 (meters)                     GEOID18
 MS0239  DYNAMIC HEIGHT  -       1357.817 (meters)     4454.77  (feet) COMP
 MS0239  MODELED GRAVITY -    979,922.6   (mgal)                       NAVD 88
 MS0239
 MS0239  VERT ORDER      -  SECOND    CLASS 0
 MS0239
 MS0239.The horizontal coordinates were scaled from a map and have
 MS0239.an estimated accuracy of +/- 6 seconds.
 MS0239
 MS0239.The orthometric height was determined by differential leveling and
 MS0239.adjusted by the NATIONAL GEODETIC SURVEY
 MS0239.in June 1991.
 MS0239
 MS0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0239.GEOID18 height accuracy estimate available here.
 MS0239
 MS0239.Click photographs - Photos may exist for this station.
 MS0239
 MS0239.The dynamic height is computed by dividing the NAVD 88
 MS0239.geopotential number by the normal gravity value computed on the
 MS0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0239.degrees latitude (g = 980.6199 gals.).
 MS0239
 MS0239.The modeled gravity was interpolated from observed gravity values.
 MS0239
 MS0239;                    North         East    Units  Estimated Accuracy
 MS0239;SPC UT N     - 1,182,310.      391,070.      MT  (+/- 180 meters Scaled)
 MS0239
 MS0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM496477(NAD 83)
 MS0239
 MS0239                          SUPERSEDED SURVEY CONTROL
 MS0239
 MS0239  NGVD 29 (??/??/92) 1357.690  (m)         4454.35   (f) ADJ UNCH    2 0
 MS0239
 MS0239.Superseded values are not recommended for survey control.
 MS0239
 MS0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0239.See file dsdata.pdf to determine how the superseded data were derived.
 MS0239
 MS0239_MARKER: DZ = AZIMUTH MARK DISK
 MS0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0239_STAMPING: TAYLOR 1960
 MS0239_MARK LOGO: CGS
 MS0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0239+STABILITY: SURFACE MOTION
 MS0239
 MS0239  HISTORY     - Date     Condition        Report By
 MS0239  HISTORY     - 1960     MONUMENTED       CGS
 MS0239
 MS0239                          STATION DESCRIPTION
 MS0239
 MS0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 MS0239'5.2 MI W FROM SNOWVILLE.
 MS0239'5.2 MILES WEST ON U.S. HIGHWAY 30S FROM THE NELSON CAFE AT SNOWVILLE,
 MS0239'60 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTH OF A
 MS0239'FENCE LINE, 1.5 FEET WEST OF A METAL WITNESS POST WITH SIGN, SET IN A
 MS0239'CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0385 ***********************************************************************
 KM0385  DESIGNATION -  TAYLOR AZ MK
 KM0385  PID         -  KM0385
 KM0385  STATE/COUNTY-  UT/UINTAH
 KM0385  COUNTRY     -  US
 KM0385  USGS QUAD   -  FIREWATER CANYON NORTH (2017)
 KM0385
 KM0385                         *CURRENT SURVEY CONTROL
 KM0385  ______________________________________________________________________
 KM0385* NAD 83(1994) POSITION- 39 37 30.15223(N) 109 57 51.90684(W)   ADJUSTED
 KM0385* NAVD 88 ORTHO HEIGHT -  2147.    (meters)     7044.    (feet) SCALED
 KM0385  ______________________________________________________________________
 KM0385  GEOID HEIGHT    -        -17.650 (meters)                     GEOID18
 KM0385  LAPLACE CORR    -          6.28  (seconds)                    DEFLEC18
 KM0385  HORZ ORDER      -  SECOND
 KM0385
 KM0385.The horizontal coordinates were established by classical geodetic methods
 KM0385.and adjusted by the National Geodetic Survey in November 1997.
 KM0385
 KM0385.The orthometric height was scaled from a topographic map.
 KM0385
 KM0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0385.GEOID18 height accuracy estimate available here.
 KM0385
 KM0385.Click photographs - Photos may exist for this station.
 KM0385
 KM0385.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0385
 KM0385. The following values were computed from the NAD 83(1994) position.
 KM0385
 KM0385;                    North         East     Units Scale Factor Converg.
 KM0385;SPC UT C     - 2,144,535.154   631,824.691   MT  0.99990550   +0 59 01.2
 KM0385;SPC UT C     - 7,035,862.42  2,072,911.51   sFT  0.99990550   +0 59 01.2
 KM0385;UTM  12      - 4,386,654.220   588,879.429   MT  0.99969726   +0 39 37.8
 KM0385
 KM0385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0385!SPC UT C     -   0.99966602  x   0.99990550  =   0.99957155
 KM0385!UTM  12      -   0.99966602  x   0.99969726  =   0.99936338
 KM0385
 KM0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ8887986654(NAD 83)
 KM0385
 KM0385                          SUPERSEDED SURVEY CONTROL
 KM0385
 KM0385  NAD 83(1993)-  39 37 30.12615(N)    109 57 51.89847(W) AD(       ) 2
 KM0385  NAD 83(1986)-  39 37 30.12465(N)    109 57 51.89802(W) AD(       ) 2
 KM0385  NAD 27      -  39 37 30.25100(N)    109 57 49.37000(W) AD(       ) 2
 KM0385
 KM0385.Superseded values are not recommended for survey control.
 KM0385
 KM0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0385.See file dsdata.pdf to determine how the superseded data were derived.
 KM0385
 KM0385_MARKER: DS = TRIANGULATION STATION DISK
 KM0385_SETTING: 66 = SET IN ROCK OUTCROP
 KM0385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0385+STABILITY: POSITION/ELEVATION WELL
 KM0385
 KM0385  HISTORY     - Date     Condition        Report By
 KM0385  HISTORY     - 1936     MONUMENTED       CGS
 KM0385
 KM0385                          STATION DESCRIPTION
 KM0385
 KM0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 KM0385'ONE AND SIX-TENTHS MILES NORTHWEST OF STATION TAYLOR (SEE
 KM0385'GEOGRAPHIC POSITION AND DESCRIPTION THEREOF) ON EAST-WEST RIDGE
 KM0385'THAT DROPS SHARPLY INTO VALLEY AT WEST END, AND ON SOUTHWEST
 KM0385'CORNER OF SOLID ROCK POINT.  TO REACH, FOLLOW DIRECTIONS GIVEN FOR
 KM0385'ROUTE TO STATION TAYLOR, UNTIL FLATS FROM WHICH STATION RIDGE IS
 KM0385'SEEN AND IDENTIFIED IS REACHED, THEN AS FOLLOWS--AFTER REACHING
 KM0385'FLATS, HEAD ACROSS SAGEBRUSH TOWARDS RIDGE AND STATION TAYLOR,
 KM0385'KEEPING TO HIGH GROUND TO HEAD ALL CANYONS.  CONTINUE IN
 KM0385'NORTHERLY DIRECTION TO EDGE OF CANYON.  TURN RIGHT AND FOLLOW
 KM0385'EDGE OF CANYON TO HOGBACK.  CROSS HOGBACK AND TURN LEFT
 KM0385'(WEST) ALONG SOUTH RIM OF RIDGE TO HIGH SOLID ROCK POINT AND
 KM0385'STATION.  FROM END OF TRUCK TRAVEL TO THIS STATION IS ABOUT
 KM0385'5-HOUR TRIP WITH HORSES.  NEAREST WATER IS IN CANYON AT
 KM0385'TAYLORS CABIN ABOUT 4 MILES TO SOUTH.  MARK IS STANDARD DISK
 KM0385'IN OUTCROPPING BEDROCK.  DISTANCE AND BEARING TO
 KM0385'STATION TAYLOR ARE 1.6 MILES, S 10 DEG 49 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0681 ***********************************************************************
 LN0681  DESIGNATION -  TAYLOR MOUNTAIN
 LN0681  PID         -  LN0681
 LN0681  STATE/COUNTY-  UT/UINTAH
 LN0681  COUNTRY     -  US
 LN0681  USGS QUAD   -  TAYLOR MOUNTAIN (2017)
 LN0681
 LN0681                         *CURRENT SURVEY CONTROL
 LN0681  ______________________________________________________________________
 LN0681* NAD 83(1994) POSITION- 40 42 19.86003(N) 109 38 22.21282(W)   ADJUSTED
 LN0681* NAVD 88 ORTHO HEIGHT -  3080.2   (meters)    10106.    (feet) VERTCON3
 LN0681  ______________________________________________________________________
 LN0681  GEOID HEIGHT    -        -13.786 (meters)                     GEOID18
 LN0681  LAPLACE CORR    -         -5.44  (seconds)                    DEFLEC18
 LN0681  HORZ ORDER      -  FIRST
 LN0681
 LN0681.The horizontal coordinates were established by classical geodetic methods
 LN0681.and adjusted by the National Geodetic Survey in November 1997.
 LN0681
 LN0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0681
 LN0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0681.GEOID18 height accuracy estimate available here.
 LN0681
 LN0681.Click photographs - Photos may exist for this station.
 LN0681
 LN0681.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0681
 LN0681. The following values were computed from the NAD 83(1994) position.
 LN0681
 LN0681;                    North         East     Units Scale Factor Converg.
 LN0681;SPC UT C     - 2,265,003.873   657,218.737   MT  1.00001429   +1 11 30.5
 LN0681;SPC UT C     - 7,431,100.21  2,156,225.14   sFT  1.00001429   +1 11 30.5
 LN0681;UTM  12      - 4,506,957.438   614,929.208   MT  0.99976258   +0 53 14.5
 LN0681
 LN0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0681!SPC UT C     -   0.99951921  x   1.00001429  =   0.99953349
 LN0681!UTM  12      -   0.99951921  x   0.99976258  =   0.99928190
 LN0681
 LN0681:                Primary Azimuth Mark                     Grid Az
 LN0681:SPC UT C     -  KING                                     080 08 08.3
 LN0681:UTM  12      -  KING                                     080 26 24.3
 LN0681
 LN0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL1492906957(NAD 83)
 LN0681
 LN0681|---------------------------------------------------------------------|
 LN0681| PID    Reference Object                     Distance      Geod. Az  |
 LN0681|                                                           dddmmss.s |
 LN0681| LN0668 KING                                APPROX.11.0 KM 0811938.8 |
 LN0681| CP5902 TAYLOR MOUNTAIN RM 1                 13.707 METERS 11701     |
 LN0681| CP5901 TAYLOR MOUNTAIN AZ MK                              1612625.9 |
 LN0681| CP5903 TAYLOR MOUNTAIN RM 2                  8.725 METERS 23239     |
 LN0681|---------------------------------------------------------------------|
 LN0681
 LN0681                          SUPERSEDED SURVEY CONTROL
 LN0681
 LN0681  NAD 83(1993)-  40 42 19.86027(N)    109 38 22.21304(W) AD(       ) 1
 LN0681  NAD 83(1986)-  40 42 19.84035(N)    109 38 22.20003(W) AD(       ) 1
 LN0681  NAD 27      -  40 42 19.99500(N)    109 38 19.69000(W) AD(       ) 1
 LN0681  NGVD 29 (07/19/86) 3078.7    (m)        10101.     (f) VERT ANG       
 LN0681
 LN0681.Superseded values are not recommended for survey control.
 LN0681
 LN0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0681.See file dsdata.pdf to determine how the superseded data were derived.
 LN0681
 LN0681_MARKER: DS = TRIANGULATION STATION DISK
 LN0681_SETTING: 66 = SET IN ROCK OUTCROP
 LN0681_STAMPING: TAYLOR MTN 1937
 LN0681_MARK LOGO: CGS
 LN0681_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0681+STABILITY: POSITION/ELEVATION WELL
 LN0681
 LN0681  HISTORY     - Date     Condition        Report By
 LN0681  HISTORY     - 1937     MONUMENTED       CGS
 LN0681  HISTORY     - 1947     GOOD             CGS
 LN0681
 LN0681                          STATION DESCRIPTION
 LN0681
 LN0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LN0681'THIS STATION IS IN THE ASHLEY NATIONAL FOREST, ABOUT 18 MILES
 LN0681'NNW OF VERNAL, ABOUT 3-1/2 MILES SE OF THE TROUT CREEK RANGER
 LN0681'STATION, NEAR THE HEAD OF BRUSH CREEK, ON THE SOUTHERLY AND LOWER
 LN0681'SUMMIT OF TAYLOR MOUNTAIN, ABOUT 2 MILES SSW OF A LOGGING CAMP
 LN0681'AND SAWMILL, ABOUT 1 MILE S BY E OF THE NORTHERLY AND HIGHEST
 LN0681'PEAK OF THE MOUNTAIN WHICH IS THE PROSPECTIVE LOCATION FOR A
 LN0681'FOREST SERVICE FIRE TOWER, ON THE S SIDE OF THE DEEP, HEAVILY
 LN0681'TIMBERED SADDLE SEPARATING THE TWO PEAKS, ON THE TOP OF THE
 LN0681'BROKEN, ROCK ESCARPMENT FORMING THE SUMMIT OF THE STATION PEAK,
 LN0681'NEAR ITS W END, ABOUT 100 YARDS WSW OF AND 10 FEET LOWER
 LN0681'THAN THE HIGHEST POINT, 10 FEET SE OF THE NW EDGE OF THE
 LN0681'ESCARPMENT.
 LN0681'
 LN0681'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 LN0681'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 LN0681'
 LN0681'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LN0681'IN A BOULDER.
 LN0681'
 LN0681'REFERENCE MARK NO. 1 IS SE OF THE STATION, AT THE SE EDGE OF
 LN0681'THE ESCARPMENT.
 LN0681'
 LN0681'REFERENCE MARK NO. 2 IS WSW OF THE STATION, ON THE BACKBONE
 LN0681'OF THE SUMMIT.
 LN0681'
 LN0681'THE AZIMUTH MARK IS APPROXIMATELY 1/8 MILE S BY E OF THE
 LN0681'STATION, ON THE WESTERLY ONE OF TWO PROMINENT OUTCROPS OF BROKEN,
 LN0681'REDDISH ROCK, ABOUT 30 YARDS S OF THE N END OF THE OUTCROP,
 LN0681'AT ITS W EDGE, IN TOP OF A FLAT-TOPPED, IRREGULAR-SHAPED, BOULDER.
 LN0681'
 LN0681'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 LN0681'STATE HIGHWAY 44 AT VERNAL, GO N ON HIGHWAY 44 FOR 22 MILES
 LN0681'AND TAKE LEFT FORK AT SIGN TROUT CREEK R.S. 15 MILES, THENCE
 LN0681'NORTHWESTERLY ON THE MAIN-TRAVELED ROAD FOR 6.8 MILES AND KEEP
 LN0681'STRAIGHT AHEAD ON THE MAIN-TRAVELED ROAD AT A T-ROAD TO THE
 LN0681'LEFT, THENCE 0.2 MILE AND KEEP STRAIGHT AHEAD ON AN OLD,
 LN0681'WASHED-OUT ROAD WHERE THE MAIN ROAD TURNS SHARP RIGHT, THENCE
 LN0681'ABOUT 50 YARDS TO END OF TRUCK TRAVEL.  GO W ABOUT 50 YARDS
 LN0681'AND CROSS A SMALL STREAM, THENCE TURN RIGHT AND FOLLOW AN AOD
 LN0681'SKID TRAIL NORTHWESTERLY FOR ABOUT 1/4 MILE AND CROSS
 LN0681'DRAINAGE DITCH, THENCE NORTHWESTERLY ON THE OLD SKID
 LN0681'ROAD FOR ABOUT 3/8 MILE TO ITS END IN A MAZE OF FALLEN
 LN0681'TIMBER.  BEAR LEFT AND GO WESTERLY UP THE HEAVILY TIMBERED,
 LN0681'ROCKY SLOPE FOR ABOUT 1 MILE TO THE FIRST AND LOWER SUMMIT
 LN0681'OF THE MOUNTAIN WHICH IS BROAD AND SPARSELY TIMBERED.  IT
 LN0681'IS IMPOSSIBLE TO MAINTAIN A DIRECT COURSE THROUGH THE
 LN0681'TIMBER ON THE SLOPES BUT WHEN THIS SUMMIT IS REACHED THE
 LN0681'ROCKY ESCARPMENT ON WHICH THE STATION IS LOCATED WILL BE
 LN0681'SEEN NEARBY.  ASCEND THE ESCARPMENT FROM THE E AND GO W ALONG
 LN0681'IT FOR ABOUT 150 YARDS TO THE STATION AT ITS NW EDGE.  ABOUT
 LN0681'1-1/2 MILES PACK, 1-1/2 HOURS HARD PACKING.  THERE IS LOTS
 LN0681'OF FALLEN TIMBER AND MANY LARGE BOULDERS AFTER THE SKID
 LN0681'TRAIL IS LEFT.
 LN0681'
 LN0681'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 LN0681
 LN0681                          STATION RECOVERY (1947)
 LN0681
 LN0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LN0681'STATION RECOVERED, ALL MARKS FOUND AS DESCRIBED AND IN GOOD
 LN0681'CONDITION.  THE STATION IS LOCATED ABOUT 18 MILES AIRLINE
 LN0681'NORTH-NORTHWEST OF VERNAL ON A ROCKY KNOLL 1 MILE SOUTHEAST
 LN0681'OF THE HIGHEST POINT OF TAYLOR MOUNTAIN.  THE STATION MARK
 LN0681'IS A BRONZE DISK AS DESCRIBED, SET 100 YARDS
 LN0681'WEST-SOUTHWEST OF THE HIGHEST POINT OF KNOLL, 10 FEET SOUTHEAST
 LN0681'OF THE NORTHWEST EDGE.  IT IS STAMPED, TAYLOR MTN 1937.
 LN0681'
 LN0681'REFERENCE MARK NO. 1 IS A BRONZE DISK
 LN0681'SET 3 FEET LOWER THAN THE STATION MARK AND IS STAMPED, TAYLOR
 LN0681'MTN NO 1 1937.
 LN0681'
 LN0681'REFERENCE MARK NO. 2 IS A BRONZE DISK
 LN0681'SET 3 FEET LOWER THAN THE STATION MARK AND IS STAMPED, TAYLOR
 LN0681'MTN NO 2 1937.
 LN0681'
 LN0681'THE AZIMUTH MARK IS A BRONZE DISK
 LN0681'SET ON TOP OF A SMALL RIDGE 0.1 MILE SOUTHEAST AND ABOUT 20
 LN0681'FEET LOWER THAN THE STATION MARK.  IT IS STAMPED, TAYLOR MTN 1937.
 LN0681'
 LN0681'TO REACH THE STATION FROM VERNAL.  GO NORTH ON STATE HIGHWAY
 LN0681'44, 22.6 MILES TO A ROAD LEFT AT SIGN, ASHLEY CREEK 14 MILES.
 LN0681'TURN LEFT FOLLOW MAIN ROAD 7.1 MILES TO A FORK.  CONTINUE
 LN0681'TO THE RIGHT 0.25 MILE TO A FOREST SERVICE CAMP AND END OF
 LN0681'TRUCK TRAVEL.  CROSS CANAL TO THE WEST OF CAMP AND FOLLOW
 LN0681'SOUTHERLY ALONG WEST BANK TO A TRAIL.  FOLLOW TRAIL WESTERLY
 LN0681'APPROXIMATELY 1.0 MILE, THEN BEAR LEFT SOUTHERLY UP STEEP
 LN0681'SLOPE TO STATION.  A 1 HOUR AND 30 MINUTE PACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0238 ***********************************************************************
 MS0238  DESIGNATION -  TAYLOR RM 2
 MS0238  PID         -  MS0238
 MS0238  STATE/COUNTY-  UT/BOX ELDER
 MS0238  COUNTRY     -  US
 MS0238  USGS QUAD   -  MONUMENT PEAK NE (2017)
 MS0238
 MS0238                         *CURRENT SURVEY CONTROL
 MS0238  ______________________________________________________________________
 MS0238* NAD 83(1986) POSITION- 41 57 55.74   (N) 112 48 16.89   (W)   HD_HELD1
 MS0238* NAVD 88 ORTHO HEIGHT -  1363.820 (meters)     4474.47  (feet) ADJUSTED
 MS0238  ______________________________________________________________________
 MS0238  GEOID HEIGHT    -        -14.969 (meters)                     GEOID18
 MS0238  DYNAMIC HEIGHT  -       1362.929 (meters)     4471.54  (feet) COMP
 MS0238  MODELED GRAVITY -    979,921.5   (mgal)                       NAVD 88
 MS0238
 MS0238  VERT ORDER      -  SECOND    CLASS 0
 MS0238
 MS0238.The horizontal coordinates were determined by differentially corrected
 MS0238.hand held GPS observations or other comparable positioning techniques
 MS0238.and have an estimated accuracy of +/- 3 meters.
 MS0238
 MS0238.The orthometric height was determined by differential leveling and
 MS0238.adjusted by the NATIONAL GEODETIC SURVEY
 MS0238.in June 1991.
 MS0238
 MS0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0238.GEOID18 height accuracy estimate available here.
 MS0238
 MS0238.Click photographs - Photos may exist for this station.
 MS0238
 MS0238.The dynamic height is computed by dividing the NAVD 88
 MS0238.geopotential number by the normal gravity value computed on the
 MS0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0238.degrees latitude (g = 980.6199 gals.).
 MS0238
 MS0238.The modeled gravity was interpolated from observed gravity values.
 MS0238
 MS0238;                    North         East    Units  Estimated Accuracy
 MS0238;SPC UT N     - 1,182,071.9     391,847.2     MT  (+/- 3 meters HH1 GPS) 
 MS0238
 MS0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM5045647519(NAD 83)
 MS0238
 MS0238                          SUPERSEDED SURVEY CONTROL
 MS0238
 MS0238  NGVD 29 (??/??/92) 1362.805  (m)         4471.14   (f) ADJ UNCH    2 0
 MS0238
 MS0238.Superseded values are not recommended for survey control.
 MS0238
 MS0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0238.See file dsdata.pdf to determine how the superseded data were derived.
 MS0238
 MS0238_MARKER: DR = REFERENCE MARK DISK
 MS0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0238_STAMPING: TAYLOR NO 2 1960
 MS0238_MARK LOGO: CGS
 MS0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0238+STABILITY: SURFACE MOTION
 MS0238
 MS0238  HISTORY     - Date     Condition        Report By
 MS0238  HISTORY     - 1960     MONUMENTED       CGS
 MS0238
 MS0238                          STATION DESCRIPTION
 MS0238
 MS0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 MS0238'4.9 MI W FROM SNOWVILLE.
 MS0238'4.8 MILES WEST ON U.S. HIGHWAY 30S FROM THE NELSON CAFE AT SNOWVILLE,
 MS0238'THENCE 0.1 MILE SOUTH, 72.83 FEET SOUTH OF THE STATION, 70 FEET WEST
 MS0238'OF A FENCE LINE, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6
 MS0238'INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0755 ***********************************************************************
 LO0755  DESIGNATION -  TEAT MOUNTAIN
 LO0755  PID         -  LO0755
 LO0755  STATE/COUNTY-  UT/UTAH
 LO0755  COUNTRY     -  US
 LO0755  USGS QUAD   -  RAYS VALLEY (2017)
 LO0755
 LO0755                         *CURRENT SURVEY CONTROL
 LO0755  ______________________________________________________________________
 LO0755* NAD 83(1994) POSITION- 40 01 41.42063(N) 111 22 12.08558(W)   ADJUSTED
 LO0755* NAVD 88 ORTHO HEIGHT -  2603.6   (meters)     8542.    (feet) VERTCON3
 LO0755  ______________________________________________________________________
 LO0755  GEOID HEIGHT    -        -16.245 (meters)                     GEOID18
 LO0755  LAPLACE CORR    -         10.05  (seconds)                    DEFLEC18
 LO0755  HORZ ORDER      -  FIRST
 LO0755
 LO0755.The horizontal coordinates were established by classical geodetic methods
 LO0755.and adjusted by the National Geodetic Survey in November 1997.
 LO0755
 LO0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0755
 LO0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0755.GEOID18 height accuracy estimate available here.
 LO0755
 LO0755.Click photographs - Photos may exist for this station.
 LO0755
 LO0755.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0755
 LO0755. The following values were computed from the NAD 83(1994) position.
 LO0755
 LO0755;                    North         East     Units Scale Factor Converg.
 LO0755;SPC UT C     - 2,188,167.221   511,093.545   MT  0.99990449   +0 04 59.7
 LO0755;SPC UT C     - 7,179,011.96  1,676,812.74   sFT  0.99990449   +0 04 59.7
 LO0755;UTM  12      - 4,430,949.657   468,427.828   MT  0.99961227   -0 14 16.8
 LO0755
 LO0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0755!SPC UT C     -   0.99959427  x   0.99990449  =   0.99949880
 LO0755!UTM  12      -   0.99959427  x   0.99961227  =   0.99920669
 LO0755
 LO0755:                Primary Azimuth Mark                     Grid Az
 LO0755:SPC UT C     -  TEAT MOUNTAIN AZ MK                      155 44 32.8
 LO0755:UTM  12      -  TEAT MOUNTAIN AZ MK                      156 03 49.3
 LO0755
 LO0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK6842730949(NAD 83)
 LO0755
 LO0755|---------------------------------------------------------------------|
 LO0755| PID    Reference Object                     Distance      Geod. Az  |
 LO0755|                                                           dddmmss.s |
 LO0755| CM6580 TEAT MOUNTAIN RM 1                   13.152 METERS 05955     |
 LO0755| CM6579 TEAT MOUNTAIN AZ MK                                1554932.5 |
 LO0755| CM6581 TEAT MOUNTAIN RM 2                    5.252 METERS 24621     |
 LO0755|---------------------------------------------------------------------|
 LO0755
 LO0755                          SUPERSEDED SURVEY CONTROL
 LO0755
 LO0755  NAD 83(1993)-  40 01 41.41964(N)    111 22 12.08364(W) AD(       ) 1
 LO0755  NAD 83(1986)-  40 01 41.40910(N)    111 22 12.07828(W) AD(       ) 1
 LO0755  NAD 27      -  40 01 41.56900(N)    111 22 09.43500(W) AD(       ) 1
 LO0755  NGVD 29 (07/19/86) 2602.4    (m)         8538.     (f) VERT ANG       
 LO0755
 LO0755.Superseded values are not recommended for survey control.
 LO0755
 LO0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0755.See file dsdata.pdf to determine how the superseded data were derived.
 LO0755
 LO0755_MARKER: DS = TRIANGULATION STATION DISK
 LO0755_SETTING: 66 = SET IN ROCK OUTCROP
 LO0755_STAMPING: TEAT MTN 1947
 LO0755_MARK LOGO: CGS
 LO0755_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0755+STABILITY: POSITION/ELEVATION WELL
 LO0755
 LO0755  HISTORY     - Date     Condition        Report By
 LO0755  HISTORY     - 1947     MONUMENTED       CGS
 LO0755  HISTORY     - 19891010 MARK NOT FOUND   USGS
 LO0755
 LO0755                          STATION DESCRIPTION
 LO0755
 LO0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LO0755'THE STATION IS LOCATED AT THE SUMMIT OF A HIGH PROMINENT MOUNTAIN,
 LO0755'WHICH IS CALLED TEAT MOUNTAIN AND IS THE HIGHEST POINT IN THE
 LO0755'VICINITY.  STATION IS LOCATED AT THE HEAD OF MONKS HOLLOW
 LO0755'AND FIRST CREEK WHICH ARE SHORT TRIBUTARIES OF DIAMOND CREEK,
 LO0755'ALSO LONG HOLLOW AND ROUGH HOLLOW WHICH ARE TRIBUTARIES TO
 LO0755'SPANISH FORK CREEK TO THE SOUTH.  ABOUT 16 MILES AIR LINE
 LO0755'SOUTHEAST OF SPANISH FORK.  ABOUT 14 MILES AIR LINE SOUTHWEST
 LO0755'OF THE STRAWBERRY RESERVOIR.  IN THE UINTAH NATIONAL FOREST
 LO0755'ABOUT 7.0 MILES AIR LINE NORTHEAST OF THISTLE.  ON THE
 LO0755'HIGHEST POINT.  APPROXIMATELY 4 INCHES BELOW THE GROUND
 LO0755'SURFACE.  AND IS STAMPED--TEAT MTN 1947.
 LO0755'
 LO0755'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 LO0755'STATION, SET FLUSH AND IS STAMPED--TEAT MTN NO 1 1947.
 LO0755'
 LO0755'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY BENCH MARK,
 LO0755'APPROXIMATELY THE SAME ELEVATION AS STATION, SET IN BEDROCK
 LO0755'FLUSH AND IS STAMPED--8539 VA.
 LO0755'
 LO0755'THE AZIMUTH MARK IS LOCATED ALONG THE DENVER AND RIO GRANDE
 LO0755'WESTERN RAILROAD AT SPRING SWITCH AT STATION HOUSE EAST
 LO0755'NARROWS, SET IN BASE OF SIGNAL POST 6718, PROJECTS ABOUT 8
 LO0755'INCHES AND IS STAMPED--TEAT MTN 1947.
 LO0755'
 LO0755'TO REACH FROM THE POST OFFICE IN SPANISH FORK, GO SOUTH ON
 LO0755'THE MAIN STREET FOR 0.45 MILE TO JUNCTION WITH U.S. HIGHWAY
 LO0755'91 AND STATE ROUTE 6.  TURN LEFT EAST AND GO 4.2 MILES TO
 LO0755'JUNCTION OF U.S. HIGHWAYS 50 AND 89.  KEEP THE RIGHT FORK
 LO0755'STRAIGHT AHEAD FOR 9.0 MILES TO A FORK AT THISTLE.  TAKE THE
 LO0755'LEFT FORK (HIGHWAY 50) AND GO 6.2 MILES TO A WOODEN BRIDGE
 LO0755'AND THE END OF TRUCK TRAVEL.  HERE CROSS FENCE TO NORTH, THEN
 LO0755'FOLLOW OLD TRAIL EAST TO TWO POWER LINE POLES THAT CAN BE SEEN
 LO0755'FROM END OF TRUCK TRAVEL.  BEAR LEFT (N) UP RIDGE AND FOLLOW
 LO0755'DIM PATH UP STEEP RIDGE.  THENCE ALONG THE RIDGE TO A POINT
 LO0755'WHERE A FOREST SERVICE BOUNDARY POST CAN BE SEEN AT THE
 LO0755'SOUTH END OF A PROMINENT POINT.  THIS POST IS
 LO0755'APPROXIMATELY HALFWAY TO STATION.  AFTER PASSING THE POST
 LO0755'A SHORT DISTANCE, A WELL TRAVELED COW PATH CAN BE FOLLOWED
 LO0755'ALONG THE RIDGE TO THE STATION.  THIS IS ABOUT A 3 MILE
 LO0755'PACK AND THE FIRST PART IS VERY STEEP.  A 3-1/2 HOUR PACK.
 LO0755
 LO0755                          STATION RECOVERY (1989)
 LO0755
 LO0755'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (JLD)
 LO0755'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0696 ***********************************************************************
 LO0696  DESIGNATION -  TEMPLE 11
 LO0696  PID         -  LO0696
 LO0696  STATE/COUNTY-  UT/SALT LAKE
 LO0696  COUNTRY     -  US
 LO0696  USGS QUAD   -  FORT DOUGLAS (2017)
 LO0696
 LO0696                         *CURRENT SURVEY CONTROL
 LO0696  ______________________________________________________________________
 LO0696* NAD 83(1994) POSITION- 40 46 09.68278(N) 111 51 34.53463(W)   ADJUSTED
 LO0696* NAVD 88 ORTHO HEIGHT -  1373.718 (meters)     4506.94  (feet) ADJUSTED
 LO0696  ______________________________________________________________________
 LO0696  GEOID HEIGHT    -        -16.610 (meters)                     GEOID18
 LO0696  LAPLACE CORR    -         13.90  (seconds)                    DEFLEC18
 LO0696  DYNAMIC HEIGHT  -       1372.627 (meters)     4503.36  (feet) COMP
 LO0696  MODELED GRAVITY -    979,782.5   (mgal)                       NAVD 88
 LO0696
 LO0696  HORZ ORDER      -  FIRST
 LO0696  VERT ORDER      -  SECOND    CLASS 0
 LO0696
 LO0696.The horizontal coordinates were established by classical geodetic methods
 LO0696.and adjusted by the National Geodetic Survey in November 1997.
 LO0696
 LO0696.The orthometric height was determined by differential leveling and
 LO0696.adjusted by the NATIONAL GEODETIC SURVEY
 LO0696.in June 1991.
 LO0696
 LO0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0696.GEOID18 height accuracy estimate available here.
 LO0696
 LO0696.Click photographs - Photos may exist for this station.
 LO0696
 LO0696.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0696
 LO0696.The dynamic height is computed by dividing the NAVD 88
 LO0696.geopotential number by the normal gravity value computed on the
 LO0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0696.degrees latitude (g = 980.6199 gals.).
 LO0696
 LO0696.The modeled gravity was interpolated from observed gravity values.
 LO0696
 LO0696. The following values were computed from the NAD 83(1994) position.
 LO0696
 LO0696;                    North         East     Units Scale Factor Converg.
 LO0696;SPC UT C     - 2,270,519.194   469,639.476   MT  1.00003189   -0 13 49.3
 LO0696;SPC UT C     - 7,449,195.06  1,540,808.85   sFT  1.00003189   -0 13 49.3
 LO0696;UTM  12      - 4,513,509.316   427,455.091   MT  0.99966478   -0 33 40.9
 LO0696
 LO0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0696!SPC UT C     -   0.99978716  x   1.00003189  =   0.99981905
 LO0696!UTM  12      -   0.99978716  x   0.99966478  =   0.99945201
 LO0696
 LO0696:                Primary Azimuth Mark                     Grid Az
 LO0696:SPC UT C     -  TEMPLE 13                                090 13 31.9
 LO0696:UTM  12      -  TEMPLE 13                                090 33 23.5
 LO0696
 LO0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2745513509(NAD 83)
 LO0696
 LO0696|---------------------------------------------------------------------|
 LO0696| PID    Reference Object                     Distance      Geod. Az  |
 LO0696|                                                           dddmmss.s |
 LO0696| LO0694 TEMPLE 13                           482.258 METERS 0895942.6 |
 LO0696| LO0703 SECOND 11                           482.466 METERS 1800155.0 |
 LO0696|---------------------------------------------------------------------|
 LO0696
 LO0696                          SUPERSEDED SURVEY CONTROL
 LO0696
 LO0696  NAD 83(1993)-  40 46 09.68253(N)    111 51 34.53464(W) AD(       ) 1
 LO0696  NAD 83(1986)-  40 46 09.67134(N)    111 51 34.52566(W) AD(       ) 1
 LO0696  NAD 27      -  40 46 09.86406(N)    111 51 31.76008(W) AD(       ) 1
 LO0696  NGVD 29 (??/??/92) 1372.773  (m)         4503.84   (f) ADJ UNCH    2 0
 LO0696
 LO0696.Superseded values are not recommended for survey control.
 LO0696
 LO0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0696.See file dsdata.pdf to determine how the superseded data were derived.
 LO0696
 LO0696_MARKER: Z = SEE DESCRIPTION
 LO0696_SETTING: 0 = UNSPECIFIED SETTING
 LO0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0696
 LO0696  HISTORY     - Date     Condition        Report By
 LO0696  HISTORY     - 1963     MONUMENTED       CGS
 LO0696
 LO0696                          STATION DESCRIPTION
 LO0696
 LO0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LFW)
 LO0696'STATION IS LOCATED IN SALT LAKE CITY AT THE INTERSECTION OF
 LO0696'SOUTH TEMPLE STREET AND ELEVENTH STREET, EAST.  STATION IS
 LO0696'MARKED BY A CROSS IN THE TOP OF A SANDSTONE POST, SET ABOUT
 LO0696'8 INCHES BELOW THE SURFACE OF THE STREET, BENEATH THE MOST
 LO0696'WESTERLY OF 2 MANHOLE COVERS, 8 INCHES IN DIAMETER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0694 ***********************************************************************
 LO0694  DESIGNATION -  TEMPLE 13
 LO0694  PID         -  LO0694
 LO0694  STATE/COUNTY-  UT/SALT LAKE
 LO0694  COUNTRY     -  US
 LO0694  USGS QUAD   -  FORT DOUGLAS (2017)
 LO0694
 LO0694                         *CURRENT SURVEY CONTROL
 LO0694  ______________________________________________________________________
 LO0694* NAD 83(1994) POSITION- 40 46 09.68359(N) 111 51 13.97116(W)   ADJUSTED
 LO0694* NAVD 88 ORTHO HEIGHT -  1397.616 (meters)     4585.35  (feet) ADJUSTED
 LO0694  ______________________________________________________________________
 LO0694  GEOID HEIGHT    -        -16.574 (meters)                     GEOID18
 LO0694  LAPLACE CORR    -         14.52  (seconds)                    DEFLEC18
 LO0694  DYNAMIC HEIGHT  -       1396.503 (meters)     4581.69  (feet) COMP
 LO0694  MODELED GRAVITY -    979,779.5   (mgal)                       NAVD 88
 LO0694
 LO0694  HORZ ORDER      -  FIRST
 LO0694  VERT ORDER      -  SECOND    CLASS 0
 LO0694
 LO0694.The horizontal coordinates were established by classical geodetic methods
 LO0694.and adjusted by the National Geodetic Survey in November 1997.
 LO0694
 LO0694.The orthometric height was determined by differential leveling and
 LO0694.adjusted by the NATIONAL GEODETIC SURVEY
 LO0694.in June 1991.
 LO0694
 LO0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0694.GEOID18 height accuracy estimate available here.
 LO0694
 LO0694.Click photographs - Photos may exist for this station.
 LO0694
 LO0694.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0694
 LO0694.The dynamic height is computed by dividing the NAVD 88
 LO0694.geopotential number by the normal gravity value computed on the
 LO0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0694.degrees latitude (g = 980.6199 gals.).
 LO0694
 LO0694.The modeled gravity was interpolated from observed gravity values.
 LO0694
 LO0694. The following values were computed from the NAD 83(1994) position.
 LO0694
 LO0694;                    North         East     Units Scale Factor Converg.
 LO0694;SPC UT C     - 2,270,517.295   470,121.746   MT  1.00003189   -0 13 36.1
 LO0694;SPC UT C     - 7,449,188.83  1,542,391.10   sFT  1.00003189   -0 13 36.1
 LO0694;UTM  12      - 4,513,504.634   427,937.164   MT  0.99966392   -0 33 27.4
 LO0694
 LO0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0694!SPC UT C     -   0.99978341  x   1.00003189  =   0.99981529
 LO0694!UTM  12      -   0.99978341  x   0.99966392  =   0.99944740
 LO0694
 LO0694:                Primary Azimuth Mark                     Grid Az
 LO0694:SPC UT C     -  FOURTH 13                                180 15 20.1
 LO0694:UTM  12      -  FOURTH 13                                180 35 11.4
 LO0694
 LO0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2793713504(NAD 83)
 LO0694
 LO0694|---------------------------------------------------------------------|
 LO0694| PID    Reference Object                     Distance      Geod. Az  |
 LO0694|                                                           dddmmss.s |
 LO0694| LO0987 SECOND 13 ECC                       480.744 METERS 1795102.6 |
 LO0694| LO0689 FOURTH 13                           APPROX. 1.0 KM 1800144.0 |
 LO0694|---------------------------------------------------------------------|
 LO0694
 LO0694                          SUPERSEDED SURVEY CONTROL
 LO0694
 LO0694  NAD 83(1993)-  40 46 09.68336(N)    111 51 13.97117(W) AD(       ) 1
 LO0694  NAD 83(1986)-  40 46 09.67210(N)    111 51 13.96214(W) AD(       ) 1
 LO0694  NAD 27      -  40 46 09.86476(N)    111 51 11.19712(W) AD(       ) 1
 LO0694  NGVD 29 (??/??/92) 1396.669  (m)         4582.24   (f) ADJ UNCH    2 0
 LO0694
 LO0694.Superseded values are not recommended for survey control.
 LO0694
 LO0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0694.See file dsdata.pdf to determine how the superseded data were derived.
 LO0694
 LO0694_MARKER: Z = SEE DESCRIPTION
 LO0694_SETTING: 0 = UNSPECIFIED SETTING
 LO0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0694
 LO0694  HISTORY     - Date     Condition        Report By
 LO0694  HISTORY     - 1963     MONUMENTED       CGS
 LO0694
 LO0694                          STATION DESCRIPTION
 LO0694
 LO0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LFW)
 LO0694'STATION IS LOCATED IN SALT LAKE CITY AT THE INTERSECTION OF
 LO0694'SOUTH TEMPLE STREET AND THIRTEENTH STREET EAST.  STATION IS
 LO0694'MARKED BY A CROSS IN THE TOP OF A BRASS CAP, SET ABOUT 2
 LO0694'INCHES BELOW THE SURFACE OF THE STREET, BENEATH A MANHOLE
 LO0694'COVER, 8 INCHES IN DIAMETER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0699 ***********************************************************************
 LO0699  DESIGNATION -  TEMPLE 9
 LO0699  PID         -  LO0699
 LO0699  STATE/COUNTY-  UT/SALT LAKE
 LO0699  COUNTRY     -  US
 LO0699  USGS QUAD   -  FORT DOUGLAS (2017)
 LO0699
 LO0699                         *CURRENT SURVEY CONTROL
 LO0699  ______________________________________________________________________
 LO0699* NAD 83(1994) POSITION- 40 46 09.68085(N) 111 51 55.20321(W)   ADJUSTED
 LO0699* NAVD 88 ORTHO HEIGHT -  1354.898 (meters)     4445.19  (feet) ADJUSTED
 LO0699  ______________________________________________________________________
 LO0699  GEOID HEIGHT    -        -16.647 (meters)                     GEOID18
 LO0699  LAPLACE CORR    -         13.35  (seconds)                    DEFLEC18
 LO0699  DYNAMIC HEIGHT  -       1353.823 (meters)     4441.67  (feet) COMP
 LO0699  MODELED GRAVITY -    979,784.4   (mgal)                       NAVD 88
 LO0699
 LO0699  HORZ ORDER      -  FIRST
 LO0699  VERT ORDER      -  SECOND    CLASS 0
 LO0699
 LO0699.The horizontal coordinates were established by classical geodetic methods
 LO0699.and adjusted by the National Geodetic Survey in November 1997.
 LO0699
 LO0699.The orthometric height was determined by differential leveling and
 LO0699.adjusted by the NATIONAL GEODETIC SURVEY
 LO0699.in June 1991.
 LO0699
 LO0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0699.GEOID18 height accuracy estimate available here.
 LO0699
 LO0699.Click photographs - Photos may exist for this station.
 LO0699
 LO0699.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0699
 LO0699.The dynamic height is computed by dividing the NAVD 88
 LO0699.geopotential number by the normal gravity value computed on the
 LO0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0699.degrees latitude (g = 980.6199 gals.).
 LO0699
 LO0699.The modeled gravity was interpolated from observed gravity values.
 LO0699
 LO0699. The following values were computed from the NAD 83(1994) position.
 LO0699
 LO0699;                    North         East     Units Scale Factor Converg.
 LO0699;SPC UT C     - 2,270,521.098   469,154.741   MT  1.00003189   -0 14 02.5
 LO0699;SPC UT C     - 7,449,201.30  1,539,218.51   sFT  1.00003189   -0 14 02.5
 LO0699;UTM  12      - 4,513,514.020   426,970.553   MT  0.99966564   -0 33 54.4
 LO0699
 LO0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0699!SPC UT C     -   0.99979012  x   1.00003189  =   0.99982200
 LO0699!UTM  12      -   0.99979012  x   0.99966564  =   0.99945583
 LO0699
 LO0699:                Primary Azimuth Mark                     Grid Az
 LO0699:SPC UT C     -  TEMPLE 13                                090 13 31.0
 LO0699:UTM  12      -  TEMPLE 13                                090 33 22.9
 LO0699
 LO0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2697013514(NAD 83)
 LO0699
 LO0699|---------------------------------------------------------------------|
 LO0699| PID    Reference Object                     Distance      Geod. Az  |
 LO0699|                                                           dddmmss.s |
 LO0699| LO0694 TEMPLE 13                           APPROX. 1.0 KM 0895928.5 |
 LO0699| LO0985 HUB TEMP MARK                       253.253 METERS 17705     |
 LO0699| LO0701 SECOND 9                            482.510 METERS 1795947.5 |
 LO0699|---------------------------------------------------------------------|
 LO0699
 LO0699                          SUPERSEDED SURVEY CONTROL
 LO0699
 LO0699  NAD 83(1993)-  40 46 09.68057(N)    111 51 55.20323(W) AD(       ) 1
 LO0699  NAD 83(1986)-  40 46 09.66944(N)    111 51 55.19427(W) AD(       ) 1
 LO0699  NAD 27      -  40 46 09.86224(N)    111 51 52.42814(W) AD(       ) 1
 LO0699  NGVD 29 (??/??/92) 1353.954  (m)         4442.10   (f) ADJ UNCH    2 0
 LO0699
 LO0699.Superseded values are not recommended for survey control.
 LO0699
 LO0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0699.See file dsdata.pdf to determine how the superseded data were derived.
 LO0699
 LO0699_MARKER: Z = SEE DESCRIPTION
 LO0699_SETTING: 0 = UNSPECIFIED SETTING
 LO0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0699
 LO0699  HISTORY     - Date     Condition        Report By
 LO0699  HISTORY     - 1963     MONUMENTED       CGS
 LO0699
 LO0699                          STATION DESCRIPTION
 LO0699
 LO0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LFW)
 LO0699'STATION IS LOCATED IN SALT LAKE CITY AT THE INTERSECTION OF
 LO0699'SOUTH TEMPLE STREET AND NINTH STREET, EAST.  STATION IS MARKED
 LO0699'BY A CROSS IN THE TOP OF A BRASS CAP, SET ABOUT 8 INCHES BELOW
 LO0699'THE SURFACE OF THE STREET BENEATH A MANHOLE COVER, 8 INCHES
 LO0699'IN DIAMETER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0485 ***********************************************************************
 JN0485  DESIGNATION -  TEMPLE MTN
 JN0485  PID         -  JN0485
 JN0485  STATE/COUNTY-  UT/EMERY
 JN0485  COUNTRY     -  US
 JN0485  USGS QUAD   -  TEMPLE MOUNTAIN (2017)
 JN0485
 JN0485                         *CURRENT SURVEY CONTROL
 JN0485  ______________________________________________________________________
 JN0485* NAD 83(1994) POSITION- 38 41 19.08530(N) 110 40 57.93927(W)   ADJUSTED
 JN0485* NAVD 88 ORTHO HEIGHT -  2065.5   (meters)     6777.    (feet) VERTCON3
 JN0485  ______________________________________________________________________
 JN0485  GEOID HEIGHT    -        -18.963 (meters)                     GEOID18
 JN0485  LAPLACE CORR    -         -6.73  (seconds)                    DEFLEC18
 JN0485  HORZ ORDER      -  SECOND
 JN0485
 JN0485.The horizontal coordinates were established by classical geodetic methods
 JN0485.and adjusted by the National Geodetic Survey in November 1997.
 JN0485
 JN0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0485
 JN0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0485.GEOID18 height accuracy estimate available here.
 JN0485
 JN0485.Click photographs - Photos may exist for this station.
 JN0485
 JN0485.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0485
 JN0485. The following values were computed from the NAD 83(1994) position.
 JN0485
 JN0485;                    North         East     Units Scale Factor Converg.
 JN0485;SPC UT C     - 2,039,772.012   571,109.625   MT  1.00009708   +0 31 24.6
 JN0485;SPC UT C     - 6,692,152.01  1,873,715.49   sFT  1.00009708   +0 31 24.6
 JN0485;UTM  12      - 4,282,272.722   527,590.310   MT  0.99960937   +0 11 53.9
 JN0485
 JN0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0485!SPC UT C     -   0.99967900  x   1.00009708  =   0.99977605
 JN0485!UTM  12      -   0.99967900  x   0.99960937  =   0.99928849
 JN0485
 JN0485:                Primary Azimuth Mark                     Grid Az
 JN0485:SPC UT C     -  TEMPLE MTN AZ MK                         025 24 16.8
 JN0485:UTM  12      -  TEMPLE MTN AZ MK                         025 43 47.5
 JN0485
 JN0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH2759082272(NAD 83)
 JN0485
 JN0485|---------------------------------------------------------------------|
 JN0485| PID    Reference Object                     Distance      Geod. Az  |
 JN0485|                                                           dddmmss.s |
 JN0485| CM7211 TEMPLE MTN AZ MK                                   0255541.4 |
 JN0485| CM7212 TEMPLE MTN RM 1                       5.612 METERS 05432     |
 JN0485| CM7213 TEMPLE MTN RM 2                       5.163 METERS 33922     |
 JN0485|---------------------------------------------------------------------|
 JN0485
 JN0485                          SUPERSEDED SURVEY CONTROL
 JN0485
 JN0485  NAD 83(1986)-  38 41 19.07596(N)    110 40 57.93451(W) AD(       ) 2
 JN0485  NAD 27      -  38 41 19.15581(N)    110 40 55.40458(W) AD(       ) 2
 JN0485  NGVD 29 (07/19/86) 2064.4    (m)         6773.     (f) VERT ANG       
 JN0485
 JN0485.Superseded values are not recommended for survey control.
 JN0485
 JN0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0485.See file dsdata.pdf to determine how the superseded data were derived.
 JN0485
 JN0485_MARKER: DS = TRIANGULATION STATION DISK
 JN0485_SETTING: 66 = SET IN ROCK OUTCROP
 JN0485
 JN0485  HISTORY     - Date     Condition        Report By
 JN0485  HISTORY     - 1938     MONUMENTED       CGS
 JN0485  HISTORY     - 1952     GOOD             USGS
 JN0485
 JN0485                          STATION DESCRIPTION
 JN0485
 JN0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JN0485'STATION LIES ABOUT 35 MILES W OF GREEN RIVER ON WESTERNMOST
 JN0485'POINT OF A VERY PROMINENT ROCK PINNACLE OF SAN RAFAEL REEF,
 JN0485'WHICH IS KNOWN AS TEMPLE MT.  THIS MOUNTAIN HAS DEPOSITS OF
 JN0485'VANADIUM AND URANIUM ORES WHICH HAVE BEEN EXTENSIVELY MINED.
 JN0485'
 JN0485'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING
 JN0485'BEDROCK AS DESCRIBED.  AZIMUTH MARK IS A
 JN0485'STANDARD BRONZE DISK IN A BOULDER AS DESCRIBED.
 JN0485'
 JN0485'STATION IS REACHED FROM GREEN RIVER AS FOLLOWS--FROM POST OFFICE
 JN0485'GO S, THEN E, THEN S 0.3 MILE ON U.S. 50 TO A CORNER WHERE
 JN0485'HIGHWAY TURNS E.  LEAVE HIGHWAY, STRAIGHT AHEAD, AND FOLLOW A
 JN0485'DIRT ROAD ALONG RR TRACK 0.2 MILE TO A ROAD CROSSING RR, THEN
 JN0485'TURN R, S, CROSS TRACKS AND GO 0.1 MILE TO A WASH.  THENCE GO
 JN0485'STRAIGHT ACROSS WASH (IGNORING ANY TURNOFFS OF ROAD) AND FOLLOW
 JN0485'MAIN ROAD (ROAD TO HANKSVILLE) 12.9 MILES TO SAN RAFAEL RIVER,
 JN0485'THEN CROSS RIVER AND FOLLOW MAIN ROAD 10.3 MILES TO A LARGE
 JN0485'WASH.  CROSS WASH AND FOLLOW MAIN ROAD 12.3 MILES TO A FORK
 JN0485'WITH AN OIL-BARREL MAIL BOX IN FORK.  THENCE TAKE R FORK AND GO
 JN0485'1.6 MILES TO DENNY RANCH, THEN BEAR L, SOUTHWESTERLY,
 JN0485'AROUND FENCED-IN BUILDINGS AND GO 0.15 MILE ON DIM TRACKS
 JN0485'TO A TRACK ROAD IN A WASH JUST TO W OF RANCH BUILDINGS.
 JN0485'THENCE FOLLOW UP WASH 3.15 MILES TO A POINT WHERE A L FORK
 JN0485'TAKES OUT OF WASH, TAKE R FORK, WESTERLY, UP MAIN WASH AND
 JN0485'GO 2.8 MILES TO A ROCK CAIRN ON A ROCK IN BED OF WASH.
 JN0485'THENCE BEAR L OUT OF WASH OVER A RIDGE AND ACROSS WASH AND GO
 JN0485'1.3 MILES TO A MINE AND A POINT JUST TO N OF A MINE
 JN0485'BUILDING (MILL AND HOPPERS), THEN TAKE R FORK, NORTHERLY,
 JN0485'ACROSS A SMALL WASH AND FOLLOW MAIN ROAD AROUND TEMPLE MT. 0.7
 JN0485'MILE TO A DIM FORK, TAKE R FORK AROUND N SIDE OF MOUNTAIN
 JN0485'AND GO 0.5 MILE.  AZIMUTH MARK LIES ABOUT 15 YARDS NE OF
 JN0485'ROAD, AND ABOUT 4 FEET SE OF A LARGE ROCK CAIRN.  THENCE
 JN0485'CONTINUE STRAIGHT AHEAD ON MAIN ROAD 0.5 MILE TO A DIM FORK,
 JN0485'TAKE R FORK, SOUTHWESTERLY, DOWN HILL AND GO 0.2 MILE TO A DIM
 JN0485'FORK AND END OF TRUCK TRAVEL.  NOTE--ROAD UP WASH IS IMPASSABLE
 JN0485'IN WET WEATHER.  FROM END OF TRUCK TRAVEL FOLLOW A WAGON TRACK
 JN0485'TRAIL ABOUT 400 YARDS STRAIGHT TOWARD PEAK (EASTERLY).  THENCE
 JN0485'UP A STEEP RED-DIRT SLOPE ABOUT 200 YARDS TO A POINT NEAR TOP
 JN0485'OF RED-COLORED SLOPE, AND A DIM TRAIL.  FOLLOW THIS TRAIL R,
 JN0485'SOUTHERLY, SWITCH-BACKING UP MOUNTAIN TO UPPER ONE OF THREE
 JN0485'WOODEN HEAD FRAMES, WHICH ARE REMAINS OF AN OLD MINE AERIAL
 JN0485'CABLE LINE.  FROM THIS POINT BEAR R, SOUTHEASTERLY, UP HILL,
 JN0485'PASSING JUST BELOW A STEEP SANDSTONE LEDGE, TO A SADDLE
 JN0485'BETWEEN MAIN PEAK AND A SMALL, SHARP-POINTED PINNACLE (THERE IS
 JN0485'A SMALL ROCK CAIRN IN THIS SADDLE).  STATION IS VISIBLE FROM
 JN0485'THIS POINT, AND IS ABOUT 500 YARDS N ON W END OF PEAK.
 JN0485'FROM THIS POINT SWITCH-BACK TO L, AND FOLLOW BASE OF A WHITE
 JN0485'SANDSTONE CLIFF ON A DIM TRAIL, PASSING TWO OLD MINE
 JN0485'TUNNELS, ABOUT 300 YARDS TO END OF DIM TRAIL AND A STEEP
 JN0485'CLIFF.  THIS CLIFF IS ABOUT 80 FEET HIGH, AND IS ABOUT
 JN0485'100 YARDS PAST LAST MINE TUNNEL.  THIS IS A VERY DIFFICULT
 JN0485'POINT TO PASS AND ROPES WERE USED BY LIGHTKEEPER AND OBSERVING
 JN0485'PARTY.  FROM TOP OF CLIFF BEAR L, NORTHWESTERLY, ALONG A
 JN0485'LEDGE TO A HOGBACK SADDLE.  THENCE WESTERLY ABOUT 200 YARDS
 JN0485'TO WESTERNMOST POINT OF MOUNTAIN AND STATION.  THERE IS A
 JN0485'HIGHER POINT ON MOUNTAIN PEAK ABOUT 400 YARDS ESE.  THIS IS
 JN0485'ABOUT A 1 1/2-HOUR PACK.
 JN0485'
 JN0485'AZIMUTH IS A STANDARD DISK AZIMUTH MARK SET IN A BOULDER (ABOUT
 JN0485'3 FEET ACROSS) ABOUT 1 FOOT ABOVE GROUND SURFACE.  IT IS ABOUT
 JN0485'1/2 MILE AIRLINE FROM STATION AND IS ABOUT 800 FEET LOWER.  IT
 JN0485'IS ABOUT 15 YARDS NE OF ROAD, 0.7 MILE FROM END OF TRUCK TRAVEL,
 JN0485'AND IS ABOUT 4 FEET SE OF A LARGE ROCK CAIRN.
 JN0485
 JN0485                          STATION RECOVERY (1952)
 JN0485
 JN0485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 JN0485'STATION FOUND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0587 ***********************************************************************
 JM0587  DESIGNATION -  TEN MILE
 JM0587  PID         -  JM0587
 JM0587  STATE/COUNTY-  UT/GRAND
 JM0587  COUNTRY     -  US
 JM0587  USGS QUAD   -  DEE PASS (2017)
 JM0587
 JM0587                         *CURRENT SURVEY CONTROL
 JM0587  ______________________________________________________________________
 JM0587* NAD 83(1994) POSITION- 38 45 07.38125(N) 109 54 29.03155(W)   ADJUSTED
 JM0587* NAVD 88 ORTHO HEIGHT -  1551.    (meters)     5089.    (feet) VERTCON3
 JM0587  ______________________________________________________________________
 JM0587  GEOID HEIGHT    -        -20.796 (meters)                     GEOID18
 JM0587  LAPLACE CORR    -          2.11  (seconds)                    DEFLEC18
 JM0587  HORZ ORDER      -  SECOND
 JM0587
 JM0587.The horizontal coordinates were established by classical geodetic methods
 JM0587.and adjusted by the National Geodetic Survey in November 1997.
 JM0587
 JM0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0587
 JM0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0587.GEOID18 height accuracy estimate available here.
 JM0587
 JM0587.Click photographs - Photos may exist for this station.
 JM0587
 JM0587.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0587
 JM0587. The following values were computed from the NAD 83(1994) position.
 JM0587
 JM0587;                    North         East     Units Scale Factor Converg.
 JM0587;SPC UT C     - 2,047,719.074   638,386.855   MT  1.00007580   +1 01 11.1
 JM0587;SPC UT C     - 6,718,225.00  2,094,440.87   sFT  1.00007580   +1 01 11.1
 JM0587;UTM  12      - 4,289,827.912   594,882.996   MT  0.99971086   +0 41 00.8
 JM0587
 JM0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0587!SPC UT C     -   0.99975996  x   1.00007580  =   0.99983574
 JM0587!UTM  12      -   0.99975996  x   0.99971086  =   0.99947089
 JM0587
 JM0587:                Primary Azimuth Mark                     Grid Az
 JM0587:SPC UT C     -  TEN MILE AZ MK                           084 40 02.0
 JM0587:UTM  12      -  TEN MILE AZ MK                           085 00 12.3
 JM0587
 JM0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH9488289827(NAD 83)
 JM0587
 JM0587|---------------------------------------------------------------------|
 JM0587| PID    Reference Object                     Distance      Geod. Az  |
 JM0587|                                                           dddmmss.s |
 JM0587| CM7215 TEN MILE RM 1                         9.545 METERS 04817     |
 JM0587| CM7214 TEN MILE AZ MK                                     0854113.1 |
 JM0587| CM7216 TEN MILE RM 2                        10.485 METERS 35046     |
 JM0587|---------------------------------------------------------------------|
 JM0587
 JM0587                          SUPERSEDED SURVEY CONTROL
 JM0587
 JM0587  NAD 83(1986)-  38 45 07.36893(N)    109 54 29.02817(W) AD(       ) 2
 JM0587  NAD 27      -  38 45 07.45300(N)    109 54 26.57600(W) AD(       ) 2
 JM0587  NGVD 29 (07/19/86) 1550.     (m)         5085.     (f) VERT ANG       
 JM0587
 JM0587.Superseded values are not recommended for survey control.
 JM0587
 JM0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0587.See file dsdata.pdf to determine how the superseded data were derived.
 JM0587
 JM0587_MARKER: DS = TRIANGULATION STATION DISK
 JM0587_SETTING: 66 = SET IN ROCK OUTCROP
 JM0587_STAMPING: TEN MILE 1927
 JM0587_MARK LOGO: CGS
 JM0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0587+STABILITY: POSITION/ELEVATION WELL
 JM0587
 JM0587  HISTORY     - Date     Condition        Report By
 JM0587  HISTORY     - 1937     MONUMENTED       CGS
 JM0587  HISTORY     - 1951     GOOD             USGS
 JM0587  HISTORY     - 1961     GOOD             CGS
 JM0587
 JM0587                          STATION DESCRIPTION
 JM0587
 JM0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JM0587'ABOUT 19.0 MILES AIRLINE SW OF THOMPSON, UTAH AND 10.0 MILES
 JM0587'W OF THE GREEN RIVER.  STATION IS AT THE SW END OF A VERY
 JM0587'ROCKY BUTTE.  THIS BUTTE IS FAIRLY LEVEL ON TOP, WITH A
 JM0587'FEW SCATTERED PINION TREES, AND IS ABOUT ONE MILE N OF A VERY
 JM0587'PROMINENT LARGE CATHEDRAL-LIKE ROCKY FORMATION.
 JM0587'
 JM0587'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 JM0587'IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 JM0587'
 JM0587'REFERENCE MARK NO. 1, IS DUE N ABOUT 2 FEET LOWER THAN THE
 JM0587'STATION.
 JM0587'
 JM0587'REFERENCE MARK NO. 2, IS NNW AND ABOUT THE SAME ELEVATION AS
 JM0587'THE STATION.
 JM0587'
 JM0587'AZIMUTH MARK IS ABOUT 0.5 MILE SE OF THE STATION SET IN A
 JM0587'BROAD SANDSTONE OUTCROP.
 JM0587'
 JM0587'TO REACH THE STATION FROM THE CROSSROADS IN THOMPSON, UTAH,
 JM0587'GO WESTWARD ON U.S. HIGHWAY 50 FOR 6.0 MILES TO CRESENT
 JM0587'JUNCTION AND THE JUNCTION OF U.S. HIGHWAY 50 AND U.S. HIGHWAY
 JM0587'450.  HERE TURN LEFT (S) ON U.S. HIGHWAY 450 AND GO 14.3 MILES
 JM0587'TO A GRADED T-ROAD TO THE RIGHT (W BY S).  TURN RIGHT ON DIRT
 JM0587'ROAD AND GO 9.7 MILES TO THE FIRST BENCH OF THE MESA.  HERE
 JM0587'LEAVE ROAD AT A PILE OF ROCKS ON THE RIGHT SIDE OF ROAD
 JM0587'AT A SMALL DIP IMMEDIATELY AFTER REACHING CREST OF BENCH AND
 JM0587'GO CROSS-COUNTRY ABOUT 2.0 MILES TO THE END OF TRUCK TRAVEL.
 JM0587'PICK MOST SUITABLE ROUTE AND TRUCK CAN BE DRIVEN TO THE FOOT
 JM0587'OF THE BUTTE.  HERE LEAVE TRUCK AND PACK TO THE TOP OF THE
 JM0587'BUTTE, THEN LEFT (SW) TO HIGHEST POINT AT THE EXTREME SW END OF
 JM0587'BUTTE, AND STATION SITE.
 JM0587
 JM0587                          STATION RECOVERY (1951)
 JM0587
 JM0587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 JM0587'RECOVERED.
 JM0587
 JM0587                          STATION RECOVERY (1961)
 JM0587
 JM0587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RP)
 JM0587'THIS STATION WAS VISITED BY MY PARTY FOR THE PURPOSE OF USING
 JM0587'THE VERTICAL ANGLE ELEVATION ESTABLISHED THEREON, WE FOUND THE
 JM0587'STATION BY USING U.S.G.S. TOPOGRAPHIC MAPS FOR THIS AREA.
 JM0587'THE STATION SEEMED TO BE IN GOOD ORDER WITH THE SIGNAL TOWER
 JM0587'STILL IN PLACE BUT, MINUS THE FLAGGING.
 JM0587'
 JM0587'THE VERTICAL ANGLE ELEVATION WAS TIED AND WITHIN OUR ALLOWABLE
 JM0587'ERROR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0768 ***********************************************************************
 MS0768  DESIGNATION -  TERRACE
 MS0768  PID         -  MS0768
 MS0768  STATE/COUNTY-  UT/BOX ELDER
 MS0768  COUNTRY     -  US
 MS0768  USGS QUAD   -  TANGENT PEAK (2017)
 MS0768
 MS0768                         *CURRENT SURVEY CONTROL
 MS0768  ______________________________________________________________________
 MS0768* NAD 83(1994) POSITION- 41 28 53.88931(N) 113 10 27.65085(W)   ADJUSTED
 MS0768* NAVD 88 ORTHO HEIGHT -  2148.9   (meters)     7050.    (feet) VERTCON3
 MS0768  ______________________________________________________________________
 MS0768  GEOID HEIGHT    -        -16.089 (meters)                     GEOID18
 MS0768  LAPLACE CORR    -          3.72  (seconds)                    DEFLEC18
 MS0768  HORZ ORDER      -  FIRST
 MS0768
 MS0768.The horizontal coordinates were established by classical geodetic methods
 MS0768.and adjusted by the National Geodetic Survey in November 1997.
 MS0768
 MS0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0768
 MS0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0768.GEOID18 height accuracy estimate available here.
 MS0768
 MS0768.Click photographs - Photos may exist for this station.
 MS0768
 MS0768.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0768
 MS0768. The following values were computed from the NAD 83(1994) position.
 MS0768
 MS0768;                    North         East     Units Scale Factor Converg.
 MS0768;SPC UT N     - 1,128,867.488   360,172.471   MT  0.99996494   -1 06 14.4
 MS0768;SPC UT N     - 3,703,626.08  1,181,665.85   sFT  0.99996494   -1 06 14.4
 MS0768;UTM  12      - 4,594,507.653   318,466.258   MT  1.00000557   -1 26 26.3
 MS0768
 MS0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0768!SPC UT N     -   0.99966558  x   0.99996494  =   0.99963053
 MS0768!UTM  12      -   0.99966558  x   1.00000557  =   0.99967115
 MS0768
 MS0768:                Primary Azimuth Mark                     Grid Az
 MS0768:SPC UT N     -  TERRACE AZ MK                            222 46 50.5
 MS0768:UTM  12      -  TERRACE AZ MK                            223 07 02.4
 MS0768
 MS0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL1846694507(NAD 83)
 MS0768
 MS0768|---------------------------------------------------------------------|
 MS0768| PID    Reference Object                     Distance      Geod. Az  |
 MS0768|                                                           dddmmss.s |
 MS0768| MS0728 SALT LAKE PENDLETON AWY BCN 6       APPROX.37.7 KM 0895643.1 |
 MS0768| CM6583 TERRACE RM 1                          3.489 METERS 19820     |
 MS0768| CM6582 TERRACE AZ MK                                      2214036.1 |
 MS0768| CM6584 TERRACE RM 2                          3.905 METERS 30254     |
 MS0768|---------------------------------------------------------------------|
 MS0768
 MS0768                          SUPERSEDED SURVEY CONTROL
 MS0768
 MS0768  NAD 83(1986)-  41 28 53.87971(N)    113 10 27.63649(W) AD(       ) 1
 MS0768  NAD 27      -  41 28 54.15198(N)    113 10 24.67541(W) AD(       ) 1
 MS0768  NGVD 29 (07/19/86) 2147.8    (m)         7047.     (f) VERT ANG       
 MS0768
 MS0768.Superseded values are not recommended for survey control.
 MS0768
 MS0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0768.See file dsdata.pdf to determine how the superseded data were derived.
 MS0768
 MS0768_MARKER: DS = TRIANGULATION STATION DISK
 MS0768_SETTING: 66 = SET IN ROCK OUTCROP
 MS0768_STAMPING: TERRACE 1940
 MS0768_MARK LOGO: CGS
 MS0768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0768+STABILITY: POSITION/ELEVATION WELL
 MS0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0768+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2025
 MS0768
 MS0768  HISTORY     - Date     Condition        Report By
 MS0768  HISTORY     - 1940     MONUMENTED       CGS
 MS0768  HISTORY     - 1966     GOOD             USGS
 MS0768  HISTORY     - 1968     GOOD             USGS
 MS0768  HISTORY     - 20250327 GOOD             INDIV
 MS0768
 MS0768                          STATION DESCRIPTION
 MS0768
 MS0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MS0768'STATION IS ABOUT 20-1/2 MILES SSW OF KELTON, 13 MILES N OF MAIN
 MS0768'LINE OF SOUTHERN PACIFIC RAILROAD, ON SUMMIT OF A BARE PEAK WHICH
 MS0768'IS HIGHEST POINT OF THE TERRACE MOUNTAINS.
 MS0768'
 MS0768'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 MS0768'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.  STATION AND
 MS0768'ALL REFERENCE MARKS ARE STAMPED TERRACE 1940.
 MS0768'
 MS0768'REFERENCE MARK NO. 1 IS ABOUT 11 FEET S OF THE STATION, AT ABOUT
 MS0768'THE SAME LEVEL AS THE STATION.
 MS0768'
 MS0768'REFERENCE MARK NO. 2 IS ABOUT 13 FEET NW OF THE STATION, AT ABOUT
 MS0768'THE SAME LEVEL AS THE STATION.
 MS0768'
 MS0768'AZIMUTH MARK IS ABOUT 1/4 MILE SW OF THE STATION AND ABOUT
 MS0768'300 FEET LOWER IN ELEVATION, ON A PROMINENT POINT OF RIDGE ENROUTE
 MS0768'TO STATION.
 MS0768'
 MS0768'STATION REACHED FROM KELTON BY GOING WESTERLY ON PARK VALLEY
 MS0768'ROAD 0.25 MILE, THENCE LEFT ON KELTON ROSEBUD TRACK TRAIL 2.6
 MS0768'MILES, THENCE LEFT FORK 3.4 MILES TO FORK.  TAKE RIGHT FORK 3
 MS0768'MILES, THENCE LEFT FORK AND FOLLOW BLADED ROAD 9.5 MILES TO
 MS0768'FORK.  KEEP RIGHT FORK AND CONTINUE ON BLADED ROAD 3 MILES
 MS0768'TO POINT ABOUT DUE W OF HIGHEST PEAK.  THENCE, LEFT, AT DIM
 MS0768'CROSS ROAD AND FOLLOW DIM ROAD 0.2 MILE TO AN OLD ROAD IN A
 MS0768'WASH.  FOLLOW THIS OLD ROAD UP WASH AND ON TO RIDGE 1.2 MILES.
 MS0768'THENCE LEFT INTO WASH AND CONTINUE 0.4 MILE TO END OF TRUCK
 MS0768'TRAVEL.  FROM END OF TRUCK TRAVEL, PACK N UP STEEP RIDGE TO
 MS0768'HIGHEST POINT AND STATION, WHICH IS ABOUT 25 FEET NW OF THE
 MS0768'HIGHEST POINT AND ABOUT 1 FOOT LOWER IN ELEVATION (ABOUT A
 MS0768'45-MINUTE BACK PACK.)
 MS0768
 MS0768                          STATION RECOVERY (1966)
 MS0768
 MS0768'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MS0768'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 MS0768'CONDITION AS DESCRIBED.
 MS0768'
 MS0768'THE OLD DESCRIPTION IS ADEQUATE.
 MS0768
 MS0768                          STATION RECOVERY (1968)
 MS0768
 MS0768'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MS0768'RECOVERED AS DESCRIBED BY C AND GS.  ALL MARKS FOUND IN GOOD
 MS0768'CONDITION.
 MS0768'
 MS0768'THE DESCRIPTION IS ADEQUATE.
 MS0768'
 MS0768'THE STATION WAS REACHED BY HELICOPTER.
 MS0768
 MS0768                          STATION RECOVERY (2025)
 MS0768
 MS0768'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (DM)
 MS0768'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0696 ***********************************************************************
 MS0696  DESIGNATION -  THATCHER 2
 MS0696  PID         -  MS0696
 MS0696  STATE/COUNTY-  UT/BOX ELDER
 MS0696  COUNTRY     -  US
 MS0696  USGS QUAD   -  THATCHER MOUNTAIN (2017)
 MS0696
 MS0696                         *CURRENT SURVEY CONTROL
 MS0696  ______________________________________________________________________
 MS0696* NAD 83(1994) POSITION- 41 43 14.30072(N) 112 20 30.49526(W)   ADJUSTED
 MS0696* NAVD 88 ORTHO HEIGHT -  1892.4   (meters)     6209.    (feet) VERTCON3
 MS0696  ______________________________________________________________________
 MS0696  GEOID HEIGHT    -        -15.497 (meters)                     GEOID18
 MS0696  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 MS0696  HORZ ORDER      -  SECOND
 MS0696
 MS0696.The horizontal coordinates were established by classical geodetic methods
 MS0696.and adjusted by the National Geodetic Survey in November 1997.
 MS0696
 MS0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0696
 MS0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0696.GEOID18 height accuracy estimate available here.
 MS0696
 MS0696.Click photographs - Photos may exist for this station.
 MS0696
 MS0696.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0696
 MS0696. The following values were computed from the NAD 83(1994) position.
 MS0696
 MS0696;                    North         East     Units Scale Factor Converg.
 MS0696;SPC UT N     - 1,154,404.004   429,953.426   MT  0.99999043   -0 33 18.2
 MS0696;SPC UT N     - 3,787,407.14  1,410,605.53   sFT  0.99999043   -0 33 18.2
 MS0696;UTM  12      - 4,619,629.687   388,389.061   MT  0.99975329   -0 53 35.0
 MS0696
 MS0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0696!SPC UT N     -   0.99970571  x   0.99999043  =   0.99969614
 MS0696!UTM  12      -   0.99970571  x   0.99975329  =   0.99945907
 MS0696
 MS0696:                Primary Azimuth Mark                     Grid Az
 MS0696:SPC UT N     -  HOWELL ET                                296 30 56.9
 MS0696:UTM  12      -  HOWELL ET                                296 51 13.7
 MS0696
 MS0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM8838919629(NAD 83)
 MS0696
 MS0696|---------------------------------------------------------------------|
 MS0696| PID    Reference Object                     Distance      Geod. Az  |
 MS0696|                                                           dddmmss.s |
 MS0696| CM6585 THATCHER RM 1                         6.532 METERS 07636     |
 MS0696| MS0741 HOWELL ET                           APPROX.18.7 KM 2955738.7 |
 MS0696| CM6586 THATCHER RM 2                         3.765 METERS 34336     |
 MS0696|---------------------------------------------------------------------|
 MS0696
 MS0696                          SUPERSEDED SURVEY CONTROL
 MS0696
 MS0696  NAD 83(1993)-  41 43 14.29832(N)    112 20 30.48772(W) AD(       ) 2
 MS0696  NAD 83(1986)-  41 43 14.29366(N)    112 20 30.48281(W) AD(       ) 2
 MS0696  NAD 27      -  41 43 14.55930(N)    112 20 27.63798(W) AD(       ) 2
 MS0696  NGVD 29 (07/19/86) 1891.3    (m)         6205.     (f) VERT ANG       
 MS0696
 MS0696.Superseded values are not recommended for survey control.
 MS0696
 MS0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0696.See file dsdata.pdf to determine how the superseded data were derived.
 MS0696
 MS0696_MARKER: DD = SURVEY DISK
 MS0696_SETTING: 0 = UNSPECIFIED SETTING
 MS0696
 MS0696  HISTORY     - Date     Condition        Report By
 MS0696  HISTORY     - 1968     MONUMENTED       USGS
 MS0696
 MS0696                          STATION DESCRIPTION
 MS0696
 MS0696'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (WAO)
 MS0696'LOCATED ABOUT 9.1 MI. (AIRLINE) W. OF TREMONTON, UTAH.  3.8 MI.
 MS0696'W. OF BOTHWELL.  3.0 MI. NW. OF THATCHER.  ON THE HIGHEST POINT
 MS0696'OF THE BLUE SPRING HILLS.
 MS0696'
 MS0696'REACHED BY HELICOPTER BY FLYING FROM TREMONTON AIRPORT W. FOR
 MS0696'8.0 MI. TO HIGHEST POINT AND STATION MARK.  BEST GROUND APPROACH
 MS0696'APPEARS TO BE ALONG RIDGE LINES FROM SW. OF STATION.
 MS0696'
 MS0696'STATION MARK--A STANDARD USGS TABLET STAMPED THATCHER 2 1968
 MS0696'ON COPPERWELD ROD IN CONCRETE POST SET ON BEDROCK.
 MS0696'
 MS0696'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 MS0696'STAMPED THATCHER NO 1 1958 CEMENTED IN STONE.
 MS0696'
 MS0696'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 MS0696'STAMPED THATCHER NO 2 1958 CEMENTED IN STONE.
 MS0696'
 MS0696'AZIMUTH MARK IS CENTERLINE OF LARGE MASONARY SMOKE STACK AT
 MS0696'SUGAR MILL IN GARLAND, ABOUT 9.5 MI. E. OF STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0566 ***********************************************************************
 JO0566  DESIGNATION -  THERMO
 JO0566  PID         -  JO0566
 JO0566  STATE/COUNTY-  UT/BEAVER
 JO0566  COUNTRY     -  US
 JO0566  USGS QUAD   -  THERMO (2017)
 JO0566
 JO0566                         *CURRENT SURVEY CONTROL
 JO0566  ______________________________________________________________________
 JO0566* NAD 83(1994) POSITION- 38 14 48.52581(N) 113 13 42.25292(W)   ADJUSTED
 JO0566* NAVD 88 ORTHO HEIGHT -  1734.1   (meters)     5689.    (feet) VERTCON3
 JO0566  ______________________________________________________________________
 JO0566  GEOID HEIGHT    -        -21.429 (meters)                     GEOID18
 JO0566  LAPLACE CORR    -          1.32  (seconds)                    DEFLEC18
 JO0566  HORZ ORDER      -  THIRD
 JO0566
 JO0566.The horizontal coordinates were established by classical geodetic methods
 JO0566.and adjusted by the National Geodetic Survey in November 1997.
 JO0566
 JO0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0566
 JO0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0566.GEOID18 height accuracy estimate available here.
 JO0566
 JO0566.Click photographs - Photos may exist for this station.
 JO0566
 JO0566.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0566
 JO0566. The following values were computed from the NAD 83(1994) position.
 JO0566
 JO0566;                    North         East     Units Scale Factor Converg.
 JO0566;SPC UT S     - 3,176,772.424   348,711.322   MT  0.99998384   -1 03 32.3
 JO0566;SPC UT S     -10,422,460.86  1,144,063.73   sFT  0.99998384   -1 03 32.3
 JO0566;UTM  12      - 4,235,548.150   304,998.056   MT  1.00006833   -1 22 47.7
 JO0566
 JO0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0566!SPC UT S     -   0.99973134  x   0.99998384  =   0.99971518
 JO0566!UTM  12      -   0.99973134  x   1.00006833  =   0.99979965
 JO0566
 JO0566:                Primary Azimuth Mark                     Grid Az
 JO0566:SPC UT S     -  THERMO AZ MK                             231 31 17.1
 JO0566:UTM  12      -  THERMO AZ MK                             231 50 32.5
 JO0566
 JO0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH0499835548(NAD 83)
 JO0566
 JO0566|---------------------------------------------------------------------|
 JO0566| PID    Reference Object                     Distance      Geod. Az  |
 JO0566|                                                           dddmmss.s |
 JO0566| CM6588 THERMO RM 1                           4.982 METERS 02835     |
 JO0566| JO0564 THERMO UNION PAC RR WATER TANK      APPROX. 6.1 KM 1211616.4 |
 JO0566| JO0565 THERMO A FRAME OVER WELL            APPROX. 6.1 KM 1211848.4 |
 JO0566| CM6589 THERMO RM 2                           4.383 METERS 16717     |
 JO0566| CM6587 THERMO AZ MK                                       2302744.8 |
 JO0566|---------------------------------------------------------------------|
 JO0566
 JO0566                          SUPERSEDED SURVEY CONTROL
 JO0566
 JO0566  NAD 83(1986)-  38 14 48.52129(N)    113 13 42.24935(W) AD(       ) 3
 JO0566  NAD 27      -  38 14 48.63900(N)    113 13 39.37700(W) AD(       ) 3
 JO0566  NGVD 29 (07/19/86) 1733.0    (m)         5686.     (f) VERT ANG       
 JO0566
 JO0566.Superseded values are not recommended for survey control.
 JO0566
 JO0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0566.See file dsdata.pdf to determine how the superseded data were derived.
 JO0566
 JO0566_MARKER: DS = TRIANGULATION STATION DISK
 JO0566_SETTING: 66 = SET IN ROCK OUTCROP
 JO0566_STAMPING: THERMO 1938
 JO0566_MARK LOGO: CGS
 JO0566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0566+STABILITY: POSITION/ELEVATION WELL
 JO0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0566+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 JO0566
 JO0566  HISTORY     - Date     Condition        Report By
 JO0566  HISTORY     - 1938     MONUMENTED       CGS
 JO0566  HISTORY     - 1952     GOOD             USGS
 JO0566  HISTORY     - 1970     GOOD             USAF
 JO0566  HISTORY     - 20040514 GOOD             INDIV
 JO0566
 JO0566                          STATION DESCRIPTION
 JO0566
 JO0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JO0566'STATION IS ABOUT 17 MILES W OF MINERSVILLE AND ABOUT 5 MILES
 JO0566'WNW OF THERMO RAILROAD STATION ON SUMMIT OF A SMALL HILL, WHICH
 JO0566'DROPS OFF STEEPLY TO S AND SLOPES DOWN GRADUALLY TO N.  IT IS ABOUT
 JO0566'1/2 MILE NW OF WHAT IS KNOWN AS DEAD HORSE POINT.
 JO0566'
 JO0566'SURFACE MARK IS A STANDARD BRONZE DISK IN BEDROCK.
 JO0566'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JO0566'DISKS IN CONCRETE IN BEDROCK.
 JO0566'
 JO0566'STATION IS REACHED FROM MINERSVILLE AS FOLLOWS--FROM POST OFFICE
 JO0566'AND LIBRARY GO W ON MAIN STREET 0.35 MILE TO A T ROAD.  THENCE
 JO0566'TURN R, N, AND GO 0.4 MILE, THEN TURN L, W, AND FOLLOW MAIN
 JO0566'ROAD 1.5 MILES TO A FORK, TAKE R FORK, WESTERLY, AND GO 0.25 MILE.
 JO0566'THENCE CONTINUE STRAIGHT AHEAD, WESTERLY, 0.25 MILE ON A R FORK.
 JO0566'CONTINUE STRAIGHT AHEAD 0.1 MILE TO ANOTHER FORK, TAKE R FORK,
 JO0566'WESTERLY, 0.1 MILE, THEN TAKE L FORK, NORTHWESTERLY, 0.8 MILE.
 JO0566'THENCE TAKE R FORK, NORTH-NORTHWESTERLY, 0.8 MILE, THEN TAKE R
 JO0566'FORK, NNW, 0.5 MILE TO A DIM L FORK, CONTINUE ON MAIN ROAD, R
 JO0566'FORK, 1.1 MILES TO A CROSS ROAD.  THENCE CONTINUE STRAIGHT
 JO0566'AHEAD, NORTH-NORTHWESTERLY, 0.6 MILE TO A TELEPHONE LINE.
 JO0566'PASS UNDER TELEPHONE LINE AND CONTINUE STRAIGHT AHEAD ON MAIN
 JO0566'ROAD, W, 1.0 MILE.  THENCE CONTINUE STRAIGHT AHEAD, W, 0.9 MILE
 JO0566'TO AN ELECTRIC POWER TRANSMISSION LINE.  PASS UNDER LINE
 JO0566'AND CONTINUE W 1.6 MILES TO A FORK, TAKE R FORK, W, STRAIGHT
 JO0566'AHEAD 0.7 MILE TO RR TRACKS AT LAHO SIDING, ABOUT 1/4 MILE S OF
 JO0566'SIGN LAHO.  THENCE CONTINUE STRAIGHT AHEAD, W, 0.45 MILE, TAKE
 JO0566'L FORK, SOUTHWESTERLY, AND GO ABOUT 100 FEET, THEN TAKE ANOTHER L
 JO0566'FORK, SOUTHWESTERLY, 0.55 MILE TO A SE FENCE CORNER.  CONTINUE
 JO0566'STRAIGHT AHEAD DUE W ALONG S SIDE OF AN E AND W FENCE LINE
 JO0566'0.4 MILE TO A FORK, TAKE R FORK, W, ALONG FENCE LINE 0.1 MILE
 JO0566'TO A SW FENCE CORNER (THERE IS AN AIRWAY BEACON 0.15 MILE SSW OF
 JO0566'THIS FENCE CORNER).  THENCE TURN R, N, ALONG W SIDE OF A N
 JO0566'AND S FENCE LINE AND GO ABOUT 200 YARDS, THEN BEAR
 JO0566'NORTHWESTERLY AWAY FROM FENCE AND GO 2.5 MILES WESTERLY AND
 JO0566'SOUTHWESTERLY TO A FORK, TAKE L FORK, SOUTHWESTERLY, AND GO 0.6
 JO0566'MILE TO A FENCE CORNER (THERMO RAILROAD STATION LIES ABOUT 1
 JO0566'MILE S).  THENCE TURN R, W, ONTO A TRAIL AND FOLLOW ALONG N SIDE
 JO0566'OF AN E AND W FENCE LINE 1.0 MILE TO A SECTION CORNER MARK
 JO0566'(JUNCTION OF SOUTHERN BOUNDARIES OF SECTIONS 33 AND 34 OF T 29
 JO0566'S, R 12 W).  FROM THIS POINT STATION IS VISIBLE ABOUT 2 MILES
 JO0566'AWAY ON MAGNETIC BEARING 273 DEG.  CONTINUE STRAIGHT AHEAD ABOUT
 JO0566'50 YARDS TO A GATE AT N END OF A N AND S LANE.  THENCE GO NW ON A
 JO0566'VERY DIM TRACK ROAD 0.2 MILE TO A WELL-TRAVELED DIRT ROAD (PIOCHE
 JO0566'ROAD).  TURN L, SOUTHWESTERLY, AND GO 0.45 MILE TO A FENCE
 JO0566'CORNER AND A 1/4 SECTION MARK, THEN FOLLOW MAIN ROAD (PIOCHE
 JO0566'ROAD), SOUTH AND SW 1.5 MILES TO A DIM CROSS ROAD.  THENCE
 JO0566'LEAVE MAIN ROAD AND TURN R, NORTHWESTERLY, AND FOLLOW THIS DIM
 JO0566'ROAD UP A SMALL VALLEY 1.4 MILES TO A DIM FORK, THEN TAKE R
 JO0566'FORK, NORTHWESTERLY, 0.25 MILE TO A SADDLE, A SMALL ROCKY
 JO0566'CONE-SHAPED HILL LIES ABOUT 200 YARDS W.  NOTE--AZIMUTH LIES
 JO0566'ABOUT 1/4 MILE NORTHEASTERLY OF THIS POINT.  IT IS ON SAME
 JO0566'RIDGE THAT FORMS SADDLE MENTIONED.  THENCE CONTINUE
 JO0566'NORTHERLY 0.1 MILE TO A DIM FORK.  KEEP STRAIGHT AHEAD ON R
 JO0566'FORK, NORTHERLY, 0.75 MILE (STATION LIES ABOUT 1/3 MILE
 JO0566'SSE OF THIS POINT).  THEN LEAVE TRACK ROAD AND GO CROSS COUNTRY E
 JO0566'AND SE UP A SMALL VALLEY 0.3 MILE.  THENCE BEAR R AND GO
 JO0566'SOUTHERLY UP A RIDGE 0.1 MILE TO TOP OF A HILL AND STATION.
 JO0566'
 JO0566'NOTE--AZIMUTH LIES ABOUT 1/3 MILE SW ON S SLOPE OF A HUMP ON A
 JO0566'RIDGE.  IT IS ABOUT 20 FT. SSW OF HIGHEST POINT NEARBY, ABOUT 10
 JO0566'FT. SW OF A SMALL ROCK CAIRN, AND IS ABOUT 50 FT. LOWER THAN
 JO0566'STATION.  THIS IS A DIFFERENT ROUTE THAN THAT OF RECONNAISSANCE.
 JO0566
 JO0566                          STATION RECOVERY (1952)
 JO0566
 JO0566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 JO0566'RECOVERED - NEW TO REACH DESCRIPTION AS FOLLOWS.
 JO0566'
 JO0566'TO REACH FROM BEAVER POST OFFICE, DRIVE W. ON STATE HIGHWAY 21 FOR
 JO0566'18.0 MI. TO MINERSVILLE JUNCTION, CONTINUE ON MAIN RD. (RIGHT FORK)
 JO0566'FOR 3.2 MI. TO T-JUNCTION WITH GRAVEL RD. W. (THERE IS AN ABANDONED
 JO0566'FARMHOUSE WITH DEAD TREES IN NW. JUNCTION T-RD.), TURN LEFT (W.)
 JO0566'LEAVING MAIN HIGHWAY AND PROCEED W. ON GRAVEL RD. FOR 2.8 MI. TO RD.
 JO0566'FORKS, GO NW. 0.3 MI. TO RD. FORKS W., GO W. 8.8 MI. FOLLOWING E-W.
 JO0566'RD. TO CROSSROADS, CONTINUE STRAIGHT AHEAD W. FOR 3.3 MI. PASSING
 JO0566'THROUGH SADDLE TO DIM RD. FORKS S., GO LEFT (S.) ON DIM TRACK RD.
 JO0566'FOR 0.2 MI. TO RD. FORKS, TAKE RIGHT FORK AND CONTINUE 0.5 MI. TO
 JO0566'BROAD DRAIN, GO LEFT UP DRAIN 0.4 MI. TO SADDLE.  STATION IS ON
 JO0566'SMALL ROCKY TOP WHICH SLOPES GRADUALLY TO E. AND STEEPLY TO W. AND
 JO0566'LIES 80 FT. ABOVE CENTERLINE W. OF SADDLE, ABOUT 200 FT. W. OF
 JO0566'SADDLE.
 JO0566'
 JO0566'STATION MARK--STANDARD BRONZE DISK, WEDGED IN A DRILL HOLE IN
 JO0566'OUTCROPPING BEDROCK.
 JO0566'
 JO0566'REFERENCE MARK NO. 1--STANDARD BRONZE DISK, STAMPED ---THERMO NO 1
 JO0566'1938---, SET IN CONCRETE IN A DEPRESSION IN OUTCROPPING BEDROCK.
 JO0566'
 JO0566'REFERENCE MARK NO. 2--STANDARD BRONZE DISK, STAMPED ---THERMO NO 2
 JO0566'1938---, SET IN CONCRETE IN A DEPRESSION IN OUTCROPPING BEDROCK.
 JO0566
 JO0566                          STATION RECOVERY (1970)
 JO0566
 JO0566'RECOVERY NOTE BY US AIR FORCE 1970
 JO0566'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 JO0566'IN GOOD CONDITION.
 JO0566'
 JO0566'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 JO0566'
 JO0566'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MILFORD, UTAH,
 JO0566'GO SOUTH FOR 0.05 MILE ON MAIN STREET.  TURN RIGHT (WEST) ON
 JO0566'500 SOUTH ST. WEST FOR ONE (1) BLOCK.  TURN LEFT ON 100 WEST ST.
 JO0566'SOUTH FOR FOUR (4) BLOCKS TO 900 SOUTH ST. WEST.  TURN RIGHT ON
 JO0566'900 SOUTH ST. WEST FOR ONE (1) BLOCK.  TURN LEFT ON 200 WEST ST.
 JO0566'SOUTH FOR 0.1 MILE TO PAVEMENTS END.  CONTINUE ON GRAVEL ROAD
 JO0566'FOR 0.3 MILE TO CROSSROADS.  GO STRAIGHT FOR 1.0 MILE TO A
 JO0566'CATTLE GUARD IN A FENCELINE.  PASS THROUGH CATTLE GUARD, AND
 JO0566'CONTINUE ON THE GRAVEL ROAD FOR 0.35 MILE TO A FORK.  TAKE
 JO0566'LEFT FORK (WEST-SOUTHWEST) FOR 1.55 MILE TO ANOTHER
 JO0566'CROSSROADS.  TURN LEFT (SOUTHWEST) FOR 9.25 MILES TO A DIRT
 JO0566'ROAD RIGHT.  TURN RIGHT (WEST) ON THE DIRT ROAD FOR 3.15
 JO0566'MILES, KEEPING LEFT FORK (MAIN ROAD) TO A TRACK ROAD LEFT.
 JO0566'TURN LEFT (SOUTH) ON THE TRACK ROAD FOR 0.65 MILES, THROUGH
 JO0566'PASTURE.  THENCE, LEAVE TRACK ROAD, TURN LEFT (EASTERLY)
 JO0566'FOR 0.4 MILES TO THE STATION AT TOP OF PROMINENT HILL.
 JO0566
 JO0566                          STATION RECOVERY (2004)
 JO0566
 JO0566'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HDM)
 JO0566'STATION MARK AND RM1 ARE IN GOOD CONDITION.  TABLET OF RM2 IS MISSING
 JO0566'BUT DRILL HOLD AND MOUNTING CEMENT ARE PLAIN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0564 ***********************************************************************
 JO0564  DESIGNATION -  THERMO UNION PAC RR WATER TANK
 JO0564  PID         -  JO0564
 JO0564  STATE/COUNTY-  UT/BEAVER
 JO0564  COUNTRY     -  US
 JO0564  USGS QUAD   -  THERMO (2017)
 JO0564
 JO0564                         *CURRENT SURVEY CONTROL
 JO0564  ______________________________________________________________________
 JO0564* NAD 83(1994) POSITION- 38 13 05.80668(N) 113 10 07.98035(W)   ADJUSTED
 JO0564  ______________________________________________________________________
 JO0564  GEOID HEIGHT    -        -21.464 (meters)                     GEOID18
 JO0564  LAPLACE CORR    -          2.61  (seconds)                    DEFLEC18
 JO0564  HORZ ORDER      -  THIRD
 JO0564
 JO0564.The horizontal coordinates were established by classical geodetic methods
 JO0564.and adjusted by the National Geodetic Survey in November 1997.
 JO0564
 JO0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0564.GEOID18 height accuracy estimate available here.
 JO0564
 JO0564.Click photographs - Photos may exist for this station.
 JO0564
 JO0564.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0564
 JO0564. The following values were computed from the NAD 83(1994) position.
 JO0564
 JO0564;                    North         East     Units Scale Factor Converg.
 JO0564;SPC UT S     - 3,173,511.154   353,864.093   MT  0.99997995   -1 01 21.0
 JO0564;SPC UT S     -10,411,761.18  1,160,969.11   sFT  0.99997995   -1 01 21.0
 JO0564;UTM  12      - 4,232,257.879   310,132.895   MT  1.00004399   -1 20 31.9
 JO0564
 JO0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH1013232257(NAD 83)
 JO0564
 JO0564                          SUPERSEDED SURVEY CONTROL
 JO0564
 JO0564  NAD 83(1986)-  38 13 05.80173(N)    113 10 07.97968(W) AD(       ) 3
 JO0564  NAD 27      -  38 13 05.91700(N)    113 10 05.10100(W) AD(       ) 3
 JO0564
 JO0564.Superseded values are not recommended for survey control.
 JO0564
 JO0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0564.See file dsdata.pdf to determine how the superseded data were derived.
 JO0564
 JO0564_MARKER: 53 = ELEVATED TANK
 JO0564
 JO0564  HISTORY     - Date     Condition        Report By
 JO0564  HISTORY     - 1938     FIRST OBSERVED   CGS
 JO0564
 JO0564                          STATION DESCRIPTION
 JO0564
 JO0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JO0564'A BLACK TANK ON UNION PACIFIC RR AT THERMO.  IT IS ABOUT 1/4 MILE
 JO0564'N OF STATION AND ABOUT 15 FT. W OF TRACKS.  TANK IS ABOUT 60 FT.
 JO0564'HIGH AND 30 FT. IN DIAMETER.  A STAND PIPE FORMS ABOUT 1/2 OF
 JO0564'ALTITUDE OF TANK.  A WELL WITH A YELLOW HEAD TOWER ABOUT SAME
 JO0564'ELEVATION AS TANK SITS ON E SIDE OF TRACK AND ABOUT 30 FT.
 JO0564'SOUTHWARD FROM TANK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0553 ***********************************************************************
 JM0553  DESIGNATION -  THIEF
 JM0553  PID         -  JM0553
 JM0553  STATE/COUNTY-  UT/SAN JUAN
 JM0553  COUNTRY     -  US
 JM0553  USGS QUAD   -  UPHEAVAL DOME (2017)
 JM0553
 JM0553                         *CURRENT SURVEY CONTROL
 JM0553  ______________________________________________________________________
 JM0553* NAD 83(1994) POSITION- 38 29 56.96444(N) 109 58 12.61328(W)   ADJUSTED
 JM0553* NAVD 88 ORTHO HEIGHT -  1560.4   (meters)     5119.    (feet) VERTCON3
 JM0553  ______________________________________________________________________
 JM0553  GEOID HEIGHT    -        -20.486 (meters)                     GEOID18
 JM0553  LAPLACE CORR    -          0.60  (seconds)                    DEFLEC18
 JM0553  HORZ ORDER      -  SECOND
 JM0553
 JM0553.The horizontal coordinates were established by classical geodetic methods
 JM0553.and adjusted by the National Geodetic Survey in November 1997.
 JM0553
 JM0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0553
 JM0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0553.GEOID18 height accuracy estimate available here.
 JM0553
 JM0553.Click photographs - Photos may exist for this station.
 JM0553
 JM0553.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0553
 JM0553. The following values were computed from the NAD 83(1994) position.
 JM0553
 JM0553;                    North         East     Units Scale Factor Converg.
 JM0553;SPC UT S     - 3,204,477.099   633,450.760   MT  1.00002911   +0 56 14.3
 JM0553;SPC UT S     -10,513,355.28  2,078,246.37   sFT  1.00002911   +0 56 14.3
 JM0553;UTM  12      - 4,261,702.277   589,801.101   MT  0.99969931   +0 38 28.0
 JM0553
 JM0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0553!SPC UT S     -   0.99975844  x   1.00002911  =   0.99978754
 JM0553!UTM  12      -   0.99975844  x   0.99969931  =   0.99945782
 JM0553
 JM0553:                Primary Azimuth Mark                     Grid Az
 JM0553:SPC UT S     -  THIEF AZ MK                              235 51 14.7
 JM0553:UTM  12      -  THIEF AZ MK                              236 09 01.0
 JM0553
 JM0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH8980161702(NAD 83)
 JM0553
 JM0553|---------------------------------------------------------------------|
 JM0553| PID    Reference Object                     Distance      Geod. Az  |
 JM0553|                                                           dddmmss.s |
 JM0553| CM7220 THIEF RM 1                           11.715 METERS 09634     |
 JM0553| CM7219 THIEF AZ MK                                        2364729.0 |
 JM0553| JM0551 BOUNDARY GRAND SAN JUAN AT THIEF      4.854 METERS 35007     |
 JM0553|---------------------------------------------------------------------|
 JM0553
 JM0553                          SUPERSEDED SURVEY CONTROL
 JM0553
 JM0553  NAD 83(1986)-  38 29 56.95321(N)    109 58 12.61217(W) AD(       ) 2
 JM0553  NAD 27      -  38 29 57.01759(N)    109 58 10.16379(W) AD(       ) 2
 JM0553  NGVD 29 (07/19/86) 1559.4    (m)         5116.     (f) VERT ANG       
 JM0553
 JM0553.Superseded values are not recommended for survey control.
 JM0553
 JM0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0553.See file dsdata.pdf to determine how the superseded data were derived.
 JM0553
 JM0553_MARKER: DS = TRIANGULATION STATION DISK
 JM0553_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0553_STAMPING: THIEF 1963
 JM0553_MARK LOGO: CGS
 JM0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0553+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2009
 JM0553
 JM0553  HISTORY     - Date     Condition        Report By
 JM0553  HISTORY     - 1963     MONUMENTED       CGS
 JM0553  HISTORY     - 20091128 GOOD             GEOCAC
 JM0553
 JM0553                          STATION DESCRIPTION
 JM0553
 JM0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 JM0553'THE STATION IS LOCATED ABOUT 22 MILES SOUTHWEST OF MOAB, 11 MILES
 JM0553'WEST SOUTHWEST OF BIG FLAT ON THE CREST OF A LIGHT COLORED
 JM0553'RIDGE WHICH IS BETWEEN TWO SMALL WASHES.  IT IS ABOUT 100
 JM0553'YARDS SOUTH SOUTHWEST OF THE SOUTH EDGE OF A HIGHER BENCH OR
 JM0553'FLAT KNOLL.
 JM0553'
 JM0553'TO REACH THE STATION FROM THE POST OFFICE IN MOAB, GO NORTHERLY
 JM0553'ON U.S. HIGHWAY 160 FOR 11.0 MILES TO A SIDE ROAD LEFT AND
 JM0553'SIGN DEAD HORSE POINT.  TURN LEFT AS PER SIGN AND FOLLOW
 JM0553'ROAD WESTERLY UP THE CANYON AND ONTO THE TOP OF THE MESA FOR
 JM0553'8.3 MILES TO A FORK AND SIGNS DEAD HORSE POINT, THE NECK 14
 JM0553'ETC.  KEEP LEFT FORK AND FOLLOW THE MAIN ROAD FOR 3.7 MILES
 JM0553'TO ANOTHER FORK AND SIGN THE GREEN RIVER VIA HORSE THIEF
 JM0553'CANYON.  KEEP RIGHT FORK AND GO SOUTH SOUTHWEST ON A GRADED
 JM0553'ROAD FOR 12.5 MILES TO A TRACK ROAD LEFT, JUST AFTER PASSING
 JM0553'ALONG THE NORTH SIDE OF TWO FLAT RIMROCK POINTS.  TURN LEFT
 JM0553'AND FOLLOW TRACK ROAD SOUTHEAST FOR 1.1 MILES TO THE
 JM0553'AZIMUTH MARK ON THE LEFT.  TURN LEFT AND GO NORTHEAST FOR
 JM0553'ABOUT 0.3 MILE TO A JUNIPER TREE AND THE STATION.
 JM0553'
 JM0553'THE STATION MARK, STAMPED THIEF 1963, IS A STANDARD DISK
 JM0553'BRAZED TO THE TOP OF A 2 1/2-INCH PIPE THAT PROJECTS 12-INCHES
 JM0553'ABOVE THE GROUND.  IT IS 59 FEET SOUTH OF THE JUNIPER TREE
 JM0553'AND 16 FEET SOUTH OF THE SAN JUAN-GRAND COUNTY LINE.
 JM0553'
 JM0553'REFERENCE MARK 1, STAMPED THIEF NO 1 1963, IS A STANDARD
 JM0553'DISK, SET FLUSH IN A DRILL HOLE IN BEDROCK ABOUT 5 FEET LOWER
 JM0553'THAN THE STATION AND 61 FEET SOUTH OF THE JUNIPER TREE.
 JM0553'
 JM0553'REFERENCE MARK 2, A COUNTY LINE MARKER, IS SET IN THE TOP
 JM0553'OF AN 8-INCH CYLINDRICAL CONCRETE POST THAT PROJECTS 18-INCHES
 JM0553'ABOVE THE GROUND.  THERE IS NO STAMPING ON THE DISK.  CAST
 JM0553'IN THE DISK ARE THE WORDS COUNTY BOUNDARY GRAND COUNTY SAN
 JM0553'JUAN COUNTY YEAR 1962.  IT IS 47 FEET SOUTH SOUTHWEST OF THE
 JM0553'JUNIPER TREE.
 JM0553'
 JM0553'THE AZIMUTH MARK, STAMPED THIEF 1963, IS A STANDARD DISK
 JM0553'BRAZED TO THE TOP OF A 2 1/2-INCH PIPE THAT PROJECTS 9 INCHES
 JM0553'ABOVE THE GROUND.  IT IS 30 FEET NORTH OF THE CENTER OF A
 JM0553'TRACK ROAD AND 3 FEET EAST OF A METAL POST WITH A WITNESS
 JM0553'SIGN ATTACHED.
 JM0553
 JM0553                          STATION RECOVERY (2009)
 JM0553
 JM0553'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0553'RM 1, RM 2 AND AZ ALSO FOUND.  RM 2, A 1962 COUNTY BOUNDARY MARKER, IS
 JM0553'APPARENTLY NOT ON THE COUNTY LINE AND THE CAST LETTERING HAS BEEN
 JM0553'OBLITERATED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0747 ***********************************************************************
 LO0747  DESIGNATION -  THISTLE
 LO0747  PID         -  LO0747
 LO0747  STATE/COUNTY-  UT/WASATCH
 LO0747  COUNTRY     -  US
 LO0747  USGS QUAD   -  STRAWBERRY RESERVOIR SW (2017)
 LO0747
 LO0747                         *CURRENT SURVEY CONTROL
 LO0747  ______________________________________________________________________
 LO0747* NAD 83(1994) POSITION- 40 03 03.02471(N) 111 12 14.32093(W)   ADJUSTED
 LO0747* NAVD 88 ORTHO HEIGHT -  2873.5   (meters)     9427.    (feet) VERTCON3
 LO0747  ______________________________________________________________________
 LO0747  GEOID HEIGHT    -        -15.827 (meters)                     GEOID18
 LO0747  LAPLACE CORR    -          4.86  (seconds)                    DEFLEC18
 LO0747  HORZ ORDER      -  FIRST
 LO0747
 LO0747.The horizontal coordinates were established by classical geodetic methods
 LO0747.and adjusted by the National Geodetic Survey in November 1997.
 LO0747
 LO0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0747
 LO0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0747.GEOID18 height accuracy estimate available here.
 LO0747
 LO0747.Click photographs - Photos may exist for this station.
 LO0747
 LO0747.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0747
 LO0747. The following values were computed from the NAD 83(1994) position.
 LO0747
 LO0747;                    North         East     Units Scale Factor Converg.
 LO0747;SPC UT C     - 2,190,717.646   525,257.277   MT  0.99990590   +0 11 22.7
 LO0747;SPC UT C     - 7,187,379.48  1,723,281.58   sFT  0.99990590   +0 11 22.7
 LO0747;UTM  12      - 4,433,419.936   482,601.409   MT  0.99960373   -0 07 52.5
 LO0747
 LO0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0747!SPC UT C     -   0.99955190  x   0.99990590  =   0.99945784
 LO0747!UTM  12      -   0.99955190  x   0.99960373  =   0.99915580
 LO0747
 LO0747:                Primary Azimuth Mark                     Grid Az
 LO0747:SPC UT C     -  PORTAL                                   350 30 19.5
 LO0747:UTM  12      -  PORTAL                                   350 49 34.7
 LO0747
 LO0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK8260133419(NAD 83)
 LO0747
 LO0747|---------------------------------------------------------------------|
 LO0747| PID    Reference Object                     Distance      Geod. Az  |
 LO0747|                                                           dddmmss.s |
 LO0747| CM6590 THISTLE RM 1                         22.970 METERS 03221     |
 LO0747| CM6591 THISTLE RM 2                         10.849 METERS 11235     |
 LO0747| LO0748 TIE                                   8.254 METERS 18336     |
 LO0747| LO0746 THISTLE AZ MK                       APPROX. 3.7 KM 2745601.8 |
 LO0747| LO0751 PORTAL                              APPROX.12.5 KM 3504142.2 |
 LO0747|---------------------------------------------------------------------|
 LO0747
 LO0747                          SUPERSEDED SURVEY CONTROL
 LO0747
 LO0747  NAD 83(1993)-  40 03 03.02380(N)    111 12 14.31836(W) AD(       ) 1
 LO0747  NAD 83(1986)-  40 03 03.01291(N)    111 12 14.31332(W) AD(       ) 1
 LO0747  NAD 27      -  40 03 03.17100(N)    111 12 11.69400(W) AD(       ) 1
 LO0747  NGVD 29 (07/19/86) 2872.1    (m)         9423.     (f) VERT ANG       
 LO0747
 LO0747.Superseded values are not recommended for survey control.
 LO0747
 LO0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0747.See file dsdata.pdf to determine how the superseded data were derived.
 LO0747
 LO0747_MARKER: DS = TRIANGULATION STATION DISK
 LO0747_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0747_STAMPING: THISTLE 1937
 LO0747_MARK LOGO: CGS
 LO0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0747
 LO0747  HISTORY     - Date     Condition        Report By
 LO0747  HISTORY     - 1937     MONUMENTED       CGS
 LO0747  HISTORY     - 1947     GOOD             CGS
 LO0747
 LO0747                          STATION DESCRIPTION
 LO0747
 LO0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LO0747'STATION IS ABOUT 29 MILES SSW FROM HEBER CITY, UTAH, ABOUT 11
 LO0747'MILES NW FROM SOLDIER SUMMIT, UTAH, AND ABOUT 16 MILES ENE
 LO0747'FROM THISTLE, UTAH, ON THE TOP OF A HIGH BALD-TOPPED MOUNTAIN,
 LO0747'PARTLY COVERED WITH BUNCH GRASS.  IT IS APPROXIMATELY ON THE
 LO0747'COUNTY LINE.
 LO0747'
 LO0747'STATION MARK IS A STANDARD BRONZE DISK WELDED TO THE TOP OF A
 LO0747'2 1/2-INCH IRON PIPE PROJECTING ABOUT 1-FOOT ABOVE GROUND.
 LO0747'IT WAS SOLID IN 1937.  IT IS ON THE HIGHEST PART OF THE
 LO0747'MOUNTAIN.
 LO0747'
 LO0747'REFERENCE MARKS ARE STANDARD BRONZE DISKS WELDED TO THE TOP
 LO0747'OF A 2 1/2-INCH IRON PIPE PROJETING ABOUT 1 FOOT ABOVE GROUND.
 LO0747'THEY WERE SOLID IN 1937.
 LO0747'
 LO0747'REFERENCE MARK NO. 1 IS 75.36 FEET NW FROM STATION AND ABOUT
 LO0747'3 FEET LOWER.
 LO0747'
 LO0747'REFERENCE MARK NO. 2 IS 35.61 FEET NE FROM STATION AND ABOUT
 LO0747'2 FEET LOWER.
 LO0747'
 LO0747'AZIMUTH MARK IS STATION THISTLE AZIMUTH WHICH IS ABOUT 4
 LO0747'MILES WNW ON A NEARBY HILL.
 LO0747'
 LO0747'USGS TIE, 1937 IS A GEOLOGICAL STATION ESTABLISHED AT THE
 LO0747'SAME TIME AS THISTLE.  IT IS 27.10 FEET ESE FROM STATION
 LO0747'THISTLE, AND AT APPROXIMATELY THE SAME ELEVATION.  IT IS
 LO0747'MARKED BY A STANDARD USGS TRIANGULATION DISK AND STAMPED
 LO0747'TIE 1937.  THE DISK IS CEMENTED IN TOP OF A BURIED BOULDER
 LO0747'ABOUT 8 X 12 INCHES.
 LO0747'
 LO0747'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 23.681 METERS,
 LO0747'77.69 FEET.
 LO0747'
 LO0747'REFERENCE MARK NO. 2 TO USGS TIE 1937 IS 11.300 METERS,
 LO0747'37.07 FEET.
 LO0747'
 LO0747'*NOTE - STATION THISTLE IS CLOSE ENOUGH TO THE WASATCH-UTAH COUNTY
 LO0747'LINE TO MAKE ITS POSITION BY COUNTY UNCERTAIN UNTIL THE POSITION
 LO0747'COMPUTATION IS MADE.
 LO0747'
 LO0747'TO REACH FROM HEBER CITY, UTAH.  GO SE ALONG U.S. HIGHWAY 40
 LO0747'FROM THE INTERSECTION OF EAST CENTER STREET AT THE COURTHOUSE,
 LO0747'A DISTANCE OF 23.4 MILES TO STRAWBERRY JUNCTION.  TURN RIGHT
 LO0747'AND GO ALONG A GRADED DIRT ROAD 4.9 MILES (S) TO BRIDGE OVER
 LO0747'CREEK AT BRYANTS FORK RANGER STATION.  CONTINUE ON MAIN-TRAVELED
 LO0747'ROAD 0.75 MILE TO FORK, (SIGNS SPANISH FORK 40, VICTORY HIGHWAY
 LO0747'9, SPILLWAY 4).  TAKE RIGHT FORK AND GO 1.35 MILES TO ANOTHER
 LO0747'FORK WITH SIGN WILLOW CREEK, TRAIL HOLLOW, SHEEP CREEK, INDIAN
 LO0747'CREEK.  TAKE LEFT FORK THAT FOLLOWS SIDE HILL TO VALLEY AND
 LO0747'GO 3.15 MILES TO A WOOD TRUSS BRIDGE, CROSS BRIDGE, TURN
 LO0747'SHARPLY RIGHT, AND GO ALONG MAIN-TRAVELED ROAD ALONG INDIAN
 LO0747'CREEK 1.15 MILES TO A CONCRETE BRIDGE, CROSS BRIDGE (AND
 LO0747'A SECOND CONCRETE BRIDGE), AND GO ALONG MAIN-TRAVELED
 LO0747'GRADED DIRT ROAD 6.4 MILES TO A TREE ON LEFT SIDE OF ROAD
 LO0747'WITH TRIANGULAR BLAZE 4-1/2 FEET UP FROM GROUND AND NAME
 LO0747'ALLEN WILLIAMS.  FROM THIS POINT PACK ESE ALONG A NARROW
 LO0747'DEEP VALLEY ABOUT 1.0 MILE TO FOOT OF MOUNTAIN, THEN ESE
 LO0747'UP RIDGES TO TOP OF MOUNTAIN AND STATION.
 LO0747
 LO0747                          STATION RECOVERY (1947)
 LO0747
 LO0747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LO0747'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 LO0747'AS DESCRIBED WITH THE EXCEPTION OF THE U.S. GEOLOGICAL SURVEY
 LO0747'MARK TIE 1937.  IT DIFFERS IN DISTANCE, DIRECTION AND DESIGNATION.
 LO0747'IT IS A COMBINATION BENCH MARK AND TRIANGULATION MARK ALSO
 LO0747'IN POOR CONDITION, THE CORRECT DISTANCE AND DIRECTION LISTED
 LO0747'BELOW.
 LO0747'
 LO0747'THE STATION IS LOCATED ABOUT 29 MILES AIRLINE SOUTH-SOUTHWEST
 LO0747'OF HEBER, ABOUT 16 MILES AIRLINE EAST-NORTHEAST OF THISTLE,
 LO0747'APPROXIMATELY ON THE COUNTY LINE, IN THE CENTER AND ON THE HIGHEST
 LO0747'POINT OF MOST PROMINENT BALD PEAK IN VICINITY, A BRONZE DISK
 LO0747'WELDED IN TOP OF IRON PIPE, PROJECTS 10 INCHES AND STAMPED
 LO0747'THISTLE 1937.
 LO0747'
 LO0747'REFERENCE MARK NO. 1 IS APPROXIMATELY 4 FEET LOWER THAN THE
 LO0747'STATION, A BRONZE DISK IN TOP OF IRON PIPE, PROJECTS 1
 LO0747'FOOT AND STAMPED THISTLE NO 1 1937.
 LO0747'
 LO0747'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 LO0747'STATION, A BRONZE DISK IN TOP OF IRON PIPE, PROJECTS 1 FOOT
 LO0747'AND STAMPED THISTLE NO 2 1937.
 LO0747'
 LO0747'TIE 1937 IS A COMBINATION TRIANGULATION MARK AND BENCH MARK,
 LO0747'APPROXIMATELY THE SAME ELEVATION AS STATION, SET FLUSH
 LO0747'IN A BURIED BOULDER STAMPED TIE 1937.
 LO0747'
 LO0747'TO REACH FROM STRAWBERRY JUNCTION (WHICH IS LOCATED ABOUT 48
 LO0747'MILES WEST OF DUCHESNE AND ABOUT 24 MILES EAST OF HEBER ON
 LO0747'U.S. HIGHWAY 40).  GO SOUTH FOR 4.9 MILES ON GRADED ROAD
 LO0747'TO A BRIDGE OVER CREEK AT BRYANTS FORK RANGER STATION.  CONTINUE
 LO0747'ON MAIN TRAVELED ROAD FOR 0.75 MILE TO FORK (SIGNS SPANISH
 LO0747'FORK 40, VICTORY HIGHWAY 9, SPILLWAY 4).  TAKE RIGHT FORK AND
 LO0747'GO 1.35 MILE TO ANOTHER FORK WITH SIGN WILLOW CREEK, TRAIL
 LO0747'HOLLOW, SHEEP CREEK AND INDIAN CREEK.  TAKE LEFT FORK THAT
 LO0747'FOLLOWS SIDE HILL TO VALLEY AND GO 3.25 MILES TO A WOOD TRUSS
 LO0747'BRIDGE, CROSS BRIDGE, TURN SHARP RIGHT AND FOLLOW MAIN
 LO0747'TRAVELED ROAD ALONG INDIAN CREEK FOR 1.2 MILE TO A CONCRETE
 LO0747'BRIDGE FOLLOWED BY A SECOND CONCRETE BRIDGE, CROSS BOTH
 LO0747'BRIDGES AND FOLLOW GRADED DIRT ROAD FOR 6.2 MILE TO A ROAD
 LO0747'LEFT.  TURN LEFT, CROSSING WASH, AND GO 0.85 MILE TO END OF
 LO0747'TRUCK TRAVEL.  FROM THIS POINT PACK EAST-SOUTHEAST UP
 LO0747'RIDGES TO TOP OF PEAK AS DESCRIBED ABOVE AND STATION SITE.
 LO0747'A 45 MINUTE PACK.
 LO0747'
 LO0747'OBSERVATIONS MADE FROM A 1.1 M TRIPOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0746 ***********************************************************************
 LO0746  DESIGNATION -  THISTLE AZ MK
 LO0746  PID         -  LO0746
 LO0746  STATE/COUNTY-  UT/WASATCH
 LO0746  COUNTRY     -  US
 LO0746  USGS QUAD   -  STRAWBERRY RESERVOIR SW (2017)
 LO0746
 LO0746                         *CURRENT SURVEY CONTROL
 LO0746  ______________________________________________________________________
 LO0746* NAD 83(1994) POSITION- 40 03 13.27194(N) 111 14 49.22503(W)   ADJUSTED
 LO0746* NAVD 88 ORTHO HEIGHT -  2727.3   (meters)     8948.    (feet) VERTCON3
 LO0746  ______________________________________________________________________
 LO0746  GEOID HEIGHT    -        -15.891 (meters)                     GEOID18
 LO0746  LAPLACE CORR    -          5.60  (seconds)                    DEFLEC18
 LO0746  HORZ ORDER      -  SECOND
 LO0746
 LO0746.The horizontal coordinates were established by classical geodetic methods
 LO0746.and adjusted by the National Geodetic Survey in November 1997.
 LO0746
 LO0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0746
 LO0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0746.GEOID18 height accuracy estimate available here.
 LO0746
 LO0746.Click photographs - Photos may exist for this station.
 LO0746
 LO0746.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0746
 LO0746. The following values were computed from the NAD 83(1994) position.
 LO0746
 LO0746;                    North         East     Units Scale Factor Converg.
 LO0746;SPC UT C     - 2,191,022.405   521,585.067   MT  0.99990608   +0 09 43.4
 LO0746;SPC UT C     - 7,188,379.34  1,711,233.67   sFT  0.99990608   +0 09 43.4
 LO0746;UTM  12      - 4,433,745.163   478,932.071   MT  0.99960546   -0 09 32.2
 LO0746
 LO0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0746!SPC UT C     -   0.99957482  x   0.99990608  =   0.99948094
 LO0746!UTM  12      -   0.99957482  x   0.99960546  =   0.99918044
 LO0746
 LO0746:                Primary Azimuth Mark                     Grid Az
 LO0746:SPC UT C     -  THISTLE                                  094 44 38.7
 LO0746:UTM  12      -  THISTLE                                  095 03 54.3
 LO0746
 LO0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK7893233745(NAD 83)
 LO0746
 LO0746|---------------------------------------------------------------------|
 LO0746| PID    Reference Object                     Distance      Geod. Az  |
 LO0746|                                                           dddmmss.s |
 LO0746| LO0747 THISTLE                             APPROX. 3.7 KM 0945422.1 |
 LO0746|---------------------------------------------------------------------|
 LO0746
 LO0746                          SUPERSEDED SURVEY CONTROL
 LO0746
 LO0746  NAD 83(1993)-  40 03 13.27094(N)    111 14 49.22279(W) AD(       ) 2
 LO0746  NAD 83(1986)-  40 03 13.26031(N)    111 14 49.21748(W) AD(       ) 2
 LO0746  NAD 27      -  40 03 13.41800(N)    111 14 46.59400(W) AD(       ) 2
 LO0746  NGVD 29 (07/19/86) 2726.0    (m)         8944.     (f) VERT ANG       
 LO0746
 LO0746.Superseded values are not recommended for survey control.
 LO0746
 LO0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0746.See file dsdata.pdf to determine how the superseded data were derived.
 LO0746
 LO0746_MARKER: DZ = AZIMUTH MARK DISK
 LO0746_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0746_STAMPING: THISTLE 1937
 LO0746_MARK LOGO: CGS
 LO0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0746
 LO0746  HISTORY     - Date     Condition        Report By
 LO0746  HISTORY     - 1937     MONUMENTED       CGS
 LO0746  HISTORY     - 1947     GOOD             CGS
 LO0746
 LO0746                          STATION DESCRIPTION
 LO0746
 LO0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LO0746'STATION LOCATED ABOUT 13.8 MILES, AIRLINE, NW OF SOLDIER SUMMIT,
 LO0746'AND ABOUT 14 MILES, AIRLINE, NE OF THE TOWN OF THISTLE, AND
 LO0746'ABOUT 2.5 MILES W OF STATION THISTLE, ON THE HIGHEST POINT
 LO0746'OF THE HIGHER OF TWO HILLS WHICH IS ABOUT 1.5 MILES W OF A
 LO0746'GRADED ROAD WHICH GOES S FROM STRAWBERRY RESERVOIR.
 LO0746'
 LO0746'THE STATION IS A STANDARD BRONZE AZIMUTH MARK BRAZED IN THE
 LO0746'TOP OF A 2-1/2 INCH IRON PIPE.
 LO0746'
 LO0746'STATION REACHED FROM THISTLE BY GOING E ON U.S. HIGHWAY 50 FOR
 LO0746'9.0 MILES TO GRADED ROAD LEFT JUST BEFORE PASSING OVER A SMALL
 LO0746'BRIDGE, AND WHERE THERE IS A HOUSE ABOUT 300 YARDS E, TURN
 LO0746'LEFT ON THIS ROAD AND GO FOR 8.3 MILES ON THE MAIN-TRAVELED
 LO0746'ROAD TO THE SUMMIT OF THE PASS.  THIS IS THE END OF TRUCK TRAVEL.
 LO0746'FROM HERE PACK NW ON DIM TRAIL ALONG HOGBACK FOR 0.3 MILE TO
 LO0746'A POINT WHERE THE TRAIL BEARS LEFT DOWN IN A SMALL WASH.  HERE
 LO0746'BEAR RIGHT UP THE WASH FOR ABOUT 100 YARDS AND THEN LEFT
 LO0746'ACROSS A SMALL RIDGE, THEN RIGHT ON COW TRAIL THROUGH BRUSH
 LO0746'FOR ABOUT 0.5 MILE TO THE HIGHEST POINT OF THE HILL AT THE
 LO0746'W END.  THE HILL IS COVERED WITH BRUSH.
 LO0746'
 LO0746'STATION BUILT IN 1937 AND OCCUPIED IN 1938.
 LO0746
 LO0746                          STATION RECOVERY (1947)
 LO0746
 LO0746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LO0746'STATION RECOVERED AS DESCRIBED AND THE MARK FOUND IN GOOD
 LO0746'CONDITION.  STATION WAS OBSERVED ON BUT NOT OCCUPIED IN 1947.
 LO0746'
 LO0746'LOCATED ABOUT 13.8 MILES, AIR LINE, NORTHWEST OF SOLDIER SUMMIT,
 LO0746'AND ABOUT 14 MILES, AIR LINE, NORTHEAST OF THE TOWN OF THISTLE,
 LO0746'AND ABOUT 2.5 MILES WEST OF STATION THISTLE, ON THE HIGHEST
 LO0746'POINT OF THE HIGHER OF TWO HILLS WHICH IS ABOUT 1.5 MILES
 LO0746'WEST OF A GRADED ROAD WHICH GOES SOUTH FROM STRAWBERRY RESERVOIR.
 LO0746'THE STATION MARK IS A STANDARD BRONZE AZIMUTH DISK BRAZED
 LO0746'IN THE TOP OF A 2-1/2 INCH IRON PIPE.
 LO0746'
 LO0746'STATION REACHED FROM THISTLE BY GOING EAST ON U.S. HIGHWAY
 LO0746'50 FOR 9.0 MILES TO GRADED ROAD LEFT JUST BEFORE PASSING OVER
 LO0746'A SMALL BRIDGE, AND WHERE THERE IS A HOUSE ABOUT 300 YARDS
 LO0746'EAST, TURN LEFT ON THIS ROAD AND GO 8.3 MILES ON THE MAIN
 LO0746'TRAVELED ROAD TO THE SUMMIT OF THE PASS.  THIS IS THE END OF
 LO0746'TRUCK TRAVEL.  FROM HERE PACK NORTHWEST ON DIM TRAIL ALONG
 LO0746'HOGBACK FOR 0.3 MILE TO A POINT WHERE THE TRAIL BEARS LEFT
 LO0746'DOWN IN A SMALL WASH.  HERE BEAR RIGHT UP THE WASH FOR ABOUT
 LO0746'100 YARDS AND THEN LEFT ACROSS A SMALL RIDGE, THEN RIGHT ON
 LO0746'COW TRAIL THROUGH BRUSH FOR ABOUT 0.5 MILE TO THE HIGHEST
 LO0746'POINT OF THE HILL AT THE WEST END.  THE HILL IS COVERED WITH
 LO0746'BRUSH.
 LO0746'
 LO0746'STATION WAS NOT OCCUPIED IN 1947.
 LO0746'
 LO0746'LIGHTS SHOWN FROM A 4 FOOT STAND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0758 ***********************************************************************
 LO0758  DESIGNATION -  THISTLE JCT
 LO0758  PID         -  LO0758
 LO0758  STATE/COUNTY-  UT/UTAH
 LO0758  COUNTRY     -  US
 LO0758  USGS QUAD   -  BILLIES MOUNTAIN (2017)
 LO0758
 LO0758                         *CURRENT SURVEY CONTROL
 LO0758  ______________________________________________________________________
 LO0758* NAD 83(1994) POSITION- 40 00 00.20774(N) 111 29 38.49164(W)   ADJUSTED
 LO0758* NAVD 88 ORTHO HEIGHT -  1832.3   (meters)     6011.    (feet) VERTCON3
 LO0758  ______________________________________________________________________
 LO0758  GEOID HEIGHT    -        -16.670 (meters)                     GEOID18
 LO0758  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 LO0758  HORZ ORDER      -  THIRD
 LO0758
 LO0758.The horizontal coordinates were established by classical geodetic methods
 LO0758.and adjusted by the National Geodetic Survey in November 1997.
 LO0758
 LO0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0758
 LO0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0758.GEOID18 height accuracy estimate available here.
 LO0758
 LO0758.Click photographs - Photos may exist for this station.
 LO0758
 LO0758.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0758
 LO0758. The following values were computed from the NAD 83(1994) position.
 LO0758
 LO0758;                    North         East     Units Scale Factor Converg.
 LO0758;SPC UT C     - 2,185,037.766   500,510.139   MT  0.99990296   +0 00 13.8
 LO0758;SPC UT C     - 7,168,744.74  1,642,090.35   sFT  0.99990296   +0 00 13.8
 LO0758;UTM  12      - 4,427,880.485   457,830.079   MT  0.99962189   -0 19 03.2
 LO0758
 LO0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0758!SPC UT C     -   0.99971525  x   0.99990296  =   0.99961824
 LO0758!UTM  12      -   0.99971525  x   0.99962189  =   0.99933725
 LO0758
 LO0758:                Primary Azimuth Mark                     Grid Az
 LO0758:SPC UT C     -  BIRDSEYE                                 195 20 25.8
 LO0758:UTM  12      -  BIRDSEYE                                 195 39 42.8
 LO0758
 LO0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK5783027880(NAD 83)
 LO0758
 LO0758|---------------------------------------------------------------------|
 LO0758| PID    Reference Object                     Distance      Geod. Az  |
 LO0758|                                                           dddmmss.s |
 LO0758| KN0421 BIRDSEYE                            APPROX. 9.0 KM 1952039.6 |
 LO0758|---------------------------------------------------------------------|
 LO0758
 LO0758                          SUPERSEDED SURVEY CONTROL
 LO0758
 LO0758  NAD 83(1993)-  40 00 00.20579(N)    111 29 38.48970(W) AD(       ) 3
 LO0758  NAD 83(1986)-  40 00 00.19570(N)    111 29 38.48540(W) AD(       ) 3
 LO0758  NAD 27      -  40 00 00.35965(N)    111 29 35.79922(W) AD(       ) 3
 LO0758  NGVD 29 (07/19/86) 1831.2    (m)         6008.     (f) VERT ANG       
 LO0758
 LO0758.Superseded values are not recommended for survey control.
 LO0758
 LO0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0758.See file dsdata.pdf to determine how the superseded data were derived.
 LO0758
 LO0758_MARKER: DB = BENCH MARK DISK
 LO0758_SETTING: 66 = SET IN ROCK OUTCROP
 LO0758_STAMPING: THISTLE JCT 1938
 LO0758_MARK LOGO: USGS
 LO0758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0758+STABILITY: POSITION/ELEVATION WELL
 LO0758
 LO0758  HISTORY     - Date     Condition        Report By
 LO0758  HISTORY     - 1938     MONUMENTED       USGS
 LO0758  HISTORY     - 1964     GOOD             USGS
 LO0758
 LO0758                          STATION DESCRIPTION
 LO0758
 LO0758'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LO0758'STATION MARK STAMPED ---THISTLE JCT 1938---,
 LO0758'REFERENCE MARK NO.1 NOT FOUND.
 LO0758'
 LO0758'LOCATED ABOUT 0.25 MI. NE. OF THISTLE JUNCTION, A STATION ON THE RIO
 LO0758'GRANDE RAILROAD, ON HIGHEST POINT NEAR END OF A ROCKY SPUR.
 LO0758'
 LO0758'TO REACH FROM HIGHWAY FORKS AT SE. EDGE OF THISTLE JUNCTION, GO E. ON
 LO0758'U.S. HIGHWAY 50 FOR 0.6 MI. AND TURN LEFT ONTO A SECONDARY RD. THAT
 LO0758'CLIMBS RIDGE TO N., GO 1 MI. TO TOP NEAR SADDLE.  LEAVE CAR AND
 LO0758'WALK SW. ALONG RIDGE TO STATION.
 LO0758'
 LO0758'STATION MARK - STANDARD TABLET STAMPED ---THISTLE JCT 1938--- CEMENTED
 LO0758'IN BEDROCK.
 LO0758'
 LO0758'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET CEMENTED IN BEDROCK
 LO0758'24.62 FT. FROM STATION MARK, N 51 DEG 28 MIN E.
 LO0758'
 LO0758'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET STAMPED ---NO.2---
 LO0758'CEMENTED IN BEDROCK, 26.03 FT. FROM STATION MARK, S 20 DEG 13 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0914 ***********************************************************************
 LO0914  DESIGNATION -  THOMAS
 LO0914  PID         -  LO0914
 LO0914  STATE/COUNTY-  UT/SALT LAKE
 LO0914  COUNTRY     -  US
 LO0914  USGS QUAD   -  MIDVALE (2017)
 LO0914
 LO0914                         *CURRENT SURVEY CONTROL
 LO0914  ______________________________________________________________________
 LO0914* NAD 83(1994) POSITION- 40 33 22.30493(N) 111 58 02.05885(W)   ADJUSTED
 LO0914* NAVD 88 ORTHO HEIGHT -  1411.9   (meters)     4632.    (feet) VERTCON3
 LO0914  ______________________________________________________________________
 LO0914  GEOID HEIGHT    -        -17.319 (meters)                     GEOID18
 LO0914  LAPLACE CORR    -          0.59  (seconds)                    DEFLEC18
 LO0914  HORZ ORDER      -  FIRST
 LO0914
 LO0914.The horizontal coordinates were established by classical geodetic methods
 LO0914.and adjusted by the National Geodetic Survey in November 1997.
 LO0914
 LO0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0914
 LO0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0914.GEOID18 height accuracy estimate available here.
 LO0914
 LO0914.Click photographs - Photos may exist for this station.
 LO0914
 LO0914.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0914
 LO0914. The following values were computed from the NAD 83(1994) position.
 LO0914
 LO0914;                    North         East     Units Scale Factor Converg.
 LO0914;SPC UT C     - 2,246,890.515   460,427.350   MT  0.99997801   -0 17 57.5
 LO0914;SPC UT C     - 7,371,673.30  1,510,585.40   sFT  0.99997801   -0 17 57.5
 LO0914;UTM  12      - 4,489,941.934   418,109.964   MT  0.99968254   -0 37 44.1
 LO0914
 LO0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0914!SPC UT C     -   0.99978128  x   0.99997801  =   0.99975930
 LO0914!UTM  12      -   0.99978128  x   0.99968254  =   0.99946389
 LO0914
 LO0914:                Primary Azimuth Mark                     Grid Az
 LO0914:SPC UT C     -  RIVERTON RM 3                            120 25 34.5
 LO0914:UTM  12      -  RIVERTON RM 3                            120 45 21.1
 LO0914
 LO0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1810989941(NAD 83)
 LO0914
 LO0914|---------------------------------------------------------------------|
 LO0914| PID    Reference Object                     Distance      Geod. Az  |
 LO0914|                                                           dddmmss.s |
 LO0914| LO0905 RIVERTON RM 3                       APPROX. 5.5 KM 1200737.0 |
 LO0914| CM6592 THOMAS RM 1                           7.130 METERS 20941     |
 LO0914| CM6593 THOMAS RM 2                           8.175 METERS 33846     |
 LO0914|---------------------------------------------------------------------|
 LO0914
 LO0914                          SUPERSEDED SURVEY CONTROL
 LO0914
 LO0914  NAD 83(1993)-  40 33 22.30467(N)    111 58 02.05796(W) AD(       ) 1
 LO0914  NAD 83(1986)-  40 33 22.29426(N)    111 58 02.05175(W) AD(       ) 1
 LO0914  NAD 27      -  40 33 22.48073(N)    111 57 59.28046(W) AD(       ) 1
 LO0914  NGVD 29 (07/19/86) 1410.9    (m)         4629.     (f) VERT ANG       
 LO0914
 LO0914.Superseded values are not recommended for survey control.
 LO0914
 LO0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0914.See file dsdata.pdf to determine how the superseded data were derived.
 LO0914
 LO0914_MARKER: DH = HORIZONTAL CONTROL DISK
 LO0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0914_STAMPING: THOMAS 1973
 LO0914_MARK LOGO: NGS
 LO0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0914+STABILITY: SURFACE MOTION
 LO0914
 LO0914  HISTORY     - Date     Condition        Report By
 LO0914  HISTORY     - 1973     MONUMENTED       NGS
 LO0914
 LO0914                          STATION DESCRIPTION
 LO0914
 LO0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0914'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHWEST OF SANDY, 4
 LO0914'MILES SOUTH OF WEST JORDAN, 2 MILES NORTH-NORTHWEST OF RIVERTON
 LO0914'AND ON PROPERTY OWNED BY MR. THOMAS OF RIVERTON, UTAH.
 LO0914'
 LO0914'TO REACH THE STATION FROM 12600 SOUTH AND 1700 WEST IN RIVERTON
 LO0914'GO WEST ON 12600 SOUTH FOR 0.95 MILE TO A CROSSROAD AND 2700
 LO0914'WEST.  TURN RIGHT AND GO NORTH ON 2700 WEST FOR 2.3 MILES TO A
 LO0914'SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON PAVED ROAD FOR 0.4 MILE
 LO0914'TO END OF PAVEMENT.  CONTINUE WEST ON GRAVELED DRIVEWAY FOR 0.05
 LO0914'MILE TO THE STATION IN MR. THOMASS BACK YARD.
 LO0914'
 LO0914'THE STATION MARK IS A STANDARD DISK STAMPED THOMAS 1973, SET IN
 LO0914'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS 10 INCHES
 LO0914'BELOW THE GROUND.  IT IS 10 FEET EAST OF A FENCE AND A METAL
 LO0914'WITNESS POST WITH SIGN ATTACHED.
 LO0914'
 LO0914'REFERENCE MARK 1 IS A STANDARD DISK STAMPED THOMAS NO 1 1973,
 LO0914'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 LO0914'2 INCHES ABOVE THE GROUND.  IT IS 20 FEET SOUTH OF THE METAL
 LO0914'WITNESS POST WITH SIGN ATTACHED AND 1 FOOT WEST OF THE FENCE.
 LO0914'
 LO0914'REFERENCE MARK 2 IS A STANDARD DISK STAMPED THOMAS NO 2 1973, SET
 LO0914'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 1 INCH
 LO0914'ABOVE THE GROUND.  IT IS 25.5 FEET NORTH OF THE METAL WITNESS
 LO0914'POST WITH SIGN ATTACHED AND 1 FOOT EAST OF THE FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0562 ***********************************************************************
 JM0562  DESIGNATION -  THOMPSON
 JM0562  PID         -  JM0562
 JM0562  STATE/COUNTY-  UT/GRAND
 JM0562  COUNTRY     -  US
 JM0562  USGS QUAD   -  THOMPSON SPRINGS (2017)
 JM0562
 JM0562                         *CURRENT SURVEY CONTROL
 JM0562  ______________________________________________________________________
 JM0562* NAD 83(1994) POSITION- 38 57 52.38004(N) 109 42 42.94217(W)   ADJUSTED
 JM0562* NAVD 88 ORTHO HEIGHT -  1595.    (meters)     5233.    (feet) SCALED
 JM0562  ______________________________________________________________________
 JM0562  GEOID HEIGHT    -        -19.891 (meters)                     GEOID18
 JM0562  LAPLACE CORR    -          2.25  (seconds)                    DEFLEC18
 JM0562  HORZ ORDER      -  SECOND
 JM0562
 JM0562.The horizontal coordinates were established by classical geodetic methods
 JM0562.and adjusted by the National Geodetic Survey in November 1997.
 JM0562
 JM0562.The orthometric height was scaled from a topographic map.
 JM0562
 JM0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0562.GEOID18 height accuracy estimate available here.
 JM0562
 JM0562.Click photographs - Photos may exist for this station.
 JM0562
 JM0562.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0562
 JM0562. The following values were computed from the NAD 83(1994) position.
 JM0562
 JM0562;                    North         East     Units Scale Factor Converg.
 JM0562;SPC UT C     - 2,071,627.715   654,963.211   MT  1.00001327   +1 08 43.4
 JM0562;SPC UT C     - 6,796,665.26  2,148,825.13   sFT  1.00001327   +1 08 43.4
 JM0562;UTM  12      - 4,313,631.548   611,594.003   MT  0.99975334   +0 48 36.3
 JM0562
 JM0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0562!SPC UT C     -   0.99975292  x   1.00001327  =   0.99976619
 JM0562!UTM  12      -   0.99975292  x   0.99975334  =   0.99950632
 JM0562
 JM0562:                Primary Azimuth Mark                     Grid Az
 JM0562:SPC UT C     -  THOMPSON AZ MK                           065 28 30.3
 JM0562:UTM  12      -  THOMPSON AZ MK                           065 48 37.4
 JM0562
 JM0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ1159413631(NAD 83)
 JM0562
 JM0562|---------------------------------------------------------------------|
 JM0562| PID    Reference Object                     Distance      Geod. Az  |
 JM0562|                                                           dddmmss.s |
 JM0562| CM7222 THOMPSON AZ MK                                     0663713.7 |
 JM0562| CM7223 THOMPSON RM 1                        32.240 METERS 10650     |
 JM0562| CM7224 THOMPSON RM 2                        13.334 METERS 20429     |
 JM0562|---------------------------------------------------------------------|
 JM0562
 JM0562                          SUPERSEDED SURVEY CONTROL
 JM0562
 JM0562  NAD 83(1986)-  38 57 52.36989(N)    109 42 42.93656(W) AD(       ) 2
 JM0562  NAD 27      -  38 57 52.47800(N)    109 42 40.49600(W) AD(       ) 2
 JM0562
 JM0562.Superseded values are not recommended for survey control.
 JM0562
 JM0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0562.See file dsdata.pdf to determine how the superseded data were derived.
 JM0562
 JM0562_MARKER: DS = TRIANGULATION STATION DISK
 JM0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0562_STAMPING: THOMPSON 1937
 JM0562_MARK LOGO: CGS
 JM0562_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JM0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0562+STABILITY: SURFACE MOTION
 JM0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0562+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2011
 JM0562
 JM0562  HISTORY     - Date     Condition        Report By
 JM0562  HISTORY     - 1937     MONUMENTED       CGS
 JM0562  HISTORY     - 1972     GOOD             NGS
 JM0562  HISTORY     - 19790615 GOOD             NGS
 JM0562  HISTORY     - 20110422 GOOD             GEOCAC
 JM0562
 JM0562                          STATION DESCRIPTION
 JM0562
 JM0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JM0562'STATION IS ABOUT 1 MILE, AIRLINE, S OF THOMPSON, UTAH, AT
 JM0562'HIGHEST POINT OF A BARE KNOLL ON A GRAVEL RIDGE OVERLOOKING THE
 JM0562'TOWN.  IT IS 115 FEET ENE FROM A LONE BUSH ON THE N SLOPE OF
 JM0562'NARROW PART OF THE RIDGE AND 211 FEET NNE FROM TELEPHONE POLE
 JM0562'NO. 14051 ON S SLOPE OF SAME PART OF RIDGE.  (BOTH DISTANCES
 JM0562'ARE ACTUAL FIELD MEASUREMENTS).  MARK PROJECTS 1 FOOT ABOVE
 JM0562'GROUND.
 JM0562'
 JM0562'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE STANDARD
 JM0562'BRONZE DISKS SET IN CONCRETE.
 JM0562'
 JM0562'REFERENCE MARK NO. 1, PROJECTS 1 FOOT ABOVE GROUND AND IS 2
 JM0562'FEET LOWER THAN STATION.
 JM0562'
 JM0562'REFERENCE MARK NO. 2, PROJECTS 1 FOOT ABOVE GROUND AND IS 3 FEET
 JM0562'LOWER THAN STATION.
 JM0562'
 JM0562'AZIMUTH MARK IS APPROXIMATELY 1425 FEET E OF STATION, ACROSS
 JM0562'A SHALLOW SADDLE, AT A SLIGHTLY LOWER ELEVATION.  IT IS 40 FEET
 JM0562'W OF THE TOP OF SLOPE ALONG THE LINE FROM THE STATION, AND 85
 JM0562'FEET N (TAPE MEASUREMENT) OF A NOTICEABLE POINT IN THE TOP
 JM0562'OF THE S SLOPE.  MARK PROJECTS 1 FOOT ABOVE GROUND.
 JM0562'
 JM0562'TO REACH FROM THOMPSON, UTAH, ENTER GATE OF STATE HIGHWAY
 JM0562'DEPARTMENT ENCLOSURE.  TURN LEFT WITHIN 25 YARDS ON TRACK ROAD
 JM0562'TO CREST OF RIDGE.  CONTINUE TO RIGHT ALONG RIDGE, A TOTAL
 JM0562'DISTANCE OF 0.6 MILE FROM THE GATE, TO THE HIGHEST POINT OF
 JM0562'THE KNOLL AND THE STATION.
 JM0562'
 JM0562'AZ MK--THIS DISTANCE (1425 FEET) WAS MEASURED WITH A 300 FOOT
 JM0562'TAPE, ACROSS A SADDLE WITH A GRADUAL DROP OF ROUGHLY 10 FEET
 JM0562'AT THE MIDDLE OF THE DISTANCE.
 JM0562
 JM0562                          STATION RECOVERY (1972)
 JM0562
 JM0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DEP)
 JM0562'STATION AND AZ. MK. AND REFERENCE MKS RECOVERED AS DESCRIBED AND
 JM0562'IN GOOD CONDITION.
 JM0562
 JM0562                          STATION RECOVERY (1979)
 JM0562
 JM0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 JM0562'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT.  STATION RECOVERED AND
 JM0562'ALL MARKS WERE IN GOOD CONDITION.  DISTANCE AND DIRECTION TO REFERENCE
 JM0562'MARKS COMPARED FAVORABLY WITH PREVIOUS DATA.  STATION IS REACHED FROM
 JM0562'THE POST OFFICE IN THOMPSON.  GO EAST ON US HIGHWAY 50 FOR 0.35 MILE
 JM0562'(0.56 KM) TO A GATE ON RIGHT.  TURN RIGHT, PASS THROUGH GATE AND GO
 JM0562'SOUTHERLY ON TRACK ROAD PASSING THROUGH STATE OWNED GRAVEL EXCAVATION
 JM0562'AREA AN UPHILL FOR 0.3 MILE (0.5 KM) TO THE AZIMUTH MARK ON LEFT, NEAR
 JM0562'BLUFF EDGE, CONTINUE ON ROAD, PASSING THROUGH A GATE, IN A
 JM0562'WEST-SOUTHWEST DIRECTION TO TOP OF A HILL AND STATION. STATION IS A
 JM0562'STANDARD DISK, STAMPED THOMPSON 1937, SET IN TOP OF A SQUARE CONCRETE
 JM0562'MONUMENT PROJECTING 8 INCHES, 1.2 FT (0.4 M) EAST-NORTHEAST OF A METAL
 JM0562'WITNESS POST.  REFERERNCE MARK 1 IS A STANDARD DISK, STAMPED THOMPSON
 JM0562'NO 1 1937, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 8
 JM0562'INCHES.  REFERENCE MARK 2 IS A STANDARD DISK, STAMPED THOMPSON NO 2
 JM0562'1937, SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES.
 JM0562'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED THOMPSON 1937,
 JM0562'SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES, 130 FT
 JM0562'(39.6 M) EAST OF A TRACK ROAD, 2 FT (0.6 M) SOUTH OF A METAL WITNESS
 JM0562'POST.
 JM0562
 JM0562                          STATION RECOVERY (2011)
 JM0562
 JM0562'RECOVERY NOTE BY GEOCACHING 2011 (JAC)
 JM0562'STATION MARK, BOTH RMS, AND AZMK SIGHTED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0361 ***********************************************************************
 JN0361  DESIGNATION -  THOUSAND LAKE MTN
 JN0361  PID         -  JN0361
 JN0361  STATE/COUNTY-  UT/WAYNE
 JN0361  COUNTRY     -  US
 JN0361  USGS QUAD   -  FLAT TOP (2017)
 JN0361
 JN0361                         *CURRENT SURVEY CONTROL
 JN0361  ______________________________________________________________________
 JN0361* NAD 83(1994) POSITION- 38 25 01.06620(N) 111 28 45.15631(W)   ADJUSTED
 JN0361* NAVD 88 ORTHO HEIGHT -  3444.3   (meters)    11300.    (feet) VERTCON3
 JN0361  ______________________________________________________________________
 JN0361  GEOID HEIGHT    -        -17.598 (meters)                     GEOID18
 JN0361  LAPLACE CORR    -         -4.75  (seconds)                    DEFLEC18
 JN0361  HORZ ORDER      -  SECOND
 JN0361
 JN0361.The horizontal coordinates were established by classical geodetic methods
 JN0361.and adjusted by the National Geodetic Survey in November 1997.
 JN0361
 JN0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0361
 JN0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0361.GEOID18 height accuracy estimate available here.
 JN0361
 JN0361.Click photographs - Photos may exist for this station.
 JN0361
 JN0361.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0361
 JN0361. The following values were computed from the NAD 83(1994) position.
 JN0361
 JN0361;                    North         East     Units Scale Factor Converg.
 JN0361;SPC UT S     - 3,194,261.569   501,815.664   MT  1.00001223   +0 00 45.9
 JN0361;SPC UT S     -10,479,839.83  1,646,373.56   sFT  1.00001223   +0 00 45.9
 JN0361;UTM  12      - 4,252,188.268   458,165.858   MT  0.99962155   -0 17 52.0
 JN0361
 JN0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0361!SPC UT S     -   0.99946261  x   1.00001223  =   0.99947484
 JN0361!UTM  12      -   0.99946261  x   0.99962155  =   0.99908437
 JN0361
 JN0361:                Primary Azimuth Mark                     Grid Az
 JN0361:SPC UT S     -  MOUNT MARVINE                            333 11 48.2
 JN0361:UTM  12      -  MOUNT MARVINE                            333 30 26.1
 JN0361
 JN0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH5816552188(NAD 83)
 JN0361
 JN0361|---------------------------------------------------------------------|
 JN0361| PID    Reference Object                     Distance      Geod. Az  |
 JN0361|                                                           dddmmss.s |
 JN0361| CM6594 THOUSAND LAKE MTN RM 1                1.635 METERS 01245     |
 JN0361| CM6595 THOUSAND LAKE MTN RM 2                1.718 METERS 26743     |
 JN0361| JN0376 STATION 15 N END OF FISH LAKE       APPROX.30.7 KM 3184619.9 |
 JN0361| JN0380 MOUNT MARVINE                       APPROX.31.3 KM 3331234.1 |
 JN0361| JN0378 MOUNT TERRILL                       APPROX.35.9 KM 3355936.2 |
 JN0361| JN0375 MOUNT HILGARD                       APPROX.30.2 KM 3491617.3 |
 JN0361|---------------------------------------------------------------------|
 JN0361
 JN0361                          SUPERSEDED SURVEY CONTROL
 JN0361
 JN0361  NAD 83(1986)-  38 25 01.06109(N)    111 28 45.15580(W) AD(       ) 2
 JN0361  NAD 27      -  38 25 01.13900(N)    111 28 42.51400(W) AD(       ) 2
 JN0361  USSD        -  38 25 01.85300(N)    111 28 43.25200(W) AD(       ) 3
 JN0361  NGVD 29 (07/19/86) 3442.7    (m)        11295.     (f) VERT ANG       
 JN0361
 JN0361.Superseded values are not recommended for survey control.
 JN0361
 JN0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0361.See file dsdata.pdf to determine how the superseded data were derived.
 JN0361
 JN0361_MARKER: DS = TRIANGULATION STATION DISK
 JN0361_SETTING: 66 = SET IN ROCK OUTCROP
 JN0361_STAMPING: 1000 LAKE MT
 JN0361_MARK LOGO: CGS
 JN0361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0361+STABILITY: POSITION/ELEVATION WELL
 JN0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0361+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2010
 JN0361
 JN0361  HISTORY     - Date     Condition        Report By
 JN0361  HISTORY     - 1919     MONUMENTED       CGS
 JN0361  HISTORY     - 1968     GOOD             USGS
 JN0361  HISTORY     - 1969     GOOD             USGS
 JN0361  HISTORY     - 20100903 GOOD             GEOCAC
 JN0361  HISTORY     - 20190819 GOOD             GEOCAC
 JN0361
 JN0361                          STATION DESCRIPTION
 JN0361
 JN0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (GDC)
 JN0361'ON TOP OF A ROCKY LEDGE ON THE SOUTHERN AND EASTERN END OF
 JN0361'THE THOUSAND LAKE PLATEAU.  IT IS REACHED FROM LOA VIA LYMAN,
 JN0361'NEFFS RANCH, THENCE BY WAGON ROAD UP THE MOUNTAIN SIDE IN
 JN0361'A NORTHEASTERLY DIRECTION FOR 6 MILES TO AN OLD SAWMILL
 JN0361'WHERE THE TRAIL BRANCHES OFF THROUGH THICK WOODS TO THE
 JN0361'PLATEAU, THENCE THROUGH OPEN COUNTRY TO THE HIGHEST PART OF
 JN0361'THE PLATEAU.  ANOTHER ROUTE IS FROM ELKHORN RANGER STATION
 JN0361'DOWN THE EAST SIDE OF THE MOUNTAIN ALONG A BLAZED TRAIL TO
 JN0361'WITHS PASTURE, THENCE WEST ALONG A FAIR GRADE TO THE TOP OF
 JN0361'THE PLATEAU.  THE STATION IS NEAR THE OLD POWELL SURVEY
 JN0361'STATION AND IS MARKED BY A STANDARD DISK STATION MARK.
 JN0361'TWO STANDARD DISK REFERENCE MARKS ARE RESPECTIVELY 1.633
 JN0361'METERS (5.36 FEET) DISTANT AND 1.714
 JN0361'METERS (5.62 FEET) DISTANT FROM
 JN0361'THE STATION.
 JN0361
 JN0361                          STATION RECOVERY (1968)
 JN0361
 JN0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (ELS)
 JN0361'NOTE BY E.L.S., 1968--STATION MARK IS A STANDARD BRONZE DISK
 JN0361'STAMPED 1000 LAKE MT.  REFERENCE MARKS ARE STANDARD BRONZE
 JN0361'DISKS.  BOTH ARE UNSTAMPED.
 JN0361'
 JN0361'LOCATED ABOUT 6 MI. (AIRLINE) E-NE OF LYMAN.  ABOUT 8.75
 JN0361'MI. NW. OF TORREY.  ON A ROCKY TOP WHICH IS THE HIGHEST
 JN0361'POINT OF THOUSAND LAKE MOUNTAIN.
 JN0361'
 JN0361'TO REACH FROM THE POST OFFICE IN LOA, DRIVE N. ON UTAH STATE
 JN0361'HIGHWAY 24 FOR 0.6 MI. TO THE JUNCTION OF UTAH STATE HIGHWAY
 JN0361'72.  TURN RIGHT ONTO UTAH STATE HIGHWAY 72 AND GO 4.6 MI.
 JN0361'TO FREMONT.  CONTINUE STRAIGHT AHEAD ON UTAH STATE HIGHWAY
 JN0361'72 FOR 7.6 MI. TO T-RD. ON RIGHT.  TURN RIGHT AS PER SIGN
 JN0361'ELKHORN CAMPGROUND 8 AND FOLLOW MAIN-TRAVELED RD. 4.7 MI.
 JN0361'TO Y-RD. FORK NEAR HEART LAKE.  KEEP TO RIGHT FORK FOR 0.35
 JN0361'MI. TO T-RD. ON LEFT.  CONTINUE STRAIGHT AHEAD FOR 2.8 MI.
 JN0361'TO Y-RD. FORK JUST E. OF ELKHORN CAMPGROUND.  TAKE THE LEFT
 JN0361'FORK AS PER SIGN DEEP CREEK LAKE 3 FOR 2.7 MI. TO TRAIL
 JN0361'LEADING TO DEEP CREEK LAKE.  CONTINUE STRAIGHT AHEAD ON
 JN0361'TRACK RD. FOR 1.05 MI. TO BIG LAKE.  (FROM THIS POINT A
 JN0361'VEHICLE WITH HIGH CLEARANCE WILL BE REQUIRED.  A 4-WHEEL DRIVE
 JN0361'VEHICLE MAY BE DESIRED BUT IS NOT NECESSARY IN DRY WEATHER).
 JN0361'GO LEFT AT THE S. END OF BIG LAKE AND FOLLOW ROCKY
 JN0361'TRAIL FOR 1.9 MI. TO EDGE OF CLEARING.  DRIVE W. FOR 0.1
 JN0361'MI., PASSING BETWEEN TWO DISTINCT CIRCULAR GROVES OF ASPEN
 JN0361'TREES, TO THE NE. CORNER OF A THIRD GROVE OF ASPEN TREES
 JN0361'AND START OF PACK TRAIL.  LEAVE TRUCK AND PACK W. AND
 JN0361'N. ALONG TRAIL FOR ABOUT ONE FOURTH MI. TO DIM TRAIL FORK
 JN0361'AT THE TOP OF A SHORT STEEP GRADE.  KEEP LEFT AS PER SIGN
 JN0361'THOUSAND LAKE FLAT AND PROCEED UP STEEP DIMLY MARKED
 JN0361'TRAIL TO TOP OF MOUNTAIN.  PROCEED N. KEEPING TO CENTER
 JN0361'OF FLAT-TOPPED MOUNTAIN TO THE HIGHEST POINT ON TOP AND
 JN0361'STATION, ABOUT A 2-HOUR PACK FROM END OF TRUCK TRAVEL.
 JN0361'
 JN0361'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHERN
 JN0361'AND EASTERN END OF THOUSAND LAKE PLATEAU
 JN0361
 JN0361                          STATION RECOVERY (1969)
 JN0361
 JN0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JN0361'ALL MARKS IN GOOD CONDITION.
 JN0361'
 JN0361'REACHED BY HELICOPTER.
 JN0361
 JN0361                          STATION RECOVERY (2010)
 JN0361
 JN0361'RECOVERY NOTE BY GEOCACHING 2010 (JAC)
 JN0361'RECOVERED IN GOOD CONDITION.
 JN0361
 JN0361                          STATION RECOVERY (2019)
 JN0361
 JN0361'RECOVERY NOTE BY GEOCACHING 2019 (DG)
 JN0361'BENCH MARK AND BOTH REFERENCE MARK IN GOOD CONDITION.  SURVEY STATION
 JN0361'STILL IN PLACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5816 ***********************************************************************
 AI5816  CBN         -  This is a Cooperative Base Network Control Station.
 AI5816  DESIGNATION -  TIDWELL
 AI5816  PID         -  AI5816
 AI5816  STATE/COUNTY-  UT/SALT LAKE
 AI5816  COUNTRY     -  US
 AI5816  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 AI5816
 AI5816                         *CURRENT SURVEY CONTROL
 AI5816  ______________________________________________________________________
 AI5816* NAD 83(2011) POSITION- 40 48 46.70386(N) 111 56 54.21237(W)   ADJUSTED
 AI5816* NAD 83(2011) ELLIP HT-  1275.038 (meters)        (06/27/12)   ADJUSTED
 AI5816* NAD 83(2011) EPOCH   -  2010.00
 AI5816* NAVD 88 ORTHO HEIGHT -  1292.0   (meters)     4239.    (feet) GPS OBS
 AI5816  ______________________________________________________________________
 AI5816  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5816  GEOID HEIGHT    -        -16.905 (meters)                     GEOID09
 AI5816  GEOID HEIGHT    -        -16.941 (meters)                     GEOID18
 AI5816  NAD 83(2011) X  - -1,807,242.781 (meters)                     COMP
 AI5816  NAD 83(2011) Y  - -4,484,708.753 (meters)                     COMP
 AI5816  NAD 83(2011) Z  -  4,147,559.246 (meters)                     COMP
 AI5816  LAPLACE CORR    -          6.34  (seconds)                    DEFLEC18
 AI5816
 AI5816  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5816  Standards:
 AI5816         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5816            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5816  -------------------------------------------------------------------
 AI5816  NETWORK    0.57   0.90           0.26   0.20   0.46     -0.05519609
 AI5816  -------------------------------------------------------------------
 AI5816  Click here for local accuracies and other accuracy information.
 AI5816
 AI5816.The horizontal coordinates were established by GPS observations
 AI5816.and adjusted by the National Geodetic Survey in June 2012.
 AI5816
 AI5816.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5816.been affixed to the stable North American tectonic plate. See 
 AI5816.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5816
 AI5816.The horizontal coordinates are valid at the epoch date displayed above
 AI5816.which is a decimal equivalence of Year/Month/Day.
 AI5816
 AI5816.The orthometric height was determined by GPS observations and a
 AI5816.high-resolution geoid model.
 AI5816
 AI5816.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5816.GEOID18 height accuracy estimate available here.
 AI5816
 AI5816.Click photographs - Photos may exist for this station.
 AI5816
 AI5816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5816
 AI5816.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5816
 AI5816.The ellipsoidal height was determined by GPS observations
 AI5816.and is referenced to NAD 83.
 AI5816
 AI5816. The following values were computed from the NAD 83(2011) position.
 AI5816
 AI5816;                    North         East     Units Scale Factor Converg.
 AI5816;SPC UT C     - 2,275,396.840   462,166.462   MT  1.00004463   -0 17 14.0
 AI5816;SPC UT C     - 7,465,197.80  1,516,291.13   sFT  1.00004463   -0 17 14.0
 AI5816;UTM  12      - 4,518,428.356   420,013.180   MT  0.99967875   -0 37 11.6
 AI5816
 AI5816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5816!SPC UT C     -   0.99980003  x   1.00004463  =   0.99984465
 AI5816!UTM  12      -   0.99980003  x   0.99967875  =   0.99947885
 AI5816
 AI5816_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2001318428(NAD 83)
 AI5816
 AI5816                          SUPERSEDED SURVEY CONTROL
 AI5816
 AI5816  NAD 83(2007)-  40 48 46.70355(N)    111 56 54.21298(W) AD(2002.00) 0
 AI5816  ELLIP H (02/10/07) 1275.053  (m)                       GP(2002.00)    
 AI5816  NAD 83(1994)-  40 48 46.70300(N)    111 56 54.21232(W) AD(       ) A
 AI5816  ELLIP H (06/28/00) 1275.070  (m)                       GP(       ) 4 1
 AI5816  NAVD 88 (06/28/00) 1292.0    (m)  GEOID99  model used  GPS OBS        
 AI5816
 AI5816.Superseded values are not recommended for survey control.
 AI5816
 AI5816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5816.See file dsdata.pdf to determine how the superseded data were derived.
 AI5816
 AI5816_MARKER: DD = SURVEY DISK
 AI5816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI5816_SP_SET: CONCRETE LIGHT POLE BASE
 AI5816_STAMPING: TIDWELL 1999
 AI5816_MARK LOGO: SLCS
 AI5816_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5816+STABILITY: SURFACE MOTION
 AI5816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5816+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2010
 AI5816
 AI5816  HISTORY     - Date     Condition        Report By
 AI5816  HISTORY     - 1999     MONUMENTED       SLCS
 AI5816  HISTORY     - 20100104 GOOD             INDIV
 AI5816
 AI5816                          STATION DESCRIPTION
 AI5816
 AI5816'DESCRIBED BY SALT LAKE COUNTY SURVEYOR 1999 (CB)
 AI5816'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTHEAST OF WEST
 AI5816'VALLEY, 6.4 KM (3.95 MI) NORTHWEST OF SALT LAKE CITY AND 4.8 KM (3.00
 AI5816'MI) SOUTH OF NORTH SALT LAKE.  OWNERSHIP--UDOT.  TO REACH THE STATION
 AI5816'FROM THE JUNCTION OF STATE HIGHWAYS 68, 1700 WEST REDWOOD ROAD, AND
 AI5816'186, NORTH TEMPLE, GO NORTH ON HIGHWAY 68 FOR 1.4 KM (0.85 MI) TO THE
 AI5816'INTERSECTION OF 700 NORTH.  TURN LEFT AND GO WEST ON 700 NORTH FOR 0.8
 AI5816'KM (0.50 MI) TO THE INTERSTATE HIGHWAY 215 NORTH BOUND ON RAMP.  TURN
 AI5816'RIGHT AND GO NORTH ON HIGHWAY 215 FOR 2.4 KM (1.50 MI) TO THE EAST
 AI5816'2200 NORTH OFF RAMP, EXIT 25.  TAKE THE OFF RAMP AND GO 0.5 KM (0.30
 AI5816'MI) TO THE STATION ON THE RIGHT BY A STOP SIGN.  THE STATION IS A
 AI5816'TRIANGULAR DISK SET IN TOP OF A 0.8 M (2.6 FT) DIAMETER ROUND CONCRETE
 AI5816'BY 1.8 M (5.9 FT) DEEP LIGHT POLE BASE THAT IS FLUSH WITH THE GROUND
 AI5816'AND THAT UDOT HAS ABANDONED.  IT IS 12.2 M (40.0 FT) EAST OF THE
 AI5816'CENTER OF THE OFF RAMP, 9.4 M (30.8 FT) NORTH-NORTHEAST OF THE STOP
 AI5816'SIGN.
 AI5816
 AI5816                          STATION RECOVERY (2010)
 AI5816
 AI5816'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (LR)
 AI5816'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0748 ***********************************************************************
 LO0748  DESIGNATION -  TIE
 LO0748  PID         -  LO0748
 LO0748  STATE/COUNTY-  UT/WASATCH
 LO0748  COUNTRY     -  US
 LO0748  USGS QUAD   -  STRAWBERRY RESERVOIR SW (2017)
 LO0748
 LO0748                         *CURRENT SURVEY CONTROL
 LO0748  ______________________________________________________________________
 LO0748* NAD 83(1994) POSITION- 40 03 02.75764(N) 111 12 14.34282(W)   ADJUSTED
 LO0748* NAVD 88 ORTHO HEIGHT -  2873.    (meters)     9426.    (feet) SCALED
 LO0748  ______________________________________________________________________
 LO0748  GEOID HEIGHT    -        -15.827 (meters)                     GEOID18
 LO0748  LAPLACE CORR    -          4.88  (seconds)                    DEFLEC18
 LO0748  HORZ ORDER      -  SECOND
 LO0748
 LO0748.The horizontal coordinates were established by classical geodetic methods
 LO0748.and adjusted by the National Geodetic Survey in November 1997.
 LO0748
 LO0748.The orthometric height was scaled from a topographic map.
 LO0748
 LO0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0748.GEOID18 height accuracy estimate available here.
 LO0748
 LO0748.Click photographs - Photos may exist for this station.
 LO0748
 LO0748.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0748
 LO0748. The following values were computed from the NAD 83(1994) position.
 LO0748
 LO0748;                    North         East     Units Scale Factor Converg.
 LO0748;SPC UT C     - 2,190,709.408   525,256.785   MT  0.99990589   +0 11 22.6
 LO0748;SPC UT C     - 7,187,352.45  1,723,279.97   sFT  0.99990589   +0 11 22.6
 LO0748;UTM  12      - 4,433,411.704   482,600.872   MT  0.99960373   -0 07 52.5
 LO0748
 LO0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0748!SPC UT C     -   0.99955191  x   0.99990589  =   0.99945785
 LO0748!UTM  12      -   0.99955191  x   0.99960373  =   0.99915582
 LO0748
 LO0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK8260033411(NAD 83)
 LO0748
 LO0748                          SUPERSEDED SURVEY CONTROL
 LO0748
 LO0748  NAD 83(1993)-  40 03 02.75673(N)    111 12 14.34025(W) AD(       ) 2
 LO0748  NAD 83(1986)-  40 03 02.74584(N)    111 12 14.33522(W) AD(       ) 2
 LO0748  NAD 27      -  40 03 02.90400(N)    111 12 11.71600(W) AD(       ) 2
 LO0748
 LO0748.Superseded values are not recommended for survey control.
 LO0748
 LO0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0748.See file dsdata.pdf to determine how the superseded data were derived.
 LO0748
 LO0748_MARKER: DB = BENCH MARK DISK
 LO0748_SETTING: 80 = SET IN A BOULDER
 LO0748_STAMPING: TIE 1937
 LO0748_MARK LOGO: USGS
 LO0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0748+STABILITY: SURFACE MOTION
 LO0748
 LO0748  HISTORY     - Date     Condition        Report By
 LO0748  HISTORY     - 1937     MONUMENTED       USGS
 LO0748  HISTORY     - 1947     GOOD             CGS
 LO0748
 LO0748                          STATION DESCRIPTION
 LO0748
 LO0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LO0748'THE STATION IS LOCATED ABOUT 29 MILES AIRLINE SOUTH-SOUTHWEST
 LO0748'OF HEBER, ABOUT 16 MILES AIRLINE EAST-NORTHEAST OF THISTLE,
 LO0748'APPROXIMATELY ON THE COUNTY LINE, IN THE CENTER AND ON THE HIGHEST
 LO0748'POINT OF MOST PROMINENT BALD PEAK IN VICINITY.
 LO0748'
 LO0748'TO REACH FROM STRAWBERRY JUNCTION (WHICH IS LOCATED ABOUT 48
 LO0748'MILES WEST OF DUCHESNE AND ABOUT 24 MILES EAST OF HEBER ON
 LO0748'U.S. HIGHWAY 40).  GO SOUTH FOR 4.9 MILES ON GRADED ROAD
 LO0748'TO A BRIDGE OVER CREEK AT BRYANTS FORK RANGER STATION.  CONTINUE
 LO0748'ON MAIN TRAVELED ROAD FOR 0.75 MILE TO FORK (SIGNS SPANISH
 LO0748'FORK 40, VICTORY HIGHWAY 9, SPILLWAY 4).  TAKE RIGHT FORK AND
 LO0748'GO 1.35 MILE TO ANOTHER FORK WITH SIGN WILLOW CREEK, TRAIL
 LO0748'HOLLOW, SHEEP CREEK AND INDIAN CREEK.  TAKE LEFT FORK THAT
 LO0748'FOLLOWS SIDE HILL TO VALLEY AND GO 3.25 MILES TO A WOOD TRUSS
 LO0748'BRIDGE, CROSS BRIDGE, TURN SHARP RIGHT AND FOLLOW MAIN
 LO0748'TRAVELED ROAD ALONG INDIAN CREEK FOR 1.2 MILE TO A CONCRETE
 LO0748'BRIDGE FOLLOWED BY A SECOND CONCRETE BRIDGE, CROSS BOTH
 LO0748'BRIDGES AND FOLLOW GRADED DIRT ROAD FOR 6.2 MILE TO A ROAD
 LO0748'LEFT.  TURN LEFT, CROSSING WASH, AND GO 0.85 MILE TO END OF
 LO0748'TRUCK TRAVEL.  FROM THIS POINT PACK EAST-SOUTHEAST UP
 LO0748'RIDGES TO TOP OF PEAK AS DESCRIBED ABOVE AND STATION SITE.
 LO0748'A 45 MINUTE PACK.
 LO0748'
 LO0748'TIE 1937 IS A COMBINATION TRIANGULATION MARK AND BENCH MARK,
 LO0748'APPROXIMATELY THE SAME ELEVATION AS STATION THISTLE, SET FLUSH
 LO0748'IN A BURIED BOULDER STAMPED TIE 1937.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0769 ***********************************************************************
 LO0769  DESIGNATION -  TIMPANOGOS
 LO0769  PID         -  LO0769
 LO0769  STATE/COUNTY-  UT/UTAH
 LO0769  COUNTRY     -  US
 LO0769  USGS QUAD   -  TIMPANOGOS CAVE (2017)
 LO0769
 LO0769                         *CURRENT SURVEY CONTROL
 LO0769  ______________________________________________________________________
 LO0769* NAD 83(1994) POSITION- 40 23 27.01983(N) 111 38 45.40965(W)   ADJUSTED
 LO0769* NAVD 88 ORTHO HEIGHT -  3582.    (meters)    11752.    (feet) SCALED
 LO0769  ______________________________________________________________________
 LO0769  GEOID HEIGHT    -        -16.042 (meters)                     GEOID18
 LO0769  LAPLACE CORR    -         16.77  (seconds)                    DEFLEC18
 LO0769  HORZ ORDER      -  FIRST
 LO0769
 LO0769.The horizontal coordinates were established by classical geodetic methods
 LO0769.and adjusted by the National Geodetic Survey in November 1997.
 LO0769
 LO0769.The orthometric height was scaled from a topographic map.
 LO0769
 LO0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0769.GEOID18 height accuracy estimate available here.
 LO0769
 LO0769.Click photographs - Photos may exist for this station.
 LO0769
 LO0769.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0769
 LO0769. The following values were computed from the NAD 83(1994) position.
 LO0769
 LO0769;                    North         East     Units Scale Factor Converg.
 LO0769;SPC UT C     - 2,228,436.118   487,609.035   MT  0.99994582   -0 05 36.6
 LO0769;SPC UT C     - 7,311,127.50  1,599,763.98   sFT  0.99994582   -0 05 36.6
 LO0769;UTM  12      - 4,471,338.232   445,177.603   MT  0.99963700   -0 25 06.9
 LO0769
 LO0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0769!SPC UT C     -   0.99944085  x   0.99994582  =   0.99938670
 LO0769!UTM  12      -   0.99944085  x   0.99963700  =   0.99907806
 LO0769
 LO0769:                Primary Azimuth Mark                     Grid Az
 LO0769:SPC UT C     -  RED                                      087 51 11.5
 LO0769:UTM  12      -  RED                                      088 10 41.8
 LO0769
 LO0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4517771338(NAD 83)
 LO0769
 LO0769|---------------------------------------------------------------------|
 LO0769| PID    Reference Object                     Distance      Geod. Az  |
 LO0769|                                                           dddmmss.s |
 LO0769| LO0731 RED                                 APPROX.54.2 KM 0874534.9 |
 LO0769| CM6602 TIMPANOGOS AZ MK                                   1550126.6 |
 LO0769| CM6603 TIMPANOGOS RM 1                       3.130 METERS 17535     |
 LO0769| CM6604 TIMPANOGOS RM 2                      13.063 METERS 35011     |
 LO0769|---------------------------------------------------------------------|
 LO0769
 LO0769                          SUPERSEDED SURVEY CONTROL
 LO0769
 LO0769  NAD 83(1993)-  40 23 27.01826(N)    111 38 45.40962(W) AD(       ) 1
 LO0769  NAD 83(1986)-  40 23 27.00783(N)    111 38 45.40108(W) AD(       ) 1
 LO0769  NAD 27      -  40 23 27.17200(N)    111 38 42.68150(W) AD(       ) 1
 LO0769
 LO0769.Superseded values are not recommended for survey control.
 LO0769
 LO0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0769.See file dsdata.pdf to determine how the superseded data were derived.
 LO0769
 LO0769_MARKER: DS = TRIANGULATION STATION DISK
 LO0769_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LO0769_SP_SET: LOOKOUT TOWER FLOOR
 LO0769_STAMPING: TIMPANOGOS 1937 1964
 LO0769_MARK LOGO: CGS
 LO0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0769+STABILITY: SURFACE MOTION
 LO0769
 LO0769  HISTORY     - Date     Condition        Report By
 LO0769  HISTORY     - 1937     MONUMENTED       CGS
 LO0769  HISTORY     - 1950     GOOD             USGS
 LO0769  HISTORY     - 1964     SEE DESCRIPTION  UT-049
 LO0769  HISTORY     - 20180720 GOOD             GEOCAC
 LO0769
 LO0769                          STATION DESCRIPTION
 LO0769
 LO0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LO0769'STATION ABOUT 11 MILES N OF PROVO, AND 8 MILES E OF AMERICAN
 LO0769'FORK, ON THE HIGHEST POINT OF TIMPANOGOS MT.
 LO0769'
 LO0769'STATION MARK IS A STANDARD BRONZE DISK CEMENTED IN A DRILL
 LO0769'HOLE IN THE CONCRETE FLOOR OF THE LOOKOUT TOWER.
 LO0769'
 LO0769'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 LO0769'HOLES IN OUTCROPPING BEDROCK.
 LO0769'
 LO0769'AZIMUTH MARK COVERED WITH SNOW, AND COULD NOT BE FOUND.
 LO0769'
 LO0769'TO REACH FROM HEBER--GO SW ON U 7 14.8 MILES TO WILDWOOD RESORT
 LO0769'AND PAVED ROAD LEADING RIGHT.  GO RIGHT 4.85 MILES TO ASPEN
 LO0769'GROVE STORE AND ENTRANCE TO WASATCH NATIONAL FOREST.  CONTINUE
 LO0769'ON MAIN-TRAVELED ROAD 4.3 MILES TO SUMMIT DIVIDE.  CONTINUE
 LO0769'ON MAIN-TRAVELED ROAD 2.6 MILES TO FORKS.  TAKE LEFT FORK 0.35
 LO0769'MILE TO SIGN (TIMPANOGOS TRAIL), END OF TRUCK TRAVEL.  FOLLOW
 LO0769'WELL CONSTRUCTED TRAIL (FOOT) TO LOOKOUT STATION, DISTANCE 7
 LO0769'MILES.
 LO0769'
 LO0769'THERE IS ANOTHER TRAIL GOING TO STATION FROM ASPEN GROVE STORE
 LO0769'MENTIONED ABOVE.  ENTER FOREST AND TURN RIGHT ON MAIN-TRAVELED
 LO0769'ROAD 0.2 MILE TO W END OF PARK AND A ROAD LEADING LEFT AROUND
 LO0769'THE PARK.  TURN LEFT ABOUT 0.5 MILE TO A NARROW ROAD LEADING
 LO0769'RIGHT WHICH IS THE TRAIL GOING TO THE TOP OF THE MOUNTAIN.
 LO0769'TRUCK CAN BE TAKEN ABOUT 0.5 MILE BEYOND THIS POINT TO END OF
 LO0769'TRUCK TRAVEL.
 LO0769'
 LO0769'HEIGHT OF LIGHT ABOVE STATION MARK-1.2 METERS.
 LO0769
 LO0769                          STATION RECOVERY (1950)
 LO0769
 LO0769'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 LO0769'RECOVERED.
 LO0769
 LO0769                          STATION RECOVERY (1964)
 LO0769
 LO0769'RECOVERY NOTE BY UTAH COUNTY UTAH 1964 (CRN)
 LO0769'STATION AND R.M. 1 WERE RESET IN THEIR ORIGINAL DRILL HOLES
 LO0769'AND STAMPED TIMP 1937 1964, AND TIMP R.M. 1 1964 RESPECTIVELY.
 LO0769'R.M. 2 WAS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 LO0769'FOUND.
 LO0769'
 LO0769'THE DESCRIPTION STILL SEEMS TO BE ADEQUATE.
 LO0769
 LO0769                          STATION RECOVERY (2018)
 LO0769
 LO0769'RECOVERY NOTE BY GEOCACHING 2018 (AK)
 LO0769'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0489 ***********************************************************************
 LP0489  CBN         -  This is a Cooperative Base Network Control Station.
 LP0489  DESIGNATION -  TIMPIE
 LP0489  PID         -  LP0489
 LP0489  STATE/COUNTY-  UT/TOOELE
 LP0489  COUNTRY     -  US
 LP0489  USGS QUAD   -  TIMPIE (2017)
 LP0489
 LP0489                         *CURRENT SURVEY CONTROL
 LP0489  ______________________________________________________________________
 LP0489* NAD 83(2011) POSITION- 40 44 34.75521(N) 112 38 09.91176(W)   ADJUSTED
 LP0489* NAD 83(2011) ELLIP HT-  1313.677 (meters)        (06/27/12)   ADJUSTED
 LP0489* NAD 83(2011) EPOCH   -  2010.00
 LP0489* NAVD 88 ORTHO HEIGHT -  1331.3   (meters)     4368.    (feet) GPS OBS
 LP0489  ______________________________________________________________________
 LP0489  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LP0489  GEOID HEIGHT    -         -17.24 (meters)                     GEOID93
 LP0489  GEOID HEIGHT    -        -17.500 (meters)                     GEOID18
 LP0489  NAD 83(2011) X  - -1,862,904.475 (meters)                     COMP
 LP0489  NAD 83(2011) Y  - -4,467,407.749 (meters)                     COMP
 LP0489  NAD 83(2011) Z  -  4,141,698.052 (meters)                     COMP
 LP0489  LAPLACE CORR    -          0.45  (seconds)                    DEFLEC18
 LP0489
 LP0489  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LP0489  Standards:
 LP0489         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LP0489            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LP0489  -------------------------------------------------------------------
 LP0489  NETWORK    1.58   2.45           0.73   0.52   1.25     -0.14372356
 LP0489  -------------------------------------------------------------------
 LP0489  Click here for local accuracies and other accuracy information.
 LP0489
 LP0489.The horizontal coordinates were established by GPS observations
 LP0489.and adjusted by the National Geodetic Survey in June 2012.
 LP0489
 LP0489.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LP0489.been affixed to the stable North American tectonic plate. See 
 LP0489.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LP0489
 LP0489.The horizontal coordinates are valid at the epoch date displayed above
 LP0489.which is a decimal equivalence of Year/Month/Day.
 LP0489
 LP0489.The orthometric height was determined by GPS observations and a
 LP0489.high-resolution geoid model.
 LP0489
 LP0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0489.GEOID18 height accuracy estimate available here.
 LP0489
 LP0489.Click photographs - Photos may exist for this station.
 LP0489
 LP0489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LP0489
 LP0489.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0489
 LP0489.The ellipsoidal height was determined by GPS observations
 LP0489.and is referenced to NAD 83.
 LP0489
 LP0489. The following values were computed from the NAD 83(2011) position.
 LP0489
 LP0489;                    North         East     Units Scale Factor Converg.
 LP0489;SPC UT C     - 2,268,139.254   404,045.048   MT  1.00002447   -0 43 39.9
 LP0489;SPC UT C     - 7,441,386.87  1,325,604.46   sFT  1.00002447   -0 43 39.9
 LP0489;UTM  12      - 4,511,514.263   361,866.694   MT  0.99983486   -1 04 04.8
 LP0489
 LP0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0489!SPC UT C     -   0.99979397  x   1.00002447  =   0.99981844
 LP0489!UTM  12      -   0.99979397  x   0.99983486  =   0.99962887
 LP0489
 LP0489:                Primary Azimuth Mark                     Grid Az
 LP0489:SPC UT C     -  TIMPIE AZ MK                             129 25 17.4
 LP0489:UTM  12      -  TIMPIE AZ MK                             129 45 42.3
 LP0489
 LP0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL6186611514(NAD 83)
 LP0489
 LP0489|---------------------------------------------------------------------|
 LP0489| PID    Reference Object                     Distance      Geod. Az  |
 LP0489|                                                           dddmmss.s |
 LP0489| LP0424 BEACON 61A NEAR STA LAKE POINT      APPROX.32.6 KM 0972358.0 |
 LP0489| LP0432 BURMESTER RAILROAD WATER TANK       APPROX.16.3 KM 1101005.5 |
 LP0489| LP0434 GRANTSVILLE AIRPORT BEACON 60       APPROX.17.7 KM 1220306.4 |
 LP0489| CM6605 TIMPIE AZ MK                                       1284137.5 |
 LP0489| CM6606 TIMPIE RM 1                           4.857 METERS 13149     |
 LP0489| LP0428 BEACON 61B WEST OF TOOELE           APPROX.35.4 KM 1320806.0 |
 LP0489| CM6607 TIMPIE RM 2                           6.214 METERS 25055     |
 LP0489| LP0498 CEDAR MTN ATT MICROWAVE             APPROX.22.2 KM 2863026.0 |
 LP0489|---------------------------------------------------------------------|
 LP0489
 LP0489                          SUPERSEDED SURVEY CONTROL
 LP0489
 LP0489  NAD 83(2007)-  40 44 34.75494(N)    112 38 09.91213(W) AD(2002.00) 0
 LP0489  ELLIP H (02/10/07) 1313.687  (m)                       GP(2002.00)    
 LP0489  ELLIP H (11/14/01) 1313.728  (m)                       GP(       ) 4 2
 LP0489  NAD 83(1994)-  40 44 34.75401(N)    112 38 09.91037(W) AD(       ) B
 LP0489  ELLIP H (04/21/95) 1313.778  (m)                       GP(       ) 4 1
 LP0489  NAD 83(1986)-  40 44 34.74215(N)    112 38 09.89931(W) AD(       ) 1
 LP0489  NAD 27      -  40 44 34.95981(N)    112 38 07.03295(W) AD(       ) 1
 LP0489  NGVD 29 (07/19/86) 1330.1    (m)         4364.     (f) VERT ANG       
 LP0489
 LP0489.Superseded values are not recommended for survey control.
 LP0489
 LP0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0489.See file dsdata.pdf to determine how the superseded data were derived.
 LP0489
 LP0489_MARKER: DS = TRIANGULATION STATION DISK
 LP0489_SETTING: 66 = SET IN ROCK OUTCROP
 LP0489_STAMPING: TIMPIE 1938
 LP0489_MARK LOGO: CGS
 LP0489_MAGNETIC: N = NO MAGNETIC MATERIAL
 LP0489_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0489+STABILITY: POSITION/ELEVATION WELL
 LP0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0489+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1993
 LP0489
 LP0489  HISTORY     - Date     Condition        Report By
 LP0489  HISTORY     - 1938     MONUMENTED       CGS
 LP0489  HISTORY     - 1938     GOOD             CGS
 LP0489  HISTORY     - 1940     GOOD             CGS
 LP0489  HISTORY     - 1950     GOOD             USGS
 LP0489  HISTORY     - 1950     GOOD             CGS
 LP0489  HISTORY     - 1966     GOOD             USGS
 LP0489  HISTORY     - 1974     GOOD             NGS
 LP0489  HISTORY     - 19920723 GOOD             NOS
 LP0489  HISTORY     - 19931005 GOOD             NGS
 LP0489
 LP0489                          STATION DESCRIPTION
 LP0489
 LP0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 LP0489'STATION IS ON THE EXTREME NORTHERN END OF THE STANSBURRY
 LP0489'MOUNTAIN RANGE, ON THE SECOND LOW BENCH SOUTH OF HIGHWAY U.S.
 LP0489'40.  IT LIES ABOUT 13 MILES NW OF GRANTSVILLE AND ABOUT 40
 LP0489'MILES W OF SALT LAKE CITY.
 LP0489'
 LP0489'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 LP0489'DISKS SET IN BEDROCK AS DESCRIBED.
 LP0489'
 LP0489'REACHED FROM GRANTSVILLE AS FOLLOWS--GO NORTHWEST ON HIGHWAY
 LP0489'U.S. 40 FOR 13.7 MILES TO WHERE THE HIGHWAY STARTS TO CURVE
 LP0489'AROUND POINT OF RIDGE.  TURN SHARP LEFT ON TRACK ROAD JUST EAST
 LP0489'OF RIDGE AND FOLLOW TRACKS NORTHWESTERLY ABOUT 0.1 MILE TO
 LP0489'END OF TRUCK TRAVEL ON EASTERN SLOPE OF THE RIDGE.  PACK
 LP0489'WESTERLY ABOUT 50 YARDS TO STATION.
 LP0489'
 LP0489'AZIMUTH MARK IS ON THE FIRST ROCK OUTCROP SOUTH OF HIGHWAY,
 LP0489'ABOUT 0.4 MILE SE OF STATION.  AIR BEACON FLASHING RED NO.
 LP0489'61 A IS NEAR LAKE POINT.  AIR BEACON FLASHING GREEN NO. 60 IS
 LP0489'AT THE GRANTSVILLE AIRPORT.  AIR BEACON FLASHING RED NO. 61
 LP0489'B IS NEAR TOOELE.
 LP0489
 LP0489                          STATION RECOVERY (1938)
 LP0489
 LP0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 LP0489'RECOVERED IN GOOD CONDITION.
 LP0489
 LP0489                          STATION RECOVERY (1940)
 LP0489
 LP0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LP0489'STATION WAS FOUND AS DESCRIBED WITH THE MARKS ALL IN GOOD
 LP0489'CONDITION AND APPARENTLY UNDISTURBED.  THE ORIGINAL TRIPOD WAS
 LP0489'STILL IN PLACE AND ONLY SLIGHTLY WEATHERED.  THE STATION WAS
 LP0489'NOT OCCUPIED BY AN OBSERVING PARTY, AND HENCE NO CHECK AS TO
 LP0489'DIRECTION AND DISTANCE WAS OBTAINED ON THE REFERENCE AND
 LP0489'AZIMUTH MARKS.
 LP0489'
 LP0489'THE STATION IS LOCATED ABOUT 40 MILES (AIRLINE) W OF SALT LAKE
 LP0489'CITY, AND 13 MILES (AIRLINE) NW OF GRANTSVILLE, ON THE EXTREME
 LP0489'NORTHERN END OF THE STANSBURY MOUNTAIN RANGE AND ON THE
 LP0489'SECOND LOW BENCH S OF U.S. HIGHWAY 40.
 LP0489'
 LP0489'STATION IS REACHED FROM GRANTSVILLE BY GOING NW OF U.S. HIGHWAY
 LP0489'40 FOR 13.7 MILES TO A POINT WHERE THE HIGHWAY CURVES LEFT AROUND
 LP0489'THE POINT OF A RIDGE, THENCE TURN SHARP LEFT ON A TRACK ROAD,
 LP0489'JUST E OF THE RIDGE, AND FOLLOW THIS ROAD 0.1 MILE SOUTHWESTERLY
 LP0489'AND THEN NORTHWESTERLY TO THE END OF TRUCK TRAVEL ON THE
 LP0489'EASTERN SLOPE OF THE RIDGE.  HERE PACK UP STEEP SLOPE ABOUT
 LP0489'50 YARDS TO THE TOP OF RIDGE AND STATION.
 LP0489
 LP0489                          STATION RECOVERY (1950)
 LP0489
 LP0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 LP0489'RECOVERED.
 LP0489'
 LP0489'STATION MARK--STANDARD DISK, STAMPED ---TIMPIE 1938---, CEMENTED IN
 LP0489'A DRILL HOLE IN THE TOP OF A 3 X 3 FT. OUTCROP WHICH PROJECTS ABOUT
 LP0489'1 FT.
 LP0489
 LP0489                          STATION RECOVERY (1950)
 LP0489
 LP0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GES)
 LP0489'LOCATED ABOUT 13 MILES, AIRLINE, NW FROM GRANTVILLE, ABOUT
 LP0489'2 MILES E OF TIMPIE, AT THE N END OF A PROTRUDING, ROCKY
 LP0489'RIDGE, ON THE S SIDE OF U.S. HWY. 40, ON THE ROCKY POINT AT
 LP0489'ABOVE THE HIGHWAY WHERE HIGHWAY GOES AROUND POINT OF RIDGE.
 LP0489'
 LP0489'TO REACH FROM GRANTSVILLE, GO W AND NW ON U.S. HWY. 40 FOR
 LP0489'ABOUT 12.3 MILES TO WHERE HIGHWAY STARTS TO PASS AROUND N END
 LP0489'OF ROCKY POINT.  TURN LEFT GO W CROSS-COUNTRY ABOUT 0.2
 LP0489'MILE TO BASE OF RIDGE AND ETT.  PACK ABOUT 200 FEET TO TOP
 LP0489'OF ROCKY RIDGE AND STATION.  FROM TIMPIE, GO E ON U.S. HWY 40,
 LP0489'ABOUT 2.0 MILES.  TURN RIGHT JUST AFTER PASSING AROUND N END
 LP0489'OF POINT, GO ABOUT 0.2 MILE TO ETT, CLIMB 200 FEET TO STATION.
 LP0489'
 LP0489'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 LP0489'THEY ARE STANDARD DISKS SET IN LARGE OUTCROPPING BEDROCK.
 LP0489'THERE IS A 4 FOOT TRIPOD CENTERED OVER THE STATION, AND STILL
 LP0489'IN GOOD CONDITION AT TIME OF RECONNAISSANCE.
 LP0489
 LP0489                          STATION RECOVERY (1966)
 LP0489
 LP0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LP0489'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 LP0489'CONDITION AS DESCRIBED.
 LP0489'
 LP0489'THE OLD DESCRIPTION IS ADEQUATE.
 LP0489
 LP0489                          STATION RECOVERY (1974)
 LP0489
 LP0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LP0489'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 LP0489'RECOVERED IN GOOD CONDITION.  A DIFFERENCE IN DIRECTION AND
 LP0489'DISTANCE WAS NOTED TO BOTH REFERENCE MARKS AND CHECKED IN THE
 LP0489'FIELD.  THE DIRECTION TO THE AZIMUTH MARK CHECKED THE OLD
 LP0489'DATA.  DUE TO ROAD CHANGES, FOLLOWING IS A NEW AND COMPLETE
 LP0489'DESCRIPTION.
 LP0489'
 LP0489'STATION IS LOCATED ABOUT 40 MILES WEST OF SALT LAKE CITY, 13 MILES
 LP0489'NORTHWEST OF GRANTSVILLE, 1 MILE EAST OF A PAVED ROAD LEADING TO
 LP0489'THE DUGWAY PROVING GROUNDS AND ON THE NORTH END OF A LOW BLUFF
 LP0489'OVERLOOKING THE HIGHWAY TO THE NORTH.
 LP0489'
 LP0489'TO REACH FROM THE DUGWAY EXIT AND INTERSTATE HIGHWAY 80, WHICH IS
 LP0489'ABOUT 40 MILES WEST OF SALT LAKE CITY, GO SOUTH ON A PAVED ROAD FOR
 LP0489'0.2 MILE TO A GRAVEL ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON
 LP0489'THE GRAVEL ROAD FOR 0.4 MILE TO THE SOUTH END OF A SMALL
 LP0489'POND.  BEAR LEFT AND FOLLOW GRAVEL ROAD AROUND THE EAST SIDE OF
 LP0489'THE POND FOR 0.2 MILE TO A FORK.  KEEEP RIGHT AND CONTINUE EAST
 LP0489'ON THE ROAD FOR 0.1 MILE TO A FORK.  KEEP THE RIGHT FORK AND
 LP0489'CONTINUE EASTERLY, UPHILL, ON THE ROAD FOR 0.35 MILE TO A
 LP0489'TRACK ROAD LEFT, WHICH IS JUST AFTER REACHING THE CREST OF THE
 LP0489'BLUFF.  (TO REACH THE AZIMUTH MARK, CONTINUE EAST,
 LP0489'DOWNHILL, ON THE ROAD, WHICH FOLLOWS THE BASE OF THE MOUNTAINS FOR
 LP0489'1.1 MILES TO A LARGE OUTCROP ON THE RIGHT AND THE MARK.) TURN
 LP0489'LEFT AND GO NORTH ON A TRACK ROAD FOR ABOUT 100 YARDS TO THE
 LP0489'STATION ON THE RIGHT, NEAR THE EAST EDGE OF THE BLUFF.
 LP0489'
 LP0489'STATION MARK IS A STANDARD DISK, STAMPED TIMPIE 1938, CEMENTED IN
 LP0489'A DRILL HOLE IN THE TOP OF A 3X3 FOOT OUTCROP WHICH PROJECTS ABOUT
 LP0489'1 FOOT.  IT IS 65 FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK
 LP0489'ROAD, 24 FEET WEST OF THE EAST EDGE OF THE BENCH AND ABOUT 4 FEET
 LP0489'LOWER THAN THE HIGHEST POINT OF THE BENCH.
 LP0489'
 LP0489'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TIMPIE NO 1 1938,
 LP0489'CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE OUTCROP WHICH IS
 LP0489'FLUSH ON THE WEST SIDE AND PROJECTS ABOUT 1 FOOT ON THE NORTH
 LP0489'AND EAST SIDES.  IT IS ABOUT 7 FEET WEST OF THE EAST EDGE OF THE
 LP0489'BENCH AND ABOUT 1-1/2 FEET LOWER THAN THE STATION.
 LP0489'
 LP0489'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TIMPIE NO 2 1938,
 LP0489'CEMENTED IN A DRILL HOLE IN THE TOP OF A 3X4 FOOT OUTCROP WHICH
 LP0489'PROJECTS ABOUT 1 FOOT ABOVE THE GROUND SURFACE.  IT IS 51 FEET
 LP0489'EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD, 38 FEET WEST
 LP0489'OF THE EAST EDGE OF THE BENCH AND ABOUT 2 FEET HIGHER THAN THE
 LP0489'STATION.
 LP0489'
 LP0489'AZIMUTH MARK IS A STANDARD DISK, STAMPED TIMPIE 1938, CEMENTED IN
 LP0489'A DRILL HOLE IN THE TOP OF A LARGE OUTCROP.  IT IS ABOUT 3 FEET
 LP0489'NORTH OF THE HIGHEST POINT OF THE OUTCROP WHICH PROJECTS ABOUT 15
 LP0489'FEET ABOVE THE GROUND SURFACE.  65 FEET SOUTH OF THE APPROXIMATE
 LP0489'CENTER OF A GRAVEL ROAD, 60 FEET SOUTH-SOUTHEAST OF TELEPHONE
 LP0489'POLE NO 4 AND ABOUT 20 FEET HIGHER THAN THE ROAD.
 LP0489'
 LP0489'HEIGHT OF LIGHT ABOVE STATION MARK 4.4 FEET.
 LP0489'
 LP0489'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LP0489'13 MILES NORTHWEST OF GRANTSVILLE.
 LP0489
 LP0489                          STATION RECOVERY (1992)
 LP0489
 LP0489'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 LP0489'RECOVERED IN GOOD CONDITION.
 LP0489
 LP0489                          STATION RECOVERY (1993)
 LP0489
 LP0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 LP0489'STATION IS LOCATED ABOUT 21 KM (13.05 MI) NORTHWEST OF GRANTSVILLE,
 LP0489'1.5 KM (0.95 MI) SOUTHWEST OF EXIT 77 OF INTERSTATE HIGHWAY 80, 50 M
 LP0489'(164.0 FT) ABOVE AND JUST SOUTH OF THE INTERSTATE HIGHWAY, ON THE
 LP0489'NORTH END OF THE STANSBURY MOUNTAIN RANGE, ON A ROCKY, BARE BENCH, IN
 LP0489'SOUTH CENTRAL SECTION 9, T 1 S, R 7 W.  OWNERSHIP--US BUREAU OF LAND
 LP0489'MANAGEMENT. TO REACH FROM THE EASTBOUND UNDERPASS AT THE JUNCTION OF
 LP0489'INTERSTATE HIGHWAY 80 AND THE PAVED ROAD LEADING SOUTH TO DUGWAY
 LP0489'PROVING GROUND (EXIT 77) AT ROWLEY JUNCTION, GO SOUTH ON PAVED ROAD
 LP0489'FOR 0.17 KM (0.10 MI) TO A GRAVEL ROAD LEFT.  BEAR LEFT, SOUTHWEST, ON
 LP0489'ROAD THROUGH A LARGE GRAVEL AREA FOR 0.75 KM (0.45 MI) TO A FORK JUST
 LP0489'PAST A POND ON THE LEFT.  TURN LEFT, NORTH, ON MAIN GRAVEL ROAD FOR
 LP0489'0.32 KM (0.20 MI) TO A FORK.  KEEP RIGHT, EASTERLY, ON MAIN ROAD FOR
 LP0489'0.24 KM (0.15 MI) TO A FORK.  BEAR RIGHT, ON TRACK ROAD UP SIDE OF
 LP0489'HILL FOR 0.51 KM (0.30 MI) TO TOP OF HILL AND A ROAD LEFT.  TURN LEFT,
 LP0489'NORTH, FOR 0.15 KM (0.10 MI) TO THE STATION ON THE RIGHT JUST BEFORE
 LP0489'END OF ROAD. STATION MARK IS A DISK SET IN A DRILL HOLE IN A 0.9 M
 LP0489'(3.0 FT) X 1.2 M (3.9 FT) OUTCROP PROJECTING 1 CM ABOVE GROUND.  IT IS
 LP0489'21.7 M (71.2 FT) EAST OF THE ROAD CENTER, 7 M (23.0 FT) WEST OF THE
 LP0489'EAST SIDE OF BENCH, AND 36.5 M (119.8 FT) SOUTHEAST OF THE NORTH END
 LP0489'OF THE BENCH. DESCRIBED BY G.R.HEID
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DF4641 ***********************************************************************
 DF4641  DESIGNATION -  TJL1 BASE STATION
 DF4641  PID         -  DF4641
 DF4641  STATE/COUNTY-  UT/SALT LAKE
 DF4641  COUNTRY     -  US
 DF4641  USGS QUAD   -  COPPERTON (2017)
 DF4641
 DF4641                         *CURRENT SURVEY CONTROL
 DF4641  ______________________________________________________________________
 DF4641* NAD 83(2011) POSITION- 40 33 24.63266(N) 112 03 39.41479(W)   ADJUSTED
 DF4641* NAD 83(2011) ELLIP HT-  1569.289 (meters)        (06/27/12)   ADJUSTED
 DF4641* NAD 83(2011) EPOCH   -  2010.00
 DF4641* NAVD 88 ORTHO HEIGHT -  1586.6   (meters)     5205.    (feet) GPS OBS
 DF4641  ______________________________________________________________________
 DF4641  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF4641  GEOID HEIGHT    -        -17.165 (meters)                     GEOID99
 DF4641  GEOID HEIGHT    -        -17.224 (meters)                     GEOID18
 DF4641  NAD 83(2011) X  - -1,823,098.920 (meters)                     COMP
 DF4641  NAD 83(2011) Y  - -4,498,544.705 (meters)                     COMP
 DF4641  NAD 83(2011) Z  -  4,126,177.933 (meters)                     COMP
 DF4641  LAPLACE CORR    -         -4.79  (seconds)                    DEFLEC18
 DF4641
 DF4641  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF4641  Standards:
 DF4641         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF4641            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF4641  -------------------------------------------------------------------
 DF4641  NETWORK    0.64   0.94           0.29   0.22   0.48      0.17471222
 DF4641  -------------------------------------------------------------------
 DF4641  Click here for local accuracies and other accuracy information.
 DF4641
 DF4641.The horizontal coordinates were established by GPS observations
 DF4641.and adjusted by the National Geodetic Survey in June 2012.
 DF4641
 DF4641.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF4641.been affixed to the stable North American tectonic plate. See 
 DF4641.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF4641
 DF4641.The horizontal coordinates are valid at the epoch date displayed above
 DF4641.which is a decimal equivalence of Year/Month/Day.
 DF4641
 DF4641.The orthometric height was determined by GPS observations and a
 DF4641.high-resolution geoid model.
 DF4641
 DF4641.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4641.GEOID18 height accuracy estimate available here.
 DF4641
 DF4641.Click photographs - Photos may exist for this station.
 DF4641
 DF4641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4641
 DF4641.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF4641
 DF4641.The ellipsoidal height was determined by GPS observations
 DF4641.and is referenced to NAD 83.
 DF4641
 DF4641. The following values were computed from the NAD 83(2011) position.
 DF4641
 DF4641;                    North         East     Units Scale Factor Converg.
 DF4641;SPC UT C     - 2,247,007.931   452,491.153   MT  0.99997815   -0 21 33.6
 DF4641;SPC UT C     - 7,372,058.52  1,484,548.06   sFT  0.99997815   -0 21 33.6
 DF4641;UTM  12      - 4,490,105.022   410,176.855   MT  0.99969931   -0 41 23.6
 DF4641
 DF4641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4641!SPC UT C     -   0.99975389  x   0.99997815  =   0.99973204
 DF4641!UTM  12      -   0.99975389  x   0.99969931  =   0.99945327
 DF4641
 DF4641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1017690105(NAD 83)
 DF4641
 DF4641                          SUPERSEDED SURVEY CONTROL
 DF4641
 DF4641  NAD 83(2007)-  40 33 24.63236(N)    112 03 39.41529(W) AD(2002.00) 0
 DF4641  ELLIP H (02/10/07) 1569.310  (m)                       GP(2002.00)    
 DF4641  NAD 83(1994)-  40 33 24.63219(N)    112 03 39.41493(W) AD(       ) 1
 DF4641  ELLIP H (03/31/03) 1569.319  (m)                       GP(       ) 4 2
 DF4641
 DF4641.Superseded values are not recommended for survey control.
 DF4641
 DF4641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4641.See file dsdata.pdf to determine how the superseded data were derived.
 DF4641
 DF4641_MARKER: Z = SEE DESCRIPTION
 DF4641_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF4641_SP_SET: BUILDING
 DF4641_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF4641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4641+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 DF4641
 DF4641  HISTORY     - Date     Condition        Report By
 DF4641  HISTORY     - 20020827 MONUMENTED       SLCS
 DF4641  HISTORY     - 2003     GOOD             SLCS
 DF4641
 DF4641                          STATION DESCRIPTION
 DF4641
 DF4641'DESCRIBED BY SALT LAKE COUNTY SURVEYOR 2002
 DF4641'TO REACH FROM THE INTERSECTION OF 9000 SOUTH AND THE I-15 INTERSTATE
 DF4641'FREEWAY, GO WEST ON 9000 SOUTH 4.8 MILES TO OLD BINGHAM HIGHWAY, TURN
 DF4641'LEFT (WEST) AND GO 4.2 MILES TO HIGHWAY 7111, TURN LEFT (SOUTH) AND GO
 DF4641'0.4 MILES ON HIGHWAY U-111 TO THE ENTRY GATE(EAST SIDE), TURN LEFT
 DF4641'(EAST) AND GO 0.3 MILES TO THE TRANS-JORDAN LANDFILL OPERATIONS
 DF4641'BUILDING AT 10873 SOUTH 7200 WEST.  ANTENNA IS LOCATED ON THE ROOF AT
 DF4641'THE NORTH END OF THE BUILDING.
 DF4641
 DF4641                          STATION RECOVERY (2003)
 DF4641
 DF4641'RECOVERY NOTE BY SALT LAKE COUNTY SURVEYOR 2003
 DF4641'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0362 ***********************************************************************
 KM0362  DESIGNATION -  TOAD
 KM0362  PID         -  KM0362
 KM0362  STATE/COUNTY-  UT/GRAND
 KM0362  COUNTRY     -  US
 KM0362  USGS QUAD   -  WALKER POINT (2017)
 KM0362
 KM0362                         *CURRENT SURVEY CONTROL
 KM0362  ______________________________________________________________________
 KM0362* NAD 83(1994) POSITION- 39 22 22.08682(N) 109 50 40.49736(W)   ADJUSTED
 KM0362* NAVD 88 ORTHO HEIGHT -  2740.    (meters)     8989.    (feet) SCALED
 KM0362  ______________________________________________________________________
 KM0362  GEOID HEIGHT    -        -17.466 (meters)                     GEOID18
 KM0362  LAPLACE CORR    -         11.49  (seconds)                    DEFLEC18
 KM0362  HORZ ORDER      -  FIRST
 KM0362
 KM0362.The horizontal coordinates were established by classical geodetic methods
 KM0362.and adjusted by the National Geodetic Survey in November 1997.
 KM0362
 KM0362.The orthometric height was scaled from a topographic map.
 KM0362
 KM0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0362.GEOID18 height accuracy estimate available here.
 KM0362
 KM0362.Click photographs - Photos may exist for this station.
 KM0362
 KM0362.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0362
 KM0362. The following values were computed from the NAD 83(1994) position.
 KM0362
 KM0362;                    North         East     Units Scale Factor Converg.
 KM0362;SPC UT C     - 2,116,720.796   642,629.329   MT  0.99993115   +1 03 37.5
 KM0362;SPC UT C     - 6,944,608.14  2,108,359.72   sFT  0.99993115   +1 03 37.5
 KM0362;UTM  12      - 4,358,784.762   599,523.808   MT  0.99972195   +0 43 58.9
 KM0362
 KM0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0362!SPC UT C     -   0.99957299  x   0.99993115  =   0.99950417
 KM0362!UTM  12      -   0.99957299  x   0.99972195  =   0.99929506
 KM0362
 KM0362:                Primary Azimuth Mark                     Grid Az
 KM0362:SPC UT C     -  TOAD AZ MK                               303 37 26.1
 KM0362:UTM  12      -  TOAD AZ MK                               303 57 04.7
 KM0362
 KM0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ9952358784(NAD 83)
 KM0362
 KM0362|---------------------------------------------------------------------|
 KM0362| PID    Reference Object                     Distance      Geod. Az  |
 KM0362|                                                           dddmmss.s |
 KM0362| CM7229 TOAD RM 1                            18.983 METERS 03341     |
 KM0362| CM7228 TOAD AZ MK                                         3044103.6 |
 KM0362| CM7230 TOAD RM 2                            19.407 METERS 32633     |
 KM0362|---------------------------------------------------------------------|
 KM0362
 KM0362                          SUPERSEDED SURVEY CONTROL
 KM0362
 KM0362  NAD 83(1986)-  39 22 22.05352(N)    109 50 40.48438(W) AD(       ) 1
 KM0362  NAD 27      -  39 22 22.18000(N)    109 50 37.98200(W) AD(       ) 1
 KM0362
 KM0362.Superseded values are not recommended for survey control.
 KM0362
 KM0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0362.See file dsdata.pdf to determine how the superseded data were derived.
 KM0362
 KM0362_MARKER: DS = TRIANGULATION STATION DISK
 KM0362_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KM0362_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KM0362
 KM0362  HISTORY     - Date     Condition        Report By
 KM0362  HISTORY     - 1936     MONUMENTED       CGS
 KM0362
 KM0362                          STATION DESCRIPTION
 KM0362
 KM0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 KM0362'IN T. 16 S., R. 19 E., ON ROUND-TOPPED, BARE HILL WHICH IS
 KM0362'HIGHEST POINT ON RIDGE WEST OF HILL CREEK.  HILL IS COVERED
 KM0362'WITH SMALL LIMESTONE FRAGMENTS.  STATION IS 300 YARDS NORTH OF
 KM0362'WELL-TRAVELED TRACK ROAD WHICH CIRCLES BASE OF STATION HILL.
 KM0362'TO REACH FROM OURAY GO SOUTH ACROSS GREEN RIVER BRIDGE AND
 KM0362'ACROSS RIVER FLATS ON MAIN-TRAVELED UNIMPROVED ROAD 1.6 MILES
 KM0362'TO CABLE SUSPENSION BRIDGE OVER WHITE RIVER.  CROSS BRIDGE AND
 KM0362'GO 0.05 MILE TO FORK, AND 0.5 MILE SOUTHEAST ACROSS FLATS TO
 KM0362'FORK.  TAKE RIGHT FORK AND GO SOUTH ACROSS BADLANDS 0.85 MILE
 KM0362'TO DIM FORK.  CONTINUE STRAIGHT AHEAD ON LEFT FORK (SOUTH)
 KM0362'1.5 MILES TO DIM FORK.  CONTINUE STRAIGHT AHEAD ON LEFT FORK
 KM0362'(SOUTH) 1.5 MILES TO FORK AND PILE OF ROCKS.  FOLLOW RIGHT FORK
 KM0362'SOUTH DOWN CANYON 4.4 MILES TO STONE HOUSE ON RIGHT AT NORTH
 KM0362'SIDE OF WILLOW CREEK.  CONTINUE UP WILLOW CREEK 0.85 MILE
 KM0362'TO FORK.  RIGHT FORK GOES UP HILL CREEK AND LEFT FORK UP
 KM0362'WILLOW CREEK.  TAKE RIGHT FORK, CROSS WOODEN BRIDGE, WITH
 KM0362'A-TRUSS FRAME, ACROSS WILLOW CREEK, AND CONTINUE ALONG WILLOW
 KM0362'CREEK 4.4 MILES TO RANCH ON LEFT.  AT THIS POINT HILL CREEK
 KM0362'JOINS WILLOW CREEK.  CONTINUE 0.25 MILE TO OLD ABANDONED
 KM0362'SCHOOLHOUSE ON RIGHT.  CONTINUE UP HILL CREEK 4.2 MILES TO
 KM0362'WIRE CORRAL ON RIGHT AND ROAD THAT TURNS LEFT TO RANCH
 KM0362'HOUSE.  CONTINUE UP RIGHT SIDE OF HILL CREEK 0.2 MILE TO IRON
 KM0362'GATE.  PASS THROUGH GATE AND GO 0.35 MILE TO FORK.  TAKE LEFT FORK
 KM0362'(RIGHT FORK GOES TO RANCH) AND GO 0.15 MILE TO BRIDGE OVER
 KM0362'HILL CREEK.  CROSS BRIDGE AND CONTINUE ON MAIN-TRAVELED ROAD,
 KM0362'LEAVING HILL CREEK, AND GO UP CANYON TO ITS HEAD AND OVER
 KM0362'BADLANDS IN SOUTHERLY DIRECTION 8.6 MILES TO WHERE ROAD
 KM0362'ARRIVES AT HILL CREEK AGAIN.  CONTINUE UP LEFT SIDE OF HILL CREEK
 KM0362'1.0 MILE TO WOOD GATE, THROUGH GATE, AND ON 0.6 MILE TO ANOTHER
 KM0362'GATE REACHED JUST AFTER PASSING RANCH HOUSE ON RIGHT.  PASS
 KM0362'THROUGH GATE AND GO 0.05 MILE TO FORK.  TAKE RIGHT FORK UP HILL
 KM0362'CREEK AND GO 3.0 MILES TO WHERE ROAD TURNS RIGHT ACROSS HILL
 KM0362'CREEK.  CONTINUE STRAIGHT AHEAD UP LEFT SIDE OF HILL CREEK
 KM0362'3.95 MILES TO FORK.  RIGHT FORK GOES TO TAYLORS RANCH JUST
 KM0362'ACROSS THE CREEK.  TAKE LEFT FORK AND CONTINUE UP LEFT SIDE OF
 KM0362'HILL CREEK, PASSING THROUGH 5 GATES, AND GO 4.7 MILES TO
 KM0362'FORK WITH CORRALS ON RIGHT.  TURN RIGHT, PASS THROUGH GATE
 KM0362'BETWEEN CORRALS, CROSS CREEK, AND GO 0.05 MILE TO WARDLES RANCH
 KM0362'ON LEFT.  THIS IS AT MOUTH OF HORSE CORN CANYON AND LAST WATER
 KM0362'IS HERE.  FROM RANCH FOLLOW MAIN-TRAVELED ROAD WEST AND
 KM0362'SOUTHWEST UP HORSE CORN CANYON 1.0 MILE TO WIRE GATE.
 KM0362'PASS THROUGH GATE AND CONTINUE UP BOTTOM OF CANYON 9.3
 KM0362'MILES TO WHERE CANYON FORKS AND ROAD LEAVES BOTTOM OF WASH.
 KM0362'CONTINUE UP LEFT CANYON 2.85 MILES TO SADDLE ON DIVIDE
 KM0362'AND HEAD OF CANYON.  AT THIS POINT WAGON ROAD COMES IN FROM
 KM0362'RIGHT.  GO SOUTH ALONG TOP OF RIDGE 5.5 MILES TO DIM FORK.
 KM0362'TAKE RIGHT FORK AND GO 4.55 MILES.  TAKE LEFT FORK AND GO
 KM0362'0.8 MILE TO BARE ROUND-TOPPED HILL ON LEFT OF ROAD.  LEAVE
 KM0362'ROAD AND DRIVE TO TOP OF HILL AND STATION.  STATION MARK
 KM0362'IS STANDARD DISK IN PIPE, PROJECTING 4 INCHES
 KM0362'ABOVE GROUND.  REFERENCE MARKS ARE STANDARD DISKS IN PIPES,
 KM0362'PROJECTING 4 INCHES.  NO. 1 IS 18.982 METERS
 KM0362'(62.28 FEET) NORTHEAST FROM STATION N 33 DEG 41 MIN E.
 KM0362'NO. 2 IS ON WEST SLOPE OF STATION HILL, 19.406 METERS (63.67
 KM0362'FEET) NORTH-NORTHWEST OF STATION N 33 DEG 27 MIN W.
 KM0362'DISTANCE BETWEEN REFERENCE MARKS IS 69.66 FEET.  AZIMUTH MARK
 KM0362'IS STANDARD DISK IN PIPE, PROJECTING 6 INCHES, ON
 KM0362'SECOND KNOLL NORTHWEST OF STATION, 56 FEET SOUTH OF CENTER LINE
 KM0362'OF TRACK ROAD WHICH CIRCLES BASE OF STATION HILL, AND IS ABOUT
 KM0362'0.9 MILE NORTHWEST OF STATION N 55 DEG 19 MIN W.
 KM0362'CARBON AND EMERY COUNTIES, BOUNDARY MARKER (SEE
 KM0362'GEOGRAPHIC POSITION AND DESCRIPTION THEREOF) IS 18 MILES DISTANT
 KM0362'AND VISIBLE FROM STATION, N 68 DEG 17 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0560 ***********************************************************************
 HO0560  DESIGNATION -  TOM
 HO0560  PID         -  HO0560
 HO0560  STATE/COUNTY-  UT/KANE
 HO0560  COUNTRY     -  US
 HO0560  USGS QUAD   -  PODUNK CREEK (2017)
 HO0560
 HO0560                         *CURRENT SURVEY CONTROL
 HO0560  ______________________________________________________________________
 HO0560* NAD 83(1994) POSITION- 37 22 40.32751(N) 112 22 15.49876(W)   ADJUSTED
 HO0560* NAVD 88 ORTHO HEIGHT -  2441.2   (meters)     8009.    (feet) VERTCON3
 HO0560  ______________________________________________________________________
 HO0560  GEOID HEIGHT    -        -21.033 (meters)                     GEOID18
 HO0560  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 HO0560  HORZ ORDER      -  THIRD
 HO0560
 HO0560.The horizontal coordinates were established by classical geodetic methods
 HO0560.and adjusted by the National Geodetic Survey in November 1997.
 HO0560
 HO0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0560
 HO0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0560.GEOID18 height accuracy estimate available here.
 HO0560
 HO0560.Click photographs - Photos may exist for this station.
 HO0560
 HO0560.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0560
 HO0560. The following values were computed from the NAD 83(1994) position.
 HO0560
 HO0560;                    North         East     Units Scale Factor Converg.
 HO0560;SPC UT S     - 3,079,290.632   422,861.608   MT  0.99997628   -0 32 01.1
 HO0560;SPC UT S     -10,102,639.35  1,387,338.46   sFT  0.99997628   -0 32 01.1
 HO0560;UTM  12      - 4,137,673.597   378,619.526   MT  0.99978148   -0 49 56.6
 HO0560
 HO0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0560!SPC UT S     -   0.99962036  x   0.99997628  =   0.99959665
 HO0560!UTM  12      -   0.99962036  x   0.99978148  =   0.99940192
 HO0560
 HO0560:                Primary Azimuth Mark                     Grid Az
 HO0560:SPC UT S     -  PINK CLIFF                               044 08 49.5
 HO0560:UTM  12      -  PINK CLIFF                               044 26 45.0
 HO0560
 HO0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG7861937673(NAD 83)
 HO0560
 HO0560|---------------------------------------------------------------------|
 HO0560| PID    Reference Object                     Distance      Geod. Az  |
 HO0560|                                                           dddmmss.s |
 HO0560| HO0559 PINK CLIFF                          APPROX. 6.2 KM 0433648.4 |
 HO0560|---------------------------------------------------------------------|
 HO0560
 HO0560                          SUPERSEDED SURVEY CONTROL
 HO0560
 HO0560  NAD 83(1992)-  37 22 40.32568(N)    112 22 15.49830(W) AD(       ) 3
 HO0560  NAD 83(1986)-  37 22 40.32509(N)    112 22 15.49835(W) AD(       ) 3
 HO0560  NAD 27      -  37 22 40.39165(N)    112 22 12.77563(W) AD(       ) 3
 HO0560  NGVD 29 (07/19/86) 2439.9    (m)         8005.     (f) VERT ANG       
 HO0560
 HO0560.Superseded values are not recommended for survey control.
 HO0560
 HO0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0560.See file dsdata.pdf to determine how the superseded data were derived.
 HO0560
 HO0560_MARKER: DD = SURVEY DISK
 HO0560_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HO0560_STAMPING: TOM 1964
 HO0560_MARK LOGO: USGS
 HO0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0560
 HO0560  HISTORY     - Date     Condition        Report By
 HO0560  HISTORY     - 1964     MONUMENTED       USGS
 HO0560
 HO0560                          STATION DESCRIPTION
 HO0560
 HO0560'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 HO0560'LOCATED ABOUT 7.5 MI. SE. OF ALTON, ABOUT 7.5 MI. NNW. OF THE
 HO0560'SKUTUMPAH RANCH, ON A WOODED RIDGE BETWEEN SKUTUMPAH CREEK AND
 HO0560'THOMPSON WASH.
 HO0560'
 HO0560'TO REACH FROM THE GLENDALE POST OFFICE ON U.S. HIGHWAY 89, DRIVE N.
 HO0560'ON HIGHWAY 89 FOR 0.4 MI. TO DIRT RD. RIGHT (E.), TURN RIGHT FOR 8.2
 HO0560'MI. TO Y-RD. AND JUNCTION OF STATE HIGHWAY 136, TURN RIGHT AND FOLLOW
 HO0560'HIGHWAY 136 FOR 7.4 MI. TO Y-RD. AND SIGN ---SKUTUMPAH RANCH---, TURN
 HO0560'LEFT AND FOLLOW MAIN TRAVELED RD. FOR 3.2 MI., TURN LEFT AT Y-RD. AND
 HO0560'CONTINUE N. FOR 5.6 MI., TAKE LEFT TURN AT Y-RD. AND CONTINUE N. FOR
 HO0560'0.8 MI. TO RD. FORK LEFT THRU GATE, TRAVEL W. FOR 0.9 MI. TO RD. FORK,
 HO0560'TURN LEFT FOR 0.2 MI. TO RD. FORK, TURN RIGHT FOR 1 MI. TO RD. FORK,
 HO0560'TURN LEFT FOR 0.4 MI. TO END OF RD.  PACK NNW. FOR 45 MINUTES TO TOP
 HO0560'OF RIDGE AND STATION.
 HO0560'
 HO0560'STATION MARK--STANDARD TABLET, STAMPED ---TOM 1964---, SET IN ROCK IN
 HO0560'PLACE.
 HO0560'
 HO0560'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, IN 8 IN. PINE TREE,
 HO0560'20.20 FT. FROM STATION MARK, S 54 DEG 54 MIN W.
 HO0560'
 HO0560'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, IN 5 IN. JUNIPER TREE,
 HO0560'19.06 FT. FROM STATION MARK, N 48 DEG 33 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5817 ***********************************************************************
 AI5817  CBN         -  This is a Cooperative Base Network Control Station.
 AI5817  DESIGNATION -  TOMB
 AI5817  PID         -  AI5817
 AI5817  STATE/COUNTY-  UT/SALT LAKE
 AI5817  COUNTRY     -  US
 AI5817  USGS QUAD   -  FORT DOUGLAS (2017)
 AI5817
 AI5817                         *CURRENT SURVEY CONTROL
 AI5817  ______________________________________________________________________
 AI5817* NAD 83(2011) POSITION- 40 47 00.62252(N) 111 51 26.16747(W)   ADJUSTED
 AI5817* NAD 83(2011) ELLIP HT-  1585.788 (meters)        (06/27/12)   ADJUSTED
 AI5817* NAD 83(2011) EPOCH   -  2010.00
 AI5817* NAVD 88 ORTHO HEIGHT -  1602.3   (meters)     5257.    (feet) GPS OBS
 AI5817  ______________________________________________________________________
 AI5817  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5817  GEOID HEIGHT    -        -16.524 (meters)                     GEOID09
 AI5817  GEOID HEIGHT    -        -16.530 (meters)                     GEOID18
 AI5817  NAD 83(2011) X  - -1,800,991.761 (meters)                     COMP
 AI5817  NAD 83(2011) Y  - -4,489,780.530 (meters)                     COMP
 AI5817  NAD 83(2011) Z  -  4,145,284.540 (meters)                     COMP
 AI5817  LAPLACE CORR    -         14.91  (seconds)                    DEFLEC18
 AI5817
 AI5817  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5817  Standards:
 AI5817         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5817            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5817  -------------------------------------------------------------------
 AI5817  NETWORK    0.61   1.31           0.26   0.24   0.67     -0.09856939
 AI5817  -------------------------------------------------------------------
 AI5817  Click here for local accuracies and other accuracy information.
 AI5817
 AI5817.The horizontal coordinates were established by GPS observations
 AI5817.and adjusted by the National Geodetic Survey in June 2012.
 AI5817
 AI5817.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5817.been affixed to the stable North American tectonic plate. See 
 AI5817.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5817
 AI5817.The horizontal coordinates are valid at the epoch date displayed above
 AI5817.which is a decimal equivalence of Year/Month/Day.
 AI5817
 AI5817.The orthometric height was determined by GPS observations and a
 AI5817.high-resolution geoid model.
 AI5817
 AI5817.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5817.GEOID18 height accuracy estimate available here.
 AI5817
 AI5817.Click photographs - Photos may exist for this station.
 AI5817
 AI5817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5817
 AI5817.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5817
 AI5817.The ellipsoidal height was determined by GPS observations
 AI5817.and is referenced to NAD 83.
 AI5817
 AI5817. The following values were computed from the NAD 83(2011) position.
 AI5817
 AI5817;                    North         East     Units Scale Factor Converg.
 AI5817;SPC UT C     - 2,272,089.792   469,841.985   MT  1.00003596   -0 13 43.9
 AI5817;SPC UT C     - 7,454,347.93  1,541,473.25   sFT  1.00003596   -0 13 43.9
 AI5817;UTM  12      - 4,515,078.138   427,666.594   MT  0.99966440   -0 33 36.0
 AI5817
 AI5817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5817!SPC UT C     -   0.99975131  x   1.00003596  =   0.99978726
 AI5817!UTM  12      -   0.99975131  x   0.99966440  =   0.99941579
 AI5817
 AI5817_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2766615078(NAD 83)
 AI5817
 AI5817                          SUPERSEDED SURVEY CONTROL
 AI5817
 AI5817  NAD 83(2007)-  40 47 00.62217(N)    111 51 26.16826(W) AD(2002.00) 0
 AI5817  ELLIP H (02/10/07) 1585.806  (m)                       GP(2002.00)    
 AI5817  NAD 83(1994)-  40 47 00.62180(N)    111 51 26.16772(W) AD(       ) A
 AI5817  ELLIP H (06/28/00) 1585.822  (m)                       GP(       ) 4 1
 AI5817  NAVD 88 (06/28/00) 1602.4    (m)  GEOID99  model used  GPS OBS        
 AI5817
 AI5817.Superseded values are not recommended for survey control.
 AI5817
 AI5817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5817.See file dsdata.pdf to determine how the superseded data were derived.
 AI5817
 AI5817_MARKER: DD = SURVEY DISK
 AI5817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5817_STAMPING: TOMB 6-1981
 AI5817_MARK LOGO: SLCS
 AI5817_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5817+STABILITY: SURFACE MOTION
 AI5817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5817+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1999
 AI5817
 AI5817  HISTORY     - Date     Condition        Report By
 AI5817  HISTORY     - 1981     MONUMENTED       SLCS
 AI5817  HISTORY     - 19990618 GOOD             SLCS
 AI5817
 AI5817                          STATION DESCRIPTION
 AI5817
 AI5817'DESCRIBED BY SALT LAKE COUNTY SURVEYOR 1999 (EJM)
 AI5817'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF SALT LAKE CITY, ABOUT
 AI5817'2.66 KM (1.65 MI) EAST-NORTHEAST OF THE UTAH STATE CAPITOL BUILDING,
 AI5817'ON A HILLTOP OVERLOOKING THE CITY CEMETERY AND THE NORTHEAST PORTION
 AI5817'OF THE CITY.  OWNERSHIP-- SALT LAKE CITY.  TO REACH THE STATION FROM
 AI5817'THE JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 186 IN SALT LAKE CITY,
 AI5817'GO EAST HIGHWAY 89 FOR 1.0 KM (0.60 MI) TO A T-INTERSECTION. TURN
 AI5817'RIGHT AND GO SOUTH ON HIGHWAY 89 FOR 0.24 KM (0.15 MI) TO AN
 AI5817'INTERSECTION.  TURN LEFT AND GO EAST ON SOUTH TEMPLE FOR 1.37 KM (0.85
 AI5817'MI) TO A SIDE STREET LEFT.  TURN LEFT AND GO NORTH ON I STREET, 600
 AI5817'EAST, FOR 1.3 KM (0.80 MI) TO AN INTERSECTION.  TURN RIGHT AND GO EAST
 AI5817'ON 11TH AVENUE, 550 NORTH, FOR 0.8 KM (0.50 MI) TO A SIDE STREET LEFT.
 AI5817'TURN LEFT AND GO NORTH ON TERRACE HILLS DRIVE, 910 EAST, FOR 1.0 KM
 AI5817'(0.60 MI) TO A CROSS STREET.  TURN RIGHT AND GO SOUTHEAST ON
 AI5817'BONNEVILLE DRIVE, 890 NORTH, FOR 0.5 KM (0.30 MI) TO AN INTERSECTION.
 AI5817'TURN RIGHT AND GO SOUTH FOR 0.2 KM (0.10 MI) TO THE END OF NORTHLAND
 AI5817'DRIVE.  CONTINUE AHEAD AND GO SOUTH AND EAST ON A DIRT ROAD FOR 0.2 KM
 AI5817'(0.10 MI) TO THE SOUTH SIDE OF THE HILL.  TURN LEFT AND GO NORTH TO
 AI5817'THE TOP OF THE HILL AND THE STATION.  THE STATION IS A TRIANGULAR DISK
 AI5817'SET IN TOP OF A 20 CM (8 INCH) DIAMETER ROUND CONCRETE MONUMENT THAT
 AI5817'IS FLUSH WITH THE GROUND.  IT IS 0.9 M (3.0 FT) NORTH OF A 0.9 M (3.0
 AI5817'FT) BY 1.2 M (3.9 FT) GRANITE BOULDER THAT PROJECTS 0.6 M (2.0 FT)
 AI5817'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0429 ***********************************************************************
 LP0429  DESIGNATION -  TOOELE
 LP0429  PID         -  LP0429
 LP0429  STATE/COUNTY-  UT/TOOELE
 LP0429  COUNTRY     -  US
 LP0429  USGS QUAD   -  TOOELE (2017)
 LP0429
 LP0429                         *CURRENT SURVEY CONTROL
 LP0429  ______________________________________________________________________
 LP0429* NAD 83(1994) POSITION- 40 30 03.12543(N) 112 15 13.46053(W)   ADJUSTED
 LP0429* NAVD 88 ORTHO HEIGHT -  2137.    (meters)     7011.    (feet) SCALED
 LP0429  ______________________________________________________________________
 LP0429  GEOID HEIGHT    -        -17.060 (meters)                     GEOID18
 LP0429  LAPLACE CORR    -         15.79  (seconds)                    DEFLEC18
 LP0429  HORZ ORDER      -  FIRST
 LP0429
 LP0429.The horizontal coordinates were established by classical geodetic methods
 LP0429.and adjusted by the National Geodetic Survey in November 1997.
 LP0429
 LP0429.The orthometric height was scaled from a topographic map.
 LP0429
 LP0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0429.GEOID18 height accuracy estimate available here.
 LP0429
 LP0429.Click photographs - Photos may exist for this station.
 LP0429
 LP0429.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0429
 LP0429. The following values were computed from the NAD 83(1994) position.
 LP0429
 LP0429;                    North         East     Units Scale Factor Converg.
 LP0429;SPC UT C     - 2,240,912.676   436,110.960   MT  0.99996631   -0 28 58.2
 LP0429;SPC UT C     - 7,352,061.00  1,430,807.37   sFT  0.99996631   -0 28 58.2
 LP0429;UTM  12      - 4,484,106.032   393,765.882   MT  0.99973892   -0 48 51.6
 LP0429
 LP0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0429!SPC UT C     -   0.99966752  x   0.99996631  =   0.99963384
 LP0429!UTM  12      -   0.99966752  x   0.99973892  =   0.99940653
 LP0429
 LP0429:                Primary Azimuth Mark                     Grid Az
 LP0429:SPC UT C     -  TOOELE AZ MK                             015 20 01.3
 LP0429:UTM  12      -  TOOELE AZ MK                             015 39 54.7
 LP0429
 LP0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK9376584106(NAD 83)
 LP0429
 LP0429|---------------------------------------------------------------------|
 LP0429| PID    Reference Object                     Distance      Geod. Az  |
 LP0429|                                                           dddmmss.s |
 LP0429| CM6611 TOOELE AZ MK                                       0145103.1 |
 LP0429| CM6612 TOOELE RM 1                           5.437 METERS 11027     |
 LP0429| CM6613 TOOELE RM 2                           7.453 METERS 18020     |
 LP0429| LP0432 BURMESTER RAILROAD WATER TANK       APPROX.27.2 KM 3211940.5 |
 LP0429| LP0426 UTAH WOOL PULLING CO STACK          APPROX.17.0 KM 3471815.3 |
 LP0429|---------------------------------------------------------------------|
 LP0429
 LP0429                          SUPERSEDED SURVEY CONTROL
 LP0429
 LP0429  NAD 83(1993)-  40 30 03.11869(N)    112 15 13.46203(W) AD(       ) 1
 LP0429  NAD 83(1986)-  40 30 03.11698(N)    112 15 13.45191(W) AD(       ) 1
 LP0429  NAD 27      -  40 30 03.31627(N)    112 15 10.65203(W) AD(       ) 1
 LP0429
 LP0429.Superseded values are not recommended for survey control.
 LP0429
 LP0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0429.See file dsdata.pdf to determine how the superseded data were derived.
 LP0429
 LP0429_MARKER: DS = TRIANGULATION STATION DISK
 LP0429_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0429_STAMPING: TOOELE 1938
 LP0429_MARK LOGO: CGS
 LP0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0429
 LP0429  HISTORY     - Date     Condition        Report By
 LP0429  HISTORY     - 1938     MONUMENTED       CGS
 LP0429  HISTORY     - 1955     POOR             USGS
 LP0429  HISTORY     - 1980     POOR             LOCENG
 LP0429
 LP0429                          STATION DESCRIPTION
 LP0429
 LP0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 LP0429'STATION IS IN THE NORTH CENTRAL PART OF UTAH IN THE EXTREME
 LP0429'EAST CENTRAL PART OF TOOELE COUNTY IN THE WESTERN FOOT-HILLS
 LP0429'OF THE OQUIRRH MOUNTAINS.  IT IS LOCATED ON A STEEP BRUSH
 LP0429'COVERED SPUR BETWEEN SETTLEMENT CANYON TO THE SW AND MIDDLE
 LP0429'CANYON TO THE NE.
 LP0429'
 LP0429'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 LP0429'DESCRIBED.  REFERENCE MARKS ARE STANDARD BRONZE
 LP0429'DISKS SET IN CONCRETE AS DESCRIBED.  AZIMUTH MARK
 LP0429'IS A STANDARD BRONZE DISK IN A BOULDER AS DESCRIBED.
 LP0429'
 LP0429'THE STATION BEARS 114 DEG MAGNETIC AND IS ABOUT 3 MILES AIRLINE
 LP0429'SOUTHEAST OF THE BANK CORNER OF TOOELE, ABOUT 25 MILES SOUTHWEST
 LP0429'OF SALT LAKE CITY AND ABOUT 12 MILES AIRLINE SOUTHEAST OF THE
 LP0429'SOUTH SHORE OF SALT LAKE.
 LP0429'
 LP0429'STATION IS REACHED FROM TOOELE, FIRST NATIONAL BANK CORNER,
 LP0429'BY PAVED HIGHWAY UTAH 36 SOUTH 0.85 MILE.  THENCE BEAR LEFT,
 LP0429'SOUTHEAST, ON GRADED GRAVEL ROAD UP SETTLEMENT CANYON 1.45
 LP0429'MILES TO A TRAIL ROAD TO LEFT UP BRANCH CANYON, ABOUT 30
 LP0429'YARDS BEFORE REACHING TRAIL ROAD TO RIGHT LEADING TO PICNIC
 LP0429'GROUNDS.  HERE TURN LEFT, EAST, ON TRAIL ROAD AND FOLLOW UP
 LP0429'CANYON, FOLLOWING OLD PIPE LINE, FOR 1.3 MILES TO A POINT
 LP0429'WHERE TRAIL BEARS LEFT UP A STEEP SANDY SLOPE.  FROM HERE PACK
 LP0429'UP TRAIL TO NORTHEAST ABOUT 150 YARDS TO TWO GOOD SPRINGS.
 LP0429'THENCE CONTINUE ON UP TRAIL, BEARING SLIGHTLY TO THE LEFT,
 LP0429'TO TOP OF SADDLE.  JUST BEFORE REACHING SADDLE, TRAIL FADES
 LP0429'OUT, SO KEEP TO LEFT OF OAK BRUSH IN CLEARING TO TOP OF
 LP0429'SADDLE AND A GOOD TRAIL WILL BE PICKED UP AGAIN.  FROM THE
 LP0429'SADDLE THE STATION BEARS ABOUT 64 DEG MAGNETIC AND IS ON
 LP0429'THE FIRST STEEP RIDGE COMING DOWN FROM THE HIGH MOUNTAINS
 LP0429'TO THE NORTHEAST OF THE SADDLE.  THERE IS A HIGHER TIMBERED
 LP0429'KNOLL SHOWING JUST OVER AND IN LINE WITH THE STATION
 LP0429'FROM THE SADDLE.  CONTINUE DOWN ON MAIN TRAIL TO THE NORTHEAST
 LP0429'ABOUT 600 YARDS.  THENCE BEAR RIGHT, EAST, INTO THE BRUSH,
 LP0429'KEEPING TO THE LEFT OF A DEEP TIMBERED RAVINE, CLIMB CREST OF
 LP0429'STEEP RIDGE ABOUT 1/2 MILE TO STATION.
 LP0429'
 LP0429'THE STATION IS ON A SMALL NEARLY FLAT SHELF ABOUT 100 YARDS
 LP0429'ABOVE A SMALL GROUP OF FIR TREES, THE FIRST ON THE CREST OF THE
 LP0429'RIDGE.  NEAR THE FOOT OF THE STATION RIDGE THERE IS A LARGE
 LP0429'DEAD WHITISH BUSH.
 LP0429'
 LP0429'THE AZIMUTH MARK IS ON A ROCK OUTCROP ON A KNOLL ABOUT 0.5
 LP0429'MILE NORTHEAST AND ABOUT THE SAME ELEVATION WITH THE STATION.
 LP0429'IT IS ABOUT 3/4 HOUR PACK FROM THE STATION.
 LP0429'
 LP0429'STATION IS ABOUT 1-1/2 TO 2 HOURS PACK FROM END OF TRUCK
 LP0429'TRAVEL.  GOOD WATER CAN BE HAD AT SPRINGS ABOUT 150 YARDS
 LP0429'ABOVE END OF TRUCK TRAVEL.
 LP0429'
 LP0429'HEIGHT OF LIGHT ABOVE STATION MARK - 0.5 METER.
 LP0429
 LP0429                          STATION RECOVERY (1955)
 LP0429
 LP0429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LP0429'STATION MARK AND R.M. 1 ARE LOOSE IN CAST IRON POSTS.  THE
 LP0429'WELDS HAVE BROKEN.  R.M. 2 IS IN GOOD CONDITION.
 LP0429'
 LP0429'TO REACH FROM MAIN AND VINE STREETS IN TOOELE, GO E 0.3 MILE
 LP0429'ON VINE TO 2ND EAST ST. THENCE S 0.55 MILE TO FORK, TURN LEFT
 LP0429'AND GO E 1.3 MILE TO A CROSS ROAD, TURN RIGHT AND GO S 0.5 MILE
 LP0429'TO A GATE AND A FORK, TAKE RIGHT FORK THRU GATE 0.05 MILE TO A
 LP0429'FORK, TAKE LEFT FORK SE 0.8 MILE TO END.  PACK UP CANYON ABOUT
 LP0429'0.3 MILE TO SCATTERED FIR TREES, CLIMB RIDGE TO RIGHT ABOUT
 LP0429'0.3 MILE TO STATION.  ABOUT 45 MINUTE PACK.
 LP0429
 LP0429                          STATION RECOVERY (1980)
 LP0429
 LP0429'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (JDH)
 LP0429'STATION POINT.  CAST IRON PIPE IN PLACE, NO CAP.
 LP0429'
 LP0429'RM 1 BRONZE CAP LOOSE IN CAST IRON PIPE-WELDS HAVE CORRODED LOOSE.
 LP0429'
 LP0429'RM 2 CAP MISSING CAST IRON PIPE STILL IN PLACE
 LP0429'
 LP0429'AZ MK BRONZE CAP IN ROCK OUTCROP AS DESCRIBED GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0594 ***********************************************************************
 HO0594  DESIGNATION -  TOP
 HO0594  PID         -  HO0594
 HO0594  STATE/COUNTY-  UT/IRON
 HO0594  COUNTRY     -  US
 HO0594  USGS QUAD   -  ENOCH NE (2017)
 HO0594
 HO0594                         *CURRENT SURVEY CONTROL
 HO0594  ______________________________________________________________________
 HO0594* NAD 83(1994) POSITION- 37 58 04.73647(N) 113 06 55.57753(W)   ADJUSTED
 HO0594* NAVD 88 ORTHO HEIGHT -  1873.2   (meters)     6146.    (feet) VERTCON3
 HO0594  ______________________________________________________________________
 HO0594  GEOID HEIGHT    -        -21.713 (meters)                     GEOID18
 HO0594  LAPLACE CORR    -          6.59  (seconds)                    DEFLEC18
 HO0594  HORZ ORDER      -  THIRD
 HO0594
 HO0594.The horizontal coordinates were established by classical geodetic methods
 HO0594.and adjusted by the National Geodetic Survey in November 1997.
 HO0594
 HO0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0594
 HO0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0594.GEOID18 height accuracy estimate available here.
 HO0594
 HO0594.Click photographs - Photos may exist for this station.
 HO0594
 HO0594.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0594
 HO0594. The following values were computed from the NAD 83(1994) position.
 HO0594
 HO0594;                    North         East     Units Scale Factor Converg.
 HO0594;SPC UT S     - 3,145,651.488   358,063.664   MT  0.99995643   -0 59 23.1
 HO0594;SPC UT S     -10,320,358.26  1,174,747.20   sFT  0.99995643   -0 59 23.1
 HO0594;UTM  12      - 4,204,373.590   314,179.095   MT  1.00002529   -1 18 06.6
 HO0594
 HO0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0594!SPC UT S     -   0.99970956  x   0.99995643  =   0.99966600
 HO0594!UTM  12      -   0.99970956  x   1.00002529  =   0.99973484
 HO0594
 HO0594:                Primary Azimuth Mark                     Grid Az
 HO0594:SPC UT S     -  LADYBUG                                  038 55 04.7
 HO0594:UTM  12      -  LADYBUG                                  039 13 48.2
 HO0594
 HO0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH1417904373(NAD 83)
 HO0594
 HO0594|---------------------------------------------------------------------|
 HO0594| PID    Reference Object                     Distance      Geod. Az  |
 HO0594|                                                           dddmmss.s |
 HO0594| JO0561 LADYBUG                             APPROX.10.5 KM 0375541.6 |
 HO0594|---------------------------------------------------------------------|
 HO0594
 HO0594                          SUPERSEDED SURVEY CONTROL
 HO0594
 HO0594  NAD 83(1986)-  37 58 04.73236(N)    113 06 55.57244(W) AD(       ) 3
 HO0594  NAD 27      -  37 58 04.83344(N)    113 06 52.73280(W) AD(       ) 3
 HO0594  NGVD 29 (07/19/86) 1872.1    (m)         6142.     (f) VERT ANG       
 HO0594
 HO0594.Superseded values are not recommended for survey control.
 HO0594
 HO0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0594.See file dsdata.pdf to determine how the superseded data were derived.
 HO0594
 HO0594_MARKER: DB = BENCH MARK DISK
 HO0594_SETTING: 66 = SET IN ROCK OUTCROP
 HO0594_STAMPING: TOP 1949
 HO0594_MARK LOGO: USGS
 HO0594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0594+STABILITY: POSITION/ELEVATION WELL
 HO0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0594+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2021
 HO0594
 HO0594  HISTORY     - Date     Condition        Report By
 HO0594  HISTORY     - 1949     MONUMENTED       USGS
 HO0594  HISTORY     - 20210401 GOOD             INDIV
 HO0594
 HO0594                          STATION DESCRIPTION
 HO0594
 HO0594'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 HO0594'LOCATED ABOUT 21.0 MI. N. OF CEDAR CITY, 18.2 MI. ESE. OF LUND, ON A
 HO0594'SAGEBRUSH COVERED ROCKY RIDGE EXTENDING S. FROM HIGHER RIDGES ON N.
 HO0594'TO FLAT DESERT TO THE S.  STATION IS ON HIGHER NW. END AND 8 FT. SE.
 HO0594'OF CAIRN.
 HO0594'
 HO0594'TO REACH FROM CEDAR CITY, DRIVE N. FOR 6.5 MI. ON U.S. HIGHWAY 91,
 HO0594'TURN LEFT (W.) FOR 1.9 MI., TURN RIGHT (N.) FOR 4.8 MI. TO RD. FORKS,
 HO0594'TAKE RIGHT FORK (NE.) FOR 2.0 MI., TURN LEFT 6.6 MI. TO CROSSROADS,
 HO0594'TURN LEFT (W.) FOR 5.3 MI., TURN RIGHT 0.3 MI. ON DIM RD. TO DRAW,
 HO0594'TURN UP DRAW AND GO 0.9 MI. N. TO END OF RD.  WALK SW. UP HILL THROUGH
 HO0594'CEDARS 0.2 MI. TO STATION.
 HO0594'
 HO0594'STATION MARK--STANDARD TABLET, STAMPED ---TOP 1949---, CEMENTED IN
 HO0594'ROCK.
 HO0594'
 HO0594'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0594'1---, CEMENTED IN ROCK.
 HO0594'
 HO0594'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 HO0594'2---, CEMENTED IN ROCK.
 HO0594
 HO0594                          STATION RECOVERY (2021)
 HO0594
 HO0594'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 HO0594'TO REACH FROM CEDAR CITY, TAKE I-15 EXIT 62 AND GO NORTH ON UT 130 FOR
 HO0594'14.1 MI (22.7 KM).  TURN LEFT ONTO A GRADED DIRT ROAD, SIGNED 'GAP
 HO0594'ROAD' AND GO 5.2 MI (8.4 KM).  TURN RIGHT ONTO A DIM JEEP TRAIL,
 HO0594'FOLLOW THE TRAIL NORTH THEN WEST THEN SOUTH FOR 3.4 MI (5.5 KM).  FROM
 HO0594'HERE HIKE SOUTH TO THE SUMMIT AND THE STATION.  ABOUT A 0.4 MI (0.6
 HO0594'KM) HIKE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0451 ***********************************************************************
 KN0451  DESIGNATION -  TOP
 KN0451  PID         -  KN0451
 KN0451  STATE/COUNTY-  UT/JUAB
 KN0451  COUNTRY     -  US
 KN0451  USGS QUAD   -  SLATE JACK CANYON (2017)
 KN0451
 KN0451                         *CURRENT SURVEY CONTROL
 KN0451  ______________________________________________________________________
 KN0451* NAD 83(1994) POSITION- 39 46 35.67388(N) 111 56 56.61232(W)   ADJUSTED
 KN0451* NAVD 88 ORTHO HEIGHT -  2094.7   (meters)     6872.    (feet) VERTCON3
 KN0451  ______________________________________________________________________
 KN0451  GEOID HEIGHT    -        -17.654 (meters)                     GEOID18
 KN0451  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 KN0451  HORZ ORDER      -  THIRD
 KN0451
 KN0451.The horizontal coordinates were established by classical geodetic methods
 KN0451.and adjusted by the National Geodetic Survey in November 1997.
 KN0451
 KN0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0451
 KN0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0451.GEOID18 height accuracy estimate available here.
 KN0451
 KN0451.Click photographs - Photos may exist for this station.
 KN0451
 KN0451.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0451
 KN0451. The following values were computed from the NAD 83(1994) position.
 KN0451
 KN0451;                    North         East     Units Scale Factor Converg.
 KN0451;SPC UT C     - 2,160,323.077   461,532.470   MT  0.99989934   -0 17 15.6
 KN0451;SPC UT C     - 7,087,659.96  1,514,211.11   sFT  0.99989934   -0 17 15.6
 KN0451;UTM  12      - 4,403,390.516   418,724.518   MT  0.99968132   -0 36 26.1
 KN0451
 KN0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0451!SPC UT C     -   0.99967425  x   0.99989934  =   0.99957362
 KN0451!UTM  12      -   0.99967425  x   0.99968132  =   0.99935567
 KN0451
 KN0451:                Primary Azimuth Mark                     Grid Az
 KN0451:SPC UT C     -  STARR                                    346 40 29.4
 KN0451:UTM  12      -  STARR                                    346 59 39.9
 KN0451
 KN0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK1872403390(NAD 83)
 KN0451
 KN0451|---------------------------------------------------------------------|
 KN0451| PID    Reference Object                     Distance      Geod. Az  |
 KN0451|                                                           dddmmss.s |
 KN0451| KN0450 STARR                               APPROX. 4.3 KM 3462313.8 |
 KN0451|---------------------------------------------------------------------|
 KN0451
 KN0451                          SUPERSEDED SURVEY CONTROL
 KN0451
 KN0451  NAD 83(1993)-  39 46 35.67417(N)    111 56 56.61152(W) AD(       ) 3
 KN0451  NAD 83(1986)-  39 46 35.65827(N)    111 56 56.60447(W) AD(       ) 3
 KN0451  NAD 27      -  39 46 35.83365(N)    111 56 53.82160(W) AD(       ) 3
 KN0451  NGVD 29 (07/19/86) 2093.5    (m)         6868.     (f) VERT ANG       
 KN0451
 KN0451.Superseded values are not recommended for survey control.
 KN0451
 KN0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0451.See file dsdata.pdf to determine how the superseded data were derived.
 KN0451
 KN0451_MARKER: DD = SURVEY DISK
 KN0451_SETTING: 66 = SET IN ROCK OUTCROP
 KN0451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0451+STABILITY: POSITION/ELEVATION WELL
 KN0451
 KN0451  HISTORY     - Date     Condition        Report By
 KN0451  HISTORY     - 1930     MONUMENTED       USGS
 KN0451
 KN0451                          STATION DESCRIPTION
 KN0451
 KN0451'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 KN0451'LOCATED ABOUT 8.5 MI. NW. OF NEPHI, 6 MI. SW. OF MONA, ON HIGHEST
 KN0451'POINT OF RIDGE WITH SCATTERED SCRUB-CEDAR GROWTH.
 KN0451'
 KN0451'TO REACH FROM NEPHI AT INTERSECTION OF U.S. HIGHWAY 91 AND STATE
 KN0451'HIGHWAY 132, FOLLOW STATE HIGHWAY 132 W. FOR 6.2 MI. TO RD. FORKS
 KN0451'AFTER PASSING HILL CREST, TURN RIGHT AND FOLLOW GRAVEL RD. N. FOR 3.9
 KN0451'MI. TO RD. FORKS, TURN RIGHT NE. ON TRACK RD. AND GO UP DRAW FOR 2.2
 KN0451'MI. AND END OF TRUCK TRAVEL AT SHEEP TANKS.  PACK UP RIDGE ON SE.
 KN0451'WHICH BEARS ESE. TO HIGHEST POINT.  ABOUT A 30 MINUTE PACK.
 KN0451'
 KN0451'STATION MARK - A STANDARD  USGS TABLET STAMPED ---TOP 1950--- IN ROCK
 KN0451'LEVEL WITH GROUND.
 KN0451'
 KN0451'REFERENCE MARK NO.1 - A STANDARD REFERENCE MARK TABLET STAMPED
 KN0451'---NO.1--- TOP OF TABLET BROKEN FROM SHAFT BUT IN PLACE.  40.80 FT.
 KN0451'FROM STATION MARK, S 03 DEG 44 MIN W.
 KN0451'
 KN0451'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED
 KN0451'---NO.2--- CEMENTED IN ROCK, 24.95 FT. FROM STATION MARK AND 4 FT.
 KN0451'LOWER, N 39 DEG 11 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0558 ***********************************************************************
 JO0558  DESIGNATION -  TOPACHE
 JO0558  PID         -  JO0558
 JO0558  STATE/COUNTY-  UT/BEAVER
 JO0558  COUNTRY     -  US
 JO0558  USGS QUAD   -  PICACHO PEAK (2017)
 JO0558
 JO0558                         *CURRENT SURVEY CONTROL
 JO0558  ______________________________________________________________________
 JO0558* NAD 83(1994) POSITION- 38 20 05.12899(N) 113 09 12.06544(W)   ADJUSTED
 JO0558* NAVD 88 ORTHO HEIGHT -  2102.93  (+/-2cm)     6899.4   (feet) VERTCON3
 JO0558  ______________________________________________________________________
 JO0558  GEOID HEIGHT    -        -21.039 (meters)                     GEOID18
 JO0558  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 JO0558  HORZ ORDER      -  SECOND
 JO0558  VERT ORDER      -  THIRD ? (See Below)
 JO0558
 JO0558.The horizontal coordinates were established by classical geodetic methods
 JO0558.and adjusted by the National Geodetic Survey in November 1997.
 JO0558
 JO0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0558
 JO0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0558.GEOID18 height accuracy estimate available here.
 JO0558
 JO0558.The vertical order pertains to the NGVD 29 superseded value.
 JO0558
 JO0558.Click photographs - Photos may exist for this station.
 JO0558
 JO0558.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0558
 JO0558. The following values were computed from the NAD 83(1994) position.
 JO0558
 JO0558;                    North         East     Units Scale Factor Converg.
 JO0558;SPC UT S     - 3,186,414.128   355,452.579   MT  0.99999741   -1 00 46.8
 JO0558;SPC UT S     -10,454,093.68  1,166,180.67   sFT  0.99999741   -1 00 46.8
 JO0558;UTM  12      - 4,245,152.409   311,793.814   MT  1.00003625   -1 20 09.7
 JO0558
 JO0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0558!SPC UT S     -   0.99967344  x   0.99999741  =   0.99967085
 JO0558!UTM  12      -   0.99967344  x   1.00003625  =   0.99970968
 JO0558
 JO0558:                Primary Azimuth Mark                     Grid Az
 JO0558:SPC UT S     -  FRISCO 2                                 331 25 22.8
 JO0558:UTM  12      -  FRISCO 2                                 331 44 45.7
 JO0558
 JO0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH1179345152(NAD 83)
 JO0558
 JO0558|---------------------------------------------------------------------|
 JO0558| PID    Reference Object                     Distance      Geod. Az  |
 JO0558|                                                           dddmmss.s |
 JO0558| CM6614 TOPACHE RM 1                         17.522 METERS 20721     |
 JO0558| CM6615 TOPACHE RM 2                         11.605 METERS 29226     |
 JO0558| JO0547 FRISCO 2                            APPROX.23.7 KM 3302436.0 |
 JO0558|---------------------------------------------------------------------|
 JO0558
 JO0558                          SUPERSEDED SURVEY CONTROL
 JO0558
 JO0558  NAD 83(1986)-  38 20 05.12455(N)    113 09 12.06236(W) AD(       ) 2
 JO0558  NAD 27      -  38 20 05.24979(N)    113 09 09.20583(W) AD(       ) 2
 JO0558  NGVD 29            2101.80   (m)         6895.7    (f) LEVELING    3  
 JO0558
 JO0558.Superseded values are not recommended for survey control.
 JO0558
 JO0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0558.See file dsdata.pdf to determine how the superseded data were derived.
 JO0558
 JO0558_MARKER: DD = SURVEY DISK
 JO0558_SETTING: 66 = SET IN ROCK OUTCROP
 JO0558_STAMPING: TOPACHE 1971
 JO0558_MARK LOGO: USGS
 JO0558_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0558+STABILITY: POSITION/ELEVATION WELL
 JO0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0558+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2011
 JO0558
 JO0558  HISTORY     - Date     Condition        Report By
 JO0558  HISTORY     - 1971     MONUMENTED       USGS
 JO0558  HISTORY     - 20110501 GOOD             GEOCAC
 JO0558
 JO0558                          STATION DESCRIPTION
 JO0558
 JO0558'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0558'RM 1 - RM 2 NOT MEASURED
 JO0558'
 JO0558'LOCATED ABOUT 10.5 MI NW. OF MINERSVILLE.  ABOUT 8.5 MI SW. OF
 JO0558'MILFORD.  ON PEAK NAMED TOPACHE PEAK.
 JO0558'
 JO0558'REACHED BY HELICOPTER.
 JO0558'
 JO0558'THE BEST APPROACH BY TRUCK WOULD BE FROM THE S. ALONG ONE OF THE
 JO0558'MANY MINING RDS. IN THE AREA.  TO REACH FROM MILFORD GO SW. ALONG
 JO0558'MAIN RD. ON W. SIDE OF ESCALANTE DESERT FOR ABOUT 9.5 MI.  TURN
 JO0558'RIGHT AND WORK YOUR WAY ALONG OLD MINING RDS. W. AND THEN N.
 JO0558'TOWARDS PROMINENT TOP AND STATION MARK ON HIGHEST POINT.
 JO0558'
 JO0558'STATION MARK--A STANDARD U.S. GEOLOGICAL SURVEY ALUMINUM TABLET
 JO0558'STAMPED TOPACHE 1971 SET IN A SOLID ROCK OUTCROP FLUSH WITH GROUND.
 JO0558'
 JO0558'REFERENCE MARK NO. 1--A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 JO0558'MARK TABLET STAMPED TOPACHE NO 1 1971 SET IN A SOLID ROCK OUTCROP.
 JO0558'
 JO0558'REFERENCE MARK NO. 2--A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 JO0558'MARK TABLET STAMPED TOPACHE NO 2 1971 SET IN A SOLID ROCK OUTCROP
 JO0558'PROJECTING 3 FT ABOVE GROUND.
 JO0558
 JO0558                          STATION RECOVERY (2011)
 JO0558
 JO0558'RECOVERY NOTE BY GEOCACHING 2011
 JO0558'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0447 ***********************************************************************
 KO0447  DESIGNATION -  TOPAZ
 KO0447  PID         -  KO0447
 KO0447  STATE/COUNTY-  UT/JUAB
 KO0447  COUNTRY     -  US
 KO0447  USGS QUAD   -  TOPAZ MOUNTAIN EAST (2017)
 KO0447
 KO0447                         *CURRENT SURVEY CONTROL
 KO0447  ______________________________________________________________________
 KO0447* NAD 83(1994) POSITION- 39 42 33.94406(N) 113 06 21.44666(W)   ADJUSTED
 KO0447* NAVD 88 ORTHO HEIGHT -  2149.6   (meters)     7052.    (feet) VERTCON3
 KO0447  ______________________________________________________________________
 KO0447  GEOID HEIGHT    -        -19.238 (meters)                     GEOID18
 KO0447  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 KO0447  HORZ ORDER      -  FIRST
 KO0447
 KO0447.The horizontal coordinates were established by classical geodetic methods
 KO0447.and adjusted by the National Geodetic Survey in November 1997.
 KO0447
 KO0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0447
 KO0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0447.GEOID18 height accuracy estimate available here.
 KO0447
 KO0447.Click photographs - Photos may exist for this station.
 KO0447
 KO0447.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0447
 KO0447. The following values were computed from the NAD 83(1994) position.
 KO0447
 KO0447;                    North         East     Units Scale Factor Converg.
 KO0447;SPC UT C     - 2,154,008.134   362,302.595   MT  0.99990121   -1 01 43.5
 KO0447;SPC UT C     - 7,066,941.69  1,188,654.43   sFT  0.99990121   -1 01 43.5
 KO0447;UTM  12      - 4,397,627.723   319,468.922   MT  1.00000126   -1 20 45.1
 KO0447
 KO0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0447!SPC UT C     -   0.99966589  x   0.99990121  =   0.99956713
 KO0447!UTM  12      -   0.99966589  x   1.00000126  =   0.99966715
 KO0447
 KO0447:                Primary Azimuth Mark                     Grid Az
 KO0447:SPC UT C     -  DETROIT                                  354 44 52.3
 KO0447:UTM  12      -  DETROIT                                  355 03 53.9
 KO0447
 KO0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ1946897627(NAD 83)
 KO0447
 KO0447|---------------------------------------------------------------------|
 KO0447| PID    Reference Object                     Distance      Geod. Az  |
 KO0447|                                                           dddmmss.s |
 KO0447| CM6616 TOPAZ RM 1                            6.122 METERS 23038     |
 KO0447| CM6617 TOPAZ RM 2                            3.433 METERS 34603     |
 KO0447| KO0446 DETROIT                             APPROX.27.0 KM 3534308.8 |
 KO0447|---------------------------------------------------------------------|
 KO0447
 KO0447                          SUPERSEDED SURVEY CONTROL
 KO0447
 KO0447  NAD 83(1986)-  39 42 33.93714(N)    113 06 21.43392(W) AD(       ) 1
 KO0447  NAD 27      -  39 42 34.13660(N)    113 06 18.53272(W) AD(       ) 1
 KO0447  NGVD 29 (07/19/86) 2148.4    (m)         7049.     (f) VERT ANG       
 KO0447
 KO0447.Superseded values are not recommended for survey control.
 KO0447
 KO0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0447.See file dsdata.pdf to determine how the superseded data were derived.
 KO0447
 KO0447_MARKER: DD = SURVEY DISK
 KO0447_SETTING: 66 = SET IN ROCK OUTCROP
 KO0447_STAMPING: TOPAZ 1952
 KO0447_MARK LOGO: USGS
 KO0447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0447+STABILITY: POSITION/ELEVATION WELL
 KO0447
 KO0447  HISTORY     - Date     Condition        Report By
 KO0447  HISTORY     - 1952     MONUMENTED       USGS
 KO0447  HISTORY     - 1965     GOOD             USGS
 KO0447
 KO0447                          STATION DESCRIPTION
 KO0447
 KO0447'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 KO0447'LOCATED ABOUT 36 MI. (AIRLINE) NW. OF DELTA, 8.5 MI. NW. OF JOY, ON
 KO0447'HIGHEST PART OF LIGHT COLORED TOPAZ MOUNTAIN.
 KO0447'
 KO0447'TO REACH FROM DELTA, DRIVE W. AND N. ON STATE HIGHWAY 99 FOR 7.0 MI.
 KO0447'TO CROSSROADS, TURN LEFT 7.8 MI. TO END OF OILED RD., GO RIGHT (NW.)
 KO0447'3.8 MI. TO CROSSROADS, GO RIGHT (NW.) 10.1 MI. TO Y-RD., GO STRAIGHT
 KO0447'AHEAD (N.) 8.5 MI. TO T-RD., TURN LEFT (W.) 5.3 MI. TO Y-RD., DRIVE
 KO0447'RIGHT (NW.) 2.8 MI. TO DRAIN CROSSING, GO RIGHT (E.) UP DRAIN 3.5 MI.
 KO0447'(IN FOUR-WHEEL DRIVE) AND TURN RIGHT (E.) OUT OF DRAINBED AND ACROSS
 KO0447'COUNTRY 0.1 MI. TO BASE OF MOUNTAIN AND END OF TRUCK TRAVEL.  PACK
 KO0447'SE. UP MOUNTAIN TO HIGHEST PART OF MOUNTAIN, JUST N. OF GROUP OF
 KO0447'SCRUB TREES AND STATION.  ABOUT 1 HOUR PACK.
 KO0447'
 KO0447'STATION MARK--STANDARD TABLET, STAMPED ---TOPAZ 1952---, CEMENTED IN
 KO0447'OUTCROP.
 KO0447'
 KO0447'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 KO0447'ROCK OUTCROP.
 KO0447'
 KO0447'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 KO0447'ROCK OUTCROP.
 KO0447'
 KO0447'NOTE--LOWEST PART OF SADDLE 255 FT. NW. OF STATION IS 48.1 FT. LOWER
 KO0447'THAN STATION.
 KO0447
 KO0447                          STATION RECOVERY (1965)
 KO0447
 KO0447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 (CAA)
 KO0447'STATION IS LOCATED ABOUT 56 MILES EAST-SOUTHEAST OF EUREKA,
 KO0447'ABOUT 38 MILES NORTHWEST OF DELTA AND ABOUT 31 MILES SOUTH-SOUTHWEST
 KO0447'OF DUGWAY ON THE HIGHEST POINT OF MOUNTAIN LOCALLY KNOWN AS
 KO0447'TOPAZ MOUNTAIN.
 KO0447'
 KO0447'TO REACH FROM THE GUARD GATE OF DUGWAY PROVING GROUND (EASY
 KO0447'AREA), GO SOUTHERLY ON GRAVEL ROAD FOR 6.7 MILES TO FORK,
 KO0447'TAKE RIGHT FORK AND CONTINUE FOR 4 MILES TO CROSSROAD, TURN
 KO0447'RIGHT AND GO WESTERLY FOR 27 MILE TO SIDE LEFT, GOVERNMENT
 KO0447'WELL ON LEFT AND SIGN DELTA 54 MI., TURN LEFT AND GO SOUTHERLY
 KO0447'FOR 14 MILES TO T ROAD, TURN RIGHT AND GO WESTERLY FOR 1
 KO0447'MILE TO FORK, KEEP RIGHT FORK AND CONTINUE FOR 0.65 MILE TO
 KO0447'A SIDE ROAD LEFT AND SIGN DELTA 39 MI., CONTINUE WESTERLY FOR
 KO0447'2 MILES TO CROSSROAD AND SIGN TOPAZ AREA, TURN RIGHT AND GO
 KO0447'NORTHERLY ON TRACK ROAD FOR 1.15 MILE TO FORK, TAKE LEFT
 KO0447'FORK AND GO WESTERLY FOR 1 MILE TO FORK AT WASH, TAKE RIGHT
 KO0447'FORK AND FOLLOW WASH NORTHERLY FOR 0.7 MILE TO A CAMPING
 KO0447'AREA, TURN SHARP LEFT AND FOLLOW WASH FOR 0.5 MILE TO
 KO0447'END OF TRUCK TRAVEL.  FROM HERE PACK WEST UP HILL TO
 KO0447'SADDLE, THENCE NORTHWEST UP STEEP SPUR, THENCE NORTHERLY
 KO0447'ALONG TOP OF RIDGE TO HIGHEST POINT AND STATION.
 KO0447'
 KO0447'STATION MARK, A U.S. GEOLOGICAL SURVEY STATION DISK STAMPED
 KO0447'TOPAZ 1952, IS SET IN A DRILL HOLE IN OUTCROPPING ROCK WHICH
 KO0447'PROJECTS 1 INCH AND ON THE HIGHEST POINT OF PEAK.
 KO0447'
 KO0447'REFERENCE MARK 1, A U.S. GEOLOGICAL REFERENCE DISK STAMPED
 KO0447'NO 1, IS SET IN A DRILL HOLE IN OUTCROPPING ROCK AND ABOUT
 KO0447'3 FEET LOWER THAN THE STATION.
 KO0447'
 KO0447'REFERENCE MARK 2, A U.S. GEOLOGICAL REFERENCE DISK STAMPED
 KO0447'NO 2, IS SET IN A DRILL HOLE IN OUTCROPPING ROCK AND ABOUT
 KO0447'THE SAME ELEVATION AS THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5818 ***********************************************************************
 AI5818  CBN         -  This is a Cooperative Base Network Control Station.
 AI5818  DESIGNATION -  TOSH
 AI5818  PID         -  AI5818
 AI5818  STATE/COUNTY-  UT/SALT LAKE
 AI5818  COUNTRY     -  US
 AI5818  USGS QUAD   -  MIDVALE (2017)
 AI5818
 AI5818                         *CURRENT SURVEY CONTROL
 AI5818  ______________________________________________________________________
 AI5818* NAD 83(2011) POSITION- 40 37 16.01983(N) 111 54 25.90474(W)   ADJUSTED
 AI5818* NAD 83(2011) ELLIP HT-  1307.363 (meters)        (06/27/12)   ADJUSTED
 AI5818* NAD 83(2011) EPOCH   -  2010.00
 AI5818* NAVD 88 ORTHO HEIGHT -  1324.5   (meters)     4345.    (feet) GPS OBS
 AI5818  ______________________________________________________________________
 AI5818  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5818  GEOID HEIGHT    -        -17.080 (meters)                     GEOID09
 AI5818  GEOID HEIGHT    -        -17.110 (meters)                     GEOID18
 AI5818  NAD 83(2011) X  - -1,809,213.338 (meters)                     COMP
 AI5818  NAD 83(2011) Y  - -4,498,926.800 (meters)                     COMP
 AI5818  NAD 83(2011) Z  -  4,131,428.853 (meters)                     COMP
 AI5818  LAPLACE CORR    -          8.25  (seconds)                    DEFLEC18
 AI5818
 AI5818  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5818  Standards:
 AI5818         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5818            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5818  -------------------------------------------------------------------
 AI5818  NETWORK    0.79   1.74           0.35   0.29   0.89     -0.10888801
 AI5818  -------------------------------------------------------------------
 AI5818  Click here for local accuracies and other accuracy information.
 AI5818
 AI5818.The horizontal coordinates were established by GPS observations
 AI5818.and adjusted by the National Geodetic Survey in June 2012.
 AI5818
 AI5818.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5818.been affixed to the stable North American tectonic plate. See 
 AI5818.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5818
 AI5818.The horizontal coordinates are valid at the epoch date displayed above
 AI5818.which is a decimal equivalence of Year/Month/Day.
 AI5818
 AI5818.The orthometric height was determined by GPS observations and a
 AI5818.high-resolution geoid model.
 AI5818
 AI5818.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5818.GEOID18 height accuracy estimate available here.
 AI5818
 AI5818.Click photographs - Photos may exist for this station.
 AI5818
 AI5818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5818
 AI5818.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5818
 AI5818.The ellipsoidal height was determined by GPS observations
 AI5818.and is referenced to NAD 83.
 AI5818
 AI5818. The following values were computed from the NAD 83(2011) position.
 AI5818
 AI5818;                    North         East     Units Scale Factor Converg.
 AI5818;SPC UT C     - 2,254,074.670   465,545.442   MT  0.99999294   -0 15 39.0
 AI5818;SPC UT C     - 7,395,243.31  1,527,377.00   sFT  0.99999294   -0 15 39.0
 AI5818;UTM  12      - 4,497,094.313   423,267.727   MT  0.99967247   -0 35 26.4
 AI5818
 AI5818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5818!SPC UT C     -   0.99979496  x   0.99999294  =   0.99978790
 AI5818!UTM  12      -   0.99979496  x   0.99967247  =   0.99946750
 AI5818
 AI5818_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2326797094(NAD 83)
 AI5818
 AI5818                          SUPERSEDED SURVEY CONTROL
 AI5818
 AI5818  NAD 83(2007)-  40 37 16.01951(N)    111 54 25.90539(W) AD(2002.00) 0
 AI5818  ELLIP H (02/10/07) 1307.375  (m)                       GP(2002.00)    
 AI5818  NAD 83(1994)-  40 37 16.01902(N)    111 54 25.90484(W) AD(       ) A
 AI5818  ELLIP H (06/28/00) 1307.393  (m)                       GP(       ) 4 1
 AI5818  NAVD 88 (06/28/00) 1324.5    (m)  GEOID99  model used  GPS OBS        
 AI5818
 AI5818.Superseded values are not recommended for survey control.
 AI5818
 AI5818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5818.See file dsdata.pdf to determine how the superseded data were derived.
 AI5818
 AI5818_MARKER: DD = SURVEY DISK
 AI5818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5818_STAMPING: TOSH 1999
 AI5818_MARK LOGO: SLCS
 AI5818_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5818+STABILITY: SURFACE MOTION
 AI5818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5818+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5818
 AI5818  HISTORY     - Date     Condition        Report By
 AI5818  HISTORY     - 1999     MONUMENTED       SLCS
 AI5818
 AI5818                          STATION DESCRIPTION
 AI5818
 AI5818'DESCRIBED BY SALT LAKE COUNTY SURVEYOR 1999 (RM)
 AI5818'THE STATION IS LOCATED ABOUT 13.7 KM (8.50 MI) SOUTH OF SALT LAKE
 AI5818'CITY, 6.4 KM (3.95 MI) EAST OF WEST JORDAN, 3.2 KM (2.00 MI) NORTH OF
 AI5818'SANDY CITY AND IN MIDVALE.  OWNERSHIP--SALT LAKE COUNTY.  TO REACH
 AI5818'FROM THE JUNCTION OF STATE HIGHWAYS 78, STATE STREET, AND 48, 7200
 AI5818'SOUTH, GO WEST ON HIGHWAY 48 FOR 1.8 KM (1.10 MI) TO THE INTERSECTION
 AI5818'OF 700 WEST.  TURN RIGHT AND GO NORTH ON 700 WEST FOR 0.5 KM (0.30 MI)
 AI5818'TO THE INTERSECTION AT 6960 SOUTH.  TURN RIGHT AND GO EAST AND SOUTH
 AI5818'FOR 0.8 KM (0.50 MI) TO THE SOUTH FENCE OF THE SALT LAKE COUNTY
 AI5818'COMPLEX.  TURN RIGHT AND GO WEST ON THE NORTH SIDE OF FENCE FOR ABOUT
 AI5818'80.8 M (265.1 FT) TO THE STATION.  THE STATION IS A TRIANGULAR DISK
 AI5818'SET IN TOP OF A 0.5 M (1.6 FT) DIAMETER 3.7 M (12.1 FT) DEEP CONCRETE
 AI5818'MONUMENT RECESSED 10 CM BELOW ASPHALT AND COVERED WITH A METAL RING
 AI5818'AND LID.  IT IS 36.4 M (119.4 FT) WEST OF A POWER POLE, 32.3 M (106.0
 AI5818'FT) EAST OF THE SOUTHWEST PROPERTY FENCE CORNER, 19.15 M (62.83 FT)
 AI5818'EAST OF A SET OF POWER POLES, 19.0 M (62.3 FT) SOUTHEAST OF THE
 AI5818'SOUTHEAST CORNER OF A BLUE AND TAN SEVEN BAY MAINTENANCE GARAGE AND
 AI5818'2.0 M (6.6 FT) NORTH OF THE FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0786 ***********************************************************************
 MS0786  DESIGNATION -  TP 1 80 A
 MS0786  PID         -  MS0786
 MS0786  STATE/COUNTY-  UT/BOX ELDER
 MS0786  COUNTRY     -  US
 MS0786  USGS QUAD   -  STANDROD (2017)
 MS0786
 MS0786                         *CURRENT SURVEY CONTROL
 MS0786  ______________________________________________________________________
 MS0786* NAD 83(1994) POSITION- 41 59 25.98004(N) 113 22 47.42332(W)   ADJUSTED
 MS0786* NAVD 88 ORTHO HEIGHT -  1959.5   (meters)     6429.    (feet) VERTCON3
 MS0786  ______________________________________________________________________
 MS0786  GEOID HEIGHT    -        -14.445 (meters)                     GEOID18
 MS0786  LAPLACE CORR    -          1.46  (seconds)                    DEFLEC18
 MS0786  HORZ ORDER      -  THIRD
 MS0786
 MS0786.The horizontal coordinates were established by classical geodetic methods
 MS0786.and adjusted by the National Geodetic Survey in November 1997.
 MS0786
 MS0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0786
 MS0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0786.GEOID18 height accuracy estimate available here.
 MS0786
 MS0786.Click photographs - Photos may exist for this station.
 MS0786
 MS0786.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0786
 MS0786. The following values were computed from the NAD 83(1994) position.
 MS0786
 MS0786;                    North         East     Units Scale Factor Converg.
 MS0786;SPC UT N     - 1,185,729.139   344,236.685   MT  1.00004021   -1 14 22.1
 MS0786;SPC UT N     - 3,890,179.68  1,129,383.19   sFT  1.00004021   -1 14 22.1
 MS0786;UTM  12      - 4,651,466.728   302,872.123   MT  1.00007818   -1 35 33.5
 MS0786
 MS0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0786!SPC UT N     -   0.99969503  x   1.00004021  =   0.99973523
 MS0786!UTM  12      -   0.99969503  x   1.00007818  =   0.99977319
 MS0786
 MS0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM0287251466(NAD 83)
 MS0786
 MS0786                          SUPERSEDED SURVEY CONTROL
 MS0786
 MS0786  NAD 83(1986)-  41 59 25.97032(N)    113 22 47.40720(W) AD(       ) 3
 MS0786  NGVD 29 (10/09/91) 1958.3    (m)         6425.     (f) VERT ANG       
 MS0786
 MS0786.Superseded values are not recommended for survey control.
 MS0786
 MS0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0786.See file dsdata.pdf to determine how the superseded data were derived.
 MS0786
 MS0786_MARKER: W = UNMONUMENTED
 MS0786_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 MS0786_SP_SET: OBJECT DRIVEN INTO GROUND
 MS0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0786
 MS0786  HISTORY     - Date     Condition        Report By
 MS0786  HISTORY     - 1968     MONUMENTED       USGS
 MS0786
 MS0786                          STATION DESCRIPTION
 MS0786
 MS0786'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 MS0786'NOT DESCRIBED, NOT MARKED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1048 ***********************************************************************
 LO1048  DESIGNATION -  TP ET 50
 LO1048  PID         -  LO1048
 LO1048  STATE/COUNTY-  UT/DUCHESNE
 LO1048  COUNTRY     -  US
 LO1048  USGS QUAD   -  LAKE FORK MOUNTAIN (2017)
 LO1048
 LO1048                         *CURRENT SURVEY CONTROL
 LO1048  ______________________________________________________________________
 LO1048* NAD 83(1994) POSITION- 40 37 27.39154(N) 110 29 44.76029(W)   ADJUSTED
 LO1048* NAVD 88 ORTHO HEIGHT -  3373.3   (meters)    11067.    (feet) VERTCON3
 LO1048  ______________________________________________________________________
 LO1048  GEOID HEIGHT    -        -12.624 (meters)                     GEOID18
 LO1048  LAPLACE CORR    -         -5.33  (seconds)                    DEFLEC18
 LO1048  HORZ ORDER      -  THIRD
 LO1048
 LO1048.The horizontal coordinates were established by classical geodetic methods
 LO1048.and adjusted by the National Geodetic Survey in November 1997.
 LO1048
 LO1048.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1048
 LO1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1048.GEOID18 height accuracy estimate available here.
 LO1048
 LO1048.Click photographs - Photos may exist for this station.
 LO1048
 LO1048.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1048
 LO1048. The following values were computed from the NAD 83(1994) position.
 LO1048
 LO1048;                    North         East     Units Scale Factor Converg.
 LO1048;SPC UT C     - 2,254,824.005   584,966.999   MT  0.99999370   +0 38 35.8
 LO1048;SPC UT C     - 7,397,701.76  1,919,179.23   sFT  0.99999370   +0 38 35.8
 LO1048;UTM  12      - 4,497,171.617   542,646.770   MT  0.99962239   +0 19 41.9
 LO1048
 LO1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1048!SPC UT C     -   0.99947309  x   0.99999370  =   0.99946680
 LO1048!UTM  12      -   0.99947309  x   0.99962239  =   0.99909568
 LO1048
 LO1048:                Primary Azimuth Mark                     Grid Az
 LO1048:SPC UT C     -  ET 51                                    058 19 56.2
 LO1048:UTM  12      -  ET 51                                    058 38 50.1
 LO1048
 LO1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK4264697171(NAD 83)
 LO1048
 LO1048|---------------------------------------------------------------------|
 LO1048| PID    Reference Object                     Distance      Geod. Az  |
 LO1048|                                                           dddmmss.s |
 LO1048| LO1052 ET 51                               APPROX. 3.0 KM 0585832.0 |
 LO1048|---------------------------------------------------------------------|
 LO1048
 LO1048                          SUPERSEDED SURVEY CONTROL
 LO1048
 LO1048  NAD 83(1993)-  40 37 27.39102(N)    110 29 44.75995(W) AD(       ) 3
 LO1048  NAD 83(1986)-  40 37 27.37413(N)    110 29 44.74843(W) AD(       ) 3
 LO1048  NAD 27      -  40 37 27.57451(N)    110 29 42.15926(W) AD(       ) 3
 LO1048  NGVD 29 (07/19/86) 3371.7    (m)        11062.     (f) VERT ANG       
 LO1048
 LO1048.Superseded values are not recommended for survey control.
 LO1048
 LO1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1048.See file dsdata.pdf to determine how the superseded data were derived.
 LO1048
 LO1048_MARKER: W = UNMONUMENTED
 LO1048_SETTING: 0 = UNSPECIFIED SETTING
 LO1048
 LO1048  HISTORY     - Date     Condition        Report By
 LO1048  HISTORY     - 1965     MONUMENTED       USGS
 LO1048
 LO1048                          STATION DESCRIPTION
 LO1048
 LO1048'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 LO1048'TEMPORARY POINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1049 ***********************************************************************
 LO1049  DESIGNATION -  TP ET 54
 LO1049  PID         -  LO1049
 LO1049  STATE/COUNTY-  UT/DUCHESNE
 LO1049  COUNTRY     -  US
 LO1049  USGS QUAD   -  GARFIELD BASIN (2017)
 LO1049
 LO1049                         *CURRENT SURVEY CONTROL
 LO1049  ______________________________________________________________________
 LO1049* NAD 83(1994) POSITION- 40 38 49.36653(N) 110 22 59.55486(W)   ADJUSTED
 LO1049* NAVD 88 ORTHO HEIGHT -  3442.6   (meters)    11295.    (feet) VERTCON3
 LO1049  ______________________________________________________________________
 LO1049  GEOID HEIGHT    -        -12.518 (meters)                     GEOID18
 LO1049  LAPLACE CORR    -        -15.93  (seconds)                    DEFLEC18
 LO1049  HORZ ORDER      -  THIRD
 LO1049
 LO1049.The horizontal coordinates were established by classical geodetic methods
 LO1049.and adjusted by the National Geodetic Survey in November 1997.
 LO1049
 LO1049.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1049
 LO1049.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1049.GEOID18 height accuracy estimate available here.
 LO1049
 LO1049.Click photographs - Photos may exist for this station.
 LO1049
 LO1049.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1049
 LO1049. The following values were computed from the NAD 83(1994) position.
 LO1049
 LO1049;                    North         East     Units Scale Factor Converg.
 LO1049;SPC UT C     - 2,257,465.344   594,458.279   MT  0.99999927   +0 42 55.4
 LO1049;SPC UT C     - 7,406,367.55  1,950,318.54   sFT  0.99999927   +0 42 55.4
 LO1049;UTM  12      - 4,499,759.897   552,148.891   MT  0.99963347   +0 24 06.4
 LO1049
 LO1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1049!SPC UT C     -   0.99946222  x   0.99999927  =   0.99946150
 LO1049!UTM  12      -   0.99946222  x   0.99963347  =   0.99909589
 LO1049
 LO1049:                Primary Azimuth Mark                     Grid Az
 LO1049:SPC UT C     -  PAUL                                     346 30 53.3
 LO1049:UTM  12      -  PAUL                                     346 49 42.3
 LO1049
 LO1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK5214899759(NAD 83)
 LO1049
 LO1049|---------------------------------------------------------------------|
 LO1049| PID    Reference Object                     Distance      Geod. Az  |
 LO1049|                                                           dddmmss.s |
 LO1049| LO1050 PAUL                                APPROX. 4.0 KM 3471348.7 |
 LO1049|---------------------------------------------------------------------|
 LO1049
 LO1049                          SUPERSEDED SURVEY CONTROL
 LO1049
 LO1049  NAD 83(1993)-  40 38 49.36621(N)    110 22 59.55461(W) AD(       ) 3
 LO1049  NAD 83(1986)-  40 38 49.34892(N)    110 22 59.54235(W) AD(       ) 3
 LO1049  NAD 27      -  40 38 49.54948(N)    110 22 56.96631(W) AD(       ) 3
 LO1049  NGVD 29 (07/19/86) 3440.9    (m)        11289.     (f) VERT ANG       
 LO1049
 LO1049.Superseded values are not recommended for survey control.
 LO1049
 LO1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1049.See file dsdata.pdf to determine how the superseded data were derived.
 LO1049
 LO1049_MARKER: W = UNMONUMENTED
 LO1049_SETTING: 0 = UNSPECIFIED SETTING
 LO1049
 LO1049  HISTORY     - Date     Condition        Report By
 LO1049  HISTORY     - 1965     MONUMENTED       USGS
 LO1049
 LO1049                          STATION DESCRIPTION
 LO1049
 LO1049'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 LO1049'TEMPORARY POINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1062 ***********************************************************************
 LO1062  DESIGNATION -  TP ET 60
 LO1062  PID         -  LO1062
 LO1062  STATE/COUNTY-  UT/SUMMIT
 LO1062  COUNTRY     -  US
 LO1062  USGS QUAD   -  BRIDGER LAKE (2017)
 LO1062
 LO1062                         *CURRENT SURVEY CONTROL
 LO1062  ______________________________________________________________________
 LO1062* NAD 83(1994) POSITION- 40 57 37.61354(N) 110 25 30.67521(W)   ADJUSTED
 LO1062* NAVD 88 ORTHO HEIGHT -  3040.9   (meters)     9977.    (feet) VERTCON3
 LO1062  ______________________________________________________________________
 LO1062  GEOID HEIGHT    -        -12.552 (meters)                     GEOID18
 LO1062  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 LO1062  HORZ ORDER      -  THIRD
 LO1062
 LO1062.The horizontal coordinates were established by classical geodetic methods
 LO1062.and adjusted by the National Geodetic Survey in November 1997.
 LO1062
 LO1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1062
 LO1062.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1062.GEOID18 height accuracy estimate available here.
 LO1062
 LO1062.Click photographs - Photos may exist for this station.
 LO1062
 LO1062.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1062
 LO1062. The following values were computed from the NAD 83(1994) position.
 LO1062
 LO1062;                    North         East     Units Scale Factor Converg.
 LO1062;SPC UT N     - 1,070,200.026   590,478.522   MT  0.99996961   +0 42 31.3
 LO1062;SPC UT N     - 3,511,147.92  1,937,261.62   sFT  0.99996961   +0 42 31.3
 LO1062;UTM  12      - 4,534,525.516   548,371.609   MT  0.99962880   +0 22 36.5
 LO1062
 LO1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1062!SPC UT N     -   0.99952520  x   0.99996961  =   0.99949483
 LO1062!UTM  12      -   0.99952520  x   0.99962880  =   0.99915418
 LO1062
 LO1062:                Primary Azimuth Mark                     Grid Az
 LO1062:SPC UT N     -  TP ET 61                                 045 06 00.1
 LO1062:UTM  12      -  TP ET 61                                 045 25 54.9
 LO1062
 LO1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL4837134525(NAD 83)
 LO1062
 LO1062|---------------------------------------------------------------------|
 LO1062| PID    Reference Object                     Distance      Geod. Az  |
 LO1062|                                                           dddmmss.s |
 LO1062| LO1061 TP ET 61                            APPROX. 4.6 KM 0454831.4 |
 LO1062|---------------------------------------------------------------------|
 LO1062
 LO1062                          SUPERSEDED SURVEY CONTROL
 LO1062
 LO1062  NAD 83(1993)-  40 57 37.61348(N)    110 25 30.67528(W) AD(       ) 3
 LO1062  NAD 83(1986)-  40 57 37.58835(N)    110 25 30.66930(W) AD(       ) 3
 LO1062  NAD 27      -  40 57 37.77313(N)    110 25 28.08974(W) AD(       ) 3
 LO1062  NGVD 29 (07/19/86) 3039.2    (m)         9971.     (f) VERT ANG       
 LO1062
 LO1062.Superseded values are not recommended for survey control.
 LO1062
 LO1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1062.See file dsdata.pdf to determine how the superseded data were derived.
 LO1062
 LO1062_MARKER: W = UNMONUMENTED
 LO1062_SETTING: 0 = UNSPECIFIED SETTING
 LO1062
 LO1062  HISTORY     - Date     Condition        Report By
 LO1062  HISTORY     - 1965     MONUMENTED       USGS
 LO1062
 LO1062                          STATION DESCRIPTION
 LO1062
 LO1062'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 LO1062'TEMPORARY POINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1061 ***********************************************************************
 LO1061  DESIGNATION -  TP ET 61
 LO1061  PID         -  LO1061
 LO1061  STATE/COUNTY-  UT/SUMMIT
 LO1061  COUNTRY     -  US
 LO1061  USGS QUAD   -  BRIDGER LAKE (2017)
 LO1061
 LO1061                         *CURRENT SURVEY CONTROL
 LO1061  ______________________________________________________________________
 LO1061* NAD 83(1994) POSITION- 40 59 21.79365(N) 110 23 09.21596(W)   ADJUSTED
 LO1061* NAVD 88 ORTHO HEIGHT -  2790.8   (meters)     9156.    (feet) VERTCON3
 LO1061  ______________________________________________________________________
 LO1061  GEOID HEIGHT    -        -12.788 (meters)                     GEOID18
 LO1061  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 LO1061  HORZ ORDER      -  THIRD
 LO1061
 LO1061.The horizontal coordinates were established by classical geodetic methods
 LO1061.and adjusted by the National Geodetic Survey in November 1997.
 LO1061
 LO1061.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1061
 LO1061.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1061.GEOID18 height accuracy estimate available here.
 LO1061
 LO1061.Click photographs - Photos may exist for this station.
 LO1061
 LO1061.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1061
 LO1061. The following values were computed from the NAD 83(1994) position.
 LO1061
 LO1061;                    North         East     Units Scale Factor Converg.
 LO1061;SPC UT N     - 1,073,455.088   593,744.961   MT  0.99996719   +0 44 04.5
 LO1061;SPC UT N     - 3,521,827.23  1,947,978.26   sFT  0.99996719   +0 44 04.5
 LO1061;UTM  12      - 4,537,760.514   551,655.735   MT  0.99963284   +0 24 10.1
 LO1061
 LO1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1061!SPC UT N     -   0.99956443  x   0.99996719  =   0.99953163
 LO1061!UTM  12      -   0.99956443  x   0.99963284  =   0.99919743
 LO1061
 LO1061:                Primary Azimuth Mark                     Grid Az
 LO1061:SPC UT N     -  BUCK FEVER TEMP PT                       346 21 37.2
 LO1061:UTM  12      -  BUCK FEVER TEMP PT                       346 41 31.6
 LO1061
 LO1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL5165537760(NAD 83)
 LO1061
 LO1061|---------------------------------------------------------------------|
 LO1061| PID    Reference Object                     Distance      Geod. Az  |
 LO1061|                                                           dddmmss.s |
 LO1061| MR0785 BUCK FEVER TEMP PT                  APPROX. 3.6 KM 3470541.7 |
 LO1061|---------------------------------------------------------------------|
 LO1061
 LO1061                          SUPERSEDED SURVEY CONTROL
 LO1061
 LO1061  NAD 83(1993)-  40 59 21.79363(N)    110 23 09.21598(W) AD(       ) 3
 LO1061  NAD 83(1986)-  40 59 21.76819(N)    110 23 09.20988(W) AD(       ) 3
 LO1061  NAD 27      -  40 59 21.94855(N)    110 23 06.64021(W) AD(       ) 3
 LO1061  NGVD 29 (07/19/86) 2789.2    (m)         9151.     (f) VERT ANG       
 LO1061
 LO1061.Superseded values are not recommended for survey control.
 LO1061
 LO1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1061.See file dsdata.pdf to determine how the superseded data were derived.
 LO1061
 LO1061_MARKER: W = UNMONUMENTED
 LO1061_SETTING: 0 = UNSPECIFIED SETTING
 LO1061
 LO1061  HISTORY     - Date     Condition        Report By
 LO1061  HISTORY     - 1965     MONUMENTED       USGS
 LO1061
 LO1061                          STATION DESCRIPTION
 LO1061
 LO1061'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 LO1061'TEMPORARY POINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1055 ***********************************************************************
 LO1055  DESIGNATION -  TP ET 66
 LO1055  PID         -  LO1055
 LO1055  STATE/COUNTY-  UT/SUMMIT
 LO1055  COUNTRY     -  US
 LO1055  USGS QUAD   -  GILBERT PEAK NE (2017)
 LO1055
 LO1055                         *CURRENT SURVEY CONTROL
 LO1055  ______________________________________________________________________
 LO1055* NAD 83(1994) POSITION- 40 55 44.36893(N) 110 18 19.87030(W)   ADJUSTED
 LO1055* NAVD 88 ORTHO HEIGHT -  3096.5   (meters)    10159.    (feet) VERTCON3
 LO1055  ______________________________________________________________________
 LO1055  GEOID HEIGHT    -        -12.210 (meters)                     GEOID18
 LO1055  LAPLACE CORR    -          6.09  (seconds)                    DEFLEC18
 LO1055  HORZ ORDER      -  THIRD
 LO1055
 LO1055.The horizontal coordinates were established by classical geodetic methods
 LO1055.and adjusted by the National Geodetic Survey in November 1997.
 LO1055
 LO1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1055
 LO1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1055.GEOID18 height accuracy estimate available here.
 LO1055
 LO1055.Click photographs - Photos may exist for this station.
 LO1055
 LO1055.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1055
 LO1055. The following values were computed from the NAD 83(1994) position.
 LO1055
 LO1055;                    North         East     Units Scale Factor Converg.
 LO1055;SPC UT N     - 1,066,838.623   600,599.681   MT  0.99997252   +0 47 15.3
 LO1055;SPC UT N     - 3,500,119.72  1,970,467.45   sFT  0.99997252   +0 47 15.3
 LO1055;UTM  12      - 4,531,106.631   558,469.715   MT  0.99964208   +0 27 17.9
 LO1055
 LO1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1055!SPC UT N     -   0.99951643  x   0.99997252  =   0.99948896
 LO1055!UTM  12      -   0.99951643  x   0.99964208  =   0.99915868
 LO1055
 LO1055:                Primary Azimuth Mark                     Grid Az
 LO1055:SPC UT N     -  ET 65                                    332 23 56.8
 LO1055:UTM  12      -  ET 65                                    332 43 54.2
 LO1055
 LO1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL5846931106(NAD 83)
 LO1055
 LO1055|---------------------------------------------------------------------|
 LO1055| PID    Reference Object                     Distance      Geod. Az  |
 LO1055|                                                           dddmmss.s |
 LO1055| LO1056 ET 65                               APPROX. 6.0 KM 3331112.1 |
 LO1055|---------------------------------------------------------------------|
 LO1055
 LO1055                          SUPERSEDED SURVEY CONTROL
 LO1055
 LO1055  NAD 83(1993)-  40 55 44.36878(N)    110 18 19.87035(W) AD(       ) 3
 LO1055  NAD 83(1986)-  40 55 44.34615(N)    110 18 19.86299(W) AD(       ) 3
 LO1055  NAD 27      -  40 55 44.52901(N)    110 18 17.29608(W) AD(       ) 3
 LO1055  NGVD 29 (07/19/86) 3094.9    (m)        10154.     (f) VERT ANG       
 LO1055
 LO1055.Superseded values are not recommended for survey control.
 LO1055
 LO1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1055.See file dsdata.pdf to determine how the superseded data were derived.
 LO1055
 LO1055_MARKER: W = UNMONUMENTED
 LO1055_SETTING: 0 = UNSPECIFIED SETTING
 LO1055
 LO1055  HISTORY     - Date     Condition        Report By
 LO1055  HISTORY     - 1965     MONUMENTED       USGS
 LO1055
 LO1055                          STATION DESCRIPTION
 LO1055
 LO1055'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 LO1055'TEMPORARY POINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1112 ***********************************************************************
 LO1112  DESIGNATION -  TP ET 72
 LO1112  PID         -  LO1112
 LO1112  STATE/COUNTY-  UT/SUMMIT
 LO1112  COUNTRY     -  US
 LO1112  USGS QUAD   -  RED KNOB (2017)
 LO1112
 LO1112                         *CURRENT SURVEY CONTROL
 LO1112  ______________________________________________________________________
 LO1112* NAD 83(1994) POSITION- 40 50 23.93418(N) 110 37 55.43415(W)   ADJUSTED
 LO1112* NAVD 88 ORTHO HEIGHT -  3624.3   (meters)    11891.    (feet) VERTCON3
 LO1112  ______________________________________________________________________
 LO1112  GEOID HEIGHT    -        -12.021 (meters)                     GEOID18
 LO1112  LAPLACE CORR    -         11.47  (seconds)                    DEFLEC18
 LO1112  HORZ ORDER      -  THIRD
 LO1112
 LO1112.The horizontal coordinates were established by classical geodetic methods
 LO1112.and adjusted by the National Geodetic Survey in November 1997.
 LO1112
 LO1112.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1112
 LO1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1112.GEOID18 height accuracy estimate available here.
 LO1112
 LO1112.Click photographs - Photos may exist for this station.
 LO1112
 LO1112.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1112
 LO1112. The following values were computed from the NAD 83(1994) position.
 LO1112
 LO1112;                    North         East     Units Scale Factor Converg.
 LO1112;SPC UT N     - 1,056,628.301   573,197.684   MT  0.99998239   +0 34 20.2
 LO1112;SPC UT N     - 3,466,621.35  1,880,566.07   sFT  0.99998239   +0 34 20.2
 LO1112;UTM  12      - 4,521,058.893   531,018.641   MT  0.99961184   +0 14 26.2
 LO1112
 LO1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1112!SPC UT N     -   0.99943368  x   0.99998239  =   0.99941608
 LO1112!UTM  12      -   0.99943368  x   0.99961184  =   0.99904574
 LO1112
 LO1112:                Primary Azimuth Mark                     Grid Az
 LO1112:SPC UT N     -  TP ET 73                                 334 51 37.8
 LO1112:UTM  12      -  TP ET 73                                 335 11 31.8
 LO1112
 LO1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL3101821058(NAD 83)
 LO1112
 LO1112|---------------------------------------------------------------------|
 LO1112| PID    Reference Object                     Distance      Geod. Az  |
 LO1112|                                                           dddmmss.s |
 LO1112| LO1113 TP ET 73                            APPROX. 4.3 KM 3352558.0 |
 LO1112|---------------------------------------------------------------------|
 LO1112
 LO1112                          SUPERSEDED SURVEY CONTROL
 LO1112
 LO1112  NAD 83(1993)-  40 50 23.93387(N)    110 37 55.43418(W) AD(       ) 3
 LO1112  NAD 83(1986)-  40 50 23.91785(N)    110 37 55.42337(W) AD(       ) 3
 LO1112  NAD 27      -  40 50 24.09962(N)    110 37 52.82711(W) AD(       ) 3
 LO1112  NGVD 29 (07/19/86) 3622.6    (m)        11885.     (f) VERT ANG       
 LO1112
 LO1112.Superseded values are not recommended for survey control.
 LO1112
 LO1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1112.See file dsdata.pdf to determine how the superseded data were derived.
 LO1112
 LO1112_MARKER: W = UNMONUMENTED
 LO1112_SETTING: 0 = UNSPECIFIED SETTING
 LO1112
 LO1112  HISTORY     - Date     Condition        Report By
 LO1112  HISTORY     - 1965     MONUMENTED       USGS
 LO1112
 LO1112                          STATION DESCRIPTION
 LO1112
 LO1112'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 LO1112'TEMPORARY POINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1113 ***********************************************************************
 LO1113  DESIGNATION -  TP ET 73
 LO1113  PID         -  LO1113
 LO1113  STATE/COUNTY-  UT/SUMMIT
 LO1113  COUNTRY     -  US
 LO1113  USGS QUAD   -  RED KNOB (2017)
 LO1113
 LO1113                         *CURRENT SURVEY CONTROL
 LO1113  ______________________________________________________________________
 LO1113* NAD 83(1994) POSITION- 40 52 29.77321(N) 110 39 11.22535(W)   ADJUSTED
 LO1113* NAVD 88 ORTHO HEIGHT -  3403.3   (meters)    11166.    (feet) VERTCON3
 LO1113  ______________________________________________________________________
 LO1113  GEOID HEIGHT    -        -12.325 (meters)                     GEOID18
 LO1113  LAPLACE CORR    -         19.68  (seconds)                    DEFLEC18
 LO1113  HORZ ORDER      -  THIRD
 LO1113
 LO1113.The horizontal coordinates were established by classical geodetic methods
 LO1113.and adjusted by the National Geodetic Survey in November 1997.
 LO1113
 LO1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1113
 LO1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1113.GEOID18 height accuracy estimate available here.
 LO1113
 LO1113.Click photographs - Photos may exist for this station.
 LO1113
 LO1113.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1113
 LO1113. The following values were computed from the NAD 83(1994) position.
 LO1113
 LO1113;                    North         East     Units Scale Factor Converg.
 LO1113;SPC UT N     - 1,060,492.346   571,384.387   MT  0.99997823   +0 33 30.2
 LO1113;SPC UT N     - 3,479,298.64  1,874,616.94   sFT  0.99997823   +0 33 30.2
 LO1113;UTM  12      - 4,524,931.935   529,228.394   MT  0.99961051   +0 13 37.2
 LO1113
 LO1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1113!SPC UT N     -   0.99946837  x   0.99997823  =   0.99944661
 LO1113!UTM  12      -   0.99946837  x   0.99961051  =   0.99907909
 LO1113
 LO1113:                Primary Azimuth Mark                     Grid Az
 LO1113:SPC UT N     -  TP ET 72                                 154 51 38.2
 LO1113:UTM  12      -  TP ET 72                                 155 11 31.2
 LO1113
 LO1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL2922824931(NAD 83)
 LO1113
 LO1113|---------------------------------------------------------------------|
 LO1113| PID    Reference Object                     Distance      Geod. Az  |
 LO1113|                                                           dddmmss.s |
 LO1113| LO1112 TP ET 72                            APPROX. 4.3 KM 1552508.4 |
 LO1113|---------------------------------------------------------------------|
 LO1113
 LO1113                          SUPERSEDED SURVEY CONTROL
 LO1113
 LO1113  NAD 83(1993)-  40 52 29.77292(N)    110 39 11.22528(W) AD(       ) 3
 LO1113  NAD 83(1986)-  40 52 29.75747(N)    110 39 11.21445(W) AD(       ) 3
 LO1113  NAD 27      -  40 52 29.94193(N)    110 39 08.61448(W) AD(       ) 3
 LO1113  NGVD 29 (07/19/86) 3401.6    (m)        11160.     (f) VERT ANG       
 LO1113
 LO1113.Superseded values are not recommended for survey control.
 LO1113
 LO1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1113.See file dsdata.pdf to determine how the superseded data were derived.
 LO1113
 LO1113_MARKER: W = UNMONUMENTED
 LO1113_SETTING: 0 = UNSPECIFIED SETTING
 LO1113
 LO1113  HISTORY     - Date     Condition        Report By
 LO1113  HISTORY     - 1965     MONUMENTED       USGS
 LO1113
 LO1113                          STATION DESCRIPTION
 LO1113
 LO1113'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 LO1113'TEMPORARY POINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0855 ***********************************************************************
 HN0855  DESIGNATION -  TRACHYTE=ET U 171
 HN0855  PID         -  HN0855
 HN0855  STATE/COUNTY-  UT/GARFIELD
 HN0855  COUNTRY     -  US
 HN0855  USGS QUAD   -  HITE SOUTH (2017)
 HN0855
 HN0855                         *CURRENT SURVEY CONTROL
 HN0855  ______________________________________________________________________
 HN0855* NAD 83(1994) POSITION- 37 48 54.80807(N) 110 29 35.82652(W)   ADJUSTED
 HN0855* NAVD 88 ORTHO HEIGHT -  1592.7   (meters)     5225.    (feet) VERTCON3
 HN0855  ______________________________________________________________________
 HN0855  GEOID HEIGHT    -        -21.184 (meters)                     GEOID18
 HN0855  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 HN0855  HORZ ORDER      -  SECOND
 HN0855
 HN0855.The horizontal coordinates were established by classical geodetic methods
 HN0855.and adjusted by the National Geodetic Survey in November 1997.
 HN0855
 HN0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0855
 HN0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0855.GEOID18 height accuracy estimate available here.
 HN0855
 HN0855.Click photographs - Photos may exist for this station.
 HN0855
 HN0855.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0855
 HN0855. The following values were computed from the NAD 83(1994) position.
 HN0855
 HN0855;                    North         East     Units Scale Factor Converg.
 HN0855;SPC UT S     - 3,127,948.138   588,637.626   MT  0.99995144   +0 37 00.5
 HN0855;SPC UT S     -10,262,276.52  1,931,221.94   sFT  0.99995144   +0 37 00.5
 HN0855;UTM  12      - 4,185,435.032   544,599.749   MT  0.99962450   +0 18 38.5
 HN0855
 HN0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0855!SPC UT S     -   0.99975347  x   0.99995144  =   0.99970492
 HN0855!UTM  12      -   0.99975347  x   0.99962450  =   0.99937806
 HN0855
 HN0855:                Primary Azimuth Mark                     Grid Az
 HN0855:SPC UT S     -  TRACHYTE AZ MK                           077 45 42.0
 HN0855:UTM  12      -  TRACHYTE AZ MK                           078 04 04.0
 HN0855
 HN0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG4459985435(NAD 83)
 HN0855
 HN0855|---------------------------------------------------------------------|
 HN0855| PID    Reference Object                     Distance      Geod. Az  |
 HN0855|                                                           dddmmss.s |
 HN0855| CM7231 TRACHYTE AZ MK                                     0782242.5 |
 HN0855| CM7233 TRACHYTE RM 2                         3.087 METERS 12820     |
 HN0855| CM7232 TRACHYTE RM 1                         5.480 METERS 23726     |
 HN0855|---------------------------------------------------------------------|
 HN0855
 HN0855                          SUPERSEDED SURVEY CONTROL
 HN0855
 HN0855  NAD 83(1986)-  37 48 54.80230(N)    110 29 35.82608(W) AD(       ) 2
 HN0855  NAD 27      -  37 48 54.84537(N)    110 29 33.30992(W) AD(       ) 2
 HN0855  NGVD 29 (07/19/86) 1591.7    (m)         5222.     (f) VERT ANG       
 HN0855
 HN0855.Superseded values are not recommended for survey control.
 HN0855
 HN0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0855.See file dsdata.pdf to determine how the superseded data were derived.
 HN0855
 HN0855_MARKER: DB = BENCH MARK DISK
 HN0855_SETTING: 66 = SET IN ROCK OUTCROP
 HN0855_STAMPING: TRACHYTE ET U 171 1952
 HN0855_MARK LOGO: USGS
 HN0855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0855+STABILITY: POSITION/ELEVATION WELL
 HN0855
 HN0855  HISTORY     - Date     Condition        Report By
 HN0855  HISTORY     - 1952     MONUMENTED       USGS
 HN0855  HISTORY     - 1963     GOOD             CGS
 HN0855
 HN0855                          STATION DESCRIPTION
 HN0855
 HN0855'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (LGB)
 HN0855'THE STATION IS LOCATED ABOUT 42-1/2 MILES SOUTHEAST OF HANKSVILLE,
 HN0855'4-3/4 MILES NORTHWEST OF A SHARP BEND IN THE COLORADO RIVER
 HN0855'KNOWN AS THE HORN, 3 MILES WEST OF THE SMALL TOWN OF HITE
 HN0855'ON THE WEST END AND HIGHEST POINT OF A BARE, HUMPY, EAST-WEST
 HN0855'SANDSTONE RIDGE THAT IS BETWEEN TRACHYTE CREEK AND TWOMILE
 HN0855'CANYON.
 HN0855'
 HN0855'TO REACH THE STATION BY HELICOPTER FROM HITE FLY WESTERLY
 HN0855'ON A TRUE COURSE OF 279 DEGREES FOR ABOUT 3 MILES TO THE WEST
 HN0855'END OF THE RIDGE AND THE STATION.  LANDING WAS MADE ON A
 HN0855'LOWER BENCH ABOUT 50 YARDS SOUTHEAST OF THE STATION.  TO
 HN0855'REACH THE AZIMUTH MARK FROM THE STATION PACK EAST ALONG THE
 HN0855'RIDGE PICKING A ROUTE THROUGH THE HUMPS AND SMALL RAVINES FOR
 HN0855'0.4 MILE TO A SMALL KNOB AND THE MARK.
 HN0855'
 HN0855'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 HN0855'TRACHYTE ET U171 1952, CEMENTED IN A DRILL HOLE ON THE HIGHEST
 HN0855'POINT OF A ROUND SANDSTONE KNOB.
 HN0855'
 HN0855'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 HN0855'DISK, STAMPED NO 1 1952, CEMENTED IN A DRILL HOLE IN BEDROCK
 HN0855'ON THE SOUTHWEST SLOPE OF THE KNOB AND ABOUT 18 INCHES LOWER
 HN0855'THAN THE STATION.
 HN0855'
 HN0855'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 HN0855'DISK, STAMPED NO 2 1952, CEMENTED IN A DRILL HOLE IN BEDROCK
 HN0855'ON THE SOUTHEAST SLOPE OF THE KNOB AND ABOUT 2 FEET LOWER
 HN0855'THAN THE STATION.
 HN0855'
 HN0855'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED TRACHYTE USGS
 HN0855'1963, CEMENTED IN A DRILL HOLE IN BEDROCK ON THE HIGHEST
 HN0855'POINT OF A SMALL SANDSTONE KNOB ABOUT MIDWAY ALONG THE RIDGE.
 HN0855'IT IS 1.5 FEET WEST OF A SMALL CAIRN.
 HN0855
 HN0855                          STATION RECOVERY (1963)
 HN0855
 HN0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HN0855'RECOVERED IN GOOD CONDITION.
 HN0855'
 HN0855'STATION MARK--STANDARD TABLET, STAMPED ---TRACHYTE 1952---, CEMENTED
 HN0855'IN SANDSTONE OUTCROP, AND ADDITIONALLY STAMPED ---ET U 171--- IN 1959.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0347 ***********************************************************************
 JN0347  DESIGNATION -  TRAIL
 JN0347  PID         -  JN0347
 JN0347  STATE/COUNTY-  UT/EMERY
 JN0347  COUNTRY     -  US
 JN0347  USGS QUAD   -  THE FRYING PAN (2017)
 JN0347
 JN0347                         *CURRENT SURVEY CONTROL
 JN0347  ______________________________________________________________________
 JN0347* NAD 83(1994) POSITION- 38 36 31.62844(N) 111 06 54.91478(W)   ADJUSTED
 JN0347* NAVD 88 ORTHO HEIGHT -  2157.5   (meters)     7078.    (feet) VERTCON3
 JN0347  ______________________________________________________________________
 JN0347  GEOID HEIGHT    -        -18.676 (meters)                     GEOID18
 JN0347  LAPLACE CORR    -         -3.64  (seconds)                    DEFLEC18
 JN0347  HORZ ORDER      -  THIRD
 JN0347
 JN0347.The horizontal coordinates were established by classical geodetic methods
 JN0347.and adjusted by the National Geodetic Survey in November 1997.
 JN0347
 JN0347.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0347
 JN0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0347.GEOID18 height accuracy estimate available here.
 JN0347
 JN0347.Click photographs - Photos may exist for this station.
 JN0347
 JN0347.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0347
 JN0347. The following values were computed from the NAD 83(1994) position.
 JN0347
 JN0347;                    North         East     Units Scale Factor Converg.
 JN0347;SPC UT C     - 2,030,654.294   533,516.013   MT  1.00012558   +0 14 47.3
 JN0347;SPC UT C     - 6,662,238.30  1,750,377.12   sFT  1.00012558   +0 14 47.3
 JN0347;UTM  12      - 4,273,370.865   489,965.219   MT  0.99960124   -0 04 18.9
 JN0347
 JN0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0347!SPC UT C     -   0.99966453  x   1.00012558  =   0.99979007
 JN0347!UTM  12      -   0.99966453  x   0.99960124  =   0.99926591
 JN0347
 JN0347:                Primary Azimuth Mark                     Grid Az
 JN0347:SPC UT C     -  SPRING                                   005 23 28.1
 JN0347:UTM  12      -  SPRING                                   005 42 34.3
 JN0347
 JN0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH8996573370(NAD 83)
 JN0347
 JN0347|---------------------------------------------------------------------|
 JN0347| PID    Reference Object                     Distance      Geod. Az  |
 JN0347|                                                           dddmmss.s |
 JN0347| JN0345 SPRING                              APPROX. 7.7 KM 0053815.4 |
 JN0347|---------------------------------------------------------------------|
 JN0347
 JN0347                          SUPERSEDED SURVEY CONTROL
 JN0347
 JN0347  NAD 83(1986)-  38 36 31.62028(N)    111 06 54.90920(W) AD(       ) 3
 JN0347  NAD 27      -  38 36 31.70080(N)    111 06 52.31489(W) AD(       ) 3
 JN0347  NGVD 29 (07/19/86) 2156.3    (m)         7074.     (f) VERT ANG       
 JN0347
 JN0347.Superseded values are not recommended for survey control.
 JN0347
 JN0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0347.See file dsdata.pdf to determine how the superseded data were derived.
 JN0347
 JN0347_MARKER: DB = BENCH MARK DISK
 JN0347_SETTING: 80 = SET IN A BOULDER
 JN0347_STAMPING: TRAIL 1952
 JN0347_MARK LOGO: USGS
 JN0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0347+STABILITY: SURFACE MOTION
 JN0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0347+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2020
 JN0347
 JN0347  HISTORY     - Date     Condition        Report By
 JN0347  HISTORY     - 1952     MONUMENTED       USGS
 JN0347  HISTORY     - 20201013 GOOD             PEAKBG
 JN0347
 JN0347                          STATION DESCRIPTION
 JN0347
 JN0347'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0347'LOCATED ABOUT 25.5 MI. WSW. OF TEMPLE MOUNTAIN, 12.0 MI. WNW. OF
 JN0347'CONFLUENCE OF MUDDY RIVER AND STARVATION CREEK AND 1.5 MI. SW. OF
 JN0347'CEDAR MOUNTAIN ON N. END AND HIGHEST PART OF PROMINIENT BLACK
 JN0347'MOUNTAIN.
 JN0347'
 JN0347'STATION REACHED BY HELICOPTER.
 JN0347'
 JN0347'STATION MARK - STANDARD TABLET STAMPED --- TRAIL 1952 --- SET IN A
 JN0347'LARGE NATURALLY EMBEDDED BOULDER PROJECTING ABOUT 2 FT. ABOVE GROUND.
 JN0347'
 JN0347'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER DRIVEN INTO BLAZE IN
 JN0347'JUNIPER TREE, 11.85 FT. FROM STATION MARK, N 68 DEG 07 MIN W.
 JN0347'
 JN0347'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER LEADED IN CENTER OF
 JN0347'CHISLED CROSS IN LARGE BOULDER, 3.77 FT. FROM STATION MARK,
 JN0347'S 23 DEG 25 MIN E.
 JN0347
 JN0347                          STATION RECOVERY (2020)
 JN0347
 JN0347'RECOVERY NOTE BY PEAK BAGGER 2020 (TWG)
 JN0347'TO REACH TAKE IH-70 EXIT 91 SOUTH.  GO 2 MI (3.2 KM) AND TAKE THE
 JN0347'RIGHT FORK.  GO 5.4 MI (8.7 KM) TO AN INTERSECTION WITH A BLM SIGN
 JN0347'INDICATING CATHEDRAL CANYON IS STRAIGHT - TURN LEFT HERE.  GO 6.6 MI
 JN0347'(10.6 KM) TO ANOTHER INTERSECTION AND CONTINUE STRAIGHT SOUTH FOR 2.25
 JN0347'MI (3.62 KM), THEN TURN RIGHT ONTO A LESSER ROAD AND GO 2 MI (3.2 KM).
 JN0347'STAY ON THE MAIN TRAVELED ROAD, RIGHT FORK AND CONTINUE FOR 3.6 MI
 JN0347'(5.8 KM), TAKE THE LEFT FORK AND GO 1.6 MI (2.6 KM) TO A CATTLE GUARD
 JN0347'AND END OF VEHICLE TRAVEL.  FROM HERE HIKE WEST TOWARD A LOW SADDLE.
 JN0347'AT THE BASE OF THE SADDLE ASCEND THE DEBRIS FIELD TOWARD A WHITE
 JN0347'SANDSTONE BAND.  AT ABOUT 50-75 FT (15.2 M) FROM THE WHITE BAND
 JN0347'TRAVERSE ACROSS OVER TO THE SADDLE.  FROM THE SADDLE GO SOUTH TO THE
 JN0347'HIGHEST POINT AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0388 ***********************************************************************
 KN0388  DESIGNATION -  TRAIL
 KN0388  PID         -  KN0388
 KN0388  STATE/COUNTY-  UT/EMERY
 KN0388  COUNTRY     -  US
 KN0388  USGS QUAD   -  RILDA CANYON (2017)
 KN0388
 KN0388                         *CURRENT SURVEY CONTROL
 KN0388  ______________________________________________________________________
 KN0388* NAD 83(1994) POSITION- 39 23 30.21252(N) 111 14 04.80159(W)   ADJUSTED
 KN0388* NAVD 88 ORTHO HEIGHT -  3073.    (meters)    10082.    (feet) SCALED
 KN0388  ______________________________________________________________________
 KN0388  GEOID HEIGHT    -        -16.034 (meters)                     GEOID18
 KN0388  LAPLACE CORR    -          4.38  (seconds)                    DEFLEC18
 KN0388  HORZ ORDER      -  SECOND
 KN0388
 KN0388.The horizontal coordinates were established by classical geodetic methods
 KN0388.and adjusted by the National Geodetic Survey in November 1997.
 KN0388
 KN0388.The orthometric height was scaled from a topographic map.
 KN0388
 KN0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0388.GEOID18 height accuracy estimate available here.
 KN0388
 KN0388.Click photographs - Photos may exist for this station.
 KN0388
 KN0388.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0388
 KN0388. The following values were computed from the NAD 83(1994) position.
 KN0388
 KN0388;                    North         East     Units Scale Factor Converg.
 KN0388;SPC UT C     - 2,117,535.600   522,855.892   MT  0.99992856   +0 10 11.9
 KN0388;SPC UT C     - 6,947,281.38  1,715,403.04   sFT  0.99992856   +0 10 11.9
 KN0388;UTM  12      - 4,360,274.532   479,792.274   MT  0.99960503   -0 08 56.1
 KN0388
 KN0388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0388!SPC UT C     -   0.99952056  x   0.99992856  =   0.99944915
 KN0388!UTM  12      -   0.99952056  x   0.99960503  =   0.99912578
 KN0388
 KN0388:                Primary Azimuth Mark                     Grid Az
 KN0388:SPC UT C     -  TRAIL AZ MK                              339 43 29.6
 KN0388:UTM  12      -  TRAIL AZ MK                              340 02 37.6
 KN0388
 KN0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ7979260274(NAD 83)
 KN0388
 KN0388|---------------------------------------------------------------------|
 KN0388| PID    Reference Object                     Distance      Geod. Az  |
 KN0388|                                                           dddmmss.s |
 KN0388| CM6622 TRAIL RM 1                           12.435 METERS 04506     |
 KN0388| CM6623 TRAIL RM 2                            8.150 METERS 14852     |
 KN0388| KN0387 10075                                 7.688 METERS 18737     |
 KN0388| CM6621 TRAIL AZ MK                                        3395341.5 |
 KN0388|---------------------------------------------------------------------|
 KN0388
 KN0388                          SUPERSEDED SURVEY CONTROL
 KN0388
 KN0388  NAD 83(1986)-  39 23 30.20186(N)    111 14 04.79621(W) AD(       ) 2
 KN0388  NAD 27      -  39 23 30.32300(N)    111 14 02.17800(W) AD(       ) 2
 KN0388
 KN0388.Superseded values are not recommended for survey control.
 KN0388
 KN0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0388.See file dsdata.pdf to determine how the superseded data were derived.
 KN0388
 KN0388_MARKER: P = PIPE CAP
 KN0388_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KN0388_STAMPING: TRAIL 1938
 KN0388_MARK LOGO: CGS
 KN0388_MAGNETIC: P = MARKER IS A STEEL PIPE
 KN0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0388
 KN0388  HISTORY     - Date     Condition        Report By
 KN0388  HISTORY     - 1938     MONUMENTED       CGS
 KN0388  HISTORY     - 20190820 GOOD             GEOCAC
 KN0388
 KN0388                          STATION DESCRIPTION
 KN0388
 KN0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0388'STATION IS ON THE NORTHERN END AND HIGHEST POINT OF TRAIL
 KN0388'MOUNTAIN.  IT LIES ABOUT 15 MILES WNW OF HUNTINGTON, 15 MILES
 KN0388'NW OF ORANGEVILLE AND 19 MILES E OF EPHRAIM.
 KN0388'
 KN0388'ALL MARKS ARE STANDARD DISKS BRAZED TO TOP OF CAST IRON PIPES.
 KN0388'
 KN0388'USGS BENCH MARK IS A BRONZE DISK SET IN A LARGE BOULDER THAT
 KN0388'LIES ON TOP OF THE GROUND.  IT IS STAMPED 10075 FEET ELEVATION.
 KN0388'
 KN0388'AZIMUTH MARK IS ON THE SAGE-BRUSH FLAT, 30 YARDS W OF MAIN
 KN0388'ROAD AT A POINT 0.4 MILE N OF THE JUNCTION OF THE RANGER
 KN0388'STATION ROAD.
 KN0388'
 KN0388'REACHED FROM ORANGEVILLE BY GOING W ON EPHRAIM ROAD FOR 14.0
 KN0388'MILES TO JUNCTION IN LOWER JOES VALLEY THEN AS ABOVE.
 KN0388'
 KN0388'STATION REACHED FROM EPHRAIM AS FOLLOWS.  GO E ON U 29 FOR 15
 KN0388'MILES TO TOP OF MOUNTAIN GRADE, CONTINUE ON MAIN ORANGEVILLE
 KN0388'ROAD DOWN E SLOPE OF MOUNTAINS FOR 16.7 MILES TO BRIDGE IN
 KN0388'LOWER JOES VALLEY (JUST BEFORE REACHING BRIDGE, A C.C.C. CAMP
 KN0388'IS PASSED ON THE RIGHT) CROSS BRIDGE, TURN SHARP LEFT, N,
 KN0388'SKIRTING TO W OF THE ROCK CLIFFS AND FOLLOW UPPER JOES VALLEY
 KN0388'ROAD N, KEEPING RIGHT HAND GRADED ROAD FOR 10.1 MILES TO FORK,
 KN0388'TAKE RIGHT FORK, TOWARDS RANGER STATION FOR 0.4 MILE TO TURN
 KN0388'TO LEFT.  CONTINUE STRAIGHT E ON DIM TRAIL ROAD 0.45 MILE TO
 KN0388'CAMP GROUNDS, TURN RIGHT JUST N OF FENCE LINE AND FOLLOW OLD
 KN0388'ROAD 0.5 MILE TO LARGE FALLEN TREE ACROSS ROAD AND END OF
 KN0388'TRUCK TRAVEL.  FROM THIS POINT THE STATION LIES S ABOUT 2
 KN0388'MILES.  AND 1 3/4-HOUR PACK.  PACK S ALONG OLD ROAD TO CREEK AND
 KN0388'FENCE, BEAR LEFT UP GRADE AND CONTINUE UP OLD ROAD,
 KN0388'WHICH FOLLOWS CREEK, MAKES A SHORT SWITCHBACK TO RIGHT
 KN0388'AND CONTINUES E ON S SIDE OF CREEK ABOUT 3/4 MILE TO ITS
 KN0388'SUMMIT AT EDGE OF SAGE-BRUSH FLAT, WHERE ROAD STARTS DOWN
 KN0388'GRADE TO NE.  TURN S HERE AND PICK UP PLAIN TRAIL LEADING
 KN0388'SE ABOUT 300 YARDS TO ANOTHER PLAIN TRAIL CROSSING IT AT
 KN0388'RIGHT ANGLES.  THE TRAIL BEING FOLLOWED AND THE CROSS
 KN0388'TRAIL TO RIGHT HAVE FOREST SERVICE BLAZED.  TURN RIGHT ON
 KN0388'CROSS TRAIL AND FOLLOW IT S, STRAIGHT UP THE RIDGE ABOUT
 KN0388'1/2 MILE TO TOP OF TIMBER, THEN CONTINUE UP BARE SLOPE TO
 KN0388'TOP OF RIDGE, THEN S ALONG RIDGE TO HIGHEST POINT AND
 KN0388'STATION.  THE TOP OF RIDGE IS BARE EXCEPT FOR GRASS AND
 KN0388'SMALL BRUSH.
 KN0388
 KN0388                          STATION RECOVERY (2019)
 KN0388
 KN0388'RECOVERY NOTE BY GEOCACHING 2019 (DG)
 KN0388'BENCH MARK, REFERENCE MARK 1 AND 2 AND 10075 DATUM ALL IN GOOD
 KN0388'CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0438 ***********************************************************************
 KO0438  DESIGNATION -  TRAIL
 KO0438  PID         -  KO0438
 KO0438  STATE/COUNTY-  UT/JUAB
 KO0438  COUNTRY     -  US
 KO0438  USGS QUAD   -  DESERT MOUNTAIN PASS (2017)
 KO0438
 KO0438                         *CURRENT SURVEY CONTROL
 KO0438  ______________________________________________________________________
 KO0438* NAD 83(1994) POSITION- 39 46 53.14793(N) 112 35 39.98084(W)   ADJUSTED
 KO0438* NAVD 88 ORTHO HEIGHT -  1976.5   (meters)     6485.    (feet) VERTCON3
 KO0438  ______________________________________________________________________
 KO0438  GEOID HEIGHT    -        -18.554 (meters)                     GEOID18
 KO0438  LAPLACE CORR    -          3.52  (seconds)                    DEFLEC18
 KO0438  HORZ ORDER      -  FIRST
 KO0438
 KO0438.The horizontal coordinates were established by classical geodetic methods
 KO0438.and adjusted by the National Geodetic Survey in June 1998.
 KO0438
 KO0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0438
 KO0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0438.GEOID18 height accuracy estimate available here.
 KO0438
 KO0438.Click photographs - Photos may exist for this station.
 KO0438
 KO0438.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0438
 KO0438. The following values were computed from the NAD 83(1994) position.
 KO0438
 KO0438;                    North         East     Units Scale Factor Converg.
 KO0438;SPC UT C     - 2,161,338.924   406,256.112   MT  0.99989926   -0 42 03.9
 KO0438;SPC UT C     - 7,090,992.79  1,332,858.59   sFT  0.99989926   -0 42 03.9
 KO0438;UTM  12      - 4,404,714.317   363,462.981   MT  0.99982951   -1 01 13.4
 KO0438
 KO0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0438!SPC UT C     -   0.99969292  x   0.99989926  =   0.99959221
 KO0438!UTM  12      -   0.99969292  x   0.99982951  =   0.99952248
 KO0438
 KO0438:                Primary Azimuth Mark                     Grid Az
 KO0438:SPC UT C     -  TRAIL AZ MK                              110 31 05.8
 KO0438:UTM  12      -  TRAIL AZ MK                              110 50 15.3
 KO0438
 KO0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK6346204714(NAD 83)
 KO0438
 KO0438|---------------------------------------------------------------------|
 KO0438| PID    Reference Object                     Distance      Geod. Az  |
 KO0438|                                                           dddmmss.s |
 KO0438| CM6630 TRAIL AZ MK                                        1094901.9 |
 KO0438| CM6632 TRAIL RM 2                            3.089 METERS 15830     |
 KO0438| CM6631 TRAIL RM 1                            3.393 METERS 26148     |
 KO0438|---------------------------------------------------------------------|
 KO0438
 KO0438                          SUPERSEDED SURVEY CONTROL
 KO0438
 KO0438  NAD 83(1993)-  39 46 53.13953(N)    112 35 39.97040(W) AD(       ) 1
 KO0438  NAD 83(1986)-  39 46 53.13871(N)    112 35 39.96964(W) AD(       ) 1
 KO0438  NAD 27      -  39 46 53.33031(N)    112 35 37.13752(W) AD(       ) 1
 KO0438  NGVD 29 (07/19/86) 1975.4    (m)         6481.     (f) VERT ANG       
 KO0438
 KO0438.Superseded values are not recommended for survey control.
 KO0438
 KO0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0438.See file dsdata.pdf to determine how the superseded data were derived.
 KO0438
 KO0438_MARKER: DD = SURVEY DISK
 KO0438_SETTING: 66 = SET IN ROCK OUTCROP
 KO0438_STAMPING: TRAIL 1952
 KO0438_MARK LOGO: USGS
 KO0438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0438+STABILITY: POSITION/ELEVATION WELL
 KO0438
 KO0438  HISTORY     - Date     Condition        Report By
 KO0438  HISTORY     - 1952     MONUMENTED       USGS
 KO0438  HISTORY     - 1965     GOOD             CGS
 KO0438  HISTORY     - 1974     GOOD             DMA
 KO0438
 KO0438                          STATION DESCRIPTION
 KO0438
 KO0438'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 KO0438'STATION IS LOCATED ON THE HIGHEST PART OF A HIGH ROCKY PEAK, WHICH
 KO0438'IS LOCALLY KNOWN AS DESERT MOUNTAIN.  IT IS AIRLINE ABOUT 30 MI. N.
 KO0438'OF DELTA, 28 MI. W-SW. OF EUREKA AND 22 MI. N-NW. OF LYNNDYL.
 KO0438'
 KO0438'TO REACH THE STATION FROM THE MAIN GUARD GATE AT DUGWAY PROVING
 KO0438'GROUND (ENGLISH VILLAGE), GO E. ON THE PAVED RD. FOR ABOUT 150 FT.
 KO0438'TO A GRAVEL RD. RIGHT.  TURN RIGHT AND GO S. ON THE GRAVEL RD. FOR
 KO0438'7.4 MI. TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE S. ON A BLADED
 KO0438'RD. FOR 3.0 MI. TO A CROSSROAD AND SIGN ---SIMPSON SPRINGS 10 ETC.---.
 KO0438'CONTINUE S. ON A BLADED RD. FOR 11.6 MI. TO A CROSSROAD AT THE TOP
 KO0438'OF EREKSON PASS.  CONTINUE S. ON THE GRAVEL RD. FOR 12.3 MI. TO A
 KO0438'CROSSROAD AND SIGN ---DUGWAY P.G. 29 ETC.---.  CONTINUE S. ON THE RD.
 KO0438'FOR 1.8 MI. TO THE CREST OF DESERT MOUNTAIN PASS AND THE AZIMUTH MARK
 KO0438'ON THE LEFT AT THE BASE OF A PROMINENT OUTCROP.  CONTINUE S. ON THE
 KO0438'BLADED RD. FOR 0.05 MI. TO A TRACK RD. ON THE RIGHT.  TURN RIGHT AND
 KO0438'GO W. ON THE TRACK RD. FOR 1.1 MI. TO A DIM TRACK RD. RIGHT.  TURN
 KO0438'RIGHT AND GO N. ON THE DIM TRACK RD. FOR 0.6 MI. TO THE END OF THE
 KO0438'RD. AND THE END OF TRUCK TRAVEL.  BEAR RIGHT ONTO RIDGE FOR ABOUT
 KO0438'200 FT., THENCE LEFT ALONG RIDGE IN A NORTHERLY DIRECTION TO THE TOP
 KO0438'OF RIDGE, THENCE RIGHT (EASTERLY) TO THE N. END OF THE HIGHEST POINT
 KO0438'AND THE STATION.  A 1 HOUR PACK.
 KO0438'
 KO0438'STATION MARK--USGS BENCH MARK DISK, STAMPED ---TRAIL 1952---, CEMENTED
 KO0438'IN A DRILL HOLE IN AN OUTCROP WHICH PROJECTS ABOUT 2 FT. ABOVE THE
 KO0438'GROUND SURFACE.  IT IS ON THE TOP OF THE MOUNTAIN AND HAS LARGE
 KO0438'OUTCROPPING ROCKS WHICH PROJECT ABOUT 4 FT. ON THE W. SIDE OF THE
 KO0438'MARK.
 KO0438'
 KO0438'REFERENCE MARK NO. 1--USGS REFERENCE MARK DISK, STAMPED ---NO 1---.
 KO0438'IT IS CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS ABOUT THE SAME
 KO0438'ELEVATION AS THE STATION.
 KO0438'
 KO0438'REFERENCE MARK NO. 2--USGS REFERENCE MARK DISK, STAMPED ---NO 2---.
 KO0438'IT IS CEMENTED IN A DRILL HOLE IN AN OUTCROP AND IS ABOUT 4 FT.
 KO0438'HIGHER IN ELEVATION THAN THE STATION.
 KO0438
 KO0438                          STATION RECOVERY (1965)
 KO0438
 KO0438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 KO0438'THE STATION IS LOCATED ON THE HIGHEST PART OF A HIGH, ROCKY
 KO0438'PEAK WHICH IS LOCALLY KNOWN AS DESERT MOUNTAIN.  IT IS AIRLINE,
 KO0438'ABOUT 30 MILES NORTH OF DELTA, 28 MILES WEST-SOUTHWEST OF
 KO0438'EUREKA AND 22 MILES NORTH-NORTHWEST OF LYNNDYL.
 KO0438'
 KO0438'TO REACH THE STATION FROM THE MAIN GUARD GATE AT DUGWAY PROVING
 KO0438'GROUND (ENGLISH VILLAGE), GO EAST ON THE PAVED ROAD FOR ABOUT
 KO0438'150 FEET TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON
 KO0438'THE GRAVEL ROAD FOR 7.4 MILES TO A FORK.  TAKE THE RIGHT FORK
 KO0438'AND CONTINUE SOUTH ON A BLADED ROAD FOR 3.0 MILES TO A CROSSROAD
 KO0438'AND SIGN SIMPSON SPRINGS 10 ETC.  CONTINUE SOUTH ON A BLADED
 KO0438'ROAD FOR 11.6 MILES TO A CROSSROAD AT THE TOP OF EREKSON PASS.
 KO0438'CONTINUE SOUTH ON THE GRAVEL ROAD FOR 12.3 MILES TO A
 KO0438'CROSSROAD AND SIGN DUGWAY P.G. 29 ETC.  CONTINUE SOUTH ON THE
 KO0438'ROAD FOR 1.8 MILES TO THE CREST OF DESERT MOUNTAIN PASS AND
 KO0438'THE AZIMUTH MARK ON THE LEFT AT THE BASE OF A PROMINENT
 KO0438'OUTCROP.  CONTINUE SOUTH ON THE BLADED ROAD FOR 0.05 MILE TO
 KO0438'A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE
 KO0438'TRACK ROAD FOR 1.1 MILES TO A DIM TRACK ROAD RIGHT.  TURN
 KO0438'RIGHT AND GO NORTH ON THE DIM TRACK ROAD FOR 0.6 MILE TO
 KO0438'THE END OF THE ROAD AND THE END OF TRUCK TRAVEL.  BEAR
 KO0438'RIGHT ONTO RIDGE FOR ABOUT 200 FEET THENCE LEFT ALONG RIDGE
 KO0438'IN A NORTHERLY DIRECTION TO THE TOP OF RIDGE, THENCE
 KO0438'RIGHT, EASTERLY, TO THE NORTH END OF THE HIGHEST POINT
 KO0438'AND THE STATION.  A 1-HOUR PACK.
 KO0438'
 KO0438'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 KO0438'STAMPED TRAIL 1952, CEMENTED IN A DRILL HOLE IN AN OUTCROP
 KO0438'WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND SURFACE.  IT IS
 KO0438'ON THE TOP OF THE MOUNTAIN AND HAS LARGE OUTCROPPING ROCKS
 KO0438'WHICH PROJECT ABOUT 4 FEET ON THE WEST SIDE OF THE MARK.
 KO0438'
 KO0438'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 KO0438'DISK, STAMPED NO 1.  IT IS CEMENTED IN A DRILL HOLE IN AN OUTCROP
 KO0438'WHICH IS ABOUT THE SAME ELEVATION AS THE STATION.
 KO0438'
 KO0438'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK,
 KO0438'STAMPED NO 2.  IT IS CEMENTED IN A DRILL HOLE IN AN OUTCROP
 KO0438'AND IS ABOUT 4 FEET HIGHER IN ELEVATION THAN THE STATION.
 KO0438'
 KO0438'AZIMUTH MARK IS A STANDARD DISK, STAMPED TRAIL 1965, CEMENTED
 KO0438'IN A DRILL HOLE IN AN OUTCROP.  IT IS ABOUT 100 FEET EAST AND
 KO0438'20 FEET HIGHER THAN THE ROAD AND 5.3 FEET NORTHEAST OF A METAL
 KO0438'WITNESS POST.
 KO0438
 KO0438                          STATION RECOVERY (1974)
 KO0438
 KO0438'RECOVERY NOTE BY DEFENSE MAP AGENCY 1974 (GRA)
 KO0438'TRAIL 1952-GOOD
 KO0438'
 KO0438'TRAIL 1965-GOOD
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0545 ***********************************************************************
 LP0545  DESIGNATION -  TRAIL 945 NW
 LP0545  PID         -  LP0545
 LP0545  STATE/COUNTY-  UT/TOOELE
 LP0545  COUNTRY     -  US
 LP0545  USGS QUAD   -  DUGWAY PROVING GROUND NW (2017)
 LP0545
 LP0545                         *CURRENT SURVEY CONTROL
 LP0545  ______________________________________________________________________
 LP0545* NAD 83(1994) POSITION- 40 10 56.62975(N) 113 13 21.93395(W)   ADJUSTED
 LP0545* NAVD 88 ORTHO HEIGHT -  1308.9   (meters)     4294.    (feet) VERTCON3
 LP0545  ______________________________________________________________________
 LP0545  GEOID HEIGHT    -        -18.812 (meters)                     GEOID18
 LP0545  LAPLACE CORR    -          0.97  (seconds)                    DEFLEC18
 LP0545  HORZ ORDER      -  FIRST
 LP0545
 LP0545.The horizontal coordinates were established by classical geodetic methods
 LP0545.and adjusted by the National Geodetic Survey in November 1997.
 LP0545
 LP0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0545
 LP0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0545.GEOID18 height accuracy estimate available here.
 LP0545
 LP0545.Click photographs - Photos may exist for this station.
 LP0545
 LP0545.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0545
 LP0545. The following values were computed from the NAD 83(1994) position.
 LP0545
 LP0545;                    North         East     Units Scale Factor Converg.
 LP0545;SPC UT C     - 2,206,695.045   353,300.323   MT  0.99991716   -1 06 12.8
 LP0545;SPC UT C     - 7,239,798.66  1,159,119.48   sFT  0.99991716   -1 06 12.8
 LP0545;UTM  12      - 4,450,370.882   310,763.668   MT  1.00004085   -1 26 04.6
 LP0545
 LP0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0545!SPC UT C     -   0.99979765  x   0.99991716  =   0.99971483
 LP0545!UTM  12      -   0.99979765  x   1.00004085  =   0.99983850
 LP0545
 LP0545:                Primary Azimuth Mark                     Grid Az
 LP0545:SPC UT C     -  BLM 80000 W                              091 03 43.5
 LP0545:UTM  12      -  BLM 80000 W                              091 23 35.3
 LP0545
 LP0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK1076350370(NAD 83)
 LP0545
 LP0545|---------------------------------------------------------------------|
 LP0545| PID    Reference Object                     Distance      Geod. Az  |
 LP0545|                                                           dddmmss.s |
 LP0545| CM6624 BLM 80000 W                                        0895730.7 |
 LP0545| CM6625 TRAIL 945 NW RM 1                    19.893 METERS 17721     |
 LP0545| CM6626 TRAIL 945 NW RM 2                    18.628 METERS 28647     |
 LP0545|---------------------------------------------------------------------|
 LP0545
 LP0545                          SUPERSEDED SURVEY CONTROL
 LP0545
 LP0545  NAD 83(1986)-  40 10 56.62160(N)    113 13 21.92132(W) AD(       ) 1
 LP0545  NAD 27      -  40 10 56.83866(N)    113 13 18.99330(W) AD(       ) 1
 LP0545  NGVD 29 (07/19/86) 1307.9    (m)         4291.     (f) VERT ANG       
 LP0545
 LP0545.Superseded values are not recommended for survey control.
 LP0545
 LP0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0545.See file dsdata.pdf to determine how the superseded data were derived.
 LP0545
 LP0545_MARKER: DS = TRIANGULATION STATION DISK
 LP0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0545_STAMPING: TRAIL 945 NW 1965
 LP0545_MARK LOGO: CGS
 LP0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0545+STABILITY: SURFACE MOTION
 LP0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0545+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2014
 LP0545
 LP0545  HISTORY     - Date     Condition        Report By
 LP0545  HISTORY     - 1965     MONUMENTED       CGS
 LP0545  HISTORY     - 20140729 GOOD             INDIV
 LP0545
 LP0545                          STATION DESCRIPTION
 LP0545
 LP0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0545'THE STATION IS LOCATED ON THE DUGWAY PROVING GROUNDS.  IT IS
 LP0545'33 MILES NORTHEAST OF CALLAO, 32-1/2 MILES EAST OF GOLD HILL
 LP0545'AND 4-1/2 MILES NORTHEAST OF THE GRANITE MOUNTAIN.
 LP0545'
 LP0545'TO REACH THE STATION FROM DITTO TECHNICAL CENTER AT DUGWAY GO
 LP0545'WEST 1.8 MILES TO A GUARD GATE AND A FORK.  TAKE THE RIGHT FORK
 LP0545'AND GO WEST FOR 4.6 MILES TO A FORK ON THE WEST SIDE OF THE BAKER
 LP0545'AREA, TAKE THE LEFT FORK FOR 5.1 MILES TO A FORK AT SIGNS BURNS
 LP0545'ROAD AND HORIZONAL ROAD.  TAKE THE LEFT FORK AS PER SIGN BURNS
 LP0545'ROAD AND GO 2.15 MILES TO 101 ROAD CONTINUE AHEAD FOR 2.45 MILES
 LP0545'TO A DIAGONAL CROSSROAD AT SIGN 2L.  TURN RIGHT AND GO 0.4
 LP0545'MILE TO A CROSSROAD, CONTINUE AHEAD FOR 0.3 MILE TO ANOTHER
 LP0545'CROSSROAD AND THE STATION ON THE LEFT.
 LP0545'
 LP0545'THE STATION MARK IS A STANDARD DISK STAMPED TRAIL 945 NW 1965.
 LP0545'IT IS SET IN THE TOP OF A 14 INCH ROUND CONCRETE MONUMENT WHICH
 LP0545'PROJECTS 2 INCHES.  IT IS 11 FEET WEST OF THE INTERSECTION OF
 LP0545'THE TRACK ROADS AND 3 FEET NORTH OF THE WITNESS POST.
 LP0545'
 LP0545'REFERENCE MARK 1 IS A STANDARD DISK STAMPED TRAIL 945 NW NO 1
 LP0545'1965.  IT IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 LP0545'PROJECTS 4 INCHES.  IT 62 FEET NORTH OF THE WITNESS POST AND
 LP0545'48-1/2 FEET WEST OF THE MAIN TRACK ROAD.
 LP0545'
 LP0545'REFERENCE MARK 2 IS A STANDARD DISK STAMPED TRAIL 945 NW NO 2
 LP0545'1965.  IT IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 LP0545'PROJECTS 4 INCHES.  IT IS 41 FEET NORTH OF THE MAIN TRACK ROAD
 LP0545'AND 11 FEET SOUTHWEST OF THE OTHER TRACK ROAD.
 LP0545'
 LP0545'THE AZIMUTH MARK IS U.S. CADASTRAL SURVEY BUREAU OF LAND
 LP0545'MANAGEMENT DISK STAMPED BLM 80000 W 1951.  IT IS SET IN THE
 LP0545'TOP OF A 8 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 10
 LP0545'INCHES.  IT IS 8 FEET SOUTH OF THE BLADED ROAD AND 1 FOOT SOUTH
 LP0545'OF A WITNESS POST.  IT IS 0.65 MILE EAST OF THE STATION ALONG
 LP0545'THE TRACK ROAD.
 LP0545'
 LP0545'HEIGHT OF LIGHT ABOVE STATION MARK 19.6 METERS.
 LP0545
 LP0545                          STATION RECOVERY (2014)
 LP0545
 LP0545'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (TS)
 LP0545'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0529 ***********************************************************************
 LP0529  DESIGNATION -  TRAIL 945 SE
 LP0529  PID         -  LP0529
 LP0529  STATE/COUNTY-  UT/TOOELE
 LP0529  COUNTRY     -  US
 LP0529  USGS QUAD   -  DUGWAY PROVING GROUND SE (2017)
 LP0529
 LP0529                         *CURRENT SURVEY CONTROL
 LP0529  ______________________________________________________________________
 LP0529* NAD 83(1994) POSITION- 40 02 12.20446(N) 113 03 37.21728(W)   ADJUSTED
 LP0529* NAVD 88 ORTHO HEIGHT -  1328.7   (meters)     4359.    (feet) VERTCON3
 LP0529  ______________________________________________________________________
 LP0529  GEOID HEIGHT    -        -18.846 (meters)                     GEOID18
 LP0529  LAPLACE CORR    -          1.94  (seconds)                    DEFLEC18
 LP0529  HORZ ORDER      -  FIRST
 LP0529
 LP0529.The horizontal coordinates were established by classical geodetic methods
 LP0529.and adjusted by the National Geodetic Survey in November 1997.
 LP0529
 LP0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0529
 LP0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0529.GEOID18 height accuracy estimate available here.
 LP0529
 LP0529.Click photographs - Photos may exist for this station.
 LP0529
 LP0529.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0529
 LP0529. The following values were computed from the NAD 83(1994) position.
 LP0529
 LP0529;                    North         East     Units Scale Factor Converg.
 LP0529;SPC UT C     - 2,190,269.985   366,847.519   MT  0.99990500   -0 59 58.3
 LP0529;SPC UT C     - 7,185,910.78  1,203,565.57   sFT  0.99990500   -0 59 58.3
 LP0529;UTM  12      - 4,433,866.761   324,217.794   MT  0.99998040   -1 19 32.6
 LP0529
 LP0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0529!SPC UT C     -   0.99979455  x   0.99990500  =   0.99969957
 LP0529!UTM  12      -   0.99979455  x   0.99998040  =   0.99977496
 LP0529
 LP0529:                Primary Azimuth Mark                     Grid Az
 LP0529:SPC UT C     -  TRAIL 945 SE AZ MK                       323 08 11.7
 LP0529:UTM  12      -  TRAIL 945 SE AZ MK                       323 27 46.0
 LP0529
 LP0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK2421733866(NAD 83)
 LP0529
 LP0529|---------------------------------------------------------------------|
 LP0529| PID    Reference Object                     Distance      Geod. Az  |
 LP0529|                                                           dddmmss.s |
 LP0529| CM6628 TRAIL 945 SE RM 1                    22.833 METERS 14045     |
 LP0529| CM6629 TRAIL 945 SE RM 2                    22.094 METERS 22937     |
 LP0529| CM6627 TRAIL 945 SE AZ MK                                 3220813.4 |
 LP0529|---------------------------------------------------------------------|
 LP0529
 LP0529                          SUPERSEDED SURVEY CONTROL
 LP0529
 LP0529  NAD 83(1986)-  40 02 12.19654(N)    113 03 37.20377(W) AD(       ) 1
 LP0529  NAD 27      -  40 02 12.40250(N)    113 03 34.29859(W) AD(       ) 1
 LP0529  NGVD 29 (07/19/86) 1327.7    (m)         4356.     (f) VERT ANG       
 LP0529
 LP0529.Superseded values are not recommended for survey control.
 LP0529
 LP0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0529.See file dsdata.pdf to determine how the superseded data were derived.
 LP0529
 LP0529_MARKER: DS = TRIANGULATION STATION DISK
 LP0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0529_STAMPING: TRAIL 945 SE 1965
 LP0529_MARK LOGO: CGS
 LP0529_PROJECTION: FLUSH
 LP0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0529+STABILITY: SURFACE MOTION
 LP0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0529+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2014
 LP0529
 LP0529  HISTORY     - Date     Condition        Report By
 LP0529  HISTORY     - 1965     MONUMENTED       CGS
 LP0529  HISTORY     - 20140618 GOOD             INDIV
 LP0529  HISTORY     - 20140626 GOOD             INDIV
 LP0529
 LP0529                          STATION DESCRIPTION
 LP0529
 LP0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0529'THE STATION IS LOCATED ON THE DUGWAY PROVING GROUNDS.  IT IS
 LP0529'20-1/2 MILES AIRLINE SOUTHWEST OF DITTO TENCHNICAL CENTER,
 LP0529'13 MILES SOUTHEAST OF GRANITE MOUNTAIN AND ALONG THE SOUTH
 LP0529'BOUNDARY OF THE PROVING GROUNDS.
 LP0529'
 LP0529'TO REACH THE STATION FROM THE DITTO TECHNICAL CENTER GO WEST FOR
 LP0529'1.8 MILES TO A GUARD GATE AND A FORK.  TAKE THE LEFT FORK AND
 LP0529'GO WEST ON STARK ROAD FOR 6.5 MILES TO EAST DOWNWIND ROAD.  TURN
 LP0529'LEFT 6.0 MILES TO ROAD 102.  TAKE THE LEFT 1 OF 2 ROADS
 LP0529'LEADING RIGHT FOR 0.7 MILE TO AN INTERSECTION.  TURN RIGHT ON
 LP0529'BASE ROAD FOR 2.1 MILES TO THE STATION ON THE LEFT IN THE PAVED
 LP0529'AREA.  TO REACH THE AZIMUTH MARK TURN RIGHT ON HIGHWAY 945 FOR
 LP0529'2.7 MILES TO A DIRT SIDE ROAD ON THE RIGHT.  TURN RIGHT FOR
 LP0529'ABOUT 0.2 MILE TO A KNOLL, CLIMB TO THE TOP AND THE AZIMUTH
 LP0529'MARK.
 LP0529'
 LP0529'THE STATION MARK IS A STANDARD DISK STAMPED TRAIL 945 SE 1965.
 LP0529'IT IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH
 LP0529'IS FLUSH WITH THE PAVEMENT.  IT IS ABOUT 35 FEET NORTH OF THE
 LP0529'PROLONGATION OF HIGHWAY 945.
 LP0529'
 LP0529'REFERENCE MARK 1 IS A STANDARD DISK STAMPED TRAIL 945 NE NO 1
 LP0529'1965.  IT IS SET IN THE TOP OF A 14 INCH ROUND CONCRETE MONUMENT
 LP0529'WHICH IS AT THE EAST END OF THE PAVED AREA.  IT IS ABOUT 2
 LP0529'INCHES LOWER THAN THE PAVEMENT.
 LP0529'
 LP0529'REFERENCE MARK 2 IS A STANDARD DISK STAMPED TRAIL 945 SE NO 2
 LP0529'1965.  IT IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 LP0529'MONUMENT WHICH IS AT THE EAST EDGE OF THE PARKING AREA.
 LP0529'
 LP0529'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TRAIL 945 SE 1965.
 LP0529'IT IS SET IN A DRILL HOLE IN BEDROCK ON THE TOP OF A PROMINENT
 LP0529'KNOLL WHICH IS KNOWN AS EAGLES NEST.
 LP0529'
 LP0529'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 LP0529
 LP0529                          STATION RECOVERY (2014)
 LP0529
 LP0529'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (TS)
 LP0529'RECOVERED IN GOOD CONDITION.
 LP0529
 LP0529                          STATION RECOVERY (2014)
 LP0529
 LP0529'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (TS)
 LP0529'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0732 ***********************************************************************
 LO0732  DESIGNATION -  TREE
 LO0732  PID         -  LO0732
 LO0732  STATE/COUNTY-  UT/WASATCH
 LO0732  COUNTRY     -  US
 LO0732  USGS QUAD   -  WOLF CREEK SUMMIT (2017)
 LO0732
 LO0732                         *CURRENT SURVEY CONTROL
 LO0732  ______________________________________________________________________
 LO0732* NAD 83(1994) POSITION- 40 29 33.52387(N) 111 00 55.51720(W)   ADJUSTED
 LO0732* NAVD 88 ORTHO HEIGHT -  2973.7   (meters)     9756.    (feet) VERTCON3
 LO0732  ______________________________________________________________________
 LO0732  GEOID HEIGHT    -        -14.146 (meters)                     GEOID18
 LO0732  LAPLACE CORR    -          6.46  (seconds)                    DEFLEC18
 LO0732  HORZ ORDER      -  THIRD
 LO0732
 LO0732.The horizontal coordinates were established by classical geodetic methods
 LO0732.and adjusted by the National Geodetic Survey in November 1997.
 LO0732
 LO0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0732
 LO0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0732.GEOID18 height accuracy estimate available here.
 LO0732
 LO0732.Click photographs - Photos may exist for this station.
 LO0732
 LO0732.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0732
 LO0732. The following values were computed from the NAD 83(1994) position.
 LO0732
 LO0732;                    North         East     Units Scale Factor Converg.
 LO0732;SPC UT C     - 2,239,841.711   541,079.473   MT  0.99996465   +0 18 37.5
 LO0732;SPC UT C     - 7,348,547.35  1,775,191.57   sFT  0.99996465   +0 18 37.5
 LO0732;UTM  12      - 4,482,438.500   498,693.139   MT  0.99960002   -0 00 36.1
 LO0732
 LO0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0732!SPC UT C     -   0.99953595  x   0.99996465  =   0.99950062
 LO0732!UTM  12      -   0.99953595  x   0.99960002  =   0.99913616
 LO0732
 LO0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK9869382438(NAD 83)
 LO0732
 LO0732|---------------------------------------------------------------------|
 LO0732| PID    Reference Object                     Distance      Geod. Az  |
 LO0732|                                                           dddmmss.s |
 LO0732| LO0730 WOLF                                392.019 METERS 05210     |
 LO0732|---------------------------------------------------------------------|
 LO0732
 LO0732                          SUPERSEDED SURVEY CONTROL
 LO0732
 LO0732  NAD 83(1993)-  40 29 33.52326(N)    111 00 55.51605(W) AD(       ) 3
 LO0732  NAD 83(1986)-  40 29 33.50957(N)    111 00 55.50620(W) AD(       ) 3
 LO0732  NAD 27      -  40 29 33.71145(N)    111 00 52.91378(W) AD(       ) 3
 LO0732  NGVD 29 (07/19/86) 2972.2    (m)         9751.     (f) VERT ANG       
 LO0732
 LO0732.Superseded values are not recommended for survey control.
 LO0732
 LO0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0732.See file dsdata.pdf to determine how the superseded data were derived.
 LO0732
 LO0732_MARKER: DD = SURVEY DISK
 LO0732_SETTING: 66 = SET IN ROCK OUTCROP
 LO0732_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0732+STABILITY: POSITION/ELEVATION WELL
 LO0732
 LO0732  HISTORY     - Date     Condition        Report By
 LO0732  HISTORY     - 1964     MONUMENTED       USFS
 LO0732
 LO0732                          STATION DESCRIPTION
 LO0732
 LO0732'DESCRIBED BY US FOREST SERVICE 1964
 LO0732'STATION IS LOCATED ABOUT 10 MI. AIR SOUTH AND 14 MI. AIR E. OF KAMAS,
 LO0732'UTAH.  IT IS LOCATED 1.2 MI. AIR NORTHEAST OF THE WOLF CREEK GUARD
 LO0732'STATION ON A SMALL SPUR WHICH IS THE WESTERNMOST PART OF HILL
 LO0732'SCATTERED WITH TREES.
 LO0732'
 LO0732'ROUTE TO STATION - TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 189 AND
 LO0732'STATE HIGHWAY 35 AT FRANCIS, UTAH, PROCEED IN AN EAST-SOUTHEAST
 LO0732'DIRECTION ON STATE HIGHWAY 35 FOR 9.4 MI. TO END OF PAVEMENT, CONTINUE
 LO0732'ON GRAVELED RD. 6.6 MI. TO A RD. FORK, A SWITCHBACK, AND A MONUMENT
 LO0732'ERECTED TO A JAPANESE PILOT, THEN CONTINUE 3.5 MI. FARTHER TO A T-RD.
 LO0732'FORK, TAKE THE LEFK FORK AND PROCEED NORTHEAST FOR 1.0 MI. ALONG DIRT
 LO0732'RD. TO A Y-FORK.  TAKE LEFT FORK AND CONTINUE ALONG THE W. SIDE OF THE
 LO0732'HILL TO THE TOP OF RIDGE.  THE STATION IS ON THE WESTERNMOST PART OF
 LO0732'THE HILL.
 LO0732'
 LO0732'STATION MARK - STANDARD USDA FOREST SERVICE BRONZE TABLET CEMENTED IN
 LO0732'A 1 X 2 FT. ROCK, FLUSH WITH THE GROUND, TABLET IS STAMPED ---TREE
 LO0732'1963---.
 LO0732'
 LO0732'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0695 ***********************************************************************
 MS0695  DESIGNATION -  TREMONTON
 MS0695  PID         -  MS0695
 MS0695  STATE/COUNTY-  UT/BOX ELDER
 MS0695  COUNTRY     -  US
 MS0695  USGS QUAD   -  TREMONTON (2017)
 MS0695
 MS0695                         *CURRENT SURVEY CONTROL
 MS0695  ______________________________________________________________________
 MS0695* NAD 83(1994) POSITION- 41 42 41.07331(N) 112 11 02.34413(W)   ADJUSTED
 MS0695* NAVD 88 ORTHO HEIGHT -  1317.6   (meters)     4323.    (feet) VERTCON3
 MS0695  ______________________________________________________________________
 MS0695  GEOID HEIGHT    -        -15.660 (meters)                     GEOID18
 MS0695  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 MS0695  HORZ ORDER      -  SECOND
 MS0695
 MS0695.The horizontal coordinates were established by classical geodetic methods
 MS0695.and adjusted by the National Geodetic Survey in November 1997.
 MS0695
 MS0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0695
 MS0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0695.GEOID18 height accuracy estimate available here.
 MS0695
 MS0695.Click photographs - Photos may exist for this station.
 MS0695
 MS0695.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0695
 MS0695. The following values were computed from the NAD 83(1994) position.
 MS0695
 MS0695;                    North         East     Units Scale Factor Converg.
 MS0695;SPC UT N     - 1,153,263.617   443,077.245   MT  0.99998912   -0 27 03.6
 MS0695;SPC UT N     - 3,783,665.72  1,453,662.59   sFT  0.99998912   -0 27 03.6
 MS0695;UTM  12      - 4,618,412.338   401,502.607   MT  0.99971939   -0 47 16.3
 MS0695
 MS0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0695!SPC UT N     -   0.99979584  x   0.99998912  =   0.99978496
 MS0695!UTM  12      -   0.99979584  x   0.99971939  =   0.99951529
 MS0695
 MS0695:                Primary Azimuth Mark                     Grid Az
 MS0695:SPC UT N     -  TREMONTON AZ MK                          266 22 56.4
 MS0695:UTM  12      -  TREMONTON AZ MK                          266 43 09.1
 MS0695
 MS0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM0150218412(NAD 83)
 MS0695
 MS0695|---------------------------------------------------------------------|
 MS0695| PID    Reference Object                     Distance      Geod. Az  |
 MS0695|                                                           dddmmss.s |
 MS0695| CM6639 TREMONTON RM 1                       14.112 METERS 04009     |
 MS0695| CM6638 TREMONTON AZ MK                                    2655552.8 |
 MS0695| CM6640 TREMONTON RM 2                       11.998 METERS 27206     |
 MS0695|---------------------------------------------------------------------|
 MS0695
 MS0695                          SUPERSEDED SURVEY CONTROL
 MS0695
 MS0695  NAD 83(1993)-  41 42 41.07267(N)    112 11 02.33862(W) AD(       ) 2
 MS0695  NAD 83(1986)-  41 42 41.06512(N)    112 11 02.33174(W) AD(       ) 2
 MS0695  NAD 27      -  41 42 41.32430(N)    112 10 59.50440(W) AD(       ) 2
 MS0695  NGVD 29 (07/19/86) 1316.6    (m)         4320.     (f) VERT ANG       
 MS0695
 MS0695.Superseded values are not recommended for survey control.
 MS0695
 MS0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0695.See file dsdata.pdf to determine how the superseded data were derived.
 MS0695
 MS0695_MARKER: DS = TRIANGULATION STATION DISK
 MS0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0695
 MS0695  HISTORY     - Date     Condition        Report By
 MS0695  HISTORY     - 1963     MONUMENTED       CGS
 MS0695  HISTORY     - 1972     GOOD             NGS
 MS0695
 MS0695                          STATION DESCRIPTION
 MS0695
 MS0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MS0695'THE STATION IS ABOUT 1 MILE WEST OF THE CENTER OF THE TOWN OF
 MS0695'TREMONTON, AT THE SOUTHWEST CORNER OF THE MUNICIPAL AIRPORT
 MS0695'AND ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 30 S.
 MS0695'
 MS0695'TO REACH THE STATION FROM THE RAILROAD CROSSING IN TREMONTON,
 MS0695'GO WEST ON HIGHWAY 30 S FOR 0.75 MILE TO THE ENTRANCE TO
 MS0695'THE RODEO GROUNDS AND THE STATION ON THE RIGHT.  CONTINUE
 MS0695'WEST ON THE HIGHWAY FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 MS0695'LEFT.
 MS0695'
 MS0695'THE STATION MARK IS A STANDARD DISK, STAMPED TREMONTON 1963,
 MS0695'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 MS0695'3 INCHES.  IT IS 3.6 FEET SOUTH OF A NORTH RIGHT-OF-WAY
 MS0695'FENCE, 3.1 FEET NORTHWEST OF A WITNESS POST, 50.5 FEET NORTH
 MS0695'OF THE CENTERLINE OF THE HIGHWAY, 31.2 FEET WEST OF A WEST
 MS0695'GATE POST AND 42.7 FEET WEST OF THE CENTERLINE OF THE ROAD
 MS0695'LEADING TO THE RODEO GROUNDS.
 MS0695'
 MS0695'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TREMONTON NO
 MS0695'1 1963, SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST
 MS0695'PROJECTING 2 INCHES.  IT IS 1.0 FOOT EAST OF A NORTH-SOUTH
 MS0695'FENCE, 83.6 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 MS0695'15.9 FEET WEST OF THE CENTERLINE OF THE RODEO GROUNDS ROAD AND
 MS0695'AT ABOUT THE SAME ELEVATION AS THE STATION.
 MS0695'
 MS0695'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TREMONTON NO 2
 MS0695'1963, SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 MS0695'2 INCHES.  IT IS 1.0 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY
 MS0695'FENCE, 52.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 MS0695'82.0 FEET WEST OF THE CENTERLINE OF THE RODEO GROUNDS ROAD
 MS0695'AND 2 FEET LOWER THAN THE STATION.
 MS0695'
 MS0695'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED TREMONTON 1963,
 MS0695'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST THAT PROJECTS
 MS0695'3 INCHES.  IT IS 1.2 FEET NORTH OF A FENCE, 48.6 FEET SOUTH
 MS0695'OF THE CENTERLINE OF THE HIGHWAY, 7.5 FEET EAST OF A TELEPHONE
 MS0695'POLE AND 1.4 FEET SOUTH OF A WITNESS POST.
 MS0695
 MS0695                          STATION RECOVERY (1972)
 MS0695
 MS0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DEP)
 MS0695'STATION AND AZIMUTH MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0519 ***********************************************************************
 HO0519  DESIGNATION -  TROPIC
 HO0519  PID         -  HO0519
 HO0519  STATE/COUNTY-  UT/GARFIELD
 HO0519  COUNTRY     -  US
 HO0519  USGS QUAD   -  TROPIC CANYON (2017)
 HO0519
 HO0519                         *CURRENT SURVEY CONTROL
 HO0519  ______________________________________________________________________
 HO0519* NAD 83(1994) POSITION- 37 38 05.03799(N) 112 04 28.27626(W)   ADJUSTED
 HO0519* NAVD 88 ORTHO HEIGHT -  1958.1   (meters)     6424.    (feet) VERTCON3
 HO0519  ______________________________________________________________________
 HO0519  GEOID HEIGHT    -        -20.245 (meters)                     GEOID18
 HO0519  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 HO0519  HORZ ORDER      -  THIRD
 HO0519
 HO0519.The horizontal coordinates were established by classical geodetic methods
 HO0519.and adjusted by the National Geodetic Survey in November 1997.
 HO0519
 HO0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0519
 HO0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0519.GEOID18 height accuracy estimate available here.
 HO0519
 HO0519.Click photographs - Photos may exist for this station.
 HO0519
 HO0519.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0519
 HO0519. The following values were computed from the NAD 83(1994) position.
 HO0519
 HO0519;                    North         East     Units Scale Factor Converg.
 HO0519;SPC UT S     - 3,107,594.751   449,291.747   MT  0.99995468   -0 21 07.2
 HO0519;SPC UT S     -10,195,500.45  1,474,051.34   sFT  0.99995468   -0 21 07.2
 HO0519;UTM  12      - 4,165,832.009   405,192.481   MT  0.99971071   -0 39 22.2
 HO0519
 HO0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0519!SPC UT S     -   0.99969600  x   0.99995468  =   0.99965069
 HO0519!UTM  12      -   0.99969600  x   0.99971071  =   0.99940680
 HO0519
 HO0519:                Primary Azimuth Mark                     Grid Az
 HO0519:SPC UT S     -  BRYCE                                    246 29 18.5
 HO0519:UTM  12      -  BRYCE                                    246 47 33.5
 HO0519
 HO0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0519265832(NAD 83)
 HO0519
 HO0519|---------------------------------------------------------------------|
 HO0519| PID    Reference Object                     Distance      Geod. Az  |
 HO0519|                                                           dddmmss.s |
 HO0519| HO0522 BRYCE                               APPROX. 8.0 KM 2460811.3 |
 HO0519|---------------------------------------------------------------------|
 HO0519
 HO0519                          SUPERSEDED SURVEY CONTROL
 HO0519
 HO0519  NAD 83(1986)-  37 38 05.03467(N)    112 04 28.28216(W) AD(       ) 3
 HO0519  NAD 27      -  37 38 05.09674(N)    112 04 25.58892(W) AD(       ) 3
 HO0519  NGVD 29 (07/19/86) 1956.8    (m)         6420.     (f) VERT ANG       
 HO0519
 HO0519.Superseded values are not recommended for survey control.
 HO0519
 HO0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0519.See file dsdata.pdf to determine how the superseded data were derived.
 HO0519
 HO0519_MARKER: DD = SURVEY DISK
 HO0519_SETTING: 66 = SET IN ROCK OUTCROP
 HO0519_STAMPING: TROPIC
 HO0519_MARK LOGO: USGS
 HO0519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0519+STABILITY: POSITION/ELEVATION WELL
 HO0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0519+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2023
 HO0519
 HO0519  HISTORY     - Date     Condition        Report By
 HO0519  HISTORY     - 1929     MONUMENTED       USGS
 HO0519  HISTORY     - 20230922 GOOD             INDIV
 HO0519
 HO0519                          STATION DESCRIPTION
 HO0519
 HO0519'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 HO0519'LOCATED 0.5 MI. NE. OF TROPIC AND 0.25 MI. E. OF PANGUITCH-TROPIC
 HO0519'RD., ON CONE SUMMIT AT NE. CORNER OF LOW, BARE HILL IN T 36 S, R 1 W,
 HO0519'SEC. 9.
 HO0519'
 HO0519'TO REACH FROM THE POST OFFICE AT TROPIC, DRIVE E. 0.4 MI. TO UTAH
 HO0519'STATE HIGHWAY 54, THENCE N. ON HIGHWAY 0.4 MI. TO DIRT RD. ON RIGHT,
 HO0519'TURN RIGHT FOR 0.4 MI., THENCE LEFT 0.5 MI. AROUND TO THE E. SIDE OF
 HO0519'THE HIGHEST CONE SHAPED KNOB AND END OF TRUCK TRAVEL, THENCE PACK W.
 HO0519'TO TOP AND STATION.  ABOUT A 5 MINUTE PACK.
 HO0519'
 HO0519'STATION MARK--STANDARD TABLET, STAMPED ---TROPIC---, CEMENTED IN ROCK
 HO0519'SET FLUSH WITH GROUND.
 HO0519'
 HO0519'REFERENCE MARK--REFERENCE MARK TABLET, STAMPED ---TROPIC---, CEMENTED
 HO0519'IN ROCK SET FLUSH WITH GROUND, 98.9 FT. FROM STATION MARK,
 HO0519'S 33 DEG 56 MIN W.
 HO0519
 HO0519                          STATION RECOVERY (2023)
 HO0519
 HO0519'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (KLC)
 HO0519'BENCH MARK RECOVERED WITH PRIVATE PROPERTY OWNER PERMISSION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0521 ***********************************************************************
 JM0521  DESIGNATION -  TROUGH
 JM0521  PID         -  JM0521
 JM0521  STATE/COUNTY-  UT/SAN JUAN
 JM0521  COUNTRY     -  US
 JM0521  USGS QUAD   -  LOCKHART BASIN (2017)
 JM0521
 JM0521                         *CURRENT SURVEY CONTROL
 JM0521  ______________________________________________________________________
 JM0521* NAD 83(1994) POSITION- 38 21 39.03206(N) 109 39 36.66708(W)   ADJUSTED
 JM0521* NAVD 88 ORTHO HEIGHT -  1850.5   (meters)     6071.    (feet) VERTCON3
 JM0521  ______________________________________________________________________
 JM0521  GEOID HEIGHT    -        -19.889 (meters)                     GEOID18
 JM0521  LAPLACE CORR    -         10.82  (seconds)                    DEFLEC18
 JM0521  HORZ ORDER      -  THIRD
 JM0521
 JM0521.The horizontal coordinates were established by classical geodetic methods
 JM0521.and adjusted by the National Geodetic Survey in November 1997.
 JM0521
 JM0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0521
 JM0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0521.GEOID18 height accuracy estimate available here.
 JM0521
 JM0521.Click photographs - Photos may exist for this station.
 JM0521
 JM0521.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0521
 JM0521. The following values were computed from the NAD 83(1994) position.
 JM0521
 JM0521;                    North         East     Units Scale Factor Converg.
 JM0521;SPC UT S     - 3,189,613.459   660,790.364   MT  1.00000189   +1 07 38.0
 JM0521;SPC UT S     -10,464,590.16  2,167,943.05   sFT  1.00000189   +1 07 38.0
 JM0521;UTM  12      - 4,246,701.923   617,055.900   MT  0.99976874   +0 49 53.8
 JM0521
 JM0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0521!SPC UT S     -   0.99971285  x   1.00000189  =   0.99971474
 JM0521!UTM  12      -   0.99971285  x   0.99976874  =   0.99948166
 JM0521
 JM0521:                Primary Azimuth Mark                     Grid Az
 JM0521:SPC UT S     -  HATCH                                    319 42 44.2
 JM0521:UTM  12      -  HATCH                                    320 00 28.4
 JM0521
 JM0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH1705546701(NAD 83)
 JM0521
 JM0521|---------------------------------------------------------------------|
 JM0521| PID    Reference Object                     Distance      Geod. Az  |
 JM0521|                                                           dddmmss.s |
 JM0521| JM0523 HATCH                               APPROX. 6.4 KM 3205022.2 |
 JM0521|---------------------------------------------------------------------|
 JM0521
 JM0521                          SUPERSEDED SURVEY CONTROL
 JM0521
 JM0521  NAD 83(1986)-  38 21 39.02190(N)    109 39 36.66732(W) AD(       ) 3
 JM0521  NAD 27      -  38 21 39.07429(N)    109 39 34.24525(W) AD(       ) 3
 JM0521  NGVD 29 (07/19/86) 1849.5    (m)         6068.     (f) VERT ANG       
 JM0521
 JM0521.Superseded values are not recommended for survey control.
 JM0521
 JM0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0521.See file dsdata.pdf to determine how the superseded data were derived.
 JM0521
 JM0521_MARKER: DB = BENCH MARK DISK
 JM0521_SETTING: 80 = SET IN A BOULDER
 JM0521_STAMPING: TROUGH 1954
 JM0521_MARK LOGO: USGS
 JM0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0521+STABILITY: SURFACE MOTION
 JM0521
 JM0521  HISTORY     - Date     Condition        Report By
 JM0521  HISTORY     - 1954     MONUMENTED       USGS
 JM0521
 JM0521                          STATION DESCRIPTION
 JM0521
 JM0521'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0521'LOCATED ABOUT 24 MI. WNW. OF LA SAL, 15 MI. S. OF MOAB, 8 MI. SW. OF
 JM0521'JUNCTION OF TROUGH SPRING WASH AND CANE SPRING WASH, 7.5 MI. SW. OF
 JM0521'JUNCTION OF HATCH WASH AND CANE SPRING WASH, 5 MI. E. OF JUNCTION OF
 JM0521'LOCKHART CANYON AND COLORADO RIVER AND 0.75 MI. N. OF POINT
 JM0521'OVERLOOKING LOCKHART CANYON ON A LOW WOODED HILL ON SW. END OF
 JM0521'PLATEAU KNOWN LOCALLY AS HATCH POINT.
 JM0521'
 JM0521'STATION REACHED BY HELICOPTER.
 JM0521'
 JM0521'STATION MARK--STANDARD TABLET CEMENTED IN BURIED BOULDER PROJECTING
 JM0521'ABOUT 0.1 FT. ABOVE GROUND.
 JM0521'
 JM0521'REFERENCE MARK NO. 1--IRON PIPE PROJECTING ABOUT 1 FT. ABOVE GROUND,
 JM0521'19.59 FT. FROM STATION MARK, N 79 DEG 51 MIN W.
 JM0521'
 JM0521'REFERENCE MARK NO. 2--IRON PIPE PROJECTING ABOUT 1 FT. ABOVE GROUND,
 JM0521'20.68 FT. FROM STATION MARK, N 03 DEG 08 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0488 ***********************************************************************
 JN0488  DESIGNATION -  TROUGH
 JN0488  PID         -  JN0488
 JN0488  STATE/COUNTY-  UT/EMERY
 JN0488  COUNTRY     -  US
 JN0488  USGS QUAD   -  HUNT DRAW (2017)
 JN0488
 JN0488                         *CURRENT SURVEY CONTROL
 JN0488  ______________________________________________________________________
 JN0488* NAD 83(1994) POSITION- 38 32 10.50962(N) 110 59 26.50470(W)   ADJUSTED
 JN0488* NAVD 88 ORTHO HEIGHT -  1987.3   (meters)     6520.    (feet) VERTCON3
 JN0488  ______________________________________________________________________
 JN0488  GEOID HEIGHT    -        -19.170 (meters)                     GEOID18
 JN0488  LAPLACE CORR    -         -6.58  (seconds)                    DEFLEC18
 JN0488  HORZ ORDER      -  THIRD
 JN0488
 JN0488.The horizontal coordinates were established by classical geodetic methods
 JN0488.and adjusted by the National Geodetic Survey in November 1997.
 JN0488
 JN0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0488
 JN0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0488.GEOID18 height accuracy estimate available here.
 JN0488
 JN0488.Click photographs - Photos may exist for this station.
 JN0488
 JN0488.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0488
 JN0488. The following values were computed from the NAD 83(1994) position.
 JN0488
 JN0488;                    North         East     Units Scale Factor Converg.
 JN0488;SPC UT C     - 2,022,655.837   544,412.300   MT  1.00015311   +0 19 34.5
 JN0488;SPC UT C     - 6,635,996.69  1,786,126.02   sFT  1.00015311   +0 19 34.5
 JN0488;UTM  12      - 4,265,316.133   500,810.904   MT  0.99960001   +0 00 20.9
 JN0488
 JN0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0488!SPC UT C     -   0.99969129  x   1.00015311  =   0.99984436
 JN0488!UTM  12      -   0.99969129  x   0.99960001  =   0.99929143
 JN0488
 JN0488:                Primary Azimuth Mark                     Grid Az
 JN0488:SPC UT C     -  MORONI                                   336 58 03.1
 JN0488:UTM  12      -  MORONI                                   337 17 16.7
 JN0488
 JN0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH0081065316(NAD 83)
 JN0488
 JN0488|---------------------------------------------------------------------|
 JN0488| PID    Reference Object                     Distance      Geod. Az  |
 JN0488|                                                           dddmmss.s |
 JN0488| JN0346 MORONI                              APPROX. 6.2 KM 3371737.6 |
 JN0488|---------------------------------------------------------------------|
 JN0488
 JN0488                          SUPERSEDED SURVEY CONTROL
 JN0488
 JN0488  NAD 83(1986)-  38 32 10.50160(N)    110 59 26.49932(W) AD(       ) 3
 JN0488  NAD 27      -  38 32 10.57533(N)    110 59 23.92292(W) AD(       ) 3
 JN0488  NGVD 29 (07/19/86) 1986.1    (m)         6516.     (f) VERT ANG       
 JN0488
 JN0488.Superseded values are not recommended for survey control.
 JN0488
 JN0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0488.See file dsdata.pdf to determine how the superseded data were derived.
 JN0488
 JN0488
 JN0488  HISTORY     - Date     Condition        Report By
 JN0488  HISTORY     - 1952     MONUMENTED       USGS
 JN0488  HISTORY     - 1952     GOOD             USGS
 JN0488
 JN0488                          STATION DESCRIPTION
 JN0488
 JN0488'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0488'LOCATED ABOUT 22.0 MI. NW. OF HANKSVILLE, 15.0 MI. N. OF CAINESVILLE
 JN0488'AND 4.0 MI. WNW. OF CONFLUENCE OF STARVATION CREEK AND MUDDY RIVER ON
 JN0488'PROMINIENT KNOB ON FIRST RIM W. OF STARVATION CREEK WHERE DEEP CANYON
 JN0488'MAKES  HORSESHOE BEND ON HIGHEST POINT OF KNOB.
 JN0488'
 JN0488'STATION REACHED BY HELICOPTER.
 JN0488'
 JN0488'STATION MARK - STANDARD TABLET STAMPED ---TROUGH 1952--- CEMENTED IN
 JN0488'ROCK OUTCROP.
 JN0488'
 JN0488'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.1
 JN0488'1952--- CEMENTED IN ROCK OUTCROP -SLOPE DISTANCE.- 34.68 FT. FROM
 JN0488'STATION MARK, N 36 DEG 59 MIN E.
 JN0488'
 JN0488'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.2
 JN0488'1952--- CEMENTED IN ROCK OUTCROP-SLOPE DISTANCE-28.28 FT. FROM STATION
 JN0488'MARK, S 04 DEG 09 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0486 ***********************************************************************
 KO0486  DESIGNATION -  TROUT
 KO0486  PID         -  KO0486
 KO0486  STATE/COUNTY-  UT/JUAB
 KO0486  COUNTRY     -  US
 KO0486  USGS QUAD   -  IBAPAH PEAK (2017)
 KO0486
 KO0486                         *CURRENT SURVEY CONTROL
 KO0486  ______________________________________________________________________
 KO0486* NAD 83(1994) POSITION- 39 46 17.48802(N) 113 57 57.03101(W)   ADJUSTED
 KO0486* NAVD 88 ORTHO HEIGHT -  3452.53  (+/-2cm)    11327.2   (feet) VERTCON3
 KO0486  ______________________________________________________________________
 KO0486  GEOID HEIGHT    -        -18.797 (meters)                     GEOID18
 KO0486  LAPLACE CORR    -          9.86  (seconds)                    DEFLEC18
 KO0486  HORZ ORDER      -  THIRD
 KO0486  VERT ORDER      -  THIRD ? (See Below)
 KO0486
 KO0486.The horizontal coordinates were established by classical geodetic methods
 KO0486.and adjusted by the National Geodetic Survey in November 1997.
 KO0486
 KO0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0486
 KO0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0486.GEOID18 height accuracy estimate available here.
 KO0486
 KO0486.The vertical order pertains to the NGVD 29 superseded value.
 KO0486
 KO0486.Click photographs - Photos may exist for this station.
 KO0486
 KO0486.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0486
 KO0486. The following values were computed from the NAD 83(1994) position.
 KO0486
 KO0486;                    North         East     Units Scale Factor Converg.
 KO0486;SPC UT C     - 2,162,577.390   288,780.142   MT  0.99989943   -1 34 46.4
 KO0486;SPC UT C     - 7,095,055.99    947,439.52   sFT  0.99989943   -1 34 46.4
 KO0486;UTM  12      - 4,406,607.228   245,974.073   MT  1.00039451   -1 53 54.0
 KO0486;UTM  11      - 4,406,803.437   759,878.228   MT  1.00043155   +1 56 31.6
 KO0486
 KO0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0486!SPC UT C     -   0.99946160  x   0.99989943  =   0.99936108
 KO0486!UTM  12      -   0.99946160  x   1.00039451  =   0.99985590
 KO0486!UTM  11      -   0.99946160  x   1.00043155  =   0.99989292
 KO0486
 KO0486:                Primary Azimuth Mark                     Grid Az
 KO0486:SPC UT C     -  IBEPAH                                   033 40 47.6
 KO0486:UTM  12      -  IBEPAH                                   033 59 55.2
 KO0486:UTM  11      -  IBEPAH                                   030 09 29.6
 KO0486
 KO0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK4597406607(NAD 83)
 KO0486
 KO0486|---------------------------------------------------------------------|
 KO0486| PID    Reference Object                     Distance      Geod. Az  |
 KO0486|                                                           dddmmss.s |
 KO0486| KO0484 IBEPAH                              APPROX. 7.4 KM 0320601.2 |
 KO0486|---------------------------------------------------------------------|
 KO0486
 KO0486                          SUPERSEDED SURVEY CONTROL
 KO0486
 KO0486  NAD 83(1986)-  39 46 17.48202(N)    113 57 57.03127(W) AD(       ) 3
 KO0486  NAD 27      -  39 46 17.69907(N)    113 57 54.03970(W) AD(       ) 3
 KO0486  NGVD 29            3451.00   (m)        11322.2    (f) LEVELING    3  
 KO0486
 KO0486.Superseded values are not recommended for survey control.
 KO0486
 KO0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0486.See file dsdata.pdf to determine how the superseded data were derived.
 KO0486
 KO0486_MARKER: DD = SURVEY DISK
 KO0486_SETTING: 66 = SET IN ROCK OUTCROP
 KO0486_STAMPING: TROUT 1959
 KO0486_MARK LOGO: USGS
 KO0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0486+STABILITY: POSITION/ELEVATION WELL
 KO0486
 KO0486  HISTORY     - Date     Condition        Report By
 KO0486  HISTORY     - 1959     MONUMENTED       USGS
 KO0486
 KO0486                          STATION DESCRIPTION
 KO0486
 KO0486'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 KO0486'LOCATED ABOUT 65 MI. (AIRLINE) NE. OF ELY, NEVADA, 58 MI. N. OF
 KO0486'GARRISON, UTAH, 8 MI. W. OF TROUT CREEK, UTAH, BETWEEN THE HEAD OF
 KO0486'BIRCH CREEK AND TROUT CREEK, ON THE TOP OF A HIGH SMOOTH N-S. RIDGE
 KO0486'IN THE DEEP CREEK RANGE.
 KO0486'
 KO0486'TO REACH FROM TROUT CREEK, UTAH, DRIVE 3.5 MI. NW. UP BIRCH CREEK INTO
 KO0486'MOUTH OF CANYON AND END OF TRUCK TRAVEL.  PACK ABOUT 3.5 MI. ALONG
 KO0486'TRAIL TO BIG BIRCH AND A PROMINENT FORK FROM THE N., FOLLOW STREAM AND
 KO0486'CANYON N. TO HIGH SADDLE AT HEAD OF CANYON BETWEEN BIRCH AND TROUT
 KO0486'CREEK, CLIMB W. UP SHALE COVERED HILL TO TOP AND STATION.  ABOUT A
 KO0486'30 MINUTE PACK FROM SADDLE.
 KO0486'
 KO0486'NOTE--STATION MIGHT BE REACHED BY 4-WHEEL DRIVE FROM IBAPAH, UTAH,
 KO0486'BY GOING S. INTO DEEP CREEK AND JOHNSON CANYON BY JEEP TRAIL TO THE
 KO0486'SADDLE BETWEEN BIRCH CREEK AND DEEP CREEK (JOHNSON CANYON), THEN
 KO0486'PACK NNE. UP RIDGE TO STATION ON TOP (ABOUT 2 MI.).
 KO0486'
 KO0486'STATION MARK--STANDARD TABLET, STAMPED ---TROUT 1959---, CEMENTED IN
 KO0486'SHALE ROCK IN CIRCULAR CAIRN.
 KO0486'
 KO0486'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, IN ROCK.
 KO0486'
 KO0486'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, IN BASE OF SMALL TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0664 ***********************************************************************
 LN0664  DESIGNATION -  TROUT
 LN0664  PID         -  LN0664
 LN0664  STATE/COUNTY-  UT/DAGGETT
 LN0664  COUNTRY     -  US
 LN0664  USGS QUAD   -  ELK PARK (2017)
 LN0664
 LN0664                         *CURRENT SURVEY CONTROL
 LN0664  ______________________________________________________________________
 LN0664* NAD 83(1994) POSITION- 40 47 45.15393(N) 109 40 24.18418(W)   ADJUSTED
 LN0664* NAVD 88 ORTHO HEIGHT -  3243.8   (meters)    10642.    (feet) VERTCON3
 LN0664  ______________________________________________________________________
 LN0664  GEOID HEIGHT    -        -13.233 (meters)                     GEOID18
 LN0664  LAPLACE CORR    -         -7.16  (seconds)                    DEFLEC18
 LN0664  HORZ ORDER      -  FIRST
 LN0664
 LN0664.The horizontal coordinates were established by classical geodetic methods
 LN0664.and adjusted by the National Geodetic Survey in November 1997.
 LN0664
 LN0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0664
 LN0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0664.GEOID18 height accuracy estimate available here.
 LN0664
 LN0664.Click photographs - Photos may exist for this station.
 LN0664
 LN0664.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0664
 LN0664. The following values were computed from the NAD 83(1994) position.
 LN0664
 LN0664;                    North         East     Units Scale Factor Converg.
 LN0664;SPC UT N     - 1,052,985.011   654,142.603   MT  0.99998816   +1 12 15.8
 LN0664;SPC UT N     - 3,454,668.32  2,146,132.86   sFT  0.99998816   +1 12 15.8
 LN0664;SPC UT C     - 2,274,977.369   654,151.164   MT  1.00003957   +1 10 12.3
 LN0664;SPC UT C     - 7,463,821.58  2,146,160.94   sFT  1.00003957   +1 10 12.3
 LN0664;UTM  12      - 4,516,944.379   611,915.373   MT  0.99975416   +0 52 00.7
 LN0664
 LN0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0664!SPC UT N     -   0.99949350  x   0.99998816  =   0.99948167
 LN0664!SPC UT C     -   0.99949350  x   1.00003957  =   0.99953305
 LN0664!UTM  12      -   0.99949350  x   0.99975416  =   0.99924779
 LN0664
 LN0664:                Primary Azimuth Mark                     Grid Az
 LN0664:SPC UT N     -  MANILA                                   340 24 21.0
 LN0664:SPC UT C     -  MANILA                                   340 26 24.5
 LN0664:UTM  12      -  MANILA                                   340 44 36.1
 LN0664
 LN0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL1191516944(NAD 83)
 LN0664
 LN0664|---------------------------------------------------------------------|
 LN0664| PID    Reference Object                     Distance      Geod. Az  |
 LN0664|                                                           dddmmss.s |
 LN0664| DQ4567 TROUT RM 1                           18.745 METERS 02931     |
 LN0664| DQ4568 TROUT RM 2                            8.108 METERS 09649     |
 LN0664| LN0663 RANGER                              395.260 METERS 18053     |
 LN0664| DQ4569 TROUT AZ MK                                        2842804.3 |
 LN0664| LN0690 MANILA                              APPROX.21.6 KM 3413636.8 |
 LN0664|---------------------------------------------------------------------|
 LN0664
 LN0664                          SUPERSEDED SURVEY CONTROL
 LN0664
 LN0664  NAD 83(1993)-  40 47 45.15383(N)    109 40 24.18422(W) AD(       ) 1
 LN0664  NAD 83(1986)-  40 47 45.13442(N)    109 40 24.17252(W) AD(       ) 1
 LN0664  NAD 27      -  40 47 45.28700(N)    109 40 21.64700(W) AD(       ) 1
 LN0664  NGVD 29 (07/19/86) 3242.2    (m)        10637.     (f) VERT ANG       
 LN0664
 LN0664.Superseded values are not recommended for survey control.
 LN0664
 LN0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0664.See file dsdata.pdf to determine how the superseded data were derived.
 LN0664
 LN0664_MARKER: DS = TRIANGULATION STATION DISK
 LN0664_SETTING: 66 = SET IN ROCK OUTCROP
 LN0664_STAMPING: TROUT 1937
 LN0664_MARK LOGO: CGS
 LN0664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0664+STABILITY: POSITION/ELEVATION WELL
 LN0664
 LN0664  HISTORY     - Date     Condition        Report By
 LN0664  HISTORY     - 1937     MONUMENTED       CGS
 LN0664  HISTORY     - 1947     GOOD             CGS
 LN0664  HISTORY     - 1961     GOOD             USGS
 LN0664
 LN0664                          STATION DESCRIPTION
 LN0664
 LN0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LN0664'IN THE ASHLEY NATIONAL FOREST, ABOUT 25 MILES NNW OF VERNAL, 13-1/2
 LN0664'MILES SSE OF MANILA, ON A HIGH, WOODED PEAK OF THE UINTA
 LN0664'MOUNTAINS, NEAR THE HEAD OF TROUT CREEK, ABOUT 3 MILES N OF
 LN0664'THE TROUT CREEK RANGER STATION, ON THE HIGHEST POINT OF THE
 LN0664'PEAK, AT THE N END OF THE SUMMIT, ON THE N SIDE OF A HEAVILY
 LN0664'TIMBERED SADDLE, IN ABOUT THE CENTER OF THE LEVEL, ROCKY AND
 LN0664'TIMBERED SUMMIT, ON THE PROLONGATION OF THE AXIS OF THE SHARPLY
 LN0664'SLOPING RIDGE TO THE S.
 LN0664'
 LN0664'STATION AND REFERENCE MARK NO. 2 ARE STANDARD BRONZE DISKS
 LN0664'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 LN0664'
 LN0664'AZIMUTH AND REFERENCE MARK NO. 1 ARE STANDARD DISKS WEDGED
 LN0664'IN DRILL HOLES IN BOULDERS.
 LN0664'
 LN0664'REFERENCE MARK NO. 1 IS NNE OF THE STATION, IN TOP OF CUBICAL
 LN0664'BOULDER PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 LN0664'
 LN0664'REFERENCE MARK NO. 2 IS E BY S OF THE STATION, IN TOP OF
 LN0664'FLAT LEDGE, FLUSH WITH THE GROUND.
 LN0664'
 LN0664'THE AZIMUTH MARK IS APPROXIMATELY 165 YARDS W BY N OF THE
 LN0664'STATION, IN RANGE WITH A SMALL FIR TREE WITH TRIANGLE BLAZE
 LN0664'AND ABOUT 10 FEET E OF IT, JUST E OF POINT WHERE THE SUMMIT
 LN0664'BREAKS OFF INTO A SLOPE TO THE W.
 LN0664'
 LN0664'NOTE--THE AZIMUTH MARK IS BELIEVED TO BE TOO CLOSE TO FURNISH
 LN0664'AN ACCURATE AZIMUTH AND WAS CUT IN WITH ONLY TOW POSITIONS
 LN0664'OF THE CIRCLE RANGER, APPROXIMATELY 3/8 MILE S ON THE BACKBONE
 LN0664'OF THE SUMMIT TO THE S OF THE HEAVILY TIMBERED SADDLE MENTIONED
 LN0664'ABOVE, PROVIDES A MUCH BETTER AZIMUTH.
 LN0664'
 LN0664'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 LN0664'STATE HIGHWAY 44 AT VERNAL, GO N ON HIGHWAY 44 FOR 22 MILES
 LN0664'AND TAKE LEFT FORK ON GRADED ROAD AT SIGN TROUT CREEK RANGER
 LN0664'STATION 15 MILES, THENCE ON THE MAIN-TRAVELED ROAD FOR 13.3
 LN0664'MILES AND TURN RIGHT ON T-ROAD JUST AFTER CROSSING A SMALL
 LN0664'WOODEN BRIDGE, THENCE 0.5 MILE TO THE TROUT CREEK RANGER STATION
 LN0664'AND TO THE END OF TRUCK TRAVEL.  GO N UP A BOGGY MEADOW FOR
 LN0664'ABOUT 1/4 MILE AND STRIKE A WELL-MARKED FOREST SERVICE TRAIL,
 LN0664'THENCE NORTHERLY ON THE TRAIL FOR ABOUT 2 MILES TO TRIANGLE
 LN0664'BLAZED TREE ON RIGHT AT TOP OF LOW, ROCKY RIDGE.  THE
 LN0664'STATION HILL BEARS 303 DEG MAGNETIC FROM THIS POINT.  TURN
 LN0664'LEFT AND GO WESTERLY THROUGH THE TIMBER, BEARING LEFT TO
 LN0664'AVOID THE WORST OF THE DOWN TIMBER, FOR ABOUT 3/8 MILE
 LN0664'TO THE BASE OF THE S END OF THE STATION PEAK, THENCE TURN
 LN0664'RIGHT AND GO N UP THE RIDGE WHICH IS ROCKY AND VERY
 LN0664'STEEP AT POINTS FOR ABOUT 3/4 MILE, PASSING STATION
 LN0664'RANGER ENROUTE TO THE HIGH, WOODED POINT AND THE STATION,
 LN0664'AT THE N END OF THE PEAK.  ABOUT 3-3/8 MILES, 1-1/2
 LN0664'HOURS STEADY PACKING.
 LN0664'
 LN0664'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 LN0664
 LN0664                          STATION RECOVERY (1947)
 LN0664
 LN0664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LN0664'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 LN0664'PREVIOUSLY DESCRIBED.
 LN0664'
 LN0664'A NEW DESCRIPTION IS AS FOLLOWS--
 LN0664'
 LN0664'STATION LOCATED IN THE ASHLEY NATIONAL FOREST, ABOUT 25 MILES
 LN0664'NORTH NORTHWEST OF VERNAL, 13-1/2 MILES SOUTH-SOUTHEAST OF
 LN0664'MANILA, 3 MILES NORTH OF THE TROUT CREEK RANGER STATION, ON
 LN0664'HIGHEST POINT OF A HIGH, WOODED PEAK OF THE UINTAH MOUNTAINS,
 LN0664'PROJECTS 5 INCHES, AND STAMPED--TROUT
 LN0664'1937.
 LN0664'
 LN0664'REFERENCE MARK NO. 1 PROJECTS 6 INCHES,
 LN0664'AND STAMPED--TROUT NO 1 1937.
 LN0664'
 LN0664'REFERENCE MARK NO. 2 PROJECTS 12 INCHES,
 LN0664'AND STAMPED--TROUT NO 2 1937.
 LN0664'
 LN0664'AZIMUTH MARK IS 10 FEET EAST OF A TRIANGLE BLAZED TREE,
 LN0664'AND STAMPED--TROUT 1937.
 LN0664'
 LN0664'TO REACH FROM VERNAL, GO NORTH ON HIGHWAY 44 FOR 20.0 MILES
 LN0664'TO FORK AND SIGN TROUT CREEK RANGER STATION 15 MILES.  TURN
 LN0664'LEFT AND GO 1.6 MILE TO FORK.  TAKE LEFT FORK AND GO 7.4 MILES
 LN0664'TO FORK JUST AFTER CROSSING SMALL BRIDGE.  TURN RIGHT, AS
 LN0664'PER SIGN TROUT CREEK RANGER STATION 1/2 MILE, AND GO 0.5 MILE
 LN0664'TO RANGER STATION AND END OF TRUCK TRAVEL.  FROM HERE PACK
 LN0664'NORTH ACROSS LOG FENCE AND UP THROUGH BOGGY MEADOW TO WELL
 LN0664'BLAZED FOREST SERVICE TRAIL IN NORTHWEST CORNER OF MEADOW.
 LN0664'FOLLOW THIS TRAIL ABOUT 2 MILES TO TOP OF ROCKY RIDGE AND
 LN0664'TRIANGLE BLAZE ON TREE AT RIGHT OF TRAIL.  LEAVE TRAIL,
 LN0664'TURNING LEFT AND FOLLOW BLAZED TREES IN WESTERLY DIRECTION TO
 LN0664'STEEP SLOPE.  CONTINUE FOLLOWING BLAZED TREES IN NORTHERLY
 LN0664'DIRECTION TO TOP OF RIDGE AND TRIANGULATION STATION RANGER
 LN0664'1937.  PACK ACROSS SADDLE TO SUMMIT OF NEXT PEAK TO NORTH
 LN0664'AND STATION AS DESCRIBED ABOVE.  A 2 HOUR PACK.
 LN0664'
 LN0664'OBSERVATIONS MADE FROM A 2.2 METER TRIPOD.
 LN0664'
 LN0664'NOTE--THE STATION WAS REACHED BY THE FOLLOWING DESCRIPTION,
 LN0664'BUT AT THAT TIME IT WAS IMPOSSIBLE TO WRITE AN ACCURATE DESCRIPTION.
 LN0664'FROM THE FORK MENTIONED IN ABOVE DESCRIPTION, 0.5 MILE FROM
 LN0664'RANGER STATION, GO APPROXIMATELY 0.2 MILE TOWARD RANGER STATION
 LN0664'TO A DIM FORK ON RIGHT.  TURN RIGHT AND FOLLOW ROAD FOR
 LN0664'FOR APPROXIMATELY 1.0 MILE TO FORKS.  TURN LEFT AND FOLLOW DIM
 LN0664'ROAD AND BLAZED TREES FOR APPROXIMATELY 2.0 MILES TO END OF
 LN0664'TRUCK TRAVEL AT BASE OF ROCKY SLOPE AND TRIANGLE BLAZED
 LN0664'TREE, (THE LAST 0.3 MILE OF THIS IS HARD TO FOLLOW, BUT GO
 LN0664'IN A NORTHERLY DIRECTION).  FROM HERE PACK IN WESTERLY
 LN0664'DIRECTION ALONG BLAZED TREES FOR APPROXIMATELY 0.3 MILE TO
 LN0664'TRAIL AND TRIANGLE BLAZED TREE AS MENTIONED IN ABOVE
 LN0664'DESCRIPTION.  FROM HERE USE ABOVE DESCRIPTIONS.  A 45 MINUTE
 LN0664'PACK.
 LN0664
 LN0664                          STATION RECOVERY (1961)
 LN0664
 LN0664'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LN0664'ALL MARKS IN GOOD CONDITION, REACHED BY HELICOPTER,AND A 1 HOUR PACK
 LN0664'FROM THE PARK THAT IS LOCATED TO THE W. OF THE TOP ON WHICH THE
 LN0664'STATION IS LOCATED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0665 ***********************************************************************
 LN0665  DESIGNATION -  TROUT CREEK PEAK
 LN0665  PID         -  LN0665
 LN0665  STATE/COUNTY-  UT/UINTAH
 LN0665  COUNTRY     -  US
 LN0665  USGS QUAD   -  ELK PARK (2017)
 LN0665
 LN0665                         *CURRENT SURVEY CONTROL
 LN0665  ______________________________________________________________________
 LN0665* NAD 83(1994) POSITION- 40 47 12.10649(N) 109 42 31.33862(W)   ADJUSTED
 LN0665* NAVD 88 ORTHO HEIGHT -  3207.7   (meters)    10524.    (feet) VERTCON3
 LN0665  ______________________________________________________________________
 LN0665  GEOID HEIGHT    -        -13.148 (meters)                     GEOID18
 LN0665  LAPLACE CORR    -         -6.88  (seconds)                    DEFLEC18
 LN0665  HORZ ORDER      -  THIRD
 LN0665
 LN0665.The horizontal coordinates were established by classical geodetic methods
 LN0665.and adjusted by the National Geodetic Survey in November 1997.
 LN0665
 LN0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0665
 LN0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0665.GEOID18 height accuracy estimate available here.
 LN0665
 LN0665.Click photographs - Photos may exist for this station.
 LN0665
 LN0665.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0665
 LN0665. The following values were computed from the NAD 83(1994) position.
 LN0665
 LN0665;                    North         East     Units Scale Factor Converg.
 LN0665;SPC UT C     - 2,273,897.829   651,191.211   MT  1.00003688   +1 08 50.9
 LN0665;SPC UT C     - 7,460,279.79  2,136,449.83   sFT  1.00003688   +1 08 50.9
 LN0665;UTM  12      - 4,515,880.842   608,950.596   MT  0.99974610   +0 50 37.0
 LN0665
 LN0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0665!SPC UT C     -   0.99949914  x   1.00003688  =   0.99953600
 LN0665!UTM  12      -   0.99949914  x   0.99974610  =   0.99924537
 LN0665
 LN0665:                Primary Azimuth Mark                     Grid Az
 LN0665:SPC UT C     -  RANGER                                   076 59 29.1
 LN0665:UTM  12      -  RANGER                                   077 17 43.0
 LN0665
 LN0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL0895015880(NAD 83)
 LN0665
 LN0665|---------------------------------------------------------------------|
 LN0665| PID    Reference Object                     Distance      Geod. Az  |
 LN0665|                                                           dddmmss.s |
 LN0665| LN0663 RANGER                              APPROX. 3.0 KM 0780820.0 |
 LN0665|---------------------------------------------------------------------|
 LN0665
 LN0665                          SUPERSEDED SURVEY CONTROL
 LN0665
 LN0665  NAD 83(1993)-  40 47 12.10650(N)    109 42 31.33864(W) AD(       ) 3
 LN0665  NAD 83(1986)-  40 47 12.08690(N)    109 42 31.32681(W) AD(       ) 3
 LN0665  NAD 27      -  40 47 12.23960(N)    109 42 28.79782(W) AD(       ) 3
 LN0665  NGVD 29 (07/19/86) 3206.1    (m)        10519.     (f) VERT ANG       
 LN0665
 LN0665.Superseded values are not recommended for survey control.
 LN0665
 LN0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0665.See file dsdata.pdf to determine how the superseded data were derived.
 LN0665
 LN0665_MARKER: B = BOLT
 LN0665_SETTING: 66 = SET IN ROCK OUTCROP
 LN0665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0665+STABILITY: POSITION/ELEVATION WELL
 LN0665
 LN0665  HISTORY     - Date     Condition        Report By
 LN0665  HISTORY     - 1897     MONUMENTED       USGS
 LN0665
 LN0665                          STATION DESCRIPTION
 LN0665
 LN0665'DESCRIBED BY US GEOLOGICAL SURVEY 1897
 LN0665'LOCATED ABOUT 4 MI. NW. OF TROUT CREEK RANGER STATION, ABOUT 1 MI. S.
 LN0665'OF DAGGETT-UINTAH COUNTY LINE, IN T.1 N., R.20 E., SEC.30, ON THE
 LN0665'SHARP POINTED PEAK -BARE ON TOP- AT THE HEAD OF TROUT CREEK.
 LN0665'
 LN0665'REACHED BY HELICOPTER.
 LN0665'
 LN0665'STATION MARK - ALUMINUM BOLT CEMENTED IN SANDSTONE ROCK ON HIGHEST
 LN0665'POINT OF HILL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0184 ***********************************************************************
 HM0184  DESIGNATION -  TROY
 HM0184  PID         -  HM0184
 HM0184  STATE/COUNTY-  UT/SAN JUAN
 HM0184  COUNTRY     -  US
 HM0184  USGS QUAD   -  BLANDING SOUTH (2017)
 HM0184
 HM0184                         *CURRENT SURVEY CONTROL
 HM0184  ______________________________________________________________________
 HM0184* NAD 83(1994) POSITION- 37 32 48.03884(N) 109 28 35.16119(W)   ADJUSTED
 HM0184* NAVD 88 ORTHO HEIGHT -  1740.964 (meters)     5711.81  (feet) ADJUSTED
 HM0184  ______________________________________________________________________
 HM0184  GEOID HEIGHT    -        -20.241 (meters)                     GEOID18
 HM0184  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 HM0184  DYNAMIC HEIGHT  -       1738.935 (meters)     5705.16  (feet) COMP
 HM0184  MODELED GRAVITY -    979,403.3   (mgal)                       NAVD 88
 HM0184
 HM0184  HORZ ORDER      -  SECOND
 HM0184  VERT ORDER      -  FIRST     CLASS II
 HM0184
 HM0184.The horizontal coordinates were established by classical geodetic methods
 HM0184.and adjusted by the National Geodetic Survey in November 1997.
 HM0184
 HM0184.The orthometric height was determined by differential leveling and
 HM0184.adjusted by the NATIONAL GEODETIC SURVEY
 HM0184.in June 1991.
 HM0184
 HM0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0184.GEOID18 height accuracy estimate available here.
 HM0184
 HM0184.Click photographs - Photos may exist for this station.
 HM0184
 HM0184.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0184
 HM0184.The dynamic height is computed by dividing the NAVD 88
 HM0184.geopotential number by the normal gravity value computed on the
 HM0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0184.degrees latitude (g = 980.6199 gals.).
 HM0184
 HM0184.The modeled gravity was interpolated from observed gravity values.
 HM0184
 HM0184. The following values were computed from the NAD 83(1994) position.
 HM0184
 HM0184;                    North         East     Units Scale Factor Converg.
 HM0184;SPC UT S     - 3,099,600.865   678,802.172   MT  0.99995983   +1 14 23.3
 HM0184;SPC UT S     -10,169,273.84  2,227,036.79   sFT  0.99995983   +1 14 23.3
 HM0184;UTM  12      - 4,156,610.525   634,588.389   MT  0.99982312   +0 55 43.0
 HM0184
 HM0184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0184!SPC UT S     -   0.99973005  x   0.99995983  =   0.99968989
 HM0184!UTM  12      -   0.99973005  x   0.99982312  =   0.99955322
 HM0184
 HM0184:                Primary Azimuth Mark                     Grid Az
 HM0184:SPC UT S     -  TROY AZ MK 2                             289 15 09.4
 HM0184:UTM  12      -  TROY AZ MK 2                             289 33 49.7
 HM0184
 HM0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3458856610(NAD 83)
 HM0184
 HM0184|---------------------------------------------------------------------|
 HM0184| PID    Reference Object                     Distance      Geod. Az  |
 HM0184|                                                           dddmmss.s |
 HM0184| HM0186 TROY AZ MK                          APPROX. 0.5 KM 0852225.0 |
 HM0184| HM0185 TROY RM 1                             9.404 METERS 18000     |
 HM0184| HM0183 TROY RM 2                             9.296 METERS 24907     |
 HM0184| HM0182 TROY AZ MK 2                                       2902932.7 |
 HM0184|---------------------------------------------------------------------|
 HM0184
 HM0184                          SUPERSEDED SURVEY CONTROL
 HM0184
 HM0184  NAD 83(1986)-  37 32 48.03028(N)    109 28 35.16427(W) AD(       ) 2
 HM0184  NAD 27      -  37 32 48.02609(N)    109 28 32.72975(W) AD(       ) 2
 HM0184  NGVD 29 (??/??/92) 1739.927  (m)         5708.41   (f) ADJ UNCH    1 2
 HM0184  NGVD 29            1739.93   (m)         5708.4    (f) LEVELING    3  
 HM0184
 HM0184.Superseded values are not recommended for survey control.
 HM0184
 HM0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0184.See file dsdata.pdf to determine how the superseded data were derived.
 HM0184
 HM0184_MARKER: DS = TRIANGULATION STATION DISK
 HM0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0184_STAMPING: TROY 1966
 HM0184_MARK LOGO: CGS
 HM0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0184+STABILITY: SURFACE MOTION
 HM0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0184+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2010
 HM0184
 HM0184  HISTORY     - Date     Condition        Report By
 HM0184  HISTORY     - 1966     MONUMENTED       CGS
 HM0184  HISTORY     - 1966     GOOD             CGS
 HM0184  HISTORY     - 1980     GOOD             USGS
 HM0184  HISTORY     - 1980     GOOD             USGS
 HM0184  HISTORY     - 20100203 GOOD             INDIV
 HM0184
 HM0184                          STATION DESCRIPTION
 HM0184
 HM0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JCC)
 HM0184'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF BLANDING, ABOUT
 HM0184'1.0 MILE EAST OF STATE HIGHWAY 47 AND IS ON U.S. GOVERNMENT
 HM0184'LAND.
 HM0184'
 HM0184'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 HM0184'AND CENTER STREET, IN BLANDING, GO SOUTH ON MAIN STREET
 HM0184'(STATE HIGHWAY 47) FOR 3.7 MILES TO THE JUNCTION WITH STATE
 HM0184'HIGHWAY 95.  BEAR LEFT AND CONTINUE SOUTH, ON STATE HIGHWAY
 HM0184'47, FOR 1.9 MILES TO A GRAVEL ROAD ON THE LEFT.  TURN LEFT,
 HM0184'ON GRAVEL ROAD, FOR 0.05 MILE TO A GATE.  AZIMUTH MARK 2
 HM0184'IS ON THE LEFT.  PASS THROUGH THE GATE AND GO, IN AN EASTERLY
 HM0184'DIRECTION, FOR 0.9 MILE TO THE STATION ON THE RIGHT.
 HM0184'
 HM0184'THE STATION MARKS ARE STANDARD DISKS STAMPED TROY 1966.  THE
 HM0184'SURFACE DISK IS SET IN A 10 INCH SQUARE CONCRETE MONUMENT
 HM0184'THAT PROJECTS 1 INCH.  THE UNDERGROUND DISK IS SET IN AN
 HM0184'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF
 HM0184'THE GROUND.  IT IS 119.5 FEET NORTHEAST OF THE CENTER OF A
 HM0184'8 FOOT SQUARE CONCRETE SLAB, 43 FEET WEST OF THE CENTERLINE
 HM0184'OF A ROAD, 28.2 FEET SOUTH OF THE CENTER OF A 8 FOOT SQUARE
 HM0184'CONCRETE SLAB AND 4.5 FEET SOUTH OF A METAL WITNESS SIGN.
 HM0184'
 HM0184'R.M. 1, A STANDARD DISK STAMPED TROY NO 1 1966, IS SET IN A
 HM0184'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1 INCH.
 HM0184'IT IS 39 FEET WEST OF THE CENTERLINE OF A ROAD AND 35.5 FEET
 HM0184'SOUTH OF A METAL WITNESS SIGN.
 HM0184'
 HM0184'R.M. 2, A STANDARD DISK STAMPED TROY NO 2 1966, IS SET IN A
 HM0184'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 HM0184'IT IS 62 FEET WEST OF THE CENTERLINE OF A ROAD AND 32 FEET
 HM0184'WEST OF A METAL WITNESS SIGN.
 HM0184'
 HM0184'TROY AZIMUTH MARK, A STANDARD DISK STAMPED TROY 1966, IS SET
 HM0184'IN A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.
 HM0184'IT IS 14.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CLEARED
 HM0184'AREA AND 4 FEET WEST OF A METAL WITNESS SIGN.
 HM0184'
 HM0184'AZIMUTH MARK 2, A STANDARD DISK STAMPED TROY NO 2 1966, IS
 HM0184'CEMENTED IN A DRILLHOLE IN AN OUTCROPPING OF BEDROCK.  IT IS
 HM0184'48 FEET NORTH OF A POWER POLE, 34 FEET NORTH OF THE CENTERLINE
 HM0184'OF AN EAST-WEST ROAD, 14 FEET WEST OF A FENCE AND 1.5 FEET
 HM0184'NORTHWEST OF A METAL WITNESS SIGN.
 HM0184'
 HM0184'TO REACH TROY AZIMUTH MARK FROM THE STATION TURN LEFT ON A
 HM0184'TRACK ROAD, IN A NORTHERLY DIRECTION, FOR 0.12 MILE TO A
 HM0184'CROSSROAD.  TURN RIGHT AND GO, IN AN EASTERLY DIRECTION, FOR
 HM0184'0.25 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO, IN A
 HM0184'SOUTHERLY DIRECTION, FOR 0.1 MILE TO THE NORTH SIDE OF A
 HM0184'CLEARED AREA.  THE STATION IS APPROXIMATELY 125 FEET SOUTHEAST
 HM0184'OF THIS POINT.
 HM0184'
 HM0184'HEIGHT OF LIGHT ABOVE STATION MARK 1.53 METERS.
 HM0184
 HM0184                          STATION RECOVERY (1966)
 HM0184
 HM0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 HM0184'5.6 MI S FROM BLANDING.
 HM0184'5.6 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE INTERSECTION OF MAIN
 HM0184'AND CENTER STREETS AT BLANDING.  THENCE 0.95 MILE EAST ALONG A
 HM0184'GRAVELED ROAD TO THE MARK.  119.5 FEET NORTHEAST OF THE CENTER OF A 8
 HM0184'FOOT SQUARE CONCRETE SLAB.  43 FEET WEST OF THE CENTERLINE OF A ROAD.
 HM0184'28.2 FEET SOUTH OF THE CENTER OF A 8 FOOT SQUARE CONCRETE SLAB.  4.5
 HM0184'FEET SOUTH OF A METAL WITNESS SIGN.  IN A 10 INCH SQUARE CONCRETE POST
 HM0184'THAT PROJECTS ABOUT 1 INCH AND IS ABOUT THE SAME ELEVATION AS THE
 HM0184'ROAD.
 HM0184
 HM0184                          STATION RECOVERY (1980)
 HM0184
 HM0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0184'FROM THE POST OFFICE IN BLANDING, GO SOUTH ON STATE HIGHWAY 163 FOR
 HM0184'5.6 MILES TO SIDE ROAD LEFT, TURN LEFT FOR 0.05 MILES TO A GATE.
 HM0184'AZIMUTH MARK 2 IS ON THE LEFT, 33 FEET FROM THE ROAD CENTERLINE PASS
 HM0184'THROUGHT PASS THROUGH THE GATE AND CONTINUE IN AN EASTERLY DIRECTION
 HM0184'FOR 0.65 MILE TO A Y FORK TAKE THE LEFT FORK AND GO 0.2 MILE TO A
 HM0184'CROSSROAD, TURN RIGHT AND GO 0.15 MILE TO A FENCE AND GATE ON TEH
 HM0184'RIGHT. THE STATION IS INSIDE THE FENCED AREA 174 FT. SW OF THE GATE.
 HM0184
 HM0184                          STATION RECOVERY (1980)
 HM0184
 HM0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0184'FROM THE POST OFFICE IN BLANDING, GO SOUTH ON STATE HIGHWAY 163 FOR
 HM0184'5.6 MILES TO SIDE ROAD LEFT, TURN LEFT FOR 0.05 MILES TO A GATE.
 HM0184'AZIMUTH MARK 2 IS ON THE LEFT, 33 FEET FROM THE ROAD CENTERLINE PASS
 HM0184'THROUGHT PASS THROUGH THE GATE AND CONTINUE IN AN EASTERLY DIRECTION
 HM0184'FOR 0.65 MILE TO A Y FORK TAKE THE LEFT FORK AND GO 0.2 MILE TO A
 HM0184'CROSSROAD, TURN RIGHT AND GO 0.15 MILE TO A FENCE AND GATE ON TEH
 HM0184'RIGHT. THE STATION IS INSIDE THE FENCED AREA 174 FT. SW OF THE GATE.
 HM0184
 HM0184                          STATION RECOVERY (2010)
 HM0184
 HM0184'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (RKT)
 HM0184'DESCRIPTION IS ADEQUATE, HOWEVER THE HIGHWAY IS NOW HIGHWAY U-191
 HM0184'LEADING OUT OF BLANDING.  THERE IS A STEEL T-POST NEXT TO THE MARK.
 HM0184'THE AZMUTH MARKS WERE NOT LOOKED FOR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0186 ***********************************************************************
 HM0186  DESIGNATION -  TROY AZ MK
 HM0186  PID         -  HM0186
 HM0186  STATE/COUNTY-  UT/SAN JUAN
 HM0186  COUNTRY     -  US
 HM0186  USGS QUAD   -  BLANDING SOUTH (2017)
 HM0186
 HM0186                         *CURRENT SURVEY CONTROL
 HM0186  ______________________________________________________________________
 HM0186* NAD 83(1994) POSITION- 37 32 49.39600(N) 109 28 14.08926(W)   ADJUSTED
 HM0186* NAVD 88 ORTHO HEIGHT -  1735.517 (meters)     5693.94  (feet) ADJUSTED
 HM0186  ______________________________________________________________________
 HM0186  GEOID HEIGHT    -        -20.247 (meters)                     GEOID18
 HM0186  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 HM0186  DYNAMIC HEIGHT  -       1733.494 (meters)     5687.30  (feet) COMP
 HM0186  MODELED GRAVITY -    979,403.0   (mgal)                       NAVD 88
 HM0186
 HM0186  HORZ ORDER      -  SECOND
 HM0186  VERT ORDER      -  FIRST     CLASS II
 HM0186
 HM0186.The horizontal coordinates were established by classical geodetic methods
 HM0186.and adjusted by the National Geodetic Survey in November 1997.
 HM0186
 HM0186.The orthometric height was determined by differential leveling and
 HM0186.adjusted by the NATIONAL GEODETIC SURVEY
 HM0186.in June 1991.
 HM0186
 HM0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0186.GEOID18 height accuracy estimate available here.
 HM0186
 HM0186.Click photographs - Photos may exist for this station.
 HM0186
 HM0186.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0186
 HM0186.The dynamic height is computed by dividing the NAVD 88
 HM0186.geopotential number by the normal gravity value computed on the
 HM0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0186.degrees latitude (g = 980.6199 gals.).
 HM0186
 HM0186.The modeled gravity was interpolated from observed gravity values.
 HM0186
 HM0186. The following values were computed from the NAD 83(1994) position.
 HM0186
 HM0186;                    North         East     Units Scale Factor Converg.
 HM0186;SPC UT S     - 3,099,653.903   679,318.381   MT  0.99995981   +1 14 36.2
 HM0186;SPC UT S     -10,169,447.85  2,228,730.39   sFT  0.99995981   +1 14 36.2
 HM0186;UTM  12      - 4,156,660.751   635,104.809   MT  0.99982484   +0 55 55.9
 HM0186
 HM0186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0186!SPC UT S     -   0.99973091  x   0.99995981  =   0.99969073
 HM0186!UTM  12      -   0.99973091  x   0.99982484  =   0.99955580
 HM0186
 HM0186:                Primary Azimuth Mark                     Grid Az
 HM0186:SPC UT S     -  TROY                                     264 08 01.6
 HM0186:UTM  12      -  TROY                                     264 26 41.9
 HM0186
 HM0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3510456660(NAD 83)
 HM0186
 HM0186|---------------------------------------------------------------------|
 HM0186| PID    Reference Object                     Distance      Geod. Az  |
 HM0186|                                                           dddmmss.s |
 HM0186| HM0184 TROY                                APPROX. 0.5 KM 2652237.8 |
 HM0186|---------------------------------------------------------------------|
 HM0186
 HM0186                          SUPERSEDED SURVEY CONTROL
 HM0186
 HM0186  NAD 83(1986)-  37 32 49.38744(N)    109 28 14.09230(W) AD(       ) 2
 HM0186  NAD 27      -  37 32 49.38307(N)    109 28 11.65830(W) AD(       ) 2
 HM0186  NGVD 29 (??/??/92) 1734.48   (m)         5690.5    (f) COMPUTED    1 2
 HM0186  NGVD 29            1734.46   (m)         5690.5    (f) LEVELING    3  
 HM0186
 HM0186.Superseded values are not recommended for survey control.
 HM0186
 HM0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0186.See file dsdata.pdf to determine how the superseded data were derived.
 HM0186
 HM0186_MARKER: DZ = AZIMUTH MARK DISK
 HM0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0186_STAMPING: TROY 1966
 HM0186_MARK LOGO: CGS
 HM0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0186+STABILITY: SURFACE MOTION
 HM0186
 HM0186  HISTORY     - Date     Condition        Report By
 HM0186  HISTORY     - 1966     MONUMENTED       CGS
 HM0186  HISTORY     - 1966     GOOD             CGS
 HM0186  HISTORY     - 1980     GOOD             USGS
 HM0186  HISTORY     - 1980     GOOD             USGS
 HM0186
 HM0186                          STATION DESCRIPTION
 HM0186
 HM0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JCC)
 HM0186'THE STATION IS LOCATED ON THE WEST SLOPE OF A SMALL RISE
 HM0186'ABOUT 5 MILES SOUTH OF BLANDING, UTAH, 1.5 MILES EAST OF STATE
 HM0186'HIGHWAY 47 AND IS ON GOVERNMENT CONTROLLED LAND.
 HM0186'
 HM0186'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 HM0186'AND CENTER STREET IN BLANDING, GO SOUTH ON MAIN STREET (STATE
 HM0186'HIGHWAY 47) FOR 3.7 MILES TO THE JUNCTION WITH STATE HIGHWAY
 HM0186'95.  BEAR LEFT AND CONTINUE SOUTH ON STATE HIGHWAY 47 FOR
 HM0186'1.9 MILES TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT, ON
 HM0186'GRAVELED ROAD, FOR 0.05 MILE TO A GATE.  PASS THROUGH GATE
 HM0186'AND GO 0.9 MILE IN AN EASTERLY DIRECTION TO A TRACK ROAD
 HM0186'ON THE LEFT.  TRIANGULATION STATION TROY IS ON THE RIGHT.
 HM0186'TURN LEFT ON THE TRACK ROAD AND GO 0.12 MILE IN A NORTHERLY
 HM0186'DIRECTION TO A TRACK CROSSROAD.  TURN RIGHT AND GO 0.25 MILE
 HM0186'IN AN EASTERLY DIRECTION TO A TRACK ROAD ON THE RIGHT.
 HM0186'TURN RIGHT AND GO 0.1 MILE IN A SOUTHERLY DIRECTION TO THE
 HM0186'NORTH SIDE OF A CLEARED AREA.  THE STATION IS
 HM0186'APPROXIMATELY 125 FEET SOUTHEAST OF THIS POINT.
 HM0186'
 HM0186'STATION, A STANDARD AZIMUTH MARK DISK STAMPED TROY 1966, IS
 HM0186'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT
 HM0186'PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS 14.5 FEET
 HM0186'SOUTHEAST OF THE SOUTHEAST CORNER OF A CLEARED AREA AND 4
 HM0186'FEET WEST OF A METAL WITNESS SIGN.
 HM0186'
 HM0186'HEIGHT OF LIGHT ABOVE STATION MARK 1.53 METERS.
 HM0186
 HM0186                          STATION RECOVERY (1966)
 HM0186
 HM0186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 HM0186'5.6 MI S FROM BLANDING.
 HM0186'5.6 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE INTERSECTION OF MAIN
 HM0186'AND CENTER STREETS IN BLANDING.  THENCE 0.95 MILE EAST ALONG A
 HM0186'GRAVELED ROAD.  THENCE 0.12 MILE IN A NORTHERLY DIRECTION TO A
 HM0186'CROSSROAD.  THENCE 0.25 MILE IN AN EASTERLY DIRECTION.  THENCE 0.1
 HM0186'MILE IN A SOUTHERLY DIRECTION.  THE MARK IS APPROXIMATELY 125 FEET
 HM0186'SOUTHEAST OF THIS POINT.  APPROXIMATELY 100 FEET SOUTHEAST OF A TOWER.
 HM0186'14.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CLEARED AREA. 4 FEET
 HM0186'WEST OF A METAL WITNESS SIGN.  IT IS ABOUT 5 FEET ABOVE ROAD
 HM0186'ELEVATION.
 HM0186
 HM0186                          STATION RECOVERY (1980)
 HM0186
 HM0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0186'FROM P.O. IN BLANDING, GO SOUTH ON STATE HWY. 163 FOR 5.6 MILES TO
 HM0186'SIDE RD. LEFT, TURN LEFT FOR 0.7 MILE TO A Y-FORK. TAKE THE LEFT FORK
 HM0186'AND GO 0.45 MIL TO A TRACK RD RIGHT. TURN RIGHT AND GO 0.1 MILE TO A
 HM0186'SMALL FENCED AREA. THE STATION IS NEAR THE SE CORNER OF THE FENCE, IN
 HM0186'THE TOP OF A CONCRETE MONUMENT THAT PROJECTS ABOUT 0.5 FEET.
 HM0186
 HM0186                          STATION RECOVERY (1980)
 HM0186
 HM0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0186'FROM P.O. IN BLANDING, GO SOUTH ON STATE HWY. 163 FOR 5.6 MILES TO
 HM0186'SIDE RD. LEFT, TURN LEFT FOR 0.7 MILE TO A Y-FORK. TAKE THE LEFT FORK
 HM0186'AND GO 0.45 MIL TO A TRACK RD RIGHT. TURN RIGHT AND GO 0.1 MILE TO A
 HM0186'SMALL FENCED AREA. THE STATION IS NEAR THE SE CORNER OF THE FENCE, IN
 HM0186'THE TOP OF A CONCRETE MONUMENT THAT PROJECTS ABOUT 0.5 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0182 ***********************************************************************
 HM0182  DESIGNATION -  TROY AZ MK 2
 HM0182  PID         -  HM0182
 HM0182  STATE/COUNTY-  UT/SAN JUAN
 HM0182  COUNTRY     -  US
 HM0182  USGS QUAD   -  BLANDING SOUTH (2017)
 HM0182
 HM0182                         *CURRENT SURVEY CONTROL
 HM0182  ______________________________________________________________________
 HM0182* NAD 83(1986) POSITION- 37 33 01.     (N) 109 29 19.     (W)   SCALED
 HM0182* NAVD 88 ORTHO HEIGHT -  1722.702 (meters)     5651.90  (feet) ADJUSTED
 HM0182  ______________________________________________________________________
 HM0182  GEOID HEIGHT    -        -20.210 (meters)                     GEOID18
 HM0182  DYNAMIC HEIGHT  -       1720.693 (meters)     5645.31  (feet) COMP
 HM0182  MODELED GRAVITY -    979,403.1   (mgal)                       NAVD 88
 HM0182
 HM0182  VERT ORDER      -  FIRST     CLASS II
 HM0182
 HM0182.The horizontal coordinates were scaled from a map and have
 HM0182.an estimated accuracy of +/- 6 seconds.
 HM0182
 HM0182.The orthometric height was determined by differential leveling and
 HM0182.adjusted by the NATIONAL GEODETIC SURVEY
 HM0182.in June 1991.
 HM0182
 HM0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0182.GEOID18 height accuracy estimate available here.
 HM0182
 HM0182.Click photographs - Photos may exist for this station.
 HM0182
 HM0182.The dynamic height is computed by dividing the NAVD 88
 HM0182.geopotential number by the normal gravity value computed on the
 HM0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0182.degrees latitude (g = 980.6199 gals.).
 HM0182
 HM0182.The modeled gravity was interpolated from observed gravity values.
 HM0182
 HM0182;                    North         East    Units  Estimated Accuracy
 HM0182;SPC UT S     - 3,099,980.      677,720.      MT  (+/- 180 meters Scaled)
 HM0182
 HM0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG335569(NAD 83)
 HM0182
 HM0182                          SUPERSEDED SURVEY CONTROL
 HM0182
 HM0182  NGVD 29 (??/??/92) 1721.67   (m)         5648.5    (f) COMPUTED    1 2
 HM0182
 HM0182.Superseded values are not recommended for survey control.
 HM0182
 HM0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0182.See file dsdata.pdf to determine how the superseded data were derived.
 HM0182
 HM0182_MARKER: DZ = AZIMUTH MARK DISK
 HM0182_SETTING: 66 = SET IN ROCK OUTCROP
 HM0182_STAMPING: TROY NO 2 1966
 HM0182_MARK LOGO: CGS
 HM0182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0182+STABILITY: POSITION/ELEVATION WELL
 HM0182
 HM0182  HISTORY     - Date     Condition        Report By
 HM0182  HISTORY     - 1966     MONUMENTED       CGS
 HM0182
 HM0182                          STATION DESCRIPTION
 HM0182
 HM0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JCC)
 HM0182'5.4 MI S FROM BLANDING.
 HM0182'FROM THE INTERSECTION OF MAIN STREET AND CENTER STREET IN BLANDING, GO
 HM0182'SOUTH ALONG STATE HIGHWAY 47 FOR 4.95 MILES TO A ROAD FORK.  TAKE LEFT
 HM0182'FORK (OLD STATE HIGHWAY 47), A DIRT ROAD, FOR 0.4 MILE TO A SIDE ROAD
 HM0182'ON THE LEFT.  THE MARK IS LOCATED IN A LARGE SANDSTONE OUTCROPPING 60
 HM0182'FEET EAST-NORTHEAST OF THE CENTERLINE OF THE JUNCTION, 51 FEET EAST OF
 HM0182'THE CENTERLINE OF OLD STATE HIGHWAY 47, 24 FEET NORTH OF THE SIDE ROAD
 HM0182'AND 12 FEET WEST OF A FENCE.  IT IS ABOUT 1 FOOT LOWER THAN THE OLD
 HM0182'STATE HIGHWAY 47.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0185 ***********************************************************************
 HM0185  DESIGNATION -  TROY RM 1
 HM0185  PID         -  HM0185
 HM0185  STATE/COUNTY-  UT/SAN JUAN
 HM0185  COUNTRY     -  US
 HM0185  USGS QUAD   -  BLANDING SOUTH (2017)
 HM0185
 HM0185                         *CURRENT SURVEY CONTROL
 HM0185  ______________________________________________________________________
 HM0185* NAD 83(1986) POSITION- 37 32 47.73   (N) 109 28 35.16   (W)   HD_HELD1
 HM0185* NAVD 88 ORTHO HEIGHT -  1740.794 (meters)     5711.26  (feet) ADJUSTED
 HM0185  ______________________________________________________________________
 HM0185  GEOID HEIGHT    -        -20.241 (meters)                     GEOID18
 HM0185  DYNAMIC HEIGHT  -       1738.766 (meters)     5704.60  (feet) COMP
 HM0185  MODELED GRAVITY -    979,403.3   (mgal)                       NAVD 88
 HM0185
 HM0185  VERT ORDER      -  FIRST     CLASS II
 HM0185
 HM0185.The horizontal coordinates were determined by differentially corrected
 HM0185.hand held GPS observations or other comparable positioning techniques
 HM0185.and have an estimated accuracy of +/- 3 meters.
 HM0185
 HM0185.The orthometric height was determined by differential leveling and
 HM0185.adjusted by the NATIONAL GEODETIC SURVEY
 HM0185.in June 1991.
 HM0185
 HM0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0185.GEOID18 height accuracy estimate available here.
 HM0185
 HM0185.Click photographs - Photos may exist for this station.
 HM0185
 HM0185.The dynamic height is computed by dividing the NAVD 88
 HM0185.geopotential number by the normal gravity value computed on the
 HM0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0185.degrees latitude (g = 980.6199 gals.).
 HM0185
 HM0185.The modeled gravity was interpolated from observed gravity values.
 HM0185
 HM0185;                    North         East    Units  Estimated Accuracy
 HM0185;SPC UT S     - 3,099,591.3     678,802.4     MT  (+/- 3 meters HH1 GPS) 
 HM0185
 HM0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3458856601(NAD 83)
 HM0185
 HM0185                          SUPERSEDED SURVEY CONTROL
 HM0185
 HM0185  NGVD 29 (??/??/92) 1739.758  (m)         5707.86   (f) ADJ UNCH    1 2
 HM0185
 HM0185.Superseded values are not recommended for survey control.
 HM0185
 HM0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0185.See file dsdata.pdf to determine how the superseded data were derived.
 HM0185
 HM0185_MARKER: DR = REFERENCE MARK DISK
 HM0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0185_STAMPING: TROY NO 1 1966
 HM0185_MARK LOGO: CGS
 HM0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0185+STABILITY: SURFACE MOTION
 HM0185
 HM0185  HISTORY     - Date     Condition        Report By
 HM0185  HISTORY     - 1966     MONUMENTED       CGS
 HM0185  HISTORY     - 1979     GOOD             NGS
 HM0185  HISTORY     - 1979     GOOD             NGS
 HM0185
 HM0185                          STATION DESCRIPTION
 HM0185
 HM0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JCC)
 HM0185'5.6 MI S FROM BLANDING.
 HM0185'5.6 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE INTERSECTION OF MAIN
 HM0185'AND CENTER STREETS AT BLANDING.  THENCE 0.95 MILE EAST ALONG A
 HM0185'GRAVELED ROAD TO THE MARK.  39 FEET WEST OF CENTERLINE OF A ROAD. 35.6
 HM0185'FEET SOUTHEAST OF RM 2.  35.5 FEET SOUTH OF A METAL WITNESS SIGN. 30.8
 HM0185'FEET SOUTH OF TROY TRIANGULATION STATION IN A 12 INCH CYLINDRICAL POST
 HM0185'THAT PROJECTS 1 INCH AND IS ABOUT THE SAME ELEVATION AS THE ROAD.
 HM0185
 HM0185                          STATION RECOVERY (1979)
 HM0185
 HM0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0185'RECOVERED IN GOOD CONDITION.
 HM0185
 HM0185                          STATION RECOVERY (1979)
 HM0185
 HM0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0185'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0183 ***********************************************************************
 HM0183  DESIGNATION -  TROY RM 2
 HM0183  PID         -  HM0183
 HM0183  STATE/COUNTY-  UT/SAN JUAN
 HM0183  COUNTRY     -  US
 HM0183  USGS QUAD   -  BLANDING SOUTH (2017)
 HM0183
 HM0183                         *CURRENT SURVEY CONTROL
 HM0183  ______________________________________________________________________
 HM0183* NAD 83(1986) POSITION- 37 32 47.93   (N) 109 28 35.52   (W)   HD_HELD1
 HM0183* NAVD 88 ORTHO HEIGHT -  1740.803 (meters)     5711.28  (feet) ADJUSTED
 HM0183  ______________________________________________________________________
 HM0183  GEOID HEIGHT    -        -20.241 (meters)                     GEOID18
 HM0183  DYNAMIC HEIGHT  -       1738.775 (meters)     5704.63  (feet) COMP
 HM0183  MODELED GRAVITY -    979,403.3   (mgal)                       NAVD 88
 HM0183
 HM0183  VERT ORDER      -  FIRST     CLASS II
 HM0183
 HM0183.The horizontal coordinates were determined by differentially corrected
 HM0183.hand held GPS observations or other comparable positioning techniques
 HM0183.and have an estimated accuracy of +/- 3 meters.
 HM0183
 HM0183.The orthometric height was determined by differential leveling and
 HM0183.adjusted by the NATIONAL GEODETIC SURVEY
 HM0183.in June 1991.
 HM0183
 HM0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0183.GEOID18 height accuracy estimate available here.
 HM0183
 HM0183.Click photographs - Photos may exist for this station.
 HM0183
 HM0183.The dynamic height is computed by dividing the NAVD 88
 HM0183.geopotential number by the normal gravity value computed on the
 HM0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0183.degrees latitude (g = 980.6199 gals.).
 HM0183
 HM0183.The modeled gravity was interpolated from observed gravity values.
 HM0183
 HM0183;                    North         East    Units  Estimated Accuracy
 HM0183;SPC UT S     - 3,099,597.3     678,793.4     MT  (+/- 3 meters HH1 GPS) 
 HM0183
 HM0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3457956607(NAD 83)
 HM0183
 HM0183                          SUPERSEDED SURVEY CONTROL
 HM0183
 HM0183  NGVD 29 (??/??/92) 1739.767  (m)         5707.89   (f) ADJ UNCH    1 2
 HM0183
 HM0183.Superseded values are not recommended for survey control.
 HM0183
 HM0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0183.See file dsdata.pdf to determine how the superseded data were derived.
 HM0183
 HM0183_MARKER: DR = REFERENCE MARK DISK
 HM0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0183_STAMPING: TROY NO 2 1966
 HM0183_MARK LOGO: CGS
 HM0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0183+STABILITY: SURFACE MOTION
 HM0183
 HM0183  HISTORY     - Date     Condition        Report By
 HM0183  HISTORY     - 1966     MONUMENTED       CGS
 HM0183  HISTORY     - 1979     GOOD             NGS
 HM0183  HISTORY     - 1979     GOOD             NGS
 HM0183
 HM0183                          STATION DESCRIPTION
 HM0183
 HM0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JCC)
 HM0183'6.55 MI SE FROM BLANDING.
 HM0183'5.6 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE INTERSECTION OF MAIN
 HM0183'AND CENTER STREETS IN BLANDING.  THENCE 0.95 MILE EAST ALONG A
 HM0183'GRAVELED ROAD TO THE MARK.  62 FEET WEST OF THE CENTER LINE OF A ROAD.
 HM0183'35.7 FEET NORTHWEST OF RM 1.  32 FEET WEST OF A METAL WITNESS SIGN.
 HM0183'30.5 FEET WEST OF TROY TRIANGULATION IN A 12 INCH CYLINDRICAL CONCRETE
 HM0183'POST THAT PROJECTS 2 INCHES AND IS ABOUT 1 FOOT BELOW ROAD ELEVATION.
 HM0183
 HM0183                          STATION RECOVERY (1979)
 HM0183
 HM0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0183'RECOVERED IN GOOD CONDITION.
 HM0183
 HM0183                          STATION RECOVERY (1979)
 HM0183
 HM0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0183'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0481 ***********************************************************************
 JN0481  DESIGNATION -  TS 684
 JN0481  PID         -  JN0481
 JN0481  STATE/COUNTY-  UT/EMERY
 JN0481  COUNTRY     -  US
 JN0481  USGS QUAD   -  GILSON BUTTE (2017)
 JN0481
 JN0481                         *CURRENT SURVEY CONTROL
 JN0481  ______________________________________________________________________
 JN0481* NAD 83(1994) POSITION- 38 33 49.89929(N) 110 34 58.81667(W)   ADJUSTED
 JN0481* NAVD 88 ORTHO HEIGHT -  1625.    (meters)     5331.    (feet) SCALED
 JN0481  ______________________________________________________________________
 JN0481  GEOID HEIGHT    -        -19.769 (meters)                     GEOID18
 JN0481  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 JN0481  HORZ ORDER      -  SECOND
 JN0481
 JN0481.The horizontal coordinates were established by classical geodetic methods
 JN0481.and adjusted by the National Geodetic Survey in November 1997.
 JN0481
 JN0481.The orthometric height was scaled from a topographic map.
 JN0481
 JN0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0481.GEOID18 height accuracy estimate available here.
 JN0481
 JN0481.Click photographs - Photos may exist for this station.
 JN0481
 JN0481.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0481
 JN0481. The following values were computed from the NAD 83(1994) position.
 JN0481
 JN0481;                    North         East     Units Scale Factor Converg.
 JN0481;SPC UT C     - 2,026,004.290   579,931.349   MT  1.00014245   +0 35 14.7
 JN0481;SPC UT C     - 6,646,982.41  1,902,658.10   sFT  1.00014245   +0 35 14.7
 JN0481;SPC UT S     - 3,210,960.212   579,923.589   MT  1.00004386   +0 33 42.6
 JN0481;SPC UT S     -10,534,625.30  1,902,632.64   sFT  1.00004386   +0 33 42.6
 JN0481;UTM  12      - 4,268,461.985   536,329.054   MT  0.99961625   +0 15 35.8
 JN0481
 JN0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0481!SPC UT C     -   0.99974818  x   1.00014245  =   0.99989060
 JN0481!SPC UT S     -   0.99974818  x   1.00004386  =   0.99979203
 JN0481!UTM  12      -   0.99974818  x   0.99961625  =   0.99936453
 JN0481
 JN0481:                Primary Azimuth Mark                     Grid Az
 JN0481:SPC UT C     -  MONA                                     048 37 59.3
 JN0481:SPC UT S     -  MONA                                     048 39 31.4
 JN0481:UTM  12      -  MONA                                     048 57 38.2
 JN0481
 JN0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH3632968461(NAD 83)
 JN0481
 JN0481|---------------------------------------------------------------------|
 JN0481| PID    Reference Object                     Distance      Geod. Az  |
 JN0481|                                                           dddmmss.s |
 JN0481| JN0478 MONA                                APPROX. 0.6 KM 0491314.0 |
 JN0481|---------------------------------------------------------------------|
 JN0481
 JN0481                          SUPERSEDED SURVEY CONTROL
 JN0481
 JN0481  NAD 83(1986)-  38 33 49.89042(N)    110 34 58.81249(W) AD(       ) 2
 JN0481  NAD 27      -  38 33 49.96285(N)    110 34 56.28927(W) AD(       ) 2
 JN0481
 JN0481.Superseded values are not recommended for survey control.
 JN0481
 JN0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0481.See file dsdata.pdf to determine how the superseded data were derived.
 JN0481
 JN0481_MARKER: DE = TRAVERSE STATION DISK
 JN0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0481+STABILITY: SURFACE MOTION
 JN0481
 JN0481  HISTORY     - Date     Condition        Report By
 JN0481  HISTORY     - 1965     MONUMENTED       DI
 JN0481
 JN0481                          STATION DESCRIPTION
 JN0481
 JN0481'DESCRIBED BY US DEPARTMENT OF INTERIOR 1965 (WRH)
 JN0481'STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF HANKSVILLE,
 JN0481'ABOUT 2.5 MILES EAST OF GILSON BUTTE, ABOUT 1.0 MILE EAST OF
 JN0481'STATE HIGHWAY 24 AND ABOUT 3,000 FEET NORTH OF THE HIGHEST
 JN0481'POINT OF A SANDY KNOLL.
 JN0481'
 JN0481'STATION MARK IS A STANDARD WHITE SANDS GEODETIC CONTROL TRAVERSE
 JN0481'DISK SET IN A 6 INCH CONCRETE CYLINDER.  IT IS STAMPED 684 AND IS
 JN0481'SET FLUSH WITH THE SURFACE OF THE GROUND.
 JN0481'
 JN0481'TO REACH THE STATION FROM THE POST OFFICE IN HANKSVILLE, GO
 JN0481'WEST 0.1 MILE TO AN INTERSECTION, TURN RIGHT AND GO NORTH
 JN0481'0.1 MILE PASSING THE HANKSVILLE GRADE SCHOOL TO AN INTERSECTION
 JN0481'AND STATE HIGHWAY 24, TURN RIGHT AND GO 0.15 MILE TO JUNCTION
 JN0481'OF STATE HIGHWAY 24 AND STATE 95, TURN LEFT AND GO NORTH, EAST
 JN0481'AND NORTHEAST ON STATE 24 FOR 16.45 MILES TO A TRACK ROAD RIGHT,
 JN0481'TURN RIGHT AND GO EAST ON TRACK ROAD FOR 0.6 MILE TO A U.S.
 JN0481'GOVERNMENT WELL AND TANK, CONTINUE EAST ON TRACK ROAD FOR
 JN0481'0.05 MILE TO A FORK, KEEP LEFT FORK AND CONTINUE EAST AND
 JN0481'SOUTH ON TRACK ROAD FOR 1.9 MILES TO A CROSSROADS, TURN
 JN0481'RIGHT AND GO SOUTH ON TRACK ROAD FOR 0.4 MILE TO A TRACK
 JN0481'ROAD RIGHT, TURN RIGHT AND GO WEST ON TRACK ROAD FOR 0.3
 JN0481'MILE, HERE TURN RIGHT AND GO NORTHWEST 0.3 MILE TO STATION
 JN0481'AS DESCRIBED.
 JN0481'
 JN0481'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0509 ***********************************************************************
 LO0509  DESIGNATION -  TTS 86
 LO0509  PID         -  LO0509
 LO0509  STATE/COUNTY-  UT/UTAH
 LO0509  COUNTRY     -  US
 LO0509  USGS QUAD   -  JORDAN NARROWS (2017)
 LO0509
 LO0509                         *CURRENT SURVEY CONTROL
 LO0509  ______________________________________________________________________
 LO0509* NAD 83(1986) POSITION- 40 23 13.     (N) 111 53 11.     (W)   SCALED
 LO0509* NAVD 88 ORTHO HEIGHT -  1374.885 (meters)     4510.77  (feet) ADJUSTED
 LO0509  ______________________________________________________________________
 LO0509  GEOID HEIGHT    -        -17.319 (meters)                     GEOID18
 LO0509  DYNAMIC HEIGHT  -       1373.720 (meters)     4506.95  (feet) COMP
 LO0509  MODELED GRAVITY -    979,730.8   (mgal)                       NAVD 88
 LO0509
 LO0509  VERT ORDER      -  SECOND    CLASS 0
 LO0509
 LO0509.The horizontal coordinates were scaled from a map and have
 LO0509.an estimated accuracy of +/- 6 seconds.
 LO0509
 LO0509.The orthometric height was determined by differential leveling and
 LO0509.adjusted by the NATIONAL GEODETIC SURVEY
 LO0509.in June 1991.
 LO0509
 LO0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0509.GEOID18 height accuracy estimate available here.
 LO0509
 LO0509.Click photographs - Photos may exist for this station.
 LO0509
 LO0509.The dynamic height is computed by dividing the NAVD 88
 LO0509.geopotential number by the normal gravity value computed on the
 LO0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0509.degrees latitude (g = 980.6199 gals.).
 LO0509
 LO0509.The modeled gravity was interpolated from observed gravity values.
 LO0509
 LO0509;                    North         East    Units  Estimated Accuracy
 LO0509;SPC UT C     - 2,228,060.      467,190.      MT  (+/- 180 meters Scaled)
 LO0509
 LO0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK247710(NAD 83)
 LO0509
 LO0509                          SUPERSEDED SURVEY CONTROL
 LO0509
 LO0509  NGVD 29 (??/??/92) 1373.893  (m)         4507.51   (f) ADJ UNCH    2 0
 LO0509
 LO0509.Superseded values are not recommended for survey control.
 LO0509
 LO0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0509.See file dsdata.pdf to determine how the superseded data were derived.
 LO0509
 LO0509_MARKER: DD = SURVEY DISK
 LO0509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0509_SP_SET: CULVERT
 LO0509_STAMPING: TT 86 1934
 LO0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0509
 LO0509  HISTORY     - Date     Condition        Report By
 LO0509  HISTORY     - 1934     MONUMENTED       USGS
 LO0509  HISTORY     - 1934     GOOD             CGS
 LO0509  HISTORY     - 19900416 MARK NOT FOUND   USGS
 LO0509
 LO0509                          STATION DESCRIPTION
 LO0509
 LO0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0509'1.9 MI S FROM LEHI.
 LO0509'1.9 MILES SOUTH ALONG THE ROAD LEADING TO THE UTAH LAKE PUMPING PLANT
 LO0509'FROM THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION AT LEHI, UTAH
 LO0509'COUNTY, AT A CULVERT UNDER THE ROAD, IN THE TOP OF THE EAST HEADWALL,
 LO0509'AND 8 FEET EAST OF THE CENTERLINE OF THE ROAD.  A UNITED STATES
 LO0509'GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 86 1934.
 LO0509
 LO0509                          STATION RECOVERY (1990)
 LO0509
 LO0509'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (JLD)
 LO0509'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0363 ***********************************************************************
 KN0363  DESIGNATION -  TUCKER RESET
 KN0363  PID         -  KN0363
 KN0363  STATE/COUNTY-  UT/UTAH
 KN0363  COUNTRY     -  US
 KN0363  USGS QUAD   -  SOLDIER SUMMIT (2017)
 KN0363
 KN0363                         *CURRENT SURVEY CONTROL
 KN0363  ______________________________________________________________________
 KN0363* NAD 83(1994) POSITION- 39 53 58.30899(N) 111 07 11.00149(W)   ADJUSTED
 KN0363* NAVD 88 ORTHO HEIGHT -  2734.4   (meters)     8971.    (feet) VERTCON3
 KN0363  ______________________________________________________________________
 KN0363  GEOID HEIGHT    -        -15.864 (meters)                     GEOID18
 KN0363  LAPLACE CORR    -          6.22  (seconds)                    DEFLEC18
 KN0363  HORZ ORDER      -  THIRD
 KN0363
 KN0363.The horizontal coordinates were established by classical geodetic methods
 KN0363.and adjusted by the National Geodetic Survey in November 1997.
 KN0363
 KN0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0363
 KN0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0363.GEOID18 height accuracy estimate available here.
 KN0363
 KN0363.Click photographs - Photos may exist for this station.
 KN0363
 KN0363.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0363
 KN0363. The following values were computed from the NAD 83(1994) position.
 KN0363
 KN0363;                    North         East     Units Scale Factor Converg.
 KN0363;SPC UT C     - 2,173,946.051   532,517.525   MT  0.99989945   +0 14 37.0
 KN0363;SPC UT C     - 7,132,354.67  1,747,101.25   sFT  0.99989945   +0 14 37.0
 KN0363;UTM  12      - 4,416,613.018   489,765.549   MT  0.99960129   -0 04 36.5
 KN0363
 KN0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0363!SPC UT C     -   0.99957370  x   0.99989945  =   0.99947319
 KN0363!UTM  12      -   0.99957370  x   0.99960129  =   0.99917516
 KN0363
 KN0363:                Primary Azimuth Mark                     Grid Az
 KN0363:SPC UT C     -  SOLDIER                                  152 06 59.1
 KN0363:UTM  12      -  SOLDIER                                  152 26 12.6
 KN0363
 KN0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK8976516613(NAD 83)
 KN0363
 KN0363|---------------------------------------------------------------------|
 KN0363| PID    Reference Object                     Distance      Geod. Az  |
 KN0363|                                                           dddmmss.s |
 KN0363| CM6645 TUCKER RM 2                          32.498 METERS 07059     |
 KN0363| KN0362 SOLDIER                             APPROX. 1.2 KM 1522136.1 |
 KN0363| KN0364 TUCKER A POINT                       15.076 METERS 18319     |
 KN0363| CM6644 TUCKER RM 1                          26.240 METERS 34031     |
 KN0363|---------------------------------------------------------------------|
 KN0363
 KN0363                          SUPERSEDED SURVEY CONTROL
 KN0363
 KN0363  NAD 83(1993)-  39 53 58.30894(N)    111 07 10.99911(W) AD(       ) 3
 KN0363  NAD 83(1986)-  39 53 58.29855(N)    111 07 10.99580(W) AD(       ) 3
 KN0363  NAD 27      -  39 53 58.44092(N)    111 07 08.38611(W) AD(       ) 3
 KN0363  NGVD 29 (07/19/86) 2733.0    (m)         8967.     (f) VERT ANG       
 KN0363
 KN0363.Superseded values are not recommended for survey control.
 KN0363
 KN0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0363.See file dsdata.pdf to determine how the superseded data were derived.
 KN0363
 KN0363_MARKER: DD = SURVEY DISK
 KN0363_SETTING: 80 = SET IN A BOULDER
 KN0363
 KN0363  HISTORY     - Date     Condition        Report By
 KN0363  HISTORY     - 1910     MONUMENTED       USGS
 KN0363  HISTORY     - 1937     GOOD             USGS
 KN0363  HISTORY     - 1974     GOOD             USGS
 KN0363
 KN0363                          STATION DESCRIPTION
 KN0363
 KN0363'DESCRIBED BY US GEOLOGICAL SURVEY 1910
 KN0363'LOCATED 5 MI. (AIRLINE) SE. OF TUCKER, ABOUT 3 MI. SW. OF SOLDIER
 KN0363'SUMMIT, ON A BARE TOP ON A LONG HIGH RIDGE, (NOT THE HIGHEST POINT
 KN0363'OF RIDGE).
 KN0363'
 KN0363'TO REACH FROM SOLDIER SUMMIT, LEAVE U.S. HIGHWAY 50, CROSS BRIDGE
 KN0363'OVER RAILROAD, TURN LEFT FOR 0.3 MI., THEN TURN RIGHT ON RD. GOING
 KN0363'S. BETWEEN W. HOUSE OF A ROW OF HOUSES AND OLD GARAGE, FOLLOW MAIN
 KN0363'TRAVELED RD. 0.6 MI. TO OLD LOG CABIN, TURN RIGHT 0.4 MI. TO RD.
 KN0363'FORK, TURN LEFT AND GO UPHILL 2.6 MI. TO SHEEP CORRAL, TURN LEFT
 KN0363'THROUGH GATE 330 FT. TO STATION.
 KN0363'
 KN0363'STATION MARK--STANDARD TABLET, STAMPED ---TUCKER 1910 1937---,
 KN0363'CEMENTED IN SET BOULDER.  (NOTE--THERE ARE ONLY THE SCATTERED
 KN0363'REMAINS OF A CAIRN.)
 KN0363'
 KN0363'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, CEMENTED IN
 KN0363'OUTCROP, STAMPED ---1---.
 KN0363'
 KN0363'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, CEMENTED IN
 KN0363'OUTCROP, STAMPED ---2---.
 KN0363
 KN0363                          STATION RECOVERY (1937)
 KN0363
 KN0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1937
 KN0363'LOCATED 5 MI. AIR SE. OF TUCKER, ABOUT 3 MI. SW. OF SOLDIER SUMMIT, ON
 KN0363'A BARE TOP ON A LONG HIGH RIDGE, NOT THE HIGHEST POINT OF THE RIDGE.
 KN0363'
 KN0363'TO REACH FROM SOLDIER SUMMIT, LEAVE U.S. HIGHWAY 50, CROSS BRIDGE OVER
 KN0363'R.R. TURN LEFT FOR 0.3 MI., THEN TURN RIGHT ON RD. GOING S. BETWEEN W.
 KN0363'HOUSE OF A ROW OF HOUSES AND OLD GARAGE, FOLLOW MAIN TRAVELED RD. 0.6
 KN0363'MI. TO OLD LOG CABIN, TURN RIGHT 0.4 MI. TO RD. FORK, TURN LEFT AND GO
 KN0363'UPHILL 2.6 MI. TO SHEEP CORRAL, TURN LEFT THRU GATE 330 FT.TO STATION.
 KN0363'
 KN0363'STATION MARK - A STANDARD TABLET STAMPED ---TUCKER 1910 1937---
 KN0363'CEMENTED IN SET BOULDER.  NOTE-THERE ARE ONLY SCATTERED REMAINS OF A
 KN0363'CAIRN.
 KN0363'
 KN0363'REFERENCE MARK NO.1 - A STANDARD REFERENCE TABLET CEMENTED IN OUTCROP
 KN0363'STAMPED ---1---.
 KN0363'
 KN0363'REFERENCE MARK NO.2 - A STANDARD REFERENCE TABLET CEMENTED IN OUTCROP
 KN0363'STAMPED ---2---.
 KN0363
 KN0363                          STATION RECOVERY (1974)
 KN0363
 KN0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JRS)
 KN0363'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF SOLDIER SUMMIT,
 KN0363'6.5 MILES NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 KN0363'HIGHWAY 96, 27 MILES SOUTHEAST OF SPANISH FORK, ON TOP OF A BRUSH
 KN0363'COVERED MOUNTAIN, NW 1/4 SECTION 4, T 11 S, R 7 E, AND ON PROPERTY
 KN0363'OWNED BY MR. JOE JACKSON, ROUTE 3, BOX 707, PROVO, UTAH.  PHONE
 KN0363'NUMBER 801-225-5376.
 KN0363'
 KN0363'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 KN0363'HIGHWAY 96 ABOUT 6 MILES SOUTH-SOUTHEAST OF SOLDIER SUMMIT GO WEST
 KN0363'ON STATE HIGHWAY 96 FOR 4.6 MILES TO GATE AND TRACK ROAD ON THE
 KN0363'RIGHT.  TURN RIGHT, PASS THROUGH GATE AND GO NORTHERLY ON TRACK
 KN0363'ROAD FOR 0.2 MILE TO A FORK.  KEEP RIGHT AND GO NORTHERLY ON TRACK
 KN0363'ROAD FOR 1.05 MILES TO A FORK.  KEEP RIGHT FORK AND GO NORTHERLY
 KN0363'ON TRACK ROAD FOR 0.15 MILE TO A FORK.  KEEP LEFT FORK ON TRACK
 KN0363'ROAD AND GO NORTHERLY FOR 0.65 MILE TO A GATE.  PASS THROUGH GATE
 KN0363'AND GO WEST THEN NORTH ON TRACK ROAD FOR 0.6 MILE TO A TRACK
 KN0363'ROAD LEFT.  TURN LEFT AND GO WESTERLY ON TRACK ROAD FOR 0.9 MILE
 KN0363'TO THE TOP OF A HILL AND THE STATION ON THE RIGHT.
 KN0363'
 KN0363'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 KN0363'STAMPED TUCKER 1910 1937, CEMENTED IN A DRILL HOLE, IN BEDROCK THAT
 KN0363'IS FLUSH WITH THE GROUND.  IT IS 18 FEET EAST OF THE CENTER OF THE
 KN0363'TRACK ROAD.
 KN0363'
 KN0363'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK
 KN0363'STAMPED TUCKER 1, CEMENTED IN A DRILL HOLE, IN BEDROCK THAT IS
 KN0363'FLUSH WITH THE GROUND.  IT IS 18.5 FEET WEST OF THE CENTER OF THE
 KN0363'TRACK ROAD.
 KN0363'
 KN0363'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK
 KN0363'STAMPED TUCKER 2, CEMENTED IN A DRILL HOLE, IN BEDROCK THAT IS
 KN0363'FLUSH WITH THE GROUND.  IT IS 125 FEET EAST OF THE CENTER OF THE
 KN0363'TRACK ROAD.
 KN0363'
 KN0363'TRIANGULATION STATION SOLDIER CAN BE USED AS AN AZIMUTH MARK,
 KN0363'FOR A ROUTE TO REACH SEE THE DESCRIPTION FOR SOLDIER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR8877 ***********************************************************************
 DR8877  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR8877  DESIGNATION -  TULEVALLEYUT2006 CORS ARP
 DR8877  CORS_ID     -  P082
 DR8877  PID         -  DR8877
 DR8877  STATE/COUNTY-  UT/MILLARD
 DR8877  COUNTRY     -  US
 DR8877  USGS QUAD   -  CHALK KNOLLS (2017)
 DR8877
 DR8877                         *CURRENT SURVEY CONTROL
 DR8877  ______________________________________________________________________
 DR8877* NAD 83(2011) POSITION- 39 16 08.14872(N) 113 30 18.70033(W)   ADJUSTED
 DR8877* NAD 83(2011) ELLIP HT-  1381.700 (meters)        (06/??/25)   ADJUSTED
 DR8877* NAD 83(2011) EPOCH   -  2010.00
 DR8877  ______________________________________________________________________
 DR8877  GEOID HEIGHT    -        -20.062 (meters)                     GEOID18
 DR8877  NAD 83(2011) X  - -1,972,446.065 (meters)                     COMP
 DR8877  NAD 83(2011) Y  - -4,535,190.934 (meters)                     COMP
 DR8877  NAD 83(2011) Z  -  4,016,349.957 (meters)                     COMP
 DR8877
 DR8877.Formal positional accuracy estimates are not available for this CORS
 DR8877.because its coordinates were determined in part using modeled velocities.
 DR8877.A time-series residual plot is available that shows daily coordinate
 DR8877.variations relative to the published coordinates and modeled velocities.
 DR8877.Large residuals may indicate a potential error in the modeled velocities.
 DR8877
 DR8877.Residual plot at:
 DR8877.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=P082.
 DR8877
 DR8877.The coordinates were established by GPS observations
 DR8877.and adjusted by the National Geodetic Survey in June 2025.
 DR8877
 DR8877.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8877.been affixed to the stable North American Tectonic Plate. 
 DR8877
 DR8877.The coordinates are valid at the epoch date displayed above
 DR8877.which is a decimal equivalence of Year/Month/Day.
 DR8877
 DR8877.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DR8877.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DR8877.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DR8877.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DR8877.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DR8877.published epoch of 2010.00.
 DR8877
 DR8877.Additional information on MYCS is available at:
 DR8877.https://geodesy.noaa.gov/CORS/index.shtml
 DR8877
 DR8877.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8877.GEOID18 height accuracy estimate available here.
 DR8877
 DR8877.The PID for the CORS L1 Phase Center is DR8878.
 DR8877
 DR8877.Click photographs - Photos may exist for this station.
 DR8877
 DR8877.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR8877
 DR8877.The ellipsoidal height was determined by GPS observations
 DR8877.and is referenced to NAD 83.
 DR8877
 DR8877. The following values were computed from the NAD 83(2011) position.
 DR8877
 DR8877;                    North         East     Units Scale Factor Converg.
 DR8877;SPC UT C     - 2,105,809.076   326,980.291   MT  0.99994729   -1 17 04.1
 DR8877;SPC UT C     - 6,908,808.61  1,072,767.84   sFT  0.99994729   -1 17 04.1
 DR8877;UTM  12      - 4,349,612.412   283,880.557   MT  1.00017513   -1 35 10.7
 DR8877
 DR8877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8877!SPC UT C     -   0.99978327  x   0.99994729  =   0.99973057
 DR8877!UTM  12      -   0.99978327  x   1.00017513  =   0.99995836
 DR8877
 DR8877_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ8388049612(NAD 83)
 DR8877
 DR8877                          SUPERSEDED SURVEY CONTROL
 DR8877
 DR8877  NAD 83(2011)-  39 16 08.14874(N)    113 30 18.70012(W) AD(2010.00) c
 DR8877  ELLIP H (06/??/23) 1381.698  (m)                       GP(2010.00) c c
 DR8877
 DR8877.Superseded values are not recommended for survey control.
 DR8877
 DR8877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR8877.See file dsdata.pdf to determine how the superseded data were derived.
 DR8877
 DR8877_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DR8877
 DR8877                          STATION DESCRIPTION
 DR8877
 DR8877'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DR8877'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DR8877'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DR8877'AND LOG FILES ACCESSIBLE AT:
 DR8877'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR8879 ***********************************************************************
 DR8879  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR8879  DESIGNATION -  TULEVALLEYUT2006 GRP CORS
 DR8879  CORS_ID     -  P082
 DR8879  PID         -  DR8879
 DR8879  STATE/COUNTY-  UT/MILLARD
 DR8879  COUNTRY     -  US
 DR8879  USGS QUAD   -  CHALK KNOLLS (2017)
 DR8879
 DR8879                         *CURRENT SURVEY CONTROL
 DR8879  ______________________________________________________________________
 DR8879* NAD 83(2011) POSITION- 39 16 08.14872(N) 113 30 18.70033(W)   ADJUSTED
 DR8879* NAD 83(2011) ELLIP HT-  1381.692 (meters)        (06/??/25)   ADJUSTED
 DR8879* NAD 83(2011) EPOCH   -  2010.00
 DR8879  ______________________________________________________________________
 DR8879  GEOID HEIGHT    -        -20.062 (meters)                     GEOID18
 DR8879  NAD 83(2011) X  - -1,972,446.062 (meters)                     COMP
 DR8879  NAD 83(2011) Y  - -4,535,190.928 (meters)                     COMP
 DR8879  NAD 83(2011) Z  -  4,016,349.951 (meters)                     COMP
 DR8879  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 DR8879
 DR8879.Formal positional accuracy estimates are not available for this CORS
 DR8879.because its coordinates were determined in part using modeled velocities.
 DR8879.A time-series residual plot is available that shows daily coordinate
 DR8879.variations relative to the published coordinates and modeled velocities.
 DR8879.Large residuals may indicate a potential error in the modeled velocities.
 DR8879
 DR8879.Residual plot at:
 DR8879.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=P082.
 DR8879
 DR8879.The horizontal coordinates were established by GPS observations
 DR8879.and adjusted by the National Geodetic Survey in June 2025.
 DR8879
 DR8879.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8879.been affixed to the stable North American Tectonic Plate. 
 DR8879
 DR8879.The horizontal coordinates are valid at the epoch date displayed above
 DR8879.which is a decimal equivalence of Year/Month/Day.
 DR8879
 DR8879.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DR8879.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DR8879.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DR8879.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DR8879.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DR8879.published epoch of 2010.00.
 DR8879
 DR8879.Additional information on MYCS is available at:
 DR8879.https://geodesy.noaa.gov/CORS/index.shtml
 DR8879
 DR8879.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8879.GEOID18 height accuracy estimate available here.
 DR8879
 DR8879.Click photographs - Photos may exist for this station.
 DR8879
 DR8879.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR8879
 DR8879.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR8879
 DR8879.The ellipsoidal height was determined by GPS observations
 DR8879.and is referenced to NAD 83.
 DR8879
 DR8879. The following values were computed from the NAD 83(2011) position.
 DR8879
 DR8879;                    North         East     Units Scale Factor Converg.
 DR8879;SPC UT C     - 2,105,809.076   326,980.291   MT  0.99994729   -1 17 04.1
 DR8879;SPC UT C     - 6,908,808.61  1,072,767.84   sFT  0.99994729   -1 17 04.1
 DR8879;UTM  12      - 4,349,612.412   283,880.557   MT  1.00017513   -1 35 10.7
 DR8879
 DR8879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8879!SPC UT C     -   0.99978327  x   0.99994729  =   0.99973057
 DR8879!UTM  12      -   0.99978327  x   1.00017513  =   0.99995836
 DR8879
 DR8879_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ8388049612(NAD 83)
 DR8879
 DR8879                          SUPERSEDED SURVEY CONTROL
 DR8879
 DR8879  NAD 83(2011)-  39 16 08.14874(N)    113 30 18.70012(W) AD(2010.00) A
 DR8879  ELLIP H (06/??/23) 1381.689  (m)                       GP(2010.00) 4 1
 DR8879
 DR8879.Superseded values are not recommended for survey control.
 DR8879
 DR8879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR8879.See file dsdata.pdf to determine how the superseded data were derived.
 DR8879
 DR8879_STAMPING: UNKNOWN
 DR8879
 DR8879                          STATION DESCRIPTION
 DR8879
 DR8879'THIS MONUMENT IS ASSOCIATED WITH STATION 'P082'
 DR8879'AND IS A PART OF THE NOAA CORS NETWORK (NCN). LATEST INFORMATION
 DR8879'INCLUDING POSITIONS AND VEOCITIES ARE AVAILABLE IN THE COORDINATE
 DR8879'AND LOG FILES ACCESSIBLE AT:
 DR8879'https://geodesy.noaa.gov/CORS/index.shtml
 DR8879'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0506 ***********************************************************************
 JO0506  DESIGNATION -  TUSHAR
 JO0506  PID         -  JO0506
 JO0506  STATE/COUNTY-  UT/PIUTE
 JO0506  COUNTRY     -  US
 JO0506  USGS QUAD   -  MOUNT BELKNAP (2017)
 JO0506
 JO0506                         *CURRENT SURVEY CONTROL
 JO0506  ______________________________________________________________________
 JO0506* NAD 83(1994) POSITION- 38 25 09.45761(N) 112 24 44.92471(W)   ADJUSTED
 JO0506* NAVD 88 ORTHO HEIGHT -  3699.5   (meters)    12137.    (feet) VERTCON3
 JO0506  ______________________________________________________________________
 JO0506  GEOID HEIGHT    -        -19.031 (meters)                     GEOID18
 JO0506  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 JO0506  HORZ ORDER      -  THIRD
 JO0506
 JO0506.The horizontal coordinates were established by classical geodetic methods
 JO0506.and adjusted by the National Geodetic Survey in November 1997.
 JO0506
 JO0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0506
 JO0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0506.GEOID18 height accuracy estimate available here.
 JO0506
 JO0506.Click photographs - Photos may exist for this station.
 JO0506
 JO0506.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0506
 JO0506. The following values were computed from the NAD 83(1994) position.
 JO0506
 JO0506;                    North         East     Units Scale Factor Converg.
 JO0506;SPC UT S     - 3,194,908.890   420,313.440   MT  1.00001268   -0 33 32.6
 JO0506;SPC UT S     -10,481,963.58  1,378,978.34   sFT  1.00001268   -0 33 32.6
 JO0506;UTM  12      - 4,253,282.784   376,694.644   MT  0.99978724   -0 52 40.2
 JO0506
 JO0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0506!SPC UT S     -   0.99942284  x   1.00001268  =   0.99943551
 JO0506!UTM  12      -   0.99942284  x   0.99978724  =   0.99921020
 JO0506
 JO0506:                Primary Azimuth Mark                     Grid Az
 JO0506:SPC UT S     -  MONROE 2                                 056 58 09.8
 JO0506:UTM  12      -  MONROE 2                                 057 17 17.4
 JO0506
 JO0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH7669453282(NAD 83)
 JO0506
 JO0506|---------------------------------------------------------------------|
 JO0506| PID    Reference Object                     Distance      Geod. Az  |
 JO0506|                                                           dddmmss.s |
 JO0506| KO0408 SOUTH SCIPIO CAIRN                  APPROX.99.0 KM 0104835.2 |
 JO0506| LO0870 LONE PEAK NEEDLE                                   0132143.3 |
 JO0506| JO0466 RED PYRAMID=BEEHIVE                 APPROX.64.3 KM 0264712.4 |
 JO0506| KN0405 MANTI MORMON TEMPLE E TWR LT                       0351557.1 |
 JO0506| JO0472 MONROE 2                            APPROX.41.5 KM 0562437.2 |
 JO0506| JN0378 MOUNT TERRILL                       APPROX.74.2 KM 0634627.9 |
 JO0506| JN0379 MOUNT ALICE CAIRN                   APPROX.72.7 KM 0672527.3 |
 JO0506| CM6646 TUSHAR AZ MK                                       1610924.6 |
 JO0506| HO0616 LOS ANGELES SALT LK AWY BN 41                      2363616.5 |
 JO0506| DD5650 PIOCHE AZ MK                                       2511500.7 |
 JO0506| CM6647 TUSHAR RM 1                           4.879 METERS 25407     |
 JO0506| JO0582 INDIAN PEAK                                        2625536.0 |
 JO0506| JO0521 MILFORD NEEDLE                      APPROX.35.4 KM 2634955.7 |
 JO0506| JO0545 FRISCO MOUNT TREE                   APPROX.77.2 KM 2783811.0 |
 JO0506| KP0313 MOUNT MORIAH CAIRN                                 3015935.6 |
 JO0506| KO0454 SAWTOOTH MOUNTAIN=KNOTCH PEAK                      3130955.0 |
 JO0506| KO0455 ANTELOPE MOUNTAIN=SWASEY PEAK                      3241154.9 |
 JO0506| JO0535 LOS ANGELES SALT LK AWY BN 49       APPROX.67.2 KM 3315353.7 |
 JO0506| CM6648 TUSHAR RM 2                           4.122 METERS 35030     |
 JO0506|---------------------------------------------------------------------|
 JO0506
 JO0506                          SUPERSEDED SURVEY CONTROL
 JO0506
 JO0506  NAD 83(1986)-  38 25 09.45222(N)    112 24 44.92218(W) AD(       ) 3
 JO0506  NAD 27      -  38 25 09.55100(N)    112 24 42.16800(W) AD(       ) 3
 JO0506  USCA        -  38 25 04.17400(N)    112 24 47.89200(W) AD(       ) 3
 JO0506  USSD        -  38 25 10.31300(N)    112 24 42.96300(W) AD(       ) 3
 JO0506  NGVD 29 (07/19/86) 3697.8    (m)        12132.     (f) VERT ANG       
 JO0506
 JO0506.Superseded values are not recommended for survey control.
 JO0506
 JO0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0506.See file dsdata.pdf to determine how the superseded data were derived.
 JO0506
 JO0506_MARKER: B = BOLT
 JO0506_SETTING: 66 = SET IN ROCK OUTCROP
 JO0506_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0506+STABILITY: POSITION/ELEVATION WELL
 JO0506
 JO0506  HISTORY     - Date     Condition        Report By
 JO0506  HISTORY     - 1885     MONUMENTED       CGS
 JO0506  HISTORY     - 1925     GOOD             CGS
 JO0506  HISTORY     - 1938     GOOD             CGS
 JO0506  HISTORY     - 1971     SEE DESCRIPTION  USGS
 JO0506
 JO0506                          STATION DESCRIPTION
 JO0506
 JO0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 JO0506'ON THE SUMMIT OF MOUNT BELKNAP, THE NORTHERN OF THE THREE
 JO0506'HIGHEST PEAKS OF TUSHAR MOUNTAINS.  IT IS BEST REACHED FROM
 JO0506'BEAVER VIA PUFFER LAKE ROAD, 14 MILES.  THENCE TAKE THE MERCHANT
 JO0506'VALLEY ROAD TO THE LEFT ABOUT 8 MILES TO A SAWMILL.  FROM THE
 JO0506'SAWMILL A FOREST SERVICE TRAIL LEADS TO THE FOOT OF BELKNAP
 JO0506'PEAK, WHICH IS THE HIGHEST OF THE BARREN WHITE LIMESTONE PEAKS.
 JO0506'A FOOT TRAIL LEADS UP THE SOUTHEAST SIDE OF THE PEAK.  THE
 JO0506'STATION IS MARKED BY A COPPER BOLT LEADED IN A DRILL HOLE IN
 JO0506'SOLID ROCK.  IT IS ALSO MARKED, ABOVE THE BOLT, BY A DRILL HOLE
 JO0506'IN A FLAT ROCK FITTED BETWEEN THE BASES OF THREE SMALL BRICK
 JO0506'PIERS USED IN MOUNTING THE INSTRUMENT.  THE STATION IS NEARLY
 JO0506'SURROUNDED BY A RING WALL OF ROCKS 4-1/2 FEET HIGH WITH AN
 JO0506'INNER DIAMETER OF 11 FEET.
 JO0506
 JO0506                          STATION RECOVERY (1938)
 JO0506
 JO0506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JO0506'ABOUT 16-1/2 MILES NE OF BEAVER, UTAH, ON THE SUMMIT OF MOUNT
 JO0506'BELKNAP, THE N ONE OF THE THREE HIGHEST PEAKS OF THE TUSHAR
 JO0506'MOUNTAINS.  THIS PEAK IS A BARE, WHITE, LIMESTONE MOUNTAIN AND IS
 JO0506'VERY PROMINENT IN THIS LOCALITY.
 JO0506'
 JO0506'STATION MARK IS ON THE HIGHEST POINT OF THE MOUNTAIN.  IT IS A
 JO0506'COPPER BOLT IN A DRILL HOLE IN SOLID ROCK.
 JO0506'
 JO0506'REFERENCE MARK 1 IS W OF THE STATION AND ABOUT 1 FOOT
 JO0506'LOWER IN ELEVATION.
 JO0506'
 JO0506'REFERENCE MARK 2 IS N OF THE STATION AND ABOUT 1 FOOT
 JO0506'LOWER IN ELEVATION.
 JO0506'
 JO0506'AZIMUTH MARK IS ABOUT 2 MILES S OF THE STATION AND
 JO0506'ABOUT 500 FEET LOWER IN ELEVATION.  IT IS SET ABOUT 5 FEET E OF
 JO0506'THE TRAIL IN A LOW SADDLE AS THE TRAIL PASSES OVER AN E AND W
 JO0506'RIDGE.  IT IS THE FIRST POINT ALONG THE TRAIL THAT THE STATION
 JO0506'COMES INTO VIEW.
 JO0506'
 JO0506'TO REACH THE STATION FROM BEAVER, UTAH, GO E ON THE PUFFER LAKE
 JO0506'ROAD FROM THE N STOP LIGHT IN BEAVER FOR 15.1 MILES TO A FORK
 JO0506'AND SIGN (DELANO R.S. 2.0 - PUFFER LAKE 6.0).  THENCE TAKE THE
 JO0506'LEFT FORK FOR 6.2 MILES TO WHERE THE ROAD TURNS E AND TO SAWMILL
 JO0506'TELEPHONE LINES STRAIGHT AHEAD.  THIS POINT IS THE END OF TRUCK
 JO0506'TRAVEL.  FROM HERE PICK UP A WELL MARKED FOREST SERVICE TRAIL
 JO0506'ABOUT 0.2 MILE W OF SAWMILL.  THIS TRAIL FOLLOWS ALONG THE
 JO0506'TELEPHONE LINES, N.  FOLLOW TRAIL FOR ABOUT 1-1/2 MILES TO A
 JO0506'MUDDY LAKE.  ABOUT 200 YARDS E OF LAKE THE TRAIL FORKS.  TAKE THE
 JO0506'RIGHT FORK FOR ABOUT 1/2 MILE TO A LOW SADDLE IN AN
 JO0506'E-AND-W RIDGE.  FROM HERE MOUNT BELKNAP AND THE COUNTRY TO THE N
 JO0506'IS VISIBLE.  THENCE CONTINUE ON THE TRAIL TO THE SE FOOT OF
 JO0506'THE PEAK AND UP A DIM SWITCH-BACK TRAIL THAT LEADS UP THE SLIDE
 JO0506'ROCK.  ABOUT THREE QUARTERS OF THE WAY UP THE FOOT TRAIL SWINGS
 JO0506'AROUND THE S SIDE OF THE MOUNTAIN AND THEN NE TO THE TOP AND THE
 JO0506'STATION SITE.  THIS STATION IS A 6-HOUR BACK PACK FROM THE END
 JO0506'OF TRUCK TRAVEL.
 JO0506'
 JO0506'NOTE--IT IS RECOMMENDED THAT ON THE NEXT OCCASION THAT THIS
 JO0506'STATION IS OCCUPIED THE FOUNDATION FOR THE OBSERVING STAND
 JO0506'SHOULD BE COMPLETELY REBUILT.
 JO0506
 JO0506                          STATION RECOVERY (1971)
 JO0506
 JO0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JO0506'INSTRUMENT STAND 4.6 FT ABOVE STATION MARK.
 JO0506'
 JO0506'COPPER BOLT WAS GONE.  A TABLET WAS SET
 JO0506'IN THE SAME DRILL HOLE.
 JO0506'
 JO0506'STATION MARK--A STANDARD USGS TABLET STAMPED TUSHAR 1885 1971 SET
 JO0506'IN THE OLD DRILL HOLE.
 JO0506'
 JO0506'REFERENCE MARK NO. 1--A STANDARD C AND GS TABLET STAMPED NO 1
 JO0506'1938 SET IN DRILL HOLE IN SOLID ROCK.
 JO0506'
 JO0506'REFERENCE MARK NO. 2--A STANDARD C AND GS TABLET STAMPED NO 2 1938
 JO0506'SET IN DRILL HOLE IN SOLID ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0659 ***********************************************************************
 LN0659  DESIGNATION -  TUSK
 LN0659  PID         -  LN0659
 LN0659  STATE/COUNTY-  UT/DAGGETT
 LN0659  COUNTRY     -  US
 LN0659  USGS QUAD   -  FLAMING GORGE (2017)
 LN0659
 LN0659                         *CURRENT SURVEY CONTROL
 LN0659  ______________________________________________________________________
 LN0659* NAD 83(1994) POSITION- 40 56 35.93090(N) 109 33 34.09878(W)   ADJUSTED
 LN0659* NAVD 88 ORTHO HEIGHT -  2346.5   (meters)     7698.    (feet) VERTCON3
 LN0659  ______________________________________________________________________
 LN0659  GEOID HEIGHT    -        -14.014 (meters)                     GEOID18
 LN0659  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 LN0659  HORZ ORDER      -  FIRST
 LN0659
 LN0659.The horizontal coordinates were established by classical geodetic methods
 LN0659.and adjusted by the National Geodetic Survey in November 1997.
 LN0659
 LN0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0659
 LN0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0659.GEOID18 height accuracy estimate available here.
 LN0659
 LN0659.Click photographs - Photos may exist for this station.
 LN0659
 LN0659.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0659
 LN0659. The following values were computed from the NAD 83(1994) position.
 LN0659
 LN0659;                    North         East     Units Scale Factor Converg.
 LN0659;SPC UT N     - 1,069,562.151   663,388.196   MT  0.99997116   +1 16 46.2
 LN0659;SPC UT N     - 3,509,055.16  2,176,466.11   sFT  0.99997116   +1 16 46.2
 LN0659;SPC WYWC     -    49,541.836   531,840.553   MT  0.99999466   -0 31 49.7
 LN0659;SPC WYWC     -   162,538.51  1,744,880.21   sFT  0.99999466   -0 31 49.7
 LN0659;UTM  12      - 4,533,463.436   621,256.185   MT  0.99978096   +0 56 38.8
 LN0659
 LN0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0659!SPC UT N     -   0.99963426  x   0.99997116  =   0.99960543
 LN0659!SPC WYWC     -   0.99963426  x   0.99999466  =   0.99962892
 LN0659!UTM  12      -   0.99963426  x   0.99978096  =   0.99941530
 LN0659
 LN0659:                Primary Azimuth Mark                     Grid Az
 LN0659:SPC UT N     -  TUSK AZ MK                               045 47 40.5
 LN0659:SPC WYWC     -  TUSK AZ MK                               047 36 16.4
 LN0659:UTM  12      -  TUSK AZ MK                               046 07 47.9
 LN0659
 LN0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL2125633463(NAD 83)
 LN0659
 LN0659|---------------------------------------------------------------------|
 LN0659| PID    Reference Object                     Distance      Geod. Az  |
 LN0659|                                                           dddmmss.s |
 LN0659| CP5953 TUSK AZ MK                                         0470426.7 |
 LN0659| CP5954 TUSK RM 1                             4.044 METERS 09941     |
 LN0659| CP5955 TUSK RM 2                            10.880 METERS 30350     |
 LN0659|---------------------------------------------------------------------|
 LN0659
 LN0659                          SUPERSEDED SURVEY CONTROL
 LN0659
 LN0659  NAD 83(1993)-  40 56 35.93104(N)    109 33 34.09862(W) AD(       ) 1
 LN0659  NAD 83(1986)-  40 56 35.91155(N)    109 33 34.08923(W) AD(       ) 1
 LN0659  NAD 27      -  40 56 36.06100(N)    109 33 31.57100(W) AD(       ) 1
 LN0659  NGVD 29 (07/19/86) 2345.2    (m)         7694.     (f) VERT ANG       
 LN0659
 LN0659.Superseded values are not recommended for survey control.
 LN0659
 LN0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0659.See file dsdata.pdf to determine how the superseded data were derived.
 LN0659
 LN0659_MARKER: DS = TRIANGULATION STATION DISK
 LN0659_SETTING: 66 = SET IN ROCK OUTCROP
 LN0659_STAMPING: TUSK 1947
 LN0659_MARK LOGO: CGS
 LN0659_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0659+STABILITY: POSITION/ELEVATION WELL
 LN0659
 LN0659  HISTORY     - Date     Condition        Report By
 LN0659  HISTORY     - 1947     MONUMENTED       CGS
 LN0659  HISTORY     - 1961     GOOD             USGS
 LN0659
 LN0659                          STATION DESCRIPTION
 LN0659
 LN0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LN0659'THE STATION IS LOCATED ABOUT 6.0 MILES AIRLINE SOUTHEAST OF
 LN0659'LINWOOD AND ABOUT 1.5 MILE EAST OF THE GREEN RIVER ON THE HIGHEST
 LN0659'POINT OF A LONG, STEEP, NARROW, ROCKY, NORTHWEST-SOUTHEAST RIDGE
 LN0659'KNOWN LOCALLY AS BOARS TUSK.  THE STATION MARK IS A BRONZE DISK
 LN0659'SET FLUSH AND IS STAMPED, TUSK 1947.
 LN0659'
 LN0659'REFERENCE MARK NO. 1 IS A BRONZE DISK SET FLUSH AT THE SAME
 LN0659'ELEVATION AS THE STATION MARK AND IS STAMPED, TUSK NO 1 1947.
 LN0659'
 LN0659'REFERENCE MARK NO. 2 IS A BRONZE DISK SET FLUSH 4 FEET LOWER
 LN0659'THAN THE STATION MARK AND IS STAMPED, TUSK NO 2 1947.
 LN0659'
 LN0659'THE AZIMUTH MARK IS A BRONZE DISK, PROJECTS 4 INCHES, IS ON
 LN0659'A SAGEBRUSH COVERED RIDGE 60 FEET SOUTH OF THE CENTERLINE OF
 LN0659'A DIRT ROAD, 2 FEET EAST OF A SMALL ROCK CAIRN AND IS STAMPED,
 LN0659'TUSK 1947.
 LN0659'
 LN0659'WHEN THE STATION WAS ESTABLISHED A FOUR WHEEL DRIVE VEHICLE
 LN0659'WAS DRIVEN TO THE EAST SIDE OF THE RIVER VIA ROCK SPRINGS,
 LN0659'WYOMING TO CLAY BASIN THEN WEST 22 MILES TO SITE OF ABANDONED
 LN0659'FERRY AND PRESENT CABLE CROSSING.
 LN0659'
 LN0659'TO REACH THE STATION FROM LINWOOD.  GO NORTH 0.45 MILE TO
 LN0659'WYOMING STATE LINE AND A BRIDGE.  CONTINUE 0.1 MILE TO A ROAD
 LN0659'RIGHT.  TURN RIGHT, GO 1.75 MILE TO A FORK.  TURN LEFT FOLLOW
 LN0659'MAIN ROAD 4.3 MILES TO BANK OF THE GREEN RIVER AT A BUREAU
 LN0659'OF RECLAMATION CABLE CROSSING.  CROSS RIVER ON CABLE CAR
 LN0659'OR WITH A BOAT.  FOLLOW THE RIGHT HAND ROAD OF THREE, SOUTHEAST
 LN0659'2.1 MILES TO AZIMUTH MARK ON RIGHT AS DESCRIBED ABOVE.
 LN0659'CONTINUE ON ROAD SOUTHEAST AND SOUTH TO END OF ROAD IN TIMBERED
 LN0659'AREA AT A WASH.  FROM HERE WALK SOUTHERLY TO FOOT OF
 LN0659'RIDGE, THEN WALK ALONG THE NORTH SLOPE OF RIDGE TO HIGHEST
 LN0659'POINT AND STATION.  THE TOP OF THE RIDGE SHOULD NOT BE
 LN0659'REACHED UNTIL ONE GETS TO THE STATION AS THE TOP OF THE
 LN0659'RIDGE IS VERY ROCKY.  A STEEP 2 HOUR PACK.
 LN0659
 LN0659                          STATION RECOVERY (1961)
 LN0659
 LN0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LN0659'ALL MARKS IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0600 ***********************************************************************
 LP0600  DESIGNATION -  TVY A
 LP0600  PID         -  LP0600
 LP0600  STATE/COUNTY-  UT/TOOELE
 LP0600  COUNTRY     -  US
 LP0600  USGS QUAD   -  TOOELE (2017)
 LP0600
 LP0600                         *CURRENT SURVEY CONTROL
 LP0600  ______________________________________________________________________
 LP0600* NAD 83(2011) POSITION- 40 37 09.84121(N) 112 21 00.18862(W)   ADJUSTED
 LP0600* NAD 83(2011) ELLIP HT-  1285.858 (meters)        (06/27/12)   ADJUSTED
 LP0600* NAD 83(2011) EPOCH   -  2010.00
 LP0600* NAVD 88 ORTHO HEIGHT -  1303.5   (meters)     4277.    (feet) VERTCON3
 LP0600  ______________________________________________________________________
 LP0600  GEOID HEIGHT    -        -17.547 (meters)                     GEOID18
 LP0600  NAD 83(2011) X  - -1,843,973.518 (meters)                     COMP
 LP0600  NAD 83(2011) Y  - -4,484,908.274 (meters)                     COMP
 LP0600  NAD 83(2011) Z  -  4,131,270.159 (meters)                     COMP
 LP0600  LAPLACE CORR    -          4.08  (seconds)                    DEFLEC18
 LP0600
 LP0600  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LP0600  Standards:
 LP0600         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LP0600            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LP0600  -------------------------------------------------------------------
 LP0600  NETWORK    3.88   8.21           1.77   1.33   4.19     -0.12489930
 LP0600  -------------------------------------------------------------------
 LP0600  Click here for local accuracies and other accuracy information.
 LP0600
 LP0600.This mark is at Bolinder Field/tooele Valley Airport (TVY)
 LP0600
 LP0600.The horizontal coordinates were established by GPS observations
 LP0600.and adjusted by the National Geodetic Survey in June 2012.
 LP0600
 LP0600.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LP0600.been affixed to the stable North American tectonic plate. See 
 LP0600.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LP0600
 LP0600.The horizontal coordinates are valid at the epoch date displayed above
 LP0600.which is a decimal equivalence of Year/Month/Day.
 LP0600
 LP0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0600
 LP0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0600.GEOID18 height accuracy estimate available here.
 LP0600
 LP0600.Click photographs - Photos may exist for this station.
 LP0600
 LP0600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LP0600
 LP0600.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0600
 LP0600.The ellipsoidal height was determined by GPS observations
 LP0600.and is referenced to NAD 83.
 LP0600
 LP0600. The following values were computed from the NAD 83(2011) position.
 LP0600
 LP0600;                    North         East     Units Scale Factor Converg.
 LP0600;SPC UT C     - 2,254,147.450   428,072.489   MT  0.99999253   -0 32 40.3
 LP0600;SPC UT C     - 7,395,482.09  1,404,434.49   sFT  0.99999253   -0 32 40.3
 LP0600;UTM  12      - 4,497,384.250   385,806.286   MT  0.99976051   -0 52 44.5
 LP0600
 LP0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0600!SPC UT C     -   0.99979833  x   0.99999253  =   0.99979086
 LP0600!UTM  12      -   0.99979833  x   0.99976051  =   0.99955889
 LP0600
 LP0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK8580697384(NAD 83)
 LP0600
 LP0600                          SUPERSEDED SURVEY CONTROL
 LP0600
 LP0600  NAD 83(2007)-  40 37 09.84093(N)    112 21 00.18880(W) AD(2002.00) 0
 LP0600  ELLIP H (02/10/07) 1285.875  (m)                       GP(2002.00)    
 LP0600  ELLIP H (01/22/02) 1285.882  (m)                       GP(       ) 4 1
 LP0600  NAD 83(1994)-  40 37 09.84018(N)    112 21 00.18684(W) AD(       ) 2
 LP0600  ELLIP H (11/04/97) 1285.917  (m)                       GP(       ) 4 1
 LP0600  NAD 83(1993)-  40 37 09.83999(N)    112 21 00.18672(W) AD(       ) 2
 LP0600  NAD 83(1986)-  40 37 09.83071(N)    112 21 00.17609(W) AD(       ) 2
 LP0600  NGVD 29 (12/30/92) 1302.3    (m)  GEOID90  model used  GPS OBS        
 LP0600
 LP0600.Superseded values are not recommended for survey control.
 LP0600
 LP0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0600.See file dsdata.pdf to determine how the superseded data were derived.
 LP0600
 LP0600_MARKER: DD = SURVEY DISK
 LP0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0600_STAMPING: TVY A 1991
 LP0600_MARK LOGO: NOS
 LP0600_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LP0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0600+STABILITY: SURFACE MOTION
 LP0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0600+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 LP0600
 LP0600  HISTORY     - Date     Condition        Report By
 LP0600  HISTORY     - 1991     MONUMENTED       NOS
 LP0600  HISTORY     - 19920723 GOOD
 LP0600  HISTORY     - 19951021 GOOD             NGS
 LP0600
 LP0600                          STATION DESCRIPTION
 LP0600
 LP0600'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 LP0600'STATION IS LOCATED AT THE BOLINDER FIELD - TOOELE VALLEY AIRPORT IN
 LP0600'TOOELE, UTAH.
 LP0600'TO REACH FROM THE TERMINAL BUILDING AT THE AIRPORT PROCEED WEST TO A
 LP0600'TAXIWAY RUNNING PARALLEL WITH THE RUNWAY.  TURN NORTH AT TAXIWAY AND
 LP0600'GO .75 MI (1.21 KM) TO THE STATION LOCATED BETWEEN THE RUNWAY AND
 LP0600'TAXIWAY WHERE THE TAXIWAY CONNECTS TO THE RUNWAY.
 LP0600'IT IS 139.98 FT (42.67 M) SOUTH OF THE CENTERLINE OF THE TAXIWAY
 LP0600'CONNECTING TO THE RUNWAY, 160.66 FT (48.97 M) WEST OF THE CENTERLINE
 LP0600'OF THE PARALLEL TAXIWAY, 149.75 FT (45.64 M) EAST OF THE NORTH VASI
 LP0600'AND 240.0 FT (73.15 M) EAST OF THE CENTERLINE OF THE RUNWAY.
 LP0600
 LP0600                          STATION RECOVERY (1992)
 LP0600
 LP0600'RECOVERED 1992
 LP0600'RECOVERED IN GOOD CONDITION.
 LP0600
 LP0600                          STATION RECOVERY (1995)
 LP0600
 LP0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (NGS)
 LP0600'THE STATION IS LOCATED AT THE NORTH END OF BOLINDER FIELD-TOOELE
 LP0600'VALLEY AIRPORT NEAR RUNWAY END OF 16.  THE STATION IS 139.98 FT (42.67
 LP0600'M) SOUTH OF CL OF TAXIWAY, 160.00 FT (48.77 M) WEST OF THE CL OF
 LP0600'PARALLEL TAXIWAY, 149.75 FT (45.64 M) EAST OF THE NORTH VASI, 240.0 FT
 LP0600'(73.2 M) EAST OF THE CL OF THE RUNWAY, AND 286.76 FT (87.40 M)
 LP0600'SOUTHEAST OF THE CENTERLINE END OF RUNWAY 16.  THE STATION IS A NOS
 LP0600'DISK SET IN A 12 INCH CONCRETE MONUMENT FLUSH WITH THE GROUND, AND IS
 LP0600'STAMPED TVY A 1991.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0601 ***********************************************************************
 LP0601  DESIGNATION -  TVY B
 LP0601  PID         -  LP0601
 LP0601  STATE/COUNTY-  UT/TOOELE
 LP0601  COUNTRY     -  US
 LP0601  USGS QUAD   -  TOOELE (2017)
 LP0601
 LP0601                         *CURRENT SURVEY CONTROL
 LP0601  ______________________________________________________________________
 LP0601* NAD 83(2011) POSITION- 40 36 18.12589(N) 112 20 59.11790(W)   ADJUSTED
 LP0601* NAD 83(2011) ELLIP HT-  1298.531 (meters)        (06/27/12)   ADJUSTED
 LP0601* NAD 83(2011) EPOCH   -  2010.00
 LP0601* NAVD 88 ORTHO HEIGHT -  1316.2   (meters)     4318.    (feet) VERTCON3
 LP0601  ______________________________________________________________________
 LP0601  GEOID HEIGHT    -        -17.527 (meters)                     GEOID18
 LP0601  NAD 83(2011) X  - -1,844,348.832 (meters)                     COMP
 LP0601  NAD 83(2011) Y  - -4,485,887.323 (meters)                     COMP
 LP0601  NAD 83(2011) Z  -  4,130,067.177 (meters)                     COMP
 LP0601  LAPLACE CORR    -          3.93  (seconds)                    DEFLEC18
 LP0601
 LP0601  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LP0601  Standards:
 LP0601         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LP0601            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LP0601  -------------------------------------------------------------------
 LP0601  NETWORK    4.36   9.25           2.03   1.40   4.72     -0.17278515
 LP0601  -------------------------------------------------------------------
 LP0601  Click here for local accuracies and other accuracy information.
 LP0601
 LP0601.This mark is at Bolinder Field/tooele Valley Airport (TVY)
 LP0601
 LP0601.The horizontal coordinates were established by GPS observations
 LP0601.and adjusted by the National Geodetic Survey in June 2012.
 LP0601
 LP0601.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LP0601.been affixed to the stable North American tectonic plate. See 
 LP0601.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LP0601
 LP0601.The horizontal coordinates are valid at the epoch date displayed above
 LP0601.which is a decimal equivalence of Year/Month/Day.
 LP0601
 LP0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0601
 LP0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0601.GEOID18 height accuracy estimate available here.
 LP0601
 LP0601.Click photographs - Photos may exist for this station.
 LP0601
 LP0601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LP0601
 LP0601.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0601
 LP0601.The ellipsoidal height was determined by GPS observations
 LP0601.and is referenced to NAD 83.
 LP0601
 LP0601. The following values were computed from the NAD 83(2011) position.
 LP0601
 LP0601;                    North         East     Units Scale Factor Converg.
 LP0601;SPC UT C     - 2,252,552.075   428,082.500   MT  0.99998912   -0 32 39.6
 LP0601;SPC UT C     - 7,390,247.93  1,404,467.34   sFT  0.99998912   -0 32 39.6
 LP0601;UTM  12      - 4,495,789.211   385,806.987   MT  0.99976051   -0 52 42.9
 LP0601
 LP0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0601!SPC UT C     -   0.99979634  x   0.99998912  =   0.99978547
 LP0601!UTM  12      -   0.99979634  x   0.99976051  =   0.99955690
 LP0601
 LP0601:                Primary Azimuth Mark                     Grid Az
 LP0601:SPC UT C     -  TVY C                                    002 20 22.8
 LP0601:UTM  12      -  TVY C                                    002 40 26.1
 LP0601
 LP0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK8580695789(NAD 83)
 LP0601
 LP0601|---------------------------------------------------------------------|
 LP0601| PID    Reference Object                     Distance      Geod. Az  |
 LP0601|                                                           dddmmss.s |
 LP0601| LP0602 TVY C                               496.091 METERS 0014743.2 |
 LP0601|---------------------------------------------------------------------|
 LP0601
 LP0601                          SUPERSEDED SURVEY CONTROL
 LP0601
 LP0601  NAD 83(2007)-  40 36 18.12559(N)    112 20 59.11808(W) AD(2002.00) 0
 LP0601  ELLIP H (02/10/07) 1298.549  (m)                       GP(2002.00)    
 LP0601  ELLIP H (01/22/02) 1298.550  (m)                       GP(       ) 4 1
 LP0601  NAD 83(1994)-  40 36 18.12472(N)    112 20 59.11594(W) AD(       ) 2
 LP0601  ELLIP H (11/04/97) 1298.598  (m)                       GP(       ) 4 1
 LP0601  NAD 83(1993)-  40 36 18.12453(N)    112 20 59.11583(W) AD(       ) 2
 LP0601  NAD 83(1986)-  40 36 18.11523(N)    112 20 59.10542(W) AD(       ) 2
 LP0601  NGVD 29 (12/30/92) 1315.0    (m)  GEOID90  model used  GPS OBS        
 LP0601
 LP0601.Superseded values are not recommended for survey control.
 LP0601
 LP0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0601.See file dsdata.pdf to determine how the superseded data were derived.
 LP0601
 LP0601_MARKER: DD = SURVEY DISK
 LP0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0601_STAMPING: TVY B 1991
 LP0601_MARK LOGO: NOS
 LP0601_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LP0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0601+STABILITY: SURFACE MOTION
 LP0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0601+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 LP0601
 LP0601  HISTORY     - Date     Condition        Report By
 LP0601  HISTORY     - 1991     MONUMENTED       NOS
 LP0601  HISTORY     - 19920723 GOOD
 LP0601  HISTORY     - 19951021 GOOD             NGS
 LP0601
 LP0601                          STATION DESCRIPTION
 LP0601
 LP0601'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 LP0601'STATION IS LOCATED AT THE BOLINDER FIELD - TOOELE VALLEY AIRPORT IN
 LP0601'TOOELE, UTAH.
 LP0601'FROM THE TERMINAL BUILDING AT THE AIRPORT PROCEED WEST TO A TAXIWAY
 LP0601'RUNNING PARALLEL TO THE RUNWAY.  HEAD SOUTH ON THE TAXIWAY FOR 0.2 MI
 LP0601'(0.32 KM) TO THE STATION LOCATED BETWEEN THE RUNWAY AND TAXIWAY,
 LP0601'NORTH OF THE TAXIWAY CONNECTING TO THE SOUTH END OF THE RUNWAY.
 LP0601'IT IS 241.6 FT (73.64 M) EAST OF THE CENTERLINE OF THE RUNWAY, 156.8
 LP0601'FT (47.79 M) WEST OF THE CENTERLINE OF THE PARALLEL TAXIWAY AND 87.7
 LP0601'FT (26.73 M) NORTH OF THE CENTERLINE OF THE TAXIWAY CONNECTING TO THE
 LP0601'RUNWAY END.
 LP0601
 LP0601                          STATION RECOVERY (1992)
 LP0601
 LP0601'RECOVERED 1992
 LP0601'RECOVERED IN GOOD CONDITION.
 LP0601
 LP0601                          STATION RECOVERY (1995)
 LP0601
 LP0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (NGS)
 LP0601'THE STATION IS LOCATED AT THE SOUTH END OF BOLINDER FIELD-TOOELE
 LP0601'VALLEY AIRPORT NEAR RUNWAY END 34.  THE STATION IS 241.6 FT (73.6 M)
 LP0601'EAST OF THE CL OF THE RUNWAY, 156.8 FT (47.8 M) WEST OF THE CL OF THE
 LP0601'TAXIWAY, 87.7 FT (26.7 M) NORTH OF THE CL OF TAXIWAY, AND 263.55 FT
 LP0601'(80.33 M) NORTHEAST OF THE CENTERLINE END OF RUNWAY 34.  THE STATION
 LP0601'IS A NOS DISK SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT FLUSH WITH
 LP0601'THE GROUND, AND IS STAMPED TVY B 1991.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0602 ***********************************************************************
 LP0602  DESIGNATION -  TVY C
 LP0602  PID         -  LP0602
 LP0602  STATE/COUNTY-  UT/TOOELE
 LP0602  COUNTRY     -  US
 LP0602  USGS QUAD   -  TOOELE (2017)
 LP0602
 LP0602                         *CURRENT SURVEY CONTROL
 LP0602  ______________________________________________________________________
 LP0602* NAD 83(2011) POSITION- 40 36 34.20071(N) 112 20 58.45676(W)   ADJUSTED
 LP0602* NAD 83(2011) ELLIP HT-  1294.063 (meters)        (06/27/12)   ADJUSTED
 LP0602* NAD 83(2011) EPOCH   -  2010.00
 LP0602* NAVD 88 ORTHO HEIGHT -  1311.7   (meters)     4303.    (feet) VERTCON3
 LP0602  ______________________________________________________________________
 LP0602  GEOID HEIGHT    -        -17.533 (meters)                     GEOID18
 LP0602  NAD 83(2011) X  - -1,844,210.418 (meters)                     COMP
 LP0602  NAD 83(2011) Y  - -4,485,591.547 (meters)                     COMP
 LP0602  NAD 83(2011) Z  -  4,130,440.787 (meters)                     COMP
 LP0602  LAPLACE CORR    -          3.98  (seconds)                    DEFLEC18
 LP0602
 LP0602  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LP0602  Standards:
 LP0602         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LP0602            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LP0602  -------------------------------------------------------------------
 LP0602  NETWORK    3.61   7.51           1.68   1.16   3.83     -0.17009877
 LP0602  -------------------------------------------------------------------
 LP0602  Click here for local accuracies and other accuracy information.
 LP0602
 LP0602.This mark is at Bolinder Field/tooele Valley Airport (TVY)
 LP0602
 LP0602.The horizontal coordinates were established by GPS observations
 LP0602.and adjusted by the National Geodetic Survey in June 2012.
 LP0602
 LP0602.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LP0602.been affixed to the stable North American tectonic plate. See 
 LP0602.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LP0602
 LP0602.The horizontal coordinates are valid at the epoch date displayed above
 LP0602.which is a decimal equivalence of Year/Month/Day.
 LP0602
 LP0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0602
 LP0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0602.GEOID18 height accuracy estimate available here.
 LP0602
 LP0602.Click photographs - Photos may exist for this station.
 LP0602
 LP0602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LP0602
 LP0602.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0602
 LP0602.The ellipsoidal height was determined by GPS observations
 LP0602.and is referenced to NAD 83.
 LP0602
 LP0602. The following values were computed from the NAD 83(2011) position.
 LP0602
 LP0602;                    North         East     Units Scale Factor Converg.
 LP0602;SPC UT C     - 2,253,047.747   428,102.752   MT  0.99999018   -0 32 39.2
 LP0602;SPC UT C     - 7,391,874.15  1,404,533.78   sFT  0.99999018   -0 32 39.2
 LP0602;UTM  12      - 4,496,284.643   385,830.125   MT  0.99976044   -0 52 42.7
 LP0602
 LP0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0602!SPC UT C     -   0.99979705  x   0.99999018  =   0.99978723
 LP0602!UTM  12      -   0.99979705  x   0.99976044  =   0.99955753
 LP0602
 LP0602:                Primary Azimuth Mark                     Grid Az
 LP0602:SPC UT C     -  TVY B                                    182 20 22.9
 LP0602:UTM  12      -  TVY B                                    182 40 26.4
 LP0602
 LP0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK8583096284(NAD 83)
 LP0602
 LP0602|---------------------------------------------------------------------|
 LP0602| PID    Reference Object                     Distance      Geod. Az  |
 LP0602|                                                           dddmmss.s |
 LP0602| LP0601 TVY B                               496.091 METERS 1814743.7 |
 LP0602|---------------------------------------------------------------------|
 LP0602
 LP0602                          SUPERSEDED SURVEY CONTROL
 LP0602
 LP0602  NAD 83(2007)-  40 36 34.20041(N)    112 20 58.45693(W) AD(2002.00) 0
 LP0602  ELLIP H (02/10/07) 1294.080  (m)                       GP(2002.00)    
 LP0602  ELLIP H (01/22/02) 1294.093  (m)                       GP(       ) 4 1
 LP0602  NAD 83(1994)-  40 36 34.19965(N)    112 20 58.45504(W) AD(       ) 2
 LP0602  ELLIP H (11/04/97) 1294.143  (m)                       GP(       ) 4 1
 LP0602  NAD 83(1993)-  40 36 34.19946(N)    112 20 58.45492(W) AD(       ) 2
 LP0602  NAD 83(1986)-  40 36 34.19033(N)    112 20 58.44456(W) AD(       ) 2
 LP0602  NGVD 29 (12/30/92) 1310.5    (m)  GEOID90  model used  GPS OBS        
 LP0602
 LP0602.Superseded values are not recommended for survey control.
 LP0602
 LP0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0602.See file dsdata.pdf to determine how the superseded data were derived.
 LP0602
 LP0602_MARKER: DT = TOPOGRAPHIC STATION DISK
 LP0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0602_STAMPING: TVY C 1992
 LP0602_MARK LOGO: NOS
 LP0602_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LP0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0602+STABILITY: SURFACE MOTION
 LP0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0602+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LP0602
 LP0602  HISTORY     - Date     Condition        Report By
 LP0602  HISTORY     - 1992     MONUMENTED       NOS
 LP0602  HISTORY     - 19951021 GOOD             NGS
 LP0602
 LP0602                          STATION DESCRIPTION
 LP0602
 LP0602'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 LP0602'STATION IS LOCATED AT THE BOLINDER FIELD - TOOELE VALLEY AIRPORT IN
 LP0602'TOOELE, UTAH.
 LP0602'FROM THE TERMINAL BUILDING AT THE AIRPORT PROCEED WEST TO A TAXIWAY
 LP0602'RUNNING PARALLEL TO THE RUNWAY.  HEAD NORTH ON THE TAXIWAY FOR 0.1 MI
 LP0602'(0.16 KM) TO THE STATION LOCATED ON THE WEST SIDE OF THE PARALLEL
 LP0602'TAXIWAY NORTHEAST OF AN ANEMOMETER AND SOUTHEAST OF A WINDSOCK.
 LP0602'IT IS 192.0 FT (58.52 M) SOUTHEAST OF A WINDSOCK, 81.0 FT (24.69 M)
 LP0602'WEST-SOUTHWEST OF THE CENTERLINE OF THE PARALLEL TAXIWAY AND 55.8 FT
 LP0602'(17.01 M) EAST-NORTHEAST OF THE ANEMOMETER.
 LP0602
 LP0602                          STATION RECOVERY (1995)
 LP0602
 LP0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (NGS)
 LP0602'THE STATION IS LOCATED NEAR THE WINDSOCK AT THE BOLINDER FIELD-TOOELE
 LP0602'VALLEY AIRPORT.  THE STATION IS 192.0 FT (58.5 M) SOUTHEAST OF THE
 LP0602'WINDSOCK, 55.8 FT (17.0 M) EAST NORTHEAST OF AN ANEMOMETER, AND 81.0
 LP0602'FT (24.7 M) WEST SOUTHWEST OF THE CENTERLINE OF THE PARALLEL TAXIWAY.
 LP0602'THE STATION IS A STANDARD TOPOGRAPHIC DISK SET IN A 12 INCH CONCRETE
 LP0602'MONUMENT, .3 FT (9.1 CM) BELOW THE SURFACE AND STAMPED TVY C 1992.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0781 ***********************************************************************
 MS0781  DESIGNATION -  TWIN
 MS0781  PID         -  MS0781
 MS0781  STATE/COUNTY-  UT/BOX ELDER
 MS0781  COUNTRY     -  US
 MS0781  USGS QUAD   -  COTTON THOMAS BASIN (2017)
 MS0781
 MS0781                         *CURRENT SURVEY CONTROL
 MS0781  ______________________________________________________________________
 MS0781* NAD 83(1994) POSITION- 41 55 38.15564(N) 113 51 47.01238(W)   ADJUSTED
 MS0781* NAVD 88 ORTHO HEIGHT -  2617.7   (meters)     8588.    (feet) VERTCON3
 MS0781  ______________________________________________________________________
 MS0781  GEOID HEIGHT    -        -14.851 (meters)                     GEOID18
 MS0781  LAPLACE CORR    -          4.51  (seconds)                    DEFLEC18
 MS0781  HORZ ORDER      -  SECOND
 MS0781
 MS0781.The horizontal coordinates were established by classical geodetic methods
 MS0781.and adjusted by the National Geodetic Survey in November 1997.
 MS0781
 MS0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0781
 MS0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0781.GEOID18 height accuracy estimate available here.
 MS0781
 MS0781.Click photographs - Photos may exist for this station.
 MS0781
 MS0781.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0781
 MS0781. The following values were computed from the NAD 83(1994) position.
 MS0781
 MS0781;                    North         East     Units Scale Factor Converg.
 MS0781;SPC UT N     - 1,179,679.813   304,014.925   MT  1.00002653   -1 33 29.1
 MS0781;SPC UT N     - 3,870,332.85    997,422.30   sFT  1.00002653   -1 33 29.1
 MS0781;UTM  12      - 4,645,665.558   262,607.691   MT  1.00029351   -1 54 50.2
 MS0781
 MS0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0781!SPC UT N     -   0.99959193  x   1.00002653  =   0.99961845
 MS0781!UTM  12      -   0.99959193  x   1.00029351  =   0.99988532
 MS0781
 MS0781:                Primary Azimuth Mark                     Grid Az
 MS0781:SPC UT N     -  SPRING                                   315 45 52.8
 MS0781:UTM  12      -  SPRING                                   316 07 13.9
 MS0781
 MS0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM6260745665(NAD 83)
 MS0781
 MS0781|---------------------------------------------------------------------|
 MS0781| PID    Reference Object                     Distance      Geod. Az  |
 MS0781|                                                           dddmmss.s |
 MS0781| CM6652 TWIN RM 2                             1.732 METERS 01102     |
 MS0781| CM6653 TWIN RM 3                             9.872 METERS 06607     |
 MS0781| CM6651 TWIN RM 1                             3.919 METERS 24705     |
 MS0781| NV1041 SPRING                              APPROX.26.2 KM 3141223.7 |
 MS0781|---------------------------------------------------------------------|
 MS0781
 MS0781                          SUPERSEDED SURVEY CONTROL
 MS0781
 MS0781  NAD 83(1986)-  41 55 38.15212(N)    113 51 47.01145(W) AD(       ) 2
 MS0781  NAD 27      -  41 55 38.44982(N)    113 51 43.97051(W) AD(       ) 2
 MS0781  NGVD 29 (07/19/86) 2616.4    (m)         8584.     (f) VERT ANG       
 MS0781
 MS0781.Superseded values are not recommended for survey control.
 MS0781
 MS0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0781.See file dsdata.pdf to determine how the superseded data were derived.
 MS0781
 MS0781_MARKER: DD = SURVEY DISK
 MS0781_SETTING: 66 = SET IN ROCK OUTCROP
 MS0781_STAMPING: TWIN 1957
 MS0781_MARK LOGO: USGS
 MS0781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0781+STABILITY: POSITION/ELEVATION WELL
 MS0781
 MS0781  HISTORY     - Date     Condition        Report By
 MS0781  HISTORY     - 1957     MONUMENTED       USGS
 MS0781  HISTORY     - 1968     GOOD             USGS
 MS0781
 MS0781                          STATION DESCRIPTION
 MS0781
 MS0781'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 MS0781'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 41113-4,
 MS0781'STATION 1004.
 MS0781'LOCATED ABOUT 8 MI. NW. OF THE OLD COMMUNITY OF LYNN, AT THE HEAD OF
 MS0781'POLE CREEK AND MOHOGANY CREEK. ON THE S. PEAK OF A VERY PROMINENT
 MS0781'DOUBLE-PEAK KNOWN AS TWIN PEAKS.
 MS0781'STATION REACHED BY HELICOPTER.
 MS0781'BEST APPROACH BY TRUCK APPEARS TO BE FROM OAKLEY UP GOOSE CREEK TO
 MS0781'POLE CREEK, THENCE UP POLE CREEK TOWARD TWIN PEAKS TO THE SE. OF THE
 MS0781'JUNCTION OF POLE CREEK AND GOOSE CREEK.  A 4-WHEEL DRIVE CAN PROBABLY
 MS0781'BE DRIVEN WITHIN 1 MI. OF THE STATION.
 MS0781'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---TWIN 1957---, SET IN
 MS0781'BEDROCK.
 MS0781'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 MS0781'---NO 1 1957---, SET IN ROCK OUTCROP AND ABOUT 1.0 FT. LOWER THAN
 MS0781'STATION.
 MS0781'REFERENCE MARK NO. 2--A USGS COPPER NAIL AND WASHER CEMENTED IN A ROCK
 MS0781'OUTCROP AND LEVEL WITH STATION.
 MS0781'REFERENCE MARK NO. 3--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 MS0781'---NO 3 1968---, SET IN ROCK OUTCROP AND LEVEL WITH STATION MARK.
 MS0781
 MS0781                          STATION RECOVERY (1968)
 MS0781
 MS0781'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JB)
 MS0781'NO TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0535 ***********************************************************************
 HM0535  DESIGNATION -  TWIN
 HM0535  PID         -  HM0535
 HM0535  STATE/COUNTY-  UT/SAN JUAN
 HM0535  COUNTRY     -  US
 HM0535  USGS QUAD   -  ABAJO PEAK (2017)
 HM0535
 HM0535                         *CURRENT SURVEY CONTROL
 HM0535  ______________________________________________________________________
 HM0535* NAD 83(1994) POSITION- 37 51 24.96142(N) 109 29 41.63507(W)   ADJUSTED
 HM0535* NAVD 88 ORTHO HEIGHT -  3358.    (meters)    11017.    (feet) SCALED
 HM0535  ______________________________________________________________________
 HM0535  GEOID HEIGHT    -        -18.453 (meters)                     GEOID18
 HM0535  LAPLACE CORR    -          6.24  (seconds)                    DEFLEC18
 HM0535  HORZ ORDER      -  SECOND
 HM0535
 HM0535.The horizontal coordinates were established by classical geodetic methods
 HM0535.and adjusted by the National Geodetic Survey in November 1997.
 HM0535
 HM0535.The orthometric height was scaled from a topographic map.
 HM0535
 HM0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0535.GEOID18 height accuracy estimate available here.
 HM0535
 HM0535.Click photographs - Photos may exist for this station.
 HM0535
 HM0535.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0535
 HM0535. The following values were computed from the NAD 83(1994) position.
 HM0535
 HM0535;                    North         East     Units Scale Factor Converg.
 HM0535;SPC UT S     - 3,133,991.811   676,432.604   MT  0.99995210   +1 13 42.6
 HM0535;SPC UT S     -10,282,104.80  2,219,262.63   sFT  0.99995210   +1 13 42.6
 HM0535;UTM  12      - 4,191,009.098   632,403.980   MT  0.99981592   +0 55 25.7
 HM0535
 HM0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0535!SPC UT S     -   0.99947618  x   0.99995210  =   0.99942830
 HM0535!UTM  12      -   0.99947618  x   0.99981592  =   0.99929219
 HM0535
 HM0535:                Primary Azimuth Mark                     Grid Az
 HM0535:SPC UT S     -  TWIN AZ MK                               111 26 17.4
 HM0535:UTM  12      -  TWIN AZ MK                               111 44 34.3
 HM0535
 HM0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3240391009(NAD 83)
 HM0535
 HM0535|---------------------------------------------------------------------|
 HM0535| PID    Reference Object                     Distance      Geod. Az  |
 HM0535|                                                           dddmmss.s |
 HM0535| CM7242 TWIN AZ MK                                         1124000.0 |
 HM0535| CM7243 TWIN RM 1                             7.522 METERS 20237     |
 HM0535|---------------------------------------------------------------------|
 HM0535
 HM0535                          SUPERSEDED SURVEY CONTROL
 HM0535
 HM0535  NAD 83(1986)-  37 51 24.95384(N)    109 29 41.63785(W) AD(       ) 2
 HM0535  NAD 27      -  37 51 24.98058(N)    109 29 39.19832(W) AD(       ) 2
 HM0535
 HM0535.Superseded values are not recommended for survey control.
 HM0535
 HM0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0535.See file dsdata.pdf to determine how the superseded data were derived.
 HM0535
 HM0535_MARKER: DS = TRIANGULATION STATION DISK
 HM0535_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HM0535_STAMPING: TWIN 1936
 HM0535_MARK LOGO: CGS
 HM0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0535
 HM0535  HISTORY     - Date     Condition        Report By
 HM0535  HISTORY     - 1936     MONUMENTED       CGS
 HM0535
 HM0535                          STATION DESCRIPTION
 HM0535
 HM0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HM0535'IN LA SAL NATIONAL FOREST, ABOUT 16 MILES NORTH OF BLANDING,
 HM0535'8 MILES WEST OF MONTICELLO, AND ABOUT 2 MILES EAST OF INDIAN
 HM0535'CREEK, ON HIGHEST POINT OF TWIN PEAK MOUNTAIN, 40 FEET NORTH
 HM0535'OF POLE DRIFT FENCE.  TO REACH FROM L.H. REDDS DEPARTMENT
 HM0535'STORE IN MONTICELLO, GO WEST ON GRADED ROAD 0.8 MILE TO RANGER
 HM0535'STATION GATE.  JOG SOUTH 200 FEET.  THEN WESTERLY ON C.C.C.
 HM0535'IMPROVED ROAD THROUGH GENTLY SLOPING FOOTHILLS 5.5 MILES TO
 HM0535'CATTLE GUARD.  TURN RIGHT AND CONTINUE ON SLIGHTLY IMPROVED
 HM0535'ROAD UP NORTH CREEK CANYON TO SADDLE IN MOUNTAINS AND END
 HM0535'OF TRUCK TRAVEL.  FROM SADDLE, FOLLOW PARTLY MADE ROAD
 HM0535'(1936) ALONG SOUTHWEST SIDE OF MOUNTAIN ABOUT 3/4 MILE TO
 HM0535'ANOTHER SADDLE IN MOUNTAINS.  THENCE, WESTWARD ALONG TOP
 HM0535'OF SADDLE AND UP TWIN PEAK MOUNTAIN ABOUT 3/4 MILE TO TOP
 HM0535'AND STATION.  MARKED BY STANDARD STATION DISK IN PIPE,
 HM0535'PROJECTING 8 INCHES ABOVE GROUND.  REFERENCE AND
 HM0535'AZIMUTH MARKS ARE STANDARD DISKS IN PIPES,
 HM0535'PROJECTING 12 INCHES.  NO. 1 IS 12 FEET NORTH OF POLE DRIFT
 HM0535'FENCE AND 7.520 METERS (24.67 FEET) (SLOPE DISTANCE) SOUTH
 HM0535'OF STATION S 22 DEG 37 MIN W.  AZIMUTH MARK IS 1
 HM0535'1/2 MILES FROM STATION S 67 DEG 20 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0425 ***********************************************************************
 KN0425  DESIGNATION -  TWIN KNOLLS
 KN0425  PID         -  KN0425
 KN0425  STATE/COUNTY-  UT/UTAH
 KN0425  COUNTRY     -  US
 KN0425  USGS QUAD   -  NEBO BASIN (2017)
 KN0425
 KN0425                         *CURRENT SURVEY CONTROL
 KN0425  ______________________________________________________________________
 KN0425* NAD 83(1994) POSITION- 39 52 08.62580(N) 111 41 17.81286(W)   ADJUSTED
 KN0425* NAVD 88 ORTHO HEIGHT -  2827.55  (+/-2cm)     9276.7   (feet) VERTCON3
 KN0425  ______________________________________________________________________
 KN0425  GEOID HEIGHT    -        -16.714 (meters)                     GEOID18
 KN0425  LAPLACE CORR    -          2.36  (seconds)                    DEFLEC18
 KN0425  HORZ ORDER      -  THIRD
 KN0425  VERT ORDER      -  THIRD ? (See Below)
 KN0425
 KN0425.The horizontal coordinates were established by classical geodetic methods
 KN0425.and adjusted by the National Geodetic Survey in November 1997.
 KN0425
 KN0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0425
 KN0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0425.GEOID18 height accuracy estimate available here.
 KN0425
 KN0425.The vertical order pertains to the NGVD 29 superseded value.
 KN0425
 KN0425.Click photographs - Photos may exist for this station.
 KN0425
 KN0425.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0425
 KN0425. The following values were computed from the NAD 83(1994) position.
 KN0425
 KN0425;                    North         East     Units Scale Factor Converg.
 KN0425;SPC UT C     - 2,170,511.334   483,892.901   MT  0.99989900   -0 07 14.2
 KN0425;SPC UT C     - 7,121,085.93  1,587,571.96   sFT  0.99989900   -0 07 14.2
 KN0425;UTM  12      - 4,413,451.276   441,136.192   MT  0.99964266   -0 26 28.4
 KN0425
 KN0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0425!SPC UT C     -   0.99955923  x   0.99989900  =   0.99945827
 KN0425!UTM  12      -   0.99955923  x   0.99964266  =   0.99920205
 KN0425
 KN0425:                Primary Azimuth Mark                     Grid Az
 KN0425:SPC UT C     -  BALD MTN                                 278 47 24.4
 KN0425:UTM  12      -  BALD MTN                                 279 06 38.6
 KN0425
 KN0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK4113613451(NAD 83)
 KN0425
 KN0425|---------------------------------------------------------------------|
 KN0425| PID    Reference Object                     Distance      Geod. Az  |
 KN0425|                                                           dddmmss.s |
 KN0425| KN0447 BALD MTN                            APPROX. 6.0 KM 2784010.2 |
 KN0425|---------------------------------------------------------------------|
 KN0425
 KN0425                          SUPERSEDED SURVEY CONTROL
 KN0425
 KN0425  NAD 83(1993)-  39 52 08.61957(N)    111 41 17.80712(W) AD(       ) 3
 KN0425  NAD 83(1986)-  39 52 08.61286(N)    111 41 17.80667(W) AD(       ) 3
 KN0425  NAD 27      -  39 52 08.77138(N)    111 41 15.06680(W) AD(       ) 3
 KN0425  NGVD 29            2826.24   (m)         9272.4    (f) LEVELING    3  
 KN0425
 KN0425.Superseded values are not recommended for survey control.
 KN0425
 KN0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0425.See file dsdata.pdf to determine how the superseded data were derived.
 KN0425
 KN0425_MARKER: DD = SURVEY DISK
 KN0425_SETTING: 66 = SET IN ROCK OUTCROP
 KN0425_STAMPING: 1 T11S R2E 1925 TWIN KNOLLS
 KN0425_MARK LOGO: USFS
 KN0425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0425+STABILITY: POSITION/ELEVATION WELL
 KN0425
 KN0425  HISTORY     - Date     Condition        Report By
 KN0425  HISTORY     - 1925     MONUMENTED       USFS
 KN0425
 KN0425                          STATION DESCRIPTION
 KN0425
 KN0425'DESCRIBED BY US FOREST SERVICE 1925
 KN0425'LOCATED ABOUT 7.0 MI. S. AND 3.0 MI. E. OF PAYSON.
 KN0425'
 KN0425'TO REACH FROM NE. CORNER OF FAIRGROUNDS AT PAYSON, DRIVE S. INTO
 KN0425'PAYSON CANYON ON HARD-SURFACED RD. FOR 4.2 MI. TO SIGN READING
 KN0425'---ENTERING UINTA NATIONAL FOREST--- AN END OF HARD SURFACED RD.
 KN0425'CONTINUE S. ON GRAVELED RD. 7.9 MI. TO RD. FORKS, TAKE LEFT FORK SE.
 KN0425'0.5 MI. TO CAMP GROUND AND RD. FORKS, TAKE LEFT FORK E. 0.2 MI. TO RD.
 KN0425'FORKS, TAKE LEFT FORK NE. 0.6 MI. TO RD. FORKS, TAKE RIGHT FORK S. AND
 KN0425'CONTINUE ON MAIN TRAVELED RD. 9.2 MI. TO SADDLE AND SIGN READING
 KN0425'---BEAR TRAP RIDGE TRAIL---AND END OF RD. HIKE N. TO TOP OF BARE KNOLL
 KN0425'AND STATION.  A 15 MINUTE HIKE.
 KN0425'
 KN0425'STATION MARK - USDA FOREST SERVICE TABLET STAMPED ---1 T 11 S
 KN0425'R 2 E 1925 TWIN KNOLLS--- CEMENTED IN ROCK.
 KN0425'
 KN0425'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---TWIN
 KN0425'KNOLLS NO.1 --- SET IN CONCRETE POST BURIED IN GROUND, 11.16 FT. FROM
 KN0425'STATION MARK, S 17 DEG 26 MIN W.
 KN0425'
 KN0425'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---TWIN
 KN0425'KNOLLS NO.2--- SET IN BURIED CONCRETE POST, 8.16 FT. FROM STATION
 KN0425'MARK, S 66 DEG 12 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0580 ***********************************************************************
 JO0580  DESIGNATION -  TWIN PEAK
 JO0580  PID         -  JO0580
 JO0580  STATE/COUNTY-  UT/BEAVER
 JO0580  COUNTRY     -  US
 JO0580  USGS QUAD   -  PINTO SPRING (2017)
 JO0580
 JO0580                         *CURRENT SURVEY CONTROL
 JO0580  ______________________________________________________________________
 JO0580* NAD 83(1994) POSITION- 38 10 18.59077(N) 113 51 08.95256(W)   ADJUSTED
 JO0580* NAVD 88 ORTHO HEIGHT -  2910.75  (+/-2cm)     9549.7   (feet) VERTCON3
 JO0580  ______________________________________________________________________
 JO0580  GEOID HEIGHT    -        -21.617 (meters)                     GEOID18
 JO0580  LAPLACE CORR    -          2.00  (seconds)                    DEFLEC18
 JO0580  HORZ ORDER      -  SECOND
 JO0580  VERT ORDER      -  THIRD ? (See Below)
 JO0580
 JO0580.The horizontal coordinates were established by classical geodetic methods
 JO0580.and adjusted by the National Geodetic Survey in November 1997.
 JO0580
 JO0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0580
 JO0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0580.GEOID18 height accuracy estimate available here.
 JO0580
 JO0580.The vertical order pertains to the NGVD 29 superseded value.
 JO0580
 JO0580.Click photographs - Photos may exist for this station.
 JO0580
 JO0580.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0580
 JO0580. The following values were computed from the NAD 83(1994) position.
 JO0580
 JO0580;                    North         East     Units Scale Factor Converg.
 JO0580;SPC UT S     - 3,169,644.088   293,885.417   MT  0.99997414   -1 26 28.8
 JO0580;SPC UT S     -10,399,073.98    964,189.07   sFT  0.99997414   -1 26 28.8
 JO0580;UTM  12      - 4,228,726.272   250,120.161   MT  1.00036907   -1 45 49.7
 JO0580
 JO0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0580!SPC UT S     -   0.99954687  x   0.99997414  =   0.99952102
 JO0580!UTM  12      -   0.99954687  x   1.00036907  =   0.99991577
 JO0580
 JO0580:                Primary Azimuth Mark                     Grid Az
 JO0580:SPC UT S     -  WHITE ROCK                               292 47 31.1
 JO0580:UTM  12      -  WHITE ROCK                               293 06 52.0
 JO0580
 JO0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH5012028726(NAD 83)
 JO0580
 JO0580|---------------------------------------------------------------------|
 JO0580| PID    Reference Object                     Distance      Geod. Az  |
 JO0580|                                                           dddmmss.s |
 JO0580| CM6650 TWIN PEAK RM 2                        6.843 METERS 08255     |
 JO0580| JP0344 WHITE ROCK                          APPROX.23.5 KM 2912102.3 |
 JO0580| CM6649 TWIN PEAK RM 1                        8.993 METERS 33430     |
 JO0580|---------------------------------------------------------------------|
 JO0580
 JO0580                          SUPERSEDED SURVEY CONTROL
 JO0580
 JO0580  NAD 83(1986)-  38 10 18.58387(N)    113 51 08.95266(W) AD(       ) 2
 JO0580  NAD 27      -  38 10 18.71849(N)    113 51 06.05173(W) AD(       ) 2
 JO0580  NGVD 29            2909.35   (m)         9545.1    (f) LEVELING    3  
 JO0580
 JO0580.Superseded values are not recommended for survey control.
 JO0580
 JO0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0580.See file dsdata.pdf to determine how the superseded data were derived.
 JO0580
 JO0580_MARKER: DD = SURVEY DISK
 JO0580_SETTING: 80 = SET IN A BOULDER
 JO0580_STAMPING: TWIN PEAK 1971
 JO0580_MARK LOGO: USGS
 JO0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0580+STABILITY: SURFACE MOTION
 JO0580
 JO0580  HISTORY     - Date     Condition        Report By
 JO0580  HISTORY     - 1971     MONUMENTED       USGS
 JO0580
 JO0580                          STATION DESCRIPTION
 JO0580
 JO0580'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JO0580'RM 1 - RM 2 NOT MEASURED.
 JO0580'
 JO0580'LOCATED ABOUT 23.0 MI W. AND 12.0 MI N. OF LUND, UTAH.  ABOUT 3.5
 JO0580'MI NW. OF NEW ARROWHEAD MINE.  ON THE SOUTHERN TOP OF THREE.
 JO0580'
 JO0580'TO REACH FROM MODENA GO N. INTO HAMBLIN VALLEY FOR 19.6 MI TO A
 JO0580'Y-RD..  TURN RIGHT NE. FOR ABOUT 8 MI TO AN OLD MINING
 JO0580'AREA.  CONTINUE N. FOR ABOUT 1.0 MI.  WITH A 4-WHEEL DRIVE TAKE AN
 JO0580'OLD JEEP TRAIL E. UPHILL TO THE SADDLE WHICH CAN BE REACHED IN DRY
 JO0580'WEATHER AND END OF TRUCK TRAVEL.  PACK S. UPHILL TO STATION.  A
 JO0580'20-MINUTE PACK.
 JO0580'
 JO0580'STATION MARK--A STANDARD USGS STATION MARK STAMPED TWIN PEAK 1971
 JO0580'SET IN SOLID ROCK ABOUT 0.5 FT BELOW THE SURFACE.
 JO0580'
 JO0580'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 JO0580'TWIN PEAK 1 1971 SET IN SOLID ROCK OUTCROP.
 JO0580'
 JO0580'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED
 JO0580'TWIN PEAK 2 1971 SET IN SOLID ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0365 ***********************************************************************
 KM0365  DESIGNATION -  TWO WATER
 KM0365  PID         -  KM0365
 KM0365  STATE/COUNTY-  UT/UINTAH
 KM0365  COUNTRY     -  US
 KM0365  USGS QUAD   -  BIG PACK MOUNTAIN NE (2017)
 KM0365
 KM0365                         *CURRENT SURVEY CONTROL
 KM0365  ______________________________________________________________________
 KM0365* NAD 83(1994) POSITION- 39 59 01.37232(N) 109 30 21.28421(W)   ADJUSTED
 KM0365* NAVD 88 ORTHO HEIGHT -  1597.    (meters)     5239.    (feet) VERTCON3
 KM0365  ______________________________________________________________________
 KM0365  GEOID HEIGHT    -        -17.771 (meters)                     GEOID18
 KM0365  LAPLACE CORR    -          1.99  (seconds)                    DEFLEC18
 KM0365  HORZ ORDER      -  FIRST
 KM0365
 KM0365.The horizontal coordinates were established by classical geodetic methods
 KM0365.and adjusted by the National Geodetic Survey in November 1997.
 KM0365
 KM0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0365
 KM0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0365.GEOID18 height accuracy estimate available here.
 KM0365
 KM0365.Click photographs - Photos may exist for this station.
 KM0365
 KM0365.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0365
 KM0365. The following values were computed from the NAD 83(1994) position.
 KM0365
 KM0365;                    North         East     Units Scale Factor Converg.
 KM0365;SPC UT C     - 2,185,121.626   670,292.518   MT  0.99990218   +1 16 38.5
 KM0365;SPC UT C     - 7,169,019.87  2,199,118.04   sFT  0.99990218   +1 16 38.5
 KM0365;UTM  12      - 4,427,018.597   627,567.722   MT  0.99980034   +0 57 36.7
 KM0365
 KM0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0365!SPC UT C     -   0.99975230  x   0.99990218  =   0.99965450
 KM0365!UTM  12      -   0.99975230  x   0.99980034  =   0.99955268
 KM0365
 KM0365:                Primary Azimuth Mark                     Grid Az
 KM0365:SPC UT C     -  TWO WATER AZ MK                          250 20 03.7
 KM0365:UTM  12      -  TWO WATER AZ MK                          250 39 05.5
 KM0365
 KM0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK2756727018(NAD 83)
 KM0365
 KM0365|---------------------------------------------------------------------|
 KM0365| PID    Reference Object                     Distance      Geod. Az  |
 KM0365|                                                           dddmmss.s |
 KM0365| CM7249 TWO WATER RM 2                       12.895 METERS 01330     |
 KM0365| CM7247 TWO WATER AZ MK                                    2513642.2 |
 KM0365| CM7248 TWO WATER RM 1                       13.205 METERS 27001     |
 KM0365|---------------------------------------------------------------------|
 KM0365
 KM0365                          SUPERSEDED SURVEY CONTROL
 KM0365
 KM0365  NAD 83(1993)-  39 59 01.36664(N)    109 30 21.27321(W) AD(       ) 1
 KM0365  NAD 83(1992)-  39 59 01.34954(N)    109 30 21.27397(W) AD(       ) 1
 KM0365  NAD 83(1986)-  39 59 01.34948(N)    109 30 21.27386(W) AD(       ) 1
 KM0365  NAD 27      -  39 59 01.47500(N)    109 30 18.80200(W) AD(       ) 1
 KM0365  NGVD 29 (07/19/86) 1596.     (m)         5236.     (f) VERT ANG       
 KM0365
 KM0365.Superseded values are not recommended for survey control.
 KM0365
 KM0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0365.See file dsdata.pdf to determine how the superseded data were derived.
 KM0365
 KM0365_MARKER: DS = TRIANGULATION STATION DISK
 KM0365_SETTING: 80 = SET IN A BOULDER
 KM0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0365+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2008
 KM0365
 KM0365  HISTORY     - Date     Condition        Report By
 KM0365  HISTORY     - 1936     MONUMENTED       CGS
 KM0365  HISTORY     - 1937     GOOD             CGS
 KM0365  HISTORY     - 1966     GOOD             USGS
 KM0365  HISTORY     - 20080611 GOOD             INDIV
 KM0365
 KM0365                          STATION DESCRIPTION
 KM0365
 KM0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 KM0365'ABOUT 9 MILES E AND 7 MILES S OF OURAY, 6 MILES W AND 1-1/2
 KM0365'MILES N OF MOUTH OF TWO WATER CREEK, 5-1/2 MILES S OF WHITE
 KM0365'RIVER, ON TOP OF SMALL HILL WHICH IS TOP OF MESA IN BADLANDS
 KM0365'SE OF GREEN RIVER, AND IN SEC. 1, T 10 S, R 21 E.  HILL HAS TWO
 KM0365'LARGE OUTCROPPING ROCKS ON IT, ONE PROJECTS ABOUT 6 FEET, THE
 KM0365'OTHER (STATION SITE) ABOUT 15 FEET ABOVE GROUND.  TO REACH FROM
 KM0365'OURAY, GO S ACROSS GREEN RIVER AND FOLLOW MAIN-TRAVELED
 KM0365'ROAD S ACROSS RIVER FLATS 1.6 MILES TO CABLE SUSPENSION
 KM0365'BRIDGE OVER WHITE RIVER.  CROSS BRIDGE AND GO 0.05 MILE TO
 KM0365'FORK.  TAKE RIGHT FORK SE ACROSS FLATS FOR 0.5 MILE.
 KM0365'TAKE RIGHT FORK ON MAIN-TRAVELED UNIMPROVED ROAD S OVER
 KM0365'BADLANDS 0.85 MILE.  TAKE LEFT FORK ON MAIN-TRAVELED
 KM0365'UNIMPROVED ROAD S 1.5 MILES TO DIM FORK.  THEN STRAIGHT
 KM0365'AHEAD ON MAIN-TRAVELED ROAD (LEFT FORK S) 0.55 MILE TO FORK
 KM0365'AND SMALL PILE OF ROCKS.  LEAVE MAIN-TRAVELED ROAD, TAKE LEFT
 KM0365'FORK AND FOLLOW UNIMPROVED ROAD SOUTHERLY 3.3 MILES TO ROAD
 KM0365'COMING IN ON LEFT (ROCK CAIRN IS ON SMALL HILL JUST TO E AT
 KM0365'THIS POINT).  CONTINUE ON MAIN-TRAVELED ROAD
 KM0365'SOUTHEASTERLY 0.35 MILE TO DIM FORK.  TAKE LEFT FORK ON
 KM0365'MAIN-TRAVELED ROAD SE 1.95 MILES TO FORK REACHED JUST AFTER PASSING
 KM0365'SMALL HILL ON LEFT.  TAKE LEFT FORK (RIGHT FORK GOES DOWN
 KM0365'INTO WILLOW CREEK) ON MAIN-TRAVELED ROAD SE 1.4 MILES TO ROCK
 KM0365'HILL ABOUT 100 YARDS TO RIGHT AND OLD SHEEP BEDDING GROUND
 KM0365'ON LEFT (WOOD TRIPOD MADE OF 4-FOOT POLES IS ABOUT 30 YARDS TO
 KM0365'LEFT OF ROAD).  LEAVE MAIN-TRAVELED ROAD TURN LEFT AND GO E
 KM0365'PAST POLE TRIPOD AND FOLLOW DIM ROAD E 0.3 MILE TO ROCKY
 KM0365'CONE-SHAPED HILL WITH ROCK CAIRN TO LEFT OF ROAD.  CONTINUE E
 KM0365'ON MAIN-TRAVELED ROAD 0.3 MILE.  TAKE RIGHT FORK (E) 1.5
 KM0365'MILES TO LARGE WASH.  CROSS WASH AND CONTINUE ON ROAD UP
 KM0365'STEEP HILL AND ALONG TOP OF MESA 2.0 MILES TO DIM FORK.
 KM0365'TAKE LEFT FORK ON MAIN-TRAVELED ROAD E 1.25 MILES TO OLD
 KM0365'WELL-TRAVELED T-ROAD RUNNING N AND S.  MAKE SHARP TURN TO
 KM0365'LEFT AND FOLLOW ROAD DOWN VALLEY 3.65 MILES TO TRIANGLE
 KM0365'TRENCH AND MOUND WITH SEVERAL ROCKS ON IT ABOUT 12 FEET TO RIGHT
 KM0365'OF ROAD.  FROM HERE STATION SITE CAN BE SEEN TO E, BEARING 87
 KM0365'DEG MAGNETIC.  LEAVE MAIN-TRAVELED ROAD HERE, TURN RIGHT
 KM0365'AND HEAD SSE ACROSS COUNTRY, ON BEARING 143 DEG MAGNETIC,
 KM0365'0.3 MILE TO BASE OF MESA.  GO UP MESA AND CONTINUE E 0.55
 KM0365'MILE TO END OF TRUCK TRAVEL.  FROM HERE PACK ABOUT 100
 KM0365'YARDS NE TO HIGHEST POINT AND STATION SITE.  MARKED BY
 KM0365'STANDARD STATION DISK IN BOULDER.  REFERENCE MARKS ARE
 KM0365'STANDARD REFERENCE DISKS IN OUTCROPPING BEDROCK.  NO. 1 IS ABOUT
 KM0365'15 FEET BELOW STATION MARK, AND 13.205 METERS (43.32 FEET)
 KM0365'(SLOPE DISTANCE) W OF STATION N 89 DEG 59 MIN W.  NO. 2
 KM0365'IS ABOUT 15 FEET BELOW STATION MARK AND 12.896 METERS (42.31 FEET)
 KM0365'(SLOPE DISTANCE) NNE OF STATION N 13 DEG 31 MIN E.
 KM0365'AZIMUTH MARK IS STANDARD DISK IN LARGE SANDSTONE OUTCROP ABOUT
 KM0365'100 FEET IN DIAMETER, 0.5 MILE SW OF STATION S 71 DEG 37 MIN W.
 KM0365
 KM0365                          STATION RECOVERY (1937)
 KM0365
 KM0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KM0365'THIS STATION RECOVERED AS DESCRIBED.
 KM0365'
 KM0365'THE AZIMUTH MARK IS SW OF STATION 0.3 MILE IN LARGE SANDSTONE
 KM0365'OUTCROP, WHICH IS ABOUT 100 FEET IN DIAMETER.
 KM0365'
 KM0365'NO LIGHTS WERE SHOWN FROM HERE AND STATION WAS NOT OBSERVED BUT
 KM0365'A FLAG WAS ERECTED OVER STATION.
 KM0365
 KM0365                          STATION RECOVERY (1966)
 KM0365
 KM0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (PHJ)
 KM0365'REVISED TO REACH DESCRIPTION--
 KM0365'
 KM0365'TO REACH FROM OURAY DRIVE SOUTH 0.1 MI.  CROSS BRIDGE OVER
 KM0365'GREEN RIVER AND CONTINUE SOUTH ON MAIN TRAVELED RD. FOR 1.7
 KM0365'MI. TO BRIDGE CROSSING WHITE RIVER.  CONTINUE SOUTH FOR 1.7 MI.
 KM0365'TO A Y-FORK.  CONTINUE STRAIGHT AHEAD FOR 6.3 MI. TO A PROMINENT
 KM0365'Y-FORK.  TAKE LEFT FORK AND GO 2.4 MI. TO ANOTHER Y-FORK.  TURN
 KM0365'LEFT (EAST) AND TRAVEL 4.2 MI. TO A T-ROAD.  CONTINUE STRAIGHT
 KM0365'AHEAD FOR 1.2 MI. TO ANOTHER T-ROAD.  TURN LEFT (NORTH) AND GO
 KM0365'2.3 MI. TO A Y-FORK.  CONTINUE STRAIGHT AHEAD FOR 0.6 MI. TO A
 KM0365'REVERSE Y-FORK.  TURN SHARP RIGHT AND DRIVE 1.3 MI. TO A
 KM0365'T-ROAD.  TURN LEFT AND GO 0.8 MI. TO END OF TRUCK TRAVEL AT
 KM0365'SUMMIT.  PACK ABOUT 100 YARDS NE TO HIGHEST POINT AND STATION SITE.
 KM0365
 KM0365                          STATION RECOVERY (2008)
 KM0365
 KM0365'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (TCG)
 KM0365'MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  DID NOT LOOK FOR
 KM0365'REFERENCE MARKS.  DESCRIPTION AND DIRECTIONS TO MARK ARE ADEQUATE ON
 KM0365'CURRENT NGS DATA SHEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0351 ***********************************************************************
 MS0351  DESIGNATION -  U 10
 MS0351  PID         -  MS0351
 MS0351  STATE/COUNTY-  UT/BOX ELDER
 MS0351  COUNTRY     -  US
 MS0351  USGS QUAD   -  LUCIN NE (2017)
 MS0351
 MS0351                         *CURRENT SURVEY CONTROL
 MS0351  ______________________________________________________________________
 MS0351* NAD 83(1986) POSITION- 41 24 21.     (N) 113 46 02.     (W)   SCALED
 MS0351* NAVD 88 ORTHO HEIGHT -  1341.017 (meters)     4399.65  (feet) ADJUSTED
 MS0351  ______________________________________________________________________
 MS0351  GEOID HEIGHT    -        -16.678 (meters)                     GEOID18
 MS0351  DYNAMIC HEIGHT  -       1340.065 (meters)     4396.53  (feet) COMP
 MS0351  MODELED GRAVITY -    979,867.1   (mgal)                       NAVD 88
 MS0351
 MS0351  VERT ORDER      -  FIRST     CLASS II
 MS0351
 MS0351.The horizontal coordinates were scaled from a map and have
 MS0351.an estimated accuracy of +/- 6 seconds.
 MS0351
 MS0351.The orthometric height was determined by differential leveling and
 MS0351.adjusted by the NATIONAL GEODETIC SURVEY
 MS0351.in June 1991.
 MS0351
 MS0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0351.GEOID18 height accuracy estimate available here.
 MS0351
 MS0351.Click photographs - Photos may exist for this station.
 MS0351
 MS0351.The dynamic height is computed by dividing the NAVD 88
 MS0351.geopotential number by the normal gravity value computed on the
 MS0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0351.degrees latitude (g = 980.6199 gals.).
 MS0351
 MS0351.The modeled gravity was interpolated from observed gravity values.
 MS0351
 MS0351;                    North         East    Units  Estimated Accuracy
 MS0351;SPC UT N     - 1,121,580.      310,450.      MT  (+/- 180 meters Scaled)
 MS0351
 MS0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL686875(NAD 83)
 MS0351
 MS0351                          SUPERSEDED SURVEY CONTROL
 MS0351
 MS0351  NGVD 29 (??/??/92) 1339.988  (m)         4396.28   (f) ADJ UNCH    1 2
 MS0351
 MS0351.Superseded values are not recommended for survey control.
 MS0351
 MS0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0351.See file dsdata.pdf to determine how the superseded data were derived.
 MS0351
 MS0351_MARKER: P = PIPE CAP
 MS0351_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MS0351_STAMPING: U 10 ELEV. 4396.277 FT.
 MS0351_MARK LOGO: CGS
 MS0351_MAGNETIC: P = MARKER IS A STEEL PIPE
 MS0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0351
 MS0351  HISTORY     - Date     Condition        Report By
 MS0351  HISTORY     - 1911     MONUMENTED       CGS
 MS0351  HISTORY     - 1953     GOOD             CGS
 MS0351
 MS0351                          STATION DESCRIPTION
 MS0351
 MS0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0351'8.3 MI NE FROM LUCIN.
 MS0351'8.3 MILES NORTHEAST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0351'PACIFIC COMPANY RAILROAD BED FROM THE POST OFFICE AT LUCIN, 0.45 MILE
 MS0351'(17-1/2 POLES) NORTHEAST OF MILEPOLE 687, ON THE WEST SLOPE OF A SMALL
 MS0351'KNOLL, 101 FEET EAST OF AND ACROSS THE ROAD FROM TELEPHONE POLE 20B,
 MS0351'79.5 FEET EAST OF THE EAST CORNER OF A 2-BY 2-FOOT WOODEN BOX CULVERT,
 MS0351'46 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.4 FEET
 MS0351'NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND
 MS0351'SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.7 FOOT ABOVE THE
 MS0351'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0131 ***********************************************************************
 LO0131  DESIGNATION -  U 100
 LO0131  PID         -  LO0131
 LO0131  STATE/COUNTY-  UT/DUCHESNE
 LO0131  COUNTRY     -  US
 LO0131  USGS QUAD   -  WOLF CREEK (2017)
 LO0131
 LO0131                         *CURRENT SURVEY CONTROL
 LO0131  ______________________________________________________________________
 LO0131* NAD 83(1986) POSITION- 40 27 09.     (N) 110 52 43.     (W)   SCALED
 LO0131* NAVD 88 ORTHO HEIGHT -  2200.138 (meters)     7218.29  (feet) ADJUSTED
 LO0131  ______________________________________________________________________
 LO0131  GEOID HEIGHT    -        -14.398 (meters)                     GEOID18
 LO0131  DYNAMIC HEIGHT  -       2197.921 (meters)     7211.01  (feet) COMP
 LO0131  MODELED GRAVITY -    979,538.5   (mgal)                       NAVD 88
 LO0131
 LO0131  VERT ORDER      -  SECOND    CLASS 0
 LO0131
 LO0131.The horizontal coordinates were scaled from a map and have
 LO0131.an estimated accuracy of +/- 6 seconds.
 LO0131
 LO0131.The orthometric height was determined by differential leveling and
 LO0131.adjusted by the NATIONAL GEODETIC SURVEY
 LO0131.in June 1991.
 LO0131
 LO0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0131.GEOID18 height accuracy estimate available here.
 LO0131
 LO0131.Click photographs - Photos may exist for this station.
 LO0131
 LO0131.The dynamic height is computed by dividing the NAVD 88
 LO0131.geopotential number by the normal gravity value computed on the
 LO0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0131.degrees latitude (g = 980.6199 gals.).
 LO0131
 LO0131.The modeled gravity was interpolated from observed gravity values.
 LO0131
 LO0131;                    North         East    Units  Estimated Accuracy
 LO0131;SPC UT C     - 2,235,460.      552,710.      MT  (+/- 180 meters Scaled)
 LO0131
 LO0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK102779(NAD 83)
 LO0131
 LO0131                          SUPERSEDED SURVEY CONTROL
 LO0131
 LO0131  NGVD 29 (??/??/92) 2198.757  (m)         7213.76   (f) ADJ UNCH    2 0
 LO0131
 LO0131.Superseded values are not recommended for survey control.
 LO0131
 LO0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0131.See file dsdata.pdf to determine how the superseded data were derived.
 LO0131
 LO0131_MARKER: DB = BENCH MARK DISK
 LO0131_SETTING: 80 = SET IN A BOULDER
 LO0131_STAMPING: U 100 1962
 LO0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0131+STABILITY: SURFACE MOTION
 LO0131
 LO0131  HISTORY     - Date     Condition        Report By
 LO0131  HISTORY     - 1962     MONUMENTED       CGS
 LO0131
 LO0131                          STATION DESCRIPTION
 LO0131
 LO0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0131'14.2 MI NW FROM TABIONA.
 LO0131'14.2 MILES NORTHWEST ALONG STATE HIGHWY 35 FROM THE POST OFFICE AT
 LO0131'TABIONA, 0.2 MILE EAST OF A HOUSE, IN THE TOP OF A 1- BY 1- FOOT
 LO0131'BOULDER WHICH IS FLUSH WITH THE GROUND, 33 FEET NORTH OF THE CENTER
 LO0131'LINE OF THE HIGHWAY, 255 FEET WEST OF THE CENTER OF THE NORTH END OF
 LO0131'AN 18-INCH PIPE CULVERT, 1.9 FEET SOUTHEAST OF A WITNESS POST, AND
 LO0131'ABOUT 6 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0115 ***********************************************************************
 LO0115  DESIGNATION -  U 101
 LO0115  PID         -  LO0115
 LO0115  STATE/COUNTY-  UT/DUCHESNE
 LO0115  COUNTRY     -  US
 LO0115  USGS QUAD   -  TABIONA (2017)
 LO0115
 LO0115                         *CURRENT SURVEY CONTROL
 LO0115  ______________________________________________________________________
 LO0115* NAD 83(1986) POSITION- 40 21 38.     (N) 110 42 49.     (W)   SCALED
 LO0115* NAVD 88 ORTHO HEIGHT -  1997.185 (meters)     6552.43  (feet) ADJUSTED
 LO0115  ______________________________________________________________________
 LO0115  GEOID HEIGHT    -        -15.442 (meters)                     GEOID18
 LO0115  DYNAMIC HEIGHT  -       1995.173 (meters)     6545.83  (feet) COMP
 LO0115  MODELED GRAVITY -    979,547.4   (mgal)                       NAVD 88
 LO0115
 LO0115  VERT ORDER      -  SECOND    CLASS 0
 LO0115
 LO0115.The horizontal coordinates were scaled from a map and have
 LO0115.an estimated accuracy of +/- 6 seconds.
 LO0115
 LO0115.The orthometric height was determined by differential leveling and
 LO0115.adjusted by the NATIONAL GEODETIC SURVEY
 LO0115.in June 1991.
 LO0115
 LO0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0115.GEOID18 height accuracy estimate available here.
 LO0115
 LO0115.Click photographs - Photos may exist for this station.
 LO0115
 LO0115.The dynamic height is computed by dividing the NAVD 88
 LO0115.geopotential number by the normal gravity value computed on the
 LO0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0115.degrees latitude (g = 980.6199 gals.).
 LO0115
 LO0115.The modeled gravity was interpolated from observed gravity values.
 LO0115
 LO0115;                    North         East    Units  Estimated Accuracy
 LO0115;SPC UT C     - 2,225,360.      566,790.      MT  (+/- 180 meters Scaled)
 LO0115
 LO0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK243678(NAD 83)
 LO0115
 LO0115                          SUPERSEDED SURVEY CONTROL
 LO0115
 LO0115  NGVD 29 (??/??/92) 1995.811  (m)         6547.92   (f) ADJ UNCH    2 0
 LO0115
 LO0115.Superseded values are not recommended for survey control.
 LO0115
 LO0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0115.See file dsdata.pdf to determine how the superseded data were derived.
 LO0115
 LO0115_MARKER: DB = BENCH MARK DISK
 LO0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0115_SP_SET: FLOOD GATE
 LO0115_STAMPING: U 101 1962
 LO0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0115
 LO0115  HISTORY     - Date     Condition        Report By
 LO0115  HISTORY     - 1962     MONUMENTED       CGS
 LO0115
 LO0115                          STATION DESCRIPTION
 LO0115
 LO0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0115'0.4 MI N FROM TABIONA.
 LO0115'0.4 MILE NORTH ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT TABIONA,
 LO0115'IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE IRRIGATION FLOOD
 LO0115'GATE, 26 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 10.5 FEET
 LO0115'SOUTHEAST OF A T JUNCTION POWER POLE, ABOUT LEVEL WITH THE HIGHWAY,
 LO0115'AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0244 ***********************************************************************
 LN0244  DESIGNATION -  U 102
 LN0244  PID         -  LN0244
 LN0244  STATE/COUNTY-  UT/DAGGETT
 LN0244  COUNTRY     -  US
 LN0244  USGS QUAD   -  GOSLIN MOUNTAIN (2017)
 LN0244
 LN0244                         *CURRENT SURVEY CONTROL
 LN0244  ______________________________________________________________________
 LN0244* NAD 83(1986) POSITION- 40 58 53.     (N) 109 15 18.     (W)   SCALED
 LN0244* NAVD 88 ORTHO HEIGHT -  1949.359 (meters)     6395.52  (feet) ADJUSTED
 LN0244  ______________________________________________________________________
 LN0244  GEOID HEIGHT    -        -14.122 (meters)                     GEOID18
 LN0244  DYNAMIC HEIGHT  -       1947.628 (meters)     6389.84  (feet) COMP
 LN0244  MODELED GRAVITY -    979,666.2   (mgal)                       NAVD 88
 LN0244
 LN0244  VERT ORDER      -  SECOND    CLASS 0
 LN0244
 LN0244.The horizontal coordinates were scaled from a map and have
 LN0244.an estimated accuracy of +/- 6 seconds.
 LN0244
 LN0244.The orthometric height was determined by differential leveling and
 LN0244.adjusted by the NATIONAL GEODETIC SURVEY
 LN0244.in June 1991.
 LN0244
 LN0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0244.GEOID18 height accuracy estimate available here.
 LN0244
 LN0244.Click photographs - Photos may exist for this station.
 LN0244
 LN0244.The dynamic height is computed by dividing the NAVD 88
 LN0244.geopotential number by the normal gravity value computed on the
 LN0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0244.degrees latitude (g = 980.6199 gals.).
 LN0244
 LN0244.The modeled gravity was interpolated from observed gravity values.
 LN0244
 LN0244;                    North         East    Units  Estimated Accuracy
 LN0244;SPC UT N     - 1,074,410.      688,910.      MT  (+/- 180 meters Scaled)
 LN0244
 LN0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL468381(NAD 83)
 LN0244
 LN0244                          SUPERSEDED SURVEY CONTROL
 LN0244
 LN0244  NGVD 29 (??/??/92) 1948.102  (m)         6391.40   (f) ADJ UNCH    2 0
 LN0244
 LN0244.Superseded values are not recommended for survey control.
 LN0244
 LN0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0244.See file dsdata.pdf to determine how the superseded data were derived.
 LN0244
 LN0244_MARKER: DB = BENCH MARK DISK
 LN0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0244_STAMPING: U 102 1962
 LN0244_MARK LOGO: CGS
 LN0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0244+STABILITY: SURFACE MOTION
 LN0244
 LN0244  HISTORY     - Date     Condition        Report By
 LN0244  HISTORY     - 1962     MONUMENTED       CGS
 LN0244
 LN0244                          STATION DESCRIPTION
 LN0244
 LN0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0244'24.0 MI E FROM LINWOOD.
 LN0244'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0244'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 19.0 MILES
 LN0244'EAST ALONG CLAY BASIN ROAD, AT THE BOTTOM OF A SHORT STEEP GRADE, 46
 LN0244'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 163 FEET EAST OF THE CENTER
 LN0244'OF THE SOUTH END OF A 48-INCH PIPE CULVERT, 2.6 FEET WEST OF A WITNESS
 LN0244'POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 LN0244'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0051 ***********************************************************************
 LO0051  DESIGNATION -  U 103
 LO0051  PID         -  LO0051
 LO0051  STATE/COUNTY-  UT/DUCHESNE
 LO0051  COUNTRY     -  US
 LO0051  USGS QUAD   -  DUCHESNE (2017)
 LO0051
 LO0051                         *CURRENT SURVEY CONTROL
 LO0051  ______________________________________________________________________
 LO0051* NAD 83(1986) POSITION- 40 14 02.80   (N) 110 23 19.43   (W)   HD_HELD1
 LO0051* NAVD 88 ORTHO HEIGHT -  1812.240 (meters)     5945.66  (feet) ADJUSTED
 LO0051  ______________________________________________________________________
 LO0051  GEOID HEIGHT    -        -16.992 (meters)                     GEOID18
 LO0051  DYNAMIC HEIGHT  -       1810.466 (meters)     5939.84  (feet) COMP
 LO0051  MODELED GRAVITY -    979,583.1   (mgal)                       NAVD 88
 LO0051
 LO0051  VERT ORDER      -  SECOND    CLASS 0
 LO0051
 LO0051.The horizontal coordinates were determined by differentially corrected
 LO0051.hand held GPS observations or other comparable positioning techniques
 LO0051.and have an estimated accuracy of +/- 3 meters.
 LO0051
 LO0051.The orthometric height was determined by differential leveling and
 LO0051.adjusted by the NATIONAL GEODETIC SURVEY
 LO0051.in June 1991.
 LO0051
 LO0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0051.GEOID18 height accuracy estimate available here.
 LO0051
 LO0051.Click photographs - Photos may exist for this station.
 LO0051
 LO0051.The dynamic height is computed by dividing the NAVD 88
 LO0051.geopotential number by the normal gravity value computed on the
 LO0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0051.degrees latitude (g = 980.6199 gals.).
 LO0051
 LO0051.The modeled gravity was interpolated from observed gravity values.
 LO0051
 LO0051;                    North         East    Units  Estimated Accuracy
 LO0051;SPC UT C     - 2,211,611.4     594,561.0     MT  (+/- 3 meters HH1 GPS) 
 LO0051
 LO0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK5199953920(NAD 83)
 LO0051
 LO0051                          SUPERSEDED SURVEY CONTROL
 LO0051
 LO0051  NGVD 29 (??/??/92) 1810.926  (m)         5941.35   (f) ADJ UNCH    2 0
 LO0051
 LO0051.Superseded values are not recommended for survey control.
 LO0051
 LO0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0051.See file dsdata.pdf to determine how the superseded data were derived.
 LO0051
 LO0051_MARKER: DB = BENCH MARK DISK
 LO0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0051_STAMPING: U 103 1962
 LO0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0051+STABILITY: SURFACE MOTION
 LO0051
 LO0051  HISTORY     - Date     Condition        Report By
 LO0051  HISTORY     - 1962     MONUMENTED       CGS
 LO0051
 LO0051                          STATION DESCRIPTION
 LO0051
 LO0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0051'5.15 MI N FROM DUCHESNE.
 LO0051'5.15 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0051'HIGHWAY 40 AT DUCHESNE, 153 FEET EAST OF THE CENTER LINE OF THE
 LO0051'HIGHWAY, 184 FEET NORTHEAST OF THE EAST END OF AN 18-INCH PIPE
 LO0051'CULVERT, 18 FEET NORTH OF A POWER POLE, 2.0 FEET WEST OF A WITNESS
 LO0051'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 LO0051'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0146 ***********************************************************************
 LO0146  DESIGNATION -  U 104
 LO0146  PID         -  LO0146
 LO0146  STATE/COUNTY-  UT/DUCHESNE
 LO0146  COUNTRY     -  US
 LO0146  USGS QUAD   -  TABIONA (2017)
 LO0146
 LO0146                         *CURRENT SURVEY CONTROL
 LO0146  ______________________________________________________________________
 LO0146* NAD 83(1986) POSITION- 40 15 31.     (N) 110 42 35.     (W)   SCALED
 LO0146* NAVD 88 ORTHO HEIGHT -  2043.973 (meters)     6705.93  (feet) ADJUSTED
 LO0146  ______________________________________________________________________
 LO0146  GEOID HEIGHT    -        -16.105 (meters)                     GEOID18
 LO0146  DYNAMIC HEIGHT  -       2041.888 (meters)     6699.09  (feet) COMP
 LO0146  MODELED GRAVITY -    979,532.9   (mgal)                       NAVD 88
 LO0146
 LO0146  VERT ORDER      -  SECOND    CLASS 0
 LO0146
 LO0146.The horizontal coordinates were scaled from a map and have
 LO0146.an estimated accuracy of +/- 6 seconds.
 LO0146
 LO0146.The orthometric height was determined by differential leveling and
 LO0146.adjusted by the NATIONAL GEODETIC SURVEY
 LO0146.in June 1991.
 LO0146
 LO0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0146.GEOID18 height accuracy estimate available here.
 LO0146
 LO0146.Click photographs - Photos may exist for this station.
 LO0146
 LO0146.The dynamic height is computed by dividing the NAVD 88
 LO0146.geopotential number by the normal gravity value computed on the
 LO0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0146.degrees latitude (g = 980.6199 gals.).
 LO0146
 LO0146.The modeled gravity was interpolated from observed gravity values.
 LO0146
 LO0146;                    North         East    Units  Estimated Accuracy
 LO0146;SPC UT C     - 2,214,040.      567,220.      MT  (+/- 180 meters Scaled)
 LO0146
 LO0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK246565(NAD 83)
 LO0146
 LO0146                          SUPERSEDED SURVEY CONTROL
 LO0146
 LO0146  NGVD 29 (??/??/92) 2042.601  (m)         6701.43   (f) ADJ UNCH    2 0
 LO0146
 LO0146.Superseded values are not recommended for survey control.
 LO0146
 LO0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0146.See file dsdata.pdf to determine how the superseded data were derived.
 LO0146
 LO0146_MARKER: DB = BENCH MARK DISK
 LO0146_SETTING: 66 = SET IN ROCK OUTCROP
 LO0146_STAMPING: U 104 1962
 LO0146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0146+STABILITY: POSITION/ELEVATION WELL
 LO0146
 LO0146  HISTORY     - Date     Condition        Report By
 LO0146  HISTORY     - 1962     MONUMENTED       CGS
 LO0146
 LO0146                          STATION DESCRIPTION
 LO0146
 LO0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0146'9.45 MI S FROM TABIONA.
 LO0146'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0146'TABIONA, THENCE 6.55 MILES SOUTH ALONG STATE HIGHWAY 208, IN THE TOP
 LO0146'OF A SMALL SANDSTONE OUTCROP, 39 FEET WEST OF THE CENTER LINE OF THE
 LO0146'HIGHWAY, 6.2 FEET NORTH-NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT
 LO0146'LOWER THAN THE HIGHWAY, AND ABOUT 0.9 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0277 ***********************************************************************
 LO0277  DESIGNATION -  U 105
 LO0277  PID         -  LO0277
 LO0277  STATE/COUNTY-  UT/SUMMIT
 LO0277  COUNTRY     -  US
 LO0277  USGS QUAD   -  WOODLAND (2017)
 LO0277
 LO0277                         *CURRENT SURVEY CONTROL
 LO0277  ______________________________________________________________________
 LO0277* NAD 83(1986) POSITION- 40 33 17.     (N) 111 08 54.     (W)   SCALED
 LO0277* NAVD 88 ORTHO HEIGHT -  2164.259 (meters)     7100.57  (feet) ADJUSTED
 LO0277  ______________________________________________________________________
 LO0277  GEOID HEIGHT    -        -14.448 (meters)                     GEOID18
 LO0277  DYNAMIC HEIGHT  -       2162.103 (meters)     7093.50  (feet) COMP
 LO0277  MODELED GRAVITY -    979,551.3   (mgal)                       NAVD 88
 LO0277
 LO0277  VERT ORDER      -  SECOND    CLASS 0
 LO0277
 LO0277.The horizontal coordinates were scaled from a map and have
 LO0277.an estimated accuracy of +/- 6 seconds.
 LO0277
 LO0277.The orthometric height was determined by differential leveling and
 LO0277.adjusted by the NATIONAL GEODETIC SURVEY
 LO0277.in June 1991.
 LO0277
 LO0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0277.GEOID18 height accuracy estimate available here.
 LO0277
 LO0277.Click photographs - Photos may exist for this station.
 LO0277
 LO0277.The dynamic height is computed by dividing the NAVD 88
 LO0277.geopotential number by the normal gravity value computed on the
 LO0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0277.degrees latitude (g = 980.6199 gals.).
 LO0277
 LO0277.The modeled gravity was interpolated from observed gravity values.
 LO0277
 LO0277;                    North         East    Units  Estimated Accuracy
 LO0277;SPC UT N     - 1,024,650.      529,790.      MT  (+/- 180 meters Scaled)
 LO0277
 LO0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK874893(NAD 83)
 LO0277
 LO0277                          SUPERSEDED SURVEY CONTROL
 LO0277
 LO0277  NGVD 29 (??/??/92) 2162.888  (m)         7096.08   (f) ADJ UNCH    2 0
 LO0277
 LO0277.Superseded values are not recommended for survey control.
 LO0277
 LO0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0277.See file dsdata.pdf to determine how the superseded data were derived.
 LO0277
 LO0277_MARKER: DB = BENCH MARK DISK
 LO0277_SETTING: 80 = SET IN A BOULDER
 LO0277_STAMPING: U 105 1962
 LO0277_MARK LOGO: CGS
 LO0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0277+STABILITY: SURFACE MOTION
 LO0277
 LO0277  HISTORY     - Date     Condition        Report By
 LO0277  HISTORY     - 1962     MONUMENTED       CGS
 LO0277
 LO0277                          STATION DESCRIPTION
 LO0277
 LO0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0277'9.15 MI SE FROM FRANCIS.
 LO0277'9.15 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0277'HIGHWAY 189 AT FRANCIS, 0.05 MILE SOUTHWEST OF THE JUNCTION OF A
 LO0277'PRIVATE DRIVEWAY SOUTHEAST, IN THE TOP OF A 3- BY 3- FOOT BOULDER
 LO0277'WHICH PROJECTS ABOUT 0.6 FOOT ABOVE THE GROUND, 44 FEET NORTHWEST OF
 LO0277'THE CENTER LINE OF THE HIGHWAY, 3.6 FEET SOUTHEAST OF A FENCE, 4.8
 LO0277'FEET NORTH OF A WITNESS POST, ABOUT 6 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0243 ***********************************************************************
 LO0243  DESIGNATION -  U 106
 LO0243  PID         -  LO0243
 LO0243  STATE/COUNTY-  UT/SUMMIT
 LO0243  COUNTRY     -  US
 LO0243  USGS QUAD   -  WANSHIP (2017)
 LO0243
 LO0243                         *CURRENT SURVEY CONTROL
 LO0243  ______________________________________________________________________
 LO0243* NAD 83(1986) POSITION- 40 48 08.     (N) 111 26 28.     (W)   SCALED
 LO0243* NAVD 88 ORTHO HEIGHT -  1840.362 (meters)     6037.92  (feet) ADJUSTED
 LO0243  ______________________________________________________________________
 LO0243  GEOID HEIGHT    -        -15.756 (meters)                     GEOID18
 LO0243  DYNAMIC HEIGHT  -       1838.672 (meters)     6032.38  (feet) COMP
 LO0243  MODELED GRAVITY -    979,641.3   (mgal)                       NAVD 88
 LO0243
 LO0243  VERT ORDER      -  SECOND    CLASS 0
 LO0243
 LO0243.The horizontal coordinates were scaled from a map and have
 LO0243.an estimated accuracy of +/- 6 seconds.
 LO0243
 LO0243.The orthometric height was determined by differential leveling and
 LO0243.adjusted by the NATIONAL GEODETIC SURVEY
 LO0243.in June 1991.
 LO0243
 LO0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0243.GEOID18 height accuracy estimate available here.
 LO0243
 LO0243.Click photographs - Photos may exist for this station.
 LO0243
 LO0243.The dynamic height is computed by dividing the NAVD 88
 LO0243.geopotential number by the normal gravity value computed on the
 LO0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0243.degrees latitude (g = 980.6199 gals.).
 LO0243
 LO0243.The modeled gravity was interpolated from observed gravity values.
 LO0243
 LO0243;                    North         East    Units  Estimated Accuracy
 LO0243;SPC UT N     - 1,052,070.      504,970.      MT  (+/- 180 meters Scaled)
 LO0243
 LO0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL627168(NAD 83)
 LO0243
 LO0243                          SUPERSEDED SURVEY CONTROL
 LO0243
 LO0243  NGVD 29 (??/??/92) 1839.069  (m)         6033.68   (f) ADJ UNCH    2 0
 LO0243
 LO0243.Superseded values are not recommended for survey control.
 LO0243
 LO0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0243.See file dsdata.pdf to determine how the superseded data were derived.
 LO0243
 LO0243_MARKER: DB = BENCH MARK DISK
 LO0243_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0243_SP_SET: CULVERT HEADWALL
 LO0243_STAMPING: U 106 1962
 LO0243_MARK LOGO: CGS
 LO0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0243+STABILITY: SURFACE MOTION
 LO0243
 LO0243  HISTORY     - Date     Condition        Report By
 LO0243  HISTORY     - 1962     MONUMENTED       CGS
 LO0243
 LO0243                          STATION DESCRIPTION
 LO0243
 LO0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0243'1.9 MI SW FROM WANSHIP.
 LO0243'1.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE LATTER
 LO0243'DAY SAINTS CHURCH AT WANSHIP, AT RAILROAD MILEAGE 15.25, IN THE TOP
 LO0243'AND 0.5 FOOT NORTHWEST OF THE EAST CORNER OF A 3- BY 6- FOOT CONCRETE
 LO0243'BOX CULVERT, 26 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT LEVEL
 LO0243'WITH THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0233 ***********************************************************************
 LO0233  DESIGNATION -  U 107
 LO0233  PID         -  LO0233
 LO0233  STATE/COUNTY-  UT/WASATCH
 LO0233  COUNTRY     -  US
 LO0233  USGS QUAD   -  PARK CITY EAST (2017)
 LO0233
 LO0233                         *CURRENT SURVEY CONTROL
 LO0233  ______________________________________________________________________
 LO0233* NAD 83(1986) POSITION- 40 38 29.     (N) 111 24 44.     (W)   SCALED
 LO0233* NAVD 88 ORTHO HEIGHT -  1882.480 (meters)     6176.10  (feet) ADJUSTED
 LO0233  ______________________________________________________________________
 LO0233  GEOID HEIGHT    -        -15.510 (meters)                     GEOID18
 LO0233  DYNAMIC HEIGHT  -       1880.736 (meters)     6170.38  (feet) COMP
 LO0233  MODELED GRAVITY -    979,631.4   (mgal)                       NAVD 88
 LO0233
 LO0233  VERT ORDER      -  SECOND    CLASS 0
 LO0233
 LO0233.The horizontal coordinates were scaled from a map and have
 LO0233.an estimated accuracy of +/- 6 seconds.
 LO0233
 LO0233.The orthometric height was determined by differential leveling and
 LO0233.adjusted by the NATIONAL GEODETIC SURVEY
 LO0233.in June 1991.
 LO0233
 LO0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0233.GEOID18 height accuracy estimate available here.
 LO0233
 LO0233.Click photographs - Photos may exist for this station.
 LO0233
 LO0233.The dynamic height is computed by dividing the NAVD 88
 LO0233.geopotential number by the normal gravity value computed on the
 LO0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0233.degrees latitude (g = 980.6199 gals.).
 LO0233
 LO0233.The modeled gravity was interpolated from observed gravity values.
 LO0233
 LO0233;                    North         East    Units  Estimated Accuracy
 LO0233;SPC UT C     - 2,256,250.      507,430.      MT  (+/- 180 meters Scaled)
 LO0233
 LO0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK651990(NAD 83)
 LO0233
 LO0233                          SUPERSEDED SURVEY CONTROL
 LO0233
 LO0233  NGVD 29 (??/??/92) 1881.226  (m)         6171.99   (f) ADJ UNCH    2 0
 LO0233
 LO0233.Superseded values are not recommended for survey control.
 LO0233
 LO0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0233.See file dsdata.pdf to determine how the superseded data were derived.
 LO0233
 LO0233_MARKER: DB = BENCH MARK DISK
 LO0233_SETTING: 80 = SET IN A BOULDER
 LO0233_STAMPING: U 107 1962
 LO0233_MARK LOGO: CGS
 LO0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0233+STABILITY: SURFACE MOTION
 LO0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0233+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 LO0233
 LO0233  HISTORY     - Date     Condition        Report By
 LO0233  HISTORY     - 1962     MONUMENTED       CGS
 LO0233  HISTORY     - 20040419 GOOD             INDIV
 LO0233
 LO0233                          STATION DESCRIPTION
 LO0233
 LO0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0233'10.2 MI N FROM HEBER.
 LO0233'9.75 MILES NORTH ALONG U.S. HIGHWAY 189 FROM THE POST OFFICE AT HEBER,
 LO0233'THENCE 0.45 MILE NORTHEAST ALONG AN ASPHALT ROAD HIGHWAY 189), 0.45
 LO0233'MILE NORTHEAST OF A CAFE AND SERVICE STATION AT KEETLEY, IN THE TOP OF
 LO0233'A 2 1/2- BY 3-FOOT BOULDER, 70 FEET WEST OF THE CENTER LINE OF THE
 LO0233'ROAD, 14 FEET WEST OF A FENCE, 2.9 FEET WEST OF A WITNESS POST, ABOUT
 LO0233'3 FEET LOWER THAN THE HIGHWAY, AND 0.5 FOOT ABOVE THE GROUND.
 LO0233
 LO0233                          STATION RECOVERY (2004)
 LO0233
 LO0233'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RCW)
 LO0233'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0083 ***********************************************************************
 JN0083  DESIGNATION -  U 111
 JN0083  PID         -  JN0083
 JN0083  STATE/COUNTY-  UT/WAYNE
 JN0083  COUNTRY     -  US
 JN0083  USGS QUAD   -  SKYLINE RIM (2017)
 JN0083
 JN0083                         *CURRENT SURVEY CONTROL
 JN0083  ______________________________________________________________________
 JN0083* NAD 83(1986) POSITION- 38 27 46.     (N) 110 47 24.     (W)   SCALED
 JN0083* NAVD 88 ORTHO HEIGHT -  1339.911 (meters)     4396.02  (feet) ADJUSTED
 JN0083  ______________________________________________________________________
 JN0083  GEOID HEIGHT    -        -19.947 (meters)                     GEOID18
 JN0083  DYNAMIC HEIGHT  -       1338.555 (meters)     4391.58  (feet) COMP
 JN0083  MODELED GRAVITY -    979,570.7   (mgal)                       NAVD 88
 JN0083
 JN0083  VERT ORDER      -  FIRST     CLASS II
 JN0083
 JN0083.The horizontal coordinates were scaled from a map and have
 JN0083.an estimated accuracy of +/- 6 seconds.
 JN0083
 JN0083.The orthometric height was determined by differential leveling and
 JN0083.adjusted by the NATIONAL GEODETIC SURVEY
 JN0083.in June 1991.
 JN0083
 JN0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0083.GEOID18 height accuracy estimate available here.
 JN0083
 JN0083.Click photographs - Photos may exist for this station.
 JN0083
 JN0083.The dynamic height is computed by dividing the NAVD 88
 JN0083.geopotential number by the normal gravity value computed on the
 JN0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0083.degrees latitude (g = 980.6199 gals.).
 JN0083
 JN0083.The modeled gravity was interpolated from observed gravity values.
 JN0083
 JN0083;                    North         East    Units  Estimated Accuracy
 JN0083;SPC UT S     - 3,199,580.      561,970.      MT  (+/- 180 meters Scaled)
 JN0083
 JN0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH183571(NAD 83)
 JN0083
 JN0083                          SUPERSEDED SURVEY CONTROL
 JN0083
 JN0083  NGVD 29 (??/??/92) 1338.860  (m)         4392.58   (f) ADJ UNCH    1 2
 JN0083
 JN0083.Superseded values are not recommended for survey control.
 JN0083
 JN0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0083.See file dsdata.pdf to determine how the superseded data were derived.
 JN0083
 JN0083_MARKER: DB = BENCH MARK DISK
 JN0083_SETTING: 66 = SET IN ROCK OUTCROP
 JN0083_STAMPING: U 111 1958
 JN0083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0083+STABILITY: POSITION/ELEVATION WELL
 JN0083
 JN0083  HISTORY     - Date     Condition        Report By
 JN0083  HISTORY     - 1958     MONUMENTED       CGS
 JN0083
 JN0083                          STATION DESCRIPTION
 JN0083
 JN0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0083'16.5 MI NW FROM HANKSVILLE.
 JN0083'8.2 MILES WEST ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0083'HANKSVILLE, THENCE 8.3 MILES NORTH ALONG A DIRT ROAD, 0.2 MILE SOUTH
 JN0083'OF THE CROSSING OF MUDDY CREEK, AT A POINT WHERE THE ROAD LEAVES THE
 JN0083'CREEK BED, IN TOP OF THE EAST END OF A 20-FOOT LONG SANDSTONE OUTCROP
 JN0083'EMBEDDED IN THE NORTH SLOPE OF A SMALL HILL, 45 FEET SOUTHEAST OF THE
 JN0083'CENTER LINE OF THE ROAD, 12 FEET SOUTHWEST OF THE EDGE OF A STEEP
 JN0083'SLOPE LEADING DOWN TO THE CREEK, ABOUT 10 FEET LOWER THAN THE SUMMIT
 JN0083'OF THE HILL, AND 4 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0049 ***********************************************************************
 JN0049  DESIGNATION -  U 112 RESET
 JN0049  PID         -  JN0049
 JN0049  STATE/COUNTY-  UT/WAYNE
 JN0049  COUNTRY     -  US
 JN0049  USGS QUAD   -  BULL MOUNTAIN (2017)
 JN0049
 JN0049                         *CURRENT SURVEY CONTROL
 JN0049  ______________________________________________________________________
 JN0049* NAD 83(1986) POSITION- 38 14 10.     (N) 110 38 53.     (W)   SCALED
 JN0049* NAVD 88 ORTHO HEIGHT -  1466.43  (+/-2cm)     4811.1   (feet) VERTCON3
 JN0049  ______________________________________________________________________
 JN0049  GEOID HEIGHT    -        -20.343 (meters)                     GEOID18
 JN0049  VERT ORDER      -  THIRD (See Below)
 JN0049
 JN0049.The horizontal coordinates were scaled from a map and have
 JN0049.an estimated accuracy of +/- 6 seconds.
 JN0049
 JN0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0049
 JN0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0049.GEOID18 height accuracy estimate available here.
 JN0049
 JN0049.The vertical order pertains to the NGVD 29 superseded value.
 JN0049
 JN0049.Click photographs - Photos may exist for this station.
 JN0049
 JN0049;                    North         East    Units  Estimated Accuracy
 JN0049;SPC UT S     - 3,174,530.      574,590.      MT  (+/- 180 meters Scaled)
 JN0049
 JN0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH308320(NAD 83)
 JN0049
 JN0049                          SUPERSEDED SURVEY CONTROL
 JN0049
 JN0049  NGVD 29 (??/??/??) 1465.39   (m)         4807.7    (f) RESET       3  
 JN0049
 JN0049.Superseded values are not recommended for survey control.
 JN0049
 JN0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0049.See file dsdata.pdf to determine how the superseded data were derived.
 JN0049
 JN0049_MARKER: DB = BENCH MARK DISK
 JN0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JN0049_SP_SET: MARKER POST
 JN0049_STAMPING: U 112 RESET 1968
 JN0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0049
 JN0049  HISTORY     - Date     Condition        Report By
 JN0049  HISTORY     - 1968     MONUMENTED       CGS
 JN0049
 JN0049                          STATION DESCRIPTION
 JN0049
 JN0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 JN0049'11.3 MI SE FROM HANKSVILLE.
 JN0049'ABOUT 11.3 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE
 JN0049'SCHOOL AT HANKSVILLE, IN T 29 S, R 12 E, SECTION 31, AT THE T JUNCTION
 JN0049'OF A DIRT ROAD NORTHEAST, 200 FEET RIGHT OF U 95 HIGHWAY STATION
 JN0049'613+00, SET IN THE TOP OF A HIGHWAY RIGHT-OF-WAY MARKER POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0001 ***********************************************************************
 HN0001  DESIGNATION -  U 113
 HN0001  PID         -  HN0001
 HN0001  STATE/COUNTY-  UT/GARFIELD
 HN0001  COUNTRY     -  US
 HN0001  USGS QUAD   -  BLACK TABLE (2017)
 HN0001
 HN0001                         *CURRENT SURVEY CONTROL
 HN0001  ______________________________________________________________________
 HN0001* NAD 83(1986) POSITION- 37 59 57.     (N) 110 30 44.     (W)   SCALED
 HN0001* NAVD 88 ORTHO HEIGHT -  1318.850 (meters)     4326.93  (feet) ADJUSTED
 HN0001  ______________________________________________________________________
 HN0001  GEOID HEIGHT    -        -20.557 (meters)                     GEOID18
 HN0001  DYNAMIC HEIGHT  -       1317.495 (meters)     4322.48  (feet) COMP
 HN0001  MODELED GRAVITY -    979,556.4   (mgal)                       NAVD 88
 HN0001
 HN0001  VERT ORDER      -  FIRST     CLASS II
 HN0001
 HN0001.The horizontal coordinates were scaled from a map and have
 HN0001.an estimated accuracy of +/- 6 seconds.
 HN0001
 HN0001.The orthometric height was determined by differential leveling and
 HN0001.adjusted by the NATIONAL GEODETIC SURVEY
 HN0001.in June 1991.
 HN0001
 HN0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0001.GEOID18 height accuracy estimate available here.
 HN0001
 HN0001.Click photographs - Photos may exist for this station.
 HN0001
 HN0001.The dynamic height is computed by dividing the NAVD 88
 HN0001.geopotential number by the normal gravity value computed on the
 HN0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0001.degrees latitude (g = 980.6199 gals.).
 HN0001
 HN0001.The modeled gravity was interpolated from observed gravity values.
 HN0001
 HN0001;                    North         East    Units  Estimated Accuracy
 HN0001;SPC UT S     - 3,148,350.      586,760.      MT  (+/- 180 meters Scaled)
 HN0001
 HN0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH428058(NAD 83)
 HN0001
 HN0001                          SUPERSEDED SURVEY CONTROL
 HN0001
 HN0001  NGVD 29 (??/??/92) 1317.870  (m)         4323.71   (f) ADJ UNCH    1 2
 HN0001
 HN0001.Superseded values are not recommended for survey control.
 HN0001
 HN0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0001.See file dsdata.pdf to determine how the superseded data were derived.
 HN0001
 HN0001_MARKER: DB = BENCH MARK DISK
 HN0001_SETTING: 66 = SET IN ROCK OUTCROP
 HN0001_STAMPING: U 113 1958
 HN0001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0001+STABILITY: POSITION/ELEVATION WELL
 HN0001
 HN0001  HISTORY     - Date     Condition        Report By
 HN0001  HISTORY     - 1958     MONUMENTED       CGS
 HN0001
 HN0001                          STATION DESCRIPTION
 HN0001
 HN0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0001'33.8 MI SE FROM HANKSVILLE.
 HN0001'ABOUT 33.8 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE
 HN0001'SCHOOL AT HANKSVILLE, AT A POINT WHERE THE HIGHWAY PASSES UNDER AN
 HN0001'OVERHANGING CLIFF, 93 FEET SOUTHEAST OF THE CENTER OF A CROSSING OF
 HN0001'NORTH WASH, 23 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN
 HN0001'THE TOP OF THE BOTTOM LEDGE OF A MASSIVE SANDSTONE OUTCROP, 2.2 FEET
 HN0001'SOUTH OF A WITNESS POST AND ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0033 ***********************************************************************
 HN0033  DESIGNATION -  U 114
 HN0033  PID         -  HN0033
 HN0033  STATE/COUNTY-  UT/SAN JUAN
 HN0033  COUNTRY     -  US
 HN0033  USGS QUAD   -  COPPER POINT (2017)
 HN0033
 HN0033                         *CURRENT SURVEY CONTROL
 HN0033  ______________________________________________________________________
 HN0033* NAD 83(1986) POSITION- 37 48 02.     (N) 110 21 49.     (W)   SCALED
 HN0033* NAVD 88 ORTHO HEIGHT -  1176.652 (meters)     3860.40  (feet) ADJUSTED
 HN0033  ______________________________________________________________________
 HN0033  GEOID HEIGHT    -        -21.157 (meters)                     GEOID18
 HN0033  DYNAMIC HEIGHT  -       1175.416 (meters)     3856.34  (feet) COMP
 HN0033  MODELED GRAVITY -    979,540.0   (mgal)                       NAVD 88
 HN0033
 HN0033  VERT ORDER      -  FIRST     CLASS II
 HN0033
 HN0033.The horizontal coordinates were scaled from a map and have
 HN0033.an estimated accuracy of +/- 6 seconds.
 HN0033
 HN0033.The orthometric height was determined by differential leveling and
 HN0033.adjusted by the NATIONAL GEODETIC SURVEY
 HN0033.in June 1991.
 HN0033
 HN0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0033.GEOID18 height accuracy estimate available here.
 HN0033
 HN0033.Click photographs - Photos may exist for this station.
 HN0033
 HN0033.The dynamic height is computed by dividing the NAVD 88
 HN0033.geopotential number by the normal gravity value computed on the
 HN0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0033.degrees latitude (g = 980.6199 gals.).
 HN0033
 HN0033.The modeled gravity was interpolated from observed gravity values.
 HN0033
 HN0033;                    North         East    Units  Estimated Accuracy
 HN0033;SPC UT S     - 3,126,450.      600,070.      MT  (+/- 180 meters Scaled)
 HN0033
 HN0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG560838(NAD 83)
 HN0033
 HN0033                          SUPERSEDED SURVEY CONTROL
 HN0033
 HN0033  NGVD 29 (??/??/92) 1175.678  (m)         3857.20   (f) ADJ UNCH    1 2
 HN0033
 HN0033.Superseded values are not recommended for survey control.
 HN0033
 HN0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0033.See file dsdata.pdf to determine how the superseded data were derived.
 HN0033
 HN0033_MARKER: DB = BENCH MARK DISK
 HN0033_SETTING: 66 = SET IN ROCK OUTCROP
 HN0033_STAMPING: U 114 1958
 HN0033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0033+STABILITY: POSITION/ELEVATION WELL
 HN0033
 HN0033  HISTORY     - Date     Condition        Report By
 HN0033  HISTORY     - 1958     MONUMENTED       CGS
 HN0033  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0033  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0033
 HN0033                          STATION DESCRIPTION
 HN0033
 HN0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0033'19.1 MI NW FROM FRY CANYON.
 HN0033'ABOUT 19.1 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0033'AT FRY CANYON, ON THE OUTSIDE OF A SHARP CURVE, 60 FEET SOUTHEAST OF
 HN0033'THE CENTER LINE OF THE HIGHWAY, IN THE APPROXIMATE CENTER OF A 40-FOOT
 HN0033'WIDE FLAT ROUND SANDSTONE OUTCROP WHICH IS FLUSH WITH THE GROUND, 3
 HN0033'FEET NORTHWEST OF A CAIRN AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
 HN0033
 HN0033                          STATION RECOVERY (1982)
 HN0033
 HN0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0033'MARK NOT FOUND.
 HN0033
 HN0033                          STATION RECOVERY (1982)
 HN0033
 HN0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0033'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0058 ***********************************************************************
 HN0058  DESIGNATION -  U 115
 HN0058  PID         -  HN0058
 HN0058  STATE/COUNTY-  UT/SAN JUAN
 HN0058  COUNTRY     -  US
 HN0058  USGS QUAD   -  JACOBS CHAIR (2017)
 HN0058
 HN0058                         *CURRENT SURVEY CONTROL
 HN0058  ______________________________________________________________________
 HN0058* NAD 83(1986) POSITION- 37 39 07.     (N) 110 07 41.     (W)   SCALED
 HN0058* NAVD 88 ORTHO HEIGHT -  1693.951 (meters)     5557.57  (feet) ADJUSTED
 HN0058  ______________________________________________________________________
 HN0058  GEOID HEIGHT    -        -20.187 (meters)                     GEOID18
 HN0058  DYNAMIC HEIGHT  -       1692.046 (meters)     5551.32  (feet) COMP
 HN0058  MODELED GRAVITY -    979,445.8   (mgal)                       NAVD 88
 HN0058
 HN0058  VERT ORDER      -  FIRST     CLASS II
 HN0058
 HN0058.The horizontal coordinates were scaled from a map and have
 HN0058.an estimated accuracy of +/- 6 seconds.
 HN0058
 HN0058.The orthometric height was determined by differential leveling and
 HN0058.adjusted by the NATIONAL GEODETIC SURVEY
 HN0058.in June 1991.
 HN0058
 HN0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0058.GEOID18 height accuracy estimate available here.
 HN0058
 HN0058.Click photographs - Photos may exist for this station.
 HN0058
 HN0058.The dynamic height is computed by dividing the NAVD 88
 HN0058.geopotential number by the normal gravity value computed on the
 HN0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0058.degrees latitude (g = 980.6199 gals.).
 HN0058
 HN0058.The modeled gravity was interpolated from observed gravity values.
 HN0058
 HN0058;                    North         East    Units  Estimated Accuracy
 HN0058;SPC UT S     - 3,110,240.      621,060.      MT  (+/- 180 meters Scaled)
 HN0058
 HN0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG769675(NAD 83)
 HN0058
 HN0058                          SUPERSEDED SURVEY CONTROL
 HN0058
 HN0058  NGVD 29 (??/??/92) 1692.927  (m)         5554.21   (f) ADJ UNCH    1 2
 HN0058
 HN0058.Superseded values are not recommended for survey control.
 HN0058
 HN0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0058.See file dsdata.pdf to determine how the superseded data were derived.
 HN0058
 HN0058_MARKER: DB = BENCH MARK DISK
 HN0058_SETTING: 66 = SET IN ROCK OUTCROP
 HN0058_STAMPING: U 115 1958
 HN0058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0058+STABILITY: POSITION/ELEVATION WELL
 HN0058
 HN0058  HISTORY     - Date     Condition        Report By
 HN0058  HISTORY     - 1958     MONUMENTED       CGS
 HN0058
 HN0058                          STATION DESCRIPTION
 HN0058
 HN0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0058'2.25 MI NE FROM FRY CANYON.
 HN0058'ABOUT 2.25 MILES NORTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0058'AT FRY CANYON, AT THE SUMMIT OF A LOW RISE AND ABOUT MIDWAY BETWEEN
 HN0058'TWO SHALLOW WASHES, IN THE TOP AND 3 FEET NORTHEAST OF THE SOUTHWEST
 HN0058'EDGE OF A LONG OUTCROP WHICH IS FLUSH WITH THE GROUND, 64 FEET
 HN0058'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 23 FEET WEST OF A 10-INCH
 HN0058'SCRUB TREE, 25 FEET NORTH OF A SCRUB TREE, 3 FEET SOUTHEAST OF A CAIRN
 HN0058'AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0284 ***********************************************************************
 HM0284  DESIGNATION -  U 116
 HM0284  PID         -  HM0284
 HM0284  STATE/COUNTY-  UT/SAN JUAN
 HM0284  COUNTRY     -  US
 HM0284  USGS QUAD   -  SOUTH LONG POINT (2017)
 HM0284
 HM0284                         *CURRENT SURVEY CONTROL
 HM0284  ______________________________________________________________________
 HM0284* NAD 83(1986) POSITION- 37 33 37.     (N) 109 48 49.     (W)   SCALED
 HM0284* NAVD 88 ORTHO HEIGHT -  2137.425 (meters)     7012.54  (feet) ADJUSTED
 HM0284  ______________________________________________________________________
 HM0284  GEOID HEIGHT    -        -19.574 (meters)                     GEOID18
 HM0284  DYNAMIC HEIGHT  -       2134.850 (meters)     7004.09  (feet) COMP
 HM0284  MODELED GRAVITY -    979,347.7   (mgal)                       NAVD 88
 HM0284
 HM0284  VERT ORDER      -  FIRST     CLASS II
 HM0284
 HM0284.The horizontal coordinates were scaled from a map and have
 HM0284.an estimated accuracy of +/- 6 seconds.
 HM0284
 HM0284.The orthometric height was determined by differential leveling and
 HM0284.adjusted by the NATIONAL GEODETIC SURVEY
 HM0284.in June 1991.
 HM0284
 HM0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0284.GEOID18 height accuracy estimate available here.
 HM0284
 HM0284.Click photographs - Photos may exist for this station.
 HM0284
 HM0284.The dynamic height is computed by dividing the NAVD 88
 HM0284.geopotential number by the normal gravity value computed on the
 HM0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0284.degrees latitude (g = 980.6199 gals.).
 HM0284
 HM0284.The modeled gravity was interpolated from observed gravity values.
 HM0284
 HM0284;                    North         East    Units  Estimated Accuracy
 HM0284;SPC UT S     - 3,100,520.      648,990.      MT  (+/- 180 meters Scaled)
 HM0284
 HM0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG047576(NAD 83)
 HM0284
 HM0284                          SUPERSEDED SURVEY CONTROL
 HM0284
 HM0284  NGVD 29 (??/??/92) 2136.301  (m)         7008.85   (f) ADJ UNCH    1 2
 HM0284
 HM0284.Superseded values are not recommended for survey control.
 HM0284
 HM0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0284.See file dsdata.pdf to determine how the superseded data were derived.
 HM0284
 HM0284_MARKER: DB = BENCH MARK DISK
 HM0284_SETTING: 66 = SET IN ROCK OUTCROP
 HM0284_STAMPING: U 116 1958
 HM0284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0284+STABILITY: POSITION/ELEVATION WELL
 HM0284
 HM0284  HISTORY     - Date     Condition        Report By
 HM0284  HISTORY     - 1958     MONUMENTED       CGS
 HM0284  HISTORY     - 1959     GOOD             CGS
 HM0284  HISTORY     - 1979     GOOD             USGS
 HM0284
 HM0284                          STATION DESCRIPTION
 HM0284
 HM0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0284'27.65 MI SE FROM FRY CANYON.
 HM0284'ABOUT 27.65 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST
 HM0284'OFFICE AT FRY CANYON, ON THE OUTSIDE OF A CURVE, AT THE CENTER OF A
 HM0284'SHORT HIGHWAY CUT, IN THE TOP OF A LONG SANDSTONE OUTCROP AND AT ITS
 HM0284'SOUTH END, 26 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 7
 HM0284'FEET NORTH OF A WITNESS POST AND ABOUT 4 1/2 FEET HIGHER THAN THE
 HM0284'HIGHWAY.
 HM0284
 HM0284                          STATION RECOVERY (1979)
 HM0284
 HM0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0284'FROM THE POST OFFICE IN BLANDING ABOUT 4.3 MILES S. ALONG ST. HWY
 HM0284'163, THENCE 21.9 MILES W. ALONG ST. HWY 95 TO SIDE RD. LEFT (OLD HWY
 HM0284'ALIGNMENT).  TURN LEFT AND GO W, N 4.05 MILES TO SOUTH END OF SMALL
 HM0284'HWY CUT ON RIGHT, THENCE PACK E. FROM S. POINT OF CUT AND PAST S.
 HM0284'POINT OF TREES TO OLD RD. SCAR.  26 FT ESE OF THE RD. SCAR CENTERLINE.
 HM0284'IN THE TOP OF A LONG SANDSTONE OUTCROP AND AT ITS SOUTH END, 7 FT. N.
 HM0284'OF A WITNESS POST AND ABOUT 5 FT. HIGHER THAN RD, SCAR.  A STANDARD
 HM0284'CGS BRASS TABLET STAMPED U 116 1958.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0308 ***********************************************************************
 HM0308  DESIGNATION -  U 117
 HM0308  PID         -  HM0308
 HM0308  STATE/COUNTY-  UT/SAN JUAN
 HM0308  COUNTRY     -  US
 HM0308  USGS QUAD   -  BLACK MESA BUTTE (2017)
 HM0308
 HM0308                         *CURRENT SURVEY CONTROL
 HM0308  ______________________________________________________________________
 HM0308* NAD 83(1986) POSITION- 37 34 29.     (N) 109 35 39.     (W)   SCALED
 HM0308* NAVD 88 ORTHO HEIGHT -  1597.895 (meters)     5242.43  (feet) ADJUSTED
 HM0308  ______________________________________________________________________
 HM0308  GEOID HEIGHT    -        -19.939 (meters)                     GEOID18
 HM0308  DYNAMIC HEIGHT  -       1596.078 (meters)     5236.47  (feet) COMP
 HM0308  MODELED GRAVITY -    979,437.0   (mgal)                       NAVD 88
 HM0308
 HM0308  VERT ORDER      -  FIRST     CLASS II
 HM0308
 HM0308.The horizontal coordinates were scaled from a map and have
 HM0308.an estimated accuracy of +/- 6 seconds.
 HM0308
 HM0308.The orthometric height was determined by differential leveling and
 HM0308.adjusted by the NATIONAL GEODETIC SURVEY
 HM0308.in June 1991.
 HM0308
 HM0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0308.GEOID18 height accuracy estimate available here.
 HM0308
 HM0308.Click photographs - Photos may exist for this station.
 HM0308
 HM0308.The dynamic height is computed by dividing the NAVD 88
 HM0308.geopotential number by the normal gravity value computed on the
 HM0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0308.degrees latitude (g = 980.6199 gals.).
 HM0308
 HM0308.The modeled gravity was interpolated from observed gravity values.
 HM0308
 HM0308;                    North         East    Units  Estimated Accuracy
 HM0308;SPC UT S     - 3,102,490.      668,340.      MT  (+/- 180 meters Scaled)
 HM0308
 HM0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG241595(NAD 83)
 HM0308
 HM0308                          SUPERSEDED SURVEY CONTROL
 HM0308
 HM0308  NGVD 29 (??/??/92) 1596.876  (m)         5239.08   (f) ADJ UNCH    1 2
 HM0308
 HM0308.Superseded values are not recommended for survey control.
 HM0308
 HM0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0308.See file dsdata.pdf to determine how the superseded data were derived.
 HM0308
 HM0308_MARKER: DB = BENCH MARK DISK
 HM0308_SETTING: 66 = SET IN ROCK OUTCROP
 HM0308_STAMPING: U 117 1958
 HM0308_MARK LOGO: CGS
 HM0308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0308+STABILITY: POSITION/ELEVATION WELL
 HM0308
 HM0308  HISTORY     - Date     Condition        Report By
 HM0308  HISTORY     - 1958     MONUMENTED       CGS
 HM0308  HISTORY     - 1959     GOOD             CGS
 HM0308  HISTORY     - 1979     GOOD             USGS
 HM0308  HISTORY     - 1979     GOOD             USGS
 HM0308
 HM0308                          STATION DESCRIPTION
 HM0308
 HM0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0308'11.4 MI SW FROM BLANDING.
 HM0308'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0308'BLANDING, THENCE 7.5 MILES WEST ALONG STATE HIGHWAY 95, 0.1 MILE WEST
 HM0308'OF A 6-FOOT CULVERT OVER THE MOUTH OF A WASH, 165 YARDS WEST OF THE
 HM0308'JUNCTION OF A GRAVELED ROAD NORTH-NORTHWEST, ON THE OUTSIDE OF A LONG
 HM0308'CURVE, 100 YARDS EAST OF THE WEST END OF ASPHALT PAVING, AT A CUT, SET
 HM0308'VERTICALLY IN THE SOUTH FACE OF A 12 FOOT LONG BY 2 1/2 FEET HIGH
 HM0308'SANDSTONE OUTCROP, 25 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE
 HM0308'HIGHWAY, 11 FEET EAST OF A WITNESS POST, ABOUT 5 FEET ABOVE THE GROUND
 HM0308'AND 3 FEET HIGHER THAN THE HIGHWAY.
 HM0308
 HM0308                          STATION RECOVERY (1979)
 HM0308
 HM0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0308'4.0 MILES SOUTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0308'BLANDING THENCE 6.35 MILES WWEST ALONG STATE HIGHWAY 95 TO A ROAD
 HM0308'JUNCTION NORTH, THENCE 1.0 MILES NORTH TO A Y ROAD WEST, 0.05 MILE
 HM0308'WEST, ON THE OUTSIDE OF A LONG CURVE. 100 YARDS EAST OF THE END OF
 HM0308'THE BLACK TOP, AT A CUT SET VERTICALLY IN THE SOUTH FACE OF A 12 FOOT
 HM0308'LONG BY 2.5 FEET HIGH SANDSTONE OUTCROP, 25 FEET NORTH NORTHWEST OF
 HM0308'THE CENTER OF THE ROAD, 40 FEET SOUTHEAST OF A WITNESS POST, ABOUT 5
 HM0308'FEET ABOVE THE GROUND AND 3 FEET HIGHER THAN THE ROAD,
 HM0308
 HM0308                          STATION RECOVERY (1979)
 HM0308
 HM0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0308'4.0 MILES SOUTH ALONG STATE HIGHWAY 163 FROM THE POST OFFICE AT
 HM0308'BLANDING THENCE 6.35 MILES WWEST ALONG STATE HIGHWAY 95 TO A ROAD
 HM0308'JUNCTION NORTH, THENCE 1.0 MILES NORTH TO A Y ROAD WEST, 0.05 MILE
 HM0308'WEST, ON THE OUTSIDE OF A LONG CURVE. 100 YARDS EAST OF THE END OF
 HM0308'THE BLACK TOP, AT A CUT SET VERTICALLY IN THE SOUTH FACE OF A 12 FOOT
 HM0308'LONG BY 2.5 FEET HIGH SANDSTONE OUTCROP, 25 FEET NORTH NORTHWEST OF
 HM0308'THE CENTER OF THE ROAD, 40 FEET SOUTHEAST OF A WITNESS POST, ABOUT 5
 HM0308'FEET ABOVE THE GROUND AND 3 FEET HIGHER THAN THE ROAD,
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0323 ***********************************************************************
 HN0323  DESIGNATION -  U 12
 HN0323  PID         -  HN0323
 HN0323  STATE/COUNTY-  UT/GARFIELD
 HN0323  COUNTRY     -  US
 HN0323  USGS QUAD   -  DEER POINT (2017)
 HN0323
 HN0323                         *CURRENT SURVEY CONTROL
 HN0323  ______________________________________________________________________
 HN0323* NAD 83(1986) POSITION- 37 44 47.     (N) 110 57 31.     (W)   SCALED
 HN0323* NAVD 88 ORTHO HEIGHT -  1394.133 (meters)     4573.92  (feet) POSTED
 HN0323  ______________________________________________________________________
 HN0323  GEOID HEIGHT    -        -21.206 (meters)                     GEOID18
 HN0323  DYNAMIC HEIGHT  -       1392.55  (meters)     4568.7   (feet) COMP
 HN0323  MODELED GRAVITY -    979,450.3   (mgal)                       NAVD 88
 HN0323
 HN0323  VERT ORDER      -  * POSTED, SEE BELOW
 HN0323
 HN0323.The horizontal coordinates were scaled from a map and have
 HN0323.an estimated accuracy of +/- 6 seconds.
 HN0323
 HN0323.The orthometric height was determined by differential leveling
 HN0323.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0323
 HN0323.* This is a POSTED BENCH MARK height.
 HN0323
 HN0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0323.GEOID18 height accuracy estimate available here.
 HN0323
 HN0323.Click photographs - Photos may exist for this station.
 HN0323
 HN0323.The dynamic height is computed by dividing the NAVD 88
 HN0323.geopotential number by the normal gravity value computed on the
 HN0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0323.degrees latitude (g = 980.6199 gals.).
 HN0323
 HN0323.The modeled gravity was interpolated from observed gravity values.
 HN0323
 HN0323;                    North         East    Units  Estimated Accuracy
 HN0323;SPC UT S     - 3,119,970.      547,710.      MT  (+/- 180 meters Scaled)
 HN0323
 HN0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG036776(NAD 83)
 HN0323
 HN0323                          SUPERSEDED SURVEY CONTROL
 HN0323
 HN0323  NGVD 29 (??/??/92) 1392.998  (m)         4570.19   (f) ADJ UNCH    1 2
 HN0323
 HN0323.Superseded values are not recommended for survey control.
 HN0323
 HN0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0323.See file dsdata.pdf to determine how the superseded data were derived.
 HN0323
 HN0323_MARKER: DJ = TIDAL STATION DISK
 HN0323_SETTING: 66 = SET IN ROCK OUTCROP
 HN0323_STAMPING: U 12 1921
 HN0323_MARK LOGO: CGS
 HN0323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0323+STABILITY: POSITION/ELEVATION WELL
 HN0323
 HN0323  HISTORY     - Date     Condition        Report By
 HN0323  HISTORY     - 1921     MONUMENTED       CGS
 HN0323  HISTORY     - 20220505 GOOD             INDIV
 HN0323
 HN0323                          STATION DESCRIPTION
 HN0323
 HN0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 HN0323'1 MI S FROM MULEY TANKS.
 HN0323'1 MILE SOUTH OF MULEY TANKS, GARFIELD COUNTY, 50 FEET WEST OF THE
 HN0323'CENTERLINE OF HALL CREEK AT A SHARP BEND TO THE EAST, IN A RED
 HN0323'SANDSTONE ROCK, NEAR A CAIRN, AND ABOUT 15 FEET HIGHER THAN THE CREEK
 HN0323'BED.  A STANDARD DISK, STAMPED U 12 1921.
 HN0323
 HN0323                          STATION RECOVERY (2022)
 HN0323
 HN0323'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2022 (LA)
 HN0323'RECOVERED AS DESCRIBED.  THE CAIRN FROM THE ORIGINAL DESCRIPTION IS
 HN0323'NOT PRESENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0311 ***********************************************************************
 HO0311  DESIGNATION -  U 123
 HO0311  PID         -  HO0311
 HO0311  STATE/COUNTY-  UT/WASHINGTON
 HO0311  COUNTRY     -  US
 HO0311  USGS QUAD   -  ENTERPRISE (2017)
 HO0311
 HO0311                         *CURRENT SURVEY CONTROL
 HO0311  ______________________________________________________________________
 HO0311* NAD 83(1986) POSITION- 37 31 41.     (N) 113 38 30.     (W)   SCALED
 HO0311* NAVD 88 ORTHO HEIGHT -  1840.918 (meters)     6039.75  (feet) ADJUSTED
 HO0311  ______________________________________________________________________
 HO0311  GEOID HEIGHT    -        -23.137 (meters)                     GEOID18
 HO0311  DYNAMIC HEIGHT  -       1838.755 (meters)     6032.65  (feet) COMP
 HO0311  MODELED GRAVITY -    979,389.7   (mgal)                       NAVD 88
 HO0311
 HO0311  VERT ORDER      -  SECOND    CLASS 0
 HO0311
 HO0311.The horizontal coordinates were scaled from a map and have
 HO0311.an estimated accuracy of +/- 6 seconds.
 HO0311
 HO0311.The orthometric height was determined by differential leveling and
 HO0311.adjusted by the NATIONAL GEODETIC SURVEY
 HO0311.in June 1991.
 HO0311
 HO0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0311.GEOID18 height accuracy estimate available here.
 HO0311
 HO0311.Click photographs - Photos may exist for this station.
 HO0311
 HO0311.The dynamic height is computed by dividing the NAVD 88
 HO0311.geopotential number by the normal gravity value computed on the
 HO0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0311.degrees latitude (g = 980.6199 gals.).
 HO0311
 HO0311.The modeled gravity was interpolated from observed gravity values.
 HO0311
 HO0311;                    North         East    Units  Estimated Accuracy
 HO0311;SPC UT S     - 3,097,770.      310,720.      MT  (+/- 180 meters Scaled)
 HO0311
 HO0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG665567(NAD 83)
 HO0311
 HO0311                          SUPERSEDED SURVEY CONTROL
 HO0311
 HO0311  NGVD 29 (??/??/92) 1839.764  (m)         6035.96   (f) ADJ UNCH    2 0
 HO0311
 HO0311.Superseded values are not recommended for survey control.
 HO0311
 HO0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0311.See file dsdata.pdf to determine how the superseded data were derived.
 HO0311
 HO0311_MARKER: DB = BENCH MARK DISK
 HO0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0311_STAMPING: U 123 1934
 HO0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0311+STABILITY: SURFACE MOTION
 HO0311
 HO0311  HISTORY     - Date     Condition        Report By
 HO0311  HISTORY     - 1934     MONUMENTED       CGS
 HO0311  HISTORY     - 1974     GOOD             USGS
 HO0311
 HO0311                          STATION DESCRIPTION
 HO0311
 HO0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0311'6.6 MI S FROM ENTERPRISE.
 HO0311'6.6 MILES SOUTH ALONG THE 1934 ROUTE OF STATE HIGHWAY 18 FROM
 HO0311'ENTERPRISE, WASHINGTON COUNTY, ON THE OUTSIDE OF A STEEP SHARP CURVE,
 HO0311'AT THE FOOT OF A STEEP GRADE, AND 20 FEET WEST OF THE AND SET IN THE
 HO0311'TOP OF A CONCRETE POST.
 HO0311
 HO0311                          STATION RECOVERY (1974)
 HO0311
 HO0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HO0311'FROM THE POST OFFICE IN ENTERPRISE, GO EAST 0.6 MILE TO STATE HIGHWAY
 HO0311'18, THEN GO SE ALONG STATE NO. 18 A DISTANCE OF 5.3 MILES. AT THIS
 HO0311'POINT, THE OLD HIGHWAY EXTENDS NORTHWARD, GO NORTH ALONG OLD ROAD
 HO0311'ABOUT 0.35 MILES TO A SHARP SWITCHBACK (LEFT), CONTINUE AROUND
 HO0311'SWITCHBACK SOME 220 FEET-- BM IS LOCATED IN SHORT BRUSH ABOUT 18 FEET
 HO0311'NORTH OF THE CENTERLINE OF THE OLD ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0459 ***********************************************************************
 MR0459  DESIGNATION -  U 125
 MR0459  PID         -  MR0459
 MR0459  STATE/COUNTY-  UT/CACHE
 MR0459  COUNTRY     -  US
 MR0459  USGS QUAD   -  MOUNT ELMER (2017)
 MR0459
 MR0459                         *CURRENT SURVEY CONTROL
 MR0459  ______________________________________________________________________
 MR0459* NAD 83(1986) POSITION- 41 45 47.     (N) 111 41 36.     (W)   SCALED
 MR0459* NAVD 88 ORTHO HEIGHT -  1550.900 (meters)     5088.24  (feet) ADJUSTED
 MR0459  ______________________________________________________________________
 MR0459  GEOID HEIGHT    -        -14.893 (meters)                     GEOID18
 MR0459  DYNAMIC HEIGHT  -       1549.693 (meters)     5084.28  (feet) COMP
 MR0459  MODELED GRAVITY -    979,790.7   (mgal)                       NAVD 88
 MR0459
 MR0459  VERT ORDER      -  SECOND    CLASS 0
 MR0459
 MR0459.The horizontal coordinates were scaled from a map and have
 MR0459.an estimated accuracy of +/- 6 seconds.
 MR0459
 MR0459.The orthometric height was determined by differential leveling and
 MR0459.adjusted by the NATIONAL GEODETIC SURVEY
 MR0459.in June 1991.
 MR0459
 MR0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0459.GEOID18 height accuracy estimate available here.
 MR0459
 MR0459.Click photographs - Photos may exist for this station.
 MR0459
 MR0459.The dynamic height is computed by dividing the NAVD 88
 MR0459.geopotential number by the normal gravity value computed on the
 MR0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0459.degrees latitude (g = 980.6199 gals.).
 MR0459
 MR0459.The modeled gravity was interpolated from observed gravity values.
 MR0459
 MR0459;                    North         East    Units  Estimated Accuracy
 MR0459;SPC UT N     - 1,158,790.      483,920.      MT  (+/- 180 meters Scaled)
 MR0459
 MR0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM423237(NAD 83)
 MR0459
 MR0459                          SUPERSEDED SURVEY CONTROL
 MR0459
 MR0459  NGVD 29 (??/??/92) 1549.758  (m)         5084.50   (f) ADJ UNCH    2 0
 MR0459
 MR0459.Superseded values are not recommended for survey control.
 MR0459
 MR0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0459.See file dsdata.pdf to determine how the superseded data were derived.
 MR0459
 MR0459_MARKER: DB = BENCH MARK DISK
 MR0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0459_STAMPING: U 125 1934
 MR0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0459+STABILITY: SURFACE MOTION
 MR0459
 MR0459  HISTORY     - Date     Condition        Report By
 MR0459  HISTORY     - 1934     MONUMENTED       CGS
 MR0459
 MR0459                          STATION DESCRIPTION
 MR0459
 MR0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0459'8.2 MI NE FROM LOGAN.
 MR0459'ABOUT 8.2 MILES NORTHEAST ALONG U.S. HIGHWAY 89 FROM THE JUNIOR HIGH
 MR0459'SCHOOL AT LOGAN, CACHE COUNTY, ABOUT 126 FEET SOUTH OF THE
 MR0459'ORNAMENTAL-IRON GATE ACROSS THE SIDE ROAD LEADING TO RATTLESNAKE
 MR0459'SLOPE, 42 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD LEADING TO THE
 MR0459'BEIRDMEAN CAMP, 12 FEET SOUTHWEST OF THE CAMP SIGNBOARD, AND 33 FEET
 MR0459'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 MR0459'U 125 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0258 ***********************************************************************
 MR0258  DESIGNATION -  U 126
 MR0258  PID         -  MR0258
 MR0258  STATE/COUNTY-  UT/RICH
 MR0258  COUNTRY     -  US
 MR0258  USGS QUAD   -  SAGE CREEK (2017)
 MR0258
 MR0258                         *CURRENT SURVEY CONTROL
 MR0258  ______________________________________________________________________
 MR0258* NAD 83(1986) POSITION- 41 46 04.     (N) 111 12 35.     (W)   SCALED
 MR0258* NAVD 88 ORTHO HEIGHT -  1997.113 (meters)     6552.19  (feet) ADJUSTED
 MR0258  ______________________________________________________________________
 MR0258  GEOID HEIGHT    -        -14.657 (meters)                     GEOID18
 MR0258  DYNAMIC HEIGHT  -       1995.418 (meters)     6546.63  (feet) COMP
 MR0258  MODELED GRAVITY -    979,702.6   (mgal)                       NAVD 88
 MR0258
 MR0258  VERT ORDER      -  SECOND    CLASS 0
 MR0258
 MR0258.The horizontal coordinates were scaled from a map and have
 MR0258.an estimated accuracy of +/- 6 seconds.
 MR0258
 MR0258.The orthometric height was determined by differential leveling and
 MR0258.adjusted by the NATIONAL GEODETIC SURVEY
 MR0258.in June 1991.
 MR0258
 MR0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0258.GEOID18 height accuracy estimate available here.
 MR0258
 MR0258.Click photographs - Photos may exist for this station.
 MR0258
 MR0258.The dynamic height is computed by dividing the NAVD 88
 MR0258.geopotential number by the normal gravity value computed on the
 MR0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0258.degrees latitude (g = 980.6199 gals.).
 MR0258
 MR0258.The modeled gravity was interpolated from observed gravity values.
 MR0258
 MR0258;                    North         East    Units  Estimated Accuracy
 MR0258;SPC UT N     - 1,159,340.      524,140.      MT  (+/- 180 meters Scaled)
 MR0258
 MR0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM825240(NAD 83)
 MR0258
 MR0258                          SUPERSEDED SURVEY CONTROL
 MR0258
 MR0258  NGVD 29 (??/??/92) 1995.783  (m)         6547.83   (f) ADJ UNCH    2 0
 MR0258
 MR0258.Superseded values are not recommended for survey control.
 MR0258
 MR0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0258.See file dsdata.pdf to determine how the superseded data were derived.
 MR0258
 MR0258_MARKER: DB = BENCH MARK DISK
 MR0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0258_STAMPING: U 126 1934
 MR0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0258+STABILITY: SURFACE MOTION
 MR0258
 MR0258  HISTORY     - Date     Condition        Report By
 MR0258  HISTORY     - 1934     MONUMENTED       CGS
 MR0258  HISTORY     - 1969     GOOD             USGS
 MR0258
 MR0258                          STATION DESCRIPTION
 MR0258
 MR0258'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 MR0258'4.1 MI SE FROM LAKETOWN.
 MR0258'LAKETOWN, JCT. OF STATE HWY. 145, 4.1 MILES SE OF VIA STATE HWY. 30,
 MR0258'THENCE 3.8 MILES SE VIA OLD ROAD.  SAGE CREEK JUNCTION, 2.4 MILES WEST
 MR0258'VIA STATE HWY 30, THENCE 2.2 MILES WEST VIA OLD ROAD, IN A GRASSY
 MR0258'FLAT, BORDERED ON SOUTH BY A BRIGHT RED CREEK BANK, 50 FEET SOUTH OF
 MR0258'CENTER OF ROAD AND ABOUT 2.5 FEET LOWER, 2.0 FEET NORTH OF AN IRON
 MR0258'FENCE POST WITNESS POST, SET IN TOP OF BURIED CONCRETE POST,
 MR0258'PROJECTING 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0208 ***********************************************************************
 HM0208  DESIGNATION -  U 127
 HM0208  PID         -  HM0208
 HM0208  STATE/COUNTY-  UT/SAN JUAN
 HM0208  COUNTRY     -  US
 HM0208  USGS QUAD   -  MONTICELLO SOUTH (2017)
 HM0208
 HM0208                         *CURRENT SURVEY CONTROL
 HM0208  ______________________________________________________________________
 HM0208* NAD 83(1986) POSITION- 37 52 22.     (N) 109 18 51.     (W)   SCALED
 HM0208* NAVD 88 ORTHO HEIGHT -  2094.976 (meters)     6873.27  (feet) ADJUSTED
 HM0208  ______________________________________________________________________
 HM0208  GEOID HEIGHT    -        -18.886 (meters)                     GEOID18
 HM0208  DYNAMIC HEIGHT  -       2092.473 (meters)     6865.06  (feet) COMP
 HM0208  MODELED GRAVITY -    979,359.7   (mgal)                       NAVD 88
 HM0208
 HM0208  VERT ORDER      -  SECOND    CLASS 0
 HM0208
 HM0208.The horizontal coordinates were scaled from a map and have
 HM0208.an estimated accuracy of +/- 6 seconds.
 HM0208
 HM0208.The orthometric height was determined by differential leveling and
 HM0208.adjusted by the NATIONAL GEODETIC SURVEY
 HM0208.in June 1991.
 HM0208
 HM0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0208.GEOID18 height accuracy estimate available here.
 HM0208
 HM0208.Click photographs - Photos may exist for this station.
 HM0208
 HM0208.The dynamic height is computed by dividing the NAVD 88
 HM0208.geopotential number by the normal gravity value computed on the
 HM0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0208.degrees latitude (g = 980.6199 gals.).
 HM0208
 HM0208.The modeled gravity was interpolated from observed gravity values.
 HM0208
 HM0208;                    North         East    Units  Estimated Accuracy
 HM0208;SPC UT S     - 3,136,110.      692,290.      MT  (+/- 180 meters Scaled)
 HM0208
 HM0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG482930(NAD 83)
 HM0208
 HM0208                          SUPERSEDED SURVEY CONTROL
 HM0208
 HM0208  NGVD 29 (??/??/92) 2093.828  (m)         6869.50   (f) ADJ UNCH    2 0
 HM0208
 HM0208.Superseded values are not recommended for survey control.
 HM0208
 HM0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0208.See file dsdata.pdf to determine how the superseded data were derived.
 HM0208
 HM0208_MARKER: DB = BENCH MARK DISK
 HM0208_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HM0208_STAMPING: U 127 1934
 HM0208_MARK LOGO: CGS
 HM0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0208
 HM0208  HISTORY     - Date     Condition        Report By
 HM0208  HISTORY     - 1934     MONUMENTED       CGS
 HM0208  HISTORY     - 1964     MARK NOT FOUND   CGS
 HM0208  HISTORY     - 1980     MARK NOT FOUND   USGS
 HM0208  HISTORY     - 1980     MARK NOT FOUND   USGS
 HM0208
 HM0208                          STATION DESCRIPTION
 HM0208
 HM0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0208'1.5 MI E FROM MONTICELLO.
 HM0208'1.5 MILES EAST ALONG U.S. HIGHWAY 450 (IN 1934) FROM THE PUBLIC SCHOOL
 HM0208'AT MONTICELLO, SAN JUAN COUNTY, 135 FEET EAST OF THE NORTH END OF AN
 HM0208'IRRIGATION CULVERT, 57 FEET EAST OF THE NORTH END OF A CULVERT UNDER
 HM0208'THE HIGHWAY, 36.7 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 14 FEET
 HM0208'WEST OF THE MIDDLE OF A WAGON GATE, 6.3 FEET WEST OF THE INTERSECTION
 HM0208'OF A FENCE WITH THE RIGHT-OF-WAY FENCE, AND 3.3 FEET SOUTH OF THE
 HM0208'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED U 127 1934 AND SET IN
 HM0208'THE TOP OF A CONCRETE POST.
 HM0208
 HM0208                          STATION RECOVERY (1964)
 HM0208
 HM0208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HM0208'MARK NOT FOUND.
 HM0208
 HM0208                          STATION RECOVERY (1980)
 HM0208
 HM0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0208'MARK NOT FOUND.
 HM0208
 HM0208                          STATION RECOVERY (1980)
 HM0208
 HM0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0208'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0204 ***********************************************************************
 KN0204  DESIGNATION -  U 131
 KN0204  PID         -  KN0204
 KN0204  STATE/COUNTY-  UT/SANPETE
 KN0204  COUNTRY     -  US
 KN0204  USGS QUAD   -  FAIRVIEW LAKES (2017)
 KN0204
 KN0204                         *CURRENT SURVEY CONTROL
 KN0204  ______________________________________________________________________
 KN0204* NAD 83(1986) POSITION- 39 39 39.     (N) 111 18 06.     (W)   SCALED
 KN0204* NAVD 88 ORTHO HEIGHT -  2646.824 (meters)     8683.79  (feet) ADJUSTED
 KN0204  ______________________________________________________________________
 KN0204  GEOID HEIGHT    -        -16.142 (meters)                     GEOID18
 KN0204  DYNAMIC HEIGHT  -       2643.806 (meters)     8673.89  (feet) COMP
 KN0204  MODELED GRAVITY -    979,389.6   (mgal)                       NAVD 88
 KN0204
 KN0204  VERT ORDER      -  SECOND    CLASS 0
 KN0204
 KN0204.The horizontal coordinates were scaled from a map and have
 KN0204.an estimated accuracy of +/- 6 seconds.
 KN0204
 KN0204.The orthometric height was determined by differential leveling and
 KN0204.adjusted by the NATIONAL GEODETIC SURVEY
 KN0204.in June 1991.
 KN0204
 KN0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0204.GEOID18 height accuracy estimate available here.
 KN0204
 KN0204.Click photographs - Photos may exist for this station.
 KN0204
 KN0204.The dynamic height is computed by dividing the NAVD 88
 KN0204.geopotential number by the normal gravity value computed on the
 KN0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0204.degrees latitude (g = 980.6199 gals.).
 KN0204
 KN0204.The modeled gravity was interpolated from observed gravity values.
 KN0204
 KN0204;                    North         East    Units  Estimated Accuracy
 KN0204;SPC UT C     - 2,147,400.      517,020.      MT  (+/- 180 meters Scaled)
 KN0204
 KN0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ741901(NAD 83)
 KN0204
 KN0204                          SUPERSEDED SURVEY CONTROL
 KN0204
 KN0204  NGVD 29 (??/??/92) 2645.439  (m)         8679.24   (f) ADJ UNCH    2 0
 KN0204
 KN0204.Superseded values are not recommended for survey control.
 KN0204
 KN0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0204.See file dsdata.pdf to determine how the superseded data were derived.
 KN0204
 KN0204_MARKER: DB = BENCH MARK DISK
 KN0204_SETTING: 66 = SET IN ROCK OUTCROP
 KN0204_STAMPING: U 131 1935
 KN0204_MARK LOGO: CGS
 KN0204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0204+STABILITY: POSITION/ELEVATION WELL
 KN0204
 KN0204  HISTORY     - Date     Condition        Report By
 KN0204  HISTORY     - 1935     MONUMENTED       CGS
 KN0204
 KN0204                          STATION DESCRIPTION
 KN0204
 KN0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0204'10.1 MI E FROM FAIRVIEW.
 KN0204'ABOUT 10.1 MILES EAST ALONG STATE HIGHWAY 31 FROM THE POST OFFICE AT
 KN0204'FAIRVIEW, SANPETE COUNTY, ABOUT 200 YARDS WEST OF A CURVE, ABOUT 150
 KN0204'YARDS NORTH OF HUNTINGTON CREEK, ABOUT 104 FEET SOUTHWEST OF THE
 KN0204'CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A SANDSTONE OUTCROP.  A
 KN0204'STANDARD DISK, STAMPED U 131 1935.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0296 ***********************************************************************
 MR0296  DESIGNATION -  U 132
 MR0296  PID         -  MR0296
 MR0296  STATE/COUNTY-  UT/SUMMIT
 MR0296  COUNTRY     -  US
 MR0296  USGS QUAD   -  SHEARING CORRAL (2017)
 MR0296
 MR0296                         *CURRENT SURVEY CONTROL
 MR0296  ______________________________________________________________________
 MR0296* NAD 83(1986) POSITION- 41 10 06.     (N) 111 09 27.     (W)   SCALED
 MR0296* NAVD 88 ORTHO HEIGHT -  2008.333 (meters)     6589.01  (feet) ADJUSTED
 MR0296  ______________________________________________________________________
 MR0296  GEOID HEIGHT    -        -15.435 (meters)                     GEOID18
 MR0296  DYNAMIC HEIGHT  -       2006.481 (meters)     6582.93  (feet) COMP
 MR0296  MODELED GRAVITY -    979,630.7   (mgal)                       NAVD 88
 MR0296
 MR0296  VERT ORDER      -  FIRST     CLASS II
 MR0296
 MR0296.The horizontal coordinates were scaled from a map and have
 MR0296.an estimated accuracy of +/- 6 seconds.
 MR0296
 MR0296.The orthometric height was determined by differential leveling and
 MR0296.adjusted by the NATIONAL GEODETIC SURVEY
 MR0296.in June 1991.
 MR0296
 MR0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0296.GEOID18 height accuracy estimate available here.
 MR0296
 MR0296.Click photographs - Photos may exist for this station.
 MR0296
 MR0296.The dynamic height is computed by dividing the NAVD 88
 MR0296.geopotential number by the normal gravity value computed on the
 MR0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0296.degrees latitude (g = 980.6199 gals.).
 MR0296
 MR0296.The modeled gravity was interpolated from observed gravity values.
 MR0296
 MR0296;                    North         East    Units  Estimated Accuracy
 MR0296;SPC UT N     - 1,092,780.      528,740.      MT  (+/- 180 meters Scaled)
 MR0296
 MR0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL867574(NAD 83)
 MR0296
 MR0296                          SUPERSEDED SURVEY CONTROL
 MR0296
 MR0296  NGVD 29 (??/??/92) 2006.925  (m)         6584.39   (f) ADJ UNCH    1 2
 MR0296
 MR0296.Superseded values are not recommended for survey control.
 MR0296
 MR0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0296.See file dsdata.pdf to determine how the superseded data were derived.
 MR0296
 MR0296_MARKER: DB = BENCH MARK DISK
 MR0296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0296_SP_SET: PIER
 MR0296_STAMPING: U 132 1958
 MR0296_MARK LOGO: CGS
 MR0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0296
 MR0296  HISTORY     - Date     Condition        Report By
 MR0296  HISTORY     - 1958     MONUMENTED       CGS
 MR0296  HISTORY     - 1983     GOOD             NGS
 MR0296
 MR0296                          STATION DESCRIPTION
 MR0296
 MR0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0296'3.85 MI SW FROM WAHSATCH.
 MR0296'ABOUT 3.85 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0296'STATION AT WAHSATCH, ABOUT 0.45 MILE SOUTHWEST OF MILEPOST 931, SET
 MR0296'VERTICALLY IN THE EAST FACE OF THE 1ST CONCRETE PIER SOUTH OF THE
 MR0296'NORTH END OF THE UPPER BRIDGE 931.46, 78 FEET SOUTHWEST OF THE
 MR0296'SOUTHWEST END OF TUNNEL NUMBER 6, 7 1/2 FEET NORTHWEST OF THE
 MR0296'NORTHWEST RAIL OF THE LOWER SET OF TRACKS, AND ABOUT LEVEL WITH THE
 MR0296'LOWER SET OF TRACKS.
 MR0296
 MR0296                          STATION RECOVERY (1983)
 MR0296
 MR0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0296'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0368 ***********************************************************************
 MR0368  DESIGNATION -  U 134
 MR0368  PID         -  MR0368
 MR0368  STATE/COUNTY-  UT/MORGAN
 MR0368  COUNTRY     -  US
 MR0368  USGS QUAD   -  SNOW BASIN (2017)
 MR0368
 MR0368                         *CURRENT SURVEY CONTROL
 MR0368  ______________________________________________________________________
 MR0368* NAD 83(1986) POSITION- 41 07 35.     (N) 111 46 10.     (W)   SCALED
 MR0368* NAVD 88 ORTHO HEIGHT -  1488.014 (meters)     4881.93  (feet) ADJUSTED
 MR0368  ______________________________________________________________________
 MR0368  GEOID HEIGHT    -        -16.249 (meters)                     GEOID18
 MR0368  DYNAMIC HEIGHT  -       1486.794 (meters)     4877.92  (feet) COMP
 MR0368  MODELED GRAVITY -    979,752.7   (mgal)                       NAVD 88
 MR0368
 MR0368  VERT ORDER      -  FIRST     CLASS II
 MR0368
 MR0368.The horizontal coordinates were scaled from a map and have
 MR0368.an estimated accuracy of +/- 6 seconds.
 MR0368
 MR0368.The orthometric height was determined by differential leveling and
 MR0368.adjusted by the NATIONAL GEODETIC SURVEY
 MR0368.in June 1991.
 MR0368
 MR0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0368.GEOID18 height accuracy estimate available here.
 MR0368
 MR0368.Click photographs - Photos may exist for this station.
 MR0368
 MR0368.The dynamic height is computed by dividing the NAVD 88
 MR0368.geopotential number by the normal gravity value computed on the
 MR0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0368.degrees latitude (g = 980.6199 gals.).
 MR0368
 MR0368.The modeled gravity was interpolated from observed gravity values.
 MR0368
 MR0368;                    North         East    Units  Estimated Accuracy
 MR0368;SPC UT N     - 1,088,100.      477,380.      MT  (+/- 180 meters Scaled)
 MR0368
 MR0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL354530(NAD 83)
 MR0368
 MR0368                          SUPERSEDED SURVEY CONTROL
 MR0368
 MR0368  NGVD 29 (??/??/92) 1486.855  (m)         4878.12   (f) SUPERSEDED  1 2
 MR0368  NGVD 29 (06/08/92) 1486.925  (m)         4878.35   (f) ADJUSTED    1 2
 MR0368
 MR0368.Superseded values are not recommended for survey control.
 MR0368
 MR0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0368.See file dsdata.pdf to determine how the superseded data were derived.
 MR0368
 MR0368_MARKER: DB = BENCH MARK DISK
 MR0368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0368_SP_SET: FOUNDATION
 MR0368_STAMPING: U 134 1958
 MR0368_MARK LOGO: CGS
 MR0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0368
 MR0368  HISTORY     - Date     Condition        Report By
 MR0368  HISTORY     - 1958     MONUMENTED       CGS
 MR0368  HISTORY     - 1983     GOOD             NGS
 MR0368
 MR0368                          STATION DESCRIPTION
 MR0368
 MR0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0368'8.1 MI NW FROM MORGAN.
 MR0368'ABOUT 8.1 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0368'STATION AT MORGAN, 3 TELEPHONE POLES NORTHWEST OF MILE POST 976, IN
 MR0368'THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF AN
 MR0368'OVERHEAD SIGNAL, 9 1/2 FEET NORTH OF THE NEAR RAIL, AND ABOUT LEVEL
 MR0368'WITH THE TRACK.
 MR0368
 MR0368                          STATION RECOVERY (1983)
 MR0368
 MR0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0368'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0345 ***********************************************************************
 MR0345  DESIGNATION -  U 135
 MR0345  PID         -  MR0345
 MR0345  STATE/COUNTY-  UT/SUMMIT
 MR0345  COUNTRY     -  US
 MR0345  USGS QUAD   -  DEVILS SLIDE (2017)
 MR0345
 MR0345                         *CURRENT SURVEY CONTROL
 MR0345  ______________________________________________________________________
 MR0345* NAD 83(1986) POSITION- 41 02 54.     (N) 111 31 35.     (W)   SCALED
 MR0345* NAVD 88 ORTHO HEIGHT -  1610.015 (meters)     5282.19  (feet) ADJUSTED
 MR0345  ______________________________________________________________________
 MR0345  GEOID HEIGHT    -        -16.069 (meters)                     GEOID18
 MR0345  DYNAMIC HEIGHT  -       1608.624 (meters)     5277.63  (feet) COMP
 MR0345  MODELED GRAVITY -    979,704.4   (mgal)                       NAVD 88
 MR0345
 MR0345  VERT ORDER      -  FIRST     CLASS II
 MR0345
 MR0345.The horizontal coordinates were scaled from a map and have
 MR0345.an estimated accuracy of +/- 6 seconds.
 MR0345
 MR0345.The orthometric height was determined by differential leveling and
 MR0345.adjusted by the NATIONAL GEODETIC SURVEY
 MR0345.in June 1991.
 MR0345
 MR0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0345.GEOID18 height accuracy estimate available here.
 MR0345
 MR0345.Click photographs - Photos may exist for this station.
 MR0345
 MR0345.The dynamic height is computed by dividing the NAVD 88
 MR0345.geopotential number by the normal gravity value computed on the
 MR0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0345.degrees latitude (g = 980.6199 gals.).
 MR0345
 MR0345.The modeled gravity was interpolated from observed gravity values.
 MR0345
 MR0345;                    North         East    Units  Estimated Accuracy
 MR0345;SPC UT N     - 1,079,400.      497,780.      MT  (+/- 180 meters Scaled)
 MR0345
 MR0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL557442(NAD 83)
 MR0345
 MR0345                          SUPERSEDED SURVEY CONTROL
 MR0345
 MR0345  NGVD 29 (??/??/92) 1608.760  (m)         5278.07   (f) ADJ UNCH    1 2
 MR0345
 MR0345.Superseded values are not recommended for survey control.
 MR0345
 MR0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0345.See file dsdata.pdf to determine how the superseded data were derived.
 MR0345
 MR0345_MARKER: DB = BENCH MARK DISK
 MR0345_SETTING: 66 = SET IN ROCK OUTCROP
 MR0345_STAMPING: U 135 1958
 MR0345_MARK LOGO: CGS
 MR0345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0345+STABILITY: POSITION/ELEVATION WELL
 MR0345
 MR0345  HISTORY     - Date     Condition        Report By
 MR0345  HISTORY     - 1958     MONUMENTED       CGS
 MR0345  HISTORY     - 19871101 MARK NOT FOUND   USGS
 MR0345
 MR0345                          STATION DESCRIPTION
 MR0345
 MR0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0345'1.3 MI SE FROM DEVILS SLIDE.
 MR0345'ABOUT 1.3 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0345'STATION AT DEVILS SLIDE, 13 TELEPHONE POLES NORTHWEST OF MILE POST
 MR0345'959, SET VERTICALLY IN A 1-FOOT THICK STRATA OF HARD LIMESTONE, 3
 MR0345'TELEPHONE POLES SOUTHEAST OF A TELEPHONE BOOTH, 9 1/2 FEET NORTHEAST
 MR0345'OF THE NEAR RAIL, 2 1/2 FEET NORTH OF A TELEPHONE POLE, ABOUT LEVEL
 MR0345'WITH THE TRACK, AND ABOUT 1 1/2 FEET ABOVE THE GROUND.
 MR0345
 MR0345                          STATION RECOVERY (1987)
 MR0345
 MR0345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (GH)
 MR0345'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0092 ***********************************************************************
 HO0092  DESIGNATION -  U 137
 HO0092  PID         -  HO0092
 HO0092  STATE/COUNTY-  UT/KANE
 HO0092  COUNTRY     -  US
 HO0092  USGS QUAD   -  PETRIFIED HOLLOW (2017)
 HO0092
 HO0092                         *CURRENT SURVEY CONTROL
 HO0092  ______________________________________________________________________
 HO0092* NAD 83(1986) POSITION- 37 02 25.4    (N) 112 14 02.2    (W)   HD_HELD2
 HO0092* NAVD 88 ORTHO HEIGHT -  1654.197 (meters)     5427.14  (feet) ADJUSTED
 HO0092  ______________________________________________________________________
 HO0092  GEOID HEIGHT    -        -22.160 (meters)                     GEOID18
 HO0092  DYNAMIC HEIGHT  -       1652.243 (meters)     5420.73  (feet) COMP
 HO0092  MODELED GRAVITY -    979,391.1   (mgal)                       NAVD 88
 HO0092
 HO0092  VERT ORDER      -  FIRST     CLASS II
 HO0092
 HO0092.The horizontal coordinates were established by autonomous hand held GPS
 HO0092.observations and have an estimated accuracy of +/- 10 meters.
 HO0092
 HO0092.The orthometric height was determined by differential leveling and
 HO0092.adjusted by the NATIONAL GEODETIC SURVEY
 HO0092.in June 1991.
 HO0092
 HO0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0092.GEOID18 height accuracy estimate available here.
 HO0092
 HO0092.Click photographs - Photos may exist for this station.
 HO0092
 HO0092.The dynamic height is computed by dividing the NAVD 88
 HO0092.geopotential number by the normal gravity value computed on the
 HO0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0092.degrees latitude (g = 980.6199 gals.).
 HO0092
 HO0092.The modeled gravity was interpolated from observed gravity values.
 HO0092
 HO0092;                    North         East    Units  Estimated Accuracy
 HO0092;SPC UT S     - 3,041,734.      434,703.      MT  (+/- 10 meters HH2 GPS)
 HO0092
 HO0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG9026400064(NAD 83)
 HO0092
 HO0092                          SUPERSEDED SURVEY CONTROL
 HO0092
 HO0092  NGVD 29 (??/??/92) 1653.183  (m)         5423.82   (f) ADJ UNCH    1 2
 HO0092
 HO0092.Superseded values are not recommended for survey control.
 HO0092
 HO0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0092.See file dsdata.pdf to determine how the superseded data were derived.
 HO0092
 HO0092_MARKER: DB = BENCH MARK DISK
 HO0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0092_STAMPING: U 137 1962
 HO0092_MARK LOGO: CGS
 HO0092_PROJECTION: PROJECTING 10 CENTIMETERS
 HO0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0092+STABILITY: SURFACE MOTION
 HO0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0092+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2015
 HO0092
 HO0092  HISTORY     - Date     Condition        Report By
 HO0092  HISTORY     - 1962     MONUMENTED       CGS
 HO0092  HISTORY     - 1983     GOOD             NGS
 HO0092  HISTORY     - 20151210 GOOD             AZDT
 HO0092
 HO0092                          STATION DESCRIPTION
 HO0092
 HO0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0092'17.35 MI E FROM KANAB.
 HO0092'ABOUT 17.35 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY
 HO0092'SAINTS CHURCH AT KANAB, 43 FEET NORTHWEST OF A POWER POLE, 116 FEET
 HO0092'SOUTH OF MILEPOST NUMBER 17, 2 FEET NORTH OF A FENCE, 157 FEET SOUTH
 HO0092'OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET EAST OF A METAL WITNESS
 HO0092'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 HO0092'POST PROJECTING 4 INCHES.
 HO0092
 HO0092                          STATION RECOVERY (1983)
 HO0092
 HO0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0092'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  27.2 KM
 HO0092'(17.0 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0092'SAINTS IN KANAB, 1.55 KM (0.95 MI) EAST OF THE BRIDGE OVER SEAMAN
 HO0092'WASH, 0.8 KM (0.5 MI) WEST OF MILEPOST 47, 47.8 METERS (157 FT) SOUTH
 HO0092'OF THE HIGHWAY CENTERLINE, 13.1 METERS (43 FT) NORTHWEST OF POWER POLE
 HO0092'178, 0.6 METER (2 FT) NORTH OF THE RIGHT OF WAY FENCE.
 HO0092'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 HO0092'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 HO0092
 HO0092                          STATION RECOVERY (2015)
 HO0092
 HO0092'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2015 (DLR)
 HO0092'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0516 ***********************************************************************
 HN0516  DESIGNATION -  U 138
 HN0516  PID         -  HN0516
 HN0516  STATE/COUNTY-  UT/KANE
 HN0516  COUNTRY     -  US
 HN0516  USGS QUAD   -  FIVEMILE VALLEY (2017)
 HN0516
 HN0516                         *CURRENT SURVEY CONTROL
 HN0516  ______________________________________________________________________
 HN0516* NAD 83(1986) POSITION- 37 10 11.9    (N) 111 58 23.0    (W)   HD_HELD2
 HN0516* NAVD 88 ORTHO HEIGHT -  1526.865 (meters)     5009.39  (feet) ADJUSTED
 HN0516  ______________________________________________________________________
 HN0516  GEOID HEIGHT    -        -22.340 (meters)                     GEOID18
 HN0516  DYNAMIC HEIGHT  -       1525.094 (meters)     5003.58  (feet) COMP
 HN0516  MODELED GRAVITY -    979,417.3   (mgal)                       NAVD 88
 HN0516
 HN0516  VERT ORDER      -  FIRST     CLASS II
 HN0516
 HN0516.The horizontal coordinates were established by autonomous hand held GPS
 HN0516.observations and have an estimated accuracy of +/- 10 meters.
 HN0516
 HN0516.The orthometric height was determined by differential leveling and
 HN0516.adjusted by the NATIONAL GEODETIC SURVEY
 HN0516.in June 1991.
 HN0516
 HN0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0516.GEOID18 height accuracy estimate available here.
 HN0516
 HN0516.Click photographs - Photos may exist for this station.
 HN0516
 HN0516.The dynamic height is computed by dividing the NAVD 88
 HN0516.geopotential number by the normal gravity value computed on the
 HN0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0516.degrees latitude (g = 980.6199 gals.).
 HN0516
 HN0516.The modeled gravity was interpolated from observed gravity values.
 HN0516
 HN0516;                    North         East    Units  Estimated Accuracy
 HN0516;SPC UT S     - 3,055,965.      457,986.      MT  (+/- 10 meters HH2 GPS)
 HN0516
 HN0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG1361314171(NAD 83)
 HN0516
 HN0516                          SUPERSEDED SURVEY CONTROL
 HN0516
 HN0516  NGVD 29 (??/??/92) 1525.869  (m)         5006.12   (f) ADJ UNCH    1 2
 HN0516
 HN0516.Superseded values are not recommended for survey control.
 HN0516
 HN0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0516.See file dsdata.pdf to determine how the superseded data were derived.
 HN0516
 HN0516_MARKER: DB = BENCH MARK DISK
 HN0516_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HN0516_STAMPING: U 138 1962
 HN0516_MARK LOGO: CGS
 HN0516_PROJECTION: PROJECTING 15 CENTIMETERS
 HN0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0516_ROD/PIPE-DEPTH: 7.3 meters
 HN0516
 HN0516  HISTORY     - Date     Condition        Report By
 HN0516  HISTORY     - 1962     MONUMENTED       CGS
 HN0516  HISTORY     - 1983     GOOD             NGS
 HN0516
 HN0516                          STATION DESCRIPTION
 HN0516
 HN0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0516'36.2 MI E FROM KANAB.
 HN0516'ABOUT 36.2 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY SAINTS
 HN0516'CHURCH AT KANAB, 0.15 MILE NORTH-NORTHWEST OF MILEPOST NUMBER 36, 168
 HN0516'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST END OF A METAL CULVERT, 158 FEET
 HN0516'WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST-NORTHEAST
 HN0516'OF A FENCE, 0.9 FEET WEST-SOUTHWEST OF A METAL WITNESS POST, ABOUT
 HN0516'LEVEL WITH THE HIGHWAY, AND ON TOP OF A 5/8-INCH COPPER COATED ROD
 HN0516'THAT IS DRIVEN TO A DEPTH OF 24 FEET AND ENCASED IN A 6-INCH TILE
 HN0516'PROJECTING 6 INCHES.
 HN0516
 HN0516                          STATION RECOVERY (1983)
 HN0516
 HN0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0516'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  56.95 KM
 HN0516'(35.6 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HN0516'SAINTS IN KANAB, 1.3 KM (0.8 MI) NORTH OF THE CROSSING OF SAND GULCH,
 HN0516'0.25 KM (0.15 MI) SOUTH OF MILEPOST 29, AT THE BASE OF A SANDY HILL,
 HN0516'48.1 METERS (158 FT) WEST OF THE HIGHWAY CENTERLINE, 51.2 METERS
 HN0516'(168 FT) SOUTHWEST OF THE SOUTH-SOUTHWEST END OF A 30-INCH CORRUGATED
 HN0516'METAL PIPE CULVERT, 10.5 METERS (34.5 FT) NORTH OF THE NORTH END OF A
 HN0516'WOODEN BRACE IN THE RIGHT OF WAY FENCE, 0.3 METER (1 FT) EAST OF THE
 HN0516'RIGHT OF WAY FENCE.
 HN0516'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 HN0516'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0540 ***********************************************************************
 HN0540  DESIGNATION -  U 139
 HN0540  PID         -  HN0540
 HN0540  STATE/COUNTY-  UT/KANE
 HN0540  COUNTRY     -  US
 HN0540  USGS QUAD   -  BIG WATER (2017)
 HN0540
 HN0540                         *CURRENT SURVEY CONTROL
 HN0540  ______________________________________________________________________
 HN0540* NAD 83(1986) POSITION- 37 04 39.80   (N) 111 39 43.10   (W)   HD_HELD1
 HN0540* NAVD 88 ORTHO HEIGHT -  1253.868 (meters)     4113.73  (feet) ADJUSTED
 HN0540  ______________________________________________________________________
 HN0540  GEOID HEIGHT    -        -23.183 (meters)                     GEOID18
 HN0540  DYNAMIC HEIGHT  -       1252.451 (meters)     4109.08  (feet) COMP
 HN0540  MODELED GRAVITY -    979,458.8   (mgal)                       NAVD 88
 HN0540
 HN0540  VERT ORDER      -  FIRST     CLASS II
 HN0540
 HN0540.The horizontal coordinates were determined by differentially corrected
 HN0540.hand held GPS observations or other comparable positioning techniques
 HN0540.and have an estimated accuracy of +/- 3 meters.
 HN0540
 HN0540.The orthometric height was determined by differential leveling and
 HN0540.adjusted by the NATIONAL GEODETIC SURVEY
 HN0540.in June 1991.
 HN0540
 HN0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0540.GEOID18 height accuracy estimate available here.
 HN0540
 HN0540.Click photographs - Photos may exist for this station.
 HN0540
 HN0540.The dynamic height is computed by dividing the NAVD 88
 HN0540.geopotential number by the normal gravity value computed on the
 HN0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0540.degrees latitude (g = 980.6199 gals.).
 HN0540
 HN0540.The modeled gravity was interpolated from observed gravity values.
 HN0540
 HN0540;                    North         East    Units  Estimated Accuracy
 HN0540;SPC UT S     - 3,045,633.1     485,596.9     MT  (+/- 3 meters HH1 GPS) 
 HN0540
 HN0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG4115903699(NAD 83)
 HN0540
 HN0540                          SUPERSEDED SURVEY CONTROL
 HN0540
 HN0540  NGVD 29 (??/??/92) 1252.949  (m)         4110.72   (f) ADJ UNCH    1 2
 HN0540
 HN0540.Superseded values are not recommended for survey control.
 HN0540
 HN0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0540.See file dsdata.pdf to determine how the superseded data were derived.
 HN0540
 HN0540_MARKER: DB = BENCH MARK DISK
 HN0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0540_STAMPING: U 139 1962
 HN0540_MARK LOGO: CGS
 HN0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0540+STABILITY: SURFACE MOTION
 HN0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0540+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2015
 HN0540
 HN0540  HISTORY     - Date     Condition        Report By
 HN0540  HISTORY     - 1962     MONUMENTED       CGS
 HN0540  HISTORY     - 1983     GOOD             NGS
 HN0540  HISTORY     - 20061223 GOOD             INDIV
 HN0540  HISTORY     - 20151210 GOOD             AZDT
 HN0540
 HN0540                          STATION DESCRIPTION
 HN0540
 HN0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0540'15.1 MI NW FROM PAGE, AZ.
 HN0540'ABOUT 15.1 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 HN0540'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.45 MILE WEST OF
 HN0540'MILEPOST NUMBER 58, 0.2 MILE EAST OF THE CENTERLINE OF AN ASPHALT ROAD
 HN0540'LEADING TO GLEN CANYON CITY, 119 FEET NORTH OF THE CENTERLINE OF U.S.
 HN0540'HIGHWAY 89, 1.5 FEET SOUTH OF A FENCE, 158 FEET SOUTHEAST OF THE
 HN0540'SOUTHEAST CORNER OF A CHEVRON SERVICE STATION, 1.7 FEET NORTH OF A
 HN0540'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 HN0540'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HN0540
 HN0540                          STATION RECOVERY (1983)
 HN0540
 HN0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0540'RECOVERED IN GOOD CONDITION.  OMIT--0.45 MI WEST OF MILEPOST 58.
 HN0540'ADD--0.5 KM (0.3 MI) NORTHWEST OF MILEPOST 7.
 HN0540
 HN0540                          STATION RECOVERY (2006)
 HN0540
 HN0540'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RW)
 HN0540'RECOVERED IN GOOD CONDITION.
 HN0540
 HN0540                          STATION RECOVERY (2015)
 HN0540
 HN0540'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2015 (DLR)
 HN0540'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0091 ***********************************************************************
 KN0091  DESIGNATION -  U 14
 KN0091  PID         -  KN0091
 KN0091  STATE/COUNTY-  UT/CARBON
 KN0091  COUNTRY     -  US
 KN0091  USGS QUAD   -  PRICE (2017)
 KN0091
 KN0091                         *CURRENT SURVEY CONTROL
 KN0091  ______________________________________________________________________
 KN0091* NAD 83(1986) POSITION- 39 36 05.     (N) 110 49 09.     (W)   SCALED
 KN0091* NAVD 88 ORTHO HEIGHT -  1692.420 (meters)     5552.55  (feet) ADJUSTED
 KN0091  ______________________________________________________________________
 KN0091  GEOID HEIGHT    -        -16.774 (meters)                     GEOID18
 KN0091  DYNAMIC HEIGHT  -       1690.790 (meters)     5547.20  (feet) COMP
 KN0091  MODELED GRAVITY -    979,603.8   (mgal)                       NAVD 88
 KN0091
 KN0091  VERT ORDER      -  FIRST     CLASS II
 KN0091
 KN0091.The horizontal coordinates were scaled from a map and have
 KN0091.an estimated accuracy of +/- 6 seconds.
 KN0091
 KN0091.The orthometric height was determined by differential leveling and
 KN0091.adjusted by the NATIONAL GEODETIC SURVEY
 KN0091.in June 1991.
 KN0091
 KN0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0091.GEOID18 height accuracy estimate available here.
 KN0091
 KN0091.Click photographs - Photos may exist for this station.
 KN0091
 KN0091.The dynamic height is computed by dividing the NAVD 88
 KN0091.geopotential number by the normal gravity value computed on the
 KN0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0091.degrees latitude (g = 980.6199 gals.).
 KN0091
 KN0091.The modeled gravity was interpolated from observed gravity values.
 KN0091
 KN0091;                    North         East    Units  Estimated Accuracy
 KN0091;SPC UT C     - 2,141,000.      558,470.      MT  (+/- 180 meters Scaled)
 KN0091
 KN0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ155835(NAD 83)
 KN0091
 KN0091                          SUPERSEDED SURVEY CONTROL
 KN0091
 KN0091  NGVD 29 (??/??/92) 1691.378  (m)         5549.13   (f) ADJ UNCH    1 2
 KN0091
 KN0091.Superseded values are not recommended for survey control.
 KN0091
 KN0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0091.See file dsdata.pdf to determine how the superseded data were derived.
 KN0091
 KN0091_MARKER: DB = BENCH MARK DISK
 KN0091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0091_SP_SET: ABUTMENT
 KN0091_STAMPING: 5549.129 U 14 1927
 KN0091_MARK LOGO: CGS
 KN0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0091
 KN0091  HISTORY     - Date     Condition        Report By
 KN0091  HISTORY     - 1927     MONUMENTED       CGS
 KN0091  HISTORY     - 1934     GOOD             CGS
 KN0091  HISTORY     - 20091022 MARK NOT FOUND   GEOCAC
 KN0091
 KN0091                          STATION DESCRIPTION
 KN0091
 KN0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0091'0.8 MI NW FROM PRICE.
 KN0091'0.8 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0091'FROM THE STATION AT PRICE, CARBON COUNTY, AT PLATE-GIRDER BRIDGE
 KN0091'619-67, IN THE TOP OF THE SOUTH ABUTMENT, AND 11 FEET EAST OF THE
 KN0091'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 5549.129 U 14 1927.
 KN0091
 KN0091                          STATION RECOVERY (2009)
 KN0091
 KN0091'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 KN0091'MARK NOT SEEN.  IT IS LIKELY UNDER A BALLAST RETAINING TIMBER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0087 ***********************************************************************
 HN0087  DESIGNATION -  U 140
 HN0087  PID         -  HN0087
 HN0087  STATE/COUNTY-  UT/SAN JUAN
 HN0087  COUNTRY     -  US
 HN0087  USGS QUAD   -  RED HOUSE SPRING (2017)
 HN0087
 HN0087                         *CURRENT SURVEY CONTROL
 HN0087  ______________________________________________________________________
 HN0087* NAD 83(1986) POSITION- 37 27 08.     (N) 110 11 39.     (W)   SCALED
 HN0087* NAVD 88 ORTHO HEIGHT -  1533.579 (meters)     5031.42  (feet) ADJUSTED
 HN0087  ______________________________________________________________________
 HN0087  GEOID HEIGHT    -        -20.914 (meters)                     GEOID18
 HN0087  DYNAMIC HEIGHT  -       1531.852 (meters)     5025.75  (feet) COMP
 HN0087  MODELED GRAVITY -    979,450.6   (mgal)                       NAVD 88
 HN0087
 HN0087  VERT ORDER      -  FIRST     CLASS II
 HN0087
 HN0087.The horizontal coordinates were scaled from a map and have
 HN0087.an estimated accuracy of +/- 6 seconds.
 HN0087
 HN0087.The orthometric height was determined by differential leveling and
 HN0087.adjusted by the NATIONAL GEODETIC SURVEY
 HN0087.in June 1991.
 HN0087
 HN0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0087.GEOID18 height accuracy estimate available here.
 HN0087
 HN0087.Click photographs - Photos may exist for this station.
 HN0087
 HN0087.The dynamic height is computed by dividing the NAVD 88
 HN0087.geopotential number by the normal gravity value computed on the
 HN0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0087.degrees latitude (g = 980.6199 gals.).
 HN0087
 HN0087.The modeled gravity was interpolated from observed gravity values.
 HN0087
 HN0087;                    North         East    Units  Estimated Accuracy
 HN0087;SPC UT S     - 3,087,990.      615,540.      MT  (+/- 180 meters Scaled)
 HN0087
 HN0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG712453(NAD 83)
 HN0087
 HN0087                          SUPERSEDED SURVEY CONTROL
 HN0087
 HN0087  NGVD 29 (??/??/92) 1532.591  (m)         5028.18   (f) ADJ UNCH    1 2
 HN0087
 HN0087.Superseded values are not recommended for survey control.
 HN0087
 HN0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0087.See file dsdata.pdf to determine how the superseded data were derived.
 HN0087
 HN0087_MARKER: DB = BENCH MARK DISK
 HN0087_SETTING: 66 = SET IN ROCK OUTCROP
 HN0087_STAMPING: U 140 1962
 HN0087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0087+STABILITY: POSITION/ELEVATION WELL
 HN0087
 HN0087  HISTORY     - Date     Condition        Report By
 HN0087  HISTORY     - 1962     MONUMENTED       CGS
 HN0087  HISTORY     - 1982     GOOD             USGS
 HN0087  HISTORY     - 1982     GOOD             USGS
 HN0087
 HN0087                          STATION DESCRIPTION
 HN0087
 HN0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0087'26.0 MI S FROM FRY CANYON.
 HN0087'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0087'AT FRY CANYON.  THENCE 13.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 HN0087'0.35 MILE NORTHEAST OF A WASH, 86 FEET EAST OF THE CENTERLINE OF THE
 HN0087'ROAD, 81.0 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2
 HN0087'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A FLAT ROCK
 HN0087'OUTCROP WHICH IS FLUSH WITH THE GROUND.
 HN0087
 HN0087                          STATION RECOVERY (1982)
 HN0087
 HN0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0087'FRY CANYON, 24.7 MILES SOUTH OF, ABOUT 12.0 MILES SOUTHEAST ALONG
 HN0087'STATE HWY. 95 FROM THE POST OFFICE AT FRY CANYON, THENCE 12.7 MILES
 HN0087'SOUTHWEST ALONG STATE HWY. 263, 0.35 MILES NORTHEAST OF A WASH, 0.2
 HN0087'MILES EAST OF A SMALL DAM AND RESEVOIR, 57 FEET SOUTHEAST OF THE
 HN0087'CENTERLINE OF THE HWY.. AND SET IN A FLAT ROCK OUTCROP FLUSH WITH THE
 HN0087'GROUND.
 HN0087
 HN0087                          STATION RECOVERY (1982)
 HN0087
 HN0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0087'FRY CANYON, 24.7 MILES SOUTH OF, ABOUT 12.0 MILES SOUTHEAST ALONG
 HN0087'STATE HWY. 95 FROM THE POST OFFICE AT FRY CANYON, THENCE 12.7 MILES
 HN0087'SOUTHWEST ALONG STATE HWY. 263, 0.35 MILES NORTHEAST OF A WASH, 0.2
 HN0087'MILES EAST OF A SMALL DAM AND RESEVOIR, 57 FEET SOUTHEAST OF THE
 HN0087'CENTERLINE OF THE HWY.. AND SET IN A FLAT ROCK OUTCROP FLUSH WITH THE
 HN0087'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0096 ***********************************************************************
 HN0096  DESIGNATION -  U 141
 HN0096  PID         -  HN0096
 HN0096  STATE/COUNTY-  UT/SAN JUAN
 HN0096  COUNTRY     -  US
 HN0096  USGS QUAD   -  CLAY HILLS (2017)
 HN0096
 HN0096                         *CURRENT SURVEY CONTROL
 HN0096  ______________________________________________________________________
 HN0096* NAD 83(1986) POSITION- 37 25 03.     (N) 110 18 26.     (W)   SCALED
 HN0096* NAVD 88 ORTHO HEIGHT -  1556.417 (meters)     5106.34  (feet) ADJUSTED
 HN0096  ______________________________________________________________________
 HN0096  GEOID HEIGHT    -        -21.352 (meters)                     GEOID18
 HN0096  DYNAMIC HEIGHT  -       1554.647 (meters)     5100.54  (feet) COMP
 HN0096  MODELED GRAVITY -    979,438.9   (mgal)                       NAVD 88
 HN0096
 HN0096  VERT ORDER      -  FIRST     CLASS II
 HN0096
 HN0096.The horizontal coordinates were scaled from a map and have
 HN0096.an estimated accuracy of +/- 6 seconds.
 HN0096
 HN0096.The orthometric height was determined by differential leveling and
 HN0096.adjusted by the NATIONAL GEODETIC SURVEY
 HN0096.in June 1991.
 HN0096
 HN0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0096.GEOID18 height accuracy estimate available here.
 HN0096
 HN0096.Click photographs - Photos may exist for this station.
 HN0096
 HN0096.The dynamic height is computed by dividing the NAVD 88
 HN0096.geopotential number by the normal gravity value computed on the
 HN0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0096.degrees latitude (g = 980.6199 gals.).
 HN0096
 HN0096.The modeled gravity was interpolated from observed gravity values.
 HN0096
 HN0096;                    North         East    Units  Estimated Accuracy
 HN0096;SPC UT S     - 3,084,000.      605,580.      MT  (+/- 180 meters Scaled)
 HN0096
 HN0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG613414(NAD 83)
 HN0096
 HN0096                          SUPERSEDED SURVEY CONTROL
 HN0096
 HN0096  NGVD 29 (??/??/92) 1555.417  (m)         5103.06   (f) ADJ UNCH    1 2
 HN0096
 HN0096.Superseded values are not recommended for survey control.
 HN0096
 HN0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0096.See file dsdata.pdf to determine how the superseded data were derived.
 HN0096
 HN0096_MARKER: DB = BENCH MARK DISK
 HN0096_SETTING: 66 = SET IN ROCK OUTCROP
 HN0096_STAMPING: U 141 1962
 HN0096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0096+STABILITY: POSITION/ELEVATION WELL
 HN0096
 HN0096  HISTORY     - Date     Condition        Report By
 HN0096  HISTORY     - 1962     MONUMENTED       CGS
 HN0096
 HN0096                          STATION DESCRIPTION
 HN0096
 HN0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0096'34.4 MI SW FROM FRY CANYON.
 HN0096'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0096'AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0096'THENCE 2.4 MILES WEST ALONG A GRADED DIRT ROAD LEADING THROUGH CLAY
 HN0096'HILLS DIVIDE, 54 FEET NORTHWEST OF THE CENTER OF A WASH ACROSS THE
 HN0096'ROAD, 25 FEET NORTH OF THE CENTERLINE OF THE ROAD, 7.5 FEET SOUTHEAST
 HN0096'OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD, AND
 HN0096'SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE
 HN0096'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0134 ***********************************************************************
 HN0134  DESIGNATION -  U 142
 HN0134  PID         -  HN0134
 HN0134  STATE/COUNTY-  UT/SAN JUAN
 HN0134  COUNTRY     -  US
 HN0134  USGS QUAD   -  MONITOR BUTTE (2017)
 HN0134
 HN0134                         *CURRENT SURVEY CONTROL
 HN0134  ______________________________________________________________________
 HN0134* NAD 83(1986) POSITION- 37 09 13.     (N) 110 25 19.     (W)   SCALED
 HN0134* NAVD 88 ORTHO HEIGHT -  1294.977 (meters)     4248.60  (feet) ADJUSTED
 HN0134  ______________________________________________________________________
 HN0134  GEOID HEIGHT    -        -21.667 (meters)                     GEOID18
 HN0134  DYNAMIC HEIGHT  -       1293.556 (meters)     4243.94  (feet) COMP
 HN0134  MODELED GRAVITY -    979,489.0   (mgal)                       NAVD 88
 HN0134
 HN0134  VERT ORDER      -  FIRST     CLASS II
 HN0134
 HN0134.The horizontal coordinates were scaled from a map and have
 HN0134.an estimated accuracy of +/- 6 seconds.
 HN0134
 HN0134.The orthometric height was determined by differential leveling and
 HN0134.adjusted by the NATIONAL GEODETIC SURVEY
 HN0134.in June 1991.
 HN0134
 HN0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0134.GEOID18 height accuracy estimate available here.
 HN0134
 HN0134.Click photographs - Photos may exist for this station.
 HN0134
 HN0134.The dynamic height is computed by dividing the NAVD 88
 HN0134.geopotential number by the normal gravity value computed on the
 HN0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0134.degrees latitude (g = 980.6199 gals.).
 HN0134
 HN0134.The modeled gravity was interpolated from observed gravity values.
 HN0134
 HN0134;                    North         East    Units  Estimated Accuracy
 HN0134;SPC UT S     - 3,054,600.      595,770.      MT  (+/- 180 meters Scaled)
 HN0134
 HN0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG513120(NAD 83)
 HN0134
 HN0134                          SUPERSEDED SURVEY CONTROL
 HN0134
 HN0134  NGVD 29 (??/??/92) 1294.099  (m)         4245.72   (f) ADJ UNCH    1 2
 HN0134
 HN0134.Superseded values are not recommended for survey control.
 HN0134
 HN0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0134.See file dsdata.pdf to determine how the superseded data were derived.
 HN0134
 HN0134_MARKER: DB = BENCH MARK DISK
 HN0134_SETTING: 66 = SET IN ROCK OUTCROP
 HN0134_STAMPING: U 142 1962
 HN0134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0134+STABILITY: POSITION/ELEVATION WELL
 HN0134
 HN0134  HISTORY     - Date     Condition        Report By
 HN0134  HISTORY     - 1962     MONUMENTED       CGS
 HN0134  HISTORY     - 1982     GOOD             USGS
 HN0134  HISTORY     - 1982     GOOD             USGS
 HN0134
 HN0134                          STATION DESCRIPTION
 HN0134
 HN0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0134'12.05 MI NW FROM OLJATO.
 HN0134'ABOUT 12.05 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0134'FROM THE TRADING POST AT OLJATO, 32 FEET NORTHEAST OF THE CENTERLINE
 HN0134'OF THE DIRT ROAD, 27 FEET SOUTHEAST OF A ROCK CAIRN, 41.4 FEET NORTH
 HN0134'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE DIRT ROAD, AND SET IN
 HN0134'THE TOP OF A ROCK OUTCROP.
 HN0134
 HN0134                          STATION RECOVERY (1982)
 HN0134
 HN0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0134'FROM THE TRADING POST AT OLJETO, N. 2.3 MI ALONG PAVED RD. TO A
 HN0134'BLADED RD. LEADING TO COPPER CANYON, WNW. ALONG BLADED RD. 8.6 MI TO
 HN0134'A Y-RD. N. LEADING TO PIUTE FARMS, N. ALONG RD. 2.8 MI AND TO BM. BM
 HN0134'IS 32 FT NE. OF THE CENTERLINE OF THE RD., 27 FT SE OF A ROCK CAIRN,
 HN0134'IN THE NW. CORNER OF THE NE. QUARTER OF SECTION 12, T. 42 S., R 13
 HN0134'E., A STANDARD DISK SET IN TOP OF A ROCK OUTCROP.
 HN0134
 HN0134                          STATION RECOVERY (1982)
 HN0134
 HN0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0134'FROM THE TRADING POST AT OLJETO, N. 2.3 MI ALONG PAVED RD. TO A
 HN0134'BLADED RD. LEADING TO COPPER CANYON, WNW. ALONG BLADED RD. 8.6 MI TO
 HN0134'A Y-RD. N. LEADING TO PIUTE FARMS, N. ALONG RD. 2.8 MI AND TO BM. BM
 HN0134'IS 32 FT NE. OF THE CENTERLINE OF THE RD., 27 FT SE OF A ROCK CAIRN,
 HN0134'IN THE NW. CORNER OF THE NE. QUARTER OF SECTION 12, T. 42 S., R 13
 HN0134'E., A STANDARD DISK SET IN TOP OF A ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0556 ***********************************************************************
 HN0556  DESIGNATION -  U 143
 HN0556  PID         -  HN0556
 HN0556  STATE/COUNTY-  UT/KANE
 HN0556  COUNTRY     -  US
 HN0556  USGS QUAD   -  LONE ROCK (2017)
 HN0556
 HN0556                         *CURRENT SURVEY CONTROL
 HN0556  ______________________________________________________________________
 HN0556* NAD 83(1986) POSITION- 37 03 48.     (N) 111 34 46.     (W)   SCALED
 HN0556* NAVD 88 ORTHO HEIGHT -  1198.215 (meters)     3931.14  (feet) ADJUSTED
 HN0556  ______________________________________________________________________
 HN0556  GEOID HEIGHT    -        -23.319 (meters)                     GEOID18
 HN0556  DYNAMIC HEIGHT  -       1196.875 (meters)     3926.75  (feet) COMP
 HN0556  MODELED GRAVITY -    979,472.8   (mgal)                       NAVD 88
 HN0556
 HN0556  VERT ORDER      -  FIRST     CLASS II
 HN0556
 HN0556.The horizontal coordinates were scaled from a map and have
 HN0556.an estimated accuracy of +/- 6 seconds.
 HN0556
 HN0556.The orthometric height was determined by differential leveling and
 HN0556.adjusted by the NATIONAL GEODETIC SURVEY
 HN0556.in June 1991.
 HN0556
 HN0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0556.GEOID18 height accuracy estimate available here.
 HN0556
 HN0556.Click photographs - Photos may exist for this station.
 HN0556
 HN0556.The dynamic height is computed by dividing the NAVD 88
 HN0556.geopotential number by the normal gravity value computed on the
 HN0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0556.degrees latitude (g = 980.6199 gals.).
 HN0556
 HN0556.The modeled gravity was interpolated from observed gravity values.
 HN0556
 HN0556;                    North         East    Units  Estimated Accuracy
 HN0556;SPC UT S     - 3,044,030.      492,930.      MT  (+/- 180 meters Scaled)
 HN0556
 HN0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG484020(NAD 83)
 HN0556
 HN0556                          SUPERSEDED SURVEY CONTROL
 HN0556
 HN0556  NGVD 29 (??/??/92) 1197.318  (m)         3928.20   (f) ADJ UNCH    1 2
 HN0556
 HN0556.Superseded values are not recommended for survey control.
 HN0556
 HN0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0556.See file dsdata.pdf to determine how the superseded data were derived.
 HN0556
 HN0556_MARKER: DB = BENCH MARK DISK
 HN0556_SETTING: 66 = SET IN ROCK OUTCROP
 HN0556_STAMPING: U 143 1962
 HN0556_MARK LOGO: CGS
 HN0556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0556+STABILITY: POSITION/ELEVATION WELL
 HN0556
 HN0556  HISTORY     - Date     Condition        Report By
 HN0556  HISTORY     - 1962     MONUMENTED       CGS
 HN0556
 HN0556                          STATION DESCRIPTION
 HN0556
 HN0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0556'20.0 MI NW FROM PAGE, AZ.
 HN0556'ABOUT 11.6 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 HN0556'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 1.1 MILES EAST
 HN0556'ALONG A DIRT ROAD AND ACROSS WAHWEAP CREEK TO THE NORTHEAST BANK OF
 HN0556'WAHWEAP CREEK.  THENCE 2.1 MILES EAST ALONG THE NORTHEAST CANYON WALL
 HN0556'OF WAHWEAP CREEK.  THENCE 1.1 MILES NORTH TO THE TOP OF AND ALONG A
 HN0556'MESA TO THE CREST OF A HILL AND HEAD OF A SMALL CANYON. THENCE 1.1
 HN0556'MILES NORTH-NORTHWEST ACROSS ROCKY AND SANDY TERRAIN, NEAR THE
 HN0556'NORTHEAST SIDE OF A SMALL ROCK BUTTE, ABOUT 50 YARDS NORTHWEST OF A
 HN0556'SECTION CORNER POST, AND SET IN THE TOP OF A ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0394 ***********************************************************************
 HN0394  DESIGNATION -  U 144
 HN0394  PID         -  HN0394
 HN0394  STATE/COUNTY-  UT/KANE
 HN0394  COUNTRY     -  US
 HN0394  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0394
 HN0394                         *CURRENT SURVEY CONTROL
 HN0394  ______________________________________________________________________
 HN0394* NAD 83(1986) POSITION- 37 03 33.     (N) 111 24 19.     (W)   SCALED
 HN0394* NAVD 88 ORTHO HEIGHT -  1160.381 (meters)     3807.02  (feet) ADJUSTED
 HN0394  ______________________________________________________________________
 HN0394  GEOID HEIGHT    -        -23.389 (meters)                     GEOID18
 HN0394  DYNAMIC HEIGHT  -       1159.042 (meters)     3802.62  (feet) COMP
 HN0394  MODELED GRAVITY -    979,439.1   (mgal)                       NAVD 88
 HN0394
 HN0394  VERT ORDER      -  FIRST     CLASS II
 HN0394
 HN0394.The horizontal coordinates were scaled from a map and have
 HN0394.an estimated accuracy of +/- 6 seconds.
 HN0394
 HN0394.The orthometric height was determined by differential leveling and
 HN0394.adjusted by the NATIONAL GEODETIC SURVEY
 HN0394.in June 1991.
 HN0394
 HN0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0394.GEOID18 height accuracy estimate available here.
 HN0394
 HN0394.Click photographs - Photos may exist for this station.
 HN0394
 HN0394.The dynamic height is computed by dividing the NAVD 88
 HN0394.geopotential number by the normal gravity value computed on the
 HN0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0394.degrees latitude (g = 980.6199 gals.).
 HN0394
 HN0394.The modeled gravity was interpolated from observed gravity values.
 HN0394
 HN0394;                    North         East    Units  Estimated Accuracy
 HN0394;SPC UT S     - 3,043,570.      508,430.      MT  (+/- 180 meters Scaled)
 HN0394
 HN0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG639015(NAD 83)
 HN0394
 HN0394                          SUPERSEDED SURVEY CONTROL
 HN0394
 HN0394  NGVD 29 (??/??/92) 1159.457  (m)         3803.99   (f) ADJ UNCH    1 2
 HN0394
 HN0394.Superseded values are not recommended for survey control.
 HN0394
 HN0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0394.See file dsdata.pdf to determine how the superseded data were derived.
 HN0394
 HN0394_MARKER: DB = BENCH MARK DISK
 HN0394_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HN0394_STAMPING: U 144 1962
 HN0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0394
 HN0394  HISTORY     - Date     Condition        Report By
 HN0394  HISTORY     - 1962     MONUMENTED       CGS
 HN0394
 HN0394                          STATION DESCRIPTION
 HN0394
 HN0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0394'20.85 MI SE FROM GLEN CANYON CITY.
 HN0394'ABOUT 10.3 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0394'SERVICE STATION ON U. S. HIGHWAY 89 AT GLEN CANYON CITY.  THENCE 10.55
 HN0394'MILES SOUTHEAST ACROSS COUNTRY.  ON THE TOP OF A HILL AND ABOUT 0.2
 HN0394'MILE SOUTH OF THE FOOT OF A CLIFF, 102 FEET SOUTH OF A MUSHROOM SHAPED
 HN0394'ROCK OUTCROP, 3.0 FEET NORTHEAST OF A METAL WITNESS POST, AND ON THE
 HN0394'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 7
 HN0394'FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 12 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0477 ***********************************************************************
 HN0477  DESIGNATION -  U 145
 HN0477  PID         -  HN0477
 HN0477  STATE/COUNTY-  UT/KANE
 HN0477  COUNTRY     -  US
 HN0477  USGS QUAD   -  NAVAJO POINT (2017)
 HN0477
 HN0477                         *CURRENT SURVEY CONTROL
 HN0477  ______________________________________________________________________
 HN0477* NAD 83(1986) POSITION- 37 14 11.     (N) 111 00 27.     (W)   SCALED
 HN0477* NAVD 88 ORTHO HEIGHT -  1688.794 (meters)     5540.65  (feet) ADJUSTED
 HN0477  ______________________________________________________________________
 HN0477  GEOID HEIGHT    -        -22.660 (meters)                     GEOID18
 HN0477  DYNAMIC HEIGHT  -       1686.648 (meters)     5533.61  (feet) COMP
 HN0477  MODELED GRAVITY -    979,302.5   (mgal)                       NAVD 88
 HN0477
 HN0477  VERT ORDER      -  FIRST     CLASS II
 HN0477
 HN0477.The horizontal coordinates were scaled from a map and have
 HN0477.an estimated accuracy of +/- 6 seconds.
 HN0477
 HN0477.The orthometric height was determined by differential leveling and
 HN0477.adjusted by the NATIONAL GEODETIC SURVEY
 HN0477.in June 1991.
 HN0477
 HN0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0477.GEOID18 height accuracy estimate available here.
 HN0477
 HN0477.Click photographs - Photos may exist for this station.
 HN0477
 HN0477.The dynamic height is computed by dividing the NAVD 88
 HN0477.geopotential number by the normal gravity value computed on the
 HN0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0477.degrees latitude (g = 980.6199 gals.).
 HN0477
 HN0477.The modeled gravity was interpolated from observed gravity values.
 HN0477
 HN0477;                    North         East    Units  Estimated Accuracy
 HN0477;SPC UT S     - 3,063,350.      543,700.      MT  (+/- 180 meters Scaled)
 HN0477
 HN0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG993210(NAD 83)
 HN0477
 HN0477                          SUPERSEDED SURVEY CONTROL
 HN0477
 HN0477  NGVD 29 (??/??/92) 1687.654  (m)         5536.91   (f) ADJ UNCH    1 2
 HN0477
 HN0477.Superseded values are not recommended for survey control.
 HN0477
 HN0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0477.See file dsdata.pdf to determine how the superseded data were derived.
 HN0477
 HN0477_MARKER: DB = BENCH MARK DISK
 HN0477_SETTING: 80 = SET IN A BOULDER
 HN0477_STAMPING: U 145 1962
 HN0477_MARK LOGO: CGS
 HN0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0477+STABILITY: SURFACE MOTION
 HN0477
 HN0477  HISTORY     - Date     Condition        Report By
 HN0477  HISTORY     - 1962     MONUMENTED       CGS
 HN0477
 HN0477                          STATION DESCRIPTION
 HN0477
 HN0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0477'9.45 MI W FROM HOLE IN THE ROCK.
 HN0477'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0477'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0477'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0477'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.2 MILES
 HN0477'SOUTHWEST AND UP A CATTLE TRAIL, 49 FEET NORTHWEST OF THE CENTERLINE
 HN0477'OF THE TRAIL, 35 FEET SOUTH-SOUTHWEST OF A 4-INCH CEDAR TREE, 19.2
 HN0477'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE TRAIL,
 HN0477'AND SET IN THE TOP OF A LARGE BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0384 ***********************************************************************
 HN0384  DESIGNATION -  U 146
 HN0384  PID         -  HN0384
 HN0384  STATE/COUNTY-  UT/SAN JUAN
 HN0384  COUNTRY     -  US
 HN0384  USGS QUAD   -  GUNSIGHT BUTTE (2017)
 HN0384
 HN0384                         *CURRENT SURVEY CONTROL
 HN0384  ______________________________________________________________________
 HN0384* NAD 83(1986) POSITION- 37 00 07.     (N) 111 21 54.     (W)   SCALED
 HN0384* NAVD 88 ORTHO HEIGHT -  1128.974 (meters)     3703.98  (feet) ADJUSTED
 HN0384  ______________________________________________________________________
 HN0384  GEOID HEIGHT    -        -23.471 (meters)                     GEOID18
 HN0384  DYNAMIC HEIGHT  -       1127.648 (meters)     3699.63  (feet) COMP
 HN0384  MODELED GRAVITY -    979,419.9   (mgal)                       NAVD 88
 HN0384
 HN0384  VERT ORDER      -  FIRST     CLASS II
 HN0384
 HN0384.The horizontal coordinates were scaled from a map and have
 HN0384.an estimated accuracy of +/- 6 seconds.
 HN0384
 HN0384.The orthometric height was determined by differential leveling and
 HN0384.adjusted by the NATIONAL GEODETIC SURVEY
 HN0384.in June 1991.
 HN0384
 HN0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0384.GEOID18 height accuracy estimate available here.
 HN0384
 HN0384.Click photographs - Photos may exist for this station.
 HN0384
 HN0384.The dynamic height is computed by dividing the NAVD 88
 HN0384.geopotential number by the normal gravity value computed on the
 HN0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0384.degrees latitude (g = 980.6199 gals.).
 HN0384
 HN0384.The modeled gravity was interpolated from observed gravity values.
 HN0384
 HN0384;                    North         East    Units  Estimated Accuracy
 HN0384;SPC UT S     - 3,037,220.      512,020.      MT  (+/- 180 meters Scaled)
 HN0384
 HN0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF675951(NAD 83)
 HN0384
 HN0384                          SUPERSEDED SURVEY CONTROL
 HN0384
 HN0384  NGVD 29 (??/??/92) 1128.034  (m)         3700.89   (f) ADJ UNCH    1 2
 HN0384
 HN0384.Superseded values are not recommended for survey control.
 HN0384
 HN0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0384.See file dsdata.pdf to determine how the superseded data were derived.
 HN0384
 HN0384_MARKER: DB = BENCH MARK DISK
 HN0384_SETTING: 66 = SET IN ROCK OUTCROP
 HN0384_STAMPING: U 146 1962
 HN0384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0384+STABILITY: POSITION/ELEVATION WELL
 HN0384
 HN0384  HISTORY     - Date     Condition        Report By
 HN0384  HISTORY     - 1962     MONUMENTED       CGS
 HN0384
 HN0384                          STATION DESCRIPTION
 HN0384
 HN0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0384'10.55 MI NE FROM PAGE.
 HN0384'ABOUT 0.2 MILE NORTH ALONG NAVAJO DRIVE FROM THE INTERSECTION OF
 HN0384'NAVAJO DRIVE AND SEVENTH AVENUE AT PAGE.  THENCE 0.1 MILE WEST ALONG
 HN0384'NINTH AVENUE.  THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD TO THE
 HN0384'NORTHWEST CORNER OF THE GLEN CANYON AIRPORT.  THENCE 0.6 MILE EAST
 HN0384'ALONG A GRAVELED ROAD WHICH PARALLELS THE NORTH AIRPORT BOUNDARY TO
 HN0384'THE NORTHEAST CORNER OF THE AIRPORT.  THENCE 9.15 MILES NORTHEAST
 HN0384'ACROSS COUNTRY.  58 FEET SOUTHEAST OF THE SOUTH-RIM OF THE COLORADO
 HN0384'RIVER, SET IN THE TOP OF A SANDSTONE OUTCROP, ABOUT 0.1 MILE NORTH OF
 HN0384'THE UTAH-ARIZONA STATE LINE.  17.7 FEET SOUTH OF A METAL WITNESS POST,
 HN0384'AND ABOUT 5 1/2 FEET ABOVE A SMALL DEPRESSION IN THE SANDSTONE WHICH
 HN0384'ON THE EAST SIDE OF THE BENCH MARK.  NOTE-- THIS MARK IS 0.95 MILE
 HN0384'SOUTHEAST OF AND ACROSS THE COLORADO RIVER FROM BENCH MARK B 142 WHICH
 HN0384'IS DESCRIBED FROM GLEN CANYON CITY, UTAH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0253 ***********************************************************************
 HN0253  DESIGNATION -  U 147
 HN0253  PID         -  HN0253
 HN0253  STATE/COUNTY-  UT/SAN JUAN
 HN0253  COUNTRY     -  US
 HN0253  USGS QUAD   -  NOKAI DOME (2017)
 HN0253
 HN0253                         *CURRENT SURVEY CONTROL
 HN0253  ______________________________________________________________________
 HN0253* NAD 83(1986) POSITION- 37 21 39.     (N) 110 34 49.     (W)   SCALED
 HN0253* NAVD 88 ORTHO HEIGHT -  1355.325 (meters)     4446.60  (feet) ADJUSTED
 HN0253  ______________________________________________________________________
 HN0253  GEOID HEIGHT    -        -22.255 (meters)                     GEOID18
 HN0253  DYNAMIC HEIGHT  -       1353.743 (meters)     4441.41  (feet) COMP
 HN0253  MODELED GRAVITY -    979,417.8   (mgal)                       NAVD 88
 HN0253
 HN0253  VERT ORDER      -  FIRST     CLASS II
 HN0253
 HN0253.The horizontal coordinates were scaled from a map and have
 HN0253.an estimated accuracy of +/- 6 seconds.
 HN0253
 HN0253.The orthometric height was determined by differential leveling and
 HN0253.adjusted by the NATIONAL GEODETIC SURVEY
 HN0253.in June 1991.
 HN0253
 HN0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0253.GEOID18 height accuracy estimate available here.
 HN0253
 HN0253.Click photographs - Photos may exist for this station.
 HN0253
 HN0253.The dynamic height is computed by dividing the NAVD 88
 HN0253.geopotential number by the normal gravity value computed on the
 HN0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0253.degrees latitude (g = 980.6199 gals.).
 HN0253
 HN0253.The modeled gravity was interpolated from observed gravity values.
 HN0253
 HN0253;                    North         East    Units  Estimated Accuracy
 HN0253;SPC UT S     - 3,077,440.      581,470.      MT  (+/- 180 meters Scaled)
 HN0253
 HN0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG371349(NAD 83)
 HN0253
 HN0253                          SUPERSEDED SURVEY CONTROL
 HN0253
 HN0253  NGVD 29 (??/??/92) 1354.271  (m)         4443.14   (f) ADJ UNCH    1 2
 HN0253
 HN0253.Superseded values are not recommended for survey control.
 HN0253
 HN0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0253.See file dsdata.pdf to determine how the superseded data were derived.
 HN0253
 HN0253_MARKER: DB = BENCH MARK DISK
 HN0253_SETTING: 66 = SET IN ROCK OUTCROP
 HN0253_STAMPING: U 147 1962
 HN0253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0253+STABILITY: POSITION/ELEVATION WELL
 HN0253
 HN0253  HISTORY     - Date     Condition        Report By
 HN0253  HISTORY     - 1962     MONUMENTED       CGS
 HN0253
 HN0253                          STATION DESCRIPTION
 HN0253
 HN0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0253'54.6 MI SW FROM FRY CANYON.
 HN0253'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0253'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0253'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0253'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0253'TRAIL ROAD.  77 YARDS NORTHEAST OF A TRAIL ROAD JUNCTION, 62 FEET
 HN0253'NORTHWEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A
 HN0253'SANDSTONE OUTCROP WHICH PROJECTS 7 FEET ABOVE THE ROAD, ON THE TOP AND
 HN0253'NEAR THE NORTHEAST END OF A SANDSTONE RIDGE, AND 29 FEET
 HN0253'WEST-NORTHWEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0302 ***********************************************************************
 HN0302  DESIGNATION -  U 148
 HN0302  PID         -  HN0302
 HN0302  STATE/COUNTY-  UT/SAN JUAN
 HN0302  COUNTRY     -  US
 HN0302  USGS QUAD   -  HALLS CROSSING (2017)
 HN0302
 HN0302                         *CURRENT SURVEY CONTROL
 HN0302  ______________________________________________________________________
 HN0302* NAD 83(2011) POSITION- 37 27 11.86373(N) 110 42 40.46800(W)   ADJUSTED
 HN0302* NAD 83(2011) ELLIP HT-  1173.035 (meters)        (06/27/12)   ADJUSTED
 HN0302* NAD 83(2011) EPOCH   -  2010.00
 HN0302* NAVD 88 ORTHO HEIGHT -  1195.593 (meters)     3922.54  (feet) ADJUSTED
 HN0302  ______________________________________________________________________
 HN0302  GEOID HEIGHT    -        -22.477 (meters)                     GEOID18
 HN0302  NAD 83(2011) X  - -1,793,221.154 (meters)                     COMP
 HN0302  NAD 83(2011) Y  - -4,742,807.734 (meters)                     COMP
 HN0302  NAD 83(2011) Z  -  3,858,163.746 (meters)                     COMP
 HN0302  LAPLACE CORR    -          1.81  (seconds)                    DEFLEC18
 HN0302  DYNAMIC HEIGHT  -       1194.271 (meters)     3918.20  (feet) COMP
 HN0302  MODELED GRAVITY -    979,485.2   (mgal)                       NAVD 88
 HN0302
 HN0302  VERT ORDER      -  FIRST     CLASS II
 HN0302
 HN0302  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HN0302  Standards:
 HN0302         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HN0302            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HN0302  -------------------------------------------------------------------
 HN0302  NETWORK    0.31   0.73           0.14   0.11   0.37      0.01481076
 HN0302  -------------------------------------------------------------------
 HN0302  Click here for local accuracies and other accuracy information.
 HN0302
 HN0302.The horizontal coordinates were established by GPS observations
 HN0302.and adjusted by the National Geodetic Survey in June 2012.
 HN0302
 HN0302.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HN0302.been affixed to the stable North American tectonic plate. See 
 HN0302.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HN0302
 HN0302.The horizontal coordinates are valid at the epoch date displayed above
 HN0302.which is a decimal equivalence of Year/Month/Day.
 HN0302
 HN0302.The orthometric height was determined by differential leveling and
 HN0302.adjusted by the NATIONAL GEODETIC SURVEY
 HN0302.in June 1991.
 HN0302
 HN0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0302.GEOID18 height accuracy estimate available here.
 HN0302
 HN0302.Click photographs - Photos may exist for this station.
 HN0302
 HN0302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HN0302
 HN0302.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0302
 HN0302.The ellipsoidal height was determined by GPS observations
 HN0302.and is referenced to NAD 83.
 HN0302
 HN0302.The dynamic height is computed by dividing the NAVD 88
 HN0302.geopotential number by the normal gravity value computed on the
 HN0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0302.degrees latitude (g = 980.6199 gals.).
 HN0302
 HN0302.The modeled gravity was interpolated from observed gravity values.
 HN0302
 HN0302. The following values were computed from the NAD 83(2011) position.
 HN0302
 HN0302;                    North         East     Units Scale Factor Converg.
 HN0302;SPC UT S     - 3,087,596.754   569,786.703   MT  0.99996787   +0 28 59.7
 HN0302;SPC UT S     -10,129,890.35  1,869,375.21   sFT  0.99996787   +0 28 59.7
 HN0302;UTM  12      - 4,145,198.976   525,539.337   MT  0.99960803   +0 10 32.2
 HN0302
 HN0302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0302!SPC UT S     -   0.99981596  x   0.99996787  =   0.99978383
 HN0302!UTM  12      -   0.99981596  x   0.99960803  =   0.99942406
 HN0302
 HN0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2553945198(NAD 83)
 HN0302
 HN0302                          SUPERSEDED SURVEY CONTROL
 HN0302
 HN0302  NAD 83(2007)-  37 27 11.86309(N)    110 42 40.46834(W) AD(2002.00) 0
 HN0302  ELLIP H (02/10/07) 1173.060  (m)                       GP(2002.00)    
 HN0302  NAD 83(1994)-  37 27 11.86283(N)    110 42 40.46805(W) AD(       ) B
 HN0302  ELLIP H (05/31/05) 1173.065  (m)                       GP(       ) 3 2
 HN0302  NAVD 88            1195.59   (m)         3922.5    (f) LEVELING    3  
 HN0302  NGVD 29 (??/??/92) 1194.587  (m)         3919.24   (f) ADJ UNCH    1 2
 HN0302
 HN0302.Superseded values are not recommended for survey control.
 HN0302
 HN0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0302.See file dsdata.pdf to determine how the superseded data were derived.
 HN0302
 HN0302_MARKER: DB = BENCH MARK DISK
 HN0302_SETTING: 66 = SET IN ROCK OUTCROP
 HN0302_STAMPING: U 148 1962
 HN0302_MARK LOGO: CGS
 HN0302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0302+STABILITY: POSITION/ELEVATION WELL
 HN0302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0302+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2018
 HN0302
 HN0302  HISTORY     - Date     Condition        Report By
 HN0302  HISTORY     - 1962     MONUMENTED       CGS
 HN0302  HISTORY     - 1973     GOOD             NPS
 HN0302  HISTORY     - 1973     GOOD             NPS
 HN0302  HISTORY     - 20041115 GOOD             NGS
 HN0302  HISTORY     - 20060510 GOOD             NGS
 HN0302  HISTORY     - 20180402 GOOD             REYENG
 HN0302
 HN0302                          STATION DESCRIPTION
 HN0302
 HN0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0302'62.55 MI SW FROM FRY CANYON.
 HN0302'12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE AT FRY
 HN0302'CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD. THENCE
 HN0302'15.0 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH CLAY HILLS
 HN0302'DIVIDE.  THENCE 15.55 MILES NORTHWEST ALONG A BULLDOZED ROAD LEADING
 HN0302'TO HALLS CROSSING ON THE COLORADO RIVER, 23.05 MILES WEST OF GREEN
 HN0302'WATER SPRING, 129 FEET SOUTH-SOUTHWEST OF A CURVE IN THE ROAD, 71.0
 HN0302'FEET WEST-SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE
 HN0302'LEVEL OF THE ROAD, AND SET IN THE TOP AND CENTER OF A 30X75 FEET EGG
 HN0302'SHAPED ROCK OUTCROP PROJECTING ABOUT 3 FEET ABOVE THE GROUND AT THE
 HN0302'HIGHEST POINT.
 HN0302
 HN0302                          STATION RECOVERY (1973)
 HN0302
 HN0302'RECOVERY NOTE BY NATIONAL PARK SERVICE 1973
 HN0302'RECOVERED IN GOOD CONDITION.
 HN0302
 HN0302                          STATION RECOVERY (1973)
 HN0302
 HN0302'RECOVERY NOTE BY NATIONAL PARK SERVICE 1973
 HN0302'RECOVERED IN GOOD CONDITION.
 HN0302
 HN0302                          STATION RECOVERY (2004)
 HN0302
 HN0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DHM)
 HN0302'STATION IS ESSENTIALLY AT THE ENTRANCE TO HALLS CROSSING (GLEN CANYON
 HN0302'NATIONAL RECREATION AREA) JUST NORTH OF THE BOUNDARY FENCE.  TO REACH
 HN0302'THE STATION FROM UTAH HIGHWAY 276 WHILE WEST BOUND, PROCEED TO A
 HN0302'NATIONAL PARK SERVICE SERVICE ROAD (UNPAVED) IMMEDIATELY PAST THE
 HN0302'ENTRANCE SIGN TO GLEN CANYON NATIONAL RECREATION AREA, TURN RIGHT
 HN0302'(NORTHERLY) ONTO THE ROAD, PROCEED UP THE ROAD 0.1 MILES TO THE CREST
 HN0302'OF THE HILL AND THE STATION ON THE LEFT.
 HN0302
 HN0302                          STATION RECOVERY (2006)
 HN0302
 HN0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DHM)
 HN0302'RECOVERED AS DESCRIBED.
 HN0302
 HN0302                          STATION RECOVERY (2018)
 HN0302
 HN0302'RECOVERY NOTE BY REY ENGINEERS INC 2018 (CO)
 HN0302'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0223 ***********************************************************************
 HN0223  DESIGNATION -  U 149
 HN0223  PID         -  HN0223
 HN0223  STATE/COUNTY-  UT/SAN JUAN
 HN0223  COUNTRY     -  US
 HN0223  USGS QUAD   -  WILSON CREEK (2017)
 HN0223
 HN0223                         *CURRENT SURVEY CONTROL
 HN0223  ______________________________________________________________________
 HN0223* NAD 83(1986) POSITION- 37 14 28.     (N) 110 45 17.     (W)   SCALED
 HN0223* NAVD 88 ORTHO HEIGHT -  1492.262 (meters)     4895.86  (feet) ADJUSTED
 HN0223  ______________________________________________________________________
 HN0223  GEOID HEIGHT    -        -22.516 (meters)                     GEOID18
 HN0223  DYNAMIC HEIGHT  -       1490.577 (meters)     4890.33  (feet) COMP
 HN0223  MODELED GRAVITY -    979,449.9   (mgal)                       NAVD 88
 HN0223
 HN0223  VERT ORDER      -  FIRST     CLASS II
 HN0223
 HN0223.The horizontal coordinates were scaled from a map and have
 HN0223.an estimated accuracy of +/- 6 seconds.
 HN0223
 HN0223.The orthometric height was determined by differential leveling and
 HN0223.adjusted by the NATIONAL GEODETIC SURVEY
 HN0223.in June 1991.
 HN0223
 HN0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0223.GEOID18 height accuracy estimate available here.
 HN0223
 HN0223.Click photographs - Photos may exist for this station.
 HN0223
 HN0223.The dynamic height is computed by dividing the NAVD 88
 HN0223.geopotential number by the normal gravity value computed on the
 HN0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0223.degrees latitude (g = 980.6199 gals.).
 HN0223
 HN0223.The modeled gravity was interpolated from observed gravity values.
 HN0223
 HN0223;                    North         East    Units  Estimated Accuracy
 HN0223;SPC UT S     - 3,064,020.      566,130.      MT  (+/- 180 meters Scaled)
 HN0223
 HN0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG217216(NAD 83)
 HN0223
 HN0223                          SUPERSEDED SURVEY CONTROL
 HN0223
 HN0223  NGVD 29 (??/??/92) 1491.284  (m)         4892.65   (f) ADJ UNCH    1 2
 HN0223
 HN0223.Superseded values are not recommended for survey control.
 HN0223
 HN0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0223.See file dsdata.pdf to determine how the superseded data were derived.
 HN0223
 HN0223_MARKER: DB = BENCH MARK DISK
 HN0223_SETTING: 66 = SET IN ROCK OUTCROP
 HN0223_STAMPING: U 149 1962
 HN0223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0223+STABILITY: POSITION/ELEVATION WELL
 HN0223
 HN0223  HISTORY     - Date     Condition        Report By
 HN0223  HISTORY     - 1962     MONUMENTED       CGS
 HN0223
 HN0223                          STATION DESCRIPTION
 HN0223
 HN0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0223'72.95 MI SW FROM FRY CANYON.
 HN0223'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0223'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0223'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0223'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0223'TRAIL ROAD.  THENCE 18.35 MILES SOUTHWEST ALONG A TRAIL ROAD.  65 FEET
 HN0223'SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A ROCK
 HN0223'OUTCROP WHICH IS FLUSH WITH THE GROUND, 0.05 MILE WEST OF THE JUNCTION
 HN0223'OF THE TRAIL ROAD AND A TRAIL ROAD LEADING NORTH TO AN AIRPORT, 147
 HN0223'FEET SOUTHWEST OF A CURVE IN THE ROAD, 3.0 FEET SOUTH OF A CAIRN, AND
 HN0223'ABOUT 15 FEET ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0148 ***********************************************************************
 HN0148  DESIGNATION -  U 150
 HN0148  PID         -  HN0148
 HN0148  STATE/COUNTY-  UT/SAN JUAN
 HN0148  COUNTRY     -  US
 HN0148  USGS QUAD   -  MIKES MESA (2017)
 HN0148
 HN0148                         *CURRENT SURVEY CONTROL
 HN0148  ______________________________________________________________________
 HN0148* NAD 83(1986) POSITION- 37 15 23.     (N) 110 23 31.     (W)   SCALED
 HN0148* NAVD 88 ORTHO HEIGHT -  1196.389 (meters)     3925.15  (feet) ADJUSTED
 HN0148  ______________________________________________________________________
 HN0148  GEOID HEIGHT    -        -21.773 (meters)                     GEOID18
 HN0148  DYNAMIC HEIGHT  -       1195.113 (meters)     3920.97  (feet) COMP
 HN0148  MODELED GRAVITY -    979,523.7   (mgal)                       NAVD 88
 HN0148
 HN0148  VERT ORDER      -  FIRST     CLASS II
 HN0148
 HN0148.The horizontal coordinates were scaled from a map and have
 HN0148.an estimated accuracy of +/- 6 seconds.
 HN0148
 HN0148.The orthometric height was determined by differential leveling and
 HN0148.adjusted by the NATIONAL GEODETIC SURVEY
 HN0148.in June 1991.
 HN0148
 HN0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0148.GEOID18 height accuracy estimate available here.
 HN0148
 HN0148.Click photographs - Photos may exist for this station.
 HN0148
 HN0148.The dynamic height is computed by dividing the NAVD 88
 HN0148.geopotential number by the normal gravity value computed on the
 HN0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0148.degrees latitude (g = 980.6199 gals.).
 HN0148
 HN0148.The modeled gravity was interpolated from observed gravity values.
 HN0148
 HN0148;                    North         East    Units  Estimated Accuracy
 HN0148;SPC UT S     - 3,066,030.      598,300.      MT  (+/- 180 meters Scaled)
 HN0148
 HN0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG539234(NAD 83)
 HN0148
 HN0148                          SUPERSEDED SURVEY CONTROL
 HN0148
 HN0148  NGVD 29 (??/??/92) 1195.532  (m)         3922.34   (f) ADJ UNCH    1 2
 HN0148
 HN0148.Superseded values are not recommended for survey control.
 HN0148
 HN0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0148.See file dsdata.pdf to determine how the superseded data were derived.
 HN0148
 HN0148_MARKER: DB = BENCH MARK DISK
 HN0148_SETTING: 66 = SET IN ROCK OUTCROP
 HN0148_STAMPING: U 150 1962
 HN0148_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0148+STABILITY: POSITION/ELEVATION WELL
 HN0148
 HN0148  HISTORY     - Date     Condition        Report By
 HN0148  HISTORY     - 1962     MONUMENTED       CGS
 HN0148
 HN0148                          STATION DESCRIPTION
 HN0148
 HN0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0148'21.35 MI NW FROM OLJATO.
 HN0148'ABOUT 17.15 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0148'FROM THE TRADING POST AT OLJATO.  THENCE 4.2 MILES NORTHEAST ACROSS
 HN0148'COUNTRY BY FOOT ONLY TOWARDS THE SAN JUAN RIVER, ABOUT 0.1 MILE NORTH
 HN0148'OF A SMALL HILL, ABOUT 300 FEET SOUTH OF A ROCK LEDGE OF A MESA, 84.0
 HN0148'FEET SOUTHEAST OF A ROCK CAIRN WHICH IS PAINTED WHITE, AND SET IN
 HN0148'BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0416 ***********************************************************************
 HN0416  DESIGNATION -  U 151
 HN0416  PID         -  HN0416
 HN0416  STATE/COUNTY-  UT/KANE
 HN0416  COUNTRY     -  US
 HN0416  USGS QUAD   -  SMOKY HOLLOW (2017)
 HN0416
 HN0416                         *CURRENT SURVEY CONTROL
 HN0416  ______________________________________________________________________
 HN0416* NAD 83(1986) POSITION- 37 07 36.2    (N) 111 25 43.8    (W)   HD_HELD2
 HN0416* NAVD 88 ORTHO HEIGHT -  1311.885 (meters)     4304.08  (feet) ADJUSTED
 HN0416  ______________________________________________________________________
 HN0416  GEOID HEIGHT    -        -23.206 (meters)                     GEOID18
 HN0416  DYNAMIC HEIGHT  -       1310.378 (meters)     4299.13  (feet) COMP
 HN0416  MODELED GRAVITY -    979,437.9   (mgal)                       NAVD 88
 HN0416
 HN0416  VERT ORDER      -  FIRST     CLASS II
 HN0416
 HN0416.The horizontal coordinates were established by autonomous hand held GPS
 HN0416.observations and have an estimated accuracy of +/- 10 meters.
 HN0416
 HN0416.The orthometric height was determined by differential leveling and
 HN0416.adjusted by the NATIONAL GEODETIC SURVEY
 HN0416.in June 1991.
 HN0416
 HN0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0416.GEOID18 height accuracy estimate available here.
 HN0416
 HN0416.Click photographs - Photos may exist for this station.
 HN0416
 HN0416.The dynamic height is computed by dividing the NAVD 88
 HN0416.geopotential number by the normal gravity value computed on the
 HN0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0416.degrees latitude (g = 980.6199 gals.).
 HN0416
 HN0416.The modeled gravity was interpolated from observed gravity values.
 HN0416
 HN0416;                    North         East    Units  Estimated Accuracy
 HN0416;SPC UT S     - 3,051,061.      506,324.      MT  (+/- 10 meters HH2 GPS)
 HN0416
 HN0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG6190709016(NAD 83)
 HN0416
 HN0416                          SUPERSEDED SURVEY CONTROL
 HN0416
 HN0416  NGVD 29 (??/??/92) 1310.945  (m)         4300.99   (f) ADJ UNCH    1 2
 HN0416
 HN0416.Superseded values are not recommended for survey control.
 HN0416
 HN0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0416.See file dsdata.pdf to determine how the superseded data were derived.
 HN0416
 HN0416_MARKER: DB = BENCH MARK DISK
 HN0416_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0416_STAMPING: U 151 1962
 HN0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0416
 HN0416  HISTORY     - Date     Condition        Report By
 HN0416  HISTORY     - 1962     MONUMENTED       CGS
 HN0416  HISTORY     - 1979     GOOD             USGS
 HN0416  HISTORY     - 1979     GOOD             USGS
 HN0416
 HN0416                          STATION DESCRIPTION
 HN0416
 HN0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0416'18.25 MI E FROM GLEN CANYON CITY.
 HN0416'ABOUT 18.25 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0416'SERVICE STATION AT GLEN CANYON CITY, ABOUT 0.4 MILE SOUTH OF A BUTTE,
 HN0416'0.2 MILE EAST OF A ROAD JUNCTION, 0.2 MILE NORTH OF THE HEAD OF A
 HN0416'ROCKY WASH, 48 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 2.8 FEET
 HN0416'NORTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 HN0416'ROAD, AND SET IN THE TOP OF A 6-INCH CONCRETE PIPE WHICH IS FILLED
 HN0416'WITH CONCRETE AND EMBEDDED IN CONCRETE AND WHICH PROJECTS ABOUT 6
 HN0416'INCHES ABOVE THE GROUND.
 HN0416
 HN0416                          STATION RECOVERY (1979)
 HN0416
 HN0416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HN0416'TO REACH FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E. ON
 HN0416'GRAIDED DIRT ROAD FOR 13.7 MILES TO ROAD FORK WITH SIGN ESCALANTE 88
 HN0416'MI. AND GRAND BENCH 27 MI., GO RIGHT E. ON DIRT ROAD FOR 3.2 MI. TO
 HN0416'ROAD FORK, GO RIGHT SE ON ROAD FOR 0.5 MILE TO BM SITE. 46 FT. SW OF
 HN0416'CTR. ROAD, SET IN TOP OF A CONCRETE PIPE.
 HN0416
 HN0416                          STATION RECOVERY (1979)
 HN0416
 HN0416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HN0416'TO REACH FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY, GO E. ON
 HN0416'GRAIDED DIRT ROAD FOR 13.7 MILES TO ROAD FORK WITH SIGN ESCALANTE 88
 HN0416'MI. AND GRAND BENCH 27 MI., GO RIGHT E. ON DIRT ROAD FOR 3.2 MI. TO
 HN0416'ROAD FORK, GO RIGHT SE ON ROAD FOR 0.5 MILE TO BM SITE. 46 FT. SW OF
 HN0416'CTR. ROAD, SET IN TOP OF A CONCRETE PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0381 ***********************************************************************
 HN0381  DESIGNATION -  U 152
 HN0381  PID         -  HN0381
 HN0381  STATE/COUNTY-  UT/KANE
 HN0381  COUNTRY     -  US
 HN0381  USGS QUAD   -  NAVAJO POINT (2017)
 HN0381
 HN0381                         *CURRENT SURVEY CONTROL
 HN0381  ______________________________________________________________________
 HN0381* NAD 83(1986) POSITION- 37 07 59.     (N) 111 01 31.     (W)   SCALED
 HN0381* NAVD 88 ORTHO HEIGHT -  1257.843 (meters)     4126.77  (feet) ADJUSTED
 HN0381  ______________________________________________________________________
 HN0381  GEOID HEIGHT    -        -22.930 (meters)                     GEOID18
 HN0381  DYNAMIC HEIGHT  -       1256.298 (meters)     4121.70  (feet) COMP
 HN0381  MODELED GRAVITY -    979,361.5   (mgal)                       NAVD 88
 HN0381
 HN0381  VERT ORDER      -  FIRST     CLASS II
 HN0381
 HN0381.The horizontal coordinates were scaled from a map and have
 HN0381.an estimated accuracy of +/- 6 seconds.
 HN0381
 HN0381.The orthometric height was determined by differential leveling and
 HN0381.adjusted by the NATIONAL GEODETIC SURVEY
 HN0381.in June 1991.
 HN0381
 HN0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0381.GEOID18 height accuracy estimate available here.
 HN0381
 HN0381.Click photographs - Photos may exist for this station.
 HN0381
 HN0381.The dynamic height is computed by dividing the NAVD 88
 HN0381.geopotential number by the normal gravity value computed on the
 HN0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0381.degrees latitude (g = 980.6199 gals.).
 HN0381
 HN0381.The modeled gravity was interpolated from observed gravity values.
 HN0381
 HN0381;                    North         East    Units  Estimated Accuracy
 HN0381;SPC UT S     - 3,051,870.      542,180.      MT  (+/- 180 meters Scaled)
 HN0381
 HN0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG977096(NAD 83)
 HN0381
 HN0381                          SUPERSEDED SURVEY CONTROL
 HN0381
 HN0381  NGVD 29 (??/??/92) 1256.748  (m)         4123.18   (f) ADJ UNCH    1 2
 HN0381
 HN0381.Superseded values are not recommended for survey control.
 HN0381
 HN0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0381.See file dsdata.pdf to determine how the superseded data were derived.
 HN0381
 HN0381_MARKER: DB = BENCH MARK DISK
 HN0381_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HN0381_SP_SET: UNSPEC. ROCK
 HN0381_STAMPING: JUNE 1962
 HN0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0381
 HN0381  HISTORY     - Date     Condition        Report By
 HN0381  HISTORY     - 1962     MONUMENTED       CGS
 HN0381
 HN0381                          STATION DESCRIPTION
 HN0381
 HN0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0381'20.9 MI SW FROM HOLE IN THE ROCK.
 HN0381'ABOUT 20.9 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK.
 HN0381'ABOUT 0.4 MILE NORTH OF A SHARP POINT IN A CLIFF, ABOUT 0.2 MILE
 HN0381'NORTHEAST OF THE BASE OF A CLIFF, SET IN THE TOP OF A ROCK ON THE
 HN0381'SOUTHWEST SIDE OF A CANYON, AND 8.5 FEET SOUTHWEST OF A METAL WITNESS
 HN0381'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0452 ***********************************************************************
 HN0452  DESIGNATION -  U 153
 HN0452  PID         -  HN0452
 HN0452  STATE/COUNTY-  UT/KANE
 HN0452  COUNTRY     -  US
 HN0452  USGS QUAD   -  NAVAJO POINT (2017)
 HN0452
 HN0452                         *CURRENT SURVEY CONTROL
 HN0452  ______________________________________________________________________
 HN0452* NAD 83(1986) POSITION- 37 09 55.     (N) 111 02 55.     (W)   SCALED
 HN0452* NAVD 88 ORTHO HEIGHT -  1821.190 (meters)     5975.02  (feet) ADJUSTED
 HN0452  ______________________________________________________________________
 HN0452  GEOID HEIGHT    -        -22.812 (meters)                     GEOID18
 HN0452  DYNAMIC HEIGHT  -       1818.939 (meters)     5967.64  (feet) COMP
 HN0452  MODELED GRAVITY -    979,330.3   (mgal)                       NAVD 88
 HN0452
 HN0452  VERT ORDER      -  FIRST     CLASS II
 HN0452
 HN0452.The horizontal coordinates were scaled from a map and have
 HN0452.an estimated accuracy of +/- 6 seconds.
 HN0452
 HN0452.The orthometric height was determined by differential leveling and
 HN0452.adjusted by the NATIONAL GEODETIC SURVEY
 HN0452.in June 1991.
 HN0452
 HN0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0452.GEOID18 height accuracy estimate available here.
 HN0452
 HN0452.Click photographs - Photos may exist for this station.
 HN0452
 HN0452.The dynamic height is computed by dividing the NAVD 88
 HN0452.geopotential number by the normal gravity value computed on the
 HN0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0452.degrees latitude (g = 980.6199 gals.).
 HN0452
 HN0452.The modeled gravity was interpolated from observed gravity values.
 HN0452
 HN0452;                    North         East    Units  Estimated Accuracy
 HN0452;SPC UT S     - 3,055,430.      540,090.      MT  (+/- 180 meters Scaled)
 HN0452
 HN0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG956132(NAD 83)
 HN0452
 HN0452                          SUPERSEDED SURVEY CONTROL
 HN0452
 HN0452  NGVD 29 (??/??/92) 1820.150  (m)         5971.61   (f) ADJ UNCH    1 2
 HN0452
 HN0452.Superseded values are not recommended for survey control.
 HN0452
 HN0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0452.See file dsdata.pdf to determine how the superseded data were derived.
 HN0452
 HN0452_MARKER: DB = BENCH MARK DISK
 HN0452_SETTING: 80 = SET IN A BOULDER
 HN0452_STAMPING: U 153 1962
 HN0452_MARK LOGO: CGS
 HN0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0452+STABILITY: SURFACE MOTION
 HN0452
 HN0452  HISTORY     - Date     Condition        Report By
 HN0452  HISTORY     - 1962     MONUMENTED       CGS
 HN0452
 HN0452                          STATION DESCRIPTION
 HN0452
 HN0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0452'20.9 MI SW FROM HOLE-IN-THE-ROCK.
 HN0452'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0452'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0452'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0452'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0452'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 1.5
 HN0452'MILES SOUTHWEST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A
 HN0452'COW PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF
 HN0452'A HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0452'CLIFFS.  THENCE 2.4 MILES SOUTH-SOUTHEAST ALONG A COW PATH.  THENCE
 HN0452'3.1 MILES SOUTH ACROSS ROCKY COUNTRY TOWARDS NAVAJO POINT.  THENCE 3.0
 HN0452'MILES NORTHWEST ALONG A COW PATH AND AROUND NAVAJO POINT.  THENCE 0.65
 HN0452'MILE SOUTHWEST DOWNHILL AND ACROSS ROCKY COUNTRY LEADING TO BILLIE
 HN0452'FLAT TOP, WEST OF NAVAJO POINT, ON THE CREST OF A RIDGE, 2.5 FEET EAST
 HN0452'OF A METAL WITNESS POST, AND SET IN THE TOP OF A BOULDER WHICH
 HN0452'PROJECTS ABOUT 16-INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0323 ***********************************************************************
 MS0323  DESIGNATION -  U 154
 MS0323  PID         -  MS0323
 MS0323  STATE/COUNTY-  UT/BOX ELDER
 MS0323  COUNTRY     -  US
 MS0323  USGS QUAD   -  GROOME (2017)
 MS0323
 MS0323                         *CURRENT SURVEY CONTROL
 MS0323  ______________________________________________________________________
 MS0323* NAD 83(1986) POSITION- 41 17 16.     (N) 113 22 20.     (W)   SCALED
 MS0323* NAVD 88 ORTHO HEIGHT -  1286.291 (meters)     4220.11  (feet) ADJUSTED
 MS0323  ______________________________________________________________________
 MS0323  GEOID HEIGHT    -        -16.903 (meters)                     GEOID18
 MS0323  DYNAMIC HEIGHT  -       1285.395 (meters)     4217.17  (feet) COMP
 MS0323  MODELED GRAVITY -    979,882.3   (mgal)                       NAVD 88
 MS0323
 MS0323  VERT ORDER      -  SECOND    CLASS 0
 MS0323
 MS0323.The horizontal coordinates were scaled from a map and have
 MS0323.an estimated accuracy of +/- 6 seconds.
 MS0323
 MS0323.The orthometric height was determined by differential leveling and
 MS0323.adjusted by the NATIONAL GEODETIC SURVEY
 MS0323.in June 1991.
 MS0323
 MS0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0323.GEOID18 height accuracy estimate available here.
 MS0323
 MS0323.Click photographs - Photos may exist for this station.
 MS0323
 MS0323.The dynamic height is computed by dividing the NAVD 88
 MS0323.geopotential number by the normal gravity value computed on the
 MS0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0323.degrees latitude (g = 980.6199 gals.).
 MS0323
 MS0323.The modeled gravity was interpolated from observed gravity values.
 MS0323
 MS0323;                    North         East    Units  Estimated Accuracy
 MS0323;SPC UT N     - 1,107,680.      343,190.      MT  (+/- 180 meters Scaled)
 MS0323
 MS0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL013734(NAD 83)
 MS0323
 MS0323                          SUPERSEDED SURVEY CONTROL
 MS0323
 MS0323  NGVD 29 (??/??/92) 1285.304  (m)         4216.87   (f) ADJ UNCH    2 0
 MS0323
 MS0323.Superseded values are not recommended for survey control.
 MS0323
 MS0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0323.See file dsdata.pdf to determine how the superseded data were derived.
 MS0323
 MS0323_MARKER: DB = BENCH MARK DISK
 MS0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0323_STAMPING: U 154 1966
 MS0323_MARK LOGO: CGS
 MS0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0323+STABILITY: SURFACE MOTION
 MS0323
 MS0323  HISTORY     - Date     Condition        Report By
 MS0323  HISTORY     - 1966     MONUMENTED       CGS
 MS0323
 MS0323                          STATION DESCRIPTION
 MS0323
 MS0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0323'13.2 MI W FROM HOGUP.
 MS0323'13.2 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STOCK
 MS0323'PENS AT HOGUP, 2 FEET WEST OF THE SEVENTH POLE WEST OF MILE POST 708,
 MS0323'58.4 FEET NORTH OF THE NORTH RAIL, 1.8 FEET EAST OF A WITNESS POST,
 MS0323'ABOUT 6 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST
 MS0323'PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0405 ***********************************************************************
 MS0405  DESIGNATION -  U 155
 MS0405  PID         -  MS0405
 MS0405  STATE/COUNTY-  UT/BOX ELDER
 MS0405  COUNTRY     -  US
 MS0405  USGS QUAD   -  PIGEON MOUNTAIN (2017)
 MS0405
 MS0405                         *CURRENT SURVEY CONTROL
 MS0405  ______________________________________________________________________
 MS0405* NAD 83(1986) POSITION- 41 20 19.     (N) 113 51 40.     (W)   SCALED
 MS0405* NAVD 88 ORTHO HEIGHT -  1349.690 (meters)     4428.11  (feet) ADJUSTED
 MS0405  ______________________________________________________________________
 MS0405  GEOID HEIGHT    -        -16.834 (meters)                     GEOID18
 MS0405  DYNAMIC HEIGHT  -       1348.724 (meters)     4424.94  (feet) COMP
 MS0405  MODELED GRAVITY -    979,860.7   (mgal)                       NAVD 88
 MS0405
 MS0405  VERT ORDER      -  SECOND    CLASS 0
 MS0405
 MS0405.The horizontal coordinates were scaled from a map and have
 MS0405.an estimated accuracy of +/- 6 seconds.
 MS0405
 MS0405.The orthometric height was determined by differential leveling and
 MS0405.adjusted by the NATIONAL GEODETIC SURVEY
 MS0405.in June 1991.
 MS0405
 MS0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0405.GEOID18 height accuracy estimate available here.
 MS0405
 MS0405.Click photographs - Photos may exist for this station.
 MS0405
 MS0405.The dynamic height is computed by dividing the NAVD 88
 MS0405.geopotential number by the normal gravity value computed on the
 MS0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0405.degrees latitude (g = 980.6199 gals.).
 MS0405
 MS0405.The modeled gravity was interpolated from observed gravity values.
 MS0405
 MS0405;                    North         East    Units  Estimated Accuracy
 MS0405;SPC UT N     - 1,114,320.      302,400.      MT  (+/- 180 meters Scaled)
 MS0405
 MS0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL605802(NAD 83)
 MS0405
 MS0405                          SUPERSEDED SURVEY CONTROL
 MS0405
 MS0405  NGVD 29 (??/??/92) 1348.67   (m)         4424.8    (f) COMPUTED    2 0
 MS0405
 MS0405.Superseded values are not recommended for survey control.
 MS0405
 MS0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0405.See file dsdata.pdf to determine how the superseded data were derived.
 MS0405
 MS0405_MARKER: DB = BENCH MARK DISK
 MS0405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0405_SP_SET: ABUTMENT
 MS0405_STAMPING: U 155 1966
 MS0405_MARK LOGO: CGS
 MS0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0405
 MS0405  HISTORY     - Date     Condition        Report By
 MS0405  HISTORY     - 1966     MONUMENTED       CGS
 MS0405
 MS0405                          STATION DESCRIPTION
 MS0405
 MS0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0405'2.75 MI E FROM LUCIN.
 MS0405'2.75 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE CROSSING
 MS0405'OF STATE HIGHWAY 70 AT LUCIN, IN THE TOP AND 1.9 FEET SOUTH OF THE
 MS0405'NORTH END OF THE EAST ABUTMENT OF BRIDGE 682.14, 7.0 FEET NORTH OF THE
 MS0405'NORTH RAIL AND ABOUT 2 1/2 FEET LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0313 ***********************************************************************
 LO0313  DESIGNATION -  U 159
 LO0313  PID         -  LO0313
 LO0313  STATE/COUNTY-  UT/WASATCH
 LO0313  COUNTRY     -  US
 LO0313  USGS QUAD   -  SOAPSTONE BASIN (2017)
 LO0313
 LO0313                         *CURRENT SURVEY CONTROL
 LO0313  ______________________________________________________________________
 LO0313* NAD 83(1986) POSITION- 40 31 05.     (N) 111 02 20.     (W)   SCALED
 LO0313* NAVD 88 ORTHO HEIGHT -  2626.006 (meters)     8615.49  (feet) ADJUSTED
 LO0313  ______________________________________________________________________
 LO0313  GEOID HEIGHT    -        -14.084 (meters)                     GEOID18
 LO0313  DYNAMIC HEIGHT  -       2623.242 (meters)     8606.42  (feet) COMP
 LO0313  MODELED GRAVITY -    979,476.3   (mgal)                       NAVD 88
 LO0313
 LO0313  VERT ORDER      -  SECOND    CLASS 0
 LO0313
 LO0313.The horizontal coordinates were scaled from a map and have
 LO0313.an estimated accuracy of +/- 6 seconds.
 LO0313
 LO0313.The orthometric height was determined by differential leveling and
 LO0313.adjusted by the NATIONAL GEODETIC SURVEY
 LO0313.in June 1991.
 LO0313
 LO0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0313.GEOID18 height accuracy estimate available here.
 LO0313
 LO0313.Click photographs - Photos may exist for this station.
 LO0313
 LO0313.The dynamic height is computed by dividing the NAVD 88
 LO0313.geopotential number by the normal gravity value computed on the
 LO0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0313.degrees latitude (g = 980.6199 gals.).
 LO0313
 LO0313.The modeled gravity was interpolated from observed gravity values.
 LO0313
 LO0313;                    North         East    Units  Estimated Accuracy
 LO0313;SPC UT C     - 2,242,650.      539,080.      MT  (+/- 180 meters Scaled)
 LO0313
 LO0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK967852(NAD 83)
 LO0313
 LO0313                          SUPERSEDED SURVEY CONTROL
 LO0313
 LO0313  NGVD 29 (??/??/92) 2624.550  (m)         8610.71   (f) ADJ UNCH    2 0
 LO0313
 LO0313.Superseded values are not recommended for survey control.
 LO0313
 LO0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0313.See file dsdata.pdf to determine how the superseded data were derived.
 LO0313
 LO0313_MARKER: DB = BENCH MARK DISK
 LO0313_SETTING: 80 = SET IN A BOULDER
 LO0313_STAMPING: U 159 1962
 LO0313_MARK LOGO: CGS
 LO0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0313+STABILITY: SURFACE MOTION
 LO0313
 LO0313  HISTORY     - Date     Condition        Report By
 LO0313  HISTORY     - 1962     MONUMENTED       CGS
 LO0313
 LO0313                          STATION DESCRIPTION
 LO0313
 LO0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0313'22.25 MI SE FROM KAMAS.
 LO0313'14.95 MILES EAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0313'HIGHWAY 189 ALTERNATE AT KAMAS, THENCE 7.3 MILES SOUTH ALONG A DIRT
 LO0313'ROAD, 0.65 MILE NORTH OF BENCH MARK P 105 ON LINE DUCHESNE TO WANSHIP,
 LO0313'AT THE TOP OF A STEEP GRADE, AT A SHARP CURVE, IN THE TOP OF A 2 1/2-
 LO0313'BY 3-FOOT BOULDER, 47 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4
 LO0313'FEET NORTH OF A WITNESS POST, ABOUT 7 FEET HIGHER THEN THE ROAD SOUTH
 LO0313'AND LEVEL WITH THE ROAD WEST, AND ABOUT 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0054 ***********************************************************************
 KN0054  DESIGNATION -  U 16
 KN0054  PID         -  KN0054
 KN0054  STATE/COUNTY-  UT/CARBON
 KN0054  COUNTRY     -  US
 KN0054  USGS QUAD   -  OLSEN RESERVOIR (2017)
 KN0054
 KN0054                         *CURRENT SURVEY CONTROL
 KN0054  ______________________________________________________________________
 KN0054* NAD 83(1986) POSITION- 39 29 40.     (N) 110 38 45.     (W)   SCALED
 KN0054* NAVD 88 ORTHO HEIGHT -  1632.406 (meters)     5355.65  (feet) ADJUSTED
 KN0054  ______________________________________________________________________
 KN0054  GEOID HEIGHT    -        -17.532 (meters)                     GEOID18
 KN0054  DYNAMIC HEIGHT  -       1630.817 (meters)     5350.44  (feet) COMP
 KN0054  MODELED GRAVITY -    979,596.0   (mgal)                       NAVD 88
 KN0054
 KN0054  VERT ORDER      -  FIRST     CLASS II
 KN0054
 KN0054.The horizontal coordinates were scaled from a map and have
 KN0054.an estimated accuracy of +/- 6 seconds.
 KN0054
 KN0054.The orthometric height was determined by differential leveling and
 KN0054.adjusted by the NATIONAL GEODETIC SURVEY
 KN0054.in June 1991.
 KN0054
 KN0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0054.GEOID18 height accuracy estimate available here.
 KN0054
 KN0054.Click photographs - Photos may exist for this station.
 KN0054
 KN0054.The dynamic height is computed by dividing the NAVD 88
 KN0054.geopotential number by the normal gravity value computed on the
 KN0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0054.degrees latitude (g = 980.6199 gals.).
 KN0054
 KN0054.The modeled gravity was interpolated from observed gravity values.
 KN0054
 KN0054;                    North         East    Units  Estimated Accuracy
 KN0054;SPC UT C     - 2,129,260.      573,470.      MT  (+/- 180 meters Scaled)
 KN0054
 KN0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ304717(NAD 83)
 KN0054
 KN0054                          SUPERSEDED SURVEY CONTROL
 KN0054
 KN0054  NGVD 29 (??/??/92) 1631.361  (m)         5352.22   (f) ADJ UNCH    1 2
 KN0054
 KN0054.Superseded values are not recommended for survey control.
 KN0054
 KN0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0054.See file dsdata.pdf to determine how the superseded data were derived.
 KN0054
 KN0054_MARKER: DB = BENCH MARK DISK
 KN0054_SETTING: 66 = SET IN ROCK OUTCROP
 KN0054_STAMPING: U 16 1927
 KN0054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0054+STABILITY: POSITION/ELEVATION WELL
 KN0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0054+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2014
 KN0054
 KN0054  HISTORY     - Date     Condition        Report By
 KN0054  HISTORY     - 1927     MONUMENTED       CGS
 KN0054  HISTORY     - 1970     GOOD             USGS
 KN0054  HISTORY     - 20140305 GOOD             INDIV
 KN0054
 KN0054                          STATION DESCRIPTION
 KN0054
 KN0054'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KN0054'4.0 MI NW FROM MOUNDS.
 KN0054'IN CARBON COUNTY, 4.0 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE
 KN0054'RAILROAD FROM MOUNDS, 225 FEET SOUTHWEST OF A BRIDGE AND 150 FEET
 KN0054'SOUTHWEST OF THE CENTERLINE OF THE TRACK AND IN A ROCK LEDGE FLUSH
 KN0054'WITH THE GROUND.
 KN0054
 KN0054                          STATION RECOVERY (2014)
 KN0054
 KN0054'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (BG)
 KN0054'FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0187 ***********************************************************************
 LO0187  DESIGNATION -  U 160
 LO0187  PID         -  LO0187
 LO0187  STATE/COUNTY-  UT/SUMMIT
 LO0187  COUNTRY     -  US
 LO0187  USGS QUAD   -  WHITNEY RESERVOIR (2017)
 LO0187
 LO0187                         *CURRENT SURVEY CONTROL
 LO0187  ______________________________________________________________________
 LO0187* NAD 83(1986) POSITION- 40 47 14.     (N) 110 53 10.     (W)   SCALED
 LO0187* NAVD 88 ORTHO HEIGHT -  2785.582 (meters)     9139.03  (feet) ADJUSTED
 LO0187  ______________________________________________________________________
 LO0187  GEOID HEIGHT    -        -12.925 (meters)                     GEOID18
 LO0187  DYNAMIC HEIGHT  -       2782.640 (meters)     9129.38  (feet) COMP
 LO0187  MODELED GRAVITY -    979,466.3   (mgal)                       NAVD 88
 LO0187
 LO0187  VERT ORDER      -  SECOND    CLASS 0
 LO0187
 LO0187.The horizontal coordinates were scaled from a map and have
 LO0187.an estimated accuracy of +/- 6 seconds.
 LO0187
 LO0187.The orthometric height was determined by differential leveling and
 LO0187.adjusted by the NATIONAL GEODETIC SURVEY
 LO0187.in June 1991.
 LO0187
 LO0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0187.GEOID18 height accuracy estimate available here.
 LO0187
 LO0187.Click photographs - Photos may exist for this station.
 LO0187
 LO0187.The dynamic height is computed by dividing the NAVD 88
 LO0187.geopotential number by the normal gravity value computed on the
 LO0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0187.degrees latitude (g = 980.6199 gals.).
 LO0187
 LO0187.The modeled gravity was interpolated from observed gravity values.
 LO0187
 LO0187;                    North         East    Units  Estimated Accuracy
 LO0187;SPC UT N     - 1,050,590.      551,810.      MT  (+/- 180 meters Scaled)
 LO0187
 LO0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL096151(NAD 83)
 LO0187
 LO0187                          SUPERSEDED SURVEY CONTROL
 LO0187
 LO0187  NGVD 29 (??/??/92) 2784.015  (m)         9133.89   (f) ADJ UNCH    2 0
 LO0187
 LO0187.Superseded values are not recommended for survey control.
 LO0187
 LO0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0187.See file dsdata.pdf to determine how the superseded data were derived.
 LO0187
 LO0187_MARKER: DB = BENCH MARK DISK
 LO0187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0187_SP_SET: CULVERT
 LO0187_STAMPING: U 160 1962
 LO0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0187
 LO0187  HISTORY     - Date     Condition        Report By
 LO0187  HISTORY     - 1962     MONUMENTED       CGS
 LO0187
 LO0187                          STATION DESCRIPTION
 LO0187
 LO0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0187'40.1 MI NE FROM KAMAS.
 LO0187'40.1 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0187'HIGHWAY 189 ALTERNATE AT KAMAS, 106 FEET SOUTHWEST OF THE CENTER OF
 LO0187'THE JUNCTION OF A ROAD LEADING TO SULPHUR FOREST CAMP, IN THE TOP AND
 LO0187'0.7 FOOT SOUTH OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF TWIN
 LO0187'36-INCH PIPE CULVERTS, 26 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LO0187'AND ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0343 ***********************************************************************
 LO0343  DESIGNATION -  U 161
 LO0343  PID         -  LO0343
 LO0343  STATE/COUNTY-  UT/SUMMIT
 LO0343  COUNTRY     -  US
 LO0343  USGS QUAD   -  UPTON (2017)
 LO0343
 LO0343                         *CURRENT SURVEY CONTROL
 LO0343  ______________________________________________________________________
 LO0343* NAD 83(1986) POSITION- 40 56 34.     (N) 111 11 20.     (W)   SCALED
 LO0343* NAVD 88 ORTHO HEIGHT -  1948.782 (meters)     6393.63  (feet) ADJUSTED
 LO0343  ______________________________________________________________________
 LO0343  GEOID HEIGHT    -        -15.177 (meters)                     GEOID18
 LO0343  DYNAMIC HEIGHT  -       1946.969 (meters)     6387.68  (feet) COMP
 LO0343  MODELED GRAVITY -    979,625.2   (mgal)                       NAVD 88
 LO0343
 LO0343  VERT ORDER      -  SECOND    CLASS 0
 LO0343
 LO0343.The horizontal coordinates were scaled from a map and have
 LO0343.an estimated accuracy of +/- 6 seconds.
 LO0343
 LO0343.The orthometric height was determined by differential leveling and
 LO0343.adjusted by the NATIONAL GEODETIC SURVEY
 LO0343.in June 1991.
 LO0343
 LO0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0343.GEOID18 height accuracy estimate available here.
 LO0343
 LO0343.Click photographs - Photos may exist for this station.
 LO0343
 LO0343.The dynamic height is computed by dividing the NAVD 88
 LO0343.geopotential number by the normal gravity value computed on the
 LO0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0343.degrees latitude (g = 980.6199 gals.).
 LO0343
 LO0343.The modeled gravity was interpolated from observed gravity values.
 LO0343
 LO0343;                    North         East    Units  Estimated Accuracy
 LO0343;SPC UT N     - 1,067,730.      526,200.      MT  (+/- 180 meters Scaled)
 LO0343
 LO0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL841324(NAD 83)
 LO0343
 LO0343                          SUPERSEDED SURVEY CONTROL
 LO0343
 LO0343  NGVD 29 (??/??/92) 1947.437  (m)         6389.22   (f) ADJ UNCH    2 0
 LO0343
 LO0343.Superseded values are not recommended for survey control.
 LO0343
 LO0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0343.See file dsdata.pdf to determine how the superseded data were derived.
 LO0343
 LO0343_MARKER: DB = BENCH MARK DISK
 LO0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0343_STAMPING: U 161 1962
 LO0343_MARK LOGO: CGS
 LO0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0343+STABILITY: SURFACE MOTION
 LO0343
 LO0343  HISTORY     - Date     Condition        Report By
 LO0343  HISTORY     - 1962     MONUMENTED       CGS
 LO0343
 LO0343                          STATION DESCRIPTION
 LO0343
 LO0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0343'13.4 MI E FROM COALVILLE.
 LO0343'13.4 MILES EAST ALONG STATE HIGHWAY 133 FROM THE COURT HOUSE AT
 LO0343'COALVILLE, 0.1 MILE SOUTHEAST OF A FARMHOUSE, 47 FEET NORTHEAST OF THE
 LO0343'CENTER LINE OF THE HIGHWAY, 111 FEET NORTHWEST OF TELEPHONE POLE 365,
 LO0343'10 FEET NORTHWEST OF THE NORTHWEST END OF A STEEL GATE, 1.8 FEET
 LO0343'SOUTHWEST OF A FENCE, 1.8 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 LO0343'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 LO0343'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0575 ***********************************************************************
 HN0575  DESIGNATION -  U 162
 HN0575  PID         -  HN0575
 HN0575  STATE/COUNTY-  UT/GARFIELD
 HN0575  COUNTRY     -  US
 HN0575  USGS QUAD   -  ESCALANTE (2017)
 HN0575
 HN0575                         *CURRENT SURVEY CONTROL
 HN0575  ______________________________________________________________________
 HN0575* NAD 83(1986) POSITION- 37 49 09.     (N) 111 36 27.     (W)   SCALED
 HN0575* NAVD 88 ORTHO HEIGHT -  1848.304 (meters)     6063.98  (feet) ADJUSTED
 HN0575  ______________________________________________________________________
 HN0575  GEOID HEIGHT    -        -19.653 (meters)                     GEOID18
 HN0575  DYNAMIC HEIGHT  -       1846.151 (meters)     6056.91  (feet) COMP
 HN0575  MODELED GRAVITY -    979,399.2   (mgal)                       NAVD 88
 HN0575
 HN0575  VERT ORDER      -  SECOND    CLASS 0
 HN0575
 HN0575.The horizontal coordinates were scaled from a map and have
 HN0575.an estimated accuracy of +/- 6 seconds.
 HN0575
 HN0575.The orthometric height was determined by differential leveling and
 HN0575.adjusted by the NATIONAL GEODETIC SURVEY
 HN0575.in June 1991.
 HN0575
 HN0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0575.GEOID18 height accuracy estimate available here.
 HN0575
 HN0575.Click photographs - Photos may exist for this station.
 HN0575
 HN0575.The dynamic height is computed by dividing the NAVD 88
 HN0575.geopotential number by the normal gravity value computed on the
 HN0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0575.degrees latitude (g = 980.6199 gals.).
 HN0575
 HN0575.The modeled gravity was interpolated from observed gravity values.
 HN0575
 HN0575;                    North         East    Units  Estimated Accuracy
 HN0575;SPC UT S     - 3,127,910.      490,540.      MT  (+/- 180 meters Scaled)
 HN0575
 HN0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG465859(NAD 83)
 HN0575
 HN0575                          SUPERSEDED SURVEY CONTROL
 HN0575
 HN0575  NGVD 29 (??/??/92) 1847.084  (m)         6059.97   (f) ADJ UNCH    2 0
 HN0575
 HN0575.Superseded values are not recommended for survey control.
 HN0575
 HN0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0575.See file dsdata.pdf to determine how the superseded data were derived.
 HN0575
 HN0575_MARKER: DB = BENCH MARK DISK
 HN0575_SETTING: 80 = SET IN A BOULDER
 HN0575_STAMPING: U 162 1962
 HN0575_MARK LOGO: CGS
 HN0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0575+STABILITY: SURFACE MOTION
 HN0575
 HN0575  HISTORY     - Date     Condition        Report By
 HN0575  HISTORY     - 1962     MONUMENTED       CGS
 HN0575  HISTORY     - 1963     GOOD             CGS
 HN0575
 HN0575                          STATION DESCRIPTION
 HN0575
 HN0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0575'4.0 MI N FROM ESCALANTE.
 HN0575'4.0 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 HN0575'ESCALANTE, IN THE TOP OF A SMALL BOULDER WHICH PROJECTS ABOUT 1 1/2
 HN0575'FEET ABOVE THE GROUND, 16 FEET EAST OF THE CENTER LINE OF THE ROAD,
 HN0575'17.1 FEET SOUTH OF THE EAST END OF A 12-INCH PIPE CULVERT WITH A ROCK
 HN0575'HEAD WALL, 14 FEET SOUTH OF THE SOUTH EDGE OF A WASH, 3.3 FEET NORTH
 HN0575'OF A WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0641 ***********************************************************************
 HN0641  DESIGNATION -  U 163
 HN0641  PID         -  HN0641
 HN0641  STATE/COUNTY-  UT/GARFIELD
 HN0641  COUNTRY     -  US
 HN0641  USGS QUAD   -  CANAAN CREEK (2017)
 HN0641
 HN0641                         *CURRENT SURVEY CONTROL
 HN0641  ______________________________________________________________________
 HN0641* NAD 83(1986) POSITION- 37 44 42.4    (N) 111 42 21.1    (W)   HD_HELD2
 HN0641* NAVD 88 ORTHO HEIGHT -  1915.809 (meters)     6285.45  (feet) ADJUSTED
 HN0641  ______________________________________________________________________
 HN0641  GEOID HEIGHT    -        -19.885 (meters)                     GEOID18
 HN0641  DYNAMIC HEIGHT  -       1913.533 (meters)     6277.98  (feet) COMP
 HN0641  MODELED GRAVITY -    979,373.7   (mgal)                       NAVD 88
 HN0641
 HN0641  VERT ORDER      -  SECOND    CLASS 0
 HN0641
 HN0641.The horizontal coordinates were established by autonomous hand held GPS
 HN0641.observations and have an estimated accuracy of +/- 10 meters.
 HN0641
 HN0641.The orthometric height was determined by differential leveling and
 HN0641.adjusted by the NATIONAL GEODETIC SURVEY
 HN0641.in June 1991.
 HN0641
 HN0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0641.GEOID18 height accuracy estimate available here.
 HN0641
 HN0641.Click photographs - Photos may exist for this station.
 HN0641
 HN0641.The dynamic height is computed by dividing the NAVD 88
 HN0641.geopotential number by the normal gravity value computed on the
 HN0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0641.degrees latitude (g = 980.6199 gals.).
 HN0641
 HN0641.The modeled gravity was interpolated from observed gravity values.
 HN0641
 HN0641;                    North         East    Units  Estimated Accuracy
 HN0641;SPC UT S     - 3,119,709.      481,857.      MT  (+/- 10 meters HH2 GPS)
 HN0641
 HN0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG3781277769(NAD 83)
 HN0641
 HN0641                          SUPERSEDED SURVEY CONTROL
 HN0641
 HN0641  NGVD 29 (??/??/92) 1914.54   (m)         6281.3    (f) COMPUTED    2 0
 HN0641
 HN0641.Superseded values are not recommended for survey control.
 HN0641
 HN0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0641.See file dsdata.pdf to determine how the superseded data were derived.
 HN0641
 HN0641_MARKER: DB = BENCH MARK DISK
 HN0641_SETTING: 66 = SET IN ROCK OUTCROP
 HN0641_STAMPING: U 163 1962
 HN0641_MARK LOGO: CGS
 HN0641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0641+STABILITY: POSITION/ELEVATION WELL
 HN0641
 HN0641  HISTORY     - Date     Condition        Report By
 HN0641  HISTORY     - 1962     MONUMENTED       CGS
 HN0641  HISTORY     - 1963     GOOD             CGS
 HN0641
 HN0641                          STATION DESCRIPTION
 HN0641
 HN0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0641'6.8 MI W FROM ESCALANTE.
 HN0641'6.8 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0641'AT ESCALANTE, 0.35 MILE NORTHEAST OF CONCRETE BRIDGE 39.2 OVER
 HN0641'ESCALANTE RIVER, IN THE TOP OF A SHELF AT THE NORTHWEST END OF A
 HN0641'SANDSTONE OUTCROP WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND, 50
 HN0641'FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 7.5 FEET EAST
 HN0641'OF A WITNESS POST, AND ABOUT 8 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN1017 ***********************************************************************
 HN1017  DESIGNATION -  U 164 RESET
 HN1017  PID         -  HN1017
 HN1017  STATE/COUNTY-  UT/GARFIELD
 HN1017  COUNTRY     -  US
 HN1017  USGS QUAD   -  HENRIEVILLE (2017)
 HN1017
 HN1017                         *CURRENT SURVEY CONTROL
 HN1017  ______________________________________________________________________
 HN1017* NAD 83(1986) POSITION- 37 35 55.     (N) 111 57 05.     (W)   SCALED
 HN1017* NAVD 88 ORTHO HEIGHT -  1941.81  (meters)     6370.8   (feet) RESET
 HN1017  ______________________________________________________________________
 HN1017  GEOID HEIGHT    -        -20.360 (meters)                     GEOID18
 HN1017  VERT ORDER      -  THIRD
 HN1017
 HN1017.The horizontal coordinates were scaled from a map and have
 HN1017.an estimated accuracy of +/- 6 seconds.
 HN1017
 HN1017.The orthometric height was computed from unverified reset data.
 HN1017
 HN1017.No vertical observational check was made to the station.
 HN1017
 HN1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN1017.GEOID18 height accuracy estimate available here.
 HN1017
 HN1017.Click photographs - Photos may exist for this station.
 HN1017
 HN1017;                    North         East    Units  Estimated Accuracy
 HN1017;SPC UT S     - 3,103,530.      460,140.      MT  (+/- 180 meters Scaled)
 HN1017
 HN1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG160617(NAD 83)
 HN1017
 HN1017                          SUPERSEDED SURVEY CONTROL
 HN1017
 HN1017  NGVD 29 (07/25/12) 1940.53   (m)         6366.6    (f) RESET       3  
 HN1017
 HN1017.Superseded values are not recommended for survey control.
 HN1017
 HN1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN1017.See file dsdata.pdf to determine how the superseded data were derived.
 HN1017
 HN1017_MARKER: DV = VERTICAL CONTROL DISK
 HN1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN1017_STAMPING: U 164 RESET 1985
 HN1017_MARK LOGO: NGS
 HN1017_MAGNETIC: N = NO MAGNETIC MATERIAL
 HN1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN1017+STABILITY: SURFACE MOTION
 HN1017
 HN1017  HISTORY     - Date     Condition        Report By
 HN1017  HISTORY     - 1985     MONUMENTED       UTDH
 HN1017
 HN1017                          STATION DESCRIPTION
 HN1017
 HN1017'DESCRIBED BY UTAH STATE DEPARTMENT OF HIGHWAYS 1985
 HN1017'12.3 MILES (19.8 KM) SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE LDS
 HN1017'CHURCH IN TROPIC, 69.80 FEET (21.28 M) EAST OF THE CENTERLINE OF
 HN1017'HIGHWAY 54 AND STATION 1355+37, MARK SET IN MONUMENT 262 FEET
 HN1017'(79.9 M) FROM 48 INCH PIPE CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0597 ***********************************************************************
 HN0597  DESIGNATION -  U 165
 HN0597  PID         -  HN0597
 HN0597  STATE/COUNTY-  UT/GARFIELD
 HN0597  COUNTRY     -  US
 HN0597  USGS QUAD   -  SWEETWATER CREEK (2017)
 HN0597
 HN0597                         *CURRENT SURVEY CONTROL
 HN0597  ______________________________________________________________________
 HN0597* NAD 83(1986) POSITION- 37 49 56.     (N) 111 59 04.     (W)   SCALED
 HN0597* NAVD 88 ORTHO HEIGHT -  2351.536 (meters)     7715.00  (feet) ADJUSTED
 HN0597  ______________________________________________________________________
 HN0597  GEOID HEIGHT    -        -19.298 (meters)                     GEOID18
 HN0597  DYNAMIC HEIGHT  -       2348.587 (meters)     7705.32  (feet) COMP
 HN0597  MODELED GRAVITY -    979,290.5   (mgal)                       NAVD 88
 HN0597
 HN0597  VERT ORDER      -  SECOND    CLASS 0
 HN0597
 HN0597.The horizontal coordinates were scaled from a map and have
 HN0597.an estimated accuracy of +/- 6 seconds.
 HN0597
 HN0597.The orthometric height was determined by differential leveling and
 HN0597.adjusted by the NATIONAL GEODETIC SURVEY
 HN0597.in June 1991.
 HN0597
 HN0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0597.GEOID18 height accuracy estimate available here.
 HN0597
 HN0597.Click photographs - Photos may exist for this station.
 HN0597
 HN0597.The dynamic height is computed by dividing the NAVD 88
 HN0597.geopotential number by the normal gravity value computed on the
 HN0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0597.degrees latitude (g = 980.6199 gals.).
 HN0597
 HN0597.The modeled gravity was interpolated from observed gravity values.
 HN0597
 HN0597;                    North         East    Units  Estimated Accuracy
 HN0597;SPC UT S     - 3,129,470.      457,360.      MT  (+/- 180 meters Scaled)
 HN0597
 HN0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG133876(NAD 83)
 HN0597
 HN0597                          SUPERSEDED SURVEY CONTROL
 HN0597
 HN0597  NGVD 29 (??/??/92) 2350.146  (m)         7710.44   (f) ADJ UNCH    2 0
 HN0597
 HN0597.Superseded values are not recommended for survey control.
 HN0597
 HN0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0597.See file dsdata.pdf to determine how the superseded data were derived.
 HN0597
 HN0597_MARKER: DB = BENCH MARK DISK
 HN0597_SETTING: 66 = SET IN ROCK OUTCROP
 HN0597_STAMPING: U 165 1963
 HN0597_MARK LOGO: CGS
 HN0597_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0597+STABILITY: POSITION/ELEVATION WELL
 HN0597
 HN0597  HISTORY     - Date     Condition        Report By
 HN0597  HISTORY     - 1963     MONUMENTED       CGS
 HN0597
 HN0597                          STATION DESCRIPTION
 HN0597
 HN0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0597'26.3 MI NW FROM ESCALANTE.
 HN0597'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0597'AT ESCALANTE, THENCE 21.45 MILES NORTHWEST ALONG A DIRT ROAD, 1.05
 HN0597'MILES EAST OF THE JUNCTION OF STATE HIGHWAY 22, ON THE NORTHWEST SIDE
 HN0597'OF A RAVINE, ON THE SOUTHWEST SLOPE OF A ROCKY RIDGE, IN THE TOP OF A
 HN0597'SMALL OUTCROP, 57 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT
 HN0597'50 YARDS NORTH AND ACROSS THE ROAD FROM A 24-INCH COTTONWOOD TREE, 6.0
 HN0597'FEET NORTH OF A WITNESS POST, AND ABOUT 12 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0208 ***********************************************************************
 JN0208  DESIGNATION -  U 166
 JN0208  PID         -  JN0208
 JN0208  STATE/COUNTY-  UT/GARFIELD
 JN0208  COUNTRY     -  US
 JN0208  USGS QUAD   -  BIG LAKE (2017)
 JN0208
 JN0208                         *CURRENT SURVEY CONTROL
 JN0208  ______________________________________________________________________
 JN0208* NAD 83(1986) POSITION- 38 04 00.     (N) 111 41 30.     (W)   SCALED
 JN0208* NAVD 88 ORTHO HEIGHT -  2999.892 (meters)     9842.15  (feet) ADJUSTED
 JN0208  ______________________________________________________________________
 JN0208  GEOID HEIGHT    -        -18.008 (meters)                     GEOID18
 JN0208  DYNAMIC HEIGHT  -       2995.870 (meters)     9828.95  (feet) COMP
 JN0208  MODELED GRAVITY -    979,177.8   (mgal)                       NAVD 88
 JN0208
 JN0208  VERT ORDER      -  SECOND    CLASS 0
 JN0208
 JN0208.The horizontal coordinates were scaled from a map and have
 JN0208.an estimated accuracy of +/- 6 seconds.
 JN0208
 JN0208.The orthometric height was determined by differential leveling and
 JN0208.adjusted by the NATIONAL GEODETIC SURVEY
 JN0208.in June 1991.
 JN0208
 JN0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0208.GEOID18 height accuracy estimate available here.
 JN0208
 JN0208.Click photographs - Photos may exist for this station.
 JN0208
 JN0208.The dynamic height is computed by dividing the NAVD 88
 JN0208.geopotential number by the normal gravity value computed on the
 JN0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0208.degrees latitude (g = 980.6199 gals.).
 JN0208
 JN0208.The modeled gravity was interpolated from observed gravity values.
 JN0208
 JN0208;                    North         East    Units  Estimated Accuracy
 JN0208;SPC UT S     - 3,155,400.      483,180.      MT  (+/- 180 meters Scaled)
 JN0208
 JN0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH393134(NAD 83)
 JN0208
 JN0208                          SUPERSEDED SURVEY CONTROL
 JN0208
 JN0208  NGVD 29 (??/??/92) 2998.327  (m)         9837.01   (f) ADJ UNCH    2 0
 JN0208
 JN0208.Superseded values are not recommended for survey control.
 JN0208
 JN0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0208.See file dsdata.pdf to determine how the superseded data were derived.
 JN0208
 JN0208_MARKER: DB = BENCH MARK DISK
 JN0208_SETTING: 80 = SET IN A BOULDER
 JN0208_STAMPING: U 166 1963
 JN0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0208+STABILITY: SURFACE MOTION
 JN0208
 JN0208  HISTORY     - Date     Condition        Report By
 JN0208  HISTORY     - 1963     MONUMENTED       CGS
 JN0208
 JN0208                          STATION DESCRIPTION
 JN0208
 JN0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0208'26.8 MI N FROM ESCALANTE.
 JN0208'26.8 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 JN0208'ESCALANTE, 26.35 MILES SOUTH OF LOA, 0.1 MILE NORTHWEST OF THE
 JN0208'JUNCTION OF A TRACK ROAD EAST AND A ROCK SPRING 4 - AQUARIES R.S.
 JN0208'SIGN, 33 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 20 FEET WEST
 JN0208'OF THE WEST BANK OF A WASH, 3.0 FEET EAST OF A WITNESS POST, IN THE
 JN0208'TOP OF A 3- BY 3-FOOT BOULDER WHICH PROJECTS ABOUT 3 FEET ABOVE THE
 JN0208'GROUND, AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0229 ***********************************************************************
 JN0229  DESIGNATION -  U 167
 JN0229  PID         -  JN0229
 JN0229  STATE/COUNTY-  UT/WAYNE
 JN0229  COUNTRY     -  US
 JN0229  USGS QUAD   -  BICKNELL (2017)
 JN0229
 JN0229                         *CURRENT SURVEY CONTROL
 JN0229  ______________________________________________________________________
 JN0229* NAD 83(1986) POSITION- 38 18 12.     (N) 111 36 58.     (W)   SCALED
 JN0229* NAVD 88 ORTHO HEIGHT -  2311.270 (meters)     7582.89  (feet) ADJUSTED
 JN0229  ______________________________________________________________________
 JN0229  GEOID HEIGHT    -        -17.826 (meters)                     GEOID18
 JN0229  DYNAMIC HEIGHT  -       2308.502 (meters)     7573.81  (feet) COMP
 JN0229  MODELED GRAVITY -    979,347.5   (mgal)                       NAVD 88
 JN0229
 JN0229  VERT ORDER      -  SECOND    CLASS 0
 JN0229
 JN0229.The horizontal coordinates were scaled from a map and have
 JN0229.an estimated accuracy of +/- 6 seconds.
 JN0229
 JN0229.The orthometric height was determined by differential leveling and
 JN0229.adjusted by the NATIONAL GEODETIC SURVEY
 JN0229.in June 1991.
 JN0229
 JN0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0229.GEOID18 height accuracy estimate available here.
 JN0229
 JN0229.Click photographs - Photos may exist for this station.
 JN0229
 JN0229.The dynamic height is computed by dividing the NAVD 88
 JN0229.geopotential number by the normal gravity value computed on the
 JN0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0229.degrees latitude (g = 980.6199 gals.).
 JN0229
 JN0229.The modeled gravity was interpolated from observed gravity values.
 JN0229
 JN0229;                    North         East    Units  Estimated Accuracy
 JN0229;SPC UT S     - 3,181,650.      489,840.      MT  (+/- 180 meters Scaled)
 JN0229
 JN0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH461396(NAD 83)
 JN0229
 JN0229                          SUPERSEDED SURVEY CONTROL
 JN0229
 JN0229  NGVD 29 (??/??/92) 2309.922  (m)         7578.47   (f) ADJ UNCH    2 0
 JN0229
 JN0229.Superseded values are not recommended for survey control.
 JN0229
 JN0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0229.See file dsdata.pdf to determine how the superseded data were derived.
 JN0229
 JN0229_MARKER: DB = BENCH MARK DISK
 JN0229_SETTING: 80 = SET IN A BOULDER
 JN0229_STAMPING: U 167 1963
 JN0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0229+STABILITY: SURFACE MOTION
 JN0229
 JN0229  HISTORY     - Date     Condition        Report By
 JN0229  HISTORY     - 1963     MONUMENTED       CGS
 JN0229  HISTORY     - 1979     GOOD             USGS
 JN0229
 JN0229                          STATION DESCRIPTION
 JN0229
 JN0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0229'7.95 MI S FROM LOA.
 JN0229'7.95 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0229'24 A LOA, 0.3 MILE NORTH OF THE INTERSECTION OF A DIRT ROAD, ON THE
 JN0229'NORTH SLOPE OF A DEEP WASH, IN THE TOP OF A 3- BY 4-FOOT BOULDER WHICH
 JN0229'PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 69 FEET EAST OF THE CENTER
 JN0229'LINE OF THE ROAD, 2.0 FEET EAST OF A WITNESS POST, AND ABOUT 4 FEET
 JN0229'LOWER THAN THE ROAD.
 JN0229
 JN0229                          STATION RECOVERY (1979)
 JN0229
 JN0229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JN0229'7.8 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0229'24 AT LOA, 0.3 MILES NORTH OF THE INTERSECTION OF A DIRT ROAD, ON THE
 JN0229'NORTH SLOPE OF A DEEP WASH, IN THE TOP OF A 3 BY 4 FOOT BOULDER WHICH
 JN0229'PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 69 FEET EAST OF THE
 JN0229'CENTERLINE OF THE ROAD, 2 FEET EAST OF A WITNESS POST AND ABOUT 6
 JN0229'FEET LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0366 ***********************************************************************
 HN0366  DESIGNATION -  U 168
 HN0366  PID         -  HN0366
 HN0366  STATE/COUNTY-  UT/KANE
 HN0366  COUNTRY     -  US
 HN0366  USGS QUAD   -  SUNSET FLAT (2017)
 HN0366
 HN0366                         *CURRENT SURVEY CONTROL
 HN0366  ______________________________________________________________________
 HN0366* NAD 83(1986) POSITION- 37 30 05.     (N) 111 16 54.     (W)   SCALED
 HN0366* NAVD 88 ORTHO HEIGHT -  1560.357 (meters)     5119.27  (feet) ADJUSTED
 HN0366  ______________________________________________________________________
 HN0366  GEOID HEIGHT    -        -21.727 (meters)                     GEOID18
 HN0366  DYNAMIC HEIGHT  -       1558.576 (meters)     5113.43  (feet) COMP
 HN0366  MODELED GRAVITY -    979,434.6   (mgal)                       NAVD 88
 HN0366
 HN0366  VERT ORDER      -  SECOND    CLASS 0
 HN0366
 HN0366.The horizontal coordinates were scaled from a map and have
 HN0366.an estimated accuracy of +/- 6 seconds.
 HN0366
 HN0366.The orthometric height was determined by differential leveling and
 HN0366.adjusted by the NATIONAL GEODETIC SURVEY
 HN0366.in June 1991.
 HN0366
 HN0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0366.GEOID18 height accuracy estimate available here.
 HN0366
 HN0366.Click photographs - Photos may exist for this station.
 HN0366
 HN0366.The dynamic height is computed by dividing the NAVD 88
 HN0366.geopotential number by the normal gravity value computed on the
 HN0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0366.degrees latitude (g = 980.6199 gals.).
 HN0366
 HN0366.The modeled gravity was interpolated from observed gravity values.
 HN0366
 HN0366;                    North         East    Units  Estimated Accuracy
 HN0366;SPC UT S     - 3,092,660.      519,310.      MT  (+/- 180 meters Scaled)
 HN0366
 HN0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG751505(NAD 83)
 HN0366
 HN0366                          SUPERSEDED SURVEY CONTROL
 HN0366
 HN0366  NGVD 29 (??/??/92) 1559.275  (m)         5115.72   (f) ADJ UNCH    2 0
 HN0366
 HN0366.Superseded values are not recommended for survey control.
 HN0366
 HN0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0366.See file dsdata.pdf to determine how the superseded data were derived.
 HN0366
 HN0366_MARKER: DB = BENCH MARK DISK
 HN0366_SETTING: 66 = SET IN ROCK OUTCROP
 HN0366_STAMPING: U 168 1963
 HN0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0366+STABILITY: POSITION/ELEVATION WELL
 HN0366
 HN0366  HISTORY     - Date     Condition        Report By
 HN0366  HISTORY     - 1963     MONUMENTED       CGS
 HN0366
 HN0366                          STATION DESCRIPTION
 HN0366
 HN0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0366'26.35 MI SE FROM ESCALANTE.
 HN0366'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0366'AT ESCALANTE, THENCE 21.35 MILES SOUTHEAST ALONG A DIRT ROAD, AT THE
 HN0366'NORTHWEST END OF A CURVE, IN THE TOP OF A RED SANDSTONE OUTCROP, 43
 HN0366'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 19 FEET WEST-NORTHWEST
 HN0366'OF A FORKED JUNIPER TREE, 0.8 FOOT NORTHEAST OF A WITNESS POST, AND
 HN0366'ABOUT 6 FEET LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0188 ***********************************************************************
 JN0188  DESIGNATION -  U 169
 JN0188  PID         -  JN0188
 JN0188  STATE/COUNTY-  UT/WAYNE
 JN0188  COUNTRY     -  US
 JN0188  USGS QUAD   -  LOA (2017)
 JN0188
 JN0188                         *CURRENT SURVEY CONTROL
 JN0188  ______________________________________________________________________
 JN0188* NAD 83(1986) POSITION- 38 26 01.     (N) 111 42 08.     (W)   SCALED
 JN0188* NAVD 88 ORTHO HEIGHT -  2351.047 (meters)     7713.39  (feet) ADJUSTED
 JN0188  ______________________________________________________________________
 JN0188  GEOID HEIGHT    -        -17.648 (meters)                     GEOID18
 JN0188  DYNAMIC HEIGHT  -       2348.259 (meters)     7704.25  (feet) COMP
 JN0188  MODELED GRAVITY -    979,357.3   (mgal)                       NAVD 88
 JN0188
 JN0188  VERT ORDER      -  SECOND    CLASS 0
 JN0188
 JN0188.The horizontal coordinates were scaled from a map and have
 JN0188.an estimated accuracy of +/- 6 seconds.
 JN0188
 JN0188.The orthometric height was determined by differential leveling and
 JN0188.adjusted by the NATIONAL GEODETIC SURVEY
 JN0188.in June 1991.
 JN0188
 JN0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0188.GEOID18 height accuracy estimate available here.
 JN0188
 JN0188.Click photographs - Photos may exist for this station.
 JN0188
 JN0188.The dynamic height is computed by dividing the NAVD 88
 JN0188.geopotential number by the normal gravity value computed on the
 JN0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0188.degrees latitude (g = 980.6199 gals.).
 JN0188
 JN0188.The modeled gravity was interpolated from observed gravity values.
 JN0188
 JN0188;                    North         East    Units  Estimated Accuracy
 JN0188;SPC UT S     - 3,196,130.      482,340.      MT  (+/- 180 meters Scaled)
 JN0188
 JN0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH387541(NAD 83)
 JN0188
 JN0188                          SUPERSEDED SURVEY CONTROL
 JN0188
 JN0188  NGVD 29 (??/??/92) 2349.693  (m)         7708.95   (f) ADJ UNCH    2 0
 JN0188
 JN0188.Superseded values are not recommended for survey control.
 JN0188
 JN0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0188.See file dsdata.pdf to determine how the superseded data were derived.
 JN0188
 JN0188_MARKER: DB = BENCH MARK DISK
 JN0188_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JN0188_STAMPING: U 169 1963
 JN0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0188
 JN0188  HISTORY     - Date     Condition        Report By
 JN0188  HISTORY     - 1963     MONUMENTED       CGS
 JN0188
 JN0188                          STATION DESCRIPTION
 JN0188
 JN0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0188'4.6 MI NW FROM LOA.
 JN0188'4.6 MILES NORTHWEST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE AT
 JN0188'LOA, AT THE NORTHEAST END OF A HIGHWAY CUT, 55 FEET NORTHWEST OF THE
 JN0188'CENTER LINE OF THE HIGHWAY, 42 1/2 FEET NORTHWEST OF THE SOUTHWEST END
 JN0188'OF A HIGHWAY GUARDRAIL, 22 FEET NORTHWEST OF THE CENTER OF A
 JN0188'FIREBREAK, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND BRAZED ON THE TOP
 JN0188'OF A 2 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0469 ***********************************************************************
 LO0469  DESIGNATION -  U 17
 LO0469  PID         -  LO0469
 LO0469  STATE/COUNTY-  UT/UTAH
 LO0469  COUNTRY     -  US
 LO0469  USGS QUAD   -  OREM (2017)
 LO0469
 LO0469                         *CURRENT SURVEY CONTROL
 LO0469  ______________________________________________________________________
 LO0469* NAD 83(1986) POSITION- 40 17 24.     (N) 111 43 56.     (W)   SCALED
 LO0469* NAVD 88 ORTHO HEIGHT -  1385.606 (meters)     4545.94  (feet) ADJUSTED
 LO0469  ______________________________________________________________________
 LO0469  GEOID HEIGHT    -        -17.228 (meters)                     GEOID18
 LO0469  DYNAMIC HEIGHT  -       1384.397 (meters)     4541.98  (feet) COMP
 LO0469  MODELED GRAVITY -    979,705.6   (mgal)                       NAVD 88
 LO0469
 LO0469  VERT ORDER      -  FIRST     CLASS II
 LO0469
 LO0469.The horizontal coordinates were scaled from a map and have
 LO0469.an estimated accuracy of +/- 6 seconds.
 LO0469
 LO0469.The orthometric height was determined by differential leveling and
 LO0469.adjusted by the NATIONAL GEODETIC SURVEY
 LO0469.in June 1991.
 LO0469
 LO0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0469.GEOID18 height accuracy estimate available here.
 LO0469
 LO0469.Click photographs - Photos may exist for this station.
 LO0469
 LO0469.The dynamic height is computed by dividing the NAVD 88
 LO0469.geopotential number by the normal gravity value computed on the
 LO0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0469.degrees latitude (g = 980.6199 gals.).
 LO0469
 LO0469.The modeled gravity was interpolated from observed gravity values.
 LO0469
 LO0469;                    North         East    Units  Estimated Accuracy
 LO0469;SPC UT C     - 2,217,260.      480,260.      MT  (+/- 180 meters Scaled)
 LO0469
 LO0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK377602(NAD 83)
 LO0469
 LO0469                          SUPERSEDED SURVEY CONTROL
 LO0469
 LO0469  NGVD 29 (??/??/92) 1384.598  (m)         4542.64   (f) ADJ UNCH    1 2
 LO0469
 LO0469.Superseded values are not recommended for survey control.
 LO0469
 LO0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0469.See file dsdata.pdf to determine how the superseded data were derived.
 LO0469
 LO0469_MARKER: DB = BENCH MARK DISK
 LO0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0469_STAMPING: 4542.635 U 17 1927
 LO0469_MARK LOGO: CGS
 LO0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0469+STABILITY: SURFACE MOTION
 LO0469
 LO0469  HISTORY     - Date     Condition        Report By
 LO0469  HISTORY     - 1927     MONUMENTED       CGS
 LO0469  HISTORY     - 1934     GOOD             CGS
 LO0469  HISTORY     - 19900301 MARK NOT FOUND   USGS
 LO0469
 LO0469                          STATION DESCRIPTION
 LO0469
 LO0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0469'6 MI NW FROM PROVO.
 LO0469'6.0 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 LO0469'FROM THE STATION AT PROVO, UTAH COUNTY, ABOUT 150 YARDS NORTHWEST OF
 LO0469'MILEPOST 707, NEAR A SIDING AND LOADING PLATFORM, 35 FEET EAST OF A
 LO0469'HIGHWAY CROSSING, 46 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 LO0469'AND AT A FENCE CORNER.  A STANDARD DISK STAMPED 4542.635 U 17 1927 AND
 LO0469'SET IN THE TOP OF A CONCRETE POST.  NOTE-- A NEWLY-DUG DITCH HAS
 LO0469'EXPOSED PART OF THE CONCRETE POST.  HOWEVER THE POST SEEMS STILL FIRM.
 LO0469
 LO0469                          STATION RECOVERY (1990)
 LO0469
 LO0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (RGB)
 LO0469'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0027 ***********************************************************************
 MS0027  DESIGNATION -  U 170
 MS0027  PID         -  MS0027
 MS0027  STATE/COUNTY-  UT/BOX ELDER
 MS0027  COUNTRY     -  US
 MS0027  USGS QUAD   -  HONEYVILLE (2017)
 MS0027
 MS0027                         *CURRENT SURVEY CONTROL
 MS0027  ______________________________________________________________________
 MS0027* NAD 83(1986) POSITION- 41 40 52.5    (N) 112 05 36.2    (W)   HD_HELD2
 MS0027* NAVD 88 ORTHO HEIGHT -  1312.732 (meters)     4306.85  (feet) ADJUSTED
 MS0027  ______________________________________________________________________
 MS0027  GEOID HEIGHT    -        -15.744 (meters)                     GEOID18
 MS0027  DYNAMIC HEIGHT  -       1311.817 (meters)     4303.85  (feet) COMP
 MS0027  MODELED GRAVITY -    979,880.7   (mgal)                       NAVD 88
 MS0027
 MS0027  VERT ORDER      -  FIRST     CLASS I
 MS0027
 MS0027.The horizontal coordinates were established by autonomous hand held GPS
 MS0027.observations and have an estimated accuracy of +/- 10 meters.
 MS0027
 MS0027.The orthometric height was determined by differential leveling and
 MS0027.adjusted by the NATIONAL GEODETIC SURVEY
 MS0027.in June 1991.
 MS0027
 MS0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0027.GEOID18 height accuracy estimate available here.
 MS0027
 MS0027.Click photographs - Photos may exist for this station.
 MS0027
 MS0027.The dynamic height is computed by dividing the NAVD 88
 MS0027.geopotential number by the normal gravity value computed on the
 MS0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0027.degrees latitude (g = 980.6199 gals.).
 MS0027
 MS0027.The modeled gravity was interpolated from observed gravity values.
 MS0027
 MS0027;                    North         East    Units  Estimated Accuracy
 MS0027;SPC UT N     - 1,149,859.      450,594.      MT  (+/- 10 meters HH2 GPS)
 MS0027
 MS0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM0899614964(NAD 83)
 MS0027
 MS0027                          SUPERSEDED SURVEY CONTROL
 MS0027
 MS0027  NGVD 29 (??/??/92) 1311.729  (m)         4303.56   (f) ADJ UNCH    1 1
 MS0027
 MS0027.Superseded values are not recommended for survey control.
 MS0027
 MS0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0027.See file dsdata.pdf to determine how the superseded data were derived.
 MS0027
 MS0027_MARKER: DB = BENCH MARK DISK
 MS0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0027_SP_SET: WIER
 MS0027_STAMPING: U 170 1967
 MS0027_MARK LOGO: CGS
 MS0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0027
 MS0027  HISTORY     - Date     Condition        Report By
 MS0027  HISTORY     - 1967     MONUMENTED       CGS
 MS0027
 MS0027                          STATION DESCRIPTION
 MS0027
 MS0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0027'3.2 MI N FROM HONEYVILLE.
 MS0027'3.2 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 MS0027'A COUNTY ROAD AT HONEYVILLE, 1 1/2 POLES NORTH OF THE CROSSING OF A
 MS0027'PRIVATE ROAD AND MILEPOLE 33.5, IN THE TOP AND 2.0 FEET EAST OF THE
 MS0027'WEST END OF THE NORTHEAST CONCRETE WALL OF A WIER WITH TWO CONTROL
 MS0027'VALVES, 49.0 FEET WEST OF THE WEST RAIL, 18.0 FEET WEST OF THE WEST
 MS0027'RIGHT-OF-WAY FENCE, 2.3 FEET EAST OF THE EAST VALVE, AND ABOUT 3 FEET
 MS0027'HIGHER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0166 ***********************************************************************
 MS0166  DESIGNATION -  U 171
 MS0166  PID         -  MS0166
 MS0166  STATE/COUNTY-  UT/BOX ELDER
 MS0166  COUNTRY     -  US
 MS0166  USGS QUAD   -  WILLARD (2017)
 MS0166
 MS0166                         *CURRENT SURVEY CONTROL
 MS0166  ______________________________________________________________________
 MS0166* NAD 83(1986) POSITION- 41 27 25.2    (N) 112 02 16.4    (W)   HD_HELD2
 MS0166* NAVD 88 ORTHO HEIGHT -  1339.686 (meters)     4395.29  (feet) ADJUSTED
 MS0166  ______________________________________________________________________
 MS0166  GEOID HEIGHT    -        -16.173 (meters)                     GEOID18
 MS0166  DYNAMIC HEIGHT  -       1338.721 (meters)     4392.12  (feet) COMP
 MS0166  MODELED GRAVITY -    979,856.4   (mgal)                       NAVD 88
 MS0166
 MS0166  VERT ORDER      -  FIRST     CLASS I
 MS0166
 MS0166.The horizontal coordinates were established by autonomous hand held GPS
 MS0166.observations and have an estimated accuracy of +/- 10 meters.
 MS0166
 MS0166.The orthometric height was determined by differential leveling and
 MS0166.adjusted by the NATIONAL GEODETIC SURVEY
 MS0166.in June 1991.
 MS0166
 MS0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0166.GEOID18 height accuracy estimate available here.
 MS0166
 MS0166.Click photographs - Photos may exist for this station.
 MS0166
 MS0166.The dynamic height is computed by dividing the NAVD 88
 MS0166.geopotential number by the normal gravity value computed on the
 MS0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0166.degrees latitude (g = 980.6199 gals.).
 MS0166
 MS0166.The modeled gravity was interpolated from observed gravity values.
 MS0166
 MS0166;                    North         East    Units  Estimated Accuracy
 MS0166;SPC UT N     - 1,124,923.      455,061.      MT  (+/- 10 meters HH2 GPS)
 MS0166
 MS0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1331790010(NAD 83)
 MS0166
 MS0166                          SUPERSEDED SURVEY CONTROL
 MS0166
 MS0166  NGVD 29 (??/??/92) 1338.694  (m)         4392.03   (f) ADJ UNCH    1 1
 MS0166
 MS0166.Superseded values are not recommended for survey control.
 MS0166
 MS0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0166.See file dsdata.pdf to determine how the superseded data were derived.
 MS0166
 MS0166_MARKER: DB = BENCH MARK DISK
 MS0166_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0166_SP_SET: IRRIGATION STRUCTURE
 MS0166_STAMPING: U 171 1967
 MS0166_MARK LOGO: CGS
 MS0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0166+STABILITY: SURFACE MOTION
 MS0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MS0166+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2008
 MS0166
 MS0166  HISTORY     - Date     Condition        Report By
 MS0166  HISTORY     - 1967     MONUMENTED       CGS
 MS0166  HISTORY     - 20081115 GOOD             USFWS
 MS0166
 MS0166                          STATION DESCRIPTION
 MS0166
 MS0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0166'3.55 MI N FROM WILLARD.
 MS0166'3.55 MILES NORTH ALONG U.S. HIGHWAY 89, 91 AND 30S FROM THE POST
 MS0166'OFFICE AT WILLARD, AT THE CROSSING OF A TELEPHONE POLE LINE, 51 FEET
 MS0166'EAST OF THE CENTER LINE OF THE EAST HIGHWAY LANES, 93 FEET NORTH OF
 MS0166'THE CENTER LINE OF A GRAVEL ROAD LEADING EAST, IN THE TOP OF THE
 MS0166'SOUTHWEST CORNER OF A 3 1/2 BY 10-FOOT IRRIGATION STRUCTURE UNDER THE
 MS0166'HIGHWAY WITH A STEEL GRATE, 42 FEET NORTH OF TELEPHONE POLE 2341, 5.6
 MS0166'FEET EAST OF A FENCE, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 MS0166
 MS0166                          STATION RECOVERY (2008)
 MS0166
 MS0166'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2008 (RJA)
 MS0166'A TALL SIGN AND A POWER POLE WITH TRANSFORMER PREVENT THE MARK FROM
 MS0166'BEING USED FOR GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0550 ***********************************************************************
 LO0550  DESIGNATION -  U 172
 LO0550  PID         -  LO0550
 LO0550  STATE/COUNTY-  UT/SALT LAKE
 LO0550  COUNTRY     -  US
 LO0550  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0550
 LO0550                         *CURRENT SURVEY CONTROL
 LO0550  ______________________________________________________________________
 LO0550* NAD 83(1986) POSITION- 40 47 48.6    (N) 111 54 23.0    (W)   HD_HELD2
 LO0550* NAVD 88 ORTHO HEIGHT -  1293.229 (meters)     4242.87  (feet) ADJUSTED
 LO0550  ______________________________________________________________________
 LO0550  GEOID HEIGHT    -        -16.773 (meters)                     GEOID18
 LO0550  DYNAMIC HEIGHT  -       1292.221 (meters)     4239.56  (feet) COMP
 LO0550  MODELED GRAVITY -    979,800.2   (mgal)                       NAVD 88
 LO0550
 LO0550  VERT ORDER      -  FIRST     CLASS I
 LO0550
 LO0550.The horizontal coordinates were established by autonomous hand held GPS
 LO0550.observations and have an estimated accuracy of +/- 10 meters.
 LO0550
 LO0550.The orthometric height was determined by differential leveling and
 LO0550.adjusted by the NATIONAL GEODETIC SURVEY
 LO0550.in June 1991.
 LO0550
 LO0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0550.GEOID18 height accuracy estimate available here.
 LO0550
 LO0550.Click photographs - Photos may exist for this station.
 LO0550
 LO0550.The dynamic height is computed by dividing the NAVD 88
 LO0550.geopotential number by the normal gravity value computed on the
 LO0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0550.degrees latitude (g = 980.6199 gals.).
 LO0550
 LO0550.The modeled gravity was interpolated from observed gravity values.
 LO0550
 LO0550;                    North         East    Units  Estimated Accuracy
 LO0550;SPC UT C     - 2,273,588.      465,702.      MT  (+/- 10 meters HH2 GPS)
 LO0550
 LO0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2353716599(NAD 83)
 LO0550
 LO0550                          SUPERSEDED SURVEY CONTROL
 LO0550
 LO0550  NGVD 29 (??/??/92) 1292.291  (m)         4239.79   (f) ADJ UNCH    1 1
 LO0550
 LO0550.Superseded values are not recommended for survey control.
 LO0550
 LO0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0550.See file dsdata.pdf to determine how the superseded data were derived.
 LO0550
 LO0550_MARKER: DB = BENCH MARK DISK
 LO0550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0550_SP_SET: DRAIN STRUCTURE
 LO0550_STAMPING: U 172 1967
 LO0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0550
 LO0550  HISTORY     - Date     Condition        Report By
 LO0550  HISTORY     - 1967     MONUMENTED       CGS
 LO0550
 LO0550                          STATION DESCRIPTION
 LO0550
 LO0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0550'1.45 MI NW FROM SALT LAKE CITY.
 LO0550'1.2 MILE NORTHWEST ALONG STATE HIGHWAY 184 (VICTORY ROAD) FROM THE
 LO0550'JUNCTION OF 4TH STREET NORTH AT SALT LAKE CITY, THENCE 0.25 MILE
 LO0550'NORTHWEST ALONG U.S. HIGHWAYS 91 AND 89 (BECK STREET), 0.65 MILE EAST
 LO0550'AND SOUTHEAST OF BENCH MARK L 90, 0.3 MILE SOUTHEAST OF THE JUNCTION
 LO0550'OF EVERETT AVENUE, AT THE CROSSING OF A UNION PACIFIC RAILROAD SPUR
 LO0550'TRACK, IN THE TOP OF THE NORTH CORNER OF A 3- BY 6- FOOT CONCRETE
 LO0550'DRAIN STRUCTURE WITH A STEEL GRATE, 28 1/2 FEET NORTHEAST OF THE
 LO0550'CENTER LINE OF THE NORTHEAST LANES OF THE HIGHWAY, 6.8 FEET SOUTH OF
 LO0550'THE SOUTH RAIL OF SPUR TRACK, 30 FEET SOUTH-SOUTHEAST AND ACROSS THE
 LO0550'TRACK FROM THE CENTER OF A FIRE HYDRANT, AND ABOUT LEVEL WITH THE
 LO0550'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0240 ***********************************************************************
 LP0240  DESIGNATION -  U 173
 LP0240  PID         -  LP0240
 LP0240  STATE/COUNTY-  UT/TOOELE
 LP0240  COUNTRY     -  US
 LP0240  USGS QUAD   -  MILLS JUNCTION (2017)
 LP0240
 LP0240                         *CURRENT SURVEY CONTROL
 LP0240  ______________________________________________________________________
 LP0240* NAD 83(1986) POSITION- 40 39 11.     (N) 112 16 37.     (W)   SCALED
 LP0240* NAVD 88 ORTHO HEIGHT -  1356.065 (meters)     4449.02  (feet) ADJUSTED
 LP0240  ______________________________________________________________________
 LP0240  GEOID HEIGHT    -        -17.352 (meters)                     GEOID18
 LP0240  DYNAMIC HEIGHT  -       1355.007 (meters)     4445.55  (feet) COMP
 LP0240  MODELED GRAVITY -    979,797.0   (mgal)                       NAVD 88
 LP0240
 LP0240  VERT ORDER      -  FIRST     CLASS I
 LP0240
 LP0240.The horizontal coordinates were scaled from a map and have
 LP0240.an estimated accuracy of +/- 6 seconds.
 LP0240
 LP0240.The orthometric height was determined by differential leveling and
 LP0240.adjusted by the NATIONAL GEODETIC SURVEY
 LP0240.in June 1991.
 LP0240
 LP0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0240.GEOID18 height accuracy estimate available here.
 LP0240
 LP0240.Click photographs - Photos may exist for this station.
 LP0240
 LP0240.The dynamic height is computed by dividing the NAVD 88
 LP0240.geopotential number by the normal gravity value computed on the
 LP0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0240.degrees latitude (g = 980.6199 gals.).
 LP0240
 LP0240.The modeled gravity was interpolated from observed gravity values.
 LP0240
 LP0240;                    North         East    Units  Estimated Accuracy
 LP0240;SPC UT C     - 2,257,830.      434,290.      MT  (+/- 180 meters Scaled)
 LP0240
 LP0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL920010(NAD 83)
 LP0240
 LP0240                          SUPERSEDED SURVEY CONTROL
 LP0240
 LP0240  NGVD 29 (??/??/92) 1355.03   (m)         4445.6    (f) COMPUTED    1 1
 LP0240
 LP0240.Superseded values are not recommended for survey control.
 LP0240
 LP0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0240.See file dsdata.pdf to determine how the superseded data were derived.
 LP0240
 LP0240_MARKER: DB = BENCH MARK DISK
 LP0240_SETTING: 66 = SET IN ROCK OUTCROP
 LP0240_STAMPING: U 173 1970
 LP0240_MARK LOGO: CGS
 LP0240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0240+STABILITY: POSITION/ELEVATION WELL
 LP0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0240+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 LP0240
 LP0240  HISTORY     - Date     Condition        Report By
 LP0240  HISTORY     - 1970     MONUMENTED       NGS
 LP0240  HISTORY     - 19800615 GOOD             NGS
 LP0240  HISTORY     - 20051015 GOOD             INDIV
 LP0240  HISTORY     - 20060921 GOOD             USGS
 LP0240
 LP0240                          STATION DESCRIPTION
 LP0240
 LP0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0240'10.7 MI NE FROM WARNER.
 LP0240'10.7 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LP0240'AT WARNER, 127 FEET NORTHWEST OF THE SECOND POLE SOUTHWEST OF MILE
 LP0240'POST 759, ON THE NORTHWEST SLOPE OF A SMALL HILL, 157.6 FEET NORTHWEST
 LP0240'OF THE NORTHWEST RAIL, 22.5 FEET SOUTHWEST OF THE CENTER LINE OF A
 LP0240'DIRT ROAD NORTHWEST, 3.8 FEET SOUTHWEST OF A WITNESS POST AND SET IN
 LP0240'THE TOP OF A ROCK OUTCROP FLUSH WITH THE GROUND.  SECTION 10, T 4W, R
 LP0240'2S.
 LP0240
 LP0240                          STATION RECOVERY (1980)
 LP0240
 LP0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LP0240'10.7 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LP0240'AT WARNER, 127 FEET NORTHWEST OF THE SECOND POLE SOUTHWEST OF MILE
 LP0240'POST 759, ON THE NORTHWEST SLOPE OF A SMALL HILL, 157.4 FEET NORTHWEST
 LP0240'OF THE NORTHWEST RAIL, 108 FEET WEST OF THE CENTER LINE OF A BLADED
 LP0240'DIRT ROAD, 93 FEET  WEST OF A POWER LINE POLE NO 30, 3.5 FEET SOUTHWES
 LP0240'OF A WITNESS POST AND SET IN
 LP0240'THE TOP OF A ROCK OUTCROP FLUSH WITH THE GROUND.  SECTION 10, T 4W, R
 LP0240'2S.
 LP0240
 LP0240                          STATION RECOVERY (2005)
 LP0240
 LP0240'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RCW)
 LP0240'RECOVERED IN GOOD CONDITION.
 LP0240
 LP0240                          STATION RECOVERY (2006)
 LP0240
 LP0240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (BG)
 LP0240'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0643 ***********************************************************************
 LO0643  DESIGNATION -  U 174
 LO0643  PID         -  LO0643
 LO0643  STATE/COUNTY-  UT/SALT LAKE
 LO0643  COUNTRY     -  US
 LO0643  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0643
 LO0643                         *CURRENT SURVEY CONTROL
 LO0643  ______________________________________________________________________
 LO0643* NAD 83(1986) POSITION- 40 45 08.     (N) 111 59 29.     (W)   SCALED
 LO0643* NAVD 88 ORTHO HEIGHT -  1288.999 (meters)     4228.99  (feet) ADJUSTED
 LO0643  ______________________________________________________________________
 LO0643  GEOID HEIGHT    -        -17.129 (meters)                     GEOID18
 LO0643  DYNAMIC HEIGHT  -       1287.988 (meters)     4225.67  (feet) COMP
 LO0643  MODELED GRAVITY -    979,796.3   (mgal)                       NAVD 88
 LO0643
 LO0643  VERT ORDER      -  FIRST     CLASS I
 LO0643
 LO0643.The horizontal coordinates were scaled from a map and have
 LO0643.an estimated accuracy of +/- 6 seconds.
 LO0643
 LO0643.The orthometric height was determined by differential leveling and
 LO0643.adjusted by the NATIONAL GEODETIC SURVEY
 LO0643.in June 1991.
 LO0643
 LO0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0643.GEOID18 height accuracy estimate available here.
 LO0643
 LO0643.Click photographs - Photos may exist for this station.
 LO0643
 LO0643.The dynamic height is computed by dividing the NAVD 88
 LO0643.geopotential number by the normal gravity value computed on the
 LO0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0643.degrees latitude (g = 980.6199 gals.).
 LO0643
 LO0643.The modeled gravity was interpolated from observed gravity values.
 LO0643
 LO0643;                    North         East    Units  Estimated Accuracy
 LO0643;SPC UT C     - 2,268,670.      458,500.      MT  (+/- 180 meters Scaled)
 LO0643
 LO0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL163117(NAD 83)
 LO0643
 LO0643                          SUPERSEDED SURVEY CONTROL
 LO0643
 LO0643  NGVD 29 (??/??/92) 1288.02   (m)         4225.8    (f) COMPUTED    1 1
 LO0643
 LO0643.Superseded values are not recommended for survey control.
 LO0643
 LO0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0643.See file dsdata.pdf to determine how the superseded data were derived.
 LO0643
 LO0643_MARKER: DB = BENCH MARK DISK
 LO0643_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LO0643_STAMPING: U 174 1970
 LO0643_MARK LOGO: CGS
 LO0643_MAGNETIC: I = MARKER IS A STEEL ROD
 LO0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0643
 LO0643  HISTORY     - Date     Condition        Report By
 LO0643  HISTORY     - 1970     MONUMENTED       NGS
 LO0643
 LO0643                          STATION DESCRIPTION
 LO0643
 LO0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LO0643'2.75 MI W FROM SALT LAKE CITY.
 LO0643'0.85 MILE WEST ALONG FIFTH SOUTH STREET FROM THE INTERSECTION OF
 LO0643'REDWOOD ROAD IN SALT LAKE CITY, THENCE 1.9 MILES WEST ALONG THE UNION
 LO0643'PACIFIC RAILROAD, 1 POLE WEST OF THE CROSSING OF A GRAVEL ROAD, 88
 LO0643'FEET SOUTH AND ACROSS THE TRACK FROM THE FIRST POLE WEST OF MILE POLE
 LO0643'778, 42 FEET SOUTH OF THE SOUTH RAIL, 17 FEET EAST OF A CONCRETE ANGLE
 LO0643'POST IN THE FENCE LINE, 3.3 FEET SOUTH OF THE FENCE, 1 FOOT EAST OF A
 LO0643'TELEPHONE POLE, 2.1 FEET WEST OF A WITNESS POST, A 5/8-INCH COPPER
 LO0643'COATED ROD DRIVEN TO SUDDEN REFUSAL AT A DEPTH OF 30 FEET AND ENCASED
 LO0643'IN A CONCRETE POST WHICH PROJECTS 0.4 FOOT.  SECTION 7, T 1 W, R 1 S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0267 ***********************************************************************
 LP0267  DESIGNATION -  U 175
 LP0267  PID         -  LP0267
 LP0267  STATE/COUNTY-  UT/TOOELE
 LP0267  COUNTRY     -  US
 LP0267  USGS QUAD   -  SAINT JOHN (2017)
 LP0267
 LP0267                         *CURRENT SURVEY CONTROL
 LP0267  ______________________________________________________________________
 LP0267* NAD 83(1986) POSITION- 40 21 03.     (N) 112 24 43.     (W)   SCALED
 LP0267* NAVD 88 ORTHO HEIGHT -  1532.723 (meters)     5028.61  (feet) ADJUSTED
 LP0267  ______________________________________________________________________
 LP0267  GEOID HEIGHT    -        -17.654 (meters)                     GEOID18
 LP0267  DYNAMIC HEIGHT  -       1531.387 (meters)     5024.23  (feet) COMP
 LP0267  MODELED GRAVITY -    979,699.9   (mgal)                       NAVD 88
 LP0267
 LP0267  VERT ORDER      -  FIRST     CLASS I
 LP0267
 LP0267.The horizontal coordinates were scaled from a map and have
 LP0267.an estimated accuracy of +/- 6 seconds.
 LP0267
 LP0267.The orthometric height was determined by differential leveling and
 LP0267.adjusted by the NATIONAL GEODETIC SURVEY
 LP0267.in June 1991.
 LP0267
 LP0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0267.GEOID18 height accuracy estimate available here.
 LP0267
 LP0267.Click photographs - Photos may exist for this station.
 LP0267
 LP0267.The dynamic height is computed by dividing the NAVD 88
 LP0267.geopotential number by the normal gravity value computed on the
 LP0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0267.degrees latitude (g = 980.6199 gals.).
 LP0267
 LP0267.The modeled gravity was interpolated from observed gravity values.
 LP0267
 LP0267;                    North         East    Units  Estimated Accuracy
 LP0267;SPC UT C     - 2,224,380.      422,530.      MT  (+/- 180 meters Scaled)
 LP0267
 LP0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK800676(NAD 83)
 LP0267
 LP0267                          SUPERSEDED SURVEY CONTROL
 LP0267
 LP0267  NGVD 29 (??/??/92) 1531.56   (m)         5024.8    (f) COMPUTED    1 1
 LP0267
 LP0267.Superseded values are not recommended for survey control.
 LP0267
 LP0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0267.See file dsdata.pdf to determine how the superseded data were derived.
 LP0267
 LP0267_MARKER: DB = BENCH MARK DISK
 LP0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0267_STAMPING: U 175 1970
 LP0267_MARK LOGO: CGS
 LP0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0267+STABILITY: SURFACE MOTION
 LP0267
 LP0267  HISTORY     - Date     Condition        Report By
 LP0267  HISTORY     - 1970     MONUMENTED       NGS
 LP0267
 LP0267                          STATION DESCRIPTION
 LP0267
 LP0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0267'7.55 MI S FROM STOCKTON.
 LP0267'7.55 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM AN ASPHALT ROAD
 LP0267'CROSSING AT STOCKTON, 1 1/2 FEET NORTH OF MILE POST 735, 40.1 FEET
 LP0267'WEST OF THE WEST RAIL, 57.1 FEET EAST OF THE WEST FENCE LINE, 109 FEET
 LP0267'EAST OF THE CENTER LINE OF STATE HIGHWAY 36, 1.6 FEET SOUTH OF A
 LP0267'WITNESS POST, 2 FEET LOWER THAN THE TRACK, A DISK ON A 5/8-INCH COPPER
 LP0267'COATED ROD WHICH WAS DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 24 FEET.
 LP0267'THE ROD IS ENCASED BY A CONCRETE POST WHICH PROJECTS 0.1 FOOT. SECTION
 LP0267'28, T 5W, R 5S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0292 ***********************************************************************
 LP0292  DESIGNATION -  U 176
 LP0292  PID         -  LP0292
 LP0292  STATE/COUNTY-  UT/TOOELE
 LP0292  COUNTRY     -  US
 LP0292  USGS QUAD   -  LOFGREEN (2017)
 LP0292
 LP0292                         *CURRENT SURVEY CONTROL
 LP0292  ______________________________________________________________________
 LP0292* NAD 83(1986) POSITION- 40 03 06.     (N) 112 20 22.     (W)   SCALED
 LP0292* NAVD 88 ORTHO HEIGHT -  1734.175 (meters)     5689.54  (feet) ADJUSTED
 LP0292  ______________________________________________________________________
 LP0292  GEOID HEIGHT    -        -17.754 (meters)                     GEOID18
 LP0292  DYNAMIC HEIGHT  -       1732.579 (meters)     5684.30  (feet) COMP
 LP0292  MODELED GRAVITY -    979,643.8   (mgal)                       NAVD 88
 LP0292  OBS GRAVITY     -    979,639.5   (mgal)                       GRAV_OBS
 LP0292
 LP0292  VERT ORDER      -  FIRST     CLASS I
 LP0292
 LP0292.The horizontal coordinates were scaled from a map and have
 LP0292.an estimated accuracy of +/- 6 seconds.
 LP0292
 LP0292.The orthometric height was determined by differential leveling and
 LP0292.adjusted by the NATIONAL GEODETIC SURVEY
 LP0292.in June 1991.
 LP0292
 LP0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0292.GEOID18 height accuracy estimate available here.
 LP0292
 LP0292.Click photographs - Photos may exist for this station.
 LP0292
 LP0292.The dynamic height is computed by dividing the NAVD 88
 LP0292.geopotential number by the normal gravity value computed on the
 LP0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0292.degrees latitude (g = 980.6199 gals.).
 LP0292
 LP0292.The modeled gravity was interpolated from observed gravity values.
 LP0292
 LP0292.The observed gravity was obtained from relative gravimeter ties
 LP0292.to the IGSN71 gravity network.
 LP0292
 LP0292;                    North         East    Units  Estimated Accuracy
 LP0292;SPC UT C     - 2,191,100.      428,380.      MT  (+/- 180 meters Scaled)
 LP0292
 LP0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK857343(NAD 83)
 LP0292
 LP0292                          SUPERSEDED SURVEY CONTROL
 LP0292
 LP0292  NGVD 29 (??/??/92) 1733.11   (m)         5686.0    (f) COMPUTED    1 1
 LP0292
 LP0292.Superseded values are not recommended for survey control.
 LP0292
 LP0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0292.See file dsdata.pdf to determine how the superseded data were derived.
 LP0292
 LP0292_MARKER: DB = BENCH MARK DISK
 LP0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0292_STAMPING: U 176 1970
 LP0292_MARK LOGO: CGS
 LP0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0292+STABILITY: SURFACE MOTION
 LP0292
 LP0292  HISTORY     - Date     Condition        Report By
 LP0292  HISTORY     - 1970     MONUMENTED       NGS
 LP0292
 LP0292                          STATION DESCRIPTION
 LP0292
 LP0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0292'2.95 MI N FROM LOFGREEN.
 LP0292'2.95 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING SIGN
 LP0292'AT LOFGREEN, AT THE EAST END OF A CURVE AND A CUT, 3 POLES EAST OF
 LP0292'MILE POST 713, 51.0 FEET SOUTH OF THE SOUTH RAIL, 1 1/2 FEET EAST OF
 LP0292'THE THIRD POLE EAST OF THE MILE POST, 45.9 FEET NORTH OF A FENCE, 2.2
 LP0292'FEET WEST OF A WITNESS POST, 1 1/2 FEET LOWER THAN THE TRACK AND IN
 LP0292'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.  SECTION 7, T 4W, R
 LP0292'9S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0044 ***********************************************************************
 KO0044  DESIGNATION -  U 177
 KO0044  PID         -  KO0044
 KO0044  STATE/COUNTY-  UT/JUAB
 KO0044  COUNTRY     -  US
 KO0044  USGS QUAD   -  MCINTYRE (2017)
 KO0044
 KO0044                         *CURRENT SURVEY CONTROL
 KO0044  ______________________________________________________________________
 KO0044* NAD 83(1986) POSITION- 39 49 20.     (N) 112 10 35.     (W)   SCALED
 KO0044* NAVD 88 ORTHO HEIGHT -  1693.413 (meters)     5555.81  (feet) ADJUSTED
 KO0044  ______________________________________________________________________
 KO0044  GEOID HEIGHT    -        -18.000 (meters)                     GEOID18
 KO0044  DYNAMIC HEIGHT  -       1691.789 (meters)     5550.48  (feet) COMP
 KO0044  MODELED GRAVITY -    979,608.0   (mgal)                       NAVD 88
 KO0044  OBS GRAVITY     -    979,604.0   (mgal)                       GRAV_OBS
 KO0044
 KO0044  VERT ORDER      -  FIRST     CLASS I
 KO0044
 KO0044.The horizontal coordinates were scaled from a map and have
 KO0044.an estimated accuracy of +/- 6 seconds.
 KO0044
 KO0044.The orthometric height was determined by differential leveling and
 KO0044.adjusted by the NATIONAL GEODETIC SURVEY
 KO0044.in June 1991.
 KO0044
 KO0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0044.GEOID18 height accuracy estimate available here.
 KO0044
 KO0044.Click photographs - Photos may exist for this station.
 KO0044
 KO0044.The dynamic height is computed by dividing the NAVD 88
 KO0044.geopotential number by the normal gravity value computed on the
 KO0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0044.degrees latitude (g = 980.6199 gals.).
 KO0044
 KO0044.The modeled gravity was interpolated from observed gravity values.
 KO0044
 KO0044.The observed gravity was obtained from relative gravimeter ties
 KO0044.to the IGSN71 gravity network.
 KO0044
 KO0044;                    North         East    Units  Estimated Accuracy
 KO0044;SPC UT C     - 2,165,510.      442,100.      MT  (+/- 180 meters Scaled)
 KO0044
 KO0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK993086(NAD 83)
 KO0044
 KO0044                          SUPERSEDED SURVEY CONTROL
 KO0044
 KO0044.No superseded survey control is available for this station.
 KO0044
 KO0044_MARKER: DB = BENCH MARK DISK
 KO0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0044_STAMPING: U 177 1970
 KO0044_MARK LOGO: CGS
 KO0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0044+STABILITY: SURFACE MOTION
 KO0044
 KO0044  HISTORY     - Date     Condition        Report By
 KO0044  HISTORY     - 1970     MONUMENTED       NGS
 KO0044
 KO0044                          STATION DESCRIPTION
 KO0044
 KO0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0044'7.5 MI S FROM TINTIC JUNCTION.
 KO0044'7.5 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 KO0044'TINTIC JUNCTION, 2 POLES NORTHEAST OF AND ACROSS THE TRACK FROM
 KO0044'MILEPOLE 691, 100.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1 1/2 FEET
 KO0044'NORTHEAST OF A TELEPHONE POLE, 1.7 FEET SOUTHEAST OF A FENCE, 2.2 FEET
 KO0044'SOUTHWEST OF A WITNESS POST, ABOUT 8 1/2 FEET HIGHER THAN THE TRACK, A
 KO0044'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL
 KO0044'REFUSAL AT A DEPTH OF 13 FEET.  THE UPPER PORTION OF THE ROD IS
 KO0044'ENCASED IN A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KO0044'SECTION 33, T 11S, R 3W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0017 ***********************************************************************
 KO0017  DESIGNATION -  U 178
 KO0017  PID         -  KO0017
 KO0017  STATE/COUNTY-  UT/JUAB
 KO0017  COUNTRY     -  US
 KO0017  USGS QUAD   -  TANNER CREEK NARROWS (2017)
 KO0017
 KO0017                         *CURRENT SURVEY CONTROL
 KO0017  ______________________________________________________________________
 KO0017* NAD 83(1986) POSITION- 39 38 48.     (N) 112 17 57.     (W)   SCALED
 KO0017* NAVD 88 ORTHO HEIGHT -  1551.919 (meters)     5091.59  (feet) ADJUSTED
 KO0017  ______________________________________________________________________
 KO0017  GEOID HEIGHT    -        -18.212 (meters)                     GEOID18
 KO0017  DYNAMIC HEIGHT  -       1550.529 (meters)     5087.03  (feet) COMP
 KO0017  MODELED GRAVITY -    979,676.0   (mgal)                       NAVD 88
 KO0017
 KO0017  VERT ORDER      -  FIRST     CLASS I
 KO0017
 KO0017.The horizontal coordinates were scaled from a map and have
 KO0017.an estimated accuracy of +/- 6 seconds.
 KO0017
 KO0017.The orthometric height was determined by differential leveling and
 KO0017.adjusted by the NATIONAL GEODETIC SURVEY
 KO0017.in June 1991.
 KO0017
 KO0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0017.GEOID18 height accuracy estimate available here.
 KO0017
 KO0017.Click photographs - Photos may exist for this station.
 KO0017
 KO0017.The dynamic height is computed by dividing the NAVD 88
 KO0017.geopotential number by the normal gravity value computed on the
 KO0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0017.degrees latitude (g = 980.6199 gals.).
 KO0017
 KO0017.The modeled gravity was interpolated from observed gravity values.
 KO0017
 KO0017;                    North         East    Units  Estimated Accuracy
 KO0017;SPC UT C     - 2,146,110.      431,410.      MT  (+/- 180 meters Scaled)
 KO0017
 KO0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ885893(NAD 83)
 KO0017
 KO0017                          SUPERSEDED SURVEY CONTROL
 KO0017
 KO0017.No superseded survey control is available for this station.
 KO0017
 KO0017_MARKER: DB = BENCH MARK DISK
 KO0017_SETTING: 66 = SET IN ROCK OUTCROP
 KO0017_STAMPING: U 178 1970
 KO0017_MARK LOGO: CGS
 KO0017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0017+STABILITY: POSITION/ELEVATION WELL
 KO0017
 KO0017  HISTORY     - Date     Condition        Report By
 KO0017  HISTORY     - 1970     MONUMENTED       NGS
 KO0017
 KO0017                          STATION DESCRIPTION
 KO0017
 KO0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0017'9.95 MI NE FROM LYNNDYL.
 KO0017'9.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0017'SIGN AT LYNNDYL, THENCE 0.25 MILE SOUTHEAST ALONG A GRAVELED ROAD,
 KO0017'THENCE 0.3 MILE NORTHEAST ALONG U.S. HIGHWAY 50 AND 6, ABOUT 100 FEET
 KO0017'NORTHEAST OF THE NORTHEAST EDGE OF A GRAVEL PIT, 214 1/2 FEET
 KO0017'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 168.5 FEET
 KO0017'SOUTH-SOUTHEAST OF BENCH MARK T 178, 49 FEET SOUTHWEST OF A TELEPHONE
 KO0017'POLE, 10 FEET NORTH OF A LONE TREE, IN THE TOP OF THE WEST END OF A
 KO0017'LONG OUTCROP WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 30 FEET
 KO0017'EAST OF THE WEST END OF THE OUTCROP, 5.0 FEET NORTHWEST OF A WITNESS
 KO0017'POST, ABOUT 32 FEET HIGHER THAN THE HIGHWAY AND 21 FEET HIGHER THAN
 KO0017'BENCH MARK T 178.  SECTION 33, T 13S, R4W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0212 ***********************************************************************
 KO0212  DESIGNATION -  U 179
 KO0212  PID         -  KO0212
 KO0212  STATE/COUNTY-  UT/MILLARD
 KO0212  COUNTRY     -  US
 KO0212  USGS QUAD   -  HINCKLEY (2017)
 KO0212
 KO0212                         *CURRENT SURVEY CONTROL
 KO0212  ______________________________________________________________________
 KO0212* NAD 83(1986) POSITION- 39 15 27.     (N) 112 39 07.     (W)   SCALED
 KO0212* NAVD 88 ORTHO HEIGHT -  1397.331 (meters)     4584.41  (feet) ADJUSTED
 KO0212  ______________________________________________________________________
 KO0212  GEOID HEIGHT    -        -19.803 (meters)                     GEOID18
 KO0212  DYNAMIC HEIGHT  -       1396.023 (meters)     4580.12  (feet) COMP
 KO0212  MODELED GRAVITY -    979,642.7   (mgal)                       NAVD 88
 KO0212  OBS GRAVITY     -    979,643.0   (mgal)                       GRAV_OBS
 KO0212
 KO0212  VERT ORDER      -  FIRST     CLASS I
 KO0212
 KO0212.The horizontal coordinates were scaled from a map and have
 KO0212.an estimated accuracy of +/- 6 seconds.
 KO0212
 KO0212.The orthometric height was determined by differential leveling and
 KO0212.adjusted by the NATIONAL GEODETIC SURVEY
 KO0212.in June 1991.
 KO0212
 KO0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0212.GEOID18 height accuracy estimate available here.
 KO0212
 KO0212.Click photographs - Photos may exist for this station.
 KO0212
 KO0212.The dynamic height is computed by dividing the NAVD 88
 KO0212.geopotential number by the normal gravity value computed on the
 KO0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0212.degrees latitude (g = 980.6199 gals.).
 KO0212
 KO0212.The modeled gravity was interpolated from observed gravity values.
 KO0212
 KO0212.The observed gravity was obtained from relative gravimeter ties
 KO0212.to the IGSN71 gravity network.
 KO0212
 KO0212;                    North         East    Units  Estimated Accuracy
 KO0212;SPC UT C     - 2,103,240.      400,580.      MT  (+/- 180 meters Scaled)
 KO0212
 KO0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ574466(NAD 83)
 KO0212
 KO0212                          SUPERSEDED SURVEY CONTROL
 KO0212
 KO0212  NGVD 29 (??/??/92) 1396.25   (m)         4580.9    (f) COMPUTED    1 1
 KO0212
 KO0212.Superseded values are not recommended for survey control.
 KO0212
 KO0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0212.See file dsdata.pdf to determine how the superseded data were derived.
 KO0212
 KO0212_MARKER: DB = BENCH MARK DISK
 KO0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0212_STAMPING: U 179 1970
 KO0212_MARK LOGO: CGS
 KO0212_PROJECTION: PROJECTING
 KO0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0212+STABILITY: SURFACE MOTION
 KO0212
 KO0212  HISTORY     - Date     Condition        Report By
 KO0212  HISTORY     - 1970     MONUMENTED       NGS
 KO0212
 KO0212                          STATION DESCRIPTION
 KO0212
 KO0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0212'7.85 MI SW FROM DELTA.
 KO0212'7.85 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0212'AT DELTA, AT THE CROSSING OF A GRAVELED ROAD, 2 POLES SOUTHWEST OF
 KO0212'MILEPOLE 641.50, 89.0 FEET NORTHWEST OF THE NORTHWEST RAIL, 65 FEET
 KO0212'SOUTH OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET SOUTHWEST OF
 KO0212'TELEPHONE POLE 33F, 10.5 FEET SOUTHWEST OF A FENCE, 8.8 FEET SOUTHEAST
 KO0212'OF A FENCE, 10 FEET SOUTH OF A FENCE CORNER POST, 1.8 FEET NORTHEAST
 KO0212'OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND SET IN
 KO0212'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 KO0212'SECTION 16, T18S, R7W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0295 ***********************************************************************
 JM0295  DESIGNATION -  U 18
 JM0295  PID         -  JM0295
 JM0295  STATE/COUNTY-  UT/GRAND
 JM0295  COUNTRY     -  US
 JM0295  USGS QUAD   -  VALLEY CITY (2017)
 JM0295
 JM0295                         *CURRENT SURVEY CONTROL
 JM0295  ______________________________________________________________________
 JM0295* NAD 83(1986) POSITION- 38 49 11.1    (N) 109 46 34.0    (W)   HD_HELD2
 JM0295* NAVD 88 ORTHO HEIGHT -  1430.128 (meters)     4692.01  (feet) ADJUSTED
 JM0295  ______________________________________________________________________
 JM0295  GEOID HEIGHT    -        -20.666 (meters)                     GEOID18
 JM0295  DYNAMIC HEIGHT  -       1428.659 (meters)     4687.19  (feet) COMP
 JM0295  MODELED GRAVITY -    979,552.2   (mgal)                       NAVD 88
 JM0295
 JM0295  VERT ORDER      -  FIRST     CLASS II
 JM0295
 JM0295.The horizontal coordinates were established by autonomous hand held GPS
 JM0295.observations and have an estimated accuracy of +/- 10 meters.
 JM0295
 JM0295.The orthometric height was determined by differential leveling and
 JM0295.adjusted by the NATIONAL GEODETIC SURVEY
 JM0295.in June 1991.
 JM0295
 JM0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0295.GEOID18 height accuracy estimate available here.
 JM0295
 JM0295.Click photographs - Photos may exist for this station.
 JM0295
 JM0295.The dynamic height is computed by dividing the NAVD 88
 JM0295.geopotential number by the normal gravity value computed on the
 JM0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0295.degrees latitude (g = 980.6199 gals.).
 JM0295
 JM0295.The modeled gravity was interpolated from observed gravity values.
 JM0295
 JM0295;                    North         East    Units  Estimated Accuracy
 JM0295;SPC UT C     - 2,055,446.      649,711.      MT  (+/- 10 meters HH2 GPS)
 JM0295
 JM0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH0624897485(NAD 83)
 JM0295
 JM0295                          SUPERSEDED SURVEY CONTROL
 JM0295
 JM0295  NGVD 29 (??/??/92) 1429.094  (m)         4688.62   (f) ADJ UNCH    1 2
 JM0295
 JM0295.Superseded values are not recommended for survey control.
 JM0295
 JM0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0295.See file dsdata.pdf to determine how the superseded data were derived.
 JM0295
 JM0295_MARKER: DB = BENCH MARK DISK
 JM0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0295_STAMPING: U 18 1933
 JM0295_MARK LOGO: CGS
 JM0295_PROJECTION: PROJECTING 30 CENTIMETERS
 JM0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0295+STABILITY: SURFACE MOTION
 JM0295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0295+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2009
 JM0295
 JM0295  HISTORY     - Date     Condition        Report By
 JM0295  HISTORY     - 1933     MONUMENTED       CGS
 JM0295  HISTORY     - 1968     GOOD             CGS
 JM0295  HISTORY     - 20091122 GOOD             GEOCAC
 JM0295
 JM0295                          STATION DESCRIPTION
 JM0295
 JM0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 JM0295'10.4 MI S FROM CRESENT JUNCTION.
 JM0295'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 6, 50, AND 160, AT CRESENT
 JM0295'JUNCTION.  GO SOUTH ON U.S. HIGHWAY 160 FOR 9.9 MILES TO A SIDEROAD ON
 JM0295'THE RIGHT.  TURN RIGHT ACROSS A CATTLE-GUARD AND RAILROAD TRACK, THEN
 JM0295'SHARP RIGHT, SOUTH, ALONG THE EAST SIDE OF THE RAILROAD TRACK AND
 JM0295'CONTINUE SOUTH FOR 0.5 MILE TO THE MARK ON THE RIGHT.  MARK IS A
 JM0295'STANDARD BRONZE DISK STAMPED U-18 1933.  SET IN THE TOP OF A 10 INCH
 JM0295'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 1 FOOT ABOVE GROUND LEVEL.
 JM0295
 JM0295                          STATION RECOVERY (2009)
 JM0295
 JM0295'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0295'TOP OF THE CONCRETE POST IS SPAWLING BUT THE MARK IS STILL SOLID.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0377 ***********************************************************************
 JO0377  DESIGNATION -  U 180
 JO0377  PID         -  JO0377
 JO0377  STATE/COUNTY-  UT/MILLARD
 JO0377  COUNTRY     -  US
 JO0377  USGS QUAD   -  BORDEN (2017)
 JO0377
 JO0377                         *CURRENT SURVEY CONTROL
 JO0377  ______________________________________________________________________
 JO0377* NAD 83(1986) POSITION- 38 58 54.3    (N) 112 47 41.0    (W)   HD_HELD2
 JO0377* NAVD 88 ORTHO HEIGHT -  1439.567 (meters)     4722.98  (feet) ADJUSTED
 JO0377  ______________________________________________________________________
 JO0377  GEOID HEIGHT    -        -20.080 (meters)                     GEOID18
 JO0377  DYNAMIC HEIGHT  -       1438.186 (meters)     4718.45  (feet) COMP
 JO0377  MODELED GRAVITY -    979,618.0   (mgal)                       NAVD 88
 JO0377
 JO0377  VERT ORDER      -  FIRST     CLASS I
 JO0377
 JO0377.The horizontal coordinates were established by autonomous hand held GPS
 JO0377.observations and have an estimated accuracy of +/- 10 meters.
 JO0377
 JO0377.The orthometric height was determined by differential leveling and
 JO0377.adjusted by the NATIONAL GEODETIC SURVEY
 JO0377.in June 1991.
 JO0377
 JO0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0377.GEOID18 height accuracy estimate available here.
 JO0377
 JO0377.Click photographs - Photos may exist for this station.
 JO0377
 JO0377.The dynamic height is computed by dividing the NAVD 88
 JO0377.geopotential number by the normal gravity value computed on the
 JO0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0377.degrees latitude (g = 980.6199 gals.).
 JO0377
 JO0377.The modeled gravity was interpolated from observed gravity values.
 JO0377
 JO0377;                    North         East    Units  Estimated Accuracy
 JO0377;SPC UT C     - 2,072,800.      387,817.      MT  (+/- 10 meters HH2 GPS)
 JO0377
 JO0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ4454616283(NAD 83)
 JO0377
 JO0377                          SUPERSEDED SURVEY CONTROL
 JO0377
 JO0377  NGVD 29 (??/??/92) 1438.46   (m)         4719.3    (f) COMPUTED    1 1
 JO0377
 JO0377.Superseded values are not recommended for survey control.
 JO0377
 JO0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0377.See file dsdata.pdf to determine how the superseded data were derived.
 JO0377
 JO0377_MARKER: DB = BENCH MARK DISK
 JO0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0377_STAMPING: U 180 1970
 JO0377_MARK LOGO: CGS
 JO0377_PROJECTION: FLUSH
 JO0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0377+STABILITY: SURFACE MOTION
 JO0377
 JO0377  HISTORY     - Date     Condition        Report By
 JO0377  HISTORY     - 1970     MONUMENTED       NGS
 JO0377
 JO0377                          STATION DESCRIPTION
 JO0377
 JO0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0377'21.6 MI NE FROM BLACK ROCK.
 JO0377'21.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JO0377'AT BLACK ROCK, 2 FEET SOUTHWEST OF MILEPOLE 621, 1 TELEPHONE POLE
 JO0377'NORTHEAST OF THE CROSSING OF A PRIVATE ROAD AND STEEL GATE, 86.8 FEET
 JO0377'NORTHWEST OF THE NORTHWEST RAIL, 29 1/2 FEET SOUTHEAST OF THE CENTER
 JO0377'LINE OF STATE HIGHWAY 257, 151.3 FEET NORTHWEST OF THE NORTH CORNER OF
 JO0377'A SMALL HOUSE, 9.9 FEET SOUTHEAST OF A FENCE, 2.8 FEET NORTHEAST OF A
 JO0377'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF
 JO0377'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0228 ***********************************************************************
 JO0228  DESIGNATION -  U 181
 JO0228  PID         -  JO0228
 JO0228  STATE/COUNTY-  UT/MILLARD
 JO0228  COUNTRY     -  US
 JO0228  USGS QUAD   -  BLACK ROCK (2017)
 JO0228
 JO0228                         *CURRENT SURVEY CONTROL
 JO0228  ______________________________________________________________________
 JO0228* NAD 83(1986) POSITION- 38 44 20.     (N) 112 57 26.     (W)   SCALED
 JO0228* NAVD 88 ORTHO HEIGHT -  1477.551 (meters)     4847.60  (feet) ADJUSTED
 JO0228  ______________________________________________________________________
 JO0228  GEOID HEIGHT    -        -20.294 (meters)                     GEOID18
 JO0228  DYNAMIC HEIGHT  -       1476.103 (meters)     4842.85  (feet) COMP
 JO0228  MODELED GRAVITY -    979,596.2   (mgal)                       NAVD 88
 JO0228
 JO0228  VERT ORDER      -  FIRST     CLASS I
 JO0228
 JO0228.The horizontal coordinates were scaled from a map and have
 JO0228.an estimated accuracy of +/- 6 seconds.
 JO0228
 JO0228.The orthometric height was determined by differential leveling and
 JO0228.adjusted by the NATIONAL GEODETIC SURVEY
 JO0228.in June 1991.
 JO0228
 JO0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0228.GEOID18 height accuracy estimate available here.
 JO0228
 JO0228.Click photographs - Photos may exist for this station.
 JO0228
 JO0228.The dynamic height is computed by dividing the NAVD 88
 JO0228.geopotential number by the normal gravity value computed on the
 JO0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0228.degrees latitude (g = 980.6199 gals.).
 JO0228
 JO0228.The modeled gravity was interpolated from observed gravity values.
 JO0228
 JO0228;                    North         East    Units  Estimated Accuracy
 JO0228;SPC UT C     - 2,046,060.      373,300.      MT  (+/- 180 meters Scaled)
 JO0228
 JO0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH298896(NAD 83)
 JO0228
 JO0228                          SUPERSEDED SURVEY CONTROL
 JO0228
 JO0228  NGVD 29 (??/??/92) 1476.281  (m)         4843.43   (f) ADJ UNCH    1 1
 JO0228
 JO0228.Superseded values are not recommended for survey control.
 JO0228
 JO0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0228.See file dsdata.pdf to determine how the superseded data were derived.
 JO0228
 JO0228_MARKER: DB = BENCH MARK DISK
 JO0228_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JO0228_SP_SET: ABUTMENT
 JO0228_STAMPING: U 181 1970
 JO0228_MARK LOGO: CGS
 JO0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0228
 JO0228  HISTORY     - Date     Condition        Report By
 JO0228  HISTORY     - 1970     MONUMENTED       NGS
 JO0228
 JO0228                          STATION DESCRIPTION
 JO0228
 JO0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0228'1.75 MI NE FROM BLACK ROCK.
 JO0228'1.75 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JO0228'AT BLACK ROCK, 3 POLES NORTHEAST OF MILEPOLE 601, IN THE TOP AND 0.9
 JO0228'FOOT SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT
 JO0228'OF STEEL TRUSS BRIDGE 601.13, 5.8 FEET NORTHWEST OF THE NORTHWEST
 JO0228'RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0173 ***********************************************************************
 JO0173  DESIGNATION -  U 182
 JO0173  PID         -  JO0173
 JO0173  STATE/COUNTY-  UT/BEAVER
 JO0173  COUNTRY     -  US
 JO0173  USGS QUAD   -  RANCH CANYON (2017)
 JO0173
 JO0173                         *CURRENT SURVEY CONTROL
 JO0173  ______________________________________________________________________
 JO0173* NAD 83(1986) POSITION- 38 25 24.3    (N) 112 59 34.3    (W)   HD_HELD2
 JO0173* NAVD 88 ORTHO HEIGHT -  1509.715 (meters)     4953.12  (feet) ADJUSTED
 JO0173  ______________________________________________________________________
 JO0173  GEOID HEIGHT    -        -20.916 (meters)                     GEOID18
 JO0173  DYNAMIC HEIGHT  -       1508.125 (meters)     4947.91  (feet) COMP
 JO0173  MODELED GRAVITY -    979,523.1   (mgal)                       NAVD 88
 JO0173  OBS GRAVITY     -    979,524.8   (mgal)                       GRAV_OBS
 JO0173
 JO0173  VERT ORDER      -  FIRST     CLASS I
 JO0173
 JO0173.The horizontal coordinates were established by autonomous hand held GPS
 JO0173.observations and have an estimated accuracy of +/- 10 meters.
 JO0173
 JO0173.The orthometric height was determined by differential leveling and
 JO0173.adjusted by the NATIONAL GEODETIC SURVEY
 JO0173.in June 1991.
 JO0173
 JO0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0173.GEOID18 height accuracy estimate available here.
 JO0173
 JO0173.Click photographs - Photos may exist for this station.
 JO0173
 JO0173.The dynamic height is computed by dividing the NAVD 88
 JO0173.geopotential number by the normal gravity value computed on the
 JO0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0173.degrees latitude (g = 980.6199 gals.).
 JO0173
 JO0173.The modeled gravity was interpolated from observed gravity values.
 JO0173
 JO0173.The observed gravity was obtained from relative gravimeter ties
 JO0173.to the IGSN71 gravity network.
 JO0173
 JO0173;                    North         East    Units  Estimated Accuracy
 JO0173;SPC UT S     - 3,196,018.      369,640.      MT  (+/- 10 meters HH2 GPS)
 JO0173
 JO0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH2603454676(NAD 83)
 JO0173
 JO0173                          SUPERSEDED SURVEY CONTROL
 JO0173
 JO0173  NGVD 29 (??/??/92) 1508.329  (m)         4948.58   (f) ADJ UNCH    1 1
 JO0173
 JO0173.Superseded values are not recommended for survey control.
 JO0173
 JO0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0173.See file dsdata.pdf to determine how the superseded data were derived.
 JO0173
 JO0173_MARKER: DB = BENCH MARK DISK
 JO0173_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0173_SP_SET: ABUTMENT
 JO0173_STAMPING: U 182 1970
 JO0173_MARK LOGO: CGS
 JO0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0173+STABILITY: SURFACE MOTION
 JO0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0173+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2021
 JO0173
 JO0173  HISTORY     - Date     Condition        Report By
 JO0173  HISTORY     - 1970     MONUMENTED       NGS
 JO0173  HISTORY     - 20210510 GOOD             UGS
 JO0173
 JO0173                          STATION DESCRIPTION
 JO0173
 JO0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0173'2.25 MI N FROM MILFORD.
 JO0173'2.25 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JO0173'MILFORD, 1 1/2 POLES NORTHEAST OF MILEPOLE 579, IN THE TOP AND 0.8
 JO0173'FOOT SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT
 JO0173'OF BRIDGE 579.06, 6.3 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT
 JO0173'LEVEL WITH THE TRACK.  SECTION 32, T27S, R 10W.
 JO0173
 JO0173                          STATION RECOVERY (2021)
 JO0173
 JO0173'RECOVERY NOTE BY UTAH GEOLOGICAL SURVEY 2021 (BE)
 JO0173'DUE TO THE PROXIMITY OF THE ACTIVE RAILROAD TRACK, A GPS TRIPOD IS NOT
 JO0173'ADVISABLE, UNLESS COORDINATION WITH THE RAILROAD COMPANY IS MADE FOR
 JO0173'THE REQUIRED 4+ HOUR GPS OCCUPATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0316 ***********************************************************************
 JM0316  DESIGNATION -  U 19
 JM0316  PID         -  JM0316
 JM0316  STATE/COUNTY-  UT/GRAND
 JM0316  COUNTRY     -  US
 JM0316  USGS QUAD   -  MOAB (2017)
 JM0316
 JM0316                         *CURRENT SURVEY CONTROL
 JM0316  ______________________________________________________________________
 JM0316* NAD 83(1986) POSITION- 38 32 14.     (N) 109 30 15.     (W)   SCALED
 JM0316* NAVD 88 ORTHO HEIGHT -  1356.150 (meters)     4449.30  (feet) ADJUSTED
 JM0316  ______________________________________________________________________
 JM0316  GEOID HEIGHT    -        -20.202 (meters)                     GEOID18
 JM0316  DYNAMIC HEIGHT  -       1354.718 (meters)     4444.60  (feet) COMP
 JM0316  MODELED GRAVITY -    979,527.6   (mgal)                       NAVD 88
 JM0316
 JM0316  VERT ORDER      -  FIRST     CLASS II
 JM0316
 JM0316.The horizontal coordinates were scaled from a map and have
 JM0316.an estimated accuracy of +/- 6 seconds.
 JM0316
 JM0316.The orthometric height was determined by differential leveling and
 JM0316.adjusted by the NATIONAL GEODETIC SURVEY
 JM0316.in June 1991.
 JM0316
 JM0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0316.GEOID18 height accuracy estimate available here.
 JM0316
 JM0316.Click photographs - Photos may exist for this station.
 JM0316
 JM0316.The dynamic height is computed by dividing the NAVD 88
 JM0316.geopotential number by the normal gravity value computed on the
 JM0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0316.degrees latitude (g = 980.6199 gals.).
 JM0316
 JM0316.The modeled gravity was interpolated from observed gravity values.
 JM0316
 JM0316;                    North         East    Units  Estimated Accuracy
 JM0316;SPC UT C     - 2,024,580.      674,030.      MT  (+/- 180 meters Scaled)
 JM0316
 JM0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH303664(NAD 83)
 JM0316
 JM0316                          SUPERSEDED SURVEY CONTROL
 JM0316
 JM0316  NGVD 29 (??/??/92) 1355.128  (m)         4445.95   (f) ADJ UNCH    1 2
 JM0316
 JM0316.Superseded values are not recommended for survey control.
 JM0316
 JM0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0316.See file dsdata.pdf to determine how the superseded data were derived.
 JM0316
 JM0316_MARKER: DB = BENCH MARK DISK
 JM0316_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JM0316_SP_SET: CULVERT HEADWALL
 JM0316_STAMPING: 4445.949 U 19 1933
 JM0316_MARK LOGO: CGS
 JM0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0316+STABILITY: SURFACE MOTION
 JM0316
 JM0316  HISTORY     - Date     Condition        Report By
 JM0316  HISTORY     - 1933     MONUMENTED       CGS
 JM0316  HISTORY     - 1934     GOOD             CGS
 JM0316  HISTORY     - 20091109 MARK NOT FOUND   GEOCAC
 JM0316
 JM0316                          STATION DESCRIPTION
 JM0316
 JM0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0316'3.8 MI SE FROM MOAB.
 JM0316'3.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 JM0316'MOAB, GRAND COUNTY, AT A 3-FOOT SQUARE MASONRY CULVERT, IN THE TOP OF
 JM0316'THE NORTH END OF THE WEST CONCRETE HEADWALL, AND 1 FOOT LOWER THAN THE
 JM0316'HIGHWAY.  A STANDARD DISK, STAMPED 4445.949 U 19 1933.
 JM0316
 JM0316                          STATION RECOVERY (2009)
 JM0316
 JM0316'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0316'CULVERT HAS BEEN REPLACED WITH A METAL TUBE AND THE CONCRETE HEADWALL
 JM0316'IS GONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0038 ***********************************************************************
 LP0038  DESIGNATION -  U 2
 LP0038  PID         -  LP0038
 LP0038  STATE/COUNTY-  UT/TOOELE
 LP0038  COUNTRY     -  US
 LP0038  USGS QUAD   -  SOUTH MOUNTAIN (2017)
 LP0038
 LP0038                         *CURRENT SURVEY CONTROL
 LP0038  ______________________________________________________________________
 LP0038* NAD 83(1986) POSITION- 40 24 46.     (N) 112 23 16.     (W)   SCALED
 LP0038* NAVD 88 ORTHO HEIGHT -  1517.166 (meters)     4977.57  (feet) ADJUSTED
 LP0038  ______________________________________________________________________
 LP0038  GEOID HEIGHT    -        -17.495 (meters)                     GEOID18
 LP0038  DYNAMIC HEIGHT  -       1515.854 (meters)     4973.26  (feet) COMP
 LP0038  MODELED GRAVITY -    979,707.8   (mgal)                       NAVD 88
 LP0038
 LP0038  VERT ORDER      -  FIRST     CLASS I
 LP0038
 LP0038.The horizontal coordinates were scaled from a map and have
 LP0038.an estimated accuracy of +/- 6 seconds.
 LP0038
 LP0038.The orthometric height was determined by differential leveling and
 LP0038.adjusted by the NATIONAL GEODETIC SURVEY
 LP0038.in June 1991.
 LP0038
 LP0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0038.GEOID18 height accuracy estimate available here.
 LP0038
 LP0038.Click photographs - Photos may exist for this station.
 LP0038
 LP0038.The dynamic height is computed by dividing the NAVD 88
 LP0038.geopotential number by the normal gravity value computed on the
 LP0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0038.degrees latitude (g = 980.6199 gals.).
 LP0038
 LP0038.The modeled gravity was interpolated from observed gravity values.
 LP0038
 LP0038;                    North         East    Units  Estimated Accuracy
 LP0038;SPC UT C     - 2,231,240.      424,650.      MT  (+/- 180 meters Scaled)
 LP0038
 LP0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK822744(NAD 83)
 LP0038
 LP0038                          SUPERSEDED SURVEY CONTROL
 LP0038
 LP0038  NGVD 29 (??/??/92) 1516.028  (m)         4973.84   (f) ADJ UNCH    1 1
 LP0038
 LP0038.Superseded values are not recommended for survey control.
 LP0038
 LP0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0038.See file dsdata.pdf to determine how the superseded data were derived.
 LP0038
 LP0038_MARKER: P = PIPE CAP
 LP0038_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0038_STAMPING: ELEV. 4973.835 FT.
 LP0038_MARK LOGO: CGS
 LP0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0038
 LP0038  HISTORY     - Date     Condition        Report By
 LP0038  HISTORY     - 1908     MONUMENTED       CGS
 LP0038  HISTORY     - 1934     GOOD             CGS
 LP0038  HISTORY     - 1970     GOOD             NGS
 LP0038
 LP0038                          STATION DESCRIPTION
 LP0038
 LP0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0038'3 MI S FROM STOCKTON.
 LP0038'ABOUT 3 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM STOCKTON,
 LP0038'TOOELE COUNTY, ABOUT 15 POLES SOUTH OF MILE POLE 740, ABOUT 29 FEET
 LP0038'WEST OF THE CENTER LINE OF THE TRACK, ABOUT 21 FEET INSIDE THE
 LP0038'RIGHT-OF-WAY FENCE, AND ABOUT 4 FEET EAST OF A POLE.  A STANDARD CAP,
 LP0038'STAMPED ELEV. 4973.835 FT. AND FASTENED ON THE TOP OF AN IRON PIPE
 LP0038'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 LP0038
 LP0038                          STATION RECOVERY (1970)
 LP0038
 LP0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LP0038'3.05 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM AN ASPHALT ROAD
 LP0038'CROSSING AT STOCKTON, 0.3 MILE SOUTH OF A PRIVATE ROAD CROSSING, 3 1/2
 LP0038'FEET EAST OF MILE POST 739.50, 26.3 FEET WEST OF THE WEST RAIL, 1.5
 LP0038'FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, A CAP
 LP0038'ON THE TOP OF AN IRON PIPE PROJECTING 0.6 FOOT. SEC 3, T 5W, R 5S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0244 ***********************************************************************
 JM0244  DESIGNATION -  U 20
 JM0244  PID         -  JM0244
 JM0244  STATE/COUNTY-  UT/SAN JUAN
 JM0244  COUNTRY     -  US
 JM0244  USGS QUAD   -  LA SAL JUNCTION (2017)
 JM0244
 JM0244                         *CURRENT SURVEY CONTROL
 JM0244  ______________________________________________________________________
 JM0244* NAD 83(1986) POSITION- 38 15 46.     (N) 109 22 45.     (W)   SCALED
 JM0244* NAVD 88 ORTHO HEIGHT -  1823.202 (meters)     5981.62  (feet) ADJUSTED
 JM0244  ______________________________________________________________________
 JM0244  GEOID HEIGHT    -        -18.989 (meters)                     GEOID18
 JM0244  DYNAMIC HEIGHT  -       1821.173 (meters)     5974.97  (feet) COMP
 JM0244  MODELED GRAVITY -    979,451.0   (mgal)                       NAVD 88
 JM0244
 JM0244  VERT ORDER      -  FIRST     CLASS II
 JM0244
 JM0244.The horizontal coordinates were scaled from a map and have
 JM0244.an estimated accuracy of +/- 6 seconds.
 JM0244
 JM0244.The orthometric height was determined by differential leveling and
 JM0244.adjusted by the NATIONAL GEODETIC SURVEY
 JM0244.in June 1991.
 JM0244
 JM0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0244.GEOID18 height accuracy estimate available here.
 JM0244
 JM0244.Click photographs - Photos may exist for this station.
 JM0244
 JM0244.The dynamic height is computed by dividing the NAVD 88
 JM0244.geopotential number by the normal gravity value computed on the
 JM0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0244.degrees latitude (g = 980.6199 gals.).
 JM0244
 JM0244.The modeled gravity was interpolated from observed gravity values.
 JM0244
 JM0244;                    North         East    Units  Estimated Accuracy
 JM0244;SPC UT S     - 3,179,250.      685,590.      MT  (+/- 180 meters Scaled)
 JM0244
 JM0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH418362(NAD 83)
 JM0244
 JM0244                          SUPERSEDED SURVEY CONTROL
 JM0244
 JM0244  NGVD 29 (??/??/92) 1822.140  (m)         5978.14   (f) ADJ UNCH    1 2
 JM0244
 JM0244.Superseded values are not recommended for survey control.
 JM0244
 JM0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0244.See file dsdata.pdf to determine how the superseded data were derived.
 JM0244
 JM0244_MARKER: DB = BENCH MARK DISK
 JM0244_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JM0244_SP_SET: CULVERT HEADWALL
 JM0244_STAMPING: 5978.138 U 20 1933
 JM0244_MARK LOGO: CGS
 JM0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0244+STABILITY: SURFACE MOTION
 JM0244
 JM0244  HISTORY     - Date     Condition        Report By
 JM0244  HISTORY     - 1933     MONUMENTED       CGS
 JM0244  HISTORY     - 1954     GOOD             CGS
 JM0244  HISTORY     - 1982     GOOD             USGS
 JM0244
 JM0244                          STATION DESCRIPTION
 JM0244
 JM0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JM0244'28.5 MI N FROM MOAB.
 JM0244'28.5 MILES NORTH ALONG U.S. HIGHWAY 160 FROM THE COURTHOUSE AT
 JM0244'MONTICELLO, SAN JUAN COUNTY, 3.3 MILES SOUTH OF LASAL JUNCTION, 0.8
 JM0244'MILE SOUTHWEST OF LOOKING GLASS ROCK, AT A 24-INCH CULVERT, AND IN THE
 JM0244'TOP OF THE NORTH END OF THE EAST HEADWALL.  A STANDARD DISK, STAMPED
 JM0244'5978.138 U 20 1933.  NOTE-- HIGHWAY 450 HAS BEEN CHANGED TO U.S.
 JM0244'HIGHWAY 160.
 JM0244
 JM0244                          STATION RECOVERY (1982)
 JM0244
 JM0244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0244'MOAB, UTAH 25.4 MILES SOUTHEAST ALONG U.S HWY. 191, 25.4 MILES
 JM0244'SOUTHEAST ALONG U.S. HWY. 191 FROM THE CORNER OF MAIN AND CENTER
 JM0244'STREETS IN MOAB, UTAH. 3.1 MILES SOUTHEAST OF LA SAL JCT. 1.0 MILES
 JM0244'SOUTH ALONG THE OLD HWY., AT A 24 INCH CULVERT, AND IN THE TOP OF THE
 JM0244'NORTH END OF THE EAST HEADWALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0180 ***********************************************************************
 HM0180  DESIGNATION -  U 22
 HM0180  PID         -  HM0180
 HM0180  STATE/COUNTY-  UT/SAN JUAN
 HM0180  COUNTRY     -  US
 HM0180  USGS QUAD   -  BLANDING SOUTH (2017)
 HM0180
 HM0180                         *CURRENT SURVEY CONTROL
 HM0180  ______________________________________________________________________
 HM0180* NAD 83(1986) POSITION- 37 34 26.1    (N) 109 28 42.2    (W)   HD_HELD2
 HM0180* NAVD 88 ORTHO HEIGHT -  1752.134 (meters)     5748.46  (feet) ADJUSTED
 HM0180  ______________________________________________________________________
 HM0180  GEOID HEIGHT    -        -20.119 (meters)                     GEOID18
 HM0180  DYNAMIC HEIGHT  -       1750.084 (meters)     5741.73  (feet) COMP
 HM0180  MODELED GRAVITY -    979,398.0   (mgal)                       NAVD 88
 HM0180
 HM0180  VERT ORDER      -  FIRST     CLASS II
 HM0180
 HM0180.The horizontal coordinates were established by autonomous hand held GPS
 HM0180.observations and have an estimated accuracy of +/- 10 meters.
 HM0180
 HM0180.The orthometric height was determined by differential leveling and
 HM0180.adjusted by the NATIONAL GEODETIC SURVEY
 HM0180.in June 1991.
 HM0180
 HM0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0180.GEOID18 height accuracy estimate available here.
 HM0180
 HM0180.Click photographs - Photos may exist for this station.
 HM0180
 HM0180.The dynamic height is computed by dividing the NAVD 88
 HM0180.geopotential number by the normal gravity value computed on the
 HM0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0180.degrees latitude (g = 980.6199 gals.).
 HM0180
 HM0180.The modeled gravity was interpolated from observed gravity values.
 HM0180
 HM0180;                    North         East    Units  Estimated Accuracy
 HM0180;SPC UT S     - 3,102,620.      678,564.      MT  (+/- 10 meters HH2 GPS)
 HM0180
 HM0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3436659630(NAD 83)
 HM0180
 HM0180                          SUPERSEDED SURVEY CONTROL
 HM0180
 HM0180  NGVD 29 (??/??/92) 1751.07   (m)         5745.0    (f) COMPUTED    1 2
 HM0180
 HM0180.Superseded values are not recommended for survey control.
 HM0180
 HM0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0180.See file dsdata.pdf to determine how the superseded data were derived.
 HM0180
 HM0180_MARKER: DB = BENCH MARK DISK
 HM0180_SETTING: 66 = SET IN ROCK OUTCROP
 HM0180_STAMPING: U 22 1933 5744.982
 HM0180_MARK LOGO: CGS
 HM0180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0180+STABILITY: POSITION/ELEVATION WELL
 HM0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0180+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2011
 HM0180
 HM0180  HISTORY     - Date     Condition        Report By
 HM0180  HISTORY     - 1933     MONUMENTED       CGS
 HM0180  HISTORY     - 1966     GOOD             CGS
 HM0180  HISTORY     - 1972     GOOD             NGS
 HM0180  HISTORY     - 1979     GOOD             NGS
 HM0180  HISTORY     - 1979     GOOD             NGS
 HM0180  HISTORY     - 20111112 GOOD             GEOCAC
 HM0180
 HM0180                          STATION DESCRIPTION
 HM0180
 HM0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 HM0180'3.6 MI S FROM BLANDING.
 HM0180'3.4 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE INTERSECTION OF MAIN
 HM0180'AND CENTER STREETS AT BLANDING.  THENCE 0.2 MILE SOUTH ALONG A TRACK
 HM0180'ROAD (OLD HIGHWAY).  165 FEET NORTHWEST ACROSS ROAD FROM POWER POLE
 HM0180'NO. 42.  120 FEET WEST OF THE CENTER LINE OF TRACK ROAD.  24 FEET EAST
 HM0180'SOUTHEAST OF CENTER LINE OF OLD HIGHWAY, SET IN THE TOP OF A LARGE
 HM0180'BLACK SAND STONE OUTCROPPING ABOUT 3 FEET BELOW HIGHWAY ELEVATION.
 HM0180
 HM0180                          STATION RECOVERY (1972)
 HM0180
 HM0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HM0180'RECOVERED IN GOOD CONDITION.
 HM0180
 HM0180                          STATION RECOVERY (1979)
 HM0180
 HM0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0180'RECOVERED IN GOOD CONDITION.
 HM0180
 HM0180                          STATION RECOVERY (1979)
 HM0180
 HM0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0180'RECOVERED IN GOOD CONDITION.
 HM0180
 HM0180                          STATION RECOVERY (2011)
 HM0180
 HM0180'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 HM0180'MARK IS SET IN THE BEDROCK SANDSTONE IN THE BOTTOM OF THE BORROW DITCH
 HM0180'ON THE OUTSIDE CURVE OF THE ABANDONED HIGHWAY.  BEARING TO POWER
 HM0180'POLE NO. 42 IS 116 DEGREES, ABOUT 163 FT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0245 ***********************************************************************
 HM0245  DESIGNATION -  U 23
 HM0245  PID         -  HM0245
 HM0245  STATE/COUNTY-  UT/SAN JUAN
 HM0245  COUNTRY     -  US
 HM0245  USGS QUAD   -  BLUFF SW (2017)
 HM0245
 HM0245                         *CURRENT SURVEY CONTROL
 HM0245  ______________________________________________________________________
 HM0245* NAD 83(1986) POSITION- 37 15 39.     (N) 109 40 18.     (W)   SCALED
 HM0245* NAVD 88 ORTHO HEIGHT -  1407.045 (meters)     4616.28  (feet) ADJUSTED
 HM0245  ______________________________________________________________________
 HM0245  GEOID HEIGHT    -        -20.800 (meters)                     GEOID18
 HM0245  DYNAMIC HEIGHT  -       1405.488 (meters)     4611.17  (feet) COMP
 HM0245  MODELED GRAVITY -    979,475.5   (mgal)                       NAVD 88
 HM0245
 HM0245  VERT ORDER      -  FIRST     CLASS II
 HM0245
 HM0245.The horizontal coordinates were scaled from a map and have
 HM0245.an estimated accuracy of +/- 6 seconds.
 HM0245
 HM0245.The orthometric height was determined by differential leveling and
 HM0245.adjusted by the NATIONAL GEODETIC SURVEY
 HM0245.in June 1991.
 HM0245
 HM0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0245.GEOID18 height accuracy estimate available here.
 HM0245
 HM0245.Click photographs - Photos may exist for this station.
 HM0245
 HM0245.The dynamic height is computed by dividing the NAVD 88
 HM0245.geopotential number by the normal gravity value computed on the
 HM0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0245.degrees latitude (g = 980.6199 gals.).
 HM0245
 HM0245.The modeled gravity was interpolated from observed gravity values.
 HM0245
 HM0245;                    North         East    Units  Estimated Accuracy
 HM0245;SPC UT S     - 3,067,530.      662,170.      MT  (+/- 180 meters Scaled)
 HM0245
 HM0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG177246(NAD 83)
 HM0245
 HM0245                          SUPERSEDED SURVEY CONTROL
 HM0245
 HM0245  NGVD 29 (??/??/92) 1406.126  (m)         4613.27   (f) ADJ UNCH    1 2
 HM0245
 HM0245.Superseded values are not recommended for survey control.
 HM0245
 HM0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0245.See file dsdata.pdf to determine how the superseded data were derived.
 HM0245
 HM0245_MARKER: DD = SURVEY DISK
 HM0245_SETTING: 66 = SET IN ROCK OUTCROP
 HM0245_STAMPING: 4613.265 U 23 1933
 HM0245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0245+STABILITY: POSITION/ELEVATION WELL
 HM0245
 HM0245  HISTORY     - Date     Condition        Report By
 HM0245  HISTORY     - 1933     MONUMENTED       CGS
 HM0245  HISTORY     - 1962     GOOD             USGS
 HM0245  HISTORY     - 1983     MARK NOT FOUND   NGS
 HM0245  HISTORY     - 20100202 MARK NOT FOUND   GEOCAC
 HM0245
 HM0245                          STATION DESCRIPTION
 HM0245
 HM0245'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HM0245'8.1 MI SW FROM BLUFF.
 HM0245'8.1 MILES SOUTHWEST ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0245'BLUFF, ON THE CREST OF COMB RIDGE, 60 YARDS NORTH OF THE TOP OF THE
 HM0245'STEEP HILL LEADING DOWN INTO COMB WASH, 15 FEET NORTH AND 22 FEET WEST
 HM0245'OF THE CENTER OF AN 18 INCH GALVANIZED CULVERT, 31 FEET WEST OF THE
 HM0245'CENTERLINE OF THE HIGHWAY, IN BEDROCK, AND 2 FEET HIGHER THAN THE
 HM0245'HIGHWAY.  A STANDARD DISK, STAMPED 4613.265 U 23 1933.
 HM0245
 HM0245                          STATION RECOVERY (1983)
 HM0245
 HM0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0245'MARK NOT FOUND.
 HM0245
 HM0245                          STATION RECOVERY (2010)
 HM0245
 HM0245'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 HM0245'MOST LIKELY LOCATION DISTURBED WHEN ABANDONED ROADWAY CULVERT WAS
 HM0245'REMOVED.
 HM0245'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0119 ***********************************************************************
 JO0119  DESIGNATION -  U 231
 JO0119  PID         -  JO0119
 JO0119  STATE/COUNTY-  UT/BEAVER
 JO0119  COUNTRY     -  US
 JO0119  USGS QUAD   -  DELANO PEAK (2017)
 JO0119
 JO0119                         *CURRENT SURVEY CONTROL
 JO0119  ______________________________________________________________________
 JO0119* NAD 83(1986) POSITION- 38 18 38.     (N) 112 22 16.     (W)   SCALED
 JO0119* NAVD 88 ORTHO HEIGHT -  2917.443 (meters)     9571.64  (feet) ADJUSTED
 JO0119  ______________________________________________________________________
 JO0119  GEOID HEIGHT    -        -18.971 (meters)                     GEOID18
 JO0119  DYNAMIC HEIGHT  -       2913.581 (meters)     9558.97  (feet) COMP
 JO0119  MODELED GRAVITY -    979,198.2   (mgal)                       NAVD 88
 JO0119
 JO0119  VERT ORDER      -  SECOND    CLASS 0
 JO0119
 JO0119.The horizontal coordinates were scaled from a map and have
 JO0119.an estimated accuracy of +/- 6 seconds.
 JO0119
 JO0119.The orthometric height was determined by differential leveling and
 JO0119.adjusted by the NATIONAL GEODETIC SURVEY
 JO0119.in June 1991.
 JO0119
 JO0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0119.GEOID18 height accuracy estimate available here.
 JO0119
 JO0119.Click photographs - Photos may exist for this station.
 JO0119
 JO0119.The dynamic height is computed by dividing the NAVD 88
 JO0119.geopotential number by the normal gravity value computed on the
 JO0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0119.degrees latitude (g = 980.6199 gals.).
 JO0119
 JO0119.The modeled gravity was interpolated from observed gravity values.
 JO0119
 JO0119;                    North         East    Units  Estimated Accuracy
 JO0119;SPC UT S     - 3,182,810.      423,810.      MT  (+/- 180 meters Scaled)
 JO0119
 JO0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH801411(NAD 83)
 JO0119
 JO0119                          SUPERSEDED SURVEY CONTROL
 JO0119
 JO0119  NGVD 29 (??/??/92) 2915.880  (m)         9566.52   (f) ADJ UNCH    2 0
 JO0119
 JO0119.Superseded values are not recommended for survey control.
 JO0119
 JO0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0119.See file dsdata.pdf to determine how the superseded data were derived.
 JO0119
 JO0119_MARKER: DB = BENCH MARK DISK
 JO0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0119_STAMPING: U 231 1935
 JO0119_MARK LOGO: CGS
 JO0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0119+STABILITY: SURFACE MOTION
 JO0119
 JO0119  HISTORY     - Date     Condition        Report By
 JO0119  HISTORY     - 1935     MONUMENTED       CGS
 JO0119  HISTORY     - 1975     MARK NOT FOUND   USGS
 JO0119
 JO0119                          STATION DESCRIPTION
 JO0119
 JO0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0119'18.8 MI W FROM JUNCTION.
 JO0119'IN BEAVER COUNTY, ABOUT 18.8 MILES WEST ALONG STATE HIGHWAY 21 FROM
 JO0119'JUNCTION, PIUTE COUNTY, AT THE FOOT OF A HILL, AT THE POINT OF A
 JO0119'CURVE, 40 FEET NORTH OF THE CENTER LINE OF A SMALL CREEK, AND 30 FEET
 JO0119'EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED U
 JO0119'231 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JO0119
 JO0119                          STATION RECOVERY (1975)
 JO0119
 JO0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0119'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0174 ***********************************************************************
 HN0174  DESIGNATION -  U 24
 HN0174  PID         -  HN0174
 HN0174  STATE/COUNTY-  UT/SAN JUAN
 HN0174  COUNTRY     -  US
 HN0174  USGS QUAD   -  MONUMENT PASS (2017)
 HN0174
 HN0174                         *CURRENT SURVEY CONTROL
 HN0174  ______________________________________________________________________
 HN0174* NAD 83(1986) POSITION- 37 03 30.     (N) 110 05 17.     (W)   SCALED
 HN0174* NAVD 88 ORTHO HEIGHT -  1694.523 (meters)     5559.45  (feet) ADJUSTED
 HN0174  ______________________________________________________________________
 HN0174  GEOID HEIGHT    -        -21.053 (meters)                     GEOID18
 HN0174  DYNAMIC HEIGHT  -       1692.505 (meters)     5552.83  (feet) COMP
 HN0174  MODELED GRAVITY -    979,380.6   (mgal)                       NAVD 88
 HN0174
 HN0174  VERT ORDER      -  FIRST     CLASS II
 HN0174
 HN0174.The horizontal coordinates were scaled from a map and have
 HN0174.an estimated accuracy of +/- 6 seconds.
 HN0174
 HN0174.The orthometric height was determined by differential leveling and
 HN0174.adjusted by the NATIONAL GEODETIC SURVEY
 HN0174.in June 1991.
 HN0174
 HN0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0174.GEOID18 height accuracy estimate available here.
 HN0174
 HN0174.Click photographs - Photos may exist for this station.
 HN0174
 HN0174.The dynamic height is computed by dividing the NAVD 88
 HN0174.geopotential number by the normal gravity value computed on the
 HN0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0174.degrees latitude (g = 980.6199 gals.).
 HN0174
 HN0174.The modeled gravity was interpolated from observed gravity values.
 HN0174
 HN0174;                    North         East    Units  Estimated Accuracy
 HN0174;SPC UT S     - 3,044,420.      625,580.      MT  (+/- 180 meters Scaled)
 HN0174
 HN0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG810017(NAD 83)
 HN0174
 HN0174                          SUPERSEDED SURVEY CONTROL
 HN0174
 HN0174  NGVD 29 (??/??/92) 1693.533  (m)         5556.20   (f) ADJ UNCH    1 2
 HN0174
 HN0174.Superseded values are not recommended for survey control.
 HN0174
 HN0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0174.See file dsdata.pdf to determine how the superseded data were derived.
 HN0174
 HN0174_MARKER: DB = BENCH MARK DISK
 HN0174_SETTING: 66 = SET IN ROCK OUTCROP
 HN0174_STAMPING: 5556.199 U 24 1933
 HN0174_MARK LOGO: CGS
 HN0174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0174+STABILITY: POSITION/ELEVATION WELL
 HN0174
 HN0174  HISTORY     - Date     Condition        Report By
 HN0174  HISTORY     - 1933     MONUMENTED       CGS
 HN0174  HISTORY     - 1934     GOOD             CGS
 HN0174  HISTORY     - 1963     MARK NOT FOUND   USGS
 HN0174  HISTORY     - 1983     MARK NOT FOUND   NGS
 HN0174  HISTORY     - 19860213 MARK NOT FOUND   USGS
 HN0174
 HN0174                          STATION DESCRIPTION
 HN0174
 HN0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HN0174'16.7 MI SW FROM MEXICAN HAT.
 HN0174'16.7 MILES SOUTHWEST ALONG THE ROAD TO KAYENTA FROM THE NEVILLS STONE
 HN0174'HOUSE AT MEXICAN HAT, SAN JUAN COUNTY, 1/2 MILE NORTH OF A LARGE BUTTE
 HN0174'500 FEET HIGH, ON THE OUTSIDE OF A SHARP CURVE, 10 YARDS EAST OF THE
 HN0174'HEAD OF A RAVINE 40 FEET DEEP, 18 FEET NORTHWEST OF THE CENTERLINE OF
 HN0174'THE ROAD, IN LIMESTONE BEDROCK, AND 2 FEET LOWER THAN THE ROAD. A
 HN0174'STANDARD DISK, STAMPED 5556.199 U 24 1933.
 HN0174
 HN0174                          STATION RECOVERY (1963)
 HN0174
 HN0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 HN0174'MARK NOT FOUND.
 HN0174
 HN0174                          STATION RECOVERY (1983)
 HN0174
 HN0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0174'MARK NOT FOUND.
 HN0174
 HN0174                          STATION RECOVERY (1986)
 HN0174
 HN0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (CB)
 HN0174'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0170 ***********************************************************************
 JN0170  DESIGNATION -  U 25
 JN0170  PID         -  JN0170
 JN0170  STATE/COUNTY-  UT/WAYNE
 JN0170  COUNTRY     -  US
 JN0170  USGS QUAD   -  TWIN ROCKS (2017)
 JN0170
 JN0170                         *CURRENT SURVEY CONTROL
 JN0170  ______________________________________________________________________
 JN0170* NAD 83(1986) POSITION- 38 18 52.08   (N) 111 22 17.76   (W)   HD_HELD1
 JN0170* NAVD 88 ORTHO HEIGHT -  1975.795 (meters)     6482.25  (feet) ADJUSTED
 JN0170  ______________________________________________________________________
 JN0170  GEOID HEIGHT    -        -18.145 (meters)                     GEOID18
 JN0170  DYNAMIC HEIGHT  -       1973.578 (meters)     6474.98  (feet) COMP
 JN0170  MODELED GRAVITY -    979,435.5   (mgal)                       NAVD 88
 JN0170
 JN0170  VERT ORDER      -  FIRST     CLASS II
 JN0170
 JN0170.The horizontal coordinates were determined by differentially corrected
 JN0170.hand held GPS observations or other comparable positioning techniques
 JN0170.and have an estimated accuracy of +/- 3 meters.
 JN0170
 JN0170.The orthometric height was determined by differential leveling and
 JN0170.adjusted by the NATIONAL GEODETIC SURVEY
 JN0170.in June 1991.
 JN0170
 JN0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0170.GEOID18 height accuracy estimate available here.
 JN0170
 JN0170.Click photographs - Photos may exist for this station.
 JN0170
 JN0170.The dynamic height is computed by dividing the NAVD 88
 JN0170.geopotential number by the normal gravity value computed on the
 JN0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0170.degrees latitude (g = 980.6199 gals.).
 JN0170
 JN0170.The modeled gravity was interpolated from observed gravity values.
 JN0170
 JN0170;                    North         East    Units  Estimated Accuracy
 JN0170;SPC UT S     - 3,182,891.6     511,229.3     MT  (+/- 3 meters HH1 GPS) 
 JN0170
 JN0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH6751440771(NAD 83)
 JN0170
 JN0170                          SUPERSEDED SURVEY CONTROL
 JN0170
 JN0170  NGVD 29 (??/??/92) 1974.596  (m)         6478.32   (f) ADJ UNCH    1 2
 JN0170
 JN0170.Superseded values are not recommended for survey control.
 JN0170
 JN0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0170.See file dsdata.pdf to determine how the superseded data were derived.
 JN0170
 JN0170_MARKER: DB = BENCH MARK DISK
 JN0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0170_STAMPING: U 25 1934
 JN0170_MARK LOGO: CGS
 JN0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0170+STABILITY: SURFACE MOTION
 JN0170
 JN0170  HISTORY     - Date     Condition        Report By
 JN0170  HISTORY     - 1934     MONUMENTED       CGS
 JN0170  HISTORY     - 1979     GOOD             USGS
 JN0170
 JN0170                          STATION DESCRIPTION
 JN0170
 JN0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0170'9.3 MI W FROM FRUITA.
 JN0170'9.3 MILES WEST ALONG STATE HIGHWAY 24 FROM FRUITA, WAYNE COUNTY, ON
 JN0170'THE TOP OF THE MOST PROMINENT RIDGE WEST OF THE CROSSING OF A SMALL
 JN0170'CREEK, 75 FEET SOUTHWEST OF A PINE TREE, AND 45 FEET SOUTH OF THE
 JN0170'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED U 25 1934 AND SET
 JN0170'IN THE TOP OF A CONCRETE POST.
 JN0170
 JN0170                          STATION RECOVERY (1979)
 JN0170
 JN0170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JN0170'TO REACH FROM THE MORMON CHURCH IN TORREY GO E. ON STATE HWY. 24 FOR
 JN0170'2.45 MILES TO DIRT ROAD E. GO RIGHT E. ON GRADED DIRT ROAD FOR 0.9
 JN0170'MILES, 33 FT. S. OF CENTER OF ROAD, SET IN TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0261 ***********************************************************************
 LN0261  DESIGNATION -  U 26
 LN0261  PID         -  LN0261
 LN0261  STATE/COUNTY-  UT/UINTAH
 LN0261  COUNTRY     -  US
 LN0261  USGS QUAD   -  BONANZA (2017)
 LN0261
 LN0261                         *CURRENT SURVEY CONTROL
 LN0261  ______________________________________________________________________
 LN0261* NAD 83(1986) POSITION- 40 05 16.2    (N) 109 13 13.9    (W)   HD_HELD2
 LN0261* NAVD 88 ORTHO HEIGHT -  1582.834 (meters)     5193.01  (feet) ADJUSTED
 LN0261  ______________________________________________________________________
 LN0261  GEOID HEIGHT    -        -17.343 (meters)                     GEOID18
 LN0261  DYNAMIC HEIGHT  -       1581.380 (meters)     5188.24  (feet) COMP
 LN0261  MODELED GRAVITY -    979,652.3   (mgal)                       NAVD 88
 LN0261
 LN0261  VERT ORDER      -  FIRST     CLASS II
 LN0261
 LN0261.The horizontal coordinates were established by autonomous hand held GPS
 LN0261.observations and have an estimated accuracy of +/- 10 meters.
 LN0261
 LN0261.The orthometric height was determined by differential leveling and
 LN0261.adjusted by the NATIONAL GEODETIC SURVEY
 LN0261.in June 1991.
 LN0261
 LN0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0261.GEOID18 height accuracy estimate available here.
 LN0261
 LN0261.Click photographs - Photos may exist for this station.
 LN0261
 LN0261.The dynamic height is computed by dividing the NAVD 88
 LN0261.geopotential number by the normal gravity value computed on the
 LN0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0261.degrees latitude (g = 980.6199 gals.).
 LN0261
 LN0261.The modeled gravity was interpolated from observed gravity values.
 LN0261
 LN0261;                    North         East    Units  Estimated Accuracy
 LN0261;SPC UT C     - 2,197,260.      694,364.      MT  (+/- 10 meters HH2 GPS)
 LN0261
 LN0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK5170439023(NAD 83)
 LN0261
 LN0261                          SUPERSEDED SURVEY CONTROL
 LN0261
 LN0261  NGVD 29 (??/??/92) 1581.645  (m)         5189.11   (f) ADJ UNCH    1 2
 LN0261
 LN0261.Superseded values are not recommended for survey control.
 LN0261
 LN0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0261.See file dsdata.pdf to determine how the superseded data were derived.
 LN0261
 LN0261_MARKER: DB = BENCH MARK DISK
 LN0261_SETTING: 66 = SET IN ROCK OUTCROP
 LN0261_STAMPING: 5189.114 U 26 1933
 LN0261_MARK LOGO: CGS
 LN0261_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0261+STABILITY: POSITION/ELEVATION WELL
 LN0261
 LN0261  HISTORY     - Date     Condition        Report By
 LN0261  HISTORY     - 1933     MONUMENTED       CGS
 LN0261  HISTORY     - 1949     GOOD             CGS
 LN0261  HISTORY     - 1981     GOOD             NGS
 LN0261
 LN0261                          STATION DESCRIPTION
 LN0261
 LN0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0261'5.5 MI NW FROM BONANZA.
 LN0261'ABOUT 5.5 MILES NORTHWEST ALONG THE WATSON-JENSEN ROAD FROM BONANZA,
 LN0261'UINTAH COUNTY, ABOUT 175 FEET SOUTHWEST OF A ROW OF POLES, ABOUT 75
 LN0261'FEET WEST OF A BRIDGE, 30 FEET SOUTH OF THE ROAD, ON THE NORTH BANK OF
 LN0261'A WASH, IN THE TOP OF A SANDSTONE LEDGE, AND MARKED BY A CEMENTED ROCK
 LN0261'CAIRN AND THE PAINTED LETTERS B.M.  A STANDARD DISK, STAMPED 5189.114
 LN0261'U 26 1933.
 LN0261
 LN0261                          STATION RECOVERY (1949)
 LN0261
 LN0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LN0261'RECOVERED IN GOOD CONDITION.
 LN0261
 LN0261                          STATION RECOVERY (1981)
 LN0261
 LN0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LN0261'THE BRIDGE IS NOW GONE AND A NEW ROAD IS BEING BUILT NEARBY BUT THE
 LN0261'BENCH MARK SHOULD NOT BE DISTURBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0320 ***********************************************************************
 LN0320  DESIGNATION -  U 27
 LN0320  PID         -  LN0320
 LN0320  STATE/COUNTY-  UT/UINTAH
 LN0320  COUNTRY     -  US
 LN0320  USGS QUAD   -  VERNAL NE (2017)
 LN0320
 LN0320                         *CURRENT SURVEY CONTROL
 LN0320  ______________________________________________________________________
 LN0320* NAD 83(1986) POSITION- 40 28 41.     (N) 109 31 42.     (W)   SCALED
 LN0320* NAVD 88 ORTHO HEIGHT -  1627.185 (meters)     5338.52  (feet) ADJUSTED
 LN0320  ______________________________________________________________________
 LN0320  GEOID HEIGHT    -        -16.576 (meters)                     GEOID18
 LN0320  DYNAMIC HEIGHT  -       1625.694 (meters)     5333.63  (feet) COMP
 LN0320  MODELED GRAVITY -    979,652.1   (mgal)                       NAVD 88
 LN0320
 LN0320  VERT ORDER      -  FIRST     CLASS II
 LN0320
 LN0320.The horizontal coordinates were scaled from a map and have
 LN0320.an estimated accuracy of +/- 6 seconds.
 LN0320
 LN0320.The orthometric height was determined by differential leveling and
 LN0320.adjusted by the NATIONAL GEODETIC SURVEY
 LN0320.in June 1991.
 LN0320
 LN0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0320.GEOID18 height accuracy estimate available here.
 LN0320
 LN0320.Click photographs - Photos may exist for this station.
 LN0320
 LN0320.The dynamic height is computed by dividing the NAVD 88
 LN0320.geopotential number by the normal gravity value computed on the
 LN0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0320.degrees latitude (g = 980.6199 gals.).
 LN0320
 LN0320.The modeled gravity was interpolated from observed gravity values.
 LN0320
 LN0320;                    North         East    Units  Estimated Accuracy
 LN0320;SPC UT C     - 2,239,950.      667,170.      MT  (+/- 180 meters Scaled)
 LN0320
 LN0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK247818(NAD 83)
 LN0320
 LN0320                          SUPERSEDED SURVEY CONTROL
 LN0320
 LN0320  NGVD 29 (??/??/92) 1625.932  (m)         5334.41   (f) ADJ UNCH    1 2
 LN0320
 LN0320.Superseded values are not recommended for survey control.
 LN0320
 LN0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0320.See file dsdata.pdf to determine how the superseded data were derived.
 LN0320
 LN0320_MARKER: DB = BENCH MARK DISK
 LN0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0320_STAMPING: U 27 1933 5334.412
 LN0320_MARK LOGO: CGS
 LN0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0320+STABILITY: SURFACE MOTION
 LN0320
 LN0320  HISTORY     - Date     Condition        Report By
 LN0320  HISTORY     - 1933     MONUMENTED       CGS
 LN0320  HISTORY     - 1949     GOOD             CGS
 LN0320  HISTORY     - 1964     MARK NOT FOUND   USGS
 LN0320  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0320
 LN0320                          STATION DESCRIPTION
 LN0320
 LN0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LN0320'1.5 MI N FROM VERNAL.
 LN0320'1.5 MILES NORTH ALONG STATE HIGHWAY 44 FROM VERNAL, UINTAH COUNTY, 33
 LN0320'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND AT A FENCE CORNER, AND
 LN0320'SET IN THE TOP OF A CONCRETE POST.
 LN0320
 LN0320                          STATION RECOVERY (1964)
 LN0320
 LN0320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LN0320'MARK NOT FOUND.
 LN0320
 LN0320                          STATION RECOVERY (1984)
 LN0320
 LN0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0320'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0329 ***********************************************************************
 LN0329  DESIGNATION -  U 28
 LN0329  PID         -  LN0329
 LN0329  STATE/COUNTY-  UT/DAGGETT
 LN0329  COUNTRY     -  US
 LN0329  USGS QUAD   -  EAST PARK RESERVOIR (2017)
 LN0329
 LN0329                         *CURRENT SURVEY CONTROL
 LN0329  ______________________________________________________________________
 LN0329* NAD 83(1986) POSITION- 40 51 06.7    (N) 109 36 14.0    (W)   HD_HELD2
 LN0329* NAVD 88 ORTHO HEIGHT -  2397.548 (meters)     7865.96  (feet) ADJUSTED
 LN0329  ______________________________________________________________________
 LN0329  GEOID HEIGHT    -        -13.524 (meters)                     GEOID18
 LN0329  DYNAMIC HEIGHT  -       2395.257 (meters)     7858.44  (feet) COMP
 LN0329  MODELED GRAVITY -    979,581.4   (mgal)                       NAVD 88
 LN0329
 LN0329  VERT ORDER      -  FIRST     CLASS II
 LN0329
 LN0329.The horizontal coordinates were established by autonomous hand held GPS
 LN0329.observations and have an estimated accuracy of +/- 10 meters.
 LN0329
 LN0329.The orthometric height was determined by differential leveling and
 LN0329.adjusted by the NATIONAL GEODETIC SURVEY
 LN0329.in June 1991.
 LN0329
 LN0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0329.GEOID18 height accuracy estimate available here.
 LN0329
 LN0329.Click photographs - Photos may exist for this station.
 LN0329
 LN0329.The dynamic height is computed by dividing the NAVD 88
 LN0329.geopotential number by the normal gravity value computed on the
 LN0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0329.degrees latitude (g = 980.6199 gals.).
 LN0329
 LN0329.The modeled gravity was interpolated from observed gravity values.
 LN0329
 LN0329;                    North         East    Units  Estimated Accuracy
 LN0329;SPC UT N     - 1,059,326.      659,871.      MT  (+/- 10 meters HH2 GPS)
 LN0329
 LN0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL1767923250(NAD 83)
 LN0329
 LN0329                          SUPERSEDED SURVEY CONTROL
 LN0329
 LN0329  NGVD 29 (??/??/92) 2396.203  (m)         7861.54   (f) ADJ UNCH    1 2
 LN0329
 LN0329.Superseded values are not recommended for survey control.
 LN0329
 LN0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0329.See file dsdata.pdf to determine how the superseded data were derived.
 LN0329
 LN0329_MARKER: DB = BENCH MARK DISK
 LN0329_SETTING: 80 = SET IN A BOULDER
 LN0329_STAMPING: 7861.543 U 28 1933
 LN0329_MARK LOGO: CGS
 LN0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0329+STABILITY: SURFACE MOTION
 LN0329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LN0329+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2009
 LN0329
 LN0329  HISTORY     - Date     Condition        Report By
 LN0329  HISTORY     - 1933     MONUMENTED       CGS
 LN0329  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0329  HISTORY     - 20091018 GOOD             GEOCAC
 LN0329
 LN0329                          STATION DESCRIPTION
 LN0329
 LN0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0329'27.5 MI S FROM MANILA.
 LN0329'ABOUT 27.5 MILES SOUTH ALONG STATE HIGHWAY 44 FROM MANILA, DAGGETT
 LN0329'COUNTY, ABOUT 1.3 MILES EAST OF MEADOW PARK, ON A ROCKY WESTWARD
 LN0329'SLOPE, IN A PINE GROVE, 42 FEET NORTHWEST OF THE CENTER LINE OF THE
 LN0329'HIGHWAY, IN THE TOP OF A FLAT SQUARE RED SANDSTONE BOULDER PROJECTING
 LN0329'ABOUT 6 INCHES ABOVE GROUND, AND MARKED BY A ROCK CAIRN AND THE
 LN0329'PAINTED LETTERS B.M.  A STANDARD DISK, STAMPED 7861.543 U 28 1933.
 LN0329
 LN0329                          STATION RECOVERY (1984)
 LN0329
 LN0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0329'MARK NOT FOUND.
 LN0329
 LN0329                          STATION RECOVERY (2009)
 LN0329
 LN0329'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LN0329'STATION IS NOW 280 FEET (HH2 DISTANCE) SOUTH OT UTAH 44, ABOUT MIDWAY
 LN0329'BETWEEN TWO CANALS.  A SMALL CAIRN OF ROCKS IS 2 FEET WNW OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0181 ***********************************************************************
 JN0181  DESIGNATION -  U 29
 JN0181  PID         -  JN0181
 JN0181  STATE/COUNTY-  UT/WAYNE
 JN0181  COUNTRY     -  US
 JN0181  USGS QUAD   -  LOA (2017)
 JN0181
 JN0181                         *CURRENT SURVEY CONTROL
 JN0181  ______________________________________________________________________
 JN0181* NAD 83(1986) POSITION- 38 23 50.     (N) 111 38 19.     (W)   SCALED
 JN0181* NAVD 88 ORTHO HEIGHT -  2143.968 (meters)     7034.00  (feet) ADJUSTED
 JN0181  ______________________________________________________________________
 JN0181  GEOID HEIGHT    -        -17.725 (meters)                     GEOID18
 JN0181  DYNAMIC HEIGHT  -       2141.470 (meters)     7025.81  (feet) COMP
 JN0181  MODELED GRAVITY -    979,386.8   (mgal)                       NAVD 88
 JN0181
 JN0181  VERT ORDER      -  FIRST     CLASS II
 JN0181
 JN0181.The horizontal coordinates were scaled from a map and have
 JN0181.an estimated accuracy of +/- 6 seconds.
 JN0181
 JN0181.The orthometric height was determined by differential leveling and
 JN0181.adjusted by the NATIONAL GEODETIC SURVEY
 JN0181.in June 1991.
 JN0181
 JN0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0181.GEOID18 height accuracy estimate available here.
 JN0181
 JN0181.Click photographs - Photos may exist for this station.
 JN0181
 JN0181.The dynamic height is computed by dividing the NAVD 88
 JN0181.geopotential number by the normal gravity value computed on the
 JN0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0181.degrees latitude (g = 980.6199 gals.).
 JN0181
 JN0181.The modeled gravity was interpolated from observed gravity values.
 JN0181
 JN0181;                    North         East    Units  Estimated Accuracy
 JN0181;SPC UT S     - 3,192,080.      487,890.      MT  (+/- 180 meters Scaled)
 JN0181
 JN0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH442500(NAD 83)
 JN0181
 JN0181                          SUPERSEDED SURVEY CONTROL
 JN0181
 JN0181  NGVD 29 (??/??/92) 2142.644  (m)         7029.66   (f) ADJ UNCH    1 2
 JN0181
 JN0181.Superseded values are not recommended for survey control.
 JN0181
 JN0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0181.See file dsdata.pdf to determine how the superseded data were derived.
 JN0181
 JN0181_MARKER: DB = BENCH MARK DISK
 JN0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0181_STAMPING: U 29 1934
 JN0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0181+STABILITY: SURFACE MOTION
 JN0181
 JN0181  HISTORY     - Date     Condition        Report By
 JN0181  HISTORY     - 1934     MONUMENTED       CGS
 JN0181  HISTORY     - 1971     GOOD             USGS
 JN0181  HISTORY     - 20030127 MARK NOT FOUND   NGS
 JN0181
 JN0181                          STATION DESCRIPTION
 JN0181
 JN0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0181'IN LOA.
 JN0181'AT LOA, WAYNE COUNTY, ON STATE HIGHWAY 24, TWO BLOCKS EAST AND TWO
 JN0181'BLOCKS SOUTH OF THE LOA MERCANTILE CO. STORE, 44 FEET WEST OF THE
 JN0181'CENTERLINE OF THE HIGHWAY, 21 FEET NORTH OF A FENCE CORNER, AND 1 FOOT
 JN0181'EAST OF THE FENCE.  A STANDARD DISK, STAMPED U 29 1934 AND SET IN THE
 JN0181'TOP OF A CONCRETE POST.
 JN0181
 JN0181                          STATION RECOVERY (1971)
 JN0181
 JN0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JN0181'RECOVERED IN GOOD CONDITION.
 JN0181
 JN0181                          STATION RECOVERY (2003)
 JN0181
 JN0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 JN0181'PROPERTY IS NOW OCCUPIED BY MARIA'S GRILL AT NW CORNER OF 200 EAST
 JN0181'ROAD AND 300 SOUTH ROAD = UT ROUTE 24 AT MILEPOST 53.  STATION WAS IN
 JN0181'THE AREA OF PAVED PARKING LOT.  MARK WAS LIKELY PAVED OVER, BUT MAY
 JN0181'HAVE BEEN REMOVED.  THIS IS GRAVITY BASE STATION 'LOA J,' DOD 2357-1,
 JN0181'IGB 12081J.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0024 ***********************************************************************
 KO0024  DESIGNATION -  U 3
 KO0024  PID         -  KO0024
 KO0024  STATE/COUNTY-  UT/JUAB
 KO0024  COUNTRY     -  US
 KO0024  USGS QUAD   -  TANNER CREEK NARROWS (2017)
 KO0024
 KO0024                         *CURRENT SURVEY CONTROL
 KO0024  ______________________________________________________________________
 KO0024* NAD 83(1986) POSITION- 39 40 38.5    (N) 112 15 53.0    (W)   HD_HELD2
 KO0024* NAVD 88 ORTHO HEIGHT -  1537.578 (meters)     5044.54  (feet) ADJUSTED
 KO0024  ______________________________________________________________________
 KO0024  GEOID HEIGHT    -        -18.158 (meters)                     GEOID18
 KO0024  DYNAMIC HEIGHT  -       1536.183 (meters)     5039.96  (feet) COMP
 KO0024  MODELED GRAVITY -    979,664.8   (mgal)                       NAVD 88
 KO0024  OBS GRAVITY     -    979,666.1   (mgal)                       GRAV_OBS
 KO0024
 KO0024  VERT ORDER      -  FIRST     CLASS I
 KO0024
 KO0024.The horizontal coordinates were established by autonomous hand held GPS
 KO0024.observations and have an estimated accuracy of +/- 10 meters.
 KO0024
 KO0024.The orthometric height was determined by differential leveling and
 KO0024.adjusted by the NATIONAL GEODETIC SURVEY
 KO0024.in June 1991.
 KO0024
 KO0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0024.GEOID18 height accuracy estimate available here.
 KO0024
 KO0024.Click photographs - Photos may exist for this station.
 KO0024
 KO0024.The dynamic height is computed by dividing the NAVD 88
 KO0024.geopotential number by the normal gravity value computed on the
 KO0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0024.degrees latitude (g = 980.6199 gals.).
 KO0024
 KO0024.The modeled gravity was interpolated from observed gravity values.
 KO0024
 KO0024.The observed gravity was obtained from relative gravimeter ties
 KO0024.to the IGSN71 gravity network.
 KO0024
 KO0024;                    North         East    Units  Estimated Accuracy
 KO0024;SPC UT C     - 2,149,492.      434,398.      MT  (+/- 10 meters HH2 GPS)
 KO0024
 KO0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ9153592712(NAD 83)
 KO0024
 KO0024                          SUPERSEDED SURVEY CONTROL
 KO0024
 KO0024.No superseded survey control is available for this station.
 KO0024
 KO0024_MARKER: P = PIPE CAP
 KO0024_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0024_STAMPING: ELEV 5040.915 FT
 KO0024_MARK LOGO: CGS
 KO0024_PROJECTION: PROJECTING 3 CENTIMETERS
 KO0024_MAGNETIC: P = MARKER IS A STEEL PIPE
 KO0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0024+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2012
 KO0024
 KO0024  HISTORY     - Date     Condition        Report By
 KO0024  HISTORY     - 1908     MONUMENTED       CGS
 KO0024  HISTORY     - 1970     GOOD             NGS
 KO0024  HISTORY     - 20120301 GOOD             GEOCAC
 KO0024
 KO0024                          STATION DESCRIPTION
 KO0024
 KO0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0024'12.65 MI NE FROM LYNNDYL.
 KO0024'12.65 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0024'SIGN AT LYNNDYL, AT THE CROSSING OF A DIRT ROAD, 66.6 FEET NORTHWEST
 KO0024'OF THE NORTHWEST RAIL, 72 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 KO0024'ROAD, 25 1/2 FEET NORTHWEST OF THE FIRST POLE SOUTHWEST OF MILEPOLE
 KO0024'678.50, 6.5 FEET SOUTHWEST OF A FENCE, 30.5 FEET SOUTHEAST OF A T
 KO0024'JUNCTION FENCE POST, 1.3 FEET NORTHEAST OF A WITNESS POST, ABOUT 1
 KO0024'FOOT LOWER THAN THE TRACK, A CAP SCREWED ON THE TOP OF A 3 1/2-INCH
 KO0024'IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.  SEC 23, T 13S, 4W.
 KO0024
 KO0024                          STATION RECOVERY (2012)
 KO0024
 KO0024'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 KO0024'CAP NOW PROTRUDES JUST 0.10 FT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0336 ***********************************************************************
 JO0336  DESIGNATION -  U 33
 JO0336  PID         -  JO0336
 JO0336  STATE/COUNTY-  UT/BEAVER
 JO0336  COUNTRY     -  US
 JO0336  USGS QUAD   -  WAH WAH SUMMIT (2017)
 JO0336
 JO0336                         *CURRENT SURVEY CONTROL
 JO0336  ______________________________________________________________________
 JO0336* NAD 83(1986) POSITION- 38 30 29.     (N) 113 37 02.     (W)   SCALED
 JO0336* NAVD 88 ORTHO HEIGHT -  1694.856 (meters)     5560.54  (feet) ADJUSTED
 JO0336  ______________________________________________________________________
 JO0336  GEOID HEIGHT    -        -21.186 (meters)                     GEOID18
 JO0336  DYNAMIC HEIGHT  -       1693.056 (meters)     5554.63  (feet) COMP
 JO0336  MODELED GRAVITY -    979,506.2   (mgal)                       NAVD 88
 JO0336
 JO0336  VERT ORDER      -  FIRST     CLASS II
 JO0336
 JO0336.The horizontal coordinates were scaled from a map and have
 JO0336.an estimated accuracy of +/- 6 seconds.
 JO0336
 JO0336.The orthometric height was determined by differential leveling and
 JO0336.adjusted by the NATIONAL GEODETIC SURVEY
 JO0336.in June 1991.
 JO0336
 JO0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0336.GEOID18 height accuracy estimate available here.
 JO0336
 JO0336.Click photographs - Photos may exist for this station.
 JO0336
 JO0336.The dynamic height is computed by dividing the NAVD 88
 JO0336.geopotential number by the normal gravity value computed on the
 JO0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0336.degrees latitude (g = 980.6199 gals.).
 JO0336
 JO0336.The modeled gravity was interpolated from observed gravity values.
 JO0336
 JO0336;                    North         East    Units  Estimated Accuracy
 JO0336;SPC UT S     - 3,206,460.      315,340.      MT  (+/- 180 meters Scaled)
 JO0336
 JO0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH717654(NAD 83)
 JO0336
 JO0336                          SUPERSEDED SURVEY CONTROL
 JO0336
 JO0336  NGVD 29 (??/??/92) 1693.694  (m)         5556.73   (f) ADJ UNCH    1 2
 JO0336
 JO0336.Superseded values are not recommended for survey control.
 JO0336
 JO0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0336.See file dsdata.pdf to determine how the superseded data were derived.
 JO0336
 JO0336_MARKER: DB = BENCH MARK DISK
 JO0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0336_STAMPING: U 33 1934
 JO0336_MARK LOGO: CGS
 JO0336_PROJECTION: PROJECTING 10 CENTIMETERS
 JO0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0336+STABILITY: SURFACE MOTION
 JO0336
 JO0336  HISTORY     - Date     Condition        Report By
 JO0336  HISTORY     - 1934     MONUMENTED       CGS
 JO0336  HISTORY     - 1984     GOOD             NGS
 JO0336
 JO0336                          STATION DESCRIPTION
 JO0336
 JO0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0336'41.3 MI SE FROM GARRISON.
 JO0336'IN BEAVER COUNTY, 41.3 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE
 JO0336'POST OFFICE AT GARRISON, MILLARD COUNTY, 10.1 MILES SOUTHEAST OF THE
 JO0336'BEAVER-MILLARD COUNTY LINE, 0.2 MILE SOUTHEAST OF A LARGE ROUND ROCKY
 JO0336'HILL, AT THE JUNCTION OF A WAGON ROAD LEADING SOUTH, 51 FEET SOUTH OF
 JO0336'THE CENTERLINE OF THE HIGHWAY, AND 30 FEET WEST OF THE ROAD. A
 JO0336'STANDARD DISK, STAMPED U 33 1934 AND SET IN THE TOP OF A CONCRETE
 JO0336'POST.
 JO0336
 JO0336                          STATION RECOVERY (1984)
 JO0336
 JO0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0336'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  58.0 KM
 JO0336'(36.25 MI) WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 JO0336'STATE HIGHWAY 257 AT MILFORD, 0.16 KM (0.1 MI) SOUTH-SOUTHEAST ACROSS
 JO0336'THE HIGHWAY FROM THE SOUTHEAST END OF SOLS KNOLL, 64.9 METERS (213 FT)
 JO0336'SOUTHWEST OF THE HIGHWAY CENTERLINE AND 15.5 METERS (51 FT) SOUTHWEST
 JO0336'OF THE CENTER OF THE OLD HIGHWAY BED.
 JO0336'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 JO0336'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0038 ***********************************************************************
 MS0038  DESIGNATION -  U 331
 MS0038  PID         -  MS0038
 MS0038  STATE/COUNTY-  UT/BOX ELDER
 MS0038  COUNTRY     -  US
 MS0038  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0038
 MS0038                         *CURRENT SURVEY CONTROL
 MS0038  ______________________________________________________________________
 MS0038* NAD 83(1986) POSITION- 41 32 22.6    (N) 112 01 47.4    (W)   HD_HELD2
 MS0038* NAVD 88 ORTHO HEIGHT -  1290.579 (meters)     4234.17  (feet) ADJUSTED
 MS0038  ______________________________________________________________________
 MS0038  GEOID HEIGHT    -        -16.002 (meters)                     GEOID18
 MS0038  DYNAMIC HEIGHT  -       1289.657 (meters)     4231.15  (feet) COMP
 MS0038  MODELED GRAVITY -    979,865.1   (mgal)                       NAVD 88
 MS0038
 MS0038  VERT ORDER      -  FIRST     CLASS II
 MS0038
 MS0038.The horizontal coordinates were established by autonomous hand held GPS
 MS0038.observations and have an estimated accuracy of +/- 10 meters.
 MS0038
 MS0038.The orthometric height was determined by differential leveling and
 MS0038.adjusted by the NATIONAL GEODETIC SURVEY
 MS0038.in June 1991.
 MS0038
 MS0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0038.GEOID18 height accuracy estimate available here.
 MS0038
 MS0038.Click photographs - Photos may exist for this station.
 MS0038
 MS0038.The dynamic height is computed by dividing the NAVD 88
 MS0038.geopotential number by the normal gravity value computed on the
 MS0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0038.degrees latitude (g = 980.6199 gals.).
 MS0038
 MS0038.The modeled gravity was interpolated from observed gravity values.
 MS0038
 MS0038;                    North         East    Units  Estimated Accuracy
 MS0038;SPC UT N     - 1,134,094.      455,790.      MT  (+/- 10 meters HH2 GPS)
 MS0038
 MS0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1409999173(NAD 83)
 MS0038
 MS0038                          SUPERSEDED SURVEY CONTROL
 MS0038
 MS0038  NGVD 29 (??/??/92) 1289.58   (m)         4230.9    (f) COMPUTED    1 2
 MS0038
 MS0038.Superseded values are not recommended for survey control.
 MS0038
 MS0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0038.See file dsdata.pdf to determine how the superseded data were derived.
 MS0038
 MS0038_MARKER: DB = BENCH MARK DISK
 MS0038_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0038_SP_SET: CULVERT HEADWALL
 MS0038_STAMPING: U 331 1937
 MS0038_MARK LOGO: CGS
 MS0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0038+STABILITY: SURFACE MOTION
 MS0038
 MS0038  HISTORY     - Date     Condition        Report By
 MS0038  HISTORY     - 1937     MONUMENTED       CGS
 MS0038
 MS0038                          STATION DESCRIPTION
 MS0038
 MS0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 MS0038'2.2 MI N FROM BRIGHAM.
 MS0038'2.2 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MS0038'BRIGHAM, BOX ELDER COUNTY, ABOUT 145 FEET SOUTH OF SEMAPHORE 23.1 AT
 MS0038'CONCRETE CULVERT 23.15, IN THE CENTER OF THE TOP OF THE EAST HEADWALL,
 MS0038'25 FEET EAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 5 FEET LOWER
 MS0038'THAN THE TRACK.  A STANDARD DISK, STAMPED U 331 1937.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0632 ***********************************************************************
 LO0632  DESIGNATION -  U 332
 LO0632  PID         -  LO0632
 LO0632  STATE/COUNTY-  UT/SALT LAKE
 LO0632  COUNTRY     -  US
 LO0632  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0632
 LO0632                         *CURRENT SURVEY CONTROL
 LO0632  ______________________________________________________________________
 LO0632* NAD 83(1986) POSITION- 40 46 17.     (N) 111 57 32.     (W)   SCALED
 LO0632* NAVD 88 ORTHO HEIGHT -  1287.562 (meters)     4224.28  (feet) ADJUSTED
 LO0632  ______________________________________________________________________
 LO0632  GEOID HEIGHT    -        -17.054 (meters)                     GEOID18
 LO0632  DYNAMIC HEIGHT  -       1286.545 (meters)     4220.94  (feet) COMP
 LO0632  MODELED GRAVITY -    979,791.1   (mgal)                       NAVD 88
 LO0632
 LO0632  VERT ORDER      -  SECOND    CLASS 0
 LO0632
 LO0632.This mark is at Salt Lake City Airport (SLC)
 LO0632
 LO0632.The horizontal coordinates were scaled from a map and have
 LO0632.an estimated accuracy of +/- 6 seconds.
 LO0632
 LO0632.The orthometric height was determined by differential leveling and
 LO0632.adjusted by the NATIONAL GEODETIC SURVEY
 LO0632.in June 1991.
 LO0632
 LO0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0632.GEOID18 height accuracy estimate available here.
 LO0632
 LO0632.Click photographs - Photos may exist for this station.
 LO0632
 LO0632.The dynamic height is computed by dividing the NAVD 88
 LO0632.geopotential number by the normal gravity value computed on the
 LO0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0632.degrees latitude (g = 980.6199 gals.).
 LO0632
 LO0632.The modeled gravity was interpolated from observed gravity values.
 LO0632
 LO0632;                    North         East    Units  Estimated Accuracy
 LO0632;SPC UT C     - 2,270,780.      461,260.      MT  (+/- 180 meters Scaled)
 LO0632
 LO0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL190138(NAD 83)
 LO0632
 LO0632                          SUPERSEDED SURVEY CONTROL
 LO0632
 LO0632  NGVD 29 (??/??/92) 1286.623  (m)         4221.20   (f) ADJ UNCH    2 0
 LO0632
 LO0632.Superseded values are not recommended for survey control.
 LO0632
 LO0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0632.See file dsdata.pdf to determine how the superseded data were derived.
 LO0632
 LO0632_MARKER: DB = BENCH MARK DISK
 LO0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0632_STAMPING: U 332 1945
 LO0632_MARK LOGO: CGS
 LO0632_PROJECTION: PROJECTING 15 CENTIMETERS
 LO0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0632+STABILITY: SURFACE MOTION
 LO0632
 LO0632  HISTORY     - Date     Condition        Report By
 LO0632  HISTORY     - 1945     MONUMENTED       CGS
 LO0632  HISTORY     - 1960     MARK NOT FOUND   CGS
 LO0632
 LO0632                          STATION DESCRIPTION
 LO0632
 LO0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LO0632'IN SALT LAKE CITY.
 LO0632'AT THE SOUTHEAST CORNER OF SALT LAKE CITY AIRPORT NO. 1, SALT LAKE
 LO0632'COUNTY, 75 FEET SOUTH-SOUTHWEST OF THE SOUTH GATEPOST OF THE
 LO0632'SOUTHERNMOST GATE ON THE EAST BOUNDARY, AND 6 FEET NORTHWEST OF THE
 LO0632'NORTHEAST-AND-SOUTHWEST FENCE.  A STANDARD DISK, STAMPED U 332 1945
 LO0632'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE
 LO0632'GROUND.  NOTE-- IT IS PRESUMED THAT THE BENCH MARK WAS DESTROYED BY A
 LO0632'GRADING MACHINE AS THERE IS EVIDENCE OF RECENT GRADING AT THE
 LO0632'LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0152 ***********************************************************************
 MS0152  DESIGNATION -  U 333
 MS0152  PID         -  MS0152
 MS0152  STATE/COUNTY-  UT/DAVIS
 MS0152  COUNTRY     -  US
 MS0152  USGS QUAD   -  CLEARFIELD (2017)
 MS0152
 MS0152                         *CURRENT SURVEY CONTROL
 MS0152  ______________________________________________________________________
 MS0152* NAD 83(1986) POSITION- 41 07 18.     (N) 112 01 36.     (W)   SCALED
 MS0152* NAVD 88 ORTHO HEIGHT -  1387.442 (meters)     4551.97  (feet) ADJUSTED
 MS0152  ______________________________________________________________________
 MS0152  GEOID HEIGHT    -        -16.970 (meters)                     GEOID18
 MS0152  DYNAMIC HEIGHT  -       1386.363 (meters)     4548.43  (feet) COMP
 MS0152  MODELED GRAVITY -    979,798.6   (mgal)                       NAVD 88
 MS0152
 MS0152  VERT ORDER      -  FIRST     CLASS II
 MS0152
 MS0152.The horizontal coordinates were scaled from a map and have
 MS0152.an estimated accuracy of +/- 6 seconds.
 MS0152
 MS0152.The orthometric height was determined by differential leveling and
 MS0152.adjusted by the NATIONAL GEODETIC SURVEY
 MS0152.in June 1991.
 MS0152
 MS0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0152.GEOID18 height accuracy estimate available here.
 MS0152
 MS0152.Click photographs - Photos may exist for this station.
 MS0152
 MS0152.The dynamic height is computed by dividing the NAVD 88
 MS0152.geopotential number by the normal gravity value computed on the
 MS0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0152.degrees latitude (g = 980.6199 gals.).
 MS0152
 MS0152.The modeled gravity was interpolated from observed gravity values.
 MS0152
 MS0152;                    North         East    Units  Estimated Accuracy
 MS0152;SPC UT N     - 1,087,680.      455,770.      MT  (+/- 180 meters Scaled)
 MS0152
 MS0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL138527(NAD 83)
 MS0152
 MS0152                          SUPERSEDED SURVEY CONTROL
 MS0152
 MS0152  NGVD 29 (??/??/92) 1386.44   (m)         4548.7    (f) COMPUTED    1 2
 MS0152
 MS0152.Superseded values are not recommended for survey control.
 MS0152
 MS0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0152.See file dsdata.pdf to determine how the superseded data were derived.
 MS0152
 MS0152_MARKER: DB = BENCH MARK DISK
 MS0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0152_STAMPING: U 333 1945
 MS0152_MARK LOGO: CGS
 MS0152_PROJECTION: RECESSED 6 CENTIMETERS
 MS0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0152+STABILITY: SURFACE MOTION
 MS0152
 MS0152  HISTORY     - Date     Condition        Report By
 MS0152  HISTORY     - 1945     MONUMENTED       CGS
 MS0152  HISTORY     - 1953     GOOD             CGS
 MS0152  HISTORY     - 1967     MARK NOT FOUND   CGS
 MS0152
 MS0152                          STATION DESCRIPTION
 MS0152
 MS0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0152'IN CLEARFIELD.
 MS0152'AT CLEARFIELD, 0.7 MILE NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 MS0152'OFFICE, 249.0 FEET WEST OF AND ACROSS THE HIGHWAY FROM THE SOUTHWEST
 MS0152'CORNER OF THE RESIDENCE AT 548 MAIN STREET, 153 FEET NORTH OF THE
 MS0152'CENTER LINE OF VILLA DRIVE, 124 FEET WEST OF THE CENTER LINE OF THE
 MS0152'HIGHWAY, IN LINE WITH A ROW OF POWER LINE POLES, 10 FEET SOUTH OF
 MS0152'POWER LINE POLE 192, 1.6 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 MS0152'WITH THE HIGHWAY, 0.2 FOOT UNDERGROUND, AND SET IN THE TOP OF A
 MS0152'CONCRETE POST.
 MS0152
 MS0152                          STATION RECOVERY (1967)
 MS0152
 MS0152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 MS0152'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0591 ***********************************************************************
 LP0591  DESIGNATION -  U 334
 LP0591  PID         -  LP0591
 LP0591  STATE/COUNTY-  UT/TOOELE
 LP0591  COUNTRY     -  US
 LP0591  USGS QUAD   -  CAMELS BACK RIDGE NE (2017)
 LP0591
 LP0591                         *CURRENT SURVEY CONTROL
 LP0591  ______________________________________________________________________
 LP0591* NAD 83(1986) POSITION- 40 07 49.     (N) 112 50 27.     (W)   SCALED
 LP0591* NAVD 88 ORTHO HEIGHT -  1347.257 (meters)     4420.13  (feet) ADJUSTED
 LP0591  ______________________________________________________________________
 LP0591  GEOID HEIGHT    -        -18.443 (meters)                     GEOID18
 LP0591  DYNAMIC HEIGHT  -       1346.133 (meters)     4416.44  (feet) COMP
 LP0591  MODELED GRAVITY -    979,744.6   (mgal)                       NAVD 88
 LP0591
 LP0591  VERT ORDER      -  SECOND    CLASS I
 LP0591
 LP0591.The horizontal coordinates were scaled from a map and have
 LP0591.an estimated accuracy of +/- 6 seconds.
 LP0591
 LP0591.The orthometric height was determined by differential leveling and
 LP0591.adjusted by the NATIONAL GEODETIC SURVEY
 LP0591.in June 1991.
 LP0591
 LP0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0591.GEOID18 height accuracy estimate available here.
 LP0591
 LP0591.Click photographs - Photos may exist for this station.
 LP0591
 LP0591.The dynamic height is computed by dividing the NAVD 88
 LP0591.geopotential number by the normal gravity value computed on the
 LP0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0591.degrees latitude (g = 980.6199 gals.).
 LP0591
 LP0591.The modeled gravity was interpolated from observed gravity values.
 LP0591
 LP0591;                    North         East    Units  Estimated Accuracy
 LP0591;SPC UT C     - 2,200,350.      385,730.      MT  (+/- 180 meters Scaled)
 LP0591
 LP0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK431438(NAD 83)
 LP0591
 LP0591                          SUPERSEDED SURVEY CONTROL
 LP0591
 LP0591  NGVD 29 (??/??/92) 1346.201  (m)         4416.66   (f) ADJ UNCH    2 1
 LP0591
 LP0591.Superseded values are not recommended for survey control.
 LP0591
 LP0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0591.See file dsdata.pdf to determine how the superseded data were derived.
 LP0591
 LP0591_MARKER: DB = BENCH MARK DISK
 LP0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0591_STAMPING: U 334 1951
 LP0591_MARK LOGO: CGS
 LP0591_PROJECTION: PROJECTING 15 CENTIMETERS
 LP0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0591+STABILITY: SURFACE MOTION
 LP0591
 LP0591  HISTORY     - Date     Condition        Report By
 LP0591  HISTORY     - 1951     MONUMENTED       CGS
 LP0591  HISTORY     - 19890601 GOOD             USGS
 LP0591
 LP0591                          STATION DESCRIPTION
 LP0591
 LP0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LP0591'16.1 KM (10.00 MI) SW FROM DUGWAY.
 LP0591'10.0 MILES SOUTHWEST OF DUGWAY, ALONG THE DUGWAY-EUREKA HIGHWAY, 5.6
 LP0591'MILES SOUTHEAST OF THE ROAD INTERSECTION AT EAST GATE TO DUGWAY
 LP0591'PROVING GROUNDS, NEAR THE SOUTH END OF AN OPEN ADOBE FLAT, 46 FEET
 LP0591'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET NORTHEAST OF A
 LP0591'4X4 INCH WITNESS POST PAINTED WHITE.
 LP0591
 LP0591                          STATION RECOVERY (1989)
 LP0591
 LP0591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (SB)
 LP0591'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0453 ***********************************************************************
 MS0453  DESIGNATION -  U 337
 MS0453  PID         -  MS0453
 MS0453  STATE/COUNTY-  UT/BOX ELDER
 MS0453  COUNTRY     -  US
 MS0453  USGS QUAD   -  DRY CANYON MOUNTAIN (2017)
 MS0453
 MS0453                         *CURRENT SURVEY CONTROL
 MS0453  ______________________________________________________________________
 MS0453* NAD 83(1986) POSITION- 41 47 36.     (N) 113 52 44.     (W)   SCALED
 MS0453* NAVD 88 ORTHO HEIGHT -  1727.997 (meters)     5669.27  (feet) ADJUSTED
 MS0453  ______________________________________________________________________
 MS0453  GEOID HEIGHT    -        -15.270 (meters)                     GEOID18
 MS0453  DYNAMIC HEIGHT  -       1726.696 (meters)     5665.00  (feet) COMP
 MS0453  MODELED GRAVITY -    979,808.3   (mgal)                       NAVD 88
 MS0453
 MS0453  VERT ORDER      -  SECOND    CLASS 0
 MS0453
 MS0453.The horizontal coordinates were scaled from a map and have
 MS0453.an estimated accuracy of +/- 6 seconds.
 MS0453
 MS0453.The orthometric height was determined by differential leveling and
 MS0453.adjusted by the NATIONAL GEODETIC SURVEY
 MS0453.in June 1991.
 MS0453
 MS0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0453.GEOID18 height accuracy estimate available here.
 MS0453
 MS0453.Click photographs - Photos may exist for this station.
 MS0453
 MS0453.The dynamic height is computed by dividing the NAVD 88
 MS0453.geopotential number by the normal gravity value computed on the
 MS0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0453.degrees latitude (g = 980.6199 gals.).
 MS0453
 MS0453.The modeled gravity was interpolated from observed gravity values.
 MS0453
 MS0453;                    North         East    Units  Estimated Accuracy
 MS0453;SPC UT N     - 1,164,850.      302,300.      MT  (+/- 180 meters Scaled)
 MS0453
 MS0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM607308(NAD 83)
 MS0453
 MS0453                          SUPERSEDED SURVEY CONTROL
 MS0453
 MS0453  NGVD 29 (??/??/92) 1726.842  (m)         5665.48   (f) ADJ UNCH    2 0
 MS0453
 MS0453.Superseded values are not recommended for survey control.
 MS0453
 MS0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0453.See file dsdata.pdf to determine how the superseded data were derived.
 MS0453
 MS0453_MARKER: DB = BENCH MARK DISK
 MS0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0453_STAMPING: U 337 1951
 MS0453_MARK LOGO: CGS
 MS0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0453+STABILITY: SURFACE MOTION
 MS0453
 MS0453  HISTORY     - Date     Condition        Report By
 MS0453  HISTORY     - 1951     MONUMENTED       CGS
 MS0453
 MS0453                          STATION DESCRIPTION
 MS0453
 MS0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MS0453'7.1 MI N FROM GROUSE CREEK.
 MS0453'3.4 MILES NORTH, 3.7 MILES NORTHWEST, ON THE INSIDE OF A SHARP CURVE,
 MS0453'AT A POINT WHERE A FENCE LEAVES THE ROAD TO CONTINUE NORTHWEST, 49 1/2
 MS0453'FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 3 1/2 FEET HIGHER
 MS0453'THAN THE ROAD, 2.4 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF
 MS0453'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0323 ***********************************************************************
 JN0323  DESIGNATION -  U 36
 JN0323  PID         -  JN0323
 JN0323  STATE/COUNTY-  UT/WAYNE
 JN0323  COUNTRY     -  US
 JN0323  USGS QUAD   -  LYMAN (2017)
 JN0323
 JN0323                         *CURRENT SURVEY CONTROL
 JN0323  ______________________________________________________________________
 JN0323* NAD 83(1986) POSITION- 38 29 47.     (N) 111 32 06.     (W)   SCALED
 JN0323* NAVD 88 ORTHO HEIGHT -  2496.652 (meters)     8191.10  (feet) ADJUSTED
 JN0323  ______________________________________________________________________
 JN0323  GEOID HEIGHT    -        -17.550 (meters)                     GEOID18
 JN0323  DYNAMIC HEIGHT  -       2493.630 (meters)     8181.18  (feet) COMP
 JN0323  MODELED GRAVITY -    979,327.1   (mgal)                       NAVD 88
 JN0323
 JN0323  VERT ORDER      -  SECOND    CLASS 0
 JN0323
 JN0323.The horizontal coordinates were scaled from a map and have
 JN0323.an estimated accuracy of +/- 6 seconds.
 JN0323
 JN0323.The orthometric height was determined by differential leveling and
 JN0323.adjusted by the NATIONAL GEODETIC SURVEY
 JN0323.in June 1991.
 JN0323
 JN0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0323.GEOID18 height accuracy estimate available here.
 JN0323
 JN0323.Click photographs - Photos may exist for this station.
 JN0323
 JN0323.The dynamic height is computed by dividing the NAVD 88
 JN0323.geopotential number by the normal gravity value computed on the
 JN0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0323.degrees latitude (g = 980.6199 gals.).
 JN0323
 JN0323.The modeled gravity was interpolated from observed gravity values.
 JN0323
 JN0323;                    North         East    Units  Estimated Accuracy
 JN0323;SPC UT S     - 3,203,080.      496,950.      MT  (+/- 180 meters Scaled)
 JN0323
 JN0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH533610(NAD 83)
 JN0323
 JN0323                          SUPERSEDED SURVEY CONTROL
 JN0323
 JN0323  NGVD 29 (??/??/92) 2495.246  (m)         8186.49   (f) ADJ UNCH    2 0
 JN0323
 JN0323.Superseded values are not recommended for survey control.
 JN0323
 JN0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0323.See file dsdata.pdf to determine how the superseded data were derived.
 JN0323
 JN0323_MARKER: DB = BENCH MARK DISK
 JN0323_SETTING: 80 = SET IN A BOULDER
 JN0323_STAMPING: U 36 1934
 JN0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0323+STABILITY: SURFACE MOTION
 JN0323
 JN0323  HISTORY     - Date     Condition        Report By
 JN0323  HISTORY     - 1934     MONUMENTED       CGS
 JN0323
 JN0323                          STATION DESCRIPTION
 JN0323
 JN0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0323'11.2 MI N FROM LOA.
 JN0323'ABOUT 11.2 MILES NORTH ALONG STATE HIGHWAY 72 FROM THE LOA MERCANTILE
 JN0323'CO. AT LOA, WAYNE COUNTY, ABOUT 165 FEET SOUTHWEST OF THE SEVIER-WAYNE
 JN0323'COUNTY LINE SIGNBOARD, 84 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 JN0323'IN THE TOP OF A LARGE BLACK LAVA BOULDER, AND ABOUT 1 FOOT ABOVE
 JN0323'GROUND.  A STANDARD DISK, STAMPED U 36 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0352 ***********************************************************************
 HO0352  DESIGNATION -  U 364
 HO0352  PID         -  HO0352
 HO0352  STATE/COUNTY-  UT/WASHINGTON
 HO0352  COUNTRY     -  US
 HO0352  USGS QUAD   -  HARRISBURG JUNCTION (2017)
 HO0352
 HO0352                         *CURRENT SURVEY CONTROL
 HO0352  ______________________________________________________________________
 HO0352* NAD 83(1986) POSITION- 37 07 50.     (N) 113 29 49.     (W)   SCALED
 HO0352* NAVD 88 ORTHO HEIGHT -   861.761 (meters)     2827.29  (feet) ADJUSTED
 HO0352  ______________________________________________________________________
 HO0352  GEOID HEIGHT    -        -24.335 (meters)                     GEOID18
 HO0352  DYNAMIC HEIGHT  -        860.889 (meters)     2824.43  (feet) COMP
 HO0352  MODELED GRAVITY -    979,590.7   (mgal)                       NAVD 88
 HO0352  OBS GRAVITY     -    979,590.6   (mgal)                       GRAV_OBS
 HO0352
 HO0352  VERT ORDER      -  FIRST     CLASS II
 HO0352
 HO0352.The horizontal coordinates were scaled from a map and have
 HO0352.an estimated accuracy of +/- 6 seconds.
 HO0352
 HO0352.The orthometric height was determined by differential leveling and
 HO0352.adjusted by the NATIONAL GEODETIC SURVEY
 HO0352.in June 1991.
 HO0352
 HO0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0352.GEOID18 height accuracy estimate available here.
 HO0352
 HO0352.Click photographs - Photos may exist for this station.
 HO0352
 HO0352.The dynamic height is computed by dividing the NAVD 88
 HO0352.geopotential number by the normal gravity value computed on the
 HO0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0352.degrees latitude (g = 980.6199 gals.).
 HO0352
 HO0352.The modeled gravity was interpolated from observed gravity values.
 HO0352
 HO0352.The observed gravity was obtained from relative gravimeter ties
 HO0352.to the IGSN71 gravity network.
 HO0352
 HO0352;                    North         East    Units  Estimated Accuracy
 HO0352;SPC UT S     - 3,053,380.      322,560.      MT  (+/- 180 meters Scaled)
 HO0352
 HO0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG781122(NAD 83)
 HO0352
 HO0352                          SUPERSEDED SURVEY CONTROL
 HO0352
 HO0352.No superseded survey control is available for this station.
 HO0352
 HO0352_MARKER: I = METAL ROD
 HO0352_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0352_STAMPING: U 364 1982
 HO0352_MARK LOGO: NGS
 HO0352_PROJECTION: FLUSH
 HO0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0352_ROD/PIPE-DEPTH: 4.8 meters
 HO0352
 HO0352  HISTORY     - Date     Condition        Report By
 HO0352  HISTORY     - 1982     MONUMENTED       NGS
 HO0352
 HO0352                          STATION DESCRIPTION
 HO0352
 HO0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0352'1.6 KM (1.0 MI) NE FROM WASHINGTON.
 HO0352'1.6 KM (1.0 MI) NORTHEAST ALONG OLD US HIGHWAY 91 FROM THE OLD HIGHWAY
 HO0352'BRIDGE OVER FACTORY CREEK IN WASHINGTON, ON THE NORTHEAST CORNER OF
 HO0352'THE T JUNCTION OF A PAVED ROAD, 1.5 KM (0.95 MI) WEST OF THE CROSSING
 HO0352'OF GRAPEVINE PASS WASH, 0.9 METER (3 FT) SOUTH OF THE SOUTHWEST CORNER
 HO0352'POST FOR A CHAIN LINK FENCE, 14.5 METERS (47.5 FT) NORTH OF THE
 HO0352'HIGHWAY CENTERLINE, 11.3 METERS (37 FT) EAST OF THE ROAD CENTER, 3.6
 HO0352'METERS (12 FT) NORTHEAST OF THE EAST END OF A 24 INCH CORRUGATED METAL
 HO0352'PIPE CULVERT.
 HO0352'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 HO0352'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0377 ***********************************************************************
 HO0377  DESIGNATION -  U 365
 HO0377  PID         -  HO0377
 HO0377  STATE/COUNTY-  UT/WASHINGTON
 HO0377  COUNTRY     -  US
 HO0377  USGS QUAD   -  JARVIS PEAK (2017)
 HO0377
 HO0377                         *CURRENT SURVEY CONTROL
 HO0377  ______________________________________________________________________
 HO0377* NAD 83(1986) POSITION- 37 05 25.68   (N) 113 50 49.28   (W)   HD_HELD1
 HO0377* NAVD 88 ORTHO HEIGHT -  1339.555 (meters)     4394.86  (feet) ADJUSTED
 HO0377  ______________________________________________________________________
 HO0377  GEOID HEIGHT    -        -24.642 (meters)                     GEOID18
 HO0377  DYNAMIC HEIGHT  -       1338.103 (meters)     4390.09  (feet) COMP
 HO0377  MODELED GRAVITY -    979,500.1   (mgal)                       NAVD 88
 HO0377
 HO0377  VERT ORDER      -  FIRST     CLASS II
 HO0377
 HO0377.The horizontal coordinates were determined by differentially corrected
 HO0377.hand held GPS observations or other comparable positioning techniques
 HO0377.and have an estimated accuracy of +/- 3 meters.
 HO0377
 HO0377.The orthometric height was determined by differential leveling and
 HO0377.adjusted by the NATIONAL GEODETIC SURVEY
 HO0377.in June 1991.
 HO0377
 HO0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0377.GEOID18 height accuracy estimate available here.
 HO0377
 HO0377.Click photographs - Photos may exist for this station.
 HO0377
 HO0377.The dynamic height is computed by dividing the NAVD 88
 HO0377.geopotential number by the normal gravity value computed on the
 HO0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0377.degrees latitude (g = 980.6199 gals.).
 HO0377
 HO0377.The modeled gravity was interpolated from observed gravity values.
 HO0377
 HO0377;                    North         East    Units  Estimated Accuracy
 HO0377;SPC UT S     - 3,049,653.4     291,352.3     MT  (+/- 3 meters HH1 GPS) 
 HO0377
 HO0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG4695408701(NAD 83)
 HO0377
 HO0377                          SUPERSEDED SURVEY CONTROL
 HO0377
 HO0377.No superseded survey control is available for this station.
 HO0377
 HO0377_MARKER: I = METAL ROD
 HO0377_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0377_STAMPING: U 365 1982
 HO0377_MARK LOGO: NGS
 HO0377_PROJECTION: PROJECTING 6 CENTIMETERS
 HO0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0377+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2012
 HO0377_ROD/PIPE-DEPTH: 2.3 meters
 HO0377
 HO0377  HISTORY     - Date     Condition        Report By
 HO0377  HISTORY     - 1982     MONUMENTED       NGS
 HO0377  HISTORY     - 20120112 GOOD             GEOCAC
 HO0377
 HO0377                          STATION DESCRIPTION
 HO0377
 HO0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0377'26.5 KM (16.5 MI) WEST FROM SANTA CLARA.
 HO0377'26.5 KM (16.55 MI) WEST ALONG OLD US HIGHWAY 91 FROM THE CHURCH OF
 HO0377'LATTER DAY SAINTS IN SANTA CLARA, 2.3 KM (1.45 MI) SOUTHWEST OF UTAH
 HO0377'HILL SUMMIT, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A TRACK ROAD
 HO0377'LEADING NORTH, 17.5 METERS (57.5 FT) NORTH OF THE HIGHWAY CENTERLINE,
 HO0377'10.6 METERS (35 FT) EAST OF THE CENTER OF THE ROAD, 7.9 METERS (26 FT)
 HO0377'EAST OF THE EAST GATE POST FOR A WIRE GATE, 0.5 METER (1.7 FT) SOUTH
 HO0377'OF THE RIGHT OF WAY FENCE.
 HO0377'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 HO0377'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HO0377
 HO0377                          STATION RECOVERY (2012)
 HO0377
 HO0377'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 HO0377'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0416 ***********************************************************************
 HO0416  DESIGNATION -  U 366
 HO0416  PID         -  HO0416
 HO0416  STATE/COUNTY-  UT/WASHINGTON
 HO0416  COUNTRY     -  US
 HO0416  USGS QUAD   -  SPRINGDALE EAST (2017)
 HO0416
 HO0416                         *CURRENT SURVEY CONTROL
 HO0416  ______________________________________________________________________
 HO0416* NAD 83(1986) POSITION- 37 12 19.     (N) 112 59 02.     (W)   SCALED
 HO0416* NAVD 88 ORTHO HEIGHT -  1213.355 (meters)     3980.82  (feet) ADJUSTED
 HO0416  ______________________________________________________________________
 HO0416  GEOID HEIGHT    -        -22.470 (meters)                     GEOID18
 HO0416  DYNAMIC HEIGHT  -       1212.024 (meters)     3976.45  (feet) COMP
 HO0416  MODELED GRAVITY -    979,492.2   (mgal)                       NAVD 88
 HO0416
 HO0416  VERT ORDER      -  FIRST     CLASS II
 HO0416
 HO0416.The horizontal coordinates were scaled from a map and have
 HO0416.an estimated accuracy of +/- 6 seconds.
 HO0416
 HO0416.The orthometric height was determined by differential leveling and
 HO0416.adjusted by the NATIONAL GEODETIC SURVEY
 HO0416.in June 1991.
 HO0416
 HO0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0416.GEOID18 height accuracy estimate available here.
 HO0416
 HO0416.Click photographs - Photos may exist for this station.
 HO0416
 HO0416.The dynamic height is computed by dividing the NAVD 88
 HO0416.geopotential number by the normal gravity value computed on the
 HO0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0416.degrees latitude (g = 980.6199 gals.).
 HO0416
 HO0416.The modeled gravity was interpolated from observed gravity values.
 HO0416
 HO0416;                    North         East    Units  Estimated Accuracy
 HO0416;SPC UT S     - 3,060,820.      368,280.      MT  (+/- 180 meters Scaled)
 HO0416
 HO0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG239194(NAD 83)
 HO0416
 HO0416                          SUPERSEDED SURVEY CONTROL
 HO0416
 HO0416.No superseded survey control is available for this station.
 HO0416
 HO0416_MARKER: I = METAL ROD
 HO0416_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0416_STAMPING: U 366 1982
 HO0416_MARK LOGO: NGS
 HO0416_PROJECTION: FLUSH
 HO0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0416_ROD/PIPE-DEPTH: 11.9 meters
 HO0416
 HO0416  HISTORY     - Date     Condition        Report By
 HO0416  HISTORY     - 1982     MONUMENTED       NGS
 HO0416  HISTORY     - 20011201 POOR             NGS
 HO0416
 HO0416                          STATION DESCRIPTION
 HO0416
 HO0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0416'3.7 KM (2.3 MI) EAST FROM SPRINGDALE.
 HO0416'3.7 KM (2.3 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF LATTER
 HO0416'DAY SAINTS IN SPRINGDALE, AT THE SOUTHWEST END OF THE NORTHEAST
 HO0416'PLANTER BOX HIGHWAY MEDIAN AT THE T-JUNCTION OF THE SOUTH CAMPGROUND
 HO0416'ROAD, 0.6 KM (0.4 MI) NORTHEAST OF THE ZION NATIONAL PARK BOUNDARY,
 HO0416'0.65 KM (0.45 MI) SOUTHWEST OF THE PARK ADMINISTRATION BUILDING,
 HO0416'1.0 METER (3.5 FT) NORTHEAST OF THE SOUTHWEST CURB OF THE MEDIAN,
 HO0416'0.75 METER (2.5 FT) NORTHWEST OF THE SOUTHEAST CURB ON THE MEDIAN.
 HO0416'THE MARK IS ABOVE LEVEL WITH THE CURBS.
 HO0416
 HO0416                          STATION RECOVERY (2001)
 HO0416
 HO0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLC)
 HO0416'THIS BENCH MARK WAS DISTURBED
 HO0416'ROD-MARK AND WAS BENT OVER ABOUT 4 INCHES BUT
 HO0416'CAN BE RESET WITH NEW ELEVATION. LOGO CAP AND COLLAR WERE
 HO0416'REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0440 ***********************************************************************
 HO0440  DESIGNATION -  U 367
 HO0440  PID         -  HO0440
 HO0440  STATE/COUNTY-  UT/KANE
 HO0440  COUNTRY     -  US
 HO0440  USGS QUAD   -  MOUNT CARMEL (2017)
 HO0440
 HO0440                         *CURRENT SURVEY CONTROL
 HO0440  ______________________________________________________________________
 HO0440* NAD 83(1986) POSITION- 37 11 47.8    (N) 112 39 55.2    (W)   HD_HELD2
 HO0440* NAVD 88 ORTHO HEIGHT -  1732.292 (meters)     5683.36  (feet) ADJUSTED
 HO0440  ______________________________________________________________________
 HO0440  GEOID HEIGHT    -        -21.851 (meters)                     GEOID18
 HO0440  DYNAMIC HEIGHT  -       1730.272 (meters)     5676.73  (feet) COMP
 HO0440  MODELED GRAVITY -    979,402.6   (mgal)                       NAVD 88
 HO0440
 HO0440  VERT ORDER      -  FIRST     CLASS II
 HO0440
 HO0440.The horizontal coordinates were established by autonomous hand held GPS
 HO0440.observations and have an estimated accuracy of +/- 10 meters.
 HO0440
 HO0440.The orthometric height was determined by differential leveling and
 HO0440.adjusted by the NATIONAL GEODETIC SURVEY
 HO0440.in June 1991.
 HO0440
 HO0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0440.GEOID18 height accuracy estimate available here.
 HO0440
 HO0440.Click photographs - Photos may exist for this station.
 HO0440
 HO0440.The dynamic height is computed by dividing the NAVD 88
 HO0440.geopotential number by the normal gravity value computed on the
 HO0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0440.degrees latitude (g = 980.6199 gals.).
 HO0440
 HO0440.The modeled gravity was interpolated from observed gravity values.
 HO0440
 HO0440;                    North         East    Units  Estimated Accuracy
 HO0440;SPC UT S     - 3,059,460.      396,542.      MT  (+/- 10 meters HH2 GPS)
 HO0440
 HO0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG5220117982(NAD 83)
 HO0440
 HO0440                          SUPERSEDED SURVEY CONTROL
 HO0440
 HO0440.No superseded survey control is available for this station.
 HO0440
 HO0440_MARKER: I = METAL ROD
 HO0440_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0440_STAMPING: U 367 1983
 HO0440_MARK LOGO: NGS
 HO0440_PROJECTION: FLUSH
 HO0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0440_ROD/PIPE-DEPTH: 1.2 meters
 HO0440
 HO0440  HISTORY     - Date     Condition        Report By
 HO0440  HISTORY     - 1983     MONUMENTED       NGS
 HO0440
 HO0440                          STATION DESCRIPTION
 HO0440
 HO0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0440'22.6 KM (14.0 MI) NORTH FROM KANAB.
 HO0440'22.6 KM (14.0 MI) NORTH ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER
 HO0440'DAY SAINTS IN KANAB, AT THE EAST END OF A HIGHLY FRACTURED LIMESTONE
 HO0440'BEDROCK CUT, 4.55 KM (2.85 MI) SOUTHEAST OF MT CARMEL JUNCTION, 0.2 KM
 HO0440'(0.12 MI) SOUTHEAST OF MILEPOST 79, 23.1 METERS (76 FT) NORTH OF THE
 HO0440'HIGHWAY CENTERLINE, 46.3 METERS (152 FT) WEST OF THE NORTH END OF A
 HO0440'24-INCH CORRUGATED METAL PIPE CULVERT, 36.8 METERS (120 FT) SOUTH OF
 HO0440'THE RIGHT OF WAY FENCE, 16.7 METERS (55 FT) NORTHEAST OF THE EAST END
 HO0440'OF THE CUT.
 HO0440'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 HO0440'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0391 ***********************************************************************
 JO0391  DESIGNATION -  U 368
 JO0391  PID         -  JO0391
 JO0391  STATE/COUNTY-  UT/BEAVER
 JO0391  COUNTRY     -  US
 JO0391  USGS QUAD   -  CAVE CANYON (2017)
 JO0391
 JO0391                         *CURRENT SURVEY CONTROL
 JO0391  ______________________________________________________________________
 JO0391* NAD 83(1986) POSITION- 38 18 08.     (N) 112 58 09.     (W)   SCALED
 JO0391* NAVD 88 ORTHO HEIGHT -  1584.958 (meters)     5199.98  (feet) ADJUSTED
 JO0391  ______________________________________________________________________
 JO0391  GEOID HEIGHT    -        -20.897 (meters)                     GEOID18
 JO0391  DYNAMIC HEIGHT  -       1583.277 (meters)     5194.47  (feet) COMP
 JO0391  MODELED GRAVITY -    979,512.7   (mgal)                       NAVD 88
 JO0391  OBS GRAVITY     -    979,514.0   (mgal)                       GRAV_OBS
 JO0391
 JO0391  VERT ORDER      -  FIRST     CLASS II
 JO0391
 JO0391.The horizontal coordinates were scaled from a map and have
 JO0391.an estimated accuracy of +/- 6 seconds.
 JO0391
 JO0391.The orthometric height was determined by differential leveling and
 JO0391.adjusted by the NATIONAL GEODETIC SURVEY
 JO0391.in June 1991.
 JO0391
 JO0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0391.GEOID18 height accuracy estimate available here.
 JO0391
 JO0391.Click photographs - Photos may exist for this station.
 JO0391
 JO0391.The dynamic height is computed by dividing the NAVD 88
 JO0391.geopotential number by the normal gravity value computed on the
 JO0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0391.degrees latitude (g = 980.6199 gals.).
 JO0391
 JO0391.The modeled gravity was interpolated from observed gravity values.
 JO0391
 JO0391.The observed gravity was obtained from relative gravimeter ties
 JO0391.to the IGSN71 gravity network.
 JO0391
 JO0391;                    North         East    Units  Estimated Accuracy
 JO0391;SPC UT S     - 3,182,530.      371,500.      MT  (+/- 180 meters Scaled)
 JO0391
 JO0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH278411(NAD 83)
 JO0391
 JO0391                          SUPERSEDED SURVEY CONTROL
 JO0391
 JO0391.No superseded survey control is available for this station.
 JO0391
 JO0391_MARKER: I = METAL ROD
 JO0391_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0391_STAMPING: U 368 1984
 JO0391_MARK LOGO: NGS
 JO0391_PROJECTION: FLUSH
 JO0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0391_ROD/PIPE-DEPTH: 6.1 meters
 JO0391
 JO0391  HISTORY     - Date     Condition        Report By
 JO0391  HISTORY     - 1984     MONUMENTED       NGS
 JO0391
 JO0391                          STATION DESCRIPTION
 JO0391
 JO0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0391'10.6 KM (6.6 MI) NW FROM MINERSVILLE.
 JO0391'0.51 KM (0.31 MI) NORTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 JO0391'AT MINERSVILLE, THENCE 10.06 KM (6.25 MI) NORTHWEST ALONG STATE
 JO0391'HIGHWAY 21 ALSO 10.96 KM (6.81 MI) SOUTHEAST OF MILFORD, 0.56 KM
 JO0391'(0.36 MI) NORTH OF THE T JUNCTION OF A DIRT ROAD, 23.8 METERS (78 FT)
 JO0391'WEST OF THE HIGHWAY CENTERLINE, 21.0 METERS (69 FT) SOUTH-SOUTHEAST OF
 JO0391'A BRACED POST IN THE RIGHT OF WAY FENCE, 19.2 METERS (63 FT) SOUTHWEST
 JO0391'OF MILEPOST 84 AND 7.0 METERS (23 FT) EAST OF THE RIGHT OF WAY FENCE.
 JO0391'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 JO0391'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0513 ***********************************************************************
 HO0513  DESIGNATION -  U 369
 HO0513  PID         -  HO0513
 HO0513  STATE/COUNTY-  UT/WASHINGTON
 HO0513  COUNTRY     -  US
 HO0513  USGS QUAD   -  HURRICANE (2017)
 HO0513
 HO0513                         *CURRENT SURVEY CONTROL
 HO0513  ______________________________________________________________________
 HO0513* NAD 83(1986) POSITION- 37 12 41.     (N) 113 16 05.     (W)   SCALED
 HO0513* NAVD 88 ORTHO HEIGHT -   991.816 (meters)     3253.98  (feet) ADJUSTED
 HO0513  ______________________________________________________________________
 HO0513  GEOID HEIGHT    -        -23.498 (meters)                     GEOID18
 HO0513  DYNAMIC HEIGHT  -        990.768 (meters)     3250.54  (feet) COMP
 HO0513  MODELED GRAVITY -    979,542.2   (mgal)                       NAVD 88
 HO0513
 HO0513  VERT ORDER      -  FIRST     CLASS II
 HO0513
 HO0513.The horizontal coordinates were scaled from a map and have
 HO0513.an estimated accuracy of +/- 6 seconds.
 HO0513
 HO0513.The orthometric height was determined by differential leveling and
 HO0513.adjusted by the NATIONAL GEODETIC SURVEY
 HO0513.in June 1991.
 HO0513
 HO0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0513.GEOID18 height accuracy estimate available here.
 HO0513
 HO0513.Click photographs - Photos may exist for this station.
 HO0513
 HO0513.The dynamic height is computed by dividing the NAVD 88
 HO0513.geopotential number by the normal gravity value computed on the
 HO0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0513.degrees latitude (g = 980.6199 gals.).
 HO0513
 HO0513.The modeled gravity was interpolated from observed gravity values.
 HO0513
 HO0513;                    North         East    Units  Estimated Accuracy
 HO0513;SPC UT S     - 3,061,940.      343,070.      MT  (+/- 180 meters Scaled)
 HO0513
 HO0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG987207(NAD 83)
 HO0513
 HO0513                          SUPERSEDED SURVEY CONTROL
 HO0513
 HO0513.No superseded survey control is available for this station.
 HO0513
 HO0513_MARKER: I = METAL ROD
 HO0513_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0513_STAMPING: U 369 1984
 HO0513_MARK LOGO: NGS
 HO0513_PROJECTION: FLUSH
 HO0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0513_ROD/PIPE-DEPTH: 12.2 meters
 HO0513
 HO0513  HISTORY     - Date     Condition        Report By
 HO0513  HISTORY     - 1984     MONUMENTED       NGS
 HO0513
 HO0513                          STATION DESCRIPTION
 HO0513
 HO0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0513'0.3 KM (0.2 MI) EAST FROM LA VERKIN.
 HO0513'0.34 KM (0.21 MI) EAST ALONG STATE HIGHWAY 9 FROM ITS JUNCTION WITH
 HO0513'STATE HIGHWAY 17 AT LA VERKIN, IN THE EAST CORNER OF THE Y JUNCTION OF
 HO0513'A TRACK ROAD LEADING NORTHEAST THROUGH A FARM YARD, 12.2 METERS
 HO0513'(40 FT) NORTH OF THE HIGHWAY CENTERLINE, 58.5 METERS (192 FT) EAST OF
 HO0513'THE EXTENDED CENTER OF A GRAVEL ROAD LEADING SOUTH THROUGH AN ORCHARD,
 HO0513'48.8 METERS (160 FT) NORTHEAST ACROSS THE HIGHWAY FROM A POWER POLE
 HO0513'BEARING A STREET LAMP, 18.0 METERS (59 FT) EAST OF THE EAST GATE POST
 HO0513'FOR A WIRE GATE AND 0.4 METER (1.3 FT) SOUTH OF A FENCE.
 HO0513'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 HO0513'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0068 ***********************************************************************
 JO0068  DESIGNATION -  U 37
 JO0068  PID         -  JO0068
 JO0068  STATE/COUNTY-  UT/PIUTE
 JO0068  COUNTRY     -  US
 JO0068  USGS QUAD   -  MARYSVALE (2017)
 JO0068
 JO0068                         *CURRENT SURVEY CONTROL
 JO0068  ______________________________________________________________________
 JO0068* NAD 83(1986) POSITION- 38 27 00.     (N) 112 13 19.     (W)   SCALED
 JO0068* NAVD 88 ORTHO HEIGHT -  1777.389 (meters)     5831.32  (feet) ADJUSTED
 JO0068  ______________________________________________________________________
 JO0068  GEOID HEIGHT    -        -19.136 (meters)                     GEOID18
 JO0068  DYNAMIC HEIGHT  -       1775.365 (meters)     5824.68  (feet) COMP
 JO0068  MODELED GRAVITY -    979,427.5   (mgal)                       NAVD 88
 JO0068
 JO0068  VERT ORDER      -  SECOND    CLASS 0
 JO0068
 JO0068.The horizontal coordinates were scaled from a map and have
 JO0068.an estimated accuracy of +/- 6 seconds.
 JO0068
 JO0068.The orthometric height was determined by differential leveling and
 JO0068.adjusted by the NATIONAL GEODETIC SURVEY
 JO0068.in June 1991.
 JO0068
 JO0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0068.GEOID18 height accuracy estimate available here.
 JO0068
 JO0068.Click photographs - Photos may exist for this station.
 JO0068
 JO0068.The dynamic height is computed by dividing the NAVD 88
 JO0068.geopotential number by the normal gravity value computed on the
 JO0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0068.degrees latitude (g = 980.6199 gals.).
 JO0068
 JO0068.The modeled gravity was interpolated from observed gravity values.
 JO0068
 JO0068;                    North         East    Units  Estimated Accuracy
 JO0068;SPC UT S     - 3,198,170.      436,980.      MT  (+/- 180 meters Scaled)
 JO0068
 JO0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH933564(NAD 83)
 JO0068
 JO0068                          SUPERSEDED SURVEY CONTROL
 JO0068
 JO0068  NGVD 29 (??/??/92) 1776.109  (m)         5827.12   (f) ADJ UNCH    2 0
 JO0068
 JO0068.Superseded values are not recommended for survey control.
 JO0068
 JO0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0068.See file dsdata.pdf to determine how the superseded data were derived.
 JO0068
 JO0068_MARKER: DB = BENCH MARK DISK
 JO0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0068_STAMPING: U 37 1934
 JO0068_MARK LOGO: CGS
 JO0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0068+STABILITY: SURFACE MOTION
 JO0068
 JO0068  HISTORY     - Date     Condition        Report By
 JO0068  HISTORY     - 1934     MONUMENTED       CGS
 JO0068  HISTORY     - 1975     MARK NOT FOUND   USGS
 JO0068
 JO0068                          STATION DESCRIPTION
 JO0068
 JO0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0068'IN MARYSVALE.
 JO0068'AT MARYSVALE, PIUTE COUNTY, ABOUT 150 FEET NORTH OF THE NORTH END OF
 JO0068'THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION, 45 FEET NORTHWEST
 JO0068'OF BRIDGE 132 A, AND 87 FEET WEST OF THE CENTER LINE OF THE TRACK.  A
 JO0068'STANDARD DISK, STAMPED U 37 1934 AND SET IN THE TOP OF A CONCRETE
 JO0068'POST.
 JO0068
 JO0068                          STATION RECOVERY (1975)
 JO0068
 JO0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0068'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0572 ***********************************************************************
 MR0572  DESIGNATION -  U 370
 MR0572  PID         -  MR0572
 MR0572  STATE/COUNTY-  UT/SUMMIT
 MR0572  COUNTRY     -  US
 MR0572  USGS QUAD   -  DEVILS SLIDE (2017)
 MR0572
 MR0572                         *CURRENT SURVEY CONTROL
 MR0572  ______________________________________________________________________
 MR0572* NAD 83(1986) POSITION- 41 01 48.     (N) 111 30 08.     (W)   SCALED
 MR0572* NAVD 88 ORTHO HEIGHT -  1619.080 (meters)     5311.93  (feet) ADJUSTED
 MR0572  ______________________________________________________________________
 MR0572  GEOID HEIGHT    -        -16.120 (meters)                     GEOID18
 MR0572  DYNAMIC HEIGHT  -       1617.668 (meters)     5307.30  (feet) COMP
 MR0572  MODELED GRAVITY -    979,696.0   (mgal)                       NAVD 88
 MR0572
 MR0572  VERT ORDER      -  FIRST     CLASS II
 MR0572
 MR0572.The horizontal coordinates were scaled from a map and have
 MR0572.an estimated accuracy of +/- 6 seconds.
 MR0572
 MR0572.The orthometric height was determined by differential leveling and
 MR0572.adjusted by the NATIONAL GEODETIC SURVEY
 MR0572.in June 1991.
 MR0572
 MR0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0572.GEOID18 height accuracy estimate available here.
 MR0572
 MR0572.Click photographs - Photos may exist for this station.
 MR0572
 MR0572.The dynamic height is computed by dividing the NAVD 88
 MR0572.geopotential number by the normal gravity value computed on the
 MR0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0572.degrees latitude (g = 980.6199 gals.).
 MR0572
 MR0572.The modeled gravity was interpolated from observed gravity values.
 MR0572
 MR0572;                    North         East    Units  Estimated Accuracy
 MR0572;SPC UT N     - 1,077,360.      499,810.      MT  (+/- 180 meters Scaled)
 MR0572
 MR0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL577422(NAD 83)
 MR0572
 MR0572                          SUPERSEDED SURVEY CONTROL
 MR0572
 MR0572  NGVD 29 (06/08/92) 1617.906  (m)         5308.08   (f) ADJUSTED    1 2
 MR0572
 MR0572.Superseded values are not recommended for survey control.
 MR0572
 MR0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0572.See file dsdata.pdf to determine how the superseded data were derived.
 MR0572
 MR0572_MARKER: I = METAL ROD
 MR0572_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0572_STAMPING: U 370 1983
 MR0572_MARK LOGO: NGS
 MR0572_PROJECTION: FLUSH
 MR0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0572_ROD/PIPE-DEPTH: 12.2 meters
 MR0572
 MR0572  HISTORY     - Date     Condition        Report By
 MR0572  HISTORY     - 1983     MONUMENTED       NGS
 MR0572
 MR0572                          STATION DESCRIPTION
 MR0572
 MR0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0572'5.0 KM (3.1 MI) SE FROM DEVILS SLIDE.
 MR0572'5.0 KM (3.1 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0572'THE STATION IN DEVILS SLIDE, 0.3 KM (0.2 MI) SOUTHEAST OF INTERSTATE
 MR0572'HIGHWAY 84 MILEPOST 114, 70.1 METERS (230.0 FT) SOUTHWEST OF THE NEAR
 MR0572'RAIL, 22.6 METERS (70.1 FT) SOUTHWEST OF THE CENTERLINE OF THE
 MR0572'SOUTHEAST BOUND LANES OF INTERSTATE HIGHWAY 84, AND 13.2 METERS (43.3
 MR0572'FT) SOUTHEAST OF THE SOUTHWEST LEG OF A HIGHWAY INFORMATION SIGN (EXIT
 MR0572'115 HENNIFER ECHO EXIT ONE MILE).  NOTE=ACCESS TO THE DATUM POINT IS
 MR0572'THROUGH A 5-INCH LOGO CAP.
 MR0572'THE MARK IS 0.3 METERS  NE FROM  WITNESS POST AND FENCE
 MR0572'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0512 ***********************************************************************
 MR0512  DESIGNATION -  U 371
 MR0512  PID         -  MR0512
 MR0512  STATE/COUNTY-  UT/WEBER
 MR0512  COUNTRY     -  US
 MR0512  USGS QUAD   -  OGDEN (2017)
 MR0512
 MR0512                         *CURRENT SURVEY CONTROL
 MR0512  ______________________________________________________________________
 MR0512* NAD 83(1986) POSITION- 41 09 26.     (N) 111 59 55.     (W)   SCALED
 MR0512* NAVD 88 ORTHO HEIGHT -  1344.054 (meters)     4409.62  (feet) ADJUSTED
 MR0512  ______________________________________________________________________
 MR0512  GEOID HEIGHT    -        -16.851 (meters)                     GEOID18
 MR0512  DYNAMIC HEIGHT  -       1343.006 (meters)     4406.18  (feet) COMP
 MR0512  MODELED GRAVITY -    979,798.6   (mgal)                       NAVD 88
 MR0512
 MR0512  VERT ORDER      -  FIRST     CLASS II
 MR0512
 MR0512.The horizontal coordinates were scaled from a map and have
 MR0512.an estimated accuracy of +/- 6 seconds.
 MR0512
 MR0512.The orthometric height was determined by differential leveling and
 MR0512.adjusted by the NATIONAL GEODETIC SURVEY
 MR0512.in June 1991.
 MR0512
 MR0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0512.GEOID18 height accuracy estimate available here.
 MR0512
 MR0512.Click photographs - Photos may exist for this station.
 MR0512
 MR0512.The dynamic height is computed by dividing the NAVD 88
 MR0512.geopotential number by the normal gravity value computed on the
 MR0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0512.degrees latitude (g = 980.6199 gals.).
 MR0512
 MR0512.The modeled gravity was interpolated from observed gravity values.
 MR0512
 MR0512;                    North         East    Units  Estimated Accuracy
 MR0512;SPC UT N     - 1,091,610.      458,150.      MT  (+/- 180 meters Scaled)
 MR0512
 MR0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL162566(NAD 83)
 MR0512
 MR0512                          SUPERSEDED SURVEY CONTROL
 MR0512
 MR0512.No superseded survey control is available for this station.
 MR0512
 MR0512_MARKER: I = METAL ROD
 MR0512_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0512_STAMPING: U 371 1983
 MR0512_MARK LOGO: NGS
 MR0512_PROJECTION: FLUSH
 MR0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0512_ROD/PIPE-DEPTH: 10.7 meters
 MR0512
 MR0512  HISTORY     - Date     Condition        Report By
 MR0512  HISTORY     - 1983     MONUMENTED       NGS
 MR0512
 MR0512                          STATION DESCRIPTION
 MR0512
 MR0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0512'8.5 KM (5.3 MI) SOUTH FROM OGDEN.
 MR0512'4.6 KM (2.85 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0512'STATION IN OGDEN, THENCE 1.2 KM (0.75 MI) SOUTHWESTERLY ALONG STATE
 MR0512'HIGHWAY 26, THENCE 2.7 KM (1.7 MI) SOUTHERLY ALONG STATE HIGHWAY 60,
 MR0512'ON THE OUTSIDE OF A CURVE, 6.0 METERS (19.7 FT) WEST OF THE CENTER OF
 MR0512'A FIELD ENTRANCE, 5.3 METERS (17.4 FT) NORTH OF THE EXTENDED CENTER OF
 MR0512'THE HIGHWAY, AND 19.0 METERS (62.3 FT) NORTHEAST OF THE CENTERLINE OF
 MR0512'THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 MR0512'CAP.
 MR0512'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 MR0512'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0359 ***********************************************************************
 HM0359  CBN         -  This is a Cooperative Base Network Control Station.
 HM0359  DESIGNATION -  U 372
 HM0359  PID         -  HM0359
 HM0359  STATE/COUNTY-  UT/SAN JUAN
 HM0359  COUNTRY     -  US
 HM0359  USGS QUAD   -  BLUFF (2017)
 HM0359
 HM0359                         *CURRENT SURVEY CONTROL
 HM0359  ______________________________________________________________________
 HM0359* NAD 83(2011) POSITION- 37 16 15.77074(N) 109 35 46.38414(W)   ADJUSTED
 HM0359* NAD 83(2011) ELLIP HT-  1317.059 (meters)        (06/27/12)   ADJUSTED
 HM0359* NAD 83(2011) EPOCH   -  2010.00
 HM0359* NAVD 88 ORTHO HEIGHT -  1337.952 (meters)     4389.60  (feet) ADJUSTED
 HM0359  ______________________________________________________________________
 HM0359  GEOID HEIGHT    -        -20.888 (meters)                     GEOID18
 HM0359  NAD 83(2011) X  - -1,704,744.425 (meters)                     COMP
 HM0359  NAD 83(2011) Y  - -4,788,478.768 (meters)                     COMP
 HM0359  NAD 83(2011) Z  -  3,842,171.513 (meters)                     COMP
 HM0359  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 HM0359  DYNAMIC HEIGHT  -       1336.460 (meters)     4384.70  (feet) COMP
 HM0359  MODELED GRAVITY -    979,469.2   (mgal)                       NAVD 88
 HM0359
 HM0359  VERT ORDER      -  FIRST     CLASS II
 HM0359
 HM0359  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HM0359  Standards:
 HM0359         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HM0359            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HM0359  -------------------------------------------------------------------
 HM0359  NETWORK    0.64   1.37           0.27   0.25   0.70     -0.20111248
 HM0359  -------------------------------------------------------------------
 HM0359  Click here for local accuracies and other accuracy information.
 HM0359
 HM0359.The horizontal coordinates were established by GPS observations
 HM0359.and adjusted by the National Geodetic Survey in June 2012.
 HM0359
 HM0359.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HM0359.been affixed to the stable North American tectonic plate. See 
 HM0359.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HM0359
 HM0359.The horizontal coordinates are valid at the epoch date displayed above
 HM0359.which is a decimal equivalence of Year/Month/Day.
 HM0359
 HM0359.The orthometric height was determined by differential leveling and
 HM0359.adjusted by the NATIONAL GEODETIC SURVEY
 HM0359.in June 1991.
 HM0359
 HM0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0359.GEOID18 height accuracy estimate available here.
 HM0359
 HM0359.Click photographs - Photos may exist for this station.
 HM0359
 HM0359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HM0359
 HM0359.The Laplace correction was computed from DEFLEC18 derived deflections.
 HM0359
 HM0359.The ellipsoidal height was determined by GPS observations
 HM0359.and is referenced to NAD 83.
 HM0359
 HM0359.The dynamic height is computed by dividing the NAVD 88
 HM0359.geopotential number by the normal gravity value computed on the
 HM0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0359.degrees latitude (g = 980.6199 gals.).
 HM0359
 HM0359.The modeled gravity was interpolated from observed gravity values.
 HM0359
 HM0359. The following values were computed from the NAD 83(2011) position.
 HM0359
 HM0359;                    North         East     Units Scale Factor Converg.
 HM0359;SPC UT S     - 3,068,794.875   668,842.269   MT  0.99999112   +1 09 59.1
 HM0359;SPC UT S     -10,068,204.52  2,194,360.01   sFT  0.99999112   +1 09 59.1
 HM0359;UTM  12      - 4,125,864.671   624,461.619   MT  0.99979082   +0 51 00.8
 HM0359
 HM0359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0359!SPC UT S     -   0.99979336  x   0.99999112  =   0.99978448
 HM0359!UTM  12      -   0.99979336  x   0.99979082  =   0.99958422
 HM0359
 HM0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG2446125864(NAD 83)
 HM0359
 HM0359                          SUPERSEDED SURVEY CONTROL
 HM0359
 HM0359  NAD 83(2007)-  37 16 15.77019(N)    109 35 46.38476(W) AD(2002.00) 0
 HM0359  ELLIP H (02/10/07) 1317.073  (m)                       GP(2002.00)    
 HM0359  NAD 83(1994)-  37 16 15.76993(N)    109 35 46.38440(W) AD(       ) A
 HM0359  ELLIP H (06/28/00) 1317.092  (m)                       GP(       ) 4 1
 HM0359  NAVD 88            1337.95   (m)         4389.6    (f) LEVELING    3  
 HM0359
 HM0359.Superseded values are not recommended for survey control.
 HM0359
 HM0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0359.See file dsdata.pdf to determine how the superseded data were derived.
 HM0359
 HM0359_MARKER: F = FLANGE-ENCASED ROD
 HM0359_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HM0359+WITH SETTING: INFORMATION.
 HM0359_STAMPING: U 372 1983
 HM0359_MARK LOGO: NGS
 HM0359_PROJECTION: FLUSH
 HM0359_MAGNETIC: N = NO MAGNETIC MATERIAL
 HM0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0359+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2022
 HM0359_ROD/PIPE-DEPTH: 2.4 meters
 HM0359
 HM0359  HISTORY     - Date     Condition        Report By
 HM0359  HISTORY     - 1983     MONUMENTED       NGS
 HM0359  HISTORY     - 19990625 GOOD             NAVNAT
 HM0359  HISTORY     - 20170731 GOOD             AZDT
 HM0359  HISTORY     - 20220926 GOOD             PROFLN
 HM0359
 HM0359                          STATION DESCRIPTION
 HM0359
 HM0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0359'3.6 KM (2.25 MI) SW FROM BLUFF.
 HM0359'3.6 KM (2.25 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0359'OFFICE IN BLUFF, ON THE SOUTHWEST SIDE OF A SMALL KNOLL, 0.4 KM
 HM0359'(0.25 MI) SOUTHWEST OF A DIRT ROAD LEADING NORTHWEST, 26.8 METERS
 HM0359'(87.9 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 26.4 METERS
 HM0359'(86.6 FT) SOUTH OF MILEPOST 23.  NOTE=REFUSAL WAS REACHED AT 8.0 FT.
 HM0359'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HM0359'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST AND FENCE
 HM0359'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 HM0359
 HM0359                          STATION RECOVERY (1999)
 HM0359
 HM0359'RECOVERY NOTE BY NAVAJO NATION 1999 (LLY)
 HM0359'THE STATION IS LOCATED 60.5 MI (97.4 KM) NORTHWEST OF SHIPROCK, NM,
 HM0359'34.8 MI (56.0 KM) NORTHEAST OF THE MONUMENT VALLEY TRIBAL PARK
 HM0359'VISITORS CENTER AND 2.25 MI (3.62 KM) SOUTHWEST OF BLUFF, UT.
 HM0359'OWNERSHIP--UDOT.  TO REACH FROM THE JUNCTION OF US HIGHWAY 191 AND
 HM0359'STATE HIGHWAY 163 ON THE EAST SIDE OF BLUFF, GO SOUTHWEST ON HIGHWAYS
 HM0359'191 AND 163 FOR 3.0 MI (4.8 KM) TO MILE MARKER 23 AND THE STATION ON
 HM0359'THE LEFT.  IT IS LOCATED 26.8 M (87.9 FT) SOUTHEAST OF THE CENTERLINE
 HM0359'OF THE HIGHWAY, 26.4 M (86.6 FT) SOUTH OF MILE MARKER 23 AND 0.6 M
 HM0359'(2.0 FT) OF A METAL WITNESS SIGN ATTACHED TO THE RIGHT-OF-WAY FENCE.
 HM0359
 HM0359                          STATION RECOVERY (2017)
 HM0359
 HM0359'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2017 (RSB)
 HM0359'RECOVERED IN GOOD CONDITION.
 HM0359
 HM0359                          STATION RECOVERY (2022)
 HM0359
 HM0359'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2022 (JRO)
 HM0359'THE MARK IS NOW ABOUT 0.1 MI (0.2 KM) SOUTHWEST OF MILE POST 23, NOT
 HM0359'86 FT (26.2 M) SOUTH OF IT.  THE MARK IS ABOUT 235 FT (71.6 M)
 HM0359'SOUTHWEST OF A DRAIN PIPE CROSSING THE HIGHWAY, 3 FT (0.9 M) SOUTHEAST
 HM0359'OF A METAL SAN JUAN COUNTY SURVEYOR WITNESS POST AND 1 FT (0.3 M)
 HM0359'NORTHWEST OF A CARSONITE WITNESS POST AT THE FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0383 ***********************************************************************
 HM0383  DESIGNATION -  U 373
 HM0383  PID         -  HM0383
 HM0383  STATE/COUNTY-  UT/SAN JUAN
 HM0383  COUNTRY     -  US
 HM0383  USGS QUAD   -  THE GOOSENECKS (2017)
 HM0383
 HM0383                         *CURRENT SURVEY CONTROL
 HM0383  ______________________________________________________________________
 HM0383* NAD 83(1986) POSITION- 37 07 48.     (N) 109 54 14.     (W)   SCALED
 HM0383* NAVD 88 ORTHO HEIGHT -  1413.596 (meters)     4637.77  (feet) ADJUSTED
 HM0383  ______________________________________________________________________
 HM0383  GEOID HEIGHT    -        -21.062 (meters)                     GEOID18
 HM0383  DYNAMIC HEIGHT  -       1412.003 (meters)     4632.55  (feet) COMP
 HM0383  MODELED GRAVITY -    979,454.8   (mgal)                       NAVD 88
 HM0383
 HM0383  VERT ORDER      -  FIRST     CLASS II
 HM0383
 HM0383.The horizontal coordinates were scaled from a map and have
 HM0383.an estimated accuracy of +/- 6 seconds.
 HM0383
 HM0383.The orthometric height was determined by differential leveling and
 HM0383.adjusted by the NATIONAL GEODETIC SURVEY
 HM0383.in June 1991.
 HM0383
 HM0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0383.GEOID18 height accuracy estimate available here.
 HM0383
 HM0383.Click photographs - Photos may exist for this station.
 HM0383
 HM0383.The dynamic height is computed by dividing the NAVD 88
 HM0383.geopotential number by the normal gravity value computed on the
 HM0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0383.degrees latitude (g = 980.6199 gals.).
 HM0383
 HM0383.The modeled gravity was interpolated from observed gravity values.
 HM0383
 HM0383;                    North         East    Units  Estimated Accuracy
 HM0383;SPC UT S     - 3,052,630.      641,830.      MT  (+/- 180 meters Scaled)
 HM0383
 HM0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG973098(NAD 83)
 HM0383
 HM0383                          SUPERSEDED SURVEY CONTROL
 HM0383
 HM0383.No superseded survey control is available for this station.
 HM0383
 HM0383_MARKER: DV = VERTICAL CONTROL DISK
 HM0383_SETTING: 66 = SET IN ROCK OUTCROP
 HM0383_STAMPING: U 373 1983
 HM0383_MARK LOGO: NGS
 HM0383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0383+STABILITY: POSITION/ELEVATION WELL
 HM0383
 HM0383  HISTORY     - Date     Condition        Report By
 HM0383  HISTORY     - 1983     MONUMENTED       NGS
 HM0383
 HM0383                          STATION DESCRIPTION
 HM0383
 HM0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0383'4.9 KM (3.05 MI) SW FROM MEXICAN HAT.
 HM0383'4.9 KM (3.05 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0383'OFFICE IN MEXICAN HAT, 0.5 KM (0.3 MI) EAST OF MILEPOST 18, IN THE
 HM0383'CENTER OF THE NORTHWEST END OF A 3- BY 5-FOOT EXPOSED AREA OF
 HM0383'OUTCROPPING BEDROCK AT THE WEST END OF A HIGHWAY CUT, 77.0 METERS
 HM0383'(252.6 FT) EAST OF A HIGHWAY CURVE SIGN, 13.0 METERS (42.7 FT) NORTH
 HM0383'OF THE CENTERLINE OF THE HIGHWAY, 12.0 METERS (39.4 FT) NORTHWEST OF
 HM0383'THE WEST END OF THE CUT, AND 0.3 METER (1.0 FT) SOUTHEAST OF THE
 HM0383'NORTHWEST END OF THE OUTCROP.
 HM0383'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 HM0383'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0468 ***********************************************************************
 HM0468  DESIGNATION -  U 374
 HM0468  PID         -  HM0468
 HM0468  STATE/COUNTY-  UT/SAN JUAN
 HM0468  COUNTRY     -  US
 HM0468  USGS QUAD   -  HATCH TRADING POST (2017)
 HM0468
 HM0468                         *CURRENT SURVEY CONTROL
 HM0468  ______________________________________________________________________
 HM0468* NAD 83(1986) POSITION- 37 23 23.3    (N) 109 14 21.5    (W)   HD_HELD2
 HM0468* NAVD 88 ORTHO HEIGHT -  1431.043 (meters)     4695.01  (feet) ADJUSTED
 HM0468  ______________________________________________________________________
 HM0468  GEOID HEIGHT    -        -20.603 (meters)                     GEOID18
 HM0468  DYNAMIC HEIGHT  -       1429.439 (meters)     4689.75  (feet) COMP
 HM0468  MODELED GRAVITY -    979,459.7   (mgal)                       NAVD 88
 HM0468
 HM0468  VERT ORDER      -  FIRST     CLASS II
 HM0468
 HM0468.The horizontal coordinates were established by autonomous hand held GPS
 HM0468.observations and have an estimated accuracy of +/- 10 meters.
 HM0468
 HM0468.The orthometric height was determined by differential leveling and
 HM0468.adjusted by the NATIONAL GEODETIC SURVEY
 HM0468.in June 1991.
 HM0468
 HM0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0468.GEOID18 height accuracy estimate available here.
 HM0468
 HM0468.Click photographs - Photos may exist for this station.
 HM0468
 HM0468.The dynamic height is computed by dividing the NAVD 88
 HM0468.geopotential number by the normal gravity value computed on the
 HM0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0468.degrees latitude (g = 980.6199 gals.).
 HM0468
 HM0468.The modeled gravity was interpolated from observed gravity values.
 HM0468
 HM0468;                    North         East    Units  Estimated Accuracy
 HM0468;SPC UT S     - 3,082,676.      700,172.      MT  (+/- 10 meters HH2 GPS)
 HM0468
 HM0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG5586239570(NAD 83)
 HM0468
 HM0468                          SUPERSEDED SURVEY CONTROL
 HM0468
 HM0468.No superseded survey control is available for this station.
 HM0468
 HM0468_MARKER: DV = VERTICAL CONTROL DISK
 HM0468_SETTING: 66 = SET IN ROCK OUTCROP
 HM0468_STAMPING: U 374 1984
 HM0468_MARK LOGO: NGS
 HM0468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0468+STABILITY: POSITION/ELEVATION WELL
 HM0468
 HM0468  HISTORY     - Date     Condition        Report By
 HM0468  HISTORY     - 1984     MONUMENTED       NGS
 HM0468
 HM0468                          STATION DESCRIPTION
 HM0468
 HM0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0468'41.1 KM (25.6 MI) NE FROM BLUFF.
 HM0468'18.2 KM (11.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0468'OFFICE IN BLUFF, THENCE 13.5 KM (8.4 MI) EASTERLY ALONG STATE HIGHWAY
 HM0468'262, THENCE 9.5 KM (5.9 MI) SOUTHEASTERLY ALONG A PAVED ROAD, 1.2 KM
 HM0468'(0.75 MI) NORTHWEST OF THE SMALL COMMUNITY OF HATCH, IN AN EXPOSED
 HM0468'AREA OF BEDROCK IN A HIGHWAY CUT, 15.0 METERS (49.2 FT) SOUTHEAST OF
 HM0468'THE NORTHWEST END OF THE CUT, AND 6.8 METERS (22.3 FT) NORTHEAST OF
 HM0468'THE CENTER OF THE ROAD.
 HM0468'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 HM0468'THE MARK IS 0.9 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0505 ***********************************************************************
 LN0505  DESIGNATION -  U 374
 LN0505  PID         -  LN0505
 LN0505  STATE/COUNTY-  UT/UINTAH
 LN0505  COUNTRY     -  US
 LN0505  USGS QUAD   -  VERNAL NE (2017)
 LN0505
 LN0505                         *CURRENT SURVEY CONTROL
 LN0505  ______________________________________________________________________
 LN0505* NAD 83(1986) POSITION- 40 29 34.     (N) 109 31 43.     (W)   SCALED
 LN0505* NAVD 88 ORTHO HEIGHT -  1628.852 (meters)     5343.99  (feet) ADJUSTED
 LN0505  ______________________________________________________________________
 LN0505  GEOID HEIGHT    -        -16.437 (meters)                     GEOID18
 LN0505  DYNAMIC HEIGHT  -       1627.365 (meters)     5339.11  (feet) COMP
 LN0505  MODELED GRAVITY -    979,655.4   (mgal)                       NAVD 88
 LN0505
 LN0505  VERT ORDER      -  FIRST     CLASS II
 LN0505
 LN0505.The horizontal coordinates were scaled from a map and have
 LN0505.an estimated accuracy of +/- 6 seconds.
 LN0505
 LN0505.The orthometric height was determined by differential leveling and
 LN0505.adjusted by the NATIONAL GEODETIC SURVEY
 LN0505.in June 1991.
 LN0505
 LN0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0505.GEOID18 height accuracy estimate available here.
 LN0505
 LN0505.Click photographs - Photos may exist for this station.
 LN0505
 LN0505.The dynamic height is computed by dividing the NAVD 88
 LN0505.geopotential number by the normal gravity value computed on the
 LN0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0505.degrees latitude (g = 980.6199 gals.).
 LN0505
 LN0505.The modeled gravity was interpolated from observed gravity values.
 LN0505
 LN0505;                    North         East    Units  Estimated Accuracy
 LN0505;SPC UT C     - 2,241,590.      667,110.      MT  (+/- 180 meters Scaled)
 LN0505
 LN0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK246834(NAD 83)
 LN0505
 LN0505                          SUPERSEDED SURVEY CONTROL
 LN0505
 LN0505.No superseded survey control is available for this station.
 LN0505
 LN0505_MARKER: I = METAL ROD
 LN0505_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0505_STAMPING: U 374 1984
 LN0505_MARK LOGO: NGS
 LN0505_PROJECTION: FLUSH
 LN0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0505_ROD/PIPE-DEPTH: 3.1 meters
 LN0505
 LN0505  HISTORY     - Date     Condition        Report By
 LN0505  HISTORY     - 1984     MONUMENTED       NGS
 LN0505
 LN0505                          STATION DESCRIPTION
 LN0505
 LN0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0505'4.1 KM (2.55 MI) NORTH FROM VERNAL.
 LN0505'4.1 KM (2.55 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0505'WITH U.S. HIGHWAY 40 IN VERNAL, 0.6 KM (0.35 MI) NORTH OF MILEPOST
 LN0505'203, 64.0 M (210.0 FT) NORTH OF THE CENTER OF A PAVED ROAD, 14.5 M
 LN0505'(47.6 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 7.9 M (25.9 FT) NORTH
 LN0505'OF THE CENTER OF A FIELD ENTRANCE AND GATE, AND 2.2 M (7.2 FT) NORTH
 LN0505'OF A UTILITY POLE.  NOTE ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LN0505'LOGO CAP.
 LN0505'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 LN0505'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0489 ***********************************************************************
 HO0489  DESIGNATION -  U 375
 HO0489  PID         -  HO0489
 HO0489  STATE/COUNTY-  UT/IRON
 HO0489  COUNTRY     -  US
 HO0489  USGS QUAD   -  KOLOB ARCH (2017)
 HO0489
 HO0489                         *CURRENT SURVEY CONTROL
 HO0489  ______________________________________________________________________
 HO0489* NAD 83(1986) POSITION- 37 29 37.     (N) 113 12 48.     (W)   SCALED
 HO0489* NAVD 88 ORTHO HEIGHT -  1607.852 (meters)     5275.09  (feet) ADJUSTED
 HO0489  ______________________________________________________________________
 HO0489  GEOID HEIGHT    -        -22.042 (meters)                     GEOID18
 HO0489  DYNAMIC HEIGHT  -       1606.019 (meters)     5269.08  (feet) COMP
 HO0489  MODELED GRAVITY -    979,433.8   (mgal)                       NAVD 88
 HO0489  OBS GRAVITY     -    979,437.6   (mgal)                       GRAV_OBS
 HO0489
 HO0489  VERT ORDER      -  FIRST     CLASS II
 HO0489
 HO0489.The horizontal coordinates were scaled from a map and have
 HO0489.an estimated accuracy of +/- 6 seconds.
 HO0489
 HO0489.The orthometric height was determined by differential leveling and
 HO0489.adjusted by the NATIONAL GEODETIC SURVEY
 HO0489.in June 1991.
 HO0489
 HO0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0489.GEOID18 height accuracy estimate available here.
 HO0489
 HO0489.Click photographs - Photos may exist for this station.
 HO0489
 HO0489.The dynamic height is computed by dividing the NAVD 88
 HO0489.geopotential number by the normal gravity value computed on the
 HO0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0489.degrees latitude (g = 980.6199 gals.).
 HO0489
 HO0489.The modeled gravity was interpolated from observed gravity values.
 HO0489
 HO0489.The observed gravity was obtained from relative gravimeter ties
 HO0489.to the IGSN71 gravity network.
 HO0489
 HO0489;                    North         East    Units  Estimated Accuracy
 HO0489;SPC UT S     - 3,093,170.      348,500.      MT  (+/- 180 meters Scaled)
 HO0489
 HO0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG043519(NAD 83)
 HO0489
 HO0489                          SUPERSEDED SURVEY CONTROL
 HO0489
 HO0489.No superseded survey control is available for this station.
 HO0489
 HO0489_MARKER: I = METAL ROD
 HO0489_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0489_STAMPING: U 375 1984
 HO0489_MARK LOGO: NGS
 HO0489_PROJECTION: FLUSH
 HO0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0489_ROD/PIPE-DEPTH: 9.1 meters
 HO0489
 HO0489  HISTORY     - Date     Condition        Report By
 HO0489  HISTORY     - 1984     MONUMENTED       NGS
 HO0489
 HO0489                          STATION DESCRIPTION
 HO0489
 HO0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0489'5.5 KM (3.4 MI) SW FROM KANARRAVILLE.
 HO0489'5.49 KM (3.41 MI) SOUTHWEST ALONG US HIGHWAY 91 FROM THE CHURCH OF
 HO0489'LATTER DAY SAINTS AT KANARRAVILLE, AT AN OFFSET IN THE RIGHT OF WAY
 HO0489'FENCE, 14.0 METERS (46 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 HO0489'3.3 METERS (10 FT) NORTHWEST OF THE NORTHWEST EDGE OF A DEEP DITCH,
 HO0489'0.6 METER (2 FT) SOUTHWEST  OF THE SOUTHWEST POST FOR A WOOD BRACE IN
 HO0489'THE FENCE AND 0.6 METER (2 FT) NORTHWEST OF THE FENCE.
 HO0489'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 HO0489'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0471 ***********************************************************************
 HO0471  DESIGNATION -  U 376
 HO0471  PID         -  HO0471
 HO0471  STATE/COUNTY-  UT/IRON
 HO0471  COUNTRY     -  US
 HO0471  USGS QUAD   -  CEDAR CITY (2017)
 HO0471
 HO0471                         *CURRENT SURVEY CONTROL
 HO0471  ______________________________________________________________________
 HO0471* NAD 83(1986) POSITION- 37 43 35.     (N) 113 03 18.     (W)   SCALED
 HO0471* NAVD 88 ORTHO HEIGHT -  1742.599 (meters)     5717.18  (feet) ADJUSTED
 HO0471  ______________________________________________________________________
 HO0471  GEOID HEIGHT    -        -21.456 (meters)                     GEOID18
 HO0471  DYNAMIC HEIGHT  -       1740.596 (meters)     5710.61  (feet) COMP
 HO0471  MODELED GRAVITY -    979,418.6   (mgal)                       NAVD 88
 HO0471
 HO0471  VERT ORDER      -  FIRST     CLASS II
 HO0471
 HO0471.The horizontal coordinates were scaled from a map and have
 HO0471.an estimated accuracy of +/- 6 seconds.
 HO0471
 HO0471.The orthometric height was determined by differential leveling and
 HO0471.adjusted by the NATIONAL GEODETIC SURVEY
 HO0471.in June 1991.
 HO0471
 HO0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0471.GEOID18 height accuracy estimate available here.
 HO0471
 HO0471.Click photographs - Photos may exist for this station.
 HO0471
 HO0471.The dynamic height is computed by dividing the NAVD 88
 HO0471.geopotential number by the normal gravity value computed on the
 HO0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0471.degrees latitude (g = 980.6199 gals.).
 HO0471
 HO0471.The modeled gravity was interpolated from observed gravity values.
 HO0471
 HO0471;                    North         East    Units  Estimated Accuracy
 HO0471;SPC UT S     - 3,118,750.      362,930.      MT  (+/- 180 meters Scaled)
 HO0471
 HO0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG188774(NAD 83)
 HO0471
 HO0471                          SUPERSEDED SURVEY CONTROL
 HO0471
 HO0471.No superseded survey control is available for this station.
 HO0471
 HO0471_MARKER: I = METAL ROD
 HO0471_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0471_STAMPING: U 376 1984
 HO0471_MARK LOGO: NGS
 HO0471_PROJECTION: FLUSH
 HO0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0471_ROD/PIPE-DEPTH: 12.2 meters
 HO0471
 HO0471  HISTORY     - Date     Condition        Report By
 HO0471  HISTORY     - 1984     MONUMENTED       NGS
 HO0471
 HO0471                          STATION DESCRIPTION
 HO0471
 HO0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0471'5.6 KM (3.5 MI) NORTH FROM CEDAR CITY.
 HO0471'5.65 KM (3.51 MI) NORTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 HO0471'AT CEDAR CITY, AT THE Y JUNCTION OF A DIRT ROAD WHICH PARALLELS
 HO0471'INTERSTATE 15, 0.67 KM (0.41 MI) NORTHEAST OF A FREEWAY OVERPASS,
 HO0471'0.28 KM (0.17 MI) SOUTH OF MILEPOST 6, 18.3 METERS (60 FT) SOUTHEAST
 HO0471'OF THE HIGHWAY CENTERLINE, 24.7 METERS (81 FT) NORTHWEST OF THE
 HO0471'CENTERLINE OF THE SOUTH BOUND LANES OF INTERSTATE 15, 43.3 METERS
 HO0471'(142 FT) NORTHEAST OF A BRACED POST IN THE FENCE, 51.2 METERS (168 FT)
 HO0471'SOUTH OF AN UNDERGROUND CABLE TERMINAL BOX AND 0.7 METER (2 FT)
 HO0471'NORTHWEST OF A FENCE.
 HO0471'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 HO0471'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0628 ***********************************************************************
 MS0628  DESIGNATION -  U 377 BE CO
 MS0628  PID         -  MS0628
 MS0628  STATE/COUNTY-  UT/BOX ELDER
 MS0628  COUNTRY     -  US
 MS0628  USGS QUAD   -  PARK VALLEY (2017)
 MS0628
 MS0628                         *CURRENT SURVEY CONTROL
 MS0628  ______________________________________________________________________
 MS0628* NAD 83(1986) POSITION- 41 49 01.     (N) 113 15 25.     (W)   SCALED
 MS0628* NAVD 88 ORTHO HEIGHT -  1636.351 (meters)     5368.59  (feet) ADJUSTED
 MS0628  ______________________________________________________________________
 MS0628  GEOID HEIGHT    -        -15.070 (meters)                     GEOID18
 MS0628  DYNAMIC HEIGHT  -       1635.193 (meters)     5364.80  (feet) COMP
 MS0628  MODELED GRAVITY -    979,856.9   (mgal)                       NAVD 88
 MS0628
 MS0628  VERT ORDER      -  FIRST     CLASS II
 MS0628
 MS0628.The horizontal coordinates were scaled from a map and have
 MS0628.an estimated accuracy of +/- 6 seconds.
 MS0628
 MS0628.The orthometric height was determined by differential leveling and
 MS0628.adjusted by the NATIONAL GEODETIC SURVEY
 MS0628.in June 1991.
 MS0628
 MS0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0628.GEOID18 height accuracy estimate available here.
 MS0628
 MS0628.Click photographs - Photos may exist for this station.
 MS0628
 MS0628.The dynamic height is computed by dividing the NAVD 88
 MS0628.geopotential number by the normal gravity value computed on the
 MS0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0628.degrees latitude (g = 980.6199 gals.).
 MS0628
 MS0628.The modeled gravity was interpolated from observed gravity values.
 MS0628
 MS0628;                    North         East    Units  Estimated Accuracy
 MS0628;SPC UT N     - 1,166,240.      354,030.      MT  (+/- 180 meters Scaled)
 MS0628
 MS0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM125319(NAD 83)
 MS0628
 MS0628                          SUPERSEDED SURVEY CONTROL
 MS0628
 MS0628.No superseded survey control is available for this station.
 MS0628
 MS0628_MARKER: I = METAL ROD
 MS0628_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0628+WITH SETTING: INFORMATION.
 MS0628_STAMPING: U 377 1984
 MS0628_MARK LOGO: NGS
 MS0628_PROJECTION: FLUSH
 MS0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0628_ROD/PIPE-DEPTH: 1.5 meters
 MS0628
 MS0628  HISTORY     - Date     Condition        Report By
 MS0628  HISTORY     - 1984     MONUMENTED       NGS
 MS0628
 MS0628                          STATION DESCRIPTION
 MS0628
 MS0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0628'5.1 KM (3.2 MI) EAST FROM PARK VALLEY.
 MS0628'5.12 KM (3.18 MI) EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MS0628'PARK VALLEY, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF A TRACK ROAD
 MS0628'LEADING SOUTHEAST, AT THE CREST OF A GRADE, 14.6 METERS (48 FT) SOUTH
 MS0628'OF THE HIGHWAY CENTERLINE, 58.2 METERS (191 FT) WEST OF MILEPOST 59,
 MS0628'6.9 METERS (22.5 FT) SOUTH-SOUTHEAST OF THE EAST END OF AN 18-INCH
 MS0628'CORRUGATED METAL PIPE CULVERT UNDER THE TRACK ROAD, 4.3 METERS (14 FT)
 MS0628'EAST OF THE EAST GATE POST FOR A WIRE GATE, 1.8 METERS (6 FT) WEST OF
 MS0628'A TELEPHONE POLE AND 0.9 METER (3 FT) NORTH OF THE RIGHT OF WAY FENCE.
 MS0628'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 MS0628'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0415 ***********************************************************************
 JO0415  DESIGNATION -  U 377 M CO
 JO0415  PID         -  JO0415
 JO0415  STATE/COUNTY-  UT/MILLARD
 JO0415  COUNTRY     -  US
 JO0415  USGS QUAD   -  CEDAR PASS (2017)
 JO0415
 JO0415                         *CURRENT SURVEY CONTROL
 JO0415  ______________________________________________________________________
 JO0415* NAD 83(1986) POSITION- 38 45 25.     (N) 113 57 04.     (W)   SCALED
 JO0415* NAVD 88 ORTHO HEIGHT -  1701.575 (meters)     5582.58  (feet) ADJUSTED
 JO0415  ______________________________________________________________________
 JO0415  GEOID HEIGHT    -        -20.780 (meters)                     GEOID18
 JO0415  DYNAMIC HEIGHT  -       1699.808 (meters)     5576.79  (feet) COMP
 JO0415  MODELED GRAVITY -    979,529.4   (mgal)                       NAVD 88
 JO0415
 JO0415  VERT ORDER      -  FIRST     CLASS II
 JO0415
 JO0415.The horizontal coordinates were scaled from a map and have
 JO0415.an estimated accuracy of +/- 6 seconds.
 JO0415
 JO0415.The orthometric height was determined by differential leveling and
 JO0415.adjusted by the NATIONAL GEODETIC SURVEY
 JO0415.in June 1991.
 JO0415
 JO0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0415.GEOID18 height accuracy estimate available here.
 JO0415
 JO0415.Click photographs - Photos may exist for this station.
 JO0415
 JO0415.The dynamic height is computed by dividing the NAVD 88
 JO0415.geopotential number by the normal gravity value computed on the
 JO0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0415.degrees latitude (g = 980.6199 gals.).
 JO0415
 JO0415.The modeled gravity was interpolated from observed gravity values.
 JO0415
 JO0415;                    North         East    Units  Estimated Accuracy
 JO0415;SPC UT C     - 2,049,950.      286,960.      MT  (+/- 180 meters Scaled)
 JO0415
 JO0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH435939(NAD 83)
 JO0415
 JO0415                          SUPERSEDED SURVEY CONTROL
 JO0415
 JO0415.No superseded survey control is available for this station.
 JO0415
 JO0415_MARKER: I = METAL ROD
 JO0415_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0415_STAMPING: U 377 1984
 JO0415_MARK LOGO: NGS
 JO0415_PROJECTION: FLUSH
 JO0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0415_ROD/PIPE-DEPTH: 4.3 meters
 JO0415
 JO0415  HISTORY     - Date     Condition        Report By
 JO0415  HISTORY     - 1984     MONUMENTED       NGS
 JO0415
 JO0415                          STATION DESCRIPTION
 JO0415
 JO0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0415'21.3 KM (13.3 MI) SE FROM GARRISON.
 JO0415'21.3 METERS (13.3 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0415'OFFICE AT GARRISON, 0.58 KM (0.36 MI) NORTHWEST OF MILEPOST 15,
 JO0415'35.9 METERS (118 FT) NORTHEAST OF THE HIGHWAY CENTERLINE AND
 JO0415'45.7 METERS (150 FT) NORTH OF THE NORTHEAST END OF A 24-INCH
 JO0415'CORRUGATED METAL PIPE CULVERT.
 JO0415'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 JO0415'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0440 ***********************************************************************
 JO0440  DESIGNATION -  U 378 B CO
 JO0440  PID         -  JO0440
 JO0440  STATE/COUNTY-  UT/BEAVER
 JO0440  COUNTRY     -  US
 JO0440  USGS QUAD   -  WAH WAH SUMMIT (2017)
 JO0440
 JO0440                         *CURRENT SURVEY CONTROL
 JO0440  ______________________________________________________________________
 JO0440* NAD 83(1986) POSITION- 38 30 30.     (N) 113 31 11.     (W)   SCALED
 JO0440* NAVD 88 ORTHO HEIGHT -  1807.178 (meters)     5929.05  (feet) ADJUSTED
 JO0440  ______________________________________________________________________
 JO0440  GEOID HEIGHT    -        -21.058 (meters)                     GEOID18
 JO0440  DYNAMIC HEIGHT  -       1805.215 (meters)     5922.61  (feet) COMP
 JO0440  MODELED GRAVITY -    979,478.1   (mgal)                       NAVD 88
 JO0440
 JO0440  VERT ORDER      -  FIRST     CLASS II
 JO0440
 JO0440.The horizontal coordinates were scaled from a map and have
 JO0440.an estimated accuracy of +/- 6 seconds.
 JO0440
 JO0440.The orthometric height was determined by differential leveling and
 JO0440.adjusted by the NATIONAL GEODETIC SURVEY
 JO0440.in June 1991.
 JO0440
 JO0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0440.GEOID18 height accuracy estimate available here.
 JO0440
 JO0440.Click photographs - Photos may exist for this station.
 JO0440
 JO0440.The dynamic height is computed by dividing the NAVD 88
 JO0440.geopotential number by the normal gravity value computed on the
 JO0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0440.degrees latitude (g = 980.6199 gals.).
 JO0440
 JO0440.The modeled gravity was interpolated from observed gravity values.
 JO0440
 JO0440;                    North         East    Units  Estimated Accuracy
 JO0440;SPC UT S     - 3,206,310.      323,840.      MT  (+/- 180 meters Scaled)
 JO0440
 JO0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH802652(NAD 83)
 JO0440
 JO0440                          SUPERSEDED SURVEY CONTROL
 JO0440
 JO0440.No superseded survey control is available for this station.
 JO0440
 JO0440_MARKER: DB = BENCH MARK DISK
 JO0440_SETTING: 66 = SET IN ROCK OUTCROP
 JO0440_STAMPING: U 378 1984
 JO0440_MARK LOGO: NGS
 JO0440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0440+STABILITY: POSITION/ELEVATION WELL
 JO0440
 JO0440  HISTORY     - Date     Condition        Report By
 JO0440  HISTORY     - 1984     MONUMENTED       NGS
 JO0440
 JO0440                          STATION DESCRIPTION
 JO0440
 JO0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0440'48.5 KM (30.3 MI) WEST FROM MILFORD.
 JO0440'48.5 KM (30.3 MI) WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 JO0440'STATE HIGHWAY 257 AT MILFORD, IN TOP OF AND 9.1 METERS (30 FT) WEST OF
 JO0440'THE EAST END OF A 10 BY 75 FOOT PORTION OF RYOLITE OUTCROP IN THE
 JO0440'NORTHEAST BANK OF A DRY WASH, 0.86 KM (0.53 MI) NORTHWEST OF MILEPOST
 JO0440'47, 46.3 METERS (152 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 JO0440'95.2 METERS (312.5 FT) WEST OF THE NORTHWEST END OF A 8 BY 10 FOOT BOX
 JO0440'CULVERT AND 2.1 METERS (7 FT) NORTH OF THE SOUTH EDGE OF THE OUTCROP.
 JO0440'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 JO0440'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0660 ***********************************************************************
 MS0660  DESIGNATION -  U 378 BE CO
 MS0660  PID         -  MS0660
 MS0660  STATE/COUNTY-  UT/BOX ELDER
 MS0660  COUNTRY     -  US
 MS0660  USGS QUAD   -  PROHIBITION SPRING (2017)
 MS0660
 MS0660                         *CURRENT SURVEY CONTROL
 MS0660  ______________________________________________________________________
 MS0660* NAD 83(1986) POSITION- 41 30 19.     (N) 113 36 13.     (W)   SCALED
 MS0660* NAVD 88 ORTHO HEIGHT -  1436.071 (meters)     4711.51  (feet) ADJUSTED
 MS0660  ______________________________________________________________________
 MS0660  GEOID HEIGHT    -        -16.311 (meters)                     GEOID18
 MS0660  DYNAMIC HEIGHT  -       1435.039 (meters)     4708.12  (feet) COMP
 MS0660  MODELED GRAVITY -    979,853.8   (mgal)                       NAVD 88
 MS0660
 MS0660  VERT ORDER      -  FIRST     CLASS II
 MS0660
 MS0660.The horizontal coordinates were scaled from a map and have
 MS0660.an estimated accuracy of +/- 6 seconds.
 MS0660
 MS0660.The orthometric height was determined by differential leveling and
 MS0660.adjusted by the NATIONAL GEODETIC SURVEY
 MS0660.in June 1991.
 MS0660
 MS0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0660.GEOID18 height accuracy estimate available here.
 MS0660
 MS0660.Click photographs - Photos may exist for this station.
 MS0660
 MS0660.The dynamic height is computed by dividing the NAVD 88
 MS0660.geopotential number by the normal gravity value computed on the
 MS0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0660.degrees latitude (g = 980.6199 gals.).
 MS0660
 MS0660.The modeled gravity was interpolated from observed gravity values.
 MS0660
 MS0660;                    North         East    Units  Estimated Accuracy
 MS0660;SPC UT N     - 1,132,270.      324,390.      MT  (+/- 180 meters Scaled)
 MS0660
 MS0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL827981(NAD 83)
 MS0660
 MS0660                          SUPERSEDED SURVEY CONTROL
 MS0660
 MS0660.No superseded survey control is available for this station.
 MS0660
 MS0660_MARKER: I = METAL ROD
 MS0660_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0660_STAMPING: U 378 1984
 MS0660_MARK LOGO: NGS
 MS0660_PROJECTION: FLUSH
 MS0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0660_ROD/PIPE-DEPTH: 9.1 meters
 MS0660
 MS0660  HISTORY     - Date     Condition        Report By
 MS0660  HISTORY     - 1984     MONUMENTED       NGS
 MS0660
 MS0660                          STATION DESCRIPTION
 MS0660
 MS0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0660'48.5 KM (30.2 MI) SW FROM PARK VALLEY.
 MS0660'48.52 KM (30.16 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0660'AT PARK VALLEY, IN THE WEST CORNER OF THE T JUNCTION OF A TRACK ROAD
 MS0660'LEADING NORTHWEST, ON THE INSIDE OF A LONG CURVE AND IN LINE WITH A
 MS0660'ROW OF POWER POLES, 0.63 KM (0.39 MI) SOUTH OF MILEPOST 26,
 MS0660'82.0 METERS (269 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 48.7 METERS
 MS0660'(160 FT) SOUTHWEST OF THE CENTER OF THE TRACK ROAD, 5.2 METERS (17 FT)
 MS0660'EAST OF THE EAST EDGE OF A DITCH AND 3.4 METERS (11 FT) NORTHEAST OF A
 MS0660'POWER POLE.
 MS0660'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 MS0660'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0483 ***********************************************************************
 LN0483  DESIGNATION -  U 379
 LN0483  PID         -  LN0483
 LN0483  STATE/COUNTY-  UT/UINTAH
 LN0483  COUNTRY     -  US
 LN0483  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0483
 LN0483                         *CURRENT SURVEY CONTROL
 LN0483  ______________________________________________________________________
 LN0483* NAD 83(1986) POSITION- 40 39 41.     (N) 109 28 53.     (W)   SCALED
 LN0483* NAVD 88 ORTHO HEIGHT -  2380.299 (meters)     7809.36  (feet) ADJUSTED
 LN0483  ______________________________________________________________________
 LN0483  GEOID HEIGHT    -        -14.594 (meters)                     GEOID18
 LN0483  DYNAMIC HEIGHT  -       2377.979 (meters)     7801.75  (feet) COMP
 LN0483  MODELED GRAVITY -    979,563.5   (mgal)                       NAVD 88
 LN0483
 LN0483  VERT ORDER      -  FIRST     CLASS II
 LN0483
 LN0483.The horizontal coordinates were scaled from a map and have
 LN0483.an estimated accuracy of +/- 6 seconds.
 LN0483
 LN0483.The orthometric height was determined by differential leveling and
 LN0483.adjusted by the NATIONAL GEODETIC SURVEY
 LN0483.in June 1991.
 LN0483
 LN0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0483.GEOID18 height accuracy estimate available here.
 LN0483
 LN0483.Click photographs - Photos may exist for this station.
 LN0483
 LN0483.The dynamic height is computed by dividing the NAVD 88
 LN0483.geopotential number by the normal gravity value computed on the
 LN0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0483.degrees latitude (g = 980.6199 gals.).
 LN0483
 LN0483.The modeled gravity was interpolated from observed gravity values.
 LN0483
 LN0483;                    North         East    Units  Estimated Accuracy
 LN0483;SPC UT C     - 2,260,400.      670,690.      MT  (+/- 180 meters Scaled)
 LN0483
 LN0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL283022(NAD 83)
 LN0483
 LN0483                          SUPERSEDED SURVEY CONTROL
 LN0483
 LN0483.No superseded survey control is available for this station.
 LN0483
 LN0483_MARKER: DV = VERTICAL CONTROL DISK
 LN0483_SETTING: 66 = SET IN ROCK OUTCROP
 LN0483_STAMPING: U 379 1984
 LN0483_MARK LOGO: NGS
 LN0483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0483+STABILITY: POSITION/ELEVATION WELL
 LN0483
 LN0483  HISTORY     - Date     Condition        Report By
 LN0483  HISTORY     - 1984     MONUMENTED       NGS
 LN0483
 LN0483                          STATION DESCRIPTION
 LN0483
 LN0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0483'29.8 KM (18.5 MI) NORTH FROM VERNAL.
 LN0483'29.8 KM (185. MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0483'WITH U.S. HIGHWAY 40 IN VERNAL, SET IN THE NORTHEAST 1/4 OF A 10 BY
 LN0483'444 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.5 KM (0.3 MI)
 LN0483'NORTHEAST OF MILEPOST 219, 0.2 KM (0.1 MI) SOUTHWEST OF A DIRT ROAD,
 LN0483'AND 7.2 M (23.6 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 LN0483'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LN0483'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0322 ***********************************************************************
 KO0322  DESIGNATION -  U 38
 KO0322  PID         -  KO0322
 KO0322  STATE/COUNTY-  UT/MILLARD
 KO0322  COUNTRY     -  US
 KO0322  USGS QUAD   -  WHIRLWIND VALLEY SW (2017)
 KO0322
 KO0322                         *CURRENT SURVEY CONTROL
 KO0322  ______________________________________________________________________
 KO0322* NAD 83(1994) POSITION- 39 15 13.78768(N) 113 13 24.91066(W)   ADJUSTED
 KO0322* NAVD 88 ORTHO HEIGHT -  1616.686 (meters)     5304.08  (feet) ADJUSTED
 KO0322  ______________________________________________________________________
 KO0322  GEOID HEIGHT    -        -19.796 (meters)                     GEOID18
 KO0322  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 KO0322  DYNAMIC HEIGHT  -       1615.109 (meters)     5298.90  (feet) COMP
 KO0322  MODELED GRAVITY -    979,595.2   (mgal)                       NAVD 88
 KO0322
 KO0322  HORZ ORDER      -  SECOND
 KO0322  VERT ORDER      -  SECOND    CLASS 0
 KO0322
 KO0322.The horizontal coordinates were established by classical geodetic methods
 KO0322.and adjusted by the National Geodetic Survey in November 1997.
 KO0322
 KO0322.The orthometric height was determined by differential leveling and
 KO0322.adjusted by the NATIONAL GEODETIC SURVEY
 KO0322.in June 1991.
 KO0322
 KO0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0322.GEOID18 height accuracy estimate available here.
 KO0322
 KO0322.Click photographs - Photos may exist for this station.
 KO0322
 KO0322.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0322
 KO0322.The dynamic height is computed by dividing the NAVD 88
 KO0322.geopotential number by the normal gravity value computed on the
 KO0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0322.degrees latitude (g = 980.6199 gals.).
 KO0322
 KO0322.The modeled gravity was interpolated from observed gravity values.
 KO0322
 KO0322. The following values were computed from the NAD 83(1994) position.
 KO0322
 KO0322;                    North         East     Units Scale Factor Converg.
 KO0322;SPC UT C     - 2,103,626.536   351,243.514   MT  0.99994991   -1 06 14.7
 KO0322;SPC UT C     - 6,901,648.06  1,152,371.43   sFT  0.99994991   -1 06 14.7
 KO0322;UTM  12      - 4,347,301.397   308,135.904   MT  1.00005327   -1 24 26.7
 KO0322
 KO0322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0322!SPC UT C     -   0.99974952  x   0.99994991  =   0.99969945
 KO0322!UTM  12      -   0.99974952  x   1.00005327  =   0.99980278
 KO0322
 KO0322:                Primary Azimuth Mark                     Grid Az
 KO0322:SPC UT C     -  U 38 AZ MK                               074 32 16.6
 KO0322:UTM  12      -  U 38 AZ MK                               074 50 28.6
 KO0322
 KO0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ0813547301(NAD 83)
 KO0322
 KO0322|---------------------------------------------------------------------|
 KO0322| PID    Reference Object                     Distance      Geod. Az  |
 KO0322|                                                           dddmmss.s |
 KO0322| CQ5981 U 38 RM 1                            36.116 METERS 02620     |
 KO0322| CQ5980 U 38 AZ MK                                         0732601.9 |
 KO0322| CQ5982 U 38 RM 2                            29.906 METERS 29311     |
 KO0322|---------------------------------------------------------------------|
 KO0322
 KO0322                          SUPERSEDED SURVEY CONTROL
 KO0322
 KO0322  NAD 83(1986)-  39 15 13.78451(N)    113 13 24.90625(W) AD(       ) 2
 KO0322  NAD 27      -  39 15 13.95680(N)    113 13 22.02100(W) AD(       ) 2
 KO0322  NGVD 29 (??/??/92) 1615.521  (m)         5300.26   (f) ADJ UNCH    2 0
 KO0322  NGVD 29            1615.52   (m)         5300.3    (f) LEVELING    3  
 KO0322
 KO0322.Superseded values are not recommended for survey control.
 KO0322
 KO0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0322.See file dsdata.pdf to determine how the superseded data were derived.
 KO0322
 KO0322_MARKER: DB = BENCH MARK DISK
 KO0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0322_STAMPING: U 38 1934
 KO0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0322+STABILITY: SURFACE MOTION
 KO0322
 KO0322  HISTORY     - Date     Condition        Report By
 KO0322  HISTORY     - 1957     MONUMENTED       CGS
 KO0322  HISTORY     - 1958     GOOD             USGS
 KO0322  HISTORY     - 1972     GOOD             USGS
 KO0322
 KO0322                          STATION DESCRIPTION
 KO0322
 KO0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0322'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF A GRAVEL ROAD
 KO0322'WHICH IS OLD U.S. HIGHWAY 6.  IT IS ABOUT 30 MILES AIRLINE
 KO0322'WEST-SOUTHWEST OF HINCKLEY AND ABOUT 25 MILES AIRLINE
 KO0322'WEST-NORTHWEST OF CLEAR LAKE.
 KO0322'
 KO0322'TO REACH FROM THE U.S. POST OFFICE IN HINCKLEY, GO NORTH FOR
 KO0322'0.3 MILE TO U.S. HIGHWAY 6.  TURN LEFT AND GO WEST ON U.S.
 KO0322'HIGHWAY 6 FOR 4.4 MILES TO A FORK.  TAKE RIGHT FORK, A GRAVEL
 KO0322'ROAD WHICH IS OLD U.S. HIGHWAY 6, AND GO WEST FOR 23.4 MILES
 KO0322'TO A CATTLE GUARD.  CONTINUE WEST FOR 1.3 MILES TO A FORK.
 KO0322'TAKE LEFT FORK FOR 1.6 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 KO0322'CONTINUE WEST FOR 0.4 MILE TO THE STATION ON THE LEFT.
 KO0322'
 KO0322'THE STATION MARK IS A STANDARD COAST AND GEODETIC SURVEY
 KO0322'BENCH MARK DISK STAMPED U 38 1934, SET IN THE TOP OF A
 KO0322'12-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS 1 FOOT.  IT
 KO0322'IS 50 FEET SOUTH OF THE CENTER LINE OF THE ROAD.
 KO0322'
 KO0322'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED U 38
 KO0322'NO 1 1957, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 KO0322'THAT PROJECTS 3 INCHES.  IT IS 20 FEET NORTH OF THE CENTER
 KO0322'LINE OF THE ROAD AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 KO0322'
 KO0322'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED U 38 NO
 KO0322'2 1957, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 KO0322'THAT PROJECTS 8 INCHES.  IT IS 18 FEET NORTH OF THE CENTER
 KO0322'LINE OF THE ROAD AND AT THE SAME ELEVATION AS THE STATION.
 KO0322'
 KO0322'THE AZIMUTH MARK IS A STANDARD DISK STAMPED U 38 1957, SET
 KO0322'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 KO0322'INCHES.  IT IS 36 FEET NORTH OF THE CENTER LINE OF THE ROAD AND 24
 KO0322'FEET SOUTH OF THE CENTER LINE OF A BLADED STRIP THAT PARELLELS
 KO0322'THE ROAD.
 KO0322
 KO0322                          STATION RECOVERY (1958)
 KO0322
 KO0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 KO0322'29.5 MI W FROM HINCKLEY.
 KO0322'29.5 MILES WEST ALONG OLD US HIGHWAY 6 FROM HINCKLY, MILLARD COUNTY,
 KO0322'352 FEET WEST FROM A DIP IN THE HIGHWAY, 2250 FEET EAST FROM A ROAD
 KO0322'FORK, AND 60 FEET SOUTH OF ROAD.  A STANDARD DISK STAMPED U 38 1934
 KO0322'AND SET IN THE TOP OF A CONCRETE POST.
 KO0322
 KO0322                          STATION RECOVERY (1972)
 KO0322
 KO0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KO0322'RECOVERED IN GOOD CONDITION.
 KO0322'
 KO0322'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---U 38 1934---, SET
 KO0322'IN THE TOP OF A 12 IN. SQUARE CONCRETE MONUMENT THAT PROJECTS 1 FT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0604 ***********************************************************************
 MS0604  DESIGNATION -  U 380
 MS0604  PID         -  MS0604
 MS0604  STATE/COUNTY-  UT/BOX ELDER
 MS0604  COUNTRY     -  US
 MS0604  USGS QUAD   -  MONUMENT POINT (2017)
 MS0604
 MS0604                         *CURRENT SURVEY CONTROL
 MS0604  ______________________________________________________________________
 MS0604* NAD 83(1986) POSITION- 41 42 47.     (N) 112 50 17.     (W)   SCALED
 MS0604* NAVD 88 ORTHO HEIGHT -  1294.044 (meters)     4245.54  (feet) ADJUSTED
 MS0604  ______________________________________________________________________
 MS0604  GEOID HEIGHT    -        -15.652 (meters)                     GEOID18
 MS0604  DYNAMIC HEIGHT  -       1293.185 (meters)     4242.72  (feet) COMP
 MS0604  MODELED GRAVITY -    979,914.4   (mgal)                       NAVD 88
 MS0604
 MS0604  VERT ORDER      -  FIRST     CLASS II
 MS0604
 MS0604.The horizontal coordinates were scaled from a map and have
 MS0604.an estimated accuracy of +/- 6 seconds.
 MS0604
 MS0604.The orthometric height was determined by differential leveling and
 MS0604.adjusted by the NATIONAL GEODETIC SURVEY
 MS0604.in June 1991.
 MS0604
 MS0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0604.GEOID18 height accuracy estimate available here.
 MS0604
 MS0604.Click photographs - Photos may exist for this station.
 MS0604
 MS0604.The dynamic height is computed by dividing the NAVD 88
 MS0604.geopotential number by the normal gravity value computed on the
 MS0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0604.degrees latitude (g = 980.6199 gals.).
 MS0604
 MS0604.The modeled gravity was interpolated from observed gravity values.
 MS0604
 MS0604;                    North         East    Units  Estimated Accuracy
 MS0604;SPC UT N     - 1,154,080.      388,650.      MT  (+/- 180 meters Scaled)
 MS0604
 MS0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM470195(NAD 83)
 MS0604
 MS0604                          SUPERSEDED SURVEY CONTROL
 MS0604
 MS0604.No superseded survey control is available for this station.
 MS0604
 MS0604_MARKER: DB = BENCH MARK DISK
 MS0604_SETTING: 66 = SET IN ROCK OUTCROP
 MS0604_STAMPING: U 380 1984
 MS0604_MARK LOGO: NGS
 MS0604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0604+STABILITY: POSITION/ELEVATION WELL
 MS0604
 MS0604  HISTORY     - Date     Condition        Report By
 MS0604  HISTORY     - 1984     MONUMENTED       NGS
 MS0604
 MS0604                          STATION DESCRIPTION
 MS0604
 MS0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0604'30.9 KM (19.2 MI) NW FROM PROMONTORY.
 MS0604'1.58 KM (0.98 MI) NORTH ALONG A PAVED ROAD FROM THE GOLDEN SPIKE
 MS0604'MONUMENT IN PROMONTORY, THENCE 29.34 KM (18.24 MI) WEST ALONG A GRAVEL
 MS0604'ROAD, IN TOP OF AND 1.5 METERS (5 FT) NORTHEAST OF THE SOUTHWEST EDGE
 MS0604'OF A 6- BY 8-FOOT PORTION OF OUTCROP FLUSH WITH THE SURFACE OF THE
 MS0604'GROUND, 1.18 KM (0.74 MI) NORTHEAST OF MOUNUMENT POINT, 5.5 METERS
 MS0604'(18 FT) NORTHWEST OF THE CENTER OF THE ROAD.
 MS0604'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 MS0604'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0427 ***********************************************************************
 LN0427  DESIGNATION -  U 385
 LN0427  PID         -  LN0427
 LN0427  STATE/COUNTY-  UT/DAGGETT
 LN0427  COUNTRY     -  US
 LN0427  USGS QUAD   -  MANILA (2017)
 LN0427
 LN0427                         *CURRENT SURVEY CONTROL
 LN0427  ______________________________________________________________________
 LN0427* NAD 83(1986) POSITION- 40 55 52.     (N) 109 42 26.     (W)   SCALED
 LN0427* NAVD 88 ORTHO HEIGHT -  2016.521 (meters)     6615.87  (feet) ADJUSTED
 LN0427  ______________________________________________________________________
 LN0427  GEOID HEIGHT    -        -13.689 (meters)                     GEOID18
 LN0427  DYNAMIC HEIGHT  -       2014.731 (meters)     6610.00  (feet) COMP
 LN0427  MODELED GRAVITY -    979,663.8   (mgal)                       NAVD 88
 LN0427
 LN0427  VERT ORDER      -  FIRST     CLASS II
 LN0427
 LN0427.The horizontal coordinates were scaled from a map and have
 LN0427.an estimated accuracy of +/- 6 seconds.
 LN0427
 LN0427.The orthometric height was determined by differential leveling and
 LN0427.adjusted by the NATIONAL GEODETIC SURVEY
 LN0427.in June 1991.
 LN0427
 LN0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0427.GEOID18 height accuracy estimate available here.
 LN0427
 LN0427.Click photographs - Photos may exist for this station.
 LN0427
 LN0427.The dynamic height is computed by dividing the NAVD 88
 LN0427.geopotential number by the normal gravity value computed on the
 LN0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0427.degrees latitude (g = 980.6199 gals.).
 LN0427
 LN0427.The modeled gravity was interpolated from observed gravity values.
 LN0427
 LN0427;                    North         East    Units  Estimated Accuracy
 LN0427;SPC UT N     - 1,067,940.      650,980.      MT  (+/- 180 meters Scaled)
 LN0427
 LN0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL088319(NAD 83)
 LN0427
 LN0427                          SUPERSEDED SURVEY CONTROL
 LN0427
 LN0427.No superseded survey control is available for this station.
 LN0427
 LN0427_MARKER: I = METAL ROD
 LN0427_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0427_STAMPING: U 385 1984
 LN0427_MARK LOGO: NGS
 LN0427_PROJECTION: FLUSH
 LN0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0427_ROD/PIPE-DEPTH: 4.9 meters
 LN0427
 LN0427  HISTORY     - Date     Condition        Report By
 LN0427  HISTORY     - 1984     MONUMENTED       NGS
 LN0427
 LN0427                          STATION DESCRIPTION
 LN0427
 LN0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0427'7.7 KM (4.8 MI) SOUTH FROM MANILA.
 LN0427'7.7 KM (4.8 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0427'WITH STATE HIGHWAY 43 IN MANILA, 0.4 KM (0.25 MI) SOUTHWEST OF AN
 LN0427'INFORMATION SIGN (FLAMING GORGE NATIONAL RECREATION AREA), 0.2 KM
 LN0427'(0.1 MI) EAST OF MILEPOST 23, AND 22.6 M (74.1 FT) NORTH OF THE
 LN0427'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 LN0427'A 5-INCH LOGO CAP.
 LN0427'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LN0427'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0459 ***********************************************************************
 LN0459  DESIGNATION -  U 386
 LN0459  PID         -  LN0459
 LN0459  STATE/COUNTY-  UT/DAGGETT
 LN0459  COUNTRY     -  US
 LN0459  USGS QUAD   -  MOUNT LENA (2017)
 LN0459
 LN0459                         *CURRENT SURVEY CONTROL
 LN0459  ______________________________________________________________________
 LN0459* NAD 83(1986) POSITION- 40 52 19.     (N) 109 29 37.     (W)   SCALED
 LN0459* NAVD 88 ORTHO HEIGHT -  2257.339 (meters)     7405.95  (feet) ADJUSTED
 LN0459  ______________________________________________________________________
 LN0459  GEOID HEIGHT    -        -13.737 (meters)                     GEOID18
 LN0459  DYNAMIC HEIGHT  -       2255.234 (meters)     7399.05  (feet) COMP
 LN0459  MODELED GRAVITY -    979,609.8   (mgal)                       NAVD 88
 LN0459
 LN0459  VERT ORDER      -  FIRST     CLASS II
 LN0459
 LN0459.The horizontal coordinates were scaled from a map and have
 LN0459.an estimated accuracy of +/- 6 seconds.
 LN0459
 LN0459.The orthometric height was determined by differential leveling and
 LN0459.adjusted by the NATIONAL GEODETIC SURVEY
 LN0459.in June 1991.
 LN0459
 LN0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0459.GEOID18 height accuracy estimate available here.
 LN0459
 LN0459.Click photographs - Photos may exist for this station.
 LN0459
 LN0459.The dynamic height is computed by dividing the NAVD 88
 LN0459.geopotential number by the normal gravity value computed on the
 LN0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0459.degrees latitude (g = 980.6199 gals.).
 LN0459
 LN0459.The modeled gravity was interpolated from observed gravity values.
 LN0459
 LN0459;                    North         East    Units  Estimated Accuracy
 LN0459;SPC UT N     - 1,061,770.      669,120.      MT  (+/- 180 meters Scaled)
 LN0459
 LN0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL269256(NAD 83)
 LN0459
 LN0459                          SUPERSEDED SURVEY CONTROL
 LN0459
 LN0459.No superseded survey control is available for this station.
 LN0459
 LN0459_MARKER: DV = VERTICAL CONTROL DISK
 LN0459_SETTING: 66 = SET IN ROCK OUTCROP
 LN0459_STAMPING: U 386 1984
 LN0459_MARK LOGO: NGS
 LN0459_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0459+STABILITY: POSITION/ELEVATION WELL
 LN0459
 LN0459  HISTORY     - Date     Condition        Report By
 LN0459  HISTORY     - 1984     MONUMENTED       NGS
 LN0459  HISTORY     - 20060520 MARK NOT FOUND   GEOCAC
 LN0459
 LN0459                          STATION DESCRIPTION
 LN0459
 LN0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0459'42.8 KM (26.6 MI) SOUTH FROM MANILA.
 LN0459'42.8 KM (26.6 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0459'WITH STATE HIGHWAY 43 IN MANILA, SET IN THE TOP OF A 2 BY 3 FOOT
 LN0459'EXPOSED AREA OF OUTCROPPING BEDROCK, 0.1 KM (0.05 MI) NORTHEAST OF
 LN0459'MILEPOST 1, 1.5 KM (0.95 MI) NORTHWEST OF U.S. HIGHWAY 191 AT THE WEST
 LN0459'END OF A HIGHWAY CUT, 13.2 M (43.3 FT) NORTHWEST OF THE CENTERLINE OF
 LN0459'THE HIGHWAY, AND 7.4 M (24.3 FT) EAST OF THE CENTER OF A PAVED ROAD
 LN0459'LEADING INTO A REST AREA.
 LN0459'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LN0459'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 LN0459
 LN0459                          STATION RECOVERY (2006)
 LN0459
 LN0459'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LN0459'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0059 ***********************************************************************
 KN0059  DESIGNATION -  U 39
 KN0059  PID         -  KN0059
 KN0059  STATE/COUNTY-  UT/EMERY
 KN0059  COUNTRY     -  US
 KN0059  USGS QUAD   -  BOB HILL KNOLL (2017)
 KN0059
 KN0059                         *CURRENT SURVEY CONTROL
 KN0059  ______________________________________________________________________
 KN0059* NAD 83(1986) POSITION- 39 09 49.     (N) 110 39 53.     (W)   SCALED
 KN0059* NAVD 88 ORTHO HEIGHT -  1863.470 (meters)     6113.73  (feet) ADJUSTED
 KN0059  ______________________________________________________________________
 KN0059  GEOID HEIGHT    -        -18.284 (meters)                     GEOID18
 KN0059  DYNAMIC HEIGHT  -       1861.531 (meters)     6107.37  (feet) COMP
 KN0059  MODELED GRAVITY -    979,520.5   (mgal)                       NAVD 88
 KN0059
 KN0059  VERT ORDER      -  SECOND    CLASS 0
 KN0059
 KN0059.The horizontal coordinates were scaled from a map and have
 KN0059.an estimated accuracy of +/- 6 seconds.
 KN0059
 KN0059.The orthometric height was determined by differential leveling and
 KN0059.adjusted by the NATIONAL GEODETIC SURVEY
 KN0059.in June 1991.
 KN0059
 KN0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0059.GEOID18 height accuracy estimate available here.
 KN0059
 KN0059.Click photographs - Photos may exist for this station.
 KN0059
 KN0059.The dynamic height is computed by dividing the NAVD 88
 KN0059.geopotential number by the normal gravity value computed on the
 KN0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0059.degrees latitude (g = 980.6199 gals.).
 KN0059
 KN0059.The modeled gravity was interpolated from observed gravity values.
 KN0059
 KN0059;                    North         East    Units  Estimated Accuracy
 KN0059;SPC UT C     - 2,092,520.      572,190.      MT  (+/- 180 meters Scaled)
 KN0059
 KN0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ289349(NAD 83)
 KN0059
 KN0059                          SUPERSEDED SURVEY CONTROL
 KN0059
 KN0059  NGVD 29 (??/??/92) 1862.347  (m)         6110.05   (f) ADJ UNCH    2 0
 KN0059
 KN0059.Superseded values are not recommended for survey control.
 KN0059
 KN0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0059.See file dsdata.pdf to determine how the superseded data were derived.
 KN0059
 KN0059_MARKER: DB = BENCH MARK DISK
 KN0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0059_STAMPING: U 39 1934
 KN0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0059+STABILITY: SURFACE MOTION
 KN0059
 KN0059  HISTORY     - Date     Condition        Report By
 KN0059  HISTORY     - 1934     MONUMENTED       CGS
 KN0059
 KN0059                          STATION DESCRIPTION
 KN0059
 KN0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0059'21.8 MI E FROM CASTLE DALE.
 KN0059'ABOUT 21.8 MILES EAST ALONG THE TRAIL TO GREEN RIVER FROM THE
 KN0059'COURTHOUSE AT CASTLE DALE, EMERY COUNTY, SOUTH OF THE SOUTH END OF
 KN0059'CUDER MOUNTAIN, 40 FEET SOUTH OF THE CENTER LINE OF AN OLD RAILROAD
 KN0059'GRADE, 20 FEET NORTH OF THE CENTER LINE OF THE TRAIL, AND MARKED BY A
 KN0059'VERTICAL 2- BY 4-INCH STAKE PAINTED WHITE.  A STANDARD DISK, STAMPED U
 KN0059'39 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0118 ***********************************************************************
 JN0118  DESIGNATION -  U 40
 JN0118  PID         -  JN0118
 JN0118  STATE/COUNTY-  UT/EMERY
 JN0118  COUNTRY     -  US
 JN0118  USGS QUAD   -  EMERY EAST (2017)
 JN0118
 JN0118                         *CURRENT SURVEY CONTROL
 JN0118  ______________________________________________________________________
 JN0118* NAD 83(1986) POSITION- 38 58 25.     (N) 111 09 33.     (W)   SCALED
 JN0118* NAVD 88 ORTHO HEIGHT -  1911.952 (meters)     6272.80  (feet) ADJUSTED
 JN0118  ______________________________________________________________________
 JN0118  GEOID HEIGHT    -        -17.724 (meters)                     GEOID18
 JN0118  DYNAMIC HEIGHT  -       1909.912 (meters)     6266.10  (feet) COMP
 JN0118  MODELED GRAVITY -    979,492.6   (mgal)                       NAVD 88
 JN0118
 JN0118  VERT ORDER      -  SECOND    CLASS 0
 JN0118
 JN0118.The horizontal coordinates were scaled from a map and have
 JN0118.an estimated accuracy of +/- 6 seconds.
 JN0118
 JN0118.The orthometric height was determined by differential leveling and
 JN0118.adjusted by the NATIONAL GEODETIC SURVEY
 JN0118.in June 1991.
 JN0118
 JN0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0118.GEOID18 height accuracy estimate available here.
 JN0118
 JN0118.Click photographs - Photos may exist for this station.
 JN0118
 JN0118.The dynamic height is computed by dividing the NAVD 88
 JN0118.geopotential number by the normal gravity value computed on the
 JN0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0118.degrees latitude (g = 980.6199 gals.).
 JN0118
 JN0118.The modeled gravity was interpolated from observed gravity values.
 JN0118
 JN0118;                    North         East    Units  Estimated Accuracy
 JN0118;SPC UT C     - 2,071,140.      529,540.      MT  (+/- 180 meters Scaled)
 JN0118
 JN0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ862138(NAD 83)
 JN0118
 JN0118                          SUPERSEDED SURVEY CONTROL
 JN0118
 JN0118  NGVD 29 (??/??/92) 1910.771  (m)         6268.92   (f) ADJ UNCH    2 0
 JN0118
 JN0118.Superseded values are not recommended for survey control.
 JN0118
 JN0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0118.See file dsdata.pdf to determine how the superseded data were derived.
 JN0118
 JN0118_MARKER: DB = BENCH MARK DISK
 JN0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0118_STAMPING: U 40 1934
 JN0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0118+STABILITY: SURFACE MOTION
 JN0118
 JN0118  HISTORY     - Date     Condition        Report By
 JN0118  HISTORY     - 1934     MONUMENTED       CGS
 JN0118
 JN0118                          STATION DESCRIPTION
 JN0118
 JN0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0118'6.4 MI N FROM EMERY.
 JN0118'ABOUT 6.4 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL AT
 JN0118'EMERY, EMERY COUNTY, AT A FARMERS SETTLEMENT SOUTHEAST OF A
 JN0118'CONSOLIDATED SCHOOL, AT AN ANGLE IN A POWER-TRANSMISSION LINE, AT A
 JN0118'T-ROAD LEADING EAST, 63 FEET SOUTH OF THE SCHOOL PROPERTY CORNER, AND
 JN0118'ABOUT 22 FEET WEST OF THE HIGHWAY.  A STANDARD DISK, STAMPED U 40 1934
 JN0118'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0238 ***********************************************************************
 KN0238  DESIGNATION -  U 41
 KN0238  PID         -  KN0238
 KN0238  STATE/COUNTY-  UT/SANPETE
 KN0238  COUNTRY     -  US
 KN0238  USGS QUAD   -  EPHRAIM (2017)
 KN0238
 KN0238                         *CURRENT SURVEY CONTROL
 KN0238  ______________________________________________________________________
 KN0238* NAD 83(1986) POSITION- 39 19 57.     (N) 111 30 30.     (W)   SCALED
 KN0238* NAVD 88 ORTHO HEIGHT -  2349.385 (meters)     7707.94  (feet) ADJUSTED
 KN0238  ______________________________________________________________________
 KN0238  GEOID HEIGHT    -        -16.799 (meters)                     GEOID18
 KN0238  DYNAMIC HEIGHT  -       2346.774 (meters)     7699.37  (feet) COMP
 KN0238  MODELED GRAVITY -    979,430.4   (mgal)                       NAVD 88
 KN0238
 KN0238  VERT ORDER      -  SECOND    CLASS 0
 KN0238
 KN0238.The horizontal coordinates were scaled from a map and have
 KN0238.an estimated accuracy of +/- 6 seconds.
 KN0238
 KN0238.The orthometric height was determined by differential leveling and
 KN0238.adjusted by the NATIONAL GEODETIC SURVEY
 KN0238.in June 1991.
 KN0238
 KN0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0238.GEOID18 height accuracy estimate available here.
 KN0238
 KN0238.Click photographs - Photos may exist for this station.
 KN0238
 KN0238.The dynamic height is computed by dividing the NAVD 88
 KN0238.geopotential number by the normal gravity value computed on the
 KN0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0238.degrees latitude (g = 980.6199 gals.).
 KN0238
 KN0238.The modeled gravity was interpolated from observed gravity values.
 KN0238
 KN0238;                    North         East    Units  Estimated Accuracy
 KN0238;SPC UT C     - 2,110,930.      499,280.      MT  (+/- 180 meters Scaled)
 KN0238
 KN0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ561537(NAD 83)
 KN0238
 KN0238                          SUPERSEDED SURVEY CONTROL
 KN0238
 KN0238  NGVD 29 (??/??/92) 2348.092  (m)         7703.70   (f) ADJ UNCH    2 0
 KN0238
 KN0238.Superseded values are not recommended for survey control.
 KN0238
 KN0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0238.See file dsdata.pdf to determine how the superseded data were derived.
 KN0238
 KN0238_MARKER: DB = BENCH MARK DISK
 KN0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0238_STAMPING: U 41 1934
 KN0238_MARK LOGO: CGS
 KN0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0238+STABILITY: SURFACE MOTION
 KN0238
 KN0238  HISTORY     - Date     Condition        Report By
 KN0238  HISTORY     - 1934     MONUMENTED       CGS
 KN0238  HISTORY     - 1966     GOOD             USGS
 KN0238
 KN0238                          STATION DESCRIPTION
 KN0238
 KN0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0238'7.2 MI E FROM EPHRAIM.
 KN0238'ABOUT 7.2 MILES EAST ALONG STATE HIGHWAY 29 FROM THE BANK OF EPHRAIM
 KN0238'AT EPHRAIM, SANPETE COUNTY, ABOUT 2 MILES FROM THE MANTI NATIONAL
 KN0238'FOREST BOUNDARY, ON THE OUTSIDE OF A CURVE, ON THE UPPER SIDE OF THE
 KN0238'MOUNTAIN, IN A VALLEY AND V-SHAPED CLEARING, ABOUT 80 FEET SOUTH OF A
 KN0238'CEDAR TREE, AND 45 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A
 KN0238'STANDARD DISK, STAMPED U 41 1934 AND SET IN THE TOP OF A CONCRETE
 KN0238'POST.
 KN0238
 KN0238                          STATION RECOVERY (1966)
 KN0238
 KN0238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0238'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0284 ***********************************************************************
 KN0284  DESIGNATION -  U 43
 KN0284  PID         -  KN0284
 KN0284  STATE/COUNTY-  UT/SANPETE
 KN0284  COUNTRY     -  US
 KN0284  USGS QUAD   -  CHESTER (2017)
 KN0284
 KN0284                         *CURRENT SURVEY CONTROL
 KN0284  ______________________________________________________________________
 KN0284* NAD 83(1986) POSITION- 39 27 38.     (N) 111 34 53.     (W)   SCALED
 KN0284* NAVD 88 ORTHO HEIGHT -  1667.801 (meters)     5471.78  (feet) ADJUSTED
 KN0284  ______________________________________________________________________
 KN0284  GEOID HEIGHT    -        -17.504 (meters)                     GEOID18
 KN0284  DYNAMIC HEIGHT  -       1666.116 (meters)     5466.25  (feet) COMP
 KN0284  MODELED GRAVITY -    979,558.6   (mgal)                       NAVD 88
 KN0284
 KN0284  VERT ORDER      -  SECOND    CLASS 0
 KN0284
 KN0284.The horizontal coordinates were scaled from a map and have
 KN0284.an estimated accuracy of +/- 6 seconds.
 KN0284
 KN0284.The orthometric height was determined by differential leveling and
 KN0284.adjusted by the NATIONAL GEODETIC SURVEY
 KN0284.in June 1991.
 KN0284
 KN0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0284.GEOID18 height accuracy estimate available here.
 KN0284
 KN0284.Click photographs - Photos may exist for this station.
 KN0284
 KN0284.The dynamic height is computed by dividing the NAVD 88
 KN0284.geopotential number by the normal gravity value computed on the
 KN0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0284.degrees latitude (g = 980.6199 gals.).
 KN0284
 KN0284.The modeled gravity was interpolated from observed gravity values.
 KN0284
 KN0284;                    North         East    Units  Estimated Accuracy
 KN0284;SPC UT C     - 2,125,150.      493,000.      MT  (+/- 180 meters Scaled)
 KN0284
 KN0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ499680(NAD 83)
 KN0284
 KN0284                          SUPERSEDED SURVEY CONTROL
 KN0284
 KN0284  NGVD 29 (??/??/92) 1666.624  (m)         5467.92   (f) ADJ UNCH    2 0
 KN0284
 KN0284.Superseded values are not recommended for survey control.
 KN0284
 KN0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0284.See file dsdata.pdf to determine how the superseded data were derived.
 KN0284
 KN0284_MARKER: DB = BENCH MARK DISK
 KN0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0284_STAMPING: U 43 1934
 KN0284_MARK LOGO: CGS
 KN0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0284+STABILITY: SURFACE MOTION
 KN0284
 KN0284  HISTORY     - Date     Condition        Report By
 KN0284  HISTORY     - 1934     MONUMENTED       CGS
 KN0284
 KN0284                          STATION DESCRIPTION
 KN0284
 KN0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0284'4.3 MI S FROM MORONI.
 KN0284'ABOUT 4.3 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0284'FROM THE STATION AT MORONI, SANPETE COUNTY, AT MILEPOST N 28, ABOUT 4
 KN0284'RAILS SOUTH OF A CROSSING, 42 FEET EAST OF THE CENTER LINE OF THE
 KN0284'TRACK, AND IN THE RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED U
 KN0284'43 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0163 ***********************************************************************
 KO0163  DESIGNATION -  U 45
 KO0163  PID         -  KO0163
 KO0163  STATE/COUNTY-  UT/MILLARD
 KO0163  COUNTRY     -  US
 KO0163  USGS QUAD   -  MCCORNICK (2017)
 KO0163
 KO0163                         *CURRENT SURVEY CONTROL
 KO0163  ______________________________________________________________________
 KO0163* NAD 83(1986) POSITION- 39 12 48.     (N) 112 24 29.     (W)   SCALED
 KO0163* NAVD 88 ORTHO HEIGHT -  1446.214 (meters)     4744.79  (feet) ADJUSTED
 KO0163  ______________________________________________________________________
 KO0163  GEOID HEIGHT    -        -18.914 (meters)                     GEOID18
 KO0163  DYNAMIC HEIGHT  -       1444.881 (meters)     4740.41  (feet) COMP
 KO0163  MODELED GRAVITY -    979,654.9   (mgal)                       NAVD 88
 KO0163
 KO0163  VERT ORDER      -  SECOND    CLASS 0
 KO0163
 KO0163.The horizontal coordinates were scaled from a map and have
 KO0163.an estimated accuracy of +/- 6 seconds.
 KO0163
 KO0163.The orthometric height was determined by differential leveling and
 KO0163.adjusted by the NATIONAL GEODETIC SURVEY
 KO0163.in June 1991.
 KO0163
 KO0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0163.GEOID18 height accuracy estimate available here.
 KO0163
 KO0163.Click photographs - Photos may exist for this station.
 KO0163
 KO0163.The dynamic height is computed by dividing the NAVD 88
 KO0163.geopotential number by the normal gravity value computed on the
 KO0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0163.degrees latitude (g = 980.6199 gals.).
 KO0163
 KO0163.The modeled gravity was interpolated from observed gravity values.
 KO0163
 KO0163;                    North         East    Units  Estimated Accuracy
 KO0163;SPC UT C     - 2,098,100.      421,580.      MT  (+/- 180 meters Scaled)
 KO0163
 KO0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ784413(NAD 83)
 KO0163
 KO0163                          SUPERSEDED SURVEY CONTROL
 KO0163
 KO0163  NGVD 29 (??/??/92) 1445.136  (m)         4741.25   (f) ADJ UNCH    2 0
 KO0163
 KO0163.Superseded values are not recommended for survey control.
 KO0163
 KO0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0163.See file dsdata.pdf to determine how the superseded data were derived.
 KO0163
 KO0163_MARKER: DB = BENCH MARK DISK
 KO0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0163_STAMPING: U 45 1934
 KO0163_MARK LOGO: CGS
 KO0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0163+STABILITY: SURFACE MOTION
 KO0163
 KO0163  HISTORY     - Date     Condition        Report By
 KO0163  HISTORY     - 1934     MONUMENTED       CGS
 KO0163
 KO0163                          STATION DESCRIPTION
 KO0163
 KO0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0163'14.8 MI SE FROM DELTA.
 KO0163'ABOUT 14.8 MILES SOUTHEAST ALONG THE LOS ANGELES AND SALT LAKE
 KO0163'RAILROAD FROM THE COMMUNITY BUILDING AT DELTA, MILLARD COUNTY, ABOUT
 KO0163'1/2 MILE SOUTH OF MILEPOST 14, ABOUT 1-1/2 RAILS SOUTH OF THE CENTER
 KO0163'OF A CROSSING, AT CULVERT 14.52, AND 40 FEET EAST OF THE TRACK.  A
 KO0163'STANDARD DISK, STAMPED U 45 1934 AND SET IN THE TOP OF A CONCRETE
 KO0163'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0240 ***********************************************************************
 JN0240  DESIGNATION -  U 46
 JN0240  PID         -  JN0240
 JN0240  STATE/COUNTY-  UT/PIUTE
 JN0240  COUNTRY     -  US
 JN0240  USGS QUAD   -  GREENWICH (2017)
 JN0240
 JN0240                         *CURRENT SURVEY CONTROL
 JN0240  ______________________________________________________________________
 JN0240* NAD 83(1986) POSITION- 38 27 31.     (N) 111 54 38.     (W)   SCALED
 JN0240* NAVD 88 ORTHO HEIGHT -  2073.338 (meters)     6802.28  (feet) ADJUSTED
 JN0240  ______________________________________________________________________
 JN0240  GEOID HEIGHT    -        -18.036 (meters)                     GEOID18
 JN0240  DYNAMIC HEIGHT  -       2070.940 (meters)     6794.41  (feet) COMP
 JN0240  MODELED GRAVITY -    979,397.7   (mgal)                       NAVD 88
 JN0240
 JN0240  VERT ORDER      -  SECOND    CLASS 0
 JN0240
 JN0240.The horizontal coordinates were scaled from a map and have
 JN0240.an estimated accuracy of +/- 6 seconds.
 JN0240
 JN0240.The orthometric height was determined by differential leveling and
 JN0240.adjusted by the NATIONAL GEODETIC SURVEY
 JN0240.in June 1991.
 JN0240
 JN0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0240.GEOID18 height accuracy estimate available here.
 JN0240
 JN0240.Click photographs - Photos may exist for this station.
 JN0240
 JN0240.The dynamic height is computed by dividing the NAVD 88
 JN0240.geopotential number by the normal gravity value computed on the
 JN0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0240.degrees latitude (g = 980.6199 gals.).
 JN0240
 JN0240.The modeled gravity was interpolated from observed gravity values.
 JN0240
 JN0240;                    North         East    Units  Estimated Accuracy
 JN0240;SPC UT S     - 3,198,960.      464,170.      MT  (+/- 180 meters Scaled)
 JN0240
 JN0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH205570(NAD 83)
 JN0240
 JN0240                          SUPERSEDED SURVEY CONTROL
 JN0240
 JN0240  NGVD 29 (??/??/92) 2072.052  (m)         6798.06   (f) ADJ UNCH    2 0
 JN0240
 JN0240.Superseded values are not recommended for survey control.
 JN0240
 JN0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0240.See file dsdata.pdf to determine how the superseded data were derived.
 JN0240
 JN0240_MARKER: DB = BENCH MARK DISK
 JN0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0240_STAMPING: U 46 1934
 JN0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0240+STABILITY: SURFACE MOTION
 JN0240
 JN0240  HISTORY     - Date     Condition        Report By
 JN0240  HISTORY     - 1934     MONUMENTED       CGS
 JN0240  HISTORY     - 1969     MARK NOT FOUND   USGS
 JN0240
 JN0240                          STATION DESCRIPTION
 JN0240
 JN0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0240'4.3 MI S FROM KOOSHAREM.
 JN0240'IN PIUTE COUNTY, ABOUT 4.3 MILES SOUTH ALONG STATE HIGHWAY 62 FROM THE
 JN0240'SCHOOL BUILDING AT KOOSHAREM, SEVIER COUNTY, ABOUT 1/2 MILE NORTH OF A
 JN0240'FARMHOUSE, AT THE CORNER OF AN ALFALFA FIELD, 30 FEET WEST OF THE
 JN0240'CENTER LINE OF THE HIGHWAY, AND IN LINE WITH THE FENCE.  A STANDARD
 JN0240'DISK, STAMPED U 46 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 JN0240'NEW HIGHWAY SURFACING HAS NO DOUBT DESTROYED THE MARK, THE FENCE LINE
 JN0240'WHERE THE MARK FALLS MAY HAVE BEEN MOVED.
 JN0240
 JN0240                          STATION RECOVERY (1969)
 JN0240
 JN0240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JN0240'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0288 ***********************************************************************
 JN0288  DESIGNATION -  U 48
 JN0288  PID         -  JN0288
 JN0288  STATE/COUNTY-  UT/SEVIER
 JN0288  COUNTRY     -  US
 JN0288  USGS QUAD   -  STEVES MOUNTAIN (2017)
 JN0288
 JN0288                         *CURRENT SURVEY CONTROL
 JN0288  ______________________________________________________________________
 JN0288* NAD 83(1986) POSITION- 38 55 02.     (N) 111 43 38.     (W)   SCALED
 JN0288* NAVD 88 ORTHO HEIGHT -  1777.387 (meters)     5831.31  (feet) ADJUSTED
 JN0288  ______________________________________________________________________
 JN0288  GEOID HEIGHT    -        -17.945 (meters)                     GEOID18
 JN0288  DYNAMIC HEIGHT  -       1775.484 (meters)     5825.07  (feet) COMP
 JN0288  MODELED GRAVITY -    979,494.4   (mgal)                       NAVD 88
 JN0288
 JN0288  VERT ORDER      -  SECOND    CLASS 0
 JN0288
 JN0288.The horizontal coordinates were scaled from a map and have
 JN0288.an estimated accuracy of +/- 6 seconds.
 JN0288
 JN0288.The orthometric height was determined by differential leveling and
 JN0288.adjusted by the NATIONAL GEODETIC SURVEY
 JN0288.in June 1991.
 JN0288
 JN0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0288.GEOID18 height accuracy estimate available here.
 JN0288
 JN0288.Click photographs - Photos may exist for this station.
 JN0288
 JN0288.The dynamic height is computed by dividing the NAVD 88
 JN0288.geopotential number by the normal gravity value computed on the
 JN0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0288.degrees latitude (g = 980.6199 gals.).
 JN0288
 JN0288.The modeled gravity was interpolated from observed gravity values.
 JN0288
 JN0288;                    North         East    Units  Estimated Accuracy
 JN0288;SPC UT C     - 2,064,850.      480,290.      MT  (+/- 180 meters Scaled)
 JN0288
 JN0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ369078(NAD 83)
 JN0288
 JN0288                          SUPERSEDED SURVEY CONTROL
 JN0288
 JN0288  NGVD 29 (??/??/92) 1776.160  (m)         5827.28   (f) ADJ UNCH    2 0
 JN0288
 JN0288.Superseded values are not recommended for survey control.
 JN0288
 JN0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0288.See file dsdata.pdf to determine how the superseded data were derived.
 JN0288
 JN0288_MARKER: DB = BENCH MARK DISK
 JN0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JN0288_SP_SET: CULVERT
 JN0288_STAMPING: U 48 1934
 JN0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0288
 JN0288  HISTORY     - Date     Condition        Report By
 JN0288  HISTORY     - 1934     MONUMENTED       CGS
 JN0288  HISTORY     - 1966     MARK NOT FOUND   USGS
 JN0288
 JN0288                          STATION DESCRIPTION
 JN0288
 JN0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0288'9.5 MI E FROM SALINA.
 JN0288'ABOUT 9.5 MILE EAST ALONG STATE HIGHWAY 10 FROM THE DENVER AND RIO
 JN0288'GRANDE WESTERN RAILROAD STATION AT SALINA, SEVIER COUNTY, IN FISHLAKE
 JN0288'NATIONAL FOREST, NEAR THE SUMMIT OF A HILL, ABOUT 50 FEET ABOVE THE
 JN0288'DENVER AND RIO GRANDE WESTERN RAILROAD, NORTH OF THE TRACK, AND IN THE
 JN0288'TOP OF THE NORTH HEAD WALL OF A CONCRETE CULVERT.  A STANDARD DISK,
 JN0288'STAMPED U 48 1934.
 JN0288
 JN0288                          STATION RECOVERY (1966)
 JN0288
 JN0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JN0288'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0386 ***********************************************************************
 JO0386  DESIGNATION -  U 50
 JO0386  PID         -  JO0386
 JO0386  STATE/COUNTY-  UT/MILLARD
 JO0386  COUNTRY     -  US
 JO0386  USGS QUAD   -  BEEHIVE PEAK (2017)
 JO0386
 JO0386                         *CURRENT SURVEY CONTROL
 JO0386  ______________________________________________________________________
 JO0386* NAD 83(1986) POSITION- 38 59 47.     (N) 112 01 03.     (W)   SCALED
 JO0386* NAVD 88 ORTHO HEIGHT -  1871.068 (meters)     6138.66  (feet) ADJUSTED
 JO0386  ______________________________________________________________________
 JO0386  GEOID HEIGHT    -        -18.316 (meters)                     GEOID18
 JO0386  DYNAMIC HEIGHT  -       1869.098 (meters)     6132.20  (feet) COMP
 JO0386  MODELED GRAVITY -    979,508.1   (mgal)                       NAVD 88
 JO0386
 JO0386  VERT ORDER      -  SECOND    CLASS 0
 JO0386
 JO0386.The horizontal coordinates were scaled from a map and have
 JO0386.an estimated accuracy of +/- 6 seconds.
 JO0386
 JO0386.The orthometric height was determined by differential leveling and
 JO0386.adjusted by the NATIONAL GEODETIC SURVEY
 JO0386.in June 1991.
 JO0386
 JO0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0386.GEOID18 height accuracy estimate available here.
 JO0386
 JO0386.Click photographs - Photos may exist for this station.
 JO0386
 JO0386.The dynamic height is computed by dividing the NAVD 88
 JO0386.geopotential number by the normal gravity value computed on the
 JO0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0386.degrees latitude (g = 980.6199 gals.).
 JO0386
 JO0386.The modeled gravity was interpolated from observed gravity values.
 JO0386
 JO0386;                    North         East    Units  Estimated Accuracy
 JO0386;SPC UT C     - 2,073,740.      455,170.      MT  (+/- 180 meters Scaled)
 JO0386
 JO0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ118168(NAD 83)
 JO0386
 JO0386                          SUPERSEDED SURVEY CONTROL
 JO0386
 JO0386  NGVD 29 (??/??/92) 1869.836  (m)         6134.62   (f) ADJ UNCH    2 0
 JO0386
 JO0386.Superseded values are not recommended for survey control.
 JO0386
 JO0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0386.See file dsdata.pdf to determine how the superseded data were derived.
 JO0386
 JO0386_MARKER: DB = BENCH MARK DISK
 JO0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0386_STAMPING: U 50 1934
 JO0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0386+STABILITY: SURFACE MOTION
 JO0386
 JO0386  HISTORY     - Date     Condition        Report By
 JO0386  HISTORY     - 1934     MONUMENTED       CGS
 JO0386  HISTORY     - 1961     MARK NOT FOUND   USGS
 JO0386
 JO0386                          STATION DESCRIPTION
 JO0386
 JO0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0386'9.6 MI NW FROM SALINA.
 JO0386'AT THE MILLARD-SEVIER COUNTY LINE, ABOUT 9.6 MILES NORTHWEST ALONG
 JO0386'U.S. HIGHWAY 89 AND STATE HIGHWAY 63 FROM THE DENVER AND RIO GRANDE
 JO0386'WESTERN RAILROAD STATION AT SALINA, SEVIER COUNTY, AND 38 FEET WEST OF
 JO0386'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED U 50 1934
 JO0386'AND SET IN THE TOP OF A CONCRETE POST.
 JO0386
 JO0386                          STATION RECOVERY (1961)
 JO0386
 JO0386'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 JO0386'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0124 ***********************************************************************
 KN0124  DESIGNATION -  U 51
 KN0124  PID         -  KN0124
 KN0124  STATE/COUNTY-  UT/CARBON
 KN0124  COUNTRY     -  US
 KN0124  USGS QUAD   -  DEADMAN CANYON (2017)
 KN0124
 KN0124                         *CURRENT SURVEY CONTROL
 KN0124  ______________________________________________________________________
 KN0124* NAD 83(1986) POSITION- 39 38 00.     (N) 110 37 53.     (W)   SCALED
 KN0124* NAVD 88 ORTHO HEIGHT -  1797.016 (meters)     5895.71  (feet) ADJUSTED
 KN0124  ______________________________________________________________________
 KN0124  GEOID HEIGHT    -        -16.952 (meters)                     GEOID18
 KN0124  DYNAMIC HEIGHT  -       1795.229 (meters)     5889.85  (feet) COMP
 KN0124  MODELED GRAVITY -    979,568.4   (mgal)                       NAVD 88
 KN0124
 KN0124  VERT ORDER      -  SECOND    CLASS 0
 KN0124
 KN0124.The horizontal coordinates were scaled from a map and have
 KN0124.an estimated accuracy of +/- 6 seconds.
 KN0124
 KN0124.The orthometric height was determined by differential leveling and
 KN0124.adjusted by the NATIONAL GEODETIC SURVEY
 KN0124.in June 1991.
 KN0124
 KN0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0124.GEOID18 height accuracy estimate available here.
 KN0124
 KN0124.Click photographs - Photos may exist for this station.
 KN0124
 KN0124.The dynamic height is computed by dividing the NAVD 88
 KN0124.geopotential number by the normal gravity value computed on the
 KN0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0124.degrees latitude (g = 980.6199 gals.).
 KN0124
 KN0124.The modeled gravity was interpolated from observed gravity values.
 KN0124
 KN0124;                    North         East    Units  Estimated Accuracy
 KN0124;SPC UT C     - 2,144,690.      574,560.      MT  (+/- 180 meters Scaled)
 KN0124
 KN0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ316871(NAD 83)
 KN0124
 KN0124                          SUPERSEDED SURVEY CONTROL
 KN0124
 KN0124  NGVD 29 (??/??/92) 1795.891  (m)         5892.02   (f) ADJ UNCH    2 0
 KN0124
 KN0124.Superseded values are not recommended for survey control.
 KN0124
 KN0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0124.See file dsdata.pdf to determine how the superseded data were derived.
 KN0124
 KN0124_MARKER: DB = BENCH MARK DISK
 KN0124_SETTING: 80 = SET IN A BOULDER
 KN0124_STAMPING: U 51 1934
 KN0124_MARK LOGO: CGS
 KN0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0124+STABILITY: SURFACE MOTION
 KN0124
 KN0124  HISTORY     - Date     Condition        Report By
 KN0124  HISTORY     - 1934     MONUMENTED       CGS
 KN0124  HISTORY     - 1972     MARK NOT FOUND   USGS
 KN0124
 KN0124                          STATION DESCRIPTION
 KN0124
 KN0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0124'3.9 MI E FROM WELLINGTON.
 KN0124'ABOUT 3.9 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE DENVER AND RIO
 KN0124'GRANDE WESTERN RAILROAD STATION AT WELLINGTON, CARBON COUNTY, THENCE
 KN0124'ABOUT 6.0 MILES NORTH ALONG STATE HIGHWAY 53.  ABOUT 0.2 MILE SOUTH OF
 KN0124'A BRIDGE, JUST NORTH OF A CURVE, 63 FEET EAST OF THE CENTER LINE OF
 KN0124'THE HIGHWAY, AND IN THE TOP OF A SANDSTONE BOULDER.  A STANDARD DISK,
 KN0124'STAMPED U 51 1934.  NOTE-- IT WAS REPORTED IN MAY 1938 THAT THIS BENCH
 KN0124'MARK WAS SET IN THE TOP OF A CONCRETE POST.
 KN0124
 KN0124                          STATION RECOVERY (1972)
 KN0124
 KN0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KN0124'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0035 ***********************************************************************
 LO0035  DESIGNATION -  U 52
 LO0035  PID         -  LO0035
 LO0035  STATE/COUNTY-  UT/DUCHESNE
 LO0035  COUNTRY     -  US
 LO0035  USGS QUAD   -  MYTON SW (2017)
 LO0035
 LO0035                         *CURRENT SURVEY CONTROL
 LO0035  ______________________________________________________________________
 LO0035* NAD 83(1986) POSITION- 40 06 23.     (N) 110 08 19.     (W)   SCALED
 LO0035* NAVD 88 ORTHO HEIGHT -  1680.004 (meters)     5511.81  (feet) ADJUSTED
 LO0035  ______________________________________________________________________
 LO0035  GEOID HEIGHT    -        -17.751 (meters)                     GEOID18
 LO0035  DYNAMIC HEIGHT  -       1678.388 (meters)     5506.51  (feet) COMP
 LO0035  MODELED GRAVITY -    979,605.6   (mgal)                       NAVD 88
 LO0035
 LO0035  VERT ORDER      -  SECOND    CLASS 0
 LO0035
 LO0035.The horizontal coordinates were scaled from a map and have
 LO0035.an estimated accuracy of +/- 6 seconds.
 LO0035
 LO0035.The orthometric height was determined by differential leveling and
 LO0035.adjusted by the NATIONAL GEODETIC SURVEY
 LO0035.in June 1991.
 LO0035
 LO0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0035.GEOID18 height accuracy estimate available here.
 LO0035
 LO0035.Click photographs - Photos may exist for this station.
 LO0035
 LO0035.The dynamic height is computed by dividing the NAVD 88
 LO0035.geopotential number by the normal gravity value computed on the
 LO0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0035.degrees latitude (g = 980.6199 gals.).
 LO0035
 LO0035.The modeled gravity was interpolated from observed gravity values.
 LO0035
 LO0035;                    North         East    Units  Estimated Accuracy
 LO0035;SPC UT C     - 2,197,730.      616,060.      MT  (+/- 180 meters Scaled)
 LO0035
 LO0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK734399(NAD 83)
 LO0035
 LO0035                          SUPERSEDED SURVEY CONTROL
 LO0035
 LO0035  NGVD 29 (??/??/92) 1678.750  (m)         5507.70   (f) ADJ UNCH    2 0
 LO0035
 LO0035.Superseded values are not recommended for survey control.
 LO0035
 LO0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0035.See file dsdata.pdf to determine how the superseded data were derived.
 LO0035
 LO0035_MARKER: DB = BENCH MARK DISK
 LO0035_SETTING: 66 = SET IN ROCK OUTCROP
 LO0035_STAMPING: U 52 1934
 LO0035_MARK LOGO: CGS
 LO0035_MAGNETIC: N = NO MAGNETIC MATERIAL
 LO0035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0035+STABILITY: POSITION/ELEVATION WELL
 LO0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LO0035+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2002
 LO0035
 LO0035  HISTORY     - Date     Condition        Report By
 LO0035  HISTORY     - 1934     MONUMENTED       CGS
 LO0035  HISTORY     - 1963     GOOD             USGS
 LO0035  HISTORY     - 20020411 GOOD             NGS
 LO0035
 LO0035                          STATION DESCRIPTION
 LO0035
 LO0035'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LO0035'2.0 MI W FROM MYTON.
 LO0035'2.0 MILES WEST OF POST OFFICE, THENCE 6.5 MILES SOUTH ALONG HIGHWAY 53
 LO0035'FROM.  4.7 MILES SOUTH OF STATE HIGHWAY TO PRICE SIGN.  AT THE TOP OF
 LO0035'A SMALL HILL, ABOUT 365 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 LO0035'100 FEET SOUTH OF A DIM ROAD LEADING WEST.  IN THE TOP OF BEDROCK, 2.5
 LO0035'FEET WEST OF A WITNESS POST.  A STANDARD DISK STAMPED U 52 1934.
 LO0035
 LO0035                          STATION RECOVERY (2002)
 LO0035
 LO0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 LO0035'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0368 ***********************************************************************
 LO0368  DESIGNATION -  U 53
 LO0368  PID         -  LO0368
 LO0368  STATE/COUNTY-  UT/WASATCH
 LO0368  COUNTRY     -  US
 LO0368  USGS QUAD   -  STRAWBERRY RESERVOIR NE (2017)
 LO0368
 LO0368                         *CURRENT SURVEY CONTROL
 LO0368  ______________________________________________________________________
 LO0368* NAD 83(1986) POSITION- 40 11 36.     (N) 111 00 39.     (W)   SCALED
 LO0368* NAVD 88 ORTHO HEIGHT -  2295.592 (meters)     7531.45  (feet) ADJUSTED
 LO0368  ______________________________________________________________________
 LO0368  GEOID HEIGHT    -        -15.709 (meters)                     GEOID18
 LO0368  DYNAMIC HEIGHT  -       2293.161 (meters)     7523.48  (feet) COMP
 LO0368  MODELED GRAVITY -    979,484.0   (mgal)                       NAVD 88
 LO0368
 LO0368  VERT ORDER      -  SECOND    CLASS 0
 LO0368
 LO0368.The horizontal coordinates were scaled from a map and have
 LO0368.an estimated accuracy of +/- 6 seconds.
 LO0368
 LO0368.The orthometric height was determined by differential leveling and
 LO0368.adjusted by the NATIONAL GEODETIC SURVEY
 LO0368.in June 1991.
 LO0368
 LO0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0368.GEOID18 height accuracy estimate available here.
 LO0368
 LO0368.Click photographs - Photos may exist for this station.
 LO0368
 LO0368.The dynamic height is computed by dividing the NAVD 88
 LO0368.geopotential number by the normal gravity value computed on the
 LO0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0368.degrees latitude (g = 980.6199 gals.).
 LO0368
 LO0368.The modeled gravity was interpolated from observed gravity values.
 LO0368
 LO0368;                    North         East    Units  Estimated Accuracy
 LO0368;SPC UT C     - 2,206,610.      541,650.      MT  (+/- 180 meters Scaled)
 LO0368
 LO0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK990492(NAD 83)
 LO0368
 LO0368                          SUPERSEDED SURVEY CONTROL
 LO0368
 LO0368  NGVD 29 (??/??/92) 2294.183  (m)         7526.83   (f) ADJ UNCH    2 0
 LO0368
 LO0368.Superseded values are not recommended for survey control.
 LO0368
 LO0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0368.See file dsdata.pdf to determine how the superseded data were derived.
 LO0368
 LO0368_MARKER: DB = BENCH MARK DISK
 LO0368_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0368_SP_SET: CULVERT HEADWALL
 LO0368_STAMPING: U 53 1934
 LO0368_MARK LOGO: CGS
 LO0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0368+STABILITY: SURFACE MOTION
 LO0368
 LO0368  HISTORY     - Date     Condition        Report By
 LO0368  HISTORY     - 1934     MONUMENTED       CGS
 LO0368  HISTORY     - 1959     MARK NOT FOUND   USGS
 LO0368
 LO0368                          STATION DESCRIPTION
 LO0368
 LO0368'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LO0368'10.9 MI W FROM FRUITLAND.
 LO0368'IN WASATCH COUNTY, 10.9 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0368'OFFICE AT FRUITLAND, DUCHESNE COUNTY, 0.7 MILE WEST OF A SIGNBOARD AND
 LO0368'A RANGER STATION, AT A CONCRETE CULVERT, AND IN THE TOP OF THE NORTH
 LO0368'HEADWALL.  A STANDARD DISK, STAMPED U 53 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0485 ***********************************************************************
 LO0485  DESIGNATION -  U 54
 LO0485  PID         -  LO0485
 LO0485  STATE/COUNTY-  UT/UTAH
 LO0485  COUNTRY     -  US
 LO0485  USGS QUAD   -  PROVO (2017)
 LO0485
 LO0485                         *CURRENT SURVEY CONTROL
 LO0485  ______________________________________________________________________
 LO0485* NAD 83(1986) POSITION- 40 12 22.     (N) 111 38 31.     (W)   SCALED
 LO0485* NAVD 88 ORTHO HEIGHT -  1371.371 (meters)     4499.24  (feet) ADJUSTED
 LO0485  ______________________________________________________________________
 LO0485  GEOID HEIGHT    -        -17.083 (meters)                     GEOID18
 LO0485  DYNAMIC HEIGHT  -       1370.174 (meters)     4495.31  (feet) COMP
 LO0485  MODELED GRAVITY -    979,706.2   (mgal)                       NAVD 88
 LO0485
 LO0485  VERT ORDER      -  SECOND    CLASS 0
 LO0485
 LO0485.The horizontal coordinates were scaled from a map and have
 LO0485.an estimated accuracy of +/- 6 seconds.
 LO0485
 LO0485.The orthometric height was determined by differential leveling and
 LO0485.adjusted by the NATIONAL GEODETIC SURVEY
 LO0485.in June 1991.
 LO0485
 LO0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0485.GEOID18 height accuracy estimate available here.
 LO0485
 LO0485.Click photographs - Photos may exist for this station.
 LO0485
 LO0485.The dynamic height is computed by dividing the NAVD 88
 LO0485.geopotential number by the normal gravity value computed on the
 LO0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0485.degrees latitude (g = 980.6199 gals.).
 LO0485
 LO0485.The modeled gravity was interpolated from observed gravity values.
 LO0485
 LO0485;                    North         East    Units  Estimated Accuracy
 LO0485;SPC UT C     - 2,207,930.      487,920.      MT  (+/- 180 meters Scaled)
 LO0485
 LO0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK453508(NAD 83)
 LO0485
 LO0485                          SUPERSEDED SURVEY CONTROL
 LO0485
 LO0485  NGVD 29 (??/??/92) 1370.368  (m)         4495.95   (f) ADJ UNCH    2 0
 LO0485
 LO0485.Superseded values are not recommended for survey control.
 LO0485
 LO0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0485.See file dsdata.pdf to determine how the superseded data were derived.
 LO0485
 LO0485_MARKER: DB = BENCH MARK DISK
 LO0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0485_STAMPING: U 54 1934
 LO0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0485+STABILITY: SURFACE MOTION
 LO0485
 LO0485  HISTORY     - Date     Condition        Report By
 LO0485  HISTORY     - 1934     MONUMENTED       CGS
 LO0485  HISTORY     - 19900306 MARK NOT FOUND   USGS
 LO0485
 LO0485                          STATION DESCRIPTION
 LO0485
 LO0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0485'1.7 MI S FROM PROVO.
 LO0485'ABOUT 1.7 MILES SOUTH ALONG THE LOS ANGELES AND SALT LAKE RAILROAD
 LO0485'FROM THE DENVER AND RIO GRANDE WESTERN RAILROAD FREIGHT STATION AT
 LO0485'PROVO, UTAH COUNTY, AT A ROAD CROSSING, 48 FEET SOUTH OF THE CENTER
 LO0485'LINE OF THE ROAD, AND ABOUT 30 FEET WEST OF THE CENTER LINE OF THE
 LO0485'TRACK.  A STANDARD DISK, STAMPED U 54 1934 AND SET IN THE TOP OF A
 LO0485'CONCRETE POST.
 LO0485
 LO0485                          STATION RECOVERY (1990)
 LO0485
 LO0485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SDC)
 LO0485'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0173 ***********************************************************************
 KO0173  DESIGNATION -  U 55
 KO0173  PID         -  KO0173
 KO0173  STATE/COUNTY-  UT/JUAB
 KO0173  COUNTRY     -  US
 KO0173  USGS QUAD   -  SCIPIO NORTH (2017)
 KO0173
 KO0173                         *CURRENT SURVEY CONTROL
 KO0173  ______________________________________________________________________
 KO0173* NAD 83(1986) POSITION- 39 20 30.     (N) 112 03 07.     (W)   SCALED
 KO0173* NAVD 88 ORTHO HEIGHT -  1589.296 (meters)     5214.22  (feet) ADJUSTED
 KO0173  ______________________________________________________________________
 KO0173  GEOID HEIGHT    -        -18.218 (meters)                     GEOID18
 KO0173  DYNAMIC HEIGHT  -       1587.764 (meters)     5209.19  (feet) COMP
 KO0173  MODELED GRAVITY -    979,607.1   (mgal)                       NAVD 88
 KO0173
 KO0173  VERT ORDER      -  SECOND    CLASS 0
 KO0173
 KO0173.The horizontal coordinates were scaled from a map and have
 KO0173.an estimated accuracy of +/- 6 seconds.
 KO0173
 KO0173.The orthometric height was determined by differential leveling and
 KO0173.adjusted by the NATIONAL GEODETIC SURVEY
 KO0173.in June 1991.
 KO0173
 KO0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0173.GEOID18 height accuracy estimate available here.
 KO0173
 KO0173.Click photographs - Photos may exist for this station.
 KO0173
 KO0173.The dynamic height is computed by dividing the NAVD 88
 KO0173.geopotential number by the normal gravity value computed on the
 KO0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0173.degrees latitude (g = 980.6199 gals.).
 KO0173
 KO0173.The modeled gravity was interpolated from observed gravity values.
 KO0173
 KO0173;                    North         East    Units  Estimated Accuracy
 KO0173;SPC UT C     - 2,112,090.      452,420.      MT  (+/- 180 meters Scaled)
 KO0173
 KO0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ093552(NAD 83)
 KO0173
 KO0173                          SUPERSEDED SURVEY CONTROL
 KO0173
 KO0173  NGVD 29 (??/??/92) 1588.138  (m)         5210.42   (f) ADJ UNCH    2 0
 KO0173
 KO0173.Superseded values are not recommended for survey control.
 KO0173
 KO0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0173.See file dsdata.pdf to determine how the superseded data were derived.
 KO0173
 KO0173_MARKER: DB = BENCH MARK DISK
 KO0173_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KO0173_SP_SET: CULVERT
 KO0173_STAMPING: U 55 1934
 KO0173_MARK LOGO: CGS
 KO0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0173
 KO0173  HISTORY     - Date     Condition        Report By
 KO0173  HISTORY     - 1934     MONUMENTED       CGS
 KO0173
 KO0173                          STATION DESCRIPTION
 KO0173
 KO0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0173'7.6 MI N FROM SCIPIO.
 KO0173'IN JUAB COUNTY, ABOUT 7.6 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE
 KO0173'SCHOOL GROUNDS AT SCIPIO, MILLARD COUNTY, ON A SLOPE TO THE NORTH, AT
 KO0173'A CONCRETE CULVERT, AND IN THE TOP OF THE WEST HEAD WALL.  A STANDARD
 KO0173'DISK, STAMPED U 55 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0058 ***********************************************************************
 LP0058  DESIGNATION -  U 56
 LP0058  PID         -  LP0058
 LP0058  STATE/COUNTY-  UT/TOOELE
 LP0058  COUNTRY     -  US
 LP0058  USGS QUAD   -  FIVEMILE PASS (2017)
 LP0058
 LP0058                         *CURRENT SURVEY CONTROL
 LP0058  ______________________________________________________________________
 LP0058* NAD 83(1986) POSITION- 40 09 22.     (N) 112 12 49.     (W)   SCALED
 LP0058* NAVD 88 ORTHO HEIGHT -  1558.710 (meters)     5113.87  (feet) ADJUSTED
 LP0058  ______________________________________________________________________
 LP0058  GEOID HEIGHT    -        -17.653 (meters)                     GEOID18
 LP0058  DYNAMIC HEIGHT  -       1557.340 (meters)     5109.37  (feet) COMP
 LP0058  MODELED GRAVITY -    979,691.8   (mgal)                       NAVD 88
 LP0058
 LP0058  VERT ORDER      -  SECOND    CLASS 0
 LP0058
 LP0058.The horizontal coordinates were scaled from a map and have
 LP0058.an estimated accuracy of +/- 6 seconds.
 LP0058
 LP0058.The orthometric height was determined by differential leveling and
 LP0058.adjusted by the NATIONAL GEODETIC SURVEY
 LP0058.in June 1991.
 LP0058
 LP0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0058.GEOID18 height accuracy estimate available here.
 LP0058
 LP0058.Click photographs - Photos may exist for this station.
 LP0058
 LP0058.The dynamic height is computed by dividing the NAVD 88
 LP0058.geopotential number by the normal gravity value computed on the
 LP0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0058.degrees latitude (g = 980.6199 gals.).
 LP0058
 LP0058.The modeled gravity was interpolated from observed gravity values.
 LP0058
 LP0058;                    North         East    Units  Estimated Accuracy
 LP0058;SPC UT C     - 2,202,610.      439,210.      MT  (+/- 180 meters Scaled)
 LP0058
 LP0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK966457(NAD 83)
 LP0058
 LP0058                          SUPERSEDED SURVEY CONTROL
 LP0058
 LP0058  NGVD 29 (??/??/92) 1557.641  (m)         5110.36   (f) ADJ UNCH    2 0
 LP0058
 LP0058.Superseded values are not recommended for survey control.
 LP0058
 LP0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0058.See file dsdata.pdf to determine how the superseded data were derived.
 LP0058
 LP0058_MARKER: DB = BENCH MARK DISK
 LP0058_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LP0058+WITH SETTING: PAVEMENT
 LP0058_SP_SET: WATER TANK BASE
 LP0058_STAMPING: U 56 1934
 LP0058_MARK LOGO: CGS
 LP0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0058+STABILITY: SURFACE MOTION
 LP0058
 LP0058  HISTORY     - Date     Condition        Report By
 LP0058  HISTORY     - 1934     MONUMENTED       CGS
 LP0058  HISTORY     - 19890301 MARK NOT FOUND   USGS
 LP0058
 LP0058                          STATION DESCRIPTION
 LP0058
 LP0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0058'IN TOPLIFF.
 LP0058'AT TOPLIFF, TOOELE COUNTY, ON THE OLD ROADBED OF THE ABANDONED UNION
 LP0058'PACIFIC RAILROAD, AT THE OLD RAILROAD WATER TANK, IN THE TOP OF THE
 LP0058'SOUTHEAST CORNER OF THE CONCRETE BASE, 12 FEET EAST OF THE CENTERLINE
 LP0058'OF THE OLD ROADBED, AND 11 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 LP0058'A STANDARD DISK, STAMPED U 56 1934.
 LP0058
 LP0058                          STATION RECOVERY (1989)
 LP0058
 LP0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (SDC)
 LP0058'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0235 ***********************************************************************
 HO0235  DESIGNATION -  U 57
 HO0235  PID         -  HO0235
 HO0235  STATE/COUNTY-  UT/WASHINGTON
 HO0235  COUNTRY     -  US
 HO0235  USGS QUAD   -  SPRINGDALE WEST (2017)
 HO0235
 HO0235                         *CURRENT SURVEY CONTROL
 HO0235  ______________________________________________________________________
 HO0235* NAD 83(1986) POSITION- 37 09 54.57   (N) 113 00 51.93   (W)   HD_HELD1
 HO0235* NAVD 88 ORTHO HEIGHT -  1163.378 (meters)     3816.85  (feet) ADJUSTED
 HO0235  ______________________________________________________________________
 HO0235  GEOID HEIGHT    -        -22.688 (meters)                     GEOID18
 HO0235  DYNAMIC HEIGHT  -       1162.119 (meters)     3812.72  (feet) COMP
 HO0235  MODELED GRAVITY -    979,509.7   (mgal)                       NAVD 88
 HO0235
 HO0235  VERT ORDER      -  FIRST     CLASS II
 HO0235
 HO0235.The horizontal coordinates were determined by differentially corrected
 HO0235.hand held GPS observations or other comparable positioning techniques
 HO0235.and have an estimated accuracy of +/- 3 meters.
 HO0235
 HO0235.The orthometric height was determined by differential leveling and
 HO0235.adjusted by the NATIONAL GEODETIC SURVEY
 HO0235.in June 1991.
 HO0235
 HO0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0235.GEOID18 height accuracy estimate available here.
 HO0235
 HO0235.Click photographs - Photos may exist for this station.
 HO0235
 HO0235.The dynamic height is computed by dividing the NAVD 88
 HO0235.geopotential number by the normal gravity value computed on the
 HO0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0235.degrees latitude (g = 980.6199 gals.).
 HO0235
 HO0235.The modeled gravity was interpolated from observed gravity values.
 HO0235
 HO0235;                    North         East    Units  Estimated Accuracy
 HO0235;SPC UT S     - 3,056,413.6     365,495.3     MT  (+/- 3 meters HH1 GPS) 
 HO0235
 HO0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG2114215094(NAD 83)
 HO0235
 HO0235                          SUPERSEDED SURVEY CONTROL
 HO0235
 HO0235  NGVD 29 (??/??/92) 1162.451  (m)         3813.81   (f) ADJ UNCH    1 2
 HO0235
 HO0235.Superseded values are not recommended for survey control.
 HO0235
 HO0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0235.See file dsdata.pdf to determine how the superseded data were derived.
 HO0235
 HO0235_MARKER: DB = BENCH MARK DISK
 HO0235_SETTING: 80 = SET IN A BOULDER
 HO0235_STAMPING: U 57 1934
 HO0235_MARK LOGO: CGS
 HO0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0235+STABILITY: SURFACE MOTION
 HO0235
 HO0235  HISTORY     - Date     Condition        Report By
 HO0235  HISTORY     - 1934     MONUMENTED       CGS
 HO0235  HISTORY     - 1974     GOOD             USGS
 HO0235  HISTORY     - 1982     GOOD             NGS
 HO0235  HISTORY     - 20160227 GOOD             INDIV
 HO0235
 HO0235                          STATION DESCRIPTION
 HO0235
 HO0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0235'1.5 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM ROCKVILLE, WASHINGTON
 HO0235'COUNTY, 1.8 MILES SOUTHWEST OF SPRINGDALE, 33 YARDS EAST OF A 2-FOOT
 HO0235'IRON PIPE CULVERT, 39 FEET SOUTH OF THE WHITE WOODEN GUARDRAIL SOUTH
 HO0235'OF THE HIGHWAY, 49 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 32
 HO0235'FEET SOUTH OF A POLE, AND IN THE TOP OF A PROMINENT SANDSTONE BOULDER.
 HO0235'A STANDARD DISK, STAMPED U 57 1934.
 HO0235
 HO0235                          STATION RECOVERY (1974)
 HO0235
 HO0235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HO0235'ROCKVILLE, 1.5 MILES NE ALONG STATE HWY 15, 33 YARDS EAST OF A 2-FOOT
 HO0235'IRON PIPE CULVERT, 49 FEET SE OF THE CENTERLINE OF THE HIGHWAY, 32
 HO0235'FEET SOUTH OF A POLE, AND IN THE TOP OF A PROMINENT SANDSTONE BOULDER
 HO0235'2.8 FEET LOWER THAN THE CENTERLINE OF THE HWY. A STANDARD DISK,
 HO0235'STAMPED U 57 1934.
 HO0235
 HO0235                          STATION RECOVERY (1982)
 HO0235
 HO0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0235'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.85 KM
 HO0235'(1.75 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF LATTER DAY
 HO0235'SAINTS IN ROCKVILLE, IN TOP OF THE SOUTHWEST EDGE OF AN 8- BY 12-FOOT
 HO0235'SANDSTONE BOULDER ON THE SOUTHWEST SLOPE OF A RIDGE, 1.75 KM (1.1 MI)
 HO0235'SOUTHWEST OF THE CHURCH OF LATTER DAY SAINTS IN SPRINGDALE, 0.6 KM
 HO0235'(0.4 MI) NORTHEAST OF MILEPOST 29, 15.5 METERS (51 FT) SOUTHEAST OF
 HO0235'THE HIGHWAY CENTERLINE, 45.4 METERS (149 FT) NORTH OF THE NORTHWEST
 HO0235'CORNER OF A BARN, 15.2 METERS (50 FT) NORTHWEST OF A WOOD POLE FENCE,
 HO0235'1.0 METER (3.5 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE BOULDER.
 HO0235'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 HO0235'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 HO0235
 HO0235                          STATION RECOVERY (2016)
 HO0235
 HO0235'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JEC)
 HO0235'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0237 ***********************************************************************
 HO0237  DESIGNATION -  U 58
 HO0237  PID         -  HO0237
 HO0237  STATE/COUNTY-  UT/WASHINGTON
 HO0237  COUNTRY     -  US
 HO0237  USGS QUAD   -  HARRISBURG JUNCTION (2017)
 HO0237
 HO0237                         *CURRENT SURVEY CONTROL
 HO0237  ______________________________________________________________________
 HO0237* NAD 83(1986) POSITION- 37 08 57.     (N) 113 26 52.     (W)   SCALED
 HO0237* NAVD 88 ORTHO HEIGHT -   907.741 (meters)     2978.15  (feet) ADJUSTED
 HO0237  ______________________________________________________________________
 HO0237  GEOID HEIGHT    -        -24.177 (meters)                     GEOID18
 HO0237  DYNAMIC HEIGHT  -        906.814 (meters)     2975.11  (feet) COMP
 HO0237  MODELED GRAVITY -    979,580.2   (mgal)                       NAVD 88
 HO0237
 HO0237  VERT ORDER      -  FIRST     CLASS II
 HO0237
 HO0237.The horizontal coordinates were scaled from a map and have
 HO0237.an estimated accuracy of +/- 6 seconds.
 HO0237
 HO0237.The orthometric height was determined by differential leveling and
 HO0237.adjusted by the NATIONAL GEODETIC SURVEY
 HO0237.in June 1991.
 HO0237
 HO0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0237.GEOID18 height accuracy estimate available here.
 HO0237
 HO0237.Click photographs - Photos may exist for this station.
 HO0237
 HO0237.The dynamic height is computed by dividing the NAVD 88
 HO0237.geopotential number by the normal gravity value computed on the
 HO0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0237.degrees latitude (g = 980.6199 gals.).
 HO0237
 HO0237.The modeled gravity was interpolated from observed gravity values.
 HO0237
 HO0237;                    North         East    Units  Estimated Accuracy
 HO0237;SPC UT S     - 3,055,350.      326,980.      MT  (+/- 180 meters Scaled)
 HO0237
 HO0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG826142(NAD 83)
 HO0237
 HO0237                          SUPERSEDED SURVEY CONTROL
 HO0237
 HO0237  NGVD 29 (??/??/92)  906.861  (m)         2975.26   (f) ADJ UNCH    1 2
 HO0237
 HO0237.Superseded values are not recommended for survey control.
 HO0237
 HO0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0237.See file dsdata.pdf to determine how the superseded data were derived.
 HO0237
 HO0237_MARKER: DB = BENCH MARK DISK
 HO0237_SETTING: 66 = SET IN ROCK OUTCROP
 HO0237_STAMPING: U-58 1934
 HO0237_MARK LOGO: CGS
 HO0237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0237+STABILITY: POSITION/ELEVATION WELL
 HO0237
 HO0237  HISTORY     - Date     Condition        Report By
 HO0237  HISTORY     - 1934     MONUMENTED       CGS
 HO0237  HISTORY     - 1938     MARK NOT FOUND   CGS
 HO0237  HISTORY     - 1979     GOOD             USGS
 HO0237  HISTORY     - 1982     GOOD             NGS
 HO0237
 HO0237                          STATION DESCRIPTION
 HO0237
 HO0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 HO0237'8.5 MI NE FROM ST GEORGE.
 HO0237'8.5 MILES NORTH EAST OF COURT HOUSE ON U.S. HIGHWAY NO. 91.  3.9 MILES
 HO0237'NORTH EAST OF WASHINGTON POST OFFICE.  83.5 FEET SOUTH OF 10 FT. BY 10
 HO0237'FT. BOX CULVERT.  31.5 FEET SOUTH EAST OF CENTER LINE OF HIGHWAY. SET
 HO0237'IN A LIME STONE OUTCROP ABOUT 2 FEET HIGHER THAN SURFACE OF HIGHWAY.
 HO0237
 HO0237                          STATION RECOVERY (1979)
 HO0237
 HO0237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HO0237'3.9 MILES ENE. OF WASHINGTON ALONG OLD HWY 91. 84 FT. S. OF A 10 BY
 HO0237'10 CONCRETE CULVERT. 32 FT. SE. OF CENTERLINE OF OLD HWY. IN TOP
 HO0237'SANDSTONE OUTCROP AND ABOUT 2 FT. ABOVE ROADWAY. STD. BRASS TABLET.
 HO0237
 HO0237                          STATION RECOVERY (1982)
 HO0237
 HO0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0237'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 HO0237'6.7 KM (4.2 MI) NORTHEAST ALONG OLD US HIGHWAY 91 FROM THE OLD BRIDGE
 HO0237'OVER FACTORY CREEK IN WASHINGTON, IN TOP OF THE NORTHWEST EDGE OF A
 HO0237'MASSIVE SANDSTONE OUTCROP AT THE CROSSING OF A DRY WASH, 1.7 KM (1.05
 HO0237'MI) SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY 9, 9.7 METERS (32
 HO0237'FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 22.8 METERS (75 FT) SOUTHWEST
 HO0237'OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL FOR A 10 BY 10 FOOT BOX
 HO0237'CULVERT, 7.6 METERS (25 FT) SOUTH OF THE SOUTHWEST END OF A STEEL
 HO0237'GUARD RAIL.
 HO0237'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 HO0237'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0435 ***********************************************************************
 MS0435  DESIGNATION -  U 59
 MS0435  PID         -  MS0435
 MS0435  STATE/COUNTY-  UT/BOX ELDER
 MS0435  COUNTRY     -  US
 MS0435  USGS QUAD   -  KIMBELL CREEK (2017)
 MS0435
 MS0435                         *CURRENT SURVEY CONTROL
 MS0435  ______________________________________________________________________
 MS0435* NAD 83(1986) POSITION- 41 50 10.     (N) 113 48 46.     (W)   SCALED
 MS0435* NAVD 88 ORTHO HEIGHT -  1819.474 (meters)     5969.39  (feet) ADJUSTED
 MS0435  ______________________________________________________________________
 MS0435  GEOID HEIGHT    -        -15.056 (meters)                     GEOID18
 MS0435  DYNAMIC HEIGHT  -       1818.087 (meters)     5964.84  (feet) COMP
 MS0435  MODELED GRAVITY -    979,794.9   (mgal)                       NAVD 88
 MS0435
 MS0435  VERT ORDER      -  FIRST     CLASS II
 MS0435
 MS0435.The horizontal coordinates were scaled from a map and have
 MS0435.an estimated accuracy of +/- 6 seconds.
 MS0435
 MS0435.The orthometric height was determined by differential leveling and
 MS0435.adjusted by the NATIONAL GEODETIC SURVEY
 MS0435.in June 1991.
 MS0435
 MS0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0435.GEOID18 height accuracy estimate available here.
 MS0435
 MS0435.Click photographs - Photos may exist for this station.
 MS0435
 MS0435.The dynamic height is computed by dividing the NAVD 88
 MS0435.geopotential number by the normal gravity value computed on the
 MS0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0435.degrees latitude (g = 980.6199 gals.).
 MS0435
 MS0435.The modeled gravity was interpolated from observed gravity values.
 MS0435
 MS0435;                    North         East    Units  Estimated Accuracy
 MS0435;SPC UT N     - 1,169,450.      307,920.      MT  (+/- 180 meters Scaled)
 MS0435
 MS0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM664354(NAD 83)
 MS0435
 MS0435                          SUPERSEDED SURVEY CONTROL
 MS0435
 MS0435  NGVD 29 (??/??/92) 1818.303  (m)         5965.55   (f) ADJ UNCH    1 2
 MS0435
 MS0435.Superseded values are not recommended for survey control.
 MS0435
 MS0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0435.See file dsdata.pdf to determine how the superseded data were derived.
 MS0435
 MS0435_MARKER: DB = BENCH MARK DISK
 MS0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0435_STAMPING: U 59 1934
 MS0435_MARK LOGO: CGS
 MS0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0435+STABILITY: SURFACE MOTION
 MS0435
 MS0435  HISTORY     - Date     Condition        Report By
 MS0435  HISTORY     - 1934     MONUMENTED       CGS
 MS0435  HISTORY     - 19851023 POOR             USGS
 MS0435
 MS0435                          STATION DESCRIPTION
 MS0435
 MS0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0435'10.1 MI N FROM GROUSE CREEK.
 MS0435'10.1 MILES NORTH ALONG JUNCTION PASS ROAD FROM THE PUBLIC SCHOOL AT
 MS0435'GROUSE CREEK, BOX ELDER COUNTY, 0.1 MILE SOUTHEAST OF A CORRAL, 240
 MS0435'FEET SOUTHEAST OF THE POINT OF THE HILL AT THE JUNCTION OF COTTON AND
 MS0435'POISON CREEKS, 72 FEET SOUTH OF THE INTERSECTION OF A FENCE, 39 FEET
 MS0435'WEST OF THE CENTERLINE OF THE ROAD, AND 1.5 FEET EAST OF A FENCE.  A
 MS0435'STANDARD DISK, STAMPED U 59 1934 AND SET IN THE TOP OF A CONCRETE
 MS0435'POST.
 MS0435
 MS0435                          STATION RECOVERY (1985)
 MS0435
 MS0435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (GH)
 MS0435'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0208 ***********************************************************************
 MS0208  DESIGNATION -  U 60 RESET
 MS0208  PID         -  MS0208
 MS0208  STATE/COUNTY-  UT/BOX ELDER
 MS0208  COUNTRY     -  US
 MS0208  USGS QUAD   -  MONUMENT POINT (2017)
 MS0208
 MS0208                         *CURRENT SURVEY CONTROL
 MS0208  ______________________________________________________________________
 MS0208* NAD 83(1986) POSITION- 41 43 00.     (N) 112 46 05.     (W)   SCALED
 MS0208* NAVD 88 ORTHO HEIGHT -  1284.409 (meters)     4213.93  (feet) ADJUSTED
 MS0208  ______________________________________________________________________
 MS0208  GEOID HEIGHT    -        -15.642 (meters)                     GEOID18
 MS0208  DYNAMIC HEIGHT  -       1283.560 (meters)     4211.15  (feet) COMP
 MS0208  MODELED GRAVITY -    979,917.5   (mgal)                       NAVD 88
 MS0208
 MS0208  VERT ORDER      -  FIRST     CLASS II
 MS0208
 MS0208.The horizontal coordinates were scaled from a map and have
 MS0208.an estimated accuracy of +/- 6 seconds.
 MS0208
 MS0208.The orthometric height was determined by differential leveling and
 MS0208.adjusted by the NATIONAL GEODETIC SURVEY
 MS0208.in June 1991.
 MS0208
 MS0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0208.GEOID18 height accuracy estimate available here.
 MS0208
 MS0208.Click photographs - Photos may exist for this station.
 MS0208
 MS0208.The dynamic height is computed by dividing the NAVD 88
 MS0208.geopotential number by the normal gravity value computed on the
 MS0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0208.degrees latitude (g = 980.6199 gals.).
 MS0208
 MS0208.The modeled gravity was interpolated from observed gravity values.
 MS0208
 MS0208;                    North         East    Units  Estimated Accuracy
 MS0208;SPC UT N     - 1,154,390.      394,480.      MT  (+/- 180 meters Scaled)
 MS0208
 MS0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM529198(NAD 83)
 MS0208
 MS0208                          SUPERSEDED SURVEY CONTROL
 MS0208
 MS0208  NGVD 29 (??/??/92) 1283.412  (m)         4210.66   (f) ADJ UNCH    1 2
 MS0208
 MS0208.Superseded values are not recommended for survey control.
 MS0208
 MS0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0208.See file dsdata.pdf to determine how the superseded data were derived.
 MS0208
 MS0208_MARKER: DB = BENCH MARK DISK
 MS0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0208_STAMPING: U 60 RESET 1953
 MS0208_MARK LOGO: CGS
 MS0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0208+STABILITY: SURFACE MOTION
 MS0208
 MS0208  HISTORY     - Date     Condition        Report By
 MS0208  HISTORY     - 1953     MONUMENTED       CGS
 MS0208
 MS0208                          STATION DESCRIPTION
 MS0208
 MS0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0208'9.8 MI SE FROM LOCOMOTIVE SPRINGS.
 MS0208'1.4 MILES NORTHEAST ALONG A DIRT ROAD FROM THE NORTHWEST SPRING OF
 MS0208'LOCOMOTIVE SPRINGS, THENCE 8.4 MILES SOUTHEAST ALONG A GRAVELED ROAD
 MS0208'ON THE ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED.  0.35 MILE (14
 MS0208'POLES) WEST OF MILEPOLE 753, 89.2 FEET NORTHEAST OF THE NORTHEAST
 MS0208'CORNER OF THE FLOOR OF A SMALL WOODEN BRIDGE, 47 1/2 FEET NORTH OF THE
 MS0208'CENTER LINE OF THE ROAD, 3 1/2 FEET WEST OF A TELEPHONE POLE MARKED BY
 MS0208'THE WHITE PAINTED LETTERS BM, 1.4 FEET SOUTH OF A WITNESS POST, ABOUT
 MS0208'3 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MS0208'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0070 ***********************************************************************
 LP0070  DESIGNATION -  U 62
 LP0070  PID         -  LP0070
 LP0070  STATE/COUNTY-  UT/TOOELE
 LP0070  COUNTRY     -  US
 LP0070  USGS QUAD   -  TERRA (2017)
 LP0070
 LP0070                         *CURRENT SURVEY CONTROL
 LP0070  ______________________________________________________________________
 LP0070* NAD 83(1986) POSITION- 40 18 36.     (N) 112 39 03.     (W)   SCALED
 LP0070* NAVD 88 ORTHO HEIGHT -  1501.651 (meters)     4926.67  (feet) ADJUSTED
 LP0070  ______________________________________________________________________
 LP0070  GEOID HEIGHT    -        -17.722 (meters)                     GEOID18
 LP0070  DYNAMIC HEIGHT  -       1500.378 (meters)     4922.49  (feet) COMP
 LP0070  MODELED GRAVITY -    979,725.5   (mgal)                       NAVD 88
 LP0070
 LP0070  VERT ORDER      -  FIRST     CLASS II
 LP0070
 LP0070.The horizontal coordinates were scaled from a map and have
 LP0070.an estimated accuracy of +/- 6 seconds.
 LP0070
 LP0070.The orthometric height was determined by differential leveling and
 LP0070.adjusted by the NATIONAL GEODETIC SURVEY
 LP0070.in June 1991.
 LP0070
 LP0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0070.GEOID18 height accuracy estimate available here.
 LP0070
 LP0070.Click photographs - Photos may exist for this station.
 LP0070
 LP0070.The dynamic height is computed by dividing the NAVD 88
 LP0070.geopotential number by the normal gravity value computed on the
 LP0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0070.degrees latitude (g = 980.6199 gals.).
 LP0070
 LP0070.The modeled gravity was interpolated from observed gravity values.
 LP0070
 LP0070;                    North         East    Units  Estimated Accuracy
 LP0070;SPC UT C     - 2,220,080.      402,180.      MT  (+/- 180 meters Scaled)
 LP0070
 LP0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK597634(NAD 83)
 LP0070
 LP0070                          SUPERSEDED SURVEY CONTROL
 LP0070
 LP0070  NGVD 29 (??/??/92) 1500.549  (m)         4923.05   (f) ADJ UNCH    1 2
 LP0070
 LP0070.Superseded values are not recommended for survey control.
 LP0070
 LP0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0070.See file dsdata.pdf to determine how the superseded data were derived.
 LP0070
 LP0070_MARKER: DB = BENCH MARK DISK
 LP0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0070_STAMPING: U 62 1934
 LP0070_MARK LOGO: CGS
 LP0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0070+STABILITY: SURFACE MOTION
 LP0070
 LP0070  HISTORY     - Date     Condition        Report By
 LP0070  HISTORY     - 1934     MONUMENTED       CGS
 LP0070
 LP0070                          STATION DESCRIPTION
 LP0070
 LP0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0070'4.7 MI E FROM ORRS RANCH.
 LP0070'ABOUT 4.7 MILES EAST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0070'TOOELE COUNTY, 89 FEET EAST OF A 4-INCH JUNIPER TREE ON THE SOUTH SIDE
 LP0070'OF THE HIGHWAY AND 3 FEET NORTH OF A FENCE, 12.5 FEET SOUTH OF THE
 LP0070'CENTER LINE OF THE HIGHWAY, AND 2 FEET NORTH OF AN 8-INCH FENCE POST.
 LP0070'A STANDARD DISK, STAMPED U 62 1934 AND SET IN THE TOP OF A CONCRETE
 LP0070'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0108 ***********************************************************************
 KN0108  DESIGNATION -  U 65
 KN0108  PID         -  KN0108
 KN0108  STATE/COUNTY-  UT/DUCHESNE
 KN0108  COUNTRY     -  US
 KN0108  USGS QUAD   -  JONES HOLLOW (2017)
 KN0108
 KN0108                         *CURRENT SURVEY CONTROL
 KN0108  ______________________________________________________________________
 KN0108* NAD 83(1986) POSITION- 39 53 37.     (N) 110 44 56.     (W)   SCALED
 KN0108* NAVD 88 ORTHO HEIGHT -  2743.567 (meters)     9001.19  (feet) POSTED
 KN0108  ______________________________________________________________________
 KN0108  GEOID HEIGHT    -        -15.883 (meters)                     GEOID18
 KN0108  DYNAMIC HEIGHT  -       2740.45  (meters)     8991.0   (feet) COMP
 KN0108  MODELED GRAVITY -    979,387.9   (mgal)                       NAVD 88
 KN0108
 KN0108  VERT ORDER      -  * POSTED, SEE BELOW
 KN0108
 KN0108.The horizontal coordinates were scaled from a map and have
 KN0108.an estimated accuracy of +/- 6 seconds.
 KN0108
 KN0108.The orthometric height was determined by differential leveling
 KN0108.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KN0108
 KN0108.* This is a POSTED BENCH MARK height.
 KN0108
 KN0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0108.GEOID18 height accuracy estimate available here.
 KN0108
 KN0108.Click photographs - Photos may exist for this station.
 KN0108
 KN0108.The dynamic height is computed by dividing the NAVD 88
 KN0108.geopotential number by the normal gravity value computed on the
 KN0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0108.degrees latitude (g = 980.6199 gals.).
 KN0108
 KN0108.The modeled gravity was interpolated from observed gravity values.
 KN0108
 KN0108;                    North         East    Units  Estimated Accuracy
 KN0108;SPC UT C     - 2,173,490.      564,230.      MT  (+/- 180 meters Scaled)
 KN0108
 KN0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK214159(NAD 83)
 KN0108
 KN0108                          SUPERSEDED SURVEY CONTROL
 KN0108
 KN0108  NGVD 29 (??/??/92) 2742.087  (m)         8996.33   (f) ADJ UNCH    1 2
 KN0108
 KN0108.Superseded values are not recommended for survey control.
 KN0108
 KN0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0108.See file dsdata.pdf to determine how the superseded data were derived.
 KN0108
 KN0108_MARKER: DB = BENCH MARK DISK
 KN0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0108_STAMPING: U 65 1934
 KN0108_MARK LOGO: CGS
 KN0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0108+STABILITY: SURFACE MOTION
 KN0108
 KN0108  HISTORY     - Date     Condition        Report By
 KN0108  HISTORY     - 1934     MONUMENTED       CGS
 KN0108  HISTORY     - 1966     MARK NOT FOUND   USGS
 KN0108  HISTORY     - 1966     MARK NOT FOUND   USGS
 KN0108
 KN0108                          STATION DESCRIPTION
 KN0108
 KN0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0108'16.4 MI NE FROM CASTLEGATE.
 KN0108'IN DUCHESNE COUNTY, 16.4 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM
 KN0108'CASTLEGATE, CARBON COUNTY, AT THE SUMMIT OF INDIAN CANYON, 93.5 FEET
 KN0108'NORTHWEST OF THE UNITED STATES WEATHER BUREAU SNOW GAGE, 13.5 FEET
 KN0108'SOUTHEAST OF A 16-INCH PINE TREE, AND 38.5 FEET WEST OF THE CENTER
 KN0108'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED U 65 1934 AND SET IN
 KN0108'THE TOP OF A CONCRETE POST.
 KN0108
 KN0108                          STATION RECOVERY (1966)
 KN0108
 KN0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0108'MARK NOT FOUND.
 KN0108
 KN0108                          STATION RECOVERY (1966)
 KN0108
 KN0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0108'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0144 ***********************************************************************
 LP0144  DESIGNATION -  U 67
 LP0144  PID         -  LP0144
 LP0144  STATE/COUNTY-  UT/TOOELE
 LP0144  COUNTRY     -  US
 LP0144  USGS QUAD   -  GRANITE PEAK (2017)
 LP0144
 LP0144                         *CURRENT SURVEY CONTROL
 LP0144  ______________________________________________________________________
 LP0144* NAD 83(1986) POSITION- 40 09 10.     (N) 113 21 52.     (W)   SCALED
 LP0144* NAVD 88 ORTHO HEIGHT -  1300.940 (meters)     4268.17  (feet) ADJUSTED
 LP0144  ______________________________________________________________________
 LP0144  GEOID HEIGHT    -        -18.930 (meters)                     GEOID18
 LP0144  DYNAMIC HEIGHT  -       1299.861 (meters)     4264.63  (feet) COMP
 LP0144  MODELED GRAVITY -    979,751.4   (mgal)                       NAVD 88
 LP0144
 LP0144  VERT ORDER      -  FIRST     CLASS II
 LP0144
 LP0144.The horizontal coordinates were scaled from a map and have
 LP0144.an estimated accuracy of +/- 6 seconds.
 LP0144
 LP0144.The orthometric height was determined by differential leveling and
 LP0144.adjusted by the NATIONAL GEODETIC SURVEY
 LP0144.in June 1991.
 LP0144
 LP0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0144.GEOID18 height accuracy estimate available here.
 LP0144
 LP0144.Click photographs - Photos may exist for this station.
 LP0144
 LP0144.The dynamic height is computed by dividing the NAVD 88
 LP0144.geopotential number by the normal gravity value computed on the
 LP0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0144.degrees latitude (g = 980.6199 gals.).
 LP0144
 LP0144.The modeled gravity was interpolated from observed gravity values.
 LP0144
 LP0144;                    North         East    Units  Estimated Accuracy
 LP0144;SPC UT C     - 2,203,650.      341,170.      MT  (+/- 180 meters Scaled)
 LP0144
 LP0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK986473(NAD 83)
 LP0144
 LP0144                          SUPERSEDED SURVEY CONTROL
 LP0144
 LP0144  NGVD 29 (??/??/92) 1299.910  (m)         4264.79   (f) ADJ UNCH    1 2
 LP0144
 LP0144.Superseded values are not recommended for survey control.
 LP0144
 LP0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0144.See file dsdata.pdf to determine how the superseded data were derived.
 LP0144
 LP0144_MARKER: DB = BENCH MARK DISK
 LP0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0144_STAMPING: U 67 1934
 LP0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0144+STABILITY: SURFACE MOTION
 LP0144
 LP0144  HISTORY     - Date     Condition        Report By
 LP0144  HISTORY     - 1934     MONUMENTED       CGS
 LP0144
 LP0144                          STATION DESCRIPTION
 LP0144
 LP0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0144'28.5 MI E FROM GOLD HILL.
 LP0144'ABOUT 28.5 MILES EAST ALONG THE OLD LINCOLN HIGHWAY FROM GOLD HILL,
 LP0144'TOOELE COUNTY, ABOUT 1,505 FEET WEST OF A WOODEN BRIDGE, AND 65 FEET
 LP0144'SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED U
 LP0144'67 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0330 ***********************************************************************
 KO0330  DESIGNATION -  U 74
 KO0330  PID         -  KO0330
 KO0330  STATE/COUNTY-  UT/MILLARD
 KO0330  COUNTRY     -  US
 KO0330  USGS QUAD   -  THE COVE (2018)
 KO0330
 KO0330                         *CURRENT SURVEY CONTROL
 KO0330  ______________________________________________________________________
 KO0330* NAD 83(1986) POSITION- 39 13 27.     (N) 114 00 02.     (W)   SCALED
 KO0330* NAVD 88 ORTHO HEIGHT -  1513.702 (meters)     4966.20  (feet) ADJUSTED
 KO0330  ______________________________________________________________________
 KO0330  GEOID HEIGHT    -        -20.192 (meters)                     GEOID18
 KO0330  DYNAMIC HEIGHT  -       1512.237 (meters)     4961.40  (feet) COMP
 KO0330  MODELED GRAVITY -    979,606.7   (mgal)                       NAVD 88
 KO0330
 KO0330  VERT ORDER      -  SECOND    CLASS 0
 KO0330
 KO0330.The horizontal coordinates were scaled from a map and have
 KO0330.an estimated accuracy of +/- 6 seconds.
 KO0330
 KO0330.The orthometric height was determined by differential leveling and
 KO0330.adjusted by the NATIONAL GEODETIC SURVEY
 KO0330.in June 1991.
 KO0330
 KO0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0330.GEOID18 height accuracy estimate available here.
 KO0330
 KO0330.Click photographs - Photos may exist for this station.
 KO0330
 KO0330.The dynamic height is computed by dividing the NAVD 88
 KO0330.geopotential number by the normal gravity value computed on the
 KO0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0330.degrees latitude (g = 980.6199 gals.).
 KO0330
 KO0330.The modeled gravity was interpolated from observed gravity values.
 KO0330
 KO0330;                    North         East    Units  Estimated Accuracy
 KO0330;SPC UT C     - 2,101,920.      284,110.      MT  (+/- 180 meters Scaled)
 KO0330
 KO0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD589459(NAD 83)
 KO0330
 KO0330                          SUPERSEDED SURVEY CONTROL
 KO0330
 KO0330  NGVD 29 (??/??/92) 1512.596  (m)         4962.58   (f) ADJ UNCH    2 0
 KO0330
 KO0330.Superseded values are not recommended for survey control.
 KO0330
 KO0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0330.See file dsdata.pdf to determine how the superseded data were derived.
 KO0330
 KO0330_MARKER: DB = BENCH MARK DISK
 KO0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0330_STAMPING: U 74 1934
 KO0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0330+STABILITY: SURFACE MOTION
 KO0330
 KO0330  HISTORY     - Date     Condition        Report By
 KO0330  HISTORY     - 1934     MONUMENTED       CGS
 KO0330
 KO0330                          STATION DESCRIPTION
 KO0330
 KO0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0330'IN ROBISONS RANCH.
 KO0330'750 FEET NORTH ALONG U.S. HIGHWAY 6 FROM ROBISONS RANCH, MILLARD
 KO0330'COUNTY, AT THE JUNCTION OF A COUNTY ROAD LEADING TO SMITHVILLE, 79
 KO0330'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 45 FEET WEST OF
 KO0330'THE COUNTY ROAD.  A STANDARD DISK, STAMPED U 74 1934 AND SET IN THE
 KO0330'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0366 ***********************************************************************
 KO0366  DESIGNATION -  U 75
 KO0366  PID         -  KO0366
 KO0366  STATE/COUNTY-  UT/JUAB
 KO0366  COUNTRY     -  US
 KO0366  USGS QUAD   -  INDIAN FARM CREEK (2017)
 KO0366
 KO0366                         *CURRENT SURVEY CONTROL
 KO0366  ______________________________________________________________________
 KO0366* NAD 83(1986) POSITION- 39 45 36.     (N) 113 48 23.     (W)   SCALED
 KO0366* NAVD 88 ORTHO HEIGHT -  1543.706 (meters)     5064.64  (feet) ADJUSTED
 KO0366  ______________________________________________________________________
 KO0366  GEOID HEIGHT    -        -19.394 (meters)                     GEOID18
 KO0366  DYNAMIC HEIGHT  -       1542.278 (meters)     5059.96  (feet) COMP
 KO0366  MODELED GRAVITY -    979,647.7   (mgal)                       NAVD 88
 KO0366
 KO0366  VERT ORDER      -  SECOND    CLASS 0
 KO0366
 KO0366.The horizontal coordinates were scaled from a map and have
 KO0366.an estimated accuracy of +/- 6 seconds.
 KO0366
 KO0366.The orthometric height was determined by differential leveling and
 KO0366.adjusted by the NATIONAL GEODETIC SURVEY
 KO0366.in June 1991.
 KO0366
 KO0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0366.GEOID18 height accuracy estimate available here.
 KO0366
 KO0366.Click photographs - Photos may exist for this station.
 KO0366
 KO0366.The dynamic height is computed by dividing the NAVD 88
 KO0366.geopotential number by the normal gravity value computed on the
 KO0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0366.degrees latitude (g = 980.6199 gals.).
 KO0366
 KO0366.The modeled gravity was interpolated from observed gravity values.
 KO0366
 KO0366;                    North         East    Units  Estimated Accuracy
 KO0366;SPC UT C     - 2,160,930.      302,400.      MT  (+/- 180 meters Scaled)
 KO0366
 KO0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK595048(NAD 83)
 KO0366
 KO0366                          SUPERSEDED SURVEY CONTROL
 KO0366
 KO0366  NGVD 29 (??/??/92) 1542.604  (m)         5061.03   (f) ADJ UNCH    2 0
 KO0366
 KO0366.Superseded values are not recommended for survey control.
 KO0366
 KO0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0366.See file dsdata.pdf to determine how the superseded data were derived.
 KO0366
 KO0366_MARKER: DB = BENCH MARK DISK
 KO0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0366_STAMPING: U 75 1934
 KO0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0366+STABILITY: SURFACE MOTION
 KO0366
 KO0366  HISTORY     - Date     Condition        Report By
 KO0366  HISTORY     - 1934     MONUMENTED       CGS
 KO0366
 KO0366                          STATION DESCRIPTION
 KO0366
 KO0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0366'5.5 MI N FROM TROUT CREEK.
 KO0366'5.5 MILES NORTH ALONG THE ROAD LEADING TO CALLAO FROM THE OLD POST
 KO0366'OFFICE AT TROUT CREEK, 70 FEET NORTHEAST OF THE JUNCTION WITH A SIDE
 KO0366'ROAD LEADING TO THE FALKENBURG RANCH, AND 48 FEET SOUTHEAST OF THE
 KO0366'CENTER LINE OF THE MAIN ROAD.  SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0189 ***********************************************************************
 LP0189  DESIGNATION -  U 76
 LP0189  PID         -  LP0189
 LP0189  STATE/COUNTY-  UT/TOOELE
 LP0189  COUNTRY     -  US
 LP0189  USGS QUAD   -  ELEPHANT KNOLL (2017)
 LP0189
 LP0189                         *CURRENT SURVEY CONTROL
 LP0189  ______________________________________________________________________
 LP0189* NAD 83(1986) POSITION- 40 19 50.     (N) 113 54 43.     (W)   SCALED
 LP0189* NAVD 88 ORTHO HEIGHT -  1341.547 (meters)     4401.39  (feet) ADJUSTED
 LP0189  ______________________________________________________________________
 LP0189  GEOID HEIGHT    -        -18.882 (meters)                     GEOID18
 LP0189  DYNAMIC HEIGHT  -       1340.455 (meters)     4397.81  (feet) COMP
 LP0189  MODELED GRAVITY -    979,765.5   (mgal)                       NAVD 88
 LP0189
 LP0189  VERT ORDER      -  SECOND    CLASS 0
 LP0189
 LP0189.The horizontal coordinates were scaled from a map and have
 LP0189.an estimated accuracy of +/- 6 seconds.
 LP0189
 LP0189.The orthometric height was determined by differential leveling and
 LP0189.adjusted by the NATIONAL GEODETIC SURVEY
 LP0189.in June 1991.
 LP0189
 LP0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0189.GEOID18 height accuracy estimate available here.
 LP0189
 LP0189.Click photographs - Photos may exist for this station.
 LP0189
 LP0189.The dynamic height is computed by dividing the NAVD 88
 LP0189.geopotential number by the normal gravity value computed on the
 LP0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0189.degrees latitude (g = 980.6199 gals.).
 LP0189
 LP0189.The modeled gravity was interpolated from observed gravity values.
 LP0189
 LP0189;                    North         East    Units  Estimated Accuracy
 LP0189;SPC UT C     - 2,224,500.      295,070.      MT  (+/- 180 meters Scaled)
 LP0189
 LP0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK526685(NAD 83)
 LP0189
 LP0189                          SUPERSEDED SURVEY CONTROL
 LP0189
 LP0189  NGVD 29 (??/??/92) 1340.546  (m)         4398.11   (f) ADJ UNCH    2 0
 LP0189
 LP0189.Superseded values are not recommended for survey control.
 LP0189
 LP0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0189.See file dsdata.pdf to determine how the superseded data were derived.
 LP0189
 LP0189_MARKER: DB = BENCH MARK DISK
 LP0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0189_STAMPING: U 76 1934
 LP0189_MARK LOGO: CGS
 LP0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0189+STABILITY: SURFACE MOTION
 LP0189
 LP0189  HISTORY     - Date     Condition        Report By
 LP0189  HISTORY     - 1934     MONUMENTED       CGS
 LP0189
 LP0189                          STATION DESCRIPTION
 LP0189
 LP0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0189'13.9 MI N FROM GOLD HILL.
 LP0189'ABOUT 13.9 MILES NORTH ALONG THE DEEP CREEK RAILROAD FROM THE STATION
 LP0189'AT GOLD HILL, TOOELE COUNTY, ABOUT 125 FEET NORTHEAST OF THE NORTH END
 LP0189'OF A BRIDGE OVER A LARGE DRY WASH, 45 FEET EAST OF A SIDING SWITCH
 LP0189'STAND, 51 FEET EAST OF THE CENTER LINE OF THE TRACK, AND 6 FEET
 LP0189'NORTHWEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED U 76 1934 AND
 LP0189'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0122 ***********************************************************************
 LP0122  DESIGNATION -  U 77
 LP0122  PID         -  LP0122
 LP0122  STATE/COUNTY-  UT/TOOELE
 LP0122  COUNTRY     -  US
 LP0122  USGS QUAD   -  ARAGONITE NW (2017)
 LP0122
 LP0122                         *CURRENT SURVEY CONTROL
 LP0122  ______________________________________________________________________
 LP0122* NAD 83(1986) POSITION- 40 42 44.     (N) 113 08 35.     (W)   SCALED
 LP0122* NAVD 88 ORTHO HEIGHT -  1300.481 (meters)     4266.66  (feet) ADJUSTED
 LP0122  ______________________________________________________________________
 LP0122  GEOID HEIGHT    -        -17.833 (meters)                     GEOID18
 LP0122  DYNAMIC HEIGHT  -       1299.499 (meters)     4263.44  (feet) COMP
 LP0122  MODELED GRAVITY -    979,824.4   (mgal)                       NAVD 88
 LP0122
 LP0122  VERT ORDER      -  SECOND    CLASS 0
 LP0122
 LP0122.The horizontal coordinates were scaled from a map and have
 LP0122.an estimated accuracy of +/- 6 seconds.
 LP0122
 LP0122.The orthometric height was determined by differential leveling and
 LP0122.adjusted by the NATIONAL GEODETIC SURVEY
 LP0122.in June 1991.
 LP0122
 LP0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0122.GEOID18 height accuracy estimate available here.
 LP0122
 LP0122.Click photographs - Photos may exist for this station.
 LP0122
 LP0122.The dynamic height is computed by dividing the NAVD 88
 LP0122.geopotential number by the normal gravity value computed on the
 LP0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0122.degrees latitude (g = 980.6199 gals.).
 LP0122
 LP0122.The modeled gravity was interpolated from observed gravity values.
 LP0122
 LP0122;                    North         East    Units  Estimated Accuracy
 LP0122;SPC UT C     - 2,265,390.      361,170.      MT  (+/- 180 meters Scaled)
 LP0122
 LP0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL189090(NAD 83)
 LP0122
 LP0122                          SUPERSEDED SURVEY CONTROL
 LP0122
 LP0122  NGVD 29 (??/??/92) 1299.500  (m)         4263.44   (f) ADJ UNCH    2 0
 LP0122
 LP0122.Superseded values are not recommended for survey control.
 LP0122
 LP0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0122.See file dsdata.pdf to determine how the superseded data were derived.
 LP0122
 LP0122_MARKER: DB = BENCH MARK DISK
 LP0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0122_STAMPING: U 77 1934
 LP0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0122+STABILITY: SURFACE MOTION
 LP0122
 LP0122  HISTORY     - Date     Condition        Report By
 LP0122  HISTORY     - 1934     MONUMENTED       CGS
 LP0122  HISTORY     - 1970     GOOD             NGS
 LP0122
 LP0122                          STATION DESCRIPTION
 LP0122
 LP0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0122'7.6 MI E FROM KNOLLS.
 LP0122'7.6 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM KNOLLS, 87 FEET
 LP0122'NORTH OF MILE POST 853, 72 FEET NORTH OF THE NORTH RAIL AND 2 FEET
 LP0122'SOUTH OF A WITNESS POST. IT IS SET IN THE TOP OF A 12 INCH SQUARE
 LP0122'CONCRETE MONUMENT WHICH IS ABOUT 5 FEET LOWER THAN THE RAILS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0286 ***********************************************************************
 KO0286  DESIGNATION -  U 78
 KO0286  PID         -  KO0286
 KO0286  STATE/COUNTY-  UT/JUAB
 KO0286  COUNTRY     -  US
 KO0286  USGS QUAD   -  LADY LAIRD PEAK (2017)
 KO0286
 KO0286                         *CURRENT SURVEY CONTROL
 KO0286  ______________________________________________________________________
 KO0286* NAD 83(1986) POSITION- 39 34 01.     (N) 113 05 41.     (W)   SCALED
 KO0286* NAVD 88 ORTHO HEIGHT -  1732.452 (meters)     5683.89  (feet) ADJUSTED
 KO0286  ______________________________________________________________________
 KO0286  GEOID HEIGHT    -        -19.327 (meters)                     GEOID18
 KO0286  DYNAMIC HEIGHT  -       1730.782 (meters)     5678.41  (feet) COMP
 KO0286  MODELED GRAVITY -    979,601.1   (mgal)                       NAVD 88
 KO0286
 KO0286  VERT ORDER      -  SECOND    CLASS 0
 KO0286
 KO0286.The horizontal coordinates were scaled from a map and have
 KO0286.an estimated accuracy of +/- 6 seconds.
 KO0286
 KO0286.The orthometric height was determined by differential leveling and
 KO0286.adjusted by the NATIONAL GEODETIC SURVEY
 KO0286.in June 1991.
 KO0286
 KO0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0286.GEOID18 height accuracy estimate available here.
 KO0286
 KO0286.Click photographs - Photos may exist for this station.
 KO0286
 KO0286.The dynamic height is computed by dividing the NAVD 88
 KO0286.geopotential number by the normal gravity value computed on the
 KO0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0286.degrees latitude (g = 980.6199 gals.).
 KO0286
 KO0286.The modeled gravity was interpolated from observed gravity values.
 KO0286
 KO0286;                    North         East    Units  Estimated Accuracy
 KO0286;SPC UT C     - 2,138,180.      362,980.      MT  (+/- 180 meters Scaled)
 KO0286
 KO0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ200817(NAD 83)
 KO0286
 KO0286                          SUPERSEDED SURVEY CONTROL
 KO0286
 KO0286  NGVD 29 (??/??/92) 1731.253  (m)         5679.95   (f) ADJ UNCH    2 0
 KO0286
 KO0286.Superseded values are not recommended for survey control.
 KO0286
 KO0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0286.See file dsdata.pdf to determine how the superseded data were derived.
 KO0286
 KO0286_MARKER: DB = BENCH MARK DISK
 KO0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0286_STAMPING: U 78 1934
 KO0286_MARK LOGO: CGS
 KO0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0286+STABILITY: SURFACE MOTION
 KO0286
 KO0286  HISTORY     - Date     Condition        Report By
 KO0286  HISTORY     - 1934     MONUMENTED       CGS
 KO0286
 KO0286                          STATION DESCRIPTION
 KO0286
 KO0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0286'27.6 MI NW FROM ABRAHAM.
 KO0286'27.6 MILES NORTHWEST ALONG THE HINCKLEY-CALLAO ROAD FROM ABRAHAM.  96
 KO0286'FEET NORTHWEST OF THE JUNCTION WITH THE SIDE ROAD LEADING TO SWASIE,
 KO0286'30 FEET NORTHEAST OF A SMALL DRY WASH, AND 30 FEET SOUTH OF THE CENTER
 KO0286'LINE OF THE HINCKLEY-CALLAO ROAD.  SET IN TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0386 ***********************************************************************
 KO0386  DESIGNATION -  U 79
 KO0386  PID         -  KO0386
 KO0386  STATE/COUNTY-  UT/JUAB
 KO0386  COUNTRY     -  US
 KO0386  USGS QUAD   -  CALLAO (2017)
 KO0386
 KO0386                         *CURRENT SURVEY CONTROL
 KO0386  ______________________________________________________________________
 KO0386* NAD 83(1986) POSITION- 39 53 52.     (N) 113 42 32.     (W)   SCALED
 KO0386* NAVD 88 ORTHO HEIGHT -  1322.064 (meters)     4337.47  (feet) ADJUSTED
 KO0386  ______________________________________________________________________
 KO0386  GEOID HEIGHT    -        -19.436 (meters)                     GEOID18
 KO0386  DYNAMIC HEIGHT  -       1320.916 (meters)     4333.71  (feet) COMP
 KO0386  MODELED GRAVITY -    979,711.7   (mgal)                       NAVD 88
 KO0386
 KO0386  VERT ORDER      -  SECOND    CLASS 0
 KO0386
 KO0386.The horizontal coordinates were scaled from a map and have
 KO0386.an estimated accuracy of +/- 6 seconds.
 KO0386
 KO0386.The orthometric height was determined by differential leveling and
 KO0386.adjusted by the NATIONAL GEODETIC SURVEY
 KO0386.in June 1991.
 KO0386
 KO0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0386.GEOID18 height accuracy estimate available here.
 KO0386
 KO0386.Click photographs - Photos may exist for this station.
 KO0386
 KO0386.The dynamic height is computed by dividing the NAVD 88
 KO0386.geopotential number by the normal gravity value computed on the
 KO0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0386.degrees latitude (g = 980.6199 gals.).
 KO0386
 KO0386.The modeled gravity was interpolated from observed gravity values.
 KO0386
 KO0386;                    North         East    Units  Estimated Accuracy
 KO0386;SPC UT C     - 2,176,020.      311,130.      MT  (+/- 180 meters Scaled)
 KO0386
 KO0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK684199(NAD 83)
 KO0386
 KO0386                          SUPERSEDED SURVEY CONTROL
 KO0386
 KO0386  NGVD 29 (??/??/92) 1321.036  (m)         4334.10   (f) ADJ UNCH    2 0
 KO0386
 KO0386.Superseded values are not recommended for survey control.
 KO0386
 KO0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0386.See file dsdata.pdf to determine how the superseded data were derived.
 KO0386
 KO0386_MARKER: DB = BENCH MARK DISK
 KO0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0386_STAMPING: U 79 1934
 KO0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0386+STABILITY: SURFACE MOTION
 KO0386
 KO0386  HISTORY     - Date     Condition        Report By
 KO0386  HISTORY     - 1934     MONUMENTED       CGS
 KO0386
 KO0386                          STATION DESCRIPTION
 KO0386
 KO0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0386'IN CALLAO.
 KO0386'AT CALLAO, ON THE CALLAO-HINCKLEY ROAD, 0.4 MILE EAST OF THE POST
 KO0386'OFFICE, 102 FEET NORTH OF NORTHEAST CORNER OF PUBLIC SCHOOL, 2 FEET
 KO0386'WEST OF NORTH END OF SIDEWALK, 1 FOOT NORTH OF SCHOOL GROUNDS FENCE,
 KO0386'AND 42 FEET SOUTH OF CENTERLINE OF ROAD.  SET IN TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0308 ***********************************************************************
 JO0308  DESIGNATION -  U 8
 JO0308  PID         -  JO0308
 JO0308  STATE/COUNTY-  UT/IRON
 JO0308  COUNTRY     -  US
 JO0308  USGS QUAD   -  LATIMER (2017)
 JO0308
 JO0308                         *CURRENT SURVEY CONTROL
 JO0308  ______________________________________________________________________
 JO0308* NAD 83(1986) POSITION- 38 06 03.7    (N) 113 18 59.2    (W)   HD_HELD2
 JO0308* NAVD 88 ORTHO HEIGHT -  1547.702 (meters)     5077.75  (feet) ADJUSTED
 JO0308  ______________________________________________________________________
 JO0308  GEOID HEIGHT    -        -21.999 (meters)                     GEOID18
 JO0308  DYNAMIC HEIGHT  -       1546.024 (meters)     5072.25  (feet) COMP
 JO0308  MODELED GRAVITY -    979,491.1   (mgal)                       NAVD 88
 JO0308
 JO0308  VERT ORDER      -  FIRST     CLASS II
 JO0308
 JO0308.The horizontal coordinates were established by autonomous hand held GPS
 JO0308.observations and have an estimated accuracy of +/- 10 meters.
 JO0308
 JO0308.The orthometric height was determined by differential leveling and
 JO0308.adjusted by the NATIONAL GEODETIC SURVEY
 JO0308.in June 1991.
 JO0308
 JO0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0308.GEOID18 height accuracy estimate available here.
 JO0308
 JO0308.Click photographs - Photos may exist for this station.
 JO0308
 JO0308.The dynamic height is computed by dividing the NAVD 88
 JO0308.geopotential number by the normal gravity value computed on the
 JO0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0308.degrees latitude (g = 980.6199 gals.).
 JO0308
 JO0308.The modeled gravity was interpolated from observed gravity values.
 JO0308
 JO0308;                    North         East    Units  Estimated Accuracy
 JO0308;SPC UT S     - 3,160,740.      340,692.      MT  (+/- 10 meters HH2 GPS)
 JO0308
 JO0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH9688819558(NAD 83)
 JO0308
 JO0308                          SUPERSEDED SURVEY CONTROL
 JO0308
 JO0308  NGVD 29 (??/??/92) 1546.612  (m)         5074.18   (f) ADJ UNCH    1 2
 JO0308
 JO0308.Superseded values are not recommended for survey control.
 JO0308
 JO0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0308.See file dsdata.pdf to determine how the superseded data were derived.
 JO0308
 JO0308_MARKER: Q = CHISELED SQUARE
 JO0308_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JO0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0308+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2012
 JO0308
 JO0308  HISTORY     - Date     Condition        Report By
 JO0308  HISTORY     - 1908     MONUMENTED       CGS
 JO0308  HISTORY     - 1934     GOOD             CGS
 JO0308  HISTORY     - 20120229 GOOD             GEOCAC
 JO0308
 JO0308                          STATION DESCRIPTION
 JO0308
 JO0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0308'IN LATIMER.
 JO0308'AT LATIMER, IRON COUNTY, ON THE UNION PACIFIC RAILROAD, AT MILE POLE
 JO0308'550-1/2, OPPOSITE THE STATION SIGN, ABOUT 98 FEET NORTHWEST OF THE
 JO0308'CENTER LINE OF THE MAIN TRACK, AND ABOUT 4 FEET LOWER THAN THE TOP OF
 JO0308'THE RAIL.  THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE LETTERS USBM,
 JO0308'IN THE TOP OF A STONE POST.
 JO0308
 JO0308                          STATION RECOVERY (2012)
 JO0308
 JO0308'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 JO0308'MARK IS ABOUT 140 FT NORTHEAST OF A GATE IN THE NORTHWEST ROW FENCE
 JO0308'AND 2.5 FT SE OF THAT FENCE IN A GRANITE POST THAT PROTRUDES 0.40 FT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0377 ***********************************************************************
 MS0377  DESIGNATION -  U 83
 MS0377  PID         -  MS0377
 MS0377  STATE/COUNTY-  UT/BOX ELDER
 MS0377  COUNTRY     -  US
 MS0377  USGS QUAD   -  LUCIN (2017)
 MS0377
 MS0377                         *CURRENT SURVEY CONTROL
 MS0377  ______________________________________________________________________
 MS0377* NAD 83(1986) POSITION- 41 19 29.     (N) 113 54 32.     (W)   SCALED
 MS0377* NAVD 88 ORTHO HEIGHT -  1380.908 (meters)     4530.53  (feet) ADJUSTED
 MS0377  ______________________________________________________________________
 MS0377  GEOID HEIGHT    -        -16.807 (meters)                     GEOID18
 MS0377  DYNAMIC HEIGHT  -       1379.927 (meters)     4527.31  (feet) COMP
 MS0377  MODELED GRAVITY -    979,864.6   (mgal)                       NAVD 88
 MS0377
 MS0377  VERT ORDER      -  SECOND    CLASS 0
 MS0377
 MS0377.The horizontal coordinates were scaled from a map and have
 MS0377.an estimated accuracy of +/- 6 seconds.
 MS0377
 MS0377.The orthometric height was determined by differential leveling and
 MS0377.adjusted by the NATIONAL GEODETIC SURVEY
 MS0377.in June 1991.
 MS0377
 MS0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0377.GEOID18 height accuracy estimate available here.
 MS0377
 MS0377.Click photographs - Photos may exist for this station.
 MS0377
 MS0377.The dynamic height is computed by dividing the NAVD 88
 MS0377.geopotential number by the normal gravity value computed on the
 MS0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0377.degrees latitude (g = 980.6199 gals.).
 MS0377
 MS0377.The modeled gravity was interpolated from observed gravity values.
 MS0377
 MS0377;                    North         East    Units  Estimated Accuracy
 MS0377;SPC UT N     - 1,112,890.      298,360.      MT  (+/- 180 meters Scaled)
 MS0377
 MS0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL565788(NAD 83)
 MS0377
 MS0377                          SUPERSEDED SURVEY CONTROL
 MS0377
 MS0377  NGVD 29 (??/??/92) 1379.90   (m)         4527.2    (f) COMPUTED    2 0
 MS0377
 MS0377.Superseded values are not recommended for survey control.
 MS0377
 MS0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0377.See file dsdata.pdf to determine how the superseded data were derived.
 MS0377
 MS0377_MARKER: DB = BENCH MARK DISK
 MS0377_SETTING: 66 = SET IN ROCK OUTCROP
 MS0377_STAMPING: U 83 1958
 MS0377_MARK LOGO: CGS
 MS0377_MAGNETIC: N = NO MAGNETIC MATERIAL
 MS0377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0377+STABILITY: POSITION/ELEVATION WELL
 MS0377
 MS0377  HISTORY     - Date     Condition        Report By
 MS0377  HISTORY     - 1958     MONUMENTED       CGS
 MS0377  HISTORY     - 19980806 GOOD             NIMA
 MS0377
 MS0377                          STATION DESCRIPTION
 MS0377
 MS0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MS0377'1.6 MI S FROM LUCIN.
 MS0377'1.6 MILES SOUTH ALONG A GRAVEL ROAD FROM SOUTHEAST SIDE OF A LARGE
 MS0377'LAVA OUTCROP COVERED HILL, IN THE TOP OF AN 8- BY 30-FOOT LAVA OUTCROP
 MS0377'WHICH PROJECTS ABOUT 5 FEET ABOVE THE GROUND, 81 FEET WEST OF THE
 MS0377'CENTER LINE OF THE ROAD (ALSO THE CENTER OF THE NORTH APEX OF A
 MS0377'TRIANGLE FORMED BY THE JUNCTION OF A TRACK ROAD WEST), 69 FEET
 MS0377'NORTHWEST OF THE CENTER LINE OF THE TRACK ROAD, 10 FEET NORTH OF THE
 MS0377'SOUTH END OF THE OUTCROP, AND ABOUT 5 1/2 FEET HIGHER THAN THE ROADS.
 MS0377
 MS0377                          STATION RECOVERY (1998)
 MS0377
 MS0377'RECOVERY NOTE BY NATIONAL IMAGERY + MAPPING AGENCY 1998 (JDT)
 MS0377'GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0307 ***********************************************************************
 LP0307  DESIGNATION -  U 84
 LP0307  PID         -  LP0307
 LP0307  STATE/COUNTY-  UT/TOOELE
 LP0307  COUNTRY     -  US
 LP0307  USGS QUAD   -  SILVER ISLAND PASS (2017)
 LP0307
 LP0307                         *CURRENT SURVEY CONTROL
 LP0307  ______________________________________________________________________
 LP0307* NAD 83(1986) POSITION- 40 59 49.     (N) 113 58 51.     (W)   SCALED
 LP0307* NAVD 88 ORTHO HEIGHT -  1308.688 (meters)     4293.59  (feet) ADJUSTED
 LP0307  ______________________________________________________________________
 LP0307  GEOID HEIGHT    -        -17.597 (meters)                     GEOID18
 LP0307  DYNAMIC HEIGHT  -       1307.696 (meters)     4290.33  (feet) COMP
 LP0307  MODELED GRAVITY -    979,821.1   (mgal)                       NAVD 88
 LP0307
 LP0307  VERT ORDER      -  SECOND    CLASS 0
 LP0307
 LP0307.The horizontal coordinates were scaled from a map and have
 LP0307.an estimated accuracy of +/- 6 seconds.
 LP0307
 LP0307.The orthometric height was determined by differential leveling and
 LP0307.adjusted by the NATIONAL GEODETIC SURVEY
 LP0307.in June 1991.
 LP0307
 LP0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0307.GEOID18 height accuracy estimate available here.
 LP0307
 LP0307.Click photographs - Photos may exist for this station.
 LP0307
 LP0307.The dynamic height is computed by dividing the NAVD 88
 LP0307.geopotential number by the normal gravity value computed on the
 LP0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0307.degrees latitude (g = 980.6199 gals.).
 LP0307
 LP0307.The modeled gravity was interpolated from observed gravity values.
 LP0307
 LP0307;                    North         East    Units  Estimated Accuracy
 LP0307;SPC UT C     - 2,298,630.      291,270.      MT  (+/- 180 meters Scaled)
 LP0307
 LP0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL492426(NAD 83)
 LP0307
 LP0307                          SUPERSEDED SURVEY CONTROL
 LP0307
 LP0307  NGVD 29 (??/??/92) 1307.70   (m)         4290.3    (f) COMPUTED    2 0
 LP0307
 LP0307.Superseded values are not recommended for survey control.
 LP0307
 LP0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0307.See file dsdata.pdf to determine how the superseded data were derived.
 LP0307
 LP0307_MARKER: DB = BENCH MARK DISK
 LP0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0307_STAMPING: U 84 1958
 LP0307_MARK LOGO: CGS
 LP0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0307+STABILITY: SURFACE MOTION
 LP0307
 LP0307  HISTORY     - Date     Condition        Report By
 LP0307  HISTORY     - 1958     MONUMENTED       CGS
 LP0307
 LP0307                          STATION DESCRIPTION
 LP0307
 LP0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LP0307'20.75 MI N FROM WENDOVER.
 LP0307'0.9 MILE EAST ALONG U. S. HIGHWAY 40 AND 50 ALTERNATE FROM THE
 LP0307'NEVADA-UTAH STATE LINE AT WENDOVER, THENCE 5.1 MILES NORTH ALONG A
 LP0307'GRAVEL ROAD, THENCE 11.7 MILES NORTH ALONG A DIRT ROAD, THENCE 3.05
 LP0307'MILES NORTHEAST ALONG A GRAVEL ROAD, 106 FEET SOUTHEAST OF THE CENTER
 LP0307'OF THE JUNCTION OF A DIRT ROAD EAST, 36 1/2 FEET EAST OF THE CENTER
 LP0307'LINE OF THE GRAVEL ROAD, 96 FEET SOUTH OF THE CENTER LINE OF THE DIRT
 LP0307'ROAD, 3.4 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 LP0307'GRAVEL ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 LP0307'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0592 ***********************************************************************
 LO0592  DESIGNATION -  U 86
 LO0592  PID         -  LO0592
 LO0592  STATE/COUNTY-  UT/SALT LAKE
 LO0592  COUNTRY     -  US
 LO0592  USGS QUAD   -  SUGAR HOUSE (2017)
 LO0592
 LO0592                         *CURRENT SURVEY CONTROL
 LO0592  ______________________________________________________________________
 LO0592* NAD 83(1986) POSITION- 40 43 22.     (N) 111 51 34.     (W)   SCALED
 LO0592* NAVD 88 ORTHO HEIGHT -  1331.120 (meters)     4367.18  (feet) POSTED
 LO0592  ______________________________________________________________________
 LO0592  GEOID HEIGHT    -        -16.747 (meters)                     GEOID18
 LO0592  DYNAMIC HEIGHT  -       1330.05  (meters)     4363.7   (feet) COMP
 LO0592  MODELED GRAVITY -    979,777.7   (mgal)                       NAVD 88
 LO0592
 LO0592  VERT ORDER      -  * POSTED, SEE BELOW
 LO0592
 LO0592.The horizontal coordinates were scaled from a map and have
 LO0592.an estimated accuracy of +/- 6 seconds.
 LO0592
 LO0592.The orthometric height was determined by differential leveling
 LO0592.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LO0592
 LO0592.* This is a POSTED BENCH MARK height.
 LO0592
 LO0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0592.GEOID18 height accuracy estimate available here.
 LO0592
 LO0592.Click photographs - Photos may exist for this station.
 LO0592
 LO0592.The dynamic height is computed by dividing the NAVD 88
 LO0592.geopotential number by the normal gravity value computed on the
 LO0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0592.degrees latitude (g = 980.6199 gals.).
 LO0592
 LO0592.The modeled gravity was interpolated from observed gravity values.
 LO0592
 LO0592;                    North         East    Units  Estimated Accuracy
 LO0592;SPC UT C     - 2,265,350.      469,630.      MT  (+/- 180 meters Scaled)
 LO0592
 LO0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL274083(NAD 83)
 LO0592
 LO0592                          SUPERSEDED SURVEY CONTROL
 LO0592
 LO0592  NGVD 29 (??/??/92) 1330.151  (m)         4364.00   (f) ADJ UNCH    2 0
 LO0592
 LO0592.Superseded values are not recommended for survey control.
 LO0592
 LO0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0592.See file dsdata.pdf to determine how the superseded data were derived.
 LO0592
 LO0592_MARKER: DB = BENCH MARK DISK
 LO0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0592_STAMPING: U 86 1934
 LO0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0592+STABILITY: SURFACE MOTION
 LO0592
 LO0592  HISTORY     - Date     Condition        Report By
 LO0592  HISTORY     - 1934     MONUMENTED       CGS
 LO0592  HISTORY     - 1952     MARK NOT FOUND   USGS
 LO0592
 LO0592                          STATION DESCRIPTION
 LO0592
 LO0592'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 LO0592'IN SUGAR HOUSE.
 LO0592'AT SUGAR HOUSE, SALT LAKE CITY, SALT LAKE COUNTY, NEAR THE DENVER AND
 LO0592'RIO GRANDE WESTERN RAILROAD STATION, 60 FEET NORTH OF THE CENTERLINE
 LO0592'OF THE MAIN TRACK, AND 34 FEET WEST OF THE CENTERLINE OF HIGHLAND PARK
 LO0592'DRIVE.  A STANDARD DISK, STAMPED U 86 1934 AND SET IN THE TOP OF A
 LO0592'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0100 ***********************************************************************
 LP0100  DESIGNATION -  U 87
 LP0100  PID         -  LP0100
 LP0100  STATE/COUNTY-  UT/TOOELE
 LP0100  COUNTRY     -  US
 LP0100  USGS QUAD   -  POVERTY POINT (2017)
 LP0100
 LP0100                         *CURRENT SURVEY CONTROL
 LP0100  ______________________________________________________________________
 LP0100* NAD 83(1986) POSITION- 40 45 26.0    (N) 112 43 30.4    (W)   HD_HELD2
 LP0100* NAVD 88 ORTHO HEIGHT -  1286.449 (meters)     4220.62  (feet) ADJUSTED
 LP0100  ______________________________________________________________________
 LP0100  GEOID HEIGHT    -        -17.520 (meters)                     GEOID18
 LP0100  DYNAMIC HEIGHT  -       1285.483 (meters)     4217.46  (feet) COMP
 LP0100  MODELED GRAVITY -    979,829.0   (mgal)                       NAVD 88
 LP0100
 LP0100  VERT ORDER      -  SECOND    CLASS 0
 LP0100
 LP0100.The horizontal coordinates were established by autonomous hand held GPS
 LP0100.observations and have an estimated accuracy of +/- 10 meters.
 LP0100
 LP0100.The orthometric height was determined by differential leveling and
 LP0100.adjusted by the NATIONAL GEODETIC SURVEY
 LP0100.in June 1991.
 LP0100
 LP0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0100.GEOID18 height accuracy estimate available here.
 LP0100
 LP0100.Click photographs - Photos may exist for this station.
 LP0100
 LP0100.The dynamic height is computed by dividing the NAVD 88
 LP0100.geopotential number by the normal gravity value computed on the
 LP0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0100.degrees latitude (g = 980.6199 gals.).
 LP0100
 LP0100.The modeled gravity was interpolated from observed gravity values.
 LP0100
 LP0100;                    North         East    Units  Estimated Accuracy
 LP0100;SPC UT C     - 2,269,819.      396,548.      MT  (+/- 10 meters HH2 GPS)
 LP0100
 LP0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL5438113238(NAD 83)
 LP0100
 LP0100                          SUPERSEDED SURVEY CONTROL
 LP0100
 LP0100  NGVD 29 (??/??/92) 1285.452  (m)         4217.35   (f) ADJ UNCH    2 0
 LP0100
 LP0100.Superseded values are not recommended for survey control.
 LP0100
 LP0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0100.See file dsdata.pdf to determine how the superseded data were derived.
 LP0100
 LP0100_STAMPING: U 87 1934
 LP0100_MARK LOGO: CGS
 LP0100
 LP0100  HISTORY     - Date     Condition        Report By
 LP0100  HISTORY     - 1934     MONUMENTED       CGS
 LP0100  HISTORY     - 1966     GOOD             USGS
 LP0100  HISTORY     - 20180622 MARK NOT FOUND   INDIV
 LP0100
 LP0100                          STATION DESCRIPTION
 LP0100
 LP0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0100'15.0 MI W FROM BURMESTER.
 LP0100'15.0 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION AT
 LP0100'BURMESTER, TOOELE COUNTY, 6-1/2 POLES WEST OF MILEPOST 882, 5 POLES
 LP0100'WEST OF A WOODEN TRESTLE, AND 200 FEET SOUTH OF THE TRACK.  A STANDARD
 LP0100'DISK, STAMPED U 87 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LP0100
 LP0100                          STATION RECOVERY (1966)
 LP0100
 LP0100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LP0100'RECOVERED IN GOOD CONDITION.
 LP0100
 LP0100                          STATION RECOVERY (2018)
 LP0100
 LP0100'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (DLB)
 LP0100'THE MONUMENT HAS BEEN REMOVED FROM THE CONCRETE BASE.  FOUND THE
 LP0100'CONCRETE BASE, BROKEN OFF LEVEL WITH THE GROUND AND WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0112 ***********************************************************************
 MS0112  DESIGNATION -  U 88
 MS0112  PID         -  MS0112
 MS0112  STATE/COUNTY-  UT/BOX ELDER
 MS0112  COUNTRY     -  US
 MS0112  USGS QUAD   -  HOWELL (2017)
 MS0112
 MS0112                         *CURRENT SURVEY CONTROL
 MS0112  ______________________________________________________________________
 MS0112* NAD 83(1986) POSITION- 41 51 48.     (N) 112 27 29.     (W)   SCALED
 MS0112* NAVD 88 ORTHO HEIGHT -  1432.737 (meters)     4700.57  (feet) ADJUSTED
 MS0112  ______________________________________________________________________
 MS0112  GEOID HEIGHT    -        -15.091 (meters)                     GEOID18
 MS0112  DYNAMIC HEIGHT  -       1431.749 (meters)     4697.33  (feet) COMP
 MS0112  MODELED GRAVITY -    979,882.6   (mgal)                       NAVD 88
 MS0112
 MS0112  VERT ORDER      -  SECOND    CLASS 0
 MS0112
 MS0112.The horizontal coordinates were scaled from a map and have
 MS0112.an estimated accuracy of +/- 6 seconds.
 MS0112
 MS0112.The orthometric height was determined by differential leveling and
 MS0112.adjusted by the NATIONAL GEODETIC SURVEY
 MS0112.in June 1991.
 MS0112
 MS0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0112.GEOID18 height accuracy estimate available here.
 MS0112
 MS0112.Click photographs - Photos may exist for this station.
 MS0112
 MS0112.The dynamic height is computed by dividing the NAVD 88
 MS0112.geopotential number by the normal gravity value computed on the
 MS0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0112.degrees latitude (g = 980.6199 gals.).
 MS0112
 MS0112.The modeled gravity was interpolated from observed gravity values.
 MS0112
 MS0112;                    North         East    Units  Estimated Accuracy
 MS0112;SPC UT N     - 1,170,350.      420,460.      MT  (+/- 180 meters Scaled)
 MS0112
 MS0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM789356(NAD 83)
 MS0112
 MS0112                          SUPERSEDED SURVEY CONTROL
 MS0112
 MS0112  NGVD 29 (??/??/92) 1431.693  (m)         4697.15   (f) ADJ UNCH    2 0
 MS0112
 MS0112.Superseded values are not recommended for survey control.
 MS0112
 MS0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0112.See file dsdata.pdf to determine how the superseded data were derived.
 MS0112
 MS0112_MARKER: DB = BENCH MARK DISK
 MS0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0112_STAMPING: U 88 1934
 MS0112_MARK LOGO: CGS
 MS0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0112+STABILITY: SURFACE MOTION
 MS0112
 MS0112  HISTORY     - Date     Condition        Report By
 MS0112  HISTORY     - 1934     MONUMENTED       CGS
 MS0112  HISTORY     - 1968     MARK NOT FOUND   USGS
 MS0112
 MS0112                          STATION DESCRIPTION
 MS0112
 MS0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0112'15.7 MI SE FROM SNOWVILLE.
 MS0112'15.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 S FROM THE CAFE BUILDING AT
 MS0112'SNOWVILLE, AT FOUR CORNERS, 150 FEET NORTHWEST OF THE FARMERS NATIONAL
 MS0112'WAREHOUSE CORP. BUILDING, 45 FEET NORTHEAST OF THE CENTER LINE OF THE
 MS0112'HIGHWAY, AND IN THE TOP OF A CONCRETE POST.  NOTE-- RECENT CULTURAL
 MS0112'CHANGE (FREEWAY).
 MS0112
 MS0112                          STATION RECOVERY (1968)
 MS0112
 MS0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MS0112'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0250 ***********************************************************************
 MS0250  DESIGNATION -  U 89
 MS0250  PID         -  MS0250
 MS0250  STATE/COUNTY-  UT/BOX ELDER
 MS0250  COUNTRY     -  US
 MS0250  USGS QUAD   -  MONUMENT PEAK NW (2017)
 MS0250
 MS0250                         *CURRENT SURVEY CONTROL
 MS0250  ______________________________________________________________________
 MS0250* NAD 83(1986) POSITION- 41 53 14.56   (N) 112 55 40.44   (W)   HD_HELD1
 MS0250* NAVD 88 ORTHO HEIGHT -  1324.437 (meters)     4345.26  (feet) ADJUSTED
 MS0250  ______________________________________________________________________
 MS0250  GEOID HEIGHT    -        -15.192 (meters)                     GEOID18
 MS0250  DYNAMIC HEIGHT  -       1323.576 (meters)     4342.43  (feet) COMP
 MS0250  MODELED GRAVITY -    979,925.7   (mgal)                       NAVD 88
 MS0250
 MS0250  VERT ORDER      -  SECOND    CLASS 0
 MS0250
 MS0250.The horizontal coordinates were determined by differentially corrected
 MS0250.hand held GPS observations or other comparable positioning techniques
 MS0250.and have an estimated accuracy of +/- 3 meters.
 MS0250
 MS0250.The orthometric height was determined by differential leveling and
 MS0250.adjusted by the NATIONAL GEODETIC SURVEY
 MS0250.in June 1991.
 MS0250
 MS0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0250.GEOID18 height accuracy estimate available here.
 MS0250
 MS0250.Click photographs - Photos may exist for this station.
 MS0250
 MS0250.The dynamic height is computed by dividing the NAVD 88
 MS0250.geopotential number by the normal gravity value computed on the
 MS0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0250.degrees latitude (g = 980.6199 gals.).
 MS0250
 MS0250.The modeled gravity was interpolated from observed gravity values.
 MS0250
 MS0250;                    North         East    Units  Estimated Accuracy
 MS0250;SPC UT N     - 1,173,558.1     381,492.2     MT  (+/- 3 meters HH1 GPS) 
 MS0250
 MS0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM4005139069(NAD 83)
 MS0250
 MS0250                          SUPERSEDED SURVEY CONTROL
 MS0250
 MS0250  NGVD 29 (??/??/92) 1323.434  (m)         4341.97   (f) ADJ UNCH    2 0
 MS0250
 MS0250.Superseded values are not recommended for survey control.
 MS0250
 MS0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0250.See file dsdata.pdf to determine how the superseded data were derived.
 MS0250
 MS0250_MARKER: DB = BENCH MARK DISK
 MS0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0250_STAMPING: U 89 1934
 MS0250_MARK LOGO: CGS
 MS0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0250+STABILITY: SURFACE MOTION
 MS0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0250+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2020
 MS0250
 MS0250  HISTORY     - Date     Condition        Report By
 MS0250  HISTORY     - 1934     MONUMENTED       CGS
 MS0250  HISTORY     - 20200404 POOR             INDIV
 MS0250
 MS0250                          STATION DESCRIPTION
 MS0250
 MS0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0250'14.6 MI NE FROM KELTON.
 MS0250'ABOUT 14.6 MILES NORTHEAST ALONG THE ROAD LEADING TO A JUNCTION WITH
 MS0250'U.S. HIGHWAY 30S FROM THE SOUTHERN PACIFIC CO. RAILROAD FREIGHT
 MS0250'STATION AT KELTON, BOX ELDER COUNTY, ABOUT 8.6 MILES SOUTHWEST OF THE
 MS0250'JUNCTION, AND 20 FEET EAST OF THE CENTER LINE OF THE ROAD.  A STANDARD
 MS0250'DISK, STAMPED U 89 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MS0250
 MS0250                          STATION RECOVERY (2020)
 MS0250
 MS0250'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 MS0250'DRIVING DIRECTIONS TO THE BENCH MARK ARE AS FOLLOWS.  FROM EXIT 5 ON
 MS0250'INTERSTATE 84 HEAD WEST ON UT30, IN 7.5 MI (12.1 KM) TURN LEFT ONTO
 MS0250'36400 WEST ROAD, IN 4.1 MI (6.6 KM) TURN RIGHT ONCE ACROSS THE CATTLE
 MS0250'GUARD, IN 0.2 MI (0.3 KM) KEEP LEFT ON THE MAINTAINED ROAD, IN 1.4 MI
 MS0250'(2.3 KM) THE DISK WILL BE ON THE EAST SIDE OF THE ROAD.  CONCRETE
 MS0250'MONUMENT IS DAMAGED BUT DISK IS STILL SOLID.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0533 ***********************************************************************
 LO0533  DESIGNATION -  U 90
 LO0533  PID         -  LO0533
 LO0533  STATE/COUNTY-  UT/DAVIS
 LO0533  COUNTRY     -  US
 LO0533  USGS QUAD   -  FARMINGTON (2017)
 LO0533
 LO0533                         *CURRENT SURVEY CONTROL
 LO0533  ______________________________________________________________________
 LO0533* NAD 83(1986) POSITION- 40 54 23.52   (N) 111 53 31.98   (W)   HD_HELD1
 LO0533* NAVD 88 ORTHO HEIGHT -  1298.648 (meters)     4260.65  (feet) ADJUSTED
 LO0533  ______________________________________________________________________
 LO0533  GEOID HEIGHT    -        -16.631 (meters)                     GEOID18
 LO0533  DYNAMIC HEIGHT  -       1297.655 (meters)     4257.39  (feet) COMP
 LO0533  MODELED GRAVITY -    979,815.2   (mgal)                       NAVD 88
 LO0533
 LO0533  VERT ORDER      -  FIRST     CLASS I
 LO0533
 LO0533.The horizontal coordinates were determined by differentially corrected
 LO0533.hand held GPS observations or other comparable positioning techniques
 LO0533.and have an estimated accuracy of +/- 3 meters.
 LO0533
 LO0533.The orthometric height was determined by differential leveling and
 LO0533.adjusted by the NATIONAL GEODETIC SURVEY
 LO0533.in June 1991.
 LO0533
 LO0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0533.GEOID18 height accuracy estimate available here.
 LO0533
 LO0533.Click photographs - Photos may exist for this station.
 LO0533
 LO0533.The dynamic height is computed by dividing the NAVD 88
 LO0533.geopotential number by the normal gravity value computed on the
 LO0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0533.degrees latitude (g = 980.6199 gals.).
 LO0533
 LO0533.The modeled gravity was interpolated from observed gravity values.
 LO0533
 LO0533;                    North         East    Units  Estimated Accuracy
 LO0533;SPC UT N     - 1,063,727.8     466,955.2     MT  (+/- 3 meters HH1 GPS) 
 LO0533
 LO0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2485628764(NAD 83)
 LO0533
 LO0533                          SUPERSEDED SURVEY CONTROL
 LO0533
 LO0533  NGVD 29 (??/??/92) 1297.709  (m)         4257.57   (f) ADJ UNCH    1 1
 LO0533
 LO0533.Superseded values are not recommended for survey control.
 LO0533
 LO0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0533.See file dsdata.pdf to determine how the superseded data were derived.
 LO0533
 LO0533_MARKER: DB = BENCH MARK DISK
 LO0533_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LO0533_SP_SET: BOX CULVERT HEADWALL
 LO0533_STAMPING: U 90 1953
 LO0533_MARK LOGO: CGS
 LO0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0533+STABILITY: SURFACE MOTION
 LO0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0533+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2008
 LO0533
 LO0533  HISTORY     - Date     Condition        Report By
 LO0533  HISTORY     - 1953     MONUMENTED       CGS
 LO0533  HISTORY     - 1967     GOOD             CGS
 LO0533  HISTORY     - 19981206 GOOD             INDIV
 LO0533  HISTORY     - 20080313 GOOD             INDIV
 LO0533
 LO0533                          STATION DESCRIPTION
 LO0533
 LO0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0533'1.6 MI N FROM WOODS CROSS.
 LO0533'1.6 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LO0533'WOODS CROSS, AT THE CROSSING OF 1800 NORTH STREET, ABOUT 1/2 POLE
 LO0533'NORTH OF MILEPOLE 26.5, IN THE TOP AND 1.0 FOOT SOUTH OF THE NORTH END
 LO0533'OF THE WEST CONCRETE HEAD WALL OF LARGE CONCRETE BOX CULVERT 26.49,
 LO0533'11.7 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 36 FEET SOUTH OF
 LO0533'THE CENTER LINE OF THE STREET, AND ABOUT 1/2 FOOT LOWER THAN THE
 LO0533'TRACK.
 LO0533
 LO0533                          STATION RECOVERY (1998)
 LO0533
 LO0533'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (RW)
 LO0533'RECOVERED IN GOOD CONDITION.
 LO0533
 LO0533                          STATION RECOVERY (2008)
 LO0533
 LO0533'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (RCW)
 LO0533'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0432 ***********************************************************************
 MR0432  DESIGNATION -  U 92
 MR0432  PID         -  MR0432
 MR0432  STATE/COUNTY-  UT/DAVIS
 MR0432  COUNTRY     -  US
 MR0432  USGS QUAD   -  OGDEN (2017)
 MR0432
 MR0432                         *CURRENT SURVEY CONTROL
 MR0432  ______________________________________________________________________
 MR0432* NAD 83(1986) POSITION- 41 07 39.     (N) 111 57 50.     (W)   SCALED
 MR0432* NAVD 88 ORTHO HEIGHT -  1462.211 (meters)     4797.27  (feet) ADJUSTED
 MR0432  ______________________________________________________________________
 MR0432  GEOID HEIGHT    -        -16.719 (meters)                     GEOID18
 MR0432  DYNAMIC HEIGHT  -       1461.069 (meters)     4793.52  (feet) COMP
 MR0432  MODELED GRAVITY -    979,791.8   (mgal)                       NAVD 88
 MR0432
 MR0432  VERT ORDER      -  FIRST     CLASS II
 MR0432
 MR0432.The horizontal coordinates were scaled from a map and have
 MR0432.an estimated accuracy of +/- 6 seconds.
 MR0432
 MR0432.The orthometric height was determined by differential leveling and
 MR0432.adjusted by the NATIONAL GEODETIC SURVEY
 MR0432.in June 1991.
 MR0432
 MR0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0432.GEOID18 height accuracy estimate available here.
 MR0432
 MR0432.Click photographs - Photos may exist for this station.
 MR0432
 MR0432.The dynamic height is computed by dividing the NAVD 88
 MR0432.geopotential number by the normal gravity value computed on the
 MR0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0432.degrees latitude (g = 980.6199 gals.).
 MR0432
 MR0432.The modeled gravity was interpolated from observed gravity values.
 MR0432
 MR0432;                    North         East    Units  Estimated Accuracy
 MR0432;SPC UT N     - 1,088,300.      461,050.      MT  (+/- 180 meters Scaled)
 MR0432
 MR0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL190533(NAD 83)
 MR0432
 MR0432                          SUPERSEDED SURVEY CONTROL
 MR0432
 MR0432  NGVD 29 (??/??/92) 1461.266  (m)         4794.17   (f) ADJ UNCH    1 2
 MR0432
 MR0432.Superseded values are not recommended for survey control.
 MR0432
 MR0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0432.See file dsdata.pdf to determine how the superseded data were derived.
 MR0432
 MR0432_MARKER: DB = BENCH MARK DISK
 MR0432_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MR0432+WITH SETTING: PAVEMENT
 MR0432_SP_SET: MANHOLE
 MR0432_STAMPING: U 92 1953
 MR0432_MARK LOGO: CGS
 MR0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0432+STABILITY: SURFACE MOTION
 MR0432
 MR0432  HISTORY     - Date     Condition        Report By
 MR0432  HISTORY     - 1953     MONUMENTED       CGS
 MR0432  HISTORY     - 19880401 MARK NOT FOUND   USGS
 MR0432  HISTORY     - 2002     GOOD             NGS
 MR0432
 MR0432                          STATION DESCRIPTION
 MR0432
 MR0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MR0432'IN HILL AIR FORCE BASE.
 MR0432'AT HILL AIR FORCE BASE, 0.9 MILE NORTHEAST OF THE ADMINISTRATION
 MR0432'BUILDING, ABOUT 120 YARDS SOUTH OF THE EAST CORNER OF BUILDING E 1080,
 MR0432'IN THE TOP OF THE WEST CORNER OF 7 1/2- BY 5 1/2-FOOT CONCRETE
 MR0432'ELECTRIC MANHOLE NO. 2, AND 0.1 FOOT ABOVE THE GROUND.
 MR0432
 MR0432                          STATION RECOVERY (1988)
 MR0432
 MR0432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (GH)
 MR0432'MARK NOT FOUND.
 MR0432
 MR0432                          STATION RECOVERY (2002)
 MR0432
 MR0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (BES)
 MR0432'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0064 ***********************************************************************
 MS0064  DESIGNATION -  U 93
 MS0064  PID         -  MS0064
 MS0064  STATE/COUNTY-  UT/BOX ELDER
 MS0064  COUNTRY     -  US
 MS0064  USGS QUAD   -  BEAR RIVER CITY (2017)
 MS0064
 MS0064                         *CURRENT SURVEY CONTROL
 MS0064  ______________________________________________________________________
 MS0064* NAD 83(1986) POSITION- 41 33 56.     (N) 112 10 40.     (W)   SCALED
 MS0064* NAVD 88 ORTHO HEIGHT -  1292.320 (meters)     4239.89  (feet) ADJUSTED
 MS0064  ______________________________________________________________________
 MS0064  GEOID HEIGHT    -        -16.167 (meters)                     GEOID18
 MS0064  DYNAMIC HEIGHT  -       1291.423 (meters)     4236.94  (feet) COMP
 MS0064  MODELED GRAVITY -    979,884.4   (mgal)                       NAVD 88
 MS0064
 MS0064  VERT ORDER      -  FIRST     CLASS II
 MS0064
 MS0064.The horizontal coordinates were scaled from a map and have
 MS0064.an estimated accuracy of +/- 6 seconds.
 MS0064
 MS0064.The orthometric height was determined by differential leveling and
 MS0064.adjusted by the NATIONAL GEODETIC SURVEY
 MS0064.in June 1991.
 MS0064
 MS0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0064.GEOID18 height accuracy estimate available here.
 MS0064
 MS0064.Click photographs - Photos may exist for this station.
 MS0064
 MS0064.The dynamic height is computed by dividing the NAVD 88
 MS0064.geopotential number by the normal gravity value computed on the
 MS0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0064.degrees latitude (g = 980.6199 gals.).
 MS0064
 MS0064.The modeled gravity was interpolated from observed gravity values.
 MS0064
 MS0064;                    North         East    Units  Estimated Accuracy
 MS0064;SPC UT N     - 1,137,060.      443,470.      MT  (+/- 180 meters Scaled)
 MS0064
 MS0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM017022(NAD 83)
 MS0064
 MS0064                          SUPERSEDED SURVEY CONTROL
 MS0064
 MS0064  NGVD 29 (??/??/92) 1291.324  (m)         4236.62   (f) ADJ UNCH    1 2
 MS0064
 MS0064.Superseded values are not recommended for survey control.
 MS0064
 MS0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0064.See file dsdata.pdf to determine how the superseded data were derived.
 MS0064
 MS0064_MARKER: DB = BENCH MARK DISK
 MS0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0064_STAMPING: U 93 1953
 MS0064_MARK LOGO: CGS
 MS0064_PROJECTION: PROJECTING 5 CENTIMETERS
 MS0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0064+STABILITY: SURFACE MOTION
 MS0064
 MS0064  HISTORY     - Date     Condition        Report By
 MS0064  HISTORY     - 1953     MONUMENTED       CGS
 MS0064  HISTORY     - 1972     POOR             USGS
 MS0064  HISTORY     - 1984     SEE DESCRIPTION  NGS
 MS0064
 MS0064                          STATION DESCRIPTION
 MS0064
 MS0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0064'3.8 MI W FROM CORINNE.
 MS0064'0.2 MILE NORTH ALONG FOURTH STREET FROM THE PUBLIC SCHOOL AT CORINNE,
 MS0064'THENCE 3.6 MILES WEST ALONG STATE HIGHWAY 83.  AT THE T JUNCTION OF A
 MS0064'GRAVELED ROAD LEADING NORTH, 86.4 FEET NORTH OF THE CENTER LINE OF THE
 MS0064'HIGHWAY, 31 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 28.5 FEET
 MS0064'NORTH OF THE NORTHEAST CORNER OF THE CONCRETE HEAD WALL AT A SPRING
 MS0064'OUTLET, 1.1 FEET WEST OF A FENCE, 2.0 FEET SOUTH OF A WITESS POST,
 MS0064'ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 MS0064'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MS0064
 MS0064                          STATION RECOVERY (1972)
 MS0064
 MS0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MS0064'MARK RECOVERED IN POOR CONDITION.
 MS0064
 MS0064                          STATION RECOVERY (1984)
 MS0064
 MS0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0064'NEW DESCRIPTION FOLLOWS.  10.54 KM (6.55 MI) NORTHWEST ALONG STATE
 MS0064'HIGHWAY 13 FROM THE COURTHOUSE IN BRIGHAM CITY, THENCE 5.75 KM
 MS0064'(3.57 MI) NORTHWEST ALONG STATE HIGHWAY 83, IN THE NORTHEAST CORNER OF
 MS0064'THE INTERSECTION OF 6800 WEST STREET, 30.8 METERS (101 FT) NORTHEAST
 MS0064'OF THE HIGHWAY CENTERLINE, 25.7 METERS (84 FT) SOUTH OF THE SOUTH GATE
 MS0064'POST FOR A WIRE GATE, 9.4 METERS (31 FT) EAST OF THE CENTER OF THE
 MS0064'STREET AND 3.9 METERS (13 FT) WEST OF A WOOD RAIL FENCE.  NOTE--THIS
 MS0064'MARK IS LEANING TO THE NORTH AND MAY HAVE BEEN HIT BY MACHINERY.
 MS0064'THE MARK IS 0.8 METERS  S FROM A WITNESS POST.
 MS0064'THE MARK IS 0.4 M BELOW THE STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0188 ***********************************************************************
 MS0188  DESIGNATION -  U 94
 MS0188  PID         -  MS0188
 MS0188  STATE/COUNTY-  UT/BOX ELDER
 MS0188  COUNTRY     -  US
 MS0188  USGS QUAD   -  GOLDEN SPIKE MONUMENT (2017)
 MS0188
 MS0188                         *CURRENT SURVEY CONTROL
 MS0188  ______________________________________________________________________
 MS0188* NAD 83(1986) POSITION- 41 35 13.     (N) 112 35 04.     (W)   SCALED
 MS0188* NAVD 88 ORTHO HEIGHT -  1491.703 (meters)     4894.03  (feet) ADJUSTED
 MS0188  ______________________________________________________________________
 MS0188  GEOID HEIGHT    -        -15.771 (meters)                     GEOID18
 MS0188  DYNAMIC HEIGHT  -       1490.666 (meters)     4890.63  (feet) COMP
 MS0188  MODELED GRAVITY -    979,874.9   (mgal)                       NAVD 88
 MS0188
 MS0188  VERT ORDER      -  FIRST     CLASS II
 MS0188
 MS0188.The horizontal coordinates were scaled from a map and have
 MS0188.an estimated accuracy of +/- 6 seconds.
 MS0188
 MS0188.The orthometric height was determined by differential leveling and
 MS0188.adjusted by the NATIONAL GEODETIC SURVEY
 MS0188.in June 1991.
 MS0188
 MS0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0188.GEOID18 height accuracy estimate available here.
 MS0188
 MS0188.Click photographs - Photos may exist for this station.
 MS0188
 MS0188.The dynamic height is computed by dividing the NAVD 88
 MS0188.geopotential number by the normal gravity value computed on the
 MS0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0188.degrees latitude (g = 980.6199 gals.).
 MS0188
 MS0188.The modeled gravity was interpolated from observed gravity values.
 MS0188
 MS0188;                    North         East    Units  Estimated Accuracy
 MS0188;SPC UT N     - 1,139,780.      409,580.      MT  (+/- 180 meters Scaled)
 MS0188
 MS0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM679051(NAD 83)
 MS0188
 MS0188                          SUPERSEDED SURVEY CONTROL
 MS0188
 MS0188  NGVD 29 (??/??/92) 1490.700  (m)         4890.74   (f) ADJ UNCH    1 2
 MS0188
 MS0188.Superseded values are not recommended for survey control.
 MS0188
 MS0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0188.See file dsdata.pdf to determine how the superseded data were derived.
 MS0188
 MS0188_MARKER: DB = BENCH MARK DISK
 MS0188_SETTING: 66 = SET IN ROCK OUTCROP
 MS0188_STAMPING: U 94 1953
 MS0188_MARK LOGO: CGS
 MS0188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0188+STABILITY: POSITION/ELEVATION WELL
 MS0188
 MS0188  HISTORY     - Date     Condition        Report By
 MS0188  HISTORY     - 1953     MONUMENTED       CGS
 MS0188
 MS0188                          STATION DESCRIPTION
 MS0188
 MS0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0188'2.9 MI SW FROM PROMONTORY.
 MS0188'2.9 MILES SOUTHWEST ALONG A COUNTY GRAVELED ROAD FROM THE GOLDEN SPIKE
 MS0188'MONUMENT AT PROMONTORY, 0.25 MILE SOUTHWEST OF MILEPOLE 770 OF THE
 MS0188'ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD, 0.15 MILE NORTHEAST OF
 MS0188'THE Y JUNCTION OF A DIRT ROAD LEADING WEST ACROSS THE OLD RAILROAD BED
 MS0188'AND THE BEGINNING OF A GRAVELED ROAD ON THE OLD RAILROAD BED, 145 FEET
 MS0188'(SLOPE MEASUREMENT) NORTHWEST OF THE CENTER LINE OF THE ROAD, 89 FEET
 MS0188'(SLOPE MEASUREMENT) NORTHWEST OF THE CENTER LINE OF THE OLD RAILROAD
 MS0188'BED, 23 1/2 FEET NORTH OF A TELEPHONE POLE MARKED BY THE WHITE PAINTED
 MS0188'LETTERS BM, ABOUT 22 FEET HIGHER THAN THE ROAD, ABOUT 25 FEET HIGHER
 MS0188'THAN THE OLD RAILROAD BED, AND IN THE TOP OF A SMALL BENCH ON THE
 MS0188'SOUTHEAST END OF A 6- BY 3-FOOT OUTCROP MARKED BY THE WHITE PAINTED
 MS0188'LETTERS BM.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0288 ***********************************************************************
 MS0288  DESIGNATION -  U 95
 MS0288  PID         -  MS0288
 MS0288  STATE/COUNTY-  UT/BOX ELDER
 MS0288  COUNTRY     -  US
 MS0288  USGS QUAD   -  MATLIN (2017)
 MS0288
 MS0288                         *CURRENT SURVEY CONTROL
 MS0288  ______________________________________________________________________
 MS0288* NAD 83(1986) POSITION- 41 35 10.9    (N) 113 17 03.1    (W)   HD_HELD2
 MS0288* NAVD 88 ORTHO HEIGHT -  1408.902 (meters)     4622.37  (feet) ADJUSTED
 MS0288  ______________________________________________________________________
 MS0288  GEOID HEIGHT    -        -15.974 (meters)                     GEOID18
 MS0288  DYNAMIC HEIGHT  -       1407.928 (meters)     4619.18  (feet) COMP
 MS0288  MODELED GRAVITY -    979,881.9   (mgal)                       NAVD 88
 MS0288
 MS0288  VERT ORDER      -  FIRST     CLASS II
 MS0288
 MS0288.The horizontal coordinates were established by autonomous hand held GPS
 MS0288.observations and have an estimated accuracy of +/- 10 meters.
 MS0288
 MS0288.The orthometric height was determined by differential leveling and
 MS0288.adjusted by the NATIONAL GEODETIC SURVEY
 MS0288.in June 1991.
 MS0288
 MS0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0288.GEOID18 height accuracy estimate available here.
 MS0288
 MS0288.Click photographs - Photos may exist for this station.
 MS0288
 MS0288.The dynamic height is computed by dividing the NAVD 88
 MS0288.geopotential number by the normal gravity value computed on the
 MS0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0288.degrees latitude (g = 980.6199 gals.).
 MS0288
 MS0288.The modeled gravity was interpolated from observed gravity values.
 MS0288
 MS0288;                    North         East    Units  Estimated Accuracy
 MS0288;SPC UT N     - 1,140,678.      351,239.      MT  (+/- 10 meters HH2 GPS)
 MS0288
 MS0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM0960206371(NAD 83)
 MS0288
 MS0288                          SUPERSEDED SURVEY CONTROL
 MS0288
 MS0288  NGVD 29 (??/??/92) 1407.856  (m)         4618.94   (f) ADJ UNCH    1 2
 MS0288
 MS0288.Superseded values are not recommended for survey control.
 MS0288
 MS0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0288.See file dsdata.pdf to determine how the superseded data were derived.
 MS0288
 MS0288_MARKER: DB = BENCH MARK DISK
 MS0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0288_STAMPING: U 95 1953
 MS0288_MARK LOGO: CGS
 MS0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0288+STABILITY: SURFACE MOTION
 MS0288
 MS0288  HISTORY     - Date     Condition        Report By
 MS0288  HISTORY     - 1953     MONUMENTED       CGS
 MS0288
 MS0288                          STATION DESCRIPTION
 MS0288
 MS0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0288'16.5 MI SW FROM KELTON.
 MS0288'16.5 MILES SOUTHWEST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0288'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0288'KELTON, 0.3 MILE SOUTHWEST OF THE JUNCTION OF A TRACK ROAD LEADING
 MS0288'SOUTHEAST, 7 FEET NORTHEAST OF MILEPOLE 717, 42 FEET NORTHWEST OF THE
 MS0288'CENTER LINE OF THE ROAD, 2.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT 2
 MS0288'FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MS0288'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0348 ***********************************************************************
 MS0348  DESIGNATION -  U 96
 MS0348  PID         -  MS0348
 MS0348  STATE/COUNTY-  UT/BOX ELDER
 MS0348  COUNTRY     -  US
 MS0348  USGS QUAD   -  BOVINE (2017)
 MS0348
 MS0348                         *CURRENT SURVEY CONTROL
 MS0348  ______________________________________________________________________
 MS0348* NAD 83(1986) POSITION- 41 25 32.     (N) 113 43 02.     (W)   SCALED
 MS0348* NAVD 88 ORTHO HEIGHT -  1327.618 (meters)     4355.69  (feet) ADJUSTED
 MS0348  ______________________________________________________________________
 MS0348  GEOID HEIGHT    -        -16.581 (meters)                     GEOID18
 MS0348  DYNAMIC HEIGHT  -       1326.680 (meters)     4352.62  (feet) COMP
 MS0348  MODELED GRAVITY -    979,870.9   (mgal)                       NAVD 88
 MS0348
 MS0348  VERT ORDER      -  FIRST     CLASS II
 MS0348
 MS0348.The horizontal coordinates were scaled from a map and have
 MS0348.an estimated accuracy of +/- 6 seconds.
 MS0348
 MS0348.The orthometric height was determined by differential leveling and
 MS0348.adjusted by the NATIONAL GEODETIC SURVEY
 MS0348.in June 1991.
 MS0348
 MS0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0348.GEOID18 height accuracy estimate available here.
 MS0348
 MS0348.Click photographs - Photos may exist for this station.
 MS0348
 MS0348.The dynamic height is computed by dividing the NAVD 88
 MS0348.geopotential number by the normal gravity value computed on the
 MS0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0348.degrees latitude (g = 980.6199 gals.).
 MS0348
 MS0348.The modeled gravity was interpolated from observed gravity values.
 MS0348
 MS0348;                    North         East    Units  Estimated Accuracy
 MS0348;SPC UT N     - 1,123,660.      314,690.      MT  (+/- 180 meters Scaled)
 MS0348
 MS0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL729895(NAD 83)
 MS0348
 MS0348                          SUPERSEDED SURVEY CONTROL
 MS0348
 MS0348  NGVD 29 (??/??/92) 1326.585  (m)         4352.30   (f) ADJ UNCH    1 2
 MS0348
 MS0348.Superseded values are not recommended for survey control.
 MS0348
 MS0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0348.See file dsdata.pdf to determine how the superseded data were derived.
 MS0348
 MS0348_MARKER: DB = BENCH MARK DISK
 MS0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0348_STAMPING: U 96 1953
 MS0348_MARK LOGO: CGS
 MS0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0348+STABILITY: SURFACE MOTION
 MS0348
 MS0348  HISTORY     - Date     Condition        Report By
 MS0348  HISTORY     - 1953     MONUMENTED       CGS
 MS0348
 MS0348                          STATION DESCRIPTION
 MS0348
 MS0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0348'9.3 MI SW FROM WATERCRESS.
 MS0348'9.3 MILES SOUTHWEST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0348'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0348'WATERCRESS, 0.4 MILE (16 POLES) NORTHEAST OF MILEPOLE 690, 0.1 MILE
 MS0348'NORTHEAST OF A 20-FOOT WOODEN BRIDGE, 47 1/2 FEET NORTHWEST OF THE
 MS0348'CENTER LINE OF THE ROAD, IN LINE WITH A ROW OF POLES, 11 FEET
 MS0348'SOUTHWEST OF TELEPHONE POLE 50B, 2.2 FEET NORTHEAST OF A WITNESS POST,
 MS0348'ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 MS0348'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DI2116 ***********************************************************************
 DI2116  SACS        -  This is a Secondary Airport Control Station.
 DI2116  DESIGNATION -  U14 B
 DI2116  PID         -  DI2116
 DI2116  STATE/COUNTY-  UT/JUAB
 DI2116  COUNTRY     -  US
 DI2116  USGS QUAD   -  NEPHI (2017)
 DI2116
 DI2116                         *CURRENT SURVEY CONTROL
 DI2116  ______________________________________________________________________
 DI2116* NAD 83(2011) POSITION- 39 44 41.71624(N) 111 52 06.36583(W)   ADJUSTED
 DI2116* NAD 83(2011) ELLIP HT-  1501.824 (meters)        (06/27/12)   ADJUSTED
 DI2116* NAD 83(2011) EPOCH   -  2010.00
 DI2116* NAVD 88 ORTHO HEIGHT -  1519.45  (meters)     4985.1   (feet) GPS OBS
 DI2116  ______________________________________________________________________
 DI2116  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI2116  GEOID HEIGHT    -        -17.720 (meters)                     GEOID03
 DI2116  GEOID HEIGHT    -        -17.665 (meters)                     GEOID18
 DI2116  NAD 83(2011) X  - -1,829,611.979 (meters)                     COMP
 DI2116  NAD 83(2011) Y  - -4,558,557.959 (meters)                     COMP
 DI2116  NAD 83(2011) Z  -  4,057,209.464 (meters)                     COMP
 DI2116  LAPLACE CORR    -          5.28  (seconds)                    DEFLEC18
 DI2116
 DI2116  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI2116  Standards:
 DI2116         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI2116            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI2116  -------------------------------------------------------------------
 DI2116  NETWORK    0.56   1.41           0.25   0.20   0.72      0.00446480
 DI2116  -------------------------------------------------------------------
 DI2116  Click here for local accuracies and other accuracy information.
 DI2116
 DI2116.This mark is at Nephi Municipal Airport  (U14)
 DI2116
 DI2116.The horizontal coordinates were established by GPS observations
 DI2116.and adjusted by the National Geodetic Survey in June 2012.
 DI2116
 DI2116.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI2116.been affixed to the stable North American tectonic plate. See 
 DI2116.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI2116
 DI2116.The horizontal coordinates are valid at the epoch date displayed above
 DI2116.which is a decimal equivalence of Year/Month/Day.
 DI2116
 DI2116.The orthometric height was determined by GPS observations and a
 DI2116.high-resolution geoid model.
 DI2116
 DI2116.GPS derived orthometric heights for airport stations designated as
 DI2116.PACS or SACS are published to 2 decimal places.  This maintains
 DI2116.centimeter relative accuracy between the PACS and SACS.  It does
 DI2116.not indicate centimeter accuracy relative to other marks which are
 DI2116.part of the published vertical control network.
 DI2116
 DI2116.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI2116.GEOID18 height accuracy estimate available here.
 DI2116
 DI2116.Click photographs - Photos may exist for this station.
 DI2116
 DI2116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI2116
 DI2116.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI2116
 DI2116.The ellipsoidal height was determined by GPS observations
 DI2116.and is referenced to NAD 83.
 DI2116
 DI2116. The following values were computed from the NAD 83(2011) position.
 DI2116
 DI2116;                    North         East     Units Scale Factor Converg.
 DI2116;SPC UT C     - 2,156,777.253   468,424.409   MT  0.99990005   -0 14 09.6
 DI2116;SPC UT C     - 7,076,026.70  1,536,822.42   sFT  0.99990005   -0 14 09.6
 DI2116;UTM  12      - 4,399,807.132   425,595.036   MT  0.99966816   -0 33 19.0
 DI2116
 DI2116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI2116!SPC UT C     -   0.99976445  x   0.99990005  =   0.99966452
 DI2116!UTM  12      -   0.99976445  x   0.99966816  =   0.99943268
 DI2116
 DI2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ2559599807(NAD 83)
 DI2116
 DI2116                          SUPERSEDED SURVEY CONTROL
 DI2116
 DI2116  NAD 83(2007)-  39 44 41.71599(N)    111 52 06.36606(W) AD(2002.00) 1
 DI2116  ELLIP H (07/08/09) 1501.831  (m)                       GP(2002.00) 4 2
 DI2116  NAD 83(1994)-  39 44 41.71581(N)    111 52 06.36590(W) AD(       ) 1
 DI2116  ELLIP H (10/10/06) 1501.822  (m)                       GP(       ) 4 2
 DI2116
 DI2116.Superseded values are not recommended for survey control.
 DI2116
 DI2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI2116.See file dsdata.pdf to determine how the superseded data were derived.
 DI2116
 DI2116_MARKER: DD = SURVEY DISK
 DI2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI2116_STAMPING: U14B 2006
 DI2116_MARK LOGO: SUNENG
 DI2116_PROJECTION: FLUSH
 DI2116_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI2116+STABILITY: SURFACE MOTION
 DI2116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI2116+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 DI2116
 DI2116  HISTORY     - Date     Condition        Report By
 DI2116  HISTORY     - 20060726 MONUMENTED       SUNENG
 DI2116
 DI2116                          STATION DESCRIPTION
 DI2116
 DI2116'DESCRIBED BY SUNRISE ENGINEERING 2006
 DI2116'THE STATION IS LOCATED AT THE NEPHI AIRPORT. TO ACCESS THE STATION
 DI2116'FROM I-15 EXIT 228 TRAVEL SOUTHWEST ON SR-41 FOR 0.4 MI (0.64 KM) TURN
 DI2116'RIGHT AND HEAD NORTH-NORTHWEST FOR 0.4 MI (0.64 KM) TO FAS-277 TURN
 DI2116'LEFT AND HEAD WEST FOR 1.3 MILES.  TURN LEFT ONTO AIRPORT ROAD AND
 DI2116'TRAVEL SOUTH FOR 0.7 MILES.  TURN WEST AND ENTER AIRPORT.  CROSS THE
 DI2116'TARMAC TO THE TAXIWAY THAT RUNS NORTH AND SOUTH.  HEAD NORTH FOR 2800
 DI2116'FT (853.4 M) THE STATION IS 28 FT (8.5 M) EAST OF THE EAST EDGE OF THE
 DI2116'TAXIWAY 6 FT (1.8 M) SOUTH OF A CARSONITE POST.  A STANDARD DISK SET
 DI2116'IN THE TOP OF A CONCRETE MONUMENT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DI2117 ***********************************************************************
 DI2117  SACS        -  This is a Secondary Airport Control Station.
 DI2117  DESIGNATION -  U14 C
 DI2117  PID         -  DI2117
 DI2117  STATE/COUNTY-  UT/JUAB
 DI2117  COUNTRY     -  US
 DI2117  USGS QUAD   -  NEPHI (2017)
 DI2117
 DI2117                         *CURRENT SURVEY CONTROL
 DI2117  ______________________________________________________________________
 DI2117* NAD 83(2011) POSITION- 39 43 40.97763(N) 111 52 06.09488(W)   ADJUSTED
 DI2117* NAD 83(2011) ELLIP HT-  1512.101 (meters)        (06/27/12)   ADJUSTED
 DI2117* NAD 83(2011) EPOCH   -  2010.00
 DI2117* NAVD 88 ORTHO HEIGHT -  1529.76  (meters)     5018.9   (feet) GPS OBS
 DI2117  ______________________________________________________________________
 DI2117  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI2117  GEOID HEIGHT    -        -17.752 (meters)                     GEOID03
 DI2117  GEOID HEIGHT    -        -17.697 (meters)                     GEOID18
 DI2117  NAD 83(2011) X  - -1,830,055.081 (meters)                     COMP
 DI2117  NAD 83(2011) Y  - -4,559,679.294 (meters)                     COMP
 DI2117  NAD 83(2011) Z  -  4,055,775.159 (meters)                     COMP
 DI2117  LAPLACE CORR    -          5.49  (seconds)                    DEFLEC18
 DI2117
 DI2117  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI2117  Standards:
 DI2117         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI2117            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI2117  -------------------------------------------------------------------
 DI2117  NETWORK    0.56   1.41           0.25   0.20   0.72      0.00511480
 DI2117  -------------------------------------------------------------------
 DI2117  Click here for local accuracies and other accuracy information.
 DI2117
 DI2117.This mark is at Nephi Municipal Airport  (U14)
 DI2117
 DI2117.The horizontal coordinates were established by GPS observations
 DI2117.and adjusted by the National Geodetic Survey in June 2012.
 DI2117
 DI2117.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI2117.been affixed to the stable North American tectonic plate. See 
 DI2117.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI2117
 DI2117.The horizontal coordinates are valid at the epoch date displayed above
 DI2117.which is a decimal equivalence of Year/Month/Day.
 DI2117
 DI2117.The orthometric height was determined by GPS observations and a
 DI2117.high-resolution geoid model.
 DI2117
 DI2117.GPS derived orthometric heights for airport stations designated as
 DI2117.PACS or SACS are published to 2 decimal places.  This maintains
 DI2117.centimeter relative accuracy between the PACS and SACS.  It does
 DI2117.not indicate centimeter accuracy relative to other marks which are
 DI2117.part of the published vertical control network.
 DI2117
 DI2117.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI2117.GEOID18 height accuracy estimate available here.
 DI2117
 DI2117.Click photographs - Photos may exist for this station.
 DI2117
 DI2117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI2117
 DI2117.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI2117
 DI2117.The ellipsoidal height was determined by GPS observations
 DI2117.and is referenced to NAD 83.
 DI2117
 DI2117. The following values were computed from the NAD 83(2011) position.
 DI2117
 DI2117;                    North         East     Units Scale Factor Converg.
 DI2117;SPC UT C     - 2,154,904.157   468,423.146   MT  0.99990055   -0 14 09.5
 DI2117;SPC UT C     - 7,069,881.39  1,536,818.27   sFT  0.99990055   -0 14 09.5
 DI2117;UTM  12      - 4,397,934.507   425,583.341   MT  0.99966818   -0 33 18.1
 DI2117
 DI2117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI2117!SPC UT C     -   0.99976283  x   0.99990055  =   0.99966341
 DI2117!UTM  12      -   0.99976283  x   0.99966818  =   0.99943109
 DI2117
 DI2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ2558397934(NAD 83)
 DI2117
 DI2117                          SUPERSEDED SURVEY CONTROL
 DI2117
 DI2117  NAD 83(2007)-  39 43 40.97737(N)    111 52 06.09513(W) AD(2002.00) 1
 DI2117  ELLIP H (07/08/09) 1512.109  (m)                       GP(2002.00) 4 2
 DI2117  NAD 83(1994)-  39 43 40.97719(N)    111 52 06.09497(W) AD(       ) 1
 DI2117  ELLIP H (10/10/06) 1512.100  (m)                       GP(       ) 4 2
 DI2117
 DI2117.Superseded values are not recommended for survey control.
 DI2117
 DI2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI2117.See file dsdata.pdf to determine how the superseded data were derived.
 DI2117
 DI2117_MARKER: DD = SURVEY DISK
 DI2117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI2117_STAMPING: U14C 2006
 DI2117_MARK LOGO: SUNENG
 DI2117_PROJECTION: FLUSH
 DI2117_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI2117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI2117+STABILITY: SURFACE MOTION
 DI2117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI2117+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 DI2117
 DI2117  HISTORY     - Date     Condition        Report By
 DI2117  HISTORY     - 20060724 MONUMENTED       SUNENG
 DI2117
 DI2117                          STATION DESCRIPTION
 DI2117
 DI2117'DESCRIBED BY SUNRISE ENGINEERING 2006
 DI2117'THE STATION IS LOCATED AT THE NEPHI AIRPORT. TO ACCESS THE STATION
 DI2117'FROM I-15 EXIT 228 TRAVEL SOUTHWEST ON SR-41 FOR 0.4 MI (0.64 KM) TURN
 DI2117'RIGHT AND HEAD NORTH-NORTHWEST FOR 0.4 MI (0.64 KM) TO FAS-277 TURN
 DI2117'LEFT AND HEAD WEST FOR 1.3 MILES.  TURN LEFT ONTO AIRPORT ROAD AND
 DI2117'TRAVEL SOUTH FOR 0.7 MILES.  TURN WEST AND ENTER AIRPORT.  CROSS THE
 DI2117'TARMAC TO THE TAXIWAY THAT RUNS NORTH AND SOUTH.  HEAD SOUTH FOR 3350
 DI2117'FT (1021.1 M) THE STATION IS 28 FT (8.5 M) EAST OF THE EAST EDGE OF
 DI2117'THE TAXIWAY 6 FT (1.8 M) SOUTH OF A CARSONITE POST.  A STANDARD DISK
 DI2117'SET IN THE TOP OF A CONCRETE MONUMENT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DI1835 ***********************************************************************
 DI1835  PACS        -  This is a Primary Airport Control Station.
 DI1835  DESIGNATION -  U14A
 DI1835  PID         -  DI1835
 DI1835  STATE/COUNTY-  UT/JUAB
 DI1835  COUNTRY     -  US
 DI1835  USGS QUAD   -  NEPHI (2017)
 DI1835
 DI1835                         *CURRENT SURVEY CONTROL
 DI1835  ______________________________________________________________________
 DI1835* NAD 83(2011) POSITION- 39 44 14.23180(N) 111 52 06.22099(W)   ADJUSTED
 DI1835* NAD 83(2011) ELLIP HT-  1506.737 (meters)        (06/27/12)   ADJUSTED
 DI1835* NAD 83(2011) EPOCH   -  2010.00
 DI1835* NAVD 88 ORTHO HEIGHT -  1524.38  (meters)     5001.2   (feet) GPS OBS
 DI1835  ______________________________________________________________________
 DI1835  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI1835  GEOID HEIGHT    -        -17.734 (meters)                     GEOID03
 DI1835  GEOID HEIGHT    -        -17.680 (meters)                     GEOID18
 DI1835  NAD 83(2011) X  - -1,829,812.088 (meters)                     COMP
 DI1835  NAD 83(2011) Y  - -4,559,065.800 (meters)                     COMP
 DI1835  NAD 83(2011) Z  -  4,056,560.647 (meters)                     COMP
 DI1835  LAPLACE CORR    -          5.26  (seconds)                    DEFLEC18
 DI1835
 DI1835  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI1835  Standards:
 DI1835         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI1835            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI1835  -------------------------------------------------------------------
 DI1835  NETWORK    0.48   1.39           0.22   0.17   0.71     -0.03617316
 DI1835  -------------------------------------------------------------------
 DI1835  Click here for local accuracies and other accuracy information.
 DI1835
 DI1835.This mark is at Nephi Municipal Airport  (U14)
 DI1835
 DI1835.The horizontal coordinates were established by GPS observations
 DI1835.and adjusted by the National Geodetic Survey in June 2012.
 DI1835
 DI1835.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI1835.been affixed to the stable North American tectonic plate. See 
 DI1835.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI1835
 DI1835.The horizontal coordinates are valid at the epoch date displayed above
 DI1835.which is a decimal equivalence of Year/Month/Day.
 DI1835
 DI1835.The orthometric height was determined by GPS observations and a
 DI1835.high-resolution geoid model.
 DI1835
 DI1835.GPS derived orthometric heights for airport stations designated as
 DI1835.PACS or SACS are published to 2 decimal places.  This maintains
 DI1835.centimeter relative accuracy between the PACS and SACS.  It does
 DI1835.not indicate centimeter accuracy relative to other marks which are
 DI1835.part of the published vertical control network.
 DI1835
 DI1835.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1835.GEOID18 height accuracy estimate available here.
 DI1835
 DI1835.Click photographs - Photos may exist for this station.
 DI1835
 DI1835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1835
 DI1835.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI1835
 DI1835.The ellipsoidal height was determined by GPS observations
 DI1835.and is referenced to NAD 83.
 DI1835
 DI1835. The following values were computed from the NAD 83(2011) position.
 DI1835
 DI1835;                    North         East     Units Scale Factor Converg.
 DI1835;SPC UT C     - 2,155,929.668   468,424.366   MT  0.99990027   -0 14 09.5
 DI1835;SPC UT C     - 7,073,245.92  1,536,822.27   sFT  0.99990027   -0 14 09.5
 DI1835;UTM  12      - 4,398,959.757   425,590.272   MT  0.99966816   -0 33 18.6
 DI1835
 DI1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1835!SPC UT C     -   0.99976367  x   0.99990027  =   0.99966397
 DI1835!UTM  12      -   0.99976367  x   0.99966816  =   0.99943191
 DI1835
 DI1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ2559098959(NAD 83)
 DI1835
 DI1835                          SUPERSEDED SURVEY CONTROL
 DI1835
 DI1835  NAD 83(2007)-  39 44 14.23155(N)    111 52 06.22124(W) AD(2002.00) A
 DI1835  ELLIP H (05/19/09) 1506.745  (m)                       GP(2002.00) 3 1
 DI1835  NAD 83(1994)-  39 44 14.23137(N)    111 52 06.22108(W) AD(       ) A
 DI1835  ELLIP H (09/19/06) 1506.736  (m)                       GP(       ) 3 1
 DI1835
 DI1835.Superseded values are not recommended for survey control.
 DI1835
 DI1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1835.See file dsdata.pdf to determine how the superseded data were derived.
 DI1835
 DI1835_MARKER: I = METAL ROD
 DI1835_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DI1835_STAMPING: U14A 2006
 DI1835_MARK LOGO: NONE
 DI1835_PROJECTION: RECESSED 5 CENTIMETERS
 DI1835_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1835_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DI1835+STABILITY: POSITION/ELEVATION WELL
 DI1835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1835+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 DI1835_ROD/PIPE-DEPTH: 17.3 meters
 DI1835_SLEEVE-DEPTH  : 1.2 meters
 DI1835
 DI1835  HISTORY     - Date     Condition        Report By
 DI1835  HISTORY     - 20060726 MONUMENTED       SUNENG
 DI1835
 DI1835                          STATION DESCRIPTION
 DI1835
 DI1835'DESCRIBED BY SUNRISE ENGINEERING 2006
 DI1835'THE STATION IS LOCATED AT THE NEPHI AIRPORT. TO ACCESS THE STATION
 DI1835'FROM I-15 EXIT 228 TRAVEL SOUTHWEST ON SR-41 FOR 0.4 MI (0.64 KM)
 DI1835'TURN RIGHT AND HEAD NORTH-NORTHWEST FOR 0.4 MI (0.64 KM) TO FAS-277
 DI1835'TURN LEFT AND HEAD WEST FOR 1.3 MILES.  TURN LEFT ONTO AIRPORT ROAD
 DI1835'AND TRAVEL SOUTH FOR 0.7 MILES.  TURN WEST AND ENTER AIRPORT. CROSS
 DI1835'THE TARMAC TO THE TAXIWAY THAT RUNS NORTH AND SOUTH.  HEAD SOUTH FOR
 DI1835'90 FEET.THE STATION IS 28 FT (8.5 M) EAST OF THE EAST EDGE OF THE
 DI1835'TAXIWAY 6 FT (1.8 M) SOUTH OF A CARSONITE POST.  ACCESS IS THROUGH AN
 DI1835'ALUMINUM LID.  A STAINLESS STEEL ROD WITH GREASE FILLED SLEEVE DRIVEN
 DI1835'TO REFUSAL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DH7471 ***********************************************************************
 DH7471  PACS        -  This is a Primary Airport Control Station.
 DH7471  DESIGNATION -  U19 A
 DH7471  PID         -  DH7471
 DH7471  STATE/COUNTY-  UT/MILLARD
 DH7471  COUNTRY     -  US
 DH7471  USGS QUAD   -  FILLMORE (2017)
 DH7471
 DH7471                         *CURRENT SURVEY CONTROL
 DH7471  ______________________________________________________________________
 DH7471* NAD 83(2011) POSITION- 38 57 31.66916(N) 112 21 49.56782(W)   ADJUSTED
 DH7471* NAD 83(2011) ELLIP HT-  1487.903 (meters)        (06/27/12)   ADJUSTED
 DH7471* NAD 83(2011) EPOCH   -  2010.00
 DH7471* NAVD 88 ORTHO HEIGHT -  1506.92  (meters)     4944.0   (feet) GPS OBS
 DH7471  ______________________________________________________________________
 DH7471  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH7471  GEOID HEIGHT    -        -18.976 (meters)                     GEOID03
 DH7471  GEOID HEIGHT    -        -18.930 (meters)                     GEOID18
 DH7471  NAD 83(2011) X  - -1,890,009.883 (meters)                     COMP
 DH7471  NAD 83(2011) Y  - -4,593,750.593 (meters)                     COMP
 DH7471  NAD 83(2011) Z  -  3,989,696.737 (meters)                     COMP
 DH7471  LAPLACE CORR    -          9.50  (seconds)                    DEFLEC18
 DH7471
 DH7471  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7471  Standards:
 DH7471         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7471            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7471  -------------------------------------------------------------------
 DH7471  NETWORK    0.77   1.90           0.36   0.25   0.97      0.02796465
 DH7471  -------------------------------------------------------------------
 DH7471  Click here for local accuracies and other accuracy information.
 DH7471
 DH7471.This mark is at Fillmore Municipal Airport  (U19)
 DH7471
 DH7471.The horizontal coordinates were established by GPS observations
 DH7471.and adjusted by the National Geodetic Survey in June 2012.
 DH7471
 DH7471.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7471.been affixed to the stable North American tectonic plate. See 
 DH7471.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH7471
 DH7471.The horizontal coordinates are valid at the epoch date displayed above
 DH7471.which is a decimal equivalence of Year/Month/Day.
 DH7471
 DH7471.The orthometric height was determined by GPS observations and a
 DH7471.high-resolution geoid model.
 DH7471
 DH7471.GPS derived orthometric heights for airport stations designated as
 DH7471.PACS or SACS are published to 2 decimal places.  This maintains
 DH7471.centimeter relative accuracy between the PACS and SACS.  It does
 DH7471.not indicate centimeter accuracy relative to other marks which are
 DH7471.part of the published vertical control network.
 DH7471
 DH7471.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7471.GEOID18 height accuracy estimate available here.
 DH7471
 DH7471.Click photographs - Photos may exist for this station.
 DH7471
 DH7471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7471
 DH7471.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH7471
 DH7471.The ellipsoidal height was determined by GPS observations
 DH7471.and is referenced to NAD 83.
 DH7471
 DH7471. The following values were computed from the NAD 83(2011) position.
 DH7471
 DH7471;                    North         East     Units Scale Factor Converg.
 DH7471;SPC UT C     - 2,069,801.558   425,131.491   MT  1.00001479   -0 33 11.9
 DH7471;SPC UT C     - 6,790,673.94  1,394,785.57   sFT  1.00001479   -0 33 11.9
 DH7471;UTM  12      - 4,313,088.552   381,838.043   MT  0.99977192   -0 51 27.3
 DH7471
 DH7471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7471!SPC UT C     -   0.99976661  x   1.00001479  =   0.99978139
 DH7471!UTM  12      -   0.99976661  x   0.99977192  =   0.99953858
 DH7471
 DH7471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ8183813088(NAD 83)
 DH7471
 DH7471                          SUPERSEDED SURVEY CONTROL
 DH7471
 DH7471  NAD 83(2007)-  38 57 31.66885(N)    112 21 49.56818(W) AD(2002.00) B
 DH7471  ELLIP H (05/26/09) 1487.911  (m)                       GP(2002.00) 4 1
 DH7471  NAD 83(1994)-  38 57 31.66857(N)    112 21 49.56780(W) AD(       ) B
 DH7471  ELLIP H (01/03/06) 1487.912  (m)                       GP(       ) 4 1
 DH7471
 DH7471.Superseded values are not recommended for survey control.
 DH7471
 DH7471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7471.See file dsdata.pdf to determine how the superseded data were derived.
 DH7471
 DH7471_MARKER: I = METAL ROD
 DH7471_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH7471_STAMPING: U19A 2005
 DH7471_MARK LOGO: SUNENG
 DH7471_PROJECTION: RECESSED 5 CENTIMETERS
 DH7471_MAGNETIC: I = MARKER IS A STEEL ROD
 DH7471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7471+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2008
 DH7471_ROD/PIPE-DEPTH: 3.0 meters
 DH7471_SLEEVE-DEPTH  : 1.2 meters
 DH7471
 DH7471  HISTORY     - Date     Condition        Report By
 DH7471  HISTORY     - 20051020 MONUMENTED       SUNENG
 DH7471  HISTORY     - 20080129 GOOD             SUNENG
 DH7471
 DH7471                          STATION DESCRIPTION
 DH7471
 DH7471'DESCRIBED BY SUNRISE ENGINEERING 2005 (BLC)
 DH7471'THIS STATION IS LOCATED 1.3 MILES WEST OF FILLMORE UTAH
 DH7471'
 DH7471'TO ACCESS THE STATION FROM EXIT 163 (FILLMORE UTAH) TRAVEL WEST 0.1
 DH7471'MILES TO SO. 1100 WEST STREET. THEN TRAVEL NORTH 1.0 MILES TO W 200
 DH7471'SOUTH   STREET. THEN TRAVEL WEST 0.1 MILES TO THE FILLMORE MUNICIPAL
 DH7471'AIRPORT (U19)  FROM THE NORTHEAST END OF THE RUNWAY, TRAVEL 770 METERS
 DH7471'SOUTHWEST. THEN FROM THE  NORTHWEST EDGE OF THE RUNWAY, TRAVEL
 DH7471'PERPENDICULAR 81.5 METERS (NORTHWEST) TO THE  MARK . THIS MONUMENT IS
 DH7471'SET 5 FEET SOUTHWEST OF A 4 FOOT FIBERGLASS WITNESS POST
 DH7471'
 DH7471'THIS MONUMENT IS SET UNDER AN ALUMINUM ACCESS COVER STAMPED U19A 2005
 DH7471'(A PHILLIPS  SCREWDRIVER IS NEEDED TO OPEN THE LID) THE MARK IS A
 DH7471'STAINLESS STEEL ROD IN A GREASEFILLED SLEEVE.
 DH7471'
 DH7471'THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION
 DH7471'
 DH7471'MONUMENTED 2005/10/20 BLC
 DH7471
 DH7471                          STATION RECOVERY (2008)
 DH7471
 DH7471'RECOVERY NOTE BY SUNRISE ENGINEERING 2008 (BLC)
 DH7471'THIS STATION IS LOCATED 1.3 MILES WEST OF FILLMORE UTAH
 DH7471'
 DH7471'TO ACCESS THE STATION FROM EXIT 163 (FILLMORE UTAH) TRAVEL WEST 0.1
 DH7471'MILES TO SO. 1100 WEST STREET. THEN TRAVEL NORTH 1.0 MILES TO W 200
 DH7471'SOUTH   STREET. THEN TRAVEL WEST 0.1 MILES TO THE FILLMORE MUNICIPAL
 DH7471'AIRPORT (U19)  FROM THE NORTHEAST END OF THE RUNWAY, TRAVEL 770 METERS
 DH7471'SOUTHWEST. THEN FROM THE  NORTHWEST EDGE OF THE RUNWAY, TRAVEL
 DH7471'PERPENDICULAR 81.5 METERS (NORTHWEST) TO THE  MARK . THIS MONUMENT IS
 DH7471'SET 5 FEET SOUTHWEST OF A 4 FOOT FIBERGLASS WITNESS POST
 DH7471'
 DH7471'THIS MONUMENT IS SET UNDER AN ALUMINUM ACCESS COVER STAMPED U19A 2005
 DH7471'(A PHILLIPS  SCREWDRIVER IS NEEDED TO OPEN THE LID) THE MARK IS A
 DH7471'STAINLESS STEEL ROD IN A GREASEFILLED SLEEVE.
 DH7471'
 DH7471'THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION
 DH7471'
 DH7471'MONUMENTED 2005/10/20 BLC
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DK4060 ***********************************************************************
 DK4060  SACS        -  This is a Secondary Airport Control Station.
 DK4060  DESIGNATION -  U19 D
 DK4060  PID         -  DK4060
 DK4060  STATE/COUNTY-  UT/MILLARD
 DK4060  COUNTRY     -  US
 DK4060  USGS QUAD   -  FILLMORE (2017)
 DK4060
 DK4060                         *CURRENT SURVEY CONTROL
 DK4060  ______________________________________________________________________
 DK4060* NAD 83(2011) POSITION- 38 57 46.12499(N) 112 21 24.55858(W)   ADJUSTED
 DK4060* NAD 83(2011) ELLIP HT-  1498.133 (meters)        (06/27/12)   ADJUSTED
 DK4060* NAD 83(2011) EPOCH   -  2010.00
 DK4060* NAVD 88 ORTHO HEIGHT -  1517.12  (meters)     4977.4   (feet) GPS OBS
 DK4060  ______________________________________________________________________
 DK4060  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK4060  GEOID HEIGHT    -        -18.944 (meters)                     GEOID03
 DK4060  GEOID HEIGHT    -        -18.898 (meters)                     GEOID18
 DK4060  NAD 83(2011) X  - -1,889,349.267 (meters)                     COMP
 DK4060  NAD 83(2011) Y  - -4,593,727.783 (meters)                     COMP
 DK4060  NAD 83(2011) Z  -  3,990,049.879 (meters)                     COMP
 DK4060  LAPLACE CORR    -          9.59  (seconds)                    DEFLEC18
 DK4060
 DK4060  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4060  Standards:
 DK4060         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4060            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4060  -------------------------------------------------------------------
 DK4060  NETWORK    1.16   1.96           0.51   0.43   1.00      0.01915638
 DK4060  -------------------------------------------------------------------
 DK4060  Click here for local accuracies and other accuracy information.
 DK4060
 DK4060.This mark is at Fillmore Municipal Airport  (U19)
 DK4060
 DK4060.The horizontal coordinates were established by GPS observations
 DK4060.and adjusted by the National Geodetic Survey in June 2012.
 DK4060
 DK4060.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4060.been affixed to the stable North American tectonic plate. See 
 DK4060.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK4060
 DK4060.The horizontal coordinates are valid at the epoch date displayed above
 DK4060.which is a decimal equivalence of Year/Month/Day.
 DK4060
 DK4060.The orthometric height was determined by GPS observations and a
 DK4060.high-resolution geoid model.
 DK4060
 DK4060.GPS derived orthometric heights for airport stations designated as
 DK4060.PACS or SACS are published to 2 decimal places.  This maintains
 DK4060.centimeter relative accuracy between the PACS and SACS.  It does
 DK4060.not indicate centimeter accuracy relative to other marks which are
 DK4060.part of the published vertical control network.
 DK4060
 DK4060.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4060.GEOID18 height accuracy estimate available here.
 DK4060
 DK4060.Click photographs - Photos may exist for this station.
 DK4060
 DK4060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4060
 DK4060.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK4060
 DK4060.The ellipsoidal height was determined by GPS observations
 DK4060.and is referenced to NAD 83.
 DK4060
 DK4060. The following values were computed from the NAD 83(2011) position.
 DK4060
 DK4060;                    North         East     Units Scale Factor Converg.
 DK4060;SPC UT C     - 2,070,241.533   425,737.886   MT  1.00001373   -0 32 55.9
 DK4060;SPC UT C     - 6,792,117.43  1,396,775.05   sFT  1.00001373   -0 32 55.9
 DK4060;UTM  12      - 4,313,525.194   382,446.619   MT  0.99977016   -0 51 11.8
 DK4060
 DK4060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4060!SPC UT C     -   0.99976500  x   1.00001373  =   0.99977873
 DK4060!UTM  12      -   0.99976500  x   0.99977016  =   0.99953522
 DK4060
 DK4060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ8244613525(NAD 83)
 DK4060
 DK4060                          SUPERSEDED SURVEY CONTROL
 DK4060
 DK4060  NAD 83(2007)-  38 57 46.12467(N)    112 21 24.55893(W) AD(2002.00) 1
 DK4060  ELLIP H (06/03/09) 1498.140  (m)                       GP(2002.00) 5 1
 DK4060  NAD 83(1994)-  38 57 46.12439(N)    112 21 24.55855(W) AD(       ) 1
 DK4060  ELLIP H (04/01/08) 1498.141  (m)                       GP(       ) 5 1
 DK4060
 DK4060.Superseded values are not recommended for survey control.
 DK4060
 DK4060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4060.See file dsdata.pdf to determine how the superseded data were derived.
 DK4060
 DK4060_MARKER: DD = SURVEY DISK
 DK4060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK4060_STAMPING: U19 D 2007
 DK4060_MARK LOGO: SUNENG
 DK4060_PROJECTION: FLUSH
 DK4060_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK4060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4060+STABILITY: SURFACE MOTION
 DK4060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4060+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2007
 DK4060
 DK4060  HISTORY     - Date     Condition        Report By
 DK4060  HISTORY     - 20071217 MONUMENTED       SUNENG
 DK4060
 DK4060                          STATION DESCRIPTION
 DK4060
 DK4060'DESCRIBED BY SUNRISE ENGINEERING 2007 (BLC)
 DK4060'THIS STATION IS LOCATED 1 MILE WEST OF FILLMORE UTAH
 DK4060'
 DK4060'TO ACCESS THIS STATION FROM EXIT 163 (FILLMORE UTAH) TRAVEL WEST 0.1
 DK4060'MILES TO SO. 1100 WEST STREET. THEN TRAVEL NORTH 1.0 MILES TO W 200
 DK4060'SOUTH   STREET. THEN TRAVEL WEST 0.1 MILES TO THE FILLMORE MUNICIPAL
 DK4060'AIRPORT (U19)  FROM THE NORTHEAST END OF THE RUNWAY, TRAVEL 24 METERS
 DK4060'SOUTHWEST. THEN FROM THE  NORTHWEST EDGE OF THE RUNWAY, TRAVEL
 DK4060'PERPENDICULAR 80 METERS (NORTHWEST) TO THE  MONUMENT . THIS MONUMENT
 DK4060'IS SET 5 FEET SOUTHWEST OF A 4 FOOT FIBERGLASS WITNESS POST
 DK4060'
 DK4060'THIS MONUMENT IS A BRASS SURVEY DISK STAMPED U19 D 2007
 DK4060'
 DK4060'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 DK4060'
 DK4060'MONUMENTED 2007/12/17 BLC
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DK4061 ***********************************************************************
 DK4061  SACS        -  This is a Secondary Airport Control Station.
 DK4061  DESIGNATION -  U19 E
 DK4061  PID         -  DK4061
 DK4061  STATE/COUNTY-  UT/MILLARD
 DK4061  COUNTRY     -  US
 DK4061  USGS QUAD   -  FILLMORE (2017)
 DK4061
 DK4061                         *CURRENT SURVEY CONTROL
 DK4061  ______________________________________________________________________
 DK4061* NAD 83(2011) POSITION- 38 57 17.72889(N) 112 22 15.20972(W)   ADJUSTED
 DK4061* NAD 83(2011) ELLIP HT-  1477.349 (meters)        (06/27/12)   ADJUSTED
 DK4061* NAD 83(2011) EPOCH   -  2010.00
 DK4061* NAVD 88 ORTHO HEIGHT -  1496.39  (meters)     4909.4   (feet) GPS OBS
 DK4061  ______________________________________________________________________
 DK4061  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK4061  GEOID HEIGHT    -        -19.006 (meters)                     GEOID03
 DK4061  GEOID HEIGHT    -        -18.962 (meters)                     GEOID18
 DK4061  NAD 83(2011) X  - -1,890,680.713 (meters)                     COMP
 DK4061  NAD 83(2011) Y  - -4,593,758.009 (meters)                     COMP
 DK4061  NAD 83(2011) Z  -  3,989,355.739 (meters)                     COMP
 DK4061  LAPLACE CORR    -          9.58  (seconds)                    DEFLEC18
 DK4061
 DK4061  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4061  Standards:
 DK4061         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4061            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4061  -------------------------------------------------------------------
 DK4061  NETWORK    1.18   1.98           0.52   0.44   1.01      0.01334724
 DK4061  -------------------------------------------------------------------
 DK4061  Click here for local accuracies and other accuracy information.
 DK4061
 DK4061.This mark is at Fillmore Municipal Airport  (U19)
 DK4061
 DK4061.The horizontal coordinates were established by GPS observations
 DK4061.and adjusted by the National Geodetic Survey in June 2012.
 DK4061
 DK4061.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4061.been affixed to the stable North American tectonic plate. See 
 DK4061.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK4061
 DK4061.The horizontal coordinates are valid at the epoch date displayed above
 DK4061.which is a decimal equivalence of Year/Month/Day.
 DK4061
 DK4061.The orthometric height was determined by GPS observations and a
 DK4061.high-resolution geoid model.
 DK4061
 DK4061.GPS derived orthometric heights for airport stations designated as
 DK4061.PACS or SACS are published to 2 decimal places.  This maintains
 DK4061.centimeter relative accuracy between the PACS and SACS.  It does
 DK4061.not indicate centimeter accuracy relative to other marks which are
 DK4061.part of the published vertical control network.
 DK4061
 DK4061.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4061.GEOID18 height accuracy estimate available here.
 DK4061
 DK4061.Click photographs - Photos may exist for this station.
 DK4061
 DK4061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4061
 DK4061.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK4061
 DK4061.The ellipsoidal height was determined by GPS observations
 DK4061.and is referenced to NAD 83.
 DK4061
 DK4061. The following values were computed from the NAD 83(2011) position.
 DK4061
 DK4061;                    North         East     Units Scale Factor Converg.
 DK4061;SPC UT C     - 2,069,377.677   424,509.949   MT  1.00001581   -0 33 28.3
 DK4061;SPC UT C     - 6,789,283.26  1,392,746.39   sFT  1.00001581   -0 33 28.3
 DK4061;UTM  12      - 4,312,668.079   381,214.411   MT  0.99977374   -0 51 43.2
 DK4061
 DK4061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4061!SPC UT C     -   0.99976826  x   1.00001581  =   0.99978407
 DK4061!UTM  12      -   0.99976826  x   0.99977374  =   0.99954205
 DK4061
 DK4061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ8121412668(NAD 83)
 DK4061
 DK4061                          SUPERSEDED SURVEY CONTROL
 DK4061
 DK4061  NAD 83(2007)-  38 57 17.72857(N)    112 22 15.21008(W) AD(2002.00) 1
 DK4061  ELLIP H (06/03/09) 1477.356  (m)                       GP(2002.00) 5 1
 DK4061  NAD 83(1994)-  38 57 17.72829(N)    112 22 15.20970(W) AD(       ) 1
 DK4061  ELLIP H (04/01/08) 1477.356  (m)                       GP(       ) 5 1
 DK4061
 DK4061.Superseded values are not recommended for survey control.
 DK4061
 DK4061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4061.See file dsdata.pdf to determine how the superseded data were derived.
 DK4061
 DK4061_MARKER: DD = SURVEY DISK
 DK4061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK4061_STAMPING: U19 E 2007
 DK4061_MARK LOGO: SUNENG
 DK4061_PROJECTION: FLUSH
 DK4061_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK4061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4061+STABILITY: SURFACE MOTION
 DK4061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4061+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2007
 DK4061
 DK4061  HISTORY     - Date     Condition        Report By
 DK4061  HISTORY     - 20071217 MONUMENTED       SUNENG
 DK4061
 DK4061                          STATION DESCRIPTION
 DK4061
 DK4061'DESCRIBED BY SUNRISE ENGINEERING 2007 (BLC)
 DK4061'THIS STATION IS LOCATED 1.7 MILES WEST OF FILLMORE UTAH
 DK4061'
 DK4061'TO ACCESS THE STATION FROM EXIT 163 (FILLMORE UTAH) TRAVEL WEST 0.1
 DK4061'MILES TO SO. 1100 WEST STREET. THEN TRAVEL NORTH 1.0 MILES TO W 200
 DK4061'SOUTH   STREET. THEN TRAVEL WEST 0.1 MILES TO THE FILLMORE MUNICIPAL
 DK4061'AIRPORT (U19)  FROM THE NORTHEAST END OF THE RUNWAY, TRAVEL 1517
 DK4061'METERS SOUTHWEST. THEN FROM THE  NORTHWEST EDGE OF THE RUNWAY, TRAVEL
 DK4061'PERPENDICULAR 80 METERS (NORTHWEST) TO THE  MONUMENT. THIS MONUMENT IS
 DK4061'SET 5 FEET SOUTHWEST OF A 4 FOOT FIBERGLASS WITNESS POST
 DK4061'
 DK4061'THIS MONUMENT IS A BRASS SURVEY DISK STAMPED U19 E 2007
 DK4061'
 DK4061'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 DK4061'
 DK4061'MONUMENTED 2007/12/17 BLC
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1155 ***********************************************************************
 LO1155  DESIGNATION -  U42 A
 LO1155  PID         -  LO1155
 LO1155  STATE/COUNTY-  UT/SALT LAKE
 LO1155  COUNTRY     -  US
 LO1155  USGS QUAD   -  MIDVALE (2017)
 LO1155
 LO1155                         *CURRENT SURVEY CONTROL
 LO1155  ______________________________________________________________________
 LO1155* NAD 83(2011) POSITION- 40 36 40.49652(N) 111 59 31.30491(W)   ADJUSTED
 LO1155* NAD 83(2011) ELLIP HT-  1384.596 (meters)        (06/27/12)   ADJUSTED
 LO1155* NAD 83(2011) EPOCH   -  2010.00
 LO1155* NAVD 88 ORTHO HEIGHT -  1401.9   (meters)     4599.    (feet) VERTCON3
 LO1155  ______________________________________________________________________
 LO1155  GEOID HEIGHT    -        -17.264 (meters)                     GEOID18
 LO1155  NAD 83(2011) X  - -1,816,161.698 (meters)                     COMP
 LO1155  NAD 83(2011) Y  - -4,496,959.033 (meters)                     COMP
 LO1155  NAD 83(2011) Z  -  4,130,647.176 (meters)                     COMP
 LO1155  LAPLACE CORR    -          0.07  (seconds)                    DEFLEC18
 LO1155
 LO1155  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LO1155  Standards:
 LO1155         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LO1155            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LO1155  -------------------------------------------------------------------
 LO1155  NETWORK    2.11   4.41           0.96   0.73   2.25     -0.07582230
 LO1155  -------------------------------------------------------------------
 LO1155  Click here for local accuracies and other accuracy information.
 LO1155
 LO1155.This mark is at Salt Lake City #2 Airport (U42)
 LO1155
 LO1155.The horizontal coordinates were established by GPS observations
 LO1155.and adjusted by the National Geodetic Survey in June 2012.
 LO1155
 LO1155.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LO1155.been affixed to the stable North American tectonic plate. See 
 LO1155.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LO1155
 LO1155.The horizontal coordinates are valid at the epoch date displayed above
 LO1155.which is a decimal equivalence of Year/Month/Day.
 LO1155
 LO1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1155
 LO1155.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1155.GEOID18 height accuracy estimate available here.
 LO1155
 LO1155.Click photographs - Photos may exist for this station.
 LO1155
 LO1155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LO1155
 LO1155.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1155
 LO1155.The ellipsoidal height was determined by GPS observations
 LO1155.and is referenced to NAD 83.
 LO1155
 LO1155. The following values were computed from the NAD 83(2011) position.
 LO1155
 LO1155;                    North         East     Units Scale Factor Converg.
 LO1155;SPC UT C     - 2,253,015.018   458,361.369   MT  0.99999059   -0 18 54.7
 LO1155;SPC UT C     - 7,391,766.77  1,503,807.26   sFT  0.99999059   -0 18 54.7
 LO1155;UTM  12      - 4,496,076.399   416,079.911   MT  0.99968668   -0 38 44.8
 LO1155
 LO1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1155!SPC UT C     -   0.99978285  x   0.99999059  =   0.99977344
 LO1155!UTM  12      -   0.99978285  x   0.99968668  =   0.99946960
 LO1155
 LO1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1607996076(NAD 83)
 LO1155
 LO1155                          SUPERSEDED SURVEY CONTROL
 LO1155
 LO1155  NAD 83(2007)-  40 36 40.49616(N)    111 59 31.30552(W) AD(2002.00) 0
 LO1155  ELLIP H (02/10/07) 1384.583  (m)                       GP(2002.00)    
 LO1155  ELLIP H (01/22/02) 1384.614  (m)                       GP(       ) 4 1
 LO1155  NAD 83(1994)-  40 36 40.49522(N)    111 59 31.30426(W) AD(       ) 2
 LO1155  ELLIP H (11/04/97) 1384.656  (m)                       GP(       ) 4 1
 LO1155  NAD 83(1993)-  40 36 40.49519(N)    111 59 31.30413(W) AD(       ) 2
 LO1155  NAD 83(1986)-  40 36 40.48421(N)    111 59 31.29638(W) AD(       ) 2
 LO1155  NGVD 29 (12/30/92) 1400.9    (m)  GEOID90  model used  GPS OBS        
 LO1155
 LO1155.Superseded values are not recommended for survey control.
 LO1155
 LO1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1155.See file dsdata.pdf to determine how the superseded data were derived.
 LO1155
 LO1155_MARKER: DD = SURVEY DISK
 LO1155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO1155_SP_SET: CONCRETE DRAIN
 LO1155_STAMPING: U42 A 1988
 LO1155_MARK LOGO: NOS
 LO1155_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LO1155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO1155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO1155+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 LO1155
 LO1155  HISTORY     - Date     Condition        Report By
 LO1155  HISTORY     - 1988     MONUMENTED       NOS
 LO1155  HISTORY     - 19920723 GOOD             NOS
 LO1155  HISTORY     - 19950902 GOOD             NGS
 LO1155
 LO1155                          STATION DESCRIPTION
 LO1155
 LO1155'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 LO1155'STATION IS LOCATED ON THE SALT LAKE CITY MUNICIPAL 2 AIRPORT IN THE
 LO1155'CITY OF WEST JORDAN  AT THE INTERSECTION OF 7800 SOUTH (CENTER ST)AND
 LO1155'NEW BINGHAM HWY (STATE ROUTE 48).
 LO1155'FROM THE CODED ACCESS GATE ADJACENT TO THE TERMINAL BUILDING PROCEED
 LO1155'THROUGH THE GATE AND GO SOUTHERLY ACROSS RAMP FOR 0.05 MI (0.08 KM)
 LO1155'TO A TAXIWAY.  TURN RIGHT ONTO TAXIWAY AND GO SOUTH FOR 0.4 MI
 LO1155'(0.64 KM) TO THE JUNCTION WITH ANOTHER TAXIWAY AND THE STATION IN THE
 LO1155'SOUTHEAST CORNER OF THE GRASS AREA ON THE WEST SIDE OF THE RUNWAY
 LO1155'NEAR THE END OF THE RUNWAY.
 LO1155'IT IS 165.3 FT (50.38 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A VASI
 LO1155'BOX, 109.6 FT (33.41 M) NORTHWEST OF THE FIRST RUNWAY LIGHT NORTH OF
 LO1155'END 34 AND 82.7 FT (25.21 M) NORTH OF A TAXIWAY LIGHT ADJACENT TO A
 LO1155'PAINTED YELLOW BAR ACROSS THE TAXIWAY.
 LO1155'STATION IS A NOS DISK CEMENTED INTO A DRILL HOLE IN THE NORTHEAST
 LO1155'CORNER OF A CONCRETE DRAIN THAT MEASURES 3 FT (0.91 M) X 6 FT
 LO1155'(1.83 M) .
 LO1155
 LO1155                          STATION RECOVERY (1995)
 LO1155
 LO1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (NGS)
 LO1155'THE STATION IS LOCATED AT THE SALT LAKE CITY MUNICIPAL 2 AIRPORT NEAR
 LO1155'RUNWAY END 34.  THE STATION IS LOCATED 165.3 FT (50.4 M) SOUTHWEST OF
 LO1155'THE SOUTHWEST CORNER OF A SINGLE BOX VASI (SOUTH 1 OF 2), 109.6 FT
 LO1155'(33.4 M) NORTHWEST OF THE 1ST RUNWAY LIGHT NORTH OF END 34 ON THE WEST
 LO1155'SIDE OF THE RUNWAY, AND 82.7 FT (25.2 M) NORTH OF THE TAXIWAY LIGHT
 LO1155'ADJACENT TO THE HOLD BAR FOR END 34.  THE STATION IS A STANDARD NOS
 LO1155'DISK, STAMPED U42 A 1988 AND SET IN A DRILL HOLE IN THE NORTHEAST
 LO1155'CORNER OF A 3 X 6 CONCRETE DRAIN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1156 ***********************************************************************
 LO1156  DESIGNATION -  U42 C
 LO1156  PID         -  LO1156
 LO1156  STATE/COUNTY-  UT/SALT LAKE
 LO1156  COUNTRY     -  US
 LO1156  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO1156
 LO1156                         *CURRENT SURVEY CONTROL
 LO1156  ______________________________________________________________________
 LO1156* NAD 83(2011) POSITION- 40 37 39.23578(N) 111 59 41.16655(W)   ADJUSTED
 LO1156* NAD 83(2011) ELLIP HT-  1386.232 (meters)        (06/27/12)   ADJUSTED
 LO1156* NAD 83(2011) EPOCH   -  2010.00
 LO1156* NAVD 88 ORTHO HEIGHT -  1403.5   (meters)     4605.    (feet) VERTCON3
 LO1156  ______________________________________________________________________
 LO1156  GEOID HEIGHT    -        -17.248 (meters)                     GEOID18
 LO1156  NAD 83(2011) X  - -1,815,935.282 (meters)                     COMP
 LO1156  NAD 83(2011) Y  - -4,495,779.367 (meters)                     COMP
 LO1156  NAD 83(2011) Z  -  4,132,023.855 (meters)                     COMP
 LO1156  LAPLACE CORR    -          0.04  (seconds)                    DEFLEC18
 LO1156
 LO1156  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LO1156  Standards:
 LO1156         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LO1156            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LO1156  -------------------------------------------------------------------
 LO1156  NETWORK    2.49   4.94           1.19   0.71   2.52     -0.24224185
 LO1156  -------------------------------------------------------------------
 LO1156  Click here for local accuracies and other accuracy information.
 LO1156
 LO1156.This mark is at Salt Lake City #2 Airport (U42)
 LO1156
 LO1156.The horizontal coordinates were established by GPS observations
 LO1156.and adjusted by the National Geodetic Survey in June 2012.
 LO1156
 LO1156.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LO1156.been affixed to the stable North American tectonic plate. See 
 LO1156.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LO1156
 LO1156.The horizontal coordinates are valid at the epoch date displayed above
 LO1156.which is a decimal equivalence of Year/Month/Day.
 LO1156
 LO1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1156
 LO1156.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1156.GEOID18 height accuracy estimate available here.
 LO1156
 LO1156.Click photographs - Photos may exist for this station.
 LO1156
 LO1156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LO1156
 LO1156.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1156
 LO1156.The ellipsoidal height was determined by GPS observations
 LO1156.and is referenced to NAD 83.
 LO1156
 LO1156. The following values were computed from the NAD 83(2011) position.
 LO1156
 LO1156;                    North         East     Units Scale Factor Converg.
 LO1156;SPC UT C     - 2,254,828.142   458,139.573   MT  0.99999450   -0 19 01.0
 LO1156;SPC UT C     - 7,397,715.33  1,503,079.58   sFT  0.99999450   -0 19 01.0
 LO1156;UTM  12      - 4,497,890.219   415,868.649   MT  0.99968712   -0 38 52.0
 LO1156
 LO1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1156!SPC UT C     -   0.99978259  x   0.99999450  =   0.99977709
 LO1156!UTM  12      -   0.99978259  x   0.99968712  =   0.99946978
 LO1156
 LO1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1586897890(NAD 83)
 LO1156
 LO1156                          SUPERSEDED SURVEY CONTROL
 LO1156
 LO1156  NAD 83(2007)-  40 37 39.23540(N)    111 59 41.16721(W) AD(2002.00) 0
 LO1156  ELLIP H (02/10/07) 1386.206  (m)                       GP(2002.00)    
 LO1156  ELLIP H (01/22/02) 1386.255  (m)                       GP(       ) 4 1
 LO1156  NAD 83(1994)-  40 37 39.23453(N)    111 59 41.16585(W) AD(       ) 2
 LO1156  ELLIP H (11/04/97) 1386.298  (m)                       GP(       ) 4 1
 LO1156  NAD 83(1993)-  40 37 39.23450(N)    111 59 41.16575(W) AD(       ) 2
 LO1156  NAD 83(1986)-  40 37 39.22357(N)    111 59 41.15782(W) AD(       ) 2
 LO1156  NGVD 29 (12/30/92) 1402.5    (m)  GEOID90  model used  GPS OBS        
 LO1156
 LO1156.Superseded values are not recommended for survey control.
 LO1156
 LO1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1156.See file dsdata.pdf to determine how the superseded data were derived.
 LO1156
 LO1156_MARKER: DD = SURVEY DISK
 LO1156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO1156_SP_SET: LIGHT BASE
 LO1156_STAMPING: U42 C 1988
 LO1156_MARK LOGO: NOS
 LO1156_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LO1156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO1156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO1156+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 LO1156
 LO1156  HISTORY     - Date     Condition        Report By
 LO1156  HISTORY     - 1988     MONUMENTED       NOS
 LO1156  HISTORY     - 19920723 GOOD             NOS
 LO1156  HISTORY     - 19950902 GOOD             NGS
 LO1156
 LO1156                          STATION DESCRIPTION
 LO1156
 LO1156'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 LO1156'STATION IS LOCATED AT THE SALT LAKE CITY MUNICIPAL 2 AIRPORT IN WEST
 LO1156'JORDAN, UT.  AIRPORT IS LOCATED AT JUNCTION OF 7800 SOUTH (CENTER ST)
 LO1156'AND WEST BINGHAM HWY (STATE RTE 48).
 LO1156'TO REACH FROM THE CODED ACCESS GATE ADJACENT TO THE TERMINAL BUILDING
 LO1156'GO NORTH OF THE RAMP BETWEEN THE FIRST TWO ROWS OF AIRCRAFT TIE-DOWNS
 LO1156'FOR 0.1 MI (0.16 KM) TO A LARGE RAMP AREA.  GO NORTHEAST ACROSS RAMP
 LO1156'FOR 0.1 MI (0.16 KM) TO THE JUNCTION OF AN EAST-WEST TAXIWAY AND A
 LO1156'NORTH-SOUTH TAXIWAY.  GO NORTH ON TAXIWAY FOR 0.35 MI (0.56 KM) TO
 LO1156'THE INTERSECTION OF A TAXIWAY LEADING NORTHEAST.  TURN RIGHT ON THE
 LO1156'TAXIWAY AND GO 0.1 MI (0.16 KM) TO THE INTERSECTION OF A
 LO1156'NORTHWESTERLY TAIXWAY AND THE STATION ON THE NORTH SIDE OF THE
 LO1156'NORTHWESTERLY TAXIWAY.
 LO1156'IT IS A STANDARD NOS DISK SET IN A DRILL HOLE IN THE SECOND TAXIWAY
 LO1156'LIGHT BASE WEST OF RUNWAY END 16 AND ADJACENT TO A PAINTED YELLOW BAR
 LO1156'ACROSS THE TAXIWAY NEAREST THE RUNWAY.
 LO1156
 LO1156                          STATION RECOVERY (1995)
 LO1156
 LO1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (NGS)
 LO1156'THE STATION IS LOCATED AT THE SALT LAKE CITY MUNICIPAL 2 AIRPORT NEAR
 LO1156'RUNWAY END 16.  THE STATION IS A STANDARD NOS DISK, STAMPED U42 C
 LO1156'1988, SET IN A DRILL HOLE IN THE SECOND TAXIWAY LIGHT BASE WEST OF THE
 LO1156'RUNWAY END AND ADJACENT TO THE HOLD BAR FOR THE RUNWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1157 ***********************************************************************
 LO1157  DESIGNATION -  U42 D
 LO1157  PID         -  LO1157
 LO1157  STATE/COUNTY-  UT/SALT LAKE
 LO1157  COUNTRY     -  US
 LO1157  USGS QUAD   -  MIDVALE (2017)
 LO1157
 LO1157                         *CURRENT SURVEY CONTROL
 LO1157  ______________________________________________________________________
 LO1157* NAD 83(2011) POSITION- 40 37 14.22454(N) 111 59 38.34726(W)   ADJUSTED
 LO1157* NAD 83(2011) ELLIP HT-  1387.721 (meters)        (06/27/12)   ADJUSTED
 LO1157* NAD 83(2011) EPOCH   -  2010.00
 LO1157* NAVD 88 ORTHO HEIGHT -  1405.0   (meters)     4610.    (feet) VERTCON3
 LO1157  ______________________________________________________________________
 LO1157  GEOID HEIGHT    -        -17.255 (meters)                     GEOID18
 LO1157  NAD 83(2011) X  - -1,816,062.421 (meters)                     COMP
 LO1157  NAD 83(2011) Y  - -4,496,271.101 (meters)                     COMP
 LO1157  NAD 83(2011) Z  -  4,131,439.127 (meters)                     COMP
 LO1157  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 LO1157
 LO1157  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LO1157  Standards:
 LO1157         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LO1157            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LO1157  -------------------------------------------------------------------
 LO1157  NETWORK    1.99   4.19           0.91   0.68   2.14     -0.10508752
 LO1157  -------------------------------------------------------------------
 LO1157  Click here for local accuracies and other accuracy information.
 LO1157
 LO1157.This mark is at Salt Lake City #2 Airport (U42)
 LO1157
 LO1157.The horizontal coordinates were established by GPS observations
 LO1157.and adjusted by the National Geodetic Survey in June 2012.
 LO1157
 LO1157.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LO1157.been affixed to the stable North American tectonic plate. See 
 LO1157.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LO1157
 LO1157.The horizontal coordinates are valid at the epoch date displayed above
 LO1157.which is a decimal equivalence of Year/Month/Day.
 LO1157
 LO1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1157
 LO1157.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1157.GEOID18 height accuracy estimate available here.
 LO1157
 LO1157.Click photographs - Photos may exist for this station.
 LO1157
 LO1157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LO1157
 LO1157.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1157
 LO1157.The ellipsoidal height was determined by GPS observations
 LO1157.and is referenced to NAD 83.
 LO1157
 LO1157. The following values were computed from the NAD 83(2011) position.
 LO1157
 LO1157;                    North         East     Units Scale Factor Converg.
 LO1157;SPC UT C     - 2,254,056.289   458,201.569   MT  0.99999282   -0 18 59.2
 LO1157;SPC UT C     - 7,395,183.01  1,503,282.98   sFT  0.99999282   -0 18 59.2
 LO1157;UTM  12      - 4,497,118.257   415,926.171   MT  0.99968700   -0 38 49.8
 LO1157
 LO1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1157!SPC UT C     -   0.99978236  x   0.99999282  =   0.99977518
 LO1157!UTM  12      -   0.99978236  x   0.99968700  =   0.99946943
 LO1157
 LO1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1592697118(NAD 83)
 LO1157
 LO1157                          SUPERSEDED SURVEY CONTROL
 LO1157
 LO1157  NAD 83(2007)-  40 37 14.22421(N)    111 59 38.34794(W) AD(2002.00) 0
 LO1157  ELLIP H (02/10/07) 1387.702  (m)                       GP(2002.00)    
 LO1157  ELLIP H (01/22/02) 1387.736  (m)                       GP(       ) 4 1
 LO1157  NAD 83(1994)-  40 37 14.22322(N)    111 59 38.34649(W) AD(       ) 2
 LO1157  ELLIP H (11/04/97) 1387.778  (m)                       GP(       ) 4 1
 LO1157  NAD 83(1993)-  40 37 14.22320(N)    111 59 38.34642(W) AD(       ) 2
 LO1157  NAD 83(1986)-  40 37 14.21226(N)    111 59 38.33833(W) AD(       ) 2
 LO1157  NGVD 29 (12/30/92) 1404.0    (m)  GEOID90  model used  GPS OBS        
 LO1157
 LO1157.Superseded values are not recommended for survey control.
 LO1157
 LO1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1157.See file dsdata.pdf to determine how the superseded data were derived.
 LO1157
 LO1157_MARKER: DD = SURVEY DISK
 LO1157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO1157_SP_SET: LIGHT BASE
 LO1157_STAMPING: U42 D 1992
 LO1157_MARK LOGO: NOS
 LO1157_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LO1157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO1157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO1157+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LO1157
 LO1157  HISTORY     - Date     Condition        Report By
 LO1157  HISTORY     - 1992     MONUMENTED       NOS
 LO1157  HISTORY     - 19950902 GOOD             NGS
 LO1157
 LO1157                          STATION DESCRIPTION
 LO1157
 LO1157'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 LO1157'STATION IS LOCATED AT THE SALT LAKE CITY MUNICIPAL 2 AIRPORT WHICH IS
 LO1157'IN THE CITY OF WEST JORDAN AT THE INTERSECTION OF 7800 SOUTH (CENTER
 LO1157'ST) AND WEST BINGHAM HWY (STATE RTE 48).
 LO1157'FROM THE CODED ACCESS GATE AT THE TERMINAL BUILDING GO NORTH ON THE
 LO1157'RAMP BETWEEN THE FIRST TWO ROWS OF AIRCRAFT TIE-DOWNS FOR 0.1 MI
 LO1157'(0.16 KM) TO A LARGE RAMP AREA.  GO NORTHEAST ACROSS THE RAMP FOR 0.1
 LO1157'MI (0.16 KM) TO AN EAST-WEST TAXIWAY. TURN RIGHT ON TAXIWAY AND GO
 LO1157'0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT IN THE GRASS AREA NEAR
 LO1157'A WINDVANE.
 LO1157'IT IS 223.4 FT (68.09 M) NORTHWEST OF THE SECOND RUNWAY LIGHT SOUTH OF
 LO1157'THE INTERSECTION OF A CONNECTING TAXIWAY, 158.44 FT (48.29 M)
 LO1157'SOUTHWEST OF THE TAXIWAY LIGHT ON THE SOUTH SIDE OF THE TAXIWAY
 LO1157'ADJACENT TO THE PAINTED YELLOW STRIPE ACROSS THE TAXIWAY AND 87.8 FT
 LO1157'(26.76 M) NORTHWEST OF A SMALL WINDVANE TOWER.
 LO1157'SET IN A DRILL HOLE IN THE SOUTH SIDE OF AN ABANDONED LIGHT BASE.
 LO1157
 LO1157                          STATION RECOVERY (1995)
 LO1157
 LO1157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (NGS)
 LO1157'THE STATION IS LOCATED AT THE SALT LAKE CITY MUNICIPAL 2 AIRPORT
 LO1157'MIDFIELD ON THE WEST SIDE OF THE RUNWAY.  THE STATION IS A STANDARD
 LO1157'NOS DISK STAMPED U42 D 1992, SET IN A DRILL HOLE ON THE SOUTH SIDE OF
 LO1157'AN ABANDONED LIGHT BASE.  THE STATION IS LOCATED 223.4 FT (68.1 M)
 LO1157'NORTHWEST OF THE SECOND RUNWAY LIGHT SOUTH OF THE INTERSECTION OF A
 LO1157'CONNECTING TAXIWAY, 158.4 FT (48.3 M) SOUTHWEST OF THE TAXIWAY LIGHT
 LO1157'ON THE SOUTH SIDE OF THE TAXIWAY THAT IS ADJACENT TO THE HOLD BAR FOR
 LO1157'THE RUNWAY AND 87.8 FT (26.8 M) NORTHWEST OF A SMALL WINDVANE TOWER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DI1891 ***********************************************************************
 DI1891  PACS        -  This is a Primary Airport Control Station.
 DI1891  DESIGNATION -  U52 A
 DI1891  PID         -  DI1891
 DI1891  STATE/COUNTY-  UT/BEAVER
 DI1891  COUNTRY     -  US
 DI1891  USGS QUAD   -  GREENVILLE BENCH (2017)
 DI1891
 DI1891                         *CURRENT SURVEY CONTROL
 DI1891  ______________________________________________________________________
 DI1891* NAD 83(2011) POSITION- 38 13 54.91577(N) 112 40 34.14120(W)   ADJUSTED
 DI1891* NAD 83(2011) ELLIP HT-  1752.431 (meters)        (06/27/12)   ADJUSTED
 DI1891* NAD 83(2011) EPOCH   -  2010.00
 DI1891* NAVD 88 ORTHO HEIGHT -  1772.78  (meters)     5816.2   (feet) GPS OBS
 DI1891  ______________________________________________________________________
 DI1891  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI1891  GEOID HEIGHT    -        -20.328 (meters)                     GEOID03
 DI1891  GEOID HEIGHT    -        -20.369 (meters)                     GEOID18
 DI1891  NAD 83(2011) X  - -1,934,516.975 (meters)                     COMP
 DI1891  NAD 83(2011) Y  - -4,630,024.234 (meters)                     COMP
 DI1891  NAD 83(2011) Z  -  3,926,782.026 (meters)                     COMP
 DI1891  LAPLACE CORR    -          6.91  (seconds)                    DEFLEC18
 DI1891
 DI1891  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI1891  Standards:
 DI1891         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI1891            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI1891  -------------------------------------------------------------------
 DI1891  NETWORK    0.64   1.20           0.29   0.22   0.61      0.13241434
 DI1891  -------------------------------------------------------------------
 DI1891  Click here for local accuracies and other accuracy information.
 DI1891
 DI1891.This mark is at Beaver Municipal Airport  (U52)
 DI1891
 DI1891.The horizontal coordinates were established by GPS observations
 DI1891.and adjusted by the National Geodetic Survey in June 2012.
 DI1891
 DI1891.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI1891.been affixed to the stable North American tectonic plate. See 
 DI1891.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI1891
 DI1891.The horizontal coordinates are valid at the epoch date displayed above
 DI1891.which is a decimal equivalence of Year/Month/Day.
 DI1891
 DI1891.The orthometric height was determined by GPS observations and a
 DI1891.high-resolution geoid model.
 DI1891
 DI1891.GPS derived orthometric heights for airport stations designated as
 DI1891.PACS or SACS are published to 2 decimal places.  This maintains
 DI1891.centimeter relative accuracy between the PACS and SACS.  It does
 DI1891.not indicate centimeter accuracy relative to other marks which are
 DI1891.part of the published vertical control network.
 DI1891
 DI1891.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1891.GEOID18 height accuracy estimate available here.
 DI1891
 DI1891.Click photographs - Photos may exist for this station.
 DI1891
 DI1891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1891
 DI1891.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI1891
 DI1891.The ellipsoidal height was determined by GPS observations
 DI1891.and is referenced to NAD 83.
 DI1891
 DI1891. The following values were computed from the NAD 83(2011) position.
 DI1891
 DI1891;                    North         East     Units Scale Factor Converg.
 DI1891;SPC UT S     - 3,174,368.882   397,026.597   MT  0.99998178   -0 43 14.2
 DI1891;SPC UT S     -10,414,575.24  1,302,578.09   sFT  0.99998178   -0 43 14.2
 DI1891;UTM  12      - 4,232,875.804   353,298.194   MT  0.99986505   -1 02 14.9
 DI1891
 DI1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1891!SPC UT S     -   0.99972510  x   0.99998178  =   0.99970689
 DI1891!UTM  12      -   0.99972510  x   0.99986505  =   0.99959019
 DI1891
 DI1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH5329832875(NAD 83)
 DI1891
 DI1891                          SUPERSEDED SURVEY CONTROL
 DI1891
 DI1891  NAD 83(2007)-  38 13 54.91560(N)    112 40 34.14133(W) AD(2002.00) A
 DI1891  ELLIP H (05/07/09) 1752.430  (m)                       GP(2002.00) 3 1
 DI1891  NAD 83(1994)-  38 13 54.91526(N)    112 40 34.14074(W) AD(       ) A
 DI1891  ELLIP H (09/19/06) 1752.432  (m)                       GP(       ) 3 1
 DI1891
 DI1891.Superseded values are not recommended for survey control.
 DI1891
 DI1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1891.See file dsdata.pdf to determine how the superseded data were derived.
 DI1891
 DI1891_MARKER: I = METAL ROD
 DI1891_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DI1891_STAMPING: U52A 2006
 DI1891_MARK LOGO: SUNENG
 DI1891_PROJECTION: FLUSH
 DI1891_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1891_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DI1891+STABILITY: POSITION/ELEVATION WELL
 DI1891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1891+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 DI1891_ROD/PIPE-DEPTH: 15.6 meters
 DI1891_SLEEVE-DEPTH  : 1.2 meters
 DI1891
 DI1891  HISTORY     - Date     Condition        Report By
 DI1891  HISTORY     - 20060906 MONUMENTED       SUNENG
 DI1891
 DI1891                          STATION DESCRIPTION
 DI1891
 DI1891'DESCRIBED BY SUNRISE ENGINEERING 2006
 DI1891'THE STATION IS LOCATED AT THE BEAVER MUNICIPAL AIRPORT. TO ACCESS THE
 DI1891'STATION FROM I-15 EXIT 109 HEAD WEST 0.1 MI (0.16 KM) TO THE FRONTAGE
 DI1891'ROAD, TURN LEFT AND TRAVEL SOUTH FOR 0.7 MI (1.13 KM) TO A Y IN THE
 DI1891'ROAD VEER RIGHT HEAD WESTERLY FOR 1.6 MI (2.57 KM) TURN LEFT AND HEAD
 DI1891'0.9 MI (1.45 KM) TO AIRPORT GROUNDS.  TAKE THE TAXIWAY TO THE RUNWAY
 DI1891'TURN LEFT AND HEAD NORTHWEST ON THE RUNWAY 750 FT (228.6 M) THE
 DI1891'STATION IS 270 FT (82.3 M) SOUTHWEST OF THE SOUTWEST EDGE OF THE
 DI1891'RUNWAY 6 FT (1.8 M) SOUTH OF A CARSONITE POST.  ACCESS IS THROUGH AN
 DI1891'ALUMINUM LID.  A STAINLESS STEEL ROD WITH GREASE FILLED SLEEVE DRIVEN
 DI1891'TO REFUSAL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DI2118 ***********************************************************************
 DI2118  SACS        -  This is a Secondary Airport Control Station.
 DI2118  DESIGNATION -  U52 B
 DI2118  PID         -  DI2118
 DI2118  STATE/COUNTY-  UT/BEAVER
 DI2118  COUNTRY     -  US
 DI2118  USGS QUAD   -  GREENVILLE BENCH (2017)
 DI2118
 DI2118                         *CURRENT SURVEY CONTROL
 DI2118  ______________________________________________________________________
 DI2118* NAD 83(2011) POSITION- 38 14 12.69686(N) 112 40 48.46510(W)   ADJUSTED
 DI2118* NAD 83(2011) ELLIP HT-  1743.720 (meters)        (06/27/12)   ADJUSTED
 DI2118* NAD 83(2011) EPOCH   -  2010.00
 DI2118* NAVD 88 ORTHO HEIGHT -  1764.09  (meters)     5787.7   (feet) GPS OBS
 DI2118  ______________________________________________________________________
 DI2118  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI2118  GEOID HEIGHT    -        -20.345 (meters)                     GEOID03
 DI2118  GEOID HEIGHT    -        -20.388 (meters)                     GEOID18
 DI2118  NAD 83(2011) X  - -1,934,704.994 (meters)                     COMP
 DI2118  NAD 83(2011) Y  - -4,629,570.416 (meters)                     COMP
 DI2118  NAD 83(2011) Z  -  3,927,207.399 (meters)                     COMP
 DI2118  LAPLACE CORR    -          6.79  (seconds)                    DEFLEC18
 DI2118
 DI2118  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI2118  Standards:
 DI2118         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI2118            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI2118  -------------------------------------------------------------------
 DI2118  NETWORK    0.66   1.23           0.30   0.23   0.63      0.13132624
 DI2118  -------------------------------------------------------------------
 DI2118  Click here for local accuracies and other accuracy information.
 DI2118
 DI2118.This mark is at Beaver Municipal Airport  (U52)
 DI2118
 DI2118.The horizontal coordinates were established by GPS observations
 DI2118.and adjusted by the National Geodetic Survey in June 2012.
 DI2118
 DI2118.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI2118.been affixed to the stable North American tectonic plate. See 
 DI2118.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI2118
 DI2118.The horizontal coordinates are valid at the epoch date displayed above
 DI2118.which is a decimal equivalence of Year/Month/Day.
 DI2118
 DI2118.The orthometric height was determined by GPS observations and a
 DI2118.high-resolution geoid model.
 DI2118
 DI2118.GPS derived orthometric heights for airport stations designated as
 DI2118.PACS or SACS are published to 2 decimal places.  This maintains
 DI2118.centimeter relative accuracy between the PACS and SACS.  It does
 DI2118.not indicate centimeter accuracy relative to other marks which are
 DI2118.part of the published vertical control network.
 DI2118
 DI2118.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI2118.GEOID18 height accuracy estimate available here.
 DI2118
 DI2118.Click photographs - Photos may exist for this station.
 DI2118
 DI2118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI2118
 DI2118.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI2118
 DI2118.The ellipsoidal height was determined by GPS observations
 DI2118.and is referenced to NAD 83.
 DI2118
 DI2118. The following values were computed from the NAD 83(2011) position.
 DI2118
 DI2118;                    North         East     Units Scale Factor Converg.
 DI2118;SPC UT S     - 3,174,921.472   396,685.179   MT  0.99998246   -0 43 23.0
 DI2118;SPC UT S     -10,416,388.20  1,301,457.96   sFT  0.99998246   -0 43 23.0
 DI2118;UTM  12      - 4,233,430.210   352,959.878   MT  0.99986628   -1 02 24.1
 DI2118
 DI2118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI2118!SPC UT S     -   0.99972647  x   0.99998246  =   0.99970893
 DI2118!UTM  12      -   0.99972647  x   0.99986628  =   0.99959278
 DI2118
 DI2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH5295933430(NAD 83)
 DI2118
 DI2118                          SUPERSEDED SURVEY CONTROL
 DI2118
 DI2118  NAD 83(2007)-  38 14 12.69668(N)    112 40 48.46524(W) AD(2002.00) 1
 DI2118  ELLIP H (07/08/09) 1743.720  (m)                       GP(2002.00) 4 1
 DI2118  NAD 83(1994)-  38 14 12.69634(N)    112 40 48.46465(W) AD(       ) 1
 DI2118  ELLIP H (10/10/06) 1743.722  (m)                       GP(       ) 4 1
 DI2118
 DI2118.Superseded values are not recommended for survey control.
 DI2118
 DI2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI2118.See file dsdata.pdf to determine how the superseded data were derived.
 DI2118
 DI2118_MARKER: DD = SURVEY DISK
 DI2118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI2118_STAMPING: U52B 2006
 DI2118_MARK LOGO: SUNENG
 DI2118_PROJECTION: FLUSH
 DI2118_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI2118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI2118+STABILITY: SURFACE MOTION
 DI2118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI2118+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 DI2118
 DI2118  HISTORY     - Date     Condition        Report By
 DI2118  HISTORY     - 20060726 MONUMENTED       SUNENG
 DI2118
 DI2118                          STATION DESCRIPTION
 DI2118
 DI2118'DESCRIBED BY SUNRISE ENGINEERING 2006
 DI2118'THE STATION IS LOCATED AT THE BEAVER MUNICIPAL AIRPORT. TO ACCESS THE
 DI2118'STATION FROM I-15 EXIT 109 HEAD WEST 0.1 MI (0.16 KM) TO THE FRONTAGE
 DI2118'ROAD, TURN LEFT AND TRAVEL SOUTH FOR 0.7 MI (1.13 KM) TO A Y IN THE
 DI2118'ROAD VEER RIGHT HEAD WESTERLY FOR 1.6 MI (2.57 KM) TURN LEFT AND HEAD
 DI2118'0.9 MI (1.45 KM) TO AIRPORT GROUNDS.  TAKE THE TAXIWAY TO THE RUNWAY
 DI2118'TURN LEFT AND HEAD NORTHWEST ON THE RUNWAY 3000 FT (228.6 M) TO THE
 DI2118'END OF THE RUNWAY THE STATION IS 195 FT (82.3 M) SOUTHWEST OF THE
 DI2118'SOUTWEST CORNER OF THE TURNAROUND 6 FT (1.8 M) SOUTH OF A CARSONITE
 DI2118'POST. A STANDARD DISK SET IN THE TOP OF A CONCRETE MONUMENT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DI2119 ***********************************************************************
 DI2119  SACS        -  This is a Secondary Airport Control Station.
 DI2119  DESIGNATION -  U52 C
 DI2119  PID         -  DI2119
 DI2119  STATE/COUNTY-  UT/BEAVER
 DI2119  COUNTRY     -  US
 DI2119  USGS QUAD   -  GREENVILLE BENCH (2017)
 DI2119
 DI2119                         *CURRENT SURVEY CONTROL
 DI2119  ______________________________________________________________________
 DI2119* NAD 83(2011) POSITION- 38 13 33.47340(N) 112 40 17.04527(W)   ADJUSTED
 DI2119* NAD 83(2011) ELLIP HT-  1765.122 (meters)        (06/27/12)   ADJUSTED
 DI2119* NAD 83(2011) EPOCH   -  2010.00
 DI2119* NAVD 88 ORTHO HEIGHT -  1785.45  (meters)     5857.8   (feet) GPS OBS
 DI2119  ______________________________________________________________________
 DI2119  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI2119  GEOID HEIGHT    -        -20.305 (meters)                     GEOID03
 DI2119  GEOID HEIGHT    -        -20.344 (meters)                     GEOID18
 DI2119  NAD 83(2011) X  - -1,934,294.796 (meters)                     COMP
 DI2119  NAD 83(2011) Y  - -4,630,571.368 (meters)                     COMP
 DI2119  NAD 83(2011) Z  -  3,926,270.377 (meters)                     COMP
 DI2119  LAPLACE CORR    -          7.05  (seconds)                    DEFLEC18
 DI2119
 DI2119  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI2119  Standards:
 DI2119         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI2119            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI2119  -------------------------------------------------------------------
 DI2119  NETWORK    0.66   1.23           0.30   0.23   0.63      0.12757990
 DI2119  -------------------------------------------------------------------
 DI2119  Click here for local accuracies and other accuracy information.
 DI2119
 DI2119.This mark is at Beaver Municipal Airport  (U52)
 DI2119
 DI2119.The horizontal coordinates were established by GPS observations
 DI2119.and adjusted by the National Geodetic Survey in June 2012.
 DI2119
 DI2119.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI2119.been affixed to the stable North American tectonic plate. See 
 DI2119.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI2119
 DI2119.The horizontal coordinates are valid at the epoch date displayed above
 DI2119.which is a decimal equivalence of Year/Month/Day.
 DI2119
 DI2119.The orthometric height was determined by GPS observations and a
 DI2119.high-resolution geoid model.
 DI2119
 DI2119.GPS derived orthometric heights for airport stations designated as
 DI2119.PACS or SACS are published to 2 decimal places.  This maintains
 DI2119.centimeter relative accuracy between the PACS and SACS.  It does
 DI2119.not indicate centimeter accuracy relative to other marks which are
 DI2119.part of the published vertical control network.
 DI2119
 DI2119.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI2119.GEOID18 height accuracy estimate available here.
 DI2119
 DI2119.Click photographs - Photos may exist for this station.
 DI2119
 DI2119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI2119
 DI2119.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI2119
 DI2119.The ellipsoidal height was determined by GPS observations
 DI2119.and is referenced to NAD 83.
 DI2119
 DI2119. The following values were computed from the NAD 83(2011) position.
 DI2119
 DI2119;                    North         East     Units Scale Factor Converg.
 DI2119;SPC UT S     - 3,173,702.583   397,434.063   MT  0.99998097   -0 43 03.7
 DI2119;SPC UT S     -10,412,389.22  1,303,914.92   sFT  0.99998097   -0 43 03.7
 DI2119;UTM  12      - 4,232,207.341   353,701.923   MT  0.99986360   -1 02 03.8
 DI2119
 DI2119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI2119!SPC UT S     -   0.99972311  x   0.99998097  =   0.99970409
 DI2119!UTM  12      -   0.99972311  x   0.99986360  =   0.99958675
 DI2119
 DI2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH5370132207(NAD 83)
 DI2119
 DI2119                          SUPERSEDED SURVEY CONTROL
 DI2119
 DI2119  NAD 83(2007)-  38 13 33.47322(N)    112 40 17.04541(W) AD(2002.00) 1
 DI2119  ELLIP H (07/08/09) 1765.121  (m)                       GP(2002.00) 4 1
 DI2119  NAD 83(1994)-  38 13 33.47288(N)    112 40 17.04482(W) AD(       ) 1
 DI2119  ELLIP H (10/10/06) 1765.123  (m)                       GP(       ) 4 1
 DI2119
 DI2119.Superseded values are not recommended for survey control.
 DI2119
 DI2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI2119.See file dsdata.pdf to determine how the superseded data were derived.
 DI2119
 DI2119_MARKER: DD = SURVEY DISK
 DI2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI2119_STAMPING: U52C 2006
 DI2119_MARK LOGO: SUNENG
 DI2119_PROJECTION: FLUSH
 DI2119_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI2119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI2119+STABILITY: SURFACE MOTION
 DI2119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI2119+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 DI2119
 DI2119  HISTORY     - Date     Condition        Report By
 DI2119  HISTORY     - 20060726 MONUMENTED       SUNENG
 DI2119
 DI2119                          STATION DESCRIPTION
 DI2119
 DI2119'DESCRIBED BY SUNRISE ENGINEERING 2006
 DI2119'THE STATION IS LOCATED AT THE BEAVER MUNICIPAL AIRPORT. TO ACCESS THE
 DI2119'STATION FROM I-15 EXIT 109 HEAD WEST 0.1 MI (0.16 KM) TO THE FRONTAGE
 DI2119'ROAD, TURN LEFT AND TRAVEL SOUTH FOR 0.7 MI (1.13 KM) TO A Y IN THE
 DI2119'ROAD VEER RIGHT HEAD WESTERLY FOR 1.6 MI (2.57 KM) TURN LEFT AND HEAD
 DI2119'0.9 MI (1.45 KM) TO AIRPORT GROUNDS.  TAKE THE TAXIWAY TO THE RUNWAY
 DI2119'TURN RIGHT AND HEAD SOUTHEAST ON THE RUNWAY 1850 FT (228.6 M) TO THE
 DI2119'END OF THE RUNWAY THE STATION IS 183 FT (82.3 M) W-NW OF THE NORTHWEST
 DI2119'CORNER OF THE TURNAROUND 6 FT (1.8 M) SOUTH OF A CARSONITE POST.  A
 DI2119'STANDARD DISK SET IN THE TOP OF A CONCRETE MONUMENT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DI1890 ***********************************************************************
 DI1890  PACS        -  This is a Primary Airport Control Station.
 DI1890  DESIGNATION -  U55 A
 DI1890  PID         -  DI1890
 DI1890  STATE/COUNTY-  UT/GARFIELD
 DI1890  COUNTRY     -  US
 DI1890  USGS QUAD   -  PANGUITCH (2017)
 DI1890
 DI1890                         *CURRENT SURVEY CONTROL
 DI1890  ______________________________________________________________________
 DI1890* NAD 83(2011) POSITION- 37 50 43.52224(N) 112 23 36.42189(W)   ADJUSTED
 DI1890* NAD 83(2011) ELLIP HT-  2034.394 (meters)        (06/27/12)   ADJUSTED
 DI1890* NAD 83(2011) EPOCH   -  2010.00
 DI1890* NAVD 88 ORTHO HEIGHT -  2054.50  (meters)     6740.5   (feet) GPS OBS
 DI1890  ______________________________________________________________________
 DI1890  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI1890  GEOID HEIGHT    -        -20.087 (meters)                     GEOID03
 DI1890  GEOID HEIGHT    -        -20.154 (meters)                     GEOID18
 DI1890  NAD 83(2011) X  - -1,921,807.100 (meters)                     COMP
 DI1890  NAD 83(2011) Y  - -4,664,166.746 (meters)                     COMP
 DI1890  NAD 83(2011) Z  -  3,893,157.772 (meters)                     COMP
 DI1890  LAPLACE CORR    -          5.64  (seconds)                    DEFLEC18
 DI1890
 DI1890  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI1890  Standards:
 DI1890         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI1890            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI1890  -------------------------------------------------------------------
 DI1890  NETWORK    0.66   1.18           0.31   0.21   0.60      0.12235051
 DI1890  -------------------------------------------------------------------
 DI1890  Click here for local accuracies and other accuracy information.
 DI1890
 DI1890.This mark is at Panguitch Municipal Airport  (U55)
 DI1890
 DI1890.The horizontal coordinates were established by GPS observations
 DI1890.and adjusted by the National Geodetic Survey in June 2012.
 DI1890
 DI1890.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI1890.been affixed to the stable North American tectonic plate. See 
 DI1890.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI1890
 DI1890.The horizontal coordinates are valid at the epoch date displayed above
 DI1890.which is a decimal equivalence of Year/Month/Day.
 DI1890
 DI1890.The orthometric height was determined by GPS observations and a
 DI1890.high-resolution geoid model.
 DI1890
 DI1890.GPS derived orthometric heights for airport stations designated as
 DI1890.PACS or SACS are published to 2 decimal places.  This maintains
 DI1890.centimeter relative accuracy between the PACS and SACS.  It does
 DI1890.not indicate centimeter accuracy relative to other marks which are
 DI1890.part of the published vertical control network.
 DI1890
 DI1890.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1890.GEOID18 height accuracy estimate available here.
 DI1890
 DI1890.Click photographs - Photos may exist for this station.
 DI1890
 DI1890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1890
 DI1890.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI1890
 DI1890.The ellipsoidal height was determined by GPS observations
 DI1890.and is referenced to NAD 83.
 DI1890
 DI1890. The following values were computed from the NAD 83(2011) position.
 DI1890
 DI1890;                    North         East     Units Scale Factor Converg.
 DI1890;SPC UT S     - 3,131,198.322   421,366.590   MT  0.99995187   -0 32 50.7
 DI1890;SPC UT S     -10,272,939.83  1,382,433.55   sFT  0.99995187   -0 32 50.7
 DI1890;UTM  12      - 4,189,579.372   377,399.398   MT  0.99978513   -0 51 18.1
 DI1890
 DI1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1890!SPC UT S     -   0.99968087  x   0.99995187  =   0.99963276
 DI1890!UTM  12      -   0.99968087  x   0.99978513  =   0.99946607
 DI1890
 DI1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG7739989579(NAD 83)
 DI1890
 DI1890                          SUPERSEDED SURVEY CONTROL
 DI1890
 DI1890  NAD 83(2007)-  37 50 43.52206(N)    112 23 36.42211(W) AD(2002.00) A
 DI1890  ELLIP H (05/07/09) 2034.393  (m)                       GP(2002.00) 3 1
 DI1890  NAD 83(1994)-  37 50 43.52173(N)    112 23 36.42148(W) AD(       ) A
 DI1890  ELLIP H (09/19/06) 2034.394  (m)                       GP(       ) 3 1
 DI1890
 DI1890.Superseded values are not recommended for survey control.
 DI1890
 DI1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1890.See file dsdata.pdf to determine how the superseded data were derived.
 DI1890
 DI1890_MARKER: I = METAL ROD
 DI1890_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DI1890_STAMPING: U55A 2006
 DI1890_MARK LOGO: SUNENG
 DI1890_PROJECTION: FLUSH
 DI1890_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1890_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DI1890+STABILITY: POSITION/ELEVATION WELL
 DI1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1890+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 DI1890_ROD/PIPE-DEPTH: 3.4 meters
 DI1890_SLEEVE-DEPTH  : 1.2 meters
 DI1890
 DI1890  HISTORY     - Date     Condition        Report By
 DI1890  HISTORY     - 20060906 MONUMENTED       SUNENG
 DI1890
 DI1890                          STATION DESCRIPTION
 DI1890
 DI1890'DESCRIBED BY SUNRISE ENGINEERING 2006
 DI1890'THE STATION IS LOCATED AT THE PANGUITCH AIRPORT. TO ACCESS THE STATION
 DI1890'FROM HWY 89 MI (143.23 KM) MARKER 133 TRAVEL NORTH 0.1 MI (0.16 KM) TO
 DI1890'AIRPORT ROAD, TURN RIGHT AND HEAD EAST FOR 1.1 MI (1.77 KM) TURN LEFT
 DI1890'AND HEAD NORTH FOR 0.2 MI (0.32 KM) TURN RIGHT AND HEAD EAST FOR 1.5
 DI1890'MI (2.41 KM) ON A MEANDERING ROAD TO AIRPORT ENTRANCE TAKE TAXIWAY TO
 DI1890'RUNWAY, TURN RIGHT AND FOLLOW RUNWAY 1320 FT (402.3 M) SOUTHWEST THE
 DI1890'STATION IS 404 FT (123.1 M) NORTH-NORTHWEST OF THE NORTH-NORTHWEST
 DI1890'EDGE OF THE RUNWAY 6 FT (1.8 M) SOUTH OF A CARSONITE POST.  ACCESS IS
 DI1890'THROUGH AN ALUMINUM LID.  A STAINLESS STEEL ROD WITH GREASE FILLED
 DI1890'SLEEVE DRIVEN TO REFUSAL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DI2120 ***********************************************************************
 DI2120  SACS        -  This is a Secondary Airport Control Station.
 DI2120  DESIGNATION -  U55 B
 DI2120  PID         -  DI2120
 DI2120  STATE/COUNTY-  UT/GARFIELD
 DI2120  COUNTRY     -  US
 DI2120  USGS QUAD   -  PANGUITCH (2017)
 DI2120
 DI2120                         *CURRENT SURVEY CONTROL
 DI2120  ______________________________________________________________________
 DI2120* NAD 83(2011) POSITION- 37 51 09.26848(N) 112 23 25.97602(W)   ADJUSTED
 DI2120* NAD 83(2011) ELLIP HT-  2035.612 (meters)        (06/27/12)   ADJUSTED
 DI2120* NAD 83(2011) EPOCH   -  2010.00
 DI2120* NAVD 88 ORTHO HEIGHT -  2055.71  (meters)     6744.4   (feet) GPS OBS
 DI2120  ______________________________________________________________________
 DI2120  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI2120  GEOID HEIGHT    -        -20.073 (meters)                     GEOID03
 DI2120  GEOID HEIGHT    -        -20.136 (meters)                     GEOID18
 DI2120  NAD 83(2011) X  - -1,921,385.667 (meters)                     COMP
 DI2120  NAD 83(2011) Y  - -4,663,814.472 (meters)                     COMP
 DI2120  NAD 83(2011) Z  -  3,893,785.526 (meters)                     COMP
 DI2120  LAPLACE CORR    -          5.73  (seconds)                    DEFLEC18
 DI2120
 DI2120  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI2120  Standards:
 DI2120         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI2120            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI2120  -------------------------------------------------------------------
 DI2120  NETWORK    0.66   1.35           0.31   0.21   0.69      0.12265525
 DI2120  -------------------------------------------------------------------
 DI2120  Click here for local accuracies and other accuracy information.
 DI2120
 DI2120.This mark is at Panguitch Municipal Airport  (U55)
 DI2120
 DI2120.The horizontal coordinates were established by GPS observations
 DI2120.and adjusted by the National Geodetic Survey in June 2012.
 DI2120
 DI2120.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI2120.been affixed to the stable North American tectonic plate. See 
 DI2120.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI2120
 DI2120.The horizontal coordinates are valid at the epoch date displayed above
 DI2120.which is a decimal equivalence of Year/Month/Day.
 DI2120
 DI2120.The orthometric height was determined by GPS observations and a
 DI2120.high-resolution geoid model.
 DI2120
 DI2120.GPS derived orthometric heights for airport stations designated as
 DI2120.PACS or SACS are published to 2 decimal places.  This maintains
 DI2120.centimeter relative accuracy between the PACS and SACS.  It does
 DI2120.not indicate centimeter accuracy relative to other marks which are
 DI2120.part of the published vertical control network.
 DI2120
 DI2120.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI2120.GEOID18 height accuracy estimate available here.
 DI2120
 DI2120.Click photographs - Photos may exist for this station.
 DI2120
 DI2120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI2120
 DI2120.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI2120
 DI2120.The ellipsoidal height was determined by GPS observations
 DI2120.and is referenced to NAD 83.
 DI2120
 DI2120. The following values were computed from the NAD 83(2011) position.
 DI2120
 DI2120;                    North         East     Units Scale Factor Converg.
 DI2120;SPC UT S     - 3,131,989.609   421,629.517   MT  0.99995201   -0 32 44.3
 DI2120;SPC UT S     -10,275,535.91  1,383,296.17   sFT  0.99995201   -0 32 44.3
 DI2120;UTM  12      - 4,190,369.104   377,666.526   MT  0.99978433   -0 51 12.2
 DI2120
 DI2120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI2120!SPC UT S     -   0.99968068  x   0.99995201  =   0.99963271
 DI2120!UTM  12      -   0.99968068  x   0.99978433  =   0.99946508
 DI2120
 DI2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG7766690369(NAD 83)
 DI2120
 DI2120                          SUPERSEDED SURVEY CONTROL
 DI2120
 DI2120  NAD 83(2007)-  37 51 09.26830(N)    112 23 25.97624(W) AD(2002.00) 1
 DI2120  ELLIP H (07/08/09) 2035.611  (m)                       GP(2002.00) 4 1
 DI2120  NAD 83(1994)-  37 51 09.26797(N)    112 23 25.97561(W) AD(       ) 1
 DI2120  ELLIP H (10/10/06) 2035.613  (m)                       GP(       ) 4 1
 DI2120
 DI2120.Superseded values are not recommended for survey control.
 DI2120
 DI2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI2120.See file dsdata.pdf to determine how the superseded data were derived.
 DI2120
 DI2120_MARKER: DD = SURVEY DISK
 DI2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI2120_STAMPING: U55B 2006
 DI2120_MARK LOGO: SUNENG
 DI2120_PROJECTION: FLUSH
 DI2120_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI2120+STABILITY: SURFACE MOTION
 DI2120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI2120+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 DI2120
 DI2120  HISTORY     - Date     Condition        Report By
 DI2120  HISTORY     - 20060927 MONUMENTED       SUNENG
 DI2120
 DI2120                          STATION DESCRIPTION
 DI2120
 DI2120'DESCRIBED BY SUNRISE ENGINEERING 2006
 DI2120'THE STATION IS LOCATED AT THE PANGUITCH AIRPORT. TO ACCESS THE STATION
 DI2120'FROM HWY 89 MI (143.23 KM) MARKER 133 TRAVEL NORTH 0.1 MI (0.16 KM) TO
 DI2120'AIRPORT ROAD, TURN RIGHT AND HEAD EAST FOR 1.1 MI (1.77 KM) TURN LEFT
 DI2120'AND HEAD NORTH FOR 0.2 MI (0.32 KM) TURN RIGHT AND HEAD EAST FOR 1.5
 DI2120'MI (2.41 KM) ON A MEANDERING ROAD TO AIRPORT ENTRANCE TAKE TAXIWAY TO
 DI2120'RUNWAY, TURN LEFT AND FOLLOW RUNWAY 1450 FT (442.0 M) NORTHEAST TO THE
 DI2120'END OF THE RUNWAY THE STATION IS 200 FT (61.0 M) WEST OF THE SOUTHWEST
 DI2120'CORNER OF A TURNAROUND 6 FT (1.8 M) SOUTH OF A CARSONITE POST.  A
 DI2120'STANDARD DISK SET IN THE TOP OF A CONCRETE MONUMENT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DI2121 ***********************************************************************
 DI2121  SACS        -  This is a Secondary Airport Control Station.
 DI2121  DESIGNATION -  U55 C
 DI2121  PID         -  DI2121
 DI2121  STATE/COUNTY-  UT/GARFIELD
 DI2121  COUNTRY     -  US
 DI2121  USGS QUAD   -  PANGUITCH (2017)
 DI2121
 DI2121                         *CURRENT SURVEY CONTROL
 DI2121  ______________________________________________________________________
 DI2121* NAD 83(2011) POSITION- 37 50 19.13765(N) 112 23 45.68404(W)   ADJUSTED
 DI2121* NAD 83(2011) ELLIP HT-  2030.009 (meters)        (06/27/12)   ADJUSTED
 DI2121* NAD 83(2011) EPOCH   -  2010.00
 DI2121* NAVD 88 ORTHO HEIGHT -  2050.13  (meters)     6726.1   (feet) GPS OBS
 DI2121  ______________________________________________________________________
 DI2121  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI2121  GEOID HEIGHT    -        -20.099 (meters)                     GEOID03
 DI2121  GEOID HEIGHT    -        -20.171 (meters)                     GEOID18
 DI2121  NAD 83(2011) X  - -1,922,191.006 (meters)                     COMP
 DI2121  NAD 83(2011) Y  - -4,664,503.818 (meters)                     COMP
 DI2121  NAD 83(2011) Z  -  3,892,561.181 (meters)                     COMP
 DI2121  LAPLACE CORR    -          5.50  (seconds)                    DEFLEC18
 DI2121
 DI2121  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI2121  Standards:
 DI2121         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI2121            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI2121  -------------------------------------------------------------------
 DI2121  NETWORK    0.66   1.35           0.31   0.21   0.69      0.12491030
 DI2121  -------------------------------------------------------------------
 DI2121  Click here for local accuracies and other accuracy information.
 DI2121
 DI2121.This mark is at Panguitch Municipal Airport  (U55)
 DI2121
 DI2121.The horizontal coordinates were established by GPS observations
 DI2121.and adjusted by the National Geodetic Survey in June 2012.
 DI2121
 DI2121.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI2121.been affixed to the stable North American tectonic plate. See 
 DI2121.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI2121
 DI2121.The horizontal coordinates are valid at the epoch date displayed above
 DI2121.which is a decimal equivalence of Year/Month/Day.
 DI2121
 DI2121.The orthometric height was determined by GPS observations and a
 DI2121.high-resolution geoid model.
 DI2121
 DI2121.GPS derived orthometric heights for airport stations designated as
 DI2121.PACS or SACS are published to 2 decimal places.  This maintains
 DI2121.centimeter relative accuracy between the PACS and SACS.  It does
 DI2121.not indicate centimeter accuracy relative to other marks which are
 DI2121.part of the published vertical control network.
 DI2121
 DI2121.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI2121.GEOID18 height accuracy estimate available here.
 DI2121
 DI2121.Click photographs - Photos may exist for this station.
 DI2121
 DI2121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI2121
 DI2121.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI2121
 DI2121.The ellipsoidal height was determined by GPS observations
 DI2121.and is referenced to NAD 83.
 DI2121
 DI2121. The following values were computed from the NAD 83(2011) position.
 DI2121
 DI2121;                    North         East     Units Scale Factor Converg.
 DI2121;SPC UT S     - 3,130,448.745   421,132.958   MT  0.99995175   -0 32 56.3
 DI2121;SPC UT S     -10,270,480.59  1,381,667.05   sFT  0.99995175   -0 32 56.3
 DI2121;UTM  12      - 4,188,831.185   377,161.785   MT  0.99978585   -0 51 23.3
 DI2121
 DI2121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI2121!SPC UT S     -   0.99968156  x   0.99995175  =   0.99963332
 DI2121!UTM  12      -   0.99968156  x   0.99978585  =   0.99946748
 DI2121
 DI2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG7716188831(NAD 83)
 DI2121
 DI2121                          SUPERSEDED SURVEY CONTROL
 DI2121
 DI2121  NAD 83(2007)-  37 50 19.13746(N)    112 23 45.68426(W) AD(2002.00) 1
 DI2121  ELLIP H (07/08/09) 2030.009  (m)                       GP(2002.00) 4 1
 DI2121  NAD 83(1994)-  37 50 19.13713(N)    112 23 45.68363(W) AD(       ) 1
 DI2121  ELLIP H (10/10/06) 2030.010  (m)                       GP(       ) 4 1
 DI2121
 DI2121.Superseded values are not recommended for survey control.
 DI2121
 DI2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI2121.See file dsdata.pdf to determine how the superseded data were derived.
 DI2121
 DI2121_MARKER: DD = SURVEY DISK
 DI2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI2121_STAMPING: U55C 2006
 DI2121_MARK LOGO: SUNENG
 DI2121_PROJECTION: FLUSH
 DI2121_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI2121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI2121+STABILITY: SURFACE MOTION
 DI2121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI2121+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 DI2121
 DI2121  HISTORY     - Date     Condition        Report By
 DI2121  HISTORY     - 20060726 MONUMENTED       SUNENG
 DI2121
 DI2121                          STATION DESCRIPTION
 DI2121
 DI2121'DESCRIBED BY SUNRISE ENGINEERING 2006
 DI2121'THE STATION IS LOCATED AT THE PANGUITCH AIRPORT. TO ACCESS THE STATION
 DI2121'FROM HWY 89 MI (143.23 KM) MARKER 133 TRAVEL NORTH 0.1 MI (0.16 KM) TO
 DI2121'AIRPORT ROAD, TURN RIGHT AND HEAD EAST FOR 1.1 MI (1.77 KM) TURN LEFT
 DI2121'AND HEAD NORTH FOR 0.2 MI (0.32 KM) TURN RIGHT AND HEAD EAST FOR 1.5
 DI2121'MI (2.41 KM) ON A MEANDERING ROAD TO AIRPORT ENTRANCE TAKE TAXIWAY TO
 DI2121'RUNWAY, TURN RIGHT AND FOLLOW RUNWAY 4000 FT (442.0 M) SOUTHEAST TO
 DI2121'THE END OF THE RUNWAY THE STATION IS 223 FT (61.0 M) WEST OF THE
 DI2121'NORTHWEST CORNER OF A TURNAROUND 6 FT (1.8 M) SOUTH OF A CARSONITE
 DI2121'POST.  A STANDARD DISK SET IN THE TOP OF A CONCRETE MONUMENT
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DI2122 ***********************************************************************
 DI2122  SACS        -  This is a Secondary Airport Control Station.
 DI2122  DESIGNATION -  U77 B
 DI2122  PID         -  DI2122
 DI2122  STATE/COUNTY-  UT/UTAH
 DI2122  COUNTRY     -  US
 DI2122  USGS QUAD   -  PROVO (2017)
 DI2122
 DI2122                         *CURRENT SURVEY CONTROL
 DI2122  ______________________________________________________________________
 DI2122* NAD 83(2011) POSITION- 40 08 48.52931(N) 111 40 20.22609(W)   ADJUSTED
 DI2122* NAD 83(2011) ELLIP HT-  1361.374 (meters)        (06/27/12)   ADJUSTED
 DI2122* NAD 83(2011) EPOCH   -  2010.00
 DI2122* NAVD 88 ORTHO HEIGHT -  1378.75  (meters)     4523.4   (feet) GPS OBS
 DI2122  ______________________________________________________________________
 DI2122  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI2122  GEOID HEIGHT    -        -17.472 (meters)                     GEOID03
 DI2122  GEOID HEIGHT    -        -17.410 (meters)                     GEOID18
 DI2122  NAD 83(2011) X  - -1,803,372.315 (meters)                     COMP
 DI2122  NAD 83(2011) Y  - -4,538,062.982 (meters)                     COMP
 DI2122  NAD 83(2011) Z  -  4,091,337.637 (meters)                     COMP
 DI2122  LAPLACE CORR    -          7.83  (seconds)                    DEFLEC18
 DI2122
 DI2122  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI2122  Standards:
 DI2122         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI2122            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI2122  -------------------------------------------------------------------
 DI2122  NETWORK    0.56   1.45           0.26   0.19   0.74     -0.00655565
 DI2122  -------------------------------------------------------------------
 DI2122  Click here for local accuracies and other accuracy information.
 DI2122
 DI2122.This mark is at Spanish Fork-Springville Airport  (U77)
 DI2122
 DI2122.The horizontal coordinates were established by GPS observations
 DI2122.and adjusted by the National Geodetic Survey in June 2012.
 DI2122
 DI2122.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI2122.been affixed to the stable North American tectonic plate. See 
 DI2122.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI2122
 DI2122.The horizontal coordinates are valid at the epoch date displayed above
 DI2122.which is a decimal equivalence of Year/Month/Day.
 DI2122
 DI2122.The orthometric height was determined by GPS observations and a
 DI2122.high-resolution geoid model.
 DI2122
 DI2122.GPS derived orthometric heights for airport stations designated as
 DI2122.PACS or SACS are published to 2 decimal places.  This maintains
 DI2122.centimeter relative accuracy between the PACS and SACS.  It does
 DI2122.not indicate centimeter accuracy relative to other marks which are
 DI2122.part of the published vertical control network.
 DI2122
 DI2122.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI2122.GEOID18 height accuracy estimate available here.
 DI2122
 DI2122.Click photographs - Photos may exist for this station.
 DI2122
 DI2122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI2122
 DI2122.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI2122
 DI2122.The ellipsoidal height was determined by GPS observations
 DI2122.and is referenced to NAD 83.
 DI2122
 DI2122. The following values were computed from the NAD 83(2011) position.
 DI2122
 DI2122;                    North         East     Units Scale Factor Converg.
 DI2122;SPC UT C     - 2,201,345.588   485,320.751   MT  0.99991359   -0 06 37.3
 DI2122;SPC UT C     - 7,222,247.98  1,592,256.50   sFT  0.99991359   -0 06 37.3
 DI2122;UTM  12      - 4,444,268.920   442,736.816   MT  0.99964037   -0 26 00.5
 DI2122
 DI2122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI2122!SPC UT C     -   0.99978648  x   0.99991359  =   0.99970009
 DI2122!UTM  12      -   0.99978648  x   0.99964037  =   0.99942693
 DI2122
 DI2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4273644268(NAD 83)
 DI2122
 DI2122                          SUPERSEDED SURVEY CONTROL
 DI2122
 DI2122  NAD 83(2007)-  40 08 48.52896(N)    111 40 20.22629(W) AD(2002.00) 1
 DI2122  ELLIP H (07/07/09) 1361.382  (m)                       GP(2002.00) 4 1
 DI2122  NAD 83(1994)-  40 08 48.52880(N)    111 40 20.22617(W) AD(       ) 1
 DI2122  ELLIP H (10/10/06) 1361.375  (m)                       GP(       ) 4 1
 DI2122
 DI2122.Superseded values are not recommended for survey control.
 DI2122
 DI2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI2122.See file dsdata.pdf to determine how the superseded data were derived.
 DI2122
 DI2122_MARKER: DD = SURVEY DISK
 DI2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI2122_STAMPING: U77B 2006
 DI2122_MARK LOGO: SUNENG
 DI2122_PROJECTION: FLUSH
 DI2122_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI2122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI2122+STABILITY: SURFACE MOTION
 DI2122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI2122+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 DI2122
 DI2122  HISTORY     - Date     Condition        Report By
 DI2122  HISTORY     - 20060927 MONUMENTED       SUNENG
 DI2122
 DI2122                          STATION DESCRIPTION
 DI2122
 DI2122'DESCRIBED BY SUNRISE ENGINEERING 2006
 DI2122'THE STATION IS LOCATED AT THE SPANISH FORK-SPRINGVILLE AIRPORT. TO
 DI2122'ACCESS THE STATION FROM I-15 EXIT 260 TRAVEL ON NORTH MAIN STREET 0.7
 DI2122'MI (1.13 KM) NORTH TO 2050 NORTH ST.  TURN LEFT AND TRAVEL 0.3 MI
 DI2122'(0.48 KM) WEST TO AIRPORT ENTRANCE TURN NORTH AND TRAVEL 0.2 MI (0.32
 DI2122'KM) TO TAXIWAY, TRAVEL NORTHWEST ON TAXIWAY FOR 4600 FT (1402.1 M)
 DI2122'THE STATION IS 38 FT (3.0 M) SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 DI2122'TAXIWAY.  THE STATION IS 6 FT (1.8 M) SOUTH OF A CARSONITE POST.  A
 DI2122'SURVEY DISK SET IN THE TOP OF A CONCRETE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DI2123 ***********************************************************************
 DI2123  SACS        -  This is a Secondary Airport Control Station.
 DI2123  DESIGNATION -  U77 C
 DI2123  PID         -  DI2123
 DI2123  STATE/COUNTY-  UT/UTAH
 DI2123  COUNTRY     -  US
 DI2123  USGS QUAD   -  PROVO (2017)
 DI2123
 DI2123                         *CURRENT SURVEY CONTROL
 DI2123  ______________________________________________________________________
 DI2123* NAD 83(2011) POSITION- 40 08 12.83600(N) 111 39 27.79427(W)   ADJUSTED
 DI2123* NAD 83(2011) ELLIP HT-  1362.800 (meters)        (06/27/12)   ADJUSTED
 DI2123* NAD 83(2011) EPOCH   -  2010.00
 DI2123* NAVD 88 ORTHO HEIGHT -  1380.13  (meters)     4528.0   (feet) GPS OBS
 DI2123  ______________________________________________________________________
 DI2123  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI2123  GEOID HEIGHT    -        -17.424 (meters)                     GEOID03
 DI2123  GEOID HEIGHT    -        -17.354 (meters)                     GEOID18
 DI2123  NAD 83(2011) X  - -1,802,481.092 (meters)                     COMP
 DI2123  NAD 83(2011) Y  - -4,539,182.037 (meters)                     COMP
 DI2123  NAD 83(2011) Z  -  4,090,496.781 (meters)                     COMP
 DI2123  LAPLACE CORR    -          9.52  (seconds)                    DEFLEC18
 DI2123
 DI2123  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI2123  Standards:
 DI2123         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI2123            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI2123  -------------------------------------------------------------------
 DI2123  NETWORK    0.58   1.59           0.27   0.19   0.81      0.00029472
 DI2123  -------------------------------------------------------------------
 DI2123  Click here for local accuracies and other accuracy information.
 DI2123
 DI2123.This mark is at Spanish Fork-Springville Airport  (U77)
 DI2123
 DI2123.The horizontal coordinates were established by GPS observations
 DI2123.and adjusted by the National Geodetic Survey in June 2012.
 DI2123
 DI2123.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI2123.been affixed to the stable North American tectonic plate. See 
 DI2123.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI2123
 DI2123.The horizontal coordinates are valid at the epoch date displayed above
 DI2123.which is a decimal equivalence of Year/Month/Day.
 DI2123
 DI2123.The orthometric height was determined by GPS observations and a
 DI2123.high-resolution geoid model.
 DI2123
 DI2123.GPS derived orthometric heights for airport stations designated as
 DI2123.PACS or SACS are published to 2 decimal places.  This maintains
 DI2123.centimeter relative accuracy between the PACS and SACS.  It does
 DI2123.not indicate centimeter accuracy relative to other marks which are
 DI2123.part of the published vertical control network.
 DI2123
 DI2123.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI2123.GEOID18 height accuracy estimate available here.
 DI2123
 DI2123.Click photographs - Photos may exist for this station.
 DI2123
 DI2123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI2123
 DI2123.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI2123
 DI2123.The ellipsoidal height was determined by GPS observations
 DI2123.and is referenced to NAD 83.
 DI2123
 DI2123. The following values were computed from the NAD 83(2011) position.
 DI2123
 DI2123;                    North         East     Units Scale Factor Converg.
 DI2123;SPC UT C     - 2,200,242.482   486,559.743   MT  0.99991267   -0 06 03.7
 DI2123;SPC UT C     - 7,218,628.88  1,596,321.42   sFT  0.99991267   -0 06 03.7
 DI2123;UTM  12      - 4,443,159.150   443,969.232   MT  0.99963865   -0 25 26.4
 DI2123
 DI2123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI2123!SPC UT C     -   0.99978626  x   0.99991267  =   0.99969894
 DI2123!UTM  12      -   0.99978626  x   0.99963865  =   0.99942498
 DI2123
 DI2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4396943159(NAD 83)
 DI2123
 DI2123                          SUPERSEDED SURVEY CONTROL
 DI2123
 DI2123  NAD 83(2007)-  40 08 12.83565(N)    111 39 27.79449(W) AD(2002.00) 1
 DI2123  ELLIP H (07/07/09) 1362.809  (m)                       GP(2002.00) 4 1
 DI2123  NAD 83(1994)-  40 08 12.83549(N)    111 39 27.79437(W) AD(       ) 1
 DI2123  ELLIP H (10/10/06) 1362.802  (m)                       GP(       ) 4 1
 DI2123
 DI2123.Superseded values are not recommended for survey control.
 DI2123
 DI2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI2123.See file dsdata.pdf to determine how the superseded data were derived.
 DI2123
 DI2123_MARKER: DD = SURVEY DISK
 DI2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI2123_STAMPING: U77C 2006
 DI2123_MARK LOGO: SUNENG
 DI2123_PROJECTION: FLUSH
 DI2123_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI2123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI2123+STABILITY: SURFACE MOTION
 DI2123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI2123+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 DI2123
 DI2123  HISTORY     - Date     Condition        Report By
 DI2123  HISTORY     - 20060726 MONUMENTED       SUNENG
 DI2123
 DI2123                          STATION DESCRIPTION
 DI2123
 DI2123'DESCRIBED BY SUNRISE ENGINEERING 2006
 DI2123'THE STATION IS LOCATED AT THE SPANISH FORK-SPRINGVILLE AIRPORT. TO
 DI2123'ACCESS THE STATION FROM I-15 EXIT 260 TRAVEL ON NORTH MAIN STREET 0.7
 DI2123'MI (1.13 KM) NORTH TO 2050 NORTH ST.  TURN LEFT AND TRAVEL 0.3 MI
 DI2123'(0.48 KM) WEST TO AIRPORT ENTRANCE TURN NORTH AND TRAVEL 0.2 MI (0.32
 DI2123'KM) TO TAXIWAY, TRAVEL SOUTHEAST ON TAXIWAY FOR 800FT.  THE STATION IS
 DI2123'10 FT (3.0 M) WEST OF A 90 DEGREE BEND IN THE TAXIWAY NEAR THE
 DI2123'SOUTHEAST END OF THE TAXIWAY.  THE STATION IS 6 FT (1.8 M) SOUTH OF A
 DI2123'CARSONITE POST.  A SURVEY DISK SET IN THE TOP OF A CONCRETE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DI1834 ***********************************************************************
 DI1834  PACS        -  This is a Primary Airport Control Station.
 DI1834  DESIGNATION -  U77A
 DI1834  PID         -  DI1834
 DI1834  STATE/COUNTY-  UT/UTAH
 DI1834  COUNTRY     -  US
 DI1834  USGS QUAD   -  PROVO (2017)
 DI1834
 DI1834                         *CURRENT SURVEY CONTROL
 DI1834  ______________________________________________________________________
 DI1834* NAD 83(2011) POSITION- 40 08 30.07968(N) 111 39 53.91736(W)   ADJUSTED
 DI1834* NAD 83(2011) ELLIP HT-  1362.167 (meters)        (06/27/12)   ADJUSTED
 DI1834* NAD 83(2011) EPOCH   -  2010.00
 DI1834* NAVD 88 ORTHO HEIGHT -  1379.52  (meters)     4526.0   (feet) GPS OBS
 DI1834  ______________________________________________________________________
 DI1834  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI1834  GEOID HEIGHT    -        -17.450 (meters)                     GEOID03
 DI1834  GEOID HEIGHT    -        -17.384 (meters)                     GEOID18
 DI1834  NAD 83(2011) X  - -1,802,929.174 (meters)                     COMP
 DI1834  NAD 83(2011) Y  - -4,538,634.560 (meters)                     COMP
 DI1834  NAD 83(2011) Z  -  4,090,903.055 (meters)                     COMP
 DI1834  LAPLACE CORR    -          8.74  (seconds)                    DEFLEC18
 DI1834
 DI1834  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI1834  Standards:
 DI1834         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI1834            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI1834  -------------------------------------------------------------------
 DI1834  NETWORK    0.52   1.41           0.24   0.17   0.72     -0.02787422
 DI1834  -------------------------------------------------------------------
 DI1834  Click here for local accuracies and other accuracy information.
 DI1834
 DI1834.This mark is at Spanish Fork-Springville Airport  (U77)
 DI1834
 DI1834.The horizontal coordinates were established by GPS observations
 DI1834.and adjusted by the National Geodetic Survey in June 2012.
 DI1834
 DI1834.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI1834.been affixed to the stable North American tectonic plate. See 
 DI1834.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI1834
 DI1834.The horizontal coordinates are valid at the epoch date displayed above
 DI1834.which is a decimal equivalence of Year/Month/Day.
 DI1834
 DI1834.The orthometric height was determined by GPS observations and a
 DI1834.high-resolution geoid model.
 DI1834
 DI1834.GPS derived orthometric heights for airport stations designated as
 DI1834.PACS or SACS are published to 2 decimal places.  This maintains
 DI1834.centimeter relative accuracy between the PACS and SACS.  It does
 DI1834.not indicate centimeter accuracy relative to other marks which are
 DI1834.part of the published vertical control network.
 DI1834
 DI1834.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1834.GEOID18 height accuracy estimate available here.
 DI1834
 DI1834.Click photographs - Photos may exist for this station.
 DI1834
 DI1834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1834
 DI1834.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI1834
 DI1834.The ellipsoidal height was determined by GPS observations
 DI1834.and is referenced to NAD 83.
 DI1834
 DI1834. The following values were computed from the NAD 83(2011) position.
 DI1834
 DI1834;                    North         East     Units Scale Factor Converg.
 DI1834;SPC UT C     - 2,200,775.409   485,942.365   MT  0.99991311   -0 06 20.5
 DI1834;SPC UT C     - 7,220,377.32  1,594,295.91   sFT  0.99991311   -0 06 20.5
 DI1834;UTM  12      - 4,443,695.402   443,355.036   MT  0.99963950   -0 25 43.4
 DI1834
 DI1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1834!SPC UT C     -   0.99978635  x   0.99991311  =   0.99969948
 DI1834!UTM  12      -   0.99978635  x   0.99963950  =   0.99942593
 DI1834
 DI1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4335543695(NAD 83)
 DI1834
 DI1834                          SUPERSEDED SURVEY CONTROL
 DI1834
 DI1834  NAD 83(2007)-  40 08 30.07934(N)    111 39 53.91757(W) AD(2002.00) A
 DI1834  ELLIP H (05/19/09) 1362.175  (m)                       GP(2002.00) 3 1
 DI1834  NAD 83(1994)-  40 08 30.07918(N)    111 39 53.91745(W) AD(       ) A
 DI1834  ELLIP H (09/19/06) 1362.168  (m)                       GP(       ) 3 1
 DI1834
 DI1834.Superseded values are not recommended for survey control.
 DI1834
 DI1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1834.See file dsdata.pdf to determine how the superseded data were derived.
 DI1834
 DI1834_MARKER: F = FLANGE-ENCASED ROD
 DI1834_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DI1834_STAMPING: U77A 2006
 DI1834_MARK LOGO: NONE
 DI1834_PROJECTION: RECESSED 5 CENTIMETERS
 DI1834_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DI1834+STABILITY: POSITION/ELEVATION WELL
 DI1834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1834+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2020
 DI1834_ROD/PIPE-DEPTH: 20.8 meters
 DI1834_SLEEVE-DEPTH  : 1.2 meters
 DI1834
 DI1834  HISTORY     - Date     Condition        Report By
 DI1834  HISTORY     - 20060726 MONUMENTED       SUNENG
 DI1834  HISTORY     - 20200715 GOOD             JVI
 DI1834
 DI1834                          STATION DESCRIPTION
 DI1834
 DI1834'DESCRIBED BY SUNRISE ENGINEERING 2006
 DI1834'THE STATION IS LOCATED AT THE SPANISH FORK-SPRINGVILLE AIRPORT. TO
 DI1834'ACCESS THE STATION FROM I-15 EXIT 260 TRAVEL ON NORTH MAIN STREET 0.7
 DI1834'MI (1.13 KM) NORTH TO 2050 NORTH ST.  TURN LEFT AND TRAVEL 0.3 MI
 DI1834'(0.48 KM) WEST TO AIRPORT ENTRANCE TURN NORTH AND TRAVEL 0.2 MI (0.32
 DI1834'KM) TO TAXIWAY, TRAVEL NORTHWEST ON TAXIWAY 0.3 MILES (0.48 KM).  THE
 DI1834'STATION IS 68 FT (20.7 M) SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 DI1834'TAXIWAY ACCROSS A DRAINAGE DITCH.  6 FT (1.8 M) SOUTH OF A CARSONITE
 DI1834'POST.  ACCESS IS THROUGH AN ALUMINUM LID.  A STAINLESS STEEL ROD WITH
 DI1834'GREASE FILLED SLEEVE DRIVEN TO REFUSAL.
 DI1834
 DI1834                          STATION RECOVERY (2020)
 DI1834
 DI1834'RECOVERY NOTE BY JVIATION INC. 2020 (AK)
 DI1834'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0735 ***********************************************************************
 MR0735  DESIGNATION -  UC 127
 MR0735  PID         -  MR0735
 MR0735  STATE/COUNTY-  UT/CACHE
 MR0735  COUNTRY     -  US
 MR0735  USGS QUAD   -  SMITHFIELD (2017)
 MR0735
 MR0735                         *CURRENT SURVEY CONTROL
 MR0735  ______________________________________________________________________
 MR0735* NAD 83(1994) POSITION- 41 46 00.99078(N) 111 46 49.09187(W)   ADJUSTED
 MR0735* NAVD 88 ORTHO HEIGHT -  1551.1   (meters)     5089.    (feet) VERTCON3
 MR0735  ______________________________________________________________________
 MR0735  GEOID HEIGHT    -        -15.208 (meters)                     GEOID18
 MR0735  LAPLACE CORR    -         20.96  (seconds)                    DEFLEC18
 MR0735  HORZ ORDER      -  SECOND
 MR0735
 MR0735.The horizontal coordinates were established by classical geodetic methods
 MR0735.and adjusted by the National Geodetic Survey in November 1997.
 MR0735
 MR0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0735
 MR0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0735.GEOID18 height accuracy estimate available here.
 MR0735
 MR0735.Click photographs - Photos may exist for this station.
 MR0735
 MR0735.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0735
 MR0735. The following values were computed from the NAD 83(1994) position.
 MR0735
 MR0735;                    North         East     Units Scale Factor Converg.
 MR0735;SPC UT N     - 1,159,245.050   476,692.213   MT  0.99999738   -0 11 05.4
 MR0735;SPC UT N     - 3,803,289.80  1,563,947.70   sFT  0.99999738   -0 11 05.4
 MR0735;UTM  12      - 4,624,194.769   435,141.641   MT  0.99965176   -0 31 11.2
 MR0735
 MR0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0735!SPC UT N     -   0.99975916  x   0.99999738  =   0.99975654
 MR0735!UTM  12      -   0.99975916  x   0.99965176  =   0.99941101
 MR0735
 MR0735:                Primary Azimuth Mark                     Grid Az
 MR0735:SPC UT N     -  UC 127 AZ MK                             253 31 51.7
 MR0735:UTM  12      -  UC 127 AZ MK                             253 51 57.5
 MR0735
 MR0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM3514124194(NAD 83)
 MR0735
 MR0735|---------------------------------------------------------------------|
 MR0735| PID    Reference Object                     Distance      Geod. Az  |
 MR0735|                                                           dddmmss.s |
 MR0735| CM6655 UC 127 RM 1                           8.602 METERS 19253     |
 MR0735| CM6654 UC 127 AZ MK                                       2532046.3 |
 MR0735| MR0736 LOGAN MUN AIRPORT BEACON            APPROX. 6.4 KM 2854410.2 |
 MR0735| CM6656 UC 127 RM 2                           8.529 METERS 31834     |
 MR0735|---------------------------------------------------------------------|
 MR0735
 MR0735                          SUPERSEDED SURVEY CONTROL
 MR0735
 MR0735  NAD 83(1993)-  41 46 00.98786(N)    111 46 49.08758(W) AD(       ) 2
 MR0735  NAD 83(1986)-  41 46 00.98078(N)    111 46 49.07718(W) AD(       ) 2
 MR0735  NAD 27      -  41 46 01.23110(N)    111 46 46.28420(W) AD(       ) 2
 MR0735  NGVD 29 (07/19/86) 1550.0    (m)         5085.     (f) VERT ANG       
 MR0735
 MR0735.Superseded values are not recommended for survey control.
 MR0735
 MR0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0735.See file dsdata.pdf to determine how the superseded data were derived.
 MR0735
 MR0735_MARKER: DD = SURVEY DISK
 MR0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0735_MARK LOGO: CGS+SS
 MR0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0735+STABILITY: SURFACE MOTION
 MR0735
 MR0735  HISTORY     - Date     Condition        Report By
 MR0735  HISTORY     - 1963     MONUMENTED       CGS
 MR0735
 MR0735                          STATION DESCRIPTION
 MR0735
 MR0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MR0735'THE STATION IS ABOUT 3-1/2 MILES NORTHEAST OF THE CENTER OF THE
 MR0735'TOWN OF LOGAN, AND ON THE FIRST RIDGE SOUTH OF GREEN CANYON ROAD
 MR0735'AT THE MOUTH OF GREEN CANYON.
 MR0735'
 MR0735'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 89
 MR0735'AND 91, GO NORTH ON U.S. HIGHWAY 91 FOR 1.45 MILES TO CROSSROADS
 MR0735'AT GREEN CANYON ROAD.  TURN RIGHT, EAST, ON GREEN CANYON ROAD
 MR0735'FOR 2.15 MILES TO THE END OF THE PAVED ROAD, CONTINUE AHEAD FOR
 MR0735'0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD,
 MR0735'EAST, FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK 0.15 MILE TO A
 MR0735'HIGH VOLTAGE TRANSFORMER AND THE END OF TRUCK TRAVEL.  FROM THE
 MR0735'END OF TRUCK TRAVEL, PACK NORTHEAST FOR ABOUT 100 YARDS
 MR0735'TO THE STATION.
 MR0735'
 MR0735'THE STATION MARK IS A BRONZE DISK OF THE U.S. COAST AND GEODETIC
 MR0735'SURVEY AND STATE SURVEY, UNSTAMPED, SET IN THE TOP OF A 10
 MR0735'INCH ROUND CONCRETE POST PROJECTING 4 INCHES.  IT IS 250 FEET
 MR0735'EAST OF TWO POWER LINE POLES AND 22 FEET SOUTH OF THE NORTH END
 MR0735'OF A BLUFF.
 MR0735'
 MR0735'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED UC 127 NO 1 1963,
 MR0735'BRAZED TO THE TOP OF A 2 INCH IRON PIPE PROJECTING 2 INCHES.
 MR0735'IT IS 50 FEET SOUTH OF THE NORTH END OF THE BLUFF AND ABOUT THE
 MR0735'SAME ELEVATION AS THE STATION.
 MR0735'
 MR0735'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED UC 127 NO 2 1963,
 MR0735'BRAZED TO THE TOP OF A 2 INCH IRON PIPE PROJECTING 2 INCHES.  IT
 MR0735'IS 3 FEET SOUTH OF THE NORTH END OF THE BLUFF AND ABOUT 2 FEET
 MR0735'LOWER THAN THE STATION.
 MR0735'
 MR0735'AZIMUTH MARK IS A STANDARD DISK, STAMPED UC 127 1963, CEMENTED
 MR0735'IN A DRILL HOLE IN A 1 BY 1 FOOT ROCK OUTCROP PROJECTING 3 INCHES.
 MR0735'IT IS 38 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST GRAVEL
 MR0735'ROAD, 6.3 FEET NORTH OF A FENCE AND 2.2 FEET NORTHWEST OF A METAL
 MR0735'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0724 ***********************************************************************
 MR0724  DESIGNATION -  UC 129
 MR0724  PID         -  MR0724
 MR0724  STATE/COUNTY-  UT/CACHE
 MR0724  COUNTRY     -  US
 MR0724  USGS QUAD   -  LOGAN (2017)
 MR0724
 MR0724                         *CURRENT SURVEY CONTROL
 MR0724  ______________________________________________________________________
 MR0724* NAD 83(1994) POSITION- 41 44 54.31881(N) 111 48 40.42797(W)   ADJUSTED
 MR0724* NAVD 88 ORTHO HEIGHT -  1455.    (meters)     4774.    (feet) SCALED
 MR0724  ______________________________________________________________________
 MR0724  GEOID HEIGHT    -        -15.423 (meters)                     GEOID18
 MR0724  LAPLACE CORR    -         12.18  (seconds)                    DEFLEC18
 MR0724  HORZ ORDER      -  SECOND
 MR0724
 MR0724.The horizontal coordinates were established by classical geodetic methods
 MR0724.and adjusted by the National Geodetic Survey in November 1997.
 MR0724
 MR0724.The orthometric height was scaled from a topographic map.
 MR0724
 MR0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0724.GEOID18 height accuracy estimate available here.
 MR0724
 MR0724.Click photographs - Photos may exist for this station.
 MR0724
 MR0724.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0724
 MR0724. The following values were computed from the NAD 83(1994) position.
 MR0724
 MR0724;                    North         East     Units Scale Factor Converg.
 MR0724;SPC UT N     - 1,157,196.835   474,113.239   MT  0.99999452   -0 12 18.8
 MR0724;SPC UT N     - 3,796,569.95  1,555,486.52   sFT  0.99999452   -0 12 18.8
 MR0724;UTM  12      - 4,622,162.362   432,551.623   MT  0.99965598   -0 32 24.7
 MR0724
 MR0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0724!SPC UT N     -   0.99977425  x   0.99999452  =   0.99976877
 MR0724!UTM  12      -   0.99977425  x   0.99965598  =   0.99943030
 MR0724
 MR0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM3255122162(NAD 83)
 MR0724
 MR0724                          SUPERSEDED SURVEY CONTROL
 MR0724
 MR0724  NAD 83(1993)-  41 44 54.31541(N)    111 48 40.42632(W) AD(       ) 2
 MR0724  NAD 83(1986)-  41 44 54.30896(N)    111 48 40.41312(W) AD(       ) 2
 MR0724  NAD 27      -  41 44 54.55960(N)    111 48 37.61850(W) AD(       ) 2
 MR0724
 MR0724.Superseded values are not recommended for survey control.
 MR0724
 MR0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0724.See file dsdata.pdf to determine how the superseded data were derived.
 MR0724
 MR0724_MARKER: DD = SURVEY DISK
 MR0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0724_MARK LOGO: CGS+SS
 MR0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0724+STABILITY: SURFACE MOTION
 MR0724
 MR0724  HISTORY     - Date     Condition        Report By
 MR0724  HISTORY     - 1934     MONUMENTED
 MR0724
 MR0724                          STATION DESCRIPTION
 MR0724
 MR0724'DESCRIBED 1934 (TCA)
 MR0724'THE STATION IS IN THE WEST PART OF LOGAN AND AT THE WEST SIDE
 MR0724'OF THE LOGAN CEMETERY.
 MR0724'
 MR0724'THE MARK IS A BRONZE COAST AND GEODETIC SURVEY AND STATE
 MR0724'SURVEY DISK, NOT STAMPED, SET IN THE TOP OF A CONE SHAPED
 MR0724'CONCRETE MONUMENT THAT IS 8 INCHES IN DIAMETER AT THE TOP AND
 MR0724'18 INCHES IN DIAMETER AT THE BASE AND ABOUT 2 FEET HIGH.
 MR0724'
 MR0724'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CEMETERY,
 MR0724'THE DISTANCE BEING (266.75 FT.) OR 81.306 METERS SOUTH OF
 MR0724'STATION CEMETERY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1041 ***********************************************************************
 LO1041  DESIGNATION -  UINTA
 LO1041  PID         -  LO1041
 LO1041  STATE/COUNTY-  UT/DUCHESNE
 LO1041  COUNTRY     -  US
 LO1041  USGS QUAD   -  BOLLIE LAKE (2017)
 LO1041
 LO1041                         *CURRENT SURVEY CONTROL
 LO1041  ______________________________________________________________________
 LO1041* NAD 83(1994) POSITION- 40 39 33.54143(N) 110 09 16.60556(W)   ADJUSTED
 LO1041* NAVD 88 ORTHO HEIGHT -  3313.5   (meters)    10871.    (feet) VERTCON3
 LO1041  ______________________________________________________________________
 LO1041  GEOID HEIGHT    -        -12.934 (meters)                     GEOID18
 LO1041  LAPLACE CORR    -          8.76  (seconds)                    DEFLEC18
 LO1041  HORZ ORDER      -  FIRST
 LO1041
 LO1041.The horizontal coordinates were established by classical geodetic methods
 LO1041.and adjusted by the National Geodetic Survey in November 1997.
 LO1041
 LO1041.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1041
 LO1041.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1041.GEOID18 height accuracy estimate available here.
 LO1041
 LO1041.Click photographs - Photos may exist for this station.
 LO1041
 LO1041.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1041
 LO1041. The following values were computed from the NAD 83(1994) position.
 LO1041
 LO1041;                    North         East     Units Scale Factor Converg.
 LO1041;SPC UT C     - 2,259,093.948   613,771.218   MT  1.00000233   +0 51 42.6
 LO1041;SPC UT C     - 7,411,710.73  2,013,681.07   sFT  1.00000233   +0 51 42.6
 LO1041;UTM  12      - 4,501,282.671   571,463.591   MT  0.99966286   +0 33 03.0
 LO1041
 LO1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1041!SPC UT C     -   0.99948252  x   1.00000233  =   0.99948484
 LO1041!UTM  12      -   0.99948252  x   0.99966286  =   0.99914555
 LO1041
 LO1041:                Primary Azimuth Mark                     Grid Az
 LO1041:SPC UT C     -  UINTA AZ MK                              072 07 34.6
 LO1041:UTM  12      -  UINTA AZ MK                              072 26 14.2
 LO1041
 LO1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL7146301282(NAD 83)
 LO1041
 LO1041|---------------------------------------------------------------------|
 LO1041| PID    Reference Object                     Distance      Geod. Az  |
 LO1041|                                                           dddmmss.s |
 LO1041| CP5959 UINTA AZ MK                                        0725917.2 |
 LO1041| CP5960 UINTA RM 1                            7.840 METERS 07704     |
 LO1041| LO1042 UINTA ROCK CAIRN                     10.973 METERS 17321     |
 LO1041| LO1040 10877 VA                              8.670 METERS 20250     |
 LO1041|---------------------------------------------------------------------|
 LO1041
 LO1041                          SUPERSEDED SURVEY CONTROL
 LO1041
 LO1041  NAD 83(1993)-  40 39 33.54092(N)    110 09 16.60623(W) AD(       ) 1
 LO1041  NAD 83(1986)-  40 39 33.52209(N)    110 09 16.59293(W) AD(       ) 1
 LO1041  NAD 27      -  40 39 33.70900(N)    110 09 14.02200(W) AD(       ) 1
 LO1041  NGVD 29 (07/19/86) 3311.9    (m)        10866.     (f) VERT ANG       
 LO1041
 LO1041.Superseded values are not recommended for survey control.
 LO1041
 LO1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1041.See file dsdata.pdf to determine how the superseded data were derived.
 LO1041
 LO1041_MARKER: DS = TRIANGULATION STATION DISK
 LO1041_SETTING: 80 = SET IN A BOULDER
 LO1041_STAMPING: UNITA 1946
 LO1041_MARK LOGO: CGS
 LO1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1041+STABILITY: SURFACE MOTION
 LO1041
 LO1041  HISTORY     - Date     Condition        Report By
 LO1041  HISTORY     - 1947     MONUMENTED       CGS
 LO1041  HISTORY     - 1961     GOOD             CGS
 LO1041  HISTORY     - 1961     GOOD             USGS
 LO1041
 LO1041                          STATION DESCRIPTION
 LO1041
 LO1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LO1041'THE STATION IS LOCATED ABOUT 19 MILES AIRLINE NORTHEAST OF
 LO1041'ALTONAH AND ABOUT 16 MILES AIRLINE NORTHWEST OF NEOLA ON A
 LO1041'HIGH, ROCKY, BARE TOPPED MOUNTAIN THAT IS WOODED ON ALL SIDES
 LO1041'AND DROPS OFF ABRUPTLY ON THE WEST SIDE, DOWN TO THE UINTA
 LO1041'RIVER.  THE MOUNTAIN TO THE NORTH IS HIGHER AND IS IN THE SHAPE
 LO1041'OF AN L RIDGE.  THE STATION MARK IS A BRONZE DISK SET ON HIGHEST
 LO1041'POINT, 36 FEET NORTH OF A ROCK CAIRN AND 24 FEET EAST OF THE
 LO1041'WEST BRIM.  IT PROJECTS 4 INCHES AND IS STAMPED, UINTA 1946.
 LO1041'
 LO1041'REFERENCE MARK NO. 1 IS A BRONZE DISK SET AT SAME ELEVATION
 LO1041'AS THE STATION MARK, PROJECTS 4 INCHES AND IS STAMPED, UINTA
 LO1041'NO 1 1946.
 LO1041'
 LO1041'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET
 LO1041'IN A LOOSE BOULDER WHICH HAS APPARANTLY BEEN MOVED FROM ITS
 LO1041'ORIGINAL LOCATION.  IT IS STAMPED, 10877 VA.
 LO1041'
 LO1041'THE AZIMUTH MARK IS A BRONZE DISK SET 0.2 MILE WEST OF THE END
 LO1041'OF TRUCK TRAVEL AND 200 YARDS NORTH OF A ROCKY KNOLL ON A
 LO1041'GRASSY RIDGE.  IT IS STAMPED, UINTA 1946.
 LO1041'
 LO1041'TO REACH THE STATION FROM THE CROSSROAD IN NEOLA.  GO NORTH
 LO1041'7.5 MILES TO A FORK.  TURN LEFT, GO 1.2 MILE TO A FORK.  KEEP ROAD
 LO1041'TO RIGHT, GO 4.25 MILES TO A FORK JUST AFTER CROSSING THE
 LO1041'UINTA RIVER.  KEEP ROAD TO RIGHT UP MOUNTAIN 10.4 MILES TO END
 LO1041'OF ROAD AT A LARGE GRASSY CLEARING KNOWN AS BENNION PARK.  TURN
 LO1041'LEFT, FOLLOW CLEARING WESTERLY 1.9 MILE TO SEVERAL BLAZED TREES
 LO1041'ON NORTH SIDE OF CLEARING AND END OF TRUCK TRAVEL.  THIS IS
 LO1041'0.1 MILE EAST OF THE NORTHWEST CORNER OF CLEARING.  FROM HERE
 LO1041'FOLLOW BLAZES NORTH-NORTHWESTERLY APPROXIMATELY 1 MILE TO A
 LO1041'LARGE CLEARING.  TURN LEFT, FOLLOW SOUTHERN EDGE OF CLEARING
 LO1041'APPROXIMATELY 1 MILE TO A ROCKY RIDGE.  THE STATION PEAK
 LO1041'CAN BE SEEN TO THE WEST FROM THIS POINT.  BEAR TO THE RIGHT
 LO1041'TOWARD THE STATION PEAK, GO APPROXIMATELY 0.3 MILE THROUGH
 LO1041'SCATTERED TREES TO THE WEST EDGE OF CLEARING AND A TRAIL.
 LO1041'FOLLOW TRAIL TO LEFT ALONG EDGE OF CLEARING AND THROUGH TREES
 LO1041'APPROXIMATELY 1 MILE TO A FORK AT A ROCK CAIRN WITH A
 LO1041'SMALL POLE IN THE CENTER OF IT ON THE LEFT, AND A
 LO1041'TRIANGULAR BLAZED TREE ON THE RIGHT.  FOLLOW BLAZES TO RIGHT
 LO1041'THROUGH TIMBER, OVER RIDGE, APPROXIMATELY 1.25 MILE TO A
 LO1041'CREEK AND A CAMP SITE JUST BEYOND.  CONTINUE WESTERLY UP
 LO1041'MOUNTAIN SIDE TO HIGHEST POINT AND STATION.  THERE IS A VERY DIM
 LO1041'TRAIL FROM THE CAMP SITE TO THE VICINITY OF THE STATION.  A
 LO1041'3-HOUR PACK.
 LO1041
 LO1041                          STATION RECOVERY (1961)
 LO1041
 LO1041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RLG)
 LO1041'STATION AND MARKS WERE FOUND AS DESCRIBED IN GOOD CONDITION.
 LO1041
 LO1041                          STATION RECOVERY (1961)
 LO1041
 LO1041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LO1041'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1042 ***********************************************************************
 LO1042  DESIGNATION -  UINTA ROCK CAIRN
 LO1042  PID         -  LO1042
 LO1042  STATE/COUNTY-  UT/DUCHESNE
 LO1042  COUNTRY     -  US
 LO1042  USGS QUAD   -  BOLLIE LAKE (2017)
 LO1042
 LO1042                         *CURRENT SURVEY CONTROL
 LO1042  ______________________________________________________________________
 LO1042* NAD 83(1994) POSITION- 40 39 33.18809(N) 110 09 16.55147(W)   ADJUSTED
 LO1042* NAVD 88 ORTHO HEIGHT -  3315.    (meters)    10876.    (feet) SCALED
 LO1042  ______________________________________________________________________
 LO1042  GEOID HEIGHT    -        -12.935 (meters)                     GEOID18
 LO1042  LAPLACE CORR    -          8.85  (seconds)                    DEFLEC18
 LO1042  HORZ ORDER      -  THIRD
 LO1042
 LO1042.The horizontal coordinates were established by classical geodetic methods
 LO1042.and adjusted by the National Geodetic Survey in November 1997.
 LO1042
 LO1042.The orthometric height was scaled from a topographic map.
 LO1042
 LO1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1042.GEOID18 height accuracy estimate available here.
 LO1042
 LO1042.Click photographs - Photos may exist for this station.
 LO1042
 LO1042.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1042
 LO1042. The following values were computed from the NAD 83(1994) position.
 LO1042
 LO1042;                    North         East     Units Scale Factor Converg.
 LO1042;SPC UT C     - 2,259,083.069   613,772.652   MT  1.00000231   +0 51 42.6
 LO1042;SPC UT C     - 7,411,675.04  2,013,685.78   sFT  1.00000231   +0 51 42.6
 LO1042;UTM  12      - 4,501,271.788   571,464.966   MT  0.99966286   +0 33 03.1
 LO1042
 LO1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1042!SPC UT C     -   0.99948234  x   1.00000231  =   0.99948465
 LO1042!UTM  12      -   0.99948234  x   0.99966286  =   0.99914538
 LO1042
 LO1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL7146401271(NAD 83)
 LO1042
 LO1042                          SUPERSEDED SURVEY CONTROL
 LO1042
 LO1042  NAD 83(1993)-  40 39 33.18758(N)    110 09 16.55214(W) AD(       ) 3
 LO1042  NAD 83(1986)-  40 39 33.16876(N)    110 09 16.53884(W) AD(       ) 3
 LO1042  NAD 27      -  40 39 33.35500(N)    110 09 13.96800(W) AD(       ) 3
 LO1042
 LO1042.Superseded values are not recommended for survey control.
 LO1042
 LO1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1042.See file dsdata.pdf to determine how the superseded data were derived.
 LO1042
 LO1042_MARKER: 72 = CAIRN
 LO1042
 LO1042  HISTORY     - Date     Condition        Report By
 LO1042  HISTORY     - 1947     FIRST OBSERVED   CGS
 LO1042
 LO1042                          STATION DESCRIPTION
 LO1042
 LO1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LO1042'STATION UINTA IS LOCATED ABOUT 19 MILES AIRLINE NORTHEAST OF
 LO1042'ALTONAH AND ABOUT 16 MILES AIRLINE NORTHWEST OF NEOLA ON A
 LO1042'HIGH, ROCKY, BARE TOPPED MOUNTAIN THAT IS WOODED ON ALL SIDES
 LO1042'AND DROPS OFF ABRUPTLY ON THE WEST SIDE, DOWN TO THE UINTA
 LO1042'RIVER.  THE MOUNTAIN TO THE NORTH IS HIGHER AND IS IN THE SHAPE
 LO1042'OF AN L RIDGE.
 LO1042'
 LO1042'TO REACH STATION UINTA FROM THE CROSSROAD IN NEOLA.  GO NORTH
 LO1042'7.5 MILES TO A FORK.  TURN LEFT, GO 1.2 MILE TO A FORK.  KEEP ROAD
 LO1042'TO RIGHT, GO 4.25 MILES TO A FORK JUST AFTER CROSSING THE
 LO1042'UINTA RIVER.  KEEP ROAD TO RIGHT UP MOUNTAIN 10.4 MILES TO END
 LO1042'OF ROAD AT A LARGE GRASSY CLEARING KNOWN AS BENNION PARK.  TURN
 LO1042'LEFT, FOLLOW CLEARING WESTERLY 1.9 MILE TO SEVERAL BLAZED TREES
 LO1042'ON NORTH SIDE OF CLEARING AND END OF TRUCK TRAVEL.  THIS IS
 LO1042'0.1 MILE EAST OF THE NORTHWEST CORNER OF CLEARING.  FROM HERE
 LO1042'FOLLOW BLAZES NORTH-NORTHWESTERLY APPROXIMATELY 1 MILE TO A
 LO1042'LARGE CLEARING.  TURN LEFT, FOLLOW SOUTHERN EDGE OF CLEARING
 LO1042'APPROXIMATELY 1 MILE TO A ROCKY RIDGE.  THE STATION PEAK
 LO1042'CAN BE SEEN TO THE WEST FROM THIS POINT.  BEAR TO THE RIGHT
 LO1042'TOWARD THE STATION PEAK, GO APPROXIMATELY 0.3 MILE THROUGH
 LO1042'SCATTERED TREES TO THE WEST EDGE OF CLEARING AND A TRAIL.
 LO1042'FOLLOW TRAIL TO LEFT ALONG EDGE OF CLEARING AND THROUGH TREES
 LO1042'APPROXIMATELY 1 MILE TO A FORK AT A ROCK CAIRN WITH A
 LO1042'SMALL POLE IN THE CENTER OF IT ON THE LEFT, AND A
 LO1042'TRIANGULAR BLAZED TREE ON THE RIGHT.  FOLLOW BLAZES TO RIGHT
 LO1042'THROUGH TIMBER, OVER RIDGE, APPROXIMATELY 1.25 MILE TO A
 LO1042'CREEK AND A CAMP SITE JUST BEYOND.  CONTINUE WESTERLY UP
 LO1042'MOUNTAIN SIDE TO HIGHEST POINT AND STATION.  THERE IS A VERY DIM
 LO1042'TRAIL FROM THE CAMP SITE TO THE VICINITY OF THE STATION UINTA.  A
 LO1042'3-HOUR PACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0896 ***********************************************************************
 LO0896  DESIGNATION -  UNION
 LO0896  PID         -  LO0896
 LO0896  STATE/COUNTY-  UT/SALT LAKE
 LO0896  COUNTRY     -  US
 LO0896  USGS QUAD   -  MIDVALE (2017)
 LO0896
 LO0896                         *CURRENT SURVEY CONTROL
 LO0896  ______________________________________________________________________
 LO0896* NAD 83(1994) POSITION- 40 34 56.25502(N) 111 53 09.72164(W)   ADJUSTED
 LO0896* NAVD 88 ORTHO HEIGHT -  1367.8   (meters)     4488.    (feet) VERTCON3
 LO0896  ______________________________________________________________________
 LO0896  GEOID HEIGHT    -        -17.089 (meters)                     GEOID18
 LO0896  LAPLACE CORR    -         10.17  (seconds)                    DEFLEC18
 LO0896  HORZ ORDER      -  FIRST
 LO0896
 LO0896.The horizontal coordinates were established by classical geodetic methods
 LO0896.and adjusted by the National Geodetic Survey in November 1997.
 LO0896
 LO0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0896
 LO0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0896.GEOID18 height accuracy estimate available here.
 LO0896
 LO0896.Click photographs - Photos may exist for this station.
 LO0896
 LO0896.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0896
 LO0896. The following values were computed from the NAD 83(1994) position.
 LO0896
 LO0896;                    North         East     Units Scale Factor Converg.
 LO0896;SPC UT C     - 2,249,755.611   467,317.428   MT  0.99998386   -0 14 50.2
 LO0896;SPC UT C     - 7,381,073.20  1,533,190.60   sFT  0.99998386   -0 14 50.2
 LO0896;UTM  12      - 4,492,766.511   425,014.292   MT  0.99966921   -0 34 35.1
 LO0896
 LO0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0896!SPC UT C     -   0.99978817  x   0.99998386  =   0.99977203
 LO0896!UTM  12      -   0.99978817  x   0.99966921  =   0.99945745
 LO0896
 LO0896:                Primary Azimuth Mark                     Grid Az
 LO0896:SPC UT C     -  UNION AZ MK                              359 28 39.5
 LO0896:UTM  12      -  UNION AZ MK                              359 48 24.4
 LO0896
 LO0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2501492766(NAD 83)
 LO0896
 LO0896|---------------------------------------------------------------------|
 LO0896| PID    Reference Object                     Distance      Geod. Az  |
 LO0896|                                                           dddmmss.s |
 LO0896| CM6658 UNION RM 1                           17.835 METERS 01113     |
 LO0896| LO0900 UNION RM 3                           52.323 METERS 17232     |
 LO0896| CM6659 UNION RM 2                           14.488 METERS 17429     |
 LO0896| LO0935 MURRAY BUEHNER CO N STACK           APPROX. 8.4 KM 3563758.9 |
 LO0896| CM6657 UNION AZ MK                                        3591349.3 |
 LO0896|---------------------------------------------------------------------|
 LO0896
 LO0896                          SUPERSEDED SURVEY CONTROL
 LO0896
 LO0896  NAD 83(1993)-  40 34 56.25498(N)    111 53 09.72112(W) AD(       ) 1
 LO0896  NAD 83(1986)-  40 34 56.24374(N)    111 53 09.71449(W) AD(       ) 1
 LO0896  NAD 27      -  40 34 56.43000(N)    111 53 06.95132(W) AD(       ) 1
 LO0896  NGVD 29 (07/19/86) 1366.8    (m)         4484.     (f) VERT ANG       
 LO0896
 LO0896.Superseded values are not recommended for survey control.
 LO0896
 LO0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0896.See file dsdata.pdf to determine how the superseded data were derived.
 LO0896
 LO0896_MARKER: DS = TRIANGULATION STATION DISK
 LO0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0896_STAMPING: UNION 1962
 LO0896_MARK LOGO: CGS
 LO0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0896+STABILITY: SURFACE MOTION
 LO0896
 LO0896  HISTORY     - Date     Condition        Report By
 LO0896  HISTORY     - 1962     MONUMENTED       CGS
 LO0896  HISTORY     - 1973     GOOD             NGS
 LO0896
 LO0896                          STATION DESCRIPTION
 LO0896
 LO0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0896'THE STATION IS ON THE UNION PACIFIC RAILROAD RIGHT-OF-WAY, ON THE
 LO0896'EAST SIDE OF THE RAILROAD, IN THE TOWN OF SANDY AND NEAR THE
 LO0896'JORDAN HIGH SCHOOL.
 LO0896'
 LO0896'TO REACH THE STATION FROM THE JUNCTION OF STATE STREET, WHICH
 LO0896'IS U.S. HIGHWAY 91, AND 9400 SOUTH STREET IN THE TOWN OF SANDY,
 LO0896'GO EAST ON 9400 SOUTH STREET FOR 0.15 MILE TO 150 E STREET ON
 LO0896'THE LEFT.  TO REACH THE AZIMUTH MARK, TURN LEFT ON 150 E STREET
 LO0896'AND GO NORTH FOR 0.4 MILE TO THE MARK ON THE RIGHT.  CONTINUE
 LO0896'STRAIGHT AHEAD, CROSSING RAILROAD TRACKS FOR 0.05 MILE TO A
 LO0896'TRACK ROAD LEFT, IMMEDIATELY AFTER CROSSING RAILROAD TRACKS.
 LO0896'TURN LEFT AND GO NORTH ON TRACK ROAD, ALONG THE WEST SIDE
 LO0896'OF A WIRE FENCE AND THE EAST SIDE OF RAILROAD TRACKS FOR 0.1
 LO0896'MILE TO THE STATION.
 LO0896'
 LO0896'STATION MARK IS A STANDARD DISK, STAMPED UNION 1962, SET IN
 LO0896'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 LO0896'IT IS 54 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 9 FEET
 LO0896'WEST OF A WIRE FENCE AND 2.4 FEET EAST OF A WITNESS POST.
 LO0896'
 LO0896'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED UNION NO 1 1962,
 LO0896'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6
 LO0896'INCHES.  IT IS 62 FEET EAST OF THE RAILROAD TRACK AND 1 FOOT
 LO0896'WEST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 LO0896'
 LO0896'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED UNION NO 2 1962,
 LO0896'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6
 LO0896'INCHES.  IT IS 61 FEET EAST OF THE RAILROAD TRACK A AND 1 FOOT
 LO0896'WEST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 LO0896'
 LO0896'AZIMUTH MARK IS A STANDARD DISK, STAMPED UNION 1962, SET IN
 LO0896'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 LO0896'IT IS 33 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 21
 LO0896'FEET EAST OF THE CENTERLINE OF 150 E STREET, 4.8 FEET EAST OF
 LO0896'A WIRE FENCE, 3.3 FEET WEST OF A TELEPHONE LINE POLE AND 2.2
 LO0896'FEET EAST OF A WITNESS POST.
 LO0896
 LO0896                          STATION RECOVERY (1973)
 LO0896
 LO0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0896'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 LO0896'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND
 LO0896'DIRECTION TO THE MARKS COMPARED FAVORABLY WITH THE OLD
 LO0896'DATA.  BECAUSE PLACEMENT OF A TOWER OVER THE STATION MARK WOULD BE
 LO0896'TOO CLOSE TO THE RAILROAD TRACKS, A REFERENCE MARK 3 WAS
 LO0896'ESTABLISHED AND OCCUPIED AT THIS TIME.
 LO0896'
 LO0896'THE STATION IS LOCATED ABOUT 5.5 MILES NORTHEAST OF RIVERTON, 1.0
 LO0896'MILE EAST OF INTERSTATE HIGHWAY 15, 0.5 MILE WEST OF SANDY CITY, ON
 LO0896'RAILROAD RIGHT-OF-WAY, AND EAST OF THE RAILROAD TRACKS.
 LO0896'
 LO0896'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 89,
 LO0896'(STATE STREET) AND 9000 SOUTH STREET, GO SOUTH ON STATE STREET FOR
 LO0896'0.5 MILE TO 9400 SOUTH STREET.  TURN LEFT AND GO EAST ON 9400 SOUTH
 LO0896'STREET FOR 0.2 MILE TO RAILROAD TRACKS AND A SIDE ROAD LEFT
 LO0896'BEYOND.  TURN LEFT AND GO NORTH ON DIM TRACK ROAD FOR 0.1 MILE TO
 LO0896'THE STATION AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE
 LO0896'RAILROAD TRACKS, GO WEST ON 9400 SOUTH STREET FOR 0.05 MILE TO
 LO0896'A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH ON 150 EAST STREET
 LO0896'FOR 0.15 MILE TO A CROSS STREET.  CONTINUE NORTH ON 150 EAST
 LO0896'STREET FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT, EAST
 LO0896'SIDE OF THE ROAD.
 LO0896'
 LO0896'THE STATION MARK IS A STANDARD DISK STAMPED UNION 1962, SET IN THE
 LO0896'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT
 LO0896'IS 54.0 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 29.0
 LO0896'FEET WEST OF THE EDGE OF THE SCHOOL GROUNDS, AND 2.0 FEET EAST OF A
 LO0896'METAL WITNESS POST.
 LO0896'
 LO0896'REFERENCE MARK 1 IS A STANDARD DISK STAMPED UNION NO 1 1962, SET IN
 LO0896'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 LO0896'INCHES.  IT IS 62.0 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 LO0896'TRACKS, 58.0 FEET NORTH OF A METAL WITNESS POST, AND 6.0 FEET WEST
 LO0896'OF THE EDGE OF THE SCHOOL GROUNDS.
 LO0896'
 LO0896'REFERENCE MARK 2 IS A STANDARD DISK STAMPED UNION NO 2 1962, SET IN
 LO0896'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 LO0896'INCHES.  IT IS 61.5 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 LO0896'TRACKS, 47.0 FEET SOUTH OF A METAL WITNESS POST, AND 6.0 FEET WEST
 LO0896'OF THE EDGE OF THE SCHOOL GROUND.
 LO0896'
 LO0896'REFERENCE MARK 3 IS A STANDARD DISK STAMPED UNION NO 3 1962 1973,
 LO0896'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 LO0896'1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 172.0 FEET SOUTH OF
 LO0896'A METAL WITNESS POST AND 87.0 FEET EAST OF THE EAST RAIL OF THE
 LO0896'RAILROAD TRACKS.
 LO0896'
 LO0896'THE UNDERGROUND MARK IS A STANDARD REFERENCE MARK DISK STAMPED THE
 LO0896'SAME AS ABOVE, SET 40 INCHES BELOW GROUND.
 LO0896'
 LO0896'THE AZIMUTH MARK IS A STANDARD DISK STAMPED UNION 1962, SET IN THE
 LO0896'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 LO0896'INCHES.  IT IS 33.0 FEET WEST OF THE WEST RAIL OF THE RAILROAD
 LO0896'TRACKS, 20.0 FEET EAST OF THE CENTER OF THE PAVED ROAD, AND 2.0
 LO0896'FEET EAST OF A METAL WITNESS POST WITH SIGN.
 LO0896'
 LO0896'THE DISTANCE BETWEEN UNION RM 3 TO RM 2 IS 124.28 FT. OR (37.880)
 LO0896'M.
 LO0896'
 LO0896'TRAVERSE DISTANCE WAS REDUCED TO SEA LEVEL.
 LO0896'
 LO0896'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO0896'0.5 MILE WEST OF SANDY CITY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA3686 ***********************************************************************
 AA3686  CBN         -  This is a Cooperative Base Network Control Station.
 AA3686  DESIGNATION -  UNION RESET
 AA3686  PID         -  AA3686
 AA3686  STATE/COUNTY-  UT/SALT LAKE
 AA3686  COUNTRY     -  US
 AA3686  USGS QUAD   -  MIDVALE (2017)
 AA3686
 AA3686                         *CURRENT SURVEY CONTROL
 AA3686  ______________________________________________________________________
 AA3686* NAD 83(2011) POSITION- 40 34 56.25784(N) 111 53 09.72302(W)   ADJUSTED
 AA3686* NAD 83(2011) ELLIP HT-  1350.807 (meters)        (06/27/12)   ADJUSTED
 AA3686* NAD 83(2011) EPOCH   -  2010.00
 AA3686* NAVD 88 ORTHO HEIGHT -  1368.0   (meters)     4488.    (feet) GPS OBS
 AA3686  ______________________________________________________________________
 AA3686  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA3686  GEOID HEIGHT    -         -16.85 (meters)                     GEOID93
 AA3686  GEOID HEIGHT    -        -17.089 (meters)                     GEOID18
 AA3686  NAD 83(2011) X  - -1,808,609.942 (meters)                     COMP
 AA3686  NAD 83(2011) Y  - -4,502,229.311 (meters)                     COMP
 AA3686  NAD 83(2011) Z  -  4,128,183.214 (meters)                     COMP
 AA3686  LAPLACE CORR    -         10.17  (seconds)                    DEFLEC18
 AA3686
 AA3686  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA3686  Standards:
 AA3686         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA3686            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA3686  -------------------------------------------------------------------
 AA3686  NETWORK    1.87   3.10           0.88   0.58   1.58     -0.11945443
 AA3686  -------------------------------------------------------------------
 AA3686  Click here for local accuracies and other accuracy information.
 AA3686
 AA3686.The horizontal coordinates were established by GPS observations
 AA3686.and adjusted by the National Geodetic Survey in June 2012.
 AA3686
 AA3686.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA3686.been affixed to the stable North American tectonic plate. See 
 AA3686.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA3686
 AA3686.The horizontal coordinates are valid at the epoch date displayed above
 AA3686.which is a decimal equivalence of Year/Month/Day.
 AA3686
 AA3686.The orthometric height was determined by GPS observations and a
 AA3686.high-resolution geoid model.
 AA3686
 AA3686.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA3686.GEOID18 height accuracy estimate available here.
 AA3686
 AA3686.Click photographs - Photos may exist for this station.
 AA3686
 AA3686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3686
 AA3686.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA3686
 AA3686.The ellipsoidal height was determined by GPS observations
 AA3686.and is referenced to NAD 83.
 AA3686
 AA3686. The following values were computed from the NAD 83(2011) position.
 AA3686
 AA3686;                    North         East     Units Scale Factor Converg.
 AA3686;SPC UT C     - 2,249,755.699   467,317.396   MT  0.99998386   -0 14 50.2
 AA3686;SPC UT C     - 7,381,073.49  1,533,190.49   sFT  0.99998386   -0 14 50.2
 AA3686;UTM  12      - 4,492,766.598   425,014.260   MT  0.99966921   -0 34 35.1
 AA3686
 AA3686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3686!SPC UT C     -   0.99978815  x   0.99998386  =   0.99977201
 AA3686!UTM  12      -   0.99978815  x   0.99966921  =   0.99945743
 AA3686
 AA3686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2501492766(NAD 83)
 AA3686
 AA3686                          SUPERSEDED SURVEY CONTROL
 AA3686
 AA3686  NAD 83(2007)-  40 34 56.25756(N)    111 53 09.72374(W) AD(2002.00) 0
 AA3686  ELLIP H (02/10/07) 1350.823  (m)                       GP(2002.00)    
 AA3686  ELLIP H (11/14/01) 1350.837  (m)                       GP(       ) 4 2
 AA3686  NAD 83(1994)-  40 34 56.25667(N)    111 53 09.72228(W) AD(       ) B
 AA3686  ELLIP H (04/21/95) 1350.884  (m)                       GP(       ) 4 1
 AA3686
 AA3686.Superseded values are not recommended for survey control.
 AA3686
 AA3686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3686.See file dsdata.pdf to determine how the superseded data were derived.
 AA3686
 AA3686_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3686_STAMPING: UNION 1962 1992
 AA3686_MARK LOGO: NGS
 AA3686_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3686+STABILITY: SURFACE MOTION
 AA3686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3686+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1993
 AA3686
 AA3686  HISTORY     - Date     Condition        Report By
 AA3686  HISTORY     - 1992     MONUMENTED       NGS
 AA3686  HISTORY     - 19931005 GOOD             NGS
 AA3686
 AA3686                          STATION DESCRIPTION
 AA3686
 AA3686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 AA3686'STATION MARK, REFERENCE MARKS 1 AND 3, AND THE AZIMUTH MARK WERE
 AA3686'RECOVERED IN GOOD CONDITION.  THE SURFACE STATION MARK WAS RESET BY
 AA3686'SALT LAKE COUNTY, USING NGS SPECIFICATIONS, AND THE DISTANCE TO
 AA3686'REFERENCE MARK 3 VALIDATED. STATION IS LOCATED 17 KM (10.55 MI) SOUTH
 AA3686'OF SALT LAKE CITY, 1.5 KM (0.95 MI) EAST OF INTERSTATE HIGHWAY 15, AT
 AA3686'SANDY CITY, AT THE REAR OF THE MOUNT JORDAN MIDDLE SCHOOL, BETWEEN THE
 AA3686'PERIMETER FENCE AND RAILROAD TRACKS, IN THICK WEEDS.  OWNERSHIP--UNION
 AA3686'PACIFIC RAILROAD. TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 AA3686'INTERSTATE HIGHWAY 15 AND STATE HIGHWAY 209 (EXIT 298) AT SANDY CITY,
 AA3686'GO EAST ON HIGHWAY 209 (9OOO SOUTH) FOR 1.25 KM (0.75 MI) TO A CROSS
 AA3686'STREET (US HIGHWAY 89).  CONTINUE AHEAD FOR 0.41 KM (0.25 MI) TO A
 AA3686'ROAD RIGHT AT THE SANDY CITY FIRE STATION 31.  TURN RIGHT, SOUTH, ON
 AA3686'150 EAST, FOR 0.16 KM (0.10 MI) TO THE AZIMUTH MARK ON THE LEFT.
 AA3686'CONTINUE AHEAD FOR 0.38 KM (0.25 MI) TO 9270 SOUTH ON THE RIGHT AND A
 AA3686'ROAD ACROSS THE TRACKS ON THE LEFT.  TURN LEFT ACROSS TRACKS, THEN
 AA3686'SOUTH ALONGSIDE TRACKS FOR 70 M (229.7 FT) TO THE STATION ON THE LEFT.
 AA3686'STATION MARK IS A DISK SET IN THE MIDDLE OF A 1.3 M (4.3 FT) SQUARE
 AA3686'CONCRETE POST SET 1 M (3.3 FT) DEEP AND FLUSH WITH THE GROUND.  IT IS
 AA3686'16.6 M (54.5 FT) EAST OF THE EAST RAIL OF THE EAST TRACK, 4.0 M (13.1
 AA3686'FT) WEST OF THE SCHOOL PERIMETER FENCE, 0.8 M (2.6 FT) NORTHEAST OF A
 AA3686'FIBERGLASS WITNESS POST, AND 44.2 M (145.0 FT) SOUTH OF A T-FENCE
 AA3686'CORNER. DESCRIBED BY G.R.HEID
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0900 ***********************************************************************
 LO0900  DESIGNATION -  UNION RM 3
 LO0900  PID         -  LO0900
 LO0900  STATE/COUNTY-  UT/SALT LAKE
 LO0900  COUNTRY     -  US
 LO0900  USGS QUAD   -  MIDVALE (2017)
 LO0900
 LO0900                         *CURRENT SURVEY CONTROL
 LO0900  ______________________________________________________________________
 LO0900* NAD 83(1994) POSITION- 40 34 54.57314(N) 111 53 09.43252(W)   ADJUSTED
 LO0900* NAVD 88 ORTHO HEIGHT -  1368.3   (meters)     4489.    (feet) VERTCON3
 LO0900  ______________________________________________________________________
 LO0900  GEOID HEIGHT    -        -17.090 (meters)                     GEOID18
 LO0900  LAPLACE CORR    -         10.17  (seconds)                    DEFLEC18
 LO0900  HORZ ORDER      -  FIRST
 LO0900
 LO0900.The horizontal coordinates were established by classical geodetic methods
 LO0900.and adjusted by the National Geodetic Survey in November 1997.
 LO0900
 LO0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0900
 LO0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0900.GEOID18 height accuracy estimate available here.
 LO0900
 LO0900.Click photographs - Photos may exist for this station.
 LO0900
 LO0900.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0900
 LO0900. The following values were computed from the NAD 83(1994) position.
 LO0900
 LO0900;                    North         East     Units Scale Factor Converg.
 LO0900;SPC UT C     - 2,249,703.704   467,324.003   MT  0.99998375   -0 14 50.0
 LO0900;SPC UT C     - 7,380,902.90  1,533,212.17   sFT  0.99998375   -0 14 50.0
 LO0900;UTM  12      - 4,492,714.583   425,020.567   MT  0.99966920   -0 34 34.9
 LO0900
 LO0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0900!SPC UT C     -   0.99978809  x   0.99998375  =   0.99977184
 LO0900!UTM  12      -   0.99978809  x   0.99966920  =   0.99945736
 LO0900
 LO0900:                Primary Azimuth Mark                     Grid Az
 LO0900:SPC UT C     -  UNION AZ MK                              358 47 40.5
 LO0900:UTM  12      -  UNION AZ MK                              359 07 25.4
 LO0900
 LO0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2502092714(NAD 83)
 LO0900
 LO0900|---------------------------------------------------------------------|
 LO0900| PID    Reference Object                     Distance      Geod. Az  |
 LO0900|                                                           dddmmss.s |
 LO0900| CM6659 UNION RM 2                           37.881 METERS 35146     |
 LO0900| LO0896 UNION                                52.323 METERS 35232     |
 LO0900| CM6658 UNION RM 1                                         35715     |
 LO0900| CM6657 UNION AZ MK                                        3583250.5 |
 LO0900|---------------------------------------------------------------------|
 LO0900
 LO0900                          SUPERSEDED SURVEY CONTROL
 LO0900
 LO0900  NAD 83(1993)-  40 34 54.57310(N)    111 53 09.43201(W) AD(       ) 1
 LO0900  NAD 83(1986)-  40 34 54.56199(N)    111 53 09.42541(W) AD(       ) 1
 LO0900  NAD 27      -  40 34 54.74810(N)    111 53 06.66224(W) AD(       ) 1
 LO0900  NGVD 29 (07/19/86) 1367.3    (m)         4486.     (f) VERT ANG       
 LO0900
 LO0900.Superseded values are not recommended for survey control.
 LO0900
 LO0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0900.See file dsdata.pdf to determine how the superseded data were derived.
 LO0900
 LO0900_MARKER: DR = REFERENCE MARK DISK
 LO0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0900_STAMPING: UNION NO 3 1962 1973
 LO0900_MARK LOGO: CGS
 LO0900_PROJECTION: RECESSED 3 CENTIMETERS
 LO0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0900+STABILITY: SURFACE MOTION
 LO0900
 LO0900  HISTORY     - Date     Condition        Report By
 LO0900  HISTORY     - 1973     MONUMENTED       NGS
 LO0900
 LO0900                          STATION DESCRIPTION
 LO0900
 LO0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0900'THE STATION IS LOCATED 5.5 MILES NORTHEAST OF RIVERTON, 1.0 MILE
 LO0900'EAST OF INTERSTATE HIGHWAY 15, 0.5 MILE WEST OF SANDY CITY, ON
 LO0900'THE WEST-SOUTHWEST EDGE OF THE JORDAN HIGH SCHOOL GROUNDS.
 LO0900'
 LO0900'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 89
 LO0900'(STATE STREET) AND 9000 SOUTH STREET, GO SOUTH ON STATE STREET
 LO0900'FOR 0.5 MILE TO 9400 SOUTH STREET.  TURN LEFT AND GO EAST ON
 LO0900'9400 SOUTH STREET FOR 0.2 MILE TO A RAILROAD TRACK AND A SIDE
 LO0900'ROAD LEFT BEYOND.  TURN LEFT AND GO NORTH ON DIM TRACK ROAD FOR
 LO0900'0.1 MILE TO THE STATION ON THE RIGHT, EAST SIDE OF THE ROAD.
 LO0900'
 LO0900'TO REACH THE AZIMUTH MARK FROM THE RAILROAD TRACK, GO WEST ON
 LO0900'9400 SOUTH STREET FOR 0.05 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 LO0900'AND GO NORTH ON 150 EAST STREET FOR 0.15 MILE TO A CROSS
 LO0900'STREET.  CONTINUE NORTH ON 150 EAST STREET FOR 0.2 MILE TO THE
 LO0900'AZIMUTH MARK ON THE RIGHT, EAST SIDE OF THE ROAD.
 LO0900'
 LO0900'THE STATION MARK IS A STANDARD DISK STAMPED UNION NO 3 1962 1973,
 LO0900'SET IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 LO0900'THAT IS 1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 172.0 FEET
 LO0900'SOUTH OF A METAL WITNESS POST AND 87.0 FEET EAST OF THE EAST RAIL
 LO0900'OF THE RAILROAD TRACK.  THE UNDERGROUND DISK IS SET 40 INCHES
 LO0900'BELOW THE SURFACE OF THE GROUND.
 LO0900'
 LO0900'UNION 1962 IS A STANDARD DISK STAMPED UNION 1962, SET IN THE TOP
 LO0900'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT
 LO0900'IS 54.0 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACK, 29.0
 LO0900'FEET WEST OF THE EDGE OF THE SCHOOL GROUND, AND 2.0 FEET EAST OF
 LO0900'A METAL WITNESS POST.
 LO0900'
 LO0900'REFERENCE MARK 1 IS A STANDARD DISK STAMPED UNION NO 1 1962, SET
 LO0900'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LO0900'3 INCHES.  IT IS 62.0 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 LO0900'TRACK, 58.0 FEET NORTH OF A METAL WITNESS POST, AND 6.0 FEET WEST
 LO0900'OF THE EDGE OF THE SCHOOL GROUND.
 LO0900'
 LO0900'REFERENCE MARK 2 IS A STANDARD DISK STAMPED UNION NO 2 1962, SET
 LO0900'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LO0900'4 INCHES.  IT IS 61.5 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 LO0900'TRACK, 47.0 FEET SOUTH OF A METAL WITNESS POST, AND 6.0 FEET
 LO0900'WEST OF THE EDGE OF THE SCHOOL GROUND.
 LO0900'
 LO0900'AZIMUTH MARK IS A STANDARD DISK STAMPED UNION 1962, SET IN THE
 LO0900'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 LO0900'INCHES.  IT IS 33.0 FEET WEST OF THE WEST RAIL OF THE RAILROAD
 LO0900'TRACK, 20.0 FEET EAST OF THE CENTER OF THE PAVED ROAD, AND 2.0
 LO0900'FEET EAST OF A METAL WITNESS POST WITH SIGN.  (THE TRAVERSE
 LO0900'DISTANCE HAS BEEN REDUCED TO SEA LEVEL.)
 LO0900'
 LO0900'RM 1 COULD NOT BE MEASURED BECAUSE OF BRUSH AND TREES ON LINE.
 LO0900'
 LO0900'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0405 ***********************************************************************
 LP0405  DESIGNATION -  UNIVERSITY UTAH TV KUED MAST
 LP0405  PID         -  LP0405
 LP0405  STATE/COUNTY-  UT/SALT LAKE
 LP0405  COUNTRY     -  US
 LP0405  USGS QUAD   -  BINGHAM CANYON (2017)
 LP0405
 LP0405                         *CURRENT SURVEY CONTROL
 LP0405  ______________________________________________________________________
 LP0405* NAD 83(1994) POSITION- 40 36 27.94945(N) 112 09 38.75818(W)   ADJUSTED
 LP0405  ______________________________________________________________________
 LP0405  GEOID HEIGHT    -        -17.000 (meters)                     GEOID18
 LP0405  LAPLACE CORR    -         -9.51  (seconds)                    DEFLEC18
 LP0405  HORZ ORDER      -  THIRD
 LP0405
 LP0405.The horizontal coordinates were established by classical geodetic methods
 LP0405.and adjusted by the National Geodetic Survey in November 1997.
 LP0405
 LP0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0405.GEOID18 height accuracy estimate available here.
 LP0405
 LP0405.Click photographs - Photos may exist for this station.
 LP0405
 LP0405.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0405
 LP0405. The following values were computed from the NAD 83(1994) position.
 LP0405
 LP0405;                    North         East     Units Scale Factor Converg.
 LP0405;SPC UT C     - 2,252,720.024   444,079.138   MT  0.99998977   -0 25 23.8
 LP0405;SPC UT C     - 7,390,798.95  1,456,949.64   sFT  0.99998977   -0 25 23.8
 LP0405;UTM  12      - 4,495,864.091   401,800.325   MT  0.99971870   -0 45 20.1
 LP0405
 LP0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK0180095864(NAD 83)
 LP0405
 LP0405                          SUPERSEDED SURVEY CONTROL
 LP0405
 LP0405  NAD 83(1993)-  40 36 27.94887(N)    112 09 38.75584(W) AD(       ) 3
 LP0405  NAD 83(1986)-  40 36 27.93946(N)    112 09 38.75237(W) AD(       ) 3
 LP0405  NAD 27      -  40 36 28.13175(N)    112 09 35.95553(W) AD(       ) 3
 LP0405
 LP0405.Superseded values are not recommended for survey control.
 LP0405
 LP0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0405.See file dsdata.pdf to determine how the superseded data were derived.
 LP0405
 LP0405_MARKER: 42 = RADIO/TV MAST
 LP0405
 LP0405  HISTORY     - Date     Condition        Report By
 LP0405  HISTORY     - 1962     FIRST OBSERVED   CGS
 LP0405  HISTORY     - 1973     GOOD             NGS
 LP0405
 LP0405                          STATION DESCRIPTION
 LP0405
 LP0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LP0405'STATION IS THE TOP CENTER OF THE MAST.  IT IS BUILT OF STRUCTURAL
 LP0405'STEEL AND IS 150 FEET IN HEIGHT.  IT IS LOCATED ABOUT 21 MILES
 LP0405'SOUTHWEST OF SALT LAKE CITY, 18 MILES WEST SOUTHWEST OF MURRAY
 LP0405'AND ON A HIGH POINT OF THE OQUIRRH MOUNTAINS.  IT IS ABOUT
 LP0405'150 FEET SOUTHWEST OF TELEVISION STATION KCPX MAST, WHICH IS
 LP0405'180 FEET IN HEIGHT, AND 1500 FEET NORTHEAST OF TELEVISION
 LP0405'STATION KUTV MAST, WHICH IS 230 FEET IN HEIGHT.
 LP0405
 LP0405                          STATION RECOVERY (1973)
 LP0405
 LP0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LP0405'THE UNIVERSITY OF UTAH TV STA KUED MAST 1962, WAS VISITED AND
 LP0405'RECOVERED AS DESCRIBED IN 1962.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0554 ***********************************************************************
 JM0554  DESIGNATION -  UPHEAVAL
 JM0554  PID         -  JM0554
 JM0554  STATE/COUNTY-  UT/SAN JUAN
 JM0554  COUNTRY     -  US
 JM0554  USGS QUAD   -  UPHEAVAL DOME (2017)
 JM0554
 JM0554                         *CURRENT SURVEY CONTROL
 JM0554  ______________________________________________________________________
 JM0554* NAD 83(1994) POSITION- 38 25 29.21857(N) 109 55 49.46064(W)   ADJUSTED
 JM0554* NAVD 88 ORTHO HEIGHT -  1806.8   (meters)     5928.    (feet) VERTCON3
 JM0554  ______________________________________________________________________
 JM0554  GEOID HEIGHT    -        -20.264 (meters)                     GEOID18
 JM0554  LAPLACE CORR    -          1.84  (seconds)                    DEFLEC18
 JM0554  HORZ ORDER      -  THIRD
 JM0554
 JM0554.The horizontal coordinates were established by classical geodetic methods
 JM0554.and adjusted by the National Geodetic Survey in November 1997.
 JM0554
 JM0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0554
 JM0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0554.GEOID18 height accuracy estimate available here.
 JM0554
 JM0554.Click photographs - Photos may exist for this station.
 JM0554
 JM0554.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0554
 JM0554. The following values were computed from the NAD 83(1994) position.
 JM0554
 JM0554;                    North         East     Units Scale Factor Converg.
 JM0554;SPC UT S     - 3,196,279.682   637,057.769   MT  1.00001374   +0 57 42.0
 JM0554;SPC UT S     -10,486,460.92  2,090,080.36   sFT  1.00001374   +0 57 42.0
 JM0554;UTM  12      - 4,253,488.915   593,364.503   MT  0.99970735   +0 39 53.2
 JM0554
 JM0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0554!SPC UT S     -   0.99971976  x   1.00001374  =   0.99973350
 JM0554!UTM  12      -   0.99971976  x   0.99970735  =   0.99942720
 JM0554
 JM0554:                Primary Azimuth Mark                     Grid Az
 JM0554:SPC UT S     -  2 189C                                   244 33 33.1
 JM0554:UTM  12      -  2 189C                                   244 51 21.9
 JM0554
 JM0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH9336453488(NAD 83)
 JM0554
 JM0554|---------------------------------------------------------------------|
 JM0554| PID    Reference Object                     Distance      Geod. Az  |
 JM0554|                                                           dddmmss.s |
 JM0554| JM0555 2 189C                              APPROX. 5.1 KM 2453115.1 |
 JM0554|---------------------------------------------------------------------|
 JM0554
 JM0554                          SUPERSEDED SURVEY CONTROL
 JM0554
 JM0554  NAD 83(1986)-  38 25 29.20789(N)    109 55 49.45961(W) AD(       ) 3
 JM0554  NAD 27      -  38 25 29.26914(N)    109 55 47.01424(W) AD(       ) 3
 JM0554  NGVD 29 (07/19/86) 1805.8    (m)         5925.     (f) VERT ANG       
 JM0554
 JM0554.Superseded values are not recommended for survey control.
 JM0554
 JM0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0554.See file dsdata.pdf to determine how the superseded data were derived.
 JM0554
 JM0554_MARKER: DB = BENCH MARK DISK
 JM0554_SETTING: 66 = SET IN ROCK OUTCROP
 JM0554_STAMPING: UPHEAVAL 1951
 JM0554_MARK LOGO: USGS
 JM0554_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0554+STABILITY: POSITION/ELEVATION WELL
 JM0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0554+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2009
 JM0554
 JM0554  HISTORY     - Date     Condition        Report By
 JM0554  HISTORY     - 1951     MONUMENTED       USGS
 JM0554  HISTORY     - 1953     GOOD             USGS
 JM0554  HISTORY     - 20091201 GOOD             GEOCAC
 JM0554
 JM0554                          STATION DESCRIPTION
 JM0554
 JM0554'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JM0554'LOCATED ABOUT 24 MI. WSW OF MOAB, 18 MI. NNW OF JUNCTION OF THE
 JM0554'COLORADO AND GREEN RIVERS AND 3 MI. NE. OF THE GREEN RIVER ON THE S.
 JM0554'RIM OF UPHEAVAL DOME.
 JM0554'
 JM0554'STATION REACHED BY HELICOPTER.  TO REACH BY RD. FROM MOAB, DRIVE N. ON
 JM0554'U.S. HIGHWAY 160 FOR ABOUT 17.5 MI. TO DIRT RD. AND SIGN READING
 JM0554'---DEAD HORSE POINT---, TURN LEFT AND FOLLOW DIRT RD. ABOUT 20 MI. TO
 JM0554'RD. FORKS, CONTINUE STRAIGHT AHEAD ON RIGHT FORK TOWARD GRAND VIEW
 JM0554'POINT FOR ABOUT 14 MI. TO A SIDE RD.,  TURN RIGHT AND CONTINUE ABOUT
 JM0554'6 MI. TO END OF RD. PACK W. ABOUT 1 MI. TO HIGH POINT AND STATION.
 JM0554'
 JM0554'NOTE - THE MILEAGES ON THE TO REACH DESCRIPTION ARE APPROXIMATION
 JM0554'ONLY.
 JM0554'
 JM0554'STATION MARK - STANDARD TABLET STAMPED ---UPHEAVAL 1951--- CEMENTED IN
 JM0554'SOLID ROCK OUTCROP.
 JM0554'
 JM0554'STATION FOUND AS DESCRIBED, STATION MARK IN GOOD
 JM0554'CONDITION.
 JM0554'
 JM0554'REFERENCE MARKS - NONE.
 JM0554
 JM0554                          STATION RECOVERY (2009)
 JM0554
 JM0554'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0554'0.28 MI WSW OF THE UPHEAVAL DOME PARKING LOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0600 ***********************************************************************
 JO0600  DESIGNATION -  UPTON
 JO0600  PID         -  JO0600
 JO0600  STATE/COUNTY-  UT/MILLARD
 JO0600  COUNTRY     -  US
 JO0600  USGS QUAD   -  BURBANK PASS (2017)
 JO0600
 JO0600                         *CURRENT SURVEY CONTROL
 JO0600  ______________________________________________________________________
 JO0600* NAD 83(1994) POSITION- 38 55 59.59194(N) 113 54 22.37659(W)   ADJUSTED
 JO0600* NAVD 88 ORTHO HEIGHT -  2252.5   (meters)     7390.    (feet) VERTCON3
 JO0600  ______________________________________________________________________
 JO0600  GEOID HEIGHT    -        -20.448 (meters)                     GEOID18
 JO0600  LAPLACE CORR    -          3.44  (seconds)                    DEFLEC18
 JO0600  HORZ ORDER      -  FIRST
 JO0600
 JO0600.The horizontal coordinates were established by classical geodetic methods
 JO0600.and adjusted by the National Geodetic Survey in November 1997.
 JO0600
 JO0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0600
 JO0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0600.GEOID18 height accuracy estimate available here.
 JO0600
 JO0600.Click photographs - Photos may exist for this station.
 JO0600
 JO0600.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0600
 JO0600. The following values were computed from the NAD 83(1994) position.
 JO0600
 JO0600;                    North         East     Units Scale Factor Converg.
 JO0600;SPC UT C     - 2,069,406.854   291,383.042   MT  1.00002164   -1 32 28.9
 JO0600;SPC UT C     - 6,789,378.99    955,979.20   sFT  1.00002164   -1 32 28.9
 JO0600;UTM  12      - 4,313,382.777   248,086.364   MT  1.00038150   -1 49 38.2
 JO0600
 JO0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0600!SPC UT C     -   0.99964992  x   1.00002164  =   0.99967155
 JO0600!UTM  12      -   0.99964992  x   1.00038150  =   1.00003128
 JO0600
 JO0600:                Primary Azimuth Mark                     Grid Az
 JO0600:SPC UT C     -  UPTON AZ MK                              215 39 17.7
 JO0600:UTM  12      -  UPTON AZ MK                              215 56 27.0
 JO0600
 JO0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ4808613382(NAD 83)
 JO0600
 JO0600|---------------------------------------------------------------------|
 JO0600| PID    Reference Object                     Distance      Geod. Az  |
 JO0600|                                                           dddmmss.s |
 JO0600| CM6661 UPTON RM 1                            4.909 METERS 02551     |
 JO0600| CM6660 UPTON AZ MK                                        2140648.8 |
 JO0600| CM6662 UPTON RM 2                            3.800 METERS 26520     |
 JO0600|---------------------------------------------------------------------|
 JO0600
 JO0600                          SUPERSEDED SURVEY CONTROL
 JO0600
 JO0600  NAD 83(1986)-  38 55 59.58682(N)    113 54 22.37714(W) AD(       ) 1
 JO0600  NAD 27      -  38 55 59.76890(N)    113 54 19.43370(W) AD(       ) 1
 JO0600  NGVD 29 (07/19/86) 2251.3    (m)         7386.     (f) VERT ANG       
 JO0600
 JO0600.Superseded values are not recommended for survey control.
 JO0600
 JO0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0600.See file dsdata.pdf to determine how the superseded data were derived.
 JO0600
 JO0600_MARKER: DS = TRIANGULATION STATION DISK
 JO0600_SETTING: 66 = SET IN ROCK OUTCROP
 JO0600
 JO0600  HISTORY     - Date     Condition        Report By
 JO0600  HISTORY     - 1957     MONUMENTED       CGS
 JO0600  HISTORY     - 1958     GOOD             USGS
 JO0600
 JO0600                          STATION DESCRIPTION
 JO0600
 JO0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 JO0600'THE STATION IS LOCATED ON THE HIGHEST POINT AND NEAR THE NORTH
 JO0600'END OF A NORTH-SOUTH ROCKY RIDGE, ABOUT 14 MILES SOUTHEAST
 JO0600'OF BAKER, NEVADA, 7 MILES EAST OF GARRISON AND 15 FEET NORTH
 JO0600'NORTHWEST OF A 3 FOOT CAIRN.
 JO0600'
 JO0600'TO REACH, FROM BAKER, NEVADA, GO NORTH, ON STATE HIGHWAY 73,
 JO0600'FOR 4.7 MILES TO JUNCTION OF U.S. HIGHWAY 50 AND 6, TURN RIGHT,
 JO0600'AND GO EAST, ON U.S. HIGHWAY 50 AND 6, FOR 15.3 MILES TO
 JO0600'CROSSROADS.  TURN RIGHT, AND GO SOUTH, ON GRAVELED ROAD 3.9
 JO0600'MILES TO T ROAD.  TURN RIGHT, AND GO WEST, ON GRAVELED ROAD
 JO0600'0.9 MILES TO SIDE ROAD LEFT.  TURN LEFT, AND GO SOUTH 3.5 MILES
 JO0600'TO SIDE ROAD LEFT AND JUST BEFORE REACHING A DRY WASH.  TURN
 JO0600'LEFT, AND GO EAST, ON TRACK ROAD 0.4 MILE TO FEED TRAUGHS ON
 JO0600'RIGHT.  CONTINUE EASTERLY, UP CANYON, ON TRACK ROAD 0.7 MILE
 JO0600'TO AZIMUTH MARK AND END OF TRUCK TRAVEL.  THENCE PACK NORTHEAST UP
 JO0600'SLOPE OF RIDGE TO SMALL SADDLE, THEN LEFT, NORTH, TO HIGHEST
 JO0600'POINT AND STATION.  PACKING TIME 1 HOUR.
 JO0600'
 JO0600'THE STATION MARK IS A STANDARD DISK, STAMPED UPTON 1957, SET
 JO0600'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT FLUSH WITH
 JO0600'THE SURROUNDING BEDROCK.
 JO0600'
 JO0600'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED UPTON
 JO0600'NO 1 1957, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 JO0600'IS ABOUT FLUSH WITH THE SURROUNDING BEDROCK AND IS ABOUT 2
 JO0600'FEET LOWER THAN THE STATION.
 JO0600'
 JO0600'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED UPTON NO 2
 JO0600'1957, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT
 JO0600'FLUSH WITH THE SURROUNDING BEDROCK AND IS ABOUT 2 FEET LOWER
 JO0600'THAN THE STATION.
 JO0600'
 JO0600'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED UPTON 1957, SET
 JO0600'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT
 JO0600'6 FEET ON THE SOUTH SIDE.  IT IS LOCATED ON A SMALL LEDGE OF
 JO0600'OUTCROPPING BEDROCK, 57 FEET NORTHWEST OF THE CENTERLINE OF
 JO0600'THE TRACK ROAD AND 2-1/2 FEET NORTHWEST OF A 2 FOOT CAIRN.
 JO0600'
 JO0600'HEIGHT OF LIGHT ABOVE STATION MARK 1.57 METERS.
 JO0600
 JO0600                          STATION RECOVERY (1958)
 JO0600
 JO0600'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JO0600'RECOVERED IN GOOD CONDITION.
 JO0600'
 JO0600'STATION MARK--STANDARD DISK, STAMPED ---UPTON 1957---, SET IN A DRILL
 JO0600'HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT FLUSH WITH THE SURROUNDING
 JO0600'BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0835 ***********************************************************************
 HN0835  DESIGNATION -  URANIUM
 HN0835  PID         -  HN0835
 HN0835  STATE/COUNTY-  UT/SAN JUAN
 HN0835  COUNTRY     -  US
 HN0835  USGS QUAD   -  CHOCOLATE DROP (2017)
 HN0835
 HN0835                         *CURRENT SURVEY CONTROL
 HN0835  ______________________________________________________________________
 HN0835* NAD 83(1994) POSITION- 37 34 03.09858(N) 110 20 37.08746(W)   ADJUSTED
 HN0835* NAVD 88 ORTHO HEIGHT -  1966.1   (meters)     6450.    (feet) VERTCON3
 HN0835  ______________________________________________________________________
 HN0835  GEOID HEIGHT    -        -21.254 (meters)                     GEOID18
 HN0835  LAPLACE CORR    -         -2.34  (seconds)                    DEFLEC18
 HN0835  HORZ ORDER      -  SECOND
 HN0835
 HN0835.The horizontal coordinates were established by classical geodetic methods
 HN0835.and adjusted by the National Geodetic Survey in November 1997.
 HN0835
 HN0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0835
 HN0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0835.GEOID18 height accuracy estimate available here.
 HN0835
 HN0835.Click photographs - Photos may exist for this station.
 HN0835
 HN0835.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0835
 HN0835. The following values were computed from the NAD 83(1994) position.
 HN0835
 HN0835;                    North         East     Units Scale Factor Converg.
 HN0835;SPC UT S     - 3,100,611.848   602,153.047   MT  0.99995840   +0 42 30.6
 HN0835;SPC UT S     -10,172,590.70  1,975,563.79   sFT  0.99995840   +0 42 30.6
 HN0835;UTM  12      - 4,158,035.482   557,964.158   MT  0.99964138   +0 24 00.7
 HN0835
 HN0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0835!SPC UT S     -   0.99969490  x   0.99995840  =   0.99965331
 HN0835!UTM  12      -   0.99969490  x   0.99964138  =   0.99933639
 HN0835
 HN0835:                Primary Azimuth Mark                     Grid Az
 HN0835:SPC UT S     -  URANIUM AZ MK                            265 53 39.2
 HN0835:UTM  12      -  URANIUM AZ MK                            266 12 09.1
 HN0835
 HN0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG5796458035(NAD 83)
 HN0835
 HN0835|---------------------------------------------------------------------|
 HN0835| PID    Reference Object                     Distance      Geod. Az  |
 HN0835|                                                           dddmmss.s |
 HN0835| CM7257 URANIUM RM 1                          4.172 METERS 17917     |
 HN0835| CM7258 URANIUM RM 2                          7.190 METERS 25358     |
 HN0835| CM7256 URANIUM AZ MK                                      2663609.8 |
 HN0835|---------------------------------------------------------------------|
 HN0835
 HN0835                          SUPERSEDED SURVEY CONTROL
 HN0835
 HN0835  NAD 83(1986)-  37 34 03.09340(N)    110 20 37.08813(W) AD(       ) 2
 HN0835  NAD 27      -  37 34 03.11929(N)    110 20 34.60278(W) AD(       ) 2
 HN0835  NGVD 29 (07/19/86) 1965.1    (m)         6447.     (f) VERT ANG       
 HN0835
 HN0835.Superseded values are not recommended for survey control.
 HN0835
 HN0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0835.See file dsdata.pdf to determine how the superseded data were derived.
 HN0835
 HN0835_MARKER: DB = BENCH MARK DISK
 HN0835_SETTING: 66 = SET IN ROCK OUTCROP
 HN0835_STAMPING: URANIUM 1952
 HN0835_MARK LOGO: USGS
 HN0835_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0835+STABILITY: POSITION/ELEVATION WELL
 HN0835
 HN0835  HISTORY     - Date     Condition        Report By
 HN0835  HISTORY     - 1952     MONUMENTED       USGS
 HN0835  HISTORY     - 1963     GOOD             CGS
 HN0835
 HN0835                          STATION DESCRIPTION
 HN0835
 HN0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0835'THE STATION IS ON THE HIGHEST POINT OF A BUTTE ALONG THE
 HN0835'WEST RIM OF RED CANYON.  ABOUT 37-1/2 MILES NORTHEAST OF
 HN0835'HOLE-IN-THE-ROCK, 21 MILES SOUTH OF THE MILLE CRAG BEND IN
 HN0835'THE COLORADO RIVER AND 17-1/2 MILES SOUTH-SOUTHEAST OF HITE
 HN0835'AIRSTRIP.
 HN0835'
 HN0835'TO REACH BY HELICOPTER FROM THE HITE AIRSTRIP, FLY SOUTH-SOUTHEAST
 HN0835'ON A TRUE COURSE OF 163 DEGREES FOR ABOUT 17-1/2 MILES TO A
 HN0835'LANDING ON THE BUTTE AND ABOUT 20 YARDS NORTHWEST OF THE STATION.
 HN0835'
 HN0835'THE STATION MARK, IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 HN0835'STAMPED URANIUM 1952, CEMENTED IN A DRILL HOLE IN BEDROCK
 HN0835'ABOUT 6 INCHES BELOW GROUND SURFACE.  IT IS 16-1/2 FEET
 HN0835'SOUTHEAST OF A CAIRN 3 FEET HIGH AND 9 FEET WEST OF THE EAST
 HN0835'EDGE OF THE BUTTE.
 HN0835'
 HN0835'REFERENCE MARK 1, STAMPED NO 1 1952, IS A U.S. GEOLOGICAL
 HN0835'SURVEY REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 HN0835'BEDROCK ON THE SOUTH RIM OF THE BUTTE AND IS 27 FEET SOUTH
 HN0835'OF THE CAIRN.
 HN0835'
 HN0835'REFERENCE MARK 2, STAMPED NO 2 1952, IS A U.S. GEOLOGICAL
 HN0835'SURVEY REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 HN0835'BEDROCK ON THE SOUTH RIM OF THE BUTTE AND IS 17-1/2 FEET
 HN0835'SOUTHEAST OF THE CAIRN.
 HN0835'
 HN0835'THE AZIMUTH MARK, STAMPED URANIUM USGS 1963, IS A STANDARD
 HN0835'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING SANDSTONE, ABOUT
 HN0835'2-1/2 FEET WEST OF A SMALL PILE OF ROCKS.  THIS IS ABOUT A
 HN0835'15 MINUTE PACK WEST FROM THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DE9157 ***********************************************************************
 DE9157  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE9157  DESIGNATION -  UT DOT COOP CORS ARP
 DE9157  CORS_ID     -  UDOT
 DE9157  PID         -  DE9157
 DE9157  STATE/COUNTY-  UT/SALT LAKE
 DE9157  COUNTRY     -  US
 DE9157  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 DE9157
 DE9157                         *CURRENT SURVEY CONTROL
 DE9157  ______________________________________________________________________
 DE9157* NAD 83(CORS) POSITION- 40 40 16.07116(N) 111 57 24.43803(W)   ADJUSTED
 DE9157* NAD 83(CORS) ELLIP HT-  1318.791 (meters)        (12/??/02)   ADJUSTED
 DE9157* NAD 83(CORS) EPOCH   -  2002.00
 DE9157  ______________________________________________________________________
 DE9157  GEOID HEIGHT    -        -17.178 (meters)                     GEOID18
 DE9157  NAD 83(CORS) X  - -1,811,756.982 (meters)                     COMP
 DE9157  NAD 83(CORS) Y  - -4,494,011.150 (meters)                     COMP
 DE9157  NAD 83(CORS) Z  -  4,135,651.200 (meters)                     COMP
 DE9157  HORZ ORDER      -  SPECIAL (CORS)
 DE9157  ELLP ORDER      -  SPECIAL (CORS)
 DE9157
 DE9157.Formal positional accuracy estimates are not available for this CORS
 DE9157.because its coordinates were determined in part using modeled velocities.
 DE9157.A time-series residual plot is available that shows daily coordinate
 DE9157.variations relative to the published coordinates and modeled velocities.
 DE9157.Large residuals may indicate a potential error in the modeled velocities.
 DE9157
 DE9157.Residual plot at:
 DE9157.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=UDOT.
 DE9157
 DE9157.The coordinates were established by GPS observations
 DE9157.and adjusted by the National Geodetic Survey in December 2002.
 DE9157
 DE9157.The datum tag of NAD 83(CORS) is equivalent to NAD 83(CORS96). 
 DE9157
 DE9157.The coordinates are valid at the epoch date displayed above
 DE9157.which is a decimal equivalence of Year/Month/Day.
 DE9157
 DE9157.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DE9157.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DE9157.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DE9157.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DE9157.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DE9157.published epoch of 2010.00.
 DE9157
 DE9157.Additional information on MYCS is available at:
 DE9157.https://geodesy.noaa.gov/CORS/index.shtml
 DE9157
 DE9157.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9157.GEOID18 height accuracy estimate available here.
 DE9157
 DE9157.The PID for the CORS L1 Phase Center is DE9158.
 DE9157
 DE9157.Click photographs - Photos may exist for this station.
 DE9157
 DE9157.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE9157
 DE9157.The ellipsoidal height was determined by GPS observations
 DE9157.and is referenced to NAD 83.
 DE9157
 DE9157. The following values were computed from the NAD 83(CORS) position.
 DE9157
 DE9157;                    North         East     Units Scale Factor Converg.
 DE9157;SPC UT C     - 2,259,648.797   461,377.602   MT  1.00000533   -0 17 33.4
 DE9157;SPC UT C     - 7,413,531.09  1,513,703.02   sFT  1.00000533   -0 17 33.4
 DE9157;UTM  12      - 4,502,690.575   419,133.433   MT  0.99968049   -0 37 24.9
 DE9157
 DE9157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9157!SPC UT C     -   0.99979317  x   1.00000533  =   0.99979850
 DE9157!UTM  12      -   0.99979317  x   0.99968049  =   0.99947373
 DE9157
 DE9157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1913302690(NAD 83)
 DE9157
 DE9157                          SUPERSEDED SURVEY CONTROL
 DE9157
 DE9157.No superseded survey control is available for this station.
 DE9157
 DE9157_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE9157
 DE9157                          STATION DESCRIPTION
 DE9157
 DE9157'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE9157'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DE9157'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DE9157'AND LOG FILES ACCESSIBLE AT:
 DE9157'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0675 ***********************************************************************
 MR0675  DESIGNATION -  UTA
 MR0675  PID         -  MR0675
 MR0675  STATE/COUNTY-  UT/RICH
 MR0675  COUNTRY     -  US
 MR0675  USGS QUAD   -  MURPHY RIDGE (2017)
 MR0675
 MR0675                         *CURRENT SURVEY CONTROL
 MR0675  ______________________________________________________________________
 MR0675* NAD 83(1994) POSITION- 41 17 31.40406(N) 111 03 59.14009(W)   ADJUSTED
 MR0675* NAVD 88 ORTHO HEIGHT -  2268.5   (meters)     7443.    (feet) VERTCON3
 MR0675  ______________________________________________________________________
 MR0675  GEOID HEIGHT    -        -15.290 (meters)                     GEOID18
 MR0675  LAPLACE CORR    -          1.97  (seconds)                    DEFLEC18
 MR0675  HORZ ORDER      -  FIRST
 MR0675
 MR0675.The horizontal coordinates were established by classical geodetic methods
 MR0675.and adjusted by the National Geodetic Survey in November 1997.
 MR0675
 MR0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0675
 MR0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0675.GEOID18 height accuracy estimate available here.
 MR0675
 MR0675.Click photographs - Photos may exist for this station.
 MR0675
 MR0675.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0675
 MR0675. The following values were computed from the NAD 83(1994) position.
 MR0675
 MR0675;                    North         East     Units Scale Factor Converg.
 MR0675;SPC UT N     - 1,106,556.834   536,315.472   MT  0.99995710   +0 17 09.2
 MR0675;SPC UT N     - 3,630,428.55  1,759,561.68   sFT  0.99995710   +0 17 09.2
 MR0675;SPC WY W     -   188,420.094   717,657.964   MT  1.00002091   -0 38 55.6
 MR0675;SPC WY W     -   618,174.93  2,354,516.17   sFT  1.00002091   -0 38 55.6
 MR0675;UTM  12      - 4,571,181.076   494,438.053   MT  0.99960038   -0 02 37.8
 MR0675
 MR0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0675!SPC UT N     -   0.99964670  x   0.99995710  =   0.99960382
 MR0675!SPC WY W     -   0.99964670  x   1.00002091  =   0.99966760
 MR0675!UTM  12      -   0.99964670  x   0.99960038  =   0.99924722
 MR0675
 MR0675:                Primary Azimuth Mark                     Grid Az
 MR0675:SPC UT N     -  UTA AZ MK                                268 53 47.7
 MR0675:SPC WY W     -  UTA AZ MK                                269 49 52.5
 MR0675:UTM  12      -  UTA AZ MK                                269 13 34.7
 MR0675
 MR0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL9443871181(NAD 83)
 MR0675
 MR0675|---------------------------------------------------------------------|
 MR0675| PID    Reference Object                     Distance      Geod. Az  |
 MR0675|                                                           dddmmss.s |
 MR0675| MR0810 MOUNTAIN FUEL CO ASPEN MTN MST      APPROX.27.5 KM 1175129.5 |
 MR0675| MR0677 MICROWAVE REL TWR SW EVANSTON       APPROX. 9.0 KM 1724314.4 |
 MR0675| CM6691 UTA RM 1                             20.610 METERS 20807     |
 MR0675| CM6690 UTA AZ MK                                          2691056.9 |
 MR0675| CM6692 UTA RM 2                             17.259 METERS 30357     |
 MR0675|---------------------------------------------------------------------|
 MR0675
 MR0675                          SUPERSEDED SURVEY CONTROL
 MR0675
 MR0675  NAD 83(1993)-  41 17 31.40402(N)    111 03 59.14005(W) AD(       ) 1
 MR0675  NAD 83(1986)-  41 17 31.39051(N)    111 03 59.13038(W) AD(       ) 1
 MR0675  NAD 27      -  41 17 31.58740(N)    111 03 56.45800(W) AD(       ) 1
 MR0675  NGVD 29 (07/19/86) 2267.1    (m)         7438.     (f) VERT ANG       
 MR0675
 MR0675.Superseded values are not recommended for survey control.
 MR0675
 MR0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0675.See file dsdata.pdf to determine how the superseded data were derived.
 MR0675
 MR0675_MARKER: DS = TRIANGULATION STATION DISK
 MR0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0675
 MR0675  HISTORY     - Date     Condition        Report By
 MR0675  HISTORY     - 1962     MONUMENTED       CGS
 MR0675  HISTORY     - 1962     GOOD             CGS
 MR0675  HISTORY     - 1966     GOOD             USGS
 MR0675
 MR0675                          STATION DESCRIPTION
 MR0675
 MR0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0675'THE STATION IS ABOUT 1-1/4 MILES WEST OF THE UTAH-WYOMING STATE
 MR0675'LINE, 5-1/2 MILES WEST-NORTHWEST OF EVANSTON, ON THE HIGHEST
 MR0675'POINT OF A RIDGE THAT HAS BRUSH ON THE EAST AND NORTH SLOPES
 MR0675'AND IS BARE ON THE TOP.
 MR0675'
 MR0675'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WAHSATCH, GO
 MR0675'EAST FOR 0.05 MILE, TURN LEFT AND GO NORTH FOR 0.05 MILE,
 MR0675'CROSSING RAILROAD TRACKS, TO A GATE.  PASS THROUGH THE GATE,
 MR0675'TURN RIGHT AND GO EASTERLY FOR 0.3 MILE TO A FORK.  TAKE THE
 MR0675'LEFT FORK AND CONTINUE FOR 4.2 MILES TO A REVERSE FORK.  CONTINUE
 MR0675'STRAIGHT AHEAD FOR 2.7 MILES TO A GATE AT A RANCH HOUSE.  PASS
 MR0675'THROUGH THE GATE AND CONTINUE FOR 0.15 MILE TO A GATE ON
 MR0675'THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND CONTINUE
 MR0675'FOR 0.05 MILE TO ANOTHER GATE.  PASS THROUGH THE GATE AND
 MR0675'CONTINUE FOR 1.0 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 MR0675'CONTINUE FOR 0.65 MILE TO A T-JUNCTION AT THE TOP OF A RIDGE.
 MR0675'TURN RIGHT AND GO 0.3 MILE TO A CROSSROADS.  TURN RIGHT
 MR0675'AND GO SOUTH AND SOUTHEAST FOR 0.3 MILE TO THE AZIMUTH MARK ON
 MR0675'THE LEFT.  CONTINUE EAST FOR 0.2 MILE TO A FORK.  TAKE THE
 MR0675'LEFT FORK AND CONTINUE EAST FOR 0.2 MILE TO THE STATION.
 MR0675'
 MR0675'THE STATION MARK IS A STANDARD DISK, STAMPED UTA 1962, SET
 MR0675'IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 6
 MR0675'INCHES.  IT IS ABOUT 15 FEET WEST OF THE EDGE OF A BRUSH
 MR0675'LINE AND 5.3 FEET NORTHWEST OF A WITNESS POST.
 MR0675'
 MR0675'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED UTA NO 1 1962,
 MR0675'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 MR0675'6 INCHES.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 MR0675'
 MR0675'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED UTA NO 2 1962,
 MR0675'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 MR0675'6 INCHES.  IT IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 MR0675'
 MR0675'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED UTA 1962, SET
 MR0675'IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 6
 MR0675'INCHES.  IT IS 29 FEET NORTH OF THE CENTERLINE OF THE ROAD
 MR0675'AND 4.4 FEET EAST OF A WITNESS POST.
 MR0675
 MR0675                          STATION RECOVERY (1962)
 MR0675
 MR0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0675'THE STATION IS ABOUT 1-1/4 MILES WEST OF THE UTAH-WYOMING STATE
 MR0675'LINE, 5-1/2 MILES WEST-NORTHWEST OF EVANSTON, ON THE HIGHEST
 MR0675'POINT OF A RIDGE THAT HAS BRUSH ON THE EAST AND NORTH SLOPES
 MR0675'AND IS BARE ON THE TOP.
 MR0675'
 MR0675'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WAHSATCH, GO
 MR0675'EAST FOR 0.05 MILE, TURN LEFT AND GO NORTH FOR 0.05 MILE,
 MR0675'CROSSING RAILROAD TRACKS, TO A GATE.  PASS THROUGH THE GATE,
 MR0675'TURN RIGHT AND GO EASTERLY FOR 0.3 MILE TO A FORK.  TAKE THE
 MR0675'LEFT FORK AND CONTINUE FOR 4.2 MILES TO A REVERSE FORK.  CONTINUE
 MR0675'STRAIGHT AHEAD FOR 2.7 MILES TO A GATE AT A RANCH HOUSE.  PASS
 MR0675'THROUGH THE GATE AND CONTINUE FOR 0.15 MILE TO A GATE ON
 MR0675'THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND CONTINUE
 MR0675'FOR 0.05 MILE TO ANOTHER GATE.  PASS THROUGH THE GATE AND
 MR0675'CONTINUE FOR 1.0 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 MR0675'CONTINUE FOR 0.65 MILE TO A T-JUNCTION AT THE TOP OF A RIDGE.
 MR0675'TURN RIGHT AND GO 0.3 MILE TO A CROSSROADS.  TURN RIGHT
 MR0675'AND GO SOUTH AND SOUTHEAST FOR 0.3 MILE TO THE AZIMUTH MARK ON
 MR0675'THE LEFT.  CONTINUE EAST FOR 0.2 MILE TO A FORK.  TAKE THE
 MR0675'LEFT FORK AND CONTINUE EAST FOR 0.2 MILE TO THE STATION.
 MR0675'
 MR0675'THE STATION MARK IS A STANDARD DISK, STAMPED UTA 1962, SET
 MR0675'IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 6
 MR0675'INCHES.  IT IS ABOUT 15 FEET WEST OF THE EDGE OF A BRUSH
 MR0675'LINE AND 5.3 FEET NORTHWEST OF A WITNESS POST.
 MR0675'
 MR0675'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED UTA NO 1 1962,
 MR0675'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 MR0675'6 INCHES.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 MR0675'
 MR0675'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED UTA NO 2 1962,
 MR0675'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 MR0675'6 INCHES.  IT IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 MR0675'
 MR0675'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED UTA 1962, SET
 MR0675'IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 6
 MR0675'INCHES.  IT IS 29 FEET NORTH OF THE CENTERLINE OF THE ROAD
 MR0675'AND 4.4 FEET EAST OF A WITNESS POST.
 MR0675
 MR0675                          STATION RECOVERY (1966)
 MR0675
 MR0675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MR0675'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0114 ***********************************************************************
 MS0114  DESIGNATION -  UTAH ROW MARKER
 MS0114  PID         -  MS0114
 MS0114  STATE/COUNTY-  UT/BOX ELDER
 MS0114  COUNTRY     -  US
 MS0114  USGS QUAD   -  RATTLESNAKE PASS (2017)
 MS0114
 MS0114                         *CURRENT SURVEY CONTROL
 MS0114  ______________________________________________________________________
 MS0114* NAD 83(1986) POSITION- 41 53 35.     (N) 112 31 21.     (W)   SCALED
 MS0114* NAVD 88 ORTHO HEIGHT -  1549.557 (meters)     5083.84  (feet) ADJUSTED
 MS0114  ______________________________________________________________________
 MS0114  GEOID HEIGHT    -        -14.980 (meters)                     GEOID18
 MS0114  DYNAMIC HEIGHT  -       1548.462 (meters)     5080.25  (feet) COMP
 MS0114  MODELED GRAVITY -    979,861.6   (mgal)                       NAVD 88
 MS0114
 MS0114  VERT ORDER      -  SECOND    CLASS 0
 MS0114
 MS0114.The horizontal coordinates were scaled from a map and have
 MS0114.an estimated accuracy of +/- 6 seconds.
 MS0114
 MS0114.The orthometric height was determined by differential leveling and
 MS0114.adjusted by the NATIONAL GEODETIC SURVEY
 MS0114.in June 1991.
 MS0114
 MS0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0114.GEOID18 height accuracy estimate available here.
 MS0114
 MS0114.Click photographs - Photos may exist for this station.
 MS0114
 MS0114.The dynamic height is computed by dividing the NAVD 88
 MS0114.geopotential number by the normal gravity value computed on the
 MS0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0114.degrees latitude (g = 980.6199 gals.).
 MS0114
 MS0114.The modeled gravity was interpolated from observed gravity values.
 MS0114
 MS0114;                    North         East    Units  Estimated Accuracy
 MS0114;SPC UT N     - 1,173,710.      415,140.      MT  (+/- 180 meters Scaled)
 MS0114
 MS0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM736390(NAD 83)
 MS0114
 MS0114                          SUPERSEDED SURVEY CONTROL
 MS0114
 MS0114  NGVD 29 (??/??/92) 1548.47   (m)         5080.3    (f) COMPUTED    2 0
 MS0114
 MS0114.Superseded values are not recommended for survey control.
 MS0114
 MS0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0114.See file dsdata.pdf to determine how the superseded data were derived.
 MS0114
 MS0114_MARKER: P = PIPE CAP
 MS0114_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MS0114_MARK LOGO: UTDH
 MS0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0114
 MS0114  HISTORY     - Date     Condition        Report By
 MS0114  HISTORY     - UNK      MONUMENTED       UTDH
 MS0114  HISTORY     - 1934     GOOD             CGS
 MS0114
 MS0114                          STATION DESCRIPTION
 MS0114
 MS0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0114'11.8 MI SE FROM SNOWVILLE.
 MS0114'11.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 S FROM THE CAFE BUILDING AT
 MS0114'SNOWVILLE, 1/2 MILE EAST OF A SUMMIT, AND 50 FEET NORTH OF THE CENTER
 MS0114'LINE OF THE HIGHWAY.  A UTAH STATE ROAD COMMISSION STANDARD CAP,
 MS0114'FASTENED ON THE TOP OF AN IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0693 ***********************************************************************
 LN0693  DESIGNATION -  UTE MTN LOT
 LN0693  PID         -  LN0693
 LN0693  STATE/COUNTY-  UT/DAGGETT
 LN0693  COUNTRY     -  US
 LN0693  USGS QUAD   -  LEIDY PEAK (2017)
 LN0693
 LN0693                         *CURRENT SURVEY CONTROL
 LN0693  ______________________________________________________________________
 LN0693* NAD 83(1994) POSITION- 40 52 17.69190(N) 109 47 33.33303(W)   ADJUSTED
 LN0693* NAVD 88 ORTHO HEIGHT -  2693.9   (meters)     8838.    (feet) VERTCON3
 LN0693  ______________________________________________________________________
 LN0693  GEOID HEIGHT    -        -13.000 (meters)                     GEOID18
 LN0693  LAPLACE CORR    -         -6.69  (seconds)                    DEFLEC18
 LN0693  HORZ ORDER      -  THIRD
 LN0693
 LN0693.The horizontal coordinates were established by classical geodetic methods
 LN0693.and adjusted by the National Geodetic Survey in November 1997.
 LN0693
 LN0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0693
 LN0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0693.GEOID18 height accuracy estimate available here.
 LN0693
 LN0693.Click photographs - Photos may exist for this station.
 LN0693
 LN0693.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0693
 LN0693. The following values were computed from the NAD 83(1994) position.
 LN0693
 LN0693;                    North         East     Units Scale Factor Converg.
 LN0693;SPC UT N     - 1,061,185.780   643,919.161   MT  0.99997861   +1 07 32.8
 LN0693;SPC UT N     - 3,481,573.68  2,112,591.45   sFT  0.99997861   +1 07 32.8
 LN0693;UTM  12      - 4,525,203.055   601,742.749   MT  0.99972741   +0 47 24.6
 LN0693
 LN0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0693!SPC UT N     -   0.99957965  x   0.99997861  =   0.99955827
 LN0693!UTM  12      -   0.99957965  x   0.99972741  =   0.99930717
 LN0693
 LN0693:                Primary Azimuth Mark                     Grid Az
 LN0693:SPC UT N     -  DOWD                                     056 30 00.3
 LN0693:UTM  12      -  DOWD                                     056 50 08.5
 LN0693
 LN0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL0174225203(NAD 83)
 LN0693
 LN0693|---------------------------------------------------------------------|
 LN0693| PID    Reference Object                     Distance      Geod. Az  |
 LN0693|                                                           dddmmss.s |
 LN0693| LN0666 DOWD                                APPROX. 4.7 KM 0573733.1 |
 LN0693|---------------------------------------------------------------------|
 LN0693
 LN0693                          SUPERSEDED SURVEY CONTROL
 LN0693
 LN0693  NAD 83(1993)-  40 52 17.69215(N)    109 47 33.33265(W) AD(       ) 3
 LN0693  NAD 83(1986)-  40 52 17.67210(N)    109 47 33.32135(W) AD(       ) 3
 LN0693  NAD 27      -  40 52 17.83274(N)    109 47 30.76864(W) AD(       ) 3
 LN0693  NGVD 29 (07/19/86) 2692.5    (m)         8834.     (f) VERT ANG       
 LN0693
 LN0693.Superseded values are not recommended for survey control.
 LN0693
 LN0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0693.See file dsdata.pdf to determine how the superseded data were derived.
 LN0693
 LN0693_MARKER: N = NAIL
 LN0693_SETTING: 66 = SET IN ROCK OUTCROP
 LN0693_MARK LOGO: USGS
 LN0693_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0693+STABILITY: POSITION/ELEVATION WELL
 LN0693
 LN0693  HISTORY     - Date     Condition        Report By
 LN0693  HISTORY     - 1961     MONUMENTED       USGS
 LN0693
 LN0693                          STATION DESCRIPTION
 LN0693
 LN0693'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 LN0693'LOCATED ABOUT 9.0 MI. SW. AIR OF MANILA, ON A TIMBERED TOP KNOWN AS
 LN0693'UTE MOUNTAIN.
 LN0693'
 LN0693'TO REACH FROM MANILA, UTAH DRIVE S. ON STATE HIGHWAY 44 FOR 9.3 MI. TO
 LN0693'THE BENNETT RANCH, CONTINUE ON HIGHWAY 44 FOR 6.1 MI. TO A Y-RD.,
 LN0693'TURN RIGHT AND CONTINUE ON HIGHWAY 44 FOR 0.7 MI. TO A TRIANGLE RD.
 LN0693'INTERSECTION, TURN RIGHT 0.6 MI. TO A SIGN ---UTE LOOKOUT TOWER 2---,
 LN0693'TURN LEFT AND GO 1.2 MI. TO STATION AND LOOKOUT TOWER.
 LN0693'
 LN0693'STATION  MARK - A COPPER NAIL AND WASHER CENTERED UNDER THE TOWER AND
 LN0693'CEMENTED INTO A DRILL HOLE IN A ROCK FLUSH WITH THE GROUND.
 LN0693'
 LN0693'A USFS LOOKOUT TOWER CENTERED OVER THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0957 ***********************************************************************
 LO0957  DESIGNATION -  UTECH
 LO0957  PID         -  LO0957
 LO0957  STATE/COUNTY-  UT/SALT LAKE
 LO0957  COUNTRY     -  US
 LO0957  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0957
 LO0957                         *CURRENT SURVEY CONTROL
 LO0957  ______________________________________________________________________
 LO0957* NAD 83(1994) POSITION- 40 40 19.68220(N) 111 56 30.31846(W)   ADJUSTED
 LO0957* NAVD 88 ORTHO HEIGHT -  1332.7   (meters)     4372.    (feet) VERTCON3
 LO0957  ______________________________________________________________________
 LO0957  GEOID HEIGHT    -        -17.151 (meters)                     GEOID18
 LO0957  LAPLACE CORR    -          4.32  (seconds)                    DEFLEC18
 LO0957  HORZ ORDER      -  FIRST
 LO0957
 LO0957.The horizontal coordinates were established by classical geodetic methods
 LO0957.and adjusted by the National Geodetic Survey in November 1997.
 LO0957
 LO0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0957
 LO0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0957.GEOID18 height accuracy estimate available here.
 LO0957
 LO0957.Click photographs - Photos may exist for this station.
 LO0957
 LO0957.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0957
 LO0957. The following values were computed from the NAD 83(1994) position.
 LO0957
 LO0957;                    North         East     Units Scale Factor Converg.
 LO0957;SPC UT C     - 2,259,753.799   462,649.231   MT  1.00000558   -0 16 58.7
 LO0957;SPC UT C     - 7,413,875.59  1,517,875.02   sFT  1.00000558   -0 16 58.7
 LO0957;UTM  12      - 4,502,788.200   420,405.232   MT  0.99967798   -0 36 49.7
 LO0957
 LO0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0957!SPC UT C     -   0.99979368  x   1.00000558  =   0.99979926
 LO0957!UTM  12      -   0.99979368  x   0.99967798  =   0.99947173
 LO0957
 LO0957:                Primary Azimuth Mark                     Grid Az
 LO0957:SPC UT C     -  KEARNS                                   218 21 11.9
 LO0957:UTM  12      -  KEARNS                                   218 41 02.9
 LO0957
 LO0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2040502788(NAD 83)
 LO0957
 LO0957|---------------------------------------------------------------------|
 LO0957| PID    Reference Object                     Distance      Geod. Az  |
 LO0957|                                                           dddmmss.s |
 LO0957| LO0936 KEARNS                              APPROX. 4.1 KM 2180413.2 |
 LO0957|---------------------------------------------------------------------|
 LO0957
 LO0957                          SUPERSEDED SURVEY CONTROL
 LO0957
 LO0957  NAD 83(1993)-  40 40 19.68173(N)    111 56 30.31768(W) AD(       ) 1
 LO0957  NAD 83(1986)-  40 40 19.67106(N)    111 56 30.31029(W) AD(       ) 1
 LO0957  NAD 27      -  40 40 19.86200(N)    111 56 27.53779(W) AD(       ) 1
 LO0957  NGVD 29 (07/19/86) 1331.7    (m)         4369.     (f) VERT ANG       
 LO0957
 LO0957.Superseded values are not recommended for survey control.
 LO0957
 LO0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0957.See file dsdata.pdf to determine how the superseded data were derived.
 LO0957
 LO0957_MARKER: DH = HORIZONTAL CONTROL DISK
 LO0957_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0957_SP_SET: BUILDING ROOF
 LO0957_STAMPING: UTECH 1973
 LO0957_MARK LOGO: NGS
 LO0957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0957
 LO0957  HISTORY     - Date     Condition        Report By
 LO0957  HISTORY     - 1973     MONUMENTED       NGS
 LO0957  HISTORY     - 1974     GOOD             NGS
 LO0957
 LO0957                          STATION DESCRIPTION
 LO0957
 LO0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 LO0957'THE STATION IS LOCATED ABOUT 2 MILES WEST OF INTERSTATE HIGHWAY
 LO0957'15, 1 MILE NORTH OF THE JUNCTION OF STATE HIGHWAYS 68 AND 174
 LO0957'IN TAYLORSVILLE AND ON THE ROOF OF THE WEST STAIRWELL OF THE
 LO0957'MAIN BUILDING AT THE UTAH TECHNICAL COLLEGE, THE ADDRESS IS 1700
 LO0957'WEST AND 4500 SOUTH.  PERMISSION CAN BE OBTAINED FROM
 LO0957'MR. R. H. HANSEN, PHONE NUMBER 299-3411, EXTENSION 268.
 LO0957'
 LO0957'THE STATION MARK IS A STANDARD DISK STAMPED UTECH 1973, SET IN
 LO0957'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 LO0957'INCHES ABOVE THE ROOF OF THE BUILDING AND HAS BEEN EPOXY GLUED
 LO0957'TO THE ROOF.  A SMALL METAL DISK WITH A PUNCH MARK WAS SET AS A
 LO0957'SUB SURFACE MARK.  IT IS 11 FEET NORTHEAST OF THE SOUTHWEST CORNER
 LO0957'OF THE ROOF AND 11 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE
 LO0957'ROOF.
 LO0957'
 LO0957'NO REFERENCE MARKS WERE ESTABLISHED FOR THIS STATION.
 LO0957'
 LO0957'TRIANGULATION STATION KEARNS 1962 CAN BE USED AS AN AZIMUTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0979 ***********************************************************************
 LO0979  DESIGNATION -  UTES
 LO0979  PID         -  LO0979
 LO0979  STATE/COUNTY-  UT/SALT LAKE
 LO0979  COUNTRY     -  US
 LO0979  USGS QUAD   -  FORT DOUGLAS (2017)
 LO0979
 LO0979                         *CURRENT SURVEY CONTROL
 LO0979  ______________________________________________________________________
 LO0979* NAD 83(1994) POSITION- 40 46 05.88620(N) 111 50 48.07558(W)   ADJUSTED
 LO0979* NAVD 88 ORTHO HEIGHT -  1460.7   (meters)     4792.    (feet) VERTCON3
 LO0979  ______________________________________________________________________
 LO0979  GEOID HEIGHT    -        -16.531 (meters)                     GEOID18
 LO0979  LAPLACE CORR    -         14.93  (seconds)                    DEFLEC18
 LO0979  HORZ ORDER      -  FIRST
 LO0979
 LO0979.The horizontal coordinates were established by classical geodetic methods
 LO0979.and adjusted by the National Geodetic Survey in November 1997.
 LO0979
 LO0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0979
 LO0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0979.GEOID18 height accuracy estimate available here.
 LO0979
 LO0979.Click photographs - Photos may exist for this station.
 LO0979
 LO0979.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0979
 LO0979. The following values were computed from the NAD 83(1994) position.
 LO0979
 LO0979;                    North         East     Units Scale Factor Converg.
 LO0979;SPC UT C     - 2,270,397.775   470,728.614   MT  1.00003159   -0 13 19.5
 LO0979;SPC UT C     - 7,448,796.70  1,544,382.13   sFT  1.00003159   -0 13 19.5
 LO0979;UTM  12      - 4,513,381.657   428,543.109   MT  0.99966285   -0 33 10.5
 LO0979
 LO0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0979!SPC UT C     -   0.99977352  x   1.00003159  =   0.99980510
 LO0979!UTM  12      -   0.99977352  x   0.99966285  =   0.99943645
 LO0979
 LO0979:                Primary Azimuth Mark                     Grid Az
 LO0979:SPC UT C     -  VABM 5459                                144 02 47.7
 LO0979:UTM  12      -  VABM 5459                                144 22 38.7
 LO0979
 LO0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2854313381(NAD 83)
 LO0979
 LO0979|---------------------------------------------------------------------|
 LO0979| PID    Reference Object                     Distance      Geod. Az  |
 LO0979|                                                           dddmmss.s |
 LO0979| CM6695 UTES RM 1                            11.584 METERS 04341     |
 LO0979| CM6696 UTES RM 2                             8.673 METERS 11245     |
 LO0979| LO0974 EMIGRATION CANYON MICROWAVE         APPROX. 4.3 KM 1181031.2 |
 LO0979| CM5598 FORT DOUGLAS 6                                     1222658.6 |
 LO0979| LO0982 SALT LAKE CITY UNIV UTAH DOME       APPROX. 1.0 KM 1355748.7 |
 LO0979| LO0850 VABM 5459                           APPROX. 5.3 KM 1434928.2 |
 LO0979| LO0978 SALT LAKE CITY VET HOSP STACK       APPROX. 1.6 KM 1583729.8 |
 LO0979| LO0935 MURRAY BUEHNER CO N STACK           APPROX.12.9 KM 1971524.7 |
 LO0979| LO0931 SOUTH SALT LAKE VITRO CHEM STK      APPROX. 9.0 KM 2144542.6 |
 LO0979| LP0405 UNIVERSITY UTAH TV KUED MAST        APPROX.32.0 KM 2361318.2 |
 LO0979| LO0995 SALT LAKE CITY CO BLDG SPIRE        APPROX. 3.5 KM 2540116.7 |
 LO0979| LO1014 SALT LAKE CITY ENVIROTECH TANK      APPROX. 4.8 KM 2632439.2 |
 LO0979| LO0997 SALT LAKE CITY UTAH PWR E STK       APPROX. 6.7 KM 2704307.5 |
 LO0979| LO0994 SALT LAKE CITY HOTEL UTAH FLAG      APPROX. 3.7 KM 2723739.3 |
 LO0979| LO1000 SALT LAKE CITY TEMPLE W SPIRE       APPROX. 3.8 KM 2733211.1 |
 LO0979| LO1002 SALT LAKE CITY TEMPLE E SPIRE       APPROX. 3.8 KM 2733434.6 |
 LO0979| LO1011 SALT LAKE CITY LDS CH BLDG LT       APPROX. 3.6 KM 2744748.4 |
 LO0979| LO0996 SALT LAKE CITY ST CAPITOL DOME      APPROX. 3.6 KM 2860446.1 |
 LO0979| LO0993 SALT LAKE LDS CHILD HOSP STACK      APPROX. 3.2 KM 2924402.9 |
 LO0979| LO1003 ENSIGN PEAK MONUMENT                APPROX. 4.7 KM 3075752.3 |
 LO0979| LO1005 SALT LAKE CITY MICROWAVE STA        APPROX. 5.8 KM 3184057.9 |
 LO0979|---------------------------------------------------------------------|
 LO0979
 LO0979                          SUPERSEDED SURVEY CONTROL
 LO0979
 LO0979  NAD 83(1993)-  40 46 05.88601(N)    111 50 48.07555(W) AD(       ) 1
 LO0979  NAD 83(1986)-  40 46 05.87467(N)    111 50 48.06645(W) AD(       ) 1
 LO0979  NAD 27      -  40 46 06.06723(N)    111 50 45.30213(W) AD(       ) 1
 LO0979  NGVD 29 (07/19/86) 1459.7    (m)         4789.     (f) VERT ANG       
 LO0979
 LO0979.Superseded values are not recommended for survey control.
 LO0979
 LO0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0979.See file dsdata.pdf to determine how the superseded data were derived.
 LO0979
 LO0979_MARKER: DS = TRIANGULATION STATION DISK
 LO0979_SETTING: 0 = UNSPECIFIED SETTING
 LO0979
 LO0979  HISTORY     - Date     Condition        Report By
 LO0979  HISTORY     - 1962     MONUMENTED       CGS
 LO0979  HISTORY     - 1963     GOOD             CGS
 LO0979  HISTORY     - 1973     GOOD             NGS
 LO0979
 LO0979                          STATION DESCRIPTION
 LO0979
 LO0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO0979'THE STATION IS LOCATED ON THE CIVIL ENGINEERING BUILDING OR
 LO0979'MERRILL ENGINEERING BUILDING, WHICH IS ON THE CAMPUS OF THE
 LO0979'UNIVERSITY OF UTAH, IN THE EASTERN PART OF SALT LAKE CITY.
 LO0979'
 LO0979'TO REACH FROM THE INTERSECTION OF STATE STREET AND 2ND SOUTH,
 LO0979'GO EAST ON 2ND SOUTH FOR 1.95 MILES TO UNIVERSITY STREET.  TURN
 LO0979'LEFT NORTH FOR 0.1 MILE TO 100 SOUTH STREET.  TURN EAST FOR 0.25
 LO0979'MILE TO A CROSS ROAD, TURN LEFT NORTH TO A PURPLE GLASS BUILDING
 LO0979'AND THE STATION.  TO REACH THE AZIMUTH MARK GO EAST ON MINERAL
 LO0979'SQUARE STREET FOR 0.15 MILE TO THE MARK ON THE LEFT.
 LO0979'
 LO0979'THE STATION MARK IS A STANDARD DISK, STAMPED UTES 1962, BRAZED
 LO0979'TO THE TOP OF AN I BEAM WHICH EXTENDS THROUGH THE BUILDING
 LO0979'AND DOWN TO BEDROCK.  IT IS 28.5 FEET WEST NORTHWEST OF THE
 LO0979'SOUTHWEST CORNER OF THE PENTHOUSE ON TOP OF THE BUILDING AND 48
 LO0979'FEET SOUTHWEST OF THE WEST DOOR OF THE PENTHOUSE.  THE MARK
 LO0979'PROJECTS 2.1 FEET ABOVE THE ROOF OF THE BUILDING.
 LO0979'
 LO0979'REFERENCE MARK 1 IS A CHISELED CROSS ON AN ALUMINUM UPRIGHT
 LO0979'OF THE PENTHOUSE ON THE TOP OF THE BUILDING.  IT IS 1.8 FEET
 LO0979'ABOVE THE ROOF OF THE BUILDING.
 LO0979'
 LO0979'REFERENCE MARK 2 IS A CHISELED CROSS ON A CORNER ALUMINUM
 LO0979'UPRIGHT OF THE PENTHOUSE ON THE TOP OF THE BUILDING.  IT IS 2.2
 LO0979'FEET ABOVE THE ROOF OF THE BUILDING.
 LO0979'
 LO0979'FORT DOUGLAS 6 USMR WAS USED AS AN AZIMUTH.  IT IS A BRONZE
 LO0979'DISK, STAMPED FORT DOUGLAS 6 USMR FEB 1940, SET IN THE TOP OF A
 LO0979'ROUND, PYRAMID SHAPED, CONCRETE POST PROJECTING 14 INCHES.  THE
 LO0979'MARK IS 66.0 FEET NORTHEAST OF THE CENTERLINE OF A CURVE OF
 LO0979'MINERAL SQUARE 1700 EAST AND 100 SOUTH, 58.6 FEET NORTH OF A
 LO0979'RED FIRE HYDRANT AND 39.1 FEET EAST OF A TELEPHONE POLE.
 LO0979
 LO0979                          STATION RECOVERY (1963)
 LO0979
 LO0979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LFW)
 LO0979'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN
 LO0979'GOOD CONDITION.  THE DISTANCES AND DIRECTION TO THE REFERENCE
 LO0979'MARKS AND THE DIRECTION TO THE AZIMUTH MARK WERE VERIFIED.  THE
 LO0979'PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT.
 LO0979
 LO0979                          STATION RECOVERY (1973)
 LO0979
 LO0979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0979'THE STATION MARK, REFERENCE MARKS 1,2 AND THE AZIMUTH MARK WAS
 LO0979'RECOVERED AND FOUND IN GOOD CONDITION.  DISTANCES AND DIRECTIONS
 LO0979'TO ALL MARKS COMPARED FAVORABLY WITH THE 1962 DATA.
 LO0979'
 LO0979'THE STATION IS LOCATED ON THE CIVIL ENGINEERING BUILDING OF THE
 LO0979'UNIVERSITY OF UTAH AND IN THE EAST PART OF SALT LAKE CITY.
 LO0979'
 LO0979'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH TEMPLE AND
 LO0979'1300 EAST IN SALT LAKE CITY GO EAST ON SOUTH TEMPLE FOR 0.1 MILE
 LO0979'TO A FORK AND A CIRCLE.  BEAR RIGHT AND GO SOUTHEASTERLY ON FEDERAL
 LO0979'WAY FOR 0.25 MILE TO A CROSSROAD AND STATION ON TOP OF THE CIVIL
 LO0979'ENGINEERING BUILDING IN THE NORTHEAST ANGLE OF THE
 LO0979'INTERSECTION.  TO REACH THE AZIMUTH MARK TURN RIGHT ON MEDICAL
 LO0979'SQUARE AND GO SOUTH FOR 0.05 MILE TO A CROSSROAD.  TURN LEFT
 LO0979'AND GO EAST ON MINERAL SQUARE DRIVE FOR 0.15 MILE TO A T-ROAD
 LO0979'AND AZIMUTH MARK.
 LO0979'
 LO0979'THE STATION MARK IS A STANDARD DISK STAMPED UTES 1962, BRAZED TO
 LO0979'THE TOP OF I-BEAM WHICH EXTENDS THROUGH THE BUILDING DOWN TO
 LO0979'BEDROCK AND PROJECTS 2 FEET ABOVE THE ROOF.  IT IS 28.5 FEET
 LO0979'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE PENTHOUSE.
 LO0979'
 LO0979'REFERENCE MARK 1 IS A CHISELED CROSS ON AN ALUMINUM UPRIGHT THAT
 LO0979'IS ON THE WEST SIDE OF THE PENTHOUSE.  THE CHISELED CROSS IS 1.7
 LO0979'FEET ABOVE THE ROOF.
 LO0979'
 LO0979'REFERENCE MARK 2 IS A CHISELED CROSS ON AN ALUMINUM UPRIGHT THAT
 LO0979'IS ON THE SOUTHWEST CORNER OF THE PENTHOUSE.  THE CHISELED CROSS
 LO0979'IS 2.2 FEET ABOVE THE ROOF.
 LO0979'
 LO0979'THE MARK USED AS AN AZIMUTH MARK IS A BRONZE DISK STAMPED FORT
 LO0979'DOUGLAS 6 USMR FEB 1940, SET IN THE TOP OF A CONICAL CONCRETE
 LO0979'MONUMENT THAT PROJECTS 14 INCHES ABOVE THE GROUND.  IT IS 58 FEET
 LO0979'NORTH OF A RED FIRE HYDRANT, 26 FEET EAST OF THE CENTER OF ROAD
 LO0979'AND 1 FOOT WEST OF A FENCE.
 LO0979'
 LO0979'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO0979'EAST PART OF SALT LAKE CITY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0558 ***********************************************************************
 LO0558  DESIGNATION -  V 1
 LO0558  PID         -  LO0558
 LO0558  STATE/COUNTY-  UT/SALT LAKE
 LO0558  COUNTRY     -  US
 LO0558  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0558
 LO0558                         *CURRENT SURVEY CONTROL
 LO0558  ______________________________________________________________________
 LO0558* NAD 83(1986) POSITION- 40 45 36.     (N) 111 53 16.     (W)   SCALED
 LO0558* NAVD 88 ORTHO HEIGHT -  1299.256 (meters)     4262.64  (feet) ADJUSTED
 LO0558  ______________________________________________________________________
 LO0558  GEOID HEIGHT    -        -16.813 (meters)                     GEOID18
 LO0558  DYNAMIC HEIGHT  -       1298.221 (meters)     4259.25  (feet) COMP
 LO0558  MODELED GRAVITY -    979,784.1   (mgal)                       NAVD 88
 LO0558
 LO0558  VERT ORDER      -  FIRST     CLASS II
 LO0558
 LO0558.The horizontal coordinates were scaled from a map and have
 LO0558.an estimated accuracy of +/- 6 seconds.
 LO0558
 LO0558.The orthometric height was determined by differential leveling and
 LO0558.adjusted by the NATIONAL GEODETIC SURVEY
 LO0558.in June 1991.
 LO0558
 LO0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0558.GEOID18 height accuracy estimate available here.
 LO0558
 LO0558.Click photographs - Photos may exist for this station.
 LO0558
 LO0558.The dynamic height is computed by dividing the NAVD 88
 LO0558.geopotential number by the normal gravity value computed on the
 LO0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0558.degrees latitude (g = 980.6199 gals.).
 LO0558
 LO0558.The modeled gravity was interpolated from observed gravity values.
 LO0558
 LO0558;                    North         East    Units  Estimated Accuracy
 LO0558;SPC UT C     - 2,269,490.      467,260.      MT  (+/- 180 meters Scaled)
 LO0558
 LO0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL250124(NAD 83)
 LO0558
 LO0558                          SUPERSEDED SURVEY CONTROL
 LO0558
 LO0558  NGVD 29 (??/??/92) 1298.318  (m)         4259.56   (f) ADJ UNCH    1 2
 LO0558
 LO0558.Superseded values are not recommended for survey control.
 LO0558
 LO0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0558.See file dsdata.pdf to determine how the superseded data were derived.
 LO0558
 LO0558_MARKER: DD = SURVEY DISK
 LO0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0558_STAMPING: ELEV. 4259.631 FT.
 LO0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0558+STABILITY: SURFACE MOTION
 LO0558
 LO0558  HISTORY     - Date     Condition        Report By
 LO0558  HISTORY     - 1906     MONUMENTED       USGS
 LO0558  HISTORY     - 1953     GOOD             CGS
 LO0558
 LO0558                          STATION DESCRIPTION
 LO0558
 LO0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LO0558'IN SALT LAKE CITY.
 LO0558'AT SALT LAKE CITY, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 LO0558'STATE AND FOURTH SOUTH STREETS, ABOUT 80 YARDS NOTHWEST OF THE
 LO0558'NORTHWEST CORNER OF THE CITY AND COUNTY BUILDING, 56.1 FEET EAST OF
 LO0558'THE EAST EDGE OF THE EAST SIDEWALK OF STATE STREET, 53.5 FEET SOUTH OF
 LO0558'THE SOUTH EDGE OF THE SOUTH SIDEWALK OF FOURTH SOUTH STREET, 30.5 FEET
 LO0558'SOUTHWEST OF THE SOUTHWEST CORNER OF A MONUMENT, 25.0 FEET NORTHWEST
 LO0558'OF THE NORTHWEST END OF THE NORTHWEST END OF AN IRON GUARDRAIL ON THE
 LO0558'SOUTHWEST SIDE OF A WALK LEADING TO THE CITY AND COUNTY BUILDING, 1.4
 LO0558'FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE WALK, AND SET IN THE TOP
 LO0558'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0356 ***********************************************************************
 MS0356  DESIGNATION -  V 10
 MS0356  PID         -  MS0356
 MS0356  STATE/COUNTY-  UT/BOX ELDER
 MS0356  COUNTRY     -  US
 MS0356  USGS QUAD   -  PIGEON MOUNTAIN (2017)
 MS0356
 MS0356                         *CURRENT SURVEY CONTROL
 MS0356  ______________________________________________________________________
 MS0356* NAD 83(1986) POSITION- 41 22 21.     (N) 113 51 11.     (W)   SCALED
 MS0356* NAVD 88 ORTHO HEIGHT -  1351.239 (meters)     4433.19  (feet) ADJUSTED
 MS0356  ______________________________________________________________________
 MS0356  GEOID HEIGHT    -        -16.753 (meters)                     GEOID18
 MS0356  DYNAMIC HEIGHT  -       1350.279 (meters)     4430.04  (feet) COMP
 MS0356  MODELED GRAVITY -    979,865.6   (mgal)                       NAVD 88
 MS0356
 MS0356  VERT ORDER      -  FIRST     CLASS II
 MS0356
 MS0356.The horizontal coordinates were scaled from a map and have
 MS0356.an estimated accuracy of +/- 6 seconds.
 MS0356
 MS0356.The orthometric height was determined by differential leveling and
 MS0356.adjusted by the NATIONAL GEODETIC SURVEY
 MS0356.in June 1991.
 MS0356
 MS0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0356.GEOID18 height accuracy estimate available here.
 MS0356
 MS0356.Click photographs - Photos may exist for this station.
 MS0356
 MS0356.The dynamic height is computed by dividing the NAVD 88
 MS0356.geopotential number by the normal gravity value computed on the
 MS0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0356.degrees latitude (g = 980.6199 gals.).
 MS0356
 MS0356.The modeled gravity was interpolated from observed gravity values.
 MS0356
 MS0356;                    North         East    Units  Estimated Accuracy
 MS0356;SPC UT N     - 1,118,070.      303,180.      MT  (+/- 180 meters Scaled)
 MS0356
 MS0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL613840(NAD 83)
 MS0356
 MS0356                          SUPERSEDED SURVEY CONTROL
 MS0356
 MS0356  NGVD 29 (??/??/92) 1350.216  (m)         4429.83   (f) ADJ UNCH    1 2
 MS0356
 MS0356.Superseded values are not recommended for survey control.
 MS0356
 MS0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0356.See file dsdata.pdf to determine how the superseded data were derived.
 MS0356
 MS0356_MARKER: P = PIPE CAP
 MS0356_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MS0356_STAMPING: V 10 ELEV. 4429.811 FT.
 MS0356_MARK LOGO: CGS
 MS0356_MAGNETIC: P = MARKER IS A STEEL PIPE
 MS0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0356
 MS0356  HISTORY     - Date     Condition        Report By
 MS0356  HISTORY     - 1911     MONUMENTED       CGS
 MS0356  HISTORY     - 1953     GOOD             CGS
 MS0356
 MS0356                          STATION DESCRIPTION
 MS0356
 MS0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0356'3.3 MI NE FROM LUCIN.
 MS0356'3.3 MILES NORTHEAST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0356'PACIFIC COMPANY RAILROAD FROM THE POST OFFICE AT LUCIN, 0.5 MILE (18
 MS0356'POLES) NORTHEAST OF MILEPOLE 682, 0.45 MILE NORTHEAST OF THE
 MS0356'INTERSECTION OF A GRAVELED ROAD LEADING TO LUCIN INTERMEDIATE FIELD,
 MS0356'95 1/2 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM TELEPHONE POLE 33B,
 MS0356'47 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.0 FOOT NORTHWEST
 MS0356'OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE ROAD AND SCREWED ON
 MS0356'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0132 ***********************************************************************
 LO0132  DESIGNATION -  V 100
 LO0132  PID         -  LO0132
 LO0132  STATE/COUNTY-  UT/DUCHESNE
 LO0132  COUNTRY     -  US
 LO0132  USGS QUAD   -  WOLF CREEK (2017)
 LO0132
 LO0132                         *CURRENT SURVEY CONTROL
 LO0132  ______________________________________________________________________
 LO0132* NAD 83(1986) POSITION- 40 27 23.     (N) 110 53 24.     (W)   SCALED
 LO0132* NAVD 88 ORTHO HEIGHT -  2232.097 (meters)     7323.14  (feet) ADJUSTED
 LO0132  ______________________________________________________________________
 LO0132  GEOID HEIGHT    -        -14.364 (meters)                     GEOID18
 LO0132  DYNAMIC HEIGHT  -       2229.835 (meters)     7315.72  (feet) COMP
 LO0132  MODELED GRAVITY -    979,531.4   (mgal)                       NAVD 88
 LO0132
 LO0132  VERT ORDER      -  SECOND    CLASS 0
 LO0132
 LO0132.The horizontal coordinates were scaled from a map and have
 LO0132.an estimated accuracy of +/- 6 seconds.
 LO0132
 LO0132.The orthometric height was determined by differential leveling and
 LO0132.adjusted by the NATIONAL GEODETIC SURVEY
 LO0132.in June 1991.
 LO0132
 LO0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0132.GEOID18 height accuracy estimate available here.
 LO0132
 LO0132.Click photographs - Photos may exist for this station.
 LO0132
 LO0132.The dynamic height is computed by dividing the NAVD 88
 LO0132.geopotential number by the normal gravity value computed on the
 LO0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0132.degrees latitude (g = 980.6199 gals.).
 LO0132
 LO0132.The modeled gravity was interpolated from observed gravity values.
 LO0132
 LO0132;                    North         East    Units  Estimated Accuracy
 LO0132;SPC UT C     - 2,235,880.      551,740.      MT  (+/- 180 meters Scaled)
 LO0132
 LO0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK093784(NAD 83)
 LO0132
 LO0132                          SUPERSEDED SURVEY CONTROL
 LO0132
 LO0132  NGVD 29 (??/??/92) 2230.706  (m)         7318.57   (f) ADJ UNCH    2 0
 LO0132
 LO0132.Superseded values are not recommended for survey control.
 LO0132
 LO0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0132.See file dsdata.pdf to determine how the superseded data were derived.
 LO0132
 LO0132_MARKER: DB = BENCH MARK DISK
 LO0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0132_SP_SET: FOUNDATION
 LO0132_STAMPING: V 100 1962
 LO0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0132
 LO0132  HISTORY     - Date     Condition        Report By
 LO0132  HISTORY     - 1962     MONUMENTED       CGS
 LO0132
 LO0132                          STATION DESCRIPTION
 LO0132
 LO0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0132'14.95 MI NW FROM TABIONA.
 LO0132'14.95 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0132'TABIONA, AT THE JUNCTION OF A TRACK ROAD INTO UINTA NATIONAL FOREST,
 LO0132'IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A
 LO0132'CATTLEGUARD, 67 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 10
 LO0132'FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 2 1/2 FEET LOWER THAN
 LO0132'THE HIGHWAY AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0116 ***********************************************************************
 LO0116  DESIGNATION -  V 101
 LO0116  PID         -  LO0116
 LO0116  STATE/COUNTY-  UT/DUCHESNE
 LO0116  COUNTRY     -  US
 LO0116  USGS QUAD   -  TABIONA (2017)
 LO0116
 LO0116                         *CURRENT SURVEY CONTROL
 LO0116  ______________________________________________________________________
 LO0116* NAD 83(1986) POSITION- 40 22 17.     (N) 110 42 48.     (W)   SCALED
 LO0116* NAVD 88 ORTHO HEIGHT -  2027.371 (meters)     6651.47  (feet) ADJUSTED
 LO0116  ______________________________________________________________________
 LO0116  GEOID HEIGHT    -        -15.351 (meters)                     GEOID18
 LO0116  DYNAMIC HEIGHT  -       2025.318 (meters)     6644.73  (feet) COMP
 LO0116  MODELED GRAVITY -    979,540.8   (mgal)                       NAVD 88
 LO0116
 LO0116  VERT ORDER      -  SECOND    CLASS 0
 LO0116
 LO0116.The horizontal coordinates were scaled from a map and have
 LO0116.an estimated accuracy of +/- 6 seconds.
 LO0116
 LO0116.The orthometric height was determined by differential leveling and
 LO0116.adjusted by the NATIONAL GEODETIC SURVEY
 LO0116.in June 1991.
 LO0116
 LO0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0116.GEOID18 height accuracy estimate available here.
 LO0116
 LO0116.Click photographs - Photos may exist for this station.
 LO0116
 LO0116.The dynamic height is computed by dividing the NAVD 88
 LO0116.geopotential number by the normal gravity value computed on the
 LO0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0116.degrees latitude (g = 980.6199 gals.).
 LO0116
 LO0116.The modeled gravity was interpolated from observed gravity values.
 LO0116
 LO0116;                    North         East    Units  Estimated Accuracy
 LO0116;SPC UT C     - 2,226,560.      566,810.      MT  (+/- 180 meters Scaled)
 LO0116
 LO0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK243690(NAD 83)
 LO0116
 LO0116                          SUPERSEDED SURVEY CONTROL
 LO0116
 LO0116  NGVD 29 (??/??/92) 2025.988  (m)         6646.93   (f) ADJ UNCH    2 0
 LO0116
 LO0116.Superseded values are not recommended for survey control.
 LO0116
 LO0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0116.See file dsdata.pdf to determine how the superseded data were derived.
 LO0116
 LO0116_MARKER: DB = BENCH MARK DISK
 LO0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0116_STAMPING: V 101 1962
 LO0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0116+STABILITY: SURFACE MOTION
 LO0116
 LO0116  HISTORY     - Date     Condition        Report By
 LO0116  HISTORY     - 1962     MONUMENTED       CGS
 LO0116
 LO0116                          STATION DESCRIPTION
 LO0116
 LO0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0116'1.2 MI N FROM TABIONA.
 LO0116'1.2 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0116'TABIONA,  AT THE JUNCTION OF A TRACK ROAD EAST, AT THE SOUTHWEST
 LO0116'CORNER OF A CEMETARY, 32 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LO0116'19 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 53 FEET SOUTH AND ACROSS
 LO0116'THE ROAD FROM A TELEPHONE POLE, 1.7 FEET WEST OF A FENCE, 1.7 FEET
 LO0116'NORTH OF A WITNESS POST, ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY, AND
 LO0116'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 LO0116'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0243 ***********************************************************************
 LN0243  DESIGNATION -  V 102
 LN0243  PID         -  LN0243
 LN0243  STATE/COUNTY-  UT/DAGGETT
 LN0243  COUNTRY     -  US
 LN0243  USGS QUAD   -  CLAY BASIN (2017)
 LN0243
 LN0243                         *CURRENT SURVEY CONTROL
 LN0243  ______________________________________________________________________
 LN0243* NAD 83(1986) POSITION- 40 58 57.9    (N) 109 14 11.1    (W)   HD_HELD2
 LN0243* NAVD 88 ORTHO HEIGHT -  1920.996 (meters)     6302.47  (feet) ADJUSTED
 LN0243  ______________________________________________________________________
 LN0243  GEOID HEIGHT    -        -14.134 (meters)                     GEOID18
 LN0243  DYNAMIC HEIGHT  -       1919.304 (meters)     6296.92  (feet) COMP
 LN0243  MODELED GRAVITY -    979,674.6   (mgal)                       NAVD 88
 LN0243
 LN0243  VERT ORDER      -  SECOND    CLASS 0
 LN0243
 LN0243.The horizontal coordinates were established by autonomous hand held GPS
 LN0243.observations and have an estimated accuracy of +/- 10 meters.
 LN0243
 LN0243.The orthometric height was determined by differential leveling and
 LN0243.adjusted by the NATIONAL GEODETIC SURVEY
 LN0243.in June 1991.
 LN0243
 LN0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0243.GEOID18 height accuracy estimate available here.
 LN0243
 LN0243.Click photographs - Photos may exist for this station.
 LN0243
 LN0243.The dynamic height is computed by dividing the NAVD 88
 LN0243.geopotential number by the normal gravity value computed on the
 LN0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0243.degrees latitude (g = 980.6199 gals.).
 LN0243
 LN0243.The modeled gravity was interpolated from observed gravity values.
 LN0243
 LN0243;                    North         East    Units  Estimated Accuracy
 LN0243;SPC UT N     - 1,074,598.      690,469.      MT  (+/- 10 meters HH2 GPS)
 LN0243
 LN0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL4836238339(NAD 83)
 LN0243
 LN0243                          SUPERSEDED SURVEY CONTROL
 LN0243
 LN0243  NGVD 29 (??/??/92) 1919.751  (m)         6298.38   (f) ADJ UNCH    2 0
 LN0243
 LN0243.Superseded values are not recommended for survey control.
 LN0243
 LN0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0243.See file dsdata.pdf to determine how the superseded data were derived.
 LN0243
 LN0243_MARKER: DB = BENCH MARK DISK
 LN0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0243_STAMPING: V 102 1962
 LN0243_MARK LOGO: CGS
 LN0243_PROJECTION: PROJECTING 5 CENTIMETERS
 LN0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0243+STABILITY: SURFACE MOTION
 LN0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0243+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2020
 LN0243
 LN0243  HISTORY     - Date     Condition        Report By
 LN0243  HISTORY     - 1962     MONUMENTED       CGS
 LN0243  HISTORY     - 20201227 GOOD             IGA
 LN0243
 LN0243                          STATION DESCRIPTION
 LN0243
 LN0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0243'25.0 MI E FROM LINWOOD.
 LN0243'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0243'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 20.0 MILES
 LN0243'EAST ALONG CLAY BASIN ROAD, 0.15 MILE EAST OF A WATER WELL AND A
 LN0243'CORRAL, 70 FEET NORTH OF THE CENTER LINE OF THE ROAD, 66 FEET
 LN0243'NORTHEAST OF THE CENTER OF THE NORTH END OF A 12-INCH PIPE CULVERT, 60
 LN0243'FEET NORTHWEST OF THE CENTER OF A JUNCTION OF A TRACK ROAD NORTHWEST
 LN0243'TO A GAS WELL, 35 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK ROAD,
 LN0243'2.2 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 LN0243'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LN0243
 LN0243                          STATION RECOVERY (2020)
 LN0243
 LN0243'RECOVERY NOTE BY IGAGE 2020 (MS)
 LN0243'1670 FT (509.0 M) WEST OF WEST END OF RED CREEK BRIDGE, 74 FT (22.6 M)
 LN0243'NORTH OF THE CENTERLINE OF NEW PAVED BROWNS PARK ROAD, 98 FT (29.9 M)
 LN0243'EAST OF THE CENTERLINE OF WELL ROAD GOING NORTH FROM PAVED BROWNS PARK
 LN0243'ROAD, 27 FT (8.2 M) SOUTH OF THE CENTERLINE OF SMALL TWO TRACK WELL
 LN0243'ROAD GOING EAST.  2.2 FT (0.7 M) SOUTH OF A WITNESS POST WITH SIGN.
 LN0243'TOP OF CONCRETE POST PROJECTING FROM GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0052 ***********************************************************************
 LO0052  DESIGNATION -  V 103
 LO0052  PID         -  LO0052
 LO0052  STATE/COUNTY-  UT/DUCHESNE
 LO0052  COUNTRY     -  US
 LO0052  USGS QUAD   -  DUCHESNE (2017)
 LO0052
 LO0052                         *CURRENT SURVEY CONTROL
 LO0052  ______________________________________________________________________
 LO0052* NAD 83(1986) POSITION- 40 14 52.0    (N) 110 23 14.3    (W)   HD_HELD2
 LO0052* NAVD 88 ORTHO HEIGHT -  1828.479 (meters)     5998.93  (feet) ADJUSTED
 LO0052  ______________________________________________________________________
 LO0052  GEOID HEIGHT    -        -16.927 (meters)                     GEOID18
 LO0052  DYNAMIC HEIGHT  -       1826.687 (meters)     5993.06  (feet) COMP
 LO0052  MODELED GRAVITY -    979,581.4   (mgal)                       NAVD 88
 LO0052
 LO0052  VERT ORDER      -  SECOND    CLASS 0
 LO0052
 LO0052.The horizontal coordinates were established by autonomous hand held GPS
 LO0052.observations and have an estimated accuracy of +/- 10 meters.
 LO0052
 LO0052.The orthometric height was determined by differential leveling and
 LO0052.adjusted by the NATIONAL GEODETIC SURVEY
 LO0052.in June 1991.
 LO0052
 LO0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0052.GEOID18 height accuracy estimate available here.
 LO0052
 LO0052.Click photographs - Photos may exist for this station.
 LO0052
 LO0052.The dynamic height is computed by dividing the NAVD 88
 LO0052.geopotential number by the normal gravity value computed on the
 LO0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0052.degrees latitude (g = 980.6199 gals.).
 LO0052
 LO0052.The modeled gravity was interpolated from observed gravity values.
 LO0052
 LO0052;                    North         East    Units  Estimated Accuracy
 LO0052;SPC UT C     - 2,213,130.      594,663.      MT  (+/- 10 meters HH2 GPS)
 LO0052
 LO0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK5211055438(NAD 83)
 LO0052
 LO0052                          SUPERSEDED SURVEY CONTROL
 LO0052
 LO0052  NGVD 29 (??/??/92) 1827.160  (m)         5994.61   (f) ADJ UNCH    2 0
 LO0052
 LO0052.Superseded values are not recommended for survey control.
 LO0052
 LO0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0052.See file dsdata.pdf to determine how the superseded data were derived.
 LO0052
 LO0052_MARKER: DB = BENCH MARK DISK
 LO0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0052_STAMPING: V 103 1962
 LO0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0052+STABILITY: SURFACE MOTION
 LO0052
 LO0052  HISTORY     - Date     Condition        Report By
 LO0052  HISTORY     - 1962     MONUMENTED       CGS
 LO0052
 LO0052                          STATION DESCRIPTION
 LO0052
 LO0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0052'6.15 MI N FROM DUCHESNE.
 LO0052'6.15 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0052'HIGHWAY 40 AT DUCHESNE, 110 FEET SOUTHWEST OF THE CENTER OF THE
 LO0052'JUNCTION OF STATE HIGHWAY 134, 58 FEET SOUTH OF THE CENTER LINE OF
 LO0052'HIGHWAY 35 LEADING WEST, 96 FEET WEST OF THE CENTER LINE OF HIGHWAY 35
 LO0052'LEADING SOUTH, 10 FEET SOUTHEAST OF A RIGHT-OF-WAY MARKER, 2.2 FEET
 LO0052'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 LO0052'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0144 ***********************************************************************
 LO0144  DESIGNATION -  V 104
 LO0144  PID         -  LO0144
 LO0144  STATE/COUNTY-  UT/DUCHESNE
 LO0144  COUNTRY     -  US
 LO0144  USGS QUAD   -  STRAWBERRY PINNACLES (2017)
 LO0144
 LO0144                         *CURRENT SURVEY CONTROL
 LO0144  ______________________________________________________________________
 LO0144* NAD 83(1986) POSITION- 40 13 47.     (N) 110 43 11.     (W)   SCALED
 LO0144* NAVD 88 ORTHO HEIGHT -  2013.275 (meters)     6605.22  (feet) ADJUSTED
 LO0144  ______________________________________________________________________
 LO0144  GEOID HEIGHT    -        -16.224 (meters)                     GEOID18
 LO0144  DYNAMIC HEIGHT  -       2011.216 (meters)     6598.46  (feet) COMP
 LO0144  MODELED GRAVITY -    979,531.6   (mgal)                       NAVD 88
 LO0144
 LO0144  VERT ORDER      -  SECOND    CLASS 0
 LO0144
 LO0144.The horizontal coordinates were scaled from a map and have
 LO0144.an estimated accuracy of +/- 6 seconds.
 LO0144
 LO0144.The orthometric height was determined by differential leveling and
 LO0144.adjusted by the NATIONAL GEODETIC SURVEY
 LO0144.in June 1991.
 LO0144
 LO0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0144.GEOID18 height accuracy estimate available here.
 LO0144
 LO0144.Click photographs - Photos may exist for this station.
 LO0144
 LO0144.The dynamic height is computed by dividing the NAVD 88
 LO0144.geopotential number by the normal gravity value computed on the
 LO0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0144.degrees latitude (g = 980.6199 gals.).
 LO0144
 LO0144.The modeled gravity was interpolated from observed gravity values.
 LO0144
 LO0144;                    North         East    Units  Estimated Accuracy
 LO0144;SPC UT C     - 2,210,830.      566,400.      MT  (+/- 180 meters Scaled)
 LO0144
 LO0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK238532(NAD 83)
 LO0144
 LO0144                          SUPERSEDED SURVEY CONTROL
 LO0144
 LO0144  NGVD 29 (??/??/92) 2011.900  (m)         6600.71   (f) ADJ UNCH    2 0
 LO0144
 LO0144.Superseded values are not recommended for survey control.
 LO0144
 LO0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0144.See file dsdata.pdf to determine how the superseded data were derived.
 LO0144
 LO0144_MARKER: DB = BENCH MARK DISK
 LO0144_SETTING: 66 = SET IN ROCK OUTCROP
 LO0144_STAMPING: V 104 1962
 LO0144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0144+STABILITY: POSITION/ELEVATION WELL
 LO0144
 LO0144  HISTORY     - Date     Condition        Report By
 LO0144  HISTORY     - 1962     MONUMENTED       CGS
 LO0144
 LO0144                          STATION DESCRIPTION
 LO0144
 LO0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0144'8.15 MI NE FROM FRUITLAND.
 LO0144'6.45 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LO0144'FRUITLAND, THENCE 1.7 MILES NORTH ALONG STATE HIGHWAY 208, 105 FEET
 LO0144'EAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A MASSIVE
 LO0144'SANDSTONE OUTCROP, 15.7 FEET EAST OF A WITNESS POST, HIGHER THAN THE
 LO0144'GROUND, AND 5 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0274 ***********************************************************************
 LO0274  DESIGNATION -  V 105
 LO0274  PID         -  LO0274
 LO0274  STATE/COUNTY-  UT/SUMMIT
 LO0274  COUNTRY     -  US
 LO0274  USGS QUAD   -  WOODLAND (2017)
 LO0274
 LO0274                         *CURRENT SURVEY CONTROL
 LO0274  ______________________________________________________________________
 LO0274* NAD 83(1986) POSITION- 40 33 29.     (N) 111 08 15.     (W)   SCALED
 LO0274* NAVD 88 ORTHO HEIGHT -  2174.737 (meters)     7134.95  (feet) ADJUSTED
 LO0274  ______________________________________________________________________
 LO0274  GEOID HEIGHT    -        -14.387 (meters)                     GEOID18
 LO0274  DYNAMIC HEIGHT  -       2172.570 (meters)     7127.84  (feet) COMP
 LO0274  MODELED GRAVITY -    979,550.6   (mgal)                       NAVD 88
 LO0274
 LO0274  VERT ORDER      -  SECOND    CLASS 0
 LO0274
 LO0274.The horizontal coordinates were scaled from a map and have
 LO0274.an estimated accuracy of +/- 6 seconds.
 LO0274
 LO0274.The orthometric height was determined by differential leveling and
 LO0274.adjusted by the NATIONAL GEODETIC SURVEY
 LO0274.in June 1991.
 LO0274
 LO0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0274.GEOID18 height accuracy estimate available here.
 LO0274
 LO0274.Click photographs - Photos may exist for this station.
 LO0274
 LO0274.The dynamic height is computed by dividing the NAVD 88
 LO0274.geopotential number by the normal gravity value computed on the
 LO0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0274.degrees latitude (g = 980.6199 gals.).
 LO0274
 LO0274.The modeled gravity was interpolated from observed gravity values.
 LO0274
 LO0274;                    North         East    Units  Estimated Accuracy
 LO0274;SPC UT N     - 1,025,020.      530,700.      MT  (+/- 180 meters Scaled)
 LO0274
 LO0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK883897(NAD 83)
 LO0274
 LO0274                          SUPERSEDED SURVEY CONTROL
 LO0274
 LO0274  NGVD 29 (??/??/92) 2173.366  (m)         7130.45   (f) ADJ UNCH    2 0
 LO0274
 LO0274.Superseded values are not recommended for survey control.
 LO0274
 LO0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0274.See file dsdata.pdf to determine how the superseded data were derived.
 LO0274
 LO0274_MARKER: DB = BENCH MARK DISK
 LO0274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0274_SP_SET: ABUTMENT
 LO0274_STAMPING: V 105 1962
 LO0274_MARK LOGO: CGS
 LO0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0274
 LO0274  HISTORY     - Date     Condition        Report By
 LO0274  HISTORY     - 1962     MONUMENTED       CGS
 LO0274
 LO0274                          STATION DESCRIPTION
 LO0274
 LO0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0274'9.75 MI SE FROM FRANCIS.
 LO0274'9.75 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0274'HIGHWAY 189 AT FRANCIS, AT WASATCH-SUMMIT COUNTY LINE, IN THE TOP OF
 LO0274'THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF WOODEN RAIL
 LO0274'BRIDGE 28.0 OVER PROVO RIVER, 13 FEET NORTHEAST OF THE CENTER LINE OF
 LO0274'THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0241 ***********************************************************************
 LO0241  DESIGNATION -  V 106
 LO0241  PID         -  LO0241
 LO0241  STATE/COUNTY-  UT/SUMMIT
 LO0241  COUNTRY     -  US
 LO0241  USGS QUAD   -  WANSHIP (2017)
 LO0241
 LO0241                         *CURRENT SURVEY CONTROL
 LO0241  ______________________________________________________________________
 LO0241* NAD 83(1986) POSITION- 40 47 51.     (N) 111 26 49.     (W)   SCALED
 LO0241* NAVD 88 ORTHO HEIGHT -  1849.387 (meters)     6067.53  (feet) ADJUSTED
 LO0241  ______________________________________________________________________
 LO0241  GEOID HEIGHT    -        -15.751 (meters)                     GEOID18
 LO0241  DYNAMIC HEIGHT  -       1847.684 (meters)     6061.94  (feet) COMP
 LO0241  MODELED GRAVITY -    979,638.4   (mgal)                       NAVD 88
 LO0241
 LO0241  VERT ORDER      -  SECOND    CLASS 0
 LO0241
 LO0241.The horizontal coordinates were scaled from a map and have
 LO0241.an estimated accuracy of +/- 6 seconds.
 LO0241
 LO0241.The orthometric height was determined by differential leveling and
 LO0241.adjusted by the NATIONAL GEODETIC SURVEY
 LO0241.in June 1991.
 LO0241
 LO0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0241.GEOID18 height accuracy estimate available here.
 LO0241
 LO0241.Click photographs - Photos may exist for this station.
 LO0241
 LO0241.The dynamic height is computed by dividing the NAVD 88
 LO0241.geopotential number by the normal gravity value computed on the
 LO0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0241.degrees latitude (g = 980.6199 gals.).
 LO0241
 LO0241.The modeled gravity was interpolated from observed gravity values.
 LO0241
 LO0241;                    North         East    Units  Estimated Accuracy
 LO0241;SPC UT N     - 1,051,550.      504,480.      MT  (+/- 180 meters Scaled)
 LO0241
 LO0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL622163(NAD 83)
 LO0241
 LO0241                          SUPERSEDED SURVEY CONTROL
 LO0241
 LO0241  NGVD 29 (??/??/92) 1848.090  (m)         6063.28   (f) ADJ UNCH    2 0
 LO0241
 LO0241.Superseded values are not recommended for survey control.
 LO0241
 LO0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0241.See file dsdata.pdf to determine how the superseded data were derived.
 LO0241
 LO0241_MARKER: DB = BENCH MARK DISK
 LO0241_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0241_SP_SET: CULVERT HEADWALL
 LO0241_STAMPING: V 106 1962
 LO0241_MARK LOGO: CGS
 LO0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0241+STABILITY: SURFACE MOTION
 LO0241
 LO0241  HISTORY     - Date     Condition        Report By
 LO0241  HISTORY     - 1962     MONUMENTED       CGS
 LO0241
 LO0241                          STATION DESCRIPTION
 LO0241
 LO0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0241'2.35 MI SW FROM WANSHIP.
 LO0241'2.35 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE LATTER
 LO0241'DAY SAINTS CHURCH AT WANSHIP, 0.3 MILE NORTHEAST OF MILEPOST 16, IN
 LO0241'THE TOP OF THE CENTER OF THE EAST-SOUTHEAST CONCRETE HEAD WALL OF TWIN
 LO0241'9-FOOT PIPE CULVERTS, 12.3 FEET EAST-SOUTHEAST OF THE NEAR RAIL, AND
 LO0241'ABOUT 2 FEET LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0232 ***********************************************************************
 LO0232  DESIGNATION -  V 107
 LO0232  PID         -  LO0232
 LO0232  STATE/COUNTY-  UT/WASATCH
 LO0232  COUNTRY     -  US
 LO0232  USGS QUAD   -  PARK CITY EAST (2017)
 LO0232
 LO0232                         *CURRENT SURVEY CONTROL
 LO0232  ______________________________________________________________________
 LO0232* NAD 83(1986) POSITION- 40 37 37.     (N) 111 24 48.     (W)   SCALED
 LO0232* NAVD 88 ORTHO HEIGHT -  1834.420 (meters)     6018.43  (feet) ADJUSTED
 LO0232  ______________________________________________________________________
 LO0232  GEOID HEIGHT    -        -15.524 (meters)                     GEOID18
 LO0232  DYNAMIC HEIGHT  -       1832.726 (meters)     6012.87  (feet) COMP
 LO0232  MODELED GRAVITY -    979,636.4   (mgal)                       NAVD 88
 LO0232
 LO0232  VERT ORDER      -  SECOND    CLASS 0
 LO0232
 LO0232.The horizontal coordinates were scaled from a map and have
 LO0232.an estimated accuracy of +/- 6 seconds.
 LO0232
 LO0232.The orthometric height was determined by differential leveling and
 LO0232.adjusted by the NATIONAL GEODETIC SURVEY
 LO0232.in June 1991.
 LO0232
 LO0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0232.GEOID18 height accuracy estimate available here.
 LO0232
 LO0232.Click photographs - Photos may exist for this station.
 LO0232
 LO0232.The dynamic height is computed by dividing the NAVD 88
 LO0232.geopotential number by the normal gravity value computed on the
 LO0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0232.degrees latitude (g = 980.6199 gals.).
 LO0232
 LO0232.The modeled gravity was interpolated from observed gravity values.
 LO0232
 LO0232;                    North         East    Units  Estimated Accuracy
 LO0232;SPC UT C     - 2,254,650.      507,330.      MT  (+/- 180 meters Scaled)
 LO0232
 LO0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK650974(NAD 83)
 LO0232
 LO0232                          SUPERSEDED SURVEY CONTROL
 LO0232
 LO0232  NGVD 29 (??/??/92) 1833.174  (m)         6014.34   (f) ADJ UNCH    2 0
 LO0232
 LO0232.Superseded values are not recommended for survey control.
 LO0232
 LO0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0232.See file dsdata.pdf to determine how the superseded data were derived.
 LO0232
 LO0232_MARKER: DB = BENCH MARK DISK
 LO0232_SETTING: 66 = SET IN ROCK OUTCROP
 LO0232_STAMPING: V 107 1962
 LO0232_MARK LOGO: CGS
 LO0232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0232+STABILITY: POSITION/ELEVATION WELL
 LO0232
 LO0232  HISTORY     - Date     Condition        Report By
 LO0232  HISTORY     - 1962     MONUMENTED       CGS
 LO0232  HISTORY     - 20141026 MARK NOT FOUND   GEOCAC
 LO0232
 LO0232                          STATION DESCRIPTION
 LO0232
 LO0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0232'9.15 MI N FROM HEBER.
 LO0232'9.15 MILES NORTH ALONG U.S. HIGHWAY 189 FROM THE POST OFFICE AT HEBER,
 LO0232'SET VERTICALLY IN THE WEST FACE OF A LARGE OUT CROP, 34 FEET EAST OF
 LO0232'THE CENTER LINE OF THE HIGHWAY, ABOUT 2 1/2 FEET HIGHER THEN THE
 LO0232'HIGHWAY, AND 0.9 FOOT ABOVE THE GROUND.
 LO0232
 LO0232                          STATION RECOVERY (2014)
 LO0232
 LO0232'RECOVERY NOTE BY GEOCACHING 2014 (BRB)
 LO0232'MARK NOT FOUND.
 LO0232'THE MARK IS NOW SUBMERGED BENEATH THE WATERS OF JORDANELLE RESERVOIR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0080 ***********************************************************************
 JN0080  DESIGNATION -  V 11
 JN0080  PID         -  JN0080
 JN0080  STATE/COUNTY-  UT/EMERY
 JN0080  COUNTRY     -  US
 JN0080  USGS QUAD   -  LITTLE WILD HORSE MESA (2017)
 JN0080
 JN0080                         *CURRENT SURVEY CONTROL
 JN0080  ______________________________________________________________________
 JN0080* NAD 83(1986) POSITION- 38 32 28.     (N) 110 46 08.     (W)   SCALED
 JN0080* NAVD 88 ORTHO HEIGHT -  1420.094 (meters)     4659.09  (feet) ADJUSTED
 JN0080  ______________________________________________________________________
 JN0080  GEOID HEIGHT    -        -19.626 (meters)                     GEOID18
 JN0080  DYNAMIC HEIGHT  -       1418.659 (meters)     4654.38  (feet) COMP
 JN0080  MODELED GRAVITY -    979,569.2   (mgal)                       NAVD 88
 JN0080
 JN0080  VERT ORDER      -  FIRST     CLASS II
 JN0080
 JN0080.The horizontal coordinates were scaled from a map and have
 JN0080.an estimated accuracy of +/- 6 seconds.
 JN0080
 JN0080.The orthometric height was determined by differential leveling and
 JN0080.adjusted by the NATIONAL GEODETIC SURVEY
 JN0080.in June 1991.
 JN0080
 JN0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0080.GEOID18 height accuracy estimate available here.
 JN0080
 JN0080.Click photographs - Photos may exist for this station.
 JN0080
 JN0080.The dynamic height is computed by dividing the NAVD 88
 JN0080.geopotential number by the normal gravity value computed on the
 JN0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0080.degrees latitude (g = 980.6199 gals.).
 JN0080
 JN0080.The modeled gravity was interpolated from observed gravity values.
 JN0080
 JN0080;                    North         East    Units  Estimated Accuracy
 JN0080;SPC UT C     - 2,023,330.      563,750.      MT  (+/- 180 meters Scaled)
 JN0080
 JN0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH201658(NAD 83)
 JN0080
 JN0080                          SUPERSEDED SURVEY CONTROL
 JN0080
 JN0080  NGVD 29 (??/??/92) 1419.050  (m)         4655.67   (f) ADJ UNCH    1 2
 JN0080
 JN0080.Superseded values are not recommended for survey control.
 JN0080
 JN0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0080.See file dsdata.pdf to determine how the superseded data were derived.
 JN0080
 JN0080_MARKER: DB = BENCH MARK DISK
 JN0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0080_STAMPING: V 11 1921
 JN0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0080+STABILITY: SURFACE MOTION
 JN0080
 JN0080  HISTORY     - Date     Condition        Report By
 JN0080  HISTORY     - 1921     MONUMENTED       CGS
 JN0080  HISTORY     - 1960     MARK NOT FOUND   CGS
 JN0080
 JN0080                          STATION DESCRIPTION
 JN0080
 JN0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JN0080'49.25 MI SW FROM GREEN RIVER.
 JN0080'49-1/4 MILES SOUTHWEST OF GREEN RIVER, EMERY COUNTY, ON THE NEW
 JN0080'CAINEVILLE ROAD, 300 FEET WEST OF THE POINT WHERE THE ROAD CROSSES
 JN0080'WILD HORSE CREEK, 25 FEET WEST OF THE ROAD, AND NEAR A PILE OF ROCKS.
 JN0080'A STANDARD DISK, STAMPED V 11 1921 AND SET IN THE TOP OF A CONCRETE
 JN0080'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0084 ***********************************************************************
 JN0084  DESIGNATION -  V 111
 JN0084  PID         -  JN0084
 JN0084  STATE/COUNTY-  UT/WAYNE
 JN0084  COUNTRY     -  US
 JN0084  USGS QUAD   -  SKYLINE RIM (2017)
 JN0084
 JN0084                         *CURRENT SURVEY CONTROL
 JN0084  ______________________________________________________________________
 JN0084* NAD 83(1986) POSITION- 38 27 27.     (N) 110 48 13.     (W)   SCALED
 JN0084* NAVD 88 ORTHO HEIGHT -  1350.862 (meters)     4431.95  (feet) ADJUSTED
 JN0084  ______________________________________________________________________
 JN0084  GEOID HEIGHT    -        -19.953 (meters)                     GEOID18
 JN0084  DYNAMIC HEIGHT  -       1349.493 (meters)     4427.46  (feet) COMP
 JN0084  MODELED GRAVITY -    979,568.9   (mgal)                       NAVD 88
 JN0084
 JN0084  VERT ORDER      -  FIRST     CLASS II
 JN0084
 JN0084.The horizontal coordinates were scaled from a map and have
 JN0084.an estimated accuracy of +/- 6 seconds.
 JN0084
 JN0084.The orthometric height was determined by differential leveling and
 JN0084.adjusted by the NATIONAL GEODETIC SURVEY
 JN0084.in June 1991.
 JN0084
 JN0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0084.GEOID18 height accuracy estimate available here.
 JN0084
 JN0084.Click photographs - Photos may exist for this station.
 JN0084
 JN0084.The dynamic height is computed by dividing the NAVD 88
 JN0084.geopotential number by the normal gravity value computed on the
 JN0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0084.degrees latitude (g = 980.6199 gals.).
 JN0084
 JN0084.The modeled gravity was interpolated from observed gravity values.
 JN0084
 JN0084;                    North         East    Units  Estimated Accuracy
 JN0084;SPC UT S     - 3,198,990.      560,780.      MT  (+/- 180 meters Scaled)
 JN0084
 JN0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH171565(NAD 83)
 JN0084
 JN0084                          SUPERSEDED SURVEY CONTROL
 JN0084
 JN0084  NGVD 29 (??/??/92) 1349.812  (m)         4428.51   (f) ADJ UNCH    1 2
 JN0084
 JN0084.Superseded values are not recommended for survey control.
 JN0084
 JN0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0084.See file dsdata.pdf to determine how the superseded data were derived.
 JN0084
 JN0084_MARKER: DB = BENCH MARK DISK
 JN0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0084_STAMPING: V 111 1958
 JN0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0084+STABILITY: SURFACE MOTION
 JN0084
 JN0084  HISTORY     - Date     Condition        Report By
 JN0084  HISTORY     - 1958     MONUMENTED       CGS
 JN0084
 JN0084                          STATION DESCRIPTION
 JN0084
 JN0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0084'15.5 MI NW FROM HANKSVILLE.
 JN0084'8.2 MILES WEST ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0084'HANKSVILLE, THENCE 7.3 MILES NORTH ALONG A DIRT ROAD, 1.2 MILES
 JN0084'SOUTHWEST OF THE CROSSING OF MUDDY CREEK, 43 FEET NORTHWEST OF THE
 JN0084'CENTER LINE OF THE ROAD, 90 FEET NORTH OF THE CENTER OF THE CROSSING
 JN0084'OF A 4-FOOT DEEP EAST-WEST WASH, 14 FEET SOUTHEAST OF THE BASE OF A
 JN0084'NORTHEAST-SOUTHWEST RIDGE, 3.1 FEET SOUTHWEST OF A WITNESS POST, 1 1/2
 JN0084'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JN0084'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0112 ***********************************************************************
 JN0112  DESIGNATION -  V 112
 JN0112  PID         -  JN0112
 JN0112  STATE/COUNTY-  UT/WAYNE
 JN0112  COUNTRY     -  US
 JN0112  USGS QUAD   -  THE NOTCH (2017)
 JN0112
 JN0112                         *CURRENT SURVEY CONTROL
 JN0112  ______________________________________________________________________
 JN0112* NAD 83(1986) POSITION- 38 25 04.     (N) 110 42 51.     (W)   SCALED
 JN0112* NAVD 88 ORTHO HEIGHT -  1357.014 (meters)     4452.14  (feet) ADJUSTED
 JN0112  ______________________________________________________________________
 JN0112  GEOID HEIGHT    -        -20.169 (meters)                     GEOID18
 JN0112  DYNAMIC HEIGHT  -       1355.645 (meters)     4447.65  (feet) COMP
 JN0112  MODELED GRAVITY -    979,573.1   (mgal)                       NAVD 88
 JN0112
 JN0112  VERT ORDER      -  FIRST     CLASS II
 JN0112
 JN0112.The horizontal coordinates were scaled from a map and have
 JN0112.an estimated accuracy of +/- 6 seconds.
 JN0112
 JN0112.The orthometric height was determined by differential leveling and
 JN0112.adjusted by the NATIONAL GEODETIC SURVEY
 JN0112.in June 1991.
 JN0112
 JN0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0112.GEOID18 height accuracy estimate available here.
 JN0112
 JN0112.Click photographs - Photos may exist for this station.
 JN0112
 JN0112.The dynamic height is computed by dividing the NAVD 88
 JN0112.geopotential number by the normal gravity value computed on the
 JN0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0112.degrees latitude (g = 980.6199 gals.).
 JN0112
 JN0112.The modeled gravity was interpolated from observed gravity values.
 JN0112
 JN0112;                    North         East    Units  Estimated Accuracy
 JN0112;SPC UT S     - 3,194,640.      568,630.      MT  (+/- 180 meters Scaled)
 JN0112
 JN0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH249522(NAD 83)
 JN0112
 JN0112                          SUPERSEDED SURVEY CONTROL
 JN0112
 JN0112  NGVD 29 (??/??/92) 1355.989  (m)         4448.77   (f) ADJ UNCH    1 2
 JN0112
 JN0112.Superseded values are not recommended for survey control.
 JN0112
 JN0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0112.See file dsdata.pdf to determine how the superseded data were derived.
 JN0112
 JN0112_MARKER: DB = BENCH MARK DISK
 JN0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0112_STAMPING: V 112 1958
 JN0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0112+STABILITY: SURFACE MOTION
 JN0112
 JN0112  HISTORY     - Date     Condition        Report By
 JN0112  HISTORY     - 1958     MONUMENTED       CGS
 JN0112
 JN0112                          STATION DESCRIPTION
 JN0112
 JN0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0112'IN HANKSVILLE LANDING FIELD.
 JN0112'AT HANKSVILLE LANDING FIELD, 0.95 MILE WEST-NORTHWEST OF THE
 JN0112'COMMUNICATIONS BUILDING, IN R11E T28S S33, 115 FEET NORTHWEST OF A
 JN0112'RUNWAY LIGHT AT THE NORTHWEST CORNER OF THE EAST-WEST GRAVEL RUNWAY,
 JN0112'21 FEET EAST OF A FENCE CORNER POST FOR A FENCE AROUND THE RUNWAY, 2.9
 JN0112'FEET SOUTH OF A FENCE, 2.3 FEET EAST OF A WITNESS POST, AND SET IN THE
 JN0112'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0002 ***********************************************************************
 HN0002  DESIGNATION -  V 113
 HN0002  PID         -  HN0002
 HN0002  STATE/COUNTY-  UT/GARFIELD
 HN0002  COUNTRY     -  US
 HN0002  USGS QUAD   -  BLACK TABLE (2017)
 HN0002
 HN0002                         *CURRENT SURVEY CONTROL
 HN0002  ______________________________________________________________________
 HN0002* NAD 83(1986) POSITION- 37 59 37.     (N) 110 30 28.     (W)   SCALED
 HN0002* NAVD 88 ORTHO HEIGHT -  1298.401 (meters)     4259.84  (feet) ADJUSTED
 HN0002  ______________________________________________________________________
 HN0002  GEOID HEIGHT    -        -20.575 (meters)                     GEOID18
 HN0002  DYNAMIC HEIGHT  -       1297.068 (meters)     4255.46  (feet) COMP
 HN0002  MODELED GRAVITY -    979,558.1   (mgal)                       NAVD 88
 HN0002
 HN0002  VERT ORDER      -  FIRST     CLASS II
 HN0002
 HN0002.The horizontal coordinates were scaled from a map and have
 HN0002.an estimated accuracy of +/- 6 seconds.
 HN0002
 HN0002.The orthometric height was determined by differential leveling and
 HN0002.adjusted by the NATIONAL GEODETIC SURVEY
 HN0002.in June 1991.
 HN0002
 HN0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0002.GEOID18 height accuracy estimate available here.
 HN0002
 HN0002.Click photographs - Photos may exist for this station.
 HN0002
 HN0002.The dynamic height is computed by dividing the NAVD 88
 HN0002.geopotential number by the normal gravity value computed on the
 HN0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0002.degrees latitude (g = 980.6199 gals.).
 HN0002
 HN0002.The modeled gravity was interpolated from observed gravity values.
 HN0002
 HN0002;                    North         East    Units  Estimated Accuracy
 HN0002;SPC UT S     - 3,147,730.      587,150.      MT  (+/- 180 meters Scaled)
 HN0002
 HN0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH432052(NAD 83)
 HN0002
 HN0002                          SUPERSEDED SURVEY CONTROL
 HN0002
 HN0002  NGVD 29 (??/??/92) 1297.422  (m)         4256.63   (f) ADJ UNCH    1 2
 HN0002
 HN0002.Superseded values are not recommended for survey control.
 HN0002
 HN0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0002.See file dsdata.pdf to determine how the superseded data were derived.
 HN0002
 HN0002_MARKER: DB = BENCH MARK DISK
 HN0002_SETTING: 66 = SET IN ROCK OUTCROP
 HN0002_STAMPING: V 113 1958
 HN0002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0002+STABILITY: POSITION/ELEVATION WELL
 HN0002
 HN0002  HISTORY     - Date     Condition        Report By
 HN0002  HISTORY     - 1958     MONUMENTED       CGS
 HN0002
 HN0002                          STATION DESCRIPTION
 HN0002
 HN0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0002'34.65 MI SE FROM HANKSVILLE.
 HN0002'ABOUT 34.65 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE
 HN0002'SCHOOL AT HANKSVILLE, 0.65 MILE WEST OF THREE FORKS, 83 FEET NORTH OF
 HN0002'THE CENTER LINE OF THE HIGHWAY, 50 1/2 FEET NORTHEAST OF A 10-INCH
 HN0002'COTTONWOOD BEARING A WITNESS POST PLAQUE, 31 FEET WEST OF A 12-INCH
 HN0002'COTTONWOOD, IN THE TOP OF THE BOTTOM LEDGE OF A MASSIVE SANDSTONE
 HN0002'LEDGE, 3 FEET NORTH OF THE SOUTH EDGE OF THE LEDGE AND ABOUT 2 FEET
 HN0002'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0034 ***********************************************************************
 HN0034  DESIGNATION -  V 114
 HN0034  PID         -  HN0034
 HN0034  STATE/COUNTY-  UT/SAN JUAN
 HN0034  COUNTRY     -  US
 HN0034  USGS QUAD   -  COPPER POINT (2017)
 HN0034
 HN0034                         *CURRENT SURVEY CONTROL
 HN0034  ______________________________________________________________________
 HN0034* NAD 83(1986) POSITION- 37 48 46.     (N) 110 21 03.     (W)   SCALED
 HN0034* NAVD 88 ORTHO HEIGHT -  1269.306 (meters)     4164.38  (feet) ADJUSTED
 HN0034  ______________________________________________________________________
 HN0034  GEOID HEIGHT    -        -21.119 (meters)                     GEOID18
 HN0034  DYNAMIC HEIGHT  -       1267.961 (meters)     4159.97  (feet) COMP
 HN0034  MODELED GRAVITY -    979,526.8   (mgal)                       NAVD 88
 HN0034
 HN0034  VERT ORDER      -  FIRST     CLASS II
 HN0034
 HN0034.The horizontal coordinates were scaled from a map and have
 HN0034.an estimated accuracy of +/- 6 seconds.
 HN0034
 HN0034.The orthometric height was determined by differential leveling and
 HN0034.adjusted by the NATIONAL GEODETIC SURVEY
 HN0034.in June 1991.
 HN0034
 HN0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0034.GEOID18 height accuracy estimate available here.
 HN0034
 HN0034.Click photographs - Photos may exist for this station.
 HN0034
 HN0034.The dynamic height is computed by dividing the NAVD 88
 HN0034.geopotential number by the normal gravity value computed on the
 HN0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0034.degrees latitude (g = 980.6199 gals.).
 HN0034
 HN0034.The modeled gravity was interpolated from observed gravity values.
 HN0034
 HN0034;                    North         East    Units  Estimated Accuracy
 HN0034;SPC UT S     - 3,127,820.      601,180.      MT  (+/- 180 meters Scaled)
 HN0034
 HN0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG571852(NAD 83)
 HN0034
 HN0034                          SUPERSEDED SURVEY CONTROL
 HN0034
 HN0034  NGVD 29 (??/??/92) 1268.323  (m)         4161.16   (f) ADJ UNCH    1 2
 HN0034
 HN0034.Superseded values are not recommended for survey control.
 HN0034
 HN0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0034.See file dsdata.pdf to determine how the superseded data were derived.
 HN0034
 HN0034_MARKER: DB = BENCH MARK DISK
 HN0034_SETTING: 66 = SET IN ROCK OUTCROP
 HN0034_STAMPING: V 114 1958
 HN0034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0034+STABILITY: POSITION/ELEVATION WELL
 HN0034
 HN0034  HISTORY     - Date     Condition        Report By
 HN0034  HISTORY     - 1958     MONUMENTED       CGS
 HN0034  HISTORY     - 1982     GOOD             USGS
 HN0034  HISTORY     - 1982     GOOD             USGS
 HN0034
 HN0034                          STATION DESCRIPTION
 HN0034
 HN0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0034'17.95 MI NW FROM FRY CANYON.
 HN0034'ABOUT 17.95 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST
 HN0034'OFFICE AT FRY CANYON, IN A SADDLE AT THE SUMMIT OF A RIDGE AND ON THE
 HN0034'INSIDE OF A CURVE WITH TANGENTS SOUTHEAST AND SOUTHWEST, 26 FEET
 HN0034'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A 7 X
 HN0034'11-FOOT SANDSTONE OUTCROP THAT PROJECTS 6 INCHES ABOVE THE GROUND, 3
 HN0034'FEET NORTH OF A CAIRN AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 HN0034
 HN0034                          STATION RECOVERY (1982)
 HN0034
 HN0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0034'ABOUT 17.3 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST
 HN0034'OFFICE AT FRY CANYON TO JCT. WITH A GRADED DIRT ROAD SOUTH-WEST
 HN0034'(WHITE CANYON ROAD), THENCE SOUTHWEST ALONG WHITE CANYON ROAD 0.6 MI.
 HN0034'IN A SADDLE AT THE SUMMIT OF A RIDGE AND ON THE INSIDE OF A CURVE
 HN0034'WITH TENGENTS SOUTHEAST AND SOUTHWEST 26 FEET SOUTHEAST OF THE
 HN0034'CENTERLINE OF THE RD. IN THE TOP OF A 7 X 11 FOOT SANDSTONE OUTCROP
 HN0034'THAT PROJECTS 6 INCHES ABOVE THE GROUND, 3 FEET NORTH OF A CAIRN.
 HN0034
 HN0034                          STATION RECOVERY (1982)
 HN0034
 HN0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0034'ABOUT 17.3 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST
 HN0034'OFFICE AT FRY CANYON TO JCT. WITH A GRADED DIRT ROAD SOUTH-WEST
 HN0034'(WHITE CANYON ROAD), THENCE SOUTHWEST ALONG WHITE CANYON ROAD 0.6 MI.
 HN0034'IN A SADDLE AT THE SUMMIT OF A RIDGE AND ON THE INSIDE OF A CURVE
 HN0034'WITH TENGENTS SOUTHEAST AND SOUTHWEST 26 FEET SOUTHEAST OF THE
 HN0034'CENTERLINE OF THE RD. IN THE TOP OF A 7 X 11 FOOT SANDSTONE OUTCROP
 HN0034'THAT PROJECTS 6 INCHES ABOVE THE GROUND, 3 FEET NORTH OF A CAIRN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0059 ***********************************************************************
 HN0059  DESIGNATION -  V 115
 HN0059  PID         -  HN0059
 HN0059  STATE/COUNTY-  UT/SAN JUAN
 HN0059  COUNTRY     -  US
 HN0059  USGS QUAD   -  THE CHEESEBOX (2017)
 HN0059
 HN0059                         *CURRENT SURVEY CONTROL
 HN0059  ______________________________________________________________________
 HN0059* NAD 83(1986) POSITION- 37 38 46.     (N) 110 06 52.     (W)   SCALED
 HN0059* NAVD 88 ORTHO HEIGHT -  1724.181 (meters)     5656.75  (feet) ADJUSTED
 HN0059  ______________________________________________________________________
 HN0059  GEOID HEIGHT    -        -20.133 (meters)                     GEOID18
 HN0059  DYNAMIC HEIGHT  -       1722.233 (meters)     5650.36  (feet) COMP
 HN0059  MODELED GRAVITY -    979,438.4   (mgal)                       NAVD 88
 HN0059
 HN0059  VERT ORDER      -  FIRST     CLASS II
 HN0059
 HN0059.The horizontal coordinates were scaled from a map and have
 HN0059.an estimated accuracy of +/- 6 seconds.
 HN0059
 HN0059.The orthometric height was determined by differential leveling and
 HN0059.adjusted by the NATIONAL GEODETIC SURVEY
 HN0059.in June 1991.
 HN0059
 HN0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0059.GEOID18 height accuracy estimate available here.
 HN0059
 HN0059.Click photographs - Photos may exist for this station.
 HN0059
 HN0059.The dynamic height is computed by dividing the NAVD 88
 HN0059.geopotential number by the normal gravity value computed on the
 HN0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0059.degrees latitude (g = 980.6199 gals.).
 HN0059
 HN0059.The modeled gravity was interpolated from observed gravity values.
 HN0059
 HN0059;                    North         East    Units  Estimated Accuracy
 HN0059;SPC UT S     - 3,109,610.      622,270.      MT  (+/- 180 meters Scaled)
 HN0059
 HN0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG781669(NAD 83)
 HN0059
 HN0059                          SUPERSEDED SURVEY CONTROL
 HN0059
 HN0059  NGVD 29 (??/??/92) 1723.149  (m)         5653.36   (f) ADJ UNCH    1 2
 HN0059
 HN0059.Superseded values are not recommended for survey control.
 HN0059
 HN0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0059.See file dsdata.pdf to determine how the superseded data were derived.
 HN0059
 HN0059_MARKER: DB = BENCH MARK DISK
 HN0059_SETTING: 66 = SET IN ROCK OUTCROP
 HN0059_STAMPING: V 115 1958
 HN0059_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0059+STABILITY: POSITION/ELEVATION WELL
 HN0059
 HN0059  HISTORY     - Date     Condition        Report By
 HN0059  HISTORY     - 1958     MONUMENTED       CGS
 HN0059  HISTORY     - 1982     GOOD             USGS
 HN0059  HISTORY     - 1982     GOOD             USGS
 HN0059
 HN0059                          STATION DESCRIPTION
 HN0059
 HN0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0059'3.25 MI NE FROM FRY CANYON.
 HN0059'ABOUT 3.25 MILES NORTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0059'AT FRY CANYON, AT THE CROSSING OF A WASH, IN THE TOP OF THE SOUTH
 HN0059'CORNER (AND HIGHEST POINT) OF A 15 X 35-FOOT SANDSTONE OUTCROP WHICH
 HN0059'PROJECTS 1 FOOT, 64 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 HN0059'26 FEET WEST OF THE CENTER OF THE WASH, 2 FEET SOUTHWEST OF THE
 HN0059'SOUTHWEST END OF A 4 X 6-FOOT BOULDER WHICH IS LYING ON TOP OF THE
 HN0059'OUTCROP AND ABOUT 6 FEET HIGHER THAN THE HIGHWAY.
 HN0059
 HN0059                          STATION RECOVERY (1982)
 HN0059
 HN0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0059'ABOUT 3.0 MILES NORTHWEST ALONG STATE HWY. 95 FROM THE POST OFFICE AT
 HN0059'FRY CANYON, AT THE CROSSING OF A WASH AND CULVERT, IN THE TOP OF THE
 HN0059'SOUTH CORNER AND HIGHEST POINT OF A 15 X 25 FOOT SANDSTONE OUTCROP,
 HN0059'72 FEET SOUTHWEST OF THE CENTERLINE OF THE HWY., 26 FEET WEST OF AT
 HN0059'THE CENTER OF THE WASH, AND 2 FEET SOUTHWEST OF A 4 X 6 FOOT BOULDER
 HN0059'WHICH IS LYING ON TOP OF THE OUTCROP.
 HN0059
 HN0059                          STATION RECOVERY (1982)
 HN0059
 HN0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0059'ABOUT 3.0 MILES NORTHWEST ALONG STATE HWY. 95 FROM THE POST OFFICE AT
 HN0059'FRY CANYON, AT THE CROSSING OF A WASH AND CULVERT, IN THE TOP OF THE
 HN0059'SOUTH CORNER AND HIGHEST POINT OF A 15 X 25 FOOT SANDSTONE OUTCROP,
 HN0059'72 FEET SOUTHWEST OF THE CENTERLINE OF THE HWY., 26 FEET WEST OF AT
 HN0059'THE CENTER OF THE WASH, AND 2 FEET SOUTHWEST OF A 4 X 6 FOOT BOULDER
 HN0059'WHICH IS LYING ON TOP OF THE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0285 ***********************************************************************
 HM0285  DESIGNATION -  V 116
 HM0285  PID         -  HM0285
 HM0285  STATE/COUNTY-  UT/SAN JUAN
 HM0285  COUNTRY     -  US
 HM0285  USGS QUAD   -  SOUTH LONG POINT (2017)
 HM0285
 HM0285                         *CURRENT SURVEY CONTROL
 HM0285  ______________________________________________________________________
 HM0285* NAD 83(1986) POSITION- 37 32 51.     (N) 109 48 38.     (W)   SCALED
 HM0285* NAVD 88 ORTHO HEIGHT -  2057.307 (meters)     6749.68  (feet) ADJUSTED
 HM0285  ______________________________________________________________________
 HM0285  GEOID HEIGHT    -        -19.653 (meters)                     GEOID18
 HM0285  DYNAMIC HEIGHT  -       2054.849 (meters)     6741.62  (feet) COMP
 HM0285  MODELED GRAVITY -    979,361.1   (mgal)                       NAVD 88
 HM0285
 HM0285  VERT ORDER      -  FIRST     CLASS II
 HM0285
 HM0285.The horizontal coordinates were scaled from a map and have
 HM0285.an estimated accuracy of +/- 6 seconds.
 HM0285
 HM0285.The orthometric height was determined by differential leveling and
 HM0285.adjusted by the NATIONAL GEODETIC SURVEY
 HM0285.in June 1991.
 HM0285
 HM0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0285.GEOID18 height accuracy estimate available here.
 HM0285
 HM0285.Click photographs - Photos may exist for this station.
 HM0285
 HM0285.The dynamic height is computed by dividing the NAVD 88
 HM0285.geopotential number by the normal gravity value computed on the
 HM0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0285.degrees latitude (g = 980.6199 gals.).
 HM0285
 HM0285.The modeled gravity was interpolated from observed gravity values.
 HM0285
 HM0285;                    North         East    Units  Estimated Accuracy
 HM0285;SPC UT S     - 3,099,110.      649,280.      MT  (+/- 180 meters Scaled)
 HM0285
 HM0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG050562(NAD 83)
 HM0285
 HM0285                          SUPERSEDED SURVEY CONTROL
 HM0285
 HM0285  NGVD 29 (??/??/92) 2056.201  (m)         6746.05   (f) ADJ UNCH    1 2
 HM0285
 HM0285.Superseded values are not recommended for survey control.
 HM0285
 HM0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0285.See file dsdata.pdf to determine how the superseded data were derived.
 HM0285
 HM0285_MARKER: DB = BENCH MARK DISK
 HM0285_SETTING: 66 = SET IN ROCK OUTCROP
 HM0285_STAMPING: V 116 1958
 HM0285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0285+STABILITY: POSITION/ELEVATION WELL
 HM0285
 HM0285  HISTORY     - Date     Condition        Report By
 HM0285  HISTORY     - 1958     MONUMENTED       CGS
 HM0285  HISTORY     - 1959     GOOD             CGS
 HM0285  HISTORY     - 1979     GOOD             USGS
 HM0285
 HM0285                          STATION DESCRIPTION
 HM0285
 HM0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0285'28.0 MI W FROM BLANDING.
 HM0285'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0285'BLANDING, THENCE 24.1 MILES WEST ALONG STATE HIGHWAY 95, 28.7 MILES
 HM0285'EAST OF THE POST OFFICE AT FRY CANYON, MIDWAY BETWEEN TWO CURVES, IN
 HM0285'THE TOP OF THE NORTH END OF A LARGE NORTH-SOUTH SANDSTONE OUTCROP, 35
 HM0285'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET NORTHWEST OF
 HM0285'A WITNESS POST AND ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY.
 HM0285
 HM0285                          STATION RECOVERY (1979)
 HM0285
 HM0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0285'FROM THE POST OFFICE IN BLANDING ABOUT 4.3 MI. S. ALONG ST. HWY 163,
 HM0285'THENCE 21.9 MI W ALONG ST. HWY. 95 TO SIDE RD. LEFT (OLD HWY
 HM0285'ALIGNMENT).  TURN LEFT AND GO W. 3.05 MILES MIDWAY BETWEEN TWO CURVES.
 HM0285'IN THE NORTH END OF A LARGE NS SANDSTONE OUTCROP, 35 FT. SW OF THE
 HM0285'ROAD CENTERLINE, 8 FT. NW OF A WITNESS POST ABOUT 3 FT. HIGHER THAN
 HM0285'THE RD.  A STANDARD CGS BRASS TABLE STAMPED V 116 1958.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0309 ***********************************************************************
 HM0309  DESIGNATION -  V 117
 HM0309  PID         -  HM0309
 HM0309  STATE/COUNTY-  UT/SAN JUAN
 HM0309  COUNTRY     -  US
 HM0309  USGS QUAD   -  BLACK MESA BUTTE (2017)
 HM0309
 HM0309                         *CURRENT SURVEY CONTROL
 HM0309  ______________________________________________________________________
 HM0309* NAD 83(1986) POSITION- 37 34 03.     (N) 109 35 08.     (W)   SCALED
 HM0309* NAVD 88 ORTHO HEIGHT -  1598.232 (meters)     5243.53  (feet) ADJUSTED
 HM0309  ______________________________________________________________________
 HM0309  GEOID HEIGHT    -        -19.989 (meters)                     GEOID18
 HM0309  DYNAMIC HEIGHT  -       1596.419 (meters)     5237.58  (feet) COMP
 HM0309  MODELED GRAVITY -    979,439.7   (mgal)                       NAVD 88
 HM0309
 HM0309  VERT ORDER      -  FIRST     CLASS II
 HM0309
 HM0309.The horizontal coordinates were scaled from a map and have
 HM0309.an estimated accuracy of +/- 6 seconds.
 HM0309
 HM0309.The orthometric height was determined by differential leveling and
 HM0309.adjusted by the NATIONAL GEODETIC SURVEY
 HM0309.in June 1991.
 HM0309
 HM0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0309.GEOID18 height accuracy estimate available here.
 HM0309
 HM0309.Click photographs - Photos may exist for this station.
 HM0309
 HM0309.The dynamic height is computed by dividing the NAVD 88
 HM0309.geopotential number by the normal gravity value computed on the
 HM0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0309.degrees latitude (g = 980.6199 gals.).
 HM0309
 HM0309.The modeled gravity was interpolated from observed gravity values.
 HM0309
 HM0309;                    North         East    Units  Estimated Accuracy
 HM0309;SPC UT S     - 3,101,710.      669,110.      MT  (+/- 180 meters Scaled)
 HM0309
 HM0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG249587(NAD 83)
 HM0309
 HM0309                          SUPERSEDED SURVEY CONTROL
 HM0309
 HM0309  NGVD 29 (??/??/92) 1597.219  (m)         5240.21   (f) ADJ UNCH    1 2
 HM0309
 HM0309.Superseded values are not recommended for survey control.
 HM0309
 HM0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0309.See file dsdata.pdf to determine how the superseded data were derived.
 HM0309
 HM0309_MARKER: DB = BENCH MARK DISK
 HM0309_SETTING: 66 = SET IN ROCK OUTCROP
 HM0309_STAMPING: V 117 1958
 HM0309_MARK LOGO: CGS
 HM0309_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0309+STABILITY: POSITION/ELEVATION WELL
 HM0309
 HM0309  HISTORY     - Date     Condition        Report By
 HM0309  HISTORY     - 1958     MONUMENTED       CGS
 HM0309  HISTORY     - 1959     GOOD             CGS
 HM0309  HISTORY     - 1979     MARK NOT FOUND   NGS
 HM0309  HISTORY     - 1979     MARK NOT FOUND   NGS
 HM0309
 HM0309                          STATION DESCRIPTION
 HM0309
 HM0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0309'10.7 MI SW FROM BLANDING.
 HM0309'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0309'BLANDING, THENCE 6.8 MILES WEST ALONG STATE HIGHWAY 95, 0.05 MILE
 HM0309'NORTHWEST THRU A DEEP CUT FROM THE INTERSECTION OF A GRAVEL ROAD, AT
 HM0309'THE NORTHWEST END OF THE CUT, IN THE TOP OF THE SECOND STEP FROM THE
 HM0309'BOTTOM OF A MASSIVE SANDSTONE OUTCROP, 71 FEET SOUTHWEST OF THE CENTER
 HM0309'LINE OF THE HIGHWAY, 8 FEET WEST OF A WITNESS POST, 2.3 FEET NORTH OF
 HM0309'THE LETTERS BM WHICH ARE CUT IN THE THIRD STEP OF THE OUTCROP AND
 HM0309'ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 HM0309
 HM0309                          STATION RECOVERY (1979)
 HM0309
 HM0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0309'MARK NOT FOUND.
 HM0309
 HM0309                          STATION RECOVERY (1979)
 HM0309
 HM0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0309'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0324 ***********************************************************************
 HN0324  DESIGNATION -  V 12
 HN0324  PID         -  HN0324
 HN0324  STATE/COUNTY-  UT/GARFIELD
 HN0324  COUNTRY     -  US
 HN0324  USGS QUAD   -  DEER POINT (2017)
 HN0324
 HN0324                         *CURRENT SURVEY CONTROL
 HN0324  ______________________________________________________________________
 HN0324* NAD 83(1986) POSITION- 37 43 50.     (N) 110 56 43.     (W)   SCALED
 HN0324* NAVD 88 ORTHO HEIGHT -  1373.691 (meters)     4506.85  (feet) POSTED
 HN0324  ______________________________________________________________________
 HN0324  GEOID HEIGHT    -        -21.292 (meters)                     GEOID18
 HN0324  DYNAMIC HEIGHT  -       1372.13  (meters)     4501.7   (feet) COMP
 HN0324  MODELED GRAVITY -    979,448.7   (mgal)                       NAVD 88
 HN0324
 HN0324  VERT ORDER      -  * POSTED, SEE BELOW
 HN0324
 HN0324.The horizontal coordinates were scaled from a map and have
 HN0324.an estimated accuracy of +/- 6 seconds.
 HN0324
 HN0324.The orthometric height was determined by differential leveling
 HN0324.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0324
 HN0324.* This is a POSTED BENCH MARK height.
 HN0324
 HN0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0324.GEOID18 height accuracy estimate available here.
 HN0324
 HN0324.Click photographs - Photos may exist for this station.
 HN0324
 HN0324.The dynamic height is computed by dividing the NAVD 88
 HN0324.geopotential number by the normal gravity value computed on the
 HN0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0324.degrees latitude (g = 980.6199 gals.).
 HN0324
 HN0324.The modeled gravity was interpolated from observed gravity values.
 HN0324
 HN0324;                    North         East    Units  Estimated Accuracy
 HN0324;SPC UT S     - 3,118,220.      548,900.      MT  (+/- 180 meters Scaled)
 HN0324
 HN0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG048759(NAD 83)
 HN0324
 HN0324                          SUPERSEDED SURVEY CONTROL
 HN0324
 HN0324  NGVD 29 (??/??/92) 1372.557  (m)         4503.13   (f) ADJ UNCH    1 2
 HN0324
 HN0324.Superseded values are not recommended for survey control.
 HN0324
 HN0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0324.See file dsdata.pdf to determine how the superseded data were derived.
 HN0324
 HN0324_MARKER: DB = BENCH MARK DISK
 HN0324_SETTING: 66 = SET IN ROCK OUTCROP
 HN0324_STAMPING: V 12 1921
 HN0324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0324+STABILITY: POSITION/ELEVATION WELL
 HN0324
 HN0324  HISTORY     - Date     Condition        Report By
 HN0324  HISTORY     - 1921     MONUMENTED       CGS
 HN0324
 HN0324                          STATION DESCRIPTION
 HN0324
 HN0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 HN0324'2.5 MI S FROM MULEY TANKS.
 HN0324'2-1/2 MILES SOUTH OF MULEY TANKS, GARFIELD COUNTY, 200 FEET NORTH OF
 HN0324'THE POINT WHERE HALL CREEK BENDS TO THE LEFT AFTER HEADING INTO A
 HN0324'LARGE RED SANDSTONE FORMATION, 100 FEET WEST OF THE CENTERLINE OF THE
 HN0324'CREEK, IN THE FACE OF A RED SANDSTONE ROCK, AND ABOUT 4 FEET ABOVE THE
 HN0324'GROUND.  A STANDARD DISK, STAMPED V 12 1921 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0312 ***********************************************************************
 HO0312  DESIGNATION -  V 123
 HO0312  PID         -  HO0312
 HO0312  STATE/COUNTY-  UT/WASHINGTON
 HO0312  COUNTRY     -  US
 HO0312  USGS QUAD   -  ENTERPRISE (2017)
 HO0312
 HO0312                         *CURRENT SURVEY CONTROL
 HO0312  ______________________________________________________________________
 HO0312* NAD 83(1986) POSITION- 37 32 24.     (N) 113 40 01.     (W)   SCALED
 HO0312* NAVD 88 ORTHO HEIGHT -  1779.961 (meters)     5839.76  (feet) ADJUSTED
 HO0312  ______________________________________________________________________
 HO0312  GEOID HEIGHT    -        -23.172 (meters)                     GEOID18
 HO0312  DYNAMIC HEIGHT  -       1777.894 (meters)     5832.97  (feet) COMP
 HO0312  MODELED GRAVITY -    979,405.6   (mgal)                       NAVD 88
 HO0312
 HO0312  VERT ORDER      -  SECOND    CLASS 0
 HO0312
 HO0312.The horizontal coordinates were scaled from a map and have
 HO0312.an estimated accuracy of +/- 6 seconds.
 HO0312
 HO0312.The orthometric height was determined by differential leveling and
 HO0312.adjusted by the NATIONAL GEODETIC SURVEY
 HO0312.in June 1991.
 HO0312
 HO0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0312.GEOID18 height accuracy estimate available here.
 HO0312
 HO0312.Click photographs - Photos may exist for this station.
 HO0312
 HO0312.The dynamic height is computed by dividing the NAVD 88
 HO0312.geopotential number by the normal gravity value computed on the
 HO0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0312.degrees latitude (g = 980.6199 gals.).
 HO0312
 HO0312.The modeled gravity was interpolated from observed gravity values.
 HO0312
 HO0312;                    North         East    Units  Estimated Accuracy
 HO0312;SPC UT S     - 3,099,140.      308,510.      MT  (+/- 180 meters Scaled)
 HO0312
 HO0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG643581(NAD 83)
 HO0312
 HO0312                          SUPERSEDED SURVEY CONTROL
 HO0312
 HO0312  NGVD 29 (??/??/92) 1778.825  (m)         5836.03   (f) ADJ UNCH    2 0
 HO0312
 HO0312.Superseded values are not recommended for survey control.
 HO0312
 HO0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0312.See file dsdata.pdf to determine how the superseded data were derived.
 HO0312
 HO0312_MARKER: DB = BENCH MARK DISK
 HO0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0312_STAMPING: V 123 1934
 HO0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0312+STABILITY: SURFACE MOTION
 HO0312
 HO0312  HISTORY     - Date     Condition        Report By
 HO0312  HISTORY     - 1934     MONUMENTED       CGS
 HO0312  HISTORY     - 1972     GOOD             USGS
 HO0312
 HO0312                          STATION DESCRIPTION
 HO0312
 HO0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0312'4.6 MI S FROM ENTERPRISE.
 HO0312'4.6 MILES SOUTH ALONG THE 1934 ROUTE OF STATE HIGHWAY 18 FROM
 HO0312'ENTERPRISE, WASHINGTON COUNTY, 120 YARDS NORTH OF THE POINT WHERE A
 HO0312'POWER LINE CROSSES THE HIGHWAY, 82 FEET SOUTH OF A 12-INCH CULVERT,
 HO0312'AND 22 FEET WEST OF THE CENTERLINE OF THE OLD HIGHWAY.  A STANDARD
 HO0312'DISK, STAMPED V 123 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HO0312
 HO0312                          STATION RECOVERY (1972)
 HO0312
 HO0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HO0312'4.3 MILES SOUTH ALONG STATE HIGHWAY 18 FROM ENTERPRISE, WASHINGTON,
 HO0312'COUNTY, IN T 37 S, R 16 W, S 29, 68 FEET EAST OF CULVERT AT MILE POST
 HO0312'34, 30 FEET NORTH AND 2.4 FEET LOWER THAN CENTERLINE OF THE HIGHWAY.
 HO0312'A STANDARD DISK STAMPED V 123 1934 SET IN THE TOP OF A CONCRETE POST
 HO0312'PROJECTING 0.3 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0460 ***********************************************************************
 MR0460  DESIGNATION -  V 125
 MR0460  PID         -  MR0460
 MR0460  STATE/COUNTY-  UT/CACHE
 MR0460  COUNTRY     -  US
 MR0460  USGS QUAD   -  MOUNT ELMER (2017)
 MR0460
 MR0460                         *CURRENT SURVEY CONTROL
 MR0460  ______________________________________________________________________
 MR0460* NAD 83(1986) POSITION- 41 46 10.     (N) 111 39 38.     (W)   SCALED
 MR0460* NAVD 88 ORTHO HEIGHT -  1576.284 (meters)     5171.53  (feet) ADJUSTED
 MR0460  ______________________________________________________________________
 MR0460  GEOID HEIGHT    -        -14.803 (meters)                     GEOID18
 MR0460  DYNAMIC HEIGHT  -       1575.060 (meters)     5167.51  (feet) COMP
 MR0460  MODELED GRAVITY -    979,791.3   (mgal)                       NAVD 88
 MR0460
 MR0460  VERT ORDER      -  SECOND    CLASS 0
 MR0460
 MR0460.The horizontal coordinates were scaled from a map and have
 MR0460.an estimated accuracy of +/- 6 seconds.
 MR0460
 MR0460.The orthometric height was determined by differential leveling and
 MR0460.adjusted by the NATIONAL GEODETIC SURVEY
 MR0460.in June 1991.
 MR0460
 MR0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0460.GEOID18 height accuracy estimate available here.
 MR0460
 MR0460.Click photographs - Photos may exist for this station.
 MR0460
 MR0460.The dynamic height is computed by dividing the NAVD 88
 MR0460.geopotential number by the normal gravity value computed on the
 MR0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0460.degrees latitude (g = 980.6199 gals.).
 MR0460
 MR0460.The modeled gravity was interpolated from observed gravity values.
 MR0460
 MR0460;                    North         East    Units  Estimated Accuracy
 MR0460;SPC UT N     - 1,159,500.      486,650.      MT  (+/- 180 meters Scaled)
 MR0460
 MR0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM450243(NAD 83)
 MR0460
 MR0460                          SUPERSEDED SURVEY CONTROL
 MR0460
 MR0460  NGVD 29 (??/??/92) 1575.139  (m)         5167.77   (f) ADJ UNCH    2 0
 MR0460
 MR0460.Superseded values are not recommended for survey control.
 MR0460
 MR0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0460.See file dsdata.pdf to determine how the superseded data were derived.
 MR0460
 MR0460_MARKER: DB = BENCH MARK DISK
 MR0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0460_STAMPING: V 125 1934
 MR0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0460+STABILITY: SURFACE MOTION
 MR0460
 MR0460  HISTORY     - Date     Condition        Report By
 MR0460  HISTORY     - 1934     MONUMENTED       CGS
 MR0460  HISTORY     - 1969     MARK NOT FOUND   USGS
 MR0460
 MR0460                          STATION DESCRIPTION
 MR0460
 MR0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0460'10.2 MI NE FROM LOGAN.
 MR0460'ABOUT 10.2 MILES NORTHEAST ALONG U.S. HIGHWAY 89 FROM THE JUNIOR HIGH
 MR0460'SCHOOL AT LOGAN, CACHE COUNTY, ABOUT 0.4 MILE NORTH OF THE CORD RANGER
 MR0460'STATION, ABOUT 180 FEET SOUTHWEST OF THE WEST END OF A WOODEN BRIDGE
 MR0460'OVER A STREAM, ABOUT 112 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 MR0460'LEADING TO THE CHOKECHERRY CAMP, ABOUT 105 FEET SOUTH OF THE CROSSING
 MR0460'OF A ROW OF POLES, 19 FEET NORTH OF THE CHOKECHERRY CAMP SIGNBOARD,
 MR0460'AND 27 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 MR0460'STAMPED V 125 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THE
 MR0460'CULVERT HEAD WALL MENTIONED IN THE DESCRIPTION HAS BEEN DESTROYED.
 MR0460'THERE HAS BEEN ROAD WORK IN THE AREA AND I THINK THE MARK HAS BEEN
 MR0460'DESTROYED.
 MR0460
 MR0460                          STATION RECOVERY (1969)
 MR0460
 MR0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MR0460'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0205 ***********************************************************************
 KN0205  DESIGNATION -  V 131
 KN0205  PID         -  KN0205
 KN0205  STATE/COUNTY-  UT/SANPETE
 KN0205  COUNTRY     -  US
 KN0205  USGS QUAD   -  FAIRVIEW LAKES (2017)
 KN0205
 KN0205                         *CURRENT SURVEY CONTROL
 KN0205  ______________________________________________________________________
 KN0205* NAD 83(1986) POSITION- 39 40 13.     (N) 111 18 29.     (W)   SCALED
 KN0205* NAVD 88 ORTHO HEIGHT -  2661.597 (meters)     8732.26  (feet) ADJUSTED
 KN0205  ______________________________________________________________________
 KN0205  GEOID HEIGHT    -        -16.155 (meters)                     GEOID18
 KN0205  DYNAMIC HEIGHT  -       2658.567 (meters)     8722.32  (feet) COMP
 KN0205  MODELED GRAVITY -    979,390.7   (mgal)                       NAVD 88
 KN0205
 KN0205  VERT ORDER      -  SECOND    CLASS 0
 KN0205
 KN0205.The horizontal coordinates were scaled from a map and have
 KN0205.an estimated accuracy of +/- 6 seconds.
 KN0205
 KN0205.The orthometric height was determined by differential leveling and
 KN0205.adjusted by the NATIONAL GEODETIC SURVEY
 KN0205.in June 1991.
 KN0205
 KN0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0205.GEOID18 height accuracy estimate available here.
 KN0205
 KN0205.Click photographs - Photos may exist for this station.
 KN0205
 KN0205.The dynamic height is computed by dividing the NAVD 88
 KN0205.geopotential number by the normal gravity value computed on the
 KN0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0205.degrees latitude (g = 980.6199 gals.).
 KN0205
 KN0205.The modeled gravity was interpolated from observed gravity values.
 KN0205
 KN0205;                    North         East    Units  Estimated Accuracy
 KN0205;SPC UT C     - 2,148,440.      516,470.      MT  (+/- 180 meters Scaled)
 KN0205
 KN0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ735912(NAD 83)
 KN0205
 KN0205                          SUPERSEDED SURVEY CONTROL
 KN0205
 KN0205  NGVD 29 (??/??/92) 2660.223  (m)         8727.75   (f) ADJ UNCH    2 0
 KN0205
 KN0205.Superseded values are not recommended for survey control.
 KN0205
 KN0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0205.See file dsdata.pdf to determine how the superseded data were derived.
 KN0205
 KN0205_MARKER: DB = BENCH MARK DISK
 KN0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0205_STAMPING: V 131 1935
 KN0205_MARK LOGO: CGS
 KN0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0205+STABILITY: SURFACE MOTION
 KN0205
 KN0205  HISTORY     - Date     Condition        Report By
 KN0205  HISTORY     - 1935     MONUMENTED       CGS
 KN0205  HISTORY     - 1965     MARK NOT FOUND   USGS
 KN0205
 KN0205                          STATION DESCRIPTION
 KN0205
 KN0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0205'9.0 MI E FROM FAIRVIEW.
 KN0205'ABOUT 9.0 MILES EAST ALONG STATE HIGHWAY 31 FROM THE POST OFFICE AT
 KN0205'FAIRVIEW, SANPETE COUNTY, BETWEEN TWO CURVES, ABOUT 0.2 MILE EAST OF
 KN0205'THE EDGE OF A FOREST, AND 34 FEET NORTH OF THE CENTER LINE OF THE
 KN0205'HIGHWAY.  A STANDARD DISK, STAMPED V 131 1935 AND SET IN THE TOP OF A
 KN0205'CONCRETE POST.
 KN0205
 KN0205                          STATION RECOVERY (1965)
 KN0205
 KN0205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KN0205'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0298 ***********************************************************************
 MR0298  DESIGNATION -  V 132
 MR0298  PID         -  MR0298
 MR0298  STATE/COUNTY-  UT/SUMMIT
 MR0298  COUNTRY     -  US
 MR0298  USGS QUAD   -  SHEARING CORRAL (2017)
 MR0298
 MR0298                         *CURRENT SURVEY CONTROL
 MR0298  ______________________________________________________________________
 MR0298* NAD 83(1986) POSITION- 41 09 28.     (N) 111 09 37.     (W)   SCALED
 MR0298* NAVD 88 ORTHO HEIGHT -  1999.434 (meters)     6559.81  (feet) ADJUSTED
 MR0298  ______________________________________________________________________
 MR0298  GEOID HEIGHT    -        -15.439 (meters)                     GEOID18
 MR0298  DYNAMIC HEIGHT  -       1997.599 (meters)     6553.79  (feet) COMP
 MR0298  MODELED GRAVITY -    979,635.2   (mgal)                       NAVD 88
 MR0298
 MR0298  VERT ORDER      -  FIRST     CLASS II
 MR0298
 MR0298.The horizontal coordinates were scaled from a map and have
 MR0298.an estimated accuracy of +/- 6 seconds.
 MR0298
 MR0298.The orthometric height was determined by differential leveling and
 MR0298.adjusted by the NATIONAL GEODETIC SURVEY
 MR0298.in June 1991.
 MR0298
 MR0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0298.GEOID18 height accuracy estimate available here.
 MR0298
 MR0298.Click photographs - Photos may exist for this station.
 MR0298
 MR0298.The dynamic height is computed by dividing the NAVD 88
 MR0298.geopotential number by the normal gravity value computed on the
 MR0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0298.degrees latitude (g = 980.6199 gals.).
 MR0298
 MR0298.The modeled gravity was interpolated from observed gravity values.
 MR0298
 MR0298;                    North         East    Units  Estimated Accuracy
 MR0298;SPC UT N     - 1,091,610.      528,510.      MT  (+/- 180 meters Scaled)
 MR0298
 MR0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL865562(NAD 83)
 MR0298
 MR0298                          SUPERSEDED SURVEY CONTROL
 MR0298
 MR0298  NGVD 29 (??/??/92) 1998.034  (m)         6555.22   (f) ADJ UNCH    1 2
 MR0298
 MR0298.Superseded values are not recommended for survey control.
 MR0298
 MR0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0298.See file dsdata.pdf to determine how the superseded data were derived.
 MR0298
 MR0298_MARKER: DB = BENCH MARK DISK
 MR0298_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MR0298_STAMPING: V 132 1958
 MR0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0298
 MR0298  HISTORY     - Date     Condition        Report By
 MR0298  HISTORY     - 1958     MONUMENTED       CGS
 MR0298  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0298
 MR0298                          STATION DESCRIPTION
 MR0298
 MR0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0298'4.65 MI SW FROM WAHSATCH.
 MR0298'ABOUT 4.65 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0298'STATION AT WAHSATCH, ABOUT 0.25 MILE SOUTH OF MILEPOST 932, AT THE
 MR0298'NORTH END OF CURVE SIDING, 29 FEET WEST OF THE WEST RAIL OF THE EAST
 MR0298'SET OF MAIN TRACKS, 73 FEET SOUTH-SOUTHWEST OF THE CURVE SIDING SIGN,
 MR0298'2 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND
 MR0298'ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 16 INCHES.
 MR0298
 MR0298                          STATION RECOVERY (1983)
 MR0298
 MR0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0298'NOTE=THERE HAS BEEN EXTENSIVE RAILROAD CONSTRUCTION AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0367 ***********************************************************************
 MR0367  DESIGNATION -  V 134
 MR0367  PID         -  MR0367
 MR0367  STATE/COUNTY-  UT/MORGAN
 MR0367  COUNTRY     -  US
 MR0367  USGS QUAD   -  PETERSON (2017)
 MR0367
 MR0367                         *CURRENT SURVEY CONTROL
 MR0367  ______________________________________________________________________
 MR0367* NAD 83(1986) POSITION- 41 07 07.     (N) 111 45 55.     (W)   SCALED
 MR0367* NAVD 88 ORTHO HEIGHT -  1491.858 (meters)     4894.54  (feet) ADJUSTED
 MR0367  ______________________________________________________________________
 MR0367  GEOID HEIGHT    -        -16.256 (meters)                     GEOID18
 MR0367  DYNAMIC HEIGHT  -       1490.631 (meters)     4890.51  (feet) COMP
 MR0367  MODELED GRAVITY -    979,750.0   (mgal)                       NAVD 88
 MR0367
 MR0367  VERT ORDER      -  FIRST     CLASS II
 MR0367
 MR0367.The horizontal coordinates were scaled from a map and have
 MR0367.an estimated accuracy of +/- 6 seconds.
 MR0367
 MR0367.The orthometric height was determined by differential leveling and
 MR0367.adjusted by the NATIONAL GEODETIC SURVEY
 MR0367.in June 1991.
 MR0367
 MR0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0367.GEOID18 height accuracy estimate available here.
 MR0367
 MR0367.Click photographs - Photos may exist for this station.
 MR0367
 MR0367.The dynamic height is computed by dividing the NAVD 88
 MR0367.geopotential number by the normal gravity value computed on the
 MR0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0367.degrees latitude (g = 980.6199 gals.).
 MR0367
 MR0367.The modeled gravity was interpolated from observed gravity values.
 MR0367
 MR0367;                    North         East    Units  Estimated Accuracy
 MR0367;SPC UT N     - 1,087,240.      477,720.      MT  (+/- 180 meters Scaled)
 MR0367
 MR0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL357522(NAD 83)
 MR0367
 MR0367                          SUPERSEDED SURVEY CONTROL
 MR0367
 MR0367  NGVD 29 (??/??/92) 1490.684  (m)         4890.69   (f) SUPERSEDED  1 2
 MR0367  NGVD 29 (06/08/92) 1490.766  (m)         4890.95   (f) ADJUSTED    1 2
 MR0367
 MR0367.Superseded values are not recommended for survey control.
 MR0367
 MR0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0367.See file dsdata.pdf to determine how the superseded data were derived.
 MR0367
 MR0367_MARKER: DB = BENCH MARK DISK
 MR0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0367_STAMPING: V 134 1958
 MR0367_MARK LOGO: CGS
 MR0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0367+STABILITY: SURFACE MOTION
 MR0367
 MR0367  HISTORY     - Date     Condition        Report By
 MR0367  HISTORY     - 1958     MONUMENTED       CGS
 MR0367  HISTORY     - 1983     GOOD             NGS
 MR0367
 MR0367                          STATION DESCRIPTION
 MR0367
 MR0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0367'7.5 MI NW FROM MORGAN.
 MR0367'ABOUT 7.5 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0367'STATION AT MORGAN, AT PETERSON SIDING, ABOUT 0.5 MILE NORTHWEST OF
 MR0367'MILE POST 975, 272 FEET NORTH OF THE CENTER LINE OF AN ASPHALT ROAD
 MR0367'CROSSING, 162 FEET SOUTHEAST OF A RAILROAD SECTION WORKERS HOUSE, 68
 MR0367'FEET SOUTHEAST OF A LARGE WILLOW TREE, 56 FEET NORTHEAST OF THE NEAR
 MR0367'RAIL, 50 FEET NORTH OF THE PETERSON SIGN, 28 FEET SOUTHEAST OF TWIN
 MR0367'POWER POLES, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 MR0367
 MR0367                          STATION RECOVERY (1983)
 MR0367
 MR0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0367'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MR0367'FOLLOWING EXCEPTIONS, CHANGE=ASPHALT ROAD TO GRAVELED ROAD.  ADD 0.3
 MR0367'KM (0.2 MI) NORTH OF A HIGHWAY OVERPASS, AND 0.3 METER (1.0 FT) WEST
 MR0367'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0344 ***********************************************************************
 MR0344  DESIGNATION -  V 135
 MR0344  PID         -  MR0344
 MR0344  STATE/COUNTY-  UT/SUMMIT
 MR0344  COUNTRY     -  US
 MR0344  USGS QUAD   -  DEVILS SLIDE (2017)
 MR0344
 MR0344                         *CURRENT SURVEY CONTROL
 MR0344  ______________________________________________________________________
 MR0344* NAD 83(1986) POSITION- 41 02 14.     (N) 111 30 33.     (W)   SCALED
 MR0344* NAVD 88 ORTHO HEIGHT -  1616.967 (meters)     5305.00  (feet) ADJUSTED
 MR0344  ______________________________________________________________________
 MR0344  GEOID HEIGHT    -        -16.110 (meters)                     GEOID18
 MR0344  DYNAMIC HEIGHT  -       1615.560 (meters)     5300.38  (feet) COMP
 MR0344  MODELED GRAVITY -    979,698.3   (mgal)                       NAVD 88
 MR0344
 MR0344  VERT ORDER      -  FIRST     CLASS II
 MR0344
 MR0344.The horizontal coordinates were scaled from a map and have
 MR0344.an estimated accuracy of +/- 6 seconds.
 MR0344
 MR0344.The orthometric height was determined by differential leveling and
 MR0344.adjusted by the NATIONAL GEODETIC SURVEY
 MR0344.in June 1991.
 MR0344
 MR0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0344.GEOID18 height accuracy estimate available here.
 MR0344
 MR0344.Click photographs - Photos may exist for this station.
 MR0344
 MR0344.The dynamic height is computed by dividing the NAVD 88
 MR0344.geopotential number by the normal gravity value computed on the
 MR0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0344.degrees latitude (g = 980.6199 gals.).
 MR0344
 MR0344.The modeled gravity was interpolated from observed gravity values.
 MR0344
 MR0344;                    North         East    Units  Estimated Accuracy
 MR0344;SPC UT N     - 1,078,170.      499,230.      MT  (+/- 180 meters Scaled)
 MR0344
 MR0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL572430(NAD 83)
 MR0344
 MR0344                          SUPERSEDED SURVEY CONTROL
 MR0344
 MR0344  NGVD 29 (??/??/92) 1615.704  (m)         5300.86   (f) SUPERSEDED  1 2
 MR0344  NGVD 29 (06/08/92) 1615.795  (m)         5301.15   (f) ADJUSTED    1 2
 MR0344
 MR0344.Superseded values are not recommended for survey control.
 MR0344
 MR0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0344.See file dsdata.pdf to determine how the superseded data were derived.
 MR0344
 MR0344_MARKER: DB = BENCH MARK DISK
 MR0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0344_STAMPING: V 135 1958
 MR0344_MARK LOGO: CGS
 MR0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0344+STABILITY: SURFACE MOTION
 MR0344
 MR0344  HISTORY     - Date     Condition        Report By
 MR0344  HISTORY     - 1958     MONUMENTED       CGS
 MR0344  HISTORY     - 1983     GOOD             NGS
 MR0344
 MR0344                          STATION DESCRIPTION
 MR0344
 MR0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0344'2.45 MI SE FROM DEVILS SLIDE.
 MR0344'ABOUT 2.45 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0344'STATION AT DEVILS SLIDE, 5 TELEPHONE POLES NORTHWEST OF MILE POST 958,
 MR0344'AT THE SOUTHEAST END OF A TANGENT IN THE RAILS, 53 FEET NORTHEAST OF
 MR0344'THE NEAR RAIL, 29 FEET SOUTHWEST OF THE CENTER LINE OF OLD U.S.
 MR0344'HIGHWAY 30S, 18 FEET NORTHWEST OF THE CENTER LINE OF AN IRON GATE, 4
 MR0344'FEET SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A METAL WITNESS POST,
 MR0344'ABOUT 2 1/2 FEET ABOVE THE TRACK, AND IN THE TOP OF A CONCRETE POST
 MR0344'PROJECTING 5 INCHES.
 MR0344
 MR0344                          STATION RECOVERY (1983)
 MR0344
 MR0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0344'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0093 ***********************************************************************
 HO0093  DESIGNATION -  V 137
 HO0093  PID         -  HO0093
 HO0093  STATE/COUNTY-  UT/KANE
 HO0093  COUNTRY     -  US
 HO0093  USGS QUAD   -  PETRIFIED HOLLOW (2017)
 HO0093
 HO0093                         *CURRENT SURVEY CONTROL
 HO0093  ______________________________________________________________________
 HO0093* NAD 83(1986) POSITION- 37 02 32.11   (N) 112 12 58.48   (W)   HD_HELD1
 HO0093* NAVD 88 ORTHO HEIGHT -  1661.859 (meters)     5452.28  (feet) ADJUSTED
 HO0093  ______________________________________________________________________
 HO0093  GEOID HEIGHT    -        -22.158 (meters)                     GEOID18
 HO0093  DYNAMIC HEIGHT  -       1659.893 (meters)     5445.83  (feet) COMP
 HO0093  MODELED GRAVITY -    979,389.1   (mgal)                       NAVD 88
 HO0093
 HO0093  VERT ORDER      -  FIRST     CLASS II
 HO0093
 HO0093.The horizontal coordinates were determined by differentially corrected
 HO0093.hand held GPS observations or other comparable positioning techniques
 HO0093.and have an estimated accuracy of +/- 3 meters.
 HO0093
 HO0093.The orthometric height was determined by differential leveling and
 HO0093.adjusted by the NATIONAL GEODETIC SURVEY
 HO0093.in June 1991.
 HO0093
 HO0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0093.GEOID18 height accuracy estimate available here.
 HO0093
 HO0093.Click photographs - Photos may exist for this station.
 HO0093
 HO0093.The dynamic height is computed by dividing the NAVD 88
 HO0093.geopotential number by the normal gravity value computed on the
 HO0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0093.degrees latitude (g = 980.6199 gals.).
 HO0093
 HO0093.The modeled gravity was interpolated from observed gravity values.
 HO0093
 HO0093;                    North         East    Units  Estimated Accuracy
 HO0093;SPC UT S     - 3,041,928.1     436,279.6     MT  (+/- 3 meters HH1 GPS) 
 HO0093
 HO0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG9184100251(NAD 83)
 HO0093
 HO0093                          SUPERSEDED SURVEY CONTROL
 HO0093
 HO0093  NGVD 29 (??/??/92) 1660.833  (m)         5448.92   (f) ADJ UNCH    1 2
 HO0093
 HO0093.Superseded values are not recommended for survey control.
 HO0093
 HO0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0093.See file dsdata.pdf to determine how the superseded data were derived.
 HO0093
 HO0093_MARKER: DB = BENCH MARK DISK
 HO0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0093_STAMPING: V 137 1962
 HO0093_MARK LOGO: CGS
 HO0093_PROJECTION: PROJECTING 15 CENTIMETERS
 HO0093_MAGNETIC: N = NO MAGNETIC MATERIAL
 HO0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0093+STABILITY: SURFACE MOTION
 HO0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0093+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2021
 HO0093
 HO0093  HISTORY     - Date     Condition        Report By
 HO0093  HISTORY     - 1962     MONUMENTED       CGS
 HO0093  HISTORY     - 1983     GOOD             NGS
 HO0093  HISTORY     - 20061225 GOOD             INDIV
 HO0093  HISTORY     - 20151210 GOOD             AZDT
 HO0093  HISTORY     - 20210415 GOOD             USCG
 HO0093
 HO0093                          STATION DESCRIPTION
 HO0093
 HO0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0093'18.35 MI E FROM KANAB.
 HO0093'ABOUT 18.35 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY
 HO0093'SAINTS CHURCH AT KANAB, 118 FEET SOUTHEAST OF MILEPOST NUMBER 18, 2
 HO0093'FEET NORTHWEST OF A FENCE, 158 FEET SOUTHEAST OF THE CENTER LINE OF
 HO0093'THE HIGHWAY, 1.6 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET
 HO0093'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HO0093'PROJECTING 4 INCHES.
 HO0093
 HO0093                          STATION RECOVERY (1983)
 HO0093
 HO0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0093'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  28.75 KM
 HO0093'(17.95 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0093'SAINTS IN KANAB, 3.1 KM (1.95 MI) EAST OF THE BRIDGE OVER SEAMAN WASH,
 HO0093'1.4 KM (0.9 MI) SOUTHWEST OF THE BRIDGE OVER PETRIFIED HOLLOW WASH,
 HO0093'0.8 KM (0.5 MI) SOUTHWEST OF MILEPOST 46, ON THE OUTSIDE OF A LONG
 HO0093'CURVE, 48.1 METERS (158 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 HO0093'0.6 METER (2 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 HO0093'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 HO0093'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 HO0093
 HO0093                          STATION RECOVERY (2006)
 HO0093
 HO0093'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RW)
 HO0093'RECOVERED IN GOOD CONDITION.
 HO0093
 HO0093                          STATION RECOVERY (2015)
 HO0093
 HO0093'RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 2015 (DLR)
 HO0093'RECOVERED IN GOOD CONDITION.
 HO0093
 HO0093                          STATION RECOVERY (2021)
 HO0093
 HO0093'RECOVERY NOTE BY US COAST GUARD 2021 (RS)
 HO0093'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0517 ***********************************************************************
 HN0517  DESIGNATION -  V 138
 HN0517  PID         -  HN0517
 HN0517  STATE/COUNTY-  UT/KANE
 HN0517  COUNTRY     -  US
 HN0517  USGS QUAD   -  FIVEMILE VALLEY (2017)
 HN0517
 HN0517                         *CURRENT SURVEY CONTROL
 HN0517  ______________________________________________________________________
 HN0517* NAD 83(1986) POSITION- 37 09 31.2    (N) 111 58 10.6    (W)   HD_HELD2
 HN0517* NAVD 88 ORTHO HEIGHT -  1501.277 (meters)     4925.44  (feet) ADJUSTED
 HN0517  ______________________________________________________________________
 HN0517  GEOID HEIGHT    -        -22.392 (meters)                     GEOID18
 HN0517  DYNAMIC HEIGHT  -       1499.542 (meters)     4919.75  (feet) COMP
 HN0517  MODELED GRAVITY -    979,422.9   (mgal)                       NAVD 88
 HN0517
 HN0517  VERT ORDER      -  FIRST     CLASS II
 HN0517
 HN0517.The horizontal coordinates were established by autonomous hand held GPS
 HN0517.observations and have an estimated accuracy of +/- 10 meters.
 HN0517
 HN0517.The orthometric height was determined by differential leveling and
 HN0517.adjusted by the NATIONAL GEODETIC SURVEY
 HN0517.in June 1991.
 HN0517
 HN0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0517.GEOID18 height accuracy estimate available here.
 HN0517
 HN0517.Click photographs - Photos may exist for this station.
 HN0517
 HN0517.The dynamic height is computed by dividing the NAVD 88
 HN0517.geopotential number by the normal gravity value computed on the
 HN0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0517.degrees latitude (g = 980.6199 gals.).
 HN0517
 HN0517.The modeled gravity was interpolated from observed gravity values.
 HN0517
 HN0517;                    North         East    Units  Estimated Accuracy
 HN0517;SPC UT S     - 3,054,709.      458,286.      MT  (+/- 10 meters HH2 GPS)
 HN0517
 HN0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG1390612914(NAD 83)
 HN0517
 HN0517                          SUPERSEDED SURVEY CONTROL
 HN0517
 HN0517  NGVD 29 (??/??/92) 1500.288  (m)         4922.19   (f) ADJ UNCH    1 2
 HN0517
 HN0517.Superseded values are not recommended for survey control.
 HN0517
 HN0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0517.See file dsdata.pdf to determine how the superseded data were derived.
 HN0517
 HN0517_MARKER: DB = BENCH MARK DISK
 HN0517_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HN0517_SP_SET: CULVERT HEADWALL
 HN0517_STAMPING: V 138 1962
 HN0517_MARK LOGO: CGS
 HN0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0517+STABILITY: SURFACE MOTION
 HN0517
 HN0517  HISTORY     - Date     Condition        Report By
 HN0517  HISTORY     - 1962     MONUMENTED       CGS
 HN0517  HISTORY     - 1983     GOOD             NGS
 HN0517
 HN0517                          STATION DESCRIPTION
 HN0517
 HN0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0517'36.5 MI W FROM PAGE, AZ.
 HN0517'ABOUT 36.5 MILES WEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END OF
 HN0517'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  OR ABOUT 37.0 MILES EAST
 HN0517'ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY SAINTS CHURCH AT KANAB,
 HN0517'UTAH.  0.35 MILE NORTH OF MILEPOST NUMBER 37, 40 FEET WEST OF THE
 HN0517'CENTERLINE OF THE HIGHWAY, ABOUT 3 FEET BELOW THE LEVEL OF THE
 HN0517'HIGHWAY, AND SET IN THE TOP OF THE NORTH END OF THE WEST HEADWALL OF A
 HN0517'METAL CULVERT.
 HN0517
 HN0517                          STATION RECOVERY (1983)
 HN0517
 HN0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0517'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  58.4 KM
 HN0517'(36.5 MI) WEST ALONG US HIGHWAY 89 FROM THE WEST END OF THE GLEN
 HN0517'CANYON BRIDGE IN PAGE AZ, IN TOP OF THE NORTH END OF THE WEST HEADWALL
 HN0517'FOR A 9- BY 18-FOOT CORRUGATED METAL PIPE CULVERT UNDER THE HIGHWAY
 HN0517'FOR SAND GULCH, 58.25 KM (36.4 MI) SOUTHEAST OF KANAB UT, 12.2 METERS
 HN0517'(40 FT) WEST OF THE HIGHWAY CENTERLINE, 50.3 METERS (165.5 FT)
 HN0517'NORTHWEST ACROSS THE HIGHWAY FROM MILEPOST 28.
 HN0517'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0541 ***********************************************************************
 HN0541  DESIGNATION -  V 139
 HN0541  PID         -  HN0541
 HN0541  STATE/COUNTY-  UT/KANE
 HN0541  COUNTRY     -  US
 HN0541  USGS QUAD   -  BIG WATER (2017)
 HN0541
 HN0541                         *CURRENT SURVEY CONTROL
 HN0541  ______________________________________________________________________
 HN0541* NAD 83(1986) POSITION- 37 04 07.     (N) 111 38 56.     (W)   SCALED
 HN0541* NAVD 88 ORTHO HEIGHT -  1229.272 (meters)     4033.04  (feet) ADJUSTED
 HN0541  ______________________________________________________________________
 HN0541  GEOID HEIGHT    -        -23.229 (meters)                     GEOID18
 HN0541  DYNAMIC HEIGHT  -       1227.874 (meters)     4028.45  (feet) COMP
 HN0541  MODELED GRAVITY -    979,452.6   (mgal)                       NAVD 88
 HN0541
 HN0541  VERT ORDER      -  FIRST     CLASS II
 HN0541
 HN0541.The horizontal coordinates were scaled from a map and have
 HN0541.an estimated accuracy of +/- 6 seconds.
 HN0541
 HN0541.The orthometric height was determined by differential leveling and
 HN0541.adjusted by the NATIONAL GEODETIC SURVEY
 HN0541.in June 1991.
 HN0541
 HN0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0541.GEOID18 height accuracy estimate available here.
 HN0541
 HN0541.Click photographs - Photos may exist for this station.
 HN0541
 HN0541.The dynamic height is computed by dividing the NAVD 88
 HN0541.geopotential number by the normal gravity value computed on the
 HN0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0541.degrees latitude (g = 980.6199 gals.).
 HN0541
 HN0541.The modeled gravity was interpolated from observed gravity values.
 HN0541
 HN0541;                    North         East    Units  Estimated Accuracy
 HN0541;SPC UT S     - 3,044,620.      486,760.      MT  (+/- 180 meters Scaled)
 HN0541
 HN0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG423026(NAD 83)
 HN0541
 HN0541                          SUPERSEDED SURVEY CONTROL
 HN0541
 HN0541  NGVD 29 (??/??/92) 1228.317  (m)         4029.90   (f) ADJ UNCH    1 2
 HN0541
 HN0541.Superseded values are not recommended for survey control.
 HN0541
 HN0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0541.See file dsdata.pdf to determine how the superseded data were derived.
 HN0541
 HN0541_MARKER: DB = BENCH MARK DISK
 HN0541_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HN0541_SP_SET: CULVERT HEADWALL
 HN0541_STAMPING: V 139 1962
 HN0541_MARK LOGO: CGS
 HN0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0541+STABILITY: SURFACE MOTION
 HN0541
 HN0541  HISTORY     - Date     Condition        Report By
 HN0541  HISTORY     - 1962     MONUMENTED       CGS
 HN0541  HISTORY     - 1983     GOOD             NGS
 HN0541
 HN0541                          STATION DESCRIPTION
 HN0541
 HN0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0541'14.2 MI NW FROM PAGE, AZ.
 HN0541'ABOUT 14.2 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 HN0541'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.9 MILE SOUTHEAST OF
 HN0541'A CHEVRON SERVICE STATION AT GLEN CANYON CITY, 0.45 MILE SOUTHEAST OF
 HN0541'MILEPOST NUMBER 58, 40 FEET SOUTHWEST OF THE CENTERLINE OF THE
 HN0541'HIGHWAY, 1.6 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 8 FEET
 HN0541'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE SOUTHEAST
 HN0541'END OF THE SOUTHWEST HEADWALL OF A 60-INCH METAL CULVERT.
 HN0541
 HN0541                          STATION RECOVERY (1983)
 HN0541
 HN0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0541'RECOVERED IN GOOD CONDITION.  OMIT--0.45 MI SOUTHEAST OF MILEPOST 58.
 HN0541'ADD--0.55 KM (0.35 MI) NORTHWEST OF MILEPOST 6.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0092 ***********************************************************************
 KN0092  DESIGNATION -  V 14
 KN0092  PID         -  KN0092
 KN0092  STATE/COUNTY-  UT/CARBON
 KN0092  COUNTRY     -  US
 KN0092  USGS QUAD   -  HELPER (2017)
 KN0092
 KN0092                         *CURRENT SURVEY CONTROL
 KN0092  ______________________________________________________________________
 KN0092* NAD 83(1986) POSITION- 39 39 45.5    (N) 110 51 22.1    (W)   HD_HELD2
 KN0092* NAVD 88 ORTHO HEIGHT -  1755.017 (meters)     5757.92  (feet) ADJUSTED
 KN0092  ______________________________________________________________________
 KN0092  GEOID HEIGHT    -        -16.466 (meters)                     GEOID18
 KN0092  DYNAMIC HEIGHT  -       1753.307 (meters)     5752.31  (feet) COMP
 KN0092  MODELED GRAVITY -    979,590.3   (mgal)                       NAVD 88
 KN0092
 KN0092  VERT ORDER      -  FIRST     CLASS II
 KN0092
 KN0092.The horizontal coordinates were established by autonomous hand held GPS
 KN0092.observations and have an estimated accuracy of +/- 10 meters.
 KN0092
 KN0092.The orthometric height was determined by differential leveling and
 KN0092.adjusted by the NATIONAL GEODETIC SURVEY
 KN0092.in June 1991.
 KN0092
 KN0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0092.GEOID18 height accuracy estimate available here.
 KN0092
 KN0092.Click photographs - Photos may exist for this station.
 KN0092
 KN0092.The dynamic height is computed by dividing the NAVD 88
 KN0092.geopotential number by the normal gravity value computed on the
 KN0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0092.degrees latitude (g = 980.6199 gals.).
 KN0092
 KN0092.The modeled gravity was interpolated from observed gravity values.
 KN0092
 KN0092;                    North         East    Units  Estimated Accuracy
 KN0092;SPC UT C     - 2,147,776.      555,246.      MT  (+/- 10 meters HH2 GPS)
 KN0092
 KN0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ1234090324(NAD 83)
 KN0092
 KN0092                          SUPERSEDED SURVEY CONTROL
 KN0092
 KN0092  NGVD 29 (??/??/92) 1753.944  (m)         5754.40   (f) ADJ UNCH    1 2
 KN0092
 KN0092.Superseded values are not recommended for survey control.
 KN0092
 KN0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0092.See file dsdata.pdf to determine how the superseded data were derived.
 KN0092
 KN0092_MARKER: DB = BENCH MARK DISK
 KN0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0092_STAMPING: 5754.398 V 14 1927
 KN0092_MARK LOGO: CGS
 KN0092_PROJECTION: PROJECTING 20 CENTIMETERS
 KN0092_MAGNETIC: N = NO MAGNETIC MATERIAL
 KN0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0092+STABILITY: SURFACE MOTION
 KN0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0092+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2023
 KN0092
 KN0092  HISTORY     - Date     Condition        Report By
 KN0092  HISTORY     - 1927     MONUMENTED       CGS
 KN0092  HISTORY     - 1954     GOOD             CGS
 KN0092  HISTORY     - 20230909 GOOD             NGSTM
 KN0092
 KN0092                          STATION DESCRIPTION
 KN0092
 KN0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KN0092'1.5 MI S FROM HELPER.
 KN0092'1.5 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KN0092'HELPER, CARBON COUNTY, 20 FEET SOUTH OF THE CROSSING OF THE SPRING
 KN0092'GLEN ROAD, AND 35-1/2 FEET WEST OF THE CENTERLINE OF THE TRACK.  A
 KN0092'STANDARD DISK, STAMPED 5754.398 V 14 1927 AND SET IN THE TOP OF A
 KN0092'CONCRETE POST.
 KN0092
 KN0092                          STATION RECOVERY (2023)
 KN0092
 KN0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2023 (DW)
 KN0092'MONUMENT IS DAMAGED, BUT DISK IS SOLID. STATION IS ALONG N. SPRING
 KN0092'GLEN ROAD (OLD US 6 AND US 50), OPPOSITE HOUSE AT NUMBER 4255. THERE
 KN0092'IS NO ROAD CROSSING. DRGW RAILROAD IS NOW UNION PACIFIC. 0.6 M (2.0
 KN0092'FT) SOUTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0088 ***********************************************************************
 HN0088  DESIGNATION -  V 140
 HN0088  PID         -  HN0088
 HN0088  STATE/COUNTY-  UT/SAN JUAN
 HN0088  COUNTRY     -  US
 HN0088  USGS QUAD   -  RED HOUSE SPRING (2017)
 HN0088
 HN0088                         *CURRENT SURVEY CONTROL
 HN0088  ______________________________________________________________________
 HN0088* NAD 83(1986) POSITION- 37 26 28.     (N) 110 12 11.     (W)   SCALED
 HN0088* NAVD 88 ORTHO HEIGHT -  1517.687 (meters)     4979.28  (feet) ADJUSTED
 HN0088  ______________________________________________________________________
 HN0088  GEOID HEIGHT    -        -20.972 (meters)                     GEOID18
 HN0088  DYNAMIC HEIGHT  -       1515.983 (meters)     4973.69  (feet) COMP
 HN0088  MODELED GRAVITY -    979,454.7   (mgal)                       NAVD 88
 HN0088
 HN0088  VERT ORDER      -  FIRST     CLASS II
 HN0088
 HN0088.The horizontal coordinates were scaled from a map and have
 HN0088.an estimated accuracy of +/- 6 seconds.
 HN0088
 HN0088.The orthometric height was determined by differential leveling and
 HN0088.adjusted by the NATIONAL GEODETIC SURVEY
 HN0088.in June 1991.
 HN0088
 HN0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0088.GEOID18 height accuracy estimate available here.
 HN0088
 HN0088.Click photographs - Photos may exist for this station.
 HN0088
 HN0088.The dynamic height is computed by dividing the NAVD 88
 HN0088.geopotential number by the normal gravity value computed on the
 HN0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0088.degrees latitude (g = 980.6199 gals.).
 HN0088
 HN0088.The modeled gravity was interpolated from observed gravity values.
 HN0088
 HN0088;                    North         East    Units  Estimated Accuracy
 HN0088;SPC UT S     - 3,086,750.      614,770.      MT  (+/- 180 meters Scaled)
 HN0088
 HN0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG704441(NAD 83)
 HN0088
 HN0088                          SUPERSEDED SURVEY CONTROL
 HN0088
 HN0088  NGVD 29 (??/??/92) 1516.705  (m)         4976.06   (f) ADJ UNCH    1 2
 HN0088
 HN0088.Superseded values are not recommended for survey control.
 HN0088
 HN0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0088.See file dsdata.pdf to determine how the superseded data were derived.
 HN0088
 HN0088_MARKER: DB = BENCH MARK DISK
 HN0088_SETTING: 66 = SET IN ROCK OUTCROP
 HN0088_STAMPING: V 140 1962
 HN0088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0088+STABILITY: POSITION/ELEVATION WELL
 HN0088
 HN0088  HISTORY     - Date     Condition        Report By
 HN0088  HISTORY     - 1962     MONUMENTED       CGS
 HN0088  HISTORY     - 1982     GOOD             USGS
 HN0088  HISTORY     - 1982     GOOD             USGS
 HN0088
 HN0088                          STATION DESCRIPTION
 HN0088
 HN0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0088'26.95 MI S FROM FRY CANYON.
 HN0088'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0088'AT FRY CANYON.  THENCE 14.45 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 HN0088'175 FEET EAST OF THE CENTERLINE OF THE ROAD, 98.0 FEET EAST OF A METAL
 HN0088'WITNESS POST, 7.3 FEET WEST OF A CEDAR TREE, ABOUT 6 1/2 FEET BELOW
 HN0088'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A LARGE FLAT ROCK OUTCROP
 HN0088'WHICH IS FLUSH WITH THE GROUND.
 HN0088
 HN0088                          STATION RECOVERY (1982)
 HN0088
 HN0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0088'FRY CANYON, 25.65 MILES SOUTH OF, ABOUT 12.0 MILES SOUTHEAST ALONG
 HN0088'STATE HWY. 95 FROM THE POST OFFICE AT FRY CANYON, THENCE 13.65 MILES
 HN0088'SOUTHWEST ALONG STATE HWY. 263, AT THE SOUTHWEST END OF ALONG SHALLOW
 HN0088'CUT IN THE HIGHWAY GRADE, 220 FEET SOUTHEAST OF THE CENTERLINE OF THE
 HN0088'HWY, 98.0 FEET EAST OF A METAL WITNESS POST, AND SET IN TOP OF A
 HN0088'LARGE FLAT ROCK OUTCROP FLUSH WITH THE GROUND.
 HN0088
 HN0088                          STATION RECOVERY (1982)
 HN0088
 HN0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0088'FRY CANYON, 25.65 MILES SOUTH OF, ABOUT 12.0 MILES SOUTHEAST ALONG
 HN0088'STATE HWY. 95 FROM THE POST OFFICE AT FRY CANYON, THENCE 13.65 MILES
 HN0088'SOUTHWEST ALONG STATE HWY. 263, AT THE SOUTHWEST END OF ALONG SHALLOW
 HN0088'CUT IN THE HIGHWAY GRADE, 220 FEET SOUTHEAST OF THE CENTERLINE OF THE
 HN0088'HWY, 98.0 FEET EAST OF A METAL WITNESS POST, AND SET IN TOP OF A
 HN0088'LARGE FLAT ROCK OUTCROP FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0097 ***********************************************************************
 HN0097  DESIGNATION -  V 141
 HN0097  PID         -  HN0097
 HN0097  STATE/COUNTY-  UT/SAN JUAN
 HN0097  COUNTRY     -  US
 HN0097  USGS QUAD   -  CLAY HILLS (2017)
 HN0097
 HN0097                         *CURRENT SURVEY CONTROL
 HN0097  ______________________________________________________________________
 HN0097* NAD 83(1986) POSITION- 37 25 16.     (N) 110 18 51.     (W)   SCALED
 HN0097* NAVD 88 ORTHO HEIGHT -  1631.882 (meters)     5353.93  (feet) ADJUSTED
 HN0097  ______________________________________________________________________
 HN0097  GEOID HEIGHT    -        -21.358 (meters)                     GEOID18
 HN0097  DYNAMIC HEIGHT  -       1630.017 (meters)     5347.81  (feet) COMP
 HN0097  MODELED GRAVITY -    979,429.8   (mgal)                       NAVD 88
 HN0097
 HN0097  VERT ORDER      -  FIRST     CLASS II
 HN0097
 HN0097.The horizontal coordinates were scaled from a map and have
 HN0097.an estimated accuracy of +/- 6 seconds.
 HN0097
 HN0097.The orthometric height was determined by differential leveling and
 HN0097.adjusted by the NATIONAL GEODETIC SURVEY
 HN0097.in June 1991.
 HN0097
 HN0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0097.GEOID18 height accuracy estimate available here.
 HN0097
 HN0097.Click photographs - Photos may exist for this station.
 HN0097
 HN0097.The dynamic height is computed by dividing the NAVD 88
 HN0097.geopotential number by the normal gravity value computed on the
 HN0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0097.degrees latitude (g = 980.6199 gals.).
 HN0097
 HN0097.The modeled gravity was interpolated from observed gravity values.
 HN0097
 HN0097;                    North         East    Units  Estimated Accuracy
 HN0097;SPC UT S     - 3,084,400.      604,960.      MT  (+/- 180 meters Scaled)
 HN0097
 HN0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG606418(NAD 83)
 HN0097
 HN0097                          SUPERSEDED SURVEY CONTROL
 HN0097
 HN0097  NGVD 29 (??/??/92) 1630.876  (m)         5350.63   (f) ADJ UNCH    1 2
 HN0097
 HN0097.Superseded values are not recommended for survey control.
 HN0097
 HN0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0097.See file dsdata.pdf to determine how the superseded data were derived.
 HN0097
 HN0097_MARKER: DB = BENCH MARK DISK
 HN0097_SETTING: 66 = SET IN ROCK OUTCROP
 HN0097_STAMPING: V 141 1962
 HN0097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0097+STABILITY: POSITION/ELEVATION WELL
 HN0097
 HN0097  HISTORY     - Date     Condition        Report By
 HN0097  HISTORY     - 1962     MONUMENTED       CGS
 HN0097
 HN0097                          STATION DESCRIPTION
 HN0097
 HN0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0097'34.95 MI SW FROM FRY CANYON.
 HN0097'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0097'AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0097'THENCE 2.95 MILES WEST ALONG A GRADED DIRT ROAD LEADING THROUGH CLAY
 HN0097'HILLS DIVIDE, ON THE INSIDE OF A SHARP CURVE OF THE DIRT ROAD, 20 FEET
 HN0097'SOUTH OF A LARGE SQUARE-SHAPED BOULDER, 6.5 FEET WEST OF A METAL
 HN0097'WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 HN0097'TOP OF A FLAT ROCK OUTCROP WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0135 ***********************************************************************
 HN0135  DESIGNATION -  V 142
 HN0135  PID         -  HN0135
 HN0135  STATE/COUNTY-  UT/SAN JUAN
 HN0135  COUNTRY     -  US
 HN0135  USGS QUAD   -  MONITOR BUTTE (2017)
 HN0135
 HN0135                         *CURRENT SURVEY CONTROL
 HN0135  ______________________________________________________________________
 HN0135* NAD 83(1986) POSITION- 37 10 05.     (N) 110 25 24.     (W)   SCALED
 HN0135* NAVD 88 ORTHO HEIGHT -  1247.479 (meters)     4092.77  (feet) ADJUSTED
 HN0135  ______________________________________________________________________
 HN0135  GEOID HEIGHT    -        -21.704 (meters)                     GEOID18
 HN0135  DYNAMIC HEIGHT  -       1246.117 (meters)     4088.30  (feet) COMP
 HN0135  MODELED GRAVITY -    979,496.3   (mgal)                       NAVD 88
 HN0135
 HN0135  VERT ORDER      -  FIRST     CLASS II
 HN0135
 HN0135.The horizontal coordinates were scaled from a map and have
 HN0135.an estimated accuracy of +/- 6 seconds.
 HN0135
 HN0135.The orthometric height was determined by differential leveling and
 HN0135.adjusted by the NATIONAL GEODETIC SURVEY
 HN0135.in June 1991.
 HN0135
 HN0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0135.GEOID18 height accuracy estimate available here.
 HN0135
 HN0135.Click photographs - Photos may exist for this station.
 HN0135
 HN0135.The dynamic height is computed by dividing the NAVD 88
 HN0135.geopotential number by the normal gravity value computed on the
 HN0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0135.degrees latitude (g = 980.6199 gals.).
 HN0135
 HN0135.The modeled gravity was interpolated from observed gravity values.
 HN0135
 HN0135;                    North         East    Units  Estimated Accuracy
 HN0135;SPC UT S     - 3,056,200.      595,620.      MT  (+/- 180 meters Scaled)
 HN0135
 HN0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG511136(NAD 83)
 HN0135
 HN0135                          SUPERSEDED SURVEY CONTROL
 HN0135
 HN0135  NGVD 29 (??/??/92) 1246.604  (m)         4089.90   (f) ADJ UNCH    1 2
 HN0135
 HN0135.Superseded values are not recommended for survey control.
 HN0135
 HN0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0135.See file dsdata.pdf to determine how the superseded data were derived.
 HN0135
 HN0135_MARKER: DB = BENCH MARK DISK
 HN0135_SETTING: 66 = SET IN ROCK OUTCROP
 HN0135_STAMPING: V 142 1962
 HN0135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0135+STABILITY: POSITION/ELEVATION WELL
 HN0135
 HN0135  HISTORY     - Date     Condition        Report By
 HN0135  HISTORY     - 1962     MONUMENTED       CGS
 HN0135  HISTORY     - 1982     GOOD             USGS
 HN0135  HISTORY     - 1982     GOOD             USGS
 HN0135
 HN0135                          STATION DESCRIPTION
 HN0135
 HN0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0135'13.05 MI NW FROM OLJATO.
 HN0135'ABOUT 13.05 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0135'FROM THE TRADING POST AT OLJATO, 251 FEET EAST OF THE CENTERLINE OF
 HN0135'THE DIRT ROAD, 9 FEET NORTH OF THE EDGE OF A ROCK LEDGE, 5.8 FEET
 HN0135'NORTH OF A METAL WITNESS POST, 2.4 FEET SOUTHEAST OF A ROCK CAIRN,
 HN0135'ABOUT 3 FEET ABOVE THE LEVEL OF THE DIRT ROAD, AND SET IN THE TOP OF A
 HN0135'RED SANDSTONE LEDGE WHICH IS ON THE NORTH BANK OF A SMALL WASH.
 HN0135
 HN0135                          STATION RECOVERY (1982)
 HN0135
 HN0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0135'FROM THE TRADING POST AT OLJETO, N. 2.3 MI ALONG PAVED RD. TO A
 HN0135'BLADED RD. LEADING TO COPPER CANYON, WNW. ALONG BLADED RD. 8.6 MI TO
 HN0135'A Y-RD. N. LEADING TO PIUTE FARMS, N ALONG RD. 3.85 MI AND JUST N. OF
 HN0135'A SMALL WASH, BM IS 251 FT E. OF THE CENTERLINE OF RD., 2.4 FT SE. OF
 HN0135'A ROCK CAIRN IN THE NW CORNER OF THE NE QUARTER LEDGE WHICH IS ON THE
 HN0135'N. BANK OF A SMALL WASH.
 HN0135
 HN0135                          STATION RECOVERY (1982)
 HN0135
 HN0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0135'FROM THE TRADING POST AT OLJETO, N. 2.3 MI ALONG PAVED RD. TO A
 HN0135'BLADED RD. LEADING TO COPPER CANYON, WNW. ALONG BLADED RD. 8.6 MI TO
 HN0135'A Y-RD. N. LEADING TO PIUTE FARMS, N ALONG RD. 3.85 MI AND JUST N. OF
 HN0135'A SMALL WASH, BM IS 251 FT E. OF THE CENTERLINE OF RD., 2.4 FT SE. OF
 HN0135'A ROCK CAIRN IN THE NW CORNER OF THE NE QUARTER LEDGE WHICH IS ON THE
 HN0135'N. BANK OF A SMALL WASH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0557 ***********************************************************************
 HN0557  DESIGNATION -  V 143
 HN0557  PID         -  HN0557
 HN0557  STATE/COUNTY-  UT/KANE
 HN0557  COUNTRY     -  US
 HN0557  USGS QUAD   -  LONE ROCK (2017)
 HN0557
 HN0557                         *CURRENT SURVEY CONTROL
 HN0557  ______________________________________________________________________
 HN0557* NAD 83(1986) POSITION- 37 03 59.     (N) 111 34 46.     (W)   SCALED
 HN0557* NAVD 88 ORTHO HEIGHT -  1201.381 (meters)     3941.53  (feet) ADJUSTED
 HN0557  ______________________________________________________________________
 HN0557  GEOID HEIGHT    -        -23.310 (meters)                     GEOID18
 HN0557  DYNAMIC HEIGHT  -       1200.037 (meters)     3937.12  (feet) COMP
 HN0557  MODELED GRAVITY -    979,472.1   (mgal)                       NAVD 88
 HN0557
 HN0557  VERT ORDER      -  FIRST     CLASS II
 HN0557
 HN0557.The horizontal coordinates were scaled from a map and have
 HN0557.an estimated accuracy of +/- 6 seconds.
 HN0557
 HN0557.The orthometric height was determined by differential leveling and
 HN0557.adjusted by the NATIONAL GEODETIC SURVEY
 HN0557.in June 1991.
 HN0557
 HN0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0557.GEOID18 height accuracy estimate available here.
 HN0557
 HN0557.Click photographs - Photos may exist for this station.
 HN0557
 HN0557.The dynamic height is computed by dividing the NAVD 88
 HN0557.geopotential number by the normal gravity value computed on the
 HN0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0557.degrees latitude (g = 980.6199 gals.).
 HN0557
 HN0557.The modeled gravity was interpolated from observed gravity values.
 HN0557
 HN0557;                    North         East    Units  Estimated Accuracy
 HN0557;SPC UT S     - 3,044,370.      492,930.      MT  (+/- 180 meters Scaled)
 HN0557
 HN0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG484023(NAD 83)
 HN0557
 HN0557                          SUPERSEDED SURVEY CONTROL
 HN0557
 HN0557  NGVD 29 (??/??/92) 1200.483  (m)         3938.58   (f) ADJ UNCH    1 2
 HN0557
 HN0557.Superseded values are not recommended for survey control.
 HN0557
 HN0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0557.See file dsdata.pdf to determine how the superseded data were derived.
 HN0557
 HN0557_MARKER: DB = BENCH MARK DISK
 HN0557_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HN0557_SP_SET: UNSPEC. ROCK
 HN0557_STAMPING: V 143 1962
 HN0557_MARK LOGO: CGS
 HN0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0557
 HN0557  HISTORY     - Date     Condition        Report By
 HN0557  HISTORY     - 1962     MONUMENTED       CGS
 HN0557
 HN0557                          STATION DESCRIPTION
 HN0557
 HN0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0557'20.35 MI NW FROM PAGE, AZ.
 HN0557'ABOUT 11.6 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 HN0557'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  THENCE 1.1 MILES EAST
 HN0557'ALONG A DIRT ROAD AND ACROSS WAHWEAP CREEK TO THE NORTHEAST BANK OF
 HN0557'WAHWEAP CREEK.  THENCE 2.1 MILES EAST ALONG THE NORTHEAST CANYON WALL
 HN0557'OF WAHWEAP CREEK.  THENCE 1.1 MILES NORTH TO THE TOP OF AND ALONG A
 HN0557'MESA TO THE CREST OF A HILL AND HEAD OF A SMALL CANYON. THENCE 1.45
 HN0557'MILES NORTH-NORTHWEST ACROSS ROCKY AND SANDY TERRAIN, AT THE WEST RIM
 HN0557'OF A CANYON, ABOUT 0.1 MILE SOUTHWEST OF AND ACROSS THE CANYON FROM
 HN0557'BENCH MARK W 143, ABOUT 200 FEET EAST OF A SMALL ROCK BUTTE, 30 FEET
 HN0557'WEST OF THE WEST EDGE OF THE CANYON, AND SET IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0476 ***********************************************************************
 HN0476  DESIGNATION -  V 145
 HN0476  PID         -  HN0476
 HN0476  STATE/COUNTY-  UT/KANE
 HN0476  COUNTRY     -  US
 HN0476  USGS QUAD   -  NAVAJO POINT (2017)
 HN0476
 HN0476                         *CURRENT SURVEY CONTROL
 HN0476  ______________________________________________________________________
 HN0476* NAD 83(1986) POSITION- 37 14 00.     (N) 111 00 21.     (W)   SCALED
 HN0476* NAVD 88 ORTHO HEIGHT -  1784.824 (meters)     5855.71  (feet) ADJUSTED
 HN0476  ______________________________________________________________________
 HN0476  GEOID HEIGHT    -        -22.664 (meters)                     GEOID18
 HN0476  DYNAMIC HEIGHT  -       1782.560 (meters)     5848.28  (feet) COMP
 HN0476  MODELED GRAVITY -    979,300.0   (mgal)                       NAVD 88
 HN0476
 HN0476  VERT ORDER      -  FIRST     CLASS II
 HN0476
 HN0476.The horizontal coordinates were scaled from a map and have
 HN0476.an estimated accuracy of +/- 6 seconds.
 HN0476
 HN0476.The orthometric height was determined by differential leveling and
 HN0476.adjusted by the NATIONAL GEODETIC SURVEY
 HN0476.in June 1991.
 HN0476
 HN0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0476.GEOID18 height accuracy estimate available here.
 HN0476
 HN0476.Click photographs - Photos may exist for this station.
 HN0476
 HN0476.The dynamic height is computed by dividing the NAVD 88
 HN0476.geopotential number by the normal gravity value computed on the
 HN0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0476.degrees latitude (g = 980.6199 gals.).
 HN0476
 HN0476.The modeled gravity was interpolated from observed gravity values.
 HN0476
 HN0476;                    North         East    Units  Estimated Accuracy
 HN0476;SPC UT S     - 3,063,010.      543,850.      MT  (+/- 180 meters Scaled)
 HN0476
 HN0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG994207(NAD 83)
 HN0476
 HN0476                          SUPERSEDED SURVEY CONTROL
 HN0476
 HN0476  NGVD 29 (??/??/92) 1783.700  (m)         5852.02   (f) ADJ UNCH    1 2
 HN0476
 HN0476.Superseded values are not recommended for survey control.
 HN0476
 HN0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0476.See file dsdata.pdf to determine how the superseded data were derived.
 HN0476
 HN0476_MARKER: DB = BENCH MARK DISK
 HN0476_SETTING: 80 = SET IN A BOULDER
 HN0476_STAMPING: V 145 1962
 HN0476_MARK LOGO: CGS
 HN0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0476+STABILITY: SURFACE MOTION
 HN0476
 HN0476  HISTORY     - Date     Condition        Report By
 HN0476  HISTORY     - 1962     MONUMENTED       CGS
 HN0476
 HN0476                          STATION DESCRIPTION
 HN0476
 HN0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0476'9.75 MI W FROM HOLE IN THE ROCK.
 HN0476'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0476'THENCE 0.1 MILE SOUTH ALONG A SANDY TRAIL RAOD LEADING TO A CABIN.
 HN0476'THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND AROUND THE
 HN0476'BASE OF A LARGE SANDSTONE FORMATION. THENCE 1.5 MILES SOUTHWEST AND UP
 HN0476'A CATTLE TRAIL, AT THE HEAD OF A CANYON AND AT THE NORTHEAST EDGE OF A
 HN0476'PLATEAU WHICH EXTENDS OUT FROM STRAIGHT CLIFFS, 87 FEET SOUTH OF A
 HN0476'SMALL CEDAR BUSH, 45.5 FEET WEST OF A METAL WITNESS POST, AND SET IN
 HN0476'THE TOP OF A LONG BOULDER AND ON THE WEST SIDE OF A KNOLL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0315 ***********************************************************************
 HN0315  DESIGNATION -  V 146
 HN0315  PID         -  HN0315
 HN0315  STATE/COUNTY-  UT/KANE
 HN0315  COUNTRY     -  US
 HN0315  USGS QUAD   -  THE RINCON NE (2017)
 HN0315
 HN0315                         *CURRENT SURVEY CONTROL
 HN0315  ______________________________________________________________________
 HN0315* NAD 83(1986) POSITION- 37 28 51.     (N) 110 47 43.     (W)   SCALED
 HN0315* NAVD 88 ORTHO HEIGHT -  1199.049 (meters)     3933.88  (feet) ADJUSTED
 HN0315  ______________________________________________________________________
 HN0315  GEOID HEIGHT    -        -22.381 (meters)                     GEOID18
 HN0315  DYNAMIC HEIGHT  -       1197.695 (meters)     3929.44  (feet) COMP
 HN0315  MODELED GRAVITY -    979,461.3   (mgal)                       NAVD 88
 HN0315
 HN0315  VERT ORDER      -  FIRST     CLASS II
 HN0315
 HN0315.The horizontal coordinates were scaled from a map and have
 HN0315.an estimated accuracy of +/- 6 seconds.
 HN0315
 HN0315.The orthometric height was determined by differential leveling and
 HN0315.adjusted by the NATIONAL GEODETIC SURVEY
 HN0315.in June 1991.
 HN0315
 HN0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0315.GEOID18 height accuracy estimate available here.
 HN0315
 HN0315.Click photographs - Photos may exist for this station.
 HN0315
 HN0315.The dynamic height is computed by dividing the NAVD 88
 HN0315.geopotential number by the normal gravity value computed on the
 HN0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0315.degrees latitude (g = 980.6199 gals.).
 HN0315
 HN0315.The modeled gravity was interpolated from observed gravity values.
 HN0315
 HN0315;                    North         East    Units  Estimated Accuracy
 HN0315;SPC UT S     - 3,090,590.      562,330.      MT  (+/- 180 meters Scaled)
 HN0315
 HN0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG181482(NAD 83)
 HN0315
 HN0315                          SUPERSEDED SURVEY CONTROL
 HN0315
 HN0315  NGVD 29 (??/??/92) 1198.000  (m)         3930.44   (f) ADJ UNCH    1 2
 HN0315
 HN0315.Superseded values are not recommended for survey control.
 HN0315
 HN0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0315.See file dsdata.pdf to determine how the superseded data were derived.
 HN0315
 HN0315_MARKER: DB = BENCH MARK DISK
 HN0315_SETTING: 66 = SET IN ROCK OUTCROP
 HN0315_STAMPING: V 146 1962
 HN0315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0315+STABILITY: POSITION/ELEVATION WELL
 HN0315
 HN0315  HISTORY     - Date     Condition        Report By
 HN0315  HISTORY     - 1962     MONUMENTED       CGS
 HN0315
 HN0315                          STATION DESCRIPTION
 HN0315
 HN0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0315'13.0 MI S FROM HALL DIVIDE.
 HN0315'7.6 MILES SOUTH-SOUTHEAST ALONG HALL CREEK FROM THE TOP OF HALL
 HN0315'DIVIDE.  THENCE 5.4 MILES SOUTH-SOUTHWEST ACROSS COUNTRY TOWARDS THE
 HN0315'COLORADO RIVER, ABOUT 350 FEET NORTHWEST OF A SOLID ROCK WASH, AND SET
 HN0315'IN THE TOP OF BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0252 ***********************************************************************
 HN0252  DESIGNATION -  V 147
 HN0252  PID         -  HN0252
 HN0252  STATE/COUNTY-  UT/SAN JUAN
 HN0252  COUNTRY     -  US
 HN0252  USGS QUAD   -  NOKAI DOME (2017)
 HN0252
 HN0252                         *CURRENT SURVEY CONTROL
 HN0252  ______________________________________________________________________
 HN0252* NAD 83(1986) POSITION- 37 22 11.     (N) 110 35 16.     (W)   SCALED
 HN0252* NAVD 88 ORTHO HEIGHT -  1335.338 (meters)     4381.02  (feet) ADJUSTED
 HN0252  ______________________________________________________________________
 HN0252  GEOID HEIGHT    -        -22.288 (meters)                     GEOID18
 HN0252  DYNAMIC HEIGHT  -       1333.785 (meters)     4375.93  (feet) COMP
 HN0252  MODELED GRAVITY -    979,422.7   (mgal)                       NAVD 88
 HN0252
 HN0252  VERT ORDER      -  FIRST     CLASS II
 HN0252
 HN0252.The horizontal coordinates were scaled from a map and have
 HN0252.an estimated accuracy of +/- 6 seconds.
 HN0252
 HN0252.The orthometric height was determined by differential leveling and
 HN0252.adjusted by the NATIONAL GEODETIC SURVEY
 HN0252.in June 1991.
 HN0252
 HN0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0252.GEOID18 height accuracy estimate available here.
 HN0252
 HN0252.Click photographs - Photos may exist for this station.
 HN0252
 HN0252.The dynamic height is computed by dividing the NAVD 88
 HN0252.geopotential number by the normal gravity value computed on the
 HN0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0252.degrees latitude (g = 980.6199 gals.).
 HN0252
 HN0252.The modeled gravity was interpolated from observed gravity values.
 HN0252
 HN0252;                    North         East    Units  Estimated Accuracy
 HN0252;SPC UT S     - 3,078,420.      580,800.      MT  (+/- 180 meters Scaled)
 HN0252
 HN0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG364359(NAD 83)
 HN0252
 HN0252                          SUPERSEDED SURVEY CONTROL
 HN0252
 HN0252  NGVD 29 (??/??/92) 1334.290  (m)         4377.58   (f) ADJ UNCH    1 2
 HN0252
 HN0252.Superseded values are not recommended for survey control.
 HN0252
 HN0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0252.See file dsdata.pdf to determine how the superseded data were derived.
 HN0252
 HN0252_MARKER: DB = BENCH MARK DISK
 HN0252_SETTING: 66 = SET IN ROCK OUTCROP
 HN0252_STAMPING: V 147 1962
 HN0252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0252+STABILITY: POSITION/ELEVATION WELL
 HN0252
 HN0252  HISTORY     - Date     Condition        Report By
 HN0252  HISTORY     - 1962     MONUMENTED       CGS
 HN0252
 HN0252                          STATION DESCRIPTION
 HN0252
 HN0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0252'55.4 MI SW FROM FRY CANYON.
 HN0252'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0252'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0252'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0252'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0252'TRAIL ROAD.  THENCE 0.8 MILE SOUTHWEST ALONG A TRAIL ROAD.  0.2 MILE
 HN0252'NORTHWEST OF A LONE CEDAR TREE, 0.15 MILE EAST OF A LONE CEDAR TREE,
 HN0252'25 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A
 HN0252'SANDSTONE OUTCROP WHICH PROJECTS ABOUT 2 FEET, 26.0 FEET
 HN0252'EAST-NORTHEAST OF A METAL WITNESS POST, AND ABOUT 2 FEET ABOVE THE
 HN0252'LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0303 ***********************************************************************
 HN0303  DESIGNATION -  V 148
 HN0303  PID         -  HN0303
 HN0303  STATE/COUNTY-  UT/SAN JUAN
 HN0303  COUNTRY     -  US
 HN0303  USGS QUAD   -  HALLS CROSSING (2017)
 HN0303
 HN0303                         *CURRENT SURVEY CONTROL
 HN0303  ______________________________________________________________________
 HN0303* NAD 83(1986) POSITION- 37 26 59.     (N) 110 42 40.     (W)   SCALED
 HN0303* NAVD 88 ORTHO HEIGHT -  1211.759 (meters)     3975.58  (feet) ADJUSTED
 HN0303  ______________________________________________________________________
 HN0303  GEOID HEIGHT    -        -22.483 (meters)                     GEOID18
 HN0303  DYNAMIC HEIGHT  -       1210.418 (meters)     3971.18  (feet) COMP
 HN0303  MODELED GRAVITY -    979,483.5   (mgal)                       NAVD 88
 HN0303
 HN0303  VERT ORDER      -  FIRST     CLASS II
 HN0303
 HN0303.The horizontal coordinates were scaled from a map and have
 HN0303.an estimated accuracy of +/- 6 seconds.
 HN0303
 HN0303.The orthometric height was determined by differential leveling and
 HN0303.adjusted by the NATIONAL GEODETIC SURVEY
 HN0303.in June 1991.
 HN0303
 HN0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0303.GEOID18 height accuracy estimate available here.
 HN0303
 HN0303.Click photographs - Photos may exist for this station.
 HN0303
 HN0303.The dynamic height is computed by dividing the NAVD 88
 HN0303.geopotential number by the normal gravity value computed on the
 HN0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0303.degrees latitude (g = 980.6199 gals.).
 HN0303
 HN0303.The modeled gravity was interpolated from observed gravity values.
 HN0303
 HN0303;                    North         East    Units  Estimated Accuracy
 HN0303;SPC UT S     - 3,087,200.      569,800.      MT  (+/- 180 meters Scaled)
 HN0303
 HN0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG255448(NAD 83)
 HN0303
 HN0303                          SUPERSEDED SURVEY CONTROL
 HN0303
 HN0303  NGVD 29 (??/??/92) 1210.750  (m)         3972.27   (f) ADJ UNCH    1 2
 HN0303
 HN0303.Superseded values are not recommended for survey control.
 HN0303
 HN0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0303.See file dsdata.pdf to determine how the superseded data were derived.
 HN0303
 HN0303_MARKER: DB = BENCH MARK DISK
 HN0303_SETTING: 66 = SET IN ROCK OUTCROP
 HN0303_STAMPING: V 148 1962
 HN0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0303+STABILITY: POSITION/ELEVATION WELL
 HN0303
 HN0303  HISTORY     - Date     Condition        Report By
 HN0303  HISTORY     - 1962     MONUMENTED       CGS
 HN0303  HISTORY     - 1973     GOOD             NPS
 HN0303  HISTORY     - 1973     GOOD             NPS
 HN0303
 HN0303                          STATION DESCRIPTION
 HN0303
 HN0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0303'63.35 MI SW FROM FRY CANYON.
 HN0303'12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE AT FRY
 HN0303'CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD. THENCE
 HN0303'15.0 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH CLAY HILLS
 HN0303'DIVIDE.  THENCE 15.55 MILES NORTHWEST ALONG A BULLDOZED ROAD LEADING
 HN0303'TO HALLS CROSSING ON THE COLORADO RIVER.  THENCE 0.8 MILE
 HN0303'WEST-SOUTHWEST ACROSS COUNTRY, 23.85 MILES WEST OF GREEN WATER SPRING,
 HN0303'ABOUT 1 1/2 MILES SOUTH OF A LANDING STRIP WHICH IS ON THE TOP OF A
 HN0303'MESA, ABOUT 1 MILE SOUTH OF THREE PROMINENT SANDSTONE FORMATIONS,
 HN0303'ABOUT 0.6 MILE EAST OF THE COLORADO RIVER, 61.0 FEET SOUTH OF A METAL
 HN0303'WITNESS POST, AND SET IN THE TOP OF A ROCK OUTCROP PROJECTING ABOUT 1
 HN0303'FOOT ABOVE THE GROUND.
 HN0303
 HN0303                          STATION RECOVERY (1973)
 HN0303
 HN0303'RECOVERY NOTE BY NATIONAL PARK SERVICE 1973
 HN0303'RECOVERED IN GOOD CONDITION.
 HN0303
 HN0303                          STATION RECOVERY (1973)
 HN0303
 HN0303'RECOVERY NOTE BY NATIONAL PARK SERVICE 1973
 HN0303'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0222 ***********************************************************************
 HN0222  DESIGNATION -  V 149
 HN0222  PID         -  HN0222
 HN0222  STATE/COUNTY-  UT/SAN JUAN
 HN0222  COUNTRY     -  US
 HN0222  USGS QUAD   -  WILSON CREEK (2017)
 HN0222
 HN0222                         *CURRENT SURVEY CONTROL
 HN0222  ______________________________________________________________________
 HN0222* NAD 83(1986) POSITION- 37 14 26.     (N) 110 45 41.     (W)   SCALED
 HN0222* NAVD 88 ORTHO HEIGHT -  1458.798 (meters)     4786.07  (feet) ADJUSTED
 HN0222  ______________________________________________________________________
 HN0222  GEOID HEIGHT    -        -22.526 (meters)                     GEOID18
 HN0222  DYNAMIC HEIGHT  -       1457.147 (meters)     4780.66  (feet) COMP
 HN0222  MODELED GRAVITY -    979,448.5   (mgal)                       NAVD 88
 HN0222
 HN0222  VERT ORDER      -  FIRST     CLASS II
 HN0222
 HN0222.The horizontal coordinates were scaled from a map and have
 HN0222.an estimated accuracy of +/- 6 seconds.
 HN0222
 HN0222.The orthometric height was determined by differential leveling and
 HN0222.adjusted by the NATIONAL GEODETIC SURVEY
 HN0222.in June 1991.
 HN0222
 HN0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0222.GEOID18 height accuracy estimate available here.
 HN0222
 HN0222.Click photographs - Photos may exist for this station.
 HN0222
 HN0222.The dynamic height is computed by dividing the NAVD 88
 HN0222.geopotential number by the normal gravity value computed on the
 HN0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0222.degrees latitude (g = 980.6199 gals.).
 HN0222
 HN0222.The modeled gravity was interpolated from observed gravity values.
 HN0222
 HN0222;                    North         East    Units  Estimated Accuracy
 HN0222;SPC UT S     - 3,063,950.      565,540.      MT  (+/- 180 meters Scaled)
 HN0222
 HN0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG211215(NAD 83)
 HN0222
 HN0222                          SUPERSEDED SURVEY CONTROL
 HN0222
 HN0222  NGVD 29 (??/??/92) 1457.814  (m)         4782.84   (f) ADJ UNCH    1 2
 HN0222
 HN0222.Superseded values are not recommended for survey control.
 HN0222
 HN0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0222.See file dsdata.pdf to determine how the superseded data were derived.
 HN0222
 HN0222_MARKER: DB = BENCH MARK DISK
 HN0222_SETTING: 66 = SET IN ROCK OUTCROP
 HN0222_STAMPING: V 149 1962
 HN0222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0222+STABILITY: POSITION/ELEVATION WELL
 HN0222
 HN0222  HISTORY     - Date     Condition        Report By
 HN0222  HISTORY     - 1962     MONUMENTED       CGS
 HN0222
 HN0222                          STATION DESCRIPTION
 HN0222
 HN0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0222'73.3 MI SW FROM FRY CANYON.
 HN0222'12.3 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0222'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0222'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0222'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0222'TRAIL ROAD.  THENCE 18.7 MILES SOUTHWEST ALONG A TRAIL ROAD.  300 FEET
 HN0222'NORTH OF A CUT AT THE HEAD OF A WASH, ON THE WEST SIDE OF THE WASH, 26
 HN0222'FEET EAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A
 HN0222'SANDSTONE OUTCROP, 18.5 FEET SOUTH OF A METAL WITNESS POST, AND ABOUT
 HN0222'2 FEET BELOW THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0285 ***********************************************************************
 JM0285  DESIGNATION -  V 15
 JM0285  PID         -  JM0285
 JM0285  STATE/COUNTY-  UT/GRAND
 JM0285  COUNTRY     -  US
 JM0285  USGS QUAD   -  CRESCENT JUNCTION (2017)
 JM0285
 JM0285                         *CURRENT SURVEY CONTROL
 JM0285  ______________________________________________________________________
 JM0285* NAD 83(1986) POSITION- 38 56 13.4    (N) 109 50 54.0    (W)   HD_HELD2
 JM0285* NAVD 88 ORTHO HEIGHT -  1471.759 (meters)     4828.60  (feet) ADJUSTED
 JM0285  ______________________________________________________________________
 JM0285  GEOID HEIGHT    -        -20.249 (meters)                     GEOID18
 JM0285  DYNAMIC HEIGHT  -       1470.256 (meters)     4823.66  (feet) COMP
 JM0285  MODELED GRAVITY -    979,556.1   (mgal)                       NAVD 88
 JM0285
 JM0285  VERT ORDER      -  FIRST     CLASS II
 JM0285
 JM0285.The horizontal coordinates were established by autonomous hand held GPS
 JM0285.observations and have an estimated accuracy of +/- 10 meters.
 JM0285
 JM0285.The orthometric height was determined by differential leveling and
 JM0285.adjusted by the NATIONAL GEODETIC SURVEY
 JM0285.in June 1991.
 JM0285
 JM0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0285.GEOID18 height accuracy estimate available here.
 JM0285
 JM0285.Click photographs - Photos may exist for this station.
 JM0285
 JM0285.The dynamic height is computed by dividing the NAVD 88
 JM0285.geopotential number by the normal gravity value computed on the
 JM0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0285.degrees latitude (g = 980.6199 gals.).
 JM0285
 JM0285.The modeled gravity was interpolated from observed gravity values.
 JM0285
 JM0285;                    North         East    Units  Estimated Accuracy
 JM0285;SPC UT C     - 2,068,349.      643,199.      MT  (+/- 10 meters HH2 GPS)
 JM0285
 JM0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ9981410422(NAD 83)
 JM0285
 JM0285                          SUPERSEDED SURVEY CONTROL
 JM0285
 JM0285  NGVD 29 (??/??/92) 1470.700  (m)         4825.12   (f) ADJ UNCH    1 2
 JM0285
 JM0285.Superseded values are not recommended for survey control.
 JM0285
 JM0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0285.See file dsdata.pdf to determine how the superseded data were derived.
 JM0285
 JM0285_MARKER: DB = BENCH MARK DISK
 JM0285_SETTING: 66 = SET IN ROCK OUTCROP
 JM0285_STAMPING: 4825.122 V 15 1927
 JM0285_MARK LOGO: CGS
 JM0285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0285+STABILITY: POSITION/ELEVATION WELL
 JM0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0285+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2009
 JM0285
 JM0285  HISTORY     - Date     Condition        Report By
 JM0285  HISTORY     - 1927     MONUMENTED       CGS
 JM0285  HISTORY     - 1954     GOOD             CGS
 JM0285  HISTORY     - 20091029 GOOD             GEOCAC
 JM0285
 JM0285                          STATION DESCRIPTION
 JM0285
 JM0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JM0285'8.0 MI W FROM THOMPSON.
 JM0285'8.0 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JM0285'THOMPSON, GRAND COUNTY, 70 YARDS EAST OF MILEPOST 536, ABOUT 100 FEET
 JM0285'SOUTH OF THE CENTERLINE OF THE TRACK, IN A ROCK LEDGE ON THE WEST
 JM0285'SLOPE OF A HILL, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 JM0285'4825.122 V 15 1927.
 JM0285
 JM0285                          STATION RECOVERY (2009)
 JM0285
 JM0285'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0285'ROCK LEDGE IS IN THE LOWER THIRD OF THE SLOPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0149 ***********************************************************************
 HN0149  DESIGNATION -  V 150
 HN0149  PID         -  HN0149
 HN0149  STATE/COUNTY-  UT/SAN JUAN
 HN0149  COUNTRY     -  US
 HN0149  USGS QUAD   -  MIKES MESA (2017)
 HN0149
 HN0149                         *CURRENT SURVEY CONTROL
 HN0149  ______________________________________________________________________
 HN0149* NAD 83(1986) POSITION- 37 16 01.     (N) 110 23 45.     (W)   SCALED
 HN0149* NAVD 88 ORTHO HEIGHT -  1175.503 (meters)     3856.63  (feet) ADJUSTED
 HN0149  ______________________________________________________________________
 HN0149  GEOID HEIGHT    -        -21.792 (meters)                     GEOID18
 HN0149  DYNAMIC HEIGHT  -       1174.251 (meters)     3852.52  (feet) COMP
 HN0149  MODELED GRAVITY -    979,525.7   (mgal)                       NAVD 88
 HN0149
 HN0149  VERT ORDER      -  FIRST     CLASS II
 HN0149
 HN0149.The horizontal coordinates were scaled from a map and have
 HN0149.an estimated accuracy of +/- 6 seconds.
 HN0149
 HN0149.The orthometric height was determined by differential leveling and
 HN0149.adjusted by the NATIONAL GEODETIC SURVEY
 HN0149.in June 1991.
 HN0149
 HN0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0149.GEOID18 height accuracy estimate available here.
 HN0149
 HN0149.Click photographs - Photos may exist for this station.
 HN0149
 HN0149.The dynamic height is computed by dividing the NAVD 88
 HN0149.geopotential number by the normal gravity value computed on the
 HN0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0149.degrees latitude (g = 980.6199 gals.).
 HN0149
 HN0149.The modeled gravity was interpolated from observed gravity values.
 HN0149
 HN0149;                    North         East    Units  Estimated Accuracy
 HN0149;SPC UT S     - 3,067,200.      597,940.      MT  (+/- 180 meters Scaled)
 HN0149
 HN0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG535246(NAD 83)
 HN0149
 HN0149                          SUPERSEDED SURVEY CONTROL
 HN0149
 HN0149  NGVD 29 (??/??/92) 1174.644  (m)         3853.81   (f) ADJ UNCH    1 2
 HN0149
 HN0149.Superseded values are not recommended for survey control.
 HN0149
 HN0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0149.See file dsdata.pdf to determine how the superseded data were derived.
 HN0149
 HN0149_MARKER: DB = BENCH MARK DISK
 HN0149_SETTING: 66 = SET IN ROCK OUTCROP
 HN0149_STAMPING: V 150 1962
 HN0149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0149+STABILITY: POSITION/ELEVATION WELL
 HN0149
 HN0149  HISTORY     - Date     Condition        Report By
 HN0149  HISTORY     - 1962     MONUMENTED       CGS
 HN0149
 HN0149                          STATION DESCRIPTION
 HN0149
 HN0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0149'22.15 MI NW FROM OLJATO.
 HN0149'ABOUT 17.15 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0149'FROM THE TRADING POST AT OLJATO.  THENCE 5.0 MILES NORTHEAST ACROSS
 HN0149'COUNTRY BY FOOT ONLY TOWARDS THE SAN JUAN RIVER, ABOUT 0.3 MILE
 HN0149'SOUTH-SOUTHWEST OF A PROMINENT HILL, ABOUT 130 FEET NORTH OF THE NORTH
 HN0149'RIM OF A WASH, 62.5 FEET NORTH OF A METAL WITNESS POST, AND SET IN
 HN0149'BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0431 ***********************************************************************
 HN0431  DESIGNATION -  V 151
 HN0431  PID         -  HN0431
 HN0431  STATE/COUNTY-  UT/KANE
 HN0431  COUNTRY     -  US
 HN0431  USGS QUAD   -  SIT DOWN BENCH (2017)
 HN0431
 HN0431                         *CURRENT SURVEY CONTROL
 HN0431  ______________________________________________________________________
 HN0431* NAD 83(1986) POSITION- 37 08 04.     (N) 111 16 06.     (W)   SCALED
 HN0431* NAVD 88 ORTHO HEIGHT -  1294.973 (meters)     4248.59  (feet) ADJUSTED
 HN0431  ______________________________________________________________________
 HN0431  GEOID HEIGHT    -        -23.165 (meters)                     GEOID18
 HN0431  DYNAMIC HEIGHT  -       1293.439 (meters)     4243.56  (feet) COMP
 HN0431  MODELED GRAVITY -    979,402.8   (mgal)                       NAVD 88
 HN0431
 HN0431  VERT ORDER      -  FIRST     CLASS II
 HN0431
 HN0431.The horizontal coordinates were scaled from a map and have
 HN0431.an estimated accuracy of +/- 6 seconds.
 HN0431
 HN0431.The orthometric height was determined by differential leveling and
 HN0431.adjusted by the NATIONAL GEODETIC SURVEY
 HN0431.in June 1991.
 HN0431
 HN0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0431.GEOID18 height accuracy estimate available here.
 HN0431
 HN0431.Click photographs - Photos may exist for this station.
 HN0431
 HN0431.The dynamic height is computed by dividing the NAVD 88
 HN0431.geopotential number by the normal gravity value computed on the
 HN0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0431.degrees latitude (g = 980.6199 gals.).
 HN0431
 HN0431.The modeled gravity was interpolated from observed gravity values.
 HN0431
 HN0431;                    North         East    Units  Estimated Accuracy
 HN0431;SPC UT S     - 3,051,940.      520,590.      MT  (+/- 180 meters Scaled)
 HN0431
 HN0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG761098(NAD 83)
 HN0431
 HN0431                          SUPERSEDED SURVEY CONTROL
 HN0431
 HN0431  NGVD 29 (??/??/92) 1293.984  (m)         4245.35   (f) ADJ UNCH    1 2
 HN0431
 HN0431.Superseded values are not recommended for survey control.
 HN0431
 HN0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0431.See file dsdata.pdf to determine how the superseded data were derived.
 HN0431
 HN0431_MARKER: DB = BENCH MARK DISK
 HN0431_SETTING: 66 = SET IN ROCK OUTCROP
 HN0431_STAMPING: V 151 1962
 HN0431_MARK LOGO: CGS
 HN0431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0431+STABILITY: POSITION/ELEVATION WELL
 HN0431
 HN0431  HISTORY     - Date     Condition        Report By
 HN0431  HISTORY     - 1962     MONUMENTED       CGS
 HN0431
 HN0431                          STATION DESCRIPTION
 HN0431
 HN0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0431'29.35 MI E FROM GLEN CANYON CITY.
 HN0431'ABOUT 17.75 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0431'SERVICE STATION AT GLEN CANYON CITY.  THENCE 8.8 MILES EAST ALONG A
 HN0431'DIM BULLDOZED TRAIL ROAD TO A SMALL POND SURROUNDED WITH TAMARISK
 HN0431'BUSHES.  THENCE 2.1 MILES EAST ACROSS COUNTRY TO THE WEST RIM OF LAST
 HN0431'CHANCE CREEK.  THENCE 0.7 MILE EAST ACROSS LAST CHANCE CREEK TO THE
 HN0431'EAST RIM OF LAST CHANCE CREEK, 42.6 FEET NORTHWEST OF A METAL WITNESS
 HN0431'POST, 39 FEET EAST OF THE EAST RIM OF LAST CHANCE CREEK, 20 FEET WEST
 HN0431'OF A GROUP OF BOULDERS, AND SET IN THE TOP OF A FLAT ROCK OUTCROP
 HN0431'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0382 ***********************************************************************
 HN0382  DESIGNATION -  V 152
 HN0382  PID         -  HN0382
 HN0382  STATE/COUNTY-  UT/KANE
 HN0382  COUNTRY     -  US
 HN0382  USGS QUAD   -  CATHEDRAL CANYON (2017)
 HN0382
 HN0382                         *CURRENT SURVEY CONTROL
 HN0382  ______________________________________________________________________
 HN0382* NAD 83(1986) POSITION- 37 07 25.     (N) 111 01 37.     (W)   SCALED
 HN0382* NAVD 88 ORTHO HEIGHT -  1252.461 (meters)     4109.12  (feet) ADJUSTED
 HN0382  ______________________________________________________________________
 HN0382  GEOID HEIGHT    -        -22.956 (meters)                     GEOID18
 HN0382  DYNAMIC HEIGHT  -       1250.929 (meters)     4104.09  (feet) COMP
 HN0382  MODELED GRAVITY -    979,367.1   (mgal)                       NAVD 88
 HN0382
 HN0382  VERT ORDER      -  FIRST     CLASS II
 HN0382
 HN0382.The horizontal coordinates were scaled from a map and have
 HN0382.an estimated accuracy of +/- 6 seconds.
 HN0382
 HN0382.The orthometric height was determined by differential leveling and
 HN0382.adjusted by the NATIONAL GEODETIC SURVEY
 HN0382.in June 1991.
 HN0382
 HN0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0382.GEOID18 height accuracy estimate available here.
 HN0382
 HN0382.Click photographs - Photos may exist for this station.
 HN0382
 HN0382.The dynamic height is computed by dividing the NAVD 88
 HN0382.geopotential number by the normal gravity value computed on the
 HN0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0382.degrees latitude (g = 980.6199 gals.).
 HN0382
 HN0382.The modeled gravity was interpolated from observed gravity values.
 HN0382
 HN0382;                    North         East    Units  Estimated Accuracy
 HN0382;SPC UT S     - 3,050,820.      542,040.      MT  (+/- 180 meters Scaled)
 HN0382
 HN0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG976085(NAD 83)
 HN0382
 HN0382                          SUPERSEDED SURVEY CONTROL
 HN0382
 HN0382  NGVD 29 (??/??/92) 1251.373  (m)         4105.55   (f) ADJ UNCH    1 2
 HN0382
 HN0382.Superseded values are not recommended for survey control.
 HN0382
 HN0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0382.See file dsdata.pdf to determine how the superseded data were derived.
 HN0382
 HN0382_MARKER: DB = BENCH MARK DISK
 HN0382_SETTING: 66 = SET IN ROCK OUTCROP
 HN0382_STAMPING: V 152 1962
 HN0382_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0382+STABILITY: POSITION/ELEVATION WELL
 HN0382
 HN0382  HISTORY     - Date     Condition        Report By
 HN0382  HISTORY     - 1962     MONUMENTED       CGS
 HN0382
 HN0382                          STATION DESCRIPTION
 HN0382
 HN0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0382'21.4 MI SW FROM HOLE IN THE ROCK.
 HN0382'ABOUT 21.4 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK.
 HN0382'ABOUT 0.3 MILE NORTHWEST OF THE COLORADO RIVER, ABOUT 0.2 MILE
 HN0382'SOUTHWEST OF A POINT IN A CLIFF, SET IN THE TOP OF A ROCK OUTCROP,
 HN0382'72.0 FEET SOUTHWEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0451 ***********************************************************************
 HN0451  DESIGNATION -  V 153
 HN0451  PID         -  HN0451
 HN0451  STATE/COUNTY-  UT/KANE
 HN0451  COUNTRY     -  US
 HN0451  USGS QUAD   -  NAVAJO POINT (2017)
 HN0451
 HN0451                         *CURRENT SURVEY CONTROL
 HN0451  ______________________________________________________________________
 HN0451* NAD 83(1986) POSITION- 37 09 36.     (N) 111 03 10.     (W)   SCALED
 HN0451* NAVD 88 ORTHO HEIGHT -  1776.157 (meters)     5827.28  (feet) ADJUSTED
 HN0451  ______________________________________________________________________
 HN0451  GEOID HEIGHT    -        -22.842 (meters)                     GEOID18
 HN0451  DYNAMIC HEIGHT  -       1773.971 (meters)     5820.10  (feet) COMP
 HN0451  MODELED GRAVITY -    979,337.4   (mgal)                       NAVD 88
 HN0451
 HN0451  VERT ORDER      -  FIRST     CLASS II
 HN0451
 HN0451.The horizontal coordinates were scaled from a map and have
 HN0451.an estimated accuracy of +/- 6 seconds.
 HN0451
 HN0451.The orthometric height was determined by differential leveling and
 HN0451.adjusted by the NATIONAL GEODETIC SURVEY
 HN0451.in June 1991.
 HN0451
 HN0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0451.GEOID18 height accuracy estimate available here.
 HN0451
 HN0451.Click photographs - Photos may exist for this station.
 HN0451
 HN0451.The dynamic height is computed by dividing the NAVD 88
 HN0451.geopotential number by the normal gravity value computed on the
 HN0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0451.degrees latitude (g = 980.6199 gals.).
 HN0451
 HN0451.The modeled gravity was interpolated from observed gravity values.
 HN0451
 HN0451;                    North         East    Units  Estimated Accuracy
 HN0451;SPC UT S     - 3,054,850.      539,730.      MT  (+/- 180 meters Scaled)
 HN0451
 HN0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG953126(NAD 83)
 HN0451
 HN0451                          SUPERSEDED SURVEY CONTROL
 HN0451
 HN0451  NGVD 29 (??/??/92) 1775.121  (m)         5823.88   (f) ADJ UNCH    1 2
 HN0451
 HN0451.Superseded values are not recommended for survey control.
 HN0451
 HN0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0451.See file dsdata.pdf to determine how the superseded data were derived.
 HN0451
 HN0451_MARKER: DB = BENCH MARK DISK
 HN0451_SETTING: 80 = SET IN A BOULDER
 HN0451_STAMPING: V 153 1962
 HN0451_MARK LOGO: CGS
 HN0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0451+STABILITY: SURFACE MOTION
 HN0451
 HN0451  HISTORY     - Date     Condition        Report By
 HN0451  HISTORY     - 1962     MONUMENTED       CGS
 HN0451
 HN0451                          STATION DESCRIPTION
 HN0451
 HN0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0451'21.4 MI SW FROM HOLE-IN-THE-ROCK.
 HN0451'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0451'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0451'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0451'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0451'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0451'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0451'PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0451'HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0451'CLIFFS.  THENCE 2.4 MILES SOUTH-SOUTHEAST ALONG A COW PATH.  THENCE
 HN0451'3.1 MILES SOUTH ACROSS ROCKY COUNTRY TOWARDS NAVAJO POINT.  THENCE 3.0
 HN0451'MILES NORTHWEST ALONG A COW PATH AND AROUND NAVAJO POINT.  THENCE 1.15
 HN0451'MILES SOUTHWEST DOWNHILL AND ACROSS ROCKY COUNTRY LEADING TO BILLIE
 HN0451'FLAT TOP, WEST OF NAVAJO POINT, 6.8 FEET SOUTHEAST OF A METAL WITNESS
 HN0451'POST, AND SET IN THE TOP OF A BOULDER WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0322 ***********************************************************************
 MS0322  DESIGNATION -  V 154
 MS0322  PID         -  MS0322
 MS0322  STATE/COUNTY-  UT/BOX ELDER
 MS0322  COUNTRY     -  US
 MS0322  USGS QUAD   -  LEMAY (2017)
 MS0322
 MS0322                         *CURRENT SURVEY CONTROL
 MS0322  ______________________________________________________________________
 MS0322* NAD 83(1986) POSITION- 41 17 24.     (N) 113 23 28.     (W)   SCALED
 MS0322* NAVD 88 ORTHO HEIGHT -  1285.962 (meters)     4219.03  (feet) ADJUSTED
 MS0322  ______________________________________________________________________
 MS0322  GEOID HEIGHT    -        -16.918 (meters)                     GEOID18
 MS0322  DYNAMIC HEIGHT  -       1285.064 (meters)     4216.08  (feet) COMP
 MS0322  MODELED GRAVITY -    979,880.8   (mgal)                       NAVD 88
 MS0322
 MS0322  VERT ORDER      -  SECOND    CLASS 0
 MS0322
 MS0322.The horizontal coordinates were scaled from a map and have
 MS0322.an estimated accuracy of +/- 6 seconds.
 MS0322
 MS0322.The orthometric height was determined by differential leveling and
 MS0322.adjusted by the NATIONAL GEODETIC SURVEY
 MS0322.in June 1991.
 MS0322
 MS0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0322.GEOID18 height accuracy estimate available here.
 MS0322
 MS0322.Click photographs - Photos may exist for this station.
 MS0322
 MS0322.The dynamic height is computed by dividing the NAVD 88
 MS0322.geopotential number by the normal gravity value computed on the
 MS0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0322.degrees latitude (g = 980.6199 gals.).
 MS0322
 MS0322.The modeled gravity was interpolated from observed gravity values.
 MS0322
 MS0322;                    North         East    Units  Estimated Accuracy
 MS0322;SPC UT N     - 1,107,960.      341,610.      MT  (+/- 180 meters Scaled)
 MS0322
 MS0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL997737(NAD 83)
 MS0322
 MS0322                          SUPERSEDED SURVEY CONTROL
 MS0322
 MS0322  NGVD 29 (??/??/92) 1284.973  (m)         4215.78   (f) ADJ UNCH    2 0
 MS0322
 MS0322.Superseded values are not recommended for survey control.
 MS0322
 MS0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0322.See file dsdata.pdf to determine how the superseded data were derived.
 MS0322
 MS0322_MARKER: DB = BENCH MARK DISK
 MS0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0322_STAMPING: V 154 1966
 MS0322_MARK LOGO: CGS
 MS0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0322+STABILITY: SURFACE MOTION
 MS0322
 MS0322  HISTORY     - Date     Condition        Report By
 MS0322  HISTORY     - 1966     MONUMENTED       CGS
 MS0322
 MS0322                          STATION DESCRIPTION
 MS0322
 MS0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0322'14.2 MI W FROM HOGUP.
 MS0322'14.2 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STOCK
 MS0322'PENS AT HOGUP, 2 FEET EAST OF THE SIXTH POLE WEST OF MILE POST 707,
 MS0322'58.8 FEET NORTH OF THE NORTH RAIL, 2 FEET WEST OF A WITNESS POST, 8
 MS0322'FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING
 MS0322'0.2 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0406 ***********************************************************************
 MS0406  DESIGNATION -  V 155
 MS0406  PID         -  MS0406
 MS0406  STATE/COUNTY-  UT/BOX ELDER
 MS0406  COUNTRY     -  US
 MS0406  USGS QUAD   -  PIGEON MOUNTAIN (2017)
 MS0406
 MS0406                         *CURRENT SURVEY CONTROL
 MS0406  ______________________________________________________________________
 MS0406* NAD 83(1986) POSITION- 41 20 13.     (N) 113 50 31.     (W)   SCALED
 MS0406* NAVD 88 ORTHO HEIGHT -  1340.188 (meters)     4396.93  (feet) ADJUSTED
 MS0406  ______________________________________________________________________
 MS0406  GEOID HEIGHT    -        -16.860 (meters)                     GEOID18
 MS0406  DYNAMIC HEIGHT  -       1339.226 (meters)     4393.78  (feet) COMP
 MS0406  MODELED GRAVITY -    979,859.2   (mgal)                       NAVD 88
 MS0406
 MS0406  VERT ORDER      -  SECOND    CLASS 0
 MS0406
 MS0406.The horizontal coordinates were scaled from a map and have
 MS0406.an estimated accuracy of +/- 6 seconds.
 MS0406
 MS0406.The orthometric height was determined by differential leveling and
 MS0406.adjusted by the NATIONAL GEODETIC SURVEY
 MS0406.in June 1991.
 MS0406
 MS0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0406.GEOID18 height accuracy estimate available here.
 MS0406
 MS0406.Click photographs - Photos may exist for this station.
 MS0406
 MS0406.The dynamic height is computed by dividing the NAVD 88
 MS0406.geopotential number by the normal gravity value computed on the
 MS0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0406.degrees latitude (g = 980.6199 gals.).
 MS0406
 MS0406.The modeled gravity was interpolated from observed gravity values.
 MS0406
 MS0406;                    North         East    Units  Estimated Accuracy
 MS0406;SPC UT N     - 1,114,090.      304,000.      MT  (+/- 180 meters Scaled)
 MS0406
 MS0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL621800(NAD 83)
 MS0406
 MS0406                          SUPERSEDED SURVEY CONTROL
 MS0406
 MS0406  NGVD 29 (??/??/92) 1339.17   (m)         4393.6    (f) COMPUTED    2 0
 MS0406
 MS0406.Superseded values are not recommended for survey control.
 MS0406
 MS0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0406.See file dsdata.pdf to determine how the superseded data were derived.
 MS0406
 MS0406_MARKER: DB = BENCH MARK DISK
 MS0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0406_STAMPING: V 155 1966
 MS0406_MARK LOGO: CGS
 MS0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0406+STABILITY: SURFACE MOTION
 MS0406
 MS0406  HISTORY     - Date     Condition        Report By
 MS0406  HISTORY     - 1966     MONUMENTED       CGS
 MS0406
 MS0406                          STATION DESCRIPTION
 MS0406
 MS0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0406'3.75 MI E FROM LUCIN.
 MS0406'3.75 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 MS0406'CROSSING OF STATE HIGHWAY 70 AT LUCIN, 7.6 FEET EAST OF THE FIFTH POLE
 MS0406'EAST OF MILE POST 683, 58.7 FEET NORTH OF THE NORTH RAIL, 38 FEET
 MS0406'NORTH OF THE CENTER LINE OF THE ROAD, 2.4 FEET WEST OF A WITNESS POST,
 MS0406'ABOUT 12 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST
 MS0406'PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0164 ***********************************************************************
 LO0164  DESIGNATION -  V 159
 LO0164  PID         -  LO0164
 LO0164  STATE/COUNTY-  UT/WASATCH
 LO0164  COUNTRY     -  US
 LO0164  USGS QUAD   -  MIRROR LAKE (2017)
 LO0164
 LO0164                         *CURRENT SURVEY CONTROL
 LO0164  ______________________________________________________________________
 LO0164* NAD 83(1986) POSITION- 40 39 59.79   (N) 110 56 45.84   (W)   HD_HELD1
 LO0164* NAVD 88 ORTHO HEIGHT -  2911.420 (meters)     9551.88  (feet) ADJUSTED
 LO0164  ______________________________________________________________________
 LO0164  GEOID HEIGHT    -        -13.087 (meters)                     GEOID18
 LO0164  DYNAMIC HEIGHT  -       2908.278 (meters)     9541.58  (feet) COMP
 LO0164  MODELED GRAVITY -    979,438.2   (mgal)                       NAVD 88
 LO0164
 LO0164  VERT ORDER      -  SECOND    CLASS 0
 LO0164
 LO0164.The horizontal coordinates were determined by differentially corrected
 LO0164.hand held GPS observations or other comparable positioning techniques
 LO0164.and have an estimated accuracy of +/- 3 meters.
 LO0164
 LO0164.The orthometric height was determined by differential leveling and
 LO0164.adjusted by the NATIONAL GEODETIC SURVEY
 LO0164.in June 1991.
 LO0164
 LO0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0164.GEOID18 height accuracy estimate available here.
 LO0164
 LO0164.Click photographs - Photos may exist for this station.
 LO0164
 LO0164.The dynamic height is computed by dividing the NAVD 88
 LO0164.geopotential number by the normal gravity value computed on the
 LO0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0164.degrees latitude (g = 980.6199 gals.).
 LO0164
 LO0164.The modeled gravity was interpolated from observed gravity values.
 LO0164
 LO0164;                    North         East    Units  Estimated Accuracy
 LO0164;SPC UT C     - 2,259,193.0     546,839.2     MT  (+/- 3 meters HH1 GPS) 
 LO0164
 LO0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL0455801749(NAD 83)
 LO0164
 LO0164                          SUPERSEDED SURVEY CONTROL
 LO0164
 LO0164  NGVD 29 (??/??/92) 2909.855  (m)         9546.75   (f) ADJ UNCH    2 0
 LO0164
 LO0164.Superseded values are not recommended for survey control.
 LO0164
 LO0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0164.See file dsdata.pdf to determine how the superseded data were derived.
 LO0164
 LO0164_MARKER: DB = BENCH MARK DISK
 LO0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0164_STAMPING: V 159 1962
 LO0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0164+STABILITY: SURFACE MOTION
 LO0164
 LO0164  HISTORY     - Date     Condition        Report By
 LO0164  HISTORY     - 1962     MONUMENTED       CGS
 LO0164
 LO0164                          STATION DESCRIPTION
 LO0164
 LO0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0164'25.25 MI NE FROM KAMAS.
 LO0164'25.25 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.
 LO0164'S. HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP OF THE NORTH END OF THE
 LO0164'EAST CONCRETE HEAD WALL OF A 12-INCH PIPE CULVERT, 18 FEET EAST OF THE
 LO0164'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 1/2 FEET LOWER THAN THE
 LO0164'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0086 ***********************************************************************
 KN0086  DESIGNATION -  V 16
 KN0086  PID         -  KN0086
 KN0086  STATE/COUNTY-  UT/CARBON
 KN0086  COUNTRY     -  US
 KN0086  USGS QUAD   -  WELLINGTON (2017)
 KN0086
 KN0086                         *CURRENT SURVEY CONTROL
 KN0086  ______________________________________________________________________
 KN0086* NAD 83(1986) POSITION- 39 30 15.     (N) 110 40 05.     (W)   SCALED
 KN0086* NAVD 88 ORTHO HEIGHT -  1622.418 (meters)     5322.88  (feet) ADJUSTED
 KN0086  ______________________________________________________________________
 KN0086  GEOID HEIGHT    -        -17.447 (meters)                     GEOID18
 KN0086  DYNAMIC HEIGHT  -       1620.846 (meters)     5317.73  (feet) COMP
 KN0086  MODELED GRAVITY -    979,601.2   (mgal)                       NAVD 88
 KN0086
 KN0086  VERT ORDER      -  FIRST     CLASS II
 KN0086
 KN0086.The horizontal coordinates were scaled from a map and have
 KN0086.an estimated accuracy of +/- 6 seconds.
 KN0086
 KN0086.The orthometric height was determined by differential leveling and
 KN0086.adjusted by the NATIONAL GEODETIC SURVEY
 KN0086.in June 1991.
 KN0086
 KN0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0086.GEOID18 height accuracy estimate available here.
 KN0086
 KN0086.Click photographs - Photos may exist for this station.
 KN0086
 KN0086.The dynamic height is computed by dividing the NAVD 88
 KN0086.geopotential number by the normal gravity value computed on the
 KN0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0086.degrees latitude (g = 980.6199 gals.).
 KN0086
 KN0086.The modeled gravity was interpolated from observed gravity values.
 KN0086
 KN0086;                    North         East    Units  Estimated Accuracy
 KN0086;SPC UT C     - 2,130,320.      571,550.      MT  (+/- 180 meters Scaled)
 KN0086
 KN0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ285727(NAD 83)
 KN0086
 KN0086                          SUPERSEDED SURVEY CONTROL
 KN0086
 KN0086  NGVD 29 (??/??/92) 1621.378  (m)         5319.47   (f) ADJ UNCH    1 2
 KN0086
 KN0086.Superseded values are not recommended for survey control.
 KN0086
 KN0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0086.See file dsdata.pdf to determine how the superseded data were derived.
 KN0086
 KN0086_MARKER: DB = BENCH MARK DISK
 KN0086_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0086_SP_SET: CULVERT HEADWALL
 KN0086_STAMPING: 5319.471 V16 1927
 KN0086_MARK LOGO: CGS
 KN0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0086+STABILITY: SURFACE MOTION
 KN0086
 KN0086  HISTORY     - Date     Condition        Report By
 KN0086  HISTORY     - 1927     MONUMENTED       CGS
 KN0086  HISTORY     - 1944     GOOD             CGS
 KN0086  HISTORY     - 1972     GOOD             USGS
 KN0086  HISTORY     - 20140305 MARK NOT FOUND   INDIV
 KN0086
 KN0086                          STATION DESCRIPTION
 KN0086
 KN0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KN0086'4.0 MI E FROM WELLINGTON.
 KN0086'4.0 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KN0086'WELLINGTON, CARBON COUNTY, AT FARNHAM SIDING, 50 YARDS WEST OF A
 KN0086'HOUSE, AT A CONCRETE CULVERT UNDER THE TRACK, IN THE TOP OF THE EAST
 KN0086'END OF THE NORTH HEADWALL, AND 10 FEET NORTH OF THE CENTERLINE OF THE
 KN0086'TRACK.  A STANDARD DISK, STAMPED 5319.471 V16 1927.  NOTE-- ABOUT 100
 KN0086'YARDS SOUTHEAST OF AN ABANDONED HOUSE (THE ONLY REMAINING ONE AT THE
 KN0086'SITE OF FARNHAM).
 KN0086
 KN0086                          STATION RECOVERY (1972)
 KN0086
 KN0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KN0086'4.0 MILES EAST ALONG THE D AND RGW RAILROAD FROM WELLINGTON, CARBON
 KN0086'COUNTY, AT OLD DISMANTLED FARNHAM SIDING, AT A CONCRETE CULVERT UNDER
 KN0086'THE TRACK, IN THE TOP OF THE EAST END OF THE NORTH HEADWALL, AND 10
 KN0086'FEET NORTH OF THE CENTERLINE OF THE TRACK. A STANDARD DISK, STAMPED
 KN0086'5319.471 V 16 1927.
 KN0086
 KN0086                          STATION RECOVERY (2014)
 KN0086
 KN0086'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (BG)
 KN0086'THE OLD FARNHAM RAIL SIDING HAS BEEN DISMANTLED AND THE CONCRETE
 KN0086'CULVERT MENTIONED IN THE DATASHEET HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0188 ***********************************************************************
 LO0188  DESIGNATION -  V 160
 LO0188  PID         -  LO0188
 LO0188  STATE/COUNTY-  UT/SUMMIT
 LO0188  COUNTRY     -  US
 LO0188  USGS QUAD   -  WHITNEY RESERVOIR (2017)
 LO0188
 LO0188                         *CURRENT SURVEY CONTROL
 LO0188  ______________________________________________________________________
 LO0188* NAD 83(1986) POSITION- 40 47 51.     (N) 110 52 59.     (W)   SCALED
 LO0188* NAVD 88 ORTHO HEIGHT -  2767.807 (meters)     9080.71  (feet) ADJUSTED
 LO0188  ______________________________________________________________________
 LO0188  GEOID HEIGHT    -        -12.951 (meters)                     GEOID18
 LO0188  DYNAMIC HEIGHT  -       2764.899 (meters)     9071.17  (feet) COMP
 LO0188  MODELED GRAVITY -    979,472.2   (mgal)                       NAVD 88
 LO0188
 LO0188  VERT ORDER      -  SECOND    CLASS 0
 LO0188
 LO0188.The horizontal coordinates were scaled from a map and have
 LO0188.an estimated accuracy of +/- 6 seconds.
 LO0188
 LO0188.The orthometric height was determined by differential leveling and
 LO0188.adjusted by the NATIONAL GEODETIC SURVEY
 LO0188.in June 1991.
 LO0188
 LO0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0188.GEOID18 height accuracy estimate available here.
 LO0188
 LO0188.Click photographs - Photos may exist for this station.
 LO0188
 LO0188.The dynamic height is computed by dividing the NAVD 88
 LO0188.geopotential number by the normal gravity value computed on the
 LO0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0188.degrees latitude (g = 980.6199 gals.).
 LO0188
 LO0188.The modeled gravity was interpolated from observed gravity values.
 LO0188
 LO0188;                    North         East    Units  Estimated Accuracy
 LO0188;SPC UT N     - 1,051,730.      552,060.      MT  (+/- 180 meters Scaled)
 LO0188
 LO0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL098162(NAD 83)
 LO0188
 LO0188                          SUPERSEDED SURVEY CONTROL
 LO0188
 LO0188  NGVD 29 (??/??/92) 2766.250  (m)         9075.61   (f) ADJ UNCH    2 0
 LO0188
 LO0188.Superseded values are not recommended for survey control.
 LO0188
 LO0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0188.See file dsdata.pdf to determine how the superseded data were derived.
 LO0188
 LO0188_MARKER: DB = BENCH MARK DISK
 LO0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0188_SP_SET: CULVERT
 LO0188_STAMPING: V 160 1962
 LO0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0188
 LO0188  HISTORY     - Date     Condition        Report By
 LO0188  HISTORY     - 1962     MONUMENTED       CGS
 LO0188
 LO0188                          STATION DESCRIPTION
 LO0188
 LO0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0188'40.85 MI NE FROM KAMAS.
 LO0188'40.85 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF
 LO0188'U.S. HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP OF A 2-BY 3-FOOT
 LO0188'BOULDER WHICH PROJECTS 1 FOOT ABOVE THE GROUND, 46 FEET WEST OF THE
 LO0188'CENTER LINE OF THE HIGHWAY, 29 FEET WEST OF THE WEST END OF A 24-INCH
 LO0188'PIPE CULVERT, 52 FEET NORTH OF A WITNESS POST, AND ABOUT 2 1/2 FEET
 LO0188'HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0344 ***********************************************************************
 LO0344  DESIGNATION -  V 161
 LO0344  PID         -  LO0344
 LO0344  STATE/COUNTY-  UT/SUMMIT
 LO0344  COUNTRY     -  US
 LO0344  USGS QUAD   -  UPTON (2017)
 LO0344
 LO0344                         *CURRENT SURVEY CONTROL
 LO0344  ______________________________________________________________________
 LO0344* NAD 83(1986) POSITION- 40 56 25.2    (N) 111 10 22.6    (W)   HD_HELD2
 LO0344* NAVD 88 ORTHO HEIGHT -  1955.172 (meters)     6414.59  (feet) ADJUSTED
 LO0344  ______________________________________________________________________
 LO0344  GEOID HEIGHT    -        -15.103 (meters)                     GEOID18
 LO0344  DYNAMIC HEIGHT  -       1953.331 (meters)     6408.55  (feet) COMP
 LO0344  MODELED GRAVITY -    979,613.8   (mgal)                       NAVD 88
 LO0344
 LO0344  VERT ORDER      -  SECOND    CLASS 0
 LO0344
 LO0344.The horizontal coordinates were established by autonomous hand held GPS
 LO0344.observations and have an estimated accuracy of +/- 10 meters.
 LO0344
 LO0344.The orthometric height was determined by differential leveling and
 LO0344.adjusted by the NATIONAL GEODETIC SURVEY
 LO0344.in June 1991.
 LO0344
 LO0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0344.GEOID18 height accuracy estimate available here.
 LO0344
 LO0344.Click photographs - Photos may exist for this station.
 LO0344
 LO0344.The dynamic height is computed by dividing the NAVD 88
 LO0344.geopotential number by the normal gravity value computed on the
 LO0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0344.degrees latitude (g = 980.6199 gals.).
 LO0344
 LO0344.The modeled gravity was interpolated from observed gravity values.
 LO0344
 LO0344;                    North         East    Units  Estimated Accuracy
 LO0344;SPC UT N     - 1,067,459.      527,541.      MT  (+/- 10 meters HH2 GPS)
 LO0344
 LO0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL8544132147(NAD 83)
 LO0344
 LO0344                          SUPERSEDED SURVEY CONTROL
 LO0344
 LO0344  NGVD 29 (??/??/92) 1953.808  (m)         6410.12   (f) ADJ UNCH    2 0
 LO0344
 LO0344.Superseded values are not recommended for survey control.
 LO0344
 LO0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0344.See file dsdata.pdf to determine how the superseded data were derived.
 LO0344
 LO0344_MARKER: DB = BENCH MARK DISK
 LO0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0344_STAMPING: V 161 1962
 LO0344_MARK LOGO: CGS
 LO0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0344+STABILITY: SURFACE MOTION
 LO0344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0344+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2012
 LO0344
 LO0344  HISTORY     - Date     Condition        Report By
 LO0344  HISTORY     - 1962     MONUMENTED       CGS
 LO0344  HISTORY     - 20120424 GOOD             GEOCAC
 LO0344
 LO0344                          STATION DESCRIPTION
 LO0344
 LO0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0344'14.3 MI E FROM COALVILLE.
 LO0344'14.3 MILES EAST ALONG STATE HIGHWAY 133 FROM THE COURT HOUSE AT
 LO0344'COALVILLE, 0.4 MILE EAST OF A BRICK FARMHOUSE, 39 FEET SOUTH OF THE
 LO0344'CENTER LINE OF THE HIGHWAY, 13 FEET EAST OF THE CENTER LINE OF A FARM
 LO0344'ROAD SOUTH INTO A FIELD, 6 FEET EAST OF THE EAST END OF A STEEL GATE,
 LO0344'1.7 FEET NORTH OF A FENCE, 1.7 FEET WEST OF A WITNESS POST, 10 FEET
 LO0344'NORTH OF THE CENTER OF THE EAST END OF A 24-INCH PIPE CULVERT UNDER
 LO0344'THE ROAD, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 LO0344'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LO0344
 LO0344                          STATION RECOVERY (2012)
 LO0344
 LO0344'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 LO0344'RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS. THE 24-INCH
 LO0344'CONCRETE PIPE CULVERT HAS BEEN BROKEN UP AND REMOVED TO THE VICINITY
 LO0344'OF ITS INSTALLED POSITION. THE FARM ROAD LEADING INTO THE FIELD AND
 LO0344'OVER THE CULVERT HAS BEEN ABANDONED AND THE GATE IN THE FENCE REMOVED.
 LO0344'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0576 ***********************************************************************
 HN0576  DESIGNATION -  V 162
 HN0576  PID         -  HN0576
 HN0576  STATE/COUNTY-  UT/GARFIELD
 HN0576  COUNTRY     -  US
 HN0576  USGS QUAD   -  ESCALANTE (2017)
 HN0576
 HN0576                         *CURRENT SURVEY CONTROL
 HN0576  ______________________________________________________________________
 HN0576* NAD 83(1986) POSITION- 37 49 52.     (N) 111 36 53.     (W)   SCALED
 HN0576* NAVD 88 ORTHO HEIGHT -  1872.531 (meters)     6143.46  (feet) ADJUSTED
 HN0576  ______________________________________________________________________
 HN0576  GEOID HEIGHT    -        -19.553 (meters)                     GEOID18
 HN0576  DYNAMIC HEIGHT  -       1870.342 (meters)     6136.28  (feet) COMP
 HN0576  MODELED GRAVITY -    979,394.3   (mgal)                       NAVD 88
 HN0576
 HN0576  VERT ORDER      -  SECOND    CLASS 0
 HN0576
 HN0576.The horizontal coordinates were scaled from a map and have
 HN0576.an estimated accuracy of +/- 6 seconds.
 HN0576
 HN0576.The orthometric height was determined by differential leveling and
 HN0576.adjusted by the NATIONAL GEODETIC SURVEY
 HN0576.in June 1991.
 HN0576
 HN0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0576.GEOID18 height accuracy estimate available here.
 HN0576
 HN0576.Click photographs - Photos may exist for this station.
 HN0576
 HN0576.The dynamic height is computed by dividing the NAVD 88
 HN0576.geopotential number by the normal gravity value computed on the
 HN0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0576.degrees latitude (g = 980.6199 gals.).
 HN0576
 HN0576.The modeled gravity was interpolated from observed gravity values.
 HN0576
 HN0576;                    North         East    Units  Estimated Accuracy
 HN0576;SPC UT S     - 3,129,240.      489,900.      MT  (+/- 180 meters Scaled)
 HN0576
 HN0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG459872(NAD 83)
 HN0576
 HN0576                          SUPERSEDED SURVEY CONTROL
 HN0576
 HN0576  NGVD 29 (??/??/92) 1871.305  (m)         6139.44   (f) ADJ UNCH    2 0
 HN0576
 HN0576.Superseded values are not recommended for survey control.
 HN0576
 HN0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0576.See file dsdata.pdf to determine how the superseded data were derived.
 HN0576
 HN0576_MARKER: DB = BENCH MARK DISK
 HN0576_SETTING: 80 = SET IN A BOULDER
 HN0576_STAMPING: V 162 1962
 HN0576_MARK LOGO: CGS
 HN0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0576+STABILITY: SURFACE MOTION
 HN0576
 HN0576  HISTORY     - Date     Condition        Report By
 HN0576  HISTORY     - 1962     MONUMENTED       CGS
 HN0576  HISTORY     - 1963     GOOD             CGS
 HN0576
 HN0576                          STATION DESCRIPTION
 HN0576
 HN0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0576'4.95 MI N FROM ESCALANTE.
 HN0576'4.95 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 HN0576'ESCALANTE, AT THE SOUTH EDGE OF A SMALL CLEARING, IN THE TOP OF A 2
 HN0576'1/2- BY 3-FOOT BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND,
 HN0576'77 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 20 FEET WEST OF THE
 HN0576'WEST BANK OF A CREEK, 2.1 FEET EAST OF A WITNESS POST, AND ABOUT 1/2
 HN0576'FOOT LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0642 ***********************************************************************
 HN0642  DESIGNATION -  V 163
 HN0642  PID         -  HN0642
 HN0642  STATE/COUNTY-  UT/GARFIELD
 HN0642  COUNTRY     -  US
 HN0642  USGS QUAD   -  CANAAN CREEK (2017)
 HN0642
 HN0642                         *CURRENT SURVEY CONTROL
 HN0642  ______________________________________________________________________
 HN0642* NAD 83(1986) POSITION- 37 44 30.5    (N) 111 43 09.8    (W)   HD_HELD2
 HN0642* NAVD 88 ORTHO HEIGHT -  1943.807 (meters)     6377.31  (feet) ADJUSTED
 HN0642  ______________________________________________________________________
 HN0642  GEOID HEIGHT    -        -19.869 (meters)                     GEOID18
 HN0642  DYNAMIC HEIGHT  -       1941.488 (meters)     6369.70  (feet) COMP
 HN0642  MODELED GRAVITY -    979,367.9   (mgal)                       NAVD 88
 HN0642
 HN0642  VERT ORDER      -  SECOND    CLASS 0
 HN0642
 HN0642.The horizontal coordinates were established by autonomous hand held GPS
 HN0642.observations and have an estimated accuracy of +/- 10 meters.
 HN0642
 HN0642.The orthometric height was determined by differential leveling and
 HN0642.adjusted by the NATIONAL GEODETIC SURVEY
 HN0642.in June 1991.
 HN0642
 HN0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0642.GEOID18 height accuracy estimate available here.
 HN0642
 HN0642.Click photographs - Photos may exist for this station.
 HN0642
 HN0642.The dynamic height is computed by dividing the NAVD 88
 HN0642.geopotential number by the normal gravity value computed on the
 HN0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0642.degrees latitude (g = 980.6199 gals.).
 HN0642
 HN0642.The modeled gravity was interpolated from observed gravity values.
 HN0642
 HN0642;                    North         East    Units  Estimated Accuracy
 HN0642;SPC UT S     - 3,119,345.      480,664.      MT  (+/- 10 meters HH2 GPS)
 HN0642
 HN0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG3661877412(NAD 83)
 HN0642
 HN0642                          SUPERSEDED SURVEY CONTROL
 HN0642
 HN0642  NGVD 29 (??/??/92) 1942.533  (m)         6373.13   (f) ADJ UNCH    2 0
 HN0642
 HN0642.Superseded values are not recommended for survey control.
 HN0642
 HN0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0642.See file dsdata.pdf to determine how the superseded data were derived.
 HN0642
 HN0642_MARKER: DB = BENCH MARK DISK
 HN0642_SETTING: 80 = SET IN A BOULDER
 HN0642_STAMPING: V 163 1962
 HN0642_MARK LOGO: CGS
 HN0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0642+STABILITY: SURFACE MOTION
 HN0642
 HN0642  HISTORY     - Date     Condition        Report By
 HN0642  HISTORY     - 1962     MONUMENTED       CGS
 HN0642  HISTORY     - 1963     GOOD             CGS
 HN0642
 HN0642                          STATION DESCRIPTION
 HN0642
 HN0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0642'7.75 MI SW FROM ESCALANTE.
 HN0642'7.75 MILES SOUTHWEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD
 HN0642'CHURCH AT ESCALANTE, ON THE OUTSIDE OF A LONG CURVE, IN THE TOP OF A
 HN0642'LARGE SANDSTONE BOULDER WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND,
 HN0642'39 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 19 1/2 FEET NORTH
 HN0642'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF A 48-INCH
 HN0642'PIPE CULVERT, 7.6 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 2 FEET
 HN0642'HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0664 ***********************************************************************
 HN0664  DESIGNATION -  V 164
 HN0664  PID         -  HN0664
 HN0664  STATE/COUNTY-  UT/GARFIELD
 HN0664  COUNTRY     -  US
 HN0664  USGS QUAD   -  HENRIEVILLE (2017)
 HN0664
 HN0664                         *CURRENT SURVEY CONTROL
 HN0664  ______________________________________________________________________
 HN0664* NAD 83(1986) POSITION- 37 36 03.     (N) 111 58 05.     (W)   SCALED
 HN0664* NAVD 88 ORTHO HEIGHT -  1912.052 (meters)     6273.12  (feet) ADJUSTED
 HN0664  ______________________________________________________________________
 HN0664  GEOID HEIGHT    -        -20.350 (meters)                     GEOID18
 HN0664  DYNAMIC HEIGHT  -       1909.783 (meters)     6265.68  (feet) COMP
 HN0664  MODELED GRAVITY -    979,375.0   (mgal)                       NAVD 88
 HN0664
 HN0664  VERT ORDER      -  SECOND    CLASS 0
 HN0664
 HN0664.The horizontal coordinates were scaled from a map and have
 HN0664.an estimated accuracy of +/- 6 seconds.
 HN0664
 HN0664.The orthometric height was determined by differential leveling and
 HN0664.adjusted by the NATIONAL GEODETIC SURVEY
 HN0664.in June 1991.
 HN0664
 HN0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0664.GEOID18 height accuracy estimate available here.
 HN0664
 HN0664.Click photographs - Photos may exist for this station.
 HN0664
 HN0664.The dynamic height is computed by dividing the NAVD 88
 HN0664.geopotential number by the normal gravity value computed on the
 HN0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0664.degrees latitude (g = 980.6199 gals.).
 HN0664
 HN0664.The modeled gravity was interpolated from observed gravity values.
 HN0664
 HN0664;                    North         East    Units  Estimated Accuracy
 HN0664;SPC UT S     - 3,103,780.      458,670.      MT  (+/- 180 meters Scaled)
 HN0664
 HN0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG145619(NAD 83)
 HN0664
 HN0664                          SUPERSEDED SURVEY CONTROL
 HN0664
 HN0664  NGVD 29 (??/??/92) 1910.783  (m)         6268.96   (f) ADJ UNCH    2 0
 HN0664
 HN0664.Superseded values are not recommended for survey control.
 HN0664
 HN0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0664.See file dsdata.pdf to determine how the superseded data were derived.
 HN0664
 HN0664_MARKER: DB = BENCH MARK DISK
 HN0664_SETTING: 80 = SET IN A BOULDER
 HN0664_STAMPING: V 164 1963
 HN0664_MARK LOGO: CGS
 HN0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0664+STABILITY: SURFACE MOTION
 HN0664
 HN0664  HISTORY     - Date     Condition        Report By
 HN0664  HISTORY     - 1963     MONUMENTED       CGS
 HN0664
 HN0664                          STATION DESCRIPTION
 HN0664
 HN0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0664'11.3 MI SE FROM TROPIC.
 HN0664'11.3 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT
 HN0664'TROPIC, 0.1 MILE EAST OF THE JUNCTION OF A DIRT ROAD NORTHEAST, ON THE
 HN0664'NORTHWEST SLOPE OF A SMALL HILL, ABOUT 200 FEET EAST OF MILEPOST 19,
 HN0664'IN THE TOP OF A 4- BY 5-FOOT BOULDER WHICH PROJECTS 1 1/2 FEET ABOVE
 HN0664'THE GROUND, 186 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 HN0664'165.0 FEET SOUTHEAST OF THE CENTER OF THE SOUTHEAST END OF THE
 HN0664'NORTHEAST ONE OF TWO 24-INCH PIPE CULVERTS, AND ABOUT 12 FEET HIGHER
 HN0664'THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0599 ***********************************************************************
 HN0599  DESIGNATION -  V 165
 HN0599  PID         -  HN0599
 HN0599  STATE/COUNTY-  UT/GARFIELD
 HN0599  COUNTRY     -  US
 HN0599  USGS QUAD   -  SWEETWATER CREEK (2017)
 HN0599
 HN0599                         *CURRENT SURVEY CONTROL
 HN0599  ______________________________________________________________________
 HN0599* NAD 83(1986) POSITION- 37 49 35.     (N) 111 57 23.     (W)   SCALED
 HN0599* NAVD 88 ORTHO HEIGHT -  2434.940 (meters)     7988.63  (feet) ADJUSTED
 HN0599  ______________________________________________________________________
 HN0599  GEOID HEIGHT    -        -19.273 (meters)                     GEOID18
 HN0599  DYNAMIC HEIGHT  -       2431.860 (meters)     7978.53  (feet) COMP
 HN0599  MODELED GRAVITY -    979,276.3   (mgal)                       NAVD 88
 HN0599
 HN0599  VERT ORDER      -  SECOND    CLASS 0
 HN0599
 HN0599.The horizontal coordinates were scaled from a map and have
 HN0599.an estimated accuracy of +/- 6 seconds.
 HN0599
 HN0599.The orthometric height was determined by differential leveling and
 HN0599.adjusted by the NATIONAL GEODETIC SURVEY
 HN0599.in June 1991.
 HN0599
 HN0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0599.GEOID18 height accuracy estimate available here.
 HN0599
 HN0599.Click photographs - Photos may exist for this station.
 HN0599
 HN0599.The dynamic height is computed by dividing the NAVD 88
 HN0599.geopotential number by the normal gravity value computed on the
 HN0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0599.degrees latitude (g = 980.6199 gals.).
 HN0599
 HN0599.The modeled gravity was interpolated from observed gravity values.
 HN0599
 HN0599;                    North         East    Units  Estimated Accuracy
 HN0599;SPC UT S     - 3,128,810.      459,820.      MT  (+/- 180 meters Scaled)
 HN0599
 HN0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG158869(NAD 83)
 HN0599
 HN0599                          SUPERSEDED SURVEY CONTROL
 HN0599
 HN0599  NGVD 29 (??/??/92) 2433.528  (m)         7984.00   (f) ADJ UNCH    2 0
 HN0599
 HN0599.Superseded values are not recommended for survey control.
 HN0599
 HN0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0599.See file dsdata.pdf to determine how the superseded data were derived.
 HN0599
 HN0599_MARKER: DB = BENCH MARK DISK
 HN0599_SETTING: 66 = SET IN ROCK OUTCROP
 HN0599_STAMPING: V 165 1963
 HN0599_MARK LOGO: CGS
 HN0599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0599+STABILITY: POSITION/ELEVATION WELL
 HN0599
 HN0599  HISTORY     - Date     Condition        Report By
 HN0599  HISTORY     - 1963     MONUMENTED       CGS
 HN0599
 HN0599                          STATION DESCRIPTION
 HN0599
 HN0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0599'24.65 MI NW FROM ESCALANTE.
 HN0599'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0599'AT ESCALANTE, THENCE 19.8 MILES NORTHWEST ALONG A DIRT ROAD, IN THE
 HN0599'TOP OF A SHELF ON THE SOUTHWEST SLOPE OF A SMALL OUTCROP, 17 FEET
 HN0599'NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.8 FEET
 HN0599'NORTH-NORTHWEST OF A WITNESS POST, AND ABOUT 5 FEET HIGHER THAN THE
 HN0599'ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0209 ***********************************************************************
 JN0209  DESIGNATION -  V 166
 JN0209  PID         -  JN0209
 JN0209  STATE/COUNTY-  UT/GARFIELD
 JN0209  COUNTRY     -  US
 JN0209  USGS QUAD   -  BIG LAKE (2017)
 JN0209
 JN0209                         *CURRENT SURVEY CONTROL
 JN0209  ______________________________________________________________________
 JN0209* NAD 83(1986) POSITION- 38 05 07.     (N) 111 41 22.     (W)   SCALED
 JN0209* NAVD 88 ORTHO HEIGHT -  3009.645 (meters)     9874.14  (feet) ADJUSTED
 JN0209  ______________________________________________________________________
 JN0209  GEOID HEIGHT    -        -17.940 (meters)                     GEOID18
 JN0209  DYNAMIC HEIGHT  -       3005.620 (meters)     9860.94  (feet) COMP
 JN0209  MODELED GRAVITY -    979,180.8   (mgal)                       NAVD 88
 JN0209
 JN0209  VERT ORDER      -  SECOND    CLASS 0
 JN0209
 JN0209.The horizontal coordinates were scaled from a map and have
 JN0209.an estimated accuracy of +/- 6 seconds.
 JN0209
 JN0209.The orthometric height was determined by differential leveling and
 JN0209.adjusted by the NATIONAL GEODETIC SURVEY
 JN0209.in June 1991.
 JN0209
 JN0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0209.GEOID18 height accuracy estimate available here.
 JN0209
 JN0209.Click photographs - Photos may exist for this station.
 JN0209
 JN0209.The dynamic height is computed by dividing the NAVD 88
 JN0209.geopotential number by the normal gravity value computed on the
 JN0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0209.degrees latitude (g = 980.6199 gals.).
 JN0209
 JN0209.The modeled gravity was interpolated from observed gravity values.
 JN0209
 JN0209;                    North         East    Units  Estimated Accuracy
 JN0209;SPC UT S     - 3,157,460.      483,380.      MT  (+/- 180 meters Scaled)
 JN0209
 JN0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH395155(NAD 83)
 JN0209
 JN0209                          SUPERSEDED SURVEY CONTROL
 JN0209
 JN0209  NGVD 29 (??/??/92) 3008.085  (m)         9869.03   (f) ADJ UNCH    2 0
 JN0209
 JN0209.Superseded values are not recommended for survey control.
 JN0209
 JN0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0209.See file dsdata.pdf to determine how the superseded data were derived.
 JN0209
 JN0209_MARKER: DB = BENCH MARK DISK
 JN0209_SETTING: 80 = SET IN A BOULDER
 JN0209_STAMPING: V 166 1963
 JN0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0209+STABILITY: SURFACE MOTION
 JN0209
 JN0209  HISTORY     - Date     Condition        Report By
 JN0209  HISTORY     - 1963     MONUMENTED       CGS
 JN0209
 JN0209                          STATION DESCRIPTION
 JN0209
 JN0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0209'24.9 MI S FROM LOA.
 JN0209'24.9 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0209'24 AT LOA, 0.2 MILE NORTH OF A BIG LAKE SIGN, 0.1 MILE NORTH OF A DIRT
 JN0209'ROAD WEST, IN THE TOP OF A 2- BY 3-FOOT BOULDER WHICH PROJECTS ABOUT
 JN0209'1/2 FOOT ABOVE THE GROUND, 89 FEET NORTH OF THE CENTER LINE OF THE
 JN0209'ROAD, 1.8 FEET WEST OF A WITNESS POST, AND ABOUT 2 1/2 FEET LOWER THAN
 JN0209'THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0230 ***********************************************************************
 JN0230  DESIGNATION -  V 167
 JN0230  PID         -  JN0230
 JN0230  STATE/COUNTY-  UT/WAYNE
 JN0230  COUNTRY     -  US
 JN0230  USGS QUAD   -  BICKNELL (2017)
 JN0230
 JN0230                         *CURRENT SURVEY CONTROL
 JN0230  ______________________________________________________________________
 JN0230* NAD 83(1986) POSITION- 38 18 36.     (N) 111 37 03.     (W)   SCALED
 JN0230* NAVD 88 ORTHO HEIGHT -  2277.428 (meters)     7471.86  (feet) ADJUSTED
 JN0230  ______________________________________________________________________
 JN0230  GEOID HEIGHT    -        -17.824 (meters)                     GEOID18
 JN0230  DYNAMIC HEIGHT  -       2274.710 (meters)     7462.94  (feet) COMP
 JN0230  MODELED GRAVITY -    979,353.0   (mgal)                       NAVD 88
 JN0230
 JN0230  VERT ORDER      -  SECOND    CLASS 0
 JN0230
 JN0230.The horizontal coordinates were scaled from a map and have
 JN0230.an estimated accuracy of +/- 6 seconds.
 JN0230
 JN0230.The orthometric height was determined by differential leveling and
 JN0230.adjusted by the NATIONAL GEODETIC SURVEY
 JN0230.in June 1991.
 JN0230
 JN0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0230.GEOID18 height accuracy estimate available here.
 JN0230
 JN0230.Click photographs - Photos may exist for this station.
 JN0230
 JN0230.The dynamic height is computed by dividing the NAVD 88
 JN0230.geopotential number by the normal gravity value computed on the
 JN0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0230.degrees latitude (g = 980.6199 gals.).
 JN0230
 JN0230.The modeled gravity was interpolated from observed gravity values.
 JN0230
 JN0230;                    North         East    Units  Estimated Accuracy
 JN0230;SPC UT S     - 3,182,400.      489,720.      MT  (+/- 180 meters Scaled)
 JN0230
 JN0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH460403(NAD 83)
 JN0230
 JN0230                          SUPERSEDED SURVEY CONTROL
 JN0230
 JN0230  NGVD 29 (??/??/92) 2276.082  (m)         7467.45   (f) ADJ UNCH    2 0
 JN0230
 JN0230.Superseded values are not recommended for survey control.
 JN0230
 JN0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0230.See file dsdata.pdf to determine how the superseded data were derived.
 JN0230
 JN0230_MARKER: DB = BENCH MARK DISK
 JN0230_SETTING: 80 = SET IN A BOULDER
 JN0230_STAMPING: V 167 1963
 JN0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0230+STABILITY: SURFACE MOTION
 JN0230
 JN0230  HISTORY     - Date     Condition        Report By
 JN0230  HISTORY     - 1963     MONUMENTED       CGS
 JN0230  HISTORY     - 1979     GOOD             USGS
 JN0230
 JN0230                          STATION DESCRIPTION
 JN0230
 JN0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0230'7.3 MI S FROM LOA.
 JN0230'7.3 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0230'24 AT LOA, 0.35 MILE NORTHEAST OF THE CROSSING OF BIG HOLLOW, IN THE
 JN0230'TOP OF A 4- BY 4-FOOT BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE
 JN0230'GROUND, 44 FEET NORTH OF THE CENTER LINE OF THE ROAD, 5.2 FEET NORTH
 JN0230'OF A WITNESS POST, AND ABOUT 4 1/2 FEET LOWER THAN THE ROAD.
 JN0230
 JN0230                          STATION RECOVERY (1979)
 JN0230
 JN0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JN0230'7.1 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0230'24 AT LOA, 0.35 MILES NORTHEAST OF THE CROSSING OF BIG HOLLOW, 53
 JN0230'FEET NORTH OF THE CENTERLINE OF THE ROAD, ABOUT 3.5 FEET LOWER THAN
 JN0230'ROAD, IN THE TOP OF A 4 BY 4 FOOT BOULDER WHICH PROJECTS ABOUT 1 FOOT
 JN0230'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0484 ***********************************************************************
 HN0484  DESIGNATION -  V 168
 HN0484  PID         -  HN0484
 HN0484  STATE/COUNTY-  UT/KANE
 HN0484  COUNTRY     -  US
 HN0484  USGS QUAD   -  BASIN CANYON (2017)
 HN0484
 HN0484                         *CURRENT SURVEY CONTROL
 HN0484  ______________________________________________________________________
 HN0484* NAD 83(1986) POSITION- 37 29 15.     (N) 111 15 21.     (W)   SCALED
 HN0484* NAVD 88 ORTHO HEIGHT -  1483.844 (meters)     4868.24  (feet) ADJUSTED
 HN0484  ______________________________________________________________________
 HN0484  GEOID HEIGHT    -        -21.809 (meters)                     GEOID18
 HN0484  DYNAMIC HEIGHT  -       1482.183 (meters)     4862.80  (feet) COMP
 HN0484  MODELED GRAVITY -    979,458.9   (mgal)                       NAVD 88
 HN0484
 HN0484  VERT ORDER      -  SECOND    CLASS 0
 HN0484
 HN0484.The horizontal coordinates were scaled from a map and have
 HN0484.an estimated accuracy of +/- 6 seconds.
 HN0484
 HN0484.The orthometric height was determined by differential leveling and
 HN0484.adjusted by the NATIONAL GEODETIC SURVEY
 HN0484.in June 1991.
 HN0484
 HN0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0484.GEOID18 height accuracy estimate available here.
 HN0484
 HN0484.Click photographs - Photos may exist for this station.
 HN0484
 HN0484.The dynamic height is computed by dividing the NAVD 88
 HN0484.geopotential number by the normal gravity value computed on the
 HN0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0484.degrees latitude (g = 980.6199 gals.).
 HN0484
 HN0484.The modeled gravity was interpolated from observed gravity values.
 HN0484
 HN0484;                    North         East    Units  Estimated Accuracy
 HN0484;SPC UT S     - 3,091,130.      521,590.      MT  (+/- 180 meters Scaled)
 HN0484
 HN0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG773489(NAD 83)
 HN0484
 HN0484                          SUPERSEDED SURVEY CONTROL
 HN0484
 HN0484  NGVD 29 (??/??/92) 1482.798  (m)         4864.81   (f) ADJ UNCH    2 0
 HN0484
 HN0484.Superseded values are not recommended for survey control.
 HN0484
 HN0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0484.See file dsdata.pdf to determine how the superseded data were derived.
 HN0484
 HN0484_MARKER: DB = BENCH MARK DISK
 HN0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0484_STAMPING: V 168 1963
 HN0484_MARK LOGO: CGS
 HN0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0484+STABILITY: SURFACE MOTION
 HN0484
 HN0484  HISTORY     - Date     Condition        Report By
 HN0484  HISTORY     - 1963     MONUMENTED       CGS
 HN0484
 HN0484                          STATION DESCRIPTION
 HN0484
 HN0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0484'28.1 MI SE FROM ESCALANTE.
 HN0484'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0484'AT ESCALANTE, THENCE 23.1 MILES SOUTHEAST ALONG A DIRT ROAD, 0.3 MILE
 HN0484'NORTHWEST OF A CATTLEGUARD, 0.25 MILE NORTHWEST OF A STOCK CORRAL, 0.2
 HN0484'MILE NORTHWEST OF CAT SPRING AND A LARGE WATER TANK, 0.05 MILE
 HN0484'SOUTHEAST OF THE CROSSING OF A LARGE WASH AND COTTONWOOD TREE, ON THE
 HN0484'TOP OF THE SOUTHEAST BANK OF THE WASH, 29 FEET SOUTHWEST OF THE
 HN0484'CENTERLINE OF THE ROAD, 1.7 FEET NORTHEAST OF A WITNESS POST, ABOUT 1
 HN0484'1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HN0484'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0190 ***********************************************************************
 JN0190  DESIGNATION -  V 169
 JN0190  PID         -  JN0190
 JN0190  STATE/COUNTY-  UT/WAYNE
 JN0190  COUNTRY     -  US
 JN0190  USGS QUAD   -  LOA (2017)
 JN0190
 JN0190                         *CURRENT SURVEY CONTROL
 JN0190  ______________________________________________________________________
 JN0190* NAD 83(1986) POSITION- 38 25 56.     (N) 111 43 51.     (W)   SCALED
 JN0190* NAVD 88 ORTHO HEIGHT -  2399.173 (meters)     7871.29  (feet) ADJUSTED
 JN0190  ______________________________________________________________________
 JN0190  GEOID HEIGHT    -        -17.686 (meters)                     GEOID18
 JN0190  DYNAMIC HEIGHT  -       2396.300 (meters)     7861.86  (feet) COMP
 JN0190  MODELED GRAVITY -    979,343.8   (mgal)                       NAVD 88
 JN0190
 JN0190  VERT ORDER      -  SECOND    CLASS 0
 JN0190
 JN0190.The horizontal coordinates were scaled from a map and have
 JN0190.an estimated accuracy of +/- 6 seconds.
 JN0190
 JN0190.The orthometric height was determined by differential leveling and
 JN0190.adjusted by the NATIONAL GEODETIC SURVEY
 JN0190.in June 1991.
 JN0190
 JN0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0190.GEOID18 height accuracy estimate available here.
 JN0190
 JN0190.Click photographs - Photos may exist for this station.
 JN0190
 JN0190.The dynamic height is computed by dividing the NAVD 88
 JN0190.geopotential number by the normal gravity value computed on the
 JN0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0190.degrees latitude (g = 980.6199 gals.).
 JN0190
 JN0190.The modeled gravity was interpolated from observed gravity values.
 JN0190
 JN0190;                    North         East    Units  Estimated Accuracy
 JN0190;SPC UT S     - 3,195,980.      479,850.      MT  (+/- 180 meters Scaled)
 JN0190
 JN0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH362540(NAD 83)
 JN0190
 JN0190                          SUPERSEDED SURVEY CONTROL
 JN0190
 JN0190  NGVD 29 (??/??/92) 2397.792  (m)         7866.76   (f) ADJ UNCH    2 0
 JN0190
 JN0190.Superseded values are not recommended for survey control.
 JN0190
 JN0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0190.See file dsdata.pdf to determine how the superseded data were derived.
 JN0190
 JN0190_MARKER: DB = BENCH MARK DISK
 JN0190_SETTING: 80 = SET IN A BOULDER
 JN0190_STAMPING: V 169 1963
 JN0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0190+STABILITY: SURFACE MOTION
 JN0190
 JN0190  HISTORY     - Date     Condition        Report By
 JN0190  HISTORY     - 1963     MONUMENTED       CGS
 JN0190
 JN0190                          STATION DESCRIPTION
 JN0190
 JN0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0190'6.15 MI NW FROM LOA.
 JN0190'6.15 MILES NORTHWEST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE AT
 JN0190'LOA, 216 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 49 1/2 FEET
 JN0190'NORTH OF A POWER LINE, IN THE TOP OF A 2 BY 5-FOOT BOULDER WHICH
 JN0190'PROJECTS 1.5 FEET ABOVE THE GROUND, AND ABOUT 15 FEET LOWER THAN THE
 JN0190'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0470 ***********************************************************************
 LO0470  DESIGNATION -  V 17
 LO0470  PID         -  LO0470
 LO0470  STATE/COUNTY-  UT/UTAH
 LO0470  COUNTRY     -  US
 LO0470  USGS QUAD   -  PELICAN POINT (2017)
 LO0470
 LO0470                         *CURRENT SURVEY CONTROL
 LO0470  ______________________________________________________________________
 LO0470* NAD 83(1986) POSITION- 40 19 38.     (N) 111 45 37.     (W)   SCALED
 LO0470* NAVD 88 ORTHO HEIGHT -  1373.716 (meters)     4506.93  (feet) ADJUSTED
 LO0470  ______________________________________________________________________
 LO0470  GEOID HEIGHT    -        -17.227 (meters)                     GEOID18
 LO0470  DYNAMIC HEIGHT  -       1372.521 (meters)     4503.01  (feet) COMP
 LO0470  MODELED GRAVITY -    979,708.7   (mgal)                       NAVD 88
 LO0470
 LO0470  VERT ORDER      -  FIRST     CLASS II
 LO0470
 LO0470.The horizontal coordinates were scaled from a map and have
 LO0470.an estimated accuracy of +/- 6 seconds.
 LO0470
 LO0470.The orthometric height was determined by differential leveling and
 LO0470.adjusted by the NATIONAL GEODETIC SURVEY
 LO0470.in June 1991.
 LO0470
 LO0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0470.GEOID18 height accuracy estimate available here.
 LO0470
 LO0470.Click photographs - Photos may exist for this station.
 LO0470
 LO0470.The dynamic height is computed by dividing the NAVD 88
 LO0470.geopotential number by the normal gravity value computed on the
 LO0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0470.degrees latitude (g = 980.6199 gals.).
 LO0470
 LO0470.The modeled gravity was interpolated from observed gravity values.
 LO0470
 LO0470;                    North         East    Units  Estimated Accuracy
 LO0470;SPC UT C     - 2,221,400.      477,880.      MT  (+/- 180 meters Scaled)
 LO0470
 LO0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK354643(NAD 83)
 LO0470
 LO0470                          SUPERSEDED SURVEY CONTROL
 LO0470
 LO0470  NGVD 29 (??/??/92) 1372.705  (m)         4503.62   (f) ADJ UNCH    1 2
 LO0470
 LO0470.Superseded values are not recommended for survey control.
 LO0470
 LO0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0470.See file dsdata.pdf to determine how the superseded data were derived.
 LO0470
 LO0470_MARKER: DB = BENCH MARK DISK
 LO0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0470_STAMPING: 4503.616 V 17 1927
 LO0470_MARK LOGO: CGS
 LO0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0470+STABILITY: SURFACE MOTION
 LO0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0470+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 LO0470
 LO0470  HISTORY     - Date     Condition        Report By
 LO0470  HISTORY     - 1927     MONUMENTED       CGS
 LO0470  HISTORY     - 1934     GOOD             CGS
 LO0470  HISTORY     - 19900301 GOOD             USGS
 LO0470  HISTORY     - 20060415 GOOD             INDIV
 LO0470
 LO0470                          STATION DESCRIPTION
 LO0470
 LO0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0470'3.7 MI SE FROM AMERICAN FORK.
 LO0470'3.7 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 LO0470'FROM AMERICAN FORK, UTAH COUNTY, 35 FEET NORTH OF THE STATION AT
 LO0470'GENEVA, OPPOSITE MILEPOST 710, 20 FEET NORTH OF A GATE, AND 48 FEET
 LO0470'WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 LO0470'4503.616 V 17 1927 AND SET IN THE TOP OF A CONCRETE POST.
 LO0470
 LO0470                          STATION RECOVERY (1990)
 LO0470
 LO0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (RGB)
 LO0470'RECOVERED IN GOOD CONDITION.
 LO0470
 LO0470                          STATION RECOVERY (2006)
 LO0470
 LO0470'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RW)
 LO0470'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0030 ***********************************************************************
 MS0030  DESIGNATION -  V 170
 MS0030  PID         -  MS0030
 MS0030  STATE/COUNTY-  UT/BOX ELDER
 MS0030  COUNTRY     -  US
 MS0030  USGS QUAD   -  HONEYVILLE (2017)
 MS0030
 MS0030                         *CURRENT SURVEY CONTROL
 MS0030  ______________________________________________________________________
 MS0030* NAD 83(1986) POSITION- 41 39 18.     (N) 112 05 24.     (W)   SCALED
 MS0030* NAVD 88 ORTHO HEIGHT -  1304.525 (meters)     4279.93  (feet) ADJUSTED
 MS0030  ______________________________________________________________________
 MS0030  GEOID HEIGHT    -        -15.819 (meters)                     GEOID18
 MS0030  DYNAMIC HEIGHT  -       1303.612 (meters)     4276.93  (feet) COMP
 MS0030  MODELED GRAVITY -    979,878.4   (mgal)                       NAVD 88
 MS0030
 MS0030  VERT ORDER      -  FIRST     CLASS I
 MS0030
 MS0030.The horizontal coordinates were scaled from a map and have
 MS0030.an estimated accuracy of +/- 6 seconds.
 MS0030
 MS0030.The orthometric height was determined by differential leveling and
 MS0030.adjusted by the NATIONAL GEODETIC SURVEY
 MS0030.in June 1991.
 MS0030
 MS0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0030.GEOID18 height accuracy estimate available here.
 MS0030
 MS0030.Click photographs - Photos may exist for this station.
 MS0030
 MS0030.The dynamic height is computed by dividing the NAVD 88
 MS0030.geopotential number by the normal gravity value computed on the
 MS0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0030.degrees latitude (g = 980.6199 gals.).
 MS0030
 MS0030.The modeled gravity was interpolated from observed gravity values.
 MS0030
 MS0030;                    North         East    Units  Estimated Accuracy
 MS0030;SPC UT N     - 1,146,940.      450,860.      MT  (+/- 180 meters Scaled)
 MS0030
 MS0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM092120(NAD 83)
 MS0030
 MS0030                          SUPERSEDED SURVEY CONTROL
 MS0030
 MS0030  NGVD 29 (??/??/92) 1303.524  (m)         4276.65   (f) ADJ UNCH    1 1
 MS0030
 MS0030.Superseded values are not recommended for survey control.
 MS0030
 MS0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0030.See file dsdata.pdf to determine how the superseded data were derived.
 MS0030
 MS0030_MARKER: DB = BENCH MARK DISK
 MS0030_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0030_SP_SET: CULVERT HEADWALL
 MS0030_STAMPING: V 170 1967
 MS0030_MARK LOGO: CGS
 MS0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0030+STABILITY: SURFACE MOTION
 MS0030
 MS0030  HISTORY     - Date     Condition        Report By
 MS0030  HISTORY     - 1967     MONUMENTED       CGS
 MS0030
 MS0030                          STATION DESCRIPTION
 MS0030
 MS0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0030'1.45 MI N FROM HONEYVILLE.
 MS0030'1.45 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 MS0030'A COUNTY ROAD AT HONEYVILLE, 1/2 POLE SOUTH OF MILEPOLE 31.75, IN THE
 MS0030'TOP AND 0.9 FOOT NORTH OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL
 MS0030'OF LARGE CONCRETE ARCH CULVERT 31.74, 25.7 FEET WEST OF THE WEST RAIL,
 MS0030'AND ABOUT 12 FEET LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0165 ***********************************************************************
 MS0165  DESIGNATION -  V 171
 MS0165  PID         -  MS0165
 MS0165  STATE/COUNTY-  UT/BOX ELDER
 MS0165  COUNTRY     -  US
 MS0165  USGS QUAD   -  WILLARD (2017)
 MS0165
 MS0165                         *CURRENT SURVEY CONTROL
 MS0165  ______________________________________________________________________
 MS0165* NAD 83(1986) POSITION- 41 27 54.     (N) 112 01 59.     (W)   SCALED
 MS0165* NAVD 88 ORTHO HEIGHT -  1329.877 (meters)     4363.10  (feet) ADJUSTED
 MS0165  ______________________________________________________________________
 MS0165  GEOID HEIGHT    -        -16.136 (meters)                     GEOID18
 MS0165  DYNAMIC HEIGHT  -       1328.920 (meters)     4359.97  (feet) COMP
 MS0165  MODELED GRAVITY -    979,858.0   (mgal)                       NAVD 88
 MS0165
 MS0165  VERT ORDER      -  FIRST     CLASS I
 MS0165
 MS0165.The horizontal coordinates were scaled from a map and have
 MS0165.an estimated accuracy of +/- 6 seconds.
 MS0165
 MS0165.The orthometric height was determined by differential leveling and
 MS0165.adjusted by the NATIONAL GEODETIC SURVEY
 MS0165.in June 1991.
 MS0165
 MS0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0165.GEOID18 height accuracy estimate available here.
 MS0165
 MS0165.Click photographs - Photos may exist for this station.
 MS0165
 MS0165.The dynamic height is computed by dividing the NAVD 88
 MS0165.geopotential number by the normal gravity value computed on the
 MS0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0165.degrees latitude (g = 980.6199 gals.).
 MS0165
 MS0165.The modeled gravity was interpolated from observed gravity values.
 MS0165
 MS0165;                    North         East    Units  Estimated Accuracy
 MS0165;SPC UT N     - 1,125,810.      455,470.      MT  (+/- 180 meters Scaled)
 MS0165
 MS0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL137908(NAD 83)
 MS0165
 MS0165                          SUPERSEDED SURVEY CONTROL
 MS0165
 MS0165  NGVD 29 (??/??/92) 1328.884  (m)         4359.85   (f) ADJ UNCH    1 1
 MS0165
 MS0165.Superseded values are not recommended for survey control.
 MS0165
 MS0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0165.See file dsdata.pdf to determine how the superseded data were derived.
 MS0165
 MS0165_MARKER: DB = BENCH MARK DISK
 MS0165_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0165_SP_SET: IRRIGATION STRUCTURE
 MS0165_STAMPING: V 171 1967
 MS0165_MARK LOGO: CGS
 MS0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0165+STABILITY: SURFACE MOTION
 MS0165
 MS0165  HISTORY     - Date     Condition        Report By
 MS0165  HISTORY     - 1967     MONUMENTED       CGS
 MS0165
 MS0165                          STATION DESCRIPTION
 MS0165
 MS0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0165'3.5 MI S FROM BRIGHAM CITY.
 MS0165'3.5 MILES SOUTH ALONG U.S. HIGHWAYS 89, 91 AND 30S FROM THE COURTHOUSE
 MS0165'AT BRIGHAM CITY, 4.2 MILES NORTH OF WILLARD, 0.05 MILE NORTHEAST OF
 MS0165'THREE MILE CREEK WARD LATTER-DAY SAINTS CHURCH, IN THE TOP OF THE EAST
 MS0165'CORNER OF A 3 1/2- BY 6-FOOT IRRIGATION STRUCTURE UNDER THE HIGHWAY
 MS0165'WITH A STEEL GRATE, 47 FEET SOUTHEAST OF THE CENTER LINE OF THE
 MS0165'SOUTHEAST LANES OF THE HIGHWAY, 34 FEET SOUTHWEST OF THE EXTENDED
 MS0165'CENTER LINE OF AN ASPHALT ROAD NORTHWEST, 3.0 FEET SOUTHEAST OF A
 MS0165'FENCE, AND ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0548 ***********************************************************************
 LO0548  DESIGNATION -  V 172
 LO0548  PID         -  LO0548
 LO0548  STATE/COUNTY-  UT/SALT LAKE
 LO0548  COUNTRY     -  US
 LO0548  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0548
 LO0548                         *CURRENT SURVEY CONTROL
 LO0548  ______________________________________________________________________
 LO0548* NAD 83(1986) POSITION- 40 48 29.     (N) 111 55 12.     (W)   SCALED
 LO0548* NAVD 88 ORTHO HEIGHT -  1286.790 (meters)     4221.74  (feet) ADJUSTED
 LO0548  ______________________________________________________________________
 LO0548  GEOID HEIGHT    -        -16.827 (meters)                     GEOID18
 LO0548  DYNAMIC HEIGHT  -       1285.791 (meters)     4218.47  (feet) COMP
 LO0548  MODELED GRAVITY -    979,804.0   (mgal)                       NAVD 88
 LO0548
 LO0548  VERT ORDER      -  FIRST     CLASS I
 LO0548
 LO0548.The horizontal coordinates were scaled from a map and have
 LO0548.an estimated accuracy of +/- 6 seconds.
 LO0548
 LO0548.The orthometric height was determined by differential leveling and
 LO0548.adjusted by the NATIONAL GEODETIC SURVEY
 LO0548.in June 1991.
 LO0548
 LO0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0548.GEOID18 height accuracy estimate available here.
 LO0548
 LO0548.Click photographs - Photos may exist for this station.
 LO0548
 LO0548.The dynamic height is computed by dividing the NAVD 88
 LO0548.geopotential number by the normal gravity value computed on the
 LO0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0548.degrees latitude (g = 980.6199 gals.).
 LO0548
 LO0548.The modeled gravity was interpolated from observed gravity values.
 LO0548
 LO0548;                    North         East    Units  Estimated Accuracy
 LO0548;SPC UT C     - 2,274,840.      464,560.      MT  (+/- 180 meters Scaled)
 LO0548
 LO0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL224178(NAD 83)
 LO0548
 LO0548                          SUPERSEDED SURVEY CONTROL
 LO0548
 LO0548  NGVD 29 (??/??/92) 1285.857  (m)         4218.68   (f) ADJ UNCH    1 1
 LO0548
 LO0548.Superseded values are not recommended for survey control.
 LO0548
 LO0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0548.See file dsdata.pdf to determine how the superseded data were derived.
 LO0548
 LO0548_MARKER: DB = BENCH MARK DISK
 LO0548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0548_SP_SET: FOUNDATION
 LO0548_STAMPING: V 172 1967
 LO0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0548
 LO0548  HISTORY     - Date     Condition        Report By
 LO0548  HISTORY     - 1967     MONUMENTED       CGS
 LO0548
 LO0548                          STATION DESCRIPTION
 LO0548
 LO0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0548'2.65 MI N FROM SALT LAKE CITY.
 LO0548'2.65 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LO0548'SALT LAKE CITY, 0.1 MILE NORTH OF THE CROSSING OF SEVENTEENTH NORTH
 LO0548'STREET, IN THE TOP OF THE NORTHEAST CORNER OF A 4- BY 6-FOOT CONCRETE
 LO0548'FOUNDATION OF AN OVERHEAD SIGNAL, 17.6 FEET WEST OF THE WEST RAIL OF
 LO0548'THE UNION PACIFIC RAILROAD SOUTH BOUND MAIN TRACK, 45.3 FEET EAST OF
 LO0548'THE EAST RAIL OF THE DENVER AND RIO GRANDE WESTERN RAILROAD, 4.7 FEET
 LO0548'WEST OF THE WEST RAIL OF THE WEST SIDE TRACK OF THE UPRR, AND ABOUT
 LO0548'1/2 FOOT HIGHER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0239 ***********************************************************************
 LP0239  DESIGNATION -  V 173
 LP0239  PID         -  LP0239
 LP0239  STATE/COUNTY-  UT/TOOELE
 LP0239  COUNTRY     -  US
 LP0239  USGS QUAD   -  MILLS JUNCTION (2017)
 LP0239
 LP0239                         *CURRENT SURVEY CONTROL
 LP0239  ______________________________________________________________________
 LP0239* NAD 83(1986) POSITION- 40 39 45.     (N) 112 15 40.     (W)   SCALED
 LP0239* NAVD 88 ORTHO HEIGHT -  1343.273 (meters)     4407.05  (feet) ADJUSTED
 LP0239  ______________________________________________________________________
 LP0239  GEOID HEIGHT    -        -17.302 (meters)                     GEOID18
 LP0239  DYNAMIC HEIGHT  -       1342.224 (meters)     4403.61  (feet) COMP
 LP0239  MODELED GRAVITY -    979,797.3   (mgal)                       NAVD 88
 LP0239
 LP0239  VERT ORDER      -  FIRST     CLASS I
 LP0239
 LP0239.The horizontal coordinates were scaled from a map and have
 LP0239.an estimated accuracy of +/- 6 seconds.
 LP0239
 LP0239.The orthometric height was determined by differential leveling and
 LP0239.adjusted by the NATIONAL GEODETIC SURVEY
 LP0239.in June 1991.
 LP0239
 LP0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0239.GEOID18 height accuracy estimate available here.
 LP0239
 LP0239.Click photographs - Photos may exist for this station.
 LP0239
 LP0239.The dynamic height is computed by dividing the NAVD 88
 LP0239.geopotential number by the normal gravity value computed on the
 LP0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0239.degrees latitude (g = 980.6199 gals.).
 LP0239
 LP0239.The modeled gravity was interpolated from observed gravity values.
 LP0239
 LP0239;                    North         East    Units  Estimated Accuracy
 LP0239;SPC UT C     - 2,258,870.      435,640.      MT  (+/- 180 meters Scaled)
 LP0239
 LP0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL933020(NAD 83)
 LP0239
 LP0239                          SUPERSEDED SURVEY CONTROL
 LP0239
 LP0239  NGVD 29 (??/??/92) 1342.24   (m)         4403.7    (f) COMPUTED    1 1
 LP0239
 LP0239.Superseded values are not recommended for survey control.
 LP0239
 LP0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0239.See file dsdata.pdf to determine how the superseded data were derived.
 LP0239
 LP0239_MARKER: DB = BENCH MARK DISK
 LP0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0239_STAMPING: V 173 1970
 LP0239_MARK LOGO: CGS
 LP0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0239+STABILITY: SURFACE MOTION
 LP0239
 LP0239  HISTORY     - Date     Condition        Report By
 LP0239  HISTORY     - 1970     MONUMENTED       NGS
 LP0239
 LP0239                          STATION DESCRIPTION
 LP0239
 LP0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0239'11.75 MI NE FROM WARNER.
 LP0239'11.75 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LP0239'STATION AT WARNER, 12.05 MILES SOUTHWEST OF MAGNA, 0.4 MILE NORTHEAST
 LP0239'OF A TRACK ROAD CROSSING, 25 FEET NORTHWEST OF THE NORTHWEST RAIL, 2
 LP0239'1/2 FEET SOUTHWEST OF MILE POST 760, 2.6 FEET NORTHEAST OF A WITNESS
 LP0239'POST, 1 FOOT HIGHER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST
 LP0239'PROJECTING 0.3 FOOT.  SECTION 11, T 4W, R 2S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0642 ***********************************************************************
 LO0642  DESIGNATION -  V 174
 LO0642  PID         -  LO0642
 LO0642  STATE/COUNTY-  UT/SALT LAKE
 LO0642  COUNTRY     -  US
 LO0642  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0642
 LO0642                         *CURRENT SURVEY CONTROL
 LO0642  ______________________________________________________________________
 LO0642* NAD 83(1986) POSITION- 40 45 17.94   (N) 111 58 17.25   (W)   HD_HELD1
 LO0642* NAVD 88 ORTHO HEIGHT -  1291.345 (meters)     4236.69  (feet) ADJUSTED
 LO0642  ______________________________________________________________________
 LO0642  GEOID HEIGHT    -        -17.106 (meters)                     GEOID18
 LO0642  DYNAMIC HEIGHT  -       1290.327 (meters)     4233.35  (feet) COMP
 LO0642  MODELED GRAVITY -    979,791.6   (mgal)                       NAVD 88
 LO0642
 LO0642  VERT ORDER      -  FIRST     CLASS I
 LO0642
 LO0642.The horizontal coordinates were determined by differentially corrected
 LO0642.hand held GPS observations or other comparable positioning techniques
 LO0642.and have an estimated accuracy of +/- 3 meters.
 LO0642
 LO0642.The orthometric height was determined by differential leveling and
 LO0642.adjusted by the NATIONAL GEODETIC SURVEY
 LO0642.in June 1991.
 LO0642
 LO0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0642.GEOID18 height accuracy estimate available here.
 LO0642
 LO0642.Click photographs - Photos may exist for this station.
 LO0642
 LO0642.The dynamic height is computed by dividing the NAVD 88
 LO0642.geopotential number by the normal gravity value computed on the
 LO0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0642.degrees latitude (g = 980.6199 gals.).
 LO0642
 LO0642.The modeled gravity was interpolated from observed gravity values.
 LO0642
 LO0642;                    North         East    Units  Estimated Accuracy
 LO0642;SPC UT C     - 2,268,966.9     460,186.3     MT  (+/- 3 meters HH1 GPS) 
 LO0642
 LO0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1799612012(NAD 83)
 LO0642
 LO0642                          SUPERSEDED SURVEY CONTROL
 LO0642
 LO0642  NGVD 29 (??/??/92) 1290.36   (m)         4233.5    (f) COMPUTED    1 1
 LO0642
 LO0642.Superseded values are not recommended for survey control.
 LO0642
 LO0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0642.See file dsdata.pdf to determine how the superseded data were derived.
 LO0642
 LO0642_MARKER: DB = BENCH MARK DISK
 LO0642_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0642_SP_SET: CULVERT HEADWALL
 LO0642_STAMPING: V 174 1970
 LO0642_MARK LOGO: CGS
 LO0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0642+STABILITY: SURFACE MOTION
 LO0642
 LO0642  HISTORY     - Date     Condition        Report By
 LO0642  HISTORY     - 1970     MONUMENTED       NGS
 LO0642  HISTORY     - 20220324 GOOD             INDIV
 LO0642
 LO0642                          STATION DESCRIPTION
 LO0642
 LO0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LO0642'1.7 MI W FROM SALT LAKE CITY.
 LO0642'0.85 MILE WEST ALONG FIFTH SOUTH STREET FROM THE INTERSECTION OF
 LO0642'REDWOOD ROAD IN SALT LAKE CITY, THENCE 0.85 MILE WEST ALONG THE UNION
 LO0642'PACIFIC RAILROAD, 1 POLE EAST OF MILEPOLE 779 AND THE CROSSING OF
 LO0642'GLADIDLA STREET (2900 WEST STREET) AT BUENA VISTA SIDING, IN THE TOP
 LO0642'AND 0.5 FOOT WEST OF THE EAST END OF THE SOUTH HEAD WALL OF A DOUBLE
 LO0642'CONCRETE PIPE CULVERT NUMBER 779.03, 9.4 FEET SOUTH OF THE SOUTH RAIL
 LO0642'OF THE MAIN TRACK AND ABOUT 1 FOOT LOWER THAN THE TRACK.  SECTION 8, T
 LO0642'1 W, R 1 S.
 LO0642
 LO0642                          STATION RECOVERY (2022)
 LO0642
 LO0642'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2022 (JEC)
 LO0642'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0268 ***********************************************************************
 LP0268  DESIGNATION -  V 175
 LP0268  PID         -  LP0268
 LP0268  STATE/COUNTY-  UT/TOOELE
 LP0268  COUNTRY     -  US
 LP0268  USGS QUAD   -  SAINT JOHN (2017)
 LP0268
 LP0268                         *CURRENT SURVEY CONTROL
 LP0268  ______________________________________________________________________
 LP0268* NAD 83(1986) POSITION- 40 20 12.49   (N) 112 24 33.55   (W)   HD_HELD1
 LP0268* NAVD 88 ORTHO HEIGHT -  1532.475 (meters)     5027.80  (feet) ADJUSTED
 LP0268  ______________________________________________________________________
 LP0268  GEOID HEIGHT    -        -17.682 (meters)                     GEOID18
 LP0268  DYNAMIC HEIGHT  -       1531.135 (meters)     5023.40  (feet) COMP
 LP0268  MODELED GRAVITY -    979,697.4   (mgal)                       NAVD 88
 LP0268  OBS GRAVITY     -    979,694.6   (mgal)                       GRAV_OBS
 LP0268
 LP0268  VERT ORDER      -  FIRST     CLASS I
 LP0268
 LP0268.The horizontal coordinates were determined by differentially corrected
 LP0268.hand held GPS observations or other comparable positioning techniques
 LP0268.and have an estimated accuracy of +/- 3 meters.
 LP0268
 LP0268.The orthometric height was determined by differential leveling and
 LP0268.adjusted by the NATIONAL GEODETIC SURVEY
 LP0268.in June 1991.
 LP0268
 LP0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0268.GEOID18 height accuracy estimate available here.
 LP0268
 LP0268.Click photographs - Photos may exist for this station.
 LP0268
 LP0268.The dynamic height is computed by dividing the NAVD 88
 LP0268.geopotential number by the normal gravity value computed on the
 LP0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0268.degrees latitude (g = 980.6199 gals.).
 LP0268
 LP0268.The modeled gravity was interpolated from observed gravity values.
 LP0268
 LP0268.The observed gravity was obtained from relative gravimeter ties
 LP0268.to the IGSN71 gravity network.
 LP0268
 LP0268;                    North         East    Units  Estimated Accuracy
 LP0268;SPC UT C     - 2,222,818.8     422,738.7     MT  (+/- 3 meters HH1 GPS) 
 LP0268
 LP0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK8029266093(NAD 83)
 LP0268
 LP0268                          SUPERSEDED SURVEY CONTROL
 LP0268
 LP0268  NGVD 29 (??/??/92) 1531.31   (m)         5024.0    (f) COMPUTED    1 1
 LP0268
 LP0268.Superseded values are not recommended for survey control.
 LP0268
 LP0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0268.See file dsdata.pdf to determine how the superseded data were derived.
 LP0268
 LP0268_MARKER: DB = BENCH MARK DISK
 LP0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0268_STAMPING: V 175 1970
 LP0268_MARK LOGO: CGS
 LP0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0268+STABILITY: SURFACE MOTION
 LP0268
 LP0268  HISTORY     - Date     Condition        Report By
 LP0268  HISTORY     - 1970     MONUMENTED       NGS
 LP0268
 LP0268                          STATION DESCRIPTION
 LP0268
 LP0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0268'8.55 MI S FROM STOCKTON.
 LP0268'8.55 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM AN ASPHALT ROAD
 LP0268'CROSSING AT STOCKTON, 55 1/2 FEET WEST OF MILE POST 734, AT THE
 LP0268'CROSSING OF AN ASPHALT ROAD LEADING EAST AND AN ASPHALT ROAD WEST TO
 LP0268'DUGWAY PROVING GROUND, 96.0 FEET WEST OF THE WEST RAIL, 165 FEET SOUTH
 LP0268'OF THE CENTER LINE OF THE ROAD, 50 FEET EAST OF THE CENTER LINE OF
 LP0268'STATE HIGHWAY 36, 1.4 FEET EAST OF A FENCE, 1.6 FEET SOUTH OF A
 LP0268'WITNESS POST, ABOUT 4 FEET LOWER THAN THE TRACK, A DISK IN THE TOP OF
 LP0268'A CONCRETE POST PROJECTING 0.4 FOOT.  SECTION 33, T 5W, R 5S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0293 ***********************************************************************
 LP0293  DESIGNATION -  V 176
 LP0293  PID         -  LP0293
 LP0293  STATE/COUNTY-  UT/TOOELE
 LP0293  COUNTRY     -  US
 LP0293  USGS QUAD   -  LOFGREEN (2017)
 LP0293
 LP0293                         *CURRENT SURVEY CONTROL
 LP0293  ______________________________________________________________________
 LP0293* NAD 83(1986) POSITION- 40 03 10.     (N) 112 19 53.     (W)   SCALED
 LP0293* NAVD 88 ORTHO HEIGHT -  1739.899 (meters)     5708.32  (feet) ADJUSTED
 LP0293  ______________________________________________________________________
 LP0293  GEOID HEIGHT    -        -17.756 (meters)                     GEOID18
 LP0293  DYNAMIC HEIGHT  -       1738.298 (meters)     5703.07  (feet) COMP
 LP0293  MODELED GRAVITY -    979,644.1   (mgal)                       NAVD 88
 LP0293
 LP0293  VERT ORDER      -  FIRST     CLASS I
 LP0293
 LP0293.The horizontal coordinates were scaled from a map and have
 LP0293.an estimated accuracy of +/- 6 seconds.
 LP0293
 LP0293.The orthometric height was determined by differential leveling and
 LP0293.adjusted by the NATIONAL GEODETIC SURVEY
 LP0293.in June 1991.
 LP0293
 LP0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0293.GEOID18 height accuracy estimate available here.
 LP0293
 LP0293.Click photographs - Photos may exist for this station.
 LP0293
 LP0293.The dynamic height is computed by dividing the NAVD 88
 LP0293.geopotential number by the normal gravity value computed on the
 LP0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0293.degrees latitude (g = 980.6199 gals.).
 LP0293
 LP0293.The modeled gravity was interpolated from observed gravity values.
 LP0293
 LP0293;                    North         East    Units  Estimated Accuracy
 LP0293;SPC UT C     - 2,191,220.      429,070.      MT  (+/- 180 meters Scaled)
 LP0293
 LP0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK864344(NAD 83)
 LP0293
 LP0293                          SUPERSEDED SURVEY CONTROL
 LP0293
 LP0293  NGVD 29 (??/??/92) 1738.83   (m)         5704.8    (f) COMPUTED    1 1
 LP0293
 LP0293.Superseded values are not recommended for survey control.
 LP0293
 LP0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0293.See file dsdata.pdf to determine how the superseded data were derived.
 LP0293
 LP0293_MARKER: DB = BENCH MARK DISK
 LP0293_SETTING: 66 = SET IN ROCK OUTCROP
 LP0293_STAMPING: V 176 1970
 LP0293_MARK LOGO: CGS
 LP0293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0293+STABILITY: POSITION/ELEVATION WELL
 LP0293
 LP0293  HISTORY     - Date     Condition        Report By
 LP0293  HISTORY     - 1970     MONUMENTED       NGS
 LP0293
 LP0293                          STATION DESCRIPTION
 LP0293
 LP0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0293'2.55 MI N FROM LOFGREEN.
 LP0293'2.55 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING SIGN
 LP0293'AT LOFGREEN, 92 1/2 FEET NORTH AND ACROSS THE TRACK FROM MILE POST
 LP0293'712.50, 5 RAILS WEST OF CULVERT 712.41, 110 FEET WEST OF THE EAST END
 LP0293'OF A CUT, 18.0 FEET NORTH OF THE NORTH RAIL, 1/2 FOOT HIGHER THAN THE
 LP0293'TRACK, SET VERTICALLY IN THE SOUTH FACE OF AN OUTCROP WHICH PROJECTS 4
 LP0293'FEET.  SECTION 7, T 4W, R 9S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0048 ***********************************************************************
 KO0048  DESIGNATION -  V 177
 KO0048  PID         -  KO0048
 KO0048  STATE/COUNTY-  UT/JUAB
 KO0048  COUNTRY     -  US
 KO0048  USGS QUAD   -  MCINTYRE (2017)
 KO0048
 KO0048                         *CURRENT SURVEY CONTROL
 KO0048  ______________________________________________________________________
 KO0048* NAD 83(1986) POSITION- 39 51 09.     (N) 112 09 15.     (W)   SCALED
 KO0048* NAVD 88 ORTHO HEIGHT -  1718.109 (meters)     5636.83  (feet) ADJUSTED
 KO0048  ______________________________________________________________________
 KO0048  GEOID HEIGHT    -        -17.918 (meters)                     GEOID18
 KO0048  DYNAMIC HEIGHT  -       1716.459 (meters)     5631.42  (feet) COMP
 KO0048  MODELED GRAVITY -    979,605.3   (mgal)                       NAVD 88
 KO0048
 KO0048  VERT ORDER      -  FIRST     CLASS I
 KO0048
 KO0048.The horizontal coordinates were scaled from a map and have
 KO0048.an estimated accuracy of +/- 6 seconds.
 KO0048
 KO0048.The orthometric height was determined by differential leveling and
 KO0048.adjusted by the NATIONAL GEODETIC SURVEY
 KO0048.in June 1991.
 KO0048
 KO0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0048.GEOID18 height accuracy estimate available here.
 KO0048
 KO0048.Click photographs - Photos may exist for this station.
 KO0048
 KO0048.The dynamic height is computed by dividing the NAVD 88
 KO0048.geopotential number by the normal gravity value computed on the
 KO0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0048.degrees latitude (g = 980.6199 gals.).
 KO0048
 KO0048.The modeled gravity was interpolated from observed gravity values.
 KO0048
 KO0048;                    North         East    Units  Estimated Accuracy
 KO0048;SPC UT C     - 2,168,860.      444,020.      MT  (+/- 180 meters Scaled)
 KO0048
 KO0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK012120(NAD 83)
 KO0048
 KO0048                          SUPERSEDED SURVEY CONTROL
 KO0048
 KO0048.No superseded survey control is available for this station.
 KO0048
 KO0048_MARKER: DB = BENCH MARK DISK
 KO0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KO0048_SP_SET: CULVERT
 KO0048_STAMPING: V 177 1970
 KO0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0048
 KO0048  HISTORY     - Date     Condition        Report By
 KO0048  HISTORY     - 1970     MONUMENTED       NGS
 KO0048
 KO0048                          STATION DESCRIPTION
 KO0048
 KO0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0048'5.1 MI S FROM TINTIC JUNCTION.
 KO0048'5.1 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 KO0048'TINTIC JUNCTION, IN THE TOP AND 1.6 FEET NORTH OF THE SOUTH END OF THE
 KO0048'EAST CONCRETE HEAD WALL OF CONCRETE ARCH CULVERT 693.47, 28.2 FEET
 KO0048'EAST OF THE EAST RAIL, AND ABOUT 16 FEET LOWER THAN THE TRACK. SECTION
 KO0048'23, T11S, R3W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0016 ***********************************************************************
 KO0016  DESIGNATION -  V 178
 KO0016  PID         -  KO0016
 KO0016  STATE/COUNTY-  UT/JUAB
 KO0016  COUNTRY     -  US
 KO0016  USGS QUAD   -  TANNER CREEK NARROWS (2017)
 KO0016
 KO0016                         *CURRENT SURVEY CONTROL
 KO0016  ______________________________________________________________________
 KO0016* NAD 83(1986) POSITION- 39 38 46.     (N) 112 17 55.     (W)   SCALED
 KO0016* NAVD 88 ORTHO HEIGHT -  1555.108 (meters)     5102.05  (feet) ADJUSTED
 KO0016  ______________________________________________________________________
 KO0016  GEOID HEIGHT    -        -18.210 (meters)                     GEOID18
 KO0016  DYNAMIC HEIGHT  -       1553.716 (meters)     5097.48  (feet) COMP
 KO0016  MODELED GRAVITY -    979,676.1   (mgal)                       NAVD 88
 KO0016
 KO0016  VERT ORDER      -  FIRST     CLASS I
 KO0016
 KO0016.The horizontal coordinates were scaled from a map and have
 KO0016.an estimated accuracy of +/- 6 seconds.
 KO0016
 KO0016.The orthometric height was determined by differential leveling and
 KO0016.adjusted by the NATIONAL GEODETIC SURVEY
 KO0016.in June 1991.
 KO0016
 KO0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0016.GEOID18 height accuracy estimate available here.
 KO0016
 KO0016.Click photographs - Photos may exist for this station.
 KO0016
 KO0016.The dynamic height is computed by dividing the NAVD 88
 KO0016.geopotential number by the normal gravity value computed on the
 KO0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0016.degrees latitude (g = 980.6199 gals.).
 KO0016
 KO0016.The modeled gravity was interpolated from observed gravity values.
 KO0016
 KO0016;                    North         East    Units  Estimated Accuracy
 KO0016;SPC UT C     - 2,146,050.      431,460.      MT  (+/- 180 meters Scaled)
 KO0016
 KO0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ885892(NAD 83)
 KO0016
 KO0016                          SUPERSEDED SURVEY CONTROL
 KO0016
 KO0016.No superseded survey control is available for this station.
 KO0016
 KO0016_MARKER: DB = BENCH MARK DISK
 KO0016_SETTING: 66 = SET IN ROCK OUTCROP
 KO0016_STAMPING: V 178 1970
 KO0016_MARK LOGO: CGS
 KO0016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0016+STABILITY: POSITION/ELEVATION WELL
 KO0016
 KO0016  HISTORY     - Date     Condition        Report By
 KO0016  HISTORY     - 1970     MONUMENTED       NGS
 KO0016
 KO0016                          STATION DESCRIPTION
 KO0016
 KO0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0016'9.95 MI NE FROM LYNNDYL.
 KO0016'9.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0016'SIGN AT LYNNDYL, THENCE 0.25 MILE SOUTHEAST ALONG A GRAVELED ROAD,
 KO0016'THENCE 0.3 MILE NORTHEAST ALONG U.S. HIGHWAY 50 AND 6, IN THE TOP OF
 KO0016'AN OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 248 1/2
 KO0016'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 14 FEET
 KO0016'NORTHEAST OF THE NORTHEAST EDGE OF A GRAVEL PIT, 94.3 FEET EAST OF
 KO0016'BENCH MARK U 178, 80 FEET SOUTHEAST OF A TELEPHONE POLE, 92.6 FEET
 KO0016'EAST OF A WITNESS POST, AND ABOUT 36 FEET HIGHER THAN THE HIGHWAY.
 KO0016'SECTION 33, T 13S, R 4W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0211 ***********************************************************************
 KO0211  DESIGNATION -  V 179
 KO0211  PID         -  KO0211
 KO0211  STATE/COUNTY-  UT/MILLARD
 KO0211  COUNTRY     -  US
 KO0211  USGS QUAD   -  SUNSTONE KNOLL (2017)
 KO0211
 KO0211                         *CURRENT SURVEY CONTROL
 KO0211  ______________________________________________________________________
 KO0211* NAD 83(1986) POSITION- 39 14 40.     (N) 112 39 36.     (W)   SCALED
 KO0211* NAVD 88 ORTHO HEIGHT -  1395.887 (meters)     4579.67  (feet) ADJUSTED
 KO0211  ______________________________________________________________________
 KO0211  GEOID HEIGHT    -        -19.837 (meters)                     GEOID18
 KO0211  DYNAMIC HEIGHT  -       1394.579 (meters)     4575.38  (feet) COMP
 KO0211  MODELED GRAVITY -    979,641.5   (mgal)                       NAVD 88
 KO0211
 KO0211  VERT ORDER      -  FIRST     CLASS I
 KO0211
 KO0211.The horizontal coordinates were scaled from a map and have
 KO0211.an estimated accuracy of +/- 6 seconds.
 KO0211
 KO0211.The orthometric height was determined by differential leveling and
 KO0211.adjusted by the NATIONAL GEODETIC SURVEY
 KO0211.in June 1991.
 KO0211
 KO0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0211.GEOID18 height accuracy estimate available here.
 KO0211
 KO0211.Click photographs - Photos may exist for this station.
 KO0211
 KO0211.The dynamic height is computed by dividing the NAVD 88
 KO0211.geopotential number by the normal gravity value computed on the
 KO0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0211.degrees latitude (g = 980.6199 gals.).
 KO0211
 KO0211.The modeled gravity was interpolated from observed gravity values.
 KO0211
 KO0211;                    North         East    Units  Estimated Accuracy
 KO0211;SPC UT C     - 2,101,800.      399,870.      MT  (+/- 180 meters Scaled)
 KO0211
 KO0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ567452(NAD 83)
 KO0211
 KO0211                          SUPERSEDED SURVEY CONTROL
 KO0211
 KO0211  NGVD 29 (??/??/92) 1394.80   (m)         4576.1    (f) COMPUTED    1 1
 KO0211
 KO0211.Superseded values are not recommended for survey control.
 KO0211
 KO0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0211.See file dsdata.pdf to determine how the superseded data were derived.
 KO0211
 KO0211_MARKER: DB = BENCH MARK DISK
 KO0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0211_STAMPING: V 179 1970
 KO0211_MARK LOGO: CGS
 KO0211_PROJECTION: PROJECTING
 KO0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0211+STABILITY: SURFACE MOTION
 KO0211
 KO0211  HISTORY     - Date     Condition        Report By
 KO0211  HISTORY     - 1970     MONUMENTED       NGS
 KO0211
 KO0211                          STATION DESCRIPTION
 KO0211
 KO0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0211'8.85 MI SW FROM DELTA.
 KO0211'8.85 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0211'AT DELTA, 3 POLES NORTHEAST OF A GRAVELED ROAD CROSSING, 2 POLES
 KO0211'NORTHEAST OF MILEPOLE 640.50, 88.5 FEET NORTHWEST OF THE NORTHWEST
 KO0211'RAIL, 24 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 257, 10.1
 KO0211'FEET NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY FENCE, 2.0 FEET SOUTHWEST
 KO0211'OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE TRACK, AND SET IN THE
 KO0211'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0296 ***********************************************************************
 JM0296  DESIGNATION -  V 18
 JM0296  PID         -  JM0296
 JM0296  STATE/COUNTY-  UT/GRAND
 JM0296  COUNTRY     -  US
 JM0296  USGS QUAD   -  VALLEY CITY (2017)
 JM0296
 JM0296                         *CURRENT SURVEY CONTROL
 JM0296  ______________________________________________________________________
 JM0296* NAD 83(1986) POSITION- 38 47 52.1    (N) 109 45 39.6    (W)   HD_HELD2
 JM0296* NAVD 88 ORTHO HEIGHT -  1431.323 (meters)     4695.93  (feet) ADJUSTED
 JM0296  ______________________________________________________________________
 JM0296  GEOID HEIGHT    -        -20.690 (meters)                     GEOID18
 JM0296  DYNAMIC HEIGHT  -       1429.859 (meters)     4691.13  (feet) COMP
 JM0296  MODELED GRAVITY -    979,555.7   (mgal)                       NAVD 88
 JM0296
 JM0296  VERT ORDER      -  FIRST     CLASS II
 JM0296
 JM0296.The horizontal coordinates were established by autonomous hand held GPS
 JM0296.observations and have an estimated accuracy of +/- 10 meters.
 JM0296
 JM0296.The orthometric height was determined by differential leveling and
 JM0296.adjusted by the NATIONAL GEODETIC SURVEY
 JM0296.in June 1991.
 JM0296
 JM0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0296.GEOID18 height accuracy estimate available here.
 JM0296
 JM0296.Click photographs - Photos may exist for this station.
 JM0296
 JM0296.The dynamic height is computed by dividing the NAVD 88
 JM0296.geopotential number by the normal gravity value computed on the
 JM0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0296.degrees latitude (g = 980.6199 gals.).
 JM0296
 JM0296.The modeled gravity was interpolated from observed gravity values.
 JM0296
 JM0296;                    North         East    Units  Estimated Accuracy
 JM0296;SPC UT C     - 2,053,036.      651,071.      MT  (+/- 10 meters HH2 GPS)
 JM0296
 JM0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH0759395068(NAD 83)
 JM0296
 JM0296                          SUPERSEDED SURVEY CONTROL
 JM0296
 JM0296  NGVD 29 (??/??/92) 1430.298  (m)         4692.57   (f) ADJ UNCH    1 2
 JM0296
 JM0296.Superseded values are not recommended for survey control.
 JM0296
 JM0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0296.See file dsdata.pdf to determine how the superseded data were derived.
 JM0296
 JM0296_MARKER: DB = BENCH MARK DISK
 JM0296_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JM0296_SP_SET: CULVERT HEADWALL
 JM0296_STAMPING: 4692.569 V 18 1933
 JM0296_MARK LOGO: CGS
 JM0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0296+STABILITY: SURFACE MOTION
 JM0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0296+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2009
 JM0296
 JM0296  HISTORY     - Date     Condition        Report By
 JM0296  HISTORY     - 1933     MONUMENTED       CGS
 JM0296  HISTORY     - 1934     GOOD             CGS
 JM0296  HISTORY     - 20091122 GOOD             GEOCAC
 JM0296
 JM0296                          STATION DESCRIPTION
 JM0296
 JM0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0296'5.4 MI S FROM VALLEY CITY.
 JM0296'5.4 MILES SOUTH ALONG U.S. HIGHWAY 450 FROM VALLEY CITY, GRAND COUNTY,
 JM0296'AT A POLE WITH A GUY WIRE TO THE EAST, AT A 24-INCH CULVERT, IN THE
 JM0296'TOP OF THE WEST END OF A CUT-OFF WELL, 30 FEET WEST OF THE CENTERLINE
 JM0296'OF THE HIGHWAY.  A STANDARD DISK, STAMPED 4692.569 V 18 1933.
 JM0296
 JM0296                          STATION RECOVERY (2009)
 JM0296
 JM0296'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0296'A PORTION OF THE OLD CULVERT STRUCTURE REMAINS INTACT.  IT IS ABOUT
 JM0296'100 FEET NORTHEAST OF THE CURRENT US 191 ROADWAY, JUST SOUTH OF THE
 JM0296'SOUTH END OF A PASSING ZONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0379 ***********************************************************************
 JO0379  DESIGNATION -  V 180
 JO0379  PID         -  JO0379
 JO0379  STATE/COUNTY-  UT/MILLARD
 JO0379  COUNTRY     -  US
 JO0379  USGS QUAD   -  BORDEN (2017)
 JO0379
 JO0379                         *CURRENT SURVEY CONTROL
 JO0379  ______________________________________________________________________
 JO0379* NAD 83(1986) POSITION- 38 58 42.     (N) 112 47 46.     (W)   SCALED
 JO0379* NAVD 88 ORTHO HEIGHT -  1439.690 (meters)     4723.38  (feet) ADJUSTED
 JO0379  ______________________________________________________________________
 JO0379  GEOID HEIGHT    -        -20.081 (meters)                     GEOID18
 JO0379  DYNAMIC HEIGHT  -       1438.308 (meters)     4718.85  (feet) COMP
 JO0379  MODELED GRAVITY -    979,617.8   (mgal)                       NAVD 88
 JO0379
 JO0379  VERT ORDER      -  FIRST     CLASS I
 JO0379
 JO0379.The horizontal coordinates were scaled from a map and have
 JO0379.an estimated accuracy of +/- 6 seconds.
 JO0379
 JO0379.The orthometric height was determined by differential leveling and
 JO0379.adjusted by the NATIONAL GEODETIC SURVEY
 JO0379.in June 1991.
 JO0379
 JO0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0379.GEOID18 height accuracy estimate available here.
 JO0379
 JO0379.Click photographs - Photos may exist for this station.
 JO0379
 JO0379.The dynamic height is computed by dividing the NAVD 88
 JO0379.geopotential number by the normal gravity value computed on the
 JO0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0379.degrees latitude (g = 980.6199 gals.).
 JO0379
 JO0379.The modeled gravity was interpolated from observed gravity values.
 JO0379
 JO0379;                    North         East    Units  Estimated Accuracy
 JO0379;SPC UT C     - 2,072,420.      387,690.      MT  (+/- 180 meters Scaled)
 JO0379
 JO0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ444159(NAD 83)
 JO0379
 JO0379                          SUPERSEDED SURVEY CONTROL
 JO0379
 JO0379  NGVD 29 (??/??/92) 1438.58   (m)         4719.7    (f) COMPUTED    1 1
 JO0379
 JO0379.Superseded values are not recommended for survey control.
 JO0379
 JO0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0379.See file dsdata.pdf to determine how the superseded data were derived.
 JO0379
 JO0379_MARKER: DB = BENCH MARK DISK
 JO0379_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JO0379_SP_SET: ABUTMENT
 JO0379_STAMPING: V 180 1970
 JO0379_MARK LOGO: CGS
 JO0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0379
 JO0379  HISTORY     - Date     Condition        Report By
 JO0379  HISTORY     - 1970     MONUMENTED       NGS
 JO0379
 JO0379                          STATION DESCRIPTION
 JO0379
 JO0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0379'21.3 MI NE FROM BLACK ROCK.
 JO0379'21.3 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JO0379'AT BLACK ROCK, 1 POLE SOUTHWEST OF MILEPOLE 620.75, IN THE TOP AND 0.7
 JO0379'FOOT NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT
 JO0379'OF BRIDGE 620.71, 6.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT
 JO0379'1 1/2 FEET LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0227 ***********************************************************************
 JO0227  DESIGNATION -  V 181
 JO0227  PID         -  JO0227
 JO0227  STATE/COUNTY-  UT/MILLARD
 JO0227  COUNTRY     -  US
 JO0227  USGS QUAD   -  BLACK ROCK (2017)
 JO0227
 JO0227                         *CURRENT SURVEY CONTROL
 JO0227  ______________________________________________________________________
 JO0227* NAD 83(1986) POSITION- 38 43 56.     (N) 112 57 45.     (W)   SCALED
 JO0227* NAVD 88 ORTHO HEIGHT -  1479.132 (meters)     4852.79  (feet) ADJUSTED
 JO0227  ______________________________________________________________________
 JO0227  GEOID HEIGHT    -        -20.316 (meters)                     GEOID18
 JO0227  DYNAMIC HEIGHT  -       1477.687 (meters)     4848.04  (feet) COMP
 JO0227  MODELED GRAVITY -    979,599.1   (mgal)                       NAVD 88
 JO0227  OBS GRAVITY     -    979,599.3   (mgal)                       GRAV_OBS
 JO0227
 JO0227  VERT ORDER      -  FIRST     CLASS I
 JO0227
 JO0227.The horizontal coordinates were scaled from a map and have
 JO0227.an estimated accuracy of +/- 6 seconds.
 JO0227
 JO0227.The orthometric height was determined by differential leveling and
 JO0227.adjusted by the NATIONAL GEODETIC SURVEY
 JO0227.in June 1991.
 JO0227
 JO0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0227.GEOID18 height accuracy estimate available here.
 JO0227
 JO0227.Click photographs - Photos may exist for this station.
 JO0227
 JO0227.The dynamic height is computed by dividing the NAVD 88
 JO0227.geopotential number by the normal gravity value computed on the
 JO0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0227.degrees latitude (g = 980.6199 gals.).
 JO0227
 JO0227.The modeled gravity was interpolated from observed gravity values.
 JO0227
 JO0227.The observed gravity was obtained from relative gravimeter ties
 JO0227.to the IGSN71 gravity network.
 JO0227
 JO0227;                    North         East    Units  Estimated Accuracy
 JO0227;SPC UT C     - 2,045,330.      372,830.      MT  (+/- 180 meters Scaled)
 JO0227
 JO0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH294888(NAD 83)
 JO0227
 JO0227                          SUPERSEDED SURVEY CONTROL
 JO0227
 JO0227  NGVD 29 (??/??/92) 1477.866  (m)         4848.63   (f) ADJ UNCH    1 1
 JO0227
 JO0227.Superseded values are not recommended for survey control.
 JO0227
 JO0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0227.See file dsdata.pdf to determine how the superseded data were derived.
 JO0227
 JO0227_MARKER: DB = BENCH MARK DISK
 JO0227_SETTING: 66 = SET IN ROCK OUTCROP
 JO0227_STAMPING: V 181 1970
 JO0227_MARK LOGO: CGS
 JO0227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0227+STABILITY: POSITION/ELEVATION WELL
 JO0227
 JO0227  HISTORY     - Date     Condition        Report By
 JO0227  HISTORY     - 1970     MONUMENTED       NGS
 JO0227
 JO0227                          STATION DESCRIPTION
 JO0227
 JO0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0227'1.15 MI N FROM BLACK ROCK.
 JO0227'1.15 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JO0227'BLACK ROCK, AT THE WEST BASE OF A LAVA ROCK COVERED HILL, IN THE TOP
 JO0227'OF THE NORTH END OF A 3 1/2- BY 7-FOOT LAVA ROCK OUTCROP WHICH
 JO0227'PROJECTS ABOUT 2 FEET ABOVE THE GROUND, 99.5 FEET EAST OF THE EAST
 JO0227'RAIL, 29.5 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE, 120 FEET NORTH OF
 JO0227'A POWER POLE WITH A GUY WIRE, 3.0 FEET NORTH OF A WITNESS POST, AND
 JO0227'ABOUT LEVEL WITH THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0172 ***********************************************************************
 JO0172  DESIGNATION -  V 182
 JO0172  PID         -  JO0172
 JO0172  STATE/COUNTY-  UT/BEAVER
 JO0172  COUNTRY     -  US
 JO0172  USGS QUAD   -  MILFORD (2017)
 JO0172
 JO0172                         *CURRENT SURVEY CONTROL
 JO0172  ______________________________________________________________________
 JO0172* NAD 83(1986) POSITION- 38 24 34.     (N) 113 00 02.     (W)   SCALED
 JO0172* NAVD 88 ORTHO HEIGHT -  1512.493 (meters)     4962.24  (feet) ADJUSTED
 JO0172  ______________________________________________________________________
 JO0172  GEOID HEIGHT    -        -20.933 (meters)                     GEOID18
 JO0172  DYNAMIC HEIGHT  -       1510.900 (meters)     4957.01  (feet) COMP
 JO0172  MODELED GRAVITY -    979,523.2   (mgal)                       NAVD 88
 JO0172
 JO0172  VERT ORDER      -  FIRST     CLASS I
 JO0172
 JO0172.The horizontal coordinates were scaled from a map and have
 JO0172.an estimated accuracy of +/- 6 seconds.
 JO0172
 JO0172.The orthometric height was determined by differential leveling and
 JO0172.adjusted by the NATIONAL GEODETIC SURVEY
 JO0172.in June 1991.
 JO0172
 JO0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0172.GEOID18 height accuracy estimate available here.
 JO0172
 JO0172.Click photographs - Photos may exist for this station.
 JO0172
 JO0172.The dynamic height is computed by dividing the NAVD 88
 JO0172.geopotential number by the normal gravity value computed on the
 JO0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0172.degrees latitude (g = 980.6199 gals.).
 JO0172
 JO0172.The modeled gravity was interpolated from observed gravity values.
 JO0172
 JO0172;                    North         East    Units  Estimated Accuracy
 JO0172;SPC UT S     - 3,194,480.      368,940.      MT  (+/- 180 meters Scaled)
 JO0172
 JO0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH253531(NAD 83)
 JO0172
 JO0172                          SUPERSEDED SURVEY CONTROL
 JO0172
 JO0172  NGVD 29 (??/??/92) 1511.107  (m)         4957.69   (f) ADJ UNCH    1 1
 JO0172
 JO0172.Superseded values are not recommended for survey control.
 JO0172
 JO0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0172.See file dsdata.pdf to determine how the superseded data were derived.
 JO0172
 JO0172_MARKER: DB = BENCH MARK DISK
 JO0172_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0172_SP_SET: CULVERT HEADWALL
 JO0172_STAMPING: V 182 1970
 JO0172_MARK LOGO: CGS
 JO0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0172+STABILITY: SURFACE MOTION
 JO0172
 JO0172  HISTORY     - Date     Condition        Report By
 JO0172  HISTORY     - 1970     MONUMENTED       NGS
 JO0172  HISTORY     - 1984     GOOD             NGS
 JO0172
 JO0172                          STATION DESCRIPTION
 JO0172
 JO0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0172'1.4 MI N FROM MILFORD.
 JO0172'1.4 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JO0172'MILFORD, 6 POLES NORTHEAST OF MILEPOLE 578, 1 1/2 POLES SOUTHWEST OF
 JO0172'THE CROSSING OF A ROAD, IN THE TOP AND 1.2 FEET SOUTHWEST OF THE
 JO0172'NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL OF CULVERT 578.21,
 JO0172'8.5 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 1 1/2 FEET LOWER
 JO0172'THAN THE TRACK.  SECTION 32, T 27S, R 10W.
 JO0172
 JO0172                          STATION RECOVERY (1984)
 JO0172
 JO0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0172'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0220 ***********************************************************************
 JM0220  DESIGNATION -  V 19
 JM0220  PID         -  JM0220
 JM0220  STATE/COUNTY-  UT/GRAND
 JM0220  COUNTRY     -  US
 JM0220  USGS QUAD   -  RILL CREEK (2017)
 JM0220
 JM0220                         *CURRENT SURVEY CONTROL
 JM0220  ______________________________________________________________________
 JM0220* NAD 83(1986) POSITION- 38 30 58.     (N) 109 28 49.     (W)   SCALED
 JM0220* NAVD 88 ORTHO HEIGHT -  1406.474 (meters)     4614.41  (feet) ADJUSTED
 JM0220  ______________________________________________________________________
 JM0220  GEOID HEIGHT    -        -20.009 (meters)                     GEOID18
 JM0220  DYNAMIC HEIGHT  -       1404.974 (meters)     4609.49  (feet) COMP
 JM0220  MODELED GRAVITY -    979,514.3   (mgal)                       NAVD 88
 JM0220
 JM0220  VERT ORDER      -  FIRST     CLASS II
 JM0220
 JM0220.The horizontal coordinates were scaled from a map and have
 JM0220.an estimated accuracy of +/- 6 seconds.
 JM0220
 JM0220.The orthometric height was determined by differential leveling and
 JM0220.adjusted by the NATIONAL GEODETIC SURVEY
 JM0220.in June 1991.
 JM0220
 JM0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0220.GEOID18 height accuracy estimate available here.
 JM0220
 JM0220.Click photographs - Photos may exist for this station.
 JM0220
 JM0220.The dynamic height is computed by dividing the NAVD 88
 JM0220.geopotential number by the normal gravity value computed on the
 JM0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0220.degrees latitude (g = 980.6199 gals.).
 JM0220
 JM0220.The modeled gravity was interpolated from observed gravity values.
 JM0220
 JM0220;                    North         East    Units  Estimated Accuracy
 JM0220;SPC UT C     - 2,022,280.      676,160.      MT  (+/- 180 meters Scaled)
 JM0220
 JM0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH324641(NAD 83)
 JM0220
 JM0220                          SUPERSEDED SURVEY CONTROL
 JM0220
 JM0220  NGVD 29 (??/??/92) 1405.439  (m)         4611.01   (f) ADJ UNCH    1 2
 JM0220
 JM0220.Superseded values are not recommended for survey control.
 JM0220
 JM0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0220.See file dsdata.pdf to determine how the superseded data were derived.
 JM0220
 JM0220_MARKER: DB = BENCH MARK DISK
 JM0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0220_STAMPING: 4611.011 V 19 1933
 JM0220_MARK LOGO: CGS
 JM0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0220+STABILITY: SURFACE MOTION
 JM0220
 JM0220  HISTORY     - Date     Condition        Report By
 JM0220  HISTORY     - 1933     MONUMENTED       CGS
 JM0220  HISTORY     - 1934     GOOD             CGS
 JM0220  HISTORY     - 1980     MARK NOT FOUND   USGS
 JM0220
 JM0220                          STATION DESCRIPTION
 JM0220
 JM0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0220'5.7 MI SE FROM MOAB.
 JM0220'5.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 JM0220'MOAB, GRAND COUNTY, 35 YARDS EAST OF THE CROSSING OF A ROW OF POLES,
 JM0220'AT AN ANGLE IN A FENCE LINE FROM SOUTHEAST TO EAST, 63 FEET NORTHEAST
 JM0220'OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET NORTHWEST OF A FENCE
 JM0220'CORNER.  A STANDARD DISK, STAMPED 4611.011 V 19 1933 AND SET IN THE
 JM0220'TOP OF A CONCRETE POST.
 JM0220
 JM0220                          STATION RECOVERY (1980)
 JM0220
 JM0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 JM0220'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0037 ***********************************************************************
 LP0037  DESIGNATION -  V 2
 LP0037  PID         -  LP0037
 LP0037  STATE/COUNTY-  UT/TOOELE
 LP0037  COUNTRY     -  US
 LP0037  USGS QUAD   -  SAINT JOHN (2017)
 LP0037
 LP0037                         *CURRENT SURVEY CONTROL
 LP0037  ______________________________________________________________________
 LP0037* NAD 83(1986) POSITION- 40 21 59.     (N) 112 24 41.     (W)   SCALED
 LP0037* NAVD 88 ORTHO HEIGHT -  1531.305 (meters)     5023.96  (feet) ADJUSTED
 LP0037  ______________________________________________________________________
 LP0037  GEOID HEIGHT    -        -17.619 (meters)                     GEOID18
 LP0037  DYNAMIC HEIGHT  -       1529.975 (meters)     5019.59  (feet) COMP
 LP0037  MODELED GRAVITY -    979,703.0   (mgal)                       NAVD 88
 LP0037
 LP0037  VERT ORDER      -  FIRST     CLASS II
 LP0037
 LP0037.The horizontal coordinates were scaled from a map and have
 LP0037.an estimated accuracy of +/- 6 seconds.
 LP0037
 LP0037.The orthometric height was determined by differential leveling and
 LP0037.adjusted by the NATIONAL GEODETIC SURVEY
 LP0037.in June 1991.
 LP0037
 LP0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0037.GEOID18 height accuracy estimate available here.
 LP0037
 LP0037.Click photographs - Photos may exist for this station.
 LP0037
 LP0037.The dynamic height is computed by dividing the NAVD 88
 LP0037.geopotential number by the normal gravity value computed on the
 LP0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0037.degrees latitude (g = 980.6199 gals.).
 LP0037
 LP0037.The modeled gravity was interpolated from observed gravity values.
 LP0037
 LP0037;                    North         East    Units  Estimated Accuracy
 LP0037;SPC UT C     - 2,226,110.      422,600.      MT  (+/- 180 meters Scaled)
 LP0037
 LP0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK801693(NAD 83)
 LP0037
 LP0037                          SUPERSEDED SURVEY CONTROL
 LP0037
 LP0037  NGVD 29 (??/??/92) 1530.162  (m)         5020.21   (f) ADJ UNCH    1 2
 LP0037
 LP0037.Superseded values are not recommended for survey control.
 LP0037
 LP0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0037.See file dsdata.pdf to determine how the superseded data were derived.
 LP0037
 LP0037_MARKER: Q = CHISELED SQUARE
 LP0037_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LP0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0037
 LP0037  HISTORY     - Date     Condition        Report By
 LP0037  HISTORY     - 1908     MONUMENTED       CGS
 LP0037  HISTORY     - 1934     GOOD             CGS
 LP0037
 LP0037                          STATION DESCRIPTION
 LP0037
 LP0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0037'IN ST JOHN.
 LP0037'AT ST. JOHN, TOOELE COUNTY, ON THE UNION PACIFIC RAILROAD, ABOUT 2-3/4
 LP0037'POLES NORTH OF MILE POLE 736, ABOUT 111 FEET NORTHWEST OF THE
 LP0037'SOUTHWEST CORNER OF THE STATION, 95 FEET SOUTHWEST OF THE NORTHWEST
 LP0037'CORNER, AT A ROAD CROSSING, ABOUT 139 FEET WEST OF THE CENTER LINE OF
 LP0037'THE TRACK, AND 88 FEET NORTH OF THE CENTER LINE OF THE ROAD.  THE
 LP0037'BOTTOM OF A SQUARE HOLE, SURROUNDED BY THE LETTERS USBM, IN THE TOP OF
 LP0037'A STONE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0245 ***********************************************************************
 JM0245  DESIGNATION -  V 20
 JM0245  PID         -  JM0245
 JM0245  STATE/COUNTY-  UT/SAN JUAN
 JM0245  COUNTRY     -  US
 JM0245  USGS QUAD   -  LA SAL JUNCTION (2017)
 JM0245
 JM0245                         *CURRENT SURVEY CONTROL
 JM0245  ______________________________________________________________________
 JM0245* NAD 83(1986) POSITION- 38 15 09.     (N) 109 23 09.     (W)   SCALED
 JM0245* NAVD 88 ORTHO HEIGHT -  1790.978 (meters)     5875.90  (feet) ADJUSTED
 JM0245  ______________________________________________________________________
 JM0245  GEOID HEIGHT    -        -19.019 (meters)                     GEOID18
 JM0245  DYNAMIC HEIGHT  -       1788.992 (meters)     5869.38  (feet) COMP
 JM0245  MODELED GRAVITY -    979,456.4   (mgal)                       NAVD 88
 JM0245
 JM0245  VERT ORDER      -  FIRST     CLASS II
 JM0245
 JM0245.The horizontal coordinates were scaled from a map and have
 JM0245.an estimated accuracy of +/- 6 seconds.
 JM0245
 JM0245.The orthometric height was determined by differential leveling and
 JM0245.adjusted by the NATIONAL GEODETIC SURVEY
 JM0245.in June 1991.
 JM0245
 JM0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0245.GEOID18 height accuracy estimate available here.
 JM0245
 JM0245.Click photographs - Photos may exist for this station.
 JM0245
 JM0245.The dynamic height is computed by dividing the NAVD 88
 JM0245.geopotential number by the normal gravity value computed on the
 JM0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0245.degrees latitude (g = 980.6199 gals.).
 JM0245
 JM0245.The modeled gravity was interpolated from observed gravity values.
 JM0245
 JM0245;                    North         East    Units  Estimated Accuracy
 JM0245;SPC UT S     - 3,178,100.      685,040.      MT  (+/- 180 meters Scaled)
 JM0245
 JM0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH412350(NAD 83)
 JM0245
 JM0245                          SUPERSEDED SURVEY CONTROL
 JM0245
 JM0245  NGVD 29 (??/??/92) 1789.926  (m)         5872.45   (f) ADJ UNCH    1 2
 JM0245
 JM0245.Superseded values are not recommended for survey control.
 JM0245
 JM0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0245.See file dsdata.pdf to determine how the superseded data were derived.
 JM0245
 JM0245_MARKER: DB = BENCH MARK DISK
 JM0245_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JM0245_SP_SET: CULVERT HEADWALL
 JM0245_STAMPING: 5872.449 V 20 1933
 JM0245_MARK LOGO: CGS
 JM0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0245+STABILITY: SURFACE MOTION
 JM0245
 JM0245  HISTORY     - Date     Condition        Report By
 JM0245  HISTORY     - 1933     MONUMENTED       CGS
 JM0245  HISTORY     - 1954     GOOD             CGS
 JM0245  HISTORY     - 1982     GOOD             USGS
 JM0245
 JM0245                          STATION DESCRIPTION
 JM0245
 JM0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JM0245'27.7 MI N FROM MONTICELLO.
 JM0245'27.7 MILES NORTH ALONG U.S. HIGHWAY 160 FROM THE COURTHOUSE AT
 JM0245'MONTICELLO, SAN JUAN COUNTY, 4.1 MILES SOUTH OF LASAL JUNCTION, 1.7
 JM0245'MILES SOUTHWEST OF LOOKING GLASS ROCK, 400 FEET SOUTH OF A LARGE DIP,
 JM0245'ON A NORTHEAST SLOPE, AT A 24-INCH CULVERT, AND IN THE TOP OF THE
 JM0245'NORTH END OF THE WEST HEADWALL.  A STANDARD DISK, STAMPED 5872.449 V
 JM0245'20 1933.  NOTE-- HIGHWAY 450 HAS BEEN CHANGED TO 160.
 JM0245
 JM0245                          STATION RECOVERY (1982)
 JM0245
 JM0245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0245'MOAB, UTAH 25.4 MILES SOUTHEAST ALONG U.S. HWY. 191, 25 MOAB, UTAH
 JM0245'25.4 MILES SOUTHEAST U.S. HWY. 191, FROM MAIN AND CENTER STREETS IN
 JM0245'MOAB, UTAH. 3.1 MILES SOUTHEAST OF LA SAL JCT., 1.8 MILES SOUTH ALONG
 JM0245'THE OLD HWY. 400 FEET SOUTH OF A LARGE DIP, AT A 24 INCH CULVERT, AND
 JM0245'IN THE TOP OF THE NORTH END OF THE WEST HEADWALL. 12.5 FEET WEST OF
 JM0245'CENTERLINE OF THE OLD HWY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0158 ***********************************************************************
 HM0158  DESIGNATION -  V 21
 HM0158  PID         -  HM0158
 HM0158  STATE/COUNTY-  UT/SAN JUAN
 HM0158  COUNTRY     -  US
 HM0158  USGS QUAD   -  MONTICELLO SOUTH (2017)
 HM0158
 HM0158                         *CURRENT SURVEY CONTROL
 HM0158  ______________________________________________________________________
 HM0158* NAD 83(1986) POSITION- 37 52 15.15   (N) 109 20 33.72   (W)   HD_HELD1
 HM0158* NAVD 88 ORTHO HEIGHT -  2155.030 (meters)     7070.29  (feet) ADJUSTED
 HM0158  ______________________________________________________________________
 HM0158  GEOID HEIGHT    -        -18.818 (meters)                     GEOID18
 HM0158  DYNAMIC HEIGHT  -       2152.445 (meters)     7061.81  (feet) COMP
 HM0158  MODELED GRAVITY -    979,352.1   (mgal)                       NAVD 88
 HM0158
 HM0158  VERT ORDER      -  FIRST     CLASS II
 HM0158
 HM0158.The horizontal coordinates were determined by differentially corrected
 HM0158.hand held GPS observations or other comparable positioning techniques
 HM0158.and have an estimated accuracy of +/- 3 meters.
 HM0158
 HM0158.The orthometric height was determined by differential leveling and
 HM0158.adjusted by the NATIONAL GEODETIC SURVEY
 HM0158.in June 1991.
 HM0158
 HM0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0158.GEOID18 height accuracy estimate available here.
 HM0158
 HM0158.Click photographs - Photos may exist for this station.
 HM0158
 HM0158.The dynamic height is computed by dividing the NAVD 88
 HM0158.geopotential number by the normal gravity value computed on the
 HM0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0158.degrees latitude (g = 980.6199 gals.).
 HM0158
 HM0158.The modeled gravity was interpolated from observed gravity values.
 HM0158
 HM0158;                    North         East    Units  Estimated Accuracy
 HM0158;SPC UT S     - 3,135,836.8     689,786.9     MT  (+/- 3 meters HH1 GPS) 
 HM0158
 HM0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG4576692782(NAD 83)
 HM0158
 HM0158                          SUPERSEDED SURVEY CONTROL
 HM0158
 HM0158  NGVD 29 (??/??/92) 2153.872  (m)         7066.50   (f) ADJ UNCH    1 2
 HM0158
 HM0158.Superseded values are not recommended for survey control.
 HM0158
 HM0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0158.See file dsdata.pdf to determine how the superseded data were derived.
 HM0158
 HM0158_MARKER: DB = BENCH MARK DISK
 HM0158_SETTING: 66 = SET IN ROCK OUTCROP
 HM0158_STAMPING: 7066.495 V 21 1933
 HM0158_MARK LOGO: CGS
 HM0158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0158+STABILITY: POSITION/ELEVATION WELL
 HM0158_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HM0158+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2017
 HM0158
 HM0158  HISTORY     - Date     Condition        Report By
 HM0158  HISTORY     - 1933     MONUMENTED       CGS
 HM0158  HISTORY     - 1934     GOOD             CGS
 HM0158  HISTORY     - 1979     GOOD             NGS
 HM0158  HISTORY     - 1979     GOOD             NGS
 HM0158  HISTORY     - 19980717 GOOD             NGS
 HM0158  HISTORY     - 20030130 GOOD             NGS
 HM0158  HISTORY     - 20090527 GOOD             GEOCAC
 HM0158  HISTORY     - 20120813 GOOD             NGS
 HM0158  HISTORY     - 20120906 GOOD             GEOCAC
 HM0158  HISTORY     - 20170525 GOOD             USPSQD
 HM0158
 HM0158                          STATION DESCRIPTION
 HM0158
 HM0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0158'IN MONTICELLO.
 HM0158'AT MONTICELLO, SAN JUAN COUNTY, AT THE COURTHOUSE, ON THE NORTH SIDE
 HM0158'OF THE STEPS, AND IN THE MIDDLE OF THE NORTH SANDSTONE COPING.  A
 HM0158'STANDARD DISK, STAMPED 7066.495 V 21 1933.
 HM0158
 HM0158                          STATION RECOVERY (1979)
 HM0158
 HM0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0158'RECOVERED IN GOOD CONDITION.
 HM0158
 HM0158                          STATION RECOVERY (1979)
 HM0158
 HM0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0158'RECOVERED IN GOOD CONDITION.
 HM0158
 HM0158                          STATION RECOVERY (1998)
 HM0158
 HM0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DW)
 HM0158'COURTHOUSE IS ALSO UTAH STATE UNIV. EXTENSION OFFICE AND VISITOR
 HM0158'CENTER.  IT IS AT SE CORNER OF MAIN ST. (US 191) AND 100 SOUTH ST.
 HM0158'THIS IS GRAVITY BASE STATION 'MONTICELLO', DOD 4638-1, IGB 11979 .
 HM0158
 HM0158                          STATION RECOVERY (2003)
 HM0158
 HM0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 HM0158'RECOVERED IN GOOD CONDITION.
 HM0158
 HM0158                          STATION RECOVERY (2009)
 HM0158
 HM0158'RECOVERY NOTE BY GEOCACHING 2009 (WS)
 HM0158'RECOVERED IN GOOD CONDITION.
 HM0158
 HM0158                          STATION RECOVERY (2012)
 HM0158
 HM0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2012 (DW)
 HM0158'RECOVERED IN GOOD CONDITION.
 HM0158
 HM0158                          STATION RECOVERY (2012)
 HM0158
 HM0158'RECOVERY NOTE BY GEOCACHING 2012 (BA)
 HM0158'RECOVERED IN GOOD CONDITION.
 HM0158
 HM0158                          STATION RECOVERY (2017)
 HM0158
 HM0158'RECOVERY NOTE BY US POWER SQUADRON 2017 (GDS)
 HM0158'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0181 ***********************************************************************
 HM0181  DESIGNATION -  V 22
 HM0181  PID         -  HM0181
 HM0181  STATE/COUNTY-  UT/SAN JUAN
 HM0181  COUNTRY     -  US
 HM0181  USGS QUAD   -  BLANDING SOUTH (2017)
 HM0181
 HM0181                         *CURRENT SURVEY CONTROL
 HM0181  ______________________________________________________________________
 HM0181* NAD 83(1986) POSITION- 37 33 45.     (N) 109 29 19.     (W)   SCALED
 HM0181* NAVD 88 ORTHO HEIGHT -  1740.852 (meters)     5711.45  (feet) ADJUSTED
 HM0181  ______________________________________________________________________
 HM0181  GEOID HEIGHT    -        -20.158 (meters)                     GEOID18
 HM0181  DYNAMIC HEIGHT  -       1738.819 (meters)     5704.78  (feet) COMP
 HM0181  MODELED GRAVITY -    979,400.8   (mgal)                       NAVD 88
 HM0181
 HM0181  VERT ORDER      -  FIRST     CLASS II
 HM0181
 HM0181.The horizontal coordinates were scaled from a map and have
 HM0181.an estimated accuracy of +/- 6 seconds.
 HM0181
 HM0181.The orthometric height was determined by differential leveling and
 HM0181.adjusted by the NATIONAL GEODETIC SURVEY
 HM0181.in June 1991.
 HM0181
 HM0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0181.GEOID18 height accuracy estimate available here.
 HM0181
 HM0181.Click photographs - Photos may exist for this station.
 HM0181
 HM0181.The dynamic height is computed by dividing the NAVD 88
 HM0181.geopotential number by the normal gravity value computed on the
 HM0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0181.degrees latitude (g = 980.6199 gals.).
 HM0181
 HM0181.The modeled gravity was interpolated from observed gravity values.
 HM0181
 HM0181;                    North         East    Units  Estimated Accuracy
 HM0181;SPC UT S     - 3,101,330.      677,690.      MT  (+/- 180 meters Scaled)
 HM0181
 HM0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG334583(NAD 83)
 HM0181
 HM0181                          SUPERSEDED SURVEY CONTROL
 HM0181
 HM0181  NGVD 29 (??/??/92) 1739.81   (m)         5708.0    (f) COMPUTED    1 2
 HM0181
 HM0181.Superseded values are not recommended for survey control.
 HM0181
 HM0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0181.See file dsdata.pdf to determine how the superseded data were derived.
 HM0181
 HM0181_MARKER: DB = BENCH MARK DISK
 HM0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0181_STAMPING: V 22 1933 5707.974
 HM0181_MARK LOGO: CGS
 HM0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0181+STABILITY: SURFACE MOTION
 HM0181
 HM0181  HISTORY     - Date     Condition        Report By
 HM0181  HISTORY     - 1933     MONUMENTED       CGS
 HM0181  HISTORY     - 1966     GOOD             CGS
 HM0181  HISTORY     - 1972     GOOD             NGS
 HM0181  HISTORY     - 1979     GOOD             NGS
 HM0181  HISTORY     - 1979     GOOD             NGS
 HM0181  HISTORY     - 20111112 MARK NOT FOUND   GEOCAC
 HM0181
 HM0181                          STATION DESCRIPTION
 HM0181
 HM0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 HM0181'4.6 MI S FROM BLANDING.
 HM0181'FROM THE INTERSECTION OF MAIN STREET AND CENTER STREET IN BLANDING, GO
 HM0181'SOUTH ALONG STATE HIGHWAY 47 FOR 4.55 MILES.  THE MARK IS LOCATED 50
 HM0181'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 47, 2 FEET WEST OF A T
 HM0181'FENCE JUNCTION AND IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 HM0181'6 INCHES.  IT IS ABOUT LEVEL WITH THE HIGHWAY.
 HM0181
 HM0181                          STATION RECOVERY (1972)
 HM0181
 HM0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HM0181'RECOVERED IN GOOD CONDITION.
 HM0181
 HM0181                          STATION RECOVERY (1979)
 HM0181
 HM0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0181'RECOVERED IN GOOD CONDITION.
 HM0181
 HM0181                          STATION RECOVERY (1979)
 HM0181
 HM0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0181'RECOVERED IN GOOD CONDITION.
 HM0181
 HM0181                          STATION RECOVERY (2011)
 HM0181
 HM0181'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 HM0181'US 191 HAS BEEN WIDENED AND FILLED, AND THERE IS NOW A DOUBLE FIELD
 HM0181'ENTRANCE AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0246 ***********************************************************************
 HM0246  DESIGNATION -  V 23
 HM0246  PID         -  HM0246
 HM0246  STATE/COUNTY-  UT/SAN JUAN
 HM0246  COUNTRY     -  US
 HM0246  USGS QUAD   -  BLUFF SW (2017)
 HM0246
 HM0246                         *CURRENT SURVEY CONTROL
 HM0246  ______________________________________________________________________
 HM0246* NAD 83(1986) POSITION- 37 16 28.9    (N) 109 40 38.1    (W)   HD_HELD2
 HM0246* NAVD 88 ORTHO HEIGHT -  1343.824 (meters)     4408.86  (feet) ADJUSTED
 HM0246  ______________________________________________________________________
 HM0246  GEOID HEIGHT    -        -20.762 (meters)                     GEOID18
 HM0246  DYNAMIC HEIGHT  -       1342.345 (meters)     4404.01  (feet) COMP
 HM0246  MODELED GRAVITY -    979,483.7   (mgal)                       NAVD 88
 HM0246
 HM0246  VERT ORDER      -  FIRST     CLASS II
 HM0246
 HM0246.The horizontal coordinates were established by autonomous hand held GPS
 HM0246.observations and have an estimated accuracy of +/- 10 meters.
 HM0246
 HM0246.The orthometric height was determined by differential leveling and
 HM0246.adjusted by the NATIONAL GEODETIC SURVEY
 HM0246.in June 1991.
 HM0246
 HM0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0246.GEOID18 height accuracy estimate available here.
 HM0246
 HM0246.Click photographs - Photos may exist for this station.
 HM0246
 HM0246.The dynamic height is computed by dividing the NAVD 88
 HM0246.geopotential number by the normal gravity value computed on the
 HM0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0246.degrees latitude (g = 980.6199 gals.).
 HM0246
 HM0246.The modeled gravity was interpolated from observed gravity values.
 HM0246
 HM0246;                    North         East    Units  Estimated Accuracy
 HM0246;SPC UT S     - 3,069,056.      661,649.      MT  (+/- 10 meters HH2 GPS)
 HM0246
 HM0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG1727126165(NAD 83)
 HM0246
 HM0246                          SUPERSEDED SURVEY CONTROL
 HM0246
 HM0246  NGVD 29 (??/??/92) 1342.909  (m)         4405.86   (f) ADJ UNCH    1 2
 HM0246
 HM0246.Superseded values are not recommended for survey control.
 HM0246
 HM0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0246.See file dsdata.pdf to determine how the superseded data were derived.
 HM0246
 HM0246_MARKER: DB = BENCH MARK DISK
 HM0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0246_STAMPING: 4405.861 V 23 1933
 HM0246_MARK LOGO: CGS
 HM0246_PROJECTION: PROJECTING 20 CENTIMETERS
 HM0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0246+STABILITY: SURFACE MOTION
 HM0246
 HM0246  HISTORY     - Date     Condition        Report By
 HM0246  HISTORY     - 1933     MONUMENTED       CGS
 HM0246  HISTORY     - 1962     GOOD             USGS
 HM0246  HISTORY     - 1983     GOOD             NGS
 HM0246
 HM0246                          STATION DESCRIPTION
 HM0246
 HM0246'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HM0246'9.5 MI SW FROM BLUFF.
 HM0246'9.5 MILES SOUTHWEST ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0246'BLUFF, SAN JUAN COUNTY, 500 YARDS NORTH FROM STATE HIGHWAY 47 ALONG
 HM0246'OLD MORMON TRAIL, ON THE CREST OF A SMALL HILL, 27 FEET EAST OF THE
 HM0246'CENTERLINE OF THE TRAIL, AND 2 FEET HIGHER THAN THE TRAIL.  A STANDARD
 HM0246'DISK, STAMPED 4405.861 V 23 1933 AND SET IN THE TOP OF A CONCRETE
 HM0246'POST.
 HM0246
 HM0246                          STATION RECOVERY (1983)
 HM0246
 HM0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0246'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  12.3 KM
 HM0246'(7.65 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST OFFICE IN
 HM0246'BLUFF, 0.4 KM (0.25 MI) NORTHWEST OF MILEPOST 38, 153.3 METERS
 HM0246'(503.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 8.3 METERS
 HM0246'(27.3 FT) EAST OF THE CENTER OF COUNTY ROAD 237 (OLD MORMON TRAIL).
 HM0246'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 HM0246'THE MARK IS 1.2 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0120 ***********************************************************************
 JO0120  DESIGNATION -  V 231
 JO0120  PID         -  JO0120
 JO0120  STATE/COUNTY-  UT/BEAVER
 JO0120  COUNTRY     -  US
 JO0120  USGS QUAD   -  DELANO PEAK (2017)
 JO0120
 JO0120                         *CURRENT SURVEY CONTROL
 JO0120  ______________________________________________________________________
 JO0120* NAD 83(1986) POSITION- 38 18 24.     (N) 112 21 47.     (W)   SCALED
 JO0120* NAVD 88 ORTHO HEIGHT -  3070.099 (meters)    10072.48  (feet) ADJUSTED
 JO0120  ______________________________________________________________________
 JO0120  GEOID HEIGHT    -        -18.953 (meters)                     GEOID18
 JO0120  DYNAMIC HEIGHT  -       3065.996 (meters)    10059.02  (feet) COMP
 JO0120  MODELED GRAVITY -    979,179.3   (mgal)                       NAVD 88
 JO0120
 JO0120  VERT ORDER      -  SECOND    CLASS 0
 JO0120
 JO0120.The horizontal coordinates were scaled from a map and have
 JO0120.an estimated accuracy of +/- 6 seconds.
 JO0120
 JO0120.The orthometric height was determined by differential leveling and
 JO0120.adjusted by the NATIONAL GEODETIC SURVEY
 JO0120.in June 1991.
 JO0120
 JO0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0120.GEOID18 height accuracy estimate available here.
 JO0120
 JO0120.Click photographs - Photos may exist for this station.
 JO0120
 JO0120.The dynamic height is computed by dividing the NAVD 88
 JO0120.geopotential number by the normal gravity value computed on the
 JO0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0120.degrees latitude (g = 980.6199 gals.).
 JO0120
 JO0120.The modeled gravity was interpolated from observed gravity values.
 JO0120
 JO0120;                    North         East    Units  Estimated Accuracy
 JO0120;SPC UT S     - 3,182,370.      424,510.      MT  (+/- 180 meters Scaled)
 JO0120
 JO0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH808407(NAD 83)
 JO0120
 JO0120                          SUPERSEDED SURVEY CONTROL
 JO0120
 JO0120  NGVD 29 (??/??/92) 3068.518  (m)        10067.30   (f) ADJ UNCH    2 0
 JO0120
 JO0120.Superseded values are not recommended for survey control.
 JO0120
 JO0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0120.See file dsdata.pdf to determine how the superseded data were derived.
 JO0120
 JO0120_MARKER: DB = BENCH MARK DISK
 JO0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0120_STAMPING: V 231 1935
 JO0120_MARK LOGO: CGS
 JO0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0120+STABILITY: SURFACE MOTION
 JO0120
 JO0120  HISTORY     - Date     Condition        Report By
 JO0120  HISTORY     - 1935     MONUMENTED       CGS
 JO0120  HISTORY     - 1975     GOOD             USGS
 JO0120
 JO0120                          STATION DESCRIPTION
 JO0120
 JO0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0120'17.6 MI W FROM JUNCTION.
 JO0120'IN BEAVER COUNTY, ABOUT 17.6 MILES WEST ALONG STATE HIGHWAY 21 FROM
 JO0120'JUNCTION, PIUTE COUNTY, ON THE SLOPE OF A HILL, AT A SMALL PINE
 JO0120'FOREST, AT A CURVE, AT THE EDGE OF A SMALL WASH, AND 27 FEET NORTH OF
 JO0120'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED V 231 1935
 JO0120'AND SET IN THE TOP OF A CONCRETE POST.
 JO0120
 JO0120                          STATION RECOVERY (1975)
 JO0120
 JO0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0120'IN BEAVER COUNTY, ABOUT 18.7 MILES WEST ALONG STATE HIGHWAY 153 FROM
 JO0120'JUNCTION, PIUTE COUNTY, THENCE 0.2 MILES NORTH ALONG TRACK ROAD, ON
 JO0120'THE SLOPE OF A HILL, AT A SMALL PINE FOREST, AT A CURVE, AT THE EDGE
 JO0120'OF A SMALL WASH, AND 27 FEET NORTH OF THE CENTER LINE OF THE TRACK
 JO0120'ROAD. A STANDARD DISK, STAMPED V 231 1935 AND SET IN THE TOP OF A
 JO0120'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0175 ***********************************************************************
 HN0175  DESIGNATION -  V 24
 HN0175  PID         -  HN0175
 HN0175  STATE/COUNTY-  UT/SAN JUAN
 HN0175  COUNTRY     -  US
 HN0175  USGS QUAD   -  MONUMENT PASS (2017)
 HN0175
 HN0175                         *CURRENT SURVEY CONTROL
 HN0175  ______________________________________________________________________
 HN0175* NAD 83(1986) POSITION- 37 02 22.5    (N) 110 06 15.6    (W)   HD_HELD2
 HN0175* NAVD 88 ORTHO HEIGHT -  1699.998 (meters)     5577.41  (feet) ADJUSTED
 HN0175  ______________________________________________________________________
 HN0175  GEOID HEIGHT    -        -21.017 (meters)                     GEOID18
 HN0175  DYNAMIC HEIGHT  -       1697.989 (meters)     5570.82  (feet) COMP
 HN0175  MODELED GRAVITY -    979,389.3   (mgal)                       NAVD 88
 HN0175
 HN0175  VERT ORDER      -  FIRST     CLASS II
 HN0175
 HN0175.The horizontal coordinates were established by autonomous hand held GPS
 HN0175.observations and have an estimated accuracy of +/- 10 meters.
 HN0175
 HN0175.The orthometric height was determined by differential leveling and
 HN0175.adjusted by the NATIONAL GEODETIC SURVEY
 HN0175.in June 1991.
 HN0175
 HN0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0175.GEOID18 height accuracy estimate available here.
 HN0175
 HN0175.Click photographs - Photos may exist for this station.
 HN0175
 HN0175.The dynamic height is computed by dividing the NAVD 88
 HN0175.geopotential number by the normal gravity value computed on the
 HN0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0175.degrees latitude (g = 980.6199 gals.).
 HN0175
 HN0175.The modeled gravity was interpolated from observed gravity values.
 HN0175
 HN0175;                    North         East    Units  Estimated Accuracy
 HN0175;SPC UT S     - 3,042,314.      624,166.      MT  (+/- 10 meters HH2 GPS)
 HN0175
 HN0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF7965299638(NAD 83)
 HN0175
 HN0175                          SUPERSEDED SURVEY CONTROL
 HN0175
 HN0175  NGVD 29 (??/??/92) 1699.009  (m)         5574.17   (f) ADJ UNCH    1 2
 HN0175
 HN0175.Superseded values are not recommended for survey control.
 HN0175
 HN0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0175.See file dsdata.pdf to determine how the superseded data were derived.
 HN0175
 HN0175_MARKER: DB = BENCH MARK DISK
 HN0175_SETTING: 66 = SET IN ROCK OUTCROP
 HN0175_STAMPING: 5574.165 V 24 1933
 HN0175_MARK LOGO: CGS
 HN0175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0175+STABILITY: POSITION/ELEVATION WELL
 HN0175
 HN0175  HISTORY     - Date     Condition        Report By
 HN0175  HISTORY     - 1933     MONUMENTED       CGS
 HN0175  HISTORY     - 1934     GOOD             CGS
 HN0175  HISTORY     - 1983     GOOD             NGS
 HN0175
 HN0175                          STATION DESCRIPTION
 HN0175
 HN0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HN0175'18.4 MI SW FROM MEXICAN HAT.
 HN0175'18.4 MILES SOUTHWEST ALONG THE ROAD TO KAYENTA FROM THE NEVILLS STONE
 HN0175'HOUSE AT MEXICAN HAT, SAN JUAN COUNTY, 4.7 MILES NORTHEAST OF THE
 HN0175'JUNCTION OF A ROAD LEADING TO GOULDINGS TRADING POST, ON THE SOUTHWEST
 HN0175'SIDE OF MONUMENT PASS, 63 FEET SOUTHEAST OF THE CENTERLINE OF THE
 HN0175'ROAD, IN THE TOP OF A SANDSTONE OUTCROP, AND LEVEL WITH THE ROAD. A
 HN0175'STANDARD DISK, STAMPED 5574.165 V 24 1933.
 HN0175
 HN0175                          STATION RECOVERY (1983)
 HN0175
 HN0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0175'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  26.2 KM
 HN0175'(16.25 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST OFFICE
 HN0175'IN MEXICAN HAT, 7.6 KM (4.7 MI) NORTHEAST OF A PAVED ROAD CROSSING,
 HN0175'0.3 KM (0.2 MI) SOUTHWEST OF A DIRT ROAD LEADING EAST, IN THE CENTER
 HN0175'OF A 4- BY 12-FOOT EXPOSED AREA OF BEDROCK, AND 19.2 METERS (63.0 FT)
 HN0175'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 HN0175'THE MARK IS 0.8 METERS  S FROM A WITNESS POST.
 HN0175'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0171 ***********************************************************************
 JN0171  DESIGNATION -  V 25
 JN0171  PID         -  JN0171
 JN0171  STATE/COUNTY-  UT/WAYNE
 JN0171  COUNTRY     -  US
 JN0171  USGS QUAD   -  TORREY (2017)
 JN0171
 JN0171                         *CURRENT SURVEY CONTROL
 JN0171  ______________________________________________________________________
 JN0171* NAD 83(1986) POSITION- 38 17 54.78   (N) 111 23 36.96   (W)   HD_HELD1
 JN0171* NAVD 88 ORTHO HEIGHT -  2065.019 (meters)     6774.98  (feet) ADJUSTED
 JN0171  ______________________________________________________________________
 JN0171  GEOID HEIGHT    -        -18.059 (meters)                     GEOID18
 JN0171  DYNAMIC HEIGHT  -       2062.671 (meters)     6767.28  (feet) COMP
 JN0171  MODELED GRAVITY -    979,417.1   (mgal)                       NAVD 88
 JN0171
 JN0171  VERT ORDER      -  FIRST     CLASS II
 JN0171
 JN0171.The horizontal coordinates were determined by differentially corrected
 JN0171.hand held GPS observations or other comparable positioning techniques
 JN0171.and have an estimated accuracy of +/- 3 meters.
 JN0171
 JN0171.The orthometric height was determined by differential leveling and
 JN0171.adjusted by the NATIONAL GEODETIC SURVEY
 JN0171.in June 1991.
 JN0171
 JN0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0171.GEOID18 height accuracy estimate available here.
 JN0171
 JN0171.Click photographs - Photos may exist for this station.
 JN0171
 JN0171.The dynamic height is computed by dividing the NAVD 88
 JN0171.geopotential number by the normal gravity value computed on the
 JN0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0171.degrees latitude (g = 980.6199 gals.).
 JN0171
 JN0171.The modeled gravity was interpolated from observed gravity values.
 JN0171
 JN0171;                    North         East    Units  Estimated Accuracy
 JN0171;SPC UT S     - 3,181,122.4     509,307.3     MT  (+/- 3 meters HH1 GPS) 
 JN0171
 JN0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH6558339013(NAD 83)
 JN0171
 JN0171                          SUPERSEDED SURVEY CONTROL
 JN0171
 JN0171  NGVD 29 (??/??/92) 2063.795  (m)         6770.97   (f) ADJ UNCH    1 2
 JN0171
 JN0171.Superseded values are not recommended for survey control.
 JN0171
 JN0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0171.See file dsdata.pdf to determine how the superseded data were derived.
 JN0171
 JN0171_MARKER: DB = BENCH MARK DISK
 JN0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0171_STAMPING: V 25 1934
 JN0171_MARK LOGO: CGS
 JN0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0171+STABILITY: SURFACE MOTION
 JN0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0171+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2011
 JN0171
 JN0171  HISTORY     - Date     Condition        Report By
 JN0171  HISTORY     - 1934     MONUMENTED       CGS
 JN0171  HISTORY     - 1979     GOOD             USGS
 JN0171  HISTORY     - 20111027 GOOD             GEOCAC
 JN0171
 JN0171                          STATION DESCRIPTION
 JN0171
 JN0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0171'9.8 MI E FROM BICKNELL.
 JN0171'9.8 MILES EAST ALONG STATE HIGHWAY 24 FROM THE PUBLIC SCHOOL AT
 JN0171'BICKNELL, WAYNE COUNTY, 450 FEET WEST OF A SHARP HIGHWAY CURVE TO THE
 JN0171'NORTH, 395 FEET SOUTH OF A LARGE ROCK LEDGE, 60 FEET NORTHWEST OF THE
 JN0171'CENTERLINE OF THE HIGHWAY, AND 30 FEET SOUTH OF A SMALL CEDAR TREE. A
 JN0171'STANDARD DISK, STAMPED V 25 1934 AND SET IN THE TOP OF A CONCRETE
 JN0171'POST.
 JN0171
 JN0171                          STATION RECOVERY (1979)
 JN0171
 JN0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JN0171'TO REACH FROM THE MORMON CHURCH IN TORREY, GO E. ON STATE HWY. 24 FOR
 JN0171'1.45 MILES, 50 FT. NW OF CENTER LINE OF HWY. SET IN TOP OF CONCRETE
 JN0171'POST.
 JN0171
 JN0171                          STATION RECOVERY (2011)
 JN0171
 JN0171'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 JN0171'MARK BEARS 270 DEGREES 125 FT FROM THE INTERSECTION OF 1280 EAST AND
 JN0171'UT 24.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0262 ***********************************************************************
 LN0262  DESIGNATION -  V 26
 LN0262  PID         -  LN0262
 LN0262  STATE/COUNTY-  UT/UINTAH
 LN0262  COUNTRY     -  US
 LN0262  USGS QUAD   -  BONANZA (2017)
 LN0262
 LN0262                         *CURRENT SURVEY CONTROL
 LN0262  ______________________________________________________________________
 LN0262* NAD 83(1986) POSITION- 40 06 42.2    (N) 109 14 02.6    (W)   HD_HELD2
 LN0262* NAVD 88 ORTHO HEIGHT -  1561.539 (meters)     5123.15  (feet) ADJUSTED
 LN0262  ______________________________________________________________________
 LN0262  GEOID HEIGHT    -        -17.354 (meters)                     GEOID18
 LN0262  DYNAMIC HEIGHT  -       1560.107 (meters)     5118.45  (feet) COMP
 LN0262  MODELED GRAVITY -    979,654.2   (mgal)                       NAVD 88
 LN0262
 LN0262  VERT ORDER      -  FIRST     CLASS II
 LN0262
 LN0262.The horizontal coordinates were established by autonomous hand held GPS
 LN0262.observations and have an estimated accuracy of +/- 10 meters.
 LN0262
 LN0262.The orthometric height was determined by differential leveling and
 LN0262.adjusted by the NATIONAL GEODETIC SURVEY
 LN0262.in June 1991.
 LN0262
 LN0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0262.GEOID18 height accuracy estimate available here.
 LN0262
 LN0262.Click photographs - Photos may exist for this station.
 LN0262
 LN0262.The dynamic height is computed by dividing the NAVD 88
 LN0262.geopotential number by the normal gravity value computed on the
 LN0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0262.degrees latitude (g = 980.6199 gals.).
 LN0262
 LN0262.The modeled gravity was interpolated from observed gravity values.
 LN0262
 LN0262;                    North         East    Units  Estimated Accuracy
 LN0262;SPC UT C     - 2,199,882.      693,144.      MT  (+/- 10 meters HH2 GPS)
 LN0262
 LN0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK5049841651(NAD 83)
 LN0262
 LN0262                          SUPERSEDED SURVEY CONTROL
 LN0262
 LN0262  NGVD 29 (??/??/92) 1560.349  (m)         5119.25   (f) ADJ UNCH    1 2
 LN0262
 LN0262.Superseded values are not recommended for survey control.
 LN0262
 LN0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0262.See file dsdata.pdf to determine how the superseded data were derived.
 LN0262
 LN0262_MARKER: DB = BENCH MARK DISK
 LN0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0262_STAMPING: 5119.245 V 26 1933
 LN0262_MARK LOGO: CGS
 LN0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0262+STABILITY: SURFACE MOTION
 LN0262
 LN0262  HISTORY     - Date     Condition        Report By
 LN0262  HISTORY     - 1933     MONUMENTED       CGS
 LN0262  HISTORY     - 1981     GOOD             NGS
 LN0262
 LN0262                          STATION DESCRIPTION
 LN0262
 LN0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0262'7.6 MI NW FROM BONANZA.
 LN0262'ABOUT 7.6 MILES NORTHWEST ALONG THE WATSON-JENSEN ROAD FROM BONANZA,
 LN0262'UINTAH COUNTY, IN A WIDE FLAT VALLEY BORDERED ON THE SOUTHEAST BY THE
 LN0262'DEVILS PLAYGROUND, ABOUT 1.9 MILES EAST OF AN ABANDONED STAGE STATION,
 LN0262'ABOUT 0.6 MILE NORTHEAST OF A ROW OF POLES, ABOUT 600 FEET WEST OF A
 LN0262'BRIDGE OVER A WASH, AND ABOUT 60 FEET NORTH OF THE CENTER LINE OF THE
 LN0262'ROAD.  A STANDARD DISK, STAMPED 5119.245 V 26 1933 AND SET IN THE TOP
 LN0262'OF A CONCRETE POST.
 LN0262
 LN0262                          STATION RECOVERY (1981)
 LN0262
 LN0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LN0262'A NEW ROAD IS BEING CONSTRUCTED NEARBY. A WITNESS POST WAS ADDED AT
 LN0262'THIS TIME.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0330 ***********************************************************************
 LN0330  DESIGNATION -  V 28
 LN0330  PID         -  LN0330
 LN0330  STATE/COUNTY-  UT/DAGGETT
 LN0330  COUNTRY     -  US
 LN0330  USGS QUAD   -  ELK PARK (2017)
 LN0330
 LN0330                         *CURRENT SURVEY CONTROL
 LN0330  ______________________________________________________________________
 LN0330* NAD 83(1986) POSITION- 40 50 59.2    (N) 109 38 13.3    (W)   HD_HELD2
 LN0330* NAVD 88 ORTHO HEIGHT -  2414.988 (meters)     7923.17  (feet) ADJUSTED
 LN0330  ______________________________________________________________________
 LN0330  GEOID HEIGHT    -        -13.444 (meters)                     GEOID18
 LN0330  DYNAMIC HEIGHT  -       2412.671 (meters)     7915.57  (feet) COMP
 LN0330  MODELED GRAVITY -    979,576.8   (mgal)                       NAVD 88
 LN0330
 LN0330  VERT ORDER      -  FIRST     CLASS II
 LN0330
 LN0330.The horizontal coordinates were established by autonomous hand held GPS
 LN0330.observations and have an estimated accuracy of +/- 10 meters.
 LN0330
 LN0330.The orthometric height was determined by differential leveling and
 LN0330.adjusted by the NATIONAL GEODETIC SURVEY
 LN0330.in June 1991.
 LN0330
 LN0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0330.GEOID18 height accuracy estimate available here.
 LN0330
 LN0330.Click photographs - Photos may exist for this station.
 LN0330
 LN0330.The dynamic height is computed by dividing the NAVD 88
 LN0330.geopotential number by the normal gravity value computed on the
 LN0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0330.degrees latitude (g = 980.6199 gals.).
 LN0330
 LN0330.The modeled gravity was interpolated from observed gravity values.
 LN0330
 LN0330;                    North         East    Units  Estimated Accuracy
 LN0330;SPC UT N     - 1,059,034.      657,082.      MT  (+/- 10 meters HH2 GPS)
 LN0330
 LN0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL1488922975(NAD 83)
 LN0330
 LN0330                          SUPERSEDED SURVEY CONTROL
 LN0330
 LN0330  NGVD 29 (??/??/92) 2413.633  (m)         7918.73   (f) ADJ UNCH    1 2
 LN0330
 LN0330.Superseded values are not recommended for survey control.
 LN0330
 LN0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0330.See file dsdata.pdf to determine how the superseded data were derived.
 LN0330
 LN0330_MARKER: DB = BENCH MARK DISK
 LN0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0330_STAMPING: 7918.728 V 28 1933
 LN0330_MARK LOGO: CGS
 LN0330_PROJECTION: PROJECTING 10 CENTIMETERS
 LN0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0330+STABILITY: SURFACE MOTION
 LN0330
 LN0330  HISTORY     - Date     Condition        Report By
 LN0330  HISTORY     - 1933     MONUMENTED       CGS
 LN0330  HISTORY     - 1984     GOOD             NGS
 LN0330  HISTORY     - 20091018 GOOD             GEOCAC
 LN0330
 LN0330                          STATION DESCRIPTION
 LN0330
 LN0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0330'26.8 MI S FROM MANILA.
 LN0330'ABOUT 26.8 MILES SOUTH ALONG STATE HIGHWAY 44 FROM MANILA, DAGGETT
 LN0330'COUNTY, AT MEADOW PARK, ABOUT 1.8 MILES EAST OF BURNT CREEK, ABOUT 300
 LN0330'FEET EAST OF A SMALL BROOK, ON A BARE OPEN FLAT, AND ABOUT 50 FEET
 LN0330'NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 LN0330'7918.728 V 28 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LN0330
 LN0330                          STATION RECOVERY (1984)
 LN0330
 LN0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0330'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  30.6 KM
 LN0330'(19.0 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION WITH
 LN0330'STATE HIGHWAY 43 IN MANILA, 0.5 KM (0.3 MI) NORTHEAST OF MILEPOST 9,
 LN0330'112.1 M (367.8 FT) EAST-NORTHEAST OF THE CENTERLINE OF CUB CREEK, 15.1
 LN0330'M (49.5 FT) SOUTH OF THE CENTER OF A 32-INCH PINE TREE, AND 12.6 M
 LN0330'(41.3 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 LN0330'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LN0330'THE MARK IS 1.9 M BELOW THE HIGHWAY.
 LN0330
 LN0330                          STATION RECOVERY (2009)
 LN0330
 LN0330'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LN0330'STATION IS ABOUT FOUR FEET NORTH OF THE TOE OF THE CURRENT ROAD
 LN0330'EMBANKMENT AND ONE FOOT WEST OF A CARSONITE WP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0272 ***********************************************************************
 JN0272  DESIGNATION -  V 30
 JN0272  PID         -  JN0272
 JN0272  STATE/COUNTY-  UT/SEVIER
 JN0272  COUNTRY     -  US
 JN0272  USGS QUAD   -  SIGURD (2017)
 JN0272
 JN0272                         *CURRENT SURVEY CONTROL
 JN0272  ______________________________________________________________________
 JN0272* NAD 83(1986) POSITION- 38 50 41.     (N) 111 58 42.     (W)   SCALED
 JN0272* NAVD 88 ORTHO HEIGHT -  1603.350 (meters)     5260.32  (feet) ADJUSTED
 JN0272  ______________________________________________________________________
 JN0272  GEOID HEIGHT    -        -18.774 (meters)                     GEOID18
 JN0272  DYNAMIC HEIGHT  -       1601.643 (meters)     5254.72  (feet) COMP
 JN0272  MODELED GRAVITY -    979,508.2   (mgal)                       NAVD 88
 JN0272
 JN0272  VERT ORDER      -  FIRST     CLASS II
 JN0272
 JN0272.The horizontal coordinates were scaled from a map and have
 JN0272.an estimated accuracy of +/- 6 seconds.
 JN0272
 JN0272.The orthometric height was determined by differential leveling and
 JN0272.adjusted by the NATIONAL GEODETIC SURVEY
 JN0272.in June 1991.
 JN0272
 JN0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0272.GEOID18 height accuracy estimate available here.
 JN0272
 JN0272.Click photographs - Photos may exist for this station.
 JN0272
 JN0272.The dynamic height is computed by dividing the NAVD 88
 JN0272.geopotential number by the normal gravity value computed on the
 JN0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0272.degrees latitude (g = 980.6199 gals.).
 JN0272
 JN0272.The modeled gravity was interpolated from observed gravity values.
 JN0272
 JN0272;                    North         East    Units  Estimated Accuracy
 JN0272;SPC UT C     - 2,056,890.      458,470.      MT  (+/- 180 meters Scaled)
 JN0272
 JN0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ150000(NAD 83)
 JN0272
 JN0272                          SUPERSEDED SURVEY CONTROL
 JN0272
 JN0272  NGVD 29 (??/??/92) 1602.138  (m)         5256.35   (f) ADJ UNCH    1 2
 JN0272
 JN0272.Superseded values are not recommended for survey control.
 JN0272
 JN0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0272.See file dsdata.pdf to determine how the superseded data were derived.
 JN0272
 JN0272_MARKER: DB = BENCH MARK DISK
 JN0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0272_STAMPING: V 30 1934
 JN0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0272+STABILITY: SURFACE MOTION
 JN0272
 JN0272  HISTORY     - Date     Condition        Report By
 JN0272  HISTORY     - 1934     MONUMENTED       CGS
 JN0272  HISTORY     - 1958     GOOD             CGS
 JN0272
 JN0272                          STATION DESCRIPTION
 JN0272
 JN0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0272'IN SIGURD.
 JN0272'AT SIGURD, SEVIER COUNTY, ON THE DENVER AND RIO GRANDE WESTERN
 JN0272'RAILROAD, 156 FEET SOUTHEAST OF THE STATION, 135 FEET EAST OF THE
 JN0272'CENTERLINE OF THE MAIN TRACK, 60 FEET EAST OF THE CENTERLINE OF THE
 JN0272'SPUR TRACK LEADING INTO THE TOWN, AND 2 FEET WEST OF THE RIGHT-OF-WAY
 JN0272'FENCE.  A STANDARD DISK, STAMPED V 30 1934 AND SET IN THE TOP OF A
 JN0272'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0167 ***********************************************************************
 JO0167  DESIGNATION -  V 32
 JO0167  PID         -  JO0167
 JO0167  STATE/COUNTY-  UT/BEAVER
 JO0167  COUNTRY     -  US
 JO0167  USGS QUAD   -  CAVE CANYON (2017)
 JO0167
 JO0167                         *CURRENT SURVEY CONTROL
 JO0167  ______________________________________________________________________
 JO0167* NAD 83(1994) POSITION- 38 15 39.92876(N) 112 57 09.52777(W)   ADJUSTED
 JO0167* NAVD 88 ORTHO HEIGHT -  1615.840 (meters)     5301.30  (feet) ADJUSTED
 JO0167  ______________________________________________________________________
 JO0167  GEOID HEIGHT    -        -20.885 (meters)                     GEOID18
 JO0167  LAPLACE CORR    -          8.69  (seconds)                    DEFLEC18
 JO0167  DYNAMIC HEIGHT  -       1614.121 (meters)     5295.66  (feet) COMP
 JO0167  MODELED GRAVITY -    979,508.5   (mgal)                       NAVD 88
 JO0167
 JO0167  HORZ ORDER      -  THIRD
 JO0167  VERT ORDER      -  FIRST     CLASS II
 JO0167
 JO0167.The horizontal coordinates were established by classical geodetic methods
 JO0167.and adjusted by the National Geodetic Survey in November 1997.
 JO0167
 JO0167.The orthometric height was determined by differential leveling and
 JO0167.adjusted by the NATIONAL GEODETIC SURVEY
 JO0167.in June 1991.
 JO0167
 JO0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0167.GEOID18 height accuracy estimate available here.
 JO0167
 JO0167.Click photographs - Photos may exist for this station.
 JO0167
 JO0167.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0167
 JO0167.The dynamic height is computed by dividing the NAVD 88
 JO0167.geopotential number by the normal gravity value computed on the
 JO0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0167.degrees latitude (g = 980.6199 gals.).
 JO0167
 JO0167.The modeled gravity was interpolated from observed gravity values.
 JO0167
 JO0167. The following values were computed from the NAD 83(1994) position.
 JO0167
 JO0167;                    North         East     Units Scale Factor Converg.
 JO0167;SPC UT S     - 3,177,946.618   372,871.066   MT  0.99998588   -0 53 24.1
 JO0167;SPC UT S     -10,426,313.20  1,223,327.82   sFT  0.99998588   -0 53 24.1
 JO0167;UTM  12      - 4,236,587.335   329,164.656   MT  0.99995944   -1 12 34.1
 JO0167
 JO0167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0167!SPC UT S     -   0.99974980  x   0.99998588  =   0.99973568
 JO0167!UTM  12      -   0.99974980  x   0.99995944  =   0.99970925
 JO0167
 JO0167:                Primary Azimuth Mark                     Grid Az
 JO0167:SPC UT S     -  ADAMS                                    102 27 16.5
 JO0167:UTM  12      -  ADAMS                                    102 46 26.5
 JO0167
 JO0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH2916436587(NAD 83)
 JO0167
 JO0167|---------------------------------------------------------------------|
 JO0167| PID    Reference Object                     Distance      Geod. Az  |
 JO0167|                                                           dddmmss.s |
 JO0167| JO0516 ADAMS                               APPROX. 9.1 KM 1013352.4 |
 JO0167|---------------------------------------------------------------------|
 JO0167
 JO0167                          SUPERSEDED SURVEY CONTROL
 JO0167
 JO0167  NAD 83(1986)-  38 15 39.92483(N)    112 57 09.52482(W) AD(       ) 3
 JO0167  NAD 27      -  38 15 40.03600(N)    112 57 06.69672(W) AD(       ) 3
 JO0167  NGVD 29 (??/??/92) 1614.756  (m)         5297.75   (f) ADJ UNCH    1 2
 JO0167  NGVD 29            1614.76   (m)         5297.8    (f) LEVELING    3  
 JO0167
 JO0167.Superseded values are not recommended for survey control.
 JO0167
 JO0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0167.See file dsdata.pdf to determine how the superseded data were derived.
 JO0167
 JO0167_MARKER: DB = BENCH MARK DISK
 JO0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0167_STAMPING: V 32 1934
 JO0167_MARK LOGO: CGS
 JO0167_PROJECTION: FLUSH
 JO0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0167+STABILITY: SURFACE MOTION
 JO0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0167+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2012
 JO0167
 JO0167  HISTORY     - Date     Condition        Report By
 JO0167  HISTORY     - 1934     MONUMENTED       CGS
 JO0167  HISTORY     - 1951     GOOD             USGS
 JO0167  HISTORY     - 1984     GOOD             NGS
 JO0167  HISTORY     - 20120113 GOOD             GEOCAC
 JO0167
 JO0167                          STATION DESCRIPTION
 JO0167
 JO0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0167'9.7 MI SE FROM MILFORD.
 JO0167'9.7 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE UNION PACIFIC
 JO0167'RAILROAD STATION AT MILFORD, BEAVER COUNTY, 550 FEET SOUTH OF A LARGE
 JO0167'FARMHOUSE ON THE WEST SIDE OF THE HIGHWAY, 280 FEET SOUTH OF A
 JO0167'FARMYARD FENCE CORNER, AND 60 FEET WEST OF THE CENTERLINE OF THE
 JO0167'HIGHWAY.  A STANDARD DISK, STAMPED V 32 1934 AND SET IN THE TOP OF A
 JO0167'CONCRETE POST.
 JO0167
 JO0167                          STATION RECOVERY (1951)
 JO0167
 JO0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 JO0167'DESCRIBED AS FOLLOWS
 JO0167'
 JO0167'ABOUT 9.7 MI. SE. ALONG STATE HIGHWAY 21 FROM THE LOS ANGELES AND
 JO0167'SALT LAKE RAILROAD STATION AT MILFORD, BEAVER COUNTY, ABOUT 550 FT.
 JO0167'S. OF A LARGE FARMHOUSE W. OF THE HIGHWAY, ABOUT 280 FT. S. OF A
 JO0167'FARMYARD FENCE CORNER, AND ABOUT 60 FT. W. OF CENTER OF HIGHWAY.  A
 JO0167'STANDARD DISK, STAMPED ---V 32 1934---, AND SET IN TOP OF A CONCRETE
 JO0167'POST.
 JO0167'
 JO0167'LOCATED ABOUT 3.6 MI. NW. OF MINERSVILLE, 60 FT. W. OF STATE HIGHWAY
 JO0167'21, 500 FT. S. OF AN ABANDONED RANCH HOUSE.
 JO0167'
 JO0167'TO REACH FROM MINERSVILLE POST OFFICE, DRIVE E. FOR 0.55 MI. TO A
 JO0167'STREET INTERSECTION, THENCE LEFT (N.) TO JUNCTION WITH STATE HIGHWAY
 JO0167'21, TURN LEFT ON STATE HIGHWAY 21 FOR 3.25 MI. TO GRADED T-RD. W.
 JO0167'STATION IS 255 FT. S. OF T-RD. AND 62 FT. W. OF HIGHWAY.
 JO0167'
 JO0167'STATION MARK--STANDARD USC AND GS BENCH MARK DISK, STAMPED ---V 32
 JO0167'1934---, SET IN CONCRETE POST PROJECTING 0.2 FT. ABOVE GROUND.
 JO0167'
 JO0167'REFERENCE MARKS--NONE.
 JO0167
 JO0167                          STATION RECOVERY (1984)
 JO0167
 JO0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0167'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.  0.5 KM
 JO0167'(0.31 MI) NORTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 JO0167'AT MINERSVILLE, THENCE 5.21 KM (3.24 MI) NORTHWEST ALONG STATE HIGHWAY
 JO0167'21, 0.08 KM (0.05 MI) SOUTHEAST OF THE T JUNCTION OF A DIRT ROAD
 JO0167'LEADING WEST, 17.9 METERS (59 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE
 JO0167'AND 12.6 METERS (41 FT) SOUTH-SOUTHWEST OF MILEPOST 87.
 JO0167'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 JO0167'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 JO0167
 JO0167                          STATION RECOVERY (2012)
 JO0167
 JO0167'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 JO0167'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0337 ***********************************************************************
 JO0337  DESIGNATION -  V 33
 JO0337  PID         -  JO0337
 JO0337  STATE/COUNTY-  UT/BEAVER
 JO0337  COUNTRY     -  US
 JO0337  USGS QUAD   -  PINE VALLEY HARDPAN SOUTH (2017)
 JO0337
 JO0337                         *CURRENT SURVEY CONTROL
 JO0337  ______________________________________________________________________
 JO0337* NAD 83(1994) POSITION- 38 31 09.24249(N) 113 39 02.87380(W)   ADJUSTED
 JO0337* NAVD 88 ORTHO HEIGHT -  1595.742 (meters)     5235.36  (feet) ADJUSTED
 JO0337  ______________________________________________________________________
 JO0337  GEOID HEIGHT    -        -21.286 (meters)                     GEOID18
 JO0337  LAPLACE CORR    -          5.90  (seconds)                    DEFLEC18
 JO0337  DYNAMIC HEIGHT  -       1594.059 (meters)     5229.84  (feet) COMP
 JO0337  MODELED GRAVITY -    979,518.3   (mgal)                       NAVD 88
 JO0337
 JO0337  HORZ ORDER      -  THIRD
 JO0337  VERT ORDER      -  FIRST     CLASS II
 JO0337
 JO0337.The horizontal coordinates were established by classical geodetic methods
 JO0337.and adjusted by the National Geodetic Survey in November 1997.
 JO0337
 JO0337.The orthometric height was determined by differential leveling and
 JO0337.adjusted by the NATIONAL GEODETIC SURVEY
 JO0337.in June 1991.
 JO0337
 JO0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0337.GEOID18 height accuracy estimate available here.
 JO0337
 JO0337.Click photographs - Photos may exist for this station.
 JO0337
 JO0337.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0337
 JO0337.The dynamic height is computed by dividing the NAVD 88
 JO0337.geopotential number by the normal gravity value computed on the
 JO0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0337.degrees latitude (g = 980.6199 gals.).
 JO0337
 JO0337.The modeled gravity was interpolated from observed gravity values.
 JO0337
 JO0337. The following values were computed from the NAD 83(1994) position.
 JO0337
 JO0337;                    North         East     Units Scale Factor Converg.
 JO0337;SPC UT S     - 3,207,771.249   312,440.064   MT  1.00003355   -1 19 04.0
 JO0337;SPC UT S     -10,524,162.84  1,025,063.78   sFT  1.00003355   -1 19 04.0
 JO0337;UTM  12      - 4,266,758.346   268,898.830   MT  1.00025776   -1 39 05.7
 JO0337
 JO0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0337!SPC UT S     -   0.99975302  x   1.00003355  =   0.99978656
 JO0337!UTM  12      -   0.99975302  x   1.00025776  =   1.00001072
 JO0337
 JO0337:                Primary Azimuth Mark                     Grid Az
 JO0337:SPC UT S     -  WAH WAH                                  118 38 27.9
 JO0337:UTM  12      -  WAH WAH                                  118 58 29.6
 JO0337
 JO0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH6889866758(NAD 83)
 JO0337
 JO0337|---------------------------------------------------------------------|
 JO0337| PID    Reference Object                     Distance      Geod. Az  |
 JO0337|                                                           dddmmss.s |
 JO0337| JO0576 WAH WAH                             APPROX. 9.5 KM 1171923.9 |
 JO0337|---------------------------------------------------------------------|
 JO0337
 JO0337                          SUPERSEDED SURVEY CONTROL
 JO0337
 JO0337  NAD 83(1986)-  38 31 09.23789(N)    113 39 02.87189(W) AD(       ) 3
 JO0337  NAD 27      -  38 31 09.38869(N)    113 38 59.96421(W) AD(       ) 3
 JO0337  NGVD 29 (??/??/92) 1594.582  (m)         5231.56   (f) ADJ UNCH    1 2
 JO0337  NGVD 29            1594.58   (m)         5231.6    (f) LEVELING    3  
 JO0337
 JO0337.Superseded values are not recommended for survey control.
 JO0337
 JO0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0337.See file dsdata.pdf to determine how the superseded data were derived.
 JO0337
 JO0337_MARKER: DB = BENCH MARK DISK
 JO0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0337_STAMPING: V 33 1934
 JO0337_MARK LOGO: CGS
 JO0337_PROJECTION: PROJECTING 10 CENTIMETERS
 JO0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0337+STABILITY: SURFACE MOTION
 JO0337
 JO0337  HISTORY     - Date     Condition        Report By
 JO0337  HISTORY     - 1934     MONUMENTED       CGS
 JO0337  HISTORY     - 1958     GOOD             USGS
 JO0337  HISTORY     - 1958     GOOD             USGS
 JO0337  HISTORY     - 1984     GOOD             NGS
 JO0337
 JO0337                          STATION DESCRIPTION
 JO0337
 JO0337'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JO0337'V 33--IN BEAVER COUNTY, 39.3 MI. SE. ALONG STATE HIGHWAY 21 FROM THE
 JO0337'POST OFFICE AT GARRISON, MILLARD COUNTY, 8.1 MI. SE. OF BEAVER-MILLARD
 JO0337'COUNTY LINE, 0.4 MI. W. OF A HIGHWAY GRAVEL PIT, AT THE INTERSECTION
 JO0337'OF A N-S. RD., 60 FT. N. OF THE CENTERLINE OF THE HIGHWAY AND 30 FT.
 JO0337'E. OF THE CENTERLINE OF THE RD.
 JO0337'
 JO0337'LOCATED ABOUT 35.0 MI. W. OF MILFORD AND 8.0 MI.
 JO0337'ESE. OF THE USFS HEADQUARTERS OF THE DESERT EXPERIMENTAL FARM.
 JO0337'
 JO0337'TO REACH FROM MILFORD POST OFFICE, DRIVE N. AND W. ALONG STATE HIGHWAY
 JO0337'21 (6.0 MI. W. OF THE SUMMIT OF THE WAH WAH MOUNTAINS) FOR 38.0 MI. TO
 JO0337'FAINT CROSSROAD WITH NEW HIGHWAY.  STATION IS 530 FT. S. OF HIGHWAY,
 JO0337'55 FT. N. OF OLD HIGHWAY AND 32 FT. E. OF OLD TRACK.
 JO0337'
 JO0337'STATION MARK--STANDARD USC AND GS BENCH MARK DISK, STAMPED ---V 33
 JO0337'1934---, SET IN TOP OF CONCRETE POST PROJECTING 0.2 FT. ABOVE GROUND.
 JO0337'
 JO0337'REFERENCE MARKS--NONE.
 JO0337
 JO0337                          STATION RECOVERY (1958)
 JO0337
 JO0337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JO0337'39.3 MI SE FROM GARRISON.
 JO0337'TO REACH FROM THE POST OFFICE AT MILFORD DRIVE NORTH AND WEST ALONG
 JO0337'STATE HIGHWAY 21 FOR 38 MILES (6.0 MILES WEST OF THE SUMMIT OF THE WAH
 JO0337'WAH MOUNTAINS TO A FAINT CROSSROAD ON THE NEW HIGHWAY).  THE MARK IS
 JO0337'ON THE OLD HIGHWAY, 530 FEET SOUTH OF THE NEW HIGHWAY, 55 FEET NORTH
 JO0337'OF THE OLD HIGHWAY, AND 32 FEET EAST OF AN OLD TRACK ROAD.  A STANDARD
 JO0337'DISK, STAMPED V 33 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 JO0337'ALSO 8.1 MILES SOUTHEAST OF THE BEAVER-MILLARD COUNTY LINE.
 JO0337
 JO0337                          STATION RECOVERY (1984)
 JO0337
 JO0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0337'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  61.2 KM
 JO0337'(38.25 MI) WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 JO0337'STATE HIGHWAY 257 AT MILFORD, 2.25 KM (1.4 MI) SOUTHEAST OF THE T
 JO0337'JUNCTION OF A DIRT ROAD LEADING SOUTH TO LUND, 0.3 KM (0.2 MI)
 JO0337'NORTHWEST OF MILEPOST 39, 161.6 METERS (530 FT) SOUTHWEST OF THE
 JO0337'HIGHWAY CENTERLINE, 33.7 METERS (110.5 FT) WEST OF A NORTH-SOUTH
 JO0337'FENCE, 16.7 METERS (55 FT) NORTHEAST OF THE CENTER OF THE OLD HIGHWAY
 JO0337'BED AND 9.7 METERS (32 FT) EAST OF THE CENTER OF A TRACK ROAD.
 JO0337'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 JO0337'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0049 ***********************************************************************
 MS0049  DESIGNATION -  V 331
 MS0049  PID         -  MS0049
 MS0049  STATE/COUNTY-  UT/BOX ELDER
 MS0049  COUNTRY     -  US
 MS0049  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0049
 MS0049                         *CURRENT SURVEY CONTROL
 MS0049  ______________________________________________________________________
 MS0049* NAD 83(1986) POSITION- 41 31 46.7    (N) 112 01 47.2    (W)   HD_HELD2
 MS0049* NAVD 88 ORTHO HEIGHT -  1299.958 (meters)     4264.95  (feet) ADJUSTED
 MS0049  ______________________________________________________________________
 MS0049  GEOID HEIGHT    -        -16.032 (meters)                     GEOID18
 MS0049  DYNAMIC HEIGHT  -       1299.023 (meters)     4261.88  (feet) COMP
 MS0049  MODELED GRAVITY -    979,859.6   (mgal)                       NAVD 88
 MS0049
 MS0049  VERT ORDER      -  FIRST     CLASS II
 MS0049
 MS0049.The horizontal coordinates were established by autonomous hand held GPS
 MS0049.observations and have an estimated accuracy of +/- 10 meters.
 MS0049
 MS0049.The orthometric height was determined by differential leveling and
 MS0049.adjusted by the NATIONAL GEODETIC SURVEY
 MS0049.in June 1991.
 MS0049
 MS0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0049.GEOID18 height accuracy estimate available here.
 MS0049
 MS0049.Click photographs - Photos may exist for this station.
 MS0049
 MS0049.The dynamic height is computed by dividing the NAVD 88
 MS0049.geopotential number by the normal gravity value computed on the
 MS0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0049.degrees latitude (g = 980.6199 gals.).
 MS0049
 MS0049.The modeled gravity was interpolated from observed gravity values.
 MS0049
 MS0049;                    North         East    Units  Estimated Accuracy
 MS0049;SPC UT N     - 1,132,986.      455,787.      MT  (+/- 10 meters HH2 GPS)
 MS0049
 MS0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1409098066(NAD 83)
 MS0049
 MS0049                          SUPERSEDED SURVEY CONTROL
 MS0049
 MS0049  NGVD 29 (??/??/92) 1298.953  (m)         4261.65   (f) ADJ UNCH    1 2
 MS0049
 MS0049.Superseded values are not recommended for survey control.
 MS0049
 MS0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0049.See file dsdata.pdf to determine how the superseded data were derived.
 MS0049
 MS0049_MARKER: DB = BENCH MARK DISK
 MS0049_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MS0049_SP_SET: SIDEWALK
 MS0049_STAMPING: V 331 1937
 MS0049_MARK LOGO: CGS
 MS0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MS0049+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2006
 MS0049
 MS0049  HISTORY     - Date     Condition        Report By
 MS0049  HISTORY     - 1937     MONUMENTED       CGS
 MS0049  HISTORY     - 1953     GOOD             CGS
 MS0049  HISTORY     - 1984     GOOD             NGS
 MS0049  HISTORY     - 20060915 GOOD             INDIV
 MS0049  HISTORY     - 20061002 GOOD             INDIV
 MS0049
 MS0049                          STATION DESCRIPTION
 MS0049
 MS0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0049'1.3 MI N FROM BRIGHAM CITY.
 MS0049'1.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MS0049'BRIGHAM CITY, AT CONCRETE BRIDGE 22.46 OVER U. S. HIGHWAY 30S, IN THE
 MS0049'TOP OF THE NORTHWEST CORNER OF THE WEST SIDEWALK, 5.5 FEET WEST OF THE
 MS0049'WEST RAIL, 5.3 FEET SOUTH OF THE NORTH END OF THE WEST GUARDRAIL, AND
 MS0049'ABOUT 1/2 FOOT LOWER THAN THE TOP OF THE RAIL.
 MS0049
 MS0049                          STATION RECOVERY (1984)
 MS0049
 MS0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0049'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.22 KM
 MS0049'(2.0 MI) NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE IN
 MS0049'BRIGHAM CITY, IN THE TOP OF THE NORTH END OF THE WEST SIDEWALK
 MS0049'DIRECTLY OVER THE NORTH ABUTMENT FOR THE CONCRETE RAILROAD BRIDGE
 MS0049'OVERPASS, 1.8 METERS (5.5 FT) WEST OF THE WEST RAIL AND 1.5 METERS
 MS0049'(5 FT) SOUTH OF THE NORTH END OF A CONCRETE GUARDRAIL.
 MS0049'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 MS0049
 MS0049                          STATION RECOVERY (2006)
 MS0049
 MS0049'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RCW)
 MS0049'RECOVERED IN GOOD CONDITION.
 MS0049
 MS0049                          STATION RECOVERY (2006)
 MS0049
 MS0049'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RCW)
 MS0049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0631 ***********************************************************************
 LO0631  DESIGNATION -  V 332
 LO0631  PID         -  LO0631
 LO0631  STATE/COUNTY-  UT/SALT LAKE
 LO0631  COUNTRY     -  US
 LO0631  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0631
 LO0631                         *CURRENT SURVEY CONTROL
 LO0631  ______________________________________________________________________
 LO0631* NAD 83(1986) POSITION- 40 46 16.7    (N) 111 56 50.0    (W)   HD_HELD2
 LO0631* NAVD 88 ORTHO HEIGHT -  1289.514 (meters)     4230.68  (feet) ADJUSTED
 LO0631  ______________________________________________________________________
 LO0631  GEOID HEIGHT    -        -17.027 (meters)                     GEOID18
 LO0631  DYNAMIC HEIGHT  -       1288.496 (meters)     4227.34  (feet) COMP
 LO0631  MODELED GRAVITY -    979,791.0   (mgal)                       NAVD 88
 LO0631
 LO0631  VERT ORDER      -  FIRST     CLASS II
 LO0631
 LO0631.The horizontal coordinates were established by autonomous hand held GPS
 LO0631.observations and have an estimated accuracy of +/- 10 meters.
 LO0631
 LO0631.The orthometric height was determined by differential leveling and
 LO0631.adjusted by the NATIONAL GEODETIC SURVEY
 LO0631.in April 2001.
 LO0631
 LO0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0631.GEOID18 height accuracy estimate available here.
 LO0631
 LO0631.Click photographs - Photos may exist for this station.
 LO0631
 LO0631.The dynamic height is computed by dividing the NAVD 88
 LO0631.geopotential number by the normal gravity value computed on the
 LO0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0631.degrees latitude (g = 980.6199 gals.).
 LO0631
 LO0631.The modeled gravity was interpolated from observed gravity values.
 LO0631
 LO0631;                    North         East    Units  Estimated Accuracy
 LO0631;SPC UT C     - 2,270,769.      462,242.      MT  (+/- 10 meters HH2 GPS)
 LO0631
 LO0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2006113801(NAD 83)
 LO0631
 LO0631                          SUPERSEDED SURVEY CONTROL
 LO0631
 LO0631  NAVD 88 (06/15/91) 1289.556  (m)         4230.82   (f) SUPERSEDED  1 2
 LO0631  NGVD 29 (??/??/92) 1288.616  (m)         4227.73   (f) ADJ UNCH    1 2
 LO0631
 LO0631.Superseded values are not recommended for survey control.
 LO0631
 LO0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0631.See file dsdata.pdf to determine how the superseded data were derived.
 LO0631
 LO0631_MARKER: DB = BENCH MARK DISK
 LO0631_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0631_SP_SET: HEADWALL
 LO0631_STAMPING: V 332 1945
 LO0631_MARK LOGO: CGS
 LO0631_MAGNETIC: N = NO MAGNETIC MATERIAL
 LO0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0631+STABILITY: SURFACE MOTION
 LO0631
 LO0631  HISTORY     - Date     Condition        Report By
 LO0631  HISTORY     - 1945     MONUMENTED       CGS
 LO0631  HISTORY     - 19950729 GOOD             NGS
 LO0631  HISTORY     - 20100816 MARK NOT FOUND   GEOCAC
 LO0631
 LO0631                          STATION DESCRIPTION
 LO0631
 LO0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LO0631'0.6 MI E FROM SALT LAKE CITY.
 LO0631'0.6 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE SOUTHEAST CORNER OF SALT
 LO0631'LAKE CITY AIRPORT NO. 1, SALT LAKE COUNTY, AT A CULVERT FOR AN
 LO0631'IRRIGATION DITCH, IN THE TOP OF THE SOUTH HEADWALL, 1 FOOT EAST OF THE
 LO0631'WEST END, AND 42.4 FEET SOUTH OF THE SOUTH EDGE OF THE HIGHWAY. A
 LO0631'STANDARD DISK, STAMPED V 332 1945.
 LO0631
 LO0631                          STATION RECOVERY (1995)
 LO0631
 LO0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 LO0631'TO REACH THE STATION FROM THE INTERSECTION OF REDWOOD AND NORTH
 LO0631'TEMPLE, GO WEST ON NORTH TEMPLE FOR 0.43 KM (0.25 MI) AND STATION ON
 LO0631'THE LEFT.  THE STATION IS JUST EAST OF THE ENTRANCE TO THE PARKING LOT
 LO0631'OF THE AB DICK BUILDING, SET IN THE TOP OF A CULVERT FONDATION JUST
 LO0631'ABOVE THE LEVEL OF THE SIDEWALK PARALLELING NORTH TEMPLE.
 LO0631
 LO0631                          STATION RECOVERY (2010)
 LO0631
 LO0631'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 LO0631'REDWOOD STREET IS NOW APPARENTLY KNOWN AS 1700 WEST AKA UT STATE HWY
 LO0631'68.
 LO0631'MICROSOFT RESEARCH MAPS TOPO IMAGE FROM 19981008 INDICATES DESCRIBED
 LO0631'AB DICK BUILDING WAS DEMOLISHED AND AREA SUBSEQUENTLY RELANDSCAPED AND
 LO0631'IS NOW ENTRANCE AREA FOR DIAMOND AIRPORT PARKING LOT.
 LO0631'NEW ASPHALT WHERE DESCRIBED IRRIGATION DITCH PASSED UNDER ROAD
 LO0631'SUGGESTS BARRICADED AREA ON SOUTH SIDE OF ROAD WHERE SIGNIFICANT
 LO0631'CONSTRUCTION IS UNDERWAY, AT LOCATION OF DESCRIBED MARK.
 LO0631'I SEARCHED AS BEST I COULD FROM OUTSIDE CONSTRUCTION BARRICADES AND
 LO0631'SAW NO CULVERT HEADWALL OR MARK SUCH AS THOSE DESCRIBED IN 1945 AND
 LO0631'1995.  ANOTHER CHECK AFTER CONSTRUCTION IS COMPLETE WOULD BE
 LO0631'WARRANTED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0160 ***********************************************************************
 MS0160  DESIGNATION -  V 333
 MS0160  PID         -  MS0160
 MS0160  STATE/COUNTY-  UT/DAVIS
 MS0160  COUNTRY     -  US
 MS0160  USGS QUAD   -  CLEARFIELD (2017)
 MS0160
 MS0160                         *CURRENT SURVEY CONTROL
 MS0160  ______________________________________________________________________
 MS0160* NAD 83(1986) POSITION- 41 07 06.     (N) 112 00 58.     (W)   SCALED
 MS0160* NAVD 88 ORTHO HEIGHT -  1401.533 (meters)     4598.20  (feet) ADJUSTED
 MS0160  ______________________________________________________________________
 MS0160  GEOID HEIGHT    -        -16.940 (meters)                     GEOID18
 MS0160  DYNAMIC HEIGHT  -       1400.437 (meters)     4594.60  (feet) COMP
 MS0160  MODELED GRAVITY -    979,793.7   (mgal)                       NAVD 88
 MS0160
 MS0160  VERT ORDER      -  FIRST     CLASS II
 MS0160
 MS0160.The horizontal coordinates were scaled from a map and have
 MS0160.an estimated accuracy of +/- 6 seconds.
 MS0160
 MS0160.The orthometric height was determined by differential leveling and
 MS0160.adjusted by the NATIONAL GEODETIC SURVEY
 MS0160.in June 1991.
 MS0160
 MS0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0160.GEOID18 height accuracy estimate available here.
 MS0160
 MS0160.Click photographs - Photos may exist for this station.
 MS0160
 MS0160.The dynamic height is computed by dividing the NAVD 88
 MS0160.geopotential number by the normal gravity value computed on the
 MS0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0160.degrees latitude (g = 980.6199 gals.).
 MS0160
 MS0160.The modeled gravity was interpolated from observed gravity values.
 MS0160
 MS0160;                    North         East    Units  Estimated Accuracy
 MS0160;SPC UT N     - 1,087,300.      456,660.      MT  (+/- 180 meters Scaled)
 MS0160
 MS0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL146523(NAD 83)
 MS0160
 MS0160                          SUPERSEDED SURVEY CONTROL
 MS0160
 MS0160  NGVD 29 (??/??/92) 1400.587  (m)         4595.09   (f) ADJ UNCH    1 2
 MS0160
 MS0160.Superseded values are not recommended for survey control.
 MS0160
 MS0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0160.See file dsdata.pdf to determine how the superseded data were derived.
 MS0160
 MS0160_MARKER: DB = BENCH MARK DISK
 MS0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0160_STAMPING: V 333 1945
 MS0160_MARK LOGO: CGS
 MS0160_PROJECTION: FLUSH
 MS0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0160+STABILITY: SURFACE MOTION
 MS0160
 MS0160  HISTORY     - Date     Condition        Report By
 MS0160  HISTORY     - 1945     MONUMENTED       CGS
 MS0160  HISTORY     - 1953     GOOD             CGS
 MS0160  HISTORY     - 1968     MARK NOT FOUND   USGS
 MS0160
 MS0160                          STATION DESCRIPTION
 MS0160
 MS0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0160'0.9 MI NE FROM CLEARFIELD.
 MS0160'0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE AT
 MS0160'CLEARFIELD, THENCE 0.5 MILE EAST ALONG WEST POINT ROAD, ALONG THE
 MS0160'SOUTHWEST FENCE OF HILL AIR FORCE BASE, 0.25 MILE NORTHWEST OF THE
 MS0160'PROPERTY DISPOSAL OFFICE BUILDING, 109.2 FEET NORTHEAST OF THE
 MS0160'NORTHEAST RAIL OF THE BAMBERGER RAILROAD, 37 1/2 FEET SOUTHWEST OF THE
 MS0160'CENTER LINE OF AN ASPHALT ROAD, 20 FEET NORTHWEST OF THE PROLONGATION
 MS0160'OF THE CENTER LINE OF WEST POINT ROAD, 1.2 FEET NORTHEAST OF THE
 MS0160'FENCE, 1.5 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 MS0160'ASPHALT ROAD, FLUSH WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE
 MS0160'POST.
 MS0160
 MS0160                          STATION RECOVERY (1968)
 MS0160
 MS0160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (GH)
 MS0160'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0592 ***********************************************************************
 LP0592  DESIGNATION -  V 334
 LP0592  PID         -  LP0592
 LP0592  STATE/COUNTY-  UT/TOOELE
 LP0592  COUNTRY     -  US
 LP0592  USGS QUAD   -  SIMPSON SPRINGS (2017)
 LP0592
 LP0592                         *CURRENT SURVEY CONTROL
 LP0592  ______________________________________________________________________
 LP0592* NAD 83(1986) POSITION- 40 07 18.     (N) 112 49 41.     (W)   SCALED
 LP0592* NAVD 88 ORTHO HEIGHT -  1358.623 (meters)     4457.42  (feet) ADJUSTED
 LP0592  ______________________________________________________________________
 LP0592  GEOID HEIGHT    -        -18.426 (meters)                     GEOID18
 LP0592  DYNAMIC HEIGHT  -       1357.485 (meters)     4453.68  (feet) COMP
 LP0592  MODELED GRAVITY -    979,740.5   (mgal)                       NAVD 88
 LP0592
 LP0592  VERT ORDER      -  SECOND    CLASS I
 LP0592
 LP0592.The horizontal coordinates were scaled from a map and have
 LP0592.an estimated accuracy of +/- 6 seconds.
 LP0592
 LP0592.The orthometric height was determined by differential leveling and
 LP0592.adjusted by the NATIONAL GEODETIC SURVEY
 LP0592.in June 1991.
 LP0592
 LP0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0592.GEOID18 height accuracy estimate available here.
 LP0592
 LP0592.Click photographs - Photos may exist for this station.
 LP0592
 LP0592.The dynamic height is computed by dividing the NAVD 88
 LP0592.geopotential number by the normal gravity value computed on the
 LP0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0592.degrees latitude (g = 980.6199 gals.).
 LP0592
 LP0592.The modeled gravity was interpolated from observed gravity values.
 LP0592
 LP0592;                    North         East    Units  Estimated Accuracy
 LP0592;SPC UT C     - 2,199,380.      386,810.      MT  (+/- 180 meters Scaled)
 LP0592
 LP0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK442428(NAD 83)
 LP0592
 LP0592                          SUPERSEDED SURVEY CONTROL
 LP0592
 LP0592  NGVD 29 (??/??/92) 1357.563  (m)         4453.94   (f) ADJ UNCH    2 1
 LP0592
 LP0592.Superseded values are not recommended for survey control.
 LP0592
 LP0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0592.See file dsdata.pdf to determine how the superseded data were derived.
 LP0592
 LP0592_MARKER: DB = BENCH MARK DISK
 LP0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0592_STAMPING: V 334 1951
 LP0592_MARK LOGO: CGS
 LP0592_PROJECTION: PROJECTING 20 CENTIMETERS
 LP0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0592+STABILITY: SURFACE MOTION
 LP0592
 LP0592  HISTORY     - Date     Condition        Report By
 LP0592  HISTORY     - 1951     MONUMENTED       CGS
 LP0592  HISTORY     - 19890620 MARK NOT FOUND   USGS
 LP0592
 LP0592                          STATION DESCRIPTION
 LP0592
 LP0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LP0592'16.1 KM (10.00 MI) SW FROM DUGWAY.
 LP0592'10.0 MILES SOUTHWEST OF DUGWAY, ALONG THE DUGWAY-EUREKA HIGHWAY, 6.5
 LP0592'MILES SOUTHEAST OF ROAD INTERSECTION AT EAST GATE TO DUGWAY PROVING
 LP0592'GROUNDS, 46 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 3
 LP0592'FEET NORTHEAST OF A 4X4 WITNESS POST PAINTED WHITE.
 LP0592
 LP0592                          STATION RECOVERY (1989)
 LP0592
 LP0592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (JLD)
 LP0592'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0454 ***********************************************************************
 MS0454  DESIGNATION -  V 337
 MS0454  PID         -  MS0454
 MS0454  STATE/COUNTY-  UT/BOX ELDER
 MS0454  COUNTRY     -  US
 MS0454  USGS QUAD   -  KIMBELL CREEK (2017)
 MS0454
 MS0454                         *CURRENT SURVEY CONTROL
 MS0454  ______________________________________________________________________
 MS0454* NAD 83(1986) POSITION- 41 47 13.     (N) 113 52 04.     (W)   SCALED
 MS0454* NAVD 88 ORTHO HEIGHT -  1709.940 (meters)     5610.03  (feet) ADJUSTED
 MS0454  ______________________________________________________________________
 MS0454  GEOID HEIGHT    -        -15.287 (meters)                     GEOID18
 MS0454  DYNAMIC HEIGHT  -       1708.653 (meters)     5605.81  (feet) COMP
 MS0454  MODELED GRAVITY -    979,808.9   (mgal)                       NAVD 88
 MS0454
 MS0454  VERT ORDER      -  SECOND    CLASS 0
 MS0454
 MS0454.The horizontal coordinates were scaled from a map and have
 MS0454.an estimated accuracy of +/- 6 seconds.
 MS0454
 MS0454.The orthometric height was determined by differential leveling and
 MS0454.adjusted by the NATIONAL GEODETIC SURVEY
 MS0454.in June 1991.
 MS0454
 MS0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0454.GEOID18 height accuracy estimate available here.
 MS0454
 MS0454.Click photographs - Photos may exist for this station.
 MS0454
 MS0454.The dynamic height is computed by dividing the NAVD 88
 MS0454.geopotential number by the normal gravity value computed on the
 MS0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0454.degrees latitude (g = 980.6199 gals.).
 MS0454
 MS0454.The modeled gravity was interpolated from observed gravity values.
 MS0454
 MS0454;                    North         East    Units  Estimated Accuracy
 MS0454;SPC UT N     - 1,164,110.      303,200.      MT  (+/- 180 meters Scaled)
 MS0454
 MS0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM616300(NAD 83)
 MS0454
 MS0454                          SUPERSEDED SURVEY CONTROL
 MS0454
 MS0454  NGVD 29 (??/??/92) 1708.788  (m)         5606.25   (f) ADJ UNCH    2 0
 MS0454
 MS0454.Superseded values are not recommended for survey control.
 MS0454
 MS0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0454.See file dsdata.pdf to determine how the superseded data were derived.
 MS0454
 MS0454_MARKER: DB = BENCH MARK DISK
 MS0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0454_STAMPING: V 337 1951
 MS0454_MARK LOGO: CGS
 MS0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0454+STABILITY: SURFACE MOTION
 MS0454
 MS0454  HISTORY     - Date     Condition        Report By
 MS0454  HISTORY     - 1951     MONUMENTED       CGS
 MS0454
 MS0454                          STATION DESCRIPTION
 MS0454
 MS0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MS0454'6.3 MI N FROM GROUSE CREEK.
 MS0454'3.4 MILES NORTH, 2.9 MILES NORTHWEST, AT A NORTHWEST EDGE OF A SMALL
 MS0454'CLEARING, AT A FENCE CORNER, 28 1/2 FEET NORTHEAST OF THE CENTER LINE
 MS0454'OF A ROAD, 6.4 FEET SOUTHWEST OF A FENCE CORNER POST, 1.9 FEET SOUTH
 MS0454'OF A WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN
 MS0454'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0237 ***********************************************************************
 KO0237  DESIGNATION -  V 35
 KO0237  PID         -  KO0237
 KO0237  STATE/COUNTY-  UT/MILLARD
 KO0237  COUNTRY     -  US
 KO0237  USGS QUAD   -  CRAFTS LAKE (2017)
 KO0237
 KO0237                         *CURRENT SURVEY CONTROL
 KO0237  ______________________________________________________________________
 KO0237* NAD 83(1986) POSITION- 39 18 59.     (N) 112 50 13.     (W)   SCALED
 KO0237* NAVD 88 ORTHO HEIGHT -  1389.340 (meters)     4558.19  (feet) ADJUSTED
 KO0237  ______________________________________________________________________
 KO0237  GEOID HEIGHT    -        -19.851 (meters)                     GEOID18
 KO0237  DYNAMIC HEIGHT  -       1388.066 (meters)     4554.01  (feet) COMP
 KO0237  MODELED GRAVITY -    979,661.9   (mgal)                       NAVD 88
 KO0237
 KO0237  VERT ORDER      -  SECOND    CLASS 0
 KO0237
 KO0237.The horizontal coordinates were scaled from a map and have
 KO0237.an estimated accuracy of +/- 6 seconds.
 KO0237
 KO0237.The orthometric height was determined by differential leveling and
 KO0237.adjusted by the NATIONAL GEODETIC SURVEY
 KO0237.in June 1991.
 KO0237
 KO0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0237.GEOID18 height accuracy estimate available here.
 KO0237
 KO0237.Click photographs - Photos may exist for this station.
 KO0237
 KO0237.The dynamic height is computed by dividing the NAVD 88
 KO0237.geopotential number by the normal gravity value computed on the
 KO0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0237.degrees latitude (g = 980.6199 gals.).
 KO0237
 KO0237.The modeled gravity was interpolated from observed gravity values.
 KO0237
 KO0237;                    North         East    Units  Estimated Accuracy
 KO0237;SPC UT C     - 2,110,000.      384,710.      MT  (+/- 180 meters Scaled)
 KO0237
 KO0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ416534(NAD 83)
 KO0237
 KO0237                          SUPERSEDED SURVEY CONTROL
 KO0237
 KO0237  NGVD 29 (??/??/92) 1388.271  (m)         4554.69   (f) ADJ UNCH    2 0
 KO0237
 KO0237.Superseded values are not recommended for survey control.
 KO0237
 KO0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0237.See file dsdata.pdf to determine how the superseded data were derived.
 KO0237
 KO0237_MARKER: DB = BENCH MARK DISK
 KO0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0237_STAMPING: V 35 1934
 KO0237_MARK LOGO: CGS
 KO0237_PROJECTION: PROJECTING 20 CENTIMETERS
 KO0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0237+STABILITY: SURFACE MOTION
 KO0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0237+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2021
 KO0237
 KO0237  HISTORY     - Date     Condition        Report By
 KO0237  HISTORY     - 1934     MONUMENTED       CGS
 KO0237  HISTORY     - 20210623 GOOD             NGSTM
 KO0237
 KO0237                          STATION DESCRIPTION
 KO0237
 KO0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0237'7.9 MI W FROM HINCKLEY.
 KO0237'7.9 MILES WEST ALONG U.S. HIGHWAY 6 FROM HINCKLEY, MILLARD COUNTY, 132
 KO0237'FEET NORTHWEST OF THE NORTH END OF A GALVANIZED-IRON PIPE CULVERT, 46
 KO0237'FEET EAST OF THE FOOT OF A SMALL ROUND HILL, AND 63 FEET NORTH OF THE
 KO0237'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED V 35 1934 AND SET
 KO0237'IN THE TOP OF A CONCRETE POST.
 KO0237
 KO0237                          STATION RECOVERY (2021)
 KO0237
 KO0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2021 (DW)
 KO0237'ROAD IS OLD US 6 AND 50 (PRE 1960S, GRAVEL).  WITNESS POST IS DAMAGED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0197 ***********************************************************************
 JN0197  DESIGNATION -  V 36
 JN0197  PID         -  JN0197
 JN0197  STATE/COUNTY-  UT/WAYNE
 JN0197  COUNTRY     -  US
 JN0197  USGS QUAD   -  LYMAN (2017)
 JN0197
 JN0197                         *CURRENT SURVEY CONTROL
 JN0197  ______________________________________________________________________
 JN0197* NAD 83(1986) POSITION- 38 28 44.     (N) 111 33 14.     (W)   SCALED
 JN0197* NAVD 88 ORTHO HEIGHT -  2387.542 (meters)     7833.13  (feet) ADJUSTED
 JN0197  ______________________________________________________________________
 JN0197  GEOID HEIGHT    -        -17.559 (meters)                     GEOID18
 JN0197  DYNAMIC HEIGHT  -       2384.686 (meters)     7823.76  (feet) COMP
 JN0197  MODELED GRAVITY -    979,346.0   (mgal)                       NAVD 88
 JN0197
 JN0197  VERT ORDER      -  SECOND    CLASS 0
 JN0197
 JN0197.The horizontal coordinates were scaled from a map and have
 JN0197.an estimated accuracy of +/- 6 seconds.
 JN0197
 JN0197.The orthometric height was determined by differential leveling and
 JN0197.adjusted by the NATIONAL GEODETIC SURVEY
 JN0197.in June 1991.
 JN0197
 JN0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0197.GEOID18 height accuracy estimate available here.
 JN0197
 JN0197.Click photographs - Photos may exist for this station.
 JN0197
 JN0197.The dynamic height is computed by dividing the NAVD 88
 JN0197.geopotential number by the normal gravity value computed on the
 JN0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0197.degrees latitude (g = 980.6199 gals.).
 JN0197
 JN0197.The modeled gravity was interpolated from observed gravity values.
 JN0197
 JN0197;                    North         East    Units  Estimated Accuracy
 JN0197;SPC UT S     - 3,201,140.      495,300.      MT  (+/- 180 meters Scaled)
 JN0197
 JN0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH516590(NAD 83)
 JN0197
 JN0197                          SUPERSEDED SURVEY CONTROL
 JN0197
 JN0197  NGVD 29 (??/??/92) 2386.168  (m)         7828.62   (f) ADJ UNCH    2 0
 JN0197
 JN0197.Superseded values are not recommended for survey control.
 JN0197
 JN0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0197.See file dsdata.pdf to determine how the superseded data were derived.
 JN0197
 JN0197_MARKER: DB = BENCH MARK DISK
 JN0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0197_STAMPING: V 36 1934
 JN0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0197+STABILITY: SURFACE MOTION
 JN0197
 JN0197  HISTORY     - Date     Condition        Report By
 JN0197  HISTORY     - 1934     MONUMENTED       CGS
 JN0197  HISTORY     - 1979     MARK NOT FOUND   USGS
 JN0197
 JN0197                          STATION DESCRIPTION
 JN0197
 JN0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0197'9.4 MI N FROM LOA.
 JN0197'9.4 MILES NORTH ALONG STATE HIGHWAY 72 FROM THE LOA MERCANTILE CO. AT
 JN0197'LOA, WAYNE COUNTY, AT THE CENTER OF A U-CURVE, AT THE FOOT OF A LARGE
 JN0197'ROCKY HILL, 27 FEET EAST OF A WAGON ROAD LEADING SOUTH, AND ABOUT 40
 JN0197'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 JN0197'STAMPED V 36 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JN0197
 JN0197                          STATION RECOVERY (1979)
 JN0197
 JN0197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JN0197'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0354 ***********************************************************************
 HO0354  DESIGNATION -  V 364
 HO0354  PID         -  HO0354
 HO0354  STATE/COUNTY-  UT/WASHINGTON
 HO0354  COUNTRY     -  US
 HO0354  USGS QUAD   -  WASHINGTON (2017)
 HO0354
 HO0354                         *CURRENT SURVEY CONTROL
 HO0354  ______________________________________________________________________
 HO0354* NAD 83(1986) POSITION- 37 07 42.     (N) 113 31 31.     (W)   SCALED
 HO0354* NAVD 88 ORTHO HEIGHT -   864.616 (meters)     2836.66  (feet) ADJUSTED
 HO0354  ______________________________________________________________________
 HO0354  GEOID HEIGHT    -        -24.393 (meters)                     GEOID18
 HO0354  DYNAMIC HEIGHT  -        863.739 (meters)     2833.78  (feet) COMP
 HO0354  MODELED GRAVITY -    979,589.0   (mgal)                       NAVD 88
 HO0354  OBS GRAVITY     -    979,590.1   (mgal)                       GRAV_OBS
 HO0354
 HO0354  VERT ORDER      -  FIRST     CLASS II
 HO0354
 HO0354.The horizontal coordinates were scaled from a map and have
 HO0354.an estimated accuracy of +/- 6 seconds.
 HO0354
 HO0354.The orthometric height was determined by differential leveling and
 HO0354.adjusted by the NATIONAL GEODETIC SURVEY
 HO0354.in June 1991.
 HO0354
 HO0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0354.GEOID18 height accuracy estimate available here.
 HO0354
 HO0354.Click photographs - Photos may exist for this station.
 HO0354
 HO0354.The dynamic height is computed by dividing the NAVD 88
 HO0354.geopotential number by the normal gravity value computed on the
 HO0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0354.degrees latitude (g = 980.6199 gals.).
 HO0354
 HO0354.The modeled gravity was interpolated from observed gravity values.
 HO0354
 HO0354.The observed gravity was obtained from relative gravimeter ties
 HO0354.to the IGSN71 gravity network.
 HO0354
 HO0354;                    North         East    Units  Estimated Accuracy
 HO0354;SPC UT S     - 3,053,190.      320,040.      MT  (+/- 180 meters Scaled)
 HO0354
 HO0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG756120(NAD 83)
 HO0354
 HO0354                          SUPERSEDED SURVEY CONTROL
 HO0354
 HO0354.No superseded survey control is available for this station.
 HO0354
 HO0354_MARKER: DB = BENCH MARK DISK
 HO0354_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HO0354_SP_SET: BRIDGE PIER
 HO0354_STAMPING: V 364 1982
 HO0354_MARK LOGO: NGS
 HO0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0354
 HO0354  HISTORY     - Date     Condition        Report By
 HO0354  HISTORY     - 1982     MONUMENTED       NGS
 HO0354
 HO0354                          STATION DESCRIPTION
 HO0354
 HO0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0354'1.0 KM (0.6 MI) WEST FROM WASHINGTON.
 HO0354'0.8 KM (0.5 MI) SOUTHWEST ALONG OLD US HIGHWAY 91 FROM THE OLD BRIDGE
 HO0354'OVER FACTORY CREEK IN WASHINGTON, THENCE 0.25 KM (0.15 MI) NORTHWEST
 HO0354'ALONG A PAVED ROAD WHICH PASSES UNDER INTERSTATE 15, VERTICALLY IN THE
 HO0354'SOUTHEAST FACE OF THE SOUTHEAST ONE OF THREE SOUTHWEST PIERS FOR THE
 HO0354'SOUTH BOUND INTERSTATE 15 OVERPASS BRIDGE, 0.1 KM (0.05 MI) SOUTHEAST
 HO0354'OF THE JUNCTION OF MIDDLETON DRIVE, 7.1 METERS (23.5 FT) SOUTHWEST OF
 HO0354'THE ROAD CENTER, 1.25 METERS (4.2 FT) ABOVE THE GROUND.
 HO0354'THE MARK IS 1.2 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0378 ***********************************************************************
 HO0378  DESIGNATION -  V 365
 HO0378  PID         -  HO0378
 HO0378  STATE/COUNTY-  UT/WASHINGTON
 HO0378  COUNTRY     -  US
 HO0378  USGS QUAD   -  JARVIS PEAK (2017)
 HO0378
 HO0378                         *CURRENT SURVEY CONTROL
 HO0378  ______________________________________________________________________
 HO0378* NAD 83(1986) POSITION- 37 05 06.81   (N) 113 51 21.21   (W)   HD_HELD1
 HO0378* NAVD 88 ORTHO HEIGHT -  1296.805 (meters)     4254.60  (feet) ADJUSTED
 HO0378  ______________________________________________________________________
 HO0378  GEOID HEIGHT    -        -24.684 (meters)                     GEOID18
 HO0378  DYNAMIC HEIGHT  -       1295.417 (meters)     4250.05  (feet) COMP
 HO0378  MODELED GRAVITY -    979,515.7   (mgal)                       NAVD 88
 HO0378  OBS GRAVITY     -    979,516.6   (mgal)                       GRAV_OBS
 HO0378
 HO0378  VERT ORDER      -  FIRST     CLASS II
 HO0378
 HO0378.The horizontal coordinates were determined by differentially corrected
 HO0378.hand held GPS observations or other comparable positioning techniques
 HO0378.and have an estimated accuracy of +/- 3 meters.
 HO0378
 HO0378.The orthometric height was determined by differential leveling and
 HO0378.adjusted by the NATIONAL GEODETIC SURVEY
 HO0378.in June 1991.
 HO0378
 HO0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0378.GEOID18 height accuracy estimate available here.
 HO0378
 HO0378.Click photographs - Photos may exist for this station.
 HO0378
 HO0378.The dynamic height is computed by dividing the NAVD 88
 HO0378.geopotential number by the normal gravity value computed on the
 HO0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0378.degrees latitude (g = 980.6199 gals.).
 HO0378
 HO0378.The modeled gravity was interpolated from observed gravity values.
 HO0378
 HO0378.The observed gravity was obtained from relative gravimeter ties
 HO0378.to the IGSN71 gravity network.
 HO0378
 HO0378;                    North         East    Units  Estimated Accuracy
 HO0378;SPC UT S     - 3,049,091.7     290,549.3     MT  (+/- 3 meters HH1 GPS) 
 HO0378
 HO0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG4614808143(NAD 83)
 HO0378
 HO0378                          SUPERSEDED SURVEY CONTROL
 HO0378
 HO0378.No superseded survey control is available for this station.
 HO0378
 HO0378_MARKER: DV = VERTICAL CONTROL DISK
 HO0378_SETTING: 66 = SET IN ROCK OUTCROP
 HO0378_STAMPING: V 365 1982
 HO0378_MARK LOGO: NGS
 HO0378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0378+STABILITY: POSITION/ELEVATION WELL
 HO0378
 HO0378  HISTORY     - Date     Condition        Report By
 HO0378  HISTORY     - 1982     MONUMENTED       NGS
 HO0378  HISTORY     - 20120112 GOOD             GEOCAC
 HO0378
 HO0378                          STATION DESCRIPTION
 HO0378
 HO0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0378'27.4 KM (17.1 MI) WEST FROM SANTA CLARA.
 HO0378'27.45 KM (17.15 MI) WEST ALONG OLD US HIGHWAY 91 FROM THE CHURCH OF
 HO0378'LATTER DAY SAINTS IN SANTA CLARA, IN THE TOP CENTER OF A 1 BY 1 FOOT
 HO0378'FLAT TOP SHELF 3 FEET ABOVE THE BASE OF A SHORT LOW GRANITE BEDROCK
 HO0378'CUT, 3.85 KM (2.4 MI) NORTH OF THE SOUTH END OF CASTLE CLIFF, 3.25 KM
 HO0378'(2.05 MI) SOUTHWEST OF UTAH HILL SUMMIT, 5.2 METERS (17 FT) NORTHWEST
 HO0378'OF THE HIGHWAY CENTERLINE, 40.2 METERS (132 FT) NORTHEAST OF THE
 HO0378'NORTHWEST END OF AN 18 INCH CORRUGATED METAL PIPE CULVERT, 33.4 METERS
 HO0378'(109.5 FT) SOUTHWEST OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL
 HO0378'FOR A 2 BY 4 FOOT BOX CULVERT, 14.0 METERS (46 FT) SOUTHWEST OF THE
 HO0378'NORTHEAST END OF THE ROCK CUT.
 HO0378'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 HO0378'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
 HO0378
 HO0378                          STATION RECOVERY (2012)
 HO0378
 HO0378'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 HO0378'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0417 ***********************************************************************
 HO0417  DESIGNATION -  V 366
 HO0417  PID         -  HO0417
 HO0417  STATE/COUNTY-  UT/WASHINGTON
 HO0417  COUNTRY     -  US
 HO0417  USGS QUAD   -  SPRINGDALE EAST (2017)
 HO0417
 HO0417                         *CURRENT SURVEY CONTROL
 HO0417  ______________________________________________________________________
 HO0417* NAD 83(1986) POSITION- 37 12 57.     (N) 112 58 10.     (W)   SCALED
 HO0417* NAVD 88 ORTHO HEIGHT -  1269.100 (meters)     4163.71  (feet) ADJUSTED
 HO0417  ______________________________________________________________________
 HO0417  GEOID HEIGHT    -        -22.379 (meters)                     GEOID18
 HO0417  DYNAMIC HEIGHT  -       1267.698 (meters)     4159.11  (feet) COMP
 HO0417  MODELED GRAVITY -    979,482.4   (mgal)                       NAVD 88
 HO0417
 HO0417  VERT ORDER      -  FIRST     CLASS II
 HO0417
 HO0417.The horizontal coordinates were scaled from a map and have
 HO0417.an estimated accuracy of +/- 6 seconds.
 HO0417
 HO0417.The orthometric height was determined by differential leveling and
 HO0417.adjusted by the NATIONAL GEODETIC SURVEY
 HO0417.in June 1991.
 HO0417
 HO0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0417.GEOID18 height accuracy estimate available here.
 HO0417
 HO0417.Click photographs - Photos may exist for this station.
 HO0417
 HO0417.The dynamic height is computed by dividing the NAVD 88
 HO0417.geopotential number by the normal gravity value computed on the
 HO0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0417.degrees latitude (g = 980.6199 gals.).
 HO0417
 HO0417.The modeled gravity was interpolated from observed gravity values.
 HO0417
 HO0417;                    North         East    Units  Estimated Accuracy
 HO0417;SPC UT S     - 3,061,970.      369,580.      MT  (+/- 180 meters Scaled)
 HO0417
 HO0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG252206(NAD 83)
 HO0417
 HO0417                          SUPERSEDED SURVEY CONTROL
 HO0417
 HO0417.No superseded survey control is available for this station.
 HO0417
 HO0417_MARKER: DV = VERTICAL CONTROL DISK
 HO0417_SETTING: 80 = SET IN A BOULDER
 HO0417_STAMPING: V 366 1982
 HO0417_MARK LOGO: NGS
 HO0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0417+STABILITY: SURFACE MOTION
 HO0417
 HO0417  HISTORY     - Date     Condition        Report By
 HO0417  HISTORY     - 1982     MONUMENTED       NGS
 HO0417
 HO0417                          STATION DESCRIPTION
 HO0417
 HO0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0417'6.7 KM (4.2 MI) EAST FROM SPRINGDALE.
 HO0417'6.7 KM (4.2 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF LATTER
 HO0417'DAY SAINTS IN SPRINGDALE, SET VERTICALLY, 1.2 METERS (4 FT) EAST OF
 HO0417'THE WEST EDGE OF A 6- BY 7-FOOT RED SANDSTONE BOULDER AT THE WEST END
 HO0417'OF A SANDSTONE OUTCROP HIGHWAY CUT, 0.33 KM (0.2 MI) WEST OF THE SOUTH
 HO0417'END OF THE SANDSTONE ARCH BRIDGE, 12.2 METERS (40 FT) SOUTH OF THE
 HO0417'HIGHWAY CENTERLINE, 16.1 METERS (53 FT) SOUTH ACROSS THE HIGHWAY FROM
 HO0417'THE WEST END OF A SHORT SANDSTONE GUARDRAIL, 0.9 METER (3 FT) ABOVE
 HO0417'THE GROUND.
 HO0417'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0441 ***********************************************************************
 HO0441  DESIGNATION -  V 367
 HO0441  PID         -  HO0441
 HO0441  STATE/COUNTY-  UT/KANE
 HO0441  COUNTRY     -  US
 HO0441  USGS QUAD   -  MOUNT CARMEL (2017)
 HO0441
 HO0441                         *CURRENT SURVEY CONTROL
 HO0441  ______________________________________________________________________
 HO0441* NAD 83(1986) POSITION- 37 11 10.20   (N) 112 39 02.94   (W)   HD_HELD1
 HO0441* NAVD 88 ORTHO HEIGHT -  1823.274 (meters)     5981.86  (feet) ADJUSTED
 HO0441  ______________________________________________________________________
 HO0441  GEOID HEIGHT    -        -21.837 (meters)                     GEOID18
 HO0441  DYNAMIC HEIGHT  -       1821.128 (meters)     5974.82  (feet) COMP
 HO0441  MODELED GRAVITY -    979,388.1   (mgal)                       NAVD 88
 HO0441
 HO0441  VERT ORDER      -  FIRST     CLASS II
 HO0441
 HO0441.The horizontal coordinates were determined by differentially corrected
 HO0441.hand held GPS observations or other comparable positioning techniques
 HO0441.and have an estimated accuracy of +/- 3 meters.
 HO0441
 HO0441.The orthometric height was determined by differential leveling and
 HO0441.adjusted by the NATIONAL GEODETIC SURVEY
 HO0441.in June 1991.
 HO0441
 HO0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0441.GEOID18 height accuracy estimate available here.
 HO0441
 HO0441.Click photographs - Photos may exist for this station.
 HO0441
 HO0441.The dynamic height is computed by dividing the NAVD 88
 HO0441.geopotential number by the normal gravity value computed on the
 HO0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0441.degrees latitude (g = 980.6199 gals.).
 HO0441
 HO0441.The modeled gravity was interpolated from observed gravity values.
 HO0441
 HO0441;                    North         East    Units  Estimated Accuracy
 HO0441;SPC UT S     - 3,058,284.7     397,816.2     MT  (+/- 3 meters HH1 GPS) 
 HO0441
 HO0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG5347016800(NAD 83)
 HO0441
 HO0441                          SUPERSEDED SURVEY CONTROL
 HO0441
 HO0441.No superseded survey control is available for this station.
 HO0441
 HO0441_MARKER: DV = VERTICAL CONTROL DISK
 HO0441_SETTING: 66 = SET IN ROCK OUTCROP
 HO0441_STAMPING: V 367 1983
 HO0441_MARK LOGO: NGS
 HO0441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0441+STABILITY: POSITION/ELEVATION WELL
 HO0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0441+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2012
 HO0441
 HO0441  HISTORY     - Date     Condition        Report By
 HO0441  HISTORY     - 1983     MONUMENTED       NGS
 HO0441  HISTORY     - 20120611 GOOD             GEOCAC
 HO0441
 HO0441                          STATION DESCRIPTION
 HO0441
 HO0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0441'20.7 KM (12.9 MI) NORTH FROM KANAB.
 HO0441'20.7 KM (12.9 MI) NORTH ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER
 HO0441'DAY SAINTS IN KANAB, IN TOP OF AND 1.5 METERS (5 FT) SOUTHEAST OF THE
 HO0441'NORTHWEST END OF A 4- BY 9-FOOT SANDSTONE SHELF AT THE BASE OF THE
 HO0441'SOUTHEAST END OF A SANDSTONE BEDROCK CUT, 6.45 KM (4.05 MI) SOUTHEAST
 HO0441'OF MT CARMEL JUNCTION, 0.5 KM (0.3 MI) SOUTHEAST OF MILEPOST 78,
 HO0441'14.0 METERS (46 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 37.8 METERS
 HO0441'(124 FT) NORTHWEST OF THE NORTHEAST END OF A PIPE CULVERT, 0.3 METER
 HO0441'(1 FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE SHELF.
 HO0441'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 HO0441'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 HO0441
 HO0441                          STATION RECOVERY (2012)
 HO0441
 HO0441'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0441'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0392 ***********************************************************************
 JO0392  DESIGNATION -  V 368
 JO0392  PID         -  JO0392
 JO0392  STATE/COUNTY-  UT/BEAVER
 JO0392  COUNTRY     -  US
 JO0392  USGS QUAD   -  CAVE CANYON (2017)
 JO0392
 JO0392                         *CURRENT SURVEY CONTROL
 JO0392  ______________________________________________________________________
 JO0392* NAD 83(1986) POSITION- 38 16 27.     (N) 112 57 35.     (W)   SCALED
 JO0392* NAVD 88 ORTHO HEIGHT -  1597.092 (meters)     5239.79  (feet) ADJUSTED
 JO0392  ______________________________________________________________________
 JO0392  GEOID HEIGHT    -        -20.896 (meters)                     GEOID18
 JO0392  DYNAMIC HEIGHT  -       1595.395 (meters)     5234.23  (feet) COMP
 JO0392  MODELED GRAVITY -    979,510.2   (mgal)                       NAVD 88
 JO0392  OBS GRAVITY     -    979,508.9   (mgal)                       GRAV_OBS
 JO0392
 JO0392  VERT ORDER      -  FIRST     CLASS II
 JO0392
 JO0392.The horizontal coordinates were scaled from a map and have
 JO0392.an estimated accuracy of +/- 6 seconds.
 JO0392
 JO0392.The orthometric height was determined by differential leveling and
 JO0392.adjusted by the NATIONAL GEODETIC SURVEY
 JO0392.in June 1991.
 JO0392
 JO0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0392.GEOID18 height accuracy estimate available here.
 JO0392
 JO0392.Click photographs - Photos may exist for this station.
 JO0392
 JO0392.The dynamic height is computed by dividing the NAVD 88
 JO0392.geopotential number by the normal gravity value computed on the
 JO0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0392.degrees latitude (g = 980.6199 gals.).
 JO0392
 JO0392.The modeled gravity was interpolated from observed gravity values.
 JO0392
 JO0392.The observed gravity was obtained from relative gravimeter ties
 JO0392.to the IGSN71 gravity network.
 JO0392
 JO0392;                    North         East    Units  Estimated Accuracy
 JO0392;SPC UT S     - 3,179,410.      372,280.      MT  (+/- 180 meters Scaled)
 JO0392
 JO0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH285380(NAD 83)
 JO0392
 JO0392                          SUPERSEDED SURVEY CONTROL
 JO0392
 JO0392.No superseded survey control is available for this station.
 JO0392
 JO0392_MARKER: I = METAL ROD
 JO0392_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0392_STAMPING: V 368 1984
 JO0392_MARK LOGO: NGS
 JO0392_PROJECTION: FLUSH
 JO0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0392_ROD/PIPE-DEPTH: 4.6 meters
 JO0392
 JO0392  HISTORY     - Date     Condition        Report By
 JO0392  HISTORY     - 1984     MONUMENTED       NGS
 JO0392
 JO0392                          STATION DESCRIPTION
 JO0392
 JO0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0392'7.3 KM (4.5 MI) NW FROM MINERSVILLE.
 JO0392'0.51 KM (0.31 MI) NORTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 JO0392'AT MINERSVILLE, THENCE 6.79 KM (4.22 MI) NORTHWEST ALONG STATE HIGHWAY
 JO0392'21, 0.65 KM (0.40 MI) SOUTHEAST OF THE T JUNCTION OF A DIRT ROAD
 JO0392'LEADING WEST, 28.8 METERS (94.5 FT) SOUTHWEST OF THE HIGHWAY
 JO0392'CENTERLINE, 50.9 METERS (167 FT) SOUTH OF MILEPOST 86, 2.0 METERS
 JO0392'(6.5 FT) EAST-NORTHEAST OF A BRACED FENCE POST IN THE RIGHT OF WAY
 JO0392'FENCE AND 1.8 METERS (6 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 JO0392'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 JO0392'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0512 ***********************************************************************
 HO0512  DESIGNATION -  V 369
 HO0512  PID         -  HO0512
 HO0512  STATE/COUNTY-  UT/WASHINGTON
 HO0512  COUNTRY     -  US
 HO0512  USGS QUAD   -  HURRICANE (2017)
 HO0512
 HO0512                         *CURRENT SURVEY CONTROL
 HO0512  ______________________________________________________________________
 HO0512* NAD 83(1986) POSITION- 37 13 12.     (N) 113 16 34.     (W)   SCALED
 HO0512* NAVD 88 ORTHO HEIGHT -   943.283 (meters)     3094.75  (feet) ADJUSTED
 HO0512  ______________________________________________________________________
 HO0512  GEOID HEIGHT    -        -23.503 (meters)                     GEOID18
 HO0512  DYNAMIC HEIGHT  -        942.287 (meters)     3091.49  (feet) COMP
 HO0512  MODELED GRAVITY -    979,543.7   (mgal)                       NAVD 88
 HO0512
 HO0512  VERT ORDER      -  FIRST     CLASS II
 HO0512
 HO0512.The horizontal coordinates were scaled from a map and have
 HO0512.an estimated accuracy of +/- 6 seconds.
 HO0512
 HO0512.The orthometric height was determined by differential leveling and
 HO0512.adjusted by the NATIONAL GEODETIC SURVEY
 HO0512.in June 1991.
 HO0512
 HO0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0512.GEOID18 height accuracy estimate available here.
 HO0512
 HO0512.Click photographs - Photos may exist for this station.
 HO0512
 HO0512.The dynamic height is computed by dividing the NAVD 88
 HO0512.geopotential number by the normal gravity value computed on the
 HO0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0512.degrees latitude (g = 980.6199 gals.).
 HO0512
 HO0512.The modeled gravity was interpolated from observed gravity values.
 HO0512
 HO0512;                    North         East    Units  Estimated Accuracy
 HO0512;SPC UT S     - 3,062,910.      342,370.      MT  (+/- 180 meters Scaled)
 HO0512
 HO0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG980217(NAD 83)
 HO0512
 HO0512                          SUPERSEDED SURVEY CONTROL
 HO0512
 HO0512.No superseded survey control is available for this station.
 HO0512
 HO0512_MARKER: DV = VERTICAL CONTROL DISK
 HO0512_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HO0512_SP_SET: BRIDGE ABUTMENT
 HO0512_STAMPING: V 369 1984
 HO0512_MARK LOGO: NGS
 HO0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0512
 HO0512  HISTORY     - Date     Condition        Report By
 HO0512  HISTORY     - 1984     MONUMENTED       NGS
 HO0512
 HO0512                          STATION DESCRIPTION
 HO0512
 HO0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0512'1.1 KM (0.7 MI) NORTH FROM LA VERKIN.
 HO0512'1.07 KM (0.66 MI) NORTH ALONG STATE HIGHWAY 17 FROM ITS JUNCTION WITH
 HO0512'STATE HIGHWAY 9 AT LA VERKIN, IN TOP OF THE NORTHEAST END OF THE
 HO0512'NORTHWEST CONCRETE ABUTMENT FOR A SMALL BRIDGE OVER THE LA VERKIN
 HO0512'CREEK, 3.7 METERS (12 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 HO0512'0.4 METER (1.3 FT) SOUTHEAST OF THE SOUTHEAST END OF A SHORT STEEL
 HO0512'GUARD RAIL, 0.3 METER (1 FT) WEST OF THE NORTHWEST END OF THE
 HO0512'NORTHEAST CONCRETE BRIDGE GUARD RAIL AND 1.5 METERS (5 FT) SOUTHWEST
 HO0512'OF THE NORTHEAST END OF THE ABUTMENT.
 HO0512'THE MARK IS ABOVE LEVEL WITH THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0073 ***********************************************************************
 JO0073  DESIGNATION -  V 37
 JO0073  PID         -  JO0073
 JO0073  STATE/COUNTY-  UT/PIUTE
 JO0073  COUNTRY     -  US
 JO0073  USGS QUAD   -  MARYSVALE (2017)
 JO0073
 JO0073                         *CURRENT SURVEY CONTROL
 JO0073  ______________________________________________________________________
 JO0073* NAD 83(1986) POSITION- 38 25 08.     (N) 112 13 53.     (W)   SCALED
 JO0073* NAVD 88 ORTHO HEIGHT -  1843.489 (meters)     6048.18  (feet) ADJUSTED
 JO0073  ______________________________________________________________________
 JO0073  GEOID HEIGHT    -        -19.130 (meters)                     GEOID18
 JO0073  DYNAMIC HEIGHT  -       1841.354 (meters)     6041.18  (feet) COMP
 JO0073  MODELED GRAVITY -    979,405.9   (mgal)                       NAVD 88
 JO0073
 JO0073  VERT ORDER      -  SECOND    CLASS 0
 JO0073
 JO0073.The horizontal coordinates were scaled from a map and have
 JO0073.an estimated accuracy of +/- 6 seconds.
 JO0073
 JO0073.The orthometric height was determined by differential leveling and
 JO0073.adjusted by the NATIONAL GEODETIC SURVEY
 JO0073.in June 1991.
 JO0073
 JO0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0073.GEOID18 height accuracy estimate available here.
 JO0073
 JO0073.Click photographs - Photos may exist for this station.
 JO0073
 JO0073.The dynamic height is computed by dividing the NAVD 88
 JO0073.geopotential number by the normal gravity value computed on the
 JO0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0073.degrees latitude (g = 980.6199 gals.).
 JO0073
 JO0073.The modeled gravity was interpolated from observed gravity values.
 JO0073
 JO0073;                    North         East    Units  Estimated Accuracy
 JO0073;SPC UT S     - 3,194,730.      436,130.      MT  (+/- 180 meters Scaled)
 JO0073
 JO0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH925530(NAD 83)
 JO0073
 JO0073                          SUPERSEDED SURVEY CONTROL
 JO0073
 JO0073  NGVD 29 (??/??/92) 1842.179  (m)         6043.88   (f) ADJ UNCH    2 0
 JO0073
 JO0073.Superseded values are not recommended for survey control.
 JO0073
 JO0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0073.See file dsdata.pdf to determine how the superseded data were derived.
 JO0073
 JO0073_MARKER: DB = BENCH MARK DISK
 JO0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0073_STAMPING: V 37 1934
 JO0073_MARK LOGO: CGS
 JO0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0073+STABILITY: SURFACE MOTION
 JO0073
 JO0073  HISTORY     - Date     Condition        Report By
 JO0073  HISTORY     - 1934     MONUMENTED       CGS
 JO0073  HISTORY     - 1975     MARK NOT FOUND   USGS
 JO0073
 JO0073                          STATION DESCRIPTION
 JO0073
 JO0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0073'2.4 MI S FROM MARYSVALE.
 JO0073'ABOUT 2.4 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE DENVER AND RIO
 JO0073'GRANDE WESTERN RAILROAD STATION AT MARYSVALE, PIUTE COUNTY, AT THE
 JO0073'CROSSING OF A ROW OF POLES, ABOUT 90 FEET SOUTHEAST OF A RIGHT ANGLE
 JO0073'IN THE ROW OF POLES, 21 FEET EAST OF POLE 1042, AND ABOUT 60 FEET EAST
 JO0073'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED V 37 1934
 JO0073'AND SET IN THE TOP OF A CONCRETE POST.
 JO0073
 JO0073                          STATION RECOVERY (1975)
 JO0073
 JO0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0073'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0644 ***********************************************************************
 LO0644  DESIGNATION -  V 370
 LO0644  PID         -  LO0644
 LO0644  STATE/COUNTY-  UT/SUMMIT
 LO0644  COUNTRY     -  US
 LO0644  USGS QUAD   -  COALVILLE (2017)
 LO0644
 LO0644                         *CURRENT SURVEY CONTROL
 LO0644  ______________________________________________________________________
 LO0644* NAD 83(1986) POSITION- 40 59 01.9    (N) 111 25 04.8    (W)   HD_HELD2
 LO0644* NAVD 88 ORTHO HEIGHT -  1696.412 (meters)     5565.65  (feet) ADJUSTED
 LO0644  ______________________________________________________________________
 LO0644  GEOID HEIGHT    -        -15.944 (meters)                     GEOID18
 LO0644  DYNAMIC HEIGHT  -       1694.915 (meters)     5560.73  (feet) COMP
 LO0644  MODELED GRAVITY -    979,683.2   (mgal)                       NAVD 88
 LO0644
 LO0644  VERT ORDER      -  FIRST     CLASS II
 LO0644
 LO0644.The horizontal coordinates were established by autonomous hand held GPS
 LO0644.observations and have an estimated accuracy of +/- 10 meters.
 LO0644
 LO0644.The orthometric height was determined by differential leveling and
 LO0644.adjusted by the NATIONAL GEODETIC SURVEY
 LO0644.in June 1991.
 LO0644
 LO0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0644.GEOID18 height accuracy estimate available here.
 LO0644
 LO0644.Click photographs - Photos may exist for this station.
 LO0644
 LO0644.The dynamic height is computed by dividing the NAVD 88
 LO0644.geopotential number by the normal gravity value computed on the
 LO0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0644.degrees latitude (g = 980.6199 gals.).
 LO0644
 LO0644.The modeled gravity was interpolated from observed gravity values.
 LO0644
 LO0644;                    North         East    Units  Estimated Accuracy
 LO0644;SPC UT N     - 1,072,244.      506,901.      MT  (+/- 10 meters HH2 GPS)
 LO0644
 LO0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL6483637049(NAD 83)
 LO0644
 LO0644                          SUPERSEDED SURVEY CONTROL
 LO0644
 LO0644  NGVD 29 (06/08/92) 1695.226  (m)         5561.75   (f) ADJUSTED    1 2
 LO0644
 LO0644.Superseded values are not recommended for survey control.
 LO0644
 LO0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0644.See file dsdata.pdf to determine how the superseded data were derived.
 LO0644
 LO0644_MARKER: I = METAL ROD
 LO0644_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LO0644_STAMPING: V 370 1983
 LO0644_MARK LOGO: NGS
 LO0644_PROJECTION: FLUSH
 LO0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0644_ROD/PIPE-DEPTH: 12.2 meters
 LO0644
 LO0644  HISTORY     - Date     Condition        Report By
 LO0644  HISTORY     - 1983     MONUMENTED       NGS
 LO0644
 LO0644                          STATION DESCRIPTION
 LO0644
 LO0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LO0644'3.0 KM (1.85 MI) NE FROM ECHO.
 LO0644'3.0 KM (1.85 I) NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 LO0644'THE STATION IN ECHO, 0.2 KM (0.1 MI) NORTHEAST OF MILEPOST 951, 29.9
 LO0644'METERS (98.1 FT) SOUTHEAST OF THE CENTERLINE OF OLD U.S. HIGHWAY 30,
 LO0644'22.3 METERS (73.2 FT) NORTHWEST OF THE CENTER OF RAILROAD SIGNAL
 LO0644'NUMBER 9509, 17.0 METERS (55.8 FT) NORTHWEST OF THE NEAR RAIL, AND 1.9
 LO0644'METERS (6.2 FT) NORTHWEST OF THE NORTHWEST LEG OF A TWIN UTILITY POLE.
 LO0644'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LO0644'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 LO0644'THE MARK IS 1.0 M ABOVE THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0464 ***********************************************************************
 MS0464  DESIGNATION -  V 371
 MS0464  PID         -  MS0464
 MS0464  STATE/COUNTY-  UT/WEBER
 MS0464  COUNTRY     -  US
 MS0464  USGS QUAD   -  ROY (2017)
 MS0464
 MS0464                         *CURRENT SURVEY CONTROL
 MS0464  ______________________________________________________________________
 MS0464* NAD 83(1986) POSITION- 41 09 46.26   (N) 112 00 16.77   (W)   HD_HELD1
 MS0464* NAVD 88 ORTHO HEIGHT -  1341.970 (meters)     4402.78  (feet) ADJUSTED
 MS0464  ______________________________________________________________________
 MS0464  GEOID HEIGHT    -        -16.873 (meters)                     GEOID18
 MS0464  DYNAMIC HEIGHT  -       1340.928 (meters)     4399.36  (feet) COMP
 MS0464  MODELED GRAVITY -    979,801.9   (mgal)                       NAVD 88
 MS0464
 MS0464  VERT ORDER      -  FIRST     CLASS II
 MS0464
 MS0464.The horizontal coordinates were determined by differentially corrected
 MS0464.hand held GPS observations or other comparable positioning techniques
 MS0464.and have an estimated accuracy of +/- 3 meters.
 MS0464
 MS0464.The orthometric height was determined by differential leveling and
 MS0464.adjusted by the NATIONAL GEODETIC SURVEY
 MS0464.in June 1991.
 MS0464
 MS0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0464.GEOID18 height accuracy estimate available here.
 MS0464
 MS0464.Click photographs - Photos may exist for this station.
 MS0464
 MS0464.The dynamic height is computed by dividing the NAVD 88
 MS0464.geopotential number by the normal gravity value computed on the
 MS0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0464.degrees latitude (g = 980.6199 gals.).
 MS0464
 MS0464.The modeled gravity was interpolated from observed gravity values.
 MS0464
 MS0464;                    North         East    Units  Estimated Accuracy
 MS0464;SPC UT N     - 1,092,240.4     457,647.2     MT  (+/- 3 meters HH1 GPS) 
 MS0464
 MS0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1571457321(NAD 83)
 MS0464
 MS0464                          SUPERSEDED SURVEY CONTROL
 MS0464
 MS0464.No superseded survey control is available for this station.
 MS0464
 MS0464_MARKER: I = METAL ROD
 MS0464_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0464_STAMPING: V 371 1983
 MS0464_MARK LOGO: NGS
 MS0464_PROJECTION: FLUSH
 MS0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0464_ROD/PIPE-DEPTH: 12.2 meters
 MS0464
 MS0464  HISTORY     - Date     Condition        Report By
 MS0464  HISTORY     - 1983     MONUMENTED       NGS
 MS0464
 MS0464                          STATION DESCRIPTION
 MS0464
 MS0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MS0464'7.5 KM (4.65 MI) SOUTH FROM OGDEN.
 MS0464'4.6 KM (2.85 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MS0464'STATION IN OGDEN, THENCE 1.2 KM (0.75 MI) SOUTHWESTERLY ALONG STATE
 MS0464'HIGHWAY 26, THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG STATE HIGHWAY 60,
 MS0464'8.4 METERS (27.6 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.1
 MS0464'METERS (26.6 FT) WEST OF THE CENTER OF THE NORTHWEST HEADWALL OF A
 MS0464'CONCRETE CULVERT, 6.6 METERS (21.7 FT) NORTHWEST OF THE CENTER OF A
 MS0464'PRIVATE DRIVEWAY, AND 0.6 METER (2.0 FT) NORTHWEST OF A UTILITY POLE.
 MS0464'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MS0464'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 MS0464'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0360 ***********************************************************************
 HM0360  DESIGNATION -  V 372
 HM0360  PID         -  HM0360
 HM0360  STATE/COUNTY-  UT/SAN JUAN
 HM0360  COUNTRY     -  US
 HM0360  USGS QUAD   -  BLUFF (2017)
 HM0360
 HM0360                         *CURRENT SURVEY CONTROL
 HM0360  ______________________________________________________________________
 HM0360* NAD 83(1986) POSITION- 37 15 56.3    (N) 109 37 21.4    (W)   HD_HELD2
 HM0360* NAVD 88 ORTHO HEIGHT -  1354.843 (meters)     4445.01  (feet) ADJUSTED
 HM0360  ______________________________________________________________________
 HM0360  GEOID HEIGHT    -        -20.869 (meters)                     GEOID18
 HM0360  DYNAMIC HEIGHT  -       1353.341 (meters)     4440.09  (feet) COMP
 HM0360  MODELED GRAVITY -    979,475.3   (mgal)                       NAVD 88
 HM0360
 HM0360  VERT ORDER      -  FIRST     CLASS II
 HM0360
 HM0360.The horizontal coordinates were established by autonomous hand held GPS
 HM0360.observations and have an estimated accuracy of +/- 10 meters.
 HM0360
 HM0360.The orthometric height was determined by differential leveling and
 HM0360.adjusted by the NATIONAL GEODETIC SURVEY
 HM0360.in June 1991.
 HM0360
 HM0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0360.GEOID18 height accuracy estimate available here.
 HM0360
 HM0360.Click photographs - Photos may exist for this station.
 HM0360
 HM0360.The dynamic height is computed by dividing the NAVD 88
 HM0360.geopotential number by the normal gravity value computed on the
 HM0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0360.degrees latitude (g = 980.6199 gals.).
 HM0360
 HM0360.The modeled gravity was interpolated from observed gravity values.
 HM0360
 HM0360;                    North         East    Units  Estimated Accuracy
 HM0360;SPC UT S     - 3,068,147.      666,514.      MT  (+/- 10 meters HH2 GPS)
 HM0360
 HM0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG2213025230(NAD 83)
 HM0360
 HM0360                          SUPERSEDED SURVEY CONTROL
 HM0360
 HM0360.No superseded survey control is available for this station.
 HM0360
 HM0360_MARKER: DV = VERTICAL CONTROL DISK
 HM0360_SETTING: 66 = SET IN ROCK OUTCROP
 HM0360_STAMPING: V 372 1983
 HM0360_MARK LOGO: NGS
 HM0360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0360+STABILITY: POSITION/ELEVATION WELL
 HM0360
 HM0360  HISTORY     - Date     Condition        Report By
 HM0360  HISTORY     - 1983     MONUMENTED       NGS
 HM0360
 HM0360                          STATION DESCRIPTION
 HM0360
 HM0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0360'6.0 KM (3.75 MI) SW FROM BLUFF.
 HM0360'6.0 KM (3.75 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0360'OFFICE IN BLUFF, 0.3 KM (0.2 MI) EAST OF THE JUNCTION OF U.S. HIGHWAY
 HM0360'191, IN THE CENTER OF AN 18- BY 75-FOOT EXPOSED AREA OF OUTCROPPING
 HM0360'BEDROCK, 67.4 METERS (221.1 FT) WEST OF THE CENTER OF A PAVED FIELD
 HM0360'ENTRANCE, 35.1 METERS (115.2 FT) EAST OF THE WEST END OF A HIGHWAY
 HM0360'CUT, 18.0 METERS (59.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 HM0360'12.9 METERS (42.3 FT) NORTH OF A WITNESS POST AND FENCE,
 HM0360'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 HM0360'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0384 ***********************************************************************
 HM0384  DESIGNATION -  V 373
 HM0384  PID         -  HM0384
 HM0384  STATE/COUNTY-  UT/SAN JUAN
 HM0384  COUNTRY     -  US
 HM0384  USGS QUAD   -  THE GOOSENECKS (2017)
 HM0384
 HM0384                         *CURRENT SURVEY CONTROL
 HM0384  ______________________________________________________________________
 HM0384* NAD 83(1986) POSITION- 37 07 40.7    (N) 109 55 03.5    (W)   HD_HELD2
 HM0384* NAVD 88 ORTHO HEIGHT -  1468.614 (meters)     4818.28  (feet) ADJUSTED
 HM0384  ______________________________________________________________________
 HM0384  GEOID HEIGHT    -        -21.062 (meters)                     GEOID18
 HM0384  DYNAMIC HEIGHT  -       1466.944 (meters)     4812.80  (feet) COMP
 HM0384  MODELED GRAVITY -    979,443.0   (mgal)                       NAVD 88
 HM0384
 HM0384  VERT ORDER      -  FIRST     CLASS II
 HM0384
 HM0384.The horizontal coordinates were established by autonomous hand held GPS
 HM0384.observations and have an estimated accuracy of +/- 10 meters.
 HM0384
 HM0384.The orthometric height was determined by differential leveling and
 HM0384.adjusted by the NATIONAL GEODETIC SURVEY
 HM0384.in June 1991.
 HM0384
 HM0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0384.GEOID18 height accuracy estimate available here.
 HM0384
 HM0384.Click photographs - Photos may exist for this station.
 HM0384
 HM0384.The dynamic height is computed by dividing the NAVD 88
 HM0384.geopotential number by the normal gravity value computed on the
 HM0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0384.degrees latitude (g = 980.6199 gals.).
 HM0384
 HM0384.The modeled gravity was interpolated from observed gravity values.
 HM0384
 HM0384;                    North         East    Units  Estimated Accuracy
 HM0384;SPC UT S     - 3,052,387.      640,608.      MT  (+/- 10 meters HH2 GPS)
 HM0384
 HM0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG9614409617(NAD 83)
 HM0384
 HM0384                          SUPERSEDED SURVEY CONTROL
 HM0384
 HM0384.No superseded survey control is available for this station.
 HM0384
 HM0384_MARKER: DV = VERTICAL CONTROL DISK
 HM0384_SETTING: 66 = SET IN ROCK OUTCROP
 HM0384_STAMPING: V 373 1983
 HM0384_MARK LOGO: NGS
 HM0384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0384+STABILITY: POSITION/ELEVATION WELL
 HM0384
 HM0384  HISTORY     - Date     Condition        Report By
 HM0384  HISTORY     - 1983     MONUMENTED       NGS
 HM0384
 HM0384                          STATION DESCRIPTION
 HM0384
 HM0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0384'6.2 KM (3.85 MI) SW FROM MEXICAN HAT.
 HM0384'6.2 KM (3.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0384'OFFICE IN MEXICAN HAT, 0.8 KM (0.5 MI) WEST OF MILEPOST 18, IN A LARGE
 HM0384'OVAL SHAPED EXPOSED AREA OF OUTCROPPING BEDROCK, 116.0 METERS
 HM0384'(380.6 FT) WEST OF A HIGHWAY INFORMATION SIGN (BEGIN STEEP GRADE SHARP
 HM0384'CURVES 1/2 MILE), 15.9 METERS (52.2 FT) SOUTH OF THE CENTERLINE OF THE
 HM0384'HIGHWAY, AND 11.5 METERS (37.7 FT) NORTHWEST OF THE EDGE OF A ROCK
 HM0384'CLIFF.
 HM0384'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 HM0384'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0504 ***********************************************************************
 LN0504  DESIGNATION -  V 374
 LN0504  PID         -  LN0504
 LN0504  STATE/COUNTY-  UT/UINTAH
 LN0504  COUNTRY     -  US
 LN0504  USGS QUAD   -  STEINAKER RESERVOIR (2017)
 LN0504
 LN0504                         *CURRENT SURVEY CONTROL
 LN0504  ______________________________________________________________________
 LN0504* NAD 83(1986) POSITION- 40 30 30.     (N) 109 31 33.     (W)   SCALED
 LN0504* NAVD 88 ORTHO HEIGHT -  1651.287 (meters)     5417.60  (feet) ADJUSTED
 LN0504  ______________________________________________________________________
 LN0504  GEOID HEIGHT    -        -16.283 (meters)                     GEOID18
 LN0504  DYNAMIC HEIGHT  -       1649.777 (meters)     5412.64  (feet) COMP
 LN0504  MODELED GRAVITY -    979,653.4   (mgal)                       NAVD 88
 LN0504
 LN0504  VERT ORDER      -  FIRST     CLASS II
 LN0504
 LN0504.The horizontal coordinates were scaled from a map and have
 LN0504.an estimated accuracy of +/- 6 seconds.
 LN0504
 LN0504.The orthometric height was determined by differential leveling and
 LN0504.adjusted by the NATIONAL GEODETIC SURVEY
 LN0504.in June 1991.
 LN0504
 LN0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0504.GEOID18 height accuracy estimate available here.
 LN0504
 LN0504.Click photographs - Photos may exist for this station.
 LN0504
 LN0504.The dynamic height is computed by dividing the NAVD 88
 LN0504.geopotential number by the normal gravity value computed on the
 LN0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0504.degrees latitude (g = 980.6199 gals.).
 LN0504
 LN0504.The modeled gravity was interpolated from observed gravity values.
 LN0504
 LN0504;                    North         East    Units  Estimated Accuracy
 LN0504;SPC UT C     - 2,243,320.      667,310.      MT  (+/- 180 meters Scaled)
 LN0504
 LN0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK248852(NAD 83)
 LN0504
 LN0504                          SUPERSEDED SURVEY CONTROL
 LN0504
 LN0504.No superseded survey control is available for this station.
 LN0504
 LN0504_MARKER: DV = VERTICAL CONTROL DISK
 LN0504_SETTING: 66 = SET IN ROCK OUTCROP
 LN0504_STAMPING: V 374 1984
 LN0504_MARK LOGO: NGS
 LN0504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0504+STABILITY: POSITION/ELEVATION WELL
 LN0504
 LN0504  HISTORY     - Date     Condition        Report By
 LN0504  HISTORY     - 1984     MONUMENTED       NGS
 LN0504
 LN0504                          STATION DESCRIPTION
 LN0504
 LN0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0504'5.9 KM (3.65 MI) NORTH FROM VERNAL.
 LN0504'5.9 KM (3.65 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0504'WITH U.S. HIGHWAY 40 IN VERNAL, IN THE SOUTH EDGE OF A 60 BY 300 FOOT
 LN0504'EXPOSED AREA OF OUTCROPPING BEDROCK, 0.8 KM (0.5 MI) NORTH OF MILEPOST
 LN0504'204, 29.7 M (97.4 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15.1
 LN0504'M (49.5 FT) NORTH-NORTHEAST OF THE CENTER OF A GATE AND TRACK ROAD,
 LN0504'5.4 M (17.7 FT) NORTHWEST OF A FENCE, 5.0 M (16.4 FT) NORTHEAST OF THE
 LN0504'SOUTHWEST END OF THE OUTCROP, AND 1.8 M (5.9 FT) NORTHWEST OF THE
 LN0504'SOUTHEAST EDGE OF THE OUTCROP.
 LN0504'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LN0504'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0467 ***********************************************************************
 HM0467  DESIGNATION -  V 374
 HM0467  PID         -  HM0467
 HM0467  STATE/COUNTY-  UT/SAN JUAN
 HM0467  COUNTRY     -  US
 HM0467  USGS QUAD   -  HATCH TRADING POST (2017)
 HM0467
 HM0467                         *CURRENT SURVEY CONTROL
 HM0467  ______________________________________________________________________
 HM0467* NAD 83(1986) POSITION- 37 22 55.1    (N) 109 13 51.0    (W)   HD_HELD2
 HM0467* NAVD 88 ORTHO HEIGHT -  1420.865 (meters)     4661.62  (feet) ADJUSTED
 HM0467  ______________________________________________________________________
 HM0467  GEOID HEIGHT    -        -20.612 (meters)                     GEOID18
 HM0467  DYNAMIC HEIGHT  -       1419.271 (meters)     4656.39  (feet) COMP
 HM0467  MODELED GRAVITY -    979,459.0   (mgal)                       NAVD 88
 HM0467
 HM0467  VERT ORDER      -  FIRST     CLASS II
 HM0467
 HM0467.The horizontal coordinates were established by autonomous hand held GPS
 HM0467.observations and have an estimated accuracy of +/- 10 meters.
 HM0467
 HM0467.The orthometric height was determined by differential leveling and
 HM0467.adjusted by the NATIONAL GEODETIC SURVEY
 HM0467.in June 1991.
 HM0467
 HM0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0467.GEOID18 height accuracy estimate available here.
 HM0467
 HM0467.Click photographs - Photos may exist for this station.
 HM0467
 HM0467.The dynamic height is computed by dividing the NAVD 88
 HM0467.geopotential number by the normal gravity value computed on the
 HM0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0467.degrees latitude (g = 980.6199 gals.).
 HM0467
 HM0467.The modeled gravity was interpolated from observed gravity values.
 HM0467
 HM0467;                    North         East    Units  Estimated Accuracy
 HM0467;SPC UT S     - 3,081,825.      700,943.      MT  (+/- 10 meters HH2 GPS)
 HM0467
 HM0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG5662938715(NAD 83)
 HM0467
 HM0467                          SUPERSEDED SURVEY CONTROL
 HM0467
 HM0467.No superseded survey control is available for this station.
 HM0467
 HM0467_MARKER: I = METAL ROD
 HM0467_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HM0467_STAMPING: V 374 1984
 HM0467_MARK LOGO: NGS
 HM0467_PROJECTION: FLUSH
 HM0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0467_ROD/PIPE-DEPTH: 16.8 meters
 HM0467
 HM0467  HISTORY     - Date     Condition        Report By
 HM0467  HISTORY     - 1984     MONUMENTED       NGS
 HM0467
 HM0467                          STATION DESCRIPTION
 HM0467
 HM0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0467'43.8 KM (27.2 MI) NE FROM BLUFF.
 HM0467'18.2 KM (11.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0467'OFFICE IN BLUFF, THENCE 13.5 KM (8.4 MI) EASTERLY ALONG STATE HIGHWAY
 HM0467'262, THENCE 10.8 KM (6.7 MI) SOUTHEASTERLY ALONG A PAVED ROAD, THENCE
 HM0467'1.3 KM (0.8 MI) SOUTH ALONG A GRAVELED ROAD, 24.7 METERS (81.0 FT)
 HM0467'NORTHWEST OF THE CENTER OF THE ROAD, 21.5 METERS (70.5 FT) NORTH OF
 HM0467'THE WEST END OF A 24-INCH METAL CULVERT, AND 4.3 METERS (14.1 FT)
 HM0467'NORTHEAST OF THE CENTER OF A CORRAL ENTRANCE.  NOTE=ACCESS TO THE
 HM0467'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HM0467'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 HM0467'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0488 ***********************************************************************
 HO0488  DESIGNATION -  V 375
 HO0488  PID         -  HO0488
 HO0488  STATE/COUNTY-  UT/IRON
 HO0488  COUNTRY     -  US
 HO0488  USGS QUAD   -  KANARRAVILLE (2017)
 HO0488
 HO0488                         *CURRENT SURVEY CONTROL
 HO0488  ______________________________________________________________________
 HO0488* NAD 83(1986) POSITION- 37 31 10.     (N) 113 11 42.     (W)   SCALED
 HO0488* NAVD 88 ORTHO HEIGHT -  1679.419 (meters)     5509.89  (feet) ADJUSTED
 HO0488  ______________________________________________________________________
 HO0488  GEOID HEIGHT    -        -21.906 (meters)                     GEOID18
 HO0488  DYNAMIC HEIGHT  -       1677.489 (meters)     5503.56  (feet) COMP
 HO0488  MODELED GRAVITY -    979,422.3   (mgal)                       NAVD 88
 HO0488  OBS GRAVITY     -    979,424.4   (mgal)                       GRAV_OBS
 HO0488
 HO0488  VERT ORDER      -  FIRST     CLASS II
 HO0488
 HO0488.The horizontal coordinates were scaled from a map and have
 HO0488.an estimated accuracy of +/- 6 seconds.
 HO0488
 HO0488.The orthometric height was determined by differential leveling and
 HO0488.adjusted by the NATIONAL GEODETIC SURVEY
 HO0488.in June 1991.
 HO0488
 HO0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0488.GEOID18 height accuracy estimate available here.
 HO0488
 HO0488.Click photographs - Photos may exist for this station.
 HO0488
 HO0488.The dynamic height is computed by dividing the NAVD 88
 HO0488.geopotential number by the normal gravity value computed on the
 HO0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0488.degrees latitude (g = 980.6199 gals.).
 HO0488
 HO0488.The modeled gravity was interpolated from observed gravity values.
 HO0488
 HO0488.The observed gravity was obtained from relative gravimeter ties
 HO0488.to the IGSN71 gravity network.
 HO0488
 HO0488;                    North         East    Units  Estimated Accuracy
 HO0488;SPC UT S     - 3,096,000.      350,170.      MT  (+/- 180 meters Scaled)
 HO0488
 HO0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG060547(NAD 83)
 HO0488
 HO0488                          SUPERSEDED SURVEY CONTROL
 HO0488
 HO0488.No superseded survey control is available for this station.
 HO0488
 HO0488_MARKER: F = FLANGE-ENCASED ROD
 HO0488_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0488_STAMPING: V 375 1984
 HO0488_MARK LOGO: NGS
 HO0488_PROJECTION: FLUSH
 HO0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0488_ROD/PIPE-DEPTH: 12.2 meters
 HO0488
 HO0488  HISTORY     - Date     Condition        Report By
 HO0488  HISTORY     - 1984     MONUMENTED       NGS
 HO0488  HISTORY     - 20170529 GOOD             USPSQD
 HO0488
 HO0488                          STATION DESCRIPTION
 HO0488
 HO0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0488'2.2 KM (1.4 MI) SW FROM KANARRAVILLE.
 HO0488'2.20 KM (1.37 MI) SOUTHWEST ALONG US HIGHWAY 91 FROM THE CHURCH OF
 HO0488'LATTER DAY SAINTS AT KANARRAVILLE, IN THE SOUTH CORNER OF THE T
 HO0488'JUNCTION OF A TRACK ROAD LEADING SOUTHEAST, AT A FENCE T JUNCTION,
 HO0488'15.0 METERS (49 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 1.5 METERS
 HO0488'(5 FT) SOUTHWEST OF THE SOUTHWEST GATE POST FOR A WIRE GATE AND
 HO0488'0.8 METER (2.5 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 HO0488'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 HO0488'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HO0488
 HO0488                          STATION RECOVERY (2017)
 HO0488
 HO0488'RECOVERY NOTE BY US POWER SQUADRON 2017 (GDS)
 HO0488'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0465 ***********************************************************************
 JO0465  DESIGNATION -  V 376
 JO0465  PID         -  JO0465
 JO0465  STATE/COUNTY-  UT/BEAVER
 JO0465  COUNTRY     -  US
 JO0465  USGS QUAD   -  MILFORD (2017)
 JO0465
 JO0465                         *CURRENT SURVEY CONTROL
 JO0465  ______________________________________________________________________
 JO0465* NAD 83(1986) POSITION- 38 25 12.     (N) 113 05 55.     (W)   SCALED
 JO0465* NAVD 88 ORTHO HEIGHT -  1639.544 (meters)     5379.07  (feet) ADJUSTED
 JO0465  ______________________________________________________________________
 JO0465  GEOID HEIGHT    -        -20.892 (meters)                     GEOID18
 JO0465  DYNAMIC HEIGHT  -       1637.829 (meters)     5373.44  (feet) COMP
 JO0465  MODELED GRAVITY -    979,524.6   (mgal)                       NAVD 88
 JO0465
 JO0465  VERT ORDER      -  FIRST     CLASS II
 JO0465
 JO0465.The horizontal coordinates were scaled from a map and have
 JO0465.an estimated accuracy of +/- 6 seconds.
 JO0465
 JO0465.The orthometric height was determined by differential leveling and
 JO0465.adjusted by the NATIONAL GEODETIC SURVEY
 JO0465.in June 1991.
 JO0465
 JO0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0465.GEOID18 height accuracy estimate available here.
 JO0465
 JO0465.Click photographs - Photos may exist for this station.
 JO0465
 JO0465.The dynamic height is computed by dividing the NAVD 88
 JO0465.geopotential number by the normal gravity value computed on the
 JO0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0465.degrees latitude (g = 980.6199 gals.).
 JO0465
 JO0465.The modeled gravity was interpolated from observed gravity values.
 JO0465
 JO0465;                    North         East    Units  Estimated Accuracy
 JO0465;SPC UT S     - 3,195,790.      360,400.      MT  (+/- 180 meters Scaled)
 JO0465
 JO0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH167545(NAD 83)
 JO0465
 JO0465                          SUPERSEDED SURVEY CONTROL
 JO0465
 JO0465.No superseded survey control is available for this station.
 JO0465
 JO0465_MARKER: I = METAL ROD
 JO0465_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0465_STAMPING: V 376 1984
 JO0465_MARK LOGO: NGS
 JO0465_PROJECTION: FLUSH
 JO0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0465_ROD/PIPE-DEPTH: 3.4 meters
 JO0465
 JO0465  HISTORY     - Date     Condition        Report By
 JO0465  HISTORY     - 1984     MONUMENTED       NGS
 JO0465
 JO0465                          STATION DESCRIPTION
 JO0465
 JO0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0465'8.2 KM (5.1 MI) NW FROM MILFORD.
 JO0465'8.20 KM (5.09 MI) NORTHWEST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION
 JO0465'WITH STATE HIGHWAY 257 AT MILFORD, IN THE SOUTHEAST CORNER OF THE Y
 JO0465'JUNCTION OF A DIRT ROAD LEADING SOUTHWEST TO COPPER KING MINE, 0.32 KM
 JO0465'(0.20 MI) WEST OF MILEPOST 72, 34.7 METERS (114 FT) SOUTHWEST OF THE
 JO0465'HIGHWAY CENTERLINE, 7.3 METERS (24 FT) SOUTHEAST OF THE CENTER OF THE
 JO0465'ROAD AND 1.0 METER (3.3 FT) EAST OF A TELEPHONE POLE.
 JO0465'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 JO0465'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0629 ***********************************************************************
 MS0629  DESIGNATION -  V 377 BE CO
 MS0629  PID         -  MS0629
 MS0629  STATE/COUNTY-  UT/BOX ELDER
 MS0629  COUNTRY     -  US
 MS0629  USGS QUAD   -  PARK VALLEY (2017)
 MS0629
 MS0629                         *CURRENT SURVEY CONTROL
 MS0629  ______________________________________________________________________
 MS0629* NAD 83(1986) POSITION- 41 49 01.     (N) 113 16 33.     (W)   SCALED
 MS0629* NAVD 88 ORTHO HEIGHT -  1666.442 (meters)     5467.32  (feet) ADJUSTED
 MS0629  ______________________________________________________________________
 MS0629  GEOID HEIGHT    -        -15.035 (meters)                     GEOID18
 MS0629  DYNAMIC HEIGHT  -       1665.258 (meters)     5463.43  (feet) COMP
 MS0629  MODELED GRAVITY -    979,852.3   (mgal)                       NAVD 88
 MS0629
 MS0629  VERT ORDER      -  FIRST     CLASS II
 MS0629
 MS0629.The horizontal coordinates were scaled from a map and have
 MS0629.an estimated accuracy of +/- 6 seconds.
 MS0629
 MS0629.The orthometric height was determined by differential leveling and
 MS0629.adjusted by the NATIONAL GEODETIC SURVEY
 MS0629.in June 1991.
 MS0629
 MS0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0629.GEOID18 height accuracy estimate available here.
 MS0629
 MS0629.Click photographs - Photos may exist for this station.
 MS0629
 MS0629.The dynamic height is computed by dividing the NAVD 88
 MS0629.geopotential number by the normal gravity value computed on the
 MS0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0629.degrees latitude (g = 980.6199 gals.).
 MS0629
 MS0629.The modeled gravity was interpolated from observed gravity values.
 MS0629
 MS0629;                    North         East    Units  Estimated Accuracy
 MS0629;SPC UT N     - 1,166,270.      352,460.      MT  (+/- 180 meters Scaled)
 MS0629
 MS0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM109319(NAD 83)
 MS0629
 MS0629                          SUPERSEDED SURVEY CONTROL
 MS0629
 MS0629.No superseded survey control is available for this station.
 MS0629
 MS0629_MARKER: I = METAL ROD
 MS0629_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0629_STAMPING: V 377 1984
 MS0629_MARK LOGO: NGS
 MS0629_PROJECTION: FLUSH
 MS0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0629_ROD/PIPE-DEPTH: 9.7 meters
 MS0629
 MS0629  HISTORY     - Date     Condition        Report By
 MS0629  HISTORY     - 1984     MONUMENTED       NGS
 MS0629
 MS0629                          STATION DESCRIPTION
 MS0629
 MS0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0629'3.5 KM (2.2 MI) EAST FROM PARK VALLEY.
 MS0629'3.54 KM (2.20 MI) EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MS0629'PARK VALLEY, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF A TRACK ROAD
 MS0629'LEADING SOUTH, 8.2 METERS (27 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 MS0629'43.3 METERS (142 FT) NORTHEAST OF THE NORTHEAST EDGE OF A SMALL POND,
 MS0629'27.1 METERS (89 FT) WEST OF MILEPOST 58, 3.0 METERS (10 FT) EAST OF A
 MS0629'FENCE T JUNCTION AND 0.5 METER (1.5 FT) NORTH OF THE RIGHT OF WAY
 MS0629'FENCE.
 MS0629'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 MS0629'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0416 ***********************************************************************
 JO0416  DESIGNATION -  V 377 M CO
 JO0416  PID         -  JO0416
 JO0416  STATE/COUNTY-  UT/MILLARD
 JO0416  COUNTRY     -  US
 JO0416  USGS QUAD   -  MORMON GAP (2017)
 JO0416
 JO0416                         *CURRENT SURVEY CONTROL
 JO0416  ______________________________________________________________________
 JO0416* NAD 83(1986) POSITION- 38 43 26.8    (N) 113 55 42.8    (W)   HD_HELD2
 JO0416* NAVD 88 ORTHO HEIGHT -  1742.659 (meters)     5717.37  (feet) ADJUSTED
 JO0416  ______________________________________________________________________
 JO0416  GEOID HEIGHT    -        -20.791 (meters)                     GEOID18
 JO0416  DYNAMIC HEIGHT  -       1740.831 (meters)     5711.38  (feet) COMP
 JO0416  MODELED GRAVITY -    979,517.8   (mgal)                       NAVD 88
 JO0416
 JO0416  VERT ORDER      -  FIRST     CLASS II
 JO0416
 JO0416.The horizontal coordinates were established by autonomous hand held GPS
 JO0416.observations and have an estimated accuracy of +/- 10 meters.
 JO0416
 JO0416.The orthometric height was determined by differential leveling and
 JO0416.adjusted by the NATIONAL GEODETIC SURVEY
 JO0416.in June 1991.
 JO0416
 JO0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0416.GEOID18 height accuracy estimate available here.
 JO0416
 JO0416.Click photographs - Photos may exist for this station.
 JO0416
 JO0416.The dynamic height is computed by dividing the NAVD 88
 JO0416.geopotential number by the normal gravity value computed on the
 JO0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0416.degrees latitude (g = 980.6199 gals.).
 JO0416
 JO0416.The modeled gravity was interpolated from observed gravity values.
 JO0416
 JO0416;                    North         East    Units  Estimated Accuracy
 JO0416;SPC UT C     - 2,046,253.      288,816.      MT  (+/- 10 meters HH2 GPS)
 JO0416
 JO0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH4540590233(NAD 83)
 JO0416
 JO0416                          SUPERSEDED SURVEY CONTROL
 JO0416
 JO0416.No superseded survey control is available for this station.
 JO0416
 JO0416_MARKER: DV = VERTICAL CONTROL DISK
 JO0416_SETTING: 66 = SET IN ROCK OUTCROP
 JO0416_STAMPING: V 377 1984
 JO0416_MARK LOGO: NGS
 JO0416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0416+STABILITY: POSITION/ELEVATION WELL
 JO0416
 JO0416  HISTORY     - Date     Condition        Report By
 JO0416  HISTORY     - 1984     MONUMENTED       NGS
 JO0416
 JO0416                          STATION DESCRIPTION
 JO0416
 JO0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0416'25.8 KM (16.1 MI) SE FROM GARRISON.
 JO0416'25.8 METERS (16.1 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0416'OFFICE AT GARRISON, IN TOP OF THE NORTHEAST END OF A 2 BY 3 FOOT
 JO0416'PORTION OF LIMESTONE OUTCROP PROJECTING 0.5 FOOT ABOVE THE SURFACE OF
 JO0416'THE GROUND, IN THE NORTHWEST SLOPE OF A HILL, 0.45 KM (0.3 MI)
 JO0416'SOUTHEAST OF MILEPOST 17, 25.4 METERS (83.5 FT) SOUTHWEST OF THE
 JO0416'HIGHWAY CENTERLINE AND 17.4 METERS (57 FT) SOUTHWEST OF THE NORTHWEST
 JO0416'END OF A ROCK CUT.
 JO0416'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 JO0416'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0441 ***********************************************************************
 JO0441  DESIGNATION -  V 378 B CO
 JO0441  PID         -  JO0441
 JO0441  STATE/COUNTY-  UT/BEAVER
 JO0441  COUNTRY     -  US
 JO0441  USGS QUAD   -  WAH WAH SUMMIT (2017)
 JO0441
 JO0441                         *CURRENT SURVEY CONTROL
 JO0441  ______________________________________________________________________
 JO0441* NAD 83(1986) POSITION- 38 30 13.     (N) 113 30 28.     (W)   SCALED
 JO0441* NAVD 88 ORTHO HEIGHT -  1753.980 (meters)     5754.52  (feet) ADJUSTED
 JO0441  ______________________________________________________________________
 JO0441  GEOID HEIGHT    -        -21.082 (meters)                     GEOID18
 JO0441  DYNAMIC HEIGHT  -       1752.093 (meters)     5748.33  (feet) COMP
 JO0441  MODELED GRAVITY -    979,490.5   (mgal)                       NAVD 88
 JO0441
 JO0441  VERT ORDER      -  FIRST     CLASS II
 JO0441
 JO0441.The horizontal coordinates were scaled from a map and have
 JO0441.an estimated accuracy of +/- 6 seconds.
 JO0441
 JO0441.The orthometric height was determined by differential leveling and
 JO0441.adjusted by the NATIONAL GEODETIC SURVEY
 JO0441.in June 1991.
 JO0441
 JO0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0441.GEOID18 height accuracy estimate available here.
 JO0441
 JO0441.Click photographs - Photos may exist for this station.
 JO0441
 JO0441.The dynamic height is computed by dividing the NAVD 88
 JO0441.geopotential number by the normal gravity value computed on the
 JO0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0441.degrees latitude (g = 980.6199 gals.).
 JO0441
 JO0441.The modeled gravity was interpolated from observed gravity values.
 JO0441
 JO0441;                    North         East    Units  Estimated Accuracy
 JO0441;SPC UT S     - 3,205,760.      324,870.      MT  (+/- 180 meters Scaled)
 JO0441
 JO0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH813646(NAD 83)
 JO0441
 JO0441                          SUPERSEDED SURVEY CONTROL
 JO0441
 JO0441.No superseded survey control is available for this station.
 JO0441
 JO0441_MARKER: DB = BENCH MARK DISK
 JO0441_SETTING: 66 = SET IN ROCK OUTCROP
 JO0441_STAMPING: V 378 1984
 JO0441_MARK LOGO: NGS
 JO0441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0441+STABILITY: POSITION/ELEVATION WELL
 JO0441
 JO0441  HISTORY     - Date     Condition        Report By
 JO0441  HISTORY     - 1984     MONUMENTED       NGS
 JO0441
 JO0441                          STATION DESCRIPTION
 JO0441
 JO0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0441'47.3 KM (29.6 MI) WEST FROM MILFORD.
 JO0441'47.35 KM (29.6 MI) WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 JO0441'STATE HIGHWAY 257 AT MILFORD, IN TOP OF THE HIGHEST POINT OF A 4 BY 5
 JO0441'FOOT PORTION OF BLACK RYOLITE OUTCROP PROJECTING 0.5 FEET ABOVE THE
 JO0441'SURFACE OF THE GROUND, 0.3 KM (0.2 MI) SOUTHEAST OF MILEPOST 47,
 JO0441'19.3 METERS (63.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE AND
 JO0441'7.3 METERS (24 FT) SOUTHWEST OF THE TOP EDGE OF THE SOUTHWEST BANK OF
 JO0441'A DRY WASH.
 JO0441'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 JO0441'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0661 ***********************************************************************
 MS0661  DESIGNATION -  V 378 BE CO
 MS0661  PID         -  MS0661
 MS0661  STATE/COUNTY-  UT/BOX ELDER
 MS0661  COUNTRY     -  US
 MS0661  USGS QUAD   -  TERRACE MOUNTAIN WEST (2017)
 MS0661
 MS0661                         *CURRENT SURVEY CONTROL
 MS0661  ______________________________________________________________________
 MS0661* NAD 83(1986) POSITION- 41 29 37.     (N) 113 37 02.     (W)   SCALED
 MS0661* NAVD 88 ORTHO HEIGHT -  1441.632 (meters)     4729.75  (feet) ADJUSTED
 MS0661  ______________________________________________________________________
 MS0661  GEOID HEIGHT    -        -16.324 (meters)                     GEOID18
 MS0661  DYNAMIC HEIGHT  -       1440.616 (meters)     4726.42  (feet) COMP
 MS0661  MODELED GRAVITY -    979,867.5   (mgal)                       NAVD 88
 MS0661
 MS0661  VERT ORDER      -  FIRST     CLASS II
 MS0661
 MS0661.The horizontal coordinates were scaled from a map and have
 MS0661.an estimated accuracy of +/- 6 seconds.
 MS0661
 MS0661.The orthometric height was determined by differential leveling and
 MS0661.adjusted by the NATIONAL GEODETIC SURVEY
 MS0661.in June 1991.
 MS0661
 MS0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0661.GEOID18 height accuracy estimate available here.
 MS0661
 MS0661.Click photographs - Photos may exist for this station.
 MS0661
 MS0661.The dynamic height is computed by dividing the NAVD 88
 MS0661.geopotential number by the normal gravity value computed on the
 MS0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0661.degrees latitude (g = 980.6199 gals.).
 MS0661
 MS0661.The modeled gravity was interpolated from observed gravity values.
 MS0661
 MS0661;                    North         East    Units  Estimated Accuracy
 MS0661;SPC UT N     - 1,131,000.      323,230.      MT  (+/- 180 meters Scaled)
 MS0661
 MS0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL815968(NAD 83)
 MS0661
 MS0661                          SUPERSEDED SURVEY CONTROL
 MS0661
 MS0661.No superseded survey control is available for this station.
 MS0661
 MS0661_MARKER: DB = BENCH MARK DISK
 MS0661_SETTING: 66 = SET IN ROCK OUTCROP
 MS0661_STAMPING: V 378 1984
 MS0661_MARK LOGO: NGS
 MS0661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0661+STABILITY: POSITION/ELEVATION WELL
 MS0661
 MS0661  HISTORY     - Date     Condition        Report By
 MS0661  HISTORY     - 1984     MONUMENTED       NGS
 MS0661
 MS0661                          STATION DESCRIPTION
 MS0661
 MS0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0661'50.3 KM (31.2 MI) SW FROM PARK VALLEY.
 MS0661'50.26 KM (31.24 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0661'AT PARK VALLEY, IN TOP OF THE LOWER EDGE OF A 3 BY 7 FOOT PORTION OF
 MS0661'BROWN VOLCANIC OUTCROP PROJECTING 1 FOOT ABOVE THE SURFACE OF THE
 MS0661'GROUND, ON THE SOUTHEAST SLOPE OF A HILL, 0.78 KM (0.48 MI) SOUTHWEST
 MS0661'OF MILEPOST 25, 0.55 KM (0.34 MI) SOUTHWEST OF THE T JUNCTION OF A
 MS0661'DIRT ROAD LEADING EAST TO WATERCRESS, 25.32 KM (15.74 MI) EAST OF
 MS0661'GROUSE CREEK JUNCTION, 103.6 METERS (340 FT) NORTHWEST OF THE HIGHWAY
 MS0661'CENTERLINE AND 61.0 METERS (200 FT) NORTHWEST OF A POWER POLE.
 MS0661'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 MS0661'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0484 ***********************************************************************
 LN0484  DESIGNATION -  V 379
 LN0484  PID         -  LN0484
 LN0484  STATE/COUNTY-  UT/UINTAH
 LN0484  COUNTRY     -  US
 LN0484  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0484
 LN0484                         *CURRENT SURVEY CONTROL
 LN0484  ______________________________________________________________________
 LN0484* NAD 83(1986) POSITION- 40 39 24.     (N) 109 29 23.     (W)   SCALED
 LN0484* NAVD 88 ORTHO HEIGHT -  2350.995 (meters)     7713.22  (feet) ADJUSTED
 LN0484  ______________________________________________________________________
 LN0484  GEOID HEIGHT    -        -14.631 (meters)                     GEOID18
 LN0484  DYNAMIC HEIGHT  -       2348.689 (meters)     7705.66  (feet) COMP
 LN0484  MODELED GRAVITY -    979,558.4   (mgal)                       NAVD 88
 LN0484
 LN0484  VERT ORDER      -  FIRST     CLASS II
 LN0484
 LN0484.The horizontal coordinates were scaled from a map and have
 LN0484.an estimated accuracy of +/- 6 seconds.
 LN0484
 LN0484.The orthometric height was determined by differential leveling and
 LN0484.adjusted by the NATIONAL GEODETIC SURVEY
 LN0484.in June 1991.
 LN0484
 LN0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0484.GEOID18 height accuracy estimate available here.
 LN0484
 LN0484.Click photographs - Photos may exist for this station.
 LN0484
 LN0484.The dynamic height is computed by dividing the NAVD 88
 LN0484.geopotential number by the normal gravity value computed on the
 LN0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0484.degrees latitude (g = 980.6199 gals.).
 LN0484
 LN0484.The modeled gravity was interpolated from observed gravity values.
 LN0484
 LN0484;                    North         East    Units  Estimated Accuracy
 LN0484;SPC UT C     - 2,259,850.      670,000.      MT  (+/- 180 meters Scaled)
 LN0484
 LN0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL276017(NAD 83)
 LN0484
 LN0484                          SUPERSEDED SURVEY CONTROL
 LN0484
 LN0484.No superseded survey control is available for this station.
 LN0484
 LN0484_MARKER: DV = VERTICAL CONTROL DISK
 LN0484_SETTING: 66 = SET IN ROCK OUTCROP
 LN0484_STAMPING: V 379 1984
 LN0484_MARK LOGO: NGS
 LN0484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0484+STABILITY: POSITION/ELEVATION WELL
 LN0484
 LN0484  HISTORY     - Date     Condition        Report By
 LN0484  HISTORY     - 1984     MONUMENTED       NGS
 LN0484
 LN0484                          STATION DESCRIPTION
 LN0484
 LN0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0484'28.7 KM (17.85 MI) NORT FROM VERNAL.
 LN0484'28.7 KM (17.85 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0484'WITH U.S. HIGHWAY 40 IN VERNAL, SET IN THE NORTHERN 1/4 OF A 2 BY 10
 LN0484'FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, IN TOP OF THE SOUTHERN 1/4
 LN0484'OF A 10 BY 271 FOOT HIGHWAY CUT, 0.5 KM (0.3 MI) SOUTHWEST OF MILEPOST
 LN0484'219, 22.2 M (72.8 FT) NORTH OF THE SOUTH END OF THE HIGHWAY CUT, AND
 LN0484'9.8 M (32.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 LN0484'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LN0484'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0321 ***********************************************************************
 KO0321  DESIGNATION -  V 38
 KO0321  PID         -  KO0321
 KO0321  STATE/COUNTY-  UT/MILLARD
 KO0321  COUNTRY     -  US
 KO0321  USGS QUAD   -  MILLER COVE (2017)
 KO0321
 KO0321                         *CURRENT SURVEY CONTROL
 KO0321  ______________________________________________________________________
 KO0321* NAD 83(1986) POSITION- 39 14 55.     (N) 113 15 34.     (W)   SCALED
 KO0321* NAVD 88 ORTHO HEIGHT -  1672.787 (meters)     5488.14  (feet) ADJUSTED
 KO0321  ______________________________________________________________________
 KO0321  GEOID HEIGHT    -        -19.755 (meters)                     GEOID18
 KO0321  DYNAMIC HEIGHT  -       1671.158 (meters)     5482.79  (feet) COMP
 KO0321  MODELED GRAVITY -    979,594.2   (mgal)                       NAVD 88
 KO0321
 KO0321  VERT ORDER      -  SECOND    CLASS 0
 KO0321
 KO0321.The horizontal coordinates were scaled from a map and have
 KO0321.an estimated accuracy of +/- 6 seconds.
 KO0321
 KO0321.The orthometric height was determined by differential leveling and
 KO0321.adjusted by the NATIONAL GEODETIC SURVEY
 KO0321.in June 1991.
 KO0321
 KO0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0321.GEOID18 height accuracy estimate available here.
 KO0321
 KO0321.Click photographs - Photos may exist for this station.
 KO0321
 KO0321.The dynamic height is computed by dividing the NAVD 88
 KO0321.geopotential number by the normal gravity value computed on the
 KO0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0321.degrees latitude (g = 980.6199 gals.).
 KO0321
 KO0321.The modeled gravity was interpolated from observed gravity values.
 KO0321
 KO0321;                    North         East    Units  Estimated Accuracy
 KO0321;SPC UT C     - 2,103,110.      348,140.      MT  (+/- 180 meters Scaled)
 KO0321
 KO0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ050467(NAD 83)
 KO0321
 KO0321                          SUPERSEDED SURVEY CONTROL
 KO0321
 KO0321  NGVD 29 (??/??/92) 1671.625  (m)         5484.32   (f) ADJ UNCH    2 0
 KO0321
 KO0321.Superseded values are not recommended for survey control.
 KO0321
 KO0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0321.See file dsdata.pdf to determine how the superseded data were derived.
 KO0321
 KO0321_MARKER: DB = BENCH MARK DISK
 KO0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0321_STAMPING: V-38 1934
 KO0321_MARK LOGO: CGS
 KO0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0321+STABILITY: SURFACE MOTION
 KO0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0321+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2021
 KO0321
 KO0321  HISTORY     - Date     Condition        Report By
 KO0321  HISTORY     - 1934     MONUMENTED       CGS
 KO0321  HISTORY     - 1958     GOOD             USGS
 KO0321  HISTORY     - 20210623 GOOD             NGSTM
 KO0321
 KO0321                          STATION DESCRIPTION
 KO0321
 KO0321'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 KO0321'31.5 MI W FROM HINCKLEY.
 KO0321'31.5 MILES WEST ALONG OLD HIGHWAY 6 FROM HINCKELY UTAH MILLARD COUNTY
 KO0321'40 FEET NORTH OF CENTER LINE OF ROAD AND 600 FEET WEST OF A CURVE
 KO0321'AROUND A LARGE ROUND HILL.  A STANDARD DISK STAMPED V 38 1934 AND SET
 KO0321'IN THE TOP OF A CONCRETE POST.
 KO0321
 KO0321                          STATION RECOVERY (2021)
 KO0321
 KO0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2021 (DW)
 KO0321'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0605 ***********************************************************************
 MS0605  DESIGNATION -  V 380
 MS0605  PID         -  MS0605
 MS0605  STATE/COUNTY-  UT/BOX ELDER
 MS0605  COUNTRY     -  US
 MS0605  USGS QUAD   -  MONUMENT POINT (2017)
 MS0605
 MS0605                         *CURRENT SURVEY CONTROL
 MS0605  ______________________________________________________________________
 MS0605* NAD 83(1986) POSITION- 41 42 20.     (N) 112 50 33.     (W)   SCALED
 MS0605* NAVD 88 ORTHO HEIGHT -  1294.179 (meters)     4245.99  (feet) ADJUSTED
 MS0605  ______________________________________________________________________
 MS0605  GEOID HEIGHT    -        -15.689 (meters)                     GEOID18
 MS0605  DYNAMIC HEIGHT  -       1293.330 (meters)     4243.20  (feet) COMP
 MS0605  MODELED GRAVITY -    979,921.4   (mgal)                       NAVD 88
 MS0605
 MS0605  VERT ORDER      -  FIRST     CLASS II
 MS0605
 MS0605.The horizontal coordinates were scaled from a map and have
 MS0605.an estimated accuracy of +/- 6 seconds.
 MS0605
 MS0605.The orthometric height was determined by differential leveling and
 MS0605.adjusted by the NATIONAL GEODETIC SURVEY
 MS0605.in June 1991.
 MS0605
 MS0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0605.GEOID18 height accuracy estimate available here.
 MS0605
 MS0605.Click photographs - Photos may exist for this station.
 MS0605
 MS0605.The dynamic height is computed by dividing the NAVD 88
 MS0605.geopotential number by the normal gravity value computed on the
 MS0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0605.degrees latitude (g = 980.6199 gals.).
 MS0605
 MS0605.The modeled gravity was interpolated from observed gravity values.
 MS0605
 MS0605;                    North         East    Units  Estimated Accuracy
 MS0605;SPC UT N     - 1,153,250.      388,270.      MT  (+/- 180 meters Scaled)
 MS0605
 MS0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM467187(NAD 83)
 MS0605
 MS0605                          SUPERSEDED SURVEY CONTROL
 MS0605
 MS0605.No superseded survey control is available for this station.
 MS0605
 MS0605_MARKER: DB = BENCH MARK DISK
 MS0605_SETTING: 66 = SET IN ROCK OUTCROP
 MS0605_STAMPING: V 380 1984
 MS0605_MARK LOGO: NGS
 MS0605_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0605+STABILITY: POSITION/ELEVATION WELL
 MS0605
 MS0605  HISTORY     - Date     Condition        Report By
 MS0605  HISTORY     - 1984     MONUMENTED       NGS
 MS0605
 MS0605                          STATION DESCRIPTION
 MS0605
 MS0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0605'31.8 KM (19.8 MI) NW FROM PROMONTORY.
 MS0605'1.58 KM (0.98 MI) NORTH ALONG A PAVED ROAD FROM THE GOLDEN SPIKE
 MS0605'MONUMENT IN PROMONTORY, THENCE 30.26 KM (18.81 MI) WEST ALONG A GRAVEL
 MS0605'ROAD, IN TOP OF THE SOUTH EDGE OF A 6- BY 7-FOOT PORTION OF OUTCROP,
 MS0605'AT THE NORTH EDGE OF A SMALL GROUP OF OUTCROPS, 0.26 KM (0.16 MI)
 MS0605'NORTHEAST OF MONUMENT POINT, 22.3 METERS (73 FT) WEST OF THE CENTER OF
 MS0605'THE ROAD.
 MS0605'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 MS0605'THE MARK IS 1.0 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AE4648 ***********************************************************************
 AE4648  DESIGNATION -  V 383
 AE4648  PID         -  AE4648
 AE4648  STATE/COUNTY-  UT/SALT LAKE
 AE4648  COUNTRY     -  US
 AE4648  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 AE4648
 AE4648                         *CURRENT SURVEY CONTROL
 AE4648  ______________________________________________________________________
 AE4648* NAD 83(1986) POSITION- 40 41 59.     (N) 111 54 14.     (W)   SCALED
 AE4648* NAVD 88 ORTHO HEIGHT -  1295.238 (meters)     4249.46  (feet) ADJUSTED
 AE4648  ______________________________________________________________________
 AE4648  GEOID HEIGHT    -        -17.011 (meters)                     GEOID18
 AE4648  DYNAMIC HEIGHT  -       1294.200 (meters)     4246.05  (feet) COMP
 AE4648  MODELED GRAVITY -    979,779.1   (mgal)                       NAVD 88
 AE4648
 AE4648  VERT ORDER      -  FIRST     CLASS II
 AE4648
 AE4648.The horizontal coordinates were scaled from a map and have
 AE4648.an estimated accuracy of +/- 6 seconds.
 AE4648
 AE4648.The orthometric height was determined by differential leveling and
 AE4648.adjusted by the NATIONAL GEODETIC SURVEY
 AE4648.in July 2002.
 AE4648
 AE4648.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4648.GEOID18 height accuracy estimate available here.
 AE4648
 AE4648.Click photographs - Photos may exist for this station.
 AE4648
 AE4648.The dynamic height is computed by dividing the NAVD 88
 AE4648.geopotential number by the normal gravity value computed on the
 AE4648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4648.degrees latitude (g = 980.6199 gals.).
 AE4648
 AE4648.The modeled gravity was interpolated from observed gravity values.
 AE4648
 AE4648;                    North         East    Units  Estimated Accuracy
 AE4648;SPC UT C     - 2,262,800.      465,870.      MT  (+/- 180 meters Scaled)
 AE4648
 AE4648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL236058(NAD 83)
 AE4648
 AE4648                          SUPERSEDED SURVEY CONTROL
 AE4648
 AE4648.No superseded survey control is available for this station.
 AE4648
 AE4648_MARKER: DV = VERTICAL CONTROL DISK
 AE4648_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE4648_SP_SET: OVERPASS ABUTMENT
 AE4648_STAMPING: V 383 1997
 AE4648_MARK LOGO: NGS
 AE4648_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4648+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4648
 AE4648  HISTORY     - Date     Condition        Report By
 AE4648  HISTORY     - 1997     MONUMENTED       NGS
 AE4648
 AE4648                          STATION DESCRIPTION
 AE4648
 AE4648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4648'IN SOUTH SALT LAKE CITY, AT THE INTERSECTION OF 3300 SOUTH STREET AND
 AE4648'THE UNION PACIFIC RAILROAD, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE
 AE4648'EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OF
 AE4648'THE STREET, 22.3 M (73.2 FT) SOUTH OF THE CENTER OF THE EASTBOUND
 AE4648'LANES OF THE STREET, 2.7 M (8.9 FT) NORTH OF THE SOUTH END OF THE
 AE4648'BRIDGE RAIL, 1.4 M (4.6 FT) EAST OF THE NEAR RAIL, AND 0.3 M (1.0 FT)
 AE4648'BELOW THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0438 ***********************************************************************
 LN0438  DESIGNATION -  V 385
 LN0438  PID         -  LN0438
 LN0438  STATE/COUNTY-  UT/DAGGETT
 LN0438  COUNTRY     -  US
 LN0438  USGS QUAD   -  MANILA (2017)
 LN0438
 LN0438                         *CURRENT SURVEY CONTROL
 LN0438  ______________________________________________________________________
 LN0438* NAD 83(1986) POSITION- 40 53 43.     (N) 109 42 58.     (W)   SCALED
 LN0438* NAVD 88 ORTHO HEIGHT -  2320.522 (meters)     7613.25  (feet) ADJUSTED
 LN0438  ______________________________________________________________________
 LN0438  GEOID HEIGHT    -        -13.365 (meters)                     GEOID18
 LN0438  DYNAMIC HEIGHT  -       2318.330 (meters)     7606.05  (feet) COMP
 LN0438  MODELED GRAVITY -    979,595.3   (mgal)                       NAVD 88
 LN0438
 LN0438  VERT ORDER      -  FIRST     CLASS II
 LN0438
 LN0438.The horizontal coordinates were scaled from a map and have
 LN0438.an estimated accuracy of +/- 6 seconds.
 LN0438
 LN0438.The orthometric height was determined by differential leveling and
 LN0438.adjusted by the NATIONAL GEODETIC SURVEY
 LN0438.in June 1991.
 LN0438
 LN0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0438.GEOID18 height accuracy estimate available here.
 LN0438
 LN0438.Click photographs - Photos may exist for this station.
 LN0438
 LN0438.The dynamic height is computed by dividing the NAVD 88
 LN0438.geopotential number by the normal gravity value computed on the
 LN0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0438.degrees latitude (g = 980.6199 gals.).
 LN0438
 LN0438.The modeled gravity was interpolated from observed gravity values.
 LN0438
 LN0438;                    North         East    Units  Estimated Accuracy
 LN0438;SPC UT N     - 1,063,950.      650,310.      MT  (+/- 180 meters Scaled)
 LN0438
 LN0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL081279(NAD 83)
 LN0438
 LN0438                          SUPERSEDED SURVEY CONTROL
 LN0438
 LN0438.No superseded survey control is available for this station.
 LN0438
 LN0438_MARKER: DV = VERTICAL CONTROL DISK
 LN0438_SETTING: 66 = SET IN ROCK OUTCROP
 LN0438_STAMPING: V 385 1984
 LN0438_MARK LOGO: NGS
 LN0438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0438+STABILITY: POSITION/ELEVATION WELL
 LN0438
 LN0438  HISTORY     - Date     Condition        Report By
 LN0438  HISTORY     - 1984     MONUMENTED       NGS
 LN0438
 LN0438                          STATION DESCRIPTION
 LN0438
 LN0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0438'19.2 KM (11.95 MI) SOUT FROM MANILA.
 LN0438'19.2 KM (11.95 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0438'WITH STATE HIGHWAY 43 IN MANILA, 1.4 KM (0.85 MI) SOUTHERLY OF A PAVED
 LN0438'ROAD LEADING TO A VIEW AREA, IN AN EXPOSED AREA OF BEDROCK, IN ABOUT
 LN0438'THE CENTER OF THE WESTERN 1/4 OF A HIGHWAY CUT, 98.0 M (321.5 FT) EAST
 LN0438'OF THE WEST END OF THE CUT, 21.6 M (70.9 FT) NORTH-NORTHEAST OF
 LN0438'MILEPOST 16, AND 12.4 M (40.7 FT) NORTH OF THE CENTERLINE OF THE
 LN0438'HIGHWAY.
 LN0438'THE MARK IS 0.6 METERS  E FROM  A WITNESS POST
 LN0438'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0460 ***********************************************************************
 LN0460  DESIGNATION -  V 386
 LN0460  PID         -  LN0460
 LN0460  STATE/COUNTY-  UT/DAGGETT
 LN0460  COUNTRY     -  US
 LN0460  USGS QUAD   -  MOUNT LENA (2017)
 LN0460
 LN0460                         *CURRENT SURVEY CONTROL
 LN0460  ______________________________________________________________________
 LN0460* NAD 83(1986) POSITION- 40 51 57.0    (N) 109 29 12.3    (W)   HD_HELD2
 LN0460* NAVD 88 ORTHO HEIGHT -  2274.615 (meters)     7462.63  (feet) ADJUSTED
 LN0460  ______________________________________________________________________
 LN0460  GEOID HEIGHT    -        -13.715 (meters)                     GEOID18
 LN0460  DYNAMIC HEIGHT  -       2272.487 (meters)     7455.65  (feet) COMP
 LN0460  MODELED GRAVITY -    979,606.1   (mgal)                       NAVD 88
 LN0460
 LN0460  VERT ORDER      -  FIRST     CLASS II
 LN0460
 LN0460.The horizontal coordinates were established by autonomous hand held GPS
 LN0460.observations and have an estimated accuracy of +/- 10 meters.
 LN0460
 LN0460.The orthometric height was determined by differential leveling and
 LN0460.adjusted by the NATIONAL GEODETIC SURVEY
 LN0460.in June 1991.
 LN0460
 LN0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0460.GEOID18 height accuracy estimate available here.
 LN0460
 LN0460.Click photographs - Photos may exist for this station.
 LN0460
 LN0460.The dynamic height is computed by dividing the NAVD 88
 LN0460.geopotential number by the normal gravity value computed on the
 LN0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0460.degrees latitude (g = 980.6199 gals.).
 LN0460
 LN0460.The modeled gravity was interpolated from observed gravity values.
 LN0460
 LN0460;                    North         East    Units  Estimated Accuracy
 LN0460;SPC UT N     - 1,061,100.      669,709.      MT  (+/- 10 meters HH2 GPS)
 LN0460
 LN0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL2752624965(NAD 83)
 LN0460
 LN0460                          SUPERSEDED SURVEY CONTROL
 LN0460
 LN0460.No superseded survey control is available for this station.
 LN0460
 LN0460_MARKER: I = METAL ROD
 LN0460_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0460+WITH SETTING: INFORMATION.
 LN0460_STAMPING: V 386 1984
 LN0460_MARK LOGO: NGS
 LN0460_PROJECTION: FLUSH
 LN0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0460_ROD/PIPE-DEPTH: 1.3 meters
 LN0460
 LN0460  HISTORY     - Date     Condition        Report By
 LN0460  HISTORY     - 1984     MONUMENTED       NGS
 LN0460
 LN0460                          STATION DESCRIPTION
 LN0460
 LN0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0460'43.9 KM (27.25 MI) SOUT FROM MANILA.
 LN0460'43.9 KM (27.25 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0460'WITH STATE HIGHWAY 43 IN MANILA, 0.4 KM (0.25 MI) NORTHWEST OF U.S.
 LN0460'HIGHWAY 191, 0.3 KM (0.2 MI) NORTHWEST OF MILEPOST 0, 28.3 M (92.8 FT)
 LN0460'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 27.4 M (89.9 FT)
 LN0460'SOUTHEAST OF THE CENTER OF A PAVED ROAD ENTRANCE ROAD INTO A PARK
 LN0460'MAINTENANCE YARD.  NOTE=REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE
 LN0460'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LN0460'THE MARK IS 0.1 METERS  NE FROM  A WITNESS POST
 LN0460'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0060 ***********************************************************************
 KN0060  DESIGNATION -  V 39
 KN0060  PID         -  KN0060
 KN0060  STATE/COUNTY-  UT/EMERY
 KN0060  COUNTRY     -  US
 KN0060  USGS QUAD   -  BOB HILL KNOLL (2017)
 KN0060
 KN0060                         *CURRENT SURVEY CONTROL
 KN0060  ______________________________________________________________________
 KN0060* NAD 83(1986) POSITION- 39 10 08.     (N) 110 42 02.     (W)   SCALED
 KN0060* NAVD 88 ORTHO HEIGHT -  1801.112 (meters)     5909.15  (feet) ADJUSTED
 KN0060  ______________________________________________________________________
 KN0060  GEOID HEIGHT    -        -18.219 (meters)                     GEOID18
 KN0060  DYNAMIC HEIGHT  -       1799.268 (meters)     5903.10  (feet) COMP
 KN0060  MODELED GRAVITY -    979,539.4   (mgal)                       NAVD 88
 KN0060
 KN0060  VERT ORDER      -  SECOND    CLASS 0
 KN0060
 KN0060.The horizontal coordinates were scaled from a map and have
 KN0060.an estimated accuracy of +/- 6 seconds.
 KN0060
 KN0060.The orthometric height was determined by differential leveling and
 KN0060.adjusted by the NATIONAL GEODETIC SURVEY
 KN0060.in June 1991.
 KN0060
 KN0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0060.GEOID18 height accuracy estimate available here.
 KN0060
 KN0060.Click photographs - Photos may exist for this station.
 KN0060
 KN0060.The dynamic height is computed by dividing the NAVD 88
 KN0060.geopotential number by the normal gravity value computed on the
 KN0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0060.degrees latitude (g = 980.6199 gals.).
 KN0060
 KN0060.The modeled gravity was interpolated from observed gravity values.
 KN0060
 KN0060;                    North         East    Units  Estimated Accuracy
 KN0060;SPC UT C     - 2,093,070.      569,090.      MT  (+/- 180 meters Scaled)
 KN0060
 KN0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ258355(NAD 83)
 KN0060
 KN0060                          SUPERSEDED SURVEY CONTROL
 KN0060
 KN0060  NGVD 29 (??/??/92) 1800.019  (m)         5905.56   (f) ADJ UNCH    2 0
 KN0060
 KN0060.Superseded values are not recommended for survey control.
 KN0060
 KN0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0060.See file dsdata.pdf to determine how the superseded data were derived.
 KN0060
 KN0060_MARKER: DB = BENCH MARK DISK
 KN0060_SETTING: 66 = SET IN ROCK OUTCROP
 KN0060_STAMPING: V 39 1934
 KN0060_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0060+STABILITY: POSITION/ELEVATION WELL
 KN0060
 KN0060  HISTORY     - Date     Condition        Report By
 KN0060  HISTORY     - 1934     MONUMENTED       CGS
 KN0060  HISTORY     - 1970     GOOD             USGS
 KN0060
 KN0060                          STATION DESCRIPTION
 KN0060
 KN0060'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KN0060'19.7 MI E FROM CASTLE DALE.
 KN0060'CASTLE DALE, 1.6 MI. NE. OF, VIA STATE HIGHWAY 10, THENCE 19.2 MI. E.
 KN0060'0.2 MI. E. OF A ROAD FORK SOUTH.  300 FT. S.E. OF W. 1/4 COR.S16/
 KN0060'T19S/R11E.  36 FT. S. OF CENTERLINE OF RD.  SET IN THE TOP OF A ROCK
 KN0060'OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0239 ***********************************************************************
 KN0239  DESIGNATION -  V 41
 KN0239  PID         -  KN0239
 KN0239  STATE/COUNTY-  UT/SANPETE
 KN0239  COUNTRY     -  US
 KN0239  USGS QUAD   -  EPHRAIM (2017)
 KN0239
 KN0239                         *CURRENT SURVEY CONTROL
 KN0239  ______________________________________________________________________
 KN0239* NAD 83(1986) POSITION- 39 20 14.     (N) 111 31 20.     (W)   SCALED
 KN0239* NAVD 88 ORTHO HEIGHT -  2081.787 (meters)     6830.00  (feet) ADJUSTED
 KN0239  ______________________________________________________________________
 KN0239  GEOID HEIGHT    -        -16.909 (meters)                     GEOID18
 KN0239  DYNAMIC HEIGHT  -       2079.538 (meters)     6822.62  (feet) COMP
 KN0239  MODELED GRAVITY -    979,472.2   (mgal)                       NAVD 88
 KN0239
 KN0239  VERT ORDER      -  SECOND    CLASS 0
 KN0239
 KN0239.The horizontal coordinates were scaled from a map and have
 KN0239.an estimated accuracy of +/- 6 seconds.
 KN0239
 KN0239.The orthometric height was determined by differential leveling and
 KN0239.adjusted by the NATIONAL GEODETIC SURVEY
 KN0239.in June 1991.
 KN0239
 KN0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0239.GEOID18 height accuracy estimate available here.
 KN0239
 KN0239.Click photographs - Photos may exist for this station.
 KN0239
 KN0239.The dynamic height is computed by dividing the NAVD 88
 KN0239.geopotential number by the normal gravity value computed on the
 KN0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0239.degrees latitude (g = 980.6199 gals.).
 KN0239
 KN0239.The modeled gravity was interpolated from observed gravity values.
 KN0239
 KN0239;                    North         East    Units  Estimated Accuracy
 KN0239;SPC UT C     - 2,111,450.      498,080.      MT  (+/- 180 meters Scaled)
 KN0239
 KN0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ549543(NAD 83)
 KN0239
 KN0239                          SUPERSEDED SURVEY CONTROL
 KN0239
 KN0239  NGVD 29 (??/??/92) 2080.536  (m)         6825.89   (f) ADJ UNCH    2 0
 KN0239
 KN0239.Superseded values are not recommended for survey control.
 KN0239
 KN0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0239.See file dsdata.pdf to determine how the superseded data were derived.
 KN0239
 KN0239_MARKER: DB = BENCH MARK DISK
 KN0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0239_STAMPING: V 41 1934
 KN0239_MARK LOGO: CGS
 KN0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0239+STABILITY: SURFACE MOTION
 KN0239
 KN0239  HISTORY     - Date     Condition        Report By
 KN0239  HISTORY     - 1934     MONUMENTED       CGS
 KN0239  HISTORY     - 1966     GOOD             USGS
 KN0239
 KN0239                          STATION DESCRIPTION
 KN0239
 KN0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0239'5.1 MI E FROM EPHRAIM.
 KN0239'ABOUT 5.1 MILES EAST ALONG STATE HIGHWAY 29 FROM THE BANK OF EPHRAIM
 KN0239'AT EPHRAIM, SANPETE COUNTY, ABOUT 250 FEET NORTHEAST OF A POWER PLANT,
 KN0239'ABOUT 125 FEET NORTHEAST OF A GATE ACROSS THE HIGHWAY ENTERING THE
 KN0239'MANTI NATIONAL FOREST, 28 FEET NORTH OF THE CENTER LINE OF THE
 KN0239'HIGHWAY, AND 12 FEET NORTHWEST OF A MANTI NATIONAL FOREST SIGN.  A
 KN0239'STANDARD DISK, STAMPED V 41 1934 AND SET IN THE TOP OF A CONCRETE
 KN0239'POST.  NOTE-- CORNER OF POST IS CRUMBLING AND POST IS PROTRUDING ABOUT
 KN0239'2 FEET ABOVE GROUND ON A STEEP CUT BANK.  POST IS SOLID IN PLACE BUT
 KN0239'FURTHER EROSION WOULD LOOSEN IT.  DISC SOLID IN POST.
 KN0239
 KN0239                          STATION RECOVERY (1966)
 KN0239
 KN0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0239'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0183 ***********************************************************************
 KN0183  DESIGNATION -  V 42
 KN0183  PID         -  KN0183
 KN0183  STATE/COUNTY-  UT/SANPETE
 KN0183  COUNTRY     -  US
 KN0183  USGS QUAD   -  MOUNT PLEASANT (2017)
 KN0183
 KN0183                         *CURRENT SURVEY CONTROL
 KN0183  ______________________________________________________________________
 KN0183* NAD 83(1986) POSITION- 39 34 10.     (N) 111 27 26.     (W)   SCALED
 KN0183* NAVD 88 ORTHO HEIGHT -  1783.394 (meters)     5851.02  (feet) ADJUSTED
 KN0183  ______________________________________________________________________
 KN0183  GEOID HEIGHT    -        -16.987 (meters)                     GEOID18
 KN0183  DYNAMIC HEIGHT  -       1781.591 (meters)     5845.10  (feet) COMP
 KN0183  MODELED GRAVITY -    979,552.6   (mgal)                       NAVD 88
 KN0183
 KN0183  VERT ORDER      -  SECOND    CLASS 0
 KN0183
 KN0183.The horizontal coordinates were scaled from a map and have
 KN0183.an estimated accuracy of +/- 6 seconds.
 KN0183
 KN0183.The orthometric height was determined by differential leveling and
 KN0183.adjusted by the NATIONAL GEODETIC SURVEY
 KN0183.in June 1991.
 KN0183
 KN0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0183.GEOID18 height accuracy estimate available here.
 KN0183
 KN0183.Click photographs - Photos may exist for this station.
 KN0183
 KN0183.The dynamic height is computed by dividing the NAVD 88
 KN0183.geopotential number by the normal gravity value computed on the
 KN0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0183.degrees latitude (g = 980.6199 gals.).
 KN0183
 KN0183.The modeled gravity was interpolated from observed gravity values.
 KN0183
 KN0183;                    North         East    Units  Estimated Accuracy
 KN0183;SPC UT C     - 2,137,230.      503,680.      MT  (+/- 180 meters Scaled)
 KN0183
 KN0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ607800(NAD 83)
 KN0183
 KN0183                          SUPERSEDED SURVEY CONTROL
 KN0183
 KN0183  NGVD 29 (??/??/92) 1782.242  (m)         5847.24   (f) ADJ UNCH    2 0
 KN0183
 KN0183.Superseded values are not recommended for survey control.
 KN0183
 KN0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0183.See file dsdata.pdf to determine how the superseded data were derived.
 KN0183
 KN0183_MARKER: DB = BENCH MARK DISK
 KN0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0183_STAMPING: V 42 1934
 KN0183_MARK LOGO: CGS
 KN0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0183+STABILITY: SURFACE MOTION
 KN0183
 KN0183  HISTORY     - Date     Condition        Report By
 KN0183  HISTORY     - 1934     MONUMENTED       CGS
 KN0183
 KN0183                          STATION DESCRIPTION
 KN0183
 KN0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0183'1.6 MI N FROM MOUNT PLEASANT.
 KN0183'ABOUT 1.6 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0183'FROM THE STATION AT MOUNT PLEASANT, SANPETE COUNTY, AT MILEPOST 37, 30
 KN0183'FEET SOUTH OF AN IRRIGATION DITCH, ABOUT 125 FEET EAST OF THE TRACK,
 KN0183'AND IN LINE WITH A FENCE.  A STANDARD DISK, STAMPED V 42 1934 AND SET
 KN0183'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0285 ***********************************************************************
 KN0285  DESIGNATION -  V 43
 KN0285  PID         -  KN0285
 KN0285  STATE/COUNTY-  UT/SANPETE
 KN0285  COUNTRY     -  US
 KN0285  USGS QUAD   -  CHESTER (2017)
 KN0285
 KN0285                         *CURRENT SURVEY CONTROL
 KN0285  ______________________________________________________________________
 KN0285* NAD 83(1986) POSITION- 39 28 32.     (N) 111 34 57.     (W)   SCALED
 KN0285* NAVD 88 ORTHO HEIGHT -  1672.455 (meters)     5487.05  (feet) ADJUSTED
 KN0285  ______________________________________________________________________
 KN0285  GEOID HEIGHT    -        -17.510 (meters)                     GEOID18
 KN0285  DYNAMIC HEIGHT  -       1670.766 (meters)     5481.50  (feet) COMP
 KN0285  MODELED GRAVITY -    979,558.8   (mgal)                       NAVD 88
 KN0285
 KN0285  VERT ORDER      -  SECOND    CLASS 0
 KN0285
 KN0285.The horizontal coordinates were scaled from a map and have
 KN0285.an estimated accuracy of +/- 6 seconds.
 KN0285
 KN0285.The orthometric height was determined by differential leveling and
 KN0285.adjusted by the NATIONAL GEODETIC SURVEY
 KN0285.in June 1991.
 KN0285
 KN0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0285.GEOID18 height accuracy estimate available here.
 KN0285
 KN0285.Click photographs - Photos may exist for this station.
 KN0285
 KN0285.The dynamic height is computed by dividing the NAVD 88
 KN0285.geopotential number by the normal gravity value computed on the
 KN0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0285.degrees latitude (g = 980.6199 gals.).
 KN0285
 KN0285.The modeled gravity was interpolated from observed gravity values.
 KN0285
 KN0285;                    North         East    Units  Estimated Accuracy
 KN0285;SPC UT C     - 2,126,810.      492,900.      MT  (+/- 180 meters Scaled)
 KN0285
 KN0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ498697(NAD 83)
 KN0285
 KN0285                          SUPERSEDED SURVEY CONTROL
 KN0285
 KN0285  NGVD 29 (??/??/92) 1671.275  (m)         5483.17   (f) ADJ UNCH    2 0
 KN0285
 KN0285.Superseded values are not recommended for survey control.
 KN0285
 KN0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0285.See file dsdata.pdf to determine how the superseded data were derived.
 KN0285
 KN0285_MARKER: DB = BENCH MARK DISK
 KN0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0285_STAMPING: V 43 1934
 KN0285_MARK LOGO: CGS
 KN0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0285+STABILITY: SURFACE MOTION
 KN0285
 KN0285  HISTORY     - Date     Condition        Report By
 KN0285  HISTORY     - 1934     MONUMENTED       CGS
 KN0285
 KN0285                          STATION DESCRIPTION
 KN0285
 KN0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0285'3.2 MI S FROM MORONI.
 KN0285'ABOUT 3.2 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0285'FROM THE STATION AT MORONI, SANPETE COUNTY, AT THE SIDING AT CHESTER,
 KN0285'NEAR MILEPOST N 27, ABOUT 120 FEET SOUTH OF THE CENTER OF A CROSSING,
 KN0285'ABOUT 105 FEET WEST OF THE TRACK, AND IN LINE WITH A ROW OF POLES. A
 KN0285'STANDARD DISK, STAMPED V 43 1934 AND SET IN THE TOP OF A CONCRETE
 KN0285'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0161 ***********************************************************************
 KO0161  DESIGNATION -  V 45
 KO0161  PID         -  KO0161
 KO0161  STATE/COUNTY-  UT/MILLARD
 KO0161  COUNTRY     -  US
 KO0161  USGS QUAD   -  MCCORNICK (2017)
 KO0161
 KO0161                         *CURRENT SURVEY CONTROL
 KO0161  ______________________________________________________________________
 KO0161* NAD 83(1986) POSITION- 39 11 41.     (N) 112 23 40.     (W)   SCALED
 KO0161* NAVD 88 ORTHO HEIGHT -  1450.904 (meters)     4760.17  (feet) ADJUSTED
 KO0161  ______________________________________________________________________
 KO0161  GEOID HEIGHT    -        -18.908 (meters)                     GEOID18
 KO0161  DYNAMIC HEIGHT  -       1449.563 (meters)     4755.77  (feet) COMP
 KO0161  MODELED GRAVITY -    979,652.1   (mgal)                       NAVD 88
 KO0161
 KO0161  VERT ORDER      -  SECOND    CLASS 0
 KO0161
 KO0161.The horizontal coordinates were scaled from a map and have
 KO0161.an estimated accuracy of +/- 6 seconds.
 KO0161
 KO0161.The orthometric height was determined by differential leveling and
 KO0161.adjusted by the NATIONAL GEODETIC SURVEY
 KO0161.in June 1991.
 KO0161
 KO0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0161.GEOID18 height accuracy estimate available here.
 KO0161
 KO0161.Click photographs - Photos may exist for this station.
 KO0161
 KO0161.The dynamic height is computed by dividing the NAVD 88
 KO0161.geopotential number by the normal gravity value computed on the
 KO0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0161.degrees latitude (g = 980.6199 gals.).
 KO0161
 KO0161.The modeled gravity was interpolated from observed gravity values.
 KO0161
 KO0161;                    North         East    Units  Estimated Accuracy
 KO0161;SPC UT C     - 2,096,020.      422,740.      MT  (+/- 180 meters Scaled)
 KO0161
 KO0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ795393(NAD 83)
 KO0161
 KO0161                          SUPERSEDED SURVEY CONTROL
 KO0161
 KO0161  NGVD 29 (??/??/92) 1449.826  (m)         4756.64   (f) ADJ UNCH    2 0
 KO0161
 KO0161.Superseded values are not recommended for survey control.
 KO0161
 KO0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0161.See file dsdata.pdf to determine how the superseded data were derived.
 KO0161
 KO0161_MARKER: DB = BENCH MARK DISK
 KO0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0161_STAMPING: V 45 1934
 KO0161_MARK LOGO: CGS
 KO0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0161+STABILITY: SURFACE MOTION
 KO0161
 KO0161  HISTORY     - Date     Condition        Report By
 KO0161  HISTORY     - 1934     MONUMENTED       CGS
 KO0161
 KO0161                          STATION DESCRIPTION
 KO0161
 KO0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0161'16.2 MI SE FROM DELTA.
 KO0161'ABOUT 16.2 MILES SOUTHEAST ALONG THE LOS ANGELES AND SALT LAKE
 KO0161'RAILROAD FROM THE COMMUNITY BUILDING AT DELTA, MILLARD COUNTY, 20 FEET
 KO0161'SOUTH OF MILEPOST 16, AND 48 FEET EAST OF THE CENTER LINE OF THE
 KO0161'TRACK.  A STANDARD DISK, STAMPED V 45 1934 AND SET IN THE TOP OF A
 KO0161'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0241 ***********************************************************************
 JN0241  DESIGNATION -  V 46
 JN0241  PID         -  JN0241
 JN0241  STATE/COUNTY-  UT/PIUTE
 JN0241  COUNTRY     -  US
 JN0241  USGS QUAD   -  GREENWICH (2017)
 JN0241
 JN0241                         *CURRENT SURVEY CONTROL
 JN0241  ______________________________________________________________________
 JN0241* NAD 83(1986) POSITION- 38 25 48.     (N) 111 55 22.     (W)   SCALED
 JN0241* NAVD 88 ORTHO HEIGHT -  2085.043 (meters)     6840.68  (feet) ADJUSTED
 JN0241  ______________________________________________________________________
 JN0241  GEOID HEIGHT    -        -18.115 (meters)                     GEOID18
 JN0241  DYNAMIC HEIGHT  -       2082.610 (meters)     6832.70  (feet) COMP
 JN0241  MODELED GRAVITY -    979,387.2   (mgal)                       NAVD 88
 JN0241
 JN0241  VERT ORDER      -  SECOND    CLASS 0
 JN0241
 JN0241.The horizontal coordinates were scaled from a map and have
 JN0241.an estimated accuracy of +/- 6 seconds.
 JN0241
 JN0241.The orthometric height was determined by differential leveling and
 JN0241.adjusted by the NATIONAL GEODETIC SURVEY
 JN0241.in June 1991.
 JN0241
 JN0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0241.GEOID18 height accuracy estimate available here.
 JN0241
 JN0241.Click photographs - Photos may exist for this station.
 JN0241
 JN0241.The dynamic height is computed by dividing the NAVD 88
 JN0241.geopotential number by the normal gravity value computed on the
 JN0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0241.degrees latitude (g = 980.6199 gals.).
 JN0241
 JN0241.The modeled gravity was interpolated from observed gravity values.
 JN0241
 JN0241;                    North         East    Units  Estimated Accuracy
 JN0241;SPC UT S     - 3,195,790.      463,080.      MT  (+/- 180 meters Scaled)
 JN0241
 JN0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH194539(NAD 83)
 JN0241
 JN0241                          SUPERSEDED SURVEY CONTROL
 JN0241
 JN0241  NGVD 29 (??/??/92) 2083.737  (m)         6836.39   (f) ADJ UNCH    2 0
 JN0241
 JN0241.Superseded values are not recommended for survey control.
 JN0241
 JN0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0241.See file dsdata.pdf to determine how the superseded data were derived.
 JN0241
 JN0241_MARKER: DB = BENCH MARK DISK
 JN0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0241_STAMPING: V 46 1934
 JN0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0241+STABILITY: SURFACE MOTION
 JN0241
 JN0241  HISTORY     - Date     Condition        Report By
 JN0241  HISTORY     - 1934     MONUMENTED       CGS
 JN0241  HISTORY     - 1969     MARK NOT FOUND   USGS
 JN0241
 JN0241                          STATION DESCRIPTION
 JN0241
 JN0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0241'6.5 MI S FROM KOOSHAREM.
 JN0241'IN PIUTE COUNTY, ABOUT 6.5 MILES SOUTH ALONG STATE HIGHWAY 62 FROM THE
 JN0241'SCHOOL BUILDING AT KOOSHAREM, SEVIER COUNTY, ABOUT 1/4 MILE SOUTH OF
 JN0241'TWO FARMHOUSES AT THE FOOT OF A SMALL SLOPE, 48 FEET WEST OF THE
 JN0241'CENTER LINE OF THE HIGHWAY, AND ON THE PROPERTY LINE.  A STANDARD
 JN0241'DISK, STAMPED V 46 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 JN0241'NEW HIGHWAY WORKS AFTER MARK WAS SET HAS NO DOUBT DESTROYED THE MARK,
 JN0241'THE MARK SITE FALLS WITHIN THE HIGHWAY CLEARING.
 JN0241
 JN0241                          STATION RECOVERY (1969)
 JN0241
 JN0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JN0241'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0002 ***********************************************************************
 HO0002  DESIGNATION -  V 47
 HO0002  PID         -  HO0002
 HO0002  STATE/COUNTY-  UT/GARFIELD
 HO0002  COUNTRY     -  US
 HO0002  USGS QUAD   -  FLAKE MOUNTAIN EAST (2017)
 HO0002
 HO0002                         *CURRENT SURVEY CONTROL
 HO0002  ______________________________________________________________________
 HO0002* NAD 83(1986) POSITION- 37 50 58.     (N) 112 00 10.     (W)   SCALED
 HO0002* NAVD 88 ORTHO HEIGHT -  2278.498 (meters)     7475.37  (feet) ADJUSTED
 HO0002  ______________________________________________________________________
 HO0002  GEOID HEIGHT    -        -19.280 (meters)                     GEOID18
 HO0002  DYNAMIC HEIGHT  -       2275.658 (meters)     7466.05  (feet) COMP
 HO0002  MODELED GRAVITY -    979,301.2   (mgal)                       NAVD 88
 HO0002
 HO0002  VERT ORDER      -  SECOND    CLASS 0
 HO0002
 HO0002.The horizontal coordinates were scaled from a map and have
 HO0002.an estimated accuracy of +/- 6 seconds.
 HO0002
 HO0002.The orthometric height was determined by differential leveling and
 HO0002.adjusted by the NATIONAL GEODETIC SURVEY
 HO0002.in June 1991.
 HO0002
 HO0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0002.GEOID18 height accuracy estimate available here.
 HO0002
 HO0002.Click photographs - Photos may exist for this station.
 HO0002
 HO0002.The dynamic height is computed by dividing the NAVD 88
 HO0002.geopotential number by the normal gravity value computed on the
 HO0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0002.degrees latitude (g = 980.6199 gals.).
 HO0002
 HO0002.The modeled gravity was interpolated from observed gravity values.
 HO0002
 HO0002;                    North         East    Units  Estimated Accuracy
 HO0002;SPC UT S     - 3,131,390.      455,750.      MT  (+/- 180 meters Scaled)
 HO0002
 HO0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG117895(NAD 83)
 HO0002
 HO0002                          SUPERSEDED SURVEY CONTROL
 HO0002
 HO0002  NGVD 29 (??/??/92) 2277.116  (m)         7470.84   (f) ADJ UNCH    2 0
 HO0002
 HO0002.Superseded values are not recommended for survey control.
 HO0002
 HO0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0002.See file dsdata.pdf to determine how the superseded data were derived.
 HO0002
 HO0002_MARKER: DB = BENCH MARK DISK
 HO0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0002_STAMPING: V 47 1934
 HO0002_MARK LOGO: CGS
 HO0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0002+STABILITY: SURFACE MOTION
 HO0002
 HO0002  HISTORY     - Date     Condition        Report By
 HO0002  HISTORY     - 1934     MONUMENTED       CGS
 HO0002  HISTORY     - 1969     MARK NOT FOUND   LOCENG
 HO0002  HISTORY     - 1971     MARK NOT FOUND   USGS
 HO0002
 HO0002                          STATION DESCRIPTION
 HO0002
 HO0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0002'1.3 MI N FROM WIDTSOE.
 HO0002'1.3 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE SOUTHWEST EDGE OF
 HO0002'WIDTSOE, GARFIELD COUNTY, 27 FEET WEST OF THE CENTER LINE OF THE
 HO0002'HIGHWAY, 3 FEET EAST OF THE PROPERTY LINE, AND IN LINE WITH AN OLD ROW
 HO0002'OF POLES.  A STANDARD DISK, STAMPED V 47 1934 AND SET IN THE TOP OF A
 HO0002'CONCRETE POST.
 HO0002
 HO0002                          STATION RECOVERY (1969)
 HO0002
 HO0002'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 HO0002'MARK NOT FOUND.
 HO0002
 HO0002                          STATION RECOVERY (1971)
 HO0002
 HO0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HO0002'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0290 ***********************************************************************
 JN0290  DESIGNATION -  V 48
 JN0290  PID         -  JN0290
 JN0290  STATE/COUNTY-  UT/SEVIER
 JN0290  COUNTRY     -  US
 JN0290  USGS QUAD   -  STEVES MOUNTAIN (2017)
 JN0290
 JN0290                         *CURRENT SURVEY CONTROL
 JN0290  ______________________________________________________________________
 JN0290* NAD 83(1986) POSITION- 38 54 29.     (N) 111 41 48.     (W)   SCALED
 JN0290* NAVD 88 ORTHO HEIGHT -  1797.263 (meters)     5896.52  (feet) ADJUSTED
 JN0290  ______________________________________________________________________
 JN0290  GEOID HEIGHT    -        -17.758 (meters)                     GEOID18
 JN0290  DYNAMIC HEIGHT  -       1795.340 (meters)     5890.21  (feet) COMP
 JN0290  MODELED GRAVITY -    979,494.9   (mgal)                       NAVD 88
 JN0290
 JN0290  VERT ORDER      -  SECOND    CLASS 0
 JN0290
 JN0290.The horizontal coordinates were scaled from a map and have
 JN0290.an estimated accuracy of +/- 6 seconds.
 JN0290
 JN0290.The orthometric height was determined by differential leveling and
 JN0290.adjusted by the NATIONAL GEODETIC SURVEY
 JN0290.in June 1991.
 JN0290
 JN0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0290.GEOID18 height accuracy estimate available here.
 JN0290
 JN0290.Click photographs - Photos may exist for this station.
 JN0290
 JN0290.The dynamic height is computed by dividing the NAVD 88
 JN0290.geopotential number by the normal gravity value computed on the
 JN0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0290.degrees latitude (g = 980.6199 gals.).
 JN0290
 JN0290.The modeled gravity was interpolated from observed gravity values.
 JN0290
 JN0290;                    North         East    Units  Estimated Accuracy
 JN0290;SPC UT C     - 2,063,830.      482,940.      MT  (+/- 180 meters Scaled)
 JN0290
 JN0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ395068(NAD 83)
 JN0290
 JN0290                          SUPERSEDED SURVEY CONTROL
 JN0290
 JN0290  NGVD 29 (??/??/92) 1796.036  (m)         5892.49   (f) ADJ UNCH    2 0
 JN0290
 JN0290.Superseded values are not recommended for survey control.
 JN0290
 JN0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0290.See file dsdata.pdf to determine how the superseded data were derived.
 JN0290
 JN0290_MARKER: DB = BENCH MARK DISK
 JN0290_SETTING: 80 = SET IN A BOULDER
 JN0290_STAMPING: V 48 1934
 JN0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0290+STABILITY: SURFACE MOTION
 JN0290
 JN0290  HISTORY     - Date     Condition        Report By
 JN0290  HISTORY     - 1934     MONUMENTED       CGS
 JN0290  HISTORY     - 1966     GOOD             USGS
 JN0290
 JN0290                          STATION DESCRIPTION
 JN0290
 JN0290'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 JN0290'11.5 MI E FROM SALINA.
 JN0290'11.0 MILE EAST ALONG STATE HIGHWAY 10 FROM THE DENVER AND RIO GRANDE
 JN0290'WESTERN RAILROAD STATION AT SALINA, IN FISHLAKE NATIONAL FOREST, AT
 JN0290'THE MOUTH OF A CANYON, ABOUT 150 YARDS NORTHEAST OF THE EAST END OF A
 JN0290'TUNNEL ON THE HIGHWAY, ABOUT 150 FEET NORTH OF THE HIGHWAY AND 75 FEET
 JN0290'EAST OF A WASH.  THE TABLET IS IN THE TOP OF A BOULDER ABOUT 1 FOOT
 JN0290'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0500 ***********************************************************************
 JN0500  DESIGNATION -  V 50 RESET
 JN0500  PID         -  JN0500
 JN0500  STATE/COUNTY-  UT/SEVIER
 JN0500  COUNTRY     -  US
 JN0500  USGS QUAD   -  AURORA (2017)
 JN0500
 JN0500                         *CURRENT SURVEY CONTROL
 JN0500  ______________________________________________________________________
 JN0500* NAD 83(1986) POSITION- 38 58 43.8    (N) 111 59 08.5    (W)   HD_HELD2
 JN0500* NAVD 88 ORTHO HEIGHT -  1770.59  (meters)     5809.0   (feet) RESET
 JN0500  ______________________________________________________________________
 JN0500  GEOID HEIGHT    -        -18.461 (meters)                     GEOID18
 JN0500  VERT ORDER      -  THIRD
 JN0500
 JN0500.The horizontal coordinates were established by autonomous hand held GPS
 JN0500.observations and have an estimated accuracy of +/- 10 meters.
 JN0500
 JN0500.The orthometric height was computed from unverified reset data.
 JN0500
 JN0500.No vertical observational check was made to the station.
 JN0500
 JN0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0500.GEOID18 height accuracy estimate available here.
 JN0500
 JN0500.Click photographs - Photos may exist for this station.
 JN0500
 JN0500;                    North         East    Units  Estimated Accuracy
 JN0500;SPC UT C     - 2,071,779.      457,913.      MT  (+/- 10 meters HH2 GPS)
 JN0500
 JN0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ1462014889(NAD 83)
 JN0500
 JN0500                          SUPERSEDED SURVEY CONTROL
 JN0500
 JN0500  NGVD 29 (07/25/12) 1769.37   (m)         5805.0    (f) RESET       3  
 JN0500
 JN0500.Superseded values are not recommended for survey control.
 JN0500
 JN0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0500.See file dsdata.pdf to determine how the superseded data were derived.
 JN0500
 JN0500_MARKER: DV = VERTICAL CONTROL DISK
 JN0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0500_STAMPING: V 50 RESET 1981
 JN0500_MARK LOGO: NGS
 JN0500_MAGNETIC: N = NO MAGNETIC MATERIAL
 JN0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0500+STABILITY: SURFACE MOTION
 JN0500
 JN0500  HISTORY     - Date     Condition        Report By
 JN0500  HISTORY     - 1981     MONUMENTED       UTDH
 JN0500
 JN0500                          STATION DESCRIPTION
 JN0500
 JN0500'DESCRIBED BY UTAH STATE DEPARTMENT OF HIGHWAYS 1981
 JN0500'7.4 MILES (11.9 KM) NORTHWEST ALONG US HIGHWAY 89 AND STATE HIGHWAY 63
 JN0500'FROM THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION IN SALINA,
 JN0500'ABOUT HALF-WAY TO THE BOTTOM OF A VALLEY ROAD ON THE SOUTH SLOPE AND
 JN0500'81 FEET (24.7 M) SOUTHERLY OF THE CENTERLINE OF THE HIGHWAY, SET IN
 JN0500'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0123 ***********************************************************************
 KN0123  DESIGNATION -  V 51
 KN0123  PID         -  KN0123
 KN0123  STATE/COUNTY-  UT/CARBON
 KN0123  COUNTRY     -  US
 KN0123  USGS QUAD   -  DEADMAN CANYON (2017)
 KN0123
 KN0123                         *CURRENT SURVEY CONTROL
 KN0123  ______________________________________________________________________
 KN0123* NAD 83(1986) POSITION- 39 39 47.     (N) 110 37 59.     (W)   SCALED
 KN0123* NAVD 88 ORTHO HEIGHT -  1887.527 (meters)     6192.66  (feet) ADJUSTED
 KN0123  ______________________________________________________________________
 KN0123  GEOID HEIGHT    -        -16.790 (meters)                     GEOID18
 KN0123  DYNAMIC HEIGHT  -       1885.636 (meters)     6186.46  (feet) COMP
 KN0123  MODELED GRAVITY -    979,557.3   (mgal)                       NAVD 88
 KN0123
 KN0123  VERT ORDER      -  SECOND    CLASS 0
 KN0123
 KN0123.The horizontal coordinates were scaled from a map and have
 KN0123.an estimated accuracy of +/- 6 seconds.
 KN0123
 KN0123.The orthometric height was determined by differential leveling and
 KN0123.adjusted by the NATIONAL GEODETIC SURVEY
 KN0123.in June 1991.
 KN0123
 KN0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0123.GEOID18 height accuracy estimate available here.
 KN0123
 KN0123.Click photographs - Photos may exist for this station.
 KN0123
 KN0123.The dynamic height is computed by dividing the NAVD 88
 KN0123.geopotential number by the normal gravity value computed on the
 KN0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0123.degrees latitude (g = 980.6199 gals.).
 KN0123
 KN0123.The modeled gravity was interpolated from observed gravity values.
 KN0123
 KN0123;                    North         East    Units  Estimated Accuracy
 KN0123;SPC UT C     - 2,147,980.      574,390.      MT  (+/- 180 meters Scaled)
 KN0123
 KN0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ314904(NAD 83)
 KN0123
 KN0123                          SUPERSEDED SURVEY CONTROL
 KN0123
 KN0123  NGVD 29 (??/??/92) 1886.384  (m)         6188.91   (f) ADJ UNCH    2 0
 KN0123
 KN0123.Superseded values are not recommended for survey control.
 KN0123
 KN0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0123.See file dsdata.pdf to determine how the superseded data were derived.
 KN0123
 KN0123_MARKER: DB = BENCH MARK DISK
 KN0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0123_STAMPING: V 51 1934
 KN0123_MARK LOGO: CGS
 KN0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0123+STABILITY: SURFACE MOTION
 KN0123
 KN0123  HISTORY     - Date     Condition        Report By
 KN0123  HISTORY     - 1934     MONUMENTED       CGS
 KN0123  HISTORY     - 1972     MARK NOT FOUND   USGS
 KN0123
 KN0123                          STATION DESCRIPTION
 KN0123
 KN0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0123'3.9 MI E FROM WELLINGTON.
 KN0123'ABOUT 3.9 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE DENVER AND RIO
 KN0123'GRANDE WESTERN RAILROAD STATION AT WELLINGTON, CARBON COUNTY, THENCE
 KN0123'ABOUT 8.0 MILES NORTH ALONG STATE HIGHWAY 53.  IN SAGEBRUSH, AND 21
 KN0123'FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 KN0123'V 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KN0123
 KN0123                          STATION RECOVERY (1972)
 KN0123
 KN0123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KN0123'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0034 ***********************************************************************
 LO0034  DESIGNATION -  V 52
 LO0034  PID         -  LO0034
 LO0034  STATE/COUNTY-  UT/DUCHESNE
 LO0034  COUNTRY     -  US
 LO0034  USGS QUAD   -  BRIDGELAND (2017)
 LO0034
 LO0034                         *CURRENT SURVEY CONTROL
 LO0034  ______________________________________________________________________
 LO0034* NAD 83(1986) POSITION- 40 07 57.     (N) 110 07 59.     (W)   SCALED
 LO0034* NAVD 88 ORTHO HEIGHT -  1638.961 (meters)     5377.16  (feet) ADJUSTED
 LO0034  ______________________________________________________________________
 LO0034  GEOID HEIGHT    -        -17.763 (meters)                     GEOID18
 LO0034  DYNAMIC HEIGHT  -       1637.397 (meters)     5372.03  (feet) COMP
 LO0034  MODELED GRAVITY -    979,614.5   (mgal)                       NAVD 88
 LO0034
 LO0034  VERT ORDER      -  SECOND    CLASS 0
 LO0034
 LO0034.The horizontal coordinates were scaled from a map and have
 LO0034.an estimated accuracy of +/- 6 seconds.
 LO0034
 LO0034.The orthometric height was determined by differential leveling and
 LO0034.adjusted by the NATIONAL GEODETIC SURVEY
 LO0034.in June 1991.
 LO0034
 LO0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0034.GEOID18 height accuracy estimate available here.
 LO0034
 LO0034.Click photographs - Photos may exist for this station.
 LO0034
 LO0034.The dynamic height is computed by dividing the NAVD 88
 LO0034.geopotential number by the normal gravity value computed on the
 LO0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0034.degrees latitude (g = 980.6199 gals.).
 LO0034
 LO0034.The modeled gravity was interpolated from observed gravity values.
 LO0034
 LO0034;                    North         East    Units  Estimated Accuracy
 LO0034;SPC UT C     - 2,200,630.      616,490.      MT  (+/- 180 meters Scaled)
 LO0034
 LO0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK738428(NAD 83)
 LO0034
 LO0034                          SUPERSEDED SURVEY CONTROL
 LO0034
 LO0034  NGVD 29 (??/??/92) 1637.712  (m)         5373.06   (f) ADJ UNCH    2 0
 LO0034
 LO0034.Superseded values are not recommended for survey control.
 LO0034
 LO0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0034.See file dsdata.pdf to determine how the superseded data were derived.
 LO0034
 LO0034_MARKER: DB = BENCH MARK DISK
 LO0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0034_STAMPING: V 52 1934
 LO0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0034+STABILITY: SURFACE MOTION
 LO0034
 LO0034  HISTORY     - Date     Condition        Report By
 LO0034  HISTORY     - 1934     MONUMENTED       CGS
 LO0034  HISTORY     - 1964     GOOD             USGS
 LO0034  HISTORY     - 20020411 MARK NOT FOUND   NGS
 LO0034
 LO0034                          STATION DESCRIPTION
 LO0034
 LO0034'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LO0034'1.7 MI W FROM MYTON.
 LO0034'A BRASS DISK SET IN A SQ. CONCRETE POST - ON THE IMMEDIATE EAST SIDE
 LO0034'OF STATE HWY 53 (PRICE-WELLINGTON RD) 1.9 MILES WEST ALONG HWY 40 FROM
 LO0034'THE NEW POST OFFICE IN MYTON, DUCHESNE COUNTY, UTAH.  THENCE 4.5 MILES
 LO0034'SOUTH ALONG STATE HWY 53.  ABOUT 2.7 MILES SOUTH OF THE
 LO0034'WELLINGTON-PRICE ROAD SIGN.  THE B.M. IS FOUND 0.4 OF A MILE SOUTH OF
 LO0034'A BENCH AND OPPOSITE A Y IN THE ROAD.  A STANDARD DISK IN A CONCRETE
 LO0034'POST STAMPED USC AND GS V 52 1934.  NOTE-- THIS B M HAS BEEN
 LO0034'DELINEATED ON THE FIELD BOARD.
 LO0034
 LO0034                          STATION RECOVERY (2002)
 LO0034
 LO0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 LO0034'A CONCRETE POST WITH THE TOP MISSING WAS FOUND AT THE DESCRIBED
 LO0034'LOCATION.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0374 ***********************************************************************
 LO0374  DESIGNATION -  V 53
 LO0374  PID         -  LO0374
 LO0374  STATE/COUNTY-  UT/WASATCH
 LO0374  COUNTRY     -  US
 LO0374  USGS QUAD   -  STRAWBERRY RESERVOIR NE (2017)
 LO0374
 LO0374                         *CURRENT SURVEY CONTROL
 LO0374  ______________________________________________________________________
 LO0374* NAD 83(1986) POSITION- 40 11 39.     (N) 111 05 17.     (W)   SCALED
 LO0374* NAVD 88 ORTHO HEIGHT -  2368.297 (meters)     7769.99  (feet) ADJUSTED
 LO0374  ______________________________________________________________________
 LO0374  GEOID HEIGHT    -        -15.668 (meters)                     GEOID18
 LO0374  DYNAMIC HEIGHT  -       2365.763 (meters)     7761.67  (feet) COMP
 LO0374  MODELED GRAVITY -    979,470.1   (mgal)                       NAVD 88
 LO0374
 LO0374  VERT ORDER      -  SECOND    CLASS 0
 LO0374
 LO0374.The horizontal coordinates were scaled from a map and have
 LO0374.an estimated accuracy of +/- 6 seconds.
 LO0374
 LO0374.The orthometric height was determined by differential leveling and
 LO0374.adjusted by the NATIONAL GEODETIC SURVEY
 LO0374.in June 1991.
 LO0374
 LO0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0374.GEOID18 height accuracy estimate available here.
 LO0374
 LO0374.Click photographs - Photos may exist for this station.
 LO0374
 LO0374.The dynamic height is computed by dividing the NAVD 88
 LO0374.geopotential number by the normal gravity value computed on the
 LO0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0374.degrees latitude (g = 980.6199 gals.).
 LO0374
 LO0374.The modeled gravity was interpolated from observed gravity values.
 LO0374
 LO0374;                    North         East    Units  Estimated Accuracy
 LO0374;SPC UT C     - 2,206,670.      535,080.      MT  (+/- 180 meters Scaled)
 LO0374
 LO0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK925493(NAD 83)
 LO0374
 LO0374                          SUPERSEDED SURVEY CONTROL
 LO0374
 LO0374  NGVD 29 (??/??/92) 2366.870  (m)         7765.31   (f) ADJ UNCH    2 0
 LO0374
 LO0374.Superseded values are not recommended for survey control.
 LO0374
 LO0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0374.See file dsdata.pdf to determine how the superseded data were derived.
 LO0374
 LO0374_MARKER: DB = BENCH MARK DISK
 LO0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0374_STAMPING: V 53 1934
 LO0374_MARK LOGO: CGS
 LO0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0374+STABILITY: SURFACE MOTION
 LO0374
 LO0374  HISTORY     - Date     Condition        Report By
 LO0374  HISTORY     - 1934     MONUMENTED       CGS
 LO0374  HISTORY     - 19900701 MARK NOT FOUND   USGS
 LO0374
 LO0374                          STATION DESCRIPTION
 LO0374
 LO0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0374'15.6 MI W FROM FRUITLAND.
 LO0374'IN WASATCH COUNTY, 15.6 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0374'OFFICE AT FRUITLAND, DUCHESNE COUNTY, 4 FEET NORTH OF A SIGN-BOARD AT
 LO0374'A ROAD LEADING TO STRAWBERRY RESERVOIR, AND 51 FEET SOUTHWEST OF THE
 LO0374'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED V 53 1934 AND SET
 LO0374'IN THE TOP OF A CONCRETE POST.
 LO0374
 LO0374                          STATION RECOVERY (1990)
 LO0374
 LO0374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SDC)
 LO0374'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0486 ***********************************************************************
 LO0486  DESIGNATION -  V 54
 LO0486  PID         -  LO0486
 LO0486  STATE/COUNTY-  UT/UTAH
 LO0486  COUNTRY     -  US
 LO0486  USGS QUAD   -  PROVO (2017)
 LO0486
 LO0486                         *CURRENT SURVEY CONTROL
 LO0486  ______________________________________________________________________
 LO0486* NAD 83(1986) POSITION- 40 09 59.     (N) 111 38 14.     (W)   SCALED
 LO0486* NAVD 88 ORTHO HEIGHT -  1375.263 (meters)     4512.01  (feet) ADJUSTED
 LO0486  ______________________________________________________________________
 LO0486  GEOID HEIGHT    -        -17.212 (meters)                     GEOID18
 LO0486  DYNAMIC HEIGHT  -       1374.044 (meters)     4508.01  (feet) COMP
 LO0486  MODELED GRAVITY -    979,693.0   (mgal)                       NAVD 88
 LO0486
 LO0486  VERT ORDER      -  SECOND    CLASS 0
 LO0486
 LO0486.The horizontal coordinates were scaled from a map and have
 LO0486.an estimated accuracy of +/- 6 seconds.
 LO0486
 LO0486.The orthometric height was determined by differential leveling and
 LO0486.adjusted by the NATIONAL GEODETIC SURVEY
 LO0486.in June 1991.
 LO0486
 LO0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0486.GEOID18 height accuracy estimate available here.
 LO0486
 LO0486.Click photographs - Photos may exist for this station.
 LO0486
 LO0486.The dynamic height is computed by dividing the NAVD 88
 LO0486.geopotential number by the normal gravity value computed on the
 LO0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0486.degrees latitude (g = 980.6199 gals.).
 LO0486
 LO0486.The modeled gravity was interpolated from observed gravity values.
 LO0486
 LO0486;                    North         East    Units  Estimated Accuracy
 LO0486;SPC UT C     - 2,203,510.      488,310.      MT  (+/- 180 meters Scaled)
 LO0486
 LO0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK457464(NAD 83)
 LO0486
 LO0486                          SUPERSEDED SURVEY CONTROL
 LO0486
 LO0486  NGVD 29 (??/??/92) 1374.246  (m)         4508.67   (f) ADJ UNCH    2 0
 LO0486
 LO0486.Superseded values are not recommended for survey control.
 LO0486
 LO0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0486.See file dsdata.pdf to determine how the superseded data were derived.
 LO0486
 LO0486_MARKER: DB = BENCH MARK DISK
 LO0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0486_STAMPING: V 54 1934
 LO0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0486+STABILITY: SURFACE MOTION
 LO0486
 LO0486  HISTORY     - Date     Condition        Report By
 LO0486  HISTORY     - 1934     MONUMENTED       CGS
 LO0486  HISTORY     - 19900306 MARK NOT FOUND   USGS
 LO0486
 LO0486                          STATION DESCRIPTION
 LO0486
 LO0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0486'IN SPRINGVILLE.
 LO0486'AT SPRINGVILLE, UTAH COUNTY, ABOUT 1-1/2 RAILS SOUTH OF THE LOS
 LO0486'ANGELES AND SALT LAKE RAILROAD STATION AND MILEPOST 748, 22 FEET NORTH
 LO0486'OF THE CENTER OF A ROAD CROSSING, EAST OF THE TRACK, AND IN LINE WITH
 LO0486'A FENCE.  A STANDARD DISK, STAMPED V 54 1934 AND SET IN THE TOP OF A
 LO0486'CONCRETE POST.
 LO0486
 LO0486                          STATION RECOVERY (1990)
 LO0486
 LO0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SDC)
 LO0486'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0172 ***********************************************************************
 KO0172  DESIGNATION -  V 55
 KO0172  PID         -  KO0172
 KO0172  STATE/COUNTY-  UT/MILLARD
 KO0172  COUNTRY     -  US
 KO0172  USGS QUAD   -  SCIPIO NORTH (2017)
 KO0172
 KO0172                         *CURRENT SURVEY CONTROL
 KO0172  ______________________________________________________________________
 KO0172* NAD 83(1986) POSITION- 39 18 54.     (N) 112 04 20.     (W)   SCALED
 KO0172* NAVD 88 ORTHO HEIGHT -  1647.251 (meters)     5404.36  (feet) ADJUSTED
 KO0172  ______________________________________________________________________
 KO0172  GEOID HEIGHT    -        -18.188 (meters)                     GEOID18
 KO0172  DYNAMIC HEIGHT  -       1645.659 (meters)     5399.13  (feet) COMP
 KO0172  MODELED GRAVITY -    979,602.3   (mgal)                       NAVD 88
 KO0172
 KO0172  VERT ORDER      -  SECOND    CLASS 0
 KO0172
 KO0172.The horizontal coordinates were scaled from a map and have
 KO0172.an estimated accuracy of +/- 6 seconds.
 KO0172
 KO0172.The orthometric height was determined by differential leveling and
 KO0172.adjusted by the NATIONAL GEODETIC SURVEY
 KO0172.in June 1991.
 KO0172
 KO0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0172.GEOID18 height accuracy estimate available here.
 KO0172
 KO0172.Click photographs - Photos may exist for this station.
 KO0172
 KO0172.The dynamic height is computed by dividing the NAVD 88
 KO0172.geopotential number by the normal gravity value computed on the
 KO0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0172.degrees latitude (g = 980.6199 gals.).
 KO0172
 KO0172.The modeled gravity was interpolated from observed gravity values.
 KO0172
 KO0172;                    North         East    Units  Estimated Accuracy
 KO0172;SPC UT C     - 2,109,140.      450,650.      MT  (+/- 180 meters Scaled)
 KO0172
 KO0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ075522(NAD 83)
 KO0172
 KO0172                          SUPERSEDED SURVEY CONTROL
 KO0172
 KO0172  NGVD 29 (??/??/92) 1646.099  (m)         5400.58   (f) ADJ UNCH    2 0
 KO0172
 KO0172.Superseded values are not recommended for survey control.
 KO0172
 KO0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0172.See file dsdata.pdf to determine how the superseded data were derived.
 KO0172
 KO0172_MARKER: P = PIPE CAP
 KO0172_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0172_STAMPING: T17S R2W S21 S22 S28 S27 V 55 1934 USCGS
 KO0172_MARK LOGO: USGLO
 KO0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0172
 KO0172  HISTORY     - Date     Condition        Report By
 KO0172  HISTORY     - 1934     MONUMENTED       USGLO
 KO0172
 KO0172                          STATION DESCRIPTION
 KO0172
 KO0172'DESCRIBED BY US GENERAL LAND OFFICE 1934
 KO0172'5.3 MI N FROM SCIPIO.
 KO0172'ABOUT 5.3 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL GROUNDS AT
 KO0172'SCIPIO, MILLARD COUNTY, AT THE MILLARD-JUAB COUNTY LINE, AT THE COMMON
 KO0172'CORNER BETWEEN SECTIONS 21, 22, 27 AND 28 T.17S., R.2W., AND ABOUT 100
 KO0172'FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES GENERAL
 KO0172'LAND OFFICE STANDARD CAP, STAMPED T 17 S R2 W S 21 S 22 S 28 S 27 V 55
 KO0172'1934 USC AND GS AND FASTENED ON THE TOP OF A 1-1/4-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0436 ***********************************************************************
 MS0436  DESIGNATION -  V 59
 MS0436  PID         -  MS0436
 MS0436  STATE/COUNTY-  UT/BOX ELDER
 MS0436  COUNTRY     -  US
 MS0436  USGS QUAD   -  KIMBELL CREEK (2017)
 MS0436
 MS0436                         *CURRENT SURVEY CONTROL
 MS0436  ______________________________________________________________________
 MS0436* NAD 83(1986) POSITION- 41 51 08.     (N) 113 47 17.     (W)   SCALED
 MS0436* NAVD 88 ORTHO HEIGHT -  2071.248 (meters)     6795.42  (feet) ADJUSTED
 MS0436  ______________________________________________________________________
 MS0436  GEOID HEIGHT    -        -14.991 (meters)                     GEOID18
 MS0436  DYNAMIC HEIGHT  -       2069.596 (meters)     6790.00  (feet) COMP
 MS0436  MODELED GRAVITY -    979,749.9   (mgal)                       NAVD 88
 MS0436
 MS0436  VERT ORDER      -  FIRST     CLASS II
 MS0436
 MS0436.The horizontal coordinates were scaled from a map and have
 MS0436.an estimated accuracy of +/- 6 seconds.
 MS0436
 MS0436.The orthometric height was determined by differential leveling and
 MS0436.adjusted by the NATIONAL GEODETIC SURVEY
 MS0436.in June 1991.
 MS0436
 MS0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0436.GEOID18 height accuracy estimate available here.
 MS0436
 MS0436.Click photographs - Photos may exist for this station.
 MS0436
 MS0436.The dynamic height is computed by dividing the NAVD 88
 MS0436.geopotential number by the normal gravity value computed on the
 MS0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0436.degrees latitude (g = 980.6199 gals.).
 MS0436
 MS0436.The modeled gravity was interpolated from observed gravity values.
 MS0436
 MS0436;                    North         East    Units  Estimated Accuracy
 MS0436;SPC UT N     - 1,171,180.      310,020.      MT  (+/- 180 meters Scaled)
 MS0436
 MS0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM685371(NAD 83)
 MS0436
 MS0436                          SUPERSEDED SURVEY CONTROL
 MS0436
 MS0436  NGVD 29 (??/??/92) 2070.026  (m)         6791.41   (f) ADJ UNCH    1 2
 MS0436
 MS0436.Superseded values are not recommended for survey control.
 MS0436
 MS0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0436.See file dsdata.pdf to determine how the superseded data were derived.
 MS0436
 MS0436_MARKER: DB = BENCH MARK DISK
 MS0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0436_STAMPING: V 59 1934
 MS0436_MARK LOGO: CGS
 MS0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0436+STABILITY: SURFACE MOTION
 MS0436
 MS0436  HISTORY     - Date     Condition        Report By
 MS0436  HISTORY     - 1934     MONUMENTED       CGS
 MS0436  HISTORY     - 19851023 MARK NOT FOUND   USGS
 MS0436
 MS0436                          STATION DESCRIPTION
 MS0436
 MS0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0436'12.2 MI N FROM GROUSE CREEK.
 MS0436'12.2 MILES NORTH ALONG JUNCTION PASS ROAD FROM THE PUBLIC SCHOOL AT
 MS0436'GROUSE CREEK, BOX ELDER COUNTY, 600 FEET WEST OF A ONE-ROOM HOUSE, 245
 MS0436'FEET NORTH OF THE CENTER OF THE INTERSECTION WITH A DIRT ROAD LEADING
 MS0436'EAST, 210 FEET SOUTH OF A SPRING IN THE SIDE OF A HILL, AND 30 FEET
 MS0436'EAST OF THE CENTERLINE OF JUNCTION PASS ROAD.  A STANDARD DISK,
 MS0436'STAMPED V 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MS0436
 MS0436                          STATION RECOVERY (1985)
 MS0436
 MS0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (GH)
 MS0436'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0138 ***********************************************************************
 KM0138  DESIGNATION -  V 61
 KM0138  PID         -  KM0138
 KM0138  STATE/COUNTY-  UT/UINTAH
 KM0138  COUNTRY     -  US
 KM0138  USGS QUAD   -  DRAGON (2017)
 KM0138
 KM0138                         *CURRENT SURVEY CONTROL
 KM0138  ______________________________________________________________________
 KM0138* NAD 83(1986) POSITION- 39 50 26.     (N) 109 07 00.     (W)   SCALED
 KM0138* NAVD 88 ORTHO HEIGHT -  1704.951 (meters)     5593.66  (feet) ADJUSTED
 KM0138  ______________________________________________________________________
 KM0138  GEOID HEIGHT    -        -16.791 (meters)                     GEOID18
 KM0138  DYNAMIC HEIGHT  -       1703.315 (meters)     5588.29  (feet) COMP
 KM0138  MODELED GRAVITY -    979,606.4   (mgal)                       NAVD 88
 KM0138
 KM0138  VERT ORDER      -  SECOND    CLASS 0
 KM0138
 KM0138.The horizontal coordinates were scaled from a map and have
 KM0138.an estimated accuracy of +/- 6 seconds.
 KM0138
 KM0138.The orthometric height was determined by differential leveling and
 KM0138.adjusted by the NATIONAL GEODETIC SURVEY
 KM0138.in June 1991.
 KM0138
 KM0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0138.GEOID18 height accuracy estimate available here.
 KM0138
 KM0138.Click photographs - Photos may exist for this station.
 KM0138
 KM0138.The dynamic height is computed by dividing the NAVD 88
 KM0138.geopotential number by the normal gravity value computed on the
 KM0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0138.degrees latitude (g = 980.6199 gals.).
 KM0138
 KM0138.The modeled gravity was interpolated from observed gravity values.
 KM0138
 KM0138;                    North         East    Units  Estimated Accuracy
 KM0138;SPC UT C     - 2,170,050.      703,950.      MT  (+/- 180 meters Scaled)
 KM0138
 KM0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK611117(NAD 83)
 KM0138
 KM0138                          SUPERSEDED SURVEY CONTROL
 KM0138
 KM0138  NGVD 29 (??/??/92) 1703.723  (m)         5589.63   (f) ADJ UNCH    2 0
 KM0138
 KM0138.Superseded values are not recommended for survey control.
 KM0138
 KM0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0138.See file dsdata.pdf to determine how the superseded data were derived.
 KM0138
 KM0138_MARKER: DB = BENCH MARK DISK
 KM0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0138_STAMPING: V 61 1934
 KM0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0138+STABILITY: SURFACE MOTION
 KM0138
 KM0138  HISTORY     - Date     Condition        Report By
 KM0138  HISTORY     - 1934     MONUMENTED       CGS
 KM0138  HISTORY     - 1966     GOOD             USGS
 KM0138
 KM0138                          STATION DESCRIPTION
 KM0138
 KM0138'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0138'0.6 MI E FROM UTE SWITCH.
 KM0138'16.7 MILES SOUTH ALONG THE BAXTER PASS ROAD (STATE HWY. 45) FROM
 KM0138'BONANZA, UINTAH COUNTY, THEN, 0.6 MILE EAST ALONG TRACK ROAD IN PARK
 KM0138'CANYON, ABOUT 0.2 MILE EAST OF OVERHANGING SANDSTONE CLIFFS AND NORTH
 KM0138'OF THE ROAD, ABOUT 0.1 MILE WEST OF THE FORDING OF A WASH FROM A
 KM0138'CANYON ON THE NORTH SIDE OF A VALLEY, AT A SMALL LEVEL FLAT, 35 FEET
 KM0138'SOUTH OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0071 ***********************************************************************
 LP0071  DESIGNATION -  V 62
 LP0071  PID         -  LP0071
 LP0071  STATE/COUNTY-  UT/TOOELE
 LP0071  COUNTRY     -  US
 LP0071  USGS QUAD   -  TERRA (2017)
 LP0071
 LP0071                         *CURRENT SURVEY CONTROL
 LP0071  ______________________________________________________________________
 LP0071* NAD 83(1986) POSITION- 40 18 25.     (N) 112 41 05.     (W)   SCALED
 LP0071* NAVD 88 ORTHO HEIGHT -  1433.483 (meters)     4703.02  (feet) ADJUSTED
 LP0071  ______________________________________________________________________
 LP0071  GEOID HEIGHT    -        -17.847 (meters)                     GEOID18
 LP0071  DYNAMIC HEIGHT  -       1432.266 (meters)     4699.03  (feet) COMP
 LP0071  MODELED GRAVITY -    979,726.8   (mgal)                       NAVD 88
 LP0071
 LP0071  VERT ORDER      -  FIRST     CLASS II
 LP0071
 LP0071.The horizontal coordinates were scaled from a map and have
 LP0071.an estimated accuracy of +/- 6 seconds.
 LP0071
 LP0071.The orthometric height was determined by differential leveling and
 LP0071.adjusted by the NATIONAL GEODETIC SURVEY
 LP0071.in June 1991.
 LP0071
 LP0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0071.GEOID18 height accuracy estimate available here.
 LP0071
 LP0071.Click photographs - Photos may exist for this station.
 LP0071
 LP0071.The dynamic height is computed by dividing the NAVD 88
 LP0071.geopotential number by the normal gravity value computed on the
 LP0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0071.degrees latitude (g = 980.6199 gals.).
 LP0071
 LP0071.The modeled gravity was interpolated from observed gravity values.
 LP0071
 LP0071;                    North         East    Units  Estimated Accuracy
 LP0071;SPC UT C     - 2,219,780.      399,300.      MT  (+/- 180 meters Scaled)
 LP0071
 LP0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK568631(NAD 83)
 LP0071
 LP0071                          SUPERSEDED SURVEY CONTROL
 LP0071
 LP0071  NGVD 29 (??/??/92) 1432.380  (m)         4699.40   (f) ADJ UNCH    1 2
 LP0071
 LP0071.Superseded values are not recommended for survey control.
 LP0071
 LP0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0071.See file dsdata.pdf to determine how the superseded data were derived.
 LP0071
 LP0071_MARKER: DB = BENCH MARK DISK
 LP0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0071_STAMPING: V 62 1934
 LP0071_MARK LOGO: CGS
 LP0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0071+STABILITY: SURFACE MOTION
 LP0071
 LP0071  HISTORY     - Date     Condition        Report By
 LP0071  HISTORY     - 1934     MONUMENTED       CGS
 LP0071  HISTORY     - 1981     GOOD             USGS
 LP0071
 LP0071                          STATION DESCRIPTION
 LP0071
 LP0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0071'3.0 MI E FROM ORRS RANCH.
 LP0071'ABOUT 3.0 MILES EAST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0071'TOOELE COUNTY, ABOUT 855 FEET WEST OF THE HIGHWAY MILEPOST ABOUT 3
 LP0071'MILES EAST OF ORRS RANCH, AND 29 FEET NORTH OF THE CENTER LINE OF THE
 LP0071'HIGHWAY.  A STANDARD DISK, STAMPED V 62 1934 AND SET IN THE TOP OF A
 LP0071'CONCRETE POST.
 LP0071
 LP0071                          STATION RECOVERY (1981)
 LP0071
 LP0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LP0071'X-RDS. 0.5 MI. N. OF THE ORR RANCH, THENCE E. FOR 2.7 MI., 75 FT. W
 LP0071'AND 27 FT. N. OF THE CENTER OF THE ROAD AT DRAIN DITCH SW. SET IN TOP
 LP0071'OF A CONCRETE POST, PROJECTING 0.4 FT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0109 ***********************************************************************
 KN0109  DESIGNATION -  V 65
 KN0109  PID         -  KN0109
 KN0109  STATE/COUNTY-  UT/DUCHESNE
 KN0109  COUNTRY     -  US
 KN0109  USGS QUAD   -  GRAY HEAD PEAK (2017)
 KN0109
 KN0109                         *CURRENT SURVEY CONTROL
 KN0109  ______________________________________________________________________
 KN0109* NAD 83(1986) POSITION- 39 52 31.     (N) 110 45 44.     (W)   SCALED
 KN0109* NAVD 88 ORTHO HEIGHT -  2638.661 (meters)     8657.01  (feet) POSTED
 KN0109  ______________________________________________________________________
 KN0109  GEOID HEIGHT    -        -15.867 (meters)                     GEOID18
 KN0109  DYNAMIC HEIGHT  -       2635.71  (meters)     8647.3   (feet) COMP
 KN0109  MODELED GRAVITY -    979,411.4   (mgal)                       NAVD 88
 KN0109
 KN0109  VERT ORDER      -  * POSTED, SEE BELOW
 KN0109
 KN0109.The horizontal coordinates were scaled from a map and have
 KN0109.an estimated accuracy of +/- 6 seconds.
 KN0109
 KN0109.The orthometric height was determined by differential leveling
 KN0109.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KN0109
 KN0109.* This is a POSTED BENCH MARK height.
 KN0109
 KN0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0109.GEOID18 height accuracy estimate available here.
 KN0109
 KN0109.Click photographs - Photos may exist for this station.
 KN0109
 KN0109.The dynamic height is computed by dividing the NAVD 88
 KN0109.geopotential number by the normal gravity value computed on the
 KN0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0109.degrees latitude (g = 980.6199 gals.).
 KN0109
 KN0109.The modeled gravity was interpolated from observed gravity values.
 KN0109
 KN0109;                    North         East    Units  Estimated Accuracy
 KN0109;SPC UT C     - 2,171,450.      563,110.      MT  (+/- 180 meters Scaled)
 KN0109
 KN0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK203139(NAD 83)
 KN0109
 KN0109                          SUPERSEDED SURVEY CONTROL
 KN0109
 KN0109  NGVD 29 (??/??/92) 2637.236  (m)         8652.33   (f) ADJ UNCH    1 2
 KN0109
 KN0109.Superseded values are not recommended for survey control.
 KN0109
 KN0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0109.See file dsdata.pdf to determine how the superseded data were derived.
 KN0109
 KN0109_MARKER: DB = BENCH MARK DISK
 KN0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0109_STAMPING: V 65 1934
 KN0109_MARK LOGO: CGS
 KN0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0109+STABILITY: SURFACE MOTION
 KN0109
 KN0109  HISTORY     - Date     Condition        Report By
 KN0109  HISTORY     - 1934     MONUMENTED       CGS
 KN0109  HISTORY     - 1966     MARK NOT FOUND   USGS
 KN0109  HISTORY     - 1966     MARK NOT FOUND   USGS
 KN0109
 KN0109                          STATION DESCRIPTION
 KN0109
 KN0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0109'14.6 MI NE FROM CASTLEGATE.
 KN0109'IN DUCHESNE COUNTY, 14.6 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM
 KN0109'CASTLEGATE, CARBON COUNTY, 29 FEET SOUTHWEST OF THE NORTH END OF A
 KN0109'24-INCH IRON CULVERT, AND 41 FEET WEST OF THE CENTER LINE OF THE
 KN0109'HIGHWAY.  A STANDARD DISK, STAMPED V 65 1934 AND SET IN THE TOP OF A
 KN0109'CONCRETE POST.
 KN0109
 KN0109                          STATION RECOVERY (1966)
 KN0109
 KN0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0109'MARK NOT FOUND.
 KN0109
 KN0109                          STATION RECOVERY (1966)
 KN0109
 KN0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0109'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0145 ***********************************************************************
 LP0145  DESIGNATION -  V 67
 LP0145  PID         -  LP0145
 LP0145  STATE/COUNTY-  UT/TOOELE
 LP0145  COUNTRY     -  US
 LP0145  USGS QUAD   -  GRANITE PEAK NW (2017)
 LP0145
 LP0145                         *CURRENT SURVEY CONTROL
 LP0145  ______________________________________________________________________
 LP0145* NAD 83(1986) POSITION- 40 08 47.45   (N) 113 23 56.69   (W)   HD_HELD1
 LP0145* NAVD 88 ORTHO HEIGHT -  1299.053 (meters)     4261.98  (feet) ADJUSTED
 LP0145  ______________________________________________________________________
 LP0145  GEOID HEIGHT    -        -18.985 (meters)                     GEOID18
 LP0145  DYNAMIC HEIGHT  -       1297.989 (meters)     4258.49  (feet) COMP
 LP0145  MODELED GRAVITY -    979,761.1   (mgal)                       NAVD 88
 LP0145
 LP0145  VERT ORDER      -  FIRST     CLASS II
 LP0145
 LP0145.The horizontal coordinates were determined by differentially corrected
 LP0145.hand held GPS observations or other comparable positioning techniques
 LP0145.and have an estimated accuracy of +/- 3 meters.
 LP0145
 LP0145.The orthometric height was determined by differential leveling and
 LP0145.adjusted by the NATIONAL GEODETIC SURVEY
 LP0145.in June 1991.
 LP0145
 LP0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0145.GEOID18 height accuracy estimate available here.
 LP0145
 LP0145.Click photographs - Photos may exist for this station.
 LP0145
 LP0145.The dynamic height is computed by dividing the NAVD 88
 LP0145.geopotential number by the normal gravity value computed on the
 LP0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0145.degrees latitude (g = 980.6199 gals.).
 LP0145
 LP0145.The modeled gravity was interpolated from observed gravity values.
 LP0145
 LP0145;                    North         East    Units  Estimated Accuracy
 LP0145;SPC UT C     - 2,203,015.9     338,203.5     MT  (+/- 3 meters HH1 GPS) 
 LP0145
 LP0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK9564346778(NAD 83)
 LP0145
 LP0145                          SUPERSEDED SURVEY CONTROL
 LP0145
 LP0145  NGVD 29 (??/??/92) 1298.040  (m)         4258.65   (f) ADJ UNCH    1 2
 LP0145
 LP0145.Superseded values are not recommended for survey control.
 LP0145
 LP0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0145.See file dsdata.pdf to determine how the superseded data were derived.
 LP0145
 LP0145_MARKER: DB = BENCH MARK DISK
 LP0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0145_STAMPING: V 67 1934
 LP0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0145+STABILITY: SURFACE MOTION
 LP0145
 LP0145  HISTORY     - Date     Condition        Report By
 LP0145  HISTORY     - 1934     MONUMENTED       CGS
 LP0145
 LP0145                          STATION DESCRIPTION
 LP0145
 LP0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0145'26.6 MI E FROM GOLD HILL.
 LP0145'ABOUT 26.6 MILES EAST ALONG THE OLD LINCOLN HIGHWAY FROM GOLD HILL,
 LP0145'TOOELE COUNTY, AND 76 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY. A
 LP0145'STANDARD DISK, STAMPED V 67 1934 AND SET IN THE TOP OF A CONCRETE
 LP0145'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KP0044 ***********************************************************************
 KP0044  DESIGNATION -  V 74
 KP0044  PID         -  KP0044
 KP0044  STATE/COUNTY-  UT/MILLARD
 KP0044  COUNTRY     -  US
 KP0044  USGS QUAD   -  THE COVE (2018)
 KP0044
 KP0044                         *CURRENT SURVEY CONTROL
 KP0044  ______________________________________________________________________
 KP0044* NAD 83(1986) POSITION- 39 11 45.6    (N) 114 00 31.7    (W)   HD_HELD2
 KP0044* NAVD 88 ORTHO HEIGHT -  1538.032 (meters)     5046.03  (feet) ADJUSTED
 KP0044  ______________________________________________________________________
 KP0044  GEOID HEIGHT    -        -20.229 (meters)                     GEOID18
 KP0044  DYNAMIC HEIGHT  -       1536.535 (meters)     5041.12  (feet) COMP
 KP0044  MODELED GRAVITY -    979,600.3   (mgal)                       NAVD 88
 KP0044
 KP0044  VERT ORDER      -  SECOND    CLASS 0
 KP0044
 KP0044.The horizontal coordinates were established by autonomous hand held GPS
 KP0044.observations and have an estimated accuracy of +/- 10 meters.
 KP0044
 KP0044.The orthometric height was determined by differential leveling and
 KP0044.adjusted by the NATIONAL GEODETIC SURVEY
 KP0044.in June 1991.
 KP0044
 KP0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 KP0044.GEOID18 height accuracy estimate available here.
 KP0044
 KP0044.Click photographs - Photos may exist for this station.
 KP0044
 KP0044.The dynamic height is computed by dividing the NAVD 88
 KP0044.geopotential number by the normal gravity value computed on the
 KP0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0044.degrees latitude (g = 980.6199 gals.).
 KP0044
 KP0044.The modeled gravity was interpolated from observed gravity values.
 KP0044
 KP0044;                    North         East    Units  Estimated Accuracy
 KP0044;SPC UT C     - 2,098,812.      283,309.      MT  (+/- 10 meters HH2 GPS)
 KP0044
 KP0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD5832042790(NAD 83)
 KP0044
 KP0044                          SUPERSEDED SURVEY CONTROL
 KP0044
 KP0044  NGVD 29 (??/??/92) 1536.920  (m)         5042.38   (f) ADJ UNCH    2 0
 KP0044
 KP0044.Superseded values are not recommended for survey control.
 KP0044
 KP0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0044.See file dsdata.pdf to determine how the superseded data were derived.
 KP0044
 KP0044_MARKER: DB = BENCH MARK DISK
 KP0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0044_STAMPING: V 74 1934
 KP0044_MARK LOGO: CGS
 KP0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0044+STABILITY: SURFACE MOTION
 KP0044
 KP0044  HISTORY     - Date     Condition        Report By
 KP0044  HISTORY     - 1934     MONUMENTED       CGS
 KP0044
 KP0044                          STATION DESCRIPTION
 KP0044
 KP0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0044'2.0 M I SW FROM ROBINSONS RANCH.
 KP0044'2.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM ROBINSONS RANCH, MILLARD
 KP0044'COUNTY, 215 FEET SOUTH OF A SMALL RIDGE OF ROUND HILLS, 102 FEET EAST
 KP0044'OF A HIGHWAY SIGN, AND 51 FEET SOUTH OF THE CENTER LINE OF THE
 KP0044'HIGHWAY.  A STANDARD DISK, STAMPED V 74 1934 AND SET IN THE TOP OF A
 KP0044'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0367 ***********************************************************************
 KO0367  DESIGNATION -  V 75
 KO0367  PID         -  KO0367
 KO0367  STATE/COUNTY-  UT/JUAB
 KO0367  COUNTRY     -  US
 KO0367  USGS QUAD   -  INDIAN FARM CREEK (2017)
 KO0367
 KO0367                         *CURRENT SURVEY CONTROL
 KO0367  ______________________________________________________________________
 KO0367* NAD 83(1986) POSITION- 39 47 13.     (N) 113 47 52.     (W)   SCALED
 KO0367* NAVD 88 ORTHO HEIGHT -  1523.368 (meters)     4997.92  (feet) ADJUSTED
 KO0367  ______________________________________________________________________
 KO0367  GEOID HEIGHT    -        -19.356 (meters)                     GEOID18
 KO0367  DYNAMIC HEIGHT  -       1521.960 (meters)     4993.30  (feet) COMP
 KO0367  MODELED GRAVITY -    979,648.6   (mgal)                       NAVD 88
 KO0367
 KO0367  VERT ORDER      -  SECOND    CLASS 0
 KO0367
 KO0367.The horizontal coordinates were scaled from a map and have
 KO0367.an estimated accuracy of +/- 6 seconds.
 KO0367
 KO0367.The orthometric height was determined by differential leveling and
 KO0367.adjusted by the NATIONAL GEODETIC SURVEY
 KO0367.in June 1991.
 KO0367
 KO0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0367.GEOID18 height accuracy estimate available here.
 KO0367
 KO0367.Click photographs - Photos may exist for this station.
 KO0367
 KO0367.The dynamic height is computed by dividing the NAVD 88
 KO0367.geopotential number by the normal gravity value computed on the
 KO0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0367.degrees latitude (g = 980.6199 gals.).
 KO0367
 KO0367.The modeled gravity was interpolated from observed gravity values.
 KO0367
 KO0367;                    North         East    Units  Estimated Accuracy
 KO0367;SPC UT C     - 2,163,910.      303,220.      MT  (+/- 180 meters Scaled)
 KO0367
 KO0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK604078(NAD 83)
 KO0367
 KO0367                          SUPERSEDED SURVEY CONTROL
 KO0367
 KO0367  NGVD 29 (??/??/92) 1522.267  (m)         4994.30   (f) ADJ UNCH    2 0
 KO0367
 KO0367.Superseded values are not recommended for survey control.
 KO0367
 KO0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0367.See file dsdata.pdf to determine how the superseded data were derived.
 KO0367
 KO0367_MARKER: DB = BENCH MARK DISK
 KO0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0367_STAMPING: V 75 1934
 KO0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0367+STABILITY: SURFACE MOTION
 KO0367
 KO0367  HISTORY     - Date     Condition        Report By
 KO0367  HISTORY     - 1934     MONUMENTED       CGS
 KO0367
 KO0367                          STATION DESCRIPTION
 KO0367
 KO0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0367'7.4 MI N FROM TROUT CREEK.
 KO0367'7.4 MILES NORTH ALONG THE ROAD LEADING TO CALLAO FROM THE OLD POST
 KO0367'OFFICE AT TROUT CREEK, 242 FEET NORTH OF SIX GRANITE BOULDERS WEST OF
 KO0367'THE ROAD, 120 FEET EAST OF THE FOOT OF A LARGE BENCH OF HILLS, AND 45
 KO0367'FEET WEST OF THE CENTER LINE OF THE ROAD.  SET IN THE TOP OF A
 KO0367'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0190 ***********************************************************************
 LP0190  DESIGNATION -  V 76
 LP0190  PID         -  LP0190
 LP0190  STATE/COUNTY-  UT/TOOELE
 LP0190  COUNTRY     -  US
 LP0190  USGS QUAD   -  ELEPHANT KNOLL (2017)
 LP0190
 LP0190                         *CURRENT SURVEY CONTROL
 LP0190  ______________________________________________________________________
 LP0190* NAD 83(1986) POSITION- 40 20 55.     (N) 113 56 05.     (W)   SCALED
 LP0190* NAVD 88 ORTHO HEIGHT -  1334.847 (meters)     4379.41  (feet) ADJUSTED
 LP0190  ______________________________________________________________________
 LP0190  GEOID HEIGHT    -        -18.850 (meters)                     GEOID18
 LP0190  DYNAMIC HEIGHT  -       1333.764 (meters)     4375.86  (feet) COMP
 LP0190  MODELED GRAVITY -    979,767.6   (mgal)                       NAVD 88
 LP0190
 LP0190  VERT ORDER      -  SECOND    CLASS 0
 LP0190
 LP0190.The horizontal coordinates were scaled from a map and have
 LP0190.an estimated accuracy of +/- 6 seconds.
 LP0190
 LP0190.The orthometric height was determined by differential leveling and
 LP0190.adjusted by the NATIONAL GEODETIC SURVEY
 LP0190.in June 1991.
 LP0190
 LP0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0190.GEOID18 height accuracy estimate available here.
 LP0190
 LP0190.Click photographs - Photos may exist for this station.
 LP0190
 LP0190.The dynamic height is computed by dividing the NAVD 88
 LP0190.geopotential number by the normal gravity value computed on the
 LP0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0190.degrees latitude (g = 980.6199 gals.).
 LP0190
 LP0190.The modeled gravity was interpolated from observed gravity values.
 LP0190
 LP0190;                    North         East    Units  Estimated Accuracy
 LP0190;SPC UT C     - 2,226,550.      293,190.      MT  (+/- 180 meters Scaled)
 LP0190
 LP0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK507705(NAD 83)
 LP0190
 LP0190                          SUPERSEDED SURVEY CONTROL
 LP0190
 LP0190  NGVD 29 (??/??/92) 1333.848  (m)         4376.13   (f) ADJ UNCH    2 0
 LP0190
 LP0190.Superseded values are not recommended for survey control.
 LP0190
 LP0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0190.See file dsdata.pdf to determine how the superseded data were derived.
 LP0190
 LP0190_MARKER: DB = BENCH MARK DISK
 LP0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0190_STAMPING: V 76 1934
 LP0190_MARK LOGO: CGS
 LP0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0190+STABILITY: SURFACE MOTION
 LP0190
 LP0190  HISTORY     - Date     Condition        Report By
 LP0190  HISTORY     - 1934     MONUMENTED       CGS
 LP0190
 LP0190                          STATION DESCRIPTION
 LP0190
 LP0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0190'15.5 MI N FROM GOLD HILL.
 LP0190'ABOUT 15.5 MILES NORTH ALONG THE DEEP CREEK RAILROAD FROM THE STATION
 LP0190'AT GOLD HILL, TOOELE COUNTY, 42 FEET EAST OF MILEPOST 29, 81 FEET EAST
 LP0190'OF THE CENTER LINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE RAIL.
 LP0190'A STANDARD DISK, STAMPED V 76 1934 AND SET IN THE TOP OF A CONCRETE
 LP0190'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0123 ***********************************************************************
 LP0123  DESIGNATION -  V 77
 LP0123  PID         -  LP0123
 LP0123  STATE/COUNTY-  UT/TOOELE
 LP0123  COUNTRY     -  US
 LP0123  USGS QUAD   -  ARAGONITE NW (2017)
 LP0123
 LP0123                         *CURRENT SURVEY CONTROL
 LP0123  ______________________________________________________________________
 LP0123* NAD 83(1986) POSITION- 40 43 02.     (N) 113 10 49.     (W)   SCALED
 LP0123* NAVD 88 ORTHO HEIGHT -  1296.923 (meters)     4254.99  (feet) ADJUSTED
 LP0123  ______________________________________________________________________
 LP0123  GEOID HEIGHT    -        -17.834 (meters)                     GEOID18
 LP0123  DYNAMIC HEIGHT  -       1295.948 (meters)     4251.79  (feet) COMP
 LP0123  MODELED GRAVITY -    979,827.7   (mgal)                       NAVD 88
 LP0123
 LP0123  VERT ORDER      -  SECOND    CLASS 0
 LP0123
 LP0123.The horizontal coordinates were scaled from a map and have
 LP0123.an estimated accuracy of +/- 6 seconds.
 LP0123
 LP0123.The orthometric height was determined by differential leveling and
 LP0123.adjusted by the NATIONAL GEODETIC SURVEY
 LP0123.in June 1991.
 LP0123
 LP0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0123.GEOID18 height accuracy estimate available here.
 LP0123
 LP0123.Click photographs - Photos may exist for this station.
 LP0123
 LP0123.The dynamic height is computed by dividing the NAVD 88
 LP0123.geopotential number by the normal gravity value computed on the
 LP0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0123.degrees latitude (g = 980.6199 gals.).
 LP0123
 LP0123.The modeled gravity was interpolated from observed gravity values.
 LP0123
 LP0123;                    North         East    Units  Estimated Accuracy
 LP0123;SPC UT C     - 2,266,000.      358,030.      MT  (+/- 180 meters Scaled)
 LP0123
 LP0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL158096(NAD 83)
 LP0123
 LP0123                          SUPERSEDED SURVEY CONTROL
 LP0123
 LP0123  NGVD 29 (??/??/92) 1295.949  (m)         4251.79   (f) ADJ UNCH    2 0
 LP0123
 LP0123.Superseded values are not recommended for survey control.
 LP0123
 LP0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0123.See file dsdata.pdf to determine how the superseded data were derived.
 LP0123
 LP0123_MARKER: DB = BENCH MARK DISK
 LP0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0123_STAMPING: V 77 1934
 LP0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0123+STABILITY: SURFACE MOTION
 LP0123
 LP0123  HISTORY     - Date     Condition        Report By
 LP0123  HISTORY     - 1934     MONUMENTED       CGS
 LP0123  HISTORY     - 1970     GOOD             NGS
 LP0123
 LP0123                          STATION DESCRIPTION
 LP0123
 LP0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0123'5.6 MI E FROM KNOLLS.
 LP0123'5.6 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM KNOLLS, 101
 LP0123'FEET NORTH OF MILE POST 851, 85 FEET NORTH OF THE NORTH RAIL AND 3
 LP0123'FEET SOUTH OF A WITNESS POST.  IT IS SET IN THE TOP OF A 12 INCH
 LP0123'SQUARE CONCRETE MONUMENT WHICH PROJECTS 10 INCHES.  THE MARK IS ABOUT
 LP0123'5 FEET LOWER THAN THE RAILS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0287 ***********************************************************************
 KO0287  DESIGNATION -  V 78
 KO0287  PID         -  KO0287
 KO0287  STATE/COUNTY-  UT/JUAB
 KO0287  COUNTRY     -  US
 KO0287  USGS QUAD   -  TOPAZ MOUNTAIN SW (2017)
 KO0287
 KO0287                         *CURRENT SURVEY CONTROL
 KO0287  ______________________________________________________________________
 KO0287* NAD 83(1986) POSITION- 39 34 28.     (N) 113 07 32.     (W)   SCALED
 KO0287* NAVD 88 ORTHO HEIGHT -  1683.469 (meters)     5523.18  (feet) ADJUSTED
 KO0287  ______________________________________________________________________
 KO0287  GEOID HEIGHT    -        -19.341 (meters)                     GEOID18
 KO0287  DYNAMIC HEIGHT  -       1681.887 (meters)     5517.99  (feet) COMP
 KO0287  MODELED GRAVITY -    979,627.0   (mgal)                       NAVD 88
 KO0287
 KO0287  VERT ORDER      -  SECOND    CLASS 0
 KO0287
 KO0287.The horizontal coordinates were scaled from a map and have
 KO0287.an estimated accuracy of +/- 6 seconds.
 KO0287
 KO0287.The orthometric height was determined by differential leveling and
 KO0287.adjusted by the NATIONAL GEODETIC SURVEY
 KO0287.in June 1991.
 KO0287
 KO0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0287.GEOID18 height accuracy estimate available here.
 KO0287
 KO0287.Click photographs - Photos may exist for this station.
 KO0287
 KO0287.The dynamic height is computed by dividing the NAVD 88
 KO0287.geopotential number by the normal gravity value computed on the
 KO0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0287.degrees latitude (g = 980.6199 gals.).
 KO0287
 KO0287.The modeled gravity was interpolated from observed gravity values.
 KO0287
 KO0287;                    North         East    Units  Estimated Accuracy
 KO0287;SPC UT C     - 2,139,060.      360,350.      MT  (+/- 180 meters Scaled)
 KO0287
 KO0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ174826(NAD 83)
 KO0287
 KO0287                          SUPERSEDED SURVEY CONTROL
 KO0287
 KO0287  NGVD 29 (??/??/92) 1682.315  (m)         5519.40   (f) ADJ UNCH    2 0
 KO0287
 KO0287.Superseded values are not recommended for survey control.
 KO0287
 KO0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0287.See file dsdata.pdf to determine how the superseded data were derived.
 KO0287
 KO0287_MARKER: DB = BENCH MARK DISK
 KO0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0287_STAMPING: V 78 1934
 KO0287_MARK LOGO: CGS
 KO0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0287+STABILITY: SURFACE MOTION
 KO0287
 KO0287  HISTORY     - Date     Condition        Report By
 KO0287  HISTORY     - 1934     MONUMENTED       CGS
 KO0287
 KO0287                          STATION DESCRIPTION
 KO0287
 KO0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0287'29.5 MI NW FROM ABRAHAM.
 KO0287'29.5 MILES NORTHWEST ALONG THE HINCKLEY-CALLAO ROAD FROM ABRAHAM, AT
 KO0287'THE SOUTH FOOT OF A SMALL ROUND HILL.  39 FEET NORTHEAST OF A DIP, AND
 KO0287'30 FEET EAST OF THE CENTERLINE OF ROAD.  SET IN TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0309 ***********************************************************************
 JO0309  DESIGNATION -  V 8
 JO0309  PID         -  JO0309
 JO0309  STATE/COUNTY-  UT/IRON
 JO0309  COUNTRY     -  US
 JO0309  USGS QUAD   -  BURNS KNOLL (2017)
 JO0309
 JO0309                         *CURRENT SURVEY CONTROL
 JO0309  ______________________________________________________________________
 JO0309* NAD 83(1986) POSITION- 38 08 10.     (N) 113 16 19.     (W)   SCALED
 JO0309* NAVD 88 ORTHO HEIGHT -  1545.342 (meters)     5070.01  (feet) ADJUSTED
 JO0309  ______________________________________________________________________
 JO0309  GEOID HEIGHT    -        -21.834 (meters)                     GEOID18
 JO0309  DYNAMIC HEIGHT  -       1543.676 (meters)     5064.54  (feet) COMP
 JO0309  MODELED GRAVITY -    979,497.4   (mgal)                       NAVD 88
 JO0309
 JO0309  VERT ORDER      -  FIRST     CLASS II
 JO0309
 JO0309.The horizontal coordinates were scaled from a map and have
 JO0309.an estimated accuracy of +/- 6 seconds.
 JO0309
 JO0309.The orthometric height was determined by differential leveling and
 JO0309.adjusted by the NATIONAL GEODETIC SURVEY
 JO0309.in June 1991.
 JO0309
 JO0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0309.GEOID18 height accuracy estimate available here.
 JO0309
 JO0309.Click photographs - Photos may exist for this station.
 JO0309
 JO0309.The dynamic height is computed by dividing the NAVD 88
 JO0309.geopotential number by the normal gravity value computed on the
 JO0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0309.degrees latitude (g = 980.6199 gals.).
 JO0309
 JO0309.The modeled gravity was interpolated from observed gravity values.
 JO0309
 JO0309;                    North         East    Units  Estimated Accuracy
 JO0309;SPC UT S     - 3,164,560.      344,670.      MT  (+/- 180 meters Scaled)
 JO0309
 JO0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH008233(NAD 83)
 JO0309
 JO0309                          SUPERSEDED SURVEY CONTROL
 JO0309
 JO0309  NGVD 29 (??/??/92) 1544.257  (m)         5066.45   (f) ADJ UNCH    1 2
 JO0309
 JO0309.Superseded values are not recommended for survey control.
 JO0309
 JO0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0309.See file dsdata.pdf to determine how the superseded data were derived.
 JO0309
 JO0309_MARKER: B = BOLT
 JO0309_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0309_SP_SET: CULVERT HEADWALL
 JO0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0309+STABILITY: SURFACE MOTION
 JO0309
 JO0309  HISTORY     - Date     Condition        Report By
 JO0309  HISTORY     - 1908     MONUMENTED       CGS
 JO0309  HISTORY     - 1934     GOOD             CGS
 JO0309  HISTORY     - 1971     MARK NOT FOUND   USGS
 JO0309  HISTORY     - 20120229 MARK NOT FOUND   GEOCAC
 JO0309
 JO0309                          STATION DESCRIPTION
 JO0309
 JO0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0309'0.9 MI SW FROM NADA.
 JO0309'ABOUT 0.9 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM NADA,
 JO0309'IRON COUNTY, AT CULVERT 553.94, IN THE CENTER OF THE TOP OF THE NORTH
 JO0309'HEAD WALL, ABOUT 18 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK,
 JO0309'AND ABOUT 4 FEET LOWER THAN THE TOP OF THE RAIL.  A COPPER BOLT.
 JO0309'NOTE-- SOME OF THE OLD CULVERTS UNDER THE R.R. HAVE BEEN CHANGED AND
 JO0309'REPLACED WITH NEW CONCRETE CULVERTS.  THE ONE AT THIS LOCATION SEEMS
 JO0309'TO BE A NEW ONE.  THE OLD ONES HAVE THE DATE IMPRINTED IN THE
 JO0309'CONCRETE, THIS ONE DOES NOT.
 JO0309
 JO0309                          STATION RECOVERY (1971)
 JO0309
 JO0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JO0309'MARK NOT FOUND.
 JO0309
 JO0309                          STATION RECOVERY (2012)
 JO0309
 JO0309'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 JO0309'THIS END OF THE CULVERT HAS BEEN EXTENDED UNDER A SERVICE ROAD AND THE
 JO0309'HEADWALL MAY BE GONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0160 ***********************************************************************
 LP0160  DESIGNATION -  V 81
 LP0160  PID         -  LP0160
 LP0160  STATE/COUNTY-  UT/TOOELE
 LP0160  COUNTRY     -  US
 LP0160  USGS QUAD   -  CAMELS BACK RIDGE NW (2017)
 LP0160
 LP0160                         *CURRENT SURVEY CONTROL
 LP0160  ______________________________________________________________________
 LP0160* NAD 83(1986) POSITION- 40 10 42.     (N) 112 58 05.     (W)   SCALED
 LP0160* NAVD 88 ORTHO HEIGHT -  1318.512 (meters)     4325.82  (feet) ADJUSTED
 LP0160  ______________________________________________________________________
 LP0160  GEOID HEIGHT    -        -18.600 (meters)                     GEOID18
 LP0160  DYNAMIC HEIGHT  -       1317.429 (meters)     4322.27  (feet) COMP
 LP0160  MODELED GRAVITY -    979,758.9   (mgal)                       NAVD 88
 LP0160
 LP0160  VERT ORDER      -  SECOND    CLASS 0
 LP0160
 LP0160.The horizontal coordinates were scaled from a map and have
 LP0160.an estimated accuracy of +/- 6 seconds.
 LP0160
 LP0160.The orthometric height was determined by differential leveling and
 LP0160.adjusted by the NATIONAL GEODETIC SURVEY
 LP0160.in June 1991.
 LP0160
 LP0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0160.GEOID18 height accuracy estimate available here.
 LP0160
 LP0160.Click photographs - Photos may exist for this station.
 LP0160
 LP0160.The dynamic height is computed by dividing the NAVD 88
 LP0160.geopotential number by the normal gravity value computed on the
 LP0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0160.degrees latitude (g = 980.6199 gals.).
 LP0160
 LP0160.The modeled gravity was interpolated from observed gravity values.
 LP0160
 LP0160;                    North         East    Units  Estimated Accuracy
 LP0160;SPC UT C     - 2,205,860.      374,980.      MT  (+/- 180 meters Scaled)
 LP0160
 LP0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK324494(NAD 83)
 LP0160
 LP0160                          SUPERSEDED SURVEY CONTROL
 LP0160
 LP0160  NGVD 29 (??/??/92) 1317.477  (m)         4322.42   (f) ADJ UNCH    2 0
 LP0160
 LP0160.Superseded values are not recommended for survey control.
 LP0160
 LP0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0160.See file dsdata.pdf to determine how the superseded data were derived.
 LP0160
 LP0160_MARKER: DB = BENCH MARK DISK
 LP0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0160_STAMPING: V 81 1934
 LP0160_MARK LOGO: CGS
 LP0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0160+STABILITY: SURFACE MOTION
 LP0160
 LP0160  HISTORY     - Date     Condition        Report By
 LP0160  HISTORY     - 1934     MONUMENTED       CGS
 LP0160  HISTORY     - 19890523 POOR             USGS
 LP0160
 LP0160                          STATION DESCRIPTION
 LP0160
 LP0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0160'20 MI W FROM ORRS RANCH.
 LP0160'ABOUT 20 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0160'TOOELE COUNTY, THENCE ABOUT 2.4 MILES SOUTHWEST ALONG THE ROAD LEADING
 LP0160'TO FISH SPRINGS, ABOUT 0.2 MILE WEST OF A SHARP CURVE LEADING
 LP0160'SOUTHEAST, AND 51 FEET SOUTH OF THE CENTER LINE OF THE ROAD. A
 LP0160'STANDARD DISK, STAMPED V 81 1934 AND SET IN THE TOP OF A CONCRETE
 LP0160'POST.
 LP0160
 LP0160                          STATION RECOVERY (1989)
 LP0160
 LP0160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (SDC)
 LP0160'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0378 ***********************************************************************
 MS0378  DESIGNATION -  V 83
 MS0378  PID         -  MS0378
 MS0378  STATE/COUNTY-  UT/BOX ELDER
 MS0378  COUNTRY     -  US
 MS0378  USGS QUAD   -  LUCIN (2017)
 MS0378
 MS0378                         *CURRENT SURVEY CONTROL
 MS0378  ______________________________________________________________________
 MS0378* NAD 83(1986) POSITION- 41 18 38.52   (N) 113 54 46.08   (W)   HD_HELD1
 MS0378* NAVD 88 ORTHO HEIGHT -  1382.357 (meters)     4535.28  (feet) ADJUSTED
 MS0378  ______________________________________________________________________
 MS0378  GEOID HEIGHT    -        -16.833 (meters)                     GEOID18
 MS0378  DYNAMIC HEIGHT  -       1381.372 (meters)     4532.05  (feet) COMP
 MS0378  MODELED GRAVITY -    979,862.2   (mgal)                       NAVD 88
 MS0378
 MS0378  VERT ORDER      -  SECOND    CLASS 0
 MS0378
 MS0378.The horizontal coordinates were determined by differentially corrected
 MS0378.hand held GPS observations or other comparable positioning techniques
 MS0378.and have an estimated accuracy of +/- 3 meters.
 MS0378
 MS0378.The orthometric height was determined by differential leveling and
 MS0378.adjusted by the NATIONAL GEODETIC SURVEY
 MS0378.in June 1991.
 MS0378
 MS0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0378.GEOID18 height accuracy estimate available here.
 MS0378
 MS0378.Click photographs - Photos may exist for this station.
 MS0378
 MS0378.The dynamic height is computed by dividing the NAVD 88
 MS0378.geopotential number by the normal gravity value computed on the
 MS0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0378.degrees latitude (g = 980.6199 gals.).
 MS0378
 MS0378.The modeled gravity was interpolated from observed gravity values.
 MS0378
 MS0378;                    North         East    Units  Estimated Accuracy
 MS0378;SPC UT N     - 1,111,341.4     297,989.5     MT  (+/- 3 meters HH1 GPS) 
 MS0378
 MS0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL5616977342(NAD 83)
 MS0378
 MS0378                          SUPERSEDED SURVEY CONTROL
 MS0378
 MS0378  NGVD 29 (??/??/92) 1381.34   (m)         4531.9    (f) COMPUTED    2 0
 MS0378
 MS0378.Superseded values are not recommended for survey control.
 MS0378
 MS0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0378.See file dsdata.pdf to determine how the superseded data were derived.
 MS0378
 MS0378_MARKER: DB = BENCH MARK DISK
 MS0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0378_STAMPING: V 83 1958
 MS0378_MARK LOGO: CGS
 MS0378_MAGNETIC: N = NO MAGNETIC MATERIAL
 MS0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0378+STABILITY: SURFACE MOTION
 MS0378
 MS0378  HISTORY     - Date     Condition        Report By
 MS0378  HISTORY     - 1958     MONUMENTED       CGS
 MS0378  HISTORY     - 19980806 GOOD             NIMA
 MS0378
 MS0378                          STATION DESCRIPTION
 MS0378
 MS0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MS0378'2.65 MI S FROM LUCIN.
 MS0378'2.65 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT LUCIN,
 MS0378'0.25 MILE NORTH OF THE CROSSING OF A 10-FOOT DEEP WASH, 55 FEET EAST
 MS0378'OF THE CENTER LINE OF THE ROAD, 2.9 FEET WEST OF A WITNESS POST, ABOUT
 MS0378'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MS0378'0.4 FOOT ABOVE THE GROUND.
 MS0378
 MS0378                          STATION RECOVERY (1998)
 MS0378
 MS0378'RECOVERY NOTE BY NATIONAL IMAGERY + MAPPING AGENCY 1998 (JDT)
 MS0378'GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0308 ***********************************************************************
 LP0308  DESIGNATION -  V 84
 LP0308  PID         -  LP0308
 LP0308  STATE/COUNTY-  UT/TOOELE
 LP0308  COUNTRY     -  US
 LP0308  USGS QUAD   -  SILVER ISLAND PASS (2017)
 LP0308
 LP0308                         *CURRENT SURVEY CONTROL
 LP0308  ______________________________________________________________________
 LP0308* NAD 83(1986) POSITION- 40 59 01.     (N) 113 59 22.     (W)   SCALED
 LP0308* NAVD 88 ORTHO HEIGHT -  1309.446 (meters)     4296.07  (feet) ADJUSTED
 LP0308  ______________________________________________________________________
 LP0308  GEOID HEIGHT    -        -17.625 (meters)                     GEOID18
 LP0308  DYNAMIC HEIGHT  -       1308.441 (meters)     4292.78  (feet) COMP
 LP0308  MODELED GRAVITY -    979,812.0   (mgal)                       NAVD 88
 LP0308
 LP0308  VERT ORDER      -  SECOND    CLASS 0
 LP0308
 LP0308.The horizontal coordinates were scaled from a map and have
 LP0308.an estimated accuracy of +/- 6 seconds.
 LP0308
 LP0308.The orthometric height was determined by differential leveling and
 LP0308.adjusted by the NATIONAL GEODETIC SURVEY
 LP0308.in June 1991.
 LP0308
 LP0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0308.GEOID18 height accuracy estimate available here.
 LP0308
 LP0308.Click photographs - Photos may exist for this station.
 LP0308
 LP0308.The dynamic height is computed by dividing the NAVD 88
 LP0308.geopotential number by the normal gravity value computed on the
 LP0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0308.degrees latitude (g = 980.6199 gals.).
 LP0308
 LP0308.The modeled gravity was interpolated from observed gravity values.
 LP0308
 LP0308;                    North         East    Units  Estimated Accuracy
 LP0308;SPC UT C     - 2,297,170.      290,500.      MT  (+/- 180 meters Scaled)
 LP0308
 LP0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL485412(NAD 83)
 LP0308
 LP0308                          SUPERSEDED SURVEY CONTROL
 LP0308
 LP0308  NGVD 29 (??/??/92) 1308.44   (m)         4292.8    (f) COMPUTED    2 0
 LP0308
 LP0308.Superseded values are not recommended for survey control.
 LP0308
 LP0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0308.See file dsdata.pdf to determine how the superseded data were derived.
 LP0308
 LP0308_MARKER: DB = BENCH MARK DISK
 LP0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0308_STAMPING: V 84 1958
 LP0308_MARK LOGO: CGS
 LP0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0308+STABILITY: SURFACE MOTION
 LP0308
 LP0308  HISTORY     - Date     Condition        Report By
 LP0308  HISTORY     - 1958     MONUMENTED       CGS
 LP0308
 LP0308                          STATION DESCRIPTION
 LP0308
 LP0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LP0308'19.7 MI N FROM WENDOVER.
 LP0308'0.9 MILE EAST ALONG U. S. HIGHWAY 40 AND 50 ALTERNATE FROM THE
 LP0308'NEVADA-UTAH STATE LINE AT WENDOVER, THENCE 5.1 MILES NORTH ALONG A
 LP0308'GRAVEL ROAD, THENCE 11.7 MILES NORTH ALONG A DIRT ROAD, THENCE 2.0
 LP0308'MILES NORTHEAST ALONG A GRAVEL ROAD, 0.35 MILE SOUTHWEST OF AN
 LP0308'ABANDONED RANCH, 33 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 LP0308'80 FEET WEST OF THE CENTER OF THE CROSSING OF A WASH, 70 FEET
 LP0308'SOUTHWEST OF THE CENTER OF THE WASH, 3.1 FEET SOUTHEAST OF A WITNESS
 LP0308'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LP0308'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0254 ***********************************************************************
 LO0254  DESIGNATION -  V 85
 LO0254  PID         -  LO0254
 LO0254  STATE/COUNTY-  UT/SUMMIT
 LO0254  COUNTRY     -  US
 LO0254  USGS QUAD   -  COALVILLE (2017)
 LO0254
 LO0254                         *CURRENT SURVEY CONTROL
 LO0254  ______________________________________________________________________
 LO0254* NAD 83(1986) POSITION- 40 55 15.     (N) 111 24 05.     (W)   SCALED
 LO0254* NAVD 88 ORTHO HEIGHT -  1699.148 (meters)     5574.62  (feet) ADJUSTED
 LO0254  ______________________________________________________________________
 LO0254  GEOID HEIGHT    -        -15.854 (meters)                     GEOID18
 LO0254  DYNAMIC HEIGHT  -       1697.643 (meters)     5569.68  (feet) COMP
 LO0254  MODELED GRAVITY -    979,679.4   (mgal)                       NAVD 88
 LO0254
 LO0254  VERT ORDER      -  FIRST     CLASS II
 LO0254
 LO0254.The horizontal coordinates were scaled from a map and have
 LO0254.an estimated accuracy of +/- 6 seconds.
 LO0254
 LO0254.The orthometric height was determined by differential leveling and
 LO0254.adjusted by the NATIONAL GEODETIC SURVEY
 LO0254.in June 1991.
 LO0254
 LO0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0254.GEOID18 height accuracy estimate available here.
 LO0254
 LO0254.Click photographs - Photos may exist for this station.
 LO0254
 LO0254.The dynamic height is computed by dividing the NAVD 88
 LO0254.geopotential number by the normal gravity value computed on the
 LO0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0254.degrees latitude (g = 980.6199 gals.).
 LO0254
 LO0254.The modeled gravity was interpolated from observed gravity values.
 LO0254
 LO0254;                    North         East    Units  Estimated Accuracy
 LO0254;SPC UT N     - 1,065,250.      508,310.      MT  (+/- 180 meters Scaled)
 LO0254
 LO0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL662300(NAD 83)
 LO0254
 LO0254                          SUPERSEDED SURVEY CONTROL
 LO0254
 LO0254  NGVD 29 (??/??/92) 1697.885  (m)         5570.48   (f) ADJ UNCH    1 2
 LO0254
 LO0254.Superseded values are not recommended for survey control.
 LO0254
 LO0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0254.See file dsdata.pdf to determine how the superseded data were derived.
 LO0254
 LO0254_MARKER: DB = BENCH MARK DISK
 LO0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0254_SP_SET: BRIDGE
 LO0254_STAMPING: V 85 1934
 LO0254_MARK LOGO: CGS
 LO0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0254
 LO0254  HISTORY     - Date     Condition        Report By
 LO0254  HISTORY     - 1934     MONUMENTED       CGS
 LO0254  HISTORY     - 1962     GOOD             CGS
 LO0254  HISTORY     - 20120424 MARK NOT FOUND   GEOCAC
 LO0254
 LO0254                          STATION DESCRIPTION
 LO0254
 LO0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0254'IN COALVILLE.
 LO0254'AT COALVILLE, 0.2 MILE NORTH ALONG U.S. HIGHWAY 189 FROM THE COUNTY
 LO0254'COURTHOUSE, IN THE TOP OF THE WEST CURB OF A CONCRETE BRIDGE OVER
 LO0254'CHALK CREEK, 21 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 7 FEET
 LO0254'SOUTH OF THE NORTH END OF THE CURB, AND ABOUT 0.8 FOOT ABOVE THE
 LO0254'HIGHWAY.
 LO0254
 LO0254                          STATION RECOVERY (2012)
 LO0254
 LO0254'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 LO0254'THE BRIDGE IN THE DESCRIPTION HAS BEEN REPLACED BY A NEW, ALMOST
 LO0254'IDENTICAL, BUT SLIGHTLY WIDER BRIDGE. THERE IS NO DISC AT THE
 LO0254'DESCRIBED LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0101 ***********************************************************************
 LP0101  DESIGNATION -  V 87
 LP0101  PID         -  LP0101
 LP0101  STATE/COUNTY-  UT/TOOELE
 LP0101  COUNTRY     -  US
 LP0101  USGS QUAD   -  DELLE (2017)
 LP0101
 LP0101                         *CURRENT SURVEY CONTROL
 LP0101  ______________________________________________________________________
 LP0101* NAD 83(1986) POSITION- 40 45 45.     (N) 112 45 28.     (W)   SCALED
 LP0101* NAVD 88 ORTHO HEIGHT -  1290.279 (meters)     4233.19  (feet) ADJUSTED
 LP0101  ______________________________________________________________________
 LP0101  GEOID HEIGHT    -        -17.512 (meters)                     GEOID18
 LP0101  DYNAMIC HEIGHT  -       1289.310 (meters)     4230.01  (feet) COMP
 LP0101  MODELED GRAVITY -    979,828.7   (mgal)                       NAVD 88
 LP0101
 LP0101  VERT ORDER      -  SECOND    CLASS 0
 LP0101
 LP0101.The horizontal coordinates were scaled from a map and have
 LP0101.an estimated accuracy of +/- 6 seconds.
 LP0101
 LP0101.The orthometric height was determined by differential leveling and
 LP0101.adjusted by the NATIONAL GEODETIC SURVEY
 LP0101.in June 1991.
 LP0101
 LP0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0101.GEOID18 height accuracy estimate available here.
 LP0101
 LP0101.Click photographs - Photos may exist for this station.
 LP0101
 LP0101.The dynamic height is computed by dividing the NAVD 88
 LP0101.geopotential number by the normal gravity value computed on the
 LP0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0101.degrees latitude (g = 980.6199 gals.).
 LP0101
 LP0101.The modeled gravity was interpolated from observed gravity values.
 LP0101
 LP0101;                    North         East    Units  Estimated Accuracy
 LP0101;SPC UT C     - 2,270,440.      393,800.      MT  (+/- 180 meters Scaled)
 LP0101
 LP0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL516138(NAD 83)
 LP0101
 LP0101                          SUPERSEDED SURVEY CONTROL
 LP0101
 LP0101  NGVD 29 (??/??/92) 1289.281  (m)         4229.92   (f) ADJ UNCH    2 0
 LP0101
 LP0101.Superseded values are not recommended for survey control.
 LP0101
 LP0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0101.See file dsdata.pdf to determine how the superseded data were derived.
 LP0101
 LP0101_MARKER: DB = BENCH MARK DISK
 LP0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0101_STAMPING: V 87 1934
 LP0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0101+STABILITY: SURFACE MOTION
 LP0101
 LP0101  HISTORY     - Date     Condition        Report By
 LP0101  HISTORY     - 1934     MONUMENTED       CGS
 LP0101
 LP0101                          STATION DESCRIPTION
 LP0101
 LP0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0101'16.9 MI W FROM BURMESTER.
 LP0101'16.9 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION AT
 LP0101'BURMESTER, TOOELE COUNTY, 2-1/2 POLES EAST OF MILEPOST 880, AND 75
 LP0101'FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED V
 LP0101'87 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0113 ***********************************************************************
 MS0113  DESIGNATION -  V 88
 MS0113  PID         -  MS0113
 MS0113  STATE/COUNTY-  UT/BOX ELDER
 MS0113  COUNTRY     -  US
 MS0113  USGS QUAD   -  RIDGEDALE PASS (2017)
 MS0113
 MS0113                         *CURRENT SURVEY CONTROL
 MS0113  ______________________________________________________________________
 MS0113* NAD 83(1986) POSITION- 41 53 04.     (N) 112 29 25.     (W)   SCALED
 MS0113* NAVD 88 ORTHO HEIGHT -  1480.695 (meters)     4857.91  (feet) ADJUSTED
 MS0113  ______________________________________________________________________
 MS0113  GEOID HEIGHT    -        -15.020 (meters)                     GEOID18
 MS0113  DYNAMIC HEIGHT  -       1479.659 (meters)     4854.51  (feet) COMP
 MS0113  MODELED GRAVITY -    979,871.0   (mgal)                       NAVD 88
 MS0113
 MS0113  VERT ORDER      -  SECOND    CLASS 0
 MS0113
 MS0113.The horizontal coordinates were scaled from a map and have
 MS0113.an estimated accuracy of +/- 6 seconds.
 MS0113
 MS0113.The orthometric height was determined by differential leveling and
 MS0113.adjusted by the NATIONAL GEODETIC SURVEY
 MS0113.in June 1991.
 MS0113
 MS0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0113.GEOID18 height accuracy estimate available here.
 MS0113
 MS0113.Click photographs - Photos may exist for this station.
 MS0113
 MS0113.The dynamic height is computed by dividing the NAVD 88
 MS0113.geopotential number by the normal gravity value computed on the
 MS0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0113.degrees latitude (g = 980.6199 gals.).
 MS0113
 MS0113.The modeled gravity was interpolated from observed gravity values.
 MS0113
 MS0113;                    North         East    Units  Estimated Accuracy
 MS0113;SPC UT N     - 1,172,730.      417,810.      MT  (+/- 180 meters Scaled)
 MS0113
 MS0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM763380(NAD 83)
 MS0113
 MS0113                          SUPERSEDED SURVEY CONTROL
 MS0113
 MS0113  NGVD 29 (??/??/92) 1479.628  (m)         4854.41   (f) ADJ UNCH    2 0
 MS0113
 MS0113.Superseded values are not recommended for survey control.
 MS0113
 MS0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0113.See file dsdata.pdf to determine how the superseded data were derived.
 MS0113
 MS0113_MARKER: DB = BENCH MARK DISK
 MS0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0113_STAMPING: V 88 1934
 MS0113_MARK LOGO: CGS
 MS0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0113+STABILITY: SURFACE MOTION
 MS0113
 MS0113  HISTORY     - Date     Condition        Report By
 MS0113  HISTORY     - 1934     MONUMENTED       CGS
 MS0113  HISTORY     - 1968     MARK NOT FOUND   USGS
 MS0113
 MS0113                          STATION DESCRIPTION
 MS0113
 MS0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0113'13.5 MI SE FROM SNOWVILLE.
 MS0113'13.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 S FROM THE CAFE BUILDING AT
 MS0113'SNOWVILLE, 2,500 FEET SOUTH OF A SCHOOLHOUSE AND WINDMILL, AT THE
 MS0113'JUNCTION OF A T-ROAD LEADING NORTH, 50 FEET NORTH OF THE CENTER LINE
 MS0113'OF THE HIGHWAY, AND IN A PROPERTY LINE, AND SET IN THE TOP OF A
 MS0113'CONCRETE POST.  NOTE-- RECENT CULTURAL CHANGE (FREEWAY).
 MS0113
 MS0113                          STATION RECOVERY (1968)
 MS0113
 MS0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MS0113'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0251 ***********************************************************************
 MS0251  DESIGNATION -  V 89
 MS0251  PID         -  MS0251
 MS0251  STATE/COUNTY-  UT/BOX ELDER
 MS0251  COUNTRY     -  US
 MS0251  USGS QUAD   -  MONUMENT PEAK SW (2017)
 MS0251
 MS0251                         *CURRENT SURVEY CONTROL
 MS0251  ______________________________________________________________________
 MS0251* NAD 83(1986) POSITION- 41 51 50.     (N) 112 56 53.     (W)   SCALED
 MS0251* NAVD 88 ORTHO HEIGHT -  1322.409 (meters)     4338.60  (feet) ADJUSTED
 MS0251  ______________________________________________________________________
 MS0251  GEOID HEIGHT    -        -15.238 (meters)                     GEOID18
 MS0251  DYNAMIC HEIGHT  -       1321.547 (meters)     4335.78  (feet) COMP
 MS0251  MODELED GRAVITY -    979,924.5   (mgal)                       NAVD 88
 MS0251
 MS0251  VERT ORDER      -  SECOND    CLASS 0
 MS0251
 MS0251.The horizontal coordinates were scaled from a map and have
 MS0251.an estimated accuracy of +/- 6 seconds.
 MS0251
 MS0251.The orthometric height was determined by differential leveling and
 MS0251.adjusted by the NATIONAL GEODETIC SURVEY
 MS0251.in June 1991.
 MS0251
 MS0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0251.GEOID18 height accuracy estimate available here.
 MS0251
 MS0251.Click photographs - Photos may exist for this station.
 MS0251
 MS0251.The dynamic height is computed by dividing the NAVD 88
 MS0251.geopotential number by the normal gravity value computed on the
 MS0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0251.degrees latitude (g = 980.6199 gals.).
 MS0251
 MS0251.The modeled gravity was interpolated from observed gravity values.
 MS0251
 MS0251;                    North         East    Units  Estimated Accuracy
 MS0251;SPC UT N     - 1,170,980.      379,780.      MT  (+/- 180 meters Scaled)
 MS0251
 MS0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM383364(NAD 83)
 MS0251
 MS0251                          SUPERSEDED SURVEY CONTROL
 MS0251
 MS0251  NGVD 29 (??/??/92) 1321.404  (m)         4335.31   (f) ADJ UNCH    2 0
 MS0251
 MS0251.Superseded values are not recommended for survey control.
 MS0251
 MS0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0251.See file dsdata.pdf to determine how the superseded data were derived.
 MS0251
 MS0251_MARKER: DB = BENCH MARK DISK
 MS0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0251_STAMPING: V 89 1934
 MS0251_MARK LOGO: CGS
 MS0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0251+STABILITY: SURFACE MOTION
 MS0251
 MS0251  HISTORY     - Date     Condition        Report By
 MS0251  HISTORY     - 1934     MONUMENTED       CGS
 MS0251
 MS0251                          STATION DESCRIPTION
 MS0251
 MS0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0251'12.6 MI NE FROM KELTON.
 MS0251'ABOUT 12.6 MILES NORTHEAST ALONG THE ROAD LEADING TO A JUNCTION WITH
 MS0251'U.S. HIGHWAY 30S FROM THE SOUTHERN PACIFIC CO. RAILROAD FREIGHT
 MS0251'STATION AT KELTON, BOX ELDER COUNTY, ABOUT 10.6 MILES SOUTHWEST OF THE
 MS0251'JUNCTION AND 30 FEET EAST OF THE CENTER LINE OF THE ROAD.  A STANDARD
 MS0251'DISK, STAMPED V 89 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0573 ***********************************************************************
 LO0573  DESIGNATION -  V 90
 LO0573  PID         -  LO0573
 LO0573  STATE/COUNTY-  UT/SALT LAKE
 LO0573  COUNTRY     -  US
 LO0573  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0573
 LO0573                         *CURRENT SURVEY CONTROL
 LO0573  ______________________________________________________________________
 LO0573* NAD 83(1986) POSITION- 40 42 00.     (N) 111 54 14.     (W)   SCALED
 LO0573* NAVD 88 ORTHO HEIGHT -  1295.615 (meters)     4250.70  (feet) ADJUSTED
 LO0573  ______________________________________________________________________
 LO0573  GEOID HEIGHT    -        -17.011 (meters)                     GEOID18
 LO0573  DYNAMIC HEIGHT  -       1294.576 (meters)     4247.29  (feet) COMP
 LO0573  MODELED GRAVITY -    979,779.1   (mgal)                       NAVD 88
 LO0573
 LO0573  VERT ORDER      -  FIRST     CLASS II
 LO0573
 LO0573.The horizontal coordinates were scaled from a map and have
 LO0573.an estimated accuracy of +/- 6 seconds.
 LO0573
 LO0573.The orthometric height was determined by differential leveling and
 LO0573.adjusted by the NATIONAL GEODETIC SURVEY
 LO0573.in June 1991.
 LO0573
 LO0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0573.GEOID18 height accuracy estimate available here.
 LO0573
 LO0573.Click photographs - Photos may exist for this station.
 LO0573
 LO0573.The dynamic height is computed by dividing the NAVD 88
 LO0573.geopotential number by the normal gravity value computed on the
 LO0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0573.degrees latitude (g = 980.6199 gals.).
 LO0573
 LO0573.The modeled gravity was interpolated from observed gravity values.
 LO0573
 LO0573;                    North         East    Units  Estimated Accuracy
 LO0573;SPC UT C     - 2,262,830.      465,870.      MT  (+/- 180 meters Scaled)
 LO0573
 LO0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL236058(NAD 83)
 LO0573
 LO0573                          SUPERSEDED SURVEY CONTROL
 LO0573
 LO0573  NGVD 29 (??/??/92) 1294.669  (m)         4247.59   (f) ADJ UNCH    1 2
 LO0573
 LO0573.Superseded values are not recommended for survey control.
 LO0573
 LO0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0573.See file dsdata.pdf to determine how the superseded data were derived.
 LO0573
 LO0573_MARKER: DB = BENCH MARK DISK
 LO0573_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0573_SP_SET: BRIDGE
 LO0573_STAMPING: V 90 1953
 LO0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0573
 LO0573  HISTORY     - Date     Condition        Report By
 LO0573  HISTORY     - 1953     MONUMENTED       CGS
 LO0573  HISTORY     - 19970914 MARK NOT FOUND   NGS
 LO0573
 LO0573                          STATION DESCRIPTION
 LO0573
 LO0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LO0573'2.3 MI N FROM MURRAY.
 LO0573'2.3 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 LO0573'THE CITY POWER PLANT AT MURRAY, AT BRIDGE 740-71 OVER STATE HIGHWAY
 LO0573'174, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL, 7.0
 LO0573'FEET EAST OF THE EAST RAIL OF THE EAST TRACK, AND ABOUT 2 FEET HIGHER
 LO0573'THAN THE TRACK.
 LO0573
 LO0573                          STATION RECOVERY (1997)
 LO0573
 LO0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 LO0573'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  THE BRIDGE HAS
 LO0573'BEEN REPLACED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0570 ***********************************************************************
 LO0570  DESIGNATION -  V 91
 LO0570  PID         -  LO0570
 LO0570  STATE/COUNTY-  UT/SALT LAKE
 LO0570  COUNTRY     -  US
 LO0570  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0570
 LO0570                         *CURRENT SURVEY CONTROL
 LO0570  ______________________________________________________________________
 LO0570* NAD 83(1986) POSITION- 40 40 52.     (N) 111 53 53.     (W)   SCALED
 LO0570* NAVD 88 ORTHO HEIGHT -  1301.324 (meters)     4269.43  (feet) ADJUSTED
 LO0570  ______________________________________________________________________
 LO0570  GEOID HEIGHT    -        -17.006 (meters)                     GEOID18
 LO0570  DYNAMIC HEIGHT  -       1300.278 (meters)     4266.00  (feet) COMP
 LO0570  MODELED GRAVITY -    979,776.5   (mgal)                       NAVD 88
 LO0570
 LO0570  VERT ORDER      -  FIRST     CLASS II
 LO0570
 LO0570.The horizontal coordinates were scaled from a map and have
 LO0570.an estimated accuracy of +/- 6 seconds.
 LO0570
 LO0570.The orthometric height was determined by differential leveling and
 LO0570.adjusted by the NATIONAL GEODETIC SURVEY
 LO0570.in June 1991.
 LO0570
 LO0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0570.GEOID18 height accuracy estimate available here.
 LO0570
 LO0570.Click photographs - Photos may exist for this station.
 LO0570
 LO0570.The dynamic height is computed by dividing the NAVD 88
 LO0570.geopotential number by the normal gravity value computed on the
 LO0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0570.degrees latitude (g = 980.6199 gals.).
 LO0570
 LO0570.The modeled gravity was interpolated from observed gravity values.
 LO0570
 LO0570;                    North         East    Units  Estimated Accuracy
 LO0570;SPC UT C     - 2,260,730.      466,350.      MT  (+/- 180 meters Scaled)
 LO0570
 LO0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL241037(NAD 83)
 LO0570
 LO0570                          SUPERSEDED SURVEY CONTROL
 LO0570
 LO0570  NGVD 29 (??/??/92) 1300.377  (m)         4266.32   (f) ADJ UNCH    1 2
 LO0570
 LO0570.Superseded values are not recommended for survey control.
 LO0570
 LO0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0570.See file dsdata.pdf to determine how the superseded data were derived.
 LO0570
 LO0570_MARKER: DB = BENCH MARK DISK
 LO0570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0570_SP_SET: BIRDGE
 LO0570_STAMPING: V 91 1953
 LO0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0570
 LO0570  HISTORY     - Date     Condition        Report By
 LO0570  HISTORY     - 1953     MONUMENTED       CGS
 LO0570  HISTORY     - 1983     GOOD             NGS
 LO0570  HISTORY     - 19970914 MARK NOT FOUND   NGS
 LO0570
 LO0570                          STATION DESCRIPTION
 LO0570
 LO0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LO0570'1.0 MI N FROM MURRAY.
 LO0570'1.0 MILE NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 LO0570'THE CITY POWER PLANT AT MURRAY, 8 1/2 RAILS SOUTH OF BRIDGE 739.46
 LO0570'OVER CENTRAL AVENUE, AT A CONCRETE BRIDGE OVER BIG COTTONWOOD CREEK,
 LO0570'IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL, 22.7 FEET WEST OF
 LO0570'THE WEST RAIL OF THE WEST TRACK (SLOPING MEASUREMENT) AND ABOUT 10
 LO0570'FEET LOWER THAN THE TRACK.
 LO0570
 LO0570                          STATION RECOVERY (1983)
 LO0570
 LO0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LO0570'RECOVERED IN GOOD CONDITION.
 LO0570
 LO0570                          STATION RECOVERY (1997)
 LO0570
 LO0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 LO0570'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ALL THAT REMAINS
 LO0570'IS THE STEM OF THE DISK.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0426 ***********************************************************************
 MR0426  DESIGNATION -  V 92
 MR0426  PID         -  MR0426
 MR0426  STATE/COUNTY-  UT/DAVIS
 MR0426  COUNTRY     -  US
 MR0426  USGS QUAD   -  KAYSVILLE (2017)
 MR0426
 MR0426                         *CURRENT SURVEY CONTROL
 MR0426  ______________________________________________________________________
 MR0426* NAD 83(1986) POSITION- 41 06 33.     (N) 111 58 25.     (W)   SCALED
 MR0426* NAVD 88 ORTHO HEIGHT -  1456.469 (meters)     4778.43  (feet) ADJUSTED
 MR0426  ______________________________________________________________________
 MR0426  GEOID HEIGHT    -        -16.784 (meters)                     GEOID18
 MR0426  DYNAMIC HEIGHT  -       1455.327 (meters)     4774.69  (feet) COMP
 MR0426  MODELED GRAVITY -    979,789.5   (mgal)                       NAVD 88
 MR0426
 MR0426  VERT ORDER      -  FIRST     CLASS II
 MR0426
 MR0426.The horizontal coordinates were scaled from a map and have
 MR0426.an estimated accuracy of +/- 6 seconds.
 MR0426
 MR0426.The orthometric height was determined by differential leveling and
 MR0426.adjusted by the NATIONAL GEODETIC SURVEY
 MR0426.in June 1991.
 MR0426
 MR0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0426.GEOID18 height accuracy estimate available here.
 MR0426
 MR0426.Click photographs - Photos may exist for this station.
 MR0426
 MR0426.The dynamic height is computed by dividing the NAVD 88
 MR0426.geopotential number by the normal gravity value computed on the
 MR0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0426.degrees latitude (g = 980.6199 gals.).
 MR0426
 MR0426.The modeled gravity was interpolated from observed gravity values.
 MR0426
 MR0426;                    North         East    Units  Estimated Accuracy
 MR0426;SPC UT N     - 1,086,260.      460,220.      MT  (+/- 180 meters Scaled)
 MR0426
 MR0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL182513(NAD 83)
 MR0426
 MR0426                          SUPERSEDED SURVEY CONTROL
 MR0426
 MR0426  NGVD 29 (??/??/92) 1455.520  (m)         4775.32   (f) ADJ UNCH    1 2
 MR0426
 MR0426.Superseded values are not recommended for survey control.
 MR0426
 MR0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0426.See file dsdata.pdf to determine how the superseded data were derived.
 MR0426
 MR0426_MARKER: DB = BENCH MARK DISK
 MR0426_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MR0426_SP_SET: PLATFORM
 MR0426_STAMPING: V 92 1953
 MR0426_MARK LOGO: CGS
 MR0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0426
 MR0426  HISTORY     - Date     Condition        Report By
 MR0426  HISTORY     - 1953     MONUMENTED       CGS
 MR0426  HISTORY     - 19880501 GOOD             USGS
 MR0426
 MR0426                          STATION DESCRIPTION
 MR0426
 MR0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MR0426'IN HILL AIR FORCE BASE.
 MR0426'AT HILL AIR FORCE BASE, AT BUILDING 122, SET VERTICALLY IN THE
 MR0426'SOUTHWEST CORNER OF THE CONCRETE PLATFORM AT THE NORTH ENTRANCE ON THE
 MR0426'WEST SIDE OF THE BUILDING, 5.2 FEET SOUTHWEST OF THE CENTER OF THE
 MR0426'ENTRANCE, AND 1.1 FEET ABOVE THE GROUND.
 MR0426
 MR0426                          STATION RECOVERY (1988)
 MR0426
 MR0426'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (GH)
 MR0426'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0065 ***********************************************************************
 MS0065  DESIGNATION -  V 93
 MS0065  PID         -  MS0065
 MS0065  STATE/COUNTY-  UT/BOX ELDER
 MS0065  COUNTRY     -  US
 MS0065  USGS QUAD   -  BEAR RIVER CITY (2017)
 MS0065
 MS0065                         *CURRENT SURVEY CONTROL
 MS0065  ______________________________________________________________________
 MS0065* NAD 83(1986) POSITION- 41 34 05.3    (N) 112 11 51.6    (W)   HD_HELD2
 MS0065* NAVD 88 ORTHO HEIGHT -  1295.008 (meters)     4248.71  (feet) ADJUSTED
 MS0065  ______________________________________________________________________
 MS0065  GEOID HEIGHT    -        -16.148 (meters)                     GEOID18
 MS0065  DYNAMIC HEIGHT  -       1294.118 (meters)     4245.79  (feet) COMP
 MS0065  MODELED GRAVITY -    979,890.8   (mgal)                       NAVD 88
 MS0065
 MS0065  VERT ORDER      -  FIRST     CLASS II
 MS0065
 MS0065.The horizontal coordinates were established by autonomous hand held GPS
 MS0065.observations and have an estimated accuracy of +/- 10 meters.
 MS0065
 MS0065.The orthometric height was determined by differential leveling and
 MS0065.adjusted by the NATIONAL GEODETIC SURVEY
 MS0065.in June 1991.
 MS0065
 MS0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0065.GEOID18 height accuracy estimate available here.
 MS0065
 MS0065.Click photographs - Photos may exist for this station.
 MS0065
 MS0065.The dynamic height is computed by dividing the NAVD 88
 MS0065.geopotential number by the normal gravity value computed on the
 MS0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0065.degrees latitude (g = 980.6199 gals.).
 MS0065
 MS0065.The modeled gravity was interpolated from observed gravity values.
 MS0065
 MS0065;                    North         East    Units  Estimated Accuracy
 MS0065;SPC UT N     - 1,137,361.      441,811.      MT  (+/- 10 meters HH2 GPS)
 MS0065
 MS0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM0014302521(NAD 83)
 MS0065
 MS0065                          SUPERSEDED SURVEY CONTROL
 MS0065
 MS0065  NGVD 29 (??/??/92) 1294.041  (m)         4245.53   (f) ADJ UNCH    1 2
 MS0065
 MS0065.Superseded values are not recommended for survey control.
 MS0065
 MS0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0065.See file dsdata.pdf to determine how the superseded data were derived.
 MS0065
 MS0065_MARKER: DB = BENCH MARK DISK
 MS0065_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0065_SP_SET: BOX CULVERT HEADWALL
 MS0065_STAMPING: V 93 1953
 MS0065_MARK LOGO: CGS
 MS0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0065+STABILITY: SURFACE MOTION
 MS0065
 MS0065  HISTORY     - Date     Condition        Report By
 MS0065  HISTORY     - 1953     MONUMENTED       CGS
 MS0065  HISTORY     - 1984     GOOD             NGS
 MS0065
 MS0065                          STATION DESCRIPTION
 MS0065
 MS0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0065'4.9 MI W FROM CORINNE.
 MS0065'0.2 MILE NORTH ALONG FOURTH STREET FROM THE PUBLIC SCHOOL AT CORINNE,
 MS0065'THENCE 4.6 MILES WEST ALONG STATE HIGHWAY 83, THENCE 0.1 MILE SOUTH
 MS0065'ALONG A PAVED ROAD.  AT THE CROSSING OF THE ABANDONED SOUTHERN PACIFIC
 MS0065'COMPANY RAILROAD, AT A 3- BY 6-FOOT CONCRETE BOX CULVERT IN AN
 MS0065'IRRIGATION DITCH, IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL,
 MS0065'70 FEET SOUTH OF THE CENTER LINE OF THE OLD RAILROAD BED, 14 FEET WEST
 MS0065'OF THE CENTER LINE OF THE ROAD, AND ABOUT 1/2 FOOT LOWER THAN THE
 MS0065'ROAD.
 MS0065
 MS0065                          STATION RECOVERY (1984)
 MS0065
 MS0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0065'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.54 KM
 MS0065'(6.55 MI) NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE IN
 MS0065'BRIGHAM CITY, THENCE 7.43 KM (4.62 MI) NORTHWEST ALONG STATE HIGHWAY
 MS0065'83, THENCE 0.14 KM (0.09 MI) SOUTH ALONG 7600 WEST STREET, IN TOP OF
 MS0065'THE SOUTH END OF THE WEST HEADWALL FOR A 4- BY 9-FOOT CONCRETE BOX
 MS0065'CULVERT UNDER THE STREET, 4.6 METERS (15 FT) WEST OF THE CENTER OF THE
 MS0065'STREET, 22.6 METERS (74 FT) NORTH OF A TELEPHONE POLE, 21.1 METERS
 MS0065'(69 FT) SOUTH OF THE CENTER OF THE OLD RAILROAD BED AND 0.3 METER
 MS0065'(1 FT) NORTH OF THE SOUTH END OF THE HEADWALL.
 MS0065'THE MARK IS ABOVE LEVEL WITH THE STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0189 ***********************************************************************
 MS0189  DESIGNATION -  V 94
 MS0189  PID         -  MS0189
 MS0189  STATE/COUNTY-  UT/BOX ELDER
 MS0189  COUNTRY     -  US
 MS0189  USGS QUAD   -  GOLDEN SPIKE MONUMENT (2017)
 MS0189
 MS0189                         *CURRENT SURVEY CONTROL
 MS0189  ______________________________________________________________________
 MS0189* NAD 83(1986) POSITION- 41 34 17.     (N) 112 36 07.     (W)   SCALED
 MS0189* NAVD 88 ORTHO HEIGHT -  1456.092 (meters)     4777.20  (feet) ADJUSTED
 MS0189  ______________________________________________________________________
 MS0189  GEOID HEIGHT    -        -15.832 (meters)                     GEOID18
 MS0189  DYNAMIC HEIGHT  -       1455.093 (meters)     4773.92  (feet) COMP
 MS0189  MODELED GRAVITY -    979,885.1   (mgal)                       NAVD 88
 MS0189
 MS0189  VERT ORDER      -  FIRST     CLASS II
 MS0189
 MS0189.The horizontal coordinates were scaled from a map and have
 MS0189.an estimated accuracy of +/- 6 seconds.
 MS0189
 MS0189.The orthometric height was determined by differential leveling and
 MS0189.adjusted by the NATIONAL GEODETIC SURVEY
 MS0189.in June 1991.
 MS0189
 MS0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0189.GEOID18 height accuracy estimate available here.
 MS0189
 MS0189.Click photographs - Photos may exist for this station.
 MS0189
 MS0189.The dynamic height is computed by dividing the NAVD 88
 MS0189.geopotential number by the normal gravity value computed on the
 MS0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0189.degrees latitude (g = 980.6199 gals.).
 MS0189
 MS0189.The modeled gravity was interpolated from observed gravity values.
 MS0189
 MS0189;                    North         East    Units  Estimated Accuracy
 MS0189;SPC UT N     - 1,138,070.      408,100.      MT  (+/- 180 meters Scaled)
 MS0189
 MS0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM664034(NAD 83)
 MS0189
 MS0189                          SUPERSEDED SURVEY CONTROL
 MS0189
 MS0189  NGVD 29 (??/??/92) 1455.100  (m)         4773.94   (f) ADJ UNCH    1 2
 MS0189
 MS0189.Superseded values are not recommended for survey control.
 MS0189
 MS0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0189.See file dsdata.pdf to determine how the superseded data were derived.
 MS0189
 MS0189_MARKER: DB = BENCH MARK DISK
 MS0189_SETTING: 66 = SET IN ROCK OUTCROP
 MS0189_STAMPING: V 94 1953
 MS0189_MARK LOGO: CGS
 MS0189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0189+STABILITY: POSITION/ELEVATION WELL
 MS0189
 MS0189  HISTORY     - Date     Condition        Report By
 MS0189  HISTORY     - 1953     MONUMENTED       CGS
 MS0189
 MS0189                          STATION DESCRIPTION
 MS0189
 MS0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0189'4.3 MI SW FROM PROMONTORY.
 MS0189'3.1 MILES SOUTHWEST ALONG A COUNTY GRAVELED ROAD FROM THE GOLDEN SPIKE
 MS0189'MONUMENT AT PROMONTORY, THENCE 1.2 MILES SOUTHWEST ALONG A GRAVELED
 MS0189'ROAD ON THE ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED, 0.6 MILE
 MS0189'SOUTHWEST OF MILEPOLE 769, IN THE TOP OF THE APPROXIMATE CENTER OF A
 MS0189'15- BY 30-FOOT DARK GREY SLOPING OUTCROP, 87 FEET NORTHWEST OF THE
 MS0189'CENTER LINE OF THE ROAD, 45 FEET NORTH OF TELEPHONE POLE 27B, ABOUT 1
 MS0189'FOOT HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0290 ***********************************************************************
 MS0290  DESIGNATION -  V 95
 MS0290  PID         -  MS0290
 MS0290  STATE/COUNTY-  UT/BOX ELDER
 MS0290  COUNTRY     -  US
 MS0290  USGS QUAD   -  MATLIN (2017)
 MS0290
 MS0290                         *CURRENT SURVEY CONTROL
 MS0290  ______________________________________________________________________
 MS0290* NAD 83(1986) POSITION- 41 34 38.     (N) 113 18 02.     (W)   SCALED
 MS0290* NAVD 88 ORTHO HEIGHT -  1399.198 (meters)     4590.54  (feet) ADJUSTED
 MS0290  ______________________________________________________________________
 MS0290  GEOID HEIGHT    -        -16.003 (meters)                     GEOID18
 MS0290  DYNAMIC HEIGHT  -       1398.230 (meters)     4587.36  (feet) COMP
 MS0290  MODELED GRAVITY -    979,882.5   (mgal)                       NAVD 88
 MS0290
 MS0290  VERT ORDER      -  FIRST     CLASS II
 MS0290
 MS0290.The horizontal coordinates were scaled from a map and have
 MS0290.an estimated accuracy of +/- 6 seconds.
 MS0290
 MS0290.The orthometric height was determined by differential leveling and
 MS0290.adjusted by the NATIONAL GEODETIC SURVEY
 MS0290.in June 1991.
 MS0290
 MS0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0290.GEOID18 height accuracy estimate available here.
 MS0290
 MS0290.Click photographs - Photos may exist for this station.
 MS0290
 MS0290.The dynamic height is computed by dividing the NAVD 88
 MS0290.geopotential number by the normal gravity value computed on the
 MS0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0290.degrees latitude (g = 980.6199 gals.).
 MS0290
 MS0290.The modeled gravity was interpolated from observed gravity values.
 MS0290
 MS0290;                    North         East    Units  Estimated Accuracy
 MS0290;SPC UT N     - 1,139,690.      349,850.      MT  (+/- 180 meters Scaled)
 MS0290
 MS0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM082053(NAD 83)
 MS0290
 MS0290                          SUPERSEDED SURVEY CONTROL
 MS0290
 MS0290  NGVD 29 (??/??/92) 1398.154  (m)         4587.11   (f) ADJ UNCH    1 2
 MS0290
 MS0290.Superseded values are not recommended for survey control.
 MS0290
 MS0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0290.See file dsdata.pdf to determine how the superseded data were derived.
 MS0290
 MS0290_MARKER: DB = BENCH MARK DISK
 MS0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0290_STAMPING: V 95 1953
 MS0290_MARK LOGO: CGS
 MS0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0290+STABILITY: SURFACE MOTION
 MS0290
 MS0290  HISTORY     - Date     Condition        Report By
 MS0290  HISTORY     - 1953     MONUMENTED       CGS
 MS0290
 MS0290                          STATION DESCRIPTION
 MS0290
 MS0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0290'16.8 MI NE FROM WATERCRESS.
 MS0290'16.8 MILES NORTHEAST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0290'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0290'WATERCRESS, 0.7 MILE NORTHEAST OF A SHEEP CORRAL AND HAYSHED, 4 1/2
 MS0290'FEET NORTHEAST OF MILEPOLE 716, 359.4 FEET SOUTHWEST OF THE WEST
 MS0290'CORNER OF A WOODEN BRIDGE, 42 1/2 FEET NORTHWEST OF THE CENTER LINE OF
 MS0290'THE ROAD, 2.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER
 MS0290'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 MS0290'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0349 ***********************************************************************
 MS0349  DESIGNATION -  V 96
 MS0349  PID         -  MS0349
 MS0349  STATE/COUNTY-  UT/BOX ELDER
 MS0349  COUNTRY     -  US
 MS0349  USGS QUAD   -  BOVINE (2017)
 MS0349
 MS0349                         *CURRENT SURVEY CONTROL
 MS0349  ______________________________________________________________________
 MS0349* NAD 83(1986) POSITION- 41 25 09.     (N) 113 44 00.     (W)   SCALED
 MS0349* NAVD 88 ORTHO HEIGHT -  1332.386 (meters)     4371.34  (feet) ADJUSTED
 MS0349  ______________________________________________________________________
 MS0349  GEOID HEIGHT    -        -16.617 (meters)                     GEOID18
 MS0349  DYNAMIC HEIGHT  -       1331.440 (meters)     4368.23  (feet) COMP
 MS0349  MODELED GRAVITY -    979,866.6   (mgal)                       NAVD 88
 MS0349
 MS0349  VERT ORDER      -  FIRST     CLASS II
 MS0349
 MS0349.The horizontal coordinates were scaled from a map and have
 MS0349.an estimated accuracy of +/- 6 seconds.
 MS0349
 MS0349.The orthometric height was determined by differential leveling and
 MS0349.adjusted by the NATIONAL GEODETIC SURVEY
 MS0349.in June 1991.
 MS0349
 MS0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0349.GEOID18 height accuracy estimate available here.
 MS0349
 MS0349.Click photographs - Photos may exist for this station.
 MS0349
 MS0349.The dynamic height is computed by dividing the NAVD 88
 MS0349.geopotential number by the normal gravity value computed on the
 MS0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0349.degrees latitude (g = 980.6199 gals.).
 MS0349
 MS0349.The modeled gravity was interpolated from observed gravity values.
 MS0349
 MS0349;                    North         East    Units  Estimated Accuracy
 MS0349;SPC UT N     - 1,122,980.      313,320.      MT  (+/- 180 meters Scaled)
 MS0349
 MS0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL715888(NAD 83)
 MS0349
 MS0349                          SUPERSEDED SURVEY CONTROL
 MS0349
 MS0349  NGVD 29 (??/??/92) 1331.351  (m)         4367.94   (f) ADJ UNCH    1 2
 MS0349
 MS0349.Superseded values are not recommended for survey control.
 MS0349
 MS0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0349.See file dsdata.pdf to determine how the superseded data were derived.
 MS0349
 MS0349_MARKER: DB = BENCH MARK DISK
 MS0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0349_STAMPING: V 96 1953
 MS0349_MARK LOGO: CGS
 MS0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0349+STABILITY: SURFACE MOTION
 MS0349
 MS0349  HISTORY     - Date     Condition        Report By
 MS0349  HISTORY     - 1953     MONUMENTED       CGS
 MS0349
 MS0349                          STATION DESCRIPTION
 MS0349
 MS0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0349'10.3 MI NE FROM LUCIN.
 MS0349'10.3 MILES NORTHEAST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0349'PACIFIC COMPANY RAILROAD FROM THE POST OFFICE (FORMER RAILROAD
 MS0349'STATION) AT LUCIN, 10.3 MILES SOUTHWEST OF WATERCRESS, 0.5 MILE
 MS0349'(16-1/2 POLES) NORTHEAST OF MILEPOLE 689, 0.15 MILE NORTHEAST OF A
 MS0349'20-FOOT WOODEN BRIDGE, AT THE SOUTHWEST END OF A CUT, 133 FEET EAST OF
 MS0349'AND ACROSS THE ROAD FROM TELEPHONE POLE 40B, 113 FEET SOUTH OF AND
 MS0349'ACROSS THE ROAD FROM A TELEPHONE POLE MARKED BY THE WHITE PAINTED
 MS0349'LETTERS BM, 54 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.1
 MS0349'FEET NORTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE
 MS0349'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 MS0349'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0814 ***********************************************************************
 HN0814  DESIGNATION -  V T INDIAN
 HN0814  PID         -  HN0814
 HN0814  STATE/COUNTY-  UT/GARFIELD
 HN0814  COUNTRY     -  US
 HN0814  USGS QUAD   -  CANAAN PEAK (2017)
 HN0814
 HN0814                         *CURRENT SURVEY CONTROL
 HN0814  ______________________________________________________________________
 HN0814* NAD 83(1994) POSITION- 37 37 16.02797(N) 111 52 13.47484(W)   ADJUSTED
 HN0814* NAVD 88 ORTHO HEIGHT -  2155.9   (meters)     7073.    (feet) VERTCON3
 HN0814  ______________________________________________________________________
 HN0814  GEOID HEIGHT    -        -20.287 (meters)                     GEOID18
 HN0814  LAPLACE CORR    -          1.35  (seconds)                    DEFLEC18
 HN0814  HORZ ORDER      -  THIRD
 HN0814
 HN0814.The horizontal coordinates were established by classical geodetic methods
 HN0814.and adjusted by the National Geodetic Survey in November 1997.
 HN0814
 HN0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0814
 HN0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0814.GEOID18 height accuracy estimate available here.
 HN0814
 HN0814.Click photographs - Photos may exist for this station.
 HN0814
 HN0814.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0814
 HN0814. The following values were computed from the NAD 83(1994) position.
 HN0814
 HN0814;                    North         East     Units Scale Factor Converg.
 HN0814;SPC UT S     - 3,105,992.814   467,300.884   MT  0.99995532   -0 13 37.0
 HN0814;SPC UT S     -10,190,244.76  1,533,136.32   sFT  0.99995532   -0 13 37.0
 HN0814;UTM  12      - 4,164,134.900   423,188.104   MT  0.99967267   -0 31 52.9
 HN0814
 HN0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0814!SPC UT S     -   0.99966500  x   0.99995532  =   0.99962033
 HN0814!UTM  12      -   0.99966500  x   0.99967267  =   0.99933778
 HN0814
 HN0814:                Primary Azimuth Mark                     Grid Az
 HN0814:SPC UT S     -  STUMP                                    256 05 14.9
 HN0814:UTM  12      -  STUMP                                    256 23 30.8
 HN0814
 HN0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG2318864134(NAD 83)
 HN0814
 HN0814|---------------------------------------------------------------------|
 HN0814| PID    Reference Object                     Distance      Geod. Az  |
 HN0814|                                                           dddmmss.s |
 HN0814| HN0815 STUMP                               APPROX. 4.6 KM 2555137.9 |
 HN0814|---------------------------------------------------------------------|
 HN0814
 HN0814                          SUPERSEDED SURVEY CONTROL
 HN0814
 HN0814  NAD 83(1986)-  37 37 16.02395(N)    111 52 13.47936(W) AD(       ) 3
 HN0814  NAD 27      -  37 37 16.08220(N)    111 52 10.81824(W) AD(       ) 3
 HN0814  NGVD 29 (07/19/86) 2154.5    (m)         7069.     (f) VERT ANG       
 HN0814
 HN0814.Superseded values are not recommended for survey control.
 HN0814
 HN0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0814.See file dsdata.pdf to determine how the superseded data were derived.
 HN0814
 HN0814_MARKER: DD = SURVEY DISK
 HN0814_SETTING: 80 = SET IN A BOULDER
 HN0814_STAMPING: V T INDIAN 1962
 HN0814_MARK LOGO: USGS
 HN0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0814+STABILITY: SURFACE MOTION
 HN0814
 HN0814  HISTORY     - Date     Condition        Report By
 HN0814  HISTORY     - 1962     MONUMENTED       USGS
 HN0814
 HN0814                          STATION DESCRIPTION
 HN0814
 HN0814'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HN0814'LOCATED ABOUT MIDWAY BETWEEN ESCALANTE AND HENRIEVILLE, AT A SUMMIT,
 HN0814'AT THE W. END OF A CUT AT TOP OF GRADE, 30 FT. N. OF CENTERLINE OF
 HN0814'STATE HIGHWAY 54, AND 0.5 MI. E. OF MILEPOST 25.
 HN0814'
 HN0814'TO REACH FROM ESCALANTE, DRIVE W. ON STATE HIGHWAY 54 FOR 18.7 MI. TO
 HN0814'TOP OF MAIN SUMMIT, CONTINUE 2.5 MI. FURTHER TO TOP OF A SUMMIT AND
 HN0814'STATION.
 HN0814'
 HN0814'STATION MARK--STANDARD TABLET, STAMPED ---V T INDIAN 1962---, AND
 HN0814'SET IN TOP OF A BURIED SANDSTONE BOULDER.
 HN0814'
 HN0814'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1111 ***********************************************************************
 LO1111  DESIGNATION -  VA 11394
 LO1111  PID         -  LO1111
 LO1111  STATE/COUNTY-  UT/SUMMIT
 LO1111  COUNTRY     -  US
 LO1111  USGS QUAD   -  MOUNT LOVENIA (2017)
 LO1111
 LO1111                         *CURRENT SURVEY CONTROL
 LO1111  ______________________________________________________________________
 LO1111* NAD 83(1994) POSITION- 40 50 49.88250(N) 110 34 29.76703(W)   ADJUSTED
 LO1111* NAVD 88 ORTHO HEIGHT -  3465.5   (meters)    11370.    (feet) VERTCON3
 LO1111  ______________________________________________________________________
 LO1111  GEOID HEIGHT    -        -11.914 (meters)                     GEOID18
 LO1111  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 LO1111  HORZ ORDER      -  THIRD
 LO1111
 LO1111.The horizontal coordinates were established by classical geodetic methods
 LO1111.and adjusted by the National Geodetic Survey in November 1997.
 LO1111
 LO1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1111
 LO1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1111.GEOID18 height accuracy estimate available here.
 LO1111
 LO1111.Click photographs - Photos may exist for this station.
 LO1111
 LO1111.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1111
 LO1111. The following values were computed from the NAD 83(1994) position.
 LO1111
 LO1111;                    North         East     Units Scale Factor Converg.
 LO1111;SPC UT N     - 1,057,478.389   578,007.050   MT  0.99998150   +0 36 35.8
 LO1111;SPC UT N     - 3,469,410.35  1,896,344.80   sFT  0.99998150   +0 36 35.8
 LO1111;UTM  12      - 4,521,880.812   535,831.077   MT  0.99961580   +0 16 40.9
 LO1111
 LO1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1111!SPC UT N     -   0.99945856  x   0.99998150  =   0.99944007
 LO1111!UTM  12      -   0.99945856  x   0.99961580  =   0.99907457
 LO1111
 LO1111:                Primary Azimuth Mark                     Grid Az
 LO1111:SPC UT N     -  ET 59                                    070 54 37.9
 LO1111:UTM  12      -  ET 59                                    071 14 32.8
 LO1111
 LO1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL3583121880(NAD 83)
 LO1111
 LO1111|---------------------------------------------------------------------|
 LO1111| PID    Reference Object                     Distance      Geod. Az  |
 LO1111|                                                           dddmmss.s |
 LO1111| LO1109 ET 59                               APPROX. 6.6 KM 0713113.7 |
 LO1111|---------------------------------------------------------------------|
 LO1111
 LO1111                          SUPERSEDED SURVEY CONTROL
 LO1111
 LO1111  NAD 83(1993)-  40 50 49.88226(N)    110 34 29.76692(W) AD(       ) 3
 LO1111  NAD 83(1986)-  40 50 49.86545(N)    110 34 29.75558(W) AD(       ) 3
 LO1111  NAD 27      -  40 50 50.04625(N)    110 34 27.17198(W) AD(       ) 3
 LO1111  NGVD 29 (07/19/86) 3463.8    (m)        11364.     (f) VERT ANG       
 LO1111
 LO1111.Superseded values are not recommended for survey control.
 LO1111
 LO1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1111.See file dsdata.pdf to determine how the superseded data were derived.
 LO1111
 LO1111_MARKER: DB = BENCH MARK DISK
 LO1111_SETTING: 66 = SET IN ROCK OUTCROP
 LO1111_STAMPING: VA 11394
 LO1111_MARK LOGO: USGS
 LO1111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO1111+STABILITY: POSITION/ELEVATION WELL
 LO1111
 LO1111  HISTORY     - Date     Condition        Report By
 LO1111  HISTORY     - 1966     MONUMENTED       USGS
 LO1111
 LO1111                          STATION DESCRIPTION
 LO1111
 LO1111'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LO1111'LOCATED ABOUT 10 MI. SE. OF MILL CREEK RANGER STATION, ABOUT 3.5 MI.
 LO1111'NE. OF TOKEWANNA PEAK, ON A LOW, ROUND TOP THAT LIES BETWEEN MIDDLE
 LO1111'FORK AND EAST FORK OF BLACKS FORK.
 LO1111'
 LO1111'STATION REACHED BY HELICOPTER.
 LO1111'
 LO1111'STATION MARK--AN ALUMINUM USGS VA BENCH MARK TABLET, STAMPED
 LO1111'---11394---, SET IN THE ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0847 ***********************************************************************
 LO0847  DESIGNATION -  VA 8620
 LO0847  PID         -  LO0847
 LO0847  STATE/COUNTY-  UT/SALT LAKE
 LO0847  COUNTRY     -  US
 LO0847  USGS QUAD   -  MOUNT AIRE (2017)
 LO0847
 LO0847                         *CURRENT SURVEY CONTROL
 LO0847  ______________________________________________________________________
 LO0847* NAD 83(1994) POSITION- 40 43 13.15041(N) 111 41 43.00127(W)   ADJUSTED
 LO0847* NAVD 88 ORTHO HEIGHT -  2629.    (meters)     8625.    (feet) VERTCON3
 LO0847  ______________________________________________________________________
 LO0847  GEOID HEIGHT    -        -15.816 (meters)                     GEOID18
 LO0847  LAPLACE CORR    -          2.33  (seconds)                    DEFLEC18
 LO0847  HORZ ORDER      -  THIRD
 LO0847
 LO0847.The horizontal coordinates were established by classical geodetic methods
 LO0847.and adjusted by the National Geodetic Survey in November 1997.
 LO0847
 LO0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0847
 LO0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0847.GEOID18 height accuracy estimate available here.
 LO0847
 LO0847.Click photographs - Photos may exist for this station.
 LO0847
 LO0847.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0847
 LO0847. The following values were computed from the NAD 83(1994) position.
 LO0847
 LO0847;                    North         East     Units Scale Factor Converg.
 LO0847;SPC UT C     - 2,265,030.556   483,500.698   MT  1.00001826   -0 07 30.3
 LO0847;SPC UT C     - 7,431,187.75  1,586,285.21   sFT  1.00001826   -0 07 30.3
 LO0847;UTM  12      - 4,507,943.069   441,279.355   MT  0.99964244   -0 27 12.9
 LO0847
 LO0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0847!SPC UT C     -   0.99959022  x   1.00001826  =   0.99960847
 LO0847!UTM  12      -   0.99959022  x   0.99964244  =   0.99923280
 LO0847
 LO0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL4127907943(NAD 83)
 LO0847
 LO0847                          SUPERSEDED SURVEY CONTROL
 LO0847
 LO0847  NAD 83(1993)-  40 43 13.15042(N)    111 41 43.00016(W) AD(       ) 3
 LO0847  NAD 83(1986)-  40 43 13.13777(N)    111 41 42.99153(W) AD(       ) 3
 LO0847  NAD 27      -  40 43 13.33155(N)    111 41 40.24905(W) AD(       ) 3
 LO0847  NGVD 29 (07/19/86) 2628.     (m)         8622.     (f) VERT ANG       
 LO0847
 LO0847.Superseded values are not recommended for survey control.
 LO0847
 LO0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0847.See file dsdata.pdf to determine how the superseded data were derived.
 LO0847
 LO0847_MARKER: DD = SURVEY DISK
 LO0847_SETTING: 0 = UNSPECIFIED SETTING
 LO0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0847
 LO0847  HISTORY     - Date     Condition        Report By
 LO0847  HISTORY     - 1954     MONUMENTED       USGS
 LO0847
 LO0847                          STATION DESCRIPTION
 LO0847
 LO0847'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LO0847'LOCATED IN NW. 1/4 SEC. 23 T.1 S., R.2 E., ON S. END OF N-S. RIDGE
 LO0847'LINE ABOUT 1 MI. AIR ESE. OF MOUNT AIRE.
 LO0847'
 LO0847'STATION MARK - STATION MARK - STANDARD VABM TABLET STAMPED ---8620---
 LO0847'
 LO0847'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0850 ***********************************************************************
 LO0850  DESIGNATION -  VABM 5459
 LO0850  PID         -  LO0850
 LO0850  STATE/COUNTY-  UT/SALT LAKE
 LO0850  COUNTRY     -  US
 LO0850  USGS QUAD   -  SUGAR HOUSE (2017)
 LO0850
 LO0850                         *CURRENT SURVEY CONTROL
 LO0850  ______________________________________________________________________
 LO0850* NAD 83(1994) POSITION- 40 43 48.29239(N) 111 48 35.83576(W)   ADJUSTED
 LO0850* NAVD 88 ORTHO HEIGHT -  1664.8   (meters)     5462.    (feet) VERTCON3
 LO0850  ______________________________________________________________________
 LO0850  GEOID HEIGHT    -        -16.388 (meters)                     GEOID18
 LO0850  LAPLACE CORR    -         23.00  (seconds)                    DEFLEC18
 LO0850  HORZ ORDER      -  FIRST
 LO0850
 LO0850.The horizontal coordinates were established by classical geodetic methods
 LO0850.and adjusted by the National Geodetic Survey in November 1997.
 LO0850
 LO0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0850
 LO0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0850.GEOID18 height accuracy estimate available here.
 LO0850
 LO0850.Click photographs - Photos may exist for this station.
 LO0850
 LO0850.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0850
 LO0850. The following values were computed from the NAD 83(1994) position.
 LO0850
 LO0850;                    North         East     Units Scale Factor Converg.
 LO0850;SPC UT C     - 2,266,141.954   473,815.341   MT  1.00002091   -0 11 54.8
 LO0850;SPC UT C     - 7,434,834.06  1,554,509.16   sFT  1.00002091   -0 11 54.8
 LO0850;UTM  12      - 4,509,109.671   431,604.123   MT  0.99965758   -0 31 42.6
 LO0850
 LO0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0850!SPC UT C     -   0.99974149  x   1.00002091  =   0.99976240
 LO0850!UTM  12      -   0.99974149  x   0.99965758  =   0.99939916
 LO0850
 LO0850:                Primary Azimuth Mark                     Grid Az
 LO0850:SPC UT C     -  VABM 5459 AZ MK                          176 32 51.3
 LO0850:UTM  12      -  VABM 5459 AZ MK                          176 52 39.1
 LO0850
 LO0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3160409109(NAD 83)
 LO0850
 LO0850|---------------------------------------------------------------------|
 LO0850| PID    Reference Object                     Distance      Geod. Az  |
 LO0850|                                                           dddmmss.s |
 LO0850| LO0974 EMIGRATION CANYON MICROWAVE         APPROX. 2.3 KM 0172737.0 |
 LO0850| CM6698 VABM 5459 RM 1                       12.600 METERS 11514     |
 LO0850| CM6697 VABM 5459 AZ MK                                    1762056.5 |
 LO0850| LO0935 MURRAY BUEHNER CO N STACK           APPROX.10.6 KM 2204245.8 |
 LO0850| LP0405 UNIVERSITY UTAH TV KUED MAST        APPROX.32.6 KM 2453038.2 |
 LO0850| CM6700 VABM 5459 RM 3                        4.666 METERS 24905     |
 LO0850| CM6699 VABM 5459 RM 2                        3.566 METERS 26126     |
 LO0850| LO0990 AIRPORT BN SALT LAKE MUN APT 1      APPROX.15.6 KM 2932305.0 |
 LO0850| LO1002 SALT LAKE CITY TEMPLE E SPIRE       APPROX. 8.2 KM 3030200.0 |
 LO0850| LO0996 SALT LAKE CITY ST CAPITOL DOME      APPROX. 8.4 KM 3083045.2 |
 LO0850| LO1003 ENSIGN PEAK MONUMENT                APPROX. 9.9 KM 3162115.5 |
 LO0850| LO0978 SALT LAKE CITY VET HOSP STACK       APPROX. 3.7 KM 3172013.8 |
 LO0850| LO1004 SALT LAKE CITY W MICROWAVE TWR      APPROX.11.1 KM 3181656.5 |
 LO0850|---------------------------------------------------------------------|
 LO0850
 LO0850                          SUPERSEDED SURVEY CONTROL
 LO0850
 LO0850  NAD 83(1993)-  40 43 48.29241(N)    111 48 35.83555(W) AD(       ) 1
 LO0850  NAD 83(1986)-  40 43 48.28055(N)    111 48 35.82690(W) AD(       ) 1
 LO0850  NAD 27      -  40 43 48.47160(N)    111 48 33.06742(W) AD(       ) 1
 LO0850  NGVD 29 (07/19/86) 1663.8    (m)         5459.     (f) VERT ANG       
 LO0850
 LO0850.Superseded values are not recommended for survey control.
 LO0850
 LO0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0850.See file dsdata.pdf to determine how the superseded data were derived.
 LO0850
 LO0850_MARKER: P = PIPE CAP
 LO0850_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0850_STAMPING: 5459
 LO0850_MARK LOGO: USGS
 LO0850_PROJECTION: PROJECTING 46 CENTIMETERS
 LO0850_MAGNETIC: P = MARKER IS A STEEL PIPE
 LO0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0850
 LO0850  HISTORY     - Date     Condition        Report By
 LO0850  HISTORY     - 1962     MONUMENTED       USGS
 LO0850  HISTORY     - 1973     GOOD             NGS
 LO0850
 LO0850                          STATION DESCRIPTION
 LO0850
 LO0850'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (JCC)
 LO0850'THE STATION IS ON A LOW, BARE HILL, ABOUT 4-1/2 MILES SOUTHEAST
 LO0850'OF THE CENTER OF SALT LAKE CITY AND 1/2 MILE NORTHEAST OF
 LO0850'ALTERNATE U.S. HIGHWAY 40.
 LO0850'
 LO0850'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 LO0850'ALTERNATE U.S. HIGHWAY 40, AT THE SOUTHEAST EDGE OF SALT LAKE
 LO0850'CITY, GO NORTHEASTERLY ON ALTERNATE U.S. HIGHWAY 40 FOR 0.5 MILE
 LO0850'TO THE ENTRANCE TO THE GENERAL MOTORS TRAINING BUILDING ON THE
 LO0850'RIGHT.  (TO REACH THE AZIMUTH MARK, TURN RIGHT ON THE DRIVEWAY
 LO0850'FOR 0.05 MILE TO THE MARK ON THE LEFT.) CONTINUE NORTHEASTERLY
 LO0850'ON ALTERNATE U.S. HIGHWAY 40 FOR 0.7 MILE TO THE JUNCTION WITH
 LO0850'13TH SOUTH STREET.  TURN RIGHT AND GO EASTERLY ON 13TH SOUTH
 LO0850'STREET FOR 0.65 MILE, THEN BEAR RIGHT ON ROXBURY DRIVE FOR
 LO0850'0.05 MILE TO SHERWOOD DRIVE.  TURN LEFT AND GO EASTERLY ON
 LO0850'SHERWOOD DRIVE FOR 0.4 MILE TO DEVONSHIRE DRIVE.  TURN RIGHT
 LO0850'ON DEVONSHIRE DRIVE AND GO SOUTHERLY FOR 0.3 MILE TO THE END OF
 LO0850'THE SURFACED ROAD.  CONTINUE AHEAD ON GRADED ROAD FOR 0.4
 LO0850'MILE TO THE END OF TRUCK TRAVEL ABOUT 100 YARDS NORTH OF THE
 LO0850'BASE OF A SHARP ROCKY KNOB.  FROM HERE FOLLOW A FOOT TRAIL,
 LO0850'EASTERLY AND SOUTHEASTERLY TO A SADDLE BETWEEN THE ROCKY KNOB
 LO0850'AND THE STATION HILL, THEN LEFT, EASTERLY, UP STEEP HILL TO
 LO0850'THE TOP OF THE FIRST HILL AND THE STATION.
 LO0850'
 LO0850'THE STATION MARK IS A U.S. GEOLOGICAL BRONZE DISK, BOLTED TO
 LO0850'THE TOP OF A 4 INCH IRON PIPE PROJECTING 18 INCHES.  THE DISK HAS
 LO0850'BEEN DEFACED AND THE STAMPING IS NOT LEGIBLE.
 LO0850'
 LO0850'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED VABM 5459 USGS NO
 LO0850'1 1962, CEMENTED IN DRILL HOLE IN A 1 X 2 FOOT OUTCROP OF ROCK
 LO0850'THAT IS FLUSH TO THE NORTH AND PROJECTS 6 INCHES TO THE SOUTH.
 LO0850'IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 LO0850'
 LO0850'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED VABM 5459 USGS NO
 LO0850'2 1962, CEMENTED IN A DRILL HOLE IN A 2 X 2 FOOT OUTCROP OF
 LO0850'ROCK THAT IS FLUSH TO THE NORTHEAST AND PROJECTS 2 INCHES TO
 LO0850'THE SOUTHWEST.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 LO0850'
 LO0850'AZIMUTH MARK IS A STANDARD DISK, STAMPED VABM 5459 USGS 1962,
 LO0850'CEMENTED IN A DRILL HOLE IN A CONCRETE WALL PROJECTING 2 FEET.
 LO0850'IT IS 149 FEET NORTH-NORTHEAST OF A FLAGPOLE, 131 FEET NORTH OF
 LO0850'THE ENTRANCE TO THE GENERAL MOTORS TRAINING BUILDING, 11.5 FEET
 LO0850'NORTH OF THE CENTERLINE OF A DRIVEWAY.
 LO0850
 LO0850                          STATION RECOVERY (1973)
 LO0850
 LO0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0850'THE STATION MARK, REFERENCE MARK 1 AND AZIMUTH MARK WERE RECOVERED
 LO0850'AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT
 LO0850'RECOVERED.  A NEW REFERENCE MARK WAS ESTABLISHED AT THIS DATE.  A
 LO0850'SHORTER DISTANCE OF 0.020 METER TO REFERENCE MARK 1 WAS NOTED AND
 LO0850'VERIFIED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 LO0850'
 LO0850'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHEAST OF THE CENTER OF
 LO0850'SALT LAKE CITY, 1 MILE NORTH OF INTERSTATE HIGHWAY 80, ON A LOW
 LO0850'BARE HILL AND ON PROPERTY OWNED BY MR. RALPH E. THIRIOT, 1544
 LO0850'HUBBARD AVENUE, SALT LAKE CITY.  HIS HOME PHONE NUMBER IS
 LO0850'363 5505.  HOWEVER THE LOCKED GATE AND PROPERTY FROM THE LOCKED
 LO0850'GATE TO THE BASE OF THE HILL IS OWNED BY MR. JOHN A. SCHAAR,
 LO0850'2025 SCENIC DRIVE, SALT LAKE CITY.  HIS HOME PHONE NUMBER IS
 LO0850'467 7661.
 LO0850'
 LO0850'TO REACH THE STATION FROM INTERSTATE HIGHWAY 80 AND FOOTHILL
 LO0850'DRIVE IN SALT LAKE CITY, GO NORTH ON FOOTHILL DRIVE FOR 0.35 MILE
 LO0850'TO GENERAL MOTORS TRAINING BUILDING AND AZIMUTH ON THE
 LO0850'RIGHT.  CONTINUE NORTH ON FOOTHILL DRIVE FOR 0.65 MILE TO
 LO0850'CROSSROAD.  TURN RIGHT AND GO EAST ON 2100 SOUTH STREET FOR 0.5
 LO0850'MILE TO A T-ROAD.  TURN LEFT AND GO NORTH ON LAKELINE DRIVE FOR
 LO0850'0.2 MILE TO A LOCKED GATE.  CONTINUE NORTHERLY, PASSING THROUGH
 LO0850'THE LOCKED GATE, FOR 0.1 MILE TO A FORK.  KEEP LEFT FORK AND
 LO0850'CONTINUE NORTHERLY FOR 0.05 MILE TO THE BASE OF A STEEP HILL
 LO0850'AND A FOOT TRAIL AT END OF TRUCK TRAVEL.  FROM HERE FOLLOW THE
 LO0850'FOOT TRAIL NORTHERLY TO A SADDLE.  BEAR WESTERLY TO TOP OF
 LO0850'THE WEST MOST SMALL HILL AND STATION.
 LO0850'
 LO0850'THE STATION MARK IS A U.S. GEOLOGICAL BRONZE DISK WITH STAMPING
 LO0850'IF ANY, NOT LEGIBLE, RIVETED TO THE TOP OF 4-INCH IRON PIPE
 LO0850'THAT PROJECTS 18 INCHES ABOVE THE GROUND.
 LO0850'
 LO0850'REFERENCE MARK 1 IS A STANDARD DISK STAMPED VABM 5459 USGS
 LO0850'NO 1 1962, CEMENTED IN A DRILL HOLE IN A 1X2-FOOT OUTCROP OF ROCK
 LO0850'THAT IS FLUSH TO THE NORTH AND PROJECTS 6 INCHES TO THE SOUTH.  IT
 LO0850'IS ABOUT 3 FEET LOWER THAN THE STATION.
 LO0850'
 LO0850'REFERENCE MARK 3 IS A STANDARD DISK STAMPED VABM 5459 USGS NO 3
 LO0850'1962 1973, CEMENTED IN A DRILL HOLE IN A 1X1-FOOT OUTCROP OF
 LO0850'ROCK THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS ABOUT 3 FEET
 LO0850'LOWER THAN THE STATION.
 LO0850'
 LO0850'THE AZIMUTH MARK IS A STANDARD DISK STAMPED VABM 5459 USGS 1962,
 LO0850'CEMENTED IN A DRILL HOLE, AT THE WEST END OF A CONCRETE WALL
 LO0850'THAT PROJECTS 2 FEET ABOVE THE GROUND.  IT IS 141.5 FEET
 LO0850'NORTH-NORTHEAST OF A FLAGPOLE AND 122 FEET NORTH OF THE GM
 LO0850'TRAINING BUILDING GARAGE DOOR.
 LO0850'
 LO0850'HEIGHT OF LIGHT ABOVE STATION MARK 3.3 FEET.
 LO0850'
 LO0850'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO0850'4.5 MILES SOUTHEAST OF SALT LAKE CITY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0387 ***********************************************************************
 JN0387  DESIGNATION -  VALLEY KNOB
 JN0387  PID         -  JN0387
 JN0387  STATE/COUNTY-  UT/GRAND
 JN0387  COUNTRY     -  US
 JN0387  USGS QUAD   -  GREEN RIVER NE (2017)
 JN0387
 JN0387                         *CURRENT SURVEY CONTROL
 JN0387  ______________________________________________________________________
 JN0387* NAD 83(1994) POSITION- 38 59 04.96091(N) 110 04 20.44812(W)   ADJUSTED
 JN0387* NAVD 88 ORTHO HEIGHT -  1287.    (meters)     4222.    (feet) SCALED
 JN0387  ______________________________________________________________________
 JN0387  GEOID HEIGHT    -        -20.209 (meters)                     GEOID18
 JN0387  LAPLACE CORR    -          0.77  (seconds)                    DEFLEC18
 JN0387  HORZ ORDER      -  THIRD
 JN0387
 JN0387.The horizontal coordinates were established by classical geodetic methods
 JN0387.and adjusted by the National Geodetic Survey in November 1997.
 JN0387
 JN0387.The orthometric height was scaled from a topographic map.
 JN0387
 JN0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0387.GEOID18 height accuracy estimate available here.
 JN0387
 JN0387.Click photographs - Photos may exist for this station.
 JN0387
 JN0387.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0387
 JN0387. The following values were computed from the NAD 83(1994) position.
 JN0387
 JN0387;                    North         East     Units Scale Factor Converg.
 JN0387;SPC UT C     - 2,073,304.160   623,694.824   MT  1.00000804   +0 54 52.3
 JN0387;SPC UT C     - 6,802,165.40  2,046,238.77   sFT  1.00000804   +0 54 52.3
 JN0387;UTM  12      - 4,315,489.195   580,345.150   MT  0.99967949   +0 35 01.1
 JN0387
 JN0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0387!SPC UT C     -   0.99980129  x   1.00000804  =   0.99980932
 JN0387!UTM  12      -   0.99980129  x   0.99967949  =   0.99948084
 JN0387
 JN0387:                Primary Azimuth Mark                     Grid Az
 JN0387:SPC UT C     -  MICA                                     269 11 02.9
 JN0387:UTM  12      -  MICA                                     269 30 54.1
 JN0387
 JN0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ8034515489(NAD 83)
 JN0387
 JN0387|---------------------------------------------------------------------|
 JN0387| PID    Reference Object                     Distance      Geod. Az  |
 JN0387|                                                           dddmmss.s |
 JN0387| JN0404 MICA                                APPROX. 8.3 KM 2700555.2 |
 JN0387|---------------------------------------------------------------------|
 JN0387
 JN0387                          SUPERSEDED SURVEY CONTROL
 JN0387
 JN0387  NAD 83(1986)-  38 59 04.95057(N)    110 04 20.44103(W) AD(       ) 3
 JN0387  NAD 27      -  38 59 05.05700(N)    110 04 17.94100(W) AD(       ) 3
 JN0387  USCA        -  38 58 59.73000(N)    110 04 23.94000(W) AD(       ) 3
 JN0387  USSD        -  38 59 05.72600(N)    110 04 18.53900(W) AD(       ) 3
 JN0387
 JN0387.Superseded values are not recommended for survey control.
 JN0387
 JN0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0387.See file dsdata.pdf to determine how the superseded data were derived.
 JN0387
 JN0387_MARKER: H = DRILL HOLE
 JN0387_SETTING: 66 = SET IN ROCK OUTCROP
 JN0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0387+STABILITY: POSITION/ELEVATION WELL
 JN0387
 JN0387  HISTORY     - Date     Condition        Report By
 JN0387  HISTORY     - 1890     MONUMENTED       CGS
 JN0387  HISTORY     - 1898     SEE DESCRIPTION  CGS
 JN0387  HISTORY     - 20091002 MARK NOT FOUND   GEOCAC
 JN0387
 JN0387                          STATION DESCRIPTION
 JN0387
 JN0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1898
 JN0387'ABOUT 5 MILES EAST OF GREEN RIVER, ON A BARE KNOLL 50 FEET
 JN0387'ABOVE THE VALLEY, 1/4 MILE NORTH OF THE RAILROAD TRACK.  THE
 JN0387'STATION IS MARKED BY A DRILL DRIVEN INTO THE GROUND.  THE
 JN0387'SIGNAL POLE AND THE HELIOTROPE STAND WEIGHTED DOWN WITH STONES
 JN0387'WERE LEFT IN POSITION.
 JN0387
 JN0387                          STATION RECOVERY (2009)
 JN0387
 JN0387'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JN0387'THE TOP OF THE VALLEY KNOB HAS BEEN DISTURBED BY A BULLDOZER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5829 ***********************************************************************
 AI5829  CBN         -  This is a Cooperative Base Network Control Station.
 AI5829  DESIGNATION -  VALLEY VIEW CEMETERY
 AI5829  PID         -  AI5829
 AI5829  STATE/COUNTY-  UT/CARBON
 AI5829  COUNTRY     -  US
 AI5829  USGS QUAD   -  SUNNYSIDE (2017)
 AI5829
 AI5829                         *CURRENT SURVEY CONTROL
 AI5829  ______________________________________________________________________
 AI5829* NAD 83(2011) POSITION- 39 32 57.35102(N) 110 24 02.60276(W)   ADJUSTED
 AI5829* NAD 83(2011) ELLIP HT-  1940.526 (meters)        (06/27/12)   ADJUSTED
 AI5829* NAD 83(2011) EPOCH   -  2010.00
 AI5829* NAVD 88 ORTHO HEIGHT -  1957.9   (meters)     6424.    (feet) GPS OBS
 AI5829  ______________________________________________________________________
 AI5829  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5829  GEOID HEIGHT    -        -17.407 (meters)                     GEOID09
 AI5829  GEOID HEIGHT    -        -17.403 (meters)                     GEOID18
 AI5829  NAD 83(2011) X  - -1,717,201.305 (meters)                     COMP
 AI5829  NAD 83(2011) Y  - -4,617,236.827 (meters)                     COMP
 AI5829  NAD 83(2011) Z  -  4,040,758.099 (meters)                     COMP
 AI5829  LAPLACE CORR    -          3.14  (seconds)                    DEFLEC18
 AI5829
 AI5829  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5829  Standards:
 AI5829         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5829            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5829  -------------------------------------------------------------------
 AI5829  NETWORK    0.61   1.29           0.27   0.22   0.66     -0.13818710
 AI5829  -------------------------------------------------------------------
 AI5829  Click here for local accuracies and other accuracy information.
 AI5829
 AI5829.The horizontal coordinates were established by GPS observations
 AI5829.and adjusted by the National Geodetic Survey in June 2012.
 AI5829
 AI5829.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5829.been affixed to the stable North American tectonic plate. See 
 AI5829.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5829
 AI5829.The horizontal coordinates are valid at the epoch date displayed above
 AI5829.which is a decimal equivalence of Year/Month/Day.
 AI5829
 AI5829.The orthometric height was determined by GPS observations and a
 AI5829.high-resolution geoid model.
 AI5829
 AI5829.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5829.GEOID18 height accuracy estimate available here.
 AI5829
 AI5829.Click photographs - Photos may exist for this station.
 AI5829
 AI5829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5829
 AI5829.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5829
 AI5829.The ellipsoidal height was determined by GPS observations
 AI5829.and is referenced to NAD 83.
 AI5829
 AI5829. The following values were computed from the NAD 83(2011) position.
 AI5829
 AI5829;                    North         East     Units Scale Factor Converg.
 AI5829;SPC UT C     - 2,135,571.476   594,475.020   MT  0.99991119   +0 42 15.0
 AI5829;SPC UT C     - 7,006,454.08  1,950,373.46   sFT  0.99991119   +0 42 15.0
 AI5829;UTM  12      - 4,377,903.359   551,489.033   MT  0.99963264   +0 22 53.7
 AI5829
 AI5829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5829!SPC UT C     -   0.99969565  x   0.99991119  =   0.99960687
 AI5829!UTM  12      -   0.99969565  x   0.99963264  =   0.99932840
 AI5829
 AI5829_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ5148977903(NAD 83)
 AI5829
 AI5829                          SUPERSEDED SURVEY CONTROL
 AI5829
 AI5829  NAD 83(2007)-  39 32 57.35055(N)    110 24 02.60354(W) AD(2002.00) 0
 AI5829  ELLIP H (02/10/07) 1940.538  (m)                       GP(2002.00)    
 AI5829  NAD 83(1994)-  39 32 57.35012(N)    110 24 02.60312(W) AD(       ) A
 AI5829  ELLIP H (06/28/00) 1940.559  (m)                       GP(       ) 4 1
 AI5829  NAVD 88 (06/28/00) 1957.9    (m)  GEOID99  model used  GPS OBS        
 AI5829
 AI5829.Superseded values are not recommended for survey control.
 AI5829
 AI5829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5829.See file dsdata.pdf to determine how the superseded data were derived.
 AI5829
 AI5829_MARKER: DD = SURVEY DISK
 AI5829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5829_STAMPING: R14 T15S VALLEY VIEW CEMETERY
 AI5829_MARK LOGO: UT-007
 AI5829_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5829+STABILITY: SURFACE MOTION
 AI5829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5829+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2009
 AI5829
 AI5829  HISTORY     - Date     Condition        Report By
 AI5829  HISTORY     - 1999     MONUMENTED       UT-007
 AI5829  HISTORY     - 20090815 GOOD             UT-007
 AI5829
 AI5829                          STATION DESCRIPTION
 AI5829
 AI5829'DESCRIBED BY CARBON COUNTY UTAH 1999 (EH)
 AI5829'THE STATION IS LOCATED IN THE WEST QUARTER OF SECTION 6 T15S R14E SALT
 AI5829'LAKE BASE AND MERIDIAN, ABOUT 64.4 KM (40.00 MI) NORTH-NORTHWEST OF
 AI5829'GREEN RIVER, 34.6 KM (21.50 MI) ESE OF PRICE AND 14.89 KM (9.25 MI)
 AI5829'EAST-NORTHEAST OF SUNNYSIDE JUNCTION.  OWNERSHIP--CITY OF SUNNYSIDE.
 AI5829'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 6 AND 191 AND
 AI5829'STATE HIGHWAY 123 AT SUNNYSIDE JUNCTION, GO NORTHEAST FOR 15.4 KM
 AI5829'(9.55 MI) TO THE INTERSECTION OF VALLEY VIEW STREET.  TURN LEFT AND GO
 AI5829'NORTH FOR 51.8 M (169.9 FT) TO A PAVED ROAD EAST.  TURN LEFT AND GO
 AI5829'EAST AND SOUTH FOR 106.7 M (350.1 FT) TO THE SOUTHEAST CORNER OF THE
 AI5829'CEMETERY.  TURN RIGHT AND GO EAST ALONG A CHAIN LINK FENCE FOR 45.7 M
 AI5829'(149.9 FT) TO THE STATION ON THE LEFT.  THE STATION IS A DISK SET IN
 AI5829'TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 18.7
 AI5829'M (61.4 FT) SOUTHEAST OF A FENCE CORNER, EAST QUARTER SECTION 1 T15S
 AI5829'R13E, 16.0 M (52.5 FT) EAST OF A FENCE AND 10.4 M (34.1 FT) SOUTH OF A
 AI5829'FENCE.
 AI5829
 AI5829                          STATION RECOVERY (2009)
 AI5829
 AI5829'RECOVERY NOTE BY CARBON COUNTY UTAH 2009 (BG)
 AI5829'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0856 ***********************************************************************
 LO0856  DESIGNATION -  VALVE
 LO0856  PID         -  LO0856
 LO0856  STATE/COUNTY-  UT/SALT LAKE
 LO0856  COUNTRY     -  US
 LO0856  USGS QUAD   -  SUGAR HOUSE (2017)
 LO0856
 LO0856                         *CURRENT SURVEY CONTROL
 LO0856  ______________________________________________________________________
 LO0856* NAD 83(1994) POSITION- 40 38 34.32452(N) 111 48 42.64274(W)   ADJUSTED
 LO0856* NAVD 88 ORTHO HEIGHT -  1375.6   (meters)     4513.    (feet) VERTCON3
 LO0856  ______________________________________________________________________
 LO0856  GEOID HEIGHT    -        -16.540 (meters)                     GEOID18
 LO0856  LAPLACE CORR    -         22.75  (seconds)                    DEFLEC18
 LO0856  HORZ ORDER      -  SECOND
 LO0856
 LO0856.The horizontal coordinates were established by classical geodetic methods
 LO0856.and adjusted by the National Geodetic Survey in November 1997.
 LO0856
 LO0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0856
 LO0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0856.GEOID18 height accuracy estimate available here.
 LO0856
 LO0856.Click photographs - Photos may exist for this station.
 LO0856
 LO0856.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0856
 LO0856. The following values were computed from the NAD 83(1994) position.
 LO0856
 LO0856;                    North         East     Units Scale Factor Converg.
 LO0856;SPC UT C     - 2,256,457.628   473,621.840   MT  0.99999823   -0 11 59.1
 LO0856;SPC UT C     - 7,403,061.40  1,553,874.32   sFT  0.99999823   -0 11 59.1
 LO0856;UTM  12      - 4,499,430.022   431,355.019   MT  0.99965800   -0 31 43.7
 LO0856
 LO0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0856!SPC UT C     -   0.99978685  x   0.99999823  =   0.99978508
 LO0856!UTM  12      -   0.99978685  x   0.99965800  =   0.99944493
 LO0856
 LO0856:                Primary Azimuth Mark                     Grid Az
 LO0856:SPC UT C     -  HOLLADAY                                 130 28 13.3
 LO0856:UTM  12      -  HOLLADAY                                 130 47 57.9
 LO0856
 LO0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK3135599430(NAD 83)
 LO0856
 LO0856|---------------------------------------------------------------------|
 LO0856| PID    Reference Object                     Distance      Geod. Az  |
 LO0856|                                                           dddmmss.s |
 LO0856| CM6701 VALVE RM 1                           15.887 METERS 01513     |
 LO0856| LO0848 HOLLADAY                            APPROX. 2.7 KM 1301614.2 |
 LO0856| CM6702 VALVE RM 2                            7.772 METERS 14007     |
 LO0856|---------------------------------------------------------------------|
 LO0856
 LO0856                          SUPERSEDED SURVEY CONTROL
 LO0856
 LO0856  NAD 83(1993)-  40 38 34.32461(N)    111 48 42.64241(W) AD(       ) 2
 LO0856  NAD 83(1986)-  40 38 34.31306(N)    111 48 42.63493(W) AD(       ) 2
 LO0856  NAD 27      -  40 38 34.50011(N)    111 48 39.87836(W) AD(       ) 2
 LO0856  NGVD 29 (07/19/86) 1374.6    (m)         4510.     (f) VERT ANG       
 LO0856
 LO0856.Superseded values are not recommended for survey control.
 LO0856
 LO0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0856.See file dsdata.pdf to determine how the superseded data were derived.
 LO0856
 LO0856_MARKER: Z = SEE DESCRIPTION
 LO0856_SETTING: 0 = UNSPECIFIED SETTING
 LO0856
 LO0856  HISTORY     - Date     Condition        Report By
 LO0856  HISTORY     - 1973     MONUMENTED       NGS
 LO0856
 LO0856                          STATION DESCRIPTION
 LO0856
 LO0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0856'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHEAST OF SALT LAKE
 LO0856'CITY, 3 MILES EAST OF MURRAY AND 0.3 MILE NORTH OF 6200 SOUTH.
 LO0856'
 LO0856'TO REACH THE STATION FROM 6200 SOUTH AND 2720 EAST GO NORTH ON
 LO0856'2720 EAST FOR 0.3 MILE TO THE STATION IN THE RIGHT EDGE OF ROAD.
 LO0856'
 LO0856'THE STATION MARK IS A TRIANGLE ON THE WEST EDGE OF A MAN HOLE
 LO0856'COVER STAMPED VALVE 1973 AND FLUSH WITH THE PAVEMENT.  IT IS 42
 LO0856'FEET EAST OF A POWER POLE, 20 FEET SOUTHWEST OF A FENCE CORNER
 LO0856'AND 19 FEET EAST OF THE CENTER OF 2720 EAST.
 LO0856'
 LO0856'REFERENCE MARK 1 IS A STANDARD DISK STAMPED VALVE NO 1 1973, SET
 LO0856'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 LO0856'2 INCHES ABOVE THE GROUND.  IT IS 32 FEET EAST OF THE CENTER OF
 LO0856'2720 EAST, 21 FEET SOUTHEAST OF A TELEPHONE POLE AND 1 FOOT
 LO0856'NORTH OF A FENCE.
 LO0856'
 LO0856'REFERENCE MARK 2 IS A STANDARD DISK STAMPED VALVE NO 2 1973, SET
 LO0856'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 2
 LO0856'INCHES ABOVE THE GROUND.  IT IS 35 FEET EAST OF THE CENTER OF
 LO0856'2720 EAST, 33 FEET SOUTH OF THE FENCE CORNER AND 9 FEET WEST OF
 LO0856'A WOOD FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0502 ***********************************************************************
 JM0502  DESIGNATION -  VANADIUM
 JM0502  PID         -  JM0502
 JM0502  STATE/COUNTY-  UT/SAN JUAN
 JM0502  COUNTRY     -  US
 JM0502  USGS QUAD   -  CHURCH ROCK (2017)
 JM0502
 JM0502                         *CURRENT SURVEY CONTROL
 JM0502  ______________________________________________________________________
 JM0502* NAD 83(1994) POSITION- 38 07 09.38841(N) 109 15 23.42103(W)   ADJUSTED
 JM0502* NAVD 88 ORTHO HEIGHT -  2213.3   (meters)     7261.    (feet) VERTCON3
 JM0502  ______________________________________________________________________
 JM0502  GEOID HEIGHT    -        -18.812 (meters)                     GEOID18
 JM0502  LAPLACE CORR    -          4.38  (seconds)                    DEFLEC18
 JM0502  HORZ ORDER      -  THIRD
 JM0502
 JM0502.The horizontal coordinates were established by classical geodetic methods
 JM0502.and adjusted by the National Geodetic Survey in November 1997.
 JM0502
 JM0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0502
 JM0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0502.GEOID18 height accuracy estimate available here.
 JM0502
 JM0502.Click photographs - Photos may exist for this station.
 JM0502
 JM0502.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0502
 JM0502. The following values were computed from the NAD 83(1994) position.
 JM0502
 JM0502;                    North         East     Units Scale Factor Converg.
 JM0502;SPC UT S     - 3,163,577.573   696,706.936   MT  0.99996836   +1 22 28.4
 JM0502;SPC UT S     -10,379,170.75  2,285,779.34   sFT  0.99996836   +1 22 28.4
 JM0502;UTM  12      - 4,220,484.580   652,831.538   MT  0.99988767   +1 04 35.3
 JM0502
 JM0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0502!SPC UT S     -   0.99965578  x   0.99996836  =   0.99962415
 JM0502!UTM  12      -   0.99965578  x   0.99988767  =   0.99954348
 JM0502
 JM0502:                Primary Azimuth Mark                     Grid Az
 JM0502:SPC UT S     -  KNOB                                     004 51 39.4
 JM0502:UTM  12      -  KNOB                                     005 09 32.5
 JM0502
 JM0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH5283120484(NAD 83)
 JM0502
 JM0502|---------------------------------------------------------------------|
 JM0502| PID    Reference Object                     Distance      Geod. Az  |
 JM0502|                                                           dddmmss.s |
 JM0502| JM0500 KNOB                                APPROX. 7.2 KM 0061407.8 |
 JM0502|---------------------------------------------------------------------|
 JM0502
 JM0502                          SUPERSEDED SURVEY CONTROL
 JM0502
 JM0502  NAD 83(1986)-  38 07 09.37210(N)    109 15 23.42234(W) AD(       ) 3
 JM0502  NAD 27      -  38 07 09.40955(N)    109 15 21.02547(W) AD(       ) 3
 JM0502  NGVD 29 (07/19/86) 2212.2    (m)         7258.     (f) VERT ANG       
 JM0502
 JM0502.Superseded values are not recommended for survey control.
 JM0502
 JM0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0502.See file dsdata.pdf to determine how the superseded data were derived.
 JM0502
 JM0502_MARKER: DB = BENCH MARK DISK
 JM0502_SETTING: 66 = SET IN ROCK OUTCROP
 JM0502_STAMPING: VANADIUM 1934
 JM0502_MARK LOGO: USGS
 JM0502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0502+STABILITY: POSITION/ELEVATION WELL
 JM0502
 JM0502  HISTORY     - Date     Condition        Report By
 JM0502  HISTORY     - 1934     MONUMENTED       USGS
 JM0502  HISTORY     - 1954     GOOD             USGS
 JM0502
 JM0502                          STATION DESCRIPTION
 JM0502
 JM0502'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (CCM)
 JM0502'ON WESTERNMOST EXTREMITY OF HIGH MESA LOCALLY KNOWN AS DEER NECK
 JM0502'BETWEEN BIG INDIAN WASH AND EAST CANYON ABOUT 14 MI. S. OF LA SAL.
 JM0502'
 JM0502'STATION FOUND AS DESCRIBED, FOUND 3 REFERENCE
 JM0502'MARKS AND STATION MARK IN GOOD CONDITION.  A NEW ---TO REACH--- AS
 JM0502'FOLLOWS
 JM0502'
 JM0502'TO REACH FROM COUNTY COURTHOUSE IN MONTICELLO, DRIVE E. ON U.S.
 JM0502'HIGHWAY 160 FOR 13.2 MI. TO CROSSROADS AND RED-TOP GRAIN TANK ON
 JM0502'RIGHT, TURN LEFT (N.) AND CONTINUE ON MAIN TRAVELED RD. FOR 15.3
 JM0502'MI. TO CROSSROADS AT SECTION CORNER SET IN CENTER OF RD., TURN
 JM0502'LEFT (W.) FOR 1 MI. TO CROSSROADS, TURN N. ON MAIN TRAVELED RD.
 JM0502'FOR 1 MI. TO CROSSROADS AND SECTION CORNER UNDER LONE TREE IN
 JM0502'CENTER OF RD., TURN LEFT (W.) FOR 2 MI. TO T-RD. AND SECTION CORNER
 JM0502'THAT IS BENT OVER, CONTINUE STRAIGHT AHEAD FOR 1.1 MI. TO Y-RD.,
 JM0502'TAKE RIGHT TURN FOR 0.4 MI. TO T-RD. LEADING TO FARMHOUSE ON LEFT,
 JM0502'CONTINUE STRAIGHT AHEAD AROUND E. EDGE OF CULTIVATED FIELD TO RIGHT
 JM0502'ANGLE TURN AT RIM OF MESA, TURN LEFT (W.) AND CONTINUE ALONG DIM RD.
 JM0502'FOR 1 MI. TO SECTION CORNER AND LONE TREE, TAKE RIGHT FORK (N.) FOR
 JM0502'0.7 MI. TO RD. FORKS, TAKE LEFT FORK FOR 1.2 MI. TO SMALL RESERVOIR
 JM0502'IN CLEARED FIELD ON YOUR LEFT AND RD. FORKS, TAKE RIGHT FORK (N.)
 JM0502'THROUGH CLEARED FIELD TO DIM RD. FORKS, TAKE RIGHT FORK AROUND FIELD
 JM0502'FOR 0.1 MI. TO DIM RD. LEADING THROUGH TREES TO LARGE CLEARED FIELD,
 JM0502'CONTINUE AROUND S. EDGE OF FIELD TO SMALL RESERVOIR, AT THIS POINT
 JM0502'TURN NW. AROUND W. EDGE OF FIELD TO VERY DIM RD. ON LEFT LEADING W.
 JM0502'THROUGH A SAGEBRUSH AREA, CONTINUE ON THIS RD. FOR 0.5 MI. TO END OF
 JM0502'RD.  LEAVE TRUCK AND WALK W. THROUGH TREES TO RIM OF MESA AND STATION.
 JM0502'ABOUT 10-MINUTE PACK.
 JM0502'
 JM0502'STATION MARK--STANDARD TABLET STAMPED ---VANADIUM 1934--- CEMENTED
 JM0502'IN BEDROCK.
 JM0502'
 JM0502'REFERENCE MARK NO. 1--REFERENCE MARK TABLET CEMENTED IN BEDROCK,
 JM0502'26.58 FT. FROM STATION MARK, N 23 DEG 28 MIN E.
 JM0502'
 JM0502'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN TRUNK OF 10 IN.
 JM0502'PINON TREE 1 FT. ABOVE GROUND, 32.68 FT. FROM STATION MARK,
 JM0502'N 83 DEG 49 MIN E.
 JM0502'
 JM0502'REFERENCE MARK NO. 3--COPPER NAIL AND WASHER IN BEDROCK, 16.65
 JM0502'FT. FROM STATION MARK, S 57 DEG 43 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0517 ***********************************************************************
 HO0517  DESIGNATION -  VAT 2
 HO0517  PID         -  HO0517
 HO0517  STATE/COUNTY-  UT/GARFIELD
 HO0517  COUNTRY     -  US
 HO0517  USGS QUAD   -  TROPIC CANYON (2017)
 HO0517
 HO0517                         *CURRENT SURVEY CONTROL
 HO0517  ______________________________________________________________________
 HO0517* NAD 83(1994) POSITION- 37 42 40.89188(N) 112 04 41.96154(W)   ADJUSTED
 HO0517* NAVD 88 ORTHO HEIGHT -  2523.0   (meters)     8278.    (feet) VERTCON3
 HO0517  ______________________________________________________________________
 HO0517  GEOID HEIGHT    -        -19.872 (meters)                     GEOID18
 HO0517  LAPLACE CORR    -          1.69  (seconds)                    DEFLEC18
 HO0517  HORZ ORDER      -  SECOND
 HO0517
 HO0517.The horizontal coordinates were established by classical geodetic methods
 HO0517.and adjusted by the National Geodetic Survey in November 1997.
 HO0517
 HO0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0517
 HO0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0517.GEOID18 height accuracy estimate available here.
 HO0517
 HO0517.Click photographs - Photos may exist for this station.
 HO0517
 HO0517.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0517
 HO0517. The following values were computed from the NAD 83(1994) position.
 HO0517
 HO0517;                    North         East     Units Scale Factor Converg.
 HO0517;SPC UT S     - 3,116,101.010   449,008.820   MT  0.99995210   -0 21 15.6
 HO0517;SPC UT S     -10,223,408.06  1,473,123.10   sFT  0.99995210   -0 21 15.6
 HO0517;UTM  12      - 4,174,337.592   404,954.858   MT  0.99971127   -0 39 34.7
 HO0517
 HO0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0517!SPC UT S     -   0.99960737  x   0.99995210  =   0.99955948
 HO0517!UTM  12      -   0.99960737  x   0.99971127  =   0.99931875
 HO0517
 HO0517:                Primary Azimuth Mark                     Grid Az
 HO0517:SPC UT S     -  ADAMS NO 1                               335 21 37.6
 HO0517:UTM  12      -  ADAMS NO 1                               335 39 56.7
 HO0517
 HO0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG0495474337(NAD 83)
 HO0517
 HO0517|---------------------------------------------------------------------|
 HO0517| PID    Reference Object                     Distance      Geod. Az  |
 HO0517|                                                           dddmmss.s |
 HO0517| CH4482 VAT 2 RM 2                           12.894 METERS 16039     |
 HO0517| CH4481 VAT 2 RM 1                           10.096 METERS 22923     |
 HO0517| HO0516 ADAMS NO 1                          APPROX.27.1 KM 3350022.0 |
 HO0517|---------------------------------------------------------------------|
 HO0517
 HO0517                          SUPERSEDED SURVEY CONTROL
 HO0517
 HO0517  NAD 83(1986)-  37 42 40.88860(N)    112 04 41.96831(W) AD(       ) 2
 HO0517  NAD 27      -  37 42 40.95100(N)    112 04 39.27200(W) AD(       ) 2
 HO0517  NGVD 29 (07/19/86) 2521.6    (m)         8273.     (f) VERT ANG       
 HO0517
 HO0517.Superseded values are not recommended for survey control.
 HO0517
 HO0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0517.See file dsdata.pdf to determine how the superseded data were derived.
 HO0517
 HO0517_MARKER: DD = SURVEY DISK
 HO0517_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HO0517_STAMPING: VAT 2 1971
 HO0517_MARK LOGO: USGS
 HO0517_MAGNETIC: I = MARKER IS A STEEL ROD
 HO0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0517+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2021
 HO0517
 HO0517  HISTORY     - Date     Condition        Report By
 HO0517  HISTORY     - 1971     MONUMENTED       USGS
 HO0517  HISTORY     - 20210618 GOOD             INDIV
 HO0517
 HO0517                          STATION DESCRIPTION
 HO0517
 HO0517'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HO0517'RM 2 TO RM 3 NOT MEASURED.
 HO0517'
 HO0517'NOTE BY USGS, 1971--OLD STATION MARK VAT SET IN 1929, FOUND
 HO0517'DESTROYED.  NEW MARK SET SAME POSITION.  REFERENCE MARK NO. 1
 HO0517'NOT FOUND.  TWO NEW REFERENCE MARKS WERE SET.
 HO0517'
 HO0517'LOCATED ABOUT 26 MI (AIRLINE) W. OF ESCALANTE.  6.0 MI ENE. OF
 HO0517'BRYCE CANYON AIRPORT.  AT THE SOUTHWEST END OF A RIDGE OVERLOOKING
 HO0517'EMERY VALLEY TO THE NW., WITH A SHARP DROP OFF TO THE SE.
 HO0517'
 HO0517'TO REACH FROM RD. JCT. OF STATE HIGHWAYS 12, 22, AND 54.  DRIVE
 HO0517'N. ON STATE HIGHWAY 22 FOR 6.0 MI.  TURN RIGHT THROUGH CATTLEGUARD
 HO0517'UP POWER LINE RD. E. 1.0 MI. TO Y-RD.  TAKE LEFT FORK NE. 1.6
 HO0517'MI UP WINDING RD. TO TOP OF RIDGE AND A CEMENT BLOCK BUILDING AND
 HO0517'END OF TRUCK TRAVEL.  STATION IS LOCATED ABOUT 800 FT S. DOWN
 HO0517'THE RIDGE.
 HO0517'
 HO0517'STATION MARK--A STANDARD BRONZE TABLET STAMPED VAT 2 1971 SET ON
 HO0517'A COPPER-COATED ROD.
 HO0517'
 HO0517'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET STAMPED VAT NO
 HO0517'2 RM NO 2 1971 CEMENTED IN DRILL HOLE IN RED ROCK OUTCROP, 7.8
 HO0517'FT BELOW STATION MARK.
 HO0517'
 HO0517'REFERENCE MARK NO. 3--A STANDARD BRONZE TABLET STAMPED VAT NO 2
 HO0517'RM NO 3 1971 SET ON A COPPERWELD ROD, 2.7 FT BELOW STATION MARK.
 HO0517
 HO0517                          STATION RECOVERY (2021)
 HO0517
 HO0517'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 HO0517'THE STATION MARK IS INSIDE A STEEL PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0712 ***********************************************************************
 LN0712  SACS        -  This is a Secondary Airport Control Station.
 LN0712  DESIGNATION -  VEL AP STA A
 LN0712  PID         -  LN0712
 LN0712  STATE/COUNTY-  UT/UINTAH
 LN0712  COUNTRY     -  US
 LN0712  USGS QUAD   -  VERNAL NE (2017)
 LN0712
 LN0712                         *CURRENT SURVEY CONTROL
 LN0712  ______________________________________________________________________
 LN0712* NAD 83(2011) POSITION- 40 26 52.68836(N) 109 30 36.89495(W)   ADJUSTED
 LN0712* NAD 83(2011) ELLIP HT-  1586.840 (meters)        (06/27/12)   ADJUSTED
 LN0712* NAD 83(2011) EPOCH   -  2010.00
 LN0712* NAVD 88 ORTHO HEIGHT -  1603.56  (meters)     5261.0   (feet) GPS OBS
 LN0712  ______________________________________________________________________
 LN0712  NAVD 88 orthometric height was determined with geoid model    GEOID99
 LN0712  GEOID HEIGHT    -        -16.660 (meters)                     GEOID99
 LN0712  GEOID HEIGHT    -        -16.838 (meters)                     GEOID18
 LN0712  NAD 83(2011) X  - -1,623,719.582 (meters)                     COMP
 LN0712  NAD 83(2011) Y  - -4,582,637.438 (meters)                     COMP
 LN0712  NAD 83(2011) Z  -  4,116,994.248 (meters)                     COMP
 LN0712  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 LN0712
 LN0712  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LN0712  Standards:
 LN0712         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LN0712            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LN0712  -------------------------------------------------------------------
 LN0712  NETWORK    1.47   2.45           0.69   0.46   1.25     -0.15721514
 LN0712  -------------------------------------------------------------------
 LN0712  Click here for local accuracies and other accuracy information.
 LN0712
 LN0712.This mark is at Vernal Airport (VEL)
 LN0712
 LN0712.The horizontal coordinates were established by GPS observations
 LN0712.and adjusted by the National Geodetic Survey in June 2012.
 LN0712
 LN0712.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LN0712.been affixed to the stable North American tectonic plate. See 
 LN0712.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LN0712
 LN0712.The horizontal coordinates are valid at the epoch date displayed above
 LN0712.which is a decimal equivalence of Year/Month/Day.
 LN0712
 LN0712.The orthometric height was determined by GPS observations and a
 LN0712.high-resolution geoid model.
 LN0712
 LN0712.GPS derived orthometric heights for airport stations designated as
 LN0712.PACS or SACS are published to 2 decimal places.  This maintains
 LN0712.centimeter relative accuracy between the PACS and SACS.  It does
 LN0712.not indicate centimeter accuracy relative to other marks which are
 LN0712.part of the published vertical control network.
 LN0712
 LN0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0712.GEOID18 height accuracy estimate available here.
 LN0712
 LN0712.Click photographs - Photos may exist for this station.
 LN0712
 LN0712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LN0712
 LN0712.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0712
 LN0712.The ellipsoidal height was determined by GPS observations
 LN0712.and is referenced to NAD 83.
 LN0712
 LN0712. The following values were computed from the NAD 83(2011) position.
 LN0712
 LN0712;                    North         East     Units Scale Factor Converg.
 LN0712;SPC UT C     - 2,236,646.938   668,775.668   MT  0.99995600   +1 16 28.5
 LN0712;SPC UT C     - 7,338,065.83  2,194,141.50   sFT  0.99995600   +1 16 28.5
 LN0712;UTM  12      - 4,478,544.964   626,332.138   MT  0.99979646   +0 57 59.8
 LN0712
 LN0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0712!SPC UT C     -   0.99975113  x   0.99995600  =   0.99970715
 LN0712!UTM  12      -   0.99975113  x   0.99979646  =   0.99954764
 LN0712
 LN0712:                Primary Azimuth Mark                     Grid Az
 LN0712:SPC UT C     -  VEL ARP 2                                182 21 17.2
 LN0712:UTM  12      -  VEL ARP 2                                182 39 45.9
 LN0712
 LN0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK2633278544(NAD 83)
 LN0712
 LN0712|---------------------------------------------------------------------|
 LN0712| PID    Reference Object                     Distance      Geod. Az  |
 LN0712|                                                           dddmmss.s |
 LN0712| LN0714 VEL ARP 2                           APPROX. 1.0 KM 1833745.7 |
 LN0712| LN0313 VERNAL                              337.569 METERS 27802     |
 LN0712|---------------------------------------------------------------------|
 LN0712
 LN0712                          SUPERSEDED SURVEY CONTROL
 LN0712
 LN0712  NAD 83(2007)-  40 26 52.68798(N)    109 30 36.89560(W) AD(2002.00) 0
 LN0712  ELLIP H (02/10/07) 1586.859  (m)                       GP(2002.00)    
 LN0712  ELLIP H (02/21/02) 1586.863  (m)                       GP(       ) 4 1
 LN0712  ELLIP H (01/22/02) 1586.772  (m)                       GP(       ) 4 1
 LN0712  NAD 83(1994)-  40 26 52.68730(N)    109 30 36.89483(W) AD(       ) 1
 LN0712  ELLIP H (12/04/00) 1586.898  (m)                       GP(       ) 4 1
 LN0712  NAD 83(1994)-  40 26 52.68731(N)    109 30 36.89471(W) AD(       ) 2
 LN0712  ELLIP H (11/04/97) 1586.808  (m)                       GP(       ) 4 1
 LN0712  NAD 83(1993)-  40 26 52.68723(N)    109 30 36.89463(W) AD(       ) 2
 LN0712  NAD 83(1986)-  40 26 52.66564(N)    109 30 36.88036(W) AD(       ) 2
 LN0712  NGVD 29 (12/30/92) 1602.42   (m)  GEOID90  model used  GPS OBS        
 LN0712
 LN0712.Superseded values are not recommended for survey control.
 LN0712
 LN0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0712.See file dsdata.pdf to determine how the superseded data were derived.
 LN0712
 LN0712_MARKER: DT = TOPOGRAPHIC STATION DISK
 LN0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0712_STAMPING: AP 1963 STA A
 LN0712_MARK LOGO: CGS
 LN0712_MAGNETIC: N = NO MAGNETIC MATERIAL
 LN0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0712+STABILITY: SURFACE MOTION
 LN0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0712+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2000
 LN0712
 LN0712  HISTORY     - Date     Condition        Report By
 LN0712  HISTORY     - 1963     MONUMENTED       CGS
 LN0712  HISTORY     - 19910706 GOOD             NGS
 LN0712  HISTORY     - 19920730 GOOD             NOS
 LN0712  HISTORY     - 20001024 GOOD             NGS
 LN0712
 LN0712                          STATION DESCRIPTION
 LN0712
 LN0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 (NGS)
 LN0712'THE STATION IS LOCATED IN THE GRASS AREA EAST OF THE RUNWAY AT THE
 LN0712'PHYSICAL END OF RUNWAY 16.  IT IS 167.4 FT (51.0 M) NORTH OF THE FIRST
 LN0712'RUNWAY LIGHT THAT IS SOUTH OF THE END, 126.5 FT (38.6 M) EAST OF THE
 LN0712'CENTERLINE OF THE RUNWAY, AND 42.8 FT (13.0 M) EAST-SOUTHEAST OF THE
 LN0712'EASTERLY OF FOUR THRESHOLD LIGHTS.  THE STATION IS MARKED WITH A
 LN0712'STANDARD CGS TOPOGRAPHIC STATION DISK, STAMPED AP 1963 STA A, SET IN
 LN0712'THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 LN0712
 LN0712                          STATION RECOVERY (1992)
 LN0712
 LN0712'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 LN0712'THE STATION IS LOCATED IN THE SOUTHWESTEN PAPT OF THE CITY OF VERNAL
 LN0712'ON THE GROUNDS OF THE MUNICIPAL AIPORT.
 LN0712'
 LN0712'TO REACH THE STATION FROM THE ACCESS GATE AT THE NORTH END OF THE
 LN0712'FIELD (BY DINALAND AVIATION), PASS THROUGH THE GATE AND GO SOUTH
 LN0712'ACROSS RAMP FOR 0.05 MI (0.08 KM) TO A TAXIWAY, GO EASTERLY ON
 LN0712'TAXIWAY FOR 0.15 MI (0.24 KM) TO A PARELLEL TAXIWAY.   TURN LEFT
 LN0712'(NORTH) ON TAXIWAY AND GO 0.2 MI (0.32 KM) TO THE RUNWAY END AND THE
 LN0712'STATION ON THE EAST SIDE OF THE RUNWAY.
 LN0712'
 LN0712'THE STATION IS LOCATED 167.4 FT (51.02 M) NORTH OF THE FRIST RUNWAY
 LN0712'LIGHT THAT IS SOUTH OF THE RUNWAY END, 126.5 FT (38.56 M) EAST OF THE
 LN0712'CENTERLINE OF THE RUNWAY AND 42.8 FT (13.05 M) EAST-SOUTHEAST OF THE
 LN0712'EASTERLY OF FOUR THRESHOLD LIGHTS.
 LN0712
 LN0712                          STATION RECOVERY (2000)
 LN0712
 LN0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 LN0712'STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION (SACS.)
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0713 ***********************************************************************
 LN0713  SACS        -  This is a Secondary Airport Control Station.
 LN0713  DESIGNATION -  VEL AP STA B
 LN0713  PID         -  LN0713
 LN0713  STATE/COUNTY-  UT/UINTAH
 LN0713  COUNTRY     -  US
 LN0713  USGS QUAD   -  VERNAL NE (2017)
 LN0713
 LN0713                         *CURRENT SURVEY CONTROL
 LN0713  ______________________________________________________________________
 LN0713* NAD 83(2011) POSITION- 40 25 53.96110(N) 109 30 35.59458(W)   ADJUSTED
 LN0713* NAD 83(2011) ELLIP HT-  1584.071 (meters)        (06/27/12)   ADJUSTED
 LN0713* NAD 83(2011) EPOCH   -  2010.00
 LN0713* NAVD 88 ORTHO HEIGHT -  1600.91  (meters)     5252.3   (feet) GPS OBS
 LN0713  ______________________________________________________________________
 LN0713  NAVD 88 orthometric height was determined with geoid model    GEOID99
 LN0713  GEOID HEIGHT    -        -16.779 (meters)                     GEOID99
 LN0713  GEOID HEIGHT    -        -16.957 (meters)                     GEOID18
 LN0713  NAD 83(2011) X  - -1,624,082.500 (meters)                     COMP
 LN0713  NAD 83(2011) Y  - -4,583,753.501 (meters)                     COMP
 LN0713  NAD 83(2011) Z  -  4,115,613.428 (meters)                     COMP
 LN0713  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 LN0713
 LN0713  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LN0713  Standards:
 LN0713         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LN0713            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LN0713  -------------------------------------------------------------------
 LN0713  NETWORK    1.49   2.53           0.70   0.47   1.29     -0.14985789
 LN0713  -------------------------------------------------------------------
 LN0713  Click here for local accuracies and other accuracy information.
 LN0713
 LN0713.This mark is at Vernal Airport (VEL)
 LN0713
 LN0713.The horizontal coordinates were established by GPS observations
 LN0713.and adjusted by the National Geodetic Survey in June 2012.
 LN0713
 LN0713.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LN0713.been affixed to the stable North American tectonic plate. See 
 LN0713.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LN0713
 LN0713.The horizontal coordinates are valid at the epoch date displayed above
 LN0713.which is a decimal equivalence of Year/Month/Day.
 LN0713
 LN0713.The orthometric height was determined by GPS observations and a
 LN0713.high-resolution geoid model.
 LN0713
 LN0713.GPS derived orthometric heights for airport stations designated as
 LN0713.PACS or SACS are published to 2 decimal places.  This maintains
 LN0713.centimeter relative accuracy between the PACS and SACS.  It does
 LN0713.not indicate centimeter accuracy relative to other marks which are
 LN0713.part of the published vertical control network.
 LN0713
 LN0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0713.GEOID18 height accuracy estimate available here.
 LN0713
 LN0713.Click photographs - Photos may exist for this station.
 LN0713
 LN0713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LN0713
 LN0713.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0713
 LN0713.The ellipsoidal height was determined by GPS observations
 LN0713.and is referenced to NAD 83.
 LN0713
 LN0713. The following values were computed from the NAD 83(2011) position.
 LN0713
 LN0713;                    North         East     Units Scale Factor Converg.
 LN0713;SPC UT C     - 2,234,836.690   668,846.601   MT  0.99995299   +1 16 29.4
 LN0713;SPC UT C     - 7,332,126.71  2,194,374.22   sFT  0.99995299   +1 16 29.4
 LN0713;UTM  12      - 4,476,734.647   626,393.326   MT  0.99979665   +0 57 59.5
 LN0713
 LN0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0713!SPC UT C     -   0.99975157  x   0.99995299  =   0.99970457
 LN0713!UTM  12      -   0.99975157  x   0.99979665  =   0.99954827
 LN0713
 LN0713:                Primary Azimuth Mark                     Grid Az
 LN0713:SPC UT C     -  VEL ARP 2                                352 06 26.7
 LN0713:UTM  12      -  VEL ARP 2                                352 24 56.6
 LN0713
 LN0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK2639376734(NAD 83)
 LN0713
 LN0713|---------------------------------------------------------------------|
 LN0713| PID    Reference Object                     Distance      Geod. Az  |
 LN0713|                                                           dddmmss.s |
 LN0713| LN0714 VEL ARP 2                           APPROX. 0.8 KM 3532256.1 |
 LN0713| LN0712 VEL AP STA A                        APPROX. 1.8 KM 3590151.1 |
 LN0713|---------------------------------------------------------------------|
 LN0713
 LN0713                          SUPERSEDED SURVEY CONTROL
 LN0713
 LN0713  NAD 83(2007)-  40 25 53.96070(N)    109 30 35.59522(W) AD(2002.00) 0
 LN0713  ELLIP H (02/10/07) 1584.091  (m)                       GP(2002.00)    
 LN0713  ELLIP H (02/21/02) 1584.095  (m)                       GP(       ) 4 1
 LN0713  ELLIP H (01/22/02) 1584.004  (m)                       GP(       ) 4 1
 LN0713  NAD 83(1994)-  40 25 53.96003(N)    109 30 35.59447(W) AD(       ) 1
 LN0713  ELLIP H (12/04/00) 1584.130  (m)                       GP(       ) 4 1
 LN0713  NAD 83(1994)-  40 25 53.95954(N)    109 30 35.59388(W) AD(       ) 2
 LN0713  ELLIP H (11/04/97) 1584.028  (m)                       GP(       ) 4 1
 LN0713  NAD 83(1993)-  40 25 53.95945(N)    109 30 35.59378(W) AD(       ) 2
 LN0713  NAD 83(1986)-  40 25 53.93760(N)    109 30 35.57973(W) AD(       ) 2
 LN0713  NGVD 29 (12/30/92) 1599.76   (m)  GEOID90  model used  GPS OBS        
 LN0713
 LN0713.Superseded values are not recommended for survey control.
 LN0713
 LN0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0713.See file dsdata.pdf to determine how the superseded data were derived.
 LN0713
 LN0713_MARKER: DT = TOPOGRAPHIC STATION DISK
 LN0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0713_STAMPING: AP 1963 STA B
 LN0713_MARK LOGO: CGS
 LN0713_MAGNETIC: N = NO MAGNETIC MATERIAL
 LN0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0713+STABILITY: SURFACE MOTION
 LN0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0713+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2000
 LN0713
 LN0713  HISTORY     - Date     Condition        Report By
 LN0713  HISTORY     - 1963     MONUMENTED       CGS
 LN0713  HISTORY     - 19910706 GOOD             NGS
 LN0713  HISTORY     - 19920730 GOOD             NOS
 LN0713  HISTORY     - 20001024 GOOD             NGS
 LN0713
 LN0713                          STATION DESCRIPTION
 LN0713
 LN0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 (NGS)
 LN0713'THE STATION IS LOCATED IN THE GRASS AREA EAST OF THE RUNWAY NEAR THE
 LN0713'34 END AND OPPOSITE THE SOUTHERNMOST SET OF VASI LIGHTS.  IT IS 657.7
 LN0713'FT (200.5 M) NORTH OF THE SOUTHERN END OF THE RUNWAY, 138.6 FT (42.2
 LN0713'M) NORTH-NORTHEAST OF THE THIRD RUNWAY LIGHT NORTH OF THE RUNWAY END,
 LN0713'127.5 FT (38.9 M) EAST OF THE CENTERLINE OF THE RUNWAY, AND 66.0 FT
 LN0713'(20.1 M) EAST-SOUTHEAST OF THE FOURTH RUNWAY LIGHT NORTH OF THE RUNWAY
 LN0713'END.  THE STATION IS MARKED WITH A STANDARD CGS TOPOGRAPHIC STATION
 LN0713'DISK, STAMPED AP 1963 STA B, SET IN THE TOP OF A CONCRETE MONUMENT
 LN0713'THAT IS FLUSH WITH THE GROUND.
 LN0713
 LN0713                          STATION RECOVERY (1992)
 LN0713
 LN0713'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 LN0713'THE STATION IS LOCATED IN THE SOUTHWESTEN PAPT OF THE CITY OF VERNAL
 LN0713'ON THE GROUNDS OF THE MUNICIPAL AIPORT.
 LN0713'TO REACH THE STATION FROM THE ACCESS GATE AT THE NORTH END OF THE
 LN0713'FIELD (BY DINALAND AVIATION), PASS THROUGH THE GATE AND GO SOUTH
 LN0713'ACROSS RAMP FOR 0.05 MI (0.08 KM) TO A TAXIWAY, GO EASTERLY ON
 LN0713'TAXIWAY FOR 0.15 MI (0.24 KM) TO A PARELLEL TAXIWAY.   TURN RIGHT AND
 LN0713'GO SOUTHERLY ON PARELLEL TAXIWAY FOR 0.7 MI (1.13 KM) TO A CONNECTING
 LN0713'TAXIWAY, TURN LEFT AND THEN RIGHT ONTO THE RUNWAY AND GO 0.25 MI
 LN0713'(0.40 KM) TO THE STATION ON THE LEFT.
 LN0713'THE STATION IS LOCATED IN THE GRASS AREA EAST OF THE RUNWAY NEAR THE
 LN0713'34 END AND OPPOSITE THE SOUTHERNMOST SET OF VASI LIGHTS.  IT IS 138.6
 LN0713'FT (42.25 M) NORTH-NORTHEAST OF THE THIRD RUNWAY LIGHT NORTH OF THE
 LN0713'RUNWAY END, 127.5 FT (38.86 M) EAST OF THE CENTERLINE OF THE RUNWAY,
 LN0713'AND 66.0 FT (20.12 M) EAST-SOUTHEAST OF THE FOURTH RUNWAY LIGHT NORTH
 LN0713'OF THE RUNWAY END.
 LN0713
 LN0713                          STATION RECOVERY (2000)
 LN0713
 LN0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 LN0713'THE VASI LIGHTS HAVE BEEN REPLACED BY PAPI LIGHTS AND THE STATION IS
 LN0713'LOCATED ABOUT 1000 FT (304.8 M) NORTH-NORTHEAST OF RUNWAY AND 34.
 LN0713'
 LN0713'NOTE-THIS STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION
 LN0713'(SACS.)
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0714 ***********************************************************************
 LN0714  DESIGNATION -  VEL ARP 2
 LN0714  PID         -  LN0714
 LN0714  STATE/COUNTY-  UT/UINTAH
 LN0714  COUNTRY     -  US
 LN0714  USGS QUAD   -  VERNAL NE (2017)
 LN0714
 LN0714                         *CURRENT SURVEY CONTROL
 LN0714  ______________________________________________________________________
 LN0714* NAD 83(2011) POSITION- 40 26 20.25624(N) 109 30 39.58730(W)   ADJUSTED
 LN0714* NAD 83(2011) ELLIP HT-  1584.472 (meters)        (06/27/12)   ADJUSTED
 LN0714* NAD 83(2011) EPOCH   -  2010.00
 LN0714* NAVD 88 ORTHO HEIGHT -  1601.3   (meters)     5254.    (feet) GPS OBS
 LN0714  ______________________________________________________________________
 LN0714  NAVD 88 orthometric height was determined with geoid model    GEOID99
 LN0714  GEOID HEIGHT    -        -16.727 (meters)                     GEOID99
 LN0714  GEOID HEIGHT    -        -16.905 (meters)                     GEOID18
 LN0714  NAD 83(2011) X  - -1,623,995.589 (meters)                     COMP
 LN0714  NAD 83(2011) Y  - -4,583,226.376 (meters)                     COMP
 LN0714  NAD 83(2011) Z  -  4,116,231.187 (meters)                     COMP
 LN0714  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 LN0714
 LN0714  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LN0714  Standards:
 LN0714         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LN0714            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LN0714  -------------------------------------------------------------------
 LN0714  NETWORK    1.60   2.47           0.75   0.50   1.26     -0.10929181
 LN0714  -------------------------------------------------------------------
 LN0714  Click here for local accuracies and other accuracy information.
 LN0714
 LN0714.This mark is at Vernal Airport (VEL)
 LN0714
 LN0714.The horizontal coordinates were established by GPS observations
 LN0714.and adjusted by the National Geodetic Survey in June 2012.
 LN0714
 LN0714.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LN0714.been affixed to the stable North American tectonic plate. See 
 LN0714.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LN0714
 LN0714.The horizontal coordinates are valid at the epoch date displayed above
 LN0714.which is a decimal equivalence of Year/Month/Day.
 LN0714
 LN0714.The orthometric height was determined by GPS observations and a
 LN0714.high-resolution geoid model.
 LN0714
 LN0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0714.GEOID18 height accuracy estimate available here.
 LN0714
 LN0714.Click photographs - Photos may exist for this station.
 LN0714
 LN0714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LN0714
 LN0714.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0714
 LN0714.The ellipsoidal height was determined by GPS observations
 LN0714.and is referenced to NAD 83.
 LN0714
 LN0714. The following values were computed from the NAD 83(2011) position.
 LN0714
 LN0714;                    North         East     Units Scale Factor Converg.
 LN0714;SPC UT C     - 2,235,645.440   668,734.485   MT  0.99995433   +1 16 26.8
 LN0714;SPC UT C     - 7,334,780.08  2,194,006.39   sFT  0.99995433   +1 16 26.8
 LN0714;UTM  12      - 4,477,543.861   626,285.578   MT  0.99979631   +0 57 57.4
 LN0714
 LN0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0714!SPC UT C     -   0.99975151  x   0.99995433  =   0.99970585
 LN0714!UTM  12      -   0.99975151  x   0.99979631  =   0.99954787
 LN0714
 LN0714:                Primary Azimuth Mark                     Grid Az
 LN0714:SPC UT C     -  VEL AP STA A                             002 21 17.1
 LN0714:UTM  12      -  VEL AP STA A                             002 39 46.5
 LN0714
 LN0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK2628577543(NAD 83)
 LN0714
 LN0714|---------------------------------------------------------------------|
 LN0714| PID    Reference Object                     Distance      Geod. Az  |
 LN0714|                                                           dddmmss.s |
 LN0714| LN0712 VEL AP STA A                        APPROX. 1.0 KM 0033743.9 |
 LN0714|---------------------------------------------------------------------|
 LN0714
 LN0714                          SUPERSEDED SURVEY CONTROL
 LN0714
 LN0714  NAD 83(2007)-  40 26 20.25582(N)    109 30 39.58787(W) AD(2002.00) 0
 LN0714  ELLIP H (02/10/07) 1584.491  (m)                       GP(2002.00)    
 LN0714  ELLIP H (02/21/02) 1584.498  (m)                       GP(       ) 4 2
 LN0714  ELLIP H (01/22/02) 1584.390  (m)                       GP(       ) 4 2
 LN0714  NAD 83(1994)-  40 26 20.25517(N)    109 30 39.58719(W) AD(       ) 3
 LN0714  ELLIP H (12/04/00) 1584.533  (m)                       GP(       ) 4 2
 LN0714  NAD 83(1994)-  40 26 20.25481(N)    109 30 39.58640(W) AD(       ) 2
 LN0714  ELLIP H (11/04/97) 1584.415  (m)                       GP(       ) 4 1
 LN0714  NAD 83(1993)-  40 26 20.25473(N)    109 30 39.58632(W) AD(       ) 2
 LN0714  NAD 83(1986)-  40 26 20.23301(N)    109 30 39.57191(W) AD(       ) 2
 LN0714  NGVD 29 (12/30/92) 1600.1    (m)  GEOID90  model used  GPS OBS        
 LN0714
 LN0714.Superseded values are not recommended for survey control.
 LN0714
 LN0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0714.See file dsdata.pdf to determine how the superseded data were derived.
 LN0714
 LN0714_MARKER: DT = TOPOGRAPHIC STATION DISK
 LN0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0714_STAMPING: ARP 2 1963
 LN0714_MARK LOGO: CGS
 LN0714_MAGNETIC: N = NO MAGNETIC MATERIAL
 LN0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0714+STABILITY: SURFACE MOTION
 LN0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0714+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2000
 LN0714
 LN0714  HISTORY     - Date     Condition        Report By
 LN0714  HISTORY     - 1963     MONUMENTED       CGS
 LN0714  HISTORY     - 19910706 GOOD             NGS
 LN0714  HISTORY     - 19920730 GOOD             NOS
 LN0714  HISTORY     - 20001024 GOOD             NGS
 LN0714
 LN0714                          STATION DESCRIPTION
 LN0714
 LN0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 (NGS)
 LN0714'THE STATION IS LOCATED IN THE APPROXIMATE CENTER OF THE AIRPORT IN THE
 LN0714'GRASS AREA WEST OF THE RUNWAY AND SOUTH OF THE MIDDLE EAST-WEST
 LN0714'TAXIWAY, 750 FT (228.6 M) SOUTH OF THE CENTERLINE OF THE EAST-WEST
 LN0714'TAXIWAY, 156.0 FT (47.5 M) SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE
 LN0714'DRAIN INLET, 143.0 FT (43.6 M) NORTH-NORTHWEST OF THE FIFTH RUNWAY
 LN0714'LIGHT SOUTH OF THE EAST-WEST TAXIWAY, 141.0 FT (43.0 M) EAST OF THE
 LN0714'CENTERLINE OF THE NORTH-SOUTH TAXIWAY, 136.0 FT (41.5 M) WEST OF THE
 LN0714'RUNWAY CENTERLINE, 74.2 FT (22.6 M) SOUTHWEST OF THE FOURTH RUNWAY
 LN0714'LIGHT SOUTH OF THE EAST-WEST TAXIWAY, AND 51.7 FT (15.8 M) NORTH OF
 LN0714'THE NORTHWEST CORNER OF A UNDERGROUND CABLE HATCH COVER. THE STATION
 LN0714'IS MARKED WITH A STANDARD CGS TOPOGRAPHIC STATION DISK, STAMPED ARP 2
 LN0714'1963, SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LN0714'GROUND.
 LN0714
 LN0714                          STATION RECOVERY (1992)
 LN0714
 LN0714'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 LN0714'THE STATION IS LOCATED IN THE SOUTHWESTEN PAPT OF THE CITY OF VERNAL
 LN0714'ON THE GROUNDS OF THE MUNICIPAL AIPORT.
 LN0714'TO REACH THE STATION FROM THE ACCESS GATE AT THE NORTH END OF THE
 LN0714'FIELD (BY DINALAND AVIATION), PASS THROUGH THE GATE AND GO SOUTH
 LN0714'ACROSS RAMP FOR 0.05 MI (0.08 KM) TO A TAXIWAY, GO EASTERLY ON
 LN0714'TAXIWAY FOR 0.15 MI (0.24 KM) TO A PARELLEL TAXIWAY.   TURN RIGHT AND
 LN0714'GO SOUTHERLY ON PARELLEL TAXIWAY FOR 0.4 MI (0.64 KM) TO THE STATION
 LN0714'ON THE LEFT IN THE GRASS MEDIAN.
 LN0714'THE STATION IS LOCATED 156.0 FT (47.55 M) SOUTH OF THE SOUTHWEST
 LN0714'CORNER OF A CONCRETE DRAIN, 143.0 FT (43.59 M) NORTH-NORTHWEST OF THE
 LN0714'FIFTH RUNWAY LIGHT SOUTH OF THE EAST-WEST TAXIWAY, 141.0 FT
 LN0714'(42.98 M) EAST OF THE CENTERLINE OF THE NORTH-SOUTH TAXIWAY, 51.7 FT
 LN0714'(15.76 M) NORTH OF THE NORTHWEST CONRNER OF A UNDERGROUND CABLE
 LN0714'HATCH.
 LN0714
 LN0714                          STATION RECOVERY (2000)
 LN0714
 LN0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 LN0714'RECOVERED AS DESCRIBED.
 LN0714'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0313 ***********************************************************************
 LN0313  DESIGNATION -  VERNAL
 LN0313  PID         -  LN0313
 LN0313  STATE/COUNTY-  UT/UINTAH
 LN0313  COUNTRY     -  US
 LN0313  USGS QUAD   -  VERNAL NE (2017)
 LN0313
 LN0313                         *CURRENT SURVEY CONTROL
 LN0313  ______________________________________________________________________
 LN0313* NAD 83(2011) POSITION- 40 26 54.21660(N) 109 30 51.07978(W)   ADJUSTED
 LN0313* NAD 83(2011) ELLIP HT-  1590.756 (meters)        (06/27/12)   ADJUSTED
 LN0313* NAD 83(2011) EPOCH   -  2010.00
 LN0313* NAVD 88 ORTHO HEIGHT -  1607.585 (meters)     5274.22  (feet) ADJUSTED
 LN0313  ______________________________________________________________________
 LN0313  GEOID HEIGHT    -        -16.833 (meters)                     GEOID18
 LN0313  NAD 83(2011) X  - -1,624,025.503 (meters)                     COMP
 LN0313  NAD 83(2011) Y  - -4,582,499.740 (meters)                     COMP
 LN0313  NAD 83(2011) Z  -  4,117,032.670 (meters)                     COMP
 LN0313  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 LN0313  DYNAMIC HEIGHT  -       1606.106 (meters)     5269.37  (feet) COMP
 LN0313  MODELED GRAVITY -    979,649.4   (mgal)                       NAVD 88
 LN0313
 LN0313  VERT ORDER      -  SECOND    CLASS 0
 LN0313
 LN0313  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LN0313  Standards:
 LN0313         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LN0313            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LN0313  -------------------------------------------------------------------
 LN0313  NETWORK    1.71   5.49           0.80   0.54   2.80     -0.14365741
 LN0313  -------------------------------------------------------------------
 LN0313  Click here for local accuracies and other accuracy information.
 LN0313
 LN0313.This mark is at Vernal Airport (VEL)
 LN0313
 LN0313.The horizontal coordinates were established by GPS observations
 LN0313.and adjusted by the National Geodetic Survey in June 2012.
 LN0313
 LN0313.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LN0313.been affixed to the stable North American tectonic plate. See 
 LN0313.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LN0313
 LN0313.The horizontal coordinates are valid at the epoch date displayed above
 LN0313.which is a decimal equivalence of Year/Month/Day.
 LN0313
 LN0313.The orthometric height was determined by differential leveling and
 LN0313.adjusted by the NATIONAL GEODETIC SURVEY
 LN0313.in June 1991.
 LN0313
 LN0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0313.GEOID18 height accuracy estimate available here.
 LN0313
 LN0313.Click photographs - Photos may exist for this station.
 LN0313
 LN0313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LN0313
 LN0313.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0313
 LN0313.The ellipsoidal height was determined by GPS observations
 LN0313.and is referenced to NAD 83.
 LN0313
 LN0313.The dynamic height is computed by dividing the NAVD 88
 LN0313.geopotential number by the normal gravity value computed on the
 LN0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0313.degrees latitude (g = 980.6199 gals.).
 LN0313
 LN0313.The modeled gravity was interpolated from observed gravity values.
 LN0313
 LN0313. The following values were computed from the NAD 83(2011) position.
 LN0313
 LN0313;                    North         East     Units Scale Factor Converg.
 LN0313;SPC UT C     - 2,236,686.636   668,440.456   MT  0.99995608   +1 16 19.4
 LN0313;SPC UT C     - 7,338,196.07  2,193,041.73   sFT  0.99995608   +1 16 19.4
 LN0313;UTM  12      - 4,478,586.456   625,997.199   MT  0.99979541   +0 57 50.6
 LN0313
 LN0313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0313!SPC UT C     -   0.99975052  x   0.99995608  =   0.99970661
 LN0313!UTM  12      -   0.99975052  x   0.99979541  =   0.99954598
 LN0313
 LN0313:                Primary Azimuth Mark                     Grid Az
 LN0313:SPC UT C     -  VERNAL AZ MK                             084 24 59.1
 LN0313:UTM  12      -  VERNAL AZ MK                             084 43 27.9
 LN0313
 LN0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK2599778586(NAD 83)
 LN0313
 LN0313|---------------------------------------------------------------------|
 LN0313| PID    Reference Object                     Distance      Geod. Az  |
 LN0313|                                                           dddmmss.s |
 LN0313| LN0315 VERNAL AZ MK                                       0854118.5 |
 LN0313| LN0712 VEL AP STA A                        337.569 METERS 09802     |
 LN0313| LN0314 VERNAL RM 1                           8.568 METERS 15716     |
 LN0313| CP5985 VERNAL RM 2                           9.286 METERS 31341     |
 LN0313|---------------------------------------------------------------------|
 LN0313
 LN0313                          SUPERSEDED SURVEY CONTROL
 LN0313
 LN0313  NAD 83(2007)-  40 26 54.21641(N)    109 30 51.08062(W) AD(2002.00) 0
 LN0313  ELLIP H (02/10/07) 1590.806  (m)                       GP(2002.00)    
 LN0313  ELLIP H (01/22/02) 1590.706  (m)                       GP(       ) 4 1
 LN0313  NAD 83(1994)-  40 26 54.21536(N)    109 30 51.07943(W) AD(       ) 1
 LN0313  ELLIP H (11/04/97) 1590.735  (m)                       GP(       ) 4 1
 LN0313  NAD 83(1993)-  40 26 54.21527(N)    109 30 51.07932(W) AD(       ) 1
 LN0313  NAD 83(1986)-  40 26 54.19359(N)    109 30 51.06417(W) AD(       ) 1
 LN0313  NAD 27      -  40 26 54.34000(N)    109 30 48.57900(W) AD(       ) 1
 LN0313  NGVD 29 (??/??/92) 1606.335  (m)         5270.12   (f) ADJ UNCH    2 0
 LN0313  NGVD 29            1606.34   (m)         5270.1    (f) LEVELING    3  
 LN0313
 LN0313.Superseded values are not recommended for survey control.
 LN0313
 LN0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0313.See file dsdata.pdf to determine how the superseded data were derived.
 LN0313
 LN0313_MARKER: DS = TRIANGULATION STATION DISK
 LN0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0313_STAMPING: VERNAL 1946
 LN0313_MARK LOGO: CGS
 LN0313_PROJECTION: FLUSH
 LN0313_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LN0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0313+STABILITY: SURFACE MOTION
 LN0313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0313+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992
 LN0313
 LN0313  HISTORY     - Date     Condition        Report By
 LN0313  HISTORY     - 1946     MONUMENTED       CGS
 LN0313  HISTORY     - 1955     GOOD             CGS
 LN0313  HISTORY     - 1963     GOOD             CGS
 LN0313  HISTORY     - 1967     GOOD             CGS
 LN0313  HISTORY     - 1971     GOOD             NGS
 LN0313  HISTORY     - 1971     GOOD             NGS
 LN0313  HISTORY     - 1976     GOOD             NGS
 LN0313  HISTORY     - 1976     GOOD             NGS
 LN0313  HISTORY     - 1980     GOOD             NGS
 LN0313  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0313  HISTORY     - 19920730 GOOD             NOS
 LN0313  HISTORY     - 20000620 MARK NOT FOUND   NGS
 LN0313
 LN0313                          STATION DESCRIPTION
 LN0313
 LN0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0313'STATION IS LOCATED IN THE SOUTHEASTERN PART OF VERNAL AT THE
 LN0313'CITY AIRPORT, IN THE NORTHEAST CORNER OF THE PARKING AREA,
 LN0313'ABOUT 400 FEET NORTHEAST OF THE SKY HARBOR FLYING SERVICE
 LN0313'HANGER, ABOUT 60 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 LN0313'AND ABOUT 30 FEET SOUTH-SOUTHWEST OF A FENCE CORNER.  THE
 LN0313'MARK IS SET FLUSH WITH THE GROUND AND STAMPED--VERNAL 1946.
 LN0313'
 LN0313'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION AT
 LN0313'ABOUT THE SAME ELEVATION, 1 FOOT WEST OF A FENCE LINE, SET
 LN0313'FLUSH WITH THE GROUND AND STAMPED--VERNAL NO 1 1946.
 LN0313'
 LN0313'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AT ABOUT THE
 LN0313'SAME ELEVATION, 7 FEET SOUTH OF A FENCE, SET FLUSH WITH THE
 LN0313'GROUND AND STAMPED--VERNAL NO 2 1946.
 LN0313'
 LN0313'THE AZIMUTH MARK IS ABOUT 0.3 MILE EAST OF THE STATION, 150
 LN0313'FEET NORTHEAST OF A BRICK HOUSE, 30 FEET NORTH OF CENTER LINE
 LN0313'OF ROAD, AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS
 LN0313'2 INCHES AND IS STAMPED--VERNAL 1946.  REACHED FROM THE GATE
 LN0313'AT THE ENTRANCE TO THE AIRPORT BY GOING 0.35 MILE EAST ON THE
 LN0313'MAIN ROAD TO THE AZIMUTH ON THE LEFT.
 LN0313
 LN0313                          STATION RECOVERY (1955)
 LN0313
 LN0313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 LN0313'THE STATION, R.M. 1 AND THE AZIMUTH MARK WERE RECOVERED IN
 LN0313'GOOD CONDITION R.M. 2 WAS NOT RECOVERED.  THE SKY HARBOR
 LN0313'FLYING SERVICE HANGAR MENTIONED IN 1946 DESCRIPTION IS NOW
 LN0313'BASIN FLYING SERVICE DESCRIPTION OTHERWISE GOOD.
 LN0313
 LN0313                          STATION RECOVERY (1963)
 LN0313
 LN0313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WTJ)
 LN0313'RECOVERED IN GOOD CONDITION.
 LN0313
 LN0313                          STATION RECOVERY (1967)
 LN0313
 LN0313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RAD)
 LN0313'THIS STATION WAS RECOVERED, BUT WITH ONE EXCEPTION, THE N-S
 LN0313'FENCE WAS REMOVED.  THE NEW POINT OF REFERENCE IS THE CENTERLINE
 LN0313'OF THE ENTRANCE ROAD TO THE VERNAL AIRPORT, WHICH IS 75 FEET
 LN0313'EAST OF THE MARK.  R.M.-1 WAS ALSO FOUND AS DESCRIBED AND
 LN0313'FOUND TO BE IN GOOD CONDITION, ALONG WITH THE AZIMUTH MARK FOR
 LN0313'VERNAL 1946.
 LN0313'
 LN0313'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN VERNAL,
 LN0313'UTAH AT THE VERNAL AIRPORT.
 LN0313
 LN0313                          STATION RECOVERY (1971)
 LN0313
 LN0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JVT)
 LN0313'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 LN0313'CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LN0313'
 LN0313'THE STATION IS LOCATED IN THE SOUTHEASTERN PART OF VERNAL, ON
 LN0313'THE GROUNDS OF AND NEAR THE NORTHWEST CORNER OF THE VERNAL
 LN0313'AIRPORT, IN THE GRASS AREA NORTH OF THE NORTHEAST CORNER OF A
 LN0313'AIRCRAFT PARKING RAMP, ABOUT 400 FEET WEST OF THE ENTRANCE ROAD
 LN0313'INTO THE AIRPORT, 143.4 FEET NORTH OF THE CENTERLINE OF A
 LN0313'SERVICE ROAD, 97.0 FEET WEST OF A LONE TREE AT AN E-W FENCE
 LN0313'LINE, 62.7 FEET SOUTH OF THE CENTERLINE OF A PAVED STREET, 28.0
 LN0313'FEET SOUTH OF AN E-W FENCE LINE, AND 4.0 FEET EAST OF A METAL
 LN0313'POST AND WITNESS SIGN.  IT IS ABOUT 2 INCHES BELOW GROUND
 LN0313'SURFACE.
 LN0313'
 LN0313'REFERENCE MARK 1, A STANDARD DISK STAMPED VERNAL NO 1 1946, IS
 LN0313'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS ABOUT 2 INCHES
 LN0313'BELOW THE GROUND SURFACE.  IT IS 117.2 FEET NORTH OF THE
 LN0313'CENTERLINE OF THE SERVICE ROAD, 98.0 SOUTHWEST OF A LONE TREE
 LN0313'AT A FENCE LINE, 90.1 FEET SOUTH OF THE CENTERLINE OF A PAVED
 LN0313'STREET, AND 54.4 FEET SOUTH OF THE FENCE LINE.
 LN0313'
 LN0313'REFERENCE MARK 2, A STANDARD DISK STAMPED VERNAL NO 2 1946, IS
 LN0313'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS ABOUT 2 INCHES
 LN0313'BELOW THE GROUND SURFACE.  IT IS 166.1 FEET NORTH OF THE
 LN0313'CENTERLINE OF THE SERVICE ROAD, 115.0 FEET WEST OF THE LONE TREE
 LN0313'IN THE FENCE LINE, 41.8 FEET SOUTH OF THE CENTERLINE OF THE
 LN0313'PAVED STREET, AND 6.5 FEET SOUTH OF THE FENCE LINE.
 LN0313'
 LN0313'THE AZIMUTH MARK, A STANDARD DISK STAMPED VERNAL 1946 AND SET
 LN0313'IN THE TOP OF A CONCRETE MONUMENT, IS ABOUT 0.3 MILE EAST OF
 LN0313'THE STATION, 150 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 LN0313'BRICK HOUSE, 30 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD,
 LN0313'6.0 FEET WEST OF A WITNESS SIGN THAT IS NAILED TO A FENCE POST,
 LN0313'AND 1 FT. SOUTH OF THE FENCE LINE.  THE MARK IS ABOUT FLUSH WITH
 LN0313'THE GROUND SURFACE.
 LN0313
 LN0313                          STATION RECOVERY (1971)
 LN0313
 LN0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LN0313'IN VERNAL.
 LN0313'ON THE GROUNDS OF AND NEAR THE NORTHWEST CORNER OF THE VERNAL AIRPORT,
 LN0313'ABOUT 400 FEET WEST OF THE ENTRANCE ROAD INTO THE AIRPORT, 143.4 FEET
 LN0313'NORTH OF THE CENTERLINE OF A SERVICE ROAD, 97.0 FEET WEST OF A LONE
 LN0313'ONE TREE AT AN E-W FENCE LINE, 62.7 FEET SOUTH OF THE CENTERLINE OF A
 LN0313'PAVED STREET, 28.0 FEET SOUTH OF AN E-W FENCE LINE, AND 4.0 FT. EAST A
 LN0313'METAL POST AND WITNESS SIGN.  A STANDARD TRIANGULATION STATION DISK
 LN0313'STAMPED VERNAL 1946 AND SET IN THE TOP OF A CONCRETE MONUMENT THAT IS
 LN0313'ABOUT 2 INCHES BELOW THE GROUND SURFACE.
 LN0313
 LN0313                          STATION RECOVERY (1976)
 LN0313
 LN0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 LN0313'THE STATION, RM 1, RM 2, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 LN0313'CONDITION AS DESCRIBED BY J. V. TEATER IN 1971.
 LN0313'
 LN0313'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT VERNAL AIRPORT.
 LN0313
 LN0313                          STATION RECOVERY (1976)
 LN0313
 LN0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LN0313'RECOVERED IN GOOD CONDITION.
 LN0313
 LN0313                          STATION RECOVERY (1980)
 LN0313
 LN0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DRM)
 LN0313'THE STATION, RM 1 AND 2, AND AZIMUTH MARK RECOVERED AS DESCRIBED.
 LN0313'
 LN0313'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTHEAST
 LN0313'OF VERNAL.
 LN0313
 LN0313                          STATION RECOVERY (1984)
 LN0313
 LN0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0313'THERE HAS BEEN GRADING AT THIS LOCATION.
 LN0313
 LN0313                          STATION RECOVERY (1992)
 LN0313
 LN0313'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 LN0313'STATION IS LOCATED IN THE SOUTHEAST SECTION OF THE CITY OF VERNAL IN
 LN0313'THE GENERAL AVIATION PORTION OF THE VERNAL MUNICIPAL AIRPORT.
 LN0313'TO REACH FROM INTERSECTION OF US HWY 40 AND 500 E ST TURN SOUTH ONTO
 LN0313'500 E FOR 0.3 MI (0.48 KM) TO INTERSECTION WITH 500 S ST.  TURN LEFT
 LN0313'ONTO 500 S ST AND GO 0.3 MI (0.48 KM) TO THE SECOND ENTRANCE ROAD FOR
 LN0313'GENERAL AVIATION (DINOLAND AVIATION INC) AND CODED ACCESS GATE. PASS
 LN0313'THROUGH GATE THEN WEST AROUND FUEL ISLAND PASSING THE SOUTH SIDE OF
 LN0313'TWO HANGARS THEN RIGHT (NORTH) AT A LONG RECTANGULAR HANGAR.  GO TO
 LN0313'END OF HANGAR AND STATION NEAR NORTHEAST CORNER OF HANGAR.
 LN0313'IT IS 54.1 FT (16.49 M) WSW OF FENCE CORNER, 31.1 FT (9.48 M) EAST OF
 LN0313'CORNER OF HANGAR AND 29.3 FT (8.93 M) SOUTH OF THE EAST-WEST FENCE
 LN0313'LINE.
 LN0313'STATION IS UNDER ASPHALT SURFACE 0.24 M (0.79 FT) .
 LN0313
 LN0313                          STATION RECOVERY (2000)
 LN0313
 LN0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 LN0313'AREA IS STILL COVERED WITH ASPHALT.  THIS WAS GRAVITY BASE STATION
 LN0313''VERNAL J', DOD 0557-0, IGB 15509J (NOT U 1175).
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0315 ***********************************************************************
 LN0315  DESIGNATION -  VERNAL AZ MK
 LN0315  PID         -  LN0315
 LN0315  STATE/COUNTY-  UT/UINTAH
 LN0315  COUNTRY     -  US
 LN0315  USGS QUAD   -  VERNAL NE (2017)
 LN0315
 LN0315                         *CURRENT SURVEY CONTROL
 LN0315  ______________________________________________________________________
 LN0315* NAD 83(1986) POSITION- 40 26 55.     (N) 109 30 30.     (W)   SCALED
 LN0315* NAVD 88 ORTHO HEIGHT -  1602.394 (meters)     5257.19  (feet) ADJUSTED
 LN0315  ______________________________________________________________________
 LN0315  GEOID HEIGHT    -        -16.835 (meters)                     GEOID18
 LN0315  DYNAMIC HEIGHT  -       1600.922 (meters)     5252.36  (feet) COMP
 LN0315  MODELED GRAVITY -    979,651.2   (mgal)                       NAVD 88
 LN0315
 LN0315  VERT ORDER      -  FIRST     CLASS II
 LN0315
 LN0315.The horizontal coordinates were scaled from a map and have
 LN0315.an estimated accuracy of +/- 6 seconds.
 LN0315
 LN0315.The orthometric height was determined by differential leveling and
 LN0315.adjusted by the NATIONAL GEODETIC SURVEY
 LN0315.in June 1991.
 LN0315
 LN0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0315.GEOID18 height accuracy estimate available here.
 LN0315
 LN0315.Click photographs - Photos may exist for this station.
 LN0315
 LN0315.The dynamic height is computed by dividing the NAVD 88
 LN0315.geopotential number by the normal gravity value computed on the
 LN0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0315.degrees latitude (g = 980.6199 gals.).
 LN0315
 LN0315.The modeled gravity was interpolated from observed gravity values.
 LN0315
 LN0315;                    North         East    Units  Estimated Accuracy
 LN0315;SPC UT C     - 2,236,720.      668,940.      MT  (+/- 180 meters Scaled)
 LN0315
 LN0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK264786(NAD 83)
 LN0315
 LN0315                          SUPERSEDED SURVEY CONTROL
 LN0315
 LN0315  NGVD 29 (??/??/92) 1601.150  (m)         5253.11   (f) ADJ UNCH    1 2
 LN0315
 LN0315.Superseded values are not recommended for survey control.
 LN0315
 LN0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0315.See file dsdata.pdf to determine how the superseded data were derived.
 LN0315
 LN0315_MARKER: DZ = AZIMUTH MARK DISK
 LN0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0315_STAMPING: VERNAL 1946
 LN0315_MARK LOGO: CGS
 LN0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0315+STABILITY: SURFACE MOTION
 LN0315
 LN0315  HISTORY     - Date     Condition        Report By
 LN0315  HISTORY     - 1946     MONUMENTED       CGS
 LN0315  HISTORY     - 1971     GOOD             NGS
 LN0315  HISTORY     - 1976     GOOD             NGS
 LN0315  HISTORY     - 1984     GOOD             NGS
 LN0315
 LN0315                          STATION DESCRIPTION
 LN0315
 LN0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LN0315'IN VERNAL.
 LN0315'MARK IS 8.568 METERS SSE OF STATION VERNAL AT ABOUT THE SAME
 LN0315'ELEVATION, 1 FT. W OF FENCE LINE, SRT FLUSH WITH THE GROUND.  MARK IS
 LN0315'ABOUT 0.3 MI. E OF STATION VERNAL, 150 FT. NE OF A BRICK HOUSE, 30 FT.
 LN0315'N OF CL OF ROAD, 1 FT. S OF FENCE LINE.  MARK PROJECTS ABOUT 2 INCHES.
 LN0315
 LN0315                          STATION RECOVERY (1976)
 LN0315
 LN0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LN0315'RECOVERED IN GOOD CONDITION.
 LN0315
 LN0315                          STATION RECOVERY (1984)
 LN0315
 LN0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0315'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN VERNAL,
 LN0315'AT THE INTERSECTION OF EAST 1000 STREET AND SOUTH 500 STREET, 71.2 M
 LN0315'(233.6 FT) EAST OF THE CENTER OF EAST 1000 STREET, 45.7 M (150.0 FT)
 LN0315'NORTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE, AND 9.2 M
 LN0315'(30.2 FT) NORTH OF THE CENTERLINE OF SOUTH 500 STREET.
 LN0315'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LN0315'THE MARK IS 0.3 M BELOW THE STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0699 ***********************************************************************
 LN0699  CBN         -  This is a Cooperative Base Network Control Station.
 LN0699  DESIGNATION -  VERNAL NCMN 7290
 LN0699  PID         -  LN0699
 LN0699  STATE/COUNTY-  UT/UINTAH
 LN0699  COUNTRY     -  US
 LN0699  USGS QUAD   -  VERNAL SE (2017)
 LN0699
 LN0699                         *CURRENT SURVEY CONTROL
 LN0699  ______________________________________________________________________
 LN0699* NAD 83(2011) POSITION- 40 19 37.05857(N) 109 34 14.55685(W)   NO CHECK
 LN0699* NAD 83(2011) ELLIP HT-  1591.210 (meters)        (06/27/12)   NO CHECK
 LN0699* NAD 83(2011) EPOCH   -  2010.00
 LN0699* NAVD 88 ORTHO HEIGHT -  1608.7   (meters)     5278.    (feet) GPS OBS
 LN0699  ______________________________________________________________________
 LN0699  NAVD 88 orthometric height was determined with geoid model    GEOID99
 LN0699  GEOID HEIGHT    -        -17.402 (meters)                     GEOID99
 LN0699  GEOID HEIGHT    -        -17.557 (meters)                     GEOID18
 LN0699  NAD 83(2011) X  - -1,631,472.804 (meters)                     COMP
 LN0699  NAD 83(2011) Y  - -4,589,130.200 (meters)                     COMP
 LN0699  NAD 83(2011) Z  -  4,106,759.821 (meters)                     COMP
 LN0699  LAPLACE CORR    -          1.32  (seconds)                    DEFLEC18
 LN0699
 LN0699  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LN0699  Standards:
 LN0699         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LN0699            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LN0699  -------------------------------------------------------------------
 LN0699  NETWORK    1.15   2.20           0.52   0.40   1.12      0.07351024
 LN0699  -------------------------------------------------------------------
 LN0699  Click here for local accuracies and other accuracy information.
 LN0699
 LN0699.The horizontal coordinates were established by GPS observations
 LN0699.and adjusted by the National Geodetic Survey in June 2012.
 LN0699
 LN0699.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LN0699.been affixed to the stable North American tectonic plate. See 
 LN0699.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LN0699
 LN0699.The horizontal coordinates are valid at the epoch date displayed above
 LN0699.which is a decimal equivalence of Year/Month/Day.
 LN0699
 LN0699.No horizontal observational check was made to the station.
 LN0699
 LN0699.The orthometric height was determined by GPS observations and a
 LN0699.high-resolution geoid model.
 LN0699
 LN0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0699.GEOID18 height accuracy estimate available here.
 LN0699
 LN0699.Click photographs - Photos may exist for this station.
 LN0699
 LN0699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LN0699
 LN0699.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0699
 LN0699.The ellipsoidal height was determined by GPS observations
 LN0699.and is referenced to NAD 83.
 LN0699
 LN0699. The following values were computed from the NAD 83(2011) position.
 LN0699
 LN0699;                    North         East     Units Scale Factor Converg.
 LN0699;SPC UT C     - 2,223,101.430   663,937.765   MT  0.99993563   +1 14 09.1
 LN0699;SPC UT C     - 7,293,625.27  2,178,269.15   sFT  0.99993563   +1 14 09.1
 LN0699;UTM  12      - 4,465,027.894   621,421.929   MT  0.99978149   +0 55 30.3
 LN0699
 LN0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0699!SPC UT C     -   0.99975045  x   0.99993563  =   0.99968609
 LN0699!UTM  12      -   0.99975045  x   0.99978149  =   0.99953199
 LN0699
 LN0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK2142165027(NAD 83)
 LN0699
 LN0699                          SUPERSEDED SURVEY CONTROL
 LN0699
 LN0699  NAD 83(2007)-  40 19 37.05829(N)    109 34 14.55711(W) AD(2002.00) 0
 LN0699  ELLIP H (02/10/07) 1591.238  (m)                       GP(2002.00)    
 LN0699  ELLIP H (09/24/02) 1591.267  (m)                       GP(       ) 3 1
 LN0699  NAD 83(1992)-  40 19 37.05756(N)    109 34 14.55632(W) AD(       ) A
 LN0699  ELLIP H (04/03/92) 1591.300  (m)                       GP(       ) 1 1
 LN0699  NGVD 29 (04/03/92) 1608.1    (m)  GEOID90  model used  GPS OBS        
 LN0699
 LN0699.Superseded values are not recommended for survey control.
 LN0699
 LN0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0699.See file dsdata.pdf to determine how the superseded data were derived.
 LN0699
 LN0699_MARKER: DD = SURVEY DISK
 LN0699_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LN0699_SP_SET: CONCRETE PAD
 LN0699_STAMPING: VERNAL MCMN 7290 1985
 LN0699_MARK LOGO: NASA
 LN0699_MAGNETIC: N = NO MAGNETIC MATERIAL
 LN0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0699+STABILITY: SURFACE MOTION
 LN0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0699+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2010
 LN0699
 LN0699  HISTORY     - Date     Condition        Report By
 LN0699  HISTORY     - 1985     MONUMENTED       NASA
 LN0699  HISTORY     - 19980617 GOOD             NGS
 LN0699  HISTORY     - 20100802 GOOD             NGS
 LN0699
 LN0699                          STATION DESCRIPTION
 LN0699
 LN0699'DESCRIBED BY NAT AERO SPACE ADMIN 1985
 LN0699'PRIMARY SCIENTIFIC PURPOSES - MEASUREMENTS SUPPORTING THE
 LN0699'DETERMINATION OF REGIONAL DEFORMATION AND INTERCOMPARISON OF
 LN0699'MEASUREMENT TECHNIQUES.
 LN0699'SITE DESCRIPTION - THE STATION IS LOCATED ON THE ABANDONED SITE OF THE
 LN0699'UINTA SEISMOLOGICAL OBSERVATORY IN NORTHEAST UTAH.  THE SITE WAS
 LN0699'DESTROYED WHEN THE TEMPORARY OBSERVATORY WAS RETURNED TO THE BUREAU
 LN0699'OF LAND MANAGEMENT, THUS MAKING SEVERAL YEARS OF DATA USELESS.  THE
 LN0699'PROJECT HAS RECONSTRUCTED THE SITE.  THE SITE IS NOW EQUIPPED WITH A
 LN0699'UNIVERSAL PAD COMPATIBLE FOR OCCUPATION BY TLRS OR MV SYSTEMS.
 LN0699'THE MARK IS A NASA BRASS DISK.
 LN0699'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE
 LN0699'HIGHWAY 121 (WEST ONE OF TWO LIGHTS IN VERNAL), GO WEST ON U.S.
 LN0699'HIGHWAY 40 FOR 3.7 MILES TO A SCENIC OVERLOOK ON THE LEFT.  CONTINUE
 LN0699'WEST ON THE HIGHWAY FOR 2.0 MILES TO A NARROW PAVED ROAD ON THE LEFT.
 LN0699'TURN LEFT AND GO SOUTH FOR 5.1 MILES TO THE END OF THE PAVED ROAD AT
 LN0699'SEISMOLOGICAL OBSERVATORY AND THE STATION.
 LN0699'SITE TOPO - VERNAL SOUTHEAST, UT., USGS
 LN0699'GEOLOGICAL PROVINCE - UINTA BASIN
 LN0699'LOCAL GEOLOGY - DUCHESNE RIVER FORMATION.  TERTIARY SEDIMENTS-SHARLES,
 LN0699'CONGOLMERATES, AND SANDSTONES.  BEDROCK-MORRISON SANDSTONE (JURASSIC).
 LN0699
 LN0699                          STATION RECOVERY (1998)
 LN0699
 LN0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DW)
 LN0699'THE STATION IS LOCATED AT NASA CRUSTAL MOTION PAD (LASER RANGING
 LN0699'STATION) AT FORMER SITE OF UINTA BASIN SEISMIC OBSERVATORY.  IT IS IN
 LN0699'MCCOY FLATS AREA, 9.5 MI SSW OF UINTAH COUNTY COURTHOUSE IN VERNAL,
 LN0699'UT.  TO ACCESS FROM INTERSECTION OF US 40 AND US 191 (OLD UT 44 =
 LN0699'VERNAL AVENUE), GO W, THEN SW, ON US 40/191 (MAIN STREET) FOR 6.3 MI
 LN0699'(TO MILEPOST 139.5).  TURN S (LEFT) ONTO ONLY PAVED ROAD AND GO 5.0
 LN0699'MI, BEAR LEFT AND GO 0.03 MI TO END OF PAVEMENT AND STATION.  IT IS ON
 LN0699'1.2 M X 1.2 M, ISOLATED, CONCRETE PAD SET WITHIN 7 M X 7 M PAD, 0.5 M
 LN0699'S OF N SIDE AND 0.6 M E OF W SIDE OF PAD, 2.3 M S OF N SIDE AND 3.8 M
 LN0699'E OF W SIDE OF LARGE PAD, 2.46 M NW OF RM 7290-A, 2.8 M NE OF RM
 LN0699'7290-D, 56.6 M E OF CENTER OF EXTENSION OF DIRT ROAD, 1124 M S OF
 LN0699'AZIMUTH MARK, 84.3 M SSW OF RM 1, 99.8 M WNW OF RM 2, 77.4 M ENE OF RM
 LN0699'3 AND 25.5 M NE OF USGS BM '35 EAM 1964 5272.'  W EDGE, MIDDLE, SEC 4
 LN0699'(IRREG), T6S, R21E.  NN 312.
 LN0699
 LN0699                          STATION RECOVERY (2010)
 LN0699
 LN0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (DW)
 LN0699'MAIN STATION IN GOOD CONDITION.  ACCESS ROAD IS MCCOY FLATS ROAD.
 LN0699'RM'S C, D, AND 1 ARE OK.  RM'S A, B AND 35 EAM ARE GONE.
 LN0699'THIS IS GRAVITY BASE STATION 'VERNAL NCMN', DOD 6644-0, NN 312.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0703 ***********************************************************************
 LN0703  FBN         -  This is a Federal Base Network Control Station.
 LN0703  DESIGNATION -  VERNAL NCMN AZ MK 2
 LN0703  PID         -  LN0703
 LN0703  STATE/COUNTY-  UT/UINTAH
 LN0703  COUNTRY     -  US
 LN0703  USGS QUAD   -  VERNAL SE (2017)
 LN0703
 LN0703                         *CURRENT SURVEY CONTROL
 LN0703  ______________________________________________________________________
 LN0703* NAD 83(2011) POSITION- 40 20 13.42799(N) 109 34 12.93729(W)   ADJUSTED
 LN0703* NAD 83(2011) ELLIP HT-  1610.370 (meters)        (06/27/12)   ADJUSTED
 LN0703* NAD 83(2011) EPOCH   -  2010.00
 LN0703* NAVD 88 ORTHO HEIGHT -  1627.9   (meters)     5341.    (feet) GPS OBS
 LN0703  ______________________________________________________________________
 LN0703  NAVD 88 orthometric height was determined with geoid model    GEOID09
 LN0703  GEOID HEIGHT    -        -17.528 (meters)                     GEOID09
 LN0703  GEOID HEIGHT    -        -17.506 (meters)                     GEOID18
 LN0703  NAD 83(2011) X  - -1,631,198.402 (meters)                     COMP
 LN0703  NAD 83(2011) Y  - -4,588,472.493 (meters)                     COMP
 LN0703  NAD 83(2011) Z  -  4,107,627.597 (meters)                     COMP
 LN0703  LAPLACE CORR    -          1.65  (seconds)                    DEFLEC18
 LN0703
 LN0703  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LN0703  Standards:
 LN0703         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LN0703            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LN0703  -------------------------------------------------------------------
 LN0703  NETWORK    0.38   0.80           0.16   0.15   0.41     -0.07017892
 LN0703  -------------------------------------------------------------------
 LN0703  Click here for local accuracies and other accuracy information.
 LN0703
 LN0703.The horizontal coordinates were established by GPS observations
 LN0703.and adjusted by the National Geodetic Survey in June 2012.
 LN0703
 LN0703.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LN0703.been affixed to the stable North American tectonic plate. See 
 LN0703.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LN0703
 LN0703.The horizontal coordinates are valid at the epoch date displayed above
 LN0703.which is a decimal equivalence of Year/Month/Day.
 LN0703
 LN0703.The orthometric height was determined by GPS observations and a
 LN0703.high-resolution geoid model.
 LN0703
 LN0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0703.GEOID18 height accuracy estimate available here.
 LN0703
 LN0703.Click photographs - Photos may exist for this station.
 LN0703
 LN0703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LN0703
 LN0703.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0703
 LN0703.The ellipsoidal height was determined by GPS observations
 LN0703.and is referenced to NAD 83.
 LN0703
 LN0703. The following values were computed from the NAD 83(2011) position.
 LN0703
 LN0703;                    North         East     Units Scale Factor Converg.
 LN0703;SPC UT C     - 2,224,223.727   663,951.787   MT  0.99993716   +1 14 10.1
 LN0703;SPC UT C     - 7,297,307.34  2,178,315.15   sFT  0.99993716   +1 14 10.1
 LN0703;UTM  12      - 4,466,149.925   621,442.034   MT  0.99978154   +0 55 32.0
 LN0703
 LN0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0703!SPC UT C     -   0.99974744  x   0.99993716  =   0.99968462
 LN0703!UTM  12      -   0.99974744  x   0.99978154  =   0.99952904
 LN0703
 LN0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK2144266149(NAD 83)
 LN0703
 LN0703                          SUPERSEDED SURVEY CONTROL
 LN0703
 LN0703  NAD 83(2007)-  40 20 13.42755(N)    109 34 12.93795(W) AD(2002.00) 0
 LN0703  ELLIP H (02/10/07) 1610.383  (m)                       GP(2002.00)    
 LN0703  ELLIP H (06/28/00) 1610.389  (m)                       GP(       ) 4 1
 LN0703  NAD 83(1986)-  40 20 13.41171(N)    109 34 12.92169(W) AD(       ) 3
 LN0703  NAD 83(1992)-  40 20 13.42697(N)    109 34 12.93703(W) AD(       ) A
 LN0703  ELLIP H (05/26/92) 1610.401  (m)                       GP(       ) 1 1
 LN0703  NAVD 88 (06/28/00) 1627.8    (m)  GEOID99  model used  GPS OBS        
 LN0703  NAVD 88 (04/21/95) 1627.8    (m)  UNKNOWN  model used  GPS OBS        
 LN0703  NAVD 88 (11/28/94) 1627.9    (m)  UNKNOWN  model used  GPS OBS        
 LN0703  NAVD 88 (05/26/92) 1627.9    (m)  UNKNOWN  model used  GPS OBS        
 LN0703  NGVD 29 (06/11/92) 1626.7    (m)  GEOID90  model used  GPS OBS        
 LN0703
 LN0703.Superseded values are not recommended for survey control.
 LN0703
 LN0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0703.See file dsdata.pdf to determine how the superseded data were derived.
 LN0703
 LN0703_MARKER: I = METAL ROD
 LN0703_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LN0703_STAMPING: VERNAL NCMN AZIMUTH MARK NO 2 1981
 LN0703_MARK LOGO: NGS
 LN0703_PROJECTION: PROJECTING 2 CENTIMETERS
 LN0703_MAGNETIC: N = NO MAGNETIC MATERIAL
 LN0703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0703+STABILITY: POSITION/ELEVATION WELL
 LN0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0703+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1999
 LN0703_ROD/PIPE-DEPTH: 8.23 meters
 LN0703_SLEEVE-DEPTH  : 7.32 meters
 LN0703
 LN0703  HISTORY     - Date     Condition        Report By
 LN0703  HISTORY     - 1981     MONUMENTED       NGS
 LN0703  HISTORY     - 19910528 GOOD             NGS
 LN0703  HISTORY     - 19931013 GOOD             NGS
 LN0703  HISTORY     - 19990212 GOOD             NGS
 LN0703
 LN0703                          STATION DESCRIPTION
 LN0703
 LN0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LN0703'THE STATION IS LOCATED ABOUT 11.26 KM (7.00 MI) SOUTHWEST OF VERNAL,
 LN0703'8.0 KM (5.0 MI) SOUTH OF U.S. HIGHWAY 40, IN THE MCCOY FLATS AREA OF
 LN0703'UINTAH COUNTY.  OWNERSHIP---US DEPARTMENT OF INTERIOR, BUREAU OF LAND
 LN0703'MANAGEMENT, 170 SOUTH 500 EAST, VERNAL UT 84078.  PHONE IS
 LN0703'801-789-1362.
 LN0703'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 191 IN
 LN0703'VERNAL, GO WEST ON HIGHWAY 40 FOR 10.0 KM (6.2 MI) TO A SINGLE LANE
 LN0703'PAVED ROAD ON THE LEFT (0.8 KM PAST MILEAGE MARKER 140).  TURN LEFT,
 LN0703'SOUTH, ONTO THE PAVED ROAD AND PROCEED 7.2 KM (4.5 MI) TO THE STATION
 LN0703'MARK ON THE LEFT.
 LN0703'THE STATION IS LOCATED 0.78 M (2.56 FT) SOUTHEAST OF A METAL WITNESS
 LN0703'POST, 10.8 M (35.4 FT) EAST OF THE CENTERLINE OF THE PAVED ROAD, 1.0
 LN0703'M (3.3 FT) SOUTH OF VERNAL NCMN AZ MK AND 1.5 M (4.9 FT)
 LN0703'SOUTH-SOUTHWEST OF A FIBERGLASS WITNESS POST.  NOTE--STATION
 LN0703'DESIGNATION STAMPING IS ON ACCESS COVER.
 LN0703'DESCRIBED BY D.A.BOWLING.
 LN0703
 LN0703                          STATION RECOVERY (1993)
 LN0703
 LN0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 LN0703'STATION IS LOCATED ABOUT 13 KM (8.05 MI) SOUTH-SOUTHWEST OF VERNAL,
 LN0703'ALONG A PAVED ROAD, 5 KM (3.10 MI) SOUTHEAST OF US HIGHWAY 40, IN LOW
 LN0703'BRUSH, IN A NARROW VALLEY, IN WEST CENTRAL SECTION 33, T 1 S, R 21 E.
 LN0703'OWNERSHIP--US BUREAU OF LAND MANAGEMENT. TO REACH FROM THE JUNCTION OF
 LN0703'US HIGHWAYS 40, 191 AND STATE HIGHWAY 121 IN VERNAL, GO SOUTHWEST ON
 LN0703'HIGHWAYS 40 AND 191 FOR 6.06 KM (3.75 MI) TO THE ENTRANCE TO AN
 LN0703'OVERLOOK ON THE LEFT.  CONTINUE AHEAD FOR 3.14 KM (1.95 MI) TO A
 LN0703'NARROW PAVED ROAD LEFT AT MILE 139.5. TURN LEFT, SOUTH, ON ROAD FOR
 LN0703'6.19 KM (3.85 MI) TO A CORRAL ON THE LEFT.  CONTINUE AHEAD FOR 2.00 KM
 LN0703'(1.25 MI) TO THE STATION ON THE LEFT, ABOUT 90 M (295.3 FT) BEFORE
 LN0703'REACHING A TRACK ROAD RIGHT. STATION MARK IS A PUNCH HOLE TOP CENTER
 LN0703'ON A STEEL ROD ENCASED IN A PVC PIPE WITH LOGO CAP PROJECTING 1 CM
 LN0703'ABOVE GROUND,.  IT IS 11.1 M (36.4 FT) EAST OF, AND SLIGHTLY LOWER
 LN0703'THAN THE ROAD CENTER, 1.3 M (4.3 FT) SOUTH-SOUTHWEST OF A FIBERGLASS
 LN0703'WITNESS POST, 0.8 M (2.6 FT) EAST-SOUTHEAST OF A METAL WITNESS POST,
 LN0703'AND 1.0 M (3.3 FT) SOUTH OF AZIMUTH MARK 1. DESCRIBED BY G.R.HEID
 LN0703
 LN0703                          STATION RECOVERY (1999)
 LN0703
 LN0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 LN0703'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0314 ***********************************************************************
 LN0314  DESIGNATION -  VERNAL RM 1
 LN0314  PID         -  LN0314
 LN0314  STATE/COUNTY-  UT/UINTAH
 LN0314  COUNTRY     -  US
 LN0314  USGS QUAD   -  VERNAL NE (2017)
 LN0314
 LN0314                         *CURRENT SURVEY CONTROL
 LN0314  ______________________________________________________________________
 LN0314* NAD 83(1986) POSITION- 40 26 53.96   (N) 109 30 50.94   (W)   HD_HELD1
 LN0314* NAVD 88 ORTHO HEIGHT -  1607.581 (meters)     5274.21  (feet) ADJUSTED
 LN0314  ______________________________________________________________________
 LN0314  GEOID HEIGHT    -        -16.834 (meters)                     GEOID18
 LN0314  DYNAMIC HEIGHT  -       1606.102 (meters)     5269.35  (feet) COMP
 LN0314  MODELED GRAVITY -    979,649.7   (mgal)                       NAVD 88
 LN0314
 LN0314  VERT ORDER      -  SECOND    CLASS 0
 LN0314
 LN0314.This mark is at Vernal Airport (VEL)
 LN0314
 LN0314.The horizontal coordinates were determined by differentially corrected
 LN0314.hand held GPS observations or other comparable positioning techniques
 LN0314.and have an estimated accuracy of +/- 3 meters.
 LN0314
 LN0314.The orthometric height was determined by differential leveling and
 LN0314.adjusted by the NATIONAL GEODETIC SURVEY
 LN0314.in June 1991.
 LN0314
 LN0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0314.GEOID18 height accuracy estimate available here.
 LN0314
 LN0314.Click photographs - Photos may exist for this station.
 LN0314
 LN0314.The dynamic height is computed by dividing the NAVD 88
 LN0314.geopotential number by the normal gravity value computed on the
 LN0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0314.degrees latitude (g = 980.6199 gals.).
 LN0314
 LN0314.The modeled gravity was interpolated from observed gravity values.
 LN0314
 LN0314;                    North         East    Units  Estimated Accuracy
 LN0314;SPC UT C     - 2,236,678.8     668,443.9     MT  (+/- 3 meters HH1 GPS) 
 LN0314
 LN0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK2600078578(NAD 83)
 LN0314
 LN0314                          SUPERSEDED SURVEY CONTROL
 LN0314
 LN0314  NGVD 29 (??/??/92) 1606.331  (m)         5270.10   (f) ADJ UNCH    2 0
 LN0314
 LN0314.Superseded values are not recommended for survey control.
 LN0314
 LN0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0314.See file dsdata.pdf to determine how the superseded data were derived.
 LN0314
 LN0314_MARKER: DR = REFERENCE MARK DISK
 LN0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0314_STAMPING: VERNAL NO 1 1946
 LN0314_MARK LOGO: CGS
 LN0314_PROJECTION: RECESSED 5 CENTIMETERS
 LN0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0314+STABILITY: SURFACE MOTION
 LN0314
 LN0314  HISTORY     - Date     Condition        Report By
 LN0314  HISTORY     - 1946     MONUMENTED       CGS
 LN0314  HISTORY     - 1971     GOOD             NGS
 LN0314  HISTORY     - 1976     GOOD             NGS
 LN0314  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0314
 LN0314                          STATION DESCRIPTION
 LN0314
 LN0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LN0314'IN VERNAL.
 LN0314'ON THE GROUNDS OF AND NEAR THE NORTHWEST CORNER OF THE VERNAL AIRPORT,
 LN0314'117.2 FEET NORTH OF THE CENTERLINE OF THE SERVICE ROAD, 98.0 FEET
 LN0314'SOUTHWEST OF A LONE TREE AT A FENCE LINE, 90.1 FEET SOUTH OF THE
 LN0314'CENTERLINE OF A PAVED STREET, AND 54.4 FEET SOUTH OF A FENCE LINE.  A
 LN0314'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE MONUMENT
 LN0314'THAT IS ABOUT 2 INCHES BELOW GROUND SURFACE AND STAMPED VERNAL NO 1
 LN0314'1946.
 LN0314
 LN0314                          STATION RECOVERY (1976)
 LN0314
 LN0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LN0314'RECOVERED IN GOOD CONDITION.
 LN0314
 LN0314                          STATION RECOVERY (1984)
 LN0314
 LN0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0314'THE HAS BEEN GRADING AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0514 ***********************************************************************
 JM0514  DESIGNATION -  VERTICAL TIE
 JM0514  PID         -  JM0514
 JM0514  STATE/COUNTY-  UT/SAN JUAN
 JM0514  COUNTRY     -  US
 JM0514  USGS QUAD   -  KANE SPRINGS (2017)
 JM0514
 JM0514                         *CURRENT SURVEY CONTROL
 JM0514  ______________________________________________________________________
 JM0514* NAD 83(1994) POSITION- 38 29 42.98572(N) 109 29 33.33127(W)   ADJUSTED
 JM0514* NAVD 88 ORTHO HEIGHT -  1991.4   (meters)     6533.    (feet) VERTCON3
 JM0514  ______________________________________________________________________
 JM0514  GEOID HEIGHT    -        -19.928 (meters)                     GEOID18
 JM0514  LAPLACE CORR    -          4.60  (seconds)                    DEFLEC18
 JM0514  HORZ ORDER      -  THIRD
 JM0514
 JM0514.The horizontal coordinates were established by classical geodetic methods
 JM0514.and adjusted by the National Geodetic Survey in November 1997.
 JM0514
 JM0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0514
 JM0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0514.GEOID18 height accuracy estimate available here.
 JM0514
 JM0514.Click photographs - Photos may exist for this station.
 JM0514
 JM0514.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0514
 JM0514. The following values were computed from the NAD 83(1994) position.
 JM0514
 JM0514;                    North         East     Units Scale Factor Converg.
 JM0514;SPC UT S     - 3,204,834.043   675,114.694   MT  1.00002827   +1 13 47.7
 JM0514;SPC UT S     -10,514,526.36  2,214,938.79   sFT  1.00002827   +1 13 47.7
 JM0514;UTM  12      - 4,261,845.505   631,454.809   MT  0.99981281   +0 56 18.3
 JM0514
 JM0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0514!SPC UT S     -   0.99969077  x   1.00002827  =   0.99971903
 JM0514!UTM  12      -   0.99969077  x   0.99981281  =   0.99950364
 JM0514
 JM0514:                Primary Azimuth Mark                     Grid Az
 JM0514:SPC UT S     -  ROCKS 2                                  142 18 48.9
 JM0514:UTM  12      -  ROCKS 2                                  142 36 18.3
 JM0514
 JM0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH3145461845(NAD 83)
 JM0514
 JM0514|---------------------------------------------------------------------|
 JM0514| PID    Reference Object                     Distance      Geod. Az  |
 JM0514|                                                           dddmmss.s |
 JM0514| JM0513 ROCKS 2                             APPROX. 5.0 KM 1433236.6 |
 JM0514|---------------------------------------------------------------------|
 JM0514
 JM0514                          SUPERSEDED SURVEY CONTROL
 JM0514
 JM0514  NAD 83(1986)-  38 29 42.97399(N)    109 29 33.33158(W) AD(       ) 3
 JM0514  NAD 27      -  38 29 43.03069(N)    109 29 30.91568(W) AD(       ) 3
 JM0514  NGVD 29 (07/19/86) 1990.3    (m)         6530.     (f) VERT ANG       
 JM0514
 JM0514.Superseded values are not recommended for survey control.
 JM0514
 JM0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0514.See file dsdata.pdf to determine how the superseded data were derived.
 JM0514
 JM0514_MARKER: DD = SURVEY DISK
 JM0514_SETTING: 66 = SET IN ROCK OUTCROP
 JM0514_STAMPING: VERTICAL TIE 1951
 JM0514_MARK LOGO: USGS
 JM0514_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0514+STABILITY: POSITION/ELEVATION WELL
 JM0514
 JM0514  HISTORY     - Date     Condition        Report By
 JM0514  HISTORY     - 1951     MONUMENTED       USGS
 JM0514
 JM0514                          STATION DESCRIPTION
 JM0514
 JM0514'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JM0514'LOCATED ABOUT 10 MI. W. OF MT. PEALE, 6 MI. SE. OF INTERSECTION OF
 JM0514'SPRING CANYON AND COLORADO RIVER, 4 MI. S. OF MOAB, ON A PROMINENT
 JM0514'RIDGE.
 JM0514'
 JM0514'STATION REACHED BY HELICOPTER.
 JM0514'
 JM0514'STATION MARK--STANDARD TABLET STAMPED ---VERTICAL TIE 1951---
 JM0514'CEMENTED IN OUTCROP.
 JM0514'
 JM0514'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0556 ***********************************************************************
 JO0556  DESIGNATION -  VICKS
 JO0556  PID         -  JO0556
 JO0556  STATE/COUNTY-  UT/BEAVER
 JO0556  COUNTRY     -  US
 JO0556  USGS QUAD   -  MILFORD FLAT (2017)
 JO0556
 JO0556                         *CURRENT SURVEY CONTROL
 JO0556  ______________________________________________________________________
 JO0556* NAD 83(1994) POSITION- 38 21 24.77383(N) 113 05 55.11180(W)   ADJUSTED
 JO0556* NAVD 88 ORTHO HEIGHT -  1773.2   (meters)     5818.    (feet) VERTCON3
 JO0556  ______________________________________________________________________
 JO0556  GEOID HEIGHT    -        -20.992 (meters)                     GEOID18
 JO0556  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 JO0556  HORZ ORDER      -  THIRD
 JO0556
 JO0556.The horizontal coordinates were established by classical geodetic methods
 JO0556.and adjusted by the National Geodetic Survey in November 1997.
 JO0556
 JO0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0556
 JO0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0556.GEOID18 height accuracy estimate available here.
 JO0556
 JO0556.Click photographs - Photos may exist for this station.
 JO0556
 JO0556.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0556
 JO0556. The following values were computed from the NAD 83(1994) position.
 JO0556
 JO0556;                    North         East     Units Scale Factor Converg.
 JO0556;SPC UT S     - 3,188,786.385   360,277.154   MT  1.00000119   -0 58 46.1
 JO0556;SPC UT S     -10,461,876.66  1,182,009.30   sFT  1.00000119   -0 58 46.1
 JO0556;UTM  12      - 4,247,497.479   316,631.815   MT  1.00001410   -1 18 09.7
 JO0556
 JO0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0556!SPC UT S     -   0.99972515  x   1.00000119  =   0.99972633
 JO0556!UTM  12      -   0.99972515  x   1.00001410  =   0.99973924
 JO0556
 JO0556:                Primary Azimuth Mark                     Grid Az
 JO0556:SPC UT S     -  HICKORY                                  336 54 21.2
 JO0556:UTM  12      -  HICKORY                                  337 13 44.8
 JO0556
 JO0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH1663147497(NAD 83)
 JO0556
 JO0556|---------------------------------------------------------------------|
 JO0556| PID    Reference Object                     Distance      Geod. Az  |
 JO0556|                                                           dddmmss.s |
 JO0556| JO0554 HICKORY                             APPROX. 4.5 KM 3355535.1 |
 JO0556|---------------------------------------------------------------------|
 JO0556
 JO0556                          SUPERSEDED SURVEY CONTROL
 JO0556
 JO0556  NAD 83(1986)-  38 21 24.76955(N)    113 05 55.10871(W) AD(       ) 3
 JO0556  NAD 27      -  38 21 24.88526(N)    113 05 52.25476(W) AD(       ) 3
 JO0556  NGVD 29 (07/19/86) 1772.1    (m)         5814.     (f) VERT ANG       
 JO0556
 JO0556.Superseded values are not recommended for survey control.
 JO0556
 JO0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0556.See file dsdata.pdf to determine how the superseded data were derived.
 JO0556
 JO0556_MARKER: DD = SURVEY DISK
 JO0556_SETTING: 66 = SET IN ROCK OUTCROP
 JO0556_STAMPING: VICKS 1951
 JO0556_MARK LOGO: USGS
 JO0556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0556+STABILITY: POSITION/ELEVATION WELL
 JO0556
 JO0556  HISTORY     - Date     Condition        Report By
 JO0556  HISTORY     - 1951     MONUMENTED       USGS
 JO0556
 JO0556                          STATION DESCRIPTION
 JO0556
 JO0556'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JO0556'LOCATED ABOUT 5.2 MI. SW. OF MILFORD, ON BARE TOPPED RIDGE.
 JO0556'
 JO0556'TO REACH FROM INTERSECTION OF MAIN STREET OF MILFORD AND STATE HIGHWAY
 JO0556'21 AT SE. EDGE OF MILFORD, JUST SW. OF UNION PACIFIC RAILROAD DEPOT,
 JO0556'DRIVE S. FOR 0.05 MI., GO W. 0.1 MI., GO S. 0.35 MI., GO RIGHT (W.)
 JO0556'0.2 MI. TO RD. FORKS, GO LEFT 1.45 MI. TO RD. FORKS, TAKE LEFT FORK
 JO0556'1.0 MI. TO RD. FORKS, TAKE RIGHT FORK FOR 0.4 MI. TO ANOTHER RD. FORK,
 JO0556'TAKE RIGHT FORK FOR 1.05 MI. TO RD. FORKS, TAKE LEFT FORK FOR 1.45 MI.
 JO0556'TO RD. FORKS, TAKE LEFT FORK (TRACK RD.) 0.1 MI. TO DIM RD. FORKS,
 JO0556'THENCE LEFT FORK 0.35 MI. TO RD. FORKS, TAKE RIGHT FORK FOR 0.1 MI.
 JO0556'TO RD. FORKS, TAKE RIGHT FORK FOR 0.2 MI. TO SADDLE AND END OF TRUCK
 JO0556'TRAVEL.  PACK W. ALONG RIDGE FROM SADDLE 0.1 MI. TO TOP AND STATION.
 JO0556'ABOUT 5 FT. SE. OF LARGE CAIRN.
 JO0556'
 JO0556'STATION MARK--STANDARD TABLET, STAMPED ---VICKS 1951---, CEMENTED IN
 JO0556'DRILL HOLE IN SOLID ROCK.
 JO0556'
 JO0556'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---VICKS
 JO0556'1951 NO 1---, CEMENTED IN DRILL HOLE IN SOLID ROCK.
 JO0556'
 JO0556'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---VICKS
 JO0556'1951 NO 2---, CEMENTED IN DRILL HOLE IN SOLID ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0523 ***********************************************************************
 JO0523  DESIGNATION -  VIEW
 JO0523  PID         -  JO0523
 JO0523  STATE/COUNTY-  UT/BEAVER
 JO0523  COUNTRY     -  US
 JO0523  USGS QUAD   -  CAVE CANYON (2017)
 JO0523
 JO0523                         *CURRENT SURVEY CONTROL
 JO0523  ______________________________________________________________________
 JO0523* NAD 83(1994) POSITION- 38 22 00.29884(N) 112 53 29.21110(W)   ADJUSTED
 JO0523* NAVD 88 ORTHO HEIGHT -  1885.5   (meters)     6186.    (feet) VERTCON3
 JO0523  ______________________________________________________________________
 JO0523  GEOID HEIGHT    -        -20.549 (meters)                     GEOID18
 JO0523  LAPLACE CORR    -         10.08  (seconds)                    DEFLEC18
 JO0523  HORZ ORDER      -  THIRD
 JO0523
 JO0523.The horizontal coordinates were established by classical geodetic methods
 JO0523.and adjusted by the National Geodetic Survey in November 1997.
 JO0523
 JO0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0523
 JO0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0523.GEOID18 height accuracy estimate available here.
 JO0523
 JO0523.Click photographs - Photos may exist for this station.
 JO0523
 JO0523.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0523
 JO0523. The following values were computed from the NAD 83(1994) position.
 JO0523
 JO0523;                    North         East     Units Scale Factor Converg.
 JO0523;SPC UT S     - 3,189,592.141   378,401.025   MT  1.00000293   -0 51 09.1
 JO0523;SPC UT S     -10,464,520.22  1,241,470.70   sFT  1.00000293   -0 51 09.1
 JO0523;UTM  12      - 4,248,201.193   334,759.435   MT  0.99993627   -1 10 27.4
 JO0523
 JO0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0523!SPC UT S     -   0.99970746  x   1.00000293  =   0.99971039
 JO0523!UTM  12      -   0.99970746  x   0.99993627  =   0.99964375
 JO0523
 JO0523:                Primary Azimuth Mark                     Grid Az
 JO0523:SPC UT S     -  Z 32                                     273 42 46.2
 JO0523:UTM  12      -  Z 32                                     274 02 04.5
 JO0523
 JO0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH3475948201(NAD 83)
 JO0523
 JO0523|---------------------------------------------------------------------|
 JO0523| PID    Reference Object                     Distance      Geod. Az  |
 JO0523|                                                           dddmmss.s |
 JO0523| JO0171 Z 32                                APPROX. 9.3 KM 2725137.1 |
 JO0523|---------------------------------------------------------------------|
 JO0523
 JO0523                          SUPERSEDED SURVEY CONTROL
 JO0523
 JO0523  NAD 83(1986)-  38 22 00.29494(N)    112 53 29.20808(W) AD(       ) 3
 JO0523  NAD 27      -  38 22 00.40913(N)    112 53 26.37682(W) AD(       ) 3
 JO0523  NGVD 29 (07/19/86) 1884.3    (m)         6182.     (f) VERT ANG       
 JO0523
 JO0523.Superseded values are not recommended for survey control.
 JO0523
 JO0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0523.See file dsdata.pdf to determine how the superseded data were derived.
 JO0523
 JO0523_MARKER: DB = BENCH MARK DISK
 JO0523_SETTING: 66 = SET IN ROCK OUTCROP
 JO0523_STAMPING: VIEW 1951
 JO0523_MARK LOGO: USGS
 JO0523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0523+STABILITY: POSITION/ELEVATION WELL
 JO0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0523+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2020
 JO0523
 JO0523  HISTORY     - Date     Condition        Report By
 JO0523  HISTORY     - 1951     MONUMENTED       USGS
 JO0523  HISTORY     - 20200325 GOOD             INDIV
 JO0523
 JO0523                          STATION DESCRIPTION
 JO0523
 JO0523'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JO0523'LOCATED ABOUT 7.0 MI. ESE. OF MILFORD, ON THE HIGHEST POINT OF A LOW
 JO0523'HILL COVERED WITH SCATTERED CEDARS.
 JO0523'
 JO0523'TO REACH FROM INTERSECTION OF STATE HIGHWAY 21 AND RAILROAD CROSSING
 JO0523'IN MILFORD, DRIVE SE. ON STATE HIGHWAY 21 FOR 0.7 MI. TO A GRADED DIRT
 JO0523'RD. FORK, TURN LEFT (ESE.) ON GRADED DIRT RD. FOR 5.3 MI. TO RD.
 JO0523'FORKS, THENCE LEFT (NE.) ON WELL TRAVELED RD. FOR 0.9 MI. TO DIM RD.
 JO0523'FORKS, TURN RIGHT ON DIM RD. FOR 0.2 MI. AND END TRUCK TRAVEL.  PACK
 JO0523'NE. 0.1 MI. TO HIGHEST POINT AND STATION.  ABOUT 10 MINUTE PACK.
 JO0523'
 JO0523'STATION MARK--STANDARD TABLET, STAMPED ---VIEW 1951---, CEMENTED IN
 JO0523'DRILL HOLE IN BEDROCK.
 JO0523'
 JO0523'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---VIEW
 JO0523'1951 NO 1---, CEMENTED IN DRILL HOLE IN BEDROCK.
 JO0523'
 JO0523'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---VIEW
 JO0523'1951 NO 2---, CEMENTED IN DRILL HOLE IN BEDROCK.
 JO0523
 JO0523                          STATION RECOVERY (2020)
 JO0523
 JO0523'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (TWG)
 JO0523'TO REACH DIRECTIONS ARE ADEQUATE.  FOR FUTURE RECOVERY REFERENCE MARK
 JO0523'1 IS LOCATED 6.4 FT (2.0 M) NORTH-NORTHEAST OF THE STATION AND
 JO0523'REFERENCE MARK 2 IS LOCATED 9 FT (2.7 M) EAST-SOUTHEAST OF THE
 JO0523'STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0579 ***********************************************************************
 JO0579  DESIGNATION -  VIEW
 JO0579  PID         -  JO0579
 JO0579  STATE/COUNTY-  UT/IRON
 JO0579  COUNTRY     -  US
 JO0579  USGS QUAD   -  MOUNTAIN SPRING PEAK (2017)
 JO0579
 JO0579                         *CURRENT SURVEY CONTROL
 JO0579  ______________________________________________________________________
 JO0579* NAD 83(1994) POSITION- 38 00 12.65316(N) 113 30 07.62217(W)   ADJUSTED
 JO0579* NAVD 88 ORTHO HEIGHT -  1729.3   (meters)     5674.    (feet) VERTCON3
 JO0579  ______________________________________________________________________
 JO0579  GEOID HEIGHT    -        -22.284 (meters)                     GEOID18
 JO0579  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 JO0579  HORZ ORDER      -  THIRD
 JO0579
 JO0579.The horizontal coordinates were established by classical geodetic methods
 JO0579.and adjusted by the National Geodetic Survey in November 1997.
 JO0579
 JO0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0579
 JO0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0579.GEOID18 height accuracy estimate available here.
 JO0579
 JO0579.Click photographs - Photos may exist for this station.
 JO0579
 JO0579.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0579
 JO0579. The following values were computed from the NAD 83(1994) position.
 JO0579
 JO0579;                    North         East     Units Scale Factor Converg.
 JO0579;SPC UT S     - 3,150,251.507   324,178.217   MT  0.99995861   -1 13 36.0
 JO0579;SPC UT S     -10,335,450.15  1,063,574.70   sFT  0.99995861   -1 13 36.0
 JO0579;UTM  12      - 4,209,159.525   280,314.225   MT  1.00019444   -1 32 28.3
 JO0579
 JO0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0579!SPC UT S     -   0.99973222  x   0.99995861  =   0.99969084
 JO0579!UTM  12      -   0.99973222  x   1.00019444  =   0.99992661
 JO0579
 JO0579:                Primary Azimuth Mark                     Grid Az
 JO0579:SPC UT S     -  LOS ANGELES SALT LK AWY BN 41            159 45 36.6
 JO0579:UTM  12      -  LOS ANGELES SALT LK AWY BN 41            160 04 28.9
 JO0579
 JO0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH8031409159(NAD 83)
 JO0579
 JO0579|---------------------------------------------------------------------|
 JO0579| PID    Reference Object                     Distance      Geod. Az  |
 JO0579|                                                           dddmmss.s |
 JO0579| HO0616 LOS ANGELES SALT LK AWY BN 41       APPROX.15.0 KM 1583200.6 |
 JO0579|---------------------------------------------------------------------|
 JO0579
 JO0579                          SUPERSEDED SURVEY CONTROL
 JO0579
 JO0579  NAD 83(1986)-  38 00 12.64747(N)    113 30 07.61456(W) AD(       ) 3
 JO0579  NAD 27      -  38 00 12.76358(N)    113 30 04.72000(W) AD(       ) 3
 JO0579  NGVD 29 (07/19/86) 1728.2    (m)         5670.     (f) VERT ANG       
 JO0579
 JO0579.Superseded values are not recommended for survey control.
 JO0579
 JO0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0579.See file dsdata.pdf to determine how the superseded data were derived.
 JO0579
 JO0579_MARKER: DB = BENCH MARK DISK
 JO0579_SETTING: 66 = SET IN ROCK OUTCROP
 JO0579_STAMPING: VIEW 1949
 JO0579_MARK LOGO: USGS
 JO0579_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0579+STABILITY: POSITION/ELEVATION WELL
 JO0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0579+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2018
 JO0579
 JO0579  HISTORY     - Date     Condition        Report By
 JO0579  HISTORY     - 1949     MONUMENTED       USGS
 JO0579  HISTORY     - 20181005 GOOD             INDIV
 JO0579
 JO0579                          STATION DESCRIPTION
 JO0579
 JO0579'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 JO0579'LOCATED ABOUT 3.0 MI. NW. OF LUND, 0.4 MI. NE. OF STATE HIGHWAY 19,
 JO0579'ON A SHARP, ROCKY RIDGE, ON HIGHEST POINT AND CENTER OF A NE.
 JO0579'PROMONTORY OF SW-NE. RIDGE, ABOUT 15 FT. NW. OF A SHEER SE. FACE OF
 JO0579'BUTTE.
 JO0579'
 JO0579'TO REACH FROM LUND RAILROAD STATION, DRIVE SW. FOR 0.1 MI., CROSS
 JO0579'TRACKS AND GO NW. ON STATE HIGHWAY 19 FOR 3.8 MI. TO A DRAW AT FOOT
 JO0579'OF RIDGE AND END TRUCK TRAVEL.  PACK NE. 0.4 MI. UP BARE ROCKY SLOPE
 JO0579'TO STATION.
 JO0579'
 JO0579'STATION MARK--STANDARD USGS TABLET, STAMPED ---VIEW 1949---, CEMENTED
 JO0579'IN ROCK.
 JO0579'
 JO0579'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET, STAMPED
 JO0579'---NO 1---, CEMENTED IN ROCK.
 JO0579'
 JO0579'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET, STAMPED
 JO0579'---NO 2---, CEMENTED IN ROCK.
 JO0579
 JO0579                          STATION RECOVERY (2018)
 JO0579
 JO0579'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (TWG)
 JO0579'REFERENCE MARK 1 IS LOCATED 50.3 FT (15.3 M) NORTHWEST OF THE STATION
 JO0579'MARK.  REFERENCE MARK 2 IS LOCATED 25 PACES WEST-SOUTHWEST OF THE
 JO0579'STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0798 ***********************************************************************
 LO0798  DESIGNATION -  VIEW
 LO0798  PID         -  LO0798
 LO0798  STATE/COUNTY-  UT/UTAH
 LO0798  COUNTRY     -  US
 LO0798  USGS QUAD   -  LEHI (2017)
 LO0798
 LO0798                         *CURRENT SURVEY CONTROL
 LO0798  ______________________________________________________________________
 LO0798* NAD 83(1994) POSITION- 40 27 46.66874(N) 111 51 11.13844(W)   ADJUSTED
 LO0798* NAVD 88 ORTHO HEIGHT -  2037.1   (meters)     6683.    (feet) VERTCON3
 LO0798  ______________________________________________________________________
 LO0798  GEOID HEIGHT    -        -17.019 (meters)                     GEOID18
 LO0798  LAPLACE CORR    -          7.50  (seconds)                    DEFLEC18
 LO0798  HORZ ORDER      -  FIRST
 LO0798
 LO0798.The horizontal coordinates were established by classical geodetic methods
 LO0798.and adjusted by the National Geodetic Survey in November 1997.
 LO0798
 LO0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0798
 LO0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0798.GEOID18 height accuracy estimate available here.
 LO0798
 LO0798.Click photographs - Photos may exist for this station.
 LO0798
 LO0798.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0798
 LO0798. The following values were computed from the NAD 83(1994) position.
 LO0798
 LO0798;                    North         East     Units Scale Factor Converg.
 LO0798;SPC UT C     - 2,236,493.667   470,053.867   MT  0.99995883   -0 13 34.3
 LO0798;SPC UT C     - 7,337,562.97  1,542,168.40   sFT  0.99995883   -0 13 34.3
 LO0798;UTM  12      - 4,479,493.143   427,673.889   MT  0.99966439   -0 33 13.1
 LO0798
 LO0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0798!SPC UT C     -   0.99968322  x   0.99995883  =   0.99964206
 LO0798!UTM  12      -   0.99968322  x   0.99966439  =   0.99934771
 LO0798
 LO0798:                Primary Azimuth Mark                     Grid Az
 LO0798:SPC UT C     -  VIEW AZ MK                               022 36 30.4
 LO0798:UTM  12      -  VIEW AZ MK                               022 56 09.2
 LO0798
 LO0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2767379493(NAD 83)
 LO0798
 LO0798|---------------------------------------------------------------------|
 LO0798| PID    Reference Object                     Distance      Geod. Az  |
 LO0798|                                                           dddmmss.s |
 LO0798| CM6706 VIEW AZ MK                                         0222256.1 |
 LO0798| LO0806 LAKE MTN UTAH PWR LT CO MAST        APPROX.21.3 KM 1993559.5 |
 LO0798| CM6707 VIEW RM 1                             8.013 METERS 21429     |
 LO0798| CM6703 VIEW RM 2                             9.390 METERS 30222     |
 LO0798|---------------------------------------------------------------------|
 LO0798
 LO0798                          SUPERSEDED SURVEY CONTROL
 LO0798
 LO0798  NAD 83(1993)-  40 27 46.66840(N)    111 51 11.13724(W) AD(       ) 1
 LO0798  NAD 83(1986)-  40 27 46.65721(N)    111 51 11.13207(W) AD(       ) 1
 LO0798  NAD 27      -  40 27 46.83726(N)    111 51 08.37475(W) AD(       ) 1
 LO0798  NGVD 29 (07/19/86) 2036.0    (m)         6680.     (f) VERT ANG       
 LO0798
 LO0798.Superseded values are not recommended for survey control.
 LO0798
 LO0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0798.See file dsdata.pdf to determine how the superseded data were derived.
 LO0798
 LO0798_MARKER: DD = SURVEY DISK
 LO0798_SETTING: 66 = SET IN ROCK OUTCROP
 LO0798_STAMPING: VIEW 1950
 LO0798_MARK LOGO: USGS
 LO0798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0798+STABILITY: POSITION/ELEVATION WELL
 LO0798
 LO0798  HISTORY     - Date     Condition        Report By
 LO0798  HISTORY     - 1962     MONUMENTED       USGS
 LO0798
 LO0798                          STATION DESCRIPTION
 LO0798
 LO0798'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (JCC)
 LO0798'THE STATION IS ON A HIGH, BARE TOPPED HILL, LOCALLY KNOWN AS
 LO0798'POINT OF HILLS.  IT IS ABOUT 5-1/2 MILES NORTH OF LEHI, 4-1/2
 LO0798'MILES SOUTH OF DRAPER AND 3-1/2 MILES EAST OF U.S. HIGHWAY
 LO0798'91.
 LO0798'
 LO0798'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 91 AND
 LO0798'STATE HIGHWAY 111, SOUTH OF SANDY, GO EAST ON STATE HIGHWAY 111
 LO0798'FOR 1.3 MILES TO 900 EAST STREET.  TURN RIGHT, SOUTH, ON
 LO0798'900 EAST STREET FOR 0.15 MILE TO 12400 SOUTH STREET.  TURN
 LO0798'LEFT, EAST, ON 12400 SOUTH STREET FOR 0.45 MILE TO A FORK.
 LO0798'TAKE THE LEFT FORK, CROSSING OVER A RAILROAD TRACKS FOR 0.2
 LO0798'MILE TO 1300 EAST STREET.  TURN RIGHT ON 1300 EAST STREET FOR
 LO0798'0.9 MILE TO 13200 SOUTH STREET.  TURN LEFT ON 13200 SOUTH
 LO0798'STREET FOR 0.45 MILE TO A RAILROAD TRACKS.  CROSS RAILROAD
 LO0798'TRACKS AND CONTINUE FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN
 LO0798'RIGHT ON DIRT ROAD FOR 0.7 MILE TO A FORK AT A SMALL CANAL.
 LO0798'CROSS CANAL AND TAKE THE RIGHT FORK FOR 0.65 MILE TO A
 LO0798'FORK.  TAKE THE LEFT FORK FOR 1.65 MILES TO THE
 LO0798'UTAH-PALISADES FIELD OFFICE AND A FORK.  TAKE THE RIGHT FORK
 LO0798'PASSING TO THE RIGHT OF THE OFFICE FOR 1.05 MILES TO A
 LO0798'FORK.  TAKE THE RIGHT FORK FOR 0.65 MILE TO THE AZIMUTH
 LO0798'MARK ON THE RIGHT.  CONTINUE ON ROAD FOR 0.3 MILE TO
 LO0798'WHERE THE ROAD CROSSES UNDER A TELEPHONE LINE.  CROSS UNDER
 LO0798'LINE AND CONTINUE FOR 1.0 MILE TO A FORK AND A CORRAL ON
 LO0798'THE RIGHT.  TAKE THE LEFT FORK, SOUTH AND SOUTHEASTERLY,
 LO0798'UP HILL FOR 0.35 MILE TO THE HIGHEST POINT AND THE
 LO0798'STATION.
 LO0798'
 LO0798'STATION MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK, STAMPED
 LO0798'VIEW 1950, CEMENTED IN A DRILL HOLE IN A 1 X 1 FOOT OUTCROP
 LO0798'OF ROCK FLUSH WITH THE SURROUNDING SURFACE.  IT IS 6 FEET
 LO0798'WEST-SOUTHWEST OF A WITNESS POST.
 LO0798'
 LO0798'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY BRONZE DISK,
 LO0798'STAMPED NO 1, BRAZED TO THE TOP OF A 1-1/2 INCH IRON PIPE
 LO0798'PROJECTING 1 INCH.  IT IS 32 FEET SOUTHWEST OF THE WITNESS
 LO0798'POST AND ABOUT 2 FEET LOWER THAN THE STATION.
 LO0798'
 LO0798'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY BRONZE DISK, STAMPED
 LO0798'NO 2, BRAZED TO THE TOP OF A 1-1/2 INCH IRON PIPE PROJECTING 1
 LO0798'INCH.  IT IS 35 FEET WEST-NORTHWEST OF THE WITNESS POST AND
 LO0798'ABOUT 2 FEET LOWER THAN THE STATION.
 LO0798'
 LO0798'AZIMUTH MARK IS A STANDARD DISK, STAMPED VIEW USGS 1962, SET
 LO0798'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.
 LO0798'IT IS 35 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD AND 2 FEET
 LO0798'SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0799 ***********************************************************************
 LO0799  DESIGNATION -  VIEW 2
 LO0799  PID         -  LO0799
 LO0799  STATE/COUNTY-  UT/UTAH
 LO0799  COUNTRY     -  US
 LO0799  USGS QUAD   -  LEHI (2017)
 LO0799
 LO0799                         *CURRENT SURVEY CONTROL
 LO0799  ______________________________________________________________________
 LO0799* NAD 83(1994) POSITION- 40 27 46.90268(N) 111 51 11.17040(W)   ADJUSTED
 LO0799* NAVD 88 ORTHO HEIGHT -  2037.5   (meters)     6685.    (feet) VERTCON3
 LO0799  ______________________________________________________________________
 LO0799  GEOID HEIGHT    -        -17.019 (meters)                     GEOID18
 LO0799  LAPLACE CORR    -          7.52  (seconds)                    DEFLEC18
 LO0799  HORZ ORDER      -  FIRST
 LO0799
 LO0799.The horizontal coordinates were established by classical geodetic methods
 LO0799.and adjusted by the National Geodetic Survey in November 1997.
 LO0799
 LO0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0799
 LO0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0799.GEOID18 height accuracy estimate available here.
 LO0799
 LO0799.Click photographs - Photos may exist for this station.
 LO0799
 LO0799.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0799
 LO0799. The following values were computed from the NAD 83(1994) position.
 LO0799
 LO0799;                    North         East     Units Scale Factor Converg.
 LO0799;SPC UT C     - 2,236,500.885   470,053.143   MT  0.99995884   -0 13 34.3
 LO0799;SPC UT C     - 7,337,586.65  1,542,166.02   sFT  0.99995884   -0 13 34.3
 LO0799;UTM  12      - 4,479,500.364   427,673.206   MT  0.99966439   -0 33 13.1
 LO0799
 LO0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0799!SPC UT C     -   0.99968315  x   0.99995884  =   0.99964201
 LO0799!UTM  12      -   0.99968315  x   0.99966439  =   0.99934765
 LO0799
 LO0799:                Primary Azimuth Mark                     Grid Az
 LO0799:SPC UT C     -  VIEW AZ MK                               022 43 44.8
 LO0799:UTM  12      -  VIEW AZ MK                               023 03 23.6
 LO0799
 LO0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2767379500(NAD 83)
 LO0799
 LO0799|---------------------------------------------------------------------|
 LO0799| PID    Reference Object                     Distance      Geod. Az  |
 LO0799|                                                           dddmmss.s |
 LO0799| CM6706 VIEW AZ MK                                         0223010.5 |
 LO0799| CM6705 VIEW 2 RM 4                           7.167 METERS 17408     |
 LO0799| CM6703 VIEW RM 2                             7.492 METERS 25309     |
 LO0799| CM6704 VIEW 2 RM 3                                        2994722.2 |
 LO0799|---------------------------------------------------------------------|
 LO0799
 LO0799                          SUPERSEDED SURVEY CONTROL
 LO0799
 LO0799  NAD 83(1993)-  40 27 46.90229(N)    111 51 11.16922(W) AD(       ) 1
 LO0799  NAD 83(1986)-  40 27 46.89107(N)    111 51 11.16412(W) AD(       ) 1
 LO0799  NAD 27      -  40 27 47.07117(N)    111 51 08.40643(W) AD(       ) 1
 LO0799  NGVD 29 (07/19/86) 2036.4    (m)         6681.     (f) VERT ANG       
 LO0799
 LO0799.Superseded values are not recommended for survey control.
 LO0799
 LO0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0799.See file dsdata.pdf to determine how the superseded data were derived.
 LO0799
 LO0799_MARKER: DD = SURVEY DISK
 LO0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0799_STAMPING: VIEW USGS 2 1973
 LO0799_MARK LOGO: USGS
 LO0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0799+STABILITY: SURFACE MOTION
 LO0799
 LO0799  HISTORY     - Date     Condition        Report By
 LO0799  HISTORY     - 1973     MONUMENTED       USGS
 LO0799
 LO0799                          STATION DESCRIPTION
 LO0799
 LO0799'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (JRS)
 LO0799'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF RIVERTON, 5.5
 LO0799'MILES NORTH OF LEHI, 4.5 MILES SOUTH OF DRAPER, 3 MILES EAST OF
 LO0799'INTERSTATE HIGHWAY 15, ON TOP OF A MOUNTAIN LOCALLY KNOWN AS POINT
 LO0799'OF HILLS, AND ON PROPERTY OWNED BY MR. KENNETH J. BECK, 3 NORTH
 LO0799'AND SHIPMEN AVENUE, AMERICAN FORKS, UTAH.  PHONE NUMBER 756-4232.
 LO0799'
 LO0799'TO REACH FROM INTERSTATE HIGHWAY 15 AND STATE HIGHWAY 80 ABOUT 3
 LO0799'MILES NORTHWEST OF LEHI GO EAST ON STATE HIGHWAY 80 FOR 1.7 MILES
 LO0799'TO A CROSSROAD.  TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 0.7
 LO0799'MILE TO A LOCKED GATE.  PASS THROUGH GATE, TURN SHARP RIGHT AND GO
 LO0799'EASTERLY ON GRAVELED ROAD FOR 0.4 MILE TO A FORK.  KEEP RIGHT
 LO0799'FORK ON GRAVELED ROAD AND CONTINUE EASTERLY FOR 0.3 MILE TO A
 LO0799'FORK.  KEEP LEFT FORK NORTHERLY ON TRACK ROAD FOR 0.6 MILE
 LO0799'TO FORK.  KEEP LEFT FORK NORTHERLY FOR 0.1 MILE TO A T-ROAD
 LO0799'AT THE BOTTOM OF A CANYON.  TURN RIGHT AND GO NORTHEASTERLY ON
 LO0799'GRAVELED ROAD FOR 1.35 MILES TO A T-ROAD AND SMALL SADDLE.
 LO0799'TURN RIGHT AND GO EASTERLY ON TRACK ROAD FOR 0.35 MILE TO A
 LO0799'DIM T-ROAD.  TURN RIGHT AND GO SOUTHERLY ON TRACK ROAD FOR 0.2
 LO0799'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHERLY ON
 LO0799'TRACK ROAD FOR 0.2 MILE TO TOP OF HILL AND STATION.
 LO0799'
 LO0799'THE STATION MARK IS A STANDARD DISK STAMPED VIEW USGS 2 1973,
 LO0799'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 LO0799'WITH THE GROUND.  IT IS 6 FEET NORTHEAST OF A METAL WITNESS POST
 LO0799'WITH SIGN ATTACHED.
 LO0799'
 LO0799'THE MARK IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK STAMPED
 LO0799'NO 2, BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT IS FLUSH WITH
 LO0799'THE GROUND.  IT IS 20 FEET WEST OF THE METAL WITNESS POST WITH
 LO0799'SIGN ATTACHED.
 LO0799'
 LO0799'THE MARK IS A UTAH COUNTY LAND SURVEY DISK STAMPED TEMP. VIEW,
 LO0799'SET IN THE TOP OF A 5-INCH SQUARE CONCRETE MONUMENT THAT IS
 LO0799'FLUSH WITH THE GROUND.  IT IS 20 FEET SOUTHWEST OF THE METAL
 LO0799'WITNESS POST WITH SIGN ATTACHED.
 LO0799'
 LO0799'REFERENCE MARK 3, USED AS AN AZIMUTH MARK IS A STANDARD DISK
 LO0799'STAMPED VIEW USGS 2 NO 3 1973, SET IN THE TOP OF A 12-INCH ROUND
 LO0799'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 20 FEET
 LO0799'SOUTHWEST OF THE TRACK ROAD.
 LO0799'
 LO0799'THE AZIMUTH MARK IS A STANDARD DISK STAMPED VIEW USGS 1962
 LO0799'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 LO0799'PROJECTING 8 INCHES ABOVE GROUND.  IT IS 35 FEET NORTH OF THE
 LO0799'CENTER OF A DIRT TRACK ROAD AND 2 FEET SOUTHWEST OF A METAL
 LO0799'WITNESS POST. (THIS MARK CAN BE REACHED BY FOLLOWING THE 1962
 LO0799'TO REACH TO THE STATION.)
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0743 ***********************************************************************
 MS0743  DESIGNATION -  VILLE
 MS0743  PID         -  MS0743
 MS0743  STATE/COUNTY-  UT/BOX ELDER
 MS0743  COUNTRY     -  US
 MS0743  USGS QUAD   -  SNOWVILLE (2017)
 MS0743
 MS0743                         *CURRENT SURVEY CONTROL
 MS0743  ______________________________________________________________________
 MS0743* NAD 83(1994) POSITION- 41 57 24.05256(N) 112 40 57.10187(W)   ADJUSTED
 MS0743* NAVD 88 ORTHO HEIGHT -  1454.6   (meters)     4772.    (feet) VERTCON3
 MS0743  ______________________________________________________________________
 MS0743  GEOID HEIGHT    -        -14.932 (meters)                     GEOID18
 MS0743  LAPLACE CORR    -          2.03  (seconds)                    DEFLEC18
 MS0743  HORZ ORDER      -  SECOND
 MS0743
 MS0743.The horizontal coordinates were established by classical geodetic methods
 MS0743.and adjusted by the National Geodetic Survey in November 1997.
 MS0743
 MS0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0743
 MS0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0743.GEOID18 height accuracy estimate available here.
 MS0743
 MS0743.Click photographs - Photos may exist for this station.
 MS0743
 MS0743.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0743
 MS0743. The following values were computed from the NAD 83(1994) position.
 MS0743
 MS0743;                    North         East     Units Scale Factor Converg.
 MS0743;SPC UT N     - 1,180,949.319   401,960.026   MT  1.00003274   -0 46 46.9
 MS0743;SPC UT N     - 3,874,497.89  1,318,763.85   sFT  1.00003274   -0 46 46.9
 MS0743;UTM  12      - 4,646,335.628   360,560.378   MT  0.99983925   -1 07 30.2
 MS0743
 MS0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0743!SPC UT N     -   0.99977424  x   1.00003274  =   0.99980697
 MS0743!UTM  12      -   0.99977424  x   0.99983925  =   0.99961353
 MS0743
 MS0743:                Primary Azimuth Mark                     Grid Az
 MS0743:SPC UT N     -  HIGHWAY 30S STA 1847+40                  298 03 05.6
 MS0743:UTM  12      -  HIGHWAY 30S STA 1847+40                  298 23 48.9
 MS0743
 MS0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM6056046335(NAD 83)
 MS0743
 MS0743|---------------------------------------------------------------------|
 MS0743| PID    Reference Object                     Distance      Geod. Az  |
 MS0743|                                                           dddmmss.s |
 MS0743| MS0744 HIGHWAY 30S STA 1805+00               9.185 METERS 13349     |
 MS0743| CM6708 VILLE RM 2                           10.790 METERS 28556     |
 MS0743| CM4060 HIGHWAY 30S STA 1847+40                            2971618.7 |
 MS0743|---------------------------------------------------------------------|
 MS0743
 MS0743                          SUPERSEDED SURVEY CONTROL
 MS0743
 MS0743  NAD 83(1993)-  41 57 24.04712(N)    112 40 57.08367(W) AD(       ) 2
 MS0743  NAD 83(1986)-  41 57 24.04703(N)    112 40 57.08368(W) AD(       ) 2
 MS0743  NAD 27      -  41 57 24.33650(N)    112 40 54.16300(W) AD(       ) 2
 MS0743  NGVD 29 (07/19/86) 1453.6    (m)         4769.     (f) VERT ANG       
 MS0743
 MS0743.Superseded values are not recommended for survey control.
 MS0743
 MS0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0743.See file dsdata.pdf to determine how the superseded data were derived.
 MS0743
 MS0743_MARKER: DS = TRIANGULATION STATION DISK
 MS0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0743_STAMPING: VILLE 1960
 MS0743_MARK LOGO: CGS
 MS0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0743+STABILITY: SURFACE MOTION
 MS0743
 MS0743  HISTORY     - Date     Condition        Report By
 MS0743  HISTORY     - 1960     MONUMENTED       CGS
 MS0743
 MS0743                          STATION DESCRIPTION
 MS0743
 MS0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 MS0743'THE STATION IS 1-1/2 MILES EAST-SOUTHEAST OF SNOWVILLE, WITHIN
 MS0743'THE SOUTHWEST RIGHT-OF-WAY FENCE OF U.S. HIGHWAY 30S.
 MS0743'
 MS0743'TO REACH THE STATION FROM THE JUNCTION OF THE HOLBROOK ROAD
 MS0743'AND U.S. HIGHWAY 30S, IN SNOWVILLE, DRIVE EASTERLY ON THE
 MS0743'HIGHWAY FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 MS0743'SOUTHEAST ON THE HIGHWAY FOR 0.8 MILE TO THE STATION ON THE
 MS0743'RIGHT.
 MS0743'
 MS0743'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS, STAMPED
 MS0743'VILLE 1960.  THE SURFACE MARK IS SET IN THE TOP OF A CONCRETE
 MS0743'POST, 12 INCHES SQUARE, PROJECTING 2 INCHES ABOVE THE GROUND.  IT
 MS0743'IS 60 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 30S, 8 FEET NORTH
 MS0743'OF THE SOUTHWEST RIGHT-OF-WAY FENCE AND 5 FEET SOUTHEAST OF A
 MS0743'METAL WITNESS POST WITH SIGN.
 MS0743'
 MS0743'A UTAH HIGHWAY DEPARTMENT RIGHT-OF-WAY MARK, STAMPED 1805-00 1960,
 MS0743'WAS USED FOR REFERENCE MARK 1.  THE MARK, SET IN THE SOUTHWEST
 MS0743'RIGHT-OF-WAY FENCE, IS A BRONZE DISK RIVETED TO THE TOP OF AN
 MS0743'IRON PIPE, 2 INCHES IN DIAMETER, PROJECTING 6 INCHES ABOVE THE
 MS0743'GROUND.  IT IS 68 FEET SOUTH OF THE CENTER OF THE HIGHWAY.
 MS0743'
 MS0743'REFERENCE MARK 2, STAMPED VILLE NO 2 1960, IS A STANDARD
 MS0743'DISK SET IN THE TOP OF A CYLINDRICAL CONCRETE POST, 12 INCHES
 MS0743'IN DIAMETER, PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS 67
 MS0743'FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 1.5 FEET NORTH OF THE
 MS0743'SOUTHWEST RIGHT-OF-WAY FENCE.
 MS0743'
 MS0743'A UTAH HIGHWAY DEPARTMENT RIGHT-OF-WAY MARK, STAMPED 1847-40 1959,
 MS0743'WAS USED FOR THE AZIMUTH MARK.  IT IS A BRONZE CAP RIVETED TO THE
 MS0743'TOP OF AN IRON PIPE, 2 INCHES IN DIAMETER, PROJECTING 6 INCHES
 MS0743'ABOVE THE GROUND.  THE MARK IS SITUATED AT THE NORTH RIGHT-OF-WAY
 MS0743'FENCE, 50.5 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 2 FEET
 MS0743'WEST OF A STEEL FENCE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0527 ***********************************************************************
 HO0527  DESIGNATION -  VOR TOWER
 HO0527  PID         -  HO0527
 HO0527  STATE/COUNTY-  UT/GARFIELD
 HO0527  COUNTRY     -  US
 HO0527  USGS QUAD   -  WILSON PEAK (2017)
 HO0527
 HO0527                         *CURRENT SURVEY CONTROL
 HO0527  ______________________________________________________________________
 HO0527* NAD 83(1994) POSITION- 37 41 21.07563(N) 112 18 14.02796(W)   ADJUSTED
 HO0527* NAVD 88 ORTHO HEIGHT -  2755.1   (meters)     9039.    (feet) VERTCON3
 HO0527  ______________________________________________________________________
 HO0527  GEOID HEIGHT    -        -20.149 (meters)                     GEOID18
 HO0527  LAPLACE CORR    -          5.59  (seconds)                    DEFLEC18
 HO0527  HORZ ORDER      -  THIRD
 HO0527
 HO0527.The horizontal coordinates were established by classical geodetic methods
 HO0527.and adjusted by the National Geodetic Survey in November 1997.
 HO0527
 HO0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0527
 HO0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0527.GEOID18 height accuracy estimate available here.
 HO0527
 HO0527.Click photographs - Photos may exist for this station.
 HO0527
 HO0527.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0527
 HO0527. The following values were computed from the NAD 83(1994) position.
 HO0527
 HO0527;                    North         East     Units Scale Factor Converg.
 HO0527;SPC UT S     - 3,113,787.407   429,099.045   MT  0.99995266   -0 29 33.1
 HO0527;SPC UT S     -10,215,817.52  1,407,802.45   sFT  0.99995266   -0 29 33.1
 HO0527;UTM  12      - 4,172,130.493   385,037.354   MT  0.99976279   -0 47 50.1
 HO0527
 HO0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0527!SPC UT S     -   0.99957102  x   0.99995266  =   0.99952370
 HO0527!UTM  12      -   0.99957102  x   0.99976279  =   0.99933391
 HO0527
 HO0527:                Primary Azimuth Mark                     Grid Az
 HO0527:SPC UT S     -  BLACK                                    196 50 26.0
 HO0527:UTM  12      -  BLACK                                    197 08 43.0
 HO0527
 HO0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG8503772130(NAD 83)
 HO0527
 HO0527|---------------------------------------------------------------------|
 HO0527| PID    Reference Object                     Distance      Geod. Az  |
 HO0527|                                                           dddmmss.s |
 HO0527| HO0529 BLACK                               APPROX.14.6 KM 1962052.9 |
 HO0527|---------------------------------------------------------------------|
 HO0527
 HO0527                          SUPERSEDED SURVEY CONTROL
 HO0527
 HO0527  NAD 83(1986)-  37 41 21.07273(N)    112 18 14.02946(W) AD(       ) 3
 HO0527  NAD 27      -  37 41 21.14308(N)    112 18 11.30542(W) AD(       ) 3
 HO0527  NGVD 29 (07/19/86) 2753.6    (m)         9034.     (f) VERT ANG       
 HO0527
 HO0527.Superseded values are not recommended for survey control.
 HO0527
 HO0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0527.See file dsdata.pdf to determine how the superseded data were derived.
 HO0527
 HO0527_MARKER: 55 = TOWER
 HO0527
 HO0527  HISTORY     - Date     Condition        Report By
 HO0527  HISTORY     - 1964     FIRST OBSERVED   USGS
 HO0527
 HO0527                          STATION DESCRIPTION
 HO0527
 HO0527'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 HO0527'LOCATED ABOUT 12.9 MI. WNW. OF TROPIC, ABOUT 11.8 MI. SE. OF
 HO0527'PANGUITCH, ON TOP OF A LARGE FLAT-TOPPED HILL.
 HO0527'
 HO0527'STATION MARK--CENTER OF WHITE V.O.R. TOWER.
 HO0527'
 HO0527'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0339 ***********************************************************************
 LO0339  DESIGNATION -  VS 34
 LO0339  PID         -  LO0339
 LO0339  STATE/COUNTY-  UT/SUMMIT
 LO0339  COUNTRY     -  US
 LO0339  USGS QUAD   -  UPTON (2017)
 LO0339
 LO0339                         *CURRENT SURVEY CONTROL
 LO0339  ______________________________________________________________________
 LO0339* NAD 83(1986) POSITION- 40 57 49.     (N) 111 14 13.     (W)   SCALED
 LO0339* NAVD 88 ORTHO HEIGHT -  1885.655 (meters)     6186.52  (feet) ADJUSTED
 LO0339  ______________________________________________________________________
 LO0339  GEOID HEIGHT    -        -15.413 (meters)                     GEOID18
 LO0339  DYNAMIC HEIGHT  -       1883.929 (meters)     6180.86  (feet) COMP
 LO0339  MODELED GRAVITY -    979,642.8   (mgal)                       NAVD 88
 LO0339
 LO0339  VERT ORDER      -  SECOND    CLASS 0
 LO0339
 LO0339.The horizontal coordinates were scaled from a map and have
 LO0339.an estimated accuracy of +/- 6 seconds.
 LO0339
 LO0339.The orthometric height was determined by differential leveling and
 LO0339.adjusted by the NATIONAL GEODETIC SURVEY
 LO0339.in June 1991.
 LO0339
 LO0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0339.GEOID18 height accuracy estimate available here.
 LO0339
 LO0339.Click photographs - Photos may exist for this station.
 LO0339
 LO0339.The dynamic height is computed by dividing the NAVD 88
 LO0339.geopotential number by the normal gravity value computed on the
 LO0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0339.degrees latitude (g = 980.6199 gals.).
 LO0339
 LO0339.The modeled gravity was interpolated from observed gravity values.
 LO0339
 LO0339;                    North         East    Units  Estimated Accuracy
 LO0339;SPC UT N     - 1,070,030.      522,140.      MT  (+/- 180 meters Scaled)
 LO0339
 LO0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL800347(NAD 83)
 LO0339
 LO0339                          SUPERSEDED SURVEY CONTROL
 LO0339
 LO0339  NGVD 29 (??/??/92) 1884.335  (m)         6182.19   (f) ADJ UNCH    2 0
 LO0339
 LO0339.Superseded values are not recommended for survey control.
 LO0339
 LO0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0339.See file dsdata.pdf to determine how the superseded data were derived.
 LO0339
 LO0339_MARKER: DD = SURVEY DISK
 LO0339_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LO0339_SP_SET: STEP
 LO0339_STAMPING: VS 34 9181 1936
 LO0339_MARK LOGO: USGS
 LO0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0339
 LO0339  HISTORY     - Date     Condition        Report By
 LO0339  HISTORY     - 1936     MONUMENTED       USGS
 LO0339  HISTORY     - 1962     GOOD             CGS
 LO0339  HISTORY     - 20120424 MARK NOT FOUND   GEOCAC
 LO0339
 LO0339                          STATION DESCRIPTION
 LO0339
 LO0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0339'10.35 MI E FROM COALVILLE.
 LO0339'10.35 MILES EAST ALONG STATE HIGHWAY 133 FROM THE COURT HOUSE AT
 LO0339'COALVILLE, AT UPTON CHURCH, IN THE TOP OF THE EAST END OF THE THIRD
 LO0339'CONCRETE STEP FROM THE BOTTOM AT THE SOUTH (MAIN) ENTRANCE TO THE
 LO0339'CHURCH, 80 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 9
 LO0339'FEET HIGHER THAN THE HIGHWAY.
 LO0339
 LO0339                          STATION RECOVERY (2012)
 LO0339
 LO0339'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 LO0339'THE OLD CONCRETE STEPS AT THE SOUTH ENTRANCE TO THE LDS CHURCH HAVE
 LO0339'BEEN REPLACED WITH NEW CONCRETE STEPS. NO SIGN OF THIS MARK REMAINS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0185 ***********************************************************************
 KN0185  DESIGNATION -  VV 42
 KN0185  PID         -  KN0185
 KN0185  STATE/COUNTY-  UT/SANPETE
 KN0185  COUNTRY     -  US
 KN0185  USGS QUAD   -  MOUNT PLEASANT (2017)
 KN0185
 KN0185                         *CURRENT SURVEY CONTROL
 KN0185  ______________________________________________________________________
 KN0185* NAD 83(1986) POSITION- 39 32 47.     (N) 111 27 21.     (W)   SCALED
 KN0185* NAVD 88 ORTHO HEIGHT -  1806.734 (meters)     5927.59  (feet) ADJUSTED
 KN0185  ______________________________________________________________________
 KN0185  GEOID HEIGHT    -        -16.985 (meters)                     GEOID18
 KN0185  DYNAMIC HEIGHT  -       1804.896 (meters)     5921.56  (feet) COMP
 KN0185  MODELED GRAVITY -    979,546.0   (mgal)                       NAVD 88
 KN0185
 KN0185  VERT ORDER      -  SECOND    CLASS 0
 KN0185
 KN0185.The horizontal coordinates were scaled from a map and have
 KN0185.an estimated accuracy of +/- 6 seconds.
 KN0185
 KN0185.The orthometric height was determined by differential leveling and
 KN0185.adjusted by the NATIONAL GEODETIC SURVEY
 KN0185.in June 1991.
 KN0185
 KN0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0185.GEOID18 height accuracy estimate available here.
 KN0185
 KN0185.Click photographs - Photos may exist for this station.
 KN0185
 KN0185.The dynamic height is computed by dividing the NAVD 88
 KN0185.geopotential number by the normal gravity value computed on the
 KN0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0185.degrees latitude (g = 980.6199 gals.).
 KN0185
 KN0185.The modeled gravity was interpolated from observed gravity values.
 KN0185
 KN0185;                    North         East    Units  Estimated Accuracy
 KN0185;SPC UT C     - 2,134,670.      503,800.      MT  (+/- 180 meters Scaled)
 KN0185
 KN0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ608775(NAD 83)
 KN0185
 KN0185                          SUPERSEDED SURVEY CONTROL
 KN0185
 KN0185  NGVD 29 (??/??/92) 1805.571  (m)         5923.78   (f) ADJ UNCH    2 0
 KN0185
 KN0185.Superseded values are not recommended for survey control.
 KN0185
 KN0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0185.See file dsdata.pdf to determine how the superseded data were derived.
 KN0185
 KN0185_MARKER: DB = BENCH MARK DISK
 KN0185_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KN0185_SP_SET: BRICK WALL
 KN0185_STAMPING: VV 42 1934
 KN0185_MARK LOGO: CGS
 KN0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0185+STABILITY: SURFACE MOTION
 KN0185
 KN0185  HISTORY     - Date     Condition        Report By
 KN0185  HISTORY     - 1934     MONUMENTED       CGS
 KN0185  HISTORY     - 1967     GOOD             USGS
 KN0185  HISTORY     - 20120613 MARK NOT FOUND   GEOCAC
 KN0185
 KN0185                          STATION DESCRIPTION
 KN0185
 KN0185'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 KN0185'IN MT PLEASANT.
 KN0185'AT MT. PLEASANT, ABOUT 5 BLOCKS EAST OF THE DENVER AND RIO GRANDE
 KN0185'WESTERN R/R STATION.  125 FEET WEST OF US HWY. 89 AND STATE HWY. 116
 KN0185'INTERSECTION, FIRST BLDG. SOUTH, ON WEST BRICK WALL AND NORTHWEST
 KN0185'CORNER OF BLDG, ABOUT 5.8 FT. ABOVE SIDEWALK, AND SET VERTICALLY.
 KN0185
 KN0185                          STATION RECOVERY (2012)
 KN0185
 KN0185'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 KN0185'ANOTHER BUILDING HAS BEEN BUILT VERY CLOSE TO THAT DESCRIBED AND THE
 KN0185'SPACE BETWEEN IS NOT VIEWABLE DUE TO BEING BLOCKED BY A BOARD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0557 ***********************************************************************
 LO0557  DESIGNATION -  W 1
 LO0557  PID         -  LO0557
 LO0557  STATE/COUNTY-  UT/SALT LAKE
 LO0557  COUNTRY     -  US
 LO0557  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0557
 LO0557                         *CURRENT SURVEY CONTROL
 LO0557  ______________________________________________________________________
 LO0557* NAD 83(1986) POSITION- 40 45 39.     (N) 111 54 08.     (W)   SCALED
 LO0557* NAVD 88 ORTHO HEIGHT -  1291.093 (meters)     4235.86  (feet) ADJUSTED
 LO0557  ______________________________________________________________________
 LO0557  GEOID HEIGHT    -        -16.884 (meters)                     GEOID18
 LO0557  DYNAMIC HEIGHT  -       1290.065 (meters)     4232.49  (feet) COMP
 LO0557  MODELED GRAVITY -    979,784.1   (mgal)                       NAVD 88
 LO0557
 LO0557  VERT ORDER      -  FIRST     CLASS II
 LO0557
 LO0557.The horizontal coordinates were scaled from a map and have
 LO0557.an estimated accuracy of +/- 6 seconds.
 LO0557
 LO0557.The orthometric height was determined by differential leveling and
 LO0557.adjusted by the NATIONAL GEODETIC SURVEY
 LO0557.in June 1991.
 LO0557
 LO0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0557.GEOID18 height accuracy estimate available here.
 LO0557
 LO0557.Click photographs - Photos may exist for this station.
 LO0557
 LO0557.The dynamic height is computed by dividing the NAVD 88
 LO0557.geopotential number by the normal gravity value computed on the
 LO0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0557.degrees latitude (g = 980.6199 gals.).
 LO0557
 LO0557.The modeled gravity was interpolated from observed gravity values.
 LO0557
 LO0557;                    North         East    Units  Estimated Accuracy
 LO0557;SPC UT C     - 2,269,590.      466,040.      MT  (+/- 180 meters Scaled)
 LO0557
 LO0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL238125(NAD 83)
 LO0557
 LO0557                          SUPERSEDED SURVEY CONTROL
 LO0557
 LO0557  NGVD 29 (??/??/92) 1290.147  (m)         4232.76   (f) ADJ UNCH    1 2
 LO0557
 LO0557.Superseded values are not recommended for survey control.
 LO0557
 LO0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0557.See file dsdata.pdf to determine how the superseded data were derived.
 LO0557
 LO0557_MARKER: O = CHISELED CIRCLE
 LO0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0557+STABILITY: SURFACE MOTION
 LO0557
 LO0557  HISTORY     - Date     Condition        Report By
 LO0557  HISTORY     - 1906     MONUMENTED       CGS
 LO0557  HISTORY     - 1953     GOOD             CGS
 LO0557  HISTORY     - 1970     MARK NOT FOUND   NGS
 LO0557
 LO0557                          STATION DESCRIPTION
 LO0557
 LO0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LO0557'IN SALT LAKE CITY.
 LO0557'AT SALT LAKE CITY, AT THE INTERSECTION OF THIRD WEST AND FOURTH SOUTH
 LO0557'STREETS, IN THE SOUTHWEST CORNER OF PIONEER PARK, 31.2 FEET EAST OF
 LO0557'THE EAST EDGE OF THE EAST SIDEWALK OF THIRD WEST STREET, 12.3 FEET
 LO0557'NORTH OF THE NORTH EDGE OF THE NORTH SIDEWALK OF FOURTH SOUTH STREET,
 LO0557'14 1/2 FEET SOUTHEAST OF THE CENTER LINE OF A DIAGONAL DRIVE THROUGH
 LO0557'THE PARK, 3 FEET SOUTHWEST OF A 12-INCH PINE TREE, IN THE TOP OF A
 LO0557'STONE POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND FLANKED BY THE
 LO0557'CHISELED LETTERS USBM.  NOTE-- FOUND WHAT APPEARS TO BE A PORTION OF
 LO0557'THE POST BROKEN OFF ABOUT 0.7 FOOT UNDER GROUND.
 LO0557
 LO0557                          STATION RECOVERY (1970)
 LO0557
 LO0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LO0557'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0133 ***********************************************************************
 LO0133  DESIGNATION -  W 100
 LO0133  PID         -  LO0133
 LO0133  STATE/COUNTY-  UT/DUCHESNE
 LO0133  COUNTRY     -  US
 LO0133  USGS QUAD   -  WOLF CREEK (2017)
 LO0133
 LO0133                         *CURRENT SURVEY CONTROL
 LO0133  ______________________________________________________________________
 LO0133* NAD 83(1986) POSITION- 40 28 00.     (N) 110 54 03.     (W)   SCALED
 LO0133* NAVD 88 ORTHO HEIGHT -  2287.440 (meters)     7504.71  (feet) ADJUSTED
 LO0133  ______________________________________________________________________
 LO0133  GEOID HEIGHT    -        -14.261 (meters)                     GEOID18
 LO0133  DYNAMIC HEIGHT  -       2285.113 (meters)     7497.07  (feet) COMP
 LO0133  MODELED GRAVITY -    979,525.5   (mgal)                       NAVD 88
 LO0133
 LO0133  VERT ORDER      -  SECOND    CLASS 0
 LO0133
 LO0133.The horizontal coordinates were scaled from a map and have
 LO0133.an estimated accuracy of +/- 6 seconds.
 LO0133
 LO0133.The orthometric height was determined by differential leveling and
 LO0133.adjusted by the NATIONAL GEODETIC SURVEY
 LO0133.in June 1991.
 LO0133
 LO0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0133.GEOID18 height accuracy estimate available here.
 LO0133
 LO0133.Click photographs - Photos may exist for this station.
 LO0133
 LO0133.The dynamic height is computed by dividing the NAVD 88
 LO0133.geopotential number by the normal gravity value computed on the
 LO0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0133.degrees latitude (g = 980.6199 gals.).
 LO0133
 LO0133.The modeled gravity was interpolated from observed gravity values.
 LO0133
 LO0133;                    North         East    Units  Estimated Accuracy
 LO0133;SPC UT C     - 2,237,020.      550,810.      MT  (+/- 180 meters Scaled)
 LO0133
 LO0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK084795(NAD 83)
 LO0133
 LO0133                          SUPERSEDED SURVEY CONTROL
 LO0133
 LO0133  NGVD 29 (??/??/92) 2286.043  (m)         7500.13   (f) ADJ UNCH    2 0
 LO0133
 LO0133.Superseded values are not recommended for survey control.
 LO0133
 LO0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0133.See file dsdata.pdf to determine how the superseded data were derived.
 LO0133
 LO0133_MARKER: DB = BENCH MARK DISK
 LO0133_SETTING: 80 = SET IN A BOULDER
 LO0133_STAMPING: W 100 1962
 LO0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0133+STABILITY: SURFACE MOTION
 LO0133
 LO0133  HISTORY     - Date     Condition        Report By
 LO0133  HISTORY     - 1962     MONUMENTED       CGS
 LO0133
 LO0133                          STATION DESCRIPTION
 LO0133
 LO0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0133'15.9 MI NW FROM TABIONA.
 LO0133'15.9 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0133'TABIONA, 0.65 MILE NORTHWEST OF THE JUNCTION OF A TRACK ROAD LEADING
 LO0133'UP RHODES CANYON, 0.15 MILE SOUTHEAST OF A CATTLEGUARD, ON THE OUTSIDE
 LO0133'OF A CURVE, IN THE TOP OF A 1 1/2- BY 3-FOOT BOULDER IN A SMALL GROVE
 LO0133'OF ASPEN TREES, 40 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LO0133'3.8 FEET NORTHEAST OF AN ASPEN TREE WITH A TRIANGLE BLAZE, 2.0 FEET
 LO0133'NORTHWEST OF A WITNESS POST, ABOUT 5 FEET HIGHER THAN THE HIGHWAY, AND
 LO0133'1.4 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0118 ***********************************************************************
 LO0118  DESIGNATION -  W 101
 LO0118  PID         -  LO0118
 LO0118  STATE/COUNTY-  UT/DUCHESNE
 LO0118  COUNTRY     -  US
 LO0118  USGS QUAD   -  FARM CREEK PEAK (2017)
 LO0118
 LO0118                         *CURRENT SURVEY CONTROL
 LO0118  ______________________________________________________________________
 LO0118* NAD 83(1986) POSITION- 40 23 09.     (N) 110 44 06.     (W)   SCALED
 LO0118* NAVD 88 ORTHO HEIGHT -  2045.198 (meters)     6709.95  (feet) ADJUSTED
 LO0118  ______________________________________________________________________
 LO0118  GEOID HEIGHT    -        -15.189 (meters)                     GEOID18
 LO0118  DYNAMIC HEIGHT  -       2043.105 (meters)     6703.09  (feet) COMP
 LO0118  MODELED GRAVITY -    979,529.8   (mgal)                       NAVD 88
 LO0118
 LO0118  VERT ORDER      -  SECOND    CLASS 0
 LO0118
 LO0118.The horizontal coordinates were scaled from a map and have
 LO0118.an estimated accuracy of +/- 6 seconds.
 LO0118
 LO0118.The orthometric height was determined by differential leveling and
 LO0118.adjusted by the NATIONAL GEODETIC SURVEY
 LO0118.in June 1991.
 LO0118
 LO0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0118.GEOID18 height accuracy estimate available here.
 LO0118
 LO0118.Click photographs - Photos may exist for this station.
 LO0118
 LO0118.The dynamic height is computed by dividing the NAVD 88
 LO0118.geopotential number by the normal gravity value computed on the
 LO0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0118.degrees latitude (g = 980.6199 gals.).
 LO0118
 LO0118.The modeled gravity was interpolated from observed gravity values.
 LO0118
 LO0118;                    North         East    Units  Estimated Accuracy
 LO0118;SPC UT C     - 2,228,150.      564,950.      MT  (+/- 180 meters Scaled)
 LO0118
 LO0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK224706(NAD 83)
 LO0118
 LO0118                          SUPERSEDED SURVEY CONTROL
 LO0118
 LO0118  NGVD 29 (??/??/92) 2043.791  (m)         6705.34   (f) ADJ UNCH    2 0
 LO0118
 LO0118.Superseded values are not recommended for survey control.
 LO0118
 LO0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0118.See file dsdata.pdf to determine how the superseded data were derived.
 LO0118
 LO0118_MARKER: DB = BENCH MARK DISK
 LO0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0118_STAMPING: W 101 1962
 LO0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0118+STABILITY: SURFACE MOTION
 LO0118
 LO0118  HISTORY     - Date     Condition        Report By
 LO0118  HISTORY     - 1962     MONUMENTED       CGS
 LO0118
 LO0118                          STATION DESCRIPTION
 LO0118
 LO0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0118'2.85 MI NW FROM TABIONA.
 LO0118'2.85 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0118'TABIONA, 0.1 MILE SOUTHEAST OF THE JUNCTION OF A PRIVATE DRIVEWAY AND
 LO0118'A WOODEN BRIDGE, 35 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LO0118'2.2 FEET SOUTHWEST OF A FENCE, 1.7 FEET NORTHWEST OF A WITNESS POST,
 LO0118'ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 LO0118'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0242 ***********************************************************************
 LN0242  DESIGNATION -  W 102
 LN0242  PID         -  LN0242
 LN0242  STATE/COUNTY-  UT/DAGGETT
 LN0242  COUNTRY     -  US
 LN0242  USGS QUAD   -  CLAY BASIN (2017)
 LN0242
 LN0242                         *CURRENT SURVEY CONTROL
 LN0242  ______________________________________________________________________
 LN0242* NAD 83(1986) POSITION- 40 58 54.     (N) 109 13 36.     (W)   SCALED
 LN0242* NAVD 88 ORTHO HEIGHT -  1909.822 (meters)     6265.81  (feet) ADJUSTED
 LN0242  ______________________________________________________________________
 LN0242  GEOID HEIGHT    -        -14.132 (meters)                     GEOID18
 LN0242  DYNAMIC HEIGHT  -       1908.144 (meters)     6260.30  (feet) COMP
 LN0242  MODELED GRAVITY -    979,677.4   (mgal)                       NAVD 88
 LN0242
 LN0242  VERT ORDER      -  SECOND    CLASS 0
 LN0242
 LN0242.The horizontal coordinates were scaled from a map and have
 LN0242.an estimated accuracy of +/- 6 seconds.
 LN0242
 LN0242.The orthometric height was determined by differential leveling and
 LN0242.adjusted by the NATIONAL GEODETIC SURVEY
 LN0242.in June 1991.
 LN0242
 LN0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0242.GEOID18 height accuracy estimate available here.
 LN0242
 LN0242.Click photographs - Photos may exist for this station.
 LN0242
 LN0242.The dynamic height is computed by dividing the NAVD 88
 LN0242.geopotential number by the normal gravity value computed on the
 LN0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0242.degrees latitude (g = 980.6199 gals.).
 LN0242
 LN0242.The modeled gravity was interpolated from observed gravity values.
 LN0242
 LN0242;                    North         East    Units  Estimated Accuracy
 LN0242;SPC UT N     - 1,074,500.      691,290.      MT  (+/- 180 meters Scaled)
 LN0242
 LN0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL491382(NAD 83)
 LN0242
 LN0242                          SUPERSEDED SURVEY CONTROL
 LN0242
 LN0242  NGVD 29 (??/??/92) 1908.580  (m)         6261.73   (f) ADJ UNCH    2 0
 LN0242
 LN0242.Superseded values are not recommended for survey control.
 LN0242
 LN0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0242.See file dsdata.pdf to determine how the superseded data were derived.
 LN0242
 LN0242_MARKER: DB = BENCH MARK DISK
 LN0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0242_STAMPING: W 102 1962
 LN0242_MARK LOGO: CGS
 LN0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0242+STABILITY: SURFACE MOTION
 LN0242
 LN0242  HISTORY     - Date     Condition        Report By
 LN0242  HISTORY     - 1962     MONUMENTED       CGS
 LN0242
 LN0242                          STATION DESCRIPTION
 LN0242
 LN0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0242'25.65 MI E FROM LINWOOD.
 LN0242'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0242'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 20.65 MILES
 LN0242'EAST ALONG CLAY BASIN ROAD, 75 FEET SOUTHEAST OF THE CENTER OF THE Y
 LN0242'JUNCTION A TRACK ROAD NORTHEAST TO CLAY BASIN CAMP, 46 FEET NORTHEAST
 LN0242'OF THE CENTER LINE OF THE ROAD, 200 FEET SOUTHEAST OF THE CENTER LINE
 LN0242'OF THE TRACK ROAD, 125 FEET EAST OF THE SOUTHEAST APEX OF A TRIANGLE
 LN0242'FORMED BY THE ROADS, 2.1 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL
 LN0242'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 LN0242'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0053 ***********************************************************************
 LO0053  DESIGNATION -  W 103
 LO0053  PID         -  LO0053
 LO0053  STATE/COUNTY-  UT/DUCHESNE
 LO0053  COUNTRY     -  US
 LO0053  USGS QUAD   -  TALMAGE (2017)
 LO0053
 LO0053                         *CURRENT SURVEY CONTROL
 LO0053  ______________________________________________________________________
 LO0053* NAD 83(1986) POSITION- 40 15 05.     (N) 110 23 54.     (W)   SCALED
 LO0053* NAVD 88 ORTHO HEIGHT -  1817.439 (meters)     5962.71  (feet) ADJUSTED
 LO0053  ______________________________________________________________________
 LO0053  GEOID HEIGHT    -        -16.890 (meters)                     GEOID18
 LO0053  DYNAMIC HEIGHT  -       1815.654 (meters)     5956.86  (feet) COMP
 LO0053  MODELED GRAVITY -    979,579.9   (mgal)                       NAVD 88
 LO0053
 LO0053  VERT ORDER      -  SECOND    CLASS 0
 LO0053
 LO0053.The horizontal coordinates were scaled from a map and have
 LO0053.an estimated accuracy of +/- 6 seconds.
 LO0053
 LO0053.The orthometric height was determined by differential leveling and
 LO0053.adjusted by the NATIONAL GEODETIC SURVEY
 LO0053.in June 1991.
 LO0053
 LO0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0053.GEOID18 height accuracy estimate available here.
 LO0053
 LO0053.Click photographs - Photos may exist for this station.
 LO0053
 LO0053.The dynamic height is computed by dividing the NAVD 88
 LO0053.geopotential number by the normal gravity value computed on the
 LO0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0053.degrees latitude (g = 980.6199 gals.).
 LO0053
 LO0053.The modeled gravity was interpolated from observed gravity values.
 LO0053
 LO0053;                    North         East    Units  Estimated Accuracy
 LO0053;SPC UT C     - 2,213,520.      593,720.      MT  (+/- 180 meters Scaled)
 LO0053
 LO0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK511558(NAD 83)
 LO0053
 LO0053                          SUPERSEDED SURVEY CONTROL
 LO0053
 LO0053  NGVD 29 (??/??/92) 1816.115  (m)         5958.37   (f) ADJ UNCH    2 0
 LO0053
 LO0053.Superseded values are not recommended for survey control.
 LO0053
 LO0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0053.See file dsdata.pdf to determine how the superseded data were derived.
 LO0053
 LO0053_MARKER: DB = BENCH MARK DISK
 LO0053_SETTING: 66 = SET IN ROCK OUTCROP
 LO0053_STAMPING: W 103 1962
 LO0053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0053+STABILITY: POSITION/ELEVATION WELL
 LO0053
 LO0053  HISTORY     - Date     Condition        Report By
 LO0053  HISTORY     - 1962     MONUMENTED       CGS
 LO0053
 LO0053                          STATION DESCRIPTION
 LO0053
 LO0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0053'6.85 MI N FROM DUCHESNE.
 LO0053'6.85 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0053'HIGHWAY 40 AT DUCHESNE, SET VERTICALLY IN THE SOUTHWEST FACE OF A
 LO0053'LARGE SANDSTONE LEDGE OF A CUT BANK, 18 FEET NORTHEAST OF THE CENTER
 LO0053'LINE OF THE HIGHWAY, 1.8 FEET ABOVE THE GROUND AND ABOUT 2 1/2 FEET
 LO0053'HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0143 ***********************************************************************
 LO0143  DESIGNATION -  W 104
 LO0143  PID         -  LO0143
 LO0143  STATE/COUNTY-  UT/DUCHESNE
 LO0143  COUNTRY     -  US
 LO0143  USGS QUAD   -  STRAWBERRY PINNACLES (2017)
 LO0143
 LO0143                         *CURRENT SURVEY CONTROL
 LO0143  ______________________________________________________________________
 LO0143* NAD 83(1986) POSITION- 40 13 01.     (N) 110 43 38.     (W)   SCALED
 LO0143* NAVD 88 ORTHO HEIGHT -  2009.854 (meters)     6594.00  (feet) ADJUSTED
 LO0143  ______________________________________________________________________
 LO0143  GEOID HEIGHT    -        -16.255 (meters)                     GEOID18
 LO0143  DYNAMIC HEIGHT  -       2007.802 (meters)     6587.26  (feet) COMP
 LO0143  MODELED GRAVITY -    979,533.5   (mgal)                       NAVD 88
 LO0143
 LO0143  VERT ORDER      -  SECOND    CLASS 0
 LO0143
 LO0143.The horizontal coordinates were scaled from a map and have
 LO0143.an estimated accuracy of +/- 6 seconds.
 LO0143
 LO0143.The orthometric height was determined by differential leveling and
 LO0143.adjusted by the NATIONAL GEODETIC SURVEY
 LO0143.in June 1991.
 LO0143
 LO0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0143.GEOID18 height accuracy estimate available here.
 LO0143
 LO0143.Click photographs - Photos may exist for this station.
 LO0143
 LO0143.The dynamic height is computed by dividing the NAVD 88
 LO0143.geopotential number by the normal gravity value computed on the
 LO0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0143.degrees latitude (g = 980.6199 gals.).
 LO0143
 LO0143.The modeled gravity was interpolated from observed gravity values.
 LO0143
 LO0143;                    North         East    Units  Estimated Accuracy
 LO0143;SPC UT C     - 2,209,400.      565,780.      MT  (+/- 180 meters Scaled)
 LO0143
 LO0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK232518(NAD 83)
 LO0143
 LO0143                          SUPERSEDED SURVEY CONTROL
 LO0143
 LO0143  NGVD 29 (??/??/92) 2008.49   (m)         6589.5    (f) COMPUTED    2 0
 LO0143
 LO0143.Superseded values are not recommended for survey control.
 LO0143
 LO0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0143.See file dsdata.pdf to determine how the superseded data were derived.
 LO0143
 LO0143_MARKER: DB = BENCH MARK DISK
 LO0143_SETTING: 66 = SET IN ROCK OUTCROP
 LO0143_STAMPING: W 104 1962
 LO0143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0143+STABILITY: POSITION/ELEVATION WELL
 LO0143
 LO0143  HISTORY     - Date     Condition        Report By
 LO0143  HISTORY     - 1962     MONUMENTED       CGS
 LO0143
 LO0143                          STATION DESCRIPTION
 LO0143
 LO0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0143'7.15 MI E FROM FRUITLAND.
 LO0143'6.45 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LO0143'FRUITLAND, THENCE 0.7 MILE NORTH ALONG STATE HIGHWAY 208, 220 FEET
 LO0143'WEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A MASSIVE
 LO0143'SANDSTONE OUTCROP WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND, 81 FEET
 LO0143'SOUTH OF THE CENTER LINE OF A TRACK ROAD, 11.9 FEET WEST OF A WITNESS
 LO0143'POST, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0275 ***********************************************************************
 LO0275  DESIGNATION -  W 105
 LO0275  PID         -  LO0275
 LO0275  STATE/COUNTY-  UT/WASATCH
 LO0275  COUNTRY     -  US
 LO0275  USGS QUAD   -  SOAPSTONE BASIN (2017)
 LO0275
 LO0275                         *CURRENT SURVEY CONTROL
 LO0275  ______________________________________________________________________
 LO0275* NAD 83(1986) POSITION- 40 33 30.     (N) 111 07 12.     (W)   SCALED
 LO0275* NAVD 88 ORTHO HEIGHT -  2222.147 (meters)     7290.49  (feet) ADJUSTED
 LO0275  ______________________________________________________________________
 LO0275  GEOID HEIGHT    -        -14.285 (meters)                     GEOID18
 LO0275  DYNAMIC HEIGHT  -       2219.931 (meters)     7283.22  (feet) COMP
 LO0275  MODELED GRAVITY -    979,548.0   (mgal)                       NAVD 88
 LO0275
 LO0275  VERT ORDER      -  SECOND    CLASS 0
 LO0275
 LO0275.The horizontal coordinates were scaled from a map and have
 LO0275.an estimated accuracy of +/- 6 seconds.
 LO0275
 LO0275.The orthometric height was determined by differential leveling and
 LO0275.adjusted by the NATIONAL GEODETIC SURVEY
 LO0275.in June 1991.
 LO0275
 LO0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0275.GEOID18 height accuracy estimate available here.
 LO0275
 LO0275.Click photographs - Photos may exist for this station.
 LO0275
 LO0275.The dynamic height is computed by dividing the NAVD 88
 LO0275.geopotential number by the normal gravity value computed on the
 LO0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0275.degrees latitude (g = 980.6199 gals.).
 LO0275
 LO0275.The modeled gravity was interpolated from observed gravity values.
 LO0275
 LO0275;                    North         East    Units  Estimated Accuracy
 LO0275;SPC UT C     - 2,247,090.      532,180.      MT  (+/- 180 meters Scaled)
 LO0275
 LO0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK898897(NAD 83)
 LO0275
 LO0275                          SUPERSEDED SURVEY CONTROL
 LO0275
 LO0275  NGVD 29 (??/??/92) 2220.779  (m)         7286.01   (f) ADJ UNCH    2 0
 LO0275
 LO0275.Superseded values are not recommended for survey control.
 LO0275
 LO0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0275.See file dsdata.pdf to determine how the superseded data were derived.
 LO0275
 LO0275_MARKER: DB = BENCH MARK DISK
 LO0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0275_STAMPING: W 105 1962
 LO0275_MARK LOGO: CGS
 LO0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0275+STABILITY: SURFACE MOTION
 LO0275
 LO0275  HISTORY     - Date     Condition        Report By
 LO0275  HISTORY     - 1962     MONUMENTED       CGS
 LO0275
 LO0275                          STATION DESCRIPTION
 LO0275
 LO0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0275'10.75 MI SE FROM FRANCIS.
 LO0275'10.75 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0275'HIGHWAY 189 AT FRANCIS, 40 FEET NORTH OF THE CENTER LINE OF THE
 LO0275'HIGHWAY, 60 FEET NORTH AND ACROSS THE HIGHWAY FROM HIGHWAY MILEAGE
 LO0275'MARKER 29, 1.4 FEET SOUTH OF A FENCE, 5.1 FEET WEST OF A WITNESS POST,
 LO0275'ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 LO0275'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0240 ***********************************************************************
 LO0240  DESIGNATION -  W 106
 LO0240  PID         -  LO0240
 LO0240  STATE/COUNTY-  UT/SUMMIT
 LO0240  COUNTRY     -  US
 LO0240  USGS QUAD   -  WANSHIP (2017)
 LO0240
 LO0240                         *CURRENT SURVEY CONTROL
 LO0240  ______________________________________________________________________
 LO0240* NAD 83(1986) POSITION- 40 47 07.     (N) 111 27 19.     (W)   SCALED
 LO0240* NAVD 88 ORTHO HEIGHT -  1880.343 (meters)     6169.09  (feet) ADJUSTED
 LO0240  ______________________________________________________________________
 LO0240  GEOID HEIGHT    -        -15.733 (meters)                     GEOID18
 LO0240  DYNAMIC HEIGHT  -       1878.602 (meters)     6163.38  (feet) COMP
 LO0240  MODELED GRAVITY -    979,632.1   (mgal)                       NAVD 88
 LO0240
 LO0240  VERT ORDER      -  SECOND    CLASS 0
 LO0240
 LO0240.The horizontal coordinates were scaled from a map and have
 LO0240.an estimated accuracy of +/- 6 seconds.
 LO0240
 LO0240.The orthometric height was determined by differential leveling and
 LO0240.adjusted by the NATIONAL GEODETIC SURVEY
 LO0240.in June 1991.
 LO0240
 LO0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0240.GEOID18 height accuracy estimate available here.
 LO0240
 LO0240.Click photographs - Photos may exist for this station.
 LO0240
 LO0240.The dynamic height is computed by dividing the NAVD 88
 LO0240.geopotential number by the normal gravity value computed on the
 LO0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0240.degrees latitude (g = 980.6199 gals.).
 LO0240
 LO0240.The modeled gravity was interpolated from observed gravity values.
 LO0240
 LO0240;                    North         East    Units  Estimated Accuracy
 LO0240;SPC UT N     - 1,050,190.      503,780.      MT  (+/- 180 meters Scaled)
 LO0240
 LO0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL615150(NAD 83)
 LO0240
 LO0240                          SUPERSEDED SURVEY CONTROL
 LO0240
 LO0240  NGVD 29 (??/??/92) 1879.050  (m)         6164.85   (f) ADJ UNCH    2 0
 LO0240
 LO0240.Superseded values are not recommended for survey control.
 LO0240
 LO0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0240.See file dsdata.pdf to determine how the superseded data were derived.
 LO0240
 LO0240_MARKER: DB = BENCH MARK DISK
 LO0240_SETTING: 66 = SET IN ROCK OUTCROP
 LO0240_STAMPING: W 106 1962
 LO0240_MARK LOGO: CGS
 LO0240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0240+STABILITY: POSITION/ELEVATION WELL
 LO0240
 LO0240  HISTORY     - Date     Condition        Report By
 LO0240  HISTORY     - 1962     MONUMENTED       CGS
 LO0240
 LO0240                          STATION DESCRIPTION
 LO0240
 LO0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0240'3.35 MI SW FROM WANSHIP.
 LO0240'3.35 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE LATTER
 LO0240'DAY SAINTS CHURCH AT WANSHIP, 0.3 MILE NORTHEAST OF MILEPOST 17, IN
 LO0240'THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND, 23
 LO0240'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 3.8 FEET SOUTHEAST OF A WITNESS
 LO0240'POST, ABOUT 6 FEET LOWER THAN THE TRACK, AND 0.9 FOOT ABOVE THE
 LO0240'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0231 ***********************************************************************
 LO0231  DESIGNATION -  W 107
 LO0231  PID         -  LO0231
 LO0231  STATE/COUNTY-  UT/WASATCH
 LO0231  COUNTRY     -  US
 LO0231  USGS QUAD   -  HEBER CITY (2017)
 LO0231
 LO0231                         *CURRENT SURVEY CONTROL
 LO0231  ______________________________________________________________________
 LO0231* NAD 83(1986) POSITION- 40 37 07.     (N) 111 24 31.     (W)   SCALED
 LO0231* NAVD 88 ORTHO HEIGHT -  1830.671 (meters)     6006.13  (feet) ADJUSTED
 LO0231  ______________________________________________________________________
 LO0231  GEOID HEIGHT    -        -15.521 (meters)                     GEOID18
 LO0231  DYNAMIC HEIGHT  -       1828.985 (meters)     6000.60  (feet) COMP
 LO0231  MODELED GRAVITY -    979,639.4   (mgal)                       NAVD 88
 LO0231
 LO0231  VERT ORDER      -  SECOND    CLASS 0
 LO0231
 LO0231.The horizontal coordinates were scaled from a map and have
 LO0231.an estimated accuracy of +/- 6 seconds.
 LO0231
 LO0231.The orthometric height was determined by differential leveling and
 LO0231.adjusted by the NATIONAL GEODETIC SURVEY
 LO0231.in June 1991.
 LO0231
 LO0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0231.GEOID18 height accuracy estimate available here.
 LO0231
 LO0231.Click photographs - Photos may exist for this station.
 LO0231
 LO0231.The dynamic height is computed by dividing the NAVD 88
 LO0231.geopotential number by the normal gravity value computed on the
 LO0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0231.degrees latitude (g = 980.6199 gals.).
 LO0231
 LO0231.The modeled gravity was interpolated from observed gravity values.
 LO0231
 LO0231;                    North         East    Units  Estimated Accuracy
 LO0231;SPC UT C     - 2,253,720.      507,730.      MT  (+/- 180 meters Scaled)
 LO0231
 LO0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK654965(NAD 83)
 LO0231
 LO0231                          SUPERSEDED SURVEY CONTROL
 LO0231
 LO0231  NGVD 29 (??/??/92) 1829.435  (m)         6002.07   (f) ADJ UNCH    2 0
 LO0231
 LO0231.Superseded values are not recommended for survey control.
 LO0231
 LO0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0231.See file dsdata.pdf to determine how the superseded data were derived.
 LO0231
 LO0231_MARKER: DB = BENCH MARK DISK
 LO0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0231_STAMPING: W 107 1962
 LO0231_MARK LOGO: CGS
 LO0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0231+STABILITY: SURFACE MOTION
 LO0231
 LO0231  HISTORY     - Date     Condition        Report By
 LO0231  HISTORY     - 1962     MONUMENTED       CGS
 LO0231  HISTORY     - 20141026 MARK NOT FOUND   GEOCAC
 LO0231
 LO0231                          STATION DESCRIPTION
 LO0231
 LO0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0231'8.45 MI N FROM HEBER.
 LO0231'8.45 MILES NORTH ALONG U.S. HIGHWAY 189 FROM THE POST OFFICE AT HEBER,
 LO0231'0.7 MILE SOUTH OF BENCH MARK V 107, AT THE INTERSECTION OF A TRACK
 LO0231'ROAD, 68 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET NORTH OF
 LO0231'THE CENTER LINE OF THE ROAD, 43 FEET NORTHWEST AND ACROSS THE ROAD
 LO0231'FROM A TELEPHONE POLE, 28 FEET NORTHWEST OF THE CENTER OF A GATE, 2.0
 LO0231'FEET EAST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY,
 LO0231'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 LO0231'GROUND.       .
 LO0231
 LO0231                          STATION RECOVERY (2014)
 LO0231
 LO0231'RECOVERY NOTE BY GEOCACHING 2014 (BRB)
 LO0231'MARK NOT FOUND.
 LO0231'THE MARK IS NOW SUBMERGED BENEATH THE WATERS OF JORDANELLE RESERVOIR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0081 ***********************************************************************
 JN0081  DESIGNATION -  W 11
 JN0081  PID         -  JN0081
 JN0081  STATE/COUNTY-  UT/EMERY
 JN0081  COUNTRY     -  US
 JN0081  USGS QUAD   -  LITTLE WILD HORSE MESA (2017)
 JN0081
 JN0081                         *CURRENT SURVEY CONTROL
 JN0081  ______________________________________________________________________
 JN0081* NAD 83(1986) POSITION- 38 30 42.     (N) 110 46 46.     (W)   SCALED
 JN0081* NAVD 88 ORTHO HEIGHT -  1395.615 (meters)     4578.78  (feet) ADJUSTED
 JN0081  ______________________________________________________________________
 JN0081  GEOID HEIGHT    -        -19.759 (meters)                     GEOID18
 JN0081  DYNAMIC HEIGHT  -       1394.212 (meters)     4574.18  (feet) COMP
 JN0081  MODELED GRAVITY -    979,574.7   (mgal)                       NAVD 88
 JN0081
 JN0081  VERT ORDER      -  FIRST     CLASS II
 JN0081
 JN0081.The horizontal coordinates were scaled from a map and have
 JN0081.an estimated accuracy of +/- 6 seconds.
 JN0081
 JN0081.The orthometric height was determined by differential leveling and
 JN0081.adjusted by the NATIONAL GEODETIC SURVEY
 JN0081.in June 1991.
 JN0081
 JN0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0081.GEOID18 height accuracy estimate available here.
 JN0081
 JN0081.Click photographs - Photos may exist for this station.
 JN0081
 JN0081.The dynamic height is computed by dividing the NAVD 88
 JN0081.geopotential number by the normal gravity value computed on the
 JN0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0081.degrees latitude (g = 980.6199 gals.).
 JN0081
 JN0081.The modeled gravity was interpolated from observed gravity values.
 JN0081
 JN0081;                    North         East    Units  Estimated Accuracy
 JN0081;SPC UT C     - 2,020,050.      562,860.      MT  (+/- 180 meters Scaled)
 JN0081
 JN0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH192626(NAD 83)
 JN0081
 JN0081                          SUPERSEDED SURVEY CONTROL
 JN0081
 JN0081  NGVD 29 (??/??/92) 1394.590  (m)         4575.42   (f) ADJ UNCH    1 2
 JN0081
 JN0081.Superseded values are not recommended for survey control.
 JN0081
 JN0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0081.See file dsdata.pdf to determine how the superseded data were derived.
 JN0081
 JN0081_MARKER: DB = BENCH MARK DISK
 JN0081_SETTING: 66 = SET IN ROCK OUTCROP
 JN0081_STAMPING: W 11 1921
 JN0081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0081+STABILITY: POSITION/ELEVATION WELL
 JN0081
 JN0081  HISTORY     - Date     Condition        Report By
 JN0081  HISTORY     - 1921     MONUMENTED       CGS
 JN0081  HISTORY     - 1965     GOOD             CGS
 JN0081
 JN0081                          STATION DESCRIPTION
 JN0081
 JN0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JN0081'10 MI N FROM HANKSVILLE.
 JN0081'TO REACH THE STATION FROM THE POST OFFICE IN HANKSVILLE, GO EAST 0.1
 JN0081'MILE TO AN INTERSECTION, TURN RIGHT AND GO NORTH 0.1 MILE PASSING
 JN0081'HANKSVILLE GRADE SCHOOL TO AN INTERSECTION AND STATE HIGHWAY 24, TURN
 JN0081'RIGHT AND GO EAST ON STATE 24 FOR 0.15 MILE TO JUNCTION OF STATE 24
 JN0081'AND STATE 95, TURN LEFT AND GO NORTH, EAST AND NORTHEAST ON STATE 24
 JN0081'FOR 19.8 MILES TO A PAVED ROAD LEFT AND TEMPLE JUNCTION ON THE LEFT,
 JN0081'TURN LEFT AND GO WEST ON A PAVED ROAD FOR 5.3 MILES TO A TRACK ROAD
 JN0081'LEFT AND SIGN GOBLIN VALLEY, TURN LEFT AND GO SOUTH OF TRACK ROAD FOR
 JN0081'6.2 MILES TO A FORK AND SIGN GOBLIN VALLEY-WILD HORSE MESA AND MUDDY
 JN0081'RIVER, TAKE RIGHT FORK AND GO WEST 2.25 MILES TO WILD HORSE CREEK
 JN0081'BOTTOM, TURN LEFT AND GO SOUTH DOWN CREEK BOTTOM (4 WHEEL DRIVE NEEDED
 JN0081'AT THIS POINT) FOR 6.3 MILES TO A FENCE ACROSS CREEK AND CANYON, PASS
 JN0081'THROUGH GATE AND CONTINUE SOUTH 0.3 MILE TO A FORK, TAKE LEFT FORK UP
 JN0081'CANYON WALL 0.5 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0085 ***********************************************************************
 JN0085  DESIGNATION -  W 111
 JN0085  PID         -  JN0085
 JN0085  STATE/COUNTY-  UT/WAYNE
 JN0085  COUNTRY     -  US
 JN0085  USGS QUAD   -  SKYLINE RIM (2017)
 JN0085
 JN0085                         *CURRENT SURVEY CONTROL
 JN0085  ______________________________________________________________________
 JN0085* NAD 83(1986) POSITION- 38 26 59.     (N) 110 48 36.     (W)   SCALED
 JN0085* NAVD 88 ORTHO HEIGHT -  1365.000 (meters)     4478.34  (feet) ADJUSTED
 JN0085  ______________________________________________________________________
 JN0085  GEOID HEIGHT    -        -19.972 (meters)                     GEOID18
 JN0085  DYNAMIC HEIGHT  -       1363.613 (meters)     4473.79  (feet) COMP
 JN0085  MODELED GRAVITY -    979,566.0   (mgal)                       NAVD 88
 JN0085
 JN0085  VERT ORDER      -  FIRST     CLASS II
 JN0085
 JN0085.The horizontal coordinates were scaled from a map and have
 JN0085.an estimated accuracy of +/- 6 seconds.
 JN0085
 JN0085.The orthometric height was determined by differential leveling and
 JN0085.adjusted by the NATIONAL GEODETIC SURVEY
 JN0085.in June 1991.
 JN0085
 JN0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0085.GEOID18 height accuracy estimate available here.
 JN0085
 JN0085.Click photographs - Photos may exist for this station.
 JN0085
 JN0085.The dynamic height is computed by dividing the NAVD 88
 JN0085.geopotential number by the normal gravity value computed on the
 JN0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0085.degrees latitude (g = 980.6199 gals.).
 JN0085
 JN0085.The modeled gravity was interpolated from observed gravity values.
 JN0085
 JN0085;                    North         East    Units  Estimated Accuracy
 JN0085;SPC UT S     - 3,198,120.      560,230.      MT  (+/- 180 meters Scaled)
 JN0085
 JN0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH165557(NAD 83)
 JN0085
 JN0085                          SUPERSEDED SURVEY CONTROL
 JN0085
 JN0085  NGVD 29 (??/??/92) 1363.950  (m)         4474.89   (f) ADJ UNCH    1 2
 JN0085
 JN0085.Superseded values are not recommended for survey control.
 JN0085
 JN0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0085.See file dsdata.pdf to determine how the superseded data were derived.
 JN0085
 JN0085_MARKER: DB = BENCH MARK DISK
 JN0085_SETTING: 66 = SET IN ROCK OUTCROP
 JN0085_STAMPING: W 111 1958
 JN0085_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0085+STABILITY: POSITION/ELEVATION WELL
 JN0085
 JN0085  HISTORY     - Date     Condition        Report By
 JN0085  HISTORY     - 1958     MONUMENTED       CGS
 JN0085
 JN0085                          STATION DESCRIPTION
 JN0085
 JN0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0085'14.6 MI NW FROM HANKSVILLE.
 JN0085'8.2 MILES WEST ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0085'HANKSVILLE, THENCE 6.4 MILES NORTH ALONG A DIRT ROAD, 0.4 MILE SOUTH
 JN0085'OF THE Y JUNCTION OF A TRACK ROAD LEADING SOUTHWEST UP A GULLY, 100
 JN0085'YARDS NORTH OF THE T JUNCTION OF A GULLY EAST, IN A GULLY, IN TOP OF A
 JN0085'6-BY 12-FOOT SANDSTONE OUTCROP WHICH PROJECTS 1 FOOT ABOVE THE GROUND,
 JN0085'45 FEET WEST AND ACROSS A WASH FROM THE CENTER LINE OF THE ROAD, 24
 JN0085'1/2 FEET WEST OF THE CENTER OF THE WASH, 9 FEET NORTH OF A PYRAMID
 JN0085'SHAPED PORTION OF THE OUTCROP WHICH PROJECTS 2 FEET, AND 6 FEET EAST
 JN0085'OF THE WEST BANK OF THE GULLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0050 ***********************************************************************
 JN0050  DESIGNATION -  W 112
 JN0050  PID         -  JN0050
 JN0050  STATE/COUNTY-  UT/WAYNE
 JN0050  COUNTRY     -  US
 JN0050  USGS QUAD   -  BULL MOUNTAIN (2017)
 JN0050
 JN0050                         *CURRENT SURVEY CONTROL
 JN0050  ______________________________________________________________________
 JN0050* NAD 83(1986) POSITION- 38 13 21.     (N) 110 38 32.     (W)   SCALED
 JN0050* NAVD 88 ORTHO HEIGHT -  1452.466 (meters)     4765.30  (feet) ADJUSTED
 JN0050  ______________________________________________________________________
 JN0050  GEOID HEIGHT    -        -20.337 (meters)                     GEOID18
 JN0050  DYNAMIC HEIGHT  -       1450.943 (meters)     4760.30  (feet) COMP
 JN0050  MODELED GRAVITY -    979,529.8   (mgal)                       NAVD 88
 JN0050
 JN0050  VERT ORDER      -  FIRST     CLASS II
 JN0050
 JN0050.The horizontal coordinates were scaled from a map and have
 JN0050.an estimated accuracy of +/- 6 seconds.
 JN0050
 JN0050.The orthometric height was determined by differential leveling and
 JN0050.adjusted by the NATIONAL GEODETIC SURVEY
 JN0050.in June 1991.
 JN0050
 JN0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0050.GEOID18 height accuracy estimate available here.
 JN0050
 JN0050.Click photographs - Photos may exist for this station.
 JN0050
 JN0050.The dynamic height is computed by dividing the NAVD 88
 JN0050.geopotential number by the normal gravity value computed on the
 JN0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0050.degrees latitude (g = 980.6199 gals.).
 JN0050
 JN0050.The modeled gravity was interpolated from observed gravity values.
 JN0050
 JN0050;                    North         East    Units  Estimated Accuracy
 JN0050;SPC UT S     - 3,173,020.      575,110.      MT  (+/- 180 meters Scaled)
 JN0050
 JN0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH313305(NAD 83)
 JN0050
 JN0050                          SUPERSEDED SURVEY CONTROL
 JN0050
 JN0050  NGVD 29 (??/??/92) 1451.421  (m)         4761.87   (f) ADJ UNCH    1 2
 JN0050
 JN0050.Superseded values are not recommended for survey control.
 JN0050
 JN0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0050.See file dsdata.pdf to determine how the superseded data were derived.
 JN0050
 JN0050_MARKER: DB = BENCH MARK DISK
 JN0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0050_STAMPING: W 112 1958
 JN0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0050+STABILITY: SURFACE MOTION
 JN0050
 JN0050  HISTORY     - Date     Condition        Report By
 JN0050  HISTORY     - 1958     MONUMENTED       CGS
 JN0050
 JN0050                          STATION DESCRIPTION
 JN0050
 JN0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0050'12.3 MI SE FROM HANKSVILLE.
 JN0050'12.3 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE SCHOOL AT
 JN0050'HANKSVILLE, IN R11E T30S S7, 180 YARDS NORTHWEST OF THE CENTER OF THE
 JN0050'CROSSING OF A WASH, 160 YARDS NORTHWEST OF THE CENTER OF THE Y
 JN0050'JUNCTION OF A DIRT ROAD NORTH-NORTHWEST, AT A SUMMIT, 52 FEET
 JN0050'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 86 FEET WEST-SOUTHWEST OF
 JN0050'THE CENTER LINE OF THE ROAD, 2.6 FEET SOUTHWEST OF A WITNESS POST, 2
 JN0050'1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JN0050'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0003 ***********************************************************************
 HN0003  DESIGNATION -  W 113
 HN0003  PID         -  HN0003
 HN0003  STATE/COUNTY-  UT/GARFIELD
 HN0003  COUNTRY     -  US
 HN0003  USGS QUAD   -  HITE NORTH (2017)
 HN0003
 HN0003                         *CURRENT SURVEY CONTROL
 HN0003  ______________________________________________________________________
 HN0003* NAD 83(1986) POSITION- 37 59 19.     (N) 110 29 42.     (W)   SCALED
 HN0003* NAVD 88 ORTHO HEIGHT -  1277.987 (meters)     4192.86  (feet) ADJUSTED
 HN0003  ______________________________________________________________________
 HN0003  GEOID HEIGHT    -        -20.605 (meters)                     GEOID18
 HN0003  DYNAMIC HEIGHT  -       1276.681 (meters)     4188.58  (feet) COMP
 HN0003  MODELED GRAVITY -    979,563.6   (mgal)                       NAVD 88
 HN0003
 HN0003  VERT ORDER      -  FIRST     CLASS II
 HN0003
 HN0003.The horizontal coordinates were scaled from a map and have
 HN0003.an estimated accuracy of +/- 6 seconds.
 HN0003
 HN0003.The orthometric height was determined by differential leveling and
 HN0003.adjusted by the NATIONAL GEODETIC SURVEY
 HN0003.in June 1991.
 HN0003
 HN0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0003.GEOID18 height accuracy estimate available here.
 HN0003
 HN0003.Click photographs - Photos may exist for this station.
 HN0003
 HN0003.The dynamic height is computed by dividing the NAVD 88
 HN0003.geopotential number by the normal gravity value computed on the
 HN0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0003.degrees latitude (g = 980.6199 gals.).
 HN0003
 HN0003.The modeled gravity was interpolated from observed gravity values.
 HN0003
 HN0003;                    North         East    Units  Estimated Accuracy
 HN0003;SPC UT S     - 3,147,190.      588,280.      MT  (+/- 180 meters Scaled)
 HN0003
 HN0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH443046(NAD 83)
 HN0003
 HN0003                          SUPERSEDED SURVEY CONTROL
 HN0003
 HN0003  NGVD 29 (??/??/92) 1277.016  (m)         4189.68   (f) ADJ UNCH    1 2
 HN0003
 HN0003.Superseded values are not recommended for survey control.
 HN0003
 HN0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0003.See file dsdata.pdf to determine how the superseded data were derived.
 HN0003
 HN0003_MARKER: DB = BENCH MARK DISK
 HN0003_SETTING: 66 = SET IN ROCK OUTCROP
 HN0003_STAMPING: W 113 1958
 HN0003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0003+STABILITY: POSITION/ELEVATION WELL
 HN0003
 HN0003  HISTORY     - Date     Condition        Report By
 HN0003  HISTORY     - 1958     MONUMENTED       CGS
 HN0003  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0003  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0003
 HN0003                          STATION DESCRIPTION
 HN0003
 HN0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0003'35.6 MI SE FROM HANKSVILLE.
 HN0003'ABOUT 35.6 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE
 HN0003'SCHOOL AT HANKSVILLE, 0.3 MILE SOUTHEAST OF THREE FORKS, 125 YARDS
 HN0003'SOUTHEAST OF THE CENTER OF A CROSSING OF NORTH WASH, SET VERTICALLY IN
 HN0003'THE NORTHEAST FACE OF A SANDSTONE CLIFF THAT PARTLY OVERHANGS THE
 HN0003'HIGHWAY, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.4 FEET
 HN0003'SOUTHEAST OF A WITNESS POST AND ABOUT 3 FEET ABOVE THE GROUND.
 HN0003
 HN0003                          STATION RECOVERY (1982)
 HN0003
 HN0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0003'MARK NOT FOUND.
 HN0003
 HN0003                          STATION RECOVERY (1982)
 HN0003
 HN0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0003'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0035 ***********************************************************************
 HN0035  DESIGNATION -  W 114
 HN0035  PID         -  HN0035
 HN0035  STATE/COUNTY-  UT/SAN JUAN
 HN0035  COUNTRY     -  US
 HN0035  USGS QUAD   -  COPPER POINT (2017)
 HN0035
 HN0035                         *CURRENT SURVEY CONTROL
 HN0035  ______________________________________________________________________
 HN0035* NAD 83(1986) POSITION- 37 48 35.     (N) 110 19 55.     (W)   SCALED
 HN0035* NAVD 88 ORTHO HEIGHT -  1330.407 (meters)     4364.84  (feet) ADJUSTED
 HN0035  ______________________________________________________________________
 HN0035  GEOID HEIGHT    -        -21.051 (meters)                     GEOID18
 HN0035  DYNAMIC HEIGHT  -       1328.981 (meters)     4360.17  (feet) COMP
 HN0035  MODELED GRAVITY -    979,512.4   (mgal)                       NAVD 88
 HN0035
 HN0035  VERT ORDER      -  FIRST     CLASS II
 HN0035
 HN0035.The horizontal coordinates were scaled from a map and have
 HN0035.an estimated accuracy of +/- 6 seconds.
 HN0035
 HN0035.The orthometric height was determined by differential leveling and
 HN0035.adjusted by the NATIONAL GEODETIC SURVEY
 HN0035.in June 1991.
 HN0035
 HN0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0035.GEOID18 height accuracy estimate available here.
 HN0035
 HN0035.Click photographs - Photos may exist for this station.
 HN0035
 HN0035.The dynamic height is computed by dividing the NAVD 88
 HN0035.geopotential number by the normal gravity value computed on the
 HN0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0035.degrees latitude (g = 980.6199 gals.).
 HN0035
 HN0035.The modeled gravity was interpolated from observed gravity values.
 HN0035
 HN0035;                    North         East    Units  Estimated Accuracy
 HN0035;SPC UT S     - 3,127,500.      602,850.      MT  (+/- 180 meters Scaled)
 HN0035
 HN0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG588849(NAD 83)
 HN0035
 HN0035                          SUPERSEDED SURVEY CONTROL
 HN0035
 HN0035  NGVD 29 (??/??/92) 1329.412  (m)         4361.58   (f) ADJ UNCH    1 2
 HN0035
 HN0035.Superseded values are not recommended for survey control.
 HN0035
 HN0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0035.See file dsdata.pdf to determine how the superseded data were derived.
 HN0035
 HN0035_MARKER: DB = BENCH MARK DISK
 HN0035_SETTING: 66 = SET IN ROCK OUTCROP
 HN0035_STAMPING: W 114 1958
 HN0035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0035+STABILITY: POSITION/ELEVATION WELL
 HN0035
 HN0035  HISTORY     - Date     Condition        Report By
 HN0035  HISTORY     - 1958     MONUMENTED       CGS
 HN0035  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0035  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0035
 HN0035                          STATION DESCRIPTION
 HN0035
 HN0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0035'16.9 MI NW FROM FRY CANYON.
 HN0035'ABOUT 16.9 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0035'AT FRY CANYON, AT THE SUMMIT OF A NORTHWEST-SOUTHEAST RIDGE AND ON THE
 HN0035'INSIDE OF A CURVE WITH TANGENTS SOUTHEAST AND SOUTHWEST, IN THE TOP OF
 HN0035'THE NORTH END OF A 7 X 18-FOOT SANDSTONE OUTCROP THAT PROJECTS ABOUT 1
 HN0035'1/2 FEET, 56 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET
 HN0035'NORTH OF A CAIRN AND ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY.
 HN0035
 HN0035                          STATION RECOVERY (1982)
 HN0035
 HN0035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0035'MARK NOT FOUND.
 HN0035
 HN0035                          STATION RECOVERY (1982)
 HN0035
 HN0035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0035'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0060 ***********************************************************************
 HN0060  DESIGNATION -  W 115
 HN0060  PID         -  HN0060
 HN0060  STATE/COUNTY-  UT/SAN JUAN
 HN0060  COUNTRY     -  US
 HN0060  USGS QUAD   -  THE CHEESEBOX (2017)
 HN0060
 HN0060                         *CURRENT SURVEY CONTROL
 HN0060  ______________________________________________________________________
 HN0060* NAD 83(1986) POSITION- 37 38 05.     (N) 110 06 05.     (W)   SCALED
 HN0060* NAVD 88 ORTHO HEIGHT -  1736.472 (meters)     5697.08  (feet) ADJUSTED
 HN0060  ______________________________________________________________________
 HN0060  GEOID HEIGHT    -        -20.084 (meters)                     GEOID18
 HN0060  DYNAMIC HEIGHT  -       1734.501 (meters)     5690.61  (feet) COMP
 HN0060  MODELED GRAVITY -    979,433.1   (mgal)                       NAVD 88
 HN0060
 HN0060  VERT ORDER      -  FIRST     CLASS II
 HN0060
 HN0060.The horizontal coordinates were scaled from a map and have
 HN0060.an estimated accuracy of +/- 6 seconds.
 HN0060
 HN0060.The orthometric height was determined by differential leveling and
 HN0060.adjusted by the NATIONAL GEODETIC SURVEY
 HN0060.in June 1991.
 HN0060
 HN0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0060.GEOID18 height accuracy estimate available here.
 HN0060
 HN0060.Click photographs - Photos may exist for this station.
 HN0060
 HN0060.The dynamic height is computed by dividing the NAVD 88
 HN0060.geopotential number by the normal gravity value computed on the
 HN0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0060.degrees latitude (g = 980.6199 gals.).
 HN0060
 HN0060.The modeled gravity was interpolated from observed gravity values.
 HN0060
 HN0060;                    North         East    Units  Estimated Accuracy
 HN0060;SPC UT S     - 3,108,360.      623,440.      MT  (+/- 180 meters Scaled)
 HN0060
 HN0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG792656(NAD 83)
 HN0060
 HN0060                          SUPERSEDED SURVEY CONTROL
 HN0060
 HN0060  NGVD 29 (??/??/92) 1735.435  (m)         5693.67   (f) ADJ UNCH    1 2
 HN0060
 HN0060.Superseded values are not recommended for survey control.
 HN0060
 HN0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0060.See file dsdata.pdf to determine how the superseded data were derived.
 HN0060
 HN0060_MARKER: DB = BENCH MARK DISK
 HN0060_SETTING: 66 = SET IN ROCK OUTCROP
 HN0060_STAMPING: W 115 1958
 HN0060_MARK LOGO: CGS
 HN0060_MAGNETIC: N = NO MAGNETIC MATERIAL
 HN0060_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0060+STABILITY: POSITION/ELEVATION WELL
 HN0060
 HN0060  HISTORY     - Date     Condition        Report By
 HN0060  HISTORY     - 1958     MONUMENTED       CGS
 HN0060  HISTORY     - 19760414 GOOD             NGS
 HN0060
 HN0060                          STATION DESCRIPTION
 HN0060
 HN0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0060'4.2 MI E FROM FRY CANYON.
 HN0060'ABOUT 4.2 MILES EAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0060'FRY CANYON, 0.07 MILE SOUTHEAST OF THE CROSSING OF A WASH, 121 FEET
 HN0060'EAST OF THE CENTER OF THE JUNCTION OF A DIM ROAD NORTH, IN THE TOP OF
 HN0060'THE SOUTHEAST END OF A LONG SLOPING OUTCROP, 63 FEET NORTHEAST OF THE
 HN0060'CENTER LINE OF THE HIGHWAY, 3 FEET SOUTH OF A LARGE CAIRN AND ABOUT 2
 HN0060'FEET LOWER THAN THE HIGHWAY.
 HN0060
 HN0060                          STATION RECOVERY (1976)
 HN0060
 HN0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HN0060'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN1007 ***********************************************************************
 HN1007  DESIGNATION -  W 115 RESET
 HN1007  PID         -  HN1007
 HN1007  STATE/COUNTY-  UT/SAN JUAN
 HN1007  COUNTRY     -  US
 HN1007  USGS QUAD   -  THE CHEESEBOX (2017)
 HN1007
 HN1007                         *CURRENT SURVEY CONTROL
 HN1007  ______________________________________________________________________
 HN1007* NAD 83(1986) POSITION- 37 38 05.     (N) 110 06 05.     (W)   SCALED
 HN1007* NAVD 88 ORTHO HEIGHT -  1735.34  (meters)     5693.4   (feet) RESET
 HN1007  ______________________________________________________________________
 HN1007  GEOID HEIGHT    -        -20.084 (meters)                     GEOID18
 HN1007  VERT ORDER      -  THIRD
 HN1007
 HN1007.The horizontal coordinates were scaled from a map and have
 HN1007.an estimated accuracy of +/- 6 seconds.
 HN1007
 HN1007.The orthometric height was computed from unverified reset data.
 HN1007
 HN1007.No vertical observational check was made to the station.
 HN1007
 HN1007.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN1007.GEOID18 height accuracy estimate available here.
 HN1007
 HN1007.Click photographs - Photos may exist for this station.
 HN1007
 HN1007;                    North         East    Units  Estimated Accuracy
 HN1007;SPC UT S     - 3,108,360.      623,440.      MT  (+/- 180 meters Scaled)
 HN1007
 HN1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG792656(NAD 83)
 HN1007
 HN1007                          SUPERSEDED SURVEY CONTROL
 HN1007
 HN1007  NGVD 29 (07/25/12) 1734.31   (m)         5690.0    (f) RESET       3  
 HN1007
 HN1007.Superseded values are not recommended for survey control.
 HN1007
 HN1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN1007.See file dsdata.pdf to determine how the superseded data were derived.
 HN1007
 HN1007_MARKER: DV = VERTICAL CONTROL DISK
 HN1007_SETTING: 66 = SET IN ROCK OUTCROP
 HN1007_STAMPING: W 115 RESET 1976
 HN1007_MARK LOGO: NGS
 HN1007_MAGNETIC: N = NO MAGNETIC MATERIAL
 HN1007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN1007+STABILITY: POSITION/ELEVATION WELL
 HN1007
 HN1007  HISTORY     - Date     Condition        Report By
 HN1007  HISTORY     - 1976     MONUMENTED       NGS
 HN1007
 HN1007                          STATION DESCRIPTION
 HN1007
 HN1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HN1007'4.2 MILES (6.8 KM) NORTHEAST ALONG STATE HIGHWAY 95 FROM THE POST
 HN1007'OFFICE AND STORE IN FRY CANYON, 70 FEET (21.3 M) NORTH-NORTHEAST OF
 HN1007'THE HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0286 ***********************************************************************
 HM0286  DESIGNATION -  W 116
 HM0286  PID         -  HM0286
 HM0286  STATE/COUNTY-  UT/SAN JUAN
 HM0286  COUNTRY     -  US
 HM0286  USGS QUAD   -  SOUTH LONG POINT (2017)
 HM0286
 HM0286                         *CURRENT SURVEY CONTROL
 HM0286  ______________________________________________________________________
 HM0286* NAD 83(1986) POSITION- 37 32 49.     (N) 109 47 55.     (W)   SCALED
 HM0286* NAVD 88 ORTHO HEIGHT -  1994.187 (meters)     6542.60  (feet) ADJUSTED
 HM0286  ______________________________________________________________________
 HM0286  GEOID HEIGHT    -        -19.664 (meters)                     GEOID18
 HM0286  DYNAMIC HEIGHT  -       1991.807 (meters)     6534.79  (feet) COMP
 HM0286  MODELED GRAVITY -    979,364.6   (mgal)                       NAVD 88
 HM0286
 HM0286  VERT ORDER      -  FIRST     CLASS II
 HM0286
 HM0286.The horizontal coordinates were scaled from a map and have
 HM0286.an estimated accuracy of +/- 6 seconds.
 HM0286
 HM0286.The orthometric height was determined by differential leveling and
 HM0286.adjusted by the NATIONAL GEODETIC SURVEY
 HM0286.in June 1991.
 HM0286
 HM0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0286.GEOID18 height accuracy estimate available here.
 HM0286
 HM0286.Click photographs - Photos may exist for this station.
 HM0286
 HM0286.The dynamic height is computed by dividing the NAVD 88
 HM0286.geopotential number by the normal gravity value computed on the
 HM0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0286.degrees latitude (g = 980.6199 gals.).
 HM0286
 HM0286.The modeled gravity was interpolated from observed gravity values.
 HM0286
 HM0286;                    North         East    Units  Estimated Accuracy
 HM0286;SPC UT S     - 3,099,060.      650,340.      MT  (+/- 180 meters Scaled)
 HM0286
 HM0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG061562(NAD 83)
 HM0286
 HM0286                          SUPERSEDED SURVEY CONTROL
 HM0286
 HM0286  NGVD 29 (??/??/92) 1993.079  (m)         6538.96   (f) ADJ UNCH    1 2
 HM0286
 HM0286.Superseded values are not recommended for survey control.
 HM0286
 HM0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0286.See file dsdata.pdf to determine how the superseded data were derived.
 HM0286
 HM0286_MARKER: DB = BENCH MARK DISK
 HM0286_SETTING: 66 = SET IN ROCK OUTCROP
 HM0286_STAMPING: W 116 1958
 HM0286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0286+STABILITY: POSITION/ELEVATION WELL
 HM0286
 HM0286  HISTORY     - Date     Condition        Report By
 HM0286  HISTORY     - 1958     MONUMENTED       CGS
 HM0286  HISTORY     - 1959     GOOD             CGS
 HM0286  HISTORY     - 1979     GOOD             USGS
 HM0286
 HM0286                          STATION DESCRIPTION
 HM0286
 HM0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0286'27.3 MI W FROM BLANDING.
 HM0286'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0286'BLANDING, THENCE 23.4 MILES WEST ALONG STATE HIGHWAY 95, 0.1 MILE EAST
 HM0286'OF THE CROSING OF PICKET FORK, 70 YARDS WEST OF A SUMMIT, IN THE TOP
 HM0286'OF A SLOPING SANDSTONE OUTCROP, 30 FEET SOUTH OF THE CENTER LINE OF
 HM0286'THE HIGHWAY, 12 1/2 FEET NORTHEAST OF A WITNESS POST, 2 FEET NORTH OF
 HM0286'A CAIRN AND ABOUT LEVEL WITH THE HIGHWAY.
 HM0286
 HM0286                          STATION RECOVERY (1979)
 HM0286
 HM0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0286'FROM THE POST OFFICE IN BLANDING, ABOUT 4.3 MILES SOUTH ALONG STATE
 HM0286'HIGHWAY 163, THENCE 21.9 MILES WEST ALONG STATE HIGHWAY 95 TO SIDE
 HM0286'ROAD LEFT.  TURN LEFT AND GO WEST 2.3 MILES.  0.1 MILE EAST OF CROSS-
 HM0286'ING OF PICKET FORK IN A SLOPING SANDSTONE OUTCROP 25 FEET SOUTH OF
 HM0286'THE ROAD CENTERLINE, ABOUT LEVEL WITH THE ROAD.  A STANDARD NGS DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0310 ***********************************************************************
 HM0310  DESIGNATION -  W 117
 HM0310  PID         -  HM0310
 HM0310  STATE/COUNTY-  UT/SAN JUAN
 HM0310  COUNTRY     -  US
 HM0310  USGS QUAD   -  BLACK MESA BUTTE (2017)
 HM0310
 HM0310                         *CURRENT SURVEY CONTROL
 HM0310  ______________________________________________________________________
 HM0310* NAD 83(1986) POSITION- 37 33 32.6    (N) 109 34 37.0    (W)   HD_HELD2
 HM0310* NAVD 88 ORTHO HEIGHT -  1576.971 (meters)     5173.78  (feet) ADJUSTED
 HM0310  ______________________________________________________________________
 HM0310  GEOID HEIGHT    -        -20.041 (meters)                     GEOID18
 HM0310  DYNAMIC HEIGHT  -       1575.176 (meters)     5167.89  (feet) COMP
 HM0310  MODELED GRAVITY -    979,436.5   (mgal)                       NAVD 88
 HM0310
 HM0310  VERT ORDER      -  FIRST     CLASS II
 HM0310
 HM0310.The horizontal coordinates were established by autonomous hand held GPS
 HM0310.observations and have an estimated accuracy of +/- 10 meters.
 HM0310
 HM0310.The orthometric height was determined by differential leveling and
 HM0310.adjusted by the NATIONAL GEODETIC SURVEY
 HM0310.in June 1991.
 HM0310
 HM0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0310.GEOID18 height accuracy estimate available here.
 HM0310
 HM0310.Click photographs - Photos may exist for this station.
 HM0310
 HM0310.The dynamic height is computed by dividing the NAVD 88
 HM0310.geopotential number by the normal gravity value computed on the
 HM0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0310.degrees latitude (g = 980.6199 gals.).
 HM0310
 HM0310.The modeled gravity was interpolated from observed gravity values.
 HM0310
 HM0310;                    North         East    Units  Estimated Accuracy
 HM0310;SPC UT S     - 3,100,787.      669,894.      MT  (+/- 10 meters HH2 GPS)
 HM0310
 HM0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG2568857844(NAD 83)
 HM0310
 HM0310                          SUPERSEDED SURVEY CONTROL
 HM0310
 HM0310  NGVD 29 (??/??/92) 1575.950  (m)         5170.43   (f) ADJ UNCH    1 2
 HM0310
 HM0310.Superseded values are not recommended for survey control.
 HM0310
 HM0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0310.See file dsdata.pdf to determine how the superseded data were derived.
 HM0310
 HM0310_MARKER: DB = BENCH MARK DISK
 HM0310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HM0310_SP_SET: ABUTMENT
 HM0310_STAMPING: W 117 1958
 HM0310_MARK LOGO: CGS
 HM0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0310
 HM0310  HISTORY     - Date     Condition        Report By
 HM0310  HISTORY     - 1958     MONUMENTED       CGS
 HM0310  HISTORY     - 1959     GOOD             CGS
 HM0310  HISTORY     - 1979     GOOD             NGS
 HM0310  HISTORY     - 1979     GOOD             NGS
 HM0310  HISTORY     - 20120906 GOOD             GEOCAC
 HM0310
 HM0310                          STATION DESCRIPTION
 HM0310
 HM0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0310'9.9 MI SW FROM BLANDING.
 HM0310'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0310'BLANDING, THENCE 6.0 MILES WEST ALONG STATE HIGHWAY 95, IN THE TOP OF
 HM0310'THE SOUTH END OF THE EAST ABUTMENT OF THE BRIDGE OVER COTTONWOOD
 HM0310'CREEK, 18 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 5 1/2 FEET
 HM0310'WEST OF THE EAST END OF THE CURB, 1 FOOT SOUTH OF THE GUARD RAIL AND
 HM0310'LEVEL WITH THE HIGHWAY.
 HM0310
 HM0310                          STATION RECOVERY (1979)
 HM0310
 HM0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0310'RECOVERED IN GOOD CONDITION.
 HM0310
 HM0310                          STATION RECOVERY (1979)
 HM0310
 HM0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0310'RECOVERED IN GOOD CONDITION.
 HM0310
 HM0310                          STATION RECOVERY (2012)
 HM0310
 HM0310'RECOVERY NOTE BY GEOCACHING 2012 (BA)
 HM0310'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0325 ***********************************************************************
 HN0325  DESIGNATION -  W 12
 HN0325  PID         -  HN0325
 HN0325  STATE/COUNTY-  UT/GARFIELD
 HN0325  COUNTRY     -  US
 HN0325  USGS QUAD   -  DEER POINT (2017)
 HN0325
 HN0325                         *CURRENT SURVEY CONTROL
 HN0325  ______________________________________________________________________
 HN0325* NAD 83(1986) POSITION- 37 42 02.     (N) 110 55 47.     (W)   SCALED
 HN0325* NAVD 88 ORTHO HEIGHT -  1338.210 (meters)     4390.44  (feet) POSTED
 HN0325  ______________________________________________________________________
 HN0325  GEOID HEIGHT    -        -21.419 (meters)                     GEOID18
 HN0325  DYNAMIC HEIGHT  -       1336.69  (meters)     4385.5   (feet) COMP
 HN0325  MODELED GRAVITY -    979,446.9   (mgal)                       NAVD 88
 HN0325
 HN0325  VERT ORDER      -  * POSTED, SEE BELOW
 HN0325
 HN0325.The horizontal coordinates were scaled from a map and have
 HN0325.an estimated accuracy of +/- 6 seconds.
 HN0325
 HN0325.The orthometric height was determined by differential leveling
 HN0325.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0325
 HN0325.* This is a POSTED BENCH MARK height.
 HN0325
 HN0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0325.GEOID18 height accuracy estimate available here.
 HN0325
 HN0325.Click photographs - Photos may exist for this station.
 HN0325
 HN0325.The dynamic height is computed by dividing the NAVD 88
 HN0325.geopotential number by the normal gravity value computed on the
 HN0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0325.degrees latitude (g = 980.6199 gals.).
 HN0325
 HN0325.The modeled gravity was interpolated from observed gravity values.
 HN0325
 HN0325;                    North         East    Units  Estimated Accuracy
 HN0325;SPC UT S     - 3,114,900.      550,290.      MT  (+/- 180 meters Scaled)
 HN0325
 HN0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG061725(NAD 83)
 HN0325
 HN0325                          SUPERSEDED SURVEY CONTROL
 HN0325
 HN0325  NGVD 29 (??/??/92) 1337.083  (m)         4386.75   (f) ADJ UNCH    1 2
 HN0325
 HN0325.Superseded values are not recommended for survey control.
 HN0325
 HN0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0325.See file dsdata.pdf to determine how the superseded data were derived.
 HN0325
 HN0325_MARKER: DB = BENCH MARK DISK
 HN0325_SETTING: 66 = SET IN ROCK OUTCROP
 HN0325_STAMPING: W 12 1921
 HN0325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0325+STABILITY: POSITION/ELEVATION WELL
 HN0325
 HN0325  HISTORY     - Date     Condition        Report By
 HN0325  HISTORY     - 1921     MONUMENTED       CGS
 HN0325
 HN0325                          STATION DESCRIPTION
 HN0325
 HN0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 HN0325'5.25 MI S FROM MULEY TANKS.
 HN0325'5-1/4 MILES SOUTH OF MULEY TANKS, GARFIELD COUNTY, 200 FEET SOUTH OF
 HN0325'THE POINT WHERE HALL CREEK BENDS TO THE RIGHT AFTER HEADING INTO A RED
 HN0325'SANDSTONE WALL, 150 FEET WEST OF THE CENTERLINE OF THE CREEK, NEAR A
 HN0325'CAIRN, IN SOLID ROCK, AND ABOUT 2 FEET HIGHER THAN THE GROUND. A
 HN0325'STANDARD DISK, STAMPED W 12 1921.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0313 ***********************************************************************
 HO0313  DESIGNATION -  W 123
 HO0313  PID         -  HO0313
 HO0313  STATE/COUNTY-  UT/WASHINGTON
 HO0313  COUNTRY     -  US
 HO0313  USGS QUAD   -  ENTERPRISE (2017)
 HO0313
 HO0313                         *CURRENT SURVEY CONTROL
 HO0313  ______________________________________________________________________
 HO0313* NAD 83(1986) POSITION- 37 33 20.     (N) 113 41 21.     (W)   SCALED
 HO0313* NAVD 88 ORTHO HEIGHT -  1687.249 (meters)     5535.58  (feet) ADJUSTED
 HO0313  ______________________________________________________________________
 HO0313  GEOID HEIGHT    -        -23.216 (meters)                     GEOID18
 HO0313  DYNAMIC HEIGHT  -       1685.320 (meters)     5529.25  (feet) COMP
 HO0313  MODELED GRAVITY -    979,427.3   (mgal)                       NAVD 88
 HO0313
 HO0313  VERT ORDER      -  SECOND    CLASS 0
 HO0313
 HO0313.The horizontal coordinates were scaled from a map and have
 HO0313.an estimated accuracy of +/- 6 seconds.
 HO0313
 HO0313.The orthometric height was determined by differential leveling and
 HO0313.adjusted by the NATIONAL GEODETIC SURVEY
 HO0313.in June 1991.
 HO0313
 HO0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0313.GEOID18 height accuracy estimate available here.
 HO0313
 HO0313.Click photographs - Photos may exist for this station.
 HO0313
 HO0313.The dynamic height is computed by dividing the NAVD 88
 HO0313.geopotential number by the normal gravity value computed on the
 HO0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0313.degrees latitude (g = 980.6199 gals.).
 HO0313
 HO0313.The modeled gravity was interpolated from observed gravity values.
 HO0313
 HO0313;                    North         East    Units  Estimated Accuracy
 HO0313;SPC UT S     - 3,100,920.      306,590.      MT  (+/- 180 meters Scaled)
 HO0313
 HO0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG624599(NAD 83)
 HO0313
 HO0313                          SUPERSEDED SURVEY CONTROL
 HO0313
 HO0313  NGVD 29 (??/??/92) 1686.140  (m)         5531.94   (f) ADJ UNCH    2 0
 HO0313
 HO0313.Superseded values are not recommended for survey control.
 HO0313
 HO0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0313.See file dsdata.pdf to determine how the superseded data were derived.
 HO0313
 HO0313_MARKER: DB = BENCH MARK DISK
 HO0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0313_STAMPING: W 123 1934
 HO0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0313+STABILITY: SURFACE MOTION
 HO0313
 HO0313  HISTORY     - Date     Condition        Report By
 HO0313  HISTORY     - 1934     MONUMENTED       CGS
 HO0313  HISTORY     - 1972     GOOD             USGS
 HO0313
 HO0313                          STATION DESCRIPTION
 HO0313
 HO0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0313'2.6 MI S FROM ENTERPRISE.
 HO0313'2.6 MILES SOUTH ALONG THE 1934 ROUTE OF STATE HIGHWAY 18 FROM
 HO0313'ENTERPRISE, WASHINGTON COUNTY, 0.4 MILE SOUTH OF A DIXIE NATIONAL
 HO0313'FOREST BOUNDARY SIGN, 139 FEET SOUTH OF THE SOUTH END OF A 12-FOOT
 HO0313'WOODEN BRIDGE, AND 21 FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY.
 HO0313'A STANDARD DISK, STAMPED W 123 1934 AND SET IN THE TOP OF A CONCRETE
 HO0313'POST.
 HO0313
 HO0313                          STATION RECOVERY (1972)
 HO0313
 HO0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HO0313'2.4 MILES SOUTH ALONG STATE HIGHWAY 18 FROM ENTERPRISE, WASHINGTON
 HO0313'COUNTY, 0.4 MILES SOUTH OF A DIXIE NATIONAL FOREST BOUNDARY SIGN, 161
 HO0313'FEET SOUTH OF THE CENTER OF A CULVERT OVER COTTONWOOD WASH, 40 FEET
 HO0313'EAST, AND 6.3 FEET LOWER THAN THE CENTERLINE OF THE HIGHWAY. A
 HO0313'STANDARD DISK, STAMPED W 123 1934 SET IN THE TOP OF A CONCRETE POST
 HO0313'PROJECTING 0.2 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0461 ***********************************************************************
 MR0461  DESIGNATION -  W 125
 MR0461  PID         -  MR0461
 MR0461  STATE/COUNTY-  UT/CACHE
 MR0461  COUNTRY     -  US
 MR0461  USGS QUAD   -  MOUNT ELMER (2017)
 MR0461
 MR0461                         *CURRENT SURVEY CONTROL
 MR0461  ______________________________________________________________________
 MR0461* NAD 83(1986) POSITION- 41 47 35.     (N) 111 38 44.     (W)   SCALED
 MR0461* NAVD 88 ORTHO HEIGHT -  1614.755 (meters)     5297.74  (feet) ADJUSTED
 MR0461  ______________________________________________________________________
 MR0461  GEOID HEIGHT    -        -14.702 (meters)                     GEOID18
 MR0461  DYNAMIC HEIGHT  -       1613.483 (meters)     5293.57  (feet) COMP
 MR0461  MODELED GRAVITY -    979,778.9   (mgal)                       NAVD 88
 MR0461
 MR0461  VERT ORDER      -  SECOND    CLASS 0
 MR0461
 MR0461.The horizontal coordinates were scaled from a map and have
 MR0461.an estimated accuracy of +/- 6 seconds.
 MR0461
 MR0461.The orthometric height was determined by differential leveling and
 MR0461.adjusted by the NATIONAL GEODETIC SURVEY
 MR0461.in June 1991.
 MR0461
 MR0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0461.GEOID18 height accuracy estimate available here.
 MR0461
 MR0461.Click photographs - Photos may exist for this station.
 MR0461
 MR0461.The dynamic height is computed by dividing the NAVD 88
 MR0461.geopotential number by the normal gravity value computed on the
 MR0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0461.degrees latitude (g = 980.6199 gals.).
 MR0461
 MR0461.The modeled gravity was interpolated from observed gravity values.
 MR0461
 MR0461;                    North         East    Units  Estimated Accuracy
 MR0461;SPC UT N     - 1,162,120.      487,900.      MT  (+/- 180 meters Scaled)
 MR0461
 MR0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM463270(NAD 83)
 MR0461
 MR0461                          SUPERSEDED SURVEY CONTROL
 MR0461
 MR0461  NGVD 29 (??/??/92) 1613.584  (m)         5293.90   (f) ADJ UNCH    2 0
 MR0461
 MR0461.Superseded values are not recommended for survey control.
 MR0461
 MR0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0461.See file dsdata.pdf to determine how the superseded data were derived.
 MR0461
 MR0461_MARKER: DB = BENCH MARK DISK
 MR0461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0461_SP_SET: CULVERT
 MR0461_STAMPING: W 125 1934
 MR0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0461
 MR0461  HISTORY     - Date     Condition        Report By
 MR0461  HISTORY     - 1934     MONUMENTED       CGS
 MR0461  HISTORY     - 1969     MARK NOT FOUND   USGS
 MR0461
 MR0461                          STATION DESCRIPTION
 MR0461
 MR0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0461'12.3 MI NE FROM LOGAN.
 MR0461'ABOUT 12.3 MILES NORTHEAST ALONG U.S. HIGHWAY 89 FROM THE JUNIOR HIGH
 MR0461'SCHOOL AT LOGAN, CACHE COUNTY, ABOUT 100 FEET SOUTHEAST OF THE CHINA
 MR0461'ROW CAMP SIGNBOARD, ABOUT 75 FEET NORTHWEST OF A LARGE BOULDER
 MR0461'SOUTHWEST OF THE HIGHWAY, ABOUT 70 FEET SOUTHEAST OF THE CENTER LINE
 MR0461'OF THE DRIVEWAY LEADING TO THE CHINA ROW CAMP, AT A CULVERT, IN THE
 MR0461'TOP OF THE SOUTHWEST HEAD WALL, AND 16 FEET SOUTHWEST OF THE CENTER
 MR0461'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED W 125 1934.  NOTE-- THE
 MR0461'CULVERT HEAD WALL MENTIONED IN THE DESCRIPTION HAS BEEN DESTROYED.
 MR0461'THERE HAS BEEN ROAD WORK IN THE AREA AND I THINK THE MARK HAS BEEN
 MR0461'DESTROYED.
 MR0461
 MR0461                          STATION RECOVERY (1969)
 MR0461
 MR0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MR0461'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0259 ***********************************************************************
 MR0259  DESIGNATION -  W 126
 MR0259  PID         -  MR0259
 MR0259  STATE/COUNTY-  UT/RICH
 MR0259  COUNTRY     -  US
 MR0259  USGS QUAD   -  LEEFE (2018)
 MR0259
 MR0259                         *CURRENT SURVEY CONTROL
 MR0259  ______________________________________________________________________
 MR0259* NAD 83(1986) POSITION- 41 46 10.     (N) 111 07 26.     (W)   SCALED
 MR0259* NAVD 88 ORTHO HEIGHT -  1907.226 (meters)     6257.29  (feet) ADJUSTED
 MR0259  ______________________________________________________________________
 MR0259  GEOID HEIGHT    -        -14.632 (meters)                     GEOID18
 MR0259  DYNAMIC HEIGHT  -       1905.648 (meters)     6252.11  (feet) COMP
 MR0259  MODELED GRAVITY -    979,728.0   (mgal)                       NAVD 88
 MR0259
 MR0259  VERT ORDER      -  SECOND    CLASS 0
 MR0259
 MR0259.The horizontal coordinates were scaled from a map and have
 MR0259.an estimated accuracy of +/- 6 seconds.
 MR0259
 MR0259.The orthometric height was determined by differential leveling and
 MR0259.adjusted by the NATIONAL GEODETIC SURVEY
 MR0259.in June 1991.
 MR0259
 MR0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0259.GEOID18 height accuracy estimate available here.
 MR0259
 MR0259.Click photographs - Photos may exist for this station.
 MR0259
 MR0259.The dynamic height is computed by dividing the NAVD 88
 MR0259.geopotential number by the normal gravity value computed on the
 MR0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0259.degrees latitude (g = 980.6199 gals.).
 MR0259
 MR0259.The modeled gravity was interpolated from observed gravity values.
 MR0259
 MR0259;                    North         East    Units  Estimated Accuracy
 MR0259;SPC UT N     - 1,159,550.      531,270.      MT  (+/- 180 meters Scaled)
 MR0259
 MR0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM897241(NAD 83)
 MR0259
 MR0259                          SUPERSEDED SURVEY CONTROL
 MR0259
 MR0259  NGVD 29 (??/??/92) 1905.940  (m)         6253.07   (f) ADJ UNCH    2 0
 MR0259
 MR0259.Superseded values are not recommended for survey control.
 MR0259
 MR0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0259.See file dsdata.pdf to determine how the superseded data were derived.
 MR0259
 MR0259_MARKER: DB = BENCH MARK DISK
 MR0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0259_STAMPING: W 126 1934
 MR0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0259+STABILITY: SURFACE MOTION
 MR0259
 MR0259  HISTORY     - Date     Condition        Report By
 MR0259  HISTORY     - 1934     MONUMENTED       CGS
 MR0259  HISTORY     - 1969     GOOD             USGS
 MR0259
 MR0259                          STATION DESCRIPTION
 MR0259
 MR0259'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 MR0259'0.9 MI NW FROM SAGE CREEK JCT.
 MR0259'RANDOLPH, 8.2 MILES NORTHEAST OF ALONG STATE HWY. 16.  AT SOUTH WYE OF
 MR0259'SAGE CREEK JUNCTION, 225 FT. SOUTHWEST OF ROAD FORK, 170 FT. WEST OF
 MR0259'CENTER OF HWY, 185 FEET NORTH OF SAGE CREEK, 180 FEET SOUTH OF A
 MR0259'FENCE, 150 NW OF WEST HEADWALL OF CULVERT, 120 FT. WEST OF A TELEPHONE
 MR0259'POLE, 2 FT. EAST OF WITNESS POST, AND SET IN TOP OF CONCRETE POST,
 MR0259'PROJECTING 0.3 FT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0206 ***********************************************************************
 KN0206  DESIGNATION -  W 131
 KN0206  PID         -  KN0206
 KN0206  STATE/COUNTY-  UT/SANPETE
 KN0206  COUNTRY     -  US
 KN0206  USGS QUAD   -  FAIRVIEW LAKES (2017)
 KN0206
 KN0206                         *CURRENT SURVEY CONTROL
 KN0206  ______________________________________________________________________
 KN0206* NAD 83(1986) POSITION- 39 40 36.2    (N) 111 19 22.5    (W)   HD_HELD2
 KN0206* NAVD 88 ORTHO HEIGHT -  2637.813 (meters)     8654.22  (feet) ADJUSTED
 KN0206  ______________________________________________________________________
 KN0206  GEOID HEIGHT    -        -16.178 (meters)                     GEOID18
 KN0206  DYNAMIC HEIGHT  -       2634.817 (meters)     8644.40  (feet) COMP
 KN0206  MODELED GRAVITY -    979,394.3   (mgal)                       NAVD 88
 KN0206
 KN0206  VERT ORDER      -  SECOND    CLASS 0
 KN0206
 KN0206.The horizontal coordinates were established by autonomous hand held GPS
 KN0206.observations and have an estimated accuracy of +/- 10 meters.
 KN0206
 KN0206.The orthometric height was determined by differential leveling and
 KN0206.adjusted by the NATIONAL GEODETIC SURVEY
 KN0206.in June 1991.
 KN0206
 KN0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0206.GEOID18 height accuracy estimate available here.
 KN0206
 KN0206.Click photographs - Photos may exist for this station.
 KN0206
 KN0206.The dynamic height is computed by dividing the NAVD 88
 KN0206.geopotential number by the normal gravity value computed on the
 KN0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0206.degrees latitude (g = 980.6199 gals.).
 KN0206
 KN0206.The modeled gravity was interpolated from observed gravity values.
 KN0206
 KN0206;                    North         East    Units  Estimated Accuracy
 KN0206;SPC UT C     - 2,149,156.      515,191.      MT  (+/- 10 meters HH2 GPS)
 KN0206
 KN0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ7230691927(NAD 83)
 KN0206
 KN0206                          SUPERSEDED SURVEY CONTROL
 KN0206
 KN0206  NGVD 29 (??/??/92) 2636.444  (m)         8649.73   (f) ADJ UNCH    2 0
 KN0206
 KN0206.Superseded values are not recommended for survey control.
 KN0206
 KN0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0206.See file dsdata.pdf to determine how the superseded data were derived.
 KN0206
 KN0206_MARKER: DB = BENCH MARK DISK
 KN0206_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0206_SP_SET: SPRING WELL
 KN0206_STAMPING: W 131 1935
 KN0206_MARK LOGO: CGS
 KN0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0206+STABILITY: SURFACE MOTION
 KN0206
 KN0206  HISTORY     - Date     Condition        Report By
 KN0206  HISTORY     - 1935     MONUMENTED       CGS
 KN0206
 KN0206                          STATION DESCRIPTION
 KN0206
 KN0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0206'8.1 MI E FROM FAIRVIEW.
 KN0206'ABOUT 8.1 MILES EAST ALONG STATE HIGHWAY 31 FROM THE POST OFFICE AT
 KN0206'FAIRVIEW, SANPETE COUNTY, BETWEEN TWO CURVES, 36 FEET NORTH OF THE
 KN0206'CENTER LINE OF THE HIGHWAY, AT A SPRING WELL, AND IN THE TOP OF THE
 KN0206'SOUTHWEST CORNER OF THE CONCRETE BASE.  A STANDARD DISK, STAMPED W 131
 KN0206'1935.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0299 ***********************************************************************
 MR0299  DESIGNATION -  W 132
 MR0299  PID         -  MR0299
 MR0299  STATE/COUNTY-  UT/SUMMIT
 MR0299  COUNTRY     -  US
 MR0299  USGS QUAD   -  SHEARING CORRAL (2017)
 MR0299
 MR0299                         *CURRENT SURVEY CONTROL
 MR0299  ______________________________________________________________________
 MR0299* NAD 83(1986) POSITION- 41 08 38.     (N) 111 09 36.     (W)   SCALED
 MR0299* NAVD 88 ORTHO HEIGHT -  1974.252 (meters)     6477.19  (feet) ADJUSTED
 MR0299  ______________________________________________________________________
 MR0299  GEOID HEIGHT    -        -15.431 (meters)                     GEOID18
 MR0299  DYNAMIC HEIGHT  -       1972.451 (meters)     6471.28  (feet) COMP
 MR0299  MODELED GRAVITY -    979,641.3   (mgal)                       NAVD 88
 MR0299
 MR0299  VERT ORDER      -  FIRST     CLASS II
 MR0299
 MR0299.The horizontal coordinates were scaled from a map and have
 MR0299.an estimated accuracy of +/- 6 seconds.
 MR0299
 MR0299.The orthometric height was determined by differential leveling and
 MR0299.adjusted by the NATIONAL GEODETIC SURVEY
 MR0299.in June 1991.
 MR0299
 MR0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0299.GEOID18 height accuracy estimate available here.
 MR0299
 MR0299.Click photographs - Photos may exist for this station.
 MR0299
 MR0299.The dynamic height is computed by dividing the NAVD 88
 MR0299.geopotential number by the normal gravity value computed on the
 MR0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0299.degrees latitude (g = 980.6199 gals.).
 MR0299
 MR0299.The modeled gravity was interpolated from observed gravity values.
 MR0299
 MR0299;                    North         East    Units  Estimated Accuracy
 MR0299;SPC UT N     - 1,090,070.      528,540.      MT  (+/- 180 meters Scaled)
 MR0299
 MR0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL865547(NAD 83)
 MR0299
 MR0299                          SUPERSEDED SURVEY CONTROL
 MR0299
 MR0299  NGVD 29 (??/??/92) 1972.865  (m)         6472.64   (f) ADJ UNCH    1 2
 MR0299
 MR0299.Superseded values are not recommended for survey control.
 MR0299
 MR0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0299.See file dsdata.pdf to determine how the superseded data were derived.
 MR0299
 MR0299_MARKER: DB = BENCH MARK DISK
 MR0299_SETTING: 66 = SET IN ROCK OUTCROP
 MR0299_STAMPING: W 132 1958
 MR0299_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0299+STABILITY: POSITION/ELEVATION WELL
 MR0299
 MR0299  HISTORY     - Date     Condition        Report By
 MR0299  HISTORY     - 1958     MONUMENTED       CGS
 MR0299  HISTORY     - 1966     MARK NOT FOUND   USGS
 MR0299  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0299
 MR0299                          STATION DESCRIPTION
 MR0299
 MR0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0299'5.65 MI SW FROM WAHSATCH.
 MR0299'ABOUT 5.65 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0299'STATION AT WAHSATCH, ABOUT 0.25 MILE SOUTH OF MILEPOST 933, SET
 MR0299'VERTICALLY IN THE WEST FACE OF A LARGE RED SANDSTONE LEDGE, ABOUT THE
 MR0299'CENTER OF A CURVE, 19 FEET EAST OF THE EAST RAIL, AND ABOUT LEVEL WITH
 MR0299'THE TRACKS.  NOTE-- PROBABLY COVERED UP OR DESTROYED IN REMOVAL OF
 MR0299'SLIDE.
 MR0299
 MR0299                          STATION RECOVERY (1966)
 MR0299
 MR0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MR0299'MARK NOT FOUND.
 MR0299
 MR0299                          STATION RECOVERY (1983)
 MR0299
 MR0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0299'NOTE=THERE HAS BEEN EXTENSIVE RAILROAD CONSTRUCTION AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0366 ***********************************************************************
 MR0366  DESIGNATION -  W 134
 MR0366  PID         -  MR0366
 MR0366  STATE/COUNTY-  UT/MORGAN
 MR0366  COUNTRY     -  US
 MR0366  USGS QUAD   -  PETERSON (2017)
 MR0366
 MR0366                         *CURRENT SURVEY CONTROL
 MR0366  ______________________________________________________________________
 MR0366* NAD 83(1986) POSITION- 41 06 51.7    (N) 111 45 52.6    (W)   HD_HELD2
 MR0366* NAVD 88 ORTHO HEIGHT -  1492.989 (meters)     4898.25  (feet) ADJUSTED
 MR0366  ______________________________________________________________________
 MR0366  GEOID HEIGHT    -        -16.261 (meters)                     GEOID18
 MR0366  DYNAMIC HEIGHT  -       1491.759 (meters)     4894.21  (feet) COMP
 MR0366  MODELED GRAVITY -    979,748.8   (mgal)                       NAVD 88
 MR0366
 MR0366  VERT ORDER      -  FIRST     CLASS II
 MR0366
 MR0366.The horizontal coordinates were established by autonomous hand held GPS
 MR0366.observations and have an estimated accuracy of +/- 10 meters.
 MR0366
 MR0366.The orthometric height was determined by differential leveling and
 MR0366.adjusted by the NATIONAL GEODETIC SURVEY
 MR0366.in June 1991.
 MR0366
 MR0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0366.GEOID18 height accuracy estimate available here.
 MR0366
 MR0366.Click photographs - Photos may exist for this station.
 MR0366
 MR0366.The dynamic height is computed by dividing the NAVD 88
 MR0366.geopotential number by the normal gravity value computed on the
 MR0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0366.degrees latitude (g = 980.6199 gals.).
 MR0366
 MR0366.The modeled gravity was interpolated from observed gravity values.
 MR0366
 MR0366;                    North         East    Units  Estimated Accuracy
 MR0366;SPC UT N     - 1,086,766.      477,776.      MT  (+/- 10 meters HH2 GPS)
 MR0366
 MR0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3580651734(NAD 83)
 MR0366
 MR0366                          SUPERSEDED SURVEY CONTROL
 MR0366
 MR0366  NGVD 29 (??/??/92) 1491.822  (m)         4894.42   (f) SUPERSEDED  1 2
 MR0366  NGVD 29 (06/08/92) 1491.894  (m)         4894.66   (f) ADJUSTED    1 2
 MR0366
 MR0366.Superseded values are not recommended for survey control.
 MR0366
 MR0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0366.See file dsdata.pdf to determine how the superseded data were derived.
 MR0366
 MR0366_MARKER: DB = BENCH MARK DISK
 MR0366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0366_SP_SET: ABUTMENT
 MR0366_STAMPING: W 134 1958
 MR0366_MARK LOGO: CGS
 MR0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0366
 MR0366  HISTORY     - Date     Condition        Report By
 MR0366  HISTORY     - 1958     MONUMENTED       CGS
 MR0366  HISTORY     - 1983     GOOD             NGS
 MR0366
 MR0366                          STATION DESCRIPTION
 MR0366
 MR0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0366'7.1 MI NW FROM MORGAN.
 MR0366'ABOUT 7.1 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0366'STATION AT MORGAN, 4 1/2 TELEPHONE POLES NORTHWEST OF MILE POST 975,
 MR0366'IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF
 MR0366'BRIDGE NUMBER 975.10, ON THE INSIDE OF A LONG CURVE, 8 FEET NORTHEAST
 MR0366'OF THE NEAR RAIL, AND 2 1/2 FEET BELOW THE TRACK.
 MR0366
 MR0366                          STATION RECOVERY (1983)
 MR0366
 MR0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0366'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MR0366'EXCEPTION OF, ADD 0.2 KM (0.1 MI) SOUTH OF A HIGHWAY OVERPASS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0343 ***********************************************************************
 MR0343  DESIGNATION -  W 135
 MR0343  PID         -  MR0343
 MR0343  STATE/COUNTY-  UT/SUMMIT
 MR0343  COUNTRY     -  US
 MR0343  USGS QUAD   -  DEVILS SLIDE (2017)
 MR0343
 MR0343                         *CURRENT SURVEY CONTROL
 MR0343  ______________________________________________________________________
 MR0343* NAD 83(1986) POSITION- 41 01 56.     (N) 111 30 14.     (W)   SCALED
 MR0343* NAVD 88 ORTHO HEIGHT -  1619.145 (meters)     5312.14  (feet) ADJUSTED
 MR0343  ______________________________________________________________________
 MR0343  GEOID HEIGHT    -        -16.118 (meters)                     GEOID18
 MR0343  DYNAMIC HEIGHT  -       1617.734 (meters)     5307.52  (feet) COMP
 MR0343  MODELED GRAVITY -    979,696.6   (mgal)                       NAVD 88
 MR0343
 MR0343  VERT ORDER      -  FIRST     CLASS II
 MR0343
 MR0343.The horizontal coordinates were scaled from a map and have
 MR0343.an estimated accuracy of +/- 6 seconds.
 MR0343
 MR0343.The orthometric height was determined by differential leveling and
 MR0343.adjusted by the NATIONAL GEODETIC SURVEY
 MR0343.in June 1991.
 MR0343
 MR0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0343.GEOID18 height accuracy estimate available here.
 MR0343
 MR0343.Click photographs - Photos may exist for this station.
 MR0343
 MR0343.The dynamic height is computed by dividing the NAVD 88
 MR0343.geopotential number by the normal gravity value computed on the
 MR0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0343.degrees latitude (g = 980.6199 gals.).
 MR0343
 MR0343.The modeled gravity was interpolated from observed gravity values.
 MR0343
 MR0343;                    North         East    Units  Estimated Accuracy
 MR0343;SPC UT N     - 1,077,610.      499,670.      MT  (+/- 180 meters Scaled)
 MR0343
 MR0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL576424(NAD 83)
 MR0343
 MR0343                          SUPERSEDED SURVEY CONTROL
 MR0343
 MR0343  NGVD 29 (??/??/92) 1617.895  (m)         5308.04   (f) SUPERSEDED  1 2
 MR0343  NGVD 29 (06/08/92) 1617.972  (m)         5308.30   (f) ADJUSTED    1 2
 MR0343
 MR0343.Superseded values are not recommended for survey control.
 MR0343
 MR0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0343.See file dsdata.pdf to determine how the superseded data were derived.
 MR0343
 MR0343_MARKER: DB = BENCH MARK DISK
 MR0343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0343_SP_SET: FOUNDATION
 MR0343_STAMPING: W 135 1958
 MR0343_MARK LOGO: CGS
 MR0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0343
 MR0343  HISTORY     - Date     Condition        Report By
 MR0343  HISTORY     - 1958     MONUMENTED       CGS
 MR0343  HISTORY     - 1983     GOOD             NGS
 MR0343
 MR0343                          STATION DESCRIPTION
 MR0343
 MR0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0343'2.9 MI SE FROM DEVILS SLIDE.
 MR0343'ABOUT 2.9 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0343'STATION AT DEVILS SLIDE, 12 1/2 TELEPHONE POLES SOUTHEAST OF MILE POST
 MR0343'958, IN THE TOP OF THE NORTH CORNER OF THE CONCRETE FOUNDATION OF
 MR0343'OVERHEAD SIGNAL NUMBER 957.7, 5 FEET SOUTHWEST OF THE NEAR RAIL, AND
 MR0343'ABOUT LEVEL WITH THE TRACK.
 MR0343
 MR0343                          STATION RECOVERY (1983)
 MR0343
 MR0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0343'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0094 ***********************************************************************
 HO0094  DESIGNATION -  W 137
 HO0094  PID         -  HO0094
 HO0094  STATE/COUNTY-  UT/KANE
 HO0094  COUNTRY     -  US
 HO0094  USGS QUAD   -  PETRIFIED HOLLOW (2017)
 HO0094
 HO0094                         *CURRENT SURVEY CONTROL
 HO0094  ______________________________________________________________________
 HO0094* NAD 83(1986) POSITION- 37 03 01.     (N) 112 12 15.     (W)   SCALED
 HO0094* NAVD 88 ORTHO HEIGHT -  1660.129 (meters)     5446.61  (feet) ADJUSTED
 HO0094  ______________________________________________________________________
 HO0094  GEOID HEIGHT    -        -22.150 (meters)                     GEOID18
 HO0094  DYNAMIC HEIGHT  -       1658.164 (meters)     5440.16  (feet) COMP
 HO0094  MODELED GRAVITY -    979,388.7   (mgal)                       NAVD 88
 HO0094
 HO0094  VERT ORDER      -  FIRST     CLASS II
 HO0094
 HO0094.The horizontal coordinates were scaled from a map and have
 HO0094.an estimated accuracy of +/- 6 seconds.
 HO0094
 HO0094.The orthometric height was determined by differential leveling and
 HO0094.adjusted by the NATIONAL GEODETIC SURVEY
 HO0094.in June 1991.
 HO0094
 HO0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0094.GEOID18 height accuracy estimate available here.
 HO0094
 HO0094.Click photographs - Photos may exist for this station.
 HO0094
 HO0094.The dynamic height is computed by dividing the NAVD 88
 HO0094.geopotential number by the normal gravity value computed on the
 HO0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0094.degrees latitude (g = 980.6199 gals.).
 HO0094
 HO0094.The modeled gravity was interpolated from observed gravity values.
 HO0094
 HO0094;                    North         East    Units  Estimated Accuracy
 HO0094;SPC UT S     - 3,042,810.      437,360.      MT  (+/- 180 meters Scaled)
 HO0094
 HO0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG929011(NAD 83)
 HO0094
 HO0094                          SUPERSEDED SURVEY CONTROL
 HO0094
 HO0094  NGVD 29 (??/??/92) 1659.137  (m)         5443.35   (f) ADJ UNCH    1 2
 HO0094
 HO0094.Superseded values are not recommended for survey control.
 HO0094
 HO0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0094.See file dsdata.pdf to determine how the superseded data were derived.
 HO0094
 HO0094_MARKER: DB = BENCH MARK DISK
 HO0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HO0094_SP_SET: BRIDGE
 HO0094_STAMPING: W 137 1962
 HO0094_MARK LOGO: CGS
 HO0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0094
 HO0094  HISTORY     - Date     Condition        Report By
 HO0094  HISTORY     - 1962     MONUMENTED       CGS
 HO0094  HISTORY     - 1983     GOOD             NGS
 HO0094
 HO0094                          STATION DESCRIPTION
 HO0094
 HO0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0094'19.25 MI E FROM KANAB.
 HO0094'ABOUT 19.25 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY
 HO0094'SAINTS CHURCH AT KANAB, 0.1 MILE SOUTHWEST OF HIGHWAY MILEPOST NUMBER
 HO0094'19, 24 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, ABOUT LEVEL
 HO0094'WITH THE HIGHWAY, AND SET IN THE TOP OF THE NORTHEAST END OF THE
 HO0094'NORTHWEST CONCRETE HEADWALL OF A CONCRETE BRIDGE OVER PETRIFIED HOLLOW
 HO0094'WASH.
 HO0094
 HO0094                          STATION RECOVERY (1983)
 HO0094
 HO0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0094'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  30.15 KM
 HO0094'(18.85 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0094'SAINTS IN KANAB, IN TOP OF THE NORTHEAST END OF THE NORTHWEST HEADWALL
 HO0094'FOR A SMALL BRIDGE OVER PETRIFIED HOLLOW WASH, 0.55 KM (0.35 MI)
 HO0094'NORTHEAST OF MILEPOST 46, 7.3 METERS (24 FT) NORTHWEST OF THE HIGHWAY
 HO0094'CENTERLINE.
 HO0094'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0518 ***********************************************************************
 HN0518  DESIGNATION -  W 138
 HN0518  PID         -  HN0518
 HN0518  STATE/COUNTY-  UT/KANE
 HN0518  COUNTRY     -  US
 HN0518  USGS QUAD   -  FIVEMILE VALLEY (2017)
 HN0518
 HN0518                         *CURRENT SURVEY CONTROL
 HN0518  ______________________________________________________________________
 HN0518* NAD 83(1986) POSITION- 37 08 41.5    (N) 111 58 24.5    (W)   HD_HELD2
 HN0518* NAVD 88 ORTHO HEIGHT -  1486.933 (meters)     4878.38  (feet) ADJUSTED
 HN0518  ______________________________________________________________________
 HN0518  GEOID HEIGHT    -        -22.427 (meters)                     GEOID18
 HN0518  DYNAMIC HEIGHT  -       1485.216 (meters)     4872.75  (feet) COMP
 HN0518  MODELED GRAVITY -    979,424.3   (mgal)                       NAVD 88
 HN0518
 HN0518  VERT ORDER      -  FIRST     CLASS II
 HN0518
 HN0518.The horizontal coordinates were established by autonomous hand held GPS
 HN0518.observations and have an estimated accuracy of +/- 10 meters.
 HN0518
 HN0518.The orthometric height was determined by differential leveling and
 HN0518.adjusted by the NATIONAL GEODETIC SURVEY
 HN0518.in June 1991.
 HN0518
 HN0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0518.GEOID18 height accuracy estimate available here.
 HN0518
 HN0518.Click photographs - Photos may exist for this station.
 HN0518
 HN0518.The dynamic height is computed by dividing the NAVD 88
 HN0518.geopotential number by the normal gravity value computed on the
 HN0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0518.degrees latitude (g = 980.6199 gals.).
 HN0518
 HN0518.The modeled gravity was interpolated from observed gravity values.
 HN0518
 HN0518;                    North         East    Units  Estimated Accuracy
 HN0518;SPC UT S     - 3,053,178.      457,935.      MT  (+/- 10 meters HH2 GPS)
 HN0518
 HN0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG1354711385(NAD 83)
 HN0518
 HN0518                          SUPERSEDED SURVEY CONTROL
 HN0518
 HN0518  NGVD 29 (??/??/92) 1485.940  (m)         4875.12   (f) ADJ UNCH    1 2
 HN0518
 HN0518.Superseded values are not recommended for survey control.
 HN0518
 HN0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0518.See file dsdata.pdf to determine how the superseded data were derived.
 HN0518
 HN0518_MARKER: DB = BENCH MARK DISK
 HN0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0518_STAMPING: W 138 1962
 HN0518_MARK LOGO: CGS
 HN0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0518+STABILITY: SURFACE MOTION
 HN0518
 HN0518  HISTORY     - Date     Condition        Report By
 HN0518  HISTORY     - 1962     MONUMENTED       CGS
 HN0518  HISTORY     - 1983     GOOD             NGS
 HN0518
 HN0518                          STATION DESCRIPTION
 HN0518
 HN0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0518'35.4 MI W FROM PAGE, AZ.
 HN0518'ABOUT 35.4 MILES WEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END OF
 HN0518'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.35 MILE NORTH OF MILEPOST
 HN0518'NUMBER 38, 179 FEET SOUTHWEST OF THE WEST END OF A METAL CULVERT, 160
 HN0518'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET EAST OF A FENCE,
 HN0518'1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF
 HN0518'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 HN0518'INCHES.
 HN0518
 HN0518                          STATION RECOVERY (1983)
 HN0518
 HN0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0518'RECOVERED IN GOOD CONDITION.  OMIT--0.35 MI NORTH OF MILEPOST 38.
 HN0518'ADD--92.9 METERS (304.5 FT) NORTHWEST ACROSS THE HIGHWAY FORM MILEPOST
 HN0518'27 AND 2.7 METERS (9 FT) SOUTH OF THE EAST ONE OF TWO POLES FOR A HIGH
 HN0518'TENSION POWER LINE STRUCTURE 255.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0542 ***********************************************************************
 HN0542  DESIGNATION -  W 139
 HN0542  PID         -  HN0542
 HN0542  STATE/COUNTY-  UT/KANE
 HN0542  COUNTRY     -  US
 HN0542  USGS QUAD   -  BIG WATER (2017)
 HN0542
 HN0542                         *CURRENT SURVEY CONTROL
 HN0542  ______________________________________________________________________
 HN0542* NAD 83(1986) POSITION- 37 03 28.     (N) 111 38 24.     (W)   SCALED
 HN0542* NAVD 88 ORTHO HEIGHT -  1223.475 (meters)     4014.02  (feet) ADJUSTED
 HN0542  ______________________________________________________________________
 HN0542  GEOID HEIGHT    -        -23.267 (meters)                     GEOID18
 HN0542  DYNAMIC HEIGHT  -       1222.082 (meters)     4009.45  (feet) COMP
 HN0542  MODELED GRAVITY -    979,451.9   (mgal)                       NAVD 88
 HN0542
 HN0542  VERT ORDER      -  FIRST     CLASS II
 HN0542
 HN0542.The horizontal coordinates were scaled from a map and have
 HN0542.an estimated accuracy of +/- 6 seconds.
 HN0542
 HN0542.The orthometric height was determined by differential leveling and
 HN0542.adjusted by the NATIONAL GEODETIC SURVEY
 HN0542.in June 1991.
 HN0542
 HN0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0542.GEOID18 height accuracy estimate available here.
 HN0542
 HN0542.Click photographs - Photos may exist for this station.
 HN0542
 HN0542.The dynamic height is computed by dividing the NAVD 88
 HN0542.geopotential number by the normal gravity value computed on the
 HN0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0542.degrees latitude (g = 980.6199 gals.).
 HN0542
 HN0542.The modeled gravity was interpolated from observed gravity values.
 HN0542
 HN0542;                    North         East    Units  Estimated Accuracy
 HN0542;SPC UT S     - 3,043,420.      487,550.      MT  (+/- 180 meters Scaled)
 HN0542
 HN0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG430014(NAD 83)
 HN0542
 HN0542                          SUPERSEDED SURVEY CONTROL
 HN0542
 HN0542  NGVD 29 (??/??/92) 1222.553  (m)         4010.99   (f) ADJ UNCH    1 2
 HN0542
 HN0542.Superseded values are not recommended for survey control.
 HN0542
 HN0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0542.See file dsdata.pdf to determine how the superseded data were derived.
 HN0542
 HN0542_MARKER: DB = BENCH MARK DISK
 HN0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0542_STAMPING: W 139 1962
 HN0542_MARK LOGO: CGS
 HN0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0542+STABILITY: SURFACE MOTION
 HN0542
 HN0542  HISTORY     - Date     Condition        Report By
 HN0542  HISTORY     - 1962     MONUMENTED       CGS
 HN0542  HISTORY     - 1983     GOOD             NGS
 HN0542
 HN0542                          STATION DESCRIPTION
 HN0542
 HN0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0542'13.3 MI NW FROM PAGE, AZ.
 HN0542'ABOUT 13.3 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 HN0542'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.4 MILE SOUTHEAST OF
 HN0542'MILEPOST NUMBER 59, 202 FEET EAST-NORTHEAST OF A TELEPHONE POLE, 162
 HN0542'FEET NORTHEAST OF A FENCE, 98 FEET SOUTHWEST OF THE CENTERLINE OF THE
 HN0542'HIGHWAY, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET
 HN0542'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HN0542'PROJECTING 6 INCHES.
 HN0542
 HN0542                          STATION RECOVERY (1983)
 HN0542
 HN0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0542'RECOVERED IN GOOD CONDITION.  OMIT--0.4 MI SOUTHEAST OF MILEPOST 59.
 HN0542'ADD--0.7 KM (0.45 MI) NORTHWEST OF MILEPOST 5.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0094 ***********************************************************************
 KN0094  DESIGNATION -  W 14
 KN0094  PID         -  KN0094
 KN0094  STATE/COUNTY-  UT/CARBON
 KN0094  COUNTRY     -  US
 KN0094  USGS QUAD   -  HELPER (2017)
 KN0094
 KN0094                         *CURRENT SURVEY CONTROL
 KN0094  ______________________________________________________________________
 KN0094* NAD 83(1986) POSITION- 39 42 33.     (N) 110 52 03.     (W)   SCALED
 KN0094* NAVD 88 ORTHO HEIGHT -  1825.092 (meters)     5987.82  (feet) ADJUSTED
 KN0094  ______________________________________________________________________
 KN0094  GEOID HEIGHT    -        -16.238 (meters)                     GEOID18
 KN0094  DYNAMIC HEIGHT  -       1823.275 (meters)     5981.86  (feet) COMP
 KN0094  MODELED GRAVITY -    979,566.3   (mgal)                       NAVD 88
 KN0094
 KN0094  VERT ORDER      -  FIRST     CLASS II
 KN0094
 KN0094.The horizontal coordinates were scaled from a map and have
 KN0094.an estimated accuracy of +/- 6 seconds.
 KN0094
 KN0094.The orthometric height was determined by differential leveling and
 KN0094.adjusted by the NATIONAL GEODETIC SURVEY
 KN0094.in June 1991.
 KN0094
 KN0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0094.GEOID18 height accuracy estimate available here.
 KN0094
 KN0094.Click photographs - Photos may exist for this station.
 KN0094
 KN0094.The dynamic height is computed by dividing the NAVD 88
 KN0094.geopotential number by the normal gravity value computed on the
 KN0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0094.degrees latitude (g = 980.6199 gals.).
 KN0094
 KN0094.The modeled gravity was interpolated from observed gravity values.
 KN0094
 KN0094;                    North         East    Units  Estimated Accuracy
 KN0094;SPC UT C     - 2,152,940.      554,230.      MT  (+/- 180 meters Scaled)
 KN0094
 KN0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ113954(NAD 83)
 KN0094
 KN0094                          SUPERSEDED SURVEY CONTROL
 KN0094
 KN0094  NGVD 29 (??/??/92) 1823.966  (m)         5984.13   (f) ADJ UNCH    1 2
 KN0094
 KN0094.Superseded values are not recommended for survey control.
 KN0094
 KN0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0094.See file dsdata.pdf to determine how the superseded data were derived.
 KN0094
 KN0094_MARKER: DB = BENCH MARK DISK
 KN0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0094_SP_SET: ABUTMENT
 KN0094_STAMPING: 5984.128 W 14 1927
 KN0094_MARK LOGO: CGS
 KN0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0094
 KN0094  HISTORY     - Date     Condition        Report By
 KN0094  HISTORY     - 1927     MONUMENTED       CGS
 KN0094  HISTORY     - 1934     GOOD             CGS
 KN0094
 KN0094                          STATION DESCRIPTION
 KN0094
 KN0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0094'2.0 MI N FROM HELPER.
 KN0094'2.0 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KN0094'HELPER, CARBON COUNTY, AT BRIDGE 628-49, IN THE TOP OF THE SOUTH
 KN0094'ABUTMENT, AND 9 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 KN0094'DISK, STAMPED 5984.128 W 14 1927.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0089 ***********************************************************************
 HN0089  DESIGNATION -  W 140
 HN0089  PID         -  HN0089
 HN0089  STATE/COUNTY-  UT/SAN JUAN
 HN0089  COUNTRY     -  US
 HN0089  USGS QUAD   -  RED HOUSE SPRING (2017)
 HN0089
 HN0089                         *CURRENT SURVEY CONTROL
 HN0089  ______________________________________________________________________
 HN0089* NAD 83(1986) POSITION- 37 25 54.     (N) 110 12 56.     (W)   SCALED
 HN0089* NAVD 88 ORTHO HEIGHT -  1484.029 (meters)     4868.85  (feet) ADJUSTED
 HN0089  ______________________________________________________________________
 HN0089  GEOID HEIGHT    -        -21.045 (meters)                     GEOID18
 HN0089  DYNAMIC HEIGHT  -       1482.371 (meters)     4863.41  (feet) COMP
 HN0089  MODELED GRAVITY -    979,461.3   (mgal)                       NAVD 88
 HN0089
 HN0089  VERT ORDER      -  FIRST     CLASS II
 HN0089
 HN0089.The horizontal coordinates were scaled from a map and have
 HN0089.an estimated accuracy of +/- 6 seconds.
 HN0089
 HN0089.The orthometric height was determined by differential leveling and
 HN0089.adjusted by the NATIONAL GEODETIC SURVEY
 HN0089.in June 1991.
 HN0089
 HN0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0089.GEOID18 height accuracy estimate available here.
 HN0089
 HN0089.Click photographs - Photos may exist for this station.
 HN0089
 HN0089.The dynamic height is computed by dividing the NAVD 88
 HN0089.geopotential number by the normal gravity value computed on the
 HN0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0089.degrees latitude (g = 980.6199 gals.).
 HN0089
 HN0089.The modeled gravity was interpolated from observed gravity values.
 HN0089
 HN0089;                    North         East    Units  Estimated Accuracy
 HN0089;SPC UT S     - 3,085,680.      613,670.      MT  (+/- 180 meters Scaled)
 HN0089
 HN0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG694430(NAD 83)
 HN0089
 HN0089                          SUPERSEDED SURVEY CONTROL
 HN0089
 HN0089  NGVD 29 (??/??/92) 1483.057  (m)         4865.66   (f) ADJ UNCH    1 2
 HN0089
 HN0089.Superseded values are not recommended for survey control.
 HN0089
 HN0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0089.See file dsdata.pdf to determine how the superseded data were derived.
 HN0089
 HN0089_MARKER: DB = BENCH MARK DISK
 HN0089_SETTING: 66 = SET IN ROCK OUTCROP
 HN0089_STAMPING: W 140 1962
 HN0089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0089+STABILITY: POSITION/ELEVATION WELL
 HN0089
 HN0089  HISTORY     - Date     Condition        Report By
 HN0089  HISTORY     - 1962     MONUMENTED       CGS
 HN0089  HISTORY     - 1982     GOOD             USGS
 HN0089  HISTORY     - 1982     GOOD             USGS
 HN0089
 HN0089                          STATION DESCRIPTION
 HN0089
 HN0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0089'27.95 MI S FROM FRY CANYON.
 HN0089'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0089'AT FRY CANYON.  THENCE 15.45 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 HN0089'233 FEET WEST OF THE CENTERLINE OF THE ROAD, 206 FEET SOUTH OF A LONE
 HN0089'14-INCH CEDAR TREE, 5.0 FEET EAST OF A ROCK CAIRN, ABOUT LEVEL WITH
 HN0089'THE ROAD, AND SET IN THE TOP OF A FLAT ROCK OUTCROP WHICH PROJECTS
 HN0089'ABOUT 2 FEET ABOVE THE GROUND.
 HN0089
 HN0089                          STATION RECOVERY (1982)
 HN0089
 HN0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0089'FRY CANYON, 26.55 MILES SOUTH OF, ABOUT 12.0 MILES SOUTHEAST ALONG
 HN0089'STATE HWY. 95 FROM THE POST OFFICE AT FRY CANYON, THENCE 14.55 MILES
 HN0089'SOUTHWEST ALONG STATE HWY. 263, ON THE INSIDE OF A CURVE IN THE
 HN0089'HIGHWAY, 225 FEET NORTHWEST OF THE CENTERLINE OF THE HWY., 32 FEET
 HN0089'NORTHEAST OF A SMALL CEDAR TREE, 5 FEET EAST OF A ROCK CAIRN, AND SET
 HN0089'IN TOP OF A FLAT ROCK OUTCROP WHICH PROJECT ABOUT 2 FEET ABOVE THE
 HN0089'GROUND.
 HN0089
 HN0089                          STATION RECOVERY (1982)
 HN0089
 HN0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0089'FRY CANYON, 26.55 MILES SOUTH OF, ABOUT 12.0 MILES SOUTHEAST ALONG
 HN0089'STATE HWY. 95 FROM THE POST OFFICE AT FRY CANYON, THENCE 14.55 MILES
 HN0089'SOUTHWEST ALONG STATE HWY. 263, ON THE INSIDE OF A CURVE IN THE
 HN0089'HIGHWAY, 225 FEET NORTHWEST OF THE CENTERLINE OF THE HWY., 32 FEET
 HN0089'NORTHEAST OF A SMALL CEDAR TREE, 5 FEET EAST OF A ROCK CAIRN, AND SET
 HN0089'IN TOP OF A FLAT ROCK OUTCROP WHICH PROJECT ABOUT 2 FEET ABOVE THE
 HN0089'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0136 ***********************************************************************
 HN0136  DESIGNATION -  W 142
 HN0136  PID         -  HN0136
 HN0136  STATE/COUNTY-  UT/SAN JUAN
 HN0136  COUNTRY     -  US
 HN0136  USGS QUAD   -  MONITOR BUTTE (2017)
 HN0136
 HN0136                         *CURRENT SURVEY CONTROL
 HN0136  ______________________________________________________________________
 HN0136* NAD 83(1986) POSITION- 37 10 54.     (N) 110 25 28.     (W)   SCALED
 HN0136* NAVD 88 ORTHO HEIGHT -  1229.448 (meters)     4033.61  (feet) ADJUSTED
 HN0136  ______________________________________________________________________
 HN0136  GEOID HEIGHT    -        -21.733 (meters)                     GEOID18
 HN0136  DYNAMIC HEIGHT  -       1228.113 (meters)     4029.23  (feet) COMP
 HN0136  MODELED GRAVITY -    979,502.8   (mgal)                       NAVD 88
 HN0136
 HN0136  VERT ORDER      -  FIRST     CLASS II
 HN0136
 HN0136.The horizontal coordinates were scaled from a map and have
 HN0136.an estimated accuracy of +/- 6 seconds.
 HN0136
 HN0136.The orthometric height was determined by differential leveling and
 HN0136.adjusted by the NATIONAL GEODETIC SURVEY
 HN0136.in June 1991.
 HN0136
 HN0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0136.GEOID18 height accuracy estimate available here.
 HN0136
 HN0136.Click photographs - Photos may exist for this station.
 HN0136
 HN0136.The dynamic height is computed by dividing the NAVD 88
 HN0136.geopotential number by the normal gravity value computed on the
 HN0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0136.degrees latitude (g = 980.6199 gals.).
 HN0136
 HN0136.The modeled gravity was interpolated from observed gravity values.
 HN0136
 HN0136;                    North         East    Units  Estimated Accuracy
 HN0136;SPC UT S     - 3,057,710.      595,510.      MT  (+/- 180 meters Scaled)
 HN0136
 HN0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG510151(NAD 83)
 HN0136
 HN0136                          SUPERSEDED SURVEY CONTROL
 HN0136
 HN0136  NGVD 29 (??/??/92) 1228.578  (m)         4030.76   (f) ADJ UNCH    1 2
 HN0136
 HN0136.Superseded values are not recommended for survey control.
 HN0136
 HN0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0136.See file dsdata.pdf to determine how the superseded data were derived.
 HN0136
 HN0136_MARKER: DB = BENCH MARK DISK
 HN0136_SETTING: 66 = SET IN ROCK OUTCROP
 HN0136_STAMPING: W 142 1962
 HN0136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0136+STABILITY: POSITION/ELEVATION WELL
 HN0136
 HN0136  HISTORY     - Date     Condition        Report By
 HN0136  HISTORY     - 1962     MONUMENTED       CGS
 HN0136  HISTORY     - 1982     GOOD             USGS
 HN0136  HISTORY     - 1982     GOOD             USGS
 HN0136
 HN0136                          STATION DESCRIPTION
 HN0136
 HN0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0136'13.95 MI NW FROM OLJATO.
 HN0136'ABOUT 13.95 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0136'FROM THE TRADING POST AT OLJATO, 34.0 FEET EAST OF A METAL WITNESS
 HN0136'POST, 30 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, 20 FEET
 HN0136'SOUTH-SOUTHWEST OF A ROCK CAIRN, ABOUT 4 FEET ABOVE THE LEVEL OF THE
 HN0136'DIRT ROAD, AND SET IN THE TOP OF A SANDSTONE OUTCROP.
 HN0136
 HN0136                          STATION RECOVERY (1982)
 HN0136
 HN0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0136'FROM THE TRADING POST AT OLJETO, N. 2.3 MI ALONG PAVED RD. TO A
 HN0136'BLADED RD LEADING TO COPPER CANYON, WNW ALONG BLADED RD. 8.6 MI TO A
 HN0136'Y-RD. N., LEADING TO PIUTE FARMS, N. ALONG RD. 4.85 MI AND TO BM. BM
 HN0136'IS 34 FT E. OF A METAL WITNESS POST, 30 FT W. OF THE CENTERLINE OF
 HN0136'THE RD, 20 FT SSW. OF A ROCK CAIRN, IN THE NE COR. OF THE NW QUARTER
 HN0136'OF SECTION. 36, T. 41 S., R 13 E., A STANDARD DISK SET IN TOP OF A
 HN0136'SANDSTONE OUTCROP.
 HN0136
 HN0136                          STATION RECOVERY (1982)
 HN0136
 HN0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0136'FROM THE TRADING POST AT OLJETO, N. 2.3 MI ALONG PAVED RD. TO A
 HN0136'BLADED RD LEADING TO COPPER CANYON, WNW ALONG BLADED RD. 8.6 MI TO A
 HN0136'Y-RD. N., LEADING TO PIUTE FARMS, N. ALONG RD. 4.85 MI AND TO BM. BM
 HN0136'IS 34 FT E. OF A METAL WITNESS POST, 30 FT W. OF THE CENTERLINE OF
 HN0136'THE RD, 20 FT SSW. OF A ROCK CAIRN, IN THE NE COR. OF THE NW QUARTER
 HN0136'OF SECTION. 36, T. 41 S., R 13 E., A STANDARD DISK SET IN TOP OF A
 HN0136'SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0558 ***********************************************************************
 HN0558  DESIGNATION -  W 143
 HN0558  PID         -  HN0558
 HN0558  STATE/COUNTY-  UT/KANE
 HN0558  COUNTRY     -  US
 HN0558  USGS QUAD   -  LONE ROCK (2017)
 HN0558
 HN0558                         *CURRENT SURVEY CONTROL
 HN0558  ______________________________________________________________________
 HN0558* NAD 83(1986) POSITION- 37 04 04.     (N) 111 34 40.     (W)   SCALED
 HN0558* NAVD 88 ORTHO HEIGHT -  1202.882 (meters)     3946.46  (feet) ADJUSTED
 HN0558  ______________________________________________________________________
 HN0558  GEOID HEIGHT    -        -23.307 (meters)                     GEOID18
 HN0558  DYNAMIC HEIGHT  -       1201.536 (meters)     3942.04  (feet) COMP
 HN0558  MODELED GRAVITY -    979,472.1   (mgal)                       NAVD 88
 HN0558
 HN0558  VERT ORDER      -  FIRST     CLASS II
 HN0558
 HN0558.The horizontal coordinates were scaled from a map and have
 HN0558.an estimated accuracy of +/- 6 seconds.
 HN0558
 HN0558.The orthometric height was determined by differential leveling and
 HN0558.adjusted by the NATIONAL GEODETIC SURVEY
 HN0558.in June 1991.
 HN0558
 HN0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0558.GEOID18 height accuracy estimate available here.
 HN0558
 HN0558.Click photographs - Photos may exist for this station.
 HN0558
 HN0558.The dynamic height is computed by dividing the NAVD 88
 HN0558.geopotential number by the normal gravity value computed on the
 HN0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0558.degrees latitude (g = 980.6199 gals.).
 HN0558
 HN0558.The modeled gravity was interpolated from observed gravity values.
 HN0558
 HN0558;                    North         East    Units  Estimated Accuracy
 HN0558;SPC UT S     - 3,044,520.      493,080.      MT  (+/- 180 meters Scaled)
 HN0558
 HN0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG486025(NAD 83)
 HN0558
 HN0558                          SUPERSEDED SURVEY CONTROL
 HN0558
 HN0558  NGVD 29 (??/??/92) 1201.985  (m)         3943.51   (f) ADJ UNCH    1 2
 HN0558
 HN0558.Superseded values are not recommended for survey control.
 HN0558
 HN0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0558.See file dsdata.pdf to determine how the superseded data were derived.
 HN0558
 HN0558_MARKER: DB = BENCH MARK DISK
 HN0558_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HN0558_SP_SET: UNSPEC. ROCK
 HN0558_STAMPING: W 143 1962
 HN0558_MARK LOGO: CGS
 HN0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0558
 HN0558  HISTORY     - Date     Condition        Report By
 HN0558  HISTORY     - 1962     MONUMENTED       CGS
 HN0558
 HN0558                          STATION DESCRIPTION
 HN0558
 HN0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0558'7.3 MI E FROM GLEN CANYON CITY.
 HN0558'ABOUT 6.45 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0558'SERVICE STATION AT GLEN CANYON CITY.  THENCE 0.25 MILE SOUTHWEST ALONG
 HN0558'THE BOTTOM OF A WASH LEADING TO A CANYON.  THENCE 0.6 MILE
 HN0558'SOUTH-SOUTHWEST THROUGH THE BOTTOM OF A CANYON, AT THE EAST RIM OF A
 HN0558'CANYON, ABOUT 0.1 MILE NORTHEAST OF AND ACROSS THE CANYON FROM BENCH
 HN0558'MARK V 143, 88.0 NORTH OF A METAL WITNESS POST, 55 FEET NORTHWEST OF
 HN0558'THE NORTHWEST POINT OF A KNOLL, AND SET IN ROCK ON THE EAST RIM OF A
 HN0558'CANYON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0393 ***********************************************************************
 HN0393  DESIGNATION -  W 144
 HN0393  PID         -  HN0393
 HN0393  STATE/COUNTY-  UT/KANE
 HN0393  COUNTRY     -  US
 HN0393  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0393
 HN0393                         *CURRENT SURVEY CONTROL
 HN0393  ______________________________________________________________________
 HN0393* NAD 83(1986) POSITION- 37 02 51.     (N) 111 24 03.     (W)   SCALED
 HN0393* NAVD 88 ORTHO HEIGHT -  1163.113 (meters)     3815.98  (feet) ADJUSTED
 HN0393  ______________________________________________________________________
 HN0393  GEOID HEIGHT    -        -23.419 (meters)                     GEOID18
 HN0393  DYNAMIC HEIGHT  -       1161.770 (meters)     3811.57  (feet) COMP
 HN0393  MODELED GRAVITY -    979,438.4   (mgal)                       NAVD 88
 HN0393
 HN0393  VERT ORDER      -  FIRST     CLASS II
 HN0393
 HN0393.The horizontal coordinates were scaled from a map and have
 HN0393.an estimated accuracy of +/- 6 seconds.
 HN0393
 HN0393.The orthometric height was determined by differential leveling and
 HN0393.adjusted by the NATIONAL GEODETIC SURVEY
 HN0393.in June 1991.
 HN0393
 HN0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0393.GEOID18 height accuracy estimate available here.
 HN0393
 HN0393.Click photographs - Photos may exist for this station.
 HN0393
 HN0393.The dynamic height is computed by dividing the NAVD 88
 HN0393.geopotential number by the normal gravity value computed on the
 HN0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0393.degrees latitude (g = 980.6199 gals.).
 HN0393
 HN0393.The modeled gravity was interpolated from observed gravity values.
 HN0393
 HN0393;                    North         East    Units  Estimated Accuracy
 HN0393;SPC UT S     - 3,042,270.      508,820.      MT  (+/- 180 meters Scaled)
 HN0393
 HN0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG643002(NAD 83)
 HN0393
 HN0393                          SUPERSEDED SURVEY CONTROL
 HN0393
 HN0393  NGVD 29 (??/??/92) 1162.188  (m)         3812.95   (f) ADJ UNCH    1 2
 HN0393
 HN0393.Superseded values are not recommended for survey control.
 HN0393
 HN0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0393.See file dsdata.pdf to determine how the superseded data were derived.
 HN0393
 HN0393_MARKER: DB = BENCH MARK DISK
 HN0393_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HN0393_STAMPING: W 144 1962
 HN0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0393
 HN0393  HISTORY     - Date     Condition        Report By
 HN0393  HISTORY     - 1962     MONUMENTED       CGS
 HN0393
 HN0393                          STATION DESCRIPTION
 HN0393
 HN0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0393'22.25 MI SE FROM GLEN CANYON CITY.
 HN0393'ABOUT 10.3 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0393'SERVICE STATION ON U. S. HIGHWAY 89 AT GLEN CANYON CITY.  THENCE 11.95
 HN0393'MILES SOUTHEAST ACROSS COUNTRY.  ABOUT 0.2 MILE EAST OF THE FOOT OF A
 HN0393'CLIFF WHICH IS ON THE WEST SIDE OF COTTONWOOD WASH, 20 FEET SOUTH OF A
 HN0393'4X4-INCH WHITE WOODEN POST WHICH PROJECTS 16 FEET, 4.0 FEET NORTH OF A
 HN0393'METAL WITNESS POST, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 HN0393'THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A 6-INCH TILE
 HN0393'WHICH PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0210 ***********************************************************************
 HN0210  DESIGNATION -  W 145
 HN0210  PID         -  HN0210
 HN0210  STATE/COUNTY-  UT/KANE
 HN0210  COUNTRY     -  US
 HN0210  USGS QUAD   -  DAVIS GULCH (2017)
 HN0210
 HN0210                         *CURRENT SURVEY CONTROL
 HN0210  ______________________________________________________________________
 HN0210* NAD 83(1986) POSITION- 37 15 02.     (N) 110 53 36.     (W)   SCALED
 HN0210* NAVD 88 ORTHO HEIGHT -  1340.684 (meters)     4398.56  (feet) ADJUSTED
 HN0210  ______________________________________________________________________
 HN0210  GEOID HEIGHT    -        -22.730 (meters)                     GEOID18
 HN0210  DYNAMIC HEIGHT  -       1339.160 (meters)     4393.56  (feet) COMP
 HN0210  MODELED GRAVITY -    979,448.0   (mgal)                       NAVD 88
 HN0210
 HN0210  VERT ORDER      -  FIRST     CLASS II
 HN0210
 HN0210.The horizontal coordinates were scaled from a map and have
 HN0210.an estimated accuracy of +/- 6 seconds.
 HN0210
 HN0210.The orthometric height was determined by differential leveling and
 HN0210.adjusted by the NATIONAL GEODETIC SURVEY
 HN0210.in June 1991.
 HN0210
 HN0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0210.GEOID18 height accuracy estimate available here.
 HN0210
 HN0210.Click photographs - Photos may exist for this station.
 HN0210
 HN0210.The dynamic height is computed by dividing the NAVD 88
 HN0210.geopotential number by the normal gravity value computed on the
 HN0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0210.degrees latitude (g = 980.6199 gals.).
 HN0210
 HN0210.The modeled gravity was interpolated from observed gravity values.
 HN0210
 HN0210;                    North         East    Units  Estimated Accuracy
 HN0210;SPC UT S     - 3,064,980.      553,820.      MT  (+/- 180 meters Scaled)
 HN0210
 HN0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG094226(NAD 83)
 HN0210
 HN0210                          SUPERSEDED SURVEY CONTROL
 HN0210
 HN0210  NGVD 29 (??/??/92) 1339.689  (m)         4395.30   (f) ADJ UNCH    1 2
 HN0210
 HN0210.Superseded values are not recommended for survey control.
 HN0210
 HN0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0210.See file dsdata.pdf to determine how the superseded data were derived.
 HN0210
 HN0210_MARKER: DB = BENCH MARK DISK
 HN0210_SETTING: 66 = SET IN ROCK OUTCROP
 HN0210_STAMPING: W 145 1962
 HN0210_MARK LOGO: CGS
 HN0210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0210+STABILITY: POSITION/ELEVATION WELL
 HN0210
 HN0210  HISTORY     - Date     Condition        Report By
 HN0210  HISTORY     - 1962     MONUMENTED       CGS
 HN0210
 HN0210                          STATION DESCRIPTION
 HN0210
 HN0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0210'0.7 MI S FROM HOLE-IN-THE-ROCK.
 HN0210'0.7 MILE SOUTH ACROSS ROCKY TERRAIN FROM HOLE-IN-THE-ROCK, 79.5 FEET
 HN0210'EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF SOLID BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0314 ***********************************************************************
 HN0314  DESIGNATION -  W 146
 HN0314  PID         -  HN0314
 HN0314  STATE/COUNTY-  UT/KANE
 HN0314  COUNTRY     -  US
 HN0314  USGS QUAD   -  THE RINCON NE (2017)
 HN0314
 HN0314                         *CURRENT SURVEY CONTROL
 HN0314  ______________________________________________________________________
 HN0314* NAD 83(1986) POSITION- 37 28 45.     (N) 110 47 17.     (W)   SCALED
 HN0314* NAVD 88 ORTHO HEIGHT -  1231.014 (meters)     4038.75  (feet) ADJUSTED
 HN0314  ______________________________________________________________________
 HN0314  GEOID HEIGHT    -        -22.396 (meters)                     GEOID18
 HN0314  DYNAMIC HEIGHT  -       1229.631 (meters)     4034.21  (feet) COMP
 HN0314  MODELED GRAVITY -    979,465.7   (mgal)                       NAVD 88
 HN0314
 HN0314  VERT ORDER      -  FIRST     CLASS II
 HN0314
 HN0314.The horizontal coordinates were scaled from a map and have
 HN0314.an estimated accuracy of +/- 6 seconds.
 HN0314
 HN0314.The orthometric height was determined by differential leveling and
 HN0314.adjusted by the NATIONAL GEODETIC SURVEY
 HN0314.in June 1991.
 HN0314
 HN0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0314.GEOID18 height accuracy estimate available here.
 HN0314
 HN0314.Click photographs - Photos may exist for this station.
 HN0314
 HN0314.The dynamic height is computed by dividing the NAVD 88
 HN0314.geopotential number by the normal gravity value computed on the
 HN0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0314.degrees latitude (g = 980.6199 gals.).
 HN0314
 HN0314.The modeled gravity was interpolated from observed gravity values.
 HN0314
 HN0314;                    North         East    Units  Estimated Accuracy
 HN0314;SPC UT S     - 3,090,410.      562,970.      MT  (+/- 180 meters Scaled)
 HN0314
 HN0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG187480(NAD 83)
 HN0314
 HN0314                          SUPERSEDED SURVEY CONTROL
 HN0314
 HN0314  NGVD 29 (??/??/92) 1229.974  (m)         4035.34   (f) ADJ UNCH    1 2
 HN0314
 HN0314.Superseded values are not recommended for survey control.
 HN0314
 HN0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0314.See file dsdata.pdf to determine how the superseded data were derived.
 HN0314
 HN0314_MARKER: DB = BENCH MARK DISK
 HN0314_SETTING: 66 = SET IN ROCK OUTCROP
 HN0314_STAMPING: W 146 1962
 HN0314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0314+STABILITY: POSITION/ELEVATION WELL
 HN0314
 HN0314  HISTORY     - Date     Condition        Report By
 HN0314  HISTORY     - 1962     MONUMENTED       CGS
 HN0314
 HN0314                          STATION DESCRIPTION
 HN0314
 HN0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0314'13.8 MI S FROM HALL DIVIDE.
 HN0314'7.6 MILES SOUTH-SOUTHEAST ALONG HALL CREEK FROM THE TOP OF HALL
 HN0314'DIVIDE.  THENCE 6.2 MILES SOUTH-SOUTHEAST ACROSS COUNTRY TOWARDS THE
 HN0314'COLORADO RIVER, ON THE SOUTH EDGE OF A MESA, 50.5 FEET SOUTH OF A
 HN0314'METAL WITNESS POST, AND SET IN THE TOP OF BEDROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0251 ***********************************************************************
 HN0251  DESIGNATION -  W 147
 HN0251  PID         -  HN0251
 HN0251  STATE/COUNTY-  UT/SAN JUAN
 HN0251  COUNTRY     -  US
 HN0251  USGS QUAD   -  NOKAI DOME (2017)
 HN0251
 HN0251                         *CURRENT SURVEY CONTROL
 HN0251  ______________________________________________________________________
 HN0251* NAD 83(1986) POSITION- 37 22 07.     (N) 110 35 46.     (W)   SCALED
 HN0251* NAVD 88 ORTHO HEIGHT -  1308.723 (meters)     4293.70  (feet) ADJUSTED
 HN0251  ______________________________________________________________________
 HN0251  GEOID HEIGHT    -        -22.310 (meters)                     GEOID18
 HN0251  DYNAMIC HEIGHT  -       1307.202 (meters)     4288.71  (feet) COMP
 HN0251  MODELED GRAVITY -    979,424.4   (mgal)                       NAVD 88
 HN0251
 HN0251  VERT ORDER      -  FIRST     CLASS II
 HN0251
 HN0251.The horizontal coordinates were scaled from a map and have
 HN0251.an estimated accuracy of +/- 6 seconds.
 HN0251
 HN0251.The orthometric height was determined by differential leveling and
 HN0251.adjusted by the NATIONAL GEODETIC SURVEY
 HN0251.in June 1991.
 HN0251
 HN0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0251.GEOID18 height accuracy estimate available here.
 HN0251
 HN0251.Click photographs - Photos may exist for this station.
 HN0251
 HN0251.The dynamic height is computed by dividing the NAVD 88
 HN0251.geopotential number by the normal gravity value computed on the
 HN0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0251.degrees latitude (g = 980.6199 gals.).
 HN0251
 HN0251.The modeled gravity was interpolated from observed gravity values.
 HN0251
 HN0251;                    North         East    Units  Estimated Accuracy
 HN0251;SPC UT S     - 3,078,290.      580,060.      MT  (+/- 180 meters Scaled)
 HN0251
 HN0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG357358(NAD 83)
 HN0251
 HN0251                          SUPERSEDED SURVEY CONTROL
 HN0251
 HN0251  NGVD 29 (??/??/92) 1307.678  (m)         4290.27   (f) ADJ UNCH    1 2
 HN0251
 HN0251.Superseded values are not recommended for survey control.
 HN0251
 HN0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0251.See file dsdata.pdf to determine how the superseded data were derived.
 HN0251
 HN0251_MARKER: DB = BENCH MARK DISK
 HN0251_SETTING: 66 = SET IN ROCK OUTCROP
 HN0251_STAMPING: W 147 1962
 HN0251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0251+STABILITY: POSITION/ELEVATION WELL
 HN0251
 HN0251  HISTORY     - Date     Condition        Report By
 HN0251  HISTORY     - 1962     MONUMENTED       CGS
 HN0251
 HN0251                          STATION DESCRIPTION
 HN0251
 HN0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0251'56.2 MI SW FROM FRY CANYON.
 HN0251'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0251'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0251'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0251'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0251'TRAIL ROAD.  THENCE 1.6 MILES SOUTHWEST ALONG A TRAIL ROAD.  ABOUT 0.3
 HN0251'MILE EAST OF A BOX SHAPED SANDSTONE HILL, 74 FEET SOUTHEAST OF THE
 HN0251'CENTER LINE OF THE ROAD, SET ON THE NORTHWEST SLOPE OF A LARGE
 HN0251'SANDSTONE OUTCROP, ABOUT 6 FEET BELOW THE TOP OF THE OUTCROP, 63.0
 HN0251'FEET EAST-SOUTHEAST OF A METAL WITNESS POST, AND ABOUT 6 FEET ABOVE
 HN0251'THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0304 ***********************************************************************
 HN0304  DESIGNATION -  W 148
 HN0304  PID         -  HN0304
 HN0304  STATE/COUNTY-  UT/SAN JUAN
 HN0304  COUNTRY     -  US
 HN0304  USGS QUAD   -  HALLS CROSSING (2017)
 HN0304
 HN0304                         *CURRENT SURVEY CONTROL
 HN0304  ______________________________________________________________________
 HN0304* NAD 83(1986) POSITION- 37 26 58.     (N) 110 43 22.     (W)   SCALED
 HN0304* NAVD 88 ORTHO HEIGHT -  1229.131 (meters)     4032.57  (feet) ADJUSTED
 HN0304  ______________________________________________________________________
 HN0304  GEOID HEIGHT    -        -22.490 (meters)                     GEOID18
 HN0304  DYNAMIC HEIGHT  -       1227.769 (meters)     4028.11  (feet) COMP
 HN0304  MODELED GRAVITY -    979,480.6   (mgal)                       NAVD 88
 HN0304
 HN0304  VERT ORDER      -  FIRST     CLASS II
 HN0304
 HN0304.The horizontal coordinates were scaled from a map and have
 HN0304.an estimated accuracy of +/- 6 seconds.
 HN0304
 HN0304.The orthometric height was determined by differential leveling and
 HN0304.adjusted by the NATIONAL GEODETIC SURVEY
 HN0304.in June 1991.
 HN0304
 HN0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0304.GEOID18 height accuracy estimate available here.
 HN0304
 HN0304.Click photographs - Photos may exist for this station.
 HN0304
 HN0304.The dynamic height is computed by dividing the NAVD 88
 HN0304.geopotential number by the normal gravity value computed on the
 HN0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0304.degrees latitude (g = 980.6199 gals.).
 HN0304
 HN0304.The modeled gravity was interpolated from observed gravity values.
 HN0304
 HN0304;                    North         East    Units  Estimated Accuracy
 HN0304;SPC UT S     - 3,087,160.      568,770.      MT  (+/- 180 meters Scaled)
 HN0304
 HN0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG245447(NAD 83)
 HN0304
 HN0304                          SUPERSEDED SURVEY CONTROL
 HN0304
 HN0304  NGVD 29 (??/??/92) 1228.120  (m)         4029.26   (f) ADJ UNCH    1 2
 HN0304
 HN0304.Superseded values are not recommended for survey control.
 HN0304
 HN0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0304.See file dsdata.pdf to determine how the superseded data were derived.
 HN0304
 HN0304_MARKER: DB = BENCH MARK DISK
 HN0304_SETTING: 66 = SET IN ROCK OUTCROP
 HN0304_STAMPING: W 148 1962
 HN0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0304+STABILITY: POSITION/ELEVATION WELL
 HN0304
 HN0304  HISTORY     - Date     Condition        Report By
 HN0304  HISTORY     - 1962     MONUMENTED       CGS
 HN0304
 HN0304                          STATION DESCRIPTION
 HN0304
 HN0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0304'63.9 MI SW FROM FRY CANYON.
 HN0304'12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE AT FRY
 HN0304'CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD. THENCE
 HN0304'15.0 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH CLAY HILLS
 HN0304'DIVIDE.  THENCE 15.55 MILES NORTHWEST ALONG A BULLDOZED ROAD LEADING
 HN0304'TO HALLS CROSSING ON THE COLORADO RIVER.  THENCE 1.35 MILES
 HN0304'WEST-SOUTHWEST ACROSS COUNTRY TO A PROMINENT HILL, 24.4 MILES WEST OF
 HN0304'GREEN WATER SPRING, NEAR THE EAST RIM OF THE COLORADO RIVER, 220 FEET
 HN0304'SOUTH OF THE CREST OF THE PROMINENT HILL, 220 FEET SOUTH OF A METAL
 HN0304'WITNESS POST, AND SET IN THE TOP OF A ROCK OUTCROP PROJECTING ABOUT 14
 HN0304'INCHES.  NOTE-- BENCH MARK IS 1.05 MILES EAST OF AND ACROSS THE
 HN0304'COLORADO RIVER FROM BENCH MARK X 148.  AND IS 19.3 MILES SOUTH OF HALL
 HN0304'DIVIDE, UTAH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0221 ***********************************************************************
 HN0221  DESIGNATION -  W 149
 HN0221  PID         -  HN0221
 HN0221  STATE/COUNTY-  UT/SAN JUAN
 HN0221  COUNTRY     -  US
 HN0221  USGS QUAD   -  WILSON CREEK (2017)
 HN0221
 HN0221                         *CURRENT SURVEY CONTROL
 HN0221  ______________________________________________________________________
 HN0221* NAD 83(1986) POSITION- 37 14 20.     (N) 110 46 39.     (W)   SCALED
 HN0221* NAVD 88 ORTHO HEIGHT -  1444.315 (meters)     4738.56  (feet) ADJUSTED
 HN0221  ______________________________________________________________________
 HN0221  GEOID HEIGHT    -        -22.553 (meters)                     GEOID18
 HN0221  DYNAMIC HEIGHT  -       1442.675 (meters)     4733.18  (feet) COMP
 HN0221  MODELED GRAVITY -    979,445.4   (mgal)                       NAVD 88
 HN0221
 HN0221  VERT ORDER      -  FIRST     CLASS II
 HN0221
 HN0221.The horizontal coordinates were scaled from a map and have
 HN0221.an estimated accuracy of +/- 6 seconds.
 HN0221
 HN0221.The orthometric height was determined by differential leveling and
 HN0221.adjusted by the NATIONAL GEODETIC SURVEY
 HN0221.in June 1991.
 HN0221
 HN0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0221.GEOID18 height accuracy estimate available here.
 HN0221
 HN0221.Click photographs - Photos may exist for this station.
 HN0221
 HN0221.The dynamic height is computed by dividing the NAVD 88
 HN0221.geopotential number by the normal gravity value computed on the
 HN0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0221.degrees latitude (g = 980.6199 gals.).
 HN0221
 HN0221.The modeled gravity was interpolated from observed gravity values.
 HN0221
 HN0221;                    North         East    Units  Estimated Accuracy
 HN0221;SPC UT S     - 3,063,760.      564,110.      MT  (+/- 180 meters Scaled)
 HN0221
 HN0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG197213(NAD 83)
 HN0221
 HN0221                          SUPERSEDED SURVEY CONTROL
 HN0221
 HN0221  NGVD 29 (??/??/92) 1443.325  (m)         4735.31   (f) ADJ UNCH    1 2
 HN0221
 HN0221.Superseded values are not recommended for survey control.
 HN0221
 HN0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0221.See file dsdata.pdf to determine how the superseded data were derived.
 HN0221
 HN0221_MARKER: DB = BENCH MARK DISK
 HN0221_SETTING: 66 = SET IN ROCK OUTCROP
 HN0221_STAMPING: W 149 1962
 HN0221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0221+STABILITY: POSITION/ELEVATION WELL
 HN0221
 HN0221  HISTORY     - Date     Condition        Report By
 HN0221  HISTORY     - 1962     MONUMENTED       CGS
 HN0221
 HN0221                          STATION DESCRIPTION
 HN0221
 HN0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0221'74.25 MI SW FROM FRY CANYON.
 HN0221'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0221'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0221'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0221'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0221'TRAIL ROAD.  THENCE 19.65 MILES SOUTHWEST ALONG A TRAIL ROAD.  56 FEET
 HN0221'NORTHEAST OF THE CENTER LINE OF THE ROAD WHICH IS MARKED WITH WHITE
 HN0221'PAINT ACROSS AN AREA OF SOLID ROCK, 75 FEET NORTHWEST OF THE FOOT OF A
 HN0221'MESA, 87 FEET NORTHEAST OF A CEDAR TREE, 133 FEET SOUTH OF A CEDAR
 HN0221'TREE, 38 FET WEST OF A METAL WITNESS POST, SET IN THE TOP OF A
 HN0221'SANDSTONE OUTCROP FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0319 ***********************************************************************
 HN0319  DESIGNATION -  W 150
 HN0319  PID         -  HN0319
 HN0319  STATE/COUNTY-  UT/KANE
 HN0319  COUNTRY     -  US
 HN0319  USGS QUAD   -  HALL MESA (2017)
 HN0319
 HN0319                         *CURRENT SURVEY CONTROL
 HN0319  ______________________________________________________________________
 HN0319* NAD 83(1986) POSITION- 37 30 00.     (N) 110 48 33.     (W)   SCALED
 HN0319* NAVD 88 ORTHO HEIGHT -  1176.702 (meters)     3860.56  (feet) ADJUSTED
 HN0319  ______________________________________________________________________
 HN0319  GEOID HEIGHT    -        -22.331 (meters)                     GEOID18
 HN0319  DYNAMIC HEIGHT  -       1175.370 (meters)     3856.19  (feet) COMP
 HN0319  MODELED GRAVITY -    979,460.0   (mgal)                       NAVD 88
 HN0319
 HN0319  VERT ORDER      -  FIRST     CLASS II
 HN0319
 HN0319.The horizontal coordinates were scaled from a map and have
 HN0319.an estimated accuracy of +/- 6 seconds.
 HN0319
 HN0319.The orthometric height was determined by differential leveling and
 HN0319.adjusted by the NATIONAL GEODETIC SURVEY
 HN0319.in June 1991.
 HN0319
 HN0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0319.GEOID18 height accuracy estimate available here.
 HN0319
 HN0319.Click photographs - Photos may exist for this station.
 HN0319
 HN0319.The dynamic height is computed by dividing the NAVD 88
 HN0319.geopotential number by the normal gravity value computed on the
 HN0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0319.degrees latitude (g = 980.6199 gals.).
 HN0319
 HN0319.The modeled gravity was interpolated from observed gravity values.
 HN0319
 HN0319;                    North         East    Units  Estimated Accuracy
 HN0319;SPC UT S     - 3,092,710.      561,080.      MT  (+/- 180 meters Scaled)
 HN0319
 HN0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG168503(NAD 83)
 HN0319
 HN0319                          SUPERSEDED SURVEY CONTROL
 HN0319
 HN0319  NGVD 29 (??/??/92) 1175.645  (m)         3857.10   (f) ADJ UNCH    1 2
 HN0319
 HN0319.Superseded values are not recommended for survey control.
 HN0319
 HN0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0319.See file dsdata.pdf to determine how the superseded data were derived.
 HN0319
 HN0319_MARKER: DB = BENCH MARK DISK
 HN0319_SETTING: 66 = SET IN ROCK OUTCROP
 HN0319_STAMPING: W 150 1962
 HN0319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0319+STABILITY: POSITION/ELEVATION WELL
 HN0319
 HN0319  HISTORY     - Date     Condition        Report By
 HN0319  HISTORY     - 1962     MONUMENTED       CGS
 HN0319
 HN0319                          STATION DESCRIPTION
 HN0319
 HN0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0319'10.8 MI S FROM HALL DIVIDE.
 HN0319'7.6 MILES SOUTH-SOUTHEAST ALONG HALL CREEK FROM THE TOP OF HALL
 HN0319'DIVIDE.  THENCE 3.2 MILES SOUTH-SOUTHEAST ACROSS COUNTRY TOWARDS THE
 HN0319'COLORADO RIVER, ABOUT MIDWAY BETWEEN TWO CANYONS, ABOUT 200 FEET
 HN0319'SOUTHWEST OF A ROCK FORMATION WHICH IS ABOUT 40 FEET HIGH, NEAR THE
 HN0319'NORTHEAST EDGE OF A GREY COLORED FLAT ROCK FORMATION, 22.8 FEET
 HN0319'SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A FLAT ROCK
 HN0319'OUTCROP WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0432 ***********************************************************************
 HN0432  DESIGNATION -  W 151
 HN0432  PID         -  HN0432
 HN0432  STATE/COUNTY-  UT/KANE
 HN0432  COUNTRY     -  US
 HN0432  USGS QUAD   -  SIT DOWN BENCH (2017)
 HN0432
 HN0432                         *CURRENT SURVEY CONTROL
 HN0432  ______________________________________________________________________
 HN0432* NAD 83(1986) POSITION- 37 08 05.     (N) 111 15 37.     (W)   SCALED
 HN0432* NAVD 88 ORTHO HEIGHT -  1326.234 (meters)     4351.15  (feet) ADJUSTED
 HN0432  ______________________________________________________________________
 HN0432  GEOID HEIGHT    -        -23.155 (meters)                     GEOID18
 HN0432  DYNAMIC HEIGHT  -       1324.669 (meters)     4346.02  (feet) COMP
 HN0432  MODELED GRAVITY -    979,406.5   (mgal)                       NAVD 88
 HN0432
 HN0432  VERT ORDER      -  FIRST     CLASS II
 HN0432
 HN0432.The horizontal coordinates were scaled from a map and have
 HN0432.an estimated accuracy of +/- 6 seconds.
 HN0432
 HN0432.The orthometric height was determined by differential leveling and
 HN0432.adjusted by the NATIONAL GEODETIC SURVEY
 HN0432.in June 1991.
 HN0432
 HN0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0432.GEOID18 height accuracy estimate available here.
 HN0432
 HN0432.Click photographs - Photos may exist for this station.
 HN0432
 HN0432.The dynamic height is computed by dividing the NAVD 88
 HN0432.geopotential number by the normal gravity value computed on the
 HN0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0432.degrees latitude (g = 980.6199 gals.).
 HN0432
 HN0432.The modeled gravity was interpolated from observed gravity values.
 HN0432
 HN0432;                    North         East    Units  Estimated Accuracy
 HN0432;SPC UT S     - 3,051,970.      521,300.      MT  (+/- 180 meters Scaled)
 HN0432
 HN0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG768098(NAD 83)
 HN0432
 HN0432                          SUPERSEDED SURVEY CONTROL
 HN0432
 HN0432  NGVD 29 (??/??/92) 1325.251  (m)         4347.93   (f) ADJ UNCH    1 2
 HN0432
 HN0432.Superseded values are not recommended for survey control.
 HN0432
 HN0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0432.See file dsdata.pdf to determine how the superseded data were derived.
 HN0432
 HN0432_MARKER: DB = BENCH MARK DISK
 HN0432_SETTING: 66 = SET IN ROCK OUTCROP
 HN0432_STAMPING: W 151 1962
 HN0432_MARK LOGO: CGS
 HN0432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0432+STABILITY: POSITION/ELEVATION WELL
 HN0432
 HN0432  HISTORY     - Date     Condition        Report By
 HN0432  HISTORY     - 1962     MONUMENTED       CGS
 HN0432
 HN0432                          STATION DESCRIPTION
 HN0432
 HN0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0432'30.65 MI E FROM GLEN CANYON CITY.
 HN0432'ABOUT 17.75 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0432'SERVICE STATION AT GLEN CANYON CITY.  THENCE 8.8 MILES EAST ALONG A
 HN0432'DIM BULLDOZED TRAIL ROAD TO A SMALL POND SURROUNDED WITH TAMARISK
 HN0432'BUSHES.  THENCE 2.1 MILES EAST ACROSS COUNTRY TO THE WEST RIM OF LAST
 HN0432'CHANCE CREEK.  THENCE 0.7 MILE EAST ACROSS LAST CHANCE CREEK TO THE
 HN0432'EAST RIM OF LAST CHANCE CREEK.  THENCE 1.3 MILES EAST ACROSS COUNTRY
 HN0432'OVER GRAND BENCH, ABOUT 300 FEET NORTHWEST OF A SMALL KNOLL, 63.0 FEET
 HN0432'NORTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A FLAT ROCK
 HN0432'OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0383 ***********************************************************************
 HN0383  DESIGNATION -  W 152
 HN0383  PID         -  HN0383
 HN0383  STATE/COUNTY-  UT/KANE
 HN0383  COUNTRY     -  US
 HN0383  USGS QUAD   -  CATHEDRAL CANYON (2017)
 HN0383
 HN0383                         *CURRENT SURVEY CONTROL
 HN0383  ______________________________________________________________________
 HN0383* NAD 83(1986) POSITION- 37 07 11.     (N) 111 01 38.     (W)   SCALED
 HN0383* NAVD 88 ORTHO HEIGHT -  1238.565 (meters)     4063.53  (feet) ADJUSTED
 HN0383  ______________________________________________________________________
 HN0383  GEOID HEIGHT    -        -22.962 (meters)                     GEOID18
 HN0383  DYNAMIC HEIGHT  -       1237.050 (meters)     4058.55  (feet) COMP
 HN0383  MODELED GRAVITY -    979,368.2   (mgal)                       NAVD 88
 HN0383
 HN0383  VERT ORDER      -  FIRST     CLASS II
 HN0383
 HN0383.The horizontal coordinates were scaled from a map and have
 HN0383.an estimated accuracy of +/- 6 seconds.
 HN0383
 HN0383.The orthometric height was determined by differential leveling and
 HN0383.adjusted by the NATIONAL GEODETIC SURVEY
 HN0383.in June 1991.
 HN0383
 HN0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0383.GEOID18 height accuracy estimate available here.
 HN0383
 HN0383.Click photographs - Photos may exist for this station.
 HN0383
 HN0383.The dynamic height is computed by dividing the NAVD 88
 HN0383.geopotential number by the normal gravity value computed on the
 HN0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0383.degrees latitude (g = 980.6199 gals.).
 HN0383
 HN0383.The modeled gravity was interpolated from observed gravity values.
 HN0383
 HN0383;                    North         East    Units  Estimated Accuracy
 HN0383;SPC UT S     - 3,050,390.      542,020.      MT  (+/- 180 meters Scaled)
 HN0383
 HN0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG975081(NAD 83)
 HN0383
 HN0383                          SUPERSEDED SURVEY CONTROL
 HN0383
 HN0383  NGVD 29 (??/??/92) 1237.477  (m)         4059.96   (f) ADJ UNCH    1 2
 HN0383
 HN0383.Superseded values are not recommended for survey control.
 HN0383
 HN0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0383.See file dsdata.pdf to determine how the superseded data were derived.
 HN0383
 HN0383_MARKER: DB = BENCH MARK DISK
 HN0383_SETTING: 66 = SET IN ROCK OUTCROP
 HN0383_STAMPING: W 152 1962
 HN0383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0383+STABILITY: POSITION/ELEVATION WELL
 HN0383
 HN0383  HISTORY     - Date     Condition        Report By
 HN0383  HISTORY     - 1962     MONUMENTED       CGS
 HN0383
 HN0383                          STATION DESCRIPTION
 HN0383
 HN0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0383'21.55 MI SW FROM HOLE IN THE ROCK.
 HN0383'ABOUT 21.55 MILES SOUTHWEST ACROSS ROCKY TERRAIN FROM
 HN0383'HOLE-IN-THE-ROCK.  ABOUT 0.2 MILE NORTHWEST OF THE COLORADO RIVER, SET
 HN0383'IN THE TOP OF A ROCK OUTCROP, 23.3 FEET NORTHEAST OF A METAL WITNESS
 HN0383'POST.  NOTE-- MARK IS ABOUT A HALF MILE NORTH OF THE KLONDIKE BAR ON
 HN0383'THE COLORADO RIVER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0450 ***********************************************************************
 HN0450  DESIGNATION -  W 153
 HN0450  PID         -  HN0450
 HN0450  STATE/COUNTY-  UT/KANE
 HN0450  COUNTRY     -  US
 HN0450  USGS QUAD   -  NAVAJO POINT (2017)
 HN0450
 HN0450                         *CURRENT SURVEY CONTROL
 HN0450  ______________________________________________________________________
 HN0450* NAD 83(1986) POSITION- 37 09 39.     (N) 111 03 36.     (W)   SCALED
 HN0450* NAVD 88 ORTHO HEIGHT -  1720.045 (meters)     5643.18  (feet) ADJUSTED
 HN0450  ______________________________________________________________________
 HN0450  GEOID HEIGHT    -        -22.854 (meters)                     GEOID18
 HN0450  DYNAMIC HEIGHT  -       1717.926 (meters)     5636.23  (feet) COMP
 HN0450  MODELED GRAVITY -    979,338.8   (mgal)                       NAVD 88
 HN0450
 HN0450  VERT ORDER      -  FIRST     CLASS II
 HN0450
 HN0450.The horizontal coordinates were scaled from a map and have
 HN0450.an estimated accuracy of +/- 6 seconds.
 HN0450
 HN0450.The orthometric height was determined by differential leveling and
 HN0450.adjusted by the NATIONAL GEODETIC SURVEY
 HN0450.in June 1991.
 HN0450
 HN0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0450.GEOID18 height accuracy estimate available here.
 HN0450
 HN0450.Click photographs - Photos may exist for this station.
 HN0450
 HN0450.The dynamic height is computed by dividing the NAVD 88
 HN0450.geopotential number by the normal gravity value computed on the
 HN0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0450.degrees latitude (g = 980.6199 gals.).
 HN0450
 HN0450.The modeled gravity was interpolated from observed gravity values.
 HN0450
 HN0450;                    North         East    Units  Estimated Accuracy
 HN0450;SPC UT S     - 3,054,940.      539,080.      MT  (+/- 180 meters Scaled)
 HN0450
 HN0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG946127(NAD 83)
 HN0450
 HN0450                          SUPERSEDED SURVEY CONTROL
 HN0450
 HN0450  NGVD 29 (??/??/92) 1719.002  (m)         5639.76   (f) ADJ UNCH    1 2
 HN0450
 HN0450.Superseded values are not recommended for survey control.
 HN0450
 HN0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0450.See file dsdata.pdf to determine how the superseded data were derived.
 HN0450
 HN0450_MARKER: DB = BENCH MARK DISK
 HN0450_SETTING: 80 = SET IN A BOULDER
 HN0450_STAMPING: W 153 1962
 HN0450_MARK LOGO: CGS
 HN0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0450+STABILITY: SURFACE MOTION
 HN0450
 HN0450  HISTORY     - Date     Condition        Report By
 HN0450  HISTORY     - 1962     MONUMENTED       CGS
 HN0450
 HN0450                          STATION DESCRIPTION
 HN0450
 HN0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0450'21.95 MI SW FROM HOLE-IN-THE-ROCK.
 HN0450'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0450'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0450'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0450'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0450'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0450'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0450'PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0450'HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0450'CLIFFS.  THENCE 2.4 MILES SOUTH-SOUTHEAST ALONG A COW PATH.  THENCE
 HN0450'3.1 MILES SOUTH ACROSS ROCKY COUNTRY TOWARDS NAVAJO POINT.  THENCE 3.0
 HN0450'MILES NORTHWEST ALONG A COW PATH AND AROUND NAVAJO POINT.  THENCE 1.7
 HN0450'MILES SOUTHWEST DOWNHILL AND ACROSS ROCKY COUNTRY LEADING TO BILLIE
 HN0450'FLAT TOP, WEST OF NAVAJO POINT, ON THE CREST AND AT THE SOUTH POINT OF
 HN0450'A ROCKY RIDGE, 1.8 FEET EAST OF A METAL WITNESS POST, AND SET IN THE
 HN0450'TOP OF A BOULDER WHICH PROJECTS ABOUT 2-FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0321 ***********************************************************************
 MS0321  DESIGNATION -  W 154
 MS0321  PID         -  MS0321
 MS0321  STATE/COUNTY-  UT/BOX ELDER
 MS0321  COUNTRY     -  US
 MS0321  USGS QUAD   -  LEMAY (2017)
 MS0321
 MS0321                         *CURRENT SURVEY CONTROL
 MS0321  ______________________________________________________________________
 MS0321* NAD 83(1986) POSITION- 41 17 31.     (N) 113 24 33.     (W)   SCALED
 MS0321* NAVD 88 ORTHO HEIGHT -  1285.963 (meters)     4219.03  (feet) ADJUSTED
 MS0321  ______________________________________________________________________
 MS0321  GEOID HEIGHT    -        -16.931 (meters)                     GEOID18
 MS0321  DYNAMIC HEIGHT  -       1285.063 (meters)     4216.08  (feet) COMP
 MS0321  MODELED GRAVITY -    979,879.2   (mgal)                       NAVD 88
 MS0321
 MS0321  VERT ORDER      -  SECOND    CLASS 0
 MS0321
 MS0321.The horizontal coordinates were scaled from a map and have
 MS0321.an estimated accuracy of +/- 6 seconds.
 MS0321
 MS0321.The orthometric height was determined by differential leveling and
 MS0321.adjusted by the NATIONAL GEODETIC SURVEY
 MS0321.in June 1991.
 MS0321
 MS0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0321.GEOID18 height accuracy estimate available here.
 MS0321
 MS0321.Click photographs - Photos may exist for this station.
 MS0321
 MS0321.The dynamic height is computed by dividing the NAVD 88
 MS0321.geopotential number by the normal gravity value computed on the
 MS0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0321.degrees latitude (g = 980.6199 gals.).
 MS0321
 MS0321.The modeled gravity was interpolated from observed gravity values.
 MS0321
 MS0321;                    North         East    Units  Estimated Accuracy
 MS0321;SPC UT N     - 1,108,210.      340,100.      MT  (+/- 180 meters Scaled)
 MS0321
 MS0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL982739(NAD 83)
 MS0321
 MS0321                          SUPERSEDED SURVEY CONTROL
 MS0321
 MS0321  NGVD 29 (??/??/92) 1284.971  (m)         4215.78   (f) ADJ UNCH    2 0
 MS0321
 MS0321.Superseded values are not recommended for survey control.
 MS0321
 MS0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0321.See file dsdata.pdf to determine how the superseded data were derived.
 MS0321
 MS0321_MARKER: DB = BENCH MARK DISK
 MS0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0321_STAMPING: W 154 1966
 MS0321_MARK LOGO: CGS
 MS0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0321+STABILITY: SURFACE MOTION
 MS0321
 MS0321  HISTORY     - Date     Condition        Report By
 MS0321  HISTORY     - 1966     MONUMENTED       CGS
 MS0321
 MS0321                          STATION DESCRIPTION
 MS0321
 MS0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0321'15.1 MI W FROM HOGUP.
 MS0321'15.1 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STOCK
 MS0321'PENS AT HOGUP, 2 FEET EAST OF THE FOURTH POLE WEST OF MILE POST 706,
 MS0321'58.7 FEET NORTH OF THE NORTH RAIL, 1.8 FEET WEST OF A WITNESS POST,
 MS0321'ABOUT 8 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST
 MS0321'PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0407 ***********************************************************************
 MS0407  DESIGNATION -  W 155
 MS0407  PID         -  MS0407
 MS0407  STATE/COUNTY-  UT/BOX ELDER
 MS0407  COUNTRY     -  US
 MS0407  USGS QUAD   -  PIGEON MOUNTAIN (2017)
 MS0407
 MS0407                         *CURRENT SURVEY CONTROL
 MS0407  ______________________________________________________________________
 MS0407* NAD 83(1986) POSITION- 41 20 05.     (N) 113 49 18.     (W)   SCALED
 MS0407* NAVD 88 ORTHO HEIGHT -  1334.189 (meters)     4377.25  (feet) ADJUSTED
 MS0407  ______________________________________________________________________
 MS0407  GEOID HEIGHT    -        -16.879 (meters)                     GEOID18
 MS0407  DYNAMIC HEIGHT  -       1333.237 (meters)     4374.13  (feet) COMP
 MS0407  MODELED GRAVITY -    979,863.6   (mgal)                       NAVD 88
 MS0407
 MS0407  VERT ORDER      -  SECOND    CLASS 0
 MS0407
 MS0407.The horizontal coordinates were scaled from a map and have
 MS0407.an estimated accuracy of +/- 6 seconds.
 MS0407
 MS0407.The orthometric height was determined by differential leveling and
 MS0407.adjusted by the NATIONAL GEODETIC SURVEY
 MS0407.in June 1991.
 MS0407
 MS0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0407.GEOID18 height accuracy estimate available here.
 MS0407
 MS0407.Click photographs - Photos may exist for this station.
 MS0407
 MS0407.The dynamic height is computed by dividing the NAVD 88
 MS0407.geopotential number by the normal gravity value computed on the
 MS0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0407.degrees latitude (g = 980.6199 gals.).
 MS0407
 MS0407.The modeled gravity was interpolated from observed gravity values.
 MS0407
 MS0407;                    North         East    Units  Estimated Accuracy
 MS0407;SPC UT N     - 1,113,800.      305,690.      MT  (+/- 180 meters Scaled)
 MS0407
 MS0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL638797(NAD 83)
 MS0407
 MS0407                          SUPERSEDED SURVEY CONTROL
 MS0407
 MS0407  NGVD 29 (??/??/92) 1333.18   (m)         4373.9    (f) COMPUTED    2 0
 MS0407
 MS0407.Superseded values are not recommended for survey control.
 MS0407
 MS0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0407.See file dsdata.pdf to determine how the superseded data were derived.
 MS0407
 MS0407_MARKER: DB = BENCH MARK DISK
 MS0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0407_STAMPING: W 155 1966
 MS0407_MARK LOGO: CGS
 MS0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0407+STABILITY: SURFACE MOTION
 MS0407
 MS0407  HISTORY     - Date     Condition        Report By
 MS0407  HISTORY     - 1966     MONUMENTED       CGS
 MS0407
 MS0407                          STATION DESCRIPTION
 MS0407
 MS0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0407'4.8 MI E FROM LUCIN.
 MS0407'4.8 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE CROSSING
 MS0407'OF STATE HIGHWAY 70 AT LUCIN, AT THE WEST END OF A SIDING, 6 FEET EAST
 MS0407'OF THE SEVENTH POLE EAST OF MILE POST 684, 59.1 FEET NORTH OF THE
 MS0407'NORTH RAIL OF THE MAIN TRACK, 36 FEET NORTH OF THE CENTER LINE OF THE
 MS0407'ROAD, 1.9 FEET WEST OF A WITNESS POST, ABOUT 12 FEET LOWER THAN THE
 MS0407'TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0165 ***********************************************************************
 LO0165  DESIGNATION -  W 159
 LO0165  PID         -  LO0165
 LO0165  STATE/COUNTY-  UT/SUMMIT
 LO0165  COUNTRY     -  US
 LO0165  USGS QUAD   -  MIRROR LAKE (2017)
 LO0165
 LO0165                         *CURRENT SURVEY CONTROL
 LO0165  ______________________________________________________________________
 LO0165* NAD 83(1986) POSITION- 40 40 29.13   (N) 110 57 07.59   (W)   HD_HELD1
 LO0165* NAVD 88 ORTHO HEIGHT -  2946.515 (meters)     9667.02  (feet) ADJUSTED
 LO0165  ______________________________________________________________________
 LO0165  GEOID HEIGHT    -        -13.090 (meters)                     GEOID18
 LO0165  DYNAMIC HEIGHT  -       2943.341 (meters)     9656.61  (feet) COMP
 LO0165  MODELED GRAVITY -    979,438.7   (mgal)                       NAVD 88
 LO0165
 LO0165  VERT ORDER      -  SECOND    CLASS 0
 LO0165
 LO0165.The horizontal coordinates were determined by differentially corrected
 LO0165.hand held GPS observations or other comparable positioning techniques
 LO0165.and have an estimated accuracy of +/- 3 meters.
 LO0165
 LO0165.The orthometric height was determined by differential leveling and
 LO0165.adjusted by the NATIONAL GEODETIC SURVEY
 LO0165.in June 1991.
 LO0165
 LO0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0165.GEOID18 height accuracy estimate available here.
 LO0165
 LO0165.Click photographs - Photos may exist for this station.
 LO0165
 LO0165.The dynamic height is computed by dividing the NAVD 88
 LO0165.geopotential number by the normal gravity value computed on the
 LO0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0165.degrees latitude (g = 980.6199 gals.).
 LO0165
 LO0165.The modeled gravity was interpolated from observed gravity values.
 LO0165
 LO0165;                    North         East    Units  Estimated Accuracy
 LO0165;SPC UT N     - 1,038,061.0     546,322.8     MT  (+/- 3 meters HH1 GPS) 
 LO0165
 LO0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL0404702654(NAD 83)
 LO0165
 LO0165                          SUPERSEDED SURVEY CONTROL
 LO0165
 LO0165  NGVD 29 (??/??/92) 2944.958  (m)         9661.92   (f) ADJ UNCH    2 0
 LO0165
 LO0165.Superseded values are not recommended for survey control.
 LO0165
 LO0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0165.See file dsdata.pdf to determine how the superseded data were derived.
 LO0165
 LO0165_MARKER: DB = BENCH MARK DISK
 LO0165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0165_SP_SET: CULVERT
 LO0165_STAMPING: W 159 1962
 LO0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0165
 LO0165  HISTORY     - Date     Condition        Report By
 LO0165  HISTORY     - 1962     MONUMENTED       CGS
 LO0165
 LO0165                          STATION DESCRIPTION
 LO0165
 LO0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0165'25.9 MI NE FROM KAMAS.
 LO0165'25.9 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0165'HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP AND 1.1 FEET NORTHWEST OF
 LO0165'THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL OF A 6-FOOT PIPE
 LO0165'CULVERT, 27 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND
 LO0165'ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0087 ***********************************************************************
 KN0087  DESIGNATION -  W 16
 KN0087  PID         -  KN0087
 KN0087  STATE/COUNTY-  UT/CARBON
 KN0087  COUNTRY     -  US
 KN0087  USGS QUAD   -  WELLINGTON (2017)
 KN0087
 KN0087                         *CURRENT SURVEY CONTROL
 KN0087  ______________________________________________________________________
 KN0087* NAD 83(1986) POSITION- 39 32 06.     (N) 110 42 42.     (W)   SCALED
 KN0087* NAVD 88 ORTHO HEIGHT -  1635.648 (meters)     5366.29  (feet) ADJUSTED
 KN0087  ______________________________________________________________________
 KN0087  GEOID HEIGHT    -        -17.242 (meters)                     GEOID18
 KN0087  DYNAMIC HEIGHT  -       1634.080 (meters)     5361.14  (feet) COMP
 KN0087  MODELED GRAVITY -    979,610.6   (mgal)                       NAVD 88
 KN0087
 KN0087  VERT ORDER      -  FIRST     CLASS II
 KN0087
 KN0087.The horizontal coordinates were scaled from a map and have
 KN0087.an estimated accuracy of +/- 6 seconds.
 KN0087
 KN0087.The orthometric height was determined by differential leveling and
 KN0087.adjusted by the NATIONAL GEODETIC SURVEY
 KN0087.in June 1991.
 KN0087
 KN0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0087.GEOID18 height accuracy estimate available here.
 KN0087
 KN0087.Click photographs - Photos may exist for this station.
 KN0087
 KN0087.The dynamic height is computed by dividing the NAVD 88
 KN0087.geopotential number by the normal gravity value computed on the
 KN0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0087.degrees latitude (g = 980.6199 gals.).
 KN0087
 KN0087.The modeled gravity was interpolated from observed gravity values.
 KN0087
 KN0087;                    North         East    Units  Estimated Accuracy
 KN0087;SPC UT C     - 2,133,710.      567,770.      MT  (+/- 180 meters Scaled)
 KN0087
 KN0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ247761(NAD 83)
 KN0087
 KN0087                          SUPERSEDED SURVEY CONTROL
 KN0087
 KN0087  NGVD 29 (??/??/92) 1634.640  (m)         5362.98   (f) ADJ UNCH    1 2
 KN0087
 KN0087.Superseded values are not recommended for survey control.
 KN0087
 KN0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0087.See file dsdata.pdf to determine how the superseded data were derived.
 KN0087
 KN0087_MARKER: DB = BENCH MARK DISK
 KN0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0087_SP_SET: BRIDGE
 KN0087_STAMPING: 5362.981 W 16 1927
 KN0087_MARK LOGO: CGS
 KN0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0087
 KN0087  HISTORY     - Date     Condition        Report By
 KN0087  HISTORY     - 1927     MONUMENTED       CGS
 KN0087  HISTORY     - 1938     GOOD             CGS
 KN0087  HISTORY     - 1979     MARK NOT FOUND   NGS
 KN0087
 KN0087                          STATION DESCRIPTION
 KN0087
 KN0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KN0087'1.5 MI SE FROM WELLINGTON.
 KN0087'1.5 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0087'FROM WELLINGTON, CARBON COUNTY, AT STEEL BRIDGE 612 A, AND IN THE TOP
 KN0087'OF THE WEST END OF THE NORTH ABUTMENT.  A STANDARD DISK, STAMPED
 KN0087'5362.981 W 16 1927.
 KN0087
 KN0087                          STATION RECOVERY (1979)
 KN0087
 KN0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KN0087'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0189 ***********************************************************************
 LO0189  DESIGNATION -  W 160
 LO0189  PID         -  LO0189
 LO0189  STATE/COUNTY-  UT/SUMMIT
 LO0189  COUNTRY     -  US
 LO0189  USGS QUAD   -  WHITNEY RESERVOIR (2017)
 LO0189
 LO0189                         *CURRENT SURVEY CONTROL
 LO0189  ______________________________________________________________________
 LO0189* NAD 83(1986) POSITION- 40 48 25.     (N) 110 52 36.     (W)   SCALED
 LO0189* NAVD 88 ORTHO HEIGHT -  2767.515 (meters)     9079.76  (feet) ADJUSTED
 LO0189  ______________________________________________________________________
 LO0189  GEOID HEIGHT    -        -12.960 (meters)                     GEOID18
 LO0189  DYNAMIC HEIGHT  -       2764.607 (meters)     9070.21  (feet) COMP
 LO0189  MODELED GRAVITY -    979,471.9   (mgal)                       NAVD 88
 LO0189
 LO0189  VERT ORDER      -  SECOND    CLASS 0
 LO0189
 LO0189.The horizontal coordinates were scaled from a map and have
 LO0189.an estimated accuracy of +/- 6 seconds.
 LO0189
 LO0189.The orthometric height was determined by differential leveling and
 LO0189.adjusted by the NATIONAL GEODETIC SURVEY
 LO0189.in June 1991.
 LO0189
 LO0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0189.GEOID18 height accuracy estimate available here.
 LO0189
 LO0189.Click photographs - Photos may exist for this station.
 LO0189
 LO0189.The dynamic height is computed by dividing the NAVD 88
 LO0189.geopotential number by the normal gravity value computed on the
 LO0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0189.degrees latitude (g = 980.6199 gals.).
 LO0189
 LO0189.The modeled gravity was interpolated from observed gravity values.
 LO0189
 LO0189;                    North         East    Units  Estimated Accuracy
 LO0189;SPC UT N     - 1,052,780.      552,600.      MT  (+/- 180 meters Scaled)
 LO0189
 LO0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL104173(NAD 83)
 LO0189
 LO0189                          SUPERSEDED SURVEY CONTROL
 LO0189
 LO0189  NGVD 29 (??/??/92) 2765.956  (m)         9074.64   (f) ADJ UNCH    2 0
 LO0189
 LO0189.Superseded values are not recommended for survey control.
 LO0189
 LO0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0189.See file dsdata.pdf to determine how the superseded data were derived.
 LO0189
 LO0189_MARKER: DB = BENCH MARK DISK
 LO0189_SETTING: 80 = SET IN A BOULDER
 LO0189_STAMPING: W 160 1962
 LO0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0189+STABILITY: SURFACE MOTION
 LO0189
 LO0189  HISTORY     - Date     Condition        Report By
 LO0189  HISTORY     - 1962     MONUMENTED       CGS
 LO0189
 LO0189                          STATION DESCRIPTION
 LO0189
 LO0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0189'41.6 MI NE FROM KAMAS.
 LO0189'41.6 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0189'HIGHWAY 189 ALTERNATE AT KAMAS, 0.1 MILE NORTHEAST OF THE JUNCTION OF
 LO0189'A DIRT ROAD EAST-NORTHEAST, 50 FEET NORTHWEST OF THE CENTER LINE OF
 LO0189'THE HIGHWAY, 3.9 FEET NORTHWEST OF A WITNESS POST, IN THE TOP OF A 4-
 LO0189'BY 4-FOOT BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND, AND 3
 LO0189'1/2 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0345 ***********************************************************************
 LO0345  DESIGNATION -  W 161
 LO0345  PID         -  LO0345
 LO0345  STATE/COUNTY-  UT/SUMMIT
 LO0345  COUNTRY     -  US
 LO0345  USGS QUAD   -  UPTON (2017)
 LO0345
 LO0345                         *CURRENT SURVEY CONTROL
 LO0345  ______________________________________________________________________
 LO0345* NAD 83(1986) POSITION- 40 56 20.0    (N) 111 09 19.5    (W)   HD_HELD2
 LO0345* NAVD 88 ORTHO HEIGHT -  1977.755 (meters)     6488.68  (feet) ADJUSTED
 LO0345  ______________________________________________________________________
 LO0345  GEOID HEIGHT    -        -15.021 (meters)                     GEOID18
 LO0345  DYNAMIC HEIGHT  -       1975.872 (meters)     6482.51  (feet) COMP
 LO0345  MODELED GRAVITY -    979,602.0   (mgal)                       NAVD 88
 LO0345
 LO0345  VERT ORDER      -  SECOND    CLASS 0
 LO0345
 LO0345.The horizontal coordinates were established by autonomous hand held GPS
 LO0345.observations and have an estimated accuracy of +/- 10 meters.
 LO0345
 LO0345.The orthometric height was determined by differential leveling and
 LO0345.adjusted by the NATIONAL GEODETIC SURVEY
 LO0345.in June 1991.
 LO0345
 LO0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0345.GEOID18 height accuracy estimate available here.
 LO0345
 LO0345.Click photographs - Photos may exist for this station.
 LO0345
 LO0345.The dynamic height is computed by dividing the NAVD 88
 LO0345.geopotential number by the normal gravity value computed on the
 LO0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0345.degrees latitude (g = 980.6199 gals.).
 LO0345
 LO0345.The modeled gravity was interpolated from observed gravity values.
 LO0345
 LO0345;                    North         East    Units  Estimated Accuracy
 LO0345;SPC UT N     - 1,067,304.      529,017.      MT  (+/- 10 meters HH2 GPS)
 LO0345
 LO0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL8691731984(NAD 83)
 LO0345
 LO0345                          SUPERSEDED SURVEY CONTROL
 LO0345
 LO0345  NGVD 29 (??/??/92) 1976.368  (m)         6484.13   (f) ADJ UNCH    2 0
 LO0345
 LO0345.Superseded values are not recommended for survey control.
 LO0345
 LO0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0345.See file dsdata.pdf to determine how the superseded data were derived.
 LO0345
 LO0345_MARKER: DB = BENCH MARK DISK
 LO0345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0345_SP_SET: BRIDGE
 LO0345_STAMPING: W 161 1962
 LO0345_MARK LOGO: CGS
 LO0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0345
 LO0345  HISTORY     - Date     Condition        Report By
 LO0345  HISTORY     - 1962     MONUMENTED       CGS
 LO0345  HISTORY     - 20120424 POOR             GEOCAC
 LO0345
 LO0345                          STATION DESCRIPTION
 LO0345
 LO0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0345'15.3 MI E FROM COALVILLE.
 LO0345'15.3 MILES EAST ALONG STATE HIGHWAY 133 FROM THE COURT HOUSE AT
 LO0345'COALVILLE, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 LO0345'CURB OF BRIDGE 15.1 OVER CHALK CREEK, 12 FEET NORTHEAST OF THE CENTER
 LO0345'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LO0345
 LO0345                          STATION RECOVERY (2012)
 LO0345
 LO0345'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 LO0345'RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTION. THE DESIGNATOR
 LO0345'STAMPED INTO THE FACE OF THE DISK IS OBSCURED BY WHAT APPEARS TO BE
 LO0345'CONCRETE RESIDUE THAT MAY HAVE ADHERED TO THE DISK AT THE TIME IT WAS
 LO0345'EMBEDDED IN CURB.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0577 ***********************************************************************
 HN0577  DESIGNATION -  W 162
 HN0577  PID         -  HN0577
 HN0577  STATE/COUNTY-  UT/GARFIELD
 HN0577  COUNTRY     -  US
 HN0577  USGS QUAD   -  ESCALANTE (2017)
 HN0577
 HN0577                         *CURRENT SURVEY CONTROL
 HN0577  ______________________________________________________________________
 HN0577* NAD 83(1986) POSITION- 37 50 19.     (N) 111 37 10.     (W)   SCALED
 HN0577* NAVD 88 ORTHO HEIGHT -  1890.819 (meters)     6203.46  (feet) ADJUSTED
 HN0577  ______________________________________________________________________
 HN0577  GEOID HEIGHT    -        -19.489 (meters)                     GEOID18
 HN0577  DYNAMIC HEIGHT  -       1888.607 (meters)     6196.20  (feet) COMP
 HN0577  MODELED GRAVITY -    979,392.5   (mgal)                       NAVD 88
 HN0577
 HN0577  VERT ORDER      -  SECOND    CLASS 0
 HN0577
 HN0577.The horizontal coordinates were scaled from a map and have
 HN0577.an estimated accuracy of +/- 6 seconds.
 HN0577
 HN0577.The orthometric height was determined by differential leveling and
 HN0577.adjusted by the NATIONAL GEODETIC SURVEY
 HN0577.in June 1991.
 HN0577
 HN0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0577.GEOID18 height accuracy estimate available here.
 HN0577
 HN0577.Click photographs - Photos may exist for this station.
 HN0577
 HN0577.The dynamic height is computed by dividing the NAVD 88
 HN0577.geopotential number by the normal gravity value computed on the
 HN0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0577.degrees latitude (g = 980.6199 gals.).
 HN0577
 HN0577.The modeled gravity was interpolated from observed gravity values.
 HN0577
 HN0577;                    North         East    Units  Estimated Accuracy
 HN0577;SPC UT S     - 3,130,070.      489,490.      MT  (+/- 180 meters Scaled)
 HN0577
 HN0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG454880(NAD 83)
 HN0577
 HN0577                          SUPERSEDED SURVEY CONTROL
 HN0577
 HN0577  NGVD 29 (??/??/92) 1889.589  (m)         6199.43   (f) ADJ UNCH    2 0
 HN0577
 HN0577.Superseded values are not recommended for survey control.
 HN0577
 HN0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0577.See file dsdata.pdf to determine how the superseded data were derived.
 HN0577
 HN0577_MARKER: DB = BENCH MARK DISK
 HN0577_SETTING: 66 = SET IN ROCK OUTCROP
 HN0577_STAMPING: W 162 1962
 HN0577_MARK LOGO: CGS
 HN0577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0577+STABILITY: POSITION/ELEVATION WELL
 HN0577
 HN0577  HISTORY     - Date     Condition        Report By
 HN0577  HISTORY     - 1962     MONUMENTED       CGS
 HN0577  HISTORY     - 1963     GOOD             CGS
 HN0577
 HN0577                          STATION DESCRIPTION
 HN0577
 HN0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0577'5.55 MI N FROM ESCALANTE.
 HN0577'5.55 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 HN0577'ESCALANTE, 0.35 MILE SOUTH OF A ENTERING DIXIE NATIONAL FOREST SIGN,
 HN0577'SET VERTICALLY IN THE EAST FACE OF A MASSIVE SANDSTONE OUTCROP WHICH
 HN0577'PROJECTS ABOUT 16 FEET ABOVE THE GROUND, 14 FEET WEST OF THE CENTER
 HN0577'LINE OF THE ROAD, ABOUT 3 1/2 FEET HIGHER THAN THE ROAD, AND 2.0 FEET
 HN0577'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0643 ***********************************************************************
 HN0643  DESIGNATION -  W 163
 HN0643  PID         -  HN0643
 HN0643  STATE/COUNTY-  UT/GARFIELD
 HN0643  COUNTRY     -  US
 HN0643  USGS QUAD   -  CANAAN CREEK (2017)
 HN0643
 HN0643                         *CURRENT SURVEY CONTROL
 HN0643  ______________________________________________________________________
 HN0643* NAD 83(1986) POSITION- 37 44 17.     (N) 111 44 13.     (W)   SCALED
 HN0643* NAVD 88 ORTHO HEIGHT -  1975.096 (meters)     6479.96  (feet) ADJUSTED
 HN0643  ______________________________________________________________________
 HN0643  GEOID HEIGHT    -        -19.849 (meters)                     GEOID18
 HN0643  DYNAMIC HEIGHT  -       1972.732 (meters)     6472.20  (feet) COMP
 HN0643  MODELED GRAVITY -    979,362.6   (mgal)                       NAVD 88
 HN0643
 HN0643  VERT ORDER      -  SECOND    CLASS 0
 HN0643
 HN0643.The horizontal coordinates were scaled from a map and have
 HN0643.an estimated accuracy of +/- 6 seconds.
 HN0643
 HN0643.The orthometric height was determined by differential leveling and
 HN0643.adjusted by the NATIONAL GEODETIC SURVEY
 HN0643.in June 1991.
 HN0643
 HN0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0643.GEOID18 height accuracy estimate available here.
 HN0643
 HN0643.Click photographs - Photos may exist for this station.
 HN0643
 HN0643.The dynamic height is computed by dividing the NAVD 88
 HN0643.geopotential number by the normal gravity value computed on the
 HN0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0643.degrees latitude (g = 980.6199 gals.).
 HN0643
 HN0643.The modeled gravity was interpolated from observed gravity values.
 HN0643
 HN0643;                    North         East    Units  Estimated Accuracy
 HN0643;SPC UT S     - 3,118,930.      479,120.      MT  (+/- 180 meters Scaled)
 HN0643
 HN0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG350770(NAD 83)
 HN0643
 HN0643                          SUPERSEDED SURVEY CONTROL
 HN0643
 HN0643  NGVD 29 (??/??/92) 1973.814  (m)         6475.75   (f) ADJ UNCH    2 0
 HN0643
 HN0643.Superseded values are not recommended for survey control.
 HN0643
 HN0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0643.See file dsdata.pdf to determine how the superseded data were derived.
 HN0643
 HN0643_MARKER: DB = BENCH MARK DISK
 HN0643_SETTING: 66 = SET IN ROCK OUTCROP
 HN0643_STAMPING: W 163 1962
 HN0643_MARK LOGO: CGS
 HN0643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0643+STABILITY: POSITION/ELEVATION WELL
 HN0643
 HN0643  HISTORY     - Date     Condition        Report By
 HN0643  HISTORY     - 1962     MONUMENTED       CGS
 HN0643  HISTORY     - 1963     GOOD             CGS
 HN0643
 HN0643                          STATION DESCRIPTION
 HN0643
 HN0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0643'8.8 MI SW FROM ESCALANTE.
 HN0643'8.8 MILES SOUTHWEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD
 HN0643'CHURCH AT ESCALANTE, AT THE WEST END OF A LONG CURVE, IN THE TOP OF A
 HN0643'LARGE SANDSTONE OUTCROP WHICH PROJECTS ABOUT 3 1/2 FEET ABOVE THE
 HN0643'GROUND, 49 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 156 FEET
 HN0643'SOUTHEAST OF A 36-INCH PINE TREE, 8.6 FEET NORTH OF A WITNESS POST,
 HN0643'AND ABOUT 6 1/2 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN1016 ***********************************************************************
 HN1016  DESIGNATION -  W 164 RESET
 HN1016  PID         -  HN1016
 HN1016  STATE/COUNTY-  UT/GARFIELD
 HN1016  COUNTRY     -  US
 HN1016  USGS QUAD   -  HENRIEVILLE (2017)
 HN1016
 HN1016                         *CURRENT SURVEY CONTROL
 HN1016  ______________________________________________________________________
 HN1016* NAD 83(1986) POSITION- 37 35 41.     (N) 111 58 47.     (W)   SCALED
 HN1016* NAVD 88 ORTHO HEIGHT -  1890.28  (meters)     6201.7   (feet) RESET
 HN1016  ______________________________________________________________________
 HN1016  GEOID HEIGHT    -        -20.378 (meters)                     GEOID18
 HN1016  VERT ORDER      -  THIRD
 HN1016
 HN1016.The horizontal coordinates were scaled from a map and have
 HN1016.an estimated accuracy of +/- 6 seconds.
 HN1016
 HN1016.The orthometric height was computed from unverified reset data.
 HN1016
 HN1016.No vertical observational check was made to the station.
 HN1016
 HN1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN1016.GEOID18 height accuracy estimate available here.
 HN1016
 HN1016.Click photographs - Photos may exist for this station.
 HN1016
 HN1016;                    North         East    Units  Estimated Accuracy
 HN1016;SPC UT S     - 3,103,110.      457,640.      MT  (+/- 180 meters Scaled)
 HN1016
 HN1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG135613(NAD 83)
 HN1016
 HN1016                          SUPERSEDED SURVEY CONTROL
 HN1016
 HN1016  NGVD 29 (07/25/12) 1889.00   (m)         6197.5    (f) RESET       3  
 HN1016
 HN1016.Superseded values are not recommended for survey control.
 HN1016
 HN1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN1016.See file dsdata.pdf to determine how the superseded data were derived.
 HN1016
 HN1016_MARKER: DV = VERTICAL CONTROL DISK
 HN1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN1016_STAMPING: W 164 RESET 1985
 HN1016_MARK LOGO: NGS
 HN1016_MAGNETIC: N = NO MAGNETIC MATERIAL
 HN1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN1016+STABILITY: SURFACE MOTION
 HN1016
 HN1016  HISTORY     - Date     Condition        Report By
 HN1016  HISTORY     - 1985     MONUMENTED       UTDH
 HN1016
 HN1016                          STATION DESCRIPTION
 HN1016
 HN1016'DESCRIBED BY UTAH STATE DEPARTMENT OF HIGHWAYS 1985
 HN1016'10.5 MILES (16.9 KM) SOUTHEAST ALONG STATE HIGHWAY 54 FROM LDS CHURCH
 HN1016'IN TROPIC, 52.0 FEET (15.8 M) SOUTHEAST OF STATION 1447+73, AND 133.0
 HN1016'FEET (40.5 M) EAST OF STATION 1448+25 IN A CONCRETE MONUMENT FLUSH
 HN1016'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0600 ***********************************************************************
 HN0600  DESIGNATION -  W 165
 HN0600  PID         -  HN0600
 HN0600  STATE/COUNTY-  UT/GARFIELD
 HN0600  COUNTRY     -  US
 HN0600  USGS QUAD   -  SWEETWATER CREEK (2017)
 HN0600
 HN0600                         *CURRENT SURVEY CONTROL
 HN0600  ______________________________________________________________________
 HN0600* NAD 83(1986) POSITION- 37 49 36.     (N) 111 56 32.     (W)   SCALED
 HN0600* NAVD 88 ORTHO HEIGHT -  2469.997 (meters)     8103.65  (feet) ADJUSTED
 HN0600  ______________________________________________________________________
 HN0600  GEOID HEIGHT    -        -19.255 (meters)                     GEOID18
 HN0600  DYNAMIC HEIGHT  -       2466.856 (meters)     8093.34  (feet) COMP
 HN0600  MODELED GRAVITY -    979,268.3   (mgal)                       NAVD 88
 HN0600
 HN0600  VERT ORDER      -  SECOND    CLASS 0
 HN0600
 HN0600.The horizontal coordinates were scaled from a map and have
 HN0600.an estimated accuracy of +/- 6 seconds.
 HN0600
 HN0600.The orthometric height was determined by differential leveling and
 HN0600.adjusted by the NATIONAL GEODETIC SURVEY
 HN0600.in June 1991.
 HN0600
 HN0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0600.GEOID18 height accuracy estimate available here.
 HN0600
 HN0600.Click photographs - Photos may exist for this station.
 HN0600
 HN0600.The dynamic height is computed by dividing the NAVD 88
 HN0600.geopotential number by the normal gravity value computed on the
 HN0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0600.degrees latitude (g = 980.6199 gals.).
 HN0600
 HN0600.The modeled gravity was interpolated from observed gravity values.
 HN0600
 HN0600;                    North         East    Units  Estimated Accuracy
 HN0600;SPC UT S     - 3,128,830.      461,070.      MT  (+/- 180 meters Scaled)
 HN0600
 HN0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG170870(NAD 83)
 HN0600
 HN0600                          SUPERSEDED SURVEY CONTROL
 HN0600
 HN0600  NGVD 29 (??/??/92) 2468.571  (m)         8098.97   (f) ADJ UNCH    2 0
 HN0600
 HN0600.Superseded values are not recommended for survey control.
 HN0600
 HN0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0600.See file dsdata.pdf to determine how the superseded data were derived.
 HN0600
 HN0600_MARKER: DB = BENCH MARK DISK
 HN0600_SETTING: 66 = SET IN ROCK OUTCROP
 HN0600_STAMPING: W 165 1963
 HN0600_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0600+STABILITY: POSITION/ELEVATION WELL
 HN0600
 HN0600  HISTORY     - Date     Condition        Report By
 HN0600  HISTORY     - 1963     MONUMENTED       CGS
 HN0600
 HN0600                          STATION DESCRIPTION
 HN0600
 HN0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0600'23.85 MI NW FROM ESCALANTE.
 HN0600'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0600'AT ESCALANTE, THENCE 19.0 MILES NORTHWEST ALONG A DIRT ROAD, ON THE
 HN0600'SOUTH END AND THE EAST SLOPE OF A SMALL RIDGE, IN THE TOP OF THE EAST
 HN0600'END OF A LEDGE OF SANDSTONE OUTCROP, 24 FEET NORTH OF THE CENTER LINE
 HN0600'OF THE ROAD, 3.2 FEET WEST OF A WITNESS POST, AND ABOUT 9 FEET HIGHER
 HN0600'THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0210 ***********************************************************************
 JN0210  DESIGNATION -  W 166
 JN0210  PID         -  JN0210
 JN0210  STATE/COUNTY-  UT/GARFIELD
 JN0210  COUNTRY     -  US
 JN0210  USGS QUAD   -  BIG LAKE (2017)
 JN0210
 JN0210                         *CURRENT SURVEY CONTROL
 JN0210  ______________________________________________________________________
 JN0210* NAD 83(1986) POSITION- 38 05 36.     (N) 111 41 27.     (W)   SCALED
 JN0210* NAVD 88 ORTHO HEIGHT -  2982.412 (meters)     9784.80  (feet) ADJUSTED
 JN0210  ______________________________________________________________________
 JN0210  GEOID HEIGHT    -        -17.916 (meters)                     GEOID18
 JN0210  DYNAMIC HEIGHT  -       2978.427 (meters)     9771.72  (feet) COMP
 JN0210  MODELED GRAVITY -    979,183.2   (mgal)                       NAVD 88
 JN0210
 JN0210  VERT ORDER      -  SECOND    CLASS 0
 JN0210
 JN0210.The horizontal coordinates were scaled from a map and have
 JN0210.an estimated accuracy of +/- 6 seconds.
 JN0210
 JN0210.The orthometric height was determined by differential leveling and
 JN0210.adjusted by the NATIONAL GEODETIC SURVEY
 JN0210.in June 1991.
 JN0210
 JN0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0210.GEOID18 height accuracy estimate available here.
 JN0210
 JN0210.Click photographs - Photos may exist for this station.
 JN0210
 JN0210.The dynamic height is computed by dividing the NAVD 88
 JN0210.geopotential number by the normal gravity value computed on the
 JN0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0210.degrees latitude (g = 980.6199 gals.).
 JN0210
 JN0210.The modeled gravity was interpolated from observed gravity values.
 JN0210
 JN0210;                    North         East    Units  Estimated Accuracy
 JN0210;SPC UT S     - 3,158,360.      483,260.      MT  (+/- 180 meters Scaled)
 JN0210
 JN0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH394163(NAD 83)
 JN0210
 JN0210                          SUPERSEDED SURVEY CONTROL
 JN0210
 JN0210  NGVD 29 (??/??/92) 2980.847  (m)         9779.66   (f) ADJ UNCH    2 0
 JN0210
 JN0210.Superseded values are not recommended for survey control.
 JN0210
 JN0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0210.See file dsdata.pdf to determine how the superseded data were derived.
 JN0210
 JN0210_MARKER: DB = BENCH MARK DISK
 JN0210_SETTING: 80 = SET IN A BOULDER
 JN0210_STAMPING: W 166 1963
 JN0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0210+STABILITY: SURFACE MOTION
 JN0210
 JN0210  HISTORY     - Date     Condition        Report By
 JN0210  HISTORY     - 1963     MONUMENTED       CGS
 JN0210
 JN0210                          STATION DESCRIPTION
 JN0210
 JN0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0210'24.25 MI S FROM LOA.
 JN0210'24.25 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0210'24 AT LOA, 0.2 MILE SOUTH OF A FENCE AROUND BIG LAKE EXPERMENTAL
 JN0210'ENCLOSURE, IN THE TOP OF A 2 1/2- BY 3-FOOT BOULDER WHICH PROJECTS
 JN0210'ABOUT 1/2 FOOT ABOVE THE GROUND, 69 FEET SOUTHWEST OF THE CENTER LINE
 JN0210'OF THE ROAD, 2.0 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 3 FEET
 JN0210'HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0231 ***********************************************************************
 JN0231  DESIGNATION -  W 167
 JN0231  PID         -  JN0231
 JN0231  STATE/COUNTY-  UT/WAYNE
 JN0231  COUNTRY     -  US
 JN0231  USGS QUAD   -  BICKNELL (2017)
 JN0231
 JN0231                         *CURRENT SURVEY CONTROL
 JN0231  ______________________________________________________________________
 JN0231* NAD 83(1986) POSITION- 38 18 55.     (N) 111 37 14.     (W)   SCALED
 JN0231* NAVD 88 ORTHO HEIGHT -  2282.425 (meters)     7488.26  (feet) ADJUSTED
 JN0231  ______________________________________________________________________
 JN0231  GEOID HEIGHT    -        -17.822 (meters)                     GEOID18
 JN0231  DYNAMIC HEIGHT  -       2279.710 (meters)     7479.35  (feet) COMP
 JN0231  MODELED GRAVITY -    979,356.8   (mgal)                       NAVD 88
 JN0231
 JN0231  VERT ORDER      -  SECOND    CLASS 0
 JN0231
 JN0231.The horizontal coordinates were scaled from a map and have
 JN0231.an estimated accuracy of +/- 6 seconds.
 JN0231
 JN0231.The orthometric height was determined by differential leveling and
 JN0231.adjusted by the NATIONAL GEODETIC SURVEY
 JN0231.in June 1991.
 JN0231
 JN0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0231.GEOID18 height accuracy estimate available here.
 JN0231
 JN0231.Click photographs - Photos may exist for this station.
 JN0231
 JN0231.The dynamic height is computed by dividing the NAVD 88
 JN0231.geopotential number by the normal gravity value computed on the
 JN0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0231.degrees latitude (g = 980.6199 gals.).
 JN0231
 JN0231.The modeled gravity was interpolated from observed gravity values.
 JN0231
 JN0231;                    North         East    Units  Estimated Accuracy
 JN0231;SPC UT S     - 3,182,980.      489,460.      MT  (+/- 180 meters Scaled)
 JN0231
 JN0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH457409(NAD 83)
 JN0231
 JN0231                          SUPERSEDED SURVEY CONTROL
 JN0231
 JN0231  NGVD 29 (??/??/92) 2281.083  (m)         7483.85   (f) ADJ UNCH    2 0
 JN0231
 JN0231.Superseded values are not recommended for survey control.
 JN0231
 JN0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0231.See file dsdata.pdf to determine how the superseded data were derived.
 JN0231
 JN0231_MARKER: DB = BENCH MARK DISK
 JN0231_SETTING: 80 = SET IN A BOULDER
 JN0231_STAMPING: W 167 1963
 JN0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0231+STABILITY: SURFACE MOTION
 JN0231
 JN0231  HISTORY     - Date     Condition        Report By
 JN0231  HISTORY     - 1963     MONUMENTED       CGS
 JN0231  HISTORY     - 1979     GOOD             USGS
 JN0231
 JN0231                          STATION DESCRIPTION
 JN0231
 JN0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0231'6.35 MI S FROM LOA.
 JN0231'6.35 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0231'24 AT LOA, ON THE NORTHWEST SIDE OF A ROCKY KNOLL, 180 FEET NORTHEAST
 JN0231'OF THE CENTER LINE OF THE ROAD, 5.0 FEET NORTHEAST OF A WITNESS POST,
 JN0231'AND ABOUT 2 FEET LOWER THAN THE ROAD, IN THE TOP OF A 3- BY 8-FOOT
 JN0231'BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.
 JN0231
 JN0231                          STATION RECOVERY (1979)
 JN0231
 JN0231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JN0231'6.2 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0231'24 AT LOA, ON THE NORTHWEST SIDE OF A ROCKY KNOLL, 164 FEET NORTHEAST
 JN0231'OF THE CENTERLINE OF THE ROAD, 5.0 FEET NORTHEAST OF A WITNESS POST,
 JN0231'AND ABOUT 1.5 FEET LOWER THAN THE ROAD, IN THE TOP OF A 3 BY 8 FOOT
 JN0231'BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0485 ***********************************************************************
 HN0485  DESIGNATION -  W 168
 HN0485  PID         -  HN0485
 HN0485  STATE/COUNTY-  UT/KANE
 HN0485  COUNTRY     -  US
 HN0485  USGS QUAD   -  BIG HOLLOW WASH (2017)
 HN0485
 HN0485                         *CURRENT SURVEY CONTROL
 HN0485  ______________________________________________________________________
 HN0485* NAD 83(1986) POSITION- 37 29 04.83   (N) 111 14 47.02   (W)   HD_HELD1
 HN0485* NAVD 88 ORTHO HEIGHT -  1482.558 (meters)     4864.03  (feet) ADJUSTED
 HN0485  ______________________________________________________________________
 HN0485  GEOID HEIGHT    -        -21.830 (meters)                     GEOID18
 HN0485  DYNAMIC HEIGHT  -       1480.897 (meters)     4858.58  (feet) COMP
 HN0485  MODELED GRAVITY -    979,458.6   (mgal)                       NAVD 88
 HN0485
 HN0485  VERT ORDER      -  SECOND    CLASS 0
 HN0485
 HN0485.The horizontal coordinates were determined by differentially corrected
 HN0485.hand held GPS observations or other comparable positioning techniques
 HN0485.and have an estimated accuracy of +/- 3 meters.
 HN0485
 HN0485.The orthometric height was determined by differential leveling and
 HN0485.adjusted by the NATIONAL GEODETIC SURVEY
 HN0485.in June 1991.
 HN0485
 HN0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0485.GEOID18 height accuracy estimate available here.
 HN0485
 HN0485.Click photographs - Photos may exist for this station.
 HN0485
 HN0485.The dynamic height is computed by dividing the NAVD 88
 HN0485.geopotential number by the normal gravity value computed on the
 HN0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0485.degrees latitude (g = 980.6199 gals.).
 HN0485
 HN0485.The modeled gravity was interpolated from observed gravity values.
 HN0485
 HN0485;                    North         East    Units  Estimated Accuracy
 HN0485;SPC UT S     - 3,090,815.4     522,429.0     MT  (+/- 3 meters HH1 GPS) 
 HN0485
 HN0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG7821648669(NAD 83)
 HN0485
 HN0485                          SUPERSEDED SURVEY CONTROL
 HN0485
 HN0485  NGVD 29 (??/??/92) 1481.512  (m)         4860.59   (f) ADJ UNCH    2 0
 HN0485
 HN0485.Superseded values are not recommended for survey control.
 HN0485
 HN0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0485.See file dsdata.pdf to determine how the superseded data were derived.
 HN0485
 HN0485_MARKER: DB = BENCH MARK DISK
 HN0485_SETTING: 66 = SET IN ROCK OUTCROP
 HN0485_STAMPING: W 168 1963
 HN0485_MARK LOGO: CGS
 HN0485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0485+STABILITY: POSITION/ELEVATION WELL
 HN0485
 HN0485  HISTORY     - Date     Condition        Report By
 HN0485  HISTORY     - 1963     MONUMENTED       CGS
 HN0485
 HN0485                          STATION DESCRIPTION
 HN0485
 HN0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0485'28.7 MI SE FROM ESCALANTE.
 HN0485'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0485'AT ESCALANTE, THENCE 23.7 MILES SOUTHEAST ALONG A DIRT ROAD, 0.4 MILE
 HN0485'SOUTHEAST OF CAT SPRING, 0.3 MILE SOUTHEAST OF A CATTLEGUARD, IN THE
 HN0485'TOP OF A LARGE WHITE OUTCROP, 52 FEET NORTH OF THE CENTER LINE OF THE
 HN0485'ROAD, 13.0 FEET NORTHWEST OF A WITNESS POST, AND ABOUT 4 1/2 FEET
 HN0485'LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0192 ***********************************************************************
 JN0192  DESIGNATION -  W 169
 JN0192  PID         -  JN0192
 JN0192  STATE/COUNTY-  UT/WAYNE
 JN0192  COUNTRY     -  US
 JN0192  USGS QUAD   -  ABES KNOLL (2017)
 JN0192
 JN0192                         *CURRENT SURVEY CONTROL
 JN0192  ______________________________________________________________________
 JN0192* NAD 83(1986) POSITION- 38 26 14.     (N) 111 46 07.     (W)   SCALED
 JN0192* NAVD 88 ORTHO HEIGHT -  2450.879 (meters)     8040.93  (feet) ADJUSTED
 JN0192  ______________________________________________________________________
 JN0192  GEOID HEIGHT    -        -17.754 (meters)                     GEOID18
 JN0192  DYNAMIC HEIGHT  -       2447.902 (meters)     8031.16  (feet) COMP
 JN0192  MODELED GRAVITY -    979,325.2   (mgal)                       NAVD 88
 JN0192
 JN0192  VERT ORDER      -  SECOND    CLASS 0
 JN0192
 JN0192.The horizontal coordinates were scaled from a map and have
 JN0192.an estimated accuracy of +/- 6 seconds.
 JN0192
 JN0192.The orthometric height was determined by differential leveling and
 JN0192.adjusted by the NATIONAL GEODETIC SURVEY
 JN0192.in June 1991.
 JN0192
 JN0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0192.GEOID18 height accuracy estimate available here.
 JN0192
 JN0192.Click photographs - Photos may exist for this station.
 JN0192
 JN0192.The dynamic height is computed by dividing the NAVD 88
 JN0192.geopotential number by the normal gravity value computed on the
 JN0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0192.degrees latitude (g = 980.6199 gals.).
 JN0192
 JN0192.The modeled gravity was interpolated from observed gravity values.
 JN0192
 JN0192;                    North         East    Units  Estimated Accuracy
 JN0192;SPC UT S     - 3,196,540.      476,550.      MT  (+/- 180 meters Scaled)
 JN0192
 JN0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH329546(NAD 83)
 JN0192
 JN0192                          SUPERSEDED SURVEY CONTROL
 JN0192
 JN0192  NGVD 29 (??/??/92) 2449.458  (m)         8036.26   (f) ADJ UNCH    2 0
 JN0192
 JN0192.Superseded values are not recommended for survey control.
 JN0192
 JN0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0192.See file dsdata.pdf to determine how the superseded data were derived.
 JN0192
 JN0192_MARKER: DB = BENCH MARK DISK
 JN0192_SETTING: 80 = SET IN A BOULDER
 JN0192_STAMPING: W 169 1963
 JN0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0192+STABILITY: SURFACE MOTION
 JN0192
 JN0192  HISTORY     - Date     Condition        Report By
 JN0192  HISTORY     - 1963     MONUMENTED       CGS
 JN0192
 JN0192                          STATION DESCRIPTION
 JN0192
 JN0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0192'8.3 MI NW FROM LOA.
 JN0192'8.3 MILES NORTHWEST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE AT
 JN0192'LOA, AT THE WEST END OF A HIGHWAY CUT, 57 FEET NORTH OF THE CENTER
 JN0192'LINE OF THE HIGHWAY, 41 1/2 FEET SOUTHEAST OF A GROUP OF CEDAR TREES,
 JN0192'ABOUT 15 YARDS SOUTH OF THE SOUTH BANK OF A CANYON, IN THE TOP OF A 2
 JN0192'1/2 FOOT BOULDER PROJECTING 0.3 FOOT ABOVE THE GROUND, AND ABOUT 2
 JN0192'FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0471 ***********************************************************************
 LO0471  DESIGNATION -  W 17
 LO0471  PID         -  LO0471
 LO0471  STATE/COUNTY-  UT/UTAH
 LO0471  COUNTRY     -  US
 LO0471  USGS QUAD   -  PELICAN POINT (2017)
 LO0471
 LO0471                         *CURRENT SURVEY CONTROL
 LO0471  ______________________________________________________________________
 LO0471* NAD 83(1986) POSITION- 40 21 12.     (N) 111 47 07.     (W)   SCALED
 LO0471* NAVD 88 ORTHO HEIGHT -  1378.188 (meters)     4521.61  (feet) ADJUSTED
 LO0471  ______________________________________________________________________
 LO0471  GEOID HEIGHT    -        -17.234 (meters)                     GEOID18
 LO0471  DYNAMIC HEIGHT  -       1376.988 (meters)     4517.67  (feet) COMP
 LO0471  MODELED GRAVITY -    979,708.1   (mgal)                       NAVD 88
 LO0471
 LO0471  VERT ORDER      -  FIRST     CLASS II
 LO0471
 LO0471.The horizontal coordinates were scaled from a map and have
 LO0471.an estimated accuracy of +/- 6 seconds.
 LO0471
 LO0471.The orthometric height was determined by differential leveling and
 LO0471.adjusted by the NATIONAL GEODETIC SURVEY
 LO0471.in June 1991.
 LO0471
 LO0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0471.GEOID18 height accuracy estimate available here.
 LO0471
 LO0471.Click photographs - Photos may exist for this station.
 LO0471
 LO0471.The dynamic height is computed by dividing the NAVD 88
 LO0471.geopotential number by the normal gravity value computed on the
 LO0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0471.degrees latitude (g = 980.6199 gals.).
 LO0471
 LO0471.The modeled gravity was interpolated from observed gravity values.
 LO0471
 LO0471;                    North         East    Units  Estimated Accuracy
 LO0471;SPC UT C     - 2,224,300.      475,770.      MT  (+/- 180 meters Scaled)
 LO0471
 LO0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK333672(NAD 83)
 LO0471
 LO0471                          SUPERSEDED SURVEY CONTROL
 LO0471
 LO0471  NGVD 29 (??/??/92) 1377.172  (m)         4518.27   (f) ADJ UNCH    1 2
 LO0471
 LO0471.Superseded values are not recommended for survey control.
 LO0471
 LO0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0471.See file dsdata.pdf to determine how the superseded data were derived.
 LO0471
 LO0471_MARKER: DB = BENCH MARK DISK
 LO0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0471_STAMPING: 4516.272 W 17 1927
 LO0471_MARK LOGO: CGS
 LO0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0471+STABILITY: SURFACE MOTION
 LO0471
 LO0471  HISTORY     - Date     Condition        Report By
 LO0471  HISTORY     - 1927     MONUMENTED       CGS
 LO0471  HISTORY     - 1934     GOOD             CGS
 LO0471  HISTORY     - 19900301 MARK NOT FOUND   USGS
 LO0471
 LO0471                          STATION DESCRIPTION
 LO0471
 LO0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0471'1.5 MI SE FROM AMERICAN FORK.
 LO0471'1.5 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 LO0471'FROM AMERICAN FORK, UTAH COUNTY, 0.3 MILE NORTHWEST OF MILEPOST 712,
 LO0471'35 FEET EAST OF A ROAD CROSSING, 36 FEET SOUTHWEST OF THE CENTERLINE
 LO0471'OF THE TRACK, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED
 LO0471'4516.272 W 17 1927 AND SET IN THE TOP OF A CONCRETE POST.
 LO0471
 LO0471                          STATION RECOVERY (1990)
 LO0471
 LO0471'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (JLD)
 LO0471'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0031 ***********************************************************************
 MS0031  DESIGNATION -  W 170
 MS0031  PID         -  MS0031
 MS0031  STATE/COUNTY-  UT/BOX ELDER
 MS0031  COUNTRY     -  US
 MS0031  USGS QUAD   -  HONEYVILLE (2017)
 MS0031
 MS0031                         *CURRENT SURVEY CONTROL
 MS0031  ______________________________________________________________________
 MS0031* NAD 83(1986) POSITION- 41 38 45.     (N) 112 05 19.     (W)   SCALED
 MS0031* NAVD 88 ORTHO HEIGHT -  1306.541 (meters)     4286.54  (feet) ADJUSTED
 MS0031  ______________________________________________________________________
 MS0031  GEOID HEIGHT    -        -15.849 (meters)                     GEOID18
 MS0031  DYNAMIC HEIGHT  -       1305.626 (meters)     4283.54  (feet) COMP
 MS0031  MODELED GRAVITY -    979,877.5   (mgal)                       NAVD 88
 MS0031
 MS0031  VERT ORDER      -  FIRST     CLASS I
 MS0031
 MS0031.The horizontal coordinates were scaled from a map and have
 MS0031.an estimated accuracy of +/- 6 seconds.
 MS0031
 MS0031.The orthometric height was determined by differential leveling and
 MS0031.adjusted by the NATIONAL GEODETIC SURVEY
 MS0031.in June 1991.
 MS0031
 MS0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0031.GEOID18 height accuracy estimate available here.
 MS0031
 MS0031.Click photographs - Photos may exist for this station.
 MS0031
 MS0031.The dynamic height is computed by dividing the NAVD 88
 MS0031.geopotential number by the normal gravity value computed on the
 MS0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0031.degrees latitude (g = 980.6199 gals.).
 MS0031
 MS0031.The modeled gravity was interpolated from observed gravity values.
 MS0031
 MS0031;                    North         East    Units  Estimated Accuracy
 MS0031;SPC UT N     - 1,145,920.      450,970.      MT  (+/- 180 meters Scaled)
 MS0031
 MS0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM093110(NAD 83)
 MS0031
 MS0031                          SUPERSEDED SURVEY CONTROL
 MS0031
 MS0031  NGVD 29 (??/??/92) 1305.539  (m)         4283.26   (f) ADJ UNCH    1 1
 MS0031
 MS0031.Superseded values are not recommended for survey control.
 MS0031
 MS0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0031.See file dsdata.pdf to determine how the superseded data were derived.
 MS0031
 MS0031_MARKER: DB = BENCH MARK DISK
 MS0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0031_STAMPING: W 170 1967
 MS0031_MARK LOGO: CGS
 MS0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0031+STABILITY: SURFACE MOTION
 MS0031
 MS0031  HISTORY     - Date     Condition        Report By
 MS0031  HISTORY     - 1967     MONUMENTED       CGS
 MS0031
 MS0031                          STATION DESCRIPTION
 MS0031
 MS0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0031'0.85 MI N FROM HONEYVILLE.
 MS0031'0.85 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 MS0031'A COUNTY ROAD AT HONEYVILLE, 4 1/2 POLES NORTH OF MILEPOLE 31, AT THE
 MS0031'CROSSING OF A PRIVATE ROAD, 30.0 FEET WEST OF THE WEST RAIL, 12 FEET
 MS0031'SOUTH OF THE CENTER LINE OF THE ROAD, 47 1/2 FEET NORTH OF A POWER
 MS0031'POLE WITH A GUY WIRE, 2 FEET SOUTH OF THE SOUTH END OF A WOODEN GATE,
 MS0031'1.3 FEET EAST OF A FENCE, 1.3 FEET NORTH OF A WITNESS POST, ABOUT
 MS0031'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MS0031'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0176 ***********************************************************************
 MS0176  DESIGNATION -  W 171
 MS0176  PID         -  MS0176
 MS0176  STATE/COUNTY-  UT/BOX ELDER
 MS0176  COUNTRY     -  US
 MS0176  USGS QUAD   -  WILLARD (2017)
 MS0176
 MS0176                         *CURRENT SURVEY CONTROL
 MS0176  ______________________________________________________________________
 MS0176* NAD 83(1986) POSITION- 41 23 09.     (N) 112 01 56.     (W)   SCALED
 MS0176* NAVD 88 ORTHO HEIGHT -  1311.789 (meters)     4303.76  (feet) ADJUSTED
 MS0176  ______________________________________________________________________
 MS0176  GEOID HEIGHT    -        -16.327 (meters)                     GEOID18
 MS0176  DYNAMIC HEIGHT  -       1310.830 (meters)     4300.61  (feet) COMP
 MS0176  MODELED GRAVITY -    979,847.8   (mgal)                       NAVD 88
 MS0176
 MS0176  VERT ORDER      -  FIRST     CLASS I
 MS0176
 MS0176.The horizontal coordinates were scaled from a map and have
 MS0176.an estimated accuracy of +/- 6 seconds.
 MS0176
 MS0176.The orthometric height was determined by differential leveling and
 MS0176.adjusted by the NATIONAL GEODETIC SURVEY
 MS0176.in June 1991.
 MS0176
 MS0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0176.GEOID18 height accuracy estimate available here.
 MS0176
 MS0176.Click photographs - Photos may exist for this station.
 MS0176
 MS0176.The dynamic height is computed by dividing the NAVD 88
 MS0176.geopotential number by the normal gravity value computed on the
 MS0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0176.degrees latitude (g = 980.6199 gals.).
 MS0176
 MS0176.The modeled gravity was interpolated from observed gravity values.
 MS0176
 MS0176;                    North         East    Units  Estimated Accuracy
 MS0176;SPC UT N     - 1,117,020.      455,490.      MT  (+/- 180 meters Scaled)
 MS0176
 MS0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL136821(NAD 83)
 MS0176
 MS0176                          SUPERSEDED SURVEY CONTROL
 MS0176
 MS0176  NGVD 29 (??/??/92) 1310.795  (m)         4300.50   (f) ADJ UNCH    1 1
 MS0176
 MS0176.Superseded values are not recommended for survey control.
 MS0176
 MS0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0176.See file dsdata.pdf to determine how the superseded data were derived.
 MS0176
 MS0176_MARKER: DB = BENCH MARK DISK
 MS0176_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MS0176_SP_SET: IRRIGATION STRUCTURE
 MS0176_STAMPING: W 171 1967
 MS0176_MARK LOGO: CGS
 MS0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0176
 MS0176  HISTORY     - Date     Condition        Report By
 MS0176  HISTORY     - 1967     MONUMENTED       CGS
 MS0176
 MS0176                          STATION DESCRIPTION
 MS0176
 MS0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0176'1.65 MI S FROM WILLARD.
 MS0176'1.65 MILES SOUTH ALONG U.S. HIGHWAYS 89, 91 AND 30S FROM THE POST
 MS0176'OFFICE AT WILLARD, 0.1 MILE NORTH OF A CAFE AND SERVICE STATION, 129
 MS0176'FEET NORTHWEST OF THE CROSSING OF A POWER LINE, 59 FEET SOUTHEAST OF
 MS0176'THE CENTER LINE OF THE SOUTHEAST HIGHWAY LANES, 56 FEET SOUTHEAST OF
 MS0176'THE SOUTHEAST END OF A STEEL GATE, IN THE TOP OF THE SOUTH CORNER OF A
 MS0176'3 1/2 BY 6-FOOT IRRIGATION STRUCTURE UNDER THE HIGHWAY WITH A STEEL
 MS0176'GRATE, 15.3 FEET SOUTHEAST OF A FENCE, ABOUT 1 1/2 FEET HIGHER THAN
 MS0176'THE GROUND AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0547 ***********************************************************************
 LO0547  DESIGNATION -  W 172
 LO0547  PID         -  LO0547
 LO0547  STATE/COUNTY-  UT/SALT LAKE
 LO0547  COUNTRY     -  US
 LO0547  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0547
 LO0547                         *CURRENT SURVEY CONTROL
 LO0547  ______________________________________________________________________
 LO0547* NAD 83(1986) POSITION- 40 48 59.     (N) 111 55 10.     (W)   SCALED
 LO0547* NAVD 88 ORTHO HEIGHT -  1288.200 (meters)     4226.37  (feet) ADJUSTED
 LO0547  ______________________________________________________________________
 LO0547  GEOID HEIGHT    -        -16.803 (meters)                     GEOID18
 LO0547  DYNAMIC HEIGHT  -       1287.205 (meters)     4223.11  (feet) COMP
 LO0547  MODELED GRAVITY -    979,807.7   (mgal)                       NAVD 88
 LO0547
 LO0547  VERT ORDER      -  FIRST     CLASS I
 LO0547
 LO0547.The horizontal coordinates were scaled from a map and have
 LO0547.an estimated accuracy of +/- 6 seconds.
 LO0547
 LO0547.The orthometric height was determined by differential leveling and
 LO0547.adjusted by the NATIONAL GEODETIC SURVEY
 LO0547.in June 1991.
 LO0547
 LO0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0547.GEOID18 height accuracy estimate available here.
 LO0547
 LO0547.Click photographs - Photos may exist for this station.
 LO0547
 LO0547.The dynamic height is computed by dividing the NAVD 88
 LO0547.geopotential number by the normal gravity value computed on the
 LO0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0547.degrees latitude (g = 980.6199 gals.).
 LO0547
 LO0547.The modeled gravity was interpolated from observed gravity values.
 LO0547
 LO0547;                    North         East    Units  Estimated Accuracy
 LO0547;SPC UT C     - 2,275,760.      464,610.      MT  (+/- 180 meters Scaled)
 LO0547
 LO0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL224187(NAD 83)
 LO0547
 LO0547                          SUPERSEDED SURVEY CONTROL
 LO0547
 LO0547  NGVD 29 (??/??/92) 1287.269  (m)         4223.31   (f) ADJ UNCH    1 1
 LO0547
 LO0547.Superseded values are not recommended for survey control.
 LO0547
 LO0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0547.See file dsdata.pdf to determine how the superseded data were derived.
 LO0547
 LO0547_MARKER: DB = BENCH MARK DISK
 LO0547_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0547_SP_SET: PIER
 LO0547_STAMPING: W 172 1967
 LO0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0547
 LO0547  HISTORY     - Date     Condition        Report By
 LO0547  HISTORY     - 1967     MONUMENTED       CGS
 LO0547
 LO0547                          STATION DESCRIPTION
 LO0547
 LO0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0547'3.25 MI N FROM SALT LAKE CITY.
 LO0547'3.25 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LO0547'SALT LAKE CITY, AT BECKS SIDING, AT INTERSTATE HIGHWAY 15 OVERPASS,
 LO0547'SET VERTICALLY IN THE SOUTH FACE OF THE CENTER ONE OF THREE PIERS OF
 LO0547'THE FIRST ROW OF PIERS WEST OF THE DENVER AND RIO GRANDE WESTERN
 LO0547'RAILROAD, 98.9 FEET WEST OF THE WEST RAIL OF THE UNION PACIFIC
 LO0547'RAILROAD, 16.0 FEET WEST OF THE WEST RAIL OF THE DENVER AND RIO GRANDE
 LO0547'WESTERN RAILROAD, 13.9 FEET NORTHEAST OF BENCH MARK M 90, AND ABOUT 2
 LO0547'1/2 FEET HIGHER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0238 ***********************************************************************
 LP0238  DESIGNATION -  W 173
 LP0238  PID         -  LP0238
 LP0238  STATE/COUNTY-  UT/TOOELE
 LP0238  COUNTRY     -  US
 LP0238  USGS QUAD   -  MILLS JUNCTION (2017)
 LP0238
 LP0238                         *CURRENT SURVEY CONTROL
 LP0238  ______________________________________________________________________
 LP0238* NAD 83(1986) POSITION- 40 40 08.     (N) 112 15 21.     (W)   SCALED
 LP0238* NAVD 88 ORTHO HEIGHT -  1335.475 (meters)     4381.47  (feet) ADJUSTED
 LP0238  ______________________________________________________________________
 LP0238  GEOID HEIGHT    -        -17.287 (meters)                     GEOID18
 LP0238  DYNAMIC HEIGHT  -       1334.434 (meters)     4378.06  (feet) COMP
 LP0238  MODELED GRAVITY -    979,798.8   (mgal)                       NAVD 88
 LP0238  OBS GRAVITY     -    979,801.4   (mgal)                       GRAV_OBS
 LP0238
 LP0238  VERT ORDER      -  FIRST     CLASS I
 LP0238
 LP0238.The horizontal coordinates were scaled from a map and have
 LP0238.an estimated accuracy of +/- 6 seconds.
 LP0238
 LP0238.The orthometric height was determined by differential leveling and
 LP0238.adjusted by the NATIONAL GEODETIC SURVEY
 LP0238.in June 1991.
 LP0238
 LP0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0238.GEOID18 height accuracy estimate available here.
 LP0238
 LP0238.Click photographs - Photos may exist for this station.
 LP0238
 LP0238.The dynamic height is computed by dividing the NAVD 88
 LP0238.geopotential number by the normal gravity value computed on the
 LP0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0238.degrees latitude (g = 980.6199 gals.).
 LP0238
 LP0238.The modeled gravity was interpolated from observed gravity values.
 LP0238
 LP0238.The observed gravity was obtained from relative gravimeter ties
 LP0238.to the IGSN71 gravity network.
 LP0238
 LP0238;                    North         East    Units  Estimated Accuracy
 LP0238;SPC UT C     - 2,259,570.      436,090.      MT  (+/- 180 meters Scaled)
 LP0238
 LP0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL938027(NAD 83)
 LP0238
 LP0238                          SUPERSEDED SURVEY CONTROL
 LP0238
 LP0238  NGVD 29 (??/??/92) 1334.44   (m)         4378.1    (f) COMPUTED    1 1
 LP0238
 LP0238.Superseded values are not recommended for survey control.
 LP0238
 LP0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0238.See file dsdata.pdf to determine how the superseded data were derived.
 LP0238
 LP0238_MARKER: DB = BENCH MARK DISK
 LP0238_SETTING: 80 = SET IN A BOULDER
 LP0238_STAMPING: W 173 1970
 LP0238_MARK LOGO: CGS
 LP0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0238+STABILITY: SURFACE MOTION
 LP0238
 LP0238  HISTORY     - Date     Condition        Report By
 LP0238  HISTORY     - 1970     MONUMENTED       NGS
 LP0238
 LP0238                          STATION DESCRIPTION
 LP0238
 LP0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0238'11.55 MI SW FROM MAGNA.
 LP0238'0.5 MILE NORTH ALONG 9180 WEST STREET FROM WEBSTER SCHOOL AT MAGNA,
 LP0238'THENCE 5.4 MILES WEST ALONG U.S. HIGHWAYS 40 AND 50 ALTERNATE, THENCE
 LP0238'5.65 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD, 0.1 MILE NORTHEAST
 LP0238'OF A ROAD CROSSING, 20 1/2 FEET WEST OF THE FIRST POLE NORTHEAST OF
 LP0238'MILE POST 760.50, 45.4 FEET NORTHWEST OF THE NORTHWEST RAIL, 1.7 FEET
 LP0238'WEST OF A WITNESS POST, IN THE TOP OF A 4 X 6-FOOT EMBEDDED BOULDER
 LP0238'WHICH PROJECTS 1 FOOT ON ITS WEST SIDE, ABOUT 3 1/2 FEET LOWER THAN
 LP0238'THE TRACK.  SECTION 1, T 4W, R 2S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0641 ***********************************************************************
 LO0641  DESIGNATION -  W 174
 LO0641  PID         -  LO0641
 LO0641  STATE/COUNTY-  UT/SALT LAKE
 LO0641  COUNTRY     -  US
 LO0641  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0641
 LO0641                         *CURRENT SURVEY CONTROL
 LO0641  ______________________________________________________________________
 LO0641* NAD 83(1986) POSITION- 40 45 30.     (N) 111 57 07.     (W)   SCALED
 LO0641* NAVD 88 ORTHO HEIGHT -  1287.523 (meters)     4224.15  (feet) ADJUSTED
 LO0641  ______________________________________________________________________
 LO0641  GEOID HEIGHT    -        -17.065 (meters)                     GEOID18
 LO0641  DYNAMIC HEIGHT  -       1286.504 (meters)     4220.81  (feet) COMP
 LO0641  MODELED GRAVITY -    979,789.2   (mgal)                       NAVD 88
 LO0641
 LO0641  VERT ORDER      -  FIRST     CLASS I
 LO0641
 LO0641.The horizontal coordinates were scaled from a map and have
 LO0641.an estimated accuracy of +/- 6 seconds.
 LO0641
 LO0641.The orthometric height was determined by differential leveling and
 LO0641.adjusted by the NATIONAL GEODETIC SURVEY
 LO0641.in June 1991.
 LO0641
 LO0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0641.GEOID18 height accuracy estimate available here.
 LO0641
 LO0641.Click photographs - Photos may exist for this station.
 LO0641
 LO0641.The dynamic height is computed by dividing the NAVD 88
 LO0641.geopotential number by the normal gravity value computed on the
 LO0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0641.degrees latitude (g = 980.6199 gals.).
 LO0641
 LO0641.The modeled gravity was interpolated from observed gravity values.
 LO0641
 LO0641;                    North         East    Units  Estimated Accuracy
 LO0641;SPC UT C     - 2,269,330.      461,840.      MT  (+/- 180 meters Scaled)
 LO0641
 LO0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL196123(NAD 83)
 LO0641
 LO0641                          SUPERSEDED SURVEY CONTROL
 LO0641
 LO0641  NGVD 29 (??/??/92) 1286.57   (m)         4221.0    (f) COMPUTED    1 1
 LO0641
 LO0641.Superseded values are not recommended for survey control.
 LO0641
 LO0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0641.See file dsdata.pdf to determine how the superseded data were derived.
 LO0641
 LO0641_MARKER: DB = BENCH MARK DISK
 LO0641_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0641_SP_SET: CULVERT HEADWALL
 LO0641_STAMPING: W 174 1970
 LO0641_MARK LOGO: CGS
 LO0641_MAGNETIC: N = NO MAGNETIC MATERIAL
 LO0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0641+STABILITY: SURFACE MOTION
 LO0641
 LO0641  HISTORY     - Date     Condition        Report By
 LO0641  HISTORY     - 1970     MONUMENTED       NGS
 LO0641  HISTORY     - 19790702 GOOD             UTDH
 LO0641
 LO0641                          STATION DESCRIPTION
 LO0641
 LO0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LO0641'0.65 MI W FROM SALT LAKE CITY.
 LO0641'0.65 WEST ALONG FIFTH SOUTH STREET FROM THE INTERSECTION OF REDWOOD
 LO0641'ROAD IN SALT LAKE CITY, 0.1 MILE EAST OF THE JUNCTION OF DELONG STREET
 LO0641'LEADING SOUTH, IN THE TOP AND 1.1 FEET EAST OF THE WEST END OF THE
 LO0641'NORTH HEAD WALL OF A CONCRETE ARCH CULVERT UNDER THE STREET, 39 FEET
 LO0641'NORTH OF THE CENTER LINE OF THE STREET AND ABOUT LEVEL WITH THE
 LO0641'ROADWAY.  SECTION 4, T 1 W, R 1 S.
 LO0641
 LO0641                          STATION RECOVERY (1979)
 LO0641
 LO0641'RECOVERY NOTE BY UTAH STATE DEPARTMENT OF HIGHWAYS 1979
 LO0641'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1159 ***********************************************************************
 LO1159  DESIGNATION -  W 174 RESET
 LO1159  PID         -  LO1159
 LO1159  STATE/COUNTY-  UT/SALT LAKE
 LO1159  COUNTRY     -  US
 LO1159  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO1159
 LO1159                         *CURRENT SURVEY CONTROL
 LO1159  ______________________________________________________________________
 LO1159* NAD 83(1986) POSITION- 40 45 30.     (N) 111 57 07.     (W)   SCALED
 LO1159* NAVD 88 ORTHO HEIGHT -  1287.79  (meters)     4225.0   (feet) RESET
 LO1159  ______________________________________________________________________
 LO1159  GEOID HEIGHT    -        -17.065 (meters)                     GEOID18
 LO1159  VERT ORDER      -  THIRD
 LO1159
 LO1159.The horizontal coordinates were scaled from a map and have
 LO1159.an estimated accuracy of +/- 6 seconds.
 LO1159
 LO1159.The orthometric height was computed from unverified reset data.
 LO1159
 LO1159.No vertical observational check was made to the station.
 LO1159
 LO1159.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1159.GEOID18 height accuracy estimate available here.
 LO1159
 LO1159.Click photographs - Photos may exist for this station.
 LO1159
 LO1159;                    North         East    Units  Estimated Accuracy
 LO1159;SPC UT C     - 2,269,330.      461,840.      MT  (+/- 180 meters Scaled)
 LO1159
 LO1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL196123(NAD 83)
 LO1159
 LO1159                          SUPERSEDED SURVEY CONTROL
 LO1159
 LO1159.No superseded survey control is available for this station.
 LO1159
 LO1159_MARKER: DV = VERTICAL CONTROL DISK
 LO1159_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO1159_SP_SET: HEADWALL
 LO1159_STAMPING: W 174 RESET 1979
 LO1159_MARK LOGO: NGS
 LO1159_MAGNETIC: N = NO MAGNETIC MATERIAL
 LO1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1159+STABILITY: SURFACE MOTION
 LO1159
 LO1159  HISTORY     - Date     Condition        Report By
 LO1159  HISTORY     - 1979     MONUMENTED       UTDH
 LO1159
 LO1159                          STATION DESCRIPTION
 LO1159
 LO1159'DESCRIBED BY UTAH STATE DEPARTMENT OF HIGHWAYS 1979
 LO1159'0.66 MILES (1.06 KM) WEST ALONG 5TH SOUTH STREET FROM THE INTERSECTION
 LO1159'OF REDWOOD ROAD IN SALT LAKE CITY, 0.09 MILES (0.14 KM) EAST OF
 LO1159'DELONG STREET, LEADING SOUTH, IN THE TOP AND 6.3 FEET (1.9 M) FROM
 LO1159'THE WEST END OF THE NORTH CONCRETE HEADWALL ON A 108 INCH DIAMETER
 LO1159'CORRIGATED ASPHALT COATED STEEL PIPE CROSSING UNDER 5TH SOUTH STREET
 LO1159'AND 25 FEET (7.6 M) NORTH OF THE CENTERLINE OF THE STREET AND ABOUT
 LO1159'LEVEL WITH THE ROADWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0269 ***********************************************************************
 LP0269  DESIGNATION -  W 175
 LP0269  PID         -  LP0269
 LP0269  STATE/COUNTY-  UT/TOOELE
 LP0269  COUNTRY     -  US
 LP0269  USGS QUAD   -  SAINT JOHN (2017)
 LP0269
 LP0269                         *CURRENT SURVEY CONTROL
 LP0269  ______________________________________________________________________
 LP0269* NAD 83(1986) POSITION- 40 19 24.     (N) 112 24 23.     (W)   SCALED
 LP0269* NAVD 88 ORTHO HEIGHT -  1534.027 (meters)     5032.89  (feet) ADJUSTED
 LP0269  ______________________________________________________________________
 LP0269  GEOID HEIGHT    -        -17.706 (meters)                     GEOID18
 LP0269  DYNAMIC HEIGHT  -       1532.682 (meters)     5028.47  (feet) COMP
 LP0269  MODELED GRAVITY -    979,695.4   (mgal)                       NAVD 88
 LP0269
 LP0269  VERT ORDER      -  FIRST     CLASS I
 LP0269
 LP0269.The horizontal coordinates were scaled from a map and have
 LP0269.an estimated accuracy of +/- 6 seconds.
 LP0269
 LP0269.The orthometric height was determined by differential leveling and
 LP0269.adjusted by the NATIONAL GEODETIC SURVEY
 LP0269.in June 1991.
 LP0269
 LP0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0269.GEOID18 height accuracy estimate available here.
 LP0269
 LP0269.Click photographs - Photos may exist for this station.
 LP0269
 LP0269.The dynamic height is computed by dividing the NAVD 88
 LP0269.geopotential number by the normal gravity value computed on the
 LP0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0269.degrees latitude (g = 980.6199 gals.).
 LP0269
 LP0269.The modeled gravity was interpolated from observed gravity values.
 LP0269
 LP0269;                    North         East    Units  Estimated Accuracy
 LP0269;SPC UT C     - 2,221,320.      422,970.      MT  (+/- 180 meters Scaled)
 LP0269
 LP0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK805645(NAD 83)
 LP0269
 LP0269                          SUPERSEDED SURVEY CONTROL
 LP0269
 LP0269  NGVD 29 (??/??/92) 1532.87   (m)         5029.1    (f) COMPUTED    1 1
 LP0269
 LP0269.Superseded values are not recommended for survey control.
 LP0269
 LP0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0269.See file dsdata.pdf to determine how the superseded data were derived.
 LP0269
 LP0269_MARKER: DB = BENCH MARK DISK
 LP0269_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LP0269_SP_SET: BRIDGE ABUTMENT
 LP0269_STAMPING: W 175 1970
 LP0269_MARK LOGO: CGS
 LP0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LP0269
 LP0269  HISTORY     - Date     Condition        Report By
 LP0269  HISTORY     - 1970     MONUMENTED       NGS
 LP0269
 LP0269                          STATION DESCRIPTION
 LP0269
 LP0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0269'9.5 MI S FROM STOCKTON.
 LP0269'9.5 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM AN ASPHALT ROAD
 LP0269'CROSSING AT STOCKTON, 2 POLES NORTH OF MILE POST 733, IN THE TOP AND
 LP0269'1.0 FOOT EAST OF THE WEST END OF THE SOUTH ABUTMENT OF BRIDGE 733.05,
 LP0269'6.0 FEET WEST OF THE WEST RAIL AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 LP0269'SECTION 4, T 5W, R 6S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0294 ***********************************************************************
 LP0294  DESIGNATION -  W 176
 LP0294  PID         -  LP0294
 LP0294  STATE/COUNTY-  UT/TOOELE
 LP0294  COUNTRY     -  US
 LP0294  USGS QUAD   -  LOFGREEN (2017)
 LP0294
 LP0294                         *CURRENT SURVEY CONTROL
 LP0294  ______________________________________________________________________
 LP0294* NAD 83(1986) POSITION- 40 02 38.     (N) 112 19 08.     (W)   SCALED
 LP0294* NAVD 88 ORTHO HEIGHT -  1748.526 (meters)     5736.62  (feet) ADJUSTED
 LP0294  ______________________________________________________________________
 LP0294  GEOID HEIGHT    -        -17.755 (meters)                     GEOID18
 LP0294  DYNAMIC HEIGHT  -       1746.910 (meters)     5731.32  (feet) COMP
 LP0294  MODELED GRAVITY -    979,639.6   (mgal)                       NAVD 88
 LP0294  OBS GRAVITY     -    979,634.3   (mgal)                       GRAV_OBS
 LP0294
 LP0294  VERT ORDER      -  FIRST     CLASS I
 LP0294
 LP0294.The horizontal coordinates were scaled from a map and have
 LP0294.an estimated accuracy of +/- 6 seconds.
 LP0294
 LP0294.The orthometric height was determined by differential leveling and
 LP0294.adjusted by the NATIONAL GEODETIC SURVEY
 LP0294.in June 1991.
 LP0294
 LP0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0294.GEOID18 height accuracy estimate available here.
 LP0294
 LP0294.Click photographs - Photos may exist for this station.
 LP0294
 LP0294.The dynamic height is computed by dividing the NAVD 88
 LP0294.geopotential number by the normal gravity value computed on the
 LP0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0294.degrees latitude (g = 980.6199 gals.).
 LP0294
 LP0294.The modeled gravity was interpolated from observed gravity values.
 LP0294
 LP0294.The observed gravity was obtained from relative gravimeter ties
 LP0294.to the IGSN71 gravity network.
 LP0294
 LP0294;                    North         East    Units  Estimated Accuracy
 LP0294;SPC UT C     - 2,190,220.      430,120.      MT  (+/- 180 meters Scaled)
 LP0294
 LP0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK874334(NAD 83)
 LP0294
 LP0294                          SUPERSEDED SURVEY CONTROL
 LP0294
 LP0294  NGVD 29 (??/??/92) 1747.45   (m)         5733.1    (f) COMPUTED    1 1
 LP0294
 LP0294.Superseded values are not recommended for survey control.
 LP0294
 LP0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0294.See file dsdata.pdf to determine how the superseded data were derived.
 LP0294
 LP0294_MARKER: DB = BENCH MARK DISK
 LP0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0294_STAMPING: W 176 1970
 LP0294_MARK LOGO: CGS
 LP0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0294+STABILITY: SURFACE MOTION
 LP0294
 LP0294  HISTORY     - Date     Condition        Report By
 LP0294  HISTORY     - 1970     MONUMENTED       NGS
 LP0294
 LP0294                          STATION DESCRIPTION
 LP0294
 LP0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0294'1.55 MI N FROM LOFGREEN.
 LP0294'1.55 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING SIGN
 LP0294'AT LOFGREEN, AT THE NORTHWEST END OF CUT AND SOUTHEAST END OF FILL,
 LP0294'232 FEET NORTH OF THE FIRST POLE NORTHWEST OF MILE POST 711.50, 71.4
 LP0294'FEET NORTHEAST OF THE NORTHEAST RAIL, 26.8 FEET SOUTHWEST OF A FENCE,
 LP0294'1 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 2.0 FEET NORTHWEST OF A
 LP0294'WITNESS POST, ABOUT 5 FEET LOWER THAN THE TRACK AND IN THE TOP OF A
 LP0294'CONCRETE POST PROJECTING 0.3 FOOT.  SECTION 17, T 4W, R 9S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0039 ***********************************************************************
 KO0039  DESIGNATION -  W 177
 KO0039  PID         -  KO0039
 KO0039  STATE/COUNTY-  UT/JUAB
 KO0039  COUNTRY     -  US
 KO0039  USGS QUAD   -  MCINTYRE (2017)
 KO0039
 KO0039                         *CURRENT SURVEY CONTROL
 KO0039  ______________________________________________________________________
 KO0039* NAD 83(1986) POSITION- 39 47 04.     (N) 112 11 42.     (W)   SCALED
 KO0039* NAVD 88 ORTHO HEIGHT -  1654.421 (meters)     5427.88  (feet) ADJUSTED
 KO0039  ______________________________________________________________________
 KO0039  GEOID HEIGHT    -        -18.035 (meters)                     GEOID18
 KO0039  DYNAMIC HEIGHT  -       1652.866 (meters)     5422.78  (feet) COMP
 KO0039  MODELED GRAVITY -    979,628.0   (mgal)                       NAVD 88
 KO0039  OBS GRAVITY     -    979,627.7   (mgal)                       GRAV_OBS
 KO0039
 KO0039  VERT ORDER      -  FIRST     CLASS I
 KO0039
 KO0039.The horizontal coordinates were scaled from a map and have
 KO0039.an estimated accuracy of +/- 6 seconds.
 KO0039
 KO0039.The orthometric height was determined by differential leveling and
 KO0039.adjusted by the NATIONAL GEODETIC SURVEY
 KO0039.in June 1991.
 KO0039
 KO0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0039.GEOID18 height accuracy estimate available here.
 KO0039
 KO0039.Click photographs - Photos may exist for this station.
 KO0039
 KO0039.The dynamic height is computed by dividing the NAVD 88
 KO0039.geopotential number by the normal gravity value computed on the
 KO0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0039.degrees latitude (g = 980.6199 gals.).
 KO0039
 KO0039.The modeled gravity was interpolated from observed gravity values.
 KO0039
 KO0039.The observed gravity was obtained from relative gravimeter ties
 KO0039.to the IGSN71 gravity network.
 KO0039
 KO0039;                    North         East    Units  Estimated Accuracy
 KO0039;SPC UT C     - 2,161,330.      440,470.      MT  (+/- 180 meters Scaled)
 KO0039
 KO0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK976045(NAD 83)
 KO0039
 KO0039                          SUPERSEDED SURVEY CONTROL
 KO0039
 KO0039.No superseded survey control is available for this station.
 KO0039
 KO0039_MARKER: DB = BENCH MARK DISK
 KO0039_SETTING: 66 = SET IN ROCK OUTCROP
 KO0039_STAMPING: W 177 1970
 KO0039_MARK LOGO: CGS
 KO0039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0039+STABILITY: POSITION/ELEVATION WELL
 KO0039
 KO0039  HISTORY     - Date     Condition        Report By
 KO0039  HISTORY     - 1970     MONUMENTED       NGS
 KO0039
 KO0039                          STATION DESCRIPTION
 KO0039
 KO0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0039'10.55 MI S FROM TINTIC JUNCTION.
 KO0039'10.55 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 KO0039'TINTIC JUNCTION, AT THE CENTER OF A SMALL CUT, SET VERTICALLY IN THE
 KO0039'NORTHEAST FACE OF A LEDGE OF A SANDSTONE OUTCROP, 20.0 FEET SOUTHWEST
 KO0039'OF THE SOUTHWEST RAIL, 33 1/2 FEET NORTH OF THE FIRST POLE NORTHWEST
 KO0039'OF MILEPOST 688, ABOUT 1 1/2 FEET ABOVE THE GROUND AND 3 FEET HIGHER
 KO0039'THAN THE TRACK.  SECTION 16, T 12S, R 3W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0022 ***********************************************************************
 KO0022  DESIGNATION -  W 178
 KO0022  PID         -  KO0022
 KO0022  STATE/COUNTY-  UT/JUAB
 KO0022  COUNTRY     -  US
 KO0022  USGS QUAD   -  TANNER CREEK NARROWS (2017)
 KO0022
 KO0022                         *CURRENT SURVEY CONTROL
 KO0022  ______________________________________________________________________
 KO0022* NAD 83(1986) POSITION- 39 39 46.     (N) 112 17 17.     (W)   SCALED
 KO0022* NAVD 88 ORTHO HEIGHT -  1520.185 (meters)     4987.47  (feet) ADJUSTED
 KO0022  ______________________________________________________________________
 KO0022  GEOID HEIGHT    -        -18.189 (meters)                     GEOID18
 KO0022  DYNAMIC HEIGHT  -       1518.817 (meters)     4982.99  (feet) COMP
 KO0022  MODELED GRAVITY -    979,673.5   (mgal)                       NAVD 88
 KO0022
 KO0022  VERT ORDER      -  FIRST     CLASS I
 KO0022
 KO0022.The horizontal coordinates were scaled from a map and have
 KO0022.an estimated accuracy of +/- 6 seconds.
 KO0022
 KO0022.The orthometric height was determined by differential leveling and
 KO0022.adjusted by the NATIONAL GEODETIC SURVEY
 KO0022.in June 1991.
 KO0022
 KO0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0022.GEOID18 height accuracy estimate available here.
 KO0022
 KO0022.Click photographs - Photos may exist for this station.
 KO0022
 KO0022.The dynamic height is computed by dividing the NAVD 88
 KO0022.geopotential number by the normal gravity value computed on the
 KO0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0022.degrees latitude (g = 980.6199 gals.).
 KO0022
 KO0022.The modeled gravity was interpolated from observed gravity values.
 KO0022
 KO0022;                    North         East    Units  Estimated Accuracy
 KO0022;SPC UT C     - 2,147,890.      432,380.      MT  (+/- 180 meters Scaled)
 KO0022
 KO0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ895911(NAD 83)
 KO0022
 KO0022                          SUPERSEDED SURVEY CONTROL
 KO0022
 KO0022.No superseded survey control is available for this station.
 KO0022
 KO0022_MARKER: DB = BENCH MARK DISK
 KO0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0022_STAMPING: W 178 1970
 KO0022_MARK LOGO: CGS
 KO0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0022+STABILITY: SURFACE MOTION
 KO0022
 KO0022  HISTORY     - Date     Condition        Report By
 KO0022  HISTORY     - 1970     MONUMENTED       NGS
 KO0022
 KO0022                          STATION DESCRIPTION
 KO0022
 KO0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0022'11.15 MI NE FROM LYNNDYL.
 KO0022'11.15 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0022'SIGN AT LYNNDYL, 153 1/2 FEET SOUTHEAST AND ACROSS THE TRACK FROM
 KO0022'MILEPOLE 677, 77.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 20.5 FEET
 KO0022'NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 1 1/2 FEET NORTHEAST OF
 KO0022'A TELEPHONE POLE, 1.6 FEET SOUTHEAST OF A WITNESS POST, ABOUT 2 1/2
 KO0022'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 KO0022'PROJECTING 0.4 FOOT ABOVE THE GROUND.  SECTION 28, T 13 S, R 4W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0209 ***********************************************************************
 KO0209  DESIGNATION -  W 179
 KO0209  PID         -  KO0209
 KO0209  STATE/COUNTY-  UT/MILLARD
 KO0209  COUNTRY     -  US
 KO0209  USGS QUAD   -  SUNSTONE KNOLL (2017)
 KO0209
 KO0209                         *CURRENT SURVEY CONTROL
 KO0209  ______________________________________________________________________
 KO0209* NAD 83(1986) POSITION- 39 13 50.     (N) 112 40 07.     (W)   SCALED
 KO0209* NAVD 88 ORTHO HEIGHT -  1394.382 (meters)     4574.73  (feet) ADJUSTED
 KO0209  ______________________________________________________________________
 KO0209  GEOID HEIGHT    -        -19.872 (meters)                     GEOID18
 KO0209  DYNAMIC HEIGHT  -       1393.072 (meters)     4570.44  (feet) COMP
 KO0209  MODELED GRAVITY -    979,640.0   (mgal)                       NAVD 88
 KO0209  OBS GRAVITY     -    979,639.4   (mgal)                       GRAV_OBS
 KO0209
 KO0209  VERT ORDER      -  FIRST     CLASS I
 KO0209
 KO0209.The horizontal coordinates were scaled from a map and have
 KO0209.an estimated accuracy of +/- 6 seconds.
 KO0209
 KO0209.The orthometric height was determined by differential leveling and
 KO0209.adjusted by the NATIONAL GEODETIC SURVEY
 KO0209.in June 1991.
 KO0209
 KO0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0209.GEOID18 height accuracy estimate available here.
 KO0209
 KO0209.Click photographs - Photos may exist for this station.
 KO0209
 KO0209.The dynamic height is computed by dividing the NAVD 88
 KO0209.geopotential number by the normal gravity value computed on the
 KO0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0209.degrees latitude (g = 980.6199 gals.).
 KO0209
 KO0209.The modeled gravity was interpolated from observed gravity values.
 KO0209
 KO0209.The observed gravity was obtained from relative gravimeter ties
 KO0209.to the IGSN71 gravity network.
 KO0209
 KO0209;                    North         East    Units  Estimated Accuracy
 KO0209;SPC UT C     - 2,100,270.      399,100.      MT  (+/- 180 meters Scaled)
 KO0209
 KO0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ559436(NAD 83)
 KO0209
 KO0209                          SUPERSEDED SURVEY CONTROL
 KO0209
 KO0209  NGVD 29 (??/??/92) 1393.28   (m)         4571.1    (f) COMPUTED    1 1
 KO0209
 KO0209.Superseded values are not recommended for survey control.
 KO0209
 KO0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0209.See file dsdata.pdf to determine how the superseded data were derived.
 KO0209
 KO0209_MARKER: DB = BENCH MARK DISK
 KO0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0209_STAMPING: W 179 1970
 KO0209_MARK LOGO: CGS
 KO0209_PROJECTION: PROJECTING
 KO0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0209+STABILITY: SURFACE MOTION
 KO0209
 KO0209  HISTORY     - Date     Condition        Report By
 KO0209  HISTORY     - 1970     MONUMENTED       NGS
 KO0209
 KO0209                          STATION DESCRIPTION
 KO0209
 KO0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0209'9.9 MI SW FROM DELTA.
 KO0209'9.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0209'AT DELTA, 2 1/2 FEET SOUTHWEST OF MILEPOLE 639.50, 74.8 FEET NORTHWEST
 KO0209'OF THE NORTHWEST RAIL, 21 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 KO0209'STATE HIGHWAY 257, 1.0 FOOT SOUTHEAST OF THE NORTHWEST-RIGHT-OF-WAY
 KO0209'FENCE, 2.1 FEET NORTHEAST OF A WITNESS POST, ABOUT 5 FEET LOWER THAN
 KO0209'THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO
 KO0209'GRADUAL REFUSAL AT A DEPTH OF 48 FEET. THE UPPER PORTION OF THE ROD IN
 KO0209'ENCASED IN A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0297 ***********************************************************************
 JM0297  DESIGNATION -  W 18
 JM0297  PID         -  JM0297
 JM0297  STATE/COUNTY-  UT/GRAND
 JM0297  COUNTRY     -  US
 JM0297  USGS QUAD   -  VALLEY CITY (2017)
 JM0297
 JM0297                         *CURRENT SURVEY CONTROL
 JM0297  ______________________________________________________________________
 JM0297* NAD 83(1986) POSITION- 38 47 05.     (N) 109 45 12.     (W)   SCALED
 JM0297* NAVD 88 ORTHO HEIGHT -  1415.355 (meters)     4643.54  (feet) ADJUSTED
 JM0297  ______________________________________________________________________
 JM0297  GEOID HEIGHT    -        -20.703 (meters)                     GEOID18
 JM0297  DYNAMIC HEIGHT  -       1413.912 (meters)     4638.81  (feet) COMP
 JM0297  MODELED GRAVITY -    979,559.5   (mgal)                       NAVD 88
 JM0297
 JM0297  VERT ORDER      -  FIRST     CLASS II
 JM0297
 JM0297.The horizontal coordinates were scaled from a map and have
 JM0297.an estimated accuracy of +/- 6 seconds.
 JM0297
 JM0297.The orthometric height was determined by differential leveling and
 JM0297.adjusted by the NATIONAL GEODETIC SURVEY
 JM0297.in June 1991.
 JM0297
 JM0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0297.GEOID18 height accuracy estimate available here.
 JM0297
 JM0297.Click photographs - Photos may exist for this station.
 JM0297
 JM0297.The dynamic height is computed by dividing the NAVD 88
 JM0297.geopotential number by the normal gravity value computed on the
 JM0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0297.degrees latitude (g = 980.6199 gals.).
 JM0297
 JM0297.The modeled gravity was interpolated from observed gravity values.
 JM0297
 JM0297;                    North         East    Units  Estimated Accuracy
 JM0297;SPC UT C     - 2,051,600.      651,770.      MT  (+/- 180 meters Scaled)
 JM0297
 JM0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH082936(NAD 83)
 JM0297
 JM0297                          SUPERSEDED SURVEY CONTROL
 JM0297
 JM0297  NGVD 29 (??/??/92) 1414.340  (m)         4640.21   (f) ADJ UNCH    1 2
 JM0297
 JM0297.Superseded values are not recommended for survey control.
 JM0297
 JM0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0297.See file dsdata.pdf to determine how the superseded data were derived.
 JM0297
 JM0297_MARKER: DB = BENCH MARK DISK
 JM0297_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JM0297_SP_SET: CULVERT HEADWALL
 JM0297_STAMPING: 4640.214 W 18 1933
 JM0297_MARK LOGO: CGS
 JM0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0297+STABILITY: SURFACE MOTION
 JM0297
 JM0297  HISTORY     - Date     Condition        Report By
 JM0297  HISTORY     - 1933     MONUMENTED       CGS
 JM0297  HISTORY     - 1957     MARK NOT FOUND   USGS
 JM0297  HISTORY     - 20091122 MARK NOT FOUND   GEOCAC
 JM0297
 JM0297                          STATION DESCRIPTION
 JM0297
 JM0297'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 JM0297'6.3 MI S FROM VALLEY CITY.
 JM0297'6.3 MILES SOUTH ALONG U.S. HIGHWAY 450 FROM VALLEY CITY, GRAND COUNTY,
 JM0297'OPPOSITE A PROMINENT KNOLL 400 YARDS WEST OF THE HIGHWAY, AT A 24-INCH
 JM0297'CULVERT, IN THE TOP OF THE WEST END OF A CUT-OFF WALL, AND 30 FEET
 JM0297'WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 JM0297'4640.214 W 18 1933.
 JM0297
 JM0297                          STATION RECOVERY (2009)
 JM0297
 JM0297'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0297'CULVERT STRUCTURE NOT FOUND. US 191 HAS BEEN WIDENED AND MOVED AT THIS
 JM0297'LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0380 ***********************************************************************
 JO0380  DESIGNATION -  W 180
 JO0380  PID         -  JO0380
 JO0380  STATE/COUNTY-  UT/MILLARD
 JO0380  COUNTRY     -  US
 JO0380  USGS QUAD   -  BORDEN (2017)
 JO0380
 JO0380                         *CURRENT SURVEY CONTROL
 JO0380  ______________________________________________________________________
 JO0380* NAD 83(1986) POSITION- 38 58 17.     (N) 112 47 56.     (W)   SCALED
 JO0380* NAVD 88 ORTHO HEIGHT -  1441.664 (meters)     4729.86  (feet) ADJUSTED
 JO0380  ______________________________________________________________________
 JO0380  GEOID HEIGHT    -        -20.085 (meters)                     GEOID18
 JO0380  DYNAMIC HEIGHT  -       1440.279 (meters)     4725.32  (feet) COMP
 JO0380  MODELED GRAVITY -    979,617.3   (mgal)                       NAVD 88
 JO0380  OBS GRAVITY     -    979,617.4   (mgal)                       GRAV_OBS
 JO0380
 JO0380  VERT ORDER      -  FIRST     CLASS I
 JO0380
 JO0380.The horizontal coordinates were scaled from a map and have
 JO0380.an estimated accuracy of +/- 6 seconds.
 JO0380
 JO0380.The orthometric height was determined by differential leveling and
 JO0380.adjusted by the NATIONAL GEODETIC SURVEY
 JO0380.in June 1991.
 JO0380
 JO0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0380.GEOID18 height accuracy estimate available here.
 JO0380
 JO0380.Click photographs - Photos may exist for this station.
 JO0380
 JO0380.The dynamic height is computed by dividing the NAVD 88
 JO0380.geopotential number by the normal gravity value computed on the
 JO0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0380.degrees latitude (g = 980.6199 gals.).
 JO0380
 JO0380.The modeled gravity was interpolated from observed gravity values.
 JO0380
 JO0380.The observed gravity was obtained from relative gravimeter ties
 JO0380.to the IGSN71 gravity network.
 JO0380
 JO0380;                    North         East    Units  Estimated Accuracy
 JO0380;SPC UT C     - 2,071,660.      387,440.      MT  (+/- 180 meters Scaled)
 JO0380
 JO0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ441151(NAD 83)
 JO0380
 JO0380                          SUPERSEDED SURVEY CONTROL
 JO0380
 JO0380  NGVD 29 (??/??/92) 1440.56   (m)         4726.2    (f) COMPUTED    1 1
 JO0380
 JO0380.Superseded values are not recommended for survey control.
 JO0380
 JO0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0380.See file dsdata.pdf to determine how the superseded data were derived.
 JO0380
 JO0380_MARKER: DB = BENCH MARK DISK
 JO0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0380_STAMPING: W 180 1970
 JO0380_MARK LOGO: CGS
 JO0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0380+STABILITY: SURFACE MOTION
 JO0380
 JO0380  HISTORY     - Date     Condition        Report By
 JO0380  HISTORY     - 1970     MONUMENTED       NGS
 JO0380
 JO0380                          STATION DESCRIPTION
 JO0380
 JO0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0380'20.85 MI NE FROM BLACK ROCK.
 JO0380'20.85 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JO0380'STATION AT BLACK ROCK, 2 FEET NORTHEAST OF MILEPOLE 620.25, 89.8 FEET
 JO0380'NORTHWEST OF THE NORTHWEST RAIL, 24 1/2 FEET SOUTHEAST OF THE CENTER
 JO0380'LINE OF STATE HIGHWAY 257, 3.7 FEET SOUTHEAST OF A FENCE, 1.8 FEET
 JO0380'SOUTHWEST OF A WITNESS POST, ABOUT 8 FEET LOWER THAN THE TRACK, ABOUT
 JO0380'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JO0380'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0229 ***********************************************************************
 JO0229  DESIGNATION -  W 181
 JO0229  PID         -  JO0229
 JO0229  STATE/COUNTY-  UT/MILLARD
 JO0229  COUNTRY     -  US
 JO0229  USGS QUAD   -  BLACK ROCK (2017)
 JO0229
 JO0229                         *CURRENT SURVEY CONTROL
 JO0229  ______________________________________________________________________
 JO0229* NAD 83(1986) POSITION- 38 43 00.     (N) 112 58 04.     (W)   SCALED
 JO0229* NAVD 88 ORTHO HEIGHT -  1479.390 (meters)     4853.63  (feet) ADJUSTED
 JO0229  ______________________________________________________________________
 JO0229  GEOID HEIGHT    -        -20.360 (meters)                     GEOID18
 JO0229  DYNAMIC HEIGHT  -       1477.935 (meters)     4848.86  (feet) COMP
 JO0229  MODELED GRAVITY -    979,593.1   (mgal)                       NAVD 88
 JO0229
 JO0229  VERT ORDER      -  FIRST     CLASS I
 JO0229
 JO0229.The horizontal coordinates were scaled from a map and have
 JO0229.an estimated accuracy of +/- 6 seconds.
 JO0229
 JO0229.The orthometric height was determined by differential leveling and
 JO0229.adjusted by the NATIONAL GEODETIC SURVEY
 JO0229.in June 1991.
 JO0229
 JO0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0229.GEOID18 height accuracy estimate available here.
 JO0229
 JO0229.Click photographs - Photos may exist for this station.
 JO0229
 JO0229.The dynamic height is computed by dividing the NAVD 88
 JO0229.geopotential number by the normal gravity value computed on the
 JO0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0229.degrees latitude (g = 980.6199 gals.).
 JO0229
 JO0229.The modeled gravity was interpolated from observed gravity values.
 JO0229
 JO0229;                    North         East    Units  Estimated Accuracy
 JO0229;SPC UT C     - 2,043,610.      372,340.      MT  (+/- 180 meters Scaled)
 JO0229
 JO0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH289871(NAD 83)
 JO0229
 JO0229                          SUPERSEDED SURVEY CONTROL
 JO0229
 JO0229  NGVD 29 (??/??/92) 1478.115  (m)         4849.45   (f) ADJ UNCH    1 1
 JO0229
 JO0229.Superseded values are not recommended for survey control.
 JO0229
 JO0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0229.See file dsdata.pdf to determine how the superseded data were derived.
 JO0229
 JO0229_MARKER: DB = BENCH MARK DISK
 JO0229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JO0229_SP_SET: FOUNDATION
 JO0229_STAMPING: W 181 1970
 JO0229_MARK LOGO: CGS
 JO0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0229
 JO0229  HISTORY     - Date     Condition        Report By
 JO0229  HISTORY     - 1970     MONUMENTED       NGS
 JO0229
 JO0229                          STATION DESCRIPTION
 JO0229
 JO0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0229'IN BLACK ROCK.
 JO0229'AT BLACK ROCK, 0.1 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM
 JO0229'THE STATION, AT THE CROSSING OF A GRAVELED ROAD, NEAR MILEPOLE 599.50,
 JO0229'IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF A
 JO0229'STEEL RAIL CATTLEGUARD, 70.7 FEET WEST OF THE WEST RAIL OF THE MAIN
 JO0229'TRACK, 8 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 0.8 FOOT SOUTHWEST
 JO0229'OF THE SOUTHWEST CORNER OF THE STEEL GRATE, AND ABOUT 2 1/2 FEET LOWER
 JO0229'THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0286 ***********************************************************************
 JO0286  DESIGNATION -  W 182
 JO0286  PID         -  JO0286
 JO0286  STATE/COUNTY-  UT/BEAVER
 JO0286  COUNTRY     -  US
 JO0286  USGS QUAD   -  MILFORD (2017)
 JO0286
 JO0286                         *CURRENT SURVEY CONTROL
 JO0286  ______________________________________________________________________
 JO0286* NAD 83(1986) POSITION- 38 24 05.     (N) 113 00 21.     (W)   SCALED
 JO0286* NAVD 88 ORTHO HEIGHT -  1511.160 (meters)     4957.86  (feet) ADJUSTED
 JO0286  ______________________________________________________________________
 JO0286  GEOID HEIGHT    -        -20.943 (meters)                     GEOID18
 JO0286  DYNAMIC HEIGHT  -       1509.571 (meters)     4952.65  (feet) COMP
 JO0286  MODELED GRAVITY -    979,524.7   (mgal)                       NAVD 88
 JO0286
 JO0286  VERT ORDER      -  FIRST     CLASS I
 JO0286
 JO0286.The horizontal coordinates were scaled from a map and have
 JO0286.an estimated accuracy of +/- 6 seconds.
 JO0286
 JO0286.The orthometric height was determined by differential leveling and
 JO0286.adjusted by the NATIONAL GEODETIC SURVEY
 JO0286.in June 1991.
 JO0286
 JO0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0286.GEOID18 height accuracy estimate available here.
 JO0286
 JO0286.Click photographs - Photos may exist for this station.
 JO0286
 JO0286.The dynamic height is computed by dividing the NAVD 88
 JO0286.geopotential number by the normal gravity value computed on the
 JO0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0286.degrees latitude (g = 980.6199 gals.).
 JO0286
 JO0286.The modeled gravity was interpolated from observed gravity values.
 JO0286
 JO0286;                    North         East    Units  Estimated Accuracy
 JO0286;SPC UT S     - 3,193,590.      368,470.      MT  (+/- 180 meters Scaled)
 JO0286
 JO0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH248522(NAD 83)
 JO0286
 JO0286                          SUPERSEDED SURVEY CONTROL
 JO0286
 JO0286.No superseded survey control is available for this station.
 JO0286
 JO0286_MARKER: DB = BENCH MARK DISK
 JO0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0286_STAMPING: W 182 1970
 JO0286_MARK LOGO: CGS
 JO0286_PROJECTION: PROJECTING 5 CENTIMETERS
 JO0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0286+STABILITY: SURFACE MOTION
 JO0286_ROD/PIPE-DEPTH: 17.1 meters
 JO0286
 JO0286  HISTORY     - Date     Condition        Report By
 JO0286  HISTORY     - 1970     MONUMENTED       NGS
 JO0286  HISTORY     - 1984     GOOD             NGS
 JO0286
 JO0286                          STATION DESCRIPTION
 JO0286
 JO0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0286'0.55 MI N FROM MILFORD.
 JO0286'0.55 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JO0286'MILFORD, 3 POLES NORTHEAST OF MILEPOLE 577.25, 32.8 FEET NORTHWEST OF
 JO0286'THE NORTHWEST RAIL OF THE MAIN TRACK, 37 1/2 FEET SOUTHEAST OF THE
 JO0286'CENTER LINE OF A GRAVELED ROAD, 48.2 FEET SOUTHEAST AND ACROSS THE
 JO0286'ROAD FROM A FENCE, 1 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 1.5 FEET
 JO0286'NORTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, A
 JO0286'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL
 JO0286'REFUSAL AT A DEPTH OF 56 FEET.  THE UPPER PORTION OF THE ROD IS
 JO0286'ENCASED IN A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JO0286'SECTION 5, T28S, R10W.
 JO0286
 JO0286                          STATION RECOVERY (1984)
 JO0286
 JO0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0286'RECOVERED IN GOOD CONDITION.  THE 1970 DESCRIPTION IS ADEQUATE EXCEPT
 JO0286'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 JO0286'THE MARK IS 0.5 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0221 ***********************************************************************
 JM0221  DESIGNATION -  W 19
 JM0221  PID         -  JM0221
 JM0221  STATE/COUNTY-  UT/GRAND
 JM0221  COUNTRY     -  US
 JM0221  USGS QUAD   -  RILL CREEK (2017)
 JM0221
 JM0221                         *CURRENT SURVEY CONTROL
 JM0221  ______________________________________________________________________
 JM0221* NAD 83(1986) POSITION- 38 30 12.     (N) 109 27 34.     (W)   SCALED
 JM0221* NAVD 88 ORTHO HEIGHT -  1447.655 (meters)     4749.51  (feet) ADJUSTED
 JM0221  ______________________________________________________________________
 JM0221  GEOID HEIGHT    -        -19.846 (meters)                     GEOID18
 JM0221  DYNAMIC HEIGHT  -       1446.104 (meters)     4744.43  (feet) COMP
 JM0221  MODELED GRAVITY -    979,508.3   (mgal)                       NAVD 88
 JM0221
 JM0221  VERT ORDER      -  FIRST     CLASS II
 JM0221
 JM0221.The horizontal coordinates were scaled from a map and have
 JM0221.an estimated accuracy of +/- 6 seconds.
 JM0221
 JM0221.The orthometric height was determined by differential leveling and
 JM0221.adjusted by the NATIONAL GEODETIC SURVEY
 JM0221.in June 1991.
 JM0221
 JM0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0221.GEOID18 height accuracy estimate available here.
 JM0221
 JM0221.Click photographs - Photos may exist for this station.
 JM0221
 JM0221.The dynamic height is computed by dividing the NAVD 88
 JM0221.geopotential number by the normal gravity value computed on the
 JM0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0221.degrees latitude (g = 980.6199 gals.).
 JM0221
 JM0221.The modeled gravity was interpolated from observed gravity values.
 JM0221
 JM0221;                    North         East    Units  Estimated Accuracy
 JM0221;SPC UT C     - 2,020,910.      678,010.      MT  (+/- 180 meters Scaled)
 JM0221
 JM0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH343627(NAD 83)
 JM0221
 JM0221                          SUPERSEDED SURVEY CONTROL
 JM0221
 JM0221  NGVD 29 (??/??/92) 1446.614  (m)         4746.10   (f) ADJ UNCH    1 2
 JM0221
 JM0221.Superseded values are not recommended for survey control.
 JM0221
 JM0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0221.See file dsdata.pdf to determine how the superseded data were derived.
 JM0221
 JM0221_MARKER: DB = BENCH MARK DISK
 JM0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0221_STAMPING: 4746.099 W 19 1933
 JM0221_MARK LOGO: CGS
 JM0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0221+STABILITY: SURFACE MOTION
 JM0221
 JM0221  HISTORY     - Date     Condition        Report By
 JM0221  HISTORY     - 1933     MONUMENTED       CGS
 JM0221  HISTORY     - 1934     GOOD             CGS
 JM0221  HISTORY     - 1980     MARK NOT FOUND   USGS
 JM0221
 JM0221                          STATION DESCRIPTION
 JM0221
 JM0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0221'7.2 MI SE FROM MOAB.
 JM0221'7.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 JM0221'MOAB, GRAND COUNTY, 1 MILE NORTHWEST OF THE GRAND SAN JUAN COUNTY
 JM0221'LINE, 150 YARDS NORTH OF A RANCH HOUSE, AT AN ANGLE IN THE RIGHT OF
 JM0221'WAY FENCE, 35 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 4
 JM0221'FEET SOUTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED 4746.099 W 19
 JM0221'1933 AND SET IN THE TOP OF A CONCRETE POST.
 JM0221
 JM0221                          STATION RECOVERY (1980)
 JM0221
 JM0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 JM0221'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0036 ***********************************************************************
 LP0036  DESIGNATION -  W 2
 LP0036  PID         -  LP0036
 LP0036  STATE/COUNTY-  UT/TOOELE
 LP0036  COUNTRY     -  US
 LP0036  USGS QUAD   -  SAINT JOHN (2017)
 LP0036
 LP0036                         *CURRENT SURVEY CONTROL
 LP0036  ______________________________________________________________________
 LP0036* NAD 83(1986) POSITION- 40 17 17.     (N) 112 23 59.     (W)   SCALED
 LP0036* NAVD 88 ORTHO HEIGHT -  1537.495 (meters)     5044.26  (feet) ADJUSTED
 LP0036  ______________________________________________________________________
 LP0036  GEOID HEIGHT    -        -17.760 (meters)                     GEOID18
 LP0036  DYNAMIC HEIGHT  -       1536.142 (meters)     5039.83  (feet) COMP
 LP0036  MODELED GRAVITY -    979,691.9   (mgal)                       NAVD 88
 LP0036
 LP0036  VERT ORDER      -  FIRST     CLASS II
 LP0036
 LP0036.The horizontal coordinates were scaled from a map and have
 LP0036.an estimated accuracy of +/- 6 seconds.
 LP0036
 LP0036.The orthometric height was determined by differential leveling and
 LP0036.adjusted by the NATIONAL GEODETIC SURVEY
 LP0036.in June 1991.
 LP0036
 LP0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0036.GEOID18 height accuracy estimate available here.
 LP0036
 LP0036.Click photographs - Photos may exist for this station.
 LP0036
 LP0036.The dynamic height is computed by dividing the NAVD 88
 LP0036.geopotential number by the normal gravity value computed on the
 LP0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0036.degrees latitude (g = 980.6199 gals.).
 LP0036
 LP0036.The modeled gravity was interpolated from observed gravity values.
 LP0036
 LP0036;                    North         East    Units  Estimated Accuracy
 LP0036;SPC UT C     - 2,217,400.      423,500.      MT  (+/- 180 meters Scaled)
 LP0036
 LP0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK810606(NAD 83)
 LP0036
 LP0036                          SUPERSEDED SURVEY CONTROL
 LP0036
 LP0036  NGVD 29 (??/??/92) 1536.343  (m)         5040.49   (f) ADJ UNCH    1 2
 LP0036
 LP0036.Superseded values are not recommended for survey control.
 LP0036
 LP0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0036.See file dsdata.pdf to determine how the superseded data were derived.
 LP0036
 LP0036_MARKER: P = PIPE CAP
 LP0036_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0036_STAMPING: 5040.485
 LP0036_MARK LOGO: CGS
 LP0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0036
 LP0036  HISTORY     - Date     Condition        Report By
 LP0036  HISTORY     - 1908     MONUMENTED       CGS
 LP0036  HISTORY     - 1955     GOOD             USGS
 LP0036
 LP0036                          STATION DESCRIPTION
 LP0036
 LP0036'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LP0036'1.5 MI N FROM AJAX.
 LP0036'ABOUT 1-1/2 MI. N. ALONG THE UNION PACIFIC RR FROM AJAX, TOOELE CTY.
 LP0036'ABOUT 5.5 MI. S. OF ST. JOHN RR STATION, ALONG THE UNION PACIFIC RR,
 LP0036'TOOELE COUNTY, ABOUT 12 POLES S. OF MILEPOST 731, ABOUT 160 YARDS N.
 LP0036'OF CULVERT 730.50, 24 1/2 FT. E. OF A TELEPHONE POLE, 18 1/2 FT. W. OF
 LP0036'THE CENTER LINE OF THE TRACK, A STANDARD CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0250 ***********************************************************************
 JM0250  DESIGNATION -  W 20
 JM0250  PID         -  JM0250
 JM0250  STATE/COUNTY-  UT/SAN JUAN
 JM0250  COUNTRY     -  US
 JM0250  USGS QUAD   -  HATCH ROCK (2017)
 JM0250
 JM0250                         *CURRENT SURVEY CONTROL
 JM0250  ______________________________________________________________________
 JM0250* NAD 83(1986) POSITION- 38 13 37.     (N) 109 23 33.     (W)   SCALED
 JM0250* NAVD 88 ORTHO HEIGHT -  1741.096 (meters)     5712.25  (feet) ADJUSTED
 JM0250  ______________________________________________________________________
 JM0250  GEOID HEIGHT    -        -19.046 (meters)                     GEOID18
 JM0250  DYNAMIC HEIGHT  -       1739.176 (meters)     5705.95  (feet) COMP
 JM0250  MODELED GRAVITY -    979,464.9   (mgal)                       NAVD 88
 JM0250
 JM0250  VERT ORDER      -  FIRST     CLASS II
 JM0250
 JM0250.The horizontal coordinates were scaled from a map and have
 JM0250.an estimated accuracy of +/- 6 seconds.
 JM0250
 JM0250.The orthometric height was determined by differential leveling and
 JM0250.adjusted by the NATIONAL GEODETIC SURVEY
 JM0250.in June 1991.
 JM0250
 JM0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0250.GEOID18 height accuracy estimate available here.
 JM0250
 JM0250.Click photographs - Photos may exist for this station.
 JM0250
 JM0250.The dynamic height is computed by dividing the NAVD 88
 JM0250.geopotential number by the normal gravity value computed on the
 JM0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0250.degrees latitude (g = 980.6199 gals.).
 JM0250
 JM0250.The modeled gravity was interpolated from observed gravity values.
 JM0250
 JM0250;                    North         East    Units  Estimated Accuracy
 JM0250;SPC UT S     - 3,175,250.      684,520.      MT  (+/- 180 meters Scaled)
 JM0250
 JM0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH407322(NAD 83)
 JM0250
 JM0250                          SUPERSEDED SURVEY CONTROL
 JM0250
 JM0250  NGVD 29 (??/??/92) 1740.057  (m)         5708.84   (f) ADJ UNCH    1 2
 JM0250
 JM0250.Superseded values are not recommended for survey control.
 JM0250
 JM0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0250.See file dsdata.pdf to determine how the superseded data were derived.
 JM0250
 JM0250_MARKER: DB = BENCH MARK DISK
 JM0250_SETTING: 66 = SET IN ROCK OUTCROP
 JM0250_STAMPING: 5708.837 W 20 1933
 JM0250_MARK LOGO: CGS
 JM0250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0250+STABILITY: POSITION/ELEVATION WELL
 JM0250
 JM0250  HISTORY     - Date     Condition        Report By
 JM0250  HISTORY     - 1933     MONUMENTED       CGS
 JM0250  HISTORY     - 1934     GOOD             CGS
 JM0250  HISTORY     - 1982     GOOD             USGS
 JM0250
 JM0250                          STATION DESCRIPTION
 JM0250
 JM0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0250'25.8 MI N FROM MONTICELLO.
 JM0250'25.8 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 JM0250'MONTICELLO, SAN JUAN COUNTY, 0.2 MILE NORTH OF THE BOTTOM OF A LONG
 JM0250'GRADE, 36 FEET EAST OF A ROW OF POLES, 25 FEET WEST OF THE CENTERLINE
 JM0250'OF THE HIGHWAY, NEAR THE SOUTH SIDE OF A LARGE AREA OF SANDSTONE
 JM0250'BEDROCK, AND IN THE TOP OF A SMALL DOME.  A STANDARD DISK, STAMPED
 JM0250'5708.837 W 20 1933.
 JM0250
 JM0250                          STATION RECOVERY (1982)
 JM0250
 JM0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0250'INTERSECTION OF UTAH HIGHWAY 46 AND U.S. HIGHWAY 191, 3.0 MILES SOUTH
 JM0250'FROM THE INTERSECTION OF UTAH HIGHWAY 46 AND U.S. HIGHWAY 191 ALONG
 JM0250'U.S. HIGHWAY 191 TO WILSON ARCH AND THEN 3.6 MILES SOUTHWEST ALONG
 JM0250'OLD HIGHWAY 163, 0.2 MILES NORTH OF THE BOTTOM OF A LONG GRADE, 25
 JM0250'FEET WEST OF THE CENTERLINE OF THE OLD HIGHWAY, NEAR THE SOUTH OF
 JM0250'SANDSTONE BEDROCK, AND IN THE TOP OF A SMALLL DOME, A STANDARD DISK,
 JM0250'STAMPED 5708.837 W-20-1933.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0159 ***********************************************************************
 HM0159  DESIGNATION -  W 21
 HM0159  PID         -  HM0159
 HM0159  STATE/COUNTY-  UT/SAN JUAN
 HM0159  COUNTRY     -  US
 HM0159  USGS QUAD   -  MONTICELLO SOUTH (2017)
 HM0159
 HM0159                         *CURRENT SURVEY CONTROL
 HM0159  ______________________________________________________________________
 HM0159* NAD 83(1986) POSITION- 37 52 11.     (N) 109 20 36.     (W)   SCALED
 HM0159* NAVD 88 ORTHO HEIGHT -  2153.197 (meters)     7064.28  (feet) ADJUSTED
 HM0159  ______________________________________________________________________
 HM0159  GEOID HEIGHT    -        -18.819 (meters)                     GEOID18
 HM0159  DYNAMIC HEIGHT  -       2150.613 (meters)     7055.80  (feet) COMP
 HM0159  MODELED GRAVITY -    979,351.7   (mgal)                       NAVD 88
 HM0159
 HM0159  VERT ORDER      -  FIRST     CLASS II
 HM0159
 HM0159.The horizontal coordinates were scaled from a map and have
 HM0159.an estimated accuracy of +/- 6 seconds.
 HM0159
 HM0159.The orthometric height was determined by differential leveling and
 HM0159.adjusted by the NATIONAL GEODETIC SURVEY
 HM0159.in June 1991.
 HM0159
 HM0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0159.GEOID18 height accuracy estimate available here.
 HM0159
 HM0159.Click photographs - Photos may exist for this station.
 HM0159
 HM0159.The dynamic height is computed by dividing the NAVD 88
 HM0159.geopotential number by the normal gravity value computed on the
 HM0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0159.degrees latitude (g = 980.6199 gals.).
 HM0159
 HM0159.The modeled gravity was interpolated from observed gravity values.
 HM0159
 HM0159;                    North         East    Units  Estimated Accuracy
 HM0159;SPC UT S     - 3,135,710.      689,730.      MT  (+/- 180 meters Scaled)
 HM0159
 HM0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG457926(NAD 83)
 HM0159
 HM0159                          SUPERSEDED SURVEY CONTROL
 HM0159
 HM0159  NGVD 29 (??/??/92) 2152.038  (m)         7060.48   (f) ADJ UNCH    1 2
 HM0159
 HM0159.Superseded values are not recommended for survey control.
 HM0159
 HM0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0159.See file dsdata.pdf to determine how the superseded data were derived.
 HM0159
 HM0159_MARKER: DB = BENCH MARK DISK
 HM0159_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HM0159_SP_SET: STEP
 HM0159_STAMPING: 7060.478 W 21 1933
 HM0159_MARK LOGO: CGS
 HM0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0159
 HM0159  HISTORY     - Date     Condition        Report By
 HM0159  HISTORY     - 1933     MONUMENTED       CGS
 HM0159  HISTORY     - 1934     MARK NOT FOUND   CGS
 HM0159  HISTORY     - 1980     GOOD             USGS
 HM0159  HISTORY     - 1980     GOOD             USGS
 HM0159  HISTORY     - 20120906 MARK NOT FOUND   GEOCAC
 HM0159
 HM0159                          STATION DESCRIPTION
 HM0159
 HM0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0159'IN MONTICELLO.
 HM0159'AT MONTICELLO, SAN JUAN COUNTY, AT THE L.H. REDD CO. STORE, AT THE
 HM0159'SOUTH SIDE OF THE ENTRANCE, IN THE SOUTHWEST CORNER OF THE BOTTOM ONE
 HM0159'OF THREE CONCRETE STEPS, AND 2 FEET HIGHER THAN THE HIGHWAY.  A
 HM0159'STANDARD DISK, STAMPED 7060.478 W 21 1933.
 HM0159
 HM0159                          STATION RECOVERY (1980)
 HM0159
 HM0159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0159'SAN JUAN CO. COURT HOUSE. 1 BLOCK SOUTH, ON THE WEST SIDE OF MAIN
 HM0159'STREET 75 FT. SOUTH AND 50 FT WEST OF THE INTERSECTION OF MAIN AND
 HM0159'CENTER STREETS 1.5 FT HIGHER THAN ROAD, ON THE WEST EDGE OF THE SIDE
 HM0159'WALK IN FRONT OF AN EMPTY LOT. SET IN CONCRETE SIDEWALK A STANDARD
 HM0159'TABLET STAMPED.
 HM0159
 HM0159                          STATION RECOVERY (1980)
 HM0159
 HM0159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0159'SAN JUAN CO. COURT HOUSE. 1 BLOCK SOUTH, ON THE WEST SIDE OF MAIN
 HM0159'STREET 75 FT. SOUTH AND 50 FT WEST OF THE INTERSECTION OF MAIN AND
 HM0159'CENTER STREETS 1.5 FT HIGHER THAN ROAD, ON THE WEST EDGE OF THE SIDE
 HM0159'WALK IN FRONT OF AN EMPTY LOT. SET IN CONCRETE SIDEWALK A STANDARD
 HM0159'TABLET STAMPED.
 HM0159
 HM0159                          STATION RECOVERY (2012)
 HM0159
 HM0159'RECOVERY NOTE BY GEOCACHING 2012 (BA)
 HM0159'A NEW BUILDING HAS BEEN BUILT AT THIS LOCATION AND ALONG WITH IT, NEW
 HM0159'SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0187 ***********************************************************************
 HM0187  DESIGNATION -  W 22
 HM0187  PID         -  HM0187
 HM0187  STATE/COUNTY-  UT/SAN JUAN
 HM0187  COUNTRY     -  US
 HM0187  USGS QUAD   -  BLANDING SOUTH (2017)
 HM0187
 HM0187                         *CURRENT SURVEY CONTROL
 HM0187  ______________________________________________________________________
 HM0187* NAD 83(1986) POSITION- 37 32 39.6    (N) 109 29 26.2    (W)   HD_HELD2
 HM0187* NAVD 88 ORTHO HEIGHT -  1717.023 (meters)     5633.27  (feet) ADJUSTED
 HM0187  ______________________________________________________________________
 HM0187  GEOID HEIGHT    -        -20.230 (meters)                     GEOID18
 HM0187  DYNAMIC HEIGHT  -       1715.022 (meters)     5626.70  (feet) COMP
 HM0187  MODELED GRAVITY -    979,404.3   (mgal)                       NAVD 88
 HM0187
 HM0187  VERT ORDER      -  FIRST     CLASS II
 HM0187
 HM0187.The horizontal coordinates were established by autonomous hand held GPS
 HM0187.observations and have an estimated accuracy of +/- 10 meters.
 HM0187
 HM0187.The orthometric height was determined by differential leveling and
 HM0187.adjusted by the NATIONAL GEODETIC SURVEY
 HM0187.in June 1991.
 HM0187
 HM0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0187.GEOID18 height accuracy estimate available here.
 HM0187
 HM0187.Click photographs - Photos may exist for this station.
 HM0187
 HM0187.The dynamic height is computed by dividing the NAVD 88
 HM0187.geopotential number by the normal gravity value computed on the
 HM0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0187.degrees latitude (g = 980.6199 gals.).
 HM0187
 HM0187.The modeled gravity was interpolated from observed gravity values.
 HM0187
 HM0187;                    North         East    Units  Estimated Accuracy
 HM0187;SPC UT S     - 3,099,314.      677,555.      MT  (+/- 10 meters HH2 GPS)
 HM0187
 HM0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG3334056330(NAD 83)
 HM0187
 HM0187                          SUPERSEDED SURVEY CONTROL
 HM0187
 HM0187  NGVD 29 (??/??/92) 1715.982  (m)         5629.85   (f) ADJ UNCH    1 2
 HM0187
 HM0187.Superseded values are not recommended for survey control.
 HM0187
 HM0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0187.See file dsdata.pdf to determine how the superseded data were derived.
 HM0187
 HM0187_MARKER: DB = BENCH MARK DISK
 HM0187_SETTING: 66 = SET IN ROCK OUTCROP
 HM0187_STAMPING: W 22 1933 5629.851
 HM0187_MARK LOGO: CGS
 HM0187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0187+STABILITY: POSITION/ELEVATION WELL
 HM0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0187+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2011
 HM0187
 HM0187  HISTORY     - Date     Condition        Report By
 HM0187  HISTORY     - 1933     MONUMENTED       CGS
 HM0187  HISTORY     - 1966     GOOD             CGS
 HM0187  HISTORY     - 1980     GOOD             USGS
 HM0187  HISTORY     - 1980     GOOD             USGS
 HM0187  HISTORY     - 20111112 GOOD             GEOCAC
 HM0187
 HM0187                          STATION DESCRIPTION
 HM0187
 HM0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 HM0187'5.8 MI S FROM BLANDING.
 HM0187'FROM THE INTERSECTION OF MAIN STREET AND CENTER STREET IN BLANDING, GO
 HM0187'SOUTH ALONG STATE HIGHWAY 47 FOR 4.95 MILES TO A ROAD FORK.  TAKE LEFT
 HM0187'FORK (OLD STATE HIGHWAY 47), A DIRT ROAD, FOR 0.90 MILE.  THE MARK IS
 HM0187'APPROXIMATELY 1050 FEET SOUTH OF A CURVE THROUGH A 6 FOOT CUT,
 HM0187'APPROXIMATELY 255 FEET NORTHEAST OF A SMALL CUT AT THE TOP OF A KNOLL,
 HM0187'107 FEET EAST OF THE CENTERLINE OF OLD STATE HIGHWAY 47 AND IS SET IN
 HM0187'THE NORTHWEST END OF A LARGE FLAT SANDSTONE OUTCROPPING.  IT IS ABOUT
 HM0187'2 FEET LOWER THAN THE ROAD.
 HM0187
 HM0187                          STATION RECOVERY (1980)
 HM0187
 HM0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0187'FROM THE POST OFFICE IN BLANDING, GO SOUTH ON STATE HIGHWAY 163 FOR
 HM0187'6.15 MILES TO A SIDE ROAD LEFT. TURN LEFT FOR 0.5 MILE TO OLD TRACK
 HM0187'ROAD LEFT. TURN LEFT AND GO 0.15 MILE. THE MARK IS APPROXIMATELY 255
 HM0187'FEET NORTHEAST OF A SMALL CUT AT THE TOP OF A KNOLL, 106 FEET EAST-
 HM0187'SOUTHEAST OF THE ROAD, AND IS SET IN THE NORTHWEST END OF A LARGE
 HM0187'FLAT STONE OUTCROPPING. IT IS ABOUT 2 FEET LOWER THAN THE ROAD.
 HM0187
 HM0187                          STATION RECOVERY (1980)
 HM0187
 HM0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0187'FROM THE POST OFFICE IN BLANDING, GO SOUTH ON STATE HIGHWAY 163 FOR
 HM0187'6.15 MILES TO A SIDE ROAD LEFT. TURN LEFT FOR 0.5 MILE TO OLD TRACK
 HM0187'ROAD LEFT. TURN LEFT AND GO 0.15 MILE. THE MARK IS APPROXIMATELY 255
 HM0187'FEET NORTHEAST OF A SMALL CUT AT THE TOP OF A KNOLL, 106 FEET EAST-
 HM0187'SOUTHEAST OF THE ROAD, AND IS SET IN THE NORTHWEST END OF A LARGE
 HM0187'FLAT STONE OUTCROPPING. IT IS ABOUT 2 FEET LOWER THAN THE ROAD.
 HM0187
 HM0187                          STATION RECOVERY (2011)
 HM0187
 HM0187'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 HM0187'MARK BEARS 351 DEGREES, ABOUT 750 FT FROM THE CHIEF POSEY'S WAR
 HM0187'MEMORIAL.  A STUB ROAD DEPARTS US 191 AND GOES EAST TO THIS
 HM0187'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0247 ***********************************************************************
 HM0247  DESIGNATION -  W 23
 HM0247  PID         -  HM0247
 HM0247  STATE/COUNTY-  UT/SAN JUAN
 HM0247  COUNTRY     -  US
 HM0247  USGS QUAD   -  BLUFF SW (2017)
 HM0247
 HM0247                         *CURRENT SURVEY CONTROL
 HM0247  ______________________________________________________________________
 HM0247* NAD 83(1986) POSITION- 37 17 06.     (N) 109 41 34.     (W)   SCALED
 HM0247* NAVD 88 ORTHO HEIGHT -  1425.943 (meters)     4678.28  (feet) ADJUSTED
 HM0247  ______________________________________________________________________
 HM0247  GEOID HEIGHT    -        -20.704 (meters)                     GEOID18
 HM0247  DYNAMIC HEIGHT  -       1424.380 (meters)     4673.15  (feet) COMP
 HM0247  MODELED GRAVITY -    979,484.8   (mgal)                       NAVD 88
 HM0247
 HM0247  VERT ORDER      -  FIRST     CLASS II
 HM0247
 HM0247.The horizontal coordinates were scaled from a map and have
 HM0247.an estimated accuracy of +/- 6 seconds.
 HM0247
 HM0247.The orthometric height was determined by differential leveling and
 HM0247.adjusted by the NATIONAL GEODETIC SURVEY
 HM0247.in June 1991.
 HM0247
 HM0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0247.GEOID18 height accuracy estimate available here.
 HM0247
 HM0247.Click photographs - Photos may exist for this station.
 HM0247
 HM0247.The dynamic height is computed by dividing the NAVD 88
 HM0247.geopotential number by the normal gravity value computed on the
 HM0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0247.degrees latitude (g = 980.6199 gals.).
 HM0247
 HM0247.The modeled gravity was interpolated from observed gravity values.
 HM0247
 HM0247;                    North         East    Units  Estimated Accuracy
 HM0247;SPC UT S     - 3,070,170.      660,250.      MT  (+/- 180 meters Scaled)
 HM0247
 HM0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG158272(NAD 83)
 HM0247
 HM0247                          SUPERSEDED SURVEY CONTROL
 HM0247
 HM0247  NGVD 29 (??/??/92) 1425.039  (m)         4675.32   (f) ADJ UNCH    1 2
 HM0247
 HM0247.Superseded values are not recommended for survey control.
 HM0247
 HM0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0247.See file dsdata.pdf to determine how the superseded data were derived.
 HM0247
 HM0247_MARKER: DD = SURVEY DISK
 HM0247_SETTING: 66 = SET IN ROCK OUTCROP
 HM0247_STAMPING: 4675.315 W 23 1933
 HM0247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0247+STABILITY: POSITION/ELEVATION WELL
 HM0247
 HM0247  HISTORY     - Date     Condition        Report By
 HM0247  HISTORY     - 1933     MONUMENTED       CGS
 HM0247  HISTORY     - 1961     MARK NOT FOUND   USGS
 HM0247  HISTORY     - 1983     MARK NOT FOUND   NGS
 HM0247
 HM0247                          STATION DESCRIPTION
 HM0247
 HM0247'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 HM0247'11.2 MI SW FROM BLUFF.
 HM0247'11.2 MILES SOUTHWEST ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0247'BLUFF, SAN JUAN COUNTY, AT THE CREST OF A HILL, 63 YARDS EAST OF THE
 HM0247'SOUTH WEST END OF A RED SANDSTONE FORMATION, 40 YARDS WEST OF A CURVE,
 HM0247'18 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN BEDROCK, AND 1 FOOT
 HM0247'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED 4675.315 W 23 1933.
 HM0247
 HM0247                          STATION RECOVERY (1983)
 HM0247
 HM0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0247'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0121 ***********************************************************************
 JO0121  DESIGNATION -  W 231
 JO0121  PID         -  JO0121
 JO0121  STATE/COUNTY-  UT/BEAVER
 JO0121  COUNTRY     -  US
 JO0121  USGS QUAD   -  DELANO PEAK (2017)
 JO0121
 JO0121                         *CURRENT SURVEY CONTROL
 JO0121  ______________________________________________________________________
 JO0121* NAD 83(1986) POSITION- 38 17 49.     (N) 112 21 36.     (W)   SCALED
 JO0121* NAVD 88 ORTHO HEIGHT -  3104.195 (meters)    10184.35  (feet) ADJUSTED
 JO0121  ______________________________________________________________________
 JO0121  GEOID HEIGHT    -        -18.949 (meters)                     GEOID18
 JO0121  DYNAMIC HEIGHT  -       3100.002 (meters)    10170.59  (feet) COMP
 JO0121  MODELED GRAVITY -    979,163.8   (mgal)                       NAVD 88
 JO0121
 JO0121  VERT ORDER      -  SECOND    CLASS 0
 JO0121
 JO0121.The horizontal coordinates were scaled from a map and have
 JO0121.an estimated accuracy of +/- 6 seconds.
 JO0121
 JO0121.The orthometric height was determined by differential leveling and
 JO0121.adjusted by the NATIONAL GEODETIC SURVEY
 JO0121.in June 1991.
 JO0121
 JO0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0121.GEOID18 height accuracy estimate available here.
 JO0121
 JO0121.Click photographs - Photos may exist for this station.
 JO0121
 JO0121.The dynamic height is computed by dividing the NAVD 88
 JO0121.geopotential number by the normal gravity value computed on the
 JO0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0121.degrees latitude (g = 980.6199 gals.).
 JO0121
 JO0121.The modeled gravity was interpolated from observed gravity values.
 JO0121
 JO0121;                    North         East    Units  Estimated Accuracy
 JO0121;SPC UT S     - 3,181,290.      424,770.      MT  (+/- 180 meters Scaled)
 JO0121
 JO0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH810396(NAD 83)
 JO0121
 JO0121                          SUPERSEDED SURVEY CONTROL
 JO0121
 JO0121  NGVD 29 (??/??/92) 3102.575  (m)        10179.03   (f) ADJ UNCH    2 0
 JO0121
 JO0121.Superseded values are not recommended for survey control.
 JO0121
 JO0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0121.See file dsdata.pdf to determine how the superseded data were derived.
 JO0121
 JO0121_MARKER: DB = BENCH MARK DISK
 JO0121_SETTING: 66 = SET IN ROCK OUTCROP
 JO0121_STAMPING: W 231 1935
 JO0121_MARK LOGO: CGS
 JO0121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0121+STABILITY: POSITION/ELEVATION WELL
 JO0121
 JO0121  HISTORY     - Date     Condition        Report By
 JO0121  HISTORY     - 1935     MONUMENTED       CGS
 JO0121  HISTORY     - 1975     GOOD             USGS
 JO0121
 JO0121                          STATION DESCRIPTION
 JO0121
 JO0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0121'16.8 MI W FROM JUNCTION.
 JO0121'IN BEAVER COUNTY, ABOUT 16.8 MILES WEST ALONG STATE HIGHWAY 21 FROM
 JO0121'JUNCTION, PIUTE COUNTY, ABOUT 225 YARDS NORTH OF A LONG FENCE, ABOUT
 JO0121'76 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET EAST OF AN
 JO0121'8-INCH PINE TREE, AND IN THE TOP OF A SANDSTONE OUTCROP.  A STANDARD
 JO0121'DISK, STAMPED W 231 1935.
 JO0121
 JO0121                          STATION RECOVERY (1975)
 JO0121
 JO0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0121'IN BEAVER COUNTY, ABOUT 18.0 MILES WEST ALONG STATE HIGHWAY 153 FROM
 JO0121'JUNCTION, PIUTE COUNTY, ABOUT 225 YARDS NORTH OF A LONG FENCE, ABOUT
 JO0121'76 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET EAST OF AN
 JO0121'8-INCH PINE TREE, AND IN THE TOP OF A SANDSTONE OUTCROP. A STANDARD
 JO0121'DISK STAMPED W 231 1935.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0176 ***********************************************************************
 HN0176  DESIGNATION -  W 24
 HN0176  PID         -  HN0176
 HN0176  STATE/COUNTY-  UT/SAN JUAN
 HN0176  COUNTRY     -  US
 HN0176  USGS QUAD   -  MONUMENT PASS (2017)
 HN0176
 HN0176                         *CURRENT SURVEY CONTROL
 HN0176  ______________________________________________________________________
 HN0176* NAD 83(1986) POSITION- 37 01 48.8    (N) 110 07 12.9    (W)   HD_HELD2
 HN0176* NAVD 88 ORTHO HEIGHT -  1653.731 (meters)     5425.62  (feet) ADJUSTED
 HN0176  ______________________________________________________________________
 HN0176  GEOID HEIGHT    -        -20.999 (meters)                     GEOID18
 HN0176  DYNAMIC HEIGHT  -       1651.793 (meters)     5419.26  (feet) COMP
 HN0176  MODELED GRAVITY -    979,400.8   (mgal)                       NAVD 88
 HN0176
 HN0176  VERT ORDER      -  FIRST     CLASS II
 HN0176
 HN0176.The horizontal coordinates were established by autonomous hand held GPS
 HN0176.observations and have an estimated accuracy of +/- 10 meters.
 HN0176
 HN0176.The orthometric height was determined by differential leveling and
 HN0176.adjusted by the NATIONAL GEODETIC SURVEY
 HN0176.in June 1991.
 HN0176
 HN0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0176.GEOID18 height accuracy estimate available here.
 HN0176
 HN0176.Click photographs - Photos may exist for this station.
 HN0176
 HN0176.The dynamic height is computed by dividing the NAVD 88
 HN0176.geopotential number by the normal gravity value computed on the
 HN0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0176.degrees latitude (g = 980.6199 gals.).
 HN0176
 HN0176.The modeled gravity was interpolated from observed gravity values.
 HN0176
 HN0176;                    North         East    Units  Estimated Accuracy
 HN0176;SPC UT S     - 3,041,255.      622,765.      MT  (+/- 10 meters HH2 GPS)
 HN0176
 HN0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF7824698586(NAD 83)
 HN0176
 HN0176                          SUPERSEDED SURVEY CONTROL
 HN0176
 HN0176  NGVD 29 (??/??/92) 1652.771  (m)         5422.47   (f) ADJ UNCH    1 2
 HN0176
 HN0176.Superseded values are not recommended for survey control.
 HN0176
 HN0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0176.See file dsdata.pdf to determine how the superseded data were derived.
 HN0176
 HN0176_MARKER: DB = BENCH MARK DISK
 HN0176_SETTING: 66 = SET IN ROCK OUTCROP
 HN0176_STAMPING: 5422.466 W 24 1933
 HN0176_MARK LOGO: CGS
 HN0176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0176+STABILITY: POSITION/ELEVATION WELL
 HN0176
 HN0176  HISTORY     - Date     Condition        Report By
 HN0176  HISTORY     - 1933     MONUMENTED       CGS
 HN0176  HISTORY     - 1934     GOOD             CGS
 HN0176  HISTORY     - 1983     GOOD             NGS
 HN0176
 HN0176                          STATION DESCRIPTION
 HN0176
 HN0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HN0176'19.6 MI SW FROM MEXICAN HAT.
 HN0176'19.6 MILES SOUTHWEST ALONG THE ROAD TO KAYENTA FROM THE NEVILLS STONE
 HN0176'HOUSE AT MEXICAN HAT, SAN JUAN COUNTY, 3.5 MILES NORTH OF THE JUNCTION
 HN0176'OF A ROAD LEADING TO GOULDINGS TRADING POST, 220 FEET NORTHWEST OF THE
 HN0176'ROAD, ON THE EAST BANK OF A LARGE WASH, IN THE TOP OF THE NORTH END OF
 HN0176'A WHITE SANDSTONE OUTCROP, AND 45 FEET SOUTHEAST OF THE EDGE OF THE
 HN0176'OUTCROP.  A STANDARD DISK, STAMPED 5422.466 W 24 1933.
 HN0176
 HN0176                          STATION RECOVERY (1983)
 HN0176
 HN0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0176'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  28.0 KM
 HN0176'(17.4 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST OFFICE IN
 HN0176'MEXICAN HAT, 0.2 KM (0.1 MI) SOUTHEAST OF A DIRT ROAD LEADING EAST, IN
 HN0176'THE CENTER OF THE NORTHERN 1/2 OF A 9- BY 18-FOOT AREA OF BEDROCK,
 HN0176'24.4 METERS (408.1 FT) SOUTHWEST OF MILEPOST 4, 67.1 METERS (220.1 FT)
 HN0176'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 10.4 METERS (34.1 FT)
 HN0176'EAST OF THE EAST BANK OF A LARGE WASH.
 HN0176'THE MARK IS 1.1 METERS  E FROM A WITNESS POST.
 HN0176'THE MARK IS 2.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0172 ***********************************************************************
 JN0172  DESIGNATION -  W 25
 JN0172  PID         -  JN0172
 JN0172  STATE/COUNTY-  UT/WAYNE
 JN0172  COUNTRY     -  US
 JN0172  USGS QUAD   -  TORREY (2017)
 JN0172
 JN0172                         *CURRENT SURVEY CONTROL
 JN0172  ______________________________________________________________________
 JN0172* NAD 83(1986) POSITION- 38 17 57.06   (N) 111 25 31.05   (W)   HD_HELD1
 JN0172* NAVD 88 ORTHO HEIGHT -  2087.041 (meters)     6847.23  (feet) ADJUSTED
 JN0172  ______________________________________________________________________
 JN0172  GEOID HEIGHT    -        -17.958 (meters)                     GEOID18
 JN0172  DYNAMIC HEIGHT  -       2084.629 (meters)     6839.32  (feet) COMP
 JN0172  MODELED GRAVITY -    979,398.4   (mgal)                       NAVD 88
 JN0172
 JN0172  VERT ORDER      -  FIRST     CLASS II
 JN0172
 JN0172.The horizontal coordinates were determined by differentially corrected
 JN0172.hand held GPS observations or other comparable positioning techniques
 JN0172.and have an estimated accuracy of +/- 3 meters.
 JN0172
 JN0172.The orthometric height was determined by differential leveling and
 JN0172.adjusted by the NATIONAL GEODETIC SURVEY
 JN0172.in June 1991.
 JN0172
 JN0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0172.GEOID18 height accuracy estimate available here.
 JN0172
 JN0172.Click photographs - Photos may exist for this station.
 JN0172
 JN0172.The dynamic height is computed by dividing the NAVD 88
 JN0172.geopotential number by the normal gravity value computed on the
 JN0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0172.degrees latitude (g = 980.6199 gals.).
 JN0172
 JN0172.The modeled gravity was interpolated from observed gravity values.
 JN0172
 JN0172;                    North         East    Units  Estimated Accuracy
 JN0172;SPC UT S     - 3,181,190.0     506,535.0     MT  (+/- 3 meters HH1 GPS) 
 JN0172
 JN0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH6281239096(NAD 83)
 JN0172
 JN0172                          SUPERSEDED SURVEY CONTROL
 JN0172
 JN0172  NGVD 29 (??/??/92) 2085.780  (m)         6843.10   (f) ADJ UNCH    1 2
 JN0172
 JN0172.Superseded values are not recommended for survey control.
 JN0172
 JN0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0172.See file dsdata.pdf to determine how the superseded data were derived.
 JN0172
 JN0172_MARKER: DB = BENCH MARK DISK
 JN0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0172_STAMPING: W 25 1934
 JN0172_MARK LOGO: CGS
 JN0172_PROJECTION: PROJECTING 15 CENTIMETERS
 JN0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0172+STABILITY: SURFACE MOTION
 JN0172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0172+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2017
 JN0172
 JN0172  HISTORY     - Date     Condition        Report By
 JN0172  HISTORY     - 1934     MONUMENTED       CGS
 JN0172  HISTORY     - 1979     GOOD             USGS
 JN0172  HISTORY     - 20111027 GOOD             GEOCAC
 JN0172  HISTORY     - 20170628 GOOD             USPSQD
 JN0172
 JN0172                          STATION DESCRIPTION
 JN0172
 JN0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0172'7.8 MI E FROM BICKNELL.
 JN0172'7.8 MILES EAST ALONG STATE HIGHWAY 24 FROM THE SCHOOL AT BICKNELL,
 JN0172'WAYNE COUNTY, 310 FEET WEST OF THE CAPITOL REEF SERVICE STATION AND
 JN0172'STORE, AT THE JUNCTION OF A ROAD LEADING NORTH, 60 FEET NORTH OF THE
 JN0172'CENTERLINE OF THE HIGHWAY, 30 FEET EAST OF THE ROAD, AND 5 FEET NORTH
 JN0172'OF A FENCE CORNER.  A STANDARD DISK, STAMPED W 25 1934 AND SET IN THE
 JN0172'TOP OF A CONCRETE POST.
 JN0172
 JN0172                          STATION RECOVERY (1979)
 JN0172
 JN0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JN0172'TO REACH FROM THE MORMON CHURCH IN TORREY GO W. ON STATE HWY. 24 FOR
 JN0172'0.3 MILE TO T-STREET N. 49 FT. N. CTR. HWY., 42 FT. E. CTR. STREET
 JN0172'AND SET IN TOP OF CONCRETE POST.
 JN0172
 JN0172                          STATION RECOVERY (2011)
 JN0172
 JN0172'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 JN0172'MARK IS AT THE NORTHEAST CORNER OF MAIN ST AND 200 WEST.
 JN0172
 JN0172                          STATION RECOVERY (2017)
 JN0172
 JN0172'RECOVERY NOTE BY US POWER SQUADRON 2017 (GDS)
 JN0172'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0263 ***********************************************************************
 LN0263  DESIGNATION -  W 26
 LN0263  PID         -  LN0263
 LN0263  STATE/COUNTY-  UT/UINTAH
 LN0263  COUNTRY     -  US
 LN0263  USGS QUAD   -  RED WASH (2017)
 LN0263
 LN0263                         *CURRENT SURVEY CONTROL
 LN0263  ______________________________________________________________________
 LN0263* NAD 83(1986) POSITION- 40 07 41.     (N) 109 15 35.     (W)   SCALED
 LN0263* NAVD 88 ORTHO HEIGHT -  1577.963 (meters)     5177.03  (feet) ADJUSTED
 LN0263  ______________________________________________________________________
 LN0263  GEOID HEIGHT    -        -17.396 (meters)                     GEOID18
 LN0263  DYNAMIC HEIGHT  -       1576.517 (meters)     5172.29  (feet) COMP
 LN0263  MODELED GRAVITY -    979,654.7   (mgal)                       NAVD 88
 LN0263
 LN0263  VERT ORDER      -  FIRST     CLASS II
 LN0263
 LN0263.The horizontal coordinates were scaled from a map and have
 LN0263.an estimated accuracy of +/- 6 seconds.
 LN0263
 LN0263.The orthometric height was determined by differential leveling and
 LN0263.adjusted by the NATIONAL GEODETIC SURVEY
 LN0263.in June 1991.
 LN0263
 LN0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0263.GEOID18 height accuracy estimate available here.
 LN0263
 LN0263.Click photographs - Photos may exist for this station.
 LN0263
 LN0263.The dynamic height is computed by dividing the NAVD 88
 LN0263.geopotential number by the normal gravity value computed on the
 LN0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0263.degrees latitude (g = 980.6199 gals.).
 LN0263
 LN0263.The modeled gravity was interpolated from observed gravity values.
 LN0263
 LN0263;                    North         East    Units  Estimated Accuracy
 LN0263;SPC UT C     - 2,201,640.      690,910.      MT  (+/- 180 meters Scaled)
 LN0263
 LN0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK482434(NAD 83)
 LN0263
 LN0263                          SUPERSEDED SURVEY CONTROL
 LN0263
 LN0263  NGVD 29 (??/??/92) 1576.770  (m)         5173.12   (f) ADJ UNCH    1 2
 LN0263
 LN0263.Superseded values are not recommended for survey control.
 LN0263
 LN0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0263.See file dsdata.pdf to determine how the superseded data were derived.
 LN0263
 LN0263_MARKER: DB = BENCH MARK DISK
 LN0263_SETTING: 66 = SET IN ROCK OUTCROP
 LN0263_STAMPING: 5173.120 W 26 1933
 LN0263_MARK LOGO: CGS
 LN0263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0263+STABILITY: POSITION/ELEVATION WELL
 LN0263
 LN0263  HISTORY     - Date     Condition        Report By
 LN0263  HISTORY     - 1933     MONUMENTED       CGS
 LN0263  HISTORY     - 1949     GOOD             CGS
 LN0263  HISTORY     - 1981     MARK NOT FOUND   NGS
 LN0263
 LN0263                          STATION DESCRIPTION
 LN0263
 LN0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0263'9.5 MI NW FROM BONANZA.
 LN0263'ABOUT 9.5 MILES NORTHWEST ALONG THE WATSON-JENSEN ROAD FROM BONANZA,
 LN0263'UINTAH COUNTY, ABOUT 0.2 MILE NORTH OF A ROW OF POLES, AT THE RUINS OF
 LN0263'SOME STONE BUILDINGS OF AN OLD ABANDONED STAGE STATION, ABOUT 160 FEET
 LN0263'NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 50 FEET WEST OF THE
 LN0263'RUINS OF A 10- BY 12-FOOT STONE BUILDING, IN THE TOP OF A SANDSTONE
 LN0263'SHELF RUNNING NORTHEAST AND SOUTHWEST, AND MARKED BY A ROCK CAIRN. A
 LN0263'STANDARD DISK, STAMPED 5173.120 W 26 1933.
 LN0263
 LN0263                          STATION RECOVERY (1949)
 LN0263
 LN0263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LN0263'RECOVERED IN GOOD CONDITION.
 LN0263
 LN0263                          STATION RECOVERY (1981)
 LN0263
 LN0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LN0263'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0322 ***********************************************************************
 LN0322  DESIGNATION -  W 27
 LN0322  PID         -  LN0322
 LN0322  STATE/COUNTY-  UT/UINTAH
 LN0322  COUNTRY     -  US
 LN0322  USGS QUAD   -  STEINAKER RESERVOIR (2017)
 LN0322
 LN0322                         *CURRENT SURVEY CONTROL
 LN0322  ______________________________________________________________________
 LN0322* NAD 83(1986) POSITION- 40 30 54.     (N) 109 31 34.     (W)   SCALED
 LN0322* NAVD 88 ORTHO HEIGHT -  1666.484 (meters)     5467.46  (feet) ADJUSTED
 LN0322  ______________________________________________________________________
 LN0322  GEOID HEIGHT    -        -16.212 (meters)                     GEOID18
 LN0322  DYNAMIC HEIGHT  -       1664.960 (meters)     5462.46  (feet) COMP
 LN0322  MODELED GRAVITY -    979,652.2   (mgal)                       NAVD 88
 LN0322
 LN0322  VERT ORDER      -  FIRST     CLASS II
 LN0322
 LN0322.The horizontal coordinates were scaled from a map and have
 LN0322.an estimated accuracy of +/- 6 seconds.
 LN0322
 LN0322.The orthometric height was determined by differential leveling and
 LN0322.adjusted by the NATIONAL GEODETIC SURVEY
 LN0322.in June 1991.
 LN0322
 LN0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0322.GEOID18 height accuracy estimate available here.
 LN0322
 LN0322.Click photographs - Photos may exist for this station.
 LN0322
 LN0322.The dynamic height is computed by dividing the NAVD 88
 LN0322.geopotential number by the normal gravity value computed on the
 LN0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0322.degrees latitude (g = 980.6199 gals.).
 LN0322
 LN0322.The modeled gravity was interpolated from observed gravity values.
 LN0322
 LN0322;                    North         East    Units  Estimated Accuracy
 LN0322;SPC UT C     - 2,244,060.      667,270.      MT  (+/- 180 meters Scaled)
 LN0322
 LN0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK248859(NAD 83)
 LN0322
 LN0322                          SUPERSEDED SURVEY CONTROL
 LN0322
 LN0322  NGVD 29 (??/??/92) 1665.224  (m)         5463.32   (f) ADJ UNCH    1 2
 LN0322
 LN0322.Superseded values are not recommended for survey control.
 LN0322
 LN0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0322.See file dsdata.pdf to determine how the superseded data were derived.
 LN0322
 LN0322_MARKER: DB = BENCH MARK DISK
 LN0322_SETTING: 66 = SET IN ROCK OUTCROP
 LN0322_STAMPING: 5463.322 W 27 1933
 LN0322_MARK LOGO: CGS
 LN0322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0322+STABILITY: POSITION/ELEVATION WELL
 LN0322
 LN0322  HISTORY     - Date     Condition        Report By
 LN0322  HISTORY     - 1933     MONUMENTED       CGS
 LN0322  HISTORY     - 1964     MARK NOT FOUND   USGS
 LN0322  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0322
 LN0322                          STATION DESCRIPTION
 LN0322
 LN0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0322'5.2 MI N FROM VERNAL.
 LN0322'ABOUT 5.2 MILES ALONG STATE HIGHWAY 44 FROM VERNAL, UINTAH COUNTY,
 LN0322'ABOUT 1.4 MILES NORTH OF THE ATWOOD FARM, ON THE EAST SIDE OF A NARROW
 LN0322'VALLEY OPPOSITE A FARMHOUSE, 72 FEET NORTHWEST OF THE CENTER LINE OF
 LN0322'THE HIGHWAY, IN THE NORTHEAST END OF A BROKEN SANDSTONE OUTCROP
 LN0322'PROTRUDING ABOVE AN ALLUVIAL CONE, AND MARKED BY A ROCK CAIRN AND THE
 LN0322'PAINTED LETTERS B.M.  A STANDARD DISK, STAMPED 5463.322 W 27 1933.
 LN0322'NOTE-- IT WAS REPORTED IN MAY 1949 THAT ALL THE MARKS GOING NORTH FROM
 LN0322'VERNAL ARE 0.9 MILES SHORTER THAN FORMERLY.  NOTE-- MARK IS UNDER THE
 LN0322'WATERS OF STANAKER RESERVOIR.
 LN0322
 LN0322                          STATION RECOVERY (1964)
 LN0322
 LN0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LN0322'MARK NOT FOUND.
 LN0322
 LN0322                          STATION RECOVERY (1984)
 LN0322
 LN0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0322'THIS LOCATION IS NOW NEAR THE MIDDLE OF STEINAKER RESERVOIR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0331 ***********************************************************************
 LN0331  DESIGNATION -  W 28
 LN0331  PID         -  LN0331
 LN0331  STATE/COUNTY-  UT/DAGGETT
 LN0331  COUNTRY     -  US
 LN0331  USGS QUAD   -  ELK PARK (2017)
 LN0331
 LN0331                         *CURRENT SURVEY CONTROL
 LN0331  ______________________________________________________________________
 LN0331* NAD 83(1986) POSITION- 40 50 27.0    (N) 109 39 42.8    (W)   HD_HELD2
 LN0331* NAVD 88 ORTHO HEIGHT -  2410.286 (meters)     7907.75  (feet) ADJUSTED
 LN0331  ______________________________________________________________________
 LN0331  GEOID HEIGHT    -        -13.353 (meters)                     GEOID18
 LN0331  DYNAMIC HEIGHT  -       2407.942 (meters)     7900.06  (feet) COMP
 LN0331  MODELED GRAVITY -    979,564.1   (mgal)                       NAVD 88
 LN0331
 LN0331  VERT ORDER      -  FIRST     CLASS II
 LN0331
 LN0331.The horizontal coordinates were established by autonomous hand held GPS
 LN0331.observations and have an estimated accuracy of +/- 10 meters.
 LN0331
 LN0331.The orthometric height was determined by differential leveling and
 LN0331.adjusted by the NATIONAL GEODETIC SURVEY
 LN0331.in June 1991.
 LN0331
 LN0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0331.GEOID18 height accuracy estimate available here.
 LN0331
 LN0331.Click photographs - Photos may exist for this station.
 LN0331
 LN0331.The dynamic height is computed by dividing the NAVD 88
 LN0331.geopotential number by the normal gravity value computed on the
 LN0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0331.degrees latitude (g = 980.6199 gals.).
 LN0331
 LN0331.The modeled gravity was interpolated from observed gravity values.
 LN0331
 LN0331;                    North         East    Units  Estimated Accuracy
 LN0331;SPC UT N     - 1,057,997.      655,007.      MT  (+/- 10 meters HH2 GPS)
 LN0331
 LN0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL1280821949(NAD 83)
 LN0331
 LN0331                          SUPERSEDED SURVEY CONTROL
 LN0331
 LN0331  NGVD 29 (??/??/92) 2408.899  (m)         7903.20   (f) ADJ UNCH    1 2
 LN0331
 LN0331.Superseded values are not recommended for survey control.
 LN0331
 LN0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0331.See file dsdata.pdf to determine how the superseded data were derived.
 LN0331
 LN0331_MARKER: DB = BENCH MARK DISK
 LN0331_SETTING: 80 = SET IN A BOULDER
 LN0331_STAMPING: 7903.196 W 28 1933
 LN0331_MARK LOGO: CGS
 LN0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0331+STABILITY: SURFACE MOTION
 LN0331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LN0331+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2009
 LN0331
 LN0331  HISTORY     - Date     Condition        Report By
 LN0331  HISTORY     - 1933     MONUMENTED       CGS
 LN0331  HISTORY     - 1961     GOOD             CGS
 LN0331  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0331  HISTORY     - 20091018 GOOD             GEOCAC
 LN0331
 LN0331                          STATION DESCRIPTION
 LN0331
 LN0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LN0331'25.1 MI S FROM MANILA.
 LN0331'25.1 MILES SOUTH ALONG STATE HIGHWAY 44 FROM MANILA, DAGGETT COUNTY,
 LN0331'TO THE BRIDGE OVER BURNT CREEK, 300 FEET SOUTH ALONG THE CREEK TO THE
 LN0331'OLD HIGHWAY, 57 FEET EAST OF BURNT CREEK, ON THE OUTSIDE OF A CURVE,
 LN0331'IN A GROVE OF SMALL PINES, 33 FEET SOUTH OF THE CENTERLINE OF THE OLD
 LN0331'HIGHWAY, IN THE TOP OF A RED SANDSTONE BOULDER.  A STANDARD DISK
 LN0331'STAMPED 7903.196 W 28 1933.
 LN0331
 LN0331                          STATION RECOVERY (1984)
 LN0331
 LN0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0331'MARK NOT FOUND.
 LN0331
 LN0331                          STATION RECOVERY (2009)
 LN0331
 LN0331'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 LN0331'STATION IS 65.5 FEET SSE OF THE CENTER OF THE TRAIL BRIDGE OVER BURNT
 LN0331'CREEK AND EIGHT FEET WEST OF THE LEONA SPRINGS TRAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0185 ***********************************************************************
 JN0185  DESIGNATION -  W 29
 JN0185  PID         -  JN0185
 JN0185  STATE/COUNTY-  UT/WAYNE
 JN0185  COUNTRY     -  US
 JN0185  USGS QUAD   -  LOA (2017)
 JN0185
 JN0185                         *CURRENT SURVEY CONTROL
 JN0185  ______________________________________________________________________
 JN0185* NAD 83(1986) POSITION- 38 25 10.     (N) 111 39 33.     (W)   SCALED
 JN0185* NAVD 88 ORTHO HEIGHT -  2200.630 (meters)     7219.90  (feet) ADJUSTED
 JN0185  ______________________________________________________________________
 JN0185  GEOID HEIGHT    -        -17.677 (meters)                     GEOID18
 JN0185  DYNAMIC HEIGHT  -       2198.054 (meters)     7211.45  (feet) COMP
 JN0185  MODELED GRAVITY -    979,378.8   (mgal)                       NAVD 88
 JN0185
 JN0185  VERT ORDER      -  FIRST     CLASS II
 JN0185
 JN0185.The horizontal coordinates were scaled from a map and have
 JN0185.an estimated accuracy of +/- 6 seconds.
 JN0185
 JN0185.The orthometric height was determined by differential leveling and
 JN0185.adjusted by the NATIONAL GEODETIC SURVEY
 JN0185.in June 1991.
 JN0185
 JN0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0185.GEOID18 height accuracy estimate available here.
 JN0185
 JN0185.Click photographs - Photos may exist for this station.
 JN0185
 JN0185.The dynamic height is computed by dividing the NAVD 88
 JN0185.geopotential number by the normal gravity value computed on the
 JN0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0185.degrees latitude (g = 980.6199 gals.).
 JN0185
 JN0185.The modeled gravity was interpolated from observed gravity values.
 JN0185
 JN0185;                    North         East    Units  Estimated Accuracy
 JN0185;SPC UT S     - 3,194,550.      486,100.      MT  (+/- 180 meters Scaled)
 JN0185
 JN0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH424525(NAD 83)
 JN0185
 JN0185                          SUPERSEDED SURVEY CONTROL
 JN0185
 JN0185  NGVD 29 (??/??/92) 2199.317  (m)         7215.59   (f) ADJ UNCH    1 2
 JN0185
 JN0185.Superseded values are not recommended for survey control.
 JN0185
 JN0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0185.See file dsdata.pdf to determine how the superseded data were derived.
 JN0185
 JN0185_MARKER: DB = BENCH MARK DISK
 JN0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0185_STAMPING: W 29 1934
 JN0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0185+STABILITY: SURFACE MOTION
 JN0185
 JN0185  HISTORY     - Date     Condition        Report By
 JN0185  HISTORY     - 1934     MONUMENTED       CGS
 JN0185  HISTORY     - 1971     MARK NOT FOUND   USGS
 JN0185
 JN0185                          STATION DESCRIPTION
 JN0185
 JN0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0185'1.8 MI W FROM LOA.
 JN0185'1.8 MILES WEST ALONG STATE HIGHWAY 24 FROM THE LOA MERCANTILE CO.
 JN0185'STORE AT LOA, WAYNE COUNTY, AT THE CROSSING OF A ROW OF TELEPHONE
 JN0185'POLES, 51 FEET NORTHEAST OF A RIGHT-ANGLE TURN IN THE ROW OF POLES, 36
 JN0185'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 15 FEET NORTH OF A
 JN0185'POLE.  A STANDARD DISK, STAMPED W 29 1934 AND SET IN THE TOP OF A
 JN0185'CONCRETE POST.
 JN0185
 JN0185                          STATION RECOVERY (1971)
 JN0185
 JN0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JN0185'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0009 ***********************************************************************
 KO0009  DESIGNATION -  W 3
 KO0009  PID         -  KO0009
 KO0009  STATE/COUNTY-  UT/JUAB
 KO0009  COUNTRY     -  US
 KO0009  USGS QUAD   -  LYNNDYL EAST (2017)
 KO0009
 KO0009                         *CURRENT SURVEY CONTROL
 KO0009  ______________________________________________________________________
 KO0009* NAD 83(1986) POSITION- 39 34 03.     (N) 112 20 46.     (W)   SCALED
 KO0009* NAVD 88 ORTHO HEIGHT -  1469.181 (meters)     4820.14  (feet) ADJUSTED
 KO0009  ______________________________________________________________________
 KO0009  GEOID HEIGHT    -        -18.436 (meters)                     GEOID18
 KO0009  DYNAMIC HEIGHT  -       1467.858 (meters)     4815.80  (feet) COMP
 KO0009  MODELED GRAVITY -    979,675.0   (mgal)                       NAVD 88
 KO0009
 KO0009  VERT ORDER      -  FIRST     CLASS I
 KO0009
 KO0009.The horizontal coordinates were scaled from a map and have
 KO0009.an estimated accuracy of +/- 6 seconds.
 KO0009
 KO0009.The orthometric height was determined by differential leveling and
 KO0009.adjusted by the NATIONAL GEODETIC SURVEY
 KO0009.in June 1991.
 KO0009
 KO0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0009.GEOID18 height accuracy estimate available here.
 KO0009
 KO0009.Click photographs - Photos may exist for this station.
 KO0009
 KO0009.The dynamic height is computed by dividing the NAVD 88
 KO0009.geopotential number by the normal gravity value computed on the
 KO0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0009.degrees latitude (g = 980.6199 gals.).
 KO0009
 KO0009.The modeled gravity was interpolated from observed gravity values.
 KO0009
 KO0009;                    North         East    Units  Estimated Accuracy
 KO0009;SPC UT C     - 2,137,360.      427,300.      MT  (+/- 180 meters Scaled)
 KO0009
 KO0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ843806(NAD 83)
 KO0009
 KO0009                          SUPERSEDED SURVEY CONTROL
 KO0009
 KO0009.No superseded survey control is available for this station.
 KO0009
 KO0009_MARKER: P = PIPE CAP
 KO0009_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0009_STAMPING: W 3 1908
 KO0009_MARK LOGO: CGS
 KO0009_MAGNETIC: P = MARKER IS A STEEL PIPE
 KO0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0009
 KO0009  HISTORY     - Date     Condition        Report By
 KO0009  HISTORY     - 1908     MONUMENTED       CGS
 KO0009  HISTORY     - 1970     GOOD             NGS
 KO0009
 KO0009                          STATION DESCRIPTION
 KO0009
 KO0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0009'3.6 MI NE FROM LYNNDYL.
 KO0009'3.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0009'SIGN AT LYNNDYL, 68.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 78 1/2
 KO0009'FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 50 AND 6, 116 1/2
 KO0009'FEET SOUTHEAST AND ACROSS THE TRACK FROM MILEPOLE 669.50, 55 FEET
 KO0009'SOUTHWEST OF A TELEPHONE POLE, 76 FEET NORTHEAST OF A TELEPHONE POLE,
 KO0009'27.6 FEET NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 2.1 FEET
 KO0009'SOUTHWEST OF A WITNESS POST, A CAP SCREWED ON THE TOP OF A 3 1/2-INCH
 KO0009'IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.  SEC 31, T14S, R4W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0273 ***********************************************************************
 JN0273  DESIGNATION -  W 30
 JN0273  PID         -  JN0273
 JN0273  STATE/COUNTY-  UT/SEVIER
 JN0273  COUNTRY     -  US
 JN0273  USGS QUAD   -  SIGURD (2017)
 JN0273
 JN0273                         *CURRENT SURVEY CONTROL
 JN0273  ______________________________________________________________________
 JN0273* NAD 83(1986) POSITION- 38 49 53.     (N) 111 59 18.     (W)   SCALED
 JN0273* NAVD 88 ORTHO HEIGHT -  1604.112 (meters)     5262.82  (feet) ADJUSTED
 JN0273  ______________________________________________________________________
 JN0273  GEOID HEIGHT    -        -18.789 (meters)                     GEOID18
 JN0273  DYNAMIC HEIGHT  -       1602.404 (meters)     5257.22  (feet) COMP
 JN0273  MODELED GRAVITY -    979,507.8   (mgal)                       NAVD 88
 JN0273
 JN0273  VERT ORDER      -  FIRST     CLASS II
 JN0273
 JN0273.The horizontal coordinates were scaled from a map and have
 JN0273.an estimated accuracy of +/- 6 seconds.
 JN0273
 JN0273.The orthometric height was determined by differential leveling and
 JN0273.adjusted by the NATIONAL GEODETIC SURVEY
 JN0273.in June 1991.
 JN0273
 JN0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0273.GEOID18 height accuracy estimate available here.
 JN0273
 JN0273.Click photographs - Photos may exist for this station.
 JN0273
 JN0273.The dynamic height is computed by dividing the NAVD 88
 JN0273.geopotential number by the normal gravity value computed on the
 JN0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0273.degrees latitude (g = 980.6199 gals.).
 JN0273
 JN0273.The modeled gravity was interpolated from observed gravity values.
 JN0273
 JN0273;                    North         East    Units  Estimated Accuracy
 JN0273;SPC UT C     - 2,055,410.      457,600.      MT  (+/- 180 meters Scaled)
 JN0273
 JN0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH142985(NAD 83)
 JN0273
 JN0273                          SUPERSEDED SURVEY CONTROL
 JN0273
 JN0273  NGVD 29 (??/??/92) 1602.901  (m)         5258.85   (f) ADJ UNCH    1 2
 JN0273
 JN0273.Superseded values are not recommended for survey control.
 JN0273
 JN0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0273.See file dsdata.pdf to determine how the superseded data were derived.
 JN0273
 JN0273_MARKER: DB = BENCH MARK DISK
 JN0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0273_STAMPING: W 30 1934
 JN0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0273+STABILITY: SURFACE MOTION
 JN0273
 JN0273  HISTORY     - Date     Condition        Report By
 JN0273  HISTORY     - 1934     MONUMENTED       CGS
 JN0273  HISTORY     - 1966     MARK NOT FOUND   CGS
 JN0273
 JN0273                          STATION DESCRIPTION
 JN0273
 JN0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0273'1.1 MI S FROM SIGURD.
 JN0273'1.1 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JN0273'THE STATION AT SIGURD, SEVIER COUNTY, 41 FEET EAST OF POWER POLE 420,
 JN0273'31 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 89, AND 30 FEET
 JN0273'WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED W 30
 JN0273'1934 AND SET IN THE TOP OF A CONCRETE POST.
 JN0273
 JN0273                          STATION RECOVERY (1966)
 JN0273
 JN0273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JN0273'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0266 ***********************************************************************
 JO0266  DESIGNATION -  W 31
 JO0266  PID         -  JO0266
 JO0266  STATE/COUNTY-  UT/BEAVER
 JO0266  COUNTRY     -  US
 JO0266  USGS QUAD   -  COVE FORT (2017)
 JO0266
 JO0266                         *CURRENT SURVEY CONTROL
 JO0266  ______________________________________________________________________
 JO0266* NAD 83(1986) POSITION- 38 32 50.25   (N) 112 36 05.58   (W)   HD_HELD1
 JO0266* NAVD 88 ORTHO HEIGHT -  1850.415 (meters)     6070.90  (feet) ADJUSTED
 JO0266  ______________________________________________________________________
 JO0266  GEOID HEIGHT    -        -19.753 (meters)                     GEOID18
 JO0266  DYNAMIC HEIGHT  -       1848.346 (meters)     6064.12  (feet) COMP
 JO0266  MODELED GRAVITY -    979,445.1   (mgal)                       NAVD 88
 JO0266
 JO0266  VERT ORDER      -  FIRST     CLASS II
 JO0266
 JO0266.The horizontal coordinates were determined by differentially corrected
 JO0266.hand held GPS observations or other comparable positioning techniques
 JO0266.and have an estimated accuracy of +/- 3 meters.
 JO0266
 JO0266.The orthometric height was determined by differential leveling and
 JO0266.adjusted by the NATIONAL GEODETIC SURVEY
 JO0266.in June 1991.
 JO0266
 JO0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0266.GEOID18 height accuracy estimate available here.
 JO0266
 JO0266.Click photographs - Photos may exist for this station.
 JO0266
 JO0266.The dynamic height is computed by dividing the NAVD 88
 JO0266.geopotential number by the normal gravity value computed on the
 JO0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0266.degrees latitude (g = 980.6199 gals.).
 JO0266
 JO0266.The modeled gravity was interpolated from observed gravity values.
 JO0266
 JO0266;                    North         East    Units  Estimated Accuracy
 JO0266;SPC UT S     - 3,209,294.6     403,970.0     MT  (+/- 3 meters HH1 GPS) 
 JO0266
 JO0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH6043567756(NAD 83)
 JO0266
 JO0266                          SUPERSEDED SURVEY CONTROL
 JO0266
 JO0266  NGVD 29 (??/??/92) 1849.150  (m)         6066.75   (f) ADJ UNCH    1 2
 JO0266
 JO0266.Superseded values are not recommended for survey control.
 JO0266
 JO0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0266.See file dsdata.pdf to determine how the superseded data were derived.
 JO0266
 JO0266_MARKER: DB = BENCH MARK DISK
 JO0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0266_STAMPING: W 31 1934
 JO0266_MARK LOGO: CGS
 JO0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0266+STABILITY: SURFACE MOTION
 JO0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0266+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2010
 JO0266
 JO0266  HISTORY     - Date     Condition        Report By
 JO0266  HISTORY     - 1934     MONUMENTED       CGS
 JO0266  HISTORY     - 1984     GOOD             USGS
 JO0266  HISTORY     - 20101209 GOOD             GEOCAC
 JO0266
 JO0266                          STATION DESCRIPTION
 JO0266
 JO0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0266'4 MI S FROM COVE FORT.
 JO0266'IN BEAVER COUNTY, 4.0 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM COVE
 JO0266'FORT, MILLARD COUNTY, 60 FEET NORTH OF A 165 MILES TO BEAVER DAM SIGN,
 JO0266'45 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET WEST OF THE
 JO0266'FENCE.  A STANDARD DISK, STAMPED W 31 1934 AND SET IN THE TOP OF A
 JO0266'CONCRETE POST.
 JO0266
 JO0266                          STATION RECOVERY (1984)
 JO0266
 JO0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JO0266'COVE FORT 4.0 MILES SOUTH ALONG UTAH 161 AND OLD US 91, 1.0 MILE
 JO0266'NORTHEAST OF THE SULPHUR DALE RAMP ON INTERSTATE 15, 45 FET WEST OF
 JO0266'THE CENTERLINE OF THE ROAD, AND 2 FEET WEST OF THE FENCE, A STANDARD
 JO0266'DISK STAMPED 'W 31 1934' AND SET IN TOPOF A CONCRETE POST.
 JO0266
 JO0266                          STATION RECOVERY (2010)
 JO0266
 JO0266'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 JO0266'VARIOUS BITS OF FLAGGING CAN BE SEEN ON THE FENCE, FENCE POSTS AND
 JO0266'SAGEBRUSH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0168 ***********************************************************************
 JO0168  DESIGNATION -  W 32
 JO0168  PID         -  JO0168
 JO0168  STATE/COUNTY-  UT/BEAVER
 JO0168  COUNTRY     -  US
 JO0168  USGS QUAD   -  CAVE CANYON (2017)
 JO0168
 JO0168                         *CURRENT SURVEY CONTROL
 JO0168  ______________________________________________________________________
 JO0168* NAD 83(1986) POSITION- 38 17 19.     (N) 112 58 03.     (W)   SCALED
 JO0168* NAVD 88 ORTHO HEIGHT -  1585.289 (meters)     5201.07  (feet) ADJUSTED
 JO0168  ______________________________________________________________________
 JO0168  GEOID HEIGHT    -        -20.907 (meters)                     GEOID18
 JO0168  DYNAMIC HEIGHT  -       1583.606 (meters)     5195.55  (feet) COMP
 JO0168  MODELED GRAVITY -    979,511.7   (mgal)                       NAVD 88
 JO0168
 JO0168  VERT ORDER      -  FIRST     CLASS II
 JO0168
 JO0168.The horizontal coordinates were scaled from a map and have
 JO0168.an estimated accuracy of +/- 6 seconds.
 JO0168
 JO0168.The orthometric height was determined by differential leveling and
 JO0168.adjusted by the NATIONAL GEODETIC SURVEY
 JO0168.in June 1991.
 JO0168
 JO0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0168.GEOID18 height accuracy estimate available here.
 JO0168
 JO0168.Click photographs - Photos may exist for this station.
 JO0168
 JO0168.The dynamic height is computed by dividing the NAVD 88
 JO0168.geopotential number by the normal gravity value computed on the
 JO0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0168.degrees latitude (g = 980.6199 gals.).
 JO0168
 JO0168.The modeled gravity was interpolated from observed gravity values.
 JO0168
 JO0168;                    North         East    Units  Estimated Accuracy
 JO0168;SPC UT S     - 3,181,020.      371,620.      MT  (+/- 180 meters Scaled)
 JO0168
 JO0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH279396(NAD 83)
 JO0168
 JO0168                          SUPERSEDED SURVEY CONTROL
 JO0168
 JO0168  NGVD 29 (??/??/92) 1584.216  (m)         5197.55   (f) ADJ UNCH    1 2
 JO0168
 JO0168.Superseded values are not recommended for survey control.
 JO0168
 JO0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0168.See file dsdata.pdf to determine how the superseded data were derived.
 JO0168
 JO0168_MARKER: DB = BENCH MARK DISK
 JO0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0168_STAMPING: W 32 1934
 JO0168_MARK LOGO: CGS
 JO0168_PROJECTION: PROJECTING 15 CENTIMETERS
 JO0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0168+STABILITY: SURFACE MOTION
 JO0168
 JO0168  HISTORY     - Date     Condition        Report By
 JO0168  HISTORY     - 1934     MONUMENTED       CGS
 JO0168  HISTORY     - 1984     GOOD             NGS
 JO0168
 JO0168                          STATION DESCRIPTION
 JO0168
 JO0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0168'7.6 MI SE FROM MILFORD.
 JO0168'7.6 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE UNION PACIFIC
 JO0168'RAILROAD STATION AT MILFORD, BEAVER COUNTY, 92 FEET EAST OF THE EAST
 JO0168'BANK OF AN IRRIGATION CANAL, 6 FEET EAST OF TELEPHONE POLE 720, AND 60
 JO0168'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 JO0168'W 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JO0168
 JO0168                          STATION RECOVERY (1984)
 JO0168
 JO0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0168'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.  0.5 KM
 JO0168'(0.31 MI) NORTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 JO0168'AT MINERSVILLE, THENCE 8.54 KM (5.31 MI) NORTHWEST ALONG STATE HIGHWAY
 JO0168'21, ON THE OUTSIDE OF A LONG CURVE, 0.1 KM (0.06 MI) NORTHWEST OF
 JO0168'MILEPOST 85, 23.0 METERS (75 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 JO0168'10.4 METERS (34 FT) EAST OF A BRACED FENCE POST IN THE RIGHT OF WAY
 JO0168'FENCE AND 7.6 METERS (25 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 JO0168'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 JO0168'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0338 ***********************************************************************
 JO0338  DESIGNATION -  W 33
 JO0338  PID         -  JO0338
 JO0338  STATE/COUNTY-  UT/BEAVER
 JO0338  COUNTRY     -  US
 JO0338  USGS QUAD   -  PINE VALLEY HARDPAN SOUTH (2017)
 JO0338
 JO0338                         *CURRENT SURVEY CONTROL
 JO0338  ______________________________________________________________________
 JO0338* NAD 83(1986) POSITION- 38 31 55.     (N) 113 40 57.     (W)   SCALED
 JO0338* NAVD 88 ORTHO HEIGHT -  1590.313 (meters)     5217.55  (feet) ADJUSTED
 JO0338  ______________________________________________________________________
 JO0338  GEOID HEIGHT    -        -21.343 (meters)                     GEOID18
 JO0338  DYNAMIC HEIGHT  -       1588.618 (meters)     5211.99  (feet) COMP
 JO0338  MODELED GRAVITY -    979,507.5   (mgal)                       NAVD 88
 JO0338
 JO0338  VERT ORDER      -  FIRST     CLASS II
 JO0338
 JO0338.The horizontal coordinates were scaled from a map and have
 JO0338.an estimated accuracy of +/- 6 seconds.
 JO0338
 JO0338.The orthometric height was determined by differential leveling and
 JO0338.adjusted by the NATIONAL GEODETIC SURVEY
 JO0338.in June 1991.
 JO0338
 JO0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0338.GEOID18 height accuracy estimate available here.
 JO0338
 JO0338.Click photographs - Photos may exist for this station.
 JO0338
 JO0338.The dynamic height is computed by dividing the NAVD 88
 JO0338.geopotential number by the normal gravity value computed on the
 JO0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0338.degrees latitude (g = 980.6199 gals.).
 JO0338
 JO0338.The modeled gravity was interpolated from observed gravity values.
 JO0338
 JO0338;                    North         East    Units  Estimated Accuracy
 JO0338;SPC UT S     - 3,209,250.      309,710.      MT  (+/- 180 meters Scaled)
 JO0338
 JO0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH661682(NAD 83)
 JO0338
 JO0338                          SUPERSEDED SURVEY CONTROL
 JO0338
 JO0338  NGVD 29 (??/??/92) 1589.126  (m)         5213.66   (f) ADJ UNCH    1 2
 JO0338
 JO0338.Superseded values are not recommended for survey control.
 JO0338
 JO0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0338.See file dsdata.pdf to determine how the superseded data were derived.
 JO0338
 JO0338_MARKER: DB = BENCH MARK DISK
 JO0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0338_STAMPING: W 33 1934
 JO0338_MARK LOGO: CGS
 JO0338_PROJECTION: PROJECTING 10 CENTIMETERS
 JO0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0338+STABILITY: SURFACE MOTION
 JO0338
 JO0338  HISTORY     - Date     Condition        Report By
 JO0338  HISTORY     - 1934     MONUMENTED       CGS
 JO0338  HISTORY     - 1984     GOOD             NGS
 JO0338
 JO0338                          STATION DESCRIPTION
 JO0338
 JO0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0338'37.4 MI SE FROM GARRISON.
 JO0338'IN BEAVER COUNTY, 37.4 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE
 JO0338'POST OFFICE AT GARRISON, MILLARD COUNTY, 6.2 MILES SOUTHEAST OF THE
 JO0338'BEAVER-MILLARD COUNTY LINE, 0.5 MILE EAST OF A SMALL FARMHOUSE AND
 JO0338'WINDMILL, AND 51 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A
 JO0338'STANDARD DISK, STAMPED W 33 1934 AND SET IN THE TOP OF A CONCRETE
 JO0338'POST.
 JO0338
 JO0338                          STATION RECOVERY (1984)
 JO0338
 JO0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0338'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  64.45 KM
 JO0338'(40.3 MI) WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 JO0338'STATE HIGHWAY 257 AT MILFORD, 1.0 KM (0.6 MI) NORTHWEST OF THE T
 JO0338'JUNCTION OF A DIRT ROAD LEADING SOUTHWEST TO LUND, 0.25 KM (0.15 MI)
 JO0338'NORTHWEST OF MILEPOST 37, 65.2 METERS (214 FT) SOUTHWEST OF THE
 JO0338'HIGHWAY CENTERLINE AND 15.5 METERS (51 FT) SOUTHWEST OF THE CENTER OF
 JO0338'THE OLD HIGHWAY BED.  NOTE-NEW CONCRETE WAS APPLIED TO SOUTH SIDE OF
 JO0338'MARK BY THIS MARK UNIT.
 JO0338'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 JO0338'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0329 ***********************************************************************
 HO0329  DESIGNATION -  W 331
 HO0329  PID         -  HO0329
 HO0329  STATE/COUNTY-  UT/IRON
 HO0329  COUNTRY     -  US
 HO0329  USGS QUAD   -  BERYL JUNCTION (2017)
 HO0329
 HO0329                         *CURRENT SURVEY CONTROL
 HO0329  ______________________________________________________________________
 HO0329* NAD 83(1986) POSITION- 37 41 31.     (N) 113 41 43.     (W)   SCALED
 HO0329* NAVD 88 ORTHO HEIGHT -  1586.154 (meters)     5203.91  (feet) ADJUSTED
 HO0329  ______________________________________________________________________
 HO0329  GEOID HEIGHT    -        -23.140 (meters)                     GEOID18
 HO0329  DYNAMIC HEIGHT  -       1584.371 (meters)     5198.06  (feet) COMP
 HO0329  MODELED GRAVITY -    979,450.1   (mgal)                       NAVD 88
 HO0329
 HO0329  VERT ORDER      -  SECOND    CLASS 0
 HO0329
 HO0329.The horizontal coordinates were scaled from a map and have
 HO0329.an estimated accuracy of +/- 6 seconds.
 HO0329
 HO0329.The orthometric height was determined by differential leveling and
 HO0329.adjusted by the NATIONAL GEODETIC SURVEY
 HO0329.in June 1991.
 HO0329
 HO0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0329.GEOID18 height accuracy estimate available here.
 HO0329
 HO0329.Click photographs - Photos may exist for this station.
 HO0329
 HO0329.The dynamic height is computed by dividing the NAVD 88
 HO0329.geopotential number by the normal gravity value computed on the
 HO0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0329.degrees latitude (g = 980.6199 gals.).
 HO0329
 HO0329.The modeled gravity was interpolated from observed gravity values.
 HO0329
 HO0329;                    North         East    Units  Estimated Accuracy
 HO0329;SPC UT S     - 3,116,060.      306,410.      MT  (+/- 180 meters Scaled)
 HO0329
 HO0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG623750(NAD 83)
 HO0329
 HO0329                          SUPERSEDED SURVEY CONTROL
 HO0329
 HO0329  NGVD 29 (??/??/92) 1585.05   (m)         5200.3    (f) COMPUTED    2 0
 HO0329
 HO0329.Superseded values are not recommended for survey control.
 HO0329
 HO0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0329.See file dsdata.pdf to determine how the superseded data were derived.
 HO0329
 HO0329_MARKER: DB = BENCH MARK DISK
 HO0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0329_STAMPING: W 331 1945
 HO0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0329+STABILITY: SURFACE MOTION
 HO0329
 HO0329  HISTORY     - Date     Condition        Report By
 HO0329  HISTORY     - 1945     MONUMENTED       CGS
 HO0329
 HO0329                          STATION DESCRIPTION
 HO0329
 HO0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HO0329'2.0 MI W FROM ENTERPRISE INT FIELD.
 HO0329'2.0 MILES WEST ALONG THE OLD STATE HIGHWAY NO. 56 FROM THE MAIN GATE
 HO0329'OF THE ENTERPRISE INT. FIELD, 1.0 MILE EAST OF JUNCTION OF STATE
 HO0329'HIGHWAY NO. 18 AND OLD STATE HIGHWAY NO. 56, SET IN LINE WITH THE
 HO0329'TELEPHONE POLES, 35 FEET SOUTH OF CENTER-LINE OF OLD HIGHWAY, 6 FEET
 HO0329'WEST OF TELEPHONE POLE NO. 9, 1.5 FEET EAST OF REFERENCE POST. BRONZE
 HO0329'BENCH MARK DISK SET IN TOP OF A CONCRETE POST POURED IN THE FIELD AND
 HO0329'PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0593 ***********************************************************************
 LP0593  DESIGNATION -  W 334
 LP0593  PID         -  LP0593
 LP0593  STATE/COUNTY-  UT/TOOELE
 LP0593  COUNTRY     -  US
 LP0593  USGS QUAD   -  SIMPSON SPRINGS (2017)
 LP0593
 LP0593                         *CURRENT SURVEY CONTROL
 LP0593  ______________________________________________________________________
 LP0593* NAD 83(1986) POSITION- 40 06 25.     (N) 112 48 20.     (W)   SCALED
 LP0593* NAVD 88 ORTHO HEIGHT -  1385.312 (meters)     4544.98  (feet) ADJUSTED
 LP0593  ______________________________________________________________________
 LP0593  GEOID HEIGHT    -        -18.398 (meters)                     GEOID18
 LP0593  DYNAMIC HEIGHT  -       1384.141 (meters)     4541.14  (feet) COMP
 LP0593  MODELED GRAVITY -    979,731.9   (mgal)                       NAVD 88
 LP0593
 LP0593  VERT ORDER      -  SECOND    CLASS I
 LP0593
 LP0593.The horizontal coordinates were scaled from a map and have
 LP0593.an estimated accuracy of +/- 6 seconds.
 LP0593
 LP0593.The orthometric height was determined by differential leveling and
 LP0593.adjusted by the NATIONAL GEODETIC SURVEY
 LP0593.in June 1991.
 LP0593
 LP0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0593.GEOID18 height accuracy estimate available here.
 LP0593
 LP0593.Click photographs - Photos may exist for this station.
 LP0593
 LP0593.The dynamic height is computed by dividing the NAVD 88
 LP0593.geopotential number by the normal gravity value computed on the
 LP0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0593.degrees latitude (g = 980.6199 gals.).
 LP0593
 LP0593.The modeled gravity was interpolated from observed gravity values.
 LP0593
 LP0593;                    North         East    Units  Estimated Accuracy
 LP0593;SPC UT C     - 2,197,720.      388,700.      MT  (+/- 180 meters Scaled)
 LP0593
 LP0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK461411(NAD 83)
 LP0593
 LP0593                          SUPERSEDED SURVEY CONTROL
 LP0593
 LP0593  NGVD 29 (??/??/92) 1384.238  (m)         4541.45   (f) ADJ UNCH    2 1
 LP0593
 LP0593.Superseded values are not recommended for survey control.
 LP0593
 LP0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0593.See file dsdata.pdf to determine how the superseded data were derived.
 LP0593
 LP0593_MARKER: DB = BENCH MARK DISK
 LP0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0593_STAMPING: W 334 1951
 LP0593_MARK LOGO: CGS
 LP0593_PROJECTION: PROJECTING 18 CENTIMETERS
 LP0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0593+STABILITY: SURFACE MOTION
 LP0593
 LP0593  HISTORY     - Date     Condition        Report By
 LP0593  HISTORY     - 1951     MONUMENTED       CGS
 LP0593  HISTORY     - 19890620 GOOD             USGS
 LP0593
 LP0593                          STATION DESCRIPTION
 LP0593
 LP0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LP0593'16.1 KM (10.00 MI) SW FROM DUGWAY.
 LP0593'10.0 MILES SOUTHWEST OF DUGWAY, ALONG THE DUGWAY-EUREKA HIGHWAY, 8.0
 LP0593'MILES SOUTHEAST OF ROAD INTERSECTION AT EAST GATE TO DUGWAY PROVING
 LP0593'GROUNDS AT THE INTERSECTION OF A T ROAD SOUTH TO THE DRY CLAY AREA,
 LP0593'75 FEET SOUTHWEST OF THE EUREKA HIGHWAY, 65 FEET NORTHWEST OF THE
 LP0593'SIDE ROAD AND 3 FEET SOUTH OF A 4X4 INCH WITNESS POST PAINTED WHITE.
 LP0593
 LP0593                          STATION RECOVERY (1989)
 LP0593
 LP0593'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (JLD)
 LP0593'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0019 ***********************************************************************
 LQ0019  DESIGNATION -  W 337
 LQ0019  PID         -  LQ0019
 LQ0019  STATE/COUNTY-  UT/TOOELE
 LQ0019  COUNTRY     -  US
 LQ0019  USGS QUAD   -  WENDOVER (2017)
 LQ0019
 LQ0019                         *CURRENT SURVEY CONTROL
 LQ0019  ______________________________________________________________________
 LQ0019* NAD 83(1986) POSITION- 40 44 16.9    (N) 114 01 41.8    (W)   HD_HELD2
 LQ0019* NAVD 88 ORTHO HEIGHT -  1298.330 (meters)     4259.60  (feet) ADJUSTED
 LQ0019  ______________________________________________________________________
 LQ0019  GEOID HEIGHT    -        -18.116 (meters)                     GEOID18
 LQ0019  DYNAMIC HEIGHT  -       1297.348 (meters)     4256.38  (feet) COMP
 LQ0019  MODELED GRAVITY -    979,823.8   (mgal)                       NAVD 88
 LQ0019
 LQ0019  VERT ORDER      -  SECOND    CLASS 0
 LQ0019
 LQ0019.The horizontal coordinates were established by autonomous hand held GPS
 LQ0019.observations and have an estimated accuracy of +/- 10 meters.
 LQ0019
 LQ0019.The orthometric height was determined by differential leveling and
 LQ0019.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0019.in June 1991.
 LQ0019
 LQ0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0019.GEOID18 height accuracy estimate available here.
 LQ0019
 LQ0019.Click photographs - Photos may exist for this station.
 LQ0019
 LQ0019.The dynamic height is computed by dividing the NAVD 88
 LQ0019.geopotential number by the normal gravity value computed on the
 LQ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0019.degrees latitude (g = 980.6199 gals.).
 LQ0019
 LQ0019.The modeled gravity was interpolated from observed gravity values.
 LQ0019
 LQ0019;                    North         East    Units  Estimated Accuracy
 LQ0019;SPC UT C     - 2,269,997.      286,466.      MT  (+/- 10 meters HH2 GPS)
 LQ0019
 LQ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF5093013925(NAD 83)
 LQ0019
 LQ0019                          SUPERSEDED SURVEY CONTROL
 LQ0019
 LQ0019  NGVD 29 (??/??/92) 1297.382  (m)         4256.49   (f) ADJ UNCH    2 0
 LQ0019
 LQ0019.Superseded values are not recommended for survey control.
 LQ0019
 LQ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0019.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0019
 LQ0019_MARKER: DB = BENCH MARK DISK
 LQ0019_SETTING: 80 = SET IN A BOULDER
 LQ0019_STAMPING: W 337 1957
 LQ0019_MARK LOGO: CGS
 LQ0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0019+STABILITY: SURFACE MOTION
 LQ0019
 LQ0019  HISTORY     - Date     Condition        Report By
 LQ0019  HISTORY     - 1957     MONUMENTED       CGS
 LQ0019  HISTORY     - 1976     GOOD             DOD
 LQ0019
 LQ0019                          STATION DESCRIPTION
 LQ0019
 LQ0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0019'1.3 MI E FROM WENDOVER.
 LQ0019'1.3 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF U.S.
 LQ0019'HIGHWAYS 40 AND 50 ALT. AT THE WEST END OF WENDOVER, 51.0 FEET NORTH
 LQ0019'OF CENTERLINE OF HIGHWAY, ABOUT 1.0 FOOT LOWER THAN THE HIGHWAY, SET
 LQ0019'IN A BOULDER AT THE END OF A ROCK CUT.
 LQ0019
 LQ0019                          STATION RECOVERY (1976)
 LQ0019
 LQ0019'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1976
 LQ0019'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0189 ***********************************************************************
 JO0189  DESIGNATION -  W 34
 JO0189  PID         -  JO0189
 JO0189  STATE/COUNTY-  UT/BEAVER
 JO0189  COUNTRY     -  US
 JO0189  USGS QUAD   -  GREENVILLE BENCH (2017)
 JO0189
 JO0189                         *CURRENT SURVEY CONTROL
 JO0189  ______________________________________________________________________
 JO0189* NAD 83(1986) POSITION- 38 11 33.     (N) 112 38 34.     (W)   SCALED
 JO0189* NAVD 88 ORTHO HEIGHT -  1884.311 (meters)     6182.11  (feet) ADJUSTED
 JO0189  ______________________________________________________________________
 JO0189  GEOID HEIGHT    -        -20.203 (meters)                     GEOID18
 JO0189  DYNAMIC HEIGHT  -       1882.150 (meters)     6175.02  (feet) COMP
 JO0189  MODELED GRAVITY -    979,415.1   (mgal)                       NAVD 88
 JO0189
 JO0189  VERT ORDER      -  SECOND    CLASS 0
 JO0189
 JO0189.The horizontal coordinates were scaled from a map and have
 JO0189.an estimated accuracy of +/- 6 seconds.
 JO0189
 JO0189.The orthometric height was determined by differential leveling and
 JO0189.adjusted by the NATIONAL GEODETIC SURVEY
 JO0189.in June 1991.
 JO0189
 JO0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0189.GEOID18 height accuracy estimate available here.
 JO0189
 JO0189.Click photographs - Photos may exist for this station.
 JO0189
 JO0189.The dynamic height is computed by dividing the NAVD 88
 JO0189.geopotential number by the normal gravity value computed on the
 JO0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0189.degrees latitude (g = 980.6199 gals.).
 JO0189
 JO0189.The modeled gravity was interpolated from observed gravity values.
 JO0189
 JO0189;                    North         East    Units  Estimated Accuracy
 JO0189;SPC UT S     - 3,169,960.      399,900.      MT  (+/- 180 meters Scaled)
 JO0189
 JO0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH561284(NAD 83)
 JO0189
 JO0189                          SUPERSEDED SURVEY CONTROL
 JO0189
 JO0189  NGVD 29 (??/??/92) 1883.080  (m)         6178.07   (f) ADJ UNCH    2 0
 JO0189
 JO0189.Superseded values are not recommended for survey control.
 JO0189
 JO0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0189.See file dsdata.pdf to determine how the superseded data were derived.
 JO0189
 JO0189_MARKER: DB = BENCH MARK DISK
 JO0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0189_STAMPING: W 34 1934
 JO0189_MARK LOGO: CGS
 JO0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0189+STABILITY: SURFACE MOTION
 JO0189
 JO0189  HISTORY     - Date     Condition        Report By
 JO0189  HISTORY     - 1934     MONUMENTED       CGS
 JO0189  HISTORY     - 1971     MARK NOT FOUND   USGS
 JO0189
 JO0189                          STATION DESCRIPTION
 JO0189
 JO0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0189'5.9 MI S FROM PAROWAN.
 JO0189'5.9 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE COURTHOUSE AT BEAVER,
 JO0189'119 FEET WEST OF POLE 9179, 30 FEET EAST OF THE OLD HIGHWAY, AND 54
 JO0189'FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  SET IN THE TOP OF A
 JO0189'CONCRETE POST.  NOTE-- A DILIGENT SEARCH FAILED TO REVEAL ANY EVIDENCE
 JO0189'OF THIS MARK.  IT APPEARS THAT A PASSING LANE HAS BEEN ADDED ON THE
 JO0189'WEST SIDE OF THE HIGHWAY AND THE MARK WAS BURIED OR KNOCKED OUT DURING
 JO0189'CONSTRUCTION.
 JO0189
 JO0189                          STATION RECOVERY (1971)
 JO0189
 JO0189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JO0189'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0236 ***********************************************************************
 KO0236  DESIGNATION -  W 35
 KO0236  PID         -  KO0236
 KO0236  STATE/COUNTY-  UT/MILLARD
 KO0236  COUNTRY     -  US
 KO0236  USGS QUAD   -  CLAY KNOLL (2017)
 KO0236
 KO0236                         *CURRENT SURVEY CONTROL
 KO0236  ______________________________________________________________________
 KO0236* NAD 83(1986) POSITION- 39 18 58.     (N) 112 52 39.     (W)   SCALED
 KO0236* NAVD 88 ORTHO HEIGHT -  1388.283 (meters)     4554.73  (feet) ADJUSTED
 KO0236  ______________________________________________________________________
 KO0236  GEOID HEIGHT    -        -19.873 (meters)                     GEOID18
 KO0236  DYNAMIC HEIGHT  -       1387.008 (meters)     4550.54  (feet) COMP
 KO0236  MODELED GRAVITY -    979,660.5   (mgal)                       NAVD 88
 KO0236
 KO0236  VERT ORDER      -  SECOND    CLASS 0
 KO0236
 KO0236.The horizontal coordinates were scaled from a map and have
 KO0236.an estimated accuracy of +/- 6 seconds.
 KO0236
 KO0236.The orthometric height was determined by differential leveling and
 KO0236.adjusted by the NATIONAL GEODETIC SURVEY
 KO0236.in June 1991.
 KO0236
 KO0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0236.GEOID18 height accuracy estimate available here.
 KO0236
 KO0236.Click photographs - Photos may exist for this station.
 KO0236
 KO0236.The dynamic height is computed by dividing the NAVD 88
 KO0236.geopotential number by the normal gravity value computed on the
 KO0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0236.degrees latitude (g = 980.6199 gals.).
 KO0236
 KO0236.The modeled gravity was interpolated from observed gravity values.
 KO0236
 KO0236;                    North         East    Units  Estimated Accuracy
 KO0236;SPC UT C     - 2,110,020.      381,220.      MT  (+/- 180 meters Scaled)
 KO0236
 KO0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ381535(NAD 83)
 KO0236
 KO0236                          SUPERSEDED SURVEY CONTROL
 KO0236
 KO0236  NGVD 29 (??/??/92) 1387.213  (m)         4551.21   (f) ADJ UNCH    2 0
 KO0236
 KO0236.Superseded values are not recommended for survey control.
 KO0236
 KO0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0236.See file dsdata.pdf to determine how the superseded data were derived.
 KO0236
 KO0236_MARKER: DB = BENCH MARK DISK
 KO0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0236_STAMPING: W 35 1934
 KO0236_MARK LOGO: CGS
 KO0236_PROJECTION: PROJECTING 20 CENTIMETERS
 KO0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0236+STABILITY: SURFACE MOTION
 KO0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0236+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2021
 KO0236
 KO0236  HISTORY     - Date     Condition        Report By
 KO0236  HISTORY     - 1934     MONUMENTED       CGS
 KO0236  HISTORY     - 20210623 GOOD             NGSTM
 KO0236
 KO0236                          STATION DESCRIPTION
 KO0236
 KO0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0236'10.0 MI W FROM HINCKLEY.
 KO0236'10.0 MILES WEST ALONG U.S. HIGHWAY 6 FROM HINCKLEY, MILLARD COUNTY, 57
 KO0236'FEET SOUTH OF THE JUNCTION OF A ROAD LEADING NORTH, 77 FEET SOUTHEAST
 KO0236'OF A HIGHWAY SIGN, 48 FEET EAST OF AN IRRIGATION DITCH, AND 57 FEET
 KO0236'SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED W
 KO0236'35 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KO0236
 KO0236                          STATION RECOVERY (2021)
 KO0236
 KO0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2021 (DW)
 KO0236'ROAD IS OLD US 6 AND 50 (PRE 1960S, GRAVEL).  TOP 2 CM (1 INCH) OF
 KO0236'MONUMENT IS MISSING, BUT DISK IS SOLID.  NO WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0198 ***********************************************************************
 JN0198  DESIGNATION -  W 36
 JN0198  PID         -  JN0198
 JN0198  STATE/COUNTY-  UT/WAYNE
 JN0198  COUNTRY     -  US
 JN0198  USGS QUAD   -  LYMAN (2017)
 JN0198
 JN0198                         *CURRENT SURVEY CONTROL
 JN0198  ______________________________________________________________________
 JN0198* NAD 83(1986) POSITION- 38 28 10.     (N) 111 34 42.     (W)   SCALED
 JN0198* NAVD 88 ORTHO HEIGHT -  2264.801 (meters)     7430.43  (feet) ADJUSTED
 JN0198  ______________________________________________________________________
 JN0198  GEOID HEIGHT    -        -17.572 (meters)                     GEOID18
 JN0198  DYNAMIC HEIGHT  -       2262.133 (meters)     7421.68  (feet) COMP
 JN0198  MODELED GRAVITY -    979,368.8   (mgal)                       NAVD 88
 JN0198
 JN0198  VERT ORDER      -  SECOND    CLASS 0
 JN0198
 JN0198.The horizontal coordinates were scaled from a map and have
 JN0198.an estimated accuracy of +/- 6 seconds.
 JN0198
 JN0198.The orthometric height was determined by differential leveling and
 JN0198.adjusted by the NATIONAL GEODETIC SURVEY
 JN0198.in June 1991.
 JN0198
 JN0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0198.GEOID18 height accuracy estimate available here.
 JN0198
 JN0198.Click photographs - Photos may exist for this station.
 JN0198
 JN0198.The dynamic height is computed by dividing the NAVD 88
 JN0198.geopotential number by the normal gravity value computed on the
 JN0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0198.degrees latitude (g = 980.6199 gals.).
 JN0198
 JN0198.The modeled gravity was interpolated from observed gravity values.
 JN0198
 JN0198;                    North         East    Units  Estimated Accuracy
 JN0198;SPC UT S     - 3,200,090.      493,160.      MT  (+/- 180 meters Scaled)
 JN0198
 JN0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH495580(NAD 83)
 JN0198
 JN0198                          SUPERSEDED SURVEY CONTROL
 JN0198
 JN0198  NGVD 29 (??/??/92) 2263.458  (m)         7426.03   (f) ADJ UNCH    2 0
 JN0198
 JN0198.Superseded values are not recommended for survey control.
 JN0198
 JN0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0198.See file dsdata.pdf to determine how the superseded data were derived.
 JN0198
 JN0198_MARKER: DB = BENCH MARK DISK
 JN0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0198_STAMPING: W 36 1934
 JN0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0198+STABILITY: SURFACE MOTION
 JN0198
 JN0198  HISTORY     - Date     Condition        Report By
 JN0198  HISTORY     - 1934     MONUMENTED       CGS
 JN0198  HISTORY     - 1969     MARK NOT FOUND   CGS
 JN0198  HISTORY     - 1979     MARK NOT FOUND   USGS
 JN0198
 JN0198                          STATION DESCRIPTION
 JN0198
 JN0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JN0198'7.7 MI N FROM LOA.
 JN0198'7.7 MILES NORTH ALONG STATE HIGHWAY 72 FROM THE LOA MERCANTILE CO. AT
 JN0198'LOA, 90 FEET WEST OF THE NORTH END OF A GALVANIZED-PIPE CULVERT, 82
 JN0198'FEET WEST OF A SIDE ROAD LEADING NORTH, 61 FEET NORTH OF A WOODEN RAIL
 JN0198'FENCE, AND 45 FEET NORTH OF A FENCE LINE.  SET IN THE TOP OF A
 JN0198'CONCRETE POST.
 JN0198
 JN0198                          STATION RECOVERY (1979)
 JN0198
 JN0198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JN0198'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0355 ***********************************************************************
 HO0355  DESIGNATION -  W 364
 HO0355  PID         -  HO0355
 HO0355  STATE/COUNTY-  UT/WASHINGTON
 HO0355  COUNTRY     -  US
 HO0355  USGS QUAD   -  SAINT GEORGE (2017)
 HO0355
 HO0355                         *CURRENT SURVEY CONTROL
 HO0355  ______________________________________________________________________
 HO0355* NAD 83(1986) POSITION- 37 07 29.6    (N) 113 32 01.8    (W)   HD_HELD2
 HO0355* NAVD 88 ORTHO HEIGHT -   868.067 (meters)     2847.98  (feet) ADJUSTED
 HO0355  ______________________________________________________________________
 HO0355  GEOID HEIGHT    -        -24.415 (meters)                     GEOID18
 HO0355  DYNAMIC HEIGHT  -        867.183 (meters)     2845.08  (feet) COMP
 HO0355  MODELED GRAVITY -    979,585.4   (mgal)                       NAVD 88
 HO0355
 HO0355  VERT ORDER      -  FIRST     CLASS II
 HO0355
 HO0355.The horizontal coordinates were established by autonomous hand held GPS
 HO0355.observations and have an estimated accuracy of +/- 10 meters.
 HO0355
 HO0355.The orthometric height was determined by differential leveling and
 HO0355.adjusted by the NATIONAL GEODETIC SURVEY
 HO0355.in June 1991.
 HO0355
 HO0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0355.GEOID18 height accuracy estimate available here.
 HO0355
 HO0355.Click photographs - Photos may exist for this station.
 HO0355
 HO0355.The dynamic height is computed by dividing the NAVD 88
 HO0355.geopotential number by the normal gravity value computed on the
 HO0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0355.degrees latitude (g = 980.6199 gals.).
 HO0355
 HO0355.The modeled gravity was interpolated from observed gravity values.
 HO0355
 HO0355;                    North         East    Units  Estimated Accuracy
 HO0355;SPC UT S     - 3,052,821.      319,273.      MT  (+/- 10 meters HH2 GPS)
 HO0355
 HO0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG7489811732(NAD 83)
 HO0355
 HO0355                          SUPERSEDED SURVEY CONTROL
 HO0355
 HO0355.No superseded survey control is available for this station.
 HO0355
 HO0355_MARKER: F = FLANGE-ENCASED ROD
 HO0355_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0355_STAMPING: W 364 1982
 HO0355_MARK LOGO: NGS
 HO0355_PROJECTION: FLUSH
 HO0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0355_ROD/PIPE-DEPTH: 3.7 meters
 HO0355
 HO0355  HISTORY     - Date     Condition        Report By
 HO0355  HISTORY     - 1982     MONUMENTED       NGS
 HO0355  HISTORY     - 20120612 GOOD             SUNENG
 HO0355
 HO0355                          STATION DESCRIPTION
 HO0355
 HO0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0355'2.0 KM (1.2 MI) WEST FROM WASHINGTON.
 HO0355'0.8 KM (0.5 MI) SOUTHWEST ALONG OLD US HIGHWAY 91 FROM THE OLD BRIDGE
 HO0355'OVER FACTORY CREEK IN WASHINGTON, THENCE 0.3 KM (0.2 MI) NORTHWEST
 HO0355'ALONG A PAVED ROAD WHICH PASSES UNDER INTERSTATE 15, THENCE 0.9 KM
 HO0355'(0.55 MI) SOUTHWEST ALONG MIDDLETON DRIVE, AT THE SOUTH PROPERTY
 HO0355'CORNER FOR A SMALL ONE STORY HOUSE, 1.2 KM (0.75 MI) EAST-NORTHEAST OF
 HO0355'THE CONCRETE BRIDGE OVER MIDDLETON WASH, 10.2 METERS (33.5 FT)
 HO0355'NORTHWEST OF THE CENTER OF THE DRIVE, 28.5 METERS (93.5 FT) SOUTHEAST
 HO0355'OF THE SOUTH CORNER OF THE HOUSE, 3.3 METERS (11 FT) NORTHEAST OF A
 HO0355'UTILITY POLE, 1.2 METERS (4 FT) SOUTHEAST OF A FENCE CORNER POST, 0.75
 HO0355'METER (2.5 FT) SOUTH OF THE SOUTHWEST END OF A CINDER BLOCK RETAINING
 HO0355'WALL.
 HO0355'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 HO0355'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 HO0355
 HO0355                          STATION RECOVERY (2012)
 HO0355
 HO0355'RECOVERY NOTE BY SUNRISE ENGINEERING 2012 (AB)
 HO0355'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0379 ***********************************************************************
 HO0379  DESIGNATION -  W 365
 HO0379  PID         -  HO0379
 HO0379  STATE/COUNTY-  UT/WASHINGTON
 HO0379  COUNTRY     -  US
 HO0379  USGS QUAD   -  JARVIS PEAK (2017)
 HO0379
 HO0379                         *CURRENT SURVEY CONTROL
 HO0379  ______________________________________________________________________
 HO0379* NAD 83(1986) POSITION- 37 04 40.29   (N) 113 52 07.35   (W)   HD_HELD1
 HO0379* NAVD 88 ORTHO HEIGHT -  1235.814 (meters)     4054.50  (feet) ADJUSTED
 HO0379  ______________________________________________________________________
 HO0379  GEOID HEIGHT    -        -24.748 (meters)                     GEOID18
 HO0379  DYNAMIC HEIGHT  -       1234.502 (meters)     4050.20  (feet) COMP
 HO0379  MODELED GRAVITY -    979,526.7   (mgal)                       NAVD 88
 HO0379
 HO0379  VERT ORDER      -  FIRST     CLASS II
 HO0379
 HO0379.The horizontal coordinates were determined by differentially corrected
 HO0379.hand held GPS observations or other comparable positioning techniques
 HO0379.and have an estimated accuracy of +/- 3 meters.
 HO0379
 HO0379.The orthometric height was determined by differential leveling and
 HO0379.adjusted by the NATIONAL GEODETIC SURVEY
 HO0379.in June 1991.
 HO0379
 HO0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0379.GEOID18 height accuracy estimate available here.
 HO0379
 HO0379.Click photographs - Photos may exist for this station.
 HO0379
 HO0379.The dynamic height is computed by dividing the NAVD 88
 HO0379.geopotential number by the normal gravity value computed on the
 HO0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0379.degrees latitude (g = 980.6199 gals.).
 HO0379
 HO0379.The modeled gravity was interpolated from observed gravity values.
 HO0379
 HO0379;                    North         East    Units  Estimated Accuracy
 HO0379;SPC UT S     - 3,048,303.2     289,389.4     MT  (+/- 3 meters HH1 GPS) 
 HO0379
 HO0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG4498407360(NAD 83)
 HO0379
 HO0379                          SUPERSEDED SURVEY CONTROL
 HO0379
 HO0379.No superseded survey control is available for this station.
 HO0379
 HO0379_MARKER: I = METAL ROD
 HO0379_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0379_STAMPING: W 365 1982
 HO0379_MARK LOGO: NGS
 HO0379_PROJECTION: FLUSH
 HO0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0379_ROD/PIPE-DEPTH: 1.2 meters
 HO0379
 HO0379  HISTORY     - Date     Condition        Report By
 HO0379  HISTORY     - 1982     MONUMENTED       NGS
 HO0379
 HO0379                          STATION DESCRIPTION
 HO0379
 HO0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0379'28.9 KM (18.0 MI) WEST FROM SANTA CLARA.
 HO0379'28.9 KM (18.05 MI) WEST ALONG OLD US HIGHWAY 91 FROM THE CHURCH OF
 HO0379'LATTER DAY SAINTS IN SANTA CLARA, 2.4 KM (1.5 MI) NORTH OF THE SOUTH
 HO0379'END OF CASTLE CLIFF, IN THE NORTH CORNER OF THE Y JUNCTION OF A DIRT
 HO0379'ROAD LEADING NORTHWEST UP SUMMIT SPRING WASH, 16.4 METERS (54 FT)
 HO0379'NORTH OF THE HIGHWAY CENTERLINE, 101.8 METERS (334 FT) NORTHEAST OF
 HO0379'THE NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL FOR A 36 INCH
 HO0379'CORRUGATED METAL PIPE CULVERT FOR THE WASH, 23.4 METERS (77 FT) EAST
 HO0379'OF THE NORTHEAST CORNER OF A STEEL CATTLE GUARD ACROSS THE ROAD, 4.2
 HO0379'METERS (14 FT) NORTH-NORTHEAST OF THE CENTER OF THE ROAD, 0.35 METER
 HO0379'(1.2 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 HO0379'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 HO0379'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0418 ***********************************************************************
 HO0418  DESIGNATION -  W 366
 HO0418  PID         -  HO0418
 HO0418  STATE/COUNTY-  UT/WASHINGTON
 HO0418  COUNTRY     -  US
 HO0418  USGS QUAD   -  SPRINGDALE EAST (2017)
 HO0418
 HO0418                         *CURRENT SURVEY CONTROL
 HO0418  ______________________________________________________________________
 HO0418* NAD 83(1986) POSITION- 37 12 53.88   (N) 112 57 51.30   (W)   HD_HELD1
 HO0418* NAVD 88 ORTHO HEIGHT -  1320.068 (meters)     4330.92  (feet) ADJUSTED
 HO0418  ______________________________________________________________________
 HO0418  GEOID HEIGHT    -        -22.362 (meters)                     GEOID18
 HO0418  DYNAMIC HEIGHT  -       1318.604 (meters)     4326.12  (feet) COMP
 HO0418  MODELED GRAVITY -    979,476.5   (mgal)                       NAVD 88
 HO0418
 HO0418  VERT ORDER      -  FIRST     CLASS II
 HO0418
 HO0418.The horizontal coordinates were determined by differentially corrected
 HO0418.hand held GPS observations or other comparable positioning techniques
 HO0418.and have an estimated accuracy of +/- 3 meters.
 HO0418
 HO0418.The orthometric height was determined by differential leveling and
 HO0418.adjusted by the NATIONAL GEODETIC SURVEY
 HO0418.in June 1991.
 HO0418
 HO0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0418.GEOID18 height accuracy estimate available here.
 HO0418
 HO0418.Click photographs - Photos may exist for this station.
 HO0418
 HO0418.The dynamic height is computed by dividing the NAVD 88
 HO0418.geopotential number by the normal gravity value computed on the
 HO0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0418.degrees latitude (g = 980.6199 gals.).
 HO0418
 HO0418.The modeled gravity was interpolated from observed gravity values.
 HO0418
 HO0418;                    North         East    Units  Estimated Accuracy
 HO0418;SPC UT S     - 3,061,869.7     370,037.8     MT  (+/- 3 meters HH1 GPS) 
 HO0418
 HO0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG2571220527(NAD 83)
 HO0418
 HO0418                          SUPERSEDED SURVEY CONTROL
 HO0418
 HO0418.No superseded survey control is available for this station.
 HO0418
 HO0418_MARKER: DV = VERTICAL CONTROL DISK
 HO0418_SETTING: 80 = SET IN A BOULDER
 HO0418_STAMPING: W 366 1982
 HO0418_MARK LOGO: NGS
 HO0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HO0418+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2012
 HO0418
 HO0418  HISTORY     - Date     Condition        Report By
 HO0418  HISTORY     - 1982     MONUMENTED       NGS
 HO0418  HISTORY     - 20120611 GOOD             GEOCAC
 HO0418
 HO0418                          STATION DESCRIPTION
 HO0418
 HO0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0418'7.7 KM (4.8 MI) EAST FROM SPRINGDALE.
 HO0418'7.7 KM (4.8 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF LATTER
 HO0418'DAY SAINTS IN SPRINGDALE, IN TOP OF AND 1.8 METERS (6 FT) NORTH OF THE
 HO0418'SOUTH END OF AN 18- BY 26-FOOT SANDSTONE BOULDER PROJECTING 6 FEET
 HO0418'ABOVE THE GROUND, 16.4 METERS (54 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 HO0418'6.8 METERS (22.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A 3- BY
 HO0418'3-FOOT GRATE DRAIN, 2.4 METERS (8 FT) NORTH OF THE NORTH CORNER OF A
 HO0418'3-FOOT TALL CONCRETE RETAINING WALL, 2.1 METERS (7 FT) EAST OF AND
 HO0418'1.2 METERS (4 FT) ABOVE THE WEST EDGE OF THE BOULDER.
 HO0418'THE MARK IS 2.4 M ABOVE THE HIGHWAY.
 HO0418
 HO0418                          STATION RECOVERY (2012)
 HO0418
 HO0418'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0418'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0442 ***********************************************************************
 HO0442  DESIGNATION -  W 367
 HO0442  PID         -  HO0442
 HO0442  STATE/COUNTY-  UT/KANE
 HO0442  COUNTRY     -  US
 HO0442  USGS QUAD   -  MOUNT CARMEL (2017)
 HO0442
 HO0442                         *CURRENT SURVEY CONTROL
 HO0442  ______________________________________________________________________
 HO0442* NAD 83(1986) POSITION- 37 10 49.     (N) 112 38 12.     (W)   SCALED
 HO0442* NAVD 88 ORTHO HEIGHT -  1874.075 (meters)     6148.53  (feet) ADJUSTED
 HO0442  ______________________________________________________________________
 HO0442  GEOID HEIGHT    -        -21.826 (meters)                     GEOID18
 HO0442  DYNAMIC HEIGHT  -       1871.849 (meters)     6141.22  (feet) COMP
 HO0442  MODELED GRAVITY -    979,375.6   (mgal)                       NAVD 88
 HO0442
 HO0442  VERT ORDER      -  FIRST     CLASS II
 HO0442
 HO0442.The horizontal coordinates were scaled from a map and have
 HO0442.an estimated accuracy of +/- 6 seconds.
 HO0442
 HO0442.The orthometric height was determined by differential leveling and
 HO0442.adjusted by the NATIONAL GEODETIC SURVEY
 HO0442.in June 1991.
 HO0442
 HO0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0442.GEOID18 height accuracy estimate available here.
 HO0442
 HO0442.Click photographs - Photos may exist for this station.
 HO0442
 HO0442.The dynamic height is computed by dividing the NAVD 88
 HO0442.geopotential number by the normal gravity value computed on the
 HO0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0442.degrees latitude (g = 980.6199 gals.).
 HO0442
 HO0442.The modeled gravity was interpolated from observed gravity values.
 HO0442
 HO0442;                    North         East    Units  Estimated Accuracy
 HO0442;SPC UT S     - 3,057,620.      399,070.      MT  (+/- 180 meters Scaled)
 HO0442
 HO0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG547161(NAD 83)
 HO0442
 HO0442                          SUPERSEDED SURVEY CONTROL
 HO0442
 HO0442.No superseded survey control is available for this station.
 HO0442
 HO0442_MARKER: DV = VERTICAL CONTROL DISK
 HO0442_SETTING: 66 = SET IN ROCK OUTCROP
 HO0442_STAMPING: W 367 1983
 HO0442_MARK LOGO: NGS
 HO0442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0442+STABILITY: POSITION/ELEVATION WELL
 HO0442
 HO0442  HISTORY     - Date     Condition        Report By
 HO0442  HISTORY     - 1983     MONUMENTED       NGS
 HO0442
 HO0442                          STATION DESCRIPTION
 HO0442
 HO0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0442'19.4 KM (12.1 MI) NORTH FROM KANAB.
 HO0442'19.45 KM (12.15 MI) NORTH ALONG US HIGHWAY 89 FROM THE CHURCH OF
 HO0442'LATTER DAY SAINTS IN KANAB, IN TOP OF AND 2.1 METERS (7 FT) SOUTHEAST
 HO0442'OF THE NORTHWEST EDGE OF A 6- BY 17-FOOT SHELF OF SANDSTONE IN THE
 HO0442'NORTHEAST END OF THE SANDSTONE BEDROCK AT THE CENTER OF A CUT, 7.75 KM
 HO0442'(4.85 MI) SOUTHEAST OF MT CARMEL JUNCTION, 0.15 KM (0.1 MI) SOUTHEAST
 HO0442'OF MILEPOST 77, 13.7 METERS (45 FT) SOUTHWEST OF THE HIGHWAY
 HO0442'CENTERLINE, 1.2 METERS (4 FT) NORTHEAST OF THE SOUTHWEST EDGE OF THE
 HO0442'SHELF.
 HO0442'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0393 ***********************************************************************
 JO0393  DESIGNATION -  W 368
 JO0393  PID         -  JO0393
 JO0393  STATE/COUNTY-  UT/BEAVER
 JO0393  COUNTRY     -  US
 JO0393  USGS QUAD   -  MINERSVILLE (2017)
 JO0393
 JO0393                         *CURRENT SURVEY CONTROL
 JO0393  ______________________________________________________________________
 JO0393* NAD 83(1986) POSITION- 38 14 51.     (N) 112 56 36.     (W)   SCALED
 JO0393* NAVD 88 ORTHO HEIGHT -  1630.706 (meters)     5350.07  (feet) ADJUSTED
 JO0393  ______________________________________________________________________
 JO0393  GEOID HEIGHT    -        -20.866 (meters)                     GEOID18
 JO0393  DYNAMIC HEIGHT  -       1628.966 (meters)     5344.37  (feet) COMP
 JO0393  MODELED GRAVITY -    979,504.8   (mgal)                       NAVD 88
 JO0393  OBS GRAVITY     -    979,501.4   (mgal)                       GRAV_OBS
 JO0393
 JO0393  VERT ORDER      -  FIRST     CLASS II
 JO0393
 JO0393.The horizontal coordinates were scaled from a map and have
 JO0393.an estimated accuracy of +/- 6 seconds.
 JO0393
 JO0393.The orthometric height was determined by differential leveling and
 JO0393.adjusted by the NATIONAL GEODETIC SURVEY
 JO0393.in June 1991.
 JO0393
 JO0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0393.GEOID18 height accuracy estimate available here.
 JO0393
 JO0393.Click photographs - Photos may exist for this station.
 JO0393
 JO0393.The dynamic height is computed by dividing the NAVD 88
 JO0393.geopotential number by the normal gravity value computed on the
 JO0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0393.degrees latitude (g = 980.6199 gals.).
 JO0393
 JO0393.The modeled gravity was interpolated from observed gravity values.
 JO0393
 JO0393.The observed gravity was obtained from relative gravimeter ties
 JO0393.to the IGSN71 gravity network.
 JO0393
 JO0393;                    North         East    Units  Estimated Accuracy
 JO0393;SPC UT S     - 3,176,430.      373,660.      MT  (+/- 180 meters Scaled)
 JO0393
 JO0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH299350(NAD 83)
 JO0393
 JO0393                          SUPERSEDED SURVEY CONTROL
 JO0393
 JO0393.No superseded survey control is available for this station.
 JO0393
 JO0393_MARKER: I = METAL ROD
 JO0393_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JO0393+WITH SETTING: INFORMATION.
 JO0393_STAMPING: W 368 1984
 JO0393_MARK LOGO: NGS
 JO0393_PROJECTION: FLUSH
 JO0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0393_ROD/PIPE-DEPTH: 2.4 meters
 JO0393
 JO0393  HISTORY     - Date     Condition        Report By
 JO0393  HISTORY     - 1984     MONUMENTED       NGS
 JO0393
 JO0393                          STATION DESCRIPTION
 JO0393
 JO0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0393'4.0 KM (2.5 MI) NW FROM MINERSVILLE.
 JO0393'0.51 KM (0.31 MI) NORTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 JO0393'AT MINERSVILLE, THENCE 3.51 KM (2.18 MI) NORTHWEST ALONG STATE HIGHWAY
 JO0393'21, IN THE NORTH CORNER OF THE T JUNCTION OF A TRACK ROAD LEADING
 JO0393'NORTHEAST, AT THE NORTHWEST ONE OF TWO WIRE GATES IN THE RIGHT OF WAY
 JO0393'FENCE, 0.17 KM (0.11 MI) NORTHWEST OF MILEPOST 88, 29.9 METERS (98 FT)
 JO0393'NORTHEAST OF THE HIGHWAY CENTERLINE, 4.0 METERS (13 FT) NORTHWEST OF
 JO0393'THE NORTHWEST GATE POST AND 0.8 METER (2.5 FT) SOUTHWEST OF THE RIGHT
 JO0393'OF WAY FENCE.
 JO0393'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0511 ***********************************************************************
 HO0511  DESIGNATION -  W 369
 HO0511  PID         -  HO0511
 HO0511  STATE/COUNTY-  UT/WASHINGTON
 HO0511  COUNTRY     -  US
 HO0511  USGS QUAD   -  HURRICANE (2017)
 HO0511
 HO0511                         *CURRENT SURVEY CONTROL
 HO0511  ______________________________________________________________________
 HO0511* NAD 83(1986) POSITION- 37 13 34.32   (N) 113 16 54.09   (W)   HD_HELD1
 HO0511* NAVD 88 ORTHO HEIGHT -   966.924 (meters)     3172.32  (feet) ADJUSTED
 HO0511  ______________________________________________________________________
 HO0511  GEOID HEIGHT    -        -23.499 (meters)                     GEOID18
 HO0511  DYNAMIC HEIGHT  -        965.904 (meters)     3168.97  (feet) COMP
 HO0511  MODELED GRAVITY -    979,545.2   (mgal)                       NAVD 88
 HO0511
 HO0511  VERT ORDER      -  FIRST     CLASS II
 HO0511
 HO0511.The horizontal coordinates were determined by differentially corrected
 HO0511.hand held GPS observations or other comparable positioning techniques
 HO0511.and have an estimated accuracy of +/- 3 meters.
 HO0511
 HO0511.The orthometric height was determined by differential leveling and
 HO0511.adjusted by the NATIONAL GEODETIC SURVEY
 HO0511.in June 1991.
 HO0511
 HO0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0511.GEOID18 height accuracy estimate available here.
 HO0511
 HO0511.Click photographs - Photos may exist for this station.
 HO0511
 HO0511.The dynamic height is computed by dividing the NAVD 88
 HO0511.geopotential number by the normal gravity value computed on the
 HO0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0511.degrees latitude (g = 980.6199 gals.).
 HO0511
 HO0511.The modeled gravity was interpolated from observed gravity values.
 HO0511
 HO0511;                    North         East    Units  Estimated Accuracy
 HO0511;SPC UT S     - 3,063,605.2     341,889.5     MT  (+/- 3 meters HH1 GPS) 
 HO0511
 HO0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG9757222405(NAD 83)
 HO0511
 HO0511                          SUPERSEDED SURVEY CONTROL
 HO0511
 HO0511.No superseded survey control is available for this station.
 HO0511
 HO0511_MARKER: DV = VERTICAL CONTROL DISK
 HO0511_SETTING: 66 = SET IN ROCK OUTCROP
 HO0511_STAMPING: W 369 1984
 HO0511_MARK LOGO: NGS
 HO0511_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0511+STABILITY: POSITION/ELEVATION WELL
 HO0511
 HO0511  HISTORY     - Date     Condition        Report By
 HO0511  HISTORY     - 1984     MONUMENTED       NGS
 HO0511
 HO0511                          STATION DESCRIPTION
 HO0511
 HO0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0511'2.0 KM (1.2 MI) NORTH FROM LA VERKIN.
 HO0511'1.99 KM (1.23 MI) NORTH ALONG STATE HIGHWAY 17 FROM ITS JUNCTION WITH
 HO0511'STATE HIGHWAY 9 AT LA VERKIN, IN TOP OF A 2 BY 3 FOOT SLOPING LEDGE OF
 HO0511'GRAY OUTCROP AT THE BASE OF AND NEAR THE CENTER OF A ROCKY CUT,
 HO0511'0.20 KM (0.13 MI) SOUTH OF A POWER LINE CROSSING, 6.4 METERS (21 FT)
 HO0511'WEST OF THE HIGHWAY CENTERLINE AND 30.5 METERS (100 FT) NORTH OF THE
 HO0511'JUNCTION OF THE OLD HIGHWAY.
 HO0511'THE MARK IS 0.25 METERS  SE FROM A WITNESS POST.
 HO0511'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0074 ***********************************************************************
 JO0074  DESIGNATION -  W 37
 JO0074  PID         -  JO0074
 JO0074  STATE/COUNTY-  UT/PIUTE
 JO0074  COUNTRY     -  US
 JO0074  USGS QUAD   -  MARYSVALE (2017)
 JO0074
 JO0074                         *CURRENT SURVEY CONTROL
 JO0074  ______________________________________________________________________
 JO0074* NAD 83(1986) POSITION- 38 23 41.62   (N) 112 13 43.91   (W)   HD_HELD1
 JO0074* NAVD 88 ORTHO HEIGHT -  1866.124 (meters)     6122.44  (feet) ADJUSTED
 JO0074  ______________________________________________________________________
 JO0074  GEOID HEIGHT    -        -19.094 (meters)                     GEOID18
 JO0074  DYNAMIC HEIGHT  -       1863.975 (meters)     6115.39  (feet) COMP
 JO0074  MODELED GRAVITY -    979,411.4   (mgal)                       NAVD 88
 JO0074
 JO0074  VERT ORDER      -  SECOND    CLASS 0
 JO0074
 JO0074.The horizontal coordinates were determined by differentially corrected
 JO0074.hand held GPS observations or other comparable positioning techniques
 JO0074.and have an estimated accuracy of +/- 3 meters.
 JO0074
 JO0074.The orthometric height was determined by differential leveling and
 JO0074.adjusted by the NATIONAL GEODETIC SURVEY
 JO0074.in June 1991.
 JO0074
 JO0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0074.GEOID18 height accuracy estimate available here.
 JO0074
 JO0074.Click photographs - Photos may exist for this station.
 JO0074
 JO0074.The dynamic height is computed by dividing the NAVD 88
 JO0074.geopotential number by the normal gravity value computed on the
 JO0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0074.degrees latitude (g = 980.6199 gals.).
 JO0074
 JO0074.The modeled gravity was interpolated from observed gravity values.
 JO0074
 JO0074;                    North         East    Units  Estimated Accuracy
 JO0074;SPC UT S     - 3,192,059.8     436,327.0     MT  (+/- 3 meters HH1 GPS) 
 JO0074
 JO0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH9268850345(NAD 83)
 JO0074
 JO0074                          SUPERSEDED SURVEY CONTROL
 JO0074
 JO0074  NGVD 29 (??/??/92) 1864.835  (m)         6118.21   (f) ADJ UNCH    2 0
 JO0074
 JO0074.Superseded values are not recommended for survey control.
 JO0074
 JO0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0074.See file dsdata.pdf to determine how the superseded data were derived.
 JO0074
 JO0074_MARKER: DB = BENCH MARK DISK
 JO0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0074_STAMPING: W 37 1934
 JO0074_MARK LOGO: CGS
 JO0074_PROJECTION: PROJECTING 8 CENTIMETERS
 JO0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0074+STABILITY: SURFACE MOTION
 JO0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0074+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2012
 JO0074
 JO0074  HISTORY     - Date     Condition        Report By
 JO0074  HISTORY     - 1934     MONUMENTED       CGS
 JO0074  HISTORY     - 1975     GOOD             USGS
 JO0074  HISTORY     - 20120613 GOOD             GEOCAC
 JO0074
 JO0074                          STATION DESCRIPTION
 JO0074
 JO0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0074'4.4 MI S FROM MARYSVALE.
 JO0074'ABOUT 4.4 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE DENVER AND RIO
 JO0074'GRANDE WESTERN RAILROAD STATION AT MARYSVALE, PIUTE COUNTY, ABOUT 75
 JO0074'FEET EAST OF THE JUNCTION WITH THE SIDE ROAD LEADING TO THE DEER TRAIL
 JO0074'GOLD MINE, ABOUT 75 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND
 JO0074'30 FEET SOUTH OF POLE 1107.  A STANDARD DISK, STAMPED W 37 1934 AND
 JO0074'SET IN THE TOP OF A CONCRETE POST.
 JO0074
 JO0074                          STATION RECOVERY (1975)
 JO0074
 JO0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0074'MARYSVALE POST OFFICE, 3.5 MI. S. ALONG U.S. HWY. 89, THENCE 0.3 MI.
 JO0074'SE ALONG OLD HIGHWAY, ABOUT 75 FEET EAST OF CENTER LINE OF ROAD,
 JO0074'ABOUT 30 FEET SOUTH OF A POWER POLE, A STANDARD DISK, STAMPED W 37
 JO0074'1934 AND SET IN THE TOP OF A CONCRETE POST.
 JO0074
 JO0074                          STATION RECOVERY (2012)
 JO0074
 JO0074'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 JO0074'RECOVERED IN GOOD CONDITION, AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0573 ***********************************************************************
 MR0573  DESIGNATION -  W 370
 MR0573  PID         -  MR0573
 MR0573  STATE/COUNTY-  UT/SUMMIT
 MR0573  COUNTRY     -  US
 MR0573  USGS QUAD   -  HEINERS CREEK (2017)
 MR0573
 MR0573                         *CURRENT SURVEY CONTROL
 MR0573  ______________________________________________________________________
 MR0573* NAD 83(1986) POSITION- 41 02 55.     (N) 111 18 18.     (W)   SCALED
 MR0573* NAVD 88 ORTHO HEIGHT -  1812.779 (meters)     5947.43  (feet) ADJUSTED
 MR0573  ______________________________________________________________________
 MR0573  GEOID HEIGHT    -        -15.714 (meters)                     GEOID18
 MR0573  DYNAMIC HEIGHT  -       1811.137 (meters)     5942.04  (feet) COMP
 MR0573  MODELED GRAVITY -    979,654.8   (mgal)                       NAVD 88
 MR0573
 MR0573  VERT ORDER      -  FIRST     CLASS II
 MR0573
 MR0573.The horizontal coordinates were scaled from a map and have
 MR0573.an estimated accuracy of +/- 6 seconds.
 MR0573
 MR0573.The orthometric height was determined by differential leveling and
 MR0573.adjusted by the NATIONAL GEODETIC SURVEY
 MR0573.in June 1991.
 MR0573
 MR0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0573.GEOID18 height accuracy estimate available here.
 MR0573
 MR0573.Click photographs - Photos may exist for this station.
 MR0573
 MR0573.The dynamic height is computed by dividing the NAVD 88
 MR0573.geopotential number by the normal gravity value computed on the
 MR0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0573.degrees latitude (g = 980.6199 gals.).
 MR0573
 MR0573.The modeled gravity was interpolated from observed gravity values.
 MR0573
 MR0573;                    North         East    Units  Estimated Accuracy
 MR0573;SPC UT N     - 1,079,450.      516,390.      MT  (+/- 180 meters Scaled)
 MR0573
 MR0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL743441(NAD 83)
 MR0573
 MR0573                          SUPERSEDED SURVEY CONTROL
 MR0573
 MR0573  NGVD 29 (06/08/92) 1811.541  (m)         5943.36   (f) ADJUSTED    1 2
 MR0573
 MR0573.Superseded values are not recommended for survey control.
 MR0573
 MR0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0573.See file dsdata.pdf to determine how the superseded data were derived.
 MR0573
 MR0573_MARKER: DB = BENCH MARK DISK
 MR0573_SETTING: 66 = SET IN ROCK OUTCROP
 MR0573_STAMPING: W 370 1983
 MR0573_MARK LOGO: NGS
 MR0573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0573+STABILITY: POSITION/ELEVATION WELL
 MR0573
 MR0573  HISTORY     - Date     Condition        Report By
 MR0573  HISTORY     - 1983     MONUMENTED       NGS
 MR0573
 MR0573                          STATION DESCRIPTION
 MR0573
 MR0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0573'14.7 KM (9.15 MI) NE FROM ECHO.
 MR0573'14.7 KM (9.15 MI) NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0573'THE STATION IN ECHO, IN THE CENTER OF A 6 BY 40 FT EXPOSED AREA OF A
 MR0573'ROCK LEDGE, 0.2 KM (0.1 MI) SOUTHWEST OF MILEPOST 543, 76.2 METERS
 MR0573'(250.1 FT) NORTHWEST OF THE NEAR RAIL, 67.1 METERS (220.1 FT) WEST OF
 MR0573'THE NORTHWEST CORNER OF A 10 BY 20 FT BUILDING, AND 29.9 METERS (98.1
 MR0573'FT) NORTHWEST OF THE CENTERLINE OF OLD U.S. HIGHWAY 30.
 MR0573'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 MR0573'THE MARK IS 4.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0465 ***********************************************************************
 MS0465  DESIGNATION -  W 371
 MS0465  PID         -  MS0465
 MS0465  STATE/COUNTY-  UT/WEBER
 MS0465  COUNTRY     -  US
 MS0465  USGS QUAD   -  ROY (2017)
 MS0465
 MS0465                         *CURRENT SURVEY CONTROL
 MS0465  ______________________________________________________________________
 MS0465* NAD 83(2011) POSITION- 41 10 01.98284(N) 112 00 44.65679(W)   ADJUSTED
 MS0465* NAD 83(2011) ELLIP HT-  1342.200 (meters)        (07/08/20)   ADJUSTED
 MS0465* NAD 83(2011) EPOCH   -  2010.00
 MS0465* NAVD 88 ORTHO HEIGHT -  1359.093 (meters)     4458.96  (feet) ADJUSTED
 MS0465  ______________________________________________________________________
 MS0465  GEOID HEIGHT    -        -16.899 (meters)                     GEOID18
 MS0465  NAD 83(2011) X  - -1,802,597.467 (meters)                     COMP
 MS0465  NAD 83(2011) Y  - -4,458,805.722 (meters)                     COMP
 MS0465  NAD 83(2011) Z  -  4,177,304.193 (meters)                     COMP
 MS0465  LAPLACE CORR    -          6.24  (seconds)                    DEFLEC18
 MS0465  DYNAMIC HEIGHT  -       1358.041 (meters)     4455.51  (feet) COMP
 MS0465  MODELED GRAVITY -    979,803.5   (mgal)                       NAVD 88
 MS0465
 MS0465  VERT ORDER      -  FIRST     CLASS II
 MS0465
 MS0465  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MS0465  Standards:
 MS0465         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MS0465            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MS0465  -------------------------------------------------------------------
 MS0465  NETWORK    0.23   0.51           0.10   0.09   0.26     -0.02468877
 MS0465  -------------------------------------------------------------------
 MS0465  Click here for local accuracies and other accuracy information.
 MS0465
 MS0465.The horizontal coordinates were established by GPS observations
 MS0465.and adjusted by the National Geodetic Survey in July 2020.
 MS0465
 MS0465.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MS0465.been affixed to the stable North American tectonic plate. See 
 MS0465.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MS0465
 MS0465.The horizontal coordinates are valid at the epoch date displayed above
 MS0465.which is a decimal equivalence of Year/Month/Day.
 MS0465
 MS0465.The orthometric height was determined by differential leveling and
 MS0465.adjusted by the NATIONAL GEODETIC SURVEY
 MS0465.in June 1991.
 MS0465
 MS0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0465.GEOID18 height accuracy estimate available here.
 MS0465
 MS0465.Click photographs - Photos may exist for this station.
 MS0465
 MS0465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MS0465
 MS0465.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0465
 MS0465.The ellipsoidal height was determined by GPS observations
 MS0465.and is referenced to NAD 83.
 MS0465
 MS0465.The dynamic height is computed by dividing the NAVD 88
 MS0465.geopotential number by the normal gravity value computed on the
 MS0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0465.degrees latitude (g = 980.6199 gals.).
 MS0465
 MS0465.The modeled gravity was interpolated from observed gravity values.
 MS0465
 MS0465. The following values were computed from the NAD 83(2011) position.
 MS0465
 MS0465;                    North         East     Units Scale Factor Converg.
 MS0465;SPC UT N     - 1,092,729.172   456,999.938   MT  0.99995790   -0 20 16.3
 MS0465;SPC UT N     - 3,585,062.29  1,499,340.63   sFT  0.99995790   -0 20 16.3
 MS0465;UTM  12      - 4,557,814.006   415,070.170   MT  0.99968877   -0 39 59.3
 MS0465
 MS0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0465!SPC UT N     -   0.99978951  x   0.99995790  =   0.99974742
 MS0465!UTM  12      -   0.99978951  x   0.99968877  =   0.99947835
 MS0465
 MS0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1507057814(NAD 83)
 MS0465
 MS0465                          SUPERSEDED SURVEY CONTROL
 MS0465
 MS0465.No superseded survey control is available for this station.
 MS0465
 MS0465_MARKER: I = METAL ROD
 MS0465_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0465_STAMPING: W 371 1983
 MS0465_MARK LOGO: NGS
 MS0465_PROJECTION: FLUSH
 MS0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0465+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2014
 MS0465_ROD/PIPE-DEPTH: 15.8 meters
 MS0465
 MS0465  HISTORY     - Date     Condition        Report By
 MS0465  HISTORY     - 1983     MONUMENTED       NGS
 MS0465  HISTORY     - 20141215 GOOD             UT-057
 MS0465
 MS0465                          STATION DESCRIPTION
 MS0465
 MS0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MS0465'7.4 KM (4.6 MI) SOUTH FROM OGDEN.
 MS0465'4.6 KM (2.85 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MS0465'STATION IN OGDEN, THENCE 1.2 KM (0.75 MI) SOUTHWESTERLY ALONG STATE
 MS0465'HIGHWAY 26, THENCE 1.2 KM (0.75 MI) SOUTHERLY ALONG STATE HIGHWAY 60,
 MS0465'THENCE 0.4 KM (0.25 MI) WESTERLY ALONG A PAVED ROAD, 12.3 METERS (40.4
 MS0465'FT) NORTH OF THE CENTERLINE OF THE ROAD, 4.5 METERS (14.8 FT) EAST OF
 MS0465'THE CENTER OF RITTER STREET, 2.3 METERS (7.5 FT NORTH OF A FENCE
 MS0465'CORNER, 0.7 METER (2.3 FT) SOUTH OF A UTILITY POLE, AND 0.7 METER (2.3
 MS0465'FT) WEST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 MS0465'5-INCH LOGO CAP.
 MS0465'THE MARK IS ABOVE LEVEL WITH THE STREET.
 MS0465
 MS0465                          STATION RECOVERY (2014)
 MS0465
 MS0465'RECOVERY NOTE BY WEBER COUNTY UTAH 2014 (DJM)
 MS0465'RECOVERED AS DESCRIBED.  APPROXIMATE ADDRESS OF MARK IS 1314 RITTER
 MS0465'DR, OGDEN, UT 84405.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0361 ***********************************************************************
 HM0361  DESIGNATION -  W 372
 HM0361  PID         -  HM0361
 HM0361  STATE/COUNTY-  UT/SAN JUAN
 HM0361  COUNTRY     -  US
 HM0361  USGS QUAD   -  BLUFF SW (2017)
 HM0361
 HM0361                         *CURRENT SURVEY CONTROL
 HM0361  ______________________________________________________________________
 HM0361* NAD 83(1986) POSITION- 37 15 51.8    (N) 109 38 22.7    (W)   HD_HELD2
 HM0361* NAVD 88 ORTHO HEIGHT -  1396.352 (meters)     4581.20  (feet) ADJUSTED
 HM0361  ______________________________________________________________________
 HM0361  GEOID HEIGHT    -        -20.848 (meters)                     GEOID18
 HM0361  DYNAMIC HEIGHT  -       1394.796 (meters)     4576.09  (feet) COMP
 HM0361  MODELED GRAVITY -    979,468.0   (mgal)                       NAVD 88
 HM0361
 HM0361  VERT ORDER      -  FIRST     CLASS II
 HM0361
 HM0361.The horizontal coordinates were established by autonomous hand held GPS
 HM0361.observations and have an estimated accuracy of +/- 10 meters.
 HM0361
 HM0361.The orthometric height was determined by differential leveling and
 HM0361.adjusted by the NATIONAL GEODETIC SURVEY
 HM0361.in June 1991.
 HM0361
 HM0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0361.GEOID18 height accuracy estimate available here.
 HM0361
 HM0361.Click photographs - Photos may exist for this station.
 HM0361
 HM0361.The dynamic height is computed by dividing the NAVD 88
 HM0361.geopotential number by the normal gravity value computed on the
 HM0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0361.degrees latitude (g = 980.6199 gals.).
 HM0361
 HM0361.The modeled gravity was interpolated from observed gravity values.
 HM0361
 HM0361;                    North         East    Units  Estimated Accuracy
 HM0361;SPC UT S     - 3,067,979.      665,007.      MT  (+/- 10 meters HH2 GPS)
 HM0361
 HM0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG2062225069(NAD 83)
 HM0361
 HM0361                          SUPERSEDED SURVEY CONTROL
 HM0361
 HM0361.No superseded survey control is available for this station.
 HM0361
 HM0361_MARKER: DV = VERTICAL CONTROL DISK
 HM0361_SETTING: 66 = SET IN ROCK OUTCROP
 HM0361_STAMPING: W 372 1983
 HM0361_MARK LOGO: NGS
 HM0361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0361+STABILITY: POSITION/ELEVATION WELL
 HM0361
 HM0361  HISTORY     - Date     Condition        Report By
 HM0361  HISTORY     - 1983     MONUMENTED       NGS
 HM0361
 HM0361                          STATION DESCRIPTION
 HM0361
 HM0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0361'7.5 KM (4.65 MI) SW FROM BLUFF.
 HM0361'7.5 KM (4.65 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0361'OFFICE IN BLUFF, 1.2 KM (0.75 MI) WEST OF THE JUNCTION OF U.S. HIGHWAY
 HM0361'191, 0.5 KM (0.3 MI) WEST OF MILEPOST 41, 0.2 KM (0.1 MI) EAST OF THE
 HM0361'JUNCTION OF COUNTY ROAD 230, IN AN EXPOSED AREA OF BEDROCK IN THE
 HM0361'CENTER OF A HIGHWAY CUT AT A POWER LINE CROSSING, 133.5 METERS
 HM0361'(438.0 FT) EAST OF UTILITY POLE NUMBER 2, 46.9 METERS (153.9 FT) NORTH
 HM0361'OF UTILITY POLE NUMBER 319, 18.8 METERS (61.7 FT) NORTHWEST OF THE
 HM0361'NORTHWEST CORNER OF A CATTLE GUARD, 17.6 METERS (57.7 FT) WEST OF A
 HM0361'FENCE, AND 16.3 METERS (53.5 FT) NORTH OF THE CENTERLINE OF THE
 HM0361'HIGHWAY.
 HM0361'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 HM0361'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0678 ***********************************************************************
 HN0678  DESIGNATION -  W 373
 HN0678  PID         -  HN0678
 HN0678  STATE/COUNTY-  UT/SAN JUAN
 HN0678  COUNTRY     -  US
 HN0678  USGS QUAD   -  MONUMENT PASS (2017)
 HN0678
 HN0678                         *CURRENT SURVEY CONTROL
 HN0678  ______________________________________________________________________
 HN0678* NAD 83(1986) POSITION- 37 05 38.0    (N) 110 00 06.5    (W)   HD_HELD2
 HN0678* NAVD 88 ORTHO HEIGHT -  1532.474 (meters)     5027.79  (feet) ADJUSTED
 HN0678  ______________________________________________________________________
 HN0678  GEOID HEIGHT    -        -21.084 (meters)                     GEOID18
 HN0678  DYNAMIC HEIGHT  -       1530.704 (meters)     5021.98  (feet) COMP
 HN0678  MODELED GRAVITY -    979,422.5   (mgal)                       NAVD 88
 HN0678
 HN0678  VERT ORDER      -  FIRST     CLASS II
 HN0678
 HN0678.The horizontal coordinates were established by autonomous hand held GPS
 HN0678.observations and have an estimated accuracy of +/- 10 meters.
 HN0678
 HN0678.The orthometric height was determined by differential leveling and
 HN0678.adjusted by the NATIONAL GEODETIC SURVEY
 HN0678.in June 1991.
 HN0678
 HN0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0678.GEOID18 height accuracy estimate available here.
 HN0678
 HN0678.Click photographs - Photos may exist for this station.
 HN0678
 HN0678.The dynamic height is computed by dividing the NAVD 88
 HN0678.geopotential number by the normal gravity value computed on the
 HN0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0678.degrees latitude (g = 980.6199 gals.).
 HN0678
 HN0678.The modeled gravity was interpolated from observed gravity values.
 HN0678
 HN0678;                    North         East    Units  Estimated Accuracy
 HN0678;SPC UT S     - 3,048,482.      633,190.      MT  (+/- 10 meters HH2 GPS)
 HN0678
 HN0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG8870705753(NAD 83)
 HN0678
 HN0678                          SUPERSEDED SURVEY CONTROL
 HN0678
 HN0678.No superseded survey control is available for this station.
 HN0678
 HN0678_MARKER: I = METAL ROD
 HN0678_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HN0678_STAMPING: W 373 1983
 HN0678_MARK LOGO: NGS
 HN0678_PROJECTION: FLUSH
 HN0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0678_ROD/PIPE-DEPTH: 11.9 meters
 HN0678
 HN0678  HISTORY     - Date     Condition        Report By
 HN0678  HISTORY     - 1983     MONUMENTED       NGS
 HN0678
 HN0678                          STATION DESCRIPTION
 HN0678
 HN0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HN0678'14.7 KM (9.15 MI) SW FROM MEXICAN HAT.
 HN0678'14.7 KM (9.15 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HN0678'OFFICE IN MEXICAN HAT, 0.2 KM (0.1 MI) SOUTHWEST OF COUNTY ROAD 6470,
 HN0678'0.4 KM (0.25 MI) NORTHEAST OF MILEPOST 12, IN THE CENTER AND ON TOP OF
 HN0678'A HIGHWAY CUT, 117.0 METERS (383.9 FT) SOUTHWEST OF THE CENTER OF THE
 HN0678'SOUTHEAST END OF A 12-FOOT METAL CULVERT, 82.0 METERS (269.0 FT)
 HN0678'NORTHEAST OF THE CENTER OF A DIRT ROAD LEADING SOUTH, 70.1 METERS
 HN0678'(230.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE CUT, AND 18.2 METERS
 HN0678'(59.7 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO
 HN0678'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HN0678'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 HN0678'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0503 ***********************************************************************
 LN0503  DESIGNATION -  W 374
 LN0503  PID         -  LN0503
 LN0503  STATE/COUNTY-  UT/UINTAH
 LN0503  COUNTRY     -  US
 LN0503  USGS QUAD   -  STEINAKER RESERVOIR (2017)
 LN0503
 LN0503                         *CURRENT SURVEY CONTROL
 LN0503  ______________________________________________________________________
 LN0503* NAD 83(1986) POSITION- 40 31 01.     (N) 109 31 26.     (W)   SCALED
 LN0503* NAVD 88 ORTHO HEIGHT -  1688.611 (meters)     5540.05  (feet) ADJUSTED
 LN0503  ______________________________________________________________________
 LN0503  GEOID HEIGHT    -        -16.195 (meters)                     GEOID18
 LN0503  DYNAMIC HEIGHT  -       1687.068 (meters)     5534.99  (feet) COMP
 LN0503  MODELED GRAVITY -    979,651.9   (mgal)                       NAVD 88
 LN0503
 LN0503  VERT ORDER      -  FIRST     CLASS II
 LN0503
 LN0503.The horizontal coordinates were scaled from a map and have
 LN0503.an estimated accuracy of +/- 6 seconds.
 LN0503
 LN0503.The orthometric height was determined by differential leveling and
 LN0503.adjusted by the NATIONAL GEODETIC SURVEY
 LN0503.in June 1991.
 LN0503
 LN0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0503.GEOID18 height accuracy estimate available here.
 LN0503
 LN0503.Click photographs - Photos may exist for this station.
 LN0503
 LN0503.The dynamic height is computed by dividing the NAVD 88
 LN0503.geopotential number by the normal gravity value computed on the
 LN0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0503.degrees latitude (g = 980.6199 gals.).
 LN0503
 LN0503.The modeled gravity was interpolated from observed gravity values.
 LN0503
 LN0503;                    North         East    Units  Estimated Accuracy
 LN0503;SPC UT C     - 2,244,280.      667,450.      MT  (+/- 180 meters Scaled)
 LN0503
 LN0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK250861(NAD 83)
 LN0503
 LN0503                          SUPERSEDED SURVEY CONTROL
 LN0503
 LN0503.No superseded survey control is available for this station.
 LN0503
 LN0503_MARKER: DV = VERTICAL CONTROL DISK
 LN0503_SETTING: 66 = SET IN ROCK OUTCROP
 LN0503_STAMPING: W 374 1984
 LN0503_MARK LOGO: NGS
 LN0503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0503+STABILITY: POSITION/ELEVATION WELL
 LN0503
 LN0503  HISTORY     - Date     Condition        Report By
 LN0503  HISTORY     - 1984     MONUMENTED       NGS
 LN0503
 LN0503                          STATION DESCRIPTION
 LN0503
 LN0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0503'7.1 KM (4.4 MI) NORTH FROM VERNAL.
 LN0503'7.1 KM (4.4 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0503'WITH U.S. HIGHWAY 40 IN VERNAL, 0.4 KM (0.25 MI) NORTH OF MILEPOST
 LN0503'205, NEAR THE SOUTH END OF A ROCK LEDGE ALONG THE EAST SIDE OF A COVE
 LN0503'OF THE STEINAKER LAKE, 20.0 M (65.6 FT) NORTHWEST OF THE CENTERLINE OF
 LN0503'THE HIGHWAY, 16.8 M (55.1 FT) NORTH-NORTHWEST OF THE NORTHEAST END OF
 LN0503'A GUARD RAIL, 12.0 M (39.4 FT) NORTH OF THE SOUTH END OF THE ROCK
 LN0503'LEDGE, AND 0.3 M (1.0 FT) EAST OF THE EDGE OF THE LEDGE.
 LN0503'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LN0503'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0466 ***********************************************************************
 HM0466  DESIGNATION -  W 374
 HM0466  PID         -  HM0466
 HM0466  STATE/COUNTY-  UT/SAN JUAN
 HM0466  COUNTRY     -  US
 HM0466  USGS QUAD   -  NAVAJO CANYON (2017)
 HM0466
 HM0466                         *CURRENT SURVEY CONTROL
 HM0466  ______________________________________________________________________
 HM0466* NAD 83(1986) POSITION- 37 21 58.0    (N) 109 14 06.2    (W)   HD_HELD2
 HM0466* NAVD 88 ORTHO HEIGHT -  1419.291 (meters)     4656.46  (feet) ADJUSTED
 HM0466  ______________________________________________________________________
 HM0466  GEOID HEIGHT    -        -20.645 (meters)                     GEOID18
 HM0466  DYNAMIC HEIGHT  -       1417.690 (meters)     4651.20  (feet) COMP
 HM0466  MODELED GRAVITY -    979,453.6   (mgal)                       NAVD 88
 HM0466
 HM0466  VERT ORDER      -  FIRST     CLASS II
 HM0466
 HM0466.The horizontal coordinates were established by autonomous hand held GPS
 HM0466.observations and have an estimated accuracy of +/- 10 meters.
 HM0466
 HM0466.The orthometric height was determined by differential leveling and
 HM0466.adjusted by the NATIONAL GEODETIC SURVEY
 HM0466.in June 1991.
 HM0466
 HM0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0466.GEOID18 height accuracy estimate available here.
 HM0466
 HM0466.Click photographs - Photos may exist for this station.
 HM0466
 HM0466.The dynamic height is computed by dividing the NAVD 88
 HM0466.geopotential number by the normal gravity value computed on the
 HM0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0466.degrees latitude (g = 980.6199 gals.).
 HM0466
 HM0466.The modeled gravity was interpolated from observed gravity values.
 HM0466
 HM0466;                    North         East    Units  Estimated Accuracy
 HM0466;SPC UT S     - 3,080,056.      700,612.      MT  (+/- 10 meters HH2 GPS)
 HM0466
 HM0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG5628836948(NAD 83)
 HM0466
 HM0466                          SUPERSEDED SURVEY CONTROL
 HM0466
 HM0466.No superseded survey control is available for this station.
 HM0466
 HM0466_MARKER: I = METAL ROD
 HM0466_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HM0466_STAMPING: W 374 1984
 HM0466_MARK LOGO: NGS
 HM0466_PROJECTION: FLUSH
 HM0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0466_ROD/PIPE-DEPTH: 6.7 meters
 HM0466
 HM0466  HISTORY     - Date     Condition        Report By
 HM0466  HISTORY     - 1984     MONUMENTED       NGS
 HM0466
 HM0466                          STATION DESCRIPTION
 HM0466
 HM0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0466'45.6 KM (28.35 MI) NE FROM BLUFF.
 HM0466'18.2 KM (11.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0466'OFFICE IN BLUFF, THENCE 13.5 KM (8.4 MI) EASTERLY ALONG STATE HIGHWAY
 HM0466'262, THENCE 10.8 KM (6.7 MI) SOUTHEASTERLY ALONG A PAVED ROAD, THENCE
 HM0466'3.1 KM (1.95 MI) SOUTH ALONG A GRAVELED ROAD, 11.5 METERS (37.7 FT)
 HM0466'NORTH OF THE CENTER OF A DRIVEWAY LEADING WEST TO TWO HOUSES AND A
 HM0466'HOUSE TRAILER, 10.0 METERS (32.8 FT) WEST OF THE CENTER OF THE ROAD,
 HM0466'AND 5.5 METERS (18.0 FT) WEST-NORTHWEST OF THE SOUTHWEST END OF AN
 HM0466'18-INCH CULVERT.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 HM0466'LOGO CAP.
 HM0466'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 HM0466'THE MARK IS 0.3 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0487 ***********************************************************************
 HO0487  DESIGNATION -  W 375
 HO0487  PID         -  HO0487
 HO0487  STATE/COUNTY-  UT/IRON
 HO0487  COUNTRY     -  US
 HO0487  USGS QUAD   -  KANARRAVILLE (2017)
 HO0487
 HO0487                         *CURRENT SURVEY CONTROL
 HO0487  ______________________________________________________________________
 HO0487* NAD 83(1986) POSITION- 37 31 54.3    (N) 113 11 05.0    (W)   HD_HELD2
 HO0487* NAVD 88 ORTHO HEIGHT -  1690.130 (meters)     5545.03  (feet) ADJUSTED
 HO0487  ______________________________________________________________________
 HO0487  GEOID HEIGHT    -        -21.846 (meters)                     GEOID18
 HO0487  DYNAMIC HEIGHT  -       1688.188 (meters)     5538.66  (feet) COMP
 HO0487  MODELED GRAVITY -    979,421.6   (mgal)                       NAVD 88
 HO0487
 HO0487  VERT ORDER      -  FIRST     CLASS II
 HO0487
 HO0487.The horizontal coordinates were established by autonomous hand held GPS
 HO0487.observations and have an estimated accuracy of +/- 10 meters.
 HO0487
 HO0487.The orthometric height was determined by differential leveling and
 HO0487.adjusted by the NATIONAL GEODETIC SURVEY
 HO0487.in June 1991.
 HO0487
 HO0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0487.GEOID18 height accuracy estimate available here.
 HO0487
 HO0487.Click photographs - Photos may exist for this station.
 HO0487
 HO0487.The dynamic height is computed by dividing the NAVD 88
 HO0487.geopotential number by the normal gravity value computed on the
 HO0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0487.degrees latitude (g = 980.6199 gals.).
 HO0487
 HO0487.The modeled gravity was interpolated from observed gravity values.
 HO0487
 HO0487;                    North         East    Units  Estimated Accuracy
 HO0487;SPC UT S     - 3,097,351.      351,105.      MT  (+/- 10 meters HH2 GPS)
 HO0487
 HO0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG0696156106(NAD 83)
 HO0487
 HO0487                          SUPERSEDED SURVEY CONTROL
 HO0487
 HO0487.No superseded survey control is available for this station.
 HO0487
 HO0487_MARKER: I = METAL ROD
 HO0487_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0487_STAMPING: W 375 1984
 HO0487_MARK LOGO: NGS
 HO0487_PROJECTION: FLUSH
 HO0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0487_ROD/PIPE-DEPTH: 12.2 meters
 HO0487
 HO0487  HISTORY     - Date     Condition        Report By
 HO0487  HISTORY     - 1984     MONUMENTED       NGS
 HO0487
 HO0487                          STATION DESCRIPTION
 HO0487
 HO0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0487'0.6 KM (0.4 MI) SW FROM KANARRAVILLE.
 HO0487'0.60 KM (0.37 MI) SOUTHWEST ALONG US HIGHWAY 91 FROM THE CHURCH OF
 HO0487'LATTER DAY SAINTS AT KANARRAVILLE, IN THE SOUTH CORNER OF THE Y
 HO0487'JUNCTION OF A DIRT ROAD LEADING SOUTH TO THE KANARRAVILLE REFUSE SITE,
 HO0487'24.4 METERS (80 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 7.9 METERS
 HO0487'(26 FT) SOUTHWEST OF THE CENTER OF THE ROAD AND 0.3 METER (1 FT)
 HO0487'NORTHEAST OF A FENCE.
 HO0487'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 HO0487'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0464 ***********************************************************************
 JO0464  DESIGNATION -  W 376
 JO0464  PID         -  JO0464
 JO0464  STATE/COUNTY-  UT/BEAVER
 JO0464  COUNTRY     -  US
 JO0464  USGS QUAD   -  MILFORD (2017)
 JO0464
 JO0464                         *CURRENT SURVEY CONTROL
 JO0464  ______________________________________________________________________
 JO0464* NAD 83(1986) POSITION- 38 25 40.     (N) 113 07 13.     (W)   SCALED
 JO0464* NAVD 88 ORTHO HEIGHT -  1677.820 (meters)     5504.65  (feet) ADJUSTED
 JO0464  ______________________________________________________________________
 JO0464  GEOID HEIGHT    -        -20.882 (meters)                     GEOID18
 JO0464  DYNAMIC HEIGHT  -       1676.047 (meters)     5498.83  (feet) COMP
 JO0464  MODELED GRAVITY -    979,512.6   (mgal)                       NAVD 88
 JO0464
 JO0464  VERT ORDER      -  FIRST     CLASS II
 JO0464
 JO0464.The horizontal coordinates were scaled from a map and have
 JO0464.an estimated accuracy of +/- 6 seconds.
 JO0464
 JO0464.The orthometric height was determined by differential leveling and
 JO0464.adjusted by the NATIONAL GEODETIC SURVEY
 JO0464.in June 1991.
 JO0464
 JO0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0464.GEOID18 height accuracy estimate available here.
 JO0464
 JO0464.Click photographs - Photos may exist for this station.
 JO0464
 JO0464.The dynamic height is computed by dividing the NAVD 88
 JO0464.geopotential number by the normal gravity value computed on the
 JO0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0464.degrees latitude (g = 980.6199 gals.).
 JO0464
 JO0464.The modeled gravity was interpolated from observed gravity values.
 JO0464
 JO0464;                    North         East    Units  Estimated Accuracy
 JO0464;SPC UT S     - 3,196,690.      358,520.      MT  (+/- 180 meters Scaled)
 JO0464
 JO0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH149554(NAD 83)
 JO0464
 JO0464                          SUPERSEDED SURVEY CONTROL
 JO0464
 JO0464.No superseded survey control is available for this station.
 JO0464
 JO0464_MARKER: I = METAL ROD
 JO0464_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0464_STAMPING: W 376 1984
 JO0464_MARK LOGO: NGS
 JO0464_PROJECTION: FLUSH
 JO0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0464_ROD/PIPE-DEPTH: 7.3 meters
 JO0464
 JO0464  HISTORY     - Date     Condition        Report By
 JO0464  HISTORY     - 1984     MONUMENTED       NGS
 JO0464
 JO0464                          STATION DESCRIPTION
 JO0464
 JO0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0464'10.3 KM (6.4 MI) NW FROM MILFORD.
 JO0464'10.3 KM (6.4 MI) NORTHWEST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION
 JO0464'WITH STATE HIGHWAY 257 AT MILFORD, AT THE APPROXIMATE CENTER OF A LOW
 JO0464'CUT AND IN LINE WITH A ROW OF TELEPHONE POLES, 0.67 KM (0.42 MI)
 JO0464'NORTHWEST OF MILEPOST 71, 47.2 METERS (155 FT) NORTHEAST OF THE
 JO0464'HIGHWAY CENTERLINE AND 1.0 METER (3.3 FT) SOUTHEAST OF A TELEPHONE
 JO0464'POLE.
 JO0464'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 JO0464'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0630 ***********************************************************************
 MS0630  DESIGNATION -  W 377 BE CO
 MS0630  PID         -  MS0630
 MS0630  STATE/COUNTY-  UT/BOX ELDER
 MS0630  COUNTRY     -  US
 MS0630  USGS QUAD   -  PARK VALLEY (2017)
 MS0630
 MS0630                         *CURRENT SURVEY CONTROL
 MS0630  ______________________________________________________________________
 MS0630* NAD 83(1986) POSITION- 41 49 03.     (N) 113 18 06.     (W)   SCALED
 MS0630* NAVD 88 ORTHO HEIGHT -  1686.913 (meters)     5534.48  (feet) ADJUSTED
 MS0630  ______________________________________________________________________
 MS0630  GEOID HEIGHT    -        -14.994 (meters)                     GEOID18
 MS0630  DYNAMIC HEIGHT  -       1685.711 (meters)     5530.54  (feet) COMP
 MS0630  MODELED GRAVITY -    979,849.7   (mgal)                       NAVD 88
 MS0630
 MS0630  VERT ORDER      -  FIRST     CLASS II
 MS0630
 MS0630.The horizontal coordinates were scaled from a map and have
 MS0630.an estimated accuracy of +/- 6 seconds.
 MS0630
 MS0630.The orthometric height was determined by differential leveling and
 MS0630.adjusted by the NATIONAL GEODETIC SURVEY
 MS0630.in June 1991.
 MS0630
 MS0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0630.GEOID18 height accuracy estimate available here.
 MS0630
 MS0630.Click photographs - Photos may exist for this station.
 MS0630
 MS0630.The dynamic height is computed by dividing the NAVD 88
 MS0630.geopotential number by the normal gravity value computed on the
 MS0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0630.degrees latitude (g = 980.6199 gals.).
 MS0630
 MS0630.The modeled gravity was interpolated from observed gravity values.
 MS0630
 MS0630;                    North         East    Units  Estimated Accuracy
 MS0630;SPC UT N     - 1,166,380.      350,320.      MT  (+/- 180 meters Scaled)
 MS0630
 MS0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM088320(NAD 83)
 MS0630
 MS0630                          SUPERSEDED SURVEY CONTROL
 MS0630
 MS0630.No superseded survey control is available for this station.
 MS0630
 MS0630_MARKER: I = METAL ROD
 MS0630_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0630_STAMPING: W 377 1984
 MS0630_MARK LOGO: NGS
 MS0630_PROJECTION: FLUSH
 MS0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0630_ROD/PIPE-DEPTH: 4.9 meters
 MS0630
 MS0630  HISTORY     - Date     Condition        Report By
 MS0630  HISTORY     - 1984     MONUMENTED       NGS
 MS0630
 MS0630                          STATION DESCRIPTION
 MS0630
 MS0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0630'1.4 KM (0.9 MI) EAST FROM PARK VALLEY.
 MS0630'1.43 KM (0.89 MI) EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MS0630'PARK VALLEY, AT THE WEST END OF A CUTBANK, IN THE NORTHEAST CORNER OF
 MS0630'THE INTERSECTION OF A DIRT ROAD LEADING NORTHEAST TO A CEMETARY,
 MS0630'0.53 KM (0.33 MI) WEST OF MILEPOST 57, 15.2 METERS (50 FT) SOUTH OF
 MS0630'THE HIGHWAY CENTERLINE, 17.4 METERS (57 FT) EAST OF THE EAST GATE POST
 MS0630'FOR A WIRE GATE, 12.5 METERS (41 FT) SOUTHEAST ACROSS THE FENCE FROM
 MS0630'THE CENTER OF THE DIRT ROAD, 6.4 METERS (21 FT) SOUTHWEST OF A GUY
 MS0630'WIRE ANCHOR, 4.6 METERS (15 FT) NORTHWEST OF A POWER POLE WITH ONE GUY
 MS0630'WIRE AND 1.8 METERS (6 FT) SOUTHEAST OF THE FENCE.
 MS0630'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 MS0630'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0417 ***********************************************************************
 JO0417  DESIGNATION -  W 377 M CO
 JO0417  PID         -  JO0417
 JO0417  STATE/COUNTY-  UT/MILLARD
 JO0417  COUNTRY     -  US
 JO0417  USGS QUAD   -  MORMON GAP (2017)
 JO0417
 JO0417                         *CURRENT SURVEY CONTROL
 JO0417  ______________________________________________________________________
 JO0417* NAD 83(1986) POSITION- 38 41 59.     (N) 113 54 25.     (W)   SCALED
 JO0417* NAVD 88 ORTHO HEIGHT -  1797.163 (meters)     5896.19  (feet) ADJUSTED
 JO0417  ______________________________________________________________________
 JO0417  GEOID HEIGHT    -        -20.812 (meters)                     GEOID18
 JO0417  DYNAMIC HEIGHT  -       1795.274 (meters)     5889.99  (feet) COMP
 JO0417  MODELED GRAVITY -    979,513.2   (mgal)                       NAVD 88
 JO0417
 JO0417  VERT ORDER      -  FIRST     CLASS II
 JO0417
 JO0417.The horizontal coordinates were scaled from a map and have
 JO0417.an estimated accuracy of +/- 6 seconds.
 JO0417
 JO0417.The orthometric height was determined by differential leveling and
 JO0417.adjusted by the NATIONAL GEODETIC SURVEY
 JO0417.in June 1991.
 JO0417
 JO0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0417.GEOID18 height accuracy estimate available here.
 JO0417
 JO0417.Click photographs - Photos may exist for this station.
 JO0417
 JO0417.The dynamic height is computed by dividing the NAVD 88
 JO0417.geopotential number by the normal gravity value computed on the
 JO0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0417.degrees latitude (g = 980.6199 gals.).
 JO0417
 JO0417.The modeled gravity was interpolated from observed gravity values.
 JO0417
 JO0417;                    North         East    Units  Estimated Accuracy
 JO0417;SPC UT C     - 2,043,500.      290,620.      MT  (+/- 180 meters Scaled)
 JO0417
 JO0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH471874(NAD 83)
 JO0417
 JO0417                          SUPERSEDED SURVEY CONTROL
 JO0417
 JO0417.No superseded survey control is available for this station.
 JO0417
 JO0417_MARKER: I = METAL ROD
 JO0417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0417_STAMPING: W 377 1984
 JO0417_MARK LOGO: NGS
 JO0417_PROJECTION: FLUSH
 JO0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0417_ROD/PIPE-DEPTH: 5.2 meters
 JO0417
 JO0417  HISTORY     - Date     Condition        Report By
 JO0417  HISTORY     - 1984     MONUMENTED       NGS
 JO0417
 JO0417                          STATION DESCRIPTION
 JO0417
 JO0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0417'29.1 KM (18.2 MI) SE FROM GARRISON.
 JO0417'29.1 KM (18.2 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0417'OFFICE AT GARRISON, 0.55 KM (0.35 MI) SOUTHEAST OF MILEPOST 19,
 JO0417'0.45 KM (0.3 MI) NORTHWEST OF THE Y JUNCTION OF A TRACK ROAD LEADING
 JO0417'NORTH, 37.9 METERS (124.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE.
 JO0417'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 JO0417'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0442 ***********************************************************************
 JO0442  DESIGNATION -  W 378 B CO
 JO0442  PID         -  JO0442
 JO0442  STATE/COUNTY-  UT/BEAVER
 JO0442  COUNTRY     -  US
 JO0442  USGS QUAD   -  WALLACES PEAK (2017)
 JO0442
 JO0442                         *CURRENT SURVEY CONTROL
 JO0442  ______________________________________________________________________
 JO0442* NAD 83(1986) POSITION- 38 29 45.     (N) 113 28 59.     (W)   SCALED
 JO0442* NAVD 88 ORTHO HEIGHT -  1638.854 (meters)     5376.81  (feet) ADJUSTED
 JO0442  ______________________________________________________________________
 JO0442  GEOID HEIGHT    -        -21.134 (meters)                     GEOID18
 JO0442  DYNAMIC HEIGHT  -       1637.133 (meters)     5371.16  (feet) COMP
 JO0442  MODELED GRAVITY -    979,520.5   (mgal)                       NAVD 88
 JO0442
 JO0442  VERT ORDER      -  FIRST     CLASS II
 JO0442
 JO0442.The horizontal coordinates were scaled from a map and have
 JO0442.an estimated accuracy of +/- 6 seconds.
 JO0442
 JO0442.The orthometric height was determined by differential leveling and
 JO0442.adjusted by the NATIONAL GEODETIC SURVEY
 JO0442.in June 1991.
 JO0442
 JO0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0442.GEOID18 height accuracy estimate available here.
 JO0442
 JO0442.Click photographs - Photos may exist for this station.
 JO0442
 JO0442.The dynamic height is computed by dividing the NAVD 88
 JO0442.geopotential number by the normal gravity value computed on the
 JO0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0442.degrees latitude (g = 980.6199 gals.).
 JO0442
 JO0442.The modeled gravity was interpolated from observed gravity values.
 JO0442
 JO0442;                    North         East    Units  Estimated Accuracy
 JO0442;SPC UT S     - 3,204,850.      327,010.      MT  (+/- 180 meters Scaled)
 JO0442
 JO0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH834637(NAD 83)
 JO0442
 JO0442                          SUPERSEDED SURVEY CONTROL
 JO0442
 JO0442.No superseded survey control is available for this station.
 JO0442
 JO0442_MARKER: I = METAL ROD
 JO0442_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JO0442+WITH SETTING: INFORMATION.
 JO0442_STAMPING: W 378 1984
 JO0442_MARK LOGO: NGS
 JO0442_PROJECTION: FLUSH
 JO0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0442_ROD/PIPE-DEPTH: 1.8 meters
 JO0442
 JO0442  HISTORY     - Date     Condition        Report By
 JO0442  HISTORY     - 1984     MONUMENTED       NGS
 JO0442
 JO0442                          STATION DESCRIPTION
 JO0442
 JO0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0442'44.8 KM (28.0 MI) WEST FROM MILFORD.
 JO0442'44.85 KM (28.0 MI) WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 JO0442'STATE HIGHWAY 257 AT MILFORD, IN THE EAST CORNER OF THE T JUNCTION OF
 JO0442'A DIM TRACK ROAD LEADING NORTHEAST, 0.5 KM (0.3 MI) NORTHWEST OF
 JO0442'MILEPOST 49, 50.6 METERS (166 FT) NORTHEAST OF THE HIGHWAY CENTERLINE
 JO0442'AND 12.2 METERS (40 FT) SOUTHEAST OF THE CENTER OF THE ROAD.  NOTE-ROD
 JO0442'SET TO 6 FEET IMBEDDED REFUSAL.
 JO0442'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 JO0442'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0662 ***********************************************************************
 MS0662  DESIGNATION -  W 378 BE CO
 MS0662  PID         -  MS0662
 MS0662  STATE/COUNTY-  UT/BOX ELDER
 MS0662  COUNTRY     -  US
 MS0662  USGS QUAD   -  BOVINE (2017)
 MS0662
 MS0662                         *CURRENT SURVEY CONTROL
 MS0662  ______________________________________________________________________
 MS0662* NAD 83(1986) POSITION- 41 28 54.     (N) 113 37 44.     (W)   SCALED
 MS0662* NAVD 88 ORTHO HEIGHT -  1409.049 (meters)     4622.85  (feet) ADJUSTED
 MS0662  ______________________________________________________________________
 MS0662  GEOID HEIGHT    -        -16.351 (meters)                     GEOID18
 MS0662  DYNAMIC HEIGHT  -       1408.051 (meters)     4619.58  (feet) COMP
 MS0662  MODELED GRAVITY -    979,866.1   (mgal)                       NAVD 88
 MS0662
 MS0662  VERT ORDER      -  FIRST     CLASS II
 MS0662
 MS0662.The horizontal coordinates were scaled from a map and have
 MS0662.an estimated accuracy of +/- 6 seconds.
 MS0662
 MS0662.The orthometric height was determined by differential leveling and
 MS0662.adjusted by the NATIONAL GEODETIC SURVEY
 MS0662.in June 1991.
 MS0662
 MS0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0662.GEOID18 height accuracy estimate available here.
 MS0662
 MS0662.Click photographs - Photos may exist for this station.
 MS0662
 MS0662.The dynamic height is computed by dividing the NAVD 88
 MS0662.geopotential number by the normal gravity value computed on the
 MS0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0662.degrees latitude (g = 980.6199 gals.).
 MS0662
 MS0662.The modeled gravity was interpolated from observed gravity values.
 MS0662
 MS0662;                    North         East    Units  Estimated Accuracy
 MS0662;SPC UT N     - 1,129,700.      322,220.      MT  (+/- 180 meters Scaled)
 MS0662
 MS0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL805955(NAD 83)
 MS0662
 MS0662                          SUPERSEDED SURVEY CONTROL
 MS0662
 MS0662.No superseded survey control is available for this station.
 MS0662
 MS0662_MARKER: DB = BENCH MARK DISK
 MS0662_SETTING: 66 = SET IN ROCK OUTCROP
 MS0662_STAMPING: W 378 1984
 MS0662_MARK LOGO: NGS
 MS0662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0662+STABILITY: POSITION/ELEVATION WELL
 MS0662
 MS0662  HISTORY     - Date     Condition        Report By
 MS0662  HISTORY     - 1984     MONUMENTED       NGS
 MS0662
 MS0662                          STATION DESCRIPTION
 MS0662
 MS0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0662'51.8 KM (32.2 MI) SW FROM PARK VALLEY.
 MS0662'51.85 KM (32.23 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0662'AT PARK VALLEY, IN TOP OF AND 0.6 METER (2 FT) NORTHEAST OF THE
 MS0662'SOUTHWEST END OF A 4- BY 9-FOOT PORTION OF OUTCROP PROJECTING 1 FOOT
 MS0662'ABOVE THE BOTTOM OF A DITCH NEAR THE APPROXIMATE CENTER OF A CUT,
 MS0662'0.77 KM (0.48 MI) SOUTHWEST OF MILEPOST 24 AND THE T JUNCTION OF A
 MS0662'DIRT ROAD LEADING WEST TO THE RADIO TOWERS, 10.2 METERS (33.5 FT)
 MS0662'NORTHWEST OF THE HIGHWAY CENTERLINE, 57.0 METERS (187 FT) SOUTH OF A
 MS0662'POWER POLE, 42.0 METERS (138 FT) SOUTHWEST OF THE NORTHWEST END OF A
 MS0662'24-INCH CORRUGATED METAL PIPE CULVERT AND 39.6 METERS (130 FT)
 MS0662'NORTHEAST OF THE SOUTHWEST END OF THE CUT.
 MS0662'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 MS0662'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0485 ***********************************************************************
 LN0485  DESIGNATION -  W 379
 LN0485  PID         -  LN0485
 LN0485  STATE/COUNTY-  UT/UINTAH
 LN0485  COUNTRY     -  US
 LN0485  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0485
 LN0485                         *CURRENT SURVEY CONTROL
 LN0485  ______________________________________________________________________
 LN0485* NAD 83(1986) POSITION- 40 38 57.     (N) 109 29 22.     (W)   SCALED
 LN0485* NAVD 88 ORTHO HEIGHT -  2285.289 (meters)     7497.65  (feet) ADJUSTED
 LN0485  ______________________________________________________________________
 LN0485  GEOID HEIGHT    -        -14.720 (meters)                     GEOID18
 LN0485  DYNAMIC HEIGHT  -       2283.057 (meters)     7490.33  (feet) COMP
 LN0485  MODELED GRAVITY -    979,565.5   (mgal)                       NAVD 88
 LN0485
 LN0485  VERT ORDER      -  FIRST     CLASS II
 LN0485
 LN0485.The horizontal coordinates were scaled from a map and have
 LN0485.an estimated accuracy of +/- 6 seconds.
 LN0485
 LN0485.The orthometric height was determined by differential leveling and
 LN0485.adjusted by the NATIONAL GEODETIC SURVEY
 LN0485.in June 1991.
 LN0485
 LN0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0485.GEOID18 height accuracy estimate available here.
 LN0485
 LN0485.Click photographs - Photos may exist for this station.
 LN0485
 LN0485.The dynamic height is computed by dividing the NAVD 88
 LN0485.geopotential number by the normal gravity value computed on the
 LN0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0485.degrees latitude (g = 980.6199 gals.).
 LN0485
 LN0485.The modeled gravity was interpolated from observed gravity values.
 LN0485
 LN0485;                    North         East    Units  Estimated Accuracy
 LN0485;SPC UT C     - 2,259,020.      670,040.      MT  (+/- 180 meters Scaled)
 LN0485
 LN0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL277009(NAD 83)
 LN0485
 LN0485                          SUPERSEDED SURVEY CONTROL
 LN0485
 LN0485.No superseded survey control is available for this station.
 LN0485
 LN0485_MARKER: DV = VERTICAL CONTROL DISK
 LN0485_SETTING: 66 = SET IN ROCK OUTCROP
 LN0485_STAMPING: W 379 1984
 LN0485_MARK LOGO: NGS
 LN0485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0485+STABILITY: POSITION/ELEVATION WELL
 LN0485
 LN0485  HISTORY     - Date     Condition        Report By
 LN0485  HISTORY     - 1984     MONUMENTED       NGS
 LN0485
 LN0485                          STATION DESCRIPTION
 LN0485
 LN0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0485'27.8 KM (17.25 MI) NORT FROM VERNAL.
 LN0485'27.8 KM (17.25 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0485'WITH U.S. HIGHWAY 40 IN VERNAL, SET IN THE SOUTHERN 1/4 OF A 2 BY 14
 LN0485'FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, IN A HIGHWAY CUT, 0.3 KM
 LN0485'(0.2 MI) NORTH OF A CATTLE GUARD AND THE ENTRANCE TO THE ASHLEY
 LN0485'NATIONAL FOREST, 166.5 M (546.3 FT) NORTH OF MILEPOST 218, AND 5.8 M
 LN0485'(19.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 LN0485'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LN0485'THE MARK IS 1.9 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0318 ***********************************************************************
 KO0318  DESIGNATION -  W 38
 KO0318  PID         -  KO0318
 KO0318  STATE/COUNTY-  UT/MILLARD
 KO0318  COUNTRY     -  US
 KO0318  USGS QUAD   -  MARJUM PASS (2017)
 KO0318
 KO0318                         *CURRENT SURVEY CONTROL
 KO0318  ______________________________________________________________________
 KO0318* NAD 83(1986) POSITION- 39 15 18.     (N) 113 17 41.     (W)   SCALED
 KO0318* NAVD 88 ORTHO HEIGHT -  1745.150 (meters)     5725.55  (feet) ADJUSTED
 KO0318  ______________________________________________________________________
 KO0318  GEOID HEIGHT    -        -19.710 (meters)                     GEOID18
 KO0318  DYNAMIC HEIGHT  -       1743.419 (meters)     5719.87  (feet) COMP
 KO0318  MODELED GRAVITY -    979,573.2   (mgal)                       NAVD 88
 KO0318
 KO0318  VERT ORDER      -  SECOND    CLASS 0
 KO0318
 KO0318.The horizontal coordinates were scaled from a map and have
 KO0318.an estimated accuracy of +/- 6 seconds.
 KO0318
 KO0318.The orthometric height was determined by differential leveling and
 KO0318.adjusted by the NATIONAL GEODETIC SURVEY
 KO0318.in June 1991.
 KO0318
 KO0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0318.GEOID18 height accuracy estimate available here.
 KO0318
 KO0318.Click photographs - Photos may exist for this station.
 KO0318
 KO0318.The dynamic height is computed by dividing the NAVD 88
 KO0318.geopotential number by the normal gravity value computed on the
 KO0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0318.degrees latitude (g = 980.6199 gals.).
 KO0318
 KO0318.The modeled gravity was interpolated from observed gravity values.
 KO0318
 KO0318;                    North         East    Units  Estimated Accuracy
 KO0318;SPC UT C     - 2,103,880.      345,110.      MT  (+/- 180 meters Scaled)
 KO0318
 KO0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ020475(NAD 83)
 KO0318
 KO0318                          SUPERSEDED SURVEY CONTROL
 KO0318
 KO0318  NGVD 29 (??/??/92) 1743.959  (m)         5721.64   (f) ADJ UNCH    2 0
 KO0318
 KO0318.Superseded values are not recommended for survey control.
 KO0318
 KO0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0318.See file dsdata.pdf to determine how the superseded data were derived.
 KO0318
 KO0318_MARKER: DB = BENCH MARK DISK
 KO0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0318_STAMPING: W-38 1934
 KO0318_MARK LOGO: CGS
 KO0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0318+STABILITY: SURFACE MOTION
 KO0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0318+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2021
 KO0318
 KO0318  HISTORY     - Date     Condition        Report By
 KO0318  HISTORY     - 1934     MONUMENTED       CGS
 KO0318  HISTORY     - 1958     GOOD             USGS
 KO0318  HISTORY     - 20210623 GOOD             NGSTM
 KO0318
 KO0318                          STATION DESCRIPTION
 KO0318
 KO0318'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 KO0318'33.4 MI W FROM HINCKLEY.
 KO0318'33.4 MILES WEST ALONG OLD U.S. HIGHWAY 6 FROM HINCKLEY, MILLARD
 KO0318'COUNTY, 40 FEET NORTHWEST OF THE FOOT OF A LARGE ROUND HILL, AND 45
 KO0318'FEET SOUTH OF THE CENTER LINE OF HIGHWAY.  A STANDARD DISK STAMPED
 KO0318'W-38 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KO0318
 KO0318                          STATION RECOVERY (2021)
 KO0318
 KO0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2021 (DW)
 KO0318'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0606 ***********************************************************************
 MS0606  DESIGNATION -  W 380
 MS0606  PID         -  MS0606
 MS0606  STATE/COUNTY-  UT/BOX ELDER
 MS0606  COUNTRY     -  US
 MS0606  USGS QUAD   -  MONUMENT POINT (2017)
 MS0606
 MS0606                         *CURRENT SURVEY CONTROL
 MS0606  ______________________________________________________________________
 MS0606* NAD 83(1986) POSITION- 41 42 18.     (N) 112 51 20.     (W)   SCALED
 MS0606* NAVD 88 ORTHO HEIGHT -  1291.492 (meters)     4237.17  (feet) ADJUSTED
 MS0606  ______________________________________________________________________
 MS0606  GEOID HEIGHT    -        -15.694 (meters)                     GEOID18
 MS0606  DYNAMIC HEIGHT  -       1290.648 (meters)     4234.40  (feet) COMP
 MS0606  MODELED GRAVITY -    979,924.4   (mgal)                       NAVD 88
 MS0606
 MS0606  VERT ORDER      -  FIRST     CLASS II
 MS0606
 MS0606.The horizontal coordinates were scaled from a map and have
 MS0606.an estimated accuracy of +/- 6 seconds.
 MS0606
 MS0606.The orthometric height was determined by differential leveling and
 MS0606.adjusted by the NATIONAL GEODETIC SURVEY
 MS0606.in June 1991.
 MS0606
 MS0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0606.GEOID18 height accuracy estimate available here.
 MS0606
 MS0606.Click photographs - Photos may exist for this station.
 MS0606
 MS0606.The dynamic height is computed by dividing the NAVD 88
 MS0606.geopotential number by the normal gravity value computed on the
 MS0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0606.degrees latitude (g = 980.6199 gals.).
 MS0606
 MS0606.The modeled gravity was interpolated from observed gravity values.
 MS0606
 MS0606;                    North         East    Units  Estimated Accuracy
 MS0606;SPC UT N     - 1,153,210.      387,180.      MT  (+/- 180 meters Scaled)
 MS0606
 MS0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM456186(NAD 83)
 MS0606
 MS0606                          SUPERSEDED SURVEY CONTROL
 MS0606
 MS0606.No superseded survey control is available for this station.
 MS0606
 MS0606_MARKER: DB = BENCH MARK DISK
 MS0606_SETTING: 66 = SET IN ROCK OUTCROP
 MS0606_STAMPING: W 380 1984
 MS0606_MARK LOGO: NGS
 MS0606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0606+STABILITY: POSITION/ELEVATION WELL
 MS0606
 MS0606  HISTORY     - Date     Condition        Report By
 MS0606  HISTORY     - 1984     MONUMENTED       NGS
 MS0606
 MS0606                          STATION DESCRIPTION
 MS0606
 MS0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0606'33.2 KM (20.6 MI) NW FROM PROMONTORY.
 MS0606'1.58 KM (0.98 MI) NORTH ALONG A PAVED ROAD FROM THE GOLDEN SPIKE
 MS0606'MONUMENT IN PROMONTORY, THENCE 31.58 KM (19.62 MI) WEST ALONG A GRAVEL
 MS0606'ROAD, IN TOP OF A PROMINENT POINT OF OUTCROP AT THE T JUNCTION OF A
 MS0606'DIRT ROAD LEADING WEST ACROSS A SAGEBRUSH FLAT, 28.7 METERS (94 FT)
 MS0606'NORTH OF THE CENTER OF THE ROAD, 14.0 METERS (64 FT) WEST OF THE
 MS0606'EXTENDED CENTER OF THE DIRT ROAD, 35.6 METERS (117 FT) NORTHWEST OF
 MS0606'THE NORTH END OF A CATTLE GUARD, 3.7 METERS (12 FT) SOUTHWEST OF A
 MS0606'FENCE AND 5.5 METERS (18 FT) NORTH OF THE SOUTH END OF THE OUTCROP
 MS0606'POINT.
 MS0606'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 MS0606'THE MARK IS 1.5 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AE4647 ***********************************************************************
 AE4647  DESIGNATION -  W 383
 AE4647  PID         -  AE4647
 AE4647  STATE/COUNTY-  UT/SALT LAKE
 AE4647  COUNTRY     -  US
 AE4647  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 AE4647
 AE4647                         *CURRENT SURVEY CONTROL
 AE4647  ______________________________________________________________________
 AE4647* NAD 83(1986) POSITION- 40 42 56.82   (N) 111 54 24.24   (W)   HD_HELD1
 AE4647* NAVD 88 ORTHO HEIGHT -  1291.370 (meters)     4236.77  (feet) ADJUSTED
 AE4647  ______________________________________________________________________
 AE4647  GEOID HEIGHT    -        -17.002 (meters)                     GEOID18
 AE4647  DYNAMIC HEIGHT  -       1290.336 (meters)     4233.38  (feet) COMP
 AE4647  MODELED GRAVITY -    979,780.4   (mgal)                       NAVD 88
 AE4647
 AE4647  VERT ORDER      -  FIRST     CLASS II
 AE4647
 AE4647.The horizontal coordinates were determined by differentially corrected
 AE4647.hand held GPS observations or other comparable positioning techniques
 AE4647.and have an estimated accuracy of +/- 3 meters.
 AE4647
 AE4647.The orthometric height was determined by differential leveling and
 AE4647.adjusted by the NATIONAL GEODETIC SURVEY
 AE4647.in July 2002.
 AE4647
 AE4647.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4647.GEOID18 height accuracy estimate available here.
 AE4647
 AE4647.Click photographs - Photos may exist for this station.
 AE4647
 AE4647.The dynamic height is computed by dividing the NAVD 88
 AE4647.geopotential number by the normal gravity value computed on the
 AE4647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4647.degrees latitude (g = 980.6199 gals.).
 AE4647
 AE4647.The modeled gravity was interpolated from observed gravity values.
 AE4647
 AE4647;                    North         East    Units  Estimated Accuracy
 AE4647;SPC UT C     - 2,264,586.9     465,632.4     MT  (+/- 3 meters HH1 GPS) 
 AE4647
 AE4647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2341507602(NAD 83)
 AE4647
 AE4647                          SUPERSEDED SURVEY CONTROL
 AE4647
 AE4647.No superseded survey control is available for this station.
 AE4647
 AE4647_MARKER: I = METAL ROD
 AE4647_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4647_STAMPING: W 383 1997
 AE4647_MARK LOGO: NGS
 AE4647_PROJECTION: FLUSH
 AE4647_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4647+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4647_ROD/PIPE-DEPTH: 20.8 meters
 AE4647_SLEEVE-DEPTH  : 0.9 meters
 AE4647
 AE4647  HISTORY     - Date     Condition        Report By
 AE4647  HISTORY     - 1997     MONUMENTED       NGS
 AE4647
 AE4647                          STATION DESCRIPTION
 AE4647
 AE4647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4647'IN SOUTH SALT LAKE CITY, 22.9 M (75.1 FT) SOUTHWEST OF THE SOUTHWEST
 AE4647'CORNER OF THE EUROPEAN MARBLE AND GRANITE COMPANY AT 2575 SOUTH 600
 AE4647'WEST STREET, 16.6 M (54.5 FT) EAST OF THE STREET CENTER, 11.7 M (38.4
 AE4647'FT) SOUTH OF THE CENTER OF A DRIVEWAY, 6.3 M (20.7 FT) EAST OF THE
 AE4647'SOUTHEAST CORNER OF AN UNDERGROUND CABLE JUNCTION BOX, 0.6 M (2.0 FT)
 AE4647'WEST OF THE SOUTHWEST CORNER OF A PARKING LOT, AND 0.3 M (1.0 FT)
 AE4647'ABOVE THE LEVEL OF THE STREET.  NOTE--ACCESS TO THE DATUM POINT IS
 AE4647'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DOES NOT MEET THE
 AE4647'SPECIFICATIONS FOR A CLASS A MARK.  THE MARK IS ON PROPERTY OWNED BY
 AE4647'EUROPEAN MARBLE AND GRANITE COMPANY, 2575 SOUTH 600 WEST STREET, SOUTH
 AE4647'SALT LAKE CITY, UT 84115, TELEPHONE NUMBER (801) 974-0333.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0439 ***********************************************************************
 LN0439  DESIGNATION -  W 385
 LN0439  PID         -  LN0439
 LN0439  STATE/COUNTY-  UT/DAGGETT
 LN0439  COUNTRY     -  US
 LN0439  USGS QUAD   -  MANILA (2017)
 LN0439
 LN0439                         *CURRENT SURVEY CONTROL
 LN0439  ______________________________________________________________________
 LN0439* NAD 83(1986) POSITION- 40 53 30.     (N) 109 43 19.     (W)   SCALED
 LN0439* NAVD 88 ORTHO HEIGHT -  2290.273 (meters)     7514.00  (feet) ADJUSTED
 LN0439  ______________________________________________________________________
 LN0439  GEOID HEIGHT    -        -13.324 (meters)                     GEOID18
 LN0439  DYNAMIC HEIGHT  -       2288.082 (meters)     7506.82  (feet) COMP
 LN0439  MODELED GRAVITY -    979,584.5   (mgal)                       NAVD 88
 LN0439
 LN0439  VERT ORDER      -  FIRST     CLASS II
 LN0439
 LN0439.The horizontal coordinates were scaled from a map and have
 LN0439.an estimated accuracy of +/- 6 seconds.
 LN0439
 LN0439.The orthometric height was determined by differential leveling and
 LN0439.adjusted by the NATIONAL GEODETIC SURVEY
 LN0439.in June 1991.
 LN0439
 LN0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0439.GEOID18 height accuracy estimate available here.
 LN0439
 LN0439.Click photographs - Photos may exist for this station.
 LN0439
 LN0439.The dynamic height is computed by dividing the NAVD 88
 LN0439.geopotential number by the normal gravity value computed on the
 LN0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0439.degrees latitude (g = 980.6199 gals.).
 LN0439
 LN0439.The modeled gravity was interpolated from observed gravity values.
 LN0439
 LN0439;                    North         East    Units  Estimated Accuracy
 LN0439;SPC UT N     - 1,063,540.      649,830.      MT  (+/- 180 meters Scaled)
 LN0439
 LN0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL076275(NAD 83)
 LN0439
 LN0439                          SUPERSEDED SURVEY CONTROL
 LN0439
 LN0439.No superseded survey control is available for this station.
 LN0439
 LN0439_MARKER: DV = VERTICAL CONTROL DISK
 LN0439_SETTING: 66 = SET IN ROCK OUTCROP
 LN0439_STAMPING: W 385 1984
 LN0439_MARK LOGO: NGS
 LN0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0439+STABILITY: POSITION/ELEVATION WELL
 LN0439
 LN0439  HISTORY     - Date     Condition        Report By
 LN0439  HISTORY     - 1984     MONUMENTED       NGS
 LN0439
 LN0439                          STATION DESCRIPTION
 LN0439
 LN0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0439'19.7 KM (12.25 MI) SOUT FROM MANILA.
 LN0439'19.7 KM (12.25 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0439'WITH STATE HIGHWAY 43 IN MANILA, 2.1 KM (1.3 MI) SOUTH FROM A PAVED
 LN0439'ROAD LEADING TO A VIEW AREA, SET VERTICALLY IN THE EAST FACE IF AN
 LN0439'EXPOSED AREA OF BEDROCK NEAR THE SOUTH END OF A HIGHWAY CUT, O.5 M
 LN0439'(0.3 MI) SOUTHWEST OF MILEPOST 16, 56.0 M (183.7 FT) NORTH OF THE
 LN0439'SOUTH END OF THE CUT, 19.8 M (65.0 FT) WEST OF THE NORTH END OF A
 LN0439'GUARD RAIL, AND 10.4 M (34.1 FT) WEST OF THE CENTERLINE OF THE
 LN0439'HIGHWAY.
 LN0439'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST
 LN0439'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0461 ***********************************************************************
 LN0461  DESIGNATION -  W 386
 LN0461  PID         -  LN0461
 LN0461  STATE/COUNTY-  UT/DAGGETT
 LN0461  COUNTRY     -  US
 LN0461  USGS QUAD   -  MOUNT LENA (2017)
 LN0461
 LN0461                         *CURRENT SURVEY CONTROL
 LN0461  ______________________________________________________________________
 LN0461* NAD 83(1986) POSITION- 40 51 42.4    (N) 109 28 38.1    (W)   HD_HELD2
 LN0461* NAVD 88 ORTHO HEIGHT -  2294.929 (meters)     7529.28  (feet) ADJUSTED
 LN0461  ______________________________________________________________________
 LN0461  GEOID HEIGHT    -        -13.710 (meters)                     GEOID18
 LN0461  DYNAMIC HEIGHT  -       2292.780 (meters)     7522.23  (feet) COMP
 LN0461  MODELED GRAVITY -    979,604.2   (mgal)                       NAVD 88
 LN0461
 LN0461  VERT ORDER      -  FIRST     CLASS II
 LN0461
 LN0461.The horizontal coordinates were established by autonomous hand held GPS
 LN0461.observations and have an estimated accuracy of +/- 10 meters.
 LN0461
 LN0461.The orthometric height was determined by differential leveling and
 LN0461.adjusted by the NATIONAL GEODETIC SURVEY
 LN0461.in June 1991.
 LN0461
 LN0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0461.GEOID18 height accuracy estimate available here.
 LN0461
 LN0461.Click photographs - Photos may exist for this station.
 LN0461
 LN0461.The dynamic height is computed by dividing the NAVD 88
 LN0461.geopotential number by the normal gravity value computed on the
 LN0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0461.degrees latitude (g = 980.6199 gals.).
 LN0461
 LN0461.The modeled gravity was interpolated from observed gravity values.
 LN0461
 LN0461;                    North         East    Units  Estimated Accuracy
 LN0461;SPC UT N     - 1,060,668.      670,521.      MT  (+/- 10 meters HH2 GPS)
 LN0461
 LN0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL2833424529(NAD 83)
 LN0461
 LN0461                          SUPERSEDED SURVEY CONTROL
 LN0461
 LN0461.No superseded survey control is available for this station.
 LN0461
 LN0461_MARKER: DV = VERTICAL CONTROL DISK
 LN0461_SETTING: 66 = SET IN ROCK OUTCROP
 LN0461_STAMPING: W 386 1984
 LN0461_MARK LOGO: NGS
 LN0461_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0461+STABILITY: POSITION/ELEVATION WELL
 LN0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LN0461+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 LN0461
 LN0461  HISTORY     - Date     Condition        Report By
 LN0461  HISTORY     - 1984     MONUMENTED       NGS
 LN0461  HISTORY     - 20060520 GOOD             GEOCAC
 LN0461
 LN0461                          STATION DESCRIPTION
 LN0461
 LN0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0461'44.9 KM (27.85 MI) SOUT FROM MANILA.
 LN0461'44.3 KM (27.5 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0461'WITH STATE HIGHWAY 43 IN MANILA, THENCE 0.6 KM (0.35 MI) SOUTHERLY
 LN0461'ALONG U.S. HIGHWAY 191, SET IN THE SOUTHEAST END OF A 3 BY 10 FOOT
 LN0461'EXPOSED AREA OF OUTCROPPING BEDROCK, 0.4 KM (0.25 MI) NORTHWEST OF
 LN0461'MILEPOST 235, AND 17.4 M (57.1 FT) SOUTH OF THE CENTERLINE OF THE
 LN0461'SOUTHEAST BOUND LANES OF THE HIGHWAY.
 LN0461'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LN0461'THE MARK IS 1.6 M BELOW THE HIGHWAY.
 LN0461
 LN0461                          STATION RECOVERY (2006)
 LN0461
 LN0461'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LN0461'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0061 ***********************************************************************
 KN0061  DESIGNATION -  W 39
 KN0061  PID         -  KN0061
 KN0061  STATE/COUNTY-  UT/EMERY
 KN0061  COUNTRY     -  US
 KN0061  USGS QUAD   -  BOB HILL KNOLL (2017)
 KN0061
 KN0061                         *CURRENT SURVEY CONTROL
 KN0061  ______________________________________________________________________
 KN0061* NAD 83(1986) POSITION- 39 10 39.     (N) 110 43 50.     (W)   SCALED
 KN0061* NAVD 88 ORTHO HEIGHT -  1722.458 (meters)     5651.10  (feet) ADJUSTED
 KN0061  ______________________________________________________________________
 KN0061  GEOID HEIGHT    -        -18.158 (meters)                     GEOID18
 KN0061  DYNAMIC HEIGHT  -       1720.711 (meters)     5645.37  (feet) COMP
 KN0061  MODELED GRAVITY -    979,552.2   (mgal)                       NAVD 88
 KN0061
 KN0061  VERT ORDER      -  SECOND    CLASS 0
 KN0061
 KN0061.The horizontal coordinates were scaled from a map and have
 KN0061.an estimated accuracy of +/- 6 seconds.
 KN0061
 KN0061.The orthometric height was determined by differential leveling and
 KN0061.adjusted by the NATIONAL GEODETIC SURVEY
 KN0061.in June 1991.
 KN0061
 KN0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0061.GEOID18 height accuracy estimate available here.
 KN0061
 KN0061.Click photographs - Photos may exist for this station.
 KN0061
 KN0061.The dynamic height is computed by dividing the NAVD 88
 KN0061.geopotential number by the normal gravity value computed on the
 KN0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0061.degrees latitude (g = 980.6199 gals.).
 KN0061
 KN0061.The modeled gravity was interpolated from observed gravity values.
 KN0061
 KN0061;                    North         East    Units  Estimated Accuracy
 KN0061;SPC UT C     - 2,094,010.      566,480.      MT  (+/- 180 meters Scaled)
 KN0061
 KN0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ232365(NAD 83)
 KN0061
 KN0061                          SUPERSEDED SURVEY CONTROL
 KN0061
 KN0061  NGVD 29 (??/??/92) 1721.380  (m)         5647.56   (f) ADJ UNCH    2 0
 KN0061
 KN0061.Superseded values are not recommended for survey control.
 KN0061
 KN0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0061.See file dsdata.pdf to determine how the superseded data were derived.
 KN0061
 KN0061_MARKER: DB = BENCH MARK DISK
 KN0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0061_STAMPING: W 39 1934
 KN0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0061+STABILITY: SURFACE MOTION
 KN0061
 KN0061  HISTORY     - Date     Condition        Report By
 KN0061  HISTORY     - 1934     MONUMENTED       CGS
 KN0061  HISTORY     - 1969     MARK NOT FOUND   USGS
 KN0061
 KN0061                          STATION DESCRIPTION
 KN0061
 KN0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0061'17.5 MI E FROM CASTLE DALE.
 KN0061'ABOUT 17.5 MILES EAST ALONG THE TRAIL TO GREEN RIVER FROM THE
 KN0061'COURTHOUSE AT CASTLE DALE, EMERY COUNTY, AT THE EXTREME SOUTH END OF
 KN0061'BUCK HORN FLAT, AT THE FOOT OF A MOUNTAIN, 10 FEET NORTH OF THE CENTER
 KN0061'LINE OF THE TRAIL, AND MARKED BY A VERTICAL 2- BY 4-INCH STAKE PAINTED
 KN0061'WHITE.  A STANDARD DISK, STAMPED W 39 1934 AND SET IN THE TOP OF A
 KN0061'CONCRETE POST.
 KN0061
 KN0061                          STATION RECOVERY (1969)
 KN0061
 KN0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KN0061'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0223 ***********************************************************************
 JO0223  DESIGNATION -  W 4
 JO0223  PID         -  JO0223
 JO0223  STATE/COUNTY-  UT/MILLARD
 JO0223  COUNTRY     -  US
 JO0223  USGS QUAD   -  BLACK ROCK (2017)
 JO0223
 JO0223                         *CURRENT SURVEY CONTROL
 JO0223  ______________________________________________________________________
 JO0223* NAD 83(1986) POSITION- 38 42 55.9    (N) 112 58 04.4    (W)   HD_HELD2
 JO0223* NAVD 88 ORTHO HEIGHT -  1480.253 (meters)     4856.46  (feet) ADJUSTED
 JO0223  ______________________________________________________________________
 JO0223  GEOID HEIGHT    -        -20.364 (meters)                     GEOID18
 JO0223  DYNAMIC HEIGHT  -       1478.797 (meters)     4851.69  (feet) COMP
 JO0223  MODELED GRAVITY -    979,592.6   (mgal)                       NAVD 88
 JO0223
 JO0223  VERT ORDER      -  FIRST     CLASS I
 JO0223
 JO0223.The horizontal coordinates were established by autonomous hand held GPS
 JO0223.observations and have an estimated accuracy of +/- 10 meters.
 JO0223
 JO0223.The orthometric height was determined by differential leveling and
 JO0223.adjusted by the NATIONAL GEODETIC SURVEY
 JO0223.in June 1991.
 JO0223
 JO0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0223.GEOID18 height accuracy estimate available here.
 JO0223
 JO0223.Click photographs - Photos may exist for this station.
 JO0223
 JO0223.The dynamic height is computed by dividing the NAVD 88
 JO0223.geopotential number by the normal gravity value computed on the
 JO0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0223.degrees latitude (g = 980.6199 gals.).
 JO0223
 JO0223.The modeled gravity was interpolated from observed gravity values.
 JO0223
 JO0223;                    North         East    Units  Estimated Accuracy
 JO0223;SPC UT C     - 2,043,480.      372,329.      MT  (+/- 10 meters HH2 GPS)
 JO0223
 JO0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH2890987047(NAD 83)
 JO0223
 JO0223                          SUPERSEDED SURVEY CONTROL
 JO0223
 JO0223  NGVD 29 (??/??/92) 1479.186  (m)         4852.96   (f) ADJ UNCH    1 1
 JO0223
 JO0223.Superseded values are not recommended for survey control.
 JO0223
 JO0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0223.See file dsdata.pdf to determine how the superseded data were derived.
 JO0223
 JO0223_MARKER: DB = BENCH MARK DISK
 JO0223_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0223_SP_SET: CULVERT HEADWALL
 JO0223_STAMPING: ELEV. 4852.963 FT.
 JO0223_MARK LOGO: CGS
 JO0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0223+STABILITY: SURFACE MOTION
 JO0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0223+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2012
 JO0223
 JO0223  HISTORY     - Date     Condition        Report By
 JO0223  HISTORY     - 1908     MONUMENTED       CGS
 JO0223  HISTORY     - 1970     GOOD             NGS
 JO0223  HISTORY     - 20120229 GOOD             GEOCAC
 JO0223
 JO0223                          STATION DESCRIPTION
 JO0223
 JO0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0223'IN BLACK ROCK.
 JO0223'AT BLACK ROCK, ALONG THE UNION PACIFIC RAILROAD, 163 FEET SOUTH OF THE
 JO0223'SOUTHWEST CORNER OF THE STATION, 0.1 MILE SOUTH OF THE CROSSING OF A
 JO0223'GRAVELED ROAD, 3 1/2 POLES SOUTH OF MILEPOLE 599.50, IN THE TOP AND
 JO0223'1.6 FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF
 JO0223'CULVERT 599.40, 16.6 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, AND
 JO0223'ABOUT 1/2 FOOT LOWER THAN THE TRACK.
 JO0223
 JO0223                          STATION RECOVERY (2012)
 JO0223
 JO0223'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 JO0223'MARK IS ABOUT SIXTY FEET NORTH NORTHEAST OF X 4.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0121 ***********************************************************************
 JN0121  DESIGNATION -  W 40
 JN0121  PID         -  JN0121
 JN0121  STATE/COUNTY-  UT/EMERY
 JN0121  COUNTRY     -  US
 JN0121  USGS QUAD   -  EMERY EAST (2017)
 JN0121
 JN0121                         *CURRENT SURVEY CONTROL
 JN0121  ______________________________________________________________________
 JN0121* NAD 83(1986) POSITION- 38 56 56.     (N) 111 12 44.     (W)   SCALED
 JN0121* NAVD 88 ORTHO HEIGHT -  1899.810 (meters)     6232.96  (feet) ADJUSTED
 JN0121  ______________________________________________________________________
 JN0121  GEOID HEIGHT    -        -17.662 (meters)                     GEOID18
 JN0121  DYNAMIC HEIGHT  -       1897.778 (meters)     6226.29  (feet) COMP
 JN0121  MODELED GRAVITY -    979,490.9   (mgal)                       NAVD 88
 JN0121
 JN0121  VERT ORDER      -  SECOND    CLASS 0
 JN0121
 JN0121.The horizontal coordinates were scaled from a map and have
 JN0121.an estimated accuracy of +/- 6 seconds.
 JN0121
 JN0121.The orthometric height was determined by differential leveling and
 JN0121.adjusted by the NATIONAL GEODETIC SURVEY
 JN0121.in June 1991.
 JN0121
 JN0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0121.GEOID18 height accuracy estimate available here.
 JN0121
 JN0121.Click photographs - Photos may exist for this station.
 JN0121
 JN0121.The dynamic height is computed by dividing the NAVD 88
 JN0121.geopotential number by the normal gravity value computed on the
 JN0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0121.degrees latitude (g = 980.6199 gals.).
 JN0121
 JN0121.The modeled gravity was interpolated from observed gravity values.
 JN0121
 JN0121;                    North         East    Units  Estimated Accuracy
 JN0121;SPC UT C     - 2,068,380.      524,950.      MT  (+/- 180 meters Scaled)
 JN0121
 JN0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ816111(NAD 83)
 JN0121
 JN0121                          SUPERSEDED SURVEY CONTROL
 JN0121
 JN0121  NGVD 29 (??/??/92) 1898.628  (m)         6229.08   (f) ADJ UNCH    2 0
 JN0121
 JN0121.Superseded values are not recommended for survey control.
 JN0121
 JN0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0121.See file dsdata.pdf to determine how the superseded data were derived.
 JN0121
 JN0121_MARKER: DB = BENCH MARK DISK
 JN0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0121_STAMPING: W 40 1934
 JN0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0121+STABILITY: SURFACE MOTION
 JN0121
 JN0121  HISTORY     - Date     Condition        Report By
 JN0121  HISTORY     - 1934     MONUMENTED       CGS
 JN0121
 JN0121                          STATION DESCRIPTION
 JN0121
 JN0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0121'2.8 MI N FROM EMERY.
 JN0121'ABOUT 2.8 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE PUBLIC SCHOOL AT
 JN0121'EMERY, EMERY COUNTY, UNDER A POWER-TRANSMISSION LINE, ABOUT 100 FEET
 JN0121'NORTH OF A FENCE CORNER AND AN IRRIGATION DITCH, AND 33 FEET WEST OF
 JN0121'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED W 40 1934
 JN0121'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0276 ***********************************************************************
 KN0276  DESIGNATION -  W 41
 KN0276  PID         -  KN0276
 KN0276  STATE/COUNTY-  UT/SANPETE
 KN0276  COUNTRY     -  US
 KN0276  USGS QUAD   -  EPHRAIM (2017)
 KN0276
 KN0276                         *CURRENT SURVEY CONTROL
 KN0276  ______________________________________________________________________
 KN0276* NAD 83(1986) POSITION- 39 20 30.6    (N) 111 33 02.5    (W)   HD_HELD2
 KN0276* NAVD 88 ORTHO HEIGHT -  1853.702 (meters)     6081.69  (feet) ADJUSTED
 KN0276  ______________________________________________________________________
 KN0276  GEOID HEIGHT    -        -17.129 (meters)                     GEOID18
 KN0276  DYNAMIC HEIGHT  -       1851.759 (meters)     6075.31  (feet) COMP
 KN0276  MODELED GRAVITY -    979,513.6   (mgal)                       NAVD 88
 KN0276
 KN0276  VERT ORDER      -  SECOND    CLASS 0
 KN0276
 KN0276.The horizontal coordinates were established by autonomous hand held GPS
 KN0276.observations and have an estimated accuracy of +/- 10 meters.
 KN0276
 KN0276.The orthometric height was determined by differential leveling and
 KN0276.adjusted by the NATIONAL GEODETIC SURVEY
 KN0276.in June 1991.
 KN0276
 KN0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0276.GEOID18 height accuracy estimate available here.
 KN0276
 KN0276.Click photographs - Photos may exist for this station.
 KN0276
 KN0276.The dynamic height is computed by dividing the NAVD 88
 KN0276.geopotential number by the normal gravity value computed on the
 KN0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0276.degrees latitude (g = 980.6199 gals.).
 KN0276
 KN0276.The modeled gravity was interpolated from observed gravity values.
 KN0276
 KN0276;                    North         East    Units  Estimated Accuracy
 KN0276;SPC UT C     - 2,111,964.      495,630.      MT  (+/- 10 meters HH2 GPS)
 KN0276
 KN0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ5254454855(NAD 83)
 KN0276
 KN0276                          SUPERSEDED SURVEY CONTROL
 KN0276
 KN0276  NGVD 29 (??/??/92) 1852.495  (m)         6077.73   (f) ADJ UNCH    2 0
 KN0276
 KN0276.Superseded values are not recommended for survey control.
 KN0276
 KN0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0276.See file dsdata.pdf to determine how the superseded data were derived.
 KN0276
 KN0276_MARKER: DB = BENCH MARK DISK
 KN0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0276_STAMPING: W 41 1934
 KN0276_MARK LOGO: CGS
 KN0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0276+STABILITY: SURFACE MOTION
 KN0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0276+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2012
 KN0276
 KN0276  HISTORY     - Date     Condition        Report By
 KN0276  HISTORY     - 1934     MONUMENTED       CGS
 KN0276  HISTORY     - 20121120 GOOD             INDIV
 KN0276
 KN0276                          STATION DESCRIPTION
 KN0276
 KN0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0276'3.3 MI E FROM EPHRAIM.
 KN0276'ABOUT 3.3 MILES EAST ALONG STATE HIGHWAY 29 FROM THE BANK OF EPHRAIM
 KN0276'AT EPHRAIM, SANPETE COUNTY, ALONG A RIVER AND A ROW OF POLES,
 KN0276'SOUTHWEST OF A LARGE FIGURE S IN THE MOUNTAIN SIDE, 29 FEET SOUTH OF
 KN0276'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE
 KN0276'HIGHWAY.  A STANDARD DISK, STAMPED W 41 1934 AND SET IN THE TOP OF A
 KN0276'CONCRETE POST.
 KN0276
 KN0276                          STATION RECOVERY (2012)
 KN0276
 KN0276'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (RCW)
 KN0276'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0186 ***********************************************************************
 KN0186  DESIGNATION -  W 42
 KN0186  PID         -  KN0186
 KN0186  STATE/COUNTY-  UT/SANPETE
 KN0186  COUNTRY     -  US
 KN0186  USGS QUAD   -  MOUNT PLEASANT (2017)
 KN0186
 KN0186                         *CURRENT SURVEY CONTROL
 KN0186  ______________________________________________________________________
 KN0186* NAD 83(1986) POSITION- 39 32 20.     (N) 111 28 15.     (W)   SCALED
 KN0186* NAVD 88 ORTHO HEIGHT -  1775.398 (meters)     5824.78  (feet) ADJUSTED
 KN0186  ______________________________________________________________________
 KN0186  GEOID HEIGHT    -        -17.061 (meters)                     GEOID18
 KN0186  DYNAMIC HEIGHT  -       1773.596 (meters)     5818.87  (feet) COMP
 KN0186  MODELED GRAVITY -    979,549.0   (mgal)                       NAVD 88
 KN0186
 KN0186  VERT ORDER      -  SECOND    CLASS 0
 KN0186
 KN0186.The horizontal coordinates were scaled from a map and have
 KN0186.an estimated accuracy of +/- 6 seconds.
 KN0186
 KN0186.The orthometric height was determined by differential leveling and
 KN0186.adjusted by the NATIONAL GEODETIC SURVEY
 KN0186.in June 1991.
 KN0186
 KN0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0186.GEOID18 height accuracy estimate available here.
 KN0186
 KN0186.Click photographs - Photos may exist for this station.
 KN0186
 KN0186.The dynamic height is computed by dividing the NAVD 88
 KN0186.geopotential number by the normal gravity value computed on the
 KN0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0186.degrees latitude (g = 980.6199 gals.).
 KN0186
 KN0186.The modeled gravity was interpolated from observed gravity values.
 KN0186
 KN0186;                    North         East    Units  Estimated Accuracy
 KN0186;SPC UT C     - 2,133,840.      502,510.      MT  (+/- 180 meters Scaled)
 KN0186
 KN0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ595766(NAD 83)
 KN0186
 KN0186                          SUPERSEDED SURVEY CONTROL
 KN0186
 KN0186  NGVD 29 (??/??/92) 1774.236  (m)         5820.97   (f) ADJ UNCH    2 0
 KN0186
 KN0186.Superseded values are not recommended for survey control.
 KN0186
 KN0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0186.See file dsdata.pdf to determine how the superseded data were derived.
 KN0186
 KN0186_MARKER: DB = BENCH MARK DISK
 KN0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0186_STAMPING: W 42 1934
 KN0186_MARK LOGO: CGS
 KN0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0186+STABILITY: SURFACE MOTION
 KN0186
 KN0186  HISTORY     - Date     Condition        Report By
 KN0186  HISTORY     - 1934     MONUMENTED       CGS
 KN0186  HISTORY     - 1967     GOOD             USGS
 KN0186
 KN0186                          STATION DESCRIPTION
 KN0186
 KN0186'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 KN0186'IN MT PLEASANT.
 KN0186'MT PLEASANT, U.S. HWY. 89 AND STATE HWY. 116 INTERSECTION.  5 CITY
 KN0186'BLOCKS SOUTH.  THEN 8 MI. WEST ALONG 5TH STREET SOUTH TO POINT OF
 KN0186'INTERSECTION WITH THE DENVER AND RIO GRANDE WESTERN R/R TRACK.  130
 KN0186'FEET SOUTHWEST ALONG WEST RIGHT OF WAY FENCE.  AND SET IN THE TOP OF A
 KN0186'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0290 ***********************************************************************
 KN0290  DESIGNATION -  W 43
 KN0290  PID         -  KN0290
 KN0290  STATE/COUNTY-  UT/SANPETE
 KN0290  COUNTRY     -  US
 KN0290  USGS QUAD   -  MORONI (2017)
 KN0290
 KN0290                         *CURRENT SURVEY CONTROL
 KN0290  ______________________________________________________________________
 KN0290* NAD 83(1986) POSITION- 39 30 10.     (N) 111 35 17.     (W)   SCALED
 KN0290* NAVD 88 ORTHO HEIGHT -  1678.662 (meters)     5507.41  (feet) ADJUSTED
 KN0290  ______________________________________________________________________
 KN0290  GEOID HEIGHT    -        -17.518 (meters)                     GEOID18
 KN0290  DYNAMIC HEIGHT  -       1676.968 (meters)     5501.85  (feet) COMP
 KN0290  MODELED GRAVITY -    979,559.5   (mgal)                       NAVD 88
 KN0290
 KN0290  VERT ORDER      -  SECOND    CLASS 0
 KN0290
 KN0290.The horizontal coordinates were scaled from a map and have
 KN0290.an estimated accuracy of +/- 6 seconds.
 KN0290
 KN0290.The orthometric height was determined by differential leveling and
 KN0290.adjusted by the NATIONAL GEODETIC SURVEY
 KN0290.in June 1991.
 KN0290
 KN0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0290.GEOID18 height accuracy estimate available here.
 KN0290
 KN0290.Click photographs - Photos may exist for this station.
 KN0290
 KN0290.The dynamic height is computed by dividing the NAVD 88
 KN0290.geopotential number by the normal gravity value computed on the
 KN0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0290.degrees latitude (g = 980.6199 gals.).
 KN0290
 KN0290.The modeled gravity was interpolated from observed gravity values.
 KN0290
 KN0290;                    North         East    Units  Estimated Accuracy
 KN0290;SPC UT C     - 2,129,830.      492,430.      MT  (+/- 180 meters Scaled)
 KN0290
 KN0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ494727(NAD 83)
 KN0290
 KN0290                          SUPERSEDED SURVEY CONTROL
 KN0290
 KN0290  NGVD 29 (??/??/92) 1677.476  (m)         5503.52   (f) ADJ UNCH    2 0
 KN0290
 KN0290.Superseded values are not recommended for survey control.
 KN0290
 KN0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0290.See file dsdata.pdf to determine how the superseded data were derived.
 KN0290
 KN0290_MARKER: DB = BENCH MARK DISK
 KN0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0290_STAMPING: W 43 1934
 KN0290_MARK LOGO: CGS
 KN0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0290+STABILITY: SURFACE MOTION
 KN0290
 KN0290  HISTORY     - Date     Condition        Report By
 KN0290  HISTORY     - 1934     MONUMENTED       CGS
 KN0290  HISTORY     - 1964     MARK NOT FOUND   USGS
 KN0290
 KN0290                          STATION DESCRIPTION
 KN0290
 KN0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0290'1.3 MI S FROM MORONI.
 KN0290'ABOUT 1.3 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0290'FROM THE STATION AT MORONI, SANPETE COUNTY, AT A SUGAR FACTORY, ABOUT
 KN0290'2-1/2 POLES SOUTH OF MILEPOST N 25, ABOUT 75 FEET EAST OF THE CENTER
 KN0290'LINE OF THE TRACK, AND IN LINE WITH A POWER-TRANSMISSION LINE. A
 KN0290'STANDARD DISK, STAMPED W 43 1934 AND SET IN THE TOP OF A CONCRETE
 KN0290'POST.
 KN0290
 KN0290                          STATION RECOVERY (1964)
 KN0290
 KN0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KN0290'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0286 ***********************************************************************
 KN0286  DESIGNATION -  W 44
 KN0286  PID         -  KN0286
 KN0286  STATE/COUNTY-  UT/JUAB
 KN0286  COUNTRY     -  US
 KN0286  USGS QUAD   -  JUAB (2017)
 KN0286
 KN0286                         *CURRENT SURVEY CONTROL
 KN0286  ______________________________________________________________________
 KN0286* NAD 83(1986) POSITION- 39 30 22.25   (N) 111 57 10.64   (W)   HD_HELD1
 KN0286* NAVD 88 ORTHO HEIGHT -  1547.069 (meters)     5075.68  (feet) ADJUSTED
 KN0286  ______________________________________________________________________
 KN0286  GEOID HEIGHT    -        -18.153 (meters)                     GEOID18
 KN0286  DYNAMIC HEIGHT  -       1545.589 (meters)     5070.82  (feet) COMP
 KN0286  MODELED GRAVITY -    979,616.6   (mgal)                       NAVD 88
 KN0286
 KN0286  VERT ORDER      -  SECOND    CLASS 0
 KN0286
 KN0286.The horizontal coordinates were determined by differentially corrected
 KN0286.hand held GPS observations or other comparable positioning techniques
 KN0286.and have an estimated accuracy of +/- 3 meters.
 KN0286
 KN0286.The orthometric height was determined by differential leveling and
 KN0286.adjusted by the NATIONAL GEODETIC SURVEY
 KN0286.in June 1991.
 KN0286
 KN0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0286.GEOID18 height accuracy estimate available here.
 KN0286
 KN0286.Click photographs - Photos may exist for this station.
 KN0286
 KN0286.The dynamic height is computed by dividing the NAVD 88
 KN0286.geopotential number by the normal gravity value computed on the
 KN0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0286.degrees latitude (g = 980.6199 gals.).
 KN0286
 KN0286.The modeled gravity was interpolated from observed gravity values.
 KN0286
 KN0286;                    North         East    Units  Estimated Accuracy
 KN0286;SPC UT C     - 2,130,306.6     461,046.7     MT  (+/- 3 meters HH1 GPS) 
 KN0286
 KN0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ1807273383(NAD 83)
 KN0286
 KN0286                          SUPERSEDED SURVEY CONTROL
 KN0286
 KN0286  NGVD 29 (??/??/92) 1545.894  (m)         5071.82   (f) ADJ UNCH    2 0
 KN0286
 KN0286.Superseded values are not recommended for survey control.
 KN0286
 KN0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0286.See file dsdata.pdf to determine how the superseded data were derived.
 KN0286
 KN0286_MARKER: DB = BENCH MARK DISK
 KN0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0286_SP_SET: BRIDGE
 KN0286_STAMPING: W 44 1934
 KN0286_MARK LOGO: CGS
 KN0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0286+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2010
 KN0286
 KN0286  HISTORY     - Date     Condition        Report By
 KN0286  HISTORY     - 1934     MONUMENTED       CGS
 KN0286  HISTORY     - 20101210 GOOD             GEOCAC
 KN0286
 KN0286                          STATION DESCRIPTION
 KN0286
 KN0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0286'5.4 MI NE FROM MILLS.
 KN0286'ABOUT 5.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KN0286'WATER TANK AT MILLS, JUAB COUNTY, ABOUT 20 RAILS NORTH OF MILEPOST
 KN0286'695, AND IN THE TOP OF THE EAST HEAD WALL OF THE LARGER ONE OF TWO
 KN0286'BRIDGES 695.09.  A STANDARD DISK, STAMPED W 44 1934.
 KN0286
 KN0286                          STATION RECOVERY (2010)
 KN0286
 KN0286'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 KN0286'MARK IS ON TOP OF THE HEAD WALL THAT HAS 1925 FORMED INTO THE
 KN0286'CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0160 ***********************************************************************
 KO0160  DESIGNATION -  W 45
 KO0160  PID         -  KO0160
 KO0160  STATE/COUNTY-  UT/MILLARD
 KO0160  COUNTRY     -  US
 KO0160  USGS QUAD   -  DUGGINS CREEK (2017)
 KO0160
 KO0160                         *CURRENT SURVEY CONTROL
 KO0160  ______________________________________________________________________
 KO0160* NAD 83(1986) POSITION- 39 09 18.     (N) 112 21 58.     (W)   SCALED
 KO0160* NAVD 88 ORTHO HEIGHT -  1456.480 (meters)     4778.47  (feet) ADJUSTED
 KO0160  ______________________________________________________________________
 KO0160  GEOID HEIGHT    -        -18.890 (meters)                     GEOID18
 KO0160  DYNAMIC HEIGHT  -       1455.126 (meters)     4774.03  (feet) COMP
 KO0160  MODELED GRAVITY -    979,646.4   (mgal)                       NAVD 88
 KO0160
 KO0160  VERT ORDER      -  SECOND    CLASS 0
 KO0160
 KO0160.The horizontal coordinates were scaled from a map and have
 KO0160.an estimated accuracy of +/- 6 seconds.
 KO0160
 KO0160.The orthometric height was determined by differential leveling and
 KO0160.adjusted by the NATIONAL GEODETIC SURVEY
 KO0160.in June 1991.
 KO0160
 KO0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0160.GEOID18 height accuracy estimate available here.
 KO0160
 KO0160.Click photographs - Photos may exist for this station.
 KO0160
 KO0160.The dynamic height is computed by dividing the NAVD 88
 KO0160.geopotential number by the normal gravity value computed on the
 KO0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0160.degrees latitude (g = 980.6199 gals.).
 KO0160
 KO0160.The modeled gravity was interpolated from observed gravity values.
 KO0160
 KO0160;                    North         East    Units  Estimated Accuracy
 KO0160;SPC UT C     - 2,091,580.      425,140.      MT  (+/- 180 meters Scaled)
 KO0160
 KO0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ819348(NAD 83)
 KO0160
 KO0160                          SUPERSEDED SURVEY CONTROL
 KO0160
 KO0160  NGVD 29 (??/??/92) 1455.400  (m)         4774.92   (f) ADJ UNCH    2 0
 KO0160
 KO0160.Superseded values are not recommended for survey control.
 KO0160
 KO0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0160.See file dsdata.pdf to determine how the superseded data were derived.
 KO0160
 KO0160_MARKER: DB = BENCH MARK DISK
 KO0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0160_STAMPING: W 45 1934
 KO0160_MARK LOGO: CGS
 KO0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0160+STABILITY: SURFACE MOTION
 KO0160
 KO0160  HISTORY     - Date     Condition        Report By
 KO0160  HISTORY     - 1934     MONUMENTED       CGS
 KO0160
 KO0160                          STATION DESCRIPTION
 KO0160
 KO0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0160'14.8 MI NW FROM FILLMORE.
 KO0160'ABOUT 14.8 MILES NORTHWEST ALONG THE LOS ANGELES AND SALT LAKE
 KO0160'RAILROAD FROM THE COURTHOUSE AT FILLMORE, MILLARD COUNTY, ABOUT 5
 KO0160'POLES SOUTH OF MILEPOST 19, AT A CROSSING, AND 30 FEET EAST OF THE
 KO0160'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED W 45 1934 AND SET
 KO0160'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0003 ***********************************************************************
 HO0003  DESIGNATION -  W 47
 HO0003  PID         -  HO0003
 HO0003  STATE/COUNTY-  UT/GARFIELD
 HO0003  COUNTRY     -  US
 HO0003  USGS QUAD   -  FLAKE MOUNTAIN EAST (2017)
 HO0003
 HO0003                         *CURRENT SURVEY CONTROL
 HO0003  ______________________________________________________________________
 HO0003* NAD 83(1994) POSITION- 37 49 50.78454(N) 112 00 10.93641(W)   ADJUSTED
 HO0003* NAVD 88 ORTHO HEIGHT -  2307.140 (meters)     7569.34  (feet) ADJUSTED
 HO0003  ______________________________________________________________________
 HO0003  GEOID HEIGHT    -        -19.340 (meters)                     GEOID18
 HO0003  LAPLACE CORR    -          3.59  (seconds)                    DEFLEC18
 HO0003  DYNAMIC HEIGHT  -       2304.251 (meters)     7559.86  (feet) COMP
 HO0003  MODELED GRAVITY -    979,294.4   (mgal)                       NAVD 88
 HO0003
 HO0003  HORZ ORDER      -  THIRD
 HO0003  VERT ORDER      -  SECOND    CLASS 0
 HO0003
 HO0003.The horizontal coordinates were established by classical geodetic methods
 HO0003.and adjusted by the National Geodetic Survey in November 1997.
 HO0003
 HO0003.The orthometric height was determined by differential leveling and
 HO0003.adjusted by the NATIONAL GEODETIC SURVEY
 HO0003.in June 1991.
 HO0003
 HO0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0003.GEOID18 height accuracy estimate available here.
 HO0003
 HO0003.Click photographs - Photos may exist for this station.
 HO0003
 HO0003.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0003
 HO0003.The dynamic height is computed by dividing the NAVD 88
 HO0003.geopotential number by the normal gravity value computed on the
 HO0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0003.degrees latitude (g = 980.6199 gals.).
 HO0003
 HO0003.The modeled gravity was interpolated from observed gravity values.
 HO0003
 HO0003. The following values were computed from the NAD 83(1994) position.
 HO0003
 HO0003;                    North         East     Units Scale Factor Converg.
 HO0003;SPC UT S     - 3,129,315.883   455,717.962   MT  0.99995163   -0 18 29.5
 HO0003;SPC UT S     -10,266,763.86  1,495,134.68   sFT  0.99995163   -0 18 29.5
 HO0003;UTM  12      - 4,187,513.154   411,732.843   MT  0.99969596   -0 36 54.8
 HO0003
 HO0003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0003!SPC UT S     -   0.99964113  x   0.99995163  =   0.99959278
 HO0003!UTM  12      -   0.99964113  x   0.99969596  =   0.99933720
 HO0003
 HO0003:                Primary Azimuth Mark                     Grid Az
 HO0003:SPC UT S     -  PROSPECT                                 304 09 36.1
 HO0003:UTM  12      -  PROSPECT                                 304 28 01.4
 HO0003
 HO0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG1173287513(NAD 83)
 HO0003
 HO0003|---------------------------------------------------------------------|
 HO0003| PID    Reference Object                     Distance      Geod. Az  |
 HO0003|                                                           dddmmss.s |
 HO0003| HO0514 PROSPECT                            APPROX. 5.4 KM 3035106.6 |
 HO0003|---------------------------------------------------------------------|
 HO0003
 HO0003                          SUPERSEDED SURVEY CONTROL
 HO0003
 HO0003  NAD 83(1986)-  37 49 50.78050(N)    112 00 10.94094(W) AD(       ) 3
 HO0003  NAD 27      -  37 49 50.83322(N)    112 00 08.25055(W) AD(       ) 3
 HO0003  NGVD 29 (??/??/92) 2305.747  (m)         7564.77   (f) ADJ UNCH    2 0
 HO0003  NGVD 29            2305.75   (m)         7564.8    (f) LEVELING    3  
 HO0003
 HO0003.Superseded values are not recommended for survey control.
 HO0003
 HO0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0003.See file dsdata.pdf to determine how the superseded data were derived.
 HO0003
 HO0003_MARKER: DB = BENCH MARK DISK
 HO0003_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0003_SP_SET: CULVERT
 HO0003_STAMPING: W 47 1934
 HO0003_MARK LOGO: CGS
 HO0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0003+STABILITY: SURFACE MOTION
 HO0003
 HO0003  HISTORY     - Date     Condition        Report By
 HO0003  HISTORY     - 1934     MONUMENTED       CGS
 HO0003  HISTORY     - 1963     GOOD             CGS
 HO0003
 HO0003                          STATION DESCRIPTION
 HO0003
 HO0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0003'DESCRIBED AS FOLLOWS
 HO0003'
 HO0003'AT THE SOUTHWEST EDGE OF WIDTSOE, GARFIELD COUNTY, ON STATE HIGHWAY
 HO0003'22, AT A RD. FORK, AT A CONCRETE CULVERT, IN THE TOP OF THE E.
 HO0003'HEADWALL, 15 FT. E. OF THE CENTERLINE OF THE HIGHWAY.
 HO0003'
 HO0003'STATION MARK--STANDARD DISK, STAMPED ---W 47 1934---.
 HO0003'
 HO0003'REFERENCE MARKS--NONE.
 HO0003
 HO0003                          STATION RECOVERY (1963)
 HO0003
 HO0003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HO0003'27.55 MI NW FROM ESCALANTE.
 HO0003'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HO0003'AT ESCALANTE, THENCE 22.5 MILES NORTHWEST ALONG A DIRT ROAD, THENCE
 HO0003'0.2 MILE SOUTH ALONG STATE HIGHWAY 22, AT THE JUNCTION OF A DIRT ROAD
 HO0003'EAST TO THE ABANDONED WIDTSOE RANGER STATION, 0.1 MILE NORTH OF A
 HO0003'WOODEN BRIDGE, IN THE TOP OF THE CENTER OF THE EAST CONCRETE HEAD WALL
 HO0003'OF AN 18-INCH PIPE CULVERT, 15 FEET EAST OF THE CENTER LINE OF THE
 HO0003'ROAD, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0292 ***********************************************************************
 JN0292  DESIGNATION -  W 48 RESET
 JN0292  PID         -  JN0292
 JN0292  STATE/COUNTY-  UT/SEVIER
 JN0292  COUNTRY     -  US
 JN0292  USGS QUAD   -  STEVES MOUNTAIN (2017)
 JN0292
 JN0292                         *CURRENT SURVEY CONTROL
 JN0292  ______________________________________________________________________
 JN0292* NAD 83(1986) POSITION- 38 54 06.     (N) 111 40 00.     (W)   SCALED
 JN0292* NAVD 88 ORTHO HEIGHT -  1870.35  (+/-2cm)     6136.3   (feet) VERTCON3
 JN0292  ______________________________________________________________________
 JN0292  GEOID HEIGHT    -        -17.579 (meters)                     GEOID18
 JN0292  VERT ORDER      -  THIRD (See Below)
 JN0292
 JN0292.The horizontal coordinates were scaled from a map and have
 JN0292.an estimated accuracy of +/- 6 seconds.
 JN0292
 JN0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0292
 JN0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0292.GEOID18 height accuracy estimate available here.
 JN0292
 JN0292.The vertical order pertains to the NGVD 29 superseded value.
 JN0292
 JN0292.Click photographs - Photos may exist for this station.
 JN0292
 JN0292;                    North         East    Units  Estimated Accuracy
 JN0292;SPC UT C     - 2,063,110.      485,540.      MT  (+/- 180 meters Scaled)
 JN0292
 JN0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ421060(NAD 83)
 JN0292
 JN0292                          SUPERSEDED SURVEY CONTROL
 JN0292
 JN0292  NGVD 29 (??/??/??) 1869.11   (m)         6132.2    (f) RESET       3  
 JN0292
 JN0292.Superseded values are not recommended for survey control.
 JN0292
 JN0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0292.See file dsdata.pdf to determine how the superseded data were derived.
 JN0292
 JN0292_MARKER: DB = BENCH MARK DISK
 JN0292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JN0292_SP_SET: CULVERT
 JN0292_STAMPING: W 48 RESET 1968
 JN0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0292
 JN0292  HISTORY     - Date     Condition        Report By
 JN0292  HISTORY     - 1968     MONUMENTED       CGS
 JN0292
 JN0292                          STATION DESCRIPTION
 JN0292
 JN0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 JN0292'13.2 MI E FROM SALINA.
 JN0292'ABOUT 13.2 MILES EAST ALONG STATE HIGHWAY 10 FROM THE DENVER AND RIO
 JN0292'GRANDE WESTERN RAILROAD FROM THE STATION AT SALINA, 1 MILE WEST OF
 JN0292'SAWTOOTH, 152 FEET NORTH OF THE CENTER LINE OF HIGHWAY STATION 580+64,
 JN0292'277 FEET WEST OF A 10 INCH WATER WELL, 405 FEET NORTH OF A 10X10 IN.
 JN0292'CONCRETE BOX CULVERT OVER CREEK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0277 ***********************************************************************
 JN0277  DESIGNATION -  W 50
 JN0277  PID         -  JN0277
 JN0277  STATE/COUNTY-  UT/SEVIER
 JN0277  COUNTRY     -  US
 JN0277  USGS QUAD   -  AURORA (2017)
 JN0277
 JN0277                         *CURRENT SURVEY CONTROL
 JN0277  ______________________________________________________________________
 JN0277* NAD 83(1986) POSITION- 38 58 19.     (N) 111 56 45.     (W)   SCALED
 JN0277* NAVD 88 ORTHO HEIGHT -  1680.789 (meters)     5514.39  (feet) ADJUSTED
 JN0277  ______________________________________________________________________
 JN0277  GEOID HEIGHT    -        -18.621 (meters)                     GEOID18
 JN0277  DYNAMIC HEIGHT  -       1679.027 (meters)     5508.61  (feet) COMP
 JN0277  MODELED GRAVITY -    979,520.6   (mgal)                       NAVD 88
 JN0277
 JN0277  VERT ORDER      -  SECOND    CLASS 0
 JN0277
 JN0277.The horizontal coordinates were scaled from a map and have
 JN0277.an estimated accuracy of +/- 6 seconds.
 JN0277
 JN0277.The orthometric height was determined by differential leveling and
 JN0277.adjusted by the NATIONAL GEODETIC SURVEY
 JN0277.in June 1991.
 JN0277
 JN0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0277.GEOID18 height accuracy estimate available here.
 JN0277
 JN0277.Click photographs - Photos may exist for this station.
 JN0277
 JN0277.The dynamic height is computed by dividing the NAVD 88
 JN0277.geopotential number by the normal gravity value computed on the
 JN0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0277.degrees latitude (g = 980.6199 gals.).
 JN0277
 JN0277.The modeled gravity was interpolated from observed gravity values.
 JN0277
 JN0277;                    North         East    Units  Estimated Accuracy
 JN0277;SPC UT C     - 2,071,000.      461,360.      MT  (+/- 180 meters Scaled)
 JN0277
 JN0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ180140(NAD 83)
 JN0277
 JN0277                          SUPERSEDED SURVEY CONTROL
 JN0277
 JN0277  NGVD 29 (??/??/92) 1679.577  (m)         5510.41   (f) ADJ UNCH    2 0
 JN0277
 JN0277.Superseded values are not recommended for survey control.
 JN0277
 JN0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0277.See file dsdata.pdf to determine how the superseded data were derived.
 JN0277
 JN0277_MARKER: DB = BENCH MARK DISK
 JN0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0277_STAMPING: W 50 1934
 JN0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0277+STABILITY: SURFACE MOTION
 JN0277
 JN0277  HISTORY     - Date     Condition        Report By
 JN0277  HISTORY     - 1934     MONUMENTED       CGS
 JN0277
 JN0277                          STATION DESCRIPTION
 JN0277
 JN0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0277'5.3 MI NW FROM SALINA.
 JN0277'ABOUT 5.3 MILES NORTHWEST ALONG U.S. HIGHWAY 89 AND STATE HIGHWAY 63
 JN0277'FROM FROM THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION AT
 JN0277'SALINA, SEVIER COUNTY, AT A SHARP ANGLE IN THE HIGHWAY, AND 27 FEET
 JN0277'EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED W 50
 JN0277'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0122 ***********************************************************************
 KN0122  DESIGNATION -  W 51
 KN0122  PID         -  KN0122
 KN0122  STATE/COUNTY-  UT/CARBON
 KN0122  COUNTRY     -  US
 KN0122  USGS QUAD   -  PINE CANYON (2017)
 KN0122
 KN0122                         *CURRENT SURVEY CONTROL
 KN0122  ______________________________________________________________________
 KN0122* NAD 83(1986) POSITION- 39 41 27.     (N) 110 37 16.     (W)   SCALED
 KN0122* NAVD 88 ORTHO HEIGHT -  1976.945 (meters)     6486.03  (feet) ADJUSTED
 KN0122  ______________________________________________________________________
 KN0122  GEOID HEIGHT    -        -16.622 (meters)                     GEOID18
 KN0122  DYNAMIC HEIGHT  -       1974.920 (meters)     6479.38  (feet) COMP
 KN0122  MODELED GRAVITY -    979,531.6   (mgal)                       NAVD 88
 KN0122
 KN0122  VERT ORDER      -  SECOND    CLASS 0
 KN0122
 KN0122.The horizontal coordinates were scaled from a map and have
 KN0122.an estimated accuracy of +/- 6 seconds.
 KN0122
 KN0122.The orthometric height was determined by differential leveling and
 KN0122.adjusted by the NATIONAL GEODETIC SURVEY
 KN0122.in June 1991.
 KN0122
 KN0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0122.GEOID18 height accuracy estimate available here.
 KN0122
 KN0122.Click photographs - Photos may exist for this station.
 KN0122
 KN0122.The dynamic height is computed by dividing the NAVD 88
 KN0122.geopotential number by the normal gravity value computed on the
 KN0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0122.degrees latitude (g = 980.6199 gals.).
 KN0122
 KN0122.The modeled gravity was interpolated from observed gravity values.
 KN0122
 KN0122;                    North         East    Units  Estimated Accuracy
 KN0122;SPC UT C     - 2,151,080.      575,380.      MT  (+/- 180 meters Scaled)
 KN0122
 KN0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ324935(NAD 83)
 KN0122
 KN0122                          SUPERSEDED SURVEY CONTROL
 KN0122
 KN0122  NGVD 29 (??/??/92) 1975.750  (m)         6482.11   (f) ADJ UNCH    2 0
 KN0122
 KN0122.Superseded values are not recommended for survey control.
 KN0122
 KN0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0122.See file dsdata.pdf to determine how the superseded data were derived.
 KN0122
 KN0122_MARKER: DB = BENCH MARK DISK
 KN0122_SETTING: 80 = SET IN A BOULDER
 KN0122_STAMPING: W 51 1934
 KN0122_MARK LOGO: CGS
 KN0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0122+STABILITY: SURFACE MOTION
 KN0122
 KN0122  HISTORY     - Date     Condition        Report By
 KN0122  HISTORY     - 1934     MONUMENTED       CGS
 KN0122  HISTORY     - 1972     MARK NOT FOUND   USGS
 KN0122
 KN0122                          STATION DESCRIPTION
 KN0122
 KN0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0122'3.9 MI E FROM WELLINGTON.
 KN0122'ABOUT 3.9 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE DENVER AND RIO
 KN0122'GRANDE WESTERN RAILROAD STATION AT WELLINGTON, CARBON COUNTY, THENCE
 KN0122'ABOUT 10.0 MILES NORTH ALONG STATE HIGHWAY 53.  ABOUT 0.8 MILE SOUTH
 KN0122'OF THE NINE MILE COAL MINE, 10 FEET EAST OF THE CENTER LINE OF THE
 KN0122'HIGHWAY, IN THE TOP OF A SANDSTONE BOULDER, AND ABOUT 3 FEET HIGHER
 KN0122'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED W 51 1934.
 KN0122
 KN0122                          STATION RECOVERY (1972)
 KN0122
 KN0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KN0122'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0385 ***********************************************************************
 LO0385  DESIGNATION -  W 53
 LO0385  PID         -  LO0385
 LO0385  STATE/COUNTY-  UT/WASATCH
 LO0385  COUNTRY     -  US
 LO0385  USGS QUAD   -  STRAWBERRY RESERVOIR NW (2017)
 LO0385
 LO0385                         *CURRENT SURVEY CONTROL
 LO0385  ______________________________________________________________________
 LO0385* NAD 83(1986) POSITION- 40 14 26.     (N) 111 10 55.     (W)   SCALED
 LO0385* NAVD 88 ORTHO HEIGHT -  2325.783 (meters)     7630.51  (feet) ADJUSTED
 LO0385  ______________________________________________________________________
 LO0385  GEOID HEIGHT    -        -15.626 (meters)                     GEOID18
 LO0385  DYNAMIC HEIGHT  -       2323.318 (meters)     7622.42  (feet) COMP
 LO0385  MODELED GRAVITY -    979,481.9   (mgal)                       NAVD 88
 LO0385
 LO0385  VERT ORDER      -  SECOND    CLASS 0
 LO0385
 LO0385.The horizontal coordinates were scaled from a map and have
 LO0385.an estimated accuracy of +/- 6 seconds.
 LO0385
 LO0385.The orthometric height was determined by differential leveling and
 LO0385.adjusted by the NATIONAL GEODETIC SURVEY
 LO0385.in June 1991.
 LO0385
 LO0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0385.GEOID18 height accuracy estimate available here.
 LO0385
 LO0385.Click photographs - Photos may exist for this station.
 LO0385
 LO0385.The dynamic height is computed by dividing the NAVD 88
 LO0385.geopotential number by the normal gravity value computed on the
 LO0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0385.degrees latitude (g = 980.6199 gals.).
 LO0385
 LO0385.The modeled gravity was interpolated from observed gravity values.
 LO0385
 LO0385;                    North         East    Units  Estimated Accuracy
 LO0385;SPC UT C     - 2,211,790.      527,060.      MT  (+/- 180 meters Scaled)
 LO0385
 LO0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK845544(NAD 83)
 LO0385
 LO0385                          SUPERSEDED SURVEY CONTROL
 LO0385
 LO0385  NGVD 29 (??/??/92) 2324.373  (m)         7625.88   (f) ADJ UNCH    2 0
 LO0385
 LO0385.Superseded values are not recommended for survey control.
 LO0385
 LO0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0385.See file dsdata.pdf to determine how the superseded data were derived.
 LO0385
 LO0385_MARKER: DB = BENCH MARK DISK
 LO0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0385_STAMPING: W 53 1934
 LO0385_MARK LOGO: CGS
 LO0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0385+STABILITY: SURFACE MOTION
 LO0385
 LO0385  HISTORY     - Date     Condition        Report By
 LO0385  HISTORY     - 1934     MONUMENTED       CGS
 LO0385  HISTORY     - 1934     GOOD             CGS
 LO0385  HISTORY     - 1967     MARK NOT FOUND   CGS
 LO0385
 LO0385                          STATION DESCRIPTION
 LO0385
 LO0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0385'22.8 MI W FROM FRUITLAND.
 LO0385'IN WASATCH COUNTY, 22.8 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0385'OFFICE AT FRUITLAND, DUCHESNE COUNTY, ON THE EAST SIDE OF A T-ROAD
 LO0385'LEADING SOUTH, AT A FILLING STATION, NEAR A SIGN READING EAST PORTAL 6
 LO0385'MILES, AND 100 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. A STANDARD
 LO0385'DISK, STAMPED W 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LO0385
 LO0385                          STATION RECOVERY (1967)
 LO0385
 LO0385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LO0385'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0488 ***********************************************************************
 LO0488  DESIGNATION -  W 54
 LO0488  PID         -  LO0488
 LO0488  STATE/COUNTY-  UT/UTAH
 LO0488  COUNTRY     -  US
 LO0488  USGS QUAD   -  PROVO (2017)
 LO0488
 LO0488                         *CURRENT SURVEY CONTROL
 LO0488  ______________________________________________________________________
 LO0488* NAD 83(1986) POSITION- 40 08 54.     (N) 111 38 15.     (W)   SCALED
 LO0488* NAVD 88 ORTHO HEIGHT -  1378.616 (meters)     4523.01  (feet) ADJUSTED
 LO0488  ______________________________________________________________________
 LO0488  GEOID HEIGHT    -        -17.251 (meters)                     GEOID18
 LO0488  DYNAMIC HEIGHT  -       1377.390 (meters)     4518.99  (feet) COMP
 LO0488  MODELED GRAVITY -    979,688.9   (mgal)                       NAVD 88
 LO0488
 LO0488  VERT ORDER      -  SECOND    CLASS 0
 LO0488
 LO0488.The horizontal coordinates were scaled from a map and have
 LO0488.an estimated accuracy of +/- 6 seconds.
 LO0488
 LO0488.The orthometric height was determined by differential leveling and
 LO0488.adjusted by the NATIONAL GEODETIC SURVEY
 LO0488.in June 1991.
 LO0488
 LO0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0488.GEOID18 height accuracy estimate available here.
 LO0488
 LO0488.Click photographs - Photos may exist for this station.
 LO0488
 LO0488.The dynamic height is computed by dividing the NAVD 88
 LO0488.geopotential number by the normal gravity value computed on the
 LO0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0488.degrees latitude (g = 980.6199 gals.).
 LO0488
 LO0488.The modeled gravity was interpolated from observed gravity values.
 LO0488
 LO0488;                    North         East    Units  Estimated Accuracy
 LO0488;SPC UT C     - 2,201,510.      488,290.      MT  (+/- 180 meters Scaled)
 LO0488
 LO0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK457444(NAD 83)
 LO0488
 LO0488                          SUPERSEDED SURVEY CONTROL
 LO0488
 LO0488  NGVD 29 (??/??/92) 1377.592  (m)         4519.65   (f) ADJ UNCH    2 0
 LO0488
 LO0488.Superseded values are not recommended for survey control.
 LO0488
 LO0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0488.See file dsdata.pdf to determine how the superseded data were derived.
 LO0488
 LO0488_MARKER: DB = BENCH MARK DISK
 LO0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0488_STAMPING: W 54 1934
 LO0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0488+STABILITY: SURFACE MOTION
 LO0488
 LO0488  HISTORY     - Date     Condition        Report By
 LO0488  HISTORY     - 1934     MONUMENTED       CGS
 LO0488  HISTORY     - 19900306 MARK NOT FOUND   USGS
 LO0488
 LO0488                          STATION DESCRIPTION
 LO0488
 LO0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0488'1.3 MI S FROM SPRINGVILLE.
 LO0488'ABOUT 1.3 MILES SOUTH ALONG THE LOS ANGELES AND SALT LAKE RAILROAD
 LO0488'FROM THE STATION AT SPRINGVILLE, UTAH COUNTY, WEST OF THE TRACKS, IN
 LO0488'LINE WITH A FENCE AND A ROW OF POLES, AND BETWEEN TWO CONCRETE FENCE
 LO0488'POSTS.  A STANDARD DISK, STAMPED W 54 1934 AND SET IN THE TOP OF A
 LO0488'CONCRETE POST.
 LO0488
 LO0488                          STATION RECOVERY (1990)
 LO0488
 LO0488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SDC)
 LO0488'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0171 ***********************************************************************
 KO0171  DESIGNATION -  W 55
 KO0171  PID         -  KO0171
 KO0171  STATE/COUNTY-  UT/MILLARD
 KO0171  COUNTRY     -  US
 KO0171  USGS QUAD   -  SCIPIO NORTH (2017)
 KO0171
 KO0171                         *CURRENT SURVEY CONTROL
 KO0171  ______________________________________________________________________
 KO0171* NAD 83(1986) POSITION- 39 17 18.     (N) 112 05 16.     (W)   SCALED
 KO0171* NAVD 88 ORTHO HEIGHT -  1618.414 (meters)     5309.75  (feet) ADJUSTED
 KO0171  ______________________________________________________________________
 KO0171  GEOID HEIGHT    -        -18.195 (meters)                     GEOID18
 KO0171  DYNAMIC HEIGHT  -       1616.844 (meters)     5304.60  (feet) COMP
 KO0171  MODELED GRAVITY -    979,599.9   (mgal)                       NAVD 88
 KO0171
 KO0171  VERT ORDER      -  SECOND    CLASS 0
 KO0171
 KO0171.The horizontal coordinates were scaled from a map and have
 KO0171.an estimated accuracy of +/- 6 seconds.
 KO0171
 KO0171.The orthometric height was determined by differential leveling and
 KO0171.adjusted by the NATIONAL GEODETIC SURVEY
 KO0171.in June 1991.
 KO0171
 KO0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0171.GEOID18 height accuracy estimate available here.
 KO0171
 KO0171.Click photographs - Photos may exist for this station.
 KO0171
 KO0171.The dynamic height is computed by dividing the NAVD 88
 KO0171.geopotential number by the normal gravity value computed on the
 KO0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0171.degrees latitude (g = 980.6199 gals.).
 KO0171
 KO0171.The modeled gravity was interpolated from observed gravity values.
 KO0171
 KO0171;                    North         East    Units  Estimated Accuracy
 KO0171;SPC UT C     - 2,106,190.      449,290.      MT  (+/- 180 meters Scaled)
 KO0171
 KO0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ061493(NAD 83)
 KO0171
 KO0171                          SUPERSEDED SURVEY CONTROL
 KO0171
 KO0171  NGVD 29 (??/??/92) 1617.267  (m)         5305.98   (f) ADJ UNCH    2 0
 KO0171
 KO0171.Superseded values are not recommended for survey control.
 KO0171
 KO0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0171.See file dsdata.pdf to determine how the superseded data were derived.
 KO0171
 KO0171_MARKER: DB = BENCH MARK DISK
 KO0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0171_STAMPING: W 55 1934
 KO0171_MARK LOGO: CGS
 KO0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0171+STABILITY: SURFACE MOTION
 KO0171
 KO0171  HISTORY     - Date     Condition        Report By
 KO0171  HISTORY     - 1934     MONUMENTED       CGS
 KO0171
 KO0171                          STATION DESCRIPTION
 KO0171
 KO0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0171'3.2 MI N FROM SCIPIO.
 KO0171'ABOUT 3.2 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL GROUNDS AT
 KO0171'SCIPIO, MILLARD COUNTY, 27 FEET WEST OF THE CENTER LINE OF THE
 KO0171'HIGHWAY, IN THE PROPERTY-LINE FENCE, AND IN LINE WITH A ROW OF POLES.
 KO0171'A STANDARD DISK, STAMPED W 55 1934 AND SET IN THE TOP OF A CONCRETE
 KO0171'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0060 ***********************************************************************
 LP0060  DESIGNATION -  W 56
 LP0060  PID         -  LP0060
 LP0060  STATE/COUNTY-  UT/TOOELE
 LP0060  COUNTRY     -  US
 LP0060  USGS QUAD   -  BOULTER PEAK (2017)
 LP0060
 LP0060                         *CURRENT SURVEY CONTROL
 LP0060  ______________________________________________________________________
 LP0060* NAD 83(1986) POSITION- 40 05 54.     (N) 112 14 35.     (W)   SCALED
 LP0060* NAVD 88 ORTHO HEIGHT -  1611.822 (meters)     5288.12  (feet) ADJUSTED
 LP0060  ______________________________________________________________________
 LP0060  GEOID HEIGHT    -        -17.726 (meters)                     GEOID18
 LP0060  DYNAMIC HEIGHT  -       1610.363 (meters)     5283.33  (feet) COMP
 LP0060  MODELED GRAVITY -    979,664.0   (mgal)                       NAVD 88
 LP0060
 LP0060  VERT ORDER      -  SECOND    CLASS 0
 LP0060
 LP0060.The horizontal coordinates were scaled from a map and have
 LP0060.an estimated accuracy of +/- 6 seconds.
 LP0060
 LP0060.The orthometric height was determined by differential leveling and
 LP0060.adjusted by the NATIONAL GEODETIC SURVEY
 LP0060.in June 1991.
 LP0060
 LP0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0060.GEOID18 height accuracy estimate available here.
 LP0060
 LP0060.Click photographs - Photos may exist for this station.
 LP0060
 LP0060.The dynamic height is computed by dividing the NAVD 88
 LP0060.geopotential number by the normal gravity value computed on the
 LP0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0060.degrees latitude (g = 980.6199 gals.).
 LP0060
 LP0060.The modeled gravity was interpolated from observed gravity values.
 LP0060
 LP0060;                    North         East    Units  Estimated Accuracy
 LP0060;SPC UT C     - 2,196,210.      436,650.      MT  (+/- 180 meters Scaled)
 LP0060
 LP0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK940394(NAD 83)
 LP0060
 LP0060                          SUPERSEDED SURVEY CONTROL
 LP0060
 LP0060  NGVD 29 (??/??/92) 1610.703  (m)         5284.45   (f) ADJ UNCH    2 0
 LP0060
 LP0060.Superseded values are not recommended for survey control.
 LP0060
 LP0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0060.See file dsdata.pdf to determine how the superseded data were derived.
 LP0060
 LP0060_MARKER: DB = BENCH MARK DISK
 LP0060_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LP0060_SP_SET: MASS
 LP0060_STAMPING: W 56 1934
 LP0060_MARK LOGO: CGS
 LP0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0060
 LP0060  HISTORY     - Date     Condition        Report By
 LP0060  HISTORY     - 1934     MONUMENTED       CGS
 LP0060  HISTORY     - 19890301 GOOD             USGS
 LP0060
 LP0060                          STATION DESCRIPTION
 LP0060
 LP0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0060'4.3 MI S FROM TOPLIFF.
 LP0060'4.3 MILES SOUTH OF U.P.RR. WATER TANK AT TOPLIFF ON TRAIL OR OLD
 LP0060'RAILROAD GRADE.  72 FEET EAST OF OLD RAILROAD GRADE CENTER-LINE AND 6
 LP0060'FEET WEST OF ROAD.
 LP0060
 LP0060                          STATION RECOVERY (1989)
 LP0060
 LP0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (SDC)
 LP0060'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0437 ***********************************************************************
 MS0437  DESIGNATION -  W 59
 MS0437  PID         -  MS0437
 MS0437  STATE/COUNTY-  UT/BOX ELDER
 MS0437  COUNTRY     -  US
 MS0437  USGS QUAD   -  KIMBELL CREEK (2017)
 MS0437
 MS0437                         *CURRENT SURVEY CONTROL
 MS0437  ______________________________________________________________________
 MS0437* NAD 83(1986) POSITION- 41 51 57.     (N) 113 46 58.     (W)   SCALED
 MS0437* NAVD 88 ORTHO HEIGHT -  2110.660 (meters)     6924.72  (feet) ADJUSTED
 MS0437  ______________________________________________________________________
 MS0437  GEOID HEIGHT    -        -14.971 (meters)                     GEOID18
 MS0437  DYNAMIC HEIGHT  -       2108.981 (meters)     6919.22  (feet) COMP
 MS0437  MODELED GRAVITY -    979,750.6   (mgal)                       NAVD 88
 MS0437
 MS0437  VERT ORDER      -  FIRST     CLASS II
 MS0437
 MS0437.The horizontal coordinates were scaled from a map and have
 MS0437.an estimated accuracy of +/- 6 seconds.
 MS0437
 MS0437.The orthometric height was determined by differential leveling and
 MS0437.adjusted by the NATIONAL GEODETIC SURVEY
 MS0437.in June 1991.
 MS0437
 MS0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0437.GEOID18 height accuracy estimate available here.
 MS0437
 MS0437.Click photographs - Photos may exist for this station.
 MS0437
 MS0437.The dynamic height is computed by dividing the NAVD 88
 MS0437.geopotential number by the normal gravity value computed on the
 MS0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0437.degrees latitude (g = 980.6199 gals.).
 MS0437
 MS0437.The modeled gravity was interpolated from observed gravity values.
 MS0437
 MS0437;                    North         East    Units  Estimated Accuracy
 MS0437;SPC UT N     - 1,172,680.      310,490.      MT  (+/- 180 meters Scaled)
 MS0437
 MS0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM690386(NAD 83)
 MS0437
 MS0437                          SUPERSEDED SURVEY CONTROL
 MS0437
 MS0437  NGVD 29 (??/??/92) 2109.443  (m)         6920.73   (f) ADJ UNCH    1 2
 MS0437
 MS0437.Superseded values are not recommended for survey control.
 MS0437
 MS0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0437.See file dsdata.pdf to determine how the superseded data were derived.
 MS0437
 MS0437_MARKER: DB = BENCH MARK DISK
 MS0437_SETTING: 66 = SET IN ROCK OUTCROP
 MS0437_STAMPING: W 59 1934
 MS0437_MARK LOGO: CGS
 MS0437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0437+STABILITY: POSITION/ELEVATION WELL
 MS0437
 MS0437  HISTORY     - Date     Condition        Report By
 MS0437  HISTORY     - 1934     MONUMENTED       CGS
 MS0437
 MS0437                          STATION DESCRIPTION
 MS0437
 MS0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0437'13.3 MI N FROM GROUSE CREEK.
 MS0437'13.3 MILES NORTH ALONG JUNCTION PASS ROAD FROM THE PUBLIC SCHOOL AT
 MS0437'GROUSE CREEK, BOX ELDER COUNTY, 345 FEET SOUTH OF THE SUMMIT OF THE
 MS0437'ROAD THROUGH JUNCTION PASS, 66 FEET EAST OF THE CENTERLINE OF THE
 MS0437'ROAD, AND IN THE CENTER OF THE TOP OF A LONE 10X8X2 FOOT WHITE ROCK. A
 MS0437'STANDARD DISK, STAMPED W 59 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0203 ***********************************************************************
 HM0203  DESIGNATION -  W 61
 HM0203  PID         -  HM0203
 HM0203  STATE/COUNTY-  UT/SAN JUAN
 HM0203  COUNTRY     -  US
 HM0203  USGS QUAD   -  NORTHDALE (2019)
 HM0203
 HM0203                         *CURRENT SURVEY CONTROL
 HM0203  ______________________________________________________________________
 HM0203* NAD 83(1986) POSITION- 37 49 39.     (N) 109 04 52.     (W)   SCALED
 HM0203* NAVD 88 ORTHO HEIGHT -  2061.839 (meters)     6764.55  (feet) ADJUSTED
 HM0203  ______________________________________________________________________
 HM0203  GEOID HEIGHT    -        -19.195 (meters)                     GEOID18
 HM0203  DYNAMIC HEIGHT  -       2059.347 (meters)     6756.37  (feet) COMP
 HM0203  MODELED GRAVITY -    979,347.4   (mgal)                       NAVD 88
 HM0203
 HM0203  VERT ORDER      -  SECOND    CLASS 0
 HM0203
 HM0203.The horizontal coordinates were scaled from a map and have
 HM0203.an estimated accuracy of +/- 6 seconds.
 HM0203
 HM0203.The orthometric height was determined by differential leveling and
 HM0203.adjusted by the NATIONAL GEODETIC SURVEY
 HM0203.in June 1991.
 HM0203
 HM0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0203.GEOID18 height accuracy estimate available here.
 HM0203
 HM0203.Click photographs - Photos may exist for this station.
 HM0203
 HM0203.The dynamic height is computed by dividing the NAVD 88
 HM0203.geopotential number by the normal gravity value computed on the
 HM0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0203.degrees latitude (g = 980.6199 gals.).
 HM0203
 HM0203.The modeled gravity was interpolated from observed gravity values.
 HM0203
 HM0203;                    North         East    Units  Estimated Accuracy
 HM0203;SPC UT S     - 3,131,590.      712,920.      MT  (+/- 180 meters Scaled)
 HM0203
 HM0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG688884(NAD 83)
 HM0203
 HM0203                          SUPERSEDED SURVEY CONTROL
 HM0203
 HM0203  NGVD 29 (??/??/92) 2060.677  (m)         6760.74   (f) ADJ UNCH    2 0
 HM0203
 HM0203.Superseded values are not recommended for survey control.
 HM0203
 HM0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0203.See file dsdata.pdf to determine how the superseded data were derived.
 HM0203
 HM0203_MARKER: DB = BENCH MARK DISK
 HM0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0203_STAMPING: W 61 1934
 HM0203_MARK LOGO: CGS
 HM0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0203+STABILITY: SURFACE MOTION
 HM0203
 HM0203  HISTORY     - Date     Condition        Report By
 HM0203  HISTORY     - 1934     MONUMENTED       CGS
 HM0203  HISTORY     - 1980     MARK NOT FOUND   USGS
 HM0203  HISTORY     - 1980     MARK NOT FOUND   USGS
 HM0203
 HM0203                          STATION DESCRIPTION
 HM0203
 HM0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0203'10.9 MI NW FROM DOVE CREEK, CO.
 HM0203'IN SAN JUAN COUNTY, UTAH, 10.9 MILES NORTHWEST ALONG U.S. HIGHWAY 160
 HM0203'AND U.S. HIGHWAY 450 (IN 1934) FROM THE PUBLIC SCHOOL AT DOVE CREEK,
 HM0203'DOLORES COUNTY, COLORADO, 2.3 MILES WEST OF THE UTAH-COLORADO STATE
 HM0203'LINE, 140 FEET WEST OF THE WEST END OF A CULVERT, AT A CROSSROAD
 HM0203'LEADING SOUTH TO LOCKERBY, 70 FEET EAST OF THE CENTERLINE OF THE CROSS
 HM0203'ROAD, AND 45 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 HM0203'DISK, STAMPED W 61 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HM0203
 HM0203                          STATION RECOVERY (1980)
 HM0203
 HM0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0203'MARK NOT FOUND.
 HM0203
 HM0203                          STATION RECOVERY (1980)
 HM0203
 HM0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HM0203'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0072 ***********************************************************************
 LP0072  DESIGNATION -  W 62
 LP0072  PID         -  LP0072
 LP0072  STATE/COUNTY-  UT/TOOELE
 LP0072  COUNTRY     -  US
 LP0072  USGS QUAD   -  TERRA (2017)
 LP0072
 LP0072                         *CURRENT SURVEY CONTROL
 LP0072  ______________________________________________________________________
 LP0072* NAD 83(1986) POSITION- 40 18 23.     (N) 112 43 16.     (W)   SCALED
 LP0072* NAVD 88 ORTHO HEIGHT -  1423.466 (meters)     4670.15  (feet) ADJUSTED
 LP0072  ______________________________________________________________________
 LP0072  GEOID HEIGHT    -        -17.949 (meters)                     GEOID18
 LP0072  DYNAMIC HEIGHT  -       1422.262 (meters)     4666.20  (feet) COMP
 LP0072  MODELED GRAVITY -    979,730.2   (mgal)                       NAVD 88
 LP0072
 LP0072  VERT ORDER      -  FIRST     CLASS II
 LP0072
 LP0072.The horizontal coordinates were scaled from a map and have
 LP0072.an estimated accuracy of +/- 6 seconds.
 LP0072
 LP0072.The orthometric height was determined by differential leveling and
 LP0072.adjusted by the NATIONAL GEODETIC SURVEY
 LP0072.in June 1991.
 LP0072
 LP0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0072.GEOID18 height accuracy estimate available here.
 LP0072
 LP0072.Click photographs - Photos may exist for this station.
 LP0072
 LP0072.The dynamic height is computed by dividing the NAVD 88
 LP0072.geopotential number by the normal gravity value computed on the
 LP0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0072.degrees latitude (g = 980.6199 gals.).
 LP0072
 LP0072.The modeled gravity was interpolated from observed gravity values.
 LP0072
 LP0072;                    North         East    Units  Estimated Accuracy
 LP0072;SPC UT C     - 2,219,760.      396,200.      MT  (+/- 180 meters Scaled)
 LP0072
 LP0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK537631(NAD 83)
 LP0072
 LP0072                          SUPERSEDED SURVEY CONTROL
 LP0072
 LP0072  NGVD 29 (??/??/92) 1422.370  (m)         4666.56   (f) ADJ UNCH    1 2
 LP0072
 LP0072.Superseded values are not recommended for survey control.
 LP0072
 LP0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0072.See file dsdata.pdf to determine how the superseded data were derived.
 LP0072
 LP0072_MARKER: DB = BENCH MARK DISK
 LP0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0072_STAMPING: W 62 1934
 LP0072_MARK LOGO: CGS
 LP0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0072+STABILITY: SURFACE MOTION
 LP0072
 LP0072  HISTORY     - Date     Condition        Report By
 LP0072  HISTORY     - 1934     MONUMENTED       CGS
 LP0072  HISTORY     - 1981     GOOD             USGS
 LP0072
 LP0072                          STATION DESCRIPTION
 LP0072
 LP0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0072'1.1 MI E FROM ORRS RANCH.
 LP0072'ABOUT 1.1 MILES EAST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0072'TOOELE COUNTY, 51 FEET SOUTH OF THE HIGHWAY, 8 FEET WEST OF A FENCE
 LP0072'CORNER, AND 1.9 FEET NORTH OF A FENCE LINE.  A STANDARD DISK, STAMPED
 LP0072'W 62 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LP0072
 LP0072                          STATION RECOVERY (1981)
 LP0072
 LP0072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LP0072'X-RDS. 0.5 MI. N. OF THE ORR RANCH, THENCE 0.8 MI. E., 23 FT. W. AND
 LP0072'33 FT. S. AND 0.6 FT. HIGHER THAN T-RD. S., SET IN TOP OF A CONCRETE
 LP0072'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0146 ***********************************************************************
 LP0146  DESIGNATION -  W 67
 LP0146  PID         -  LP0146
 LP0146  STATE/COUNTY-  UT/TOOELE
 LP0146  COUNTRY     -  US
 LP0146  USGS QUAD   -  GRANITE PEAK NW (2017)
 LP0146
 LP0146                         *CURRENT SURVEY CONTROL
 LP0146  ______________________________________________________________________
 LP0146* NAD 83(1986) POSITION- 40 08 18.     (N) 113 26 02.     (W)   SCALED
 LP0146* NAVD 88 ORTHO HEIGHT -  1297.955 (meters)     4258.37  (feet) ADJUSTED
 LP0146  ______________________________________________________________________
 LP0146  GEOID HEIGHT    -        -19.049 (meters)                     GEOID18
 LP0146  DYNAMIC HEIGHT  -       1296.900 (meters)     4254.91  (feet) COMP
 LP0146  MODELED GRAVITY -    979,768.2   (mgal)                       NAVD 88
 LP0146
 LP0146  VERT ORDER      -  FIRST     CLASS II
 LP0146
 LP0146.The horizontal coordinates were scaled from a map and have
 LP0146.an estimated accuracy of +/- 6 seconds.
 LP0146
 LP0146.The orthometric height was determined by differential leveling and
 LP0146.adjusted by the NATIONAL GEODETIC SURVEY
 LP0146.in June 1991.
 LP0146
 LP0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0146.GEOID18 height accuracy estimate available here.
 LP0146
 LP0146.Click photographs - Photos may exist for this station.
 LP0146
 LP0146.The dynamic height is computed by dividing the NAVD 88
 LP0146.geopotential number by the normal gravity value computed on the
 LP0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0146.degrees latitude (g = 980.6199 gals.).
 LP0146
 LP0146.The modeled gravity was interpolated from observed gravity values.
 LP0146
 LP0146;                    North         East    Units  Estimated Accuracy
 LP0146;SPC UT C     - 2,202,170.      335,220.      MT  (+/- 180 meters Scaled)
 LP0146
 LP0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK926459(NAD 83)
 LP0146
 LP0146                          SUPERSEDED SURVEY CONTROL
 LP0146
 LP0146  NGVD 29 (??/??/92) 1296.951  (m)         4255.08   (f) ADJ UNCH    1 2
 LP0146
 LP0146.Superseded values are not recommended for survey control.
 LP0146
 LP0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0146.See file dsdata.pdf to determine how the superseded data were derived.
 LP0146
 LP0146_STAMPING: W 67 1934
 LP0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0146+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 LP0146
 LP0146  HISTORY     - Date     Condition        Report By
 LP0146  HISTORY     - 1934     MONUMENTED       CGS
 LP0146  HISTORY     - 1984     GOOD             DMA
 LP0146  HISTORY     - 20150317 GOOD             INDIV
 LP0146  HISTORY     - 20200225 MARK NOT FOUND   3001
 LP0146
 LP0146                          STATION DESCRIPTION
 LP0146
 LP0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0146'24.7 MI E FROM GOLD HILL.
 LP0146'ABOUT 24.7 MILES EAST ALONG THE OLD LINCOLN HIGHWAY FROM GOLD HILL,
 LP0146'TOOELE COUNTY, AND 67 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY. A
 LP0146'STANDARD DISK, STAMPED W 67 1934 AND SET IN THE TOP OF A CONCRETE
 LP0146'POST.
 LP0146
 LP0146                          STATION RECOVERY (1984)
 LP0146
 LP0146'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 LP0146'RECOVERED IN GOOD CONDITION.
 LP0146
 LP0146                          STATION RECOVERY (2015)
 LP0146
 LP0146'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (GDS)
 LP0146'RECOVERED BY DEWBERRY CONSULTANTS LLC. MARK IS ON DUGWAY PROVING
 LP0146'GROUNDS MILITARY BASE. NO ENTRY WITHOUT PRIOR APPROVAL.
 LP0146
 LP0146                          STATION RECOVERY (2020)
 LP0146
 LP0146'RECOVERY NOTE BY 3001, INC 2020 (TLS)
 LP0146'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KP0043 ***********************************************************************
 KP0043  DESIGNATION -  W 74
 KP0043  PID         -  KP0043
 KP0043  STATE/COUNTY-  UT/MILLARD
 KP0043  COUNTRY     -  US
 KP0043  USGS QUAD   -  THE COVE (2018)
 KP0043
 KP0043                         *CURRENT SURVEY CONTROL
 KP0043  ______________________________________________________________________
 KP0043* NAD 83(1986) POSITION- 39 10 34.     (N) 114 01 41.     (W)   SCALED
 KP0043* NAVD 88 ORTHO HEIGHT -  1547.374 (meters)     5076.68  (feet) ADJUSTED
 KP0043  ______________________________________________________________________
 KP0043  GEOID HEIGHT    -        -20.253 (meters)                     GEOID18
 KP0043  DYNAMIC HEIGHT  -       1545.862 (meters)     5071.72  (feet) COMP
 KP0043  MODELED GRAVITY -    979,596.3   (mgal)                       NAVD 88
 KP0043
 KP0043  VERT ORDER      -  SECOND    CLASS 0
 KP0043
 KP0043.The horizontal coordinates were scaled from a map and have
 KP0043.an estimated accuracy of +/- 6 seconds.
 KP0043
 KP0043.The orthometric height was determined by differential leveling and
 KP0043.adjusted by the NATIONAL GEODETIC SURVEY
 KP0043.in June 1991.
 KP0043
 KP0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 KP0043.GEOID18 height accuracy estimate available here.
 KP0043
 KP0043.Click photographs - Photos may exist for this station.
 KP0043
 KP0043.The dynamic height is computed by dividing the NAVD 88
 KP0043.geopotential number by the normal gravity value computed on the
 KP0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0043.degrees latitude (g = 980.6199 gals.).
 KP0043
 KP0043.The modeled gravity was interpolated from observed gravity values.
 KP0043
 KP0043;                    North         East    Units  Estimated Accuracy
 KP0043;SPC UT C     - 2,096,650.      281,580.      MT  (+/- 180 meters Scaled)
 KP0043
 KP0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD567405(NAD 83)
 KP0043
 KP0043                          SUPERSEDED SURVEY CONTROL
 KP0043
 KP0043  NGVD 29 (??/??/92) 1546.262  (m)         5073.03   (f) ADJ UNCH    2 0
 KP0043
 KP0043.Superseded values are not recommended for survey control.
 KP0043
 KP0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0043.See file dsdata.pdf to determine how the superseded data were derived.
 KP0043
 KP0043_MARKER: DB = BENCH MARK DISK
 KP0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0043_STAMPING: W 74 1934
 KP0043_MARK LOGO: CGS
 KP0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0043+STABILITY: SURFACE MOTION
 KP0043
 KP0043  HISTORY     - Date     Condition        Report By
 KP0043  HISTORY     - 1934     MONUMENTED       CGS
 KP0043
 KP0043                          STATION DESCRIPTION
 KP0043
 KP0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0043'3.6 MI SW FROM ROBINSONS RANCH.
 KP0043'3.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM ROBINSONS RANCH, MILLARD
 KP0043'COUNTY, 70 FEET NORTH OF THE OLD ROAD, AND 45 FEET NORTH OF THE CENTER
 KP0043'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED W 74 1934 AND SET IN
 KP0043'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0369 ***********************************************************************
 KO0369  DESIGNATION -  W 75
 KO0369  PID         -  KO0369
 KO0369  STATE/COUNTY-  UT/JUAB
 KO0369  COUNTRY     -  US
 KO0369  USGS QUAD   -  INDIAN FARM CREEK (2017)
 KO0369
 KO0369                         *CURRENT SURVEY CONTROL
 KO0369  ______________________________________________________________________
 KO0369* NAD 83(1986) POSITION- 39 48 43.     (N) 113 46 57.     (W)   SCALED
 KO0369* NAVD 88 ORTHO HEIGHT -  1512.932 (meters)     4963.68  (feet) ADJUSTED
 KO0369  ______________________________________________________________________
 KO0369  GEOID HEIGHT    -        -19.352 (meters)                     GEOID18
 KO0369  DYNAMIC HEIGHT  -       1511.549 (meters)     4959.14  (feet) COMP
 KO0369  MODELED GRAVITY -    979,659.0   (mgal)                       NAVD 88
 KO0369
 KO0369  VERT ORDER      -  SECOND    CLASS 0
 KO0369
 KO0369.The horizontal coordinates were scaled from a map and have
 KO0369.an estimated accuracy of +/- 6 seconds.
 KO0369
 KO0369.The orthometric height was determined by differential leveling and
 KO0369.adjusted by the NATIONAL GEODETIC SURVEY
 KO0369.in June 1991.
 KO0369
 KO0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0369.GEOID18 height accuracy estimate available here.
 KO0369
 KO0369.Click photographs - Photos may exist for this station.
 KO0369
 KO0369.The dynamic height is computed by dividing the NAVD 88
 KO0369.geopotential number by the normal gravity value computed on the
 KO0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0369.degrees latitude (g = 980.6199 gals.).
 KO0369
 KO0369.The modeled gravity was interpolated from observed gravity values.
 KO0369
 KO0369;                    North         East    Units  Estimated Accuracy
 KO0369;SPC UT C     - 2,166,650.      304,600.      MT  (+/- 180 meters Scaled)
 KO0369
 KO0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STK618105(NAD 83)
 KO0369
 KO0369                          SUPERSEDED SURVEY CONTROL
 KO0369
 KO0369  NGVD 29 (??/??/92) 1511.845  (m)         4960.11   (f) ADJ UNCH    2 0
 KO0369
 KO0369.Superseded values are not recommended for survey control.
 KO0369
 KO0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0369.See file dsdata.pdf to determine how the superseded data were derived.
 KO0369
 KO0369_MARKER: DB = BENCH MARK DISK
 KO0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0369_STAMPING: W 75 1934
 KO0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0369+STABILITY: SURFACE MOTION
 KO0369
 KO0369  HISTORY     - Date     Condition        Report By
 KO0369  HISTORY     - 1934     MONUMENTED       CGS
 KO0369
 KO0369                          STATION DESCRIPTION
 KO0369
 KO0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0369'7.6 MI S FROM CALLAO.
 KO0369'7.6 MILES SOUTH ALONG THE ROAD LEADING TO TROUT CREEK FROM THE ROAD
 KO0369'JUNCTION WEST TO CALLAO, 65 FEET SOUTHEAST OF THE JUNCTION OF A
 KO0369'DIAGONAL SIDE ROAD LEADING NORTHWEST, AND 45 FEET WEST OF THE CENTER
 KO0369'LINE OF THE MAIN ROAD.  SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0191 ***********************************************************************
 LP0191  DESIGNATION -  W 76
 LP0191  PID         -  LP0191
 LP0191  STATE/COUNTY-  UT/TOOELE
 LP0191  COUNTRY     -  US
 LP0191  USGS QUAD   -  ELEPHANT KNOLL (2017)
 LP0191
 LP0191                         *CURRENT SURVEY CONTROL
 LP0191  ______________________________________________________________________
 LP0191* NAD 83(1986) POSITION- 40 22 10.     (N) 113 57 39.     (W)   SCALED
 LP0191* NAVD 88 ORTHO HEIGHT -  1319.583 (meters)     4329.33  (feet) ADJUSTED
 LP0191  ______________________________________________________________________
 LP0191  GEOID HEIGHT    -        -18.802 (meters)                     GEOID18
 LP0191  DYNAMIC HEIGHT  -       1318.519 (meters)     4325.84  (feet) COMP
 LP0191  MODELED GRAVITY -    979,773.7   (mgal)                       NAVD 88
 LP0191
 LP0191  VERT ORDER      -  SECOND    CLASS 0
 LP0191
 LP0191.The horizontal coordinates were scaled from a map and have
 LP0191.an estimated accuracy of +/- 6 seconds.
 LP0191
 LP0191.The orthometric height was determined by differential leveling and
 LP0191.adjusted by the NATIONAL GEODETIC SURVEY
 LP0191.in June 1991.
 LP0191
 LP0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0191.GEOID18 height accuracy estimate available here.
 LP0191
 LP0191.Click photographs - Photos may exist for this station.
 LP0191
 LP0191.The dynamic height is computed by dividing the NAVD 88
 LP0191.geopotential number by the normal gravity value computed on the
 LP0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0191.degrees latitude (g = 980.6199 gals.).
 LP0191
 LP0191.The modeled gravity was interpolated from observed gravity values.
 LP0191
 LP0191;                    North         East    Units  Estimated Accuracy
 LP0191;SPC UT C     - 2,228,930.      291,040.      MT  (+/- 180 meters Scaled)
 LP0191
 LP0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK486729(NAD 83)
 LP0191
 LP0191                          SUPERSEDED SURVEY CONTROL
 LP0191
 LP0191  NGVD 29 (??/??/92) 1318.593  (m)         4326.08   (f) ADJ UNCH    2 0
 LP0191
 LP0191.Superseded values are not recommended for survey control.
 LP0191
 LP0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0191.See file dsdata.pdf to determine how the superseded data were derived.
 LP0191
 LP0191_MARKER: DB = BENCH MARK DISK
 LP0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0191_STAMPING: W 76 1934
 LP0191_MARK LOGO: CGS
 LP0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0191+STABILITY: SURFACE MOTION
 LP0191
 LP0191  HISTORY     - Date     Condition        Report By
 LP0191  HISTORY     - 1934     MONUMENTED       CGS
 LP0191  HISTORY     - 1972     GOOD             USGS
 LP0191
 LP0191                          STATION DESCRIPTION
 LP0191
 LP0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0191'17.6 MI N FROM GOLD HILL.
 LP0191'ABOUT 17.6 MILES NORTH ALONG THE DEEP CREEK RAILROAD FROM THE STATION
 LP0191'AT GOLD HILL, TOOELE COUNTY, ABOUT 75 FEET WEST OF MILEPOST 27, AND 36
 LP0191'FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED W
 LP0191'76 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LP0191
 LP0191                          STATION RECOVERY (1972)
 LP0191
 LP0191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 LP0191'FROM THE LAST CHANCE RANCH GO NORTH ACROSS DEEP CREEK 0.1 MI. TO THE
 LP0191'MAIN ROAD LEADING WEST, FOLLOW THIS ROAD WEST 1.05 MI. TO THE ROAD
 LP0191'THAT WAS FORMERLY THE OLD DEEP CREEK R.R. BED, THENCE 3.5 MI. NW
 LP0191'ALONG THE OLD RAILROAD GRADE. THE BM IS A STANDARD DISK SET IN THE
 LP0191'TOP OF A CONCRETE POST LOCATED 36 FT. WEST OF THE ROAD. THE TABLET IS
 LP0191'STAMPED W-76 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0288 ***********************************************************************
 KO0288  DESIGNATION -  W 78
 KO0288  PID         -  KO0288
 KO0288  STATE/COUNTY-  UT/JUAB
 KO0288  COUNTRY     -  US
 KO0288  USGS QUAD   -  TOPAZ MOUNTAIN SW (2017)
 KO0288
 KO0288                         *CURRENT SURVEY CONTROL
 KO0288  ______________________________________________________________________
 KO0288* NAD 83(1986) POSITION- 39 35 09.     (N) 113 09 34.     (W)   SCALED
 KO0288* NAVD 88 ORTHO HEIGHT -  1605.980 (meters)     5268.95  (feet) ADJUSTED
 KO0288  ______________________________________________________________________
 KO0288  GEOID HEIGHT    -        -19.369 (meters)                     GEOID18
 KO0288  DYNAMIC HEIGHT  -       1604.475 (meters)     5264.02  (feet) COMP
 KO0288  MODELED GRAVITY -    979,632.8   (mgal)                       NAVD 88
 KO0288
 KO0288  VERT ORDER      -  SECOND    CLASS 0
 KO0288
 KO0288.The horizontal coordinates were scaled from a map and have
 KO0288.an estimated accuracy of +/- 6 seconds.
 KO0288
 KO0288.The orthometric height was determined by differential leveling and
 KO0288.adjusted by the NATIONAL GEODETIC SURVEY
 KO0288.in June 1991.
 KO0288
 KO0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0288.GEOID18 height accuracy estimate available here.
 KO0288
 KO0288.Click photographs - Photos may exist for this station.
 KO0288
 KO0288.The dynamic height is computed by dividing the NAVD 88
 KO0288.geopotential number by the normal gravity value computed on the
 KO0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0288.degrees latitude (g = 980.6199 gals.).
 KO0288
 KO0288.The modeled gravity was interpolated from observed gravity values.
 KO0288
 KO0288;                    North         East    Units  Estimated Accuracy
 KO0288;SPC UT C     - 2,140,370.      357,460.      MT  (+/- 180 meters Scaled)
 KO0288
 KO0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ145840(NAD 83)
 KO0288
 KO0288                          SUPERSEDED SURVEY CONTROL
 KO0288
 KO0288  NGVD 29 (??/??/92) 1604.831  (m)         5265.18   (f) ADJ UNCH    2 0
 KO0288
 KO0288.Superseded values are not recommended for survey control.
 KO0288
 KO0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0288.See file dsdata.pdf to determine how the superseded data were derived.
 KO0288
 KO0288_MARKER: DB = BENCH MARK DISK
 KO0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0288_STAMPING: W 78 1934
 KO0288_MARK LOGO: CGS
 KO0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0288+STABILITY: SURFACE MOTION
 KO0288
 KO0288  HISTORY     - Date     Condition        Report By
 KO0288  HISTORY     - 1934     MONUMENTED       CGS
 KO0288
 KO0288                          STATION DESCRIPTION
 KO0288
 KO0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0288'26.9 MI SE FROM FISH SPRINGS.
 KO0288'26.9 MILES SOUTHEAST ALONG THE HINCKLEY-CALLAO ROAD FROM FISH SPRINGS.
 KO0288'70 FEET NORTHEAST OF SMALL ROUND HILL, 61 FEET NORTHEAST OF SMALL DRY
 KO0288'WASH, AND 30 FEET NORTHEAST OF CENTER LINE OF ROAD.  SET IN TOP OF
 KO0288'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0091 ***********************************************************************
 LP0091  DESIGNATION -  W 81
 LP0091  PID         -  LP0091
 LP0091  STATE/COUNTY-  UT/TOOELE
 LP0091  COUNTRY     -  US
 LP0091  USGS QUAD   -  CAMELS BACK RIDGE NW (2017)
 LP0091
 LP0091                         *CURRENT SURVEY CONTROL
 LP0091  ______________________________________________________________________
 LP0091* NAD 83(1986) POSITION- 40 10 52.     (N) 112 55 56.     (W)   SCALED
 LP0091* NAVD 88 ORTHO HEIGHT -  1322.196 (meters)     4337.90  (feet) ADJUSTED
 LP0091  ______________________________________________________________________
 LP0091  GEOID HEIGHT    -        -18.551 (meters)                     GEOID18
 LP0091  DYNAMIC HEIGHT  -       1321.108 (meters)     4334.34  (feet) COMP
 LP0091  MODELED GRAVITY -    979,757.4   (mgal)                       NAVD 88
 LP0091
 LP0091  VERT ORDER      -  FIRST     CLASS II
 LP0091
 LP0091.The horizontal coordinates were scaled from a map and have
 LP0091.an estimated accuracy of +/- 6 seconds.
 LP0091
 LP0091.The orthometric height was determined by differential leveling and
 LP0091.adjusted by the NATIONAL GEODETIC SURVEY
 LP0091.in June 1991.
 LP0091
 LP0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0091.GEOID18 height accuracy estimate available here.
 LP0091
 LP0091.Click photographs - Photos may exist for this station.
 LP0091
 LP0091.The dynamic height is computed by dividing the NAVD 88
 LP0091.geopotential number by the normal gravity value computed on the
 LP0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0091.degrees latitude (g = 980.6199 gals.).
 LP0091
 LP0091.The modeled gravity was interpolated from observed gravity values.
 LP0091
 LP0091;                    North         East    Units  Estimated Accuracy
 LP0091;SPC UT C     - 2,206,120.      378,040.      MT  (+/- 180 meters Scaled)
 LP0091
 LP0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK354496(NAD 83)
 LP0091
 LP0091                          SUPERSEDED SURVEY CONTROL
 LP0091
 LP0091  NGVD 29 (??/??/92) 1321.156  (m)         4334.49   (f) ADJ UNCH    1 2
 LP0091
 LP0091.Superseded values are not recommended for survey control.
 LP0091
 LP0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0091.See file dsdata.pdf to determine how the superseded data were derived.
 LP0091
 LP0091_MARKER: DB = BENCH MARK DISK
 LP0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0091_STAMPING: W 81 1934
 LP0091_MARK LOGO: CGS
 LP0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0091+STABILITY: SURFACE MOTION
 LP0091
 LP0091  HISTORY     - Date     Condition        Report By
 LP0091  HISTORY     - 1934     MONUMENTED       CGS
 LP0091  HISTORY     - 1954     MARK NOT FOUND   USGS
 LP0091
 LP0091                          STATION DESCRIPTION
 LP0091
 LP0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0091'20 MI W FROM ORRS RANCH.
 LP0091'ABOUT 20 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0091'TOOELE COUNTY, THENCE ABOUT 0.5 MILE SOUTHWEST ALONG THE ROAD LEADING
 LP0091'TO FISH SPRINGS, 75 FEET NORTHEAST OF A JUNCTION WITH A SIDE ROAD
 LP0091'LEADING SOUTHWEST, 60 FEET NORTHWEST OF A CURVE LEADING WEST, 55 FEET
 LP0091'NORTH OF AN OLD LINCOLN HIGHWAY SIGNPOST, AND 45 FEET NORTH OF THE
 LP0091'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED W 81 1934 AND SET
 LP0091'IN THE TOP OF A CONCRETE POST.
 LP0091
 LP0091                          STATION RECOVERY (1954)
 LP0091
 LP0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LP0091'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0379 ***********************************************************************
 MS0379  DESIGNATION -  W 83
 MS0379  PID         -  MS0379
 MS0379  STATE/COUNTY-  UT/BOX ELDER
 MS0379  COUNTRY     -  US
 MS0379  USGS QUAD   -  LUCIN (2017)
 MS0379
 MS0379                         *CURRENT SURVEY CONTROL
 MS0379  ______________________________________________________________________
 MS0379* NAD 83(1986) POSITION- 41 17 48.     (N) 113 55 07.     (W)   SCALED
 MS0379* NAVD 88 ORTHO HEIGHT -  1403.584 (meters)     4604.93  (feet) ADJUSTED
 MS0379  ______________________________________________________________________
 MS0379  GEOID HEIGHT    -        -16.852 (meters)                     GEOID18
 MS0379  DYNAMIC HEIGHT  -       1402.579 (meters)     4601.63  (feet) COMP
 MS0379  MODELED GRAVITY -    979,858.4   (mgal)                       NAVD 88
 MS0379
 MS0379  VERT ORDER      -  SECOND    CLASS 0
 MS0379
 MS0379.The horizontal coordinates were scaled from a map and have
 MS0379.an estimated accuracy of +/- 6 seconds.
 MS0379
 MS0379.The orthometric height was determined by differential leveling and
 MS0379.adjusted by the NATIONAL GEODETIC SURVEY
 MS0379.in June 1991.
 MS0379
 MS0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0379.GEOID18 height accuracy estimate available here.
 MS0379
 MS0379.Click photographs - Photos may exist for this station.
 MS0379
 MS0379.The dynamic height is computed by dividing the NAVD 88
 MS0379.geopotential number by the normal gravity value computed on the
 MS0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0379.degrees latitude (g = 980.6199 gals.).
 MS0379
 MS0379.The modeled gravity was interpolated from observed gravity values.
 MS0379
 MS0379;                    North         East    Units  Estimated Accuracy
 MS0379;SPC UT N     - 1,109,800.      297,460.      MT  (+/- 180 meters Scaled)
 MS0379
 MS0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL556758(NAD 83)
 MS0379
 MS0379                          SUPERSEDED SURVEY CONTROL
 MS0379
 MS0379  NGVD 29 (??/??/92) 1402.56   (m)         4601.6    (f) COMPUTED    2 0
 MS0379
 MS0379.Superseded values are not recommended for survey control.
 MS0379
 MS0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0379.See file dsdata.pdf to determine how the superseded data were derived.
 MS0379
 MS0379_MARKER: DB = BENCH MARK DISK
 MS0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0379_STAMPING: W 83 1958
 MS0379_MARK LOGO: CGS
 MS0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0379+STABILITY: SURFACE MOTION
 MS0379
 MS0379  HISTORY     - Date     Condition        Report By
 MS0379  HISTORY     - 1958     MONUMENTED       CGS
 MS0379
 MS0379                          STATION DESCRIPTION
 MS0379
 MS0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MS0379'3.7 MI S FROM LUCIN.
 MS0379'3.7 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT LUCIN,
 MS0379'0.15 MILE SOUTH OF THE CROSSING OF A WASH, 59 1/2 FEET WEST OF THE
 MS0379'CENTER LINE OF THE ROAD, 3.5 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT
 MS0379'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MS0379'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0211 ***********************************************************************
 LP0211  DESIGNATION -  W 84
 LP0211  PID         -  LP0211
 LP0211  STATE/COUNTY-  UT/TOOELE
 LP0211  COUNTRY     -  US
 LP0211  USGS QUAD   -  MINERS CANYON (2018)
 LP0211
 LP0211                         *CURRENT SURVEY CONTROL
 LP0211  ______________________________________________________________________
 LP0211* NAD 83(1986) POSITION- 40 58 19.     (N) 114 00 04.     (W)   SCALED
 LP0211* NAVD 88 ORTHO HEIGHT -  1315.366 (meters)     4315.50  (feet) ADJUSTED
 LP0211  ______________________________________________________________________
 LP0211  GEOID HEIGHT    -        -17.644 (meters)                     GEOID18
 LP0211  DYNAMIC HEIGHT  -       1314.347 (meters)     4312.15  (feet) COMP
 LP0211  MODELED GRAVITY -    979,804.6   (mgal)                       NAVD 88
 LP0211
 LP0211  VERT ORDER      -  SECOND    CLASS 0
 LP0211
 LP0211.The horizontal coordinates were scaled from a map and have
 LP0211.an estimated accuracy of +/- 6 seconds.
 LP0211
 LP0211.The orthometric height was determined by differential leveling and
 LP0211.adjusted by the NATIONAL GEODETIC SURVEY
 LP0211.in June 1991.
 LP0211
 LP0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0211.GEOID18 height accuracy estimate available here.
 LP0211
 LP0211.Click photographs - Photos may exist for this station.
 LP0211
 LP0211.The dynamic height is computed by dividing the NAVD 88
 LP0211.geopotential number by the normal gravity value computed on the
 LP0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0211.degrees latitude (g = 980.6199 gals.).
 LP0211
 LP0211.The modeled gravity was interpolated from observed gravity values.
 LP0211
 LP0211;                    North         East    Units  Estimated Accuracy
 LP0211;SPC UT C     - 2,295,900.      289,490.      MT  (+/- 180 meters Scaled)
 LP0211
 LP0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF523399(NAD 83)
 LP0211
 LP0211                          SUPERSEDED SURVEY CONTROL
 LP0211
 LP0211  NGVD 29 (??/??/92) 1314.350  (m)         4312.16   (f) ADJ UNCH    2 0
 LP0211
 LP0211.Superseded values are not recommended for survey control.
 LP0211
 LP0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0211.See file dsdata.pdf to determine how the superseded data were derived.
 LP0211
 LP0211_MARKER: DB = BENCH MARK DISK
 LP0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0211_STAMPING: W 84 1958
 LP0211_MARK LOGO: CGS
 LP0211_PROJECTION: FLUSH
 LP0211_MAGNETIC: N = NO MAGNETIC MATERIAL
 LP0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0211+STABILITY: SURFACE MOTION
 LP0211
 LP0211  HISTORY     - Date     Condition        Report By
 LP0211  HISTORY     - 1958     MONUMENTED       CGS
 LP0211  HISTORY     - 19980806 GOOD             NIMA
 LP0211
 LP0211                          STATION DESCRIPTION
 LP0211
 LP0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LP0211'18.7 MI N FROM WENDOVER.
 LP0211'0.9 MILE EAST ALONG U. S. HIGHWAY 40 AND 50 ALTERNATE FROM THE
 LP0211'NEVADA-UTAH STATE LINE AT WENDOVER, THENCE 5.1 MILES NORTH ALONG A
 LP0211'GRAVEL ROAD, THENCE 11.7 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0
 LP0211'MILE NORTHEAST ALONG A GRAVEL ROAD, ON THE OUTSIDE OF A SLIGHT CURVE,
 LP0211'48 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.7 FEET SOUTHEAST
 LP0211'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 LP0211'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LP0211
 LP0211                          STATION RECOVERY (1998)
 LP0211
 LP0211'RECOVERY NOTE BY NATIONAL IMAGERY + MAPPING AGENCY 1998 (JDT)
 LP0211'GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0260 ***********************************************************************
 LO0260  DESIGNATION -  W 85
 LO0260  PID         -  LO0260
 LO0260  STATE/COUNTY-  UT/SUMMIT
 LO0260  COUNTRY     -  US
 LO0260  USGS QUAD   -  COALVILLE (2017)
 LO0260
 LO0260                         *CURRENT SURVEY CONTROL
 LO0260  ______________________________________________________________________
 LO0260* NAD 83(1986) POSITION- 40 57 17.     (N) 111 24 05.     (W)   SCALED
 LO0260* NAVD 88 ORTHO HEIGHT -  1700.770 (meters)     5579.94  (feet) ADJUSTED
 LO0260  ______________________________________________________________________
 LO0260  GEOID HEIGHT    -        -15.885 (meters)                     GEOID18
 LO0260  DYNAMIC HEIGHT  -       1699.265 (meters)     5575.01  (feet) COMP
 LO0260  MODELED GRAVITY -    979,679.6   (mgal)                       NAVD 88
 LO0260
 LO0260  VERT ORDER      -  SECOND    CLASS 0
 LO0260
 LO0260.The horizontal coordinates were scaled from a map and have
 LO0260.an estimated accuracy of +/- 6 seconds.
 LO0260
 LO0260.The orthometric height was determined by differential leveling and
 LO0260.adjusted by the NATIONAL GEODETIC SURVEY
 LO0260.in June 1991.
 LO0260
 LO0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0260.GEOID18 height accuracy estimate available here.
 LO0260
 LO0260.Click photographs - Photos may exist for this station.
 LO0260
 LO0260.The dynamic height is computed by dividing the NAVD 88
 LO0260.geopotential number by the normal gravity value computed on the
 LO0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0260.degrees latitude (g = 980.6199 gals.).
 LO0260
 LO0260.The modeled gravity was interpolated from observed gravity values.
 LO0260
 LO0260;                    North         East    Units  Estimated Accuracy
 LO0260;SPC UT N     - 1,069,010.      508,300.      MT  (+/- 180 meters Scaled)
 LO0260
 LO0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL662338(NAD 83)
 LO0260
 LO0260                          SUPERSEDED SURVEY CONTROL
 LO0260
 LO0260  NGVD 29 (??/??/92) 1699.512  (m)         5575.82   (f) ADJ UNCH    2 0
 LO0260
 LO0260.Superseded values are not recommended for survey control.
 LO0260
 LO0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0260.See file dsdata.pdf to determine how the superseded data were derived.
 LO0260
 LO0260_MARKER: DB = BENCH MARK DISK
 LO0260_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0260_SP_SET: CULVERT HEADWALL
 LO0260_STAMPING: W 85 1934
 LO0260_MARK LOGO: CGS
 LO0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0260+STABILITY: SURFACE MOTION
 LO0260
 LO0260  HISTORY     - Date     Condition        Report By
 LO0260  HISTORY     - 1934     MONUMENTED       CGS
 LO0260  HISTORY     - 1958     MARK NOT FOUND   CGS
 LO0260
 LO0260                          STATION DESCRIPTION
 LO0260
 LO0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LO0260'2.5 MI SE FROM ECHO.
 LO0260'2-1/2 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LO0260'STATION AT ECHO, SUMMIT COUNTY, 1/2 MILE NORTHWEST OF THE STATION AT
 LO0260'GRASS CREEK JUNCTION, 30 FEET NORTHEAST OF THE TRACK, ON U. S. HIGHWAY
 LO0260'89, AT A HIGHWAY CULVERT, AND IN THE TOP OF THE SOUTHWEST HEAD WALL. A
 LO0260'STANDARD DISK, STAMPED W 85 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0590 ***********************************************************************
 LO0590  DESIGNATION -  W 86
 LO0590  PID         -  LO0590
 LO0590  STATE/COUNTY-  UT/SALT LAKE
 LO0590  COUNTRY     -  US
 LO0590  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0590
 LO0590                         *CURRENT SURVEY CONTROL
 LO0590  ______________________________________________________________________
 LO0590* NAD 83(1986) POSITION- 40 44 01.     (N) 111 54 33.     (W)   SCALED
 LO0590* NAVD 88 ORTHO HEIGHT -  1288.588 (meters)     4227.64  (feet) POSTED
 LO0590  ______________________________________________________________________
 LO0590  GEOID HEIGHT    -        -16.982 (meters)                     GEOID18
 LO0590  DYNAMIC HEIGHT  -       1287.56  (meters)     4224.3   (feet) COMP
 LO0590  MODELED GRAVITY -    979,781.1   (mgal)                       NAVD 88
 LO0590
 LO0590  VERT ORDER      -  * POSTED, SEE BELOW
 LO0590
 LO0590.The horizontal coordinates were scaled from a map and have
 LO0590.an estimated accuracy of +/- 6 seconds.
 LO0590
 LO0590.The orthometric height was determined by differential leveling
 LO0590.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LO0590
 LO0590.* This is a POSTED BENCH MARK height.
 LO0590
 LO0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0590.GEOID18 height accuracy estimate available here.
 LO0590
 LO0590.Click photographs - Photos may exist for this station.
 LO0590
 LO0590.The dynamic height is computed by dividing the NAVD 88
 LO0590.geopotential number by the normal gravity value computed on the
 LO0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0590.degrees latitude (g = 980.6199 gals.).
 LO0590
 LO0590.The modeled gravity was interpolated from observed gravity values.
 LO0590
 LO0590;                    North         East    Units  Estimated Accuracy
 LO0590;SPC UT C     - 2,266,570.      465,440.      MT  (+/- 180 meters Scaled)
 LO0590
 LO0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL232095(NAD 83)
 LO0590
 LO0590                          SUPERSEDED SURVEY CONTROL
 LO0590
 LO0590  NGVD 29 (??/??/92) 1287.633  (m)         4224.51   (f) ADJ UNCH    2 0
 LO0590
 LO0590.Superseded values are not recommended for survey control.
 LO0590
 LO0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0590.See file dsdata.pdf to determine how the superseded data were derived.
 LO0590
 LO0590_MARKER: DB = BENCH MARK DISK
 LO0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0590_STAMPING: W 86 1934
 LO0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0590+STABILITY: SURFACE MOTION
 LO0590
 LO0590  HISTORY     - Date     Condition        Report By
 LO0590  HISTORY     - 1934     MONUMENTED       CGS
 LO0590  HISTORY     - 1950     MARK NOT FOUND   USGS
 LO0590  HISTORY     - 19970914 MARK NOT FOUND   NGS
 LO0590
 LO0590                          STATION DESCRIPTION
 LO0590
 LO0590'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LO0590'2 MI S FROM SALT LAKE CITY.
 LO0590'ABOUT 2 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 LO0590'FROM THE STATION AT SALT LAKE CITY, SALT LAKE COUNTY, AT THE
 LO0590'SEVENTEENTH SOUTH STREET CROSSING, 80 FEET WEST OF THE TRACKS, 30 FEET
 LO0590'NORTH OF THE CENTERLINE OF THE STREET, AND IN THE PROPERTY LINE. A
 LO0590'STANDARD DISK, STAMPED W 86 1934 AND SET IN THE TOP OF A CONCRETE
 LO0590'POST.  NOTE-- SOME ROAD WORK HAS BEEN DONE VERY CLOSE TO THIS POSITION
 LO0590'AND THE MARK MAY HAVE BEEN DESTROYED.
 LO0590
 LO0590                          STATION RECOVERY (1997)
 LO0590
 LO0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 LO0590'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  THE MARK LOCATION
 LO0590'IS NOW PART OF THE STREET.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0224 ***********************************************************************
 MS0224  DESIGNATION -  W 88
 MS0224  PID         -  MS0224
 MS0224  STATE/COUNTY-  UT/BOX ELDER
 MS0224  COUNTRY     -  US
 MS0224  USGS QUAD   -  RATTLESNAKE PASS (2017)
 MS0224
 MS0224                         *CURRENT SURVEY CONTROL
 MS0224  ______________________________________________________________________
 MS0224* NAD 83(1986) POSITION- 41 53 44.     (N) 112 31 53.     (W)   SCALED
 MS0224* NAVD 88 ORTHO HEIGHT -  1596.831 (meters)     5238.94  (feet) ADJUSTED
 MS0224  ______________________________________________________________________
 MS0224  GEOID HEIGHT    -        -14.969 (meters)                     GEOID18
 MS0224  DYNAMIC HEIGHT  -       1595.702 (meters)     5235.23  (feet) COMP
 MS0224  MODELED GRAVITY -    979,859.2   (mgal)                       NAVD 88
 MS0224
 MS0224  VERT ORDER      -  SECOND    CLASS 0
 MS0224
 MS0224.The horizontal coordinates were scaled from a map and have
 MS0224.an estimated accuracy of +/- 6 seconds.
 MS0224
 MS0224.The orthometric height was determined by differential leveling and
 MS0224.adjusted by the NATIONAL GEODETIC SURVEY
 MS0224.in June 1991.
 MS0224
 MS0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0224.GEOID18 height accuracy estimate available here.
 MS0224
 MS0224.Click photographs - Photos may exist for this station.
 MS0224
 MS0224.The dynamic height is computed by dividing the NAVD 88
 MS0224.geopotential number by the normal gravity value computed on the
 MS0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0224.degrees latitude (g = 980.6199 gals.).
 MS0224
 MS0224.The modeled gravity was interpolated from observed gravity values.
 MS0224
 MS0224;                    North         East    Units  Estimated Accuracy
 MS0224;SPC UT N     - 1,174,000.      414,410.      MT  (+/- 180 meters Scaled)
 MS0224
 MS0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM729393(NAD 83)
 MS0224
 MS0224                          SUPERSEDED SURVEY CONTROL
 MS0224
 MS0224  NGVD 29 (??/??/92) 1595.750  (m)         5235.39   (f) ADJ UNCH    2 0
 MS0224
 MS0224.Superseded values are not recommended for survey control.
 MS0224
 MS0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0224.See file dsdata.pdf to determine how the superseded data were derived.
 MS0224
 MS0224_MARKER: DB = BENCH MARK DISK
 MS0224_SETTING: 66 = SET IN ROCK OUTCROP
 MS0224_STAMPING: W 88 1934
 MS0224_MARK LOGO: CGS
 MS0224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0224+STABILITY: POSITION/ELEVATION WELL
 MS0224
 MS0224  HISTORY     - Date     Condition        Report By
 MS0224  HISTORY     - 1934     MONUMENTED       CGS
 MS0224
 MS0224                          STATION DESCRIPTION
 MS0224
 MS0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0224'11.3 MI SE FROM SNOWVILLE.
 MS0224'11.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 S FROM THE CAFE BUILDING AT
 MS0224'SNOWVILLE, BOX ELDER COUNTY, IN AN OUTCROP OF BEDROCK, 50 FEET SOUTH
 MS0224'OF THE CENTERLINE OF THE HIGHWAY, AND UNDERLYING A LEDGE.  A STANDARD
 MS0224'DISK, STAMPED W 88 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0252 ***********************************************************************
 MS0252  DESIGNATION -  W 89
 MS0252  PID         -  MS0252
 MS0252  STATE/COUNTY-  UT/BOX ELDER
 MS0252  COUNTRY     -  US
 MS0252  USGS QUAD   -  MONUMENT PEAK SW (2017)
 MS0252
 MS0252                         *CURRENT SURVEY CONTROL
 MS0252  ______________________________________________________________________
 MS0252* NAD 83(1986) POSITION- 41 50 19.     (N) 112 58 38.     (W)   SCALED
 MS0252* NAVD 88 ORTHO HEIGHT -  1348.158 (meters)     4423.08  (feet) ADJUSTED
 MS0252  ______________________________________________________________________
 MS0252  GEOID HEIGHT    -        -15.288 (meters)                     GEOID18
 MS0252  DYNAMIC HEIGHT  -       1347.274 (meters)     4420.18  (feet) COMP
 MS0252  MODELED GRAVITY -    979,920.1   (mgal)                       NAVD 88
 MS0252
 MS0252  VERT ORDER      -  SECOND    CLASS 0
 MS0252
 MS0252.The horizontal coordinates were scaled from a map and have
 MS0252.an estimated accuracy of +/- 6 seconds.
 MS0252
 MS0252.The orthometric height was determined by differential leveling and
 MS0252.adjusted by the NATIONAL GEODETIC SURVEY
 MS0252.in June 1991.
 MS0252
 MS0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0252.GEOID18 height accuracy estimate available here.
 MS0252
 MS0252.Click photographs - Photos may exist for this station.
 MS0252
 MS0252.The dynamic height is computed by dividing the NAVD 88
 MS0252.geopotential number by the normal gravity value computed on the
 MS0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0252.degrees latitude (g = 980.6199 gals.).
 MS0252
 MS0252.The modeled gravity was interpolated from observed gravity values.
 MS0252
 MS0252;                    North         East    Units  Estimated Accuracy
 MS0252;SPC UT N     - 1,168,210.      377,310.      MT  (+/- 180 meters Scaled)
 MS0252
 MS0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM358337(NAD 83)
 MS0252
 MS0252                          SUPERSEDED SURVEY CONTROL
 MS0252
 MS0252  NGVD 29 (??/??/92) 1347.152  (m)         4419.78   (f) ADJ UNCH    2 0
 MS0252
 MS0252.Superseded values are not recommended for survey control.
 MS0252
 MS0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0252.See file dsdata.pdf to determine how the superseded data were derived.
 MS0252
 MS0252_MARKER: DB = BENCH MARK DISK
 MS0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0252_STAMPING: W 89 1934
 MS0252_MARK LOGO: CGS
 MS0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0252+STABILITY: SURFACE MOTION
 MS0252
 MS0252  HISTORY     - Date     Condition        Report By
 MS0252  HISTORY     - 1934     MONUMENTED       CGS
 MS0252
 MS0252                          STATION DESCRIPTION
 MS0252
 MS0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0252'10.3 MI NE FROM KELTON.
 MS0252'ABOUT 10.3 MILES NORTHEAST ALONG THE ROAD LEADING TO A JUNCTION WITH
 MS0252'U.S. HIGHWAY 30S FROM THE SOUTHERN PACIFIC CO. RAILROAD FREIGHT
 MS0252'STATION AT KELTON, BOX ELDER COUNTY, ON A HIGH FLAT, AND 28 FEET EAST
 MS0252'OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED W 89 1934
 MS0252'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0575 ***********************************************************************
 LO0575  DESIGNATION -  W 90
 LO0575  PID         -  LO0575
 LO0575  STATE/COUNTY-  UT/SALT LAKE
 LO0575  COUNTRY     -  US
 LO0575  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0575
 LO0575                         *CURRENT SURVEY CONTROL
 LO0575  ______________________________________________________________________
 LO0575* NAD 83(1986) POSITION- 40 43 00.     (N) 111 54 32.     (W)   SCALED
 LO0575* NAVD 88 ORTHO HEIGHT -  1292.634 (meters)     4240.92  (feet) ADJUSTED
 LO0575  ______________________________________________________________________
 LO0575  GEOID HEIGHT    -        -17.009 (meters)                     GEOID18
 LO0575  DYNAMIC HEIGHT  -       1291.600 (meters)     4237.52  (feet) COMP
 LO0575  MODELED GRAVITY -    979,780.5   (mgal)                       NAVD 88
 LO0575
 LO0575  VERT ORDER      -  FIRST     CLASS II
 LO0575
 LO0575.The horizontal coordinates were scaled from a map and have
 LO0575.an estimated accuracy of +/- 6 seconds.
 LO0575
 LO0575.The orthometric height was determined by differential leveling and
 LO0575.adjusted by the NATIONAL GEODETIC SURVEY
 LO0575.in June 1991.
 LO0575
 LO0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0575.GEOID18 height accuracy estimate available here.
 LO0575
 LO0575.Click photographs - Photos may exist for this station.
 LO0575
 LO0575.The dynamic height is computed by dividing the NAVD 88
 LO0575.geopotential number by the normal gravity value computed on the
 LO0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0575.degrees latitude (g = 980.6199 gals.).
 LO0575
 LO0575.The modeled gravity was interpolated from observed gravity values.
 LO0575
 LO0575;                    North         East    Units  Estimated Accuracy
 LO0575;SPC UT C     - 2,264,690.      465,450.      MT  (+/- 180 meters Scaled)
 LO0575
 LO0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL232077(NAD 83)
 LO0575
 LO0575                          SUPERSEDED SURVEY CONTROL
 LO0575
 LO0575  NGVD 29 (??/??/92) 1291.689  (m)         4237.82   (f) ADJ UNCH    1 2
 LO0575
 LO0575.Superseded values are not recommended for survey control.
 LO0575
 LO0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0575.See file dsdata.pdf to determine how the superseded data were derived.
 LO0575
 LO0575_MARKER: DB = BENCH MARK DISK
 LO0575_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0575_SP_SET: FOUNDATION
 LO0575_STAMPING: W 90 1953
 LO0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0575
 LO0575  HISTORY     - Date     Condition        Report By
 LO0575  HISTORY     - 1953     MONUMENTED       CGS
 LO0575  HISTORY     - 1973     GOOD             NGS
 LO0575  HISTORY     - 19970914 MARK NOT FOUND   NGS
 LO0575
 LO0575                          STATION DESCRIPTION
 LO0575
 LO0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LO0575'3.3 MI S FROM SALT LAKE CITY.
 LO0575'3.3 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 LO0575'THE FREIGHT DEPOT AT SALT LAKE CITY, 3.5 MILES NORTH OF MURRAY, AT A
 LO0575'HIGH FLOODLIGHT STEEL TOWER, IN THE TOP OF THE NORTHWEST CORNER OF THE
 LO0575'CONCRETE FOUNDATION, 14.0 FEET EAST OF THE EAST RAIL OF THE EAST
 LO0575'TRACK, 0.8 FOOT NORTHWEST OF THE NORTHWEST LEG OF A TOWER, AND ABOUT 1
 LO0575'FOOT HIGHER THAN THE TRACK.
 LO0575
 LO0575                          STATION RECOVERY (1973)
 LO0575
 LO0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LO0575'RECOVERED IN GOOD CONDITION.
 LO0575
 LO0575                          STATION RECOVERY (1997)
 LO0575
 LO0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 LO0575'ALL THAT REMAINS IS THE STEM OF THE DISK.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0139 ***********************************************************************
 MS0139  DESIGNATION -  W 91
 MS0139  PID         -  MS0139
 MS0139  STATE/COUNTY-  UT/DAVIS
 MS0139  COUNTRY     -  US
 MS0139  USGS QUAD   -  ROY (2017)
 MS0139
 MS0139                         *CURRENT SURVEY CONTROL
 MS0139  ______________________________________________________________________
 MS0139* NAD 83(1986) POSITION- 41 08 12.97   (N) 112 01 34.46   (W)   HD_HELD1
 MS0139* NAVD 88 ORTHO HEIGHT -  1393.099 (meters)     4570.53  (feet) ADJUSTED
 MS0139  ______________________________________________________________________
 MS0139  GEOID HEIGHT    -        -16.957 (meters)                     GEOID18
 MS0139  DYNAMIC HEIGHT  -       1392.017 (meters)     4566.98  (feet) COMP
 MS0139  MODELED GRAVITY -    979,799.2   (mgal)                       NAVD 88
 MS0139
 MS0139  VERT ORDER      -  FIRST     CLASS I
 MS0139
 MS0139.The horizontal coordinates were determined by differentially corrected
 MS0139.hand held GPS observations or other comparable positioning techniques
 MS0139.and have an estimated accuracy of +/- 3 meters.
 MS0139
 MS0139.The orthometric height was determined by differential leveling and
 MS0139.adjusted by the NATIONAL GEODETIC SURVEY
 MS0139.in June 1991.
 MS0139
 MS0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0139.GEOID18 height accuracy estimate available here.
 MS0139
 MS0139.Click photographs - Photos may exist for this station.
 MS0139
 MS0139.The dynamic height is computed by dividing the NAVD 88
 MS0139.geopotential number by the normal gravity value computed on the
 MS0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0139.degrees latitude (g = 980.6199 gals.).
 MS0139
 MS0139.The modeled gravity was interpolated from observed gravity values.
 MS0139
 MS0139;                    North         East    Units  Estimated Accuracy
 MS0139;SPC UT N     - 1,089,373.4     455,818.6     MT  (+/- 3 meters HH1 GPS) 
 MS0139
 MS0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1386954465(NAD 83)
 MS0139
 MS0139                          SUPERSEDED SURVEY CONTROL
 MS0139
 MS0139  NGVD 29 (??/??/92) 1392.101  (m)         4567.25   (f) ADJ UNCH    1 1
 MS0139
 MS0139.Superseded values are not recommended for survey control.
 MS0139
 MS0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0139.See file dsdata.pdf to determine how the superseded data were derived.
 MS0139
 MS0139_MARKER: DB = BENCH MARK DISK
 MS0139_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MS0139_SP_SET: RETAINING WALL
 MS0139_STAMPING: W 91 1953
 MS0139_MARK LOGO: CGS
 MS0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MS0139+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2017
 MS0139
 MS0139  HISTORY     - Date     Condition        Report By
 MS0139  HISTORY     - 1953     MONUMENTED       CGS
 MS0139  HISTORY     - 1967     GOOD             CGS
 MS0139  HISTORY     - 20020710 GOOD             INDIV
 MS0139  HISTORY     - 20170703 GOOD             INDIV
 MS0139
 MS0139                          STATION DESCRIPTION
 MS0139
 MS0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0139'1.7 MI S FROM ROY.
 MS0139'1.7 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF 5600 SOUTH
 MS0139'STREET AT ROY, 1.9 MILES NORTH OF CLEARFIELD, AT THE CROSSING OF
 MS0139'DAVIS-WEBER CANAL, AT THE JUNCTION OF 1600 NORTH STREET, IN THE TOP OF
 MS0139'THE EAST CONCRETE RETAINING WALL AT THE SOUTH END OF A BRIDGE, 34 1/2
 MS0139'FEET WEST OF THE CENTER LINE OF THE WEST LANES OF THE HIGHWAY, 81 FEET
 MS0139'SOUTH OF THE CENTER LINE OF THE STREET, 0.7 FOOT NORTH OF THE SOUTH
 MS0139'END OF THE WEST CONCRETE GUARDRAIL, 0.6 FOOT WEST OF THE WEST FACE OF
 MS0139'THE WEST CONCRETE GUARDRAIL, AND ABOUT 1 1/2 FEET LOWER THAN THE
 MS0139'HIGHWAY.
 MS0139
 MS0139                          STATION RECOVERY (2002)
 MS0139
 MS0139'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (ADS)
 MS0139'RECOVERED AS DESCRIBED
 MS0139
 MS0139                          STATION RECOVERY (2017)
 MS0139
 MS0139'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (JEC)
 MS0139'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0127 ***********************************************************************
 MS0127  DESIGNATION -  W 92
 MS0127  PID         -  MS0127
 MS0127  STATE/COUNTY-  UT/BOX ELDER
 MS0127  COUNTRY     -  US
 MS0127  USGS QUAD   -  PLAIN CITY (2017)
 MS0127
 MS0127                         *CURRENT SURVEY CONTROL
 MS0127  ______________________________________________________________________
 MS0127* NAD 83(1986) POSITION- 41 21 25.4    (N) 112 02 29.8    (W)   HD_HELD2
 MS0127* NAVD 88 ORTHO HEIGHT -  1301.850 (meters)     4271.15  (feet) ADJUSTED
 MS0127  ______________________________________________________________________
 MS0127  GEOID HEIGHT    -        -16.491 (meters)                     GEOID18
 MS0127  DYNAMIC HEIGHT  -       1300.900 (meters)     4268.04  (feet) COMP
 MS0127  MODELED GRAVITY -    979,849.1   (mgal)                       NAVD 88
 MS0127
 MS0127  VERT ORDER      -  FIRST     CLASS II
 MS0127
 MS0127.The horizontal coordinates were established by autonomous hand held GPS
 MS0127.observations and have an estimated accuracy of +/- 10 meters.
 MS0127
 MS0127.The orthometric height was determined by differential leveling and
 MS0127.adjusted by the NATIONAL GEODETIC SURVEY
 MS0127.in June 1991.
 MS0127
 MS0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0127.GEOID18 height accuracy estimate available here.
 MS0127
 MS0127.Click photographs - Photos may exist for this station.
 MS0127
 MS0127.The dynamic height is computed by dividing the NAVD 88
 MS0127.geopotential number by the normal gravity value computed on the
 MS0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0127.degrees latitude (g = 980.6199 gals.).
 MS0127
 MS0127.The modeled gravity was interpolated from observed gravity values.
 MS0127
 MS0127;                    North         East    Units  Estimated Accuracy
 MS0127;SPC UT N     - 1,113,826.      454,680.      MT  (+/- 10 meters HH2 GPS)
 MS0127
 MS0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1287278918(NAD 83)
 MS0127
 MS0127                          SUPERSEDED SURVEY CONTROL
 MS0127
 MS0127  NGVD 29 (??/??/92) 1300.86   (m)         4267.9    (f) COMPUTED    1 2
 MS0127
 MS0127.Superseded values are not recommended for survey control.
 MS0127
 MS0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0127.See file dsdata.pdf to determine how the superseded data were derived.
 MS0127
 MS0127_MARKER: DB = BENCH MARK DISK
 MS0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0127_STAMPING: W 92 1953
 MS0127_MARK LOGO: CGS
 MS0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0127+STABILITY: SURFACE MOTION
 MS0127
 MS0127  HISTORY     - Date     Condition        Report By
 MS0127  HISTORY     - 1953     MONUMENTED       CGS
 MS0127
 MS0127                          STATION DESCRIPTION
 MS0127
 MS0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0127'10.3 MI N FROM OGDEN.
 MS0127'10.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MS0127'OGDEN, 0.3 MILE (9 1/2 POLES) NORTH OF MILEPOLE 10, AT THE CROSSING OF
 MS0127'A FARM ROAD, 76 FEET NORTH OF THE CENTER LINE OF THE ROAD, 34.6 FEET
 MS0127'WEST OF THE WEST RAIL, 12.2 FEET EAST OF A FENCE, 5 FEET SOUTH OF A
 MS0127'POWER LINE POLE, 2.0 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH
 MS0127'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 MS0127'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0066 ***********************************************************************
 MS0066  DESIGNATION -  W 93
 MS0066  PID         -  MS0066
 MS0066  STATE/COUNTY-  UT/BOX ELDER
 MS0066  COUNTRY     -  US
 MS0066  USGS QUAD   -  BEAR RIVER CITY (2017)
 MS0066
 MS0066                         *CURRENT SURVEY CONTROL
 MS0066  ______________________________________________________________________
 MS0066* NAD 83(1986) POSITION- 41 34 25.     (N) 112 13 10.     (W)   SCALED
 MS0066* NAVD 88 ORTHO HEIGHT -  1292.691 (meters)     4241.10  (feet) ADJUSTED
 MS0066  ______________________________________________________________________
 MS0066  GEOID HEIGHT    -        -16.120 (meters)                     GEOID18
 MS0066  DYNAMIC HEIGHT  -       1291.808 (meters)     4238.21  (feet) COMP
 MS0066  MODELED GRAVITY -    979,895.6   (mgal)                       NAVD 88
 MS0066
 MS0066  VERT ORDER      -  FIRST     CLASS II
 MS0066
 MS0066.The horizontal coordinates were scaled from a map and have
 MS0066.an estimated accuracy of +/- 6 seconds.
 MS0066
 MS0066.The orthometric height was determined by differential leveling and
 MS0066.adjusted by the NATIONAL GEODETIC SURVEY
 MS0066.in June 1991.
 MS0066
 MS0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0066.GEOID18 height accuracy estimate available here.
 MS0066
 MS0066.Click photographs - Photos may exist for this station.
 MS0066
 MS0066.The dynamic height is computed by dividing the NAVD 88
 MS0066.geopotential number by the normal gravity value computed on the
 MS0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0066.degrees latitude (g = 980.6199 gals.).
 MS0066
 MS0066.The modeled gravity was interpolated from observed gravity values.
 MS0066
 MS0066;                    North         East    Units  Estimated Accuracy
 MS0066;SPC UT N     - 1,137,980.      440,000.      MT  (+/- 180 meters Scaled)
 MS0066
 MS0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM983031(NAD 83)
 MS0066
 MS0066                          SUPERSEDED SURVEY CONTROL
 MS0066
 MS0066  NGVD 29 (??/??/92) 1291.730  (m)         4237.95   (f) ADJ UNCH    1 2
 MS0066
 MS0066.Superseded values are not recommended for survey control.
 MS0066
 MS0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0066.See file dsdata.pdf to determine how the superseded data were derived.
 MS0066
 MS0066_MARKER: DB = BENCH MARK DISK
 MS0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0066_STAMPING: W 93 1953
 MS0066_MARK LOGO: CGS
 MS0066_PROJECTION: PROJECTING 6 CENTIMETERS
 MS0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0066+STABILITY: SURFACE MOTION
 MS0066
 MS0066  HISTORY     - Date     Condition        Report By
 MS0066  HISTORY     - 1953     MONUMENTED       CGS
 MS0066
 MS0066                          STATION DESCRIPTION
 MS0066
 MS0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0066'5.9 MI W FROM CORINNE.
 MS0066'0.2 MILE NORTH ALONG FOURTH STREET FROM THE PUBLIC SCHOOL AT CORINNE,
 MS0066'THENCE 5.7 MILES WEST ALONG STATE HIGHWAY 83.  97.5 FEET WEST OF THE
 MS0066'SOUTHWEST END OF THE SOUTHWEST WING WALL OF A WOODEN BRIDGE OVER A
 MS0066'SMALL STREAM, 28.2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.4
 MS0066'FEET NORTH OF A FENCE, 2.0 FEET EAST OF A WITNESS POST, AND SET IN THE
 MS0066'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0067 ***********************************************************************
 MS0067  DESIGNATION -  W 93 RESET
 MS0067  PID         -  MS0067
 MS0067  STATE/COUNTY-  UT/BOX ELDER
 MS0067  COUNTRY     -  US
 MS0067  USGS QUAD   -  BEAR RIVER CITY (2017)
 MS0067
 MS0067                         *CURRENT SURVEY CONTROL
 MS0067  ______________________________________________________________________
 MS0067* NAD 83(1986) POSITION- 41 34 25.9    (N) 112 13 09.0    (W)   HD_HELD2
 MS0067* NAVD 88 ORTHO HEIGHT -  1292.595 (meters)     4240.79  (feet) ADJUSTED
 MS0067  ______________________________________________________________________
 MS0067  GEOID HEIGHT    -        -16.118 (meters)                     GEOID18
 MS0067  DYNAMIC HEIGHT  -       1291.713 (meters)     4237.90  (feet) COMP
 MS0067  MODELED GRAVITY -    979,895.6   (mgal)                       NAVD 88
 MS0067
 MS0067  VERT ORDER      -  FIRST     CLASS II
 MS0067
 MS0067.The horizontal coordinates were established by autonomous hand held GPS
 MS0067.observations and have an estimated accuracy of +/- 10 meters.
 MS0067
 MS0067.The orthometric height was determined by differential leveling and
 MS0067.adjusted by the NATIONAL GEODETIC SURVEY
 MS0067.in June 1991.
 MS0067
 MS0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0067.GEOID18 height accuracy estimate available here.
 MS0067
 MS0067.Click photographs - Photos may exist for this station.
 MS0067
 MS0067.The dynamic height is computed by dividing the NAVD 88
 MS0067.geopotential number by the normal gravity value computed on the
 MS0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0067.degrees latitude (g = 980.6199 gals.).
 MS0067
 MS0067.The modeled gravity was interpolated from observed gravity values.
 MS0067
 MS0067;                    North         East    Units  Estimated Accuracy
 MS0067;SPC UT N     - 1,138,011.      440,023.      MT  (+/- 10 meters HH2 GPS)
 MS0067
 MS0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9835903181(NAD 83)
 MS0067
 MS0067                          SUPERSEDED SURVEY CONTROL
 MS0067
 MS0067  NGVD 29 (??/??/??) 1291.84   (m)         4238.3    (f) RESET       3  
 MS0067
 MS0067.Superseded values are not recommended for survey control.
 MS0067
 MS0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0067.See file dsdata.pdf to determine how the superseded data were derived.
 MS0067
 MS0067_MARKER: DB = BENCH MARK DISK
 MS0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0067_STAMPING: W 93 RESET 1961
 MS0067_MARK LOGO: CGS
 MS0067_PROJECTION: PROJECTING 5 CENTIMETERS
 MS0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0067+STABILITY: SURFACE MOTION
 MS0067
 MS0067  HISTORY     - Date     Condition        Report By
 MS0067  HISTORY     - 1961     MONUMENTED       UTDH
 MS0067  HISTORY     - 1984     GOOD             NGS
 MS0067
 MS0067                          STATION DESCRIPTION
 MS0067
 MS0067'DESCRIBED BY UTAH STATE DEPARTMENT OF HIGHWAYS 1961
 MS0067'5.9 MI NW FROM CORINNE.
 MS0067'THIS MARK IS LOCATED 0.2 MILE NORTH ALONG FOURTH STREET FROM PUBLIC
 MS0067'SCHOOL AT CORINNE, THENCE 5.7 MILES WEST ALONG STATE HIGHWAY 83. 97.5
 MS0067'FEET WEST OF THE SOUTHWEST END OF THE SOUTHWEST WING WALL OF A WOODEN
 MS0067'BRIDGE OVER A SMALL STREAM, 67.0 FEET NORTH OF THE CENTERLINE OF THE
 MS0067'HIGHWAY, 3.0 FEET NORTH OF A FENCE, 2.5 FEET EAST OF A WITNESS POST
 MS0067'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 MS0067'GROUND.
 MS0067
 MS0067                          STATION RECOVERY (1984)
 MS0067
 MS0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0067'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.54 KM
 MS0067'(6.55 MI) NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE IN
 MS0067'BRIGHAM CITY, THENCE 9.31 KM (5.79 MI) NORTHWEST ALONG STATE HIGHWAY
 MS0067'83, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A GRAVEL DRIVE
 MS0067'LEADING NORTH TO A BRICK FARM HOUSE, 21.0 METERS (69 FT) NORTHEAST
 MS0067'ACROSS A DEEP DITCH FROM THE HIGHWAY CENTERLINE, 26.8 METERS (88 FT)
 MS0067'EAST OF THE CENTER OF THE DRIVEWAY, 19.2 METERS (63 FT) NORTHWEST OF
 MS0067'THE NORTHWEST END OF THE NORTHEAST HEADWALL FOR A 8- BY 10-FOOT BOX
 MS0067'CULVERT AND 0.8 METER (2.5 FT) SOUTHWEST OF A FENCE.
 MS0067'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 MS0067'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0191 ***********************************************************************
 MS0191  DESIGNATION -  W 94
 MS0191  PID         -  MS0191
 MS0191  STATE/COUNTY-  UT/BOX ELDER
 MS0191  COUNTRY     -  US
 MS0191  USGS QUAD   -  ROZEL (2017)
 MS0191
 MS0191                         *CURRENT SURVEY CONTROL
 MS0191  ______________________________________________________________________
 MS0191* NAD 83(1986) POSITION- 41 34 14.     (N) 112 37 40.     (W)   SCALED
 MS0191* NAVD 88 ORTHO HEIGHT -  1432.994 (meters)     4701.41  (feet) ADJUSTED
 MS0191  ______________________________________________________________________
 MS0191  GEOID HEIGHT    -        -15.876 (meters)                     GEOID18
 MS0191  DYNAMIC HEIGHT  -       1432.020 (meters)     4698.22  (feet) COMP
 MS0191  MODELED GRAVITY -    979,892.7   (mgal)                       NAVD 88
 MS0191
 MS0191  VERT ORDER      -  FIRST     CLASS II
 MS0191
 MS0191.The horizontal coordinates were scaled from a map and have
 MS0191.an estimated accuracy of +/- 6 seconds.
 MS0191
 MS0191.The orthometric height was determined by differential leveling and
 MS0191.adjusted by the NATIONAL GEODETIC SURVEY
 MS0191.in June 1991.
 MS0191
 MS0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0191.GEOID18 height accuracy estimate available here.
 MS0191
 MS0191.Click photographs - Photos may exist for this station.
 MS0191
 MS0191.The dynamic height is computed by dividing the NAVD 88
 MS0191.geopotential number by the normal gravity value computed on the
 MS0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0191.degrees latitude (g = 980.6199 gals.).
 MS0191
 MS0191.The modeled gravity was interpolated from observed gravity values.
 MS0191
 MS0191;                    North         East    Units  Estimated Accuracy
 MS0191;SPC UT N     - 1,138,010.      405,940.      MT  (+/- 180 meters Scaled)
 MS0191
 MS0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM642033(NAD 83)
 MS0191
 MS0191                          SUPERSEDED SURVEY CONTROL
 MS0191
 MS0191  NGVD 29 (??/??/92) 1432.006  (m)         4698.17   (f) ADJ UNCH    1 2
 MS0191
 MS0191.Superseded values are not recommended for survey control.
 MS0191
 MS0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0191.See file dsdata.pdf to determine how the superseded data were derived.
 MS0191
 MS0191_MARKER: DB = BENCH MARK DISK
 MS0191_SETTING: 66 = SET IN ROCK OUTCROP
 MS0191_STAMPING: W 94 1953
 MS0191_MARK LOGO: CGS
 MS0191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0191+STABILITY: POSITION/ELEVATION WELL
 MS0191
 MS0191  HISTORY     - Date     Condition        Report By
 MS0191  HISTORY     - 1953     MONUMENTED       CGS
 MS0191
 MS0191                          STATION DESCRIPTION
 MS0191
 MS0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0191'6.1 MI SW FROM PROMONTORY.
 MS0191'3.1 MILES SOUTHWEST ALONG A COUNTY GRAVELED ROAD FROM THE GOLDEN SPIKE
 MS0191'MONUMENT AT PROMONTORY, THENCE 3.0 MILES WEST ALONG A GRAVELED ROAD ON
 MS0191'THE ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD.  0.35 MILE NORTHEAST
 MS0191'OF MILEPOLE 767, 67.0 FEET EAST OF THE EAST CORNER OF A CATTLE GUARD
 MS0191'ACROSS THE ROAD, IN THE TOP OF A 4- BY 15-FOOT OUTCROP, 71 FEET
 MS0191'NORTHEAST OF THE CENTER LINE OF THE ROAD, 35.3 FEET SOUTHEAST OF A
 MS0191'FENCE, 6 FEET SOUTHWEST OF A TELEPHONE POLE, ABOUT 2 FEET HIGHER THAN
 MS0191'THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0291 ***********************************************************************
 MS0291  DESIGNATION -  W 95
 MS0291  PID         -  MS0291
 MS0291  STATE/COUNTY-  UT/BOX ELDER
 MS0291  COUNTRY     -  US
 MS0291  USGS QUAD   -  MATLIN (2017)
 MS0291
 MS0291                         *CURRENT SURVEY CONTROL
 MS0291  ______________________________________________________________________
 MS0291* NAD 83(1986) POSITION- 41 34 14.     (N) 113 18 52.     (W)   SCALED
 MS0291* NAVD 88 ORTHO HEIGHT -  1399.527 (meters)     4591.61  (feet) ADJUSTED
 MS0291  ______________________________________________________________________
 MS0291  GEOID HEIGHT    -        -16.024 (meters)                     GEOID18
 MS0291  DYNAMIC HEIGHT  -       1398.561 (meters)     4588.45  (feet) COMP
 MS0291  MODELED GRAVITY -    979,883.6   (mgal)                       NAVD 88
 MS0291
 MS0291  VERT ORDER      -  FIRST     CLASS II
 MS0291
 MS0291.The horizontal coordinates were scaled from a map and have
 MS0291.an estimated accuracy of +/- 6 seconds.
 MS0291
 MS0291.The orthometric height was determined by differential leveling and
 MS0291.adjusted by the NATIONAL GEODETIC SURVEY
 MS0291.in June 1991.
 MS0291
 MS0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0291.GEOID18 height accuracy estimate available here.
 MS0291
 MS0291.Click photographs - Photos may exist for this station.
 MS0291
 MS0291.The dynamic height is computed by dividing the NAVD 88
 MS0291.geopotential number by the normal gravity value computed on the
 MS0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0291.degrees latitude (g = 980.6199 gals.).
 MS0291
 MS0291.The modeled gravity was interpolated from observed gravity values.
 MS0291
 MS0291;                    North         East    Units  Estimated Accuracy
 MS0291;SPC UT N     - 1,138,980.      348,680.      MT  (+/- 180 meters Scaled)
 MS0291
 MS0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM070046(NAD 83)
 MS0291
 MS0291                          SUPERSEDED SURVEY CONTROL
 MS0291
 MS0291  NGVD 29 (??/??/92) 1398.487  (m)         4588.20   (f) ADJ UNCH    1 2
 MS0291
 MS0291.Superseded values are not recommended for survey control.
 MS0291
 MS0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0291.See file dsdata.pdf to determine how the superseded data were derived.
 MS0291
 MS0291_MARKER: DB = BENCH MARK DISK
 MS0291_SETTING: 66 = SET IN ROCK OUTCROP
 MS0291_STAMPING: W 95 1953
 MS0291_MARK LOGO: CGS
 MS0291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0291+STABILITY: POSITION/ELEVATION WELL
 MS0291
 MS0291  HISTORY     - Date     Condition        Report By
 MS0291  HISTORY     - 1953     MONUMENTED       CGS
 MS0291
 MS0291                          STATION DESCRIPTION
 MS0291
 MS0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0291'15.9 MI NE FROM WATERCRESS.
 MS0291'15.9 MILES NORTHEAST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0291'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0291'WATERCRESS, 5-1/4 POLES EAST OF MILEPOLE 715, 0.15 MILE SOUTHWEST OF A
 MS0291'SHEEP CORRAL AND HAYSHED, IN THE TOP OF A 6- BY 72-FOOT OUTCROP, 7.0
 MS0291'FEET NORTHWEST OF THE SOUTHEAST END, 98 FEET SOUTHWEST OF TELEPHONE
 MS0291'POLE 47B, 88 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 22 1/2
 MS0291'FEET EAST OF A TELEPHONE POLE MARKED BY THE WHITE PAINTED LETTERS BM,
 MS0291'ABOUT 5 FEET HIGHER THAN THE ROAD, ABOUT 1 1/2 FEET ABOVE THE GROUND,
 MS0291'AND MARKED BY THE WHITE PAINTED LETTERS BM.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0350 ***********************************************************************
 MS0350  DESIGNATION -  W 96
 MS0350  PID         -  MS0350
 MS0350  STATE/COUNTY-  UT/BOX ELDER
 MS0350  COUNTRY     -  US
 MS0350  USGS QUAD   -  LUCIN NE (2017)
 MS0350
 MS0350                         *CURRENT SURVEY CONTROL
 MS0350  ______________________________________________________________________
 MS0350* NAD 83(1986) POSITION- 41 24 46.     (N) 113 45 01.     (W)   SCALED
 MS0350* NAVD 88 ORTHO HEIGHT -  1338.609 (meters)     4391.75  (feet) ADJUSTED
 MS0350  ______________________________________________________________________
 MS0350  GEOID HEIGHT    -        -16.650 (meters)                     GEOID18
 MS0350  DYNAMIC HEIGHT  -       1337.654 (meters)     4388.62  (feet) COMP
 MS0350  MODELED GRAVITY -    979,863.2   (mgal)                       NAVD 88
 MS0350
 MS0350  VERT ORDER      -  FIRST     CLASS II
 MS0350
 MS0350.The horizontal coordinates were scaled from a map and have
 MS0350.an estimated accuracy of +/- 6 seconds.
 MS0350
 MS0350.The orthometric height was determined by differential leveling and
 MS0350.adjusted by the NATIONAL GEODETIC SURVEY
 MS0350.in June 1991.
 MS0350
 MS0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0350.GEOID18 height accuracy estimate available here.
 MS0350
 MS0350.Click photographs - Photos may exist for this station.
 MS0350
 MS0350.The dynamic height is computed by dividing the NAVD 88
 MS0350.geopotential number by the normal gravity value computed on the
 MS0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0350.degrees latitude (g = 980.6199 gals.).
 MS0350
 MS0350.The modeled gravity was interpolated from observed gravity values.
 MS0350
 MS0350;                    North         East    Units  Estimated Accuracy
 MS0350;SPC UT N     - 1,122,310.      311,890.      MT  (+/- 180 meters Scaled)
 MS0350
 MS0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL701882(NAD 83)
 MS0350
 MS0350                          SUPERSEDED SURVEY CONTROL
 MS0350
 MS0350  NGVD 29 (??/??/92) 1337.572  (m)         4388.35   (f) ADJ UNCH    1 2
 MS0350
 MS0350.Superseded values are not recommended for survey control.
 MS0350
 MS0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0350.See file dsdata.pdf to determine how the superseded data were derived.
 MS0350
 MS0350_MARKER: DB = BENCH MARK DISK
 MS0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0350_STAMPING: W 96 1953
 MS0350_MARK LOGO: CGS
 MS0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0350+STABILITY: SURFACE MOTION
 MS0350
 MS0350  HISTORY     - Date     Condition        Report By
 MS0350  HISTORY     - 1953     MONUMENTED       CGS
 MS0350
 MS0350                          STATION DESCRIPTION
 MS0350
 MS0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0350'9.3 MI NE FROM LUCIN.
 MS0350'9.3 MILES NORTHEAST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0350'PACIFIC COMPANY RAILROAD BED FROM THE POST OFFICE AT LUCIN, 0.4 MILE
 MS0350'(18 POLES) NORTHEAST OF MILEPOLE 688, 0.3 MILE NORTHEAST OF A 20-FOOT
 MS0350'WOODEN BRIDGE, 50 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 44.2
 MS0350'FEET NORTH OF THE NORTH CORNER OF A 2- BY 3-FOOT WOODEN BOX CULVERT,
 MS0350'IN LINE WITH A ROW OF POLES, 12 FEET NORTHEAST OF TELEPHONE POLE 30B,
 MS0350'2.2 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 MS0350'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 MS0350'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5500 ***********************************************************************
 DR5500  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5500  DESIGNATION -  W JENKINS
 DR5500  PID         -  DR5500
 DR5500  STATE/COUNTY-  UT/WEBER
 DR5500  COUNTRY     -  US
 DR5500  USGS QUAD   -  ROY (2017)
 DR5500
 DR5500                         *CURRENT SURVEY CONTROL
 DR5500  ______________________________________________________________________
 DR5500* NAD 83(2011) POSITION- 41 11 18.77263(N) 112 01 48.96560(W)   ADJUSTED
 DR5500* NAD 83(2011) ELLIP HT-  1347.658 (meters)        (07/08/20)   ADJUSTED
 DR5500* NAD 83(2011) EPOCH   -  2010.00
 DR5500* NAVD 88 ORTHO HEIGHT -  1364.62  (meters)     4477.1   (feet) GPS OBS
 DR5500  ______________________________________________________________________
 DR5500  GEOID HEIGHT    -        -16.940 (meters)                     GEOID18
 DR5500  NAD 83(2011) X  - -1,803,403.921 (meters)                     COMP
 DR5500  NAD 83(2011) Y  - -4,456,801.190 (meters)                     COMP
 DR5500  NAD 83(2011) Z  -  4,179,091.167 (meters)                     COMP
 DR5500  LAPLACE CORR    -          6.52  (seconds)                    DEFLEC18
 DR5500
 DR5500  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5500  Standards:
 DR5500         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5500            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5500  -------------------------------------------------------------------
 DR5500  NETWORK    0.39   0.74           0.18   0.13   0.38      0.03299477
 DR5500  -------------------------------------------------------------------
 DR5500  Click here for local accuracies and other accuracy information.
 DR5500
 DR5500.The horizontal coordinates were established by GPS observations
 DR5500.and adjusted by the National Geodetic Survey in July 2020.
 DR5500
 DR5500.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5500.been affixed to the stable North American tectonic plate. See 
 DR5500.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5500
 DR5500.The horizontal coordinates are valid at the epoch date displayed above
 DR5500.which is a decimal equivalence of Year/Month/Day.
 DR5500
 DR5500.The orthometric height was determined by GPS observations and a
 DR5500.high-resolution geoid model using precise GPS observation and
 DR5500.processing techniques.
 DR5500
 DR5500.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5500.GEOID18 height accuracy estimate available here.
 DR5500
 DR5500.Click photographs - Photos may exist for this station.
 DR5500
 DR5500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5500
 DR5500.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5500
 DR5500.The ellipsoidal height was determined by GPS observations
 DR5500.and is referenced to NAD 83.
 DR5500
 DR5500. The following values were computed from the NAD 83(2011) position.
 DR5500
 DR5500;                    North         East     Units Scale Factor Converg.
 DR5500;SPC UT N     - 1,095,106.929   455,515.334   MT  0.99995743   -0 20 58.7
 DR5500;SPC UT N     - 3,592,863.32  1,494,469.89   sFT  0.99995743   -0 20 58.7
 DR5500;UTM  12      - 4,560,199.604   413,599.626   MT  0.99969187   -0 40 42.6
 DR5500
 DR5500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5500!SPC UT N     -   0.99978866  x   0.99995743  =   0.99974609
 DR5500!UTM  12      -   0.99978866  x   0.99969187  =   0.99948059
 DR5500
 DR5500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1359960199(NAD 83)
 DR5500
 DR5500                          SUPERSEDED SURVEY CONTROL
 DR5500
 DR5500.No superseded survey control is available for this station.
 DR5500
 DR5500_MARKER: DV = VERTICAL CONTROL DISK
 DR5500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5500_STAMPING: W. JENKINS 2014
 DR5500_MARK LOGO: UT-057
 DR5500_PROJECTION: FLUSH
 DR5500_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5500+STABILITY: SURFACE MOTION
 DR5500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5500+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2015
 DR5500
 DR5500  HISTORY     - Date     Condition        Report By
 DR5500  HISTORY     - 20150106 MONUMENTED       UT-057
 DR5500
 DR5500                          STATION DESCRIPTION
 DR5500
 DR5500'DESCRIBED BY WEBER COUNTY UTAH 2015 (DJM)
 DR5500'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH-NORTHEAST OF ROY
 DR5500'WEST SUBDIVISION, 1.9 MI (3.1 KM) NORTH OF ROY AND 1.6 MI (2.6 KM)
 DR5500'NORTH OF ROY PARK ADDITION SUBDIVISION.  OWNERSHIP--WEBER
 DR5500'COUNTY.CONTACT THE MANAGER AT THE WEBER COUNTY SURVEYORS OFFICE TO
 DR5500'OBTAIN PERMISSION TO ACCESS THE STATION.
 DR5500'
 DR5500'TO REACH FROM THE INTERSECTION OF 1900 WEST AND 4000 SOUTH PROCEED
 DR5500'SOUTH TO 2067 WEST 4000 SOUTH, ROY, UT.  MARK IS LOCATED NEAR THE
 DR5500'SOUTHWEST CORNER OF THE WEBER COUNTY LIBRARY SOUTHWEST BRANCH.  MARK
 DR5500'IS LOCATED INSIDE A CINDERBLOCK ENCLOSURE WITH AN IRON GATE.
 DR5500'ENCLOSURE LOCKED.  ACCESS CAN BE OBTAINED FROM THE FRONT DESK OR FROM
 DR5500'THE WEBER COUNTY SURVEYORS OFFICE.
 DR5500'
 DR5500'IT IS 210 FT (64.0 M) SOUTH-SOUTHWEST OF THE SOUTH WEST CORNER OF THE
 DR5500'LIBRARY, 6.15 FT (1.9 M) NORTHEAST OF OF CINDERBLOCK ENCLOSURE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1030 ***********************************************************************
 LO1030  DESIGNATION -  WADDOUP
 LO1030  PID         -  LO1030
 LO1030  STATE/COUNTY-  UT/DAVIS
 LO1030  COUNTRY     -  US
 LO1030  USGS QUAD   -  FARMINGTON (2017)
 LO1030
 LO1030                         *CURRENT SURVEY CONTROL
 LO1030  ______________________________________________________________________
 LO1030* NAD 83(1994) POSITION- 40 54 24.94920(N) 111 53 12.71387(W)   ADJUSTED
 LO1030* NAVD 88 ORTHO HEIGHT -  1303.4   (meters)     4276.    (feet) VERTCON3
 LO1030  ______________________________________________________________________
 LO1030  GEOID HEIGHT    -        -16.597 (meters)                     GEOID18
 LO1030  LAPLACE CORR    -         14.64  (seconds)                    DEFLEC18
 LO1030  HORZ ORDER      -  FIRST
 LO1030
 LO1030.The horizontal coordinates were established by classical geodetic methods
 LO1030.and adjusted by the National Geodetic Survey in November 1997.
 LO1030
 LO1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1030
 LO1030.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1030.GEOID18 height accuracy estimate available here.
 LO1030
 LO1030.Click photographs - Photos may exist for this station.
 LO1030
 LO1030.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1030
 LO1030. The following values were computed from the NAD 83(1994) position.
 LO1030
 LO1030;                    North         East     Units Scale Factor Converg.
 LO1030;SPC UT N     - 1,063,769.880   467,406.234   MT  0.99997474   -0 15 18.3
 LO1030;SPC UT N     - 3,490,051.68  1,533,481.95   sFT  0.99997474   -0 15 18.3
 LO1030;SPC UT C     - 2,285,807.162   467,402.990   MT  1.00007408   -0 14 52.1
 LO1030;SPC UT C     - 7,499,352.33  1,533,471.31   sFT  1.00007408   -0 14 52.1
 LO1030;UTM  12      - 4,528,804.083   425,308.049   MT  0.99966866   -0 34 50.8
 LO1030
 LO1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1030!SPC UT N     -   0.99979820  x   0.99997474  =   0.99977294
 LO1030!SPC UT C     -   0.99979820  x   1.00007408  =   0.99987226
 LO1030!UTM  12      -   0.99979820  x   0.99966866  =   0.99946693
 LO1030
 LO1030:                Primary Azimuth Mark                     Grid Az
 LO1030:SPC UT N     -  WADDOUP AZ MK                            149 29 42.6
 LO1030:SPC UT C     -  WADDOUP AZ MK                            149 29 16.4
 LO1030:UTM  12      -  WADDOUP AZ MK                            149 49 15.1
 LO1030
 LO1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2530828804(NAD 83)
 LO1030
 LO1030|---------------------------------------------------------------------|
 LO1030| PID    Reference Object                     Distance      Geod. Az  |
 LO1030|                                                           dddmmss.s |
 LO1030| LO0967 BOUNTIFUL PK=FRANCIS PK CAIRN       APPROX. 8.6 KM 0421450.9 |
 LO1030| CM6709 WADDOUP AZ MK                                      1491424.3 |
 LO1030| LO1029 LAKE PARK PAVILION FLAG             APPROX. 9.0 KM 3302238.5 |
 LO1030|---------------------------------------------------------------------|
 LO1030
 LO1030                          SUPERSEDED SURVEY CONTROL
 LO1030
 LO1030  NAD 83(1993)-  40 54 24.94790(N)    111 53 12.71161(W) AD(       ) 1
 LO1030  NAD 83(1986)-  40 54 24.93829(N)    111 53 12.70548(W) AD(       ) 1
 LO1030  NAD 27      -  40 54 25.12591(N)    111 53 09.91641(W) AD(       ) 1
 LO1030  USCA        -  40 54 19.70600(N)    111 53 15.85200(W) AD(       ) 3
 LO1030  USSD        -  40 54 26.00200(N)    111 53 10.49900(W) AD(       ) 3
 LO1030  NGVD 29 (07/19/86) 1302.4    (m)         4273.     (f) VERT ANG       
 LO1030
 LO1030.Superseded values are not recommended for survey control.
 LO1030
 LO1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1030.See file dsdata.pdf to determine how the superseded data were derived.
 LO1030
 LO1030_MARKER: B = BOLT
 LO1030_SETTING: 0 = UNSPECIFIED SETTING
 LO1030
 LO1030  HISTORY     - Date     Condition        Report By
 LO1030  HISTORY     - 1892     MONUMENTED       CGS
 LO1030  HISTORY     - 20030513 MARK NOT FOUND   GEOCAC
 LO1030
 LO1030                          STATION DESCRIPTION
 LO1030
 LO1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1892 (WE)
 LO1030'ABOUT 3/4 MILE SOUTHEAST OF CENTERVILLE, 27 METERS (89 FEET) NORTH
 LO1030'AND 88 METERS (289 FEET) WEST OF THE SOUTHEAST CORNER OF THE
 LO1030'NW 1/4 SEC. 18, T. 2 N., R. 1 E., ON THE WEST SIDE OF THOMAS
 LO1030'WADDOUPS BARNYARD, AND 24 METERS (79 FEET) WEST OF HIS RESIDENCE.
 LO1030'THE UNION PACIFIC RAILROAD STATION AT CENTERVILLE IS IN THE
 LO1030'NORTHWEST QUARTER OF THE SAME QUARTER SECTION.  THE STATION IS
 LO1030'MARKED BY A COPPER BOLT IN THE TOP OF A GRANITE POST 2 FEET
 LO1030'LONG, DRESSED 7 INCHES SQUARE ON TOP, AND SET 2 FEET BELOW THE
 LO1030'GENERAL SURFACE OF THE GROUND.  THIS MARK IS SURROUNDED BY A
 LO1030'HOLLOW BRICK PIER 32 INCHES SQUARE AND 4 FEET HIGH ABOVE
 LO1030'THE GROUND, ON THE TOP OF WHICH IS A SANDSTONE CAP 4 INCHES
 LO1030'THICK.  THE STATION IS MARKED ON THIS CAP BY A DRILL HOLE
 LO1030'SURROUNDED BY A TRIANGLE AND THE INSCRIPTION U.S.C. AND G.
 LO1030'SURVEY, 1892.
 LO1030
 LO1030                          STATION RECOVERY (2003)
 LO1030
 LO1030'RECOVERY NOTE BY GEOCACHING 2003 (JJB)
 LO1030'THE AREA HAS CHANGED SIGNIFICANTLY.  THE OLD BARN AND RESIDENCE ARE
 LO1030'GONE.  THE LOCATION OF THE MARK SHOULD HAVE BEEN BETWEEN 2 MODERN
 LO1030'RESIDENCES, BUT NO TRACE OF IT WAS FOUND.  PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0687 ***********************************************************************
 HN0687  DESIGNATION -  WAGON
 HN0687  PID         -  HN0687
 HN0687  STATE/COUNTY-  UT/GARFIELD
 HN0687  COUNTRY     -  US
 HN0687  USGS QUAD   -  WAGON BOX MESA (2017)
 HN0687
 HN0687                         *CURRENT SURVEY CONTROL
 HN0687  ______________________________________________________________________
 HN0687* NAD 83(1994) POSITION- 37 49 28.01578(N) 111 04 36.54868(W)   ADJUSTED
 HN0687* NAVD 88 ORTHO HEIGHT -  2215.8   (meters)     7270.    (feet) VERTCON3
 HN0687  ______________________________________________________________________
 HN0687  GEOID HEIGHT    -        -20.495 (meters)                     GEOID18
 HN0687  LAPLACE CORR    -         -4.25  (seconds)                    DEFLEC18
 HN0687  HORZ ORDER      -  SECOND
 HN0687
 HN0687.The horizontal coordinates were established by classical geodetic methods
 HN0687.and adjusted by the National Geodetic Survey in November 1997.
 HN0687
 HN0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0687
 HN0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0687.GEOID18 height accuracy estimate available here.
 HN0687
 HN0687.Click photographs - Photos may exist for this station.
 HN0687
 HN0687.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0687
 HN0687. The following values were computed from the NAD 83(1994) position.
 HN0687
 HN0687;                    North         East     Units Scale Factor Converg.
 HN0687;SPC UT S     - 3,128,579.118   537,255.519   MT  0.99995154   +0 15 33.4
 HN0687;SPC UT S     -10,264,346.66  1,762,645.82   sFT  0.99995154   +0 15 33.4
 HN0687;UTM  12      - 4,186,340.323   493,239.444   MT  0.99960056   -0 02 49.6
 HN0687
 HN0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0687!SPC UT S     -   0.99965563  x   0.99995154  =   0.99960719
 HN0687!UTM  12      -   0.99965563  x   0.99960056  =   0.99925633
 HN0687
 HN0687:                Primary Azimuth Mark                     Grid Az
 HN0687:SPC UT S     -  WAGON AZ MK                              154 38 14.3
 HN0687:UTM  12      -  WAGON AZ MK                              154 56 37.3
 HN0687
 HN0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG9323986340(NAD 83)
 HN0687
 HN0687|---------------------------------------------------------------------|
 HN0687| PID    Reference Object                     Distance      Geod. Az  |
 HN0687|                                                           dddmmss.s |
 HN0687| CH4498 WAGON AZ MK                                        1545347.7 |
 HN0687| CH4499 WAGON RM 1                           10.595 METERS 27451     |
 HN0687| CH4500 WAGON RM 2                           11.887 METERS 33920     |
 HN0687|---------------------------------------------------------------------|
 HN0687
 HN0687                          SUPERSEDED SURVEY CONTROL
 HN0687
 HN0687  NAD 83(1986)-  37 49 28.01103(N)    111 04 36.54801(W) AD(       ) 2
 HN0687  NAD 27      -  37 49 28.05289(N)    111 04 33.97905(W) AD(       ) 2
 HN0687  NGVD 29 (07/19/86) 2214.6    (m)         7266.     (f) VERT ANG       
 HN0687
 HN0687.Superseded values are not recommended for survey control.
 HN0687
 HN0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0687.See file dsdata.pdf to determine how the superseded data were derived.
 HN0687
 HN0687_MARKER: DS = TRIANGULATION STATION DISK
 HN0687_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HN0687_STAMPING: WAGON 1963
 HN0687_MARK LOGO: CGS
 HN0687_MAGNETIC: P = MARKER IS A STEEL PIPE
 HN0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0687
 HN0687  HISTORY     - Date     Condition        Report By
 HN0687  HISTORY     - 1963     MONUMENTED       CGS
 HN0687
 HN0687                          STATION DESCRIPTION
 HN0687
 HN0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0687'THE STATION IS ABOUT 39-1/2 MILES NORTH-NORTHWEST OF
 HN0687'HOLE-IN-THE-ROCK, 29 MILES EAST-NORTHEAST OF ESCALANTE, 23-1/2
 HN0687'MILES SOUTH-SOUTHWEST OF CAINVILLE AND 4-1/2 MILES WEST OF HALL
 HN0687'CREEK, ON THE EAST RIM OF WAGON BOX MESA AND ABOUT 1 MILE
 HN0687'SOUTHEAST OF THE EXTREME NORTHWEST END OF THE MESA.
 HN0687'
 HN0687'TO REACH BY HELICOPTER FROM HOLE-IN-THE-ROCK, FLY NORTH-NORTHWESTERLY
 HN0687'ON A TRUE COURSE OF 349 DEGREES FOR ABOUT 39-1/2 MILES TO THE
 HN0687'EAST RIM OF THE MESA, A CLEARED AREA IN THE TREES AND A LANDING
 HN0687'AT THE STATION.
 HN0687'
 HN0687'THE STATION MARK, STAMPED WAGON 1963, IS A STANDARD DISK
 HN0687'BRAZED TO THE TOP OF A 3-INCH IRON PIPE PROJECTING ABOUT 10
 HN0687'INCHES AND IS 12 FEET SOUTH OF A WITNESS POST.  THE UNDERGROUND
 HN0687'MARK, STAMPED WAGON 1963, IS A STANDARD DISK SET IN CONCRETE
 HN0687'ABOUT 30 INCHES BELOW THE GROUND SURFACE.
 HN0687'
 HN0687'REFERENCE MARK 1, STAMPED WAGON NO 1 1963, IS A STANDARD
 HN0687'DISK BRAZED TO THE TOP OF A 3-INCH IRON PIPE PROJECTING
 HN0687'ABOUT 14 INCHES AND IS 38 FEET SOUTHWEST OF THE WITNESS POST.
 HN0687'
 HN0687'REFERENCE MARK 2, STAMPED WAGON NO 2 1963, IS A STANDARD DISK
 HN0687'BRAZED TO THE TOP OF A 3-INCH IRON PIPE PROJECTING ABOUT 6
 HN0687'INCHES AND IS 31 FEET NORTHWEST OF THE WITNESS POST.
 HN0687'
 HN0687'THE AZIMUTH MARK, STAMPED WAGON 1963, IS A STANDARD DISK
 HN0687'CEMENTED IN A DRILL HOLE IN BEDROCK AND IS 1 FOOT NORTHEAST
 HN0687'OF A SMALL CAIRN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0797 ***********************************************************************
 HN0797  DESIGNATION -  WAH
 HN0797  PID         -  HN0797
 HN0797  STATE/COUNTY-  UT/KANE
 HN0797  COUNTRY     -  US
 HN0797  USGS QUAD   -  LOWER COYOTE SPRING (2017)
 HN0797
 HN0797                         *CURRENT SURVEY CONTROL
 HN0797  ______________________________________________________________________
 HN0797* NAD 83(1994) POSITION- 37 11 21.84101(N) 111 45 39.95040(W)   ADJUSTED
 HN0797* NAVD 88 ORTHO HEIGHT -  1796.6   (meters)     5894.    (feet) VERTCON3
 HN0797  ______________________________________________________________________
 HN0797  GEOID HEIGHT    -        -22.605 (meters)                     GEOID18
 HN0797  LAPLACE CORR    -         -3.51  (seconds)                    DEFLEC18
 HN0797  HORZ ORDER      -  THIRD
 HN0797
 HN0797.The horizontal coordinates were established by classical geodetic methods
 HN0797.and adjusted by the National Geodetic Survey in November 1997.
 HN0797
 HN0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0797
 HN0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0797.GEOID18 height accuracy estimate available here.
 HN0797
 HN0797.Click photographs - Photos may exist for this station.
 HN0797
 HN0797.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0797
 HN0797. The following values were computed from the NAD 83(1994) position.
 HN0797
 HN0797;                    North         East     Units Scale Factor Converg.
 HN0797;SPC UT S     - 3,058,047.200   476,816.981   MT  1.00000479   -0 09 35.9
 HN0797;SPC UT S     -10,032,943.19  1,564,357.05   sFT  1.00000479   -0 09 35.9
 HN0797;UTM  12      - 4,116,154.702   432,448.350   MT  0.99965621   -0 27 36.2
 HN0797
 HN0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0797!SPC UT S     -   0.99972169  x   1.00000479  =   0.99972648
 HN0797!UTM  12      -   0.99972169  x   0.99965621  =   0.99937799
 HN0797
 HN0797:                Primary Azimuth Mark                     Grid Az
 HN0797:SPC UT S     -  COY                                      308 35 32.7
 HN0797:UTM  12      -  COY                                      308 53 33.0
 HN0797
 HN0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG3244816154(NAD 83)
 HN0797
 HN0797|---------------------------------------------------------------------|
 HN0797| PID    Reference Object                     Distance      Geod. Az  |
 HN0797|                                                           dddmmss.s |
 HN0797| HN0798 COY                                 APPROX. 7.5 KM 3082556.8 |
 HN0797|---------------------------------------------------------------------|
 HN0797
 HN0797                          SUPERSEDED SURVEY CONTROL
 HN0797
 HN0797  NAD 83(1992)-  37 11 21.83929(N)    111 45 39.95078(W) AD(       ) 3
 HN0797  NAD 83(1986)-  37 11 21.83556(N)    111 45 39.94946(W) AD(       ) 3
 HN0797  NAD 27      -  37 11 21.89264(N)    111 45 37.33058(W) AD(       ) 3
 HN0797  NGVD 29 (07/19/86) 1795.6    (m)         5891.     (f) VERT ANG       
 HN0797
 HN0797.Superseded values are not recommended for survey control.
 HN0797
 HN0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0797.See file dsdata.pdf to determine how the superseded data were derived.
 HN0797
 HN0797_MARKER: DD = SURVEY DISK
 HN0797_SETTING: 66 = SET IN ROCK OUTCROP
 HN0797_STAMPING: WAH 1953
 HN0797_MARK LOGO: USGS
 HN0797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0797+STABILITY: POSITION/ELEVATION WELL
 HN0797
 HN0797  HISTORY     - Date     Condition        Report By
 HN0797  HISTORY     - 1953     MONUMENTED       USGS
 HN0797  HISTORY     - 1954     GOOD             USGS
 HN0797
 HN0797                          STATION DESCRIPTION
 HN0797
 HN0797'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0797'LOCATED ABOUT 33 MI. SSE. OF TROPIC, 11 MI. ESE. OF PARIA, ON THE S.
 HN0797'EDGE OF A PLATEAU WHICH BREAKS OFF INTO A GRAY ERODED FLAT.  A SHARP
 HN0797'ERODED RIDGE EXTENDS FROM THE STATION ABOUT 3 MI. SE. DOWN INTO THE
 HN0797'FLAT AT THE W. BANK OF WAHWEAP CREEK.  THERE IS A PROMINIENT FINGER OF
 HN0797'THE PLATEAU WHICH JUTS OUT TO THE S. ABOUT 0.75 MI. W. OF THE STATION.
 HN0797'STATION IS ON A BARE ROCK OUTCROP ABOUT 20 FT. N. OF THE CLIFF.
 HN0797'
 HN0797'REACHED BY HELICOPTER.
 HN0797'
 HN0797'STATION MARK - STANDARD TABLET STAMPED ---WAH 1953--- CEMENTED IN
 HN0797'DRILL HOLE IN SOLID ROCK.
 HN0797'
 HN0797'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---RM
 HN0797'NO.1--- CEMENTED IN DRILL HOLE IN SOLID ROCK OUTCROP, 19.08 FT. FROM
 HN0797'STATION MARK, N 47 DEG 27 MIN W.
 HN0797'
 HN0797'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---RM
 HN0797'NO.2--- CEMENTED IN DRILL HOLE IN SOLID ROCK OUTCROP, 9.85 FT. FROM
 HN0797'STATION MARK, N 54 DEG 40 MIN E.
 HN0797
 HN0797                          STATION RECOVERY (1954)
 HN0797
 HN0797'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 HN0797'LOCATED ABOUT 33 MI. SSE. OF TROPIC, 11 MI. ESE. OF PARIA, ON THE S.
 HN0797'EDGE OF A PLATEAU WHICH BREAKS OFF INTO A GRAY ERODED FLAT.  A SHARP
 HN0797'ERODED RIDGE EXTENDS FROM THE STATION ABOUT 3 MI. SE. DOWN INTO THE
 HN0797'FLAT AT THE W. BANK OF WAHWEAP CREEK.  THERE IS A PROMINIENT FINGER OF
 HN0797'THE PLATEAU WHICH JUTS OUT TO THE S. ABOUT 0.75 MI. W. OF THE STATION.
 HN0797'STATION IS ON BARE ROCK OUTCROP ABOUT 20 FT. N. OF CLIFF.
 HN0797'
 HN0797'REACHED BY HELICOPTER.
 HN0797'
 HN0797'STATION MARK - STANDARD TABLET STAMPED ---WAH 1953--- CEMENTED IN
 HN0797'DRILL HOLE IN SOLID ROCK.
 HN0797'
 HN0797'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---RM NO.
 HN0797'1---, CEMENTED IN DRILL HOLE IN SOLID ROCK OUTCROP, 19.08 FT. FROM
 HN0797'STATION MARK, N 47 DEG 27 MIN W.
 HN0797'
 HN0797'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---RM
 HN0797'NO.2--- CEMENTED IN DRILL HOLE IN SOLID ROCK OUTCROP, 9.85 FT. FROM
 HN0797'STATION MARK, N 54 DEG 40 MIN E.
 HN0797'
 HN0797'RECOVERED - STATION FOUND AS DESCRIBED, ALL MARKS IN
 HN0797'GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0577 ***********************************************************************
 JO0577  DESIGNATION -  WAH
 JO0577  PID         -  JO0577
 JO0577  STATE/COUNTY-  UT/BEAVER
 JO0577  COUNTRY     -  US
 JO0577  USGS QUAD   -  LAMERDORF PEAK (2017)
 JO0577
 JO0577                         *CURRENT SURVEY CONTROL
 JO0577  ______________________________________________________________________
 JO0577* NAD 83(1994) POSITION- 38 21 36.72269(N) 113 35 02.16440(W)   ADJUSTED
 JO0577* NAVD 88 ORTHO HEIGHT -  2861.15  (+/-2cm)     9387.0   (feet) VERTCON3
 JO0577  ______________________________________________________________________
 JO0577  GEOID HEIGHT    -        -21.128 (meters)                     GEOID18
 JO0577  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 JO0577  HORZ ORDER      -  SECOND
 JO0577  VERT ORDER      -  THIRD ? (See Below)
 JO0577
 JO0577.The horizontal coordinates were established by classical geodetic methods
 JO0577.and adjusted by the National Geodetic Survey in November 1997.
 JO0577
 JO0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0577
 JO0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0577.GEOID18 height accuracy estimate available here.
 JO0577
 JO0577.The vertical order pertains to the NGVD 29 superseded value.
 JO0577
 JO0577.Click photographs - Photos may exist for this station.
 JO0577
 JO0577.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0577
 JO0577. The following values were computed from the NAD 83(1994) position.
 JO0577
 JO0577;                    North         East     Units Scale Factor Converg.
 JO0577;SPC UT S     - 3,189,989.851   317,876.551   MT  1.00000177   -1 16 36.5
 JO0577;SPC UT S     -10,465,825.04  1,042,899.98   sFT  1.00000177   -1 16 36.5
 JO0577;UTM  12      - 4,248,941.853   274,233.824   MT  1.00022776   -1 36 15.4
 JO0577
 JO0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0577!SPC UT S     -   0.99955458  x   1.00000177  =   0.99955635
 JO0577!UTM  12      -   0.99955458  x   1.00022776  =   0.99978224
 JO0577
 JO0577:                Primary Azimuth Mark                     Grid Az
 JO0577:SPC UT S     -  FRISCO 2                                 056 40 30.4
 JO0577:UTM  12      -  FRISCO 2                                 057 00 09.3
 JO0577
 JO0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH7423348941(NAD 83)
 JO0577
 JO0577|---------------------------------------------------------------------|
 JO0577| PID    Reference Object                     Distance      Geod. Az  |
 JO0577|                                                           dddmmss.s |
 JO0577| CM6710 WAH RM 1                              7.360 METERS 00010     |
 JO0577| JO0547 FRISCO 2                            APPROX.31.4 KM 0552353.9 |
 JO0577| CM6711 WAH RM 3                              8.642 METERS 24534     |
 JO0577|---------------------------------------------------------------------|
 JO0577
 JO0577                          SUPERSEDED SURVEY CONTROL
 JO0577
 JO0577  NAD 83(1986)-  38 21 36.71741(N)    113 35 02.16238(W) AD(       ) 2
 JO0577  NAD 27      -  38 21 36.86034(N)    113 34 59.26485(W) AD(       ) 2
 JO0577  NGVD 29            2859.79   (m)         9382.5    (f) LEVELING    3  
 JO0577
 JO0577.Superseded values are not recommended for survey control.
 JO0577
 JO0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0577.See file dsdata.pdf to determine how the superseded data were derived.
 JO0577
 JO0577_MARKER: DB = BENCH MARK DISK
 JO0577_SETTING: 80 = SET IN A BOULDER
 JO0577_STAMPING: WAH 1958
 JO0577_MARK LOGO: USGS
 JO0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0577+STABILITY: SURFACE MOTION
 JO0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0577+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2024
 JO0577
 JO0577  HISTORY     - Date     Condition        Report By
 JO0577  HISTORY     - 1958     MONUMENTED       USGS
 JO0577  HISTORY     - 1971     GOOD             USGS
 JO0577  HISTORY     - 20180725 GOOD             INDIV
 JO0577  HISTORY     - 20240930 GOOD             PEAKBG
 JO0577
 JO0577                          STATION DESCRIPTION
 JO0577
 JO0577'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JO0577'LOCATED ABOUT 31.4 MI. W. OF MILFORD, 11.5 MI. S. OF STATE HIGHWAY 21
 JO0577'ALONG THE CREST OF THE WAH WAH MOUNTAINS, ON ONE OF THE HIGHEST POINTS
 JO0577'OF THE RIDGE.
 JO0577'
 JO0577'REACHED BY HELICOPTER - FAIR LANDING SITE LOCATED ON CENTERLINE RIDGE
 JO0577'ABOUT 60 FT. S. OF STATION AT SAME ELEVATION.
 JO0577'
 JO0577'TO REACH FROM MILFORD POST OFFICE, DRIVE N. AND W. ALONG STATE
 JO0577'HIGHWAY 21 FOR 23.2 MI. TO RD. FORKS S., TURN LEFT AND FOLLOW MAIN
 JO0577'TRAVELED GRAVEL RD. 15.1 MI. TO SADDLE HIGH IN THE WAH WAH MOUNTAINS.
 JO0577'PACK UP RIDGE TO SECOND HIGH TOP.  ABOUT 1 HOUR AND 45 MINUTE PACK.
 JO0577'
 JO0577'STATION MARK--STANDARD USGS TRIANGULATION TABLET, STAMPED
 JO0577'---WAH - 1958---, CEMENTED IN DRILL HOLE IN BOULDER.
 JO0577'
 JO0577'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET, STAMPED
 JO0577'---WAH - NO 1---, CEMENTED IN DRILL HOLE IN BOULDER, 3.0 FT. LOWER
 JO0577'THAN STATION MARK.
 JO0577'
 JO0577'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, NOT FOUND.
 JO0577'
 JO0577'REFERENCE MARK NO. 3--STANDARD USGS REFERENCE MARK TABLET, STAMPED
 JO0577'---WAH - 1958 - NO 3 - 1971---, CEMENTED IN DRILL HOLE IN ROCKY
 JO0577'OUTCROP, 2.2 FT. LOWER THAN STATION MARK.
 JO0577
 JO0577                          STATION RECOVERY (1971)
 JO0577
 JO0577'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JO0577'RM 1 - RM 3 NOT MEASURED.
 JO0577'
 JO0577'LOCATED ABOUT 31.4 MI W. OF MILFORD.  11.5 MI S. OF STATE HIGHWAY
 JO0577'21 ALONG THE CREST OF THE WAH WAH MOUNTAINS.  ON ONE OF THE HIGHEST
 JO0577'POINTS OF THE RIDGE.
 JO0577'
 JO0577'REACHED BY HELICOPTER - FAIR LANDING SITE LOCATED ON CENTERLINE
 JO0577'RIDGE ABOUT 60 FT S. OF STATION AT SAME ELEVATION.
 JO0577'
 JO0577'TO REACH FROM MILFORD POST OFFICE, DRIVE N. AND W. ALONG STATE
 JO0577'HIGHWAY 21 FOR 23.2 MI TO RD. FKS. S..  TURN LEFT AND FOLLOW
 JO0577'MAIN-TRAVELED GRAVEL RD. 15.1 MI TO SADDLE HIGH IN THE WAH WAH
 JO0577'MOUNTAINS.  PACK UP RIDGE TO SECOND HIGH TOP.  ABOUT 1-HOUR AND
 JO0577'45-MINUTE PACK.
 JO0577'
 JO0577'STATION MARK--STANDARD USGS TRIANGULATION TABLET STAMPED WAH - 1958
 JO0577'CEMENTED IN DRILL HOLE IN BOULDER.
 JO0577'
 JO0577'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 JO0577'WAH - NO 1 CEMENTED IN DRILL HOLE IN BOULDER, 3.0 FT LOWER THAN
 JO0577'STATION MARK.
 JO0577'
 JO0577'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, NOT FOUND.
 JO0577'
 JO0577'REFERENCE MARK NO. 3--STANDARD USGS REFERENCE MARK TABLET STAMPED
 JO0577'WAH - 1958 - NO 3 - 1971 CEMENTED IN DRILL HOLE IN ROCKY OUTCROP,
 JO0577'2.2 FT LOWER THAN STATION MARK.
 JO0577
 JO0577                          STATION RECOVERY (2018)
 JO0577
 JO0577'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (TWG)
 JO0577'RECOVERED IN GOOD CONDITION.
 JO0577
 JO0577                          STATION RECOVERY (2024)
 JO0577
 JO0577'RECOVERY NOTE BY PEAK BAGGER 2024 (DG)
 JO0577'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0576 ***********************************************************************
 JO0576  DESIGNATION -  WAH WAH
 JO0576  PID         -  JO0576
 JO0576  STATE/COUNTY-  UT/BEAVER
 JO0576  COUNTRY     -  US
 JO0576  USGS QUAD   -  SEWING MACHINE PASS (2017)
 JO0576
 JO0576                         *CURRENT SURVEY CONTROL
 JO0576  ______________________________________________________________________
 JO0576* NAD 83(1994) POSITION- 38 28 47.20838(N) 113 33 13.49590(W)   ADJUSTED
 JO0576* NAVD 88 ORTHO HEIGHT -  2651.5   (meters)     8699.    (feet) VERTCON3
 JO0576  ______________________________________________________________________
 JO0576  GEOID HEIGHT    -        -21.016 (meters)                     GEOID18
 JO0576  LAPLACE CORR    -          3.32  (seconds)                    DEFLEC18
 JO0576  HORZ ORDER      -  THIRD
 JO0576
 JO0576.The horizontal coordinates were established by classical geodetic methods
 JO0576.and adjusted by the National Geodetic Survey in November 1997.
 JO0576
 JO0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0576
 JO0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0576.GEOID18 height accuracy estimate available here.
 JO0576
 JO0576.Click photographs - Photos may exist for this station.
 JO0576
 JO0576.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0576
 JO0576. The following values were computed from the NAD 83(1994) position.
 JO0576
 JO0576;                    North         East     Units Scale Factor Converg.
 JO0576;SPC UT S     - 3,203,202.300   320,805.668   MT  1.00002494   -1 15 29.9
 JO0576;SPC UT S     -10,509,172.88  1,052,509.93   sFT  1.00002494   -1 15 29.9
 JO0576;UTM  12      - 4,262,139.967   277,239.481   MT  1.00021114   -1 35 22.9
 JO0576
 JO0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0576!SPC UT S     -   0.99958744  x   1.00002494  =   0.99961237
 JO0576!UTM  12      -   0.99958744  x   1.00021114  =   0.99979849
 JO0576
 JO0576:                Primary Azimuth Mark                     Grid Az
 JO0576:SPC UT S     -  V 33                                     298 38 31.3
 JO0576:UTM  12      -  V 33                                     298 58 24.3
 JO0576
 JO0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH7723962139(NAD 83)
 JO0576
 JO0576|---------------------------------------------------------------------|
 JO0576| PID    Reference Object                     Distance      Geod. Az  |
 JO0576|                                                           dddmmss.s |
 JO0576| JO0337 V 33                                APPROX. 9.5 KM 2972301.4 |
 JO0576|---------------------------------------------------------------------|
 JO0576
 JO0576                          SUPERSEDED SURVEY CONTROL
 JO0576
 JO0576  NAD 83(1986)-  38 28 47.20348(N)    113 33 13.49378(W) AD(       ) 3
 JO0576  NAD 27      -  38 28 47.35131(N)    113 33 10.59624(W) AD(       ) 3
 JO0576  NGVD 29 (07/19/86) 2650.2    (m)         8695.     (f) VERT ANG       
 JO0576
 JO0576.Superseded values are not recommended for survey control.
 JO0576
 JO0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0576.See file dsdata.pdf to determine how the superseded data were derived.
 JO0576
 JO0576_MARKER: DB = BENCH MARK DISK
 JO0576_SETTING: 66 = SET IN ROCK OUTCROP
 JO0576_STAMPING: WAH WAH 1958
 JO0576_MARK LOGO: USGS
 JO0576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0576+STABILITY: POSITION/ELEVATION WELL
 JO0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0576+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2018
 JO0576
 JO0576  HISTORY     - Date     Condition        Report By
 JO0576  HISTORY     - 1958     MONUMENTED       USGS
 JO0576  HISTORY     - 20180717 GOOD             INDIV
 JO0576
 JO0576                          STATION DESCRIPTION
 JO0576
 JO0576'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JO0576'LOCATED ABOUT 27.8 MI. W. OF MILFORD, 3.5 MI. S. OF STATE HIGHWAY 21,
 JO0576'ON A HIGH PEAK ALONG THE CREST OF THE WAH WAH MOUNTAINS.
 JO0576'
 JO0576'TO REACH FROM MILFORD POST OFFICE, DRIVE N. AND W. FOR 33.5 MI. ALONG
 JO0576'HIGHWAY 21 TO RD. FORKS LEFT (S.) (RD. FORK IS 1.5 MI. W. OF THE
 JO0576'SUMMIT OF WAH WAH MOUNTAINS), TURN LEFT ALONG RD. LEADING S. UP INTO
 JO0576'CANYON FOR 1.4 MI. TO POINT WHERE DRAIN ON LEFT CAN BE CROSSED, TURN
 JO0576'LEFT ACROSS DRAIN AND DRIVE CROSS-COUNTRY E. FOR 0.4 MI. TO TREE LINE
 JO0576'AND END TRUCK TRAVEL.  PACK UP DRAINAGE TO E. AND S. UP RIDGE TO TOP
 JO0576'AND STATION.  ABOUT A 2 HOUR PACK.
 JO0576'
 JO0576'STATION MARK--STANDARD USGS TABLET, STAMPED ---WAH WAH 1958---,
 JO0576'CEMENTED IN ROCK OUTCROP.
 JO0576'
 JO0576'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET, STAMPED
 JO0576'---NO 1 1958---, CEMENTED IN A ROCK OUTCROP.
 JO0576'
 JO0576'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, IN ROOT OF LIVE JUNIPER
 JO0576'TREE.
 JO0576
 JO0576                          STATION RECOVERY (2018)
 JO0576
 JO0576'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (TWG)
 JO0576'I DID NOT FIND REFERENCE MARK 2, THE COPPER NAIL AND WASHER, BUT I DID
 JO0576'FIND THE TREE AS IT WAS OBVIOUS WHERE BARK HAD BEEN CHOPPED OUT WITH
 JO0576'AN AXE.  THE TREE IS ABOUT 35 FT (10.7 M) EAST OF THE STATION MARK AND
 JO0576'REFERENCE MARK 1 IS ABOUT 20 FT (6.1 M) SOUTH OF THE STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0762 ***********************************************************************
 LO0762  DESIGNATION -  WALLSBURG
 LO0762  PID         -  LO0762
 LO0762  STATE/COUNTY-  UT/WASATCH
 LO0762  COUNTRY     -  US
 LO0762  USGS QUAD   -  WALLSBURG RIDGE (2017)
 LO0762
 LO0762                         *CURRENT SURVEY CONTROL
 LO0762  ______________________________________________________________________
 LO0762* NAD 83(1994) POSITION- 40 22 28.94855(N) 111 29 43.64022(W)   ADJUSTED
 LO0762* NAVD 88 ORTHO HEIGHT -  2689.0   (meters)     8822.    (feet) VERTCON3
 LO0762  ______________________________________________________________________
 LO0762  GEOID HEIGHT    -        -15.863 (meters)                     GEOID18
 LO0762  LAPLACE CORR    -          8.77  (seconds)                    DEFLEC18
 LO0762  HORZ ORDER      -  THIRD
 LO0762
 LO0762.The horizontal coordinates were established by classical geodetic methods
 LO0762.and adjusted by the National Geodetic Survey in November 1997.
 LO0762
 LO0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0762
 LO0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0762.GEOID18 height accuracy estimate available here.
 LO0762
 LO0762.Click photographs - Photos may exist for this station.
 LO0762
 LO0762.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0762
 LO0762. The following values were computed from the NAD 83(1994) position.
 LO0762
 LO0762;                    North         East     Units Scale Factor Converg.
 LO0762;SPC UT C     - 2,226,634.910   500,385.911   MT  0.99994313   +0 00 10.5
 LO0762;SPC UT C     - 7,305,218.03  1,641,682.78   sFT  0.99994313   +0 00 10.5
 LO0762;UTM  12      - 4,469,465.287   457,940.047   MT  0.99962178   -0 19 15.4
 LO0762
 LO0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0762!SPC UT C     -   0.99958084  x   0.99994313  =   0.99952400
 LO0762!UTM  12      -   0.99958084  x   0.99962178  =   0.99920278
 LO0762
 LO0762:                Primary Azimuth Mark                     Grid Az
 LO0762:SPC UT C     -  CHARLESTON                               017 37 54.2
 LO0762:UTM  12      -  CHARLESTON                               017 57 20.1
 LO0762
 LO0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK5794069465(NAD 83)
 LO0762
 LO0762|---------------------------------------------------------------------|
 LO0762| PID    Reference Object                     Distance      Geod. Az  |
 LO0762|                                                           dddmmss.s |
 LO0762| LO0765 CHARLESTON                          APPROX.12.0 KM 0173804.7 |
 LO0762|---------------------------------------------------------------------|
 LO0762
 LO0762                          SUPERSEDED SURVEY CONTROL
 LO0762
 LO0762  NAD 83(1993)-  40 22 28.94705(N)    111 29 43.63832(W) AD(       ) 3
 LO0762  NAD 83(1986)-  40 22 28.93568(N)    111 29 43.63102(W) AD(       ) 3
 LO0762  NAD 27      -  40 22 29.10233(N)    111 29 40.95074(W) AD(       ) 3
 LO0762  NGVD 29 (07/19/86) 2687.8    (m)         8818.     (f) VERT ANG       
 LO0762
 LO0762.Superseded values are not recommended for survey control.
 LO0762
 LO0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0762.See file dsdata.pdf to determine how the superseded data were derived.
 LO0762
 LO0762_MARKER: DD = SURVEY DISK
 LO0762_SETTING: 66 = SET IN ROCK OUTCROP
 LO0762_STAMPING: WALLSBURG 1946
 LO0762_MARK LOGO: USGS
 LO0762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0762+STABILITY: POSITION/ELEVATION WELL
 LO0762
 LO0762  HISTORY     - Date     Condition        Report By
 LO0762  HISTORY     - 1946     MONUMENTED       USGS
 LO0762
 LO0762                          STATION DESCRIPTION
 LO0762
 LO0762'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 LO0762'LOCATED ABOUT 4.0 MI. W. AND 1.0 MI. S. OF THE VILLAGE OF WALLSBURG,
 LO0762'AT THE N. END OF THE MAIN RIDGE LYING BETWEEN S. FORK PROVO RIVER AND
 LO0762'ROUND VALLEY CREEK.  STATION IS NEAR SW. EDGE OF A SMALL FLAT TOP
 LO0762'THAT HAS SLIGHT SADDLE TO THE SE. IT IS A 150 FT. S. OF A SMALL PATCH
 LO0762'OF PINES.  THERE IS A SLIGHT AND MORE PROMINIENT TOP ON THE RIDGE
 LO0762'ABOUT 0.5 MI. TO THE SE.
 LO0762'
 LO0762'STATION IS BEST REACHED BY HORSEBACK FROM WALLSBURG AND CAN BE REACHED
 LO0762'ON FOOT BY DRIVING E. FROM DOOR FLAT DAM IN PROVO RIVER FOR 1.4 MI.
 LO0762'THEN TURN RIGHT AND FOLLOW POOR RD. UP A SIDE CANYON FOR 1.6 MI. FROM
 LO0762'HERE HIKE ALONG A TRAIL LEADING S. UP CANYON ONTO THE RIDGE AND THEN
 LO0762'ALONG RIDGE EASTERLY TO STATION.  ABOUT 3 HOUR PACK.
 LO0762'
 LO0762'STATION MARK - STANDARD TABLET STAMPED ---WALLSBURG 1946--- CEMENTED
 LO0762'IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0727 ***********************************************************************
 LO0727  DESIGNATION -  WANSHIP
 LO0727  PID         -  LO0727
 LO0727  STATE/COUNTY-  UT/SUMMIT
 LO0727  COUNTRY     -  US
 LO0727  USGS QUAD   -  WANSHIP (2017)
 LO0727
 LO0727                         *CURRENT SURVEY CONTROL
 LO0727  ______________________________________________________________________
 LO0727* NAD 83(1994) POSITION- 40 51 19.21331(N) 111 28 49.15872(W)   ADJUSTED
 LO0727* NAVD 88 ORTHO HEIGHT -  2837.0   (meters)     9308.    (feet) VERTCON3
 LO0727  ______________________________________________________________________
 LO0727  GEOID HEIGHT    -        -15.762 (meters)                     GEOID18
 LO0727  LAPLACE CORR    -          1.18  (seconds)                    DEFLEC18
 LO0727  HORZ ORDER      -  FIRST
 LO0727
 LO0727.The horizontal coordinates were established by classical geodetic methods
 LO0727.and adjusted by the National Geodetic Survey in November 1997.
 LO0727
 LO0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0727
 LO0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0727.GEOID18 height accuracy estimate available here.
 LO0727
 LO0727.Click photographs - Photos may exist for this station.
 LO0727
 LO0727.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0727
 LO0727. The following values were computed from the NAD 83(1994) position.
 LO0727
 LO0727;                    North         East     Units Scale Factor Converg.
 LO0727;SPC UT N     - 1,057,968.123   501,659.206   MT  0.99998051   +0 00 46.7
 LO0727;SPC UT N     - 3,471,017.08  1,645,860.25   sFT  0.99998051   +0 00 46.7
 LO0727;SPC UT C     - 2,280,006.953   501,659.333   MT  1.00005758   +0 00 45.4
 LO0727;SPC UT C     - 7,480,322.81  1,645,860.66   sFT  1.00005758   +0 00 45.4
 LO0727;UTM  12      - 4,522,809.308   459,515.933   MT  0.99962017   -0 18 51.1
 LO0727
 LO0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0727!SPC UT N     -   0.99955764  x   0.99998051  =   0.99953816
 LO0727!SPC UT C     -   0.99955764  x   1.00005758  =   0.99961520
 LO0727!UTM  12      -   0.99955764  x   0.99962017  =   0.99917798
 LO0727
 LO0727:                Primary Azimuth Mark                     Grid Az
 LO0727:SPC UT N     -  WANSHIP AZ MK                            164 27 24.9
 LO0727:SPC UT C     -  WANSHIP AZ MK                            164 27 26.2
 LO0727:UTM  12      -  WANSHIP AZ MK                            164 47 02.7
 LO0727
 LO0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL5951522809(NAD 83)
 LO0727
 LO0727|---------------------------------------------------------------------|
 LO0727| PID    Reference Object                     Distance      Geod. Az  |
 LO0727|                                                           dddmmss.s |
 LO0727| CM6719 WANSHIP RM 1                          6.273 METERS 04856     |
 LO0727| LO0708 AIR BCN S END PORCUPINE RIDGE       APPROX.33.3 KM 0651229.4 |
 LO0727| CM6720 WANSHIP RM 2                         11.646 METERS 13217     |
 LO0727| CM6721 WANSHIP RM 3                          9.414 METERS 13938     |
 LO0727| CM6718 WANSHIP AZ MK                                      1642811.6 |
 LO0727| LO0728 AIR BN 3 1/2 MI NE STA KIMBALL      APPROX. 9.0 KM 1855209.6 |
 LO0727| LO0818 PORCUPINE PK AIR BCN PROP TYPE      APPROX. 4.0 KM 2884704.8 |
 LO0727|---------------------------------------------------------------------|
 LO0727
 LO0727                          SUPERSEDED SURVEY CONTROL
 LO0727
 LO0727  NAD 83(1993)-  40 51 19.21374(N)    111 28 49.15781(W) AD(       ) 1
 LO0727  NAD 83(1986)-  40 51 19.20051(N)    111 28 49.14823(W) AD(       ) 1
 LO0727  NAD 27      -  40 51 19.39533(N)    111 28 46.42355(W) AD(       ) 1
 LO0727  NGVD 29 (07/19/86) 2835.6    (m)         9303.     (f) VERT ANG       
 LO0727
 LO0727.Superseded values are not recommended for survey control.
 LO0727
 LO0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0727.See file dsdata.pdf to determine how the superseded data were derived.
 LO0727
 LO0727_MARKER: B = BOLT
 LO0727_SETTING: 80 = SET IN A BOULDER
 LO0727
 LO0727  HISTORY     - Date     Condition        Report By
 LO0727  HISTORY     - 1938     MONUMENTED       USGS
 LO0727  HISTORY     - 1950     GOOD             USGS
 LO0727  HISTORY     - 1973     GOOD             NGS
 LO0727
 LO0727                          STATION DESCRIPTION
 LO0727
 LO0727'DESCRIBED BY US GEOLOGICAL SURVEY 1938 (FGJ)
 LO0727'STATION IS ON THE HIGHEST POINT OF A HIGH, BALD-TOPPED MOUNTAIN
 LO0727'THAT LIES APPROXIMATELY SW OF COALVILLE AND 5 MILES NW OF
 LO0727'WANSHIP.
 LO0727'
 LO0727'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN
 LO0727'BOULDERS AS DESCRIBED.
 LO0727'
 LO0727'REACHED FROM COALVILLE AS FOLLOWS--FROM THE POST OFFICE GO
 LO0727'S ON MAIN STREET 1-1/2 BLOCK TO A STREET LEADING WEST, JUST BEFORE
 LO0727'REACHING THE COTTAGE INN.  GO W ON THIS STREET, CROSSING
 LO0727'RR TRACKS, AROUND THE S END AND ALONG THE W SIDE OF ECHO
 LO0727'RESERVOIR FOR 1.2 MILES TO WHERE ROAD TURNS W UP LEWIS CANYON.
 LO0727'GO LEFT UP CANYON FOR 0.45 MILE TO FORK, KEEP LEFT FORK,
 LO0727'STRAIGHT AHEAD, 0.5 MILE TO GATE, PASS THROUGH GATE AND
 LO0727'CONTINUE 0.25 MILE TO FORK.  TAKE RIGHT FORK AND GO 0.6 MILE
 LO0727'TO GATE AT STRAW STACK AND GRANARY.  CONTINUE 0.2 MILE TO
 LO0727'ANOTHER GATE, THEN 0.7 MILE TO GATE AT DESERTED SHACKS.  GO
 LO0727'THROUGH GATE AND W ACROSS FIELD, THEN S ALONG W EDGE OF
 LO0727'FIELD A TOTAL OF 0.4 MILE TO GATE AT SW CORNER OF FIELD.  GO
 LO0727'THROUGH GATE AND CONTINUE 0.25 MILE TO FORKS, JUST E
 LO0727'OF ANOTHER GATE.  TAKE LEFT FORK ALONG FENCE LINE AND
 LO0727'GO 0.25 MILE, THEN BEAR RIGHT AT FENCE CORNER AND
 LO0727'FOLLOW DIM, ROUGH ROAD UP CANYON AND THROUGH TIMBER FOR
 LO0727'1.8 MILES TO TWO OLD LOG PENS ON LEFT AND END OF TRUCK
 LO0727'TRAVEL.  FROM THIS POINT STATION LIES SW ABOUT 1-1/4 MILES, A
 LO0727'1-1/2 HOURS PACK.  FROM THE PENS FOLLOW A WELL-DEFINED
 LO0727'TRAIL SW UP STEEP SLOPE TO TOP OF RIDGE, THEN ALONG RIDGE
 LO0727'TO HIGHEST POINT AND STATION.
 LO0727'
 LO0727'STATION MARK IS A U.S.G.S. MARK, A COPPER BOLT, LEADED IN A
 LO0727'DRILL HOLE IN A BOULDER.  THERE IS A U.S.G.S. BENCH MARK IN
 LO0727'SAME BOULDER.  THE BENCH MARK HAS BEEN SO BATTERED THAT AN
 LO0727'ACCURATE MEASUREMENT COULD NOT BE MADE.  IT IS APPROXIMATELY
 LO0727'4 INCHES FROM STATION MARK.
 LO0727'
 LO0727'AZIMUTH MARK IS SSE APPROXIMATELY 3/4 MILE ON A KNOLL ON RIDGE.
 LO0727'BOTH REFERENCE MARKS AND AZIMUTH MARK ARE STANDARD DISKS STAMPED
 LO0727'WANSHIP USGS 1938.
 LO0727'
 LO0727'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
 LO0727
 LO0727                          STATION RECOVERY (1950)
 LO0727
 LO0727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 LO0727'RECOVERED.
 LO0727
 LO0727                          STATION RECOVERY (1973)
 LO0727
 LO0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0727'THE STATION MARK (A COPPER BOLT), REFERENCE MARK 1, THE AZIMUTH
 LO0727'MARK AND THE U.S. GEOLOGICAL SURVEY BENCH MARK WERE RECOVERED
 LO0727'AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND BUT IT
 LO0727'HAD BEEN DESTROYED.  A NEW DESCRIPTION FOLLOWS--
 LO0727'
 LO0727'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF WANSHIP, 5
 LO0727'MILES SOUTHWEST OF COALVILLE AND ON TOP OF A BALD TOP MOUNTAIN.
 LO0727'
 LO0727'THE STATION WAS REACHED BY HELICOPTER.
 LO0727'
 LO0727'THE STATION MARK IS A COPPER BOLT, UNSTAMPED, LEADED IN A DRILL
 LO0727'HOLE IN A 3X3-FOOT BOULDER THAT PROJECTS 10 INCHES ABOVE THE
 LO0727'GROUND.  A U.S. GEOLOGICAL SURVEY BENCH MARK IS CEMENTED IN A
 LO0727'DRILL HOLE IN THE SAME BOULDER.  IT IS 0.081 METER SOUTHEAST OF
 LO0727'THE STATION MARK.  THE MARKS ARE 21 FEET NORTH-NORTHWEST OF THE
 LO0727'NORTHWEST CORNER OF A BLOCK BUILDING AND 13 FEET WEST OF THE
 LO0727'WEST LEG OF A RELAY TOWER.
 LO0727'
 LO0727'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WANSHIP USGS NO 1
 LO0727'1938, CEMENTED IN A DRILL HOLE IN A 4X4 FOOT BOULDER THAT PROJECTS
 LO0727'8 INCHES ABOVE THE GROUND.  IT IS 34 FEET NORTH OF THE NORTHWEST
 LO0727'CORNER OF THE BLOCK BUILDING.
 LO0727'
 LO0727'REFERENCE MARK 3 IS A STANDARD DISK STAMPED WANSHIP USGS NO 3
 LO0727'1938 1973, CEMENTED IN A DRILL HOLE IN THE FOOTING OF THE
 LO0727'SOUTHEAST LEG OF THE RELAY TOWER.  THE FOOTING IS ABOUT 12 INCHES
 LO0727'ABOVE THE GROUND.  IT IS 12 FEET EAST OF THE NORTHWEST CORNER
 LO0727'OF THE BLOCK BUILDING.
 LO0727'
 LO0727'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WANSHIP USGS 1938,
 LO0727'CEMENTED IN A DRILL HOLE IN A 3X3 FOOT BOULDER THAT PROJECTS 8
 LO0727'INCHES ABOVE THE GROUND.
 LO0727'
 LO0727'TO REACH THE AZIMUTH MARK PACK SOUTH-SOUTHEAST FOR ABOUT 0.7
 LO0727'MILE TO THE MARK AND SOME BOULDERS ON TOP OF A SMALL KNOLL THAT
 LO0727'IS LOWER THAN THE STATION.
 LO0727'
 LO0727'HEIGHT OF LIGHT ABOVE STATION MARK 10.6 FEET.
 LO0727'
 LO0727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO0727'5 MILES NORTHWEST OF WANSHIP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DH3863 ***********************************************************************
 DH3863  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3863  DESIGNATION -  WANSHIP_UT2004 CORS GRP
 DH3863  CORS_ID     -  P089
 DH3863  PID         -  DH3863
 DH3863  STATE/COUNTY-  UT/SUMMIT
 DH3863  COUNTRY     -  US
 DH3863  USGS QUAD   -  WANSHIP (2017)
 DH3863
 DH3863                         *CURRENT SURVEY CONTROL
 DH3863  ______________________________________________________________________
 DH3863* NAD 83(2011) POSITION- 40 48 25.49416(N) 111 24 54.99251(W)   ADJUSTED
 DH3863* NAD 83(2011) ELLIP HT-  1816.442 (meters)        (04/??/25)   ADJUSTED
 DH3863* NAD 83(2011) EPOCH   -  2010.00
 DH3863  ______________________________________________________________________
 DH3863  GEOID HEIGHT    -        -15.733 (meters)                     GEOID18
 DH3863  NAD 83(2011) X  - -1,765,742.333 (meters)                     COMP
 DH3863  NAD 83(2011) Y  - -4,502,109.778 (meters)                     COMP
 DH3863  NAD 83(2011) Z  -  4,147,417.763 (meters)                     COMP
 DH3863  LAPLACE CORR    -          2.94  (seconds)                    DEFLEC18
 DH3863
 DH3863  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3863  Standards:
 DH3863         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3863            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3863  -------------------------------------------------------------------
 DH3863  NETWORK    0.77   1.29           0.33   0.29   0.66     -0.31458700
 DH3863  -------------------------------------------------------------------
 DH3863
 DH3863.The horizontal coordinates were established by GPS observations
 DH3863.and adjusted by the National Geodetic Survey in April 2025.
 DH3863
 DH3863.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3863.been affixed to the stable North American Tectonic Plate. 
 DH3863
 DH3863.The horizontal coordinates are valid at the epoch date displayed above
 DH3863.which is a decimal equivalence of Year/Month/Day.
 DH3863
 DH3863.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DH3863.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DH3863.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DH3863.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DH3863.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DH3863.published epoch of 2010.00.
 DH3863
 DH3863.Additional information on MYCS is available at:
 DH3863.https://geodesy.noaa.gov/CORS/index.shtml
 DH3863
 DH3863.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3863.GEOID18 height accuracy estimate available here.
 DH3863
 DH3863.Click photographs - Photos may exist for this station.
 DH3863
 DH3863.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3863
 DH3863.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH3863
 DH3863.The ellipsoidal height was determined by GPS observations
 DH3863.and is referenced to NAD 83.
 DH3863
 DH3863. The following values were computed from the NAD 83(2011) position.
 DH3863
 DH3863;                    North         East     Units Scale Factor Converg.
 DH3863;SPC UT N     - 1,052,612.724   507,148.942   MT  0.99998664   +0 03 21.1
 DH3863;SPC UT N     - 3,453,446.91  1,663,871.15   sFT  0.99998664   +0 03 21.1
 DH3863;UTM  12      - 4,517,424.617   464,972.998   MT  0.99961510   -0 16 17.0
 DH3863
 DH3863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3863!SPC UT N     -   0.99971515  x   0.99998664  =   0.99970179
 DH3863!UTM  12      -   0.99971515  x   0.99961510  =   0.99933036
 DH3863
 DH3863_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL6497217424(NAD 83)
 DH3863
 DH3863                          SUPERSEDED SURVEY CONTROL
 DH3863
 DH3863  NAD 83(2011)-  40 48 25.49427(N)    111 24 54.99262(W) AD(2010.00) A
 DH3863  ELLIP H (06/??/19) 1816.453  (m)                       GP(2010.00) 4 1
 DH3863  NAD 83(2011)-  40 48 25.49432(N)    111 24 54.99266(W) AD(2010.00) A
 DH3863  ELLIP H (08/??/11) 1816.448  (m)                       GP(2010.00) 4 1
 DH3863  NAD 83(CORS)-  40 48 25.49389(N)    111 24 54.99283(W) AD(2002.00) A
 DH3863  ELLIP H (06/??/05) 1816.427  (m)                       GP(2002.00) 4 1
 DH3863
 DH3863.Superseded values are not recommended for survey control.
 DH3863
 DH3863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3863.See file dsdata.pdf to determine how the superseded data were derived.
 DH3863
 DH3863_STAMPING: UNKNOWN
 DH3863
 DH3863                          STATION DESCRIPTION
 DH3863
 DH3863'THIS MONUMENT IS ASSOCIATED WITH STATION 'P089'
 DH3863'AND IS A PART OF THE NOAA CORS NETWORK (NCN). LATEST INFORMATION
 DH3863'INCLUDING POSITIONS AND VEOCITIES ARE AVAILABLE IN THE COORDINATE
 DH3863'AND LOG FILES ACCESSIBLE AT:
 DH3863'https://geodesy.noaa.gov/CORS/index.shtml
 DH3863'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DH3861 ***********************************************************************
 DH3861  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3861  DESIGNATION -  WANSHIP___UT2004 CORS ARP
 DH3861  CORS_ID     -  P089
 DH3861  PID         -  DH3861
 DH3861  STATE/COUNTY-  UT/SUMMIT
 DH3861  COUNTRY     -  US
 DH3861  USGS QUAD   -  WANSHIP (2017)
 DH3861
 DH3861                         *CURRENT SURVEY CONTROL
 DH3861  ______________________________________________________________________
 DH3861* NAD 83(2011) POSITION- 40 48 25.49416(N) 111 24 54.99251(W)   ADJUSTED
 DH3861* NAD 83(2011) ELLIP HT-  1816.450 (meters)        (04/??/25)   ADJUSTED
 DH3861* NAD 83(2011) EPOCH   -  2010.00
 DH3861  ______________________________________________________________________
 DH3861  GEOID HEIGHT    -        -15.733 (meters)                     GEOID18
 DH3861  NAD 83(2011) X  - -1,765,742.335 (meters)                     COMP
 DH3861  NAD 83(2011) Y  - -4,502,109.783 (meters)                     COMP
 DH3861  NAD 83(2011) Z  -  4,147,417.769 (meters)                     COMP
 DH3861
 DH3861  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3861  Standards:
 DH3861         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3861            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3861  -------------------------------------------------------------------
 DH3861  NETWORK    0.77   1.29           0.33   0.29   0.66     -0.31458700
 DH3861  -------------------------------------------------------------------
 DH3861
 DH3861.The coordinates were established by GPS observations
 DH3861.and adjusted by the National Geodetic Survey in April 2025.
 DH3861
 DH3861.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3861.been affixed to the stable North American Tectonic Plate. 
 DH3861
 DH3861.The coordinates are valid at the epoch date displayed above
 DH3861.which is a decimal equivalence of Year/Month/Day.
 DH3861
 DH3861.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DH3861.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DH3861.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DH3861.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DH3861.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DH3861.published epoch of 2010.00.
 DH3861
 DH3861.Additional information on MYCS is available at:
 DH3861.https://geodesy.noaa.gov/CORS/index.shtml
 DH3861
 DH3861.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3861.GEOID18 height accuracy estimate available here.
 DH3861
 DH3861.The PID for the CORS L1 Phase Center is DH3862.
 DH3861
 DH3861.Click photographs - Photos may exist for this station.
 DH3861
 DH3861.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3861
 DH3861.The ellipsoidal height was determined by GPS observations
 DH3861.and is referenced to NAD 83.
 DH3861
 DH3861. The following values were computed from the NAD 83(2011) position.
 DH3861
 DH3861;                    North         East     Units Scale Factor Converg.
 DH3861;SPC UT N     - 1,052,612.724   507,148.942   MT  0.99998664   +0 03 21.1
 DH3861;SPC UT N     - 3,453,446.91  1,663,871.15   sFT  0.99998664   +0 03 21.1
 DH3861;UTM  12      - 4,517,424.617   464,972.998   MT  0.99961510   -0 16 17.0
 DH3861
 DH3861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3861!SPC UT N     -   0.99971515  x   0.99998664  =   0.99970179
 DH3861!UTM  12      -   0.99971515  x   0.99961510  =   0.99933036
 DH3861
 DH3861_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL6497217424(NAD 83)
 DH3861
 DH3861                          SUPERSEDED SURVEY CONTROL
 DH3861
 DH3861  NAD 83(2011)-  40 48 25.49427(N)    111 24 54.99262(W) AD(2010.00) c
 DH3861  ELLIP H (06/??/19) 1816.461  (m)                       GP(2010.00) c c
 DH3861  NAD 83(2011)-  40 48 25.49426(N)    111 24 54.99258(W) AD(2010.00) c
 DH3861  NAD 83(2011)-  40 48 25.49432(N)    111 24 54.99266(W) AD(2010.00) c
 DH3861  ELLIP H (08/??/11) 1816.456  (m)                       GP(2010.00) c c
 DH3861  NAD 83(CORS)-  40 48 25.49389(N)    111 24 54.99283(W) AD(2002.00) c
 DH3861  ELLIP H (06/??/05) 1816.436  (m)                       GP(2002.00) c c
 DH3861
 DH3861.Superseded values are not recommended for survey control.
 DH3861
 DH3861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3861.See file dsdata.pdf to determine how the superseded data were derived.
 DH3861
 DH3861_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3861
 DH3861                          STATION DESCRIPTION
 DH3861
 DH3861'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DH3861'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DH3861'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DH3861'AND LOG FILES ACCESSIBLE AT:
 DH3861'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0740 ***********************************************************************
 MS0740  DESIGNATION -  WARD
 MS0740  PID         -  MS0740
 MS0740  STATE/COUNTY-  UT/BOX ELDER
 MS0740  COUNTRY     -  US
 MS0740  USGS QUAD   -  RATTLESNAKE PASS (2017)
 MS0740
 MS0740                         *CURRENT SURVEY CONTROL
 MS0740  ______________________________________________________________________
 MS0740* NAD 83(1994) POSITION- 41 54 29.11285(N) 112 35 26.79053(W)   ADJUSTED
 MS0740* NAVD 88 ORTHO HEIGHT -  1589.6   (meters)     5215.    (feet) VERTCON3
 MS0740  ______________________________________________________________________
 MS0740  GEOID HEIGHT    -        -14.962 (meters)                     GEOID18
 MS0740  LAPLACE CORR    -          3.66  (seconds)                    DEFLEC18
 MS0740  HORZ ORDER      -  THIRD
 MS0740
 MS0740.The horizontal coordinates were established by classical geodetic methods
 MS0740.and adjusted by the National Geodetic Survey in November 1997.
 MS0740
 MS0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0740
 MS0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0740.GEOID18 height accuracy estimate available here.
 MS0740
 MS0740.Click photographs - Photos may exist for this station.
 MS0740
 MS0740.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0740
 MS0740. The following values were computed from the NAD 83(1994) position.
 MS0740
 MS0740;                    North         East     Units Scale Factor Converg.
 MS0740;SPC UT N     - 1,175,452.620   409,498.844   MT  1.00002263   -0 43 09.2
 MS0740;SPC UT N     - 3,856,464.14  1,343,497.46   sFT  1.00002263   -0 43 09.2
 MS0740;UTM  12      - 4,640,794.826   368,064.510   MT  0.99981420   -1 03 45.7
 MS0740
 MS0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0740!SPC UT N     -   0.99975309  x   1.00002263  =   0.99977572
 MS0740!UTM  12      -   0.99975309  x   0.99981420  =   0.99956734
 MS0740
 MS0740:                Primary Azimuth Mark                     Grid Az
 MS0740:SPC UT N     -  HANS ET                                  281 03 32.7
 MS0740:UTM  12      -  HANS ET                                  281 24 09.2
 MS0740
 MS0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM6806440794(NAD 83)
 MS0740
 MS0740|---------------------------------------------------------------------|
 MS0740| PID    Reference Object                     Distance      Geod. Az  |
 MS0740|                                                           dddmmss.s |
 MS0740| CM6729 WARD RM 2                             9.366 METERS 12217     |
 MS0740| MS0742 HANS ET                             APPROX. 6.4 KM 2802023.5 |
 MS0740| CM6728 WARD RM 1                             9.600 METERS 29537     |
 MS0740|---------------------------------------------------------------------|
 MS0740
 MS0740                          SUPERSEDED SURVEY CONTROL
 MS0740
 MS0740  NAD 83(1993)-  41 54 29.10715(N)    112 35 26.77301(W) AD(       ) 3
 MS0740  NAD 83(1986)-  41 54 29.10687(N)    112 35 26.77300(W) AD(       ) 3
 MS0740  NAD 27      -  41 54 29.39084(N)    112 35 23.86862(W) AD(       ) 3
 MS0740  NGVD 29 (07/19/86) 1588.5    (m)         5212.     (f) VERT ANG       
 MS0740
 MS0740.Superseded values are not recommended for survey control.
 MS0740
 MS0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0740.See file dsdata.pdf to determine how the superseded data were derived.
 MS0740
 MS0740_MARKER: DD = SURVEY DISK
 MS0740_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MS0740+WITH SETTING: INFORMATION.
 MS0740_STAMPING: WARD 1968
 MS0740_MARK LOGO: USGS
 MS0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0740
 MS0740  HISTORY     - Date     Condition        Report By
 MS0740  HISTORY     - 1968     MONUMENTED       USGS
 MS0740
 MS0740                          STATION DESCRIPTION
 MS0740
 MS0740'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (WAO)
 MS0740'LOCATED ABOUT 25.2 MI. (AIRLINE) NW. OF TREMONTON, UTAH.
 MS0740'7.7 MI. SE. OF SNOWVILLE.
 MS0740'
 MS0740'TO REACH FROM THE GREYHOUND BUS DEPOT (THOMAS CAFE) IN SNOWVILLE
 MS0740'GO SE. ON U.S. HIGHWAY 30S AND INTERSTATE 80N FOR 8.0 MI.
 MS0740'TO FRONTAGE RD. EXIT.  (INTERSTATE 80N PRESENTLY UNDER
 MS0740'CONSTRUCTION IN THIS AREA.  EXIT WILL PROBABLY BE ABOUT 0.2
 MS0740'MI. SE. WHEN CONSTRUCTION COMPLETED).  GO NW. ON FRONTAGE RD.
 MS0740'(ON N. SIDE OF INTERSTATE 80N) FOR 0.7 MI. TO RD. FORK N.
 MS0740'STATION MARK IS 130 FT. W. OF RD. FORK, 4 FT. N. OF
 MS0740'RIGHT-OF-WAY FENCE, AND 6 FT. W. OF A METAL WITNESS POST.
 MS0740'
 MS0740'STATION MARK--A STANDARD USGS TABLET STAMPED WARD 1968 ON
 MS0740'COPPERWELD ROD IN CONCRETE COLLAR.
 MS0740'
 MS0740'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED NO 1
 MS0740'1968 ON COPPERWELD ROD IN CONCRETE COLLAR.
 MS0740'
 MS0740'REFERENCE MARK NO. 2--A STANDARD USGS TABLET STAMPED NO 2
 MS0740'1968 ON COPPERWELD ROD IN CONCRETE COLLAR.
 MS0740'
 MS0740'AZIMUTH MARK CENTERLINE WINDMILL APPROXIMATELY 4 MI. SW. OF
 MS0740'STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0784 ***********************************************************************
 HN0784  DESIGNATION -  WARM=ET U 59
 HN0784  PID         -  HN0784
 HN0784  STATE/COUNTY-  UT/KANE
 HN0784  COUNTRY     -  US
 HN0784  USGS QUAD   -  LONE ROCK (2017)
 HN0784
 HN0784                         *CURRENT SURVEY CONTROL
 HN0784  ______________________________________________________________________
 HN0784* NAD 83(1994) POSITION- 37 06 54.13862(N) 111 30 32.97592(W)   ADJUSTED
 HN0784* NAVD 88 ORTHO HEIGHT -  1676.4   (meters)     5500.    (feet) VERTCON3
 HN0784  ______________________________________________________________________
 HN0784  GEOID HEIGHT    -        -23.192 (meters)                     GEOID18
 HN0784  LAPLACE CORR    -         -6.14  (seconds)                    DEFLEC18
 HN0784  HORZ ORDER      -  SECOND
 HN0784
 HN0784.The horizontal coordinates were established by classical geodetic methods
 HN0784.and adjusted by the National Geodetic Survey in November 1997.
 HN0784
 HN0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0784
 HN0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0784.GEOID18 height accuracy estimate available here.
 HN0784
 HN0784.Click photographs - Photos may exist for this station.
 HN0784
 HN0784.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0784
 HN0784. The following values were computed from the NAD 83(1994) position.
 HN0784
 HN0784;                    North         East     Units Scale Factor Converg.
 HN0784;SPC UT S     - 3,049,762.072   499,185.870   MT  1.00001898   -0 00 20.2
 HN0784;SPC UT S     -10,005,761.06  1,637,745.64   sFT  1.00001898   -0 00 20.2
 HN0784;UTM  12      - 4,107,755.373   454,765.125   MT  0.99962521   -0 18 26.1
 HN0784
 HN0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0784!SPC UT S     -   0.99974063  x   1.00001898  =   0.99975960
 HN0784!UTM  12      -   0.99974063  x   0.99962521  =   0.99936594
 HN0784
 HN0784:                Primary Azimuth Mark                     Grid Az
 HN0784:SPC UT S     -  ET U 9                                   104 26 23.2
 HN0784:UTM  12      -  ET U 9                                   104 44 29.1
 HN0784
 HN0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG5476507755(NAD 83)
 HN0784
 HN0784|---------------------------------------------------------------------|
 HN0784| PID    Reference Object                     Distance      Geod. Az  |
 HN0784|                                                           dddmmss.s |
 HN0784| HN0769 ET U 9                              APPROX. 3.7 KM 1042603.0 |
 HN0784|---------------------------------------------------------------------|
 HN0784
 HN0784                          SUPERSEDED SURVEY CONTROL
 HN0784
 HN0784  NAD 83(1992)-  37 06 54.13756(N)    111 30 32.97624(W) AD(       ) 2
 HN0784  NAD 83(1986)-  37 06 54.13394(N)    111 30 32.97719(W) AD(       ) 2
 HN0784  NAD 27      -  37 06 54.17879(N)    111 30 30.39774(W) AD(       ) 2
 HN0784  NGVD 29 (07/19/86) 1675.5    (m)         5497.     (f) VERT ANG       
 HN0784
 HN0784.Superseded values are not recommended for survey control.
 HN0784
 HN0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0784.See file dsdata.pdf to determine how the superseded data were derived.
 HN0784
 HN0784_MARKER: DD = SURVEY DISK
 HN0784_SETTING: 80 = SET IN A BOULDER
 HN0784_STAMPING: WARM 1953
 HN0784_MARK LOGO: USGS
 HN0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0784+STABILITY: SURFACE MOTION
 HN0784
 HN0784  HISTORY     - Date     Condition        Report By
 HN0784  HISTORY     - 1953     MONUMENTED       USGS
 HN0784  HISTORY     - 1959     GOOD             CGS
 HN0784  HISTORY     - 1963     GOOD             CGS
 HN0784  HISTORY     - 1963     GOOD             USGS
 HN0784
 HN0784                          STATION DESCRIPTION
 HN0784
 HN0784'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0784'LOCATED ABOUT 58.0 MI. E. OF KANAB, 22.0 MI. N. OF MARBLE
 HN0784'CANYON.  ON THE HIGHEST PART OF A HIGH TOP CONNECTED BY A LOW
 HN0784'RIDGE TO A BROAD HIGH FLAT MESA SOMETIMES CALLED FOURMILE
 HN0784'BENCH.  STATION IS BETWEEN LONE ROCK CANYON AND WARM CREEK.
 HN0784'
 HN0784'STATION REACHED BY HELICOPTER.
 HN0784'
 HN0784'STATION MARK--STANDARD TABLET STAMPED WARM 1953 CEMENTED IN
 HN0784'SOLID ROCK.
 HN0784'
 HN0784'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER CEMENTED IN
 HN0784'SOLID ROCK, 27.29 FT. FROM STATION MARK S 82 DEG 56 MIN W.
 HN0784'
 HN0784'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED IN
 HN0784'SOLID ROCK, 17.97 FT. FROM STATION MARK N 80 DEG 05 MIN E.
 HN0784
 HN0784                          STATION RECOVERY (1959)
 HN0784
 HN0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RCH)
 HN0784'STATION FOUND AS DESCRIBED AND ALL MARKS IN GOOD CONDITION.
 HN0784'
 HN0784'SIGNAL--WHITE FLAG OVER RED X-TGTS. ON 2X2 POLE CENTERED OVER
 HN0784'STATION MARK.  (VERTICAL ANGLE SHOT TO A FLASHING LIGHT
 HN0784'CENTERED OVER STATION MARK AND 4.3 FT. ABOVE STATION MARK.)
 HN0784'
 HN0784'SIGNAL DATA--TOP WHITE FLAG-11.1 FT.
 HN0784'
 HN0784'TOP RED X-TGT.-8.0
 HN0784'
 HN0784'BOTTOM RED X-TGT.-5.5
 HN0784
 HN0784                          STATION RECOVERY (1963)
 HN0784
 HN0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0784'THE STATION IS A THIRD ORDER TRIANGULATION STATION AND A
 HN0784'SECOND ORDER TELLUROMETER TRAVERSE STATION OF THE U.S. GEOLOGICAL
 HN0784'SURVEY.  IT WAS LOCATED BY A TELLUROMETER TIE FROM TRIANGULATION
 HN0784'STATION SMOKY BY OUR ORGANIZATION.
 HN0784'
 HN0784'NO ADDITIONAL MARKS WERE SET NOR THE EXISTING REFERENCE POINTS
 HN0784'MEASURED.
 HN0784'
 HN0784'THE STATION IS LOCATED APPROXIMATELY 13 MILES NORTH-NORTHWEST
 HN0784'OF PAGE, ARIZONA, 6 MILES NORTHEAST OF WAHWEAP CREEK AND
 HN0784'1-1/2 MILES WEST OF WARM CREEK.  IT IS SITUATED ON THE EXTREME
 HN0784'SOUTHEAST POINT OF NIPPLE BENCH.
 HN0784'
 HN0784'THE STATION WAS REACHED FROM THE AIRPORT AT PAGE, ARIZONA
 HN0784'BY FLYING NORTH-NORTHWEST ON A TRUE COURSE OF 345 DEGREES
 HN0784'FOR APPROXIMATELY 13 MILES TO A LANDING ABOUT 40 YARDS NORTHEAST
 HN0784'OF THE STATION.
 HN0784'
 HN0784'THE STATION MARK, A U.S. GEOLOGICAL SURVEY DISK STAMPED WARM
 HN0784'ET U 59, IS CEMENTED IN A DRILL HOLE IN A SANDSTONE OUTCROP.
 HN0784'
 HN0784'THE 2 EXISTING REFERENCE POINTS, CONSISTING OF COPPER NAILS
 HN0784'AND WASHERS, ARE SET IN SANDSTONE.  THEY ARE APPROXIMATELY
 HN0784'18 FEET AND 24 FEET EAST-NORTHEAST AND SOUTHWEST OF THE STATION
 HN0784'RESPECTIVELY.
 HN0784'
 HN0784'THERE IS ROCK FOR THE WEIGHTING OF A TRIPOD AND SPACE FOR A
 HN0784'TENT NEAR THE LANDING.
 HN0784
 HN0784                          STATION RECOVERY (1963)
 HN0784
 HN0784'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 HN0784'RECOVERED IN GOOD CONDITION.
 HN0784'
 HN0784'STATION MARK--STANDARD TABLET, STAMPED ---WARM 1953---, CEMENTED IN
 HN0784'SOLID ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0707 ***********************************************************************
 MS0707  DESIGNATION -  WARREN
 MS0707  PID         -  MS0707
 MS0707  STATE/COUNTY-  UT/WEBER
 MS0707  COUNTRY     -  US
 MS0707  USGS QUAD   -  PLAIN CITY SW (2017)
 MS0707
 MS0707                         *CURRENT SURVEY CONTROL
 MS0707  ______________________________________________________________________
 MS0707* NAD 83(1994) POSITION- 41 15 17.21686(N) 112 14 19.29227(W)   ADJUSTED
 MS0707* NAVD 88 ORTHO HEIGHT -  1422.4   (meters)     4667.    (feet) VERTCON3
 MS0707  ______________________________________________________________________
 MS0707  GEOID HEIGHT    -        -16.746 (meters)                     GEOID18
 MS0707  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 MS0707  HORZ ORDER      -  FIRST
 MS0707
 MS0707.The horizontal coordinates were established by classical geodetic methods
 MS0707.and adjusted by the National Geodetic Survey in November 1997.
 MS0707
 MS0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0707
 MS0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0707.GEOID18 height accuracy estimate available here.
 MS0707
 MS0707.Click photographs - Photos may exist for this station.
 MS0707
 MS0707.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0707
 MS0707. The following values were computed from the NAD 83(1994) position.
 MS0707
 MS0707;                    North         East     Units Scale Factor Converg.
 MS0707;SPC UT N     - 1,102,589.899   438,093.345   MT  0.99995684   -0 29 13.4
 MS0707;SPC UT N     - 3,617,413.69  1,437,311.25   sFT  0.99995684   -0 29 13.4
 MS0707;UTM  12      - 4,567,780.724   396,225.200   MT  0.99973254   -0 49 00.8
 MS0707
 MS0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0707!SPC UT N     -   0.99977956  x   0.99995684  =   0.99973641
 MS0707!UTM  12      -   0.99977956  x   0.99973254  =   0.99951216
 MS0707
 MS0707:                Primary Azimuth Mark                     Grid Az
 MS0707:SPC UT N     -  WARREN AZ MK                             354 01 05.6
 MS0707:UTM  12      -  WARREN AZ MK                             354 20 53.0
 MS0707
 MS0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL9622567780(NAD 83)
 MS0707
 MS0707|---------------------------------------------------------------------|
 MS0707| PID    Reference Object                     Distance      Geod. Az  |
 MS0707|                                                           dddmmss.s |
 MS0707| MS0691 BRIGHAM CITY BOX TABERNA SPIRE      APPROX.33.5 KM 0334952.4 |
 MS0707| AE9175 WARREN RM 1                          33.360 METERS 07411     |
 MS0707| MR0716 NORTH OGDEN ARMY DEPOT TANK         APPROX.20.6 KM 0883414.8 |
 MS0707| MS0710 OGDEN DEL MONTE FOOD PROD TANK      APPROX.20.1 KM 1002151.8 |
 MS0707| MS0706 LITTLE MTN TV STA KVOG MAST         114.241 METERS 11647     |
 MS0707| AE3027 LITTLE                                7.531 METERS 22422     |
 MS0707| MS0721 PROMONTORY PT AIRPORT BEACON        APPROX.16.7 KM 2533837.7 |
 MS0707| CM6730 WARREN AZ MK                                       3533152.2 |
 MS0707|---------------------------------------------------------------------|
 MS0707
 MS0707                          SUPERSEDED SURVEY CONTROL
 MS0707
 MS0707  NAD 83(1993)-  41 15 17.21610(N)    112 14 19.29239(W) AD(       ) 1
 MS0707  NAD 83(1986)-  41 15 17.20581(N)    112 14 19.28257(W) AD(       ) 1
 MS0707  NAD 27      -  41 15 17.40800(N)    112 14 16.49830(W) AD(       ) 1
 MS0707  NGVD 29 (07/19/86) 1421.5    (m)         4664.     (f) VERT ANG       
 MS0707
 MS0707.Superseded values are not recommended for survey control.
 MS0707
 MS0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0707.See file dsdata.pdf to determine how the superseded data were derived.
 MS0707
 MS0707_MARKER: DS = TRIANGULATION STATION DISK
 MS0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0707_STAMPING: WARREN 1963
 MS0707_MARK LOGO: CGS
 MS0707_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MS0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0707+STABILITY: SURFACE MOTION
 MS0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MS0707+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 MS0707
 MS0707  HISTORY     - Date     Condition        Report By
 MS0707  HISTORY     - 1963     MONUMENTED       CGS
 MS0707  HISTORY     - 1963     GOOD             CGS
 MS0707  HISTORY     - 19830615 GOOD             NGS
 MS0707  HISTORY     - 19920715 GOOD             NOS
 MS0707  HISTORY     - 20100928 GOOD             DOD
 MS0707
 MS0707                          STATION DESCRIPTION
 MS0707
 MS0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MS0707'THE STATION IS LOCATED ABOUT 14-1/2 MILES WEST NORTHWEST OF
 MS0707'OGDEN, 6-1/2 MILES WEST SOUTHWEST OF WARREN, 3/4 MILES NORTHEAST
 MS0707'OF THE UNITED STATES AIR FORCE MARQUARDT JET LABORATORY ON THE
 MS0707'HIGHEST POINT OF LITTLE MOUNTAIN.
 MS0707'
 MS0707'TO REACH THE STATION FROM THE POST OFFICE IN WILLARD GO SOUTH
 MS0707'ON U.S. HIGHWAYS 30S-89-91 FOR 4.4 MILES TO THE JUNCTION OF UTAH
 MS0707'STATE HIGHWAY 84.  GO SOUTH ON UTAH STATE HIGHWAY 84 FOR 4.1
 MS0707'MILES TO 1800 NORTH STREET.  TURN RIGHT ON 1800 NORTH STREET
 MS0707'AND TAKE THE RIGHT FORK AND GO WESTERLY FOR 3.5 MILES TO A T
 MS0707'JUNCTION WITH UTAH STATE HIGHWAY 40.  TURN LEFT ON UTAH STATE
 MS0707'HIGHWAY 40 AND GO SOUTHERLY FOR 3.4 MILES TO 1150 SOUTH STREET.
 MS0707'TURN RIGHT ON 1150 SOUTH STREET AND GO WESTERLY FOR 7.8 MILES
 MS0707'TO A METAL CATTLE GUARD AND SIGN UNITED STATES AIR FORCE
 MS0707'MARQUARDT JET LABORATORY.  CONTINUE AHEAD FOR 0.4 MILE TO A
 MS0707'GRAVELED ROAD RIGHT.  TURN RIGHT AND GO 1.0 MILE TO A DIM
 MS0707'TRACK ROAD ON THE LEFT.  AZIMUTH MARK IS 0.15 MILE
 MS0707'NORTHWEST DOWN THIS ROAD.  CONTINUE AHEAD FOR 0.1 MILE TO A
 MS0707'TRACK ROAD JUST BEFORE REACHING A GATE.  TURN RIGHT AND GO
 MS0707'SOUTH, UP HILL, FOR 0.05 MILE TO THE END OF THE ROAD AND THE
 MS0707'STATION.
 MS0707'
 MS0707'THE STATION MARK IS A STANDARD DISK, STAMPED WARREN 1963,
 MS0707'CEMENTED IN THE TOP OF A 16 INCH SQUARE CONCRETE MONUMENT THAT
 MS0707'IS FLUSH WITH THE GROUND.  IT IS 36.0 FEET NORTHWEST OF THE END
 MS0707'OF THE TRACK ROAD AND 3.8 FEET EAST OF A WITNESS POST.
 MS0707'
 MS0707'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WARREN NO 1 1963,
 MS0707'CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK 2 BY 4 FEET
 MS0707'IN CROSS SECTION AND PROJECTING 2 FEET ABOVE THE GROUND.  IT IS
 MS0707'36 FEET WEST OF A FENCE, 32 FEET EAST OF A TRACK ROAD AND ABOUT
 MS0707'5-1/2 FEET LOWER THAN THE STATION.
 MS0707'
 MS0707'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 MS0707'LITTLE 1954, CEMENTED IN THE TOP OF UTAH PIONEER ASSOCIATION LAND
 MS0707'MARKER NO. 33.  THE MARKER IS 4 FEET SQUARE AT THE BASE AND 8 FEET
 MS0707'HIGH.  THE DISK IS ABOUT 8 FEET HIGHER THAN THE STATION.
 MS0707'
 MS0707'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WARREN 1963,
 MS0707'CEMENTED IN A DRILL HOLE IN A BOULDER 18 BY 18 INCHES IN CROSS
 MS0707'SECTION AND PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS ABOUT
 MS0707'MIDWAY ALONG A NORTH-SOUTH RIDGE OF THE MOUNTAIN, 72.5 FEET
 MS0707'EAST OF A TRACK ROAD AND 2.5 FEET SOUTHWEST OF A WITNESS POST.
 MS0707
 MS0707                          STATION RECOVERY (1963)
 MS0707
 MS0707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MS0707'RECOVERED IN GOOD CONDITION.
 MS0707
 MS0707                          STATION RECOVERY (1983)
 MS0707
 MS0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 MS0707'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 16 INCHES
 MS0707'(38 CM) ON SIDE, FLUSH WITH THE GROUND.
 MS0707'THE STATION MARK, REFERENCE MARK 1, LITTLE
 MS0707'1954 USGS USED AS A REFERENCE MARK 2, AND THE AZIMUTH MARK WERE
 MS0707'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS BLOCKED BY A
 MS0707'BUILDING AND LITTLE 1954 USGS WAS A POOR REFERENCE MARK SO A NEW
 MS0707'AZIMUTH MARK AND REFERENCE MARK NO 3 WAS SET AT THIS TIME.  A NEW
 MS0707'DESCRIPTION IS ALSO GIVEN ALL ANGLES AND DISTANCES CHECKED WITHIN
 MS0707'LIMIT USING THE 1963 DATA AND THE AZIMUTH MARK NO 2 WAS POSITIONED AT
 MS0707'THIS TIME.  THE STATION IS LOCATED ABOUT 14.5 MILES (23.3 KM) WEST OF
 MS0707'OGDEN, 8.2 MILES (13.2 KM) NORTHWEST OF KANESVILLE, 6.5 MILES (10.5
 MS0707'KM) WEST-SOUTHWEST OF WARREN, AND 0.75 MILES (1.21 KM) NORTHEAST OF
 MS0707'THE U.S.  AIR FORCE LABORATORIES.  OWNERSHIP THE LAND IS LEASED BY
 MS0707'HILL AIR FORCE BASE, CONTACT THE BASE COMMANDER AND ASK FOR PERMISSION
 MS0707'BY CONTACTING BASE SECURITY TO ENTER THE LITTLE MOUNTAIN TEST SITE.
 MS0707'TELEPHONE 801-777-3056 OR 7.  TO REACH THE STATION FROM THE JUNCTION
 MS0707'OF UTAH STATE HIGHWAYS 39 AND 126 WEST OF OGDEN, UTAH, GO WEST ON
 MS0707'STATE HIGHWAY 39 FOR 19.2 KM (11.95 MI) TO A SIDE ROAD RIGHT AT THE
 MS0707'RISE ON LITTLE MOUNTAIN.  (CONTINUE ON THE USAF LITTLE MOUNTAIN TEST
 MS0707'SITE TO SIGN IN AT THE GUARD HOUSE WHICH IS 0.6 KM (0.35 MI) TO THE
 MS0707'END OF THE ROAD.) TURN LEFT, NORTH, AND FOLLOW THE DIRT ROAD FOR 1.8
 MS0707'KM (1.10 MI) NORTHERLY UP THE WESTSIDE OF THE HILL AND A CROSSROAD.
 MS0707'TURN RIGHT, SOUTH, ON THE WESTERNMOST ROAD FOR 0.3 KM (0.20 MI) TO THE
 MS0707'HIGHEST PART OF THE HILL, A ROCK MONUMENT, AND THE STATION ON THE
 MS0707'LEFT.  THE STATION IS A STANDARD CGS DISK, STAMPED WARREN 1963.  THE
 MS0707'STATION IS LOCATED 124 FT (37.8 M) WEST FROM A NORTH-SOUTH FENCE.  25
 MS0707'FT (7.6 M) SOUTHWEST FROM AN 2.4 M (7.9 FT) TALL ROCK MONUMENT.  14 FT
 MS0707'(4.3 M) EAST NORTHEAST FROM THE CENTER OF THE ROAD.
 MS0707'
 MS0707'REFERENCE MARK NO 3
 MS0707'THE STATION IS A REFERENCE MARK DISK.  SET IN A ROCK OUTCROP 6 FT (1.8
 MS0707'M) 1.8 METERS (5.9 FT) LARGEST DIMENSION.  REFERENCE MARK NO 3 IS A
 MS0707'STANDARD NGS DISK, STAMPED WARREN 1963 NO 3 1983.  THE DISK IS 3 CM
 MS0707'(1.5 IN) ABOVE THE GROUND SET IN THE NORTH END OF THE ROCK OUTCROP.
 MS0707'THE STATION IS LOCATED 73 FT (22.3 M) SOUTHEAST FROM A ROCK MONUMENT.
 MS0707'30 FT (9.1 M) SOUTH FROM A LOOP TRACK ROAD.  91 FT (27.7 M) WEST FROM
 MS0707'A NORTH-SOUTH BARBED WIRE FENCE.  AND 2 FT (0.6 M) 0.6 METERS (2.0 FT)
 MS0707'LOWER THAN THE STATION.
 MS0707'
 MS0707'REFERENCE MARK NO 1
 MS0707'THE STATION IS A REFERENCE MARK DISK.  SET IN A ROCK OUTCROP 4 FT (1.2
 MS0707'M) 1.2 METERS (3.9 FT) LARGEST DIMENSION.  REFERENCE MARK NO 1 IS A
 MS0707'STANDARD CGS DISK, STAMPED WARREN NO 1 1963.  PROJECTING 24 INCHES 6
 MS0707'ABOVE THE GROUND.  A THE STATION IS LOCATED 36 FT (11.0 M) WEST FROM A
 MS0707'NORTH-SOUTH BARBED WIRE FENCE.  32 FT (9.8 M) EAST FROM A TRACK ROAD.
 MS0707'AND 5 FT (1.5 M) 1.5 METERS (4.9 FT) LOWER THAN THE STATION.
 MS0707'
 MS0707'REFERENCE MARK NO 2
 MS0707'SET IN A CONCRETE MONUMENT.  REFERENCE MARK NO 2 IS A STANDARD USGS
 MS0707'DISK, STAMPED LITTLE 1954.  THE DISK IS SET IN THE TOP MOST ROCK OF A
 MS0707'ROCK AND CEMENT MONUMENT.  IT IS 1.2 M (3.9 FT) SQUARE AT THE BASE AND
 MS0707'2.4 M (7.9 FT) HIGH.  IT IS ON THE HIGHEST PART OF THE HILL. AND, 8 FT
 MS0707'(2.4 M) 2.4 METERS (7.9 FT) HIGHER THAN THE STATION.
 MS0707'
 MS0707'AZIMUTH MARK NO 2
 MS0707'THE STATION IS AN AZIMUTH MARK DISK.  SET IN A ROCK OUTCROP 1.5 M (4.9
 MS0707'FT) IN THE LARGEST DIMENSION, 0.5 M (1.6 FT) ABOVE GROUND.  THE
 MS0707'AZIMUTH MARK WAS SET AS THE OLD AZIMUTH IS NOW BLOCKED.  TO REACH THE
 MS0707'AZIMUTH MARK NO 2 FROM THE USAF LITTLE MOUNTAIN TEST SITE 23.3 KM
 MS0707'(14.45 MI) WEST OF OGDEN, GO SOUTHEAST FOR 0.6 KM (0.35 MI) TO A DIRT
 MS0707'SIDEROAD LEFT.  TURN LEFT, NORTH, UPHILL FOR 1.8 KM (1.10 MI) ALONG
 MS0707'THE WESTERN SIDE OF THE HILL TO A CROSSROAD.  TURN LEFT, NORTH, FOR
 MS0707'0.3 KM (0.20 MI) PAST A MICROWAVE TOWER AND THE OLD AZIMUTH MARK ON
 MS0707'THE RIGHT NORTH OF THE BUILDING.  CONTINUE ON A TRACK ROAD TO THE NEW
 MS0707'AZIMUTH MARK ON THE RIGHT ON THE EASTERN SIDE OF THE HILL NEAR A
 MS0707'PROMINENT ROCK OUTCROP.  AZIMUTH MARK NO 2 IS A STANDARD NGS DISK
 MS0707'STAMPED WARREN 1963 NO 2 1983.  IT IS 93.3 M (306.1 FT) NORTHEAST FROM
 MS0707'THE NORTHEAST CORNER OF A CONCRETE MICROWAVE BUILDING.  46.9 M (153.9
 MS0707'FT) WEST FROM A NORTH-SOUTH BARBED-WIRE FENCE, AND 20.7 M (67.9 FT)
 MS0707'SOUTHWEST FROM THE HIGHEST POINT OF THE LARGEST ROCK OUTCROP.
 MS0707
 MS0707                          STATION RECOVERY (1992)
 MS0707
 MS0707'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 MS0707'STATION IS NOT SUITABLE FOR GPS DUE TO MICROWAVE TRANSMITTERS IN
 MS0707'VICINITY OF MARK.  ALSO A LARGE METAL STAND HAS BEEN ERECTED OVER THE
 MS0707'MONUMENT.
 MS0707
 MS0707                          STATION RECOVERY (2010)
 MS0707
 MS0707'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 2010 (FD)
 MS0707'WARNING - THIS SURVEY MARKER IS LOCATED ON A MILITARY INSTALLATION.
 MS0707'PLEASE CONTACT THE HILL AIR FORCE BASE 75TH CIVIL ENGINEERING GROUP
 MS0707'FOR ACCESS. ESCORTED ENTRY IS REQUIRED. POC - FORREST DECKER, PLS HILL
 MS0707'AFB, UTAH
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0393 ***********************************************************************
 KN0393  DESIGNATION -  WASATCH
 KN0393  PID         -  KN0393
 KN0393  STATE/COUNTY-  UT/SANPETE
 KN0393  COUNTRY     -  US
 KN0393  USGS QUAD   -  HELIOTROPE MOUNTAIN (2017)
 KN0393
 KN0393                         *CURRENT SURVEY CONTROL
 KN0393  ______________________________________________________________________
 KN0393* NAD 83(1994) POSITION- 39 06 53.50848(N) 111 27 13.89426(W)   ADJUSTED
 KN0393* NAVD 88 ORTHO HEIGHT -  3394.8   (meters)    11138.    (feet) VERTCON3
 KN0393  ______________________________________________________________________
 KN0393  GEOID HEIGHT    -        -16.271 (meters)                     GEOID18
 KN0393  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 KN0393  HORZ ORDER      -  FIRST
 KN0393
 KN0393.The horizontal coordinates were established by classical geodetic methods
 KN0393.and adjusted by the National Geodetic Survey in June 1998.
 KN0393
 KN0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0393
 KN0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0393.GEOID18 height accuracy estimate available here.
 KN0393
 KN0393.Click photographs - Photos may exist for this station.
 KN0393
 KN0393.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0393
 KN0393. The following values were computed from the NAD 83(1994) position.
 KN0393
 KN0393;                    North         East     Units Scale Factor Converg.
 KN0393;SPC UT C     - 2,086,766.903   503,990.423   MT  0.99997721   +0 01 46.4
 KN0393;SPC UT C     - 6,846,334.41  1,653,508.58   sFT  0.99997721   +0 01 46.4
 KN0393;UTM  12      - 4,329,621.274   460,763.045   MT  0.99961896   -0 17 10.8
 KN0393
 KN0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0393!SPC UT C     -   0.99947020  x   0.99997721  =   0.99944743
 KN0393!UTM  12      -   0.99947020  x   0.99961896  =   0.99908937
 KN0393
 KN0393:                Primary Azimuth Mark                     Grid Az
 KN0393:SPC UT C     -  WASATCH AZ MK                            284 36 57.0
 KN0393:UTM  12      -  WASATCH AZ MK                            284 55 54.2
 KN0393
 KN0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ6076329621(NAD 83)
 KN0393
 KN0393|---------------------------------------------------------------------|
 KN0393| PID    Reference Object                     Distance      Geod. Az  |
 KN0393|                                                           dddmmss.s |
 KN0393| JM0477 LA SALLE NORTH PEAK CAIRN                          1071559.9 |
 KN0393| JM0497 LA SALLE MIDDLE PEAK                               1095137.7 |
 KN0393| JN0493 SAN RAFAEL KNOB                     APPROX.61.8 KM 1223750.8 |
 KN0393| JN0379 MOUNT ALICE CAIRN                   APPROX.52.2 KM 1981148.8 |
 KN0393| KP0313 MOUNT MORIAH CAIRN                                 2750619.2 |
 KN0393| CM6731 WASATCH AZ MK                                      2843843.4 |
 KN0393| KO0408 SOUTH SCIPIO CAIRN                  APPROX.67.3 KM 2873051.1 |
 KN0393| KO0485 IBEPAH AZ MK                                       2920130.8 |
 KN0393| CM5653 MOUNT NEBO AZ MK                                   3425500.7 |
 KN0393| LO0772 SPRINGVILLE PEAK MONUMENT                          3555956.9 |
 KN0393|---------------------------------------------------------------------|
 KN0393
 KN0393                          SUPERSEDED SURVEY CONTROL
 KN0393
 KN0393  NAD 83(1986)-  39 06 53.49858(N)    111 27 13.89213(W) AD(       ) 1
 KN0393  NAD 27      -  39 06 53.61700(N)    111 27 11.20900(W) AD(       ) 1
 KN0393  USCA        -  39 06 48.24800(N)    111 27 17.08800(W) AD(       ) 3
 KN0393  USSD        -  39 06 54.36500(N)    111 27 11.91600(W) AD(       ) 3
 KN0393  NGVD 29 (07/19/86) 3393.3    (m)        11133.     (f) VERT ANG       
 KN0393
 KN0393.Superseded values are not recommended for survey control.
 KN0393
 KN0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0393.See file dsdata.pdf to determine how the superseded data were derived.
 KN0393
 KN0393_MARKER: B = BOLT
 KN0393_SETTING: 66 = SET IN ROCK OUTCROP
 KN0393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0393+STABILITY: POSITION/ELEVATION WELL
 KN0393
 KN0393  HISTORY     - Date     Condition        Report By
 KN0393  HISTORY     - 1890     MONUMENTED       CGS
 KN0393  HISTORY     - 20210625 SEE DESCRIPTION  INDIV
 KN0393
 KN0393                          STATION DESCRIPTION
 KN0393
 KN0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1890 (WE)
 KN0393'ON A SMALL PEAK OR TABLE NEAR THE SOUTHERN END OF THE WASATCH
 KN0393'MOUNTAIN RANGE, THE HIGHEST POINT OF THIS PART OF THE RANGE,
 KN0393'AND BETWEEN THE SOUTH FORK OF FERRON CREEK TO THE NORTH AND
 KN0393'THE NORTH FORK OF MUDDY CREEK TO THE SOUTH, THE SOURCES OF BOTH
 KN0393'CREEKS BEING WITHIN SHORT DISTANCES OF THE STATION.  THE
 KN0393'STATION IS MARKED BY TWO COPPER BOLTS IN A DRILL HOLE IN A
 KN0393'LIMESTONE ROCK, THE LOWER BOLT BEING LEADED AND THE UPPER ONE
 KN0393'CEMENTED IN THE HOLE.  ABOUT THE STATION ARE THREE SMALL BRICK
 KN0393'PIERS USED IN MOUNTING THE INSTRUMENT, AND THE WHOLE IS
 KN0393'SURROUNDED BY A RING WALL OF ROCKS 4 FEET HIGH WITH AN INNER
 KN0393'DIAMETER OF 11-1/2 FEET.  FOUR REFERENCE MARKS, EACH
 KN0393'CONSISTING OF A BRICK SET ON END AND MARKED WITH A DRILL HOLE
 KN0393'FILLED WITH PLASTER OF PARIS, ARE JUST OUTSIDE THE WALL AT
 KN0393'THE FOLLOWING DISTANCES AND AZIMUTHS FROM THE STATION--2.40
 KN0393'METERS (7.9 FEET), S 32 DEG 12 MIN W.  2.33 METERS (7.6), N 88 DEG
 KN0393'21 MIN W.  2.51 METERS (8.2 FEET), N 15 DEG 34 MIN W.  AND
 KN0393'2.33 METERS (7.6 FEET), N 54 DEG 21 MIN E.  WASATCH ASTRONOMIC
 KN0393'STATION, MARKED BY A BRICK PIER, IS 121.0 METERS (397 FEET)
 KN0393'FROM THE STATION N 38 DEG 41 MIN E.
 KN0393
 KN0393                          STATION RECOVERY (2021)
 KN0393
 KN0393'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 KN0393'TO REACH FROM MAYFIELD UTAH, TAKE THE TWELVEMILE CANYON ROAD, FOREST
 KN0393'SERVICE ROAD 0022, EAST, UP THE CANYON FOR 19 MI (30.6 KM) TO THE
 KN0393'TWELVEMILE FLAT CG AND INTERSECTION. TURN LEFT AND CONTINUE UP HILL
 KN0393'FOR 0.75 MI (1.21 KM) THEN TURN RIGHT ONTO A 4WD TRAIL AND GO 0.75 TO
 KN0393'THE END OF VEHICLE TRAVEL. HIKE UP THE STEEP SLOPE AND THEN FOLLOW
 KN0393'DIRECTIONS AS DESCRIBED IN WASATCH 2 STATION KN0394 TEXT.
 KN0393'
 KN0393'THE ENTIRE RING WALL HAS BEEN DESTROYED AND THE BRICKS USED HAVE BEEN
 KN0393'STREWN ABOUT THE AREA. THE WASATCH ASTRONOMIC STATION WAS LOCATED AS
 KN0393'DESCRIBED, BUT THE BRICKS USED HAVE BEEN TORN DOWN AND STREWN ABOUT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1108 ***********************************************************************
 LO1108  DESIGNATION -  WASATCH
 LO1108  PID         -  LO1108
 LO1108  STATE/COUNTY-  UT/SUMMIT
 LO1108  COUNTRY     -  US
 LO1108  USGS QUAD   -  MOUNT LOVENIA (2017)
 LO1108
 LO1108                         *CURRENT SURVEY CONTROL
 LO1108  ______________________________________________________________________
 LO1108* NAD 83(1994) POSITION- 40 46 59.73221(N) 110 37 25.28294(W)   ADJUSTED
 LO1108* NAVD 88 ORTHO HEIGHT -  4012.4   (meters)    13164.    (feet) VERTCON3
 LO1108  ______________________________________________________________________
 LO1108  GEOID HEIGHT    -        -11.815 (meters)                     GEOID18
 LO1108  LAPLACE CORR    -          2.28  (seconds)                    DEFLEC18
 LO1108  HORZ ORDER      -  FIRST
 LO1108
 LO1108.The horizontal coordinates were established by classical geodetic methods
 LO1108.and adjusted by the National Geodetic Survey in November 1997.
 LO1108
 LO1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1108
 LO1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1108.GEOID18 height accuracy estimate available here.
 LO1108
 LO1108.Click photographs - Photos may exist for this station.
 LO1108
 LO1108.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1108
 LO1108. The following values were computed from the NAD 83(1994) position.
 LO1108
 LO1108;                    North         East     Units Scale Factor Converg.
 LO1108;SPC UT N     - 1,050,336.720   573,967.519   MT  0.99998992   +0 34 40.1
 LO1108;SPC UT N     - 3,445,979.72  1,883,091.77   sFT  0.99998992   +0 34 40.1
 LO1108;SPC UT C     - 2,272,364.458   573,970.989   MT  1.00003589   +0 33 40.8
 LO1108;SPC UT C     - 7,455,249.06  1,883,103.15   sFT  1.00003589   +0 33 40.8
 LO1108;UTM  12      - 4,514,765.312   531,751.752   MT  0.99961241   +0 14 44.9
 LO1108
 LO1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1108!SPC UT N     -   0.99937285  x   0.99998992  =   0.99936278
 LO1108!SPC UT C     -   0.99937285  x   1.00003589  =   0.99940872
 LO1108!UTM  12      -   0.99937285  x   0.99961241  =   0.99898551
 LO1108
 LO1108:                Primary Azimuth Mark                     Grid Az
 LO1108:SPC UT N     -  LA MOTTE PEAK TARGET                     263 53 26.4
 LO1108:SPC UT C     -  LA MOTTE PEAK TARGET                     263 54 25.7
 LO1108:UTM  12      -  LA MOTTE PEAK TARGET                     264 13 21.6
 LO1108
 LO1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL3175114765(NAD 83)
 LO1108
 LO1108|---------------------------------------------------------------------|
 LO1108| PID    Reference Object                     Distance      Geod. Az  |
 LO1108|                                                           dddmmss.s |
 LO1108| CP6008 WASATCH RM 1                          3.921 METERS 07752     |
 LO1108| CP6009 WASATCH RM 2                          6.482 METERS 18552     |
 LO1108| LO1127 HAYDEN PEAK TARGET                  APPROX.19.4 KM 2541253.2 |
 LO1108| LO1137 LA MOTTE PEAK TARGET                APPROX.10.9 KM 2642806.5 |
 LO1108|---------------------------------------------------------------------|
 LO1108
 LO1108                          SUPERSEDED SURVEY CONTROL
 LO1108
 LO1108  NAD 83(1993)-  40 46 59.73203(N)    110 37 25.28261(W) AD(       ) 1
 LO1108  NAD 83(1986)-  40 46 59.71653(N)    110 37 25.27122(W) AD(       ) 1
 LO1108  NAD 27      -  40 46 59.91920(N)    110 37 22.67130(W) AD(       ) 1
 LO1108  NGVD 29 (07/19/86) 4010.6    (m)        13158.     (f) VERT ANG       
 LO1108
 LO1108.Superseded values are not recommended for survey control.
 LO1108
 LO1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1108.See file dsdata.pdf to determine how the superseded data were derived.
 LO1108
 LO1108_MARKER: DS = TRIANGULATION STATION DISK
 LO1108_SETTING: 80 = SET IN A BOULDER
 LO1108_STAMPING: WASATCH 1962
 LO1108_MARK LOGO: CGS
 LO1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1108+STABILITY: SURFACE MOTION
 LO1108
 LO1108  HISTORY     - Date     Condition        Report By
 LO1108  HISTORY     - 1962     MONUMENTED       CGS
 LO1108  HISTORY     - 1966     GOOD             USGS
 LO1108
 LO1108                          STATION DESCRIPTION
 LO1108
 LO1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO1108'THE STATION IS ABOUT 16 MILES NORTH-NORTHWEST OF MOON LAKE,
 LO1108'15 MILES EAST-NORTHEAST OF MIRROR LAKE, 15 MILES SOUTH OF
 LO1108'THE UTAH-WYOMING STATE LINE, 2 MILES NORTHWEST OF MOUNT
 LO1108'LOVENIA, 2 MILES SOUTH OF TOKEWANNA PEAK, ON THE SUMMIT OF
 LO1108'A BARE, BOULDER COVERED PEAK.
 LO1108'
 LO1108'TO REACH THE STATION BY HELICOPTER FROM MOON LAKE, GO
 LO1108'NORTH-NORTHWEST ON A TRUE COURSE OF 339 DEGREES FOR ABOUT 16
 LO1108'MILES TO THE STATION.  WINDS ARE VARIABLE AND GUSTY MAKING
 LO1108'A LANDING DIFFICULT ON THIS POINT.
 LO1108'
 LO1108'THE STATION MARK IS A STANDARD DISK, STAMPED WASATCH 1962,
 LO1108'CEMENTED IN A DRILL HOLE IN A 4 BY 4 FOOT BOULDER PROJECTING
 LO1108'1-1/2 FEET.  IT IS 30 FEET SOUTHEAST AND ABOUT 4 FEET LOWER
 LO1108'THAN THE HIGHEST POINT OF THE PEAK.
 LO1108'
 LO1108'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WASATCH NO 1
 LO1108'1962, CEMENTED IN A DRILL HOLE IN A 5 BY 6 FOOT BOULDER
 LO1108'PROJECTING 1 FOOT.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 LO1108'
 LO1108'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WASATCH NO 2
 LO1108'1962, CEMENTED IN A DRILL HOLE IN A 2 BY 4 FOOT BOULDER
 LO1108'PROJECTING 2 FEET.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 LO1108'
 LO1108'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LO1108
 LO1108                          STATION RECOVERY (1966)
 LO1108
 LO1108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LO1108'RECOVERED.
 LO1108'
 LO1108'STATION MARK--STANDARD DISK, STAMPED ---WASATCH 1962---, CEMENTED
 LO1108'IN A DRILL HOLE IN A 4 X 4 FT. BOULDER PROJECTING 1-1/2 FT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0394 ***********************************************************************
 KN0394  DESIGNATION -  WASATCH 2
 KN0394  PID         -  KN0394
 KN0394  STATE/COUNTY-  UT/SANPETE
 KN0394  COUNTRY     -  US
 KN0394  USGS QUAD   -  HELIOTROPE MOUNTAIN (2017)
 KN0394
 KN0394                         *CURRENT SURVEY CONTROL
 KN0394  ______________________________________________________________________
 KN0394* NAD 83(1994) POSITION- 39 06 53.50706(N) 111 27 13.89525(W)   ADJUSTED
 KN0394* NAVD 88 ORTHO HEIGHT -  3394.5   (meters)    11137.    (feet) VERTCON3
 KN0394  ______________________________________________________________________
 KN0394  GEOID HEIGHT    -        -16.271 (meters)                     GEOID18
 KN0394  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 KN0394  HORZ ORDER      -  FIRST
 KN0394
 KN0394.The horizontal coordinates were established by classical geodetic methods
 KN0394.and adjusted by the National Geodetic Survey in November 1997.
 KN0394
 KN0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0394
 KN0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0394.GEOID18 height accuracy estimate available here.
 KN0394
 KN0394.Click photographs - Photos may exist for this station.
 KN0394
 KN0394.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0394
 KN0394. The following values were computed from the NAD 83(1994) position.
 KN0394
 KN0394;                    North         East     Units Scale Factor Converg.
 KN0394;SPC UT C     - 2,086,766.859   503,990.399   MT  0.99997721   +0 01 46.4
 KN0394;SPC UT C     - 6,846,334.27  1,653,508.50   sFT  0.99997721   +0 01 46.4
 KN0394;UTM  12      - 4,329,621.230   460,763.021   MT  0.99961896   -0 17 10.8
 KN0394
 KN0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0394!SPC UT C     -   0.99947025  x   0.99997721  =   0.99944747
 KN0394!UTM  12      -   0.99947025  x   0.99961896  =   0.99908941
 KN0394
 KN0394:                Primary Azimuth Mark                     Grid Az
 KN0394:SPC UT C     -  WASATCH 2 AZ MK                          212 16 54.9
 KN0394:UTM  12      -  WASATCH 2 AZ MK                          212 35 52.1
 KN0394
 KN0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ6076329621(NAD 83)
 KN0394
 KN0394|---------------------------------------------------------------------|
 KN0394| PID    Reference Object                     Distance      Geod. Az  |
 KN0394|                                                           dddmmss.s |
 KN0394| KN0401 C H 2 HORSESHOE                     APPROX.28.9 KM 0050605.3 |
 KN0394| CM6736 WASATCH 2 RM 3                       19.046 METERS 01618     |
 KN0394| KN0391 FLAGSTAFF                           APPROX.13.2 KM 1115522.3 |
 KN0394| CM6734 WASATCH 2 RM 2                       12.870 METERS 17500     |
 KN0394| CM6732 WASATCH 2 AZ MK                                    2121841.3 |
 KN0394| CM6735 WASATCH 2 RM 2 RESET                 81.153 METERS 22745     |
 KN0394| JO0466 RED PYRAMID=BEEHIVE                 APPROX.57.6 KM 2500052.8 |
 KN0394| CM6733 WASATCH 2 RM 1                       11.628 METERS 25240     |
 KN0394| KN0399 C H 1                               APPROX.19.8 KM 3512401.8 |
 KN0394|---------------------------------------------------------------------|
 KN0394
 KN0394                          SUPERSEDED SURVEY CONTROL
 KN0394
 KN0394  NAD 83(1986)-  39 06 53.49809(N)    111 27 13.88939(W) AD(       ) 1
 KN0394  NAD 27      -  39 06 53.65100(N)    111 27 11.20700(W) AD(       ) 1
 KN0394  USSD        -  39 06 54.38100(N)    111 27 11.86700(W) AD(       ) 3
 KN0394  NGVD 29 (07/19/86) 3393.0    (m)        11132.     (f) VERT ANG       
 KN0394
 KN0394.Superseded values are not recommended for survey control.
 KN0394
 KN0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0394.See file dsdata.pdf to determine how the superseded data were derived.
 KN0394
 KN0394_MARKER: DS = TRIANGULATION STATION DISK
 KN0394_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 KN0394_STAMPING: WASATCH 2 1919
 KN0394_MARK LOGO: CGS
 KN0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0394+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2021
 KN0394
 KN0394  HISTORY     - Date     Condition        Report By
 KN0394  HISTORY     - 1919     MONUMENTED       CGS
 KN0394  HISTORY     - 1934     GOOD             CGS
 KN0394  HISTORY     - 1937     GOOD             CGS
 KN0394  HISTORY     - 1938     GOOD             CGS
 KN0394  HISTORY     - 20210625 GOOD             INDIV
 KN0394
 KN0394                          STATION DESCRIPTION
 KN0394
 KN0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0394'ABOUT 12 MILES E OF MAYFIELD, 3 MILES E OF MOUNT BALDY RANGER
 KN0394'STATION, ON RIDGE KNOWN AS HELIOTROPE MOUNTAIN (TOP IS COVERED
 KN0394'WITH SMALL WHITE ROCK), AND INSIDE OF AND NEAR CENTER OF OLD
 KN0394'RING WALL OF ROCK WHICH SURROUNDED ORIGINAL STATION WASATCH.
 KN0394'TO REACH FROM MAYFIELD, FOLLOW ROAD UP TWELVE MILE CREEK
 KN0394'CANYON 15.3 MILES TO MOUNT BALDY RANGER STATION, CONTINUE 2
 KN0394'MILES ON MAIN ROAD TO HIGHEST POINT AND WHERE LOG FENCE CROSSES
 KN0394'ROAD (END OF TRUCK TRAVEL), PROCEED EAST ON FOOT ALONG FENCE
 KN0394'LINE TO TOP OF RIDGE, AND THEN GO EAST 1-1/2 MILES ACROSS
 KN0394'OPEN MEADOW TO WHITE RIDGE AND ONTO TRAIL LEADING TO STATION
 KN0394'SITE.  SURFACE MARK IS STANDARD STATION DISK IN CONCRETE.
 KN0394'UNDERGROUND MARK IS BOTTLE.  REFERENCE MARKS ARE
 KN0394'PROBABLY STANDARD REFERENCE MARKS IN CONCRETE.  NO. 1 IS
 KN0394'11.640 METERS (38.19 FEET) FROM STATION N 80 DEG 21 MIN W.
 KN0394'NO. 2 IS 12.870 METERS (42.22 FEET) FROM STATION
 KN0394'S 05 DEG 00 MIN E.  AZIMUTH MARK (1934) WAS ESTABLISHED
 KN0394'IN LARGEST ROCK ON TOP OF HILL AND ABOUT 1/3 MILE FROM
 KN0394'STATION S 32 DEG 19 MIN W.
 KN0394
 KN0394                          STATION RECOVERY (1937)
 KN0394
 KN0394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KN0394'STATION IS LOCATED ABOUT 22 MILES WSW OF ORANGEVILLE AND ABOUT
 KN0394'14 MILES E OF MAYFIELD, ON A HIGH WHITE RIDGE COMPOSED OF
 KN0394'ROCK FRAGMENTS AND KNOWN LOCALLY AS HELIOTROPE MT.
 KN0394'
 KN0394'REACHED FROM ORANGEVILLE BY EPHRAIM ROAD W 29.2 MILES TO SUMMIT
 KN0394'OF WASATCH MTS.  THENCE S AT SKYLINE DRIVE SIGN, AND FOLLOW
 KN0394'ROAD ALONG CREST OF MOUNTAINS S 15.7 MILES TO JUNCTION WITH
 KN0394'FERRON RESERVOIR ROAD ON STEEP DOWN-GRADE.  KEEP R FORK, SHARP
 KN0394'TURN, 1.95 MILES TO T INTERSECTION IN A LARGE MEADOW, AT 12
 KN0394'MILE FLAT CAMP SIGN.  THENCE TURN L ON MUDDY CREEK ROAD 0.1
 KN0394'MILE TO GATE IN LOG FENCE.  THENCE TURN N ALONG SIDE OF FENCE
 KN0394'0.1 MILE TO FOOT OF TRAIL LEADING UP MOUNTAIN AND END OF TRUCK
 KN0394'TRAVEL.  FOLLOW TRAIL WHICH ZIGZAGS TO SUMMIT OF PLATEAU,
 KN0394'THENCE TO R, EASTERLY, ALONG RIDGE TO BASE OF WHITE RIDGE.
 KN0394'THENCE BEAR L, PICKING UP OLD EIMBECK TRAIL TO TOP OF RIDGE
 KN0394'AND STATION.  TOTAL DISTANCE IS ABOUT 2-1/2 MILES.  CLIMB
 KN0394'IS ABOUT 1000 FEET.
 KN0394'
 KN0394'STATION MARK IS IN IRREGULAR ROCK, STANDING 6 INCHES ABOVE
 KN0394'SURFACE, AND APPARENTLY FIRM.  AZIMUTH MARK (1934) IS ABOUT
 KN0394'1/2 MILE S OF STATION NEAR S END OF WHITE ROCK RIDGE, IN
 KN0394'BOULDER AT E BASE OF A LARGE, HIGHER ROCK.  REFERENCE MARK NO. 1
 KN0394'IS W OF STATION IN ORIGINAL POSITION.  REFERENCE MARK NO. 2
 KN0394'WAS IN A LOOSE SMALL BOULDER, RESET IN SOLID ROCK, ALONGSIDE
 KN0394'TRAIL ABOUT 100 YARDS SW OF STATION.  REFERENCE MARK NO. 3 IS SET
 KN0394'IN BURIED BOULDER NW OF STATION.
 KN0394'
 KN0394'STATION MARK STAMPED WASATCH 2-1919.  REFERENCE MARK NO. 1
 KN0394'THE SAME.  REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3
 KN0394'STAMPED WASATCH 2 1919-1937.  LIGHTS WERE SHOWN FROM THIS
 KN0394'STATION, BUT IT WAS NOT OCCUPIED IN 1937.
 KN0394
 KN0394                          STATION RECOVERY (1938)
 KN0394
 KN0394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0394'STATION IS ON HIGHEST POINT OF A HIGH WHITE RIDGE, COMPOSED
 KN0394'OF ROCK FRAGMENTS AND KNOWN AS HELIOTROPE MT.  IT LIES ABOUT
 KN0394'14 MILES E OF MAYFIELD AND ABOUT 22 MILES WSW OF ORANGEVILLE.
 KN0394'
 KN0394'REACHED FROM MAYFIELD AS FOLLOWS--FROM POST OFFICE GO E TO
 KN0394'FIRST CORNER, THEN S 1 BLOCK, THEN E ON ROAD UP 12 MILE CREEK
 KN0394'14.5 MILES TO MT. BALDY RANGER STATION.  CONTINUE UP GRADE ON
 KN0394'MAIN ROAD 1.8 MILES TO JUNCTION WITH SKYLINE DRIVE, ON 12 MILE
 KN0394'FLAT AND TOP OF GRADE.  CONTINUE E 0.1 MILE TO LOG FENCE AND
 KN0394'GATE, TURN N AND GO 0.1 MILE ALONG FENCE LINE TO FOOT OF RIDGE
 KN0394'AND END OF TRUCK TRAVEL.  FROM THIS POINT STATION LIES EASTERLY
 KN0394'ABOUT 2.5 MILES, A 1-1/2 HOUR PACK.  FOLLOW ZIGZAG TRAIL UP
 KN0394'SIDE OF RIDGE TO TOP, THEN BEAR RIGHT ALONG TOP OF PLATEAU TO
 KN0394'WHITE RIDGE (SEEN AFTER REACHING TOP OF PLATEAU), THEN
 KN0394'NORTHERLY ALONG RIDGE TO HIGHEST POINT AND STATION.
 KN0394'
 KN0394'REFERENCE MARK NO. 2 WAS RESET, NEW DIRECTION AND DISTANCE.
 KN0394'
 KN0394'DISTANCE TO REFERENCE MARK NO. 1 SLIGHTLY IN ERROR.  OLD
 KN0394'DISTANCE--38.11 FEET (11.615 METERS).  AZIMUTH MARK IS ON
 KN0394'SAME RIDGE AS STATION.
 KN0394
 KN0394                          STATION RECOVERY (2021)
 KN0394
 KN0394'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 KN0394'TO REACH FROM THE CENTER OF MAYFIELD UTAH TAKE THE TWELVEMILE CANYON
 KN0394'ROAD, FOREST SERVICE ROAD 0022, EAST, UP THE CANYON, FOR 19 MI (30.6
 KN0394'KM) TO THE TWELVEMILE FLAT CG AND AN INTERSECTION.  TURN LEFT AND
 KN0394'CONTINUE UP THE HILL FOR 0.75 MI (1.21 KM) THEN TURN RIGHT ONTO A 4WD
 KN0394'TRAIL AND GO 0.75 MI (1.21 KM) TO END OF VEHICLE TRAVEL.  HIKE UP THE
 KN0394'STEEP SLOPE TO GAIN THE RIDGE AND THEN FOLLOW PREVIOUS DIRECTIONS.
 KN0394'
 KN0394'THE AZIMUTH MARK IS LOCATED AS DESCRIBED, IT APPEARS TO BE A REFERENCE
 KN0394'MARK DISC WITH AN ARROW AND IS STAMPED WASATCH 2 NO 3A 1934.
 KN0394'REFERENCE MARKS WERE NOT FOUND, BUT COULD BE UNDER ROCKS AND SOIL.
 KN0394'THE ROCK IN WHICH THE STATION MARK IS LOCATED IS LOOSE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0715 ***********************************************************************
 LO0715  DESIGNATION -  WASATCH SUMMIT LINE POST 2334
 LO0715  PID         -  LO0715
 LO0715  STATE/COUNTY-  UT/WASATCH
 LO0715  COUNTRY     -  US
 LO0715  USGS QUAD   -  HEBER CITY (2017)
 LO0715
 LO0715                         *CURRENT SURVEY CONTROL
 LO0715  ______________________________________________________________________
 LO0715* NAD 83(1994) POSITION- 40 36 04.96627(N) 111 29 11.27252(W)   ADJUSTED
 LO0715* NAVD 88 ORTHO HEIGHT -  2854.    (meters)     9363.    (feet) SCALED
 LO0715  ______________________________________________________________________
 LO0715  GEOID HEIGHT    -        -15.442 (meters)                     GEOID18
 LO0715  LAPLACE CORR    -         -6.74  (seconds)                    DEFLEC18
 LO0715  HORZ ORDER      -  THIRD
 LO0715
 LO0715.The horizontal coordinates were established by classical geodetic methods
 LO0715.and adjusted by the National Geodetic Survey in November 1997.
 LO0715
 LO0715.The orthometric height was scaled from a topographic map.
 LO0715
 LO0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0715.GEOID18 height accuracy estimate available here.
 LO0715
 LO0715.Click photographs - Photos may exist for this station.
 LO0715
 LO0715.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0715
 LO0715. The following values were computed from the NAD 83(1994) position.
 LO0715
 LO0715;                    North         East     Units Scale Factor Converg.
 LO0715;SPC UT C     - 2,251,804.616   501,145.624   MT  0.99998827   +0 00 31.2
 LO0715;SPC UT C     - 7,387,795.64  1,644,175.27   sFT  0.99998827   +0 00 31.2
 LO0715;UTM  12      - 4,494,621.652   458,842.018   MT  0.99962085   -0 18 59.7
 LO0715
 LO0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0715!SPC UT C     -   0.99955487  x   0.99998827  =   0.99954314
 LO0715!UTM  12      -   0.99955487  x   0.99962085  =   0.99917589
 LO0715
 LO0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK5884294621(NAD 83)
 LO0715
 LO0715                          SUPERSEDED SURVEY CONTROL
 LO0715
 LO0715  NAD 83(1993)-  40 36 04.96641(N)    111 29 11.27085(W) AD(       ) 3
 LO0715  NAD 83(1986)-  40 36 04.95302(N)    111 29 11.26303(W) AD(       ) 3
 LO0715  NAD 27      -  40 36 05.13759(N)    111 29 08.54260(W) AD(       ) 3
 LO0715
 LO0715.Superseded values are not recommended for survey control.
 LO0715
 LO0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0715.See file dsdata.pdf to determine how the superseded data were derived.
 LO0715
 LO0715_MARKER: P = PIPE CAP
 LO0715_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0715_STAMPING: SUMMIT-WASATCH COUNTY LINE
 LO0715_PROJECTION: FLUSH
 LO0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0715
 LO0715  HISTORY     - Date     Condition        Report By
 LO0715  HISTORY     - 1938     MONUMENTED       CGS
 LO0715
 LO0715                          STATION DESCRIPTION
 LO0715
 LO0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LO0715'STATION IS ON TOP OF A SHARP, NEARLY BARE PEAK HAVING A SMALL
 LO0715'GROUP OF FIR TREES ON NW SLOPE.  IT LIES APPROXIMATELY 3 MILES
 LO0715'SSE OF PARK CITY, 7-1/2 MILES NNW OF HEBER AND 11 MILES WSW OF
 LO0715'KAMAS.
 LO0715'
 LO0715'REACHED FROM PARK CITY AS FOLLOWS--FROM POST OFFICE GO SE ON
 LO0715'MAIN STREET 1.35 MILES TO A GRAVEL ROAD LEADING LEFT, AT JUDGE
 LO0715'LEAD, ZINC, AND SILVER MINE.  TURN LEFT ON GRAVEL ROAD AND
 LO0715'FOLLOW MAIN ROAD 3.4 MILES TO FORKS ON TOP OF HIGH RIDGE, TURN
 LO0715'SHARP LEFT AND GO 0.25 MILE ALONG TOP OF RIDGE TO FORK, TAKE
 LO0715'RIGHT FORK AND GO 0.15 MILE TO MINE BUILDINGS.  FROM REAR OF
 LO0715'BUILDINGS GO EASTERLY ACROSS COUNTRY, ALONG TOP OF RIDGE 0.2
 LO0715'MILE TO A SMALL PEAK AND END OF TRUCK TRAVEL.  PARK AZIMUTH MARK IS
 LO0715'ON THIS PEAK.  FROM THIS POINT STATION LIES ESE APPROXIMATELY
 LO0715'1/2 MILE.  IT IS A 40-MINUTE PACK.  GO SE DOWN SLOPE TO
 LO0715'SADDLE, THEN SE TO TOP OF RIDGE, THEN E ON RIDGE TO HIGHEST
 LO0715'POINT AND STATION PARK.
 LO0715'
 LO0715'THE WASATCH-SUMMIT COUNTY LINE POST NO. 2334 IS AN IRON PIPE WITH
 LO0715'IRON CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0479 ***********************************************************************
 KN0479  DESIGNATION -  WASH
 KN0479  PID         -  KN0479
 KN0479  STATE/COUNTY-  UT/EMERY
 KN0479  COUNTRY     -  US
 KN0479  USGS QUAD   -  BLUE CASTLE BUTTE (2017)
 KN0479
 KN0479                         *CURRENT SURVEY CONTROL
 KN0479  ______________________________________________________________________
 KN0479* NAD 83(1994) POSITION- 39 00 10.01180(N) 110 11 29.50805(W)   ADJUSTED
 KN0479* NAVD 88 ORTHO HEIGHT -  1287.    (meters)     4222.    (feet) SCALED
 KN0479  ______________________________________________________________________
 KN0479  GEOID HEIGHT    -        -20.060 (meters)                     GEOID18
 KN0479  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 KN0479  HORZ ORDER      -  THIRD
 KN0479
 KN0479.The horizontal coordinates were established by classical geodetic methods
 KN0479.and adjusted by the National Geodetic Survey in November 1997.
 KN0479
 KN0479.The orthometric height was scaled from a topographic map.
 KN0479
 KN0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0479.GEOID18 height accuracy estimate available here.
 KN0479
 KN0479.Click photographs - Photos may exist for this station.
 KN0479
 KN0479.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0479
 KN0479. The following values were computed from the NAD 83(1994) position.
 KN0479
 KN0479;                    North         East     Units Scale Factor Converg.
 KN0479;SPC UT C     - 2,075,152.027   613,339.961   MT  1.00000346   +0 50 17.4
 KN0479;SPC UT C     - 6,808,227.94  2,012,266.19   sFT  1.00000346   +0 50 17.4
 KN0479;UTM  12      - 4,317,396.050   570,004.581   MT  0.99966034   +0 30 31.8
 KN0479
 KN0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0479!SPC UT C     -   0.99980126  x   1.00000346  =   0.99980472
 KN0479!UTM  12      -   0.99980126  x   0.99966034  =   0.99946167
 KN0479
 KN0479:                Primary Azimuth Mark                     Grid Az
 KN0479:SPC UT C     -  SALT                                     117 52 07.6
 KN0479:UTM  12      -  SALT                                     118 11 53.2
 KN0479
 KN0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ7000417396(NAD 83)
 KN0479
 KN0479|---------------------------------------------------------------------|
 KN0479| PID    Reference Object                     Distance      Geod. Az  |
 KN0479|                                                           dddmmss.s |
 KN0479| JN0389 SALT                                APPROX.11.7 KM 1184225.0 |
 KN0479|---------------------------------------------------------------------|
 KN0479
 KN0479                          SUPERSEDED SURVEY CONTROL
 KN0479
 KN0479  NAD 83(1986)-  39 00 09.99984(N)    110 11 29.50139(W) AD(       ) 3
 KN0479  NAD 27      -  39 00 10.09900(N)    110 11 27.00600(W) AD(       ) 3
 KN0479  USCA        -  39 00 04.77000(N)    110 11 32.99000(W) AD(       ) 3
 KN0479  USSD        -  39 00 10.76700(N)    110 11 27.60500(W) AD(       ) 3
 KN0479
 KN0479.Superseded values are not recommended for survey control.
 KN0479
 KN0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0479.See file dsdata.pdf to determine how the superseded data were derived.
 KN0479
 KN0479_MARKER: H = DRILL HOLE
 KN0479_SETTING: 0 = UNSPECIFIED SETTING
 KN0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0479
 KN0479  HISTORY     - Date     Condition        Report By
 KN0479  HISTORY     - 1898     MONUMENTED       CGS
 KN0479  HISTORY     - 1957     GOOD             USGS
 KN0479
 KN0479                          STATION DESCRIPTION
 KN0479
 KN0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (CHS)
 KN0479'ABOUT 1-1/2 MILES NORTHWEST OF THE TOWN OF GREEN RIVER ON THE
 KN0479'HIGH BLUFF THAT FORMS THE RIM OF THE PLAIN JUST NORTH OF THE
 KN0479'RAILROAD TRACK.  THE STATION IS ABOUT 10 FEET NORTH OF THE EDGE
 KN0479'OF THE BLUFF AND 75 FEET ABOVE THE PLAIN.  IT IS MARKED BY A
 KN0479'DRILL HOLE IN A SHALE ROCK, OVER WHICH IS A PILE OF ROCKS USED
 KN0479'FOR SECURING THE BASE OF THE SIGNAL POLE.
 KN0479
 KN0479                          STATION RECOVERY (1957)
 KN0479
 KN0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 KN0479'NEW DESCRIPTION AS FOLLOWS,  LOCATED ABOUT 1.5 MI.
 KN0479'NW. OF GREEN RIVER, ON HIGH BLUFF THAT FORMS THE RIM OF THE PLAIN JUST
 KN0479'N. OF RAILROAD TRACK.  TO REACH FROM GREEN RIVER POST OFFICE, DRIVE W.
 KN0479'ON U.S. HIGHWAY 50 FOR 0.8 MI., TURN RIGHT ON TRAIL RD. 0.3 MI., TAKE
 KN0479'LEFT FORK 0.2 MI., TAKE RIGHT FORK PAST LOG CABIN 0.2 MI., TAKE LEFT
 KN0479'FORK 0.2 MI. TO TOP OF BLUFF, TURN LEFT 0.2 MI. ALONG EDGE OF BLUFF TO
 KN0479'STATION.
 KN0479'
 KN0479'STATION MARK -  DRILL HOLE IN SHALE ROCK AND CAIRN.
 KN0479'
 KN0479'REFERENCE MARKS - NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0561 ***********************************************************************
 HO0561  DESIGNATION -  WATER
 HO0561  PID         -  HO0561
 HO0561  STATE/COUNTY-  UT/KANE
 HO0561  COUNTRY     -  US
 HO0561  USGS QUAD   -  ALTON (2017)
 HO0561
 HO0561                         *CURRENT SURVEY CONTROL
 HO0561  ______________________________________________________________________
 HO0561* NAD 83(1994) POSITION- 37 29 31.46467(N) 112 22 32.44775(W)   ADJUSTED
 HO0561* NAVD 88 ORTHO HEIGHT -  2846.8   (meters)     9340.    (feet) VERTCON3
 HO0561  ______________________________________________________________________
 HO0561  GEOID HEIGHT    -        -20.601 (meters)                     GEOID18
 HO0561  LAPLACE CORR    -          2.48  (seconds)                    DEFLEC18
 HO0561  HORZ ORDER      -  THIRD
 HO0561
 HO0561.The horizontal coordinates were established by classical geodetic methods
 HO0561.and adjusted by the National Geodetic Survey in November 1997.
 HO0561
 HO0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0561
 HO0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0561.GEOID18 height accuracy estimate available here.
 HO0561
 HO0561.Click photographs - Photos may exist for this station.
 HO0561
 HO0561.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0561
 HO0561. The following values were computed from the NAD 83(1994) position.
 HO0561
 HO0561;                    North         East     Units Scale Factor Converg.
 HO0561;SPC UT S     - 3,091,968.698   422,563.332   MT  0.99996421   -0 32 11.5
 HO0561;SPC UT S     -10,144,233.97  1,386,359.87   sFT  0.99996421   -0 32 11.5
 HO0561;UTM  12      - 4,150,350.665   378,387.639   MT  0.99978217   -0 50 14.7
 HO0561
 HO0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0561!SPC UT S     -   0.99955670  x   0.99996421  =   0.99952093
 HO0561!UTM  12      -   0.99955670  x   0.99978217  =   0.99933897
 HO0561
 HO0561:                Primary Azimuth Mark                     Grid Az
 HO0561:SPC UT S     -  BLACK                                    016 22 49.3
 HO0561:UTM  12      -  BLACK                                    016 40 52.5
 HO0561
 HO0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG7838750350(NAD 83)
 HO0561
 HO0561|---------------------------------------------------------------------|
 HO0561| PID    Reference Object                     Distance      Geod. Az  |
 HO0561|                                                           dddmmss.s |
 HO0561| HO0529 BLACK                               APPROX. 8.2 KM 0155037.8 |
 HO0561|---------------------------------------------------------------------|
 HO0561
 HO0561                          SUPERSEDED SURVEY CONTROL
 HO0561
 HO0561  NAD 83(1986)-  37 29 31.46227(N)    112 22 32.44849(W) AD(       ) 3
 HO0561  NAD 27      -  37 29 31.52477(N)    112 22 29.71594(W) AD(       ) 3
 HO0561  NGVD 29 (07/19/86) 2845.3    (m)         9335.     (f) VERT ANG       
 HO0561
 HO0561.Superseded values are not recommended for survey control.
 HO0561
 HO0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0561.See file dsdata.pdf to determine how the superseded data were derived.
 HO0561
 HO0561_MARKER: DD = SURVEY DISK
 HO0561_SETTING: 80 = SET IN A BOULDER
 HO0561_STAMPING: WATER 1964
 HO0561_MARK LOGO: USGS
 HO0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0561+STABILITY: SURFACE MOTION
 HO0561
 HO0561  HISTORY     - Date     Condition        Report By
 HO0561  HISTORY     - 1964     MONUMENTED       USGS
 HO0561
 HO0561                          STATION DESCRIPTION
 HO0561
 HO0561'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 HO0561'LOCATED ABOUT 11.5 MI. SSE. OF HATCH, ABOUT 8 MI. E. OF LONG VALLEY
 HO0561'JUNCTION, ON A TOP LYING BETWEEN KANAB CREEK AND EAST FORK CREEK AND
 HO0561'S. OF BLUBBER CREEK.
 HO0561'
 HO0561'TO REACH FROM THE JUNCTION OF HIGHWAYS 12, 22, AND 54, DRIVE W. ON
 HO0561'HIGHWAY 12 FOR 2.3 MI. TO GRAVEL RD. ON LEFT, TURN LEFT AND TRAVEL
 HO0561'13.1 MI. TO RD. FORK AND SIGN ---BLUBBER CREEK---, TURN RIGHT FOR
 HO0561'4.9 MI. TO RD. FORK TO RIGHT, TURN RIGHT FOR 2.7 MI. TO CLIFF AND
 HO0561'END OF TRUCK TRAVEL.  PACK S. ABOUT 20 MINUTES ALONG CLIFFS TO
 HO0561'STATION.
 HO0561'
 HO0561'STATION MARK--STANDARD TABLET, STAMPED ---WATER 1964---, SET IN
 HO0561'BOULDER IN PLACE.
 HO0561'
 HO0561'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, IN TRIANGULAR BLAZE IN
 HO0561'STUMP OF 18 IN. PINE, 16.02 FT. FROM STATION MARK, N 16 DEG 45 MIN W.
 HO0561'
 HO0561'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, IN TRIANGULAR BLAZE IN
 HO0561'STUMP OF 20 IN. PINE TREE, 27.08 FT. FROM STATION MARK,
 HO0561'S 73 DEG 57 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0882 ***********************************************************************
 LO0882  DESIGNATION -  WATER
 LO0882  PID         -  LO0882
 LO0882  STATE/COUNTY-  UT/SALT LAKE
 LO0882  COUNTRY     -  US
 LO0882  USGS QUAD   -  DRAPER (2017)
 LO0882
 LO0882                         *CURRENT SURVEY CONTROL
 LO0882  ______________________________________________________________________
 LO0882* NAD 83(1994) POSITION- 40 35 48.90906(N) 111 50 34.72859(W)   ADJUSTED
 LO0882* NAVD 88 ORTHO HEIGHT -  1459.3   (meters)     4788.    (feet) VERTCON3
 LO0882  ______________________________________________________________________
 LO0882  GEOID HEIGHT    -        -16.839 (meters)                     GEOID18
 LO0882  LAPLACE CORR    -         12.17  (seconds)                    DEFLEC18
 LO0882  HORZ ORDER      -  FIRST
 LO0882
 LO0882.The horizontal coordinates were established by classical geodetic methods
 LO0882.and adjusted by the National Geodetic Survey in November 1997.
 LO0882
 LO0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0882
 LO0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0882.GEOID18 height accuracy estimate available here.
 LO0882
 LO0882.Click photographs - Photos may exist for this station.
 LO0882
 LO0882.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0882
 LO0882. The following values were computed from the NAD 83(1994) position.
 LO0882
 LO0882;                    North         East     Units Scale Factor Converg.
 LO0882;SPC UT C     - 2,251,364.894   470,968.663   MT  0.99998723   -0 13 10.9
 LO0882;SPC UT C     - 7,386,352.99  1,545,169.69   sFT  0.99998723   -0 13 10.9
 LO0882;UTM  12      - 4,494,354.293   428,673.538   MT  0.99966262   -0 32 54.9
 LO0882
 LO0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0882!SPC UT C     -   0.99977378  x   0.99998723  =   0.99976101
 LO0882!UTM  12      -   0.99977378  x   0.99966262  =   0.99943647
 LO0882
 LO0882:                Primary Azimuth Mark                     Grid Az
 LO0882:SPC UT C     -  SANDY CITY JORDAN JR HS STK              244 08 58.2
 LO0882:UTM  12      -  SANDY CITY JORDAN JR HS STK              244 28 42.2
 LO0882
 LO0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2867394354(NAD 83)
 LO0882
 LO0882|---------------------------------------------------------------------|
 LO0882| PID    Reference Object                     Distance      Geod. Az  |
 LO0882|                                                           dddmmss.s |
 LO0882| CM6737 WATER RM 1                           12.350 METERS 06524     |
 LO0882| LO0881 SANDY CITY CORP WEST TANK           189.103 METERS 08232     |
 LO0882| LO0878 SANDY CITY CORP GRANITE TANK        APPROX. 4.6 KM 1270410.1 |
 LO0882| CM6738 WATER RM 2                           12.296 METERS 15151     |
 LO0882| LO0880 SANDY WHITE CITY WATER CO E TK      APPROX. 2.9 KM 1563029.6 |
 LO0882| LO0899 SANDY CITY JORDAN JR HS STK         APPROX. 3.8 KM 2435547.3 |
 LO0882|---------------------------------------------------------------------|
 LO0882
 LO0882                          SUPERSEDED SURVEY CONTROL
 LO0882
 LO0882  NAD 83(1993)-  40 35 48.90907(N)    111 50 34.72793(W) AD(       ) 1
 LO0882  NAD 83(1986)-  40 35 48.89764(N)    111 50 34.72115(W) AD(       ) 1
 LO0882  NAD 27      -  40 35 49.08331(N)    111 50 31.96267(W) AD(       ) 1
 LO0882  NGVD 29 (07/19/86) 1458.3    (m)         4784.     (f) VERT ANG       
 LO0882
 LO0882.Superseded values are not recommended for survey control.
 LO0882
 LO0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0882.See file dsdata.pdf to determine how the superseded data were derived.
 LO0882
 LO0882_MARKER: DH = HORIZONTAL CONTROL DISK
 LO0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0882_STAMPING: WATER 1973
 LO0882_MARK LOGO: NGS
 LO0882_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LO0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0882+STABILITY: SURFACE MOTION
 LO0882
 LO0882  HISTORY     - Date     Condition        Report By
 LO0882  HISTORY     - 1973     MONUMENTED       NGS
 LO0882  HISTORY     - 1980     GOOD             NGS
 LO0882  HISTORY     - 19800615 GOOD             NGS
 LO0882  HISTORY     - 20020106 POOR             SLCS
 LO0882
 LO0882                          STATION DESCRIPTION
 LO0882
 LO0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LO0882'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH OF HOLLADAY, 3 MILES
 LO0882'SOUTHEAST OF MURRAY AND 2 MILES NORTHEAST OF SANDY, ON A FLAT
 LO0882'TOP RIDGE.
 LO0882'
 LO0882'TO REACH THE STATION FROM STATE STREET AND 9400 SOUTH STREET,
 LO0882'GO EAST ON 9400 SOUTH STREET FOR 0.2 MILE TO RAILROAD
 LO0882'TRACKS.  CONTINUE EAST ON 9400 SOUTH STREET FOR 1.7 MILES TO A
 LO0882'CROSS STREET OF 1300 EAST STREET.  TURN LEFT AND GO NORTH ON
 LO0882'1300 EAST STREET FOR 1.0 MILES TO A CROSS STREET OF 8600 SOUTH
 LO0882'STREET.  TURN RIGHT AND GO EAST ON 8600 SOUTH STREET FOR 0.45
 LO0882'MILE TO A FORK IN A CURVE IN THE STREET.  TAKE THE LEFT FORK
 LO0882'AND GO EAST ON THE DIRT ROAD FOR 0.15 MILE TO A CROSSROAD.
 LO0882'CONTINUE EAST ON THE DIRT ROAD FOR 0.3 MILE TO ANOTHER
 LO0882'CROSSROAD.  TURN LEFT AND GO NORTH UPHILL AND THEN WEST ON
 LO0882'THE DIRT ROAD FOR 0.35 MILE TO TWO GREEN WATER TANKS.  CONTINUE
 LO0882'WEST ACROSS COUNTRY FOR 0.15 MILE TO THE STATION.
 LO0882'
 LO0882'THE STATION MARK IS A STANDARD DISK STAMPED WATER 1973, SET IN
 LO0882'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 LO0882'THE GROUND.  THE UNDERGROUND MARK IS ABOUT 40 INCHES BELOW THE
 LO0882'SURFACE MARK.
 LO0882'
 LO0882'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WATER NO 1 1973, SET
 LO0882'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 1
 LO0882'INCH ABOVE THE GROUND.
 LO0882'
 LO0882'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WATER NO 2 1973,
 LO0882'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 LO0882'1 INCH ABOVE THE GROUND.
 LO0882
 LO0882                          STATION RECOVERY (1980)
 LO0882
 LO0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LO0882'STATION MARK, REFERENCE MARK 1 WAS RECOVERED IN GOOD
 LO0882'CONDITION.  REFERENCE MARK 2 WAS NOT FOUND BUT WAS REPORTED DESTROYED
 LO0882'DURING THE CONSTRUCTION OF A SURFACED JOGGING TRACK AT STATION
 LO0882'SITE.  A REFERENCE MARK NUMBER 3 WAS ESTABLISHED AT THIS
 LO0882'TIME.  DISTANCE TO REFERENCE MARK 1 COMPARED FAVORABLY WITH PREVIOUS
 LO0882'DATA.
 LO0882'
 LO0882'STATION IS REACHED FROM THE INTERSECTION OF STATE AND 9400 SOUTH
 LO0882'STREETS IN SANDY.  GO EAST ON 9400 SOUTH STREET FOR 2.0 MILES.  TURN
 LO0882'LEFT AND GO NORTH ON 1300 EAST STREET FOR 1.0 MILE.  1 TURN RIGHT
 LO0882'AND GO EAST ON 8600 SOUTH STREET FOR 0.6 MILE TO PIPER LANE 1760 EAST
 LO0882'STREET ON RIGHT, HILL WITH TWO LARGE WATER TANKS AND SURFACED
 LO0882'JOGGING TRACK ON LEFT.  TURN LEFT AND FOLLOW A SURFACED TRACK, UPHILL,
 LO0882'NORTHEASTERLY FOR 0.1 MILE TO TOP OF HILL, THENCE LEFT, WEST AND
 LO0882'SOUTHWEST ALONG TRACK FOR 0.05 MILE TO STATION ON RIGHT.
 LO0882'
 LO0882'STATION IS A STANDARD STATION MARK DISK, STAMPED---WATER 1973---
 LO0882'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH GROUND, 67 FEET
 LO0882'OF CENTER JOGGING TRACK, 2.6 FEET SOUTHEAST OF A METAL WITNESS POST.
 LO0882'
 LO0882'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED---WATER
 LO0882'NO 1 1973, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 LO0882'ABOUT 2 INCHES, 42 FEET WEST OF CENTER JOGGING TRACK, 1.4 FEET SOUTH
 LO0882'OF A METAL WITNESS POST.
 LO0882'
 LO0882'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK, STAMPED---WATER
 LO0882'1973 NO 3 1980, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 LO0882'ABOUT 2 INCHES, 20 FEET WEST OF CENTER JOGGING TRACK, 2.4 FEET
 LO0882'NORTH-NORTHEAST OF A METAL WITNESS POST.
 LO0882
 LO0882                          STATION RECOVERY (1980)
 LO0882
 LO0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LO0882'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT.  STATION MARK,
 LO0882'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2
 LO0882'WAS NOT FOUND BUT WAS REPORTED DESTROYED DURING THE CONSTRUCTION OF A
 LO0882'SURFACED JOGGING TRACK AT STATION SITE.  A REFERENCE MARK NUMBER 3 WAS
 LO0882'ESTABLISHED AT THIS TIME.  DISTANCE TO REFERENCE MARK 1 COMPARED
 LO0882'FAVORABLY WITH PREVIOUS DATA.  STATION IS REACHED FROM THE
 LO0882'INTERSECTION OF STATE AND 94 SOUTH STREETS IN SANDY.  GO EAST ON 9400
 LO0882'SOUTH STREET FOR 2.0 MILES.  (3.2 KM) TURN LEFT AND GO NORTH ON 1300
 LO0882'EAST STREET FOR 1.0 MILE.  (1.6 KM) TURN RIGHT AND GO EAST ON 8600
 LO0882'SOUTH STREET FOR 0.6 MILE (1.0 KM) TO PIPER LANE 1760 EAST STREET ON
 LO0882'RIGHT, HILL WITH TWO LARGE WATER TANKS AND SURFACED JOGGING TRACK ON
 LO0882'LEFT.  TURN LEFT AND FOLLOW A SURFACED TRACK, UPHILL, NORTHEASTERLY
 LO0882'FOR 0.1 MILE (0.2 KM) TO TOP OF HILL, THENCE LEFT, WEST AND SOUTHWEST
 LO0882'ALONG TRACK FOR 0.05 MILE (0.08 KM) TO STATION ON RIGHT.  STATION IS A
 LO0882'STANDARD STATION MARK DISK, STAMPED WATER 1973, SET IN THE TOP OF A
 LO0882'ROUND CONCRETE MONUMENT FLUSH WITH GROUND.  67 FT (20.4 M) OF CENTER
 LO0882'JOGGING TRACK, 2.6 FT (0.8 M) SOUTHEAST OF A METAL WITNESS POST.
 LO0882'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED WATER NO 1
 LO0882'1973, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 2
 LO0882'INCHES, 2 FT (0.6 M) WEST OF CENTER JOGGING TRACK, 1.4 FT (0.4 M)
 LO0882'SOUTH OF A METAL WITNESS POST.  REFERENCE MARK 3 IS A STANDARD
 LO0882'REFERENCE MARK DISK, STAMPED WATER 1973 NO 3 1980, SET IN THE TOP OF A
 LO0882'ROUND CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES, 20 FT (6.1 M) WEST
 LO0882'OF CENTER JOGGING TRACK, 2.4 FT (0.7 M) NORTH-NORTHEAST OF A METAL
 LO0882'WITNESS POST.
 LO0882
 LO0882                          STATION RECOVERY (2002)
 LO0882
 LO0882'RECOVERY NOTE BY SALT LAKE COUNTY SURVEYOR 2002 (DJH)
 LO0882'THE STANDARD REFERENCE MARK DISK IS MISSING. THE ROUND MONUMENT IS
 LO0882'FINE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1100 ***********************************************************************
 LO1100  DESIGNATION -  WATER
 LO1100  PID         -  LO1100
 LO1100  STATE/COUNTY-  UT/WASATCH
 LO1100  COUNTRY     -  US
 LO1100  USGS QUAD   -  DEEP CREEK CANYON (2017)
 LO1100
 LO1100                         *CURRENT SURVEY CONTROL
 LO1100  ______________________________________________________________________
 LO1100* NAD 83(1994) POSITION- 40 12 52.05463(N) 110 57 33.60104(W)   ADJUSTED
 LO1100* NAVD 88 ORTHO HEIGHT -  2438.0   (meters)     7999.    (feet) VERTCON3
 LO1100  ______________________________________________________________________
 LO1100  GEOID HEIGHT    -        -15.724 (meters)                     GEOID18
 LO1100  LAPLACE CORR    -         -4.22  (seconds)                    DEFLEC18
 LO1100  HORZ ORDER      -  FIRST
 LO1100
 LO1100.The horizontal coordinates were established by classical geodetic methods
 LO1100.and adjusted by the National Geodetic Survey in November 1997.
 LO1100
 LO1100.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1100
 LO1100.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1100.GEOID18 height accuracy estimate available here.
 LO1100
 LO1100.Click photographs - Photos may exist for this station.
 LO1100
 LO1100.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1100
 LO1100. The following values were computed from the NAD 83(1994) position.
 LO1100
 LO1100;                    North         East     Units Scale Factor Converg.
 LO1100;SPC UT C     - 2,208,981.196   546,020.896   MT  0.99992071   +0 20 46.8
 LO1100;SPC UT C     - 7,247,299.14  1,791,403.56   sFT  0.99992071   +0 20 46.8
 LO1100;UTM  12      - 4,451,561.374   503,460.386   MT  0.99960015   +0 01 34.5
 LO1100
 LO1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1100!SPC UT C     -   0.99962015  x   0.99992071  =   0.99954089
 LO1100!UTM  12      -   0.99962015  x   0.99960015  =   0.99922046
 LO1100
 LO1100:                Primary Azimuth Mark                     Grid Az
 LO1100:SPC UT C     -  WATER AZ MK                              216 48 57.0
 LO1100:UTM  12      -  WATER AZ MK                              217 08 09.3
 LO1100
 LO1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK0346051561(NAD 83)
 LO1100
 LO1100|---------------------------------------------------------------------|
 LO1100| PID    Reference Object                     Distance      Geod. Az  |
 LO1100|                                                           dddmmss.s |
 LO1100| CP6011 WATER RM 1                            8.238 METERS 07623     |
 LO1100| KN0507 GREYHEAD PEAK CAIRN                 APPROX.35.5 KM 1421150.8 |
 LO1100| CP6012 WATER RM 2                            5.328 METERS 14730     |
 LO1100| CP6010 WATER AZ MK                                        2170943.8 |
 LO1100|---------------------------------------------------------------------|
 LO1100
 LO1100                          SUPERSEDED SURVEY CONTROL
 LO1100
 LO1100  NAD 83(1993)-  40 12 52.05422(N)    110 57 33.59933(W) AD(       ) 1
 LO1100  NAD 83(1986)-  40 12 52.04058(N)    110 57 33.59314(W) AD(       ) 1
 LO1100  NAD 27      -  40 12 52.20800(N)    110 57 31.00300(W) AD(       ) 1
 LO1100  NGVD 29 (07/19/86) 2436.6    (m)         7994.     (f) VERT ANG       
 LO1100
 LO1100.Superseded values are not recommended for survey control.
 LO1100
 LO1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1100.See file dsdata.pdf to determine how the superseded data were derived.
 LO1100
 LO1100_MARKER: DS = TRIANGULATION STATION DISK
 LO1100_SETTING: 80 = SET IN A BOULDER
 LO1100_STAMPING: WATER 1936
 LO1100_MARK LOGO: CGS
 LO1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO1100+STABILITY: SURFACE MOTION
 LO1100
 LO1100  HISTORY     - Date     Condition        Report By
 LO1100  HISTORY     - 1936     MONUMENTED       CGS
 LO1100  HISTORY     - 1946     GOOD             CGS
 LO1100  HISTORY     - 1964     GOOD             USGS
 LO1100
 LO1100                          STATION DESCRIPTION
 LO1100
 LO1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 LO1100'ABOUT 8 MILES (AIR LINE) WEST OF FRUITLAND POST OFFICE, AT
 LO1100'EAST END OF LOW, BRUSH-COVERED RIDGE RUNNING EAST AND WEST,
 LO1100'SLOPING GENTLY TO WEST, AND ABRUPTLY TO EAST, NORTH, AND SOUTH.
 LO1100'TO REACH STATION FROM FRUITLAND POST OFFICE, WHICH IS 25 MILES
 LO1100'WEST OF DUCHESNE ON U.S. HIGHWAY 40, FOLLOW U.S. HIGHWAY 40
 LO1100'WESTERLY 8.2 MILES TO WHERE TRACK ROAD LEADS OFF TO RIGHT ACROSS
 LO1100'DIRT FILL.  ABOUT 65 FEET FURTHER ALONG THIS ROAD IS CONCRETE
 LO1100'CULVERT IN WHICH AZIMUTH MARK IS SET.  LEAVE HIGHWAY, CROSS
 LO1100'FILL AND FOLLOW TRACK ROAD ON LEFT FORK 0.2 MILE TO T-ROAD
 LO1100'INTERSECTION.  TURN LEFT AND GO 0.25 MILE.  TAKE RIGHT FORK
 LO1100'(DIM ROAD) AND GO NORTHERLY UP GRADE 0.6 MILE TO TOP OF
 LO1100'SADDLE AND END OF TRUCK TRAVEL.  LAST 0.6 MILE IS VERY ROUGH
 LO1100'AND CROSSES SEVERAL DITCHES.  IT WOULD BE BAD TRAVELING
 LO1100'IN WET WEATHER.  FROM END OF TRUCK TRAVEL PACK UP RIDGE
 LO1100'TO RIGHT (EAST) TO HIGHEST POINT ALONG RIDGE AND
 LO1100'STATION.  STATION CAN ALSO BE APPROACHED FROM EAST BY
 LO1100'TURNING RIGHT AT T-ROAD INTERSECTION 0.2 MILE FROM
 LO1100'U.S. HIGHWAY 40, AND FOLLOWING THIS ROAD AROUND TO EAST
 LO1100'END OF STATION RIDGE, ABOUT 0.5 MILE.  STATION IS ON HIGHEST
 LO1100'POINT ON FIRST RIDGE NORTH-NORTHWEST OF T-ROAD
 LO1100'INTERSECTION.  LEAVE TRACK ROAD AND DRIVE WESTERLY ACROSS
 LO1100'COUNTRY TO BASE OF RIDGE.  PACK WESTERLY UP STEEP SLOPE TO
 LO1100'HIGHEST POINT AND STATION.  PACKING FROM EAST IS MUCH
 LO1100'STEEPER BUT SHORTER THAN FROM WEST.  TWENTY-MINUTE PACK.  NO
 LO1100'WATER AVAILABLE.  STATION MARK IS STANDARD DISK IN BOULDER.
 LO1100'REFERENCE MARKS ARE STANDARD DISKS IN OUTCROPPING
 LO1100'BEDROCK.  NO 1 IS ON SAME RIDGE AS STATION, IN
 LO1100'ROCK FLUSH WITH GROUND, AND 8.238 METERS (27.03 FEET)
 LO1100'EAST-NORTHEAST OF STATION.  NO. 2
 LO1100'IS ON SOUTHEAST SLOPE OF STATION RIDGE, AND 5.356 METERS
 LO1100'(17.57 FEET) FROM STATION.  DISTANCE
 LO1100'BETWEEN REFERENCE MARKS IS 27.10 FEET.  AZIMUTH MARK IS
 LO1100'STANDARD DISK SET FLUSH IN TOP OF NORTH END OF CONCRETE CULVERT,
 LO1100'AT WEST EDGE THEREOF, 21 FEET NORTH OF CENTER
 LO1100'LINE OF U.S. HIGHWAY 40 AND 66 FEET WEST OF CENTER LINE
 LO1100'OF TRACK ROAD LEADING OFF TO NORTH.  IT IS ABOUT 1 MILE
 LO1100'SOUTHWEST FROM STATION.
 LO1100'FOLLOWING BEARINGS ARE FROM STATION--CAIRN, ABOUT 14 MILES
 LO1100'NORTH-NORTHEAST, N 15 DEG 09 MIN E.  CAIRN, ABOUT 13 MILES
 LO1100'SOUTH, S 06 DEG 05 MIN E.  AND GREYHEAD PEAK, CAIRN
 LO1100'ABOUT 22 MILES
 LO1100'SOUTH-SOUTHEAST, S 37 DEG 48 MIN E.
 LO1100
 LO1100                          STATION RECOVERY (1946)
 LO1100
 LO1100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO1100'STATION FOUND AS PREVIOUSLY DESCRIBED AND ALL MARKS FOUND IN
 LO1100'GOOD CONDITION.
 LO1100'
 LO1100'STATION IS LOCATED ABOUT 8 MILES AIRLINE WEST OF FRUITLAND
 LO1100'ON THE EAST END OF A LOW BRUSH COVERED EAST-WEST RIDGE, WHICH
 LO1100'SLOPES GENTLY TO THE WEST AND DROPS OFF ABRUPTLY TO THE NORTH,
 LO1100'EAST AND SOUTH.
 LO1100'
 LO1100'THE STATION MARK IS A BRONZE DISK STAMPED WATER 1936, SET IN
 LO1100'A BOULDER WHICH PROJECTS 6 INCHES.
 LO1100'
 LO1100'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED WATER NO 1 1936,
 LO1100'SET IN BEDROCK OUTCROP FLUSH WITH GROUND.  IT IS EAST-NORTHEAST
 LO1100'OF STATION MARK AND ABOUT 6 INCHES LOWER.
 LO1100'
 LO1100'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED WATER NO 2 1936,
 LO1100'SET IN BEDROCK OUTCROP WHICH PROJECTS 8 INCHES.  IT IS SOUTHEAST
 LO1100'OF STATION MARK AND ABOUT 2 FEET LOWER.
 LO1100'
 LO1100'AZIMUTH MARK IS A BRONZE DISK STAMPED WATER 1936, SET IN TOP
 LO1100'OF A CONCRETE HEADWALL, 21 FEET NORTH OF CENTERLINE OF OLD
 LO1100'U.S. HIGHWAY 40, 66 FEET WEST OF CENTERLINE OF A DIRT ROAD
 LO1100'LEADING OFF TO THE NORTH, AND ABOUT 1 MILE SOUTH-SOUTHWEST
 LO1100'OF STATION.
 LO1100'
 LO1100'TO REACH STATION FROM FRUITLAND.  GO SOUTHWEST ON U.S. HIGHWAY
 LO1100'40, 8.5 MILES TO A ROAD RIGHT AT A BOARD GATE.  TURN RIGHT OFF
 LO1100'HIGHWAY, GO 0.3 MILE TO ROAD LEFT AT CONCRETE BRIDGE AND AZIMUTH
 LO1100'MARK AS DESCRIBED ABOVE.  TURN LEFT, GO 0.1 MILE TO FORK.
 LO1100'TURN RIGHT, GO 1.0 MILE TO END OF TRUCK TRAVEL.  WALK TO LEFT
 LO1100'ACROSS FLAT TO BASE OF HILL THENCE UP HILL TO HIGHEST POINT
 LO1100'AND STATION AS DESCRIBED ABOVE.  A 30 MINUTE PACK.
 LO1100'
 LO1100'CORRECT DISTANCE TO R.M. NO. 2 IS SHOWN ABOVE AND DOES NOT
 LO1100'AGREE WITH THE OLD DISTANCE.
 LO1100
 LO1100                          STATION RECOVERY (1964)
 LO1100
 LO1100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LO1100'RECOVERED.
 LO1100'
 LO1100'STATION MARK--BRONZE DISK, STAMPED ---WATER 1936---, SET IN A BOULDER
 LO1100'WHICH PROJECTS 6 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0549 ***********************************************************************
 LP0549  DESIGNATION -  WATER TANK 1
 LP0549  PID         -  LP0549
 LP0549  STATE/COUNTY-  UT/TOOELE
 LP0549  COUNTRY     -  US
 LP0549  USGS QUAD   -  DUGWAY PROVING GROUND NW (2017)
 LP0549
 LP0549                         *CURRENT SURVEY CONTROL
 LP0549  ______________________________________________________________________
 LP0549* NAD 83(1994) POSITION- 40 14 42.62406(N) 113 13 42.15580(W)   ADJUSTED
 LP0549* NAVD 88 ORTHO HEIGHT -  1327.    (meters)     4354.    (feet) VERTCON3
 LP0549  ______________________________________________________________________
 LP0549  GEOID HEIGHT    -        -18.745 (meters)                     GEOID18
 LP0549  LAPLACE CORR    -          1.24  (seconds)                    DEFLEC18
 LP0549  HORZ ORDER      -  THIRD
 LP0549
 LP0549.The horizontal coordinates were established by classical geodetic methods
 LP0549.and adjusted by the National Geodetic Survey in November 1997.
 LP0549
 LP0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0549
 LP0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0549.GEOID18 height accuracy estimate available here.
 LP0549
 LP0549.Click photographs - Photos may exist for this station.
 LP0549
 LP0549.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0549
 LP0549. The following values were computed from the NAD 83(1994) position.
 LP0549
 LP0549;                    North         East     Units Scale Factor Converg.
 LP0549;SPC UT C     - 2,213,673.009   352,956.736   MT  0.99992440   -1 06 25.8
 LP0549;SPC UT C     - 7,262,692.20  1,157,992.22   sFT  0.99992440   -1 06 25.8
 LP0549;UTM  12      - 4,457,351.564   310,460.481   MT  1.00004225   -1 26 24.3
 LP0549
 LP0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0549!SPC UT C     -   0.99979481  x   0.99992440  =   0.99971922
 LP0549!UTM  12      -   0.99979481  x   1.00004225  =   0.99983705
 LP0549
 LP0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK1046057351(NAD 83)
 LP0549
 LP0549                          SUPERSEDED SURVEY CONTROL
 LP0549
 LP0549  NAD 83(1986)-  40 14 42.61573(N)    113 13 42.14362(W) AD(       ) 3
 LP0549  NAD 27      -  40 14 42.83608(N)    113 13 39.21232(W) AD(       ) 3
 LP0549  NGVD 29 (07/19/86) 1326.     (m)         4350.     (f) VERT ANG       
 LP0549
 LP0549.Superseded values are not recommended for survey control.
 LP0549
 LP0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0549.See file dsdata.pdf to determine how the superseded data were derived.
 LP0549
 LP0549_MARKER: 51 = TANK
 LP0549
 LP0549  HISTORY     - Date     Condition        Report By
 LP0549  HISTORY     - 1953     FIRST OBSERVED   USGS
 LP0549
 LP0549                          STATION DESCRIPTION
 LP0549
 LP0549'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 LP0549'LOCATED ABOUT 9.0 MI. (AIRLINE) NE. OF GRANITE MTN. AND 7.0 MI. SW.
 LP0549'OF WIG MTN.
 LP0549'
 LP0549'STATION MARK--CENTER OF WATER TANK.
 LP0549'
 LP0549'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0438 ***********************************************************************
 JN0438  DESIGNATION -  WATERHOLE
 JN0438  PID         -  JN0438
 JN0438  STATE/COUNTY-  UT/SAN JUAN
 JN0438  COUNTRY     -  US
 JN0438  USGS QUAD   -  TEAPOT ROCK (2017)
 JN0438
 JN0438                         *CURRENT SURVEY CONTROL
 JN0438  ______________________________________________________________________
 JN0438* NAD 83(1994) POSITION- 38 00 56.66677(N) 110 02 23.06494(W)   ADJUSTED
 JN0438* NAVD 88 ORTHO HEIGHT -  1838.3   (meters)     6031.    (feet) VERTCON3
 JN0438  ______________________________________________________________________
 JN0438  GEOID HEIGHT    -        -19.876 (meters)                     GEOID18
 JN0438  LAPLACE CORR    -          9.64  (seconds)                    DEFLEC18
 JN0438  HORZ ORDER      -  THIRD
 JN0438
 JN0438.The horizontal coordinates were established by classical geodetic methods
 JN0438.and adjusted by the National Geodetic Survey in November 1997.
 JN0438
 JN0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0438
 JN0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0438.GEOID18 height accuracy estimate available here.
 JN0438
 JN0438.Click photographs - Photos may exist for this station.
 JN0438
 JN0438.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0438
 JN0438. The following values were computed from the NAD 83(1994) position.
 JN0438
 JN0438;                    North         East     Units Scale Factor Converg.
 JN0438;SPC UT S     - 3,150,727.411   628,220.376   MT  0.99995945   +0 53 40.9
 JN0438;SPC UT S     -10,337,011.51  2,061,086.35   sFT  0.99995945   +0 53 40.9
 JN0438;UTM  12      - 4,207,996.540   584,291.178   MT  0.99968751   +0 35 29.2
 JN0438
 JN0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0438!SPC UT S     -   0.99971474  x   0.99995945  =   0.99967420
 JN0438!UTM  12      -   0.99971474  x   0.99968751  =   0.99940234
 JN0438
 JN0438:                Primary Azimuth Mark                     Grid Az
 JN0438:SPC UT S     -  FORKS=ET U 198                           335 31 53.8
 JN0438:UTM  12      -  FORKS=ET U 198                           335 50 05.5
 JN0438
 JN0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH8429107996(NAD 83)
 JN0438
 JN0438|---------------------------------------------------------------------|
 JN0438| PID    Reference Object                     Distance      Geod. Az  |
 JN0438|                                                           dddmmss.s |
 JN0438| JN0437 FORKS=ET U 198                      APPROX. 5.2 KM 3362534.7 |
 JN0438|---------------------------------------------------------------------|
 JN0438
 JN0438                          SUPERSEDED SURVEY CONTROL
 JN0438
 JN0438  NAD 83(1986)-  38 00 56.65912(N)    110 02 23.06551(W) AD(       ) 3
 JN0438  NAD 27      -  38 00 56.70754(N)    110 02 20.59527(W) AD(       ) 3
 JN0438  NGVD 29 (07/19/86) 1837.3    (m)         6028.     (f) VERT ANG       
 JN0438
 JN0438.Superseded values are not recommended for survey control.
 JN0438
 JN0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0438.See file dsdata.pdf to determine how the superseded data were derived.
 JN0438
 JN0438
 JN0438  HISTORY     - Date     Condition        Report By
 JN0438  HISTORY     - 1952     MONUMENTED       USGS
 JN0438  HISTORY     - 1953     GOOD             USGS
 JN0438
 JN0438                          STATION DESCRIPTION
 JN0438
 JN0438'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JN0438'LOCATED ABOUT 2 MI. NE. OF JUNCTION OF PALMER CANYON WITH COLORADO
 JN0438'RIVER AND 1.0 MI. ENE. OF JUNCTION OF GYPSUM CANYON WITH COLORADO
 JN0438'RIVER, ON HIGHEST POINT OF ROCK LEDGE AND OUTCROPPING FROM MESA.
 JN0438'
 JN0438'STATION REACHED BY HELICOPTER.
 JN0438'
 JN0438'STATION MARK - STANDARD TABLET STAMPED ---WATERHOLE 1952--- CEMENTED
 JN0438'IN DRILL HOLE.
 JN0438'
 JN0438'STATION MARK FOUND IN GOOD CONDITION  AND 2
 JN0438'REFERENCE MARKS SET.  DESCRIPTION SHOULD BE REVISED TO READ AS FOLLOWS
 JN0438'
 JN0438'LOCATED ABOUT 23 MI.NE. OF  HITE FERRY AND 1.5 MI. ENE. OF JUNCTION OF
 JN0438'GYPSUM CANYON WITH COLORADO RIVER, ON HIGHEST POINT OF WOODED TOP.
 JN0438'
 JN0438'STATION MARK - FOUND AS DESCRIBED.
 JN0438'
 JN0438'REFERENCE MARK NO.1 - A 7/8 IN. DRILL HOLE IN ROCK OUTCROP 21.00 FT.
 JN0438'FROM STATION MARK, S 23 DEG 06 MIN W.
 JN0438'
 JN0438'REFERENCE MARK NO.2 - A 7/8 IN. DRILL HOLE IN ROCK OUTCROP, 16.65 FT.
 JN0438'FROM STATION MARK, S 67 DEG 46 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0507 ***********************************************************************
 LP0507  DESIGNATION -  WATSON
 LP0507  PID         -  LP0507
 LP0507  STATE/COUNTY-  UT/TOOELE
 LP0507  COUNTRY     -  US
 LP0507  USGS QUAD   -  ARAGONITE SE (2017)
 LP0507
 LP0507                         *CURRENT SURVEY CONTROL
 LP0507  ______________________________________________________________________
 LP0507* NAD 83(1994) POSITION- 40 33 46.98120(N) 113 04 47.81407(W)   ADJUSTED
 LP0507* NAVD 88 ORTHO HEIGHT -  1342.    (meters)     4403.    (feet) VERTCON3
 LP0507  ______________________________________________________________________
 LP0507  GEOID HEIGHT    -        -17.990 (meters)                     GEOID18
 LP0507  LAPLACE CORR    -          6.18  (seconds)                    DEFLEC18
 LP0507  HORZ ORDER      -  SECOND
 LP0507
 LP0507.The horizontal coordinates were established by classical geodetic methods
 LP0507.and adjusted by the National Geodetic Survey in November 1997.
 LP0507
 LP0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0507
 LP0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0507.GEOID18 height accuracy estimate available here.
 LP0507
 LP0507.Click photographs - Photos may exist for this station.
 LP0507
 LP0507.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0507
 LP0507. The following values were computed from the NAD 83(1994) position.
 LP0507
 LP0507;                    North         East     Units Scale Factor Converg.
 LP0507;SPC UT C     - 2,248,730.006   366,206.476   MT  0.99997953   -1 00 43.5
 LP0507;SPC UT C     - 7,377,708.36  1,201,462.41   sFT  0.99997953   -1 00 43.5
 LP0507;UTM  12      - 4,492,332.202   323,917.016   MT  0.99998166   -1 21 10.5
 LP0507
 LP0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0507!SPC UT C     -   0.99979234  x   0.99997953  =   0.99977188
 LP0507!UTM  12      -   0.99979234  x   0.99998166  =   0.99977401
 LP0507
 LP0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK2391792332(NAD 83)
 LP0507
 LP0507                          SUPERSEDED SURVEY CONTROL
 LP0507
 LP0507  NAD 83(1986)-  40 33 46.97206(N)    113 04 47.80371(W) AD(       ) 2
 LP0507  NAD 27      -  40 33 47.20074(N)    113 04 44.87645(W) AD(       ) 2
 LP0507  NGVD 29 (07/19/86) 1341.     (m)         4400.     (f) VERT ANG       
 LP0507
 LP0507.Superseded values are not recommended for survey control.
 LP0507
 LP0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0507.See file dsdata.pdf to determine how the superseded data were derived.
 LP0507
 LP0507_MARKER: DD = SURVEY DISK
 LP0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0507+STABILITY: SURFACE MOTION
 LP0507
 LP0507  HISTORY     - Date     Condition        Report By
 LP0507  HISTORY     - 1965     MONUMENTED       CGS
 LP0507
 LP0507                          STATION DESCRIPTION
 LP0507
 LP0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0507'THE STATION IS A STEEL DISK SET IN THE TOP OF A 8 INCH CONCRETE
 LP0507'MONUMENT.  IT LOCATED ON THE ON TOP OF THE SOUTHERN END OF
 LP0507'A LONE DETACHED HILL WHICH IS IN THE FLAT AREA BETWEEN CEDAR
 LP0507'MOUNTAIN AND THE SALT LAKE DESERT.  IT IS 27 MILES AIRLINE
 LP0507'NORTHWEST OF DUGWAY, 21 MILES SOUTHWEST OF DELLE AND 16 MILES
 LP0507'SOUTHEAST OF KNOLLS.
 LP0507'
 LP0507'TO REACH THE STATION FROM KNOLLS GO EAST ALONG U.S. HIGHWAY
 LP0507'40 FOR 9 MILES TO A SIDE ROAD RIGHT AT MILE POST 49.  TURN
 LP0507'RIGHT FOR 0.15 MILE TO A FORK, TAKE THE RIGHT FORK FOR 1.35
 LP0507'MILE TO RAILROAD CROSSING, CONTINUE AHEAD FOR 6.8 MILES TO
 LP0507'3 FORKS.  TAKE THE CENTER FORK LEADING SOUTH FOR 2.5 MILES
 LP0507'TO AN OLD WOODEN OBSERVATION TOWER.  TURN LEFT AND GO EAST
 LP0507'FOR 0.8 MILE TO A SECOND TOWER.  CONTINUE EAST FOR 1.8 MILE
 LP0507'TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE EAST FOR 0.6 MILE
 LP0507'TO A FORK, TAKE THE RIGHT FORK FOR 0.25 MILE TO THE BASE OF
 LP0507'THE HILL AND THE END OF TRUCK TRAVEL.  PACK SOUTHWEST TO
 LP0507'HIGHEST POINT OF THE HILL AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0691 ***********************************************************************
 MR0691  DESIGNATION -  WATTON
 MR0691  PID         -  MR0691
 MR0691  STATE/COUNTY-  UT/RICH
 MR0691  COUNTRY     -  US
 MR0691  USGS QUAD   -  MEACHUM RIDGE (2017)
 MR0691
 MR0691                         *CURRENT SURVEY CONTROL
 MR0691  ______________________________________________________________________
 MR0691* NAD 83(1994) POSITION- 41 29 51.05684(N) 111 21 24.70643(W)   ADJUSTED
 MR0691* NAVD 88 ORTHO HEIGHT -  2367.3   (meters)     7767.    (feet) VERTCON3
 MR0691  ______________________________________________________________________
 MR0691  GEOID HEIGHT    -        -14.989 (meters)                     GEOID18
 MR0691  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 MR0691  HORZ ORDER      -  THIRD
 MR0691
 MR0691.The horizontal coordinates were established by classical geodetic methods
 MR0691.and adjusted by the National Geodetic Survey in November 1997.
 MR0691
 MR0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0691
 MR0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0691.GEOID18 height accuracy estimate available here.
 MR0691
 MR0691.Click photographs - Photos may exist for this station.
 MR0691
 MR0691.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0691
 MR0691. The following values were computed from the NAD 83(1994) position.
 MR0691
 MR0691;                    North         East     Units Scale Factor Converg.
 MR0691;SPC UT N     - 1,129,293.784   511,951.446   MT  0.99996609   +0 05 39.8
 MR0691;SPC UT N     - 3,705,024.69  1,679,627.37   sFT  0.99996609   +0 05 39.8
 MR0691;UTM  12      - 4,594,049.889   470,214.072   MT  0.99961092   -0 14 11.2
 MR0691
 MR0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0691!SPC UT N     -   0.99963118  x   0.99996609  =   0.99959728
 MR0691!UTM  12      -   0.99963118  x   0.99961092  =   0.99924224
 MR0691
 MR0691:                Primary Azimuth Mark                     Grid Az
 MR0691:SPC UT N     -  BIRCH                                    084 16 10.1
 MR0691:UTM  12      -  BIRCH                                    084 36 01.1
 MR0691
 MR0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL7021494049(NAD 83)
 MR0691
 MR0691|---------------------------------------------------------------------|
 MR0691| PID    Reference Object                     Distance      Geod. Az  |
 MR0691|                                                           dddmmss.s |
 MR0691| MR0666 BIRCH                               APPROX. 7.3 KM 0842149.9 |
 MR0691|---------------------------------------------------------------------|
 MR0691
 MR0691                          SUPERSEDED SURVEY CONTROL
 MR0691
 MR0691  NAD 83(1993)-  41 29 51.05681(N)    111 21 24.70635(W) AD(       ) 3
 MR0691  NAD 83(1986)-  41 29 51.04584(N)    111 21 24.69666(W) AD(       ) 3
 MR0691  NAD 27      -  41 29 51.25842(N)    111 21 21.97299(W) AD(       ) 3
 MR0691  NGVD 29 (07/19/86) 2365.9    (m)         7762.     (f) VERT ANG       
 MR0691
 MR0691.Superseded values are not recommended for survey control.
 MR0691
 MR0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0691.See file dsdata.pdf to determine how the superseded data were derived.
 MR0691
 MR0691
 MR0691  HISTORY     - Date     Condition        Report By
 MR0691  HISTORY     - 1966     MONUMENTED       USGS
 MR0691  HISTORY     - 1967     GOOD             USGS
 MR0691
 MR0691                          STATION DESCRIPTION
 MR0691
 MR0691'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 MR0691'LOCATED 28 MI. SW. OF RANDOLPH, 12 MI. W. OF WOODRUFF, ON THE TOP OF A
 MR0691'RIDGE W. OF WOODRUFF RESERVOIR.
 MR0691'
 MR0691'TO REACH FROM THE INTERSECTION OF HIGHWAYS 89 AND 39 AT WOODRUFF, GO W
 MR0691'W. ON HIGHWAY 39 FOR 10.1 MI. TO TRACK RD. RIGHT, GO N., 0.8 MI. OVER
 MR0691'RIDGE AND ONTO SECOND RIDGE TO TRAIL FORKS,  TAKE TRAIL LEFT W. 1.2
 MR0691'MI. TO TOP AND STATION.
 MR0691'
 MR0691'STATION MARK - STANDARD USGS TABLET STAMPED ---WATTON 1966--- CEMENTED
 MR0691'IN ROCK OUTCROP.
 MR0691'
 MR0691'REFERENCE MARK NO.1 - STANDARD USGS TABLET STAMPED ---NO.1 1966---
 MR0691'CEMENTED IN DRILL HOLE IN ROCK, 40.92 FT. FROM STATION MARK AND 0.22
 MR0691'FT. LOWER, S 68 DEG 23 MIN 02 SEC W.
 MR0691'
 MR0691'REFERENCE MARK NO.2 - STANDARD USGS TABLET STAMPED ---NO.2 1966---
 MR0691'CEMENTED IN DRILL HOLE IN ROCK 41.91 FT. FROM STATION MARK AND 0.48
 MR0691'FT. LOWER, N 63 DEG 53 MIN 07 SEC W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0738 ***********************************************************************
 LO0738  DESIGNATION -  WAY
 LO0738  PID         -  LO0738
 LO0738  STATE/COUNTY-  UT/WASATCH
 LO0738  COUNTRY     -  US
 LO0738  USGS QUAD   -  JIMMIES POINT (2017)
 LO0738
 LO0738                         *CURRENT SURVEY CONTROL
 LO0738  ______________________________________________________________________
 LO0738* NAD 83(1994) POSITION- 40 15 28.42756(N) 111 05 38.53574(W)   ADJUSTED
 LO0738* NAVD 88 ORTHO HEIGHT -  2851.9   (meters)     9357.    (feet) VERTCON3
 LO0738  ______________________________________________________________________
 LO0738  GEOID HEIGHT    -        -15.468 (meters)                     GEOID18
 LO0738  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 LO0738  HORZ ORDER      -  FIRST
 LO0738
 LO0738.The horizontal coordinates were established by classical geodetic methods
 LO0738.and adjusted by the National Geodetic Survey in November 1997.
 LO0738
 LO0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0738
 LO0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0738.GEOID18 height accuracy estimate available here.
 LO0738
 LO0738.Click photographs - Photos may exist for this station.
 LO0738
 LO0738.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0738
 LO0738. The following values were computed from the NAD 83(1994) position.
 LO0738
 LO0738;                    North         East     Units Scale Factor Converg.
 LO0738;SPC UT C     - 2,213,743.302   534,533.243   MT  0.99992601   +0 15 36.2
 LO0738;SPC UT C     - 7,262,922.82  1,753,714.48   sFT  0.99992601   +0 15 36.2
 LO0738;UTM  12      - 4,456,386.093   492,003.249   MT  0.99960079   -0 03 38.8
 LO0738
 LO0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0738!SPC UT C     -   0.99955523  x   0.99992601  =   0.99948128
 LO0738!UTM  12      -   0.99955523  x   0.99960079  =   0.99915620
 LO0738
 LO0738:                Primary Azimuth Mark                     Grid Az
 LO0738:SPC UT C     -  WAY AZ MK                                341 35 19.9
 LO0738:UTM  12      -  WAY AZ MK                                341 54 34.9
 LO0738
 LO0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK9200356386(NAD 83)
 LO0738
 LO0738|---------------------------------------------------------------------|
 LO0738| PID    Reference Object                     Distance      Geod. Az  |
 LO0738|                                                           dddmmss.s |
 LO0738| CM6740 WAY RM 1                             13.161 METERS 07254     |
 LO0738| CM6741 WAY RM 2                             14.518 METERS 15333     |
 LO0738| CM6739 WAY AZ MK                                          3415056.1 |
 LO0738|---------------------------------------------------------------------|
 LO0738
 LO0738                          SUPERSEDED SURVEY CONTROL
 LO0738
 LO0738  NAD 83(1993)-  40 15 28.42693(N)    111 05 38.53409(W) AD(       ) 1
 LO0738  NAD 83(1986)-  40 15 28.41445(N)    111 05 38.52709(W) AD(       ) 1
 LO0738  NAD 27      -  40 15 28.58400(N)    111 05 35.91700(W) AD(       ) 1
 LO0738  NGVD 29 (07/19/86) 2850.4    (m)         9352.     (f) VERT ANG       
 LO0738
 LO0738.Superseded values are not recommended for survey control.
 LO0738
 LO0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0738.See file dsdata.pdf to determine how the superseded data were derived.
 LO0738
 LO0738_MARKER: DS = TRIANGULATION STATION DISK
 LO0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0738_STAMPING: WAY 1946
 LO0738_MARK LOGO: CGS
 LO0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0738+STABILITY: SURFACE MOTION
 LO0738
 LO0738  HISTORY     - Date     Condition        Report By
 LO0738  HISTORY     - 1946     MONUMENTED       CGS
 LO0738
 LO0738                          STATION DESCRIPTION
 LO0738
 LO0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LO0738'THE STATION IS LOCATED ON A BARE ROCKY RIDGE.  ON SLIGHTLY LOWER
 LO0738'GROUND THAN THE AREA TO THE SOUTHEAST.  ABOUT MIDWAY OF THE
 LO0738'RIDGE BETWEEN TROUT CREEK AND COW HOLLOW, WHICH ARE SHORT CREEKS
 LO0738'THAT EMPTY INTO THE STRAWBERRY RESERVOIR.  ABOUT 2 MILES AIRLINE
 LO0738'SOUTHEAST OF HEBER.  ABOUT 2 MILES AIRLINE NORTHEAST OF THE
 LO0738'RESERVOIR. 6 FEET NORTH OF A SMALL ROCK CAIRN.  PROJECTS 3 INCHES AND
 LO0738'IS STAMPED WAY 1946.
 LO0738'
 LO0738'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN THE
 LO0738'STATION, PROJECTS 3 INCHES AND IS STAMPED WAY NO 1 1946.
 LO0738'
 LO0738'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 LO0738'THE STATION, PROJECTS 2 INCHES AND IS STAMPED WAY NO 2 1946.
 LO0738'
 LO0738'THE AZIMUTH MARK IS 53 PACES SOUTHWEST OF ROAD TO STATION,
 LO0738'75 FEET SOUTHWEST OF CREST OF RIDGE AND ABOUT 6 FEET LOWER,
 LO0738'3 FEET WEST OF A SMALL ROCK CAIRN, PROJECTS 3 INCHES AND IS
 LO0738'STAMPED WAY 1946.
 LO0738'
 LO0738'TO REACH FROM STRAWBERRY JUNCTION, LOCATED 48 MILES WEST OF
 LO0738'DUCHESNE ON U.S. HIGHWAY 40.  GO EAST ON U.S. HIGHWAY 40 FOR
 LO0738'3.4 MILES TO A ROAD LEFT AT A DEEP CUT IN HIGHWAY.  TURN LEFT
 LO0738'EAST AND GO 0.3 MILE TO A FORK JUST AFTER PASSING THROUGH
 LO0738'ANOTHER DEEP CUT.  TURN LEFT (N) AND GO 1.1 MILE TO FORK.
 LO0738'TAKE RIGHT FORK CROSSING SMALL STREAM FOR 0.1 MILE TO OLD SAW
 LO0738'MILL.  CONTINUE ON ROAD UP TROUT CREEK FOR 3.6 MILES TO A
 LO0738'ROAD RIGHT AND A TRIANGLE BLAZE ON TREE.  TURN RIGHT FOR 0.3
 LO0738'MILE TO A FORK.  KEEP RIGHT FORK FOR 0.7 MILE TO FORK.  TAKE
 LO0738'THE RIGHT FORK, LEAVING MAIN TRAVELED ROAD, AND GO 0.5 MILE TO
 LO0738'AZIMUTH MARK AS DESCRIBED ABOVE.  CONTINUE STRAIGHT AHEAD
 LO0738'FOR 0.4 MILE TO STATION SITE ON RIGHT AS DESCRIBED ABOVE.  A
 LO0738'DRIVE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5502 ***********************************************************************
 DR5502  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5502  DESIGNATION -  WC 1 RESET
 DR5502  PID         -  DR5502
 DR5502  STATE/COUNTY-  UT/WEBER
 DR5502  COUNTRY     -  US
 DR5502  USGS QUAD   -  PLAIN CITY (2017)
 DR5502
 DR5502                         *CURRENT SURVEY CONTROL
 DR5502  ______________________________________________________________________
 DR5502* NAD 83(2011) POSITION- 41 20 09.49539(N) 112 02 50.98037(W)   ADJUSTED
 DR5502* NAD 83(2011) ELLIP HT-  1275.320 (meters)        (07/08/20)   ADJUSTED
 DR5502* NAD 83(2011) EPOCH   -  2010.00
 DR5502* NAVD 88 ORTHO HEIGHT -  1291.94  (meters)     4238.6   (feet) GPS OBS
 DR5502  ______________________________________________________________________
 DR5502  GEOID HEIGHT    -        -16.603 (meters)                     GEOID18
 DR5502  NAD 83(2011) X  - -1,800,669.307 (meters)                     COMP
 DR5502  NAD 83(2011) Y  - -4,446,198.070 (meters)                     COMP
 DR5502  NAD 83(2011) Z  -  4,191,353.291 (meters)                     COMP
 DR5502  LAPLACE CORR    -          9.62  (seconds)                    DEFLEC18
 DR5502
 DR5502  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5502  Standards:
 DR5502         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5502            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5502  -------------------------------------------------------------------
 DR5502  NETWORK    0.73   1.39           0.33   0.26   0.71     -0.02308161
 DR5502  -------------------------------------------------------------------
 DR5502  Click here for local accuracies and other accuracy information.
 DR5502
 DR5502.The horizontal coordinates were established by GPS observations
 DR5502.and adjusted by the National Geodetic Survey in July 2020.
 DR5502
 DR5502.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5502.been affixed to the stable North American tectonic plate. See 
 DR5502.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5502
 DR5502.The horizontal coordinates are valid at the epoch date displayed above
 DR5502.which is a decimal equivalence of Year/Month/Day.
 DR5502
 DR5502.The orthometric height was determined by GPS observations and a
 DR5502.high-resolution geoid model using precise GPS observation and
 DR5502.processing techniques.
 DR5502
 DR5502.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5502.GEOID18 height accuracy estimate available here.
 DR5502
 DR5502.Click photographs - Photos may exist for this station.
 DR5502
 DR5502.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5502
 DR5502.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5502
 DR5502.The ellipsoidal height was determined by GPS observations
 DR5502.and is referenced to NAD 83.
 DR5502
 DR5502. The following values were computed from the NAD 83(2011) position.
 DR5502
 DR5502;                    North         East     Units Scale Factor Converg.
 DR5502;SPC UT N     - 1,111,487.511   454,173.373   MT  0.99995794   -0 21 39.6
 DR5502;SPC UT N     - 3,646,605.28  1,490,067.14   sFT  0.99995794   -0 21 39.6
 DR5502;UTM  12      - 4,576,583.316   412,352.327   MT  0.99969454   -0 41 30.8
 DR5502
 DR5502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5502!SPC UT N     -   0.99980000  x   0.99995794  =   0.99975795
 DR5502!UTM  12      -   0.99980000  x   0.99969454  =   0.99949460
 DR5502
 DR5502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1235276583(NAD 83)
 DR5502
 DR5502                          SUPERSEDED SURVEY CONTROL
 DR5502
 DR5502.No superseded survey control is available for this station.
 DR5502
 DR5502_MARKER: DB = BENCH MARK DISK
 DR5502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5502_STAMPING: WC 1 RESET 2005
 DR5502_MARK LOGO: UT-057
 DR5502_PROJECTION: FLUSH
 DR5502_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR5502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5502+STABILITY: SURFACE MOTION
 DR5502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5502+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2016
 DR5502
 DR5502  HISTORY     - Date     Condition        Report By
 DR5502  HISTORY     - 2005     MONUMENTED       UT-057
 DR5502  HISTORY     - 20160630 GOOD             UT-057
 DR5502
 DR5502                          STATION DESCRIPTION
 DR5502
 DR5502'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5502'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) SOUTH OF WILLARD, 5.0 MI
 DR5502'(8.0 KM) WEST-NORTHWEST OF NORTH OGDEN AND 3.3 MI (5.3 KM) NORTHEAST
 DR5502'OF PLAIN CITY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5502'
 DR5502'TO REACH FROM THE INTERSECTION OF 4000 NORTH AND 2800 WEST FARR WEST
 DR5502'UT STATION IS LOCATED NORTHEAST CORNER OF OF THE T INTERSECTION.
 DR5502'
 DR5502'IT IS 30.0 FT (9.1 M) NORTH OF THE CENTERLINE OF 4000 NORTH STREET, 25
 DR5502'FT (7.6 M) EAST OF THE CENTERLINE OF A DIRT LANE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5503 ***********************************************************************
 DR5503  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5503  DESIGNATION -  WC 10
 DR5503  PID         -  DR5503
 DR5503  STATE/COUNTY-  UT/WEBER
 DR5503  COUNTRY     -  US
 DR5503  USGS QUAD   -  ROY (2017)
 DR5503
 DR5503                         *CURRENT SURVEY CONTROL
 DR5503  ______________________________________________________________________
 DR5503* NAD 83(2011) POSITION- 41 14 47.41083(N) 112 06 59.66937(W)   ADJUSTED
 DR5503* NAD 83(2011) ELLIP HT-  1272.541 (meters)        (07/08/20)   ADJUSTED
 DR5503* NAD 83(2011) EPOCH   -  2010.00
 DR5503* NAVD 88 ORTHO HEIGHT -  1289.51  (meters)     4230.7   (feet) GPS OBS
 DR5503  ______________________________________________________________________
 DR5503  GEOID HEIGHT    -        -16.951 (meters)                     GEOID18
 DR5503  NAD 83(2011) X  - -1,808,496.978 (meters)                     COMP
 DR5503  NAD 83(2011) Y  - -4,450,097.452 (meters)                     COMP
 DR5503  NAD 83(2011) Z  -  4,183,884.199 (meters)                     COMP
 DR5503  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 DR5503
 DR5503  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5503  Standards:
 DR5503         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5503            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5503  -------------------------------------------------------------------
 DR5503  NETWORK    0.81   1.55           0.36   0.30   0.79      0.00604668
 DR5503  -------------------------------------------------------------------
 DR5503  Click here for local accuracies and other accuracy information.
 DR5503
 DR5503.The horizontal coordinates were established by GPS observations
 DR5503.and adjusted by the National Geodetic Survey in July 2020.
 DR5503
 DR5503.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5503.been affixed to the stable North American tectonic plate. See 
 DR5503.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5503
 DR5503.The horizontal coordinates are valid at the epoch date displayed above
 DR5503.which is a decimal equivalence of Year/Month/Day.
 DR5503
 DR5503.The orthometric height was determined by GPS observations and a
 DR5503.high-resolution geoid model using precise GPS observation and
 DR5503.processing techniques.
 DR5503
 DR5503.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5503.GEOID18 height accuracy estimate available here.
 DR5503
 DR5503.Click photographs - Photos may exist for this station.
 DR5503
 DR5503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5503
 DR5503.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5503
 DR5503.The ellipsoidal height was determined by GPS observations
 DR5503.and is referenced to NAD 83.
 DR5503
 DR5503. The following values were computed from the NAD 83(2011) position.
 DR5503
 DR5503;                    North         East     Units Scale Factor Converg.
 DR5503;SPC UT N     - 1,101,590.648   448,320.778   MT  0.99995684   -0 24 23.6
 DR5503;SPC UT N     - 3,614,135.32  1,470,865.75   sFT  0.99995684   -0 24 23.6
 DR5503;UTM  12      - 4,566,722.882   406,444.291   MT  0.99970772   -0 44 10.4
 DR5503
 DR5503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5503!SPC UT N     -   0.99980043  x   0.99995684  =   0.99975728
 DR5503!UTM  12      -   0.99980043  x   0.99970772  =   0.99950821
 DR5503
 DR5503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0644466722(NAD 83)
 DR5503
 DR5503                          SUPERSEDED SURVEY CONTROL
 DR5503
 DR5503.No superseded survey control is available for this station.
 DR5503
 DR5503_MARKER: DB = BENCH MARK DISK
 DR5503_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR5503_SP_SET: IN BRIDGE ABUTMENT
 DR5503_STAMPING: WC 10 1985
 DR5503_MARK LOGO: UT-057
 DR5503_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR5503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5503+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2016
 DR5503
 DR5503  HISTORY     - Date     Condition        Report By
 DR5503  HISTORY     - 1985     MONUMENTED       UT-057
 DR5503  HISTORY     - 20161016 GOOD             UT-057
 DR5503
 DR5503                          STATION DESCRIPTION
 DR5503
 DR5503'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5503'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTHWEST OF ROY PARK
 DR5503'ADDITION SUBDIVISION, 6.9 MI (11.1 KM) NORTH-NORTHWEST OF ROY WEST
 DR5503'SUBDIVISION AND 3.9 MI (6.3 KM) SOUTH-SOUTHWEST OF PLAIN CITY.
 DR5503'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5503'
 DR5503'TO REACH FROM THE INTERSECTION OF 5900 WEST AND 900 SOUTH PROCEED
 DR5503'SOUTH 0.3 MI (0.5 KM) WEST TO A BRIDGE CROSSING THE WEBER RIVER.TO THE
 DR5503'STATION ON THE LEFT.
 DR5503'
 DR5503'STATION IS IN WEST END OF THE SOUTH BRIDGE ABUTMENT.  STATION IS IN
 DR5503'THE TOP OF A 3.0 FT (0.9 M) HIGH RETAINING WALL OF THE BRIDGE OVER THE
 DR5503'WEBER RIVER AND 15.9 FT (4.8 M) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 DR5503'900 SOUTH STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5504 ***********************************************************************
 DR5504  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5504  DESIGNATION -  WC 101
 DR5504  PID         -  DR5504
 DR5504  STATE/COUNTY-  UT/WEBER
 DR5504  COUNTRY     -  US
 DR5504  USGS QUAD   -  ROY (2017)
 DR5504
 DR5504                         *CURRENT SURVEY CONTROL
 DR5504  ______________________________________________________________________
 DR5504* NAD 83(2011) POSITION- 41 12 18.94847(N) 112 04 16.75576(W)   ADJUSTED
 DR5504* NAD 83(2011) ELLIP HT-  1279.312 (meters)        (07/08/20)   ADJUSTED
 DR5504* NAD 83(2011) EPOCH   -  2010.00
 DR5504* NAVD 88 ORTHO HEIGHT -  1296.34  (meters)     4253.1   (feet) GPS OBS
 DR5504  ______________________________________________________________________
 DR5504  GEOID HEIGHT    -        -17.009 (meters)                     GEOID18
 DR5504  NAD 83(2011) X  - -1,806,117.922 (meters)                     COMP
 DR5504  NAD 83(2011) Y  - -4,454,326.900 (meters)                     COMP
 DR5504  NAD 83(2011) Z  -  4,180,443.279 (meters)                     COMP
 DR5504  LAPLACE CORR    -          2.97  (seconds)                    DEFLEC18
 DR5504
 DR5504  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5504  Standards:
 DR5504         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5504            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5504  -------------------------------------------------------------------
 DR5504  NETWORK    0.86   1.76           0.38   0.32   0.90     -0.09004701
 DR5504  -------------------------------------------------------------------
 DR5504  Click here for local accuracies and other accuracy information.
 DR5504
 DR5504.The horizontal coordinates were established by GPS observations
 DR5504.and adjusted by the National Geodetic Survey in July 2020.
 DR5504
 DR5504.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5504.been affixed to the stable North American tectonic plate. See 
 DR5504.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5504
 DR5504.The horizontal coordinates are valid at the epoch date displayed above
 DR5504.which is a decimal equivalence of Year/Month/Day.
 DR5504
 DR5504.The orthometric height was determined by GPS observations and a
 DR5504.high-resolution geoid model using precise GPS observation and
 DR5504.processing techniques.
 DR5504
 DR5504.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5504.GEOID18 height accuracy estimate available here.
 DR5504
 DR5504.Click photographs - Photos may exist for this station.
 DR5504
 DR5504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5504
 DR5504.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5504
 DR5504.The ellipsoidal height was determined by GPS observations
 DR5504.and is referenced to NAD 83.
 DR5504
 DR5504. The following values were computed from the NAD 83(2011) position.
 DR5504
 DR5504;                    North         East     Units Scale Factor Converg.
 DR5504;SPC UT N     - 1,096,985.026   452,083.630   MT  0.99995715   -0 22 36.1
 DR5504;SPC UT N     - 3,599,025.04  1,483,211.04   sFT  0.99995715   -0 22 36.1
 DR5504;UTM  12      - 4,562,096.877   410,179.657   MT  0.99969929   -0 42 20.8
 DR5504
 DR5504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5504!SPC UT N     -   0.99979937  x   0.99995715  =   0.99975653
 DR5504!UTM  12      -   0.99979937  x   0.99969929  =   0.99949872
 DR5504
 DR5504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1017962096(NAD 83)
 DR5504
 DR5504                          SUPERSEDED SURVEY CONTROL
 DR5504
 DR5504.No superseded survey control is available for this station.
 DR5504
 DR5504_MARKER: DB = BENCH MARK DISK
 DR5504_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR5504_SP_SET: BRIDGE
 DR5504_STAMPING: WC 101 1985
 DR5504_MARK LOGO: UT-057
 DR5504_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR5504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5504+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2016
 DR5504
 DR5504  HISTORY     - Date     Condition        Report By
 DR5504  HISTORY     - 1985     MONUMENTED       UT-057
 DR5504  HISTORY     - 20160805 GOOD             UT-057
 DR5504
 DR5504                          STATION DESCRIPTION
 DR5504
 DR5504'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5504'THE STATION IS LOCATED ABOUT 3.8 MI (6.1 KM) NORTHWEST OF ROY, 3.4 MI
 DR5504'(5.5 KM) NORTHWEST OF ROY PARK ADDITION SUBDIVISION AND 3.4 MI (5.5
 DR5504'KM) NORTH-NORTHWEST OF ROY WEST SUBDIVISION.  OWNERSHIP--ROAD
 DR5504'RIGHT-OF-WAY.
 DR5504'
 DR5504'TO REACH FROM THE INTERSECTION OF 3500 WEST AND 3300 PROCEED WEST
 DR5504'APPROXIMATELY 1750 FT (533.4 M) WEST TO THE CROSSING OF THE HOOPER
 DR5504'CANAL.  THE APPROXIMATE ADDRESS OF   THE STATION IS 3794 WEST 3300
 DR5504'SOUTH, OGDEN, UT.
 DR5504'
 DR5504'MARK IS SET IN THE CENTER OF THE EAST TO WEST RUNNING CONCRETE
 DR5504'ABUTMENT ON THE SOUTH SIDE OF 3300 SOUTH, 16.6 FT (5.1 M)
 DR5504'SOUTH-SOUTHEAST OF A 6X6 FENCE POST, 12.2 FT (3.7 M) SOUTH OF THE
 DR5504'CENTERLINE OF 3300 SOUTH STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5505 ***********************************************************************
 DR5505  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5505  DESIGNATION -  WC 103
 DR5505  PID         -  DR5505
 DR5505  STATE/COUNTY-  UT/WEBER
 DR5505  COUNTRY     -  US
 DR5505  USGS QUAD   -  ROY (2017)
 DR5505
 DR5505                         *CURRENT SURVEY CONTROL
 DR5505  ______________________________________________________________________
 DR5505* NAD 83(2011) POSITION- 41 11 26.93437(N) 112 01 33.72418(W)   ADJUSTED
 DR5505* NAD 83(2011) ELLIP HT-  1347.385 (meters)        (07/08/20)   ADJUSTED
 DR5505* NAD 83(2011) EPOCH   -  2010.00
 DR5505* NAVD 88 ORTHO HEIGHT -  1364.33  (meters)     4476.1   (feet) GPS OBS
 DR5505  ______________________________________________________________________
 DR5505  GEOID HEIGHT    -        -16.926 (meters)                     GEOID18
 DR5505  NAD 83(2011) X  - -1,803,012.317 (meters)                     COMP
 DR5505  NAD 83(2011) Y  - -4,456,780.501 (meters)                     COMP
 DR5505  NAD 83(2011) Z  -  4,179,280.504 (meters)                     COMP
 DR5505  LAPLACE CORR    -          6.51  (seconds)                    DEFLEC18
 DR5505
 DR5505  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5505  Standards:
 DR5505         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5505            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5505  -------------------------------------------------------------------
 DR5505  NETWORK    0.99   2.04           0.44   0.36   1.04     -0.14497085
 DR5505  -------------------------------------------------------------------
 DR5505  Click here for local accuracies and other accuracy information.
 DR5505
 DR5505.The horizontal coordinates were established by GPS observations
 DR5505.and adjusted by the National Geodetic Survey in July 2020.
 DR5505
 DR5505.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5505.been affixed to the stable North American tectonic plate. See 
 DR5505.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5505
 DR5505.The horizontal coordinates are valid at the epoch date displayed above
 DR5505.which is a decimal equivalence of Year/Month/Day.
 DR5505
 DR5505.The orthometric height was determined by GPS observations and a
 DR5505.high-resolution geoid model using precise GPS observation and
 DR5505.processing techniques.
 DR5505
 DR5505.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5505.GEOID18 height accuracy estimate available here.
 DR5505
 DR5505.Click photographs - Photos may exist for this station.
 DR5505
 DR5505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5505
 DR5505.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5505
 DR5505.The ellipsoidal height was determined by GPS observations
 DR5505.and is referenced to NAD 83.
 DR5505
 DR5505. The following values were computed from the NAD 83(2011) position.
 DR5505
 DR5505;                    North         East     Units Scale Factor Converg.
 DR5505;SPC UT N     - 1,095,356.540   455,872.025   MT  0.99995739   -0 20 48.6
 DR5505;SPC UT N     - 3,593,682.25  1,495,640.14   sFT  0.99995739   -0 20 48.6
 DR5505;UTM  12      - 4,560,447.097   413,957.649   MT  0.99969111   -0 40 32.7
 DR5505
 DR5505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5505!SPC UT N     -   0.99978870  x   0.99995739  =   0.99974610
 DR5505!UTM  12      -   0.99978870  x   0.99969111  =   0.99947987
 DR5505
 DR5505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1395760447(NAD 83)
 DR5505
 DR5505                          SUPERSEDED SURVEY CONTROL
 DR5505
 DR5505.No superseded survey control is available for this station.
 DR5505
 DR5505_MARKER: DB = BENCH MARK DISK
 DR5505_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5505_SP_SET: TOP OF CURB
 DR5505_STAMPING: WC 103 1985
 DR5505_MARK LOGO: UT-057
 DR5505_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5505+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2016
 DR5505
 DR5505  HISTORY     - Date     Condition        Report By
 DR5505  HISTORY     - 1985     MONUMENTED       UT-057
 DR5505  HISTORY     - 20160915 GOOD             UT-057
 DR5505
 DR5505                          STATION DESCRIPTION
 DR5505
 DR5505'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5505'THE STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) NORTHEAST OF ROY WEST
 DR5505'SUBDIVISION, 2.0 MI (3.2 KM) NORTH OF ROY AND 1.8 MI (2.9 KM) NORTH OF
 DR5505'ROY PARK ADDITION SUBDIVISION.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5505'
 DR5505'STATION IS LOCATED IN AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 DR5505'4000 SOUTH AND 1900 WEST IN ROY, UT.
 DR5505'
 DR5505'IT IS 46 FT (14.0 M) EAST OF ENTRANCE TO A GAS STATION, 4 FT (1.2 M)
 DR5505'WEST OF A UTILITY POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5506 ***********************************************************************
 DR5506  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5506  DESIGNATION -  WC 104
 DR5506  PID         -  DR5506
 DR5506  STATE/COUNTY-  UT/WEBER
 DR5506  COUNTRY     -  US
 DR5506  USGS QUAD   -  ROY (2017)
 DR5506
 DR5506                         *CURRENT SURVEY CONTROL
 DR5506  ______________________________________________________________________
 DR5506* NAD 83(2011) POSITION- 41 10 34.54083(N) 112 01 34.44899(W)   ADJUSTED
 DR5506* NAD 83(2011) ELLIP HT-  1361.802 (meters)        (07/08/20)   ADJUSTED
 DR5506* NAD 83(2011) EPOCH   -  2010.00
 DR5506* NAVD 88 ORTHO HEIGHT -  1378.76  (meters)     4523.5   (feet) GPS OBS
 DR5506  ______________________________________________________________________
 DR5506  GEOID HEIGHT    -        -16.936 (meters)                     GEOID18
 DR5506  NAD 83(2011) X  - -1,803,431.275 (meters)                     COMP
 DR5506  NAD 83(2011) Y  - -4,457,771.046 (meters)                     COMP
 DR5506  NAD 83(2011) Z  -  4,178,073.301 (meters)                     COMP
 DR5506  LAPLACE CORR    -          5.85  (seconds)                    DEFLEC18
 DR5506
 DR5506  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5506  Standards:
 DR5506         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5506            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5506  -------------------------------------------------------------------
 DR5506  NETWORK    1.23   2.51           0.50   0.47   1.28     -0.47523634
 DR5506  -------------------------------------------------------------------
 DR5506  Click here for local accuracies and other accuracy information.
 DR5506
 DR5506.The horizontal coordinates were established by GPS observations
 DR5506.and adjusted by the National Geodetic Survey in July 2020.
 DR5506
 DR5506.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5506.been affixed to the stable North American tectonic plate. See 
 DR5506.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5506
 DR5506.The horizontal coordinates are valid at the epoch date displayed above
 DR5506.which is a decimal equivalence of Year/Month/Day.
 DR5506
 DR5506.The orthometric height was determined by GPS observations and a
 DR5506.high-resolution geoid model using precise GPS observation and
 DR5506.processing techniques.
 DR5506
 DR5506.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5506.GEOID18 height accuracy estimate available here.
 DR5506
 DR5506.Click photographs - Photos may exist for this station.
 DR5506
 DR5506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5506
 DR5506.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5506
 DR5506.The ellipsoidal height was determined by GPS observations
 DR5506.and is referenced to NAD 83.
 DR5506
 DR5506. The following values were computed from the NAD 83(2011) position.
 DR5506
 DR5506;                    North         East     Units Scale Factor Converg.
 DR5506;SPC UT N     - 1,093,740.436   455,845.348   MT  0.99995768   -0 20 49.1
 DR5506;SPC UT N     - 3,588,380.08  1,495,552.61   sFT  0.99995768   -0 20 49.1
 DR5506;UTM  12      - 4,558,831.604   413,921.707   MT  0.99969119   -0 40 32.5
 DR5506
 DR5506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5506!SPC UT N     -   0.99978644  x   0.99995768  =   0.99974413
 DR5506!UTM  12      -   0.99978644  x   0.99969119  =   0.99947769
 DR5506
 DR5506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1392158831(NAD 83)
 DR5506
 DR5506                          SUPERSEDED SURVEY CONTROL
 DR5506
 DR5506.No superseded survey control is available for this station.
 DR5506
 DR5506_MARKER: DB = BENCH MARK DISK
 DR5506_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5506_SP_SET: BACK OF CURB
 DR5506_STAMPING: WC 104 1985
 DR5506_MARK LOGO: UT-057
 DR5506_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5506
 DR5506  HISTORY     - Date     Condition        Report By
 DR5506  HISTORY     - 1985     MONUMENTED       UT-057
 DR5506  HISTORY     - 20160914 GOOD             UT-057
 DR5506
 DR5506                          STATION DESCRIPTION
 DR5506
 DR5506'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5506'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTHEAST OF ROY WEST
 DR5506'SUBDIVISION, 1.0 MI (1.6 KM) NORTH OF ROY AND 0.8 MI (1.3 KM)
 DR5506'NORTH-NORTHEAST OF ROY PARK ADDITION SUBDIVISION.  OWNERSHIP--ROAD
 DR5506'RIGHT-OF-WAY.
 DR5506'
 DR5506'STATION IS LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF 4800
 DR5506'SOUTH AND 1900 WES, ROY UT.
 DR5506'
 DR5506'IT IS 27 FT (8.2 M) SOUTH OF A SIGN, 17 FT (5.2 M) WEST OF A LIGHT
 DR5506'POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5507 ***********************************************************************
 DR5507  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5507  DESIGNATION -  WC 105
 DR5507  PID         -  DR5507
 DR5507  STATE/COUNTY-  UT/WEBER
 DR5507  COUNTRY     -  US
 DR5507  USGS QUAD   -  ROY (2017)
 DR5507
 DR5507                         *CURRENT SURVEY CONTROL
 DR5507  ______________________________________________________________________
 DR5507* NAD 83(2011) POSITION- 41 14 03.92420(N) 112 04 59.72265(W)   ADJUSTED
 DR5507* NAD 83(2011) ELLIP HT-  1275.074 (meters)        (07/08/20)   ADJUSTED
 DR5507* NAD 83(2011) EPOCH   -  2010.00
 DR5507* NAVD 88 ORTHO HEIGHT -  1292.07  (meters)     4239.1   (feet) GPS OBS
 DR5507  ______________________________________________________________________
 DR5507  GEOID HEIGHT    -        -16.975 (meters)                     GEOID18
 DR5507  NAD 83(2011) X  - -1,806,242.126 (meters)                     COMP
 DR5507  NAD 83(2011) Y  - -4,451,969.797 (meters)                     COMP
 DR5507  NAD 83(2011) Z  -  4,182,876.892 (meters)                     COMP
 DR5507  LAPLACE CORR    -          1.88  (seconds)                    DEFLEC18
 DR5507
 DR5507  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5507  Standards:
 DR5507         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5507            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5507  -------------------------------------------------------------------
 DR5507  NETWORK    0.73   1.43           0.33   0.26   0.73      0.00641774
 DR5507  -------------------------------------------------------------------
 DR5507  Click here for local accuracies and other accuracy information.
 DR5507
 DR5507.The horizontal coordinates were established by GPS observations
 DR5507.and adjusted by the National Geodetic Survey in July 2020.
 DR5507
 DR5507.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5507.been affixed to the stable North American tectonic plate. See 
 DR5507.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5507
 DR5507.The horizontal coordinates are valid at the epoch date displayed above
 DR5507.which is a decimal equivalence of Year/Month/Day.
 DR5507
 DR5507.The orthometric height was determined by GPS observations and a
 DR5507.high-resolution geoid model using precise GPS observation and
 DR5507.processing techniques.
 DR5507
 DR5507.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5507.GEOID18 height accuracy estimate available here.
 DR5507
 DR5507.Click photographs - Photos may exist for this station.
 DR5507
 DR5507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5507
 DR5507.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5507
 DR5507.The ellipsoidal height was determined by GPS observations
 DR5507.and is referenced to NAD 83.
 DR5507
 DR5507. The following values were computed from the NAD 83(2011) position.
 DR5507
 DR5507;                    North         East     Units Scale Factor Converg.
 DR5507;SPC UT N     - 1,100,229.912   451,104.378   MT  0.99995688   -0 23 04.5
 DR5507;SPC UT N     - 3,609,670.97  1,479,998.28   sFT  0.99995688   -0 23 04.5
 DR5507;UTM  12      - 4,565,346.503   409,219.317   MT  0.99970142   -0 42 50.6
 DR5507
 DR5507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5507!SPC UT N     -   0.99980004  x   0.99995688  =   0.99975693
 DR5507!UTM  12      -   0.99980004  x   0.99970142  =   0.99950152
 DR5507
 DR5507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0921965346(NAD 83)
 DR5507
 DR5507                          SUPERSEDED SURVEY CONTROL
 DR5507
 DR5507.No superseded survey control is available for this station.
 DR5507
 DR5507_MARKER: DB = BENCH MARK DISK
 DR5507_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR5507_SP_SET: IRRIGATION HEADWALL
 DR5507_STAMPING: WC 105 1985
 DR5507_MARK LOGO: UT-057
 DR5507_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DR5507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5507+STABILITY: SURFACE MOTION
 DR5507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5507+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2016
 DR5507
 DR5507  HISTORY     - Date     Condition        Report By
 DR5507  HISTORY     - 1985     MONUMENTED       UT-057
 DR5507  HISTORY     - 20160602 GOOD             UT-057
 DR5507
 DR5507                          STATION DESCRIPTION
 DR5507
 DR5507'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5507'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) NORTH-NORTHWEST OF ROY
 DR5507'WEST SUBDIVISION, 5.4 MI (8.7 KM) NORTH-NORTHWEST OF ROY PARK ADDITION
 DR5507'SUBDIVISION AND 4.4 MI (7.1 KM) SOUTH OF PLAIN CITY.  OWNERSHIP--ROAD
 DR5507'RIGHT-OF-WAY.
 DR5507'
 DR5507'STATION IS LOCATED AT THE SOUTHWEST CORNER 1800 SOUTH AND 4300 WEST.
 DR5507'
 DR5507'IT IS 33 FT (10.1 M) NORTH OF A BARBED WIRE FENCE, 10 FT (3.0 M) WEST
 DR5507'OF EDGE OF 4300 WEST STREET, 7 FT (2.1 M) EAST OF A BARBED WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5557 ***********************************************************************
 DR5557  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5557  DESIGNATION -  WC 107
 DR5557  PID         -  DR5557
 DR5557  STATE/COUNTY-  UT/WEBER
 DR5557  COUNTRY     -  US
 DR5557  USGS QUAD   -  ROY (2017)
 DR5557
 DR5557                         *CURRENT SURVEY CONTROL
 DR5557  ______________________________________________________________________
 DR5557* NAD 83(2011) POSITION- 41 09 50.50792(N) 112 07 21.36665(W)   ADJUSTED
 DR5557* NAD 83(2011) ELLIP HT-  1276.411 (meters)        (07/08/20)   ADJUSTED
 DR5557* NAD 83(2011) EPOCH   -  2010.00
 DR5557* NAVD 88 ORTHO HEIGHT -  1293.47  (meters)     4243.7   (feet) GPS OBS
 DR5557  ______________________________________________________________________
 DR5557  GEOID HEIGHT    -        -17.038 (meters)                     GEOID18
 DR5557  NAD 83(2011) X  - -1,811,238.881 (meters)                     COMP
 DR5557  NAD 83(2011) Y  - -4,455,500.555 (meters)                     COMP
 DR5557  NAD 83(2011) Z  -  4,176,994.344 (meters)                     COMP
 DR5557  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 DR5557
 DR5557  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5557  Standards:
 DR5557         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5557            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5557  -------------------------------------------------------------------
 DR5557  NETWORK    0.91   1.65           0.42   0.30   0.84     -0.00487280
 DR5557  -------------------------------------------------------------------
 DR5557  Click here for local accuracies and other accuracy information.
 DR5557
 DR5557.The horizontal coordinates were established by GPS observations
 DR5557.and adjusted by the National Geodetic Survey in July 2020.
 DR5557
 DR5557.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5557.been affixed to the stable North American tectonic plate. See 
 DR5557.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5557
 DR5557.The horizontal coordinates are valid at the epoch date displayed above
 DR5557.which is a decimal equivalence of Year/Month/Day.
 DR5557
 DR5557.The orthometric height was determined by GPS observations and a
 DR5557.high-resolution geoid model using precise GPS observation and
 DR5557.processing techniques.
 DR5557
 DR5557.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5557.GEOID18 height accuracy estimate available here.
 DR5557
 DR5557.Click photographs - Photos may exist for this station.
 DR5557
 DR5557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5557
 DR5557.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5557
 DR5557.The ellipsoidal height was determined by GPS observations
 DR5557.and is referenced to NAD 83.
 DR5557
 DR5557. The following values were computed from the NAD 83(2011) position.
 DR5557
 DR5557;                    North         East     Units Scale Factor Converg.
 DR5557;SPC UT N     - 1,092,435.597   447,750.000   MT  0.99995798   -0 24 37.9
 DR5557;SPC UT N     - 3,584,099.12  1,468,993.12   sFT  0.99995798   -0 24 37.9
 DR5557;UTM  12      - 4,557,573.537   405,821.098   MT  0.99970916   -0 44 20.3
 DR5557
 DR5557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5557!SPC UT N     -   0.99979983  x   0.99995798  =   0.99975781
 DR5557!UTM  12      -   0.99979983  x   0.99970916  =   0.99950904
 DR5557
 DR5557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0582157573(NAD 83)
 DR5557
 DR5557                          SUPERSEDED SURVEY CONTROL
 DR5557
 DR5557.No superseded survey control is available for this station.
 DR5557
 DR5557_MARKER: DB = BENCH MARK DISK
 DR5557_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR5557_SP_SET: RETAINING WALL
 DR5557_STAMPING: WC 107 1985
 DR5557_MARK LOGO: UT-057
 DR5557_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5557+STABILITY: SURFACE MOTION
 DR5557
 DR5557  HISTORY     - Date     Condition        Report By
 DR5557  HISTORY     - UNK      MONUMENTED       UT-057
 DR5557  HISTORY     - 20150722 GOOD             UT-057
 DR5557
 DR5557                          STATION DESCRIPTION
 DR5557
 DR5557'DESCRIBED BY WEBER COUNTY UTAH 2015 (DJM)
 DR5557'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) WEST OF ROY, 4.7 MI (7.6
 DR5557'KM) WEST OF ROY PARK ADDITION SUBDIVISION AND 3.5 MI (5.6 KM) WEST OF
 DR5557'ROY WEST SUBDIVISION.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5557'
 DR5557'MARK IS LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION OF 5500
 DR5557'SOUTH AND 5900 WEST, HOOPER, UT.
 DR5557'
 DR5557'IT IS 23 FT (7.0 M) EAST OF THE INTERSECTION OF 5500 SOUTH AND 5900
 DR5557'WEST, 13 FT (4.0 M) NORTH OF THE INTERSECTION OF 5500 SOUTH AND 5900
 DR5557'WEST AND SET SET IN CONCRETE BASE OF CHAIN LINK FENCE AT THE SOUTHWEST
 DR5557'CORNER OF THE HOOPER ELEMENTARY SCHOOL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5508 ***********************************************************************
 DR5508  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5508  DESIGNATION -  WC 108
 DR5508  PID         -  DR5508
 DR5508  STATE/COUNTY-  UT/WEBER
 DR5508  COUNTRY     -  US
 DR5508  USGS QUAD   -  OGDEN BAY (2017)
 DR5508
 DR5508                         *CURRENT SURVEY CONTROL
 DR5508  ______________________________________________________________________
 DR5508* NAD 83(2011) POSITION- 41 09 50.12762(N) 112 08 33.26922(W)   ADJUSTED
 DR5508* NAD 83(2011) ELLIP HT-  1275.020 (meters)        (07/08/20)   ADJUSTED
 DR5508* NAD 83(2011) EPOCH   -  2010.00
 DR5508* NAVD 88 ORTHO HEIGHT -  1292.06  (meters)     4239.0   (feet) GPS OBS
 DR5508  ______________________________________________________________________
 DR5508  GEOID HEIGHT    -        -17.020 (meters)                     GEOID18
 DR5508  NAD 83(2011) X  - -1,812,794.446 (meters)                     COMP
 DR5508  NAD 83(2011) Y  - -4,454,875.083 (meters)                     COMP
 DR5508  NAD 83(2011) Z  -  4,176,984.595 (meters)                     COMP
 DR5508  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 DR5508
 DR5508  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5508  Standards:
 DR5508         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5508            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5508  -------------------------------------------------------------------
 DR5508  NETWORK    0.35   0.69           0.16   0.12   0.35      0.07068629
 DR5508  -------------------------------------------------------------------
 DR5508  Click here for local accuracies and other accuracy information.
 DR5508
 DR5508.The horizontal coordinates were established by GPS observations
 DR5508.and adjusted by the National Geodetic Survey in July 2020.
 DR5508
 DR5508.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5508.been affixed to the stable North American tectonic plate. See 
 DR5508.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5508
 DR5508.The horizontal coordinates are valid at the epoch date displayed above
 DR5508.which is a decimal equivalence of Year/Month/Day.
 DR5508
 DR5508.The orthometric height was determined by GPS observations and a
 DR5508.high-resolution geoid model using precise GPS observation and
 DR5508.processing techniques.
 DR5508
 DR5508.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5508.GEOID18 height accuracy estimate available here.
 DR5508
 DR5508.Click photographs - Photos may exist for this station.
 DR5508
 DR5508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5508
 DR5508.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5508
 DR5508.The ellipsoidal height was determined by GPS observations
 DR5508.and is referenced to NAD 83.
 DR5508
 DR5508. The following values were computed from the NAD 83(2011) position.
 DR5508
 DR5508;                    North         East     Units Scale Factor Converg.
 DR5508;SPC UT N     - 1,092,436.068   446,073.775   MT  0.99995798   -0 25 25.3
 DR5508;SPC UT N     - 3,584,100.67  1,463,493.71   sFT  0.99995798   -0 25 25.3
 DR5508;UTM  12      - 4,557,583.614   404,145.317   MT  0.99971308   -0 45 07.6
 DR5508
 DR5508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5508!SPC UT N     -   0.99980004  x   0.99995798  =   0.99975803
 DR5508!UTM  12      -   0.99980004  x   0.99971308  =   0.99951318
 DR5508
 DR5508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0414557583(NAD 83)
 DR5508
 DR5508                          SUPERSEDED SURVEY CONTROL
 DR5508
 DR5508.No superseded survey control is available for this station.
 DR5508
 DR5508_MARKER: DB = BENCH MARK DISK
 DR5508_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5508_SP_SET: IRRIGATION DIVERSION
 DR5508_STAMPING: WC 108 1985
 DR5508_MARK LOGO: UT-057
 DR5508_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5508+STABILITY: SURFACE MOTION
 DR5508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5508+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2015
 DR5508
 DR5508  HISTORY     - Date     Condition        Report By
 DR5508  HISTORY     - 1985     MONUMENTED       UT-057
 DR5508  HISTORY     - 20150128 GOOD             UT-057
 DR5508
 DR5508                          STATION DESCRIPTION
 DR5508
 DR5508'DESCRIBED BY WEBER COUNTY UTAH 2015 (DJM)
 DR5508'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) WEST OF ROY, 5.7 MI (9.2
 DR5508'KM) WEST OF ROY PARK ADDITION SUBDIVISION AND 4.6 MI (7.4 KM) WEST OF
 DR5508'ROY WEST SUBDIVISION.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5508'
 DR5508'STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION 5500
 DR5508'SOUTH AND 6700 WEST.
 DR5508'
 DR5508'IT IS 27 FT (8.2 M) SOUTH OF THE CENTERLINE OF 5500 SOUTH STREET,
 DR5508'10.00 FT (3.0 M) WEST OF THE CENTERLINE OF 6700 WEST STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5558 ***********************************************************************
 DR5558  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5558  DESIGNATION -  WC 109
 DR5558  PID         -  DR5558
 DR5558  STATE/COUNTY-  UT/WEBER
 DR5558  COUNTRY     -  US
 DR5558  USGS QUAD   -  PLAIN CITY (2017)
 DR5558
 DR5558                         *CURRENT SURVEY CONTROL
 DR5558  ______________________________________________________________________
 DR5558* NAD 83(2011) POSITION- 41 17 31.38270(N) 112 02 42.06384(W)   ADJUSTED
 DR5558* NAD 83(2011) ELLIP HT-  1275.561 (meters)        (07/08/20)   ADJUSTED
 DR5558* NAD 83(2011) EPOCH   -  2010.00
 DR5558* NAVD 88 ORTHO HEIGHT -  1292.34  (meters)     4240.0   (feet) GPS OBS
 DR5558  ______________________________________________________________________
 DR5558  GEOID HEIGHT    -        -16.762 (meters)                     GEOID18
 DR5558  NAD 83(2011) X  - -1,801,686.080 (meters)                     COMP
 DR5558  NAD 83(2011) Y  - -4,449,261.474 (meters)                     COMP
 DR5558  NAD 83(2011) Z  -  4,187,689.005 (meters)                     COMP
 DR5558  LAPLACE CORR    -          7.44  (seconds)                    DEFLEC18
 DR5558
 DR5558  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5558  Standards:
 DR5558         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5558            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5558  -------------------------------------------------------------------
 DR5558  NETWORK    0.84   1.59           0.38   0.29   0.81     -0.09310748
 DR5558  -------------------------------------------------------------------
 DR5558  Click here for local accuracies and other accuracy information.
 DR5558
 DR5558.The horizontal coordinates were established by GPS observations
 DR5558.and adjusted by the National Geodetic Survey in July 2020.
 DR5558
 DR5558.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5558.been affixed to the stable North American tectonic plate. See 
 DR5558.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5558
 DR5558.The horizontal coordinates are valid at the epoch date displayed above
 DR5558.which is a decimal equivalence of Year/Month/Day.
 DR5558
 DR5558.The orthometric height was determined by GPS observations and a
 DR5558.high-resolution geoid model using precise GPS observation and
 DR5558.processing techniques.
 DR5558
 DR5558.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5558.GEOID18 height accuracy estimate available here.
 DR5558
 DR5558.Click photographs - Photos may exist for this station.
 DR5558
 DR5558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5558
 DR5558.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5558
 DR5558.The ellipsoidal height was determined by GPS observations
 DR5558.and is referenced to NAD 83.
 DR5558
 DR5558. The following values were computed from the NAD 83(2011) position.
 DR5558
 DR5558;                    North         East     Units Scale Factor Converg.
 DR5558;SPC UT N     - 1,106,608.736   454,350.093   MT  0.99995710   -0 21 33.7
 DR5558;SPC UT N     - 3,630,598.83  1,490,646.93   sFT  0.99995710   -0 21 33.7
 DR5558;UTM  12      - 4,571,704.885   412,500.856   MT  0.99969422   -0 41 22.7
 DR5558
 DR5558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5558!SPC UT N     -   0.99979996  x   0.99995710  =   0.99975707
 DR5558!UTM  12      -   0.99979996  x   0.99969422  =   0.99949424
 DR5558
 DR5558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1250071704(NAD 83)
 DR5558
 DR5558                          SUPERSEDED SURVEY CONTROL
 DR5558
 DR5558.No superseded survey control is available for this station.
 DR5558
 DR5558_MARKER: DB = BENCH MARK DISK
 DR5558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5558_STAMPING: WC 109 1985
 DR5558_MARK LOGO: UT-057
 DR5558_PROJECTION: PROJECTING 5 CENTIMETERS
 DR5558_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5558+STABILITY: SURFACE MOTION
 DR5558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5558+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2016
 DR5558
 DR5558  HISTORY     - Date     Condition        Report By
 DR5558  HISTORY     - 1985     MONUMENTED       UT-057
 DR5558  HISTORY     - 20160701 GOOD             UT-057
 DR5558
 DR5558                          STATION DESCRIPTION
 DR5558
 DR5558'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5558'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHWEST OF OGDEN, 6.0
 DR5558'MI (9.7 KM) WEST OF NORTH OGDEN AND 0.8 MI (1.3 KM) EAST-SOUTHEAST OF
 DR5558'PLAIN CITY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5558'
 DR5558'TO REACH FROM THE INTERSECTION OF 1900 NORTH AND 2850 NORTH PROCEED
 DR5558'EAST 920 FT (280.4 M) TO THE MARK ON THE RIGHT.
 DR5558'
 DR5558'IT IS 14.5 FT (4.4 M) WEST OF A BARBED WIRE FENCE, 1.5 FT (0.5 M)
 DR5558'SOUTH OF A BARBED WIRE FENCE CORNER AND SET IN THE TOP OF A 8-IN (20
 DR5558'CM) ROUND CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5509 ***********************************************************************
 DR5509  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5509  DESIGNATION -  WC 11
 DR5509  PID         -  DR5509
 DR5509  STATE/COUNTY-  UT/WEBER
 DR5509  COUNTRY     -  US
 DR5509  USGS QUAD   -  ROY (2017)
 DR5509
 DR5509                         *CURRENT SURVEY CONTROL
 DR5509  ______________________________________________________________________
 DR5509* NAD 83(2011) POSITION- 41 14 44.78759(N) 112 05 32.80649(W)   ADJUSTED
 DR5509* NAD 83(2011) ELLIP HT-  1274.448 (meters)        (07/08/20)   ADJUSTED
 DR5509* NAD 83(2011) EPOCH   -  2010.00
 DR5509* NAVD 88 ORTHO HEIGHT -  1291.42  (meters)     4236.9   (feet) GPS OBS
 DR5509  ______________________________________________________________________
 DR5509  GEOID HEIGHT    -        -16.959 (meters)                     GEOID18
 DR5509  NAD 83(2011) X  - -1,806,643.389 (meters)                     COMP
 DR5509  NAD 83(2011) Y  - -4,450,909.432 (meters)                     COMP
 DR5509  NAD 83(2011) Z  -  4,183,824.597 (meters)                     COMP
 DR5509  LAPLACE CORR    -          0.90  (seconds)                    DEFLEC18
 DR5509
 DR5509  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5509  Standards:
 DR5509         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5509            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5509  -------------------------------------------------------------------
 DR5509  NETWORK    0.90   1.69           0.40   0.33   0.86     -0.00063506
 DR5509  -------------------------------------------------------------------
 DR5509  Click here for local accuracies and other accuracy information.
 DR5509
 DR5509.The horizontal coordinates were established by GPS observations
 DR5509.and adjusted by the National Geodetic Survey in July 2020.
 DR5509
 DR5509.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5509.been affixed to the stable North American tectonic plate. See 
 DR5509.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5509
 DR5509.The horizontal coordinates are valid at the epoch date displayed above
 DR5509.which is a decimal equivalence of Year/Month/Day.
 DR5509
 DR5509.The orthometric height was determined by GPS observations and a
 DR5509.high-resolution geoid model using precise GPS observation and
 DR5509.processing techniques.
 DR5509
 DR5509.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5509.GEOID18 height accuracy estimate available here.
 DR5509
 DR5509.Click photographs - Photos may exist for this station.
 DR5509
 DR5509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5509
 DR5509.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5509
 DR5509.The ellipsoidal height was determined by GPS observations
 DR5509.and is referenced to NAD 83.
 DR5509
 DR5509. The following values were computed from the NAD 83(2011) position.
 DR5509
 DR5509;                    North         East     Units Scale Factor Converg.
 DR5509;SPC UT N     - 1,101,495.659   450,342.570   MT  0.99995684   -0 23 26.3
 DR5509;SPC UT N     - 3,613,823.67  1,477,498.92   sFT  0.99995684   -0 23 26.3
 DR5509;UTM  12      - 4,566,616.288   408,464.995   MT  0.99970312   -0 43 13.0
 DR5509
 DR5509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5509!SPC UT N     -   0.99980014  x   0.99995684  =   0.99975698
 DR5509!UTM  12      -   0.99980014  x   0.99970312  =   0.99950332
 DR5509
 DR5509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0846466616(NAD 83)
 DR5509
 DR5509                          SUPERSEDED SURVEY CONTROL
 DR5509
 DR5509.No superseded survey control is available for this station.
 DR5509
 DR5509_MARKER: DB = BENCH MARK DISK
 DR5509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5509_STAMPING: WC 11 1985
 DR5509_MARK LOGO: UT-057
 DR5509_PROJECTION: RECESSED 5 CENTIMETERS
 DR5509_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR5509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5509+STABILITY: SURFACE MOTION
 DR5509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5509+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2015
 DR5509
 DR5509  HISTORY     - Date     Condition        Report By
 DR5509  HISTORY     - 1985     MONUMENTED       UT-057
 DR5509  HISTORY     - 20150928 GOOD             UT-057
 DR5509
 DR5509                          STATION DESCRIPTION
 DR5509
 DR5509'DESCRIBED BY WEBER COUNTY UTAH 2015 (DJM)
 DR5509'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH-NORTHWEST OF ROY
 DR5509'WEST SUBDIVISION, 6.4 MI (10.3 KM) NORTH-NORTHWEST OF ROY PARK
 DR5509'ADDITION SUBDIVISION AND 3.6 MI (5.8 KM) SOUTH OF PLAIN CITY.
 DR5509'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5509'
 DR5509'STATION IS LOCATED IN THE SOUTHEAST CORNER OF INTERSECTION 4700 WEST
 DR5509'AND 1150 SOUTH.  IT IS 27 FT (8.2 M) EAST OF THE CENTERLINE OF 4700
 DR5509'WEST STREET, 25 FT (7.6 M) SOUTH OF THE CENTERLINE OF 1150 SOUTH
 DR5509'STREET, 7 FT (2.1 M) NORTH OF THE ROW FENCE AND SET IN THE TOP OF A
 DR5509'6-IN (15 CM) ROUND CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5511 ***********************************************************************
 DR5511  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5511  DESIGNATION -  WC 110
 DR5511  PID         -  DR5511
 DR5511  STATE/COUNTY-  UT/WEBER
 DR5511  COUNTRY     -  US
 DR5511  USGS QUAD   -  PLAIN CITY (2017)
 DR5511
 DR5511                         *CURRENT SURVEY CONTROL
 DR5511  ______________________________________________________________________
 DR5511* NAD 83(2011) POSITION- 41 17 26.12132(N) 112 01 54.77960(W)   ADJUSTED
 DR5511* NAD 83(2011) ELLIP HT-  1279.718 (meters)        (07/08/20)   ADJUSTED
 DR5511* NAD 83(2011) EPOCH   -  2010.00
 DR5511* NAVD 88 ORTHO HEIGHT -  1296.46  (meters)     4253.5   (feet) GPS OBS
 DR5511  ______________________________________________________________________
 DR5511  GEOID HEIGHT    -        -16.721 (meters)                     GEOID18
 DR5511  NAD 83(2011) X  - -1,800,707.440 (meters)                     COMP
 DR5511  NAD 83(2011) Y  - -4,449,776.579 (meters)                     COMP
 DR5511  NAD 83(2011) Z  -  4,187,569.768 (meters)                     COMP
 DR5511  LAPLACE CORR    -          7.99  (seconds)                    DEFLEC18
 DR5511
 DR5511  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5511  Standards:
 DR5511         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5511            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5511  -------------------------------------------------------------------
 DR5511  NETWORK    0.86   1.59           0.39   0.30   0.81      0.02016616
 DR5511  -------------------------------------------------------------------
 DR5511  Click here for local accuracies and other accuracy information.
 DR5511
 DR5511.The horizontal coordinates were established by GPS observations
 DR5511.and adjusted by the National Geodetic Survey in July 2020.
 DR5511
 DR5511.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5511.been affixed to the stable North American tectonic plate. See 
 DR5511.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5511
 DR5511.The horizontal coordinates are valid at the epoch date displayed above
 DR5511.which is a decimal equivalence of Year/Month/Day.
 DR5511
 DR5511.The orthometric height was determined by GPS observations and a
 DR5511.high-resolution geoid model using precise GPS observation and
 DR5511.processing techniques.
 DR5511
 DR5511.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5511.GEOID18 height accuracy estimate available here.
 DR5511
 DR5511.Click photographs - Photos may exist for this station.
 DR5511
 DR5511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5511
 DR5511.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5511
 DR5511.The ellipsoidal height was determined by GPS observations
 DR5511.and is referenced to NAD 83.
 DR5511
 DR5511. The following values were computed from the NAD 83(2011) position.
 DR5511
 DR5511;                    North         East     Units Scale Factor Converg.
 DR5511;SPC UT N     - 1,106,439.616   455,449.214   MT  0.99995708   -0 21 02.5
 DR5511;SPC UT N     - 3,630,043.97  1,494,252.96   sFT  0.99995708   -0 21 02.5
 DR5511;UTM  12      - 4,571,529.479   413,598.693   MT  0.99969187   -0 40 51.5
 DR5511
 DR5511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5511!SPC UT N     -   0.99979931  x   0.99995708  =   0.99975640
 DR5511!UTM  12      -   0.99979931  x   0.99969187  =   0.99949124
 DR5511
 DR5511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1359871529(NAD 83)
 DR5511
 DR5511                          SUPERSEDED SURVEY CONTROL
 DR5511
 DR5511.No superseded survey control is available for this station.
 DR5511
 DR5511_MARKER: DB = BENCH MARK DISK
 DR5511_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR5511_SP_SET: BRIDGE ABUTMENT
 DR5511_STAMPING: WC 110 1985
 DR5511_MARK LOGO: UT-057
 DR5511_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5511+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2016
 DR5511
 DR5511  HISTORY     - Date     Condition        Report By
 DR5511  HISTORY     - 1985     MONUMENTED       UT-057
 DR5511  HISTORY     - 20160714 GOOD             UT-057
 DR5511
 DR5511                          STATION DESCRIPTION
 DR5511
 DR5511'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5511'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) NORTH-NORTHWEST OF OGDEN,
 DR5511'3.9 MI (6.3 KM) WEST-SOUTHWEST OF NORTH OGDEN AND 2.8 MI (4.5 KM) EAST
 DR5511'OF PLAIN CITY.
 DR5511'
 DR5511'TO REACH FROM THE INTERSECTION OF 1850 NORTH AND 1900 WEST PROCEED
 DR5511'WESTERLY 1000 FT (304.8 M) WEST.TO THE STATION ON THE RIGHT.
 DR5511'
 DR5511'IT IS 19.7 FT (6.0 M) SOUTH OF THE CENTERLINE OF 1850 NORTH STREET,
 DR5511'2.2 FT (0.7 M) NORTH OF A FIBERGLASS WITNESS POST.STATION IS LOCATED
 DR5511'IN THE NORTH WEST SIDE OF THE CONCRETE BRIDGE ABUTMENT OVER THE
 DR5511'WILLARD CANAL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5510 ***********************************************************************
 DR5510  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5510  DESIGNATION -  WC 111
 DR5510  PID         -  DR5510
 DR5510  STATE/COUNTY-  UT/WEBER
 DR5510  COUNTRY     -  US
 DR5510  USGS QUAD   -  NORTH OGDEN (2017)
 DR5510
 DR5510                         *CURRENT SURVEY CONTROL
 DR5510  ______________________________________________________________________
 DR5510* NAD 83(2011) POSITION- 41 17 01.26278(N) 111 59 43.18440(W)   ADJUSTED
 DR5510* NAD 83(2011) ELLIP HT-  1291.229 (meters)        (07/08/20)   ADJUSTED
 DR5510* NAD 83(2011) EPOCH   -  2010.00
 DR5510* NAVD 88 ORTHO HEIGHT -  1307.84  (meters)     4290.8   (feet) GPS OBS
 DR5510  ______________________________________________________________________
 DR5510  GEOID HEIGHT    -        -16.594 (meters)                     GEOID18
 DR5510  NAD 83(2011) X  - -1,798,060.950 (meters)                     COMP
 DR5510  NAD 83(2011) Y  - -4,451,401.808 (meters)                     COMP
 DR5510  NAD 83(2011) Z  -  4,187,001.002 (meters)                     COMP
 DR5510  LAPLACE CORR    -         10.51  (seconds)                    DEFLEC18
 DR5510
 DR5510  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5510  Standards:
 DR5510         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5510            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5510  -------------------------------------------------------------------
 DR5510  NETWORK    0.86   1.63           0.38   0.32   0.83      0.12233971
 DR5510  -------------------------------------------------------------------
 DR5510  Click here for local accuracies and other accuracy information.
 DR5510
 DR5510.The horizontal coordinates were established by GPS observations
 DR5510.and adjusted by the National Geodetic Survey in July 2020.
 DR5510
 DR5510.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5510.been affixed to the stable North American tectonic plate. See 
 DR5510.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5510
 DR5510.The horizontal coordinates are valid at the epoch date displayed above
 DR5510.which is a decimal equivalence of Year/Month/Day.
 DR5510
 DR5510.The orthometric height was determined by GPS observations and a
 DR5510.high-resolution geoid model using precise GPS observation and
 DR5510.processing techniques.
 DR5510
 DR5510.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5510.GEOID18 height accuracy estimate available here.
 DR5510
 DR5510.Click photographs - Photos may exist for this station.
 DR5510
 DR5510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5510
 DR5510.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5510
 DR5510.The ellipsoidal height was determined by GPS observations
 DR5510.and is referenced to NAD 83.
 DR5510
 DR5510. The following values were computed from the NAD 83(2011) position.
 DR5510
 DR5510;                    North         East     Units Scale Factor Converg.
 DR5510;SPC UT N     - 1,105,654.682   458,506.607   MT  0.99995701   -0 19 35.8
 DR5510;SPC UT N     - 3,627,468.74  1,504,283.76   sFT  0.99995701   -0 19 35.8
 DR5510;UTM  12      - 4,570,727.154   416,650.693   MT  0.99968550   -0 39 24.3
 DR5510
 DR5510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5510!SPC UT N     -   0.99979751  x   0.99995701  =   0.99975452
 DR5510!UTM  12      -   0.99979751  x   0.99968550  =   0.99948307
 DR5510
 DR5510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1665070727(NAD 83)
 DR5510
 DR5510                          SUPERSEDED SURVEY CONTROL
 DR5510
 DR5510.No superseded survey control is available for this station.
 DR5510
 DR5510_MARKER: DB = BENCH MARK DISK
 DR5510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5510_STAMPING: WC 111 1985
 DR5510_MARK LOGO: UT-057
 DR5510_PROJECTION: RECESSED 61 CENTIMETERS
 DR5510_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR5510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5510+STABILITY: SURFACE MOTION
 DR5510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5510+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2016
 DR5510
 DR5510  HISTORY     - Date     Condition        Report By
 DR5510  HISTORY     - 1985     MONUMENTED       UT-057
 DR5510  HISTORY     - 20160729 GOOD             UT-057
 DR5510
 DR5510                          STATION DESCRIPTION
 DR5510
 DR5510'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5510'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) EAST-SOUTHEAST OF PLAIN
 DR5510'CITY, 4.3 MI (6.9 KM) NORTH-NORTHWEST OF OGDEN AND 2.5 MI (4.0 KM)
 DR5510'SOUTHWEST OF NORTH OGDEN.  OWNERSHIP--WEBER COUNTY.
 DR5510'
 DR5510'TO REACH FROM THE INTERSECTION OF OF 750 WEST AND HARRISVILLE ROAD
 DR5510'OGDEN, UT PROCEED SOUTH INTO THE WEBER COUNTY FAIRGROUNDS, STATION IS
 DR5510'IN THE NORTHEAST CORNER OF THE BALL FIELD AS YOU ENTER.  THE
 DR5510'APPROXIMATE ADDRESS OF THE MARK IS 739 WEST HARRISVILLE ROAD OGDEN,
 DR5510'UT.
 DR5510'
 DR5510'IT IS 7 FT (2.1 M) WEST OF A CHAIN LINK FENCE, 2 FT (0.6 M) SOUTH OF A
 DR5510'CHAIN LINK FENCE AND SET IN THE TOP OF A 6-IN (15 CM) ROUND CONCRETE
 DR5510'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5512 ***********************************************************************
 DR5512  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5512  DESIGNATION -  WC 112
 DR5512  PID         -  DR5512
 DR5512  STATE/COUNTY-  UT/WEBER
 DR5512  COUNTRY     -  US
 DR5512  USGS QUAD   -  PLAIN CITY (2017)
 DR5512
 DR5512                         *CURRENT SURVEY CONTROL
 DR5512  ______________________________________________________________________
 DR5512* NAD 83(2011) POSITION- 41 15 56.45340(N) 112 01 38.04702(W)   ADJUSTED
 DR5512* NAD 83(2011) ELLIP HT-  1277.709 (meters)        (07/08/20)   ADJUSTED
 DR5512* NAD 83(2011) EPOCH   -  2010.00
 DR5512* NAVD 88 ORTHO HEIGHT -  1294.52  (meters)     4247.1   (feet) GPS OBS
 DR5512  ______________________________________________________________________
 DR5512  GEOID HEIGHT    -        -16.791 (meters)                     GEOID18
 DR5512  NAD 83(2011) X  - -1,801,030.466 (meters)                     COMP
 DR5512  NAD 83(2011) Y  - -4,451,613.300 (meters)                     COMP
 DR5512  NAD 83(2011) Z  -  4,185,489.153 (meters)                     COMP
 DR5512  LAPLACE CORR    -          7.22  (seconds)                    DEFLEC18
 DR5512
 DR5512  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5512  Standards:
 DR5512         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5512            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5512  -------------------------------------------------------------------
 DR5512  NETWORK    0.73   1.37           0.33   0.26   0.70     -0.00424681
 DR5512  -------------------------------------------------------------------
 DR5512  Click here for local accuracies and other accuracy information.
 DR5512
 DR5512.The horizontal coordinates were established by GPS observations
 DR5512.and adjusted by the National Geodetic Survey in July 2020.
 DR5512
 DR5512.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5512.been affixed to the stable North American tectonic plate. See 
 DR5512.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5512
 DR5512.The horizontal coordinates are valid at the epoch date displayed above
 DR5512.which is a decimal equivalence of Year/Month/Day.
 DR5512
 DR5512.The orthometric height was determined by GPS observations and a
 DR5512.high-resolution geoid model using precise GPS observation and
 DR5512.processing techniques.
 DR5512
 DR5512.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5512.GEOID18 height accuracy estimate available here.
 DR5512
 DR5512.Click photographs - Photos may exist for this station.
 DR5512
 DR5512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5512
 DR5512.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5512
 DR5512.The ellipsoidal height was determined by GPS observations
 DR5512.and is referenced to NAD 83.
 DR5512
 DR5512. The following values were computed from the NAD 83(2011) position.
 DR5512
 DR5512;                    North         East     Units Scale Factor Converg.
 DR5512;SPC UT N     - 1,103,671.176   455,821.740   MT  0.99995687   -0 20 51.5
 DR5512;SPC UT N     - 3,620,961.18  1,495,475.16   sFT  0.99995687   -0 20 51.5
 DR5512;UTM  12      - 4,568,759.674   413,955.169   MT  0.99969112   -0 40 39.2
 DR5512
 DR5512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5512!SPC UT N     -   0.99979962  x   0.99995687  =   0.99975650
 DR5512!UTM  12      -   0.99979962  x   0.99969112  =   0.99949081
 DR5512
 DR5512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1395568759(NAD 83)
 DR5512
 DR5512                          SUPERSEDED SURVEY CONTROL
 DR5512
 DR5512.No superseded survey control is available for this station.
 DR5512
 DR5512_MARKER: DB = BENCH MARK DISK
 DR5512_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5512_SP_SET: WING WALL
 DR5512_STAMPING: WC 112 1985
 DR5512_MARK LOGO: UT-057
 DR5512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5512+STABILITY: SURFACE MOTION
 DR5512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5512+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2016
 DR5512
 DR5512  HISTORY     - Date     Condition        Report By
 DR5512  HISTORY     - 1985     MONUMENTED       UT-057
 DR5512  HISTORY     - 20160722 POOR             UT-057
 DR5512
 DR5512                          STATION DESCRIPTION
 DR5512
 DR5512'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5512'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTHWEST OF NORTH OGDEN,
 DR5512'4.1 MI (6.6 KM) NORTHWEST OF OGDEN AND 3.8 MI (6.1 KM) SOUTHEAST OF
 DR5512'PLAIN CITY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5512'
 DR5512'TO REACH FROM THE INTERSECTION OF 400 NORTH AND 2000 WEST PROCEED
 DR5512'SOUTH 0.2 MI.TO THE STATION ON THE RIGHT.
 DR5512'
 DR5512'IT IS 130 FT (39.6 M) SOUTHEAST OF AN ABANDONED NURSERY, 14.5 FT (4.4
 DR5512'M) WEST OF THE CENTERLINE OF 1900 WEST STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5559 ***********************************************************************
 DR5559  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5559  DESIGNATION -  WC 115 RESET
 DR5559  PID         -  DR5559
 DR5559  STATE/COUNTY-  UT/WEBER
 DR5559  COUNTRY     -  US
 DR5559  USGS QUAD   -  PLAIN CITY (2017)
 DR5559
 DR5559                         *CURRENT SURVEY CONTROL
 DR5559  ______________________________________________________________________
 DR5559* NAD 83(2011) POSITION- 41 18 24.54464(N) 112 01 40.58472(W)   ADJUSTED
 DR5559* NAD 83(2011) ELLIP HT-  1284.401 (meters)        (07/08/20)   ADJUSTED
 DR5559* NAD 83(2011) EPOCH   -  2010.00
 DR5559* NAVD 88 ORTHO HEIGHT -  1301.06  (meters)     4268.6   (feet) GPS OBS
 DR5559  ______________________________________________________________________
 DR5559  GEOID HEIGHT    -        -16.638 (meters)                     GEOID18
 DR5559  NAD 83(2011) X  - -1,799,956.296 (meters)                     COMP
 DR5559  NAD 83(2011) Y  - -4,448,800.838 (meters)                     COMP
 DR5559  NAD 83(2011) Z  -  4,188,927.202 (meters)                     COMP
 DR5559  LAPLACE CORR    -          8.65  (seconds)                    DEFLEC18
 DR5559
 DR5559  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5559  Standards:
 DR5559         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5559            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5559  -------------------------------------------------------------------
 DR5559  NETWORK    0.87   1.72           0.40   0.30   0.88     -0.01684752
 DR5559  -------------------------------------------------------------------
 DR5559  Click here for local accuracies and other accuracy information.
 DR5559
 DR5559.The horizontal coordinates were established by GPS observations
 DR5559.and adjusted by the National Geodetic Survey in July 2020.
 DR5559
 DR5559.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5559.been affixed to the stable North American tectonic plate. See 
 DR5559.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5559
 DR5559.The horizontal coordinates are valid at the epoch date displayed above
 DR5559.which is a decimal equivalence of Year/Month/Day.
 DR5559
 DR5559.The orthometric height was determined by GPS observations and a
 DR5559.high-resolution geoid model using precise GPS observation and
 DR5559.processing techniques.
 DR5559
 DR5559.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5559.GEOID18 height accuracy estimate available here.
 DR5559
 DR5559.Click photographs - Photos may exist for this station.
 DR5559
 DR5559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5559
 DR5559.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5559
 DR5559.The ellipsoidal height was determined by GPS observations
 DR5559.and is referenced to NAD 83.
 DR5559
 DR5559. The following values were computed from the NAD 83(2011) position.
 DR5559
 DR5559;                    North         East     Units Scale Factor Converg.
 DR5559;SPC UT N     - 1,108,239.846   455,790.429   MT  0.99995732   -0 20 53.2
 DR5559;SPC UT N     - 3,635,950.23  1,495,372.43   sFT  0.99995732   -0 20 53.2
 DR5559;UTM  12      - 4,573,327.234   413,950.189   MT  0.99969113   -0 40 42.9
 DR5559
 DR5559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5559!SPC UT N     -   0.99979858  x   0.99995732  =   0.99975591
 DR5559!UTM  12      -   0.99979858  x   0.99969113  =   0.99948977
 DR5559
 DR5559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1395073327(NAD 83)
 DR5559
 DR5559                          SUPERSEDED SURVEY CONTROL
 DR5559
 DR5559.No superseded survey control is available for this station.
 DR5559
 DR5559_MARKER: DB = BENCH MARK DISK
 DR5559_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR5559_SP_SET: RETAINING WALL
 DR5559_STAMPING: WC 115 RESET 2000
 DR5559_MARK LOGO: UT-057
 DR5559_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5559+STABILITY: SURFACE MOTION
 DR5559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5559+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2016
 DR5559
 DR5559  HISTORY     - Date     Condition        Report By
 DR5559  HISTORY     - 2000     MONUMENTED       UT-057
 DR5559  HISTORY     - 20160714 GOOD             UT-057
 DR5559
 DR5559                          STATION DESCRIPTION
 DR5559
 DR5559'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5559'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH-NORTHWEST OF
 DR5559'OGDEN, 3.6 MI (5.8 KM) WEST OF NORTH OGDEN AND 3.0 MI (4.8 KM)
 DR5559'EAST-NORTHEAST OF PLAIN CITY.  OWNERSHIP CHEVRON GAS STATION.
 DR5559'
 DR5559'STATION IS LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF 2000
 DR5559'WEST AND 2700 NORTH.
 DR5559'
 DR5559'MARK IS SET IN THE TOP OF A RETAINING WALL THAT SUPPORTS THE MOST
 DR5559'WESTERLY POST OF THE GAS STATION PRICE BOARD. IT IS 121 FT (36.9 M)
 DR5559'NORTHWEST OF THE CENTER OF INTERSECTION, 91 FT (27.7 M) WEST OF THE
 DR5559'CENTERLINE OF HIGHWAY 126, 45.1 FT (13.7 M) SOUTHEAST OF THE SOUTHEAST
 DR5559'CORNER OF A BUILDING, 42.2 FT (12.9 M) NORTH OF OF THE CENTERLINE OF
 DR5559'HIGHWAY 134.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5513 ***********************************************************************
 DR5513  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5513  DESIGNATION -  WC 116
 DR5513  PID         -  DR5513
 DR5513  STATE/COUNTY-  UT/WEBER
 DR5513  COUNTRY     -  US
 DR5513  USGS QUAD   -  PLAIN CITY (2017)
 DR5513
 DR5513                         *CURRENT SURVEY CONTROL
 DR5513  ______________________________________________________________________
 DR5513* NAD 83(2011) POSITION- 41 19 27.13411(N) 112 01 52.47952(W)   ADJUSTED
 DR5513* NAD 83(2011) ELLIP HT-  1280.761 (meters)        (07/08/20)   ADJUSTED
 DR5513* NAD 83(2011) EPOCH   -  2010.00
 DR5513* NAVD 88 ORTHO HEIGHT -  1297.35  (meters)     4256.4   (feet) GPS OBS
 DR5513  ______________________________________________________________________
 DR5513  GEOID HEIGHT    -        -16.572 (meters)                     GEOID18
 DR5513  NAD 83(2011) X  - -1,799,733.537 (meters)                     COMP
 DR5513  NAD 83(2011) Y  - -4,447,512.564 (meters)                     COMP
 DR5513  NAD 83(2011) Z  -  4,190,375.351 (meters)                     COMP
 DR5513  LAPLACE CORR    -          9.78  (seconds)                    DEFLEC18
 DR5513
 DR5513  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5513  Standards:
 DR5513         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5513            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5513  -------------------------------------------------------------------
 DR5513  NETWORK    0.78   1.47           0.35   0.28   0.75     -0.03652684
 DR5513  -------------------------------------------------------------------
 DR5513  Click here for local accuracies and other accuracy information.
 DR5513
 DR5513.The horizontal coordinates were established by GPS observations
 DR5513.and adjusted by the National Geodetic Survey in July 2020.
 DR5513
 DR5513.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5513.been affixed to the stable North American tectonic plate. See 
 DR5513.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5513
 DR5513.The horizontal coordinates are valid at the epoch date displayed above
 DR5513.which is a decimal equivalence of Year/Month/Day.
 DR5513
 DR5513.The orthometric height was determined by GPS observations and a
 DR5513.high-resolution geoid model using precise GPS observation and
 DR5513.processing techniques.
 DR5513
 DR5513.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5513.GEOID18 height accuracy estimate available here.
 DR5513
 DR5513.Click photographs - Photos may exist for this station.
 DR5513
 DR5513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5513
 DR5513.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5513
 DR5513.The ellipsoidal height was determined by GPS observations
 DR5513.and is referenced to NAD 83.
 DR5513
 DR5513. The following values were computed from the NAD 83(2011) position.
 DR5513
 DR5513;                    North         East     Units Scale Factor Converg.
 DR5513;SPC UT N     - 1,110,172.299   455,525.551   MT  0.99995766   -0 21 01.0
 DR5513;SPC UT N     - 3,642,290.28  1,494,503.41   sFT  0.99995766   -0 21 01.0
 DR5513;UTM  12      - 4,575,260.669   413,696.533   MT  0.99969166   -0 40 51.6
 DR5513
 DR5513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5513!SPC UT N     -   0.99979915  x   0.99995766  =   0.99975682
 DR5513!UTM  12      -   0.99979915  x   0.99969166  =   0.99949087
 DR5513
 DR5513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1369675260(NAD 83)
 DR5513
 DR5513                          SUPERSEDED SURVEY CONTROL
 DR5513
 DR5513.No superseded survey control is available for this station.
 DR5513
 DR5513_MARKER: DB = BENCH MARK DISK
 DR5513_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5513_SP_SET: WING WALL
 DR5513_STAMPING: WC 116 1985
 DR5513_MARK LOGO: UT-057
 DR5513_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5513+STABILITY: SURFACE MOTION
 DR5513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5513+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2016
 DR5513
 DR5513  HISTORY     - Date     Condition        Report By
 DR5513  HISTORY     - 1985     MONUMENTED       UT-057
 DR5513  HISTORY     - 20160721 POOR             UT-057
 DR5513
 DR5513                          STATION DESCRIPTION
 DR5513
 DR5513'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5513'THE STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) NORTHWEST OF OGDEN, 4.4
 DR5513'MI (7.1 KM) WEST-SOUTHWEST OF NORTH OGDEN AND 3.3 MI (5.3 KM)
 DR5513'EAST-SOUTHEAST OF PLAIN CITY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5513'
 DR5513'TO REACH FROM THE INTERSECTION OF 2700 NORTH AND 1900 WEST OGDEN, UT
 DR5513'PROCEED NORTH 1.2 MI (1.9 KM).  MARK IS LOCATED AT APPROXIMATELY 3586
 DR5513'NORTH ON HIGHWAY 126.
 DR5513'
 DR5513'IT IS 30.0 FT (9.1 M) EAST OF THE CENTERLINE OF 2000 WEST STREET, 8.5
 DR5513'FT (2.6 M) WEST OF THE CENTERLINE OF A CANAL.  MARK IS SET IN THE
 DR5513'CENTER OF THE CONCRETE BRIDGE ABUTMENT ON THE EAST SIDE OF HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5560 ***********************************************************************
 DR5560  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5560  DESIGNATION -  WC 117
 DR5560  PID         -  DR5560
 DR5560  STATE/COUNTY-  UT/WEBER
 DR5560  COUNTRY     -  US
 DR5560  USGS QUAD   -  PLAIN CITY SW (2017)
 DR5560
 DR5560                         *CURRENT SURVEY CONTROL
 DR5560  ______________________________________________________________________
 DR5560* NAD 83(2011) POSITION- 41 15 35.47995(N) 112 08 30.94024(W)   ADJUSTED
 DR5560* NAD 83(2011) ELLIP HT-  1272.264 (meters)        (07/08/20)   ADJUSTED
 DR5560* NAD 83(2011) EPOCH   -  2010.00
 DR5560* NAVD 88 ORTHO HEIGHT -  1289.18  (meters)     4229.6   (feet) GPS OBS
 DR5560  ______________________________________________________________________
 DR5560  GEOID HEIGHT    -        -16.901 (meters)                     GEOID18
 DR5560  NAD 83(2011) X  - -1,810,097.247 (meters)                     COMP
 DR5560  NAD 83(2011) Y  - -4,448,390.688 (meters)                     COMP
 DR5560  NAD 83(2011) Z  -  4,184,999.100 (meters)                     COMP
 DR5560  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 DR5560
 DR5560  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5560  Standards:
 DR5560         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5560            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5560  -------------------------------------------------------------------
 DR5560  NETWORK    0.71   1.39           0.31   0.27   0.71     -0.05969403
 DR5560  -------------------------------------------------------------------
 DR5560  Click here for local accuracies and other accuracy information.
 DR5560
 DR5560.The horizontal coordinates were established by GPS observations
 DR5560.and adjusted by the National Geodetic Survey in July 2020.
 DR5560
 DR5560.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5560.been affixed to the stable North American tectonic plate. See 
 DR5560.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5560
 DR5560.The horizontal coordinates are valid at the epoch date displayed above
 DR5560.which is a decimal equivalence of Year/Month/Day.
 DR5560
 DR5560.The orthometric height was determined by GPS observations and a
 DR5560.high-resolution geoid model using precise GPS observation and
 DR5560.processing techniques.
 DR5560
 DR5560.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5560.GEOID18 height accuracy estimate available here.
 DR5560
 DR5560.Click photographs - Photos may exist for this station.
 DR5560
 DR5560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5560
 DR5560.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5560
 DR5560.The ellipsoidal height was determined by GPS observations
 DR5560.and is referenced to NAD 83.
 DR5560
 DR5560. The following values were computed from the NAD 83(2011) position.
 DR5560
 DR5560;                    North         East     Units Scale Factor Converg.
 DR5560;SPC UT N     - 1,103,088.848   446,206.765   MT  0.99995685   -0 25 23.7
 DR5560;SPC UT N     - 3,619,050.66  1,463,930.03   sFT  0.99995685   -0 25 23.7
 DR5560;UTM  12      - 4,568,232.851   404,339.455   MT  0.99971262   -0 45 11.3
 DR5560
 DR5560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5560!SPC UT N     -   0.99980048  x   0.99995685  =   0.99975734
 DR5560!UTM  12      -   0.99980048  x   0.99971262  =   0.99951316
 DR5560
 DR5560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0433968232(NAD 83)
 DR5560
 DR5560                          SUPERSEDED SURVEY CONTROL
 DR5560
 DR5560.No superseded survey control is available for this station.
 DR5560
 DR5560_MARKER: DB = BENCH MARK DISK
 DR5560_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR5560_SP_SET: BRIDGE ABUTMENT
 DR5560_STAMPING: WC 117 1985
 DR5560_MARK LOGO: UT-057
 DR5560_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5560+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2015
 DR5560
 DR5560  HISTORY     - Date     Condition        Report By
 DR5560  HISTORY     - 1985     MONUMENTED       UT-057
 DR5560  HISTORY     - 20150928 GOOD             UT-057
 DR5560
 DR5560                          STATION DESCRIPTION
 DR5560
 DR5560'DESCRIBED BY WEBER COUNTY UTAH 2015 (DJM)
 DR5560'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTHWEST OF ROY PARK
 DR5560'ADDITION SUBDIVISION, 8.4 MI (13.5 KM) NORTH-NORTHWEST OF ROY WEST
 DR5560'SUBDIVISION AND 4.0 MI (6.4 KM) SOUTHWEST OF PLAIN CITY.
 DR5560'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5560'
 DR5560'TO REACH FROM THE INTERSECTION OF 6700 WEST AND 700 SOUTH PROCEED
 DR5560'SOUTH 0.8 MI (1.3 KM) TO A CROSSING OF THE WEST WARREN CANAL.  TO THE
 DR5560'MARK ON THE LEFT.
 DR5560'
 DR5560'IT IS 12.5 FT (3.8 M) EAST OF THE CENTERLINE OF 6700 WEST, 8 FT (2.4
 DR5560'M) SOUTH OF THE NORTH END OF A BRIDGE ABUTMENT, 1.25 FT (0.4 M) SOUTH
 DR5560'OF A BRIDGE SIGN, .5 FT (15 CM) WEST OF A CANAL AND SET IN THE TOP OF
 DR5560'A -IN SQUARE CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5514 ***********************************************************************
 DR5514  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5514  DESIGNATION -  WC 118
 DR5514  PID         -  DR5514
 DR5514  STATE/COUNTY-  UT/WEBER
 DR5514  COUNTRY     -  US
 DR5514  USGS QUAD   -  PLAIN CITY (2017)
 DR5514
 DR5514                         *CURRENT SURVEY CONTROL
 DR5514  ______________________________________________________________________
 DR5514* NAD 83(2011) POSITION- 41 15 38.10909(N) 112 05 32.87289(W)   ADJUSTED
 DR5514* NAD 83(2011) ELLIP HT-  1276.148 (meters)        (07/08/20)   ADJUSTED
 DR5514* NAD 83(2011) EPOCH   -  2010.00
 DR5514* NAVD 88 ORTHO HEIGHT -  1293.10  (meters)     4242.4   (feet) GPS OBS
 DR5514  ______________________________________________________________________
 DR5514  GEOID HEIGHT    -        -16.931 (meters)                     GEOID18
 DR5514  NAD 83(2011) X  - -1,806,237.277 (meters)                     COMP
 DR5514  NAD 83(2011) Y  - -4,449,904.811 (meters)                     COMP
 DR5514  NAD 83(2011) Z  -  4,185,062.645 (meters)                     COMP
 DR5514  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 DR5514
 DR5514  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5514  Standards:
 DR5514         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5514            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5514  -------------------------------------------------------------------
 DR5514  NETWORK    0.76   1.41           0.32   0.30   0.72     -0.21676525
 DR5514  -------------------------------------------------------------------
 DR5514  Click here for local accuracies and other accuracy information.
 DR5514
 DR5514.The horizontal coordinates were established by GPS observations
 DR5514.and adjusted by the National Geodetic Survey in July 2020.
 DR5514
 DR5514.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5514.been affixed to the stable North American tectonic plate. See 
 DR5514.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5514
 DR5514.The horizontal coordinates are valid at the epoch date displayed above
 DR5514.which is a decimal equivalence of Year/Month/Day.
 DR5514
 DR5514.The orthometric height was determined by GPS observations and a
 DR5514.high-resolution geoid model using precise GPS observation and
 DR5514.processing techniques.
 DR5514
 DR5514.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5514.GEOID18 height accuracy estimate available here.
 DR5514
 DR5514.Click photographs - Photos may exist for this station.
 DR5514
 DR5514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5514
 DR5514.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5514
 DR5514.The ellipsoidal height was determined by GPS observations
 DR5514.and is referenced to NAD 83.
 DR5514
 DR5514. The following values were computed from the NAD 83(2011) position.
 DR5514
 DR5514;                    North         East     Units Scale Factor Converg.
 DR5514;SPC UT N     - 1,103,140.511   450,352.239   MT  0.99995686   -0 23 26.3
 DR5514;SPC UT N     - 3,619,220.16  1,477,530.64   sFT  0.99995686   -0 23 26.3
 DR5514;UTM  12      - 4,568,260.639   408,484.125   MT  0.99970307   -0 43 13.8
 DR5514
 DR5514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5514!SPC UT N     -   0.99979987  x   0.99995686  =   0.99975674
 DR5514!UTM  12      -   0.99979987  x   0.99970307  =   0.99950300
 DR5514
 DR5514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0848468260(NAD 83)
 DR5514
 DR5514                          SUPERSEDED SURVEY CONTROL
 DR5514
 DR5514.No superseded survey control is available for this station.
 DR5514
 DR5514_MARKER: DB = BENCH MARK DISK
 DR5514_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5514_SP_SET: IRRIGATION STRUCTURE
 DR5514_STAMPING: WC 118 1985
 DR5514_MARK LOGO: UT-057
 DR5514_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5514+STABILITY: SURFACE MOTION
 DR5514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5514+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2016
 DR5514
 DR5514  HISTORY     - Date     Condition        Report By
 DR5514  HISTORY     - 1985     MONUMENTED       UT-057
 DR5514  HISTORY     - 20160615 GOOD             UT-057
 DR5514
 DR5514                          STATION DESCRIPTION
 DR5514
 DR5514'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5514'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHWEST OF ROY
 DR5514'PARK ADDITION SUBDIVISION, 6.7 MI (10.8 KM) WEST-NORTHWEST OF OGDEN
 DR5514'AND 2.6 MI (4.2 KM) SOUTH OF PLAIN CITY.  OWNERSHIP--ROAD
 DR5514'RIGHT-OF-WAY.
 DR5514'
 DR5514'TO REACH FROM THE INTERSECTION OF OF 12TH STREET AND 4700 WEST PROCEED
 DR5514'NORTH 1.0 MI (1.6 KM), MARK IS ON THE WEST SIDE OF THE ROAD.  THE
 DR5514'APPROXIMATE ADDRESS OF   THE STATION IS 4700 WEST 147 SOUTH OGDEN, UT.
 DR5514'IT IS 20 FT (6.1 M) EAST OF IRRIGATION DITCH, 15.3 FT (4.7 M) SOUTH OF
 DR5514'THE CENTERLINE OF 4700 WEST AND SET IN THE EAST SIDE OF A 6'X12'
 DR5514'CONCRETE STRUCTURE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5515 ***********************************************************************
 DR5515  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5515  DESIGNATION -  WC 119
 DR5515  PID         -  DR5515
 DR5515  STATE/COUNTY-  UT/WEBER
 DR5515  COUNTRY     -  US
 DR5515  USGS QUAD   -  PLAIN CITY (2017)
 DR5515
 DR5515                         *CURRENT SURVEY CONTROL
 DR5515  ______________________________________________________________________
 DR5515* NAD 83(2011) POSITION- 41 16 40.32843(N) 112 05 32.61113(W)   ADJUSTED
 DR5515* NAD 83(2011) ELLIP HT-  1274.134 (meters)        (07/08/20)   ADJUSTED
 DR5515* NAD 83(2011) EPOCH   -  2010.00
 DR5515* NAVD 88 ORTHO HEIGHT -  1291.05  (meters)     4235.7   (feet) GPS OBS
 DR5515  ______________________________________________________________________
 DR5515  GEOID HEIGHT    -        -16.895 (meters)                     GEOID18
 DR5515  NAD 83(2011) X  - -1,805,754.796 (meters)                     COMP
 DR5515  NAD 83(2011) Y  - -4,448,732.356 (meters)                     COMP
 DR5515  NAD 83(2011) Z  -  4,186,504.300 (meters)                     COMP
 DR5515  LAPLACE CORR    -          1.74  (seconds)                    DEFLEC18
 DR5515
 DR5515  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5515  Standards:
 DR5515         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5515            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5515  -------------------------------------------------------------------
 DR5515  NETWORK    0.64   1.25           0.29   0.23   0.64     -0.00294959
 DR5515  -------------------------------------------------------------------
 DR5515  Click here for local accuracies and other accuracy information.
 DR5515
 DR5515.The horizontal coordinates were established by GPS observations
 DR5515.and adjusted by the National Geodetic Survey in July 2020.
 DR5515
 DR5515.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5515.been affixed to the stable North American tectonic plate. See 
 DR5515.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5515
 DR5515.The horizontal coordinates are valid at the epoch date displayed above
 DR5515.which is a decimal equivalence of Year/Month/Day.
 DR5515
 DR5515.The orthometric height was determined by GPS observations and a
 DR5515.high-resolution geoid model using precise GPS observation and
 DR5515.processing techniques.
 DR5515
 DR5515.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5515.GEOID18 height accuracy estimate available here.
 DR5515
 DR5515.Click photographs - Photos may exist for this station.
 DR5515
 DR5515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5515
 DR5515.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5515
 DR5515.The ellipsoidal height was determined by GPS observations
 DR5515.and is referenced to NAD 83.
 DR5515
 DR5515. The following values were computed from the NAD 83(2011) position.
 DR5515
 DR5515;                    North         East     Units Scale Factor Converg.
 DR5515;SPC UT N     - 1,105,059.793   450,371.417   MT  0.99995695   -0 23 26.1
 DR5515;SPC UT N     - 3,625,517.00  1,477,593.56   sFT  0.99995695   -0 23 26.1
 DR5515;UTM  12      - 4,570,179.292   408,514.349   MT  0.99970300   -0 43 14.6
 DR5515
 DR5515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5515!SPC UT N     -   0.99980019  x   0.99995695  =   0.99975714
 DR5515!UTM  12      -   0.99980019  x   0.99970300  =   0.99950325
 DR5515
 DR5515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0851470179(NAD 83)
 DR5515
 DR5515                          SUPERSEDED SURVEY CONTROL
 DR5515
 DR5515.No superseded survey control is available for this station.
 DR5515
 DR5515_MARKER: DB = BENCH MARK DISK
 DR5515_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR5515_SP_SET: BRIDGE ABUTMENT
 DR5515_STAMPING: WC 119 1985
 DR5515_MARK LOGO: UT-057
 DR5515_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5515+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2016
 DR5515
 DR5515  HISTORY     - Date     Condition        Report By
 DR5515  HISTORY     - 1985     MONUMENTED       UT-057
 DR5515  HISTORY     - 20160616 GOOD             UT-057
 DR5515
 DR5515                          STATION DESCRIPTION
 DR5515
 DR5515'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5515'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-NORTHWEST OF OGDEN,
 DR5515'7.2 MI (11.6 KM) WEST-SOUTHWEST OF NORTH OGDEN AND 1.4 MI (2.3 KM)
 DR5515'SOUTH-SOUTHWEST OF PLAIN CITY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5515'
 DR5515'TO REACH FROM THE INTERSECTION OF 4700 WEST AND 1000 NORTH PROCEED
 DR5515'NORTH APPROXIMATELY 1000 FT (304.8 M) APPROXIMATE ADDRESS OF THE MARK
 DR5515'IS 1121 NORTH 4700 WEST, OGDEN, UT.
 DR5515'
 DR5515'IT IS 100 FT (30.5 M) SOUTH OF THE CENTERLINE OF THE WEBER RIVER, 8.3
 DR5515'FT (2.5 M) WEST OF FIBERGLASS WITNESS POST.  MARK IS IN THE SOUTH EAST
 DR5515'CORNER OF CONCRETE BRIDGE ABUTMENT OVER THE WEBER RIVER, SLIGHTLY
 DR5515'HIGHER THAN THE ROAD SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5516 ***********************************************************************
 DR5516  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5516  DESIGNATION -  WC 121
 DR5516  PID         -  DR5516
 DR5516  STATE/COUNTY-  UT/WEBER
 DR5516  COUNTRY     -  US
 DR5516  USGS QUAD   -  PLAIN CITY SW (2017)
 DR5516
 DR5516                         *CURRENT SURVEY CONTROL
 DR5516  ______________________________________________________________________
 DR5516* NAD 83(2011) POSITION- 41 15 00.73866(N) 112 12 20.73964(W)   ADJUSTED
 DR5516* NAD 83(2011) ELLIP HT-  1269.455 (meters)        (07/08/20)   ADJUSTED
 DR5516* NAD 83(2011) EPOCH   -  2010.00
 DR5516* NAVD 88 ORTHO HEIGHT -  1286.28  (meters)     4220.1   (feet) GPS OBS
 DR5516  ______________________________________________________________________
 DR5516  GEOID HEIGHT    -        -16.803 (meters)                     GEOID18
 DR5516  NAD 83(2011) X  - -1,815,318.423 (meters)                     COMP
 DR5516  NAD 83(2011) Y  - -4,447,023.789 (meters)                     COMP
 DR5516  NAD 83(2011) Z  -  4,184,191.359 (meters)                     COMP
 DR5516  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC18
 DR5516
 DR5516  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5516  Standards:
 DR5516         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5516            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5516  -------------------------------------------------------------------
 DR5516  NETWORK    0.71   1.47           0.31   0.27   0.75     -0.04996206
 DR5516  -------------------------------------------------------------------
 DR5516  Click here for local accuracies and other accuracy information.
 DR5516
 DR5516.The horizontal coordinates were established by GPS observations
 DR5516.and adjusted by the National Geodetic Survey in July 2020.
 DR5516
 DR5516.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5516.been affixed to the stable North American tectonic plate. See 
 DR5516.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5516
 DR5516.The horizontal coordinates are valid at the epoch date displayed above
 DR5516.which is a decimal equivalence of Year/Month/Day.
 DR5516
 DR5516.The orthometric height was determined by GPS observations and a
 DR5516.high-resolution geoid model using precise GPS observation and
 DR5516.processing techniques.
 DR5516
 DR5516.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5516.GEOID18 height accuracy estimate available here.
 DR5516
 DR5516.Click photographs - Photos may exist for this station.
 DR5516
 DR5516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5516
 DR5516.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5516
 DR5516.The ellipsoidal height was determined by GPS observations
 DR5516.and is referenced to NAD 83.
 DR5516
 DR5516. The following values were computed from the NAD 83(2011) position.
 DR5516
 DR5516;                    North         East     Units Scale Factor Converg.
 DR5516;SPC UT N     - 1,102,058.653   440,848.986   MT  0.99995684   -0 27 55.3
 DR5516;SPC UT N     - 3,615,670.76  1,446,352.05   sFT  0.99995684   -0 27 55.3
 DR5516;UTM  12      - 4,567,233.751   398,977.110   MT  0.99972560   -0 47 42.3
 DR5516
 DR5516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5516!SPC UT N     -   0.99980092  x   0.99995684  =   0.99975777
 DR5516!UTM  12      -   0.99980092  x   0.99972560  =   0.99952657
 DR5516
 DR5516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL9897767233(NAD 83)
 DR5516
 DR5516                          SUPERSEDED SURVEY CONTROL
 DR5516
 DR5516.No superseded survey control is available for this station.
 DR5516
 DR5516_MARKER: DB = BENCH MARK DISK
 DR5516_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5516_SP_SET: PUMP WELL HOUSING
 DR5516_STAMPING: WC 121 1985
 DR5516_MARK LOGO: UT-057
 DR5516_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5516+STABILITY: SURFACE MOTION
 DR5516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5516+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2016
 DR5516
 DR5516  HISTORY     - Date     Condition        Report By
 DR5516  HISTORY     - UNK      MONUMENTED
 DR5516  HISTORY     - 20160922 GOOD             UT-057
 DR5516
 DR5516                          STATION DESCRIPTION
 DR5516
 DR5516'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5516'THE STATION IS LOCATED ABOUT 10.8 MI (17.4 KM) WEST-NORTHWEST OF ROY
 DR5516'PARK ADDITION SUBDIVISION, 10.1 MI (16.3 KM) NORTHWEST OF ROY WEST
 DR5516'SUBDIVISION AND 7.1 MI (11.4 KM) WEST-SOUTHWEST OF PLAIN CITY.
 DR5516'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5516'
 DR5516'STATION IS LOCATED AT THE NORTHWEST CORNER OF INTERSECTION 9300 WEST
 DR5516'AND 900 SOUTH.
 DR5516'
 DR5516'IT IS 48.2 FT (14.7 M) NORTH OF THE CENTERLINE OF 900 SOUTH, 29.2 FT
 DR5516'(8.9 M) SOUTH OF THE CENTERLINE OF 9300 WEST AND SET IN THE TOP SOUTH
 DR5516'SIDE OF A 5 FT (1.5 M) DIAMETER CONCRETE STRUCTURE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5517 ***********************************************************************
 DR5517  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5517  DESIGNATION -  WC 122
 DR5517  PID         -  DR5517
 DR5517  STATE/COUNTY-  UT/WEBER
 DR5517  COUNTRY     -  US
 DR5517  USGS QUAD   -  BROWNS HOLE (2017)
 DR5517
 DR5517                         *CURRENT SURVEY CONTROL
 DR5517  ______________________________________________________________________
 DR5517* NAD 83(2011) POSITION- 41 15 15.74626(N) 111 43 14.41111(W)   ADJUSTED
 DR5517* NAD 83(2011) ELLIP HT-  1516.996 (meters)        (07/08/20)   ADJUSTED
 DR5517* NAD 83(2011) EPOCH   -  2010.00
 DR5517* NAVD 88 ORTHO HEIGHT -  1532.81  (meters)     5028.9   (feet) GPS OBS
 DR5517  ______________________________________________________________________
 DR5517  GEOID HEIGHT    -        -15.801 (meters)                     GEOID18
 DR5517  NAD 83(2011) X  - -1,777,559.224 (meters)                     COMP
 DR5517  NAD 83(2011) Y  - -4,462,122.734 (meters)                     COMP
 DR5517  NAD 83(2011) Z  -  4,184,702.732 (meters)                     COMP
 DR5517  LAPLACE CORR    -          7.46  (seconds)                    DEFLEC18
 DR5517
 DR5517  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5517  Standards:
 DR5517         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5517            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5517  -------------------------------------------------------------------
 DR5517  NETWORK    0.75   1.31           0.34   0.26   0.67     -0.17434249
 DR5517  -------------------------------------------------------------------
 DR5517  Click here for local accuracies and other accuracy information.
 DR5517
 DR5517.The horizontal coordinates were established by GPS observations
 DR5517.and adjusted by the National Geodetic Survey in July 2020.
 DR5517
 DR5517.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5517.been affixed to the stable North American tectonic plate. See 
 DR5517.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5517
 DR5517.The horizontal coordinates are valid at the epoch date displayed above
 DR5517.which is a decimal equivalence of Year/Month/Day.
 DR5517
 DR5517.The orthometric height was determined by GPS observations and a
 DR5517.high-resolution geoid model using precise GPS observation and
 DR5517.processing techniques.
 DR5517
 DR5517.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5517.GEOID18 height accuracy estimate available here.
 DR5517
 DR5517.Click photographs - Photos may exist for this station.
 DR5517
 DR5517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5517
 DR5517.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5517
 DR5517.The ellipsoidal height was determined by GPS observations
 DR5517.and is referenced to NAD 83.
 DR5517
 DR5517. The following values were computed from the NAD 83(2011) position.
 DR5517
 DR5517;                    North         East     Units Scale Factor Converg.
 DR5517;SPC UT N     - 1,102,304.885   481,506.290   MT  0.99995684   -0 08 43.8
 DR5517;SPC UT N     - 3,616,478.61  1,579,741.89   sFT  0.99995684   -0 08 43.8
 DR5517;UTM  12      - 4,567,245.997   439,623.977   MT  0.99964486   -0 28 30.8
 DR5517
 DR5517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5517!SPC UT N     -   0.99976211  x   0.99995684  =   0.99971896
 DR5517!UTM  12      -   0.99976211  x   0.99964486  =   0.99940705
 DR5517
 DR5517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3962367245(NAD 83)
 DR5517
 DR5517                          SUPERSEDED SURVEY CONTROL
 DR5517
 DR5517.No superseded survey control is available for this station.
 DR5517
 DR5517_MARKER: DB = BENCH MARK DISK
 DR5517_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5517_SP_SET: IRRIGATION HEADGATE
 DR5517_STAMPING: WC 122 1985
 DR5517_MARK LOGO: UT-057
 DR5517_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5517+STABILITY: SURFACE MOTION
 DR5517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5517+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2016
 DR5517
 DR5517  HISTORY     - Date     Condition        Report By
 DR5517  HISTORY     - 1985     MONUMENTED       UT-057
 DR5517  HISTORY     - 20160930 GOOD             UT-057
 DR5517
 DR5517                          STATION DESCRIPTION
 DR5517
 DR5517'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5517'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) EAST-SOUTHEAST OF NORTH
 DR5517'OGDEN, 9.7 MI (15.6 KM) NORTH-NORTHEAST OF PETERSON AND 2.6 MI (4.2
 DR5517'KM) EAST OF HUNTSVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5517'
 DR5517'TO REACH FROM THE INTERSECTION OF HIGHWAY 39 AND 7800 EAST HUNTSVILLE,
 DR5517'UT, PROCEED EAST 2.1 MI (3.4 KM), THE APPROXIMATE ADDRESS OF THE MARK
 DR5517'IS 496 SOUTH 7800 EAST HUNTSVILLE, UT.
 DR5517'
 DR5517'IT IS 2 FT (0.6 M) NORTHEAST OF RAILROAD TIE POST AND 1.0 FT (0.3 M)
 DR5517'NORTH OF A FIBERGLASS WITNESS POST AND SET IN THE TOP OF A CONCRETE
 DR5517'IRRIGATION STRUCTURE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5518 ***********************************************************************
 DR5518  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5518  DESIGNATION -  WC 123
 DR5518  PID         -  DR5518
 DR5518  STATE/COUNTY-  UT/WEBER
 DR5518  COUNTRY     -  US
 DR5518  USGS QUAD   -  BROWNS HOLE (2017)
 DR5518
 DR5518                         *CURRENT SURVEY CONTROL
 DR5518  ______________________________________________________________________
 DR5518* NAD 83(2011) POSITION- 41 15 43.80409(N) 111 44 31.31121(W)   ADJUSTED
 DR5518* NAD 83(2011) ELLIP HT-  1500.206 (meters)        (07/08/20)   ADJUSTED
 DR5518* NAD 83(2011) EPOCH   -  2010.00
 DR5518* NAVD 88 ORTHO HEIGHT -  1516.07  (meters)     4974.0   (feet) GPS OBS
 DR5518  ______________________________________________________________________
 DR5518  GEOID HEIGHT    -        -15.851 (meters)                     GEOID18
 DR5518  NAD 83(2011) X  - -1,779,006.510 (meters)                     COMP
 DR5518  NAD 83(2011) Y  - -4,460,917.660 (meters)                     COMP
 DR5518  NAD 83(2011) Z  -  4,185,342.506 (meters)                     COMP
 DR5518  LAPLACE CORR    -          7.80  (seconds)                    DEFLEC18
 DR5518
 DR5518  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5518  Standards:
 DR5518         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5518            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5518  -------------------------------------------------------------------
 DR5518  NETWORK    0.81   1.57           0.36   0.30   0.80     -0.02331186
 DR5518  -------------------------------------------------------------------
 DR5518  Click here for local accuracies and other accuracy information.
 DR5518
 DR5518.The horizontal coordinates were established by GPS observations
 DR5518.and adjusted by the National Geodetic Survey in July 2020.
 DR5518
 DR5518.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5518.been affixed to the stable North American tectonic plate. See 
 DR5518.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5518
 DR5518.The horizontal coordinates are valid at the epoch date displayed above
 DR5518.which is a decimal equivalence of Year/Month/Day.
 DR5518
 DR5518.The orthometric height was determined by GPS observations and a
 DR5518.high-resolution geoid model using precise GPS observation and
 DR5518.processing techniques.
 DR5518
 DR5518.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5518.GEOID18 height accuracy estimate available here.
 DR5518
 DR5518.Click photographs - Photos may exist for this station.
 DR5518
 DR5518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5518
 DR5518.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5518
 DR5518.The ellipsoidal height was determined by GPS observations
 DR5518.and is referenced to NAD 83.
 DR5518
 DR5518. The following values were computed from the NAD 83(2011) position.
 DR5518
 DR5518;                    North         East     Units Scale Factor Converg.
 DR5518;SPC UT N     - 1,103,175.186   479,718.488   MT  0.99995686   -0 09 34.5
 DR5518;SPC UT N     - 3,619,333.92  1,573,876.41   sFT  0.99995686   -0 09 34.5
 DR5518;UTM  12      - 4,568,126.299   437,841.768   MT  0.99964755   -0 29 21.8
 DR5518
 DR5518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5518!SPC UT N     -   0.99976474  x   0.99995686  =   0.99972161
 DR5518!UTM  12      -   0.99976474  x   0.99964755  =   0.99941237
 DR5518
 DR5518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3784168126(NAD 83)
 DR5518
 DR5518                          SUPERSEDED SURVEY CONTROL
 DR5518
 DR5518.No superseded survey control is available for this station.
 DR5518
 DR5518_MARKER: DB = BENCH MARK DISK
 DR5518_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR5518_SP_SET: IRRIGATION WING WALL
 DR5518_STAMPING: WC 123 1985
 DR5518_MARK LOGO: UT-057
 DR5518_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5518+STABILITY: SURFACE MOTION
 DR5518
 DR5518  HISTORY     - Date     Condition        Report By
 DR5518  HISTORY     - 1985     MONUMENTED       UT-057
 DR5518  HISTORY     - 20160812 POOR             UT-057
 DR5518
 DR5518                          STATION DESCRIPTION
 DR5518
 DR5518'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5518'THE STATION IS LOCATED ABOUT 11.7 MI (18.8 KM) EAST-SOUTHEAST OF NORTH
 DR5518'OGDEN, 10.0 MI (16.1 KM) NORTH OF PETERSON AND 1.4 MI (2.3 KM) EAST OF
 DR5518'HUNTSVILLE.
 DR5518'
 DR5518'STATION IS LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF 8600
 DR5518'EAST AND 100 SOUTH HUNTSVILLE, UT.
 DR5518'
 DR5518'IT IS 33.7 FT (10.3 M) NORTH OF THE CENTERLINE OF HIGHWAY 39, 13 FT
 DR5518'(4.0 M) EAST OF THE CENTERLINE OF 8600 EAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5561 ***********************************************************************
 DR5561  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5561  DESIGNATION -  WC 126
 DR5561  PID         -  DR5561
 DR5561  STATE/COUNTY-  UT/WEBER
 DR5561  COUNTRY     -  US
 DR5561  USGS QUAD   -  BROWNS HOLE (2017)
 DR5561
 DR5561                         *CURRENT SURVEY CONTROL
 DR5561  ______________________________________________________________________
 DR5561* NAD 83(2011) POSITION- 41 16 03.93689(N) 111 41 06.06146(W)   ADJUSTED
 DR5561* NAD 83(2011) ELLIP HT-  1551.916 (meters)        (07/08/20)   ADJUSTED
 DR5561* NAD 83(2011) EPOCH   -  2010.00
 DR5561* NAVD 88 ORTHO HEIGHT -  1567.57  (meters)     5142.9   (feet) GPS OBS
 DR5561  ______________________________________________________________________
 DR5561  GEOID HEIGHT    -        -15.640 (meters)                     GEOID18
 DR5561  NAD 83(2011) X  - -1,774,429.629 (meters)                     COMP
 DR5561  NAD 83(2011) Y  - -4,462,341.084 (meters)                     COMP
 DR5561  NAD 83(2011) Z  -  4,185,843.577 (meters)                     COMP
 DR5561  LAPLACE CORR    -          7.64  (seconds)                    DEFLEC18
 DR5561
 DR5561  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5561  Standards:
 DR5561         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5561            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5561  -------------------------------------------------------------------
 DR5561  NETWORK    0.75   1.39           0.34   0.26   0.71     -0.15736911
 DR5561  -------------------------------------------------------------------
 DR5561  Click here for local accuracies and other accuracy information.
 DR5561
 DR5561.The horizontal coordinates were established by GPS observations
 DR5561.and adjusted by the National Geodetic Survey in July 2020.
 DR5561
 DR5561.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5561.been affixed to the stable North American tectonic plate. See 
 DR5561.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5561
 DR5561.The horizontal coordinates are valid at the epoch date displayed above
 DR5561.which is a decimal equivalence of Year/Month/Day.
 DR5561
 DR5561.The orthometric height was determined by GPS observations and a
 DR5561.high-resolution geoid model using precise GPS observation and
 DR5561.processing techniques.
 DR5561
 DR5561.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5561.GEOID18 height accuracy estimate available here.
 DR5561
 DR5561.Click photographs - Photos may exist for this station.
 DR5561
 DR5561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5561
 DR5561.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5561
 DR5561.The ellipsoidal height was determined by GPS observations
 DR5561.and is referenced to NAD 83.
 DR5561
 DR5561. The following values were computed from the NAD 83(2011) position.
 DR5561
 DR5561;                    North         East     Units Scale Factor Converg.
 DR5561;SPC UT N     - 1,103,784.510   484,497.401   MT  0.99995689   -0 07 19.2
 DR5561;SPC UT N     - 3,621,333.01  1,589,555.22   sFT  0.99995689   -0 07 19.2
 DR5561;UTM  12      - 4,568,707.921   442,622.612   MT  0.99964052   -0 27 06.6
 DR5561
 DR5561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5561!SPC UT N     -   0.99975663  x   0.99995689  =   0.99971353
 DR5561!UTM  12      -   0.99975663  x   0.99964052  =   0.99939724
 DR5561
 DR5561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL4262268707(NAD 83)
 DR5561
 DR5561                          SUPERSEDED SURVEY CONTROL
 DR5561
 DR5561.No superseded survey control is available for this station.
 DR5561
 DR5561_MARKER: DB = BENCH MARK DISK
 DR5561_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR5561_SP_SET: IRRIGATION DIVERSION STRUCTURE
 DR5561_STAMPING: WC 126 1987
 DR5561_MARK LOGO: UT-057
 DR5561_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5561+STABILITY: SURFACE MOTION
 DR5561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5561+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2020
 DR5561
 DR5561  HISTORY     - Date     Condition        Report By
 DR5561  HISTORY     - 1987     MONUMENTED       UT-057
 DR5561  HISTORY     - 20161004 GOOD             UT-057
 DR5561  HISTORY     - 20200915 GOOD             DEWDAV
 DR5561
 DR5561                          STATION DESCRIPTION
 DR5561
 DR5561'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5561'THE STATION IS LOCATED ABOUT 14.5 MI (23.3 KM) EAST OF NORTH OGDEN,
 DR5561'11.2 MI (18.0 KM) NORTH-NORTHEAST OF PETERSON AND 4.4 MI (7.1 KM) EAST
 DR5561'OF HUNTSVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5561'
 DR5561'TO REACH FROM THE SPILLWAY OF PINEVIEW DAM PROCEED 5.05 MI (8.13 KM)
 DR5561'SOUTHEASTERLY ALONG HIGHWAY 39.  TURN EAST AT MAIN STREET IN
 DR5561'HUNTSVILLE AND PROCEED EASTERLY 4.05 MI (6.52 KM) ALONG HIGHWAY 39 TO
 DR5561'THE MARK ON THE RIGHT.
 DR5561'
 DR5561'IT IS 39 FT (11.9 M) EAST OF END OF A GUARD RAIL, 31.7 FT (9.7 M)
 DR5561'SOUTH OF THE CENTERLINE OF HIGHWAY 39 AND SET IN THE TOP SOUTHEAST
 DR5561'CORNER OF AN IRRIGATION DIVERSION STRUCTURE.
 DR5561
 DR5561                          STATION RECOVERY (2020)
 DR5561
 DR5561'RECOVERY NOTE BY DEWBERRY DAVIS 2020 (DEI)
 DR5561'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5520 ***********************************************************************
 DR5520  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5520  DESIGNATION -  WC 131 RESET
 DR5520  PID         -  DR5520
 DR5520  STATE/COUNTY-  UT/WEBER
 DR5520  COUNTRY     -  US
 DR5520  USGS QUAD   -  HUNTSVILLE (2017)
 DR5520
 DR5520                         *CURRENT SURVEY CONTROL
 DR5520  ______________________________________________________________________
 DR5520* NAD 83(2011) POSITION- 41 20 13.93089(N) 111 52 08.53592(W)   ADJUSTED
 DR5520* NAD 83(2011) ELLIP HT-  1548.087 (meters)        (07/08/20)   ADJUSTED
 DR5520* NAD 83(2011) EPOCH   -  2010.00
 DR5520* NAVD 88 ORTHO HEIGHT -  1564.03  (meters)     5131.3   (feet) GPS OBS
 DR5520  ______________________________________________________________________
 DR5520  GEOID HEIGHT    -        -15.926 (meters)                     GEOID18
 DR5520  NAD 83(2011) X  - -1,786,854.821 (meters)                     COMP
 DR5520  NAD 83(2011) Y  - -4,451,891.139 (meters)                     COMP
 DR5520  NAD 83(2011) Z  -  4,191,636.213 (meters)                     COMP
 DR5520  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 DR5520
 DR5520  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5520  Standards:
 DR5520         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5520            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5520  -------------------------------------------------------------------
 DR5520  NETWORK    0.65   1.20           0.30   0.22   0.61     -0.09231728
 DR5520  -------------------------------------------------------------------
 DR5520  Click here for local accuracies and other accuracy information.
 DR5520
 DR5520.The horizontal coordinates were established by GPS observations
 DR5520.and adjusted by the National Geodetic Survey in July 2020.
 DR5520
 DR5520.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5520.been affixed to the stable North American tectonic plate. See 
 DR5520.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5520
 DR5520.The horizontal coordinates are valid at the epoch date displayed above
 DR5520.which is a decimal equivalence of Year/Month/Day.
 DR5520
 DR5520.The orthometric height was determined by GPS observations and a
 DR5520.high-resolution geoid model using precise GPS observation and
 DR5520.processing techniques.
 DR5520
 DR5520.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5520.GEOID18 height accuracy estimate available here.
 DR5520
 DR5520.Click photographs - Photos may exist for this station.
 DR5520
 DR5520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5520
 DR5520.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5520
 DR5520.The ellipsoidal height was determined by GPS observations
 DR5520.and is referenced to NAD 83.
 DR5520
 DR5520. The following values were computed from the NAD 83(2011) position.
 DR5520
 DR5520;                    North         East     Units Scale Factor Converg.
 DR5520;SPC UT N     - 1,111,545.565   469,111.111   MT  0.99995798   -0 14 36.0
 DR5520;SPC UT N     - 3,646,795.74  1,539,075.37   sFT  0.99995798   -0 14 36.0
 DR5520;UTM  12      - 4,576,555.136   427,285.989   MT  0.99966507   -0 34 26.5
 DR5520
 DR5520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5520!SPC UT N     -   0.99975724  x   0.99995798  =   0.99971523
 DR5520!UTM  12      -   0.99975724  x   0.99966507  =   0.99942239
 DR5520
 DR5520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2728576555(NAD 83)
 DR5520
 DR5520                          SUPERSEDED SURVEY CONTROL
 DR5520
 DR5520.No superseded survey control is available for this station.
 DR5520
 DR5520_MARKER: DB = BENCH MARK DISK
 DR5520_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5520_SP_SET: BACK OF CURB
 DR5520_STAMPING: WC 131 RESET 2002
 DR5520_MARK LOGO: UT-057
 DR5520_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5520
 DR5520  HISTORY     - Date     Condition        Report By
 DR5520  HISTORY     - 2002     MONUMENTED       UT-057
 DR5520  HISTORY     - 20161109 GOOD             UT-057
 DR5520
 DR5520                          STATION DESCRIPTION
 DR5520
 DR5520'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5520'THE STATION IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTHEAST OF OGDEN, 7.4
 DR5520'MI (11.9 KM) NORTHWEST OF HUNTSVILLE AND 5.1 MI (8.2 KM)
 DR5520'EAST-NORTHEAST OF NORTH OGDEN.  OWNERSHIP--CHURCH OF LATTER DAY
 DR5520'SAINTS.
 DR5520'
 DR5520'TO REACH FROM THE INTERSECTION OF HIGHWAY 16S AND 3300 EAST PROCEED
 DR5520'NORTH 0.25 MI (0.40 KM) TO THE STATION ON THE LEFT.  THE APPROXIMATE
 DR5520'ADDRESS OF   THE STATION IS 4301 NORTH 3300 EAST, EDEN, UT.
 DR5520'
 DR5520'IT IS 44.6 FT (13.6 M) WEST OF THE CENTERLINE OF HIGHWAY 162, 10 FT
 DR5520'(3.0 M) SOUTH OF THE EAST TO WEST RUNNING SECTION LINE FENCE, 4.3 FT
 DR5520'(1.3 M) WEST OF A RIGHT OF WAY FENCE AND SET IN THE TOP OF CURB.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5521 ***********************************************************************
 DR5521  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5521  DESIGNATION -  WC 132
 DR5521  PID         -  DR5521
 DR5521  STATE/COUNTY-  UT/WEBER
 DR5521  COUNTRY     -  US
 DR5521  USGS QUAD   -  HUNTSVILLE (2017)
 DR5521
 DR5521                         *CURRENT SURVEY CONTROL
 DR5521  ______________________________________________________________________
 DR5521* NAD 83(2011) POSITION- 41 21 09.06494(N) 111 52 25.12125(W)   ADJUSTED
 DR5521* NAD 83(2011) ELLIP HT-  1574.784 (meters)        (07/08/20)   ADJUSTED
 DR5521* NAD 83(2011) EPOCH   -  2010.00
 DR5521* NAVD 88 ORTHO HEIGHT -  1590.67  (meters)     5218.7   (feet) GPS OBS
 DR5521  ______________________________________________________________________
 DR5521  GEOID HEIGHT    -        -15.869 (meters)                     GEOID18
 DR5521  NAD 83(2011) X  - -1,786,801.540 (meters)                     COMP
 DR5521  NAD 83(2011) Y  - -4,450,723.088 (meters)                     COMP
 DR5521  NAD 83(2011) Z  -  4,192,931.104 (meters)                     COMP
 DR5521  LAPLACE CORR    -          1.19  (seconds)                    DEFLEC18
 DR5521
 DR5521  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5521  Standards:
 DR5521         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5521            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5521  -------------------------------------------------------------------
 DR5521  NETWORK    0.72   1.25           0.33   0.24   0.64     -0.04504928
 DR5521  -------------------------------------------------------------------
 DR5521  Click here for local accuracies and other accuracy information.
 DR5521
 DR5521.The horizontal coordinates were established by GPS observations
 DR5521.and adjusted by the National Geodetic Survey in July 2020.
 DR5521
 DR5521.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5521.been affixed to the stable North American tectonic plate. See 
 DR5521.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5521
 DR5521.The horizontal coordinates are valid at the epoch date displayed above
 DR5521.which is a decimal equivalence of Year/Month/Day.
 DR5521
 DR5521.The orthometric height was determined by GPS observations and a
 DR5521.high-resolution geoid model using precise GPS observation and
 DR5521.processing techniques.
 DR5521
 DR5521.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5521.GEOID18 height accuracy estimate available here.
 DR5521
 DR5521.Click photographs - Photos may exist for this station.
 DR5521
 DR5521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5521
 DR5521.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5521
 DR5521.The ellipsoidal height was determined by GPS observations
 DR5521.and is referenced to NAD 83.
 DR5521
 DR5521. The following values were computed from the NAD 83(2011) position.
 DR5521
 DR5521;                    North         East     Units Scale Factor Converg.
 DR5521;SPC UT N     - 1,113,248.021   468,732.812   MT  0.99995841   -0 14 46.9
 DR5521;SPC UT N     - 3,652,381.22  1,537,834.23   sFT  0.99995841   -0 14 46.9
 DR5521;UTM  12      - 4,578,259.247   426,917.633   MT  0.99966573   -0 34 38.0
 DR5521
 DR5521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5521!SPC UT N     -   0.99975305  x   0.99995841  =   0.99971147
 DR5521!UTM  12      -   0.99975305  x   0.99966573  =   0.99941886
 DR5521
 DR5521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2691778259(NAD 83)
 DR5521
 DR5521                          SUPERSEDED SURVEY CONTROL
 DR5521
 DR5521.No superseded survey control is available for this station.
 DR5521
 DR5521_MARKER: DB = BENCH MARK DISK
 DR5521_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR5521_SP_SET: IN BRIDGE ABUTMENT
 DR5521_STAMPING: WC 132 1987
 DR5521_MARK LOGO: UT-057
 DR5521_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5521+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2016
 DR5521
 DR5521  HISTORY     - Date     Condition        Report By
 DR5521  HISTORY     - 1987     MONUMENTED       UT-057
 DR5521  HISTORY     - 20161109 GOOD             UT-057
 DR5521
 DR5521                          STATION DESCRIPTION
 DR5521
 DR5521'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5521'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) EAST-SOUTHEAST OF
 DR5521'WILLARD, 8.3 MI (13.4 KM) NORTHWEST OF HUNTSVILLE AND 5.4 MI (8.7 KM)
 DR5521'NORTHEAST OF NORTH OGDEN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5521'
 DR5521'TO REACH FROM THE PINEVIEW DAM SPILLWAY, THENCE 3.25 MI (5.23 KM) WEST
 DR5521'ALONG HIGHWAY 162, THENCE 1.35 MI (2.17 KM) NORTH ALONG 3300 EASTTO
 DR5521'THE STATION ON THE LEFT.  APPROXIMATE ADDRESS OF THE MARK IS 5109
 DR5521'NORTH 3100 EAST EDEN, UT.
 DR5521'
 DR5521'IT IS 500 FT (152.4 M) SOUTH OF A Y INTERSECTION, 31.5 FT (9.6 M) WEST
 DR5521'OF THE CENTERLINE OF HIGHWAY 162, 30 FT (9.1 M) SOUTH OF THE CENTER OF
 DR5521'THE RIVER AND SET IN THE EASTERLY END OF THE WING WALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5562 ***********************************************************************
 DR5562  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5562  DESIGNATION -  WC 14
 DR5562  PID         -  DR5562
 DR5562  STATE/COUNTY-  UT/WEBER
 DR5562  COUNTRY     -  US
 DR5562  USGS QUAD   -  ROY (2017)
 DR5562
 DR5562                         *CURRENT SURVEY CONTROL
 DR5562  ______________________________________________________________________
 DR5562* NAD 83(2011) POSITION- 41 11 48.65033(N) 112 05 35.59758(W)   ADJUSTED
 DR5562* NAD 83(2011) ELLIP HT-  1280.399 (meters)        (07/08/20)   ADJUSTED
 DR5562* NAD 83(2011) EPOCH   -  2010.00
 DR5562* NAVD 88 ORTHO HEIGHT -  1297.45  (meters)     4256.7   (feet) GPS OBS
 DR5562  ______________________________________________________________________
 DR5562  GEOID HEIGHT    -        -17.030 (meters)                     GEOID18
 DR5562  NAD 83(2011) X  - -1,808,052.313 (meters)                     COMP
 DR5562  NAD 83(2011) Y  - -4,454,207.553 (meters)                     COMP
 DR5562  NAD 83(2011) Z  -  4,179,740.598 (meters)                     COMP
 DR5562  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 DR5562
 DR5562  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5562  Standards:
 DR5562         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5562            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5562  -------------------------------------------------------------------
 DR5562  NETWORK    1.07   1.82           0.49   0.36   0.93      0.06198703
 DR5562  -------------------------------------------------------------------
 DR5562  Click here for local accuracies and other accuracy information.
 DR5562
 DR5562.The horizontal coordinates were established by GPS observations
 DR5562.and adjusted by the National Geodetic Survey in July 2020.
 DR5562
 DR5562.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5562.been affixed to the stable North American tectonic plate. See 
 DR5562.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5562
 DR5562.The horizontal coordinates are valid at the epoch date displayed above
 DR5562.which is a decimal equivalence of Year/Month/Day.
 DR5562
 DR5562.The orthometric height was determined by GPS observations and a
 DR5562.high-resolution geoid model using precise GPS observation and
 DR5562.processing techniques.
 DR5562
 DR5562.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5562.GEOID18 height accuracy estimate available here.
 DR5562
 DR5562.Click photographs - Photos may exist for this station.
 DR5562
 DR5562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5562
 DR5562.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5562
 DR5562.The ellipsoidal height was determined by GPS observations
 DR5562.and is referenced to NAD 83.
 DR5562
 DR5562. The following values were computed from the NAD 83(2011) position.
 DR5562
 DR5562;                    North         East     Units Scale Factor Converg.
 DR5562;SPC UT N     - 1,096,062.717   450,240.494   MT  0.99995728   -0 23 28.1
 DR5562;SPC UT N     - 3,595,999.10  1,477,164.02   sFT  0.99995728   -0 23 28.1
 DR5562;UTM  12      - 4,561,185.400   408,331.729   MT  0.99970342   -0 43 12.4
 DR5562
 DR5562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5562!SPC UT N     -   0.99979920  x   0.99995728  =   0.99975649
 DR5562!UTM  12      -   0.99979920  x   0.99970342  =   0.99950268
 DR5562
 DR5562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0833161185(NAD 83)
 DR5562
 DR5562                          SUPERSEDED SURVEY CONTROL
 DR5562
 DR5562.No superseded survey control is available for this station.
 DR5562
 DR5562_MARKER: DB = BENCH MARK DISK
 DR5562_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR5562_SP_SET: WING WALL
 DR5562_STAMPING: WC 14 1985
 DR5562_MARK LOGO: UT-057
 DR5562_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5562+STABILITY: SURFACE MOTION
 DR5562
 DR5562  HISTORY     - Date     Condition        Report By
 DR5562  HISTORY     - 1985     MONUMENTED       UT-057
 DR5562  HISTORY     - 20150723 GOOD             UT-057
 DR5562
 DR5562                          STATION DESCRIPTION
 DR5562
 DR5562'DESCRIBED BY WEBER COUNTY UTAH 2015 (DJM)
 DR5562'THE STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) NORTHWEST OF ROY, 3.8 MI
 DR5562'(6.1 KM) NORTHWEST OF ROY PARK ADDITION SUBDIVISION AND 3.3 MI (5.3
 DR5562'KM) NORTHWEST OF ROY WEST SUBDIVISION.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5562'
 DR5562'TO REACH FROM THE INTERSECTION OF 4700 WEST AND 4000 SOUTH PROCEED
 DR5562'NORTH 0.3 MI (0.5 KM) TO THE MARK ON THE LEFT.  THE APPROXIMATE
 DR5562'ADDRESS OF THE MARK IS 4700 WEST AND 3700 SOUTH.
 DR5562'
 DR5562'IT IS 250 FT (76.2 M) NORTH OF DALLAS GREEN CO-OP AND 6.8 FT (2.1 M)
 DR5562'WEST OF THE EDGE OF OIL IT IS SET IN THE SOUTH WEST CORNER OF AN
 DR5562'IRRIGATION CANAL WING WALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5522 ***********************************************************************
 DR5522  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5522  DESIGNATION -  WC 140
 DR5522  PID         -  DR5522
 DR5522  STATE/COUNTY-  UT/WEBER
 DR5522  COUNTRY     -  US
 DR5522  USGS QUAD   -  HUNTSVILLE (2017)
 DR5522
 DR5522                         *CURRENT SURVEY CONTROL
 DR5522  ______________________________________________________________________
 DR5522* NAD 83(2011) POSITION- 41 22 08.56035(N) 111 45 47.59441(W)   ADJUSTED
 DR5522* NAD 83(2011) ELLIP HT-  2698.395 (meters)        (07/08/20)   ADJUSTED
 DR5522* NAD 83(2011) EPOCH   -  2010.00
 DR5522* NAVD 88 ORTHO HEIGHT -  2713.83  (meters)     8903.6   (feet) GPS OBS
 DR5522  ______________________________________________________________________
 DR5522  GEOID HEIGHT    -        -15.415 (meters)                     GEOID18
 DR5522  NAD 83(2011) X  - -1,778,083.348 (meters)                     COMP
 DR5522  NAD 83(2011) Y  - -4,453,814.900 (meters)                     COMP
 DR5522  NAD 83(2011) Z  -  4,195,051.667 (meters)                     COMP
 DR5522  LAPLACE CORR    -          8.08  (seconds)                    DEFLEC18
 DR5522
 DR5522  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5522  Standards:
 DR5522         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5522            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5522  -------------------------------------------------------------------
 DR5522  NETWORK    0.41   0.80           0.18   0.15   0.41     -0.08559058
 DR5522  -------------------------------------------------------------------
 DR5522  Click here for local accuracies and other accuracy information.
 DR5522
 DR5522.The horizontal coordinates were established by GPS observations
 DR5522.and adjusted by the National Geodetic Survey in July 2020.
 DR5522
 DR5522.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5522.been affixed to the stable North American tectonic plate. See 
 DR5522.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5522
 DR5522.The horizontal coordinates are valid at the epoch date displayed above
 DR5522.which is a decimal equivalence of Year/Month/Day.
 DR5522
 DR5522.The orthometric height was determined by GPS observations and a
 DR5522.high-resolution geoid model using precise GPS observation and
 DR5522.processing techniques.
 DR5522
 DR5522.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5522.GEOID18 height accuracy estimate available here.
 DR5522
 DR5522.Click photographs - Photos may exist for this station.
 DR5522
 DR5522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5522
 DR5522.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5522
 DR5522.The ellipsoidal height was determined by GPS observations
 DR5522.and is referenced to NAD 83.
 DR5522
 DR5522. The following values were computed from the NAD 83(2011) position.
 DR5522
 DR5522;                    North         East     Units Scale Factor Converg.
 DR5522;SPC UT N     - 1,115,049.523   477,978.803   MT  0.99995897   -0 10 24.8
 DR5522;SPC UT N     - 3,658,291.64  1,568,168.79   sFT  0.99995897   -0 10 24.8
 DR5522;UTM  12      - 4,580,006.799   436,171.088   MT  0.99965014   -0 30 16.0
 DR5522
 DR5522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5522!SPC UT N     -   0.99957693  x   0.99995897  =   0.99953591
 DR5522!UTM  12      -   0.99957693  x   0.99965014  =   0.99922721
 DR5522
 DR5522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3617180006(NAD 83)
 DR5522
 DR5522                          SUPERSEDED SURVEY CONTROL
 DR5522
 DR5522.No superseded survey control is available for this station.
 DR5522
 DR5522_MARKER: DV = VERTICAL CONTROL DISK
 DR5522_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR5522_SP_SET: WATER TANK
 DR5522_STAMPING: BM 140 2016
 DR5522_MARK LOGO: UT-057
 DR5522_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5522+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2016
 DR5522
 DR5522  HISTORY     - Date     Condition        Report By
 DR5522  HISTORY     - 20161031 MONUMENTED       UT-057
 DR5522
 DR5522                          STATION DESCRIPTION
 DR5522
 DR5522'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5522'THE STATION IS LOCATED ABOUT 12.8 MI (20.6 KM) SOUTHEAST OF MANTUA,
 DR5522'11.1 MI (17.9 KM) EAST-NORTHEAST OF NORTH OGDEN AND 7.5 MI (12.1 KM)
 DR5522'NORTH OF HUNTSVILLE.
 DR5522'
 DR5522'LOCATED IN THE SOUTHEAST QUARTER OF SECTION 6 T7N2RE, SLBM.
 DR5522'APPROXIMATE ADDRESS OF   THE STATION IS 7640 EAST POWDER RIDGE ROAD,
 DR5522'EDEN, UT.
 DR5522'
 DR5522'IT IS 2.0 FT (0.6 M) BELOW GRADE AND 0.25 FT (8 CM) FROM THE WEST EDGE
 DR5522'OF THE TANK UNDERNEATH A RING AND LID, 2.0 FT (0.6 M) BELOW GRADE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5523 ***********************************************************************
 DR5523  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5523  DESIGNATION -  WC 141
 DR5523  PID         -  DR5523
 DR5523  STATE/COUNTY-  UT/WEBER
 DR5523  COUNTRY     -  US
 DR5523  USGS QUAD   -  SNOW BASIN (2017)
 DR5523
 DR5523                         *CURRENT SURVEY CONTROL
 DR5523  ______________________________________________________________________
 DR5523* NAD 83(2011) POSITION- 41 13 59.09320(N) 111 49 15.54285(W)   ADJUSTED
 DR5523* NAD 83(2011) ELLIP HT-  1656.584 (meters)        (07/08/20)   ADJUSTED
 DR5523* NAD 83(2011) EPOCH   -  2010.00
 DR5523* NAVD 88 ORTHO HEIGHT -  1672.65  (meters)     5487.7   (feet) GPS OBS
 DR5523  ______________________________________________________________________
 DR5523  GEOID HEIGHT    -        -16.045 (meters)                     GEOID18
 DR5523  NAD 83(2011) X  - -1,785,987.493 (meters)                     COMP
 DR5523  NAD 83(2011) Y  - -4,460,548.787 (meters)                     COMP
 DR5523  NAD 83(2011) Z  -  4,183,016.254 (meters)                     COMP
 DR5523  LAPLACE CORR    -          4.07  (seconds)                    DEFLEC18
 DR5523
 DR5523  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5523  Standards:
 DR5523         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5523            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5523  -------------------------------------------------------------------
 DR5523  NETWORK    0.86   1.65           0.38   0.32   0.84     -0.00751113
 DR5523  -------------------------------------------------------------------
 DR5523  Click here for local accuracies and other accuracy information.
 DR5523
 DR5523.The horizontal coordinates were established by GPS observations
 DR5523.and adjusted by the National Geodetic Survey in July 2020.
 DR5523
 DR5523.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5523.been affixed to the stable North American tectonic plate. See 
 DR5523.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5523
 DR5523.The horizontal coordinates are valid at the epoch date displayed above
 DR5523.which is a decimal equivalence of Year/Month/Day.
 DR5523
 DR5523.The orthometric height was determined by GPS observations and a
 DR5523.high-resolution geoid model using precise GPS observation and
 DR5523.processing techniques.
 DR5523
 DR5523.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5523.GEOID18 height accuracy estimate available here.
 DR5523
 DR5523.Click photographs - Photos may exist for this station.
 DR5523
 DR5523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5523
 DR5523.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5523
 DR5523.The ellipsoidal height was determined by GPS observations
 DR5523.and is referenced to NAD 83.
 DR5523
 DR5523. The following values were computed from the NAD 83(2011) position.
 DR5523
 DR5523;                    North         East     Units Scale Factor Converg.
 DR5523;SPC UT N     - 1,099,966.488   473,090.523   MT  0.99995689   -0 12 41.9
 DR5523;SPC UT N     - 3,608,806.72  1,552,131.16   sFT  0.99995689   -0 12 41.9
 DR5523;UTM  12      - 4,564,956.753   431,197.471   MT  0.99965826   -0 32 28.1
 DR5523
 DR5523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5523!SPC UT N     -   0.99974022  x   0.99995689  =   0.99969712
 DR5523!UTM  12      -   0.99974022  x   0.99965826  =   0.99939857
 DR5523
 DR5523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3119764956(NAD 83)
 DR5523
 DR5523                          SUPERSEDED SURVEY CONTROL
 DR5523
 DR5523.No superseded survey control is available for this station.
 DR5523
 DR5523_MARKER: DV = VERTICAL CONTROL DISK
 DR5523_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR5523+WITH SETTING: PAVEMENT
 DR5523_SP_SET: GATE POST
 DR5523_MARK LOGO: UT-057
 DR5523_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5523+STABILITY: SURFACE MOTION
 DR5523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5523+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2018
 DR5523
 DR5523  HISTORY     - Date     Condition        Report By
 DR5523  HISTORY     - 20180418 MONUMENTED       UT-057
 DR5523
 DR5523                          STATION DESCRIPTION
 DR5523
 DR5523'DESCRIBED BY WEBER COUNTY UTAH 2018 (DJM)
 DR5523'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTH-NORTHWEST OF
 DR5523'PETERSON, 8.0 MI (12.9 KM) EAST OF OGDEN AND 3.3 MI (5.3 KM) SOUTHWEST
 DR5523'OF HUNTSVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5523'
 DR5523'TO REACH FROM THE INTERSECTION OF OGDEN CANYON ROAD AND OLD SNOW BASIN
 DR5523'ROAD, HUNTSVILLE, UT, PROCEED IN A SOUTHWESTERLY DIRECTION 3.8 MI (6.1
 DR5523'KM) TO A GATE ACROSS OLD SNOW BASIN ROAD.  THE MARK IS APPROXIMATELY
 DR5523'140 FT (42.7 M) SOUTHWESTERLY FROM THE INTERSECTION OF WHEELER CREEK
 DR5523'ROAD AND OLD SNOW BASIN ROAD HUNTSVILLE, UT.
 DR5523'
 DR5523'NOTE-THE DISK IS NOT STAMPED.  IT IS 1.0 FT (0.3 M) SOUTH OF A GATE
 DR5523'POST AND SET IN THE BASE OF SAID GATE POST.
 DR5523'
 DR5523'NOTE-THE DISK IS NOT STAMPED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5563 ***********************************************************************
 DR5563  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5563  DESIGNATION -  WC 142
 DR5563  PID         -  DR5563
 DR5563  STATE/COUNTY-  UT/CACHE
 DR5563  COUNTRY     -  US
 DR5563  USGS QUAD   -  MANTUA (2017)
 DR5563
 DR5563                         *CURRENT SURVEY CONTROL
 DR5563  ______________________________________________________________________
 DR5563* NAD 83(2011) POSITION- 41 22 46.35625(N) 111 54 07.36763(W)   ADJUSTED
 DR5563* NAD 83(2011) ELLIP HT-  1685.550 (meters)        (07/08/20)   ADJUSTED
 DR5563* NAD 83(2011) EPOCH   -  2010.00
 DR5563* NAVD 88 ORTHO HEIGHT -  1701.37  (meters)     5581.9   (feet) GPS OBS
 DR5563  ______________________________________________________________________
 DR5563  GEOID HEIGHT    -        -15.803 (meters)                     GEOID18
 DR5563  NAD 83(2011) X  - -1,788,298.471 (meters)                     COMP
 DR5563  NAD 83(2011) Y  - -4,448,073.074 (meters)                     COMP
 DR5563  NAD 83(2011) Z  -  4,195,257.490 (meters)                     COMP
 DR5563  LAPLACE CORR    -          3.75  (seconds)                    DEFLEC18
 DR5563
 DR5563  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5563  Standards:
 DR5563         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5563            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5563  -------------------------------------------------------------------
 DR5563  NETWORK    0.73   1.35           0.34   0.24   0.69     -0.04541342
 DR5563  -------------------------------------------------------------------
 DR5563  Click here for local accuracies and other accuracy information.
 DR5563
 DR5563.The horizontal coordinates were established by GPS observations
 DR5563.and adjusted by the National Geodetic Survey in July 2020.
 DR5563
 DR5563.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5563.been affixed to the stable North American tectonic plate. See 
 DR5563.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5563
 DR5563.The horizontal coordinates are valid at the epoch date displayed above
 DR5563.which is a decimal equivalence of Year/Month/Day.
 DR5563
 DR5563.The orthometric height was determined by GPS observations and a
 DR5563.high-resolution geoid model using precise GPS observation and
 DR5563.processing techniques.
 DR5563
 DR5563.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5563.GEOID18 height accuracy estimate available here.
 DR5563
 DR5563.Click photographs - Photos may exist for this station.
 DR5563
 DR5563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5563
 DR5563.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5563
 DR5563.The ellipsoidal height was determined by GPS observations
 DR5563.and is referenced to NAD 83.
 DR5563
 DR5563. The following values were computed from the NAD 83(2011) position.
 DR5563
 DR5563;                    North         East     Units Scale Factor Converg.
 DR5563;SPC UT N     - 1,116,259.937   466,370.009   MT  0.99995936   -0 15 54.3
 DR5563;SPC UT N     - 3,662,262.81  1,530,082.27   sFT  0.99995936   -0 15 54.3
 DR5563;UTM  12      - 4,581,283.885   424,572.955   MT  0.99967001   -0 35 46.8
 DR5563
 DR5563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5563!SPC UT N     -   0.99973569  x   0.99995936  =   0.99969506
 DR5563!UTM  12      -   0.99973569  x   0.99967001  =   0.99940578
 DR5563
 DR5563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2457281283(NAD 83)
 DR5563
 DR5563                          SUPERSEDED SURVEY CONTROL
 DR5563
 DR5563.No superseded survey control is available for this station.
 DR5563
 DR5563_MARKER: DV = VERTICAL CONTROL DISK
 DR5563_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR5563_STAMPING: WC 142 2016
 DR5563_MARK LOGO: UT-057
 DR5563_PROJECTION: PROJECTING 15 CENTIMETERS
 DR5563_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5563+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2016
 DR5563_ROD/PIPE-DEPTH: 3.2 meters
 DR5563_SLEEVE-DEPTH  : 0.9 meters
 DR5563
 DR5563  HISTORY     - Date     Condition        Report By
 DR5563  HISTORY     - 20161025 MONUMENTED       UT-057
 DR5563
 DR5563                          STATION DESCRIPTION
 DR5563
 DR5563'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5563'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) EAST-NORTHEAST OF
 DR5563'WILLARD, 6.7 MI (10.8 KM) EAST-SOUTHEAST OF BRIGHAM CITY AND 3.1 MI
 DR5563'(5.0 KM) SOUTHEAST OF MANTUA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5563'
 DR5563'TO REACH FROM THE INTERSECTION OF 3100 EAST AND NORTH FORK ROAD
 DR5563'PROCEED NORTHWESTERLY 2.4 MI (3.9 KM) TO THE MARK ON THE LEFT.  MARK
 DR5563'IS SET IN THE SOUTH END OF A DIRT SCHOOL BUS TURN AROUND.
 DR5563'
 DR5563'IT IS 35 FT (10.7 M) WEST OF THE CENTERLINE OF NORTH FORK ROAD AND 4.5
 DR5563'FT (1.4 M) NORTH OF A SMALL BOULDER.
 DR5563'
 DR5563'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP
 DR5563'MARKED WEBER COUNTY SURVEYORS OFFICE.  ROD WAS DRIVEN TO REFUSAL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5564 ***********************************************************************
 DR5564  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5564  DESIGNATION -  WC 144
 DR5564  PID         -  DR5564
 DR5564  STATE/COUNTY-  UT/WEBER
 DR5564  COUNTRY     -  US
 DR5564  USGS QUAD   -  HUNTSVILLE (2017)
 DR5564
 DR5564                         *CURRENT SURVEY CONTROL
 DR5564  ______________________________________________________________________
 DR5564* NAD 83(2011) POSITION- 41 18 51.13992(N) 111 50 37.50915(W)   ADJUSTED
 DR5564* NAD 83(2011) ELLIP HT-  1507.755 (meters)        (07/08/20)   ADJUSTED
 DR5564* NAD 83(2011) EPOCH   -  2010.00
 DR5564* NAVD 88 ORTHO HEIGHT -  1523.74  (meters)     4999.1   (feet) GPS OBS
 DR5564  ______________________________________________________________________
 DR5564  GEOID HEIGHT    -        -15.964 (meters)                     GEOID18
 DR5564  NAD 83(2011) X  - -1,785,506.399 (meters)                     COMP
 DR5564  NAD 83(2011) Y  - -4,454,217.008 (meters)                     COMP
 DR5564  NAD 83(2011) Z  -  4,189,691.068 (meters)                     COMP
 DR5564  LAPLACE CORR    -          3.71  (seconds)                    DEFLEC18
 DR5564
 DR5564  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5564  Standards:
 DR5564         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5564            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5564  -------------------------------------------------------------------
 DR5564  NETWORK    0.64   1.16           0.29   0.22   0.59     -0.09305023
 DR5564  -------------------------------------------------------------------
 DR5564  Click here for local accuracies and other accuracy information.
 DR5564
 DR5564.The horizontal coordinates were established by GPS observations
 DR5564.and adjusted by the National Geodetic Survey in July 2020.
 DR5564
 DR5564.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5564.been affixed to the stable North American tectonic plate. See 
 DR5564.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5564
 DR5564.The horizontal coordinates are valid at the epoch date displayed above
 DR5564.which is a decimal equivalence of Year/Month/Day.
 DR5564
 DR5564.The orthometric height was determined by GPS observations and a
 DR5564.high-resolution geoid model using precise GPS observation and
 DR5564.processing techniques.
 DR5564
 DR5564.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5564.GEOID18 height accuracy estimate available here.
 DR5564
 DR5564.Click photographs - Photos may exist for this station.
 DR5564
 DR5564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5564
 DR5564.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5564
 DR5564.The ellipsoidal height was determined by GPS observations
 DR5564.and is referenced to NAD 83.
 DR5564
 DR5564. The following values were computed from the NAD 83(2011) position.
 DR5564
 DR5564;                    North         East     Units Scale Factor Converg.
 DR5564;SPC UT N     - 1,108,982.907   471,217.398   MT  0.99995745   -0 13 36.0
 DR5564;SPC UT N     - 3,638,388.09  1,545,985.75   sFT  0.99995745   -0 13 36.0
 DR5564;UTM  12      - 4,573,981.127   429,376.841   MT  0.99966138   -0 33 25.4
 DR5564
 DR5564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5564!SPC UT N     -   0.99976356  x   0.99995745  =   0.99972102
 DR5564!UTM  12      -   0.99976356  x   0.99966138  =   0.99942502
 DR5564
 DR5564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2937673981(NAD 83)
 DR5564
 DR5564                          SUPERSEDED SURVEY CONTROL
 DR5564
 DR5564.No superseded survey control is available for this station.
 DR5564
 DR5564_MARKER: DV = VERTICAL CONTROL DISK
 DR5564_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 DR5564_STAMPING: WC 144 2016
 DR5564_MARK LOGO: UT-057
 DR5564_PROJECTION: RECESSED 465 CENTIMETERS
 DR5564_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5564+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2016
 DR5564_ROD/PIPE-DEPTH: 4.3 meters
 DR5564_SLEEVE-DEPTH  : 0.9 meters
 DR5564
 DR5564  HISTORY     - Date     Condition        Report By
 DR5564  HISTORY     - 20161006 MONUMENTED       UT-057
 DR5564
 DR5564                          STATION DESCRIPTION
 DR5564
 DR5564'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5564'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTHEAST OF OGDEN, 6.0
 DR5564'MI (9.7 KM) EAST OF NORTH OGDEN AND 5.4 MI (8.7 KM) NORTHWEST OF
 DR5564'HUNTSVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5564'
 DR5564'TO REACH FROM THE INTERSECTION OF 5100 EAST AND HIGHWAY 162 IN EDEN
 DR5564'UTAH PROCEED NORTHEASTERLY 1.1 MI (1.8 KM) TO THE MARK ON THE RIGHT.
 DR5564'THE APPROXIMATE ADDRESS OF   THE STATION IS 3082 NORTH HIGHWAY 162
 DR5564'EDEN UT.
 DR5564'
 DR5564'IT IS 0.85 FT (26 CM) SOUTH OF A FIBERGLASS WITNESS POST AND 15.7 FT
 DR5564'(4.8 M) SOUTH OF A BARBED WIRE FENCE.  IT IS NEAR THE SOUTHWESTERLY
 DR5564'POST OF A WELCOME SIGN FOR EDEN TOWN.
 DR5564'
 DR5564'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP
 DR5564'MARKED WEBER COUNTY SURVEYORS OFFICE.  ROD DRIVEN TO REFUSAL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5565 ***********************************************************************
 DR5565  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5565  DESIGNATION -  WC 15
 DR5565  PID         -  DR5565
 DR5565  STATE/COUNTY-  UT/WEBER
 DR5565  COUNTRY     -  US
 DR5565  USGS QUAD   -  ROY (2017)
 DR5565
 DR5565                         *CURRENT SURVEY CONTROL
 DR5565  ______________________________________________________________________
 DR5565* NAD 83(2011) POSITION- 41 11 27.18638(N) 112 06 09.80698(W)   ADJUSTED
 DR5565* NAD 83(2011) ELLIP HT-  1278.105 (meters)        (07/08/20)   ADJUSTED
 DR5565* NAD 83(2011) EPOCH   -  2010.00
 DR5565* NAVD 88 ORTHO HEIGHT -  1295.16  (meters)     4249.2   (feet) GPS OBS
 DR5565  ______________________________________________________________________
 DR5565  GEOID HEIGHT    -        -17.035 (meters)                     GEOID18
 DR5565  NAD 83(2011) X  - -1,808,954.500 (meters)                     COMP
 DR5565  NAD 83(2011) Y  - -4,454,310.153 (meters)                     COMP
 DR5565  NAD 83(2011) Z  -  4,179,240.730 (meters)                     COMP
 DR5565  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 DR5565
 DR5565  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5565  Standards:
 DR5565         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5565            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5565  -------------------------------------------------------------------
 DR5565  NETWORK    1.04   2.41           0.47   0.37   1.23      0.04323647
 DR5565  -------------------------------------------------------------------
 DR5565  Click here for local accuracies and other accuracy information.
 DR5565
 DR5565.The horizontal coordinates were established by GPS observations
 DR5565.and adjusted by the National Geodetic Survey in July 2020.
 DR5565
 DR5565.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5565.been affixed to the stable North American tectonic plate. See 
 DR5565.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5565
 DR5565.The horizontal coordinates are valid at the epoch date displayed above
 DR5565.which is a decimal equivalence of Year/Month/Day.
 DR5565
 DR5565.The orthometric height was determined by GPS observations and a
 DR5565.high-resolution geoid model using precise GPS observation and
 DR5565.processing techniques.
 DR5565
 DR5565.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5565.GEOID18 height accuracy estimate available here.
 DR5565
 DR5565.Click photographs - Photos may exist for this station.
 DR5565
 DR5565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5565
 DR5565.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5565
 DR5565.The ellipsoidal height was determined by GPS observations
 DR5565.and is referenced to NAD 83.
 DR5565
 DR5565. The following values were computed from the NAD 83(2011) position.
 DR5565
 DR5565;                    North         East     Units Scale Factor Converg.
 DR5565;SPC UT N     - 1,095,406.097   449,438.834   MT  0.99995738   -0 23 50.7
 DR5565;SPC UT N     - 3,593,844.84  1,474,533.91   sFT  0.99995738   -0 23 50.7
 DR5565;UTM  12      - 4,560,533.558   407,526.516   MT  0.99970524   -0 43 34.6
 DR5565
 DR5565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5565!SPC UT N     -   0.99979956  x   0.99995738  =   0.99975695
 DR5565!UTM  12      -   0.99979956  x   0.99970524  =   0.99950486
 DR5565
 DR5565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0752660533(NAD 83)
 DR5565
 DR5565                          SUPERSEDED SURVEY CONTROL
 DR5565
 DR5565.No superseded survey control is available for this station.
 DR5565
 DR5565_MARKER: DB = BENCH MARK DISK
 DR5565_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5565_SP_SET: UTILITY PAD
 DR5565_STAMPING: WC 15 1985
 DR5565_MARK LOGO: UT-057
 DR5565_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5565+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2015
 DR5565
 DR5565  HISTORY     - Date     Condition        Report By
 DR5565  HISTORY     - 1985     MONUMENTED       UT-057
 DR5565  HISTORY     - 20150727 GOOD             UT-057
 DR5565
 DR5565                          STATION DESCRIPTION
 DR5565
 DR5565'DESCRIBED BY WEBER COUNTY UTAH 2015 (DJM)
 DR5565'THE STATION IS LOCATED ABOUT 4.1 MI (6.6 KM) WEST-NORTHWEST OF ROY,
 DR5565'3.6 MI (5.8 KM) WEST-NORTHWEST OF ROY PARK ADDITION SUBDIVISION AND
 DR5565'3.0 MI (4.8 KM) NORTHWEST OF ROY WEST SUBDIVISION.  OWNERSHIP--ROAD
 DR5565'RIGHT-OF-WAY.
 DR5565'
 DR5565'STATION IS LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION OF 4000
 DR5565'SOUTH AND 5100 WEST.
 DR5565'
 DR5565'IT IS 28 FT (8.5 M) NORTH OF THE CENTERLINE OF 4000 SOUTH, 16.0 FT
 DR5565'(4.9 M) EAST OF THE CENTERLINE OF OPT 5100 WEST AND SET IN THE TOP OF
 DR5565'A 8-IN (20 CM) ROUND CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5566 ***********************************************************************
 DR5566  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5566  DESIGNATION -  WC 16 RESET
 DR5566  PID         -  DR5566
 DR5566  STATE/COUNTY-  UT/WEBER
 DR5566  COUNTRY     -  US
 DR5566  USGS QUAD   -  ROY (2017)
 DR5566
 DR5566                         *CURRENT SURVEY CONTROL
 DR5566  ______________________________________________________________________
 DR5566* NAD 83(2011) POSITION- 41 09 49.90830(N) 112 05 00.53166(W)   ADJUSTED
 DR5566* NAD 83(2011) ELLIP HT-  1277.301 (meters)        (07/08/20)   ADJUSTED
 DR5566* NAD 83(2011) EPOCH   -  2010.00
 DR5566* NAVD 88 ORTHO HEIGHT -  1294.37  (meters)     4246.6   (feet) GPS OBS
 DR5566  ______________________________________________________________________
 DR5566  GEOID HEIGHT    -        -17.049 (meters)                     GEOID18
 DR5566  NAD 83(2011) X  - -1,808,201.130 (meters)                     COMP
 DR5566  NAD 83(2011) Y  - -4,456,748.113 (meters)                     COMP
 DR5566  NAD 83(2011) Z  -  4,176,981.002 (meters)                     COMP
 DR5566  LAPLACE CORR    -          1.78  (seconds)                    DEFLEC18
 DR5566
 DR5566  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5566  Standards:
 DR5566         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5566            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5566  -------------------------------------------------------------------
 DR5566  NETWORK    0.87   1.59           0.40   0.30   0.81      0.01032312
 DR5566  -------------------------------------------------------------------
 DR5566  Click here for local accuracies and other accuracy information.
 DR5566
 DR5566.The horizontal coordinates were established by GPS observations
 DR5566.and adjusted by the National Geodetic Survey in July 2020.
 DR5566
 DR5566.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5566.been affixed to the stable North American tectonic plate. See 
 DR5566.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5566
 DR5566.The horizontal coordinates are valid at the epoch date displayed above
 DR5566.which is a decimal equivalence of Year/Month/Day.
 DR5566
 DR5566.The orthometric height was determined by GPS observations and a
 DR5566.high-resolution geoid model using precise GPS observation and
 DR5566.processing techniques.
 DR5566
 DR5566.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5566.GEOID18 height accuracy estimate available here.
 DR5566
 DR5566.Click photographs - Photos may exist for this station.
 DR5566
 DR5566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5566
 DR5566.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5566
 DR5566.The ellipsoidal height was determined by GPS observations
 DR5566.and is referenced to NAD 83.
 DR5566
 DR5566. The following values were computed from the NAD 83(2011) position.
 DR5566
 DR5566;                    North         East     Units Scale Factor Converg.
 DR5566;SPC UT N     - 1,092,394.317   451,032.924   MT  0.99995799   -0 23 05.0
 DR5566;SPC UT N     - 3,583,963.69  1,479,763.85   sFT  0.99995799   -0 23 05.0
 DR5566;UTM  12      - 4,557,513.451   409,102.902   MT  0.99970169   -0 42 47.6
 DR5566
 DR5566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5566!SPC UT N     -   0.99979969  x   0.99995799  =   0.99975768
 DR5566!UTM  12      -   0.99979969  x   0.99970169  =   0.99950144
 DR5566
 DR5566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0910257513(NAD 83)
 DR5566
 DR5566                          SUPERSEDED SURVEY CONTROL
 DR5566
 DR5566.No superseded survey control is available for this station.
 DR5566
 DR5566_MARKER: DB = BENCH MARK DISK
 DR5566_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5566_SP_SET: TOP OF CURB
 DR5566_STAMPING: WC 16 RESET 2007
 DR5566_MARK LOGO: UT-057
 DR5566_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5566+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2015
 DR5566
 DR5566  HISTORY     - Date     Condition        Report By
 DR5566  HISTORY     - 2007     MONUMENTED       UT-057
 DR5566  HISTORY     - 20150723 GOOD             UT-057
 DR5566
 DR5566                          STATION DESCRIPTION
 DR5566
 DR5566'DESCRIBED BY WEBER COUNTY UTAH 2015 (DJM)
 DR5566'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) WEST OF ROY, 2.6 MI (4.2
 DR5566'KM) WEST OF ROY PARK ADDITION SUBDIVISION AND 1.5 MI (2.4 KM)
 DR5566'WEST-NORTHWEST OF ROY WEST SUBDIVISION.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5566'STATION IS IN THE NORTHEAST CORNER OF THE INTERSECTION OF 5600 SOUTH
 DR5566'AND 4300 WEST IN ROY UTAH.
 DR5566'
 DR5566'IT IS 43 FT (13.1 M) SOUTHEAST OF THE SOUTHWEST CORNER OF A UTILITY
 DR5566'BUILDING, 18 FT (5.5 M) NORTH OF THE CENTERLINE OF 5600 SOUTH AND SET
 DR5566'IN THE TOP A CONCRETE CURB.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5524 ***********************************************************************
 DR5524  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5524  DESIGNATION -  WC 19
 DR5524  PID         -  DR5524
 DR5524  STATE/COUNTY-  UT/WEBER
 DR5524  COUNTRY     -  US
 DR5524  USGS QUAD   -  PLAIN CITY (2017)
 DR5524
 DR5524                         *CURRENT SURVEY CONTROL
 DR5524  ______________________________________________________________________
 DR5524* NAD 83(2011) POSITION- 41 19 40.03935(N) 112 00 57.50421(W)   ADJUSTED
 DR5524* NAD 83(2011) ELLIP HT-  1304.447 (meters)        (07/08/20)   ADJUSTED
 DR5524* NAD 83(2011) EPOCH   -  2010.00
 DR5524* NAVD 88 ORTHO HEIGHT -  1320.94  (meters)     4333.8   (feet) GPS OBS
 DR5524  ______________________________________________________________________
 DR5524  GEOID HEIGHT    -        -16.475 (meters)                     GEOID18
 DR5524  NAD 83(2011) X  - -1,798,456.183 (meters)                     COMP
 DR5524  NAD 83(2011) Y  - -4,447,764.796 (meters)                     COMP
 DR5524  NAD 83(2011) Z  -  4,190,690.032 (meters)                     COMP
 DR5524  LAPLACE CORR    -         11.90  (seconds)                    DEFLEC18
 DR5524
 DR5524  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5524  Standards:
 DR5524         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5524            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5524  -------------------------------------------------------------------
 DR5524  NETWORK    0.75   1.45           0.33   0.28   0.74     -0.04285340
 DR5524  -------------------------------------------------------------------
 DR5524  Click here for local accuracies and other accuracy information.
 DR5524
 DR5524.The horizontal coordinates were established by GPS observations
 DR5524.and adjusted by the National Geodetic Survey in July 2020.
 DR5524
 DR5524.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5524.been affixed to the stable North American tectonic plate. See 
 DR5524.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5524
 DR5524.The horizontal coordinates are valid at the epoch date displayed above
 DR5524.which is a decimal equivalence of Year/Month/Day.
 DR5524
 DR5524.The orthometric height was determined by GPS observations and a
 DR5524.high-resolution geoid model using precise GPS observation and
 DR5524.processing techniques.
 DR5524
 DR5524.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5524.GEOID18 height accuracy estimate available here.
 DR5524
 DR5524.Click photographs - Photos may exist for this station.
 DR5524
 DR5524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5524
 DR5524.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5524
 DR5524.The ellipsoidal height was determined by GPS observations
 DR5524.and is referenced to NAD 83.
 DR5524
 DR5524. The following values were computed from the NAD 83(2011) position.
 DR5524
 DR5524;                    North         East     Units Scale Factor Converg.
 DR5524;SPC UT N     - 1,110,562.700   456,806.343   MT  0.99995774   -0 20 24.8
 DR5524;SPC UT N     - 3,643,571.12  1,498,705.48   sFT  0.99995774   -0 20 24.8
 DR5524;UTM  12      - 4,575,643.567   414,979.214   MT  0.99968896   -0 40 15.4
 DR5524
 DR5524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5524!SPC UT N     -   0.99979543  x   0.99995774  =   0.99975318
 DR5524!UTM  12      -   0.99979543  x   0.99968896  =   0.99948446
 DR5524
 DR5524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1497975643(NAD 83)
 DR5524
 DR5524                          SUPERSEDED SURVEY CONTROL
 DR5524
 DR5524.No superseded survey control is available for this station.
 DR5524
 DR5524_MARKER: DB = BENCH MARK DISK
 DR5524_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5524_SP_SET: IRRIGATION HEADGATE
 DR5524_STAMPING: WC 19 1985
 DR5524_MARK LOGO: UT-057
 DR5524_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5524+STABILITY: SURFACE MOTION
 DR5524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5524+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2016
 DR5524
 DR5524  HISTORY     - Date     Condition        Report By
 DR5524  HISTORY     - 1985     MONUMENTED       UT-057
 DR5524  HISTORY     - 20160728 GOOD             UT-057
 DR5524
 DR5524                          STATION DESCRIPTION
 DR5524
 DR5524'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5524'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTH OF WILLARD, 4.1 MI
 DR5524'(6.6 KM) EAST-NORTHEAST OF PLAIN CITY AND 3.3 MI (5.3 KM)
 DR5524'WEST-NORTHWEST OF NORTH OGDEN.
 DR5524'
 DR5524'IS LOCATED AT SOUTHWEST CORNER OF INTERSECTION 1550 WEST AND PLEASANT
 DR5524'VIEW DRIVE.
 DR5524'
 DR5524'IT IS 31 FT (9.4 M) SOUTH OF PLEASANT VIEW DRIVE, 15 FT (4.6 M) WEST
 DR5524'OF 1550 WEST STREET AND SET IN THE TOP EAST END OF CONCRETE HEAD GATE
 DR5524'ON THE SOUTH SIDE OF IRRIGATION DITCH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5525 ***********************************************************************
 DR5525  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5525  DESIGNATION -  WC 2 RESET
 DR5525  PID         -  DR5525
 DR5525  STATE/COUNTY-  UT/WEBER
 DR5525  COUNTRY     -  US
 DR5525  USGS QUAD   -  PLAIN CITY (2017)
 DR5525
 DR5525                         *CURRENT SURVEY CONTROL
 DR5525  ______________________________________________________________________
 DR5525* NAD 83(2011) POSITION- 41 20 08.94394(N) 112 03 50.49256(W)   ADJUSTED
 DR5525* NAD 83(2011) ELLIP HT-  1274.471 (meters)        (07/08/20)   ADJUSTED
 DR5525* NAD 83(2011) EPOCH   -  2010.00
 DR5525* NAVD 88 ORTHO HEIGHT -  1291.16  (meters)     4236.1   (feet) GPS OBS
 DR5525  ______________________________________________________________________
 DR5525  GEOID HEIGHT    -        -16.676 (meters)                     GEOID18
 DR5525  NAD 83(2011) X  - -1,801,956.046 (meters)                     COMP
 DR5525  NAD 83(2011) Y  - -4,445,688.175 (meters)                     COMP
 DR5525  NAD 83(2011) Z  -  4,191,339.954 (meters)                     COMP
 DR5525  LAPLACE CORR    -          8.51  (seconds)                    DEFLEC18
 DR5525
 DR5525  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5525  Standards:
 DR5525         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5525            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5525  -------------------------------------------------------------------
 DR5525  NETWORK    0.61   1.16           0.27   0.22   0.59      0.09944267
 DR5525  -------------------------------------------------------------------
 DR5525  Click here for local accuracies and other accuracy information.
 DR5525
 DR5525.The horizontal coordinates were established by GPS observations
 DR5525.and adjusted by the National Geodetic Survey in July 2020.
 DR5525
 DR5525.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5525.been affixed to the stable North American tectonic plate. See 
 DR5525.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5525
 DR5525.The horizontal coordinates are valid at the epoch date displayed above
 DR5525.which is a decimal equivalence of Year/Month/Day.
 DR5525
 DR5525.The orthometric height was determined by GPS observations and a
 DR5525.high-resolution geoid model using precise GPS observation and
 DR5525.processing techniques.
 DR5525
 DR5525.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5525.GEOID18 height accuracy estimate available here.
 DR5525
 DR5525.Click photographs - Photos may exist for this station.
 DR5525
 DR5525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5525
 DR5525.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5525
 DR5525.The ellipsoidal height was determined by GPS observations
 DR5525.and is referenced to NAD 83.
 DR5525
 DR5525. The following values were computed from the NAD 83(2011) position.
 DR5525
 DR5525;                    North         East     Units Scale Factor Converg.
 DR5525;SPC UT N     - 1,111,479.350   452,789.583   MT  0.99995794   -0 22 18.8
 DR5525;SPC UT N     - 3,646,578.50  1,485,527.16   sFT  0.99995794   -0 22 18.8
 DR5525;UTM  12      - 4,576,583.146   410,968.876   MT  0.99969755   -0 42 10.1
 DR5525
 DR5525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5525!SPC UT N     -   0.99980013  x   0.99995794  =   0.99975808
 DR5525!UTM  12      -   0.99980013  x   0.99969755  =   0.99949774
 DR5525
 DR5525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1096876583(NAD 83)
 DR5525
 DR5525                          SUPERSEDED SURVEY CONTROL
 DR5525
 DR5525.No superseded survey control is available for this station.
 DR5525
 DR5525_MARKER: DB = BENCH MARK DISK
 DR5525_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5525_SP_SET: IRRIGATION DEVERSION STRUCTURE
 DR5525_STAMPING: WC 2 RESET 2005
 DR5525_MARK LOGO: UT-057
 DR5525_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5525+STABILITY: SURFACE MOTION
 DR5525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5525+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2016
 DR5525
 DR5525  HISTORY     - Date     Condition        Report By
 DR5525  HISTORY     - 2005     MONUMENTED       UT-057
 DR5525  HISTORY     - 20160422 GOOD             UT-057
 DR5525
 DR5525                          STATION DESCRIPTION
 DR5525
 DR5525'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5525'THE STATION IS LOCATED ABOUT 17.0 MI (27.4 KM) NORTH-NORTHWEST OF
 DR5525'CASTLE ROCK, 15.7 MI (25.3 KM) SOUTHWEST OF WOODRUFF AND 15.0 MI (24.1
 DR5525'KM) NORTHWEST OF WASATCH.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5525'
 DR5525'STATION IS LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF 3500
 DR5525'WEST AND 4000 NORTH.
 DR5525'
 DR5525'IT IS 15 FT (4.6 M) WEST OF, 1 FT (0.3 M) EAST OF A FIBERGLASS WITNESS
 DR5525'POST AND SET IN THE NORTHWEST CORNER OF AN IRRIGATION STRUCTURE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5526 ***********************************************************************
 DR5526  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5526  DESIGNATION -  WC 20 RESET
 DR5526  PID         -  DR5526
 DR5526  STATE/COUNTY-  UT/WEBER
 DR5526  COUNTRY     -  US
 DR5526  USGS QUAD   -  PLAIN CITY (2017)
 DR5526
 DR5526                         *CURRENT SURVEY CONTROL
 DR5526  ______________________________________________________________________
 DR5526* NAD 83(2011) POSITION- 41 19 13.61413(N) 111 59 59.98098(W)   ADJUSTED
 DR5526* NAD 83(2011) ELLIP HT-  1331.443 (meters)        (07/08/20)   ADJUSTED
 DR5526* NAD 83(2011) EPOCH   -  2010.00
 DR5526* NAVD 88 ORTHO HEIGHT -  1347.90  (meters)     4422.2   (feet) GPS OBS
 DR5526  ______________________________________________________________________
 DR5526  GEOID HEIGHT    -        -16.434 (meters)                     GEOID18
 DR5526  NAD 83(2011) X  - -1,797,425.007 (meters)                     COMP
 DR5526  NAD 83(2011) Y  - -4,448,784.185 (meters)                     COMP
 DR5526  NAD 83(2011) Z  -  4,190,095.513 (meters)                     COMP
 DR5526  LAPLACE CORR    -         11.22  (seconds)                    DEFLEC18
 DR5526
 DR5526  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5526  Standards:
 DR5526         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5526            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5526  -------------------------------------------------------------------
 DR5526  NETWORK    0.73   1.41           0.33   0.26   0.72     -0.08197970
 DR5526  -------------------------------------------------------------------
 DR5526  Click here for local accuracies and other accuracy information.
 DR5526
 DR5526.The horizontal coordinates were established by GPS observations
 DR5526.and adjusted by the National Geodetic Survey in July 2020.
 DR5526
 DR5526.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5526.been affixed to the stable North American tectonic plate. See 
 DR5526.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5526
 DR5526.The horizontal coordinates are valid at the epoch date displayed above
 DR5526.which is a decimal equivalence of Year/Month/Day.
 DR5526
 DR5526.The orthometric height was determined by GPS observations and a
 DR5526.high-resolution geoid model using precise GPS observation and
 DR5526.processing techniques.
 DR5526
 DR5526.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5526.GEOID18 height accuracy estimate available here.
 DR5526
 DR5526.Click photographs - Photos may exist for this station.
 DR5526
 DR5526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5526
 DR5526.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5526
 DR5526.The ellipsoidal height was determined by GPS observations
 DR5526.and is referenced to NAD 83.
 DR5526
 DR5526. The following values were computed from the NAD 83(2011) position.
 DR5526
 DR5526;                    North         East     Units Scale Factor Converg.
 DR5526;SPC UT N     - 1,109,739.709   458,139.259   MT  0.99995758   -0 19 46.8
 DR5526;SPC UT N     - 3,640,871.03  1,503,078.55   sFT  0.99995758   -0 19 46.8
 DR5526;UTM  12      - 4,574,813.121   416,307.000   MT  0.99968620   -0 39 37.1
 DR5526
 DR5526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5526!SPC UT N     -   0.99979120  x   0.99995758  =   0.99974879
 DR5526!UTM  12      -   0.99979120  x   0.99968620  =   0.99947747
 DR5526
 DR5526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1630774813(NAD 83)
 DR5526
 DR5526                          SUPERSEDED SURVEY CONTROL
 DR5526
 DR5526.No superseded survey control is available for this station.
 DR5526
 DR5526_MARKER: DB = BENCH MARK DISK
 DR5526_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR5526+WITH SETTING: PAVEMENT
 DR5526_SP_SET: FLAGPOLE BASE
 DR5526_STAMPING: WC 20 RESET 1990
 DR5526_MARK LOGO: UT-057
 DR5526_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5526+STABILITY: SURFACE MOTION
 DR5526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5526+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2015
 DR5526
 DR5526  HISTORY     - Date     Condition        Report By
 DR5526  HISTORY     - 1990     MONUMENTED       UT-057
 DR5526  HISTORY     - 20150727 GOOD             UT-057
 DR5526
 DR5526                          STATION DESCRIPTION
 DR5526
 DR5526'DESCRIBED BY WEBER COUNTY UTAH 2015 (DJM)
 DR5526'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH-SOUTHEAST OF
 DR5526'WILLARD, 4.7 MI (7.6 KM) EAST-NORTHEAST OF PLAIN CITY AND 2.3 MI (3.7
 DR5526'KM) WEST-NORTHWEST OF NORTH OGDEN.  OWNERSHIP--PLEASANT VIEW CITY.
 DR5526'
 DR5526'TO REACH FROM THE INTERSECTION OF PLEASANT VIEW DRIVE AND 1000 WEST
 DR5526'PROCEED EAST FOR APPROXIMATELY 800 FT (243.8 M) TURN SOUTH 275 FT
 DR5526'(83.8 M) TO THE STATION ON THE RIGHT.
 DR5526'
 DR5526'STATION IS 14.0 FT (4.3 M) FROM THE FRONT OF THE PLEASANT VIEW
 DR5526'MUNICIPAL BUILDING AND 2.5 FT (0.8 M) FROM THE CENTER OF A FLAG POLE
 DR5526'AND IS SET ON THE TOP NORTHWEST CORNER OF A 4'X4' CONCRETE BASE OF
 DR5526'FLAG POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5527 ***********************************************************************
 DR5527  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5527  DESIGNATION -  WC 21
 DR5527  PID         -  DR5527
 DR5527  STATE/COUNTY-  UT/WEBER
 DR5527  COUNTRY     -  US
 DR5527  USGS QUAD   -  NORTH OGDEN (2017)
 DR5527
 DR5527                         *CURRENT SURVEY CONTROL
 DR5527  ______________________________________________________________________
 DR5527* NAD 83(2011) POSITION- 41 19 04.08823(N) 111 58 51.78753(W)   ADJUSTED
 DR5527* NAD 83(2011) ELLIP HT-  1357.220 (meters)        (07/08/20)   ADJUSTED
 DR5527* NAD 83(2011) EPOCH   -  2010.00
 DR5527* NAVD 88 ORTHO HEIGHT -  1373.59  (meters)     4506.5   (feet) GPS OBS
 DR5527  ______________________________________________________________________
 DR5527  GEOID HEIGHT    -        -16.355 (meters)                     GEOID18
 DR5527  NAD 83(2011) X  - -1,796,033.978 (meters)                     COMP
 DR5527  NAD 83(2011) Y  - -4,449,576.107 (meters)                     COMP
 DR5527  NAD 83(2011) Z  -  4,189,891.773 (meters)                     COMP
 DR5527  LAPLACE CORR    -         11.36  (seconds)                    DEFLEC18
 DR5527
 DR5527  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5527  Standards:
 DR5527         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5527            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5527  -------------------------------------------------------------------
 DR5527  NETWORK    0.74   1.45           0.33   0.27   0.74     -0.04115011
 DR5527  -------------------------------------------------------------------
 DR5527  Click here for local accuracies and other accuracy information.
 DR5527
 DR5527.The horizontal coordinates were established by GPS observations
 DR5527.and adjusted by the National Geodetic Survey in July 2020.
 DR5527
 DR5527.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5527.been affixed to the stable North American tectonic plate. See 
 DR5527.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5527
 DR5527.The horizontal coordinates are valid at the epoch date displayed above
 DR5527.which is a decimal equivalence of Year/Month/Day.
 DR5527
 DR5527.The orthometric height was determined by GPS observations and a
 DR5527.high-resolution geoid model using precise GPS observation and
 DR5527.processing techniques.
 DR5527
 DR5527.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5527.GEOID18 height accuracy estimate available here.
 DR5527
 DR5527.Click photographs - Photos may exist for this station.
 DR5527
 DR5527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5527
 DR5527.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5527
 DR5527.The ellipsoidal height was determined by GPS observations
 DR5527.and is referenced to NAD 83.
 DR5527
 DR5527. The following values were computed from the NAD 83(2011) position.
 DR5527
 DR5527;                    North         East     Units Scale Factor Converg.
 DR5527;SPC UT N     - 1,109,436.899   459,723.538   MT  0.99995752   -0 19 01.9
 DR5527;SPC UT N     - 3,639,877.56  1,508,276.31   sFT  0.99995752   -0 19 01.9
 DR5527;UTM  12      - 4,574,501.260   417,889.073   MT  0.99968297   -0 38 51.9
 DR5527
 DR5527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5527!SPC UT N     -   0.99978716  x   0.99995752  =   0.99974469
 DR5527!UTM  12      -   0.99978716  x   0.99968297  =   0.99947020
 DR5527
 DR5527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1788974501(NAD 83)
 DR5527
 DR5527                          SUPERSEDED SURVEY CONTROL
 DR5527
 DR5527.No superseded survey control is available for this station.
 DR5527
 DR5527_MARKER: DB = BENCH MARK DISK
 DR5527_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5527_SP_SET: BACK OF CURB
 DR5527_STAMPING: WC 21 1985
 DR5527_MARK LOGO: UT-057
 DR5527_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5527+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2016
 DR5527
 DR5527  HISTORY     - Date     Condition        Report By
 DR5527  HISTORY     - 1985     MONUMENTED       UT-057
 DR5527  HISTORY     - 20160728 GOOD             UT-057
 DR5527
 DR5527                          STATION DESCRIPTION
 DR5527
 DR5527'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5527'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH OF OGDEN, 5.6 MI
 DR5527'(9.0 KM) EAST-NORTHEAST OF PLAIN CITY AND 1.3 MI (2.1 KM)
 DR5527'WEST-NORTHWEST OF NORTH OGDEN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5527'
 DR5527'TO REACH FROM THE INTERSECTION OF OF WASHINGTON BOULEVARD AND ELBERTA
 DR5527'DRIVE PLEASANT VIEW, UT, PROCEED WESTERLY 0.7 MI (1.1 KM) THE
 DR5527'APPROXIMATE ADDRESS OF   THE STATION IS 230 WEST ELBERTA DRIVE
 DR5527'PLEASANT VIEW, UT.
 DR5527'
 DR5527'IT IS 4.7 FT (1.4 M) SOUTH OF THE BACK OF WALK, 2.5 FT (0.8 M) EAST OF
 DR5527'A GUY WIRE AND SET IN THE BACK OF CURB.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5528 ***********************************************************************
 DR5528  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5528  DESIGNATION -  WC 24
 DR5528  PID         -  DR5528
 DR5528  STATE/COUNTY-  UT/WEBER
 DR5528  COUNTRY     -  US
 DR5528  USGS QUAD   -  NORTH OGDEN (2017)
 DR5528
 DR5528                         *CURRENT SURVEY CONTROL
 DR5528  ______________________________________________________________________
 DR5528* NAD 83(2011) POSITION- 41 17 34.14277(N) 111 56 57.12312(W)   ADJUSTED
 DR5528* NAD 83(2011) ELLIP HT-  1338.741 (meters)        (07/08/20)   ADJUSTED
 DR5528* NAD 83(2011) EPOCH   -  2010.00
 DR5528* NAVD 88 ORTHO HEIGHT -  1355.06  (meters)     4445.7   (feet) GPS OBS
 DR5528  ______________________________________________________________________
 DR5528  GEOID HEIGHT    -        -16.305 (meters)                     GEOID18
 DR5528  NAD 83(2011) X  - -1,794,239.713 (meters)                     COMP
 DR5528  NAD 83(2011) Y  - -4,452,260.149 (meters)                     COMP
 DR5528  NAD 83(2011) Z  -  4,187,794.687 (meters)                     COMP
 DR5528  LAPLACE CORR    -         18.67  (seconds)                    DEFLEC18
 DR5528
 DR5528  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5528  Standards:
 DR5528         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5528            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5528  -------------------------------------------------------------------
 DR5528  NETWORK    0.73   1.45           0.32   0.27   0.74     -0.02655610
 DR5528  -------------------------------------------------------------------
 DR5528  Click here for local accuracies and other accuracy information.
 DR5528
 DR5528.The horizontal coordinates were established by GPS observations
 DR5528.and adjusted by the National Geodetic Survey in July 2020.
 DR5528
 DR5528.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5528.been affixed to the stable North American tectonic plate. See 
 DR5528.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5528
 DR5528.The horizontal coordinates are valid at the epoch date displayed above
 DR5528.which is a decimal equivalence of Year/Month/Day.
 DR5528
 DR5528.The orthometric height was determined by GPS observations and a
 DR5528.high-resolution geoid model using precise GPS observation and
 DR5528.processing techniques.
 DR5528
 DR5528.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5528.GEOID18 height accuracy estimate available here.
 DR5528
 DR5528.Click photographs - Photos may exist for this station.
 DR5528
 DR5528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5528
 DR5528.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5528
 DR5528.The ellipsoidal height was determined by GPS observations
 DR5528.and is referenced to NAD 83.
 DR5528
 DR5528. The following values were computed from the NAD 83(2011) position.
 DR5528
 DR5528;                    North         East     Units Scale Factor Converg.
 DR5528;SPC UT N     - 1,106,647.968   462,375.938   MT  0.99995711   -0 17 46.3
 DR5528;SPC UT N     - 3,630,727.54  1,516,978.39   sFT  0.99995711   -0 17 46.3
 DR5528;UTM  12      - 4,571,697.856   420,524.616   MT  0.99967773   -0 37 35.1
 DR5528
 DR5528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5528!SPC UT N     -   0.99979006  x   0.99995711  =   0.99974718
 DR5528!UTM  12      -   0.99979006  x   0.99967773  =   0.99946785
 DR5528
 DR5528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2052471697(NAD 83)
 DR5528
 DR5528                          SUPERSEDED SURVEY CONTROL
 DR5528
 DR5528.No superseded survey control is available for this station.
 DR5528
 DR5528_MARKER: DB = BENCH MARK DISK
 DR5528_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5528_SP_SET: CONCRETE IRRIGATION STRUCTURE
 DR5528_STAMPING: WC 24 1985
 DR5528_MARK LOGO: UT-057
 DR5528_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5528+STABILITY: SURFACE MOTION
 DR5528_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5528+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2016
 DR5528
 DR5528  HISTORY     - Date     Condition        Report By
 DR5528  HISTORY     - 1985     MONUMENTED       UT-057
 DR5528  HISTORY     - 20160714 GOOD             UT-057
 DR5528
 DR5528                          STATION DESCRIPTION
 DR5528
 DR5528'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5528'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) EAST OF PLAIN CITY, 5.0
 DR5528'MI (8.0 KM) NORTH-NORTHEAST OF OGDEN AND 1.1 MI (1.8 KM)
 DR5528'SOUTH-SOUTHEAST OF NORTH OGDEN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5528'
 DR5528'TO REACH FROM THE INTERSECTION OF2100 NORTH AND FRUITLAND DRIVE (1150
 DR5528'EAST).  TURN SOUTH PROCEED 0.2 MI.TO THE STATION ON THE LEFT.  THE
 DR5528'APPROXIMATE ADDRESS OF   THE STATION IS 1920 FRUIT LAND DRIVE OGDEN,
 DR5528'UT.
 DR5528'
 DR5528'IT IS 25.0 FT (7.6 M) WEST OF FRUITLAND DRIVE, 10 FT (3.0 M) WEST OF A
 DR5528'POWER POLE, 1 FT (0.3 M) NORTH OF A BARBED WIRE FENCE.  SET IN THE TOP
 DR5528'OF A CONCRETE IRRIGATION STRUCTURE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5529 ***********************************************************************
 DR5529  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5529  DESIGNATION -  WC 25
 DR5529  PID         -  DR5529
 DR5529  STATE/COUNTY-  UT/WEBER
 DR5529  COUNTRY     -  US
 DR5529  USGS QUAD   -  NORTH OGDEN (2017)
 DR5529
 DR5529                         *CURRENT SURVEY CONTROL
 DR5529  ______________________________________________________________________
 DR5529* NAD 83(2011) POSITION- 41 16 37.31654(N) 111 57 02.30582(W)   ADJUSTED
 DR5529* NAD 83(2011) ELLIP HT-  1331.816 (meters)        (07/08/20)   ADJUSTED
 DR5529* NAD 83(2011) EPOCH   -  2010.00
 DR5529* NAVD 88 ORTHO HEIGHT -  1348.21  (meters)     4423.3   (feet) GPS OBS
 DR5529  ______________________________________________________________________
 DR5529  GEOID HEIGHT    -        -16.373 (meters)                     GEOID18
 DR5529  NAD 83(2011) X  - -1,794,782.106 (meters)                     COMP
 DR5529  NAD 83(2011) Y  - -4,453,283.300 (meters)                     COMP
 DR5529  NAD 83(2011) Z  -  4,186,472.511 (meters)                     COMP
 DR5529  LAPLACE CORR    -         22.80  (seconds)                    DEFLEC18
 DR5529
 DR5529  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5529  Standards:
 DR5529         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5529            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5529  -------------------------------------------------------------------
 DR5529  NETWORK    0.83   1.59           0.37   0.30   0.81     -0.01694665
 DR5529  -------------------------------------------------------------------
 DR5529  Click here for local accuracies and other accuracy information.
 DR5529
 DR5529.The horizontal coordinates were established by GPS observations
 DR5529.and adjusted by the National Geodetic Survey in July 2020.
 DR5529
 DR5529.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5529.been affixed to the stable North American tectonic plate. See 
 DR5529.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5529
 DR5529.The horizontal coordinates are valid at the epoch date displayed above
 DR5529.which is a decimal equivalence of Year/Month/Day.
 DR5529
 DR5529.The orthometric height was determined by GPS observations and a
 DR5529.high-resolution geoid model using precise GPS observation and
 DR5529.processing techniques.
 DR5529
 DR5529.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5529.GEOID18 height accuracy estimate available here.
 DR5529
 DR5529.Click photographs - Photos may exist for this station.
 DR5529
 DR5529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5529
 DR5529.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5529
 DR5529.The ellipsoidal height was determined by GPS observations
 DR5529.and is referenced to NAD 83.
 DR5529
 DR5529. The following values were computed from the NAD 83(2011) position.
 DR5529
 DR5529;                    North         East     Units Scale Factor Converg.
 DR5529;SPC UT N     - 1,104,895.611   462,246.268   MT  0.99995695   -0 17 49.7
 DR5529;SPC UT N     - 3,624,978.35  1,516,552.96   sFT  0.99995695   -0 17 49.7
 DR5529;UTM  12      - 4,569,946.765   420,384.890   MT  0.99967801   -0 37 37.8
 DR5529
 DR5529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5529!SPC UT N     -   0.99979114  x   0.99995695  =   0.99974810
 DR5529!UTM  12      -   0.99979114  x   0.99967801  =   0.99946922
 DR5529
 DR5529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2038469946(NAD 83)
 DR5529
 DR5529                          SUPERSEDED SURVEY CONTROL
 DR5529
 DR5529.No superseded survey control is available for this station.
 DR5529
 DR5529_MARKER: DB = BENCH MARK DISK
 DR5529_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5529_SP_SET: BACK OF CURB
 DR5529_STAMPING: WC 25 1985
 DR5529_MARK LOGO: UT-057
 DR5529_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5529
 DR5529  HISTORY     - Date     Condition        Report By
 DR5529  HISTORY     - 1985     MONUMENTED       UT-057
 DR5529  HISTORY     - 20160714 GOOD             UT-057
 DR5529
 DR5529                          STATION DESCRIPTION
 DR5529
 DR5529'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5529'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-SOUTHEAST OF PLAIN
 DR5529'CITY, 3.9 MI (6.3 KM) NORTH-NORTHEAST OF OGDEN AND 2.1 MI (3.4 KM)
 DR5529'SOUTH-SOUTHEAST OF NORTH OGDEN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5529'
 DR5529'STATION IS LOCATED AT THE SOUTHWEST CORNER OF INTERSECTION 1100 NORTH
 DR5529'AND MOUNTAIN ROAD.
 DR5529'
 DR5529'IT IS 48 FT (14.6 M) WEST OF THE CENTERLINE OF MOUNTAIN ROAD, 1.5 FT
 DR5529'(0.5 M) NORTH OF A POWER POLE SET IN THE BACK OF CURB.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5530 ***********************************************************************
 DR5530  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5530  DESIGNATION -  WC 29
 DR5530  PID         -  DR5530
 DR5530  STATE/COUNTY-  UT/WEBER
 DR5530  COUNTRY     -  US
 DR5530  USGS QUAD   -  OGDEN (2017)
 DR5530
 DR5530                         *CURRENT SURVEY CONTROL
 DR5530  ______________________________________________________________________
 DR5530* NAD 83(2011) POSITION- 41 13 43.00840(N) 111 56 53.43569(W)   ADJUSTED
 DR5530* NAD 83(2011) ELLIP HT-  1344.393 (meters)        (07/08/20)   ADJUSTED
 DR5530* NAD 83(2011) EPOCH   -  2010.00
 DR5530* NAVD 88 ORTHO HEIGHT -  1360.93  (meters)     4465.0   (feet) GPS OBS
 DR5530  ______________________________________________________________________
 DR5530  GEOID HEIGHT    -        -16.520 (meters)                     GEOID18
 DR5530  NAD 83(2011) X  - -1,795,919.690 (meters)                     COMP
 DR5530  NAD 83(2011) Y  - -4,456,658.684 (meters)                     COMP
 DR5530  NAD 83(2011) Z  -  4,182,437.224 (meters)                     COMP
 DR5530  LAPLACE CORR    -         11.81  (seconds)                    DEFLEC18
 DR5530
 DR5530  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5530  Standards:
 DR5530         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5530            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5530  -------------------------------------------------------------------
 DR5530  NETWORK    0.73   1.39           0.32   0.27   0.71     -0.04313161
 DR5530  -------------------------------------------------------------------
 DR5530  Click here for local accuracies and other accuracy information.
 DR5530
 DR5530.The horizontal coordinates were established by GPS observations
 DR5530.and adjusted by the National Geodetic Survey in July 2020.
 DR5530
 DR5530.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5530.been affixed to the stable North American tectonic plate. See 
 DR5530.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5530
 DR5530.The horizontal coordinates are valid at the epoch date displayed above
 DR5530.which is a decimal equivalence of Year/Month/Day.
 DR5530
 DR5530.The orthometric height was determined by GPS observations and a
 DR5530.high-resolution geoid model using precise GPS observation and
 DR5530.processing techniques.
 DR5530
 DR5530.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5530.GEOID18 height accuracy estimate available here.
 DR5530
 DR5530.Click photographs - Photos may exist for this station.
 DR5530
 DR5530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5530
 DR5530.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5530
 DR5530.The ellipsoidal height was determined by GPS observations
 DR5530.and is referenced to NAD 83.
 DR5530
 DR5530. The following values were computed from the NAD 83(2011) position.
 DR5530
 DR5530;                    North         East     Units Scale Factor Converg.
 DR5530;SPC UT N     - 1,099,517.499   462,424.955   MT  0.99995692   -0 17 43.8
 DR5530;SPC UT N     - 3,607,333.66  1,517,139.21   sFT  0.99995692   -0 17 43.8
 DR5530;UTM  12      - 4,564,569.214   420,532.583   MT  0.99967772   -0 37 29.8
 DR5530
 DR5530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5530!SPC UT N     -   0.99978917  x   0.99995692  =   0.99974610
 DR5530!UTM  12      -   0.99978917  x   0.99967772  =   0.99946696
 DR5530
 DR5530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2053264569(NAD 83)
 DR5530
 DR5530                          SUPERSEDED SURVEY CONTROL
 DR5530
 DR5530.No superseded survey control is available for this station.
 DR5530
 DR5530_MARKER: DB = BENCH MARK DISK
 DR5530_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5530_SP_SET: BACK OF CURB
 DR5530_STAMPING: WC 29 1985
 DR5530_MARK LOGO: UT-057
 DR5530_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5530
 DR5530  HISTORY     - Date     Condition        Report By
 DR5530  HISTORY     - 1985     MONUMENTED       UT-057
 DR5530  HISTORY     - 20160805 GOOD             UT-057
 DR5530
 DR5530                          STATION DESCRIPTION
 DR5530
 DR5530'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5530'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTHEAST OF ROY, 5.5 MI
 DR5530'(8.8 KM) SOUTH OF NORTH OGDEN AND 1.4 MI (2.3 KM) EAST-NORTHEAST OF
 DR5530'OGDEN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5530'
 DR5530'STATION IS LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF 2100
 DR5530'SOUTH AND HARRISON BOULEVARD.
 DR5530'
 DR5530'IT IS 44 FT (13.4 M) WEST OF HARRISON BOULEVARD, 20 FT (6.1 M) SOUTH
 DR5530'OF THE CENTERLINE 21ST STREET, SET IN THE BACK OF CURB.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5531 ***********************************************************************
 DR5531  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5531  DESIGNATION -  WC 3
 DR5531  PID         -  DR5531
 DR5531  STATE/COUNTY-  UT/WEBER
 DR5531  COUNTRY     -  US
 DR5531  USGS QUAD   -  PLAIN CITY (2017)
 DR5531
 DR5531                         *CURRENT SURVEY CONTROL
 DR5531  ______________________________________________________________________
 DR5531* NAD 83(2011) POSITION- 41 19 43.29494(N) 112 04 25.22553(W)   ADJUSTED
 DR5531* NAD 83(2011) ELLIP HT-  1272.605 (meters)        (07/08/20)   ADJUSTED
 DR5531* NAD 83(2011) EPOCH   -  2010.00
 DR5531* NAVD 88 ORTHO HEIGHT -  1289.36  (meters)     4230.2   (feet) GPS OBS
 DR5531  ______________________________________________________________________
 DR5531  GEOID HEIGHT    -        -16.733 (meters)                     GEOID18
 DR5531  NAD 83(2011) X  - -1,802,900.527 (meters)                     COMP
 DR5531  NAD 83(2011) Y  - -4,445,867.751 (meters)                     COMP
 DR5531  NAD 83(2011) Z  -  4,190,744.441 (meters)                     COMP
 DR5531  LAPLACE CORR    -          7.08  (seconds)                    DEFLEC18
 DR5531
 DR5531  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5531  Standards:
 DR5531         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5531            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5531  -------------------------------------------------------------------
 DR5531  NETWORK    0.78   1.69           0.35   0.28   0.86      0.11838189
 DR5531  -------------------------------------------------------------------
 DR5531  Click here for local accuracies and other accuracy information.
 DR5531
 DR5531.The horizontal coordinates were established by GPS observations
 DR5531.and adjusted by the National Geodetic Survey in July 2020.
 DR5531
 DR5531.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5531.been affixed to the stable North American tectonic plate. See 
 DR5531.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5531
 DR5531.The horizontal coordinates are valid at the epoch date displayed above
 DR5531.which is a decimal equivalence of Year/Month/Day.
 DR5531
 DR5531.The orthometric height was determined by GPS observations and a
 DR5531.high-resolution geoid model using precise GPS observation and
 DR5531.processing techniques.
 DR5531
 DR5531.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5531.GEOID18 height accuracy estimate available here.
 DR5531
 DR5531.Click photographs - Photos may exist for this station.
 DR5531
 DR5531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5531
 DR5531.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5531
 DR5531.The ellipsoidal height was determined by GPS observations
 DR5531.and is referenced to NAD 83.
 DR5531
 DR5531. The following values were computed from the NAD 83(2011) position.
 DR5531
 DR5531;                    North         East     Units Scale Factor Converg.
 DR5531;SPC UT N     - 1,110,693.413   451,976.804   MT  0.99995776   -0 22 41.7
 DR5531;SPC UT N     - 3,643,999.97  1,482,860.56   sFT  0.99995776   -0 22 41.7
 DR5531;UTM  12      - 4,575,802.118   410,151.784   MT  0.99969935   -0 42 32.7
 DR5531
 DR5531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5531!SPC UT N     -   0.99980043  x   0.99995776  =   0.99975820
 DR5531!UTM  12      -   0.99980043  x   0.99969935  =   0.99949984
 DR5531
 DR5531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1015175802(NAD 83)
 DR5531
 DR5531                          SUPERSEDED SURVEY CONTROL
 DR5531
 DR5531.No superseded survey control is available for this station.
 DR5531
 DR5531_MARKER: DB = BENCH MARK DISK
 DR5531_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5531_SP_SET: CULVERT
 DR5531_STAMPING: WC 3 1985
 DR5531_MARK LOGO: UT-057
 DR5531_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5531+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2016
 DR5531
 DR5531  HISTORY     - Date     Condition        Report By
 DR5531  HISTORY     - 1985     MONUMENTED       UT-057
 DR5531  HISTORY     - 20160505 GOOD             UT-057
 DR5531
 DR5531                          STATION DESCRIPTION
 DR5531
 DR5531'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5531'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) WEST-NORTHWEST OF NORTH
 DR5531'OGDEN, 5.9 MI (9.5 KM) SOUTH-SOUTHWEST OF WILLARD AND 2.2 MI (3.5 KM)
 DR5531'NORTH-NORTHEAST OF PLAIN CITY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5531'
 DR5531'STATION IS IN TH3E SOUTHWEST CORNER OF THE INTERSECTION OF 3600 NORTH
 DR5531'AND 3900 WEST.
 DR5531'
 DR5531'IT IS 4.6 FT (1.4 M) EAST OF AN OLD POWER POLE, 3.4 FT (1.0 M) WEST OF
 DR5531'A TRAFFIC SIGN.  STATION IS LOCATED IN THE TOP MIDDLE OF A CULVERT
 DR5531'RUNNING NORTH UNDER 3600 NORTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5532 ***********************************************************************
 DR5532  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5532  DESIGNATION -  WC 30 RESET
 DR5532  PID         -  DR5532
 DR5532  STATE/COUNTY-  UT/WEBER
 DR5532  COUNTRY     -  US
 DR5532  USGS QUAD   -  OGDEN (2017)
 DR5532
 DR5532                         *CURRENT SURVEY CONTROL
 DR5532  ______________________________________________________________________
 DR5532* NAD 83(2011) POSITION- 41 12 36.16946(N) 111 56 55.17293(W)   ADJUSTED
 DR5532* NAD 83(2011) ELLIP HT-  1368.586 (meters)        (07/08/20)   ADJUSTED
 DR5532* NAD 83(2011) EPOCH   -  2010.00
 DR5532* NAVD 88 ORTHO HEIGHT -  1385.15  (meters)     4544.4   (feet) GPS OBS
 DR5532  ______________________________________________________________________
 DR5532  GEOID HEIGHT    -        -16.549 (meters)                     GEOID18
 DR5532  NAD 83(2011) X  - -1,796,471.987 (meters)                     COMP
 DR5532  NAD 83(2011) Y  - -4,457,920.931 (meters)                     COMP
 DR5532  NAD 83(2011) Z  -  4,180,901.854 (meters)                     COMP
 DR5532  LAPLACE CORR    -         13.16  (seconds)                    DEFLEC18
 DR5532
 DR5532  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5532  Standards:
 DR5532         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5532            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5532  -------------------------------------------------------------------
 DR5532  NETWORK    0.95   1.94           0.40   0.37   0.99     -0.17390633
 DR5532  -------------------------------------------------------------------
 DR5532  Click here for local accuracies and other accuracy information.
 DR5532
 DR5532.The horizontal coordinates were established by GPS observations
 DR5532.and adjusted by the National Geodetic Survey in July 2020.
 DR5532
 DR5532.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5532.been affixed to the stable North American tectonic plate. See 
 DR5532.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5532
 DR5532.The horizontal coordinates are valid at the epoch date displayed above
 DR5532.which is a decimal equivalence of Year/Month/Day.
 DR5532
 DR5532.The orthometric height was determined by GPS observations and a
 DR5532.high-resolution geoid model using precise GPS observation and
 DR5532.processing techniques.
 DR5532
 DR5532.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5532.GEOID18 height accuracy estimate available here.
 DR5532
 DR5532.Click photographs - Photos may exist for this station.
 DR5532
 DR5532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5532
 DR5532.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5532
 DR5532.The ellipsoidal height was determined by GPS observations
 DR5532.and is referenced to NAD 83.
 DR5532
 DR5532. The following values were computed from the NAD 83(2011) position.
 DR5532
 DR5532;                    North         East     Units Scale Factor Converg.
 DR5532;SPC UT N     - 1,097,455.877   462,373.852   MT  0.99995709   -0 17 45.0
 DR5532;SPC UT N     - 3,600,569.82  1,516,971.55   sFT  0.99995709   -0 17 45.0
 DR5532;UTM  12      - 4,562,508.496   420,469.648   MT  0.99967784   -0 37 30.1
 DR5532
 DR5532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5532!SPC UT N     -   0.99978537  x   0.99995709  =   0.99974247
 DR5532!UTM  12      -   0.99978537  x   0.99967784  =   0.99946328
 DR5532
 DR5532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2046962508(NAD 83)
 DR5532
 DR5532                          SUPERSEDED SURVEY CONTROL
 DR5532
 DR5532.No superseded survey control is available for this station.
 DR5532
 DR5532_MARKER: DB = BENCH MARK DISK
 DR5532_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR5532+WITH SETTING: PAVEMENT
 DR5532_SP_SET: TRAFFIC SEMIPHORE
 DR5532_STAMPING: WC 30 RESET
 DR5532_MARK LOGO: UT-057
 DR5532_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5532+STABILITY: SURFACE MOTION
 DR5532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5532+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2016
 DR5532
 DR5532  HISTORY     - Date     Condition        Report By
 DR5532  HISTORY     - 2003     MONUMENTED       UT-057
 DR5532  HISTORY     - 20160805 GOOD             UT-057
 DR5532
 DR5532                          STATION DESCRIPTION
 DR5532
 DR5532'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5532'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) NORTHEAST OF ROY PARK
 DR5532'ADDITION SUBDIVISION HARRISON, 5.2 MI (8.4 KM) NORTHEAST OF ROY AND
 DR5532'1.6 MI (2.6 KM) SOUTHEAST OF OGDEN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5532'
 DR5532'STATION IS LOCATED IN THE NORTHWEST CORNER OF 30TH STREET AND HARRISON
 DR5532'BOULEVARD IN OGDEN UT.
 DR5532'
 DR5532'IT IS 5.8 FT (1.8 M) SOUTHWEST OF A TRAFFIC SIGN, 0.6 FT (18 CM) EAST
 DR5532'OF TRAFFIC SIGNAL POST.  STATION IS SET IN THE TOP OF THE TRAFFIC
 DR5532'SEMIPHORE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5533 ***********************************************************************
 DR5533  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5533  DESIGNATION -  WC 38 RESET
 DR5533  PID         -  DR5533
 DR5533  STATE/COUNTY-  UT/WEBER
 DR5533  COUNTRY     -  US
 DR5533  USGS QUAD   -  SNOW BASIN (2017)
 DR5533
 DR5533                         *CURRENT SURVEY CONTROL
 DR5533  ______________________________________________________________________
 DR5533* NAD 83(2011) POSITION- 41 14 45.58355(N) 111 46 15.68376(W)   ADJUSTED
 DR5533* NAD 83(2011) ELLIP HT-  1494.335 (meters)        (07/08/20)   ADJUSTED
 DR5533* NAD 83(2011) EPOCH   -  2010.00
 DR5533* NAVD 88 ORTHO HEIGHT -  1510.31  (meters)     4955.1   (feet) GPS OBS
 DR5533  ______________________________________________________________________
 DR5533  GEOID HEIGHT    -        -15.956 (meters)                     GEOID18
 DR5533  NAD 83(2011) X  - -1,781,701.297 (meters)                     COMP
 DR5533  NAD 83(2011) Y  - -4,461,112.912 (meters)                     COMP
 DR5533  NAD 83(2011) Z  -  4,183,988.033 (meters)                     COMP
 DR5533  LAPLACE CORR    -          3.38  (seconds)                    DEFLEC18
 DR5533
 DR5533  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5533  Standards:
 DR5533         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5533            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5533  -------------------------------------------------------------------
 DR5533  NETWORK    0.61   1.20           0.27   0.22   0.61     -0.04549882
 DR5533  -------------------------------------------------------------------
 DR5533  Click here for local accuracies and other accuracy information.
 DR5533
 DR5533.The horizontal coordinates were established by GPS observations
 DR5533.and adjusted by the National Geodetic Survey in July 2020.
 DR5533
 DR5533.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5533.been affixed to the stable North American tectonic plate. See 
 DR5533.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5533
 DR5533.The horizontal coordinates are valid at the epoch date displayed above
 DR5533.which is a decimal equivalence of Year/Month/Day.
 DR5533
 DR5533.The orthometric height was determined by GPS observations and a
 DR5533.high-resolution geoid model using precise GPS observation and
 DR5533.processing techniques.
 DR5533
 DR5533.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5533.GEOID18 height accuracy estimate available here.
 DR5533
 DR5533.Click photographs - Photos may exist for this station.
 DR5533
 DR5533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5533
 DR5533.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5533
 DR5533.The ellipsoidal height was determined by GPS observations
 DR5533.and is referenced to NAD 83.
 DR5533
 DR5533. The following values were computed from the NAD 83(2011) position.
 DR5533
 DR5533;                    North         East     Units Scale Factor Converg.
 DR5533;SPC UT N     - 1,101,386.360   477,283.414   MT  0.99995684   -0 10 43.3
 DR5533;SPC UT N     - 3,613,465.08  1,565,887.33   sFT  0.99995684   -0 10 43.3
 DR5533;UTM  12      - 4,566,352.062   435,397.191   MT  0.99965136   -0 30 30.1
 DR5533
 DR5533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5533!SPC UT N     -   0.99976566  x   0.99995684  =   0.99972251
 DR5533!UTM  12      -   0.99976566  x   0.99965136  =   0.99941710
 DR5533
 DR5533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3539766352(NAD 83)
 DR5533
 DR5533                          SUPERSEDED SURVEY CONTROL
 DR5533
 DR5533.No superseded survey control is available for this station.
 DR5533
 DR5533_MARKER: DB = BENCH MARK DISK
 DR5533_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5533_SP_SET: DRAIN BOX
 DR5533_STAMPING: WC 38 RESET 2007
 DR5533_MARK LOGO: UT-057
 DR5533_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5533+STABILITY: SURFACE MOTION
 DR5533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5533+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2016
 DR5533
 DR5533  HISTORY     - Date     Condition        Report By
 DR5533  HISTORY     - 2007     MONUMENTED       UT-057
 DR5533  HISTORY     - 20160908 GOOD             UT-057
 DR5533
 DR5533                          STATION DESCRIPTION
 DR5533
 DR5533'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5533'THE STATION IS LOCATED ABOUT 10.6 MI (17.1 KM) EAST OF OGDEN, 8.8 MI
 DR5533'(14.2 KM) NORTH OF PETERSON AND 1.0 MI (1.6 KM) SOUTH OF HUNTSVILLE.
 DR5533'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5533'
 DR5533'TO REACH FROM THE SPILLWAY OF PINEVIEW DAM RESERVOIR PROCEED IN AND
 DR5533'EASTERLY 4.0 MI (6.4 KM) TO APPROXIMATE ADDRESS IS 7410 EAST HIGHWAY
 DR5533'39 HUNTSVILLE, UT.TO THE STATION ON THE RIGHT.
 DR5533'
 DR5533'IT IS 180 FT (54.9 M) NORTHWEST OF CHRIS'S STEAKHOUSE, 40 FT (12.2 M)
 DR5533'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  SET IN THE SOUTHWEST CORNER
 DR5533'OF A CONCRETE CATCH BASIN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5534 ***********************************************************************
 DR5534  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5534  DESIGNATION -  WC 39
 DR5534  PID         -  DR5534
 DR5534  STATE/COUNTY-  UT/WEBER
 DR5534  COUNTRY     -  US
 DR5534  USGS QUAD   -  HUNTSVILLE (2017)
 DR5534
 DR5534                         *CURRENT SURVEY CONTROL
 DR5534  ______________________________________________________________________
 DR5534* NAD 83(2011) POSITION- 41 15 14.70274(N) 111 45 39.46811(W)   ADJUSTED
 DR5534* NAD 83(2011) ELLIP HT-  1490.933 (meters)        (07/08/20)   ADJUSTED
 DR5534* NAD 83(2011) EPOCH   -  2010.00
 DR5534* NAVD 88 ORTHO HEIGHT -  1506.87  (meters)     4943.8   (feet) GPS OBS
 DR5534  ______________________________________________________________________
 DR5534  GEOID HEIGHT    -        -15.922 (meters)                     GEOID18
 DR5534  NAD 83(2011) X  - -1,780,697.408 (meters)                     COMP
 DR5534  NAD 83(2011) Y  - -4,460,873.073 (meters)                     COMP
 DR5534  NAD 83(2011) Z  -  4,184,661.338 (meters)                     COMP
 DR5534  LAPLACE CORR    -          4.28  (seconds)                    DEFLEC18
 DR5534
 DR5534  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5534  Standards:
 DR5534         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5534            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5534  -------------------------------------------------------------------
 DR5534  NETWORK    0.77   1.51           0.35   0.27   0.77     -0.15311549
 DR5534  -------------------------------------------------------------------
 DR5534  Click here for local accuracies and other accuracy information.
 DR5534
 DR5534.The horizontal coordinates were established by GPS observations
 DR5534.and adjusted by the National Geodetic Survey in July 2020.
 DR5534
 DR5534.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5534.been affixed to the stable North American tectonic plate. See 
 DR5534.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5534
 DR5534.The horizontal coordinates are valid at the epoch date displayed above
 DR5534.which is a decimal equivalence of Year/Month/Day.
 DR5534
 DR5534.The orthometric height was determined by GPS observations and a
 DR5534.high-resolution geoid model using precise GPS observation and
 DR5534.processing techniques.
 DR5534
 DR5534.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5534.GEOID18 height accuracy estimate available here.
 DR5534
 DR5534.Click photographs - Photos may exist for this station.
 DR5534
 DR5534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5534
 DR5534.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5534
 DR5534.The ellipsoidal height was determined by GPS observations
 DR5534.and is referenced to NAD 83.
 DR5534
 DR5534. The following values were computed from the NAD 83(2011) position.
 DR5534
 DR5534;                    North         East     Units Scale Factor Converg.
 DR5534;SPC UT N     - 1,102,282.053   478,129.309   MT  0.99995684   -0 10 19.4
 DR5534;SPC UT N     - 3,616,403.70  1,568,662.57   sFT  0.99995684   -0 10 19.4
 DR5534;UTM  12      - 4,567,242.600   436,247.965   MT  0.99965002   -0 30 06.5
 DR5534
 DR5534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5534!SPC UT N     -   0.99976619  x   0.99995684  =   0.99972304
 DR5534!UTM  12      -   0.99976619  x   0.99965002  =   0.99941630
 DR5534
 DR5534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3624767242(NAD 83)
 DR5534
 DR5534                          SUPERSEDED SURVEY CONTROL
 DR5534
 DR5534.No superseded survey control is available for this station.
 DR5534
 DR5534_MARKER: DB = BENCH MARK DISK
 DR5534_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR5534+WITH SETTING: PAVEMENT
 DR5534_SP_SET: IN FLAGPOLE BASE NEAR CANNON
 DR5534_STAMPING: WC 39 1987
 DR5534_MARK LOGO: UT-057
 DR5534_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5534+STABILITY: SURFACE MOTION
 DR5534
 DR5534  HISTORY     - Date     Condition        Report By
 DR5534  HISTORY     - 1987     MONUMENTED       UT-057
 DR5534  HISTORY     - 20160929 GOOD             UT-057
 DR5534
 DR5534                          STATION DESCRIPTION
 DR5534
 DR5534'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5534'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) EAST-SOUTHEAST OF NORTH
 DR5534'OGDEN, 9.4 MI (15.1 KM) NORTH OF PETERSON AND 0.6 MI (1.0 KM)
 DR5534'SOUTHEAST OF HUNTSVILLE.
 DR5534'
 DR5534'TO REACH FROM THE SPILLWAY OF PINEVIEW DAM PROCEED 4.95 MI (7.96 KM)
 DR5534'IN A NORTHEASTERLY DIRECTION ALONG HIGHWAY 39.
 DR5534'
 DR5534'IT IS 62.8 FT (19.1 M) EAST OF THE CENTERLINE OF HIGHWAY 39, 26.7 FT
 DR5534'(8.1 M) WEST OF THE NORTHWEST CORNER OF THE AMERICAN LEGION, 14.7 FT
 DR5534'(4.5 M) NORTH OF THE CENTERLINE OF HIGHWAY 39.  STATION IS SET IN THE
 DR5534'NORTHWEST CORNER OF A CONCRETE SLAB WHICH SUPPORTS AN OLD MILITARY
 DR5534'CANNON.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5535 ***********************************************************************
 DR5535  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5535  DESIGNATION -  WC 4
 DR5535  PID         -  DR5535
 DR5535  STATE/COUNTY-  UT/WEBER
 DR5535  COUNTRY     -  US
 DR5535  USGS QUAD   -  PLAIN CITY (2017)
 DR5535
 DR5535                         *CURRENT SURVEY CONTROL
 DR5535  ______________________________________________________________________
 DR5535* NAD 83(2011) POSITION- 41 18 48.34669(N) 112 04 42.11205(W)   ADJUSTED
 DR5535* NAD 83(2011) ELLIP HT-  1271.288 (meters)        (07/08/20)   ADJUSTED
 DR5535* NAD 83(2011) EPOCH   -  2010.00
 DR5535* NAVD 88 ORTHO HEIGHT -  1288.10  (meters)     4226.0   (feet) GPS OBS
 DR5535  ______________________________________________________________________
 DR5535  GEOID HEIGHT    -        -16.790 (meters)                     GEOID18
 DR5535  NAD 83(2011) X  - -1,803,684.914 (meters)                     COMP
 DR5535  NAD 83(2011) Y  - -4,446,756.624 (meters)                     COMP
 DR5535  NAD 83(2011) Z  -  4,189,470.219 (meters)                     COMP
 DR5535  LAPLACE CORR    -          5.52  (seconds)                    DEFLEC18
 DR5535
 DR5535  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5535  Standards:
 DR5535         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5535            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5535  -------------------------------------------------------------------
 DR5535  NETWORK    0.80   1.55           0.36   0.29   0.79     -0.05687342
 DR5535  -------------------------------------------------------------------
 DR5535  Click here for local accuracies and other accuracy information.
 DR5535
 DR5535.The horizontal coordinates were established by GPS observations
 DR5535.and adjusted by the National Geodetic Survey in July 2020.
 DR5535
 DR5535.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5535.been affixed to the stable North American tectonic plate. See 
 DR5535.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5535
 DR5535.The horizontal coordinates are valid at the epoch date displayed above
 DR5535.which is a decimal equivalence of Year/Month/Day.
 DR5535
 DR5535.The orthometric height was determined by GPS observations and a
 DR5535.high-resolution geoid model using precise GPS observation and
 DR5535.processing techniques.
 DR5535
 DR5535.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5535.GEOID18 height accuracy estimate available here.
 DR5535
 DR5535.Click photographs - Photos may exist for this station.
 DR5535
 DR5535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5535
 DR5535.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5535
 DR5535.The ellipsoidal height was determined by GPS observations
 DR5535.and is referenced to NAD 83.
 DR5535
 DR5535. The following values were computed from the NAD 83(2011) position.
 DR5535
 DR5535;                    North         East     Units Scale Factor Converg.
 DR5535;SPC UT N     - 1,109,000.970   451,572.862   MT  0.99995744   -0 22 52.9
 DR5535;SPC UT N     - 3,638,447.35  1,481,535.30   sFT  0.99995744   -0 22 52.9
 DR5535;UTM  12      - 4,574,112.471   409,738.186   MT  0.99970027   -0 42 43.1
 DR5535
 DR5535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5535!SPC UT N     -   0.99980063  x   0.99995744  =   0.99975808
 DR5535!UTM  12      -   0.99980063  x   0.99970027  =   0.99950096
 DR5535
 DR5535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0973874112(NAD 83)
 DR5535
 DR5535                          SUPERSEDED SURVEY CONTROL
 DR5535
 DR5535.No superseded survey control is available for this station.
 DR5535
 DR5535_MARKER: DB = BENCH MARK DISK
 DR5535_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR5535_SP_SET: WING WALL
 DR5535_STAMPING: WC 4 1985
 DR5535_MARK LOGO: UT-057
 DR5535_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5535+STABILITY: SURFACE MOTION
 DR5535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5535+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2016
 DR5535
 DR5535  HISTORY     - Date     Condition        Report By
 DR5535  HISTORY     - 1985     MONUMENTED       UT-057
 DR5535  HISTORY     - 20160609 GOOD             UT-057
 DR5535
 DR5535                          STATION DESCRIPTION
 DR5535
 DR5535'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5535'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH-SOUTHWEST OF
 DR5535'WILLARD, 6.2 MI (10.0 KM) WEST OF NORTH OGDEN AND 1.1 MI (1.8 KM)
 DR5535'NORTH-NORTHEAST OF PLAIN CITY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5535'
 DR5535'TO REACH FROM THE INTERSECTION OF 2800 NORTH AND 4200 WEST PROCEED
 DR5535'NORTHEASTERLY 0.34 MI (0.55 KM) TO THE MARK ON THE LEFT.
 DR5535'
 DR5535'IT IS 66.7 FT (20.3 M) SOUTHEAST OF THE SOUTHWEST CORNER OF A HOUSE,
 DR5535'29.8 FT (9.1 M) WEST OF THE CENTERLINE OF 4200 WEST STREET.  STATION
 DR5535'IS LOCATED ON THE SOUTH SIDE OF THE ROAD IN THE NORTHWEST WING WALL OF
 DR5535'A CULVERT RUNNING UNDERNEATH 4200 WEST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5536 ***********************************************************************
 DR5536  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5536  DESIGNATION -  WC 40 RESET
 DR5536  PID         -  DR5536
 DR5536  STATE/COUNTY-  UT/WEBER
 DR5536  COUNTRY     -  US
 DR5536  USGS QUAD   -  HUNTSVILLE (2017)
 DR5536
 DR5536                         *CURRENT SURVEY CONTROL
 DR5536  ______________________________________________________________________
 DR5536* NAD 83(2011) POSITION- 41 15 44.50439(N) 111 45 44.62120(W)   ADJUSTED
 DR5536* NAD 83(2011) ELLIP HT-  1485.146 (meters)        (07/08/20)   ADJUSTED
 DR5536* NAD 83(2011) EPOCH   -  2010.00
 DR5536* NAVD 88 ORTHO HEIGHT -  1501.07  (meters)     4924.8   (feet) GPS OBS
 DR5536  ______________________________________________________________________
 DR5536  GEOID HEIGHT    -        -15.907 (meters)                     GEOID18
 DR5536  NAD 83(2011) X  - -1,780,582.402 (meters)                     COMP
 DR5536  NAD 83(2011) Y  - -4,460,261.340 (meters)                     COMP
 DR5536  NAD 83(2011) Z  -  4,185,348.817 (meters)                     COMP
 DR5536  LAPLACE CORR    -          4.60  (seconds)                    DEFLEC18
 DR5536
 DR5536  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5536  Standards:
 DR5536         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5536            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5536  -------------------------------------------------------------------
 DR5536  NETWORK    0.98   1.90           0.44   0.35   0.97     -0.03543370
 DR5536  -------------------------------------------------------------------
 DR5536  Click here for local accuracies and other accuracy information.
 DR5536
 DR5536.The horizontal coordinates were established by GPS observations
 DR5536.and adjusted by the National Geodetic Survey in July 2020.
 DR5536
 DR5536.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5536.been affixed to the stable North American tectonic plate. See 
 DR5536.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5536
 DR5536.The horizontal coordinates are valid at the epoch date displayed above
 DR5536.which is a decimal equivalence of Year/Month/Day.
 DR5536
 DR5536.The orthometric height was determined by GPS observations and a
 DR5536.high-resolution geoid model using precise GPS observation and
 DR5536.processing techniques.
 DR5536
 DR5536.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5536.GEOID18 height accuracy estimate available here.
 DR5536
 DR5536.Click photographs - Photos may exist for this station.
 DR5536
 DR5536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5536
 DR5536.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5536
 DR5536.The ellipsoidal height was determined by GPS observations
 DR5536.and is referenced to NAD 83.
 DR5536
 DR5536. The following values were computed from the NAD 83(2011) position.
 DR5536
 DR5536;                    North         East     Units Scale Factor Converg.
 DR5536;SPC UT N     - 1,103,201.742   478,012.122   MT  0.99995686   -0 10 22.8
 DR5536;SPC UT N     - 3,619,421.05  1,568,278.10   sFT  0.99995686   -0 10 22.8
 DR5536;UTM  12      - 4,568,162.666   436,136.108   MT  0.99965019   -0 30 10.2
 DR5536
 DR5536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5536!SPC UT N     -   0.99976710  x   0.99995686  =   0.99972397
 DR5536!UTM  12      -   0.99976710  x   0.99965019  =   0.99941737
 DR5536
 DR5536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3613668162(NAD 83)
 DR5536
 DR5536                          SUPERSEDED SURVEY CONTROL
 DR5536
 DR5536.No superseded survey control is available for this station.
 DR5536
 DR5536_MARKER: DB = BENCH MARK DISK
 DR5536_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR5536+WITH SETTING: PAVEMENT
 DR5536_SP_SET: SIGN BASE
 DR5536_STAMPING: WC 40 RESET 2002
 DR5536_MARK LOGO: UT-057
 DR5536_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5536+STABILITY: SURFACE MOTION
 DR5536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5536+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2017
 DR5536
 DR5536  HISTORY     - Date     Condition        Report By
 DR5536  HISTORY     - 2002     MONUMENTED       UT-057
 DR5536  HISTORY     - 20160909 GOOD             UT-057
 DR5536  HISTORY     - 20170325 GOOD             INDIV
 DR5536
 DR5536                          STATION DESCRIPTION
 DR5536
 DR5536'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5536'THE STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) EAST-SOUTHEAST OF NORTH
 DR5536'OGDEN, 10.0 MI (16.1 KM) NORTH OF PETERSON AND IN THE TOWN OF
 DR5536'HUNTSVILLE, UT.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5536'
 DR5536'TO REACH FROM THE INTERSECTION OF 7800 EAST AND 100 SOUTH HUNTSVILLE,
 DR5536'UT PROCEED WEST APPROXIMATELY 245 FEET.  TO THE MARK ON THE LEFT.
 DR5536'
 DR5536'IT IS 255.2 FT (77.8 M) SOUTH OF THE CENTERLINE OF 100 SOUTH STREET,
 DR5536'29.8 FT (9.1 M) WEST OF THE CENTERLINE OF 7800 EAST STREET.  STATION
 DR5536'IS SET IN THE NORTHEAST CORNER OF THE CONCRETE BASE FOR A WELCOME SIGN
 DR5536'TO HUNTSVILLE TOWN.
 DR5536
 DR5536                          STATION RECOVERY (2017)
 DR5536
 DR5536'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (JEC)
 DR5536'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5537 ***********************************************************************
 DR5537  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5537  DESIGNATION -  WC 43
 DR5537  PID         -  DR5537
 DR5537  STATE/COUNTY-  UT/WEBER
 DR5537  COUNTRY     -  US
 DR5537  USGS QUAD   -  HUNTSVILLE (2017)
 DR5537
 DR5537                         *CURRENT SURVEY CONTROL
 DR5537  ______________________________________________________________________
 DR5537* NAD 83(2011) POSITION- 41 17 35.89094(N) 111 48 51.18904(W)   ADJUSTED
 DR5537* NAD 83(2011) ELLIP HT-  1491.051 (meters)        (07/08/20)   ADJUSTED
 DR5537* NAD 83(2011) EPOCH   -  2010.00
 DR5537* NAVD 88 ORTHO HEIGHT -  1507.02  (meters)     4944.3   (feet) GPS OBS
 DR5537  ______________________________________________________________________
 DR5537  GEOID HEIGHT    -        -15.952 (meters)                     GEOID18
 DR5537  NAD 83(2011) X  - -1,783,775.072 (meters)                     COMP
 DR5537  NAD 83(2011) Y  - -4,456,547.988 (meters)                     COMP
 DR5537  NAD 83(2011) Z  -  4,187,935.727 (meters)                     COMP
 DR5537  LAPLACE CORR    -          4.31  (seconds)                    DEFLEC18
 DR5537
 DR5537  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5537  Standards:
 DR5537         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5537            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5537  -------------------------------------------------------------------
 DR5537  NETWORK    0.92   1.78           0.41   0.33   0.91     -0.01119744
 DR5537  -------------------------------------------------------------------
 DR5537  Click here for local accuracies and other accuracy information.
 DR5537
 DR5537.The horizontal coordinates were established by GPS observations
 DR5537.and adjusted by the National Geodetic Survey in July 2020.
 DR5537
 DR5537.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5537.been affixed to the stable North American tectonic plate. See 
 DR5537.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5537
 DR5537.The horizontal coordinates are valid at the epoch date displayed above
 DR5537.which is a decimal equivalence of Year/Month/Day.
 DR5537
 DR5537.The orthometric height was determined by GPS observations and a
 DR5537.high-resolution geoid model using precise GPS observation and
 DR5537.processing techniques.
 DR5537
 DR5537.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5537.GEOID18 height accuracy estimate available here.
 DR5537
 DR5537.Click photographs - Photos may exist for this station.
 DR5537
 DR5537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5537
 DR5537.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5537
 DR5537.The ellipsoidal height was determined by GPS observations
 DR5537.and is referenced to NAD 83.
 DR5537
 DR5537. The following values were computed from the NAD 83(2011) position.
 DR5537
 DR5537;                    North         East     Units Scale Factor Converg.
 DR5537;SPC UT N     - 1,106,652.233   473,681.838   MT  0.99995712   -0 12 25.9
 DR5537;SPC UT N     - 3,630,741.53  1,554,071.16   sFT  0.99995712   -0 12 25.9
 DR5537;UTM  12      - 4,571,636.984   431,827.075   MT  0.99965720   -0 32 14.4
 DR5537
 DR5537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5537!SPC UT N     -   0.99976618  x   0.99995712  =   0.99972331
 DR5537!UTM  12      -   0.99976618  x   0.99965720  =   0.99942346
 DR5537
 DR5537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3182771636(NAD 83)
 DR5537
 DR5537                          SUPERSEDED SURVEY CONTROL
 DR5537
 DR5537.No superseded survey control is available for this station.
 DR5537
 DR5537_MARKER: DB = BENCH MARK DISK
 DR5537_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5537_SP_SET: WING WALL
 DR5537_STAMPING: WC 43 1987
 DR5537_MARK LOGO: UT-057
 DR5537_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5537+STABILITY: SURFACE MOTION
 DR5537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5537+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2016
 DR5537
 DR5537  HISTORY     - Date     Condition        Report By
 DR5537  HISTORY     - 1987     MONUMENTED       UT-057
 DR5537  HISTORY     - 20160812 GOOD             UT-057
 DR5537
 DR5537                          STATION DESCRIPTION
 DR5537
 DR5537'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5537'THE STATION IS LOCATED ABOUT 9.6 MI (15.4 KM) EAST-NORTHEAST OF OGDEN,
 DR5537'7.6 MI (12.2 KM) EAST OF NORTH OGDEN AND 3.3 MI (5.3 KM) NORTHWEST OF
 DR5537'HUNTSVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5537'
 DR5537'TO REACH FROM THE SPILLWAY OF PINEVIEW DAM PROCEED NORTHEASTERLY ALONG
 DR5537'HIGHWAY 162 4.15 MI (6.68 KM), THENCE EAST 1.25 MI (2.01 KM) ALONG
 DR5537'HIGHWAY 162.  THE APPROXIMATE ADDRESS OF THE MARK IS 5473 EAST 1900
 DR5537'NORTH EDEN, UT.  TO THE MARK ON THE RIGHT.
 DR5537'
 DR5537'IT IS 44.4 FT (13.5 M) WEST OF A FIRE HYDRANT, 23.5 FT (7.2 M) EAST OF
 DR5537'A POWER POLE.  STATION I LOCATED IN THE NORTHEAST CORNER OF A WING
 DR5537'WALL OF A CULVERT PASSING UNDER 1900 NORTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5538 ***********************************************************************
 DR5538  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5538  DESIGNATION -  WC 47
 DR5538  PID         -  DR5538
 DR5538  STATE/COUNTY-  UT/WEBER
 DR5538  COUNTRY     -  US
 DR5538  USGS QUAD   -  HUNTSVILLE (2017)
 DR5538
 DR5538                         *CURRENT SURVEY CONTROL
 DR5538  ______________________________________________________________________
 DR5538* NAD 83(2011) POSITION- 41 15 51.95539(N) 111 49 29.86918(W)   ADJUSTED
 DR5538* NAD 83(2011) ELLIP HT-  1486.068 (meters)        (07/08/20)   ADJUSTED
 DR5538* NAD 83(2011) EPOCH   -  2010.00
 DR5538* NAVD 88 ORTHO HEIGHT -  1502.11  (meters)     4928.2   (feet) GPS OBS
 DR5538  ______________________________________________________________________
 DR5538  GEOID HEIGHT    -        -16.027 (meters)                     GEOID18
 DR5538  NAD 83(2011) X  - -1,785,395.977 (meters)                     COMP
 DR5538  NAD 83(2011) Y  - -4,458,174.104 (meters)                     COMP
 DR5538  NAD 83(2011) Z  -  4,185,522.249 (meters)                     COMP
 DR5538  LAPLACE CORR    -         -3.70  (seconds)                    DEFLEC18
 DR5538
 DR5538  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5538  Standards:
 DR5538         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5538            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5538  -------------------------------------------------------------------
 DR5538  NETWORK    0.62   1.16           0.28   0.22   0.59     -0.15327806
 DR5538  -------------------------------------------------------------------
 DR5538  Click here for local accuracies and other accuracy information.
 DR5538
 DR5538.The horizontal coordinates were established by GPS observations
 DR5538.and adjusted by the National Geodetic Survey in July 2020.
 DR5538
 DR5538.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5538.been affixed to the stable North American tectonic plate. See 
 DR5538.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5538
 DR5538.The horizontal coordinates are valid at the epoch date displayed above
 DR5538.which is a decimal equivalence of Year/Month/Day.
 DR5538
 DR5538.The orthometric height was determined by GPS observations and a
 DR5538.high-resolution geoid model using precise GPS observation and
 DR5538.processing techniques.
 DR5538
 DR5538.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5538.GEOID18 height accuracy estimate available here.
 DR5538
 DR5538.Click photographs - Photos may exist for this station.
 DR5538
 DR5538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5538
 DR5538.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5538
 DR5538.The ellipsoidal height was determined by GPS observations
 DR5538.and is referenced to NAD 83.
 DR5538
 DR5538. The following values were computed from the NAD 83(2011) position.
 DR5538
 DR5538;                    North         East     Units Scale Factor Converg.
 DR5538;SPC UT N     - 1,103,449.312   472,769.923   MT  0.99995687   -0 12 51.4
 DR5538;SPC UT N     - 3,620,233.28  1,551,079.32   sFT  0.99995687   -0 12 51.4
 DR5538;UTM  12      - 4,568,440.324   430,897.006   MT  0.99965877   -0 32 38.8
 DR5538
 DR5538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5538!SPC UT N     -   0.99976696  x   0.99995687  =   0.99972384
 DR5538!UTM  12      -   0.99976696  x   0.99965877  =   0.99942581
 DR5538
 DR5538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3089768440(NAD 83)
 DR5538
 DR5538                          SUPERSEDED SURVEY CONTROL
 DR5538
 DR5538.No superseded survey control is available for this station.
 DR5538
 DR5538_MARKER: DB = BENCH MARK DISK
 DR5538_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5538_SP_SET: CONCRETE PAD
 DR5538_STAMPING: WC 47 1987
 DR5538_MARK LOGO: UT-057
 DR5538_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5538+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2016
 DR5538
 DR5538  HISTORY     - Date     Condition        Report By
 DR5538  HISTORY     - 1987     MONUMENTED       UT-057
 DR5538  HISTORY     - 20160930 GOOD             UT-057
 DR5538
 DR5538                          STATION DESCRIPTION
 DR5538
 DR5538'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5538'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) EAST-NORTHEAST OF OGDEN,
 DR5538'7.6 MI (12.2 KM) EAST-SOUTHEAST OF NORTH OGDEN AND 2.9 MI (4.7 KM)
 DR5538'WEST OF HUNTSVILLE.  OWNERSHIP--U.S. GOVERNMENT.
 DR5538'
 DR5538'TO REACH FROM THE SPILLWAY OF PINEVIEW DAM PROCEED NORTHEASTERLY 1.30
 DR5538'MI (2.09 KM) ALONG 162 TO THE SKYLINE TRAILHEAD PARKING LOT.  THE
 DR5538'APPROXIMATE ADDRESS OF   THE STATION IS 430 NORTH STATE ROAD 158 EDEN,
 DR5538'UT.
 DR5538'
 DR5538'IT IS 73.5 FT (22.4 M) NORTHWEST OF A POWER POLE, 73 FT (22.3 M) EAST
 DR5538'OF THE CENTERLINE OF HIGHWAY 162.  MARK IS SET IN THE SOUTHEAST CORNER
 DR5538'OF A 14 FT (4.3 M) BY 10 FT (3.0 M) CONCRETE PAD SUPPORTING A HORSE
 DR5538'WATERING TROUGH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5540 ***********************************************************************
 DR5540  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5540  DESIGNATION -  WC 51
 DR5540  PID         -  DR5540
 DR5540  STATE/COUNTY-  UT/WEBER
 DR5540  COUNTRY     -  US
 DR5540  USGS QUAD   -  OGDEN (2017)
 DR5540
 DR5540                         *CURRENT SURVEY CONTROL
 DR5540  ______________________________________________________________________
 DR5540* NAD 83(2011) POSITION- 41 09 10.81242(N) 111 56 08.63752(W)   ADJUSTED
 DR5540* NAD 83(2011) ELLIP HT-  1449.744 (meters)        (07/08/20)   ADJUSTED
 DR5540* NAD 83(2011) EPOCH   -  2010.00
 DR5540* NAVD 88 ORTHO HEIGHT -  1466.32  (meters)     4810.8   (feet) GPS OBS
 DR5540  ______________________________________________________________________
 DR5540  GEOID HEIGHT    -        -16.556 (meters)                     GEOID18
 DR5540  NAD 83(2011) X  - -1,797,047.625 (meters)                     COMP
 DR5540  NAD 83(2011) Y  - -4,462,252.984 (meters)                     COMP
 DR5540  NAD 83(2011) Z  -  4,176,186.254 (meters)                     COMP
 DR5540  LAPLACE CORR    -         10.34  (seconds)                    DEFLEC18
 DR5540
 DR5540  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5540  Standards:
 DR5540         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5540            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5540  -------------------------------------------------------------------
 DR5540  NETWORK    0.69   1.31           0.31   0.25   0.67     -0.04905024
 DR5540  -------------------------------------------------------------------
 DR5540  Click here for local accuracies and other accuracy information.
 DR5540
 DR5540.The horizontal coordinates were established by GPS observations
 DR5540.and adjusted by the National Geodetic Survey in July 2020.
 DR5540
 DR5540.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5540.been affixed to the stable North American tectonic plate. See 
 DR5540.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5540
 DR5540.The horizontal coordinates are valid at the epoch date displayed above
 DR5540.which is a decimal equivalence of Year/Month/Day.
 DR5540
 DR5540.The orthometric height was determined by GPS observations and a
 DR5540.high-resolution geoid model using precise GPS observation and
 DR5540.processing techniques.
 DR5540
 DR5540.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5540.GEOID18 height accuracy estimate available here.
 DR5540
 DR5540.Click photographs - Photos may exist for this station.
 DR5540
 DR5540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5540
 DR5540.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5540
 DR5540.The ellipsoidal height was determined by GPS observations
 DR5540.and is referenced to NAD 83.
 DR5540
 DR5540. The following values were computed from the NAD 83(2011) position.
 DR5540
 DR5540;                    North         East     Units Scale Factor Converg.
 DR5540;SPC UT N     - 1,091,115.591   463,426.140   MT  0.99995829   -0 17 14.3
 DR5540;SPC UT N     - 3,579,768.40  1,520,423.93   sFT  0.99995829   -0 17 14.3
 DR5540;UTM  12      - 4,556,164.057   421,485.243   MT  0.99967587   -0 36 56.9
 DR5540
 DR5540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5540!SPC UT N     -   0.99977265  x   0.99995829  =   0.99973095
 DR5540!UTM  12      -   0.99977265  x   0.99967587  =   0.99944859
 DR5540
 DR5540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2148556164(NAD 83)
 DR5540
 DR5540                          SUPERSEDED SURVEY CONTROL
 DR5540
 DR5540.No superseded survey control is available for this station.
 DR5540
 DR5540_MARKER: DB = BENCH MARK DISK
 DR5540_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5540_SP_SET: CONCRETE UTILITY PAD
 DR5540_STAMPING: WC 51 2005
 DR5540_MARK LOGO: UT-057
 DR5540_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5540
 DR5540  HISTORY     - Date     Condition        Report By
 DR5540  HISTORY     - 2005     MONUMENTED       UT-057
 DR5540  HISTORY     - 20160919 GOOD             UT-057
 DR5540
 DR5540                          STATION DESCRIPTION
 DR5540
 DR5540'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5540'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) SOUTH-SOUTHEAST OF OGDEN,
 DR5540'5.1 MI (8.2 KM) EAST OF ROY PARK ADDITION SUBDIVISIO AND 4.7 MI (7.6
 DR5540'KM) EAST OF ROY.
 DR5540'
 DR5540'TO REACH FROM THE INTERSECTION OF HIGHWAY 89 AND SKYLINE DRIVE PROCEED
 DR5540'NORTHEASTERLY APPROXIMATELY 300 FT (91.4 M) TO FASHION POINT DRIVE,
 DR5540'PROCEED NORTHWESTERLY APPROXIMATELY 290 FT (88.4 M), MARK IS ON THE
 DR5540'WEST SIDE OF THE ROAD, APPROXIMATE ADDRESS OF   THE STATION IS 6050
 DR5540'FASHION POINT DRIVE, OGDEN, UT.
 DR5540'
 DR5540'MARK IS SET IN THE SOUTHEAST CORNER OF A UTILITY PAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5542 ***********************************************************************
 DR5542  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5542  DESIGNATION -  WC 58
 DR5542  PID         -  DR5542
 DR5542  STATE/COUNTY-  UT/WEBER
 DR5542  COUNTRY     -  US
 DR5542  USGS QUAD   -  OGDEN (2017)
 DR5542
 DR5542                         *CURRENT SURVEY CONTROL
 DR5542  ______________________________________________________________________
 DR5542* NAD 83(2011) POSITION- 41 10 06.26653(N) 111 57 53.16191(W)   ADJUSTED
 DR5542* NAD 83(2011) ELLIP HT-  1424.237 (meters)        (07/08/20)   ADJUSTED
 DR5542* NAD 83(2011) EPOCH   -  2010.00
 DR5542* NAVD 88 ORTHO HEIGHT -  1440.93  (meters)     4727.5   (feet) GPS OBS
 DR5542  ______________________________________________________________________
 DR5542  GEOID HEIGHT    -        -16.675 (meters)                     GEOID18
 DR5542  NAD 83(2011) X  - -1,798,880.211 (meters)                     COMP
 DR5542  NAD 83(2011) Y  - -4,460,279.496 (meters)                     COMP
 DR5542  NAD 83(2011) Z  -  4,177,457.696 (meters)                     COMP
 DR5542  LAPLACE CORR    -         11.50  (seconds)                    DEFLEC18
 DR5542
 DR5542  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5542  Standards:
 DR5542         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5542            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5542  -------------------------------------------------------------------
 DR5542  NETWORK    0.83   1.53           0.37   0.30   0.78     -0.07412134
 DR5542  -------------------------------------------------------------------
 DR5542  Click here for local accuracies and other accuracy information.
 DR5542
 DR5542.The horizontal coordinates were established by GPS observations
 DR5542.and adjusted by the National Geodetic Survey in July 2020.
 DR5542
 DR5542.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5542.been affixed to the stable North American tectonic plate. See 
 DR5542.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5542
 DR5542.The horizontal coordinates are valid at the epoch date displayed above
 DR5542.which is a decimal equivalence of Year/Month/Day.
 DR5542
 DR5542.The orthometric height was determined by GPS observations and a
 DR5542.high-resolution geoid model using precise GPS observation and
 DR5542.processing techniques.
 DR5542
 DR5542.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5542.GEOID18 height accuracy estimate available here.
 DR5542
 DR5542.Click photographs - Photos may exist for this station.
 DR5542
 DR5542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5542
 DR5542.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5542
 DR5542.The ellipsoidal height was determined by GPS observations
 DR5542.and is referenced to NAD 83.
 DR5542
 DR5542. The following values were computed from the NAD 83(2011) position.
 DR5542
 DR5542;                    North         East     Units Scale Factor Converg.
 DR5542;SPC UT N     - 1,092,838.836   460,998.254   MT  0.99995787   -0 18 23.2
 DR5542;SPC UT N     - 3,585,422.08  1,512,458.44   sFT  0.99995787   -0 18 23.2
 DR5542;UTM  12      - 4,557,900.710   419,067.956   MT  0.99968061   -0 38 06.4
 DR5542
 DR5542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5542!SPC UT N     -   0.99977665  x   0.99995787  =   0.99973453
 DR5542!UTM  12      -   0.99977665  x   0.99968061  =   0.99945733
 DR5542
 DR5542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1906757900(NAD 83)
 DR5542
 DR5542                          SUPERSEDED SURVEY CONTROL
 DR5542
 DR5542.No superseded survey control is available for this station.
 DR5542
 DR5542_MARKER: DB = BENCH MARK DISK
 DR5542_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5542_SP_SET: STORM DRAIN INLET STRUCTURE
 DR5542_STAMPING: WC 58 2005
 DR5542_MARK LOGO: UT-057
 DR5542_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5542+STABILITY: SURFACE MOTION
 DR5542
 DR5542  HISTORY     - Date     Condition        Report By
 DR5542  HISTORY     - 2005     MONUMENTED       UT-057
 DR5542  HISTORY     - 20160914 GOOD             UT-057
 DR5542
 DR5542                          STATION DESCRIPTION
 DR5542
 DR5542'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5542'THE STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) SOUTH-SOUTHEAST OF OGDEN,
 DR5542'4.6 MI (7.4 KM) EAST OF ROY PARK ADDITION SUBDIVISION AND 4.2 MI (6.8
 DR5542'KM) EAST OF ROY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5542'
 DR5542'STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION OF
 DR5542'SUNSET DRIVE AND HIGHWAY 89 IN SOUTH OGDEN UTAH.
 DR5542'
 DR5542'APPROXIMATELY 2.0 FT (0.6 M) LOWER THAN THE ROAD SURFACE.  IT IS 70.5
 DR5542'FT (21.5 M) SOUTHWEST OF THE CENTER STRIPE OF WASHINGTON BOULEVARD, 17
 DR5542'FT (5.2 M) NORTHWEST OF A TRAFFIC SEMIPHORE, SET IN THE CENTER EAST
 DR5542'SIDE OF A STORM DRAIN INLET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5543 ***********************************************************************
 DR5543  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5543  DESIGNATION -  WC 6
 DR5543  PID         -  DR5543
 DR5543  STATE/COUNTY-  UT/WEBER
 DR5543  COUNTRY     -  US
 DR5543  USGS QUAD   -  PLAIN CITY SW (2017)
 DR5543
 DR5543                         *CURRENT SURVEY CONTROL
 DR5543  ______________________________________________________________________
 DR5543* NAD 83(2011) POSITION- 41 17 37.57392(N) 112 08 30.02402(W)   ADJUSTED
 DR5543* NAD 83(2011) ELLIP HT-  1268.460 (meters)        (07/08/20)   ADJUSTED
 DR5543* NAD 83(2011) EPOCH   -  2010.00
 DR5543* NAVD 88 ORTHO HEIGHT -  1285.32  (meters)     4216.9   (feet) GPS OBS
 DR5543  ______________________________________________________________________
 DR5543  GEOID HEIGHT    -        -16.847 (meters)                     GEOID18
 DR5543  NAD 83(2011) X  - -1,809,139.707 (meters)                     COMP
 DR5543  NAD 83(2011) Y  - -4,446,094.063 (meters)                     COMP
 DR5543  NAD 83(2011) Z  -  4,187,827.854 (meters)                     COMP
 DR5543  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 DR5543
 DR5543  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5543  Standards:
 DR5543         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5543            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5543  -------------------------------------------------------------------
 DR5543  NETWORK    0.64   1.23           0.29   0.23   0.63     -0.03784556
 DR5543  -------------------------------------------------------------------
 DR5543  Click here for local accuracies and other accuracy information.
 DR5543
 DR5543.The horizontal coordinates were established by GPS observations
 DR5543.and adjusted by the National Geodetic Survey in July 2020.
 DR5543
 DR5543.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5543.been affixed to the stable North American tectonic plate. See 
 DR5543.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5543
 DR5543.The horizontal coordinates are valid at the epoch date displayed above
 DR5543.which is a decimal equivalence of Year/Month/Day.
 DR5543
 DR5543.The orthometric height was determined by GPS observations and a
 DR5543.high-resolution geoid model using precise GPS observation and
 DR5543.processing techniques.
 DR5543
 DR5543.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5543.GEOID18 height accuracy estimate available here.
 DR5543
 DR5543.Click photographs - Photos may exist for this station.
 DR5543
 DR5543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5543
 DR5543.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5543
 DR5543.The ellipsoidal height was determined by GPS observations
 DR5543.and is referenced to NAD 83.
 DR5543
 DR5543. The following values were computed from the NAD 83(2011) position.
 DR5543
 DR5543;                    North         East     Units Scale Factor Converg.
 DR5543;SPC UT N     - 1,106,855.000   446,255.904   MT  0.99995712   -0 25 23.1
 DR5543;SPC UT N     - 3,631,406.78  1,464,091.25   sFT  0.99995712   -0 25 23.1
 DR5543;UTM  12      - 4,571,997.737   404,410.276   MT  0.99971245   -0 45 12.5
 DR5543
 DR5543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5543!SPC UT N     -   0.99980108  x   0.99995712  =   0.99975820
 DR5543!UTM  12      -   0.99980108  x   0.99971245  =   0.99951358
 DR5543
 DR5543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0441071997(NAD 83)
 DR5543
 DR5543                          SUPERSEDED SURVEY CONTROL
 DR5543
 DR5543.No superseded survey control is available for this station.
 DR5543
 DR5543_MARKER: DB = BENCH MARK DISK
 DR5543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5543_STAMPING: WC 6 1985
 DR5543_MARK LOGO: UT-057
 DR5543_PROJECTION: FLUSH
 DR5543_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DR5543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5543+STABILITY: SURFACE MOTION
 DR5543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5543+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2016
 DR5543
 DR5543  HISTORY     - Date     Condition        Report By
 DR5543  HISTORY     - 1985     MONUMENTED       UT-057
 DR5543  HISTORY     - 20160722 GOOD             UT-057
 DR5543
 DR5543                          STATION DESCRIPTION
 DR5543
 DR5543'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5543'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) SOUTHWEST OF WILLARD,
 DR5543'9.5 MI (15.3 KM) WEST OF NORTH OGDEN AND 3.0 MI (4.8 KM) WEST OF PLAIN
 DR5543'CITY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5543'
 DR5543'STATION IS LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF 1900
 DR5543'NORTH AND 6700 WEST.
 DR5543'
 DR5543'IT IS 22 FT (6.7 M) NORTH OF THE CENTERLINE OF 1900 NORTH STREET, 20
 DR5543'FT (6.1 M) EAST OF THE CENTERLINE OF 6700 WEST STREET, 2 FT (0.6 M)
 DR5543'SOUTHWEST OF A BARBED WIRE FENCE AND SET IN THE TOP OF A 6-IN (15 CM)
 DR5543'ROUND CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5567 ***********************************************************************
 DR5567  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5567  DESIGNATION -  WC 61
 DR5567  PID         -  DR5567
 DR5567  STATE/COUNTY-  UT/WEBER
 DR5567  COUNTRY     -  US
 DR5567  USGS QUAD   -  ROY (2017)
 DR5567
 DR5567                         *CURRENT SURVEY CONTROL
 DR5567  ______________________________________________________________________
 DR5567* NAD 83(2011) POSITION- 41 09 49.44518(N) 112 05 29.79369(W)   ADJUSTED
 DR5567* NAD 83(2011) ELLIP HT-  1277.152 (meters)        (07/08/20)   ADJUSTED
 DR5567* NAD 83(2011) EPOCH   -  2010.00
 DR5567* NAVD 88 ORTHO HEIGHT -  1294.22  (meters)     4246.1   (feet) GPS OBS
 DR5567  ______________________________________________________________________
 DR5567  GEOID HEIGHT    -        -17.052 (meters)                     GEOID18
 DR5567  NAD 83(2011) X  - -1,808,836.870 (meters)                     COMP
 DR5567  NAD 83(2011) Y  - -4,456,500.157 (meters)                     COMP
 DR5567  NAD 83(2011) Z  -  4,176,970.146 (meters)                     COMP
 DR5567  LAPLACE CORR    -          1.03  (seconds)                    DEFLEC18
 DR5567
 DR5567  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5567  Standards:
 DR5567         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5567            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5567  -------------------------------------------------------------------
 DR5567  NETWORK    0.94   1.84           0.42   0.34   0.94      0.07902686
 DR5567  -------------------------------------------------------------------
 DR5567  Click here for local accuracies and other accuracy information.
 DR5567
 DR5567.The horizontal coordinates were established by GPS observations
 DR5567.and adjusted by the National Geodetic Survey in July 2020.
 DR5567
 DR5567.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5567.been affixed to the stable North American tectonic plate. See 
 DR5567.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5567
 DR5567.The horizontal coordinates are valid at the epoch date displayed above
 DR5567.which is a decimal equivalence of Year/Month/Day.
 DR5567
 DR5567.The orthometric height was determined by GPS observations and a
 DR5567.high-resolution geoid model using precise GPS observation and
 DR5567.processing techniques.
 DR5567
 DR5567.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5567.GEOID18 height accuracy estimate available here.
 DR5567
 DR5567.Click photographs - Photos may exist for this station.
 DR5567
 DR5567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5567
 DR5567.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5567
 DR5567.The ellipsoidal height was determined by GPS observations
 DR5567.and is referenced to NAD 83.
 DR5567
 DR5567. The following values were computed from the NAD 83(2011) position.
 DR5567
 DR5567;                    North         East     Units Scale Factor Converg.
 DR5567;SPC UT N     - 1,092,384.643   450,350.688   MT  0.99995799   -0 23 24.3
 DR5567;SPC UT N     - 3,583,931.95  1,477,525.55   sFT  0.99995799   -0 23 24.3
 DR5567;UTM  12      - 4,557,507.691   408,420.796   MT  0.99970322   -0 43 06.8
 DR5567
 DR5567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5567!SPC UT N     -   0.99979971  x   0.99995799  =   0.99975771
 DR5567!UTM  12      -   0.99979971  x   0.99970322  =   0.99950299
 DR5567
 DR5567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0842057507(NAD 83)
 DR5567
 DR5567                          SUPERSEDED SURVEY CONTROL
 DR5567
 DR5567.No superseded survey control is available for this station.
 DR5567
 DR5567_MARKER: DB = BENCH MARK DISK
 DR5567_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5567_SP_SET: TOP OF CURB
 DR5567_STAMPING: WC 61 2007
 DR5567_MARK LOGO: UT-057
 DR5567_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5567+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2016
 DR5567
 DR5567  HISTORY     - Date     Condition        Report By
 DR5567  HISTORY     - 2007     MONUMENTED       UT-057
 DR5567  HISTORY     - 20160909 GOOD             UT-057
 DR5567
 DR5567                          STATION DESCRIPTION
 DR5567
 DR5567'DESCRIBED BY WEBER COUNTY UTAH 2016 (DJM)
 DR5567'THE STATION IS LOCATED ABOUT 3.4 MI (5.5 KM) WEST OF ROY, 3.1 MI (5.0
 DR5567'KM) WEST OF ROY PARK ADDITION SUBDIVISION AND 1.9 MI (3.1 KM)
 DR5567'WEST-NORTHWEST OF ROY WEST SUBDIVISION.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5567'STATION IS LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF 5500
 DR5567'SOUTH AND 4650 WEST.
 DR5567'
 DR5567'IT IS 86.2 FT (26.3 M) NORTHWEST OF A POWER POLE, 68.3 FT (20.8 M)
 DR5567'NORTHWEST OF A SIGN FOR SCHOOL, 38 FT (11.6 M) EAST OF THE CENTERLINE
 DR5567'OF 4650 WEST STREET, 24.6 FT (7.5 M) SOUTH OF THE CENTERLINE OF
 DR5567'HIGHWAY 97. MARK IS SET IN THE TOP OF CURB.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DR5568 ***********************************************************************
 DR5568  HT_MOD      -  This is a Height Modernization Survey Station.
 DR5568  DESIGNATION -  WC 8
 DR5568  PID         -  DR5568
 DR5568  STATE/COUNTY-  UT/WEBER
 DR5568  COUNTRY     -  US
 DR5568  USGS QUAD   -  PLAIN CITY SW (2017)
 DR5568
 DR5568                         *CURRENT SURVEY CONTROL
 DR5568  ______________________________________________________________________
 DR5568* NAD 83(2011) POSITION- 41 16 18.45660(N) 112 10 49.43528(W)   ADJUSTED
 DR5568* NAD 83(2011) ELLIP HT-  1270.657 (meters)        (07/08/20)   ADJUSTED
 DR5568* NAD 83(2011) EPOCH   -  2010.00
 DR5568* NAVD 88 ORTHO HEIGHT -  1287.49  (meters)     4224.0   (feet) GPS OBS
 DR5568  ______________________________________________________________________
 DR5568  GEOID HEIGHT    -        -16.820 (meters)                     GEOID18
 DR5568  NAD 83(2011) X  - -1,812,753.032 (meters)                     COMP
 DR5568  NAD 83(2011) Y  - -4,446,363.289 (meters)                     COMP
 DR5568  NAD 83(2011) Z  -  4,185,994.801 (meters)                     COMP
 DR5568  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 DR5568
 DR5568  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR5568  Standards:
 DR5568         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR5568            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR5568  -------------------------------------------------------------------
 DR5568  NETWORK    0.79   1.43           0.35   0.29   0.73     -0.05976719
 DR5568  -------------------------------------------------------------------
 DR5568  Click here for local accuracies and other accuracy information.
 DR5568
 DR5568.The horizontal coordinates were established by GPS observations
 DR5568.and adjusted by the National Geodetic Survey in July 2020.
 DR5568
 DR5568.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR5568.been affixed to the stable North American tectonic plate. See 
 DR5568.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR5568
 DR5568.The horizontal coordinates are valid at the epoch date displayed above
 DR5568.which is a decimal equivalence of Year/Month/Day.
 DR5568
 DR5568.The orthometric height was determined by GPS observations and a
 DR5568.high-resolution geoid model using precise GPS observation and
 DR5568.processing techniques.
 DR5568
 DR5568.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5568.GEOID18 height accuracy estimate available here.
 DR5568
 DR5568.Click photographs - Photos may exist for this station.
 DR5568
 DR5568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR5568
 DR5568.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR5568
 DR5568.The ellipsoidal height was determined by GPS observations
 DR5568.and is referenced to NAD 83.
 DR5568
 DR5568. The following values were computed from the NAD 83(2011) position.
 DR5568
 DR5568;                    North         East     Units Scale Factor Converg.
 DR5568;SPC UT N     - 1,104,439.098   442,993.372   MT  0.99995691   -0 26 55.0
 DR5568;SPC UT N     - 3,623,480.61  1,453,387.42   sFT  0.99995691   -0 26 55.0
 DR5568;UTM  12      - 4,569,601.255   401,134.663   MT  0.99972029   -0 46 43.3
 DR5568
 DR5568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR5568!SPC UT N     -   0.99980073  x   0.99995691  =   0.99975765
 DR5568!UTM  12      -   0.99980073  x   0.99972029  =   0.99952108
 DR5568
 DR5568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL0113469601(NAD 83)
 DR5568
 DR5568                          SUPERSEDED SURVEY CONTROL
 DR5568
 DR5568.No superseded survey control is available for this station.
 DR5568
 DR5568_MARKER: DB = BENCH MARK DISK
 DR5568_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR5568_SP_SET: IRRIGATION WING WALL
 DR5568_STAMPING: WC 8 1985
 DR5568_MARK LOGO: UT-057
 DR5568_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5568+STABILITY: SURFACE MOTION
 DR5568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5568+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2017
 DR5568
 DR5568  HISTORY     - Date     Condition        Report By
 DR5568  HISTORY     - 1985     MONUMENTED       UT-057
 DR5568  HISTORY     - 20151002 GOOD             UT-057
 DR5568  HISTORY     - 20170225 GOOD             INDIV
 DR5568
 DR5568                          STATION DESCRIPTION
 DR5568
 DR5568'DESCRIBED BY WEBER COUNTY UTAH 2015 (DJM)
 DR5568'THE STATION IS LOCATED ABOUT 10.6 MI (17.1 KM) NORTHWEST OF ROY PARK
 DR5568'ADDITION SUBDIVISION, 10.2 MI (16.4 KM) NORTHWEST OF ROY WEST
 DR5568'SUBDIVISION AND 5.3 MI (8.5 KM) WEST-SOUTHWEST OF PLAIN CITY.
 DR5568'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR5568'
 DR5568'TO REACH FROM THE INTERSECTION OF 900 SOUTH AND 8300 WEST PROCEED
 DR5568'NORTH 2.0 MI (3.2 KM) TO THE MARK ON THE LEFT.  THE APPROXIMATE
 DR5568'ADDRESS OF THE MARK IS 686 NORTH 8300 WEST OGDEN UT.
 DR5568'
 DR5568'IT IS 68 FT (20.7 M) SOUTH-SOUTHWEST OF THE INTERSECTION OF 700 NORTH
 DR5568'AND 8300 WEST, 14.5 FT (4.4 M) WEST OF THE CENTERLINE OF 8300 WEST.
 DR5568'IT IS SET IN THE SOUTH WEST CORNER OF A WING WALL OF A CROSSING OVER
 DR5568'AN IRRIGATION CANAL.
 DR5568
 DR5568                          STATION RECOVERY (2017)
 DR5568
 DR5568'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (JEC)
 DR5568'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0783 ***********************************************************************
 HN0783  DESIGNATION -  WEAP
 HN0783  PID         -  HN0783
 HN0783  STATE/COUNTY-  UT/KANE
 HN0783  COUNTRY     -  US
 HN0783  USGS QUAD   -  LONE ROCK (2017)
 HN0783
 HN0783                         *CURRENT SURVEY CONTROL
 HN0783  ______________________________________________________________________
 HN0783* NAD 83(1994) POSITION- 37 04 58.15423(N) 111 36 43.46498(W)   ADJUSTED
 HN0783* NAVD 88 ORTHO HEIGHT -  1655.2   (meters)     5430.    (feet) VERTCON3
 HN0783  ______________________________________________________________________
 HN0783  GEOID HEIGHT    -        -23.206 (meters)                     GEOID18
 HN0783  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 HN0783  HORZ ORDER      -  THIRD
 HN0783
 HN0783.The horizontal coordinates were established by classical geodetic methods
 HN0783.and adjusted by the National Geodetic Survey in November 1997.
 HN0783
 HN0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0783
 HN0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0783.GEOID18 height accuracy estimate available here.
 HN0783
 HN0783.Click photographs - Photos may exist for this station.
 HN0783
 HN0783.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0783
 HN0783. The following values were computed from the NAD 83(1994) position.
 HN0783
 HN0783;                    North         East     Units Scale Factor Converg.
 HN0783;SPC UT S     - 3,046,192.399   490,034.718   MT  1.00002564   -0 04 07.2
 HN0783;SPC UT S     - 9,994,049.56  1,607,722.24   sFT  1.00002564   -0 04 07.2
 HN0783;UTM  12      - 4,104,235.207   445,598.937   MT  0.99963646   -0 22 08.7
 HN0783
 HN0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0783!SPC UT S     -   0.99974395  x   1.00002564  =   0.99976958
 HN0783!UTM  12      -   0.99974395  x   0.99963646  =   0.99938050
 HN0783
 HN0783:                Primary Azimuth Mark                     Grid Az
 HN0783:SPC UT S     -  ET U 231                                 202 41 42.0
 HN0783:UTM  12      -  ET U 231                                 202 59 43.5
 HN0783
 HN0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG4559804235(NAD 83)
 HN0783
 HN0783|---------------------------------------------------------------------|
 HN0783| PID    Reference Object                     Distance      Geod. Az  |
 HN0783|                                                           dddmmss.s |
 HN0783| HN0793 ET U 231                            APPROX. 4.2 KM 2023734.8 |
 HN0783|---------------------------------------------------------------------|
 HN0783
 HN0783                          SUPERSEDED SURVEY CONTROL
 HN0783
 HN0783  NAD 83(1992)-  37 04 58.15351(N)    111 36 43.46497(W) AD(       ) 3
 HN0783  NAD 83(1986)-  37 04 58.14923(N)    111 36 43.46429(W) AD(       ) 3
 HN0783  NAD 27      -  37 04 58.19886(N)    111 36 40.87102(W) AD(       ) 3
 HN0783  NGVD 29 (05/08/89) 1654.3    (m)         5427.     (f) VERT ANG       
 HN0783  NGVD 29 (07/19/86) 1655.2    (m)         5430.     (f) VERT ANG       
 HN0783
 HN0783.Superseded values are not recommended for survey control.
 HN0783
 HN0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0783.See file dsdata.pdf to determine how the superseded data were derived.
 HN0783
 HN0783_MARKER: DD = SURVEY DISK
 HN0783_SETTING: 66 = SET IN ROCK OUTCROP
 HN0783_STAMPING: WEAP 1953
 HN0783_MARK LOGO: USGS
 HN0783_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0783+STABILITY: POSITION/ELEVATION WELL
 HN0783
 HN0783  HISTORY     - Date     Condition        Report By
 HN0783  HISTORY     - 1953     MONUMENTED       USGS
 HN0783  HISTORY     - 1954     GOOD             USGS
 HN0783  HISTORY     - 1959     GOOD             CGS
 HN0783  HISTORY     - 1959     GOOD             CGS
 HN0783  HISTORY     - 1963     GOOD             USGS
 HN0783
 HN0783                          STATION DESCRIPTION
 HN0783
 HN0783'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0783'LOCATED ABOUT 52.0 MI. E. OF KANAB, 18.0 MI. N. OF MARBLE
 HN0783'CANYON.  3.0 MI. NW. OF LONE ROCK.  ON THE HIGHEST PART OF
 HN0783'A HIGH ISOLATED TOP.
 HN0783'
 HN0783'STATION REACHED BY HELICOPTER.
 HN0783'
 HN0783'STATION MARK--STANDARD TABLET STAMPED WEAP 1953 CEMENTED IN
 HN0783'SLAB SHALE.
 HN0783'
 HN0783'REFERENCE MARK NO. 1--A 7/8-INCH DRILL HOLE IN SHALE, 71.50 FT.
 HN0783'FROM STATION MARK N 35 DEG 45 MIN W.
 HN0783'
 HN0783'REFERENCE MARK NO. 2--A 7/8-INCH DRILL HOLE IN SHALE, 38.32 FT.
 HN0783'FROM STATION MARK N 85 DEG 57 MIN E.
 HN0783'
 HN0783'NOTE BY W.R.B., 1954--STATION FOUND AS DESCRIBED AND ALL
 HN0783'MARKS IN GOOD CONDITION.
 HN0783
 HN0783                          STATION RECOVERY (1954)
 HN0783
 HN0783'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 HN0783'RECOVERED IN GOOD CONDITION.
 HN0783
 HN0783                          STATION RECOVERY (1959)
 HN0783
 HN0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CCM)
 HN0783'STATION MARK AND TWO REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 HN0783'
 HN0783'STATION REACHED BY HELICOPTER.
 HN0783'
 HN0783'STATION MARK--STANDARD TABLET STAMPED WEAP 1953 AND ET U 58
 HN0783'IN 1959 CEMENTED IN ROCK OUTCROP.
 HN0783'
 HN0783'SIGNAL--FLASHING LIGHT MOUNTED UNDER INSTRUMENT CENTERED
 HN0783'OVER STATION MARK.
 HN0783'
 HN0783'SIGNAL DATA--FLASHING LIGHT 3.8 FT.
 HN0783
 HN0783                          STATION RECOVERY (1959)
 HN0783
 HN0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 HN0783'RECOVERED IN GOOD CONDITION.
 HN0783'
 HN0783'STATION MARK--STANDARD TABLET, STAMPED ---WEAP 1953---, CEMENTED IN
 HN0783'ROCK OUTCROP, AND ADDITIONALLY STAMPED ---ET U 58--- IN 1959.
 HN0783
 HN0783                          STATION RECOVERY (1963)
 HN0783
 HN0783'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 HN0783'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0493 ***********************************************************************
 KN0493  DESIGNATION -  WEDGE
 KN0493  PID         -  KN0493
 KN0493  STATE/COUNTY-  UT/EMERY
 KN0493  COUNTRY     -  US
 KN0493  USGS QUAD   -  BUCKHORN RESERVOIR (2017)
 KN0493
 KN0493                         *CURRENT SURVEY CONTROL
 KN0493  ______________________________________________________________________
 KN0493* NAD 83(1994) POSITION- 39 11 41.04256(N) 110 48 16.02813(W)   ADJUSTED
 KN0493* NAVD 88 ORTHO HEIGHT -  1956.1   (meters)     6418.    (feet) VERTCON3
 KN0493  ______________________________________________________________________
 KN0493  GEOID HEIGHT    -        -17.965 (meters)                     GEOID18
 KN0493  LAPLACE CORR    -         -5.26  (seconds)                    DEFLEC18
 KN0493  HORZ ORDER      -  THIRD
 KN0493
 KN0493.The horizontal coordinates were established by classical geodetic methods
 KN0493.and adjusted by the National Geodetic Survey in November 1997.
 KN0493
 KN0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0493
 KN0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0493.GEOID18 height accuracy estimate available here.
 KN0493
 KN0493.Click photographs - Photos may exist for this station.
 KN0493
 KN0493.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0493
 KN0493. The following values were computed from the NAD 83(1994) position.
 KN0493
 KN0493;                    North         East     Units Scale Factor Converg.
 KN0493;SPC UT C     - 2,095,866.324   560,084.331   MT  0.99996081   +0 26 44.0
 KN0493;SPC UT C     - 6,876,188.10  1,837,543.34   sFT  0.99996081   +0 26 44.0
 KN0493;UTM  12      - 4,338,405.002   516,886.316   MT  0.99960351   +0 07 24.9
 KN0493
 KN0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0493!SPC UT C     -   0.99969602  x   0.99996081  =   0.99965684
 KN0493!UTM  12      -   0.99969602  x   0.99960351  =   0.99929965
 KN0493
 KN0493:                Primary Azimuth Mark                     Grid Az
 KN0493:SPC UT C     -  WILSON                                   212 32 20.0
 KN0493:UTM  12      -  WILSON                                   212 51 39.1
 KN0493
 KN0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ1688638405(NAD 83)
 KN0493
 KN0493|---------------------------------------------------------------------|
 KN0493| PID    Reference Object                     Distance      Geod. Az  |
 KN0493|                                                           dddmmss.s |
 KN0493| KN0496 WILSON                              APPROX.13.1 KM 2125904.0 |
 KN0493|---------------------------------------------------------------------|
 KN0493
 KN0493                          SUPERSEDED SURVEY CONTROL
 KN0493
 KN0493  NAD 83(1986)-  39 11 41.03256(N)    110 48 16.02126(W) AD(       ) 3
 KN0493  NAD 27      -  39 11 41.13891(N)    110 48 13.42457(W) AD(       ) 3
 KN0493  NGVD 29 (07/19/86) 1955.0    (m)         6414.     (f) VERT ANG       
 KN0493
 KN0493.Superseded values are not recommended for survey control.
 KN0493
 KN0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0493.See file dsdata.pdf to determine how the superseded data were derived.
 KN0493
 KN0493_MARKER: DD = SURVEY DISK
 KN0493_SETTING: 80 = SET IN A BOULDER
 KN0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0493+STABILITY: SURFACE MOTION
 KN0493
 KN0493  HISTORY     - Date     Condition        Report By
 KN0493  HISTORY     - 1952     MONUMENTED       USGS
 KN0493
 KN0493                          STATION DESCRIPTION
 KN0493
 KN0493'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 KN0493'LOCATED ABOUT 20.0 MI. NW. OF FERRON, 13.0 MI. W. OF CASTLE DALE AND
 KN0493'0.75 MI.W.OF RD. IN BUCKHORN WASH, ON SE.END AND ON HIGHEST PART OF
 KN0493'PROMINIENT WEDGE SHAPED MESA RISING SHARPLY OFF FLOOR AT BUCKHORN
 KN0493'FLATS.
 KN0493'
 KN0493'STATION REACHED BY HELICOPTER.
 KN0493'
 KN0493'STATION MARK - STANDARD TABLET STAMPED ---WEDGE 1952--- SET IN
 KN0493'NATURALLY EMBEDDED BOULDER.
 KN0493'
 KN0493'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED --- NO.1
 KN0493'1952--- SET IN BEDROCK, 7.10 FT. FROM STATION MARK,
 KN0493'N 87 DEG 09 MIN E.
 KN0493'
 KN0493'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.2
 KN0493'1952--- SET IN BEDROCK, 21.92 FT. FROM STATION MARK,
 KN0493'S 79 DEG 30 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0730 ***********************************************************************
 MR0730  DESIGNATION -  WELL
 MR0730  PID         -  MR0730
 MR0730  STATE/COUNTY-  UT/CACHE
 MR0730  COUNTRY     -  US
 MR0730  USGS QUAD   -  WELLSVILLE (2017)
 MR0730
 MR0730                         *CURRENT SURVEY CONTROL
 MR0730  ______________________________________________________________________
 MR0730* NAD 83(1994) POSITION- 41 39 01.89666(N) 111 54 31.06022(W)   ADJUSTED
 MR0730* NAVD 88 ORTHO HEIGHT -  1372.6   (meters)     4503.    (feet) VERTCON3
 MR0730  ______________________________________________________________________
 MR0730  GEOID HEIGHT    -        -15.809 (meters)                     GEOID18
 MR0730  LAPLACE CORR    -          1.51  (seconds)                    DEFLEC18
 MR0730  HORZ ORDER      -  SECOND
 MR0730
 MR0730.The horizontal coordinates were established by classical geodetic methods
 MR0730.and adjusted by the National Geodetic Survey in November 1997.
 MR0730
 MR0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0730
 MR0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0730.GEOID18 height accuracy estimate available here.
 MR0730
 MR0730.Click photographs - Photos may exist for this station.
 MR0730
 MR0730.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0730
 MR0730. The following values were computed from the NAD 83(1994) position.
 MR0730
 MR0730;                    North         East     Units Scale Factor Converg.
 MR0730;SPC UT N     - 1,146,357.693   465,961.032   MT  0.99998114   -0 16 10.0
 MR0730;SPC UT N     - 3,761,008.53  1,528,740.49   sFT  0.99998114   -0 16 10.0
 MR0730;UTM  12      - 4,611,374.534   424,338.896   MT  0.99967045   -0 36 14.0
 MR0730
 MR0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0730!SPC UT N     -   0.99978724  x   0.99998114  =   0.99976838
 MR0730!UTM  12      -   0.99978724  x   0.99967045  =   0.99945776
 MR0730
 MR0730:                Primary Azimuth Mark                     Grid Az
 MR0730:SPC UT N     -  WELL AZ MK                               038 13 21.0
 MR0730:UTM  12      -  WELL AZ MK                               038 33 25.0
 MR0730
 MR0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2433811374(NAD 83)
 MR0730
 MR0730|---------------------------------------------------------------------|
 MR0730| PID    Reference Object                     Distance      Geod. Az  |
 MR0730|                                                           dddmmss.s |
 MR0730| CM6745 WELL RM 2                            11.332 METERS 02733     |
 MR0730| CM6743 WELL AZ MK                                         0375711.0 |
 MR0730| MR0725 LOGAN UTAH COLL AGRIC BLDG CUP      APPROX.12.7 KM 0380009.0 |
 MR0730| CM6744 WELL RM 1                            10.223 METERS 23100     |
 MR0730|---------------------------------------------------------------------|
 MR0730
 MR0730                          SUPERSEDED SURVEY CONTROL
 MR0730
 MR0730  NAD 83(1993)-  41 39 01.89724(N)    111 54 31.05686(W) AD(       ) 2
 MR0730  NAD 83(1986)-  41 39 01.88758(N)    111 54 31.04776(W) AD(       ) 2
 MR0730  NAD 27      -  41 39 02.13140(N)    111 54 28.24310(W) AD(       ) 2
 MR0730  NGVD 29 (07/19/86) 1371.5    (m)         4500.     (f) VERT ANG       
 MR0730
 MR0730.Superseded values are not recommended for survey control.
 MR0730
 MR0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0730.See file dsdata.pdf to determine how the superseded data were derived.
 MR0730
 MR0730_MARKER: DS = TRIANGULATION STATION DISK
 MR0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0730
 MR0730  HISTORY     - Date     Condition        Report By
 MR0730  HISTORY     - 1963     MONUMENTED       CGS
 MR0730
 MR0730                          STATION DESCRIPTION
 MR0730
 MR0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MR0730'STATION IS ABOUT 7 MILES SOUTHWEST OF LOGAN, 3 MILES WEST-NORTHWEST
 MR0730'OF HYRUM, 1.5 MILES NORTHEAST OF WELLVILLE, AND ABOUT 0.3
 MR0730'MILE NORTHEAST OF A TEXACO FILLING STATION AND BLACKTOP
 MR0730'CROSSROAD.  IT IS ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAYS
 MR0730'91 AND 89.
 MR0730'
 MR0730'TO REACH FROM THE POST OFFICE IN LOGAN, GO SOUTH AND SOUTHWEST
 MR0730'ON U.S. HIGHWAYS 91 AND 89 FOR 6.95 MILES TO AZIMUTH MARK ON
 MR0730'THE RIGHT, CONTINUE AHEAD, SOUTH, FOR 0.35 MILE TO TWO GATES
 MR0730'ON THE RIGHT, AND STATION SOUTH OF THE GATES.
 MR0730'
 MR0730'STATION IS A STANDARD DISK STAMPED, WELL 1963 SET IN TOP OF
 MR0730'A 12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS
 MR0730'74.5 FEET SOUTH OF THE CENTER OF THE METAL GATE, 52.0 FEET
 MR0730'WEST OF THE CENTERLINE OF U.S. HIGHWAYS 91 AND 89 MEDIAN,
 MR0730'13.0 FEET NORTHEAST OF A TELEPHONE LINE POLE 2, 7.0 FEET EAST
 MR0730'OF A FENCE, 5.0 FEET NORTHEAST OF A METAL WITNESS POST, AND
 MR0730'ABOUT 3.0 FEET LOWER THAN THE HIGHWAYS IN THE CENTER OF THE
 MR0730'RIGHT-OF-WAY DITCH.
 MR0730'
 MR0730'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, WELL NO 1 1963,
 MR0730'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5
 MR0730'INCHES.  IT IS 58.0 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAYS
 MR0730'91 AND 89 MEDIAN, 21.4 FEET SOUTH OF THE TELEPHONE POLE 2, 1
 MR0730'FOOT EAST OF THE FENCE LINE, 3.0 FEET LOWER THAN THE HIGHWAYS,
 MR0730'AND ABOUT THE SAME ELEVATION AS THE STATION.
 MR0730'
 MR0730'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, WELL NO 2 1963,
 MR0730'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5
 MR0730'INCHES.  IT IS 58.0 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAYS
 MR0730'91 AND 89 MEDIAN, 38.0 FEET SOUTH OF THE CENTER OF THE METAL
 MR0730'GATE, 1.5 FEET EAST OF THE FENCE, 3.0 FEET LOWER THAN THE
 MR0730'HIGHWAYS, AND ABOUT THE SAME ELEVATION AS THE STATION.
 MR0730'
 MR0730'AZIMUTH MARK IS A STANDARD DISK STAMPED, WELL 1963, SET IN
 MR0730'TOP OF A 12 ICH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 MR0730'IS 53.5 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAYS 91 AND
 MR0730'89 MEDIAN, 30 FEET NORTH OF TELEPHONE POLE 4, 8.7 FEET EAST
 MR0730'OF A FENCE LINE, 1.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 MR0730'3.0 FEET LOWER THAN THE HIGHWAYS.  IT IS OPPOSITE A DIAGONAL
 MR0730'SIDE ROAD AND IN THE CENTER OF THE RIGHT-OF-WAY DITCH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0888 ***********************************************************************
 HN0888  DESIGNATION -  WELL=ET U 115
 HN0888  PID         -  HN0888
 HN0888  STATE/COUNTY-  UT/SAN JUAN
 HN0888  COUNTRY     -  US
 HN0888  USGS QUAD   -  ALCOVE CANYON (2017)
 HN0888
 HN0888                         *CURRENT SURVEY CONTROL
 HN0888  ______________________________________________________________________
 HN0888* NAD 83(1994) POSITION- 37 21 46.29163(N) 110 40 21.36566(W)   ADJUSTED
 HN0888* NAVD 88 ORTHO HEIGHT -  1442.5   (meters)     4733.    (feet) VERTCON3
 HN0888  ______________________________________________________________________
 HN0888  GEOID HEIGHT    -        -22.456 (meters)                     GEOID18
 HN0888  LAPLACE CORR    -          3.61  (seconds)                    DEFLEC18
 HN0888  HORZ ORDER      -  SECOND
 HN0888
 HN0888.The horizontal coordinates were established by classical geodetic methods
 HN0888.and adjusted by the National Geodetic Survey in November 1997.
 HN0888
 HN0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0888
 HN0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0888.GEOID18 height accuracy estimate available here.
 HN0888
 HN0888.Click photographs - Photos may exist for this station.
 HN0888
 HN0888.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0888
 HN0888. The following values were computed from the NAD 83(1994) position.
 HN0888
 HN0888;                    North         East     Units Scale Factor Converg.
 HN0888;SPC UT S     - 3,077,589.817   573,294.113   MT  0.99997815   +0 30 25.0
 HN0888;SPC UT S     -10,097,059.26  1,880,882.44   sFT  0.99997815   +0 30 25.0
 HN0888;UTM  12      - 4,135,176.978   528,991.656   MT  0.99961035   +0 11 55.3
 HN0888
 HN0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0888!SPC UT S     -   0.99977720  x   0.99997815  =   0.99975536
 HN0888!UTM  12      -   0.99977720  x   0.99961035  =   0.99938764
 HN0888
 HN0888:                Primary Azimuth Mark                     Grid Az
 HN0888:SPC UT S     -  WELL AZ MK                               079 34 32.2
 HN0888:UTM  12      -  WELL AZ MK                               079 53 01.9
 HN0888
 HN0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG2899135176(NAD 83)
 HN0888
 HN0888|---------------------------------------------------------------------|
 HN0888| PID    Reference Object                     Distance      Geod. Az  |
 HN0888|                                                           dddmmss.s |
 HN0888| CM7282 WELL RM 1                            12.574 METERS 04011     |
 HN0888| CM7281 WELL AZ MK                                         0800457.2 |
 HN0888| CM7283 WELL RM 2                             6.364 METERS 31929     |
 HN0888|---------------------------------------------------------------------|
 HN0888
 HN0888                          SUPERSEDED SURVEY CONTROL
 HN0888
 HN0888  NAD 83(1992)-  37 21 46.28732(N)    110 40 21.36604(W) AD(       ) 2
 HN0888  NAD 83(1986)-  37 21 46.28722(N)    110 40 21.36569(W) AD(       ) 2
 HN0888  NAD 27      -  37 21 46.31536(N)    110 40 18.85847(W) AD(       ) 2
 HN0888  NGVD 29 (07/19/86) 1441.5    (m)         4729.     (f) VERT ANG       
 HN0888
 HN0888.Superseded values are not recommended for survey control.
 HN0888
 HN0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0888.See file dsdata.pdf to determine how the superseded data were derived.
 HN0888
 HN0888_MARKER: DB = BENCH MARK DISK
 HN0888_SETTING: 66 = SET IN ROCK OUTCROP
 HN0888_STAMPING: WELL ETU 115 1953
 HN0888_MARK LOGO: USGS
 HN0888_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0888+STABILITY: POSITION/ELEVATION WELL
 HN0888
 HN0888  HISTORY     - Date     Condition        Report By
 HN0888  HISTORY     - 1963     MONUMENTED       USGS
 HN0888  HISTORY     - 1963     GOOD             CGS
 HN0888
 HN0888                          STATION DESCRIPTION
 HN0888
 HN0888'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (LGB)
 HN0888'THE STATION IS LOCATED ABOUT 59 MILES SOUTHEAST OF ESCALANTE,
 HN0888'18 MILES NORTHEAST OF THE JUNCTION OF THE COLORADO AND SAN JUAN
 HN0888'RIVERS, 15-1/2 MILES NORTHEAST OF THE AIRSTRIP AT HOLE-IN-THE-ROCK
 HN0888'CROSSING ON THE COLORADO RIVER AND 3 MILES EAST OF THE COLORADO
 HN0888'RIVER ON THE HIGHEST ONE OF SEVERAL SANDSTONE HUMPS THAT ARE
 HN0888'LIGHT BROWN IN COLOR.
 HN0888'
 HN0888'TO REACH THE STATION BY HELICOPTER FROM THE AIRSTRIP AT
 HN0888'HOLE-IN-THE-ROCK FLY NORTHEASTERLY ON A TRUE COURSE OF 63 DEGREES
 HN0888'FOR ABOUT 15-1/2 MILES TO THE BARE ROCK JUST EAST OF THE
 HN0888'HIGHEST HUMP.  LANDING WAS MADE ON THE BARE ROCK.  FROM HERE
 HN0888'PACK WEST TO THE TOP OF THE HUMP AND THE STATION.  TO REACH
 HN0888'THE AZIMUTH MARK FROM THE STATION PACK EAST OVER THE BARE
 HN0888'SANDSTONE AND SMALL SAND POCKETS FOR 0.25 MILE TO THE HIGHEST
 HN0888'POINT OF AN ELONGATED SANDSTONE HUMP AND THE MARK.
 HN0888'
 HN0888'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 HN0888'WELL ETU 115 1953, CEMENTED IN A DRILL HOLE IN BEDROCK ON THE
 HN0888'HIGHEST POINT OF THE SANDSTONE HUMP.
 HN0888'
 HN0888'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WELL USGS NO 1
 HN0888'1963, CEMENTED IN A DRILL HOLE IN BEDROCK ONE FOOT LOWER THAN
 HN0888'THE STATION.
 HN0888'
 HN0888'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WELL USGS NO 2
 HN0888'1963, CEMENTED IN A DRILL HOLE IN BEDROCK TWO FEET LOWER THAN
 HN0888'THE STATION.
 HN0888'
 HN0888'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WELL USGS 1963,
 HN0888'CEMENTED IN A DRILL HOLE IN BEDROCK ON THE HIGHEST POINT OF AN
 HN0888'ELONGATED SANDSTONE HUMP.
 HN0888'
 HN0888'NOTE--CONSIDERABLE MOVEMENT WAS EXPERIENCED IN THE SANDSTONE
 HN0888'AROUND THE STATION MARK.  FOURTEEN FOOT OUTRIGGERS WERE USED
 HN0888'TO KEEP THE OBSERVERS WEIGHT SIX FEET FROM THE LEGS OF THE STAND.
 HN0888
 HN0888                          STATION RECOVERY (1963)
 HN0888
 HN0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HN0888'RECOVERED IN GOOD CONDITION.
 HN0888'
 HN0888'STATION MARK--STANDARD TABLET, STAMPED ---WELL 1953---, SET FLUSH
 HN0888'WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0587 ***********************************************************************
 LQ0587  DESIGNATION -  WENDOVER
 LQ0587  PID         -  LQ0587
 LQ0587  STATE/COUNTY-  UT/TOOELE
 LQ0587  COUNTRY     -  US
 LQ0587  USGS QUAD   -  LEPPY PEAK (2018)
 LQ0587
 LQ0587                         *CURRENT SURVEY CONTROL
 LQ0587  ______________________________________________________________________
 LQ0587* NAD 83(1994) POSITION- 40 45 10.83176(N) 114 01 11.43105(W)   ADJUSTED
 LQ0587* NAVD 88 ORTHO HEIGHT -  1551.5   (meters)     5090.    (feet) VERTCON3
 LQ0587  ______________________________________________________________________
 LQ0587  GEOID HEIGHT    -        -18.065 (meters)                     GEOID18
 LQ0587  LAPLACE CORR    -         -7.24  (seconds)                    DEFLEC18
 LQ0587  HORZ ORDER      -  FIRST
 LQ0587
 LQ0587.The horizontal coordinates were established by classical geodetic methods
 LQ0587.and adjusted by the National Geodetic Survey in November 1997.
 LQ0587
 LQ0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0587
 LQ0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0587.GEOID18 height accuracy estimate available here.
 LQ0587
 LQ0587.Click photographs - Photos may exist for this station.
 LQ0587
 LQ0587.The Laplace correction was computed from DEFLEC18 derived deflections.
 LQ0587
 LQ0587. The following values were computed from the NAD 83(1994) position.
 LQ0587
 LQ0587;                    North         East     Units Scale Factor Converg.
 LQ0587;SPC UT C     - 2,271,640.108   287,225.536   MT  1.00002726   -1 36 51.0
 LQ0587;SPC UT C     - 7,452,872.59    942,339.11   sFT  1.00002726   -1 36 51.0
 LQ0587;UTM  11      - 4,515,612.603   751,586.101   MT  1.00037915   +1 56 47.3
 LQ0587;UTM  12      - 4,515,727.234   245,063.307   MT  1.00040004   -1 58 20.7
 LQ0587
 LQ0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0587!SPC UT C     -   0.99975952  x   1.00002726  =   0.99978678
 LQ0587!UTM  11      -   0.99975952  x   1.00037915  =   1.00013858
 LQ0587!UTM  12      -   0.99975952  x   1.00040004  =   1.00015947
 LQ0587
 LQ0587:                Primary Azimuth Mark                     Grid Az
 LQ0587:SPC UT C     -  SALT                                     197 53 59.5
 LQ0587:UTM  11      -  SALT                                     194 20 21.2
 LQ0587:UTM  12      -  SALT                                     198 15 29.2
 LQ0587
 LQ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF5158615612(NAD 83)
 LQ0587
 LQ0587|---------------------------------------------------------------------|
 LQ0587| PID    Reference Object                     Distance      Geod. Az  |
 LQ0587|                                                           dddmmss.s |
 LQ0587| LP0580 WENDOVER RAD RNG CENTER MAST        APPROX. 5.2 KM 1315219.8 |
 LQ0587| LQ0605 SALT                                APPROX.13.6 KM 1961708.5 |
 LQ0587| DD7010 WENDOVER RM 1                        12.413 METERS 19809     |
 LQ0587| LQ0597 SAN FRAN SALT LK AWY BCN 52         APPROX. 2.8 KM 2015951.4 |
 LQ0587| LQ0599 WENDOVER AFB WATER TANK             APPROX. 3.1 KM 2183330.1 |
 LQ0587| LQ0601 AIRWAY BCN 51 3 MI W WENDOVER       APPROX. 6.9 KM 2575358.0 |
 LQ0587| DD7011 WENDOVER RM 2                        20.703 METERS 30234     |
 LQ0587|---------------------------------------------------------------------|
 LQ0587
 LQ0587                          SUPERSEDED SURVEY CONTROL
 LQ0587
 LQ0587  NAD 83(1986)-  40 45 10.82467(N)    114 01 11.42511(W) AD(       ) 1
 LQ0587  NAD 27      -  40 45 11.07687(N)    114 01 08.39085(W) AD(       ) 1
 LQ0587  NGVD 29 (07/19/86) 1550.5    (m)         5087.     (f) VERT ANG       
 LQ0587
 LQ0587.Superseded values are not recommended for survey control.
 LQ0587
 LQ0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0587.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0587
 LQ0587_MARKER: DS = TRIANGULATION STATION DISK
 LQ0587_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0587_STAMPING: WENDOVER 1940
 LQ0587_MARK LOGO: CGS
 LQ0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0587+STABILITY: POSITION/ELEVATION WELL
 LQ0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0587+SATELLITE: SATELLITE OBSERVATIONS - 1986
 LQ0587
 LQ0587  HISTORY     - Date     Condition        Report By
 LQ0587  HISTORY     - 1940     MONUMENTED       CGS
 LQ0587  HISTORY     - 1957     GOOD             CGS
 LQ0587  HISTORY     - 1984     GOOD             DMA
 LQ0587  HISTORY     - 1986     GOOD
 LQ0587
 LQ0587                          STATION DESCRIPTION
 LQ0587
 LQ0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LQ0587'STATION IS ABOUT 1 MILE NE OF WENDOVER ON S AND HIGHEST END OF
 LQ0587'A SPUR OF THE LEPPY RANGE.
 LQ0587'
 LQ0587'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 LQ0587'IN DRILL HOLES IN OUTCROPPING BEDROCK.  ALL MARKS STAMPED
 LQ0587'WENDOVER 1940.
 LQ0587'
 LQ0587'REFERENCE MARK NO. 1 IS 4 FEET LOWER IN ELEVATION THAN THE
 LQ0587'STATION MARK AND IS ABOUT 42 FEET (SLOPE DISTANCE) S OF THE
 LQ0587'STATION.
 LQ0587'
 LQ0587'REFERENCE MARK NO. 2 IS APPROXIMATELY 14 FEET LOWER IN ELEVATION
 LQ0587'THAN THE STATION AND IS ABOUT 70 FEET (SLOPE DISTANCE) NW OF
 LQ0587'THE STATION.  IT IS ABOUT 10 FEET FROM THE W RIM OF THE RIDGE.
 LQ0587'
 LQ0587'TO REACH FROM WENDOVER FOLLOW U.S. HIGHWAY 40 W TO STATE LINE
 LQ0587'HOTEL.  THENCE N ON DIRT ROAD 0.3 MILE TO SCHREIBERS HOUSE.
 LQ0587'KEEP TO RIGHT OF HOUSE AND CONTINUE N 0.1 MILE.  THENCE RIGHT FORK
 LQ0587'0.3 MILE TO CROSS ROAD.  CONTINUE STRAIGHT AHEAD 0.2 MILE.  THENCE
 LQ0587'RIGHT FORK, STRAIGHT AHEAD, NE, 1.25 MILES TO SUMMIT OF GRADE.
 LQ0587'THENCE BEAR RIGHT, SE, ALONG RIDGE 0.2 MILE TO END OF TRUCK
 LQ0587'TRAVEL.  THENCE CONTINUE SOUTHERLY ON CREST OF RIDGE ABOUT 1/2 MILE
 LQ0587'TO S END AND STATION.
 LQ0587
 LQ0587                          STATION RECOVERY (1957)
 LQ0587
 LQ0587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0587'THE ORIGINAL DESCRIPTION IS ADEQUATE.  THE STATION IS REACHED
 LQ0587'BY A SLIGHTLY DIFFERENT ROUTE, AS FOLLOWS--FROM THE STATE LINE
 LQ0587'HOTEL IN WENDOVER, GO EAST 1.0 MILE ON U.S. HIGHWAY 40, TURN LEFT
 LQ0587'ON A GRAVELED ROAD AND GO NORTHEAST 0.4 MILE TO A JUNCTION
 LQ0587'WITH A DIRT ROAD.  CONTINUE NORTH ON THE DIRT ROAD FOR 1.4 MILE,
 LQ0587'ACROSS FLAT AND UP SLOPE TO SADDLE.  TURN RIGHT ON TRACK ROAD
 LQ0587'AND GO SOUTHEAST AND SOUTH UP CREST OF RIDGE FOR 1.0 MILE TO
 LQ0587'STATION ON HIGHEST POINT OF HILL, 75.5 FEET NORTH OF A SMALL
 LQ0587'AIRCRAFT WARNING BEACON.
 LQ0587
 LQ0587                          STATION RECOVERY (1984)
 LQ0587
 LQ0587'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984 (GS)
 LQ0587'WENDOVER 1940 RECOVERED IN GOOD CONDITION.
 LQ0587
 LQ0587                          STATION RECOVERY (1986)
 LQ0587
 LQ0587'RECOVERED 1986
 LQ0587'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0600 ***********************************************************************
 LQ0600  DESIGNATION -  WENDOVER AFB CONTROL TOWER
 LQ0600  PID         -  LQ0600
 LQ0600  STATE/COUNTY-  UT/TOOELE
 LQ0600  COUNTRY     -  US
 LQ0600  USGS QUAD   -  WENDOVER (2017)
 LQ0600
 LQ0600                         *CURRENT SURVEY CONTROL
 LQ0600  ______________________________________________________________________
 LQ0600* NAD 83(1994) POSITION- 40 43 40.35013(N) 114 02 15.96118(W)   ADJUSTED
 LQ0600  ______________________________________________________________________
 LQ0600  GEOID HEIGHT    -        -18.146 (meters)                     GEOID18
 LQ0600  LAPLACE CORR    -         -3.45  (seconds)                    DEFLEC18
 LQ0600  HORZ ORDER      -  THIRD
 LQ0600
 LQ0600.This mark is at Wendover Airport (ENV)
 LQ0600
 LQ0600.The horizontal coordinates were established by classical geodetic methods
 LQ0600.and adjusted by the National Geodetic Survey in November 1997.
 LQ0600
 LQ0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0600.GEOID18 height accuracy estimate available here.
 LQ0600
 LQ0600.Click photographs - Photos may exist for this station.
 LQ0600
 LQ0600.The Laplace correction was computed from DEFLEC18 derived deflections.
 LQ0600
 LQ0600. The following values were computed from the NAD 83(1994) position.
 LQ0600
 LQ0600;                    North         East     Units Scale Factor Converg.
 LQ0600;SPC UT C     - 2,268,892.879   285,633.176   MT  1.00002031   -1 37 32.3
 LQ0600;SPC UT C     - 7,443,859.39    937,114.84   sFT  1.00002031   -1 37 32.3
 LQ0600;UTM  11      - 4,512,770.802   750,166.902   MT  1.00037038   +1 56 01.5
 LQ0600;UTM  12      - 4,512,988.960   243,453.206   MT  1.00041018   -1 58 59.2
 LQ0600
 LQ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF5016612770(NAD 83)
 LQ0600
 LQ0600                          SUPERSEDED SURVEY CONTROL
 LQ0600
 LQ0600  NAD 83(1986)-  40 43 40.34187(N)    114 02 15.95442(W) AD(       ) 3
 LQ0600  NAD 27      -  40 43 40.59208(N)    114 02 12.91795(W) AD(       ) 3
 LQ0600
 LQ0600.Superseded values are not recommended for survey control.
 LQ0600
 LQ0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0600.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0600
 LQ0600_MARKER: 58 = CONTROL TOWER
 LQ0600
 LQ0600  HISTORY     - Date     Condition        Report By
 LQ0600  HISTORY     - 1957     FIRST OBSERVED   CGS
 LQ0600  HISTORY     - 1958     GOOD             CGS
 LQ0600  HISTORY     - 20101008 GOOD             GEOCAC
 LQ0600
 LQ0600                          STATION DESCRIPTION
 LQ0600
 LQ0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0600'THE OBJECT INTERSECTED WAS THE APEX OF THE ROOF OF THE SQUARE
 LQ0600'AIRCRAFT CONTROL TOWER SUPPORTED ON A STEEL STRUCTURE AT WENDOVER
 LQ0600'AIR FORCE BASE, WENDOVER, UTAH.  THE ROOF HAS A PYRAMIDAL
 LQ0600'SHAPE.
 LQ0600
 LQ0600                          STATION RECOVERY (1958)
 LQ0600
 LQ0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 LQ0600'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 LQ0600
 LQ0600                          STATION RECOVERY (2010)
 LQ0600
 LQ0600'RECOVERY NOTE BY GEOCACHING 2010 (BRB)
 LQ0600'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0599 ***********************************************************************
 LQ0599  DESIGNATION -  WENDOVER AFB WATER TANK
 LQ0599  PID         -  LQ0599
 LQ0599  STATE/COUNTY-  UT/TOOELE
 LQ0599  COUNTRY     -  US
 LQ0599  USGS QUAD   -  WENDOVER (2017)
 LQ0599
 LQ0599                         *CURRENT SURVEY CONTROL
 LQ0599  ______________________________________________________________________
 LQ0599* NAD 83(1994) POSITION- 40 43 51.01244(N) 114 02 35.05944(W)   ADJUSTED
 LQ0599  ______________________________________________________________________
 LQ0599  GEOID HEIGHT    -        -18.124 (meters)                     GEOID18
 LQ0599  LAPLACE CORR    -         -3.51  (seconds)                    DEFLEC18
 LQ0599  HORZ ORDER      -  THIRD
 LQ0599
 LQ0599.This mark is at Wendover Airport (ENV)
 LQ0599
 LQ0599.The horizontal coordinates were established by classical geodetic methods
 LQ0599.and adjusted by the National Geodetic Survey in November 1997.
 LQ0599
 LQ0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0599.GEOID18 height accuracy estimate available here.
 LQ0599
 LQ0599.Click photographs - Photos may exist for this station.
 LQ0599
 LQ0599.The Laplace correction was computed from DEFLEC18 derived deflections.
 LQ0599
 LQ0599. The following values were computed from the NAD 83(1994) position.
 LQ0599
 LQ0599;                    North         East     Units Scale Factor Converg.
 LQ0599;SPC UT C     - 2,269,234.379   285,194.524   MT  1.00002112   -1 37 44.5
 LQ0599;SPC UT C     - 7,444,979.79    935,675.70   sFT  1.00002112   -1 37 44.5
 LQ0599;UTM  11      - 4,513,084.520   749,707.735   MT  1.00036756   +1 55 49.5
 LQ0599;UTM  12      - 4,513,333.326   243,016.523   MT  1.00041294   -1 59 12.2
 LQ0599
 LQ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF4970713084(NAD 83)
 LQ0599
 LQ0599                          SUPERSEDED SURVEY CONTROL
 LQ0599
 LQ0599  NAD 83(1986)-  40 43 51.00403(N)    114 02 35.05221(W) AD(       ) 3
 LQ0599  NAD 27      -  40 43 51.25470(N)    114 02 32.01603(W) AD(       ) 3
 LQ0599
 LQ0599.Superseded values are not recommended for survey control.
 LQ0599
 LQ0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0599.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0599
 LQ0599_MARKER: 51 = TANK
 LQ0599
 LQ0599  HISTORY     - Date     Condition        Report By
 LQ0599  HISTORY     - 1957     FIRST OBSERVED   CGS
 LQ0599  HISTORY     - 1958     GOOD             CGS
 LQ0599  HISTORY     - 20100816 GOOD             GEOCAC
 LQ0599
 LQ0599                          STATION DESCRIPTION
 LQ0599
 LQ0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0599'THE OBJECT INTERSECTED WAS THE BEACON FOR AIR NAVIGATION AID
 LQ0599'MOUNTED ON THE APEX OF THE CONICAL ROOF COVERING THE WATER
 LQ0599'TANK AT WENDOVER AIR FORCE BASE, WENDOVER, UTAH.  THE BASE OF
 LQ0599'THE TANK SETS ON A SMALL KNOLL IN THE MILITARY RESERVATION AND
 LQ0599'PAINTED IN RED AND WHITE, CHECKERBOARD.  THE BEACON LIGHT
 LQ0599'FLASHES GREEN AND WHITE.
 LQ0599
 LQ0599                          STATION RECOVERY (1958)
 LQ0599
 LQ0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 LQ0599'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 LQ0599
 LQ0599                          STATION RECOVERY (2010)
 LQ0599
 LQ0599'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 LQ0599'AMAZINGLY ENOUGH, THIS ONE STILL STANDS AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0580 ***********************************************************************
 LP0580  DESIGNATION -  WENDOVER RAD RNG CENTER MAST
 LP0580  PID         -  LP0580
 LP0580  STATE/COUNTY-  UT/TOOELE
 LP0580  COUNTRY     -  US
 LP0580  USGS QUAD   -  SILSBEE (2017)
 LP0580
 LP0580                         *CURRENT SURVEY CONTROL
 LP0580  ______________________________________________________________________
 LP0580* NAD 83(1994) POSITION- 40 43 17.61689(N) 113 58 25.47027(W)   ADJUSTED
 LP0580  ______________________________________________________________________
 LP0580  GEOID HEIGHT    -        -18.283 (meters)                     GEOID18
 LP0580  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 LP0580  HORZ ORDER      -  THIRD
 LP0580
 LP0580.The horizontal coordinates were established by classical geodetic methods
 LP0580.and adjusted by the National Geodetic Survey in November 1997.
 LP0580
 LP0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0580.GEOID18 height accuracy estimate available here.
 LP0580
 LP0580.Click photographs - Photos may exist for this station.
 LP0580
 LP0580.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0580
 LP0580. The following values were computed from the NAD 83(1994) position.
 LP0580
 LP0580;                    North         East     Units Scale Factor Converg.
 LP0580;SPC UT C     - 2,268,040.373   291,020.642   MT  1.00001859   -1 35 04.7
 LP0580;SPC UT C     - 7,441,062.46    954,790.22   sFT  1.00001859   -1 35 04.7
 LP0580;UTM  12      - 4,512,102.577   248,837.268   MT  1.00037653   -1 56 27.7
 LP0580;UTM  11      - 4,512,254.250   755,598.901   MT  1.00040421   +1 58 31.3
 LP0580
 LP0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL4883712102(NAD 83)
 LP0580
 LP0580                          SUPERSEDED SURVEY CONTROL
 LP0580
 LP0580  NAD 83(1986)-  40 43 17.60770(N)    113 58 25.46279(W) AD(       ) 3
 LP0580  NAD 27      -  40 43 17.85931(N)    113 58 22.43762(W) AD(       ) 3
 LP0580
 LP0580.Superseded values are not recommended for survey control.
 LP0580
 LP0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0580.See file dsdata.pdf to determine how the superseded data were derived.
 LP0580
 LP0580_MARKER: 27 = RADIO RANGE MAST
 LP0580
 LP0580  HISTORY     - Date     Condition        Report By
 LP0580  HISTORY     - 1940     FIRST OBSERVED   CGS
 LP0580
 LP0580                          STATION DESCRIPTION
 LP0580
 LP0580'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0586 ***********************************************************************
 LQ0586  DESIGNATION -  WENDOVER USAF BCN AT WENDOVER
 LQ0586  PID         -  LQ0586
 LQ0586  STATE/COUNTY-  UT/TOOELE
 LQ0586  COUNTRY     -  US
 LQ0586  USGS QUAD   -  LEPPY PEAK (2018)
 LQ0586
 LQ0586                         *CURRENT SURVEY CONTROL
 LQ0586  ______________________________________________________________________
 LQ0586* NAD 83(1994) POSITION- 40 45 10.07887(N) 114 01 11.36355(W)   ADJUSTED
 LQ0586  ______________________________________________________________________
 LQ0586  GEOID HEIGHT    -        -18.066 (meters)                     GEOID18
 LQ0586  LAPLACE CORR    -         -7.17  (seconds)                    DEFLEC18
 LQ0586  HORZ ORDER      -  THIRD
 LQ0586
 LQ0586.The horizontal coordinates were established by classical geodetic methods
 LQ0586.and adjusted by the National Geodetic Survey in November 1997.
 LQ0586
 LQ0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0586.GEOID18 height accuracy estimate available here.
 LQ0586
 LQ0586.Click photographs - Photos may exist for this station.
 LQ0586
 LQ0586.The Laplace correction was computed from DEFLEC18 derived deflections.
 LQ0586
 LQ0586. The following values were computed from the NAD 83(1994) position.
 LQ0586
 LQ0586;                    North         East     Units Scale Factor Converg.
 LQ0586;SPC UT C     - 2,271,616.848   287,226.465   MT  1.00002720   -1 36 50.9
 LQ0586;SPC UT C     - 7,452,796.28    942,342.16   sFT  1.00002720   -1 36 50.9
 LQ0586;UTM  11      - 4,515,589.437   751,588.473   MT  1.00037916   +1 56 47.3
 LQ0586;UTM  12      - 4,515,703.959   245,064.091   MT  1.00040003   -1 58 20.6
 LQ0586
 LQ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF5158815589(NAD 83)
 LQ0586
 LQ0586                          SUPERSEDED SURVEY CONTROL
 LQ0586
 LQ0586  NAD 83(1986)-  40 45 10.07017(N)    114 01 11.35672(W) AD(       ) 3
 LQ0586  NAD 27      -  40 45 10.32189(N)    114 01 08.32193(W) AD(       ) 3
 LQ0586
 LQ0586.Superseded values are not recommended for survey control.
 LQ0586
 LQ0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0586.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0586
 LQ0586_MARKER: 22 = AIRWAY BEACON
 LQ0586
 LQ0586  HISTORY     - Date     Condition        Report By
 LQ0586  HISTORY     - 1957     FIRST OBSERVED   CGS
 LQ0586
 LQ0586                          STATION DESCRIPTION
 LQ0586
 LQ0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0586'THE BEACON MOUNTED ON A STEEL TOWER SERVES AS A WARNING OF
 LQ0586'OBSTRUCTION TO AIR NAVIGATION.  IT IS LOCATED ABOUT 1 MILE
 LQ0586'NE OF WENDOVER ON THE SOUTH AND HIGHEST END OF A SPUR OF THE
 LQ0586'LEPPY RANGE.  THE TRIANGULATION STATION WENDOVER 1940 IS 75.5
 LQ0586'FEET NORTH OF THE BEACON AS MEASURED TO THE CENTER OF THE LIGHT.
 LQ0586'THE BEACON FLASHES RED WHEN IN OPERATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0598 ***********************************************************************
 LQ0598  DESIGNATION -  WENDOVER USAF WARNING BEACON
 LQ0598  PID         -  LQ0598
 LQ0598  STATE/COUNTY-  UT/TOOELE
 LQ0598  COUNTRY     -  US
 LQ0598  USGS QUAD   -  WENDOVER (2017)
 LQ0598
 LQ0598                         *CURRENT SURVEY CONTROL
 LQ0598  ______________________________________________________________________
 LQ0598* NAD 83(1994) POSITION- 40 44 22.15305(N) 114 01 45.62716(W)   ADJUSTED
 LQ0598  ______________________________________________________________________
 LQ0598  GEOID HEIGHT    -        -18.108 (meters)                     GEOID18
 LQ0598  LAPLACE CORR    -         -4.22  (seconds)                    DEFLEC18
 LQ0598  HORZ ORDER      -  THIRD
 LQ0598
 LQ0598.The horizontal coordinates were established by classical geodetic methods
 LQ0598.and adjusted by the National Geodetic Survey in November 1997.
 LQ0598
 LQ0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0598.GEOID18 height accuracy estimate available here.
 LQ0598
 LQ0598.Click photographs - Photos may exist for this station.
 LQ0598
 LQ0598.The Laplace correction was computed from DEFLEC18 derived deflections.
 LQ0598
 LQ0598. The following values were computed from the NAD 83(1994) position.
 LQ0598
 LQ0598;                    North         East     Units Scale Factor Converg.
 LQ0598;SPC UT C     - 2,270,161.720   286,381.206   MT  1.00002350   -1 37 12.9
 LQ0598;SPC UT C     - 7,448,022.24    939,569.01   sFT  1.00002350   -1 37 12.9
 LQ0598;UTM  11      - 4,514,084.100   750,834.943   MT  1.00037450   +1 56 23.0
 LQ0598;UTM  12      - 4,514,253.595   244,209.434   MT  1.00040541   -1 58 41.1
 LQ0598
 LQ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF5083414084(NAD 83)
 LQ0598
 LQ0598                          SUPERSEDED SURVEY CONTROL
 LQ0598
 LQ0598  NAD 83(1986)-  40 44 22.14468(N)    114 01 45.61957(W) AD(       ) 3
 LQ0598  NAD 27      -  40 44 22.39577(N)    114 01 42.58389(W) AD(       ) 3
 LQ0598
 LQ0598.Superseded values are not recommended for survey control.
 LQ0598
 LQ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0598.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0598
 LQ0598_MARKER: 21 = AIRPORT BEACON
 LQ0598
 LQ0598  HISTORY     - Date     Condition        Report By
 LQ0598  HISTORY     - 1957     FIRST OBSERVED   CGS
 LQ0598
 LQ0598                          STATION DESCRIPTION
 LQ0598
 LQ0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0598'THE BEACON MOUNTED ON A STEEL TOWER SERVES AS A WARNING OF
 LQ0598'OBSTRUCTION TO AIR NAVIGATION, AND IS LOCATED ON A FLAT
 LQ0598'TOPPED ISOLATED BUTTE ABOUT 3/4 MILE ENE OF WENDOVER, AND NORTH
 LQ0598'OF U.S. HIGHWAY 40.  THE OBJECT INTERSECTED WAS THE LIGHT
 LQ0598'MOUNTED ON THE STEEL STRUCTURE, AND FLASHES RED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5825 ***********************************************************************
 AI5825  CBN         -  This is a Cooperative Base Network Control Station.
 AI5825  DESIGNATION -  WES DES PUMPS
 AI5825  PID         -  AI5825
 AI5825  STATE/COUNTY-  UT/BOX ELDER
 AI5825  COUNTRY     -  US
 AI5825  USGS QUAD   -  HOGUP RIDGE NORTH (2017)
 AI5825
 AI5825                         *CURRENT SURVEY CONTROL
 AI5825  ______________________________________________________________________
 AI5825* NAD 83(2011) POSITION- 41 15 13.46177(N) 113 04 53.99059(W)   ADJUSTED
 AI5825* NAD 83(2011) ELLIP HT-  1281.232 (meters)        (06/27/12)   ADJUSTED
 AI5825* NAD 83(2011) EPOCH   -  2010.00
 AI5825* NAVD 88 ORTHO HEIGHT -  1298.1   (meters)     4259.    (feet) GPS OBS
 AI5825  ______________________________________________________________________
 AI5825  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5825  GEOID HEIGHT    -        -16.860 (meters)                     GEOID09
 AI5825  GEOID HEIGHT    -        -16.840 (meters)                     GEOID18
 AI5825  NAD 83(2011) X  - -1,882,989.039 (meters)                     COMP
 AI5825  NAD 83(2011) Y  - -4,418,523.762 (meters)                     COMP
 AI5825  NAD 83(2011) Z  -  4,184,494.275 (meters)                     COMP
 AI5825  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 AI5825
 AI5825  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5825  Standards:
 AI5825         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5825            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5825  -------------------------------------------------------------------
 AI5825  NETWORK    0.53   1.12           0.23   0.20   0.57     -0.12194995
 AI5825  -------------------------------------------------------------------
 AI5825  Click here for local accuracies and other accuracy information.
 AI5825
 AI5825.The horizontal coordinates were established by GPS observations
 AI5825.and adjusted by the National Geodetic Survey in June 2012.
 AI5825
 AI5825.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5825.been affixed to the stable North American tectonic plate. See 
 AI5825.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5825
 AI5825.The horizontal coordinates are valid at the epoch date displayed above
 AI5825.which is a decimal equivalence of Year/Month/Day.
 AI5825
 AI5825.The orthometric height was determined by GPS observations and a
 AI5825.high-resolution geoid model.
 AI5825
 AI5825.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5825.GEOID18 height accuracy estimate available here.
 AI5825
 AI5825.Click photographs - Photos may exist for this station.
 AI5825
 AI5825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5825
 AI5825.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5825
 AI5825.The ellipsoidal height was determined by GPS observations
 AI5825.and is referenced to NAD 83.
 AI5825
 AI5825. The following values were computed from the NAD 83(2011) position.
 AI5825
 AI5825;                    North         East     Units Scale Factor Converg.
 AI5825;SPC UT N     - 1,103,417.270   367,451.088   MT  0.99995684   -1 02 34.4
 AI5825;SPC UT N     - 3,620,128.16  1,205,545.78   sFT  0.99995684   -1 02 34.4
 AI5825;UTM  12      - 4,569,014.749   325,596.906   MT  0.99997435   -1 22 22.7
 AI5825
 AI5825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5825!SPC UT N     -   0.99979907  x   0.99995684  =   0.99975592
 AI5825!UTM  12      -   0.99979907  x   0.99997435  =   0.99977343
 AI5825
 AI5825_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL2559669014(NAD 83)
 AI5825
 AI5825                          SUPERSEDED SURVEY CONTROL
 AI5825
 AI5825  NAD 83(2007)-  41 15 13.46152(N)    113 04 53.99077(W) AD(2002.00) 0
 AI5825  ELLIP H (02/10/07) 1281.245  (m)                       GP(2002.00)    
 AI5825  NAD 83(1994)-  41 15 13.46096(N)    113 04 53.99011(W) AD(       ) A
 AI5825  ELLIP H (06/28/00) 1281.263  (m)                       GP(       ) 4 1
 AI5825  NAVD 88 (06/28/00) 1298.1    (m)  GEOID99  model used  GPS OBS        
 AI5825
 AI5825.Superseded values are not recommended for survey control.
 AI5825
 AI5825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5825.See file dsdata.pdf to determine how the superseded data were derived.
 AI5825
 AI5825_MARKER: DD = SURVEY DISK
 AI5825_SETTING: 66 = SET IN ROCK OUTCROP
 AI5825_MARK LOGO: UTDWR
 AI5825_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5825_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI5825+STABILITY: POSITION/ELEVATION WELL
 AI5825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5825+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5825
 AI5825  HISTORY     - Date     Condition        Report By
 AI5825  HISTORY     - 1999     MONUMENTED       UTDWR
 AI5825
 AI5825                          STATION DESCRIPTION
 AI5825
 AI5825'DESCRIBED BY UTAH DIVISION OF WATER RESOURCES 1999 (JLS)
 AI5825'THE STATION IS LOCATED ABOUT 112.7 KM (70.00 MI) NORTHWEST OF SALT
 AI5825'LAKE CITY, 107.8 KM (67.00 MI) NORTHEAST OF WENDOVER AND 88.5 KM
 AI5825'(55.00 MI) WEST OF OGDEN.  OWNERSHIP--BLM.  CONTACT JEFF GALE OF UNION
 AI5825'PACIFIC RAILROAD FOR RAILROAD RIGHT-OF-WAY GATE KEY.  PHONE
 AI5825'801-626-8382.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AI5825'HIGHWAY 80 AND EAGLE RANGE ROAD, EXIT 62, GO NORTHERLY ON EAGLE RANGE
 AI5825'ROAD FOR 24.5 KM (15.20 MI) TO A FORK IN ROAD.  BEAR RIGHT AND GO
 AI5825'NORTH FOR 22.9 KM (14.20 MI) TO THE TOWN OF LAKESIDE.  TURN LEFT AND
 AI5825'GO WEST FOR 0.6 KM (0.35 MI) TO A RAILROAD CROSSING.  CONTINUE WEST ON
 AI5825'RAILROAD RIGHT-OF-WAY ROAD FOR 17.7 KM (11.00 MI) TO A PUMP STATION AT
 AI5825'HOGUP RIDGE AND THE STATION ON THE RIGHT.  THE STATION IS A DISK
 AI5825'WITHOUT STAMPING SET IN BEDROCK.  IT IS 82.3 M (270.0 FT) NORTH OF THE
 AI5825'RAILROAD TRACKS AND 73.2 M (240.2 FT) NORTH-NORTHEAST OF A RAILROAD
 AI5825'CROSSING SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0400 ***********************************************************************
 LP0400  CBN         -  This is a Cooperative Base Network Control Station.
 LP0400  DESIGNATION -  WEST
 LP0400  PID         -  LP0400
 LP0400  STATE/COUNTY-  UT/SALT LAKE
 LP0400  COUNTRY     -  US
 LP0400  USGS QUAD   -  COPPERTON (2017)
 LP0400
 LP0400                         *CURRENT SURVEY CONTROL
 LP0400  ______________________________________________________________________
 LP0400* NAD 83(2011) POSITION- 40 33 53.88681(N) 112 03 44.90349(W)   ADJUSTED
 LP0400* NAD 83(2011) ELLIP HT-  1569.749 (meters)        (06/27/12)   ADJUSTED
 LP0400* NAD 83(2011) EPOCH   -  2010.00
 LP0400* NAVD 88 ORTHO HEIGHT -  1587.0   (meters)     5207.    (feet) GPS OBS
 LP0400  ______________________________________________________________________
 LP0400  NAVD 88 orthometric height was determined with geoid model    GEOID09
 LP0400  GEOID HEIGHT    -        -17.229 (meters)                     GEOID09
 LP0400  GEOID HEIGHT    -        -17.225 (meters)                     GEOID18
 LP0400  NAD 83(2011) X  - -1,822,998.300 (meters)                     COMP
 LP0400  NAD 83(2011) Y  - -4,497,952.574 (meters)                     COMP
 LP0400  NAD 83(2011) Z  -  4,126,863.947 (meters)                     COMP
 LP0400  LAPLACE CORR    -         -4.49  (seconds)                    DEFLEC18
 LP0400
 LP0400  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LP0400  Standards:
 LP0400         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LP0400            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LP0400  -------------------------------------------------------------------
 LP0400  NETWORK    0.87   2.20           0.37   0.34   1.12     -0.16726581
 LP0400  -------------------------------------------------------------------
 LP0400  Click here for local accuracies and other accuracy information.
 LP0400
 LP0400.The horizontal coordinates were established by GPS observations
 LP0400.and adjusted by the National Geodetic Survey in June 2012.
 LP0400
 LP0400.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LP0400.been affixed to the stable North American tectonic plate. See 
 LP0400.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LP0400
 LP0400.The horizontal coordinates are valid at the epoch date displayed above
 LP0400.which is a decimal equivalence of Year/Month/Day.
 LP0400
 LP0400.The orthometric height was determined by GPS observations and a
 LP0400.high-resolution geoid model.
 LP0400
 LP0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0400.GEOID18 height accuracy estimate available here.
 LP0400
 LP0400.Click photographs - Photos may exist for this station.
 LP0400
 LP0400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LP0400
 LP0400.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0400
 LP0400.The ellipsoidal height was determined by GPS observations
 LP0400.and is referenced to NAD 83.
 LP0400
 LP0400. The following values were computed from the NAD 83(2011) position.
 LP0400
 LP0400;                    North         East     Units Scale Factor Converg.
 LP0400;SPC UT C     - 2,247,911.077   452,367.701   MT  0.99997995   -0 21 37.1
 LP0400;SPC UT C     - 7,375,021.59  1,484,143.03   sFT  0.99997995   -0 21 37.1
 LP0400;UTM  12      - 4,491,008.612   410,058.650   MT  0.99969957   -0 41 27.5
 LP0400
 LP0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0400!SPC UT C     -   0.99975382  x   0.99997995  =   0.99973377
 LP0400!UTM  12      -   0.99975382  x   0.99969957  =   0.99945346
 LP0400
 LP0400:                Primary Azimuth Mark                     Grid Az
 LP0400:SPC UT C     -  3S2W 0310                                004 56 52.0
 LP0400:UTM  12      -  3S2W 0310                                005 16 42.4
 LP0400
 LP0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1005891008(NAD 83)
 LP0400
 LP0400|---------------------------------------------------------------------|
 LP0400| PID    Reference Object                     Distance      Geod. Az  |
 LP0400|                                                           dddmmss.s |
 LP0400| LP0399 3S2W 0310                           APPROX. 2.0 KM 0043514.9 |
 LP0400| CM6747 WEST RM 1                            12.973 METERS 10443     |
 LP0400| CM6748 WEST RM 2                            15.971 METERS 28012     |
 LP0400|---------------------------------------------------------------------|
 LP0400
 LP0400                          SUPERSEDED SURVEY CONTROL
 LP0400
 LP0400  NAD 83(2007)-  40 33 53.88649(N)    112 03 44.90397(W) AD(2002.00) 0
 LP0400  ELLIP H (02/10/07) 1569.761  (m)                       GP(2002.00)    
 LP0400  NAD 83(1994)-  40 33 53.88596(N)    112 03 44.90329(W) AD(       ) A
 LP0400  ELLIP H (06/28/00) 1569.779  (m)                       GP(       ) 4 1
 LP0400  NAD 83(1994)-  40 33 53.88534(N)    112 03 44.90218(W) AD(       ) 1
 LP0400  NAD 83(1993)-  40 33 53.88498(N)    112 03 44.90088(W) AD(       ) 1
 LP0400  NAD 83(1986)-  40 33 53.87513(N)    112 03 44.89483(W) AD(       ) 1
 LP0400  NAD 27      -  40 33 54.06404(N)    112 03 42.11313(W) AD(       ) 1
 LP0400  NAVD 88 (06/28/00) 1587.0    (m)  GEOID99  model used  GPS OBS        
 LP0400  NGVD 29 (07/19/86) 1585.6    (m)         5202.     (f) VERT ANG       
 LP0400
 LP0400.Superseded values are not recommended for survey control.
 LP0400
 LP0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0400.See file dsdata.pdf to determine how the superseded data were derived.
 LP0400
 LP0400_MARKER: DH = HORIZONTAL CONTROL DISK
 LP0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0400_STAMPING: WEST 1973
 LP0400_MARK LOGO: NGS
 LP0400_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LP0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0400+STABILITY: SURFACE MOTION
 LP0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0400+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1999
 LP0400
 LP0400  HISTORY     - Date     Condition        Report By
 LP0400  HISTORY     - 1973     MONUMENTED       NGS
 LP0400  HISTORY     - 19990617 GOOD             SLCS
 LP0400
 LP0400                          STATION DESCRIPTION
 LP0400
 LP0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 LP0400'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF WEST JORDAN,
 LP0400'4 MILES NORTH-NORTHEAST OF HERRIMAN, 2 MILES EAST OF COPPERTON,
 LP0400'NEAR THE NW 1/4 SECTION 15, T3S, R2W, AND ON THE PROPERTY OF THE
 LP0400'KENNECOTT COPPER CORPORATION.
 LP0400'
 LP0400'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 48 AND
 LP0400'111, (9650 SOUTH AND 7155 WEST), ABOUT 7 MILES WEST OF WEST
 LP0400'JORDAN, GO SOUTH ON 7155 WEST FOR 0.7 MILE TO A CROSSROAD AND A
 LP0400'RAILROAD TRACK.  CONTINUE SOUTH ON 7155 WEST FOR 0.05 MILE TO
 LP0400'THE SOUTH END OF A GUARD RAIL.  TURN LEFT AND GO EAST ACROSS
 LP0400'COUNTRY FOR 0.05 MILE TO THE STATION.
 LP0400'
 LP0400'TO REACH 3S 2W 0310 (SL CO) FROM THE JUNCTION OF STATE HIGHWAYS
 LP0400'48 AND 111, GO NORTH ON STATE HIGHWAY 111 FOR 0.5 MILE TO THE
 LP0400'MARK ON THE LEFT.
 LP0400'
 LP0400'THE STATION MARKS ARE STANDARD DISKS STAMPED WEST 1973, SET IN
 LP0400'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 4
 LP0400'INCHES ABOVE THE GROUND SURFACE, WITH THE UNDERGROUND DISK SET
 LP0400'IN AN IRREGULAR MASS OF CONCRETE ABOUT 40 INCHES BELOW THE
 LP0400'GROUND SURFACE.  IT IS 219 FEET EAST OF THE CENTER OF 7155
 LP0400'WEST, 111 FEET NORTH OF A DIM TRACK ROAD, AND 5.5 FEET EAST
 LP0400'OF A METAL WITNESS POST.
 LP0400'
 LP0400'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WEST NO 1 1973,
 LP0400'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 LP0400'FLUSH WITH THE GROUND SURFACE AND ABOUT 3 FEET LOWER THAN
 LP0400'THE STATION.  IT IS 256 FEET EAST OF THE CENTER OF 7155 WEST,
 LP0400'130 FEET NORTH OF A DIM TRACK ROAD, AND 47 FEET EAST-SOUTHEAST
 LP0400'OF A METAL WITNESS POST.
 LP0400'
 LP0400'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WEST NO 2 1973, SET
 LP0400'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 LP0400'4 INCHES ABOVE THE GROUND SURFACE AND IS ABOUT 3 FEET LOWER
 LP0400'THAN THE STATION.  IT IS 146 FEET EAST OF THE CENTER OF 7155
 LP0400'WEST, 111 FEET NORTH OF A DIM TRACK ROAD, AND 48 FEET WEST
 LP0400'OF A METAL WITNESS POST.
 LP0400'
 LP0400'3S 2W 0310 (SL CO) ARE STANDARD SALT LAKE COUNTY DISKS STAMPED
 LP0400'3S 2W 0310 1974.  THE SURFACE DISK IS SET IN THE TOP OF A
 LP0400'6-INCH ROUND CONCRETE MONUMENT THAT IS 8 INCHES ABOVE THE
 LP0400'GROUND SURFACE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 LP0400'MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  IT
 LP0400'IS 66 FEET WEST OF THE CENTER OF STATE HIGHWAY 111 AND 21.5
 LP0400'FEET SOUTHEAST OF A POWER POLE.  THIS MARK WILL SERVE AS AN
 LP0400'AZIMUTH.
 LP0400'
 LP0400'HEIGHT OF LIGHT ABOVE STATION MARK 2.5 METERS.
 LP0400
 LP0400                          STATION RECOVERY (1999)
 LP0400
 LP0400'RECOVERY NOTE BY SALT LAKE COUNTY SURVEYOR 1999 (CB)
 LP0400'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0413 ***********************************************************************
 LP0413  DESIGNATION -  WEST
 LP0413  PID         -  LP0413
 LP0413  STATE/COUNTY-  UT/SALT LAKE
 LP0413  COUNTRY     -  US
 LP0413  USGS QUAD   -  BINGHAM CANYON (2017)
 LP0413
 LP0413                         *CURRENT SURVEY CONTROL
 LP0413  ______________________________________________________________________
 LP0413* NAD 83(1994) POSITION- 40 30 00.42468(N) 112 10 33.22359(W)   ADJUSTED
 LP0413* NAVD 88 ORTHO HEIGHT -  2765.2   (meters)     9072.    (feet) VERTCON3
 LP0413  ______________________________________________________________________
 LP0413  GEOID HEIGHT    -        -16.865 (meters)                     GEOID18
 LP0413  LAPLACE CORR    -          0.92  (seconds)                    DEFLEC18
 LP0413  HORZ ORDER      -  THIRD
 LP0413
 LP0413.The horizontal coordinates were established by classical geodetic methods
 LP0413.and adjusted by the National Geodetic Survey in November 1997.
 LP0413
 LP0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0413
 LP0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0413.GEOID18 height accuracy estimate available here.
 LP0413
 LP0413.Click photographs - Photos may exist for this station.
 LP0413
 LP0413.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0413
 LP0413. The following values were computed from the NAD 83(1994) position.
 LP0413
 LP0413;                    North         East     Units Scale Factor Converg.
 LP0413;SPC UT C     - 2,240,776.643   442,708.440   MT  0.99996616   -0 25 58.7
 LP0413;SPC UT C     - 7,351,614.70  1,452,452.61   sFT  0.99996616   -0 25 58.7
 LP0413;UTM  12      - 4,483,931.912   400,360.909   MT  0.99972220   -0 45 49.5
 LP0413
 LP0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0413!SPC UT C     -   0.99956906  x   0.99996616  =   0.99953524
 LP0413!UTM  12      -   0.99956906  x   0.99972220  =   0.99929138
 LP0413
 LP0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK0036083931(NAD 83)
 LP0413
 LP0413                          SUPERSEDED SURVEY CONTROL
 LP0413
 LP0413  NAD 83(1993)-  40 30 00.42375(N)    112 10 33.22197(W) AD(       ) 3
 LP0413  NAD 83(1986)-  40 30 00.41475(N)    112 10 33.21745(W) AD(       ) 3
 LP0413  NGVD 29 (07/19/86) 2763.9    (m)         9068.     (f) VERT ANG       
 LP0413
 LP0413.Superseded values are not recommended for survey control.
 LP0413
 LP0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0413.See file dsdata.pdf to determine how the superseded data were derived.
 LP0413
 LP0413
 LP0413  HISTORY     - Date     Condition        Report By
 LP0413  HISTORY     - UNK      MONUMENTED       USGS
 LP0413  HISTORY     - 1950     GOOD             USGS
 LP0413
 LP0413                          STATION DESCRIPTION
 LP0413
 LP0413'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LP0413'LOCATED 8 MI. W. OF HERRIMAN AND 3.5 MI. SW. AT BINGHAM ON HIGH, BARE
 LP0413'MOUNTAIN CALLED WEST MTN.  LOCATED AT SW. CORNER OF PRESENT MINING
 LP0413'ACTIVITIES.
 LP0413'
 LP0413'BM 9065 - OLD USGS TABLET STAMPED ---9065--- IS
 LP0413'ABOUT 0.5 FT. S. OF MINING MONUMENT.  NO DESCRIPTION AVAILABLE.
 LP0413'VERTICALS READ AT BASE OF CAIRN ARE AT APPROXIMATELY LEVEL OF BENCH
 LP0413'MARK.  THIS PROBABLY IS AN OLD V.A. B.M.
 LP0413'
 LP0413'STATION MARK--A 1-1/4 IN. IRON PIPE SET IN CONCRETE.
 LP0413'
 LP0413'REFERENCE MARKS--NONE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0697 ***********************************************************************
 MS0697  DESIGNATION -  WEST
 MS0697  PID         -  MS0697
 MS0697  STATE/COUNTY-  UT/BOX ELDER
 MS0697  COUNTRY     -  US
 MS0697  USGS QUAD   -  LIMEKILN KNOLL (2017)
 MS0697
 MS0697                         *CURRENT SURVEY CONTROL
 MS0697  ______________________________________________________________________
 MS0697* NAD 83(1994) POSITION- 41 55 45.02261(N) 112 19 31.44675(W)   ADJUSTED
 MS0697* NAVD 88 ORTHO HEIGHT -  2194.6   (meters)     7200.    (feet) VERTCON3
 MS0697  ______________________________________________________________________
 MS0697  GEOID HEIGHT    -        -14.650 (meters)                     GEOID18
 MS0697  LAPLACE CORR    -          1.43  (seconds)                    DEFLEC18
 MS0697  HORZ ORDER      -  SECOND
 MS0697
 MS0697.The horizontal coordinates were established by classical geodetic methods
 MS0697.and adjusted by the National Geodetic Survey in November 1997.
 MS0697
 MS0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0697
 MS0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0697.GEOID18 height accuracy estimate available here.
 MS0697
 MS0697.Click photographs - Photos may exist for this station.
 MS0697
 MS0697.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0697
 MS0697. The following values were computed from the NAD 83(1994) position.
 MS0697
 MS0697;                    North         East     Units Scale Factor Converg.
 MS0697;SPC UT N     - 1,177,551.873   431,538.231   MT  1.00002693   -0 32 39.2
 MS0697;SPC UT N     - 3,863,351.44  1,415,805.01   sFT  1.00002693   -0 32 39.2
 MS0697;UTM  12      - 4,642,761.814   390,110.663   MT  0.99974859   -0 53 08.7
 MS0697
 MS0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0697!SPC UT N     -   0.99965820  x   1.00002693  =   0.99968512
 MS0697!UTM  12      -   0.99965820  x   0.99974859  =   0.99940688
 MS0697
 MS0697:                Primary Azimuth Mark                     Grid Az
 MS0697:SPC UT N     -  LYNX                                     294 44 30.7
 MS0697:UTM  12      -  LYNX                                     295 05 00.2
 MS0697
 MS0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9011042761(NAD 83)
 MS0697
 MS0697|---------------------------------------------------------------------|
 MS0697| PID    Reference Object                     Distance      Geod. Az  |
 MS0697|                                                           dddmmss.s |
 MS0697| CM6761 WEST RM 2                             7.140 METERS 13932     |
 MS0697| CM6760 WEST RM 1                            14.860 METERS 23701     |
 MS0697| NU1600 LYNX                                APPROX.25.0 KM 2941151.5 |
 MS0697|---------------------------------------------------------------------|
 MS0697
 MS0697                          SUPERSEDED SURVEY CONTROL
 MS0697
 MS0697  NAD 83(1993)-  41 55 45.01945(N)    112 19 31.43668(W) AD(       ) 2
 MS0697  NAD 83(1986)-  41 55 45.01556(N)    112 19 31.43376(W) AD(       ) 2
 MS0697  NAD 27      -  41 55 45.29167(N)    112 19 28.56787(W) AD(       ) 2
 MS0697  NGVD 29 (07/19/86) 2193.5    (m)         7197.     (f) VERT ANG       
 MS0697
 MS0697.Superseded values are not recommended for survey control.
 MS0697
 MS0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0697.See file dsdata.pdf to determine how the superseded data were derived.
 MS0697
 MS0697_MARKER: DD = SURVEY DISK
 MS0697_SETTING: 66 = SET IN ROCK OUTCROP
 MS0697
 MS0697  HISTORY     - Date     Condition        Report By
 MS0697  HISTORY     - 1968     MONUMENTED       USGS
 MS0697
 MS0697                          STATION DESCRIPTION
 MS0697
 MS0697'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JAB)
 MS0697'LOCATED ABOUT 8.0 MI. W. OF AND ABOUT 15.0 MI. N. OF TREMONTON
 MS0697'ON A HIGH CLEAR TOP.
 MS0697'TO REACH FROM THE RD. FORK ON THE W. SIDE OF WASHAKIE, DRIVE
 MS0697'W. FOR 0.5 MI. TO AN OFFSET CROSSROAD, CONTINUE W. FOR 1.5 MI.
 MS0697'TO A RD. FORK.  TAKE RIGHT FORK FOR 3.7 MI. TO TOP OF RIDGE.
 MS0697'TURN RIGHT AND DRIVE 0.2 MI. WHERE RD. SWINGS TO THE LEFT.  LEAVE
 MS0697'RD. AND DRIVE UPHILL TO TOP OF RIDGE, THEN DRIVE S. ALONG RIDGE
 MS0697'FOR 0.1 MI. HIGHEST POINT AND STATION.  A 4-WHEEL DRIVE VEHICLE
 MS0697'REQUIRED.  ABOUT 1 HOUR DRIVE FROM TREMONTON.
 MS0697'
 MS0697'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED WEST 1968
 MS0697'CEMENTED INTO A DRILL HOLE IN A ROCK OUTCROP.
 MS0697'
 MS0697'REFERENCE MARK NO. 1--A STANDARD USGS BRASS TABLET STAMPED WEST
 MS0697'NO 1 1968 CEMENTED INTO A DRILL HOLE AND ABOUT 3 FT. BELOW THE
 MS0697'STATION.
 MS0697'
 MS0697'REFERENCE MARK NO. 2--A STANDARD USGS BRASS TABLET STAMPED
 MS0697'WEST NO 2 1968 CEMENTED INTO A DRILL HOLE IN A ROCK OUTCROP AND
 MS0697'ABOUT 8 FT. BELOW THE STATION MARK.
 MS0697'
 MS0697'AZIMUTH MARK--CENTERLINE OF TOWER AT A MICROWAVE STATION ABOUT
 MS0697'1 MI. S. OF GUNSIGHT PEAK AND ABOUT 12 MI. FROM STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0351 ***********************************************************************
 KM0351  DESIGNATION -  WEST
 KM0351  PID         -  KM0351
 KM0351  STATE/COUNTY-  UT/GRAND
 KM0351  COUNTRY     -  US
 KM0351  USGS QUAD   -  WESTWATER (2017)
 KM0351
 KM0351                         *CURRENT SURVEY CONTROL
 KM0351  ______________________________________________________________________
 KM0351* NAD 83(1994) POSITION- 39 06 04.65594(N) 109 06 59.57652(W)   ADJUSTED
 KM0351* NAVD 88 ORTHO HEIGHT -  1515.9   (meters)     4973.    (feet) VERTCON3
 KM0351  ______________________________________________________________________
 KM0351  GEOID HEIGHT    -        -18.217 (meters)                     GEOID18
 KM0351  LAPLACE CORR    -          6.14  (seconds)                    DEFLEC18
 KM0351  HORZ ORDER      -  THIRD
 KM0351
 KM0351.The horizontal coordinates were established by classical geodetic methods
 KM0351.and adjusted by the National Geodetic Survey in November 1997.
 KM0351
 KM0351.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0351
 KM0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0351.GEOID18 height accuracy estimate available here.
 KM0351
 KM0351.Click photographs - Photos may exist for this station.
 KM0351
 KM0351.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0351
 KM0351. The following values were computed from the NAD 83(1994) position.
 KM0351
 KM0351;                    North         East     Units Scale Factor Converg.
 KM0351;SPC UT C     - 2,088,006.186   706,146.591   MT  0.99998019   +1 31 36.4
 KM0351;SPC UT C     - 6,850,400.30  2,316,749.27   sFT  0.99998019   +1 31 36.4
 KM0351;UTM  12      - 4,329,705.935   662,864.592   MT  0.99992661   +1 11 17.3
 KM0351
 KM0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0351!SPC UT C     -   0.99976507  x   0.99998019  =   0.99974527
 KM0351!UTM  12      -   0.99976507  x   0.99992661  =   0.99969170
 KM0351
 KM0351:                Primary Azimuth Mark                     Grid Az
 KM0351:SPC UT C     -  STUBB                                    157 27 11.2
 KM0351:UTM  12      -  STUBB                                    157 47 30.3
 KM0351
 KM0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ6286429705(NAD 83)
 KM0351
 KM0351|---------------------------------------------------------------------|
 KM0351| PID    Reference Object                     Distance      Geod. Az  |
 KM0351|                                                           dddmmss.s |
 KM0351| KM0350 STUBB                               APPROX. 9.3 KM 1585847.6 |
 KM0351|---------------------------------------------------------------------|
 KM0351
 KM0351                          SUPERSEDED SURVEY CONTROL
 KM0351
 KM0351  NAD 83(1992)-  39 06 04.63407(N)    109 06 59.57084(W) AD(       ) 3
 KM0351  NAD 83(1986)-  39 06 04.63358(N)    109 06 59.57193(W) AD(       ) 3
 KM0351  NAD 27      -  39 06 04.72401(N)    109 06 57.16887(W) AD(       ) 3
 KM0351  NGVD 29 (07/19/86) 1514.9    (m)         4970.     (f) VERT ANG       
 KM0351
 KM0351.Superseded values are not recommended for survey control.
 KM0351
 KM0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0351.See file dsdata.pdf to determine how the superseded data were derived.
 KM0351
 KM0351_MARKER: DD = SURVEY DISK
 KM0351_SETTING: 66 = SET IN ROCK OUTCROP
 KM0351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0351+STABILITY: POSITION/ELEVATION WELL
 KM0351
 KM0351  HISTORY     - Date     Condition        Report By
 KM0351  HISTORY     - 1954     MONUMENTED       USGS
 KM0351
 KM0351                          STATION DESCRIPTION
 KM0351
 KM0351'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KM0351'LOCATED ABOUT 15 MI. NE. OF CISCO, 1.5 MI. N. OF WESTWATER SIDING OF
 KM0351'THE DENVER AND RIO GRANDE RAILROAD, ON THE EXTREME EDGE OF THE CLIFF
 KM0351'ON THE W. SIDE OF WESTWATER WASH, ON A SMALL ROCK TOP AT THE HEAD OF
 KM0351'A DRAW RUNNING W. TO COTTONWOOD CREEK.
 KM0351'
 KM0351'STATION REACHED BY HELICOPTER.  (IT APPEARS THAT STATION CAN BE MOST
 KM0351'EASILY REACHED ON FOOT FROM THE W., STARTING FROM THE RD. IN
 KM0351'COTTONWOOD CREEK CANYON, ABOUT 1.5 MI. W. OF STATION.)
 KM0351'
 KM0351'STATION MARK--ALUMINUM TABLET STAMPED ---WEST 1954--- SET IN
 KM0351'BEDROCK.
 KM0351'
 KM0351'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 KM0351'1 1954--- SET IN BEDROCK, 21.03 FT. FROM STATION MARK,
 KM0351'S 71 DEG 01 MIN W.
 KM0351'
 KM0351'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 KM0351'2 1954--- SET IN BEDROCK AT CLIFF EDGE, 23.90 FT. FROM STATION MARK,
 KM0351'N 08 DEG 23 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0504 ***********************************************************************
 JO0504  DESIGNATION -  WEST BEAVER MONUMENT
 JO0504  PID         -  JO0504
 JO0504  STATE/COUNTY-  UT/BEAVER
 JO0504  COUNTRY     -  US
 JO0504  USGS QUAD   -  MOUNT BELKNAP (2017)
 JO0504
 JO0504                         *CURRENT SURVEY CONTROL
 JO0504  ______________________________________________________________________
 JO0504* NAD 83(1994) POSITION- 38 24 06.75837(N) 112 26 10.33056(W)   ADJUSTED
 JO0504* NAVD 88 ORTHO HEIGHT -  3685.    (meters)    12090.    (feet) SCALED
 JO0504  ______________________________________________________________________
 JO0504  GEOID HEIGHT    -        -19.069 (meters)                     GEOID18
 JO0504  LAPLACE CORR    -          5.19  (seconds)                    DEFLEC18
 JO0504  HORZ ORDER      -  THIRD
 JO0504
 JO0504.The horizontal coordinates were established by classical geodetic methods
 JO0504.and adjusted by the National Geodetic Survey in June 1998.
 JO0504
 JO0504.The orthometric height was scaled from a topographic map.
 JO0504
 JO0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0504.GEOID18 height accuracy estimate available here.
 JO0504
 JO0504.Click photographs - Photos may exist for this station.
 JO0504
 JO0504.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0504
 JO0504. The following values were computed from the NAD 83(1994) position.
 JO0504
 JO0504;                    North         East     Units Scale Factor Converg.
 JO0504;SPC UT S     - 3,192,996.143   418,222.357   MT  1.00000935   -0 34 25.0
 JO0504;SPC UT S     -10,475,688.18  1,372,117.85   sFT  1.00000935   -0 34 25.0
 JO0504;UTM  12      - 4,251,382.118   374,593.416   MT  0.99979368   -0 53 32.1
 JO0504
 JO0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0504!SPC UT S     -   0.99942517  x   1.00000935  =   0.99943451
 JO0504!UTM  12      -   0.99942517  x   0.99979368  =   0.99921897
 JO0504
 JO0504:                Primary Azimuth Mark                     Grid Az
 JO0504:SPC UT S     -  TUSHAR                                   047 33 01.0
 JO0504:UTM  12      -  TUSHAR                                   047 52 08.1
 JO0504
 JO0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH7459351382(NAD 83)
 JO0504
 JO0504|---------------------------------------------------------------------|
 JO0504| PID    Reference Object                     Distance      Geod. Az  |
 JO0504|                                                           dddmmss.s |
 JO0504| JO0506 TUSHAR                              APPROX. 2.8 KM 0465836.0 |
 JO0504| JO0505 BEAVER                              185.530 METERS 09358     |
 JO0504| JO0521 MILFORD NEEDLE                      APPROX.33.2 KM 2664501.2 |
 JO0504|---------------------------------------------------------------------|
 JO0504
 JO0504                          SUPERSEDED SURVEY CONTROL
 JO0504
 JO0504  NAD 83(1986)-  38 24 06.75297(N)    112 26 10.32814(W) AD(       ) 3
 JO0504  NAD 27      -  38 24 06.85900(N)    112 26 07.56300(W) AD(       ) 3
 JO0504  USCA        -  38 24 01.48000(N)    112 26 13.28000(W) AD(       ) 3
 JO0504  USSD        -  38 24 07.62100(N)    112 26 08.35900(W) AD(       ) 3
 JO0504
 JO0504.Superseded values are not recommended for survey control.
 JO0504
 JO0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0504.See file dsdata.pdf to determine how the superseded data were derived.
 JO0504
 JO0504_MARKER: 70 = MONUMENT
 JO0504
 JO0504  HISTORY     - Date     Condition        Report By
 JO0504  HISTORY     - 1885     FIRST OBSERVED   CGS
 JO0504
 JO0504                          STATION DESCRIPTION
 JO0504
 JO0504'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DF4640 ***********************************************************************
 DF4640  DESIGNATION -  WEST JORDAN BASE STATION
 DF4640  PID         -  DF4640
 DF4640  STATE/COUNTY-  UT/SALT LAKE
 DF4640  COUNTRY     -  US
 DF4640  USGS QUAD   -  MIDVALE (2017)
 DF4640
 DF4640                         *CURRENT SURVEY CONTROL
 DF4640  ______________________________________________________________________
 DF4640* NAD 83(2011) POSITION- 40 36 19.16439(N) 111 59 15.17445(W)   ADJUSTED
 DF4640* NAD 83(2011) ELLIP HT-  1391.445 (meters)        (06/27/12)   ADJUSTED
 DF4640* NAD 83(2011) EPOCH   -  2010.00
 DF4640* NAVD 88 ORTHO HEIGHT -  1408.8   (meters)     4622.    (feet) GPS OBS
 DF4640  ______________________________________________________________________
 DF4640  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF4640  GEOID HEIGHT    -        -17.209 (meters)                     GEOID99
 DF4640  GEOID HEIGHT    -        -17.269 (meters)                     GEOID18
 DF4640  NAD 83(2011) X  - -1,815,972.354 (meters)                     COMP
 DF4640  NAD 83(2011) Y  - -4,497,503.096 (meters)                     COMP
 DF4640  NAD 83(2011) Z  -  4,130,151.975 (meters)                     COMP
 DF4640  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 DF4640
 DF4640  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF4640  Standards:
 DF4640         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF4640            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF4640  -------------------------------------------------------------------
 DF4640  NETWORK    0.78   1.23           0.37   0.24   0.63      0.06981074
 DF4640  -------------------------------------------------------------------
 DF4640  Click here for local accuracies and other accuracy information.
 DF4640
 DF4640.The horizontal coordinates were established by GPS observations
 DF4640.and adjusted by the National Geodetic Survey in June 2012.
 DF4640
 DF4640.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF4640.been affixed to the stable North American tectonic plate. See 
 DF4640.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF4640
 DF4640.The horizontal coordinates are valid at the epoch date displayed above
 DF4640.which is a decimal equivalence of Year/Month/Day.
 DF4640
 DF4640.The orthometric height was determined by GPS observations and a
 DF4640.high-resolution geoid model.
 DF4640
 DF4640.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4640.GEOID18 height accuracy estimate available here.
 DF4640
 DF4640.Click photographs - Photos may exist for this station.
 DF4640
 DF4640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4640
 DF4640.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF4640
 DF4640.The ellipsoidal height was determined by GPS observations
 DF4640.and is referenced to NAD 83.
 DF4640
 DF4640. The following values were computed from the NAD 83(2011) position.
 DF4640
 DF4640;                    North         East     Units Scale Factor Converg.
 DF4640;SPC UT C     - 2,252,354.942   458,736.962   MT  0.99998919   -0 18 44.3
 DF4640;SPC UT C     - 7,389,601.17  1,505,039.52   sFT  0.99998919   -0 18 44.3
 DF4640;UTM  12      - 4,495,414.369   416,451.578   MT  0.99968592   -0 38 34.0
 DF4640
 DF4640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4640!SPC UT C     -   0.99978178  x   0.99998919  =   0.99977097
 DF4640!UTM  12      -   0.99978178  x   0.99968592  =   0.99946776
 DF4640
 DF4640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1645195414(NAD 83)
 DF4640
 DF4640                          SUPERSEDED SURVEY CONTROL
 DF4640
 DF4640  NAD 83(2007)-  40 36 19.16408(N)    111 59 15.17501(W) AD(2002.00) 0
 DF4640  ELLIP H (02/10/07) 1391.465  (m)                       GP(2002.00)    
 DF4640  NAD 83(1994)-  40 36 19.16383(N)    111 59 15.17459(W) AD(       ) 1
 DF4640  ELLIP H (03/31/03) 1391.469  (m)                       GP(       ) 4 2
 DF4640
 DF4640.Superseded values are not recommended for survey control.
 DF4640
 DF4640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4640.See file dsdata.pdf to determine how the superseded data were derived.
 DF4640
 DF4640_MARKER: Z = SEE DESCRIPTION
 DF4640_SETTING: 0 = UNSPECIFIED SETTING
 DF4640_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF4640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF4640+STABILITY: POSITION/ELEVATION WELL
 DF4640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4640+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 DF4640
 DF4640  HISTORY     - Date     Condition        Report By
 DF4640  HISTORY     - UNK      MONUMENTED       SLCS
 DF4640  HISTORY     - 20020827 GOOD             SLCS
 DF4640
 DF4640                          STATION DESCRIPTION
 DF4640
 DF4640'DESCRIBED BY SALT LAKE COUNTY SURVEYOR 2002
 DF4640'A CONTINUOUSLY OPERATING REFERENCE STATION AT THE WEST JORDAN CITY
 DF4640'PUBLIC WORKS BUILDING.
 DF4640'
 DF4640'TO REACH FROM THE INTERSECTION OF 7200 SOUTH AND THE I-15 INTERSTATE
 DF4640'FREEWAY, GO WEST ON 7200 SOUTH 1.4 MILES (TURNS INTO 7000 SOUTH), THEN
 DF4640'CONTINUE ON 7000 SOUTH 2.6 MILES (ACROSS BANGERTER HIGHWAY), THEN
 DF4640'CONTINUE 1.2 MILES ALONG NORTHSIDE OF JORDAN LANDING SHOPPING MALL
 DF4640'(TURNS INTO 4000 WEST), THEN CONTINUE SOUTH ON 4000 WEST 0.3 MILES TO
 DF4640'THE WEST JORDAN VALLEY MAINTENANCE COMPLEX AT 8030 SOUTH 4000 WEST.
 DF4640'
 DF4640'POINT IS LOCATED ON THE ROOF.
 DF4640'
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0790 ***********************************************************************
 LO0790  DESIGNATION -  WEST MOUNTAIN
 LO0790  PID         -  LO0790
 LO0790  STATE/COUNTY-  UT/UTAH
 LO0790  COUNTRY     -  US
 LO0790  USGS QUAD   -  WEST MOUNTAIN (2017)
 LO0790
 LO0790                         *CURRENT SURVEY CONTROL
 LO0790  ______________________________________________________________________
 LO0790* NAD 83(1994) POSITION- 40 03 19.34431(N) 111 49 46.32527(W)   ADJUSTED
 LO0790* NAVD 88 ORTHO HEIGHT -  2106.6   (meters)     6911.    (feet) VERTCON3
 LO0790  ______________________________________________________________________
 LO0790  GEOID HEIGHT    -        -17.510 (meters)                     GEOID18
 LO0790  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 LO0790  HORZ ORDER      -  FIRST
 LO0790
 LO0790.The horizontal coordinates were established by classical geodetic methods
 LO0790.and adjusted by the National Geodetic Survey in November 1997.
 LO0790
 LO0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0790
 LO0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0790.GEOID18 height accuracy estimate available here.
 LO0790
 LO0790.Click photographs - Photos may exist for this station.
 LO0790
 LO0790.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0790
 LO0790. The following values were computed from the NAD 83(1994) position.
 LO0790
 LO0790;                    North         East     Units Scale Factor Converg.
 LO0790;SPC UT C     - 2,191,230.944   471,885.197   MT  0.99990620   -0 12 39.9
 LO0790;SPC UT C     - 7,189,063.52  1,548,176.68   sFT  0.99990620   -0 12 39.9
 LO0790;UTM  12      - 4,434,232.769   429,247.958   MT  0.99966162   -0 32 01.9
 LO0790
 LO0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0790!SPC UT C     -   0.99967238  x   0.99990620  =   0.99957861
 LO0790!UTM  12      -   0.99967238  x   0.99966162  =   0.99933411
 LO0790
 LO0790:                Primary Azimuth Mark                     Grid Az
 LO0790:SPC UT C     -  SPRING                                   044 42 16.2
 LO0790:UTM  12      -  SPRING                                   045 01 38.2
 LO0790
 LO0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2924734232(NAD 83)
 LO0790
 LO0790|---------------------------------------------------------------------|
 LO0790| PID    Reference Object                     Distance      Geod. Az  |
 LO0790|                                                           dddmmss.s |
 LO0790| LO0789 M 27                                  4.599 METERS 02745     |
 LO0790| LO0785 SPRING                              APPROX.16.1 KM 0442936.3 |
 LO0790| LO0783 SPANISH FORK U I SUG FACT STK       APPROX.13.9 KM 0665150.3 |
 LO0790| CM6749 WEST MOUNTAIN AZ MK                                0892307.1 |
 LO0790| CM6750 WEST MOUNTAIN RM 1                   15.252 METERS 12915     |
 LO0790| CM6751 WEST MOUNTAIN RM 2                    8.048 METERS 22004     |
 LO0790|---------------------------------------------------------------------|
 LO0790
 LO0790                          SUPERSEDED SURVEY CONTROL
 LO0790
 LO0790  NAD 83(1993)-  40 03 19.34413(N)    111 49 46.32566(W) AD(       ) 1
 LO0790  NAD 83(1986)-  40 03 19.33182(N)    111 49 46.32093(W) AD(       ) 1
 LO0790  NAD 27      -  40 03 19.49080(N)    111 49 43.54810(W) AD(       ) 1
 LO0790  NGVD 29 (07/19/86) 2105.5    (m)         6908.     (f) VERT ANG       
 LO0790
 LO0790.Superseded values are not recommended for survey control.
 LO0790
 LO0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0790.See file dsdata.pdf to determine how the superseded data were derived.
 LO0790
 LO0790_MARKER: DS = TRIANGULATION STATION DISK
 LO0790_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0790_STAMPING: WEST MTN 1947
 LO0790_MARK LOGO: CGS
 LO0790_PROJECTION: PROJECTING 15 CENTIMETERS
 LO0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0790
 LO0790  HISTORY     - Date     Condition        Report By
 LO0790  HISTORY     - 1947     MONUMENTED       CGS
 LO0790  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LO0790
 LO0790                          STATION DESCRIPTION
 LO0790
 LO0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LO0790'THE STATION IS LOCATED ON A PROMINENT PEAK, WHICH IS AT THE
 LO0790'SOUTHERN END AND HIGHEST POINT OF A HIGH RANGE OF MOUNTAINS
 LO0790'TO THE WEST OF PAYSON, AT THE SOUTHERN END OF UTAH LAKE.
 LO0790'THE PEAK IS PROMINENT IN ALL DIRECTIONS AND IS LOCALLY KNOWN
 LO0790'AS WEST MOUNTAIN.  THE STATION, A BRONZE DISK SET IN TOP OF
 LO0790'A 4 INCH IRON PIPE IS ON THE HIGHEST POINT, 40 FEET WEST OF
 LO0790'THE EAST BRIM, PROJECTS 6 INCHES AND IS STAMPED WEST MTN 1947.
 LO0790'
 LO0790'REFERENCE MARK NO. 1 IS APPROXIMATELY 10 FEET LOWER THAN THE
 LO0790'STATION, 15 FEET SOUTH OF A 6 INCH JUNIPER TREE, ON THE EAST
 LO0790'BRIM, PROJECTS 10 INCHES AND IS STAMPED WEST MTN NO 1 1947.
 LO0790'
 LO0790'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 LO0790'STATION, 4 FEET SOUTH OF A ROCK OUTCROP, FLUSH AND IS STAMPED
 LO0790'WEST MTN NO 2 1947.
 LO0790'
 LO0790'THE U.S. BUREAU OF RECLAMATION SURVEY MARK IS APPROXIMATELY
 LO0790'THE SAME ELEVATION AS THE STATION, IT IS AN 8 X 8 INCH CONCRETE
 LO0790'POST WITH A SMALL IRON PIPE MARKING THE CENTER WITH LETTERS
 LO0790'INSCRIBED IN CONCRETE U S R S MA 27, 1912 NO-.
 LO0790'
 LO0790'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD TO STATION, 2.5
 LO0790'MILES WEST OF THE FIRST CROSSROAD MENTIONED IN DESCRIPTION AFTER
 LO0790'LEAVING PAYSON, JUST AFTER PASSING A SLIGHT JOG IN ROAD, 27
 LO0790'FEET NORTH OF AND APPROXIMATELY THE SAME ELEVATION AS THE
 LO0790'CENTER LINE OF ROAD, 4 FEET NORTH OF A WIRE FENCE, SET IN TOP
 LO0790'OF A IRRIGATION DITCH HEADWALL WHICH PROJECTS 18 INCHES AND
 LO0790'IS STAMPED WEST MTN 1947.
 LO0790'
 LO0790'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 91 AND MAIN
 LO0790'STREET IN PAYSON AT THE STOP LIGHT.  GO NORTH ON PAVED ROAD
 LO0790'FOR 0.8 MILE TO A CROSSROAD.  TURN LEFT (WEST) AND GO 3.5
 LO0790'MILES FOLLOWING THE MAIN TRAVELED ROAD TO A CROSSROAD AND
 LO0790'THE MAIN TRAVELED ROAD TURNS SOUTH.  CONTINUE STRAIGHT AHEAD
 LO0790'(W) UP A LANE FOR 0.4 MILE TO A BRIDGE OVER IRRIGATION DITCH.
 LO0790'CROSS IRRIGATION DITCH AND FOLLOW A TRACK ROAD SOUTHWEST FOR
 LO0790'0.7 MILE TO THE END OF ROAD AT OLD SHEEP CORRAL IN GROVE OF CEDARS
 LO0790'AND END OF TRUCK TRAVEL.  THENCE PACK TO THE RIGHT (W) FOLLOWING
 LO0790'THE RIDGE TO THE SUMMIT AND STATION SITE AS DESCRIBED ABOVE.  A 1
 LO0790'AND 1/2 HOUR PACK.
 LO0790
 LO0790                          STATION RECOVERY (1963)
 LO0790
 LO0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 LO0790'THE STATION MARK AND THE AZIMUTH MARK WERE FOUND DESTROYED.
 LO0790'REFERENCE MARKS 1 AND 2 WERE RECOVERED.  WEST MTN 2 WAS ESTABLISHED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0791 ***********************************************************************
 LO0791  DESIGNATION -  WEST MTN 2
 LO0791  PID         -  LO0791
 LO0791  STATE/COUNTY-  UT/UTAH
 LO0791  COUNTRY     -  US
 LO0791  USGS QUAD   -  WEST MOUNTAIN (2017)
 LO0791
 LO0791                         *CURRENT SURVEY CONTROL
 LO0791  ______________________________________________________________________
 LO0791* NAD 83(1994) POSITION- 40 03 19.34599(N) 111 49 46.32911(W)   ADJUSTED
 LO0791* NAVD 88 ORTHO HEIGHT -  2105.    (meters)     6906.    (feet) SCALED
 LO0791  ______________________________________________________________________
 LO0791  GEOID HEIGHT    -        -17.510 (meters)                     GEOID18
 LO0791  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 LO0791  HORZ ORDER      -  FIRST
 LO0791
 LO0791.The horizontal coordinates were established by classical geodetic methods
 LO0791.and adjusted by the National Geodetic Survey in November 1997.
 LO0791
 LO0791.The orthometric height was scaled from a topographic map.
 LO0791
 LO0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0791.GEOID18 height accuracy estimate available here.
 LO0791
 LO0791.Click photographs - Photos may exist for this station.
 LO0791
 LO0791.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0791
 LO0791. The following values were computed from the NAD 83(1994) position.
 LO0791
 LO0791;                    North         East     Units Scale Factor Converg.
 LO0791;SPC UT C     - 2,191,230.996   471,885.106   MT  0.99990620   -0 12 39.9
 LO0791;SPC UT C     - 7,189,063.69  1,548,176.39   sFT  0.99990620   -0 12 39.9
 LO0791;UTM  12      - 4,434,232.822   429,247.868   MT  0.99966162   -0 32 01.9
 LO0791
 LO0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0791!SPC UT C     -   0.99967262  x   0.99990620  =   0.99957885
 LO0791!UTM  12      -   0.99967262  x   0.99966162  =   0.99933435
 LO0791
 LO0791:                Primary Azimuth Mark                     Grid Az
 LO0791:SPC UT C     -  WEST MTN ATT MICROWAVE MAST              009 17 58.0
 LO0791:UTM  12      -  WEST MTN ATT MICROWAVE MAST              009 37 20.0
 LO0791
 LO0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2924734232(NAD 83)
 LO0791
 LO0791|---------------------------------------------------------------------|
 LO0791| PID    Reference Object                     Distance      Geod. Az  |
 LO0791|                                                           dddmmss.s |
 LO0791| LO0792 WEST MTN ATT MICROWAVE MAST         APPROX. 3.8 KM 0090518.1 |
 LO0791| CM6752 WEST MTN 2 AZ MK                                   0091102.3 |
 LO0791| LO0786 AIRPORT BCN PROVO MUN APT           APPROX.20.5 KM 0272444.7 |
 LO0791| LO0776 SALEM MTN MTN ST TT MICROWAVE       APPROX.18.8 KM 1022216.5 |
 LO0791| CM6750 WEST MOUNTAIN RM 1                   15.573 METERS 12920     |
 LO0791| CM6751 WEST MOUNTAIN RM 2                    8.094 METERS 21944     |
 LO0791|---------------------------------------------------------------------|
 LO0791
 LO0791                          SUPERSEDED SURVEY CONTROL
 LO0791
 LO0791  NAD 83(1993)-  40 03 19.34581(N)    111 49 46.32925(W) AD(       ) 1
 LO0791  NAD 83(1986)-  40 03 19.33457(N)    111 49 46.32709(W) AD(       ) 1
 LO0791  NAD 27      -  40 03 19.49300(N)    111 49 43.54830(W) AD(       ) 1
 LO0791
 LO0791.Superseded values are not recommended for survey control.
 LO0791
 LO0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0791.See file dsdata.pdf to determine how the superseded data were derived.
 LO0791
 LO0791_MARKER: P = PIPE CAP
 LO0791_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LO0791_STAMPING: WEST MTN 2 1963
 LO0791_MARK LOGO: CGS
 LO0791_PROJECTION: PROJECTING 30 CENTIMETERS
 LO0791_MAGNETIC: P = MARKER IS A STEEL PIPE
 LO0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0791
 LO0791  HISTORY     - Date     Condition        Report By
 LO0791  HISTORY     - 1963     MONUMENTED       CGS
 LO0791  HISTORY     - 1966     GOOD             USGS
 LO0791  HISTORY     - 20240515 GOOD             PEAKBG
 LO0791
 LO0791                          STATION DESCRIPTION
 LO0791
 LO0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 LO0791'THE STATION IS ON A PROMINENT PEAK, WHICH IS AT THE SOUTHERN
 LO0791'END AND HIGHEST POINT OF A HIGH RANGE OF MOUNTAINS TO THE WEST
 LO0791'OF PAYSON, AT THE SOUTHERN END OF UTAH LAKE.
 LO0791'
 LO0791'TO REACH THE STATION FROM 400 NORTH STREET AND MAIN STREET
 LO0791'IN SPANISH FORK, GO WEST ON 400 NORTH STREET FOLLOWING STATE
 LO0791'HIGHWAY 147 FOR 0.75 MILE TO A RAILROAD CROSSING.  CONTINUE
 LO0791'AHEAD WEST FOR 3.2 MILES TO A CROSSROAD.  CONTINUE WEST ON
 LO0791'PAVED ROAD FOR 2.0 MILES TO WHERE THE ROAD CURVES TO THE RIGHT,
 LO0791'TURN RIGHT, NORTH, FOR 0.15 MILE TO A PAVED SIDE ROAD LEFT.
 LO0791'TURN LEFT AND GO WEST AND SOUTHWEST FOR 1.95 MILES TO WHERE
 LO0791'THE ROAD TURNS RIGHT.  TURN RIGHT, NORTHERLY FOR 1.4 MILES
 LO0791'TO A GRAVELED SIDE ROAD ON THE LEFT.  TURN SHARP LEFT,
 LO0791'SOUTHWEST FOR 0.55 MILE TO AN IRON GATE.  PASS THROUGH THE GATE
 LO0791'AND CONTINUE ON THE ROAD FOR 4.7 MILES TO A MICRO-WAVE
 LO0791'TOWER ON THE LEFT AND THE AZIMUTH MARK.  CONTINUE AHEAD
 LO0791'SOUTHERLY ON A VERY ROUGH TRACK ROAD FOR 1.1 MILES TO A
 LO0791'FORK.  TAKE THE RIGHT FORK FOR 0.25 MILE TO THE END OF
 LO0791'TRUCK TRAVEL.  FROM END OF TRUCK TRAVEL FOLLOW TRAIL
 LO0791'SOUTHERLY TO THE HIGHEST POINT AND THE STATION.  (1-1/4
 LO0791'HOUR PACK).
 LO0791'
 LO0791'THE STATION MARK IS A STANDARD DISK, STAMPED WEST MTN 2 1963,
 LO0791'BRAZED TO THE TOP OF A 2 INCH IRON PIPE PROJECTING 12 INCHES.
 LO0791'IT IS ABOUT 20 FEET SOUTHWEST AND ABOUT 2 FOOT LOWER THAN THE
 LO0791'HIGHEST POINT OF THE HILL.
 LO0791'
 LO0791'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WEST MTN NO 1
 LO0791'1947, CEMENTED IN A DRILL HOLE IN A 1 BY 3 FOOT ROCK OUTCROP
 LO0791'PROJECTING 1 FOOT.  IT IS ON THE EAST BRIM OF THE HILL AND
 LO0791'ABOUT 8 FEET LOWER THAN THE STATION.
 LO0791'
 LO0791'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WEST MTN NO 2
 LO0791'1947, CEMENTED IN A DRILL HOLE IN A 1 BY 2 FOOT ROCK OUTCROP
 LO0791'FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 2 FEET LOWER THAN
 LO0791'THE STATION.
 LO0791'
 LO0791'AZIMUTH MARK IS A STANDARD DISK, STAMPED WEST MTN 2 1963,
 LO0791'CEMENTED IN A DRILL HOLE IN THE CONCRETE STEP OF THE BUILDING
 LO0791'HOUSING OF THE MICRO-WAVE MAST POWER PLANT.
 LO0791
 LO0791                          STATION RECOVERY (1966)
 LO0791
 LO0791'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (JTL)
 LO0791'TELEPHONE REPORT BY JERRY PAGE, ENGINEER ON AM. TEL. AND
 LO0791'TEL. PROJECT.
 LO0791'
 LO0791'AZIMUTH MARK IN CONCRETE STEP OF MICROWAVE BUILDING.  DESTROYED
 LO0791'DURING BUILDING ENLARGEMENT.
 LO0791
 LO0791                          STATION RECOVERY (2024)
 LO0791
 LO0791'RECOVERY NOTE BY PEAK BAGGER 2024 (DG)
 LO0791'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0792 ***********************************************************************
 LO0792  DESIGNATION -  WEST MTN ATT MICROWAVE MAST
 LO0792  PID         -  LO0792
 LO0792  STATE/COUNTY-  UT/UTAH
 LO0792  COUNTRY     -  US
 LO0792  USGS QUAD   -  WEST MOUNTAIN (2017)
 LO0792
 LO0792                         *CURRENT SURVEY CONTROL
 LO0792  ______________________________________________________________________
 LO0792* NAD 83(1994) POSITION- 40 05 20.92090(N) 111 49 21.00833(W)   ADJUSTED
 LO0792  ______________________________________________________________________
 LO0792  GEOID HEIGHT    -        -17.517 (meters)                     GEOID18
 LO0792  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 LO0792  HORZ ORDER      -  THIRD
 LO0792
 LO0792.The horizontal coordinates were established by classical geodetic methods
 LO0792.and adjusted by the National Geodetic Survey in November 1997.
 LO0792
 LO0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0792.GEOID18 height accuracy estimate available here.
 LO0792
 LO0792.Click photographs - Photos may exist for this station.
 LO0792
 LO0792.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0792
 LO0792. The following values were computed from the NAD 83(1994) position.
 LO0792
 LO0792;                    North         East     Units Scale Factor Converg.
 LO0792;SPC UT C     - 2,194,978.213   472,498.702   MT  0.99990863   -0 12 23.7
 LO0792;SPC UT C     - 7,201,357.69  1,550,189.49   sFT  0.99990863   -0 12 23.7
 LO0792;UTM  12      - 4,437,975.599   429,882.417   MT  0.99966052   -0 31 46.9
 LO0792
 LO0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK2988237975(NAD 83)
 LO0792
 LO0792                          SUPERSEDED SURVEY CONTROL
 LO0792
 LO0792  NAD 83(1993)-  40 05 20.92153(N)    111 49 21.00806(W) AD(       ) 3
 LO0792  NAD 83(1986)-  40 05 20.91081(N)    111 49 21.00755(W) AD(       ) 3
 LO0792  NAD 27      -  40 05 21.05292(N)    111 49 18.23639(W) AD(       ) 3
 LO0792
 LO0792.Superseded values are not recommended for survey control.
 LO0792
 LO0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0792.See file dsdata.pdf to determine how the superseded data were derived.
 LO0792
 LO0792_MARKER: 44 = MICROWAVE MAST
 LO0792
 LO0792  HISTORY     - Date     Condition        Report By
 LO0792  HISTORY     - 1963     FIRST OBSERVED   CGS
 LO0792  HISTORY     - 1970     GOOD             NGS
 LO0792
 LO0792                          STATION DESCRIPTION
 LO0792
 LO0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 LO0792'THE STATION IS THE CENTER OF THE TOP OF A 200 FOOT HIGH MAST.
 LO0792'IT IS ABOUT 10 MILES SOUTHWEST OF SPANISH FORK, 80 FEET EAST
 LO0792'OF THE CENTERLINE OF A GRAVELED ROAD.
 LO0792
 LO0792                          STATION RECOVERY (1970)
 LO0792
 LO0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (TGR)
 LO0792'RECOVERED AS DESCRIBED.
 LO0792'
 LO0792'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LO0792'ABOUT 10 MILES SOUTHWEST OF SPANISH FORK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0750 ***********************************************************************
 LO0750  DESIGNATION -  WEST PORTAL
 LO0750  PID         -  LO0750
 LO0750  STATE/COUNTY-  UT/UTAH
 LO0750  COUNTRY     -  US
 LO0750  USGS QUAD   -  TWO TOM HILL (2017)
 LO0750
 LO0750                         *CURRENT SURVEY CONTROL
 LO0750  ______________________________________________________________________
 LO0750* NAD 83(1994) POSITION- 40 09 41.83510(N) 111 15 02.04421(W)   ADJUSTED
 LO0750* NAVD 88 ORTHO HEIGHT -  2305.6   (meters)     7564.    (feet) VERTCON3
 LO0750  ______________________________________________________________________
 LO0750  GEOID HEIGHT    -        -15.808 (meters)                     GEOID18
 LO0750  LAPLACE CORR    -         11.97  (seconds)                    DEFLEC18
 LO0750  HORZ ORDER      -  FIRST
 LO0750
 LO0750.The horizontal coordinates were established by classical geodetic methods
 LO0750.and adjusted by the National Geodetic Survey in November 1997.
 LO0750
 LO0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0750
 LO0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0750.GEOID18 height accuracy estimate available here.
 LO0750
 LO0750.Click photographs - Photos may exist for this station.
 LO0750
 LO0750.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0750
 LO0750. The following values were computed from the NAD 83(1994) position.
 LO0750
 LO0750;                    North         East     Units Scale Factor Converg.
 LO0750;SPC UT C     - 2,203,005.089   521,247.839   MT  0.99991503   +0 09 35.2
 LO0750;SPC UT C     - 7,227,692.53  1,710,127.29   sFT  0.99991503   +0 09 35.2
 LO0750;UTM  12      - 4,445,725.896   478,662.104   MT  0.99960560   -0 09 41.8
 LO0750
 LO0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0750!SPC UT C     -   0.99964092  x   0.99991503  =   0.99955598
 LO0750!UTM  12      -   0.99964092  x   0.99960560  =   0.99924666
 LO0750
 LO0750:                Primary Azimuth Mark                     Grid Az
 LO0750:SPC UT C     -  WEST PORTAL AZ MK                        308 21 56.7
 LO0750:UTM  12      -  WEST PORTAL AZ MK                        308 41 13.7
 LO0750
 LO0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK7866245725(NAD 83)
 LO0750
 LO0750|---------------------------------------------------------------------|
 LO0750| PID    Reference Object                     Distance      Geod. Az  |
 LO0750|                                                           dddmmss.s |
 LO0750| CM6754 WEST PORTAL RM 1                     10.297 METERS 09638     |
 LO0750| CM6756 WEST PORTAL RM 3                     74.897 METERS 15359     |
 LO0750| CM6753 WEST PORTAL AZ MK                                  3083131.9 |
 LO0750| CM6755 WEST PORTAL RM 2                      6.268 METERS 33921     |
 LO0750|---------------------------------------------------------------------|
 LO0750
 LO0750                          SUPERSEDED SURVEY CONTROL
 LO0750
 LO0750  NAD 83(1993)-  40 09 41.83433(N)    111 15 02.04216(W) AD(       ) 1
 LO0750  NAD 83(1986)-  40 09 41.82379(N)    111 15 02.03571(W) AD(       ) 1
 LO0750  NAD 27      -  40 09 41.98300(N)    111 14 59.41300(W) AD(       ) 1
 LO0750  NGVD 29 (07/19/86) 2304.3    (m)         7560.     (f) VERT ANG       
 LO0750
 LO0750.Superseded values are not recommended for survey control.
 LO0750
 LO0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0750.See file dsdata.pdf to determine how the superseded data were derived.
 LO0750
 LO0750_MARKER: DS = TRIANGULATION STATION DISK
 LO0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0750_STAMPING: WEST PORTAL 1947
 LO0750_MARK LOGO: CGS
 LO0750_PROJECTION: FLUSH
 LO0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0750+STABILITY: SURFACE MOTION
 LO0750
 LO0750  HISTORY     - Date     Condition        Report By
 LO0750  HISTORY     - 1947     MONUMENTED       CGS
 LO0750
 LO0750                          STATION DESCRIPTION
 LO0750
 LO0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LO0750'THE STATION IS LOCATED ABOUT 18.5 MILES EAST OF SPRINGVILLE
 LO0750'IN DIAMOND FORK CREEK CANYON AT THE WEST PORTAL OF THE STRAWBERRY
 LO0750'TUNNEL.  THE STATION MARK IS A BRONZE DISK SET FLUSH, 245 FEET
 LO0750'NORTH-NORTHWEST OF AND 90 FEET HIGHER THAN THE WEST PORTAL
 LO0750'OF THE STRAWBERRY TUNNEL AND 15 FEET NORTH OF THE NORTH BRIM
 LO0750'OF CANYON.  IT IS STAMPED, WEST PORTAL 1947.
 LO0750'
 LO0750'REFERENCE MARK NO. 1 IS A BRONZE DISK, PROJECTS 2 INCHES,
 LO0750'SET 1 FOOT LOWER THAN THE STATION MARK, 10 FEET NORTH OF THE
 LO0750'NORTH BRIM OF CANYON.  IT IS STAMPED, WEST PORTAL NO 1 1947.
 LO0750'
 LO0750'REFERENCE MARK NO. 2 IS A BRONZE DISK, SET FLUSH 30 INCHES
 LO0750'HIGHER THAN THE STATION MARK.  IT IS STAMPED, WEST PORTAL
 LO0750'NO 2 1947.
 LO0750'
 LO0750'REFERENCE MARK NO. 3 IS A BRONZE DISK SET FLUSH IN THE CONCRETE
 LO0750'AROUND THE PORTAL OF THE TUNNEL, 90 FEET LOWER THAN THE STATION
 LO0750'MARK.  IT IS STAMPED, WEST PORTAL NO 3 1947.
 LO0750'
 LO0750'THE AZIMUTH MARK IS A BRONZE DISK SET 66 FEET NORTH OF A
 LO0750'TRIANGULAR BLAZED TELEPHONE POLE, 15 FEET NORTH OF THE CENTER
 LO0750'LINE OF A ROAD AT A SHARP CURVE.  IT PROJECTS 4 INCHES AND
 LO0750'IS STAMPED--WEST PORTAL 1947.
 LO0750'
 LO0750'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND 50,
 LO0750'SOUTHEAST OF SPANISH FORK, GO SOUTHEAST ON HIGHWAY 6 AND 50,
 LO0750'6.2 MILES TO A GRADED ROAD TO LEFT.  TURN LEFT, FOLLOW MAIN ROAD
 LO0750'5.4 MILES TO A FORK, CONTINUE ON MAIN ROAD TO RIGHT 10.3 MILES
 LO0750'TO A FORK.  CONTINUE ON MAIN ROAD TO RIGHT 4.3 MILES TO A FORK.
 LO0750'CONTINUE ON MAIN ROAD TO RIGHT 2.1 MILES TO A SHARP CURVE AND
 LO0750'AZIMUTH MARK ON LEFT.  CONTINUE 0.3 MILE TO A ROAD RIGHT AT
 LO0750'SIGN--WEST PORTAL, 0.5 MILE.  CONTINUE ON MAIN ROAD TO LEFT
 LO0750'0.15 MILE TO A DIM ROAD RIGHT.  TURN RIGHT, GO 100 YARDS TO BRIM
 LO0750'OF CANYON AND STATION.  A DRIVE STATION.
 LO0750'
 LO0750'REFERENCE MARK NO. 3 WAS LOCATED BY TRAVERSE AND A GEOGRAPHIC
 LO0750'POSITION COMPUTED FOR IT GIVING THE LOCATION OF THE PORTAL
 LO0750'ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0400 ***********************************************************************
 KN0400  DESIGNATION -  WEST SANPETE
 KN0400  PID         -  KN0400
 KN0400  STATE/COUNTY-  UT/SANPETE
 KN0400  COUNTRY     -  US
 KN0400  USGS QUAD   -  DANISH KNOLL (2017)
 KN0400
 KN0400                         *CURRENT SURVEY CONTROL
 KN0400  ______________________________________________________________________
 KN0400* NAD 83(1994) POSITION- 39 22 26.24509(N) 111 25 26.63053(W)   ADJUSTED
 KN0400* NAVD 88 ORTHO HEIGHT -  3271.    (meters)    10732.    (feet) SCALED
 KN0400  ______________________________________________________________________
 KN0400  GEOID HEIGHT    -        -16.372 (meters)                     GEOID18
 KN0400  LAPLACE CORR    -         15.85  (seconds)                    DEFLEC18
 KN0400  HORZ ORDER      -  THIRD
 KN0400
 KN0400.The horizontal coordinates were established by classical geodetic methods
 KN0400.and adjusted by the National Geodetic Survey in November 1997.
 KN0400
 KN0400.The orthometric height was scaled from a topographic map.
 KN0400
 KN0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0400.GEOID18 height accuracy estimate available here.
 KN0400
 KN0400.Click photographs - Photos may exist for this station.
 KN0400
 KN0400.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0400
 KN0400. The following values were computed from the NAD 83(1994) position.
 KN0400
 KN0400;                    North         East     Units Scale Factor Converg.
 KN0400;SPC UT C     - 2,115,531.881   506,542.841   MT  0.99993099   +0 02 55.1
 KN0400;SPC UT C     - 6,940,707.51  1,661,882.64   sFT  0.99993099   +0 02 55.1
 KN0400;UTM  12      - 4,358,362.076   463,473.561   MT  0.99961643   -0 16 08.5
 KN0400
 KN0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0400!SPC UT C     -   0.99948958  x   0.99993099  =   0.99942060
 KN0400!UTM  12      -   0.99948958  x   0.99961643  =   0.99910620
 KN0400
 KN0400:                Primary Azimuth Mark                     Grid Az
 KN0400:SPC UT C     -  SANPETE                                  088 58 59.2
 KN0400:UTM  12      -  SANPETE                                  089 18 02.8
 KN0400
 KN0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ6347358362(NAD 83)
 KN0400
 KN0400|---------------------------------------------------------------------|
 KN0400| PID    Reference Object                     Distance      Geod. Az  |
 KN0400|                                                           dddmmss.s |
 KN0400| KN0398 SANPETE                             APPROX. 1.7 KM 0890154.3 |
 KN0400|---------------------------------------------------------------------|
 KN0400
 KN0400                          SUPERSEDED SURVEY CONTROL
 KN0400
 KN0400  NAD 83(1986)-  39 22 26.23402(N)    111 25 26.62771(W) AD(       ) 3
 KN0400  NAD 27      -  39 22 26.36500(N)    111 25 23.93500(W) AD(       ) 3
 KN0400  USCA        -  39 22 20.99000(N)    111 25 29.83000(W) AD(       ) 3
 KN0400  USSD        -  39 22 27.12200(N)    111 25 24.62100(W) AD(       ) 3
 KN0400
 KN0400.Superseded values are not recommended for survey control.
 KN0400
 KN0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0400.See file dsdata.pdf to determine how the superseded data were derived.
 KN0400
 KN0400_MARKER: B = BOLT
 KN0400_SETTING: 66 = SET IN ROCK OUTCROP
 KN0400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0400+STABILITY: POSITION/ELEVATION WELL
 KN0400
 KN0400  HISTORY     - Date     Condition        Report By
 KN0400  HISTORY     - 1890     MONUMENTED       CGS
 KN0400
 KN0400                          STATION DESCRIPTION
 KN0400
 KN0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1890 (WE)
 KN0400'IN THE WASATCH RANGE OF MOUNTAINS, ON THE NORTHERN END OF THE
 KN0400'WESTERN SPUR OF WHAT IS LOCALLY KNOWN AS THE HORSESHOE.  THE
 KN0400'HORSESHOE IS FORMED BY TWO SPURS ABOUT 2/3 MILE APART EXTENDING
 KN0400'NORTH FROM AN UNDULATING TABLE WHICH SLOPES TOWARD THE SOUTH.
 KN0400'THE STATION IS MARKED BY A COPPER BOLT IN A DRILL HOLE IN
 KN0400'SOLID ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0402 ***********************************************************************
 KN0402  DESIGNATION -  WEST SANPETE 2
 KN0402  PID         -  KN0402
 KN0402  STATE/COUNTY-  UT/SANPETE
 KN0402  COUNTRY     -  US
 KN0402  USGS QUAD   -  DANISH KNOLL (2017)
 KN0402
 KN0402                         *CURRENT SURVEY CONTROL
 KN0402  ______________________________________________________________________
 KN0402* NAD 83(1994) POSITION- 39 22 26.27239(N) 111 25 26.53347(W)   ADJUSTED
 KN0402* NAVD 88 ORTHO HEIGHT -  3350.    (meters)    10991.    (feet) SCALED
 KN0402  ______________________________________________________________________
 KN0402  GEOID HEIGHT    -        -16.372 (meters)                     GEOID18
 KN0402  LAPLACE CORR    -         15.83  (seconds)                    DEFLEC18
 KN0402  HORZ ORDER      -  SECOND
 KN0402
 KN0402.The horizontal coordinates were established by classical geodetic methods
 KN0402.and adjusted by the National Geodetic Survey in November 1997.
 KN0402
 KN0402.The orthometric height was scaled from a topographic map.
 KN0402
 KN0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0402.GEOID18 height accuracy estimate available here.
 KN0402
 KN0402.Click photographs - Photos may exist for this station.
 KN0402
 KN0402.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0402
 KN0402. The following values were computed from the NAD 83(1994) position.
 KN0402
 KN0402;                    North         East     Units Scale Factor Converg.
 KN0402;SPC UT C     - 2,115,532.725   506,545.163   MT  0.99993099   +0 02 55.2
 KN0402;SPC UT C     - 6,940,710.28  1,661,890.26   sFT  0.99993099   +0 02 55.2
 KN0402;UTM  12      - 4,358,362.907   463,475.887   MT  0.99961642   -0 16 08.4
 KN0402
 KN0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0402!SPC UT C     -   0.99947719  x   0.99993099  =   0.99940822
 KN0402!UTM  12      -   0.99947719  x   0.99961642  =   0.99909381
 KN0402
 KN0402:                Primary Azimuth Mark                     Grid Az
 KN0402:SPC UT C     -  WEST SANPETE 2 AZ MK                     231 43 42.5
 KN0402:UTM  12      -  WEST SANPETE 2 AZ MK                     232 02 46.1
 KN0402
 KN0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ6347558362(NAD 83)
 KN0402
 KN0402|---------------------------------------------------------------------|
 KN0402| PID    Reference Object                     Distance      Geod. Az  |
 KN0402|                                                           dddmmss.s |
 KN0402| CM6758 WEST SANPETE 2 RM 1                   7.855 METERS 15050     |
 KN0402| CM6759 WEST SANPETE 2 RM 2                   6.630 METERS 21835     |
 KN0402| CM6757 WEST SANPETE 2 AZ MK                               2314637.7 |
 KN0402| KN0428 SUGAR FACTORY NR MORONI HI STK      APPROX.19.6 KM 3160354.2 |
 KN0402|---------------------------------------------------------------------|
 KN0402
 KN0402                          SUPERSEDED SURVEY CONTROL
 KN0402
 KN0402  NAD 83(1986)-  39 22 26.26162(N)    111 25 26.52790(W) AD(       ) 2
 KN0402  NAD 27      -  39 22 26.39400(N)    111 25 23.84900(W) AD(       ) 2
 KN0402
 KN0402.Superseded values are not recommended for survey control.
 KN0402
 KN0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0402.See file dsdata.pdf to determine how the superseded data were derived.
 KN0402
 KN0402_MARKER: DS = TRIANGULATION STATION DISK
 KN0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0402_STAMPING: WEST SANPETE 2 1938
 KN0402_MARK LOGO: CGS
 KN0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0402+STABILITY: SURFACE MOTION
 KN0402
 KN0402  HISTORY     - Date     Condition        Report By
 KN0402  HISTORY     - 1938     MONUMENTED       CGS
 KN0402
 KN0402                          STATION DESCRIPTION
 KN0402
 KN0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 KN0402'STATION IS LOCATED ABOUT 1.0 MILE N AND 9.0 MILES E OF EPHRAIM,
 KN0402'UTAH.  IT IS ON HIGHEST POINT OF WESTERN SPUR OF HORSESHOE
 KN0402'CLIFFS, ON WESTERN EDGE OF WASATCH PLATEAU.  IT IS ABOUT 0.3 MILE
 KN0402'NW OF NEW SKY LINE DRIVE WHICH WAS UNDER CONSTRUCTION AT
 KN0402'TIME STATION WAS ESTABLISHED.
 KN0402'
 KN0402'SURFACE MARK IS A STANDARD BRONZE DISK IN CONCRETE.
 KN0402'UNDERGROUND MARK IS A STANDARD BRONZE DISK IN
 KN0402'DRILL HOLE.  REFERENCE AND AZIMUTH MARKS
 KN0402'ARE STANDARD BRONZE DISKS IN BEDROCK.
 KN0402'
 KN0402'REFERENCE MARK NO. 1 IS SSE OF AND ABOUT 3 FEET LOWER IN
 KN0402'ELEVATION.  REFERENCE MARK NO. 2 IS SSW OF AND ABOUT 3 FEET LOWER
 KN0402'IN ELEVATION THAN STATION.
 KN0402'
 KN0402'AZIMUTH MARK IS ABOUT 1/2 MILE SW OF STATION AND ABOUT 50
 KN0402'FEET LOWER IN ELEVATION.  IT IS JUST S OF A SMALL WASH AT A
 KN0402'POINT WHERE CLIFFS CURVE TO W.
 KN0402'
 KN0402'CONCRETE STACK IS A LONE, WHITE, PROMINENT, CONCRETE STACK ON
 KN0402'A SUGAR FACTORY ABOUT 2 MILES S OF MORONI, UTAH.
 KN0402'
 KN0402'TO REACH STATION FROM EPHRAIM, UTAH, GO S FROM POST OFFICE
 KN0402'ON U.S. HIGHWAY 89 0.45 MILE TO JUNCTION OF U.S. 89 AND UTAH
 KN0402'29.  THENCE TURN L AND GO UP CANYON ON UTAH 29 15.7 MILES TO
 KN0402'TOP OF MOUNTAINS AT JUNCTION OF FIVE ROADS.  TO W AND L IS A
 KN0402'NEW ROAD.  TAKE OLD GRADE SKY LINE DRIVE, NW, DOWNHILL 1.2
 KN0402'MILES TO A FORK.  THENCE TAKE L FORK, NORTHERLY 2.8 MILES TO A
 KN0402'SMALL LONE FIR TREE ON HILLSIDE TO R OF ROAD AND A POINT WHERE
 KN0402'ROAD CROSSES NEW ROAD ABOUT 50 YARDS AHEAD.  LEAVE ROAD AND
 KN0402'CONTINUE STRAIGHT AHEAD ABOUT 200 YARDS TO TOP OF HILL AND
 KN0402'EDGE OF SHEER CLIFF.  THENCE TURN L, WESTERLY AND CONTINUE
 KN0402'ALONG TOP OF CLIFF ABOUT 0.4 MILE TO FIRST HIGH POINT AND
 KN0402'STATION SITE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0615 ***********************************************************************
 MS0615  CBN         -  This is a Cooperative Base Network Control Station.
 MS0615  DESIGNATION -  WHEELER
 MS0615  PID         -  MS0615
 MS0615  STATE/COUNTY-  UT/BOX ELDER
 MS0615  COUNTRY     -  US
 MS0615  USGS QUAD   -  CROCODILE MOUNTAIN NE (2017)
 MS0615
 MS0615                         *CURRENT SURVEY CONTROL
 MS0615  ______________________________________________________________________
 MS0615* NAD 83(2011) POSITION- 41 44 46.59758(N) 113 06 19.14407(W)   ADJUSTED
 MS0615* NAD 83(2011) ELLIP HT-  1271.870 (meters)        (06/27/12)   ADJUSTED
 MS0615* NAD 83(2011) EPOCH   -  2010.00
 MS0615* NAVD 88 ORTHO HEIGHT -  1287.548 (meters)     4224.23  (feet) ADJUSTED
 MS0615  ______________________________________________________________________
 MS0615  GEOID HEIGHT    -        -15.637 (meters)                     GEOID18
 MS0615  NAD 83(2011) X  - -1,870,583.179 (meters)                     COMP
 MS0615  NAD 83(2011) Y  - -4,384,393.244 (meters)                     COMP
 MS0615  NAD 83(2011) Z  -  4,225,466.286 (meters)                     COMP
 MS0615  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 MS0615  DYNAMIC HEIGHT  -       1286.694 (meters)     4221.43  (feet) COMP
 MS0615  MODELED GRAVITY -    979,915.3   (mgal)                       NAVD 88
 MS0615
 MS0615  VERT ORDER      -  FIRST     CLASS II
 MS0615
 MS0615  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 MS0615  Standards:
 MS0615         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 MS0615            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 MS0615  -------------------------------------------------------------------
 MS0615  NETWORK    0.88   1.63           0.39   0.32   0.83     -0.01299271
 MS0615  -------------------------------------------------------------------
 MS0615  Click here for local accuracies and other accuracy information.
 MS0615
 MS0615.The horizontal coordinates were established by GPS observations
 MS0615.and adjusted by the National Geodetic Survey in June 2012.
 MS0615
 MS0615.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 MS0615.been affixed to the stable North American tectonic plate. See 
 MS0615.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 MS0615
 MS0615.The horizontal coordinates are valid at the epoch date displayed above
 MS0615.which is a decimal equivalence of Year/Month/Day.
 MS0615
 MS0615.The orthometric height was determined by differential leveling and
 MS0615.adjusted by the NATIONAL GEODETIC SURVEY
 MS0615.in June 1991.
 MS0615
 MS0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0615.GEOID18 height accuracy estimate available here.
 MS0615
 MS0615.Click photographs - Photos may exist for this station.
 MS0615
 MS0615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MS0615
 MS0615.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0615
 MS0615.The ellipsoidal height was determined by GPS observations
 MS0615.and is referenced to NAD 83.
 MS0615
 MS0615.The dynamic height is computed by dividing the NAVD 88
 MS0615.geopotential number by the normal gravity value computed on the
 MS0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0615.degrees latitude (g = 980.6199 gals.).
 MS0615
 MS0615.The modeled gravity was interpolated from observed gravity values.
 MS0615
 MS0615. The following values were computed from the NAD 83(2011) position.
 MS0615
 MS0615;                    North         East     Units Scale Factor Converg.
 MS0615;SPC UT N     - 1,158,145.616   366,479.534   MT  0.99999420   -1 03 30.5
 MS0615;SPC UT N     - 3,799,682.74  1,202,358.27   sFT  0.99999420   -1 03 30.5
 MS0615;UTM  12      - 4,623,748.209   324,947.139   MT  0.99997710   -1 24 07.7
 MS0615
 MS0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0615!SPC UT N     -   0.99980055  x   0.99999420  =   0.99979475
 MS0615!UTM  12      -   0.99980055  x   0.99997710  =   0.99977766
 MS0615
 MS0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM2494723748(NAD 83)
 MS0615
 MS0615                          SUPERSEDED SURVEY CONTROL
 MS0615
 MS0615  NAD 83(2007)-  41 44 46.59741(N)    113 06 19.14429(W) AD(2002.00) 0
 MS0615  ELLIP H (02/10/07) 1271.884  (m)                       GP(2002.00)    
 MS0615  ELLIP H (11/14/01) 1271.937  (m)                       GP(       ) 4 2
 MS0615  NAD 83(1994)-  41 44 46.59653(N)    113 06 19.14231(W) AD(       ) B
 MS0615  ELLIP H (04/21/95) 1271.965  (m)                       GP(       ) 4 1
 MS0615  NAVD 88            1287.55   (m)         4224.2    (f) LEVELING    3  
 MS0615  NGVD 29 (12/14/94) 1287.1    (m)         4223.     (f) VERT ANG       
 MS0615
 MS0615.Superseded values are not recommended for survey control.
 MS0615
 MS0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0615.See file dsdata.pdf to determine how the superseded data were derived.
 MS0615
 MS0615_MARKER: DB = BENCH MARK DISK
 MS0615_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 MS0615_STAMPING: WHEELER 1957
 MS0615_MARK LOGO: USGS
 MS0615_MAGNETIC: N = NO MAGNETIC MATERIAL
 MS0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0615+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1993
 MS0615
 MS0615  HISTORY     - Date     Condition        Report By
 MS0615  HISTORY     - 1877     MONUMENTED       USGS
 MS0615  HISTORY     - 1984     GOOD             NGS
 MS0615  HISTORY     - 19930930 GOOD             NGS
 MS0615
 MS0615                          STATION DESCRIPTION
 MS0615
 MS0615'DESCRIBED BY US GEOLOGICAL SURVEY 1877
 MS0615'THIS STATION IS CALLED --KELTON-- IN THE 1877 WHEELER SURVEY.  C AND
 MS0615'GS BM --K 10 1911-- (UTAH 8) IS SET VERTICALLY IN THE SAME BLOCK AND
 MS0615'ABOUT 1 FT. LOWER.
 MS0615'NOTE--THE LETTERS --U.S. MERIDIAN LATITUDE MARK-- ARE INSCRIBED ON THE
 MS0615'N. FACE OF THE BLOCK.
 MS0615'LOCATED ABOUT 15 MI. S. OF U.S. HIGHWAY 30S AT KELTON TOWNSITE, ALONG
 MS0615'ABANDONED RR. GRADE.
 MS0615'TO REACH FROM THE IDAHO STATE POLICE PORT OF ENTRY AT STREVELL, IDAHO,
 MS0615'DRIVE SOUTHWARD ALONG U.S. HIGHWAY 30S FOR 8.2 MI. TO JUNCTION OF UTAH
 MS0615'STATE HIGHWAY 70, TURN RIGHT ONTO UTAH STATE HIGHWAY 70 FOR 9.4 MI. TO
 MS0615'GRAVEL RD. LEFT AND SIGN --BAR F RANCH--, TURN LEFT AND FOLLOW MAIN
 MS0615'GRADED RD. 6.1 MI. TO FORKS, TAKE LEFT FORK 0.2 MI. TO RR. GRADE AND
 MS0615'STATION.
 MS0615'STATION MARK--STANDARD USGS TABLET STAMPED---WHEELER 1957---, SET IN
 MS0615'2.8 BY 2.0 BY 1.4 SANDSTONE BLOCK.
 MS0615
 MS0615                          STATION RECOVERY (1984)
 MS0615
 MS0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0615'25.8 KM (16.0 MI) SE FROM PARK VALLEY.
 MS0615'14.83 KM (9.22 MI) EAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE IN
 MS0615'PARK VALLEY, THENCE 10.94 KM (6.80 MI) SOUTH ALONG A DIRT ROAD, AT
 MS0615'KELTON, IN TOP OF A 16- BY 24-INCH SANDSTONE BLOCK (MERIDIAN LATITUDE
 MS0615'MARKER) PROJECTING 3 FEET ABOVE THE SURFACE OF THE GROUND AND
 MS0615'SURROUNDED BY FOUR 8-INCH WOOD POSTS, IN THE NORTHEAST CORNER OF THE T
 MS0615'JUNCTION OF THE OLD CENTRAL PACIFIC RAILROAD BED, 98.7 METERS (324 FT)
 MS0615'EAST OF THE CENTER OF THE DIRT ROAD, 31.7 METERS (104 FT) NORTH OF THE
 MS0615'CENTER OF THE OLD RAILROAD BED, 3.4 METERS (11 FT) WEST OF BENCH MARK
 MS0615'E 377, 2.4 METERS (8 FT) SOUTHEAST OF THE NORTHWEST ONE OF FOUR WOOD
 MS0615'POSTS AND 35.7 METERS (117 FT) SOUTH OF THE CENTER OF A TRACK ROAD
 MS0615'LEADING NORTHEAST.
 MS0615'THE MARK IS 3.9 METERS  W FROM A WITNESS POST.
 MS0615'THE MARK IS 0.3 M BELOW THE RAILROAD BED.
 MS0615
 MS0615                          STATION RECOVERY (1993)
 MS0615
 MS0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 MS0615'STATION IS LOCATED ABOUT 90 KM (55.90 MI) EAST-NORTHEAST OF BRIGHAM
 MS0615'CITY, 33 KM (20.50 MI) SOUTH OF THE UTAH-IDAHO STATE LINE, 0.5 KM
 MS0615'(0.30 MI) EAST OF THE KELTON CEMETERY (GHOST TOWN), ON THE NORTHWEST
 MS0615'SIDE OF THE GREAT SALT LAKE, ALONG THE DIRT ROAD BETWEEN KELTON AND
 MS0615'BRIGHAM CITY, IN SOUTH CENTRAL SECTION 21, T 12 N, R 11 W, IN A LARGE
 MS0615'SANDSTONE BLOCK DENOTING A US MERIDIAN LATITUDE.  OWNERSHIP--US BUREAU
 MS0615'OF LAND MANAGEMENT. TO REACH FROM THE I-84 OVERPASS (EXIT 5) 3.2 KM
 MS0615'(2.00 MI) NW OF SNOWVILLE, UT, GO WEST ALONG STATE HIGHWAY 30 FOR
 MS0615'25.83 KM (16.05 MI) TO THE JUNCTION OF STATE HIGHWAY 42 LEADING TO
 MS0615'STREVELL, ID.  TURN LEFT, SOUTHWEST ALONG HIGHWAY 30 FOR 16.4 KM
 MS0615'(10.20 MI) TO THE JUNCTION OF A GRAVEL ROAD AND HIGHWAY SIGN 'KELTON'.
 MS0615'TURN LEFT, SOUTHEAST ON GRAVEL ROAD FOR 3.3 KM (2.05 MI) TO A RIGHT
 MS0615'FORK.  KEEP LEFT ON GRAVEL ROAD 0.89 KM (0.55 MI) TO A CATTLE GUARD
 MS0615'AND BLM SIGN 'OLD RR GRADE 4'.  CONTINUE ON GRAVEL ROAD FOR 0.8 KM
 MS0615'(0.50 MI) TO A FARM HOUSE ON RIGHT.  CONTINUE ON GRAVEL ROAD FOR 0.97
 MS0615'KM (0.60 MI) TO A CATTLE GUARD AND A GRAVEL ROAD LEFT LEADING TO
 MS0615'FARMHOUSE TRAILERS AND GALVANIZED BARN.  CONTINUE ON GRAVEL ROAD FOR
 MS0615'1.69 KM (1.05 MI) TO A CATTLE GUARD.  CONTINUE ON GRAVEL ROAD FOR 1.5
 MS0615'KM (0.95 MI) TO A CATTLE GUARD. CONTINUE ON GRAVEL ROAD 1.6 KM (1.00
 MS0615'MI) TO A RIGHT FORK AND BLM SIGN 'KELTON-TERRACE 33'.  KEEP LEFT ON
 MS0615'GRAVEL ROAD FOR 0.4 KM (0.25 MI) TO THE ABANDONED OLD KELTON TOWNSITE
 MS0615'AND OLD RAILROAD BED.  TURN LEFT ALONG OLD RAILROAD GRADE FOR 0.08 KM
 MS0615'(0.05 MI) TO THE STATION ON THE LEFT ON THE INSIDE OF A PIPE FENCE.
 MS0615'STATION MARK IS A DISK SET IN A DRILL HOLE IN THE TOP OF A 0.4 M (1.3
 MS0615'FT) X 0.6 M (2.0 FT) X 0.8 M (2.6 FT) HIGH SANDSTONE BLOCK ENGRAVED
 MS0615''US MERIDIAN LATITUDE MARK' ON THE NORTH SIDE, AND 'WHEELER US
 MS0615'MERIDIAN' ON THE SOUTH SIDE.  OTHER LETTERING IS NOW ILLEGIBLE DUE TO
 MS0615'WEATHERING.  IT IS 30.9 M (101.4 FT) NORTH OF THE ROAD CENTER, AND 3.2
 MS0615'M (10.5 FT) WEST OF BENCH MARK E 377.  THE BLOCK IS SET IN THE MIDDLE
 MS0615'OF FOUR LARGE WOODEN POSTS PROJECTING 1 M (3.3 FT) THAT FORM A PIPE
 MS0615'FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0720 ***********************************************************************
 MR0720  DESIGNATION -  WHITE
 MR0720  PID         -  MR0720
 MR0720  STATE/COUNTY-  UT/CACHE
 MR0720  COUNTRY     -  US
 MR0720  USGS QUAD   -  NAOMI PEAK (2017)
 MR0720
 MR0720                         *CURRENT SURVEY CONTROL
 MR0720  ______________________________________________________________________
 MR0720* NAD 83(1994) POSITION- 41 54 41.11516(N) 111 40 31.22661(W)   ADJUSTED
 MR0720* NAVD 88 ORTHO HEIGHT -  3042.9   (meters)     9983.    (feet) VERTCON3
 MR0720  ______________________________________________________________________
 MR0720  GEOID HEIGHT    -        -14.217 (meters)                     GEOID18
 MR0720  LAPLACE CORR    -         11.32  (seconds)                    DEFLEC18
 MR0720  HORZ ORDER      -  FIRST
 MR0720
 MR0720.The horizontal coordinates were established by classical geodetic methods
 MR0720.and adjusted by the National Geodetic Survey in November 1997.
 MR0720
 MR0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0720
 MR0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0720.GEOID18 height accuracy estimate available here.
 MR0720
 MR0720.Click photographs - Photos may exist for this station.
 MR0720
 MR0720.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0720
 MR0720. The following values were computed from the NAD 83(1994) position.
 MR0720
 MR0720;                    North         East     Units Scale Factor Converg.
 MR0720;SPC UT N     - 1,175,269.597   485,452.429   MT  1.00002330   -0 06 56.2
 MR0720;SPC UT N     - 3,855,863.67  1,592,688.51   sFT  1.00002330   -0 06 56.2
 MR0720;UTM  12      - 4,640,161.955   443,992.245   MT  0.99963860   -0 27 04.1
 MR0720
 MR0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0720!SPC UT N     -   0.99952520  x   1.00002330  =   0.99954849
 MR0720!UTM  12      -   0.99952520  x   0.99963860  =   0.99916397
 MR0720
 MR0720:                Primary Azimuth Mark                     Grid Az
 MR0720:SPC UT N     -  WHITE AZ MK                              066 40 53.5
 MR0720:UTM  12      -  WHITE AZ MK                              067 01 01.4
 MR0720
 MR0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM4399240161(NAD 83)
 MR0720
 MR0720|---------------------------------------------------------------------|
 MR0720| PID    Reference Object                     Distance      Geod. Az  |
 MR0720|                                                           dddmmss.s |
 MR0720| CM6762 WHITE AZ MK                                        0663357.3 |
 MR0720| CM6763 WHITE RM 1                            3.800 METERS 07614     |
 MR0720| CM6764 WHITE RM 2                           12.076 METERS 19308     |
 MR0720| MR0736 LOGAN MUN AIRPORT BEACON            APPROX.20.6 KM 2261134.4 |
 MR0720| MR0721 NAOMI                                 2.471 METERS 23550     |
 MR0720|---------------------------------------------------------------------|
 MR0720
 MR0720                          SUPERSEDED SURVEY CONTROL
 MR0720
 MR0720  NAD 83(1993)-  41 54 41.11412(N)    111 40 31.22155(W) AD(       ) 1
 MR0720  NAD 83(1986)-  41 54 41.10869(N)    111 40 31.21430(W) AD(       ) 1
 MR0720  NAD 27      -  41 54 41.37660(N)    111 40 28.42670(W) AD(       ) 1
 MR0720  NGVD 29 (08/09/96) 3041.5    (m)         9979.     (f) VERT ANG       
 MR0720  NGVD 29 (07/19/86) 3041.7    (m)         9979.     (f) VERT ANG       
 MR0720
 MR0720.Superseded values are not recommended for survey control.
 MR0720
 MR0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0720.See file dsdata.pdf to determine how the superseded data were derived.
 MR0720
 MR0720_MARKER: DS = TRIANGULATION STATION DISK
 MR0720_SETTING: 66 = SET IN ROCK OUTCROP
 MR0720_STAMPING: WHITE 1963
 MR0720_MARK LOGO: CGS
 MR0720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0720+STABILITY: POSITION/ELEVATION WELL
 MR0720
 MR0720  HISTORY     - Date     Condition        Report By
 MR0720  HISTORY     - 1963     MONUMENTED       CGS
 MR0720  HISTORY     - 1969     GOOD             USGS
 MR0720  HISTORY     - 20050806 MARK NOT FOUND   GEOCAC
 MR0720
 MR0720                          STATION DESCRIPTION
 MR0720
 MR0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MR0720'THE STATION IS ABOUT 7 MILES EAST OF RICHMOND, 6-1/4 MILES
 MR0720'SOUTH OF THE IDAHO-UTAH STATE LINE AND 2-1/2 MILES NORTHWEST OF
 MR0720'TONY GROVE LAKE, ON A HIGH ROCKY HILL LOCALLY KNOWN AS NAOMI
 MR0720'PEAK, THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 MR0720'
 MR0720'TO REACH THE STATION FROM THE POST OFFICE IN LOGAN, GO NORTH ON
 MR0720'U.S. HIGHWAY 91 FOR 0.4 MILE TO THE JUNCTION WITH U.S. HIGHWAY
 MR0720'89.  TURN RIGHT AND GO EAST AND NORTHEAST ON U.S. HIGHWAY 89 FOR
 MR0720'21.5 MILES TO A SIGN ON THE RIGHT TRAINING SCHOOL.  CONTINUE
 MR0720'NORTHEASTERLY ON HIGHWAY FOR 0.6 MILE TO A SIDE ROAD LEFT
 MR0720'AND A SIGN TONY GROVE STATION.  TURN LEFT, ON GRAVELED ROAD AND
 MR0720'GO NORTHERLY FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND
 MR0720'CONTINUE NORTHERLY FOR 0.15 MILE TO A CATTLE GUARD.  CROSS
 MR0720'CATTLE GUARD AND CONTINUE NORTHERLY ON GRAVELED ROAD UP TONY
 MR0720'CREEK FOR 4.4 MILES TO A FORK.  TAKE THE RIGHT FORK FOR 0.1
 MR0720'MILE TO A NEW ROAD.  TURN LEFT AND CONTINUE NORTHERLY FOR
 MR0720'0.2 MILE TO A SMALL PARKING AREA.  TURN RIGHT AND FOLLOW A
 MR0720'TRACK ROAD NORTHEASTERLY, PASSING A SMALL LAKE, FOR 0.35
 MR0720'MILE TO THE END OF TRUCK TRAVEL AND A GOOD TRAIL LEADING
 MR0720'NORTHERLY.  PACK NORTHWESTERLY UP TRAIL FOR ABOUT 1/2 MILE
 MR0720'TO A SIGN ON A TREE TRAIL.  FOLLOW TRAIL NORTHWESTERLY UP
 MR0720'OVER RIDGE FOR ABOUT 1/2 MILE TO A BASIN.  CONTINUE ACROSS
 MR0720'BASIN, WESTERLY, PASSING TO THE LEFT OF A HIGH PEAK FOR ABOUT 2
 MR0720'MILES TO A TRIANGLE BLAZE ON A TREE AND THE AZIMUTH MARK.
 MR0720'CONTINUE WESTERLY ON TRAIL FOR ABOUT 1/4 MILE TO THE TOP OF
 MR0720'A RIDGE.  TURN LEFT AND GO SOUTHWEST ALONG RIDGE FOR
 MR0720'ABOUT 1/4 MILE TO A LARGE ROCK OUTCROP AND THE STATION.
 MR0720'
 MR0720'STATION MARK IS A STANDARD DISK, STAMPED WHITE 1963, CEMENTED IN
 MR0720'A DRILL HOLE IN A 4 X 7 FOOT ROCK OUTCROP FLUSH WITH THE
 MR0720'SURROUNDING SURFACE.
 MR0720'
 MR0720'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WHITE NO 1 1963,
 MR0720'CEMENTED IN A DRILL HOLE IN A 4 X 8 FOOT ROCK OUTCROP PROJECTING
 MR0720'1 FOOT.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 MR0720'
 MR0720'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WHITE NO 2 1963,
 MR0720'CEMENTED IN A DRILL HOLE IN A 3 X 4 FOOT ROCK OUTCROP PROJECTING
 MR0720'1 FOOT.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 MR0720'
 MR0720'NAOMI (USGS) IS A BRONZE DISK, STAMPED NAOMI 1960 9980, CEMENTED
 MR0720'IN A DRILL HOLE IN A 1 X 3 FOOT ROCK OUTCROP PROJECTING 1 FOOT.
 MR0720'IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 MR0720'
 MR0720'AZIMUTH MARK IS A STANDARD DISK STAMPED WHITE 1963, CEMENTED IN A
 MR0720'DRILL HOLE IN A 3 X 4 FOOT BOULDER PROJECTING 4 FEET.
 MR0720'
 MR0720'THE STATION IS ABOUT A 3 HOUR PACK.
 MR0720
 MR0720                          STATION RECOVERY (1969)
 MR0720
 MR0720'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MR0720'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 41111-4,
 MR0720'STATION 1015.
 MR0720'REACHED BY HELICOPTER.
 MR0720'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED---WHITE NO. 1 1963---,
 MR0720'SET IN A ROCK, 4 X 8 FT., OUTCROP PROJECTING 1 FT., 12.47 FT. FROM
 MR0720'STATION MARK 256 DEGREES NE 20 MINUTES 20 SECONDS.  (C AND GS AZIMUTH
 MR0720'IS 256 DEGREES 13 MINUTES 58 SECONDS.)
 MR0720'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED---WHITE NO. 2 1963---,
 MR0720'SET IN A 3 X 4 FT. ROCK OUTCROP PROJECTING 1 FT., 39.62 FT. FROM THE
 MR0720'STATION MARK 13 DEGREES E 08 MINUTES 00 SECONDS.  (C AND GS AZIMUTH IS
 MR0720'13 DEGREES E 08 MINUTES 24 SECONDS.)
 MR0720'NAOMI USGS--A BRONZE DISK STAMPED---NAOMI 1960 9980---, IN A 1 X 3 FT.
 MR0720'ROCK PROJECTING 1 FT.  (NOTE--THE ROCK APPEARED TO BE VERY UNSTABLE
 MR0720'AND LOOSE, 7.56 FT. FROM STATION WHITE (USC AND GS EQUALS 8.11 FT.)
 MR0720'--AZIMUTH AND DISTANCE DISAGREE WITH C AND GS.  IT MIGHT HAVE BEEN
 MR0720'MOVED, 1969 AZIMUTH IS 56 DEGREES 55 MINUTES 25 SECONDS, C AND GS
 MR0720'AZIMUTH IS 55 DEGREES 50 MINUTES 22 SECONDS (1963).
 MR0720
 MR0720                          STATION RECOVERY (2005)
 MR0720
 MR0720'RECOVERY NOTE BY GEOCACHING 2005 (JJB)
 MR0720'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0852 ***********************************************************************
 HN0852  DESIGNATION -  WHITE
 HN0852  PID         -  HN0852
 HN0852  STATE/COUNTY-  UT/SAN JUAN
 HN0852  COUNTRY     -  US
 HN0852  USGS QUAD   -  COPPER POINT (2017)
 HN0852
 HN0852                         *CURRENT SURVEY CONTROL
 HN0852  ______________________________________________________________________
 HN0852* NAD 83(1994) POSITION- 37 46 43.46873(N) 110 18 56.50443(W)   ADJUSTED
 HN0852* NAVD 88 ORTHO HEIGHT -  1913.9   (meters)     6279.    (feet) VERTCON3
 HN0852  ______________________________________________________________________
 HN0852  GEOID HEIGHT    -        -20.942 (meters)                     GEOID18
 HN0852  LAPLACE CORR    -          5.47  (seconds)                    DEFLEC18
 HN0852  HORZ ORDER      -  SECOND
 HN0852
 HN0852.The horizontal coordinates were established by classical geodetic methods
 HN0852.and adjusted by the National Geodetic Survey in November 1997.
 HN0852
 HN0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0852
 HN0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0852.GEOID18 height accuracy estimate available here.
 HN0852
 HN0852.Click photographs - Photos may exist for this station.
 HN0852
 HN0852.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0852
 HN0852. The following values were computed from the NAD 83(1994) position.
 HN0852
 HN0852;                    North         East     Units Scale Factor Converg.
 HN0852;SPC UT S     - 3,124,082.471   604,324.245   MT  0.99995130   +0 43 32.2
 HN0852;SPC UT S     -10,249,593.91  1,982,687.13   sFT  0.99995130   +0 43 32.2
 HN0852;UTM  12      - 4,181,486.831   560,260.514   MT  0.99964473   +0 25 09.2
 HN0852
 HN0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0852!SPC UT S     -   0.99970305  x   0.99995130  =   0.99965436
 HN0852!UTM  12      -   0.99970305  x   0.99964473  =   0.99934789
 HN0852
 HN0852:                Primary Azimuth Mark                     Grid Az
 HN0852:SPC UT S     -  WHITE AZ MK                              186 05 48.7
 HN0852:UTM  12      -  WHITE AZ MK                              186 24 11.7
 HN0852
 HN0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG6026081486(NAD 83)
 HN0852
 HN0852|---------------------------------------------------------------------|
 HN0852| PID    Reference Object                     Distance      Geod. Az  |
 HN0852|                                                           dddmmss.s |
 HN0852| CM7289 WHITE RM 1                            3.057 METERS 09704     |
 HN0852| CM7288 WHITE AZ MK                                        1864920.9 |
 HN0852| CM7290 WHITE RM 2                            8.272 METERS 22307     |
 HN0852|---------------------------------------------------------------------|
 HN0852
 HN0852                          SUPERSEDED SURVEY CONTROL
 HN0852
 HN0852  NAD 83(1986)-  37 46 43.46282(N)    110 18 56.50464(W) AD(       ) 2
 HN0852  NAD 27      -  37 46 43.50107(N)    110 18 54.00746(W) AD(       ) 2
 HN0852  NGVD 29 (07/19/86) 1912.9    (m)         6276.     (f) VERT ANG       
 HN0852
 HN0852.Superseded values are not recommended for survey control.
 HN0852
 HN0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0852.See file dsdata.pdf to determine how the superseded data were derived.
 HN0852
 HN0852_MARKER: DB = BENCH MARK DISK
 HN0852_SETTING: 66 = SET IN ROCK OUTCROP
 HN0852_STAMPING: WHITE 1952
 HN0852_MARK LOGO: USGS
 HN0852_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0852+STABILITY: POSITION/ELEVATION WELL
 HN0852
 HN0852  HISTORY     - Date     Condition        Report By
 HN0852  HISTORY     - 1952     MONUMENTED       USGS
 HN0852  HISTORY     - 1963     GOOD             CGS
 HN0852
 HN0852                          STATION DESCRIPTION
 HN0852
 HN0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0852'THE STATION IS ON THE SOUTH RIM OF WHITE CANYON, ABOUT 7 MILES
 HN0852'EAST-SOUTHEAST OF THE HITE AIRSTRIP AND 7 MILES SOUTH-SOUTHWEST
 HN0852'OF THE MILLE CRAG BEND IN THE COLORADO RIVER.  IT IS ON A
 HN0852'HIGH CONE SHAPED PEAK OVER-LOOKING WHITE CANYON TO THE NORTH
 HN0852'AND EAST.
 HN0852'
 HN0852'TO REACH BY HELICOPTER FROM THE HITE AIRSTRIP, FLY EAST-SOUTHEASTERLY
 HN0852'ON A TRUE COURSE OF 110 DEGREES FOR ABOUT 7 MILES TO THE
 HN0852'NEAREST LANDING ON THE LOWER BENCH WHICH IS ABOUT 1/4 MILE
 HN0852'SOUTHEAST OF THE STATION.  PACK NORTH AND WEST UP STEEP SLOPE
 HN0852'TO SUMMIT AND THE STATION.  THIS IS ABOUT A 20 MINUTE PACK.
 HN0852'
 HN0852'THE STATION MARK, IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 HN0852'STAMPED WHITE 1952, CEMENTED IN A DRILL HOLE IN SANDSTONE
 HN0852'OUTCROP.  IT IS ABOUT 10 FEET SOUTH OF A LARGE BOULDER,
 HN0852'6-1/2 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE PEAK AND
 HN0852'3-1/2 FEET NORTH OF THE SOUTH EDGE.
 HN0852'
 HN0852'REFERENCE MARK 1, STAMPED NO 1 1952, IS A U.S. GEOLOGICAL
 HN0852'SURVEY REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A
 HN0852'SANDSTONE OUTCROP.  ABOUT 2 FEET SOUTHWEST OF THE NORTH EDGE
 HN0852'OF THE PEAK AND ABOUT 1 FOOT HIGHER THAN STATION.
 HN0852'
 HN0852'REFERENCE MARK 2, STAMPED NO 2 1952, IS A U.S. GEOLOGICAL
 HN0852'SURVEY REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A
 HN0852'SANDSTONE OUTCROP ABOUT 10 FEET LOWER THAN THE STATION.
 HN0852'
 HN0852'THE AZIMUTH MARK, STAMPED WHITE USGS 1963, IS A STANDARD
 HN0852'DISK CEMENTED IN A DRILL HOLE IN A LARGE OUTCROPPING SANDSTONE
 HN0852'CLIFF.  32 FEET NORTH OF THE SOUTH EDGE AND 7-1/2 FEET WEST
 HN0852'OF THE EAST EDGE OF THE CLIFF AND 3 FEET EAST OF A CAIRN
 HN0852'2-1/2 FEET HIGH.  THIS IS ABOUT A 25 MINUTE PACK SOUTHERLY
 HN0852'FROM THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0585 ***********************************************************************
 JM0585  DESIGNATION -  WHITE
 JM0585  PID         -  JM0585
 JM0585  STATE/COUNTY-  UT/GRAND
 JM0585  COUNTRY     -  US
 JM0585  USGS QUAD   -  DUBINKY WASH (2017)
 JM0585
 JM0585                         *CURRENT SURVEY CONTROL
 JM0585  ______________________________________________________________________
 JM0585* NAD 83(1994) POSITION- 38 38 34.75047(N) 109 56 09.97169(W)   ADJUSTED
 JM0585* NAVD 88 ORTHO HEIGHT -  1672.6   (meters)     5488.    (feet) VERTCON3
 JM0585  ______________________________________________________________________
 JM0585  GEOID HEIGHT    -        -20.741 (meters)                     GEOID18
 JM0585  LAPLACE CORR    -          2.46  (seconds)                    DEFLEC18
 JM0585  HORZ ORDER      -  THIRD
 JM0585
 JM0585.The horizontal coordinates were established by classical geodetic methods
 JM0585.and adjusted by the National Geodetic Survey in November 1997.
 JM0585
 JM0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0585
 JM0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0585.GEOID18 height accuracy estimate available here.
 JM0585
 JM0585.Click photographs - Photos may exist for this station.
 JM0585
 JM0585.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0585
 JM0585. The following values were computed from the NAD 83(1994) position.
 JM0585
 JM0585;                    North         East     Units Scale Factor Converg.
 JM0585;SPC UT C     - 2,035,569.610   636,161.383   MT  1.00011314   +1 00 06.5
 JM0585;SPC UT C     - 6,678,364.63  2,087,139.47   sFT  1.00011314   +1 00 06.5
 JM0585;UTM  12      - 4,277,696.423   592,587.031   MT  0.99970556   +0 39 51.9
 JM0585
 JM0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0585!SPC UT C     -   0.99974089  x   1.00011314  =   0.99985400
 JM0585!UTM  12      -   0.99974089  x   0.99970556  =   0.99944653
 JM0585
 JM0585:                Primary Azimuth Mark                     Grid Az
 JM0585:SPC UT C     -  SPRING                                   266 32 38.5
 JM0585:UTM  12      -  SPRING                                   266 52 53.1
 JM0585
 JM0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH9258777696(NAD 83)
 JM0585
 JM0585|---------------------------------------------------------------------|
 JM0585| PID    Reference Object                     Distance      Geod. Az  |
 JM0585|                                                           dddmmss.s |
 JM0585| JN0413 SPRING                              APPROX. 6.2 KM 2673245.0 |
 JM0585|---------------------------------------------------------------------|
 JM0585
 JM0585                          SUPERSEDED SURVEY CONTROL
 JM0585
 JM0585  NAD 83(1986)-  38 38 34.73839(N)    109 56 09.96937(W) AD(       ) 3
 JM0585  NAD 27      -  38 38 34.81475(N)    109 56 07.51809(W) AD(       ) 3
 JM0585  NGVD 29 (07/19/86) 1671.5    (m)         5484.     (f) VERT ANG       
 JM0585
 JM0585.Superseded values are not recommended for survey control.
 JM0585
 JM0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0585.See file dsdata.pdf to determine how the superseded data were derived.
 JM0585
 JM0585_MARKER: DD = SURVEY DISK
 JM0585_SETTING: 66 = SET IN ROCK OUTCROP
 JM0585_STAMPING: WHITE 1951
 JM0585_MARK LOGO: USGS
 JM0585_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0585+STABILITY: POSITION/ELEVATION WELL
 JM0585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0585+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2009
 JM0585
 JM0585  HISTORY     - Date     Condition        Report By
 JM0585  HISTORY     - 1951     MONUMENTED       USGS
 JM0585  HISTORY     - 20091128 GOOD             GEOCAC
 JM0585
 JM0585                          STATION DESCRIPTION
 JM0585
 JM0585'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JM0585'LOCATED ABOUT 30 MI. N. OF THE JUNCTION OF THE GREEN AND COLORADO
 JM0585'RIVERS, 6.5 MI. ESE. FROM JUNCTION OF TEN MILE CANYON AND GREEN RIVER,
 JM0585'4 MI. ENE. OF THE N. END OF BOW KNOT IN THE GREEN RIVER AND 0.5 MI.
 JM0585'NW. OF A SMALL AIRSTRIP, ON THE HIGHEST POINT OF A LARGE BUFF COLORED
 JM0585'ROCK OUTCROP.
 JM0585'
 JM0585'REACHED BY HELICOPTER.
 JM0585'
 JM0585'STATION MARK - STANDARD TABLET STAMPED ---WHITE 1951--- CEMENTED IN
 JM0585'SOLID ROCK.
 JM0585'
 JM0585'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.1
 JM0585'1951--- CEMENTED IN SOLID ROCK, 29.9 FT. FROM STATION MARK,
 JM0585'S 44 DEG 30 MIN W.
 JM0585'
 JM0585'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.2
 JM0585'1951--- CEMENTED IN SOLID ROCK, 11.9 FT. FROM STATION MARK,
 JM0585'N 02 DEG 24 MIN W.
 JM0585
 JM0585                          STATION RECOVERY (2009)
 JM0585
 JM0585'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0585'RM 1 AND RM 2 ALSO FOUND. GOOD 2WD ROAD ACCESS TO ONE HALF MILE EAST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AB5696 ***********************************************************************
 AB5696  DESIGNATION -  WHITE
 AB5696  PID         -  AB5696
 AB5696  STATE/COUNTY-  UT/UINTAH
 AB5696  COUNTRY     -  US
 AB5696  USGS QUAD   -  OURAY SE (2017)
 AB5696
 AB5696                         *CURRENT SURVEY CONTROL
 AB5696  ______________________________________________________________________
 AB5696* NAD 83(1994) POSITION- 40 05 55.79510(N) 109 36 19.35624(W)   ADJUSTED
 AB5696* NAVD 88 ORTHO HEIGHT -  1506.3   (meters)     4942.    (feet) VERTCON3
 AB5696  ______________________________________________________________________
 AB5696  GEOID HEIGHT    -        -18.084 (meters)                     GEOID18
 AB5696  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 AB5696  HORZ ORDER      -  THIRD
 AB5696
 AB5696.The horizontal coordinates were established by classical geodetic methods
 AB5696.and adjusted by the National Geodetic Survey in November 1997.
 AB5696
 AB5696.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB5696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB5696
 AB5696.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5696.GEOID18 height accuracy estimate available here.
 AB5696
 AB5696.Click photographs - Photos may exist for this station.
 AB5696
 AB5696.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB5696
 AB5696. The following values were computed from the NAD 83(1994) position.
 AB5696
 AB5696;                    North         East     Units Scale Factor Converg.
 AB5696;SPC UT C     - 2,197,715.016   661,528.978   MT  0.99990940   +1 12 49.2
 AB5696;SPC UT C     - 7,210,336.68  2,170,366.32   sFT  0.99990940   +1 12 49.2
 AB5696;UTM  12      - 4,439,658.660   618,874.843   MT  0.99977396   +0 53 54.2
 AB5696
 AB5696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5696!SPC UT C     -   0.99976659  x   0.99990940  =   0.99967601
 AB5696!UTM  12      -   0.99976659  x   0.99977396  =   0.99954060
 AB5696
 AB5696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK1887439658(NAD 83)
 AB5696
 AB5696                          SUPERSEDED SURVEY CONTROL
 AB5696
 AB5696  NAD 83(1993)-  40 05 55.79146(N)    109 36 19.35168(W) AD(       ) 3
 AB5696  NAD 83(1986)-  40 05 55.77202(N)    109 36 19.34567(W) AD(       ) 3
 AB5696  NGVD 29 (07/31/96) 1505.2    (m)         4938.     (f) VERT ANG       
 AB5696
 AB5696.Superseded values are not recommended for survey control.
 AB5696
 AB5696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5696.See file dsdata.pdf to determine how the superseded data were derived.
 AB5696
 AB5696_MARKER: Z = SEE DESCRIPTION
 AB5696_SETTING: 0 = UNSPECIFIED SETTING
 AB5696
 AB5696  HISTORY     - Date     Condition        Report By
 AB5696  HISTORY     - 1913     MONUMENTED       USGS
 AB5696
 AB5696                          STATION DESCRIPTION
 AB5696
 AB5696'DESCRIBED BY US GEOLOGICAL SURVEY 1913
 AB5696'LOCATED ABOUT 4 MI. E. OF OURAY, ABOUT 2 MI. N. OF WHITE RIVER AND
 AB5696'ABOUT 2 MI. SE. OF GREEN RIVER ON THE HIGH POINT AND E. END OF A
 AB5696'PROMINENT BLUFF.
 AB5696'TO REACH FROM OURAY, GO S. 0.2 MI. TO BRIDGE OVER GREEN RIVER, PASS
 AB5696'OVER BRIDGE AND TURN LEFT ON DIRT RD., GO E. 0.6 MI. TO Y-FORK, TAKE
 AB5696'LEFT FORK AND DRIVE 1 MI. TO SIDE RD. ON RIGHT, PROCEED RIGHT ON TRACK
 AB5696'RD. FOR 1.5 MI. TO CEMETERY ON LEFT, CONTINUE FOR 1.1 MI. TO END OF
 AB5696'RD. AT E. POINT OF BLUFF AND STATION.
 AB5696'STATION MARK--STANDARD TABLET STAMPED---WHITE 4945---, CEMENTED IN
 AB5696'ROCK EVEN WITH GROUND.  (---WHITE---STAMPED ON TABLET IN 1963).
 AB5696'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK STAMPED---WHITE NO 1
 AB5696'1963---, CEMENTED IN BURIED ROCK PROJECTING 0.1 FT., 22.20 FT. FROM
 AB5696'STATION AND LEVEL 115 DEGREES 17 MINUTES SE.
 AB5696'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK STAMPED---WHITE NO 2
 AB5696'1963---, CEMENTED IN BURIED ROCK PROJECTING 0.1 FT., 23.18 FT. FROM
 AB5696'STATION AND LEVEL 205 DEGREES 49 MINUTES SW.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0031 ***********************************************************************
 HN0031  DESIGNATION -  WHITE CANYON RM 1
 HN0031  PID         -  HN0031
 HN0031  STATE/COUNTY-  UT/SAN JUAN
 HN0031  COUNTRY     -  US
 HN0031  USGS QUAD   -  COPPER POINT (2017)
 HN0031
 HN0031                         *CURRENT SURVEY CONTROL
 HN0031  ______________________________________________________________________
 HN0031* NAD 83(1986) POSITION- 37 48 05.     (N) 110 22 18.     (W)   SCALED
 HN0031* NAVD 88 ORTHO HEIGHT -  1125.049 (meters)     3691.10  (feet) ADJUSTED
 HN0031  ______________________________________________________________________
 HN0031  GEOID HEIGHT    -        -21.180 (meters)                     GEOID18
 HN0031  DYNAMIC HEIGHT  -       1123.871 (meters)     3687.23  (feet) COMP
 HN0031  MODELED GRAVITY -    979,545.8   (mgal)                       NAVD 88
 HN0031
 HN0031  VERT ORDER      -  FIRST     CLASS II
 HN0031
 HN0031.The horizontal coordinates were scaled from a map and have
 HN0031.an estimated accuracy of +/- 6 seconds.
 HN0031
 HN0031.The orthometric height was determined by differential leveling and
 HN0031.adjusted by the NATIONAL GEODETIC SURVEY
 HN0031.in June 1991.
 HN0031
 HN0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0031.GEOID18 height accuracy estimate available here.
 HN0031
 HN0031.Click photographs - Photos may exist for this station.
 HN0031
 HN0031.The dynamic height is computed by dividing the NAVD 88
 HN0031.geopotential number by the normal gravity value computed on the
 HN0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0031.degrees latitude (g = 980.6199 gals.).
 HN0031
 HN0031.The modeled gravity was interpolated from observed gravity values.
 HN0031
 HN0031;                    North         East    Units  Estimated Accuracy
 HN0031;SPC UT S     - 3,126,540.      599,360.      MT  (+/- 180 meters Scaled)
 HN0031
 HN0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG553839(NAD 83)
 HN0031
 HN0031                          SUPERSEDED SURVEY CONTROL
 HN0031
 HN0031  NGVD 29 (??/??/92) 1124.076  (m)         3687.91   (f) ADJ UNCH    1 2
 HN0031
 HN0031.Superseded values are not recommended for survey control.
 HN0031
 HN0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0031.See file dsdata.pdf to determine how the superseded data were derived.
 HN0031
 HN0031_MARKER: DD = SURVEY DISK
 HN0031_SETTING: 66 = SET IN ROCK OUTCROP
 HN0031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0031+STABILITY: POSITION/ELEVATION WELL
 HN0031
 HN0031  HISTORY     - Date     Condition        Report By
 HN0031  HISTORY     - UNK      MONUMENTED       USGS
 HN0031  HISTORY     - 1958     GOOD             CGS
 HN0031  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0031  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0031
 HN0031                          STATION DESCRIPTION
 HN0031
 HN0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0031'20.1 MI NW FROM FRY CANYON.
 HN0031'ABOUT 20.1 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0031'AT FRY CANYON, 0.05 MILE SOUTHWEST AND UP WHITE CANYON WASH FROM THE
 HN0031'CENTER OF THE HIGHWAY CROSSING, 80 YARDS WEST AND ACROSS THE CANYON
 HN0031'FROM THE CENTER LINE OF THE HIGHWAY, 4.9 FEET SOUTH OF THE FLOAT WELL
 HN0031'OF THE GAGING STATION, IN THE TOP OF A LEDGE, 3 1/2 FEET ABOVE THE
 HN0031'BOTTOM OF THE WASH.
 HN0031
 HN0031                          STATION RECOVERY (1982)
 HN0031
 HN0031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0031'MARK NOT FOUND.
 HN0031
 HN0031                          STATION RECOVERY (1982)
 HN0031
 HN0031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0031'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0032 ***********************************************************************
 HN0032  DESIGNATION -  WHITE CANYON RM 2
 HN0032  PID         -  HN0032
 HN0032  STATE/COUNTY-  UT/SAN JUAN
 HN0032  COUNTRY     -  US
 HN0032  USGS QUAD   -  COPPER POINT (2017)
 HN0032
 HN0032                         *CURRENT SURVEY CONTROL
 HN0032  ______________________________________________________________________
 HN0032* NAD 83(1986) POSITION- 37 48 05.     (N) 110 22 18.     (W)   SCALED
 HN0032* NAVD 88 ORTHO HEIGHT -  1124.955 (meters)     3690.79  (feet) ADJUSTED
 HN0032  ______________________________________________________________________
 HN0032  GEOID HEIGHT    -        -21.180 (meters)                     GEOID18
 HN0032  DYNAMIC HEIGHT  -       1123.778 (meters)     3686.93  (feet) COMP
 HN0032  MODELED GRAVITY -    979,545.8   (mgal)                       NAVD 88
 HN0032
 HN0032  VERT ORDER      -  FIRST     CLASS II
 HN0032
 HN0032.The horizontal coordinates were scaled from a map and have
 HN0032.an estimated accuracy of +/- 6 seconds.
 HN0032
 HN0032.The orthometric height was determined by differential leveling and
 HN0032.adjusted by the NATIONAL GEODETIC SURVEY
 HN0032.in June 1991.
 HN0032
 HN0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0032.GEOID18 height accuracy estimate available here.
 HN0032
 HN0032.Click photographs - Photos may exist for this station.
 HN0032
 HN0032.The dynamic height is computed by dividing the NAVD 88
 HN0032.geopotential number by the normal gravity value computed on the
 HN0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0032.degrees latitude (g = 980.6199 gals.).
 HN0032
 HN0032.The modeled gravity was interpolated from observed gravity values.
 HN0032
 HN0032;                    North         East    Units  Estimated Accuracy
 HN0032;SPC UT S     - 3,126,540.      599,360.      MT  (+/- 180 meters Scaled)
 HN0032
 HN0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG553839(NAD 83)
 HN0032
 HN0032                          SUPERSEDED SURVEY CONTROL
 HN0032
 HN0032  NGVD 29 (??/??/92) 1123.983  (m)         3687.60   (f) ADJ UNCH    1 2
 HN0032
 HN0032.Superseded values are not recommended for survey control.
 HN0032
 HN0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0032.See file dsdata.pdf to determine how the superseded data were derived.
 HN0032
 HN0032_MARKER: DD = SURVEY DISK
 HN0032_SETTING: 66 = SET IN ROCK OUTCROP
 HN0032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0032+STABILITY: POSITION/ELEVATION WELL
 HN0032
 HN0032  HISTORY     - Date     Condition        Report By
 HN0032  HISTORY     - UNK      MONUMENTED       USGS
 HN0032  HISTORY     - 1958     GOOD             CGS
 HN0032
 HN0032                          STATION DESCRIPTION
 HN0032
 HN0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0032'20.1 MI NW FROM FRY CANYON.
 HN0032'ABOUT 20.1 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE
 HN0032'AT FRY CANYON, 0.05 MILE SOUTHWEST AND UP WHITE CANYON WASH FROM THE
 HN0032'CENTER OF THE HIGHWAY CROSSING, 80 YARDS WEST AND ACROSS THE WASH FROM
 HN0032'THE CENTER LINE OF THE HIGHWAY, 29 FEET SOUTH OF THE FLOAT WELL OF THE
 HN0032'GAGING STATION, IN THE TOP OF A SANDSTONE LEDGE AND ABOUT 2 1/2 FEET
 HN0032'ABOVE THE BOTTOM OF THE WASH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0553 ***********************************************************************
 HO0553  DESIGNATION -  WHITE CLIFF
 HO0553  PID         -  HO0553
 HO0553  STATE/COUNTY-  UT/KANE
 HO0553  COUNTRY     -  US
 HO0553  USGS QUAD   -  NEPHI POINT (2017)
 HO0553
 HO0553                         *CURRENT SURVEY CONTROL
 HO0553  ______________________________________________________________________
 HO0553* NAD 83(1994) POSITION- 37 12 46.39066(N) 112 14 30.39940(W)   ADJUSTED
 HO0553* NAVD 88 ORTHO HEIGHT -  2257.2   (meters)     7405.    (feet) VERTCON3
 HO0553  ______________________________________________________________________
 HO0553  GEOID HEIGHT    -        -21.659 (meters)                     GEOID18
 HO0553  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 HO0553  HORZ ORDER      -  FIRST
 HO0553
 HO0553.The horizontal coordinates were established by classical geodetic methods
 HO0553.and adjusted by the National Geodetic Survey in November 1997.
 HO0553
 HO0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0553
 HO0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0553.GEOID18 height accuracy estimate available here.
 HO0553
 HO0553.Click photographs - Photos may exist for this station.
 HO0553
 HO0553.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0553
 HO0553. The following values were computed from the NAD 83(1994) position.
 HO0553
 HO0553;                    North         East     Units Scale Factor Converg.
 HO0553;SPC UT S     - 3,060,882.488   434,158.315   MT  1.00000065   -0 27 16.1
 HO0553;SPC UT S     -10,042,245.30  1,424,401.07   sFT  1.00000065   -0 27 16.1
 HO0553;UTM  12      - 4,119,211.130   389,817.968   MT  0.99974955   -0 45 03.9
 HO0553
 HO0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0553!SPC UT S     -   0.99964931  x   1.00000065  =   0.99964996
 HO0553!UTM  12      -   0.99964931  x   0.99974955  =   0.99939895
 HO0553
 HO0553:                Primary Azimuth Mark                     Grid Az
 HO0553:SPC UT S     -  WHITE CLIFF AZ MK                        295 13 51.6
 HO0553:UTM  12      -  WHITE CLIFF AZ MK                        295 31 39.4
 HO0553
 HO0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG8981719211(NAD 83)
 HO0553
 HO0553|---------------------------------------------------------------------|
 HO0553| PID    Reference Object                     Distance      Geod. Az  |
 HO0553|                                                           dddmmss.s |
 HO0553| CH4546 WHITE CLIFF RM 1                     10.037 METERS 02326     |
 HO0553| HO0540 MOLLIES NIPPLE                      APPROX.17.8 KM 0684116.6 |
 HO0553| CH4547 WHITE CLIFF RM 2                      9.013 METERS 15329     |
 HO0553| CH4545 WHITE CLIFF AZ MK                                  2944635.5 |
 HO0553|---------------------------------------------------------------------|
 HO0553
 HO0553                          SUPERSEDED SURVEY CONTROL
 HO0553
 HO0553  NAD 83(1992)-  37 12 46.38986(N)    112 14 30.40003(W) AD(       ) 1
 HO0553  NAD 83(1986)-  37 12 46.38813(N)    112 14 30.39903(W) AD(       ) 1
 HO0553  NAD 27      -  37 12 46.46300(N)    112 14 27.70500(W) AD(       ) 1
 HO0553  NGVD 29 (07/19/86) 2256.0    (m)         7402.     (f) VERT ANG       
 HO0553
 HO0553.Superseded values are not recommended for survey control.
 HO0553
 HO0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0553.See file dsdata.pdf to determine how the superseded data were derived.
 HO0553
 HO0553_MARKER: DS = TRIANGULATION STATION DISK
 HO0553_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HO0553_STAMPING: WHITE CLIFF 1938
 HO0553_MARK LOGO: CGS
 HO0553_MAGNETIC: P = MARKER IS A STEEL PIPE
 HO0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HO0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0553+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2020
 HO0553
 HO0553  HISTORY     - Date     Condition        Report By
 HO0553  HISTORY     - 1938     MONUMENTED       CGS
 HO0553  HISTORY     - 1953     GOOD             CGS
 HO0553  HISTORY     - 1964     GOOD             USGS
 HO0553  HISTORY     - 20201122 GOOD             PEAKBG
 HO0553
 HO0553                          STATION DESCRIPTION
 HO0553
 HO0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HO0553'STATION IS IN KANE COUNTY IN THE SOUTHERN PART OF UTAH, ABOUT
 HO0553'16 MILES AIRLINE NORTH OF THE ARIZONA STATE LINE AND ABOUT 20
 HO0553'MILES AIRLINE NE OF KANAB, BETWEEN JOHNSON CREEK AND PARIA
 HO0553'RIVER ON THE RIM OF HIGH PROMINENT, CLIFFS KNOWN AS WHITE
 HO0553'CLIFFS WHICH ARE FACING SE.  LOOKING UP THE MESA FROM THE
 HO0553'NW THE STATION IS ON THE SOUTHWEST EDGE OF THE WEST ONE OF
 HO0553'THREE OBLONG CEDAR AND SAGE COVERED RIDGES.  THERE IS A SMALL
 HO0553'CEDAR COVERED KNOLL SEEN LOWER AND JUST TO THE RIGHT WHICH IS
 HO0553'THE END OF TRUCK TRAVEL.  THE STATION IS THE HIGHEST POINT
 HO0553'SURROUNDED BY CEDARS AND ABOUT 150 FEET N OF EXTREME POINT
 HO0553'OF MESA AND ABOUT 120 FEET NORTH OF A SMALL ROCK CAIRN.
 HO0553'
 HO0553'REACHED FROM KANAB BY THE JOHNSON ROAD E FROM JUNCTION WITH
 HO0553'U.S. 89 8.0 MILES.  THENCE LEFT FORK, GRADED ROAD, UP JOHNSON
 HO0553'CREEK CANYON, NORTH, 17.2 MILES.  THENCE RIGHT FORK, LESSER
 HO0553'ROAD, NE, 3.0 MILES.  THENCE RIGHT FORK 0.3 MILE TO A POINT
 HO0553'OPPOSITE RANCH HOUSE TO THE RIGHT.  KEEP LEFT FORK 0.5 MILE
 HO0553'TO GATE.  THENCE CONTINUE NE ON MAIN ROAD 3.3 MILES.  THENCE
 HO0553'RIGHT FORK, SANDY TRAIL, WHICH LEADS E AND S 5.3 MILES.  THENCE
 HO0553'RIGHT FORK, MAIN TRAVELED ROAD, S 0.45 MILE.  THENCE LEFT
 HO0553'FORK (RIGHT FORK LEADS TO WATER TROUGH 1/4 MILE) S 2.3 MILES.
 HO0553'THENCE LEFT FORK 0.05 MILE.  THENCE FORK, DIM TRAIL, 0.15
 HO0553'MILE TO END OF TRUCK TRVEL AT OLD WIRE FENCE AND CAMP SITE
 HO0553'AT HEAD OF CANYON OPENING SE.  STATION IS ON HIGH HEADLAND
 HO0553'ABOUT 0.8 MILE BEARING 100 DEG MAGNETIC FRM ETT.  PACK
 HO0553'AROUND HEAD OF CANYON AND FOLLOW NEAR RIM TO HIGHEST POINT
 HO0553'OF MESA AND STATION.
 HO0553'
 HO0553'STATION IS ABOUT 45 MINUTES FROM ETT.
 HO0553'
 HO0553'NOTE--ALL MARKS ARE STANDARD BRONZE DISKS SET IN 2-INCH IRON
 HO0553'PIPES.
 HO0553'
 HO0553'THE AZIMUTH MARK IS SET IN A SMALL CLEARING ON THE EASTERN
 HO0553'PART OF THE CEDAR COVERED RIDGE ABOUT 300 FEET SSW FROM THE
 HO0553'END OF TRUCK TRAVEL.
 HO0553'
 HO0553'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HO0553
 HO0553                          STATION RECOVERY (1953)
 HO0553
 HO0553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 HO0553'DESCRIPTION ADEQUATE.  STATION MARK STAMPED WHITE CLIFF 1938,
 HO0553'AZIMUTH MARK STAMPED WHITE CLIFF 1938, REFERENCE MARK 1 STAMPED
 HO0553'WHITE CLIFF NO 1 1938 AND REFERENCE MARK STAMPED WHITE CLIFF
 HO0553'NO 2 1938 WERE RECOVERED AS DESCRIBED.
 HO0553
 HO0553                          STATION RECOVERY (1964)
 HO0553
 HO0553'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 HO0553'RECOVERED.
 HO0553'
 HO0553'STATION MARK--STANDARD BRONZE DISK, SET IN 2 IN. IRON PIPE, STAMPED
 HO0553'---WHITE CLIFF 1938---.
 HO0553
 HO0553                          STATION RECOVERY (2020)
 HO0553
 HO0553'RECOVERY NOTE BY PEAK BAGGER 2020 (TWG)
 HO0553'TO REACH FROM KANAB UTAH, GO EAST ON US 89 AND TURN NORTH ONTO JOHNSON
 HO0553'CANYON ROAD.  TAKE JOHNSON CANYON ROAD FOR 16.1 MI (25.9 KM) AND TURN
 HO0553'RIGHT ONTO A DIRT ROAD.  GO 6.3 MI (10.1 KM) THEN TURN RIGHT ONTO A
 HO0553'LESSER DIRT ROAD, SIGNED TIMBER MOUNTAIN 8 MI (12.9 KM) AND GO 7.3 MI
 HO0553'(11.7 KM).  TURN LEFT ONTO A 4WD TRACK AND GO TO THE END OF THE ROAD
 HO0553'ABOUT 1.5 MI (2.4 KM).  FROM HERE HIKE SOUTH ALONG THE RIDGE FOLLOWING
 HO0553'GAME TRAILS FOR ABOUT 0.75 MI (1.21 KM) TO THE END OF THE RIDGE AND
 HO0553'THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0688 ***********************************************************************
 LN0688  DESIGNATION -  WHITEROCKS
 LN0688  PID         -  LN0688
 LN0688  STATE/COUNTY-  UT/UINTAH
 LN0688  COUNTRY     -  US
 LN0688  USGS QUAD   -  PARADISE PARK (2017)
 LN0688
 LN0688                         *CURRENT SURVEY CONTROL
 LN0688  ______________________________________________________________________
 LN0688* NAD 83(1994) POSITION- 40 38 44.63475(N) 109 56 14.27897(W)   ADJUSTED
 LN0688* NAVD 88 ORTHO HEIGHT -  3078.5   (meters)    10100.    (feet) VERTCON3
 LN0688  ______________________________________________________________________
 LN0688  GEOID HEIGHT    -        -13.617 (meters)                     GEOID18
 LN0688  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 LN0688  HORZ ORDER      -  SECOND
 LN0688
 LN0688.The horizontal coordinates were established by classical geodetic methods
 LN0688.and adjusted by the National Geodetic Survey in November 1997.
 LN0688
 LN0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0688
 LN0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0688.GEOID18 height accuracy estimate available here.
 LN0688
 LN0688.Click photographs - Photos may exist for this station.
 LN0688
 LN0688.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0688
 LN0688. The following values were computed from the NAD 83(1994) position.
 LN0688
 LN0688;                    North         East     Units Scale Factor Converg.
 LN0688;SPC UT C     - 2,257,884.322   632,172.666   MT  0.99999894   +1 00 03.7
 LN0688;SPC UT C     - 7,407,742.15  2,074,053.16   sFT  0.99999894   +1 00 03.7
 LN0688;UTM  12      - 4,499,973.962   589,852.338   MT  0.99969937   +0 41 32.2
 LN0688
 LN0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0688!SPC UT C     -   0.99951946  x   0.99999894  =   0.99951840
 LN0688!UTM  12      -   0.99951946  x   0.99969937  =   0.99921897
 LN0688
 LN0688:                Primary Azimuth Mark                     Grid Az
 LN0688:SPC UT C     -  ICE CAVE PEAK                            151 31 43.5
 LN0688:UTM  12      -  ICE CAVE PEAK                            151 50 15.0
 LN0688
 LN0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK8985299973(NAD 83)
 LN0688
 LN0688|---------------------------------------------------------------------|
 LN0688| PID    Reference Object                     Distance      Geod. Az  |
 LN0688|                                                           dddmmss.s |
 LN0688| CP6026 WHITEROCKS RM 1                       7.754 METERS 10605     |
 LN0688| LN0687 ICE CAVE PEAK                       APPROX. 4.8 KM 1523147.2 |
 LN0688| CP6027 WHITEROCKS RM 2                       5.249 METERS 23118     |
 LN0688|---------------------------------------------------------------------|
 LN0688
 LN0688                          SUPERSEDED SURVEY CONTROL
 LN0688
 LN0688  NAD 83(1993)-  40 38 44.63453(N)    109 56 14.27992(W) AD(       ) 2
 LN0688  NAD 83(1986)-  40 38 44.61490(N)    109 56 14.26693(W) AD(       ) 2
 LN0688  NAD 27      -  40 38 44.78200(N)    109 56 11.71700(W) AD(       ) 2
 LN0688  NGVD 29 (07/19/86) 3076.9    (m)        10095.     (f) VERT ANG       
 LN0688
 LN0688.Superseded values are not recommended for survey control.
 LN0688
 LN0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0688.See file dsdata.pdf to determine how the superseded data were derived.
 LN0688
 LN0688_MARKER: DS = TRIANGULATION STATION DISK
 LN0688_SETTING: 80 = SET IN A BOULDER
 LN0688_STAMPING: WHITEROCKS 1946
 LN0688_MARK LOGO: CGS
 LN0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0688+STABILITY: SURFACE MOTION
 LN0688
 LN0688  HISTORY     - Date     Condition        Report By
 LN0688  HISTORY     - 1946     MONUMENTED       CGS
 LN0688  HISTORY     - 1961     GOOD             CGS
 LN0688
 LN0688                          STATION DESCRIPTION
 LN0688
 LN0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0688'THE STATION IS LOCATED ABOUT 15.5 MILES AIR LINE NORTHEAST
 LN0688'OF NEOLA AND ABOUT 12.5 MILES AIR LINE NORTH OF THE WHITEROCKS
 LN0688'SETTLEMENT ON A SMALL WOODED KNOLL AT THE SOUTH END OF A
 LN0688'RIDGE BETWEEN PARADISE CREEK AND WHITEROCKS RIVER.  THE
 LN0688'STATION MARK IS A BRONZE DISK, SET ON HIGHEST POINT OF KNOLL
 LN0688'16 FEET NORTHWEST OF A TRIANGULAR BLAZED TREE.  IT PROJECTS
 LN0688'14 INCHES AND IS STAMPED--WHITEROCKS 1946.
 LN0688'
 LN0688'REFERENCE MARK NO. 1 IS A BRONZE DISK, PROJECTS 12 INCHES,
 LN0688'IS 12 INCHES LOWER THAN THE STATION MARK AND IS STAMPED--WHITEROCKS
 LN0688'NO 1 1946.
 LN0688'
 LN0688'REFERENCE MARK NO. 2 IS A BRONZE DISK, PROJECTS 12 INCHES,
 LN0688'IS 12 INCHES LOWER THAN THE STATION MARK AND IS STAMPED--WHITEROCKS
 LN0688'NO 2 1946.
 LN0688'
 LN0688'TO REACH THE STATION FROM THE POST OFFICE IN LA POINT.  GO
 LN0688'EAST ON STATE HIGHWAY 121, 0.6 MILE TO A CROSSROAD.  TURN
 LN0688'LEFT, FOLLOW MAIN TRAVELED ROAD 5.1 MILES TO A REVERSE Y,
 LN0688'CONTINUE ON MAIN ROAD TO RIGHT, 1.9 MILES TO A ROAD LEFT.
 LN0688'TURN LEFT, GO 3.0 MILES TO A REVERSE Y.  CONTINUE ON MAIN ROAD,
 LN0688'TO RIGHT, 5.6 MILES TO A CATTLE GUARD AND A SIGN, ASHLEY
 LN0688'NATIONAL FOREST.  CONTINUE ON MAIN ROAD 9.7 MILES TO A ROAD
 LN0688'LEFT AT PARADISE PARK RANGER STATION.  TURN LEFT, GO 0.05 MILE
 LN0688'TO A ROAD LEFT.  TURN LEFT, GO SOUTH 0.3 MILE TO JUNCTION OF
 LN0688'THREE ROADS AT EDGE OF TIMBER.  CONTINUE ON MIDDLE ROAD 0.1
 LN0688'MILE TO A ROAD RIGHT.  TURN RIGHT, GO WESTERLY 0.8 MILE TO
 LN0688'A ROAD LEFT.  TURN LEFT, PASS OLD CABIN, GO 0.4 MILE TO END
 LN0688'OF ROAD AND END OF TRUCK TRAVEL.  FROM HERE WALK SOUTHWEST
 LN0688'TO TOP OF KNOLL AT SOUTH END OF RIDGE AND STATION.  A 45
 LN0688'MINUTE PACK.
 LN0688
 LN0688                          STATION RECOVERY (1961)
 LN0688
 LN0688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RLG)
 LN0688'STATION AND MARKS WERE FOUND AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0699 ***********************************************************************
 MS0699  DESIGNATION -  WHITES
 MS0699  PID         -  MS0699
 MS0699  STATE/COUNTY-  UT/BOX ELDER
 MS0699  COUNTRY     -  US
 MS0699  USGS QUAD   -  BLIND SPRINGS (2017)
 MS0699
 MS0699                         *CURRENT SURVEY CONTROL
 MS0699  ______________________________________________________________________
 MS0699* NAD 83(1994) POSITION- 41 48 49.81324(N) 112 20 56.70622(W)   ADJUSTED
 MS0699* NAVD 88 ORTHO HEIGHT -  1590.4   (meters)     5218.    (feet) VERTCON3
 MS0699  ______________________________________________________________________
 MS0699  GEOID HEIGHT    -        -15.143 (meters)                     GEOID18
 MS0699  LAPLACE CORR    -          1.27  (seconds)                    DEFLEC18
 MS0699  HORZ ORDER      -  THIRD
 MS0699
 MS0699.The horizontal coordinates were established by classical geodetic methods
 MS0699.and adjusted by the National Geodetic Survey in November 1997.
 MS0699
 MS0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0699
 MS0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0699.GEOID18 height accuracy estimate available here.
 MS0699
 MS0699.Click photographs - Photos may exist for this station.
 MS0699
 MS0699.The Laplace correction was computed from DEFLEC18 derived deflections.
 MS0699
 MS0699. The following values were computed from the NAD 83(1994) position.
 MS0699
 MS0699;                    North         East     Units Scale Factor Converg.
 MS0699;SPC UT N     - 1,164,760.757   429,448.751   MT  1.00000509   -0 33 35.5
 MS0699;SPC UT N     - 3,821,385.92  1,408,949.78   sFT  1.00000509   -0 33 35.5
 MS0699;UTM  12      - 4,629,986.720   387,945.754   MT  0.99975451   -0 53 58.4
 MS0699
 MS0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0699!SPC UT N     -   0.99975300  x   1.00000509  =   0.99975808
 MS0699!UTM  12      -   0.99975300  x   0.99975451  =   0.99950757
 MS0699
 MS0699:                Primary Azimuth Mark                     Grid Az
 MS0699:SPC UT N     -  WEST                                     009 16 38.9
 MS0699:UTM  12      -  WEST                                     009 37 01.8
 MS0699
 MS0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM8794529986(NAD 83)
 MS0699
 MS0699|---------------------------------------------------------------------|
 MS0699| PID    Reference Object                     Distance      Geod. Az  |
 MS0699|                                                           dddmmss.s |
 MS0699| MS0697 WEST                                APPROX.13.0 KM 0084303.4 |
 MS0699| CM6766 WHITES RM 2                          11.516 METERS 09938     |
 MS0699| CM6765 WHITES RM 1                          11.476 METERS 28833     |
 MS0699|---------------------------------------------------------------------|
 MS0699
 MS0699                          SUPERSEDED SURVEY CONTROL
 MS0699
 MS0699  NAD 83(1993)-  41 48 49.81001(N)    112 20 56.69595(W) AD(       ) 3
 MS0699  NAD 83(1986)-  41 48 49.80580(N)    112 20 56.69290(W) AD(       ) 3
 MS0699  NAD 27      -  41 48 50.07374(N)    112 20 53.83260(W) AD(       ) 3
 MS0699  NGVD 29 (07/19/86) 1589.3    (m)         5214.     (f) VERT ANG       
 MS0699
 MS0699.Superseded values are not recommended for survey control.
 MS0699
 MS0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0699.See file dsdata.pdf to determine how the superseded data were derived.
 MS0699
 MS0699_MARKER: DD = SURVEY DISK
 MS0699_SETTING: 0 = UNSPECIFIED SETTING
 MS0699
 MS0699  HISTORY     - Date     Condition        Report By
 MS0699  HISTORY     - 1968     MONUMENTED       USGS
 MS0699
 MS0699                          STATION DESCRIPTION
 MS0699
 MS0699'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JAB)
 MS0699'LOCATED ABOUT 9.0 MI. W. OF AND ABOUT 7.0 MI. N. OF TREMONTON.
 MS0699'ABOUT 100 FT. N. OF U.S. HIGHWAY 30S., JUST S. OF THE RIGHT-OF-WAY
 MS0699'FENCE.
 MS0699'
 MS0699'TO REACH FROM THE SIGNAL LIGHT IN TREMONTON, DRIVE W. ON U.S.
 MS0699'HIGHWAY 30S FOR 13.7 MI. TO BEGINNING OF FREEWAY.  STATION IS N.
 MS0699'OF HIGHWAY AND JUST S. OF FENCE.
 MS0699'
 MS0699'STATION MARK--A STANDARD USGS STATION MARK STAMPED WHITES 1968
 MS0699'SET ON A COPPERWELD ROD PROJECTING 0.2 FT. ABOVE THE GROUND.
 MS0699'
 MS0699'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 MS0699'NO 1 1968 SET ON A COPPERWELD ROD PROJECTING ABOUT 0.2 FT. ABOVE
 MS0699'GROUND AND ABOUT 1.0 FT. ABOVE THE STATION.
 MS0699'
 MS0699'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 MS0699'NO 2 1968 SET ON A COPPERWELD ROD PROJECTING ABOUT 0.2 FT. ABOVE
 MS0699'GROUND AND ABOUT 1.0 FT. LOWER THAN THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1033 ***********************************************************************
 LO1033  DESIGNATION -  WIDDOP
 LO1033  PID         -  LO1033
 LO1033  STATE/COUNTY-  UT/SUMMIT
 LO1033  COUNTRY     -  US
 LO1033  USGS QUAD   -  HOOP LAKE (2017)
 LO1033
 LO1033                         *CURRENT SURVEY CONTROL
 LO1033  ______________________________________________________________________
 LO1033* NAD 83(1994) POSITION- 40 57 42.52125(N) 110 04 10.48065(W)   ADJUSTED
 LO1033* NAVD 88 ORTHO HEIGHT -  2882.2   (meters)     9456.    (feet) VERTCON3
 LO1033  ______________________________________________________________________
 LO1033  GEOID HEIGHT    -        -12.916 (meters)                     GEOID18
 LO1033  LAPLACE CORR    -         -7.91  (seconds)                    DEFLEC18
 LO1033  HORZ ORDER      -  THIRD
 LO1033
 LO1033.The horizontal coordinates were established by classical geodetic methods
 LO1033.and adjusted by the National Geodetic Survey in November 1997.
 LO1033
 LO1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1033
 LO1033.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1033.GEOID18 height accuracy estimate available here.
 LO1033
 LO1033.Click photographs - Photos may exist for this station.
 LO1033
 LO1033.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1033
 LO1033. The following values were computed from the NAD 83(1994) position.
 LO1033
 LO1033;                    North         East     Units Scale Factor Converg.
 LO1033;SPC UT N     - 1,070,782.911   620,409.147   MT  0.99996949   +0 56 35.4
 LO1033;SPC UT N     - 3,513,060.27  2,035,459.01   sFT  0.99996949   +0 56 35.4
 LO1033;UTM  12      - 4,534,934.554   578,295.556   MT  0.99967545   +0 36 35.9
 LO1033
 LO1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1033!SPC UT N     -   0.99955012  x   0.99996949  =   0.99951963
 LO1033!UTM  12      -   0.99955012  x   0.99967545  =   0.99922572
 LO1033
 LO1033:                Primary Azimuth Mark                     Grid Az
 LO1033:SPC UT N     -  BOUNDARY MP 314 UT WY                    038 26 19.8
 LO1033:UTM  12      -  BOUNDARY MP 314 UT WY                    038 46 19.3
 LO1033
 LO1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL7829534934(NAD 83)
 LO1033
 LO1033|---------------------------------------------------------------------|
 LO1033| PID    Reference Object                     Distance      Geod. Az  |
 LO1033|                                                           dddmmss.s |
 LO1033| LO1032 BOUNDARY MP 314 UT WY               APPROX. 5.1 KM 0392255.2 |
 LO1033|---------------------------------------------------------------------|
 LO1033
 LO1033                          SUPERSEDED SURVEY CONTROL
 LO1033
 LO1033  NAD 83(1993)-  40 57 42.52124(N)    110 04 10.48068(W) AD(       ) 3
 LO1033  NAD 83(1986)-  40 57 42.50089(N)    110 04 10.46864(W) AD(       ) 3
 LO1033  NAD 27      -  40 57 42.68158(N)    110 04 07.88988(W) AD(       ) 3
 LO1033  NGVD 29 (07/19/86) 2880.7    (m)         9451.     (f) VERT ANG       
 LO1033
 LO1033.Superseded values are not recommended for survey control.
 LO1033
 LO1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1033.See file dsdata.pdf to determine how the superseded data were derived.
 LO1033
 LO1033_MARKER: Z = SEE DESCRIPTION
 LO1033_SETTING: 66 = SET IN ROCK OUTCROP
 LO1033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO1033+STABILITY: POSITION/ELEVATION WELL
 LO1033
 LO1033  HISTORY     - Date     Condition        Report By
 LO1033  HISTORY     - 1897     MONUMENTED       USGS
 LO1033  HISTORY     - 1965     GOOD             USGS
 LO1033
 LO1033                          STATION DESCRIPTION
 LO1033
 LO1033'DESCRIBED BY US GEOLOGICAL SURVEY 1897
 LO1033'TO REACH FROM GENERAL STORE AND POST OFFICE IN LONETREE, WYOMING,
 LO1033'DRIVE S. ON MAIN RD. FOR 0.2 MI. TO A T-RD., TURN LEFT E. AND GO 1.9
 LO1033'MI. TO ANOTHER T-RD., CONTINUE STRAIGHT AHEAD S. TOWARDS HOOP LAKE AS
 LO1033'PER SIGN AND FOLLOW MAIN RD. FOR 3.9 MI. TO UTAH-WYOMING STATE LINE,
 LO1033'CONTINUE S. FOR 1.8 MI. TO T-RD. E., TURN LEFT AND GO 0.6 MI. TO
 LO1033'Y-FORK JUST BEYOND A CATTLEGUARD, TAKE RIGHT FORK AND TRAVEL 0.4 MI.
 LO1033'TO ANOTHER Y-FORK 0.1 MI. BEYOND A CABIN, FOLLOW RIGHT FORK 0.3 MI. TO
 LO1033'ANOTHER Y-FORK, AGAIN TAKE RIGHT FORK AND GO 0.8 MI. TO A X-RD.,
 LO1033'CONTINUE STRAIGHT AHEAD 0.7 MI. TO FOREST BOUNDARY AT GATE, PASS
 LO1033'THROUGH GATE AND GO 2.9 MI. PASSING THROUGH TWO MORE GATES, AND
 LO1033'PROCEED TO A T-RD. TURN RIGHT S. AND FOLLOW RD. 1.1 MI. TO DIM TRACKS
 LO1033'ON RIGHT, FOLLOW DIM TRACKS W. AND S. FOR 0.3 MI. TO TOP OF LOW RIDGE
 LO1033'AND END OF TRUCK TRAVEL.  PACK W. UP RIDGE TO HIGH POINT AND STATION.
 LO1033'A 1 HOUR PACK.
 LO1033'
 LO1033'STATION MARK - ALUMINUM PLUG STAMPED ---USGS TRIANGULATION--- SET IN
 LO1033'ROCK.
 LO1033'
 LO1033'REFERENCE MARK NO.1 - REFERENCE MARK TABLET STAMPED ---WIDDOP NO.1
 LO1033'1961--- SET IN ROCK.
 LO1033'
 LO1033'REFERENCE MARK NO.2 - CHISELED CROSS ON ROCK.
 LO1033
 LO1033                          STATION RECOVERY (1965)
 LO1033
 LO1033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LO1033'TO REACH FROM GENERAL STORE AND POST OFFICE IN LONETREE, WYOMING,
 LO1033'DRIVE S. ON MAIN RD. FOR 0.2 MI. TO A T-RD., TURN LEFT (E.) AND GO
 LO1033'1.9 MI. TO ANOTHER T-RD., CONTINUE STRAIGHT AHEAD (S.) TOWARDS HOOP
 LO1033'LAKE AS PER SIGN AND FOLLOW MAIN RD. FOR 3.9 MI. TO UTAH-WYOMING
 LO1033'STATE LINE, CONTINUE S. FOR 1.8 MI. TO T-RD. E., TURN LEFT AND GO
 LO1033'0.6 MI. TO Y-FORK JUST BEYOND A CATTLEGUARD, TAKE RIGHT FORK AND
 LO1033'TRAVEL 0.4 MI. TO ANOTHER Y-FORK 0.1 MI. BEYOND A CABIN, FOLLOW
 LO1033'RIGHT FORK 0.3 MI. TO ANOTHER Y-FORK, AGAIN TAKE RIGHT FORK AND
 LO1033'GO 0.8 MI. TO A CROSSROAD, CONTINUE STRAIGHT AHEAD 0.7 MI. TO
 LO1033'FOREST BOUNDARY AT GATE, PASS THROUGH GATE AND GO 2.9 MI. PASSING
 LO1033'THROUGH TWO MORE GATES, AND PROCEED TO A T-RD., TURN RIGHT (S.)
 LO1033'AND FOLLOW RD. 1.1 MI. TO DIM TRACKS ON RIGHT, FOLLOW DIM TRACKS
 LO1033'W. AND S. FOR 0.3 MI. TO TOP OF LOW RIDGE AND END OF TRUCK TRAVEL.
 LO1033'PACK W. UP RIDGE TO HIGH POINT AND STATION.  AN HOUR PACK.
 LO1033'
 LO1033'RECOVERED.
 LO1033'
 LO1033'STATION MARK--ALUMINUM PLUG, STAMPED ---USGS TRIANGULATION---, SET
 LO1033'IN ROCK.
 LO1033'
 LO1033'REFERENCE MARK NO. 1--REFERENCE MARK TABLET, STAMPED ---WIDDOP NO 1
 LO1033'1961---, SET IN ROCK.
 LO1033'
 LO1033'REFERENCE MARK NO. 2--CHISELED CROSS, ON ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0819 ***********************************************************************
 HN0819  DESIGNATION -  WIDTSOE
 HN0819  PID         -  HN0819
 HN0819  STATE/COUNTY-  UT/GARFIELD
 HN0819  COUNTRY     -  US
 HN0819  USGS QUAD   -  SWEETWATER CREEK (2017)
 HN0819
 HN0819                         *CURRENT SURVEY CONTROL
 HN0819  ______________________________________________________________________
 HN0819* NAD 83(1994) POSITION- 37 45 37.86231(N) 111 54 01.30913(W)   ADJUSTED
 HN0819* NAVD 88 ORTHO HEIGHT -  3169.1   (meters)    10397.    (feet) VERTCON3
 HN0819  ______________________________________________________________________
 HN0819  GEOID HEIGHT    -        -19.477 (meters)                     GEOID18
 HN0819  LAPLACE CORR    -          7.45  (seconds)                    DEFLEC18
 HN0819  HORZ ORDER      -  THIRD
 HN0819
 HN0819.The horizontal coordinates were established by classical geodetic methods
 HN0819.and adjusted by the National Geodetic Survey in November 1997.
 HN0819
 HN0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0819
 HN0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0819.GEOID18 height accuracy estimate available here.
 HN0819
 HN0819.Click photographs - Photos may exist for this station.
 HN0819
 HN0819.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0819
 HN0819. The following values were computed from the NAD 83(1994) position.
 HN0819
 HN0819;                    North         East     Units Scale Factor Converg.
 HN0819;SPC UT S     - 3,121,474.760   464,722.852   MT  0.99995138   -0 14 43.1
 HN0819;SPC UT S     -10,241,038.44  1,524,678.22   sFT  0.99995138   -0 14 43.1
 HN0819;UTM  12      - 4,179,626.056   420,693.279   MT  0.99967747   -0 33 05.0
 HN0819
 HN0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0819!SPC UT S     -   0.99950601  x   0.99995138  =   0.99945741
 HN0819!UTM  12      -   0.99950601  x   0.99967747  =   0.99918364
 HN0819
 HN0819:                Primary Azimuth Mark                     Grid Az
 HN0819:SPC UT S     -  W 47                                     311 02 53.3
 HN0819:UTM  12      -  W 47                                     311 21 15.2
 HN0819
 HN0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG2069379626(NAD 83)
 HN0819
 HN0819|---------------------------------------------------------------------|
 HN0819| PID    Reference Object                     Distance      Geod. Az  |
 HN0819|                                                           dddmmss.s |
 HN0819| HO0003 W 47                                APPROX.11.9 KM 3104810.2 |
 HN0819|---------------------------------------------------------------------|
 HN0819
 HN0819                          SUPERSEDED SURVEY CONTROL
 HN0819
 HN0819  NAD 83(1986)-  37 45 37.85798(N)    111 54 01.31478(W) AD(       ) 3
 HN0819  NAD 27      -  37 45 37.90116(N)    111 53 58.63909(W) AD(       ) 3
 HN0819  NGVD 29 (07/19/86) 3167.5    (m)        10392.     (f) VERT ANG       
 HN0819
 HN0819.Superseded values are not recommended for survey control.
 HN0819
 HN0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0819.See file dsdata.pdf to determine how the superseded data were derived.
 HN0819
 HN0819_MARKER: DD = SURVEY DISK
 HN0819_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HN0819_STAMPING: WIDTSOE 1959
 HN0819_MARK LOGO: USGS
 HN0819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0819
 HN0819  HISTORY     - Date     Condition        Report By
 HN0819  HISTORY     - 1959     MONUMENTED       USGS
 HN0819
 HN0819                          STATION DESCRIPTION
 HN0819
 HN0819'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HN0819'LOCATED ABOUT 20.5 MI. W. OF ESCALANTE, 8.2 MI. (AIRLINE) SE. OF
 HN0819'WIDTSOE, ON THE W. SIDE OF A SW-NE. POINT.
 HN0819'
 HN0819'TO REACH FROM ESCALANTE DRIVE W. ON HIGHWAY 4.8 MI. TO A T-RD., TURN
 HN0819'RIGHT ON A GRAVEL RD. AND GO 14.7 MI. TO SUMMIT, TURN LEFT ON A DIRT
 HN0819'RD. FOR APPROXIMATELY 5 MI. TO A LARGE MEADOW AND FOLLOW THE E. EDGE
 HN0819'OF THE MEADOW TO THE END AND A SIGN ---DRY CREEK TRAIL--- AND END OF
 HN0819'TRUCK TRAVEL.  WALK ABOUT 1 MI. SOUTHERLY ALONG THE RIM TO THE END
 HN0819'OF THE POINT AND THE STATION.
 HN0819'
 HN0819'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---WIDTSOE 1959---,
 HN0819'CEMENTED IN DRILL HOLE IN BURIED ROCK.
 HN0819'
 HN0819'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, STAMPED ---NO 1---,
 HN0819'CEMENTED IN DRILL HOLE IN BURIED ROCK, 11.68 FT. FROM STATION MARK,
 HN0819'S 18 DEG 34 MIN E.
 HN0819'
 HN0819'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, STAMPED ---NO 2---,
 HN0819'CEMENTED IN DRILL HOLE IN BURIED ROCK, 19.97 FT. FROM STATION MARK,
 HN0819'S 85 DEG 27 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0517 ***********************************************************************
 LP0517  DESIGNATION -  WIG
 LP0517  PID         -  LP0517
 LP0517  STATE/COUNTY-  UT/TOOELE
 LP0517  COUNTRY     -  US
 LP0517  USGS QUAD   -  WIG MOUNTAIN (2017)
 LP0517
 LP0517                         *CURRENT SURVEY CONTROL
 LP0517  ______________________________________________________________________
 LP0517* NAD 83(1994) POSITION- 40 18 55.76339(N) 113 03 54.64412(W)   ADJUSTED
 LP0517* NAVD 88 ORTHO HEIGHT -  1584.4   (meters)     5198.    (feet) VERTCON3
 LP0517  ______________________________________________________________________
 LP0517  GEOID HEIGHT    -        -18.385 (meters)                     GEOID18
 LP0517  LAPLACE CORR    -          6.20  (seconds)                    DEFLEC18
 LP0517  HORZ ORDER      -  FIRST
 LP0517
 LP0517.The horizontal coordinates were established by classical geodetic methods
 LP0517.and adjusted by the National Geodetic Survey in November 1997.
 LP0517
 LP0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0517
 LP0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0517.GEOID18 height accuracy estimate available here.
 LP0517
 LP0517.Click photographs - Photos may exist for this station.
 LP0517
 LP0517.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0517
 LP0517. The following values were computed from the NAD 83(1994) position.
 LP0517
 LP0517;                    North         East     Units Scale Factor Converg.
 LP0517;SPC UT C     - 2,221,223.576   366,976.056   MT  0.99993393   -1 00 09.4
 LP0517;SPC UT C     - 7,287,464.35  1,203,987.28   sFT  0.99993393   -1 00 09.4
 LP0517;UTM  12      - 4,464,821.024   324,524.646   MT  0.99997905   -1 20 11.4
 LP0517
 LP0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0517!SPC UT C     -   0.99975439  x   0.99993393  =   0.99968834
 LP0517!UTM  12      -   0.99975439  x   0.99997905  =   0.99973344
 LP0517
 LP0517:                Primary Azimuth Mark                     Grid Az
 LP0517:SPC UT C     -  28 WF                                    044 55 14.8
 LP0517:UTM  12      -  28 WF                                    045 15 16.8
 LP0517
 LP0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK2452464821(NAD 83)
 LP0517
 LP0517|---------------------------------------------------------------------|
 LP0517| PID    Reference Object                     Distance      Geod. Az  |
 LP0517|                                                           dddmmss.s |
 LP0517| CM6769 WIG RM 3                              8.066 METERS 02143     |
 LP0517| LP0521 28 WF                               APPROX. 1.0 KM 0435505.4 |
 LP0517| LP0478 DUGWAY CHARLIE AREA WATER TANK      APPROX.22.3 KM 1375638.3 |
 LP0517| LP0476 DUGWAY DOG AREA E WATER TANK        APPROX.19.3 KM 1405039.3 |
 LP0517| LP0471 DUGWAY DOG AREA W WATER TANK        APPROX.19.0 KM 1422235.8 |
 LP0517| LP0527 DUGWAY BAKER AREA WATER TANK        APPROX.14.4 KM 1733431.7 |
 LP0517| CM6767 WIG RM 1                              2.746 METERS 19753     |
 LP0517| CM6768 WIG RM 2                              3.071 METERS 33433     |
 LP0517|---------------------------------------------------------------------|
 LP0517
 LP0517                          SUPERSEDED SURVEY CONTROL
 LP0517
 LP0517  NAD 83(1986)-  40 18 55.75567(N)    113 03 54.63227(W) AD(       ) 1
 LP0517  NAD 27      -  40 18 55.97608(N)    113 03 51.71611(W) AD(       ) 1
 LP0517  NGVD 29 (07/19/86) 1583.4    (m)         5195.     (f) VERT ANG       
 LP0517
 LP0517.Superseded values are not recommended for survey control.
 LP0517
 LP0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0517.See file dsdata.pdf to determine how the superseded data were derived.
 LP0517
 LP0517_MARKER: DB = BENCH MARK DISK
 LP0517_SETTING: 66 = SET IN ROCK OUTCROP
 LP0517_STAMPING: WIG 1953
 LP0517_MARK LOGO: USGS
 LP0517_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0517+STABILITY: POSITION/ELEVATION WELL
 LP0517
 LP0517  HISTORY     - Date     Condition        Report By
 LP0517  HISTORY     - 1953     MONUMENTED       USGS
 LP0517  HISTORY     - 1965     GOOD             USGS
 LP0517
 LP0517                          STATION DESCRIPTION
 LP0517
 LP0517'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 LP0517'LOCATED ABOUT 15.0 MI. NE. OF GRANITE MTN. AND 13.0 MI. N. OF CAMELS
 LP0517'BACK RIDGE, ON HIGHEST POINT OF WIG MTN.  STATION IS 8 FT. NW. AND
 LP0517'3 FT. LOWER THAN HIGHEST POINT OF TOP.
 LP0517'
 LP0517'TO REACH FROM JUNCTION OF STATE HIGHWAY 58 AND RD. TO TIMPIE JUNCTION,
 LP0517'DRIVE W. 13.4 MI., TAKE RIGHT FORK 4.7 MI., TAKE LEFT FORK AROUND
 LP0517'FENCE AND STRAIGHT AHEAD AT T-RD. INTERSECTION 7.0 MI., TAKE LEFT
 LP0517'FORK 2.0 MI. TO GRAVEL PIT ON LEFT, TURN AND GO ABOUT 0.2 MI. ACROSS
 LP0517'COUNTRY TO BASE OF WIG MTN.  LEAVE TRUCK AND PACK W. TO HIGHEST POINT
 LP0517'AND STATION.
 LP0517'
 LP0517'STATION MARK--STANDARD TABLET, STAMPED ---WIG 1953---, CEMENTED IN
 LP0517'ROCK SET FLUSH WITH GROUND.
 LP0517'
 LP0517'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO 1
 LP0517'1953---, CEMENTED IN ROCK, 9.02 FT. FROM STATION MARK.
 LP0517'
 LP0517'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO 2
 LP0517'1953---, CEMENTED IN ROCK, 10.08 FT. FROM STATION MARK.
 LP0517
 LP0517                          STATION RECOVERY (1965)
 LP0517
 LP0517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 (CAA)
 LP0517'STATION IS LOCATED ABOUT 32 MILES SOUTHWEST OF DELLE, ABOUT
 LP0517'28 MILES SOUTHEAST OF KNOLLS, ABOUT 18 MILES NORTHEAST OF GRANITE
 LP0517'MOUNTAIN, ABOUT 18 MILES NORTHWEST OF DUGWAY (ENGLISH VILLAGE
 LP0517'AREA), ABOUT 9 MILES NORTH OF DUGWAY (BAKER AREA) AND ON WIG
 LP0517'MOUNTAIN IN DUGWAY PROVING GROUND AREA.
 LP0517'
 LP0517'TO REACH FROM 3 RD. STREET AND B-STREET IN DUGWAY (DITTO TECHNICAL
 LP0517'AREA), GO WEST ON B-STREET 2.0 MILES TO SECURITY CHECK POINT
 LP0517'AND ROAD FORK, KEEP RIGHT FORK AND CONTINUE WESTERLY ON MAIN
 LP0517'ROAD 4.65 MILES TO DUGWAY (BAKER AREA), KEEP TO LEFT OF BUILDINGS
 LP0517'TO WEST SIDE OF BUILDINGS AND ROAD JUNCTION, KEEP NORTH ON
 LP0517'SURFACED ROAD AND CONTINUE NORTH 7.2 MILES TO FORK, KEEP LEFT
 LP0517'AND CONTINUE NORTH 1.6 MILES TO A SIDE ROAD LEFT, (TO REACH THE
 LP0517'AZIMUTH MARK FROM HERE, CONTINUE NORTH ON MAIN ROAD 0.6
 LP0517'MILE TO BENCH MARK 28 WF 1953 (AZIMUTH MARK) ON LEFT AS
 LP0517'DESCRIBED.), TURN LEFT AND GO WEST 0.15 MILE TO FORK, KEEP
 LP0517'LEFT ON DIM FORK AND CONTINUE WESTERLY 0.4 MILES TO
 LP0517'RIDGE AND END OF TRUCK TRAVEL.  FROM HERE PACK NORTHERLY UP
 LP0517'STEEP GRADE TO BASE OF ROCK CLIFFS, THENCE BEAR TO LEFT
 LP0517'AROUND BASE OF CLIFFS, THENCE RIGHT TO TOP OF MOUNTAIN
 LP0517'AND STATION ON TOP OF MOUNTAIN AS DESCRIBED.
 LP0517'
 LP0517'STATION MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED WIG
 LP0517'1963, IS CEMENTED IN A DRILL HOLE IN BEDROCK.  THE MARK IS
 LP0517'SOUTH OF HIGHEST POINT OF HILL AND 10 FEET SOUTH OF CAIRN.
 LP0517'
 LP0517'REFERENCE MARK 1, A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 LP0517'STAMPED NO 1 1953, IS SET IN A DRILL HOLE IN SIDE OF ROCK OUTCROP.
 LP0517'THE MARK IS SOUTHWEST OF STATION AND 16 FEET SOUTHWEST OF
 LP0517'CAIRN AND HIGHEST POINT OF HILL.
 LP0517'
 LP0517'REFERENCE MARK 2, A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 LP0517'STAMPED NO 2 1953, IS SET IN A DRILL HOLE IN BEDROCK.  THE
 LP0517'MARK IS ABOUT 2 FEET HIGHER IN ELEVATION THAN THE STATION
 LP0517'AND 3 FEET EAST OF CAIRN AND HIGHEST POINT OF HILL.
 LP0517'
 LP0517'REFERENCE MARK 3, A STANDARD REFERENCE DISK STAMPED WIG (USGS)
 LP0517'NO 2 1965, IS CEMENTED IN A DRILL HOLE NORTHEAST OF STATION IN A
 LP0517'LARGE BEDROCK FORMATION.  THE MARK IS ABOUT 4 FEET LOWER IN
 LP0517'ELEVATION THAN THE STATION AND 24.5 FEET NORTHEAST OF CAIRN.
 LP0517'
 LP0517'AZIMUTH MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 LP0517'28 WF 1953 4717 FEET, IS SET IN THE TOP OF A 7 INCH SQUARE
 LP0517'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE
 LP0517'OF GROUND.  THE MARK IS 53 FEET WEST OF CENTER OF ROAD, 2.3
 LP0517'FEET SOUTHEAST OF WITNESS POST, 33 FEET WEST OF ROAD EMBANKMENT
 LP0517'AND 2.3 FEET SOUTHWEST OF METAL POST.
 LP0517'
 LP0517'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0364 ***********************************************************************
 KM0364  DESIGNATION -  WILCOX
 KM0364  PID         -  KM0364
 KM0364  STATE/COUNTY-  UT/GRAND
 KM0364  COUNTRY     -  US
 KM0364  USGS QUAD   -  WALKER POINT (2017)
 KM0364
 KM0364                         *CURRENT SURVEY CONTROL
 KM0364  ______________________________________________________________________
 KM0364* NAD 83(1994) POSITION- 39 15 17.58931(N) 109 45 30.04868(W)   ADJUSTED
 KM0364* NAVD 88 ORTHO HEIGHT -  2859.    (meters)     9380.    (feet) SCALED
 KM0364  ______________________________________________________________________
 KM0364  GEOID HEIGHT    -        -17.749 (meters)                     GEOID18
 KM0364  LAPLACE CORR    -          4.98  (seconds)                    DEFLEC18
 KM0364  HORZ ORDER      -  FIRST
 KM0364
 KM0364.The horizontal coordinates were established by classical geodetic methods
 KM0364.and adjusted by the National Geodetic Survey in November 1997.
 KM0364
 KM0364.The orthometric height was scaled from a topographic map.
 KM0364
 KM0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0364.GEOID18 height accuracy estimate available here.
 KM0364
 KM0364.Click photographs - Photos may exist for this station.
 KM0364
 KM0364.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0364
 KM0364. The following values were computed from the NAD 83(1994) position.
 KM0364
 KM0364;                    North         East     Units Scale Factor Converg.
 KM0364;SPC UT C     - 2,103,773.951   650,313.292   MT  0.99994972   +1 06 56.4
 KM0364;SPC UT C     - 6,902,131.70  2,133,569.53   sFT  0.99994972   +1 06 56.4
 KM0364;UTM  12      - 4,345,796.767   607,131.797   MT  0.99974132   +0 47 08.7
 KM0364
 KM0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0364!SPC UT C     -   0.99955436  x   0.99994972  =   0.99950410
 KM0364!UTM  12      -   0.99955436  x   0.99974132  =   0.99929580
 KM0364
 KM0364:                Primary Azimuth Mark                     Grid Az
 KM0364:SPC UT C     -  WILCOX AZ MK                             347 06 33.4
 KM0364:UTM  12      -  WILCOX AZ MK                             347 26 21.1
 KM0364
 KM0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ0713145796(NAD 83)
 KM0364
 KM0364|---------------------------------------------------------------------|
 KM0364| PID    Reference Object                     Distance      Geod. Az  |
 KM0364|                                                           dddmmss.s |
 KM0364| CM7293 WILCOX RM 2                          12.236 METERS 10829     |
 KM0364| CM7292 WILCOX RM 1                          13.335 METERS 21031     |
 KM0364| CM7291 WILCOX AZ MK                                       3481329.8 |
 KM0364|---------------------------------------------------------------------|
 KM0364
 KM0364                          SUPERSEDED SURVEY CONTROL
 KM0364
 KM0364  NAD 83(1986)-  39 15 17.55293(N)    109 45 30.03276(W) AD(       ) 1
 KM0364  NAD 27      -  39 15 17.67800(N)    109 45 27.54600(W) AD(       ) 1
 KM0364
 KM0364.Superseded values are not recommended for survey control.
 KM0364
 KM0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0364.See file dsdata.pdf to determine how the superseded data were derived.
 KM0364
 KM0364_MARKER: DS = TRIANGULATION STATION DISK
 KM0364_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KM0364_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KM0364
 KM0364  HISTORY     - Date     Condition        Report By
 KM0364  HISTORY     - 1936     MONUMENTED       CGS
 KM0364
 KM0364                          STATION DESCRIPTION
 KM0364
 KM0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 KM0364'ABOUT 58 MILES SOUTH OF OURAY, 4 MILES NORTH OF DIVIDE BETWEEN
 KM0364'WILLOW CREEK AND COLORADO RIVER, WHICH IS KNOWN AS ROAN OR BROWN
 KM0364'CLIFFS, ON SUMMIT OF BARE ROUND-TOPPED PEAK, FOURTH HIGHEST OF
 KM0364'EAST TAVAPUTS PLATEAU, THREE HIGHER PEAKS LYING TO SOUTH.  IT
 KM0364'IS PROBABLY IN SEC. 13, T. 18 S., R. 19 E., ON HOMESTEAD OF
 KM0364'LOREN WILCOX WHO LIVES IN GREEN RIVER AND IS 280 FEET EAST OF
 KM0364'FLAT ROCK ROAD.  TO REACH FROM OURAY, DRIVE SOUTH 9.35 MILES TO
 KM0364'ROCK HOUSE ON RIGHT.  CONTINUE SOUTH 0.85 MILE TO FORKS.  TAKE
 KM0364'LEFT FORK OR WILLOW CREEK ROAD SOUTH FOR 21.35 MILES TO ROAD
 KM0364'TO RIGHT INTO SANTIOS RANCH.  TURN RIGHT (WEST) ACROSS CREEK
 KM0364'OVER SMALL BRIDGE AND BETWEEN TWO SMALL HOUSES AND GO 0.2
 KM0364'MILE TO WIRE GATE.  PASS THROUGH GATE, AND KEEP TO RIGHT-HAND
 KM0364'ROAD NORTH 0.4 MILE.  TURN LEFT UP NARROW DUGWAY TO TOP OF
 KM0364'RIDGE, AND FOLLOW ROAD TO FORKS 3.2 MILES FROM ABOVE-MENTIONED
 KM0364'GATE.  TAKE LEFT (SOUTH) FORK AND GO 18.0 MILES TO OPENING IN
 KM0364'LOG AND BRUSH DRIFT FENCE.  CONTINUE SOUTH ON MAIN TRAIL 19.5
 KM0364'MILES TO GATE IN WIRE FENCE.  PASS THROUGH GATE AND GO 0.45
 KM0364'MILE.  LEAVE TRAIL AND TURN LEFT (EAST) AND GO 100 YARDS TO
 KM0364'STATION.  STATION MARK IS STANDARD DISK IN PIPE.  IT
 KM0364'PROJECTS 8 INCHES ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS
 KM0364'ARE STANDARD DISKS IN PIPES.  NO. 1 PROJECTS 4
 KM0364'INCHES ABOVE GROUND AND IS 13.336 METERS (43.75 FEET)
 KM0364'SOUTH-SOUTHWEST FROM STATION S 30 DEG 31 MIN W.  NO. 2
 KM0364'PROJECTS 6 INCHES, AND IS 12.236 METERS (40.14 FEET)
 KM0364'EAST-SOUTHEAST OF STATION S 71 DEG 31 MIN E.
 KM0364'DISTANCE BETWEEN REFERENCE MARKS IS 65.26 FEET.  AZIMUTH MARK
 KM0364'PROJECTS 6 INCHES, IS ON FLAT ROCK ROAD, 18 YARDS WEST OF
 KM0364'ROAD CENTER LINE, 0.1 MILE NORTH OF GATE IN WIRE FENCE, AND
 KM0364'ABOUT 0.55 MILE NORTH OF STATION N 11 DEG 46 MIN W.
 KM0364'BEARING OF POINT ON FLAT ROCK ROAD DISTANT 307.5 FEET IS
 KM0364'S 63 DEG 51 MIN W, AND TO ANOTHER POINT ON SAME ROAD 301 FT DISTANT IS
 KM0364'N 72 DEG 35 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0472 ***********************************************************************
 KO0472  DESIGNATION -  WILD HORSE
 KO0472  PID         -  KO0472
 KO0472  STATE/COUNTY-  UT/MILLARD
 KO0472  COUNTRY     -  US
 KO0472  USGS QUAD   -  BUCKSKIN HILLS (2017)
 KO0472
 KO0472                         *CURRENT SURVEY CONTROL
 KO0472  ______________________________________________________________________
 KO0472* NAD 83(1994) POSITION- 39 06 18.70544(N) 113 50 18.32867(W)   ADJUSTED
 KO0472* NAVD 88 ORTHO HEIGHT -  1980.9   (meters)     6499.    (feet) VERTCON3
 KO0472  ______________________________________________________________________
 KO0472  GEOID HEIGHT    -        -20.221 (meters)                     GEOID18
 KO0472  LAPLACE CORR    -          6.16  (seconds)                    DEFLEC18
 KO0472  HORZ ORDER      -  FIRST
 KO0472
 KO0472.The horizontal coordinates were established by classical geodetic methods
 KO0472.and adjusted by the National Geodetic Survey in November 1997.
 KO0472
 KO0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 KO0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KO0472
 KO0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0472.GEOID18 height accuracy estimate available here.
 KO0472
 KO0472.Click photographs - Photos may exist for this station.
 KO0472
 KO0472.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0472
 KO0472. The following values were computed from the NAD 83(1994) position.
 KO0472
 KO0472;                    North         East     Units Scale Factor Converg.
 KO0472;SPC UT C     - 2,088,336.495   297,758.203   MT  0.99997933   -1 29 52.6
 KO0472;SPC UT C     - 6,851,483.98    976,895.04   sFT  0.99997933   -1 29 52.6
 KO0472;UTM  12      - 4,332,286.789   254,559.468   MT  1.00034182   -1 47 28.4
 KO0472
 KO0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0472!SPC UT C     -   0.99969248  x   0.99997933  =   0.99967181
 KO0472!UTM  12      -   0.99969248  x   1.00034182  =   1.00003419
 KO0472
 KO0472:                Primary Azimuth Mark                     Grid Az
 KO0472:SPC UT C     -  WILD HORSE AZ MK                         306 45 59.9
 KO0472:UTM  12      -  WILD HORSE AZ MK                         307 03 35.7
 KO0472
 KO0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ5455932286(NAD 83)
 KO0472
 KO0472|---------------------------------------------------------------------|
 KO0472| PID    Reference Object                     Distance      Geod. Az  |
 KO0472|                                                           dddmmss.s |
 KO0472| CM6771 WILD HORSE RM 1                       7.431 METERS 12815     |
 KO0472| JO0594 ROCK RESERVOIR                      APPROX.12.8 KM 1553155.1 |
 KO0472| CM6772 WILD HORSE RM 2                       4.122 METERS 18953     |
 KO0472| CM6770 WILD HORSE AZ MK                                   3051607.3 |
 KO0472|---------------------------------------------------------------------|
 KO0472
 KO0472                          SUPERSEDED SURVEY CONTROL
 KO0472
 KO0472  NAD 83(1986)-  39 06 18.70141(N)    113 50 18.32925(W) AD(       ) 1
 KO0472  NAD 27      -  39 06 18.89270(N)    113 50 15.38580(W) AD(       ) 1
 KO0472  NGVD 29 (07/19/86) 1979.7    (m)         6495.     (f) VERT ANG       
 KO0472
 KO0472.Superseded values are not recommended for survey control.
 KO0472
 KO0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0472.See file dsdata.pdf to determine how the superseded data were derived.
 KO0472
 KO0472_MARKER: DS = TRIANGULATION STATION DISK
 KO0472_SETTING: 66 = SET IN ROCK OUTCROP
 KO0472_STAMPING: WILD HORSE 1957
 KO0472_MARK LOGO: CGS
 KO0472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0472+STABILITY: POSITION/ELEVATION WELL
 KO0472
 KO0472  HISTORY     - Date     Condition        Report By
 KO0472  HISTORY     - 1957     MONUMENTED       CGS
 KO0472  HISTORY     - 1958     GOOD             USGS
 KO0472  HISTORY     - 1984     GOOD             DMA
 KO0472
 KO0472                          STATION DESCRIPTION
 KO0472
 KO0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KO0472'THE STATION IS LOCATED ON THE HIGHEST ONE OF A GROUP OF HILLS
 KO0472'THAT LIE ABOUT 1 MILE WEST OF THE RANGE OF HILLS RUNNING ALONG
 KO0472'THE WEST SIDE OF SNAKE VALLEY.  IT IS ABOUT 17 MILES AIRLINE
 KO0472'EAST-NORTHEAST OF BAKER AND 5 MILES AIRLINE NORTH OF U.S. HIGHWAY
 KO0472'6.
 KO0472'
 KO0472'TO REACH FROM THE U.S. POST OFFICE IN BAKER, GO NORTH ON NEVADA
 KO0472'STATE HIGHWAY 21 FOR 4.7 MILES TO ITS JUNCTION WITH U.S. HIGHWAY
 KO0472'6.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 6 FOR 15.3 MILES
 KO0472'TO A CROSS ROAD.  TURN LEFT AND GO NORTH FOR 0.6 MILE TO A
 KO0472'FORK.  TAKE RIGHT FORK AND GO 0.4 MILE TO A WIRE GATE.  PASS
 KO0472'THROUGH GATE AND GO NORTH AND NORTHEAST FOR 2.2 MILES TO A
 KO0472'FORK.  TAKE RIGHT FORK AND GO NORTHEAST UP RIDGE AND INTO A
 KO0472'LARGE WASH FOR 2.7 MILES TO THE AZIMUTH MARK ON LEFT BANK OF
 KO0472'WASH.  CONTINUE NORTHEAST UP WASH FOR 0.5 MILE TO BASE OF
 KO0472'RIDGE ON RIGHT.  LEAVE ROAD AND GO SOUTHWEST UP GRADUAL RIDGE
 KO0472'FOR 0.3 MILE TO LARGE ROCKS.  FROM HERE PACK SOUTHWEST FOR
 KO0472'ABOUT 200 YARDS TO HIGHEST POINT OF HILL AND STATION.
 KO0472'
 KO0472'THE STATION MARK IS A STANDARD DISK STAMPED WILD HORSE 1957,
 KO0472'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 15.6
 KO0472'FEET NORTH OF A CAIRN.
 KO0472'
 KO0472'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WILD HORSE
 KO0472'NO 1 1957, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 KO0472'GROUND.  IT IS 1 FOOT WEST OF THE EDGE OF A 5-FOOT DROPOFF,
 KO0472'12 FEET EAST OF THE CAIRN AND ABOUT 2 FEET LOWER THAN THE STATION.
 KO0472'
 KO0472'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WILD HORSE
 KO0472'NO 2 1957, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 KO0472'PROJECTS 6 INCHES.  IT IS 10 FEET WEST OF THE CAIRN AND ABOUT
 KO0472'1 FOOT HIGHER THAN THE STATION.
 KO0472'
 KO0472'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WILD HORSE 1957,
 KO0472'CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE ALONG THE NORTHWEST
 KO0472'EDGE OF A WASH.  IT IS 15 FEET NORTHWEST OF THE CENTER LINE
 KO0472'OF THE WASH, 1 FOOT NORTH OF A CAIRN AND ABOUT 4 FEET HIGHER
 KO0472'THAN THE FLOOR OF THE WASH.
 KO0472
 KO0472                          STATION RECOVERY (1958)
 KO0472
 KO0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 KO0472'RECOVERED IN GOOD CONDITION.
 KO0472'
 KO0472'STATION MARK--STANDARD DISK, STAMPED ---WILD HORSE 1957---, CEMENTED
 KO0472'IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 KO0472
 KO0472                          STATION RECOVERY (1984)
 KO0472
 KO0472'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984 (TC)
 KO0472'WILD HORSE 1957 RECOVERED GOOD.
 KO0472'
 KO0472'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0723 ***********************************************************************
 HN0723  DESIGNATION -  WILD=ET U 65
 HN0723  PID         -  HN0723
 HN0723  STATE/COUNTY-  UT/SAN JUAN
 HN0723  COUNTRY     -  US
 HN0723  USGS QUAD   -  GREGORY BUTTE (2017)
 HN0723
 HN0723                         *CURRENT SURVEY CONTROL
 HN0723  ______________________________________________________________________
 HN0723* NAD 83(1994) POSITION- 37 04 13.66109(N) 111 08 11.05735(W)   ADJUSTED
 HN0723* NAVD 88 ORTHO HEIGHT -  1541.9   (meters)     5059.    (feet) VERTCON3
 HN0723  ______________________________________________________________________
 HN0723  GEOID HEIGHT    -        -23.068 (meters)                     GEOID18
 HN0723  LAPLACE CORR    -          6.41  (seconds)                    DEFLEC18
 HN0723  HORZ ORDER      -  THIRD
 HN0723
 HN0723.The horizontal coordinates were established by classical geodetic methods
 HN0723.and adjusted by the National Geodetic Survey in November 1997.
 HN0723
 HN0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0723
 HN0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0723.GEOID18 height accuracy estimate available here.
 HN0723
 HN0723.Click photographs - Photos may exist for this station.
 HN0723
 HN0723.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0723
 HN0723. The following values were computed from the NAD 83(1994) position.
 HN0723
 HN0723;                    North         East     Units Scale Factor Converg.
 HN0723;SPC UT S     - 3,044,877.638   532,335.160   MT  1.00002828   +0 13 22.0
 HN0723;SPC UT S     - 9,989,736.05  1,746,502.94   sFT  1.00002828   +0 13 22.0
 HN0723;UTM  12      - 4,102,697.631   487,874.441   MT  0.99960181   -0 04 56.0
 HN0723
 HN0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0723!SPC UT S     -   0.99976171  x   1.00002828  =   0.99978998
 HN0723!UTM  12      -   0.99976171  x   0.99960181  =   0.99936361
 HN0723
 HN0723:                Primary Azimuth Mark                     Grid Az
 HN0723:SPC UT S     -  ET U 27                                  334 37 27.9
 HN0723:UTM  12      -  ET U 27                                  334 55 45.9
 HN0723
 HN0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG8787402697(NAD 83)
 HN0723
 HN0723|---------------------------------------------------------------------|
 HN0723| PID    Reference Object                     Distance      Geod. Az  |
 HN0723|                                                           dddmmss.s |
 HN0723| HN0726 ET U 27                             APPROX. 1.8 KM 3345049.9 |
 HN0723|---------------------------------------------------------------------|
 HN0723
 HN0723                          SUPERSEDED SURVEY CONTROL
 HN0723
 HN0723  NAD 83(1992)-  37 04 13.65951(N)    111 08 11.05815(W) AD(       ) 3
 HN0723  NAD 83(1986)-  37 04 13.65567(N)    111 08 11.05769(W) AD(       ) 3
 HN0723  NAD 27      -  37 04 13.68416(N)    111 08 08.52310(W) AD(       ) 3
 HN0723  NGVD 29 (07/19/86) 1540.8    (m)         5055.     (f) VERT ANG       
 HN0723
 HN0723.Superseded values are not recommended for survey control.
 HN0723
 HN0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0723.See file dsdata.pdf to determine how the superseded data were derived.
 HN0723
 HN0723_MARKER: DD = SURVEY DISK
 HN0723_SETTING: 80 = SET IN A BOULDER
 HN0723_STAMPING: WILD 1953
 HN0723_MARK LOGO: USGS
 HN0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0723+STABILITY: SURFACE MOTION
 HN0723
 HN0723  HISTORY     - Date     Condition        Report By
 HN0723  HISTORY     - 1953     MONUMENTED       USGS
 HN0723  HISTORY     - 1959     GOOD             CGS
 HN0723  HISTORY     - 1963     GOOD             CGS
 HN0723
 HN0723                          STATION DESCRIPTION
 HN0723
 HN0723'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0723'LOCATED ABOUT 55 MI. SSE. OF ESCALANTE, 17 MI. SW. OF CONFLUENCE
 HN0723'OF SAN JUAN AND COLORADO RIVERS.  2 MI. S. OF COLORADO RIVER,
 HN0723'ON LOW, SPARSELY TREE-COVERED KNOLL.
 HN0723'
 HN0723'STATION REACHED BY HELICOPTER.
 HN0723'
 HN0723'STATION MARK--STANDARD TABLET STAMPED WILD 1953 CEMENTED IN
 HN0723'SOLID ROCK.
 HN0723'
 HN0723'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN TREE, 75.64
 HN0723'FT. FROM STATION MARK S 25 DEG 34 MIN W.
 HN0723'
 HN0723'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED IN ROCK,
 HN0723'44.44 FT. FROM STATION MARK S 88 DEG 49 MIN E.
 HN0723
 HN0723                          STATION RECOVERY (1959)
 HN0723
 HN0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CCM)
 HN0723'STATION FOUND AS DESCRIBED, WITH THE EXCEPTION THAT THE STATION
 HN0723'LIES IN SAN JUAN COUNTY, AND NOT KANE COUNTY.
 HN0723'
 HN0723'STATION MARK AND TWO REFERENCE MARKS FOUND AND IN GOOD CONDITION.
 HN0723'
 HN0723'STATION REACHED BY HELICOPTER.
 HN0723'
 HN0723'STATION MARK--STANDARD TABLET STAMPED WILD 1953 AND ET U 65
 HN0723'IN 1959 CEMENTED IN SOLID ROCK.
 HN0723'
 HN0723'SIGNAL--FLASHING LIGHT MOUNTED UNDER INSTRUMENT CENTERED OVER
 HN0723'STATION MARK.
 HN0723'
 HN0723'SIGNAL DATA--FLASHING LIGHT 3.8 FT.
 HN0723
 HN0723                          STATION RECOVERY (1963)
 HN0723
 HN0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HN0723'RECOVERED IN GOOD CONDITION.
 HN0723'
 HN0723'STATION MARK--STANDARD TABLET, STAMPED ---WILD 1953---, CEMENTED IN
 HN0723'SOLID ROCK, AND ADDITIONALLY STAMPED ---ET U 65--- IN 1959.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0564 ***********************************************************************
 LP0564  DESIGNATION -  WILDCAT
 LP0564  PID         -  LP0564
 LP0564  STATE/COUNTY-  UT/TOOELE
 LP0564  COUNTRY     -  US
 LP0564  USGS QUAD   -  WILDCAT MOUNTAIN (2017)
 LP0564
 LP0564                         *CURRENT SURVEY CONTROL
 LP0564  ______________________________________________________________________
 LP0564* NAD 83(1994) POSITION- 40 28 40.92050(N) 113 17 47.75855(W)   ADJUSTED
 LP0564* NAVD 88 ORTHO HEIGHT -  1618.1   (meters)     5309.    (feet) VERTCON3
 LP0564  ______________________________________________________________________
 LP0564  GEOID HEIGHT    -        -18.310 (meters)                     GEOID18
 LP0564  LAPLACE CORR    -          0.17  (seconds)                    DEFLEC18
 LP0564  HORZ ORDER      -  FIRST
 LP0564
 LP0564.The horizontal coordinates were established by classical geodetic methods
 LP0564.and adjusted by the National Geodetic Survey in November 1997.
 LP0564
 LP0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0564
 LP0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0564.GEOID18 height accuracy estimate available here.
 LP0564
 LP0564.Click photographs - Photos may exist for this station.
 LP0564
 LP0564.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0564
 LP0564. The following values were computed from the NAD 83(1994) position.
 LP0564
 LP0564;                    North         East     Units Scale Factor Converg.
 LP0564;SPC UT C     - 2,239,637.814   347,672.678   MT  0.99996175   -1 09 03.1
 LP0564;SPC UT C     - 7,347,878.39  1,140,656.11   sFT  0.99996175   -1 09 03.1
 LP0564;UTM  12      - 4,483,349.896   305,328.500   MT  1.00006650   -1 29 28.8
 LP0564
 LP0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0564!SPC UT C     -   0.99974910  x   0.99996175  =   0.99971086
 LP0564!UTM  12      -   0.99974910  x   1.00006650  =   0.99981559
 LP0564
 LP0564:                Primary Azimuth Mark                     Grid Az
 LP0564:SPC UT C     -  WILDCAT AZ MK 2                          013 12 12.6
 LP0564:UTM  12      -  WILDCAT AZ MK 2                          013 32 38.3
 LP0564
 LP0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK0532883349(NAD 83)
 LP0564
 LP0564|---------------------------------------------------------------------|
 LP0564| PID    Reference Object                     Distance      Geod. Az  |
 LP0564|                                                           dddmmss.s |
 LP0564| CM6774 WILDCAT AZ MK 2                                    0120309.5 |
 LP0564| CM6773 WILDCAT AZ MK                                      0174817.9 |
 LP0564| CM6775 WILDCAT RM 1                          8.111 METERS 03719     |
 LP0564| CM6776 WILDCAT RM 2                         16.051 METERS 14625     |
 LP0564|---------------------------------------------------------------------|
 LP0564
 LP0564                          SUPERSEDED SURVEY CONTROL
 LP0564
 LP0564  NAD 83(1986)-  40 28 40.91063(N)    113 17 47.74800(W) AD(       ) 1
 LP0564  NAD 27      -  40 28 41.13999(N)    113 17 44.80095(W) AD(       ) 1
 LP0564  NGVD 29 (07/19/86) 1617.1    (m)         5305.     (f) VERT ANG       
 LP0564
 LP0564.Superseded values are not recommended for survey control.
 LP0564
 LP0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0564.See file dsdata.pdf to determine how the superseded data were derived.
 LP0564
 LP0564_MARKER: DS = TRIANGULATION STATION DISK
 LP0564_SETTING: 66 = SET IN ROCK OUTCROP
 LP0564_STAMPING: WILDCAT 1940
 LP0564_MARK LOGO: CGS
 LP0564_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0564+STABILITY: POSITION/ELEVATION WELL
 LP0564
 LP0564  HISTORY     - Date     Condition        Report By
 LP0564  HISTORY     - 1940     MONUMENTED       CGS
 LP0564  HISTORY     - 1958     GOOD             LOCENG
 LP0564  HISTORY     - 1965     GOOD             CGS
 LP0564  HISTORY     - 1983     GOOD             DMA
 LP0564  HISTORY     - 1984     GOOD             DMA
 LP0564
 LP0564                          STATION DESCRIPTION
 LP0564
 LP0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LP0564'STATION IS ON THE HIGHEST POINT OF AN ISOLATED RIDGE KNOWN AS
 LP0564'WILDCAT MOUNTAIN, ABOUT 1-1/2 MILES AIR LINE SW OF THE WILDCAT
 LP0564'FLUORITE MINE AND 17 MILES, AIRLINE, S OF KNOLLS.
 LP0564'
 LP0564'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LP0564'DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 LP0564'
 LP0564'STATION AND REFERENCE MARKS ARE SET IN LIMESTONE LEDGE WHICH
 LP0564'FORMS THE HIGHEST POINT OF THE PEAK.
 LP0564'
 LP0564'TO REACH STATION FROM THE CLIVE SERVICE STATION, TAKE TRACK
 LP0564'ROAD WHICH LEAVES U.S. HIGHWAY 40 JUST E OF THE STATION AND
 LP0564'FOLLOW MAIN RIGHT-HAND TRACK, SOUTHERLY, 1.6 MILES TO WHERE
 LP0564'IT CROSSES THE RAILROAD TRACK, CROSS TRACK AND FOLLOW MAIN
 LP0564'TRACK ROAD S, 6.8 MILES.  TAKE RIGHT FORK, SOUTHWESTERLY,
 LP0564'10.1 MILES TO EDGE OF WASH AND ROCK FILL ROAD.  CONTINUE
 LP0564'ACROSS ROCK FILL, S, AND THEN W, ON MAIN ROAD 2.7 MILES TO
 LP0564'THE N END OF THE MOUNTAIN AND THE OLD FLUORITE MINE BUILDINGS.
 LP0564'THE AZIMUTH MARK IS ON HIGHEST POINT OF FIRST HILL S OF THESE
 LP0564'BUILDINGS, ABOUT 0.05 MILE S.  STATION IS ON HIGHEST POINT
 LP0564'TO SW, DRIVE UP E SIDE OF WASH ABOUT 0.25 MILE, THEN RIGHT
 LP0564'ABOUT 0.5 MILE ACROSS GRAVEL HILLS AND SMALL WASHES TO THE
 LP0564'MAIN-GRAVEL RIDGE, WHICH LEADS S TOWARD THE HIGHEST PEAK.
 LP0564'FOLLOW THE CREST OF THIS RIDGE S AS FAR AS TRUCK WILL
 LP0564'GO.  THENCE PACK SW TO HIGHEST POINT AND STATION, ABOUT
 LP0564'ONE-HALF HOUR PACK.
 LP0564'
 LP0564'A 4-FOOT STAND USED.
 LP0564
 LP0564                          STATION RECOVERY (1958)
 LP0564
 LP0564'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958 (ODJ)
 LP0564'RECOVERED BY TUTTLE ENGINEERING INC.
 LP0564'
 LP0564'STATION WAS RECOVERED BY HELICOPTER, SO ORIGINAL ROUTE DESCRIPTION
 LP0564'WAS NOT CHECKED.
 LP0564'
 LP0564'ALTHOUGH THIS STATION IS LOCATED WITHIN A USAF AERIAL GUNNERY
 LP0564'RANGE AND RESTRICTED AREA.  STATION MARK AND REFERENCE MARKS
 LP0564'WERE RECOVERED IN GOOD CONDITION.  THE OBSERVED ANGLE AT
 LP0564'WILDCAT FROM KNOLLS (1940) TO CEDAR.  (1940) WAS 74-19-37.69.
 LP0564'
 LP0564'AZIMUTH MARK NOT SEARCHED FOR.
 LP0564'
 LP0564'PERMISSION TO ENTER THIS AREA MUST BE OBTAINED FROM RANGE
 LP0564'CONTROL OFFICER, WENDOVER AFB.
 LP0564
 LP0564                          STATION RECOVERY (1965)
 LP0564
 LP0564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0564'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 LP0564'IN GOOD CONDITION.  A SEARCH WAS MADE FOR THE AZIMUTH MARK
 LP0564'BUT IT WAS NOT RECOVERED.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 LP0564'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 LP0564'
 LP0564'THE STATION IS LOCATED ON A HIGH, PROMINENT HILL AND IS
 LP0564'AIRLINE, ABOUT 45 MILES WEST-SOUTHWEST OF GRANTSVILLE, 32
 LP0564'1/2 MILES SOUTHWEST OF DELLE AND 18 MILES SOUTH OF KNOLLS.
 LP0564'
 LP0564'TO REACH THE STATION FROM KNOLLS, GO EAST ON U.S. HIGHWAY
 LP0564'40 FOR 9.0 MILES TO A SIDE ROAD RIGHT WHICH IS JUST BEFORE
 LP0564'REACHING MILEPOST 49.  TURN RIGHT AND GO SOUTH ON A BLADED
 LP0564'ROAD FOR 1.5 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 LP0564'GO SOUTHWEST ON A BLADED ROAD FOR 1.45 MILES TO A RAILROAD
 LP0564'CROSSING, CROSS THE RAILROAD AND CONTINUE SOUTH ON THE BLADED
 LP0564'ROAD FOR 7.2 MILES TO THREE FORKS.  TAKE THE RIGHT ONE OF
 LP0564'THREE FORKS AND GO SOUTHWEST ON A BLADED ROAD FOR 10.8 MILES
 LP0564'TO A WASH ACROSS THE ROAD WHICH IS COVERED WITH ROCKS AND
 LP0564'GRAVEL.  CONTINUE AHEAD ON THE ROAD FOR 0.9 MILE TO A FORK.
 LP0564'TAKE THE LEFT FORK, WHICH LEADS UP A CANYON, FOR 0.8 MILE
 LP0564'TO THE AZIMUTH MARK ON THE LEFT, ACROSS THE WASH BY A
 LP0564'CAIRN.  CONTINUE AHEAD ON THE BLADED ROAD FOR ABOUT 1.0 MILE
 LP0564'TO THE TOP OF THE HILL AND THE STATION.
 LP0564'
 LP0564'STATION MARK IS A STANDARD DISK, STAMPED WILDCAT 1940, CEMENTED
 LP0564'IN A DRILL HOLE IN AN OUTCROP WHICH IS ON THE HIGHEST POINT
 LP0564'OF THE HILL.
 LP0564'
 LP0564'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WILDCAT NO 1
 LP0564'1940, CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS ABOUT
 LP0564'18 FEET LOWER IN ELEVATION THAN THE STATION.
 LP0564'
 LP0564'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WILDCAT NO 2
 LP0564'1940, CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS ABOUT
 LP0564'25 FEET LOWER IN ELEVATION THAN THE STATION.
 LP0564'
 LP0564'AZIMUTH MARK IS A STANDARD DISK, STAMPED WILDCAT 1940 1965,
 LP0564'CEMENTED IN A DRILL HOLE IN AN OUTCROP ALONG THE EAST SIDE
 LP0564'OF A WASH AND IS 5.0 FEET EAST OF A CAIRN.
 LP0564'
 LP0564'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MILES
 LP0564'SOUTH OF KNOLLS.
 LP0564
 LP0564                          STATION RECOVERY (1983)
 LP0564
 LP0564'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983 (DAC)
 LP0564'WILD CAT 1940 RECOVERED GOOD.
 LP0564'
 LP0564'STATION WAS REACHED BY HELICOPTER.
 LP0564'
 LP0564'NO REFERENCE OR AZIMUTH MARKS WERE SEARCHED FOR.
 LP0564
 LP0564                          STATION RECOVERY (1984)
 LP0564
 LP0564'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984 (TC)
 LP0564'WILDCAT 1940 FOUND GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0421 ***********************************************************************
 JN0421  DESIGNATION -  WILDCAT BUTTE
 JN0421  PID         -  JN0421
 JN0421  STATE/COUNTY-  UT/EMERY
 JN0421  COUNTRY     -  US
 JN0421  USGS QUAD   -  THE FLAT TOPS (2017)
 JN0421
 JN0421                         *CURRENT SURVEY CONTROL
 JN0421  ______________________________________________________________________
 JN0421* NAD 83(1994) POSITION- 38 36 23.37891(N) 110 24 52.22015(W)   ADJUSTED
 JN0421* NAVD 88 ORTHO HEIGHT -  1548.6   (meters)     5081.    (feet) VERTCON3
 JN0421  ______________________________________________________________________
 JN0421  GEOID HEIGHT    -        -20.006 (meters)                     GEOID18
 JN0421  LAPLACE CORR    -         -4.16  (seconds)                    DEFLEC18
 JN0421  HORZ ORDER      -  THIRD
 JN0421
 JN0421.The horizontal coordinates were established by classical geodetic methods
 JN0421.and adjusted by the National Geodetic Survey in November 1997.
 JN0421
 JN0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0421
 JN0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0421.GEOID18 height accuracy estimate available here.
 JN0421
 JN0421.Click photographs - Photos may exist for this station.
 JN0421
 JN0421.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0421
 JN0421. The following values were computed from the NAD 83(1994) position.
 JN0421
 JN0421;                    North         East     Units Scale Factor Converg.
 JN0421;SPC UT C     - 2,030,901.602   594,560.727   MT  1.00012642   +0 41 43.2
 JN0421;SPC UT C     - 6,663,049.67  1,950,654.65   sFT  1.00012642   +0 41 43.2
 JN0421;UTM  12      - 4,273,272.819   550,978.806   MT  0.99963200   +0 21 55.2
 JN0421
 JN0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0421!SPC UT C     -   0.99976021  x   1.00012642  =   0.99988660
 JN0421!UTM  12      -   0.99976021  x   0.99963200  =   0.99939230
 JN0421
 JN0421:                Primary Azimuth Mark                     Grid Az
 JN0421:SPC UT C     -  END                                      101 52 05.8
 JN0421:UTM  12      -  END                                      102 11 53.8
 JN0421
 JN0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH5097873272(NAD 83)
 JN0421
 JN0421|---------------------------------------------------------------------|
 JN0421| PID    Reference Object                     Distance      Geod. Az  |
 JN0421|                                                           dddmmss.s |
 JN0421| JN0418 END                                 APPROX. 7.8 KM 1023349.0 |
 JN0421|---------------------------------------------------------------------|
 JN0421
 JN0421                          SUPERSEDED SURVEY CONTROL
 JN0421
 JN0421  NAD 83(1986)-  38 36 23.36891(N)    110 24 52.21649(W) AD(       ) 3
 JN0421  NAD 27      -  38 36 23.44427(N)    110 24 49.70505(W) AD(       ) 3
 JN0421  NGVD 29 (07/19/86) 1547.6    (m)         5077.     (f) VERT ANG       
 JN0421
 JN0421.Superseded values are not recommended for survey control.
 JN0421
 JN0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0421.See file dsdata.pdf to determine how the superseded data were derived.
 JN0421
 JN0421_MARKER: DD = SURVEY DISK
 JN0421_SETTING: 80 = SET IN A BOULDER
 JN0421_STAMPING: WILDCAT 1952
 JN0421_MARK LOGO: USGS
 JN0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0421+STABILITY: SURFACE MOTION
 JN0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0421+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2021
 JN0421
 JN0421  HISTORY     - Date     Condition        Report By
 JN0421  HISTORY     - 1952     MONUMENTED       USGS
 JN0421  HISTORY     - 20210927 GOOD             INDIV
 JN0421
 JN0421                          STATION DESCRIPTION
 JN0421
 JN0421'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JN0421'LOCATED ABOUT 28.5 MI. S. OF GREEN RIVER 20.5 MI. ENE OF HANKSVILLE
 JN0421'AND 3.0 MI. W. OF MOORE SPRINGS ON HIGHEST POINT OF SMALL BUT
 JN0421'PROMINIENT ROCKY BUTTE RISING ABOUT 100 FT. ABOVE DESERT FLOOR.
 JN0421'BUTTE IS KNOWN AS WILDCAT BUTTE.
 JN0421'
 JN0421'STATION MARK - STANDARD TABLET STAMPED ---WILDCAT BUTTE 1952--- SET IN
 JN0421'NATURALLY EMBEDDED BOULDER.
 JN0421'
 JN0421'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.1
 JN0421'1952--- CEMENTED IN ROCK OUTCROP, 8.64 FT. FROM STATION MARK,
 JN0421'S 39 DEG 43 MIN W.
 JN0421'
 JN0421'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.2
 JN0421'1952--- CEMENTED IN ROCK OUTCROP 23.45 FT. FROM STATION MARK,
 JN0421'N 46 DEG 43 MIN W.
 JN0421
 JN0421                          STATION RECOVERY (2021)
 JN0421
 JN0421'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (TWG)
 JN0421'TO REACH FROM IH-70 IN UTAH TAKE EXIT 149 AND GO SOUTH ON UT-24 FOR
 JN0421'24.5 MI (39.4 KM) THEN TURN LEFT ONTO CR1010 AND GO 2.6 MI (4.2 KM).
 JN0421'TURN LEFT ONTO CR1023 AND GO 8 MI (12.9 KM).  FROM HERE HIKE NORTH TO
 JN0421'THE BUTTE AND STATION, ABOUT 1.4 MI (2.3 KM).  THERE IS AN EASY
 JN0421'SCRAMBLE UP THE SOUTH SIDE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0632 ***********************************************************************
 LQ0632  DESIGNATION -  WILDMULE
 LQ0632  PID         -  LQ0632
 LQ0632  STATE/COUNTY-  UT/TOOELE
 LQ0632  COUNTRY     -  US
 LQ0632  USGS QUAD   -  UTAH PEAK (2017)
 LQ0632
 LQ0632                         *CURRENT SURVEY CONTROL
 LQ0632  ______________________________________________________________________
 LQ0632* NAD 83(1994) POSITION- 40 15 55.14921(N) 114 02 22.63819(W)   ADJUSTED
 LQ0632* NAVD 88 ORTHO HEIGHT -  2049.8   (meters)     6725.    (feet) VERTCON3
 LQ0632  ______________________________________________________________________
 LQ0632  GEOID HEIGHT    -        -18.713 (meters)                     GEOID18
 LQ0632  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 LQ0632  HORZ ORDER      -  FIRST
 LQ0632
 LQ0632.The horizontal coordinates were established by classical geodetic methods
 LQ0632.and adjusted by the National Geodetic Survey in November 1997.
 LQ0632
 LQ0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0632
 LQ0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0632.GEOID18 height accuracy estimate available here.
 LQ0632
 LQ0632.Click photographs - Photos may exist for this station.
 LQ0632
 LQ0632.The Laplace correction was computed from DEFLEC18 derived deflections.
 LQ0632
 LQ0632. The following values were computed from the NAD 83(1994) position.
 LQ0632
 LQ0632;                    North         East     Units Scale Factor Converg.
 LQ0632;SPC UT C     - 2,217,555.527   284,018.383   MT  0.99992697   -1 37 36.6
 LQ0632;SPC UT C     - 7,275,430.09    931,816.98   sFT  0.99992697   -1 37 36.6
 LQ0632;UTM  11      - 4,461,411.080   751,734.911   MT  1.00038016   +1 54 51.8
 LQ0632;UTM  12      - 4,461,639.365   241,525.610   MT  1.00042249   -1 57 56.4
 LQ0632
 LQ0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0632!SPC UT C     -   0.99968148  x   0.99992697  =   0.99960847
 LQ0632!UTM  11      -   0.99968148  x   1.00038016  =   1.00006152
 LQ0632!UTM  12      -   0.99968148  x   1.00042249  =   1.00010384
 LQ0632
 LQ0632:                Primary Azimuth Mark                     Grid Az
 LQ0632:SPC UT C     -  WILDMULE AZ MK                           013 11 55.6
 LQ0632:UTM  11      -  WILDMULE AZ MK                           009 39 27.2
 LQ0632:UTM  12      -  WILDMULE AZ MK                           013 32 15.4
 LQ0632
 LQ0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE5173461411(NAD 83)
 LQ0632
 LQ0632|---------------------------------------------------------------------|
 LQ0632| PID    Reference Object                     Distance      Geod. Az  |
 LQ0632|                                                           dddmmss.s |
 LQ0632| DD7052 WILDMULE AZ MK                                     0113419.0 |
 LQ0632| DD7053 WILDMULE RM 1                        10.680 METERS 16805     |
 LQ0632| DD7054 WILDMULE RM 2                         7.890 METERS 25538     |
 LQ0632|---------------------------------------------------------------------|
 LQ0632
 LQ0632                          SUPERSEDED SURVEY CONTROL
 LQ0632
 LQ0632  NAD 83(1986)-  40 15 55.14069(N)    114 02 22.63522(W) AD(       ) 1
 LQ0632  NAD 27      -  40 15 55.38013(N)    114 02 19.60890(W) AD(       ) 1
 LQ0632  NGVD 29 (07/19/86) 2048.7    (m)         6721.     (f) VERT ANG       
 LQ0632
 LQ0632.Superseded values are not recommended for survey control.
 LQ0632
 LQ0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0632.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0632
 LQ0632_MARKER: DS = TRIANGULATION STATION DISK
 LQ0632_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0632_STAMPING: WILDMULE 1944
 LQ0632_MARK LOGO: CGS
 LQ0632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0632+STABILITY: POSITION/ELEVATION WELL
 LQ0632
 LQ0632  HISTORY     - Date     Condition        Report By
 LQ0632  HISTORY     - 1944     MONUMENTED       CGS
 LQ0632  HISTORY     - 1965     GOOD             CGS
 LQ0632  HISTORY     - 1984     GOOD             DMA
 LQ0632
 LQ0632                          STATION DESCRIPTION
 LQ0632
 LQ0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 LQ0632'STATION IS 14-1/2 MILES (AIR LINE) SSE OF THE FERGUSON MAINTENANCE
 LQ0632'STATION ON U.S. HIGHWAY 50, 34 MILES (AIR LINE) DUE S OF WENDOVER,
 LQ0632'AND 16 MILES N OF IBAPAH.  IT IS ON THE TOP OF A LONE PROMINENT
 LQ0632'PEAK, THE FIRST MOUNTAIN OF ANY SIZE JUST TO THE SW OF THE HILLS
 LQ0632'BORDERING GREAT SALT LAKE DESERT.  STATION IS ABOUT 1 MILE
 LQ0632'E OF THE UTAH-NEVADA STATE LINE.
 LQ0632'
 LQ0632'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK 8-1/2
 LQ0632'FEET SSW OF THE HIGHEST POINT OF THE MOUNTAIN.  IT IS STAMPED
 LQ0632'WILDMULE 1944.
 LQ0632'
 LQ0632'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 LQ0632'ABOUT 17 FEET LOWER THAN THE STATION MARK.  IT IS STAMPED
 LQ0632'WILDMULE NO 1 1944.
 LQ0632'
 LQ0632'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK ABOUT
 LQ0632'10 FEET LOWER THAN THE STATION MARK.  IT IS STAMPED WILDMULE NO
 LQ0632'2 1944.
 LQ0632'
 LQ0632'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK 18 FEET
 LQ0632'E OF WITNESS POST AND JUST S OF WASH IN THE BOTTOM OF THE CANYON
 LQ0632'(SEE BELOW).  IT IS STAMPED WILDMULE 1944.
 LQ0632'
 LQ0632'TO REACH STATION FROM THE FERGUSON MAINTENANCE STATION ON U.S.
 LQ0632'HIGHWAY 50 ABOUT 23 MILES SSW OF WENDOVER, GO SW ON HIGHWAY
 LQ0632'50 FOR 2.5 MILES TO A FORK AND SIGN IBAPAH GOLD HILL ON THE
 LQ0632'LEFT.  HERE TAKE GRADED ROAD TOWARD IBAPAH SE FOR 7.8 MILES TO A
 LQ0632'DIM TRACK CROSS ROAD.  HERE TURN RIGHT AND GO 1.1 MILES TO A
 LQ0632'FORK.  HERE TURN LEFT AND GO 2.5 MILES TO TWO FORKS.  KEEP TO
 LQ0632'THE LEFT ON BOTH AND GO 0.5 MILE TO A LARGE WASH.  CONTINUE FOR
 LQ0632'1.0 MILE TO A FORK.  TURN BACK SHARP RIGHT AND GO 0.1 MILE.
 LQ0632'HERE TURN LEFT AND GO S CROSS COUNTRY UP A GENTLE
 LQ0632'SAGE-COVERED SLOPE TOWARD A LOW DIVIDE FOR 0.8 MILE TO THE
 LQ0632'END OF RIDGE WITH LARGE OUTCROPS OF GREY ROCK ON THE RIGHT OR
 LQ0632'W AND A CANYON JUST N OF THIS RIDGE AND THE AZIMUTH-MARK
 LQ0632'WITNESS POST IN THE MOUTH OF THE CANYON.  FROM HERE GO SW AND
 LQ0632'W UP THE CANYON FOR 0.4 MILE TO THE END OF TRUCK TRAVEL.  FROM
 LQ0632'HERE PACK S UP THE STEEP SLOPE ONTO THE MAIN RIDGE AND UP
 LQ0632'THE MAIN RIDGE FOR ABOUT 1 MILE TO THE HIGHEST POINT OF THE
 LQ0632'MOUNTAIN AND STATION.
 LQ0632'
 LQ0632'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 LQ0632
 LQ0632                          STATION RECOVERY (1965)
 LQ0632
 LQ0632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LQ0632'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 LQ0632'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 LQ0632'DIRECTION TO BOTH REFERENCE MARKS CHECKED BUT A DIFFERENCE IN
 LQ0632'DISTANCE TO BOTH MARKS WAS NOTED.  A DIFFERENCE IN DIRECTION WAS
 LQ0632'NOTED TO THE AZIMUTH MARK.
 LQ0632'
 LQ0632'DUE TO ROAD CHANGED, FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 LQ0632'
 LQ0632'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND U.S. HIGHWAY
 LQ0632'50 ALTERNATE, WHICH IS ABOUT 1 MILE WEST OF WENDOVER, UTAH, GO
 LQ0632'SOUTH ON U.S. HIGHWAY 50 ALTERNATE FOR 23.0 MILES TO THE
 LQ0632'FERGUSON STATE HIGHWAY DEPARTMENT MAINTENANCE STATION ON THE
 LQ0632'RIGHT.  CONTINUE SOUTHERLY ON THE HIGHWAY FOR 2.5 MILES TO A SIDE
 LQ0632'ROAD LEFT.  TURN LEFT AND GO EAST ON A GRAVEL ROAD FOR 7.7 MILES
 LQ0632'TO A WASH.  CROSS THE WASH AND CONTINUE EAST ON THE GRAVEL ROAD
 LQ0632'FOR 0.25 MILE TO A BLADED ROAD RIGHT.  TURN RIGHT AND GO SOUTH
 LQ0632'ON THE BLADED ROAD FOR 0.05 MILE TO A FORK.  TAKE THE LEFT FORK
 LQ0632'AND GO SOUTHERLY ON A TRACK ROAD FOR 3.7 MILES TO A DIM FORK
 LQ0632'ON THE LEFT.  TAKE THE LEFT FORK AND GO EASTERLY ON THE DIM
 LQ0632'TRACK ROAD FOR 0.45 MILE TO A WASH.  CROSS THE WASH AND
 LQ0632'CONTINUE EAST ON THE TRACK ROAD FOR 1.1 MILES TO A
 LQ0632'REVERSE FORK.  TURN SHARP RIGHT AND FOLLOW DIM TRACK ROAD
 LQ0632'FOR 0.5 MILE TO A DIM TRACK ROAD LEFT.  TURN LEFT AND GO
 LQ0632'EASTERLY ON A DIM TRACK ROAD FOR 0.7 MILE TO THE MOUTH OF A
 LQ0632'CANYON AND THE AZIMUTH MARK.  BEAR RIGHT AND CONTINUE
 LQ0632'UP THE CANYON FOR 0.4 MILE TO THE END OF TRUCK TRAVEL.
 LQ0632'PACK EAST TO THE TOP OF THE RIDGE THENCE NORTH AND WEST TO
 LQ0632'THE TOP OF THE PEAK AND THE STATION.  A 1-1/4 HOUR PACK.
 LQ0632'
 LQ0632'STATION MARK IS A STANDARD DISK, STAMPED WILDMULE 1944, CEMENTED
 LQ0632'IN A DRILL HOLE IN AN OUTCROP ON THE HIGHEST POINT OF THE
 LQ0632'MOUNTAIN.
 LQ0632'
 LQ0632'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WILDMULE NO 1 1944,
 LQ0632'CEMENTED IN A DRILL HOLE IN AN OUTCROP AND IS ABOUT 10 FEET
 LQ0632'LOWER IN ELEVATION THAN THE STATION.
 LQ0632'
 LQ0632'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WILDMULE NO 2
 LQ0632'1944, CEMENTED IN A DRILL HOLE IN AN OUTCROP AND IS ABOUT 4 FEET
 LQ0632'LOWER IN ELEVATION THAN THE STATION.
 LQ0632'
 LQ0632'AZIMUTH MARK IS A STANDARD DISK, STAMPED WILDMULE 1944, CEMENTED
 LQ0632'IN A DRILL HOLE IN AN OUTCROP WHICH PROJECTS ABOUT 4 FEET ABOVE
 LQ0632'THE GROUND SURFACE.  IT IS 18 FEET EAST OF A WITNESS POST.
 LQ0632'
 LQ0632'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 LQ0632'NORTHWEST OF GOLD HILL
 LQ0632
 LQ0632                          STATION RECOVERY (1984)
 LQ0632
 LQ0632'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984 (TC)
 LQ0632'WILDMULE 1944 RECOVERED GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0719 ***********************************************************************
 MR0719  DESIGNATION -  WILLARD
 MR0719  PID         -  MR0719
 MR0719  STATE/COUNTY-  UT/BOX ELDER
 MR0719  COUNTRY     -  US
 MR0719  USGS QUAD   -  MANTUA (2017)
 MR0719
 MR0719                         *CURRENT SURVEY CONTROL
 MR0719  ______________________________________________________________________
 MR0719* NAD 83(1994) POSITION- 41 22 57.96612(N) 111 58 28.42627(W)   ADJUSTED
 MR0719* NAVD 88 ORTHO HEIGHT -  2978.2   (meters)     9771.    (feet) VERTCON3
 MR0719  ______________________________________________________________________
 MR0719  GEOID HEIGHT    -        -15.887 (meters)                     GEOID18
 MR0719  LAPLACE CORR    -          7.65  (seconds)                    DEFLEC18
 MR0719  HORZ ORDER      -  FIRST
 MR0719
 MR0719.The horizontal coordinates were established by classical geodetic methods
 MR0719.and adjusted by the National Geodetic Survey in November 1997.
 MR0719
 MR0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0719
 MR0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0719.GEOID18 height accuracy estimate available here.
 MR0719
 MR0719.Click photographs - Photos may exist for this station.
 MR0719
 MR0719.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0719
 MR0719. The following values were computed from the NAD 83(1994) position.
 MR0719
 MR0719;                    North         East     Units Scale Factor Converg.
 MR0719;SPC UT N     - 1,116,648.681   460,306.251   MT  0.99995949   -0 18 46.5
 MR0719;SPC UT N     - 3,663,538.21  1,510,188.09   sFT  0.99995949   -0 18 46.5
 MR0719;UTM  12      - 4,581,707.566   418,513.265   MT  0.99968172   -0 38 39.5
 MR0719
 MR0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0719!SPC UT N     -   0.99953557  x   0.99995949  =   0.99949508
 MR0719!UTM  12      -   0.99953557  x   0.99968172  =   0.99921744
 MR0719
 MR0719:                Primary Azimuth Mark                     Grid Az
 MR0719:SPC UT N     -  WILLARD AZ MK                            008 03 25.6
 MR0719:UTM  12      -  WILLARD AZ MK                            008 23 18.6
 MR0719
 MR0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1851381707(NAD 83)
 MR0719
 MR0719|---------------------------------------------------------------------|
 MR0719| PID    Reference Object                     Distance      Geod. Az  |
 MR0719|                                                           dddmmss.s |
 MR0719| CM6777 WILLARD AZ MK                                      0074439.1 |
 MR0719| AE9171 WILLARD RM 1                          4.898 METERS 10046     |
 MR0719| MR0813 KNIGHT LANDING FIELD AIR BCN 6      APPROX.96.2 KM 1065102.4 |
 MR0719| AE9172 WILLARD RM 2                          8.025 METERS 17310     |
 MR0719| MS0711 AIR BCN 2 2 MI S CLEARFIELD         APPROX.31.4 KM 1875409.1 |
 MR0719| MS0715 ANTELOPE ISLAND AIR BEACON          APPROX.45.3 KM 2054113.1 |
 MR0719| MS0704 AIR BCN 3 5 MI SW OF WILLARD        APPROX. 8.9 KM 2343440.2 |
 MR0719| MS0721 PROMONTORY PT AIRPORT BEACON        APPROX.42.5 KM 2434344.5 |
 MR0719|---------------------------------------------------------------------|
 MR0719
 MR0719                          SUPERSEDED SURVEY CONTROL
 MR0719
 MR0719  NAD 83(1993)-  41 22 57.96589(N)    111 58 28.42619(W) AD(       ) 1
 MR0719  NAD 83(1986)-  41 22 57.95550(N)    111 58 28.41613(W) AD(       ) 1
 MR0719  NAD 27      -  41 22 58.17710(N)    111 58 25.60840(W) AD(       ) 1
 MR0719  NGVD 29 (07/19/86) 2977.0    (m)         9767.     (f) VERT ANG       
 MR0719
 MR0719.Superseded values are not recommended for survey control.
 MR0719
 MR0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0719.See file dsdata.pdf to determine how the superseded data were derived.
 MR0719
 MR0719_MARKER: DS = TRIANGULATION STATION DISK
 MR0719_SETTING: 66 = SET IN ROCK OUTCROP
 MR0719_STAMPING: WILLARD 1938
 MR0719_MARK LOGO: CGS
 MR0719_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MR0719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0719+STABILITY: POSITION/ELEVATION WELL
 MR0719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0719+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2017
 MR0719
 MR0719  HISTORY     - Date     Condition        Report By
 MR0719  HISTORY     - 1938     MONUMENTED       CGS
 MR0719  HISTORY     - 1963     GOOD             CGS
 MR0719  HISTORY     - 19850615 GOOD             NGS
 MR0719  HISTORY     - 20140816 GOOD             INDIV
 MR0719  HISTORY     - 20170823 GOOD             GEOCAC
 MR0719
 MR0719                          STATION DESCRIPTION
 MR0719
 MR0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 MR0719'STATION IS ON THE HIGHEST POINT OF A HIGH ROCKY PEAK, KNOWN AS
 MR0719'WILLARD PEAK.  IT IS ABOUT 1-1/2 MILES NNW OF BEN LOMAND PEAK
 MR0719'(KNOWN AS NORTH OGDEN PEAK).  STATION LIES ABOUT 3-1/2 MILES
 MR0719'ESE OF WILLARD, ABOUT 11 MILES N OF OGDEN AND ABOUT 9 MILES
 MR0719'SSE OF BRIGHAM.
 MR0719'
 MR0719'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 MR0719'DISKS SET IN BEDROCK.
 MR0719'
 MR0719'REACHED FROM POST OFFICE IN BRIGHAM AS FOLLOWS--GO EAST ON
 MR0719'U.S. 91 FOR 4.15 MILES TO WHERE HIGHWAY TURNS NORTH, JUST
 MR0719'BEFORE REACHING MANTUA, LEAVE HIGHWAY AND GO STRAIGHT AHEAD ON
 MR0719'GRAVEL ROAD JUST SOUTH OF THE LOG CABIN SERVICE STATION TURN
 MR0719'S ON GRAVEL (R) ROAD AND GO 0.15 MILE TO FORK.  GO STRAIGHT
 MR0719'AHEAD, SOUTHERLY ON RIGHT FORK 0.7 MILE, THEN RIGHT FORK, MAIN
 MR0719'DIRT ROAD 0.25 MILE, THEN RIGHT FORK, SOUTHERLY FOR 1.15 MILES
 MR0719'TO FORK.  TAKE LEFT FORK, ACROSS CREEK AND UP HILL FOR 2.9
 MR0719'MILES TO LOCKED GATE (KEY OBTAINED FROM THE CCC CAMP IN
 MR0719'WILLARD).  GO THROUGH GATE AND CONTINUE ON MAIN DIRT ROAD,
 MR0719'UP STEEP GRADE FOR 2.15 MILES TO SADDLE ON A RIDGE, JUST EAST
 MR0719'OF A SMALL LAKE, TURN LEFT, SOUTHERLY ON MAIN ROAD AND GO 2.3
 MR0719'MILES TO CATTLE GUARD AND FENCE ON HIGH SADDLE.  AZIMUTH
 MR0719'MARK IS ON ROCK OUTCROP 90 YARDS NW OF THIS POINT.  CONTINUE ON
 MR0719'MAIN ROAD DOWN SIDE OF RIDGE FOR 1.7 MILES TO FORK JUST
 MR0719'ABOVE CCC SPIKE CAMP.  TURN SHARP LEFT AND UP GRADE 0.6
 MR0719'MILE TO END OF ROAD AT A SMALL LAKE.  FROM THIS POINT THE
 MR0719'STATION LIES SE ABOUT 3/4 MILE.  IT IS A 1 HOUR PACK.  THE
 MR0719'BEST ROUTE IS UP THE SIDE OF THE RIDGE TO THE SOUTH TO THE
 MR0719'SADDLE ON THE MAIN RIDGE, THEN EAST ALONG TOP OF RIDGE TO
 MR0719'HIGHEST POINT AND STATION.
 MR0719
 MR0719                          STATION RECOVERY (1963)
 MR0719
 MR0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 MR0719'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 MR0719'WERE RECOVERED IN GOOD CONDITION.  DUE TO ROAD CHANGES A NEW
 MR0719'COMPLETE DESCRIPTION FOLLOWS--
 MR0719'
 MR0719'THE STATION IS ABOUT 11 MILES NORTH OF OGDEN, 9 MILES SOUTH-SOUTHEAST
 MR0719'OF BRIGHAM CITY AND 3-1/2 MILES EAST OF WILLARD, ON THE HIGHEST
 MR0719'POINT OF WILLARD PEAK.
 MR0719'
 MR0719'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 91 AND
 MR0719'U.S. HIGHWAY 30 IN BRIGHAM CITY, GO EAST ON U.S. HIGHWAY 91
 MR0719'FOR 3.55 MILES TO A SIDE ROAD RIGHT AND A SIGN MANTUA.  TURN
 MR0719'RIGHT AND GO SOUTH AND EAST ON PAVED ROAD FOR 0.45 MILE TO WHERE
 MR0719'THE MAIN ROAD TURNS LEFT AND A ROAD CONTINUES STRAIGHT AHEAD.
 MR0719'CONTINUE STRAIGHT AHEAD, EAST ON GRAVELED ROAD FOR 0.05 MILE
 MR0719'TO A T-ROAD INTERSECTION.  TURN RIGHT AND GO SOUTH ON GRAVELED
 MR0719'ROAD FOR 0.1 MILE TO A 3-WAY FORK.  TAKE THE MIDDLE ROAD AND
 MR0719'CONTINUE SOUTH ON GRAVELED ROAD FOR 1.0 MILE TO A FORK.  TAKE
 MR0719'THE RIGHT FORK AND CONTINUE SOUTHERLY ON MAIN TRAVELED ROAD
 MR0719'FOR 1.2 MILES TO A FORK.  TAKE THE LEFT FORK, CROSSING A
 MR0719'SMALL DRAIN, FOR 0.25 MILE TO A FORK.  TAKE THE RIGHT FORK,
 MR0719'PASSING A SIGN DOC FLAT FOR 0.15 MILE TO A FORK.  TAKE THE
 MR0719'LEFT FORK, MAIN TRAVELED ROAD FOR 1.7 MILES TO A FORK.  TAKE
 MR0719'THE RIGHT FORK MAIN TRAVELED ROAD FOR 3.1 MILES TO A FORK AND A
 MR0719'SIGN PERRY RESERVOIR.  TAKE THE LEFT FORK FOR 2.1 MILES TO
 MR0719'A FORK.  TAKE THE LEFT FORK FOR 0.1 MILE TO A FENCE LINE, A
 MR0719'SIGN WILLARD BASIN AND THE AZIMUTH MARK ON THE RIGHT.
 MR0719'CONTINUE SOUTH ON THE MAIN ROAD FOR 1.7 MILES TO A REVERSE
 MR0719'FORK JUST AFTER PASSING A SIGN WILLARD PEAK.  TURN SHARP LEFT
 MR0719'AND GO EASTERLY AND SOUTHERLY FOR 0.6 MILE TO A SMALL
 MR0719'LAKE.  CONTINUE AROUND THE LAKE TO THE SOUTH SIDE FOR 0.2
 MR0719'MILE TO THE END OF TRUCK TRAVEL.  PACK SOUTH AND SOUTHEASTERLY
 MR0719'UP STEEP HILL ON GOOD TRAIL FOR ABOUT 1/4 MILE TO THE TOP
 MR0719'OF THE RIDGE.  TURN LEFT AND GO EAST AND SOUTHEASTERLY UP
 MR0719'STEEP ROCKY HILL FOR ABOUT 1/2 MILE TO THE HIGHEST POINT AND
 MR0719'THE STATION.
 MR0719'
 MR0719'STATION MARK IS A STANDARD DISK, STAMPED WILLARD 1938, CEMENTED
 MR0719'IN A DRILL HOLE IN A 3 X 4 FOOT ROCK OUTCROP FLUSH WITH THE
 MR0719'SURROUNDING SURFACE.
 MR0719'
 MR0719'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WILLARD NO 1 1938,
 MR0719'CEMENTED IN A DRILL HOLE NEAR THE EAST EDGE OF A ROCK LEDGE.
 MR0719'IT IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 MR0719'
 MR0719'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WILLARD NO 2 1938,
 MR0719'CEMENTED IN A DRILL HOLE IN A 3 X 4 FOOT ROCK OUTCROP PROJECTING
 MR0719'3 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 MR0719'
 MR0719'AZIMUTH MARK IS A STANDARD DISK, STAMPED WILLARD 1938, CEMENTED
 MR0719'IN A DRILL HOLE IN A 5 X 7 FOOT ROCK OUTCROP PROJECTING 2 FEET.
 MR0719'IT IS 270 FEET NORTH OF A FENCE CORNER, 105 FEET EAST OF THE
 MR0719'CENTERLINE OF A TRACK ROAD AND 62 FEET WEST OF A WIRE FENCE.
 MR0719
 MR0719                          STATION RECOVERY (1985)
 MR0719
 MR0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 MR0719'THE STATION IS A SURVEY DISK.  SET IN ROCK OUTCROP.  THE STATION MARK,
 MR0719'REFERENCE MARKS 1 AND 2, AND THE DRILL HOLE FOR THE AZIMUTH MARK WERE
 MR0719'RECOVERED IN GOOD CONDITION.  A NEW AZIMUTH WAS SET IN THE OLD DRILL
 MR0719'HOLE AND THE AZIMUTH AGREED WITH OLD DATA.  THE AZIMUTH MARK WAS NOT
 MR0719'POSITIONED AT THIS TIME DUE TO POOR WEATHER AND THE DISTANCE TO THE
 MR0719'MARK.  ALL ANGLES AND DISTANCES AGREED WITH IN LIMITS WITH THE 1938
 MR0719'DATA EXCEPT FOR THE DISTANCE TO REFERENCE MARK 2 WHICH WAS SHORT BY 11
 MR0719'MM.  THE LOCATION AND TO REACH ARE STILL GOOD FROM THE 1963
 MR0719'DESCRIPTION.  A NEW DESCRIPTION OF THE MARKS IS GIVEN.  SET INTO ROCK
 MR0719'OUCROP ON THE SOUTH END OF THE HIGHEST PART OF WILLARD PEAK SET IN A
 MR0719'DRILL HOLE IN WHITE QUARTZITE.
 MR0719'
 MR0719'AZIMUTH MARK NO 1 RESET
 MR0719'THE STATION IS AN AZIMUTH MARK DISK.  SET INTO ROCK OUTCROP 7 FT (2.1
 MR0719'M) LARGEST DIMENSION.  THE ROCK OUTCROP PROJECTS 0.6 M (2.0 FT) ABOVE
 MR0719'THE GROUND AND IS WHITE AND RUST COLORED QUARTZITE.  AZIMUTH MARK NO 1
 MR0719'IS A STANDARD NGS DISK, STAMPED WILLARD 1938.  THE MARK WAS PLACED IN
 MR0719'THE OLD DRILL HOLE WHICH CHECKED WITH THE OLD DESCRIPTION. THE STATION
 MR0719'IS LOCATED 84.4 METERS (276.9 FT) NORTHWEST FROM THE CENTER OF THE
 MR0719'ROAD AT THE TOP OF THE PASS.  78.6 METERS (257.9 FT) NORTH FROM THE
 MR0719'NORTHERN POST OF A FOREST SIGN.  32.0 METERS (105.0 FT) EAST FROM THE
 MR0719'CENTER OF A ROAD.
 MR0719'
 MR0719'REFERENCE MARK NO 1
 MR0719'THE STATION IS A REFERENCE MARK DISK.  SET IN A ROCK OUTCROP.
 MR0719'REFERENCE MARK 1 IS A STANDARD CGS DISK, STAMPED WILLARD NO 1 1938. ON
 MR0719'THE SOUTH END OF THE HIGHEST PART OF WILLARD PEAK SET IN A DRILL HOLE
 MR0719'NEAR THE EASTERN EDGE OF A ROCK OUTCROP.  AND 0.3 METERS (1.0 FT) 1 FT
 MR0719'(0.3 M) ABOVE THE STATION.
 MR0719'
 MR0719'REFERENCE MARK NO 2
 MR0719'THE STATION IS A REFERENCE MARK DISK.  SET INTO A ROCK OUTCROP.
 MR0719'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED WILLARD NO 2 1938.
 MR0719'ON THE SOUTH END OF THE HIGHEST PART OF WILLARD PEAK SET IN A DRILL
 MR0719'HOLE.  AND 0.9 METERS (3.0 FT) 3 FT (0.9 M) BELOW THE STATION.
 MR0719
 MR0719                          STATION RECOVERY (2014)
 MR0719
 MR0719'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JLW)
 MR0719'RECOVERED IN GOOD CONDITION.
 MR0719
 MR0719                          STATION RECOVERY (2017)
 MR0719
 MR0719'RECOVERY NOTE BY GEOCACHING 2017 (DG)
 MR0719'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0435 ***********************************************************************
 LP0435  DESIGNATION -  WILLIAMS
 LP0435  PID         -  LP0435
 LP0435  STATE/COUNTY-  UT/SALT LAKE
 LP0435  COUNTRY     -  US
 LP0435  USGS QUAD   -  TICKVILLE SPRING (2017)
 LP0435
 LP0435                         *CURRENT SURVEY CONTROL
 LP0435  ______________________________________________________________________
 LP0435* NAD 83(1994) POSITION- 40 26 06.96713(N) 112 00 24.41574(W)   ADJUSTED
 LP0435* NAVD 88 ORTHO HEIGHT -  2049.0   (meters)     6722.    (feet) VERTCON3
 LP0435  ______________________________________________________________________
 LP0435  GEOID HEIGHT    -        -17.149 (meters)                     GEOID18
 LP0435  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 LP0435  HORZ ORDER      -  FIRST
 LP0435
 LP0435.The horizontal coordinates were established by classical geodetic methods
 LP0435.and adjusted by the National Geodetic Survey in November 1997.
 LP0435
 LP0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0435
 LP0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0435.GEOID18 height accuracy estimate available here.
 LP0435
 LP0435.Click photographs - Photos may exist for this station.
 LP0435
 LP0435.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0435
 LP0435. The following values were computed from the NAD 83(1994) position.
 LP0435
 LP0435;                    North         East     Units Scale Factor Converg.
 LP0435;SPC UT C     - 2,233,481.173   457,002.170   MT  0.99995365   -0 19 28.7
 LP0435;SPC UT C     - 7,327,679.48  1,499,347.95   sFT  0.99995365   -0 19 28.7
 LP0435;UTM  12      - 4,476,556.222   414,608.817   MT  0.99968975   -0 39 10.9
 LP0435
 LP0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0435!SPC UT C     -   0.99968136  x   0.99995365  =   0.99963503
 LP0435!UTM  12      -   0.99968136  x   0.99968975  =   0.99937121
 LP0435
 LP0435:                Primary Azimuth Mark                     Grid Az
 LP0435:SPC UT C     -  WILLIAMS AZ MK                           265 39 46.1
 LP0435:UTM  12      -  WILLIAMS AZ MK                           265 59 28.3
 LP0435
 LP0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK1460876556(NAD 83)
 LP0435
 LP0435|---------------------------------------------------------------------|
 LP0435| PID    Reference Object                     Distance      Geod. Az  |
 LP0435|                                                           dddmmss.s |
 LP0435| LO0809 RIVERTON UTAH ST PRISON STACK       APPROX.10.8 KM 0550636.5 |
 LP0435| CM6779 WILLIAMS RM 1                         8.935 METERS 09518     |
 LP0435| LO0806 LAKE MTN UTAH PWR LT CO MAST        APPROX.18.0 KM 1604502.7 |
 LP0435| CM6780 WILLIAMS RM 1                         5.249 METERS 20942     |
 LP0435| CM6778 WILLIAMS AZ MK                                     2652017.4 |
 LP0435|---------------------------------------------------------------------|
 LP0435
 LP0435                          SUPERSEDED SURVEY CONTROL
 LP0435
 LP0435  NAD 83(1993)-  40 26 06.96664(N)    112 00 24.41421(W) AD(       ) 1
 LP0435  NAD 83(1986)-  40 26 06.95622(N)    112 00 24.40969(W) AD(       ) 1
 LP0435  NAD 27      -  40 26 07.13681(N)    112 00 21.63847(W) AD(       ) 1
 LP0435  NGVD 29 (07/19/86) 2047.9    (m)         6719.     (f) VERT ANG       
 LP0435
 LP0435.Superseded values are not recommended for survey control.
 LP0435
 LP0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0435.See file dsdata.pdf to determine how the superseded data were derived.
 LP0435
 LP0435_MARKER: DB = BENCH MARK DISK
 LP0435_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LP0435_STAMPING: WILLIAMS 1950
 LP0435_MARK LOGO: USGS
 LP0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0435
 LP0435  HISTORY     - Date     Condition        Report By
 LP0435  HISTORY     - 1950     MONUMENTED       USGS
 LP0435  HISTORY     - 1962     GOOD             CGS
 LP0435  HISTORY     - 1973     GOOD             USGS
 LP0435
 LP0435                          STATION DESCRIPTION
 LP0435
 LP0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LP0435'THE STATION IS LOCATED ON THE HIGHEST AND THE MOST SOUTHEASTERLY
 LP0435'OF THREE HIGH, FLAT AND BARE TOPPED HILLS.  IT IS 8-3/4 MILES
 LP0435'NORTHWEST OF LEHI, 7 MILES SOUTHWEST OF RIVERTON AND ON CAMP
 LP0435'WILLIAMS MILITARY RESERVATION.
 LP0435'
 LP0435'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 68 AND 111 AT A STOP
 LP0435'LIGHT IN RIVERTON, GO SOUTH ON STATE HIGHWAY 68 FOR 2.0 MILES
 LP0435'TO A FORK.  TAKE THE RIGHT FORK AS PER SIGN CAMP WILLIAMS, FOR
 LP0435'4.1 MILES TO A SIDE ROAD RIGHT AND IRON PIPE GATE.  (THIS IS
 LP0435'0.1 MILE BEFORE REACHING THE MAIN ENTRANCE TO CAMP WILLIAMS
 LP0435'ON THE LEFT) TURN RIGHT ON A GRADED ROAD FOR 0.4 MILE TO
 LP0435'A FORK.  TAKE THE RIGHT FORK FOR 2.0 MILES, ALONG THE MAIN
 LP0435'ROAD TO A SIDE ROAD LEFT.  CONTINUE AHEAD ON THE MAIN ROAD
 LP0435'FOR 0.9 MILE TO A FORK, TAKE THE RIGHT FORK FOR 0.35 MILE TO
 LP0435'A FORK.  TAKE THE RIGHT FORK FOR 0.95 MILE TO A FORK.  TAKE
 LP0435'THE RIGHT FORK NORTHERLY TOWARDS A SADDLE FOR 0.05 MILE.
 LP0435'(TO REACH THE AZIMUTH MARK FROM THIS POINT, TAKE THE LEFT FORK
 LP0435'FOR 0.4 MILE TO A 3-WAY FORK.  TAKE THE CENTER ONE, UP THE HILL
 LP0435'FOR 0.05 MILE TO THE MARK ON THE RIGHT.) TURN RIGHT UP THE
 LP0435'STEEP GRADE FOR 0.1 MILE TO THE TOP OF THE HILL AND THE STATION.
 LP0435'A FOUR WHEEL DRIVE IS NEEDED FOR THE LAST MILEAGE.
 LP0435'
 LP0435'THE STATION MARK IS A U.S. GEOLOGICAL BENCH MARK BRONZE DISK,
 LP0435'STAMPED WILLIAMS 1950, SET IN THE TOP OF AN IRREGULAR MASS OF
 LP0435'CONCRETE FLUSH WITH THE SURFACE OF THE GROUND.  IT IS NEXT TO
 LP0435'A 2 INCH PIPE THAT PROJECTS 18 INCHES, 7 FEET WEST NORTHWEST
 LP0435'OF A WITNESS POST AND ON THE HIGHEST POINT.
 LP0435'
 LP0435'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WILLIAMS NO 1 USGS
 LP0435'1962, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP PROJECTING 1 FOOT.
 LP0435'IT IS 1 FOOT LOWER THAN THE STATION MARK.
 LP0435'
 LP0435'REFERENCE MARK 1 (USGS) IS A U.S. GEOLOGICAL SURVEY REFERENCE
 LP0435'MARK BRONZE DISK, STAMPED NO 1, BRAZED TO THE TOP OF A 2 INCH
 LP0435'PIPE, FLUSH WITH THE SURFACE OF THE GROUND.  IT IS THE SAME
 LP0435'ELEVATION AS THE STATION MARK.
 LP0435'
 LP0435'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WILLIAMS USGS 1962,
 LP0435'CEMENTED IN A DRILL IN A 2 BY 3 FOOT BOULDER PROJECTING 1 FOOT.
 LP0435'IT IS 26 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD, 4.5
 LP0435'FEET SOUTHWEST OF A SMALL PINE TREE AND 2 FEET NORTHWEST OF A
 LP0435'WITNESS POST.
 LP0435
 LP0435                          STATION RECOVERY (1973)
 LP0435
 LP0435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JRS)
 LP0435'THE STATION MARK, REFERENCE MARKS 1, 1 (USGS) AND THE AZIMUTH MARK
 LP0435'WERE RECOVERED IN GOOD CONDITION.  DIRECTIONS TO ALL MARKS COMPARED
 LP0435'WITH THE 1962 DATA.  THE MEASUREMENT TO REFERENCE MARK 1 COMPARED,
 LP0435'THERE WAS SHORTER MEASUREMENT OF 0.009 METER TO REFERENCE MARK 1
 LP0435'(USGS).
 LP0435'
 LP0435'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 LP0435'
 LP0435'STATION IS LOCATED ABOUT 4.5 MILES WEST OF U.S. HIGHWAY 68, 5.5
 LP0435'MILES SOUTH OF HERRIMAN, 6.5 MILES SOUTH-SOUTHWEST OF RIVERTON, 10
 LP0435'MILES SOUTH-SOUTHEAST OF BINGHAM, ON THE HIGHEST OF THREE BARE
 LP0435'HILLS AND ON PROPERTY OF CAMP WILLIAMS MILITARY RESERVATION.
 LP0435'
 LP0435'TO REACH THE STATION FROM RIVERTON CITY HALL, GO SOUTH ON
 LP0435'U.S. HIGHWAY 68 FOR 5.7 MILES TO A GRAVEL SIDE ROAD RIGHT AND
 LP0435'GATE.  TURN RIGHT, PASS THROUGH GATE AND GO FOR 0.05 MILE TO A
 LP0435'T-ROAD.  TURN RIGHT, GO WESTERLY ON THE GRAVEL ROAD PAST A WATER
 LP0435'TANK FOR 0.35 MILE TO A FORK.  TAKE RIGHT FORK, CONTINUE WESTERLY
 LP0435'ON THE GRAVEL ROAD FOR 1.0 MILE TO A REVERSE FORK.  CONTINUE
 LP0435'WESTERLY ON THE GRAVEL ROAD FOR 1.9 MILES TO A SIDE ROAD
 LP0435'RIGHT.  CONTINUE LEFT ON THE MAIN DIRT ROAD FOR 2.8 MILE TO A
 LP0435'FORK.  (TO REACH THE AZIMUTH MARK FROM HERE, TAKE LEFT FORK
 LP0435'AND GO FOR 0.3 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 LP0435'SOUTHWEST UPHILL FOR 0.15 MILE TO THE MARK ON RIGHT, WEST SIDE OF
 LP0435'ROAD).  TAKE THE RIGHT FORK AND GO EASTERLY UPHILL FOR 0.2 MILE TO
 LP0435'THE TOP OF HILL AND STATION AS DESCRIBED.
 LP0435'
 LP0435'STATION MARK IS A U.S. GEOLOGICAL SURVEY STATION DISK STAMPED
 LP0435'WILLIAMS 1950, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE,
 LP0435'FLUSH WITH GROUND SURFACE.  ITS 2 INCHES SOUTH OF A 2-INCH PIPE
 LP0435'THAT PROJECTS 18 INCHES, 8 FEET NORTHEAST OF THE SOUTHWEST LEG
 LP0435'OF A LARGE TARGET, 8 FEET NORTHWEST OF THE SOUTHEAST LEG OF THE
 LP0435'TARGET.
 LP0435'
 LP0435'REFERENCE MARK 1 IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 LP0435'REFERENCE DISK STAMPED WILLIAMS USGS NO 1 1962, CEMENTED IN A DRILL
 LP0435'HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 1 FOOT.  ITS ABOUT 1 FOOT
 LP0435'LOWER THAN THE STATION, 23 FEET EAST OF THE SOUTHEAST LEG OF THE
 LP0435'TARGET.
 LP0435'
 LP0435'REFERENCE MARK 1 (USGS) IS A U.S. GEOLOGICAL SURVEY REFERENCE
 LP0435'DISK STAMPED NO 1, BRAZED IN THE TOP OF A 2-INCH PIPE THAT IS
 LP0435'FLUSH WITH GROUND SURFACE.  ITS 9 FEET SOUTHWEST OF THE SOUTHWEST
 LP0435'LEG OF TARGET, 17 FEET WEST-SOUTHWEST OF THE SOUTHWEST LEG OF THE
 LP0435'TARGET.
 LP0435'
 LP0435'AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY AZIMUTH
 LP0435'DISK STAMPED WILLIAMS USGS 1962, CEMENTED IN A DRILL HOLE IN A
 LP0435'2X3-FOOT BOULDER.  IT PROJECTS 1.5 FEET AND IS 27 FEET WEST OF THE
 LP0435'TRACK ROAD.
 LP0435'
 LP0435'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LP0435'5.5 MILES SOUTH OF HERRIMAN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0374 ***********************************************************************
 JN0374  DESIGNATION -  WILLOW
 JN0374  PID         -  JN0374
 JN0374  STATE/COUNTY-  UT/SEVIER
 JN0374  COUNTRY     -  US
 JN0374  USGS QUAD   -  WATER HOLLOW RIDGE (2017)
 JN0374
 JN0374                         *CURRENT SURVEY CONTROL
 JN0374  ______________________________________________________________________
 JN0374* NAD 83(1994) POSITION- 38 59 47.87277(N) 111 37 12.40622(W)   ADJUSTED
 JN0374* NAVD 88 ORTHO HEIGHT -  2594.    (meters)     8510.    (feet) SCALED
 JN0374  ______________________________________________________________________
 JN0374  GEOID HEIGHT    -        -17.242 (meters)                     GEOID18
 JN0374  LAPLACE CORR    -         17.52  (seconds)                    DEFLEC18
 JN0374  HORZ ORDER      -  SECOND
 JN0374
 JN0374.The horizontal coordinates were established by classical geodetic methods
 JN0374.and adjusted by the National Geodetic Survey in November 1997.
 JN0374
 JN0374.The orthometric height was scaled from a topographic map.
 JN0374
 JN0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0374.GEOID18 height accuracy estimate available here.
 JN0374
 JN0374.Click photographs - Photos may exist for this station.
 JN0374
 JN0374.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0374
 JN0374. The following values were computed from the NAD 83(1994) position.
 JN0374
 JN0374;                    North         East     Units Scale Factor Converg.
 JN0374;SPC UT C     - 2,073,647.257   489,594.514   MT  1.00000501   -0 04 37.0
 JN0374;SPC UT C     - 6,803,291.04  1,606,278.00   sFT  1.00000501   -0 04 37.0
 JN0374;UTM  12      - 4,316,585.626   446,300.575   MT  0.99963551   -0 23 24.8
 JN0374
 JN0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0374!SPC UT C     -   0.99959582  x   1.00000501  =   0.99960083
 JN0374!UTM  12      -   0.99959582  x   0.99963551  =   0.99923147
 JN0374
 JN0374:                Primary Azimuth Mark                     Grid Az
 JN0374:SPC UT C     -  WILLOW AZ MK                             148 29 24.5
 JN0374:UTM  12      -  WILLOW AZ MK                             148 48 12.3
 JN0374
 JN0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ4630016585(NAD 83)
 JN0374
 JN0374|---------------------------------------------------------------------|
 JN0374| PID    Reference Object                     Distance      Geod. Az  |
 JN0374|                                                           dddmmss.s |
 JN0374| CM6782 WILLOW RM 1                           3.690 METERS 07149     |
 JN0374| CM6781 WILLOW AZ MK                                       1482447.5 |
 JN0374| CM6783 WILLOW RM 2                           6.514 METERS 18843     |
 JN0374|---------------------------------------------------------------------|
 JN0374
 JN0374                          SUPERSEDED SURVEY CONTROL
 JN0374
 JN0374  NAD 83(1986)-  38 59 47.86313(N)    111 37 12.39996(W) AD(       ) 2
 JN0374  NAD 27      -  38 59 48.00500(N)    111 37 09.70600(W) AD(       ) 2
 JN0374
 JN0374.Superseded values are not recommended for survey control.
 JN0374
 JN0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0374.See file dsdata.pdf to determine how the superseded data were derived.
 JN0374
 JN0374_MARKER: DS = TRIANGULATION STATION DISK
 JN0374_SETTING: 80 = SET IN A BOULDER
 JN0374_STAMPING: WILLOW 1938
 JN0374_MARK LOGO: CGS
 JN0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0374+STABILITY: SURFACE MOTION
 JN0374
 JN0374  HISTORY     - Date     Condition        Report By
 JN0374  HISTORY     - 1938     MONUMENTED       CGS
 JN0374
 JN0374                          STATION DESCRIPTION
 JN0374
 JN0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 JN0374'STATION IS ABOUT 12 MILES AIRLINE E OF REDMOND AND ABOUT 19
 JN0374'MILES AIRLINE S OF MANTI, ON N END OF A NARROW BRUSHY RIDGE,
 JN0374'IN T 21 S, R 2 E.  THERE IS A BRUSHY RIDGE SE OF STATION THAT
 JN0374'IS ABOUT 600 FEET HIGHER.  STATION RIDGE BRANCHES OFF HIGHER
 JN0374'RIDGE AT N END, RUNS W, THEN CURVES TO N.
 JN0374'
 JN0374'SURFACE, REFERENCE, AND AZIMUTH (REFERENCE MARK NO. 3) MARKS
 JN0374'ARE STANDARD BRONZE DISKS IN BOULDERS AS DESCRIBED.
 JN0374'
 JN0374'STATION IS REACHED FROM GUNNISON, UTAH, BY GOING S ON U.S.
 JN0374'89, FROM POST OFFICE 6.75 MILES TO C.L. DESPAINS STORE AT
 JN0374'AXTELL, UTAH.  CONTINUE ON U.S. 89 0.8 MILE TO DIRT ROAD ON
 JN0374'L AT A LARGE SIGN--COCONUT GROVE, SALT LAKE CITY.  TURN L ON
 JN0374'DIRT ROAD CROSSING RR TRACKS AND THENCE S 0.3 MILE TO FORK
 JN0374'ABOUT 10 YARDS E OF FENCE CORNER.  TAKE R FORK AND FOLLOW MAIN
 JN0374'TRAVELED ROAD SE 1.95 MILES TO FORK AT SALT MINE.  R FORK
 JN0374'CROSSES BRIDGE TO REDMOND.  TAKE L FORK 0.9 MILE TO ROCK
 JN0374'QUARRY ON L.  CONTINUE 1.8 MILES TO FORK.  TAKE L FORK 0.2
 JN0374'MILE TO ANOTHER FORK.  AGAIN TAKE L FORK 0.15 MILE TO FORK.
 JN0374'TAKE R FORK 0.6 MILE, CROSSING N END OF RESERVOIR, TO FORK.
 JN0374'TAKE R FORK AND FOLLOW MAIN TRAVELED ROAD UP WILLOW CREEK
 JN0374'CANYON 3.3 MILES TO GATE.  CONTINUE ON MAIN TRAVELED ROAD
 JN0374'UP CANYON 6.25 MILES TO A SMALL STREAM CROSSING ROAD AND
 JN0374'DIM TRACK ROAD LEADING TO R. MAIN TRAVELED ROAD TURNS TO
 JN0374'L.  TURN R ON DIM TRACK ROAD AND GO 0.1 MILE TO OLD SAWMILL
 JN0374'AND END OF TRUCK TRAVEL.  STATION CANNOT BE SEEN FROM HERE
 JN0374'BUT IS SW OF END OF TRUCK TRAVEL.  TAKE TRAIL LEADING TO R,
 JN0374'SW, UP A SMALL VALLEY ABOUT 100 YARDS TO FORK.  TAKE R FORK
 JN0374'UP STEEP SLOPE AND FOLLOW TRAIL ALONG RIDGE ABOUT 0.75
 JN0374'MILE TO FORK 10 YARDS W OF A SMALL TRIANGLE BLAZE ON A
 JN0374'QUAKING ASPEN.  TAKE L FORK AND GO ABOUT 0.25 MILETO
 JN0374'ANOTHER BLAZE AT END OF TRAIL IN A SMALL MEADOW ON A
 JN0374'BENCH ABOUT 125 FEET BELOW TOP OF RIDGE.  BEAR L UP STEEP
 JN0374'SLOPE TO TOP OF RIDGE.  THERE IS A TRAIL ALONG TOP OF NARROW
 JN0374'RIDGE.  TO REACH STATION, TURN R AND FOLLOW TRAIL 0.5
 JN0374'MILE TO N END OF RIDGE, STATION IS ON E EDGE OF RIDGE.
 JN0374'
 JN0374'FOR AZIMUTH MARK, AFTER REACHING TOP OF NARROW RIDGE TURN L
 JN0374'AND FOLLOW TRAIL E ABOUT 4 MINUTES WALK TO A POINT WHERE
 JN0374'RIDGE BROADENS OUT AND BEGINNING OF SLOPE UP TO HIGHER RIDGE
 JN0374'SE OF STATION.  MARK IS SET IN A BOULDER 12 FEET S OF N BRAKE
 JN0374'OF RIDGE.  IT IS A 45 MINUTE PACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0365 ***********************************************************************
 KN0365  DESIGNATION -  WILLOW
 KN0365  PID         -  KN0365
 KN0365  STATE/COUNTY-  UT/WASATCH
 KN0365  COUNTRY     -  US
 KN0365  USGS QUAD   -  SOLDIER SUMMIT (2017)
 KN0365
 KN0365                         *CURRENT SURVEY CONTROL
 KN0365  ______________________________________________________________________
 KN0365* NAD 83(1994) POSITION- 39 59 52.74082(N) 111 07 21.23033(W)   ADJUSTED
 KN0365* NAVD 88 ORTHO HEIGHT -  2837.4   (meters)     9309.    (feet) VERTCON3
 KN0365  ______________________________________________________________________
 KN0365  GEOID HEIGHT    -        -15.779 (meters)                     GEOID18
 KN0365  LAPLACE CORR    -          3.58  (seconds)                    DEFLEC18
 KN0365  HORZ ORDER      -  THIRD
 KN0365
 KN0365.The horizontal coordinates were established by classical geodetic methods
 KN0365.and adjusted by the National Geodetic Survey in November 1997.
 KN0365
 KN0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0365
 KN0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0365.GEOID18 height accuracy estimate available here.
 KN0365
 KN0365.Click photographs - Photos may exist for this station.
 KN0365
 KN0365.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0365
 KN0365. The following values were computed from the NAD 83(1994) position.
 KN0365
 KN0365;                    North         East     Units Scale Factor Converg.
 KN0365;SPC UT C     - 2,184,875.469   532,228.439   MT  0.99990285   +0 14 30.4
 KN0365;SPC UT C     - 7,168,212.27  1,746,152.80   sFT  0.99990285   +0 14 30.4
 KN0365;UTM  12      - 4,427,540.606   489,537.666   MT  0.99960135   -0 04 43.6
 KN0365
 KN0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0365!SPC UT C     -   0.99955754  x   0.99990285  =   0.99946043
 KN0365!UTM  12      -   0.99955754  x   0.99960135  =   0.99915907
 KN0365
 KN0365:                Primary Azimuth Mark                     Grid Az
 KN0365:SPC UT C     -  THISTLE                                  309 57 53.1
 KN0365:UTM  12      -  THISTLE                                  310 17 07.1
 KN0365
 KN0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVK8953727540(NAD 83)
 KN0365
 KN0365|---------------------------------------------------------------------|
 KN0365| PID    Reference Object                     Distance      Geod. Az  |
 KN0365|                                                           dddmmss.s |
 KN0365| LO0747 THISTLE                             APPROX. 9.1 KM 3101223.5 |
 KN0365|---------------------------------------------------------------------|
 KN0365
 KN0365                          SUPERSEDED SURVEY CONTROL
 KN0365
 KN0365  NAD 83(1993)-  39 59 52.74022(N)    111 07 21.22813(W) AD(       ) 3
 KN0365  NAD 83(1986)-  39 59 52.72891(N)    111 07 21.22373(W) AD(       ) 3
 KN0365  NAD 27      -  39 59 52.88985(N)    111 07 18.62241(W) AD(       ) 3
 KN0365  NGVD 29 (07/19/86) 2836.0    (m)         9304.     (f) VERT ANG       
 KN0365
 KN0365.Superseded values are not recommended for survey control.
 KN0365
 KN0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0365.See file dsdata.pdf to determine how the superseded data were derived.
 KN0365
 KN0365_MARKER: DD = SURVEY DISK
 KN0365_SETTING: 0 = UNSPECIFIED SETTING
 KN0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0365
 KN0365  HISTORY     - Date     Condition        Report By
 KN0365  HISTORY     - 1964     MONUMENTED       USGS
 KN0365
 KN0365                          STATION DESCRIPTION
 KN0365
 KN0365'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 KN0365'LOCATED ABOUT 35 MI. AIR S. AND 14 MI. E. OF HEBER, ON TOP OF DIVIDE
 KN0365'BETWEEN WHITE RIVER AND STRAWBERRY RIVER, ON A SAGEBRUSH COVERED TOP
 KN0365'NEAR THE HEAD OF WILLOW CREEK, 420 FT. N. OF DIVIDE RD., 380 FT. N. OF
 KN0365'FIR TREE WITH SBM ---9291.55---, COPPER NAIL AND WASHER IN ROOT.
 KN0365'
 KN0365'TO REACH FROM HEBER POST OFFICE, GO 22.8 MI. E. ON U.S. HIGHWAY 40
 KN0365'TO STRAWBERRY JUNCTION, THEN S. 9.4 MI. TO END OF PAVED RD. AT WOOD
 KN0365'TRUSS BRIDGE OVER INDIAN CREEK CANAL, TURN RIGHT S. ALONG CANAL FOR
 KN0365'0.6 MI. TO FORK AND SIGN ---WILLOW CREEK GUARD STATION---, TAKE LEFT
 KN0365'FORK FOR 8.4 MI. TOWARD GUARD STATION AT GUARD STATION LANE GO RIGHT
 KN0365'0.9 MI. TO FORK, TAKE LEFT FORK S. 3.4 MI. TO FORK AND SIGN ---SOLDIER
 KN0365'SUMMIT 10 MI.--- TAKE LEFT FORK ALONG DIVIDE RD. 2 MI. TO STATION.
 KN0365'
 KN0365'STATION MARK - A STANDARD TABLET STAMPED ---WILLOW 1964--- SET IN
 KN0365'CONCRETE POST PROJECTING 0.2 FT.
 KN0365'
 KN0365'REFERENCE MARK NO.1 - A STANDARD REFERENCE MARK TABLET STAMPED
 KN0365'WILLOW NO.1 1964---, SET IN CONCRETE POST PROJECTING 0.3 FT. 70.20 FT.
 KN0365'FROM STATION MARK AND 3 FT. LOWER, N 17 DEG 17 MIN W.
 KN0365'
 KN0365'REFERENCE MARK NO.2 - A STANDARD REFERENCE MARK TABLET STAMPED
 KN0365'---WILLOW NO.2 1964--- SET IN A CONCRETE POST PROJECTING 0.2 FT.,
 KN0365'76.13 FT. FROM STATION MARK AND 5 FT. LOWER, S 68 DEG 47 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0486 ***********************************************************************
 LP0486  DESIGNATION -  WILLOW
 LP0486  PID         -  LP0486
 LP0486  STATE/COUNTY-  UT/TOOELE
 LP0486  COUNTRY     -  US
 LP0486  USGS QUAD   -  NORTH WILLOW CANYON (2017)
 LP0486
 LP0486                         *CURRENT SURVEY CONTROL
 LP0486  ______________________________________________________________________
 LP0486* NAD 83(1994) POSITION- 40 30 12.71871(N) 112 36 37.37314(W)   ADJUSTED
 LP0486* NAVD 88 ORTHO HEIGHT -  2730.    (meters)     8957.    (feet) SCALED
 LP0486  ______________________________________________________________________
 LP0486  GEOID HEIGHT    -        -17.072 (meters)                     GEOID18
 LP0486  LAPLACE CORR    -         -9.70  (seconds)                    DEFLEC18
 LP0486  HORZ ORDER      -  FIRST
 LP0486
 LP0486.The horizontal coordinates were established by classical geodetic methods
 LP0486.and adjusted by the National Geodetic Survey in November 1997.
 LP0486
 LP0486.The orthometric height was scaled from a topographic map.
 LP0486
 LP0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0486.GEOID18 height accuracy estimate available here.
 LP0486
 LP0486.Click photographs - Photos may exist for this station.
 LP0486
 LP0486.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0486
 LP0486. The following values were computed from the NAD 83(1994) position.
 LP0486
 LP0486;                    North         East     Units Scale Factor Converg.
 LP0486;SPC UT C     - 2,241,523.567   405,885.925   MT  0.99996685   -0 42 40.6
 LP0486;SPC UT C     - 7,354,065.24  1,331,644.07   sFT  0.99996685   -0 42 40.6
 LP0486;UTM  12      - 4,484,892.513   363,550.483   MT  0.99982918   -1 02 45.9
 LP0486
 LP0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0486!SPC UT C     -   0.99957456  x   0.99996685  =   0.99954142
 LP0486!UTM  12      -   0.99957456  x   0.99982918  =   0.99940381
 LP0486
 LP0486:                Primary Azimuth Mark                     Grid Az
 LP0486:SPC UT C     -  WILLOW AZ MK                             224 55 29.5
 LP0486:UTM  12      -  WILLOW AZ MK                             225 15 34.8
 LP0486
 LP0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK6355084892(NAD 83)
 LP0486
 LP0486|---------------------------------------------------------------------|
 LP0486| PID    Reference Object                     Distance      Geod. Az  |
 LP0486|                                                           dddmmss.s |
 LP0486| DR6143 WILLOW RM 1                           6.461 METERS 07915     |
 LP0486| LP0406 INTERNATIONAL SMELTING CO STK       APPROX.33.1 KM 0805600.1 |
 LP0486| DR6145 WILLOW AZ MK                                       2241248.9 |
 LP0486| DR6144 WILLOW RM 2                           5.261 METERS 29842     |
 LP0486|---------------------------------------------------------------------|
 LP0486
 LP0486                          SUPERSEDED SURVEY CONTROL
 LP0486
 LP0486  NAD 83(1993)-  40 30 12.71567(N)    112 36 37.36265(W) AD(       ) 1
 LP0486  NAD 83(1986)-  40 30 12.71007(N)    112 36 37.36397(W) AD(       ) 1
 LP0486  NAD 27      -  40 30 12.91589(N)    112 36 34.50005(W) AD(       ) 1
 LP0486
 LP0486.Superseded values are not recommended for survey control.
 LP0486
 LP0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0486.See file dsdata.pdf to determine how the superseded data were derived.
 LP0486
 LP0486_MARKER: DS = TRIANGULATION STATION DISK
 LP0486_SETTING: 66 = SET IN ROCK OUTCROP
 LP0486_STAMPING: WILLOW 1938
 LP0486_MARK LOGO: CGS
 LP0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0486+STABILITY: POSITION/ELEVATION WELL
 LP0486
 LP0486  HISTORY     - Date     Condition        Report By
 LP0486  HISTORY     - 1938     MONUMENTED       CGS
 LP0486
 LP0486                          STATION DESCRIPTION
 LP0486
 LP0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 LP0486'ABOUT 10 MILES SOUTHWEST OF GRANTSVILLE, UTAH ON A SPUR OF THE
 LP0486'STANSBURRY MOUNTAINS EXTENDING NORTHEAST FROM HIGH ROCKY CLIFFS
 LP0486'AND DIVIDING WATERS OF NORTH WILLOW CANYON TO THE NORTHWEST
 LP0486'AND MINING FORK OF SOUTH WILLOW CANYON TO THE SOUTHEAST.  STATION
 LP0486'IS IN WASATCH NATIONAL FOREST.
 LP0486'
 LP0486'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 LP0486'DISKS SET IN BEDROCK AS DESCRIBED.
 LP0486'
 LP0486'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF AND ABOUT THREE
 LP0486'FEET LOWER IN ELEVATION THAN THE STATION.
 LP0486'
 LP0486'REFERENCE MARK NO. 2 IS WEST OF THE STATION AND ABOUT FIVE
 LP0486'FEET LOWER IN ELEVATION.
 LP0486'
 LP0486'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH-SOUTHWEST OF THE
 LP0486'STATION AND ABOUT 25 FEET LOWER IN ELEVATION.
 LP0486'
 LP0486'STATION IS REACHED FROM GRANTSVILLE, UTAH BY GOING WEST ON
 LP0486'U.S. HIGHWAY 40 FOR 0.45 MILE TO THIRD STREET LEADING SOUTH.
 LP0486'THENCE FOLLOW THIS ROAD SOUTH FOR 5.2 MILES TO A FORK JUST
 LP0486'BEFORE REACHING A POWERHOUSE.  THENCE TAKE THE RIGHT FORK,
 LP0486'GRADED ROAD, WESTERLY, FOR 4.95 MILES TO THE SOUTH WILLOW
 LP0486'CREEK RANGER STATION.  THENCE CONTINUE SOUTHWEST FOR 0.35
 LP0486'MILE TO A SIGN BOARD ON RIGHT READING NORTH WILLOW CANYON-5
 LP0486'MILES.  TURN SHARP TO THE RIGHT AND FOLLOW THE TRUCK TRACKS
 LP0486'ABOUT 50 YARDS TO THE END OF TRUCK TRAVEL.  FROM HERE BEAR
 LP0486'LEFT ON A GRADED TRAIL, NORTH, OVER RIDGE ABOUT ONE MILE TO
 LP0486'A DRY CREEK WHICH IS THE MINING FORK OF SOUTH WILLOW
 LP0486'CANYON.  THENCE CROSS CREEK AND TURN LEFT, SOUTHWEST, ON
 LP0486'TRAIL UP CREEK.  FOLLOW THIS TRAIL ABOUT 1-1/2 MILES TO
 LP0486'AN OLD LOG BUILDING.  STATION IS VISIBLE AT 272 DEG
 LP0486'MAGNETIC FROM HERE.  CONTINUE ON TRAIL UP CANYON FOR ABOUT
 LP0486'300 YARDS TO WHERE IT CROSSES TO THE LEFT SIDE OF THE
 LP0486'CREEK.  THENCE CONTINUE ON TRAIL SOUTHWEST ABOUT 1/2 MILE
 LP0486'AND CROSS TO THE RIGHT BANK.  THENCE CONTINUE ON TRAIL
 LP0486'WHICH ZIGZAGS UP SLOPE, BEARING SOUTHWEST ABOUT 400
 LP0486'YARDS TO A SMALL ASPEN GROVE ON THE LEFT.  THENCE CONTINUE
 LP0486'SOUTHWEST ABOUT 250 YARDS TO A FORK, ABOUT 100 YARDS
 LP0486'NORTH OF A SMALL CORRAL ENCLOSED BY FENCE POSTS.  THENCE
 LP0486'TAKE THE RIGHT FORK, WHICH SWINGS BACK TO THE NORTH AND
 LP0486'NORTHEAST AND CLIMBS TO THE TOP OF A HIGH RIDGE, ABOUT
 LP0486'ONE QUARTER OF A MILE.  AT A BLANK SIGN BOARD ON THE TOP OF
 LP0486'RIDGE TURN RIGHT, NORTHEAST, ALONG THE RIDGE AND GO FOR ABOUT
 LP0486'ONE QUARTER OF A MILE TO THE STATION SITE.  STATION IS ON THE
 LP0486'SECOND KNOLL TO THE NORTHEAST ON THE RIDGE.
 LP0486'
 LP0486'THE AZIMUTH MARK IS ON THE NORTHWEST SLOPE OF A BARE KNOLL
 LP0486'ABOUT 50 FEET WEST OF THE TRAIL TO THE STATION.
 LP0486'
 LP0486'ALTERNATE ROUTE DISCOVERED BY LIGHTKEEPER AND MUCH SHORTER--FROM
 LP0486'POST OFFICE AT GRANTSVILLE GO 2 MILES TO SIGN NORTH WILLOW.
 LP0486'TAKE RIGHT FORK AND GO 2 MILES, TAKE RIGHT FORK AND GO 2.2
 LP0486'MILES, TAKE RIGHT FORK AND GO 1.4 MILES (WIRE FENCE ON LEFT),
 LP0486'FOLLOW FENCE W TO CORNER OF FENCE, THEN SOUTH AND SOUTHWEST
 LP0486'1.7 MILES TO NORTH WILLOW RANGER STATION, TURN LEFT AND
 LP0486'FOLLOW ROAD 1.5 MILES TO MINING CAMP ON OTHER SIDE OF CREEK.
 LP0486'FROM HERE STATION BEARS SSW.  PACK WEST UP SIDE OF HILL TO
 LP0486'GOVERNMENT TRAIL AND FOLLOW TRAIL AROUND TO SW TOWARDS LEDGES
 LP0486'AND GO UP ON TOP OF RIDGE.  AZIMUTH MARK IS ABOUT 200 FT.
 LP0486'NE.  STATION IS ABOUT 600 YARDS N AND E ON RIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0506 ***********************************************************************
 KN0506  DESIGNATION -  WILLOW 2
 KN0506  PID         -  KN0506
 KN0506  STATE/COUNTY-  UT/CARBON
 KN0506  COUNTRY     -  US
 KN0506  USGS QUAD   -  MINNIE MAUD CREEK WEST (2017)
 KN0506
 KN0506                         *CURRENT SURVEY CONTROL
 KN0506  ______________________________________________________________________
 KN0506* NAD 83(1994) POSITION- 39 48 27.76697(N) 110 41 04.65167(W)   ADJUSTED
 KN0506* NAVD 88 ORTHO HEIGHT -  2774.2   (meters)     9102.    (feet) VERTCON3
 KN0506  ______________________________________________________________________
 KN0506  GEOID HEIGHT    -        -16.058 (meters)                     GEOID18
 KN0506  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 KN0506  HORZ ORDER      -  THIRD
 KN0506
 KN0506.The horizontal coordinates were established by classical geodetic methods
 KN0506.and adjusted by the National Geodetic Survey in November 1997.
 KN0506
 KN0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0506
 KN0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0506.GEOID18 height accuracy estimate available here.
 KN0506
 KN0506.Click photographs - Photos may exist for this station.
 KN0506
 KN0506.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0506
 KN0506. The following values were computed from the NAD 83(1994) position.
 KN0506
 KN0506;                    North         East     Units Scale Factor Converg.
 KN0506;SPC UT C     - 2,164,001.542   569,814.862   MT  0.99989893   +0 31 20.3
 KN0506;SPC UT C     - 7,099,728.39  1,869,467.59   sFT  0.99989893   +0 31 20.3
 KN0506;UTM  12      - 4,406,463.168   526,995.658   MT  0.99960897   +0 12 06.9
 KN0506
 KN0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0506!SPC UT C     -   0.99956749  x   0.99989893  =   0.99946647
 KN0506!UTM  12      -   0.99956749  x   0.99960897  =   0.99917663
 KN0506
 KN0506:                Primary Azimuth Mark                     Grid Az
 KN0506:SPC UT C     -  ARGYLE                                   035 51 49.8
 KN0506:UTM  12      -  ARGYLE                                   036 11 03.2
 KN0506
 KN0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK2699506463(NAD 83)
 KN0506
 KN0506|---------------------------------------------------------------------|
 KN0506| PID    Reference Object                     Distance      Geod. Az  |
 KN0506|                                                           dddmmss.s |
 KN0506| KN0505 ARGYLE                              APPROX. 6.5 KM 0362310.1 |
 KN0506|---------------------------------------------------------------------|
 KN0506
 KN0506                          SUPERSEDED SURVEY CONTROL
 KN0506
 KN0506  NAD 83(1993)-  39 48 27.76490(N)    110 41 04.65107(W) AD(       ) 3
 KN0506  NAD 83(1986)-  39 48 27.75457(N)    110 41 04.64585(W) AD(       ) 3
 KN0506  NAD 27      -  39 48 27.89497(N)    110 41 02.07433(W) AD(       ) 3
 KN0506  NGVD 29 (07/19/86) 2772.8    (m)         9097.     (f) VERT ANG       
 KN0506
 KN0506.Superseded values are not recommended for survey control.
 KN0506
 KN0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0506.See file dsdata.pdf to determine how the superseded data were derived.
 KN0506
 KN0506_MARKER: DD = SURVEY DISK
 KN0506_SETTING: 80 = SET IN A BOULDER
 KN0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0506+STABILITY: SURFACE MOTION
 KN0506
 KN0506  HISTORY     - Date     Condition        Report By
 KN0506  HISTORY     - 1966     MONUMENTED       USGS
 KN0506
 KN0506                          STATION DESCRIPTION
 KN0506
 KN0506'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KN0506'LOCATED ABOUT 23 MI. NW. OF DRAGERTON, ABOUT 15.5 MI. NNE. OF PRICE,
 KN0506'ON A FLAT, TIMBERED TOP IN A CLEARING.
 KN0506'
 KN0506'TO REACH FROM DUCHESNE, GO S. ALONG STATE HIGHWAY 33 FOR 35.3 MI. TO
 KN0506'A RD. FORK (0.7 MI. N. FROM THE JUNCTION OF STATE HIGHWAY 33 AND
 KN0506'DETOUR U.S. 6 AND 50), TURN LEFT ONTO GRADED DIRT RD. AND GO 3.1 MI.
 KN0506'TO A RD. FORK WHICH IS ABOUT 1000 FT. W. OF AN OLD CABIN AND CORRAL,
 KN0506'TURN LEFT ONTO GRADED DIRT RD. AND GO 4.4 MI. TO A RD. FORK WHICH
 KN0506'IS ABOUT 40 FT. W. OF A GATE ON A RIDGE, TURN RIGHT ONTO A TRACK RD.
 KN0506'AND GO 0.5 MI. TO A GATE, CONTINUE STRAIGHT AHEAD FOR 1.3 MI. TO A
 KN0506'POINT WHERE THE OLD TRACK RD. IS OBSCURED BY FALLEN TREES, LEAVE
 KN0506'THE DRAIN AND BEAR RIGHT, UP A SIDE HILL ON THE TRACK RD. FOR 1.3
 KN0506'MI. TO A SADDLE WHERE THE RD. TURNS SHARP LEFT, LEAVE THE RD. AND
 KN0506'TURN RIGHT (W.) AND FOLLOW THE RIDGE FOR 0.2 MI. TO THE TOP AND
 KN0506'STATION.  (FOUR-WHEEL DRIVE NEEDED)
 KN0506'
 KN0506'STATION MARK--STANDARD TABLET, STAMPED ---WILLOW NO 2 1966---,
 KN0506'CEMENTED IN A BOULDER PROJECTING ABOUT 0.3 FT. ABOVE GROUND.
 KN0506'
 KN0506'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED
 KN0506'---WILLOW NO 2 RM 1 1966---, CEMENTED IN A BOULDER.
 KN0506'
 KN0506'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED
 KN0506'---WILLOW NO 2 RM 2 1966---, CEMENTED IN A BOULDER.
 KN0506'
 KN0506'EDITORS NOTE--NO REPORT ON THE ALLEGED TABLET SET IN 1910 BY USGS,
 KN0506'CALLED ---WILLOW---.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0526 ***********************************************************************
 HO0526  DESIGNATION -  WILSON
 HO0526  PID         -  HO0526
 HO0526  STATE/COUNTY-  UT/GARFIELD
 HO0526  COUNTRY     -  US
 HO0526  USGS QUAD   -  WILSON PEAK (2017)
 HO0526
 HO0526                         *CURRENT SURVEY CONTROL
 HO0526  ______________________________________________________________________
 HO0526* NAD 83(1994) POSITION- 37 40 56.63526(N) 112 19 03.94588(W)   ADJUSTED
 HO0526* NAVD 88 ORTHO HEIGHT -  2638.4   (meters)     8656.    (feet) VERTCON3
 HO0526  ______________________________________________________________________
 HO0526  GEOID HEIGHT    -        -20.194 (meters)                     GEOID18
 HO0526  LAPLACE CORR    -          8.24  (seconds)                    DEFLEC18
 HO0526  HORZ ORDER      -  SECOND
 HO0526
 HO0526.The horizontal coordinates were established by classical geodetic methods
 HO0526.and adjusted by the National Geodetic Survey in November 1997.
 HO0526
 HO0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 HO0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HO0526
 HO0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0526.GEOID18 height accuracy estimate available here.
 HO0526
 HO0526.Click photographs - Photos may exist for this station.
 HO0526
 HO0526.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0526
 HO0526. The following values were computed from the NAD 83(1994) position.
 HO0526
 HO0526;                    North         East     Units Scale Factor Converg.
 HO0526;SPC UT S     - 3,113,044.561   427,869.545   MT  0.99995286   -0 30 03.7
 HO0526;SPC UT S     -10,213,380.36  1,403,768.67   sFT  0.99995286   -0 30 03.7
 HO0526;UTM  12      - 4,171,394.333   383,804.154   MT  0.99976630   -0 48 20.2
 HO0526
 HO0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0526!SPC UT S     -   0.99958932  x   0.99995286  =   0.99954220
 HO0526!UTM  12      -   0.99958932  x   0.99976630  =   0.99935572
 HO0526
 HO0526:                Primary Azimuth Mark                     Grid Az
 HO0526:SPC UT S     -  BLACK                                    192 46 35.8
 HO0526:UTM  12      -  BLACK                                    193 04 52.3
 HO0526
 HO0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG8380471394(NAD 83)
 HO0526
 HO0526|---------------------------------------------------------------------|
 HO0526| PID    Reference Object                     Distance      Geod. Az  |
 HO0526|                                                           dddmmss.s |
 HO0526| CH4589 WILSON RM SSE                         6.391 METERS 05630     |
 HO0526| HO0529 BLACK                               APPROX.13.6 KM 1921632.1 |
 HO0526|---------------------------------------------------------------------|
 HO0526
 HO0526                          SUPERSEDED SURVEY CONTROL
 HO0526
 HO0526  NAD 83(1986)-  37 40 56.63325(N)    112 19 03.94679(W) AD(       ) 2
 HO0526  NAD 27      -  37 40 56.70433(N)    112 19 01.21819(W) AD(       ) 2
 HO0526  NGVD 29 (07/19/86) 2636.9    (m)         8651.     (f) VERT ANG       
 HO0526
 HO0526.Superseded values are not recommended for survey control.
 HO0526
 HO0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0526.See file dsdata.pdf to determine how the superseded data were derived.
 HO0526
 HO0526_MARKER: DD = SURVEY DISK
 HO0526_SETTING: 66 = SET IN ROCK OUTCROP
 HO0526_STAMPING: WILSON
 HO0526_MARK LOGO: USGS
 HO0526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0526+STABILITY: POSITION/ELEVATION WELL
 HO0526
 HO0526  HISTORY     - Date     Condition        Report By
 HO0526  HISTORY     - 1929     MONUMENTED       USGS
 HO0526  HISTORY     - 1971     GOOD             USGS
 HO0526
 HO0526                          STATION DESCRIPTION
 HO0526
 HO0526'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 HO0526'LOCATED 20 MI. (AIRLINE) SW. OF WIDTSOE, ABOUT 11 MI. SSE. OF
 HO0526'PANGUITCH, 3 MI. E. OF WILSON RANCH, ON BARE, PINK SUMMIT ON N. RIM
 HO0526'OF WILSON CANYON.  REACHED BY HELICOPTER, GOOD LANDING AT STATION.
 HO0526'
 HO0526'TO REACH FROM PANGUITCH POST OFFICE, DRIVE S. ON U.S. HIGHWAY 89 FOR
 HO0526'7 MI. TO JUNCTION OF HIGHWAY TO BRYCE CANYON, CONTINUE S. ON U.S.
 HO0526'HIGHWAY 89 FOR 2 MI. TO T-RD. ON LEFT, AT WHAT WAS ONCE HILLSDALE,
 HO0526'TURN LEFT OFF MAIN HIGHWAY AND FOLLOW RD. E. ACROSS BRIDGE OVER
 HO0526'SEVIER RIVER AND CONTINUE FOR 0.2 MI. TO RD. FORKS, TAKE RIGHT FORK
 HO0526'0.2 MI. TO RD. FORKS, TAKE LEFT FORK FOR 1.1 MI. TO RD. FORKS, TAKE
 HO0526'LEFT FORK AND FOLLOW RD. 2 MI. TO RANCH HOUSE ON RIGHT, PASS RANCH
 HO0526'HOUSE AND CONTINUE ON TRACK RD. 1.8 MI. TO AN ABANDONED SAWMILL ON
 HO0526'LEFT, PASS AROUND SAWMILL ON RIGHT AND FOLLOW TRACK RD. UP CANYON
 HO0526'FOR 2.2 MI. TO END OF RD. AND END OF TRUCK TRAVEL.  PACK N. UP
 HO0526'CANYON TO TOP OF RIDGE, TURN W. AND FOLLOW MAIN RIDGE TO TOP AND
 HO0526'STATION.  ABOUT A 1 HOUR BACKPACK.
 HO0526'
 HO0526'STATION MARK--STANDARD USGS TABLET, STAMPED ---WILSON---, CEMENTED IN
 HO0526'ROCK IN PLACE.
 HO0526'
 HO0526'REFERENCE MARK--USGS REFERENCE MARK TABLET, STAMPED ---WILSON---,
 HO0526'CEMENTED IN ROCK.
 HO0526
 HO0526                          STATION RECOVERY (1971)
 HO0526
 HO0526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HO0526'LOCATED 20 MI (AIRLINE) SW. OF WIDTSOE.  ABOUT 11 MI SSE. OF
 HO0526'PANGUITCH.  3 MI E. OF WILSON RANCH.  ON BARE, PINK SUMMIT ON
 HO0526'NORTH RIM OF WILSON CANYON.
 HO0526'
 HO0526'REACHED BY HELICOPTER.  GOOD LANDING AT STATION.
 HO0526'
 HO0526'TO REACH FROM PANGUITCH POST OFFICE, DRIVE S. ON U.S. HIGHWAY
 HO0526'89 FOR 7 MI TO JCT. OF HWY. TO BRYCE CANYON.  CONTINUE S. ON
 HO0526'U.S. HIGHWAY 89 FOR 2 MI TO T-RD. ON LEFT, AT WHAT WAS ONCE
 HO0526'HILLSDALE.  TURN LEFT OFF MAIN HWY. AND FOLLOW RD. E. ACROSS
 HO0526'BRIDGE OVER SEVIER RIVER AND CONTINUE FOR 0.2 MI TO RD. FKS.
 HO0526'TAKE RIGHT FORK 0.2 MI TO RD. FKS.  TAKE LEFT FORK FOR 1.1 MI TO
 HO0526'RD. FKS.  TAKE LEFT FORK AND FOLLOW RD. 2 MI TO RANCH HOUSE
 HO0526'ON RIGHT.  PASS RANCH HOUSE AND CONTINUE ON TRACK RD. 1.8 MI
 HO0526'TO AN ABANDONED SAWMILL ON LEFT.  PASS AROUND SAWMILL ON RIGHT
 HO0526'AND FOLLOW TRACK RD. UP CANYON FOR 2.2 MI TO END OF RD. AND
 HO0526'END OF TRUCK TRAVEL.  PACK N. UP CANYON TO TOP OF RIDGE.
 HO0526'TURN W. AND FOLLOW MAIN RIDGE TO TOP AND STATION.  ABOUT A 1
 HO0526'HOUR BACK-PACK.
 HO0526'
 HO0526'STATION MARK--STANDARD USGS TABLET STAMPED WILSON, CEMENTED IN
 HO0526'ROCK IN PLACE.
 HO0526'
 HO0526'REFERENCE MARK--USGS REFERENCE MARK TABLET STAMPED WILSON,
 HO0526'CEMENTED IN ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0496 ***********************************************************************
 KN0496  DESIGNATION -  WILSON
 KN0496  PID         -  KN0496
 KN0496  STATE/COUNTY-  UT/EMERY
 KN0496  COUNTRY     -  US
 KN0496  USGS QUAD   -  HORN SILVER GULCH (2017)
 KN0496
 KN0496                         *CURRENT SURVEY CONTROL
 KN0496  ______________________________________________________________________
 KN0496* NAD 83(1994) POSITION- 39 05 44.98076(N) 110 53 12.50258(W)   ADJUSTED
 KN0496* NAVD 88 ORTHO HEIGHT -  1756.6   (meters)     5763.    (feet) VERTCON3
 KN0496  ______________________________________________________________________
 KN0496  GEOID HEIGHT    -        -18.077 (meters)                     GEOID18
 KN0496  LAPLACE CORR    -         -4.80  (seconds)                    DEFLEC18
 KN0496  HORZ ORDER      -  THIRD
 KN0496
 KN0496.The horizontal coordinates were established by classical geodetic methods
 KN0496.and adjusted by the National Geodetic Survey in November 1997.
 KN0496
 KN0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0496
 KN0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0496.GEOID18 height accuracy estimate available here.
 KN0496
 KN0496.Click photographs - Photos may exist for this station.
 KN0496
 KN0496.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0496
 KN0496. The following values were computed from the NAD 83(1994) position.
 KN0496
 KN0496;                    North         East     Units Scale Factor Converg.
 KN0496;SPC UT C     - 2,084,834.477   553,045.640   MT  0.99998140   +0 23 34.1
 KN0496;SPC UT C     - 6,839,994.45  1,814,450.57   sFT  0.99998140   +0 23 34.1
 KN0496;UTM  12      - 4,327,416.903   509,788.410   MT  0.99960118   +0 04 17.0
 KN0496
 KN0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0496!SPC UT C     -   0.99972732  x   0.99998140  =   0.99970872
 KN0496!UTM  12      -   0.99972732  x   0.99960118  =   0.99932860
 KN0496
 KN0496:                Primary Azimuth Mark                     Grid Az
 KN0496:SPC UT C     -  SWAZY                                    122 28 24.7
 KN0496:UTM  12      -  SWAZY                                    122 47 41.8
 KN0496
 KN0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ0978827416(NAD 83)
 KN0496
 KN0496|---------------------------------------------------------------------|
 KN0496| PID    Reference Object                     Distance      Geod. Az  |
 KN0496|                                                           dddmmss.s |
 KN0496| KN0494 SWAZY                               APPROX.11.2 KM 1225158.8 |
 KN0496|---------------------------------------------------------------------|
 KN0496
 KN0496                          SUPERSEDED SURVEY CONTROL
 KN0496
 KN0496  NAD 83(1986)-  39 05 44.97116(N)    110 53 12.49620(W) AD(       ) 3
 KN0496  NAD 27      -  39 05 45.06546(N)    110 53 09.89803(W) AD(       ) 3
 KN0496  NGVD 29 (07/19/86) 1755.5    (m)         5760.     (f) VERT ANG       
 KN0496
 KN0496.Superseded values are not recommended for survey control.
 KN0496
 KN0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0496.See file dsdata.pdf to determine how the superseded data were derived.
 KN0496
 KN0496_MARKER: DD = SURVEY DISK
 KN0496_SETTING: 66 = SET IN ROCK OUTCROP
 KN0496_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0496+STABILITY: POSITION/ELEVATION WELL
 KN0496
 KN0496  HISTORY     - Date     Condition        Report By
 KN0496  HISTORY     - 1952     MONUMENTED       USGS
 KN0496
 KN0496                          STATION DESCRIPTION
 KN0496
 KN0496'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 KN0496'LOCATED ABOUT 13.0 MI. W. OF FERRON, 10.0 MI. SE. OF CASTLE DALE AND
 KN0496'4.0 MI. W., OF FORKS OF SAN RAFAEL RIVER AND N. SALT WASH, ON HIGHEST
 KN0496'PART OF LOW BUT PROMINIENT RIM OVERLOOKING VALLEY FLOOR TO E. AND SW.
 KN0496'
 KN0496'STATION REACHED BY HELICOPTER.
 KN0496'
 KN0496'STATION MARK - STANDARD TABLET STAMPED --- WILSON 1952 --- SET IN ROCK
 KN0496'OUTCROP.
 KN0496'
 KN0496'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED --- NO.1
 KN0496'1952--- SET IN ROCK OUTCROP, 24.48 FT. FROM STATION MARK,
 KN0496'N 45 DEG 13 MIN E.
 KN0496'
 KN0496'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.2
 KN0496'1952--- SET IN ROCK OUTCROP, 44.76 FT. FROM STATION MARK,
 KN0496'N 89 DEG 34 MIN W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0492 ***********************************************************************
 KN0492  DESIGNATION -  WINDOW
 KN0492  PID         -  KN0492
 KN0492  STATE/COUNTY-  UT/EMERY
 KN0492  COUNTRY     -  US
 KN0492  USGS QUAD   -  BOTTLENECK PEAK (2017)
 KN0492
 KN0492                         *CURRENT SURVEY CONTROL
 KN0492  ______________________________________________________________________
 KN0492* NAD 83(1994) POSITION- 39 02 40.93821(N) 110 39 22.44007(W)   ADJUSTED
 KN0492* NAVD 88 ORTHO HEIGHT -  2143.8   (meters)     7033.    (feet) VERTCON3
 KN0492  ______________________________________________________________________
 KN0492  GEOID HEIGHT    -        -18.550 (meters)                     GEOID18
 KN0492  LAPLACE CORR    -         -4.72  (seconds)                    DEFLEC18
 KN0492  HORZ ORDER      -  THIRD
 KN0492
 KN0492.The horizontal coordinates were established by classical geodetic methods
 KN0492.and adjusted by the National Geodetic Survey in November 1997.
 KN0492
 KN0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0492
 KN0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0492.GEOID18 height accuracy estimate available here.
 KN0492
 KN0492.Click photographs - Photos may exist for this station.
 KN0492
 KN0492.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0492
 KN0492. The following values were computed from the NAD 83(1994) position.
 KN0492
 KN0492;                    North         East     Units Scale Factor Converg.
 KN0492;SPC UT C     - 2,079,321.750   573,044.873   MT  0.99999320   +0 32 25.8
 KN0492;SPC UT C     - 6,821,908.11  1,880,064.72   sFT  0.99999320   +0 32 25.8
 KN0492;UTM  12      - 4,321,793.788   529,748.653   MT  0.99961090   +0 12 59.6
 KN0492
 KN0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0492!SPC UT C     -   0.99966668  x   0.99999320  =   0.99965988
 KN0492!UTM  12      -   0.99966668  x   0.99961090  =   0.99927771
 KN0492
 KN0492:                Primary Azimuth Mark                     Grid Az
 KN0492:SPC UT C     -  PINNACLE                                 219 48 40.1
 KN0492:UTM  12      -  PINNACLE                                 220 08 06.3
 KN0492
 KN0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ2974821793(NAD 83)
 KN0492
 KN0492|---------------------------------------------------------------------|
 KN0492| PID    Reference Object                     Distance      Geod. Az  |
 KN0492|                                                           dddmmss.s |
 KN0492| JN0474 PINNACLE                            APPROX.10.2 KM 2202105.9 |
 KN0492|---------------------------------------------------------------------|
 KN0492
 KN0492                          SUPERSEDED SURVEY CONTROL
 KN0492
 KN0492  NAD 83(1986)-  39 02 40.92787(N)    110 39 22.43410(W) AD(       ) 3
 KN0492  NAD 27      -  39 02 41.01748(N)    110 39 19.85250(W) AD(       ) 3
 KN0492  NGVD 29 (07/19/86) 2142.7    (m)         7030.     (f) VERT ANG       
 KN0492
 KN0492.Superseded values are not recommended for survey control.
 KN0492
 KN0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0492.See file dsdata.pdf to determine how the superseded data were derived.
 KN0492
 KN0492_MARKER: DD = SURVEY DISK
 KN0492_SETTING: 66 = SET IN ROCK OUTCROP
 KN0492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0492+STABILITY: POSITION/ELEVATION WELL
 KN0492
 KN0492  HISTORY     - Date     Condition        Report By
 KN0492  HISTORY     - 1952     MONUMENTED       USGS
 KN0492
 KN0492                          STATION DESCRIPTION
 KN0492
 KN0492'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 KN0492'LOCATED ABOUT 41.0 MI. N. OF HANKSVILLE, 37.0 MI. NE. OF EMERY, 25.0
 KN0492'MI. NW. OF GREEN RIVER AND 2.0 MI. S. OF SAN RAFAEL RIVER, ON E. SIDE
 KN0492'AND HIGHEST PART OF VERY PROMINIENT BUTTE KNOWN LOCALLY AS WINDOW
 KN0492'BLIND BUTTE.
 KN0492'
 KN0492'STATION REACHED BY HELICOPTER.  IT IS VERY DOUBTFUL THAT STATION COULD
 KN0492'BE REACHED ON FOOT.
 KN0492'
 KN0492'STATION MARK - STANDARD TABLET STAMPED ---WINDOW 1952--- SET IN
 KN0492'BEDROCK.
 KN0492'
 KN0492'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.1
 KN0492'1952--- SET IN ROCK OUTCROP, 17.35 FT. FROM STATION MARK,
 KN0492'S 56 DEG 24 MIN W.
 KN0492'
 KN0492'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.2
 KN0492'1952--- SET IN BEDROCK, 25.12 FT. FROM STATION MARK,
 KN0492'S 68 DEG 41 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO1140 ***********************************************************************
 LO1140  DESIGNATION -  WINDY
 LO1140  PID         -  LO1140
 LO1140  STATE/COUNTY-  UT/SUMMIT
 LO1140  COUNTRY     -  US
 LO1140  USGS QUAD   -  SLADER BASIN (2017)
 LO1140
 LO1140                         *CURRENT SURVEY CONTROL
 LO1140  ______________________________________________________________________
 LO1140* NAD 83(1994) POSITION- 40 52 12.19475(N) 111 00 01.32108(W)   ADJUSTED
 LO1140* NAVD 88 ORTHO HEIGHT -  3314.7   (meters)    10875.    (feet) VERTCON3
 LO1140  ______________________________________________________________________
 LO1140  GEOID HEIGHT    -        -13.893 (meters)                     GEOID18
 LO1140  LAPLACE CORR    -         15.21  (seconds)                    DEFLEC18
 LO1140  HORZ ORDER      -  FIRST
 LO1140
 LO1140.The horizontal coordinates were established by classical geodetic methods
 LO1140.and adjusted by the National Geodetic Survey in November 1997.
 LO1140
 LO1140.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO1140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO1140
 LO1140.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO1140.GEOID18 height accuracy estimate available here.
 LO1140
 LO1140.Click photographs - Photos may exist for this station.
 LO1140
 LO1140.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO1140
 LO1140. The following values were computed from the NAD 83(1994) position.
 LO1140
 LO1140;                    North         East     Units Scale Factor Converg.
 LO1140;SPC UT N     - 1,059,723.335   542,118.043   MT  0.99997879   +0 19 46.0
 LO1140;SPC UT N     - 3,476,775.64  1,778,598.95   sFT  0.99997879   +0 19 46.0
 LO1140;UTM  12      - 4,524,331.997   499,969.077   MT  0.99960000   -0 00 00.9
 LO1140
 LO1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO1140!SPC UT N     -   0.99948249  x   0.99997879  =   0.99946129
 LO1140!UTM  12      -   0.99948249  x   0.99960000  =   0.99908270
 LO1140
 LO1140:                Primary Azimuth Mark                     Grid Az
 LO1140:SPC UT N     -  WINDY AZ MK                              195 15 01.8
 LO1140:UTM  12      -  WINDY AZ MK                              195 34 48.7
 LO1140
 LO1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL9996924331(NAD 83)
 LO1140
 LO1140|---------------------------------------------------------------------|
 LO1140| PID    Reference Object                     Distance      Geod. Az  |
 LO1140|                                                           dddmmss.s |
 LO1140| CP6058 WINDY RM 1                            5.590 METERS 14127     |
 LO1140| CP6057 WINDY AZ MK                                        1953447.8 |
 LO1140| CP6059 WINDY RM 2                            8.948 METERS 22550     |
 LO1140| LO1139 10887                                 7.200 METERS 23051     |
 LO1140|---------------------------------------------------------------------|
 LO1140
 LO1140                          SUPERSEDED SURVEY CONTROL
 LO1140
 LO1140  NAD 83(1993)-  40 52 12.19489(N)    111 00 01.32068(W) AD(       ) 1
 LO1140  NAD 83(1986)-  40 52 12.18045(N)    111 00 01.31018(W) AD(       ) 1
 LO1140  NAD 27      -  40 52 12.36720(N)    110 59 58.67300(W) AD(       ) 1
 LO1140  NGVD 29 (07/19/86) 3313.1    (m)        10870.     (f) VERT ANG       
 LO1140
 LO1140.Superseded values are not recommended for survey control.
 LO1140
 LO1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO1140.See file dsdata.pdf to determine how the superseded data were derived.
 LO1140
 LO1140_MARKER: DS = TRIANGULATION STATION DISK
 LO1140_SETTING: 66 = SET IN ROCK OUTCROP
 LO1140_STAMPING: WINDY 1938
 LO1140_MARK LOGO: CGS
 LO1140_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO1140+STABILITY: POSITION/ELEVATION WELL
 LO1140
 LO1140  HISTORY     - Date     Condition        Report By
 LO1140  HISTORY     - 1938     MONUMENTED       CGS
 LO1140  HISTORY     - 1962     GOOD             CGS
 LO1140
 LO1140                          STATION DESCRIPTION
 LO1140
 LO1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 LO1140'ABOUT 21 MILES AIRLINE EAST-SOUTHEAST OF COALVILLE, UTAH,
 LO1140'AND ABOUT 6 MILES NORTH OF HOLIDAY PARK ON THE HIGHEST POINT
 LO1140'OF A RIDGE RUNNING APPROXIMATELY NORTH AND SOUTH WHICH IS THE
 LO1140'DIVIDE BETWEEN EAST FORK OF CHALK CREEK ON NORTHWEST AND
 LO1140'HUMPY CREEK ON EAST.  RIDGE IS A VERY STEEP, ROCKY BLUFF TO
 LO1140'WEST AND A MORE GRADUAL SMOOTH GRASSY SLOPE TO EAST.  THERE
 LO1140'IS A SPUR RIDGE THAT EXTENDS DIRECTLY EAST FROM STATION.
 LO1140'
 LO1140'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 LO1140'DISKS IN BEDROCK.
 LO1140'
 LO1140'REFERENCE MARK NO. 2 IS SOUTHWEST OF AND AT ABOUT SAME ELEVATION
 LO1140'AS STATION.  REFERENCE MARK NO. 1 IS SOUTHEAST OF AND ABOUT
 LO1140'3 FEET LOWER IN ELEVATION.  THERE IS A LEAD DISK ABOUT 2-1/2
 LO1140'INCHES IN DIAMETER SOUTHWEST OF AND ABOUT ONE FOOT HIGHER IN
 LO1140'ELEVATION.  IT IS CEMENTED INTO THE TOP OF A FLAT BOULDER
 LO1140'ABOUT 3 FEET LONG AND TWO FEET WIDE.  IT IS STAMPED (ELEVATION
 LO1140'10,887 FEET, DATUM V.A.).  THE AZIMUTH MARK IS ABOUT 1 MILE
 LO1140'SOUTH-SOUTHWEST OF STATION AT ABOUT SAME ELEVATION.  IT IS
 LO1140'ON TOP OF FIRST PEAK SOUTHWEST OF STATION.  THERE IS A
 LO1140'WELL-DEFINED SADDLE BETWEEN STATION AND AZIMUTH MARK.
 LO1140'
 LO1140'TO REACH STATION FROM POST OFFICE IN COALVILLE, UTAH, GO N
 LO1140'ON MAIN STREET 0.2 MILE TO CHALK CREEK ROAD.  THENCE TURN
 LO1140'TO RIGHT ON THIS ROAD AND FOLLOW MAIN TRAVELED ROAD 18.25 MILES
 LO1140'TO PINE CLIFF DANCE HALL.  THENCE CONTINUE ON CHALK CREEK ROAD
 LO1140'5.6 MILES TO A ROAD LEADING TO RIGHT.  TAKE RIGHT FORK AND
 LO1140'FOLLOW MAIN TRAVELED ROAD 2.25 MILES TO AN OLD SHED AND CORRALS
 LO1140'ON RIGHT AND DIM TRACK ROAD LEADING LEFT.  THENCE TURN LEFT
 LO1140'ON TRACK ROAD AND GO FOR 2.45 MILES TO A WIRE GATE.  CONTINUE
 LO1140'THRU WIRE GATE AND FOLLOW MAIN TRAVELED ROAD 3.85 MILES TO
 LO1140'ANOTHER WIRE GATE.  THENCE GO THRU GATE AND CONTINUE 2.0
 LO1140'MILES TO A FORK.  HERE KEEP EXTREME LEFT FORK, CROSS A SMALL
 LO1140'STREAM AND CONTINUE ON MAIN TRAVELED ROAD 1.6 MILES TO
 LO1140'HUMPY CREEK.  THENCE FORD CREEK AND CONTINUE ON MAIN
 LO1140'TRAVELED ROAD 3.45 MILES TO A FORK WITH CORRALS AND
 LO1140'SMALL BUILDING ABOUT 0.25 MILE TO LEFT.  THENCE TAKE
 LO1140'RIGHT FORK 1.15 MILES TO A FORK.  THENCE KEEP RIGHT FORK
 LO1140'0.5 MILE TO NORTHEAST SIDE OF A SMALL MEADOW WITH A SMALL
 LO1140'MARSH TO LEFT, AND END OF TRUCK TRAVEL.  FROM HERE FOLLOW A
 LO1140'MAGNETIC BEARING OF 275 DEG FOR ABOUT 1/2 MILE.  THENCE
 LO1140'CLIMB RIGHT UP ONTO A BARE RIDGE AND FOLLOW RIDGE, WEST TO
 LO1140'HIGHEST POINT AND STATION SITE.
 LO1140
 LO1140                          STATION RECOVERY (1962)
 LO1140
 LO1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 LO1140'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LO1140'GOOD CONDITION, A DIFFERENCE IN THE DIRECTION TO THE AZIMUTH
 LO1140'MARK WAS NOTED.  A NEW COMPLETE DESCRIPTION FOLLOWS.
 LO1140'
 LO1140'THE STATION IS ON A HIGH, BARE RIDGE THAT IS A ROCKY BLUFF
 LO1140'TO THE WEST AND SLOPES GRADUALLY TO THE EAST.  IT IS ABOUT
 LO1140'30 MILES SOUTH OF EVANSTON WYOMING, 8-3/4 MILES WEST OF UTAH,
 LO1140'STATE HIGHWAY 150 AND 8-1/2 MILES SOUTH OF UTAH - WYOMING STATE
 LO1140'LINE.
 LO1140'
 LO1140'TO REACH THE STATION FROM FRONT STREET AND WHERE U.S. HIGHWAY
 LO1140'30 S TURNS EAST UNDER THE UNDERPASS IN EVANSTON, GO SOUTH
 LO1140'ON FRONT STREET, WHICH LATER BECOMES STATE HIGHWAY 150 FOR
 LO1140'0.8 MILE TO THE WYOMING STATE HOSPITAL ON THE LEFT.  CONTINUE
 LO1140'SOUTHERLY ON THE HIGHWAY FOR 7.75 MILES TO A BRIDGE OVER
 LO1140'THE BEAR RIVER.  CONTINUE SOUTHERLY AND WEST ON THE HIGHWAY
 LO1140'FOR 10.95 MILES TO WHERE THE HIGHWAY TURNS LEFT AND A GRAVELED
 LO1140'ROAD CONTINUES STRAIGHT AHEAD AND AN OLD SCHOOLHOUSE IN THE
 LO1140'SOUTHWEST ANGLE OF THE ROADS.  CONTINUE AHEAD, WEST, ON THE
 LO1140'GRAVELED ROAD FOR 1.25 MILES TO A CROSSROAD.  CONTINUE
 LO1140'STRAIGHT AHEAD ON THE GRAVELED ROAD FOR 1.25 MILES TO A WOODEN
 LO1140'BRIDGE OVER THE BEAR RIVER.  CROSS BRIDGE AND CONTINUE ON
 LO1140'THE MAIN ROAD FOR 2.15 MILES TO A SMALL WOODEN BRIDGE.
 LO1140'CROSS BRIDGE AND CONTINUE ON THE MAIN ROAD FOR 3.35 MILES
 LO1140'TO A FORK.  TAKE THE LEFT FORK AND GO 2.65 MILES TO TWO
 LO1140'METAL BUILDINGS ON THE RIGHT AND A SIDE ROAD LEADING
 LO1140'SHARP LEFT.  CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD
 LO1140'FOR 2.75 MILES TO TELEPHONE LINE POLE NUMBER 1752 ON THE
 LO1140'RIGHT AND A SIDE ROAD LEADING SHARP LEFT.  TURN SHARP
 LO1140'LEFT AND FOLLOW GRADED ROAD FOR 0.65 MILE TO A SMALL
 LO1140'WOODEN BRIDGE.  CROSS BRIDGE AND FOLLOW MAIN ROAD FOR 0.75
 LO1140'MILE TO A SMALL LOG CABIN AND SOME CORRALS ON THE RIGHT.
 LO1140'CONTINUE AHEAD ON THE MAIN ROAD FOR 0.7 MILE TO A METAL
 LO1140'GATE.  PASS THROUGH GATE AND CONTINUE ON THE MAIN ROAD
 LO1140'FOR 0.65 MILE TO A CROSSROAD AT THE TOP OF A HILL.  CONTINUE
 LO1140'STRAIGHT AHEAD FOR 0.75 MILE TO A FORK.  TAKE THE LEFT
 LO1140'FORK FOR 0.35 MILE TO A METAL GATE.  PASS THROUGH GATE AND
 LO1140'CONTINUE ON GRADED ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT.
 LO1140'CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD FOR 3.45 MILES TO A
 LO1140'SHEEP CAMP AND SOME CORRALS ON THE RIGHT.  CONTINUE STRAIGHT
 LO1140'AHEAD ON THE MAIN ROAD FOR 2.4 MILES TO A FORK.  TAKE THE
 LO1140'RIGHT FORK FOR 0.5 MILE TO A DIM TRACK ROAD RIGHT.  TURN
 LO1140'RIGHT ON THE DIM TRACK ROAD FOR 0.3 MILE TO THE TOP OF A RIDGE.
 LO1140'BEAR LEFT UP RIDGE FOR 0.9 MILE TO THE TOP OF A RIDGE.  BEAR
 LO1140'RIGHT UP RIDGE FOR 0.15 MILE TO THE HIGHEST POINT AND THE
 LO1140'STATION.
 LO1140'
 LO1140'STATION MARK IS A STANDARD DISK, STAMPED WINDY 1938, CEMENTED
 LO1140'IN A DRILL HOLE IN A 1 X 1 FOOT BOULDER PROJECTING 5 INCHES.
 LO1140'
 LO1140'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WINDY NO 1 1938,
 LO1140'CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT BOULDER FLUSH WITH
 LO1140'THE GROUND.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 LO1140'
 LO1140'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WINDY NO 2 1938,
 LO1140'CEMENTED IN A DRILL HOLE IN A 1 X 1 FOOT BOULDER PROJECTING
 LO1140'4 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 LO1140'
 LO1140'LEAD DISK 1938, IS A LEAD DISK, STAMPED 10887 FEET, CEMENTED
 LO1140'IN A DRILL HOLE IN A 3 X 2 FOOT BOULDER PROJECTING 10 INCHES.
 LO1140'IT IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 LO1140'
 LO1140'AZIMUTH MARK IS A STANDARD DISK, STAMPED WINDY 1938, CEMENTED
 LO1140'IN A DRILL HOLE IN A 1 X 2 FOOT BOULDER PROJECTING 5 INCHES.
 LO1140'
 LO1140'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK SOUTHERLY
 LO1140'TO THE NEXT HIGHEST POINT AND THE MARK.  IT IS ABOUT A 1 HOUR PACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0357 ***********************************************************************
 KM0357  DESIGNATION -  WINTER
 KM0357  PID         -  KM0357
 KM0357  STATE/COUNTY-  UT/UINTAH
 KM0357  COUNTRY     -  US
 KM0357  USGS QUAD   -  TENMILE CANYON NORTH (2017)
 KM0357
 KM0357                         *CURRENT SURVEY CONTROL
 KM0357  ______________________________________________________________________
 KM0357* NAD 83(1994) POSITION- 39 29 08.97056(N) 109 31 12.49871(W)   ADJUSTED
 KM0357* NAVD 88 ORTHO HEIGHT -  2275.    (meters)     7464.    (feet) SCALED
 KM0357  ______________________________________________________________________
 KM0357  GEOID HEIGHT    -        -16.989 (meters)                     GEOID18
 KM0357  LAPLACE CORR    -          1.61  (seconds)                    DEFLEC18
 KM0357  HORZ ORDER      -  FIRST
 KM0357
 KM0357.The horizontal coordinates were established by classical geodetic methods
 KM0357.and adjusted by the National Geodetic Survey in November 1997.
 KM0357
 KM0357.The orthometric height was scaled from a topographic map.
 KM0357
 KM0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0357.GEOID18 height accuracy estimate available here.
 KM0357
 KM0357.Click photographs - Photos may exist for this station.
 KM0357
 KM0357.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0357
 KM0357. The following values were computed from the NAD 83(1994) position.
 KM0357
 KM0357;                    North         East     Units Scale Factor Converg.
 KM0357;SPC UT C     - 2,129,833.085   670,301.243   MT  0.99991728   +1 16 05.7
 KM0357;SPC UT C     - 6,987,627.38  2,199,146.66   sFT  0.99991728   +1 16 05.7
 KM0357;UTM  12      - 4,371,736.609   627,265.610   MT  0.99979941   +0 56 28.1
 KM0357
 KM0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0357!SPC UT C     -   0.99964582  x   0.99991728  =   0.99956313
 KM0357!UTM  12      -   0.99964582  x   0.99979941  =   0.99944531
 KM0357
 KM0357:                Primary Azimuth Mark                     Grid Az
 KM0357:SPC UT C     -  WINTER AZ MK                             288 11 23.6
 KM0357:UTM  12      -  WINTER AZ MK                             288 31 01.2
 KM0357
 KM0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ2726571736(NAD 83)
 KM0357
 KM0357|---------------------------------------------------------------------|
 KM0357| PID    Reference Object                     Distance      Geod. Az  |
 KM0357|                                                           dddmmss.s |
 KM0357| CM7304 WINTER AZ MK                                       2892729.3 |
 KM0357|---------------------------------------------------------------------|
 KM0357
 KM0357                          SUPERSEDED SURVEY CONTROL
 KM0357
 KM0357  NAD 83(1992)-  39 29 08.94188(N)    109 31 12.47939(W) AD(       ) 1
 KM0357  NAD 83(1986)-  39 29 08.94186(N)    109 31 12.47820(W) AD(       ) 1
 KM0357  NAD 27      -  39 29 09.07000(N)    109 31 10.01700(W) AD(       ) 1
 KM0357
 KM0357.Superseded values are not recommended for survey control.
 KM0357
 KM0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0357.See file dsdata.pdf to determine how the superseded data were derived.
 KM0357
 KM0357_MARKER: DS = TRIANGULATION STATION DISK
 KM0357_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KM0357
 KM0357  HISTORY     - Date     Condition        Report By
 KM0357  HISTORY     - 1936     MONUMENTED       CGS
 KM0357  HISTORY     - 1970     GOOD             USGS
 KM0357
 KM0357                          STATION DESCRIPTION
 KM0357
 KM0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 KM0357'ABOUT 42 MILES S OF OURAY, 34 MILES SW OF WATSON, ON BROAD FLAT
 KM0357'RIDGE KNOWN LOCALLY AS WINTER RIDGE, WHICH LIES BETWEEN MAIN
 KM0357'CANYON TO NE AND MEADOW CANYON TO SW (BOTH TRIBUTARIES TO WILLOW
 KM0357'CANYON), 3/4 MILE NNW OF HEAD OF TRAPPER CANYON, AND 45 FEET SSW
 KM0357'OF OLD ROAD RUNNING ALONG RIDGE.  REACHED FROM TRACY RANCH BY
 KM0357'PACK TRAIN TO TRACY MEADOW CREEK RANCH.  THENCE ABOUT 1 MILE
 KM0357'UP MEADOW CREEK CANYON TO JUNCTION WITH TRAPPER CANYON.  TURN
 KM0357'LEFT AND FOLLOW TRAPPER CANYON TO HEAD AND TOP OF RIDGE.
 KM0357'LOCATE AND FOLLOW OLD WAGON ROAD NNW TO STATION SITE.  GUIDE
 KM0357'SHOULD BE HIRED.  MARKED BY STANDARD STATION DISK IN TOP OF
 KM0357'3 1/2-INCH IRON PIPE PROJECTING ABOUT 10 INCHES.  AZIMUTH MARK
 KM0357'IS STANDARD DISK IN TOP OF 3 1/2-INCH IRON PIPE PROJECTING 10
 KM0357'INCHES ABOVE GROUND, ON STATION RIDGE, 33 FEET S OF OLD WAGON
 KM0357'ROAD, AND 0.5 MILE W OF STATION N 70 DEG 33 MIN W.
 KM0357'BEARING FROM STATION TO DOME PEAK N 26 DEG 37 MIN W.
 KM0357
 KM0357                          STATION RECOVERY (1970)
 KM0357
 KM0357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (PRJ)
 KM0357'NEW TO REACH DESCRIPTION FOLLOWS--TO REACH STATION FROM MACK,
 KM0357'COLORADO DRIVE WEST ON U.S. HIGHWAY 6 AND 50 FOR 11.8 MILES TO
 KM0357'COLORADO-UTAH STATE LINE.  CONTINUE WEST ON HIGHWAY FOR 3.4
 KM0357'MILES TO A GRADED ROAD ON THE RIGHT (N).  TURN RIGHT AND FOLLOW
 KM0357'MAIN TRAVELED ROAD FOR 12.4 MILES TO A Y-FORK ABOUT 1000 FEET
 KM0357'NW OF A BRICK HOUSE AND RANCH BUILDINGS, CONTINUE STRAIGHT AHEAD
 KM0357'0.5 MILE TO ANOTHER ROAD FORK.  TAKE LEFT FORK AND FOLLOW
 KM0357'ROAD FOR 8.9 MILES TO ANOTHER Y-FORK.  TAKE RIGHT FORK AND GO
 KM0357'5.4 MILES TO ROAD FORKS AT TOP OF HAY CANYON.  CONTINUE
 KM0357'STRAIGHT AHEAD (N) AND FOLLOW MAIN TRAVELED ROAD FOR 9.0 MILES
 KM0357'TO STATION 30 FEET SW OF ROAD.
 KM0357'
 KM0357'STATION MARK--STANDARD STATION DISK, IN TOP OF 3-1/2 IN. IRON PIPE
 KM0357'PROJECTING ABOUT 10 IN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0527 ***********************************************************************
 JO0527  DESIGNATION -  WIRE
 JO0527  PID         -  JO0527
 JO0527  STATE/COUNTY-  UT/MILLARD
 JO0527  COUNTRY     -  US
 JO0527  USGS QUAD   -  SAND RIDGE (2017)
 JO0527
 JO0527                         *CURRENT SURVEY CONTROL
 JO0527  ______________________________________________________________________
 JO0527* NAD 83(1994) POSITION- 38 59 30.11940(N) 112 44 58.30758(W)   ADJUSTED
 JO0527* NAVD 88 ORTHO HEIGHT -  1426.0   (meters)     4678.    (feet) VERTCON3
 JO0527  ______________________________________________________________________
 JO0527  GEOID HEIGHT    -        -20.103 (meters)                     GEOID18
 JO0527  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 JO0527  HORZ ORDER      -  SECOND
 JO0527
 JO0527.The horizontal coordinates were established by classical geodetic methods
 JO0527.and adjusted by the National Geodetic Survey in November 1997.
 JO0527
 JO0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 JO0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JO0527
 JO0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0527.GEOID18 height accuracy estimate available here.
 JO0527
 JO0527.Click photographs - Photos may exist for this station.
 JO0527
 JO0527.The Laplace correction was computed from DEFLEC18 derived deflections.
 JO0527
 JO0527. The following values were computed from the NAD 83(1994) position.
 JO0527
 JO0527;                    North         East     Units Scale Factor Converg.
 JO0527;SPC UT C     - 2,073,848.949   391,747.918   MT  1.00000626   -0 48 01.5
 JO0527;SPC UT C     - 6,803,952.76  1,285,259.63   sFT  1.00000626   -0 48 01.5
 JO0527;UTM  12      - 4,317,311.302   348,482.484   MT  0.99988269   -1 06 03.7
 JO0527
 JO0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JO0527!SPC UT C     -   0.99977947  x   1.00000626  =   0.99978572
 JO0527!UTM  12      -   0.99977947  x   0.99988269  =   0.99966218
 JO0527
 JO0527:                Primary Azimuth Mark                     Grid Az
 JO0527:SPC UT C     -  WIRE AZ MK                               211 51 02.8
 JO0527:UTM  12      -  WIRE AZ MK                               212 09 05.0
 JO0527
 JO0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ4848217311(NAD 83)
 JO0527
 JO0527|---------------------------------------------------------------------|
 JO0527| PID    Reference Object                     Distance      Geod. Az  |
 JO0527|                                                           dddmmss.s |
 JO0527| CM6784 WIRE AZ MK                                         2110301.3 |
 JO0527| CM6785 WIRE RM 1                            10.900 METERS 21311     |
 JO0527| CM6786 WIRE RM 2                             9.754 METERS 30347     |
 JO0527|---------------------------------------------------------------------|
 JO0527
 JO0527                          SUPERSEDED SURVEY CONTROL
 JO0527
 JO0527  NAD 83(1986)-  38 59 30.11285(N)    112 44 58.30139(W) AD(       ) 2
 JO0527  NAD 27      -  38 59 30.25230(N)    112 44 55.48530(W) AD(       ) 2
 JO0527  NGVD 29 (07/19/86) 1424.9    (m)         4675.     (f) VERT ANG       
 JO0527
 JO0527.Superseded values are not recommended for survey control.
 JO0527
 JO0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0527.See file dsdata.pdf to determine how the superseded data were derived.
 JO0527
 JO0527_MARKER: DS = TRIANGULATION STATION DISK
 JO0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0527_STAMPING: WIRE 1957
 JO0527_MARK LOGO: CGS
 JO0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0527+STABILITY: SURFACE MOTION
 JO0527
 JO0527  HISTORY     - Date     Condition        Report By
 JO0527  HISTORY     - 1957     MONUMENTED       CGS
 JO0527
 JO0527                          STATION DESCRIPTION
 JO0527
 JO0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 JO0527'THE STATION IS LOCATED AIRLINE, ABOUT 22 MILES WEST OF FILLMORE,
 JO0527'ABOUT 21 MILES SOUTH OF DESERET AND ABOUT 26 MILES WEST-SOUTHWEST
 JO0527'OF HOLDEN IN FLAT, OPEN RANGE LAND.
 JO0527'
 JO0527'THE STATION IS A STANDARD DISK STAMPED WIRE 1957 SET IN TOP
 JO0527'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 6
 JO0527'INCHES ABOVE THE GROUND.  IT IS 120 FEET NORTHEAST OF A DOUBLE
 JO0527'TELEGRAPH LINE POLE, 16.5 FEET SOUTHWEST OF A TELEGRAPH POLE
 JO0527'WITH THE NUMBER 6060 PAINTED ON IT AND 6 FEET SOUTHWEST OF A
 JO0527'WHITE WITNESS POST.
 JO0527'
 JO0527'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WIRE NO 1
 JO0527'1957 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JO0527'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 JO0527'ELEVATION AS THE STATION.
 JO0527'
 JO0527'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WIRE NO
 JO0527'2 1957 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JO0527'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 JO0527'ELEVATION AS THE STATION.
 JO0527'
 JO0527'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WIRE 1957 SET IN
 JO0527'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 JO0527'6 INCHES ABOVE THE GROUND.  IT IS 105 FEET NORTH OF THE NORTH
 JO0527'WALL OF A RED BRICK BUILDING, 20 FEET EAST OF THE CENTER LINE
 JO0527'OF A TRACK ROAD AND 3 FEET EAST OF A TELEGRAPH POLE WITH NUMBER
 JO0527'1 PAINTED ON IT.
 JO0527'
 JO0527'TO REACH THE STATION FROM THE POST OFFICE IN DESERET, GO WEST FOR
 JO0527'0.1 MILE TO THE MAIN INTERSECTION OF THE TOWN.  TURN LEFT AND
 JO0527'GO SOUTH ON THE PAVED ROAD WHICH LATER CHANGES TO A GRAVELED ROAD
 JO0527'FOR 1.9 MILES.  TAKE THE LEFT FORK AND CONTINUE SOUTH ON THE
 JO0527'GRAVELED ROAD FOR 20.1 MILES TO A METAL GATE ON THE LEFT AND
 JO0527'SOME RAILROAD BUILDINGS, CALLED BORDEN.  TURN LEFT, PASS THROUGH
 JO0527'THE GATE, CROSS THE RAILROAD TRACKS TO A SECOND METAL GATE.
 JO0527'PASS THROUGH THE GATE AND FOLLOW A TRACK ROAD
 JO0527'EAST-NORTHEASTERLY FOR 2.3 MILES TO A RED BRICK BUILDING AND
 JO0527'THE AZIMUTH MARK.  TURN LEFT AND FOLLOW A TRACK ROAD
 JO0527'NORTHERLY ALONG THE WEST SIDE OF A TELEGRAPH POLE LINE FOR 0.6
 JO0527'MILE TO A POINT WHERE THE ROAD PASSES UNDER THE TELEGRAPH POLE
 JO0527'LINE.  PASS UNDER THE TELEGRAPH POLE LINE AND FOLLOW THE TRACK
 JO0527'ROAD NORTHEASTERLY FOR 0.4 MILE TO A WHITE WITNESS POST UNDER
 JO0527'THE TELEGRAPH LINES AND THE STATION.  THE STATION CAN BE DRIVEN
 JO0527'WITH A 2-WHEEL DRIVE VEHICLE BUT THE GROUND IS A LITTLE SANDY
 JO0527'ABOUT 200 YARDS BEFORE REACHING THE STATION.
 JO0527'
 JO0527'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0776 ***********************************************************************
 HN0776  DESIGNATION -  WITS
 HN0776  PID         -  HN0776
 HN0776  STATE/COUNTY-  UT/KANE
 HN0776  COUNTRY     -  US
 HN0776  USGS QUAD   -  BASIN CANYON (2017)
 HN0776
 HN0776                         *CURRENT SURVEY CONTROL
 HN0776  ______________________________________________________________________
 HN0776* NAD 83(1994) POSITION- 37 26 02.07784(N) 111 16 57.44047(W)   ADJUSTED
 HN0776* NAVD 88 ORTHO HEIGHT -  2231.4   (meters)     7321.    (feet) VERTCON3
 HN0776  ______________________________________________________________________
 HN0776  GEOID HEIGHT    -        -21.830 (meters)                     GEOID18
 HN0776  LAPLACE CORR    -         -9.25  (seconds)                    DEFLEC18
 HN0776  HORZ ORDER      -  SECOND
 HN0776
 HN0776.The horizontal coordinates were established by classical geodetic methods
 HN0776.and adjusted by the National Geodetic Survey in November 1997.
 HN0776
 HN0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0776
 HN0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0776.GEOID18 height accuracy estimate available here.
 HN0776
 HN0776.Click photographs - Photos may exist for this station.
 HN0776
 HN0776.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0776
 HN0776. The following values were computed from the NAD 83(1994) position.
 HN0776
 HN0776;                    North         East     Units Scale Factor Converg.
 HN0776;SPC UT S     - 3,085,173.410   519,238.046   MT  0.99996986   +0 07 59.5
 HN0776;SPC UT S     -10,121,939.76  1,703,533.49   sFT  0.99996986   +0 07 59.5
 HN0776;UTM  12      - 4,143,046.724   474,996.962   MT  0.99960770   -0 10 18.5
 HN0776
 HN0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0776!SPC UT S     -   0.99965338  x   0.99996986  =   0.99962325
 HN0776!UTM  12      -   0.99965338  x   0.99960770  =   0.99926121
 HN0776
 HN0776:                Primary Azimuth Mark                     Grid Az
 HN0776:SPC UT S     -  COLLET                                   283 01 16.6
 HN0776:UTM  12      -  COLLET                                   283 19 34.6
 HN0776
 HN0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG7499643046(NAD 83)
 HN0776
 HN0776|---------------------------------------------------------------------|
 HN0776| PID    Reference Object                     Distance      Geod. Az  |
 HN0776|                                                           dddmmss.s |
 HN0776| CH4597 WITS RM 2                             5.502 METERS 10143     |
 HN0776| HN0778 COLLET                              APPROX.26.3 KM 2830916.1 |
 HN0776| CH4596 WITS RM 1                             3.380 METERS 34635     |
 HN0776|---------------------------------------------------------------------|
 HN0776
 HN0776                          SUPERSEDED SURVEY CONTROL
 HN0776
 HN0776  NAD 83(1986)-  37 26 02.07311(N)    111 16 57.44013(W) AD(       ) 2
 HN0776  NAD 27      -  37 26 02.11506(N)    111 16 54.84559(W) AD(       ) 2
 HN0776  NGVD 29 (07/19/86) 2230.3    (m)         7317.     (f) VERT ANG       
 HN0776
 HN0776.Superseded values are not recommended for survey control.
 HN0776
 HN0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0776.See file dsdata.pdf to determine how the superseded data were derived.
 HN0776
 HN0776_MARKER: DB = BENCH MARK DISK
 HN0776_SETTING: 80 = SET IN A BOULDER
 HN0776_STAMPING: WITS 1962
 HN0776_MARK LOGO: USGS
 HN0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0776+STABILITY: SURFACE MOTION
 HN0776
 HN0776  HISTORY     - Date     Condition        Report By
 HN0776  HISTORY     - 1962     MONUMENTED       USGS
 HN0776  HISTORY     - 1963     GOOD             CGS
 HN0776
 HN0776                          STATION DESCRIPTION
 HN0776
 HN0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HN0776'THE STATION IS ON THE EAST RIM OF THE KAIPAROWITS PLATEAU,
 HN0776'ABOUT 25 MILES SOUTH OF ESCALANTE AND 29 MILES NORTHWEST OF
 HN0776'THE HOLE-IN-THE-ROCK, ON THE RIM OF THE HIGHEST POINT IN THE
 HN0776'IMMEDIATE VICINITY.
 HN0776'
 HN0776'TO REACH BY HELICOPTER FROM THE AIRSTRIP AT HOLE-IN-THE-ROCK,
 HN0776'FLY NORTHWESTERLY ON A TRUE COURSE OF 304 DEGREES FOR ABOUT
 HN0776'26-1/2 MILES TO THE HIGHEST POINT OF THE RIM AND THE STATION.
 HN0776'
 HN0776'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 HN0776'STAMPED WITS 1962, CEMENTED IN A DRILL HOLE IN A BOULDER.
 HN0776'IT IS 37-1/2 FEET NORTHWEST OF THE SOUTHEAST RIM OF THE
 HN0776'PLATEAU, 27 FEET SOUTHEAST OF A SCRUB-PINE WITH TRIANGLE
 HN0776'BLAZE AND 10.8 FEET SOUTHWEST OF A CAIRN ABOUT 2 FEET HIGH.
 HN0776'
 HN0776'REFERENCE MARK 1, STAMPED WITS NO 1 1962, IS A U.S. GEOLOGICAL
 HN0776'SURVEY REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK.
 HN0776'IT IS 17-1/2 FEET SOUTHEAST OF A PINE TREE WITH TRIANGLE
 HN0776'BLAZE, 10 FEET WEST OF A CAIRN AND 1-1/2 FEET NORTHWEST OF
 HN0776'THE SOUTHEAST EDGE OF THE OUTCROP.
 HN0776'
 HN0776'REFERENCE MARK 2, STAMPED WITS NO 2 1962, IS A U.S. GEOLOGICAL
 HN0776'SURVEY REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK.
 HN0776'IT IS 16 FEET SOUTHEAST OF THE CAIRN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0369 ***********************************************************************
 JN0369  DESIGNATION -  WOG
 JN0369  PID         -  JN0369
 JN0369  STATE/COUNTY-  UT/GARFIELD
 JN0369  COUNTRY     -  US
 JN0369  USGS QUAD   -  ANGLE (2017)
 JN0369
 JN0369                         *CURRENT SURVEY CONTROL
 JN0369  ______________________________________________________________________
 JN0369* NAD 83(1994) POSITION- 38 07 39.12318(N) 111 53 01.75067(W)   ADJUSTED
 JN0369* NAVD 88 ORTHO HEIGHT -  2875.1   (meters)     9433.    (feet) VERTCON3
 JN0369  ______________________________________________________________________
 JN0369  GEOID HEIGHT    -        -18.274 (meters)                     GEOID18
 JN0369  LAPLACE CORR    -          7.16  (seconds)                    DEFLEC18
 JN0369  HORZ ORDER      -  SECOND
 JN0369
 JN0369.The horizontal coordinates were established by classical geodetic methods
 JN0369.and adjusted by the National Geodetic Survey in November 1997.
 JN0369
 JN0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0369
 JN0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0369.GEOID18 height accuracy estimate available here.
 JN0369
 JN0369.Click photographs - Photos may exist for this station.
 JN0369
 JN0369.The Laplace correction was computed from DEFLEC18 derived deflections.
 JN0369
 JN0369. The following values were computed from the NAD 83(1994) position.
 JN0369
 JN0369;                    North         East     Units Scale Factor Converg.
 JN0369;SPC UT S     - 3,162,203.744   466,347.774   MT  0.99996922   -0 14 06.6
 JN0369;SPC UT S     -10,374,663.45  1,530,009.32   sFT  0.99996922   -0 14 06.6
 JN0369;UTM  12      - 4,220,334.255   422,536.836   MT  0.99967390   -0 32 44.6
 JN0369
 JN0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JN0369!SPC UT S     -   0.99955192  x   0.99996922  =   0.99952116
 JN0369!UTM  12      -   0.99955192  x   0.99967390  =   0.99922597
 JN0369
 JN0369:                Primary Azimuth Mark                     Grid Az
 JN0369:SPC UT S     -  MUD                                      182 31 55.9
 JN0369:UTM  12      -  MUD                                      182 50 33.9
 JN0369
 JN0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH2253620334(NAD 83)
 JN0369
 JN0369|---------------------------------------------------------------------|
 JN0369| PID    Reference Object                     Distance      Geod. Az  |
 JN0369|                                                           dddmmss.s |
 JN0369| CM6788 WOG RM 2                              9.465 METERS 04844     |
 JN0369| HN0820 MUD                                 APPROX.24.7 KM 1821749.3 |
 JN0369| CM6787 WOG RM 1                              6.326 METERS 29041     |
 JN0369|---------------------------------------------------------------------|
 JN0369
 JN0369                          SUPERSEDED SURVEY CONTROL
 JN0369
 JN0369  NAD 83(1986)-  38 07 39.11832(N)    111 53 01.75140(W) AD(       ) 2
 JN0369  NAD 27      -  38 07 39.17520(N)    111 52 59.05765(W) AD(       ) 2
 JN0369  NGVD 29 (07/19/86) 2873.7    (m)         9428.     (f) VERT ANG       
 JN0369
 JN0369.Superseded values are not recommended for survey control.
 JN0369
 JN0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0369.See file dsdata.pdf to determine how the superseded data were derived.
 JN0369
 JN0369_MARKER: Z = SEE DESCRIPTION
 JN0369_SETTING: 0 = UNSPECIFIED SETTING
 JN0369
 JN0369  HISTORY     - Date     Condition        Report By
 JN0369  HISTORY     - 1969     MONUMENTED       USGS
 JN0369
 JN0369                          STATION DESCRIPTION
 JN0369
 JN0369'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 JN0369'LOCATED 22 MI (AIRLINE) SW. OF LOA.  5.7 MI ENE. OF ANTIMONY.  3.6
 JN0369'MI NW. OF POLLYWOG LAKE.  ABOUT 1.6 MI N. OF ANTIMONY CREEK.
 JN0369'
 JN0369'TO REACH FROM THE POST OFFICE IN LOA DRIVE E. ON THE MAIN STREET
 JN0369'FOR 0.3 MI TO A Y-RD. FORK IN THE BEND OF THE HIGHWAY.  CONTINUE
 JN0369'STRAIGHT ON DIRT RD. FOR 0.9 MI TO A T-RD.  TURN LEFT AND FOLLOW
 JN0369'MAIN-TRAVELED RD. 0.8 MI TO A T-RD.  TURN LEFT AND
 JN0369'FOLLOW MAIN-TRAVELED RD. S. FOR 15.0 MI TO PARKER LAKE.  CONTINUE
 JN0369'S. ON MAIN-TRAVELED RD. FOR 3.3 MI TO A Y-RD. FORK, TAKE LEFT
 JN0369'FORK AND FOLLOW MAIN-TRAVELED RD. FOR 3.7 MI TO A
 JN0369'T-RD. FORK.  TAKE LEFT FORK FOR 2.4 MI TO A T-RD. FORK.  TAKE
 JN0369'RIGHT FORK AND FOLLOW DIM RD. S. FOR 0.6 MI TO STOCK
 JN0369'TANK.  CONTINUE S. FOR 0.1 MI TO A Y-RD. FORK.  TAKE LEFT
 JN0369'FORK FOR 0.15 MI TO A GATE.  PASS THROUGH GATE AND FOLLOW DIM
 JN0369'RD. FOR 1.2 MI TO A Y-RD. FORK AT A OLD STOCK TANK.  TAKE RIGHT
 JN0369'FORK (W.) FOR 0.7 MI TO A Y-RD. FORK.  TAKE LEFT FORK AND
 JN0369'FOLLOW DIM RD. 0.9 MI.  LEAVE RD. TURNING LEFT (E.) AND GO UP
 JN0369'RIDGE 0.6 MI TO STATION MARK ON A SMALL POINT.
 JN0369'
 JN0369'STATION MARK--STANDARD TABLET STAMPED WOG 1969 CEMENTED IN
 JN0369'ROCK OUTCROP.
 JN0369'
 JN0369'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED NO 1 1969 CEMENTED
 JN0369'IN ROCK OUTCROP.
 JN0369'
 JN0369'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED NO 2 1969 CEMENTED
 JN0369'IN ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0730 ***********************************************************************
 LO0730  DESIGNATION -  WOLF
 LO0730  PID         -  LO0730
 LO0730  STATE/COUNTY-  UT/WASATCH
 LO0730  COUNTRY     -  US
 LO0730  USGS QUAD   -  WOLF CREEK SUMMIT (2017)
 LO0730
 LO0730                         *CURRENT SURVEY CONTROL
 LO0730  ______________________________________________________________________
 LO0730* NAD 83(1994) POSITION- 40 29 41.31821(N) 111 00 42.36836(W)   ADJUSTED
 LO0730* NAVD 88 ORTHO HEIGHT -  2977.9   (meters)     9770.    (feet) VERTCON3
 LO0730  ______________________________________________________________________
 LO0730  GEOID HEIGHT    -        -14.126 (meters)                     GEOID18
 LO0730  LAPLACE CORR    -          5.98  (seconds)                    DEFLEC18
 LO0730  HORZ ORDER      -  SECOND
 LO0730
 LO0730.The horizontal coordinates were established by classical geodetic methods
 LO0730.and adjusted by the National Geodetic Survey in November 1997.
 LO0730
 LO0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0730
 LO0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0730.GEOID18 height accuracy estimate available here.
 LO0730
 LO0730.Click photographs - Photos may exist for this station.
 LO0730
 LO0730.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0730
 LO0730. The following values were computed from the NAD 83(1994) position.
 LO0730
 LO0730;                    North         East     Units Scale Factor Converg.
 LO0730;SPC UT C     - 2,240,083.803   541,387.789   MT  0.99996508   +0 18 45.9
 LO0730;SPC UT C     - 7,349,341.61  1,776,203.10   sFT  0.99996508   +0 18 45.9
 LO0730;UTM  12      - 4,482,678.777   499,002.691   MT  0.99960001   -0 00 27.5
 LO0730
 LO0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0730!SPC UT C     -   0.99953529  x   0.99996508  =   0.99950039
 LO0730!UTM  12      -   0.99953529  x   0.99960001  =   0.99913549
 LO0730
 LO0730:                Primary Azimuth Mark                     Grid Az
 LO0730:SPC UT C     -  WOLF AZ MK                               207 07 14.8
 LO0730:UTM  12      -  WOLF AZ MK                               207 26 28.2
 LO0730
 LO0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK9900282678(NAD 83)
 LO0730
 LO0730|---------------------------------------------------------------------|
 LO0730| PID    Reference Object                     Distance      Geod. Az  |
 LO0730|                                                           dddmmss.s |
 LO0730| CM6789 WOLF AZ MK                                         2072600.7 |
 LO0730| CM6790 WOLF RM 1                            17.273 METERS 23952     |
 LO0730| CM6791 WOLF RM 2                            17.485 METERS 32939     |
 LO0730|---------------------------------------------------------------------|
 LO0730
 LO0730                          SUPERSEDED SURVEY CONTROL
 LO0730
 LO0730  NAD 83(1993)-  40 29 41.31762(N)    111 00 42.36718(W) AD(       ) 2
 LO0730  NAD 83(1986)-  40 29 41.30390(N)    111 00 42.35733(W) AD(       ) 2
 LO0730  NAD 27      -  40 29 41.50800(N)    111 00 39.76200(W) AD(       ) 2
 LO0730  NGVD 29 (07/19/86) 2976.4    (m)         9765.     (f) VERT ANG       
 LO0730
 LO0730.Superseded values are not recommended for survey control.
 LO0730
 LO0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0730.See file dsdata.pdf to determine how the superseded data were derived.
 LO0730
 LO0730_MARKER: DS = TRIANGULATION STATION DISK
 LO0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0730
 LO0730  HISTORY     - Date     Condition        Report By
 LO0730  HISTORY     - 1936     MONUMENTED       CGS
 LO0730  HISTORY     - 1947     GOOD             CGS
 LO0730
 LO0730                          STATION DESCRIPTION
 LO0730
 LO0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 LO0730'ABOUT 39 MILES NORTHWEST OF DUCHESNE, 22 MILES EAST OF HEBER,
 LO0730'IN UINTA NATIONAL FOREST, 1-1/2 MILES NORTHEAST OF SUMMIT OF WOLF
 LO0730'CREEK PASS AND CAMP GROUNDS ON ROAD BETWEEN HANNA AND KAMAS,
 LO0730'IN SEC. 10, T. 1 N., R. 10 W., AND NEAR END OF LONG BARE RIDGE
 LO0730'WHICH DROPS OFF STEEPLY TO SOUTH AND SLOPES GRADUALLY AWAY TO
 LO0730'NORTH, AND IS VISIBLE 1/2 MILE TO NORTHWEST FROM POINT OF
 LO0730'LEAVING MAIN ROAD.  STATION RIDGE OVERLOOKS VALLEY TO SOUTHEAST
 LO0730'WHICH CONTAINS SEVERAL SMALL LAKES, AND CLUMP OF FIR TREES
 LO0730'NEAR MIDDLE AND SOUTH RIM OF RIDGE IS ABOUT 125 YARDS
 LO0730'WEST OF STATION, WHICH IS 7 YARDS NORTHWEST OF SOUTHERN RIM.  TO
 LO0730'REACH FROM WOLF CREEK CAMP GROUNDS AT SUMMIT OF WOLF CREEK
 LO0730'PASS, GO EAST ON MAIN ROAD TOWARDS HANNA 0.65 MILE TO CURVE AND
 LO0730'FORK.  TAKE LEFT FORK (UNGRADED ROAD) AND GO EAST 0.25 MILE.
 LO0730'TAKE LEFT FORK AND FOLLOW ROAD NORTHWEST AND THEN EAST ABOUT 1
 LO0730'MILE FROM FORKS, AND AT ANY POINT ALONG HERE, TURN SOUTH AND
 LO0730'ASCEND RIDGE.  WHEN NEAR TOP, TURN EAST TO STATION SITE
 LO0730'BETWEEN TWO CLUMPS OF TREES.  FROM ROAD TO STATION IS ABOUT
 LO0730'3/4 MILE.  MARKED BY STANDARD STATION DISK IN CONCRETE.
 LO0730'REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK IN
 LO0730'BOULDER, 7 YARDS NORTHWEST OF SOUTHERN RIM OF STATION
 LO0730'RIDGE, AND 17.273 METERS (56.67 FEET) WEST OF STATION
 LO0730'S 59 DEG 52 MIN W.  REFERENCE MARK NO. 2 IS STANDARD
 LO0730'REFERENCE DISK IN CONCRETE, 19 YARDS WEST OF EAST
 LO0730'RIM OF STATION RIDGE, AND 17.485 METERS (57.36 FEET)
 LO0730'NORTH-NORTHWEST OF STATION N 30 DEG 21 MIN W.  DISTANCE
 LO0730'BETWEEN REFERENCE MARKS IS 80.48 FEET.  AZIMUTH MARK IS STANDARD
 LO0730'U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED ELEVATION 10,024 FEET.
 LO0730'IT IS ON WOLF CREEK MOUNTAIN, 1 FOOT NORTH OF 6-FOOT CAIRN, AND
 LO0730'1-1/4 MILES SOUTHWEST OF STATION S 27 DEG 26 MIN W.
 LO0730'AZIMUTH MARK REACHED FROM WOLF CREEK CAMP GROUNDS AT SUMMIT OF
 LO0730'WOLF CREEK PASS BY GOING SOUTHEAST FROM DRINKING FOUNTAIN ON
 LO0730'TRAIL TO SUMMIT.  TRAIL EASY TO FOLLOW.
 LO0730
 LO0730                          STATION RECOVERY (1947)
 LO0730
 LO0730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 LO0730'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 LO0730'CONDITION.  THE STATION WAS OBSERVED ON BUT NOT OCCUPIED IN 1947.
 LO0730'
 LO0730'ABOUT 39 MILES NORTHWEST OF DUCHESNE, 22 MILES EAST OF HEBER,
 LO0730'IN UINTAH NATIONAL FOREST, 1-1/2 MILE NORTHEAST OF SUMMIT OF WOLF
 LO0730'CREEK PASS AND CAMP GROUNDS ON ROAD BETWEEN HANNA AND KAMAS,
 LO0730'IN SEC. T. 1 N., R. 10 W., AND NEAR EDGE OF LONG BARE RIDGE
 LO0730'WHICH DROPS OFF STEEPLY TO SOUTH AND SLOPES GRADUALLY AWAY TO
 LO0730'NORTH, AND IS VISIBLE 1/2 MILE TO NORTHWEST FROM POINT LEAVING
 LO0730'MAIN ROAD, STATION RIDGE OVERLOOKS VALLEY TO SOUTHEAST WHICH
 LO0730'CONTAINS SEVERAL SMALL LAKES, AND CLUMP OF FIR TREES NEAR
 LO0730'MIDDLE AND SOUTH RIM OF RIDGE IS ABOUT 125 YARDS WEST OF
 LO0730'STATION, WHICH IS 7 YARDS NORTHWEST OF SOUTHERN RIM.
 LO0730'
 LO0730'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK IN BOULDER,
 LO0730'7 YARDS NORTHWEST OF SOUTHERN RIM OF STATION RIDGE, AND
 LO0730'17.273 METERS (56.67 FEET) WEST OF STATION.
 LO0730'
 LO0730'REFERENCE MARK NO. 2 IS STANDARD REFERENCE DISK IN CONCRETE,
 LO0730'19 YARDS WEST OF EAST RIM OF STATION RIDGE, AND 17.485
 LO0730'METERS (57.36 FEET) NORTH-NORTHWEST OF STATION.
 LO0730'
 LO0730'AZIMUTH MARK IS U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED
 LO0730'ELEVATION 10,024 FEET.  IT IS ON WOLF CREEK MOUNTAIN, 1 FOOT
 LO0730'NORTH OF 6-FOOT CAIRN, AND 1-1/4 MILES SOUTHWEST OF STATION
 LO0730'AZIMUTH MARK REACHED FROM WOLF
 LO0730'CREEK CAMP GROUNDS BY GOING SOUTHEAST FROM DRINKING FOUNTAIN ON
 LO0730'TRAIL TO SUMMIT.
 LO0730'
 LO0730'TO REACH STATION FROM WOLF CREEK CAMP GROUNDS AT SUMMIT OF WOLF
 LO0730'CREEK PASS, GO EAST ON MAIN ROAD TOWARDS HANNA 0.65 MILE TO CURVE
 LO0730'AND FORKS, TAKE LEFT FORK (UNGRADED ROAD) AND GO EAST 0.25
 LO0730'MILE, TAKE LEFT FORK AND FOLLOW ROAD NORTHWEST AND THEN EAST
 LO0730'ABOUT 1.0 MILE FROM FORKS, AND AT ANY POINT ALONG HERE, TURN
 LO0730'SOUTH AND ASCEND RIDGE, WHEN NEAR TOP, TURN EAST TO STATION
 LO0730'SITE BETWEEN TWO CLUMPS OF TREES.  FROM ROAD TO STATION IS
 LO0730'ABOUT 3/4 MILE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AI5819 ***********************************************************************
 AI5819  CBN         -  This is a Cooperative Base Network Control Station.
 AI5819  DESIGNATION -  WOLF
 AI5819  PID         -  AI5819
 AI5819  STATE/COUNTY-  UT/WEBER
 AI5819  COUNTRY     -  US
 AI5819  USGS QUAD   -  HUNTSVILLE (2017)
 AI5819
 AI5819                         *CURRENT SURVEY CONTROL
 AI5819  ______________________________________________________________________
 AI5819* NAD 83(2011) POSITION- 41 19 58.06977(N) 111 49 13.79989(W)   ADJUSTED
 AI5819* NAD 83(2011) ELLIP HT-  1679.923 (meters)        (06/27/12)   ADJUSTED
 AI5819* NAD 83(2011) EPOCH   -  2010.00
 AI5819* NAVD 88 ORTHO HEIGHT -  1695.8   (meters)     5564.    (feet) GPS OBS
 AI5819  ______________________________________________________________________
 AI5819  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AI5819  GEOID HEIGHT    -        -15.865 (meters)                     GEOID09
 AI5819  GEOID HEIGHT    -        -15.827 (meters)                     GEOID18
 AI5819  NAD 83(2011) X  - -1,783,239.736 (meters)                     COMP
 AI5819  NAD 83(2011) Y  - -4,453,795.260 (meters)                     COMP
 AI5819  NAD 83(2011) Z  -  4,191,355.783 (meters)                     COMP
 AI5819  LAPLACE CORR    -         12.63  (seconds)                    DEFLEC18
 AI5819
 AI5819  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5819  Standards:
 AI5819         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5819            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5819  -------------------------------------------------------------------
 AI5819  NETWORK    0.23   0.51           0.10   0.09   0.26     -0.03142606
 AI5819  -------------------------------------------------------------------
 AI5819  Click here for local accuracies and other accuracy information.
 AI5819
 AI5819.The horizontal coordinates were established by GPS observations
 AI5819.and adjusted by the National Geodetic Survey in June 2012.
 AI5819
 AI5819.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5819.been affixed to the stable North American tectonic plate. See 
 AI5819.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI5819
 AI5819.The horizontal coordinates are valid at the epoch date displayed above
 AI5819.which is a decimal equivalence of Year/Month/Day.
 AI5819
 AI5819.The orthometric height was determined by GPS observations and a
 AI5819.high-resolution geoid model.
 AI5819
 AI5819.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5819.GEOID18 height accuracy estimate available here.
 AI5819
 AI5819.Click photographs - Photos may exist for this station.
 AI5819
 AI5819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5819
 AI5819.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5819
 AI5819.The ellipsoidal height was determined by GPS observations
 AI5819.and is referenced to NAD 83.
 AI5819
 AI5819. The following values were computed from the NAD 83(2011) position.
 AI5819
 AI5819;                    North         East     Units Scale Factor Converg.
 AI5819;SPC UT N     - 1,111,040.153   473,171.955   MT  0.99995786   -0 12 40.8
 AI5819;SPC UT N     - 3,645,137.57  1,552,398.32   sFT  0.99995786   -0 12 40.8
 AI5819;UTM  12      - 4,576,026.455   431,342.647   MT  0.99965801   -0 32 30.9
 AI5819
 AI5819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5819!SPC UT N     -   0.99973657  x   0.99995786  =   0.99969444
 AI5819!UTM  12      -   0.99973657  x   0.99965801  =   0.99939467
 AI5819
 AI5819_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL3134276026(NAD 83)
 AI5819
 AI5819                          SUPERSEDED SURVEY CONTROL
 AI5819
 AI5819  NAD 83(2007)-  41 19 58.06944(N)    111 49 13.80077(W) AD(2002.00) 0
 AI5819  ELLIP H (02/10/07) 1679.936  (m)                       GP(2002.00)    
 AI5819  NAD 83(1994)-  41 19 58.06892(N)    111 49 13.80027(W) AD(       ) A
 AI5819  ELLIP H (06/28/00) 1679.957  (m)                       GP(       ) 4 1
 AI5819  NAVD 88 (06/28/00) 1695.7    (m)  GEOID99  model used  GPS OBS        
 AI5819
 AI5819.Superseded values are not recommended for survey control.
 AI5819
 AI5819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5819.See file dsdata.pdf to determine how the superseded data were derived.
 AI5819
 AI5819_MARKER: DD = SURVEY DISK
 AI5819_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI5819_SP_SET: CONCRETE WATER TANK
 AI5819_STAMPING: WOLF 1999
 AI5819_MARK LOGO: UT-057
 AI5819_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5819+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2016
 AI5819
 AI5819  HISTORY     - Date     Condition        Report By
 AI5819  HISTORY     - 1999     MONUMENTED       UT-057
 AI5819  HISTORY     - 20160928 GOOD             UT-057
 AI5819
 AI5819                          STATION DESCRIPTION
 AI5819
 AI5819'DESCRIBED BY WEBER COUNTY UTAH 1999 (EDR)
 AI5819'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 22 T7N R1E,
 AI5819'SALT LAKE BASE AND MERIDIAN, ABOUT 72.4 KM (45.00 MI) WEST OF
 AI5819'EVANSTON, WY, 22.5 KM (14.00 MI) SOUTH-SOUTHEAST OF BRIGHAM CITY AND
 AI5819'16.9 KM (10.50 MI) NORTHEAST OF OGDEN.  OWNERSHIP--WOLF CREEK
 AI5819'ASSOCIATES, C/O BLAINE WADE, 396 EAST 3250 NORTH, NORTH OGDEN, UT
 AI5819'84414.  PHONE 801-782-8682.  TO REACH THE STATION FROM THE JUNCTION OF
 AI5819'STATE HIGHWAYS 39 AND 158, NEAR THE SPILLWAY OF PINEVIEW RESERVOIR, GO
 AI5819'NORTH ON HIGHWAY 158 FOR 5.95 KM (3.70 MI) TO A FORK IN THE ROAD.
 AI5819'BEAR LEFT AND CONTINUE ON HIGHWAY 158 FOR 0.8 KM (0.50 MI) TO JUNCTION
 AI5819'OF STATE HIGHWAY 162.  CONTINUE NORTH ON HIGHWAY 158 (5100 EAST
 AI5819'STREET) FOR 3.05 KM (1.90 MI) TO THE INTERSECTION OF ELKHORN DRIVE.
 AI5819'TURN RIGHT AND GO EAST ON ELKHORN DRIVE THROUGH WOLF STAR CONDOS FOR
 AI5819'0.18 KM (0.10 MI) TO A DIRT ROAD ON THE LEFT.  TURN LEFT AND GO NORTH
 AI5819'UP THE DIRT ROAD FOR 0.32 KM (0.20 MI) TO AN INTERSECTION OF DIRT
 AI5819'ROADS.  TURN RIGHT AND GO EAST ON A DIRT ROAD FOR 0.16 KM (0.10 MI) TO
 AI5819'A CONCRETE WATER TANK AND THE STATION.  IT IS 14.5 M (47.6 FT) SOUTH
 AI5819'OF A 30 CM (12 INCH) VENT IN THE NORTH SIDE OF THE WATER TANK LID,
 AI5819'4.16 M (13.65 FT) WEST OF THE SOUTHWEST CORNER OF AN ACCESS DOOR AND
 AI5819'3.66 M (12.01 FT) WEST OF THE NORTHWEST CORNER OF THE ACCESS DOOR.
 AI5819
 AI5819                          STATION RECOVERY (2016)
 AI5819
 AI5819'RECOVERY NOTE BY WEBER COUNTY UTAH 2016 (DJM)
 AI5819'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KM0339 ***********************************************************************
 KM0339  DESIGNATION -  WOOD
 KM0339  PID         -  KM0339
 KM0339  STATE/COUNTY-  UT/UINTAH
 KM0339  COUNTRY     -  US
 KM0339  USGS QUAD   -  BATES KNOLLS (2017)
 KM0339
 KM0339                         *CURRENT SURVEY CONTROL
 KM0339  ______________________________________________________________________
 KM0339* NAD 83(1994) POSITION- 39 38 57.48723(N) 109 29 28.65567(W)   ADJUSTED
 KM0339* NAVD 88 ORTHO HEIGHT -  2023.    (meters)     6637.    (feet) SCALED
 KM0339  ______________________________________________________________________
 KM0339  GEOID HEIGHT    -        -17.214 (meters)                     GEOID18
 KM0339  LAPLACE CORR    -          2.81  (seconds)                    DEFLEC18
 KM0339  HORZ ORDER      -  FIRST
 KM0339
 KM0339.The horizontal coordinates were established by classical geodetic methods
 KM0339.and adjusted by the National Geodetic Survey in November 1997.
 KM0339
 KM0339.The orthometric height was scaled from a topographic map.
 KM0339
 KM0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 KM0339.GEOID18 height accuracy estimate available here.
 KM0339
 KM0339.Click photographs - Photos may exist for this station.
 KM0339
 KM0339.The Laplace correction was computed from DEFLEC18 derived deflections.
 KM0339
 KM0339. The following values were computed from the NAD 83(1994) position.
 KM0339
 KM0339;                    North         East     Units Scale Factor Converg.
 KM0339;SPC UT C     - 2,148,032.433   672,374.464   MT  0.99990405   +1 17 12.2
 KM0339;SPC UT C     - 7,047,336.41  2,205,948.55   sFT  0.99990405   +1 17 12.2
 KM0339;UTM  12      - 4,389,921.935   629,441.962   MT  0.99980628   +0 57 46.1
 KM0339
 KM0339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0339!SPC UT C     -   0.99968538  x   0.99990405  =   0.99958947
 KM0339!UTM  12      -   0.99968538  x   0.99980628  =   0.99949173
 KM0339
 KM0339:                Primary Azimuth Mark                     Grid Az
 KM0339:SPC UT C     -  WOOD AZ MK                               163 39 31.3
 KM0339:UTM  12      -  WOOD AZ MK                               163 58 57.4
 KM0339
 KM0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ2944189921(NAD 83)
 KM0339
 KM0339|---------------------------------------------------------------------|
 KM0339| PID    Reference Object                     Distance      Geod. Az  |
 KM0339|                                                           dddmmss.s |
 KM0339| CM7313 WOOD AZ MK                                         1645643.5 |
 KM0339| CM7314 WOOD RM 1                            13.075 METERS 20142     |
 KM0339| CM7315 WOOD RM 2                            21.380 METERS 27806     |
 KM0339|---------------------------------------------------------------------|
 KM0339
 KM0339                          SUPERSEDED SURVEY CONTROL
 KM0339
 KM0339  NAD 83(1993)-  39 38 57.46443(N)    109 29 28.63645(W) AD(       ) 1
 KM0339  NAD 83(1992)-  39 38 57.46123(N)    109 29 28.63791(W) AD(       ) 1
 KM0339  NAD 83(1986)-  39 38 57.46029(N)    109 29 28.63733(W) AD(       ) 1
 KM0339  NAD 27      -  39 38 57.58600(N)    109 29 26.18900(W) AD(       ) 1
 KM0339
 KM0339.Superseded values are not recommended for survey control.
 KM0339
 KM0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0339.See file dsdata.pdf to determine how the superseded data were derived.
 KM0339
 KM0339_MARKER: DS = TRIANGULATION STATION DISK
 KM0339_SETTING: 80 = SET IN A BOULDER
 KM0339
 KM0339  HISTORY     - Date     Condition        Report By
 KM0339  HISTORY     - 1936     MONUMENTED       CGS
 KM0339  HISTORY     - 1953     SEE DESCRIPTION  USGS
 KM0339  HISTORY     - 1966     SEE DESCRIPTION  USGS
 KM0339
 KM0339                          STATION DESCRIPTION
 KM0339
 KM0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 KM0339'ABOUT 32 MILES SSE OF OURAY, 26 MILES SW OF WATSON, ON HIGHEST
 KM0339'PART OF PINON-COVERED RIDGE OBOUT 0.5 MILE S OF HEAD OF WOOD
 KM0339'CANYON, AT SE EDGE OF SECOND LARGE CLEARING S OF HEAD OF WOOD
 KM0339'CANYON, 38 FEET SSW OF ONE BLAZED TREE, AND 31 FEET W OF ANOTHER
 KM0339'BLAZED TREE.  STATION SITE OVERLOOKS WOODED COUNTRY TO S AND
 KM0339'SW.  CONSIDERABLE CLEARING IS NECESSARY TO SEE IN NORTHERLY
 KM0339'DIRECTION.  THERE IS HIGHER RIDGE ABOUT 3 MILES TO SW.  TO
 KM0339'REACH FROM CURAY, GO 33.3 MILES TO BUCK CANYON.  THEN E 3.6
 KM0339'MILES TO HEAD OF BUCK CANYON AT CROSSROADS.  TURN RIGHT AND
 KM0339'FOLLOW MAIN ROAD SE 11 MILES TO FORK (THERE IS A LOG HOUSE
 KM0339'AND RESERVOIR VISIBLE JUST AHEAD).  TAKE RIGHT FORK, AROUND
 KM0339'FENCE, AND GO 3 MILES.  THEN RIGHT ONTO MAIN-TRAVELED ROAD
 KM0339'AND GO 0.35 MILE TO CROSSROADS.  CONTINUE STRAIGHT AHEAD
 KM0339'0.2 MILE TO SQUIRES SIGNBOARD.  FOLLOW LEFT FORK 1.5 MILES
 KM0339'TO ROAD TURNING SHARPLY TO RIGHT.  TURN RIGHT AND CONTINUE
 KM0339'WESTERLY 4.35 MILES TO TOP OF SHORT GRADE AND ONTO FLAT
 KM0339'BENCH OR RIDGE (THERE IS TRIANGULAR BLAZE FACING W ON
 KM0339'16-INCH PINON S OF ROAD).  TURN LEFT AND GO 100 YARDS TO STATION
 KM0339'SITE.  MARKED BY STANDARD DISK IN BOULDER.  REFERENCE
 KM0339'AND AZIMUTH MARKS ARE STANDARD DISKS IN BOULDERS.  NO. 1
 KM0339'IS 13.076 METERS (42.90 FEET) FROM STATION S 21 DEG 42 MIN W.
 KM0339'NO. 2 IS 21.381 METERS (70.15 FEET) FROM STATION
 KM0339'N 81 DEG 54 MIN W.  AZIMUTH MARK IS ABOUT 0.3 MILE SE
 KM0339'OF STATION S 15 DEG 03 MIN E.  TO REACH AZIMUTH
 KM0339'MARK, FOLLOW WASH SW FROM WATER HOLE SE OF STATION TO POINT
 KM0339'WHERE ANOTHER WASH COMES IN FROM SE.  CROSS WASH AND
 KM0339'CONTINUE UP SE WASH 150 YARDS TO BLAZE ON LONE CEDAR TREE.
 KM0339'CONTINUE S AND E TO MARK WHICH IS ON SLIGHT RISE ON RIDGE.
 KM0339
 KM0339                          STATION RECOVERY (1953)
 KM0339
 KM0339'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 KM0339'STATION RECOVERED IN GOOD CONDITION.  THE STATION MARK IS A C AND
 KM0339'GS BRONZE DISK STAMPED WOOD 1936 CEMENTED IN THE TOP OF A
 KM0339'4 INCH IRON PIPE PROJECTING ABOUT 1 FOOT ABOVE GROUND RATHER
 KM0339'THAN WEDGED IN A DRILL HOLE IN A BOULDER.
 KM0339'
 KM0339'REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT FOUND AND IS PROBABLY
 KM0339'DESTROYED DUE TO THE FRAGMENTED CONDITION OF THE ROCK LEDGE.
 KM0339
 KM0339                          STATION RECOVERY (1966)
 KM0339
 KM0339'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KM0339'RECOVERED.
 KM0339'
 KM0339'STATION MARK--STANDARD STATION DISK, IN BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0482 ***********************************************************************
 KN0482  DESIGNATION -  WOOD
 KN0482  PID         -  KN0482
 KN0482  STATE/COUNTY-  UT/EMERY
 KN0482  COUNTRY     -  US
 KN0482  USGS QUAD   -  CLIFF (2017)
 KN0482
 KN0482                         *CURRENT SURVEY CONTROL
 KN0482  ______________________________________________________________________
 KN0482* NAD 83(1994) POSITION- 39 11 50.81519(N) 110 22 01.76203(W)   ADJUSTED
 KN0482* NAVD 88 ORTHO HEIGHT -  1523.2   (meters)     4997.    (feet) VERTCON3
 KN0482  ______________________________________________________________________
 KN0482  GEOID HEIGHT    -        -19.077 (meters)                     GEOID18
 KN0482  LAPLACE CORR    -         -5.67  (seconds)                    DEFLEC18
 KN0482  HORZ ORDER      -  FIRST
 KN0482
 KN0482.The horizontal coordinates were established by classical geodetic methods
 KN0482.and adjusted by the National Geodetic Survey in November 1997.
 KN0482
 KN0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0482
 KN0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0482.GEOID18 height accuracy estimate available here.
 KN0482
 KN0482.Click photographs - Photos may exist for this station.
 KN0482
 KN0482.The Laplace correction was computed from DEFLEC18 derived deflections.
 KN0482
 KN0482. The following values were computed from the NAD 83(1994) position.
 KN0482
 KN0482;                    North         East     Units Scale Factor Converg.
 KN0482;SPC UT C     - 2,096,553.759   597,854.359   MT  0.99996028   +0 43 32.4
 KN0482;SPC UT C     - 6,878,443.46  1,961,460.51   sFT  0.99996028   +0 43 32.4
 KN0482;UTM  12      - 4,338,878.781   554,646.658   MT  0.99963677   +0 23 59.9
 KN0482
 KN0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KN0482!SPC UT C     -   0.99976407  x   0.99996028  =   0.99972436
 KN0482!UTM  12      -   0.99976407  x   0.99963677  =   0.99940092
 KN0482
 KN0482:                Primary Azimuth Mark                     Grid Az
 KN0482:SPC UT C     -  WOOD RM 3 AZIMUTH                        092 22 17.6
 KN0482:UTM  12      -  WOOD RM 3 AZIMUTH                        092 41 50.1
 KN0482
 KN0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ5464638878(NAD 83)
 KN0482
 KN0482|---------------------------------------------------------------------|
 KN0482| PID    Reference Object                     Distance      Geod. Az  |
 KN0482|                                                           dddmmss.s |
 KN0482| CM7316 WOOD RM 1                             7.902 METERS 01314     |
 KN0482| CM7318 WOOD RM 3 AZIMUTH                                  0930550.0 |
 KN0482| CM7317 WOOD RM 2                             8.878 METERS 19326     |
 KN0482|---------------------------------------------------------------------|
 KN0482
 KN0482                          SUPERSEDED SURVEY CONTROL
 KN0482
 KN0482  NAD 83(1986)-  39 11 50.80257(N)    110 22 01.75600(W) AD(       ) 1
 KN0482  NAD 27      -  39 11 50.91335(N)    110 21 59.22961(W) AD(       ) 1
 KN0482  NGVD 29 (07/19/86) 1522.2    (m)         4994.     (f) VERT ANG       
 KN0482
 KN0482.Superseded values are not recommended for survey control.
 KN0482
 KN0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0482.See file dsdata.pdf to determine how the superseded data were derived.
 KN0482
 KN0482_MARKER: DS = TRIANGULATION STATION DISK
 KN0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0482
 KN0482  HISTORY     - Date     Condition        Report By
 KN0482  HISTORY     - 1974     MONUMENTED       NGS
 KN0482
 KN0482                          STATION DESCRIPTION
 KN0482
 KN0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 KN0482'THE STATION IS LOCATED ABOUT 36.0 MILES SOUTHEAST OF PRICE, 17.0
 KN0482'MILES NORTHWEST OF GREEN RIVER, 1.5 MILES WEST OF U.S. HIGHWAY 6
 KN0482'AND 50, ON TOP OF A HIGH RIDGE WITH A SHARP DROP OFF TO THE WEST,
 KN0482'ON PROPERTY OF THE BUREAU OF LAND MANAGEMENT.  THEIR OFFICE IS
 KN0482'LOCATED IN THE NORTHEAST SECTION OF PRICE, UTAH.  PHONE NUMBER
 KN0482'637-1371.
 KN0482'
 KN0482'TO REACH FROM THE POST OFFICE IN GREEN RIVER GO NORTH ON BROADWAY
 KN0482'STREET 0.1 MILE TO U.S. HIGHWAYS 6 AND 50.  TURN LEFT AND GO
 KN0482'WESTERLY ON U.S. HIGHWAYS 6 AND 50 FOR 1.2 MILES TO A RAILROAD
 KN0482'OVERPASS AND ENTRANCE TO INTERSTATE 70.  CONTINUE WEST ON
 KN0482'INTERSTATE 70 FOR 2.2 MILES TO WHERE ROUTES DIVIDE.  BEAR RIGHT AND
 KN0482'GO NORTHWESTERLY ON U.S. HIGHWAYS 6 AND 50 FOR 13.6 MILES
 KN0482'TO A OVERPASS.  CONTINUE NORTHERLY FOR 4.3 MILES TO A
 KN0482'SIDEROAD LEFT.  TURN LEFT, GO WEST 0.05 MILE TO A
 KN0482'CATTLEGUARD.  CROSS AND GO NORTHWESTERLY ON A GRAVEL ROAD 1.0
 KN0482'MILE TO A T-ROAD.  TURN LEFT AND GO SOUTHERLY 0.55 MILE TO A
 KN0482'SIDEROAD RIGHT.  TURN RIGHT, GO WEST 50.0 FEET TO REFERENCE MARK 3
 KN0482'ON THE RIGHT.  GO NORTHWEST FOR 0.7 MILE TO A DIM FIELD TRACK
 KN0482'ROAD LEFT.  TURN LEFT AND GO SOUTHWESTERLY, THEN
 KN0482'SOUTHERLY ALONG THE TOP OF THE RIDGE FOR 1.0 MILE TO THE
 KN0482'STATION.
 KN0482'
 KN0482'THE STATION MARKS ARE STANDARD DISKS STAMPED WOOD 1974.  THE
 KN0482'SURFACE DISK IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 KN0482'MONUMENT THAT IS 2 INCHES BELOW THE SURFACE.  IT IS 11.0 FEET EAST
 KN0482'OF THE WEST EDGE OF THE RIDGE AND 4.0 FEET SOUTHEAST OF A METAL
 KN0482'WITNESS POST.  AN UNDERGROUND DISK WAS ESTABLISHED.
 KN0482'
 KN0482'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WOOD NO 1 1974, BRAZED
 KN0482'TO THE TOP OF A 3-INCH DIAMETER IRON PIPE THAT PROJECTS 3
 KN0482'INCHES.  IT IS 24.5 FEET NORTH-NORTHEAST OF A METAL WITNESS
 KN0482'POST.  9.0 FEET EAST OF THE WEST EDGE OF THE RIDGE, AND ABOUT THE
 KN0482'SAME ELEVATION AS THE STATION.
 KN0482'
 KN0482'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WOOD NO 2 1974, BRAZED
 KN0482'TO THE TOP OF A 3-INCH DIAMETER IRON PIPE THAT PROJECTS 6
 KN0482'INCHES.  IT IS 31.5 FEET SOUTH OF A METAL WITNESS POST, 11.0 FEET
 KN0482'EAST OF THE WEST EDGE OF THE RIDGE, AND ABOUT THE SAME ELEVATION
 KN0482'AS THE STATION.
 KN0482'
 KN0482'REFERENCE MARK 3 IS A STANDARD DISK STAMPED WOOD NO 3 1974 AZ, SET
 KN0482'IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT THAT
 KN0482'PROJECTS 8-INCHES.  IT IS 80.5 FEET WEST OF A PAVED ROAD, 33.0
 KN0482'FEET NORTH OF A GRAVEL ROAD, AND 2.4 FEET WEST-SOUTHWEST OF A
 KN0482'METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0740 ***********************************************************************
 LO0740  DESIGNATION -  WOODLAND
 LO0740  PID         -  LO0740
 LO0740  STATE/COUNTY-  UT/WASATCH
 LO0740  COUNTRY     -  US
 LO0740  USGS QUAD   -  HEBER MOUNTAIN (2017)
 LO0740
 LO0740                         *CURRENT SURVEY CONTROL
 LO0740  ______________________________________________________________________
 LO0740* NAD 83(1994) POSITION- 40 29 58.53706(N) 111 14 04.24848(W)   ADJUSTED
 LO0740* NAVD 88 ORTHO HEIGHT -  2567.4   (meters)     8423.    (feet) VERTCON3
 LO0740  ______________________________________________________________________
 LO0740  GEOID HEIGHT    -        -14.901 (meters)                     GEOID18
 LO0740  LAPLACE CORR    -         15.28  (seconds)                    DEFLEC18
 LO0740  HORZ ORDER      -  FIRST
 LO0740
 LO0740.The horizontal coordinates were established by classical geodetic methods
 LO0740.and adjusted by the National Geodetic Survey in November 1997.
 LO0740
 LO0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0740
 LO0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0740.GEOID18 height accuracy estimate available here.
 LO0740
 LO0740.Click photographs - Photos may exist for this station.
 LO0740
 LO0740.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0740
 LO0740. The following values were computed from the NAD 83(1994) position.
 LO0740
 LO0740;                    North         East     Units Scale Factor Converg.
 LO0740;SPC UT C     - 2,240,535.351   522,504.038   MT  0.99996605   +0 10 12.2
 LO0740;SPC UT C     - 7,350,823.06  1,714,248.66   sFT  0.99996605   +0 10 12.2
 LO0740;UTM  12      - 4,483,236.035   480,128.641   MT  0.99960486   -0 09 08.3
 LO0740
 LO0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0740!SPC UT C     -   0.99959975  x   0.99996605  =   0.99956582
 LO0740!UTM  12      -   0.99959975  x   0.99960486  =   0.99920477
 LO0740
 LO0740:                Primary Azimuth Mark                     Grid Az
 LO0740:SPC UT C     -  FRANCIS                                  323 49 43.0
 LO0740:UTM  12      -  FRANCIS                                  324 09 03.5
 LO0740
 LO0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK8012883236(NAD 83)
 LO0740
 LO0740|---------------------------------------------------------------------|
 LO0740| PID    Reference Object                     Distance      Geod. Az  |
 LO0740|                                                           dddmmss.s |
 LO0740| CM6798 WOODLAND RM 1                        12.290 METERS 16154     |
 LO0740| CM6799 WOODLAND RM 2                        16.821 METERS 31203     |
 LO0740| LO0713 FRANCIS                             APPROX. 5.4 KM 3235955.2 |
 LO0740|---------------------------------------------------------------------|
 LO0740
 LO0740                          SUPERSEDED SURVEY CONTROL
 LO0740
 LO0740  NAD 83(1993)-  40 29 58.53646(N)    111 14 04.24711(W) AD(       ) 1
 LO0740  NAD 83(1986)-  40 29 58.52366(N)    111 14 04.23834(W) AD(       ) 1
 LO0740  NAD 27      -  40 29 58.69100(N)    111 14 01.62600(W) AD(       ) 1
 LO0740  NGVD 29 (07/19/86) 2566.0    (m)         8419.     (f) VERT ANG       
 LO0740
 LO0740.Superseded values are not recommended for survey control.
 LO0740
 LO0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0740.See file dsdata.pdf to determine how the superseded data were derived.
 LO0740
 LO0740_MARKER: DS = TRIANGULATION STATION DISK
 LO0740_SETTING: 80 = SET IN A BOULDER
 LO0740
 LO0740  HISTORY     - Date     Condition        Report By
 LO0740  HISTORY     - 1937     MONUMENTED       CGS
 LO0740  HISTORY     - 1965     GOOD             USGS
 LO0740
 LO0740                          STATION DESCRIPTION
 LO0740
 LO0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LO0740'STATION ABOUT 9.5 MILES E OF HEBER, AND 5 MILES S OF WOODLAND,
 LO0740'ON THE HIGHEST PART OF A BARE KNOLL AND NEAR THE N SIDE OF THE
 LO0740'CANYON.
 LO0740'
 LO0740'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LO0740'WEDGED IN DRILL HOLES IN BOULDERS.
 LO0740'
 LO0740'TO REACH FROM HEBER, GO E ON EAST CENTER STREET, AND LAKE CREEK
 LO0740'ROAD 4.3 MILES TO FORK AT BARN AND SILO ON THE RIGHT.  TAKE
 LO0740'LEFT FORK 0.6 MILE TO A ROAD LEADING LEFT AT A MAIL BOX JUST
 LO0740'AFTER PASSING YELLOW HOUSE ON LEFT.  TURN LEFT, N, 0.25 MILE TO
 LO0740'FORK AT END OF LANE.  TAKE RIGHT FORK AND GO 4.05 MILES TO
 LO0740'FORKS, TAKE FORK WHICH IS MAIN-TRAVELED ROAD AND GO 1.8 MILES,
 LO0740'PASSING STATION FRANCIS ON THE RIGHT.  CONTINUE 1.75 MILES TO
 LO0740'FORK.  TAKE RIGHT FORK 0.7 MILE TO SMALL WATER HOLE ON RIGHT.
 LO0740'HERE TAKE LEFT FORK 0.75 MILE TO ANOTHER FORK.  TAKE RIGHT
 LO0740'FORK MAIN-TRAVELED ROAD 0.95 MILE.  FROM HERE STATION IS ABOUT
 LO0740'0.25 MILE TO RIGHT ON HIGHEST PART OF KNOLL.  TURN RIGHT AND
 LO0740'GO ACROSS COUNTRY TO HIGHEST POINT AND STATION.
 LO0740
 LO0740                          STATION RECOVERY (1965)
 LO0740
 LO0740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LO0740'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0676 ***********************************************************************
 MR0676  DESIGNATION -  WOODRUFF
 MR0676  PID         -  MR0676
 MR0676  STATE/COUNTY-  UT/RICH
 MR0676  COUNTRY     -  US
 MR0676  USGS QUAD   -  NEPONSET RESERVOIR NW (2017)
 MR0676
 MR0676                         *CURRENT SURVEY CONTROL
 MR0676  ______________________________________________________________________
 MR0676* NAD 83(1994) POSITION- 41 27 45.98897(N) 111 14 31.79558(W)   ADJUSTED
 MR0676* NAVD 88 ORTHO HEIGHT -  2185.2   (meters)     7169.    (feet) VERTCON3
 MR0676  ______________________________________________________________________
 MR0676  GEOID HEIGHT    -        -15.175 (meters)                     GEOID18
 MR0676  LAPLACE CORR    -         -4.00  (seconds)                    DEFLEC18
 MR0676  HORZ ORDER      -  FIRST
 MR0676
 MR0676.The horizontal coordinates were established by classical geodetic methods
 MR0676.and adjusted by the National Geodetic Survey in November 1997.
 MR0676
 MR0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0676
 MR0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0676.GEOID18 height accuracy estimate available here.
 MR0676
 MR0676.Click photographs - Photos may exist for this station.
 MR0676
 MR0676.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0676
 MR0676. The following values were computed from the NAD 83(1994) position.
 MR0676
 MR0676;                    North         East     Units Scale Factor Converg.
 MR0676;SPC UT N     - 1,125,457.577   521,539.707   MT  0.99996367   +0 10 12.0
 MR0676;SPC UT N     - 3,692,438.73  1,711,084.86   sFT  0.99996367   +0 10 12.0
 MR0676;UTM  12      - 4,590,159.814   479,776.624   MT  0.99960503   -0 09 37.2
 MR0676
 MR0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0676!SPC UT N     -   0.99965975  x   0.99996367  =   0.99962343
 MR0676!UTM  12      -   0.99965975  x   0.99960503  =   0.99926491
 MR0676
 MR0676:                Primary Azimuth Mark                     Grid Az
 MR0676:SPC UT N     -  WOODRUFF AZ MK                           228 45 39.0
 MR0676:UTM  12      -  WOODRUFF AZ MK                           229 05 28.2
 MR0676
 MR0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL7977690159(NAD 83)
 MR0676
 MR0676|---------------------------------------------------------------------|
 MR0676| PID    Reference Object                     Distance      Geod. Az  |
 MR0676|                                                           dddmmss.s |
 MR0676| CM6801 WOODRUFF RM 1                         7.388 METERS 05519     |
 MR0676| CM6802 WOODRUFF RM 2                         8.331 METERS 12520     |
 MR0676| MR0679 AIR BEACON 54                       APPROX.52.2 KM 1575537.0 |
 MR0676| CM6800 WOODRUFF AZ MK                                     2285551.0 |
 MR0676|---------------------------------------------------------------------|
 MR0676
 MR0676                          SUPERSEDED SURVEY CONTROL
 MR0676
 MR0676  NAD 83(1993)-  41 27 45.98897(N)    111 14 31.79548(W) AD(       ) 1
 MR0676  NAD 83(1986)-  41 27 45.97627(N)    111 14 31.78608(W) AD(       ) 1
 MR0676  NAD 27      -  41 27 46.18240(N)    111 14 29.07940(W) AD(       ) 1
 MR0676  NGVD 29 (07/19/86) 2183.8    (m)         7165.     (f) VERT ANG       
 MR0676
 MR0676.Superseded values are not recommended for survey control.
 MR0676
 MR0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0676.See file dsdata.pdf to determine how the superseded data were derived.
 MR0676
 MR0676_MARKER: DS = TRIANGULATION STATION DISK
 MR0676_SETTING: 66 = SET IN ROCK OUTCROP
 MR0676
 MR0676  HISTORY     - Date     Condition        Report By
 MR0676  HISTORY     - 1938     MONUMENTED       CGS
 MR0676  HISTORY     - 1962     GOOD             CGS
 MR0676  HISTORY     - 1966     GOOD             USGS
 MR0676
 MR0676                          STATION DESCRIPTION
 MR0676
 MR0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 MR0676'ABOUT 6 MILES BY AIRLINE, SOUTHWEST OF WOODRUFF, UTAH, ON
 MR0676'THE TOP OF A BARE, ROCKY KNOLL ON A RIDGE JUST SOUTHEAST OF
 MR0676'WOODRUFF CREEK.  THERE IS A ROCK CAIRN ABOUT 5 FEET HIGH ABOUT
 MR0676'4 FEET NORTH OF THE STATION.  THE KNOLL IS COVERED WITH SAGE
 MR0676'BRUSH.
 MR0676'
 MR0676'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 MR0676'DISKS SET IN BEDROCK.
 MR0676'
 MR0676'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF AND ABOUT 1/2 FOOT
 MR0676'LOWER IN ELEVATION THAN THE STATION.  REFERENCE MARK NO. 2
 MR0676'IS EAST-SOUTHEAST OF AND ABOUT ONE FOOT LOWER IN ELEVATION
 MR0676'THAN THE STATION.
 MR0676'
 MR0676'AZIMUTH MARK IS ABOUT 0.4 MILE SOUTHWEST OF THE STATION ON
 MR0676'THE NORTHWEST SLOPE OF ANOTHER KNOLL ABOUT THE SAME ELEVATION
 MR0676'AS THE STATION.  IT IS ABOUT 200 YARDS SOUTH OF THE ROAD TO
 MR0676'THE STATION.
 MR0676'
 MR0676'TO REACH THE STATION FROM THE INTERSECTION OF WASHINGTON BLVD.
 MR0676'AND 24TH STREET IN OGDEN, UTAH, GO EAST ON 24TH STREET (UTAH
 MR0676'HIGHWAY 39) FOR 1.1 MILES TO HARRISON BLVD.  THENCE TURN LEFT
 MR0676'AND GO NORTH AND EAST ON 39, UP OGDEN RIVER, FOR 7.0 MILES
 MR0676'TO THE PINE VIEW RESERVOIR DAM AND A FORK.  THENCE TAKE RIGHT
 MR0676'FORK ALONG THE SOUTH SIDE OF RESERVOIR, EAST AND NORTH FOR 4.4
 MR0676'MILES TO CROSSROADS AT THE NORTHWEST EDGE OF HUNTSVILLE, UTAH.
 MR0676'THENCE TAKE ROAD TURNING RIGHT AND GO EAST ON MONTE CRISTO
 MR0676'ROAD FOR 23.25 MILES TO A SIDE ROAD LEFT AT A SIGN--DRY BREAD
 MR0676'POND.  THENCE CONTINUE NORTHEAST ON RIGHT FORK, THE MAIN
 MR0676'GRADED ROAD FOR 2.75 MILES TO A TRAIL ROAD FORK AND
 MR0676'SIGN--HANSEN SAWMILL-7 MILES.  THENCE CONTINUE ON LEFT FORK
 MR0676'THE MAIN ROAD NORTH AROUND MONTE CRISTO PEAK AND NORTH
 MR0676'ALONG THE TOP OF MOUNTAIN FOR 4.05 MILES TO CROSSROADS AND
 MR0676'SIGN--MONTE CRISTO RECREATION AREA--AND THE TWO WHITE CABINS
 MR0676'ON THE LEFT.  THENCE CONTINUE STRAIGHT AHEAD NORTH AND EAST
 MR0676'ON MAIN GRADED ROAD DOWN HILL FOR 14.7 MILES TO WHERE A
 MR0676'SIDE ROAD GOES RIGHT, SOUTH, DOWN A LANE.  THERE ARE SOME
 MR0676'OLD LOG BUILDINGS AND A POLE CORRAL AT THE SOUTHWEST CORNER
 MR0676'OF THIS INTERSECTION.  THIS INTERSECTION IS ABOUT 5 MILES
 MR0676'FROM WOODRUFF, UTAH, ON THE MONTE CRISTO ROAD.  THENCE
 MR0676'TURN RIGHT AND GO SOUTH DOWN LANE AND ACROSS CREEK FOR
 MR0676'0.25 MILE TO A RANCH.  PASS JUST OF THE RIGHT OF HOUSE
 MR0676'AND CONTINUE SOUTHERLY UP WOODRUFF CREEK FOR 0.6 MILE TO A
 MR0676'GATE IN FENCE TO THE LEFT OF THE ROAD.  THENCE LEAVE THE
 MR0676'MAIN TRAVELED ROAD, TURN LEFT THRU THE GATE AND GO DOWN STEEP
 MR0676'HILL, CROSS CREEK AND CONTINUE ON THE MAIN TRAVELED ROAD EAST
 MR0676'AND SOUTH UP VALLEY FOR 0.85 MILE TO A FORK.  THENCE TAKE LEFT
 MR0676'FORK SOUTH, UP A SAGE BRUSH DRAW OVER A ROUGH TRAIL ROAD FOR
 MR0676'1.1 MILES TO WHERE A ROAD COMES IN ON THE LEFT.  THENCE MAKE
 MR0676'A SHARP TURN TO THE LEFT AND FOLLOW A TRAIL ROAD, EASTERLY
 MR0676'ACROSS SAGE BRUSH FLATS AND UP HILL FOR 1.55 MILES TO A FORK.
 MR0676'THENCE TURN LEFT AND GO WEST NORTH FOR 0.2 MILE TO STATION
 MR0676'SITE ABOUT 50 YARDS TO THE RIGHT OF THE ROAD.
 MR0676
 MR0676                          STATION RECOVERY (1962)
 MR0676
 MR0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0676'STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 MR0676'IN GOOD CONDITION WITH NO NOTICEABLE DISPLACEMENT OF ANY OF
 MR0676'THE MARKS.  FOLLOWING IS A NEW ROUTING TO THE STATION.
 MR0676'
 MR0676'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 39 IN WOODRUFF.
 MR0676'GO WEST ON STATE HIGHWAY 39 FOR 5.4 MILES TO A GRADED SIDE
 MR0676'ROAD LEFT, JUST AFTER CROSSING A CATTLE GUARD.  TURN LEFT, SOUTH,
 MR0676'ON GRADED ROAD FOR 0.2 MILE TO AN OLD RANCH HOUSE AND A FORK.
 MR0676'TAKE THE RIGHT FORK, SOUTHERLY, ON GRADED ROAD FOR 0.55 MILE
 MR0676'TO A FORK AND A GATE ACROSS THE LEFT FORK.  TAKE THE LEFT FORK,
 MR0676'PASS THROUGH THE GATE, ON TRACK ROAD FOR 0.15 MILE TO A CREEK.
 MR0676'CROSS CREEK AND CONTINUE SOUTHERLY FOR 0.4 MILE TO A GATE.
 MR0676'PASS THROUGH THE GATE AND CONTINUE ON THE MAIN ROAD FOR 0.15
 MR0676'MILE TO A FORK.  TAKE THE RIGHT FORK, SOUTHERLY, FOR 0.1
 MR0676'MILE TO A FORK.  TAKE THE LEFT FORK, SOUTHERLY, PASSING
 MR0676'UNDER POWERLINE, ON THE MAIN ROAD FOR 1.1 MILES TO A
 MR0676'T-INTERSECTION.  TURN LEFT, EAST, ON GRADED ROAD FOR 1.2 MILES
 MR0676'TO A FORK AND A GATE ACROSS THE RIGHT FORK.  TAKE THE RIGHT
 MR0676'FORK, PASS THROUGH THE GATE.  (TO REACH THE AZIMUTH MARK,
 MR0676'TURN RIGHT, WEST, ALONG THE SOUTH SIDE OF FENCE FOR
 MR0676'0.1 MILE.  HERE TURN LEFT, SOUTHERLY, ACROSS COUNTRY FOR
 MR0676'0.05 MILE TO THE AZIMUTH MARK ON THE NORTHWEST SLOPE OF A SMALL
 MR0676'HILL.) CONTINUE AHEAD ON TRACK ROAD FOR 0.2 MILE TO A
 MR0676'DIM CROSS ROAD.  TURN LEFT, NORTHERLY, ON TRACK ROAD FOR 0.2
 MR0676'MILE.  HERE TURN RIGHT, ACROSS COUNTRY FOR 0.05 MILE TO THE
 MR0676'HIGHEST POINT OF THE HILL AND STATION.
 MR0676
 MR0676                          STATION RECOVERY (1966)
 MR0676
 MR0676'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MR0676'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0484 ***********************************************************************
 LP0484  DESIGNATION -  WOOLLEY
 LP0484  PID         -  LP0484
 LP0484  STATE/COUNTY-  UT/TOOELE
 LP0484  COUNTRY     -  US
 LP0484  USGS QUAD   -  FLUX (2017)
 LP0484
 LP0484                         *CURRENT SURVEY CONTROL
 LP0484  ______________________________________________________________________
 LP0484* NAD 83(1994) POSITION- 40 37 53.07914(N) 112 31 49.04007(W)   ADJUSTED
 LP0484* NAVD 88 ORTHO HEIGHT -  1440.3   (meters)     4725.    (feet) VERTCON3
 LP0484  ______________________________________________________________________
 LP0484  GEOID HEIGHT    -        -17.443 (meters)                     GEOID18
 LP0484  LAPLACE CORR    -         -9.24  (seconds)                    DEFLEC18
 LP0484  HORZ ORDER      -  THIRD
 LP0484
 LP0484.The horizontal coordinates were established by classical geodetic methods
 LP0484.and adjusted by the National Geodetic Survey in November 1997.
 LP0484
 LP0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0484
 LP0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0484.GEOID18 height accuracy estimate available here.
 LP0484
 LP0484.Click photographs - Photos may exist for this station.
 LP0484
 LP0484.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0484
 LP0484. The following values were computed from the NAD 83(1994) position.
 LP0484
 LP0484;                    North         East     Units Scale Factor Converg.
 LP0484;SPC UT C     - 2,255,641.389   412,837.685   MT  0.99999543   -0 39 35.9
 LP0484;SPC UT C     - 7,400,383.46  1,354,451.64   sFT  0.99999543   -0 39 35.9
 LP0484;UTM  12      - 4,498,967.057   370,583.708   MT  0.99980616   -0 59 47.9
 LP0484
 LP0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0484!SPC UT C     -   0.99977685  x   0.99999543  =   0.99977228
 LP0484!UTM  12      -   0.99977685  x   0.99980616  =   0.99958305
 LP0484
 LP0484:                Primary Azimuth Mark                     Grid Az
 LP0484:SPC UT C     -  BONNIE                                   348 25 22.6
 LP0484:UTM  12      -  BONNIE                                   348 45 34.6
 LP0484
 LP0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK7058398967(NAD 83)
 LP0484
 LP0484|---------------------------------------------------------------------|
 LP0484| PID    Reference Object                     Distance      Geod. Az  |
 LP0484|                                                           dddmmss.s |
 LP0484| LP0485 BONNIE                              APPROX. 6.7 KM 3474546.7 |
 LP0484|---------------------------------------------------------------------|
 LP0484
 LP0484                          SUPERSEDED SURVEY CONTROL
 LP0484
 LP0484  NAD 83(1993)-  40 37 53.07252(N)    112 31 49.03474(W) AD(       ) 3
 LP0484  NAD 83(1986)-  40 37 53.07025(N)    112 31 49.03050(W) AD(       ) 3
 LP0484  NAD 27      -  40 37 53.27449(N)    112 31 46.18117(W) AD(       ) 3
 LP0484  NGVD 29 (07/19/86) 1439.3    (m)         4722.     (f) VERT ANG       
 LP0484
 LP0484.Superseded values are not recommended for survey control.
 LP0484
 LP0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0484.See file dsdata.pdf to determine how the superseded data were derived.
 LP0484
 LP0484_MARKER: DD = SURVEY DISK
 LP0484_SETTING: 66 = SET IN ROCK OUTCROP
 LP0484_STAMPING: WOOLLEY 1955
 LP0484_MARK LOGO: USGS
 LP0484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0484+STABILITY: POSITION/ELEVATION WELL
 LP0484
 LP0484  HISTORY     - Date     Condition        Report By
 LP0484  HISTORY     - 1955     MONUMENTED       USGS
 LP0484  HISTORY     - 1955     SEE DESCRIPTION  USGS
 LP0484
 LP0484                          STATION DESCRIPTION
 LP0484
 LP0484'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LP0484'STATION MARK--CAIRN 6 FT. HIGH.
 LP0484'
 LP0484'NEW DESTRIPTION AS FOLLOWS
 LP0484'
 LP0484'NOTE--NOT CERTAIN CAIRN FOUND WAS SAME ONE AS DESCRIBED,
 LP0484'SET NEW STATION UNDER FOUND CAIRN.
 LP0484'
 LP0484'LOCATED ABOUT 4 MI. NW. OF GRANTSVILLE AND 4 MI. S. OF BONNIEVILLE
 LP0484'SERVICE STATION ON LOW ROCKY TOP.
 LP0484'
 LP0484'TO REACH FROM GRANTSVILLE POST OFFICE, DRIVE WNW. ON U.S. HIGHWAY 40
 LP0484'FOR 3.9 MI. TO DIRT T-RD., TURN LEFT (W.) 0.7 MI. TO A SPOT ON RD.
 LP0484'JUST S. OF STATION, TURN RIGHT (N.) AND CROSS COUNTRY UP HILLSIDE FOR
 LP0484'0.2 MI. TO ROCKS.  STATION IS 100 FT. N.
 LP0484'
 LP0484'STATION MARK--STANDARD TABLET STAMPED ---WOOLLEY 1955---, CEMENTED IN
 LP0484'ROCK AND SURROUNDED BY CAIRN.
 LP0484'
 LP0484'REFERENCE MARK NO. 1--COPPER NAIL WITH WASHER WEDGED IN CREVASSES,
 LP0484'10.28 FT. FROM STATION MARK, N 51 DEG 24 MIN W.
 LP0484'
 LP0484'REFERENCE MARK NO. 2--COPPER NAIL WITH WASHER WEDGED IN CREVASSES,
 LP0484'18.10 FT. FROM STATION MARK, N 78 DEG 51 MIN E.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0505 ***********************************************************************
 LP0505  DESIGNATION -  WPRR MK NE OF STATION CLIVE
 LP0505  PID         -  LP0505
 LP0505  STATE/COUNTY-  UT/TOOELE
 LP0505  COUNTRY     -  US
 LP0505  USGS QUAD   -  ARAGONITE (2017)
 LP0505
 LP0505                         *CURRENT SURVEY CONTROL
 LP0505  ______________________________________________________________________
 LP0505* NAD 83(1994) POSITION- 40 42 08.61129(N) 113 04 21.18847(W)   ADJUSTED
 LP0505* NAVD 88 ORTHO HEIGHT -  1327.    (meters)     4354.    (feet) VERTCON3
 LP0505  ______________________________________________________________________
 LP0505  GEOID HEIGHT    -        -17.797 (meters)                     GEOID18
 LP0505  LAPLACE CORR    -          3.73  (seconds)                    DEFLEC18
 LP0505  HORZ ORDER      -  SECOND
 LP0505
 LP0505.The horizontal coordinates were established by classical geodetic methods
 LP0505.and adjusted by the National Geodetic Survey in November 1997.
 LP0505
 LP0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0505
 LP0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0505.GEOID18 height accuracy estimate available here.
 LP0505
 LP0505.Click photographs - Photos may exist for this station.
 LP0505
 LP0505.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0505
 LP0505. The following values were computed from the NAD 83(1994) position.
 LP0505
 LP0505;                    North         East     Units Scale Factor Converg.
 LP0505;SPC UT C     - 2,264,189.967   367,104.752   MT  1.00001346   -1 00 26.4
 LP0505;SPC UT C     - 7,428,429.92  1,204,409.51   sFT  1.00001346   -1 00 26.4
 LP0505;UTM  12      - 4,507,786.258   324,907.729   MT  0.99997736   -1 21 06.9
 LP0505
 LP0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0505!SPC UT C     -   0.99979467  x   1.00001346  =   0.99980813
 LP0505!UTM  12      -   0.99979467  x   0.99997736  =   0.99977204
 LP0505
 LP0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL2490707786(NAD 83)
 LP0505
 LP0505                          SUPERSEDED SURVEY CONTROL
 LP0505
 LP0505  NAD 83(1986)-  40 42 08.60201(N)    113 04 21.17889(W) AD(       ) 2
 LP0505  NAD 27      -  40 42 08.83763(N)    113 04 18.24349(W) AD(       ) 2
 LP0505  NGVD 29 (07/19/86) 1326.     (m)         4350.     (f) VERT ANG       
 LP0505
 LP0505.Superseded values are not recommended for survey control.
 LP0505
 LP0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0505.See file dsdata.pdf to determine how the superseded data were derived.
 LP0505
 LP0505_MARKER: DD = SURVEY DISK
 LP0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0505
 LP0505  HISTORY     - Date     Condition        Report By
 LP0505  HISTORY     - 1965     MONUMENTED       CGS
 LP0505
 LP0505                          STATION DESCRIPTION
 LP0505
 LP0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0505'THE STATION IS AN IRON DISK SET IN THE TOP OF AN 8 INCH CONCRETE
 LP0505'MONUMENT.
 LP0505'
 LP0505'TO REACH THE STATION FROM KNOLLS GO EAST ALONG U.S. HIGHWAY
 LP0505'40 FOR 7.5 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 LP0505'SOUTHEAST FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK FOR
 LP0505'0.75 MILE TO A FORK.  TAKE THE RIGHT FORK FOR 0.35 MILE TO
 LP0505'A RAILROAD CROSSING.  TURN RIGHT JUST BEFORE REACHING THE
 LP0505'RAILROAD AND FOLLOW ROAD FOR 0.15 MILE.  TURN LEFT AND CROSS
 LP0505'RAILROAD JUST EAST OF MILE POST 854.  TURN LEFT AND GO EAST
 LP0505'ALONG THE SOUTH SIDE OF THE RAILROAD FOR 2.95 MILES TO THE
 LP0505'STATION ON THE RIGHT.  IT IS APPROX. 3 FEET SOUTH OF THE
 LP0505'ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0510 ***********************************************************************
 LP0510  DESIGNATION -  WPRR MK NR STATION DESERTA
 LP0510  PID         -  LP0510
 LP0510  STATE/COUNTY-  UT/TOOELE
 LP0510  COUNTRY     -  US
 LP0510  USGS QUAD   -  ARAGONITE NW (2017)
 LP0510
 LP0510                         *CURRENT SURVEY CONTROL
 LP0510  ______________________________________________________________________
 LP0510* NAD 83(1994) POSITION- 40 42 44.63898(N) 113 12 47.15174(W)   ADJUSTED
 LP0510* NAVD 88 ORTHO HEIGHT -  1302.    (meters)     4272.    (feet) VERTCON3
 LP0510  ______________________________________________________________________
 LP0510  GEOID HEIGHT    -        -17.858 (meters)                     GEOID18
 LP0510  LAPLACE CORR    -          1.50  (seconds)                    DEFLEC18
 LP0510  HORZ ORDER      -  SECOND
 LP0510
 LP0510.The horizontal coordinates were established by classical geodetic methods
 LP0510.and adjusted by the National Geodetic Survey in November 1997.
 LP0510
 LP0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 LP0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LP0510
 LP0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0510.GEOID18 height accuracy estimate available here.
 LP0510
 LP0510.Click photographs - Photos may exist for this station.
 LP0510
 LP0510.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0510
 LP0510. The following values were computed from the NAD 83(1994) position.
 LP0510
 LP0510;                    North         East     Units Scale Factor Converg.
 LP0510;SPC UT C     - 2,265,519.268   355,250.044   MT  1.00001612   -1 05 50.5
 LP0510;SPC UT C     - 7,432,791.13  1,165,516.19   sFT  1.00001612   -1 05 50.5
 LP0510;UTM  12      - 4,509,187.018   313,061.388   MT  1.00003015   -1 26 38.2
 LP0510
 LP0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0510!SPC UT C     -   0.99979861  x   1.00001612  =   0.99981472
 LP0510!UTM  12      -   0.99979861  x   1.00003015  =   0.99982875
 LP0510
 LP0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL1306109187(NAD 83)
 LP0510
 LP0510                          SUPERSEDED SURVEY CONTROL
 LP0510
 LP0510  NAD 83(1986)-  40 42 44.62925(N)    113 12 47.14247(W) AD(       ) 2
 LP0510  NAD 27      -  40 42 44.86836(N)    113 12 44.18966(W) AD(       ) 2
 LP0510  NGVD 29 (07/19/86) 1301.     (m)         4268.     (f) VERT ANG       
 LP0510
 LP0510.Superseded values are not recommended for survey control.
 LP0510
 LP0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0510.See file dsdata.pdf to determine how the superseded data were derived.
 LP0510
 LP0510_MARKER: DD = SURVEY DISK
 LP0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0510+STABILITY: SURFACE MOTION
 LP0510
 LP0510  HISTORY     - Date     Condition        Report By
 LP0510  HISTORY     - 1965     MONUMENTED       CGS
 LP0510
 LP0510                          STATION DESCRIPTION
 LP0510
 LP0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LP0510'THE STATION MARK IS AN IRON DISK SET IN THE TOP OF A 8 INCH
 LP0510'CONCRETE MONUMENT.
 LP0510'
 LP0510'TO REACH THE STATION FROM KNOLLS GO EAST ALONG U.S. HIGHWAY 40
 LP0510'FOR 7.5 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHEAST
 LP0510'FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK FOR 0.75 MILE
 LP0510'TO A FORK.  TAKE THE RIGHT FORK FOR 0.35 MILE TO A RAILROAD
 LP0510'CROSSING.  TURN RIGHT JUST BEFORE REACHING THE RAILROAD AND
 LP0510'FOLLOW ROAD FOR 5.7 MILES.  CROSS THE RAILROAD AND PACK TO
 LP0510'THE TOP OF A SAND DUNE ALONG THE SOUTH SIDE OF THE TRACKS AND
 LP0510'THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0494 ***********************************************************************
 JM0494  DESIGNATION -  WRAY
 JM0494  PID         -  JM0494
 JM0494  STATE/COUNTY-  UT/SAN JUAN
 JM0494  COUNTRY     -  US
 JM0494  USGS QUAD   -  RAY MESA (2017)
 JM0494
 JM0494                         *CURRENT SURVEY CONTROL
 JM0494  ______________________________________________________________________
 JM0494* NAD 83(1994) POSITION- 38 17 36.29371(N) 109 04 32.18179(W)   ADJUSTED
 JM0494* NAVD 88 ORTHO HEIGHT -  2279.2   (meters)     7478.    (feet) VERTCON3
 JM0494  ______________________________________________________________________
 JM0494  GEOID HEIGHT    -        -18.376 (meters)                     GEOID18
 JM0494  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 JM0494  HORZ ORDER      -  THIRD
 JM0494
 JM0494.The horizontal coordinates were established by classical geodetic methods
 JM0494.and adjusted by the National Geodetic Survey in November 1997.
 JM0494
 JM0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0494
 JM0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0494.GEOID18 height accuracy estimate available here.
 JM0494
 JM0494.Click photographs - Photos may exist for this station.
 JM0494
 JM0494.The Laplace correction was computed from DEFLEC18 derived deflections.
 JM0494
 JM0494. The following values were computed from the NAD 83(1994) position.
 JM0494
 JM0494;                    North         East     Units Scale Factor Converg.
 JM0494;SPC UT S     - 3,183,296.169   712,063.541   MT  0.99999074   +1 29 07.4
 JM0494;SPC UT S     -10,443,864.18  2,336,161.80   sFT  0.99999074   +1 29 07.4
 JM0494;UTM  12      - 4,240,122.538   668,288.663   MT  0.99994880   +1 11 34.1
 JM0494
 JM0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0494!SPC UT S     -   0.99964538  x   0.99999074  =   0.99963613
 JM0494!UTM  12      -   0.99964538  x   0.99994880  =   0.99959420
 JM0494
 JM0494:                Primary Azimuth Mark                     Grid Az
 JM0494:SPC UT S     -  WRAY AZ MK                               334 25 18.3
 JM0494:UTM  12      -  WRAY AZ MK                               334 42 51.6
 JM0494
 JM0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH6828840122(NAD 83)
 JM0494
 JM0494|---------------------------------------------------------------------|
 JM0494| PID    Reference Object                     Distance      Geod. Az  |
 JM0494|                                                           dddmmss.s |
 JM0494| CM7320 WRAY RM 1                            18.388 METERS 01905     |
 JM0494| CM7321 WRAY RM 2                            20.383 METERS 24243     |
 JM0494| CM7319 WRAY AZ MK                                         3355425.7 |
 JM0494|---------------------------------------------------------------------|
 JM0494
 JM0494                          SUPERSEDED SURVEY CONTROL
 JM0494
 JM0494  NAD 83(1992)-  38 17 36.28425(N)    109 04 32.18439(W) AD(       ) 3
 JM0494  NAD 83(1986)-  38 17 36.28443(N)    109 04 32.18083(W) AD(       ) 3
 JM0494  NAD 27      -  38 17 36.33852(N)    109 04 29.78633(W) AD(       ) 3
 JM0494  NGVD 29 (07/19/86) 2278.0    (m)         7474.     (f) VERT ANG       
 JM0494
 JM0494.Superseded values are not recommended for survey control.
 JM0494
 JM0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0494.See file dsdata.pdf to determine how the superseded data were derived.
 JM0494
 JM0494_MARKER: DS = TRIANGULATION STATION DISK
 JM0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0494_STAMPING: WRAY 1937
 JM0494_MARK LOGO: CGS
 JM0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0494+STABILITY: SURFACE MOTION
 JM0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0494+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2006
 JM0494
 JM0494  HISTORY     - Date     Condition        Report By
 JM0494  HISTORY     - 1937     MONUMENTED       CGS
 JM0494  HISTORY     - 1947     GOOD             USGS
 JM0494  HISTORY     - 1954     GOOD             USGS
 JM0494  HISTORY     - 20060216 GOOD             INDIV
 JM0494
 JM0494                          STATION DESCRIPTION
 JM0494
 JM0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JM0494'STATION LOCATED ABOUT 9.5 MILES, AIRLINE, E OF LA SAL POST
 JM0494'OFFICE AND ABOUT 1 MILE W OF THE COLORADO-UTAH STATE LINE,
 JM0494'ON A MESA KNOWN AS WRAY MESA.  STATION IS ABOUT 100 YARDS
 JM0494'W OF A TRACK ROAD ON RIDGE, JUST N OF WOODED HIGHEST POINT.
 JM0494'
 JM0494'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 JM0494'DISKS SET IN THE TOP OF CONCRETE POSTS, PROJECTING 6 INCHES.
 JM0494'
 JM0494'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 JM0494'
 JM0494'STATION MARK IS STAMPED WRAY, 1937.
 JM0494'
 JM0494'REFERENCE MARK NO. 1 IS 60 FEET NNE OF STATION AT SAME ELEVATION.
 JM0494'
 JM0494'REFERENCE MARK NO. 2 IS 67 FEET WSW OF STATION AND AT SAME
 JM0494'ELEVATION.
 JM0494'
 JM0494'AZIMUTH MARK ABOUT 0.25 MILES NW BY N OF STATION, ON A SAGE
 JM0494'FLAT.  IT IS ABOUT 85 YARDS W OF DIM TRACK ROAD AT FORKS.
 JM0494'
 JM0494'STATION REACHED FROM LA SAL POST OFFICE BY GOING E ON GRADED
 JM0494'ROAD FOR 9.1 MILES TO A BRIDGE AT A RANCH HOUSE ON LEFT
 JM0494'A SHORT DISTANCE FROM ROAD.  CROSS BRIDGE AND TURN SHARP RIGHT
 JM0494'STARTING UP HILL.  PASS THROUGH GATE ABOUT 25 YARDS FROM
 JM0494'BRIDGE.  FOLLOW THIS ROAD IN A GENERAL SE DIRECTION FOR 2.85
 JM0494'MILES TO A FORK WHERE THE GRADED ROAD BEARS RIGHT AND DIM
 JM0494'TRACKS CONTINUE STRAIGHT AHEAD.  KEEP LEFT, STRAIGHT AHEAD,
 JM0494'ON DIM TRACK ROAD, AVOIDING HIGH CENTERS AND WASHES FOR
 JM0494'1.05 MILES TO A DIM FORK.  TAKE RIGHT FORK FOR 0.25 MILE.
 JM0494'THEN TURN RIGHT THROUGH SAGE FOR 100 YARDS TO END OF TRUCK
 JM0494'TRAVEL AND STATION.
 JM0494'
 JM0494'HEIGHT OF LIGHT ABOVE STATION MARK - 15.2 METERS.
 JM0494
 JM0494                          STATION RECOVERY (1947)
 JM0494
 JM0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947 (LMS)
 JM0494'FOUND AS DESCRIBED.
 JM0494'
 JM0494'STATION MARK--STANDARD DISK, SET IN CONCRETE POST PROJECTING 6 IN.
 JM0494
 JM0494                          STATION RECOVERY (1954)
 JM0494
 JM0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JM0494'RECOVERED IN GOOD CONDITION.
 JM0494
 JM0494                          STATION RECOVERY (2006)
 JM0494
 JM0494'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MH)
 JM0494'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0184 ***********************************************************************
 KN0184  DESIGNATION -  WW 42
 KN0184  PID         -  KN0184
 KN0184  STATE/COUNTY-  UT/SANPETE
 KN0184  COUNTRY     -  US
 KN0184  USGS QUAD   -  MOUNT PLEASANT (2017)
 KN0184
 KN0184                         *CURRENT SURVEY CONTROL
 KN0184  ______________________________________________________________________
 KN0184* NAD 83(1986) POSITION- 39 32 49.     (N) 111 27 55.     (W)   SCALED
 KN0184* NAVD 88 ORTHO HEIGHT -  1782.239 (meters)     5847.23  (feet) ADJUSTED
 KN0184  ______________________________________________________________________
 KN0184  GEOID HEIGHT    -        -17.033 (meters)                     GEOID18
 KN0184  DYNAMIC HEIGHT  -       1780.432 (meters)     5841.30  (feet) COMP
 KN0184  MODELED GRAVITY -    979,549.9   (mgal)                       NAVD 88
 KN0184
 KN0184  VERT ORDER      -  SECOND    CLASS 0
 KN0184
 KN0184.The horizontal coordinates were scaled from a map and have
 KN0184.an estimated accuracy of +/- 6 seconds.
 KN0184
 KN0184.The orthometric height was determined by differential leveling and
 KN0184.adjusted by the NATIONAL GEODETIC SURVEY
 KN0184.in June 1991.
 KN0184
 KN0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0184.GEOID18 height accuracy estimate available here.
 KN0184
 KN0184.Click photographs - Photos may exist for this station.
 KN0184
 KN0184.The dynamic height is computed by dividing the NAVD 88
 KN0184.geopotential number by the normal gravity value computed on the
 KN0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0184.degrees latitude (g = 980.6199 gals.).
 KN0184
 KN0184.The modeled gravity was interpolated from observed gravity values.
 KN0184
 KN0184;                    North         East    Units  Estimated Accuracy
 KN0184;SPC UT C     - 2,134,730.      502,980.      MT  (+/- 180 meters Scaled)
 KN0184
 KN0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ600775(NAD 83)
 KN0184
 KN0184                          SUPERSEDED SURVEY CONTROL
 KN0184
 KN0184  NGVD 29 (??/??/92) 1781.080  (m)         5843.43   (f) ADJ UNCH    2 0
 KN0184
 KN0184.Superseded values are not recommended for survey control.
 KN0184
 KN0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0184.See file dsdata.pdf to determine how the superseded data were derived.
 KN0184
 KN0184_MARKER: DB = BENCH MARK DISK
 KN0184_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0184_SP_SET: STONE HEADWALL
 KN0184_STAMPING: WW 42 1934
 KN0184_MARK LOGO: CGS
 KN0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0184+STABILITY: SURFACE MOTION
 KN0184
 KN0184  HISTORY     - Date     Condition        Report By
 KN0184  HISTORY     - 1934     MONUMENTED       CGS
 KN0184  HISTORY     - 1967     MARK NOT FOUND   USGS
 KN0184
 KN0184                          STATION DESCRIPTION
 KN0184
 KN0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0184'IN MOUNT PLEASANT.
 KN0184'AT MOUNT PLEASANT, SANPETE COUNTY, ABOUT 90 FEET SOUTHWEST OF THE
 KN0184'DENVER AND RIO GRANDE WESTERN RAILROAD STATION, AT AN IRRIGATION
 KN0184'DITCH, IN THE TOP OF A STONE HEAD WALL, 35 FEET WEST OF THE CENTER
 KN0184'LINE OF THE TRACK, AND IN LINE WITH A ROW OF POWER-TRANSMISSION LINE
 KN0184'POLES.  A STANDARD DISK, STAMPED WW 42 1934.
 KN0184
 KN0184                          STATION RECOVERY (1967)
 KN0184
 KN0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KN0184'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0576 ***********************************************************************
 LO0576  DESIGNATION -  WW 90
 LO0576  PID         -  LO0576
 LO0576  STATE/COUNTY-  UT/SALT LAKE
 LO0576  COUNTRY     -  US
 LO0576  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0576
 LO0576                         *CURRENT SURVEY CONTROL
 LO0576  ______________________________________________________________________
 LO0576* NAD 83(1986) POSITION- 40 43 31.     (N) 111 54 31.     (W)   SCALED
 LO0576* NAVD 88 ORTHO HEIGHT -  1292.032 (meters)     4238.94  (feet) ADJUSTED
 LO0576  ______________________________________________________________________
 LO0576  GEOID HEIGHT    -        -16.995 (meters)                     GEOID18
 LO0576  DYNAMIC HEIGHT  -       1290.999 (meters)     4235.55  (feet) COMP
 LO0576  MODELED GRAVITY -    979,780.8   (mgal)                       NAVD 88
 LO0576
 LO0576  VERT ORDER      -  FIRST     CLASS II
 LO0576
 LO0576.The horizontal coordinates were scaled from a map and have
 LO0576.an estimated accuracy of +/- 6 seconds.
 LO0576
 LO0576.The orthometric height was determined by differential leveling and
 LO0576.adjusted by the NATIONAL GEODETIC SURVEY
 LO0576.in June 1991.
 LO0576
 LO0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0576.GEOID18 height accuracy estimate available here.
 LO0576
 LO0576.Click photographs - Photos may exist for this station.
 LO0576
 LO0576.The dynamic height is computed by dividing the NAVD 88
 LO0576.geopotential number by the normal gravity value computed on the
 LO0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0576.degrees latitude (g = 980.6199 gals.).
 LO0576
 LO0576.The modeled gravity was interpolated from observed gravity values.
 LO0576
 LO0576;                    North         East    Units  Estimated Accuracy
 LO0576;SPC UT C     - 2,265,640.      465,480.      MT  (+/- 180 meters Scaled)
 LO0576
 LO0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL232086(NAD 83)
 LO0576
 LO0576                          SUPERSEDED SURVEY CONTROL
 LO0576
 LO0576  NGVD 29 (??/??/92) 1291.086  (m)         4235.84   (f) ADJ UNCH    1 2
 LO0576
 LO0576.Superseded values are not recommended for survey control.
 LO0576
 LO0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0576.See file dsdata.pdf to determine how the superseded data were derived.
 LO0576
 LO0576_MARKER: DB = BENCH MARK DISK
 LO0576_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0576_SP_SET: FOUNDATION
 LO0576_STAMPING: WW 90 1953
 LO0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0576
 LO0576  HISTORY     - Date     Condition        Report By
 LO0576  HISTORY     - 1953     MONUMENTED       CGS
 LO0576  HISTORY     - 1974     MARK NOT FOUND   USGS
 LO0576  HISTORY     - 19970914 MARK NOT FOUND   NGS
 LO0576
 LO0576                          STATION DESCRIPTION
 LO0576
 LO0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LO0576'2.7 MI S FROM SALT LAKE CITY.
 LO0576'2.7 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 LO0576'THE FREIGHT DEPOT AT SALT LAKE CITY, AT THE 21ST. SOUTH STREET BRIDGE
 LO0576'OVER THE RAILROAD, IN THE TOP OF THE CONCRETE FOUNDATION OF THE EAST
 LO0576'PIER, 12.1 FEET EAST OF THE EAST RAIL, AND ABOUT 3 FEET HIGHER THAN
 LO0576'THE TRACKS.
 LO0576
 LO0576                          STATION RECOVERY (1974)
 LO0576
 LO0576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LO0576'MARK NOT FOUND.
 LO0576
 LO0576                          STATION RECOVERY (1997)
 LO0576
 LO0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 LO0576'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  THE BRIDGE HAS
 LO0576'BEEN REPLACED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0654 ***********************************************************************
 MR0654  DESIGNATION -  WYUT
 MR0654  PID         -  MR0654
 MR0654  STATE/COUNTY-  UT/RICH
 MR0654  COUNTRY     -  US
 MR0654  USGS QUAD   -  LEEFE (2018)
 MR0654
 MR0654                         *CURRENT SURVEY CONTROL
 MR0654  ______________________________________________________________________
 MR0654* NAD 83(1994) POSITION- 41 46 48.22407(N) 111 02 46.48450(W)   ADJUSTED
 MR0654* NAVD 88 ORTHO HEIGHT -  1905.5   (meters)     6252.    (feet) VERTCON3
 MR0654  ______________________________________________________________________
 MR0654  GEOID HEIGHT    -        -14.513 (meters)                     GEOID18
 MR0654  LAPLACE CORR    -          4.32  (seconds)                    DEFLEC18
 MR0654  HORZ ORDER      -  SECOND
 MR0654
 MR0654.The horizontal coordinates were established by classical geodetic methods
 MR0654.and adjusted by the National Geodetic Survey in November 1997.
 MR0654
 MR0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0654
 MR0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0654.GEOID18 height accuracy estimate available here.
 MR0654
 MR0654.Click photographs - Photos may exist for this station.
 MR0654
 MR0654.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0654
 MR0654. The following values were computed from the NAD 83(1994) position.
 MR0654
 MR0654;                    North         East     Units Scale Factor Converg.
 MR0654;SPC UT N     - 1,160,763.209   537,722.875   MT  0.99999947   +0 17 57.1
 MR0654;SPC UT N     - 3,808,270.63  1,764,179.13   sFT  0.99999947   +0 17 57.1
 MR0654;SPC WY W     -   242,598.688   719,952.426   MT  1.00001632   -0 38 29.7
 MR0654;SPC WY W     -   795,925.86  2,362,043.92   sFT  1.00001632   -0 38 29.7
 MR0654;UTM  12      - 4,625,358.290   496,156.881   MT  0.99960018   -0 01 50.9
 MR0654
 MR0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0654!SPC UT N     -   0.99970350  x   0.99999947  =   0.99970297
 MR0654!SPC WY W     -   0.99970350  x   1.00001632  =   0.99971982
 MR0654!UTM  12      -   0.99970350  x   0.99960018  =   0.99930380
 MR0654
 MR0654:                Primary Azimuth Mark                     Grid Az
 MR0654:SPC UT N     -  WYUT AZ MK                               058 39 55.2
 MR0654:SPC WY W     -  WYUT AZ MK                               059 36 22.0
 MR0654:UTM  12      -  WYUT AZ MK                               058 59 43.2
 MR0654
 MR0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM9615625358(NAD 83)
 MR0654
 MR0654|---------------------------------------------------------------------|
 MR0654| PID    Reference Object                     Distance      Geod. Az  |
 MR0654|                                                           dddmmss.s |
 MR0654| CM6807 WYUT RM 1                            13.184 METERS 04916     |
 MR0654| CM6806 WYUT AZ MK                                         0585752.3 |
 MR0654| CM6808 WYUT RM 2                            15.199 METERS 18332     |
 MR0654| MR0653 ROUTE 89 STA 219+18.2                 7.278 METERS 34727     |
 MR0654|---------------------------------------------------------------------|
 MR0654
 MR0654                          SUPERSEDED SURVEY CONTROL
 MR0654
 MR0654  NAD 83(1993)-  41 46 48.22399(N)    111 02 46.48459(W) AD(       ) 2
 MR0654  NAD 83(1986)-  41 46 48.21163(N)    111 02 46.47922(W) AD(       ) 2
 MR0654  NAD 27      -  41 46 48.41080(N)    111 02 43.78630(W) AD(       ) 2
 MR0654  NGVD 29 (07/19/86) 1904.2    (m)         6247.     (f) VERT ANG       
 MR0654
 MR0654.Superseded values are not recommended for survey control.
 MR0654
 MR0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0654.See file dsdata.pdf to determine how the superseded data were derived.
 MR0654
 MR0654_MARKER: DS = TRIANGULATION STATION DISK
 MR0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0654_STAMPING: WYUT 1962
 MR0654_MARK LOGO: CGS
 MR0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0654+STABILITY: SURFACE MOTION
 MR0654
 MR0654  HISTORY     - Date     Condition        Report By
 MR0654  HISTORY     - 1962     MONUMENTED       CGS
 MR0654
 MR0654                          STATION DESCRIPTION
 MR0654
 MR0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0654'THE STATION IS ABOUT 3 MILES SOUTHWEST OF SAGE, 8 MILES NORTH
 MR0654'AND 8 MILES EAST OF RANDOLPH, ON THE NORTH RIGHT-OF-WAY OF UTAH
 MR0654'STATE HIGHWAY 51 AND WYOMING STATE HIGHWAY 89 AND AT THE
 MR0654'WYOMING-UTAH STATE LINE.
 MR0654'
 MR0654'TO REACH THE STATION FROM SAGE JUNCTION, ABOUT 1 MILE WEST OF
 MR0654'SAGE, GO SOUTHWEST ON STATE HIGHWAY 89 FOR 2.8 MILES TO A
 MR0654'CROSSROADS.  (THE AZIMUTH MARK IS 0.15 MILE NORTH OF THIS POINT
 MR0654'AT A WEIGH STATION) CONTINUE SOUTHWEST ON THE HIGHWAY FOR 0.25
 MR0654'MILE TO THE STATION ON THE RIGHT.
 MR0654'
 MR0654'THE STATION MARK IS A STANDARD DISK, STAMPED WYUT 1962, SET IN
 MR0654'THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 4 INCHES.
 MR0654'IT IS 23.0 FEET SOUTH OF A WEST GATE POST, 85.6 FEET NORTH OF A
 MR0654'6 BY 6 INCH CONCRETE POST BEARING THE LEGEND F 227 (2), 3.3
 MR0654'FEET EAST OF A NORTH-SOUTH FENCE, 13.0 FEET WEST OF THE CENTRLINE
 MR0654'OF A TRACK ROAD, 136.0 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 MR0654'89, 119.0 FEET NORTHEAST OF A POWERLINE POLE NUMBER 433 AND 3.3
 MR0654'FEET NORTH OF A WITNESS POST.
 MR0654'
 MR0654'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WYUT NO 1 1962,
 MR0654'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 5
 MR0654'INCHES.  IT IS 20 FEET NORTH OF THE CENTERLINE OF THE TRACK ROAD,
 MR0654'1 FOOT SOUTH OF AN EAST-WEST FENCE, 158 FEET NORTH OF THE
 MR0654'CENTERLINE OF THE HIGHWAY AND 30.0 FEET EAST OF THE GATE POST
 MR0654'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 MR0654'
 MR0654'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WYUT NO 2 1962,
 MR0654'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 5
 MR0654'INCHES.  IT IS 86 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 MR0654'14 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD, 1.2 FEET EAST
 MR0654'OF THE NORTH-SOUTH FENCE, 7.3 FEET SOUTH OF A SOUTH GATE POST
 MR0654'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 MR0654'
 MR0654'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WYUT 1962, CEMENTED
 MR0654'IN A DRILL HOLE NEAR THE SOUTH END OF A 200 FOOT LONG, 30 FOOT
 MR0654'WIDE AND 10 FOOT HIGH ROCK RIDGE.  IT IS 30 FEET NORTH OF THE
 MR0654'SOUTH END OF THE RIDGE, 88 FEET EAST OF THE CENTERLINE OF A
 MR0654'GRAVELED ROAD AND 58 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 MR0654'OF A WEIGHING STATION PLATFORM AND ABOUT 10 FEET ABOVE THE ROAD.
 MR0654'
 MR0654'STA 219 18.2 (WSHD IS A BRONZE DISK OF THE WYOMING STATE HIGHWAY
 MR0654'DEPARTMENT SET IN THE TOP OF A 6 BY 6 INCH CONCRETE POST
 MR0654'PROJECTING 12 INCHES.  THE DISK IS STAMPED F-227-2 219 18.2
 MR0654'ELV. 6253.88.  IT IS 160 FEET NORTH OF THE CENTERLINE OF THE
 MR0654'HIGHWAY, 8.3 FEET WEST OF THE WEST GATE POST, 1 FOOT WEST OF
 MR0654'THE NORTH-SOUTH FENCE AND AT ABOUT THE SAME ELEVATION AS THE
 MR0654'STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AB5963 ***********************************************************************
 AB5963  DESIGNATION -  WYUT NEW
 AB5963  PID         -  AB5963
 AB5963  STATE/COUNTY-  UT/RICH
 AB5963  COUNTRY     -  US
 AB5963  USGS QUAD   -  LEEFE (2018)
 AB5963
 AB5963                         *CURRENT SURVEY CONTROL
 AB5963  ______________________________________________________________________
 AB5963* NAD 83(1994) POSITION- 41 46 48.21040(N) 111 02 46.63626(W)   ADJUSTED
 AB5963* NAVD 88 ORTHO HEIGHT -  1906.3   (meters)     6254.    (feet) VERTCON3
 AB5963  ______________________________________________________________________
 AB5963  GEOID HEIGHT    -        -14.513 (meters)                     GEOID18
 AB5963  LAPLACE CORR    -          4.32  (seconds)                    DEFLEC18
 AB5963  HORZ ORDER      -  THIRD
 AB5963
 AB5963.The horizontal coordinates were established by classical geodetic methods
 AB5963.and adjusted by the National Geodetic Survey in November 1997.
 AB5963
 AB5963.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB5963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB5963
 AB5963.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5963.GEOID18 height accuracy estimate available here.
 AB5963
 AB5963.Click photographs - Photos may exist for this station.
 AB5963
 AB5963.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB5963
 AB5963. The following values were computed from the NAD 83(1994) position.
 AB5963
 AB5963;                    North         East     Units Scale Factor Converg.
 AB5963;SPC UT N     - 1,160,762.769   537,719.372   MT  0.99999947   +0 17 57.0
 AB5963;SPC UT N     - 3,808,269.18  1,764,167.64   sFT  0.99999947   +0 17 57.0
 AB5963;UTM  12      - 4,625,357.870   496,153.378   MT  0.99960018   -0 01 51.0
 AB5963
 AB5963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5963!SPC UT N     -   0.99970338  x   0.99999947  =   0.99970285
 AB5963!UTM  12      -   0.99970338  x   0.99960018  =   0.99930368
 AB5963
 AB5963_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM9615325357(NAD 83)
 AB5963
 AB5963                          SUPERSEDED SURVEY CONTROL
 AB5963
 AB5963  NAD 83(1993)-  41 46 48.21046(N)    111 02 46.63562(W) AD(       ) 3
 AB5963  NAD 83(1986)-  41 46 48.19905(N)    111 02 46.62835(W) AD(       ) 3
 AB5963  NGVD 29 (08/09/96) 1905.0    (m)         6250.     (f) VERT ANG       
 AB5963
 AB5963.Superseded values are not recommended for survey control.
 AB5963
 AB5963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5963.See file dsdata.pdf to determine how the superseded data were derived.
 AB5963
 AB5963_MARKER: Z = SEE DESCRIPTION
 AB5963_SETTING: 0 = UNSPECIFIED SETTING
 AB5963
 AB5963  HISTORY     - Date     Condition        Report By
 AB5963  HISTORY     - 1962     MONUMENTED       CGS
 AB5963  HISTORY     - 1969     GOOD             USGS
 AB5963
 AB5963                          STATION DESCRIPTION
 AB5963
 AB5963'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 AB5963'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 41111-1,
 AB5963'STATION 1001.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0583 ***********************************************************************
 LO0583  DESIGNATION -  X 1
 LO0583  PID         -  LO0583
 LO0583  STATE/COUNTY-  UT/SALT LAKE
 LO0583  COUNTRY     -  US
 LO0583  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0583
 LO0583                         *CURRENT SURVEY CONTROL
 LO0583  ______________________________________________________________________
 LO0583* NAD 83(1986) POSITION- 40 44 58.     (N) 111 54 36.     (W)   SCALED
 LO0583* NAVD 88 ORTHO HEIGHT -  1289.440 (meters)     4230.44  (feet) ADJUSTED
 LO0583  ______________________________________________________________________
 LO0583  GEOID HEIGHT    -        -16.951 (meters)                     GEOID18
 LO0583  DYNAMIC HEIGHT  -       1288.412 (meters)     4227.06  (feet) COMP
 LO0583  MODELED GRAVITY -    979,783.6   (mgal)                       NAVD 88
 LO0583
 LO0583  VERT ORDER      -  FIRST     CLASS II
 LO0583
 LO0583.The horizontal coordinates were scaled from a map and have
 LO0583.an estimated accuracy of +/- 6 seconds.
 LO0583
 LO0583.The orthometric height was determined by differential leveling and
 LO0583.adjusted by the NATIONAL GEODETIC SURVEY
 LO0583.in June 1991.
 LO0583
 LO0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0583.GEOID18 height accuracy estimate available here.
 LO0583
 LO0583.Click photographs - Photos may exist for this station.
 LO0583
 LO0583.The dynamic height is computed by dividing the NAVD 88
 LO0583.geopotential number by the normal gravity value computed on the
 LO0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0583.degrees latitude (g = 980.6199 gals.).
 LO0583
 LO0583.The modeled gravity was interpolated from observed gravity values.
 LO0583
 LO0583;                    North         East    Units  Estimated Accuracy
 LO0583;SPC UT C     - 2,268,330.      465,370.      MT  (+/- 180 meters Scaled)
 LO0583
 LO0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL231113(NAD 83)
 LO0583
 LO0583                          SUPERSEDED SURVEY CONTROL
 LO0583
 LO0583  NGVD 29 (??/??/92) 1288.492  (m)         4227.33   (f) ADJ UNCH    1 2
 LO0583
 LO0583.Superseded values are not recommended for survey control.
 LO0583
 LO0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0583.See file dsdata.pdf to determine how the superseded data were derived.
 LO0583
 LO0583_MARKER: B = BOLT
 LO0583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0583_SP_SET: ABUTMENT
 LO0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0583
 LO0583  HISTORY     - Date     Condition        Report By
 LO0583  HISTORY     - 1906     MONUMENTED       CGS
 LO0583  HISTORY     - 1927     GOOD             CGS
 LO0583  HISTORY     - 19970914 MARK NOT FOUND   NGS
 LO0583
 LO0583                          STATION DESCRIPTION
 LO0583
 LO0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 LO0583'IN SALT LAKE CITY.
 LO0583'AT SALT LAKE CITY, SALT LAKE COUNTY, AT THE INTERSECTION OF NINTH
 LO0583'SOUTH STREET AND FIFTH WEST STREET, NEAR THE CROSSING OF THE DENVER
 LO0583'AND RIO GRANDE WESTERN RAILROAD AND UNION PACIFIC RAILROAD, AT THE
 LO0583'DENVER AND RIO GRANDE WESTERN RAILROAD BRIDGE OVER THE NINTH SOUTH
 LO0583'STREET CANAL, IN THE WEST END OF THE NORTH ABUTMENT, ABOUT 73 FEET
 LO0583'NORTH OF THE CENTER LINE OF THE U.P.R.R. TRACK, ABOUT 9 FEET WEST OF
 LO0583'THE CENTER LINE OF THE D. AND R.G.W. R.R. WEST TRACK, AND ABOUT 8
 LO0583'INCHES FROM THE FACE OF THE ABUTMENT.  A 1/2-INCH COPPER BOLT SET IN
 LO0583'LEAD NEAR THE LETTERS US.
 LO0583
 LO0583                          STATION RECOVERY (1997)
 LO0583
 LO0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 LO0583'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  THE BRIDGE HAS
 LO0583'BEEN REMOVED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0134 ***********************************************************************
 LO0134  DESIGNATION -  X 100
 LO0134  PID         -  LO0134
 LO0134  STATE/COUNTY-  UT/WASATCH
 LO0134  COUNTRY     -  US
 LO0134  USGS QUAD   -  WOLF CREEK (2017)
 LO0134
 LO0134                         *CURRENT SURVEY CONTROL
 LO0134  ______________________________________________________________________
 LO0134* NAD 83(1986) POSITION- 40 28 19.     (N) 110 54 52.     (W)   SCALED
 LO0134* NAVD 88 ORTHO HEIGHT -  2345.517 (meters)     7695.25  (feet) ADJUSTED
 LO0134  ______________________________________________________________________
 LO0134  GEOID HEIGHT    -        -14.212 (meters)                     GEOID18
 LO0134  DYNAMIC HEIGHT  -       2343.115 (meters)     7687.37  (feet) COMP
 LO0134  MODELED GRAVITY -    979,516.2   (mgal)                       NAVD 88
 LO0134
 LO0134  VERT ORDER      -  SECOND    CLASS 0
 LO0134
 LO0134.The horizontal coordinates were scaled from a map and have
 LO0134.an estimated accuracy of +/- 6 seconds.
 LO0134
 LO0134.The orthometric height was determined by differential leveling and
 LO0134.adjusted by the NATIONAL GEODETIC SURVEY
 LO0134.in June 1991.
 LO0134
 LO0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0134.GEOID18 height accuracy estimate available here.
 LO0134
 LO0134.Click photographs - Photos may exist for this station.
 LO0134
 LO0134.The dynamic height is computed by dividing the NAVD 88
 LO0134.geopotential number by the normal gravity value computed on the
 LO0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0134.degrees latitude (g = 980.6199 gals.).
 LO0134
 LO0134.The modeled gravity was interpolated from observed gravity values.
 LO0134
 LO0134;                    North         East    Units  Estimated Accuracy
 LO0134;SPC UT C     - 2,237,590.      549,660.      MT  (+/- 180 meters Scaled)
 LO0134
 LO0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK072801(NAD 83)
 LO0134
 LO0134                          SUPERSEDED SURVEY CONTROL
 LO0134
 LO0134  NGVD 29 (??/??/92) 2344.112  (m)         7690.64   (f) ADJ UNCH    2 0
 LO0134
 LO0134.Superseded values are not recommended for survey control.
 LO0134
 LO0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0134.See file dsdata.pdf to determine how the superseded data were derived.
 LO0134
 LO0134_MARKER: DB = BENCH MARK DISK
 LO0134_SETTING: 66 = SET IN ROCK OUTCROP
 LO0134_STAMPING: X 100 1962
 LO0134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0134+STABILITY: POSITION/ELEVATION WELL
 LO0134
 LO0134  HISTORY     - Date     Condition        Report By
 LO0134  HISTORY     - 1962     MONUMENTED       CGS
 LO0134
 LO0134                          STATION DESCRIPTION
 LO0134
 LO0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0134'16.8 MI NW FROM TABIONA.
 LO0134'16.8 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0134'TABIONA, SET VERTICALLY IN THE SOUTH-SOUTHEAST FACE OF A ROCK CUT, 16
 LO0134'FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET
 LO0134'HIGHER THAN THE HIGHWAY AND 3.0 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0119 ***********************************************************************
 LO0119  DESIGNATION -  X 101
 LO0119  PID         -  LO0119
 LO0119  STATE/COUNTY-  UT/DUCHESNE
 LO0119  COUNTRY     -  US
 LO0119  USGS QUAD   -  FARM CREEK PEAK (2017)
 LO0119
 LO0119                         *CURRENT SURVEY CONTROL
 LO0119  ______________________________________________________________________
 LO0119* NAD 83(1986) POSITION- 40 23 27.     (N) 110 44 35.     (W)   SCALED
 LO0119* NAVD 88 ORTHO HEIGHT -  2048.045 (meters)     6719.29  (feet) ADJUSTED
 LO0119  ______________________________________________________________________
 LO0119  GEOID HEIGHT    -        -15.132 (meters)                     GEOID18
 LO0119  DYNAMIC HEIGHT  -       2045.953 (meters)     6712.43  (feet) COMP
 LO0119  MODELED GRAVITY -    979,531.8   (mgal)                       NAVD 88
 LO0119
 LO0119  VERT ORDER      -  SECOND    CLASS 0
 LO0119
 LO0119.The horizontal coordinates were scaled from a map and have
 LO0119.an estimated accuracy of +/- 6 seconds.
 LO0119
 LO0119.The orthometric height was determined by differential leveling and
 LO0119.adjusted by the NATIONAL GEODETIC SURVEY
 LO0119.in June 1991.
 LO0119
 LO0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0119.GEOID18 height accuracy estimate available here.
 LO0119
 LO0119.Click photographs - Photos may exist for this station.
 LO0119
 LO0119.The dynamic height is computed by dividing the NAVD 88
 LO0119.geopotential number by the normal gravity value computed on the
 LO0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0119.degrees latitude (g = 980.6199 gals.).
 LO0119
 LO0119.The modeled gravity was interpolated from observed gravity values.
 LO0119
 LO0119;                    North         East    Units  Estimated Accuracy
 LO0119;SPC UT C     - 2,228,700.      564,260.      MT  (+/- 180 meters Scaled)
 LO0119
 LO0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK218711(NAD 83)
 LO0119
 LO0119                          SUPERSEDED SURVEY CONTROL
 LO0119
 LO0119  NGVD 29 (??/??/92) 2046.642  (m)         6714.69   (f) ADJ UNCH    2 0
 LO0119
 LO0119.Superseded values are not recommended for survey control.
 LO0119
 LO0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0119.See file dsdata.pdf to determine how the superseded data were derived.
 LO0119
 LO0119_MARKER: DB = BENCH MARK DISK
 LO0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0119_SP_SET: BRIDGE
 LO0119_STAMPING: X 101 1962
 LO0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0119
 LO0119  HISTORY     - Date     Condition        Report By
 LO0119  HISTORY     - 1962     MONUMENTED       CGS
 LO0119
 LO0119                          STATION DESCRIPTION
 LO0119
 LO0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0119'3.45 MI NW FROM TABIONA.
 LO0119'3.45 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0119'TABIONA, 0.2 MILE SOUTHEAST OF A WOODEN BRIDGE, SET VERTICALLY IN THE
 LO0119'SOUTH-SOUTHWEST FACE OF A MASSIVE OUTCROP, 19 FEET NORTH-NORTHEAST OF
 LO0119'THE CENTER LINE OF THE HIGHWAY, 108 FEET NORTHWEST OF A POWER LINE
 LO0119'POLE, AT THE CROSSING OF A POWER LINE, 1.8 FEET EAST-SOUTHEAST OF A
 LO0119'SMALL POLE WITH TELEVISION CABLE, ABOUT 3 FEET HIGHER THAN THE
 LO0119'HIGHWAY, AND 2.8 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0239 ***********************************************************************
 LN0239  DESIGNATION -  X 102
 LN0239  PID         -  LN0239
 LN0239  STATE/COUNTY-  UT/DAGGETT
 LN0239  COUNTRY     -  US
 LN0239  USGS QUAD   -  CLAY BASIN (2017)
 LN0239
 LN0239                         *CURRENT SURVEY CONTROL
 LN0239  ______________________________________________________________________
 LN0239* NAD 83(1986) POSITION- 40 58 28.     (N) 109 11 59.     (W)   SCALED
 LN0239* NAVD 88 ORTHO HEIGHT -  1948.429 (meters)     6392.47  (feet) ADJUSTED
 LN0239  ______________________________________________________________________
 LN0239  GEOID HEIGHT    -        -14.109 (meters)                     GEOID18
 LN0239  DYNAMIC HEIGHT  -       1946.703 (meters)     6386.81  (feet) COMP
 LN0239  MODELED GRAVITY -    979,668.6   (mgal)                       NAVD 88
 LN0239
 LN0239  VERT ORDER      -  SECOND    CLASS 0
 LN0239
 LN0239.The horizontal coordinates were scaled from a map and have
 LN0239.an estimated accuracy of +/- 6 seconds.
 LN0239
 LN0239.The orthometric height was determined by differential leveling and
 LN0239.adjusted by the NATIONAL GEODETIC SURVEY
 LN0239.in June 1991.
 LN0239
 LN0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0239.GEOID18 height accuracy estimate available here.
 LN0239
 LN0239.Click photographs - Photos may exist for this station.
 LN0239
 LN0239.The dynamic height is computed by dividing the NAVD 88
 LN0239.geopotential number by the normal gravity value computed on the
 LN0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0239.degrees latitude (g = 980.6199 gals.).
 LN0239
 LN0239.The modeled gravity was interpolated from observed gravity values.
 LN0239
 LN0239;                    North         East    Units  Estimated Accuracy
 LN0239;SPC UT N     - 1,073,760.      693,580.      MT  (+/- 180 meters Scaled)
 LN0239
 LN0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL514374(NAD 83)
 LN0239
 LN0239                          SUPERSEDED SURVEY CONTROL
 LN0239
 LN0239  NGVD 29 (??/??/92) 1947.179  (m)         6388.37   (f) ADJ UNCH    2 0
 LN0239
 LN0239.Superseded values are not recommended for survey control.
 LN0239
 LN0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0239.See file dsdata.pdf to determine how the superseded data were derived.
 LN0239
 LN0239_MARKER: DB = BENCH MARK DISK
 LN0239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LN0239_SP_SET: FOUNDATION
 LN0239_STAMPING: X 102 1962
 LN0239_MARK LOGO: CGS
 LN0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0239
 LN0239  HISTORY     - Date     Condition        Report By
 LN0239  HISTORY     - 1962     MONUMENTED       CGS
 LN0239
 LN0239                          STATION DESCRIPTION
 LN0239
 LN0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0239'27.45 MI E FROM LINWOOD.
 LN0239'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0239'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 22.45 MILES
 LN0239'EAST ALONG CLAY BASIN ROAD, IN THE TOP AND 3.3 FEET SOUTHWEST OF THE
 LN0239'NORTHEAST END OF THE SOUTHEAST ONE OF TWO CONCRETE FOUNDATIONS FOR GAS
 LN0239'WELLS, 50 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 98 FEET
 LN0239'NORTHWEST OF THE NORTH CORNER OF CORRUGATED METAL BUILDING 206, 56
 LN0239'FEET SOUTHEAST OF THE CENTER OF THE SOUTHWEST END OF AN 18-INCH PIPE
 LN0239'CULVERT, 10.7 FEET NORTHEAST OF A VENT. PIPE, ABOUT 1 FOOT LOWER THAN
 LN0239'THE ROAD, AND 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0054 ***********************************************************************
 LO0054  DESIGNATION -  X 103
 LO0054  PID         -  LO0054
 LO0054  STATE/COUNTY-  UT/DUCHESNE
 LO0054  COUNTRY     -  US
 LO0054  USGS QUAD   -  TALMAGE (2017)
 LO0054
 LO0054                         *CURRENT SURVEY CONTROL
 LO0054  ______________________________________________________________________
 LO0054* NAD 83(1986) POSITION- 40 15 39.     (N) 110 24 37.     (W)   SCALED
 LO0054* NAVD 88 ORTHO HEIGHT -  1781.770 (meters)     5845.69  (feet) ADJUSTED
 LO0054  ______________________________________________________________________
 LO0054  GEOID HEIGHT    -        -16.816 (meters)                     GEOID18
 LO0054  DYNAMIC HEIGHT  -       1780.000 (meters)     5839.88  (feet) COMP
 LO0054  MODELED GRAVITY -    979,570.6   (mgal)                       NAVD 88
 LO0054
 LO0054  VERT ORDER      -  SECOND    CLASS 0
 LO0054
 LO0054.The horizontal coordinates were scaled from a map and have
 LO0054.an estimated accuracy of +/- 6 seconds.
 LO0054
 LO0054.The orthometric height was determined by differential leveling and
 LO0054.adjusted by the NATIONAL GEODETIC SURVEY
 LO0054.in June 1991.
 LO0054
 LO0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0054.GEOID18 height accuracy estimate available here.
 LO0054
 LO0054.Click photographs - Photos may exist for this station.
 LO0054
 LO0054.The dynamic height is computed by dividing the NAVD 88
 LO0054.geopotential number by the normal gravity value computed on the
 LO0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0054.degrees latitude (g = 980.6199 gals.).
 LO0054
 LO0054.The modeled gravity was interpolated from observed gravity values.
 LO0054
 LO0054;                    North         East    Units  Estimated Accuracy
 LO0054;SPC UT C     - 2,214,560.      592,690.      MT  (+/- 180 meters Scaled)
 LO0054
 LO0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK501568(NAD 83)
 LO0054
 LO0054                          SUPERSEDED SURVEY CONTROL
 LO0054
 LO0054  NGVD 29 (??/??/92) 1780.420  (m)         5841.26   (f) ADJ UNCH    2 0
 LO0054
 LO0054.Superseded values are not recommended for survey control.
 LO0054
 LO0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0054.See file dsdata.pdf to determine how the superseded data were derived.
 LO0054
 LO0054_MARKER: DB = BENCH MARK DISK
 LO0054_SETTING: 80 = SET IN A BOULDER
 LO0054_STAMPING: X 103 1962
 LO0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0054+STABILITY: SURFACE MOTION
 LO0054
 LO0054  HISTORY     - Date     Condition        Report By
 LO0054  HISTORY     - 1962     MONUMENTED       CGS
 LO0054
 LO0054                          STATION DESCRIPTION
 LO0054
 LO0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0054'7.9 MI N FROM DUCHESNE.
 LO0054'7.9 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0054'HIGHWAY 40 AT DUCHESNE, 0.05 MILE SOUTHEAST OF A SMALL WOODEN BRIDGE,
 LO0054'SET VERTICALLY IN THE SOUTHWEST FACE OF A LARGE SANDSTONE BOULDER
 LO0054'WHICH PROJECTS ABOUT 3 1/2 FEET ABOVE THE GROUND, 25 FEET NORTHEAST OF
 LO0054'THE CENTER LINE OF THE HIGHWAY, 51 FEET NORTHEAST AND ACROSS THE
 LO0054'HIGHWAY FROM A LARGE COTTONWOOD TREE, 32 FEET WEST-SOUTHWEST OF A
 LO0054'TELEPHONE POLE, ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY, AND 1.5 FOOT
 LO0054'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0047 ***********************************************************************
 LO0047  DESIGNATION -  X 104
 LO0047  PID         -  LO0047
 LO0047  STATE/COUNTY-  UT/DUCHESNE
 LO0047  COUNTRY     -  US
 LO0047  USGS QUAD   -  DUCHESNE (2017)
 LO0047
 LO0047                         *CURRENT SURVEY CONTROL
 LO0047  ______________________________________________________________________
 LO0047* NAD 83(1994) POSITION- 40 11 35.16037(N) 110 23 18.40995(W)   ADJUSTED
 LO0047* NAVD 88 ORTHO HEIGHT -  1772.778 (meters)     5816.19  (feet) ADJUSTED
 LO0047  ______________________________________________________________________
 LO0047  GEOID HEIGHT    -        -17.146 (meters)                     GEOID18
 LO0047  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC18
 LO0047  DYNAMIC HEIGHT  -       1771.047 (meters)     5810.51  (feet) COMP
 LO0047  MODELED GRAVITY -    979,587.3   (mgal)                       NAVD 88
 LO0047
 LO0047  HORZ ORDER      -  SECOND
 LO0047  VERT ORDER      -  SECOND    CLASS 0
 LO0047
 LO0047.This mark is at Duchesne Airport (U69)
 LO0047
 LO0047.The horizontal coordinates were established by classical geodetic methods
 LO0047.and adjusted by the National Geodetic Survey in November 1997.
 LO0047
 LO0047.The orthometric height was determined by differential leveling and
 LO0047.adjusted by the NATIONAL GEODETIC SURVEY
 LO0047.in June 1991.
 LO0047
 LO0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0047.GEOID18 height accuracy estimate available here.
 LO0047
 LO0047.Click photographs - Photos may exist for this station.
 LO0047
 LO0047.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0047
 LO0047.The dynamic height is computed by dividing the NAVD 88
 LO0047.geopotential number by the normal gravity value computed on the
 LO0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0047.degrees latitude (g = 980.6199 gals.).
 LO0047
 LO0047.The modeled gravity was interpolated from observed gravity values.
 LO0047
 LO0047. The following values were computed from the NAD 83(1994) position.
 LO0047
 LO0047;                    North         East     Units Scale Factor Converg.
 LO0047;SPC UT C     - 2,207,058.646   594,641.699   MT  0.99991831   +0 42 43.3
 LO0047;SPC UT C     - 7,240,991.57  1,950,920.31   sFT  0.99991831   +0 42 43.3
 LO0047;UTM  12      - 4,449,369.090   552,054.789   MT  0.99963336   +0 23 40.9
 LO0047
 LO0047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0047!SPC UT C     -   0.99972466  x   0.99991831  =   0.99964299
 LO0047!UTM  12      -   0.99972466  x   0.99963336  =   0.99935812
 LO0047
 LO0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK5205449369(NAD 83)
 LO0047
 LO0047                          SUPERSEDED SURVEY CONTROL
 LO0047
 LO0047  NAD 83(1993)-  40 11 35.16038(N)    110 23 18.40987(W) AD(       ) 2
 LO0047  NAD 83(1986)-  40 11 35.14140(N)    110 23 18.40156(W) AD(       ) 2
 LO0047  NAD 27      -  40 11 35.28800(N)    110 23 15.84640(W) AD(       ) 2
 LO0047  NGVD 29 (??/??/92) 1771.475  (m)         5811.91   (f) ADJ UNCH    2 0
 LO0047  NGVD 29            1771.48   (m)         5811.9    (f) LEVELING    3  
 LO0047
 LO0047.Superseded values are not recommended for survey control.
 LO0047
 LO0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0047.See file dsdata.pdf to determine how the superseded data were derived.
 LO0047
 LO0047_MARKER: DB = BENCH MARK DISK
 LO0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0047_STAMPING: X 104 1962
 LO0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0047+STABILITY: SURFACE MOTION
 LO0047
 LO0047  HISTORY     - Date     Condition        Report By
 LO0047  HISTORY     - 1962     MONUMENTED       CGS
 LO0047  HISTORY     - 1962     GOOD             CGS
 LO0047
 LO0047                          STATION DESCRIPTION
 LO0047
 LO0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0047'TO REACH STATION DUCHAIR FROM THE JUNCTION OF U.S. HIGHWAY 40
 LO0047'AND STATE HIGHWAY 35 IN DUCHESNE, GO NORTH ON STATE HIGHWAY
 LO0047'35 FOR 2.0 MILES TO A PAVED SIDE ROAD RIGHT WHICH LEADS TO
 LO0047'THE AIRPORT.  TURN RIGHT AND FOLLOW PAVED ROAD EASTERLY FOR
 LO0047'0.2 MILE TO THE ENTRANCE TO THE AIRPORT AND STATION DUCHAIR ON
 LO0047'THE LEFT.
 LO0047'
 LO0047'BM X 104 IS A STANDARD BENCH MARK DISK, STAMPED X 104 1962,
 LO0047'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH PROJECTS
 LO0047'3 INCHES.  IT IS 3.0 FEET NORTHWEST OF THE SOUTHWEST CORNER
 LO0047'OF A HANGAR AND 2.5 FEET SOUTH OF A METAL WITNESS POST.
 LO0047
 LO0047                          STATION RECOVERY (1962)
 LO0047
 LO0047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LO0047'2.35 MI N FROM DUCHESNE.
 LO0047'2.35 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0047'HIGHWAY 40 AT DUCHESNE, THENCE 0.2 MILE EAST ALONG ALSPHALT ENTRANCE
 LO0047'ROAD TO DUCHESNE AIRPORT, AT DUCHESNE AIRPORT, 0.05 MILE NORTHEAST OF
 LO0047'A GATE ACROSS ROAD, AT THE SOUTHWEST CORNER OF A LONG CORRUGATED METAL
 LO0047'HANGAR, 198 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.6 FEET WEST
 LO0047'OF THE WEST WALL OF HANGAR, 2.7 FEET NORTHWEST OF THE SOUTHWEST CORNER
 LO0047'OF HANGAR, 2.2 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 LO0047'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 LO0047'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0273 ***********************************************************************
 LO0273  DESIGNATION -  X 105
 LO0273  PID         -  LO0273
 LO0273  STATE/COUNTY-  UT/WASATCH
 LO0273  COUNTRY     -  US
 LO0273  USGS QUAD   -  SOAPSTONE BASIN (2017)
 LO0273
 LO0273                         *CURRENT SURVEY CONTROL
 LO0273  ______________________________________________________________________
 LO0273* NAD 83(1986) POSITION- 40 33 03.     (N) 111 06 15.     (W)   SCALED
 LO0273* NAVD 88 ORTHO HEIGHT -  2246.362 (meters)     7369.94  (feet) ADJUSTED
 LO0273  ______________________________________________________________________
 LO0273  GEOID HEIGHT    -        -14.223 (meters)                     GEOID18
 LO0273  DYNAMIC HEIGHT  -       2244.117 (meters)     7362.57  (feet) COMP
 LO0273  MODELED GRAVITY -    979,544.8   (mgal)                       NAVD 88
 LO0273
 LO0273  VERT ORDER      -  SECOND    CLASS 0
 LO0273
 LO0273.The horizontal coordinates were scaled from a map and have
 LO0273.an estimated accuracy of +/- 6 seconds.
 LO0273
 LO0273.The orthometric height was determined by differential leveling and
 LO0273.adjusted by the NATIONAL GEODETIC SURVEY
 LO0273.in June 1991.
 LO0273
 LO0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0273.GEOID18 height accuracy estimate available here.
 LO0273
 LO0273.Click photographs - Photos may exist for this station.
 LO0273
 LO0273.The dynamic height is computed by dividing the NAVD 88
 LO0273.geopotential number by the normal gravity value computed on the
 LO0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0273.degrees latitude (g = 980.6199 gals.).
 LO0273
 LO0273.The modeled gravity was interpolated from observed gravity values.
 LO0273
 LO0273;                    North         East    Units  Estimated Accuracy
 LO0273;SPC UT C     - 2,246,270.      533,530.      MT  (+/- 180 meters Scaled)
 LO0273
 LO0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK911889(NAD 83)
 LO0273
 LO0273                          SUPERSEDED SURVEY CONTROL
 LO0273
 LO0273  NGVD 29 (??/??/92) 2244.991  (m)         7365.44   (f) ADJ UNCH    2 0
 LO0273
 LO0273.Superseded values are not recommended for survey control.
 LO0273
 LO0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0273.See file dsdata.pdf to determine how the superseded data were derived.
 LO0273
 LO0273_MARKER: DB = BENCH MARK DISK
 LO0273_SETTING: 80 = SET IN A BOULDER
 LO0273_STAMPING: X 105 1962
 LO0273_MARK LOGO: CGS
 LO0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0273+STABILITY: SURFACE MOTION
 LO0273
 LO0273  HISTORY     - Date     Condition        Report By
 LO0273  HISTORY     - 1962     MONUMENTED       CGS
 LO0273
 LO0273                          STATION DESCRIPTION
 LO0273
 LO0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0273'11.8 MI SE FROM FRANCIS.
 LO0273'11.8 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0273'HIGHWAY 189 AT FRANCIS, SET VERTICALLY IN THE SOUTHEAST FACE OF A 9-
 LO0273'BY 10-FOOT BOULDER, 14 FEET NORTHEAST OF THE CENTER LINE OF THE
 LO0273'HIGHWAY, ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY, AND 1.5 FEET ABOVE
 LO0273'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0309 ***********************************************************************
 LO0309  DESIGNATION -  X 106
 LO0309  PID         -  LO0309
 LO0309  STATE/COUNTY-  UT/SUMMIT
 LO0309  COUNTRY     -  US
 LO0309  USGS QUAD   -  WANSHIP (2017)
 LO0309
 LO0309                         *CURRENT SURVEY CONTROL
 LO0309  ______________________________________________________________________
 LO0309* NAD 83(1986) POSITION- 40 48 30.     (N) 111 24 26.     (W)   SCALED
 LO0309* NAVD 88 ORTHO HEIGHT -  1789.047 (meters)     5869.57  (feet) ADJUSTED
 LO0309  ______________________________________________________________________
 LO0309  GEOID HEIGHT    -        -15.720 (meters)                     GEOID18
 LO0309  DYNAMIC HEIGHT  -       1787.415 (meters)     5864.21  (feet) COMP
 LO0309  MODELED GRAVITY -    979,649.2   (mgal)                       NAVD 88
 LO0309
 LO0309  VERT ORDER      -  SECOND    CLASS 0
 LO0309
 LO0309.The horizontal coordinates were scaled from a map and have
 LO0309.an estimated accuracy of +/- 6 seconds.
 LO0309
 LO0309.The orthometric height was determined by differential leveling and
 LO0309.adjusted by the NATIONAL GEODETIC SURVEY
 LO0309.in June 1991.
 LO0309
 LO0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0309.GEOID18 height accuracy estimate available here.
 LO0309
 LO0309.Click photographs - Photos may exist for this station.
 LO0309
 LO0309.The dynamic height is computed by dividing the NAVD 88
 LO0309.geopotential number by the normal gravity value computed on the
 LO0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0309.degrees latitude (g = 980.6199 gals.).
 LO0309
 LO0309.The modeled gravity was interpolated from observed gravity values.
 LO0309
 LO0309;                    North         East    Units  Estimated Accuracy
 LO0309;SPC UT N     - 1,052,750.      507,830.      MT  (+/- 180 meters Scaled)
 LO0309
 LO0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL656175(NAD 83)
 LO0309
 LO0309                          SUPERSEDED SURVEY CONTROL
 LO0309
 LO0309  NGVD 29 (??/??/92) 1787.770  (m)         5865.38   (f) ADJ UNCH    2 0
 LO0309
 LO0309.Superseded values are not recommended for survey control.
 LO0309
 LO0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0309.See file dsdata.pdf to determine how the superseded data were derived.
 LO0309
 LO0309_MARKER: DB = BENCH MARK DISK
 LO0309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0309_SP_SET: PILLAR
 LO0309_STAMPING: X 106 1962
 LO0309_MARK LOGO: CGS
 LO0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0309
 LO0309  HISTORY     - Date     Condition        Report By
 LO0309  HISTORY     - 1962     MONUMENTED       CGS
 LO0309
 LO0309                          STATION DESCRIPTION
 LO0309
 LO0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0309'0.15 MI SE FROM WANSHIP.
 LO0309'0.15 MILE SOUTHEAST ALONG U.S. HIGHWAY 189 FROM THE LATTER DAY SAINTS
 LO0309'CHURCH AT WANSHIP, SET VERTICALLY IN THE NORTH FACE OF THE NORTH
 LO0309'CONCRETE PILLAR OF THE EAST ROW OF PILLARS OF CONCRETE BRIDGE OVER THE
 LO0309'HIGHWAY (NEW PORTION OF U.S. HIGHWAY 189), 21 FEET EAST OF THE CENTER
 LO0309'LINE OF OLD HIGHWAY, ABOUT 2 FEET HIGHER THEN THE HIGHWAY, AND 2.2
 LO0309'FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0323 ***********************************************************************
 LO0323  DESIGNATION -  X 107
 LO0323  PID         -  LO0323
 LO0323  STATE/COUNTY-  UT/SUMMIT
 LO0323  COUNTRY     -  US
 LO0323  USGS QUAD   -  SOAPSTONE BASIN (2017)
 LO0323
 LO0323                         *CURRENT SURVEY CONTROL
 LO0323  ______________________________________________________________________
 LO0323* NAD 83(1986) POSITION- 40 34 46.     (N) 111 02 52.     (W)   SCALED
 LO0323* NAVD 88 ORTHO HEIGHT -  2367.137 (meters)     7766.18  (feet) ADJUSTED
 LO0323  ______________________________________________________________________
 LO0323  GEOID HEIGHT    -        -13.863 (meters)                     GEOID18
 LO0323  DYNAMIC HEIGHT  -       2364.739 (meters)     7758.31  (feet) COMP
 LO0323  MODELED GRAVITY -    979,526.3   (mgal)                       NAVD 88
 LO0323
 LO0323  VERT ORDER      -  SECOND    CLASS 0
 LO0323
 LO0323.The horizontal coordinates were scaled from a map and have
 LO0323.an estimated accuracy of +/- 6 seconds.
 LO0323
 LO0323.The orthometric height was determined by differential leveling and
 LO0323.adjusted by the NATIONAL GEODETIC SURVEY
 LO0323.in June 1991.
 LO0323
 LO0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0323.GEOID18 height accuracy estimate available here.
 LO0323
 LO0323.Click photographs - Photos may exist for this station.
 LO0323
 LO0323.The dynamic height is computed by dividing the NAVD 88
 LO0323.geopotential number by the normal gravity value computed on the
 LO0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0323.degrees latitude (g = 980.6199 gals.).
 LO0323
 LO0323.The modeled gravity was interpolated from observed gravity values.
 LO0323
 LO0323;                    North         East    Units  Estimated Accuracy
 LO0323;SPC UT N     - 1,027,430.      538,290.      MT  (+/- 180 meters Scaled)
 LO0323
 LO0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK959920(NAD 83)
 LO0323
 LO0323                          SUPERSEDED SURVEY CONTROL
 LO0323
 LO0323  NGVD 29 (??/??/92) 2365.736  (m)         7761.59   (f) ADJ UNCH    2 0
 LO0323
 LO0323.Superseded values are not recommended for survey control.
 LO0323
 LO0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0323.See file dsdata.pdf to determine how the superseded data were derived.
 LO0323
 LO0323_MARKER: DB = BENCH MARK DISK
 LO0323_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0323_SP_SET: ABUTMENT
 LO0323_STAMPING: X 107 1962
 LO0323_MARK LOGO: CGS
 LO0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0323
 LO0323  HISTORY     - Date     Condition        Report By
 LO0323  HISTORY     - 1962     MONUMENTED       CGS
 LO0323
 LO0323                          STATION DESCRIPTION
 LO0323
 LO0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0323'15.15 MI SE FROM KAMAS.
 LO0323'14.95 MILES EAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0323'HIGHWAY 189 ALTERNATE AT KAMAS, THENCE 0.2 MILE EAST ALONG A DIRT
 LO0323'ROAD, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF A
 LO0323'WOODEN RAIL BRIDGE OVER PROVO RIVER, 7 FEET NORTHWEST OF THE CENTER
 LO0323'LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0082 ***********************************************************************
 JN0082  DESIGNATION -  X 11
 JN0082  PID         -  JN0082
 JN0082  STATE/COUNTY-  UT/WAYNE
 JN0082  COUNTRY     -  US
 JN0082  USGS QUAD   -  SKYLINE RIM (2017)
 JN0082
 JN0082                         *CURRENT SURVEY CONTROL
 JN0082  ______________________________________________________________________
 JN0082* NAD 83(1986) POSITION- 38 28 37.     (N) 110 47 19.     (W)   SCALED
 JN0082* NAVD 88 ORTHO HEIGHT -  1371.822 (meters)     4500.72  (feet) ADJUSTED
 JN0082  ______________________________________________________________________
 JN0082  GEOID HEIGHT    -        -19.896 (meters)                     GEOID18
 JN0082  DYNAMIC HEIGHT  -       1370.438 (meters)     4496.18  (feet) COMP
 JN0082  MODELED GRAVITY -    979,572.8   (mgal)                       NAVD 88
 JN0082
 JN0082  VERT ORDER      -  FIRST     CLASS II
 JN0082
 JN0082.The horizontal coordinates were scaled from a map and have
 JN0082.an estimated accuracy of +/- 6 seconds.
 JN0082
 JN0082.The orthometric height was determined by differential leveling and
 JN0082.adjusted by the NATIONAL GEODETIC SURVEY
 JN0082.in June 1991.
 JN0082
 JN0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0082.GEOID18 height accuracy estimate available here.
 JN0082
 JN0082.Click photographs - Photos may exist for this station.
 JN0082
 JN0082.The dynamic height is computed by dividing the NAVD 88
 JN0082.geopotential number by the normal gravity value computed on the
 JN0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0082.degrees latitude (g = 980.6199 gals.).
 JN0082
 JN0082.The modeled gravity was interpolated from observed gravity values.
 JN0082
 JN0082;                    North         East    Units  Estimated Accuracy
 JN0082;SPC UT S     - 3,201,160.      562,080.      MT  (+/- 180 meters Scaled)
 JN0082
 JN0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH184587(NAD 83)
 JN0082
 JN0082                          SUPERSEDED SURVEY CONTROL
 JN0082
 JN0082  NGVD 29 (??/??/92) 1370.777  (m)         4497.29   (f) ADJ UNCH    1 2
 JN0082
 JN0082.Superseded values are not recommended for survey control.
 JN0082
 JN0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0082.See file dsdata.pdf to determine how the superseded data were derived.
 JN0082
 JN0082_MARKER: DB = BENCH MARK DISK
 JN0082_SETTING: 66 = SET IN ROCK OUTCROP
 JN0082_STAMPING: X 11 1921
 JN0082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0082+STABILITY: POSITION/ELEVATION WELL
 JN0082
 JN0082  HISTORY     - Date     Condition        Report By
 JN0082  HISTORY     - 1921     MONUMENTED       CGS
 JN0082  HISTORY     - 1958     GOOD             CGS
 JN0082
 JN0082                          STATION DESCRIPTION
 JN0082
 JN0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0082'17.5 MI NW FROM HANKSVILLE.
 JN0082'8.2 MILES WEST ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0082'HANKSVILLE, THENCE 8.55 MILES NORTH ALONG A DIRT ROAD, THENCE 0.75
 JN0082'MILE NORTH ALONG AN ABANDONED DIRT ROAD, 0.75 MILE NORTH OF THE
 JN0082'CROSSING OF MUDDY CREEK, AT THE NORTHEAST END OF A POINT WHERE THE
 JN0082'ROAD FOLLOWS A WASH FOR 0.1 MILE, IN TOP OF AN 18-BY 40-FOOT SANDSTONE
 JN0082'OUTCROP WHICH PROJECTS 10 FEET ABOVE THE BOTTOM OF THE WASH, AND 18
 JN0082'FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE WASH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0086 ***********************************************************************
 JN0086  DESIGNATION -  X 111
 JN0086  PID         -  JN0086
 JN0086  STATE/COUNTY-  UT/WAYNE
 JN0086  COUNTRY     -  US
 JN0086  USGS QUAD   -  SKYLINE RIM (2017)
 JN0086
 JN0086                         *CURRENT SURVEY CONTROL
 JN0086  ______________________________________________________________________
 JN0086* NAD 83(1986) POSITION- 38 26 17.     (N) 110 49 27.     (W)   SCALED
 JN0086* NAVD 88 ORTHO HEIGHT -  1422.954 (meters)     4668.47  (feet) ADJUSTED
 JN0086  ______________________________________________________________________
 JN0086  GEOID HEIGHT    -        -19.991 (meters)                     GEOID18
 JN0086  DYNAMIC HEIGHT  -       1421.504 (meters)     4663.72  (feet) COMP
 JN0086  MODELED GRAVITY -    979,560.5   (mgal)                       NAVD 88
 JN0086
 JN0086  VERT ORDER      -  FIRST     CLASS II
 JN0086
 JN0086.The horizontal coordinates were scaled from a map and have
 JN0086.an estimated accuracy of +/- 6 seconds.
 JN0086
 JN0086.The orthometric height was determined by differential leveling and
 JN0086.adjusted by the NATIONAL GEODETIC SURVEY
 JN0086.in June 1991.
 JN0086
 JN0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0086.GEOID18 height accuracy estimate available here.
 JN0086
 JN0086.Click photographs - Photos may exist for this station.
 JN0086
 JN0086.The dynamic height is computed by dividing the NAVD 88
 JN0086.geopotential number by the normal gravity value computed on the
 JN0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0086.degrees latitude (g = 980.6199 gals.).
 JN0086
 JN0086.The modeled gravity was interpolated from observed gravity values.
 JN0086
 JN0086;                    North         East    Units  Estimated Accuracy
 JN0086;SPC UT S     - 3,196,820.      559,010.      MT  (+/- 180 meters Scaled)
 JN0086
 JN0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH153544(NAD 83)
 JN0086
 JN0086                          SUPERSEDED SURVEY CONTROL
 JN0086
 JN0086  NGVD 29 (??/??/92) 1421.904  (m)         4665.03   (f) ADJ UNCH    1 2
 JN0086
 JN0086.Superseded values are not recommended for survey control.
 JN0086
 JN0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0086.See file dsdata.pdf to determine how the superseded data were derived.
 JN0086
 JN0086_MARKER: DB = BENCH MARK DISK
 JN0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0086_STAMPING: X 111 1958
 JN0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0086+STABILITY: SURFACE MOTION
 JN0086
 JN0086  HISTORY     - Date     Condition        Report By
 JN0086  HISTORY     - 1958     MONUMENTED       CGS
 JN0086
 JN0086                          STATION DESCRIPTION
 JN0086
 JN0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0086'13.65 MI NW FROM HANKSVILLE.
 JN0086'8.2 MILES WEST ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0086'HANKSVILLE, THENCE 5.45 MILES NORTH ALONG A DIRT ROAD, ABOUT 0.45 MILE
 JN0086'SOUTH OF A POINT WHERE THE ROAD ENTERS A GULLY, AT A SUMMIT, 95 FEET
 JN0086'NORTH OF THE SOUTH APEX OF A TRIANGLE FORMED BY THE JUNCTION OF A DIRT
 JN0086'ROAD EAST, 39 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 21 FEET
 JN0086'NORTHWEST OF THE CENTER LINE OF THE ROAD EAST, 2.8 FEET SOUTH OF A
 JN0086'WITNESS POST, 1 FOOT LOWER THAN THE MAIN ROAD, 1 1/2 FEET HIGHER THAN
 JN0086'THE ROAD EAST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 JN0086'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0051 ***********************************************************************
 JN0051  DESIGNATION -  X 112
 JN0051  PID         -  JN0051
 JN0051  STATE/COUNTY-  UT/WAYNE
 JN0051  COUNTRY     -  US
 JN0051  USGS QUAD   -  BULL MOUNTAIN (2017)
 JN0051
 JN0051                         *CURRENT SURVEY CONTROL
 JN0051  ______________________________________________________________________
 JN0051* NAD 83(1986) POSITION- 38 12 33.     (N) 110 38 13.     (W)   SCALED
 JN0051* NAVD 88 ORTHO HEIGHT -  1465.262 (meters)     4807.28  (feet) ADJUSTED
 JN0051  ______________________________________________________________________
 JN0051  GEOID HEIGHT    -        -20.330 (meters)                     GEOID18
 JN0051  DYNAMIC HEIGHT  -       1463.722 (meters)     4802.23  (feet) COMP
 JN0051  MODELED GRAVITY -    979,527.4   (mgal)                       NAVD 88
 JN0051
 JN0051  VERT ORDER      -  FIRST     CLASS II
 JN0051
 JN0051.The horizontal coordinates were scaled from a map and have
 JN0051.an estimated accuracy of +/- 6 seconds.
 JN0051
 JN0051.The orthometric height was determined by differential leveling and
 JN0051.adjusted by the NATIONAL GEODETIC SURVEY
 JN0051.in June 1991.
 JN0051
 JN0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0051.GEOID18 height accuracy estimate available here.
 JN0051
 JN0051.Click photographs - Photos may exist for this station.
 JN0051
 JN0051.The dynamic height is computed by dividing the NAVD 88
 JN0051.geopotential number by the normal gravity value computed on the
 JN0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0051.degrees latitude (g = 980.6199 gals.).
 JN0051
 JN0051.The modeled gravity was interpolated from observed gravity values.
 JN0051
 JN0051;                    North         East    Units  Estimated Accuracy
 JN0051;SPC UT S     - 3,171,540.      575,590.      MT  (+/- 180 meters Scaled)
 JN0051
 JN0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH317290(NAD 83)
 JN0051
 JN0051                          SUPERSEDED SURVEY CONTROL
 JN0051
 JN0051  NGVD 29 (??/??/92) 1464.215  (m)         4803.85   (f) ADJ UNCH    1 2
 JN0051
 JN0051.Superseded values are not recommended for survey control.
 JN0051
 JN0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0051.See file dsdata.pdf to determine how the superseded data were derived.
 JN0051
 JN0051_MARKER: DB = BENCH MARK DISK
 JN0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0051_STAMPING: X 112 1958
 JN0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0051+STABILITY: SURFACE MOTION
 JN0051
 JN0051  HISTORY     - Date     Condition        Report By
 JN0051  HISTORY     - 1958     MONUMENTED       CGS
 JN0051
 JN0051                          STATION DESCRIPTION
 JN0051
 JN0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0051'13.3 MI SE FROM HANKSVILLE.
 JN0051'13.3 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE SCHOOL AT
 JN0051'HANKSVILLE, 0.2 MILE NORTHWEST OF THE CROSSING OF A LARGE WASH, 0.2
 JN0051'MILE SOUTHEAST OF A SUMMIT, AT THE SOUTHEAST END OF A SHALLOW CUT, 50
 JN0051'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2.6 FEET SOUTHWEST
 JN0051'OF A WITNESS POST, LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 JN0051'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0004 ***********************************************************************
 HN0004  DESIGNATION -  X 113
 HN0004  PID         -  HN0004
 HN0004  STATE/COUNTY-  UT/GARFIELD
 HN0004  COUNTRY     -  US
 HN0004  USGS QUAD   -  HITE NORTH (2017)
 HN0004
 HN0004                         *CURRENT SURVEY CONTROL
 HN0004  ______________________________________________________________________
 HN0004* NAD 83(1986) POSITION- 37 58 31.     (N) 110 29 30.     (W)   SCALED
 HN0004* NAVD 88 ORTHO HEIGHT -  1261.933 (meters)     4140.19  (feet) ADJUSTED
 HN0004  ______________________________________________________________________
 HN0004  GEOID HEIGHT    -        -20.646 (meters)                     GEOID18
 HN0004  DYNAMIC HEIGHT  -       1260.642 (meters)     4135.96  (feet) COMP
 HN0004  MODELED GRAVITY -    979,563.2   (mgal)                       NAVD 88
 HN0004
 HN0004  VERT ORDER      -  FIRST     CLASS II
 HN0004
 HN0004.The horizontal coordinates were scaled from a map and have
 HN0004.an estimated accuracy of +/- 6 seconds.
 HN0004
 HN0004.The orthometric height was determined by differential leveling and
 HN0004.adjusted by the NATIONAL GEODETIC SURVEY
 HN0004.in June 1991.
 HN0004
 HN0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0004.GEOID18 height accuracy estimate available here.
 HN0004
 HN0004.Click photographs - Photos may exist for this station.
 HN0004
 HN0004.The dynamic height is computed by dividing the NAVD 88
 HN0004.geopotential number by the normal gravity value computed on the
 HN0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0004.degrees latitude (g = 980.6199 gals.).
 HN0004
 HN0004.The modeled gravity was interpolated from observed gravity values.
 HN0004
 HN0004;                    North         East    Units  Estimated Accuracy
 HN0004;SPC UT S     - 3,145,710.      588,590.      MT  (+/- 180 meters Scaled)
 HN0004
 HN0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH446031(NAD 83)
 HN0004
 HN0004                          SUPERSEDED SURVEY CONTROL
 HN0004
 HN0004  NGVD 29 (??/??/92) 1260.960  (m)         4137.00   (f) ADJ UNCH    1 2
 HN0004
 HN0004.Superseded values are not recommended for survey control.
 HN0004
 HN0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0004.See file dsdata.pdf to determine how the superseded data were derived.
 HN0004
 HN0004_MARKER: DB = BENCH MARK DISK
 HN0004_SETTING: 66 = SET IN ROCK OUTCROP
 HN0004_STAMPING: X 113 1958
 HN0004_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0004+STABILITY: POSITION/ELEVATION WELL
 HN0004
 HN0004  HISTORY     - Date     Condition        Report By
 HN0004  HISTORY     - 1958     MONUMENTED       CGS
 HN0004  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0004  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0004
 HN0004                          STATION DESCRIPTION
 HN0004
 HN0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0004'36.6 MI SE FROM HANKSVILLE.
 HN0004'ABOUT 36.6 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE
 HN0004'SCHOOL AT HANKSVILLE, 0.1 MILE SOUTH OF A CROSSING OF NORTH WASH, 0.2
 HN0004'MILE NORTH OF A CROSSING OF NORTH WASH, 38 FEET EAST OF THE CENTER
 HN0004'LINE OF THE HIGHWAY, 72 FEET EAST AND ACROSS THE HIGHWAY FROM THE FACE
 HN0004'OF A BLUFF WITH ERODED POTHOLES, 64 FEET EAST AND ACROSS THE HIGHWAY
 HN0004'FROM THE NORTHEAST ONE OF SEVERAL LARGE BOULDERS, IN THE TOP OF
 HN0004'SANDSTONE BED ROCK, 2 FEET SOUTH OF A 4-FOOT BOULDER WHICH HAS A CAIRN
 HN0004'ON ITS TOP AND ABOUT LEVEL WITH THE HIGHWAY.
 HN0004
 HN0004                          STATION RECOVERY (1982)
 HN0004
 HN0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0004'MARK NOT FOUND.
 HN0004
 HN0004                          STATION RECOVERY (1982)
 HN0004
 HN0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0004'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0036 ***********************************************************************
 HN0036  DESIGNATION -  X 114
 HN0036  PID         -  HN0036
 HN0036  STATE/COUNTY-  UT/SAN JUAN
 HN0036  COUNTRY     -  US
 HN0036  USGS QUAD   -  COPPER POINT (2017)
 HN0036
 HN0036                         *CURRENT SURVEY CONTROL
 HN0036  ______________________________________________________________________
 HN0036* NAD 83(1986) POSITION- 37 48 17.     (N) 110 19 05.     (W)   SCALED
 HN0036* NAVD 88 ORTHO HEIGHT -  1378.176 (meters)     4521.57  (feet) ADJUSTED
 HN0036  ______________________________________________________________________
 HN0036  GEOID HEIGHT    -        -20.995 (meters)                     GEOID18
 HN0036  DYNAMIC HEIGHT  -       1376.691 (meters)     4516.69  (feet) COMP
 HN0036  MODELED GRAVITY -    979,504.8   (mgal)                       NAVD 88
 HN0036
 HN0036  VERT ORDER      -  FIRST     CLASS II
 HN0036
 HN0036.The horizontal coordinates were scaled from a map and have
 HN0036.an estimated accuracy of +/- 6 seconds.
 HN0036
 HN0036.The orthometric height was determined by differential leveling and
 HN0036.adjusted by the NATIONAL GEODETIC SURVEY
 HN0036.in June 1991.
 HN0036
 HN0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0036.GEOID18 height accuracy estimate available here.
 HN0036
 HN0036.Click photographs - Photos may exist for this station.
 HN0036
 HN0036.The dynamic height is computed by dividing the NAVD 88
 HN0036.geopotential number by the normal gravity value computed on the
 HN0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0036.degrees latitude (g = 980.6199 gals.).
 HN0036
 HN0036.The modeled gravity was interpolated from observed gravity values.
 HN0036
 HN0036;                    North         East    Units  Estimated Accuracy
 HN0036;SPC UT S     - 3,126,960.      604,080.      MT  (+/- 180 meters Scaled)
 HN0036
 HN0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG600843(NAD 83)
 HN0036
 HN0036                          SUPERSEDED SURVEY CONTROL
 HN0036
 HN0036  NGVD 29 (??/??/92) 1377.178  (m)         4518.29   (f) ADJ UNCH    1 2
 HN0036
 HN0036.Superseded values are not recommended for survey control.
 HN0036
 HN0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0036.See file dsdata.pdf to determine how the superseded data were derived.
 HN0036
 HN0036_MARKER: DB = BENCH MARK DISK
 HN0036_SETTING: 66 = SET IN ROCK OUTCROP
 HN0036_STAMPING: X 114 1958
 HN0036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0036+STABILITY: POSITION/ELEVATION WELL
 HN0036
 HN0036  HISTORY     - Date     Condition        Report By
 HN0036  HISTORY     - 1958     MONUMENTED       CGS
 HN0036  HISTORY     - 1982     GOOD             USGS
 HN0036  HISTORY     - 1982     GOOD             USGS
 HN0036
 HN0036                          STATION DESCRIPTION
 HN0036
 HN0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0036'16.05 MI NW FROM FRY CANYON.
 HN0036'ABOUT 16.05 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST
 HN0036'OFFICE AT FRY CANYON, 0.2 MILE SOUTHEAST OF A SHARP TURN THAT IS AT
 HN0036'THE SUMMIT OF A RIDGE, IN THE TOP OF THE SOUTHEAST END OF A 4 X
 HN0036'60-FOOT SANDSTONE OUTCROP, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HN0036'HIGHWAY, 3 FEET NORTHEAST OF A CAIRN, 2 FEET HIGHER THAN THE HIGHWAY
 HN0036'AND ABOUT 1 FOOT ABOVE THE GROUND.
 HN0036
 HN0036                          STATION RECOVERY (1982)
 HN0036
 HN0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0036'ABOUT 16.05 MILES NORTHWEST ALONF STATE HIGHWAY 95 FROM THE POST
 HN0036'OFFICE AT FRY CANYON AT THE BEGINNING OF A SHARP CURVE AT THE SUMMIT
 HN0036'OF A RIDGE IN THE TOP OF THE SOUTHEAST END OF A 4 X 60 FOOT SANDSTONE
 HN0036'OUTCROP, 90' SW OF THE CENTER LINE OF THE HIGHWAY, 3 FEET NORTHEAST
 HN0036'OF A CAIRN.
 HN0036
 HN0036                          STATION RECOVERY (1982)
 HN0036
 HN0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0036'ABOUT 16.05 MILES NORTHWEST ALONF STATE HIGHWAY 95 FROM THE POST
 HN0036'OFFICE AT FRY CANYON AT THE BEGINNING OF A SHARP CURVE AT THE SUMMIT
 HN0036'OF A RIDGE IN THE TOP OF THE SOUTHEAST END OF A 4 X 60 FOOT SANDSTONE
 HN0036'OUTCROP, 90' SW OF THE CENTER LINE OF THE HIGHWAY, 3 FEET NORTHEAST
 HN0036'OF A CAIRN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0061 ***********************************************************************
 HN0061  DESIGNATION -  X 115
 HN0061  PID         -  HN0061
 HN0061  STATE/COUNTY-  UT/SAN JUAN
 HN0061  COUNTRY     -  US
 HN0061  USGS QUAD   -  THE CHEESEBOX (2017)
 HN0061
 HN0061                         *CURRENT SURVEY CONTROL
 HN0061  ______________________________________________________________________
 HN0061* NAD 83(1986) POSITION- 37 37 43.     (N) 110 05 06.     (W)   SCALED
 HN0061* NAVD 88 ORTHO HEIGHT -  1782.473 (meters)     5848.00  (feet) ADJUSTED
 HN0061  ______________________________________________________________________
 HN0061  GEOID HEIGHT    -        -20.023 (meters)                     GEOID18
 HN0061  DYNAMIC HEIGHT  -       1780.436 (meters)     5841.31  (feet) COMP
 HN0061  MODELED GRAVITY -    979,424.0   (mgal)                       NAVD 88
 HN0061
 HN0061  VERT ORDER      -  FIRST     CLASS II
 HN0061
 HN0061.The horizontal coordinates were scaled from a map and have
 HN0061.an estimated accuracy of +/- 6 seconds.
 HN0061
 HN0061.The orthometric height was determined by differential leveling and
 HN0061.adjusted by the NATIONAL GEODETIC SURVEY
 HN0061.in June 1991.
 HN0061
 HN0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0061.GEOID18 height accuracy estimate available here.
 HN0061
 HN0061.Click photographs - Photos may exist for this station.
 HN0061
 HN0061.The dynamic height is computed by dividing the NAVD 88
 HN0061.geopotential number by the normal gravity value computed on the
 HN0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0061.degrees latitude (g = 980.6199 gals.).
 HN0061
 HN0061.The modeled gravity was interpolated from observed gravity values.
 HN0061
 HN0061;                    North         East    Units  Estimated Accuracy
 HN0061;SPC UT S     - 3,107,710.      624,900.      MT  (+/- 180 meters Scaled)
 HN0061
 HN0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG807650(NAD 83)
 HN0061
 HN0061                          SUPERSEDED SURVEY CONTROL
 HN0061
 HN0061  NGVD 29 (??/??/92) 1781.426  (m)         5844.56   (f) ADJ UNCH    1 2
 HN0061
 HN0061.Superseded values are not recommended for survey control.
 HN0061
 HN0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0061.See file dsdata.pdf to determine how the superseded data were derived.
 HN0061
 HN0061_MARKER: DB = BENCH MARK DISK
 HN0061_SETTING: 66 = SET IN ROCK OUTCROP
 HN0061_STAMPING: X 115 1958
 HN0061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0061+STABILITY: POSITION/ELEVATION WELL
 HN0061
 HN0061  HISTORY     - Date     Condition        Report By
 HN0061  HISTORY     - 1958     MONUMENTED       CGS
 HN0061  HISTORY     - 1982     GOOD             USGS
 HN0061  HISTORY     - 1982     GOOD             USGS
 HN0061
 HN0061                          STATION DESCRIPTION
 HN0061
 HN0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0061'5.3 MI E FROM FRY CANYON.
 HN0061'ABOUT 5.3 MILES EAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0061'FRY CANYON, IN R17E T36S S30, 0.25 MILE NORTHWEST OF A SUMMIT, IN THE
 HN0061'TOP OF A LARGE SANDSTONE OUTCROP, 106 FEET NORTHEAST OF THE CENTER
 HN0061'LINE OF THE HIGHWAY, 52 FEET NORTHEAST OF THE CENTER LINE OF A DIM
 HN0061'ROAD, 2 FEET SOUTHWEST OF A CRACK IN THE ROCK, 4 FEET SOUTHWEST OF A 2
 HN0061'1/2 FOOT WIDE BY 21 FOOT LONG NATURAL BRIDGE, 2 FEET SOUTHWEST OF A
 HN0061'WITNESS POST AND ABOUT 6 FEET LOWER THAN THE HIGHWAY.
 HN0061
 HN0061                          STATION RECOVERY (1982)
 HN0061
 HN0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0061'ABOUT 4.95 MILES SOUTHEAST ALONG STATE HWY. 95 FROM THE POST OFFICE
 HN0061'AT FRY CANYON, ON THE OUTSIDE OF A CURVE, 110 FEET NORTHEAST OF THE
 HN0061'CENTERLINE OF THE HWY., 4 FEET SOUTHWEST OF A 2 1/2 FOOT WIDE BY 21
 HN0061'FOOT LONG NATURAL BRIDGE, 2 FEET SOUTHWEST OF A WITNESS POST, AND SET
 HN0061'IN A ROCK OUTCROP FLUSH WITH THE GROUND.
 HN0061
 HN0061                          STATION RECOVERY (1982)
 HN0061
 HN0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0061'ABOUT 4.95 MILES SOUTHEAST ALONG STATE HWY. 95 FROM THE POST OFFICE
 HN0061'AT FRY CANYON, ON THE OUTSIDE OF A CURVE, 110 FEET NORTHEAST OF THE
 HN0061'CENTERLINE OF THE HWY., 4 FEET SOUTHWEST OF A 2 1/2 FOOT WIDE BY 21
 HN0061'FOOT LONG NATURAL BRIDGE, 2 FEET SOUTHWEST OF A WITNESS POST, AND SET
 HN0061'IN A ROCK OUTCROP FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0287 ***********************************************************************
 HM0287  DESIGNATION -  X 116
 HM0287  PID         -  HM0287
 HM0287  STATE/COUNTY-  UT/SAN JUAN
 HM0287  COUNTRY     -  US
 HM0287  USGS QUAD   -  SOUTH LONG POINT (2017)
 HM0287
 HM0287                         *CURRENT SURVEY CONTROL
 HM0287  ______________________________________________________________________
 HM0287* NAD 83(1986) POSITION- 37 32 51.     (N) 109 47 09.     (W)   SCALED
 HM0287* NAVD 88 ORTHO HEIGHT -  1976.209 (meters)     6483.61  (feet) ADJUSTED
 HM0287  ______________________________________________________________________
 HM0287  GEOID HEIGHT    -        -19.672 (meters)                     GEOID18
 HM0287  DYNAMIC HEIGHT  -       1973.858 (meters)     6475.90  (feet) COMP
 HM0287  MODELED GRAVITY -    979,369.5   (mgal)                       NAVD 88
 HM0287
 HM0287  VERT ORDER      -  FIRST     CLASS II
 HM0287
 HM0287.The horizontal coordinates were scaled from a map and have
 HM0287.an estimated accuracy of +/- 6 seconds.
 HM0287
 HM0287.The orthometric height was determined by differential leveling and
 HM0287.adjusted by the NATIONAL GEODETIC SURVEY
 HM0287.in June 1991.
 HM0287
 HM0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0287.GEOID18 height accuracy estimate available here.
 HM0287
 HM0287.Click photographs - Photos may exist for this station.
 HM0287
 HM0287.The dynamic height is computed by dividing the NAVD 88
 HM0287.geopotential number by the normal gravity value computed on the
 HM0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0287.degrees latitude (g = 980.6199 gals.).
 HM0287
 HM0287.The modeled gravity was interpolated from observed gravity values.
 HM0287
 HM0287;                    North         East    Units  Estimated Accuracy
 HM0287;SPC UT S     - 3,099,150.      651,470.      MT  (+/- 180 meters Scaled)
 HM0287
 HM0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG072563(NAD 83)
 HM0287
 HM0287                          SUPERSEDED SURVEY CONTROL
 HM0287
 HM0287  NGVD 29 (??/??/92) 1975.108  (m)         6480.00   (f) ADJ UNCH    1 2
 HM0287
 HM0287.Superseded values are not recommended for survey control.
 HM0287
 HM0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0287.See file dsdata.pdf to determine how the superseded data were derived.
 HM0287
 HM0287_MARKER: DB = BENCH MARK DISK
 HM0287_SETTING: 66 = SET IN ROCK OUTCROP
 HM0287_STAMPING: X 116 1958
 HM0287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0287+STABILITY: POSITION/ELEVATION WELL
 HM0287
 HM0287  HISTORY     - Date     Condition        Report By
 HM0287  HISTORY     - 1958     MONUMENTED       CGS
 HM0287  HISTORY     - 1959     GOOD             CGS
 HM0287
 HM0287                          STATION DESCRIPTION
 HM0287
 HM0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0287'26.6 MI W FROM BLANDING.
 HM0287'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0287'BLANDING, THENCE 22.7 MILES WEST ALONG STATE HIGHWAY 95, 0.15 MILE
 HM0287'EAST OF THE CROSSING OF DRY WASH, 52 YARDS SOUTHWEST OF A SUMMIT, IN
 HM0287'THE TOP OF A 7 X 8-FOOT SANDSTONE OUTCROP THAT PROJECTS ABOUT 1/2
 HM0287'FOOT, 55 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 30 FEET SOUTH
 HM0287'OF A WITNESS POST, 1 1/2 FEET NORTH OF A CAIRN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0311 ***********************************************************************
 HM0311  DESIGNATION -  X 117
 HM0311  PID         -  HM0311
 HM0311  STATE/COUNTY-  UT/SAN JUAN
 HM0311  COUNTRY     -  US
 HM0311  USGS QUAD   -  BLACK MESA BUTTE (2017)
 HM0311
 HM0311                         *CURRENT SURVEY CONTROL
 HM0311  ______________________________________________________________________
 HM0311* NAD 83(1986) POSITION- 37 33 35.0    (N) 109 33 41.4    (W)   HD_HELD2
 HM0311* NAVD 88 ORTHO HEIGHT -  1599.811 (meters)     5248.71  (feet) ADJUSTED
 HM0311  ______________________________________________________________________
 HM0311  GEOID HEIGHT    -        -20.063 (meters)                     GEOID18
 HM0311  DYNAMIC HEIGHT  -       1597.988 (meters)     5242.73  (feet) COMP
 HM0311  MODELED GRAVITY -    979,434.5   (mgal)                       NAVD 88
 HM0311
 HM0311  VERT ORDER      -  FIRST     CLASS II
 HM0311
 HM0311.The horizontal coordinates were established by autonomous hand held GPS
 HM0311.observations and have an estimated accuracy of +/- 10 meters.
 HM0311
 HM0311.The orthometric height was determined by differential leveling and
 HM0311.adjusted by the NATIONAL GEODETIC SURVEY
 HM0311.in June 1991.
 HM0311
 HM0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0311.GEOID18 height accuracy estimate available here.
 HM0311
 HM0311.Click photographs - Photos may exist for this station.
 HM0311
 HM0311.The dynamic height is computed by dividing the NAVD 88
 HM0311.geopotential number by the normal gravity value computed on the
 HM0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0311.degrees latitude (g = 980.6199 gals.).
 HM0311
 HM0311.The modeled gravity was interpolated from observed gravity values.
 HM0311
 HM0311;                    North         East    Units  Estimated Accuracy
 HM0311;SPC UT S     - 3,100,889.      671,257.      MT  (+/- 10 meters HH2 GPS)
 HM0311
 HM0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG2705157939(NAD 83)
 HM0311
 HM0311                          SUPERSEDED SURVEY CONTROL
 HM0311
 HM0311  NGVD 29 (??/??/92) 1598.791  (m)         5245.37   (f) ADJ UNCH    1 2
 HM0311
 HM0311.Superseded values are not recommended for survey control.
 HM0311
 HM0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0311.See file dsdata.pdf to determine how the superseded data were derived.
 HM0311
 HM0311_MARKER: DB = BENCH MARK DISK
 HM0311_SETTING: 80 = SET IN A BOULDER
 HM0311_STAMPING: X 117 1958
 HM0311_MARK LOGO: CGS
 HM0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0311+STABILITY: SURFACE MOTION
 HM0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0311+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2012
 HM0311
 HM0311  HISTORY     - Date     Condition        Report By
 HM0311  HISTORY     - 1958     MONUMENTED       CGS
 HM0311  HISTORY     - 1959     GOOD             CGS
 HM0311  HISTORY     - 1979     GOOD             NGS
 HM0311  HISTORY     - 1979     GOOD             NGS
 HM0311  HISTORY     - 20120906 GOOD             GEOCAC
 HM0311
 HM0311                          STATION DESCRIPTION
 HM0311
 HM0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0311'9.0 MI SW FROM BLANDING.
 HM0311'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0311'BLANDING, THENCE 5.1 MILES WEST ALONG STATE HIGHWAY 95, 0.1 MILE
 HM0311'NORTHEAST OF THE CROSSING OF A LARGE WASH, MIDWAY BETWEEN TWO CURVES,
 HM0311'IN THE TOP OF AN 8 X 10-FOOT SANDSTONE BOULDER WHICH PROJECTS 5 FEET,
 HM0311'61 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 41 FEET EAST OF THE
 HM0311'EAST END OF A 24-INCH PIPE CULVERT, 7 FEET WEST OF A WITNESS POST AND
 HM0311'ABOUT 9 FEET HIGHER THAN THE HIGHWAY.
 HM0311
 HM0311                          STATION RECOVERY (1979)
 HM0311
 HM0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0311'RECOVERED IN GOOD CONDITION.
 HM0311
 HM0311                          STATION RECOVERY (1979)
 HM0311
 HM0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0311'RECOVERED IN GOOD CONDITION.
 HM0311
 HM0311                          STATION RECOVERY (2012)
 HM0311
 HM0311'RECOVERY NOTE BY GEOCACHING 2012 (BA)
 HM0311'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0326 ***********************************************************************
 HN0326  DESIGNATION -  X 12
 HN0326  PID         -  HN0326
 HN0326  STATE/COUNTY-  UT/GARFIELD
 HN0326  COUNTRY     -  US
 HN0326  USGS QUAD   -  DEER POINT (2017)
 HN0326
 HN0326                         *CURRENT SURVEY CONTROL
 HN0326  ______________________________________________________________________
 HN0326* NAD 83(1986) POSITION- 37 40 29.     (N) 110 55 18.     (W)   SCALED
 HN0326* NAVD 88 ORTHO HEIGHT -  1309.576 (meters)     4296.50  (feet) POSTED
 HN0326  ______________________________________________________________________
 HN0326  GEOID HEIGHT    -        -21.508 (meters)                     GEOID18
 HN0326  DYNAMIC HEIGHT  -       1308.08  (meters)     4291.6   (feet) COMP
 HN0326  MODELED GRAVITY -    979,444.4   (mgal)                       NAVD 88
 HN0326
 HN0326  VERT ORDER      -  * POSTED, SEE BELOW
 HN0326
 HN0326.The horizontal coordinates were scaled from a map and have
 HN0326.an estimated accuracy of +/- 6 seconds.
 HN0326
 HN0326.The orthometric height was determined by differential leveling
 HN0326.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0326
 HN0326.* This is a POSTED BENCH MARK height.
 HN0326
 HN0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0326.GEOID18 height accuracy estimate available here.
 HN0326
 HN0326.Click photographs - Photos may exist for this station.
 HN0326
 HN0326.The dynamic height is computed by dividing the NAVD 88
 HN0326.geopotential number by the normal gravity value computed on the
 HN0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0326.degrees latitude (g = 980.6199 gals.).
 HN0326
 HN0326.The modeled gravity was interpolated from observed gravity values.
 HN0326
 HN0326;                    North         East    Units  Estimated Accuracy
 HN0326;SPC UT S     - 3,112,040.      551,020.      MT  (+/- 180 meters Scaled)
 HN0326
 HN0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG069697(NAD 83)
 HN0326
 HN0326                          SUPERSEDED SURVEY CONTROL
 HN0326
 HN0326  NGVD 29 (??/??/92) 1308.457  (m)         4292.83   (f) ADJ UNCH    1 2
 HN0326
 HN0326.Superseded values are not recommended for survey control.
 HN0326
 HN0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0326.See file dsdata.pdf to determine how the superseded data were derived.
 HN0326
 HN0326_MARKER: DB = BENCH MARK DISK
 HN0326_SETTING: 66 = SET IN ROCK OUTCROP
 HN0326_STAMPING: X 12 1921
 HN0326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0326+STABILITY: POSITION/ELEVATION WELL
 HN0326
 HN0326  HISTORY     - Date     Condition        Report By
 HN0326  HISTORY     - 1921     MONUMENTED       CGS
 HN0326
 HN0326                          STATION DESCRIPTION
 HN0326
 HN0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 HN0326'7.25 MI S FROM MULEY TANKS.
 HN0326'7-1/4 MILES SOUTH OF MULEY TANKS, GARFIELD COUNTY, 1/8 MILE NORTH OF
 HN0326'FOUNTAIN TANKS, 100 FEET WEST OF THE CENTERLINE OF HALL CREEK AT THE
 HN0326'POINT WHERE THE CREEK BENDS SHARPLY TO THE LEFT AFTER HEADING INTO A
 HN0326'WHITE SANDSTONE FORMATION, IN A WHITE SANDSTONE ROCK, NEAR A CAIRN,
 HN0326'AND 10 FEET HIGHER THAN THE BED OF THE CREEK.  A STANDARD DISK,
 HN0326'STAMPED X 12 1921.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0314 ***********************************************************************
 HO0314  DESIGNATION -  X 123
 HO0314  PID         -  HO0314
 HO0314  STATE/COUNTY-  UT/WASHINGTON
 HO0314  COUNTRY     -  US
 HO0314  USGS QUAD   -  ENTERPRISE (2017)
 HO0314
 HO0314                         *CURRENT SURVEY CONTROL
 HO0314  ______________________________________________________________________
 HO0314* NAD 83(1986) POSITION- 37 34 03.     (N) 113 43 01.     (W)   SCALED
 HO0314* NAVD 88 ORTHO HEIGHT -  1630.626 (meters)     5349.81  (feet) ADJUSTED
 HO0314  ______________________________________________________________________
 HO0314  GEOID HEIGHT    -        -23.259 (meters)                     GEOID18
 HO0314  DYNAMIC HEIGHT  -       1628.759 (meters)     5343.69  (feet) COMP
 HO0314  MODELED GRAVITY -    979,428.0   (mgal)                       NAVD 88
 HO0314
 HO0314  VERT ORDER      -  SECOND    CLASS 0
 HO0314
 HO0314.The horizontal coordinates were scaled from a map and have
 HO0314.an estimated accuracy of +/- 6 seconds.
 HO0314
 HO0314.The orthometric height was determined by differential leveling and
 HO0314.adjusted by the NATIONAL GEODETIC SURVEY
 HO0314.in June 1991.
 HO0314
 HO0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0314.GEOID18 height accuracy estimate available here.
 HO0314
 HO0314.Click photographs - Photos may exist for this station.
 HO0314
 HO0314.The dynamic height is computed by dividing the NAVD 88
 HO0314.geopotential number by the normal gravity value computed on the
 HO0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0314.degrees latitude (g = 980.6199 gals.).
 HO0314
 HO0314.The modeled gravity was interpolated from observed gravity values.
 HO0314
 HO0314;                    North         East    Units  Estimated Accuracy
 HO0314;SPC UT S     - 3,102,300.      304,170.      MT  (+/- 180 meters Scaled)
 HO0314
 HO0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG600613(NAD 83)
 HO0314
 HO0314                          SUPERSEDED SURVEY CONTROL
 HO0314
 HO0314  NGVD 29 (??/??/92) 1629.514  (m)         5346.16   (f) ADJ UNCH    2 0
 HO0314
 HO0314.Superseded values are not recommended for survey control.
 HO0314
 HO0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0314.See file dsdata.pdf to determine how the superseded data were derived.
 HO0314
 HO0314_MARKER: DB = BENCH MARK DISK
 HO0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0314_STAMPING: X 123 1934
 HO0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0314+STABILITY: SURFACE MOTION
 HO0314
 HO0314  HISTORY     - Date     Condition        Report By
 HO0314  HISTORY     - 1934     MONUMENTED       CGS
 HO0314  HISTORY     - 1972     MARK NOT FOUND   USGS
 HO0314
 HO0314                          STATION DESCRIPTION
 HO0314
 HO0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0314'0.7 MI S FROM ENTERPRISE.
 HO0314'0.7 MILE SOUTH ALONG THE 1934 ROUTE OF STATE HIGHWAY 18 FROM
 HO0314'ENTERPRISE, WASHINGTON COUNTY, AT THE SOUTHEAST EDGE OF TOWN, ON THE
 HO0314'OUTSIDE OF A RIGHT-ANGLE TURN IN THE HIGHWAY, 91 FEET NORTH OF A FENCE
 HO0314'LINE, AND 38 FEET WEST OF THE CENTERLINE OF THE OLD HIGHWAY.  A
 HO0314'STANDARD DISK, STAMPED X 123 1934 AND SET IN THE TOP OF A CONCRETE
 HO0314'POST.
 HO0314
 HO0314                          STATION RECOVERY (1972)
 HO0314
 HO0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HO0314'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0462 ***********************************************************************
 MR0462  DESIGNATION -  X 125
 MR0462  PID         -  MR0462
 MR0462  STATE/COUNTY-  UT/CACHE
 MR0462  COUNTRY     -  US
 MR0462  USGS QUAD   -  TEMPLE PEAK (2017)
 MR0462
 MR0462                         *CURRENT SURVEY CONTROL
 MR0462  ______________________________________________________________________
 MR0462* NAD 83(1986) POSITION- 41 48 51.     (N) 111 37 16.     (W)   SCALED
 MR0462* NAVD 88 ORTHO HEIGHT -  1682.082 (meters)     5518.63  (feet) ADJUSTED
 MR0462  ______________________________________________________________________
 MR0462  GEOID HEIGHT    -        -14.591 (meters)                     GEOID18
 MR0462  DYNAMIC HEIGHT  -       1680.740 (meters)     5514.23  (feet) COMP
 MR0462  MODELED GRAVITY -    979,766.6   (mgal)                       NAVD 88
 MR0462
 MR0462  VERT ORDER      -  SECOND    CLASS 0
 MR0462
 MR0462.The horizontal coordinates were scaled from a map and have
 MR0462.an estimated accuracy of +/- 6 seconds.
 MR0462
 MR0462.The orthometric height was determined by differential leveling and
 MR0462.adjusted by the NATIONAL GEODETIC SURVEY
 MR0462.in June 1991.
 MR0462
 MR0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0462.GEOID18 height accuracy estimate available here.
 MR0462
 MR0462.Click photographs - Photos may exist for this station.
 MR0462
 MR0462.The dynamic height is computed by dividing the NAVD 88
 MR0462.geopotential number by the normal gravity value computed on the
 MR0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0462.degrees latitude (g = 980.6199 gals.).
 MR0462
 MR0462.The modeled gravity was interpolated from observed gravity values.
 MR0462
 MR0462;                    North         East    Units  Estimated Accuracy
 MR0462;SPC UT N     - 1,164,460.      489,940.      MT  (+/- 180 meters Scaled)
 MR0462
 MR0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM484293(NAD 83)
 MR0462
 MR0462                          SUPERSEDED SURVEY CONTROL
 MR0462
 MR0462  NGVD 29 (??/??/92) 1680.888  (m)         5514.71   (f) ADJ UNCH    2 0
 MR0462
 MR0462.Superseded values are not recommended for survey control.
 MR0462
 MR0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0462.See file dsdata.pdf to determine how the superseded data were derived.
 MR0462
 MR0462_MARKER: DB = BENCH MARK DISK
 MR0462_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0462_SP_SET: BRIDGE
 MR0462_STAMPING: X 125 1934
 MR0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0462
 MR0462  HISTORY     - Date     Condition        Report By
 MR0462  HISTORY     - 1934     MONUMENTED       CGS
 MR0462
 MR0462                          STATION DESCRIPTION
 MR0462
 MR0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0462'14.5 MI NE FROM LOGAN.
 MR0462'ABOUT 14.5 MILES NORTHEAST ALONG U.S. HIGHWAY 89 FROM THE JUNIOR HIGH
 MR0462'SCHOOL AT LOGAN, CACHE COUNTY, ABOUT 115 FEET EAST OF THE CENTER LINE
 MR0462'OF THE ROAD LEADING TO THE OLD JUNIPER CAMP, ABOUT 85 FEET EAST OF THE
 MR0462'CENTER LINE OF THE ROAD LEADING TO SLOANS FLATS, AT A BRIDGE, IN THE
 MR0462'TOP OF THE NORTHWEST WING WALL, AND 22 FEET NORTH OF THE CENTER LINE
 MR0462'OF THE HIGHWAY.  A STANDARD DISK, STAMPED X 125 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0260 ***********************************************************************
 MR0260  DESIGNATION -  X 126
 MR0260  PID         -  MR0260
 MR0260  STATE/COUNTY-  UT/RICH
 MR0260  COUNTRY     -  US
 MR0260  USGS QUAD   -  SAGE CREEK (2017)
 MR0260
 MR0260                         *CURRENT SURVEY CONTROL
 MR0260  ______________________________________________________________________
 MR0260* NAD 83(1994) POSITION- 41 45 43.87864(N) 111 07 50.77664(W)   ADJUSTED
 MR0260* NAVD 88 ORTHO HEIGHT -  1915.499 (meters)     6284.43  (feet) ADJUSTED
 MR0260  ______________________________________________________________________
 MR0260  GEOID HEIGHT    -        -14.653 (meters)                     GEOID18
 MR0260  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 MR0260  DYNAMIC HEIGHT  -       1913.907 (meters)     6279.21  (feet) COMP
 MR0260  MODELED GRAVITY -    979,723.5   (mgal)                       NAVD 88
 MR0260
 MR0260  HORZ ORDER      -  SECOND
 MR0260  VERT ORDER      -  SECOND    CLASS 0
 MR0260
 MR0260.The horizontal coordinates were established by classical geodetic methods
 MR0260.and adjusted by the National Geodetic Survey in November 1997.
 MR0260
 MR0260.The orthometric height was determined by differential leveling and
 MR0260.adjusted by the NATIONAL GEODETIC SURVEY
 MR0260.in June 1991.
 MR0260
 MR0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0260.GEOID18 height accuracy estimate available here.
 MR0260
 MR0260.Click photographs - Photos may exist for this station.
 MR0260
 MR0260.The Laplace correction was computed from DEFLEC18 derived deflections.
 MR0260
 MR0260.The dynamic height is computed by dividing the NAVD 88
 MR0260.geopotential number by the normal gravity value computed on the
 MR0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0260.degrees latitude (g = 980.6199 gals.).
 MR0260
 MR0260.The modeled gravity was interpolated from observed gravity values.
 MR0260
 MR0260. The following values were computed from the NAD 83(1994) position.
 MR0260
 MR0260;                    North         East     Units Scale Factor Converg.
 MR0260;SPC UT N     - 1,158,744.741   530,704.320   MT  0.99999664   +0 14 36.4
 MR0260;SPC UT N     - 3,801,648.37  1,741,152.42   sFT  0.99999664   +0 14 36.4
 MR0260;SPC WY W     -   240,695.702   712,901.491   MT  1.00003082   -0 41 51.6
 MR0260;SPC WY W     -   789,682.48  2,338,910.98   sFT  1.00003082   -0 41 51.6
 MR0260;UTM  12      - 4,623,381.099   489,129.601   MT  0.99960145   -0 05 13.6
 MR0260
 MR0260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0260!SPC UT N     -   0.99970195  x   0.99999664  =   0.99969859
 MR0260!SPC WY W     -   0.99970195  x   1.00003082  =   0.99973276
 MR0260!UTM  12      -   0.99970195  x   0.99960145  =   0.99930352
 MR0260
 MR0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM8912923381(NAD 83)
 MR0260
 MR0260                          SUPERSEDED SURVEY CONTROL
 MR0260
 MR0260  NAD 83(1993)-  41 45 43.87854(N)    111 07 50.77670(W) AD(       ) 2
 MR0260  NAD 83(1986)-  41 45 43.86573(N)    111 07 50.77117(W) AD(       ) 2
 MR0260  NAD 27      -  41 45 44.06780(N)    111 07 48.06580(W) AD(       ) 2
 MR0260  NGVD 29 (??/??/92) 1914.207  (m)         6280.19   (f) ADJ UNCH    2 0
 MR0260  NGVD 29            1914.21   (m)         6280.2    (f) LEVELING    3  
 MR0260
 MR0260.Superseded values are not recommended for survey control.
 MR0260
 MR0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0260.See file dsdata.pdf to determine how the superseded data were derived.
 MR0260
 MR0260_MARKER: DB = BENCH MARK DISK
 MR0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0260_STAMPING: X-126 1934
 MR0260_MARK LOGO: CGS
 MR0260_PROJECTION: PROJECTING 30 CENTIMETERS
 MR0260_MAGNETIC: N = NO MAGNETIC MATERIAL
 MR0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0260+STABILITY: SURFACE MOTION
 MR0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0260+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2020
 MR0260
 MR0260  HISTORY     - Date     Condition        Report By
 MR0260  HISTORY     - 1934     MONUMENTED       CGS
 MR0260  HISTORY     - 1962     GOOD             CGS
 MR0260  HISTORY     - 20200928 GOOD             NGSTM
 MR0260
 MR0260                          STATION DESCRIPTION
 MR0260
 MR0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0260'IN SAGE JUNCTION.
 MR0260'ABOUT 0.2 MILE WEST OF RED BRICK SCHOOL HOUSE ON SOUTH SIDE OF STATE
 MR0260'HIGHWAY 51.  220 FEET SOUTHWEST OF WEST FENCE CORNER.  155 FEET
 MR0260'SOUTHEAST OF TELEPHONE JUNCTION POLE.  66 FEET SOUTHEAST OF CENTERLINE
 MR0260'OF STATE HIGHWAY 3.  60 FEET SOUTHWEST OF LARGE SIGN BOARD INDICATING
 MR0260'DISTANCES EAST.  TABLET SET IN PRECAST CONCRETE POST.
 MR0260
 MR0260                          STATION RECOVERY (1962)
 MR0260
 MR0260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 MR0260'BENCH MARK X 126 IS A STANDARD DISK, STAMPED X 126 1934, SET
 MR0260'IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.
 MR0260'IT IS 79 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD,
 MR0260'56 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 22 FEET SOUTH
 MR0260'OF THE TELEPHONE LINE POLE AND ABOUT THE SAME ELEVATION AS
 MR0260'THE STATION.
 MR0260'
 MR0260'THE SAGE CREEK JUNCTION.  TO REACH BENCH MARK Y 126 FROM THE
 MR0260'STATION, GO EASTERLY ON GRAVELED ROAD FOR 2.0 MILES TO A GATE
 MR0260'AND THE BENCH MARK ON THE RIGHT.
 MR0260
 MR0260                          STATION RECOVERY (2020)
 MR0260
 MR0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2020 (DW)
 MR0260'THE STATION IS 0.85 MI (1.37 KM) SOUTHERNLY ON UT ROUTE 16 FROM UT
 MR0260'ROUTE 30 AT SAGE CREEK JUNCTION, UT.  UT 16 WAS FORMERLY UT 3 AND US
 MR0260'89.  UT 30 WAS FORMERLY UT 51.  GRAVELED ROAD IS EAST STERLING LANE =
 MR0260'5000N BR25 AND FORMERLY US 89.  THERE IS NO WITNESS POST.  IT IS 9.157
 MR0260'M (30.0 FT) NORTHEAST OF TRIG STATION OTTER.  IT IS GRAVITY BASE
 MR0260'STATION "SAGE CREEK", DOD 3924.1, IGB 15611, HUS 1861.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0301 ***********************************************************************
 MR0301  DESIGNATION -  X 132
 MR0301  PID         -  MR0301
 MR0301  STATE/COUNTY-  UT/SUMMIT
 MR0301  COUNTRY     -  US
 MR0301  USGS QUAD   -  CASTLE ROCK (2017)
 MR0301
 MR0301                         *CURRENT SURVEY CONTROL
 MR0301  ______________________________________________________________________
 MR0301* NAD 83(1986) POSITION- 41 07 27.     (N) 111 10 48.     (W)   SCALED
 MR0301* NAVD 88 ORTHO HEIGHT -  1928.525 (meters)     6327.17  (feet) ADJUSTED
 MR0301  ______________________________________________________________________
 MR0301  GEOID HEIGHT    -        -15.459 (meters)                     GEOID18
 MR0301  DYNAMIC HEIGHT  -       1926.762 (meters)     6321.39  (feet) COMP
 MR0301  MODELED GRAVITY -    979,641.6   (mgal)                       NAVD 88
 MR0301
 MR0301  VERT ORDER      -  FIRST     CLASS II
 MR0301
 MR0301.The horizontal coordinates were scaled from a map and have
 MR0301.an estimated accuracy of +/- 6 seconds.
 MR0301
 MR0301.The orthometric height was determined by differential leveling and
 MR0301.adjusted by the NATIONAL GEODETIC SURVEY
 MR0301.in June 1991.
 MR0301
 MR0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0301.GEOID18 height accuracy estimate available here.
 MR0301
 MR0301.Click photographs - Photos may exist for this station.
 MR0301
 MR0301.The dynamic height is computed by dividing the NAVD 88
 MR0301.geopotential number by the normal gravity value computed on the
 MR0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0301.degrees latitude (g = 980.6199 gals.).
 MR0301
 MR0301.The modeled gravity was interpolated from observed gravity values.
 MR0301
 MR0301;                    North         East    Units  Estimated Accuracy
 MR0301;SPC UT N     - 1,087,870.      526,870.      MT  (+/- 180 meters Scaled)
 MR0301
 MR0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL848525(NAD 83)
 MR0301
 MR0301                          SUPERSEDED SURVEY CONTROL
 MR0301
 MR0301  NGVD 29 (??/??/92) 1927.136  (m)         6322.61   (f) ADJ UNCH    1 2
 MR0301
 MR0301.Superseded values are not recommended for survey control.
 MR0301
 MR0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0301.See file dsdata.pdf to determine how the superseded data were derived.
 MR0301
 MR0301_MARKER: DB = BENCH MARK DISK
 MR0301_SETTING: 66 = SET IN ROCK OUTCROP
 MR0301_STAMPING: X 132 1958
 MR0301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0301+STABILITY: POSITION/ELEVATION WELL
 MR0301
 MR0301  HISTORY     - Date     Condition        Report By
 MR0301  HISTORY     - 1958     MONUMENTED       CGS
 MR0301  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0301
 MR0301                          STATION DESCRIPTION
 MR0301
 MR0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0301'7.4 MI SW FROM WAHSATCH.
 MR0301'ABOUT 7.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0301'STATION AT WAHSATCH, 100 FEET SOUTHWEST OF MILEPOST 935, IN THE TOP OF
 MR0301'A LARGE RED SANDSTONE LEDGE, AT THE SOUTHWEST SLOPE OF A LARGE ROCKY
 MR0301'CLIFF, 54 FEET SOUTH OF THE SOUTH RAIL, 2 1/2 FEET SOUTH-SOUTHEAST OF
 MR0301'THE RIGHT OF WAY FENCE, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE
 MR0301'TRACKS.
 MR0301
 MR0301                          STATION RECOVERY (1983)
 MR0301
 MR0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0301'NOTE=THERE HAS BEEN EXTENSIVE GRADING AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0326 ***********************************************************************
 MR0326  DESIGNATION -  X 135
 MR0326  PID         -  MR0326
 MR0326  STATE/COUNTY-  UT/SUMMIT
 MR0326  COUNTRY     -  US
 MR0326  USGS QUAD   -  HENEFER (2017)
 MR0326
 MR0326                         *CURRENT SURVEY CONTROL
 MR0326  ______________________________________________________________________
 MR0326* NAD 83(1986) POSITION- 41 01 16.36   (N) 111 29 31.38   (W)   HD_HELD1
 MR0326* NAVD 88 ORTHO HEIGHT -  1624.767 (meters)     5330.59  (feet) ADJUSTED
 MR0326  ______________________________________________________________________
 MR0326  GEOID HEIGHT    -        -16.120 (meters)                     GEOID18
 MR0326  DYNAMIC HEIGHT  -       1623.349 (meters)     5325.94  (feet) COMP
 MR0326  MODELED GRAVITY -    979,695.4   (mgal)                       NAVD 88
 MR0326
 MR0326  VERT ORDER      -  FIRST     CLASS II
 MR0326
 MR0326.The horizontal coordinates were determined by differentially corrected
 MR0326.hand held GPS observations or other comparable positioning techniques
 MR0326.and have an estimated accuracy of +/- 3 meters.
 MR0326
 MR0326.The orthometric height was determined by differential leveling and
 MR0326.adjusted by the NATIONAL GEODETIC SURVEY
 MR0326.in June 1991.
 MR0326
 MR0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0326.GEOID18 height accuracy estimate available here.
 MR0326
 MR0326.Click photographs - Photos may exist for this station.
 MR0326
 MR0326.The dynamic height is computed by dividing the NAVD 88
 MR0326.geopotential number by the normal gravity value computed on the
 MR0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0326.degrees latitude (g = 980.6199 gals.).
 MR0326
 MR0326.The modeled gravity was interpolated from observed gravity values.
 MR0326
 MR0326;                    North         East    Units  Estimated Accuracy
 MR0326;SPC UT N     - 1,076,388.2     500,668.6     MT  (+/- 3 meters HH1 GPS) 
 MR0326
 MR0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL5863141228(NAD 83)
 MR0326
 MR0326                          SUPERSEDED SURVEY CONTROL
 MR0326
 MR0326  NGVD 29 (??/??/92) 1623.499  (m)         5326.43   (f) SUPERSEDED  1 2
 MR0326  NGVD 29 (06/08/92) 1623.593  (m)         5326.74   (f) ADJUSTED    1 2
 MR0326
 MR0326.Superseded values are not recommended for survey control.
 MR0326
 MR0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0326.See file dsdata.pdf to determine how the superseded data were derived.
 MR0326
 MR0326_MARKER: DB = BENCH MARK DISK
 MR0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0326_STAMPING: X 135 1958
 MR0326_MARK LOGO: CGS
 MR0326_PROJECTION: PROJECTING 15 CENTIMETERS
 MR0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0326+STABILITY: SURFACE MOTION
 MR0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0326+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2018
 MR0326
 MR0326  HISTORY     - Date     Condition        Report By
 MR0326  HISTORY     - 1958     MONUMENTED       CGS
 MR0326  HISTORY     - 1983     GOOD             NGS
 MR0326  HISTORY     - 20181201 GOOD             INDIV
 MR0326
 MR0326                          STATION DESCRIPTION
 MR0326
 MR0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0326'3.9 MI SE FROM DEVILS SLIDE.
 MR0326'ABOUT 3.9 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0326'STATION AT DEVILS SLIDE, 13 TELEPHONE POLES SOUTHEAST OF MILE POST
 MR0326'957, 218 FEET NORTHEAST OF THE NEAR RAIL OF THE MAIN TRACK, 200 FEET
 MR0326'NORTHEAST OF THE NEAR RAIL OF A SIDE TRACK, 181 FEET NORTHEAST OF THE
 MR0326'RAILROAD RIGHT OF WAY FENCE, 49 FEET WEST OF THE CENTER LINE OF OLD U.
 MR0326'S. HIGHWAY 30S, 2 FEET SOUTH OF A STOCK PEN FENCE, 2 FEET WEST OF A
 MR0326'METAL WITNESS POST, ABOUT 4 FEET BELOW THE TRACK, AND IN THE TOP OF A
 MR0326'CONCRETE POST PROJECTING 6 INCHES.
 MR0326
 MR0326                          STATION RECOVERY (1983)
 MR0326
 MR0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0326'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MR0326'EXCEPTION OF, ADD 8.4 METERS (27.6 FT) WEST OF A UTILITY POLE.
 MR0326
 MR0326                          STATION RECOVERY (2018)
 MR0326
 MR0326'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (CKC)
 MR0326'THE MARK IS 6.9 M (22.6 FT) SOUTH WEST OF A STOCK PIN FENCE AND 1.0 M
 MR0326'(3.2 FT) EAST OF A METAL WITNESS POST, 7.7 M (25.4 FT) SOUTHWEST OF A
 MR0326'PACIFICORP UTILITY POLE IDENTIFIED AS NUMBER 049300.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0095 ***********************************************************************
 HO0095  DESIGNATION -  X 137
 HO0095  PID         -  HO0095
 HO0095  STATE/COUNTY-  UT/KANE
 HO0095  COUNTRY     -  US
 HO0095  USGS QUAD   -  PETRIFIED HOLLOW (2017)
 HO0095
 HO0095                         *CURRENT SURVEY CONTROL
 HO0095  ______________________________________________________________________
 HO0095* NAD 83(1986) POSITION- 37 03 41.5    (N) 112 11 22.7    (W)   HD_HELD2
 HO0095* NAVD 88 ORTHO HEIGHT -  1706.271 (meters)     5597.99  (feet) ADJUSTED
 HO0095  ______________________________________________________________________
 HO0095  GEOID HEIGHT    -        -22.140 (meters)                     GEOID18
 HO0095  DYNAMIC HEIGHT  -       1704.247 (meters)     5591.35  (feet) COMP
 HO0095  MODELED GRAVITY -    979,384.7   (mgal)                       NAVD 88
 HO0095
 HO0095  VERT ORDER      -  FIRST     CLASS II
 HO0095
 HO0095.The horizontal coordinates were established by autonomous hand held GPS
 HO0095.observations and have an estimated accuracy of +/- 10 meters.
 HO0095
 HO0095.The orthometric height was determined by differential leveling and
 HO0095.adjusted by the NATIONAL GEODETIC SURVEY
 HO0095.in June 1991.
 HO0095
 HO0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0095.GEOID18 height accuracy estimate available here.
 HO0095
 HO0095.Click photographs - Photos may exist for this station.
 HO0095
 HO0095.The dynamic height is computed by dividing the NAVD 88
 HO0095.geopotential number by the normal gravity value computed on the
 HO0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0095.degrees latitude (g = 980.6199 gals.).
 HO0095
 HO0095.The modeled gravity was interpolated from observed gravity values.
 HO0095
 HO0095;                    North         East    Units  Estimated Accuracy
 HO0095;SPC UT S     - 3,044,049.      438,662.      MT  (+/- 10 meters HH2 GPS)
 HO0095
 HO0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG9423302359(NAD 83)
 HO0095
 HO0095                          SUPERSEDED SURVEY CONTROL
 HO0095
 HO0095  NGVD 29 (??/??/92) 1705.238  (m)         5594.60   (f) ADJ UNCH    1 2
 HO0095
 HO0095.Superseded values are not recommended for survey control.
 HO0095
 HO0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0095.See file dsdata.pdf to determine how the superseded data were derived.
 HO0095
 HO0095_MARKER: DB = BENCH MARK DISK
 HO0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0095_STAMPING: X 137 1962
 HO0095_MARK LOGO: CGS
 HO0095_PROJECTION: PROJECTING 10 CENTIMETERS
 HO0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0095+STABILITY: SURFACE MOTION
 HO0095
 HO0095  HISTORY     - Date     Condition        Report By
 HO0095  HISTORY     - 1962     MONUMENTED       CGS
 HO0095  HISTORY     - 1983     GOOD             NGS
 HO0095
 HO0095                          STATION DESCRIPTION
 HO0095
 HO0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0095'20.35 MI E FROM KANAB.
 HO0095'ABOUT 20.35 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY
 HO0095'SAINTS CHURCH AT KANAB, 269 FEET NORTHWEST OF AND ACROSS THE HIGHWAY
 HO0095'FROM MILEPOST NUMBER 20, 234 FEET NORTHWEST OF THE CENTERLINE OF THE
 HO0095'HIGHWAY, 94 FEET WEST-SOUTHWEST OF A TELEPHONE POLE NUMBER 6, 67 FEET
 HO0095'SOUTHWEST OF A METAL FRAME GATE AT THE ENTRANCE TO A PASTURE, 10 1/2
 HO0095'FEET SOUTHWEST OF A LIMITED ACCESS HIGHWAY SIGN POST, 1 1/2 FEET
 HO0095'SOUTHEAST OF A FENCE, 1.7 FEET SOUTHEAST OF A METAL WITNESS POST,
 HO0095'ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 HO0095'CONCRETE POST PROJECTING 3 INCHES.
 HO0095
 HO0095                          STATION RECOVERY (1983)
 HO0095
 HO0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0095'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  31.9 KM
 HO0095'(19.95 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0095'SAINTS IN KANAB, 1.75 KM (1.1 MI) NORTHEAST OF THE BRIDGE OVER THE
 HO0095'PETRIFIED HOLLOW WASH, 0.9 KM (0.55 MI) SOUTHWEST OF MILEPOST 45,
 HO0095'71.3 METERS (234 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 20.4 METERS
 HO0095'(67 FT) SOUTHWEST OF THE CENTER OF A DIRT ROAD, 18.3 METERS (60 FT)
 HO0095'SOUTHWEST OF THE SOUTHWEST GATE POST FOR A STEEL PIPE GATE, 1.8 METERS
 HO0095'(6 FT) SOUTHWEST OF A LIMITED ACCESS SIGN, 0.45 METER (1.5 FT)
 HO0095'SOUTHEAST OF THE RIGHT OF WAY FENCE.
 HO0095'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 HO0095'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0519 ***********************************************************************
 HN0519  DESIGNATION -  X 138
 HN0519  PID         -  HN0519
 HN0519  STATE/COUNTY-  UT/KANE
 HN0519  COUNTRY     -  US
 HN0519  USGS QUAD   -  FIVEMILE VALLEY (2017)
 HN0519
 HN0519                         *CURRENT SURVEY CONTROL
 HN0519  ______________________________________________________________________
 HN0519* NAD 83(1986) POSITION- 37 07 49.     (N) 111 58 38.     (W)   SCALED
 HN0519* NAVD 88 ORTHO HEIGHT -  1481.620 (meters)     4860.95  (feet) ADJUSTED
 HN0519  ______________________________________________________________________
 HN0519  GEOID HEIGHT    -        -22.455 (meters)                     GEOID18
 HN0519  DYNAMIC HEIGHT  -       1479.906 (meters)     4855.32  (feet) COMP
 HN0519  MODELED GRAVITY -    979,422.2   (mgal)                       NAVD 88
 HN0519
 HN0519  VERT ORDER      -  FIRST     CLASS II
 HN0519
 HN0519.The horizontal coordinates were scaled from a map and have
 HN0519.an estimated accuracy of +/- 6 seconds.
 HN0519
 HN0519.The orthometric height was determined by differential leveling and
 HN0519.adjusted by the NATIONAL GEODETIC SURVEY
 HN0519.in June 1991.
 HN0519
 HN0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0519.GEOID18 height accuracy estimate available here.
 HN0519
 HN0519.Click photographs - Photos may exist for this station.
 HN0519
 HN0519.The dynamic height is computed by dividing the NAVD 88
 HN0519.geopotential number by the normal gravity value computed on the
 HN0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0519.degrees latitude (g = 980.6199 gals.).
 HN0519
 HN0519.The modeled gravity was interpolated from observed gravity values.
 HN0519
 HN0519;                    North         East    Units  Estimated Accuracy
 HN0519;SPC UT S     - 3,051,560.      457,590.      MT  (+/- 180 meters Scaled)
 HN0519
 HN0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG131097(NAD 83)
 HN0519
 HN0519                          SUPERSEDED SURVEY CONTROL
 HN0519
 HN0519  NGVD 29 (??/??/92) 1480.636  (m)         4857.72   (f) ADJ UNCH    1 2
 HN0519
 HN0519.Superseded values are not recommended for survey control.
 HN0519
 HN0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0519.See file dsdata.pdf to determine how the superseded data were derived.
 HN0519
 HN0519_MARKER: DB = BENCH MARK DISK
 HN0519_SETTING: 80 = SET IN A BOULDER
 HN0519_STAMPING: X 138 1962
 HN0519_MARK LOGO: CGS
 HN0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0519+STABILITY: SURFACE MOTION
 HN0519
 HN0519  HISTORY     - Date     Condition        Report By
 HN0519  HISTORY     - 1962     MONUMENTED       CGS
 HN0519  HISTORY     - 1977     MARK NOT FOUND   USGS
 HN0519  HISTORY     - 1977     MARK NOT FOUND   USGS
 HN0519  HISTORY     - 1983     MARK NOT FOUND   NGS
 HN0519
 HN0519                          STATION DESCRIPTION
 HN0519
 HN0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0519'34.35 MI W FROM PAGE, AZ.
 HN0519'ABOUT 34.35 MILES WEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END OF
 HN0519'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.3 MILE NORTH OF MILEPOST
 HN0519'NUMBER 39, 290 FEET SOUTH OF A HIGHWAY POST NUMBERED FO 35, 101 FEET
 HN0519'WEST OF THE CENTERLINE OF THE HIGHWAY, 75 FEET SOUTHWEST OF THE WEST
 HN0519'END OF A METAL CULVERT, 59 FEET EAST OF A FENCE, 3.0 FEET WEST OF A
 HN0519'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 HN0519'SET IN THE TOP OF A BOULDER PROJECTING 8 INCHES.
 HN0519
 HN0519                          STATION RECOVERY (1977)
 HN0519
 HN0519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0519'MARK NOT FOUND.
 HN0519
 HN0519                          STATION RECOVERY (1977)
 HN0519
 HN0519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0519'MARK NOT FOUND.
 HN0519
 HN0519                          STATION RECOVERY (1983)
 HN0519
 HN0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0519'NOT RECOVERED.  GRADING IN THE DESCRIBED AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0543 ***********************************************************************
 HN0543  DESIGNATION -  X 139
 HN0543  PID         -  HN0543
 HN0543  STATE/COUNTY-  UT/KANE
 HN0543  COUNTRY     -  US
 HN0543  USGS QUAD   -  BIG WATER (2017)
 HN0543
 HN0543                         *CURRENT SURVEY CONTROL
 HN0543  ______________________________________________________________________
 HN0543* NAD 83(1986) POSITION- 37 03 00.1    (N) 111 37 33.2    (W)   HD_HELD2
 HN0543* NAVD 88 ORTHO HEIGHT -  1204.875 (meters)     3952.99  (feet) ADJUSTED
 HN0543  ______________________________________________________________________
 HN0543  GEOID HEIGHT    -        -23.306 (meters)                     GEOID18
 HN0543  DYNAMIC HEIGHT  -       1203.512 (meters)     3948.52  (feet) COMP
 HN0543  MODELED GRAVITY -    979,459.2   (mgal)                       NAVD 88
 HN0543
 HN0543  VERT ORDER      -  FIRST     CLASS II
 HN0543
 HN0543.The horizontal coordinates were established by autonomous hand held GPS
 HN0543.observations and have an estimated accuracy of +/- 10 meters.
 HN0543
 HN0543.The orthometric height was determined by differential leveling and
 HN0543.adjusted by the NATIONAL GEODETIC SURVEY
 HN0543.in June 1991.
 HN0543
 HN0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0543.GEOID18 height accuracy estimate available here.
 HN0543
 HN0543.Click photographs - Photos may exist for this station.
 HN0543
 HN0543.The dynamic height is computed by dividing the NAVD 88
 HN0543.geopotential number by the normal gravity value computed on the
 HN0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0543.degrees latitude (g = 980.6199 gals.).
 HN0543
 HN0543.The modeled gravity was interpolated from observed gravity values.
 HN0543
 HN0543;                    North         East    Units  Estimated Accuracy
 HN0543;SPC UT S     - 3,042,555.      488,801.      MT  (+/- 10 meters HH2 GPS)
 HN0543
 HN0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG4434700605(NAD 83)
 HN0543
 HN0543                          SUPERSEDED SURVEY CONTROL
 HN0543
 HN0543  NGVD 29 (??/??/92) 1203.961  (m)         3950.00   (f) ADJ UNCH    1 2
 HN0543
 HN0543.Superseded values are not recommended for survey control.
 HN0543
 HN0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0543.See file dsdata.pdf to determine how the superseded data were derived.
 HN0543
 HN0543_MARKER: DB = BENCH MARK DISK
 HN0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0543_STAMPING: X 139 1962
 HN0543_MARK LOGO: CGS
 HN0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0543+STABILITY: SURFACE MOTION
 HN0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HN0543+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2006
 HN0543
 HN0543  HISTORY     - Date     Condition        Report By
 HN0543  HISTORY     - 1962     MONUMENTED       CGS
 HN0543  HISTORY     - 1983     GOOD             NGS
 HN0543  HISTORY     - 20061223 GOOD             INDIV
 HN0543
 HN0543                          STATION DESCRIPTION
 HN0543
 HN0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0543'12.2 MI NW FROM PAGE, AZ.
 HN0543'ABOUT 12.2 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST
 HN0543'END OF THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.9 MILE NORTHWEST OF
 HN0543'A CONCRETE BRIDGE OVER BLUE POOL WASH, 0.4 MILE SOUTHEAST OF MILEPOST
 HN0543'NUMBER 60, 135 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 119
 HN0543'FEET SOUTHWEST OF A POWER POLE, 15 FEET NORTHWEST OF THE CENTERLINE OF
 HN0543'A TRAIL ROAD LEADING NORTHEAST, 3.5 FEET SOUTHWEST OF A FENCE, 1.4
 HN0543'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 7 FEET ABOVE THE LEVEL
 HN0543'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 HN0543'INCHES.
 HN0543
 HN0543                          STATION RECOVERY (1983)
 HN0543
 HN0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0543'RECOVERED IN GOOD CONDITION.  OMIT--0.4 MI SOUTHEAST OF MILEPOST 60.
 HN0543'ADD--0.83 KM (0.5 MI) NORTHWEST OF MILEPOST 4.
 HN0543
 HN0543                          STATION RECOVERY (2006)
 HN0543
 HN0543'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RW)
 HN0543'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0095 ***********************************************************************
 KN0095  DESIGNATION -  X 14
 KN0095  PID         -  KN0095
 KN0095  STATE/COUNTY-  UT/CARBON
 KN0095  COUNTRY     -  US
 KN0095  USGS QUAD   -  HELPER (2017)
 KN0095
 KN0095                         *CURRENT SURVEY CONTROL
 KN0095  ______________________________________________________________________
 KN0095* NAD 83(1986) POSITION- 39 44 12.     (N) 110 52 25.     (W)   SCALED
 KN0095* NAVD 88 ORTHO HEIGHT -  1874.822 (meters)     6150.98  (feet) ADJUSTED
 KN0095  ______________________________________________________________________
 KN0095  GEOID HEIGHT    -        -16.115 (meters)                     GEOID18
 KN0095  DYNAMIC HEIGHT  -       1872.942 (meters)     6144.81  (feet) COMP
 KN0095  MODELED GRAVITY -    979,557.4   (mgal)                       NAVD 88
 KN0095
 KN0095  VERT ORDER      -  FIRST     CLASS II
 KN0095
 KN0095.The horizontal coordinates were scaled from a map and have
 KN0095.an estimated accuracy of +/- 6 seconds.
 KN0095
 KN0095.The orthometric height was determined by differential leveling and
 KN0095.adjusted by the NATIONAL GEODETIC SURVEY
 KN0095.in June 1991.
 KN0095
 KN0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0095.GEOID18 height accuracy estimate available here.
 KN0095
 KN0095.Click photographs - Photos may exist for this station.
 KN0095
 KN0095.The dynamic height is computed by dividing the NAVD 88
 KN0095.geopotential number by the normal gravity value computed on the
 KN0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0095.degrees latitude (g = 980.6199 gals.).
 KN0095
 KN0095.The modeled gravity was interpolated from observed gravity values.
 KN0095
 KN0095;                    North         East    Units  Estimated Accuracy
 KN0095;SPC UT C     - 2,155,980.      553,690.      MT  (+/- 180 meters Scaled)
 KN0095
 KN0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ108985(NAD 83)
 KN0095
 KN0095                          SUPERSEDED SURVEY CONTROL
 KN0095
 KN0095  NGVD 29 (??/??/92) 1873.674  (m)         6147.21   (f) ADJ UNCH    1 2
 KN0095
 KN0095.Superseded values are not recommended for survey control.
 KN0095
 KN0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0095.See file dsdata.pdf to determine how the superseded data were derived.
 KN0095
 KN0095_MARKER: DB = BENCH MARK DISK
 KN0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0095_SP_SET: ABUTMENT
 KN0095_STAMPING: 6147.212 X 14 1927
 KN0095_MARK LOGO: CGS
 KN0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0095
 KN0095  HISTORY     - Date     Condition        Report By
 KN0095  HISTORY     - 1927     MONUMENTED       CGS
 KN0095  HISTORY     - 1934     GOOD             CGS
 KN0095
 KN0095                          STATION DESCRIPTION
 KN0095
 KN0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0095'0.6 MI N FROM CASTLEGATE.
 KN0095'0.6 MILE NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KN0095'CASTLEGATE, CARBON COUNTY, AT BRIDGE 630-68, IN THE TOP OF THE SOUTH
 KN0095'ABUTMENT, AND 8 FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 KN0095'DISK, STAMPED 6147.212 X 14 1927.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0090 ***********************************************************************
 HN0090  DESIGNATION -  X 140
 HN0090  PID         -  HN0090
 HN0090  STATE/COUNTY-  UT/SAN JUAN
 HN0090  COUNTRY     -  US
 HN0090  USGS QUAD   -  RED HOUSE SPRING (2017)
 HN0090
 HN0090                         *CURRENT SURVEY CONTROL
 HN0090  ______________________________________________________________________
 HN0090* NAD 83(1986) POSITION- 37 25 37.     (N) 110 13 38.     (W)   SCALED
 HN0090* NAVD 88 ORTHO HEIGHT -  1458.339 (meters)     4784.57  (feet) ADJUSTED
 HN0090  ______________________________________________________________________
 HN0090  GEOID HEIGHT    -        -21.100 (meters)                     GEOID18
 HN0090  DYNAMIC HEIGHT  -       1456.715 (meters)     4779.24  (feet) COMP
 HN0090  MODELED GRAVITY -    979,466.7   (mgal)                       NAVD 88
 HN0090
 HN0090  VERT ORDER      -  FIRST     CLASS II
 HN0090
 HN0090.The horizontal coordinates were scaled from a map and have
 HN0090.an estimated accuracy of +/- 6 seconds.
 HN0090
 HN0090.The orthometric height was determined by differential leveling and
 HN0090.adjusted by the NATIONAL GEODETIC SURVEY
 HN0090.in June 1991.
 HN0090
 HN0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0090.GEOID18 height accuracy estimate available here.
 HN0090
 HN0090.Click photographs - Photos may exist for this station.
 HN0090
 HN0090.The dynamic height is computed by dividing the NAVD 88
 HN0090.geopotential number by the normal gravity value computed on the
 HN0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0090.degrees latitude (g = 980.6199 gals.).
 HN0090
 HN0090.The modeled gravity was interpolated from observed gravity values.
 HN0090
 HN0090;                    North         East    Units  Estimated Accuracy
 HN0090;SPC UT S     - 3,085,150.      612,650.      MT  (+/- 180 meters Scaled)
 HN0090
 HN0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG683425(NAD 83)
 HN0090
 HN0090                          SUPERSEDED SURVEY CONTROL
 HN0090
 HN0090  NGVD 29 (??/??/92) 1457.374  (m)         4781.40   (f) ADJ UNCH    1 2
 HN0090
 HN0090.Superseded values are not recommended for survey control.
 HN0090
 HN0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0090.See file dsdata.pdf to determine how the superseded data were derived.
 HN0090
 HN0090_MARKER: DB = BENCH MARK DISK
 HN0090_SETTING: 66 = SET IN ROCK OUTCROP
 HN0090_STAMPING: X 140 1962
 HN0090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0090+STABILITY: POSITION/ELEVATION WELL
 HN0090
 HN0090  HISTORY     - Date     Condition        Report By
 HN0090  HISTORY     - 1962     MONUMENTED       CGS
 HN0090  HISTORY     - 1982     GOOD             USGS
 HN0090  HISTORY     - 1982     GOOD             USGS
 HN0090
 HN0090                          STATION DESCRIPTION
 HN0090
 HN0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0090'28.85 MI S FROM FRY CANYON.
 HN0090'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0090'AT FRY CANYON.  THENCE 16.35 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 HN0090'0.15 MILE NORTH OF A LONE CEDAR TREE ON THE EAST SIDE OF THE ROAD,
 HN0090'ABOUT 500 FEET WEST OF THE CENTER OF A WIDE SHALLOW WASH, 47 FEET
 HN0090'SOUTH OF THE CENTERLINE OF THE ROAD, 10.0 FEET WEST-SOUTHWEST OF A
 HN0090'ROCK CAIRN, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN
 HN0090'THE TOP OF A FLAT ROCK OUTCROP WHICH IS FLUSH WITH THE GROUND.
 HN0090
 HN0090                          STATION RECOVERY (1982)
 HN0090
 HN0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0090'FRY CANYON, 27.3 MILES SOUTH OF, ABOUT 12.0 MILES SOUTHEAST ALONG
 HN0090'STATE HWY. 95 FROM THE POST OFFICE AT FRY CANYON, THENCE 15.3 MILES
 HN0090'SOUTHWEST ALONG STATE HWY 263, AT A CROSSING OF A WIDE SHALLOW WASH,
 HN0090'OPPOSITE OF A STRAIGHT SECTION OF HIGHWAY BETWEEN A REVERSE CURVE,
 HN0090'224 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 47 FEET SOUTH OF
 HN0090'THE OLD HIGHWAY GRADE, 10 FEET WEST SOUTHWEST OF A ROCK CAIRN, AND
 HN0090'SET IN TOP OF A FLAT ROCK OUTCROP FLUSH WITH THE GROUND.
 HN0090
 HN0090                          STATION RECOVERY (1982)
 HN0090
 HN0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0090'FRY CANYON, 27.3 MILES SOUTH OF, ABOUT 12.0 MILES SOUTHEAST ALONG
 HN0090'STATE HWY. 95 FROM THE POST OFFICE AT FRY CANYON, THENCE 15.3 MILES
 HN0090'SOUTHWEST ALONG STATE HWY 263, AT A CROSSING OF A WIDE SHALLOW WASH,
 HN0090'OPPOSITE OF A STRAIGHT SECTION OF HIGHWAY BETWEEN A REVERSE CURVE,
 HN0090'224 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 47 FEET SOUTH OF
 HN0090'THE OLD HIGHWAY GRADE, 10 FEET WEST SOUTHWEST OF A ROCK CAIRN, AND
 HN0090'SET IN TOP OF A FLAT ROCK OUTCROP FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0100 ***********************************************************************
 HN0100  DESIGNATION -  X 141 RESET
 HN0100  PID         -  HN0100
 HN0100  STATE/COUNTY-  UT/SAN JUAN
 HN0100  COUNTRY     -  US
 HN0100  USGS QUAD   -  CLAY HILLS (2017)
 HN0100
 HN0100                         *CURRENT SURVEY CONTROL
 HN0100  ______________________________________________________________________
 HN0100* NAD 83(1986) POSITION- 37 25 11.     (N) 110 19 50.     (W)   SCALED
 HN0100* NAVD 88 ORTHO HEIGHT -  1677.55  (+/-2cm)     5503.8   (feet) VERTCON3
 HN0100  ______________________________________________________________________
 HN0100  GEOID HEIGHT    -        -21.408 (meters)                     GEOID18
 HN0100  VERT ORDER      -  ? (See Below)
 HN0100
 HN0100.The horizontal coordinates were scaled from a map and have
 HN0100.an estimated accuracy of +/- 6 seconds.
 HN0100
 HN0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 HN0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HN0100
 HN0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0100.GEOID18 height accuracy estimate available here.
 HN0100
 HN0100.The vertical order pertains to the NGVD 29 superseded value.
 HN0100
 HN0100.Click photographs - Photos may exist for this station.
 HN0100
 HN0100;                    North         East    Units  Estimated Accuracy
 HN0100;SPC UT S     - 3,084,220.      603,510.      MT  (+/- 180 meters Scaled)
 HN0100
 HN0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG592416(NAD 83)
 HN0100
 HN0100                          SUPERSEDED SURVEY CONTROL
 HN0100
 HN0100  NGVD 29 (??/??/92) 1676.519  (m)         5500.38   (f) ADJ UNCH       
 HN0100
 HN0100.Superseded values are not recommended for survey control.
 HN0100
 HN0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0100.See file dsdata.pdf to determine how the superseded data were derived.
 HN0100
 HN0100_MARKER: DB = BENCH MARK DISK
 HN0100_SETTING: 66 = SET IN ROCK OUTCROP
 HN0100_STAMPING: X 141 RESET 1970
 HN0100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0100+STABILITY: POSITION/ELEVATION WELL
 HN0100
 HN0100  HISTORY     - Date     Condition        Report By
 HN0100  HISTORY     - 1970     MONUMENTED       NGS
 HN0100
 HN0100                          STATION DESCRIPTION
 HN0100
 HN0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 HN0100'36.3 MI SW FROM FRY CANYON.
 HN0100'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0100'AT FRY CANYON, THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 HN0100'THENCE 4.3 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH CLAY
 HN0100'HILLS DIVIDE, 110 YARDS SOUTH SOUTHEAST OF A GRADED DIRT ROAD, 18 FEET
 HN0100'SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE DIRT ROAD, 8 FEET
 HN0100'NORTHWEST OF A SHORT 10 INCH CEDAR TREE, SET IN A DRILL HOLE IN AN
 HN0100'OUTCROP OF SANDSTONE IN A SMALL WASH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0137 ***********************************************************************
 HN0137  DESIGNATION -  X 142
 HN0137  PID         -  HN0137
 HN0137  STATE/COUNTY-  UT/SAN JUAN
 HN0137  COUNTRY     -  US
 HN0137  USGS QUAD   -  MONITOR BUTTE (2017)
 HN0137
 HN0137                         *CURRENT SURVEY CONTROL
 HN0137  ______________________________________________________________________
 HN0137* NAD 83(1986) POSITION- 37 11 44.     (N) 110 25 23.     (W)   SCALED
 HN0137* NAVD 88 ORTHO HEIGHT -  1209.907 (meters)     3969.50  (feet) ADJUSTED
 HN0137  ______________________________________________________________________
 HN0137  GEOID HEIGHT    -        -21.754 (meters)                     GEOID18
 HN0137  DYNAMIC HEIGHT  -       1208.599 (meters)     3965.21  (feet) COMP
 HN0137  MODELED GRAVITY -    979,509.1   (mgal)                       NAVD 88
 HN0137
 HN0137  VERT ORDER      -  FIRST     CLASS II
 HN0137
 HN0137.The horizontal coordinates were scaled from a map and have
 HN0137.an estimated accuracy of +/- 6 seconds.
 HN0137
 HN0137.The orthometric height was determined by differential leveling and
 HN0137.adjusted by the NATIONAL GEODETIC SURVEY
 HN0137.in June 1991.
 HN0137
 HN0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0137.GEOID18 height accuracy estimate available here.
 HN0137
 HN0137.Click photographs - Photos may exist for this station.
 HN0137
 HN0137.The dynamic height is computed by dividing the NAVD 88
 HN0137.geopotential number by the normal gravity value computed on the
 HN0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0137.degrees latitude (g = 980.6199 gals.).
 HN0137
 HN0137.The modeled gravity was interpolated from observed gravity values.
 HN0137
 HN0137;                    North         East    Units  Estimated Accuracy
 HN0137;SPC UT S     - 3,059,250.      595,610.      MT  (+/- 180 meters Scaled)
 HN0137
 HN0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG512167(NAD 83)
 HN0137
 HN0137                          SUPERSEDED SURVEY CONTROL
 HN0137
 HN0137  NGVD 29 (??/??/92) 1209.040  (m)         3966.66   (f) ADJ UNCH    1 2
 HN0137
 HN0137.Superseded values are not recommended for survey control.
 HN0137
 HN0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0137.See file dsdata.pdf to determine how the superseded data were derived.
 HN0137
 HN0137_MARKER: DB = BENCH MARK DISK
 HN0137_SETTING: 80 = SET IN A BOULDER
 HN0137_STAMPING: X 142 1962
 HN0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0137+STABILITY: SURFACE MOTION
 HN0137
 HN0137  HISTORY     - Date     Condition        Report By
 HN0137  HISTORY     - 1962     MONUMENTED       CGS
 HN0137  HISTORY     - 1982     GOOD             USGS
 HN0137  HISTORY     - 1982     GOOD             USGS
 HN0137
 HN0137                          STATION DESCRIPTION
 HN0137
 HN0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0137'14.9 MI NW FROM OLJATO.
 HN0137'ABOUT 14.9 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0137'FROM THE TRADING POST AT OLJATO, 15 FEET WEST OF THE CENTERLINE OF THE
 HN0137'DIRT ROAD, 3.8 FEET SOUTHEAST OF A METAL WITNESS POST, 3 1/2 FEET EAST
 HN0137'OF A ROCK CAIRN, ABOUT 1 FOOT ABOVE THE LEVEL OF THE DIRT ROAD, AND
 HN0137'SET IN THE TOP OF A LONG SANDSTONE BOULDER PROJECTING 8 INCHES.
 HN0137
 HN0137                          STATION RECOVERY (1982)
 HN0137
 HN0137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0137'FROM THE TRADING POST AT OLJETO, N. 2.3 MI ALONG PAVED RD. TO A
 HN0137'BLADED RD. LEADING TO COPPER CANYON, WNW ALONG BLADED RD 8.6 MI AT A
 HN0137'Y-RD, LEADING TO PLUTE FARMS, N ALONG RD. 5.8 MI AND TO BM. BM IS 15
 HN0137'FT W OF THE CENTERLINE OF THE RD., 3.8 FT SE. OF A METAL WITNESS
 HN0137'POST, 3.5 FT E. OF A ROCK CAIRN, IN THE SE CORNER, OF THE NW. QUARTER
 HN0137'OF SECTION. 25, T. 41 S., R. 13 E., A STANDARD DISK SET IN THE TOP OF
 HN0137'A LONG SANDSTONE BOULDER PROJECTING 8 INCHES.
 HN0137
 HN0137                          STATION RECOVERY (1982)
 HN0137
 HN0137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0137'FROM THE TRADING POST AT OLJETO, N. 2.3 MI ALONG PAVED RD. TO A
 HN0137'BLADED RD. LEADING TO COPPER CANYON, WNW ALONG BLADED RD 8.6 MI AT A
 HN0137'Y-RD, LEADING TO PLUTE FARMS, N ALONG RD. 5.8 MI AND TO BM. BM IS 15
 HN0137'FT W OF THE CENTERLINE OF THE RD., 3.8 FT SE. OF A METAL WITNESS
 HN0137'POST, 3.5 FT E. OF A ROCK CAIRN, IN THE SE CORNER, OF THE NW. QUARTER
 HN0137'OF SECTION. 25, T. 41 S., R. 13 E., A STANDARD DISK SET IN THE TOP OF
 HN0137'A LONG SANDSTONE BOULDER PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0559 ***********************************************************************
 HN0559  DESIGNATION -  X 143
 HN0559  PID         -  HN0559
 HN0559  STATE/COUNTY-  UT/KANE
 HN0559  COUNTRY     -  US
 HN0559  USGS QUAD   -  LONE ROCK (2017)
 HN0559
 HN0559                         *CURRENT SURVEY CONTROL
 HN0559  ______________________________________________________________________
 HN0559* NAD 83(1986) POSITION- 37 04 18.     (N) 111 34 35.     (W)   SCALED
 HN0559* NAVD 88 ORTHO HEIGHT -  1217.283 (meters)     3993.70  (feet) ADJUSTED
 HN0559  ______________________________________________________________________
 HN0559  GEOID HEIGHT    -        -23.295 (meters)                     GEOID18
 HN0559  DYNAMIC HEIGHT  -       1215.921 (meters)     3989.23  (feet) COMP
 HN0559  MODELED GRAVITY -    979,471.1   (mgal)                       NAVD 88
 HN0559
 HN0559  VERT ORDER      -  FIRST     CLASS II
 HN0559
 HN0559.The horizontal coordinates were scaled from a map and have
 HN0559.an estimated accuracy of +/- 6 seconds.
 HN0559
 HN0559.The orthometric height was determined by differential leveling and
 HN0559.adjusted by the NATIONAL GEODETIC SURVEY
 HN0559.in June 1991.
 HN0559
 HN0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0559.GEOID18 height accuracy estimate available here.
 HN0559
 HN0559.Click photographs - Photos may exist for this station.
 HN0559
 HN0559.The dynamic height is computed by dividing the NAVD 88
 HN0559.geopotential number by the normal gravity value computed on the
 HN0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0559.degrees latitude (g = 980.6199 gals.).
 HN0559
 HN0559.The modeled gravity was interpolated from observed gravity values.
 HN0559
 HN0559;                    North         East    Units  Estimated Accuracy
 HN0559;SPC UT S     - 3,044,950.      493,210.      MT  (+/- 180 meters Scaled)
 HN0559
 HN0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG487029(NAD 83)
 HN0559
 HN0559                          SUPERSEDED SURVEY CONTROL
 HN0559
 HN0559  NGVD 29 (??/??/92) 1216.386  (m)         3990.76   (f) ADJ UNCH    1 2
 HN0559
 HN0559.Superseded values are not recommended for survey control.
 HN0559
 HN0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0559.See file dsdata.pdf to determine how the superseded data were derived.
 HN0559
 HN0559_MARKER: DB = BENCH MARK DISK
 HN0559_SETTING: 66 = SET IN ROCK OUTCROP
 HN0559_STAMPING: X 143 1962
 HN0559_MARK LOGO: CGS
 HN0559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0559+STABILITY: POSITION/ELEVATION WELL
 HN0559
 HN0559  HISTORY     - Date     Condition        Report By
 HN0559  HISTORY     - 1962     MONUMENTED       CGS
 HN0559
 HN0559                          STATION DESCRIPTION
 HN0559
 HN0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0559'6.95 MI E FROM GLEN CANYON CITY.
 HN0559'ABOUT 6.45 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0559'SERVICE STATION AT GLEN CANYON CITY.  THENCE 0.25 MILE SOUTHWEST ALONG
 HN0559'THE BOTTOM OF A WASH LEADING TO A CANYON.  THENCE 0.25 MILE
 HN0559'SOUTH-SOUTHWEST THROUGH THE BOTTOM OF A CANYON, 89.0 FEET
 HN0559'NORTH-NORTHEAST OF A METAL WITNESS POST, 75 FEET WEST OF THE WEST RIM
 HN0559'OF A CANYON, AND SET IN THE TOP OF A ROCK LEDGE AT THE SOUTHEAST BASE
 HN0559'OF A MUSHROOM SHAPED ROCK FORMATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0391 ***********************************************************************
 HN0391  DESIGNATION -  X 144
 HN0391  PID         -  HN0391
 HN0391  STATE/COUNTY-  UT/KANE
 HN0391  COUNTRY     -  US
 HN0391  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0391
 HN0391                         *CURRENT SURVEY CONTROL
 HN0391  ______________________________________________________________________
 HN0391* NAD 83(1986) POSITION- 37 02 18.     (N) 111 23 45.     (W)   SCALED
 HN0391* NAVD 88 ORTHO HEIGHT -  1148.723 (meters)     3768.77  (feet) ADJUSTED
 HN0391  ______________________________________________________________________
 HN0391  GEOID HEIGHT    -        -23.435 (meters)                     GEOID18
 HN0391  DYNAMIC HEIGHT  -       1147.394 (meters)     3764.41  (feet) COMP
 HN0391  MODELED GRAVITY -    979,436.4   (mgal)                       NAVD 88
 HN0391
 HN0391  VERT ORDER      -  FIRST     CLASS II
 HN0391
 HN0391.The horizontal coordinates were scaled from a map and have
 HN0391.an estimated accuracy of +/- 6 seconds.
 HN0391
 HN0391.The orthometric height was determined by differential leveling and
 HN0391.adjusted by the NATIONAL GEODETIC SURVEY
 HN0391.in June 1991.
 HN0391
 HN0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0391.GEOID18 height accuracy estimate available here.
 HN0391
 HN0391.Click photographs - Photos may exist for this station.
 HN0391
 HN0391.The dynamic height is computed by dividing the NAVD 88
 HN0391.geopotential number by the normal gravity value computed on the
 HN0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0391.degrees latitude (g = 980.6199 gals.).
 HN0391
 HN0391.The modeled gravity was interpolated from observed gravity values.
 HN0391
 HN0391;                    North         East    Units  Estimated Accuracy
 HN0391;SPC UT S     - 3,041,250.      509,270.      MT  (+/- 180 meters Scaled)
 HN0391
 HN0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF647991(NAD 83)
 HN0391
 HN0391                          SUPERSEDED SURVEY CONTROL
 HN0391
 HN0391  NGVD 29 (??/??/92) 1147.796  (m)         3765.73   (f) ADJ UNCH    1 2
 HN0391
 HN0391.Superseded values are not recommended for survey control.
 HN0391
 HN0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0391.See file dsdata.pdf to determine how the superseded data were derived.
 HN0391
 HN0391_MARKER: DB = BENCH MARK DISK
 HN0391_SETTING: 66 = SET IN ROCK OUTCROP
 HN0391_STAMPING: X 144 1962
 HN0391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0391+STABILITY: POSITION/ELEVATION WELL
 HN0391
 HN0391  HISTORY     - Date     Condition        Report By
 HN0391  HISTORY     - 1962     MONUMENTED       CGS
 HN0391
 HN0391                          STATION DESCRIPTION
 HN0391
 HN0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0391'23.7 MI SE FROM GLEN CANYON CITY.
 HN0391'ABOUT 10.3 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0391'SERVICE STATION ON U. S. HIGHWAY 89 AT GLEN CANYON CITY.  THENCE 13.4
 HN0391'MILES SOUTHEAST ACROSS COUNTRY, 300 FEET SOUTHEAST OF THE FOOT OF A
 HN0391'CLIFF WHICH IS ON THE EAST SIDE OF COTTONWOOD WASH, 0.1 MILE NORTHEAST
 HN0391'OF THE MORE NORTHEASTERLY OF 2 LARGE ROUND MOUNDS OF ROCK, SET IN THE
 HN0391'TOP OF AN OUTCROPPING ROCK ON THE NORTH SLOPE OF A HILL WHICH HAS A
 HN0391'DEEP WASH AT ITS BASE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0475 ***********************************************************************
 HN0475  DESIGNATION -  X 145
 HN0475  PID         -  HN0475
 HN0475  STATE/COUNTY-  UT/KANE
 HN0475  COUNTRY     -  US
 HN0475  USGS QUAD   -  NAVAJO POINT (2017)
 HN0475
 HN0475                         *CURRENT SURVEY CONTROL
 HN0475  ______________________________________________________________________
 HN0475* NAD 83(1986) POSITION- 37 13 49.     (N) 111 00 14.     (W)   SCALED
 HN0475* NAVD 88 ORTHO HEIGHT -  1796.878 (meters)     5895.26  (feet) ADJUSTED
 HN0475  ______________________________________________________________________
 HN0475  GEOID HEIGHT    -        -22.671 (meters)                     GEOID18
 HN0475  DYNAMIC HEIGHT  -       1794.601 (meters)     5887.79  (feet) COMP
 HN0475  MODELED GRAVITY -    979,300.6   (mgal)                       NAVD 88
 HN0475
 HN0475  VERT ORDER      -  FIRST     CLASS II
 HN0475
 HN0475.The horizontal coordinates were scaled from a map and have
 HN0475.an estimated accuracy of +/- 6 seconds.
 HN0475
 HN0475.The orthometric height was determined by differential leveling and
 HN0475.adjusted by the NATIONAL GEODETIC SURVEY
 HN0475.in June 1991.
 HN0475
 HN0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0475.GEOID18 height accuracy estimate available here.
 HN0475
 HN0475.Click photographs - Photos may exist for this station.
 HN0475
 HN0475.The dynamic height is computed by dividing the NAVD 88
 HN0475.geopotential number by the normal gravity value computed on the
 HN0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0475.degrees latitude (g = 980.6199 gals.).
 HN0475
 HN0475.The modeled gravity was interpolated from observed gravity values.
 HN0475
 HN0475;                    North         East    Units  Estimated Accuracy
 HN0475;SPC UT S     - 3,062,670.      544,030.      MT  (+/- 180 meters Scaled)
 HN0475
 HN0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG996204(NAD 83)
 HN0475
 HN0475                          SUPERSEDED SURVEY CONTROL
 HN0475
 HN0475  NGVD 29 (??/??/92) 1795.760  (m)         5891.59   (f) ADJ UNCH    1 2
 HN0475
 HN0475.Superseded values are not recommended for survey control.
 HN0475
 HN0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0475.See file dsdata.pdf to determine how the superseded data were derived.
 HN0475
 HN0475_MARKER: DB = BENCH MARK DISK
 HN0475_SETTING: 80 = SET IN A BOULDER
 HN0475_STAMPING: X 145 1962
 HN0475_MARK LOGO: CGS
 HN0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0475+STABILITY: SURFACE MOTION
 HN0475
 HN0475  HISTORY     - Date     Condition        Report By
 HN0475  HISTORY     - 1962     MONUMENTED       CGS
 HN0475
 HN0475                          STATION DESCRIPTION
 HN0475
 HN0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0475'10.05 MI W FROM HOLE IN THE ROCK.
 HN0475'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0475'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0475'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0475'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0475'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0475'MILE SOUTHEAST ACROSS COUNTRY, ABOUT 100 YARDS SOUTHEAST OF THE EAST
 HN0475'END OF A SMALL EARTH DAM, 42 FEET NORTHEAST OF THE CENTERLINE OF A DIM
 HN0475'TRAIL ROAD, 36 FEET EAST OF A 16-INCH CEDAR TREE, 23.0 FEET NORTHEAST
 HN0475'OF A METAL WITNESS POST, AND SET IN THE TOP OF A LARGE BOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0313 ***********************************************************************
 HN0313  DESIGNATION -  X 146
 HN0313  PID         -  HN0313
 HN0313  STATE/COUNTY-  UT/KANE
 HN0313  COUNTRY     -  US
 HN0313  USGS QUAD   -  THE RINCON NE (2017)
 HN0313
 HN0313                         *CURRENT SURVEY CONTROL
 HN0313  ______________________________________________________________________
 HN0313* NAD 83(1986) POSITION- 37 28 25.     (N) 110 46 34.     (W)   SCALED
 HN0313* NAVD 88 ORTHO HEIGHT -  1187.303 (meters)     3895.34  (feet) ADJUSTED
 HN0313  ______________________________________________________________________
 HN0313  GEOID HEIGHT    -        -22.421 (meters)                     GEOID18
 HN0313  DYNAMIC HEIGHT  -       1185.973 (meters)     3890.98  (feet) COMP
 HN0313  MODELED GRAVITY -    979,470.9   (mgal)                       NAVD 88
 HN0313
 HN0313  VERT ORDER      -  FIRST     CLASS II
 HN0313
 HN0313.The horizontal coordinates were scaled from a map and have
 HN0313.an estimated accuracy of +/- 6 seconds.
 HN0313
 HN0313.The orthometric height was determined by differential leveling and
 HN0313.adjusted by the NATIONAL GEODETIC SURVEY
 HN0313.in June 1991.
 HN0313
 HN0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0313.GEOID18 height accuracy estimate available here.
 HN0313
 HN0313.Click photographs - Photos may exist for this station.
 HN0313
 HN0313.The dynamic height is computed by dividing the NAVD 88
 HN0313.geopotential number by the normal gravity value computed on the
 HN0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0313.degrees latitude (g = 980.6199 gals.).
 HN0313
 HN0313.The modeled gravity was interpolated from observed gravity values.
 HN0313
 HN0313;                    North         East    Units  Estimated Accuracy
 HN0313;SPC UT S     - 3,089,810.      564,030.      MT  (+/- 180 meters Scaled)
 HN0313
 HN0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG197474(NAD 83)
 HN0313
 HN0313                          SUPERSEDED SURVEY CONTROL
 HN0313
 HN0313  NGVD 29 (??/??/92) 1186.268  (m)         3891.95   (f) ADJ UNCH    1 2
 HN0313
 HN0313.Superseded values are not recommended for survey control.
 HN0313
 HN0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0313.See file dsdata.pdf to determine how the superseded data were derived.
 HN0313
 HN0313_MARKER: DB = BENCH MARK DISK
 HN0313_SETTING: 66 = SET IN ROCK OUTCROP
 HN0313_STAMPING: X 146 1962
 HN0313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0313+STABILITY: POSITION/ELEVATION WELL
 HN0313
 HN0313  HISTORY     - Date     Condition        Report By
 HN0313  HISTORY     - 1962     MONUMENTED       CGS
 HN0313
 HN0313                          STATION DESCRIPTION
 HN0313
 HN0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0313'14.7 MI S FROM HALL DIVIDE.
 HN0313'7.6 MILES SOUTH-SOUTHEAST ALONG HALL CREEK FROM THE TOP OF HALL
 HN0313'DIVIDE.  THENCE 7.1 MILES SOUTH-SOUTHEAST ACROSS COUNTRY TOWARDS THE
 HN0313'COLORADO RIVER, ABOUT 0.2 MILE NORTHWEST OF A DEEP WASH, SOUTH OF AND
 HN0313'AT THE FOOT OF A MESA, 39.0 FEET SOUTH OF A METAL WITNESS POST, AND
 HN0313'SET IN THE TOP OF A ROCK OUTCROP ABOUT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0250 ***********************************************************************
 HN0250  DESIGNATION -  X 147
 HN0250  PID         -  HN0250
 HN0250  STATE/COUNTY-  UT/SAN JUAN
 HN0250  COUNTRY     -  US
 HN0250  USGS QUAD   -  NOKAI DOME (2017)
 HN0250
 HN0250                         *CURRENT SURVEY CONTROL
 HN0250  ______________________________________________________________________
 HN0250* NAD 83(1986) POSITION- 37 21 52.     (N) 110 36 14.     (W)   SCALED
 HN0250* NAVD 88 ORTHO HEIGHT -  1281.779 (meters)     4205.30  (feet) ADJUSTED
 HN0250  ______________________________________________________________________
 HN0250  GEOID HEIGHT    -        -22.323 (meters)                     GEOID18
 HN0250  DYNAMIC HEIGHT  -       1280.288 (meters)     4200.41  (feet) COMP
 HN0250  MODELED GRAVITY -    979,425.2   (mgal)                       NAVD 88
 HN0250
 HN0250  VERT ORDER      -  FIRST     CLASS II
 HN0250
 HN0250.The horizontal coordinates were scaled from a map and have
 HN0250.an estimated accuracy of +/- 6 seconds.
 HN0250
 HN0250.The orthometric height was determined by differential leveling and
 HN0250.adjusted by the NATIONAL GEODETIC SURVEY
 HN0250.in June 1991.
 HN0250
 HN0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0250.GEOID18 height accuracy estimate available here.
 HN0250
 HN0250.Click photographs - Photos may exist for this station.
 HN0250
 HN0250.The dynamic height is computed by dividing the NAVD 88
 HN0250.geopotential number by the normal gravity value computed on the
 HN0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0250.degrees latitude (g = 980.6199 gals.).
 HN0250
 HN0250.The modeled gravity was interpolated from observed gravity values.
 HN0250
 HN0250;                    North         East    Units  Estimated Accuracy
 HN0250;SPC UT S     - 3,077,820.      579,380.      MT  (+/- 180 meters Scaled)
 HN0250
 HN0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG350353(NAD 83)
 HN0250
 HN0250                          SUPERSEDED SURVEY CONTROL
 HN0250
 HN0250  NGVD 29 (??/??/92) 1280.733  (m)         4201.87   (f) ADJ UNCH    1 2
 HN0250
 HN0250.Superseded values are not recommended for survey control.
 HN0250
 HN0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0250.See file dsdata.pdf to determine how the superseded data were derived.
 HN0250
 HN0250_MARKER: DB = BENCH MARK DISK
 HN0250_SETTING: 66 = SET IN ROCK OUTCROP
 HN0250_STAMPING: X 147 1962
 HN0250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0250+STABILITY: POSITION/ELEVATION WELL
 HN0250
 HN0250  HISTORY     - Date     Condition        Report By
 HN0250  HISTORY     - 1962     MONUMENTED       CGS
 HN0250
 HN0250                          STATION DESCRIPTION
 HN0250
 HN0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0250'56.95 MI SW FROM FRY CANYON.
 HN0250'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0250'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0250'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0250'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0250'TRAIL ROAD.  THENCE 2.35 MILES SOUTHWEST ALONG A TRAIL ROAD.  0.1 MILE
 HN0250'NORTH-NORTHWEST OF A GROVE OF COTTONWOOD TREES AND SOME OLD RUINS ON
 HN0250'THE NORTHEAST RIM OF A CANYON, NORTHWEST OF AND AT THE FOOT OF A CLIFF
 HN0250'WHICH IS ABOUT 60 FEET HIGH, 31 FEET SOUTHEAST OF THE CENTER LINE OF
 HN0250'THE ROAD, SET IN THE TOP OF A SANDSTONE OUTCROP AT THE BASE OF THE
 HN0250'CLIFF, AND ABOUT 7 FEET ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0305 ***********************************************************************
 HN0305  DESIGNATION -  X 148
 HN0305  PID         -  HN0305
 HN0305  STATE/COUNTY-  UT/KANE
 HN0305  COUNTRY     -  US
 HN0305  USGS QUAD   -  HALLS CROSSING (2017)
 HN0305
 HN0305                         *CURRENT SURVEY CONTROL
 HN0305  ______________________________________________________________________
 HN0305* NAD 83(1986) POSITION- 37 26 45.     (N) 110 44 27.     (W)   SCALED
 HN0305* NAVD 88 ORTHO HEIGHT -  1195.499 (meters)     3922.23  (feet) ADJUSTED
 HN0305  ______________________________________________________________________
 HN0305  GEOID HEIGHT    -        -22.496 (meters)                     GEOID18
 HN0305  DYNAMIC HEIGHT  -       1194.161 (meters)     3917.84  (feet) COMP
 HN0305  MODELED GRAVITY -    979,471.5   (mgal)                       NAVD 88
 HN0305
 HN0305  VERT ORDER      -  FIRST     CLASS II
 HN0305
 HN0305.The horizontal coordinates were scaled from a map and have
 HN0305.an estimated accuracy of +/- 6 seconds.
 HN0305
 HN0305.The orthometric height was determined by differential leveling and
 HN0305.adjusted by the NATIONAL GEODETIC SURVEY
 HN0305.in June 1991.
 HN0305
 HN0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0305.GEOID18 height accuracy estimate available here.
 HN0305
 HN0305.Click photographs - Photos may exist for this station.
 HN0305
 HN0305.The dynamic height is computed by dividing the NAVD 88
 HN0305.geopotential number by the normal gravity value computed on the
 HN0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0305.degrees latitude (g = 980.6199 gals.).
 HN0305
 HN0305.The modeled gravity was interpolated from observed gravity values.
 HN0305
 HN0305;                    North         East    Units  Estimated Accuracy
 HN0305;SPC UT S     - 3,086,750.      567,180.      MT  (+/- 180 meters Scaled)
 HN0305
 HN0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG229443(NAD 83)
 HN0305
 HN0305                          SUPERSEDED SURVEY CONTROL
 HN0305
 HN0305  NGVD 29 (??/??/92) 1194.472  (m)         3918.86   (f) ADJ UNCH    1 2
 HN0305
 HN0305.Superseded values are not recommended for survey control.
 HN0305
 HN0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0305.See file dsdata.pdf to determine how the superseded data were derived.
 HN0305
 HN0305_MARKER: DB = BENCH MARK DISK
 HN0305_SETTING: 66 = SET IN ROCK OUTCROP
 HN0305_STAMPING: X 148 1962
 HN0305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0305+STABILITY: POSITION/ELEVATION WELL
 HN0305
 HN0305  HISTORY     - Date     Condition        Report By
 HN0305  HISTORY     - 1962     MONUMENTED       CGS
 HN0305
 HN0305                          STATION DESCRIPTION
 HN0305
 HN0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0305'18.25 MI S FROM HALL DIVIDE.
 HN0305'7.6 MILES SOUTH-SOUTHEAST ALONG HALL CREEK FROM THE TOP OF HALL
 HN0305'DIVIDE.  THENCE 10.65 MILES SOUTH-SOUTHEAST ACROSS COUNTRY TO THE WEST
 HN0305'RIM OF THE COLORADO RIVER, 95 FEET NORTHWEST OF THE NORTHWEST EDGE OF
 HN0305'A 6-FOOT DEEP NATURAL SHAPED TUB WORN IN THE SANDSTONE, ABOUT 180 FEET
 HN0305'SOUTHWEST OF THE WEST RIM OF THE COLORADO RIVER, 3.0 FEET NORTH OF A
 HN0305'SMALL ROCK CAIRN, AND SET IN BEDROCK.  NOTE-- BENCH MARK IS 1.05 MILES
 HN0305'WEST OF AND ACROSS THE COLORADO RIVER FROM BENCH MARK W 148. AND IS
 HN0305'64.95 MILES SOUTHWEST OF FRY CANYON, UTAH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0220 ***********************************************************************
 HN0220  DESIGNATION -  X 149
 HN0220  PID         -  HN0220
 HN0220  STATE/COUNTY-  UT/SAN JUAN
 HN0220  COUNTRY     -  US
 HN0220  USGS QUAD   -  WILSON CREEK (2017)
 HN0220
 HN0220                         *CURRENT SURVEY CONTROL
 HN0220  ______________________________________________________________________
 HN0220* NAD 83(1986) POSITION- 37 14 10.     (N) 110 47 00.     (W)   SCALED
 HN0220* NAVD 88 ORTHO HEIGHT -  1457.625 (meters)     4782.22  (feet) ADJUSTED
 HN0220  ______________________________________________________________________
 HN0220  GEOID HEIGHT    -        -22.562 (meters)                     GEOID18
 HN0220  DYNAMIC HEIGHT  -       1455.969 (meters)     4776.79  (feet) COMP
 HN0220  MODELED GRAVITY -    979,444.2   (mgal)                       NAVD 88
 HN0220
 HN0220  VERT ORDER      -  FIRST     CLASS II
 HN0220
 HN0220.The horizontal coordinates were scaled from a map and have
 HN0220.an estimated accuracy of +/- 6 seconds.
 HN0220
 HN0220.The orthometric height was determined by differential leveling and
 HN0220.adjusted by the NATIONAL GEODETIC SURVEY
 HN0220.in June 1991.
 HN0220
 HN0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0220.GEOID18 height accuracy estimate available here.
 HN0220
 HN0220.Click photographs - Photos may exist for this station.
 HN0220
 HN0220.The dynamic height is computed by dividing the NAVD 88
 HN0220.geopotential number by the normal gravity value computed on the
 HN0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0220.degrees latitude (g = 980.6199 gals.).
 HN0220
 HN0220.The modeled gravity was interpolated from observed gravity values.
 HN0220
 HN0220;                    North         East    Units  Estimated Accuracy
 HN0220;SPC UT S     - 3,063,440.      563,590.      MT  (+/- 180 meters Scaled)
 HN0220
 HN0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG192210(NAD 83)
 HN0220
 HN0220                          SUPERSEDED SURVEY CONTROL
 HN0220
 HN0220  NGVD 29 (??/??/92) 1456.636  (m)         4778.98   (f) ADJ UNCH    1 2
 HN0220
 HN0220.Superseded values are not recommended for survey control.
 HN0220
 HN0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0220.See file dsdata.pdf to determine how the superseded data were derived.
 HN0220
 HN0220_MARKER: DB = BENCH MARK DISK
 HN0220_SETTING: 66 = SET IN ROCK OUTCROP
 HN0220_STAMPING: X 149 1962
 HN0220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0220+STABILITY: POSITION/ELEVATION WELL
 HN0220
 HN0220  HISTORY     - Date     Condition        Report By
 HN0220  HISTORY     - 1962     MONUMENTED       CGS
 HN0220
 HN0220                          STATION DESCRIPTION
 HN0220
 HN0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0220'74.95 MI SW FROM FRY CANYON.
 HN0220'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0220'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0220'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0220'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0220'TRAIL ROAD. THENCE 19.65 MILES SOUTHWEST ALONG A TRAIL ROAD. THENCE
 HN0220'0.7 MILE WEST-SOUTHWEST ACROSS COUNTRY TOWARD HOLE-IN-THE-ROCK, ABOUT
 HN0220'0.9 MILE WEST OF A SMALL AIRSTRIP ON THE TOP OF A MESA, SET IN THE TOP
 HN0220'OF A SLOPING SANDSTONE OUTCROP, 3 FEET SOUTH OF THE SOUTH BASE OF A
 HN0220'MESA, 4.8 FEET NORTHWEST OF A CAIRN, AND ABOUT 4 FEET ABOVE THE LEVEL
 HN0220'OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0332 ***********************************************************************
 JM0332  DESIGNATION -  X 15
 JM0332  PID         -  JM0332
 JM0332  STATE/COUNTY-  UT/GRAND
 JM0332  COUNTRY     -  US
 JM0332  USGS QUAD   -  HATCH MESA (2017)
 JM0332
 JM0332                         *CURRENT SURVEY CONTROL
 JM0332  ______________________________________________________________________
 JM0332* NAD 83(1986) POSITION- 38 55 28.5    (N) 109 56 04.0    (W)   HD_HELD2
 JM0332* NAVD 88 ORTHO HEIGHT -  1410.525 (meters)     4627.70  (feet) ADJUSTED
 JM0332  ______________________________________________________________________
 JM0332  GEOID HEIGHT    -        -20.378 (meters)                     GEOID18
 JM0332  DYNAMIC HEIGHT  -       1409.111 (meters)     4623.06  (feet) COMP
 JM0332  MODELED GRAVITY -    979,576.8   (mgal)                       NAVD 88
 JM0332
 JM0332  VERT ORDER      -  FIRST     CLASS II
 JM0332
 JM0332.The horizontal coordinates were established by autonomous hand held GPS
 JM0332.observations and have an estimated accuracy of +/- 10 meters.
 JM0332
 JM0332.The orthometric height was determined by differential leveling and
 JM0332.adjusted by the NATIONAL GEODETIC SURVEY
 JM0332.in June 1991.
 JM0332
 JM0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0332.GEOID18 height accuracy estimate available here.
 JM0332
 JM0332.Click photographs - Photos may exist for this station.
 JM0332
 JM0332.The dynamic height is computed by dividing the NAVD 88
 JM0332.geopotential number by the normal gravity value computed on the
 JM0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0332.degrees latitude (g = 980.6199 gals.).
 JM0332
 JM0332.The modeled gravity was interpolated from observed gravity values.
 JM0332
 JM0332;                    North         East    Units  Estimated Accuracy
 JM0332;SPC UT C     - 2,066,830.      635,759.      MT  (+/- 10 meters HH2 GPS)
 JM0332
 JM0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ9236708947(NAD 83)
 JM0332
 JM0332                          SUPERSEDED SURVEY CONTROL
 JM0332
 JM0332  NGVD 29 (??/??/92) 1409.497  (m)         4624.32   (f) ADJ UNCH    1 2
 JM0332
 JM0332.Superseded values are not recommended for survey control.
 JM0332
 JM0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0332.See file dsdata.pdf to determine how the superseded data were derived.
 JM0332
 JM0332_MARKER: DB = BENCH MARK DISK
 JM0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0332_STAMPING: 4624.325 X 15 1927
 JM0332_MARK LOGO: CGS
 JM0332_PROJECTION: PROJECTING 30 CENTIMETERS
 JM0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0332+STABILITY: SURFACE MOTION
 JM0332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0332+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2020
 JM0332
 JM0332  HISTORY     - Date     Condition        Report By
 JM0332  HISTORY     - 1927     MONUMENTED       CGS
 JM0332  HISTORY     - 1954     GOOD             CGS
 JM0332  HISTORY     - 1961     GOOD             CGS
 JM0332  HISTORY     - 20091029 GOOD             GEOCAC
 JM0332  HISTORY     - 20190923 GOOD             NGS
 JM0332  HISTORY     - 20200229 GOOD             INDIV
 JM0332
 JM0332                          STATION DESCRIPTION
 JM0332
 JM0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JM0332'12.9 MI W FROM THOMPSON.
 JM0332'12.9 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JM0332'THOMPSON, GRAND COUNTY, ABOUT 125 YARDS EAST OF THE SECTION HOUSE AT
 JM0332'FLOY, 60 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 30 FEET EAST
 JM0332'OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED 4624.325 X 15 1927 AND
 JM0332'SET IN THE TOP OF A CONCRETE POST.
 JM0332
 JM0332                          STATION RECOVERY (1961)
 JM0332
 JM0332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JM0332'RECOVERED IN GOOD CONDITION.
 JM0332
 JM0332                          STATION RECOVERY (2009)
 JM0332
 JM0332'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0332'SECTION HOUSE HAS BEEN REMOVED.
 JM0332
 JM0332                          STATION RECOVERY (2019)
 JM0332
 JM0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (DW)
 JM0332'THE STATION IS 12.9 MI (20.8 KM) WEST OF THOMPSON SPRINGS, UT, ALONG
 JM0332'UNION PACIFIC RAILROAD, AT THE FLAY SIDING, ABOUT 125 YDS (114 M)
 JM0332'EAST-SOUTHEAST OF TWO METAL SHACKS (FORMER LOCATION OF SECTION HOUSE),
 JM0332'20 YDS (18 M) NORTH OF CENTER OF MAINLINE TRACK, 30 FT (9 M) EAST OF
 JM0332'TELEPHONE POLE, ABOUT 240 YDS (220 M) EAST-SOUTHEAST OF GRAVEL ROAD
 JM0332'BLM 225, ABOUT 28 YDS (26 M) NORTHWEST OF (540) 3/4 MILEPOST AND ABOUT
 JM0332'20 YDS (18 M) NORTHEAST OF SIGNAL.  DISK IS SET A TOP A SQUARE
 JM0332'CONCRETE POST, PROJECTING ABOUT A FOOT.  THERE IS NO WITNESS POST.
 JM0332
 JM0332                          STATION RECOVERY (2020)
 JM0332
 JM0332'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 JM0332'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0339 ***********************************************************************
 HN0339  DESIGNATION -  X 150
 HN0339  PID         -  HN0339
 HN0339  STATE/COUNTY-  UT/KANE
 HN0339  COUNTRY     -  US
 HN0339  USGS QUAD   -  HALL MESA (2017)
 HN0339
 HN0339                         *CURRENT SURVEY CONTROL
 HN0339  ______________________________________________________________________
 HN0339* NAD 83(1986) POSITION- 37 30 28.     (N) 110 48 44.     (W)   SCALED
 HN0339* NAVD 88 ORTHO HEIGHT -  1151.504 (meters)     3777.89  (feet) ADJUSTED
 HN0339  ______________________________________________________________________
 HN0339  GEOID HEIGHT    -        -22.315 (meters)                     GEOID18
 HN0339  DYNAMIC HEIGHT  -       1150.199 (meters)     3773.61  (feet) COMP
 HN0339  MODELED GRAVITY -    979,460.5   (mgal)                       NAVD 88
 HN0339
 HN0339  VERT ORDER      -  FIRST     CLASS II
 HN0339
 HN0339.The horizontal coordinates were scaled from a map and have
 HN0339.an estimated accuracy of +/- 6 seconds.
 HN0339
 HN0339.The orthometric height was determined by differential leveling and
 HN0339.adjusted by the NATIONAL GEODETIC SURVEY
 HN0339.in June 1991.
 HN0339
 HN0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0339.GEOID18 height accuracy estimate available here.
 HN0339
 HN0339.Click photographs - Photos may exist for this station.
 HN0339
 HN0339.The dynamic height is computed by dividing the NAVD 88
 HN0339.geopotential number by the normal gravity value computed on the
 HN0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0339.degrees latitude (g = 980.6199 gals.).
 HN0339
 HN0339.The modeled gravity was interpolated from observed gravity values.
 HN0339
 HN0339;                    North         East    Units  Estimated Accuracy
 HN0339;SPC UT S     - 3,093,570.      560,810.      MT  (+/- 180 meters Scaled)
 HN0339
 HN0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG165512(NAD 83)
 HN0339
 HN0339                          SUPERSEDED SURVEY CONTROL
 HN0339
 HN0339  NGVD 29 (??/??/92) 1150.444  (m)         3774.42   (f) ADJ UNCH    1 2
 HN0339
 HN0339.Superseded values are not recommended for survey control.
 HN0339
 HN0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0339.See file dsdata.pdf to determine how the superseded data were derived.
 HN0339
 HN0339_MARKER: DB = BENCH MARK DISK
 HN0339_SETTING: 66 = SET IN ROCK OUTCROP
 HN0339_STAMPING: X 150 1962
 HN0339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0339+STABILITY: POSITION/ELEVATION WELL
 HN0339
 HN0339  HISTORY     - Date     Condition        Report By
 HN0339  HISTORY     - 1962     MONUMENTED       CGS
 HN0339
 HN0339                          STATION DESCRIPTION
 HN0339
 HN0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0339'10.35 MI S FROM HALL DIVIDE.
 HN0339'ABOUT 7.6 MILES SOUTH-SOUTHEAST ALONG HALL CREEK FROM THE TOP OF HALL
 HN0339'DIVIDE.  THENCE 2.75 MILES SOUTH-SOUTHEAST ACROSS COUNTRY TOWARDS THE
 HN0339'COLORADO RIVER, ABOUT 400 FEET SOUTHEAST OF THE CENTER OF A LARGE WASH
 HN0339'DRAINING NORTH, 73.0 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST, AND
 HN0339'SET IN THE TOP OF ROCK OUTCROP WHICH PROJECTS ABOUT 2 1/2 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0433 ***********************************************************************
 HN0433  DESIGNATION -  X 151
 HN0433  PID         -  HN0433
 HN0433  STATE/COUNTY-  UT/KANE
 HN0433  COUNTRY     -  US
 HN0433  USGS QUAD   -  SIT DOWN BENCH (2017)
 HN0433
 HN0433                         *CURRENT SURVEY CONTROL
 HN0433  ______________________________________________________________________
 HN0433* NAD 83(1986) POSITION- 37 08 08.     (N) 111 14 59.     (W)   SCALED
 HN0433* NAVD 88 ORTHO HEIGHT -  1352.655 (meters)     4437.84  (feet) ADJUSTED
 HN0433  ______________________________________________________________________
 HN0433  GEOID HEIGHT    -        -23.142 (meters)                     GEOID18
 HN0433  DYNAMIC HEIGHT  -       1351.067 (meters)     4432.63  (feet) COMP
 HN0433  MODELED GRAVITY -    979,411.0   (mgal)                       NAVD 88
 HN0433
 HN0433  VERT ORDER      -  FIRST     CLASS II
 HN0433
 HN0433.The horizontal coordinates were scaled from a map and have
 HN0433.an estimated accuracy of +/- 6 seconds.
 HN0433
 HN0433.The orthometric height was determined by differential leveling and
 HN0433.adjusted by the NATIONAL GEODETIC SURVEY
 HN0433.in June 1991.
 HN0433
 HN0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0433.GEOID18 height accuracy estimate available here.
 HN0433
 HN0433.Click photographs - Photos may exist for this station.
 HN0433
 HN0433.The dynamic height is computed by dividing the NAVD 88
 HN0433.geopotential number by the normal gravity value computed on the
 HN0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0433.degrees latitude (g = 980.6199 gals.).
 HN0433
 HN0433.The modeled gravity was interpolated from observed gravity values.
 HN0433
 HN0433;                    North         East    Units  Estimated Accuracy
 HN0433;SPC UT S     - 3,052,070.      522,240.      MT  (+/- 180 meters Scaled)
 HN0433
 HN0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG778099(NAD 83)
 HN0433
 HN0433                          SUPERSEDED SURVEY CONTROL
 HN0433
 HN0433  NGVD 29 (??/??/92) 1351.680  (m)         4434.64   (f) ADJ UNCH    1 2
 HN0433
 HN0433.Superseded values are not recommended for survey control.
 HN0433
 HN0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0433.See file dsdata.pdf to determine how the superseded data were derived.
 HN0433
 HN0433_MARKER: DB = BENCH MARK DISK
 HN0433_SETTING: 66 = SET IN ROCK OUTCROP
 HN0433_STAMPING: X 151 1962
 HN0433_MARK LOGO: CGS
 HN0433_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0433+STABILITY: POSITION/ELEVATION WELL
 HN0433
 HN0433  HISTORY     - Date     Condition        Report By
 HN0433  HISTORY     - 1962     MONUMENTED       CGS
 HN0433
 HN0433                          STATION DESCRIPTION
 HN0433
 HN0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0433'31.35 MI E FROM GLEN CANYON CITY.
 HN0433'ABOUT 17.75 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0433'SERVICE STATION AT GLEN CANYON CITY.  THENCE 8.8 MILES EAST ALONG A
 HN0433'DIM BULLDOZED TRAIL ROAD TO A SMALL POND SURROUNDED WITH TAMARISK
 HN0433'BUSHES.  THENCE 2.1 MILES EAST ACROSS COUNTRY TO THE WEST RIM OF LAST
 HN0433'CHANCE CREEK.  THENCE 0.7 MILE EAST ACROSS LAST CHANCE CREEK TO THE
 HN0433'EAST RIM OF LAST CHANCE CREEK.  THENCE 2.0 MILES NORTHEAST ACROSS
 HN0433'COUNTRY OVER GRAND BENCH, ON THE NORTHWEST RIM OF A WIDE WASH WHICH
 HN0433'FORMS A CANYON ENTERING LAST CHANCE CREEK, 163 FEET NORTHEAST OF A
 HN0433'ROCK CAIRN, 74 FEET EAST OF A METAL WITNESS POST, 17 FEET NORTHWEST OF
 HN0433'THE NORTHWEST RIM OF THE WASH, AND SET IN THE TOP OF A FLAT ROCK
 HN0433'OUTCROP WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0473 ***********************************************************************
 HN0473  DESIGNATION -  X 152
 HN0473  PID         -  HN0473
 HN0473  STATE/COUNTY-  UT/KANE
 HN0473  COUNTRY     -  US
 HN0473  USGS QUAD   -  NAVAJO POINT (2017)
 HN0473
 HN0473                         *CURRENT SURVEY CONTROL
 HN0473  ______________________________________________________________________
 HN0473* NAD 83(1986) POSITION- 37 13 30.     (N) 111 00 26.     (W)   SCALED
 HN0473* NAVD 88 ORTHO HEIGHT -  1874.693 (meters)     6150.56  (feet) ADJUSTED
 HN0473  ______________________________________________________________________
 HN0473  GEOID HEIGHT    -        -22.674 (meters)                     GEOID18
 HN0473  DYNAMIC HEIGHT  -       1872.284 (meters)     6142.65  (feet) COMP
 HN0473  MODELED GRAVITY -    979,280.1   (mgal)                       NAVD 88
 HN0473
 HN0473  VERT ORDER      -  FIRST     CLASS II
 HN0473
 HN0473.The horizontal coordinates were scaled from a map and have
 HN0473.an estimated accuracy of +/- 6 seconds.
 HN0473
 HN0473.The orthometric height was determined by differential leveling and
 HN0473.adjusted by the NATIONAL GEODETIC SURVEY
 HN0473.in June 1991.
 HN0473
 HN0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0473.GEOID18 height accuracy estimate available here.
 HN0473
 HN0473.Click photographs - Photos may exist for this station.
 HN0473
 HN0473.The dynamic height is computed by dividing the NAVD 88
 HN0473.geopotential number by the normal gravity value computed on the
 HN0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0473.degrees latitude (g = 980.6199 gals.).
 HN0473
 HN0473.The modeled gravity was interpolated from observed gravity values.
 HN0473
 HN0473;                    North         East    Units  Estimated Accuracy
 HN0473;SPC UT S     - 3,062,080.      543,730.      MT  (+/- 180 meters Scaled)
 HN0473
 HN0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG993198(NAD 83)
 HN0473
 HN0473                          SUPERSEDED SURVEY CONTROL
 HN0473
 HN0473  NGVD 29 (??/??/92) 1873.553  (m)         6146.82   (f) ADJ UNCH    1 2
 HN0473
 HN0473.Superseded values are not recommended for survey control.
 HN0473
 HN0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0473.See file dsdata.pdf to determine how the superseded data were derived.
 HN0473
 HN0473_MARKER: DB = BENCH MARK DISK
 HN0473_SETTING: 80 = SET IN A BOULDER
 HN0473_STAMPING: X 152 1962
 HN0473_MARK LOGO: CGS
 HN0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0473+STABILITY: SURFACE MOTION
 HN0473
 HN0473  HISTORY     - Date     Condition        Report By
 HN0473  HISTORY     - 1962     MONUMENTED       CGS
 HN0473
 HN0473                          STATION DESCRIPTION
 HN0473
 HN0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0473'11.0 MI W FROM HOLE IN THE ROCK.
 HN0473'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0473'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0473'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0473'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0473'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0473'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0473'PATH.  THENCE 0.5 MILE SOUTHEAST ACROSS COUNTRY AND UP A LONG RIDGE,
 HN0473'NEAR THE TOP OF THE RIDGE, SOUTHWEST OF FIFTYMILE POINT, 5.4 FEET
 HN0473'SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A LARGE BOULDER
 HN0473'WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0449 ***********************************************************************
 HN0449  DESIGNATION -  X 153
 HN0449  PID         -  HN0449
 HN0449  STATE/COUNTY-  UT/KANE
 HN0449  COUNTRY     -  US
 HN0449  USGS QUAD   -  NAVAJO POINT (2017)
 HN0449
 HN0449                         *CURRENT SURVEY CONTROL
 HN0449  ______________________________________________________________________
 HN0449* NAD 83(1986) POSITION- 37 09 20.     (N) 111 03 55.     (W)   SCALED
 HN0449* NAVD 88 ORTHO HEIGHT -  1694.866 (meters)     5560.57  (feet) ADJUSTED
 HN0449  ______________________________________________________________________
 HN0449  GEOID HEIGHT    -        -22.887 (meters)                     GEOID18
 HN0449  DYNAMIC HEIGHT  -       1692.788 (meters)     5553.76  (feet) COMP
 HN0449  MODELED GRAVITY -    979,345.9   (mgal)                       NAVD 88
 HN0449
 HN0449  VERT ORDER      -  FIRST     CLASS II
 HN0449
 HN0449.The horizontal coordinates were scaled from a map and have
 HN0449.an estimated accuracy of +/- 6 seconds.
 HN0449
 HN0449.The orthometric height was determined by differential leveling and
 HN0449.adjusted by the NATIONAL GEODETIC SURVEY
 HN0449.in June 1991.
 HN0449
 HN0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0449.GEOID18 height accuracy estimate available here.
 HN0449
 HN0449.Click photographs - Photos may exist for this station.
 HN0449
 HN0449.The dynamic height is computed by dividing the NAVD 88
 HN0449.geopotential number by the normal gravity value computed on the
 HN0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0449.degrees latitude (g = 980.6199 gals.).
 HN0449
 HN0449.The modeled gravity was interpolated from observed gravity values.
 HN0449
 HN0449;                    North         East    Units  Estimated Accuracy
 HN0449;SPC UT S     - 3,054,350.      538,620.      MT  (+/- 180 meters Scaled)
 HN0449
 HN0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG942121(NAD 83)
 HN0449
 HN0449                          SUPERSEDED SURVEY CONTROL
 HN0449
 HN0449  NGVD 29 (??/??/92) 1693.834  (m)         5557.19   (f) ADJ UNCH    1 2
 HN0449
 HN0449.Superseded values are not recommended for survey control.
 HN0449
 HN0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0449.See file dsdata.pdf to determine how the superseded data were derived.
 HN0449
 HN0449_MARKER: DB = BENCH MARK DISK
 HN0449_SETTING: 66 = SET IN ROCK OUTCROP
 HN0449_STAMPING: X 153 1962
 HN0449_MARK LOGO: CGS
 HN0449_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0449+STABILITY: POSITION/ELEVATION WELL
 HN0449
 HN0449  HISTORY     - Date     Condition        Report By
 HN0449  HISTORY     - 1962     MONUMENTED       CGS
 HN0449
 HN0449                          STATION DESCRIPTION
 HN0449
 HN0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0449'22.55 MI SW FROM HOLE-IN-THE-ROCK.
 HN0449'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0449'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0449'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0449'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0449'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0449'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0449'PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0449'HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0449'CLIFFS.  THENCE 2.4 MILES SOUTH-SOUTHEAST ALONG A COW PATH.  THENCE
 HN0449'3.1 MILES SOUTH ACROSS ROCKY COUNTRY TOWARDS NAVAJO POINT.  THENCE 3.0
 HN0449'MILES NORTHWEST ALONG A COW PATH AND AROUND NAVAJO POINT.  THENCE 2.3
 HN0449'MILES SOUTHWEST DOWNHILL AND ACROSS ROCKY COUNTRY LEADING TO BILLIE
 HN0449'FLAT TOP, WEST OF NAVAJO POINT, AT A RIDGE BETWEEN TWO CANYONS, 9.0
 HN0449'FEET SOUTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROCK
 HN0449'LEDGE WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0320 ***********************************************************************
 MS0320  DESIGNATION -  X 154
 MS0320  PID         -  MS0320
 MS0320  STATE/COUNTY-  UT/BOX ELDER
 MS0320  COUNTRY     -  US
 MS0320  USGS QUAD   -  LEMAY (2017)
 MS0320
 MS0320                         *CURRENT SURVEY CONTROL
 MS0320  ______________________________________________________________________
 MS0320* NAD 83(1986) POSITION- 41 17 38.     (N) 113 25 44.     (W)   SCALED
 MS0320* NAVD 88 ORTHO HEIGHT -  1285.771 (meters)     4218.40  (feet) ADJUSTED
 MS0320  ______________________________________________________________________
 MS0320  GEOID HEIGHT    -        -16.943 (meters)                     GEOID18
 MS0320  DYNAMIC HEIGHT  -       1284.869 (meters)     4215.44  (feet) COMP
 MS0320  MODELED GRAVITY -    979,877.1   (mgal)                       NAVD 88
 MS0320
 MS0320  VERT ORDER      -  SECOND    CLASS 0
 MS0320
 MS0320.The horizontal coordinates were scaled from a map and have
 MS0320.an estimated accuracy of +/- 6 seconds.
 MS0320
 MS0320.The orthometric height was determined by differential leveling and
 MS0320.adjusted by the NATIONAL GEODETIC SURVEY
 MS0320.in June 1991.
 MS0320
 MS0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0320.GEOID18 height accuracy estimate available here.
 MS0320
 MS0320.Click photographs - Photos may exist for this station.
 MS0320
 MS0320.The dynamic height is computed by dividing the NAVD 88
 MS0320.geopotential number by the normal gravity value computed on the
 MS0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0320.degrees latitude (g = 980.6199 gals.).
 MS0320
 MS0320.The modeled gravity was interpolated from observed gravity values.
 MS0320
 MS0320;                    North         East    Units  Estimated Accuracy
 MS0320;SPC UT N     - 1,108,460.      338,460.      MT  (+/- 180 meters Scaled)
 MS0320
 MS0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL966742(NAD 83)
 MS0320
 MS0320                          SUPERSEDED SURVEY CONTROL
 MS0320
 MS0320  NGVD 29 (??/??/92) 1284.778  (m)         4215.14   (f) ADJ UNCH    2 0
 MS0320
 MS0320.Superseded values are not recommended for survey control.
 MS0320
 MS0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0320.See file dsdata.pdf to determine how the superseded data were derived.
 MS0320
 MS0320_MARKER: DB = BENCH MARK DISK
 MS0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0320_STAMPING: X 154 1966
 MS0320_MARK LOGO: CGS
 MS0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0320+STABILITY: SURFACE MOTION
 MS0320
 MS0320  HISTORY     - Date     Condition        Report By
 MS0320  HISTORY     - 1966     MONUMENTED       CGS
 MS0320
 MS0320                          STATION DESCRIPTION
 MS0320
 MS0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0320'16.15 MI W FROM HOGUP.
 MS0320'16.15 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STOCK
 MS0320'PENS AT HOGUP, 2 FEET EAST OF THE SIXTH POLE WEST OF MILE POST 705,
 MS0320'58.4 FEET NORTH OF THE NORTH RAIL, 1.8 FEET WEST OF A WITNESS POST AND
 MS0320'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0408 ***********************************************************************
 MS0408  DESIGNATION -  X 155
 MS0408  PID         -  MS0408
 MS0408  STATE/COUNTY-  UT/BOX ELDER
 MS0408  COUNTRY     -  US
 MS0408  USGS QUAD   -  PIGEON MOUNTAIN (2017)
 MS0408
 MS0408                         *CURRENT SURVEY CONTROL
 MS0408  ______________________________________________________________________
 MS0408* NAD 83(1986) POSITION- 41 20 00.     (N) 113 48 34.     (W)   SCALED
 MS0408* NAVD 88 ORTHO HEIGHT -  1332.526 (meters)     4371.80  (feet) ADJUSTED
 MS0408  ______________________________________________________________________
 MS0408  GEOID HEIGHT    -        -16.886 (meters)                     GEOID18
 MS0408  DYNAMIC HEIGHT  -       1331.580 (meters)     4368.69  (feet) COMP
 MS0408  MODELED GRAVITY -    979,867.2   (mgal)                       NAVD 88
 MS0408
 MS0408  VERT ORDER      -  SECOND    CLASS 0
 MS0408
 MS0408.The horizontal coordinates were scaled from a map and have
 MS0408.an estimated accuracy of +/- 6 seconds.
 MS0408
 MS0408.The orthometric height was determined by differential leveling and
 MS0408.adjusted by the NATIONAL GEODETIC SURVEY
 MS0408.in June 1991.
 MS0408
 MS0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0408.GEOID18 height accuracy estimate available here.
 MS0408
 MS0408.Click photographs - Photos may exist for this station.
 MS0408
 MS0408.The dynamic height is computed by dividing the NAVD 88
 MS0408.geopotential number by the normal gravity value computed on the
 MS0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0408.degrees latitude (g = 980.6199 gals.).
 MS0408
 MS0408.The modeled gravity was interpolated from observed gravity values.
 MS0408
 MS0408;                    North         East    Units  Estimated Accuracy
 MS0408;SPC UT N     - 1,113,620.      306,710.      MT  (+/- 180 meters Scaled)
 MS0408
 MS0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL649795(NAD 83)
 MS0408
 MS0408                          SUPERSEDED SURVEY CONTROL
 MS0408
 MS0408  NGVD 29 (??/??/92) 1331.52   (m)         4368.5    (f) COMPUTED    2 0
 MS0408
 MS0408.Superseded values are not recommended for survey control.
 MS0408
 MS0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0408.See file dsdata.pdf to determine how the superseded data were derived.
 MS0408
 MS0408_MARKER: DB = BENCH MARK DISK
 MS0408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0408_SP_SET: ABUTMENT
 MS0408_STAMPING: X 155 1966
 MS0408_MARK LOGO: CGS
 MS0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0408
 MS0408  HISTORY     - Date     Condition        Report By
 MS0408  HISTORY     - 1966     MONUMENTED       CGS
 MS0408
 MS0408                          STATION DESCRIPTION
 MS0408
 MS0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0408'5.45 MI E FROM LUCIN.
 MS0408'5.45 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE CROSSING
 MS0408'OF STATE HIGHWAY 70 AT LUCIN, 4 1/2 POLES WEST OF MILE POST 685, IN
 MS0408'THE TOP AND 1.1 FEET NORTH OF THE SOUTH END OF THE WEST ABUTMENT OF
 MS0408'BRIDGE, 7.7 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 2 FEET LOWER THAN
 MS0408'THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0166 ***********************************************************************
 LO0166  DESIGNATION -  X 159
 LO0166  PID         -  LO0166
 LO0166  STATE/COUNTY-  UT/SUMMIT
 LO0166  COUNTRY     -  US
 LO0166  USGS QUAD   -  MIRROR LAKE (2017)
 LO0166
 LO0166                         *CURRENT SURVEY CONTROL
 LO0166  ______________________________________________________________________
 LO0166* NAD 83(1986) POSITION- 40 40 29.52   (N) 110 56 55.95   (W)   HD_HELD1
 LO0166* NAVD 88 ORTHO HEIGHT -  2986.539 (meters)     9798.34  (feet) ADJUSTED
 LO0166  ______________________________________________________________________
 LO0166  GEOID HEIGHT    -        -13.077 (meters)                     GEOID18
 LO0166  DYNAMIC HEIGHT  -       2983.315 (meters)     9787.76  (feet) COMP
 LO0166  MODELED GRAVITY -    979,434.7   (mgal)                       NAVD 88
 LO0166
 LO0166  VERT ORDER      -  SECOND    CLASS 0
 LO0166
 LO0166.The horizontal coordinates were determined by differentially corrected
 LO0166.hand held GPS observations or other comparable positioning techniques
 LO0166.and have an estimated accuracy of +/- 3 meters.
 LO0166
 LO0166.The orthometric height was determined by differential leveling and
 LO0166.adjusted by the NATIONAL GEODETIC SURVEY
 LO0166.in June 1991.
 LO0166
 LO0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0166.GEOID18 height accuracy estimate available here.
 LO0166
 LO0166.Click photographs - Photos may exist for this station.
 LO0166
 LO0166.The dynamic height is computed by dividing the NAVD 88
 LO0166.geopotential number by the normal gravity value computed on the
 LO0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0166.degrees latitude (g = 980.6199 gals.).
 LO0166
 LO0166.The modeled gravity was interpolated from observed gravity values.
 LO0166
 LO0166;                    North         East    Units  Estimated Accuracy
 LO0166;SPC UT N     - 1,038,074.7     546,596.1     MT  (+/- 3 meters HH1 GPS) 
 LO0166
 LO0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL0432002666(NAD 83)
 LO0166
 LO0166                          SUPERSEDED SURVEY CONTROL
 LO0166
 LO0166  NGVD 29 (??/??/92) 2984.979  (m)         9793.22   (f) ADJ UNCH    2 0
 LO0166
 LO0166.Superseded values are not recommended for survey control.
 LO0166
 LO0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0166.See file dsdata.pdf to determine how the superseded data were derived.
 LO0166
 LO0166_MARKER: DB = BENCH MARK DISK
 LO0166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0166_SP_SET: CULVERT
 LO0166_STAMPING: X 159 1962
 LO0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0166
 LO0166  HISTORY     - Date     Condition        Report By
 LO0166  HISTORY     - 1962     MONUMENTED       CGS
 LO0166
 LO0166                          STATION DESCRIPTION
 LO0166
 LO0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0166'26.5 MI NE FROM KAMAS.
 LO0166'26.5 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0166'HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP AND 0.7 FOOT EAST-SOUTHEAST
 LO0166'OF THE WEST-NORTHWEST END OF THE NORTH-NORTHEAST CONCRETE HEAD WALL OF
 LO0166'A 24-INCH PIPE CULVERT, 21 FEET NORTH-NORTHEAST OF THE CENTER LINE OF
 LO0166'THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0088 ***********************************************************************
 KN0088  DESIGNATION -  X 16
 KN0088  PID         -  KN0088
 KN0088  STATE/COUNTY-  UT/CARBON
 KN0088  COUNTRY     -  US
 KN0088  USGS QUAD   -  WELLINGTON (2017)
 KN0088
 KN0088                         *CURRENT SURVEY CONTROL
 KN0088  ______________________________________________________________________
 KN0088* NAD 83(1986) POSITION- 39 32 28.     (N) 110 44 04.     (W)   SCALED
 KN0088* NAVD 88 ORTHO HEIGHT -  1647.512 (meters)     5405.21  (feet) ADJUSTED
 KN0088  ______________________________________________________________________
 KN0088  GEOID HEIGHT    -        -17.170 (meters)                     GEOID18
 KN0088  DYNAMIC HEIGHT  -       1645.933 (meters)     5400.03  (feet) COMP
 KN0088  MODELED GRAVITY -    979,610.4   (mgal)                       NAVD 88
 KN0088
 KN0088  VERT ORDER      -  FIRST     CLASS II
 KN0088
 KN0088.The horizontal coordinates were scaled from a map and have
 KN0088.an estimated accuracy of +/- 6 seconds.
 KN0088
 KN0088.The orthometric height was determined by differential leveling and
 KN0088.adjusted by the NATIONAL GEODETIC SURVEY
 KN0088.in June 1991.
 KN0088
 KN0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0088.GEOID18 height accuracy estimate available here.
 KN0088
 KN0088.Click photographs - Photos may exist for this station.
 KN0088
 KN0088.The dynamic height is computed by dividing the NAVD 88
 KN0088.geopotential number by the normal gravity value computed on the
 KN0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0088.degrees latitude (g = 980.6199 gals.).
 KN0088
 KN0088.The modeled gravity was interpolated from observed gravity values.
 KN0088
 KN0088;                    North         East    Units  Estimated Accuracy
 KN0088;SPC UT C     - 2,134,370.      565,800.      MT  (+/- 180 meters Scaled)
 KN0088
 KN0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ228768(NAD 83)
 KN0088
 KN0088                          SUPERSEDED SURVEY CONTROL
 KN0088
 KN0088  NGVD 29 (??/??/92) 1646.497  (m)         5401.88   (f) ADJ UNCH    1 2
 KN0088
 KN0088.Superseded values are not recommended for survey control.
 KN0088
 KN0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0088.See file dsdata.pdf to determine how the superseded data were derived.
 KN0088
 KN0088_MARKER: DB = BENCH MARK DISK
 KN0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0088_STAMPING: 5401.958 X 16 1927
 KN0088_MARK LOGO: CGS
 KN0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0088+STABILITY: SURFACE MOTION
 KN0088
 KN0088  HISTORY     - Date     Condition        Report By
 KN0088  HISTORY     - 1927     MONUMENTED       CGS
 KN0088  HISTORY     - 1938     GOOD             CGS
 KN0088  HISTORY     - 1979     MARK NOT FOUND   NGS
 KN0088
 KN0088                          STATION DESCRIPTION
 KN0088
 KN0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KN0088'IN WELLINGTON.
 KN0088'AT WELLINGTON, CARBON COUNTY, ABOUT 1/4 MILE EAST ALONG THE DENVER AND
 KN0088'RIO GRANDE WESTERN RAILROAD FROM THE STATION, WEST OF A PUBLIC-ROAD
 KN0088'CROSSING, 41 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 17 FEET
 KN0088'SOUTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED 5401.958 X 16 1927
 KN0088'AND SET IN THE TOP OF A CONCRETE POST.
 KN0088
 KN0088                          STATION RECOVERY (1979)
 KN0088
 KN0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KN0088'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0190 ***********************************************************************
 LO0190  DESIGNATION -  X 160
 LO0190  PID         -  LO0190
 LO0190  STATE/COUNTY-  UT/SUMMIT
 LO0190  COUNTRY     -  US
 LO0190  USGS QUAD   -  CHRISTMAS MEADOWS (2017)
 LO0190
 LO0190                         *CURRENT SURVEY CONTROL
 LO0190  ______________________________________________________________________
 LO0190* NAD 83(1986) POSITION- 40 48 52.     (N) 110 52 21.     (W)   SCALED
 LO0190* NAVD 88 ORTHO HEIGHT -  2766.197 (meters)     9075.43  (feet) ADJUSTED
 LO0190  ______________________________________________________________________
 LO0190  GEOID HEIGHT    -        -12.976 (meters)                     GEOID18
 LO0190  DYNAMIC HEIGHT  -       2763.290 (meters)     9065.89  (feet) COMP
 LO0190  MODELED GRAVITY -    979,472.1   (mgal)                       NAVD 88
 LO0190
 LO0190  VERT ORDER      -  SECOND    CLASS 0
 LO0190
 LO0190.The horizontal coordinates were scaled from a map and have
 LO0190.an estimated accuracy of +/- 6 seconds.
 LO0190
 LO0190.The orthometric height was determined by differential leveling and
 LO0190.adjusted by the NATIONAL GEODETIC SURVEY
 LO0190.in June 1991.
 LO0190
 LO0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0190.GEOID18 height accuracy estimate available here.
 LO0190
 LO0190.Click photographs - Photos may exist for this station.
 LO0190
 LO0190.The dynamic height is computed by dividing the NAVD 88
 LO0190.geopotential number by the normal gravity value computed on the
 LO0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0190.degrees latitude (g = 980.6199 gals.).
 LO0190
 LO0190.The modeled gravity was interpolated from observed gravity values.
 LO0190
 LO0190;                    North         East    Units  Estimated Accuracy
 LO0190;SPC UT N     - 1,053,620.      552,940.      MT  (+/- 180 meters Scaled)
 LO0190
 LO0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL107181(NAD 83)
 LO0190
 LO0190                          SUPERSEDED SURVEY CONTROL
 LO0190
 LO0190  NGVD 29 (??/??/92) 2764.633  (m)         9070.30   (f) ADJ UNCH    2 0
 LO0190
 LO0190.Superseded values are not recommended for survey control.
 LO0190
 LO0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0190.See file dsdata.pdf to determine how the superseded data were derived.
 LO0190
 LO0190_MARKER: DB = BENCH MARK DISK
 LO0190_SETTING: 80 = SET IN A BOULDER
 LO0190_STAMPING: X 160 1962
 LO0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0190+STABILITY: SURFACE MOTION
 LO0190
 LO0190  HISTORY     - Date     Condition        Report By
 LO0190  HISTORY     - 1962     MONUMENTED       CGS
 LO0190
 LO0190                          STATION DESCRIPTION
 LO0190
 LO0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0190'42.2 MI NE FROM KAMAS.
 LO0190'42.2 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0190'HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP OF A 7-BY 11-FOOT BOULDER
 LO0190'WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE THE GROUND, 32 FEET WEST OF THE
 LO0190'CENTER LINE OF THE HIGHWAY, 9.2 FEET NORTH OF A WITNESS POST, ABOUT 5
 LO0190'FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0346 ***********************************************************************
 LO0346  DESIGNATION -  X 161
 LO0346  PID         -  LO0346
 LO0346  STATE/COUNTY-  UT/SUMMIT
 LO0346  COUNTRY     -  US
 LO0346  USGS QUAD   -  UPTON (2017)
 LO0346
 LO0346                         *CURRENT SURVEY CONTROL
 LO0346  ______________________________________________________________________
 LO0346* NAD 83(1986) POSITION- 40 56 18.     (N) 111 08 20.     (W)   SCALED
 LO0346* NAVD 88 ORTHO HEIGHT -  2006.634 (meters)     6583.43  (feet) ADJUSTED
 LO0346  ______________________________________________________________________
 LO0346  GEOID HEIGHT    -        -14.944 (meters)                     GEOID18
 LO0346  DYNAMIC HEIGHT  -       2004.711 (meters)     6577.12  (feet) COMP
 LO0346  MODELED GRAVITY -    979,595.3   (mgal)                       NAVD 88
 LO0346
 LO0346  VERT ORDER      -  SECOND    CLASS 0
 LO0346
 LO0346.The horizontal coordinates were scaled from a map and have
 LO0346.an estimated accuracy of +/- 6 seconds.
 LO0346
 LO0346.The orthometric height was determined by differential leveling and
 LO0346.adjusted by the NATIONAL GEODETIC SURVEY
 LO0346.in June 1991.
 LO0346
 LO0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0346.GEOID18 height accuracy estimate available here.
 LO0346
 LO0346.Click photographs - Photos may exist for this station.
 LO0346
 LO0346.The dynamic height is computed by dividing the NAVD 88
 LO0346.geopotential number by the normal gravity value computed on the
 LO0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0346.degrees latitude (g = 980.6199 gals.).
 LO0346
 LO0346.The modeled gravity was interpolated from observed gravity values.
 LO0346
 LO0346;                    North         East    Units  Estimated Accuracy
 LO0346;SPC UT N     - 1,067,250.      530,410.      MT  (+/- 180 meters Scaled)
 LO0346
 LO0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL883319(NAD 83)
 LO0346
 LO0346                          SUPERSEDED SURVEY CONTROL
 LO0346
 LO0346  NGVD 29 (??/??/92) 2005.236  (m)         6578.85   (f) ADJ UNCH    2 0
 LO0346
 LO0346.Superseded values are not recommended for survey control.
 LO0346
 LO0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0346.See file dsdata.pdf to determine how the superseded data were derived.
 LO0346
 LO0346_MARKER: DB = BENCH MARK DISK
 LO0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0346_STAMPING: X 161 1962
 LO0346_MARK LOGO: CGS
 LO0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0346+STABILITY: SURFACE MOTION
 LO0346
 LO0346  HISTORY     - Date     Condition        Report By
 LO0346  HISTORY     - 1962     MONUMENTED       CGS
 LO0346
 LO0346                          STATION DESCRIPTION
 LO0346
 LO0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0346'16.3 MI E FROM COALVILLE.
 LO0346'16.3 MILES EAST ALONG STATE HIGHWAY 133 FROM THE COURT HOUSE AT
 LO0346'COALVILLE, 0.1 MILE NORTHEAST OF THE JUNCTION OF A DRIVEWAY NORTHWEST
 LO0346'TO A RANCHHOUSE, 27 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LO0346'3 FEET SOUTHWEST OF A POWER POLE WITH A GUY POLE, 2.2 FEET SOUTHEAST
 LO0346'OF A FENCE, 2.1 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER
 LO0346'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 LO0346'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0578 ***********************************************************************
 HN0578  DESIGNATION -  X 162
 HN0578  PID         -  HN0578
 HN0578  STATE/COUNTY-  UT/GARFIELD
 HN0578  COUNTRY     -  US
 HN0578  USGS QUAD   -  WIDE HOLLOW RESERVOIR (2017)
 HN0578
 HN0578                         *CURRENT SURVEY CONTROL
 HN0578  ______________________________________________________________________
 HN0578* NAD 83(1986) POSITION- 37 51 00.     (N) 111 37 44.     (W)   SCALED
 HN0578* NAVD 88 ORTHO HEIGHT -  1932.229 (meters)     6339.32  (feet) ADJUSTED
 HN0578  ______________________________________________________________________
 HN0578  GEOID HEIGHT    -        -19.394 (meters)                     GEOID18
 HN0578  DYNAMIC HEIGHT  -       1929.956 (meters)     6331.86  (feet) COMP
 HN0578  MODELED GRAVITY -    979,384.3   (mgal)                       NAVD 88
 HN0578
 HN0578  VERT ORDER      -  SECOND    CLASS 0
 HN0578
 HN0578.The horizontal coordinates were scaled from a map and have
 HN0578.an estimated accuracy of +/- 6 seconds.
 HN0578
 HN0578.The orthometric height was determined by differential leveling and
 HN0578.adjusted by the NATIONAL GEODETIC SURVEY
 HN0578.in June 1991.
 HN0578
 HN0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0578.GEOID18 height accuracy estimate available here.
 HN0578
 HN0578.Click photographs - Photos may exist for this station.
 HN0578
 HN0578.The dynamic height is computed by dividing the NAVD 88
 HN0578.geopotential number by the normal gravity value computed on the
 HN0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0578.degrees latitude (g = 980.6199 gals.).
 HN0578
 HN0578.The modeled gravity was interpolated from observed gravity values.
 HN0578
 HN0578;                    North         East    Units  Estimated Accuracy
 HN0578;SPC UT S     - 3,131,340.      488,660.      MT  (+/- 180 meters Scaled)
 HN0578
 HN0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG446893(NAD 83)
 HN0578
 HN0578                          SUPERSEDED SURVEY CONTROL
 HN0578
 HN0578  NGVD 29 (??/??/92) 1930.987  (m)         6335.25   (f) ADJ UNCH    2 0
 HN0578
 HN0578.Superseded values are not recommended for survey control.
 HN0578
 HN0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0578.See file dsdata.pdf to determine how the superseded data were derived.
 HN0578
 HN0578_MARKER: DB = BENCH MARK DISK
 HN0578_SETTING: 80 = SET IN A BOULDER
 HN0578_STAMPING: X 162 1962
 HN0578_MARK LOGO: CGS
 HN0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0578+STABILITY: SURFACE MOTION
 HN0578
 HN0578  HISTORY     - Date     Condition        Report By
 HN0578  HISTORY     - 1962     MONUMENTED       CGS
 HN0578  HISTORY     - 1963     GOOD             CGS
 HN0578
 HN0578                          STATION DESCRIPTION
 HN0578
 HN0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0578'6.5 MI N FROM ESCALANTE.
 HN0578'6.5 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 HN0578'ESCALANTE, AT A SMALL SUMMIT, ACROSS THE ROAD FROM A WOODEN CORRAL, IN
 HN0578'THE TOP OF A SMALL BOULDER WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE
 HN0578'GROUND, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3.6 FEET
 HN0578'WEST OF A WITNESS POST, AND ABOUT 5 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0644 ***********************************************************************
 HN0644  DESIGNATION -  X 163
 HN0644  PID         -  HN0644
 HN0644  STATE/COUNTY-  UT/GARFIELD
 HN0644  COUNTRY     -  US
 HN0644  USGS QUAD   -  UPPER VALLEY (2017)
 HN0644
 HN0644                         *CURRENT SURVEY CONTROL
 HN0644  ______________________________________________________________________
 HN0644* NAD 83(1986) POSITION- 37 44 04.     (N) 111 45 05.     (W)   SCALED
 HN0644* NAVD 88 ORTHO HEIGHT -  2005.362 (meters)     6579.26  (feet) ADJUSTED
 HN0644  ______________________________________________________________________
 HN0644  GEOID HEIGHT    -        -19.838 (meters)                     GEOID18
 HN0644  DYNAMIC HEIGHT  -       2002.946 (meters)     6571.33  (feet) COMP
 HN0644  MODELED GRAVITY -    979,353.4   (mgal)                       NAVD 88
 HN0644
 HN0644  VERT ORDER      -  SECOND    CLASS 0
 HN0644
 HN0644.The horizontal coordinates were scaled from a map and have
 HN0644.an estimated accuracy of +/- 6 seconds.
 HN0644
 HN0644.The orthometric height was determined by differential leveling and
 HN0644.adjusted by the NATIONAL GEODETIC SURVEY
 HN0644.in June 1991.
 HN0644
 HN0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0644.GEOID18 height accuracy estimate available here.
 HN0644
 HN0644.Click photographs - Photos may exist for this station.
 HN0644
 HN0644.The dynamic height is computed by dividing the NAVD 88
 HN0644.geopotential number by the normal gravity value computed on the
 HN0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0644.degrees latitude (g = 980.6199 gals.).
 HN0644
 HN0644.The modeled gravity was interpolated from observed gravity values.
 HN0644
 HN0644;                    North         East    Units  Estimated Accuracy
 HN0644;SPC UT S     - 3,118,540.      477,840.      MT  (+/- 180 meters Scaled)
 HN0644
 HN0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG337766(NAD 83)
 HN0644
 HN0644                          SUPERSEDED SURVEY CONTROL
 HN0644
 HN0644  NGVD 29 (??/??/92) 2004.066  (m)         6575.01   (f) ADJ UNCH    2 0
 HN0644
 HN0644.Superseded values are not recommended for survey control.
 HN0644
 HN0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0644.See file dsdata.pdf to determine how the superseded data were derived.
 HN0644
 HN0644_MARKER: DB = BENCH MARK DISK
 HN0644_SETTING: 66 = SET IN ROCK OUTCROP
 HN0644_STAMPING: X 163 1962
 HN0644_MARK LOGO: CGS
 HN0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0644+STABILITY: POSITION/ELEVATION WELL
 HN0644
 HN0644  HISTORY     - Date     Condition        Report By
 HN0644  HISTORY     - 1962     MONUMENTED       CGS
 HN0644  HISTORY     - 1963     GOOD             CGS
 HN0644
 HN0644                          STATION DESCRIPTION
 HN0644
 HN0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0644'9.65 MI SW FROM ESCALANTE.
 HN0644'9.65 MILES SOUTHWEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD
 HN0644'CHURCH AT ESCALANTE, 156 FEET WEST OF THE CENTER OF THE JUNCTION OF A
 HN0644'DIRT ROAD SOUTHWEST, 48 FEET NORTHWEST OF THE CENTER LINE OF THE
 HN0644'HIGHWAY, ABOUT 60 FEET NORTHEAST OF THE NORTHEAST END OF A DEEP CUT,
 HN0644'2.3 FEET WEST OF A WITNESS POST, SET VERTICALLY IN THE SOUTHEAST FACE
 HN0644'OF A SANDSTONE OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND,
 HN0644'AND 3 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0666 ***********************************************************************
 HN0666  DESIGNATION -  X 164
 HN0666  PID         -  HN0666
 HN0666  STATE/COUNTY-  UT/GARFIELD
 HN0666  COUNTRY     -  US
 HN0666  USGS QUAD   -  HENRIEVILLE (2017)
 HN0666
 HN0666                         *CURRENT SURVEY CONTROL
 HN0666  ______________________________________________________________________
 HN0666* NAD 83(1986) POSITION- 37 34 56.     (N) 111 59 04.     (W)   SCALED
 HN0666* NAVD 88 ORTHO HEIGHT -  1861.631 (meters)     6107.70  (feet) ADJUSTED
 HN0666  ______________________________________________________________________
 HN0666  GEOID HEIGHT    -        -20.440 (meters)                     GEOID18
 HN0666  DYNAMIC HEIGHT  -       1859.411 (meters)     6100.42  (feet) COMP
 HN0666  MODELED GRAVITY -    979,371.2   (mgal)                       NAVD 88
 HN0666
 HN0666  VERT ORDER      -  SECOND    CLASS 0
 HN0666
 HN0666.The horizontal coordinates were scaled from a map and have
 HN0666.an estimated accuracy of +/- 6 seconds.
 HN0666
 HN0666.The orthometric height was determined by differential leveling and
 HN0666.adjusted by the NATIONAL GEODETIC SURVEY
 HN0666.in June 1991.
 HN0666
 HN0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0666.GEOID18 height accuracy estimate available here.
 HN0666
 HN0666.Click photographs - Photos may exist for this station.
 HN0666
 HN0666.The dynamic height is computed by dividing the NAVD 88
 HN0666.geopotential number by the normal gravity value computed on the
 HN0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0666.degrees latitude (g = 980.6199 gals.).
 HN0666
 HN0666.The modeled gravity was interpolated from observed gravity values.
 HN0666
 HN0666;                    North         East    Units  Estimated Accuracy
 HN0666;SPC UT S     - 3,101,720.      457,210.      MT  (+/- 180 meters Scaled)
 HN0666
 HN0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG130599(NAD 83)
 HN0666
 HN0666                          SUPERSEDED SURVEY CONTROL
 HN0666
 HN0666  NGVD 29 (??/??/92) 1860.351  (m)         6103.50   (f) ADJ UNCH    2 0
 HN0666
 HN0666.Superseded values are not recommended for survey control.
 HN0666
 HN0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0666.See file dsdata.pdf to determine how the superseded data were derived.
 HN0666
 HN0666_MARKER: DB = BENCH MARK DISK
 HN0666_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HN0666_SP_SET: CULVERT HEADWALL
 HN0666_STAMPING: X 164 1963
 HN0666_MARK LOGO: CGS
 HN0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0666+STABILITY: SURFACE MOTION
 HN0666
 HN0666  HISTORY     - Date     Condition        Report By
 HN0666  HISTORY     - 1963     MONUMENTED       CGS
 HN0666
 HN0666                          STATION DESCRIPTION
 HN0666
 HN0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0666'9.6 MI SE FROM TROPIC.
 HN0666'9.6 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE LDS CHURCH AT
 HN0666'TROPIC, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF
 HN0666'A 48-INCH PIPE CULVERT OVER A SMALL CREEK, 24 FEET EAST OF THE CENTER
 HN0666'LINE OF THE HIGHWAY, AND ABOUT 3 1/2 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0602 ***********************************************************************
 HN0602  DESIGNATION -  X 165
 HN0602  PID         -  HN0602
 HN0602  STATE/COUNTY-  UT/GARFIELD
 HN0602  COUNTRY     -  US
 HN0602  USGS QUAD   -  SWEETWATER CREEK (2017)
 HN0602
 HN0602                         *CURRENT SURVEY CONTROL
 HN0602  ______________________________________________________________________
 HN0602* NAD 83(1986) POSITION- 37 49 28.     (N) 111 54 45.     (W)   SCALED
 HN0602* NAVD 88 ORTHO HEIGHT -  2574.253 (meters)     8445.70  (feet) ADJUSTED
 HN0602  ______________________________________________________________________
 HN0602  GEOID HEIGHT    -        -19.219 (meters)                     GEOID18
 HN0602  DYNAMIC HEIGHT  -       2570.906 (meters)     8434.71  (feet) COMP
 HN0602  MODELED GRAVITY -    979,235.8   (mgal)                       NAVD 88
 HN0602
 HN0602  VERT ORDER      -  SECOND    CLASS 0
 HN0602
 HN0602.The horizontal coordinates were scaled from a map and have
 HN0602.an estimated accuracy of +/- 6 seconds.
 HN0602
 HN0602.The orthometric height was determined by differential leveling and
 HN0602.adjusted by the NATIONAL GEODETIC SURVEY
 HN0602.in June 1991.
 HN0602
 HN0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0602.GEOID18 height accuracy estimate available here.
 HN0602
 HN0602.Click photographs - Photos may exist for this station.
 HN0602
 HN0602.The dynamic height is computed by dividing the NAVD 88
 HN0602.geopotential number by the normal gravity value computed on the
 HN0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0602.degrees latitude (g = 980.6199 gals.).
 HN0602
 HN0602.The modeled gravity was interpolated from observed gravity values.
 HN0602
 HN0602;                    North         East    Units  Estimated Accuracy
 HN0602;SPC UT S     - 3,128,570.      463,690.      MT  (+/- 180 meters Scaled)
 HN0602
 HN0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG196867(NAD 83)
 HN0602
 HN0602                          SUPERSEDED SURVEY CONTROL
 HN0602
 HN0602  NGVD 29 (??/??/92) 2572.762  (m)         8440.80   (f) ADJ UNCH    2 0
 HN0602
 HN0602.Superseded values are not recommended for survey control.
 HN0602
 HN0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0602.See file dsdata.pdf to determine how the superseded data were derived.
 HN0602
 HN0602_MARKER: DB = BENCH MARK DISK
 HN0602_SETTING: 80 = SET IN A BOULDER
 HN0602_STAMPING: X 165 1963
 HN0602_MARK LOGO: CGS
 HN0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0602+STABILITY: SURFACE MOTION
 HN0602
 HN0602  HISTORY     - Date     Condition        Report By
 HN0602  HISTORY     - 1963     MONUMENTED       CGS
 HN0602
 HN0602                          STATION DESCRIPTION
 HN0602
 HN0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0602'22.1 MI NW FROM ESCALANTE.
 HN0602'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0602'AT ESCALANTE, THENE 17.25 MILES NORTHWEST ALONG A DIRT ROAD, 0.4 MILE
 HN0602'EAST OF THE JUNCTION OF A DIRT ROAD NORTH TO A LOGGING MILL, ON A
 HN0602'SMALL ROCKY RIDGE, IN THE TOP OF A 3- BY 3-FOOT BOULDER WHICH PROJECTS
 HN0602'1/2 FOOT ABOVE THE GROUND, 38 FEET NORTHWEST OF THE CENTER LINE OF THE
 HN0602'ROAD, 46 FEET NORTHWEST AND ACROSS THE ROAD FROM A REDWOOD FENCE, 2.0
 HN0602'FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 4 FEET HIGHER THEN THE
 HN0602'ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0211 ***********************************************************************
 JN0211  DESIGNATION -  X 166
 JN0211  PID         -  JN0211
 JN0211  STATE/COUNTY-  UT/GARFIELD
 JN0211  COUNTRY     -  US
 JN0211  USGS QUAD   -  BIG LAKE (2017)
 JN0211
 JN0211                         *CURRENT SURVEY CONTROL
 JN0211  ______________________________________________________________________
 JN0211* NAD 83(1986) POSITION- 38 06 21.     (N) 111 41 44.     (W)   SCALED
 JN0211* NAVD 88 ORTHO HEIGHT -  2973.755 (meters)     9756.39  (feet) ADJUSTED
 JN0211  ______________________________________________________________________
 JN0211  GEOID HEIGHT    -        -17.891 (meters)                     GEOID18
 JN0211  DYNAMIC HEIGHT  -       2969.798 (meters)     9743.41  (feet) COMP
 JN0211  MODELED GRAVITY -    979,189.1   (mgal)                       NAVD 88
 JN0211
 JN0211  VERT ORDER      -  SECOND    CLASS 0
 JN0211
 JN0211.The horizontal coordinates were scaled from a map and have
 JN0211.an estimated accuracy of +/- 6 seconds.
 JN0211
 JN0211.The orthometric height was determined by differential leveling and
 JN0211.adjusted by the NATIONAL GEODETIC SURVEY
 JN0211.in June 1991.
 JN0211
 JN0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0211.GEOID18 height accuracy estimate available here.
 JN0211
 JN0211.Click photographs - Photos may exist for this station.
 JN0211
 JN0211.The dynamic height is computed by dividing the NAVD 88
 JN0211.geopotential number by the normal gravity value computed on the
 JN0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0211.degrees latitude (g = 980.6199 gals.).
 JN0211
 JN0211.The modeled gravity was interpolated from observed gravity values.
 JN0211
 JN0211;                    North         East    Units  Estimated Accuracy
 JN0211;SPC UT S     - 3,159,740.      482,850.      MT  (+/- 180 meters Scaled)
 JN0211
 JN0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH390177(NAD 83)
 JN0211
 JN0211                          SUPERSEDED SURVEY CONTROL
 JN0211
 JN0211  NGVD 29 (??/??/92) 2972.204  (m)         9751.31   (f) ADJ UNCH    2 0
 JN0211
 JN0211.Superseded values are not recommended for survey control.
 JN0211
 JN0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0211.See file dsdata.pdf to determine how the superseded data were derived.
 JN0211
 JN0211_MARKER: DB = BENCH MARK DISK
 JN0211_SETTING: 80 = SET IN A BOULDER
 JN0211_STAMPING: X 166 1963
 JN0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0211+STABILITY: SURFACE MOTION
 JN0211
 JN0211  HISTORY     - Date     Condition        Report By
 JN0211  HISTORY     - 1963     MONUMENTED       CGS
 JN0211
 JN0211                          STATION DESCRIPTION
 JN0211
 JN0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0211'23.35 MI S FROM LOA.
 JN0211'23.35 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0211'24 AT LOA, 0.15 MILE SOUTH OF THE JUNCTION OF A TRACK ROAD SOUTHWEST,
 JN0211'IN THE TOP OF A 2- BY 4-FOOT BOULDER WHICH PROJECTS ABOUT 1/2 FOOT
 JN0211'ABOVE THE GROUND, 27 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.6
 JN0211'FEET SOUTHWEST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0232 ***********************************************************************
 JN0232  DESIGNATION -  X 167
 JN0232  PID         -  JN0232
 JN0232  STATE/COUNTY-  UT/WAYNE
 JN0232  COUNTRY     -  US
 JN0232  USGS QUAD   -  MORONI PEAK (2017)
 JN0232
 JN0232                         *CURRENT SURVEY CONTROL
 JN0232  ______________________________________________________________________
 JN0232* NAD 83(1986) POSITION- 38 19 38.     (N) 111 37 36.     (W)   SCALED
 JN0232* NAVD 88 ORTHO HEIGHT -  2286.242 (meters)     7500.78  (feet) ADJUSTED
 JN0232  ______________________________________________________________________
 JN0232  GEOID HEIGHT    -        -17.815 (meters)                     GEOID18
 JN0232  DYNAMIC HEIGHT  -       2283.542 (meters)     7491.92  (feet) COMP
 JN0232  MODELED GRAVITY -    979,364.8   (mgal)                       NAVD 88
 JN0232
 JN0232  VERT ORDER      -  SECOND    CLASS 0
 JN0232
 JN0232.The horizontal coordinates were scaled from a map and have
 JN0232.an estimated accuracy of +/- 6 seconds.
 JN0232
 JN0232.The orthometric height was determined by differential leveling and
 JN0232.adjusted by the NATIONAL GEODETIC SURVEY
 JN0232.in June 1991.
 JN0232
 JN0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0232.GEOID18 height accuracy estimate available here.
 JN0232
 JN0232.Click photographs - Photos may exist for this station.
 JN0232
 JN0232.The dynamic height is computed by dividing the NAVD 88
 JN0232.geopotential number by the normal gravity value computed on the
 JN0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0232.degrees latitude (g = 980.6199 gals.).
 JN0232
 JN0232.The modeled gravity was interpolated from observed gravity values.
 JN0232
 JN0232;                    North         East    Units  Estimated Accuracy
 JN0232;SPC UT S     - 3,184,310.      488,920.      MT  (+/- 180 meters Scaled)
 JN0232
 JN0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH452423(NAD 83)
 JN0232
 JN0232                          SUPERSEDED SURVEY CONTROL
 JN0232
 JN0232  NGVD 29 (??/??/92) 2284.919  (m)         7496.44   (f) ADJ UNCH    2 0
 JN0232
 JN0232.Superseded values are not recommended for survey control.
 JN0232
 JN0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0232.See file dsdata.pdf to determine how the superseded data were derived.
 JN0232
 JN0232_MARKER: DB = BENCH MARK DISK
 JN0232_SETTING: 80 = SET IN A BOULDER
 JN0232_STAMPING: X 167 1963
 JN0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0232+STABILITY: SURFACE MOTION
 JN0232
 JN0232  HISTORY     - Date     Condition        Report By
 JN0232  HISTORY     - 1963     MONUMENTED       CGS
 JN0232  HISTORY     - 1979     GOOD             USGS
 JN0232
 JN0232                          STATION DESCRIPTION
 JN0232
 JN0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0232'5.35 MI S FROM LOA.
 JN0232'5.35 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0232'24 AT LOA, AT THE EAST END OF A CURVE, AT THE CREST OF A SMALL RISE,
 JN0232'ON THE TOP OF A NORTH-SOUTH ROCKY RIDGE, IN THE TOP OF A 3- BY 5-FOOT
 JN0232'BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND, 36 FEET SOUTH OF
 JN0232'THE CENTER LINE OF THE ROAD, 18 FEET EAST OF A 14-INCH TREE, 1.6 FEET
 JN0232'SOUTH OF A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
 JN0232
 JN0232                          STATION RECOVERY (1979)
 JN0232
 JN0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JN0232'5.2 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0232'24 AT LOA, AT THE INTERSECTION WITH AN OLD ROAD BED ON THE CREST OF A
 JN0232'SMALL RISE, 262 FEET EAST OF THE CENTERLINE OF THE ROAD, 40 FEET
 JN0232'SOUTHEAST OF THE CENTERLINE OF THE OLD ROAD BED, 18 FEET EAST OF A
 JN0232'14-INCH DIAM. TREE, ABOUT 3 FEET HIGHER THAN CENTERLINE OF OLD ROAD
 JN0232'BED, IN THE TOP OF A 3 BY 5 FOOT BOULDER WHICH PROJECTS ABOUT 2 FEET
 JN0232'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0487 ***********************************************************************
 HN0487  DESIGNATION -  X 168
 HN0487  PID         -  HN0487
 HN0487  STATE/COUNTY-  UT/KANE
 HN0487  COUNTRY     -  US
 HN0487  USGS QUAD   -  BIG HOLLOW WASH (2017)
 HN0487
 HN0487                         *CURRENT SURVEY CONTROL
 HN0487  ______________________________________________________________________
 HN0487* NAD 83(1986) POSITION- 37 28 13.     (N) 111 13 52.     (W)   SCALED
 HN0487* NAVD 88 ORTHO HEIGHT -  1498.409 (meters)     4916.03  (feet) ADJUSTED
 HN0487  ______________________________________________________________________
 HN0487  GEOID HEIGHT    -        -21.887 (meters)                     GEOID18
 HN0487  DYNAMIC HEIGHT  -       1496.729 (meters)     4910.52  (feet) COMP
 HN0487  MODELED GRAVITY -    979,456.6   (mgal)                       NAVD 88
 HN0487
 HN0487  VERT ORDER      -  SECOND    CLASS 0
 HN0487
 HN0487.The horizontal coordinates were scaled from a map and have
 HN0487.an estimated accuracy of +/- 6 seconds.
 HN0487
 HN0487.The orthometric height was determined by differential leveling and
 HN0487.adjusted by the NATIONAL GEODETIC SURVEY
 HN0487.in June 1991.
 HN0487
 HN0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0487.GEOID18 height accuracy estimate available here.
 HN0487
 HN0487.Click photographs - Photos may exist for this station.
 HN0487
 HN0487.The dynamic height is computed by dividing the NAVD 88
 HN0487.geopotential number by the normal gravity value computed on the
 HN0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0487.degrees latitude (g = 980.6199 gals.).
 HN0487
 HN0487.The modeled gravity was interpolated from observed gravity values.
 HN0487
 HN0487;                    North         East    Units  Estimated Accuracy
 HN0487;SPC UT S     - 3,089,220.      523,790.      MT  (+/- 180 meters Scaled)
 HN0487
 HN0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG795470(NAD 83)
 HN0487
 HN0487                          SUPERSEDED SURVEY CONTROL
 HN0487
 HN0487  NGVD 29 (??/??/92) 1497.364  (m)         4912.60   (f) ADJ UNCH    2 0
 HN0487
 HN0487.Superseded values are not recommended for survey control.
 HN0487
 HN0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0487.See file dsdata.pdf to determine how the superseded data were derived.
 HN0487
 HN0487_MARKER: DB = BENCH MARK DISK
 HN0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0487_STAMPING: X 168 1963
 HN0487_MARK LOGO: CGS
 HN0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0487+STABILITY: SURFACE MOTION
 HN0487
 HN0487  HISTORY     - Date     Condition        Report By
 HN0487  HISTORY     - 1963     MONUMENTED       CGS
 HN0487
 HN0487                          STATION DESCRIPTION
 HN0487
 HN0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0487'30.05 MI SE FROM ESCALANTE.
 HN0487'5.0 MILES SOUTHEAST 5.0 MILES SOUTHEAT ALONG STATE HIGHWAY 54 FROM THE
 HN0487'ELEMENTARY SCHOOL AT ESCALANTE, THENCE 25.05 MILES SOUTHEAST ALONG A
 HN0487'DIRT ROAD, 35 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.6 FEET
 HN0487'SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 HN0487'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 HN0487'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0793 ***********************************************************************
 MS0793  DESIGNATION -  X 169 RESET
 MS0793  PID         -  MS0793
 MS0793  STATE/COUNTY-  UT/CACHE
 MS0793  COUNTRY     -  US
 MS0793  USGS QUAD   -  CUTLER DAM (2017)
 MS0793
 MS0793                         *CURRENT SURVEY CONTROL
 MS0793  ______________________________________________________________________
 MS0793* NAD 83(1986) POSITION- 41 50 29.8    (N) 112 00 18.7    (W)   HD_HELD2
 MS0793* NAVD 88 ORTHO HEIGHT -  1358.98  (meters)     4458.6   (feet) RESET
 MS0793  ______________________________________________________________________
 MS0793  GEOID HEIGHT    -        -15.331 (meters)                     GEOID18
 MS0793  VERT ORDER      -  THIRD
 MS0793
 MS0793.The horizontal coordinates were established by autonomous hand held GPS
 MS0793.observations and have an estimated accuracy of +/- 10 meters.
 MS0793
 MS0793.The orthometric height was computed from unverified reset data.
 MS0793
 MS0793.No vertical observational check was made to the station.
 MS0793
 MS0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0793.GEOID18 height accuracy estimate available here.
 MS0793
 MS0793.Click photographs - Photos may exist for this station.
 MS0793
 MS0793;                    North         East    Units  Estimated Accuracy
 MS0793;SPC UT N     - 1,167,623.      458,040.      MT  (+/- 10 meters HH2 GPS)
 MS0793
 MS0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM1654532679(NAD 83)
 MS0793
 MS0793                          SUPERSEDED SURVEY CONTROL
 MS0793
 MS0793  NGVD 29 (07/25/12) 1357.95   (m)         4455.2    (f) RESET       3  
 MS0793
 MS0793.Superseded values are not recommended for survey control.
 MS0793
 MS0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0793.See file dsdata.pdf to determine how the superseded data were derived.
 MS0793
 MS0793_MARKER: DV = VERTICAL CONTROL DISK
 MS0793_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MS0793_SP_SET: HANDRAIL
 MS0793_STAMPING: X 169 RESET 1979
 MS0793_MARK LOGO: NGS
 MS0793_MAGNETIC: N = NO MAGNETIC MATERIAL
 MS0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0793+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2010
 MS0793
 MS0793  HISTORY     - Date     Condition        Report By
 MS0793  HISTORY     - 1979     MONUMENTED       UTDH
 MS0793  HISTORY     - 20101016 GOOD             GEOCAC
 MS0793
 MS0793                          STATION DESCRIPTION
 MS0793
 MS0793'DESCRIBED BY UTAH STATE DEPARTMENT OF HIGHWAYS 1979
 MS0793'0.4 MILE (0.6 KM) ALONG UNION PACIFIC RAILROAD FROM THE STATION AT
 MS0793'CACHE JUNCTION, STATION 2556+38.07, CENTERLINE OF ABUTMENT NO 1
 MS0793'FOOTING, SET 1 FOOT (0.3 M) FROM THE END OF THE NORTHWEST WINGWALL,
 MS0793'AT THE END OF THE HANDRAIL WHICH IS 10 FEET (3.0 M) FROM CENTERLINE
 MS0793'OF THE MAIN LINE TRACK, RIGHT.
 MS0793
 MS0793                          STATION RECOVERY (2010)
 MS0793
 MS0793'RECOVERY NOTE BY GEOCACHING 2010 (JWS)
 MS0793'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0473 ***********************************************************************
 LO0473  DESIGNATION -  X 17
 LO0473  PID         -  LO0473
 LO0473  STATE/COUNTY-  UT/UTAH
 LO0473  COUNTRY     -  US
 LO0473  USGS QUAD   -  LEHI (2017)
 LO0473
 LO0473                         *CURRENT SURVEY CONTROL
 LO0473  ______________________________________________________________________
 LO0473* NAD 83(1986) POSITION- 40 22 39.     (N) 111 50 00.     (W)   SCALED
 LO0473* NAVD 88 ORTHO HEIGHT -  1379.558 (meters)     4526.10  (feet) ADJUSTED
 LO0473  ______________________________________________________________________
 LO0473  GEOID HEIGHT    -        -17.290 (meters)                     GEOID18
 LO0473  DYNAMIC HEIGHT  -       1378.365 (meters)     4522.19  (feet) COMP
 LO0473  MODELED GRAVITY -    979,713.5   (mgal)                       NAVD 88
 LO0473
 LO0473  VERT ORDER      -  FIRST     CLASS II
 LO0473
 LO0473.The horizontal coordinates were scaled from a map and have
 LO0473.an estimated accuracy of +/- 6 seconds.
 LO0473
 LO0473.The orthometric height was determined by differential leveling and
 LO0473.adjusted by the NATIONAL GEODETIC SURVEY
 LO0473.in June 1991.
 LO0473
 LO0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0473.GEOID18 height accuracy estimate available here.
 LO0473
 LO0473.Click photographs - Photos may exist for this station.
 LO0473
 LO0473.The dynamic height is computed by dividing the NAVD 88
 LO0473.geopotential number by the normal gravity value computed on the
 LO0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0473.degrees latitude (g = 980.6199 gals.).
 LO0473
 LO0473.The modeled gravity was interpolated from observed gravity values.
 LO0473
 LO0473;                    North         East    Units  Estimated Accuracy
 LO0473;SPC UT C     - 2,227,000.      471,690.      MT  (+/- 180 meters Scaled)
 LO0473
 LO0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK292699(NAD 83)
 LO0473
 LO0473                          SUPERSEDED SURVEY CONTROL
 LO0473
 LO0473  NGVD 29 (??/??/92) 1378.548  (m)         4522.79   (f) ADJ UNCH    1 2
 LO0473
 LO0473.Superseded values are not recommended for survey control.
 LO0473
 LO0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0473.See file dsdata.pdf to determine how the superseded data were derived.
 LO0473
 LO0473_MARKER: DB = BENCH MARK DISK
 LO0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0473_STAMPING: 4522.786 X 17 1927
 LO0473_MARK LOGO: CGS
 LO0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0473+STABILITY: SURFACE MOTION
 LO0473
 LO0473  HISTORY     - Date     Condition        Report By
 LO0473  HISTORY     - 1927     MONUMENTED       CGS
 LO0473  HISTORY     - 1934     GOOD             CGS
 LO0473
 LO0473                          STATION DESCRIPTION
 LO0473
 LO0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0473'1.6 MI E FROM LEHI.
 LO0473'1.6 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 LO0473'LEHI, UTAH COUNTY, ABOUT 120 FEET WEST OF A ROAD CROSSING, 75 YARDS
 LO0473'SOUTH OF THE SOUTHEAST CORNER OF THE LEHI SUGAR FACTORY, AND 46 FEET
 LO0473'SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 LO0473'4522.786 X 17 1927 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0091 ***********************************************************************
 MS0091  DESIGNATION -  X 170
 MS0091  PID         -  MS0091
 MS0091  STATE/COUNTY-  UT/BOX ELDER
 MS0091  COUNTRY     -  US
 MS0091  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0091
 MS0091                         *CURRENT SURVEY CONTROL
 MS0091  ______________________________________________________________________
 MS0091* NAD 83(1986) POSITION- 41 37 19.     (N) 112 04 19.     (W)   SCALED
 MS0091* NAVD 88 ORTHO HEIGHT -  1304.984 (meters)     4281.44  (feet) ADJUSTED
 MS0091  ______________________________________________________________________
 MS0091  GEOID HEIGHT    -        -15.887 (meters)                     GEOID18
 MS0091  DYNAMIC HEIGHT  -       1304.058 (meters)     4278.40  (feet) COMP
 MS0091  MODELED GRAVITY -    979,869.1   (mgal)                       NAVD 88
 MS0091
 MS0091  VERT ORDER      -  FIRST     CLASS I
 MS0091
 MS0091.The horizontal coordinates were scaled from a map and have
 MS0091.an estimated accuracy of +/- 6 seconds.
 MS0091
 MS0091.The orthometric height was determined by differential leveling and
 MS0091.adjusted by the NATIONAL GEODETIC SURVEY
 MS0091.in June 1991.
 MS0091
 MS0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0091.GEOID18 height accuracy estimate available here.
 MS0091
 MS0091.Click photographs - Photos may exist for this station.
 MS0091
 MS0091.The dynamic height is computed by dividing the NAVD 88
 MS0091.geopotential number by the normal gravity value computed on the
 MS0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0091.degrees latitude (g = 980.6199 gals.).
 MS0091
 MS0091.The modeled gravity was interpolated from observed gravity values.
 MS0091
 MS0091;                    North         East    Units  Estimated Accuracy
 MS0091;SPC UT N     - 1,143,260.      452,340.      MT  (+/- 180 meters Scaled)
 MS0091
 MS0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM106083(NAD 83)
 MS0091
 MS0091                          SUPERSEDED SURVEY CONTROL
 MS0091
 MS0091  NGVD 29 (??/??/92) 1303.976  (m)         4278.13   (f) ADJ UNCH    1 1
 MS0091
 MS0091.Superseded values are not recommended for survey control.
 MS0091
 MS0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0091.See file dsdata.pdf to determine how the superseded data were derived.
 MS0091
 MS0091_MARKER: DB = BENCH MARK DISK
 MS0091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0091_SP_SET: TOWER BASE
 MS0091_STAMPING: X 170 1967
 MS0091_MARK LOGO: CGS
 MS0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0091
 MS0091  HISTORY     - Date     Condition        Report By
 MS0091  HISTORY     - 1967     MONUMENTED       CGS
 MS0091
 MS0091                          STATION DESCRIPTION
 MS0091
 MS0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0091'1.05 MI S FROM HONEYVILLE.
 MS0091'1.05 MILES SOUTH ALONG STATE HIGHWAY 69 FROM THE LATTER-DAY SAINTS
 MS0091'CHURCH AT HONEYVILLE, AT THE CROSSING OF A STEEL TOWER POWER
 MS0091'TRANSMISSION LINE, IN THE TOP OF THE CONCRETE BASE FOR THE NORTHWEST
 MS0091'STEEL LEG OF TOWER 536, 51 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 MS0091'THE HIGHWAY, 0.6 FOOT SOUTHWEST OF THE STEEL LEG, AND ABOUT LEVEL WITH
 MS0091'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0177 ***********************************************************************
 MS0177  DESIGNATION -  X 171
 MS0177  PID         -  MS0177
 MS0177  STATE/COUNTY-  UT/BOX ELDER
 MS0177  COUNTRY     -  US
 MS0177  USGS QUAD   -  PLAIN CITY (2017)
 MS0177
 MS0177                         *CURRENT SURVEY CONTROL
 MS0177  ______________________________________________________________________
 MS0177* NAD 83(1986) POSITION- 41 22 18.     (N) 112 02 00.     (W)   SCALED
 MS0177* NAVD 88 ORTHO HEIGHT -  1320.491 (meters)     4332.31  (feet) ADJUSTED
 MS0177  ______________________________________________________________________
 MS0177  GEOID HEIGHT    -        -16.389 (meters)                     GEOID18
 MS0177  DYNAMIC HEIGHT  -       1319.527 (meters)     4329.15  (feet) COMP
 MS0177  MODELED GRAVITY -    979,847.6   (mgal)                       NAVD 88
 MS0177  OBS GRAVITY     -    979,847.7   (mgal)                       GRAV_OBS
 MS0177
 MS0177  VERT ORDER      -  FIRST     CLASS I
 MS0177
 MS0177.The horizontal coordinates were scaled from a map and have
 MS0177.an estimated accuracy of +/- 6 seconds.
 MS0177
 MS0177.The orthometric height was determined by differential leveling and
 MS0177.adjusted by the NATIONAL GEODETIC SURVEY
 MS0177.in June 1991.
 MS0177
 MS0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0177.GEOID18 height accuracy estimate available here.
 MS0177
 MS0177.Click photographs - Photos may exist for this station.
 MS0177
 MS0177.The dynamic height is computed by dividing the NAVD 88
 MS0177.geopotential number by the normal gravity value computed on the
 MS0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0177.degrees latitude (g = 980.6199 gals.).
 MS0177
 MS0177.The modeled gravity was interpolated from observed gravity values.
 MS0177
 MS0177.The observed gravity was obtained from relative gravimeter ties
 MS0177.to the IGSN71 gravity network.
 MS0177
 MS0177;                    North         East    Units  Estimated Accuracy
 MS0177;SPC UT N     - 1,115,440.      455,380.      MT  (+/- 180 meters Scaled)
 MS0177
 MS0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL135805(NAD 83)
 MS0177
 MS0177                          SUPERSEDED SURVEY CONTROL
 MS0177
 MS0177  NGVD 29 (??/??/92) 1319.501  (m)         4329.06   (f) ADJ UNCH    1 1
 MS0177
 MS0177.Superseded values are not recommended for survey control.
 MS0177
 MS0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0177.See file dsdata.pdf to determine how the superseded data were derived.
 MS0177
 MS0177_MARKER: DB = BENCH MARK DISK
 MS0177_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MS0177_SP_SET: IRRIGATION STRUCTURE
 MS0177_STAMPING: X 171 1967
 MS0177_MARK LOGO: CGS
 MS0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MS0177
 MS0177  HISTORY     - Date     Condition        Report By
 MS0177  HISTORY     - 1967     MONUMENTED       CGS
 MS0177
 MS0177                          STATION DESCRIPTION
 MS0177
 MS0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0177'2.6 MI S FROM WILLARD.
 MS0177'2.6 MILES SOUTH ALONG U.S. HIGHWAYS 89, 91 AND 30S FROM THE POST
 MS0177'OFFICE AT WILLARD, AT THE JUNCTION OF A DIRT ROAD LEADING EAST TO A
 MS0177'HOUSE, AT THE T JUNCTION OF POWER LINES, 50 1/2 FEET EAST OF THE
 MS0177'CENTER LINE OF THE EAST HIGHWAY LANES, 60.0 FEET NORTH OF THE
 MS0177'NORTHWEST CONCRETE BLOCK FRUIT STAND BUILDING, IN THE TOP OF THE
 MS0177'SOUTHEAST CORNER OF A 3 1/2 BY 6-FOOT IRRIGATION STRUCTURE WITH A
 MS0177'STEEL GRATE, 42 1/2 FEET SOUTH OF T JUNCTION POWER LINE POLE 31 K-1,
 MS0177'52 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT FLUSH WITH THE
 MS0177'GROUND AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0544 ***********************************************************************
 LO0544  DESIGNATION -  X 172
 LO0544  PID         -  LO0544
 LO0544  STATE/COUNTY-  UT/DAVIS
 LO0544  COUNTRY     -  US
 LO0544  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0544
 LO0544                         *CURRENT SURVEY CONTROL
 LO0544  ______________________________________________________________________
 LO0544* NAD 83(1986) POSITION- 40 50 32.     (N) 111 55 00.     (W)   SCALED
 LO0544* NAVD 88 ORTHO HEIGHT -  1299.920 (meters)     4264.82  (feet) ADJUSTED
 LO0544  ______________________________________________________________________
 LO0544  GEOID HEIGHT    -        -16.766 (meters)                     GEOID18
 LO0544  DYNAMIC HEIGHT  -       1298.908 (meters)     4261.50  (feet) COMP
 LO0544  MODELED GRAVITY -    979,801.3   (mgal)                       NAVD 88
 LO0544  OBS GRAVITY     -    979,804.4   (mgal)                       GRAV_OBS
 LO0544
 LO0544  VERT ORDER      -  FIRST     CLASS I
 LO0544
 LO0544.The horizontal coordinates were scaled from a map and have
 LO0544.an estimated accuracy of +/- 6 seconds.
 LO0544
 LO0544.The orthometric height was determined by differential leveling and
 LO0544.adjusted by the NATIONAL GEODETIC SURVEY
 LO0544.in June 1991.
 LO0544
 LO0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0544.GEOID18 height accuracy estimate available here.
 LO0544
 LO0544.Click photographs - Photos may exist for this station.
 LO0544
 LO0544.The dynamic height is computed by dividing the NAVD 88
 LO0544.geopotential number by the normal gravity value computed on the
 LO0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0544.degrees latitude (g = 980.6199 gals.).
 LO0544
 LO0544.The modeled gravity was interpolated from observed gravity values.
 LO0544
 LO0544.The observed gravity was obtained from relative gravimeter ties
 LO0544.to the IGSN71 gravity network.
 LO0544
 LO0544;                    North         East    Units  Estimated Accuracy
 LO0544;SPC UT N     - 1,056,600.      464,860.      MT  (+/- 180 meters Scaled)
 LO0544
 LO0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL227216(NAD 83)
 LO0544
 LO0544                          SUPERSEDED SURVEY CONTROL
 LO0544
 LO0544  NGVD 29 (??/??/92) 1298.976  (m)         4261.72   (f) ADJ UNCH    1 1
 LO0544
 LO0544.Superseded values are not recommended for survey control.
 LO0544
 LO0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0544.See file dsdata.pdf to determine how the superseded data were derived.
 LO0544
 LO0544_MARKER: DB = BENCH MARK DISK
 LO0544_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LO0544_STAMPING: X 172 1967
 LO0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0544
 LO0544  HISTORY     - Date     Condition        Report By
 LO0544  HISTORY     - 1967     MONUMENTED       CGS
 LO0544
 LO0544                          STATION DESCRIPTION
 LO0544
 LO0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0544'3.05 MI S FROM WOODS CROSS.
 LO0544'3.05 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LO0544'WOODS CROSS, 5 1/2 POLES SOUTH OF MILEPOLE 31, AT THE CROSSING OF
 LO0544'CUDAHY LANE, 46.6 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 21
 LO0544'FEET NORTH OF THE CENTER LINE OF THE LANE, 80.3 FEET SOUTH OF BENCH
 LO0544'MARK N 90, 5 1/2 FEET SOUTH OF THE SOUTHEAST CORNER OF A FENCE, 1 1/2
 LO0544'FEET WEST OF POWER POLE 15, 1.9 FEET EAST OF A WITNESS POST, ABOUT 1/2
 LO0544'FOOT LOWER THAN THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER
 LO0544'COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 32 FEET.  THE UPPER
 LO0544'PORTION OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.3 FOOT
 LO0544'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0237 ***********************************************************************
 LP0237  DESIGNATION -  X 173
 LP0237  PID         -  LP0237
 LP0237  STATE/COUNTY-  UT/TOOELE
 LP0237  COUNTRY     -  US
 LP0237  USGS QUAD   -  MILLS JUNCTION (2017)
 LP0237
 LP0237                         *CURRENT SURVEY CONTROL
 LP0237  ______________________________________________________________________
 LP0237* NAD 83(1986) POSITION- 40 40 24.8    (N) 112 15 09.2    (W)   HD_HELD2
 LP0237* NAVD 88 ORTHO HEIGHT -  1331.447 (meters)     4368.26  (feet) ADJUSTED
 LP0237  ______________________________________________________________________
 LP0237  GEOID HEIGHT    -        -17.278 (meters)                     GEOID18
 LP0237  DYNAMIC HEIGHT  -       1330.411 (meters)     4364.86  (feet) COMP
 LP0237  MODELED GRAVITY -    979,800.1   (mgal)                       NAVD 88
 LP0237
 LP0237  VERT ORDER      -  FIRST     CLASS I
 LP0237
 LP0237.The horizontal coordinates were established by autonomous hand held GPS
 LP0237.observations and have an estimated accuracy of +/- 10 meters.
 LP0237
 LP0237.The orthometric height was determined by differential leveling and
 LP0237.adjusted by the NATIONAL GEODETIC SURVEY
 LP0237.in June 1991.
 LP0237
 LP0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0237.GEOID18 height accuracy estimate available here.
 LP0237
 LP0237.Click photographs - Photos may exist for this station.
 LP0237
 LP0237.The dynamic height is computed by dividing the NAVD 88
 LP0237.geopotential number by the normal gravity value computed on the
 LP0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0237.degrees latitude (g = 980.6199 gals.).
 LP0237
 LP0237.The modeled gravity was interpolated from observed gravity values.
 LP0237
 LP0237;                    North         East    Units  Estimated Accuracy
 LP0237;SPC UT C     - 2,260,087.      436,373.      MT  (+/- 10 meters HH2 GPS)
 LP0237
 LP0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL9413803273(NAD 83)
 LP0237
 LP0237                          SUPERSEDED SURVEY CONTROL
 LP0237
 LP0237  NGVD 29 (??/??/92) 1330.41   (m)         4364.9    (f) COMPUTED    1 1
 LP0237
 LP0237.Superseded values are not recommended for survey control.
 LP0237
 LP0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0237.See file dsdata.pdf to determine how the superseded data were derived.
 LP0237
 LP0237_MARKER: DB = BENCH MARK DISK
 LP0237_SETTING: 80 = SET IN A BOULDER
 LP0237_STAMPING: X 173 1970
 LP0237_MARK LOGO: CGS
 LP0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0237+STABILITY: SURFACE MOTION
 LP0237
 LP0237  HISTORY     - Date     Condition        Report By
 LP0237  HISTORY     - 1970     MONUMENTED       NGS
 LP0237
 LP0237                          STATION DESCRIPTION
 LP0237
 LP0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0237'11.15 MI SW FROM MAGNA.
 LP0237'0.5 MILE NORTH ALONG 9180 WEST STREET FROM WEBSTER SCHOOL AT MAGNA,
 LP0237'THENCE 5.4 MILES WEST ALONG U.S. HIGHWAYS 40 AND 50 ALTERNATE, THENCE
 LP0237'5.25 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD, 45 FEET SOUTHWEST
 LP0237'OF THE THIRD POLE SOUTHWEST OF MILE POST 761, AT THE NORTHEAST END OF
 LP0237'A ROCKY CUT, 36.3 FEET NORTHWEST OF THE NORTHWEST RAIL, 10.3 FEET
 LP0237'NORTHEAST OF A FENCE, IN THE TOP OF A 6 X 13-FOOT EMBEDDED BOULDER
 LP0237'WHICH PROJECTS 3 1/2 FEET, 1.7 FEET SOUTHWEST OF A WITNESS POST AND
 LP0237'ABOUT LEVEL WITH THE TRACK.  SECTION 1, T 4W, R 2S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0640 ***********************************************************************
 LO0640  DESIGNATION -  X 174
 LO0640  PID         -  LO0640
 LO0640  STATE/COUNTY-  UT/SALT LAKE
 LO0640  COUNTRY     -  US
 LO0640  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0640
 LO0640                         *CURRENT SURVEY CONTROL
 LO0640  ______________________________________________________________________
 LO0640* NAD 83(1986) POSITION- 40 45 32.     (N) 111 56 25.     (W)   SCALED
 LO0640* NAVD 88 ORTHO HEIGHT -  1291.106 (meters)     4235.90  (feet) ADJUSTED
 LO0640  ______________________________________________________________________
 LO0640  GEOID HEIGHT    -        -17.035 (meters)                     GEOID18
 LO0640  DYNAMIC HEIGHT  -       1290.084 (meters)     4232.55  (feet) COMP
 LO0640  MODELED GRAVITY -    979,788.6   (mgal)                       NAVD 88
 LO0640
 LO0640  VERT ORDER      -  FIRST     CLASS I
 LO0640
 LO0640.The horizontal coordinates were scaled from a map and have
 LO0640.an estimated accuracy of +/- 6 seconds.
 LO0640
 LO0640.The orthometric height was determined by differential leveling and
 LO0640.adjusted by the NATIONAL GEODETIC SURVEY
 LO0640.in April 2001.
 LO0640
 LO0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0640.GEOID18 height accuracy estimate available here.
 LO0640
 LO0640.Click photographs - Photos may exist for this station.
 LO0640
 LO0640.The dynamic height is computed by dividing the NAVD 88
 LO0640.geopotential number by the normal gravity value computed on the
 LO0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0640.degrees latitude (g = 980.6199 gals.).
 LO0640
 LO0640.The modeled gravity was interpolated from observed gravity values.
 LO0640
 LO0640;                    North         East    Units  Estimated Accuracy
 LO0640;SPC UT C     - 2,269,390.      462,820.      MT  (+/- 180 meters Scaled)
 LO0640
 LO0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL206124(NAD 83)
 LO0640
 LO0640                          SUPERSEDED SURVEY CONTROL
 LO0640
 LO0640  NAVD 88 (06/15/91) 1291.139  (m)         4236.01   (f) SUPERSEDED  1 1
 LO0640  NGVD 29 (??/??/92) 1290.18   (m)         4232.9    (f) COMPUTED    1 1
 LO0640
 LO0640.Superseded values are not recommended for survey control.
 LO0640
 LO0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0640.See file dsdata.pdf to determine how the superseded data were derived.
 LO0640
 LO0640_MARKER: DB = BENCH MARK DISK
 LO0640_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0640_SP_SET: BRIDGE CURB
 LO0640_STAMPING: X 174 1970
 LO0640_MARK LOGO: CGS
 LO0640_MAGNETIC: N = NO MAGNETIC MATERIAL
 LO0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0640
 LO0640  HISTORY     - Date     Condition        Report By
 LO0640  HISTORY     - 1970     MONUMENTED       NGS
 LO0640  HISTORY     - 19950727 GOOD             NGS
 LO0640
 LO0640                          STATION DESCRIPTION
 LO0640
 LO0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LO0640'IN SALT LAKE CITY.
 LO0640'AT SALT LAKE CITY, 0.05 MILE NORTH ALONG REDWOOD ROAD FROM THE
 LO0640'JUNCTION OF FIFTH SOUTH STREET, IN THE TOP AND 0.7 FOOT NORTH OF THE
 LO0640'SOUTH END OF THE WEST CURB OF CONCRETE BRIDGE OVER BRIGHTON CANAL, 21
 LO0640'1/2 FEET WEST OF THE CENTER LINE OF THE WEST LANES OF THE ROAD AND 1/2
 LO0640'FOOT HIGHER THAN THE PAVEMENT.  SECTION 3, T 1 W, R 1 S.
 LO0640
 LO0640                          STATION RECOVERY (1995)
 LO0640
 LO0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 LO0640'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0270 ***********************************************************************
 LP0270  DESIGNATION -  X 175
 LP0270  PID         -  LP0270
 LP0270  STATE/COUNTY-  UT/TOOELE
 LP0270  COUNTRY     -  US
 LP0270  USGS QUAD   -  SAINT JOHN (2017)
 LP0270
 LP0270                         *CURRENT SURVEY CONTROL
 LP0270  ______________________________________________________________________
 LP0270* NAD 83(1986) POSITION- 40 18 28.86   (N) 112 24 12.85   (W)   HD_HELD1
 LP0270* NAVD 88 ORTHO HEIGHT -  1534.195 (meters)     5033.44  (feet) ADJUSTED
 LP0270  ______________________________________________________________________
 LP0270  GEOID HEIGHT    -        -17.731 (meters)                     GEOID18
 LP0270  DYNAMIC HEIGHT  -       1532.847 (meters)     5029.02  (feet) COMP
 LP0270  MODELED GRAVITY -    979,693.5   (mgal)                       NAVD 88
 LP0270
 LP0270  VERT ORDER      -  FIRST     CLASS I
 LP0270
 LP0270.The horizontal coordinates were determined by differentially corrected
 LP0270.hand held GPS observations or other comparable positioning techniques
 LP0270.and have an estimated accuracy of +/- 3 meters.
 LP0270
 LP0270.The orthometric height was determined by differential leveling and
 LP0270.adjusted by the NATIONAL GEODETIC SURVEY
 LP0270.in June 1991.
 LP0270
 LP0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0270.GEOID18 height accuracy estimate available here.
 LP0270
 LP0270.Click photographs - Photos may exist for this station.
 LP0270
 LP0270.The dynamic height is computed by dividing the NAVD 88
 LP0270.geopotential number by the normal gravity value computed on the
 LP0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0270.degrees latitude (g = 980.6199 gals.).
 LP0270
 LP0270.The modeled gravity was interpolated from observed gravity values.
 LP0270
 LP0270;                    North         East    Units  Estimated Accuracy
 LP0270;SPC UT C     - 2,219,617.8     423,195.0     MT  (+/- 3 meters HH1 GPS) 
 LP0270
 LP0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK8072962890(NAD 83)
 LP0270
 LP0270                          SUPERSEDED SURVEY CONTROL
 LP0270
 LP0270  NGVD 29 (??/??/92) 1533.04   (m)         5029.6    (f) COMPUTED    1 1
 LP0270
 LP0270.Superseded values are not recommended for survey control.
 LP0270
 LP0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0270.See file dsdata.pdf to determine how the superseded data were derived.
 LP0270
 LP0270_MARKER: DB = BENCH MARK DISK
 LP0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0270_STAMPING: X 175 1970
 LP0270_MARK LOGO: CGS
 LP0270_PROJECTION: FLUSH
 LP0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0270+STABILITY: SURFACE MOTION
 LP0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0270+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2023
 LP0270
 LP0270  HISTORY     - Date     Condition        Report By
 LP0270  HISTORY     - 1970     MONUMENTED       NGS
 LP0270  HISTORY     - 20230325 GOOD             INDIV
 LP0270
 LP0270                          STATION DESCRIPTION
 LP0270
 LP0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0270'10.55 MI S FROM STOCKTON.
 LP0270'10.55 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM AN ASPHALT
 LP0270'ROAD CROSSING AT STOCKTON, 1 1/2 FEET SOUTH OF MILE POST 732, 40.3
 LP0270'FEET WEST OF THE
 LP0270'WEST RAIL, 108 FEET EAST OF THE CENTER LINE OF STATE
 LP0270'HIGHWAY 36, 57.7 FEET EAST OF THE FENCE LINE, 1.4 FEET NORTH OF A
 LP0270'WITNESS POST, ABOUT 6 1/2 FEET LOWER THAN THE TRACK AND IN THE TOP OF
 LP0270'A CONCRETE POST PROJECTING 0.3 FOOT.  SECTION 9, T 5W, R 6S.
 LP0270
 LP0270                          STATION RECOVERY (2023)
 LP0270
 LP0270'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (JB)
 LP0270'10.55 MI (16.97 KM) ALONG THE PACIFIC RAILROAD FROM ANASPHALT ROAD
 LP0270'CROSSING AT STOCKTON, WEST FROM MILE MARKER 732.  40 WEST OF THE
 LP0270'CENTERLINE OF THE WEST TRACKS.  ON THE EAST SIDE OF THE EXISTING
 LP0270'HIGHWAY36.  NEXT TO A 3 FT (0.9 M) WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0295 ***********************************************************************
 LP0295  DESIGNATION -  X 176
 LP0295  PID         -  LP0295
 LP0295  STATE/COUNTY-  UT/TOOELE
 LP0295  COUNTRY     -  US
 LP0295  USGS QUAD   -  LOFGREEN (2017)
 LP0295
 LP0295                         *CURRENT SURVEY CONTROL
 LP0295  ______________________________________________________________________
 LP0295* NAD 83(1986) POSITION- 40 01 48.     (N) 112 18 37.     (W)   SCALED
 LP0295* NAVD 88 ORTHO HEIGHT -  1761.498 (meters)     5779.18  (feet) ADJUSTED
 LP0295  ______________________________________________________________________
 LP0295  GEOID HEIGHT    -        -17.753 (meters)                     GEOID18
 LP0295  DYNAMIC HEIGHT  -       1759.858 (meters)     5773.80  (feet) COMP
 LP0295  MODELED GRAVITY -    979,632.6   (mgal)                       NAVD 88
 LP0295
 LP0295  VERT ORDER      -  FIRST     CLASS I
 LP0295
 LP0295.The horizontal coordinates were scaled from a map and have
 LP0295.an estimated accuracy of +/- 6 seconds.
 LP0295
 LP0295.The orthometric height was determined by differential leveling and
 LP0295.adjusted by the NATIONAL GEODETIC SURVEY
 LP0295.in June 1991.
 LP0295
 LP0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0295.GEOID18 height accuracy estimate available here.
 LP0295
 LP0295.Click photographs - Photos may exist for this station.
 LP0295
 LP0295.The dynamic height is computed by dividing the NAVD 88
 LP0295.geopotential number by the normal gravity value computed on the
 LP0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0295.degrees latitude (g = 980.6199 gals.).
 LP0295
 LP0295.The modeled gravity was interpolated from observed gravity values.
 LP0295
 LP0295;                    North         East    Units  Estimated Accuracy
 LP0295;SPC UT C     - 2,188,680.      430,850.      MT  (+/- 180 meters Scaled)
 LP0295
 LP0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK882319(NAD 83)
 LP0295
 LP0295                          SUPERSEDED SURVEY CONTROL
 LP0295
 LP0295  NGVD 29 (??/??/92) 1760.41   (m)         5775.6    (f) COMPUTED    1 1
 LP0295
 LP0295.Superseded values are not recommended for survey control.
 LP0295
 LP0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0295.See file dsdata.pdf to determine how the superseded data were derived.
 LP0295
 LP0295_MARKER: DB = BENCH MARK DISK
 LP0295_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LP0295_SP_SET: CULVERT HEADWALL
 LP0295_STAMPING: X 176 1970
 LP0295_MARK LOGO: CGS
 LP0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0295+STABILITY: SURFACE MOTION
 LP0295
 LP0295  HISTORY     - Date     Condition        Report By
 LP0295  HISTORY     - 1970     MONUMENTED       NGS
 LP0295
 LP0295                          STATION DESCRIPTION
 LP0295
 LP0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0295'0.5 MI NW FROM LOFGREEN.
 LP0295'0.5 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 LP0295'SIGN AT LOFGREEN, IN THE TOP AND 1.1 FEET NORTH OF THE SOUTH END OF
 LP0295'THE EAST CONCRETE HEAD WALL OF CULVERT 710.46, 38.0 FEET EAST OF THE
 LP0295'EAST RAIL OF THE MAIN TRACK AND 10 FEET LOWER THAN THE TRACK. SECTION
 LP0295'20, T 4W, R 9S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0038 ***********************************************************************
 KO0038  DESIGNATION -  X 177
 KO0038  PID         -  KO0038
 KO0038  STATE/COUNTY-  UT/JUAB
 KO0038  COUNTRY     -  US
 KO0038  USGS QUAD   -  MCINTYRE (2017)
 KO0038
 KO0038                         *CURRENT SURVEY CONTROL
 KO0038  ______________________________________________________________________
 KO0038* NAD 83(1986) POSITION- 39 46 19.     (N) 112 11 33.     (W)   SCALED
 KO0038* NAVD 88 ORTHO HEIGHT -  1639.135 (meters)     5377.73  (feet) ADJUSTED
 KO0038  ______________________________________________________________________
 KO0038  GEOID HEIGHT    -        -18.033 (meters)                     GEOID18
 KO0038  DYNAMIC HEIGHT  -       1637.594 (meters)     5372.67  (feet) COMP
 KO0038  MODELED GRAVITY -    979,628.6   (mgal)                       NAVD 88
 KO0038
 KO0038  VERT ORDER      -  FIRST     CLASS I
 KO0038
 KO0038.The horizontal coordinates were scaled from a map and have
 KO0038.an estimated accuracy of +/- 6 seconds.
 KO0038
 KO0038.The orthometric height was determined by differential leveling and
 KO0038.adjusted by the NATIONAL GEODETIC SURVEY
 KO0038.in June 1991.
 KO0038
 KO0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0038.GEOID18 height accuracy estimate available here.
 KO0038
 KO0038.Click photographs - Photos may exist for this station.
 KO0038
 KO0038.The dynamic height is computed by dividing the NAVD 88
 KO0038.geopotential number by the normal gravity value computed on the
 KO0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0038.degrees latitude (g = 980.6199 gals.).
 KO0038
 KO0038.The modeled gravity was interpolated from observed gravity values.
 KO0038
 KO0038;                    North         East    Units  Estimated Accuracy
 KO0038;SPC UT C     - 2,159,940.      440,680.      MT  (+/- 180 meters Scaled)
 KO0038
 KO0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK978031(NAD 83)
 KO0038
 KO0038                          SUPERSEDED SURVEY CONTROL
 KO0038
 KO0038.No superseded survey control is available for this station.
 KO0038
 KO0038_MARKER: DB = BENCH MARK DISK
 KO0038_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0038_SP_SET: CULVERT HEAD WALL
 KO0038_STAMPING: X 177 1970
 KO0038_MARK LOGO: CGS
 KO0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0038+STABILITY: SURFACE MOTION
 KO0038
 KO0038  HISTORY     - Date     Condition        Report By
 KO0038  HISTORY     - 1970     MONUMENTED       NGS
 KO0038
 KO0038                          STATION DESCRIPTION
 KO0038
 KO0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0038'11.45 MI S FROM TINTIC JUNCTION.
 KO0038'11.45 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 KO0038'TINTIC JUNCTION, 4 POLES NORTHEAST OF MILEPOLE 687, IN THE TOP AND 2.2
 KO0038'FEET NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD
 KO0038'WALL OF CULVERT 687.12, 23.2 FEET NORTHWEST OF THE NORTHWEST RAIL, AND
 KO0038'ABOUT 10 FEET LOWER THAN THE TRACK.  SECTION 21, T 12S, R 3W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0023 ***********************************************************************
 KO0023  DESIGNATION -  X 178
 KO0023  PID         -  KO0023
 KO0023  STATE/COUNTY-  UT/JUAB
 KO0023  COUNTRY     -  US
 KO0023  USGS QUAD   -  TANNER CREEK NARROWS (2017)
 KO0023
 KO0023                         *CURRENT SURVEY CONTROL
 KO0023  ______________________________________________________________________
 KO0023* NAD 83(2011) POSITION- 39 40 00.86427(N) 112 16 51.32677(W)   ADJUSTED
 KO0023* NAD 83(2011) ELLIP HT-  1506.499 (meters)        (06/27/12)   ADJUSTED
 KO0023* NAD 83(2011) EPOCH   -  2010.00
 KO0023* NAVD 88 ORTHO HEIGHT -  1524.652 (meters)     5002.13  (feet) ADJUSTED
 KO0023  ______________________________________________________________________
 KO0023  GEOID HEIGHT    -        -18.176 (meters)                     GEOID18
 KO0023  NAD 83(2011) X  - -1,864,482.596 (meters)                     COMP
 KO0023  NAD 83(2011) Y  - -4,550,393.009 (meters)                     COMP
 KO0023  NAD 83(2011) Z  -  4,050,547.012 (meters)                     COMP
 KO0023  LAPLACE CORR    -          3.73  (seconds)                    DEFLEC18
 KO0023  DYNAMIC HEIGHT  -       1523.277 (meters)     4997.62  (feet) COMP
 KO0023  MODELED GRAVITY -    979,670.6   (mgal)                       NAVD 88
 KO0023
 KO0023  VERT ORDER      -  FIRST     CLASS I
 KO0023
 KO0023  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KO0023  Standards:
 KO0023         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KO0023            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KO0023  -------------------------------------------------------------------
 KO0023  NETWORK    0.57   1.61           0.25   0.21   0.82      0.00311219
 KO0023  -------------------------------------------------------------------
 KO0023  Click here for local accuracies and other accuracy information.
 KO0023
 KO0023.The horizontal coordinates were established by GPS observations
 KO0023.and adjusted by the National Geodetic Survey in June 2012.
 KO0023
 KO0023.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KO0023.been affixed to the stable North American tectonic plate. See 
 KO0023.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KO0023
 KO0023.The horizontal coordinates are valid at the epoch date displayed above
 KO0023.which is a decimal equivalence of Year/Month/Day.
 KO0023
 KO0023.The orthometric height was determined by differential leveling and
 KO0023.adjusted by the NATIONAL GEODETIC SURVEY
 KO0023.in June 1991.
 KO0023
 KO0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0023.GEOID18 height accuracy estimate available here.
 KO0023
 KO0023.Click photographs - Photos may exist for this station.
 KO0023
 KO0023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KO0023
 KO0023.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0023
 KO0023.The ellipsoidal height was determined by GPS observations
 KO0023.and is referenced to NAD 83.
 KO0023
 KO0023.The dynamic height is computed by dividing the NAVD 88
 KO0023.geopotential number by the normal gravity value computed on the
 KO0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0023.degrees latitude (g = 980.6199 gals.).
 KO0023
 KO0023.The modeled gravity was interpolated from observed gravity values.
 KO0023
 KO0023. The following values were computed from the NAD 83(2011) position.
 KO0023
 KO0023;                    North         East     Units Scale Factor Converg.
 KO0023;SPC UT C     - 2,148,343.705   432,998.332   MT  0.99990310   -0 30 00.9
 KO0023;SPC UT C     - 7,048,357.64  1,420,595.36   sFT  0.99990310   -0 30 00.9
 KO0023;UTM  12      - 4,391,572.219   390,129.573   MT  0.99974862   -0 49 03.8
 KO0023
 KO0023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0023!SPC UT C     -   0.99976371  x   0.99990310  =   0.99966683
 KO0023!UTM  12      -   0.99976371  x   0.99974862  =   0.99951239
 KO0023
 KO0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ9012991572(NAD 83)
 KO0023
 KO0023                          SUPERSEDED SURVEY CONTROL
 KO0023
 KO0023  NAD 83(2007)-  39 40 00.86403(N)    112 16 51.32681(W) AD(2002.00) A
 KO0023  ELLIP H (05/19/09) 1506.506  (m)                       GP(2002.00) 3 1
 KO0023  NAD 83(1994)-  39 40 00.86384(N)    112 16 51.32664(W) AD(       ) A
 KO0023  ELLIP H (09/19/06) 1506.497  (m)                       GP(       ) 3 1
 KO0023  NAVD 88            1524.65   (m)         5002.1    (f) LEVELING    3  
 KO0023
 KO0023.Superseded values are not recommended for survey control.
 KO0023
 KO0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0023.See file dsdata.pdf to determine how the superseded data were derived.
 KO0023
 KO0023_MARKER: DB = BENCH MARK DISK
 KO0023_SETTING: 66 = SET IN ROCK OUTCROP
 KO0023_STAMPING: X 178 1970
 KO0023_MARK LOGO: CGS
 KO0023_MAGNETIC: N = NO MAGNETIC MATERIAL
 KO0023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KO0023+STABILITY: POSITION/ELEVATION WELL
 KO0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0023+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 KO0023
 KO0023  HISTORY     - Date     Condition        Report By
 KO0023  HISTORY     - 1970     MONUMENTED       NGS
 KO0023  HISTORY     - 20060726 GOOD             SUNENG
 KO0023
 KO0023                          STATION DESCRIPTION
 KO0023
 KO0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0023'11.6 MI NE FROM LYNNDYL.
 KO0023'11.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0023'SIGN AT LYNNDYL, 2 POLES SOUTHWEST AND ACROSS THE TRACK FROM MILEPOLE
 KO0023'677.50, AT THE NORTHWEST BASE OF A ROCKY HILL, IN THE TOP OF A LEDGE
 KO0023'OF AN OUTCROP WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND, 236.1 FEET
 KO0023'SOUTHEAST OF THE SOUTHEAST RAIL, 285 FEET SOUTHEAST OF THE SECOND
 KO0023'POLE SOUTHWEST OF THE MILEPOLE, 138.5 FEET SOUTHEAST OF THE SOUTHEAST
 KO0023'RIGHT-OF-WAY FENCE, 9.6 FEET NORTHEAST OF A WITNESS POST, AND ABOUT 1
 KO0023'FOOT HIGHER THAN THE TRACK.  SECTION 27, T 13S, R 4W.
 KO0023
 KO0023                          STATION RECOVERY (2006)
 KO0023
 KO0023'RECOVERY NOTE BY SUNRISE ENGINEERING 2006 (BLC)
 KO0023'RECOVERED AS DESCRIBED.  2006
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0208 ***********************************************************************
 KO0208  DESIGNATION -  X 179
 KO0208  PID         -  KO0208
 KO0208  STATE/COUNTY-  UT/MILLARD
 KO0208  COUNTRY     -  US
 KO0208  USGS QUAD   -  SUNSTONE KNOLL (2017)
 KO0208
 KO0208                         *CURRENT SURVEY CONTROL
 KO0208  ______________________________________________________________________
 KO0208* NAD 83(1986) POSITION- 39 13 04.     (N) 112 40 35.     (W)   SCALED
 KO0208* NAVD 88 ORTHO HEIGHT -  1393.192 (meters)     4570.83  (feet) ADJUSTED
 KO0208  ______________________________________________________________________
 KO0208  GEOID HEIGHT    -        -19.904 (meters)                     GEOID18
 KO0208  DYNAMIC HEIGHT  -       1391.881 (meters)     4566.53  (feet) COMP
 KO0208  MODELED GRAVITY -    979,638.3   (mgal)                       NAVD 88
 KO0208
 KO0208  VERT ORDER      -  FIRST     CLASS I
 KO0208
 KO0208.The horizontal coordinates were scaled from a map and have
 KO0208.an estimated accuracy of +/- 6 seconds.
 KO0208
 KO0208.The orthometric height was determined by differential leveling and
 KO0208.adjusted by the NATIONAL GEODETIC SURVEY
 KO0208.in June 1991.
 KO0208
 KO0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0208.GEOID18 height accuracy estimate available here.
 KO0208
 KO0208.Click photographs - Photos may exist for this station.
 KO0208
 KO0208.The dynamic height is computed by dividing the NAVD 88
 KO0208.geopotential number by the normal gravity value computed on the
 KO0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0208.degrees latitude (g = 980.6199 gals.).
 KO0208
 KO0208.The modeled gravity was interpolated from observed gravity values.
 KO0208
 KO0208;                    North         East    Units  Estimated Accuracy
 KO0208;SPC UT C     - 2,098,860.      398,410.      MT  (+/- 180 meters Scaled)
 KO0208
 KO0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ552422(NAD 83)
 KO0208
 KO0208                          SUPERSEDED SURVEY CONTROL
 KO0208
 KO0208  NGVD 29 (??/??/92) 1392.10   (m)         4567.2    (f) COMPUTED    1 1
 KO0208
 KO0208.Superseded values are not recommended for survey control.
 KO0208
 KO0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0208.See file dsdata.pdf to determine how the superseded data were derived.
 KO0208
 KO0208_MARKER: DB = BENCH MARK DISK
 KO0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0208_STAMPING: X 179 1970
 KO0208_MARK LOGO: CGS
 KO0208_PROJECTION: PROJECTING
 KO0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0208+STABILITY: SURFACE MOTION
 KO0208
 KO0208  HISTORY     - Date     Condition        Report By
 KO0208  HISTORY     - 1970     MONUMENTED       NGS
 KO0208
 KO0208                          STATION DESCRIPTION
 KO0208
 KO0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0208'10.9 MI SW FROM DELTA.
 KO0208'10.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0208'AT DELTA, 1 POLE NORTHEAST OF HIGHWAY MILEPOST 62, 2 FEET SOUTHWEST OF
 KO0208'MILEPOLE 638.50, 87.8 FEET NORTHWEST OF THE NORTHWEST RAIL, 25 1/2
 KO0208'FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 257, 4.6 FEET
 KO0208'SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE, 1.9 FEET NORTHEAST OF A
 KO0208'WITNESS POST, ABOUT 6 1/2 FEET LOWER THAN THE TRACK, ABOUT 1/2 FOOT
 KO0208'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KO0208'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0298 ***********************************************************************
 JM0298  DESIGNATION -  X 18
 JM0298  PID         -  JM0298
 JM0298  STATE/COUNTY-  UT/GRAND
 JM0298  COUNTRY     -  US
 JM0298  USGS QUAD   -  KLONDIKE BLUFFS (2017)
 JM0298
 JM0298                         *CURRENT SURVEY CONTROL
 JM0298  ______________________________________________________________________
 JM0298* NAD 83(1986) POSITION- 38 46 01.     (N) 109 44 44.     (W)   SCALED
 JM0298* NAVD 88 ORTHO HEIGHT -  1390.266 (meters)     4561.23  (feet) ADJUSTED
 JM0298  ______________________________________________________________________
 JM0298  GEOID HEIGHT    -        -20.716 (meters)                     GEOID18
 JM0298  DYNAMIC HEIGHT  -       1388.851 (meters)     4556.59  (feet) COMP
 JM0298  MODELED GRAVITY -    979,563.2   (mgal)                       NAVD 88
 JM0298
 JM0298  VERT ORDER      -  FIRST     CLASS II
 JM0298
 JM0298.The horizontal coordinates were scaled from a map and have
 JM0298.an estimated accuracy of +/- 6 seconds.
 JM0298
 JM0298.The orthometric height was determined by differential leveling and
 JM0298.adjusted by the NATIONAL GEODETIC SURVEY
 JM0298.in June 1991.
 JM0298
 JM0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0298.GEOID18 height accuracy estimate available here.
 JM0298
 JM0298.Click photographs - Photos may exist for this station.
 JM0298
 JM0298.The dynamic height is computed by dividing the NAVD 88
 JM0298.geopotential number by the normal gravity value computed on the
 JM0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0298.degrees latitude (g = 980.6199 gals.).
 JM0298
 JM0298.The modeled gravity was interpolated from observed gravity values.
 JM0298
 JM0298;                    North         East    Units  Estimated Accuracy
 JM0298;SPC UT C     - 2,049,640.      652,480.      MT  (+/- 180 meters Scaled)
 JM0298
 JM0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH089916(NAD 83)
 JM0298
 JM0298                          SUPERSEDED SURVEY CONTROL
 JM0298
 JM0298  NGVD 29 (??/??/92) 1389.261  (m)         4557.93   (f) ADJ UNCH    1 2
 JM0298
 JM0298.Superseded values are not recommended for survey control.
 JM0298
 JM0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0298.See file dsdata.pdf to determine how the superseded data were derived.
 JM0298
 JM0298_MARKER: DB = BENCH MARK DISK
 JM0298_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JM0298_SP_SET: CULVERT HEADWALL
 JM0298_STAMPING: 4557.934 X 18 1933
 JM0298_MARK LOGO: CGS
 JM0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0298+STABILITY: SURFACE MOTION
 JM0298
 JM0298  HISTORY     - Date     Condition        Report By
 JM0298  HISTORY     - 1933     MONUMENTED       CGS
 JM0298  HISTORY     - 1958     MARK NOT FOUND   USGS
 JM0298  HISTORY     - 20091122 MARK NOT FOUND   GEOCAC
 JM0298
 JM0298                          STATION DESCRIPTION
 JM0298
 JM0298'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JM0298'7.6 MI S FROM VALLEY CITY.
 JM0298'7.6 MILES SOUTH ALONG U.S. HIGHWAY 450 FROM VALLEY CITY, GRAND COUNTY,
 JM0298'AT A 24-INCH CULVERT, IN THE TOP OF THE WEST END OF A CUT-OFF WALL AND
 JM0298'WASH CHECK, AND 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY. A
 JM0298'STANDARD DISK, STAMPED 4557.934 X 18 1933.
 JM0298
 JM0298                          STATION RECOVERY (2009)
 JM0298
 JM0298'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0298'CULVERT STRUCTURE NOT FOUND. US 191 HAS BEEN WIDENED AND MOVED AT THIS
 JM0298'LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0256 ***********************************************************************
 JO0256  DESIGNATION -  X 180
 JO0256  PID         -  JO0256
 JO0256  STATE/COUNTY-  UT/MILLARD
 JO0256  COUNTRY     -  US
 JO0256  USGS QUAD   -  BORDEN (2017)
 JO0256
 JO0256                         *CURRENT SURVEY CONTROL
 JO0256  ______________________________________________________________________
 JO0256* NAD 83(1986) POSITION- 38 57 01.     (N) 112 48 21.     (W)   SCALED
 JO0256* NAVD 88 ORTHO HEIGHT -  1458.184 (meters)     4784.06  (feet) ADJUSTED
 JO0256  ______________________________________________________________________
 JO0256  GEOID HEIGHT    -        -20.093 (meters)                     GEOID18
 JO0256  DYNAMIC HEIGHT  -       1456.777 (meters)     4779.44  (feet) COMP
 JO0256  MODELED GRAVITY -    979,611.9   (mgal)                       NAVD 88
 JO0256
 JO0256  VERT ORDER      -  FIRST     CLASS I
 JO0256
 JO0256.The horizontal coordinates were scaled from a map and have
 JO0256.an estimated accuracy of +/- 6 seconds.
 JO0256
 JO0256.The orthometric height was determined by differential leveling and
 JO0256.adjusted by the NATIONAL GEODETIC SURVEY
 JO0256.in June 1991.
 JO0256
 JO0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0256.GEOID18 height accuracy estimate available here.
 JO0256
 JO0256.Click photographs - Photos may exist for this station.
 JO0256
 JO0256.The dynamic height is computed by dividing the NAVD 88
 JO0256.geopotential number by the normal gravity value computed on the
 JO0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0256.degrees latitude (g = 980.6199 gals.).
 JO0256
 JO0256.The modeled gravity was interpolated from observed gravity values.
 JO0256
 JO0256;                    North         East    Units  Estimated Accuracy
 JO0256;SPC UT C     - 2,069,320.      386,800.      MT  (+/- 180 meters Scaled)
 JO0256
 JO0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ435128(NAD 83)
 JO0256
 JO0256                          SUPERSEDED SURVEY CONTROL
 JO0256
 JO0256  NGVD 29 (??/??/92) 1457.09   (m)         4780.5    (f) COMPUTED    1 1
 JO0256
 JO0256.Superseded values are not recommended for survey control.
 JO0256
 JO0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0256.See file dsdata.pdf to determine how the superseded data were derived.
 JO0256
 JO0256_MARKER: DB = BENCH MARK DISK
 JO0256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JO0256_SP_SET: ABUTMENT
 JO0256_STAMPING: X 180 1970
 JO0256_MARK LOGO: CGS
 JO0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0256
 JO0256  HISTORY     - Date     Condition        Report By
 JO0256  HISTORY     - 1970     MONUMENTED       NGS
 JO0256
 JO0256                          STATION DESCRIPTION
 JO0256
 JO0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0256'19.35 MI NE FROM BLACK ROCK.
 JO0256'19.35 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JO0256'STATION AT BLACK ROCK, NEAR MILEPOLE 618.75, IN THE TOP AND 1.1 FEET
 JO0256'EAST OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF BRIDGE 618.75,
 JO0256'6.0 FEET WEST OF THE WEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0226 ***********************************************************************
 JO0226  DESIGNATION -  X 181
 JO0226  PID         -  JO0226
 JO0226  STATE/COUNTY-  UT/MILLARD
 JO0226  COUNTRY     -  US
 JO0226  USGS QUAD   -  BLACK ROCK (2017)
 JO0226
 JO0226                         *CURRENT SURVEY CONTROL
 JO0226  ______________________________________________________________________
 JO0226* NAD 83(1986) POSITION- 38 42 50.     (N) 112 57 11.     (W)   SCALED
 JO0226* NAVD 88 ORTHO HEIGHT -  1500.853 (meters)     4924.05  (feet) ADJUSTED
 JO0226  ______________________________________________________________________
 JO0226  GEOID HEIGHT    -        -20.353 (meters)                     GEOID18
 JO0226  DYNAMIC HEIGHT  -       1499.373 (meters)     4919.19  (feet) COMP
 JO0226  MODELED GRAVITY -    979,589.5   (mgal)                       NAVD 88
 JO0226
 JO0226  VERT ORDER      -  FIRST     CLASS I
 JO0226
 JO0226.The horizontal coordinates were scaled from a map and have
 JO0226.an estimated accuracy of +/- 6 seconds.
 JO0226
 JO0226.The orthometric height was determined by differential leveling and
 JO0226.adjusted by the NATIONAL GEODETIC SURVEY
 JO0226.in June 1991.
 JO0226
 JO0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0226.GEOID18 height accuracy estimate available here.
 JO0226
 JO0226.Click photographs - Photos may exist for this station.
 JO0226
 JO0226.The dynamic height is computed by dividing the NAVD 88
 JO0226.geopotential number by the normal gravity value computed on the
 JO0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0226.degrees latitude (g = 980.6199 gals.).
 JO0226
 JO0226.The modeled gravity was interpolated from observed gravity values.
 JO0226
 JO0226;                    North         East    Units  Estimated Accuracy
 JO0226;SPC UT C     - 2,043,280.      373,620.      MT  (+/- 180 meters Scaled)
 JO0226
 JO0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH301868(NAD 83)
 JO0226
 JO0226                          SUPERSEDED SURVEY CONTROL
 JO0226
 JO0226  NGVD 29 (??/??/92) 1499.575  (m)         4919.86   (f) ADJ UNCH    1 1
 JO0226
 JO0226.Superseded values are not recommended for survey control.
 JO0226
 JO0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0226.See file dsdata.pdf to determine how the superseded data were derived.
 JO0226
 JO0226_MARKER: DB = BENCH MARK DISK
 JO0226_SETTING: 66 = SET IN ROCK OUTCROP
 JO0226_STAMPING: X 181 1970
 JO0226_MARK LOGO: CGS
 JO0226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0226+STABILITY: POSITION/ELEVATION WELL
 JO0226
 JO0226  HISTORY     - Date     Condition        Report By
 JO0226  HISTORY     - 1970     MONUMENTED       NGS
 JO0226
 JO0226                          STATION DESCRIPTION
 JO0226
 JO0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0226'0.85 MI E FROM BLACK ROCK.
 JO0226'0.85 MILE EAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC RAILROAD
 JO0226'STATION AT BLACK ROCK, 0.1 MILE NORTHEAST OF THE JUNCTION OF A
 JO0226'DRIVEWAY TO A RANCHHOUSE AND A POINT WHERE THE ROAD CURVES TO THE
 JO0226'NORTHEAST UPHILL, IN THE TOP AND ALONG THE SOUTHEAST EDGE OF A LARGE
 JO0226'LAVA ROCK OUTCROP WHICH PROJECTS ABOUT 5 FEET ABOVE THE GROUND ON THE
 JO0226'SOUTHEAST SIDE, 86 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 JO0226'178.5 FEET SOUTH OF BENCH MARK Y 181, 264 FEET SOUTHWEST OF BENCH MARK
 JO0226'Z 181, 24 FEET NORTHWEST OF THE NORTHWEST EDGE OF A DEEP DITCH, AND
 JO0226'ABOUT 10 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0327 ***********************************************************************
 JO0327  DESIGNATION -  X 182
 JO0327  PID         -  JO0327
 JO0327  STATE/COUNTY-  UT/BEAVER
 JO0327  COUNTRY     -  US
 JO0327  USGS QUAD   -  MILFORD (2017)
 JO0327
 JO0327                         *CURRENT SURVEY CONTROL
 JO0327  ______________________________________________________________________
 JO0327* NAD 83(1986) POSITION- 38 24 02.     (N) 113 02 06.     (W)   SCALED
 JO0327* NAVD 88 ORTHO HEIGHT -  1545.965 (meters)     5072.05  (feet) ADJUSTED
 JO0327  ______________________________________________________________________
 JO0327  GEOID HEIGHT    -        -20.950 (meters)                     GEOID18
 JO0327  DYNAMIC HEIGHT  -       1544.348 (meters)     5066.75  (feet) COMP
 JO0327  MODELED GRAVITY -    979,529.0   (mgal)                       NAVD 88
 JO0327
 JO0327  VERT ORDER      -  FIRST     CLASS I
 JO0327
 JO0327.The horizontal coordinates were scaled from a map and have
 JO0327.an estimated accuracy of +/- 6 seconds.
 JO0327
 JO0327.The orthometric height was determined by differential leveling and
 JO0327.adjusted by the NATIONAL GEODETIC SURVEY
 JO0327.in June 1991.
 JO0327
 JO0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0327.GEOID18 height accuracy estimate available here.
 JO0327
 JO0327.Click photographs - Photos may exist for this station.
 JO0327
 JO0327.The dynamic height is computed by dividing the NAVD 88
 JO0327.geopotential number by the normal gravity value computed on the
 JO0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0327.degrees latitude (g = 980.6199 gals.).
 JO0327
 JO0327.The modeled gravity was interpolated from observed gravity values.
 JO0327
 JO0327;                    North         East    Units  Estimated Accuracy
 JO0327;SPC UT S     - 3,193,540.      365,920.      MT  (+/- 180 meters Scaled)
 JO0327
 JO0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH223522(NAD 83)
 JO0327
 JO0327                          SUPERSEDED SURVEY CONTROL
 JO0327
 JO0327.No superseded survey control is available for this station.
 JO0327
 JO0327_MARKER: DB = BENCH MARK DISK
 JO0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0327_STAMPING: X 182 1970
 JO0327_MARK LOGO: CGS
 JO0327_PROJECTION: PROJECTING 5 CENTIMETERS
 JO0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0327+STABILITY: SURFACE MOTION
 JO0327
 JO0327  HISTORY     - Date     Condition        Report By
 JO0327  HISTORY     - 1970     MONUMENTED       NGS
 JO0327  HISTORY     - 1984     GOOD             NGS
 JO0327
 JO0327                          STATION DESCRIPTION
 JO0327
 JO0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0327'1.4 MI W FROM MILFORD.
 JO0327'1.4 MILES WEST ALONG STATE HIGHWAY 21 (CENTER STREET) FROM THE
 JO0327'JUNCTION OF MAIN STREET AT MILFORD, 0.25 MILE NORTHWEST OF HIGHWAY
 JO0327'MILEPOST 77, 0.4 MILE NORTHWEST OF A CATTLEGUARD, 0.05 MILE SOUTHEAST
 JO0327'OF THE JUNCTION OF A DIRT ROAD SOUTH, 42 FEET SOUTHWEST OF THE CENTER
 JO0327'LINE OF THE HIGHWAY, 1 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 1.9
 JO0327'FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 JO0327'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 JO0327'ABOVE THE GROUND.  SECTION 1, T 28S, R11W.
 JO0327
 JO0327                          STATION RECOVERY (1984)
 JO0327
 JO0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0327'RECOVERED IN GOOD CONDITION.  THE 1970 DESCRIPTION IS ADEQUATE EXCEPT
 JO0327'ADD--0.64 KM (0.40 MI) NORTHWEST OF MILEPOST 76.
 JO0327'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 JO0327'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0222 ***********************************************************************
 JM0222  DESIGNATION -  X 19
 JM0222  PID         -  JM0222
 JM0222  STATE/COUNTY-  UT/SAN JUAN
 JM0222  COUNTRY     -  US
 JM0222  USGS QUAD   -  KANE SPRINGS (2017)
 JM0222
 JM0222                         *CURRENT SURVEY CONTROL
 JM0222  ______________________________________________________________________
 JM0222* NAD 83(1986) POSITION- 38 29 25.2    (N) 109 27 12.0    (W)   HD_HELD2
 JM0222* NAVD 88 ORTHO HEIGHT -  1477.787 (meters)     4848.37  (feet) ADJUSTED
 JM0222  ______________________________________________________________________
 JM0222  GEOID HEIGHT    -        -19.757 (meters)                     GEOID18
 JM0222  DYNAMIC HEIGHT  -       1476.197 (meters)     4843.16  (feet) COMP
 JM0222  MODELED GRAVITY -    979,502.2   (mgal)                       NAVD 88
 JM0222
 JM0222  VERT ORDER      -  FIRST     CLASS II
 JM0222
 JM0222.The horizontal coordinates were established by autonomous hand held GPS
 JM0222.observations and have an estimated accuracy of +/- 10 meters.
 JM0222
 JM0222.The orthometric height was determined by differential leveling and
 JM0222.adjusted by the NATIONAL GEODETIC SURVEY
 JM0222.in June 1991.
 JM0222
 JM0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0222.GEOID18 height accuracy estimate available here.
 JM0222
 JM0222.Click photographs - Photos may exist for this station.
 JM0222
 JM0222.The dynamic height is computed by dividing the NAVD 88
 JM0222.geopotential number by the normal gravity value computed on the
 JM0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0222.degrees latitude (g = 980.6199 gals.).
 JM0222
 JM0222.The modeled gravity was interpolated from observed gravity values.
 JM0222
 JM0222;                    North         East    Units  Estimated Accuracy
 JM0222;SPC UT S     - 3,204,360.      678,551.      MT  (+/- 10 meters HH2 GPS)
 JM0222
 JM0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH3488761354(NAD 83)
 JM0222
 JM0222                          SUPERSEDED SURVEY CONTROL
 JM0222
 JM0222  NGVD 29 (??/??/92) 1476.737  (m)         4844.93   (f) ADJ UNCH    1 2
 JM0222
 JM0222.Superseded values are not recommended for survey control.
 JM0222
 JM0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0222.See file dsdata.pdf to determine how the superseded data were derived.
 JM0222
 JM0222_MARKER: DB = BENCH MARK DISK
 JM0222_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JM0222_SP_SET: CULVERT
 JM0222_STAMPING: ELEV. 4844.928 X 19 1933
 JM0222_MARK LOGO: CGS
 JM0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0222+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2012
 JM0222
 JM0222  HISTORY     - Date     Condition        Report By
 JM0222  HISTORY     - 1933     MONUMENTED       CGS
 JM0222  HISTORY     - 1934     GOOD             CGS
 JM0222  HISTORY     - 1982     GOOD             USGS
 JM0222  HISTORY     - 20091109 GOOD             GEOCAC
 JM0222  HISTORY     - 20120904 GOOD             GEOCAC
 JM0222
 JM0222                          STATION DESCRIPTION
 JM0222
 JM0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0222'8.3 MI SE FROM MOAB.
 JM0222'IN SAN JUAN COUNTY, 8.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 450 FROM
 JM0222'THE COURTHOUSE AT MOAB, GRAND COUNTY, 115 FEET SOUTHEAST OF THE GRAND
 JM0222'SAN JUAN COUNTY LINE, AT A 5- BY 5-FOOT CONCRETE CULVERT, AND IN THE
 JM0222'TOP OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL.  A STANDARD DISK,
 JM0222'STAMPED 4844.928 X 19 1933.
 JM0222
 JM0222                          STATION RECOVERY (1982)
 JM0222
 JM0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0222'MOAB, 7.85 MILES SOUTHEAST ALONG U.S. HWY. 191 FROM MAIN AND CENTER
 JM0222'STREET IN MOAB, UTAH. .55 MILES EAST ALONG THE LOOP ROAD, .2 MILE
 JM0222'NORTHWEST ALONG PAVED ROAD AT A 5 BY 5 FOOT CONCRETE CULVERT, AND IN
 JM0222'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL.
 JM0222
 JM0222                          STATION RECOVERY (2009)
 JM0222
 JM0222'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0222'RECOVERED IN GOOD CONDITION.
 JM0222
 JM0222                          STATION RECOVERY (2012)
 JM0222
 JM0222'RECOVERY NOTE BY GEOCACHING 2012 (BA)
 JM0222'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0387 ***********************************************************************
 HN0387  DESIGNATION -  X 2
 HN0387  PID         -  HN0387
 HN0387  STATE/COUNTY-  UT/KANE
 HN0387  COUNTRY     -  US
 HN0387  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0387
 HN0387                         *CURRENT SURVEY CONTROL
 HN0387  ______________________________________________________________________
 HN0387* NAD 83(1986) POSITION- 37 01 27.     (N) 111 23 01.     (W)   SCALED
 HN0387* NAVD 88 ORTHO HEIGHT -  1194.909 (meters)     3920.30  (feet) ADJUSTED
 HN0387  ______________________________________________________________________
 HN0387  GEOID HEIGHT    -        -23.451 (meters)                     GEOID18
 HN0387  DYNAMIC HEIGHT  -       1193.520 (meters)     3915.74  (feet) COMP
 HN0387  MODELED GRAVITY -    979,429.6   (mgal)                       NAVD 88
 HN0387
 HN0387  VERT ORDER      -  FIRST     CLASS II
 HN0387
 HN0387.The horizontal coordinates were scaled from a map and have
 HN0387.an estimated accuracy of +/- 6 seconds.
 HN0387
 HN0387.The orthometric height was determined by differential leveling and
 HN0387.adjusted by the NATIONAL GEODETIC SURVEY
 HN0387.in June 1991.
 HN0387
 HN0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0387.GEOID18 height accuracy estimate available here.
 HN0387
 HN0387.Click photographs - Photos may exist for this station.
 HN0387
 HN0387.The dynamic height is computed by dividing the NAVD 88
 HN0387.geopotential number by the normal gravity value computed on the
 HN0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0387.degrees latitude (g = 980.6199 gals.).
 HN0387
 HN0387.The modeled gravity was interpolated from observed gravity values.
 HN0387
 HN0387;                    North         East    Units  Estimated Accuracy
 HN0387;SPC UT S     - 3,039,680.      510,360.      MT  (+/- 180 meters Scaled)
 HN0387
 HN0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF658976(NAD 83)
 HN0387
 HN0387                          SUPERSEDED SURVEY CONTROL
 HN0387
 HN0387  NGVD 29 (??/??/92) 1193.980  (m)         3917.25   (f) ADJ UNCH    1 2
 HN0387
 HN0387.Superseded values are not recommended for survey control.
 HN0387
 HN0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0387.See file dsdata.pdf to determine how the superseded data were derived.
 HN0387
 HN0387_MARKER: DD = SURVEY DISK
 HN0387_SETTING: 66 = SET IN ROCK OUTCROP
 HN0387_STAMPING: X 2 1959
 HN0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0387+STABILITY: POSITION/ELEVATION WELL
 HN0387
 HN0387  HISTORY     - Date     Condition        Report By
 HN0387  HISTORY     - 1959     MONUMENTED       BOR
 HN0387  HISTORY     - 1962     GOOD             CGS
 HN0387
 HN0387                          STATION DESCRIPTION
 HN0387
 HN0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0387'26.15 MI SE FROM GLEN CANYON CITY.
 HN0387'ABOUT 10.3 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0387'SERVICE STATION WHICH IS ON U. S. HIGHWAY 89 AT GLEN CANYON CITY.
 HN0387'THENCE 15.85 MILES SOUTHEAST ACROSS COUNTRY.  1.95 MILES
 HN0387'NORTH-NORTHWEST OF THE NORTHWEST RIM OF THE COLORADO RIVER, SET IN THE
 HN0387'TOP OF A LARGE MUSHROOM SHAPED SANDSTONE OUTCROP WHICH PROJECTS 8 1/2
 HN0387'FEET ABOVE THE GROUND ON THE SOUTHEAST SIDE, 0.15 MILE NORTH OF A DIRT
 HN0387'ROAD, AND 78 FEET SOUTHEAST OF THE BASE OF A ROCK CLIFF WHICH FORMS A
 HN0387'POINT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0035 ***********************************************************************
 LP0035  DESIGNATION -  X 2
 LP0035  PID         -  LP0035
 LP0035  STATE/COUNTY-  UT/TOOELE
 LP0035  COUNTRY     -  US
 LP0035  USGS QUAD   -  SAINT JOHN (2017)
 LP0035
 LP0035                         *CURRENT SURVEY CONTROL
 LP0035  ______________________________________________________________________
 LP0035* NAD 83(1986) POSITION- 40 15 36.     (N) 112 23 39.     (W)   SCALED
 LP0035* NAVD 88 ORTHO HEIGHT -  1544.159 (meters)     5066.13  (feet) ADJUSTED
 LP0035  ______________________________________________________________________
 LP0035  GEOID HEIGHT    -        -17.787 (meters)                     GEOID18
 LP0035  DYNAMIC HEIGHT  -       1542.799 (meters)     5061.67  (feet) COMP
 LP0035  MODELED GRAVITY -    979,690.6   (mgal)                       NAVD 88
 LP0035
 LP0035  VERT ORDER      -  FIRST     CLASS I
 LP0035
 LP0035.The horizontal coordinates were scaled from a map and have
 LP0035.an estimated accuracy of +/- 6 seconds.
 LP0035
 LP0035.The orthometric height was determined by differential leveling and
 LP0035.adjusted by the NATIONAL GEODETIC SURVEY
 LP0035.in June 1991.
 LP0035
 LP0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0035.GEOID18 height accuracy estimate available here.
 LP0035
 LP0035.Click photographs - Photos may exist for this station.
 LP0035
 LP0035.The dynamic height is computed by dividing the NAVD 88
 LP0035.geopotential number by the normal gravity value computed on the
 LP0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0035.degrees latitude (g = 980.6199 gals.).
 LP0035
 LP0035.The modeled gravity was interpolated from observed gravity values.
 LP0035
 LP0035;                    North         East    Units  Estimated Accuracy
 LP0035;SPC UT C     - 2,214,280.      423,940.      MT  (+/- 180 meters Scaled)
 LP0035
 LP0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK814575(NAD 83)
 LP0035
 LP0035                          SUPERSEDED SURVEY CONTROL
 LP0035
 LP0035  NGVD 29 (??/??/92) 1543.007  (m)         5062.35   (f) ADJ UNCH    1 1
 LP0035
 LP0035.Superseded values are not recommended for survey control.
 LP0035
 LP0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0035.See file dsdata.pdf to determine how the superseded data were derived.
 LP0035
 LP0035_MARKER: P = PIPE CAP
 LP0035_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LP0035_STAMPING: 5062.349
 LP0035_MARK LOGO: CGS
 LP0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0035
 LP0035  HISTORY     - Date     Condition        Report By
 LP0035  HISTORY     - 1908     MONUMENTED       CGS
 LP0035  HISTORY     - 1955     GOOD             USGS
 LP0035  HISTORY     - 1970     GOOD             NGS
 LP0035
 LP0035                          STATION DESCRIPTION
 LP0035
 LP0035'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LP0035'1.0 MI S FROM AJAX.
 LP0035'ABOUT 1 MI. S. ALONG THE UNION PACIFIC RR FROM AJAX, TOOELE CTY. ABOUT
 LP0035'7.5 MI. S. OF ST. JOHN RR STATION, ALONG THE UNION PACIFIC RR, ABOUT
 LP0035'10 POLES S. OF MILEPOST 729, 1125 FT. E. OF STATE HIGHWAY 36, 118 FT.
 LP0035'SE OF A TELEPHONE POLE, 20 FT. E. OF THE CETNER LINE OF THE TRACK, 270
 LP0035'FT. N. OF CULVERT NO. 728.59, A STANDARD CAP.
 LP0035
 LP0035                          STATION RECOVERY (1970)
 LP0035
 LP0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LP0035'13.85 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM AN ASPHALT
 LP0035'ROAD CROSSING AT STOCKTON, 2 1/2 POLES SOUTH OF MILE POST 728.75, 270
 LP0035'FEET NORTH OF CULVERT 728.59, 17.8 FEET EAST OF THE EAST RAIL, 1.3
 LP0035'FEET NORTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE TRACK, A
 LP0035'CAP SCREWED ON A 3-INCH IRON PIPE AND PROJECTING 0.6 FOOT.  SEC 27, T
 LP0035'5W, R 6S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0251 ***********************************************************************
 JM0251  DESIGNATION -  X 20
 JM0251  PID         -  JM0251
 JM0251  STATE/COUNTY-  UT/SAN JUAN
 JM0251  COUNTRY     -  US
 JM0251  USGS QUAD   -  HATCH ROCK (2017)
 JM0251
 JM0251                         *CURRENT SURVEY CONTROL
 JM0251  ______________________________________________________________________
 JM0251* NAD 83(1986) POSITION- 38 12 31.     (N) 109 23 15.     (W)   SCALED
 JM0251* NAVD 88 ORTHO HEIGHT -  1729.565 (meters)     5674.41  (feet) ADJUSTED
 JM0251  ______________________________________________________________________
 JM0251  GEOID HEIGHT    -        -19.028 (meters)                     GEOID18
 JM0251  DYNAMIC HEIGHT  -       1727.663 (meters)     5668.17  (feet) COMP
 JM0251  MODELED GRAVITY -    979,468.2   (mgal)                       NAVD 88
 JM0251
 JM0251  VERT ORDER      -  FIRST     CLASS II
 JM0251
 JM0251.The horizontal coordinates were scaled from a map and have
 JM0251.an estimated accuracy of +/- 6 seconds.
 JM0251
 JM0251.The orthometric height was determined by differential leveling and
 JM0251.adjusted by the NATIONAL GEODETIC SURVEY
 JM0251.in June 1991.
 JM0251
 JM0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0251.GEOID18 height accuracy estimate available here.
 JM0251
 JM0251.Click photographs - Photos may exist for this station.
 JM0251
 JM0251.The dynamic height is computed by dividing the NAVD 88
 JM0251.geopotential number by the normal gravity value computed on the
 JM0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0251.degrees latitude (g = 980.6199 gals.).
 JM0251
 JM0251.The modeled gravity was interpolated from observed gravity values.
 JM0251
 JM0251;                    North         East    Units  Estimated Accuracy
 JM0251;SPC UT S     - 3,173,220.      685,000.      MT  (+/- 180 meters Scaled)
 JM0251
 JM0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH411301(NAD 83)
 JM0251
 JM0251                          SUPERSEDED SURVEY CONTROL
 JM0251
 JM0251  NGVD 29 (??/??/92) 1728.534  (m)         5671.03   (f) ADJ UNCH    1 2
 JM0251
 JM0251.Superseded values are not recommended for survey control.
 JM0251
 JM0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0251.See file dsdata.pdf to determine how the superseded data were derived.
 JM0251
 JM0251_MARKER: DB = BENCH MARK DISK
 JM0251_SETTING: 66 = SET IN ROCK OUTCROP
 JM0251_STAMPING: 5671.032 K 20 1933
 JM0251_MARK LOGO: CGS
 JM0251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0251+STABILITY: POSITION/ELEVATION WELL
 JM0251
 JM0251  HISTORY     - Date     Condition        Report By
 JM0251  HISTORY     - 1933     MONUMENTED       CGS
 JM0251  HISTORY     - 1934     GOOD             CGS
 JM0251  HISTORY     - 1982     GOOD             USGS
 JM0251
 JM0251                          STATION DESCRIPTION
 JM0251
 JM0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0251'24.5 MI N FROM MONTICELLO.
 JM0251'24.5 MILES NORTH ALONG U.S. HIGHWAY 450 FROM THE COURTHOUSE AT
 JM0251'MONTICELLO, SAN JUAN COUNTY, 0.9 MILES WEST OF A 132-FOOT WOODEN
 JM0251'BRIDGE, 125 FEET SOUTHEAST OF A 9-FOOT CUT, 26 FEET NORTHEAST OF THE
 JM0251'CENTERLINE OF THE HIGHWAY, NEAR THE BASE OF THE SOUTHWEST SLOPE OF A
 JM0251'SANDSTONE KNOLL, AND IN SOLID ROCK.  A STANDARD DISK, STAMPED 5671.032
 JM0251'K 20 1933.
 JM0251
 JM0251                          STATION RECOVERY (1982)
 JM0251
 JM0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0251'INTERSECTION OF UTAH HIGHWAY 46 AND U.S. HIGHWAY 191, 3.0 MILES SOUTH
 JM0251'OF THE INTERSECTION OF UTAH HIGHWAY 46 AND U.S. HIGHWAY 191 TO WILSON
 JM0251'ARCH AND THEN 5.9 MILES ALONGOLD HIGHWAY 163, 125 FEET SOUTHEAST OF A
 JM0251'9 FOOT CUT, 26 NORTHEAST OF THE CENTERLINE OF OLD HIGHWAY 163, NEAR
 JM0251'THE BASE OF THE SOUTHWEST SLOPE OF SANDSTONE KNOLL AND IN SOLID ROCK.
 JM0251'A STANDARD DISK STAMPED 5671.032 X-20-1933.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0188 ***********************************************************************
 HM0188  DESIGNATION -  X 22
 HM0188  PID         -  HM0188
 HM0188  STATE/COUNTY-  UT/SAN JUAN
 HM0188  COUNTRY     -  US
 HM0188  USGS QUAD   -  BLANDING SOUTH (2017)
 HM0188
 HM0188                         *CURRENT SURVEY CONTROL
 HM0188  ______________________________________________________________________
 HM0188* NAD 83(1986) POSITION- 37 31 32.     (N) 109 29 37.     (W)   SCALED
 HM0188* NAVD 88 ORTHO HEIGHT -  1699.604 (meters)     5576.12  (feet) ADJUSTED
 HM0188  ______________________________________________________________________
 HM0188  GEOID HEIGHT    -        -20.292 (meters)                     GEOID18
 HM0188  DYNAMIC HEIGHT  -       1697.630 (meters)     5569.64  (feet) COMP
 HM0188  MODELED GRAVITY -    979,409.1   (mgal)                       NAVD 88
 HM0188
 HM0188  VERT ORDER      -  FIRST     CLASS II
 HM0188
 HM0188.The horizontal coordinates were scaled from a map and have
 HM0188.an estimated accuracy of +/- 6 seconds.
 HM0188
 HM0188.The orthometric height was determined by differential leveling and
 HM0188.adjusted by the NATIONAL GEODETIC SURVEY
 HM0188.in June 1991.
 HM0188
 HM0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0188.GEOID18 height accuracy estimate available here.
 HM0188
 HM0188.Click photographs - Photos may exist for this station.
 HM0188
 HM0188.The dynamic height is computed by dividing the NAVD 88
 HM0188.geopotential number by the normal gravity value computed on the
 HM0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0188.degrees latitude (g = 980.6199 gals.).
 HM0188
 HM0188.The modeled gravity was interpolated from observed gravity values.
 HM0188
 HM0188;                    North         East    Units  Estimated Accuracy
 HM0188;SPC UT S     - 3,097,230.      677,340.      MT  (+/- 180 meters Scaled)
 HM0188
 HM0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG331542(NAD 83)
 HM0188
 HM0188                          SUPERSEDED SURVEY CONTROL
 HM0188
 HM0188  NGVD 29 (??/??/92) 1698.568  (m)         5572.72   (f) ADJ UNCH    1 2
 HM0188
 HM0188.Superseded values are not recommended for survey control.
 HM0188
 HM0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0188.See file dsdata.pdf to determine how the superseded data were derived.
 HM0188
 HM0188_MARKER: DB = BENCH MARK DISK
 HM0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0188_STAMPING: X 22 1933 5572.640
 HM0188_MARK LOGO: CGS
 HM0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0188+STABILITY: SURFACE MOTION
 HM0188
 HM0188  HISTORY     - Date     Condition        Report By
 HM0188  HISTORY     - 1933     MONUMENTED       CGS
 HM0188  HISTORY     - 1967     GOOD             CGS
 HM0188  HISTORY     - 1979     MARK NOT FOUND   NGS
 HM0188  HISTORY     - 1979     MARK NOT FOUND   NGS
 HM0188
 HM0188                          STATION DESCRIPTION
 HM0188
 HM0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HM0188'7.3 MI S FROM BLANDING.
 HM0188'7.3 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE INTERSECTION OF MAIN
 HM0188'AND CENTER STREETS AT BLANDING.  THENCE 0.05 MILE SOUTH OF A T FENCE
 HM0188'JUNCTION ABOUT 0.15 MILE NORTH OF A POWER SUB-STATION NEAR THE CREST
 HM0188'OF A SMALL RISE.  140 FEET WEST ACROSS THE HIGHWAY FROM POWER POLE NO.
 HM0188'83.  50 FEET NORTH OF A TELEPHONE POLE.  33 FEET WEST OF THE CENTER
 HM0188'LINE OF HIGHWAY.  2.0 FEET EAST OF RIGHT OF WAY FENCE, SET IN THE TOP
 HM0188'OF A 10 INCH SQUARE CONCRETE POST PROJECTING 0.3 FOOT ABOUT 1 FOOT
 HM0188'ABOVE HIGHWAY ELEVATION.
 HM0188
 HM0188                          STATION RECOVERY (1979)
 HM0188
 HM0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0188'MARK NOT FOUND.
 HM0188
 HM0188                          STATION RECOVERY (1979)
 HM0188
 HM0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0188'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0248 ***********************************************************************
 HM0248  DESIGNATION -  X 23
 HM0248  PID         -  HM0248
 HM0248  STATE/COUNTY-  UT/SAN JUAN
 HM0248  COUNTRY     -  US
 HM0248  USGS QUAD   -  BLUFF SW (2017)
 HM0248
 HM0248                         *CURRENT SURVEY CONTROL
 HM0248  ______________________________________________________________________
 HM0248* NAD 83(1986) POSITION- 37 16 22.9    (N) 109 42 39.1    (W)   HD_HELD2
 HM0248* NAVD 88 ORTHO HEIGHT -  1559.797 (meters)     5117.43  (feet) ADJUSTED
 HM0248  ______________________________________________________________________
 HM0248  GEOID HEIGHT    -        -20.678 (meters)                     GEOID18
 HM0248  DYNAMIC HEIGHT  -       1558.083 (meters)     5111.81  (feet) COMP
 HM0248  MODELED GRAVITY -    979,476.0   (mgal)                       NAVD 88
 HM0248
 HM0248  VERT ORDER      -  FIRST     CLASS II
 HM0248
 HM0248.The horizontal coordinates were established by autonomous hand held GPS
 HM0248.observations and have an estimated accuracy of +/- 10 meters.
 HM0248
 HM0248.The orthometric height was determined by differential leveling and
 HM0248.adjusted by the NATIONAL GEODETIC SURVEY
 HM0248.in June 1991.
 HM0248
 HM0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0248.GEOID18 height accuracy estimate available here.
 HM0248
 HM0248.Click photographs - Photos may exist for this station.
 HM0248
 HM0248.The dynamic height is computed by dividing the NAVD 88
 HM0248.geopotential number by the normal gravity value computed on the
 HM0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0248.degrees latitude (g = 980.6199 gals.).
 HM0248
 HM0248.The modeled gravity was interpolated from observed gravity values.
 HM0248
 HM0248;                    North         East    Units  Estimated Accuracy
 HM0248;SPC UT S     - 3,068,814.      658,672.      MT  (+/- 10 meters HH2 GPS)
 HM0248
 HM0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG1429325939(NAD 83)
 HM0248
 HM0248                          SUPERSEDED SURVEY CONTROL
 HM0248
 HM0248  NGVD 29 (??/??/92) 1558.883  (m)         5114.44   (f) ADJ UNCH    1 2
 HM0248
 HM0248.Superseded values are not recommended for survey control.
 HM0248
 HM0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0248.See file dsdata.pdf to determine how the superseded data were derived.
 HM0248
 HM0248_MARKER: DB = BENCH MARK DISK
 HM0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0248_STAMPING: 5114.435 X 23 1933
 HM0248_MARK LOGO: CGS
 HM0248_PROJECTION: PROJECTING 10 CENTIMETERS
 HM0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0248+STABILITY: SURFACE MOTION
 HM0248
 HM0248  HISTORY     - Date     Condition        Report By
 HM0248  HISTORY     - 1933     MONUMENTED       CGS
 HM0248  HISTORY     - 1962     GOOD             USGS
 HM0248  HISTORY     - 1983     GOOD             NGS
 HM0248
 HM0248                          STATION DESCRIPTION
 HM0248
 HM0248'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HM0248'12.3 MI SW FROM BLUFF.
 HM0248'12.3 MILES SOUTHWEST ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0248'BLUFF, SAN JUAN COUNTY, ON THE TOP OF A STEEP HILL LEADING DOWN INTO
 HM0248'COMB WASH, AFTER A SMALL BEND OF THE HIGHWAY, 134 FEET SOUTH AND 423
 HM0248'FEET WEST FROM A T-ROAD SOUTH LEADING DOWN HILL, 444 FEET SOUTHWEST
 HM0248'ALONG STATE HIGHWAY 47 FROM THE SAME T-ROAD, 67 FEET NORTHWEST OF THE
 HM0248'CENTERLINE OF THE HIGHWAY, AND 1 FOOT LOWER THAN THE HIGHWAY.  A
 HM0248'STANDARD DISK, STAMPED 5114 X 23 1933 AND SET IN THE TOP OF A CONCRETE
 HM0248'POST.
 HM0248
 HM0248                          STATION RECOVERY (1983)
 HM0248
 HM0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0248'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  16.2 KM
 HM0248'(10.05 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST OFFICE
 HM0248'IN BLUFF, 0.5 KM (0.3 MI) NORTHEAST OF MILEPOST 35, 209.1 METERS
 HM0248'(686.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 103.6 METERS
 HM0248'(339.9 FT) EAST OF UTILITY POLE NUMBER 354, AND 20.5 METERS (67.3 FT)
 HM0248'NORTH OF THE CENTER OF A GRAVELED ROAD (OLD HIGHWAY).  NOTE=THE 1933
 HM0248'DESCRIPTION STATES THE STAMPING AS 5114 X 23 1933, BUT IT IS STAMPED X
 HM0248'23 1933 5114.435.
 HM0248'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 HM0248'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0122 ***********************************************************************
 JO0122  DESIGNATION -  X 231
 JO0122  PID         -  JO0122
 JO0122  STATE/COUNTY-  UT/BEAVER
 JO0122  COUNTRY     -  US
 JO0122  USGS QUAD   -  DELANO PEAK (2017)
 JO0122
 JO0122                         *CURRENT SURVEY CONTROL
 JO0122  ______________________________________________________________________
 JO0122* NAD 83(1986) POSITION- 38 16 52.     (N) 112 21 38.     (W)   SCALED
 JO0122* NAVD 88 ORTHO HEIGHT -  3093.134 (meters)    10148.06  (feet) ADJUSTED
 JO0122  ______________________________________________________________________
 JO0122  GEOID HEIGHT    -        -18.965 (meters)                     GEOID18
 JO0122  DYNAMIC HEIGHT  -       3088.955 (meters)    10134.35  (feet) COMP
 JO0122  MODELED GRAVITY -    979,163.8   (mgal)                       NAVD 88
 JO0122
 JO0122  VERT ORDER      -  SECOND    CLASS 0
 JO0122
 JO0122.The horizontal coordinates were scaled from a map and have
 JO0122.an estimated accuracy of +/- 6 seconds.
 JO0122
 JO0122.The orthometric height was determined by differential leveling and
 JO0122.adjusted by the NATIONAL GEODETIC SURVEY
 JO0122.in June 1991.
 JO0122
 JO0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0122.GEOID18 height accuracy estimate available here.
 JO0122
 JO0122.Click photographs - Photos may exist for this station.
 JO0122
 JO0122.The dynamic height is computed by dividing the NAVD 88
 JO0122.geopotential number by the normal gravity value computed on the
 JO0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0122.degrees latitude (g = 980.6199 gals.).
 JO0122
 JO0122.The modeled gravity was interpolated from observed gravity values.
 JO0122
 JO0122;                    North         East    Units  Estimated Accuracy
 JO0122;SPC UT S     - 3,179,530.      424,710.      MT  (+/- 180 meters Scaled)
 JO0122
 JO0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH810378(NAD 83)
 JO0122
 JO0122                          SUPERSEDED SURVEY CONTROL
 JO0122
 JO0122  NGVD 29 (??/??/92) 3091.511  (m)        10142.73   (f) ADJ UNCH    2 0
 JO0122
 JO0122.Superseded values are not recommended for survey control.
 JO0122
 JO0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0122.See file dsdata.pdf to determine how the superseded data were derived.
 JO0122
 JO0122_MARKER: DB = BENCH MARK DISK
 JO0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0122_STAMPING: X 231 1935
 JO0122_MARK LOGO: CGS
 JO0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0122+STABILITY: SURFACE MOTION
 JO0122
 JO0122  HISTORY     - Date     Condition        Report By
 JO0122  HISTORY     - 1935     MONUMENTED       CGS
 JO0122  HISTORY     - 1975     GOOD             USGS
 JO0122
 JO0122                          STATION DESCRIPTION
 JO0122
 JO0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0122'15.6 MI W FROM JUNCTION.
 JO0122'IN BEAVER COUNTY, ABOUT 15.6 MILES WEST ALONG STATE HIGHWAY 21 FROM
 JO0122'JUNCTION, PIUTE COUNTY, ABOUT 0.5 MILE SOUTH OF A RANGER STATION, AT
 JO0122'THE TOP OF A HILL, AT A PASTURE, AND 25 FEET WEST OF THE CENTER LINE
 JO0122'OF THE HIGHWAY.  A STANDARD DISK, STAMPED X 231 1935 AND SET IN THE
 JO0122'TOP OF A CONCRETE POST.
 JO0122
 JO0122                          STATION RECOVERY (1975)
 JO0122
 JO0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0122'IN BEAVER COUNTY, ABOUT 16.9 MILES WEST ALONG STATE HIGHWAY 153 FROM
 JO0122'JUNCTION, PIUTE COUNTY, ABOUT 0.5 MILE SOUTH OF A RANGER STATION, AT
 JO0122'THE TOP OF A HILL, AT A PASTURE, AND 25 FEET WEST OF THE CENTER LINE
 JO0122'OF THE HIGHWAY. A STANDARD DISK, STAMPED X 231 1935 AND SET IN THE
 JO0122'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0069 ***********************************************************************
 JO0069  DESIGNATION -  X 232
 JO0069  PID         -  JO0069
 JO0069  STATE/COUNTY-  UT/PIUTE
 JO0069  COUNTRY     -  US
 JO0069  USGS QUAD   -  MARYSVALE (2017)
 JO0069
 JO0069                         *CURRENT SURVEY CONTROL
 JO0069  ______________________________________________________________________
 JO0069* NAD 83(1986) POSITION- 38 27 24.     (N) 112 12 58.     (W)   SCALED
 JO0069* NAVD 88 ORTHO HEIGHT -  1775.513 (meters)     5825.16  (feet) ADJUSTED
 JO0069  ______________________________________________________________________
 JO0069  GEOID HEIGHT    -        -19.119 (meters)                     GEOID18
 JO0069  DYNAMIC HEIGHT  -       1773.499 (meters)     5818.55  (feet) COMP
 JO0069  MODELED GRAVITY -    979,432.2   (mgal)                       NAVD 88
 JO0069
 JO0069  VERT ORDER      -  SECOND    CLASS 0
 JO0069
 JO0069.The horizontal coordinates were scaled from a map and have
 JO0069.an estimated accuracy of +/- 6 seconds.
 JO0069
 JO0069.The orthometric height was determined by differential leveling and
 JO0069.adjusted by the NATIONAL GEODETIC SURVEY
 JO0069.in June 1991.
 JO0069
 JO0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0069.GEOID18 height accuracy estimate available here.
 JO0069
 JO0069.Click photographs - Photos may exist for this station.
 JO0069
 JO0069.The dynamic height is computed by dividing the NAVD 88
 JO0069.geopotential number by the normal gravity value computed on the
 JO0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0069.degrees latitude (g = 980.6199 gals.).
 JO0069
 JO0069.The modeled gravity was interpolated from observed gravity values.
 JO0069
 JO0069;                    North         East    Units  Estimated Accuracy
 JO0069;SPC UT S     - 3,198,910.      437,490.      MT  (+/- 180 meters Scaled)
 JO0069
 JO0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH938571(NAD 83)
 JO0069
 JO0069                          SUPERSEDED SURVEY CONTROL
 JO0069
 JO0069  NGVD 29 (??/??/92) 1774.238  (m)         5820.98   (f) ADJ UNCH    2 0
 JO0069
 JO0069.Superseded values are not recommended for survey control.
 JO0069
 JO0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0069.See file dsdata.pdf to determine how the superseded data were derived.
 JO0069
 JO0069_MARKER: DB = BENCH MARK DISK
 JO0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0069_STAMPING: X 232 1935
 JO0069_MARK LOGO: CGS
 JO0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0069+STABILITY: SURFACE MOTION
 JO0069
 JO0069  HISTORY     - Date     Condition        Report By
 JO0069  HISTORY     - 1935     MONUMENTED       CGS
 JO0069  HISTORY     - 1975     MARK NOT FOUND   USGS
 JO0069
 JO0069                          STATION DESCRIPTION
 JO0069
 JO0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0069'1.0 MI NE FROM MARYSVALE.
 JO0069'1 MILE N.E. OF ALONG POVERTY FLATS ROAD.  AT A T-FENCE CORNER.  0.6
 JO0069'MILE N.E. D. AND R.G.W R.R. STATION.  18 FEET WEST OF THE CENTER OF
 JO0069'THE ROAD.
 JO0069
 JO0069                          STATION RECOVERY (1975)
 JO0069
 JO0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0069'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0177 ***********************************************************************
 HN0177  DESIGNATION -  X 24
 HN0177  PID         -  HN0177
 HN0177  STATE/COUNTY-  UT/SAN JUAN
 HN0177  COUNTRY     -  US
 HN0177  USGS QUAD   -  GOULDING (2017)
 HN0177
 HN0177                         *CURRENT SURVEY CONTROL
 HN0177  ______________________________________________________________________
 HN0177* NAD 83(1986) POSITION- 37 01 03.     (N) 110 09 04.     (W)   SCALED
 HN0177* NAVD 88 ORTHO HEIGHT -  1601.868 (meters)     5255.46  (feet) ADJUSTED
 HN0177  ______________________________________________________________________
 HN0177  GEOID HEIGHT    -        -20.964 (meters)                     GEOID18
 HN0177  DYNAMIC HEIGHT  -       1600.020 (meters)     5249.40  (feet) COMP
 HN0177  MODELED GRAVITY -    979,420.7   (mgal)                       NAVD 88
 HN0177
 HN0177  VERT ORDER      -  FIRST     CLASS II
 HN0177
 HN0177.The horizontal coordinates were scaled from a map and have
 HN0177.an estimated accuracy of +/- 6 seconds.
 HN0177
 HN0177.The orthometric height was determined by differential leveling and
 HN0177.adjusted by the NATIONAL GEODETIC SURVEY
 HN0177.in June 1991.
 HN0177
 HN0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0177.GEOID18 height accuracy estimate available here.
 HN0177
 HN0177.Click photographs - Photos may exist for this station.
 HN0177
 HN0177.The dynamic height is computed by dividing the NAVD 88
 HN0177.geopotential number by the normal gravity value computed on the
 HN0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0177.degrees latitude (g = 980.6199 gals.).
 HN0177
 HN0177.The modeled gravity was interpolated from observed gravity values.
 HN0177
 HN0177;                    North         East    Units  Estimated Accuracy
 HN0177;SPC UT S     - 3,039,800.      620,040.      MT  (+/- 180 meters Scaled)
 HN0177
 HN0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF755971(NAD 83)
 HN0177
 HN0177                          SUPERSEDED SURVEY CONTROL
 HN0177
 HN0177  NGVD 29 (??/??/92) 1600.951  (m)         5252.45   (f) ADJ UNCH    1 2
 HN0177
 HN0177.Superseded values are not recommended for survey control.
 HN0177
 HN0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0177.See file dsdata.pdf to determine how the superseded data were derived.
 HN0177
 HN0177_MARKER: DB = BENCH MARK DISK
 HN0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0177_STAMPING: 5252.453 X 24 1933
 HN0177_MARK LOGO: CGS
 HN0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0177+STABILITY: SURFACE MOTION
 HN0177
 HN0177  HISTORY     - Date     Condition        Report By
 HN0177  HISTORY     - 1933     MONUMENTED       CGS
 HN0177  HISTORY     - 1934     GOOD             CGS
 HN0177  HISTORY     - 1983     MARK NOT FOUND   NGS
 HN0177  HISTORY     - 19860206 MARK NOT FOUND   USGS
 HN0177
 HN0177                          STATION DESCRIPTION
 HN0177
 HN0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HN0177'21.6 MI SW FROM MEXICAN HAT.
 HN0177'21.6 MILES SOUTHEAST ALONG THE ROAD TO KAYENTA FROM THE NEVILLS STONE
 HN0177'HOUSE AT MEXICAN HAT, SAN JUAN COUNTY, 1.6 MILES NORTHEAST OF THE
 HN0177'JUNCTION OF A ROAD LEADING TO GOULDINGS TRADING POST, ON A SOUTHWEST
 HN0177'SLOPE IN A SMALL SWALE, AND 28 FEET EAST OF THE CENTERLINE OF THE
 HN0177'ROAD.  A STANDARD DISK, STAMPED 5252.453 X 24 1933 AND SET IN THE TOP
 HN0177'OF A CONCRETE POST.
 HN0177
 HN0177                          STATION RECOVERY (1983)
 HN0177
 HN0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0177'MARK NOT FOUND.
 HN0177
 HN0177                          STATION RECOVERY (1986)
 HN0177
 HN0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RV)
 HN0177'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0173 ***********************************************************************
 JN0173  DESIGNATION -  X 25
 JN0173  PID         -  JN0173
 JN0173  STATE/COUNTY-  UT/WAYNE
 JN0173  COUNTRY     -  US
 JN0173  USGS QUAD   -  TORREY (2017)
 JN0173
 JN0173                         *CURRENT SURVEY CONTROL
 JN0173  ______________________________________________________________________
 JN0173* NAD 83(1986) POSITION- 38 18 09.6    (N) 111 27 21.7    (W)   HD_HELD2
 JN0173* NAVD 88 ORTHO HEIGHT -  2088.234 (meters)     6851.15  (feet) ADJUSTED
 JN0173  ______________________________________________________________________
 JN0173  GEOID HEIGHT    -        -17.880 (meters)                     GEOID18
 JN0173  DYNAMIC HEIGHT  -       2085.836 (meters)     6843.28  (feet) COMP
 JN0173  MODELED GRAVITY -    979,405.2   (mgal)                       NAVD 88
 JN0173
 JN0173  VERT ORDER      -  FIRST     CLASS II
 JN0173
 JN0173.The horizontal coordinates were established by autonomous hand held GPS
 JN0173.observations and have an estimated accuracy of +/- 10 meters.
 JN0173
 JN0173.The orthometric height was determined by differential leveling and
 JN0173.adjusted by the NATIONAL GEODETIC SURVEY
 JN0173.in June 1991.
 JN0173
 JN0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0173.GEOID18 height accuracy estimate available here.
 JN0173
 JN0173.Click photographs - Photos may exist for this station.
 JN0173
 JN0173.The dynamic height is computed by dividing the NAVD 88
 JN0173.geopotential number by the normal gravity value computed on the
 JN0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0173.degrees latitude (g = 980.6199 gals.).
 JN0173
 JN0173.The modeled gravity was interpolated from observed gravity values.
 JN0173
 JN0173;                    North         East    Units  Estimated Accuracy
 JN0173;SPC UT S     - 3,181,575.      503,846.      MT  (+/- 10 meters HH2 GPS)
 JN0173
 JN0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH6012639495(NAD 83)
 JN0173
 JN0173                          SUPERSEDED SURVEY CONTROL
 JN0173
 JN0173  NGVD 29 (??/??/92) 2086.989  (m)         6847.06   (f) ADJ UNCH    1 2
 JN0173
 JN0173.Superseded values are not recommended for survey control.
 JN0173
 JN0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0173.See file dsdata.pdf to determine how the superseded data were derived.
 JN0173
 JN0173_MARKER: DB = BENCH MARK DISK
 JN0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0173_STAMPING: X 25 1934
 JN0173_MARK LOGO: CGS
 JN0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0173+STABILITY: SURFACE MOTION
 JN0173
 JN0173  HISTORY     - Date     Condition        Report By
 JN0173  HISTORY     - 1934     MONUMENTED       CGS
 JN0173  HISTORY     - 1979     GOOD             USGS
 JN0173  HISTORY     - 20111027 POOR             GEOCAC
 JN0173
 JN0173                          STATION DESCRIPTION
 JN0173
 JN0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0173'6 MI E FROM BICKNELL.
 JN0173'6.0 MILES EAST ALONG STATE HIGHWAY 24 FROM THE PUBLIC SCHOOL AT
 JN0173'BICKNELL, WAYNE COUNTY, 120 FEET WEST OF THE WOODEN GATE TO A
 JN0173'FARMHOUSE, 39 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 JN0173'SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED X 25 1934 AND SET IN THE
 JN0173'TOP OF A CONCRETE POST.
 JN0173
 JN0173                          STATION RECOVERY (1979)
 JN0173
 JN0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JN0173'TO REACH FROM THE MORMON CHURCH IN TORREY GO W. ON STATE HWY. 24 FOR
 JN0173'2.0 MILES, 32 FT. N. OF CTR. LINE OF HWY., SET IN TOP OF CONCRETE
 JN0173'POST.
 JN0173
 JN0173                          STATION RECOVERY (2011)
 JN0173
 JN0173'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 JN0173'TOP OF POST HAS BEEN SHEARED OFF AND THE DISK IS MISSING.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0264 ***********************************************************************
 LN0264  DESIGNATION -  X 26
 LN0264  PID         -  LN0264
 LN0264  STATE/COUNTY-  UT/UINTAH
 LN0264  COUNTRY     -  US
 LN0264  USGS QUAD   -  RED WASH (2017)
 LN0264
 LN0264                         *CURRENT SURVEY CONTROL
 LN0264  ______________________________________________________________________
 LN0264* NAD 83(1986) POSITION- 40 08 31.9    (N) 109 16 41.2    (W)   HD_HELD2
 LN0264* NAVD 88 ORTHO HEIGHT -  1648.738 (meters)     5409.23  (feet) ADJUSTED
 LN0264  ______________________________________________________________________
 LN0264  GEOID HEIGHT    -        -17.416 (meters)                     GEOID18
 LN0264  DYNAMIC HEIGHT  -       1647.213 (meters)     5404.23  (feet) COMP
 LN0264  MODELED GRAVITY -    979,642.5   (mgal)                       NAVD 88
 LN0264
 LN0264  VERT ORDER      -  FIRST     CLASS II
 LN0264
 LN0264.The horizontal coordinates were established by autonomous hand held GPS
 LN0264.observations and have an estimated accuracy of +/- 10 meters.
 LN0264
 LN0264.The orthometric height was determined by differential leveling and
 LN0264.adjusted by the NATIONAL GEODETIC SURVEY
 LN0264.in June 1991.
 LN0264
 LN0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0264.GEOID18 height accuracy estimate available here.
 LN0264
 LN0264.Click photographs - Photos may exist for this station.
 LN0264
 LN0264.The dynamic height is computed by dividing the NAVD 88
 LN0264.geopotential number by the normal gravity value computed on the
 LN0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0264.degrees latitude (g = 980.6199 gals.).
 LN0264
 LN0264.The modeled gravity was interpolated from observed gravity values.
 LN0264
 LN0264;                    North         East    Units  Estimated Accuracy
 LN0264;SPC UT C     - 2,203,170.      689,306.      MT  (+/- 10 meters HH2 GPS)
 LN0264
 LN0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK4667844960(NAD 83)
 LN0264
 LN0264                          SUPERSEDED SURVEY CONTROL
 LN0264
 LN0264  NGVD 29 (??/??/92) 1647.531  (m)         5405.27   (f) ADJ UNCH    1 2
 LN0264
 LN0264.Superseded values are not recommended for survey control.
 LN0264
 LN0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0264.See file dsdata.pdf to determine how the superseded data were derived.
 LN0264
 LN0264_MARKER: DB = BENCH MARK DISK
 LN0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0264_STAMPING: 5405.275 X 26 1933
 LN0264_MARK LOGO: CGS
 LN0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0264+STABILITY: SURFACE MOTION
 LN0264
 LN0264  HISTORY     - Date     Condition        Report By
 LN0264  HISTORY     - 1933     MONUMENTED       CGS
 LN0264  HISTORY     - 1981     GOOD             NGS
 LN0264
 LN0264                          STATION DESCRIPTION
 LN0264
 LN0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0264'11.0 MI NW FROM BONANZA.
 LN0264'ABOUT 11.0 MILES NORTHWEST ALONG THE WATSON-JENSEN ROAD FROM BONANZA,
 LN0264'UINTAH COUNTY, ABOUT 1.5 MILES WEST OF AN ABANDONED STAGE STATION, ON
 LN0264'THE TOP OF A RIM ON THE WEST EDGE OF A VALLEY, AT THE SUMMIT OF AS
 LN0264'GRADE LEADING UP FROM THE FLAT, ABOUT 50 FEET NORTH OF THE CENTER LINE
 LN0264'OF THE ROAD, AND 38 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED
 LN0264'5405.275 X 26 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LN0264
 LN0264                          STATION RECOVERY (1981)
 LN0264
 LN0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LN0264'A WITNESS POST WAS SET NEAR THE MARK ST THIS TIME AND NEW
 LN0264'MEASUREMENTS ARE GIVEN. THE BENCH MARK IS 60.7 M (199 FEET) WEST FROM
 LN0264'A POWER POLE, 19.7 (64.5 FEET) EAST -SOUTHEAST FROM THE CENTER OF A
 LN0264'NEW ROAD BEING BUILT, 0.9 M (3 FEET) EAST FROM THE EASTERN ROAD CUT,
 LN0264'AND 0.5 M (1.9 FEET) SOUTHEAST FROM A WITNESS POST AND SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0323 ***********************************************************************
 LN0323  FBN         -  This is a Federal Base Network Control Station.
 LN0323  DESIGNATION -  X 27
 LN0323  PID         -  LN0323
 LN0323  STATE/COUNTY-  UT/UINTAH
 LN0323  COUNTRY     -  US
 LN0323  USGS QUAD   -  STEINAKER RESERVOIR (2017)
 LN0323
 LN0323                         *CURRENT SURVEY CONTROL
 LN0323  ______________________________________________________________________
 LN0323* NAD 83(2011) POSITION- 40 32 02.37842(N) 109 31 18.41874(W)   ADJUSTED
 LN0323* NAD 83(2011) ELLIP HT-  1670.302 (meters)        (06/27/12)   ADJUSTED
 LN0323* NAD 83(2011) EPOCH   -  2010.00
 LN0323* NAVD 88 ORTHO HEIGHT -  1686.404 (meters)     5532.81  (feet) ADJUSTED
 LN0323  ______________________________________________________________________
 LN0323  GEOID HEIGHT    -        -16.013 (meters)                     GEOID18
 LN0323  NAD 83(2011) X  - -1,622,590.029 (meters)                     COMP
 LN0323  NAD 83(2011) Y  - -4,576,522.612 (meters)                     COMP
 LN0323  NAD 83(2011) Z  -  4,124,315.108 (meters)                     COMP
 LN0323  LAPLACE CORR    -         -3.91  (seconds)                    DEFLEC18
 LN0323  DYNAMIC HEIGHT  -       1684.859 (meters)     5527.74  (feet) COMP
 LN0323  MODELED GRAVITY -    979,650.3   (mgal)                       NAVD 88
 LN0323
 LN0323  VERT ORDER      -  FIRST     CLASS II
 LN0323
 LN0323  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LN0323  Standards:
 LN0323         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LN0323            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LN0323  -------------------------------------------------------------------
 LN0323  NETWORK    0.64   1.43           0.29   0.23   0.73     -0.06063885
 LN0323  -------------------------------------------------------------------
 LN0323  Click here for local accuracies and other accuracy information.
 LN0323
 LN0323.The horizontal coordinates were established by GPS observations
 LN0323.and adjusted by the National Geodetic Survey in June 2012.
 LN0323
 LN0323.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LN0323.been affixed to the stable North American tectonic plate. See 
 LN0323.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LN0323
 LN0323.The horizontal coordinates are valid at the epoch date displayed above
 LN0323.which is a decimal equivalence of Year/Month/Day.
 LN0323
 LN0323.The orthometric height was determined by differential leveling and
 LN0323.adjusted by the NATIONAL GEODETIC SURVEY
 LN0323.in June 1991.
 LN0323
 LN0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0323.GEOID18 height accuracy estimate available here.
 LN0323
 LN0323.Click photographs - Photos may exist for this station.
 LN0323
 LN0323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LN0323
 LN0323.The Laplace correction was computed from DEFLEC18 derived deflections.
 LN0323
 LN0323.The ellipsoidal height was determined by GPS observations
 LN0323.and is referenced to NAD 83.
 LN0323
 LN0323.The dynamic height is computed by dividing the NAVD 88
 LN0323.geopotential number by the normal gravity value computed on the
 LN0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0323.degrees latitude (g = 980.6199 gals.).
 LN0323
 LN0323.The modeled gravity was interpolated from observed gravity values.
 LN0323
 LN0323. The following values were computed from the NAD 83(2011) position.
 LN0323
 LN0323;                    North         East     Units Scale Factor Converg.
 LN0323;SPC UT C     - 2,246,175.129   667,586.204   MT  0.99997320   +1 16 01.9
 LN0323;SPC UT C     - 7,369,326.24  2,190,239.07   sFT  0.99997320   +1 16 01.9
 LN0323;UTM  12      - 4,488,077.777   625,193.968   MT  0.99979293   +0 57 38.9
 LN0323
 LN0323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0323!SPC UT C     -   0.99973805  x   0.99997320  =   0.99971126
 LN0323!UTM  12      -   0.99973805  x   0.99979293  =   0.99953104
 LN0323
 LN0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK2519388077(NAD 83)
 LN0323
 LN0323                          SUPERSEDED SURVEY CONTROL
 LN0323
 LN0323  NAD 83(2007)-  40 32 02.37800(N)    109 31 18.41956(W) AD(2002.00) 0
 LN0323  ELLIP H (02/10/07) 1670.316  (m)                       GP(2002.00)    
 LN0323  NAD 83(1994)-  40 32 02.37757(N)    109 31 18.41921(W) AD(       ) A
 LN0323  ELLIP H (06/28/00) 1670.338  (m)                       GP(       ) 4 1
 LN0323  NAVD 88            1686.40   (m)         5532.8    (f) LEVELING    3  
 LN0323  NGVD 29 (??/??/92) 1685.138  (m)         5528.66   (f) ADJ UNCH    1 2
 LN0323
 LN0323.Superseded values are not recommended for survey control.
 LN0323
 LN0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0323.See file dsdata.pdf to determine how the superseded data were derived.
 LN0323
 LN0323_MARKER: DB = BENCH MARK DISK
 LN0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0323_STAMPING: 5528.657 X 27 1933
 LN0323_MARK LOGO: CGS
 LN0323_PROJECTION: PROJECTING 10 CENTIMETERS
 LN0323_MAGNETIC: N = NO MAGNETIC MATERIAL
 LN0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0323+STABILITY: SURFACE MOTION
 LN0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0323+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2018
 LN0323
 LN0323  HISTORY     - Date     Condition        Report By
 LN0323  HISTORY     - 1933     MONUMENTED       CGS
 LN0323  HISTORY     - 1967     GOOD             CGS
 LN0323  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0323  HISTORY     - 19960707 GOOD             NGS
 LN0323  HISTORY     - 19990629 GOOD             NGS
 LN0323  HISTORY     - 19991025 GOOD             NGS
 LN0323  HISTORY     - 20040719 GOOD             NGS
 LN0323  HISTORY     - 20100802 GOOD             NGS
 LN0323  HISTORY     - 20180819 GOOD             NGS
 LN0323
 LN0323                          STATION DESCRIPTION
 LN0323
 LN0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LN0323'6.6 MI N FROM VERNAL.
 LN0323'ABOUT 5.9 MILES NORTH ALONG STATE HWY. 44 FROM VERNAL, UINTAH COUNTY,
 LN0323'ABOUT 600 FEET NORTHWEST OF A CLIFF WITH COLORED DOME-SHAPED SLOPES,
 LN0323'ABOUT 300 FEET WEST OF A SMALL ROCKY MOUND, AT THE SOUTH END OF A LOW
 LN0323'SEMICIRCULAR FLAT EXTENDING EAST OF THE HIGHWAY, AND 130 FEET EAST OF
 LN0323'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK STAMPED 5528.657 X-27
 LN0323'1933 AND SET IN THE TOP OF A CONCRETE POST.
 LN0323
 LN0323                          STATION RECOVERY (1984)
 LN0323
 LN0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0323'MARK NOT FOUND.
 LN0323
 LN0323                          STATION RECOVERY (1996)
 LN0323
 LN0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DW)
 LN0323'ANOTHER ALIAS IS NN 313. STATION IS IN A GRASS AND BRUSH FIELD NEAR
 LN0323'THE NE CORNER OF STEINAKER RESERVOIR.  TO ACCESS FROM THE INTERSECTION
 LN0323'OF ROUTES US 40, US 191 AND UT 44, GO NORTH ON US 191 AND (0LD) UT 44.
 LN0323'GO 5.6 MI (9.0 KM) TO STATION ON RIGHT.  STATION IS 37 M (121.4 FT)
 LN0323'EAST OF CENTER OF US 191, 11.1 M (36.4 FT) EAST OF CENTER OF DIRT
 LN0323'TRACK ROAD (OLD HIGHWAY) , 30 M (98.4 FT) NORTH OF CENTER OF DIRT
 LN0323'TRACK ROAD WHICH IS EASTWARD EXTENSION OF PAVED ROAD INTO STEINAKER
 LN0323'LAKE STATE RECREATION AREA, 49 M (160.8 FT) SE OF US 191 NORTH
 LN0323'SIGNPOST, ABOUT 73 M (239.5 FT) EAST OF AND 23 M (75.5 FT) NORTH OF
 LN0323'NGS ROD BM X374, 180 M (590.5 FT) NE OF CLIFF WITH COLORED, DOMED
 LN0323'SLOPES, 90 M (295.3 FT) WEST OF A SMALL ROCKY MOUND, AND 0.6 M (2.0
 LN0323'FT) EAST OF A WITNESS POST.  STATION IS 1 FT (0.3 M) X 1 FT (0.3 M)
 LN0323'CONCRETE MONUMENT, EXTENDING 0.1 M (0.3 FT) ABOVE GROUND LEVEL.  A
 LN0323'CHISELED ARROW POINTS NORTH.
 LN0323
 LN0323                          STATION RECOVERY (1999)
 LN0323
 LN0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 LN0323'RECOVERED AS DESCRIBED.
 LN0323
 LN0323                          STATION RECOVERY (1999)
 LN0323
 LN0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 LN0323'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH OF VERNAL IN A
 LN0323'GRASS AND BRUSH FIELD NEAR THE NE CORNER OF THE STEINAKER RESERVOIR.
 LN0323'TO REACH THE STATION FROM THE INTERSECTION OF ROUTES U.S.  40, U.S.
 LN0323'191 AND UT 44, GO NORTH ON U.S.  HWY 191 FOR 5.6 MI (9.0 KM) TO THE
 LN0323'STATION ON THE RIGHT.  THE STATION MARK IS A CGS BENCH MARK DISK SET
 LN0323'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING 10 CM
 LN0323'ABOVE GROUND.  A CHISELED ARROW IN THE MONUMENT POINTS NORTH.  IT IS,
 LN0323'ABOUT 0.5 MI (0.8 KM) NORTH OF MILE POST 206, NORTH OF THE ENTRANCE TO
 LN0323'THE STEINAKER LAKE RECREATION AREA (STEINAKER LAKE ROAD) , 180 M
 LN0323'(590.5 FT) NORTHEAST OF A CLIFF WITH COLORED DOMED SLOPES, 90 M (295.3
 LN0323'FT) WEST OF A SMALL ROCKY MOUND, 73 M (239.5 FT) EAST OF AND 23 M
 LN0323'(75.5 FT) NORTH OF NGS BENCH MARK X 374, 49 M (160.8 FT) SOUTHEAST OF
 LN0323'THE U.S.  HWY 191 NORTH SIGNPOST, 37 M (121.4 FT) EAST OF THE CENTER
 LN0323'OF U.S.  HWY 191, 30 M (98.4 FT) NORTH OF THE CENTER OF A DIRT TRACK
 LN0323'ROAD WHICH IS THE EASTWARD EXTENSION OF THE PAVED ROAD INTO THE
 LN0323'STEINAKER LAKE RECREATION AREA AND 0.6 M (2.0 FT) EAST OF A WITNESS
 LN0323'POST.  DESCRIBED BY DELBERT D.  SHEA.
 LN0323
 LN0323                          STATION RECOVERY (2004)
 LN0323
 LN0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 LN0323'RECOVERED IN GOOD CONDITION.
 LN0323
 LN0323                          STATION RECOVERY (2010)
 LN0323
 LN0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (DW)
 LN0323'RECOVERED IN GOOD CONDITION.
 LN0323
 LN0323                          STATION RECOVERY (2018)
 LN0323
 LN0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 LN0323'THIS IS ALSO GRAVITY BASE STATION 'VERNAL X 27', NN 313, DOD 0557-3.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0332 ***********************************************************************
 LN0332  DESIGNATION -  X 28
 LN0332  PID         -  LN0332
 LN0332  STATE/COUNTY-  UT/DAGGETT
 LN0332  COUNTRY     -  US
 LN0332  USGS QUAD   -  ELK PARK (2017)
 LN0332
 LN0332                         *CURRENT SURVEY CONTROL
 LN0332  ______________________________________________________________________
 LN0332* NAD 83(1986) POSITION- 40 51 01.     (N) 109 41 27.     (W)   SCALED
 LN0332* NAVD 88 ORTHO HEIGHT -  2408.953 (meters)     7903.37  (feet) ADJUSTED
 LN0332  ______________________________________________________________________
 LN0332  GEOID HEIGHT    -        -13.284 (meters)                     GEOID18
 LN0332  DYNAMIC HEIGHT  -       2406.638 (meters)     7895.78  (feet) COMP
 LN0332  MODELED GRAVITY -    979,575.3   (mgal)                       NAVD 88
 LN0332
 LN0332  VERT ORDER      -  FIRST     CLASS II
 LN0332
 LN0332.The horizontal coordinates were scaled from a map and have
 LN0332.an estimated accuracy of +/- 6 seconds.
 LN0332
 LN0332.The orthometric height was determined by differential leveling and
 LN0332.adjusted by the NATIONAL GEODETIC SURVEY
 LN0332.in June 1991.
 LN0332
 LN0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0332.GEOID18 height accuracy estimate available here.
 LN0332
 LN0332.Click photographs - Photos may exist for this station.
 LN0332
 LN0332.The dynamic height is computed by dividing the NAVD 88
 LN0332.geopotential number by the normal gravity value computed on the
 LN0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0332.degrees latitude (g = 980.6199 gals.).
 LN0332
 LN0332.The modeled gravity was interpolated from observed gravity values.
 LN0332
 LN0332;                    North         East    Units  Estimated Accuracy
 LN0332;SPC UT N     - 1,058,990.      652,550.      MT  (+/- 180 meters Scaled)
 LN0332
 LN0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL103229(NAD 83)
 LN0332
 LN0332                          SUPERSEDED SURVEY CONTROL
 LN0332
 LN0332  NGVD 29 (??/??/92) 2407.597  (m)         7898.92   (f) ADJ UNCH    1 2
 LN0332
 LN0332.Superseded values are not recommended for survey control.
 LN0332
 LN0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0332.See file dsdata.pdf to determine how the superseded data were derived.
 LN0332
 LN0332_MARKER: DB = BENCH MARK DISK
 LN0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0332_STAMPING: 7898.924 X 28 1933
 LN0332_MARK LOGO: CGS
 LN0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0332+STABILITY: SURFACE MOTION
 LN0332
 LN0332  HISTORY     - Date     Condition        Report By
 LN0332  HISTORY     - 1933     MONUMENTED       CGS
 LN0332  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0332
 LN0332                          STATION DESCRIPTION
 LN0332
 LN0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0332'23.0 MI S FROM MANILA.
 LN0332'ABOUT 23.0 MILES SOUTH ALONG STATE HIGHWAY 44 FROM MANILA, DAGGETT
 LN0332'COUNTY, AT ELK PARK, ABOUT 1/2 MILE WEST OF A PROMINENT ROCK OUTCROP
 LN0332'0.2 MILE NORTH OF THE HIGHWAY, ABOUT 0.3 MILE EAST OF A SMALL CREEK
 LN0332'CROSSING, AT THE WEST END OF A TANGENT, IN AN OPEN FLAT, AT THE NORTH
 LN0332'EDGE OF AN ASPEN GROVE, AND ABOUT 35 FEET SOUTH OF THE CENTER LINE OF
 LN0332'THE HIGHWAY.  A STANDARD DISK, STAMPED 7898.924 X 28 1933 AND SET IN
 LN0332'THE TOP OF A CONCRETE POST.
 LN0332
 LN0332                          STATION RECOVERY (1984)
 LN0332
 LN0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0332'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0187 ***********************************************************************
 JN0187  DESIGNATION -  X 29
 JN0187  PID         -  JN0187
 JN0187  STATE/COUNTY-  UT/WAYNE
 JN0187  COUNTRY     -  US
 JN0187  USGS QUAD   -  LOA (2017)
 JN0187
 JN0187                         *CURRENT SURVEY CONTROL
 JN0187  ______________________________________________________________________
 JN0187* NAD 83(1986) POSITION- 38 25 39.84   (N) 111 41 25.03   (W)   HD_HELD1
 JN0187* NAVD 88 ORTHO HEIGHT -  2279.695 (meters)     7479.30  (feet) ADJUSTED
 JN0187  ______________________________________________________________________
 JN0187  GEOID HEIGHT    -        -17.659 (meters)                     GEOID18
 JN0187  DYNAMIC HEIGHT  -       2277.004 (meters)     7470.47  (feet) COMP
 JN0187  MODELED GRAVITY -    979,365.7   (mgal)                       NAVD 88
 JN0187
 JN0187  VERT ORDER      -  FIRST     CLASS II
 JN0187
 JN0187.The horizontal coordinates were determined by differentially corrected
 JN0187.hand held GPS observations or other comparable positioning techniques
 JN0187.and have an estimated accuracy of +/- 3 meters.
 JN0187
 JN0187.The orthometric height was determined by differential leveling and
 JN0187.adjusted by the NATIONAL GEODETIC SURVEY
 JN0187.in June 1991.
 JN0187
 JN0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0187.GEOID18 height accuracy estimate available here.
 JN0187
 JN0187.Click photographs - Photos may exist for this station.
 JN0187
 JN0187.The dynamic height is computed by dividing the NAVD 88
 JN0187.geopotential number by the normal gravity value computed on the
 JN0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0187.degrees latitude (g = 980.6199 gals.).
 JN0187
 JN0187.The modeled gravity was interpolated from observed gravity values.
 JN0187
 JN0187;                    North         East    Units  Estimated Accuracy
 JN0187;SPC UT S     - 3,195,473.9     483,384.0     MT  (+/- 3 meters HH1 GPS) 
 JN0187
 JN0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH3974853500(NAD 83)
 JN0187
 JN0187                          SUPERSEDED SURVEY CONTROL
 JN0187
 JN0187  NGVD 29 (??/??/92) 2278.344  (m)         7474.87   (f) ADJ UNCH    1 2
 JN0187
 JN0187.Superseded values are not recommended for survey control.
 JN0187
 JN0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0187.See file dsdata.pdf to determine how the superseded data were derived.
 JN0187
 JN0187_MARKER: DB = BENCH MARK DISK
 JN0187_SETTING: 66 = SET IN ROCK OUTCROP
 JN0187_STAMPING: X 29 1934
 JN0187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0187+STABILITY: POSITION/ELEVATION WELL
 JN0187
 JN0187  HISTORY     - Date     Condition        Report By
 JN0187  HISTORY     - 1934     MONUMENTED       CGS
 JN0187  HISTORY     - 1963     GOOD             CGS
 JN0187  HISTORY     - 1971     GOOD             NGS
 JN0187
 JN0187                          STATION DESCRIPTION
 JN0187
 JN0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0187'3.7 MI NW FROM LOA.
 JN0187'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE AT
 JN0187'LOA, ABOUT 65 YARDS SOUTHWEST OF A GROUP OF CEDAR TREES, 15 FEET
 JN0187'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 41 1/2 FEET SOUTHWEST OF
 JN0187'THE CENTER LINE OF A DIM TRACK ROAD, IN THE TOP OF A LARGE OUTCROP,
 JN0187'0.5 FOOT SOUTHEAST OF THE EDGE, AND 3 1/2 FEET LOWER THAN THE HIGHWAY.
 JN0187
 JN0187                          STATION RECOVERY (1971)
 JN0187
 JN0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JN0187'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0008 ***********************************************************************
 KO0008  DESIGNATION -  X 3
 KO0008  PID         -  KO0008
 KO0008  STATE/COUNTY-  UT/JUAB
 KO0008  COUNTRY     -  US
 KO0008  USGS QUAD   -  LYNNDYL EAST (2017)
 KO0008
 KO0008                         *CURRENT SURVEY CONTROL
 KO0008  ______________________________________________________________________
 KO0008* NAD 83(1986) POSITION- 39 33 16.3    (N) 112 21 15.3    (W)   HD_HELD2
 KO0008* NAVD 88 ORTHO HEIGHT -  1461.946 (meters)     4796.40  (feet) ADJUSTED
 KO0008  ______________________________________________________________________
 KO0008  GEOID HEIGHT    -        -18.481 (meters)                     GEOID18
 KO0008  DYNAMIC HEIGHT  -       1460.629 (meters)     4792.08  (feet) COMP
 KO0008  MODELED GRAVITY -    979,675.1   (mgal)                       NAVD 88
 KO0008
 KO0008  VERT ORDER      -  FIRST     CLASS I
 KO0008
 KO0008.The horizontal coordinates were established by autonomous hand held GPS
 KO0008.observations and have an estimated accuracy of +/- 10 meters.
 KO0008
 KO0008.The orthometric height was determined by differential leveling and
 KO0008.adjusted by the NATIONAL GEODETIC SURVEY
 KO0008.in June 1991.
 KO0008
 KO0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0008.GEOID18 height accuracy estimate available here.
 KO0008
 KO0008.Click photographs - Photos may exist for this station.
 KO0008
 KO0008.The dynamic height is computed by dividing the NAVD 88
 KO0008.geopotential number by the normal gravity value computed on the
 KO0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0008.degrees latitude (g = 980.6199 gals.).
 KO0008
 KO0008.The modeled gravity was interpolated from observed gravity values.
 KO0008
 KO0008;                    North         East    Units  Estimated Accuracy
 KO0008;SPC UT C     - 2,135,926.      426,588.      MT  (+/- 10 meters HH2 GPS)
 KO0008
 KO0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ8365179191(NAD 83)
 KO0008
 KO0008                          SUPERSEDED SURVEY CONTROL
 KO0008
 KO0008.No superseded survey control is available for this station.
 KO0008
 KO0008_MARKER: P = PIPE CAP
 KO0008_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KO0008_STAMPING: ELEV. 4792.769 FT.
 KO0008_MARK LOGO: CGS
 KO0008_PROJECTION: FLUSH
 KO0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0008+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2012
 KO0008
 KO0008  HISTORY     - Date     Condition        Report By
 KO0008  HISTORY     - 1908     MONUMENTED       CGS
 KO0008  HISTORY     - 1970     GOOD             NGS
 KO0008  HISTORY     - 20120301 GOOD             GEOCAC
 KO0008
 KO0008                          STATION DESCRIPTION
 KO0008
 KO0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0008'2.6 MI NE FROM LYNNDYL.
 KO0008'2.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0008'SIGN AT LYNNDYL, 116 FEET SOUTHEAST AND ACROSS THE TRACK FROM MILEPOLE
 KO0008'668.50, 13 POLES NORTHEAST OF MILEPOLE 668, 67.3 FEET SOUTHEAST OF THE
 KO0008'SOUTHEAST RAIL, 269.6 FEET NORTHEAST OF MILLARD-JUAB COUNTY LINE
 KO0008'MARKER POST, 80 1/2 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 KO0008'50 AND 6, 25 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 29.0 FEET
 KO0008'NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 1.9 FEET SOUTHWEST OF A
 KO0008'WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, A CAP SCREWED ON THE
 KO0008'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 KO0008'SEC 36, T14S,R5W.
 KO0008
 KO0008                          STATION RECOVERY (2012)
 KO0008
 KO0008'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 KO0008'MARK IS NOW FLUSH WITH THE GROUND
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0274 ***********************************************************************
 JN0274  DESIGNATION -  X 30
 JN0274  PID         -  JN0274
 JN0274  STATE/COUNTY-  UT/SEVIER
 JN0274  COUNTRY     -  US
 JN0274  USGS QUAD   -  SIGURD (2017)
 JN0274
 JN0274                         *CURRENT SURVEY CONTROL
 JN0274  ______________________________________________________________________
 JN0274* NAD 83(1986) POSITION- 38 49 37.     (N) 111 59 40.     (W)   SCALED
 JN0274* NAVD 88 ORTHO HEIGHT -  1603.902 (meters)     5262.14  (feet) ADJUSTED
 JN0274  ______________________________________________________________________
 JN0274  GEOID HEIGHT    -        -18.794 (meters)                     GEOID18
 JN0274  DYNAMIC HEIGHT  -       1602.194 (meters)     5256.53  (feet) COMP
 JN0274  MODELED GRAVITY -    979,507.6   (mgal)                       NAVD 88
 JN0274
 JN0274  VERT ORDER      -  FIRST     CLASS II
 JN0274
 JN0274.The horizontal coordinates were scaled from a map and have
 JN0274.an estimated accuracy of +/- 6 seconds.
 JN0274
 JN0274.The orthometric height was determined by differential leveling and
 JN0274.adjusted by the NATIONAL GEODETIC SURVEY
 JN0274.in June 1991.
 JN0274
 JN0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0274.GEOID18 height accuracy estimate available here.
 JN0274
 JN0274.Click photographs - Photos may exist for this station.
 JN0274
 JN0274.The dynamic height is computed by dividing the NAVD 88
 JN0274.geopotential number by the normal gravity value computed on the
 JN0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0274.degrees latitude (g = 980.6199 gals.).
 JN0274
 JN0274.The modeled gravity was interpolated from observed gravity values.
 JN0274
 JN0274;                    North         East    Units  Estimated Accuracy
 JN0274;SPC UT C     - 2,054,920.      457,060.      MT  (+/- 180 meters Scaled)
 JN0274
 JN0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH136980(NAD 83)
 JN0274
 JN0274                          SUPERSEDED SURVEY CONTROL
 JN0274
 JN0274  NGVD 29 (??/??/92) 1602.694  (m)         5258.17   (f) ADJ UNCH    1 2
 JN0274
 JN0274.Superseded values are not recommended for survey control.
 JN0274
 JN0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0274.See file dsdata.pdf to determine how the superseded data were derived.
 JN0274
 JN0274_MARKER: DB = BENCH MARK DISK
 JN0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0274_STAMPING: X 30 1934
 JN0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0274+STABILITY: SURFACE MOTION
 JN0274
 JN0274  HISTORY     - Date     Condition        Report By
 JN0274  HISTORY     - 1934     MONUMENTED       CGS
 JN0274  HISTORY     - 1960     MARK NOT FOUND   CGS
 JN0274
 JN0274                          STATION DESCRIPTION
 JN0274
 JN0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0274'1.5 MI S FROM SIGURD.
 JN0274'1.5 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JN0274'THE STATION AT SIGURD, SEVIER COUNTY, 0.1 MILE NORTH OF MILEPOST 98,
 JN0274'117 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 30 FEET NORTHWEST
 JN0274'OF THE CENTERLINE OF U.S. HIGHWAY 89, AND 2 FEET SOUTHEAST OF THE
 JN0274'FENCE.  A STANDARD DISK, STAMPED X 30 1934 AND SET IN THE TOP OF A
 JN0274'CONCRETE POST.
 JN0274
 JN0274                          STATION RECOVERY (1960)
 JN0274
 JN0274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JN0274'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0169 ***********************************************************************
 JO0169  DESIGNATION -  X 32
 JO0169  PID         -  JO0169
 JO0169  STATE/COUNTY-  UT/BEAVER
 JO0169  COUNTRY     -  US
 JO0169  USGS QUAD   -  CAVE CANYON (2017)
 JO0169
 JO0169                         *CURRENT SURVEY CONTROL
 JO0169  ______________________________________________________________________
 JO0169* NAD 83(1986) POSITION- 38 19 03.     (N) 112 58 13.     (W)   SCALED
 JO0169* NAVD 88 ORTHO HEIGHT -  1566.499 (meters)     5139.42  (feet) ADJUSTED
 JO0169  ______________________________________________________________________
 JO0169  GEOID HEIGHT    -        -20.889 (meters)                     GEOID18
 JO0169  DYNAMIC HEIGHT  -       1564.842 (meters)     5133.99  (feet) COMP
 JO0169  MODELED GRAVITY -    979,516.3   (mgal)                       NAVD 88
 JO0169
 JO0169  VERT ORDER      -  FIRST     CLASS II
 JO0169
 JO0169.The horizontal coordinates were scaled from a map and have
 JO0169.an estimated accuracy of +/- 6 seconds.
 JO0169
 JO0169.The orthometric height was determined by differential leveling and
 JO0169.adjusted by the NATIONAL GEODETIC SURVEY
 JO0169.in June 1991.
 JO0169
 JO0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0169.GEOID18 height accuracy estimate available here.
 JO0169
 JO0169.Click photographs - Photos may exist for this station.
 JO0169
 JO0169.The dynamic height is computed by dividing the NAVD 88
 JO0169.geopotential number by the normal gravity value computed on the
 JO0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0169.degrees latitude (g = 980.6199 gals.).
 JO0169
 JO0169.The modeled gravity was interpolated from observed gravity values.
 JO0169
 JO0169;                    North         East    Units  Estimated Accuracy
 JO0169;SPC UT S     - 3,184,230.      371,430.      MT  (+/- 180 meters Scaled)
 JO0169
 JO0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH277428(NAD 83)
 JO0169
 JO0169                          SUPERSEDED SURVEY CONTROL
 JO0169
 JO0169  NGVD 29 (??/??/92) 1565.432  (m)         5135.92   (f) ADJ UNCH    1 2
 JO0169
 JO0169.Superseded values are not recommended for survey control.
 JO0169
 JO0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0169.See file dsdata.pdf to determine how the superseded data were derived.
 JO0169
 JO0169_MARKER: DB = BENCH MARK DISK
 JO0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0169_STAMPING: X 32 1934
 JO0169_MARK LOGO: CGS
 JO0169_PROJECTION: PROJECTING 20 CENTIMETERS
 JO0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0169+STABILITY: SURFACE MOTION
 JO0169
 JO0169  HISTORY     - Date     Condition        Report By
 JO0169  HISTORY     - 1934     MONUMENTED       CGS
 JO0169  HISTORY     - 1984     GOOD             NGS
 JO0169
 JO0169                          STATION DESCRIPTION
 JO0169
 JO0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0169'5.6 MI SE FROM MILFORD.
 JO0169'5.6 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE UNION PACIFIC
 JO0169'RAILROAD STATION AT MILFORD, BEAVER COUNTY, 75 FEET SOUTH OF A DRY
 JO0169'WASH, 27 FEET NORTHEAST OF TELEPHONE POLE 785, AND 54 FEET EAST OF THE
 JO0169'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED X 32 1934 AND SET
 JO0169'IN THE TOP OF A CONCRETE POST.
 JO0169
 JO0169                          STATION RECOVERY (1984)
 JO0169
 JO0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0169'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.  9.24 KM
 JO0169'(5.84 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0169'OFFICE AT MILFORD, 1.36 KM (0.85 MI) SOUTH OF MILEPOST 82, 17.4 METERS
 JO0169'(56 FT) EAST OF THE HIGHWAY CENTERLINE, 51.1 METERS (168 FT) WEST OF
 JO0169'THE RIGHT OF WAY FENCE AND 24.5 METERS (80 FT) WEST-NORTHWEST OF AN
 JO0169'IRON PIPE.
 JO0169'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 JO0169'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0339 ***********************************************************************
 JO0339  DESIGNATION -  X 33
 JO0339  PID         -  JO0339
 JO0339  STATE/COUNTY-  UT/BEAVER
 JO0339  COUNTRY     -  US
 JO0339  USGS QUAD   -  PINE VALLEY HARDPAN SOUTH (2017)
 JO0339
 JO0339                         *CURRENT SURVEY CONTROL
 JO0339  ______________________________________________________________________
 JO0339* NAD 83(1986) POSITION- 38 32 44.     (N) 113 42 51.     (W)   SCALED
 JO0339* NAVD 88 ORTHO HEIGHT -  1582.245 (meters)     5191.08  (feet) ADJUSTED
 JO0339  ______________________________________________________________________
 JO0339  GEOID HEIGHT    -        -21.340 (meters)                     GEOID18
 JO0339  DYNAMIC HEIGHT  -       1580.567 (meters)     5185.58  (feet) COMP
 JO0339  MODELED GRAVITY -    979,512.5   (mgal)                       NAVD 88
 JO0339
 JO0339  VERT ORDER      -  FIRST     CLASS II
 JO0339
 JO0339.The horizontal coordinates were scaled from a map and have
 JO0339.an estimated accuracy of +/- 6 seconds.
 JO0339
 JO0339.The orthometric height was determined by differential leveling and
 JO0339.adjusted by the NATIONAL GEODETIC SURVEY
 JO0339.in June 1991.
 JO0339
 JO0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0339.GEOID18 height accuracy estimate available here.
 JO0339
 JO0339.Click photographs - Photos may exist for this station.
 JO0339
 JO0339.The dynamic height is computed by dividing the NAVD 88
 JO0339.geopotential number by the normal gravity value computed on the
 JO0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0339.degrees latitude (g = 980.6199 gals.).
 JO0339
 JO0339.The modeled gravity was interpolated from observed gravity values.
 JO0339
 JO0339;                    North         East    Units  Estimated Accuracy
 JO0339;SPC UT S     - 3,210,820.      306,980.      MT  (+/- 180 meters Scaled)
 JO0339
 JO0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH634698(NAD 83)
 JO0339
 JO0339                          SUPERSEDED SURVEY CONTROL
 JO0339
 JO0339  NGVD 29 (??/??/92) 1581.066  (m)         5187.21   (f) ADJ UNCH    1 2
 JO0339
 JO0339.Superseded values are not recommended for survey control.
 JO0339
 JO0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0339.See file dsdata.pdf to determine how the superseded data were derived.
 JO0339
 JO0339_MARKER: DB = BENCH MARK DISK
 JO0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0339_STAMPING: X 33 1934
 JO0339_MARK LOGO: CGS
 JO0339_PROJECTION: FLUSH
 JO0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0339+STABILITY: SURFACE MOTION
 JO0339
 JO0339  HISTORY     - Date     Condition        Report By
 JO0339  HISTORY     - 1934     MONUMENTED       CGS
 JO0339  HISTORY     - 1984     GOOD             NGS
 JO0339
 JO0339                          STATION DESCRIPTION
 JO0339
 JO0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0339'35.5 MI SE FROM GARRISON.
 JO0339'IN BEAVER COUNTY, 35.5 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE
 JO0339'POST OFFICE AT GARRISON, MILLARD COUNTY, 4.3 MILES SOUTHEAST OF THE
 JO0339'BEAVER-MILLARD COUNTY LINE, 1.5 MILES WEST OF A FARMHOUSE AND
 JO0339'WINDMILL, 0.2 MILE EAST OF THE JUNCTION OF A ROAD LEADING TO DESERT
 JO0339'RANGE EXPERIMENT STATION, 0.1 MILE WEST OF A HIGHWAY GRAVEL PIT, AND
 JO0339'40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 JO0339'STAMPED X 33 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JO0339
 JO0339                          STATION RECOVERY (1984)
 JO0339
 JO0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0339'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  67.7 KM
 JO0339'(42.3 MI) WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 JO0339'STATE HIGHWAY 257 AT MILFORD, 2.65 KM (1.65 MI) SOUTHEAST OF THE Y
 JO0339'JUNCTION OF A PAVED ROAD LEADING NORTH TO AN EXPERIMENTAL RANGE
 JO0339'HEADQUARTERS, 0.2 KM (0.1 MI) NORTHWEST OF MILEPOST 35, 91.1 METERS
 JO0339'(299 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 110.3 METERS (362 FT)
 JO0339'NORTH OF THE NORTHEAST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT
 JO0339'AND 12.2 METERS (40 FT) NORTHEAST OF THE CENTER OF THE OLD HIGHWAY
 JO0339'BED.
 JO0339'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 JO0339'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0330 ***********************************************************************
 HO0330  DESIGNATION -  X 331
 HO0330  PID         -  HO0330
 HO0330  STATE/COUNTY-  UT/IRON
 HO0330  COUNTRY     -  US
 HO0330  USGS QUAD   -  BERYL JUNCTION (2017)
 HO0330
 HO0330                         *CURRENT SURVEY CONTROL
 HO0330  ______________________________________________________________________
 HO0330* NAD 83(1986) POSITION- 37 41 32.     (N) 113 40 29.     (W)   SCALED
 HO0330* NAVD 88 ORTHO HEIGHT -  1583.220 (meters)     5194.28  (feet) ADJUSTED
 HO0330  ______________________________________________________________________
 HO0330  GEOID HEIGHT    -        -23.134 (meters)                     GEOID18
 HO0330  DYNAMIC HEIGHT  -       1581.438 (meters)     5188.43  (feet) COMP
 HO0330  MODELED GRAVITY -    979,448.8   (mgal)                       NAVD 88
 HO0330
 HO0330  VERT ORDER      -  SECOND    CLASS 0
 HO0330
 HO0330.The horizontal coordinates were scaled from a map and have
 HO0330.an estimated accuracy of +/- 6 seconds.
 HO0330
 HO0330.The orthometric height was determined by differential leveling and
 HO0330.adjusted by the NATIONAL GEODETIC SURVEY
 HO0330.in June 1991.
 HO0330
 HO0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0330.GEOID18 height accuracy estimate available here.
 HO0330
 HO0330.Click photographs - Photos may exist for this station.
 HO0330
 HO0330.The dynamic height is computed by dividing the NAVD 88
 HO0330.geopotential number by the normal gravity value computed on the
 HO0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0330.degrees latitude (g = 980.6199 gals.).
 HO0330
 HO0330.The modeled gravity was interpolated from observed gravity values.
 HO0330
 HO0330;                    North         East    Units  Estimated Accuracy
 HO0330;SPC UT S     - 3,116,050.      308,220.      MT  (+/- 180 meters Scaled)
 HO0330
 HO0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG641750(NAD 83)
 HO0330
 HO0330                          SUPERSEDED SURVEY CONTROL
 HO0330
 HO0330  NGVD 29 (??/??/92) 1582.11   (m)         5190.6    (f) COMPUTED    2 0
 HO0330
 HO0330.Superseded values are not recommended for survey control.
 HO0330
 HO0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0330.See file dsdata.pdf to determine how the superseded data were derived.
 HO0330
 HO0330_MARKER: DB = BENCH MARK DISK
 HO0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0330_STAMPING: X 331 1945
 HO0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0330+STABILITY: SURFACE MOTION
 HO0330
 HO0330  HISTORY     - Date     Condition        Report By
 HO0330  HISTORY     - 1945     MONUMENTED       CGS
 HO0330
 HO0330                          STATION DESCRIPTION
 HO0330
 HO0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HO0330'1.0 MI W FROM ENTERPRISE INT FIELD.
 HO0330'1.0 MILE WEST ALONG OLD STATE HIGHWAY NO. 56 FROM THE MAIN GATE OF THE
 HO0330'ENTERPRISE INT. FIELD, SET IN LINE WITH THE POWER LINE POLES LEADING
 HO0330'EAST, AT THIS POINT THE POWER LINE POLES LEADS EAST THEN SOUTH, 31
 HO0330'FEET SOUTH OF CENTER-LINE OF OLD HIGHWAY, 43.6 FEET NORTHWEST OF
 HO0330'TELEPHONE POLE NO. 845, 9.4 FEET EAST OF THE POWER LINE POLE THAT IS
 HO0330'USED AS THE CORNER FOR CHANGE IN DIRECTIONS OF LINE, 1.5 FEET
 HO0330'NORTHWEST OF REFERENCE POST.  BRONZE BENCH MARK DISK SET IN TOP OF A
 HO0330'CONCRETE POST POURED IN THE FIELD AND PROJECTING ABOUT 0.2 FOOT ABOVE
 HO0330'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0629 ***********************************************************************
 LO0629  DESIGNATION -  X 332
 LO0629  PID         -  LO0629
 LO0629  STATE/COUNTY-  UT/SALT LAKE
 LO0629  COUNTRY     -  US
 LO0629  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0629
 LO0629                         *CURRENT SURVEY CONTROL
 LO0629  ______________________________________________________________________
 LO0629* NAD 83(1986) POSITION- 40 46 16.     (N) 111 55 33.     (W)   SCALED
 LO0629* NAVD 88 ORTHO HEIGHT -  1288.638 (meters)     4227.81  (feet) ADJUSTED
 LO0629  ______________________________________________________________________
 LO0629  GEOID HEIGHT    -        -16.958 (meters)                     GEOID18
 LO0629  DYNAMIC HEIGHT  -       1287.621 (meters)     4224.47  (feet) COMP
 LO0629  MODELED GRAVITY -    979,791.3   (mgal)                       NAVD 88
 LO0629
 LO0629  VERT ORDER      -  SECOND    CLASS 0
 LO0629
 LO0629.The horizontal coordinates were scaled from a map and have
 LO0629.an estimated accuracy of +/- 6 seconds.
 LO0629
 LO0629.The orthometric height was determined by differential leveling and
 LO0629.adjusted by the NATIONAL GEODETIC SURVEY
 LO0629.in June 1991.
 LO0629
 LO0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0629.GEOID18 height accuracy estimate available here.
 LO0629
 LO0629.Click photographs - Photos may exist for this station.
 LO0629
 LO0629.The dynamic height is computed by dividing the NAVD 88
 LO0629.geopotential number by the normal gravity value computed on the
 LO0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0629.degrees latitude (g = 980.6199 gals.).
 LO0629
 LO0629.The modeled gravity was interpolated from observed gravity values.
 LO0629
 LO0629;                    North         East    Units  Estimated Accuracy
 LO0629;SPC UT C     - 2,270,740.      464,050.      MT  (+/- 180 meters Scaled)
 LO0629
 LO0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL218137(NAD 83)
 LO0629
 LO0629                          SUPERSEDED SURVEY CONTROL
 LO0629
 LO0629  NGVD 29 (??/??/92) 1287.699  (m)         4224.73   (f) ADJ UNCH    2 0
 LO0629
 LO0629.Superseded values are not recommended for survey control.
 LO0629
 LO0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0629.See file dsdata.pdf to determine how the superseded data were derived.
 LO0629
 LO0629_MARKER: DB = BENCH MARK DISK
 LO0629_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LO0629_SP_SET: SIDEWALK
 LO0629_STAMPING: X 332 1945
 LO0629_MARK LOGO: CGS
 LO0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0629
 LO0629  HISTORY     - Date     Condition        Report By
 LO0629  HISTORY     - 1945     MONUMENTED       CGS
 LO0629  HISTORY     - 1960     GOOD             CGS
 LO0629  HISTORY     - 20100816 MARK NOT FOUND   GEOCAC
 LO0629
 LO0629                          STATION DESCRIPTION
 LO0629
 LO0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LO0629'1.3 MI W FROM SALT LAKE CITY.
 LO0629'AT SALT LAKE CITY, SALT LAKE COUNTY, 1.3 MILES WEST ALONG U.S. HIGHWAY
 LO0629'40 (NORTH TEMPLE STREET) FROM THE UNION PACIFIC RAILROAD STATION, AT
 LO0629'THE EAST END OF THE JORDAN RIVER BRIDGE, IN THE TOP OF THE SOUTH SIDE
 LO0629'WALK, 1.1 FEET WEST OF THE EAST END, 1 FOOT SOUTH OF THE SOUTH CURB,
 LO0629'AND 1.1 FEET HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED X 332
 LO0629'1945.
 LO0629
 LO0629                          STATION RECOVERY (2010)
 LO0629
 LO0629'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 LO0629'AT TIME OF MY VISIT SOUTH SIDE OF DESCRIBED BRIDGE HAD BEEN DEMOLISHED
 LO0629'AND A NEW SOUTH SIDE, INCLUDING A NEW SOUTH SIDEWALK, WAS IN FINAL
 LO0629'PHASE OF CONSTRUCTION.
 LO0629'WHILE PUBLISHED LOCATION IS ACTUALLY AT EAST END OF A FOOTBRIDGE JUST
 LO0629'SOUTH OF DESCRIBED STREET BRIDGE AT DESCRIBED LOCATION, DESCRIPTION
 LO0629'MAKES IT CLEAR MARK WAS ACTUALLY ON STREET BRIDGE THAT WAS DESTROYED
 LO0629'TO MAKE ROOM FOR NEW BRIDGE.
 LO0629'HIGH PROBABILITY MARK WAS DESTROYED WITH IT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0422 ***********************************************************************
 MR0422  DESIGNATION -  X 333
 MR0422  PID         -  MR0422
 MR0422  STATE/COUNTY-  UT/DAVIS
 MR0422  COUNTRY     -  US
 MR0422  USGS QUAD   -  KAYSVILLE (2017)
 MR0422
 MR0422                         *CURRENT SURVEY CONTROL
 MR0422  ______________________________________________________________________
 MR0422* NAD 83(1986) POSITION- 41 06 39.     (N) 111 59 28.     (W)   SCALED
 MR0422* NAVD 88 ORTHO HEIGHT -  1448.464 (meters)     4752.17  (feet) ADJUSTED
 MR0422  ______________________________________________________________________
 MR0422  GEOID HEIGHT    -        -16.855 (meters)                     GEOID18
 MR0422  DYNAMIC HEIGHT  -       1447.326 (meters)     4748.44  (feet) COMP
 MR0422  MODELED GRAVITY -    979,787.8   (mgal)                       NAVD 88
 MR0422
 MR0422  VERT ORDER      -  FIRST     CLASS II
 MR0422
 MR0422.The horizontal coordinates were scaled from a map and have
 MR0422.an estimated accuracy of +/- 6 seconds.
 MR0422
 MR0422.The orthometric height was determined by differential leveling and
 MR0422.adjusted by the NATIONAL GEODETIC SURVEY
 MR0422.in June 1991.
 MR0422
 MR0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0422.GEOID18 height accuracy estimate available here.
 MR0422
 MR0422.Click photographs - Photos may exist for this station.
 MR0422
 MR0422.The dynamic height is computed by dividing the NAVD 88
 MR0422.geopotential number by the normal gravity value computed on the
 MR0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0422.degrees latitude (g = 980.6199 gals.).
 MR0422
 MR0422.The modeled gravity was interpolated from observed gravity values.
 MR0422
 MR0422;                    North         East    Units  Estimated Accuracy
 MR0422;SPC UT N     - 1,086,460.      458,750.      MT  (+/- 180 meters Scaled)
 MR0422
 MR0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL167515(NAD 83)
 MR0422
 MR0422                          SUPERSEDED SURVEY CONTROL
 MR0422
 MR0422  NGVD 29 (??/??/92) 1447.514  (m)         4749.05   (f) ADJ UNCH    1 2
 MR0422
 MR0422.Superseded values are not recommended for survey control.
 MR0422
 MR0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0422.See file dsdata.pdf to determine how the superseded data were derived.
 MR0422
 MR0422_MARKER: DB = BENCH MARK DISK
 MR0422_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MR0422_SP_SET: RETAINING WALL
 MR0422_STAMPING: X 333 1945
 MR0422_MARK LOGO: CGS
 MR0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0422+STABILITY: SURFACE MOTION
 MR0422
 MR0422  HISTORY     - Date     Condition        Report By
 MR0422  HISTORY     - 1945     MONUMENTED       CGS
 MR0422  HISTORY     - 1953     GOOD             CGS
 MR0422  HISTORY     - 19880501 GOOD             USGS
 MR0422
 MR0422                          STATION DESCRIPTION
 MR0422
 MR0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MR0422'IN HILL AIR FORCE BASE.
 MR0422'AT HILL AIR FORCE BASE, AT WAREHOUSE 8 (BUILDING E 68), IN THE TOP OF
 MR0422'THE RETAINING WALL OF THE LOADING PLATFORM, 40.5 FEET EAST OF THE
 MR0422'NORTH CORNER OF THE BUILDING, 13.7 FEET NORTHEAST OF THE NORTHEAST
 MR0422'WALL OF THE BUILDING, AND 3.2 FEET ABOVE THE GROUND.
 MR0422
 MR0422                          STATION RECOVERY (1988)
 MR0422
 MR0422'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (GH)
 MR0422'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0594 ***********************************************************************
 LP0594  DESIGNATION -  X 334
 LP0594  PID         -  LP0594
 LP0594  STATE/COUNTY-  UT/TOOELE
 LP0594  COUNTRY     -  US
 LP0594  USGS QUAD   -  SIMPSON SPRINGS (2017)
 LP0594
 LP0594                         *CURRENT SURVEY CONTROL
 LP0594  ______________________________________________________________________
 LP0594* NAD 83(1986) POSITION- 40 05 43.     (N) 112 48 47.     (W)   SCALED
 LP0594* NAVD 88 ORTHO HEIGHT -  1374.801 (meters)     4510.49  (feet) ADJUSTED
 LP0594  ______________________________________________________________________
 LP0594  GEOID HEIGHT    -        -18.435 (meters)                     GEOID18
 LP0594  DYNAMIC HEIGHT  -       1373.639 (meters)     4506.68  (feet) COMP
 LP0594  MODELED GRAVITY -    979,732.8   (mgal)                       NAVD 88
 LP0594
 LP0594  VERT ORDER      -  SECOND    CLASS I
 LP0594
 LP0594.The horizontal coordinates were scaled from a map and have
 LP0594.an estimated accuracy of +/- 6 seconds.
 LP0594
 LP0594.The orthometric height was determined by differential leveling and
 LP0594.adjusted by the NATIONAL GEODETIC SURVEY
 LP0594.in June 1991.
 LP0594
 LP0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0594.GEOID18 height accuracy estimate available here.
 LP0594
 LP0594.Click photographs - Photos may exist for this station.
 LP0594
 LP0594.The dynamic height is computed by dividing the NAVD 88
 LP0594.geopotential number by the normal gravity value computed on the
 LP0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0594.degrees latitude (g = 980.6199 gals.).
 LP0594
 LP0594.The modeled gravity was interpolated from observed gravity values.
 LP0594
 LP0594;                    North         East    Units  Estimated Accuracy
 LP0594;SPC UT C     - 2,196,430.      388,040.      MT  (+/- 180 meters Scaled)
 LP0594
 LP0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK454399(NAD 83)
 LP0594
 LP0594                          SUPERSEDED SURVEY CONTROL
 LP0594
 LP0594.No superseded survey control is available for this station.
 LP0594
 LP0594_MARKER: DB = BENCH MARK DISK
 LP0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0594_STAMPING: X 334 1951
 LP0594_MARK LOGO: CGS
 LP0594_PROJECTION: PROJECTING 18 CENTIMETERS
 LP0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0594+STABILITY: SURFACE MOTION
 LP0594
 LP0594  HISTORY     - Date     Condition        Report By
 LP0594  HISTORY     - 1951     MONUMENTED       CGS
 LP0594  HISTORY     - 19890620 GOOD             USGS
 LP0594
 LP0594                          STATION DESCRIPTION
 LP0594
 LP0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LP0594'16.1 KM (10.00 MI) SW FROM DUGWAY.
 LP0594'10.0 MILES SOUTHWEST OF DUGWAY, 8.0 MILES ALONG THE DUGWAY-EUREKA
 LP0594'HIGHWAY, SOUTHEAST OF ROAD INTERSECTION AT EAST GATE TO DUGWAY
 LP0594'PROVING GROUNDS, THENCE, 0.95 MILES SOUTHWEST ALONG ROAD TO DRY CLAY
 LP0594'SITE, IN A SMALL BARE SPOT, 51 FEET WEST OF THE CENTERLINE OF A
 LP0594'GRAVEL ROAD AND 3 FEET WEST OF A 4X4 WITNESS POST PAINTED WHITE.
 LP0594
 LP0594                          STATION RECOVERY (1989)
 LP0594
 LP0594'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (JLD)
 LP0594'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0235 ***********************************************************************
 KO0235  DESIGNATION -  X 35
 KO0235  PID         -  KO0235
 KO0235  STATE/COUNTY-  UT/MILLARD
 KO0235  COUNTRY     -  US
 KO0235  USGS QUAD   -  CLAY KNOLL (2017)
 KO0235
 KO0235                         *CURRENT SURVEY CONTROL
 KO0235  ______________________________________________________________________
 KO0235* NAD 83(1986) POSITION- 39 19 00.22   (N) 112 54 48.44   (W)   HD_HELD1
 KO0235* NAVD 88 ORTHO HEIGHT -  1392.313 (meters)     4567.95  (feet) ADJUSTED
 KO0235  ______________________________________________________________________
 KO0235  GEOID HEIGHT    -        -19.899 (meters)                     GEOID18
 KO0235  DYNAMIC HEIGHT  -       1391.023 (meters)     4563.71  (feet) COMP
 KO0235  MODELED GRAVITY -    979,652.1   (mgal)                       NAVD 88
 KO0235
 KO0235  VERT ORDER      -  SECOND    CLASS 0
 KO0235
 KO0235.The horizontal coordinates were determined by differentially corrected
 KO0235.hand held GPS observations or other comparable positioning techniques
 KO0235.and have an estimated accuracy of +/- 3 meters.
 KO0235
 KO0235.The orthometric height was determined by differential leveling and
 KO0235.adjusted by the NATIONAL GEODETIC SURVEY
 KO0235.in June 1991.
 KO0235
 KO0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0235.GEOID18 height accuracy estimate available here.
 KO0235
 KO0235.Click photographs - Photos may exist for this station.
 KO0235
 KO0235.The dynamic height is computed by dividing the NAVD 88
 KO0235.geopotential number by the normal gravity value computed on the
 KO0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0235.degrees latitude (g = 980.6199 gals.).
 KO0235
 KO0235.The modeled gravity was interpolated from observed gravity values.
 KO0235
 KO0235;                    North         East    Units  Estimated Accuracy
 KO0235;SPC UT C     - 2,110,138.9     378,117.6     MT  (+/- 3 meters HH1 GPS) 
 KO0235
 KO0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ3504553670(NAD 83)
 KO0235
 KO0235                          SUPERSEDED SURVEY CONTROL
 KO0235
 KO0235  NGVD 29 (??/??/92) 1391.232  (m)         4564.40   (f) ADJ UNCH    2 0
 KO0235
 KO0235.Superseded values are not recommended for survey control.
 KO0235
 KO0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0235.See file dsdata.pdf to determine how the superseded data were derived.
 KO0235
 KO0235_MARKER: DB = BENCH MARK DISK
 KO0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0235_STAMPING: X 35 1934
 KO0235_MARK LOGO: CGS
 KO0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0235+STABILITY: SURFACE MOTION
 KO0235
 KO0235  HISTORY     - Date     Condition        Report By
 KO0235  HISTORY     - 1935     MONUMENTED       CGS
 KO0235
 KO0235                          STATION DESCRIPTION
 KO0235
 KO0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KO0235'11.9 MI W FROM HINCKLEY.
 KO0235'11.9 MILES WEST ALONG U.S. HIGHWAY 6 FROM HINCKLEY, MILLARD COUNTY,
 KO0235'525 FEET WEST OF THE CROSSING OF A DRAINAGE CANAL, AND 51 FEET NORTH
 KO0235'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK STAMPED X 35 1934
 KO0235'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0356 ***********************************************************************
 HO0356  CBN         -  This is a Cooperative Base Network Control Station.
 HO0356  DESIGNATION -  X 364
 HO0356  PID         -  HO0356
 HO0356  STATE/COUNTY-  UT/WASHINGTON
 HO0356  COUNTRY     -  US
 HO0356  USGS QUAD   -  SAINT GEORGE (2017)
 HO0356
 HO0356                         *CURRENT SURVEY CONTROL
 HO0356  ______________________________________________________________________
 HO0356* NAD 83(2011) POSITION- 37 06 49.16251(N) 113 33 21.79316(W)   ADJUSTED
 HO0356* NAD 83(2011) ELLIP HT-   841.318 (meters)        (06/27/12)   ADJUSTED
 HO0356* NAD 83(2011) EPOCH   -  2010.00
 HO0356* NAVD 88 ORTHO HEIGHT -   865.786 (meters)     2840.50  (feet) ADJUSTED
 HO0356  ______________________________________________________________________
 HO0356  GEOID HEIGHT    -        -24.475 (meters)                     GEOID18
 HO0356  NAD 83(2011) X  - -2,035,422.579 (meters)                     COMP
 HO0356  NAD 83(2011) Y  - -4,668,655.749 (meters)                     COMP
 HO0356  NAD 83(2011) Z  -  3,827,966.803 (meters)                     COMP
 HO0356  LAPLACE CORR    -          1.83  (seconds)                    DEFLEC18
 HO0356  DYNAMIC HEIGHT  -        864.908 (meters)     2837.62  (feet) COMP
 HO0356  MODELED GRAVITY -    979,588.9   (mgal)                       NAVD 88
 HO0356
 HO0356  VERT ORDER      -  FIRST     CLASS II
 HO0356
 HO0356  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HO0356  Standards:
 HO0356         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HO0356            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HO0356  -------------------------------------------------------------------
 HO0356  NETWORK    0.53   0.65           0.24   0.19   0.33      0.02981589
 HO0356  -------------------------------------------------------------------
 HO0356  Click here for local accuracies and other accuracy information.
 HO0356
 HO0356.The horizontal coordinates were established by GPS observations
 HO0356.and adjusted by the National Geodetic Survey in June 2012.
 HO0356
 HO0356.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HO0356.been affixed to the stable North American tectonic plate. See 
 HO0356.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HO0356
 HO0356.The horizontal coordinates are valid at the epoch date displayed above
 HO0356.which is a decimal equivalence of Year/Month/Day.
 HO0356
 HO0356.The orthometric height was determined by differential leveling and
 HO0356.adjusted by the NATIONAL GEODETIC SURVEY
 HO0356.in June 1991.
 HO0356
 HO0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0356.GEOID18 height accuracy estimate available here.
 HO0356
 HO0356.Click photographs - Photos may exist for this station.
 HO0356
 HO0356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HO0356
 HO0356.The Laplace correction was computed from DEFLEC18 derived deflections.
 HO0356
 HO0356.The ellipsoidal height was determined by GPS observations
 HO0356.and is referenced to NAD 83.
 HO0356
 HO0356.The dynamic height is computed by dividing the NAVD 88
 HO0356.geopotential number by the normal gravity value computed on the
 HO0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0356.degrees latitude (g = 980.6199 gals.).
 HO0356
 HO0356.The modeled gravity was interpolated from observed gravity values.
 HO0356
 HO0356. The following values were computed from the NAD 83(2011) position.
 HO0356
 HO0356;                    North         East     Units Scale Factor Converg.
 HO0356;SPC UT S     - 3,051,617.467   317,271.189   MT  1.00001926   -1 15 35.0
 HO0356;SPC UT S     -10,011,848.31  1,040,913.89   sFT  1.00001926   -1 15 35.0
 HO0356;UTM  12      - 4,110,538.635   272,890.688   MT  1.00023543   -1 32 34.7
 HO0356
 HO0356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HO0356!SPC UT S     -   0.99986799  x   1.00001926  =   0.99988725
 HO0356!UTM  12      -   0.99986799  x   1.00023543  =   1.00010339
 HO0356
 HO0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG7289010538(NAD 83)
 HO0356
 HO0356                          SUPERSEDED SURVEY CONTROL
 HO0356
 HO0356  NAD 83(2007)-  37 06 49.16198(N)    113 33 21.79312(W) AD(2002.00) A
 HO0356  ELLIP H (02/17/09)  841.311  (m)                       GP(2007.00) 4 1
 HO0356  NAD 83(2007)-  37 06 49.16128(N)    113 33 21.79378(W) AD(2002.00) 0
 HO0356  ELLIP H (02/10/07)  841.334  (m)                       GP(2002.00)    
 HO0356  ELLIP H (11/14/01)  841.343  (m)                       GP(       ) 4 2
 HO0356  NAD 83(1994)-  37 06 49.16064(N)    113 33 21.79169(W) AD(       ) B
 HO0356  ELLIP H (04/21/95)  841.434  (m)                       GP(       ) 4 1
 HO0356  NAVD 88             865.79   (m)         2840.5    (f) LEVELING    3  
 HO0356
 HO0356.Superseded values are not recommended for survey control.
 HO0356
 HO0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0356.See file dsdata.pdf to determine how the superseded data were derived.
 HO0356
 HO0356_MARKER: F = FLANGE-ENCASED ROD
 HO0356_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HO0356_STAMPING: X 364 1982
 HO0356_MARK LOGO: NGS
 HO0356_PROJECTION: FLUSH
 HO0356_MAGNETIC: I = MARKER IS A STEEL ROD
 HO0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0356+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2013
 HO0356_ROD/PIPE-DEPTH: 3.3 meters
 HO0356
 HO0356  HISTORY     - Date     Condition        Report By
 HO0356  HISTORY     - 1982     MONUMENTED       NGS
 HO0356  HISTORY     - 19931119 GOOD             NGS
 HO0356  HISTORY     - 20050823 GOOD             INDIV
 HO0356  HISTORY     - 20080910 GOOD             GEOANA
 HO0356  HISTORY     - 20100206 GOOD             PB
 HO0356  HISTORY     - 20130412 GOOD             SUNENG
 HO0356
 HO0356                          STATION DESCRIPTION
 HO0356
 HO0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0356'2.4 KM (1.5 MI) EAST FROM ST GEORGE.
 HO0356'1.7 KM (1.05 MI) EAST ALONG ST GEORGE BOULEVARD FROM THE OLD COURT
 HO0356'HOUSE WHICH IS NOW A HISTORICAL MONUMENT LOCATED ON THE NORTHWEST
 HO0356'CORNER OF ST GEORGE BOULEVARD AND 100 EAST STREET IN ST GEORGE, THENCE
 HO0356'0.1 KM (0.05 MI) NORTH ALONG 1100 EAST STREET, THENCE 0.65 KM (0.4 MI)
 HO0356'NORTHEAST ALONG HIGHLAND DRIVE, ON A SMALL HILL 0.4 METER (1.5 FT)
 HO0356'NORTHWEST OF A CHAIN LINK RIGHT OF WAY FENCE BETWEEN HIGHLAND DRIVE
 HO0356'AND INTERSTATE 15, 1.2 KM (0.75 MI) SOUTHWEST OF THE JUNCTION OF 1700
 HO0356'EAST STREET, 18.6 METERS (61 FT) SOUTHEAST OF THE CENTER OF HIGHLAND
 HO0356'DRIVE, 12.0 METERS (39.5 FT) NORTHEAST OF THE EXTENDED CENTER OF THE
 HO0356'STREET, 10.8 METERS (35.5 FT) NORTHEAST OF A STATE RIGHT OF WAY BENCH
 HO0356'MARK 35+00 ATTACHED TO A 2 INCH PIPE.
 HO0356'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 HO0356'THE MARK IS 0.2 M ABOVE HIGHLAND DRIVE.
 HO0356
 HO0356                          STATION RECOVERY (1993)
 HO0356
 HO0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 HO0356'STATION IS LOCATED ON THE NORTH SIDE OF ST GEORGE, ALONG THE WEST
 HO0356'FRONTAGE ROAD OF INTERSTATE HIGHWAY 15, ALONG THE FENCE SEPARATING THE
 HO0356'ROAD FROM THE HIGHWAY, ACROSS THE ROAD FROM A MITSUBISHI CAR
 HO0356'DEALERSHIP, IN THE SOUTHEAST 1/4 OF SECTION 20, T 42 S, R 15 W.
 HO0356'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE
 HO0356'OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 15 AND STATE HIGHWAY 34
 HO0356'(ST GEORGE BOULEVARD, EXIT 8) ON THE NORTH SIDE OF ST GEORGE, GO WEST
 HO0356'ON HIGHWAY 34 FOR 0.35 KM (0.20 MI) TO A CROSS STREET.  TURN RIGHT,
 HO0356'NORTH, ON 1000 EAST FOR 0.08 KM (0.05 MI) TO A ROAD RIGHT.  TURN
 HO0356'RIGHT, EAST, THEN NORTHERLY, ON HIGHLAND DRIVE FOR 0.66 KM (0.40 MI)
 HO0356'TO A PAVED ROAD LEFT (350 NORTH) AND THE STATION ON THE RIGHT. STATION
 HO0356'MARK IS THE TOP CENTER OF A STEEL ROD ENCASED IN A PVC PIPE WITH LOGO
 HO0356'CAP SET IN A CONCRETE POST FLUSH WITH THE GROUND.  IT IS 18.5 M (60.7
 HO0356'FT) SOUTH OF, AND LEVEL WITH THE ROAD CENTER, 0.3 M (1.0 FT) NORTHWEST
 HO0356'OF THE FENCE, 0.5 M (1.6 FT) NORTH OF A FIBERGLASS WITNESS POST, 13.5
 HO0356'M (44.3 FT) NORTHEAST OF THE EXTENDED CENTER OF 350 NORTH, AND 33.4 M
 HO0356'(109.6 FT) EAST OF A UTILITY GUY POLE. DESCRIBED BY G.R.HEID
 HO0356
 HO0356                          STATION RECOVERY (2005)
 HO0356
 HO0356'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JRF)
 HO0356'RECOVERED AS DESCRIBED
 HO0356
 HO0356                          STATION RECOVERY (2008)
 HO0356
 HO0356'RECOVERY NOTE BY GEODETIC ANALYSIS LLC 2008 (MLD)
 HO0356'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION BY MARRI LUNDQUIST
 HO0356'(MOHAVE COUNTY) FOLLOWS.
 HO0356'
 HO0356'TO REACH FROM THE INTERSECTION OF INTERSTATE 15 AND SAINT GEORGE
 HO0356'BOULEVARD (EXIT 8), TURN RIGHT ON TO 1000 EAST, THEN RIGHT ON HIGHLAND
 HO0356'DRIVE, THEN RIGHT ON TO RED HILLS PARKWAY.  GO 0.3 MI (0.5 KM) NORTH
 HO0356'ON RED HILLS PARKWAY TO STATION ON THE RIGHT.  THE STATION IS LOCATED
 HO0356'0.1 MI (0.2 KM) FROM THE INTERSECTION OF HIGHLAND DRIVE AND RED HILLS
 HO0356'PARKWAY ALONG A CHAIN LINK FENCE AND DIRECTLY ACROSS FROM 350 NORTH
 HO0356'STREET (CURRENTLY A POWER SPORTS HONDA-SUZUKI-POLARIS-YAMAHA DEALER).
 HO0356'
 HO0356'NOTE--A DIMPLE WAS DRILLED INTO THE TOP OF THE ROD TO ACCEPT THE TIP
 HO0356'OF A FIXED HEIGHT POLE.
 HO0356
 HO0356                          STATION RECOVERY (2010)
 HO0356
 HO0356'RECOVERY NOTE BY PBS&J 2010 (KDZ)
 HO0356'RECOVERED AS DESCRIBED.
 HO0356
 HO0356                          STATION RECOVERY (2013)
 HO0356
 HO0356'RECOVERY NOTE BY SUNRISE ENGINEERING 2013 (AB)
 HO0356'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0380 ***********************************************************************
 HO0380  DESIGNATION -  X 365
 HO0380  PID         -  HO0380
 HO0380  STATE/COUNTY-  UT/WASHINGTON
 HO0380  COUNTRY     -  US
 HO0380  USGS QUAD   -  CASTLE CLIFF (2017)
 HO0380
 HO0380                         *CURRENT SURVEY CONTROL
 HO0380  ______________________________________________________________________
 HO0380* NAD 83(1986) POSITION- 37 04 12.82   (N) 113 52 45.18   (W)   HD_HELD1
 HO0380* NAVD 88 ORTHO HEIGHT -  1171.633 (meters)     3843.93  (feet) ADJUSTED
 HO0380  ______________________________________________________________________
 HO0380  GEOID HEIGHT    -        -24.817 (meters)                     GEOID18
 HO0380  DYNAMIC HEIGHT  -       1170.403 (meters)     3839.90  (feet) COMP
 HO0380  MODELED GRAVITY -    979,541.1   (mgal)                       NAVD 88
 HO0380
 HO0380  VERT ORDER      -  FIRST     CLASS II
 HO0380
 HO0380.The horizontal coordinates were determined by differentially corrected
 HO0380.hand held GPS observations or other comparable positioning techniques
 HO0380.and have an estimated accuracy of +/- 3 meters.
 HO0380
 HO0380.The orthometric height was determined by differential leveling and
 HO0380.adjusted by the NATIONAL GEODETIC SURVEY
 HO0380.in June 1991.
 HO0380
 HO0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0380.GEOID18 height accuracy estimate available here.
 HO0380
 HO0380.Click photographs - Photos may exist for this station.
 HO0380
 HO0380.The dynamic height is computed by dividing the NAVD 88
 HO0380.geopotential number by the normal gravity value computed on the
 HO0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0380.degrees latitude (g = 980.6199 gals.).
 HO0380
 HO0380.The modeled gravity was interpolated from observed gravity values.
 HO0380
 HO0380;                    North         East    Units  Estimated Accuracy
 HO0380;SPC UT S     - 3,047,480.3     288,433.7     MT  (+/- 3 meters HH1 GPS) 
 HO0380
 HO0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG4402406541(NAD 83)
 HO0380
 HO0380                          SUPERSEDED SURVEY CONTROL
 HO0380
 HO0380.No superseded survey control is available for this station.
 HO0380
 HO0380_MARKER: DV = VERTICAL CONTROL DISK
 HO0380_SETTING: 66 = SET IN ROCK OUTCROP
 HO0380_STAMPING: X 365 1982
 HO0380_MARK LOGO: NGS
 HO0380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0380+STABILITY: POSITION/ELEVATION WELL
 HO0380
 HO0380  HISTORY     - Date     Condition        Report By
 HO0380  HISTORY     - 1982     MONUMENTED       NGS
 HO0380
 HO0380                          STATION DESCRIPTION
 HO0380
 HO0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0380'30.2 KM (18.9 MI) WEST FROM SANTA CLARA.
 HO0380'30.25 KM (18.9 MI) WEST ALONG OLD US HIGHWAY 91 FROM THE CHURCH OF
 HO0380'LATTER DAY SAINTS IN SANTA CLARA, IN TOP OF THE NORTHEAST END OF A 3
 HO0380'BY 5 FOOT RECTANGULAR SHAPED GRANITE OUTCROP, PROJECTING 2 FEET AT THE
 HO0380'BASE OF A LOW GRANITE CLIFF, 1.05 KM (0.65 MI) NORTH OF THE SOUTH END
 HO0380'OF CASTLE CLIFF, 0.65 KM (0.4 MI) NORTHEAST OF MILEPOST 5, 30.8 METERS
 HO0380'(101 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 28.9 METERS (95 FT)
 HO0380'NORTHWEST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL FOR
 HO0380'A 4 BY 8 FOOT BOX CULVERT, 25.9 METERS (85 FT) SOUTHWEST OF THE CENTER
 HO0380'OF A RAVINE IN THE CLIFFS, 11.7 METERS (38.5 FT) NORTHWEST OF THE
 HO0380'RIGHT OF WAY FENCE, 0.7 METER (2.5 FT) SOUTHEAST OF THE NORTHWEST EDGE
 HO0380'OF THE OUTCROP.
 HO0380'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 HO0380'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0419 ***********************************************************************
 HO0419  DESIGNATION -  X 366
 HO0419  PID         -  HO0419
 HO0419  STATE/COUNTY-  UT/WASHINGTON
 HO0419  COUNTRY     -  US
 HO0419  USGS QUAD   -  SPRINGDALE EAST (2017)
 HO0419
 HO0419                         *CURRENT SURVEY CONTROL
 HO0419  ______________________________________________________________________
 HO0419* NAD 83(1986) POSITION- 37 12 44.     (N) 112 57 38.     (W)   SCALED
 HO0419* NAVD 88 ORTHO HEIGHT -  1437.666 (meters)     4716.74  (feet) ADJUSTED
 HO0419  ______________________________________________________________________
 HO0419  GEOID HEIGHT    -        -22.352 (meters)                     GEOID18
 HO0419  DYNAMIC HEIGHT  -       1436.064 (meters)     4711.49  (feet) COMP
 HO0419  MODELED GRAVITY -    979,466.7   (mgal)                       NAVD 88
 HO0419
 HO0419  VERT ORDER      -  FIRST     CLASS II
 HO0419
 HO0419.The horizontal coordinates were scaled from a map and have
 HO0419.an estimated accuracy of +/- 6 seconds.
 HO0419
 HO0419.The orthometric height was determined by differential leveling and
 HO0419.adjusted by the NATIONAL GEODETIC SURVEY
 HO0419.in June 1991.
 HO0419
 HO0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0419.GEOID18 height accuracy estimate available here.
 HO0419
 HO0419.Click photographs - Photos may exist for this station.
 HO0419
 HO0419.The dynamic height is computed by dividing the NAVD 88
 HO0419.geopotential number by the normal gravity value computed on the
 HO0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0419.degrees latitude (g = 980.6199 gals.).
 HO0419
 HO0419.The modeled gravity was interpolated from observed gravity values.
 HO0419
 HO0419;                    North         East    Units  Estimated Accuracy
 HO0419;SPC UT S     - 3,061,560.      370,360.      MT  (+/- 180 meters Scaled)
 HO0419
 HO0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG260202(NAD 83)
 HO0419
 HO0419                          SUPERSEDED SURVEY CONTROL
 HO0419
 HO0419.No superseded survey control is available for this station.
 HO0419
 HO0419_MARKER: DV = VERTICAL CONTROL DISK
 HO0419_SETTING: 80 = SET IN A BOULDER
 HO0419_STAMPING: X 366 1982
 HO0419_MARK LOGO: NGS
 HO0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0419+STABILITY: SURFACE MOTION
 HO0419
 HO0419  HISTORY     - Date     Condition        Report By
 HO0419  HISTORY     - 1982     MONUMENTED       NGS
 HO0419
 HO0419                          STATION DESCRIPTION
 HO0419
 HO0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0419'8.9 KM (5.5 MI) EAST FROM SPRINGDALE.
 HO0419'8.9 KM (5.55 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF LATTER
 HO0419'DAY SAINTS IN SPRINGDALE, IN TOP OF THE BOTTOM EDGE OF A 10- BY
 HO0419'16-FOOT SANDSTONE BOULDER PROJECTING 6 FEET ABOVE THE GROUND AT A
 HO0419'RAVINE, 0.85 KM (0.55 MI) WEST OF THE WEST END OF THE 1.1 MILE TUNNEL,
 HO0419'15.5 METERS (51 FT) SOUTH OF THE HIGHWAY CENTERLINE, 10.3 METERS
 HO0419'(34 FT) SOUTH OF THE SOUTH END OF A 30-INCH CORRUGATED METAL PIPE
 HO0419'CULVERT.
 HO0419'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0443 ***********************************************************************
 HO0443  DESIGNATION -  X 367
 HO0443  PID         -  HO0443
 HO0443  STATE/COUNTY-  UT/KANE
 HO0443  COUNTRY     -  US
 HO0443  USGS QUAD   -  WHITE TOWER (2017)
 HO0443
 HO0443                         *CURRENT SURVEY CONTROL
 HO0443  ______________________________________________________________________
 HO0443* NAD 83(1986) POSITION- 37 10 24.5    (N) 112 37 09.5    (W)   HD_HELD2
 HO0443* NAVD 88 ORTHO HEIGHT -  1868.250 (meters)     6129.42  (feet) ADJUSTED
 HO0443  ______________________________________________________________________
 HO0443  GEOID HEIGHT    -        -21.825 (meters)                     GEOID18
 HO0443  DYNAMIC HEIGHT  -       1866.004 (meters)     6122.05  (feet) COMP
 HO0443  MODELED GRAVITY -    979,361.7   (mgal)                       NAVD 88
 HO0443
 HO0443  VERT ORDER      -  FIRST     CLASS II
 HO0443
 HO0443.The horizontal coordinates were established by autonomous hand held GPS
 HO0443.observations and have an estimated accuracy of +/- 10 meters.
 HO0443
 HO0443.The orthometric height was determined by differential leveling and
 HO0443.adjusted by the NATIONAL GEODETIC SURVEY
 HO0443.in June 1991.
 HO0443
 HO0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0443.GEOID18 height accuracy estimate available here.
 HO0443
 HO0443.Click photographs - Photos may exist for this station.
 HO0443
 HO0443.The dynamic height is computed by dividing the NAVD 88
 HO0443.geopotential number by the normal gravity value computed on the
 HO0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0443.degrees latitude (g = 980.6199 gals.).
 HO0443
 HO0443.The modeled gravity was interpolated from observed gravity values.
 HO0443
 HO0443;                    North         East    Units  Estimated Accuracy
 HO0443;SPC UT S     - 3,056,842.      400,597.      MT  (+/- 10 meters HH2 GPS)
 HO0443
 HO0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG5624315344(NAD 83)
 HO0443
 HO0443                          SUPERSEDED SURVEY CONTROL
 HO0443
 HO0443.No superseded survey control is available for this station.
 HO0443
 HO0443_MARKER: DV = VERTICAL CONTROL DISK
 HO0443_SETTING: 66 = SET IN ROCK OUTCROP
 HO0443_STAMPING: X 367 1983
 HO0443_MARK LOGO: NGS
 HO0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0443+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2012
 HO0443
 HO0443  HISTORY     - Date     Condition        Report By
 HO0443  HISTORY     - 1983     MONUMENTED       NGS
 HO0443  HISTORY     - 20120612 GOOD             GEOCAC
 HO0443
 HO0443                          STATION DESCRIPTION
 HO0443
 HO0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0443'17.6 KM (11.0 MI) NORTH FROM KANAB.
 HO0443'17.65 KM (11.05 MI) NORTH ALONG US HIGHWAY 89 FROM THE CHURCH OF
 HO0443'LATTER DAY SAINTS IN KANAB, IN TOP OF AND 3.5 METERS (11.5 FT)
 HO0443'SOUTHEAST OF THE NORTHWEST AND BOTTOM EDGE OF A 4- BY 17-FOOT SLOPING
 HO0443'SANDSTONE SHELF AT THE CENTER OF A BEDROCK CUT, 9.55 KM (5.95 MI)
 HO0443'SOUTHEAST OF MT CARMEL JUNCTION, 0.3 KM (0.2 MI) SOUTHEAST OF MILEPOST
 HO0443'76, 16.3 METERS (53.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 HO0443'62.4 METERS (204.5 FT) NORTHWEST OF THE SOUTHEAST END OF THE CUT.
 HO0443'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 HO0443'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 HO0443
 HO0443                          STATION RECOVERY (2012)
 HO0443
 HO0443'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0443'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0394 ***********************************************************************
 JO0394  DESIGNATION -  X 368
 JO0394  PID         -  JO0394
 JO0394  STATE/COUNTY-  UT/BEAVER
 JO0394  COUNTRY     -  US
 JO0394  USGS QUAD   -  MINERSVILLE (2017)
 JO0394
 JO0394                         *CURRENT SURVEY CONTROL
 JO0394  ______________________________________________________________________
 JO0394* NAD 83(1986) POSITION- 38 13 46.95   (N) 112 55 52.33   (W)   HD_HELD1
 JO0394* NAVD 88 ORTHO HEIGHT -  1612.704 (meters)     5291.01  (feet) ADJUSTED
 JO0394  ______________________________________________________________________
 JO0394  GEOID HEIGHT    -        -20.845 (meters)                     GEOID18
 JO0394  DYNAMIC HEIGHT  -       1610.976 (meters)     5285.34  (feet) COMP
 JO0394  MODELED GRAVITY -    979,500.7   (mgal)                       NAVD 88
 JO0394
 JO0394  VERT ORDER      -  FIRST     CLASS II
 JO0394
 JO0394.The horizontal coordinates were determined by differentially corrected
 JO0394.hand held GPS observations or other comparable positioning techniques
 JO0394.and have an estimated accuracy of +/- 3 meters.
 JO0394
 JO0394.The orthometric height was determined by differential leveling and
 JO0394.adjusted by the NATIONAL GEODETIC SURVEY
 JO0394.in June 1991.
 JO0394
 JO0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0394.GEOID18 height accuracy estimate available here.
 JO0394
 JO0394.Click photographs - Photos may exist for this station.
 JO0394
 JO0394.The dynamic height is computed by dividing the NAVD 88
 JO0394.geopotential number by the normal gravity value computed on the
 JO0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0394.degrees latitude (g = 980.6199 gals.).
 JO0394
 JO0394.The modeled gravity was interpolated from observed gravity values.
 JO0394
 JO0394;                    North         East    Units  Estimated Accuracy
 JO0394;SPC UT S     - 3,174,434.6     374,694.3     MT  (+/- 3 meters HH1 GPS) 
 JO0394
 JO0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH3096833065(NAD 83)
 JO0394
 JO0394                          SUPERSEDED SURVEY CONTROL
 JO0394
 JO0394.No superseded survey control is available for this station.
 JO0394
 JO0394_MARKER: I = METAL ROD
 JO0394_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0394_STAMPING: X 368 1984
 JO0394_MARK LOGO: NGS
 JO0394_PROJECTION: FLUSH
 JO0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0394_ROD/PIPE-DEPTH: 12.2 meters
 JO0394
 JO0394  HISTORY     - Date     Condition        Report By
 JO0394  HISTORY     - 1984     MONUMENTED       NGS
 JO0394
 JO0394                          STATION DESCRIPTION
 JO0394
 JO0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0394'1.8 KM (1.1 MI) NW FROM MINERSVILLE.
 JO0394'0.51 KM (0.31 MI) NORTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 JO0394'AT MINERSVILLE, THENCE 1.26 KM (0.78 MI) NORTHWEST ALONG STATE HIGHWAY
 JO0394'21, 0.75 KM (0.47 MI) SOUTHEAST OF MILEPOST 89, 30.2 METERS (99 FT)
 JO0394'NORTHEAST OF THE HIGHWAY CENTERLINE, 16.9 METERS (55.5 FT) NORTH OF
 JO0394'POWER POLE 172 AND 0.6 METER (2 FT) SOUTHWEST OF THE RIGHT OF WAY
 JO0394'FENCE.
 JO0394'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 JO0394'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0510 ***********************************************************************
 HO0510  DESIGNATION -  X 369
 HO0510  PID         -  HO0510
 HO0510  STATE/COUNTY-  UT/WASHINGTON
 HO0510  COUNTRY     -  US
 HO0510  USGS QUAD   -  HURRICANE (2017)
 HO0510
 HO0510                         *CURRENT SURVEY CONTROL
 HO0510  ______________________________________________________________________
 HO0510* NAD 83(1986) POSITION- 37 14 13.14   (N) 113 16 51.78   (W)   HD_HELD1
 HO0510* NAVD 88 ORTHO HEIGHT -  1009.445 (meters)     3311.82  (feet) ADJUSTED
 HO0510  ______________________________________________________________________
 HO0510  GEOID HEIGHT    -        -23.446 (meters)                     GEOID18
 HO0510  DYNAMIC HEIGHT  -       1008.380 (meters)     3308.33  (feet) COMP
 HO0510  MODELED GRAVITY -    979,542.3   (mgal)                       NAVD 88
 HO0510  OBS GRAVITY     -    979,542.2   (mgal)                       GRAV_OBS
 HO0510
 HO0510  VERT ORDER      -  FIRST     CLASS II
 HO0510
 HO0510.The horizontal coordinates were determined by differentially corrected
 HO0510.hand held GPS observations or other comparable positioning techniques
 HO0510.and have an estimated accuracy of +/- 3 meters.
 HO0510
 HO0510.The orthometric height was determined by differential leveling and
 HO0510.adjusted by the NATIONAL GEODETIC SURVEY
 HO0510.in June 1991.
 HO0510
 HO0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0510.GEOID18 height accuracy estimate available here.
 HO0510
 HO0510.Click photographs - Photos may exist for this station.
 HO0510
 HO0510.The dynamic height is computed by dividing the NAVD 88
 HO0510.geopotential number by the normal gravity value computed on the
 HO0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0510.degrees latitude (g = 980.6199 gals.).
 HO0510
 HO0510.The modeled gravity was interpolated from observed gravity values.
 HO0510
 HO0510.The observed gravity was obtained from relative gravimeter ties
 HO0510.to the IGSN71 gravity network.
 HO0510
 HO0510;                    North         East    Units  Estimated Accuracy
 HO0510;SPC UT S     - 3,064,800.6     341,969.2     MT  (+/- 3 meters HH1 GPS) 
 HO0510
 HO0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG9765823600(NAD 83)
 HO0510
 HO0510                          SUPERSEDED SURVEY CONTROL
 HO0510
 HO0510.No superseded survey control is available for this station.
 HO0510
 HO0510_MARKER: I = METAL ROD
 HO0510_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0510_STAMPING: X 369 1984
 HO0510_MARK LOGO: NGS
 HO0510_PROJECTION: FLUSH
 HO0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0510+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2008
 HO0510_ROD/PIPE-DEPTH: 5.8 meters
 HO0510
 HO0510  HISTORY     - Date     Condition        Report By
 HO0510  HISTORY     - 1984     MONUMENTED       NGS
 HO0510  HISTORY     - 20080113 GOOD             INDIV
 HO0510
 HO0510                          STATION DESCRIPTION
 HO0510
 HO0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0510'1.5 KM (0.9 MI) SOUTH FROM TOQUERVILLE.
 HO0510'1.53 KM (0.94 MI) SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 HO0510'TOQUERVILLE, IN THE NORTHWEST CORNER OF THE T JUNCTION OF A DIRT
 HO0510'DRIVEWAY LEADING WEST TO A ONE STORY HOUSE, ALSO 3.24 KM (2.01 MI)
 HO0510'NORTH OF LAVERKIN, 9.2 METERS (30 FT) WEST OF THE HIGHWAY CENTERLINE,
 HO0510'24.6 METERS (81 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 HO0510'18.4 METERS (60 FT) WEST-NORTHWEST ACROSS THE HIGHWAY FROM MILEPOST 2,
 HO0510'13.2 METERS (42 FT) NORTH OF THE CENTER OF THE DRIVEWAY, 1.4 METERS
 HO0510'(4.5 FT) EAST OF THE EAST EDGE OF A CONCRETE IRRIGATION CANAL AND
 HO0510'0.9 METER (3 FT) EAST OF A FENCE.
 HO0510'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 HO0510'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HO0510
 HO0510                          STATION RECOVERY (2008)
 HO0510
 HO0510'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (RCW)
 HO0510'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0574 ***********************************************************************
 MR0574  DESIGNATION -  X 370
 MR0574  PID         -  MR0574
 MR0574  STATE/COUNTY-  UT/SUMMIT
 MR0574  COUNTRY     -  US
 MR0574  USGS QUAD   -  HEINERS CREEK (2017)
 MR0574
 MR0574                         *CURRENT SURVEY CONTROL
 MR0574  ______________________________________________________________________
 MR0574* NAD 83(1986) POSITION- 41 04 29.     (N) 111 15 21.     (W)   SCALED
 MR0574* NAVD 88 ORTHO HEIGHT -  1846.042 (meters)     6056.56  (feet) ADJUSTED
 MR0574  ______________________________________________________________________
 MR0574  GEOID HEIGHT    -        -15.603 (meters)                     GEOID18
 MR0574  DYNAMIC HEIGHT  -       1844.364 (meters)     6051.05  (feet) COMP
 MR0574  MODELED GRAVITY -    979,650.2   (mgal)                       NAVD 88
 MR0574
 MR0574  VERT ORDER      -  FIRST     CLASS II
 MR0574
 MR0574.The horizontal coordinates were scaled from a map and have
 MR0574.an estimated accuracy of +/- 6 seconds.
 MR0574
 MR0574.The orthometric height was determined by differential leveling and
 MR0574.adjusted by the NATIONAL GEODETIC SURVEY
 MR0574.in June 1991.
 MR0574
 MR0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0574.GEOID18 height accuracy estimate available here.
 MR0574
 MR0574.Click photographs - Photos may exist for this station.
 MR0574
 MR0574.The dynamic height is computed by dividing the NAVD 88
 MR0574.geopotential number by the normal gravity value computed on the
 MR0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0574.degrees latitude (g = 980.6199 gals.).
 MR0574
 MR0574.The modeled gravity was interpolated from observed gravity values.
 MR0574
 MR0574;                    North         East    Units  Estimated Accuracy
 MR0574;SPC UT N     - 1,082,360.      520,520.      MT  (+/- 180 meters Scaled)
 MR0574
 MR0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL785470(NAD 83)
 MR0574
 MR0574                          SUPERSEDED SURVEY CONTROL
 MR0574
 MR0574  NGVD 29 (06/08/92) 1844.793  (m)         6052.46   (f) ADJUSTED    1 2
 MR0574
 MR0574.Superseded values are not recommended for survey control.
 MR0574
 MR0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0574.See file dsdata.pdf to determine how the superseded data were derived.
 MR0574
 MR0574_MARKER: I = METAL ROD
 MR0574_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0574_STAMPING: X 370 1983
 MR0574_MARK LOGO: NGS
 MR0574_PROJECTION: FLUSH
 MR0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0574_ROD/PIPE-DEPTH: 16.5 meters
 MR0574
 MR0574  HISTORY     - Date     Condition        Report By
 MR0574  HISTORY     - 1983     MONUMENTED       NGS
 MR0574
 MR0574                          STATION DESCRIPTION
 MR0574
 MR0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0574'19.8 KM (12.3 MI) NE FROM ECHO.
 MR0574'19.8 KM (12.3 MI) NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0574'THE STATION IN ECHO, 0.8 KM (0.5 MI) NORTHEAST OF INTERSTATE HIGHWAY
 MR0574'80 MILEPOST 180, 56.4 METERS (185.0 FT) SOUTH OF THE NEAR RAIL, AND
 MR0574'22.7 METERS (74.5 FT) NORTHWEST OF THE CENTERLINE OF THE WEST BOUND
 MR0574'LANES OF INTERSTATE HIGHWAY 80.  NOTE=ACCESS TO THE DATUM POINT IS
 MR0574'THROUGH A 5-INCH LOGO CAP.
 MR0574'THE MARK IS 0.3 METERS  SE FROM  WITNESS POST AND FENCE
 MR0574'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0513 ***********************************************************************
 MR0513  DESIGNATION -  X 371
 MR0513  PID         -  MR0513
 MR0513  STATE/COUNTY-  UT/WEBER
 MR0513  COUNTRY     -  US
 MR0513  USGS QUAD   -  OGDEN (2017)
 MR0513
 MR0513                         *CURRENT SURVEY CONTROL
 MR0513  ______________________________________________________________________
 MR0513* NAD 83(1986) POSITION- 41 10 44.     (N) 111 59 52.     (W)   SCALED
 MR0513* NAVD 88 ORTHO HEIGHT -  1329.658 (meters)     4362.39  (feet) ADJUSTED
 MR0513  ______________________________________________________________________
 MR0513  GEOID HEIGHT    -        -16.836 (meters)                     GEOID18
 MR0513  DYNAMIC HEIGHT  -       1328.633 (meters)     4359.02  (feet) COMP
 MR0513  MODELED GRAVITY -    979,807.7   (mgal)                       NAVD 88
 MR0513
 MR0513  VERT ORDER      -  FIRST     CLASS II
 MR0513
 MR0513.The horizontal coordinates were scaled from a map and have
 MR0513.an estimated accuracy of +/- 6 seconds.
 MR0513
 MR0513.The orthometric height was determined by differential leveling and
 MR0513.adjusted by the NATIONAL GEODETIC SURVEY
 MR0513.in June 1991.
 MR0513
 MR0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0513.GEOID18 height accuracy estimate available here.
 MR0513
 MR0513.Click photographs - Photos may exist for this station.
 MR0513
 MR0513.The dynamic height is computed by dividing the NAVD 88
 MR0513.geopotential number by the normal gravity value computed on the
 MR0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0513.degrees latitude (g = 980.6199 gals.).
 MR0513
 MR0513.The modeled gravity was interpolated from observed gravity values.
 MR0513
 MR0513;                    North         East    Units  Estimated Accuracy
 MR0513;SPC UT N     - 1,094,020.      458,240.      MT  (+/- 180 meters Scaled)
 MR0513
 MR0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL163590(NAD 83)
 MR0513
 MR0513                          SUPERSEDED SURVEY CONTROL
 MR0513
 MR0513.No superseded survey control is available for this station.
 MR0513
 MR0513_MARKER: I = METAL ROD
 MR0513_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0513_STAMPING: X 371 1983
 MR0513_MARK LOGO: NGS
 MR0513_PROJECTION: FLUSH
 MR0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0513_ROD/PIPE-DEPTH: 5.5 meters
 MR0513
 MR0513  HISTORY     - Date     Condition        Report By
 MR0513  HISTORY     - 1983     MONUMENTED       NGS
 MR0513  HISTORY     - 20050605 MARK NOT FOUND   USPSQD
 MR0513
 MR0513                          STATION DESCRIPTION
 MR0513
 MR0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0513'5.2 KM (3.2 MI) SOUTH FROM OGDEN.
 MR0513'4.6 KM (2.85 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0513'STATION IN OGDEN, THENCE 0.6 KM (0.35 MI) SOUTHWESTERLY ALONG STATE
 MR0513'HIGHWAY 26, 12.4 METERS (40.7 FT) SOUTHEAST OF THE CENTERLINE OF THE
 MR0513'NORTHEASTBOUND LANES OF THE HIGHWAY, 1.3 METERS (4.3 FT) SOUTHEAST OF
 MR0513'A UTILITY POLE, AND 0.5 METER (1.6 FT) NORTH-NORTHEAST OF A UTILITY
 MR0513'POLE WITH A GUY WIRE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 MR0513'5-INCH LOGO CAP.
 MR0513'THE MARK IS 0.2 METERS  NW FROM A WITNESS POST.
 MR0513'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 MR0513
 MR0513                          STATION RECOVERY (2005)
 MR0513
 MR0513'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 MR0513'MARK NOT FOUND.  NEW PARKING LOT FOR NEW CAR LOT HAS BEEN BUILT IN
 MR0513'THIS POSITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0362 ***********************************************************************
 HM0362  DESIGNATION -  X 372
 HM0362  PID         -  HM0362
 HM0362  STATE/COUNTY-  UT/SAN JUAN
 HM0362  COUNTRY     -  US
 HM0362  USGS QUAD   -  BLUFF SW (2017)
 HM0362
 HM0362                         *CURRENT SURVEY CONTROL
 HM0362  ______________________________________________________________________
 HM0362* NAD 83(1986) POSITION- 37 15 50.4    (N) 109 39 11.5    (W)   HD_HELD2
 HM0362* NAVD 88 ORTHO HEIGHT -  1354.943 (meters)     4445.34  (feet) ADJUSTED
 HM0362  ______________________________________________________________________
 HM0362  GEOID HEIGHT    -        -20.829 (meters)                     GEOID18
 HM0362  DYNAMIC HEIGHT  -       1353.444 (meters)     4440.42  (feet) COMP
 HM0362  MODELED GRAVITY -    979,477.6   (mgal)                       NAVD 88
 HM0362
 HM0362  VERT ORDER      -  FIRST     CLASS II
 HM0362
 HM0362.The horizontal coordinates were established by autonomous hand held GPS
 HM0362.observations and have an estimated accuracy of +/- 10 meters.
 HM0362
 HM0362.The orthometric height was determined by differential leveling and
 HM0362.adjusted by the NATIONAL GEODETIC SURVEY
 HM0362.in June 1991.
 HM0362
 HM0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0362.GEOID18 height accuracy estimate available here.
 HM0362
 HM0362.Click photographs - Photos may exist for this station.
 HM0362
 HM0362.The dynamic height is computed by dividing the NAVD 88
 HM0362.geopotential number by the normal gravity value computed on the
 HM0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0362.degrees latitude (g = 980.6199 gals.).
 HM0362
 HM0362.The modeled gravity was interpolated from observed gravity values.
 HM0362
 HM0362;                    North         East    Units  Estimated Accuracy
 HM0362;SPC UT S     - 3,067,912.      663,805.      MT  (+/- 10 meters HH2 GPS)
 HM0362
 HM0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG1942025009(NAD 83)
 HM0362
 HM0362                          SUPERSEDED SURVEY CONTROL
 HM0362
 HM0362.No superseded survey control is available for this station.
 HM0362
 HM0362_MARKER: DV = VERTICAL CONTROL DISK
 HM0362_SETTING: 66 = SET IN ROCK OUTCROP
 HM0362_STAMPING: X 372 1983
 HM0362_MARK LOGO: NGS
 HM0362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0362+STABILITY: POSITION/ELEVATION WELL
 HM0362
 HM0362  HISTORY     - Date     Condition        Report By
 HM0362  HISTORY     - 1983     MONUMENTED       NGS
 HM0362
 HM0362                          STATION DESCRIPTION
 HM0362
 HM0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0362'8.7 KM (5.4 MI) SW FROM BLUFF.
 HM0362'8.7 KM (5.4 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0362'OFFICE IN BLUFF, 0.1 KM (0.05 MI) WEST OF MILEPOST 40, AT THE WEST
 HM0362'EDGE OF BUTLER WASH, IN AN EXPOSED AREA OF BEDROCK AT THE EAST END OF
 HM0362'A HIGHWAY CUT, 14.7 METERS (48.2 FT) NORTHWEST OF THE WEST END OF A
 HM0362'GUARD RAIL, 13.7 METERS (44.9 FT) NORTH OF THE CENTERLINE OF THE
 HM0362'HIGHWAY, 7.3 METERS (24.0 FT) NORTH OF THE CENTER OF THE NORTH END OF
 HM0362'A 24-INCH METAL CULVERT, AND 7.0 METERS (23.0 FT) WEST OF THE EAST END
 HM0362'OF THE CUT.
 HM0362'THE MARK IS 0.2 METERS  S FROM A WITNESS POST.
 HM0362'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0679 ***********************************************************************
 HN0679  DESIGNATION -  X 373
 HN0679  PID         -  HN0679
 HN0679  STATE/COUNTY-  UT/SAN JUAN
 HN0679  COUNTRY     -  US
 HN0679  USGS QUAD   -  MONUMENT PASS (2017)
 HN0679
 HN0679                         *CURRENT SURVEY CONTROL
 HN0679  ______________________________________________________________________
 HN0679* NAD 83(1986) POSITION- 37 05 02.     (N) 110 01 02.     (W)   SCALED
 HN0679* NAVD 88 ORTHO HEIGHT -  1568.740 (meters)     5146.77  (feet) ADJUSTED
 HN0679  ______________________________________________________________________
 HN0679  GEOID HEIGHT    -        -21.089 (meters)                     GEOID18
 HN0679  DYNAMIC HEIGHT  -       1566.921 (meters)     5140.81  (feet) COMP
 HN0679  MODELED GRAVITY -    979,416.8   (mgal)                       NAVD 88
 HN0679
 HN0679  VERT ORDER      -  FIRST     CLASS II
 HN0679
 HN0679.The horizontal coordinates were scaled from a map and have
 HN0679.an estimated accuracy of +/- 6 seconds.
 HN0679
 HN0679.The orthometric height was determined by differential leveling and
 HN0679.adjusted by the NATIONAL GEODETIC SURVEY
 HN0679.in June 1991.
 HN0679
 HN0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0679.GEOID18 height accuracy estimate available here.
 HN0679
 HN0679.Click photographs - Photos may exist for this station.
 HN0679
 HN0679.The dynamic height is computed by dividing the NAVD 88
 HN0679.geopotential number by the normal gravity value computed on the
 HN0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0679.degrees latitude (g = 980.6199 gals.).
 HN0679
 HN0679.The modeled gravity was interpolated from observed gravity values.
 HN0679
 HN0679;                    North         East    Units  Estimated Accuracy
 HN0679;SPC UT S     - 3,047,350.      631,840.      MT  (+/- 180 meters Scaled)
 HN0679
 HN0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG873046(NAD 83)
 HN0679
 HN0679                          SUPERSEDED SURVEY CONTROL
 HN0679
 HN0679.No superseded survey control is available for this station.
 HN0679
 HN0679_MARKER: DV = VERTICAL CONTROL DISK
 HN0679_SETTING: 66 = SET IN ROCK OUTCROP
 HN0679_STAMPING: X 373 1983
 HN0679_MARK LOGO: NGS
 HN0679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0679+STABILITY: POSITION/ELEVATION WELL
 HN0679
 HN0679  HISTORY     - Date     Condition        Report By
 HN0679  HISTORY     - 1983     MONUMENTED       NGS
 HN0679
 HN0679                          STATION DESCRIPTION
 HN0679
 HN0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HN0679'16.4 KM (10.2 MI) SW FROM MEXICAN HAT.
 HN0679'16.4 KM (10.2 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HN0679'OFFICE IN MEXICAN HAT, 0.8 KM (0.5 MI) SOUTHWEST OF COUNTY ROAD 6480,
 HN0679'0.3 KM (0.2 MI) NORTHEAST OF MILEPOST 11, IN THE CENTER OF A 2- BY
 HN0679'2-FOOT EXPOSED AREA OF BEDROCK NEAR THE CENTER OF A HIGHWAY CUT,
 HN0679'30.3 METERS (994. FT) NORTHEAST OF THE NORTHWEST END OF A 24-INCH
 HN0679'METAL PIPE CULVERT, 8.0 METERS (26.2 FT) NORTHWEST OF THE CENTERLINE
 HN0679'OF THE HIGHWAY, AND 7.0 METERS (23.0 FT) SOUTHWEST OF THE NORTHEAST
 HN0679'END OF THE CUT.
 HN0679'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 HN0679'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0465 ***********************************************************************
 HM0465  DESIGNATION -  X 374
 HM0465  PID         -  HM0465
 HM0465  STATE/COUNTY-  UT/SAN JUAN
 HM0465  COUNTRY     -  US
 HM0465  USGS QUAD   -  NAVAJO CANYON (2017)
 HM0465
 HM0465                         *CURRENT SURVEY CONTROL
 HM0465  ______________________________________________________________________
 HM0465* NAD 83(1986) POSITION- 37 21 14.     (N) 109 13 34.     (W)   SCALED
 HM0465* NAVD 88 ORTHO HEIGHT -  1452.412 (meters)     4765.12  (feet) ADJUSTED
 HM0465  ______________________________________________________________________
 HM0465  GEOID HEIGHT    -        -20.648 (meters)                     GEOID18
 HM0465  DYNAMIC HEIGHT  -       1450.773 (meters)     4759.74  (feet) COMP
 HM0465  MODELED GRAVITY -    979,452.0   (mgal)                       NAVD 88
 HM0465
 HM0465  VERT ORDER      -  FIRST     CLASS II
 HM0465
 HM0465.The horizontal coordinates were scaled from a map and have
 HM0465.an estimated accuracy of +/- 6 seconds.
 HM0465
 HM0465.The orthometric height was determined by differential leveling and
 HM0465.adjusted by the NATIONAL GEODETIC SURVEY
 HM0465.in June 1991.
 HM0465
 HM0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0465.GEOID18 height accuracy estimate available here.
 HM0465
 HM0465.Click photographs - Photos may exist for this station.
 HM0465
 HM0465.The dynamic height is computed by dividing the NAVD 88
 HM0465.geopotential number by the normal gravity value computed on the
 HM0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0465.degrees latitude (g = 980.6199 gals.).
 HM0465
 HM0465.The modeled gravity was interpolated from observed gravity values.
 HM0465
 HM0465;                    North         East    Units  Estimated Accuracy
 HM0465;SPC UT S     - 3,078,720.      701,440.      MT  (+/- 180 meters Scaled)
 HM0465
 HM0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG571356(NAD 83)
 HM0465
 HM0465                          SUPERSEDED SURVEY CONTROL
 HM0465
 HM0465.No superseded survey control is available for this station.
 HM0465
 HM0465_MARKER: DV = VERTICAL CONTROL DISK
 HM0465_SETTING: 66 = SET IN ROCK OUTCROP
 HM0465_STAMPING: X 374 1984
 HM0465_MARK LOGO: NGS
 HM0465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0465+STABILITY: POSITION/ELEVATION WELL
 HM0465
 HM0465  HISTORY     - Date     Condition        Report By
 HM0465  HISTORY     - 1984     MONUMENTED       NGS
 HM0465
 HM0465                          STATION DESCRIPTION
 HM0465
 HM0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0465'47.1 KM (29.25 MI) NE FROM BLUFF.
 HM0465'18.2 KM (11.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0465'OFFICE IN BLUFF, THENCE 13.5 KM (8.4 MI) EASTERLY ALONG STATE HIGHWAY
 HM0465'262, THENCE 10.8 KM (6.7 MI) SOUTHEASTERLY ALONG A PAVED ROAD, THENCE
 HM0465'4.6 KM (2.85 MI) SOUTH ALONG A GRAVELED ROAD, IN AN EXPOSED AREA OF
 HM0465'BEDROCK IN A SMALL ROAD CUT, 11.5 METERS (37.7 FT) NORTHEAST OF THE
 HM0465'CENTER OF THE ROAD, AND 1.5 METERS (4.9 FT) SOUTHEAST OF THE NORTHWEST
 HM0465'END OF THE CUT.
 HM0465'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 HM0465'THE MARK IS 1.0 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0502 ***********************************************************************
 LN0502  DESIGNATION -  X 374
 LN0502  PID         -  LN0502
 LN0502  STATE/COUNTY-  UT/UINTAH
 LN0502  COUNTRY     -  US
 LN0502  USGS QUAD   -  STEINAKER RESERVOIR (2017)
 LN0502
 LN0502                         *CURRENT SURVEY CONTROL
 LN0502  ______________________________________________________________________
 LN0502* NAD 83(1986) POSITION- 40 32 02.     (N) 109 31 20.     (W)   SCALED
 LN0502* NAVD 88 ORTHO HEIGHT -  1685.920 (meters)     5531.22  (feet) ADJUSTED
 LN0502  ______________________________________________________________________
 LN0502  GEOID HEIGHT    -        -16.014 (meters)                     GEOID18
 LN0502  DYNAMIC HEIGHT  -       1684.376 (meters)     5526.16  (feet) COMP
 LN0502  MODELED GRAVITY -    979,650.3   (mgal)                       NAVD 88
 LN0502
 LN0502  VERT ORDER      -  FIRST     CLASS II
 LN0502
 LN0502.The horizontal coordinates were scaled from a map and have
 LN0502.an estimated accuracy of +/- 6 seconds.
 LN0502
 LN0502.The orthometric height was determined by differential leveling and
 LN0502.adjusted by the NATIONAL GEODETIC SURVEY
 LN0502.in June 1991.
 LN0502
 LN0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0502.GEOID18 height accuracy estimate available here.
 LN0502
 LN0502.Click photographs - Photos may exist for this station.
 LN0502
 LN0502.The dynamic height is computed by dividing the NAVD 88
 LN0502.geopotential number by the normal gravity value computed on the
 LN0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0502.degrees latitude (g = 980.6199 gals.).
 LN0502
 LN0502.The modeled gravity was interpolated from observed gravity values.
 LN0502
 LN0502;                    North         East    Units  Estimated Accuracy
 LN0502;SPC UT C     - 2,246,160.      667,550.      MT  (+/- 180 meters Scaled)
 LN0502
 LN0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK251880(NAD 83)
 LN0502
 LN0502                          SUPERSEDED SURVEY CONTROL
 LN0502
 LN0502.No superseded survey control is available for this station.
 LN0502
 LN0502_MARKER: I = METAL ROD
 LN0502_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0502_STAMPING: X 374 1984
 LN0502_MARK LOGO: NGS
 LN0502_PROJECTION: FLUSH
 LN0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0502_ROD/PIPE-DEPTH: 17.1 meters
 LN0502
 LN0502  HISTORY     - Date     Condition        Report By
 LN0502  HISTORY     - 1984     MONUMENTED       NGS
 LN0502
 LN0502                          STATION DESCRIPTION
 LN0502
 LN0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0502'9.0 KM (5.6 MI) NORTH FROM VERNAL.
 LN0502'9.0 KM (5.6 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0502'WITH U.S. HIGHWAY 40 IN VERNAL, 43.0 M (141.1 FT) WEST OF THE
 LN0502'CENTERLINE OF THE HIGHWAY, 19.8 M (65.0 FT) WEST OF A CATTLE GUARD AND
 LN0502'FENCE, 10.1 M (33.1 FT) NORTH OF THE CENTERLINE OF A PAVED ROAD
 LN0502'LEADING TO STEINAKER LAKE STATE RECREATION AREA, AND 0.8 M (2.6 FT)
 LN0502'EAST OF THE SOUTH LEG OF AN INFORMATION SIGN.  NOTE=ACCESS TO THE
 LN0502'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LN0502'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LN0502'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0479 ***********************************************************************
 HO0479  DESIGNATION -  X 375
 HO0479  PID         -  HO0479
 HO0479  STATE/COUNTY-  UT/IRON
 HO0479  COUNTRY     -  US
 HO0479  USGS QUAD   -  KANARRAVILLE (2017)
 HO0479
 HO0479                         *CURRENT SURVEY CONTROL
 HO0479  ______________________________________________________________________
 HO0479* NAD 83(1986) POSITION- 37 37 03.     (N) 113 08 59.     (W)   SCALED
 HO0479* NAVD 88 ORTHO HEIGHT -  1698.958 (meters)     5574.00  (feet) ADJUSTED
 HO0479  ______________________________________________________________________
 HO0479  GEOID HEIGHT    -        -21.754 (meters)                     GEOID18
 HO0479  DYNAMIC HEIGHT  -       1697.003 (meters)     5567.58  (feet) COMP
 HO0479  MODELED GRAVITY -    979,419.4   (mgal)                       NAVD 88
 HO0479
 HO0479  VERT ORDER      -  FIRST     CLASS II
 HO0479
 HO0479.The horizontal coordinates were scaled from a map and have
 HO0479.an estimated accuracy of +/- 6 seconds.
 HO0479
 HO0479.The orthometric height was determined by differential leveling and
 HO0479.adjusted by the NATIONAL GEODETIC SURVEY
 HO0479.in June 1991.
 HO0479
 HO0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0479.GEOID18 height accuracy estimate available here.
 HO0479
 HO0479.Click photographs - Photos may exist for this station.
 HO0479
 HO0479.The dynamic height is computed by dividing the NAVD 88
 HO0479.geopotential number by the normal gravity value computed on the
 HO0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0479.degrees latitude (g = 980.6199 gals.).
 HO0479
 HO0479.The modeled gravity was interpolated from observed gravity values.
 HO0479
 HO0479;                    North         East    Units  Estimated Accuracy
 HO0479;SPC UT S     - 3,106,810.      354,370.      MT  (+/- 180 meters Scaled)
 HO0479
 HO0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG102655(NAD 83)
 HO0479
 HO0479                          SUPERSEDED SURVEY CONTROL
 HO0479
 HO0479.No superseded survey control is available for this station.
 HO0479
 HO0479_MARKER: I = METAL ROD
 HO0479_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0479_STAMPING: X 375 1984
 HO0479_MARK LOGO: NGS
 HO0479_PROJECTION: FLUSH
 HO0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0479_ROD/PIPE-DEPTH: 11.0 meters
 HO0479
 HO0479  HISTORY     - Date     Condition        Report By
 HO0479  HISTORY     - 1984     MONUMENTED       NGS
 HO0479
 HO0479                          STATION DESCRIPTION
 HO0479
 HO0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0479'9.7 KM (6.0 MI) NORTH FROM KANARRVILLE.
 HO0479'9.71 KM (6.03 MI) NORTH ALONG US HIGHWAY 91 FROM THE CHURCH OF LATTER
 HO0479'DAY SAINTS AT KANARRAVILLE, 19.8 METERS (65 FT) SOUTHEAST OF THE
 HO0479'HIGHWAY CENTERLINE, 51.8 METERS (170 FT) NORTHWEST OF THE CENTERLINE
 HO0479'OF THE SOUTH BOUND LANES OF INTERSTATE 15, 46.3 METERS (152 FT)
 HO0479'NORTHEAST OF A FENCE CORNER, 4.0 METERS (13 FT) NORTHEAST OF A GUY
 HO0479'WIRE ANCHOR, 2.4 METERS (8 FT) NORTHWEST OF THE RIGHT OF WAY FENCE AND
 HO0479'1.4 METERS (4.5 FT) SOUTHWEST OF THE SOUTHEAST POLE FOR A POWER LINE
 HO0479'CROSSING THE ROAD.
 HO0479'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 HO0479'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0463 ***********************************************************************
 JO0463  DESIGNATION -  X 376
 JO0463  PID         -  JO0463
 JO0463  STATE/COUNTY-  UT/BEAVER
 JO0463  COUNTRY     -  US
 JO0463  USGS QUAD   -  MILFORD NW (2017)
 JO0463
 JO0463                         *CURRENT SURVEY CONTROL
 JO0463  ______________________________________________________________________
 JO0463* NAD 83(1986) POSITION- 38 26 09.     (N) 113 08 23.     (W)   SCALED
 JO0463* NAVD 88 ORTHO HEIGHT -  1693.916 (meters)     5557.46  (feet) ADJUSTED
 JO0463  ______________________________________________________________________
 JO0463  GEOID HEIGHT    -        -20.875 (meters)                     GEOID18
 JO0463  DYNAMIC HEIGHT  -       1692.116 (meters)     5551.55  (feet) COMP
 JO0463  MODELED GRAVITY -    979,506.0   (mgal)                       NAVD 88
 JO0463
 JO0463  VERT ORDER      -  FIRST     CLASS II
 JO0463
 JO0463.The horizontal coordinates were scaled from a map and have
 JO0463.an estimated accuracy of +/- 6 seconds.
 JO0463
 JO0463.The orthometric height was determined by differential leveling and
 JO0463.adjusted by the NATIONAL GEODETIC SURVEY
 JO0463.in June 1991.
 JO0463
 JO0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0463.GEOID18 height accuracy estimate available here.
 JO0463
 JO0463.Click photographs - Photos may exist for this station.
 JO0463
 JO0463.The dynamic height is computed by dividing the NAVD 88
 JO0463.geopotential number by the normal gravity value computed on the
 JO0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0463.degrees latitude (g = 980.6199 gals.).
 JO0463
 JO0463.The modeled gravity was interpolated from observed gravity values.
 JO0463
 JO0463;                    North         East    Units  Estimated Accuracy
 JO0463;SPC UT S     - 3,197,610.      356,840.      MT  (+/- 180 meters Scaled)
 JO0463
 JO0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH132563(NAD 83)
 JO0463
 JO0463                          SUPERSEDED SURVEY CONTROL
 JO0463
 JO0463.No superseded survey control is available for this station.
 JO0463
 JO0463_MARKER: I = METAL ROD
 JO0463_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JO0463_STAMPING: X 376 1984
 JO0463_MARK LOGO: NGS
 JO0463_PROJECTION: FLUSH
 JO0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0463_ROD/PIPE-DEPTH: 12.2 meters
 JO0463
 JO0463  HISTORY     - Date     Condition        Report By
 JO0463  HISTORY     - 1984     MONUMENTED       NGS
 JO0463
 JO0463                          STATION DESCRIPTION
 JO0463
 JO0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0463'12.2 KM (7.6 MI) NW FROM MILFORD.
 JO0463'12.2 KM (7.58 MI) NORTHWEST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION
 JO0463'WITH STATE HIGHWAY 257 AT MILFORD, AT THE T JUNCTION OF A DIRT ROAD
 JO0463'LEADING SOUTH, AT THE TOP OF A LOW RIDGE, BETWEEN TWO DRY WASHES AND
 JO0463'IN LINE WITH A ROW OF TELEPHONE POLES, 0.66 K (0.41 MI) SOUTHEAST OF
 JO0463'MILEPOST 69, 49.7 METERS (163 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 JO0463'36.6 METERS (120 FT) NORTHWEST OF THE EXTENDED CENTER OF THE DIRT ROAD
 JO0463'AND 0.8 METER (2.6 FT) NORTHWEST OF A TELEPHONE POLE.
 JO0463'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 JO0463'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0631 ***********************************************************************
 MS0631  DESIGNATION -  X 377 BE CO
 MS0631  PID         -  MS0631
 MS0631  STATE/COUNTY-  UT/BOX ELDER
 MS0631  COUNTRY     -  US
 MS0631  USGS QUAD   -  PARK VALLEY (2017)
 MS0631
 MS0631                         *CURRENT SURVEY CONTROL
 MS0631  ______________________________________________________________________
 MS0631* NAD 83(1986) POSITION- 41 49 00.     (N) 113 19 07.     (W)   SCALED
 MS0631* NAVD 88 ORTHO HEIGHT -  1685.736 (meters)     5530.62  (feet) ADJUSTED
 MS0631  ______________________________________________________________________
 MS0631  GEOID HEIGHT    -        -14.984 (meters)                     GEOID18
 MS0631  DYNAMIC HEIGHT  -       1684.533 (meters)     5526.67  (feet) COMP
 MS0631  MODELED GRAVITY -    979,848.4   (mgal)                       NAVD 88
 MS0631
 MS0631  VERT ORDER      -  FIRST     CLASS II
 MS0631
 MS0631.The horizontal coordinates were scaled from a map and have
 MS0631.an estimated accuracy of +/- 6 seconds.
 MS0631
 MS0631.The orthometric height was determined by differential leveling and
 MS0631.adjusted by the NATIONAL GEODETIC SURVEY
 MS0631.in June 1991.
 MS0631
 MS0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0631.GEOID18 height accuracy estimate available here.
 MS0631
 MS0631.Click photographs - Photos may exist for this station.
 MS0631
 MS0631.The dynamic height is computed by dividing the NAVD 88
 MS0631.geopotential number by the normal gravity value computed on the
 MS0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0631.degrees latitude (g = 980.6199 gals.).
 MS0631
 MS0631.The modeled gravity was interpolated from observed gravity values.
 MS0631
 MS0631;                    North         East    Units  Estimated Accuracy
 MS0631;SPC UT N     - 1,166,310.      348,910.      MT  (+/- 180 meters Scaled)
 MS0631
 MS0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM074320(NAD 83)
 MS0631
 MS0631                          SUPERSEDED SURVEY CONTROL
 MS0631
 MS0631.No superseded survey control is available for this station.
 MS0631
 MS0631_MARKER: I = METAL ROD
 MS0631_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0631_STAMPING: X 377 1984
 MS0631_MARK LOGO: NGS
 MS0631_PROJECTION: FLUSH
 MS0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0631_ROD/PIPE-DEPTH: 3.0 meters
 MS0631
 MS0631  HISTORY     - Date     Condition        Report By
 MS0631  HISTORY     - 1984     MONUMENTED       NGS
 MS0631
 MS0631                          STATION DESCRIPTION
 MS0631
 MS0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0631'IN PARK VALLEY.
 MS0631'IN PARK VALLEY, AT THE NORTHWEST CORNER OF THE POST OFFICE AND AT THE
 MS0631'EAST END OF A WOOD FENCE, 16.5 METERS (54 FT) SOUTH OF THE HIGHWAY
 MS0631'CENTERLINE, 26.8 METERS (88 FT) SOUTHEAST OF THE SOUTHEAST POLE FOR A
 MS0631'POWER LINE CROSSING THE HIGHWAY, 8.9 METERS (29 FT) NORTHEAST OF A
 MS0631'POWER POLE WITH A YARD LAMP ATTACHED, 2.2 METERS (7 FT) SOUTH OF THE
 MS0631'EAST END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, 4.9 METERS
 MS0631'(16 FT) WEST OF A FLAGPOLE, 1.4 METERS (4.5 FT) NORTHWEST OF THE
 MS0631'NORTHWEST CORNER OF THE WOOD FRAME POST OFFICE BUILDING AND 0.3 METER
 MS0631'(1 FT) NORTH OF THE WOOD FENCE.
 MS0631'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0418 ***********************************************************************
 JO0418  DESIGNATION -  X 377 M CO
 JO0418  PID         -  JO0418
 JO0418  STATE/COUNTY-  UT/MILLARD
 JO0418  COUNTRY     -  US
 JO0418  USGS QUAD   -  MORMON GAP (2017)
 JO0418
 JO0418                         *CURRENT SURVEY CONTROL
 JO0418  ______________________________________________________________________
 JO0418* NAD 83(1986) POSITION- 38 40 31.     (N) 113 53 16.     (W)   SCALED
 JO0418* NAVD 88 ORTHO HEIGHT -  1832.214 (meters)     6011.19  (feet) ADJUSTED
 JO0418  ______________________________________________________________________
 JO0418  GEOID HEIGHT    -        -20.845 (meters)                     GEOID18
 JO0418  DYNAMIC HEIGHT  -       1830.266 (meters)     6004.80  (feet) COMP
 JO0418  MODELED GRAVITY -    979,499.3   (mgal)                       NAVD 88
 JO0418
 JO0418  VERT ORDER      -  FIRST     CLASS II
 JO0418
 JO0418.The horizontal coordinates were scaled from a map and have
 JO0418.an estimated accuracy of +/- 6 seconds.
 JO0418
 JO0418.The orthometric height was determined by differential leveling and
 JO0418.adjusted by the NATIONAL GEODETIC SURVEY
 JO0418.in June 1991.
 JO0418
 JO0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0418.GEOID18 height accuracy estimate available here.
 JO0418
 JO0418.Click photographs - Photos may exist for this station.
 JO0418
 JO0418.The dynamic height is computed by dividing the NAVD 88
 JO0418.geopotential number by the normal gravity value computed on the
 JO0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0418.degrees latitude (g = 980.6199 gals.).
 JO0418
 JO0418.The modeled gravity was interpolated from observed gravity values.
 JO0418
 JO0418;                    North         East    Units  Estimated Accuracy
 JO0418;SPC UT C     - 2,040,740.      292,220.      MT  (+/- 180 meters Scaled)
 JO0418
 JO0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH487847(NAD 83)
 JO0418
 JO0418                          SUPERSEDED SURVEY CONTROL
 JO0418
 JO0418.No superseded survey control is available for this station.
 JO0418
 JO0418_MARKER: I = METAL ROD
 JO0418_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JO0418+WITH SETTING: INFORMATION.
 JO0418_STAMPING: X 377 1984
 JO0418_MARK LOGO: NGS
 JO0418_PROJECTION: FLUSH
 JO0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0418_ROD/PIPE-DEPTH: 2.4 meters
 JO0418
 JO0418  HISTORY     - Date     Condition        Report By
 JO0418  HISTORY     - 1984     MONUMENTED       NGS
 JO0418
 JO0418                          STATION DESCRIPTION
 JO0418
 JO0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0418'32.5 KM (20.3 MI) SE FROM GARRISON.
 JO0418'32.5 KM (20.3 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0418'OFFICE AT GARRISON, 0.6 KM (0.4 MI) SOUTHEAST OF MILEPOST 21, 0.25 KM
 JO0418'(0.15 MI) NORTHWEST OF THE Y JUNCTION OF A TRACK ROAD LEADING
 JO0418'SOUTHWEST, 29.9 METERS (98 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 JO0418'1.5 METERS (5 FT) SOUTH OF THE SOUTHEAST END OF A WOOD BRACE IN THE
 JO0418'RIGHT OF WAY FENCE AND 0.9 METER (3 FT) SOUTHWEST OF THE FENCE.
 JO0418'NOTE-ROD SET TO 8 FEET IMBEDDED REFUSAL.
 JO0418'THE MARK IS 0.7 METERS  SE FROM A WITNESS POST.
 JO0418'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0443 ***********************************************************************
 JO0443  DESIGNATION -  X 378 B CO
 JO0443  PID         -  JO0443
 JO0443  STATE/COUNTY-  UT/BEAVER
 JO0443  COUNTRY     -  US
 JO0443  USGS QUAD   -  WALLACES PEAK (2017)
 JO0443
 JO0443                         *CURRENT SURVEY CONTROL
 JO0443  ______________________________________________________________________
 JO0443* NAD 83(1986) POSITION- 38 29 24.     (N) 113 28 05.     (W)   SCALED
 JO0443* NAVD 88 ORTHO HEIGHT -  1584.440 (meters)     5198.28  (feet) ADJUSTED
 JO0443  ______________________________________________________________________
 JO0443  GEOID HEIGHT    -        -21.168 (meters)                     GEOID18
 JO0443  DYNAMIC HEIGHT  -       1582.792 (meters)     5192.88  (feet) COMP
 JO0443  MODELED GRAVITY -    979,533.2   (mgal)                       NAVD 88
 JO0443
 JO0443  VERT ORDER      -  FIRST     CLASS II
 JO0443
 JO0443.The horizontal coordinates were scaled from a map and have
 JO0443.an estimated accuracy of +/- 6 seconds.
 JO0443
 JO0443.The orthometric height was determined by differential leveling and
 JO0443.adjusted by the NATIONAL GEODETIC SURVEY
 JO0443.in June 1991.
 JO0443
 JO0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0443.GEOID18 height accuracy estimate available here.
 JO0443
 JO0443.Click photographs - Photos may exist for this station.
 JO0443
 JO0443.The dynamic height is computed by dividing the NAVD 88
 JO0443.geopotential number by the normal gravity value computed on the
 JO0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0443.degrees latitude (g = 980.6199 gals.).
 JO0443
 JO0443.The modeled gravity was interpolated from observed gravity values.
 JO0443
 JO0443;                    North         East    Units  Estimated Accuracy
 JO0443;SPC UT S     - 3,204,180.      328,310.      MT  (+/- 180 meters Scaled)
 JO0443
 JO0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH847630(NAD 83)
 JO0443
 JO0443                          SUPERSEDED SURVEY CONTROL
 JO0443
 JO0443.No superseded survey control is available for this station.
 JO0443
 JO0443_MARKER: I = METAL ROD
 JO0443_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JO0443+WITH SETTING: INFORMATION.
 JO0443_STAMPING: X 378 1984
 JO0443_MARK LOGO: NGS
 JO0443_PROJECTION: FLUSH
 JO0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0443_ROD/PIPE-DEPTH: 1.8 meters
 JO0443
 JO0443  HISTORY     - Date     Condition        Report By
 JO0443  HISTORY     - 1984     MONUMENTED       NGS
 JO0443
 JO0443                          STATION DESCRIPTION
 JO0443
 JO0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0443'43.4 KM (27.1 MI) WEST FROM MILFORD.
 JO0443'43.4 KM (27.1 MI) WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 JO0443'STATE HIGHWAY 257 AT MILFORD, 0.7 KM (0.45 MI) NORTHWEST OF MILEPOST
 JO0443'50, 31.1 METERS (102 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE AND
 JO0443'105.4 METERS (346 FT) SOUTHEAST OF THE WEST END OF A 24-INCH
 JO0443'CORRUGATED METAL PIPE CULVERT.  NOTE-ROD SET TO 6 FEET IMBEDDED
 JO0443'REFUSAL.
 JO0443'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 JO0443'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0663 ***********************************************************************
 MS0663  DESIGNATION -  X 378 BE CO
 MS0663  PID         -  MS0663
 MS0663  STATE/COUNTY-  UT/BOX ELDER
 MS0663  COUNTRY     -  US
 MS0663  USGS QUAD   -  BOVINE (2017)
 MS0663
 MS0663                         *CURRENT SURVEY CONTROL
 MS0663  ______________________________________________________________________
 MS0663* NAD 83(1986) POSITION- 41 28 20.     (N) 113 38 20.     (W)   SCALED
 MS0663* NAVD 88 ORTHO HEIGHT -  1384.528 (meters)     4542.41  (feet) ADJUSTED
 MS0663  ______________________________________________________________________
 MS0663  GEOID HEIGHT    -        -16.376 (meters)                     GEOID18
 MS0663  DYNAMIC HEIGHT  -       1383.550 (meters)     4539.20  (feet) COMP
 MS0663  MODELED GRAVITY -    979,868.5   (mgal)                       NAVD 88
 MS0663
 MS0663  VERT ORDER      -  FIRST     CLASS II
 MS0663
 MS0663.The horizontal coordinates were scaled from a map and have
 MS0663.an estimated accuracy of +/- 6 seconds.
 MS0663
 MS0663.The orthometric height was determined by differential leveling and
 MS0663.adjusted by the NATIONAL GEODETIC SURVEY
 MS0663.in June 1991.
 MS0663
 MS0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0663.GEOID18 height accuracy estimate available here.
 MS0663
 MS0663.Click photographs - Photos may exist for this station.
 MS0663
 MS0663.The dynamic height is computed by dividing the NAVD 88
 MS0663.geopotential number by the normal gravity value computed on the
 MS0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0663.degrees latitude (g = 980.6199 gals.).
 MS0663
 MS0663.The modeled gravity was interpolated from observed gravity values.
 MS0663
 MS0663;                    North         East    Units  Estimated Accuracy
 MS0663;SPC UT N     - 1,128,670.      321,360.      MT  (+/- 180 meters Scaled)
 MS0663
 MS0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL796945(NAD 83)
 MS0663
 MS0663                          SUPERSEDED SURVEY CONTROL
 MS0663
 MS0663.No superseded survey control is available for this station.
 MS0663
 MS0663_MARKER: DB = BENCH MARK DISK
 MS0663_SETTING: 66 = SET IN ROCK OUTCROP
 MS0663_STAMPING: X 378 1984
 MS0663_MARK LOGO: NGS
 MS0663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0663+STABILITY: POSITION/ELEVATION WELL
 MS0663
 MS0663  HISTORY     - Date     Condition        Report By
 MS0663  HISTORY     - 1984     MONUMENTED       NGS
 MS0663
 MS0663                          STATION DESCRIPTION
 MS0663
 MS0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0663'53.2 KM (33.1 MI) SW FROM PARK VALLEY.
 MS0663'53.19 KM (33.06 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0663'AT PARK VALLEY, IN TOP OF A 2 BY 3 FOOT PORTION OF OUTCROP PROJECTING
 MS0663'6-INCHES ABOVE THE SURFACE OF THE GROUND, NEAR THE CENTER OF A CUT,
 MS0663'0.52 KM (0.32 MI) SOUTHWEST OF MILEPOST 23, 22.39 KM (13.92 MI)
 MS0663'NORTHEAST OF GROUSE CREEK JUNCTION, 14.3 METERS (47 FT) NORTHWEST OF
 MS0663'THE HIGHWAY CENTERLINE, 76.0 METERS (250 FT) NORTHEAST OF THE
 MS0663'SOUTHWEST END OF THE CUT, 47.8 METERS (157 FT) EAST OF A POWER POLE ON
 MS0663'TOP OF THE CUT AND 27.4 METERS (90 FT) SOUTHWEST OF THE NORTHWEST END
 MS0663'OF A 24-INCH CORRUGATED METAL PIPE CULVERT.
 MS0663'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MS0663'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0486 ***********************************************************************
 LN0486  DESIGNATION -  X 379
 LN0486  PID         -  LN0486
 LN0486  STATE/COUNTY-  UT/UINTAH
 LN0486  COUNTRY     -  US
 LN0486  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0486
 LN0486                         *CURRENT SURVEY CONTROL
 LN0486  ______________________________________________________________________
 LN0486* NAD 83(1986) POSITION- 40 38 30.     (N) 109 29 13.     (W)   SCALED
 LN0486* NAVD 88 ORTHO HEIGHT -  2219.232 (meters)     7280.93  (feet) ADJUSTED
 LN0486  ______________________________________________________________________
 LN0486  GEOID HEIGHT    -        -14.818 (meters)                     GEOID18
 LN0486  DYNAMIC HEIGHT  -       2217.070 (meters)     7273.84  (feet) COMP
 LN0486  MODELED GRAVITY -    979,570.6   (mgal)                       NAVD 88
 LN0486
 LN0486  VERT ORDER      -  FIRST     CLASS II
 LN0486
 LN0486.The horizontal coordinates were scaled from a map and have
 LN0486.an estimated accuracy of +/- 6 seconds.
 LN0486
 LN0486.The orthometric height was determined by differential leveling and
 LN0486.adjusted by the NATIONAL GEODETIC SURVEY
 LN0486.in June 1991.
 LN0486
 LN0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0486.GEOID18 height accuracy estimate available here.
 LN0486
 LN0486.Click photographs - Photos may exist for this station.
 LN0486
 LN0486.The dynamic height is computed by dividing the NAVD 88
 LN0486.geopotential number by the normal gravity value computed on the
 LN0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0486.degrees latitude (g = 980.6199 gals.).
 LN0486
 LN0486.The modeled gravity was interpolated from observed gravity values.
 LN0486
 LN0486;                    North         East    Units  Estimated Accuracy
 LN0486;SPC UT C     - 2,258,190.      670,270.      MT  (+/- 180 meters Scaled)
 LN0486
 LN0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL279000(NAD 83)
 LN0486
 LN0486                          SUPERSEDED SURVEY CONTROL
 LN0486
 LN0486.No superseded survey control is available for this station.
 LN0486
 LN0486_MARKER: I = METAL ROD
 LN0486_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0486_STAMPING: X 379 1984
 LN0486_MARK LOGO: NGS
 LN0486_PROJECTION: FLUSH
 LN0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0486+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2013
 LN0486_ROD/PIPE-DEPTH: 3.7 meters
 LN0486
 LN0486  HISTORY     - Date     Condition        Report By
 LN0486  HISTORY     - 1984     MONUMENTED       NGS
 LN0486  HISTORY     - 20130623 GOOD             GEOCAC
 LN0486
 LN0486                          STATION DESCRIPTION
 LN0486
 LN0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0486'27.0 KM (16.75 MI) NORT FROM VERNAL.
 LN0486'27.0 KM (16.75 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0486'WITH U.S. HIGHWAY 40 IN VERNAL, 0.6 KM (0.35 MI) SOUTHEAST OF MILEPOST
 LN0486'218, 26.0 M (85.3 FT) WEST OF THE SOUTHWEST END OF A STEEL SNOW FENCE,
 LN0486'AND 22.F1 M (72.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 LN0486'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LN0486'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LN0486'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
 LN0486
 LN0486                          STATION RECOVERY (2013)
 LN0486
 LN0486'RECOVERY NOTE BY GEOCACHING 2013 (BRB)
 LN0486'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0320 ***********************************************************************
 KO0320  DESIGNATION -  X 38
 KO0320  PID         -  KO0320
 KO0320  STATE/COUNTY-  UT/MILLARD
 KO0320  COUNTRY     -  US
 KO0320  USGS QUAD   -  MARJUM PASS (2017)
 KO0320
 KO0320                         *CURRENT SURVEY CONTROL
 KO0320  ______________________________________________________________________
 KO0320* NAD 83(1986) POSITION- 39 15 21.     (N) 113 19 52.     (W)   SCALED
 KO0320* NAVD 88 ORTHO HEIGHT -  1836.188 (meters)     6024.23  (feet) ADJUSTED
 KO0320  ______________________________________________________________________
 KO0320  GEOID HEIGHT    -        -19.712 (meters)                     GEOID18
 KO0320  DYNAMIC HEIGHT  -       1834.339 (meters)     6018.16  (feet) COMP
 KO0320  MODELED GRAVITY -    979,554.6   (mgal)                       NAVD 88
 KO0320
 KO0320  VERT ORDER      -  SECOND    CLASS 0
 KO0320
 KO0320.The horizontal coordinates were scaled from a map and have
 KO0320.an estimated accuracy of +/- 6 seconds.
 KO0320
 KO0320.The orthometric height was determined by differential leveling and
 KO0320.adjusted by the NATIONAL GEODETIC SURVEY
 KO0320.in June 1991.
 KO0320
 KO0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0320.GEOID18 height accuracy estimate available here.
 KO0320
 KO0320.Click photographs - Photos may exist for this station.
 KO0320
 KO0320.The dynamic height is computed by dividing the NAVD 88
 KO0320.geopotential number by the normal gravity value computed on the
 KO0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0320.degrees latitude (g = 980.6199 gals.).
 KO0320
 KO0320.The modeled gravity was interpolated from observed gravity values.
 KO0320
 KO0320;                    North         East    Units  Estimated Accuracy
 KO0320;SPC UT C     - 2,104,030.      341,970.      MT  (+/- 180 meters Scaled)
 KO0320
 KO0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ988477(NAD 83)
 KO0320
 KO0320                          SUPERSEDED SURVEY CONTROL
 KO0320
 KO0320  NGVD 29 (??/??/92) 1834.975  (m)         6020.25   (f) ADJ UNCH    2 0
 KO0320
 KO0320.Superseded values are not recommended for survey control.
 KO0320
 KO0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0320.See file dsdata.pdf to determine how the superseded data were derived.
 KO0320
 KO0320_MARKER: DB = BENCH MARK DISK
 KO0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0320_STAMPING: X 38 1934
 KO0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0320+STABILITY: SURFACE MOTION
 KO0320
 KO0320  HISTORY     - Date     Condition        Report By
 KO0320  HISTORY     - 1934     MONUMENTED       CGS
 KO0320  HISTORY     - 1958     GOOD             USGS
 KO0320
 KO0320                          STATION DESCRIPTION
 KO0320
 KO0320'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 KO0320'35.8 MI W FROM HINCKLEY.
 KO0320'35.5 MILES WEST ALONG OLD U.S. HIGHWAY 6 FROM HINCKLEY, MILLARD
 KO0320'COUNTY, 286 FEET SOUTHWEST OF A LONE CEDAR TREE, 160 FEET EAST OF A
 KO0320'SHARP CURVE TO THE NORTHWEST AND 46 FEET NORTH OF THE CENTERLINE OF
 KO0320'THE ROAD.  A STANDARD TABLET STAMPED X 38 1934 AND SET IN THE TOP OF A
 KO0320'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0607 ***********************************************************************
 MS0607  DESIGNATION -  X 380
 MS0607  PID         -  MS0607
 MS0607  STATE/COUNTY-  UT/BOX ELDER
 MS0607  COUNTRY     -  US
 MS0607  USGS QUAD   -  LOCOMOTIVE SPRINGS (2017)
 MS0607
 MS0607                         *CURRENT SURVEY CONTROL
 MS0607  ______________________________________________________________________
 MS0607* NAD 83(1986) POSITION- 41 43 01.     (N) 112 52 42.     (W)   SCALED
 MS0607* NAVD 88 ORTHO HEIGHT -  1291.327 (meters)     4236.63  (feet) ADJUSTED
 MS0607  ______________________________________________________________________
 MS0607  GEOID HEIGHT    -        -15.649 (meters)                     GEOID18
 MS0607  DYNAMIC HEIGHT  -       1290.485 (meters)     4233.87  (feet) COMP
 MS0607  MODELED GRAVITY -    979,925.8   (mgal)                       NAVD 88
 MS0607
 MS0607  VERT ORDER      -  FIRST     CLASS II
 MS0607
 MS0607.The horizontal coordinates were scaled from a map and have
 MS0607.an estimated accuracy of +/- 6 seconds.
 MS0607
 MS0607.The orthometric height was determined by differential leveling and
 MS0607.adjusted by the NATIONAL GEODETIC SURVEY
 MS0607.in June 1991.
 MS0607
 MS0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0607.GEOID18 height accuracy estimate available here.
 MS0607
 MS0607.Click photographs - Photos may exist for this station.
 MS0607
 MS0607.The dynamic height is computed by dividing the NAVD 88
 MS0607.geopotential number by the normal gravity value computed on the
 MS0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0607.degrees latitude (g = 980.6199 gals.).
 MS0607
 MS0607.The modeled gravity was interpolated from observed gravity values.
 MS0607
 MS0607;                    North         East    Units  Estimated Accuracy
 MS0607;SPC UT N     - 1,154,560.      385,310.      MT  (+/- 180 meters Scaled)
 MS0607
 MS0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM437200(NAD 83)
 MS0607
 MS0607                          SUPERSEDED SURVEY CONTROL
 MS0607
 MS0607.No superseded survey control is available for this station.
 MS0607
 MS0607_MARKER: I = METAL ROD
 MS0607_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0607_STAMPING: X 380 1984
 MS0607_MARK LOGO: NGS
 MS0607_PROJECTION: FLUSH
 MS0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0607_ROD/PIPE-DEPTH: 9.7 meters
 MS0607
 MS0607  HISTORY     - Date     Condition        Report By
 MS0607  HISTORY     - 1984     MONUMENTED       NGS
 MS0607
 MS0607                          STATION DESCRIPTION
 MS0607
 MS0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0607'35.5 KM (22.1 MI) NW FROM PROMONTORY.
 MS0607'1.58 KM (0.98 MI) NORTH ALONG A PAVED ROAD FROM THE GOLDEN SPIKE
 MS0607'MONUNEMT IN PROMONTORY, THENCE 33.96 KM (21.11 MI) WEST ALONG A GRAVEL
 MS0607'ROAD, IN THE SOUTH CORNER OF THE INTERSECTION OF OF A TRACK ROAD,
 MS0607'17.7 METERS (58 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 33.2 METERS
 MS0607'(109 FT) NORTHEAST OF THE CENTER OF THE OLD CENTRAL PACIFIC RAILROAD
 MS0607'BED AND 10.0 METERS (33 FT) SOUTHEAST OF THE CENTER OF THE TRACK ROAD.
 MS0607'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 MS0607'THE MARK IS 0.3 M ABOVE THE MAIN ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AE4744 ***********************************************************************
 AE4744  DESIGNATION -  X 383
 AE4744  PID         -  AE4744
 AE4744  STATE/COUNTY-  UT/SALT LAKE
 AE4744  COUNTRY     -  US
 AE4744  USGS QUAD   -  FORT DOUGLAS (2017)
 AE4744
 AE4744                         *CURRENT SURVEY CONTROL
 AE4744  ______________________________________________________________________
 AE4744* NAD 83(1986) POSITION- 40 45 31.     (N) 111 50 49.     (W)   SCALED
 AE4744* NAVD 88 ORTHO HEIGHT -  1429.510 (meters)     4689.98  (feet) ADJUSTED
 AE4744  ______________________________________________________________________
 AE4744  GEOID HEIGHT    -        -16.571 (meters)                     GEOID18
 AE4744  DYNAMIC HEIGHT  -       1428.368 (meters)     4686.24  (feet) COMP
 AE4744  MODELED GRAVITY -    979,776.3   (mgal)                       NAVD 88
 AE4744
 AE4744  VERT ORDER      -  FIRST     CLASS II
 AE4744
 AE4744.The horizontal coordinates were scaled from a map and have
 AE4744.an estimated accuracy of +/- 6 seconds.
 AE4744
 AE4744.The orthometric height was determined by differential leveling and
 AE4744.adjusted by the NATIONAL GEODETIC SURVEY
 AE4744.in July 2002.
 AE4744
 AE4744.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4744.GEOID18 height accuracy estimate available here.
 AE4744
 AE4744.Click photographs - Photos may exist for this station.
 AE4744
 AE4744.The dynamic height is computed by dividing the NAVD 88
 AE4744.geopotential number by the normal gravity value computed on the
 AE4744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4744.degrees latitude (g = 980.6199 gals.).
 AE4744
 AE4744.The modeled gravity was interpolated from observed gravity values.
 AE4744
 AE4744;                    North         East    Units  Estimated Accuracy
 AE4744;SPC UT C     - 2,269,320.      470,700.      MT  (+/- 180 meters Scaled)
 AE4744
 AE4744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL285123(NAD 83)
 AE4744
 AE4744                          SUPERSEDED SURVEY CONTROL
 AE4744
 AE4744.No superseded survey control is available for this station.
 AE4744
 AE4744_MARKER: I = METAL ROD
 AE4744_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4744_STAMPING: X 383 1997
 AE4744_MARK LOGO: NGS
 AE4744_PROJECTION: FLUSH
 AE4744_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4744+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4744_ROD/PIPE-DEPTH: 10.1 meters
 AE4744_SLEEVE-DEPTH  : 0.9 meters
 AE4744
 AE4744  HISTORY     - Date     Condition        Report By
 AE4744  HISTORY     - 1997     MONUMENTED       NGS
 AE4744
 AE4744                          STATION DESCRIPTION
 AE4744
 AE4744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4744'IN SALT LAKE CITY, AT THE INTERSECTION OF 1500 EAST AND 500 SOUTH
 AE4744'STREETS, ON THE UNIVERSITY OF UTAH CAMPUS, 77.7 M (254.9 FT) WEST OF
 AE4744'THE CENTER OF THE SOUTHBOUND LANES OF EAST STREET, 43.0 M (141.1 FT)
 AE4744'NORTH OF THE CENTERLINE OF SOUTH STREET, 28.6 M (93.8 FT) NORTHEAST OF
 AE4744'THE SOUTHEAST CORNER OF A FENCE ENCLOSING A SALT LAKE CITY WATER
 AE4744'RESERVOIR, 11.9 M (39.0 FT) SOUTH OF THE SOUTH EDGE OF A PARKING LOT
 AE4744'ON THE EAST SIDE OF RICE STADIUM, 8.5 M (27.9 FT) SOUTHWEST OF A
 AE4744'UTILITY LIGHT POLE, 4.0 M (13.1 FT) ABOVE THE LEVEL OF SOUTH STREET,
 AE4744'AND 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE PARKING LOT.  NOTE--ACCESS
 AE4744'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 AE4744'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0440 ***********************************************************************
 LN0440  DESIGNATION -  X 385
 LN0440  PID         -  LN0440
 LN0440  STATE/COUNTY-  UT/DAGGETT
 LN0440  COUNTRY     -  US
 LN0440  USGS QUAD   -  MANILA (2017)
 LN0440
 LN0440                         *CURRENT SURVEY CONTROL
 LN0440  ______________________________________________________________________
 LN0440* NAD 83(1986) POSITION- 40 53 31.     (N) 109 42 54.     (W)   SCALED
 LN0440* NAVD 88 ORTHO HEIGHT -  2328.406 (meters)     7639.11  (feet) ADJUSTED
 LN0440  ______________________________________________________________________
 LN0440  GEOID HEIGHT    -        -13.349 (meters)                     GEOID18
 LN0440  DYNAMIC HEIGHT  -       2326.203 (meters)     7631.88  (feet) COMP
 LN0440  MODELED GRAVITY -    979,593.4   (mgal)                       NAVD 88
 LN0440
 LN0440  VERT ORDER      -  FIRST     CLASS II
 LN0440
 LN0440.The horizontal coordinates were scaled from a map and have
 LN0440.an estimated accuracy of +/- 6 seconds.
 LN0440
 LN0440.The orthometric height was determined by differential leveling and
 LN0440.adjusted by the NATIONAL GEODETIC SURVEY
 LN0440.in June 1991.
 LN0440
 LN0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0440.GEOID18 height accuracy estimate available here.
 LN0440
 LN0440.Click photographs - Photos may exist for this station.
 LN0440
 LN0440.The dynamic height is computed by dividing the NAVD 88
 LN0440.geopotential number by the normal gravity value computed on the
 LN0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0440.degrees latitude (g = 980.6199 gals.).
 LN0440
 LN0440.The modeled gravity was interpolated from observed gravity values.
 LN0440
 LN0440;                    North         East    Units  Estimated Accuracy
 LN0440;SPC UT N     - 1,063,580.      650,410.      MT  (+/- 180 meters Scaled)
 LN0440
 LN0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL082275(NAD 83)
 LN0440
 LN0440                          SUPERSEDED SURVEY CONTROL
 LN0440
 LN0440.No superseded survey control is available for this station.
 LN0440
 LN0440_MARKER: I = METAL ROD
 LN0440_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0440_STAMPING: X 385 1984
 LN0440_MARK LOGO: NGS
 LN0440_PROJECTION: FLUSH
 LN0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0440_ROD/PIPE-DEPTH: 5.8 meters
 LN0440
 LN0440  HISTORY     - Date     Condition        Report By
 LN0440  HISTORY     - 1984     MONUMENTED       NGS
 LN0440
 LN0440                          STATION DESCRIPTION
 LN0440
 LN0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0440'20.4 KM (12.65 MI) SOUT FROM MANILA.
 LN0440'20.4 KM (12.65 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0440'WITH STATE HIGHWAY 43 IN MANILA, 0.9 KM (0.55 MI) NORTHWEST OF A PAVED
 LN0440'ROAD LEADING TO SHEEP CREEK CANYON, AT THE EAST END OF A PULL OUT,
 LN0440'0.3 KM (0.2 MI) NORTHWEST OF MILEPOST 15, 6.4 M (21.0 FT) EAST OF THE
 LN0440'WEST END OF A GUARD RAIL, 6.2 M (20.3 FT) NORTH OF THE CENTERLINE OF
 LN0440'THE HIGHWAY, AND 0.6 M (2.0 FT) NORTH OF A GUARD RAIL.  NOTE=ACCESS TO
 LN0440'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LN0440'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LN0440'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0462 ***********************************************************************
 LN0462  DESIGNATION -  X 386
 LN0462  PID         -  LN0462
 LN0462  STATE/COUNTY-  UT/DAGGETT
 LN0462  COUNTRY     -  US
 LN0462  USGS QUAD   -  MOUNT LENA (2017)
 LN0462
 LN0462                         *CURRENT SURVEY CONTROL
 LN0462  ______________________________________________________________________
 LN0462* NAD 83(1986) POSITION- 40 51 35.8    (N) 109 28 03.6    (W)   HD_HELD2
 LN0462* NAVD 88 ORTHO HEIGHT -  2351.017 (meters)     7713.29  (feet) ADJUSTED
 LN0462  ______________________________________________________________________
 LN0462  GEOID HEIGHT    -        -13.715 (meters)                     GEOID18
 LN0462  DYNAMIC HEIGHT  -       2348.785 (meters)     7705.97  (feet) COMP
 LN0462  MODELED GRAVITY -    979,589.1   (mgal)                       NAVD 88
 LN0462
 LN0462  VERT ORDER      -  FIRST     CLASS II
 LN0462
 LN0462.The horizontal coordinates were established by autonomous hand held GPS
 LN0462.observations and have an estimated accuracy of +/- 10 meters.
 LN0462
 LN0462.The orthometric height was determined by differential leveling and
 LN0462.adjusted by the NATIONAL GEODETIC SURVEY
 LN0462.in June 1991.
 LN0462
 LN0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0462.GEOID18 height accuracy estimate available here.
 LN0462
 LN0462.Click photographs - Photos may exist for this station.
 LN0462
 LN0462.The dynamic height is computed by dividing the NAVD 88
 LN0462.geopotential number by the normal gravity value computed on the
 LN0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0462.degrees latitude (g = 980.6199 gals.).
 LN0462
 LN0462.The modeled gravity was interpolated from observed gravity values.
 LN0462
 LN0462;                    North         East    Units  Estimated Accuracy
 LN0462;SPC UT N     - 1,060,483.      671,333.      MT  (+/- 10 meters HH2 GPS)
 LN0462
 LN0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL2914624339(NAD 83)
 LN0462
 LN0462                          SUPERSEDED SURVEY CONTROL
 LN0462
 LN0462.No superseded survey control is available for this station.
 LN0462
 LN0462_MARKER: DV = VERTICAL CONTROL DISK
 LN0462_SETTING: 66 = SET IN ROCK OUTCROP
 LN0462_STAMPING: X 386 1984
 LN0462_MARK LOGO: NGS
 LN0462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0462+STABILITY: POSITION/ELEVATION WELL
 LN0462
 LN0462  HISTORY     - Date     Condition        Report By
 LN0462  HISTORY     - 1984     MONUMENTED       NGS
 LN0462
 LN0462                          STATION DESCRIPTION
 LN0462
 LN0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0462'45.7 KM (28.35 MI) SOUT FROM MANILA.
 LN0462'44.3 KM (27.5 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0462'WITH STATE HIGHWAY 43 IN MANILA, THENCE 1.4 KM (0.85 MI) SOUTHERLY
 LN0462'ALONG U.S. HIGHWAY 191, SET IN THE CENTER OF A 2 BY 8 FOOT EXPOSED
 LN0462'AREA OF OUTCROPPING BEDROCK, 0.5 KM (0.3 MI) SOUTHEAST OF MILEPOST
 LN0462'235, AND 10.2 M (33.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 LN0462'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LN0462'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0062 ***********************************************************************
 KN0062  DESIGNATION -  X 39
 KN0062  PID         -  KN0062
 KN0062  STATE/COUNTY-  UT/EMERY
 KN0062  COUNTRY     -  US
 KN0062  USGS QUAD   -  BUCKHORN RESERVOIR (2017)
 KN0062
 KN0062                         *CURRENT SURVEY CONTROL
 KN0062  ______________________________________________________________________
 KN0062* NAD 83(1986) POSITION- 39 10 14.     (N) 110 46 43.     (W)   SCALED
 KN0062* NAVD 88 ORTHO HEIGHT -  1709.204 (meters)     5607.61  (feet) ADJUSTED
 KN0062  ______________________________________________________________________
 KN0062  GEOID HEIGHT    -        -18.096 (meters)                     GEOID18
 KN0062  DYNAMIC HEIGHT  -       1707.471 (meters)     5601.93  (feet) COMP
 KN0062  MODELED GRAVITY -    979,553.6   (mgal)                       NAVD 88
 KN0062
 KN0062  VERT ORDER      -  SECOND    CLASS 0
 KN0062
 KN0062.The horizontal coordinates were scaled from a map and have
 KN0062.an estimated accuracy of +/- 6 seconds.
 KN0062
 KN0062.The orthometric height was determined by differential leveling and
 KN0062.adjusted by the NATIONAL GEODETIC SURVEY
 KN0062.in June 1991.
 KN0062
 KN0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0062.GEOID18 height accuracy estimate available here.
 KN0062
 KN0062.Click photographs - Photos may exist for this station.
 KN0062
 KN0062.The dynamic height is computed by dividing the NAVD 88
 KN0062.geopotential number by the normal gravity value computed on the
 KN0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0062.degrees latitude (g = 980.6199 gals.).
 KN0062
 KN0062.The modeled gravity was interpolated from observed gravity values.
 KN0062
 KN0062;                    North         East    Units  Estimated Accuracy
 KN0062;SPC UT C     - 2,093,200.      562,340.      MT  (+/- 180 meters Scaled)
 KN0062
 KN0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ191357(NAD 83)
 KN0062
 KN0062                          SUPERSEDED SURVEY CONTROL
 KN0062
 KN0062  NGVD 29 (??/??/92) 1708.124  (m)         5604.07   (f) ADJ UNCH    2 0
 KN0062
 KN0062.Superseded values are not recommended for survey control.
 KN0062
 KN0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0062.See file dsdata.pdf to determine how the superseded data were derived.
 KN0062
 KN0062_MARKER: DB = BENCH MARK DISK
 KN0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0062_STAMPING: X 39 1934
 KN0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0062+STABILITY: SURFACE MOTION
 KN0062
 KN0062  HISTORY     - Date     Condition        Report By
 KN0062  HISTORY     - 1934     MONUMENTED       CGS
 KN0062  HISTORY     - 1969     MARK NOT FOUND   USGS
 KN0062
 KN0062                          STATION DESCRIPTION
 KN0062
 KN0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0062'15.0 MI E FROM CASTLE DALE.
 KN0062'ABOUT 15.0 MILES EAST ALONG THE TRAIL TO GREEN RIVER FROM THE
 KN0062'COURTHOUSE AT CASTLE DALE, EMERY COUNTY, ABOUT 3 MILES SOUTH OF MR.
 KN0062'NEALSONS RANCH, ON BUCK HORN FLAT, BY THE SIDE OF THE TRAIL, AND
 KN0062'MARKED BY A POST PAINTED WHITE.  A STANDARD DISK, STAMPED X 39 1934
 KN0062'AND SET IN THE TOP OF A CONCRETE POST.
 KN0062
 KN0062                          STATION RECOVERY (1969)
 KN0062
 KN0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KN0062'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0222 ***********************************************************************
 JO0222  DESIGNATION -  X 4
 JO0222  PID         -  JO0222
 JO0222  STATE/COUNTY-  UT/MILLARD
 JO0222  COUNTRY     -  US
 JO0222  USGS QUAD   -  BLACK ROCK (2017)
 JO0222
 JO0222                         *CURRENT SURVEY CONTROL
 JO0222  ______________________________________________________________________
 JO0222* NAD 83(1986) POSITION- 38 42 55.3    (N) 112 58 04.6    (W)   HD_HELD2
 JO0222* NAVD 88 ORTHO HEIGHT -  1480.470 (meters)     4857.18  (feet) POSTED
 JO0222  ______________________________________________________________________
 JO0222  GEOID HEIGHT    -        -20.364 (meters)                     GEOID18
 JO0222  DYNAMIC HEIGHT  -       1479.01  (meters)     4852.4   (feet) COMP
 JO0222  MODELED GRAVITY -    979,592.6   (mgal)                       NAVD 88
 JO0222
 JO0222  VERT ORDER      -  * POSTED, SEE BELOW
 JO0222
 JO0222.The horizontal coordinates were established by autonomous hand held GPS
 JO0222.observations and have an estimated accuracy of +/- 10 meters.
 JO0222
 JO0222.The orthometric height was determined by differential leveling
 JO0222.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JO0222
 JO0222.* This is a POSTED BENCH MARK height.
 JO0222
 JO0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0222.GEOID18 height accuracy estimate available here.
 JO0222
 JO0222.Click photographs - Photos may exist for this station.
 JO0222
 JO0222.The dynamic height is computed by dividing the NAVD 88
 JO0222.geopotential number by the normal gravity value computed on the
 JO0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0222.degrees latitude (g = 980.6199 gals.).
 JO0222
 JO0222.The modeled gravity was interpolated from observed gravity values.
 JO0222
 JO0222;                    North         East    Units  Estimated Accuracy
 JO0222;SPC UT C     - 2,043,462.      372,324.      MT  (+/- 10 meters HH2 GPS)
 JO0222
 JO0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH2890487028(NAD 83)
 JO0222
 JO0222                          SUPERSEDED SURVEY CONTROL
 JO0222
 JO0222  NGVD 29 (??/??/92) 1479.404  (m)         4853.68   (f) ADJ UNCH    1 2
 JO0222
 JO0222.Superseded values are not recommended for survey control.
 JO0222
 JO0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0222.See file dsdata.pdf to determine how the superseded data were derived.
 JO0222
 JO0222_MARKER: Q = CHISELED SQUARE
 JO0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JO0222_SP_SET: PEDESTAL
 JO0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0222+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2012
 JO0222
 JO0222  HISTORY     - Date     Condition        Report By
 JO0222  HISTORY     - 1908     MONUMENTED       CGS
 JO0222  HISTORY     - 1929     GOOD             CGS
 JO0222  HISTORY     - 1970     MARK NOT FOUND   NGS
 JO0222  HISTORY     - 20120229 GOOD             GEOCAC
 JO0222
 JO0222                          STATION DESCRIPTION
 JO0222
 JO0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 JO0222'IN BLACK ROCK.
 JO0222'AT BLACK ROCK, MILLARD COUNTY, ON THE UNION PACIFIC RAILROAD, ABOUT 2
 JO0222'POLES SOUTH OF MILE POLE 597, AT THE RAILROAD WATER TANK, IN THE
 JO0222'SOUTHWEST CORNER OF THE MAIN PEDESTAL OF THE CONCRETE BASE, ABOUT 4
 JO0222'INCHES FROM EACH FACE OF THE PEDESTAL, AND ABOUT 19 FEET EAST OF THE
 JO0222'CENTER LINE OF THE TRACK.  THE BOTTOM OF A SQUARE HOLE.
 JO0222
 JO0222                          STATION RECOVERY (1970)
 JO0222
 JO0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JO0222'MARK NOT FOUND.
 JO0222
 JO0222                          STATION RECOVERY (2012)
 JO0222
 JO0222'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 JO0222'MARK IS ABOUT SIXTY FEET SOUTHWEST OF W 4.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0122 ***********************************************************************
 JN0122  DESIGNATION -  X 40
 JN0122  PID         -  JN0122
 JN0122  STATE/COUNTY-  UT/EMERY
 JN0122  COUNTRY     -  US
 JN0122  USGS QUAD   -  EMERY EAST (2017)
 JN0122
 JN0122                         *CURRENT SURVEY CONTROL
 JN0122  ______________________________________________________________________
 JN0122* NAD 83(1986) POSITION- 38 55 27.     (N) 111 14 32.     (W)   SCALED
 JN0122* NAVD 88 ORTHO HEIGHT -  1897.371 (meters)     6224.96  (feet) ADJUSTED
 JN0122  ______________________________________________________________________
 JN0122  GEOID HEIGHT    -        -17.676 (meters)                     GEOID18
 JN0122  DYNAMIC HEIGHT  -       1895.342 (meters)     6218.30  (feet) COMP
 JN0122  MODELED GRAVITY -    979,490.5   (mgal)                       NAVD 88
 JN0122
 JN0122  VERT ORDER      -  SECOND    CLASS 0
 JN0122
 JN0122.The horizontal coordinates were scaled from a map and have
 JN0122.an estimated accuracy of +/- 6 seconds.
 JN0122
 JN0122.The orthometric height was determined by differential leveling and
 JN0122.adjusted by the NATIONAL GEODETIC SURVEY
 JN0122.in June 1991.
 JN0122
 JN0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0122.GEOID18 height accuracy estimate available here.
 JN0122
 JN0122.Click photographs - Photos may exist for this station.
 JN0122
 JN0122.The dynamic height is computed by dividing the NAVD 88
 JN0122.geopotential number by the normal gravity value computed on the
 JN0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0122.degrees latitude (g = 980.6199 gals.).
 JN0122
 JN0122.The modeled gravity was interpolated from observed gravity values.
 JN0122
 JN0122;                    North         East    Units  Estimated Accuracy
 JN0122;SPC UT C     - 2,065,630.      522,360.      MT  (+/- 180 meters Scaled)
 JN0122
 JN0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ790083(NAD 83)
 JN0122
 JN0122                          SUPERSEDED SURVEY CONTROL
 JN0122
 JN0122  NGVD 29 (??/??/92) 1896.189  (m)         6221.08   (f) ADJ UNCH    2 0
 JN0122
 JN0122.Superseded values are not recommended for survey control.
 JN0122
 JN0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0122.See file dsdata.pdf to determine how the superseded data were derived.
 JN0122
 JN0122_STAMPING: X 40 1934
 JN0122
 JN0122  HISTORY     - Date     Condition        Report By
 JN0122  HISTORY     - 1934     MONUMENTED       CGS
 JN0122  HISTORY     - 20180606 MARK NOT FOUND   NGS
 JN0122
 JN0122                          STATION DESCRIPTION
 JN0122
 JN0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0122'IN EMERY.
 JN0122'AT THE EAST EDGE OF EMERY, EMERY COUNTY, ON STATE HIGHWAY 10, AT A
 JN0122'CITY LIMIT SIGN AT FOUR CORNERS, 42 FEET SOUTH OF A PUBLIC ROAD, 27
 JN0122'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND IN LINE WITH A FENCE.
 JN0122'A STANDARD DISK, STAMPED X 40 1934 AND SET IN THE TOP OF A CONCRETE
 JN0122'POST.
 JN0122
 JN0122                          STATION RECOVERY (2018)
 JN0122
 JN0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (DW)
 JN0122'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0277 ***********************************************************************
 KN0277  DESIGNATION -  X 41
 KN0277  PID         -  KN0277
 KN0277  STATE/COUNTY-  UT/SANPETE
 KN0277  COUNTRY     -  US
 KN0277  USGS QUAD   -  EPHRAIM (2017)
 KN0277
 KN0277                         *CURRENT SURVEY CONTROL
 KN0277  ______________________________________________________________________
 KN0277* NAD 83(1986) POSITION- 39 20 57.     (N) 111 34 46.     (W)   SCALED
 KN0277* NAVD 88 ORTHO HEIGHT -  1717.063 (meters)     5633.40  (feet) ADJUSTED
 KN0277  ______________________________________________________________________
 KN0277  GEOID HEIGHT    -        -17.364 (meters)                     GEOID18
 KN0277  DYNAMIC HEIGHT  -       1715.302 (meters)     5627.62  (feet) COMP
 KN0277  MODELED GRAVITY -    979,541.4   (mgal)                       NAVD 88
 KN0277
 KN0277  VERT ORDER      -  SECOND    CLASS 0
 KN0277
 KN0277.The horizontal coordinates were scaled from a map and have
 KN0277.an estimated accuracy of +/- 6 seconds.
 KN0277
 KN0277.The orthometric height was determined by differential leveling and
 KN0277.adjusted by the NATIONAL GEODETIC SURVEY
 KN0277.in June 1991.
 KN0277
 KN0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0277.GEOID18 height accuracy estimate available here.
 KN0277
 KN0277.Click photographs - Photos may exist for this station.
 KN0277
 KN0277.The dynamic height is computed by dividing the NAVD 88
 KN0277.geopotential number by the normal gravity value computed on the
 KN0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0277.degrees latitude (g = 980.6199 gals.).
 KN0277
 KN0277.The modeled gravity was interpolated from observed gravity values.
 KN0277
 KN0277;                    North         East    Units  Estimated Accuracy
 KN0277;SPC UT C     - 2,112,780.      493,150.      MT  (+/- 180 meters Scaled)
 KN0277
 KN0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ500556(NAD 83)
 KN0277
 KN0277                          SUPERSEDED SURVEY CONTROL
 KN0277
 KN0277  NGVD 29 (??/??/92) 1715.887  (m)         5629.54   (f) ADJ UNCH    2 0
 KN0277
 KN0277.Superseded values are not recommended for survey control.
 KN0277
 KN0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0277.See file dsdata.pdf to determine how the superseded data were derived.
 KN0277
 KN0277_MARKER: DB = BENCH MARK DISK
 KN0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0277_STAMPING: X 41 1934
 KN0277_MARK LOGO: CGS
 KN0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0277+STABILITY: SURFACE MOTION
 KN0277
 KN0277  HISTORY     - Date     Condition        Report By
 KN0277  HISTORY     - 1934     MONUMENTED       CGS
 KN0277
 KN0277                          STATION DESCRIPTION
 KN0277
 KN0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0277'1.4 MI E FROM EPHRAIM.
 KN0277'ABOUT 1.4 MILES EAST ALONG STATE HIGHWAY 29 FROM THE BANK OF EPHRAIM
 KN0277'AT EPHRAIM, SANPETE COUNTY, AT THE SOUTH EDGE OF THE TOWN, ABOUT 0.1
 KN0277'MILE NORTH OF A FARMHOUSE, 24 FEET EAST OF THE CENTER LINE OF THE
 KN0277'HIGHWAY, AND IN THE RIGHT-OF-WAY LINE.  A STANDARD DISK, STAMPED X 41
 KN0277'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0187 ***********************************************************************
 KN0187  DESIGNATION -  X 42
 KN0187  PID         -  KN0187
 KN0187  STATE/COUNTY-  UT/SANPETE
 KN0187  COUNTRY     -  US
 KN0187  USGS QUAD   -  MOUNT PLEASANT (2017)
 KN0187
 KN0187                         *CURRENT SURVEY CONTROL
 KN0187  ______________________________________________________________________
 KN0187* NAD 83(1986) POSITION- 39 31 09.     (N) 111 29 17.     (W)   SCALED
 KN0187* NAVD 88 ORTHO HEIGHT -  1755.310 (meters)     5758.88  (feet) ADJUSTED
 KN0187  ______________________________________________________________________
 KN0187  GEOID HEIGHT    -        -17.142 (meters)                     GEOID18
 KN0187  DYNAMIC HEIGHT  -       1753.528 (meters)     5753.03  (feet) COMP
 KN0187  MODELED GRAVITY -    979,550.1   (mgal)                       NAVD 88
 KN0187
 KN0187  VERT ORDER      -  SECOND    CLASS 0
 KN0187
 KN0187.The horizontal coordinates were scaled from a map and have
 KN0187.an estimated accuracy of +/- 6 seconds.
 KN0187
 KN0187.The orthometric height was determined by differential leveling and
 KN0187.adjusted by the NATIONAL GEODETIC SURVEY
 KN0187.in June 1991.
 KN0187
 KN0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0187.GEOID18 height accuracy estimate available here.
 KN0187
 KN0187.Click photographs - Photos may exist for this station.
 KN0187
 KN0187.The dynamic height is computed by dividing the NAVD 88
 KN0187.geopotential number by the normal gravity value computed on the
 KN0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0187.degrees latitude (g = 980.6199 gals.).
 KN0187
 KN0187.The modeled gravity was interpolated from observed gravity values.
 KN0187
 KN0187;                    North         East    Units  Estimated Accuracy
 KN0187;SPC UT C     - 2,131,650.      501,030.      MT  (+/- 180 meters Scaled)
 KN0187
 KN0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ580745(NAD 83)
 KN0187
 KN0187                          SUPERSEDED SURVEY CONTROL
 KN0187
 KN0187  NGVD 29 (??/??/92) 1754.153  (m)         5755.08   (f) ADJ UNCH    2 0
 KN0187
 KN0187.Superseded values are not recommended for survey control.
 KN0187
 KN0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0187.See file dsdata.pdf to determine how the superseded data were derived.
 KN0187
 KN0187_MARKER: DB = BENCH MARK DISK
 KN0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0187_STAMPING: X 42 1934
 KN0187_MARK LOGO: CGS
 KN0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0187+STABILITY: SURFACE MOTION
 KN0187
 KN0187  HISTORY     - Date     Condition        Report By
 KN0187  HISTORY     - 1934     MONUMENTED       CGS
 KN0187
 KN0187                          STATION DESCRIPTION
 KN0187
 KN0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0187'3.1 MI N FROM SPRING CITY.
 KN0187'ABOUT 3.1 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KN0187'FROM THE STATION AT SPRING CITY, SANPETE COUNTY, ABOUT 15 RAILS NORTH
 KN0187'OF MILEPOST 41, NEAR A CROSSING, 45 FEET EAST OF THE TRACK, AND IN
 KN0187'LINE WITH THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED X 42 1934
 KN0187'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0291 ***********************************************************************
 KN0291  DESIGNATION -  X 43
 KN0291  PID         -  KN0291
 KN0291  STATE/COUNTY-  UT/SANPETE
 KN0291  COUNTRY     -  US
 KN0291  USGS QUAD   -  MORONI (2017)
 KN0291
 KN0291                         *CURRENT SURVEY CONTROL
 KN0291  ______________________________________________________________________
 KN0291* NAD 83(1986) POSITION- 39 31 21.94   (N) 111 35 29.00   (W)   HD_HELD1
 KN0291* NAVD 88 ORTHO HEIGHT -  1683.577 (meters)     5523.54  (feet) ADJUSTED
 KN0291  ______________________________________________________________________
 KN0291  GEOID HEIGHT    -        -17.512 (meters)                     GEOID18
 KN0291  DYNAMIC HEIGHT  -       1681.877 (meters)     5517.96  (feet) COMP
 KN0291  MODELED GRAVITY -    979,558.6   (mgal)                       NAVD 88
 KN0291
 KN0291  VERT ORDER      -  SECOND    CLASS 0
 KN0291
 KN0291.The horizontal coordinates were determined by differentially corrected
 KN0291.hand held GPS observations or other comparable positioning techniques
 KN0291.and have an estimated accuracy of +/- 3 meters.
 KN0291
 KN0291.The orthometric height was determined by differential leveling and
 KN0291.adjusted by the NATIONAL GEODETIC SURVEY
 KN0291.in June 1991.
 KN0291
 KN0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0291.GEOID18 height accuracy estimate available here.
 KN0291
 KN0291.Click photographs - Photos may exist for this station.
 KN0291
 KN0291.The dynamic height is computed by dividing the NAVD 88
 KN0291.geopotential number by the normal gravity value computed on the
 KN0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0291.degrees latitude (g = 980.6199 gals.).
 KN0291
 KN0291.The modeled gravity was interpolated from observed gravity values.
 KN0291
 KN0291;                    North         East    Units  Estimated Accuracy
 KN0291;SPC UT C     - 2,132,052.7     492,142.6     MT  (+/- 3 meters HH1 GPS) 
 KN0291
 KN0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ4916974957(NAD 83)
 KN0291
 KN0291                          SUPERSEDED SURVEY CONTROL
 KN0291
 KN0291  NGVD 29 (??/??/92) 1682.383  (m)         5519.62   (f) ADJ UNCH    2 0
 KN0291
 KN0291.Superseded values are not recommended for survey control.
 KN0291
 KN0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0291.See file dsdata.pdf to determine how the superseded data were derived.
 KN0291
 KN0291_MARKER: DB = BENCH MARK DISK
 KN0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0291_STAMPING: X 43 1934
 KN0291_MARK LOGO: CGS
 KN0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0291+STABILITY: SURFACE MOTION
 KN0291
 KN0291  HISTORY     - Date     Condition        Report By
 KN0291  HISTORY     - 1934     MONUMENTED       CGS
 KN0291
 KN0291                          STATION DESCRIPTION
 KN0291
 KN0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0291'IN MORONI.
 KN0291'AT MORONI, SANPETE COUNTY, ABOUT 3 RAILS SOUTH OF THE SOUTH END OF THE
 KN0291'DENVER AND RIO GRANDE WESTERN RAILROAD STATION, 21 FEET WEST OF THE
 KN0291'CENTER LINE OF THE TRACK, 6 FEET EAST OF THE RIGHT-OF-WAY LINE, AND IN
 KN0291'LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED X 43 1934 AND SET
 KN0291'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0287 ***********************************************************************
 KN0287  DESIGNATION -  X 44
 KN0287  PID         -  KN0287
 KN0287  STATE/COUNTY-  UT/JUAB
 KN0287  COUNTRY     -  US
 KN0287  USGS QUAD   -  SKINNER PEAKS (2017)
 KN0287
 KN0287                         *CURRENT SURVEY CONTROL
 KN0287  ______________________________________________________________________
 KN0287* NAD 83(1986) POSITION- 39 29 11.87   (N) 111 58 46.82   (W)   HD_HELD1
 KN0287* NAVD 88 ORTHO HEIGHT -  1536.720 (meters)     5041.72  (feet) ADJUSTED
 KN0287  ______________________________________________________________________
 KN0287  GEOID HEIGHT    -        -18.201 (meters)                     GEOID18
 KN0287  DYNAMIC HEIGHT  -       1535.258 (meters)     5036.93  (feet) COMP
 KN0287  MODELED GRAVITY -    979,621.7   (mgal)                       NAVD 88
 KN0287
 KN0287  VERT ORDER      -  SECOND    CLASS 0
 KN0287
 KN0287.The horizontal coordinates were determined by differentially corrected
 KN0287.hand held GPS observations or other comparable positioning techniques
 KN0287.and have an estimated accuracy of +/- 3 meters.
 KN0287
 KN0287.The orthometric height was determined by differential leveling and
 KN0287.adjusted by the NATIONAL GEODETIC SURVEY
 KN0287.in June 1991.
 KN0287
 KN0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0287.GEOID18 height accuracy estimate available here.
 KN0287
 KN0287.Click photographs - Photos may exist for this station.
 KN0287
 KN0287.The dynamic height is computed by dividing the NAVD 88
 KN0287.geopotential number by the normal gravity value computed on the
 KN0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0287.degrees latitude (g = 980.6199 gals.).
 KN0287
 KN0287.The modeled gravity was interpolated from observed gravity values.
 KN0287
 KN0287;                    North         East    Units  Estimated Accuracy
 KN0287;SPC UT C     - 2,128,148.2     458,737.5     MT  (+/- 3 meters HH1 GPS) 
 KN0287
 KN0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ1575171238(NAD 83)
 KN0287
 KN0287                          SUPERSEDED SURVEY CONTROL
 KN0287
 KN0287  NGVD 29 (??/??/92) 1535.552  (m)         5037.89   (f) ADJ UNCH    2 0
 KN0287
 KN0287.Superseded values are not recommended for survey control.
 KN0287
 KN0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0287.See file dsdata.pdf to determine how the superseded data were derived.
 KN0287
 KN0287_MARKER: DB = BENCH MARK DISK
 KN0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0287_STAMPING: X 44 1934
 KN0287_MARK LOGO: CGS
 KN0287_PROJECTION: PROJECTING 15 CENTIMETERS
 KN0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0287+STABILITY: SURFACE MOTION
 KN0287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0287+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2020
 KN0287
 KN0287  HISTORY     - Date     Condition        Report By
 KN0287  HISTORY     - 1934     MONUMENTED       CGS
 KN0287  HISTORY     - 1965     GOOD             USGS
 KN0287  HISTORY     - 20101210 GOOD             GEOCAC
 KN0287  HISTORY     - 20200123 GOOD             INDIV
 KN0287
 KN0287                          STATION DESCRIPTION
 KN0287
 KN0287'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 KN0287'3.4 MI E FROM MILLS.
 KN0287'ABOUT 3.4 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE WATER
 KN0287'TANK AT MILLS, JUAB COUNTY, ABOUT TEN FEET NORTH AND EIGHT FEET EAST
 KN0287'OF MILE POST 693, AND ABOUT 35 FEET SOUTH OF PAVED ROAD LEADING TO
 KN0287'MILLS.  A STANDARD DISK, STAMPED X 44 1934 AND SET IN THE TOP OF A
 KN0287'CONCRETE POST.
 KN0287
 KN0287                          STATION RECOVERY (2010)
 KN0287
 KN0287'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 KN0287'MARK IS 12 FT NNE OF RR MILE POST P693 AND THREE FT SW OF WHERE THE
 KN0287'ROW FENCE TERMINATES.
 KN0287
 KN0287                          STATION RECOVERY (2020)
 KN0287
 KN0287'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 KN0287'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0159 ***********************************************************************
 KO0159  DESIGNATION -  X 45
 KO0159  PID         -  KO0159
 KO0159  STATE/COUNTY-  UT/MILLARD
 KO0159  COUNTRY     -  US
 KO0159  USGS QUAD   -  DUGGINS CREEK (2017)
 KO0159
 KO0159                         *CURRENT SURVEY CONTROL
 KO0159  ______________________________________________________________________
 KO0159* NAD 83(1986) POSITION- 39 08 40.     (N) 112 21 29.     (W)   SCALED
 KO0159* NAVD 88 ORTHO HEIGHT -  1457.854 (meters)     4782.98  (feet) ADJUSTED
 KO0159  ______________________________________________________________________
 KO0159  GEOID HEIGHT    -        -18.878 (meters)                     GEOID18
 KO0159  DYNAMIC HEIGHT  -       1456.496 (meters)     4778.52  (feet) COMP
 KO0159  MODELED GRAVITY -    979,644.6   (mgal)                       NAVD 88
 KO0159
 KO0159  VERT ORDER      -  SECOND    CLASS 0
 KO0159
 KO0159.The horizontal coordinates were scaled from a map and have
 KO0159.an estimated accuracy of +/- 6 seconds.
 KO0159
 KO0159.The orthometric height was determined by differential leveling and
 KO0159.adjusted by the NATIONAL GEODETIC SURVEY
 KO0159.in June 1991.
 KO0159
 KO0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0159.GEOID18 height accuracy estimate available here.
 KO0159
 KO0159.Click photographs - Photos may exist for this station.
 KO0159
 KO0159.The dynamic height is computed by dividing the NAVD 88
 KO0159.geopotential number by the normal gravity value computed on the
 KO0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0159.degrees latitude (g = 980.6199 gals.).
 KO0159
 KO0159.The modeled gravity was interpolated from observed gravity values.
 KO0159
 KO0159;                    North         East    Units  Estimated Accuracy
 KO0159;SPC UT C     - 2,090,410.      425,820.      MT  (+/- 180 meters Scaled)
 KO0159
 KO0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ826336(NAD 83)
 KO0159
 KO0159                          SUPERSEDED SURVEY CONTROL
 KO0159
 KO0159  NGVD 29 (??/??/92) 1456.775  (m)         4779.44   (f) ADJ UNCH    2 0
 KO0159
 KO0159.Superseded values are not recommended for survey control.
 KO0159
 KO0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0159.See file dsdata.pdf to determine how the superseded data were derived.
 KO0159
 KO0159_MARKER: DB = BENCH MARK DISK
 KO0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0159_STAMPING: X 45 1934
 KO0159_MARK LOGO: CGS
 KO0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0159+STABILITY: SURFACE MOTION
 KO0159
 KO0159  HISTORY     - Date     Condition        Report By
 KO0159  HISTORY     - 1934     MONUMENTED       CGS
 KO0159
 KO0159                          STATION DESCRIPTION
 KO0159
 KO0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0159'13.8 MI NW FROM FILLMORE.
 KO0159'ABOUT 13.8 MILES NORTHWEST ALONG THE LOS ANGELES AND SALT LAKE
 KO0159'RAILROAD FROM THE COURTHOUSE AT FILLMORE, MILLARD COUNTY, AT MILEPOST
 KO0159'20, ABOUT 1/4 MILE WEST OF A ROW OF POWER-TRANSMISSION LINE POLES, 27
 KO0159'FEET EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN
 KO0159'THE TRACK.  A STANDARD DISK, STAMPED X 45 1934 AND SET IN THE TOP OF A
 KO0159'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0243 ***********************************************************************
 JN0243  DESIGNATION -  X 46
 JN0243  PID         -  JN0243
 JN0243  STATE/COUNTY-  UT/PIUTE
 JN0243  COUNTRY     -  US
 JN0243  USGS QUAD   -  PARKER KNOLL (2017)
 JN0243
 JN0243                         *CURRENT SURVEY CONTROL
 JN0243  ______________________________________________________________________
 JN0243* NAD 83(1986) POSITION- 38 22 26.2    (N) 111 56 21.6    (W)   HD_HELD2
 JN0243* NAVD 88 ORTHO HEIGHT -  2071.386 (meters)     6795.87  (feet) ADJUSTED
 JN0243  ______________________________________________________________________
 JN0243  GEOID HEIGHT    -        -18.235 (meters)                     GEOID18
 JN0243  DYNAMIC HEIGHT  -       2068.979 (meters)     6787.98  (feet) COMP
 JN0243  MODELED GRAVITY -    979,392.5   (mgal)                       NAVD 88
 JN0243
 JN0243  VERT ORDER      -  SECOND    CLASS 0
 JN0243
 JN0243.The horizontal coordinates were established by autonomous hand held GPS
 JN0243.observations and have an estimated accuracy of +/- 10 meters.
 JN0243
 JN0243.The orthometric height was determined by differential leveling and
 JN0243.adjusted by the NATIONAL GEODETIC SURVEY
 JN0243.in June 1991.
 JN0243
 JN0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0243.GEOID18 height accuracy estimate available here.
 JN0243
 JN0243.Click photographs - Photos may exist for this station.
 JN0243
 JN0243.The dynamic height is computed by dividing the NAVD 88
 JN0243.geopotential number by the normal gravity value computed on the
 JN0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0243.degrees latitude (g = 980.6199 gals.).
 JN0243
 JN0243.The modeled gravity was interpolated from observed gravity values.
 JN0243
 JN0243;                    North         East    Units  Estimated Accuracy
 JN0243;SPC UT S     - 3,189,576.      461,609.      MT  (+/- 10 meters HH2 GPS)
 JN0243
 JN0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH1794847723(NAD 83)
 JN0243
 JN0243                          SUPERSEDED SURVEY CONTROL
 JN0243
 JN0243  NGVD 29 (??/??/92) 2070.102  (m)         6791.66   (f) ADJ UNCH    2 0
 JN0243
 JN0243.Superseded values are not recommended for survey control.
 JN0243
 JN0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0243.See file dsdata.pdf to determine how the superseded data were derived.
 JN0243
 JN0243_MARKER: DB = BENCH MARK DISK
 JN0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0243_STAMPING: X 46 1934
 JN0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0243+STABILITY: SURFACE MOTION
 JN0243
 JN0243  HISTORY     - Date     Condition        Report By
 JN0243  HISTORY     - 1934     MONUMENTED       CGS
 JN0243  HISTORY     - 20101210 MARK NOT FOUND   GEOCAC
 JN0243
 JN0243                          STATION DESCRIPTION
 JN0243
 JN0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0243'10.5 MI S FROM KOOSHAREM.
 JN0243'IN PIUTE COUNTY, ABOUT 10.5 MILES SOUTH ALONG STATE HIGHWAY 62 FROM
 JN0243'THE SCHOOL BUILDING AT KOOSHAREM, SEVIER COUNTY, ALONG A FLAT VALLEY,
 JN0243'AT THE JUNCTION WITH A T-TRAIL LEADING EAST, 30 FEET SOUTH OF THE
 JN0243'TRAIL, AND 30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 JN0243'DISK, STAMPED X 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JN0243
 JN0243                          STATION RECOVERY (2010)
 JN0243
 JN0243'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 JN0243'BASE OF POST AND A FEW PIECES OF BROKEN CONCRETE WERE FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0005 ***********************************************************************
 HO0005  DESIGNATION -  X 47
 HO0005  PID         -  HO0005
 HO0005  STATE/COUNTY-  UT/GARFIELD
 HO0005  COUNTRY     -  US
 HO0005  USGS QUAD   -  FLAKE MOUNTAIN EAST (2017)
 HO0005
 HO0005                         *CURRENT SURVEY CONTROL
 HO0005  ______________________________________________________________________
 HO0005* NAD 83(1986) POSITION- 37 48 20.     (N) 112 01 15.     (W)   SCALED
 HO0005* NAVD 88 ORTHO HEIGHT -  2296.402 (meters)     7534.11  (feet) ADJUSTED
 HO0005  ______________________________________________________________________
 HO0005  GEOID HEIGHT    -        -19.459 (meters)                     GEOID18
 HO0005  DYNAMIC HEIGHT  -       2293.531 (meters)     7524.69  (feet) COMP
 HO0005  MODELED GRAVITY -    979,296.7   (mgal)                       NAVD 88
 HO0005
 HO0005  VERT ORDER      -  SECOND    CLASS 0
 HO0005
 HO0005.The horizontal coordinates were scaled from a map and have
 HO0005.an estimated accuracy of +/- 6 seconds.
 HO0005
 HO0005.The orthometric height was determined by differential leveling and
 HO0005.adjusted by the NATIONAL GEODETIC SURVEY
 HO0005.in June 1991.
 HO0005
 HO0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0005.GEOID18 height accuracy estimate available here.
 HO0005
 HO0005.Click photographs - Photos may exist for this station.
 HO0005
 HO0005.The dynamic height is computed by dividing the NAVD 88
 HO0005.geopotential number by the normal gravity value computed on the
 HO0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0005.degrees latitude (g = 980.6199 gals.).
 HO0005
 HO0005.The modeled gravity was interpolated from observed gravity values.
 HO0005
 HO0005;                    North         East    Units  Estimated Accuracy
 HO0005;SPC UT S     - 3,126,530.      454,140.      MT  (+/- 180 meters Scaled)
 HO0005
 HO0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG101847(NAD 83)
 HO0005
 HO0005                          SUPERSEDED SURVEY CONTROL
 HO0005
 HO0005  NGVD 29 (??/??/92) 2295.017  (m)         7529.57   (f) ADJ UNCH    2 0
 HO0005
 HO0005.Superseded values are not recommended for survey control.
 HO0005
 HO0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0005.See file dsdata.pdf to determine how the superseded data were derived.
 HO0005
 HO0005_MARKER: DB = BENCH MARK DISK
 HO0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0005_STAMPING: X 47 1963
 HO0005_MARK LOGO: CGS
 HO0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0005+STABILITY: SURFACE MOTION
 HO0005
 HO0005  HISTORY     - Date     Condition        Report By
 HO0005  HISTORY     - 1934     MONUMENTED       CGS
 HO0005  HISTORY     - 1963     GOOD             CGS
 HO0005
 HO0005                          STATION DESCRIPTION
 HO0005
 HO0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0005'29.6 MI NW FROM ESCALANTE.
 HO0005'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HO0005'AT ESCALANTE, THENCE 22.5 MILES NORTHWEST ALONG A DIRT ROAD, THENCE
 HO0005'2.25 MILES SOUTH ALONG STATE HIGHWAY 22, 0.65 MILES NORTH OF THE
 HO0005'INTERSECTION OF A GRAVELED ROAD EAST AND A DIRT ROAD WEST, AT THE
 HO0005'NORTH END OF A LONG CURVE, 0.15 MILE SOUTH OF A WOODEN BRIDGE, 32 FEET
 HO0005'WEST OF THE CENTER LINE OF THE HIGHWAY, 3.0 FEET WEST OF A WITNESS
 HO0005'POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 HO0005'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0294 ***********************************************************************
 JN0294  DESIGNATION -  X 48
 JN0294  PID         -  JN0294
 JN0294  STATE/COUNTY-  UT/SEVIER
 JN0294  COUNTRY     -  US
 JN0294  USGS QUAD   -  STEVES MOUNTAIN (2017)
 JN0294
 JN0294                         *CURRENT SURVEY CONTROL
 JN0294  ______________________________________________________________________
 JN0294* NAD 83(1986) POSITION- 38 54 23.     (N) 111 38 21.     (W)   SCALED
 JN0294* NAVD 88 ORTHO HEIGHT -  1916.384 (meters)     6287.34  (feet) ADJUSTED
 JN0294  ______________________________________________________________________
 JN0294  GEOID HEIGHT    -        -17.448 (meters)                     GEOID18
 JN0294  DYNAMIC HEIGHT  -       1914.314 (meters)     6280.55  (feet) COMP
 JN0294  MODELED GRAVITY -    979,479.0   (mgal)                       NAVD 88
 JN0294
 JN0294  VERT ORDER      -  SECOND    CLASS 0
 JN0294
 JN0294.The horizontal coordinates were scaled from a map and have
 JN0294.an estimated accuracy of +/- 6 seconds.
 JN0294
 JN0294.The orthometric height was determined by differential leveling and
 JN0294.adjusted by the NATIONAL GEODETIC SURVEY
 JN0294.in June 1991.
 JN0294
 JN0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0294.GEOID18 height accuracy estimate available here.
 JN0294
 JN0294.Click photographs - Photos may exist for this station.
 JN0294
 JN0294.The dynamic height is computed by dividing the NAVD 88
 JN0294.geopotential number by the normal gravity value computed on the
 JN0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0294.degrees latitude (g = 980.6199 gals.).
 JN0294
 JN0294.The modeled gravity was interpolated from observed gravity values.
 JN0294
 JN0294;                    North         East    Units  Estimated Accuracy
 JN0294;SPC UT C     - 2,063,630.      487,930.      MT  (+/- 180 meters Scaled)
 JN0294
 JN0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ445065(NAD 83)
 JN0294
 JN0294                          SUPERSEDED SURVEY CONTROL
 JN0294
 JN0294  NGVD 29 (??/??/92) 1915.139  (m)         6283.25   (f) ADJ UNCH    2 0
 JN0294
 JN0294.Superseded values are not recommended for survey control.
 JN0294
 JN0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0294.See file dsdata.pdf to determine how the superseded data were derived.
 JN0294
 JN0294_MARKER: DB = BENCH MARK DISK
 JN0294_SETTING: 66 = SET IN ROCK OUTCROP
 JN0294_STAMPING: X 48 1934
 JN0294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0294+STABILITY: POSITION/ELEVATION WELL
 JN0294
 JN0294  HISTORY     - Date     Condition        Report By
 JN0294  HISTORY     - 1934     MONUMENTED       CGS
 JN0294  HISTORY     - 1966     GOOD             USGS
 JN0294
 JN0294                          STATION DESCRIPTION
 JN0294
 JN0294'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 JN0294'15.3 MI E FROM SALINA.
 JN0294'14.6 MILES EAST ALONG STATE HIGHWAY 10 FROM THE DENVER AND RIO GRANDE
 JN0294'WESTERN RAILROAD STATION AT SALINA, IN A VERY ROCKY AND NARROW CANYON
 JN0294'ON THE OPPOSITE SIDE OF THE ROAD FROM AN ABANDONED RAILROAD TUNNEL
 JN0294'THROUGH WHICH SALINA CREEK FLOWS, ABOUT 450 FEET NORTH OF THE HIGHWAY,
 JN0294'SOUTH OF A HIGH ROCK CLIFF IN THE TOP OF A SANDSTONE BOULDER, ABOUT 30
 JN0294'INCHES HIGHER THAN AN OLD ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0278 ***********************************************************************
 JN0278  DESIGNATION -  X 50
 JN0278  PID         -  JN0278
 JN0278  STATE/COUNTY-  UT/SEVIER
 JN0278  COUNTRY     -  US
 JN0278  USGS QUAD   -  AURORA (2017)
 JN0278
 JN0278                         *CURRENT SURVEY CONTROL
 JN0278  ______________________________________________________________________
 JN0278* NAD 83(1986) POSITION- 38 57 40.72   (N) 111 54 52.34   (W)   HD_HELD1
 JN0278* NAVD 88 ORTHO HEIGHT -  1605.088 (meters)     5266.03  (feet) ADJUSTED
 JN0278  ______________________________________________________________________
 JN0278  GEOID HEIGHT    -        -18.706 (meters)                     GEOID18
 JN0278  DYNAMIC HEIGHT  -       1603.406 (meters)     5260.51  (feet) COMP
 JN0278  MODELED GRAVITY -    979,524.4   (mgal)                       NAVD 88
 JN0278
 JN0278  VERT ORDER      -  SECOND    CLASS 0
 JN0278
 JN0278.The horizontal coordinates were determined by differentially corrected
 JN0278.hand held GPS observations or other comparable positioning techniques
 JN0278.and have an estimated accuracy of +/- 3 meters.
 JN0278
 JN0278.The orthometric height was determined by differential leveling and
 JN0278.adjusted by the NATIONAL GEODETIC SURVEY
 JN0278.in June 1991.
 JN0278
 JN0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0278.GEOID18 height accuracy estimate available here.
 JN0278
 JN0278.Click photographs - Photos may exist for this station.
 JN0278
 JN0278.The dynamic height is computed by dividing the NAVD 88
 JN0278.geopotential number by the normal gravity value computed on the
 JN0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0278.degrees latitude (g = 980.6199 gals.).
 JN0278
 JN0278.The modeled gravity was interpolated from observed gravity values.
 JN0278
 JN0278;                    North         East    Units  Estimated Accuracy
 JN0278;SPC UT C     - 2,069,802.4     464,070.1     MT  (+/- 3 meters HH1 GPS) 
 JN0278
 JN0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ2076412880(NAD 83)
 JN0278
 JN0278                          SUPERSEDED SURVEY CONTROL
 JN0278
 JN0278  NGVD 29 (??/??/92) 1603.887  (m)         5262.09   (f) ADJ UNCH    2 0
 JN0278
 JN0278.Superseded values are not recommended for survey control.
 JN0278
 JN0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0278.See file dsdata.pdf to determine how the superseded data were derived.
 JN0278
 JN0278_MARKER: DB = BENCH MARK DISK
 JN0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0278_STAMPING: X 50 1934
 JN0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0278+STABILITY: SURFACE MOTION
 JN0278
 JN0278  HISTORY     - Date     Condition        Report By
 JN0278  HISTORY     - 1934     MONUMENTED       CGS
 JN0278
 JN0278                          STATION DESCRIPTION
 JN0278
 JN0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0278'3.0 MI NW FROM SALINA.
 JN0278'ABOUT 3.0 MILES NORTHWEST ALONG U.S. HIGHWAY 89 AND STATE HIGHWAY 63
 JN0278'FROM THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION AT SALINA,
 JN0278'SEVIER COUNTY, ABOUT 1/2 MILE WEST OF A HOUSE NEAR A T IN THE HIGHWAY,
 JN0278'21 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 2 FEET NORTH OF A
 JN0278'SOUTH PROPERTY LINE.  A STANDARD DISK, STAMPED X 50 1934 AND SET IN
 JN0278'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0121 ***********************************************************************
 KN0121  DESIGNATION -  X 51
 KN0121  PID         -  KN0121
 KN0121  STATE/COUNTY-  UT/CARBON
 KN0121  COUNTRY     -  US
 KN0121  USGS QUAD   -  PINE CANYON (2017)
 KN0121
 KN0121                         *CURRENT SURVEY CONTROL
 KN0121  ______________________________________________________________________
 KN0121* NAD 83(1986) POSITION- 39 42 53.     (N) 110 36 28.     (W)   SCALED
 KN0121* NAVD 88 ORTHO HEIGHT -  2108.225 (meters)     6916.73  (feet) ADJUSTED
 KN0121  ______________________________________________________________________
 KN0121  GEOID HEIGHT    -        -16.504 (meters)                     GEOID18
 KN0121  DYNAMIC HEIGHT  -       2106.023 (meters)     6909.51  (feet) COMP
 KN0121  MODELED GRAVITY -    979,506.3   (mgal)                       NAVD 88
 KN0121
 KN0121  VERT ORDER      -  SECOND    CLASS 0
 KN0121
 KN0121.The horizontal coordinates were scaled from a map and have
 KN0121.an estimated accuracy of +/- 6 seconds.
 KN0121
 KN0121.The orthometric height was determined by differential leveling and
 KN0121.adjusted by the NATIONAL GEODETIC SURVEY
 KN0121.in June 1991.
 KN0121
 KN0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0121.GEOID18 height accuracy estimate available here.
 KN0121
 KN0121.Click photographs - Photos may exist for this station.
 KN0121
 KN0121.The dynamic height is computed by dividing the NAVD 88
 KN0121.geopotential number by the normal gravity value computed on the
 KN0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0121.degrees latitude (g = 980.6199 gals.).
 KN0121
 KN0121.The modeled gravity was interpolated from observed gravity values.
 KN0121
 KN0121;                    North         East    Units  Estimated Accuracy
 KN0121;SPC UT C     - 2,153,740.      576,500.      MT  (+/- 180 meters Scaled)
 KN0121
 KN0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ336961(NAD 83)
 KN0121
 KN0121                          SUPERSEDED SURVEY CONTROL
 KN0121
 KN0121  NGVD 29 (??/??/92) 2106.990  (m)         6912.68   (f) ADJ UNCH    2 0
 KN0121
 KN0121.Superseded values are not recommended for survey control.
 KN0121
 KN0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0121.See file dsdata.pdf to determine how the superseded data were derived.
 KN0121
 KN0121_MARKER: DB = BENCH MARK DISK
 KN0121_SETTING: 80 = SET IN A BOULDER
 KN0121_STAMPING: X 51 1934
 KN0121_MARK LOGO: CGS
 KN0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0121+STABILITY: SURFACE MOTION
 KN0121
 KN0121  HISTORY     - Date     Condition        Report By
 KN0121  HISTORY     - 1934     MONUMENTED       CGS
 KN0121
 KN0121                          STATION DESCRIPTION
 KN0121
 KN0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0121'3.9 MI E FROM WELLINGTON.
 KN0121'ABOUT 3.9 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE DENVER AND RIO
 KN0121'GRANDE WESTERN RAILROAD STATION AT WELLINGTON, CARBON COUNTY, THENCE
 KN0121'ABOUT 11.9 MILES NORTHEAST ALONG STATE HIGHWAY 53.  ABOUT 1.1 MILES
 KN0121'NORTH OF THE NINE MILE COAL MINE, AT THE MOUTH OF A DRAW, NEAR A
 KN0121'WOODEN CULVERT, 20 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND IN
 KN0121'THE TOP OF A SANDSTONE BOULDER.  A STANDARD DISK, STAMPED X 51 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0010 ***********************************************************************
 LO0010  DESIGNATION -  X 52
 LO0010  PID         -  LO0010
 LO0010  STATE/COUNTY-  UT/DUCHESNE
 LO0010  COUNTRY     -  US
 LO0010  USGS QUAD   -  MYTON (2017)
 LO0010
 LO0010                         *CURRENT SURVEY CONTROL
 LO0010  ______________________________________________________________________
 LO0010* NAD 83(1986) POSITION- 40 11 07.     (N) 110 05 43.     (W)   SCALED
 LO0010* NAVD 88 ORTHO HEIGHT -  1564.080 (meters)     5131.49  (feet) ADJUSTED
 LO0010  ______________________________________________________________________
 LO0010  GEOID HEIGHT    -        -17.767 (meters)                     GEOID18
 LO0010  DYNAMIC HEIGHT  -       1562.611 (meters)     5126.67  (feet) COMP
 LO0010  MODELED GRAVITY -    979,632.4   (mgal)                       NAVD 88
 LO0010
 LO0010  VERT ORDER      -  FIRST     CLASS II
 LO0010
 LO0010.The horizontal coordinates were scaled from a map and have
 LO0010.an estimated accuracy of +/- 6 seconds.
 LO0010
 LO0010.The orthometric height was determined by differential leveling and
 LO0010.adjusted by the NATIONAL GEODETIC SURVEY
 LO0010.in June 1991.
 LO0010
 LO0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0010.GEOID18 height accuracy estimate available here.
 LO0010
 LO0010.Click photographs - Photos may exist for this station.
 LO0010
 LO0010.The dynamic height is computed by dividing the NAVD 88
 LO0010.geopotential number by the normal gravity value computed on the
 LO0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0010.degrees latitude (g = 980.6199 gals.).
 LO0010
 LO0010.The modeled gravity was interpolated from observed gravity values.
 LO0010
 LO0010;                    North         East    Units  Estimated Accuracy
 LO0010;SPC UT C     - 2,206,540.      619,620.      MT  (+/- 180 meters Scaled)
 LO0010
 LO0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK770487(NAD 83)
 LO0010
 LO0010                          SUPERSEDED SURVEY CONTROL
 LO0010
 LO0010  NGVD 29 (??/??/92) 1562.838  (m)         5127.41   (f) ADJ UNCH    1 2
 LO0010
 LO0010.Superseded values are not recommended for survey control.
 LO0010
 LO0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0010.See file dsdata.pdf to determine how the superseded data were derived.
 LO0010
 LO0010_MARKER: DB = BENCH MARK DISK
 LO0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0010_STAMPING: X 52 1934
 LO0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0010+STABILITY: SURFACE MOTION
 LO0010
 LO0010  HISTORY     - Date     Condition        Report By
 LO0010  HISTORY     - 1934     MONUMENTED       CGS
 LO0010  HISTORY     - 20020411 MARK NOT FOUND   NGS
 LO0010
 LO0010                          STATION DESCRIPTION
 LO0010
 LO0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0010'2.0 MI W FROM MYTON.
 LO0010'2.0 MILES WEST ALONG U.S. HIGHWAY 40 FROM MYTON, DUCHESNE COUNTY, 1.4
 LO0010'MILES WEST OF THE CITY WATER TOWER, AT THE INTERSECTION OF STATE
 LO0010'HIGHWAY 53, 20 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 53, AND
 LO0010'ABOUT 108 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 40.  A
 LO0010'STANDARD DISK, STAMPED X 52 1934 AND SET IN THE TOP OF A CONCRETE
 LO0010'POST.
 LO0010
 LO0010                          STATION RECOVERY (2002)
 LO0010
 LO0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 LO0010'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0011 ***********************************************************************
 LO0011  DESIGNATION -  X 52 RESET
 LO0011  PID         -  LO0011
 LO0011  STATE/COUNTY-  UT/DUCHESNE
 LO0011  COUNTRY     -  US
 LO0011  USGS QUAD   -  MYTON (2017)
 LO0011
 LO0011                         *CURRENT SURVEY CONTROL
 LO0011  ______________________________________________________________________
 LO0011* NAD 83(1986) POSITION- 40 11 11.     (N) 110 05 42.     (W)   SCALED
 LO0011* NAVD 88 ORTHO HEIGHT -  1563.86  (+/-2cm)     5130.8   (feet) VERTCON3
 LO0011  ______________________________________________________________________
 LO0011  GEOID HEIGHT    -        -17.765 (meters)                     GEOID18
 LO0011  VERT ORDER      -  THIRD (See Below)
 LO0011
 LO0011.The horizontal coordinates were scaled from a map and have
 LO0011.an estimated accuracy of +/- 6 seconds.
 LO0011
 LO0011.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0011
 LO0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0011.GEOID18 height accuracy estimate available here.
 LO0011
 LO0011.The vertical order pertains to the NGVD 29 superseded value.
 LO0011
 LO0011.Click photographs - Photos may exist for this station.
 LO0011
 LO0011;                    North         East    Units  Estimated Accuracy
 LO0011;SPC UT C     - 2,206,670.      619,640.      MT  (+/- 180 meters Scaled)
 LO0011
 LO0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK770488(NAD 83)
 LO0011
 LO0011                          SUPERSEDED SURVEY CONTROL
 LO0011
 LO0011  NGVD 29 (07/25/12) 1562.62   (m)         5126.7    (f) RESET       3  
 LO0011
 LO0011.Superseded values are not recommended for survey control.
 LO0011
 LO0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0011.See file dsdata.pdf to determine how the superseded data were derived.
 LO0011
 LO0011_MARKER: DB = BENCH MARK DISK
 LO0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0011_STAMPING: X 52 RESET 1936
 LO0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0011+STABILITY: SURFACE MOTION
 LO0011
 LO0011  HISTORY     - Date     Condition        Report By
 LO0011  HISTORY     - 1936     MONUMENTED       CGS
 LO0011
 LO0011                          STATION DESCRIPTION
 LO0011
 LO0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 LO0011'1.4 MI W FROM MYTON.
 LO0011'1.4 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE CITY WATER TOWER AT
 LO0011'MYTON, DUCHESNE COUNTY, AT THE INTERSECTION OF STATE HIGHWAY 53, 277
 LO0011'FEET NORTHEAST OF BENCH MARK X 52, DESCRIBED ABOVE, AND AT THE NORTH
 LO0011'RIGHT-OF-WAY LINE OF U.S. HIGHWAY 40.  A STANDARD DISK, STAMPED X 52
 LO0011'RESET 1936 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0386 ***********************************************************************
 LO0386  DESIGNATION -  X 53
 LO0386  PID         -  LO0386
 LO0386  STATE/COUNTY-  UT/WASATCH
 LO0386  COUNTRY     -  US
 LO0386  USGS QUAD   -  STRAWBERRY RESERVOIR NW (2017)
 LO0386
 LO0386                         *CURRENT SURVEY CONTROL
 LO0386  ______________________________________________________________________
 LO0386* NAD 83(1986) POSITION- 40 14 37.     (N) 111 11 10.     (W)   SCALED
 LO0386* NAVD 88 ORTHO HEIGHT -  2325.138 (meters)     7628.39  (feet) ADJUSTED
 LO0386  ______________________________________________________________________
 LO0386  GEOID HEIGHT    -        -15.618 (meters)                     GEOID18
 LO0386  DYNAMIC HEIGHT  -       2322.674 (meters)     7620.31  (feet) COMP
 LO0386  MODELED GRAVITY -    979,482.1   (mgal)                       NAVD 88
 LO0386
 LO0386  VERT ORDER      -  SECOND    CLASS 0
 LO0386
 LO0386.The horizontal coordinates were scaled from a map and have
 LO0386.an estimated accuracy of +/- 6 seconds.
 LO0386
 LO0386.The orthometric height was determined by differential leveling and
 LO0386.adjusted by the NATIONAL GEODETIC SURVEY
 LO0386.in June 1991.
 LO0386
 LO0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0386.GEOID18 height accuracy estimate available here.
 LO0386
 LO0386.Click photographs - Photos may exist for this station.
 LO0386
 LO0386.The dynamic height is computed by dividing the NAVD 88
 LO0386.geopotential number by the normal gravity value computed on the
 LO0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0386.degrees latitude (g = 980.6199 gals.).
 LO0386
 LO0386.The modeled gravity was interpolated from observed gravity values.
 LO0386
 LO0386;                    North         East    Units  Estimated Accuracy
 LO0386;SPC UT C     - 2,212,130.      526,710.      MT  (+/- 180 meters Scaled)
 LO0386
 LO0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK841548(NAD 83)
 LO0386
 LO0386                          SUPERSEDED SURVEY CONTROL
 LO0386
 LO0386  NGVD 29 (??/??/92) 2323.729  (m)         7623.77   (f) ADJ UNCH    2 0
 LO0386
 LO0386.Superseded values are not recommended for survey control.
 LO0386
 LO0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0386.See file dsdata.pdf to determine how the superseded data were derived.
 LO0386
 LO0386_MARKER: DB = BENCH MARK DISK
 LO0386_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0386_SP_SET: CULVERT HEADWALL
 LO0386_STAMPING: X 53 1934
 LO0386_MARK LOGO: CGS
 LO0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0386+STABILITY: SURFACE MOTION
 LO0386
 LO0386  HISTORY     - Date     Condition        Report By
 LO0386  HISTORY     - 1934     MONUMENTED       CGS
 LO0386  HISTORY     - 1967     MARK NOT FOUND   CGS
 LO0386
 LO0386                          STATION DESCRIPTION
 LO0386
 LO0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0386'23.1 MI W FROM FRUITLAND.
 LO0386'IN WASATCH COUNTY, 23.1 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LO0386'OFFICE AT FRUITLAND, DUCHESNE COUNTY, ABOUT 1/2 MILE WEST OF THE ROAD
 LO0386'LEADING SOUTH TO THISTLE, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 LO0386'NORTH HEADWALL.  A STANDARD DISK, STAMPED X 53 1934.
 LO0386
 LO0386                          STATION RECOVERY (1967)
 LO0386
 LO0386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LO0386'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0489 ***********************************************************************
 LO0489  DESIGNATION -  X 54
 LO0489  PID         -  LO0489
 LO0489  STATE/COUNTY-  UT/UTAH
 LO0489  COUNTRY     -  US
 LO0489  USGS QUAD   -  SPANISH FORK (2017)
 LO0489
 LO0489                         *CURRENT SURVEY CONTROL
 LO0489  ______________________________________________________________________
 LO0489* NAD 83(1994) POSITION- 40 07 20.28018(N) 111 40 28.04454(W)   ADJUSTED
 LO0489* NAVD 88 ORTHO HEIGHT -  1388.697 (meters)     4556.08  (feet) ADJUSTED
 LO0489  ______________________________________________________________________
 LO0489  GEOID HEIGHT    -        -17.418 (meters)                     GEOID18
 LO0489  LAPLACE CORR    -          7.40  (seconds)                    DEFLEC18
 LO0489  DYNAMIC HEIGHT  -       1387.454 (meters)     4552.01  (feet) COMP
 LO0489  MODELED GRAVITY -    979,683.4   (mgal)                       NAVD 88
 LO0489
 LO0489  HORZ ORDER      -  SECOND
 LO0489  VERT ORDER      -  SECOND    CLASS 0
 LO0489
 LO0489.The horizontal coordinates were established by classical geodetic methods
 LO0489.and adjusted by the National Geodetic Survey in November 1997.
 LO0489
 LO0489.The orthometric height was determined by differential leveling and
 LO0489.adjusted by the NATIONAL GEODETIC SURVEY
 LO0489.in June 1991.
 LO0489
 LO0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0489.GEOID18 height accuracy estimate available here.
 LO0489
 LO0489.Click photographs - Photos may exist for this station.
 LO0489
 LO0489.The Laplace correction was computed from DEFLEC18 derived deflections.
 LO0489
 LO0489.The dynamic height is computed by dividing the NAVD 88
 LO0489.geopotential number by the normal gravity value computed on the
 LO0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0489.degrees latitude (g = 980.6199 gals.).
 LO0489
 LO0489.The modeled gravity was interpolated from observed gravity values.
 LO0489
 LO0489. The following values were computed from the NAD 83(1994) position.
 LO0489
 LO0489;                    North         East     Units Scale Factor Converg.
 LO0489;SPC UT C     - 2,198,624.263   485,130.399   MT  0.99991136   -0 06 42.3
 LO0489;SPC UT C     - 7,213,319.77  1,591,631.98   sFT  0.99991136   -0 06 42.3
 LO0489;UTM  12      - 4,441,549.451   442,531.182   MT  0.99964066   -0 26 04.7
 LO0489
 LO0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LO0489!SPC UT C     -   0.99978493  x   0.99991136  =   0.99969630
 LO0489!UTM  12      -   0.99978493  x   0.99964066  =   0.99942566
 LO0489
 LO0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK4253141549(NAD 83)
 LO0489
 LO0489                          SUPERSEDED SURVEY CONTROL
 LO0489
 LO0489  NAD 83(1993)-  40 07 20.28027(N)    111 40 28.04330(W) AD(       ) 2
 LO0489  NAD 83(1986)-  40 07 20.26929(N)    111 40 28.04029(W) AD(       ) 2
 LO0489  NAD 27      -  40 07 20.41900(N)    111 40 25.31500(W) AD(       ) 2
 LO0489  NGVD 29 (??/??/92) 1387.658  (m)         4552.67   (f) ADJ UNCH    2 0
 LO0489  NGVD 29            1387.66   (m)         4552.7    (f) LEVELING    3  
 LO0489
 LO0489.Superseded values are not recommended for survey control.
 LO0489
 LO0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0489.See file dsdata.pdf to determine how the superseded data were derived.
 LO0489
 LO0489_MARKER: DB = BENCH MARK DISK
 LO0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0489_STAMPING: X 54 1934
 LO0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0489+STABILITY: SURFACE MOTION
 LO0489
 LO0489  HISTORY     - Date     Condition        Report By
 LO0489  HISTORY     - 1934     MONUMENTED       CGS
 LO0489  HISTORY     - 19900215 MARK NOT FOUND   USGS
 LO0489
 LO0489                          STATION DESCRIPTION
 LO0489
 LO0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0489'0.4 MI SW FROM SPANISH FORK.
 LO0489'ABOUT 0.4 MILE SOUTHWEST ALONG THE LOS ANGELES AND SALT LAKE RAILROAD
 LO0489'FROM THE STATION AT SPANISH FORK, UTAH COUNTY, AT MILEPOST 744, 44
 LO0489'FEET NORTHWEST OF THE CENTER LINE OF THE TRACK, AND IN THE PROPERTY
 LO0489'FENCE LINE ALONG AN IRRIGATION DITCH.  A STANDARD DISK, STAMPED X 54
 LO0489'1934 AND SET IN THE TOP OF A CONCRETE POST.
 LO0489
 LO0489                          STATION RECOVERY (1990)
 LO0489
 LO0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (SB)
 LO0489'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0170 ***********************************************************************
 KO0170  DESIGNATION -  X 55
 KO0170  PID         -  KO0170
 KO0170  STATE/COUNTY-  UT/MILLARD
 KO0170  COUNTRY     -  US
 KO0170  USGS QUAD   -  SCIPIO NORTH (2017)
 KO0170
 KO0170                         *CURRENT SURVEY CONTROL
 KO0170  ______________________________________________________________________
 KO0170* NAD 83(1986) POSITION- 39 15 24.     (N) 112 06 14.     (W)   SCALED
 KO0170* NAVD 88 ORTHO HEIGHT -  1615.324 (meters)     5299.61  (feet) ADJUSTED
 KO0170  ______________________________________________________________________
 KO0170  GEOID HEIGHT    -        -18.223 (meters)                     GEOID18
 KO0170  DYNAMIC HEIGHT  -       1613.751 (meters)     5294.45  (feet) COMP
 KO0170  MODELED GRAVITY -    979,596.2   (mgal)                       NAVD 88
 KO0170
 KO0170  VERT ORDER      -  SECOND    CLASS 0
 KO0170
 KO0170.The horizontal coordinates were scaled from a map and have
 KO0170.an estimated accuracy of +/- 6 seconds.
 KO0170
 KO0170.The orthometric height was determined by differential leveling and
 KO0170.adjusted by the NATIONAL GEODETIC SURVEY
 KO0170.in June 1991.
 KO0170
 KO0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0170.GEOID18 height accuracy estimate available here.
 KO0170
 KO0170.Click photographs - Photos may exist for this station.
 KO0170
 KO0170.The dynamic height is computed by dividing the NAVD 88
 KO0170.geopotential number by the normal gravity value computed on the
 KO0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0170.degrees latitude (g = 980.6199 gals.).
 KO0170
 KO0170.The modeled gravity was interpolated from observed gravity values.
 KO0170
 KO0170;                    North         East    Units  Estimated Accuracy
 KO0170;SPC UT C     - 2,102,680.      447,880.      MT  (+/- 180 meters Scaled)
 KO0170
 KO0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ047458(NAD 83)
 KO0170
 KO0170                          SUPERSEDED SURVEY CONTROL
 KO0170
 KO0170  NGVD 29 (??/??/92) 1614.178  (m)         5295.85   (f) ADJ UNCH    2 0
 KO0170
 KO0170.Superseded values are not recommended for survey control.
 KO0170
 KO0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0170.See file dsdata.pdf to determine how the superseded data were derived.
 KO0170
 KO0170_MARKER: DB = BENCH MARK DISK
 KO0170_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KO0170_SP_SET: CULVERT
 KO0170_STAMPING: X 55 1934
 KO0170_MARK LOGO: CGS
 KO0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0170
 KO0170  HISTORY     - Date     Condition        Report By
 KO0170  HISTORY     - 1934     MONUMENTED       CGS
 KO0170
 KO0170                          STATION DESCRIPTION
 KO0170
 KO0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0170'IN SCIPIO.
 KO0170'AT THE NORTH EDGE OF SCIPIO, MILLARD COUNTY, ON U.S. HIGHWAY 91, ABOUT
 KO0170'2 POLES SOUTH OF AN ENTERING SCIPIO SIGNBOARD, AT A CONCRETE CULVERT,
 KO0170'AND IN THE TOP OF THE WEST HEAD WALL.  A STANDARD DISK, STAMPED X 55
 KO0170'1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0324 ***********************************************************************
 MR0324  DESIGNATION -  X 56
 MR0324  PID         -  MR0324
 MR0324  STATE/COUNTY-  UT/SUMMIT
 MR0324  COUNTRY     -  US
 MR0324  USGS QUAD   -  HENEFER (2017)
 MR0324
 MR0324                         *CURRENT SURVEY CONTROL
 MR0324  ______________________________________________________________________
 MR0324* NAD 83(1986) POSITION- 41 00 02.     (N) 111 23 31.     (W)   SCALED
 MR0324* NAVD 88 ORTHO HEIGHT -  1727.428 (meters)     5667.40  (feet) ADJUSTED
 MR0324  ______________________________________________________________________
 MR0324  GEOID HEIGHT    -        -15.888 (meters)                     GEOID18
 MR0324  DYNAMIC HEIGHT  -       1725.890 (meters)     5662.36  (feet) COMP
 MR0324  MODELED GRAVITY -    979,674.0   (mgal)                       NAVD 88
 MR0324
 MR0324  VERT ORDER      -  FIRST     CLASS II
 MR0324
 MR0324.The horizontal coordinates were scaled from a map and have
 MR0324.an estimated accuracy of +/- 6 seconds.
 MR0324
 MR0324.The orthometric height was determined by differential leveling and
 MR0324.adjusted by the NATIONAL GEODETIC SURVEY
 MR0324.in June 1991.
 MR0324
 MR0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0324.GEOID18 height accuracy estimate available here.
 MR0324
 MR0324.Click photographs - Photos may exist for this station.
 MR0324
 MR0324.The dynamic height is computed by dividing the NAVD 88
 MR0324.geopotential number by the normal gravity value computed on the
 MR0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0324.degrees latitude (g = 980.6199 gals.).
 MR0324
 MR0324.The modeled gravity was interpolated from observed gravity values.
 MR0324
 MR0324;                    North         East    Units  Estimated Accuracy
 MR0324;SPC UT N     - 1,074,100.      509,090.      MT  (+/- 180 meters Scaled)
 MR0324
 MR0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL670388(NAD 83)
 MR0324
 MR0324                          SUPERSEDED SURVEY CONTROL
 MR0324
 MR0324  NGVD 29 (??/??/92) 1726.117  (m)         5663.10   (f) SUPERSEDED  1 2
 MR0324  NGVD 29 (06/08/92) 1726.227  (m)         5663.46   (f) ADJUSTED    1 2
 MR0324
 MR0324.Superseded values are not recommended for survey control.
 MR0324
 MR0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0324.See file dsdata.pdf to determine how the superseded data were derived.
 MR0324
 MR0324_MARKER: DB = BENCH MARK DISK
 MR0324_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0324_SP_SET: ABUTMENT
 MR0324_STAMPING: X 56 1934
 MR0324_MARK LOGO: CGS
 MR0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0324
 MR0324  HISTORY     - Date     Condition        Report By
 MR0324  HISTORY     - 1934     MONUMENTED       CGS
 MR0324  HISTORY     - 1958     GOOD             CGS
 MR0324  HISTORY     - 1983     GOOD             NGS
 MR0324
 MR0324                          STATION DESCRIPTION
 MR0324
 MR0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0324'3.65 MI NE FROM ECHO.
 MR0324'ABOUT 3.65 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0324'STATION AT ECHO, 2 TELEPHONE POLES SOUTHWEST OF MILE POST 949, IN THE
 MR0324'TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF BRIDGE
 MR0324'NUMBER 949.06, 4 1/2 FEET NORTHWEST OF THE NEAR RAIL, AND ABOUT 2 FEET
 MR0324'BELOW THE TRACK.
 MR0324
 MR0324                          STATION RECOVERY (1983)
 MR0324
 MR0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0324'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0245 ***********************************************************************
 HO0245  DESIGNATION -  X 57
 HO0245  PID         -  HO0245
 HO0245  STATE/COUNTY-  UT/WASHINGTON
 HO0245  COUNTRY     -  US
 HO0245  USGS QUAD   -  CASTLE CLIFF (2017)
 HO0245
 HO0245                         *CURRENT SURVEY CONTROL
 HO0245  ______________________________________________________________________
 HO0245* NAD 83(1986) POSITION- 37 03 12.     (N) 113 53 41.     (W)   SCALED
 HO0245* NAVD 88 ORTHO HEIGHT -  1063.769 (meters)     3490.05  (feet) ADJUSTED
 HO0245  ______________________________________________________________________
 HO0245  GEOID HEIGHT    -        -24.979 (meters)                     GEOID18
 HO0245  DYNAMIC HEIGHT  -       1062.673 (meters)     3486.45  (feet) COMP
 HO0245  MODELED GRAVITY -    979,564.6   (mgal)                       NAVD 88
 HO0245
 HO0245  VERT ORDER      -  FIRST     CLASS II
 HO0245
 HO0245.The horizontal coordinates were scaled from a map and have
 HO0245.an estimated accuracy of +/- 6 seconds.
 HO0245
 HO0245.The orthometric height was determined by differential leveling and
 HO0245.adjusted by the NATIONAL GEODETIC SURVEY
 HO0245.in June 1991.
 HO0245
 HO0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0245.GEOID18 height accuracy estimate available here.
 HO0245
 HO0245.Click photographs - Photos may exist for this station.
 HO0245
 HO0245.The dynamic height is computed by dividing the NAVD 88
 HO0245.geopotential number by the normal gravity value computed on the
 HO0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0245.degrees latitude (g = 980.6199 gals.).
 HO0245
 HO0245.The modeled gravity was interpolated from observed gravity values.
 HO0245
 HO0245;                    North         East    Units  Estimated Accuracy
 HO0245;SPC UT S     - 3,045,640.      287,010.      MT  (+/- 180 meters Scaled)
 HO0245
 HO0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG425047(NAD 83)
 HO0245
 HO0245                          SUPERSEDED SURVEY CONTROL
 HO0245
 HO0245  NGVD 29 (??/??/92) 1062.973  (m)         3487.44   (f) ADJ UNCH    1 2
 HO0245
 HO0245.Superseded values are not recommended for survey control.
 HO0245
 HO0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0245.See file dsdata.pdf to determine how the superseded data were derived.
 HO0245
 HO0245_MARKER: DB = BENCH MARK DISK
 HO0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0245_STAMPING: X 57 1934
 HO0245_MARK LOGO: CGS
 HO0245_PROJECTION: PROJECTING 30 CENTIMETERS
 HO0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0245+STABILITY: SURFACE MOTION
 HO0245
 HO0245  HISTORY     - Date     Condition        Report By
 HO0245  HISTORY     - 1934     MONUMENTED       CGS
 HO0245  HISTORY     - 1982     GOOD             NGS
 HO0245
 HO0245                          STATION DESCRIPTION
 HO0245
 HO0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0245'25.3 MI W FROM ST GEORGE.
 HO0245'25.3 MILES WEST OF COURT HOUSE, ON U.S. HIGHWAY NO. 91.  3.7 MILES
 HO0245'NORTH OF ARIZONA AND UTAH STATE LINES.  1.0 MILE SOUTH OF CASTLE ROCK
 HO0245'CLIFF.  45 FEET EAST OF CENTER LINE OF HIGHWAY.  POST SET IN THE SIDE
 HO0245'OF A 12 FOOT CIRCLE OF ROCK AROUND A SIGN MARKED CASTLE ROCK CLIFF 1.0
 HO0245'MILE.  7.5 FEET SOUTH WEST OF SIGN BOARD.
 HO0245
 HO0245                          STATION RECOVERY (1982)
 HO0245
 HO0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0245'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 HO0245'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 HO0245'MESQUITE, THENCE 34.65 KM (21.65 MI) NORTHEAST ALONG OLD US HIGHWAY
 HO0245'91, 1.5 KM (0.95 MI) SOUTHWEST OF THE SOUTHWEST END OF CASTLE CLIFF,
 HO0245'0.3 KM (0.2 MI) SOUTHWEST OF MILEPOST 4, 0.2 KM (0.2 MI) NORTHEAST OF
 HO0245'THE NORTHEAST END OF A CURVE, 13.7 METERS (45 FT) SOUTHEAST OF THE
 HO0245'HIGHWAY CENTERLINE, 47.2 METERS (155 FT) NORTHWEST OF THE RIGHT OF WAY
 HO0245'FENCE.
 HO0245'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 HO0245'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0240 ***********************************************************************
 HO0240  DESIGNATION -  X 58
 HO0240  PID         -  HO0240
 HO0240  STATE/COUNTY-  UT/WASHINGTON
 HO0240  COUNTRY     -  US
 HO0240  USGS QUAD   -  HARRISBURG JUNCTION (2017)
 HO0240
 HO0240                         *CURRENT SURVEY CONTROL
 HO0240  ______________________________________________________________________
 HO0240* NAD 83(1986) POSITION- 37 13 08.     (N) 113 23 07.     (W)   SCALED
 HO0240* NAVD 88 ORTHO HEIGHT -   989.291 (meters)     3245.70  (feet) POSTED
 HO0240  ______________________________________________________________________
 HO0240  GEOID HEIGHT    -        -23.757 (meters)                     GEOID18
 HO0240  DYNAMIC HEIGHT  -        988.27  (meters)     3242.3   (feet) COMP
 HO0240  MODELED GRAVITY -    979,562.0   (mgal)                       NAVD 88
 HO0240
 HO0240  VERT ORDER      -  * POSTED, SEE BELOW
 HO0240
 HO0240.The horizontal coordinates were scaled from a map and have
 HO0240.an estimated accuracy of +/- 6 seconds.
 HO0240
 HO0240.The orthometric height was determined by differential leveling
 HO0240.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0240
 HO0240.* This is a POSTED BENCH MARK height.
 HO0240
 HO0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0240.GEOID18 height accuracy estimate available here.
 HO0240
 HO0240.Click photographs - Photos may exist for this station.
 HO0240
 HO0240.The dynamic height is computed by dividing the NAVD 88
 HO0240.geopotential number by the normal gravity value computed on the
 HO0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0240.degrees latitude (g = 980.6199 gals.).
 HO0240
 HO0240.The modeled gravity was interpolated from observed gravity values.
 HO0240
 HO0240;                    North         East    Units  Estimated Accuracy
 HO0240;SPC UT S     - 3,062,970.      332,680.      MT  (+/- 180 meters Scaled)
 HO0240
 HO0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG883218(NAD 83)
 HO0240
 HO0240                          SUPERSEDED SURVEY CONTROL
 HO0240
 HO0240  NGVD 29 (??/??/92)  988.385  (m)         3242.73   (f) ADJ UNCH    2 0
 HO0240
 HO0240.Superseded values are not recommended for survey control.
 HO0240
 HO0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0240.See file dsdata.pdf to determine how the superseded data were derived.
 HO0240
 HO0240_MARKER: DB = BENCH MARK DISK
 HO0240_SETTING: 66 = SET IN ROCK OUTCROP
 HO0240_STAMPING: X 58 1934
 HO0240_MARK LOGO: CGS
 HO0240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0240+STABILITY: POSITION/ELEVATION WELL
 HO0240
 HO0240  HISTORY     - Date     Condition        Report By
 HO0240  HISTORY     - 1934     MONUMENTED       CGS
 HO0240  HISTORY     - 1979     GOOD             USGS
 HO0240
 HO0240                          STATION DESCRIPTION
 HO0240
 HO0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0240'1.9 MI SW FROM LEEDS.
 HO0240'1.9 MILES SOUTH WEST OF POST OFFICE ALONG U.S. HIGHWAY NO. 91.  62 FT.
 HO0240'NORTH OF DIM ROAD BEARING TO THE SOUTH EAST.  50 FT. NORTH OF A 2 INCH
 HO0240'IRON PIPE HIGHWAY RIGHT OF WAY MARKER.  56 FT. EAST OF CENTER LINE OF
 HO0240'HIGHWAY.  SET IN PROMINENT BROWN SAND STONE OUT CROP.
 HO0240
 HO0240                          STATION RECOVERY (1979)
 HO0240
 HO0240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HO0240'0.8 MILE SW. OF MORMON CHURCH IN LEEDS. THENCE 0.9 MILE SW. ALONG OLD
 HO0240'HWY. 91 (RED CLIFFS RECREATION SITE RD.). 30 FT. NW. OF CENTERLINE OF
 HO0240'OLD HWY. ABOUT 40 FT. SE. OF INTERSTATE 15 BDY. FENCE. IN TOP OF
 HO0240'SANDSTONE OUTCROP ABOUT 2 FT. ABOVE OLD HWY. SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0438 ***********************************************************************
 MS0438  DESIGNATION -  X 59
 MS0438  PID         -  MS0438
 MS0438  STATE/COUNTY-  UT/BOX ELDER
 MS0438  COUNTRY     -  US
 MS0438  USGS QUAD   -  BUCK HOLLOW (2017)
 MS0438
 MS0438                         *CURRENT SURVEY CONTROL
 MS0438  ______________________________________________________________________
 MS0438* NAD 83(1986) POSITION- 41 52 43.     (N) 113 44 33.     (W)   SCALED
 MS0438* NAVD 88 ORTHO HEIGHT -  1805.386 (meters)     5923.17  (feet) ADJUSTED
 MS0438  ______________________________________________________________________
 MS0438  GEOID HEIGHT    -        -14.985 (meters)                     GEOID18
 MS0438  DYNAMIC HEIGHT  -       1803.992 (meters)     5918.60  (feet) COMP
 MS0438  MODELED GRAVITY -    979,786.1   (mgal)                       NAVD 88
 MS0438
 MS0438  VERT ORDER      -  FIRST     CLASS II
 MS0438
 MS0438.The horizontal coordinates were scaled from a map and have
 MS0438.an estimated accuracy of +/- 6 seconds.
 MS0438
 MS0438.The orthometric height was determined by differential leveling and
 MS0438.adjusted by the NATIONAL GEODETIC SURVEY
 MS0438.in June 1991.
 MS0438
 MS0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0438.GEOID18 height accuracy estimate available here.
 MS0438
 MS0438.Click photographs - Photos may exist for this station.
 MS0438
 MS0438.The dynamic height is computed by dividing the NAVD 88
 MS0438.geopotential number by the normal gravity value computed on the
 MS0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0438.degrees latitude (g = 980.6199 gals.).
 MS0438
 MS0438.The modeled gravity was interpolated from observed gravity values.
 MS0438
 MS0438;                    North         East    Units  Estimated Accuracy
 MS0438;SPC UT N     - 1,174,010.      313,870.      MT  (+/- 180 meters Scaled)
 MS0438
 MS0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM724399(NAD 83)
 MS0438
 MS0438                          SUPERSEDED SURVEY CONTROL
 MS0438
 MS0438  NGVD 29 (??/??/92) 1804.189  (m)         5919.24   (f) ADJ UNCH    1 2
 MS0438
 MS0438.Superseded values are not recommended for survey control.
 MS0438
 MS0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0438.See file dsdata.pdf to determine how the superseded data were derived.
 MS0438
 MS0438_MARKER: DB = BENCH MARK DISK
 MS0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0438_STAMPING: X 59 1934
 MS0438_MARK LOGO: CGS
 MS0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0438+STABILITY: SURFACE MOTION
 MS0438
 MS0438  HISTORY     - Date     Condition        Report By
 MS0438  HISTORY     - 1934     MONUMENTED       CGS
 MS0438  HISTORY     - 19851001 GOOD             USGS
 MS0438
 MS0438                          STATION DESCRIPTION
 MS0438
 MS0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0438'15.8 MI N FROM GROUSE CREEK.
 MS0438'15.8 MILES NORTH ALONG JUNCTION PASS AND OAKLEY ROADS FROM THE PUBLIC
 MS0438'SCHOOL AT GROUSE CREEK, BOX ELDER COUNTY, 0.1 MILE NORTH OF THE
 MS0438'JUNCTION OF OAKLEY ROAD AND JUNCTION PASS ROAD, 45 FEET SOUTHWEST OF
 MS0438'THE CENTERLINE OF THE FRONT ENTRANCE TO JUNCTION SCHOOL, 130 FEET
 MS0438'NORTH OF THE SOUTHWEST CORNER OF THE SCHOOLYARD FENCE, 36 FEET EAST OF
 MS0438'THE CENTERLINE OF OAKLEY ROAD, 15 FEET SOUTH OF THE CENTERLINE OF A
 MS0438'GATE, AND 1.5 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED X 59
 MS0438'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MS0438
 MS0438                          STATION RECOVERY (1985)
 MS0438
 MS0438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DKC)
 MS0438'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0203 ***********************************************************************
 MS0203  DESIGNATION -  X 60
 MS0203  PID         -  MS0203
 MS0203  STATE/COUNTY-  UT/BOX ELDER
 MS0203  COUNTRY     -  US
 MS0203  USGS QUAD   -  LAKE RIDGE (2017)
 MS0203
 MS0203                         *CURRENT SURVEY CONTROL
 MS0203  ______________________________________________________________________
 MS0203* NAD 83(1986) POSITION- 41 41 45.     (N) 112 43 24.     (W)   SCALED
 MS0203* NAVD 88 ORTHO HEIGHT -  1285.866 (meters)     4218.71  (feet) ADJUSTED
 MS0203  ______________________________________________________________________
 MS0203  GEOID HEIGHT    -        -15.688 (meters)                     GEOID18
 MS0203  DYNAMIC HEIGHT  -       1285.012 (meters)     4215.91  (feet) COMP
 MS0203  MODELED GRAVITY -    979,913.6   (mgal)                       NAVD 88
 MS0203
 MS0203  VERT ORDER      -  FIRST     CLASS II
 MS0203
 MS0203.The horizontal coordinates were scaled from a map and have
 MS0203.an estimated accuracy of +/- 6 seconds.
 MS0203
 MS0203.The orthometric height was determined by differential leveling and
 MS0203.adjusted by the NATIONAL GEODETIC SURVEY
 MS0203.in June 1991.
 MS0203
 MS0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0203.GEOID18 height accuracy estimate available here.
 MS0203
 MS0203.Click photographs - Photos may exist for this station.
 MS0203
 MS0203.The dynamic height is computed by dividing the NAVD 88
 MS0203.geopotential number by the normal gravity value computed on the
 MS0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0203.degrees latitude (g = 980.6199 gals.).
 MS0203
 MS0203.The modeled gravity was interpolated from observed gravity values.
 MS0203
 MS0203;                    North         East    Units  Estimated Accuracy
 MS0203;SPC UT N     - 1,152,030.      398,170.      MT  (+/- 180 meters Scaled)
 MS0203
 MS0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM565174(NAD 83)
 MS0203
 MS0203                          SUPERSEDED SURVEY CONTROL
 MS0203
 MS0203  NGVD 29 (??/??/92) 1284.873  (m)         4215.45   (f) ADJ UNCH    1 2
 MS0203
 MS0203.Superseded values are not recommended for survey control.
 MS0203
 MS0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0203.See file dsdata.pdf to determine how the superseded data were derived.
 MS0203
 MS0203_MARKER: DB = BENCH MARK DISK
 MS0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0203_STAMPING: X 60 1934
 MS0203_MARK LOGO: CGS
 MS0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0203+STABILITY: SURFACE MOTION
 MS0203
 MS0203  HISTORY     - Date     Condition        Report By
 MS0203  HISTORY     - 1934     MONUMENTED       CGS
 MS0203  HISTORY     - 1953     GOOD             CGS
 MS0203
 MS0203                          STATION DESCRIPTION
 MS0203
 MS0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0203'12.6 MI SE FROM LOCOMOTIVE SPRINGS.
 MS0203'1.4 MILES NORTHEAST ALONG A DIRT ROAD FROM THE NORTHWEST SPRING OF
 MS0203'LOCOMOTIVE SPRINGS, THENCE 11.2 MILES SOUTHEAST ALONG A GRAVELED ROAD
 MS0203'ON THE ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED.  0.5 MILE
 MS0203'(19-1/2 POLES) SOUTHEAST OF MILEPOLE 755, 62 FEET SOUTH OF TELEPHONE
 MS0203'POLE 23B MARKED BY THE WHITE PAINTED LETTERS BM, 16 FEET NORTHEAST OF
 MS0203'THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTHWEST OF A WITNESS POST,
 MS0203'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 MS0203'POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0204 ***********************************************************************
 HM0204  DESIGNATION -  X 61
 HM0204  PID         -  HM0204
 HM0204  STATE/COUNTY-  UT/SAN JUAN
 HM0204  COUNTRY     -  US
 HM0204  USGS QUAD   -  NORTHDALE (2019)
 HM0204
 HM0204                         *CURRENT SURVEY CONTROL
 HM0204  ______________________________________________________________________
 HM0204* NAD 83(1986) POSITION- 37 50 07.     (N) 109 06 29.     (W)   SCALED
 HM0204* NAVD 88 ORTHO HEIGHT -  2069.753 (meters)     6790.51  (feet) ADJUSTED
 HM0204  ______________________________________________________________________
 HM0204  GEOID HEIGHT    -        -19.193 (meters)                     GEOID18
 HM0204  DYNAMIC HEIGHT  -       2067.249 (meters)     6782.30  (feet) COMP
 HM0204  MODELED GRAVITY -    979,345.9   (mgal)                       NAVD 88
 HM0204
 HM0204  VERT ORDER      -  SECOND    CLASS 0
 HM0204
 HM0204.The horizontal coordinates were scaled from a map and have
 HM0204.an estimated accuracy of +/- 6 seconds.
 HM0204
 HM0204.The orthometric height was determined by differential leveling and
 HM0204.adjusted by the NATIONAL GEODETIC SURVEY
 HM0204.in June 1991.
 HM0204
 HM0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0204.GEOID18 height accuracy estimate available here.
 HM0204
 HM0204.Click photographs - Photos may exist for this station.
 HM0204
 HM0204.The dynamic height is computed by dividing the NAVD 88
 HM0204.geopotential number by the normal gravity value computed on the
 HM0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0204.degrees latitude (g = 980.6199 gals.).
 HM0204
 HM0204.The modeled gravity was interpolated from observed gravity values.
 HM0204
 HM0204;                    North         East    Units  Estimated Accuracy
 HM0204;SPC UT S     - 3,132,390.      710,530.      MT  (+/- 180 meters Scaled)
 HM0204
 HM0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG664892(NAD 83)
 HM0204
 HM0204                          SUPERSEDED SURVEY CONTROL
 HM0204
 HM0204  NGVD 29 (??/??/92) 2068.586  (m)         6786.69   (f) ADJ UNCH    2 0
 HM0204
 HM0204.Superseded values are not recommended for survey control.
 HM0204
 HM0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0204.See file dsdata.pdf to determine how the superseded data were derived.
 HM0204
 HM0204_MARKER: DB = BENCH MARK DISK
 HM0204_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HM0204_STAMPING: X 61 1934
 HM0204_MARK LOGO: CGS
 HM0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0204
 HM0204  HISTORY     - Date     Condition        Report By
 HM0204  HISTORY     - 1934     MONUMENTED       CGS
 HM0204  HISTORY     - 1979     MARK NOT FOUND   NGS
 HM0204  HISTORY     - 1979     MARK NOT FOUND   NGS
 HM0204
 HM0204                          STATION DESCRIPTION
 HM0204
 HM0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0204'12.5 MI NW FROM DOVE CREEK, CO.
 HM0204'12.5 MILES NORTHWEST OF, ALONG U.S. HWY. 450, FROM DOVE CREEK PUB.
 HM0204'SCH.  ABOUT 3.9 MILES WEST OF UTAH-COLORADO STATE LINE AT INTERSECTION
 HM0204'OF HIGHWAY.  1.6 MILE WEST OF CROSS ROAD, SOUTH FORK LEADING TO
 HM0204'LOCKERBY.  200 FEET NORTHWEST OF NORTHWEST CORNER OF C.T. SINCLAIRS
 HM0204'LOG CABIN.  108 FEET SOUTHWEST OF SOUTHWEST CORNER OF PARK ACRES
 HM0204'GROCERY STORE.  45 FEET SOUTH OF CENTERLINE OF U. S. HWY. 450. 3.2
 HM0204'FEET EAST OF NORTHWEST CORNER OF FENCE.  STAMPED X 61 1934. TABLET SET
 HM0204'IN PRECAST CONCRETE POST.
 HM0204
 HM0204                          STATION RECOVERY (1979)
 HM0204
 HM0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0204'MARK NOT FOUND.
 HM0204
 HM0204                          STATION RECOVERY (1979)
 HM0204
 HM0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0204'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0073 ***********************************************************************
 LP0073  DESIGNATION -  X 62
 LP0073  PID         -  LP0073
 LP0073  STATE/COUNTY-  UT/TOOELE
 LP0073  COUNTRY     -  US
 LP0073  USGS QUAD   -  TERRA (2017)
 LP0073
 LP0073                         *CURRENT SURVEY CONTROL
 LP0073  ______________________________________________________________________
 LP0073* NAD 83(1986) POSITION- 40 17 16.     (N) 112 44 35.     (W)   SCALED
 LP0073* NAVD 88 ORTHO HEIGHT -  1461.687 (meters)     4795.55  (feet) ADJUSTED
 LP0073  ______________________________________________________________________
 LP0073  GEOID HEIGHT    -        -18.014 (meters)                     GEOID18
 LP0073  DYNAMIC HEIGHT  -       1460.454 (meters)     4791.51  (feet) COMP
 LP0073  MODELED GRAVITY -    979,730.5   (mgal)                       NAVD 88
 LP0073
 LP0073  VERT ORDER      -  FIRST     CLASS II
 LP0073
 LP0073.The horizontal coordinates were scaled from a map and have
 LP0073.an estimated accuracy of +/- 6 seconds.
 LP0073
 LP0073.The orthometric height was determined by differential leveling and
 LP0073.adjusted by the NATIONAL GEODETIC SURVEY
 LP0073.in June 1991.
 LP0073
 LP0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0073.GEOID18 height accuracy estimate available here.
 LP0073
 LP0073.Click photographs - Photos may exist for this station.
 LP0073
 LP0073.The dynamic height is computed by dividing the NAVD 88
 LP0073.geopotential number by the normal gravity value computed on the
 LP0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0073.degrees latitude (g = 980.6199 gals.).
 LP0073
 LP0073.The modeled gravity was interpolated from observed gravity values.
 LP0073
 LP0073;                    North         East    Units  Estimated Accuracy
 LP0073;SPC UT C     - 2,217,720.      394,310.      MT  (+/- 180 meters Scaled)
 LP0073
 LP0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK518611(NAD 83)
 LP0073
 LP0073                          SUPERSEDED SURVEY CONTROL
 LP0073
 LP0073  NGVD 29 (??/??/92) 1460.594  (m)         4791.97   (f) ADJ UNCH    1 2
 LP0073
 LP0073.Superseded values are not recommended for survey control.
 LP0073
 LP0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0073.See file dsdata.pdf to determine how the superseded data were derived.
 LP0073
 LP0073_MARKER: DB = BENCH MARK DISK
 LP0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0073_STAMPING: X 62 1934
 LP0073_MARK LOGO: CGS
 LP0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0073+STABILITY: SURFACE MOTION
 LP0073
 LP0073  HISTORY     - Date     Condition        Report By
 LP0073  HISTORY     - 1934     MONUMENTED       CGS
 LP0073  HISTORY     - 1981     GOOD             USGS
 LP0073
 LP0073                          STATION DESCRIPTION
 LP0073
 LP0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0073'1.2 MI W FROM ORRS RANCH.
 LP0073'ABOUT 1.2 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0073'TOOELE COUNTY, ABOUT 30 FEET WEST OF A NORTH-AND-SOUTH ROAD, 24 FEET
 LP0073'SOUTHEAST OF THE HIGHWAY, AND 7-1/2 FEET SOUTH OF A HIGHWAY MILEPOST.
 LP0073'A STANDARD DISK, STAMPED X 62 1934 AND SET IN THE TOP OF A CONCRETE
 LP0073'POST.
 LP0073
 LP0073                          STATION RECOVERY (1981)
 LP0073
 LP0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LP0073'X-RDS. 0.5 MI. N. OF ORR RANCH, THENCE W. 0.4 MI. TO COUNTY ROAD 108,
 LP0073'THENCE S. 1.8 MI. 300 FT. W. OF THE CENTER OF THE ROAD. ABOUT 300 FT.
 LP0073'E. OF BRASS CAP SECTION CORNER 16.15,21 AND 22 SET IN TOP OF CONCRETE
 LP0073'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0014 ***********************************************************************
 LO0014  DESIGNATION -  X 64
 LO0014  PID         -  LO0014
 LO0014  STATE/COUNTY-  UT/DUCHESNE
 LO0014  COUNTRY     -  US
 LO0014  USGS QUAD   -  BRIDGELAND (2017)
 LO0014
 LO0014                         *CURRENT SURVEY CONTROL
 LO0014  ______________________________________________________________________
 LO0014* NAD 83(1986) POSITION- 40 10 17.     (N) 110 08 16.     (W)   SCALED
 LO0014* NAVD 88 ORTHO HEIGHT -  1581.650 (meters)     5189.13  (feet) ADJUSTED
 LO0014  ______________________________________________________________________
 LO0014  GEOID HEIGHT    -        -17.720 (meters)                     GEOID18
 LO0014  DYNAMIC HEIGHT  -       1580.153 (meters)     5184.22  (feet) COMP
 LO0014  MODELED GRAVITY -    979,625.2   (mgal)                       NAVD 88
 LO0014
 LO0014  VERT ORDER      -  FIRST     CLASS II
 LO0014
 LO0014.The horizontal coordinates were scaled from a map and have
 LO0014.an estimated accuracy of +/- 6 seconds.
 LO0014
 LO0014.The orthometric height was determined by differential leveling and
 LO0014.adjusted by the NATIONAL GEODETIC SURVEY
 LO0014.in June 1991.
 LO0014
 LO0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0014.GEOID18 height accuracy estimate available here.
 LO0014
 LO0014.Click photographs - Photos may exist for this station.
 LO0014
 LO0014.The dynamic height is computed by dividing the NAVD 88
 LO0014.geopotential number by the normal gravity value computed on the
 LO0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0014.degrees latitude (g = 980.6199 gals.).
 LO0014
 LO0014.The modeled gravity was interpolated from observed gravity values.
 LO0014
 LO0014;                    North         East    Units  Estimated Accuracy
 LO0014;SPC UT C     - 2,204,940.      616,020.      MT  (+/- 180 meters Scaled)
 LO0014
 LO0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK734471(NAD 83)
 LO0014
 LO0014                          SUPERSEDED SURVEY CONTROL
 LO0014
 LO0014  NGVD 29 (??/??/92) 1580.393  (m)         5185.01   (f) ADJ UNCH    1 2
 LO0014
 LO0014.Superseded values are not recommended for survey control.
 LO0014
 LO0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0014.See file dsdata.pdf to determine how the superseded data were derived.
 LO0014
 LO0014_MARKER: DB = BENCH MARK DISK
 LO0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0014_STAMPING: X 64 1934
 LO0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0014+STABILITY: SURFACE MOTION
 LO0014
 LO0014  HISTORY     - Date     Condition        Report By
 LO0014  HISTORY     - 1934     MONUMENTED       CGS
 LO0014
 LO0014                          STATION DESCRIPTION
 LO0014
 LO0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0014'3.9 MI W FROM MYTON.
 LO0014'3.9 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE CITY WATER TOWER AT
 LO0014'MYTON, DUCHESNE COUNTY, 100 YARDS SOUTHEAST OF A FARMHOUSE, 63 FEET
 LO0014'EAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTH, AND 48 FEET
 LO0014'NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED X
 LO0014'64 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE HIGHWAY HAS
 LO0014'BEEN RELOCATED AND THE AREA IS NOW UNDER CULTIVATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0015 ***********************************************************************
 LO0015  DESIGNATION -  X 64 RESET
 LO0015  PID         -  LO0015
 LO0015  STATE/COUNTY-  UT/DUCHESNE
 LO0015  COUNTRY     -  US
 LO0015  USGS QUAD   -  BRIDGELAND (2017)
 LO0015
 LO0015                         *CURRENT SURVEY CONTROL
 LO0015  ______________________________________________________________________
 LO0015* NAD 83(1986) POSITION- 40 10 17.     (N) 110 08 18.     (W)   SCALED
 LO0015* NAVD 88 ORTHO HEIGHT -  1581.38  (+/-2cm)     5188.2   (feet) VERTCON3
 LO0015  ______________________________________________________________________
 LO0015  GEOID HEIGHT    -        -17.719 (meters)                     GEOID18
 LO0015  VERT ORDER      -  THIRD (See Below)
 LO0015
 LO0015.The horizontal coordinates were scaled from a map and have
 LO0015.an estimated accuracy of +/- 6 seconds.
 LO0015
 LO0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 LO0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LO0015
 LO0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0015.GEOID18 height accuracy estimate available here.
 LO0015
 LO0015.The vertical order pertains to the NGVD 29 superseded value.
 LO0015
 LO0015.Click photographs - Photos may exist for this station.
 LO0015
 LO0015;                    North         East    Units  Estimated Accuracy
 LO0015;SPC UT C     - 2,204,940.      615,970.      MT  (+/- 180 meters Scaled)
 LO0015
 LO0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK733471(NAD 83)
 LO0015
 LO0015                          SUPERSEDED SURVEY CONTROL
 LO0015
 LO0015  NGVD 29 (07/25/12) 1580.13   (m)         5184.1    (f) RESET       3  
 LO0015
 LO0015.Superseded values are not recommended for survey control.
 LO0015
 LO0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0015.See file dsdata.pdf to determine how the superseded data were derived.
 LO0015
 LO0015_MARKER: DB = BENCH MARK DISK
 LO0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0015_STAMPING: X 64 RESET 1936
 LO0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0015+STABILITY: SURFACE MOTION
 LO0015
 LO0015  HISTORY     - Date     Condition        Report By
 LO0015  HISTORY     - 1936     MONUMENTED       CGS
 LO0015
 LO0015                          STATION DESCRIPTION
 LO0015
 LO0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 LO0015'3.9 MI W FROM MYTON.
 LO0015'3.9 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE CITY WATER TOWER AT
 LO0015'MYTON, DUCHESNE COUNTY, 150 YARDS SOUTHEAST OF A FARMHOUSE, 80 YARDS
 LO0015'EAST OF A PRIVATE ROAD LEADING NORTH, 150 FEET EAST OF BENCH MARK X
 LO0015'64, DESCRIBED ABOVE, AND AT THE NORTH RIGHT-OF-WAY LINE.  A STANDARD
 LO0015'DISK, STAMPED X 64 RESET 1936 AND SET IN THE TOP OF A CONCRETE POST.
 LO0015'RELOCATED AND THE AREA IS NOW UNDER CULTIVATION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0110 ***********************************************************************
 KN0110  DESIGNATION -  X 65
 KN0110  PID         -  KN0110
 KN0110  STATE/COUNTY-  UT/DUCHESNE
 KN0110  COUNTRY     -  US
 KN0110  USGS QUAD   -  MATTS SUMMIT (2017)
 KN0110
 KN0110                         *CURRENT SURVEY CONTROL
 KN0110  ______________________________________________________________________
 KN0110* NAD 83(1986) POSITION- 39 50 29.0    (N) 110 46 51.1    (W)   HD_HELD2
 KN0110* NAVD 88 ORTHO HEIGHT -  2279.057 (meters)     7477.21  (feet) POSTED
 KN0110  ______________________________________________________________________
 KN0110  GEOID HEIGHT    -        -15.917 (meters)                     GEOID18
 KN0110  DYNAMIC HEIGHT  -       2276.62  (meters)     7469.2   (feet) COMP
 KN0110  MODELED GRAVITY -    979,475.0   (mgal)                       NAVD 88
 KN0110
 KN0110  VERT ORDER      -  * POSTED, SEE BELOW
 KN0110
 KN0110.The horizontal coordinates were established by autonomous hand held GPS
 KN0110.observations and have an estimated accuracy of +/- 10 meters.
 KN0110
 KN0110.The orthometric height was determined by differential leveling
 KN0110.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KN0110
 KN0110.* This is a POSTED BENCH MARK height.
 KN0110
 KN0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0110.GEOID18 height accuracy estimate available here.
 KN0110
 KN0110.Click photographs - Photos may exist for this station.
 KN0110
 KN0110.The dynamic height is computed by dividing the NAVD 88
 KN0110.geopotential number by the normal gravity value computed on the
 KN0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0110.degrees latitude (g = 980.6199 gals.).
 KN0110
 KN0110.The modeled gravity was interpolated from observed gravity values.
 KN0110
 KN0110;                    North         East    Units  Estimated Accuracy
 KN0110;SPC UT C     - 2,167,669.      561,545.      MT  (+/- 10 meters HH2 GPS)
 KN0110
 KN0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK1874810176(NAD 83)
 KN0110
 KN0110                          SUPERSEDED SURVEY CONTROL
 KN0110
 KN0110  NGVD 29 (??/??/92) 2277.732  (m)         7472.86   (f) ADJ UNCH    1 2
 KN0110
 KN0110.Superseded values are not recommended for survey control.
 KN0110
 KN0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0110.See file dsdata.pdf to determine how the superseded data were derived.
 KN0110
 KN0110_MARKER: DB = BENCH MARK DISK
 KN0110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KN0110_SP_SET: BRIDGE
 KN0110_STAMPING: X 65 1934
 KN0110_MARK LOGO: CGS
 KN0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KN0110
 KN0110  HISTORY     - Date     Condition        Report By
 KN0110  HISTORY     - 1934     MONUMENTED       CGS
 KN0110  HISTORY     - 1966     GOOD             USGS
 KN0110  HISTORY     - 1966     GOOD             USGS
 KN0110  HISTORY     - 20091021 GOOD             GEOCAC
 KN0110
 KN0110                          STATION DESCRIPTION
 KN0110
 KN0110'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KN0110'10.7 MI NE FROM CASTLEGATE.
 KN0110'10.7 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM THE UTAH
 KN0110'POWER CO. PLANT AT CASTLE GATE, UTAH.  0.2 MILE WEST ALONG SIDE ROAD
 KN0110'(OLD ROAD ALIGNMENT).  AT A STONE BRIDGE, AND IN THE TOP OF THE
 KN0110'NORTHWEST WING WALL.  A STANDARD DISK STAMPED X 65 1934.
 KN0110
 KN0110                          STATION RECOVERY (1966)
 KN0110
 KN0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0110'10.7 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM THE UTAH POWER CO.
 KN0110'PLANT AT CASTLE GATE, UTAH. 0.2 MILE WEST ALONG SIDE ROAD (OLD ROAD
 KN0110'ALIGNMENT). AT A STONE BRIDGE, AND IN THE TOP OF THE NORTHWEST WING
 KN0110'WALL. A STANDARD DISK STAMPED X 65 1934.
 KN0110
 KN0110                          STATION RECOVERY (2009)
 KN0110
 KN0110'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 KN0110'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0147 ***********************************************************************
 LP0147  DESIGNATION -  X 67
 LP0147  PID         -  LP0147
 LP0147  STATE/COUNTY-  UT/TOOELE
 LP0147  COUNTRY     -  US
 LP0147  USGS QUAD   -  GRANITE PEAK NW (2017)
 LP0147
 LP0147                         *CURRENT SURVEY CONTROL
 LP0147  ______________________________________________________________________
 LP0147* NAD 83(1986) POSITION- 40 07 51.     (N) 113 28 09.     (W)   SCALED
 LP0147* NAVD 88 ORTHO HEIGHT -  1295.995 (meters)     4251.94  (feet) ADJUSTED
 LP0147  ______________________________________________________________________
 LP0147  GEOID HEIGHT    -        -19.101 (meters)                     GEOID18
 LP0147  DYNAMIC HEIGHT  -       1294.943 (meters)     4248.49  (feet) COMP
 LP0147  MODELED GRAVITY -    979,769.1   (mgal)                       NAVD 88
 LP0147
 LP0147  VERT ORDER      -  FIRST     CLASS II
 LP0147
 LP0147.The horizontal coordinates were scaled from a map and have
 LP0147.an estimated accuracy of +/- 6 seconds.
 LP0147
 LP0147.The orthometric height was determined by differential leveling and
 LP0147.adjusted by the NATIONAL GEODETIC SURVEY
 LP0147.in June 1991.
 LP0147
 LP0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0147.GEOID18 height accuracy estimate available here.
 LP0147
 LP0147.Click photographs - Photos may exist for this station.
 LP0147
 LP0147.The dynamic height is computed by dividing the NAVD 88
 LP0147.geopotential number by the normal gravity value computed on the
 LP0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0147.degrees latitude (g = 980.6199 gals.).
 LP0147
 LP0147.The modeled gravity was interpolated from observed gravity values.
 LP0147
 LP0147;                    North         East    Units  Estimated Accuracy
 LP0147;SPC UT C     - 2,201,400.      332,200.      MT  (+/- 180 meters Scaled)
 LP0147
 LP0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK896452(NAD 83)
 LP0147
 LP0147                          SUPERSEDED SURVEY CONTROL
 LP0147
 LP0147  NGVD 29 (??/??/92) 1294.994  (m)         4248.66   (f) ADJ UNCH    1 2
 LP0147
 LP0147.Superseded values are not recommended for survey control.
 LP0147
 LP0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0147.See file dsdata.pdf to determine how the superseded data were derived.
 LP0147
 LP0147_MARKER: DB = BENCH MARK DISK
 LP0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0147_STAMPING: X 67 1934
 LP0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0147+STABILITY: SURFACE MOTION
 LP0147
 LP0147  HISTORY     - Date     Condition        Report By
 LP0147  HISTORY     - 1934     MONUMENTED       CGS
 LP0147
 LP0147                          STATION DESCRIPTION
 LP0147
 LP0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0147'22.8 MI E FROM GOLD HILL.
 LP0147'ABOUT 22.8 MILES EAST ALONG THE OLD LINCOLN HIGHWAY FROM GOLD HILL,
 LP0147'TOOELE COUNTY, AND 63 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY. A
 LP0147'STANDARD DISK, STAMPED X 67 1934 AND SET IN THE TOP OF A CONCRETE
 LP0147'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KP0042 ***********************************************************************
 KP0042  DESIGNATION -  X 74
 KP0042  PID         -  KP0042
 KP0042  STATE/COUNTY-  UT/MILLARD
 KP0042  COUNTRY     -  US
 KP0042  USGS QUAD   -  THE COVE (2018)
 KP0042
 KP0042                         *CURRENT SURVEY CONTROL
 KP0042  ______________________________________________________________________
 KP0042* NAD 83(1986) POSITION- 39 09 33.32   (N) 114 02 54.65   (W)   HD_HELD1
 KP0042* NAVD 88 ORTHO HEIGHT -  1533.457 (meters)     5031.02  (feet) ADJUSTED
 KP0042  ______________________________________________________________________
 KP0042  GEOID HEIGHT    -        -20.291 (meters)                     GEOID18
 KP0042  DYNAMIC HEIGHT  -       1531.948 (meters)     5026.07  (feet) COMP
 KP0042  MODELED GRAVITY -    979,589.7   (mgal)                       NAVD 88
 KP0042
 KP0042  VERT ORDER      -  SECOND    CLASS 0
 KP0042
 KP0042.The horizontal coordinates were determined by differentially corrected
 KP0042.hand held GPS observations or other comparable positioning techniques
 KP0042.and have an estimated accuracy of +/- 3 meters.
 KP0042
 KP0042.The orthometric height was determined by differential leveling and
 KP0042.adjusted by the NATIONAL GEODETIC SURVEY
 KP0042.in June 1991.
 KP0042
 KP0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 KP0042.GEOID18 height accuracy estimate available here.
 KP0042
 KP0042.Click photographs - Photos may exist for this station.
 KP0042
 KP0042.The dynamic height is computed by dividing the NAVD 88
 KP0042.geopotential number by the normal gravity value computed on the
 KP0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0042.degrees latitude (g = 980.6199 gals.).
 KP0042
 KP0042.The modeled gravity was interpolated from observed gravity values.
 KP0042
 KP0042;                    North         East    Units  Estimated Accuracy
 KP0042;SPC UT C     - 2,094,831.9     279,764.0     MT  (+/- 3 meters HH1 GPS) 
 KP0042
 KP0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD5502338599(NAD 83)
 KP0042
 KP0042                          SUPERSEDED SURVEY CONTROL
 KP0042
 KP0042  NGVD 29 (??/??/92) 1532.341  (m)         5027.36   (f) ADJ UNCH    2 0
 KP0042
 KP0042.Superseded values are not recommended for survey control.
 KP0042
 KP0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0042.See file dsdata.pdf to determine how the superseded data were derived.
 KP0042
 KP0042_MARKER: DB = BENCH MARK DISK
 KP0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0042_STAMPING: X 74 1934
 KP0042_MARK LOGO: CGS
 KP0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0042+STABILITY: SURFACE MOTION
 KP0042
 KP0042  HISTORY     - Date     Condition        Report By
 KP0042  HISTORY     - 1934     MONUMENTED       CGS
 KP0042
 KP0042                          STATION DESCRIPTION
 KP0042
 KP0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0042'5.3 MI SW FROM ROBINSONS RANCH.
 KP0042'5.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM ROBINSONS RANCH. MILLARD
 KP0042'COUNTY, AT THE NEVEDA-UTAH STATE LINE, 32 FEET SOUTHEAST OF A UTAH
 KP0042'STATE-LINE SIGN, AND 51 FEE SOUTH OF THE CENTER LINE OF THE HIGHWAY. A
 KP0042'STANDARD DISK, STAMPED X 74 1934 AND SET IN THE TOP OF A CONCRETE
 KP0042'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0355 ***********************************************************************
 JO0355  DESIGNATION -  X 75
 JO0355  PID         -  JO0355
 JO0355  STATE/COUNTY-  UT/MILLARD
 JO0355  COUNTRY     -  US
 JO0355  USGS QUAD   -  PINE VALLEY HARDPAN SOUTH (2017)
 JO0355
 JO0355                         *CURRENT SURVEY CONTROL
 JO0355  ______________________________________________________________________
 JO0355* NAD 83(1986) POSITION- 38 35 16.     (N) 113 44 22.     (W)   SCALED
 JO0355* NAVD 88 ORTHO HEIGHT -  1584.079 (meters)     5197.10  (feet) ADJUSTED
 JO0355  ______________________________________________________________________
 JO0355  GEOID HEIGHT    -        -21.260 (meters)                     GEOID18
 JO0355  DYNAMIC HEIGHT  -       1582.407 (meters)     5191.61  (feet) COMP
 JO0355  MODELED GRAVITY -    979,517.8   (mgal)                       NAVD 88
 JO0355
 JO0355  VERT ORDER      -  FIRST     CLASS II
 JO0355
 JO0355.The horizontal coordinates were scaled from a map and have
 JO0355.an estimated accuracy of +/- 6 seconds.
 JO0355
 JO0355.The orthometric height was determined by differential leveling and
 JO0355.adjusted by the NATIONAL GEODETIC SURVEY
 JO0355.in June 1991.
 JO0355
 JO0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0355.GEOID18 height accuracy estimate available here.
 JO0355
 JO0355.Click photographs - Photos may exist for this station.
 JO0355
 JO0355.The dynamic height is computed by dividing the NAVD 88
 JO0355.geopotential number by the normal gravity value computed on the
 JO0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0355.degrees latitude (g = 980.6199 gals.).
 JO0355
 JO0355.The modeled gravity was interpolated from observed gravity values.
 JO0355
 JO0355;                    North         East    Units  Estimated Accuracy
 JO0355;SPC UT C     - 2,030,690.      304,880.      MT  (+/- 180 meters Scaled)
 JO0355
 JO0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH613745(NAD 83)
 JO0355
 JO0355                          SUPERSEDED SURVEY CONTROL
 JO0355
 JO0355  NGVD 29 (??/??/92) 1582.903  (m)         5193.24   (f) ADJ UNCH    1 2
 JO0355
 JO0355.Superseded values are not recommended for survey control.
 JO0355
 JO0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0355.See file dsdata.pdf to determine how the superseded data were derived.
 JO0355
 JO0355_MARKER: DB = BENCH MARK DISK
 JO0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0355_STAMPING: X 75 1934
 JO0355_MARK LOGO: CGS
 JO0355_PROJECTION: PROJECTING 10 CENTIMETERS
 JO0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0355+STABILITY: SURFACE MOTION
 JO0355
 JO0355  HISTORY     - Date     Condition        Report By
 JO0355  HISTORY     - 1934     MONUMENTED       CGS
 JO0355  HISTORY     - 1984     GOOD             NGS
 JO0355
 JO0355                          STATION DESCRIPTION
 JO0355
 JO0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0355'0.9 MI SW FROM DESERT RANGE EXP STA.
 JO0355'0.9 MILE SOUTHWEST OF DESERT RANGE EXPERIMENT STATION, BEAVER COUNTY,
 JO0355'AND 30 FEET WEST OF THE GATE AT THE ENTRANCE TO THE STATION.  A
 JO0355'STANDARD DISK, STAMPED X 75 1934 AND SET IN THE TOP OF A CONCRETE
 JO0355'POST.
 JO0355
 JO0355                          STATION RECOVERY (1984)
 JO0355
 JO0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0355'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 JO0355'THE 1934 DESCRIPTION IS ADEQUATE EXCEPT ADD-9.3 METERS (30.5 FT)
 JO0355'NORTH OF THE CENTER OF A TRACK ROAD.
 JO0355'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 JO0355'THE MARK IS 0.3 M ABOVE THE TRACK ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0309 ***********************************************************************
 LP0309  DESIGNATION -  X 76
 LP0309  PID         -  LP0309
 LP0309  STATE/COUNTY-  UT/TOOELE
 LP0309  COUNTRY     -  US
 LP0309  USGS QUAD   -  ELEPHANT KNOLL NW (2017)
 LP0309
 LP0309                         *CURRENT SURVEY CONTROL
 LP0309  ______________________________________________________________________
 LP0309* NAD 83(1986) POSITION- 40 23 27.     (N) 113 59 16.     (W)   SCALED
 LP0309* NAVD 88 ORTHO HEIGHT -  1309.361 (meters)     4295.80  (feet) ADJUSTED
 LP0309  ______________________________________________________________________
 LP0309  GEOID HEIGHT    -        -18.744 (meters)                     GEOID18
 LP0309  DYNAMIC HEIGHT  -       1308.308 (meters)     4292.34  (feet) COMP
 LP0309  MODELED GRAVITY -    979,775.9   (mgal)                       NAVD 88
 LP0309
 LP0309  VERT ORDER      -  SECOND    CLASS 0
 LP0309
 LP0309.The horizontal coordinates were scaled from a map and have
 LP0309.an estimated accuracy of +/- 6 seconds.
 LP0309
 LP0309.The orthometric height was determined by differential leveling and
 LP0309.adjusted by the NATIONAL GEODETIC SURVEY
 LP0309.in June 1991.
 LP0309
 LP0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0309.GEOID18 height accuracy estimate available here.
 LP0309
 LP0309.Click photographs - Photos may exist for this station.
 LP0309
 LP0309.The dynamic height is computed by dividing the NAVD 88
 LP0309.geopotential number by the normal gravity value computed on the
 LP0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0309.degrees latitude (g = 980.6199 gals.).
 LP0309
 LP0309.The modeled gravity was interpolated from observed gravity values.
 LP0309
 LP0309;                    North         East    Units  Estimated Accuracy
 LP0309;SPC UT C     - 2,231,360.      288,810.      MT  (+/- 180 meters Scaled)
 LP0309
 LP0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTK464754(NAD 83)
 LP0309
 LP0309                          SUPERSEDED SURVEY CONTROL
 LP0309
 LP0309  NGVD 29 (??/??/92) 1308.377  (m)         4292.57   (f) ADJ UNCH    2 0
 LP0309
 LP0309.Superseded values are not recommended for survey control.
 LP0309
 LP0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0309.See file dsdata.pdf to determine how the superseded data were derived.
 LP0309
 LP0309_MARKER: DB = BENCH MARK DISK
 LP0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0309_STAMPING: X 76 1934
 LP0309_MARK LOGO: CGS
 LP0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0309+STABILITY: SURFACE MOTION
 LP0309
 LP0309  HISTORY     - Date     Condition        Report By
 LP0309  HISTORY     - 1934     MONUMENTED       CGS
 LP0309
 LP0309                          STATION DESCRIPTION
 LP0309
 LP0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0309'19.6 MI N FROM GOLD HILL.
 LP0309'19.6 MILES NORTH OF WESTERN PACIFIC DEPOT AT GOLD HILL.  213 FEET
 LP0309'NORTH OF MILE POST 25.  3 FEET BELOW LEVEL OF RAILS.  153 FEET NORTH
 LP0309'OF WOODEN BOX CULVERT UNDER RAILROAD.  AND 45 FEET EAST OF THE
 LP0309'CENTERLINE OF WESTERN PACIFIC RAILROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0125 ***********************************************************************
 LP0125  DESIGNATION -  X 77
 LP0125  PID         -  LP0125
 LP0125  STATE/COUNTY-  UT/TOOELE
 LP0125  COUNTRY     -  US
 LP0125  USGS QUAD   -  KNOLLS (2017)
 LP0125
 LP0125                         *CURRENT SURVEY CONTROL
 LP0125  ______________________________________________________________________
 LP0125* NAD 83(1986) POSITION- 40 43 17.29   (N) 113 15 24.34   (W)   HD_HELD1
 LP0125* NAVD 88 ORTHO HEIGHT -  1296.119 (meters)     4252.35  (feet) ADJUSTED
 LP0125  ______________________________________________________________________
 LP0125  GEOID HEIGHT    -        -17.882 (meters)                     GEOID18
 LP0125  DYNAMIC HEIGHT  -       1295.150 (meters)     4249.17  (feet) COMP
 LP0125  MODELED GRAVITY -    979,832.0   (mgal)                       NAVD 88
 LP0125
 LP0125  VERT ORDER      -  SECOND    CLASS 0
 LP0125
 LP0125.The horizontal coordinates were determined by differentially corrected
 LP0125.hand held GPS observations or other comparable positioning techniques
 LP0125.and have an estimated accuracy of +/- 3 meters.
 LP0125
 LP0125.The orthometric height was determined by differential leveling and
 LP0125.adjusted by the NATIONAL GEODETIC SURVEY
 LP0125.in June 1991.
 LP0125
 LP0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0125.GEOID18 height accuracy estimate available here.
 LP0125
 LP0125.Click photographs - Photos may exist for this station.
 LP0125
 LP0125.The dynamic height is computed by dividing the NAVD 88
 LP0125.geopotential number by the normal gravity value computed on the
 LP0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0125.degrees latitude (g = 980.6199 gals.).
 LP0125
 LP0125.The modeled gravity was interpolated from observed gravity values.
 LP0125
 LP0125;                    North         East    Units  Estimated Accuracy
 LP0125;SPC UT C     - 2,266,597.8     351,580.9     MT  (+/- 3 meters HH1 GPS) 
 LP0125
 LP0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL0939810287(NAD 83)
 LP0125
 LP0125                          SUPERSEDED SURVEY CONTROL
 LP0125
 LP0125  NGVD 29 (??/??/92) 1295.154  (m)         4249.18   (f) ADJ UNCH    2 0
 LP0125
 LP0125.Superseded values are not recommended for survey control.
 LP0125
 LP0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0125.See file dsdata.pdf to determine how the superseded data were derived.
 LP0125
 LP0125_MARKER: DB = BENCH MARK DISK
 LP0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0125_STAMPING: X 77 1934
 LP0125_MARK LOGO: CGS
 LP0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0125+STABILITY: SURFACE MOTION
 LP0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LP0125+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2021
 LP0125
 LP0125  HISTORY     - Date     Condition        Report By
 LP0125  HISTORY     - 1934     MONUMENTED       CGS
 LP0125  HISTORY     - 1970     GOOD             NGS
 LP0125  HISTORY     - 1983     GOOD             DMA
 LP0125  HISTORY     - 19880527 GOOD             DMA
 LP0125  HISTORY     - 20210729 GOOD             NGIA
 LP0125
 LP0125                          STATION DESCRIPTION
 LP0125
 LP0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0125'1.6 MI E FROM KNOLLS.
 LP0125'1.6 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM KNOLLS, 89 FEET
 LP0125'NORTH OF MILE POST 847, 74 FEET NORTH OF THE NORTH RAIL, 9 FEET NORTH
 LP0125'OF THE CENTER OF A BLADED ROAD AND 2 1/2 FEET SOUTH OF A WITNESS POST.
 LP0125'THE MARK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 LP0125'WHICH PROJECTS 5 INCHES.  IT IS ABOUT 4 FEET LOWER THAN THE RAIL.
 LP0125
 LP0125                          STATION RECOVERY (1983)
 LP0125
 LP0125'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983
 LP0125'RECOVERED IN GOOD CONDITION.
 LP0125
 LP0125                          STATION RECOVERY (1988)
 LP0125
 LP0125'RECOVERY NOTE BY DEFENSE MAP AGENCY 1988 (RFA)
 LP0125'RECOVERED IN GOOD CONDITION.
 LP0125
 LP0125                          STATION RECOVERY (2021)
 LP0125
 LP0125'RECOVERY NOTE BY NATIONAL GEOSPATIAL INTELL AGY 2021 (BWB)
 LP0125'THE STATION MARK IS A STANDARD BRONZE CGS DISK, SET IN THE TOP OF A
 LP0125'0.12 M (0.4 FT) HIGH CONCRETE MONUMENT.  IT IS LOCATED 2.5 M (8.2 FT)
 LP0125'NORTH OF THE ROAD CENTERLINE AND 20 M (65.6 FT) NORTH OF THE RAILROAD
 LP0125'TRACKS AND MILE MARKER 847.1.
 LP0125'
 LP0125'TO REACH THE STATION FROM EXIT 41, KNOLLS, ON INTERSTATE 80, GO SOUTH
 LP0125'ON KNOLLS ROAD FOR 0.2 MI (0.3 KM) TO A DIRT ROAD ON THE LEFT.  TURN
 LP0125'LEFT, SOUTHEAST AND GO 0.1 MI (0.2 KM) TO A Y INTERSECTION.  BEAR
 LP0125'RIGHT, SOUTH AND GO 0.1 MI (0.2 KM) TO ANOTHER Y INTERSECTION.  BEAR
 LP0125'LEFT, SOUTHEAST AND GO 0.05 MI (0.08 KM) TO A ROAD ON THE LEFT. TURN
 LP0125'LEFT, EAST AND GO 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT, NORTH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0289 ***********************************************************************
 KO0289  DESIGNATION -  X 78
 KO0289  PID         -  KO0289
 KO0289  STATE/COUNTY-  UT/JUAB
 KO0289  COUNTRY     -  US
 KO0289  USGS QUAD   -  TOPAZ MOUNTAIN SW (2017)
 KO0289
 KO0289                         *CURRENT SURVEY CONTROL
 KO0289  ______________________________________________________________________
 KO0289* NAD 83(1986) POSITION- 39 36 14.     (N) 113 11 10.     (W)   SCALED
 KO0289* NAVD 88 ORTHO HEIGHT -  1537.474 (meters)     5044.20  (feet) ADJUSTED
 KO0289  ______________________________________________________________________
 KO0289  GEOID HEIGHT    -        -19.400 (meters)                     GEOID18
 KO0289  DYNAMIC HEIGHT  -       1536.063 (meters)     5039.57  (feet) COMP
 KO0289  MODELED GRAVITY -    979,655.3   (mgal)                       NAVD 88
 KO0289
 KO0289  VERT ORDER      -  SECOND    CLASS 0
 KO0289
 KO0289.The horizontal coordinates were scaled from a map and have
 KO0289.an estimated accuracy of +/- 6 seconds.
 KO0289
 KO0289.The orthometric height was determined by differential leveling and
 KO0289.adjusted by the NATIONAL GEODETIC SURVEY
 KO0289.in June 1991.
 KO0289
 KO0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0289.GEOID18 height accuracy estimate available here.
 KO0289
 KO0289.Click photographs - Photos may exist for this station.
 KO0289
 KO0289.The dynamic height is computed by dividing the NAVD 88
 KO0289.geopotential number by the normal gravity value computed on the
 KO0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0289.degrees latitude (g = 980.6199 gals.).
 KO0289
 KO0289.The modeled gravity was interpolated from observed gravity values.
 KO0289
 KO0289;                    North         East    Units  Estimated Accuracy
 KO0289;SPC UT C     - 2,142,420.      355,210.      MT  (+/- 180 meters Scaled)
 KO0289
 KO0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ123860(NAD 83)
 KO0289
 KO0289                          SUPERSEDED SURVEY CONTROL
 KO0289
 KO0289  NGVD 29 (??/??/92) 1536.355  (m)         5040.52   (f) ADJ UNCH    2 0
 KO0289
 KO0289.Superseded values are not recommended for survey control.
 KO0289
 KO0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0289.See file dsdata.pdf to determine how the superseded data were derived.
 KO0289
 KO0289_MARKER: DB = BENCH MARK DISK
 KO0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0289_STAMPING: X 78 1934
 KO0289_MARK LOGO: CGS
 KO0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0289+STABILITY: SURFACE MOTION
 KO0289
 KO0289  HISTORY     - Date     Condition        Report By
 KO0289  HISTORY     - 1934     MONUMENTED       CGS
 KO0289
 KO0289                          STATION DESCRIPTION
 KO0289
 KO0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0289'25.0 MI SE FROM FISH SPRINGS.
 KO0289'25.0 MILES SOUTHEAST ALONG THE HINCKLEY-CALLAO ROAD FROM FISH SPRINGS.
 KO0289'400 FEET NORTH OF LARGE ROCKY DRY WASH, AND 55 FEET SOUTHWEST OF THE
 KO0289'CENTERLINE OF ROAD.  SET IN TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0310 ***********************************************************************
 JO0310  DESIGNATION -  X 8
 JO0310  PID         -  JO0310
 JO0310  STATE/COUNTY-  UT/BEAVER
 JO0310  COUNTRY     -  US
 JO0310  USGS QUAD   -  THERMO (2017)
 JO0310
 JO0310                         *CURRENT SURVEY CONTROL
 JO0310  ______________________________________________________________________
 JO0310* NAD 83(1986) POSITION- 38 11 13.2    (N) 113 12 28.8    (W)   HD_HELD2
 JO0310* NAVD 88 ORTHO HEIGHT -  1537.956 (meters)     5045.78  (feet) ADJUSTED
 JO0310  ______________________________________________________________________
 JO0310  GEOID HEIGHT    -        -21.605 (meters)                     GEOID18
 JO0310  DYNAMIC HEIGHT  -       1536.311 (meters)     5040.38  (feet) COMP
 JO0310  MODELED GRAVITY -    979,505.9   (mgal)                       NAVD 88
 JO0310
 JO0310  VERT ORDER      -  FIRST     CLASS II
 JO0310
 JO0310.The horizontal coordinates were established by autonomous hand held GPS
 JO0310.observations and have an estimated accuracy of +/- 10 meters.
 JO0310
 JO0310.The orthometric height was determined by differential leveling and
 JO0310.adjusted by the NATIONAL GEODETIC SURVEY
 JO0310.in June 1991.
 JO0310
 JO0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0310.GEOID18 height accuracy estimate available here.
 JO0310
 JO0310.Click photographs - Photos may exist for this station.
 JO0310
 JO0310.The dynamic height is computed by dividing the NAVD 88
 JO0310.geopotential number by the normal gravity value computed on the
 JO0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0310.degrees latitude (g = 980.6199 gals.).
 JO0310
 JO0310.The modeled gravity was interpolated from observed gravity values.
 JO0310
 JO0310;                    North         East    Units  Estimated Accuracy
 JO0310;SPC UT S     - 3,170,102.      350,376.      MT  (+/- 10 meters HH2 GPS)
 JO0310
 JO0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH0662528867(NAD 83)
 JO0310
 JO0310                          SUPERSEDED SURVEY CONTROL
 JO0310
 JO0310  NGVD 29 (??/??/92) 1536.880  (m)         5042.25   (f) ADJ UNCH    1 2
 JO0310
 JO0310.Superseded values are not recommended for survey control.
 JO0310
 JO0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0310.See file dsdata.pdf to determine how the superseded data were derived.
 JO0310
 JO0310_MARKER: B = BOLT
 JO0310_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0310_SP_SET: CULVERT HEADWALL
 JO0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0310+STABILITY: SURFACE MOTION
 JO0310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0310+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2012
 JO0310
 JO0310  HISTORY     - Date     Condition        Report By
 JO0310  HISTORY     - 1908     MONUMENTED       CGS
 JO0310  HISTORY     - 1934     GOOD             CGS
 JO0310  HISTORY     - 20120229 GOOD             GEOCAC
 JO0310
 JO0310                          STATION DESCRIPTION
 JO0310
 JO0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0310'2.7 MI SW FROM THERMO.
 JO0310'ABOUT 2.7 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 JO0310'THERMO, BEAVER COUNTY, AT CULVERT 558.86, IN THE NORTHEAST END OF THE
 JO0310'SOUTHEAST HEAD WALL, ABOUT 18 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JO0310'MAIN TRACK, AND ABOUT 5-1/2 FEET LOWER THAN THE TOP OF THE RAIL. A
 JO0310'COPPER BOLT.
 JO0310
 JO0310                          STATION RECOVERY (2012)
 JO0310
 JO0310'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 JO0310'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0081 ***********************************************************************
 LP0081  DESIGNATION -  X 81
 LP0081  PID         -  LP0081
 LP0081  STATE/COUNTY-  UT/TOOELE
 LP0081  COUNTRY     -  US
 LP0081  USGS QUAD   -  CAMELS BACK RIDGE NW (2017)
 LP0081
 LP0081                         *CURRENT SURVEY CONTROL
 LP0081  ______________________________________________________________________
 LP0081* NAD 83(1986) POSITION- 40 10 59.     (N) 112 55 17.     (W)   SCALED
 LP0081* NAVD 88 ORTHO HEIGHT -  1323.504 (meters)     4342.20  (feet) ADJUSTED
 LP0081  ______________________________________________________________________
 LP0081  GEOID HEIGHT    -        -18.531 (meters)                     GEOID18
 LP0081  DYNAMIC HEIGHT  -       1322.415 (meters)     4338.62  (feet) COMP
 LP0081  MODELED GRAVITY -    979,757.2   (mgal)                       NAVD 88
 LP0081
 LP0081  VERT ORDER      -  FIRST     CLASS II
 LP0081
 LP0081.The horizontal coordinates were scaled from a map and have
 LP0081.an estimated accuracy of +/- 6 seconds.
 LP0081
 LP0081.The orthometric height was determined by differential leveling and
 LP0081.adjusted by the NATIONAL GEODETIC SURVEY
 LP0081.in June 1991.
 LP0081
 LP0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0081.GEOID18 height accuracy estimate available here.
 LP0081
 LP0081.Click photographs - Photos may exist for this station.
 LP0081
 LP0081.The dynamic height is computed by dividing the NAVD 88
 LP0081.geopotential number by the normal gravity value computed on the
 LP0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0081.degrees latitude (g = 980.6199 gals.).
 LP0081
 LP0081.The modeled gravity was interpolated from observed gravity values.
 LP0081
 LP0081;                    North         East    Units  Estimated Accuracy
 LP0081;SPC UT C     - 2,206,320.      378,960.      MT  (+/- 180 meters Scaled)
 LP0081
 LP0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK364498(NAD 83)
 LP0081
 LP0081                          SUPERSEDED SURVEY CONTROL
 LP0081
 LP0081  NGVD 29 (??/??/92) 1322.463  (m)         4338.78   (f) ADJ UNCH    1 2
 LP0081
 LP0081.Superseded values are not recommended for survey control.
 LP0081
 LP0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0081.See file dsdata.pdf to determine how the superseded data were derived.
 LP0081
 LP0081_MARKER: DB = BENCH MARK DISK
 LP0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0081_STAMPING: X 81 1934
 LP0081_MARK LOGO: CGS
 LP0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0081+STABILITY: SURFACE MOTION
 LP0081
 LP0081  HISTORY     - Date     Condition        Report By
 LP0081  HISTORY     - 1934     MONUMENTED       CGS
 LP0081  HISTORY     - 1951     GOOD             CGS
 LP0081
 LP0081                          STATION DESCRIPTION
 LP0081
 LP0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0081'15.4 MI W FROM ORRS RANCH.
 LP0081'ABOUT 15.4 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0081'TOOELE COUNTY, ABOUT 0.1 MILE EAST OF A SMALL WOODEN BRIDGE, AT THE
 LP0081'JUNCTION OF THE ROAD LEADING SOUTHWEST TO FISH SPRINGS, ABOUT 90 FEET
 LP0081'NORTHWEST OF THE HIGHWAY SIGN READING FISH SPRINGS, 42 MILES AND GOLD
 LP0081'HILL 52 MILES, 45 FEET SOUTH OF THE CENTER LINE OF THE OLD LINCOLN
 LP0081'HIGHWAY, AND 60 FEET NORTH OF THE ROAD LEADING TO FISH SPRINGS.  A
 LP0081'STANDARD DISK, STAMPED X 81 1934 AND SET IN THE TOP OF A CONCRETE
 LP0081'POST.
 LP0081
 LP0081                          STATION RECOVERY (1951)
 LP0081
 LP0081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LP0081'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0380 ***********************************************************************
 MS0380  DESIGNATION -  X 83
 MS0380  PID         -  MS0380
 MS0380  STATE/COUNTY-  UT/BOX ELDER
 MS0380  COUNTRY     -  US
 MS0380  USGS QUAD   -  LUCIN (2017)
 MS0380
 MS0380                         *CURRENT SURVEY CONTROL
 MS0380  ______________________________________________________________________
 MS0380* NAD 83(1986) POSITION- 41 16 58.     (N) 113 55 28.     (W)   SCALED
 MS0380* NAVD 88 ORTHO HEIGHT -  1444.707 (meters)     4739.84  (feet) ADJUSTED
 MS0380  ______________________________________________________________________
 MS0380  GEOID HEIGHT    -        -16.869 (meters)                     GEOID18
 MS0380  DYNAMIC HEIGHT  -       1443.667 (meters)     4736.43  (feet) COMP
 MS0380  MODELED GRAVITY -    979,853.3   (mgal)                       NAVD 88
 MS0380
 MS0380  VERT ORDER      -  SECOND    CLASS 0
 MS0380
 MS0380.The horizontal coordinates were scaled from a map and have
 MS0380.an estimated accuracy of +/- 6 seconds.
 MS0380
 MS0380.The orthometric height was determined by differential leveling and
 MS0380.adjusted by the NATIONAL GEODETIC SURVEY
 MS0380.in June 1991.
 MS0380
 MS0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0380.GEOID18 height accuracy estimate available here.
 MS0380
 MS0380.Click photographs - Photos may exist for this station.
 MS0380
 MS0380.The dynamic height is computed by dividing the NAVD 88
 MS0380.geopotential number by the normal gravity value computed on the
 MS0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0380.degrees latitude (g = 980.6199 gals.).
 MS0380
 MS0380.The modeled gravity was interpolated from observed gravity values.
 MS0380
 MS0380;                    North         East    Units  Estimated Accuracy
 MS0380;SPC UT N     - 1,108,270.      296,930.      MT  (+/- 180 meters Scaled)
 MS0380
 MS0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL550742(NAD 83)
 MS0380
 MS0380                          SUPERSEDED SURVEY CONTROL
 MS0380
 MS0380  NGVD 29 (??/??/92) 1443.68   (m)         4736.5    (f) COMPUTED    2 0
 MS0380
 MS0380.Superseded values are not recommended for survey control.
 MS0380
 MS0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0380.See file dsdata.pdf to determine how the superseded data were derived.
 MS0380
 MS0380_MARKER: DB = BENCH MARK DISK
 MS0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0380_STAMPING: X 83 1958
 MS0380_MARK LOGO: CGS
 MS0380_PROJECTION: FLUSH
 MS0380_MAGNETIC: N = NO MAGNETIC MATERIAL
 MS0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0380+STABILITY: SURFACE MOTION
 MS0380
 MS0380  HISTORY     - Date     Condition        Report By
 MS0380  HISTORY     - 1958     MONUMENTED       CGS
 MS0380  HISTORY     - 19980806 GOOD             NIMA
 MS0380
 MS0380                          STATION DESCRIPTION
 MS0380
 MS0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MS0380'4.7 MI S FROM LUCIN.
 MS0380'4.7 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT LUCIN,
 MS0380'0.25 MILE SOUTH OF THE CROSSING OF A SMALL WASH, ON THE NORTH SLOPE OF
 MS0380'A HILL, 31 FEET EAST OF THE CENTER LINE OF THE ROAD, 55 FEET WEST OF
 MS0380'THE WEST BANK OF A DEEP WASH, 2.5 FEET SOUTH OF A WITNESS POST, ABOUT
 MS0380'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MS0380'0.4 FOOT ABOVE THE GROUND.
 MS0380
 MS0380                          STATION RECOVERY (1998)
 MS0380
 MS0380'RECOVERY NOTE BY NATIONAL IMAGERY + MAPPING AGENCY 1998 (JDT)
 MS0380'GOOD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0212 ***********************************************************************
 LO0212  DESIGNATION -  X 85
 LO0212  PID         -  LO0212
 LO0212  STATE/COUNTY-  UT/SUMMIT
 LO0212  COUNTRY     -  US
 LO0212  USGS QUAD   -  COALVILLE (2017)
 LO0212
 LO0212                         *CURRENT SURVEY CONTROL
 LO0212  ______________________________________________________________________
 LO0212* NAD 83(1986) POSITION- 40 58 32.     (N) 111 25 57.     (W)   SCALED
 LO0212* NAVD 88 ORTHO HEIGHT -  1677.834 (meters)     5504.69  (feet) ADJUSTED
 LO0212  ______________________________________________________________________
 LO0212  GEOID HEIGHT    -        -15.975 (meters)                     GEOID18
 LO0212  DYNAMIC HEIGHT  -       1676.358 (meters)     5499.85  (feet) COMP
 LO0212  MODELED GRAVITY -    979,685.6   (mgal)                       NAVD 88
 LO0212
 LO0212  VERT ORDER      -  FIRST     CLASS II
 LO0212
 LO0212.The horizontal coordinates were scaled from a map and have
 LO0212.an estimated accuracy of +/- 6 seconds.
 LO0212
 LO0212.The orthometric height was determined by differential leveling and
 LO0212.adjusted by the NATIONAL GEODETIC SURVEY
 LO0212.in June 1991.
 LO0212
 LO0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0212.GEOID18 height accuracy estimate available here.
 LO0212
 LO0212.Click photographs - Photos may exist for this station.
 LO0212
 LO0212.The dynamic height is computed by dividing the NAVD 88
 LO0212.geopotential number by the normal gravity value computed on the
 LO0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0212.degrees latitude (g = 980.6199 gals.).
 LO0212
 LO0212.The modeled gravity was interpolated from observed gravity values.
 LO0212
 LO0212;                    North         East    Units  Estimated Accuracy
 LO0212;SPC UT N     - 1,071,320.      505,680.      MT  (+/- 180 meters Scaled)
 LO0212
 LO0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL636361(NAD 83)
 LO0212
 LO0212                          SUPERSEDED SURVEY CONTROL
 LO0212
 LO0212  NGVD 29 (??/??/92) 1676.544  (m)         5500.46   (f) SUPERSEDED  1 2
 LO0212  NGVD 29 (06/08/92) 1676.653  (m)         5500.82   (f) ADJUSTED    1 2
 LO0212
 LO0212.Superseded values are not recommended for survey control.
 LO0212
 LO0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0212.See file dsdata.pdf to determine how the superseded data were derived.
 LO0212
 LO0212_MARKER: DB = BENCH MARK DISK
 LO0212_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LO0212_SP_SET: ABUTMENT
 LO0212_STAMPING: X 85 1934
 LO0212_MARK LOGO: CGS
 LO0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LO0212+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2020
 LO0212
 LO0212  HISTORY     - Date     Condition        Report By
 LO0212  HISTORY     - 1934     MONUMENTED       CGS
 LO0212  HISTORY     - 1958     GOOD             CGS
 LO0212  HISTORY     - 1983     GOOD             NGS
 LO0212  HISTORY     - 20200706 GOOD             NGSTM
 LO0212
 LO0212                          STATION DESCRIPTION
 LO0212
 LO0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LO0212'0.85 MI NE FROM ECHO.
 LO0212'ABOUT 0.85 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LO0212'STATION AT ECHO, AT THE UNDERPASS, IN THE TOP OF THE NORTHWEST END OF
 LO0212'THE SOUTHWEST CONCRETE ABUTMENT, 8 FEET NORTHWEST OF THE NEAR RAIL,
 LO0212'AND ABOUT 1 1/2 FEET BELOW THE TRACK.
 LO0212
 LO0212                          STATION RECOVERY (1983)
 LO0212
 LO0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LO0212'RECOVERED IN GOOD CONDITION.
 LO0212
 LO0212                          STATION RECOVERY (2020)
 LO0212
 LO0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2020 (DW)
 LO0212'THE STATION IS AT EXIT 169 OF INTERSTATE 80, ABOUT 70 M (229.7 FT)
 LO0212'NORTHWEST OF CENTER OF WEST BOUND LANES, ABOUT 43 M (141.1 FT)
 LO0212'SOUTHEAST OF CENTER OF THE INTERSECTION OF ECHO CANYON ROAD (OLD US
 LO0212'30S AND US 189) AND ECHO DAM ROAD (OLD US 189 AND LINCOLN HWY), AT THE
 LO0212'SOUTHWEST END OF THE NORTHWEST ABUTMENT OF THE NORTHWEST TRACK OVER
 LO0212'ECHO DAM ROAD.  ABOUT 5 M (16.4 FT) HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0587 ***********************************************************************
 LO0587  DESIGNATION -  X 86
 LO0587  PID         -  LO0587
 LO0587  STATE/COUNTY-  UT/SALT LAKE
 LO0587  COUNTRY     -  US
 LO0587  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0587
 LO0587                         *CURRENT SURVEY CONTROL
 LO0587  ______________________________________________________________________
 LO0587* NAD 83(1986) POSITION- 40 45 38.     (N) 111 54 19.     (W)   SCALED
 LO0587* NAVD 88 ORTHO HEIGHT -  1291.837 (meters)     4238.30  (feet) ADJUSTED
 LO0587  ______________________________________________________________________
 LO0587  GEOID HEIGHT    -        -16.899 (meters)                     GEOID18
 LO0587  DYNAMIC HEIGHT  -       1290.809 (meters)     4234.93  (feet) COMP
 LO0587  MODELED GRAVITY -    979,784.7   (mgal)                       NAVD 88
 LO0587
 LO0587  VERT ORDER      -  FIRST     CLASS I
 LO0587
 LO0587.The horizontal coordinates were scaled from a map and have
 LO0587.an estimated accuracy of +/- 6 seconds.
 LO0587
 LO0587.The orthometric height was determined by differential leveling and
 LO0587.adjusted by the NATIONAL GEODETIC SURVEY
 LO0587.in June 1991.
 LO0587
 LO0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0587.GEOID18 height accuracy estimate available here.
 LO0587
 LO0587.Click photographs - Photos may exist for this station.
 LO0587
 LO0587.The dynamic height is computed by dividing the NAVD 88
 LO0587.geopotential number by the normal gravity value computed on the
 LO0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0587.degrees latitude (g = 980.6199 gals.).
 LO0587
 LO0587.The modeled gravity was interpolated from observed gravity values.
 LO0587
 LO0587;                    North         East    Units  Estimated Accuracy
 LO0587;SPC UT C     - 2,269,560.      465,780.      MT  (+/- 180 meters Scaled)
 LO0587
 LO0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL235125(NAD 83)
 LO0587
 LO0587                          SUPERSEDED SURVEY CONTROL
 LO0587
 LO0587  NGVD 29 (??/??/92) 1290.892  (m)         4235.20   (f) ADJ UNCH    1 1
 LO0587
 LO0587.Superseded values are not recommended for survey control.
 LO0587
 LO0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0587.See file dsdata.pdf to determine how the superseded data were derived.
 LO0587
 LO0587_MARKER: DB = BENCH MARK DISK
 LO0587_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0587_SP_SET: WALL
 LO0587_STAMPING: X 86 1934
 LO0587_MARK LOGO: CGS
 LO0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0587+STABILITY: SURFACE MOTION
 LO0587
 LO0587  HISTORY     - Date     Condition        Report By
 LO0587  HISTORY     - 1934     MONUMENTED       CGS
 LO0587  HISTORY     - 1970     GOOD             NGS
 LO0587  HISTORY     - 19970914 MARK NOT FOUND   NGS
 LO0587
 LO0587                          STATION DESCRIPTION
 LO0587
 LO0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LO0587'IN SALT LAKE CITY.
 LO0587'AT SALT LAKE CITY, 0.1 MILE SOUTH OF THE DENVER AND RIO GRAND WESTERN
 LO0587'RAILROAD DEPOT, AT THE NORTHEAST CORNER OF THE INTERSECTION OF FOURTH
 LO0587'SOUTH AND FOURTH WEST STREETS, 195 FEET EAST OF THE CENTER LINE OF
 LO0587'FOURTH WEST STREET, 27 FEET NORTH OF THE NORTH CURB OF FOURTH SOUTH
 LO0587'STREET, SET VERTICALLY IN THE SOUTH FACE AND 1 FOOT EAST OF THE WEST
 LO0587'END OF AN 8-FOOT HIGH BRICK WALL, AND 5 FEET HIGHER THAN THE GROUND.
 LO0587'SEC 1, T 1 W, R 1 S.
 LO0587
 LO0587                          STATION RECOVERY (1997)
 LO0587
 LO0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 LO0587'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  THE BRICK WALL
 LO0587'HAS BEEN REMOVED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0103 ***********************************************************************
 LP0103  DESIGNATION -  X 87
 LP0103  PID         -  LP0103
 LP0103  STATE/COUNTY-  UT/TOOELE
 LP0103  COUNTRY     -  US
 LP0103  USGS QUAD   -  DELLE (2017)
 LP0103
 LP0103                         *CURRENT SURVEY CONTROL
 LP0103  ______________________________________________________________________
 LP0103* NAD 83(1986) POSITION- 40 47 32.     (N) 112 49 23.     (W)   SCALED
 LP0103* NAVD 88 ORTHO HEIGHT -  1326.550 (meters)     4352.19  (feet) ADJUSTED
 LP0103  ______________________________________________________________________
 LP0103  GEOID HEIGHT    -        -17.445 (meters)                     GEOID18
 LP0103  DYNAMIC HEIGHT  -       1325.552 (meters)     4348.92  (feet) COMP
 LP0103  MODELED GRAVITY -    979,825.8   (mgal)                       NAVD 88
 LP0103
 LP0103  VERT ORDER      -  SECOND    CLASS 0
 LP0103
 LP0103.The horizontal coordinates were scaled from a map and have
 LP0103.an estimated accuracy of +/- 6 seconds.
 LP0103
 LP0103.The orthometric height was determined by differential leveling and
 LP0103.adjusted by the NATIONAL GEODETIC SURVEY
 LP0103.in June 1991.
 LP0103
 LP0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0103.GEOID18 height accuracy estimate available here.
 LP0103
 LP0103.Click photographs - Photos may exist for this station.
 LP0103
 LP0103.The dynamic height is computed by dividing the NAVD 88
 LP0103.geopotential number by the normal gravity value computed on the
 LP0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0103.degrees latitude (g = 980.6199 gals.).
 LP0103
 LP0103.The modeled gravity was interpolated from observed gravity values.
 LP0103
 LP0103;                    North         East    Units  Estimated Accuracy
 LP0103;SPC UT C     - 2,273,820.      388,340.      MT  (+/- 180 meters Scaled)
 LP0103
 LP0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL461172(NAD 83)
 LP0103
 LP0103                          SUPERSEDED SURVEY CONTROL
 LP0103
 LP0103  NGVD 29 (??/??/92) 1325.542  (m)         4348.88   (f) ADJ UNCH    2 0
 LP0103
 LP0103.Superseded values are not recommended for survey control.
 LP0103
 LP0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0103.See file dsdata.pdf to determine how the superseded data were derived.
 LP0103
 LP0103_STAMPING: X 87 1934
 LP0103
 LP0103  HISTORY     - Date     Condition        Report By
 LP0103  HISTORY     - 1934     MONUMENTED       CGS
 LP0103  HISTORY     - 1973     MARK NOT FOUND   USGS
 LP0103  HISTORY     - 20180608 MARK NOT FOUND   INDIV
 LP0103
 LP0103                          STATION DESCRIPTION
 LP0103
 LP0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0103'20.8 MI W FROM BURMESTER.
 LP0103'20.8 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION AT
 LP0103'BURMESTER, TOOELE COUNTY, 100 FEET NORTHWEST OF MILEPOST 876, AND 75
 LP0103'FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED X
 LP0103'87 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LP0103
 LP0103                          STATION RECOVERY (1973)
 LP0103
 LP0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LP0103'MARK NOT FOUND.
 LP0103
 LP0103                          STATION RECOVERY (2018)
 LP0103
 LP0103'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (DLB)
 LP0103'SEARCHED FOR MONUMENT, BUT IT HAS BEEN REMOVED, PROBABLY DURING
 LP0103'INSTALLATION OF A FIBER-OPTIC LINE.  POSITION FALLS IN DIRT ROAD
 LP0103'RUNNING ALONG UTILITY.  NO EVIDENCE OF MONUMENT REMAINS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0225 ***********************************************************************
 MS0225  DESIGNATION -  X 88
 MS0225  PID         -  MS0225
 MS0225  STATE/COUNTY-  UT/BOX ELDER
 MS0225  COUNTRY     -  US
 MS0225  USGS QUAD   -  RATTLESNAKE PASS (2017)
 MS0225
 MS0225                         *CURRENT SURVEY CONTROL
 MS0225  ______________________________________________________________________
 MS0225* NAD 83(1986) POSITION- 41 53 52.     (N) 112 33 56.     (W)   SCALED
 MS0225* NAVD 88 ORTHO HEIGHT -  1611.253 (meters)     5286.25  (feet) ADJUSTED
 MS0225  ______________________________________________________________________
 MS0225  GEOID HEIGHT    -        -14.975 (meters)                     GEOID18
 MS0225  DYNAMIC HEIGHT  -       1610.118 (meters)     5282.53  (feet) COMP
 MS0225  MODELED GRAVITY -    979,860.8   (mgal)                       NAVD 88
 MS0225
 MS0225  VERT ORDER      -  SECOND    CLASS 0
 MS0225
 MS0225.The horizontal coordinates were scaled from a map and have
 MS0225.an estimated accuracy of +/- 6 seconds.
 MS0225
 MS0225.The orthometric height was determined by differential leveling and
 MS0225.adjusted by the NATIONAL GEODETIC SURVEY
 MS0225.in June 1991.
 MS0225
 MS0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0225.GEOID18 height accuracy estimate available here.
 MS0225
 MS0225.Click photographs - Photos may exist for this station.
 MS0225
 MS0225.The dynamic height is computed by dividing the NAVD 88
 MS0225.geopotential number by the normal gravity value computed on the
 MS0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0225.degrees latitude (g = 980.6199 gals.).
 MS0225
 MS0225.The modeled gravity was interpolated from observed gravity values.
 MS0225
 MS0225;                    North         East    Units  Estimated Accuracy
 MS0225;SPC UT N     - 1,174,280.      411,580.      MT  (+/- 180 meters Scaled)
 MS0225
 MS0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM701396(NAD 83)
 MS0225
 MS0225                          SUPERSEDED SURVEY CONTROL
 MS0225
 MS0225  NGVD 29 (??/??/92) 1610.175  (m)         5282.72   (f) ADJ UNCH    2 0
 MS0225
 MS0225.Superseded values are not recommended for survey control.
 MS0225
 MS0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0225.See file dsdata.pdf to determine how the superseded data were derived.
 MS0225
 MS0225_MARKER: DB = BENCH MARK DISK
 MS0225_SETTING: 80 = SET IN A BOULDER
 MS0225_STAMPING: X 88 1934
 MS0225_MARK LOGO: CGS
 MS0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0225+STABILITY: SURFACE MOTION
 MS0225
 MS0225  HISTORY     - Date     Condition        Report By
 MS0225  HISTORY     - 1934     MONUMENTED       CGS
 MS0225
 MS0225                          STATION DESCRIPTION
 MS0225
 MS0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0225'9.3 MI SE FROM SNOWVILLE.
 MS0225'9.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 S FROM THE CAFE BUILDING AT
 MS0225'SNOWVILLE, BOX ELDER COUNTY, 18 FEET EAST OF THE CENTER LINE OF THE
 MS0225'HIGHWAY, IN A LARGE BOULDER, AND 1 FOOT LOWER THAN THE HIGHWAY.  A
 MS0225'STANDARD DISK, STAMPED X 88 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0311 ***********************************************************************
 MS0311  DESIGNATION -  X 89
 MS0311  PID         -  MS0311
 MS0311  STATE/COUNTY-  UT/BOX ELDER
 MS0311  COUNTRY     -  US
 MS0311  USGS QUAD   -  MONUMENT PEAK SW (2017)
 MS0311
 MS0311                         *CURRENT SURVEY CONTROL
 MS0311  ______________________________________________________________________
 MS0311* NAD 83(1986) POSITION- 41 48 53.     (N) 112 59 45.     (W)   SCALED
 MS0311* NAVD 88 ORTHO HEIGHT -  1323.656 (meters)     4342.69  (feet) ADJUSTED
 MS0311  ______________________________________________________________________
 MS0311  GEOID HEIGHT    -        -15.351 (meters)                     GEOID18
 MS0311  DYNAMIC HEIGHT  -       1322.796 (meters)     4339.87  (feet) COMP
 MS0311  MODELED GRAVITY -    979,926.3   (mgal)                       NAVD 88
 MS0311
 MS0311  VERT ORDER      -  SECOND    CLASS 0
 MS0311
 MS0311.The horizontal coordinates were scaled from a map and have
 MS0311.an estimated accuracy of +/- 6 seconds.
 MS0311
 MS0311.The orthometric height was determined by differential leveling and
 MS0311.adjusted by the NATIONAL GEODETIC SURVEY
 MS0311.in June 1991.
 MS0311
 MS0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0311.GEOID18 height accuracy estimate available here.
 MS0311
 MS0311.Click photographs - Photos may exist for this station.
 MS0311
 MS0311.The dynamic height is computed by dividing the NAVD 88
 MS0311.geopotential number by the normal gravity value computed on the
 MS0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0311.degrees latitude (g = 980.6199 gals.).
 MS0311
 MS0311.The modeled gravity was interpolated from observed gravity values.
 MS0311
 MS0311;                    North         East    Units  Estimated Accuracy
 MS0311;SPC UT N     - 1,165,580.      375,720.      MT  (+/- 180 meters Scaled)
 MS0311
 MS0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM342311(NAD 83)
 MS0311
 MS0311                          SUPERSEDED SURVEY CONTROL
 MS0311
 MS0311  NGVD 29 (??/??/92) 1322.656  (m)         4339.41   (f) ADJ UNCH    2 0
 MS0311
 MS0311.Superseded values are not recommended for survey control.
 MS0311
 MS0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0311.See file dsdata.pdf to determine how the superseded data were derived.
 MS0311
 MS0311_MARKER: DB = BENCH MARK DISK
 MS0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0311_STAMPING: X 89 1934
 MS0311_MARK LOGO: CGS
 MS0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0311+STABILITY: SURFACE MOTION
 MS0311
 MS0311  HISTORY     - Date     Condition        Report By
 MS0311  HISTORY     - 1934     MONUMENTED       CGS
 MS0311
 MS0311                          STATION DESCRIPTION
 MS0311
 MS0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0311'8.3 MI NE FROM KELTON.
 MS0311'ABOUT 8.3 MILES NORTHEAST ALONG THE ROAD LEADING TO A JUNCTION WITH
 MS0311'U.S. HIGHWAY 30S FROM THE SOUTHERN PACIFIC CO. RAILROAD FREIGHT
 MS0311'STATION AT KELTON, BOX ELDER COUNTY, ABOUT 1/4 MILE SOUTH OF A RIDGE
 MS0311'LINE AND A PROMINENT ROCK OUTCROP, AND 30 FEET EAST OF THE CENTERLINE
 MS0311'OF THE ROAD.  A STANDARD DISK, STAMPED X 89 1934 AND SET IN THE TOP OF
 MS0311'A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0574 ***********************************************************************
 LO0574  DESIGNATION -  X 90
 LO0574  PID         -  LO0574
 LO0574  STATE/COUNTY-  UT/SALT LAKE
 LO0574  COUNTRY     -  US
 LO0574  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0574
 LO0574                         *CURRENT SURVEY CONTROL
 LO0574  ______________________________________________________________________
 LO0574* NAD 83(1986) POSITION- 40 42 25.3    (N) 111 54 23.6    (W)   HD_HELD2
 LO0574* NAVD 88 ORTHO HEIGHT -  1292.491 (meters)     4240.45  (feet) ADJUSTED
 LO0574  ______________________________________________________________________
 LO0574  GEOID HEIGHT    -        -17.013 (meters)                     GEOID18
 LO0574  DYNAMIC HEIGHT  -       1291.456 (meters)     4237.05  (feet) COMP
 LO0574  MODELED GRAVITY -    979,779.8   (mgal)                       NAVD 88
 LO0574
 LO0574  VERT ORDER      -  FIRST     CLASS II
 LO0574
 LO0574.The horizontal coordinates were established by autonomous hand held GPS
 LO0574.observations and have an estimated accuracy of +/- 10 meters.
 LO0574
 LO0574.The orthometric height was determined by differential leveling and
 LO0574.adjusted by the NATIONAL GEODETIC SURVEY
 LO0574.in July 2002.
 LO0574
 LO0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0574.GEOID18 height accuracy estimate available here.
 LO0574
 LO0574.Click photographs - Photos may exist for this station.
 LO0574
 LO0574.The dynamic height is computed by dividing the NAVD 88
 LO0574.geopotential number by the normal gravity value computed on the
 LO0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0574.degrees latitude (g = 980.6199 gals.).
 LO0574
 LO0574.The modeled gravity was interpolated from observed gravity values.
 LO0574
 LO0574;                    North         East    Units  Estimated Accuracy
 LO0574;SPC UT C     - 2,263,615.      465,643.      MT  (+/- 10 meters HH2 GPS)
 LO0574
 LO0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2342006630(NAD 83)
 LO0574
 LO0574                          SUPERSEDED SURVEY CONTROL
 LO0574
 LO0574  NAVD 88 (06/15/91) 1292.561  (m)         4240.68   (f) SUPERSEDED  1 2
 LO0574  NGVD 29 (??/??/92) 1291.616  (m)         4237.58   (f) ADJ UNCH    1 2
 LO0574
 LO0574.Superseded values are not recommended for survey control.
 LO0574
 LO0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0574.See file dsdata.pdf to determine how the superseded data were derived.
 LO0574
 LO0574_MARKER: DB = BENCH MARK DISK
 LO0574_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LO0574_SP_SET: BRIDGE ABUTMENT
 LO0574_STAMPING: X 90 1953
 LO0574_MARK LOGO: CGS
 LO0574_MAGNETIC: N = NO MAGNETIC MATERIAL
 LO0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LO0574+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1997
 LO0574
 LO0574  HISTORY     - Date     Condition        Report By
 LO0574  HISTORY     - 1953     MONUMENTED       CGS
 LO0574  HISTORY     - 19970922 GOOD             NGS
 LO0574
 LO0574                          STATION DESCRIPTION
 LO0574
 LO0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LO0574'2.8 MI N FROM MURRAY.
 LO0574'2.8 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 LO0574'THE CITY POWER PLANT AT MURRAY, AT BRIDGE 741-23, IN THE TOP OF THE
 LO0574'EAST END OF THE NORTH CONCRETE ABUTMENT, 8.0 FEET EAST OF THE EAST
 LO0574'RAIL OF THE EAST TRACK, AND ABOUT 3 1/2 FEET LOWER THAN THE TRACK.
 LO0574
 LO0574                          STATION RECOVERY (1997)
 LO0574
 LO0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 LO0574'2.1 KM (1.30 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 LO0574'JUNCTION OF 2100 SOUTH STREET AT THE NORTH END OF THE ROPER RAILROAD
 LO0574'YARD IN SOUTH SALT LAKE CITY, IN TOP OF AND 0.9 M (3.0 FT) WEST OF THE
 LO0574'EAST END OF THE NORTH ABUTMENT OF A RAILROAD BRIDGE SPANNING MILL
 LO0574'CREEK, 2.4 M (7.9 FT) EAST OF THE NEAR RAIL, AND 1.2 M (3.9 FT) BELOW
 LO0574'THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0567 ***********************************************************************
 LO0567  DESIGNATION -  X 91
 LO0567  PID         -  LO0567
 LO0567  STATE/COUNTY-  UT/SALT LAKE
 LO0567  COUNTRY     -  US
 LO0567  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0567
 LO0567                         *CURRENT SURVEY CONTROL
 LO0567  ______________________________________________________________________
 LO0567* NAD 83(1986) POSITION- 40 39 09.     (N) 111 53 56.     (W)   SCALED
 LO0567* NAVD 88 ORTHO HEIGHT -  1316.964 (meters)     4320.74  (feet) ADJUSTED
 LO0567  ______________________________________________________________________
 LO0567  GEOID HEIGHT    -        -17.037 (meters)                     GEOID18
 LO0567  DYNAMIC HEIGHT  -       1315.897 (meters)     4317.24  (feet) COMP
 LO0567  MODELED GRAVITY -    979,769.9   (mgal)                       NAVD 88
 LO0567
 LO0567  VERT ORDER      -  FIRST     CLASS II
 LO0567
 LO0567.The horizontal coordinates were scaled from a map and have
 LO0567.an estimated accuracy of +/- 6 seconds.
 LO0567
 LO0567.The orthometric height was determined by differential leveling and
 LO0567.adjusted by the NATIONAL GEODETIC SURVEY
 LO0567.in June 1991.
 LO0567
 LO0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0567.GEOID18 height accuracy estimate available here.
 LO0567
 LO0567.Click photographs - Photos may exist for this station.
 LO0567
 LO0567.The dynamic height is computed by dividing the NAVD 88
 LO0567.geopotential number by the normal gravity value computed on the
 LO0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0567.degrees latitude (g = 980.6199 gals.).
 LO0567
 LO0567.The modeled gravity was interpolated from observed gravity values.
 LO0567
 LO0567;                    North         East    Units  Estimated Accuracy
 LO0567;SPC UT C     - 2,257,560.      466,260.      MT  (+/- 180 meters Scaled)
 LO0567
 LO0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL240005(NAD 83)
 LO0567
 LO0567                          SUPERSEDED SURVEY CONTROL
 LO0567
 LO0567  NGVD 29 (??/??/92) 1316.012  (m)         4317.62   (f) ADJ UNCH    1 2
 LO0567
 LO0567.Superseded values are not recommended for survey control.
 LO0567
 LO0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0567.See file dsdata.pdf to determine how the superseded data were derived.
 LO0567
 LO0567_MARKER: DB = BENCH MARK DISK
 LO0567_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0567_SP_SET: FOUNDATION
 LO0567_STAMPING: X 91 1953
 LO0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0567
 LO0567  HISTORY     - Date     Condition        Report By
 LO0567  HISTORY     - 1953     MONUMENTED       CGS
 LO0567  HISTORY     - 1960     GOOD             CGS
 LO0567  HISTORY     - 1983     MARK NOT FOUND   NGS
 LO0567
 LO0567                          STATION DESCRIPTION
 LO0567
 LO0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LO0567'1.1 MI S FROM MURRAY.
 LO0567'1.1 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 LO0567'THE CITY POWER PLANT AT MURRAY, AT THE MILL C BUILDING OF THE UTAH ORE
 LO0567'SAMPLING COMPANY, SET VERTICALLY IN THE WEST CONCRETE FOUNDATION, 0.4
 LO0567'FOOT SOUTH OF THE NORTHWEST CORNER, 63.2 FEET EAST OF THE EAST RAIL OF
 LO0567'THE EAST MAIN TRACK, 2.2 FEET ABOVE THE GROUND, AND ABOUT 1/2 FOOT
 LO0567'HIGHER THAN THE MAIN TRACK.
 LO0567
 LO0567                          STATION RECOVERY (1960)
 LO0567
 LO0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LO0567'RECOVERED IN GOOD CONDITION.
 LO0567
 LO0567                          STATION RECOVERY (1983)
 LO0567
 LO0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LO0567'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0125 ***********************************************************************
 MS0125  DESIGNATION -  X 92
 MS0125  PID         -  MS0125
 MS0125  STATE/COUNTY-  UT/BOX ELDER
 MS0125  COUNTRY     -  US
 MS0125  USGS QUAD   -  WILLARD (2017)
 MS0125
 MS0125                         *CURRENT SURVEY CONTROL
 MS0125  ______________________________________________________________________
 MS0125* NAD 83(1986) POSITION- 41 23 09.     (N) 112 02 27.     (W)   SCALED
 MS0125* NAVD 88 ORTHO HEIGHT -  1285.692 (meters)     4218.14  (feet) ADJUSTED
 MS0125  ______________________________________________________________________
 MS0125  GEOID HEIGHT    -        -16.387 (meters)                     GEOID18
 MS0125  DYNAMIC HEIGHT  -       1284.754 (meters)     4215.06  (feet) COMP
 MS0125  MODELED GRAVITY -    979,849.5   (mgal)                       NAVD 88
 MS0125
 MS0125  VERT ORDER      -  FIRST     CLASS II
 MS0125
 MS0125.The horizontal coordinates were scaled from a map and have
 MS0125.an estimated accuracy of +/- 6 seconds.
 MS0125
 MS0125.The orthometric height was determined by differential leveling and
 MS0125.adjusted by the NATIONAL GEODETIC SURVEY
 MS0125.in June 1991.
 MS0125
 MS0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0125.GEOID18 height accuracy estimate available here.
 MS0125
 MS0125.Click photographs - Photos may exist for this station.
 MS0125
 MS0125.The dynamic height is computed by dividing the NAVD 88
 MS0125.geopotential number by the normal gravity value computed on the
 MS0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0125.degrees latitude (g = 980.6199 gals.).
 MS0125
 MS0125.The modeled gravity was interpolated from observed gravity values.
 MS0125
 MS0125;                    North         East    Units  Estimated Accuracy
 MS0125;SPC UT N     - 1,117,020.      454,770.      MT  (+/- 180 meters Scaled)
 MS0125
 MS0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL129821(NAD 83)
 MS0125
 MS0125                          SUPERSEDED SURVEY CONTROL
 MS0125
 MS0125  NGVD 29 (??/??/92) 1284.71   (m)         4214.9    (f) COMPUTED    1 2
 MS0125
 MS0125.Superseded values are not recommended for survey control.
 MS0125
 MS0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0125.See file dsdata.pdf to determine how the superseded data were derived.
 MS0125
 MS0125_MARKER: DB = BENCH MARK DISK
 MS0125_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0125_SP_SET: CULVERT HEADWALL
 MS0125_STAMPING: X 92 1953
 MS0125_MARK LOGO: CGS
 MS0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0125+STABILITY: SURFACE MOTION
 MS0125
 MS0125  HISTORY     - Date     Condition        Report By
 MS0125  HISTORY     - 1953     MONUMENTED       CGS
 MS0125
 MS0125                          STATION DESCRIPTION
 MS0125
 MS0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0125'8.9 MI S FROM BRIGHAM CITY.
 MS0125'8.9 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MS0125'BRIGHAM CITY, 0.25 MILE (9-3/4 POLES) NORTH OF MILEPOLE 12, 0.5 MILE
 MS0125'SOUTH OF THE CROSSING OF A FARM ROAD, AT 36-INCH CAST IRON PIPE
 MS0125'CULVERT 12.25, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD
 MS0125'WALL, 12.0 FEET EAST OF THE EAST RAIL, AND ABOUT 2 FEET LOWER THAN THE
 MS0125'TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0068 ***********************************************************************
 MS0068  DESIGNATION -  X 93
 MS0068  PID         -  MS0068
 MS0068  STATE/COUNTY-  UT/BOX ELDER
 MS0068  COUNTRY     -  US
 MS0068  USGS QUAD   -  BEAR RIVER CITY (2017)
 MS0068
 MS0068                         *CURRENT SURVEY CONTROL
 MS0068  ______________________________________________________________________
 MS0068* NAD 83(1986) POSITION- 41 34 37.3    (N) 112 14 00.6    (W)   HD_HELD2
 MS0068* NAVD 88 ORTHO HEIGHT -  1299.370 (meters)     4263.02  (feet) ADJUSTED
 MS0068  ______________________________________________________________________
 MS0068  GEOID HEIGHT    -        -16.104 (meters)                     GEOID18
 MS0068  DYNAMIC HEIGHT  -       1298.485 (meters)     4260.11  (feet) COMP
 MS0068  MODELED GRAVITY -    979,896.9   (mgal)                       NAVD 88
 MS0068
 MS0068  VERT ORDER      -  FIRST     CLASS II
 MS0068
 MS0068.The horizontal coordinates were established by autonomous hand held GPS
 MS0068.observations and have an estimated accuracy of +/- 10 meters.
 MS0068
 MS0068.The orthometric height was determined by differential leveling and
 MS0068.adjusted by the NATIONAL GEODETIC SURVEY
 MS0068.in June 1991.
 MS0068
 MS0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0068.GEOID18 height accuracy estimate available here.
 MS0068
 MS0068.Click photographs - Photos may exist for this station.
 MS0068
 MS0068.The dynamic height is computed by dividing the NAVD 88
 MS0068.geopotential number by the normal gravity value computed on the
 MS0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0068.degrees latitude (g = 980.6199 gals.).
 MS0068
 MS0068.The modeled gravity was interpolated from observed gravity values.
 MS0068
 MS0068;                    North         East    Units  Estimated Accuracy
 MS0068;SPC UT N     - 1,138,373.      438,831.      MT  (+/- 10 meters HH2 GPS)
 MS0068
 MS0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9716903550(NAD 83)
 MS0068
 MS0068                          SUPERSEDED SURVEY CONTROL
 MS0068
 MS0068  NGVD 29 (??/??/92) 1298.410  (m)         4259.87   (f) ADJ UNCH    1 2
 MS0068
 MS0068.Superseded values are not recommended for survey control.
 MS0068
 MS0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0068.See file dsdata.pdf to determine how the superseded data were derived.
 MS0068
 MS0068_MARKER: DB = BENCH MARK DISK
 MS0068_SETTING: 66 = SET IN ROCK OUTCROP
 MS0068_STAMPING: X 93 1953
 MS0068_MARK LOGO: CGS
 MS0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0068
 MS0068  HISTORY     - Date     Condition        Report By
 MS0068  HISTORY     - 1953     MONUMENTED       CGS
 MS0068  HISTORY     - 1984     GOOD             NGS
 MS0068
 MS0068                          STATION DESCRIPTION
 MS0068
 MS0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0068'6.7 MI W FROM CORINNE.
 MS0068'0.2 MILE NORTH ALONG FOURTH STREET FROM THE PUBLIC SCHOOL AT CORINNE,
 MS0068'THENCE 6.5 MILES WEST ALONG STATE HIGHWAY 83.  AT STINKING SPRINGS, AT
 MS0068'THE SOUTHEAST END OF A HIGH ROCKY RIDGE, IN THE TOP OF THE SOUTH SIDE
 MS0068'OF A LARGE OUTCROP, 110.5 FEET NORTH OF THE CENTER LINE OF THE
 MS0068'HIGHWAY, 103.8 FEET WEST OF THE NORTHWEST CORNER OF A SMALL CONCRETE
 MS0068'BLOCK BUILDING ENCLOSING 2 MINERAL BATH POOLS, ABOUT 7 FEET HIGHER
 MS0068'THAN THE HIGHWAY, AND MARKED BY THE WHITE PAINTED LETTERS BM.
 MS0068
 MS0068                          STATION RECOVERY (1984)
 MS0068
 MS0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MS0068'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.54 KM
 MS0068'(6.55 MI) NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE IN
 MS0068'BRIGHAM CITY, THENCE 10.55 KM (6.56 MI) NORTHWEST ALONG STATE HIGHWAY
 MS0068'83, AT STINKING SPRINGS, IN TOP OF AND 1.5 METERS (5 FT) EAST OF THE
 MS0068'WEST EDGE OF A 10- BY 12-FOOT PORTION OF GRAY OUTCROP AT THE SOUTHEAST
 MS0068'EDGE OF A MASSIVE OUTCROP HILL, 38.7 METERS (127 FT) NORTHEAST OF THE
 MS0068'HIGHWAY CENTERLINE, 32.0 METERS (105 FT) NORTHWEST OF THE NORTHWEST
 MS0068'CORNER OF AN ABANDON 15 BY 17 FOOT CONCRETE FOUNDATION AND 17.4 METERS
 MS0068'(57 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 MS0068'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MS0068'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0192 ***********************************************************************
 MS0192  DESIGNATION -  X 94
 MS0192  PID         -  MS0192
 MS0192  STATE/COUNTY-  UT/BOX ELDER
 MS0192  COUNTRY     -  US
 MS0192  USGS QUAD   -  ROZEL (2017)
 MS0192
 MS0192                         *CURRENT SURVEY CONTROL
 MS0192  ______________________________________________________________________
 MS0192* NAD 83(1986) POSITION- 41 34 53.6    (N) 112 38 15.1    (W)   HD_HELD2
 MS0192* NAVD 88 ORTHO HEIGHT -  1413.063 (meters)     4636.02  (feet) ADJUSTED
 MS0192  ______________________________________________________________________
 MS0192  GEOID HEIGHT    -        -15.858 (meters)                     GEOID18
 MS0192  DYNAMIC HEIGHT  -       1412.096 (meters)     4632.85  (feet) COMP
 MS0192  MODELED GRAVITY -    979,888.3   (mgal)                       NAVD 88
 MS0192
 MS0192  VERT ORDER      -  FIRST     CLASS II
 MS0192
 MS0192.The horizontal coordinates were established by autonomous hand held GPS
 MS0192.observations and have an estimated accuracy of +/- 10 meters.
 MS0192
 MS0192.The orthometric height was determined by differential leveling and
 MS0192.adjusted by the NATIONAL GEODETIC SURVEY
 MS0192.in June 1991.
 MS0192
 MS0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0192.GEOID18 height accuracy estimate available here.
 MS0192
 MS0192.Click photographs - Photos may exist for this station.
 MS0192
 MS0192.The dynamic height is computed by dividing the NAVD 88
 MS0192.geopotential number by the normal gravity value computed on the
 MS0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0192.degrees latitude (g = 980.6199 gals.).
 MS0192
 MS0192.The modeled gravity was interpolated from observed gravity values.
 MS0192
 MS0192;                    North         East    Units  Estimated Accuracy
 MS0192;SPC UT N     - 1,139,238.      405,145.      MT  (+/- 10 meters HH2 GPS)
 MS0192
 MS0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM6349604613(NAD 83)
 MS0192
 MS0192                          SUPERSEDED SURVEY CONTROL
 MS0192
 MS0192  NGVD 29 (??/??/92) 1412.066  (m)         4632.75   (f) ADJ UNCH    1 2
 MS0192
 MS0192.Superseded values are not recommended for survey control.
 MS0192
 MS0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0192.See file dsdata.pdf to determine how the superseded data were derived.
 MS0192
 MS0192_MARKER: DB = BENCH MARK DISK
 MS0192_SETTING: 66 = SET IN ROCK OUTCROP
 MS0192_SP_SET: CULVERT
 MS0192_STAMPING: X 94 1953
 MS0192_MARK LOGO: CGS
 MS0192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0192+STABILITY: POSITION/ELEVATION WELL
 MS0192
 MS0192  HISTORY     - Date     Condition        Report By
 MS0192  HISTORY     - 1953     MONUMENTED       CGS
 MS0192
 MS0192                          STATION DESCRIPTION
 MS0192
 MS0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0192'7.0 MI SW FROM PROMONTORY.
 MS0192'3.1 MILES SOUTHWEST ALONG A COUNTY GRAVELED ROAD FROM THE GOLDEN SPIKE
 MS0192'MONUMENT AT PROMONTORY, THENCE 3.9 MILES WEST ALONG A GRAVELED ROAD ON
 MS0192'THE SOUTHERN PACIFIC COMPANY RAILROAD BED.  0.2 MILE (8-3/4 POLES)
 MS0192'NORTH OF MILEPOLE 766, ABOUT 85 YARDS SOUTHEAST OF THE SOUTHEAST END
 MS0192'OF A THROUGH CUT, 196 FEET SOUTH OF AND ACROSS THE ROAD FROM TELEPHONE
 MS0192'POLE 63B, IN THE TOP OF A SLOPING RIDGE OF ROCK WHICH IS PART OF A
 MS0192'75-FOOT-LONG EAST-WEST OUTCROP, 109.5 FEET WEST OF THE CENTER OF THE
 MS0192'SOUTHWEST END OF A 2- BY 4-FOOT WOODEN BOX CULVERT, 87 FEET (SLOPE
 MS0192'MEASUREMENT) NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD
 MS0192'PARALLELING THE OLD RAILROAD BED, 50 1/2 FEET SOUTHWEST OF THE CENTER
 MS0192'LINE OF THE ROAD ON THE OLD RAILROAD BED, ABOUT 1 1/2 FEET LOWER THAN
 MS0192'THE OLD RAILROAD BED, AND MARKED BY THE WHITE PAINTED LETTERS BM.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0292 ***********************************************************************
 MS0292  DESIGNATION -  X 95
 MS0292  PID         -  MS0292
 MS0292  STATE/COUNTY-  UT/BOX ELDER
 MS0292  COUNTRY     -  US
 MS0292  USGS QUAD   -  MATLIN (2017)
 MS0292
 MS0292                         *CURRENT SURVEY CONTROL
 MS0292  ______________________________________________________________________
 MS0292* NAD 83(1986) POSITION- 41 33 53.     (N) 113 20 06.     (W)   SCALED
 MS0292* NAVD 88 ORTHO HEIGHT -  1396.203 (meters)     4580.71  (feet) ADJUSTED
 MS0292  ______________________________________________________________________
 MS0292  GEOID HEIGHT    -        -16.043 (meters)                     GEOID18
 MS0292  DYNAMIC HEIGHT  -       1395.237 (meters)     4577.54  (feet) COMP
 MS0292  MODELED GRAVITY -    979,882.0   (mgal)                       NAVD 88
 MS0292
 MS0292  VERT ORDER      -  FIRST     CLASS II
 MS0292
 MS0292.The horizontal coordinates were scaled from a map and have
 MS0292.an estimated accuracy of +/- 6 seconds.
 MS0292
 MS0292.The orthometric height was determined by differential leveling and
 MS0292.adjusted by the NATIONAL GEODETIC SURVEY
 MS0292.in June 1991.
 MS0292
 MS0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0292.GEOID18 height accuracy estimate available here.
 MS0292
 MS0292.Click photographs - Photos may exist for this station.
 MS0292
 MS0292.The dynamic height is computed by dividing the NAVD 88
 MS0292.geopotential number by the normal gravity value computed on the
 MS0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0292.degrees latitude (g = 980.6199 gals.).
 MS0292
 MS0292.The modeled gravity was interpolated from observed gravity values.
 MS0292
 MS0292;                    North         East    Units  Estimated Accuracy
 MS0292;SPC UT N     - 1,138,360.      346,950.      MT  (+/- 180 meters Scaled)
 MS0292
 MS0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM053040(NAD 83)
 MS0292
 MS0292                          SUPERSEDED SURVEY CONTROL
 MS0292
 MS0292  NGVD 29 (??/??/92) 1395.163  (m)         4577.30   (f) ADJ UNCH    1 2
 MS0292
 MS0292.Superseded values are not recommended for survey control.
 MS0292
 MS0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0292.See file dsdata.pdf to determine how the superseded data were derived.
 MS0292
 MS0292_MARKER: DB = BENCH MARK DISK
 MS0292_SETTING: 66 = SET IN ROCK OUTCROP
 MS0292_STAMPING: X 95 1953
 MS0292_MARK LOGO: CGS
 MS0292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0292+STABILITY: POSITION/ELEVATION WELL
 MS0292
 MS0292  HISTORY     - Date     Condition        Report By
 MS0292  HISTORY     - 1953     MONUMENTED       CGS
 MS0292
 MS0292                          STATION DESCRIPTION
 MS0292
 MS0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0292'14.7 MI NE FROM WATERCRESS.
 MS0292'14.7 MILES NORTHEAST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0292'PACIFIC COMPANY RAILROAD BED FROM THE ABANDONED SECTION HOUSE AT
 MS0292'WATERCRESS, 392 1/2 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM
 MS0292'MILEPOLE 714 (POLE NO. 35B), 581.5 FEET SOUTH OF THE SOUTH CORNER OF A
 MS0292'30-FOOT WOODEN BRIDGE, 353 FEET SOUTHEAST OF THE CENTER LINE OF THE
 MS0292'ROAD, IN THE TOP OF A 10- BY 30-FOOT OUTCROP ON A SMALL KNOLL, ABOUT
 MS0292'LEVEL WITH THE ROAD, 1 1/2 FEET ABOVE THE GROUND, AND MARKED BY THE
 MS0292'WHITE PAINTED LETTERS BM.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0352 ***********************************************************************
 MS0352  DESIGNATION -  X 96
 MS0352  PID         -  MS0352
 MS0352  STATE/COUNTY-  UT/BOX ELDER
 MS0352  COUNTRY     -  US
 MS0352  USGS QUAD   -  LUCIN NE (2017)
 MS0352
 MS0352                         *CURRENT SURVEY CONTROL
 MS0352  ______________________________________________________________________
 MS0352* NAD 83(1986) POSITION- 41 24 01.     (N) 113 46 57.     (W)   SCALED
 MS0352* NAVD 88 ORTHO HEIGHT -  1347.878 (meters)     4422.16  (feet) ADJUSTED
 MS0352  ______________________________________________________________________
 MS0352  GEOID HEIGHT    -        -16.697 (meters)                     GEOID18
 MS0352  DYNAMIC HEIGHT  -       1346.922 (meters)     4419.03  (feet) COMP
 MS0352  MODELED GRAVITY -    979,867.7   (mgal)                       NAVD 88
 MS0352
 MS0352  VERT ORDER      -  FIRST     CLASS II
 MS0352
 MS0352.The horizontal coordinates were scaled from a map and have
 MS0352.an estimated accuracy of +/- 6 seconds.
 MS0352
 MS0352.The orthometric height was determined by differential leveling and
 MS0352.adjusted by the NATIONAL GEODETIC SURVEY
 MS0352.in June 1991.
 MS0352
 MS0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0352.GEOID18 height accuracy estimate available here.
 MS0352
 MS0352.Click photographs - Photos may exist for this station.
 MS0352
 MS0352.The dynamic height is computed by dividing the NAVD 88
 MS0352.geopotential number by the normal gravity value computed on the
 MS0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0352.degrees latitude (g = 980.6199 gals.).
 MS0352
 MS0352.The modeled gravity was interpolated from observed gravity values.
 MS0352
 MS0352;                    North         East    Units  Estimated Accuracy
 MS0352;SPC UT N     - 1,120,990.      309,160.      MT  (+/- 180 meters Scaled)
 MS0352
 MS0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL673869(NAD 83)
 MS0352
 MS0352                          SUPERSEDED SURVEY CONTROL
 MS0352
 MS0352  NGVD 29 (??/??/92) 1346.851  (m)         4418.79   (f) ADJ UNCH    1 2
 MS0352
 MS0352.Superseded values are not recommended for survey control.
 MS0352
 MS0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0352.See file dsdata.pdf to determine how the superseded data were derived.
 MS0352
 MS0352_MARKER: DB = BENCH MARK DISK
 MS0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0352_STAMPING: X 96 1953
 MS0352_MARK LOGO: CGS
 MS0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0352+STABILITY: SURFACE MOTION
 MS0352
 MS0352  HISTORY     - Date     Condition        Report By
 MS0352  HISTORY     - 1953     MONUMENTED       CGS
 MS0352
 MS0352                          STATION DESCRIPTION
 MS0352
 MS0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0352'7.4 MI NE FROM LUCIN.
 MS0352'7.4 MILES NORTHEAST ALONG A GRAVELED ROAD ON THE ABANDONED SOUTHERN
 MS0352'PACIFIC COMPANY RAILROAD BED FROM THE POST OFFICE AT LUCIN, 0.6 MILE
 MS0352'(24 POLES) NORTHEAST OF MILEPOLE 686, ON A SMALL ALKALI RIDGE, 47 1/2
 MS0352'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, IN LINE WITH A ROW OF
 MS0352'POLES, 9 FEET NORTHEAST OF TELEPHONE POLE 11B, 1.8 FEET SOUTHWEST OF A
 MS0352'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 MS0352'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0312 ***********************************************************************
 MS0312  DESIGNATION -  XX 89
 MS0312  PID         -  MS0312
 MS0312  STATE/COUNTY-  UT/BOX ELDER
 MS0312  COUNTRY     -  US
 MS0312  USGS QUAD   -  KELTON PASS SE (2017)
 MS0312
 MS0312                         *CURRENT SURVEY CONTROL
 MS0312  ______________________________________________________________________
 MS0312* NAD 83(1986) POSITION- 41 46 58.29   (N) 113 00 50.12   (W)   HD_HELD1
 MS0312* NAVD 88 ORTHO HEIGHT -  1296.236 (meters)     4252.73  (feet) ADJUSTED
 MS0312  ______________________________________________________________________
 MS0312  GEOID HEIGHT    -        -15.461 (meters)                     GEOID18
 MS0312  DYNAMIC HEIGHT  -       1295.396 (meters)     4249.98  (feet) COMP
 MS0312  MODELED GRAVITY -    979,929.6   (mgal)                       NAVD 88
 MS0312
 MS0312  VERT ORDER      -  SECOND    CLASS 0
 MS0312
 MS0312.The horizontal coordinates were determined by differentially corrected
 MS0312.hand held GPS observations or other comparable positioning techniques
 MS0312.and have an estimated accuracy of +/- 3 meters.
 MS0312
 MS0312.The orthometric height was determined by differential leveling and
 MS0312.adjusted by the NATIONAL GEODETIC SURVEY
 MS0312.in June 1991.
 MS0312
 MS0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0312.GEOID18 height accuracy estimate available here.
 MS0312
 MS0312.Click photographs - Photos may exist for this station.
 MS0312
 MS0312.The dynamic height is computed by dividing the NAVD 88
 MS0312.geopotential number by the normal gravity value computed on the
 MS0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0312.degrees latitude (g = 980.6199 gals.).
 MS0312
 MS0312.The modeled gravity was interpolated from observed gravity values.
 MS0312
 MS0312;                    North         East    Units  Estimated Accuracy
 MS0312;SPC UT N     - 1,162,071.6     374,151.2     MT  (+/- 3 meters HH1 GPS) 
 MS0312
 MS0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM3264127627(NAD 83)
 MS0312
 MS0312                          SUPERSEDED SURVEY CONTROL
 MS0312
 MS0312  NGVD 29 (??/??/92) 1295.244  (m)         4249.48   (f) ADJ UNCH    2 0
 MS0312
 MS0312.Superseded values are not recommended for survey control.
 MS0312
 MS0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0312.See file dsdata.pdf to determine how the superseded data were derived.
 MS0312
 MS0312_MARKER: DB = BENCH MARK DISK
 MS0312_SETTING: 66 = SET IN ROCK OUTCROP
 MS0312_STAMPING: XX 89 1934
 MS0312_MARK LOGO: CGS
 MS0312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0312+STABILITY: POSITION/ELEVATION WELL
 MS0312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MS0312+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2020
 MS0312
 MS0312  HISTORY     - Date     Condition        Report By
 MS0312  HISTORY     - 1934     MONUMENTED       CGS
 MS0312  HISTORY     - 20200404 GOOD             INDIV
 MS0312
 MS0312                          STATION DESCRIPTION
 MS0312
 MS0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0312'5.9 MI NE FROM KELTON.
 MS0312'ABOUT 5.9 MILES NORTHEAST ALONG THE ROAD LEADING TO A JUNCTION WITH
 MS0312'U.S. HIGHWAY 30S FROM THE SOUTHERN PACIFIC CO. RAILROAD FREIGHT
 MS0312'STATION AT KELTON, BOX ELDER COUNTY, NEAR A LARGE ROCK AT THE END OF A
 MS0312'MOUNTAIN, 30 FEET NORTH OF THE CENTER LINE OF THE ROAD, IN A ROCK
 MS0312'LEDGE, AND ABOUT 3 FEET HIGHER THAN THE ROAD.  A STANDARD DISK,
 MS0312'STAMPED XX 89 1934.
 MS0312
 MS0312                          STATION RECOVERY (2020)
 MS0312
 MS0312'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (CG)
 MS0312'DRIVING DIRECTION FROM THE CEMETERY AT KELTON ARE AS FOLLOWS.  HEAD
 MS0312'EAST ON OLD RAILROAD GRADE ROAD, IN 7.2 MI (11.6 KM) TURN ONTO
 MS0312'RAILROAD GRADE TO WILDCAT ROAD (UNMARKED ROAD), IN 3.4 MI (5.5 KM) THE
 MS0312'MARK IS TO THE NORTH OF THE FOUR WAY INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0580 ***********************************************************************
 LO0580  DESIGNATION -  Y 1
 LO0580  PID         -  LO0580
 LO0580  STATE/COUNTY-  UT/SALT LAKE
 LO0580  COUNTRY     -  US
 LO0580  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0580
 LO0580                         *CURRENT SURVEY CONTROL
 LO0580  ______________________________________________________________________
 LO0580* NAD 83(1986) POSITION- 40 45 21.4    (N) 111 57 53.6    (W)   HD_HELD2
 LO0580* NAVD 88 ORTHO HEIGHT -  1290.101 (meters)     4232.61  (feet) ADJUSTED
 LO0580  ______________________________________________________________________
 LO0580  GEOID HEIGHT    -        -17.094 (meters)                     GEOID18
 LO0580  DYNAMIC HEIGHT  -       1289.082 (meters)     4229.26  (feet) COMP
 LO0580  MODELED GRAVITY -    979,790.2   (mgal)                       NAVD 88
 LO0580  OBS GRAVITY     -    979,789.0   (mgal)                       GRAV_OBS
 LO0580
 LO0580  VERT ORDER      -  FIRST     CLASS I
 LO0580
 LO0580.The horizontal coordinates were established by autonomous hand held GPS
 LO0580.observations and have an estimated accuracy of +/- 10 meters.
 LO0580
 LO0580.The orthometric height was determined by differential leveling and
 LO0580.adjusted by the NATIONAL GEODETIC SURVEY
 LO0580.in June 1991.
 LO0580
 LO0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0580.GEOID18 height accuracy estimate available here.
 LO0580
 LO0580.Click photographs - Photos may exist for this station.
 LO0580
 LO0580.The dynamic height is computed by dividing the NAVD 88
 LO0580.geopotential number by the normal gravity value computed on the
 LO0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0580.degrees latitude (g = 980.6199 gals.).
 LO0580
 LO0580.The modeled gravity was interpolated from observed gravity values.
 LO0580
 LO0580.The observed gravity was obtained from relative gravimeter ties
 LO0580.to the IGSN71 gravity network.
 LO0580
 LO0580;                    North         East    Units  Estimated Accuracy
 LO0580;SPC UT C     - 2,269,071.      460,742.      MT  (+/- 10 meters HH2 GPS)
 LO0580
 LO0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1855212112(NAD 83)
 LO0580
 LO0580                          SUPERSEDED SURVEY CONTROL
 LO0580
 LO0580  NGVD 29 (??/??/92) 1289.110  (m)         4229.36   (f) ADJ UNCH    1 1
 LO0580
 LO0580.Superseded values are not recommended for survey control.
 LO0580
 LO0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0580.See file dsdata.pdf to determine how the superseded data were derived.
 LO0580
 LO0580_MARKER: B = BOLT
 LO0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0580+STABILITY: SURFACE MOTION
 LO0580
 LO0580  HISTORY     - Date     Condition        Report By
 LO0580  HISTORY     - 1908     MONUMENTED       CGS
 LO0580  HISTORY     - 1970     GOOD             NGS
 LO0580
 LO0580                          STATION DESCRIPTION
 LO0580
 LO0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LO0580'1.35 MI W FROM SALT LAKE CITY.
 LO0580'0.85 MILE WEST ALONG FIFTH SOUTH STREET FORM THE JUNCTION OF REDWOOD
 LO0580'ROAD IN SALT LAKE CITY, THENCE 0.5 MILE WEST ALONG THE UNION PACIFIC
 LO0580'RAILROAD, 4 1/2 POLES WEST OF THE CROSSING OF FULTON STREET (2350 WEST
 LO0580'STREET), 0.1 MILE EAST OF THE JUNCTION OF THE PASSENGER AND FREIGHT
 LO0580'TRACKS, 45.6 FEET SOUTH OF THE SOUTH RAIL OF THE PASSENGER TRACK,
 LO0580'131.8 FEET NORTH OF THE NORTH RAIL OF THE FREIGHT TRACK, 21.6 FEET
 LO0580'SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, A COPPER BOLT IN THE TOP OF THE
 LO0580'EAST SIDE OF A STONE MONUMENT THAT IS 18-INCHES SQUARE AT THE BASE AND
 LO0580'PROJECTS 3 FEET.  THE MONUMENT BEARS A PLAQUE INSCRIBED SLCC LIMITS.
 LO0580'SEC 9 ,T 1W, R 1 S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0136 ***********************************************************************
 LO0136  DESIGNATION -  Y 100
 LO0136  PID         -  LO0136
 LO0136  STATE/COUNTY-  UT/WASATCH
 LO0136  COUNTRY     -  US
 LO0136  USGS QUAD   -  WOLF CREEK (2017)
 LO0136
 LO0136                         *CURRENT SURVEY CONTROL
 LO0136  ______________________________________________________________________
 LO0136* NAD 83(1986) POSITION- 40 28 28.     (N) 110 55 44.     (W)   SCALED
 LO0136* NAVD 88 ORTHO HEIGHT -  2438.529 (meters)     8000.41  (feet) ADJUSTED
 LO0136  ______________________________________________________________________
 LO0136  GEOID HEIGHT    -        -14.205 (meters)                     GEOID18
 LO0136  DYNAMIC HEIGHT  -       2436.017 (meters)     7992.17  (feet) COMP
 LO0136  MODELED GRAVITY -    979,506.7   (mgal)                       NAVD 88
 LO0136
 LO0136  VERT ORDER      -  SECOND    CLASS 0
 LO0136
 LO0136.The horizontal coordinates were scaled from a map and have
 LO0136.an estimated accuracy of +/- 6 seconds.
 LO0136
 LO0136.The orthometric height was determined by differential leveling and
 LO0136.adjusted by the NATIONAL GEODETIC SURVEY
 LO0136.in June 1991.
 LO0136
 LO0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0136.GEOID18 height accuracy estimate available here.
 LO0136
 LO0136.Click photographs - Photos may exist for this station.
 LO0136
 LO0136.The dynamic height is computed by dividing the NAVD 88
 LO0136.geopotential number by the normal gravity value computed on the
 LO0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0136.degrees latitude (g = 980.6199 gals.).
 LO0136
 LO0136.The modeled gravity was interpolated from observed gravity values.
 LO0136
 LO0136;                    North         East    Units  Estimated Accuracy
 LO0136;SPC UT C     - 2,237,860.      548,430.      MT  (+/- 180 meters Scaled)
 LO0136
 LO0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK060804(NAD 83)
 LO0136
 LO0136                          SUPERSEDED SURVEY CONTROL
 LO0136
 LO0136  NGVD 29 (??/??/92) 2437.11   (m)         7995.8    (f) COMPUTED    2 0
 LO0136
 LO0136.Superseded values are not recommended for survey control.
 LO0136
 LO0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0136.See file dsdata.pdf to determine how the superseded data were derived.
 LO0136
 LO0136_MARKER: DB = BENCH MARK DISK
 LO0136_SETTING: 66 = SET IN ROCK OUTCROP
 LO0136_STAMPING: Y 100 1962
 LO0136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0136+STABILITY: POSITION/ELEVATION WELL
 LO0136
 LO0136  HISTORY     - Date     Condition        Report By
 LO0136  HISTORY     - 1962     MONUMENTED       CGS
 LO0136
 LO0136                          STATION DESCRIPTION
 LO0136
 LO0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0136'17.7 MI NW FROM TABIONA.
 LO0136'17.7 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0136'TABIONA, ABOUT 180 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM MILEAGE
 LO0136'MARKER 45, SET VERTICALLY IN THE SOUTHWEST FACE OF A SMALL OUTCROP, 11
 LO0136'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3.2 FEET SOUTHEAST
 LO0136'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND 1.8 FEET
 LO0136'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0121 ***********************************************************************
 LO0121  DESIGNATION -  Y 101
 LO0121  PID         -  LO0121
 LO0121  STATE/COUNTY-  UT/DUCHESNE
 LO0121  COUNTRY     -  US
 LO0121  USGS QUAD   -  HANNA (2017)
 LO0121
 LO0121                         *CURRENT SURVEY CONTROL
 LO0121  ______________________________________________________________________
 LO0121* NAD 83(1986) POSITION- 40 24 02.     (N) 110 45 36.     (W)   SCALED
 LO0121* NAVD 88 ORTHO HEIGHT -  2052.082 (meters)     6732.54  (feet) ADJUSTED
 LO0121  ______________________________________________________________________
 LO0121  GEOID HEIGHT    -        -15.009 (meters)                     GEOID18
 LO0121  DYNAMIC HEIGHT  -       2050.019 (meters)     6725.77  (feet) COMP
 LO0121  MODELED GRAVITY -    979,547.0   (mgal)                       NAVD 88
 LO0121
 LO0121  VERT ORDER      -  SECOND    CLASS 0
 LO0121
 LO0121.The horizontal coordinates were scaled from a map and have
 LO0121.an estimated accuracy of +/- 6 seconds.
 LO0121
 LO0121.The orthometric height was determined by differential leveling and
 LO0121.adjusted by the NATIONAL GEODETIC SURVEY
 LO0121.in June 1991.
 LO0121
 LO0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0121.GEOID18 height accuracy estimate available here.
 LO0121
 LO0121.Click photographs - Photos may exist for this station.
 LO0121
 LO0121.The dynamic height is computed by dividing the NAVD 88
 LO0121.geopotential number by the normal gravity value computed on the
 LO0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0121.degrees latitude (g = 980.6199 gals.).
 LO0121
 LO0121.The modeled gravity was interpolated from observed gravity values.
 LO0121
 LO0121;                    North         East    Units  Estimated Accuracy
 LO0121;SPC UT C     - 2,229,770.      562,820.      MT  (+/- 180 meters Scaled)
 LO0121
 LO0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK203722(NAD 83)
 LO0121
 LO0121                          SUPERSEDED SURVEY CONTROL
 LO0121
 LO0121  NGVD 29 (??/??/92) 2050.709  (m)         6728.03   (f) ADJ UNCH    2 0
 LO0121
 LO0121.Superseded values are not recommended for survey control.
 LO0121
 LO0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0121.See file dsdata.pdf to determine how the superseded data were derived.
 LO0121
 LO0121_MARKER: DB = BENCH MARK DISK
 LO0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0121_SP_SET: FOUNDATION
 LO0121_STAMPING: Y 101 1962
 LO0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0121
 LO0121  HISTORY     - Date     Condition        Report By
 LO0121  HISTORY     - 1962     MONUMENTED       CGS
 LO0121
 LO0121                          STATION DESCRIPTION
 LO0121
 LO0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0121'4.95 MI NW FROM TABIONA.
 LO0121'4.95 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 LO0121'TABIONA, 0.4 MILE SOUTHEAST OF THE STORE AT HANNA, 8 FEET WEST OF THE
 LO0121'CENTER LINE OF A DRIVEWAY LEADING TO HANNA BOOSTER STATION OF SALT
 LO0121'LAKE PIPE LINE COMPANY, IN THE TOP OF THE NORTHWEST CORNER OF THE
 LO0121'CONCRETE FOUNDATION OF A CATTLEGUARD, 38 FEET NORTH OF THE CENTER LINE
 LO0121'OF THE HIGHWAY, 14 FEET EAST OF A POWER POLE, ABOUT LEVEL WITH THE
 LO0121'HIGHWAY AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0238 ***********************************************************************
 LN0238  DESIGNATION -  Y 102
 LN0238  PID         -  LN0238
 LN0238  STATE/COUNTY-  UT/DAGGETT
 LN0238  COUNTRY     -  US
 LN0238  USGS QUAD   -  CLAY BASIN (2017)
 LN0238
 LN0238                         *CURRENT SURVEY CONTROL
 LN0238  ______________________________________________________________________
 LN0238* NAD 83(1986) POSITION- 40 58 17.49   (N) 109 10 56.96   (W)   HD_HELD1
 LN0238* NAVD 88 ORTHO HEIGHT -  1998.246 (meters)     6555.91  (feet) ADJUSTED
 LN0238  ______________________________________________________________________
 LN0238  GEOID HEIGHT    -        -14.098 (meters)                     GEOID18
 LN0238  DYNAMIC HEIGHT  -       1996.466 (meters)     6550.07  (feet) COMP
 LN0238  MODELED GRAVITY -    979,661.5   (mgal)                       NAVD 88
 LN0238
 LN0238  VERT ORDER      -  SECOND    CLASS 0
 LN0238
 LN0238.The horizontal coordinates were determined by differentially corrected
 LN0238.hand held GPS observations or other comparable positioning techniques
 LN0238.and have an estimated accuracy of +/- 3 meters.
 LN0238
 LN0238.The orthometric height was determined by differential leveling and
 LN0238.adjusted by the NATIONAL GEODETIC SURVEY
 LN0238.in June 1991.
 LN0238
 LN0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0238.GEOID18 height accuracy estimate available here.
 LN0238
 LN0238.Click photographs - Photos may exist for this station.
 LN0238
 LN0238.The dynamic height is computed by dividing the NAVD 88
 LN0238.geopotential number by the normal gravity value computed on the
 LN0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0238.degrees latitude (g = 980.6199 gals.).
 LN0238
 LN0238.The modeled gravity was interpolated from observed gravity values.
 LN0238
 LN0238;                    North         East    Units  Estimated Accuracy
 LN0238;SPC UT N     - 1,073,471.5     695,038.9     MT  (+/- 3 meters HH1 GPS) 
 LN0238
 LN0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL5292437186(NAD 83)
 LN0238
 LN0238                          SUPERSEDED SURVEY CONTROL
 LN0238
 LN0238  NGVD 29 (??/??/92) 1996.988  (m)         6551.78   (f) ADJ UNCH    2 0
 LN0238
 LN0238.Superseded values are not recommended for survey control.
 LN0238
 LN0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0238.See file dsdata.pdf to determine how the superseded data were derived.
 LN0238
 LN0238_MARKER: DB = BENCH MARK DISK
 LN0238_SETTING: 80 = SET IN A BOULDER
 LN0238_STAMPING: Y 102 1962
 LN0238_MARK LOGO: CGS
 LN0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0238+STABILITY: SURFACE MOTION
 LN0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0238+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2020
 LN0238
 LN0238  HISTORY     - Date     Condition        Report By
 LN0238  HISTORY     - 1962     MONUMENTED       CGS
 LN0238  HISTORY     - 20201219 GOOD             IGA
 LN0238
 LN0238                          STATION DESCRIPTION
 LN0238
 LN0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0238'28.45 MI E FROM LINWOOD.
 LN0238'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 LN0238'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 23.45 MILES
 LN0238'EAST ALONG CLAY BASIN ROAD, IN THE TOP OF A 1 1/2- BY 5 1/2-FOOT
 LN0238'BOULDER ON THE WEST EDGE OF A KNOLL, 0.3 MILE EAST OF A WOODEN BRIDGE
 LN0238'OVER A CREEK, 81 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.4 FEET
 LN0238'SOUTHEAST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE ROAD, AND 0.6
 LN0238'FOOT ABOVE THE GROUND.
 LN0238
 LN0238                          STATION RECOVERY (2020)
 LN0238
 LN0238'RECOVERY NOTE BY IGAGE 2020 (MS)
 LN0238'BOULDER IS CRACKED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0055 ***********************************************************************
 LO0055  DESIGNATION -  Y 103
 LO0055  PID         -  LO0055
 LO0055  STATE/COUNTY-  UT/DUCHESNE
 LO0055  COUNTRY     -  US
 LO0055  USGS QUAD   -  TALMAGE (2017)
 LO0055
 LO0055                         *CURRENT SURVEY CONTROL
 LO0055  ______________________________________________________________________
 LO0055* NAD 83(1986) POSITION- 40 16 13.     (N) 110 25 19.     (W)   SCALED
 LO0055* NAVD 88 ORTHO HEIGHT -  1793.110 (meters)     5882.90  (feet) ADJUSTED
 LO0055  ______________________________________________________________________
 LO0055  GEOID HEIGHT    -        -16.736 (meters)                     GEOID18
 LO0055  DYNAMIC HEIGHT  -       1791.311 (meters)     5876.99  (feet) COMP
 LO0055  MODELED GRAVITY -    979,560.0   (mgal)                       NAVD 88
 LO0055
 LO0055  VERT ORDER      -  SECOND    CLASS 0
 LO0055
 LO0055.The horizontal coordinates were scaled from a map and have
 LO0055.an estimated accuracy of +/- 6 seconds.
 LO0055
 LO0055.The orthometric height was determined by differential leveling and
 LO0055.adjusted by the NATIONAL GEODETIC SURVEY
 LO0055.in June 1991.
 LO0055
 LO0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0055.GEOID18 height accuracy estimate available here.
 LO0055
 LO0055.Click photographs - Photos may exist for this station.
 LO0055
 LO0055.The dynamic height is computed by dividing the NAVD 88
 LO0055.geopotential number by the normal gravity value computed on the
 LO0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0055.degrees latitude (g = 980.6199 gals.).
 LO0055
 LO0055.The modeled gravity was interpolated from observed gravity values.
 LO0055
 LO0055;                    North         East    Units  Estimated Accuracy
 LO0055;SPC UT C     - 2,215,590.      591,690.      MT  (+/- 180 meters Scaled)
 LO0055
 LO0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK491579(NAD 83)
 LO0055
 LO0055                          SUPERSEDED SURVEY CONTROL
 LO0055
 LO0055  NGVD 29 (??/??/92) 1791.743  (m)         5878.41   (f) ADJ UNCH    2 0
 LO0055
 LO0055.Superseded values are not recommended for survey control.
 LO0055
 LO0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0055.See file dsdata.pdf to determine how the superseded data were derived.
 LO0055
 LO0055_MARKER: DB = BENCH MARK DISK
 LO0055_SETTING: 66 = SET IN ROCK OUTCROP
 LO0055_STAMPING: Y 103 1962
 LO0055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0055+STABILITY: POSITION/ELEVATION WELL
 LO0055
 LO0055  HISTORY     - Date     Condition        Report By
 LO0055  HISTORY     - 1962     MONUMENTED       CGS
 LO0055
 LO0055                          STATION DESCRIPTION
 LO0055
 LO0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0055'8.85 MI NW FROM DUCHESNE.
 LO0055'8.85 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0055'HIGHWAY 40 AT DUCHESNE, 0.05 MILE WEST OF A DRIVEWAY SOUTH TO A HOUSE,
 LO0055'82 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 46 FEET WEST OF A
 LO0055'TELEPHONE POLE, 21 FEET NORTHEAST OF A 6-INCH COTTONWOOD TREE, 10 FEET
 LO0055'NORTH OF THE CENTER OF A SMALL CANAL, SET VERTICALLY IN THE SOUTH FACE
 LO0055'OF A LARGE SANDSTONE OUTCROP, ABOUT 3 FEET HIGHER THAN THE HIGHWAY AND
 LO0055'2.6 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0048 ***********************************************************************
 LO0048  DESIGNATION -  Y 104
 LO0048  PID         -  LO0048
 LO0048  STATE/COUNTY-  UT/DUCHESNE
 LO0048  COUNTRY     -  US
 LO0048  USGS QUAD   -  DUCHESNE (2017)
 LO0048
 LO0048                         *CURRENT SURVEY CONTROL
 LO0048  ______________________________________________________________________
 LO0048* NAD 83(1986) POSITION- 40 11 34.     (N) 110 23 08.     (W)   SCALED
 LO0048* NAVD 88 ORTHO HEIGHT -  1772.723 (meters)     5816.01  (feet) ADJUSTED
 LO0048  ______________________________________________________________________
 LO0048  GEOID HEIGHT    -        -17.152 (meters)                     GEOID18
 LO0048  DYNAMIC HEIGHT  -       1770.993 (meters)     5810.33  (feet) COMP
 LO0048  MODELED GRAVITY -    979,587.8   (mgal)                       NAVD 88
 LO0048
 LO0048  VERT ORDER      -  SECOND    CLASS 0
 LO0048
 LO0048.This mark is at Duchesne Airport (U69)
 LO0048
 LO0048.The horizontal coordinates were scaled from a map and have
 LO0048.an estimated accuracy of +/- 6 seconds.
 LO0048
 LO0048.The orthometric height was determined by differential leveling and
 LO0048.adjusted by the NATIONAL GEODETIC SURVEY
 LO0048.in June 1991.
 LO0048
 LO0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0048.GEOID18 height accuracy estimate available here.
 LO0048
 LO0048.Click photographs - Photos may exist for this station.
 LO0048
 LO0048.The dynamic height is computed by dividing the NAVD 88
 LO0048.geopotential number by the normal gravity value computed on the
 LO0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0048.degrees latitude (g = 980.6199 gals.).
 LO0048
 LO0048.The modeled gravity was interpolated from observed gravity values.
 LO0048
 LO0048;                    North         East    Units  Estimated Accuracy
 LO0048;SPC UT C     - 2,207,030.      594,890.      MT  (+/- 180 meters Scaled)
 LO0048
 LO0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK523493(NAD 83)
 LO0048
 LO0048                          SUPERSEDED SURVEY CONTROL
 LO0048
 LO0048  NGVD 29 (??/??/92) 1771.422  (m)         5811.74   (f) ADJ UNCH    2 0
 LO0048
 LO0048.Superseded values are not recommended for survey control.
 LO0048
 LO0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0048.See file dsdata.pdf to determine how the superseded data were derived.
 LO0048
 LO0048_MARKER: DB = BENCH MARK DISK
 LO0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0048_SP_SET: BUILDING
 LO0048_STAMPING: Y 104 1962
 LO0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0048
 LO0048  HISTORY     - Date     Condition        Report By
 LO0048  HISTORY     - 1962     MONUMENTED       CGS
 LO0048
 LO0048                          STATION DESCRIPTION
 LO0048
 LO0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0048'2.55 MI N FROM DUCHESNE.
 LO0048'2.55 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0048'HIGHWAY 40 AT DUCHESNE, THENCE 0.4 MILE EAST ALONG ASPHALT ENTRANCE
 LO0048'ROAD TO DUCHESNE AIRPORT, AT DUCHESNE AIRPORT, SET VERTICALLY IN THE
 LO0048'EAST FACE OF THE OFFICE BUILDING, 55 FEET NORTH OF THE CENTER LINE OF
 LO0048'THE ROAD, 1.8 FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, AND
 LO0048'0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0272 ***********************************************************************
 LO0272  DESIGNATION -  Y 105
 LO0272  PID         -  LO0272
 LO0272  STATE/COUNTY-  UT/WASATCH
 LO0272  COUNTRY     -  US
 LO0272  USGS QUAD   -  SOAPSTONE BASIN (2017)
 LO0272
 LO0272                         *CURRENT SURVEY CONTROL
 LO0272  ______________________________________________________________________
 LO0272* NAD 83(1986) POSITION- 40 32 44.     (N) 111 05 46.     (W)   SCALED
 LO0272* NAVD 88 ORTHO HEIGHT -  2271.878 (meters)     7453.65  (feet) ADJUSTED
 LO0272  ______________________________________________________________________
 LO0272  GEOID HEIGHT    -        -14.199 (meters)                     GEOID18
 LO0272  DYNAMIC HEIGHT  -       2269.606 (meters)     7446.20  (feet) COMP
 LO0272  MODELED GRAVITY -    979,542.7   (mgal)                       NAVD 88
 LO0272
 LO0272  VERT ORDER      -  SECOND    CLASS 0
 LO0272
 LO0272.The horizontal coordinates were scaled from a map and have
 LO0272.an estimated accuracy of +/- 6 seconds.
 LO0272
 LO0272.The orthometric height was determined by differential leveling and
 LO0272.adjusted by the NATIONAL GEODETIC SURVEY
 LO0272.in June 1991.
 LO0272
 LO0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0272.GEOID18 height accuracy estimate available here.
 LO0272
 LO0272.Click photographs - Photos may exist for this station.
 LO0272
 LO0272.The dynamic height is computed by dividing the NAVD 88
 LO0272.geopotential number by the normal gravity value computed on the
 LO0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0272.degrees latitude (g = 980.6199 gals.).
 LO0272
 LO0272.The modeled gravity was interpolated from observed gravity values.
 LO0272
 LO0272;                    North         East    Units  Estimated Accuracy
 LO0272;SPC UT C     - 2,245,680.      534,210.      MT  (+/- 180 meters Scaled)
 LO0272
 LO0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK918883(NAD 83)
 LO0272
 LO0272                          SUPERSEDED SURVEY CONTROL
 LO0272
 LO0272  NGVD 29 (??/??/92) 2270.511  (m)         7449.17   (f) ADJ UNCH    2 0
 LO0272
 LO0272.Superseded values are not recommended for survey control.
 LO0272
 LO0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0272.See file dsdata.pdf to determine how the superseded data were derived.
 LO0272
 LO0272_MARKER: DB = BENCH MARK DISK
 LO0272_SETTING: 66 = SET IN ROCK OUTCROP
 LO0272_STAMPING: Y 105 1962
 LO0272_MARK LOGO: CGS
 LO0272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LO0272+STABILITY: POSITION/ELEVATION WELL
 LO0272
 LO0272  HISTORY     - Date     Condition        Report By
 LO0272  HISTORY     - 1962     MONUMENTED       CGS
 LO0272
 LO0272                          STATION DESCRIPTION
 LO0272
 LO0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0272'12.4 MI SE FROM FRANCIS.
 LO0272'12.4 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF U.S.
 LO0272'HIGHWAY 189 AT FRANCIS, 0.1 MILE SOUTHWEST OF NOBLETTS GUARD STATION,
 LO0272'ON THE INSIDE OF A CURVE, IN THE TOP OF A LARGE OUTCROP, 18 FEET
 LO0272'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 6.0 FEET EAST OF A
 LO0272'WITNESS POST, ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY, AND 2.7 FEET
 LO0272'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0246 ***********************************************************************
 LO0246  DESIGNATION -  Y 106
 LO0246  PID         -  LO0246
 LO0246  STATE/COUNTY-  UT/SUMMIT
 LO0246  COUNTRY     -  US
 LO0246  USGS QUAD   -  WANSHIP (2017)
 LO0246
 LO0246                         *CURRENT SURVEY CONTROL
 LO0246  ______________________________________________________________________
 LO0246* NAD 83(1986) POSITION- 40 48 46.     (N) 111 24 09.     (W)   SCALED
 LO0246* NAVD 88 ORTHO HEIGHT -  1781.839 (meters)     5845.92  (feet) ADJUSTED
 LO0246  ______________________________________________________________________
 LO0246  GEOID HEIGHT    -        -15.717 (meters)                     GEOID18
 LO0246  DYNAMIC HEIGHT  -       1780.215 (meters)     5840.59  (feet) COMP
 LO0246  MODELED GRAVITY -    979,650.7   (mgal)                       NAVD 88
 LO0246
 LO0246  VERT ORDER      -  SECOND    CLASS 0
 LO0246
 LO0246.The horizontal coordinates were scaled from a map and have
 LO0246.an estimated accuracy of +/- 6 seconds.
 LO0246
 LO0246.The orthometric height was determined by differential leveling and
 LO0246.adjusted by the NATIONAL GEODETIC SURVEY
 LO0246.in June 1991.
 LO0246
 LO0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0246.GEOID18 height accuracy estimate available here.
 LO0246
 LO0246.Click photographs - Photos may exist for this station.
 LO0246
 LO0246.The dynamic height is computed by dividing the NAVD 88
 LO0246.geopotential number by the normal gravity value computed on the
 LO0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0246.degrees latitude (g = 980.6199 gals.).
 LO0246
 LO0246.The modeled gravity was interpolated from observed gravity values.
 LO0246
 LO0246;                    North         East    Units  Estimated Accuracy
 LO0246;SPC UT N     - 1,053,250.      508,230.      MT  (+/- 180 meters Scaled)
 LO0246
 LO0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL660180(NAD 83)
 LO0246
 LO0246                          SUPERSEDED SURVEY CONTROL
 LO0246
 LO0246  NGVD 29 (??/??/92) 1780.560  (m)         5841.72   (f) ADJ UNCH    2 0
 LO0246
 LO0246.Superseded values are not recommended for survey control.
 LO0246
 LO0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0246.See file dsdata.pdf to determine how the superseded data were derived.
 LO0246
 LO0246_MARKER: DB = BENCH MARK DISK
 LO0246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0246_SP_SET: BRIDGE
 LO0246_STAMPING: Y 106 1962
 LO0246_MARK LOGO: CGS
 LO0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0246
 LO0246  HISTORY     - Date     Condition        Report By
 LO0246  HISTORY     - 1962     MONUMENTED       CGS
 LO0246
 LO0246                          STATION DESCRIPTION
 LO0246
 LO0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0246'0.3 MI NE FROM WANSHIP.
 LO0246'0.3 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE LATTER
 LO0246'DAY SAINTS CHURCH AT WANSHIP, 233.6 FEET EAST OF THE CENTER OF THE
 LO0246'CROSSING OF AN ASPHALT ROAD, IN THE TOP OF THE WEST END OF THE SOUTH
 LO0246'CONCRETE HEAD WALL OF A CONCRETE BRIDGE UNDER THE ROAD, 19 FEET SOUTH
 LO0246'OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0324 ***********************************************************************
 LO0324  DESIGNATION -  Y 107
 LO0324  PID         -  LO0324
 LO0324  STATE/COUNTY-  UT/SUMMIT
 LO0324  COUNTRY     -  US
 LO0324  USGS QUAD   -  SOAPSTONE BASIN (2017)
 LO0324
 LO0324                         *CURRENT SURVEY CONTROL
 LO0324  ______________________________________________________________________
 LO0324* NAD 83(1986) POSITION- 40 34 41.5    (N) 111 02 07.0    (W)   HD_HELD2
 LO0324* NAVD 88 ORTHO HEIGHT -  2392.249 (meters)     7848.57  (feet) ADJUSTED
 LO0324  ______________________________________________________________________
 LO0324  GEOID HEIGHT    -        -13.816 (meters)                     GEOID18
 LO0324  DYNAMIC HEIGHT  -       2389.789 (meters)     7840.50  (feet) COMP
 LO0324  MODELED GRAVITY -    979,510.1   (mgal)                       NAVD 88
 LO0324
 LO0324  VERT ORDER      -  SECOND    CLASS 0
 LO0324
 LO0324.The horizontal coordinates were established by autonomous hand held GPS
 LO0324.observations and have an estimated accuracy of +/- 10 meters.
 LO0324
 LO0324.The orthometric height was determined by differential leveling and
 LO0324.adjusted by the NATIONAL GEODETIC SURVEY
 LO0324.in June 1991.
 LO0324
 LO0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0324.GEOID18 height accuracy estimate available here.
 LO0324
 LO0324.Click photographs - Photos may exist for this station.
 LO0324
 LO0324.The dynamic height is computed by dividing the NAVD 88
 LO0324.geopotential number by the normal gravity value computed on the
 LO0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0324.degrees latitude (g = 980.6199 gals.).
 LO0324
 LO0324.The modeled gravity was interpolated from observed gravity values.
 LO0324
 LO0324;                    North         East    Units  Estimated Accuracy
 LO0324;SPC UT N     - 1,027,297.      539,348.      MT  (+/- 10 meters HH2 GPS)
 LO0324
 LO0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK9701491934(NAD 83)
 LO0324
 LO0324                          SUPERSEDED SURVEY CONTROL
 LO0324
 LO0324  NGVD 29 (??/??/92) 2390.810  (m)         7843.85   (f) ADJ UNCH    2 0
 LO0324
 LO0324.Superseded values are not recommended for survey control.
 LO0324
 LO0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0324.See file dsdata.pdf to determine how the superseded data were derived.
 LO0324
 LO0324_MARKER: DB = BENCH MARK DISK
 LO0324_SETTING: 80 = SET IN A BOULDER
 LO0324_STAMPING: Y 107 1962
 LO0324_MARK LOGO: CGS
 LO0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0324+STABILITY: SURFACE MOTION
 LO0324
 LO0324  HISTORY     - Date     Condition        Report By
 LO0324  HISTORY     - 1962     MONUMENTED       CGS
 LO0324
 LO0324                          STATION DESCRIPTION
 LO0324
 LO0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0324'15.75 MI E FROM KAMAS.
 LO0324'15.75 MILES EAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0324'HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP OF A 5-BY 7-FOOT BOULDER
 LO0324'WHICH PROJECTS ABOUT 2 FOOT ABOVE THE GROUND, 107 FEET NORTH OF THE
 LO0324'CENTER LINE OF THE HIGHWAY, 52 FEET EAST-SOUTHEAST OF A TELEPHONE
 LO0324'POLE, 2.9 FEET NORTH OF A WITNESS POST, AND ABOUT 3 1/2 FEET ABOVE THE
 LO0324'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0087 ***********************************************************************
 JN0087  DESIGNATION -  Y 11
 JN0087  PID         -  JN0087
 JN0087  STATE/COUNTY-  UT/WAYNE
 JN0087  COUNTRY     -  US
 JN0087  USGS QUAD   -  SKYLINE RIM (2017)
 JN0087
 JN0087                         *CURRENT SURVEY CONTROL
 JN0087  ______________________________________________________________________
 JN0087* NAD 83(1986) POSITION- 38 25 50.     (N) 110 49 17.     (W)   SCALED
 JN0087* NAVD 88 ORTHO HEIGHT -  1413.075 (meters)     4636.06  (feet) ADJUSTED
 JN0087  ______________________________________________________________________
 JN0087  GEOID HEIGHT    -        -20.019 (meters)                     GEOID18
 JN0087  DYNAMIC HEIGHT  -       1411.630 (meters)     4631.32  (feet) COMP
 JN0087  MODELED GRAVITY -    979,557.8   (mgal)                       NAVD 88
 JN0087
 JN0087  VERT ORDER      -  FIRST     CLASS II
 JN0087
 JN0087.The horizontal coordinates were scaled from a map and have
 JN0087.an estimated accuracy of +/- 6 seconds.
 JN0087
 JN0087.The orthometric height was determined by differential leveling and
 JN0087.adjusted by the NATIONAL GEODETIC SURVEY
 JN0087.in June 1991.
 JN0087
 JN0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0087.GEOID18 height accuracy estimate available here.
 JN0087
 JN0087.Click photographs - Photos may exist for this station.
 JN0087
 JN0087.The dynamic height is computed by dividing the NAVD 88
 JN0087.geopotential number by the normal gravity value computed on the
 JN0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0087.degrees latitude (g = 980.6199 gals.).
 JN0087
 JN0087.The modeled gravity was interpolated from observed gravity values.
 JN0087
 JN0087;                    North         East    Units  Estimated Accuracy
 JN0087;SPC UT S     - 3,195,990.      559,250.      MT  (+/- 180 meters Scaled)
 JN0087
 JN0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH155536(NAD 83)
 JN0087
 JN0087                          SUPERSEDED SURVEY CONTROL
 JN0087
 JN0087.No superseded survey control is available for this station.
 JN0087
 JN0087_MARKER: DB = BENCH MARK DISK
 JN0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0087_STAMPING: Y 11 1921
 JN0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0087+STABILITY: SURFACE MOTION
 JN0087
 JN0087  HISTORY     - Date     Condition        Report By
 JN0087  HISTORY     - 1921     MONUMENTED       CGS
 JN0087  HISTORY     - 1958     MARK NOT FOUND   CGS
 JN0087
 JN0087                          STATION DESCRIPTION
 JN0087
 JN0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0087'15.0 MI NE FROM CAINVILLE.
 JN0087'15 MILES NORTHEAST ALONG THE GREEN RIVER ROAD FROM CAINEVILLE WAYNE
 JN0087'COUNTY, 3-1/2 MILES SOUTH OF THE MUDDY RIVER CROSSING, 21 FEET WEST OF
 JN0087'THE ROAD, AND NEAR A CAIRN.  A STANDARD DISK, STAMPED Y 11 1921 AND
 JN0087'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0088 ***********************************************************************
 JN0088  DESIGNATION -  Y 111
 JN0088  PID         -  JN0088
 JN0088  STATE/COUNTY-  UT/WAYNE
 JN0088  COUNTRY     -  US
 JN0088  USGS QUAD   -  SKYLINE RIM (2017)
 JN0088
 JN0088                         *CURRENT SURVEY CONTROL
 JN0088  ______________________________________________________________________
 JN0088* NAD 83(1986) POSITION- 38 25 32.     (N) 110 49 39.     (W)   SCALED
 JN0088* NAVD 88 ORTHO HEIGHT -  1429.230 (meters)     4689.07  (feet) ADJUSTED
 JN0088  ______________________________________________________________________
 JN0088  GEOID HEIGHT    -        -20.025 (meters)                     GEOID18
 JN0088  DYNAMIC HEIGHT  -       1427.768 (meters)     4684.27  (feet) COMP
 JN0088  MODELED GRAVITY -    979,555.9   (mgal)                       NAVD 88
 JN0088
 JN0088  VERT ORDER      -  FIRST     CLASS II
 JN0088
 JN0088.The horizontal coordinates were scaled from a map and have
 JN0088.an estimated accuracy of +/- 6 seconds.
 JN0088
 JN0088.The orthometric height was determined by differential leveling and
 JN0088.adjusted by the NATIONAL GEODETIC SURVEY
 JN0088.in June 1991.
 JN0088
 JN0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0088.GEOID18 height accuracy estimate available here.
 JN0088
 JN0088.Click photographs - Photos may exist for this station.
 JN0088
 JN0088.The dynamic height is computed by dividing the NAVD 88
 JN0088.geopotential number by the normal gravity value computed on the
 JN0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0088.degrees latitude (g = 980.6199 gals.).
 JN0088
 JN0088.The modeled gravity was interpolated from observed gravity values.
 JN0088
 JN0088;                    North         East    Units  Estimated Accuracy
 JN0088;SPC UT S     - 3,195,430.      558,730.      MT  (+/- 180 meters Scaled)
 JN0088
 JN0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH150530(NAD 83)
 JN0088
 JN0088                          SUPERSEDED SURVEY CONTROL
 JN0088
 JN0088  NGVD 29 (??/??/92) 1428.177  (m)         4685.61   (f) ADJ UNCH    1 2
 JN0088
 JN0088.Superseded values are not recommended for survey control.
 JN0088
 JN0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0088.See file dsdata.pdf to determine how the superseded data were derived.
 JN0088
 JN0088_MARKER: DB = BENCH MARK DISK
 JN0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0088_STAMPING: Y 111 1958
 JN0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0088+STABILITY: SURFACE MOTION
 JN0088
 JN0088  HISTORY     - Date     Condition        Report By
 JN0088  HISTORY     - 1958     MONUMENTED       CGS
 JN0088
 JN0088                          STATION DESCRIPTION
 JN0088
 JN0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JN0088'12.7 MI NW FROM HANKSVILLE.
 JN0088'8.2 MILES WEST ALONG STATE HIGHWAY 24 FROM THE GRADE SCHOOL AT
 JN0088'HANKSVILLE, THENCE 4.5 MILES NORTH ALONG A DIRT ROAD, 65 YARDS NORTH
 JN0088'OF THE CENTER OF THE INTERSECTION OF A NORTHEAST-SOUTHWEST DIRT ROAD,
 JN0088'0.07 MILE SOUTH OF THE CROSSING OF A WASH, AT A SUMMIT, 45 FEET EAST
 JN0088'OF THE CENTER LINE OF THE ROAD, 95 FEET NORTHEAST AND ACROSS THE ROAD
 JN0088'FROM THE CENTER LINE OF THE ROAD, 95 FEET NORTHEAST AND ACROSS THE
 JN0088'ROAD FROM THE CENTER OF A BULL-DOZED PILE OF DIRT, 2.2 FEET WEST OF A
 JN0088'WITNESS POST, LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JN0088'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0053 ***********************************************************************
 JN0053  DESIGNATION -  Y 112 RESET
 JN0053  PID         -  JN0053
 JN0053  STATE/COUNTY-  UT/WAYNE
 JN0053  COUNTRY     -  US
 JN0053  USGS QUAD   -  BULL MOUNTAIN (2017)
 JN0053
 JN0053                         *CURRENT SURVEY CONTROL
 JN0053  ______________________________________________________________________
 JN0053* NAD 83(1986) POSITION- 38 11 48.     (N) 110 37 54.     (W)   SCALED
 JN0053* NAVD 88 ORTHO HEIGHT -  1468.24  (+/-2cm)     4817.1   (feet) VERTCON3
 JN0053  ______________________________________________________________________
 JN0053  GEOID HEIGHT    -        -20.323 (meters)                     GEOID18
 JN0053  VERT ORDER      -  THIRD (See Below)
 JN0053
 JN0053.The horizontal coordinates were scaled from a map and have
 JN0053.an estimated accuracy of +/- 6 seconds.
 JN0053
 JN0053.The NAVD 88 height was computed by applying the VERTCON shift value to
 JN0053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JN0053
 JN0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0053.GEOID18 height accuracy estimate available here.
 JN0053
 JN0053.The vertical order pertains to the NGVD 29 superseded value.
 JN0053
 JN0053.Click photographs - Photos may exist for this station.
 JN0053
 JN0053;                    North         East    Units  Estimated Accuracy
 JN0053;SPC UT S     - 3,170,160.      576,060.      MT  (+/- 180 meters Scaled)
 JN0053
 JN0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH322277(NAD 83)
 JN0053
 JN0053                          SUPERSEDED SURVEY CONTROL
 JN0053
 JN0053  NGVD 29 (??/??/??) 1467.19   (m)         4813.6    (f) RESET       3  
 JN0053
 JN0053.Superseded values are not recommended for survey control.
 JN0053
 JN0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0053.See file dsdata.pdf to determine how the superseded data were derived.
 JN0053
 JN0053_MARKER: DB = BENCH MARK DISK
 JN0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JN0053_SP_SET: MARKER POST
 JN0053_STAMPING: Y 112 RESET 1968
 JN0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JN0053
 JN0053  HISTORY     - Date     Condition        Report By
 JN0053  HISTORY     - 1968     MONUMENTED       CGS
 JN0053
 JN0053                          STATION DESCRIPTION
 JN0053
 JN0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 JN0053'14.3 MI SE FROM HANKSVILLE.
 JN0053'14.3 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE SCHOOL AT
 JN0053'HANKSVILLE, IN T 30 S, R 12 E, SECTION 17, 0.15 OF A MILE SOUTHEAST OF
 JN0053'THE T JUNCTION OF A DIRT ROAD LEADING SOUTHWEST TO GRANITE RANCH, 200
 JN0053'FEET RIGHT OF U 95 HIGHWAY STATION 775+00, SET IN THE TOP OF A
 JN0053'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0005 ***********************************************************************
 HN0005  DESIGNATION -  Y 113
 HN0005  PID         -  HN0005
 HN0005  STATE/COUNTY-  UT/GARFIELD
 HN0005  COUNTRY     -  US
 HN0005  USGS QUAD   -  HITE NORTH (2017)
 HN0005
 HN0005                         *CURRENT SURVEY CONTROL
 HN0005  ______________________________________________________________________
 HN0005* NAD 83(1986) POSITION- 37 57 49.     (N) 110 29 31.     (W)   SCALED
 HN0005* NAVD 88 ORTHO HEIGHT -  1248.834 (meters)     4097.22  (feet) ADJUSTED
 HN0005  ______________________________________________________________________
 HN0005  GEOID HEIGHT    -        -20.677 (meters)                     GEOID18
 HN0005  DYNAMIC HEIGHT  -       1247.553 (meters)     4093.01  (feet) COMP
 HN0005  MODELED GRAVITY -    979,561.1   (mgal)                       NAVD 88
 HN0005
 HN0005  VERT ORDER      -  FIRST     CLASS II
 HN0005
 HN0005.The horizontal coordinates were scaled from a map and have
 HN0005.an estimated accuracy of +/- 6 seconds.
 HN0005
 HN0005.The orthometric height was determined by differential leveling and
 HN0005.adjusted by the NATIONAL GEODETIC SURVEY
 HN0005.in June 1991.
 HN0005
 HN0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0005.GEOID18 height accuracy estimate available here.
 HN0005
 HN0005.Click photographs - Photos may exist for this station.
 HN0005
 HN0005.The dynamic height is computed by dividing the NAVD 88
 HN0005.geopotential number by the normal gravity value computed on the
 HN0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0005.degrees latitude (g = 980.6199 gals.).
 HN0005
 HN0005.The modeled gravity was interpolated from observed gravity values.
 HN0005
 HN0005;                    North         East    Units  Estimated Accuracy
 HN0005;SPC UT S     - 3,144,420.      588,580.      MT  (+/- 180 meters Scaled)
 HN0005
 HN0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWH446018(NAD 83)
 HN0005
 HN0005                          SUPERSEDED SURVEY CONTROL
 HN0005
 HN0005  NGVD 29 (??/??/92) 1247.860  (m)         4094.02   (f) ADJ UNCH    1 2
 HN0005
 HN0005.Superseded values are not recommended for survey control.
 HN0005
 HN0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0005.See file dsdata.pdf to determine how the superseded data were derived.
 HN0005
 HN0005_MARKER: DB = BENCH MARK DISK
 HN0005_SETTING: 66 = SET IN ROCK OUTCROP
 HN0005_STAMPING: Y 113 1958
 HN0005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0005+STABILITY: POSITION/ELEVATION WELL
 HN0005
 HN0005  HISTORY     - Date     Condition        Report By
 HN0005  HISTORY     - 1958     MONUMENTED       CGS
 HN0005  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0005  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0005
 HN0005                          STATION DESCRIPTION
 HN0005
 HN0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0005'37.45 MI SE FROM HANKSVILLE.
 HN0005'ABOUT 37.45 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE GRADE
 HN0005'SCHOOL AT HANKSVILLE, 0.12 MILE SOUTH OF THE CROSSING OF A
 HN0005'CATTLEGUARD, ABOUT 100 YARDS NORTH OF THE MOUTH OF HOG CANYON, AT THE
 HN0005'NORTHWEST END OF A CUT, IN THE TOP OF THE BOTTOM LEDGE OF A MASSIVE
 HN0005'SANDSTONE BLUFF, 17 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 HN0005'7.1 FEET WEST OF A WITNESS POST AND ABOUT 5 FEET HIGHER THAN THE
 HN0005'HIGHWAY.
 HN0005
 HN0005                          STATION RECOVERY (1982)
 HN0005
 HN0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0005'MARK NOT FOUND.
 HN0005
 HN0005                          STATION RECOVERY (1982)
 HN0005
 HN0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0005'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0037 ***********************************************************************
 HN0037  DESIGNATION -  Y 114
 HN0037  PID         -  HN0037
 HN0037  STATE/COUNTY-  UT/SAN JUAN
 HN0037  COUNTRY     -  US
 HN0037  USGS QUAD   -  COPPER POINT (2017)
 HN0037
 HN0037                         *CURRENT SURVEY CONTROL
 HN0037  ______________________________________________________________________
 HN0037* NAD 83(1986) POSITION- 37 48 01.     (N) 110 18 23.     (W)   SCALED
 HN0037* NAVD 88 ORTHO HEIGHT -  1409.374 (meters)     4623.92  (feet) ADJUSTED
 HN0037  ______________________________________________________________________
 HN0037  GEOID HEIGHT    -        -20.948 (meters)                     GEOID18
 HN0037  DYNAMIC HEIGHT  -       1407.852 (meters)     4618.93  (feet) COMP
 HN0037  MODELED GRAVITY -    979,501.4   (mgal)                       NAVD 88
 HN0037
 HN0037  VERT ORDER      -  FIRST     CLASS II
 HN0037
 HN0037.The horizontal coordinates were scaled from a map and have
 HN0037.an estimated accuracy of +/- 6 seconds.
 HN0037
 HN0037.The orthometric height was determined by differential leveling and
 HN0037.adjusted by the NATIONAL GEODETIC SURVEY
 HN0037.in June 1991.
 HN0037
 HN0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0037.GEOID18 height accuracy estimate available here.
 HN0037
 HN0037.Click photographs - Photos may exist for this station.
 HN0037
 HN0037.The dynamic height is computed by dividing the NAVD 88
 HN0037.geopotential number by the normal gravity value computed on the
 HN0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0037.degrees latitude (g = 980.6199 gals.).
 HN0037
 HN0037.The modeled gravity was interpolated from observed gravity values.
 HN0037
 HN0037;                    North         East    Units  Estimated Accuracy
 HN0037;SPC UT S     - 3,126,480.      605,110.      MT  (+/- 180 meters Scaled)
 HN0037
 HN0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG610838(NAD 83)
 HN0037
 HN0037                          SUPERSEDED SURVEY CONTROL
 HN0037
 HN0037  NGVD 29 (??/??/92) 1408.374  (m)         4620.64   (f) ADJ UNCH    1 2
 HN0037
 HN0037.Superseded values are not recommended for survey control.
 HN0037
 HN0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0037.See file dsdata.pdf to determine how the superseded data were derived.
 HN0037
 HN0037_MARKER: DB = BENCH MARK DISK
 HN0037_SETTING: 66 = SET IN ROCK OUTCROP
 HN0037_STAMPING: Y 114 1958
 HN0037_MARK LOGO: CGS
 HN0037_MAGNETIC: N = NO MAGNETIC MATERIAL
 HN0037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0037+STABILITY: POSITION/ELEVATION WELL
 HN0037
 HN0037  HISTORY     - Date     Condition        Report By
 HN0037  HISTORY     - 1958     MONUMENTED       CGS
 HN0037  HISTORY     - 19760413 GOOD             NGS
 HN0037
 HN0037                          STATION DESCRIPTION
 HN0037
 HN0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0037'15.25 MI NW FROM FRY CANYON.
 HN0037'ABOUT 15.25 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST
 HN0037'OFFICE AT FRY CANYON, 0.3 MILE NORTHWEST OF THE CROSSING OF A WASH, AT
 HN0037'A SUMMIT AND ON THE OUTSIDE OF A LONG CURVE, IN THE TOP AND 41 FEET
 HN0037'SOUTHEAST OF THE NORTHWEST END OF A LONG OUTCROP WHICH PARALLELS THE
 HN0037'HIGHWAY, 27 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET
 HN0037'SOUTHWEST OF A WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.
 HN0037
 HN0037                          STATION RECOVERY (1976)
 HN0037
 HN0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HN0037'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN1008 ***********************************************************************
 HN1008  DESIGNATION -  Y 114 RESET
 HN1008  PID         -  HN1008
 HN1008  STATE/COUNTY-  UT/SAN JUAN
 HN1008  COUNTRY     -  US
 HN1008  USGS QUAD   -  COPPER POINT (2017)
 HN1008
 HN1008                         *CURRENT SURVEY CONTROL
 HN1008  ______________________________________________________________________
 HN1008* NAD 83(1986) POSITION- 37 48 01.     (N) 110 18 23.     (W)   SCALED
 HN1008* NAVD 88 ORTHO HEIGHT -  1404.49  (meters)     4607.9   (feet) RESET
 HN1008  ______________________________________________________________________
 HN1008  GEOID HEIGHT    -        -20.948 (meters)                     GEOID18
 HN1008  VERT ORDER      -  THIRD
 HN1008
 HN1008.The horizontal coordinates were scaled from a map and have
 HN1008.an estimated accuracy of +/- 6 seconds.
 HN1008
 HN1008.The orthometric height was computed from unverified reset data.
 HN1008
 HN1008.No vertical observational check was made to the station.
 HN1008
 HN1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN1008.GEOID18 height accuracy estimate available here.
 HN1008
 HN1008.Click photographs - Photos may exist for this station.
 HN1008
 HN1008;                    North         East    Units  Estimated Accuracy
 HN1008;SPC UT S     - 3,126,480.      605,110.      MT  (+/- 180 meters Scaled)
 HN1008
 HN1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG610838(NAD 83)
 HN1008
 HN1008                          SUPERSEDED SURVEY CONTROL
 HN1008
 HN1008  NGVD 29 (07/25/12) 1403.49   (m)         4604.6    (f) RESET       3  
 HN1008
 HN1008.Superseded values are not recommended for survey control.
 HN1008
 HN1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN1008.See file dsdata.pdf to determine how the superseded data were derived.
 HN1008
 HN1008_MARKER: DV = VERTICAL CONTROL DISK
 HN1008_SETTING: 66 = SET IN ROCK OUTCROP
 HN1008_STAMPING: Y 114 RESET 1976
 HN1008_MARK LOGO: NGS
 HN1008_MAGNETIC: N = NO MAGNETIC MATERIAL
 HN1008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN1008+STABILITY: POSITION/ELEVATION WELL
 HN1008
 HN1008  HISTORY     - Date     Condition        Report By
 HN1008  HISTORY     - 1976     MONUMENTED       NGS
 HN1008
 HN1008                          STATION DESCRIPTION
 HN1008
 HN1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HN1008'14.2 MILES (22.9 KM) NORTHWEST ALONG STATE HIGHWAY 95 FROM THE POST
 HN1008'OFFICE AND STORE IN FRY CANYON, 163 FEET (49.7 M) NORTHEAST OF THE
 HN1008'APPROXIMATE CENTER OF STATE HIGHWAY 95, 93 FEET (28.3 M) NORTHEAST OF
 HN1008'A METAL WITNESS POST AND 3 FEET (0.9 M) SOUTHWEST OF A SMALL CAIRN,
 HN1008'SET IN THE TOP OF A ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0062 ***********************************************************************
 HN0062  DESIGNATION -  Y 115
 HN0062  PID         -  HN0062
 HN0062  STATE/COUNTY-  UT/SAN JUAN
 HN0062  COUNTRY     -  US
 HN0062  USGS QUAD   -  MOSS BACK BUTTE (2017)
 HN0062
 HN0062                         *CURRENT SURVEY CONTROL
 HN0062  ______________________________________________________________________
 HN0062* NAD 83(1986) POSITION- 37 36 57.     (N) 110 04 55.     (W)   SCALED
 HN0062* NAVD 88 ORTHO HEIGHT -  1778.705 (meters)     5835.63  (feet) ADJUSTED
 HN0062  ______________________________________________________________________
 HN0062  GEOID HEIGHT    -        -20.029 (meters)                     GEOID18
 HN0062  DYNAMIC HEIGHT  -       1776.681 (meters)     5828.99  (feet) COMP
 HN0062  MODELED GRAVITY -    979,428.6   (mgal)                       NAVD 88
 HN0062
 HN0062  VERT ORDER      -  FIRST     CLASS II
 HN0062
 HN0062.The horizontal coordinates were scaled from a map and have
 HN0062.an estimated accuracy of +/- 6 seconds.
 HN0062
 HN0062.The orthometric height was determined by differential leveling and
 HN0062.adjusted by the NATIONAL GEODETIC SURVEY
 HN0062.in June 1991.
 HN0062
 HN0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0062.GEOID18 height accuracy estimate available here.
 HN0062
 HN0062.Click photographs - Photos may exist for this station.
 HN0062
 HN0062.The dynamic height is computed by dividing the NAVD 88
 HN0062.geopotential number by the normal gravity value computed on the
 HN0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0062.degrees latitude (g = 980.6199 gals.).
 HN0062
 HN0062.The modeled gravity was interpolated from observed gravity values.
 HN0062
 HN0062;                    North         East    Units  Estimated Accuracy
 HN0062;SPC UT S     - 3,106,290.      625,190.      MT  (+/- 180 meters Scaled)
 HN0062
 HN0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG810635(NAD 83)
 HN0062
 HN0062                          SUPERSEDED SURVEY CONTROL
 HN0062
 HN0062  NGVD 29 (??/??/92) 1777.669  (m)         5832.24   (f) ADJ UNCH    1 2
 HN0062
 HN0062.Superseded values are not recommended for survey control.
 HN0062
 HN0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0062.See file dsdata.pdf to determine how the superseded data were derived.
 HN0062
 HN0062_MARKER: DB = BENCH MARK DISK
 HN0062_SETTING: 66 = SET IN ROCK OUTCROP
 HN0062_STAMPING: Y 115 1958
 HN0062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0062+STABILITY: POSITION/ELEVATION WELL
 HN0062
 HN0062  HISTORY     - Date     Condition        Report By
 HN0062  HISTORY     - 1958     MONUMENTED       CGS
 HN0062  HISTORY     - 1982     GOOD             USGS
 HN0062  HISTORY     - 1982     GOOD             USGS
 HN0062
 HN0062                          STATION DESCRIPTION
 HN0062
 HN0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HN0062'6.3 MI E FROM FRY CANYON.
 HN0062'ABOUT 6.3 MILES EAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0062'FRY CANYON, 0.25 MILE SOUTH OF THE INTERSECTION OF A DIRT ROAD, 85
 HN0062'YARDS NORTHWEST OF THE CENTER OF THE CROSSING OF A LARGE WASH, 39 FEET
 HN0062'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A 15 X
 HN0062'21-FOOT OUTCROP THAT IS FLUSH WITH THE GROUND, 19 FEET SOUTHWEST OF AN
 HN0062'8-INCH FIR TREE BEARING A SURVEY PLAQUE, 2 FEET SOUTH OF A CAIRN AND
 HN0062'ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 HN0062
 HN0062                          STATION RECOVERY (1982)
 HN0062
 HN0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0062'ABOUT 5.9 MILES SOUTHEAST ALONG STATE HWY. 95 FROM THE POST OFFICE AT
 HN0062'FRY CANYON, ABOUT 0.3 MILES SOUTHEAST OF A JUNCTION WITH A DIRT ROAD
 HN0062'LEADING SOUTHWEST, 169 FEET EAST OF THE CENTERLINE OF THE HWY, IN THE
 HN0062'TOP OF A 15 X 21 FOOT ROCK OUTCROP THAT IS FLUSH WITH THE GROUND, 19
 HN0062'FEET SOUTHWEST OF A TREE BEARING A SURVEY PLAQUE.
 HN0062
 HN0062                          STATION RECOVERY (1982)
 HN0062
 HN0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0062'ABOUT 5.9 MILES SOUTHEAST ALONG STATE HWY. 95 FROM THE POST OFFICE AT
 HN0062'FRY CANYON, ABOUT 0.3 MILES SOUTHEAST OF A JUNCTION WITH A DIRT ROAD
 HN0062'LEADING SOUTHWEST, 169 FEET EAST OF THE CENTERLINE OF THE HWY, IN THE
 HN0062'TOP OF A 15 X 21 FOOT ROCK OUTCROP THAT IS FLUSH WITH THE GROUND, 19
 HN0062'FEET SOUTHWEST OF A TREE BEARING A SURVEY PLAQUE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0288 ***********************************************************************
 HM0288  DESIGNATION -  Y 116
 HM0288  PID         -  HM0288
 HM0288  STATE/COUNTY-  UT/SAN JUAN
 HM0288  COUNTRY     -  US
 HM0288  USGS QUAD   -  SOUTH LONG POINT (2017)
 HM0288
 HM0288                         *CURRENT SURVEY CONTROL
 HM0288  ______________________________________________________________________
 HM0288* NAD 83(1986) POSITION- 37 32 40.     (N) 109 46 05.     (W)   SCALED
 HM0288* NAVD 88 ORTHO HEIGHT -  1939.450 (meters)     6363.01  (feet) ADJUSTED
 HM0288  ______________________________________________________________________
 HM0288  GEOID HEIGHT    -        -19.707 (meters)                     GEOID18
 HM0288  DYNAMIC HEIGHT  -       1937.164 (meters)     6355.51  (feet) COMP
 HM0288  MODELED GRAVITY -    979,382.0   (mgal)                       NAVD 88
 HM0288
 HM0288  VERT ORDER      -  FIRST     CLASS II
 HM0288
 HM0288.The horizontal coordinates were scaled from a map and have
 HM0288.an estimated accuracy of +/- 6 seconds.
 HM0288
 HM0288.The orthometric height was determined by differential leveling and
 HM0288.adjusted by the NATIONAL GEODETIC SURVEY
 HM0288.in June 1991.
 HM0288
 HM0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0288.GEOID18 height accuracy estimate available here.
 HM0288
 HM0288.Click photographs - Photos may exist for this station.
 HM0288
 HM0288.The dynamic height is computed by dividing the NAVD 88
 HM0288.geopotential number by the normal gravity value computed on the
 HM0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0288.degrees latitude (g = 980.6199 gals.).
 HM0288
 HM0288.The modeled gravity was interpolated from observed gravity values.
 HM0288
 HM0288;                    North         East    Units  Estimated Accuracy
 HM0288;SPC UT S     - 3,098,840.      653,040.      MT  (+/- 180 meters Scaled)
 HM0288
 HM0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG088559(NAD 83)
 HM0288
 HM0288                          SUPERSEDED SURVEY CONTROL
 HM0288
 HM0288  NGVD 29 (??/??/92) 1938.369  (m)         6359.47   (f) ADJ UNCH    1 2
 HM0288
 HM0288.Superseded values are not recommended for survey control.
 HM0288
 HM0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0288.See file dsdata.pdf to determine how the superseded data were derived.
 HM0288
 HM0288_MARKER: DB = BENCH MARK DISK
 HM0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0288_STAMPING: Y 116 1958
 HM0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0288+STABILITY: SURFACE MOTION
 HM0288
 HM0288  HISTORY     - Date     Condition        Report By
 HM0288  HISTORY     - 1958     MONUMENTED       CGS
 HM0288  HISTORY     - 1959     GOOD             CGS
 HM0288  HISTORY     - 1979     GOOD             USGS
 HM0288
 HM0288                          STATION DESCRIPTION
 HM0288
 HM0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0288'25.55 MI W FROM BLANDING.
 HM0288'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0288'BLANDING, THENCE 21.65 MILES WEST ALONG STATE HIGHWAY 95, 48 FEET
 HM0288'SOUTH-SOUTHWEST OF THE CENTER OF THE JUNCTION OF A TRACK ROAD
 HM0288'SOUTHEAST, 41 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 32 FEET
 HM0288'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.3 FEET EAST OF A WITNESS
 HM0288'POST, ABOUT LEVEL WITH THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 HM0288'PROJECTING 6 INCHES.
 HM0288
 HM0288                          STATION RECOVERY (1979)
 HM0288
 HM0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HM0288'FROM THE POST OFFICE IN BLANDING. ABOUT 4.3 MILES SOUTH ALONG STATE
 HM0288'HIGHWAY 163, THENCE 21.9 MILES WEST ALONG STATE HIGHWAY 95 TO SIDE
 HM0288'ROAD LEFT (OLD HIGHWAY ALIGNMENT).  TURN LEFT AND GO WEST 0.4 MILES TO
 HM0288'SIDE ROAD LEFT.  48 FEET SOUTH-SOUTHWEST OF THE ROAD INTERSECTION, 40
 HM0288'FEET SOUTH OF THE MAIN ROAD, 2.3 FEET EAST OF A WITNESS POST, ABOUT
 HM0288'LEVEL WITH THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 HM0288'INCHES.  A STANDARD NGS DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0312 ***********************************************************************
 HM0312  DESIGNATION -  Y 117
 HM0312  PID         -  HM0312
 HM0312  STATE/COUNTY-  UT/SAN JUAN
 HM0312  COUNTRY     -  US
 HM0312  USGS QUAD   -  BLACK MESA BUTTE (2017)
 HM0312
 HM0312                         *CURRENT SURVEY CONTROL
 HM0312  ______________________________________________________________________
 HM0312* NAD 83(1986) POSITION- 37 33 50.     (N) 109 33 27.     (W)   SCALED
 HM0312* NAVD 88 ORTHO HEIGHT -  1659.193 (meters)     5443.54  (feet) ADJUSTED
 HM0312  ______________________________________________________________________
 HM0312  GEOID HEIGHT    -        -20.048 (meters)                     GEOID18
 HM0312  DYNAMIC HEIGHT  -       1657.297 (meters)     5437.32  (feet) COMP
 HM0312  MODELED GRAVITY -    979,429.3   (mgal)                       NAVD 88
 HM0312
 HM0312  VERT ORDER      -  FIRST     CLASS II
 HM0312
 HM0312.The horizontal coordinates were scaled from a map and have
 HM0312.an estimated accuracy of +/- 6 seconds.
 HM0312
 HM0312.The orthometric height was determined by differential leveling and
 HM0312.adjusted by the NATIONAL GEODETIC SURVEY
 HM0312.in June 1991.
 HM0312
 HM0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0312.GEOID18 height accuracy estimate available here.
 HM0312
 HM0312.Click photographs - Photos may exist for this station.
 HM0312
 HM0312.The dynamic height is computed by dividing the NAVD 88
 HM0312.geopotential number by the normal gravity value computed on the
 HM0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0312.degrees latitude (g = 980.6199 gals.).
 HM0312
 HM0312.The modeled gravity was interpolated from observed gravity values.
 HM0312
 HM0312;                    North         East    Units  Estimated Accuracy
 HM0312;SPC UT S     - 3,101,360.      671,600.      MT  (+/- 180 meters Scaled)
 HM0312
 HM0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG273584(NAD 83)
 HM0312
 HM0312                          SUPERSEDED SURVEY CONTROL
 HM0312
 HM0312  NGVD 29 (??/??/92) 1658.172  (m)         5440.19   (f) ADJ UNCH    1 2
 HM0312
 HM0312.Superseded values are not recommended for survey control.
 HM0312
 HM0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0312.See file dsdata.pdf to determine how the superseded data were derived.
 HM0312
 HM0312_MARKER: DB = BENCH MARK DISK
 HM0312_SETTING: 66 = SET IN ROCK OUTCROP
 HM0312_STAMPING: Y 117 1958
 HM0312_MARK LOGO: CGS
 HM0312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0312+STABILITY: POSITION/ELEVATION WELL
 HM0312
 HM0312  HISTORY     - Date     Condition        Report By
 HM0312  HISTORY     - 1958     MONUMENTED       CGS
 HM0312  HISTORY     - 1959     GOOD             CGS
 HM0312  HISTORY     - 1979     GOOD             NGS
 HM0312  HISTORY     - 1979     GOOD             NGS
 HM0312
 HM0312                          STATION DESCRIPTION
 HM0312
 HM0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HM0312'8.55 MI W FROM BLANDING.
 HM0312'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0312'BLANDING, THENCE 4.65 MILES WEST ALONG STATE HIGHWAY 95, AT THE SOUTH
 HM0312'END OF A FILL AND THE NORTH END OF A CUT, SET VERTICALLY IN THE EAST
 HM0312'FACE AND NEAR THE SOUTHEAST CORNER OF A 10 X 27-FOOT SANDSTONE OUTCROP
 HM0312'THAT PROJECTS 8 FEET, 106 FEET OF THE CENTER LINE OF THE HIGHWAY, 25
 HM0312'FEET NORTHWEST OF A FORKED 15-INCH PINON TREE, 4 1/2 FEET SOUTH OF A
 HM0312'WITNESS POST, 6 FEET HIGHER THAN THE HIGHWAY AND ABOUT 1 FOOT ABOVE
 HM0312'THE GROUND.
 HM0312
 HM0312                          STATION RECOVERY (1979)
 HM0312
 HM0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0312'RECOVERED IN GOOD CONDITION.
 HM0312
 HM0312                          STATION RECOVERY (1979)
 HM0312
 HM0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0312'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0327 ***********************************************************************
 HN0327  DESIGNATION -  Y 12
 HN0327  PID         -  HN0327
 HN0327  STATE/COUNTY-  UT/GARFIELD
 HN0327  COUNTRY     -  US
 HN0327  USGS QUAD   -  DEER POINT (2017)
 HN0327
 HN0327                         *CURRENT SURVEY CONTROL
 HN0327  ______________________________________________________________________
 HN0327* NAD 83(1986) POSITION- 37 38 57.     (N) 110 54 30.     (W)   SCALED
 HN0327* NAVD 88 ORTHO HEIGHT -  1289.367 (meters)     4230.20  (feet) POSTED
 HN0327  ______________________________________________________________________
 HN0327  GEOID HEIGHT    -        -21.628 (meters)                     GEOID18
 HN0327  DYNAMIC HEIGHT  -       1287.89  (meters)     4225.4   (feet) COMP
 HN0327  MODELED GRAVITY -    979,442.7   (mgal)                       NAVD 88
 HN0327
 HN0327  VERT ORDER      -  * POSTED, SEE BELOW
 HN0327
 HN0327.The horizontal coordinates were scaled from a map and have
 HN0327.an estimated accuracy of +/- 6 seconds.
 HN0327
 HN0327.The orthometric height was determined by differential leveling
 HN0327.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HN0327
 HN0327.* This is a POSTED BENCH MARK height.
 HN0327
 HN0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0327.GEOID18 height accuracy estimate available here.
 HN0327
 HN0327.Click photographs - Photos may exist for this station.
 HN0327
 HN0327.The dynamic height is computed by dividing the NAVD 88
 HN0327.geopotential number by the normal gravity value computed on the
 HN0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0327.degrees latitude (g = 980.6199 gals.).
 HN0327
 HN0327.The modeled gravity was interpolated from observed gravity values.
 HN0327
 HN0327;                    North         East    Units  Estimated Accuracy
 HN0327;SPC UT S     - 3,109,210.      552,210.      MT  (+/- 180 meters Scaled)
 HN0327
 HN0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG080668(NAD 83)
 HN0327
 HN0327                          SUPERSEDED SURVEY CONTROL
 HN0327
 HN0327  NGVD 29 (??/??/92) 1288.251  (m)         4226.54   (f) ADJ UNCH    1 2
 HN0327
 HN0327.Superseded values are not recommended for survey control.
 HN0327
 HN0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0327.See file dsdata.pdf to determine how the superseded data were derived.
 HN0327
 HN0327_MARKER: DB = BENCH MARK DISK
 HN0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HN0327_SP_SET: REEF
 HN0327_STAMPING: Y 12 1921
 HN0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HN0327
 HN0327  HISTORY     - Date     Condition        Report By
 HN0327  HISTORY     - 1921     MONUMENTED       CGS
 HN0327  HISTORY     - 1953     MARK NOT FOUND   USGS
 HN0327
 HN0327                          STATION DESCRIPTION
 HN0327
 HN0327'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HN0327'9.5 MI S FROM MULEY TANKS.
 HN0327'9-1/2 MILES SOUTH OF MULEY TANKS, GARFIELD COUNTY, 600 FEET SOUTH
 HN0327'ALONG A SMALL WHITE SANDSTONE REEF EXTENDING FROM THE POINT WHERE HALL
 HN0327'CREEK BENDS SHARPLY TO THE LEFT, IN THE REEF, NEAR A CAIRN, AND ABOUT
 HN0327'1 FOOT HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED Y 12 1921.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0464 ***********************************************************************
 MR0464  DESIGNATION -  Y 125
 MR0464  PID         -  MR0464
 MR0464  STATE/COUNTY-  UT/CACHE
 MR0464  COUNTRY     -  US
 MR0464  USGS QUAD   -  TEMPLE PEAK (2017)
 MR0464
 MR0464                         *CURRENT SURVEY CONTROL
 MR0464  ______________________________________________________________________
 MR0464* NAD 83(1986) POSITION- 41 49 46.3    (N) 111 36 16.5    (W)   HD_HELD2
 MR0464* NAVD 88 ORTHO HEIGHT -  1769.858 (meters)     5806.61  (feet) ADJUSTED
 MR0464  ______________________________________________________________________
 MR0464  GEOID HEIGHT    -        -14.526 (meters)                     GEOID18
 MR0464  DYNAMIC HEIGHT  -       1768.454 (meters)     5802.00  (feet) COMP
 MR0464  MODELED GRAVITY -    979,767.1   (mgal)                       NAVD 88
 MR0464
 MR0464  VERT ORDER      -  SECOND    CLASS 0
 MR0464
 MR0464.The horizontal coordinates were established by autonomous hand held GPS
 MR0464.observations and have an estimated accuracy of +/- 10 meters.
 MR0464
 MR0464.The orthometric height was determined by differential leveling and
 MR0464.adjusted by the NATIONAL GEODETIC SURVEY
 MR0464.in June 1991.
 MR0464
 MR0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0464.GEOID18 height accuracy estimate available here.
 MR0464
 MR0464.Click photographs - Photos may exist for this station.
 MR0464
 MR0464.The dynamic height is computed by dividing the NAVD 88
 MR0464.geopotential number by the normal gravity value computed on the
 MR0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0464.degrees latitude (g = 980.6199 gals.).
 MR0464
 MR0464.The modeled gravity was interpolated from observed gravity values.
 MR0464
 MR0464;                    North         East    Units  Estimated Accuracy
 MR0464;SPC UT N     - 1,166,164.      491,312.      MT  (+/- 10 meters HH2 GPS)
 MR0464
 MR0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM4979631025(NAD 83)
 MR0464
 MR0464                          SUPERSEDED SURVEY CONTROL
 MR0464
 MR0464  NGVD 29 (??/??/92) 1768.671  (m)         5802.71   (f) ADJ UNCH    2 0
 MR0464
 MR0464.Superseded values are not recommended for survey control.
 MR0464
 MR0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0464.See file dsdata.pdf to determine how the superseded data were derived.
 MR0464
 MR0464_MARKER: DB = BENCH MARK DISK
 MR0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0464_STAMPING: Y 125 1934
 MR0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0464+STABILITY: SURFACE MOTION
 MR0464
 MR0464  HISTORY     - Date     Condition        Report By
 MR0464  HISTORY     - 1934     MONUMENTED       CGS
 MR0464  HISTORY     - 1969     MARK NOT FOUND   USGS
 MR0464
 MR0464                          STATION DESCRIPTION
 MR0464
 MR0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0464'16.4 MI NE FROM LOGAN.
 MR0464'ABOUT 16.4 MILES NORTHEAST ALONG U.S. HIGHWAY 89 FROM THE JUNIOR HIGH
 MR0464'SCHOOL AT LOGAN, CACHE COUNTY, AT THE SUMMIT OF A STEEP HILL, 30 FEET
 MR0464'NORTH OF THE NORTH END OF A DEEP ROCK CUT, 5 FEET NORTH OF A HIGHWAY
 MR0464'SIGN READING SLOW, AND 33 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.
 MR0464'A STANDARD DISK, STAMPED Y 125 1934 AND SET IN THE TOP OF A CONCRETE
 MR0464'POST.
 MR0464
 MR0464                          STATION RECOVERY (1969)
 MR0464
 MR0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MR0464'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0208 ***********************************************************************
 KN0208  DESIGNATION -  Y 131
 KN0208  PID         -  KN0208
 KN0208  STATE/COUNTY-  UT/SANPETE
 KN0208  COUNTRY     -  US
 KN0208  USGS QUAD   -  FAIRVIEW LAKES (2017)
 KN0208
 KN0208                         *CURRENT SURVEY CONTROL
 KN0208  ______________________________________________________________________
 KN0208* NAD 83(1986) POSITION- 39 39 27.     (N) 111 21 10.     (W)   SCALED
 KN0208* NAVD 88 ORTHO HEIGHT -  2440.772 (meters)     8007.77  (feet) ADJUSTED
 KN0208  ______________________________________________________________________
 KN0208  GEOID HEIGHT    -        -16.284 (meters)                     GEOID18
 KN0208  DYNAMIC HEIGHT  -       2438.072 (meters)     7998.91  (feet) COMP
 KN0208  MODELED GRAVITY -    979,431.6   (mgal)                       NAVD 88
 KN0208
 KN0208  VERT ORDER      -  SECOND    CLASS 0
 KN0208
 KN0208.The horizontal coordinates were scaled from a map and have
 KN0208.an estimated accuracy of +/- 6 seconds.
 KN0208
 KN0208.The orthometric height was determined by differential leveling and
 KN0208.adjusted by the NATIONAL GEODETIC SURVEY
 KN0208.in June 1991.
 KN0208
 KN0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0208.GEOID18 height accuracy estimate available here.
 KN0208
 KN0208.Click photographs - Photos may exist for this station.
 KN0208
 KN0208.The dynamic height is computed by dividing the NAVD 88
 KN0208.geopotential number by the normal gravity value computed on the
 KN0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0208.degrees latitude (g = 980.6199 gals.).
 KN0208
 KN0208.The modeled gravity was interpolated from observed gravity values.
 KN0208
 KN0208;                    North         East    Units  Estimated Accuracy
 KN0208;SPC UT C     - 2,147,020.      512,630.      MT  (+/- 180 meters Scaled)
 KN0208
 KN0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ697898(NAD 83)
 KN0208
 KN0208                          SUPERSEDED SURVEY CONTROL
 KN0208
 KN0208  NGVD 29 (??/??/92) 2439.463  (m)         8003.47   (f) ADJ UNCH    2 0
 KN0208
 KN0208.Superseded values are not recommended for survey control.
 KN0208
 KN0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0208.See file dsdata.pdf to determine how the superseded data were derived.
 KN0208
 KN0208_MARKER: DB = BENCH MARK DISK
 KN0208_SETTING: 66 = SET IN ROCK OUTCROP
 KN0208_STAMPING: Y 131 1935
 KN0208_MARK LOGO: CGS
 KN0208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KN0208+STABILITY: POSITION/ELEVATION WELL
 KN0208
 KN0208  HISTORY     - Date     Condition        Report By
 KN0208  HISTORY     - 1935     MONUMENTED       CGS
 KN0208  HISTORY     - 1964     MARK NOT FOUND   USGS
 KN0208
 KN0208                          STATION DESCRIPTION
 KN0208
 KN0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KN0208'5.9 MI E FROM FAIRVIEW.
 KN0208'ABOUT 5.9 MILES EAST ALONG STATE HIGHWAY 31 FROM THE POST OFFICE AT
 KN0208'FAIRVIEW, SANPETE COUNTY, AT THE MOUTH OF A SMALL DRAW, ABOUT 210 FEET
 KN0208'NORTHEAST OF A CURVE, ABOUT 108 FEET NORTH OF THE CENTER LINE OF THE
 KN0208'HIGHWAY, AND IN THE TOP OF A LIMESTONE ROCK LEDGE.  A STANDARD DISK,
 KN0208'STAMPED Y 131 1935.
 KN0208
 KN0208                          STATION RECOVERY (1964)
 KN0208
 KN0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KN0208'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0258 ***********************************************************************
 LO0258  DESIGNATION -  Y 132
 LO0258  PID         -  LO0258
 LO0258  STATE/COUNTY-  UT/SUMMIT
 LO0258  COUNTRY     -  US
 LO0258  USGS QUAD   -  COALVILLE (2017)
 LO0258
 LO0258                         *CURRENT SURVEY CONTROL
 LO0258  ______________________________________________________________________
 LO0258* NAD 83(1986) POSITION- 40 56 07.     (N) 111 23 48.     (W)   SCALED
 LO0258* NAVD 88 ORTHO HEIGHT -  1699.116 (meters)     5574.52  (feet) ADJUSTED
 LO0258  ______________________________________________________________________
 LO0258  GEOID HEIGHT    -        -15.857 (meters)                     GEOID18
 LO0258  DYNAMIC HEIGHT  -       1697.610 (meters)     5569.58  (feet) COMP
 LO0258  MODELED GRAVITY -    979,678.8   (mgal)                       NAVD 88
 LO0258
 LO0258  VERT ORDER      -  FIRST     CLASS II
 LO0258
 LO0258.The horizontal coordinates were scaled from a map and have
 LO0258.an estimated accuracy of +/- 6 seconds.
 LO0258
 LO0258.The orthometric height was determined by differential leveling and
 LO0258.adjusted by the NATIONAL GEODETIC SURVEY
 LO0258.in June 1991.
 LO0258
 LO0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0258.GEOID18 height accuracy estimate available here.
 LO0258
 LO0258.Click photographs - Photos may exist for this station.
 LO0258
 LO0258.The dynamic height is computed by dividing the NAVD 88
 LO0258.geopotential number by the normal gravity value computed on the
 LO0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0258.degrees latitude (g = 980.6199 gals.).
 LO0258
 LO0258.The modeled gravity was interpolated from observed gravity values.
 LO0258
 LO0258;                    North         East    Units  Estimated Accuracy
 LO0258;SPC UT N     - 1,066,850.      508,700.      MT  (+/- 180 meters Scaled)
 LO0258
 LO0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL666316(NAD 83)
 LO0258
 LO0258                          SUPERSEDED SURVEY CONTROL
 LO0258
 LO0258  NGVD 29 (??/??/92) 1697.845  (m)         5570.35   (f) ADJ UNCH    1 2
 LO0258
 LO0258.Superseded values are not recommended for survey control.
 LO0258
 LO0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0258.See file dsdata.pdf to determine how the superseded data were derived.
 LO0258
 LO0258_MARKER: DB = BENCH MARK DISK
 LO0258_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0258_SP_SET: CULVERT HEADWALL
 LO0258_STAMPING: Y 132 1958
 LO0258_MARK LOGO: CGS
 LO0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0258+STABILITY: SURFACE MOTION
 LO0258
 LO0258  HISTORY     - Date     Condition        Report By
 LO0258  HISTORY     - 1958     MONUMENTED       CGS
 LO0258
 LO0258                          STATION DESCRIPTION
 LO0258
 LO0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LO0258'1.4 MI N FROM COALVILLE.
 LO0258'ABOUT 1.4 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 LO0258'STATION AT COALVILLE, 7 POLES SOUTH OF MILEPOST 4, IN THE TOP OF THE
 LO0258'NORTH END OF THE EAST HEAD WALL OF CULVERT 424, 7 FEET EAST OF THE
 LO0258'EAST RAIL, 69 FEET WEST OF THE CENTER LINE OF U. S. HIGHWAY 89, AND
 LO0258'ABOUT 4 FEET LOWER THAN THE LEVEL OF THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0364 ***********************************************************************
 MR0364  DESIGNATION -  Y 134
 MR0364  PID         -  MR0364
 MR0364  STATE/COUNTY-  UT/MORGAN
 MR0364  COUNTRY     -  US
 MR0364  USGS QUAD   -  MORGAN (2017)
 MR0364
 MR0364                         *CURRENT SURVEY CONTROL
 MR0364  ______________________________________________________________________
 MR0364* NAD 83(1986) POSITION- 41 05 54.     (N) 111 44 35.     (W)   SCALED
 MR0364* NAVD 88 ORTHO HEIGHT -  1501.514 (meters)     4926.22  (feet) ADJUSTED
 MR0364  ______________________________________________________________________
 MR0364  GEOID HEIGHT    -        -16.254 (meters)                     GEOID18
 MR0364  DYNAMIC HEIGHT  -       1500.266 (meters)     4922.12  (feet) COMP
 MR0364  MODELED GRAVITY -    979,741.4   (mgal)                       NAVD 88
 MR0364
 MR0364  VERT ORDER      -  FIRST     CLASS II
 MR0364
 MR0364.The horizontal coordinates were scaled from a map and have
 MR0364.an estimated accuracy of +/- 6 seconds.
 MR0364
 MR0364.The orthometric height was determined by differential leveling and
 MR0364.adjusted by the NATIONAL GEODETIC SURVEY
 MR0364.in June 1991.
 MR0364
 MR0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0364.GEOID18 height accuracy estimate available here.
 MR0364
 MR0364.Click photographs - Photos may exist for this station.
 MR0364
 MR0364.The dynamic height is computed by dividing the NAVD 88
 MR0364.geopotential number by the normal gravity value computed on the
 MR0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0364.degrees latitude (g = 980.6199 gals.).
 MR0364
 MR0364.The modeled gravity was interpolated from observed gravity values.
 MR0364
 MR0364;                    North         East    Units  Estimated Accuracy
 MR0364;SPC UT N     - 1,084,980.      479,580.      MT  (+/- 180 meters Scaled)
 MR0364
 MR0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL376499(NAD 83)
 MR0364
 MR0364                          SUPERSEDED SURVEY CONTROL
 MR0364
 MR0364  NGVD 29 (??/??/92) 1500.339  (m)         4922.36   (f) SUPERSEDED  1 2
 MR0364  NGVD 29 (06/08/92) 1500.409  (m)         4922.59   (f) ADJUSTED    1 2
 MR0364
 MR0364.Superseded values are not recommended for survey control.
 MR0364
 MR0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0364.See file dsdata.pdf to determine how the superseded data were derived.
 MR0364
 MR0364_MARKER: DB = BENCH MARK DISK
 MR0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0364_STAMPING: Y 134 1958
 MR0364_MARK LOGO: CGS
 MR0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0364+STABILITY: SURFACE MOTION
 MR0364
 MR0364  HISTORY     - Date     Condition        Report By
 MR0364  HISTORY     - 1958     MONUMENTED       CGS
 MR0364  HISTORY     - 1983     GOOD             NGS
 MR0364
 MR0364                          STATION DESCRIPTION
 MR0364
 MR0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0364'5.5 MI NW FROM MORGAN.
 MR0364'ABOUT 5.5 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0364'STATION AT MORGAN, 6 RAILS SOUTHEAST OF PIPE CULVERT NUMBER 973.48, 53
 MR0364'FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD CROSSING, 44 FEET
 MR0364'SOUTHWEST OF THE NEAR RAIL, 7 1/2 FEET SOUTHWEST OF A TELEPHONE POLE,
 MR0364'1 1/2 FEET NORTHEAST OF A FENCE, 1 1/2 FEET SOUTHEAST OF A METAL
 MR0364'WITNESS POST, ABOUT 10 FEET BELOW THE TRACK, AND IN THE TOP OF A
 MR0364'CONCRETE POST PROJECTING 6 INCHES.
 MR0364
 MR0364                          STATION RECOVERY (1983)
 MR0364
 MR0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0364'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0325 ***********************************************************************
 MR0325  DESIGNATION -  Y 135
 MR0325  PID         -  MR0325
 MR0325  STATE/COUNTY-  UT/SUMMIT
 MR0325  COUNTRY     -  US
 MR0325  USGS QUAD   -  HENEFER (2017)
 MR0325
 MR0325                         *CURRENT SURVEY CONTROL
 MR0325  ______________________________________________________________________
 MR0325* NAD 83(1986) POSITION- 41 00 35.     (N) 111 28 49.     (W)   SCALED
 MR0325* NAVD 88 ORTHO HEIGHT -  1636.085 (meters)     5367.72  (feet) ADJUSTED
 MR0325  ______________________________________________________________________
 MR0325  GEOID HEIGHT    -        -16.104 (meters)                     GEOID18
 MR0325  DYNAMIC HEIGHT  -       1634.657 (meters)     5363.04  (feet) COMP
 MR0325  MODELED GRAVITY -    979,694.4   (mgal)                       NAVD 88
 MR0325
 MR0325  VERT ORDER      -  FIRST     CLASS II
 MR0325
 MR0325.The horizontal coordinates were scaled from a map and have
 MR0325.an estimated accuracy of +/- 6 seconds.
 MR0325
 MR0325.The orthometric height was determined by differential leveling and
 MR0325.adjusted by the NATIONAL GEODETIC SURVEY
 MR0325.in June 1991.
 MR0325
 MR0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0325.GEOID18 height accuracy estimate available here.
 MR0325
 MR0325.Click photographs - Photos may exist for this station.
 MR0325
 MR0325.The dynamic height is computed by dividing the NAVD 88
 MR0325.geopotential number by the normal gravity value computed on the
 MR0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0325.degrees latitude (g = 980.6199 gals.).
 MR0325
 MR0325.The modeled gravity was interpolated from observed gravity values.
 MR0325
 MR0325;                    North         East    Units  Estimated Accuracy
 MR0325;SPC UT N     - 1,075,110.      501,660.      MT  (+/- 180 meters Scaled)
 MR0325
 MR0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL596399(NAD 83)
 MR0325
 MR0325                          SUPERSEDED SURVEY CONTROL
 MR0325
 MR0325  NGVD 29 (??/??/92) 1634.811  (m)         5363.54   (f) SUPERSEDED  1 2
 MR0325  NGVD 29 (06/08/92) 1634.912  (m)         5363.87   (f) ADJUSTED    1 2
 MR0325
 MR0325.Superseded values are not recommended for survey control.
 MR0325
 MR0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0325.See file dsdata.pdf to determine how the superseded data were derived.
 MR0325
 MR0325_MARKER: DB = BENCH MARK DISK
 MR0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0325_STAMPING: Y 135 1958
 MR0325_MARK LOGO: CGS
 MR0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0325+STABILITY: SURFACE MOTION
 MR0325
 MR0325  HISTORY     - Date     Condition        Report By
 MR0325  HISTORY     - 1958     MONUMENTED       CGS
 MR0325  HISTORY     - 1983     GOOD             NGS
 MR0325
 MR0325                          STATION DESCRIPTION
 MR0325
 MR0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0325'3.0 MI NW FROM ECHO.
 MR0325'ABOUT 3.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0325'STATION AT ECHO, 10 1/2 FEET SOUTH OF THE 12TH TELEPHONE POLE
 MR0325'SOUTHEAST EAST OF MILE POST 956, 53 FEET SOUTH OF THE CENTER LINE OF A
 MR0325'PRIVATE ROAD CROSSING, 46 FEET SOUTHWEST OF THE NEAR RAIL, 25 FEET
 MR0325'SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD, 1 1/2 FEET NORTHEAST OF A
 MR0325'FENCE, 1 1/2 FEET SOUTH EAST OF A METAL WITNESS POST, ABOUT 5 FEET
 MR0325'BELOW THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 MR0325'INCHES.  NOTE-- THIS MARK IS ABOUT 1.0 MILE SOUTHEAST OF BENCH MARK X
 MR0325'135 AS DESCRIBED FROM DEVILS SLIDE.
 MR0325
 MR0325                          STATION RECOVERY (1983)
 MR0325
 MR0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0325'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0096 ***********************************************************************
 HO0096  DESIGNATION -  Y 137
 HO0096  PID         -  HO0096
 HO0096  STATE/COUNTY-  UT/KANE
 HO0096  COUNTRY     -  US
 HO0096  USGS QUAD   -  PETRIFIED HOLLOW (2017)
 HO0096
 HO0096                         *CURRENT SURVEY CONTROL
 HO0096  ______________________________________________________________________
 HO0096* NAD 83(1986) POSITION- 37 04 07.9    (N) 112 10 44.6    (W)   HD_HELD2
 HO0096* NAVD 88 ORTHO HEIGHT -  1720.679 (meters)     5645.26  (feet) ADJUSTED
 HO0096  ______________________________________________________________________
 HO0096  GEOID HEIGHT    -        -22.135 (meters)                     GEOID18
 HO0096  DYNAMIC HEIGHT  -       1718.634 (meters)     5638.55  (feet) COMP
 HO0096  MODELED GRAVITY -    979,382.0   (mgal)                       NAVD 88
 HO0096
 HO0096  VERT ORDER      -  FIRST     CLASS II
 HO0096
 HO0096.The horizontal coordinates were established by autonomous hand held GPS
 HO0096.observations and have an estimated accuracy of +/- 10 meters.
 HO0096
 HO0096.The orthometric height was determined by differential leveling and
 HO0096.adjusted by the NATIONAL GEODETIC SURVEY
 HO0096.in June 1991.
 HO0096
 HO0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0096.GEOID18 height accuracy estimate available here.
 HO0096
 HO0096.Click photographs - Photos may exist for this station.
 HO0096
 HO0096.The dynamic height is computed by dividing the NAVD 88
 HO0096.geopotential number by the normal gravity value computed on the
 HO0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0096.degrees latitude (g = 980.6199 gals.).
 HO0096
 HO0096.The modeled gravity was interpolated from observed gravity values.
 HO0096
 HO0096;                    North         East    Units  Estimated Accuracy
 HO0096;SPC UT S     - 3,044,856.      439,609.      MT  (+/- 10 meters HH2 GPS)
 HO0096
 HO0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG9518403161(NAD 83)
 HO0096
 HO0096                          SUPERSEDED SURVEY CONTROL
 HO0096
 HO0096  NGVD 29 (??/??/92) 1719.642  (m)         5641.86   (f) ADJ UNCH    1 2
 HO0096
 HO0096.Superseded values are not recommended for survey control.
 HO0096
 HO0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0096.See file dsdata.pdf to determine how the superseded data were derived.
 HO0096
 HO0096_MARKER: DB = BENCH MARK DISK
 HO0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0096_STAMPING: Y 137 1962
 HO0096_MARK LOGO: CGS
 HO0096_PROJECTION: PROJECTING 10 CENTIMETERS
 HO0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0096+STABILITY: SURFACE MOTION
 HO0096
 HO0096  HISTORY     - Date     Condition        Report By
 HO0096  HISTORY     - 1962     MONUMENTED       CGS
 HO0096  HISTORY     - 1983     GOOD             NGS
 HO0096
 HO0096                          STATION DESCRIPTION
 HO0096
 HO0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HO0096'21.15 MI E FROM KANAB.
 HO0096'ABOUT 21.15 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE LATTER DAY
 HO0096'SAINTS CHURCH AT KANAB, 0.2 MILE SOUTHWEST OF HIGHWAY MILEPOST 21, 235
 HO0096'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 102 FEET
 HO0096'NORTH-NORTHEAST OF A TELEPHONE POLE NUMBERED 1, 38 FEET SOUTHWEST OF
 HO0096'THE CENTERLINE OF A DRAINAGE DITCH, 2 FEET SOUTHEAST OF A FENCE, 1.8
 HO0096'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 HO0096'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HO0096
 HO0096                          STATION RECOVERY (1983)
 HO0096
 HO0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HO0096'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  33.15 KM
 HO0096'(20.75 MI) SOUTHEAST ALONG US HIGHWAY 89 FROM THE CHURCH OF LATTER DAY
 HO0096'SAINTS IN KANAB, 3.0 KM (1.9 MI) NORTHEAST OF THE BRIDGE OVER THE
 HO0096'PETRIFIED HOLLOW WASH, 0.4 KM (0.25 MI) NORTHEAST OF MILEPOST 44,
 HO0096'71.6 METERS (235 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 11.6 METERS
 HO0096'(38 FT) SOUTHWEST OF THE CENTER OF A SMALL WASH, 5.5 METERS (18 FT)
 HO0096'SOUTHWEST OF THE SOUTHWEST END OF A WOODEN BRACE IN THE RIGHT OF WAY
 HO0096'FENCE, 0.6 METER (2 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 HO0096'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 HO0096'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0520 ***********************************************************************
 HN0520  DESIGNATION -  Y 138
 HN0520  PID         -  HN0520
 HN0520  STATE/COUNTY-  UT/KANE
 HN0520  COUNTRY     -  US
 HN0520  USGS QUAD   -  FIVEMILE VALLEY (2017)
 HN0520
 HN0520                         *CURRENT SURVEY CONTROL
 HN0520  ______________________________________________________________________
 HN0520* NAD 83(1986) POSITION- 37 07 37.3    (N) 111 57 56.3    (W)   HD_HELD2
 HN0520* NAVD 88 ORTHO HEIGHT -  1435.964 (meters)     4711.16  (feet) ADJUSTED
 HN0520  ______________________________________________________________________
 HN0520  GEOID HEIGHT    -        -22.506 (meters)                     GEOID18
 HN0520  DYNAMIC HEIGHT  -       1434.312 (meters)     4705.74  (feet) COMP
 HN0520  MODELED GRAVITY -    979,431.1   (mgal)                       NAVD 88
 HN0520
 HN0520  VERT ORDER      -  FIRST     CLASS II
 HN0520
 HN0520.The horizontal coordinates were established by autonomous hand held GPS
 HN0520.observations and have an estimated accuracy of +/- 10 meters.
 HN0520
 HN0520.The orthometric height was determined by differential leveling and
 HN0520.adjusted by the NATIONAL GEODETIC SURVEY
 HN0520.in June 1991.
 HN0520
 HN0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0520.GEOID18 height accuracy estimate available here.
 HN0520
 HN0520.Click photographs - Photos may exist for this station.
 HN0520
 HN0520.The dynamic height is computed by dividing the NAVD 88
 HN0520.geopotential number by the normal gravity value computed on the
 HN0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0520.degrees latitude (g = 980.6199 gals.).
 HN0520
 HN0520.The modeled gravity was interpolated from observed gravity values.
 HN0520
 HN0520;                    North         East    Units  Estimated Accuracy
 HN0520;SPC UT S     - 3,051,196.      458,621.      MT  (+/- 10 meters HH2 GPS)
 HN0520
 HN0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG1422309400(NAD 83)
 HN0520
 HN0520                          SUPERSEDED SURVEY CONTROL
 HN0520
 HN0520  NGVD 29 (??/??/92) 1434.990  (m)         4707.96   (f) ADJ UNCH    1 2
 HN0520
 HN0520.Superseded values are not recommended for survey control.
 HN0520
 HN0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0520.See file dsdata.pdf to determine how the superseded data were derived.
 HN0520
 HN0520_MARKER: DB = BENCH MARK DISK
 HN0520_SETTING: 66 = SET IN ROCK OUTCROP
 HN0520_STAMPING: Y 138 1962
 HN0520_MARK LOGO: CGS
 HN0520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0520+STABILITY: POSITION/ELEVATION WELL
 HN0520
 HN0520  HISTORY     - Date     Condition        Report By
 HN0520  HISTORY     - 1962     MONUMENTED       CGS
 HN0520  HISTORY     - 1983     GOOD             NGS
 HN0520
 HN0520                          STATION DESCRIPTION
 HN0520
 HN0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0520'33.3 MI W FROM PAGE, AZ.
 HN0520'ABOUT 33.3 MILES WEST ALONG U.S. HIGHWAY 89 FROM THE SOUTHWEST END OF
 HN0520'THE GLEN CANYON BRIDGE AT PAGE, ARIZONA.  0.25 MILE WEST OF MILEPOST
 HN0520'NUMBER 40, 121 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 58 FEET
 HN0520'EAST OF THE CENTERLINE OF A TRAIL ROAD LEADING SOUTH, 23 FEET
 HN0520'NORTHEAST OF A 12-INCH CEDAR TREE, 10 FEET SOUTH OF A 10-INCH CEDAR
 HN0520'TREE, 14.4 FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE
 HN0520'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE WEST SLOPE OF A
 HN0520'SANDSTONE ROCK RIDGE.
 HN0520
 HN0520                          STATION RECOVERY (1983)
 HN0520
 HN0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0520'RECOVERED IN GOOD CONDITION.  OMIT--0.25 MI WEST OF MILEPOST 40.
 HN0520'ADD--70.1 METERS (230 FT) SOUTHEAST OF MILEPOST 25.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0120 ***********************************************************************
 HN0120  DESIGNATION -  Y 139
 HN0120  PID         -  HN0120
 HN0120  STATE/COUNTY-  UT/SAN JUAN
 HN0120  COUNTRY     -  US
 HN0120  USGS QUAD   -  OLJATO (2017)
 HN0120
 HN0120                         *CURRENT SURVEY CONTROL
 HN0120  ______________________________________________________________________
 HN0120* NAD 83(1986) POSITION- 37 02 16.     (N) 110 19 03.     (W)   SCALED
 HN0120* NAVD 88 ORTHO HEIGHT -  1476.277 (meters)     4843.42  (feet) ADJUSTED
 HN0120  ______________________________________________________________________
 HN0120  GEOID HEIGHT    -        -21.226 (meters)                     GEOID18
 HN0120  DYNAMIC HEIGHT  -       1474.586 (meters)     4837.87  (feet) COMP
 HN0120  MODELED GRAVITY -    979,433.9   (mgal)                       NAVD 88
 HN0120
 HN0120  VERT ORDER      -  FIRST     CLASS II
 HN0120
 HN0120.The horizontal coordinates were scaled from a map and have
 HN0120.an estimated accuracy of +/- 6 seconds.
 HN0120
 HN0120.The orthometric height was determined by differential leveling and
 HN0120.adjusted by the NATIONAL GEODETIC SURVEY
 HN0120.in June 1991.
 HN0120
 HN0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0120.GEOID18 height accuracy estimate available here.
 HN0120
 HN0120.Click photographs - Photos may exist for this station.
 HN0120
 HN0120.The dynamic height is computed by dividing the NAVD 88
 HN0120.geopotential number by the normal gravity value computed on the
 HN0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0120.degrees latitude (g = 980.6199 gals.).
 HN0120
 HN0120.The modeled gravity was interpolated from observed gravity values.
 HN0120
 HN0120;                    North         East    Units  Estimated Accuracy
 HN0120;SPC UT S     - 3,041,850.      605,210.      MT  (+/- 180 meters Scaled)
 HN0120
 HN0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF606992(NAD 83)
 HN0120
 HN0120                          SUPERSEDED SURVEY CONTROL
 HN0120
 HN0120  NGVD 29 (??/??/92) 1475.364  (m)         4840.42   (f) ADJ UNCH    1 2
 HN0120
 HN0120.Superseded values are not recommended for survey control.
 HN0120
 HN0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0120.See file dsdata.pdf to determine how the superseded data were derived.
 HN0120
 HN0120_MARKER: DB = BENCH MARK DISK
 HN0120_SETTING: 66 = SET IN ROCK OUTCROP
 HN0120_STAMPING: Y 139 1962
 HN0120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0120+STABILITY: POSITION/ELEVATION WELL
 HN0120
 HN0120  HISTORY     - Date     Condition        Report By
 HN0120  HISTORY     - 1962     MONUMENTED       CGS
 HN0120  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0120  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0120
 HN0120                          STATION DESCRIPTION
 HN0120
 HN0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0120'0.1 MI N FROM OLJETO.
 HN0120'ABOUT 0.1 MILE NORTH ACROSS THE OLJETO AIRPORT RUNWAY FROM THE
 HN0120'NORTHEAST END OF THE OLJETO TRADING POST, AT THE BASE OF A ROCK CLIFF,
 HN0120'ABOUT 0.25 MILE NORTHEAST OF THE WEST END OF THE OLJETO AIRPORT
 HN0120'RUNWAY, 261 FEET NORTHEAST OF THE CENTERLINE OF THE RUNWAY, 176 FEET
 HN0120'NORTHEAST OF THE CENTERLINE OF A ROAD, 37.5 FEET NORTH OF A METAL
 HN0120'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 HN0120'TOP OF THE BASE OF A ROCK CLIFF.
 HN0120
 HN0120                          STATION RECOVERY (1982)
 HN0120
 HN0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0120'MARK NOT FOUND.
 HN0120
 HN0120                          STATION RECOVERY (1982)
 HN0120
 HN0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0120'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0096 ***********************************************************************
 KN0096  DESIGNATION -  Y 14
 KN0096  PID         -  KN0096
 KN0096  STATE/COUNTY-  UT/CARBON
 KN0096  COUNTRY     -  US
 KN0096  USGS QUAD   -  KYUNE (2017)
 KN0096
 KN0096                         *CURRENT SURVEY CONTROL
 KN0096  ______________________________________________________________________
 KN0096* NAD 83(1986) POSITION- 39 45 28.     (N) 110 53 20.     (W)   SCALED
 KN0096* NAVD 88 ORTHO HEIGHT -  1934.723 (meters)     6347.50  (feet) ADJUSTED
 KN0096  ______________________________________________________________________
 KN0096  GEOID HEIGHT    -        -16.023 (meters)                     GEOID18
 KN0096  DYNAMIC HEIGHT  -       1932.770 (meters)     6341.10  (feet) COMP
 KN0096  MODELED GRAVITY -    979,548.4   (mgal)                       NAVD 88
 KN0096
 KN0096  VERT ORDER      -  FIRST     CLASS II
 KN0096
 KN0096.The horizontal coordinates were scaled from a map and have
 KN0096.an estimated accuracy of +/- 6 seconds.
 KN0096
 KN0096.The orthometric height was determined by differential leveling and
 KN0096.adjusted by the NATIONAL GEODETIC SURVEY
 KN0096.in June 1991.
 KN0096
 KN0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0096.GEOID18 height accuracy estimate available here.
 KN0096
 KN0096.Click photographs - Photos may exist for this station.
 KN0096
 KN0096.The dynamic height is computed by dividing the NAVD 88
 KN0096.geopotential number by the normal gravity value computed on the
 KN0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0096.degrees latitude (g = 980.6199 gals.).
 KN0096
 KN0096.The modeled gravity was interpolated from observed gravity values.
 KN0096
 KN0096;                    North         East    Units  Estimated Accuracy
 KN0096;SPC UT C     - 2,158,320.      552,360.      MT  (+/- 180 meters Scaled)
 KN0096
 KN0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK095008(NAD 83)
 KN0096
 KN0096                          SUPERSEDED SURVEY CONTROL
 KN0096
 KN0096  NGVD 29 (??/??/92) 1933.562  (m)         6343.69   (f) ADJ UNCH    1 2
 KN0096
 KN0096.Superseded values are not recommended for survey control.
 KN0096
 KN0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0096.See file dsdata.pdf to determine how the superseded data were derived.
 KN0096
 KN0096_MARKER: DB = BENCH MARK DISK
 KN0096_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0096_SP_SET: CULVERT HEADWALL
 KN0096_STAMPING: 6343.695 Y 14 1927
 KN0096_MARK LOGO: CGS
 KN0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0096+STABILITY: SURFACE MOTION
 KN0096
 KN0096  HISTORY     - Date     Condition        Report By
 KN0096  HISTORY     - 1927     MONUMENTED       CGS
 KN0096  HISTORY     - 1934     GOOD             CGS
 KN0096  HISTORY     - 1966     MARK NOT FOUND   USGS
 KN0096  HISTORY     - 1966     MARK NOT FOUND   USGS
 KN0096
 KN0096                          STATION DESCRIPTION
 KN0096
 KN0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0096'0.8 MI N FROM ROLAPP.
 KN0096'0.8 MILE NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KN0096'ROLAPP, CARBON COUNTY, AT A CONCRETE CULVERT UNDER THE TRACK, IN THE
 KN0096'TOP OF THE SOUTH END OF THE EAST HEADWALL, AND 11 FEET EAST OF THE
 KN0096'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 6343.695 Y 14 1927.
 KN0096
 KN0096                          STATION RECOVERY (1966)
 KN0096
 KN0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0096'MARK NOT FOUND.
 KN0096
 KN0096                          STATION RECOVERY (1966)
 KN0096
 KN0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0096'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0091 ***********************************************************************
 HN0091  DESIGNATION -  Y 140
 HN0091  PID         -  HN0091
 HN0091  STATE/COUNTY-  UT/SAN JUAN
 HN0091  COUNTRY     -  US
 HN0091  USGS QUAD   -  RED HOUSE SPRING (2017)
 HN0091
 HN0091                         *CURRENT SURVEY CONTROL
 HN0091  ______________________________________________________________________
 HN0091* NAD 83(1986) POSITION- 37 25 09.     (N) 110 14 33.     (W)   SCALED
 HN0091* NAVD 88 ORTHO HEIGHT -  1449.650 (meters)     4756.06  (feet) ADJUSTED
 HN0091  ______________________________________________________________________
 HN0091  GEOID HEIGHT    -        -21.179 (meters)                     GEOID18
 HN0091  DYNAMIC HEIGHT  -       1448.036 (meters)     4750.76  (feet) COMP
 HN0091  MODELED GRAVITY -    979,467.0   (mgal)                       NAVD 88
 HN0091
 HN0091  VERT ORDER      -  FIRST     CLASS II
 HN0091
 HN0091.The horizontal coordinates were scaled from a map and have
 HN0091.an estimated accuracy of +/- 6 seconds.
 HN0091
 HN0091.The orthometric height was determined by differential leveling and
 HN0091.adjusted by the NATIONAL GEODETIC SURVEY
 HN0091.in June 1991.
 HN0091
 HN0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0091.GEOID18 height accuracy estimate available here.
 HN0091
 HN0091.Click photographs - Photos may exist for this station.
 HN0091
 HN0091.The dynamic height is computed by dividing the NAVD 88
 HN0091.geopotential number by the normal gravity value computed on the
 HN0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0091.degrees latitude (g = 980.6199 gals.).
 HN0091
 HN0091.The modeled gravity was interpolated from observed gravity values.
 HN0091
 HN0091;                    North         East    Units  Estimated Accuracy
 HN0091;SPC UT S     - 3,084,260.      611,310.      MT  (+/- 180 meters Scaled)
 HN0091
 HN0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG670416(NAD 83)
 HN0091
 HN0091                          SUPERSEDED SURVEY CONTROL
 HN0091
 HN0091  NGVD 29 (??/??/92) 1448.688  (m)         4752.90   (f) ADJ UNCH    1 2
 HN0091
 HN0091.Superseded values are not recommended for survey control.
 HN0091
 HN0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0091.See file dsdata.pdf to determine how the superseded data were derived.
 HN0091
 HN0091_MARKER: DB = BENCH MARK DISK
 HN0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0091_STAMPING: Y 140 1962
 HN0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0091+STABILITY: SURFACE MOTION
 HN0091
 HN0091  HISTORY     - Date     Condition        Report By
 HN0091  HISTORY     - 1962     MONUMENTED       CGS
 HN0091  HISTORY     - 1982     GOOD             USGS
 HN0091  HISTORY     - 1982     GOOD             USGS
 HN0091
 HN0091                          STATION DESCRIPTION
 HN0091
 HN0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0091'29.9 MI S FROM FRY CANYON.
 HN0091'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0091'AT FRY CANYON.  THENCE 17.4 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 HN0091'31 FEET SOUTHEAST OF THE CENTERLINE OF THE DIRT ROAD, 1.7 FEET
 HN0091'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 HN0091'IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
 HN0091
 HN0091                          STATION RECOVERY (1982)
 HN0091
 HN0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0091'FRY CANYON, 28.5 MILES SOUTH ABOUT 12.0 MILES SOUTHEAST ALONG STATE
 HN0091'HWY 95 FROM THE POST OFFICE AT FRY CANYON, THENCE 16.5 MILES
 HN0091'SOUTHWEST ALONG STATE HWY. 263 TO A JUNCTION WITH A DIRT ROAD EAST,
 HN0091'THENCE 0.1 MILES EAST ALONG THE DIRT ROAD TO A Y JUNCTION WITH A DIRT
 HN0091'ROAD SOUTHWEST, 30 FEET SOUTHEAST OF THE JUNCTION, 1.7 FEET SOUTHEAST
 HN0091'OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING
 HN0091'6 INCHES.
 HN0091
 HN0091                          STATION RECOVERY (1982)
 HN0091
 HN0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0091'FRY CANYON, 28.5 MILES SOUTH ABOUT 12.0 MILES SOUTHEAST ALONG STATE
 HN0091'HWY 95 FROM THE POST OFFICE AT FRY CANYON, THENCE 16.5 MILES
 HN0091'SOUTHWEST ALONG STATE HWY. 263 TO A JUNCTION WITH A DIRT ROAD EAST,
 HN0091'THENCE 0.1 MILES EAST ALONG THE DIRT ROAD TO A Y JUNCTION WITH A DIRT
 HN0091'ROAD SOUTHWEST, 30 FEET SOUTHEAST OF THE JUNCTION, 1.7 FEET SOUTHEAST
 HN0091'OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING
 HN0091'6 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0101 ***********************************************************************
 HN0101  DESIGNATION -  Y 141
 HN0101  PID         -  HN0101
 HN0101  STATE/COUNTY-  UT/SAN JUAN
 HN0101  COUNTRY     -  US
 HN0101  USGS QUAD   -  CLAY HILLS (2017)
 HN0101
 HN0101                         *CURRENT SURVEY CONTROL
 HN0101  ______________________________________________________________________
 HN0101* NAD 83(1986) POSITION- 37 25 32.     (N) 110 20 37.     (W)   SCALED
 HN0101* NAVD 88 ORTHO HEIGHT -  1651.875 (meters)     5419.53  (feet) ADJUSTED
 HN0101  ______________________________________________________________________
 HN0101  GEOID HEIGHT    -        -21.445 (meters)                     GEOID18
 HN0101  DYNAMIC HEIGHT  -       1649.966 (meters)     5413.26  (feet) COMP
 HN0101  MODELED GRAVITY -    979,416.7   (mgal)                       NAVD 88
 HN0101
 HN0101  VERT ORDER      -  FIRST     CLASS II
 HN0101
 HN0101.The horizontal coordinates were scaled from a map and have
 HN0101.an estimated accuracy of +/- 6 seconds.
 HN0101
 HN0101.The orthometric height was determined by differential leveling and
 HN0101.adjusted by the NATIONAL GEODETIC SURVEY
 HN0101.in June 1991.
 HN0101
 HN0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0101.GEOID18 height accuracy estimate available here.
 HN0101
 HN0101.Click photographs - Photos may exist for this station.
 HN0101
 HN0101.The dynamic height is computed by dividing the NAVD 88
 HN0101.geopotential number by the normal gravity value computed on the
 HN0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0101.degrees latitude (g = 980.6199 gals.).
 HN0101
 HN0101.The modeled gravity was interpolated from observed gravity values.
 HN0101
 HN0101;                    North         East    Units  Estimated Accuracy
 HN0101;SPC UT S     - 3,084,860.      602,350.      MT  (+/- 180 meters Scaled)
 HN0101
 HN0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG580422(NAD 83)
 HN0101
 HN0101                          SUPERSEDED SURVEY CONTROL
 HN0101
 HN0101  NGVD 29 (??/??/92) 1650.845  (m)         5416.15   (f) ADJ UNCH    1 2
 HN0101
 HN0101.Superseded values are not recommended for survey control.
 HN0101
 HN0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0101.See file dsdata.pdf to determine how the superseded data were derived.
 HN0101
 HN0101_MARKER: DB = BENCH MARK DISK
 HN0101_SETTING: 66 = SET IN ROCK OUTCROP
 HN0101_STAMPING: Y 141 1962
 HN0101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0101+STABILITY: POSITION/ELEVATION WELL
 HN0101
 HN0101  HISTORY     - Date     Condition        Report By
 HN0101  HISTORY     - 1962     MONUMENTED       CGS
 HN0101
 HN0101                          STATION DESCRIPTION
 HN0101
 HN0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0101'37.1 MI SW FROM FRY CANYON.
 HN0101'ABOUT 12.5 MILES SOUTHEAST ALONG UTAH HIGHWAY 95 FROM THE POST OFFICE
 HN0101'AT FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0101'THENCE 5.1 MILES WEST ALONG A GRADED DIRT ROAD THAT LEADS THROUGH CLAY
 HN0101'HILLS DIVIDE, 0.85 MILE NORTHEAST OF A CLIFF DWELLING, IN THE VICINITY
 HN0101'OF IRISH GREEN SPRING, 192 FEET NORTHWEST OF THE CENTERLINE OF THE
 HN0101'ROAD, 98 FEET NORTHWEST OF A METAL WITNESS POST, 20 FEET NORTHWEST OF
 HN0101'CASTLE CREEK, ABOUT 20 FEET SOUTHEAST OF THE BASE OF A BLUFF, ABOUT 5
 HN0101'1/2 FEET BELOW THE LEVEL OF THE ROAD, ABOUT 3 1/2 FEET ABOVE THE
 HN0101'BOTTOM OF CASTLE CREEK, AND SET IN THE TOP OF A LARGE SLOPING ROCK
 HN0101'OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0138 ***********************************************************************
 HN0138  DESIGNATION -  Y 142
 HN0138  PID         -  HN0138
 HN0138  STATE/COUNTY-  UT/SAN JUAN
 HN0138  COUNTRY     -  US
 HN0138  USGS QUAD   -  MONITOR BUTTE (2017)
 HN0138
 HN0138                         *CURRENT SURVEY CONTROL
 HN0138  ______________________________________________________________________
 HN0138* NAD 83(1986) POSITION- 37 12 22.     (N) 110 25 08.     (W)   SCALED
 HN0138* NAVD 88 ORTHO HEIGHT -  1199.006 (meters)     3933.74  (feet) ADJUSTED
 HN0138  ______________________________________________________________________
 HN0138  GEOID HEIGHT    -        -21.764 (meters)                     GEOID18
 HN0138  DYNAMIC HEIGHT  -       1197.710 (meters)     3929.49  (feet) COMP
 HN0138  MODELED GRAVITY -    979,509.6   (mgal)                       NAVD 88
 HN0138
 HN0138  VERT ORDER      -  FIRST     CLASS II
 HN0138
 HN0138.The horizontal coordinates were scaled from a map and have
 HN0138.an estimated accuracy of +/- 6 seconds.
 HN0138
 HN0138.The orthometric height was determined by differential leveling and
 HN0138.adjusted by the NATIONAL GEODETIC SURVEY
 HN0138.in June 1991.
 HN0138
 HN0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0138.GEOID18 height accuracy estimate available here.
 HN0138
 HN0138.Click photographs - Photos may exist for this station.
 HN0138
 HN0138.The dynamic height is computed by dividing the NAVD 88
 HN0138.geopotential number by the normal gravity value computed on the
 HN0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0138.degrees latitude (g = 980.6199 gals.).
 HN0138
 HN0138.The modeled gravity was interpolated from observed gravity values.
 HN0138
 HN0138;                    North         East    Units  Estimated Accuracy
 HN0138;SPC UT S     - 3,060,420.      595,970.      MT  (+/- 180 meters Scaled)
 HN0138
 HN0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG515178(NAD 83)
 HN0138
 HN0138                          SUPERSEDED SURVEY CONTROL
 HN0138
 HN0138  NGVD 29 (??/??/92) 1198.138  (m)         3930.89   (f) ADJ UNCH    1 2
 HN0138
 HN0138.Superseded values are not recommended for survey control.
 HN0138
 HN0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0138.See file dsdata.pdf to determine how the superseded data were derived.
 HN0138
 HN0138_MARKER: DB = BENCH MARK DISK
 HN0138_SETTING: 66 = SET IN ROCK OUTCROP
 HN0138_STAMPING: Y 142 1962
 HN0138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0138+STABILITY: POSITION/ELEVATION WELL
 HN0138
 HN0138  HISTORY     - Date     Condition        Report By
 HN0138  HISTORY     - 1962     MONUMENTED       CGS
 HN0138  HISTORY     - 1982     GOOD             USGS
 HN0138  HISTORY     - 1982     GOOD             USGS
 HN0138
 HN0138                          STATION DESCRIPTION
 HN0138
 HN0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0138'15.75 MI NW FROM OLJATO.
 HN0138'ABOUT 15.75 MILES NORTHWEST ALONG A DIRT ROAD LEADING TO PIUTE FARMS
 HN0138'FROM THE TRADING POST AT OLJATO, 319 FEET EAST OF THE CENTERLINE OF
 HN0138'THE DIRT ROAD, 67.5 FEET SOUTHEAST OF A METAL WITNESS POST, 22 FEET
 HN0138'NORTHEAST OF A ROCK CAIRN, ABOUT 1 FOOT ABOVE THE LEVEL OF THE DIRT
 HN0138'ROAD, AND SET IN THE TOP OF A ROCK OUTCROP.
 HN0138
 HN0138                          STATION RECOVERY (1982)
 HN0138
 HN0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0138'FROM THE TRADING POST AT OLJETO, N. 2.3 MI ALONG PAVED RD. TO A
 HN0138'BLADED RD. LEADING TO COPPER CANYON, WNW ALONG BLADED RD. 8.6 MI TO A
 HN0138'Y-RD. N. LEADING TO PIUTE FARMS, ( ALONG RD. 6.65 MI AND TO BM. BM IS
 HN0138'APPROX. 319 FT E. OF THE CENTERLINE OF THE RD., 22 FT NE. OF A ROCK
 HN0138'CAIRN, IN THE N. SIDE OF THE SE QUARTER OF SECTION. 24, T. 41 S., R.
 HN0138'13 E., A STANDARD TABLET SET IN TOP OF A ROCK OUTCROP.
 HN0138
 HN0138                          STATION RECOVERY (1982)
 HN0138
 HN0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0138'FROM THE TRADING POST AT OLJETO, N. 2.3 MI ALONG PAVED RD. TO A
 HN0138'BLADED RD. LEADING TO COPPER CANYON, WNW ALONG BLADED RD. 8.6 MI TO A
 HN0138'Y-RD. N. LEADING TO PIUTE FARMS, ( ALONG RD. 6.65 MI AND TO BM. BM IS
 HN0138'APPROX. 319 FT E. OF THE CENTERLINE OF THE RD., 22 FT NE. OF A ROCK
 HN0138'CAIRN, IN THE N. SIDE OF THE SE QUARTER OF SECTION. 24, T. 41 S., R.
 HN0138'13 E., A STANDARD TABLET SET IN TOP OF A ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0561 ***********************************************************************
 HN0561  DESIGNATION -  Y 143
 HN0561  PID         -  HN0561
 HN0561  STATE/COUNTY-  UT/KANE
 HN0561  COUNTRY     -  US
 HN0561  USGS QUAD   -  LONE ROCK (2017)
 HN0561
 HN0561                         *CURRENT SURVEY CONTROL
 HN0561  ______________________________________________________________________
 HN0561* NAD 83(1986) POSITION- 37 04 29.     (N) 111 33 41.     (W)   SCALED
 HN0561* NAVD 88 ORTHO HEIGHT -  1222.870 (meters)     4012.03  (feet) ADJUSTED
 HN0561  ______________________________________________________________________
 HN0561  GEOID HEIGHT    -        -23.293 (meters)                     GEOID18
 HN0561  DYNAMIC HEIGHT  -       1221.501 (meters)     4007.54  (feet) COMP
 HN0561  MODELED GRAVITY -    979,470.5   (mgal)                       NAVD 88
 HN0561
 HN0561  VERT ORDER      -  FIRST     CLASS II
 HN0561
 HN0561.The horizontal coordinates were scaled from a map and have
 HN0561.an estimated accuracy of +/- 6 seconds.
 HN0561
 HN0561.The orthometric height was determined by differential leveling and
 HN0561.adjusted by the NATIONAL GEODETIC SURVEY
 HN0561.in June 1991.
 HN0561
 HN0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0561.GEOID18 height accuracy estimate available here.
 HN0561
 HN0561.Click photographs - Photos may exist for this station.
 HN0561
 HN0561.The dynamic height is computed by dividing the NAVD 88
 HN0561.geopotential number by the normal gravity value computed on the
 HN0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0561.degrees latitude (g = 980.6199 gals.).
 HN0561
 HN0561.The modeled gravity was interpolated from observed gravity values.
 HN0561
 HN0561;                    North         East    Units  Estimated Accuracy
 HN0561;SPC UT S     - 3,045,290.      494,540.      MT  (+/- 180 meters Scaled)
 HN0561
 HN0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG500033(NAD 83)
 HN0561
 HN0561                          SUPERSEDED SURVEY CONTROL
 HN0561
 HN0561  NGVD 29 (??/??/92) 1221.972  (m)         4009.09   (f) ADJ UNCH    1 2
 HN0561
 HN0561.Superseded values are not recommended for survey control.
 HN0561
 HN0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0561.See file dsdata.pdf to determine how the superseded data were derived.
 HN0561
 HN0561_MARKER: DB = BENCH MARK DISK
 HN0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0561_STAMPING: Y 143 1962
 HN0561_MARK LOGO: CGS
 HN0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0561+STABILITY: SURFACE MOTION
 HN0561
 HN0561  HISTORY     - Date     Condition        Report By
 HN0561  HISTORY     - 1962     MONUMENTED       CGS
 HN0561  HISTORY     - 1977     GOOD             USGS
 HN0561  HISTORY     - 1977     GOOD             USGS
 HN0561
 HN0561                          STATION DESCRIPTION
 HN0561
 HN0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0561'7.0 MI E FROM GLEN CANYON CITY.
 HN0561'ABOUT 7.0 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0561'SERVICE STATION AT GLEN CANYON CITY, 0.55 MILE EAST OF A 4X4 INCH
 HN0561'WHITE WOODEN REFERENCE POST WHICH PROJECTS ABOUT 16 FEET, NEAR THE
 HN0561'CREST OF A SMALL HILL, 105 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 HN0561'1.6 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF
 HN0561'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8
 HN0561'INCHES.
 HN0561
 HN0561                          STATION RECOVERY (1977)
 HN0561
 HN0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0561'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY GO E. ON GRAIDED
 HN0561'DIRT ROAD FOR 6.7 MI. TO BM. 83 FT. S. OF CENTER LINE OF ROAD, IN TOP
 HN0561'OF CONCRETE POST PROJECTING 0.7 FT.
 HN0561
 HN0561                          STATION RECOVERY (1977)
 HN0561
 HN0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HN0561'FROM THE STOP AND SHOP STATION IN GLEN CANYON CITY GO E. ON GRAIDED
 HN0561'DIRT ROAD FOR 6.7 MI. TO BM. 83 FT. S. OF CENTER LINE OF ROAD, IN TOP
 HN0561'OF CONCRETE POST PROJECTING 0.7 FT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0392 ***********************************************************************
 HN0392  DESIGNATION -  Y 144
 HN0392  PID         -  HN0392
 HN0392  STATE/COUNTY-  UT/KANE
 HN0392  COUNTRY     -  US
 HN0392  USGS QUAD   -  WARM CREEK BAY (2017)
 HN0392
 HN0392                         *CURRENT SURVEY CONTROL
 HN0392  ______________________________________________________________________
 HN0392* NAD 83(1986) POSITION- 37 02 32.     (N) 111 23 55.     (W)   SCALED
 HN0392* NAVD 88 ORTHO HEIGHT -  1140.074 (meters)     3740.39  (feet) ADJUSTED
 HN0392  ______________________________________________________________________
 HN0392  GEOID HEIGHT    -        -23.429 (meters)                     GEOID18
 HN0392  DYNAMIC HEIGHT  -       1138.756 (meters)     3736.07  (feet) COMP
 HN0392  MODELED GRAVITY -    979,437.8   (mgal)                       NAVD 88
 HN0392
 HN0392  VERT ORDER      -  FIRST     CLASS II
 HN0392
 HN0392.The horizontal coordinates were scaled from a map and have
 HN0392.an estimated accuracy of +/- 6 seconds.
 HN0392
 HN0392.The orthometric height was determined by differential leveling and
 HN0392.adjusted by the NATIONAL GEODETIC SURVEY
 HN0392.in June 1991.
 HN0392
 HN0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0392.GEOID18 height accuracy estimate available here.
 HN0392
 HN0392.Click photographs - Photos may exist for this station.
 HN0392
 HN0392.The dynamic height is computed by dividing the NAVD 88
 HN0392.geopotential number by the normal gravity value computed on the
 HN0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0392.degrees latitude (g = 980.6199 gals.).
 HN0392
 HN0392.The modeled gravity was interpolated from observed gravity values.
 HN0392
 HN0392;                    North         East    Units  Estimated Accuracy
 HN0392;SPC UT S     - 3,041,690.      509,020.      MT  (+/- 180 meters Scaled)
 HN0392
 HN0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVF645996(NAD 83)
 HN0392
 HN0392                          SUPERSEDED SURVEY CONTROL
 HN0392
 HN0392  NGVD 29 (??/??/92) 1139.146  (m)         3737.35   (f) ADJ UNCH    1 2
 HN0392
 HN0392.Superseded values are not recommended for survey control.
 HN0392
 HN0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0392.See file dsdata.pdf to determine how the superseded data were derived.
 HN0392
 HN0392_MARKER: DB = BENCH MARK DISK
 HN0392_SETTING: 66 = SET IN ROCK OUTCROP
 HN0392_STAMPING: Y 144 1962
 HN0392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0392+STABILITY: POSITION/ELEVATION WELL
 HN0392
 HN0392  HISTORY     - Date     Condition        Report By
 HN0392  HISTORY     - 1962     MONUMENTED       CGS
 HN0392
 HN0392                          STATION DESCRIPTION
 HN0392
 HN0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0392'23.05 MI SE FROM GLEN CANYON CITY.
 HN0392'ABOUT 10.3 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0392'SERVICE STATION ON U.S. HIGHWAY 89 AT GLEN CANYON CITY.  THENCE 12.75
 HN0392'MILES SOUTHEAST ACROSS COUNTRY.  AT THE FOOT OF A CLIFF WHICH IS ON
 HN0392'THE EAST SIDE OF COTTONWOOD WASH, 0.8 MILE NORTHEAST OF A 4X4-INCH
 HN0392'WHITE WOODEN POST WHICH PROJECTS 16 FEET, SET IN THE TOP OF A ROCK
 HN0392'LEDGE WHICH IS ON THE WEST SIDE OF A DEEP WASH, ABOUT 0.2 MILE
 HN0392'SOUTHWEST OF A SHARP POINT IN THE ROCK CLIFF, ABOUT 100 YARDS SOUTH OF
 HN0392'A ROUND MOUND OF ROCK WHICH PROJECTS ABOUT 100 FEET, AND 2 FEET
 HN0392'NORTHEAST OF A CAIRN.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0474 ***********************************************************************
 HN0474  DESIGNATION -  Y 145
 HN0474  PID         -  HN0474
 HN0474  STATE/COUNTY-  UT/KANE
 HN0474  COUNTRY     -  US
 HN0474  USGS QUAD   -  NAVAJO POINT (2017)
 HN0474
 HN0474                         *CURRENT SURVEY CONTROL
 HN0474  ______________________________________________________________________
 HN0474* NAD 83(1986) POSITION- 37 13 39.     (N) 111 00 19.     (W)   SCALED
 HN0474* NAVD 88 ORTHO HEIGHT -  1809.918 (meters)     5938.04  (feet) ADJUSTED
 HN0474  ______________________________________________________________________
 HN0474  GEOID HEIGHT    -        -22.673 (meters)                     GEOID18
 HN0474  DYNAMIC HEIGHT  -       1807.606 (meters)     5930.45  (feet) COMP
 HN0474  MODELED GRAVITY -    979,290.4   (mgal)                       NAVD 88
 HN0474
 HN0474  VERT ORDER      -  FIRST     CLASS II
 HN0474
 HN0474.The horizontal coordinates were scaled from a map and have
 HN0474.an estimated accuracy of +/- 6 seconds.
 HN0474
 HN0474.The orthometric height was determined by differential leveling and
 HN0474.adjusted by the NATIONAL GEODETIC SURVEY
 HN0474.in June 1991.
 HN0474
 HN0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0474.GEOID18 height accuracy estimate available here.
 HN0474
 HN0474.Click photographs - Photos may exist for this station.
 HN0474
 HN0474.The dynamic height is computed by dividing the NAVD 88
 HN0474.geopotential number by the normal gravity value computed on the
 HN0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0474.degrees latitude (g = 980.6199 gals.).
 HN0474
 HN0474.The modeled gravity was interpolated from observed gravity values.
 HN0474
 HN0474;                    North         East    Units  Estimated Accuracy
 HN0474;SPC UT S     - 3,062,360.      543,900.      MT  (+/- 180 meters Scaled)
 HN0474
 HN0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG995201(NAD 83)
 HN0474
 HN0474                          SUPERSEDED SURVEY CONTROL
 HN0474
 HN0474  NGVD 29 (??/??/92) 1808.784  (m)         5934.32   (f) ADJ UNCH    1 2
 HN0474
 HN0474.Superseded values are not recommended for survey control.
 HN0474
 HN0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0474.See file dsdata.pdf to determine how the superseded data were derived.
 HN0474
 HN0474_MARKER: DB = BENCH MARK DISK
 HN0474_SETTING: 80 = SET IN A BOULDER
 HN0474_STAMPING: Y 145 1962
 HN0474_MARK LOGO: CGS
 HN0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0474+STABILITY: SURFACE MOTION
 HN0474
 HN0474  HISTORY     - Date     Condition        Report By
 HN0474  HISTORY     - 1962     MONUMENTED       CGS
 HN0474
 HN0474                          STATION DESCRIPTION
 HN0474
 HN0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0474'10.5 MI W FROM HOLE IN THE ROCK.
 HN0474'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0474'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0474'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0474'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0474'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0474'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0474'PATH, ABOUT 20 FEET SOUTHWEST OF THE COW PATH, 39.1 FEET SOUTHWEST OF
 HN0474'A METAL WITNESS POST, 12 FEET WEST OF A 6-INCH CEDAR TREE, ABOUT 4
 HN0474'FEET ABOVE THE COW PATH, AND SET IN THE TOP OF A LARGE BOULDER AND ON
 HN0474'THE WEST BANK OF A LARGE WASH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0312 ***********************************************************************
 HN0312  DESIGNATION -  Y 146
 HN0312  PID         -  HN0312
 HN0312  STATE/COUNTY-  UT/KANE
 HN0312  COUNTRY     -  US
 HN0312  USGS QUAD   -  THE RINCON NE (2017)
 HN0312
 HN0312                         *CURRENT SURVEY CONTROL
 HN0312  ______________________________________________________________________
 HN0312* NAD 83(1986) POSITION- 37 28 02.     (N) 110 46 04.     (W)   SCALED
 HN0312* NAVD 88 ORTHO HEIGHT -  1186.208 (meters)     3891.75  (feet) ADJUSTED
 HN0312  ______________________________________________________________________
 HN0312  GEOID HEIGHT    -        -22.441 (meters)                     GEOID18
 HN0312  DYNAMIC HEIGHT  -       1184.880 (meters)     3887.39  (feet) COMP
 HN0312  MODELED GRAVITY -    979,472.2   (mgal)                       NAVD 88
 HN0312
 HN0312  VERT ORDER      -  FIRST     CLASS II
 HN0312
 HN0312.The horizontal coordinates were scaled from a map and have
 HN0312.an estimated accuracy of +/- 6 seconds.
 HN0312
 HN0312.The orthometric height was determined by differential leveling and
 HN0312.adjusted by the NATIONAL GEODETIC SURVEY
 HN0312.in June 1991.
 HN0312
 HN0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0312.GEOID18 height accuracy estimate available here.
 HN0312
 HN0312.Click photographs - Photos may exist for this station.
 HN0312
 HN0312.The dynamic height is computed by dividing the NAVD 88
 HN0312.geopotential number by the normal gravity value computed on the
 HN0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0312.degrees latitude (g = 980.6199 gals.).
 HN0312
 HN0312.The modeled gravity was interpolated from observed gravity values.
 HN0312
 HN0312;                    North         East    Units  Estimated Accuracy
 HN0312;SPC UT S     - 3,089,100.      564,770.      MT  (+/- 180 meters Scaled)
 HN0312
 HN0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG205467(NAD 83)
 HN0312
 HN0312                          SUPERSEDED SURVEY CONTROL
 HN0312
 HN0312  NGVD 29 (??/??/92) 1185.176  (m)         3888.36   (f) ADJ UNCH    1 2
 HN0312
 HN0312.Superseded values are not recommended for survey control.
 HN0312
 HN0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0312.See file dsdata.pdf to determine how the superseded data were derived.
 HN0312
 HN0312_MARKER: DB = BENCH MARK DISK
 HN0312_SETTING: 66 = SET IN ROCK OUTCROP
 HN0312_STAMPING: Y 146 1962
 HN0312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0312+STABILITY: POSITION/ELEVATION WELL
 HN0312
 HN0312  HISTORY     - Date     Condition        Report By
 HN0312  HISTORY     - 1962     MONUMENTED       CGS
 HN0312
 HN0312                          STATION DESCRIPTION
 HN0312
 HN0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0312'15.4 MI S FROM HALL DIVIDE.
 HN0312'7.6 MILES SOUTH-SOUTHEAST ALONG HALL CREEK FROM THE TOP OF HALL
 HN0312'DIVIDE.  THENCE 7.8 MILES SOUTH-SOUTHEAST ACROSS COUNTRY TOWARDS THE
 HN0312'COLORADO RIVER, SOUTHEAST OF AND AT THE FOOT OF A NARROW MESA BETWEEN
 HN0312'TWO WASHES, ON THE NORTHWEST RIM OF A SOLID ROCK WASH, 86.5 FEET
 HN0312'SOUTH-SOUTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROCK
 HN0312'OUTCROPPING WHICH PROJECTS ABOUT 4-FEET ON THE SOUTHEAST SIDE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0249 ***********************************************************************
 HN0249  DESIGNATION -  Y 147
 HN0249  PID         -  HN0249
 HN0249  STATE/COUNTY-  UT/SAN JUAN
 HN0249  COUNTRY     -  US
 HN0249  USGS QUAD   -  NOKAI DOME (2017)
 HN0249
 HN0249                         *CURRENT SURVEY CONTROL
 HN0249  ______________________________________________________________________
 HN0249* NAD 83(1986) POSITION- 37 21 47.     (N) 110 36 47.     (W)   SCALED
 HN0249* NAVD 88 ORTHO HEIGHT -  1277.362 (meters)     4190.81  (feet) ADJUSTED
 HN0249  ______________________________________________________________________
 HN0249  GEOID HEIGHT    -        -22.342 (meters)                     GEOID18
 HN0249  DYNAMIC HEIGHT  -       1275.880 (meters)     4185.95  (feet) COMP
 HN0249  MODELED GRAVITY -    979,428.1   (mgal)                       NAVD 88
 HN0249
 HN0249  VERT ORDER      -  FIRST     CLASS II
 HN0249
 HN0249.The horizontal coordinates were scaled from a map and have
 HN0249.an estimated accuracy of +/- 6 seconds.
 HN0249
 HN0249.The orthometric height was determined by differential leveling and
 HN0249.adjusted by the NATIONAL GEODETIC SURVEY
 HN0249.in June 1991.
 HN0249
 HN0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0249.GEOID18 height accuracy estimate available here.
 HN0249
 HN0249.Click photographs - Photos may exist for this station.
 HN0249
 HN0249.The dynamic height is computed by dividing the NAVD 88
 HN0249.geopotential number by the normal gravity value computed on the
 HN0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0249.degrees latitude (g = 980.6199 gals.).
 HN0249
 HN0249.The modeled gravity was interpolated from observed gravity values.
 HN0249
 HN0249;                    North         East    Units  Estimated Accuracy
 HN0249;SPC UT S     - 3,077,660.      578,570.      MT  (+/- 180 meters Scaled)
 HN0249
 HN0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG342352(NAD 83)
 HN0249
 HN0249                          SUPERSEDED SURVEY CONTROL
 HN0249
 HN0249  NGVD 29 (??/??/92) 1276.320  (m)         4187.39   (f) ADJ UNCH    1 2
 HN0249
 HN0249.Superseded values are not recommended for survey control.
 HN0249
 HN0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0249.See file dsdata.pdf to determine how the superseded data were derived.
 HN0249
 HN0249_MARKER: DB = BENCH MARK DISK
 HN0249_SETTING: 66 = SET IN ROCK OUTCROP
 HN0249_STAMPING: Y 147 1962
 HN0249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0249+STABILITY: POSITION/ELEVATION WELL
 HN0249
 HN0249  HISTORY     - Date     Condition        Report By
 HN0249  HISTORY     - 1962     MONUMENTED       CGS
 HN0249
 HN0249                          STATION DESCRIPTION
 HN0249
 HN0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0249'57.55 MI SW FROM FRY CANYON.
 HN0249'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0249'FRY CANYON.  THENCE 1.95 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0249'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD. THENCE 3.9 MILES
 HN0249'SOUTHWEST ALONG A GRADED DIRT ROAD. THENCE 3.7 MILES WEST ALONG A
 HN0249'TRAIL ROAD.  THENCE 2.95 MILES SOUTHWEST ALONG A TRAIL ROAD.  0.25
 HN0249'MILE SOUTH-SOUTHWEST OF A GROVE OF COTTONWOOD TREES, 0.1 MILE
 HN0249'NORTHEAST AND DOWN HILL FROM THE SOUTHWEST RIM OF A CANYON, 41 FEET
 HN0249'NORTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A SANDSTONE
 HN0249'OUTCROP WHICH PROJECTS 3 FEET ABOVE THE GROUND, AND ABOUT 3 FEET ABOVE
 HN0249'THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0318 ***********************************************************************
 HN0318  DESIGNATION -  Y 148
 HN0318  PID         -  HN0318
 HN0318  STATE/COUNTY-  UT/KANE
 HN0318  COUNTRY     -  US
 HN0318  USGS QUAD   -  THE RINCON NE (2017)
 HN0318
 HN0318                         *CURRENT SURVEY CONTROL
 HN0318  ______________________________________________________________________
 HN0318* NAD 83(1986) POSITION- 37 29 36.     (N) 110 48 33.     (W)   SCALED
 HN0318* NAVD 88 ORTHO HEIGHT -  1211.726 (meters)     3975.47  (feet) ADJUSTED
 HN0318  ______________________________________________________________________
 HN0318  GEOID HEIGHT    -        -22.337 (meters)                     GEOID18
 HN0318  DYNAMIC HEIGHT  -       1210.353 (meters)     3970.97  (feet) COMP
 HN0318  MODELED GRAVITY -    979,457.0   (mgal)                       NAVD 88
 HN0318
 HN0318  VERT ORDER      -  FIRST     CLASS II
 HN0318
 HN0318.The horizontal coordinates were scaled from a map and have
 HN0318.an estimated accuracy of +/- 6 seconds.
 HN0318
 HN0318.The orthometric height was determined by differential leveling and
 HN0318.adjusted by the NATIONAL GEODETIC SURVEY
 HN0318.in June 1991.
 HN0318
 HN0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0318.GEOID18 height accuracy estimate available here.
 HN0318
 HN0318.Click photographs - Photos may exist for this station.
 HN0318
 HN0318.The dynamic height is computed by dividing the NAVD 88
 HN0318.geopotential number by the normal gravity value computed on the
 HN0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0318.degrees latitude (g = 980.6199 gals.).
 HN0318
 HN0318.The modeled gravity was interpolated from observed gravity values.
 HN0318
 HN0318;                    North         East    Units  Estimated Accuracy
 HN0318;SPC UT S     - 3,091,970.      561,090.      MT  (+/- 180 meters Scaled)
 HN0318
 HN0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG168496(NAD 83)
 HN0318
 HN0318                          SUPERSEDED SURVEY CONTROL
 HN0318
 HN0318  NGVD 29 (??/??/92) 1210.668  (m)         3972.00   (f) ADJ UNCH    1 2
 HN0318
 HN0318.Superseded values are not recommended for survey control.
 HN0318
 HN0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0318.See file dsdata.pdf to determine how the superseded data were derived.
 HN0318
 HN0318_MARKER: DB = BENCH MARK DISK
 HN0318_SETTING: 66 = SET IN ROCK OUTCROP
 HN0318_STAMPING: Y 148 1962
 HN0318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0318+STABILITY: POSITION/ELEVATION WELL
 HN0318
 HN0318  HISTORY     - Date     Condition        Report By
 HN0318  HISTORY     - 1962     MONUMENTED       CGS
 HN0318
 HN0318                          STATION DESCRIPTION
 HN0318
 HN0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0318'11.55 MI S FROM HALL DIVIDE.
 HN0318'7.6 MILES SOUTH-SOUTHEAST ALONG HALL CREEK FROM THE TOP OF HALL
 HN0318'DIVIDE.  THENCE 3.95 MILES SOUTH-SOUTHEAST ACROSS COUNTRY TOWARDS THE
 HN0318'COLORADO RIVER, NORTHWEST OF NATURAL ARCH, 176 FEET SOUTHEAST OF A
 HN0318'METAL WITNESS POST, 174 FEET WEST OF A CEDAR TREE, 41 FEET EAST OF A
 HN0318'SMALL CEDAR BUSH, AND SET IN THE TOP OF A GREY COLORED FLAT ROCK
 HN0318'OUTCROP WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0219 ***********************************************************************
 HN0219  DESIGNATION -  Y 149
 HN0219  PID         -  HN0219
 HN0219  STATE/COUNTY-  UT/SAN JUAN
 HN0219  COUNTRY     -  US
 HN0219  USGS QUAD   -  WILSON CREEK (2017)
 HN0219
 HN0219                         *CURRENT SURVEY CONTROL
 HN0219  ______________________________________________________________________
 HN0219* NAD 83(1986) POSITION- 37 14 11.     (N) 110 47 36.     (W)   SCALED
 HN0219* NAVD 88 ORTHO HEIGHT -  1460.437 (meters)     4791.45  (feet) ADJUSTED
 HN0219  ______________________________________________________________________
 HN0219  GEOID HEIGHT    -        -22.575 (meters)                     GEOID18
 HN0219  DYNAMIC HEIGHT  -       1458.776 (meters)     4786.00  (feet) COMP
 HN0219  MODELED GRAVITY -    979,442.9   (mgal)                       NAVD 88
 HN0219
 HN0219  VERT ORDER      -  FIRST     CLASS II
 HN0219
 HN0219.The horizontal coordinates were scaled from a map and have
 HN0219.an estimated accuracy of +/- 6 seconds.
 HN0219
 HN0219.The orthometric height was determined by differential leveling and
 HN0219.adjusted by the NATIONAL GEODETIC SURVEY
 HN0219.in June 1991.
 HN0219
 HN0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0219.GEOID18 height accuracy estimate available here.
 HN0219
 HN0219.Click photographs - Photos may exist for this station.
 HN0219
 HN0219.The dynamic height is computed by dividing the NAVD 88
 HN0219.geopotential number by the normal gravity value computed on the
 HN0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0219.degrees latitude (g = 980.6199 gals.).
 HN0219
 HN0219.The modeled gravity was interpolated from observed gravity values.
 HN0219
 HN0219;                    North         East    Units  Estimated Accuracy
 HN0219;SPC UT S     - 3,063,470.      562,710.      MT  (+/- 180 meters Scaled)
 HN0219
 HN0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG183211(NAD 83)
 HN0219
 HN0219                          SUPERSEDED SURVEY CONTROL
 HN0219
 HN0219  NGVD 29 (??/??/92) 1459.446  (m)         4788.20   (f) ADJ UNCH    1 2
 HN0219
 HN0219.Superseded values are not recommended for survey control.
 HN0219
 HN0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0219.See file dsdata.pdf to determine how the superseded data were derived.
 HN0219
 HN0219_MARKER: DB = BENCH MARK DISK
 HN0219_SETTING: 66 = SET IN ROCK OUTCROP
 HN0219_STAMPING: Y 149 1962
 HN0219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0219+STABILITY: POSITION/ELEVATION WELL
 HN0219
 HN0219  HISTORY     - Date     Condition        Report By
 HN0219  HISTORY     - 1962     MONUMENTED       CGS
 HN0219
 HN0219                          STATION DESCRIPTION
 HN0219
 HN0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0219'75.7 MI SW FROM FRY CANYON.
 HN0219'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT
 HN0219'FRY CANYON.  THENCE 19.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD.
 HN0219'THENCE 15.0 MILES WEST ALONG A GRADED DIRT ROAD.  THENCE 3.9 MILES
 HN0219'SOUTHWEST ALONG A GRADED DIRT ROAD.  THENCE 3.7 MILES WEST ALONG A
 HN0219'TRAIL ROAD.  THENCE 19.65 MILES SOUTHWEST ALONG A TRAIL ROAD.  THENCE
 HN0219'1.45 MILES WEST-SOUTHWEST ACROSS COUNTRY TOWARD HOLE-IN-THE-ROCK.
 HN0219'ABOUT 0.6 MILE SOUTH OF A SMALL MESA, SET IN THE TOP OF A LARGE ROCK
 HN0219'OUTCROP, 45 FEET EAST OF A CEDAR BUSH, AND 58.0 FEET SOUTH OF A METAL
 HN0219'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0334 ***********************************************************************
 JM0334  DESIGNATION -  Y 15
 JM0334  PID         -  JM0334
 JM0334  STATE/COUNTY-  UT/GRAND
 JM0334  COUNTRY     -  US
 JM0334  USGS QUAD   -  HATCH MESA (2017)
 JM0334
 JM0334                         *CURRENT SURVEY CONTROL
 JM0334  ______________________________________________________________________
 JM0334* NAD 83(1986) POSITION- 38 56 25.     (N) 109 58 02.     (W)   SCALED
 JM0334* NAVD 88 ORTHO HEIGHT -  1385.529 (meters)     4545.69  (feet) ADJUSTED
 JM0334  ______________________________________________________________________
 JM0334  GEOID HEIGHT    -        -20.328 (meters)                     GEOID18
 JM0334  DYNAMIC HEIGHT  -       1384.150 (meters)     4541.17  (feet) COMP
 JM0334  MODELED GRAVITY -    979,585.3   (mgal)                       NAVD 88
 JM0334
 JM0334  VERT ORDER      -  FIRST     CLASS II
 JM0334
 JM0334.The horizontal coordinates were scaled from a map and have
 JM0334.an estimated accuracy of +/- 6 seconds.
 JM0334
 JM0334.The orthometric height was determined by differential leveling and
 JM0334.adjusted by the NATIONAL GEODETIC SURVEY
 JM0334.in June 1991.
 JM0334
 JM0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0334.GEOID18 height accuracy estimate available here.
 JM0334
 JM0334.Click photographs - Photos may exist for this station.
 JM0334
 JM0334.The dynamic height is computed by dividing the NAVD 88
 JM0334.geopotential number by the normal gravity value computed on the
 JM0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0334.degrees latitude (g = 980.6199 gals.).
 JM0334
 JM0334.The modeled gravity was interpolated from observed gravity values.
 JM0334
 JM0334;                    North         East    Units  Estimated Accuracy
 JM0334;SPC UT C     - 2,068,520.      632,890.      MT  (+/- 180 meters Scaled)
 JM0334
 JM0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ895106(NAD 83)
 JM0334
 JM0334                          SUPERSEDED SURVEY CONTROL
 JM0334
 JM0334  NGVD 29 (??/??/92) 1384.514  (m)         4542.36   (f) ADJ UNCH    1 2
 JM0334
 JM0334.Superseded values are not recommended for survey control.
 JM0334
 JM0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0334.See file dsdata.pdf to determine how the superseded data were derived.
 JM0334
 JM0334_MARKER: DB = BENCH MARK DISK
 JM0334_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JM0334_SP_SET: CULVERT HEADWALL
 JM0334_STAMPING: 4542.360 Y 15 1927
 JM0334_MARK LOGO: CGS
 JM0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0334+STABILITY: SURFACE MOTION
 JM0334
 JM0334  HISTORY     - Date     Condition        Report By
 JM0334  HISTORY     - 1927     MONUMENTED       CGS
 JM0334  HISTORY     - 1934     GOOD             CGS
 JM0334  HISTORY     - 1961     GOOD             CGS
 JM0334  HISTORY     - 20091029 MARK NOT FOUND   GEOCAC
 JM0334
 JM0334                          STATION DESCRIPTION
 JM0334
 JM0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0334'12.0 MI E FROM GREEN RIVER.
 JM0334'IN GRAND COUNTY, 12.0 MILES EAST ALONG THE DENVER AND RIO GRANDE
 JM0334'WESTERN RAILROAD FROM GREEN RIVER, EMERY COUNTY, 40 FEET SOUTHWEST OF
 JM0334'MILEPOST 543, AT A CONCRETE CULVERT UNDER THE TRACK, IN THE TOP OF THE
 JM0334'WEST END OF THE SOUTH HEADWALL, AND 20 FEET SOUTH OF THE CENTERLINE OF
 JM0334'THE TRACK.  A STANDARD DISK, STAMPED 4542.360 Y 15 1927.
 JM0334
 JM0334                          STATION RECOVERY (1961)
 JM0334
 JM0334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JM0334'RECOVERED IN GOOD CONDITION.
 JM0334
 JM0334                          STATION RECOVERY (2009)
 JM0334
 JM0334'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0334'STATION MAY BE THERE ON TOP OF A NEWER CONCRETE CAP, BUT REQUIRES A 20
 JM0334'FOOT EXTENSION LADDER FOR SAFE ACCESS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0335 ***********************************************************************
 HN0335  DESIGNATION -  Y 150
 HN0335  PID         -  HN0335
 HN0335  STATE/COUNTY-  UT/KANE
 HN0335  COUNTRY     -  US
 HN0335  USGS QUAD   -  HALL MESA (2017)
 HN0335
 HN0335                         *CURRENT SURVEY CONTROL
 HN0335  ______________________________________________________________________
 HN0335* NAD 83(1986) POSITION- 37 30 58.     (N) 110 49 03.     (W)   SCALED
 HN0335* NAVD 88 ORTHO HEIGHT -  1143.764 (meters)     3752.50  (feet) ADJUSTED
 HN0335  ______________________________________________________________________
 HN0335  GEOID HEIGHT    -        -22.292 (meters)                     GEOID18
 HN0335  DYNAMIC HEIGHT  -       1142.467 (meters)     3748.24  (feet) COMP
 HN0335  MODELED GRAVITY -    979,459.3   (mgal)                       NAVD 88
 HN0335
 HN0335  VERT ORDER      -  FIRST     CLASS II
 HN0335
 HN0335.The horizontal coordinates were scaled from a map and have
 HN0335.an estimated accuracy of +/- 6 seconds.
 HN0335
 HN0335.The orthometric height was determined by differential leveling and
 HN0335.adjusted by the NATIONAL GEODETIC SURVEY
 HN0335.in June 1991.
 HN0335
 HN0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0335.GEOID18 height accuracy estimate available here.
 HN0335
 HN0335.Click photographs - Photos may exist for this station.
 HN0335
 HN0335.The dynamic height is computed by dividing the NAVD 88
 HN0335.geopotential number by the normal gravity value computed on the
 HN0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0335.degrees latitude (g = 980.6199 gals.).
 HN0335
 HN0335.The modeled gravity was interpolated from observed gravity values.
 HN0335
 HN0335;                    North         East    Units  Estimated Accuracy
 HN0335;SPC UT S     - 3,094,490.      560,340.      MT  (+/- 180 meters Scaled)
 HN0335
 HN0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG161521(NAD 83)
 HN0335
 HN0335                          SUPERSEDED SURVEY CONTROL
 HN0335
 HN0335  NGVD 29 (??/??/92) 1142.700  (m)         3749.01   (f) ADJ UNCH    1 2
 HN0335
 HN0335.Superseded values are not recommended for survey control.
 HN0335
 HN0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0335.See file dsdata.pdf to determine how the superseded data were derived.
 HN0335
 HN0335_MARKER: DB = BENCH MARK DISK
 HN0335_SETTING: 66 = SET IN ROCK OUTCROP
 HN0335_STAMPING: Y 150 1962
 HN0335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0335+STABILITY: POSITION/ELEVATION WELL
 HN0335
 HN0335  HISTORY     - Date     Condition        Report By
 HN0335  HISTORY     - 1962     MONUMENTED       CGS
 HN0335  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0335  HISTORY     - 1982     MARK NOT FOUND   USGS
 HN0335
 HN0335                          STATION DESCRIPTION
 HN0335
 HN0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0335'9.6 MI S FROM HALL DIVIDE.
 HN0335'ABOUT 7.6 MILES SOUTH-SOUTHEAST ALONG HALL CREEK FROM THE TOP OF HALL
 HN0335'DIVIDE.  THENCE 2.0 MILES SOUTH-SOUTHEAST ACROSS COUNTRY, 200 FEET
 HN0335'WEST-NORTHWEST OF A SMALL WASH DRAINING NORTH, 8.0 FEET EAST-SOUTHEAST
 HN0335'OF A METAL WITNESS POST, AND SET IN THE TOP OF A GREY COLORED ROCK
 HN0335'OUTCROP WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND.
 HN0335
 HN0335                          STATION RECOVERY (1982)
 HN0335
 HN0335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0335'MARK NOT FOUND.
 HN0335
 HN0335                          STATION RECOVERY (1982)
 HN0335
 HN0335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HN0335'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0434 ***********************************************************************
 HN0434  DESIGNATION -  Y 151
 HN0434  PID         -  HN0434
 HN0434  STATE/COUNTY-  UT/KANE
 HN0434  COUNTRY     -  US
 HN0434  USGS QUAD   -  MAZUKI POINT (2017)
 HN0434
 HN0434                         *CURRENT SURVEY CONTROL
 HN0434  ______________________________________________________________________
 HN0434* NAD 83(1986) POSITION- 37 08 19.     (N) 111 13 39.     (W)   SCALED
 HN0434* NAVD 88 ORTHO HEIGHT -  1412.265 (meters)     4633.41  (feet) ADJUSTED
 HN0434  ______________________________________________________________________
 HN0434  GEOID HEIGHT    -        -23.108 (meters)                     GEOID18
 HN0434  DYNAMIC HEIGHT  -       1410.618 (meters)     4628.00  (feet) COMP
 HN0434  MODELED GRAVITY -    979,417.1   (mgal)                       NAVD 88
 HN0434
 HN0434  VERT ORDER      -  FIRST     CLASS II
 HN0434
 HN0434.The horizontal coordinates were scaled from a map and have
 HN0434.an estimated accuracy of +/- 6 seconds.
 HN0434
 HN0434.The orthometric height was determined by differential leveling and
 HN0434.adjusted by the NATIONAL GEODETIC SURVEY
 HN0434.in June 1991.
 HN0434
 HN0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0434.GEOID18 height accuracy estimate available here.
 HN0434
 HN0434.Click photographs - Photos may exist for this station.
 HN0434
 HN0434.The dynamic height is computed by dividing the NAVD 88
 HN0434.geopotential number by the normal gravity value computed on the
 HN0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0434.degrees latitude (g = 980.6199 gals.).
 HN0434
 HN0434.The modeled gravity was interpolated from observed gravity values.
 HN0434
 HN0434;                    North         East    Units  Estimated Accuracy
 HN0434;SPC UT S     - 3,052,410.      524,210.      MT  (+/- 180 meters Scaled)
 HN0434
 HN0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG797102(NAD 83)
 HN0434
 HN0434                          SUPERSEDED SURVEY CONTROL
 HN0434
 HN0434  NGVD 29 (??/??/92) 1411.302  (m)         4630.25   (f) ADJ UNCH    1 2
 HN0434
 HN0434.Superseded values are not recommended for survey control.
 HN0434
 HN0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0434.See file dsdata.pdf to determine how the superseded data were derived.
 HN0434
 HN0434_MARKER: DB = BENCH MARK DISK
 HN0434_SETTING: 66 = SET IN ROCK OUTCROP
 HN0434_STAMPING: Y 151 1962
 HN0434_MARK LOGO: CGS
 HN0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0434+STABILITY: POSITION/ELEVATION WELL
 HN0434
 HN0434  HISTORY     - Date     Condition        Report By
 HN0434  HISTORY     - 1962     MONUMENTED       CGS
 HN0434
 HN0434                          STATION DESCRIPTION
 HN0434
 HN0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0434'32.8 MI E FROM GLEN CANYON CITY.
 HN0434'ABOUT 17.75 MILES EAST ALONG A WINDING DIRT ROAD FROM THE CHEVRON
 HN0434'SERVICE STATION AT GLEN CANYON CITY.  THENCE 8.8 MILES EAST ALONG A
 HN0434'DIM BULLDOZED TRAIL ROAD TO A SMALL POND SURROUNDED WITH TAMARISK
 HN0434'BUSHES.  THENCE 2.1 MILES EAST ACROSS COUNTRY TO THE WEST RIM OF LAST
 HN0434'CHANCE CREEK.  THENCE 0.7 MILE EAST ACROSS LAST CHANCE CREEK TO THE
 HN0434'EAST RIM OF LAST CHANCE CREEK.  THENCE 3.45 MILES EAST ACROSS COUNTRY
 HN0434'OVER GRAND BENCH TOWARDS ROCK CREEK, 56.8 FEET NORTHWEST OF A METAL
 HN0434'WITNESS POST, AND SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS
 HN0434'ABOUT 5 1/2 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0472 ***********************************************************************
 HN0472  DESIGNATION -  Y 152
 HN0472  PID         -  HN0472
 HN0472  STATE/COUNTY-  UT/KANE
 HN0472  COUNTRY     -  US
 HN0472  USGS QUAD   -  NAVAJO POINT (2017)
 HN0472
 HN0472                         *CURRENT SURVEY CONTROL
 HN0472  ______________________________________________________________________
 HN0472* NAD 83(1986) POSITION- 37 13 16.     (N) 111 00 35.     (W)   SCALED
 HN0472* NAVD 88 ORTHO HEIGHT -  1907.506 (meters)     6258.21  (feet) ADJUSTED
 HN0472  ______________________________________________________________________
 HN0472  GEOID HEIGHT    -        -22.678 (meters)                     GEOID18
 HN0472  DYNAMIC HEIGHT  -       1905.041 (meters)     6250.12  (feet) COMP
 HN0472  MODELED GRAVITY -    979,271.6   (mgal)                       NAVD 88
 HN0472
 HN0472  VERT ORDER      -  FIRST     CLASS II
 HN0472
 HN0472.The horizontal coordinates were scaled from a map and have
 HN0472.an estimated accuracy of +/- 6 seconds.
 HN0472
 HN0472.The orthometric height was determined by differential leveling and
 HN0472.adjusted by the NATIONAL GEODETIC SURVEY
 HN0472.in June 1991.
 HN0472
 HN0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0472.GEOID18 height accuracy estimate available here.
 HN0472
 HN0472.Click photographs - Photos may exist for this station.
 HN0472
 HN0472.The dynamic height is computed by dividing the NAVD 88
 HN0472.geopotential number by the normal gravity value computed on the
 HN0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0472.degrees latitude (g = 980.6199 gals.).
 HN0472
 HN0472.The modeled gravity was interpolated from observed gravity values.
 HN0472
 HN0472;                    North         East    Units  Estimated Accuracy
 HN0472;SPC UT S     - 3,061,650.      543,510.      MT  (+/- 180 meters Scaled)
 HN0472
 HN0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG991194(NAD 83)
 HN0472
 HN0472                          SUPERSEDED SURVEY CONTROL
 HN0472
 HN0472  NGVD 29 (??/??/92) 1906.356  (m)         6254.44   (f) ADJ UNCH    1 2
 HN0472
 HN0472.Superseded values are not recommended for survey control.
 HN0472
 HN0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0472.See file dsdata.pdf to determine how the superseded data were derived.
 HN0472
 HN0472_MARKER: DB = BENCH MARK DISK
 HN0472_SETTING: 80 = SET IN A BOULDER
 HN0472_STAMPING: Y 152 1962
 HN0472_MARK LOGO: CGS
 HN0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0472+STABILITY: SURFACE MOTION
 HN0472
 HN0472  HISTORY     - Date     Condition        Report By
 HN0472  HISTORY     - 1962     MONUMENTED       CGS
 HN0472
 HN0472                          STATION DESCRIPTION
 HN0472
 HN0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0472'11.35 MI W FROM HOLE IN THE ROCK.
 HN0472'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0472'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0472'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0472'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0472'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0472'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0472'PATH.  THENCE 0.85 MILE SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0472'HILL, SOUTHWEST OF FIFTYMILE POINT, WEST-NORTHWEST OF FIFTYMILE POINT
 HN0472'OF THE STRAIGHT CLIFFS, 5.4 FEET SOUTH SET IN THE TOP OF A LARGE
 HN0472'BOULDER PROJECTING ABOUT 3 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0448 ***********************************************************************
 HN0448  DESIGNATION -  Y 153
 HN0448  PID         -  HN0448
 HN0448  STATE/COUNTY-  UT/KANE
 HN0448  COUNTRY     -  US
 HN0448  USGS QUAD   -  NAVAJO POINT (2017)
 HN0448
 HN0448                         *CURRENT SURVEY CONTROL
 HN0448  ______________________________________________________________________
 HN0448* NAD 83(1986) POSITION- 37 09 19.     (N) 111 04 20.     (W)   SCALED
 HN0448* NAVD 88 ORTHO HEIGHT -  1658.926 (meters)     5442.66  (feet) ADJUSTED
 HN0448  ______________________________________________________________________
 HN0448  GEOID HEIGHT    -        -22.896 (meters)                     GEOID18
 HN0448  DYNAMIC HEIGHT  -       1656.894 (meters)     5435.99  (feet) COMP
 HN0448  MODELED GRAVITY -    979,349.0   (mgal)                       NAVD 88
 HN0448
 HN0448  VERT ORDER      -  FIRST     CLASS II
 HN0448
 HN0448.The horizontal coordinates were scaled from a map and have
 HN0448.an estimated accuracy of +/- 6 seconds.
 HN0448
 HN0448.The orthometric height was determined by differential leveling and
 HN0448.adjusted by the NATIONAL GEODETIC SURVEY
 HN0448.in June 1991.
 HN0448
 HN0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0448.GEOID18 height accuracy estimate available here.
 HN0448
 HN0448.Click photographs - Photos may exist for this station.
 HN0448
 HN0448.The dynamic height is computed by dividing the NAVD 88
 HN0448.geopotential number by the normal gravity value computed on the
 HN0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0448.degrees latitude (g = 980.6199 gals.).
 HN0448
 HN0448.The modeled gravity was interpolated from observed gravity values.
 HN0448
 HN0448;                    North         East    Units  Estimated Accuracy
 HN0448;SPC UT S     - 3,054,320.      538,000.      MT  (+/- 180 meters Scaled)
 HN0448
 HN0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG935121(NAD 83)
 HN0448
 HN0448                          SUPERSEDED SURVEY CONTROL
 HN0448
 HN0448  NGVD 29 (??/??/92) 1657.894  (m)         5439.27   (f) ADJ UNCH    1 2
 HN0448
 HN0448.Superseded values are not recommended for survey control.
 HN0448
 HN0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0448.See file dsdata.pdf to determine how the superseded data were derived.
 HN0448
 HN0448_MARKER: DB = BENCH MARK DISK
 HN0448_SETTING: 66 = SET IN ROCK OUTCROP
 HN0448_STAMPING: Y 153 1962
 HN0448_MARK LOGO: CGS
 HN0448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0448+STABILITY: POSITION/ELEVATION WELL
 HN0448
 HN0448  HISTORY     - Date     Condition        Report By
 HN0448  HISTORY     - 1962     MONUMENTED       CGS
 HN0448  HISTORY     - 1979     MARK NOT FOUND   USGS
 HN0448  HISTORY     - 1979     MARK NOT FOUND   USGS
 HN0448
 HN0448                          STATION DESCRIPTION
 HN0448
 HN0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HN0448'23.05 MI SW FROM HOLE-IN-THE-ROCK.
 HN0448'ABOUT 7.9 MILES WEST ALONG A GRADED DIRT ROAD FROM HOLE-IN-THE-ROCK.
 HN0448'THENCE ABOUT 0.1 MILE SOUTH ALONG A SANDY TRAIL ROAD LEADING TO A
 HN0448'CABIN.  THENCE ABOUT 0.25 MILE SOUTHWEST ALONG A DIM TRAIL ROAD AND
 HN0448'AROUND THE BASE OF A LARGE SANDSTONE FORMATION.  THENCE 1.5 MILES
 HN0448'SOUTHWEST AND UP A CATTLE TRAIL TO THE TOP OF A PLATEAU.  THENCE 0.3
 HN0448'MILE SOUTHEAST ACROSS COUNTRY.  THENCE 0.45 MILE SOUTHEAST ALONG A COW
 HN0448'PATH.  THENCE 1.25 MILES SOUTHEAST ACROSS COUNTRY TO THE CREST OF A
 HN0448'HILL AND THE BASE OF STRAIGHT CLIFFS AT FIFTYMILE POINT OF STRAIGHT
 HN0448'CLIFFS.  THENCE 2.4 MILES SOUTH-SOUTHEAST ALONG A COW PATH.  THENCE
 HN0448'3.1 MILES SOUTH ACROSS ROCKY COUNTRY TOWARDS NAVAJO POINT.  THENCE 3.0
 HN0448'MILES NORTHWEST ALONG A COW PATH AND AROUND NAVAJO POINT.  THENCE 2.8
 HN0448'MILES SOUTHWEST DOWNHILL AND ACROSS ROCKY COUNTRY LEADING TO BILLIE
 HN0448'FLAT TOP, WEST OF NAVAJO POINT, 300 FEET NORTHEAST OF THE RIM OF A
 HN0448'ROCK CLIFF, 2.5 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET IN THE
 HN0448'TOP OF A ROCK OUTCROP WHICH IS FLUSH WITH THE GROUND.
 HN0448
 HN0448                          STATION RECOVERY (1979)
 HN0448
 HN0448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HN0448'MARK NOT FOUND.
 HN0448
 HN0448                          STATION RECOVERY (1979)
 HN0448
 HN0448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HN0448'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0319 ***********************************************************************
 MS0319  DESIGNATION -  Y 154
 MS0319  PID         -  MS0319
 MS0319  STATE/COUNTY-  UT/BOX ELDER
 MS0319  COUNTRY     -  US
 MS0319  USGS QUAD   -  LEMAY (2017)
 MS0319
 MS0319                         *CURRENT SURVEY CONTROL
 MS0319  ______________________________________________________________________
 MS0319* NAD 83(1986) POSITION- 41 17 44.     (N) 113 26 43.     (W)   SCALED
 MS0319* NAVD 88 ORTHO HEIGHT -  1285.820 (meters)     4218.56  (feet) ADJUSTED
 MS0319  ______________________________________________________________________
 MS0319  GEOID HEIGHT    -        -16.952 (meters)                     GEOID18
 MS0319  DYNAMIC HEIGHT  -       1284.915 (meters)     4215.59  (feet) COMP
 MS0319  MODELED GRAVITY -    979,875.5   (mgal)                       NAVD 88
 MS0319
 MS0319  VERT ORDER      -  SECOND    CLASS 0
 MS0319
 MS0319.The horizontal coordinates were scaled from a map and have
 MS0319.an estimated accuracy of +/- 6 seconds.
 MS0319
 MS0319.The orthometric height was determined by differential leveling and
 MS0319.adjusted by the NATIONAL GEODETIC SURVEY
 MS0319.in June 1991.
 MS0319
 MS0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0319.GEOID18 height accuracy estimate available here.
 MS0319
 MS0319.Click photographs - Photos may exist for this station.
 MS0319
 MS0319.The dynamic height is computed by dividing the NAVD 88
 MS0319.geopotential number by the normal gravity value computed on the
 MS0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0319.degrees latitude (g = 980.6199 gals.).
 MS0319
 MS0319.The modeled gravity was interpolated from observed gravity values.
 MS0319
 MS0319;                    North         East    Units  Estimated Accuracy
 MS0319;SPC UT N     - 1,108,680.      337,090.      MT  (+/- 180 meters Scaled)
 MS0319
 MS0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL952744(NAD 83)
 MS0319
 MS0319                          SUPERSEDED SURVEY CONTROL
 MS0319
 MS0319  NGVD 29 (??/??/92) 1284.822  (m)         4215.29   (f) ADJ UNCH    2 0
 MS0319
 MS0319.Superseded values are not recommended for survey control.
 MS0319
 MS0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0319.See file dsdata.pdf to determine how the superseded data were derived.
 MS0319
 MS0319_MARKER: DB = BENCH MARK DISK
 MS0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0319_STAMPING: Y 154 1966
 MS0319_MARK LOGO: CGS
 MS0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0319+STABILITY: SURFACE MOTION
 MS0319
 MS0319  HISTORY     - Date     Condition        Report By
 MS0319  HISTORY     - 1966     MONUMENTED       CGS
 MS0319
 MS0319                          STATION DESCRIPTION
 MS0319
 MS0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0319'17.0 MI W FROM HOGUP.
 MS0319'17.0 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STOCK
 MS0319'PENS AT HOGUP, 2 FEET EAST OF MILE POST 704, 58.6 FEET NORTH OF THE
 MS0319'NORTH RAIL, 2 FEET WEST OF A WITNESS POST, ABOUT 7 FEET LOWER THAN THE
 MS0319'TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0409 ***********************************************************************
 MS0409  DESIGNATION -  Y 155
 MS0409  PID         -  MS0409
 MS0409  STATE/COUNTY-  UT/BOX ELDER
 MS0409  COUNTRY     -  US
 MS0409  USGS QUAD   -  PIGEON MOUNTAIN (2017)
 MS0409
 MS0409                         *CURRENT SURVEY CONTROL
 MS0409  ______________________________________________________________________
 MS0409* NAD 83(1986) POSITION- 41 19 57.     (N) 113 48 01.     (W)   SCALED
 MS0409* NAVD 88 ORTHO HEIGHT -  1329.252 (meters)     4361.05  (feet) ADJUSTED
 MS0409  ______________________________________________________________________
 MS0409  GEOID HEIGHT    -        -16.887 (meters)                     GEOID18
 MS0409  DYNAMIC HEIGHT  -       1328.312 (meters)     4357.97  (feet) COMP
 MS0409  MODELED GRAVITY -    979,869.9   (mgal)                       NAVD 88
 MS0409
 MS0409  VERT ORDER      -  SECOND    CLASS 0
 MS0409
 MS0409.The horizontal coordinates were scaled from a map and have
 MS0409.an estimated accuracy of +/- 6 seconds.
 MS0409
 MS0409.The orthometric height was determined by differential leveling and
 MS0409.adjusted by the NATIONAL GEODETIC SURVEY
 MS0409.in June 1991.
 MS0409
 MS0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0409.GEOID18 height accuracy estimate available here.
 MS0409
 MS0409.Click photographs - Photos may exist for this station.
 MS0409
 MS0409.The dynamic height is computed by dividing the NAVD 88
 MS0409.geopotential number by the normal gravity value computed on the
 MS0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0409.degrees latitude (g = 980.6199 gals.).
 MS0409
 MS0409.The modeled gravity was interpolated from observed gravity values.
 MS0409
 MS0409;                    North         East    Units  Estimated Accuracy
 MS0409;SPC UT N     - 1,113,510.      307,470.      MT  (+/- 180 meters Scaled)
 MS0409
 MS0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL656794(NAD 83)
 MS0409
 MS0409                          SUPERSEDED SURVEY CONTROL
 MS0409
 MS0409  NGVD 29 (??/??/92) 1328.25   (m)         4357.8    (f) COMPUTED    2 0
 MS0409
 MS0409.Superseded values are not recommended for survey control.
 MS0409
 MS0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0409.See file dsdata.pdf to determine how the superseded data were derived.
 MS0409
 MS0409_MARKER: DB = BENCH MARK DISK
 MS0409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MS0409_SP_SET: ABUTMENT
 MS0409_STAMPING: Y 155 1966
 MS0409_MARK LOGO: CGS
 MS0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0409
 MS0409  HISTORY     - Date     Condition        Report By
 MS0409  HISTORY     - 1966     MONUMENTED       CGS
 MS0409
 MS0409                          STATION DESCRIPTION
 MS0409
 MS0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MS0409'5.95 MI E FROM LUCIN.
 MS0409'5.95 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE CROSSING
 MS0409'OF STATE HIGHWAY 70 AT LUCIN, IN THE TOP AND 0.9 FOOT NORTH OF THE
 MS0409'SOUTH END OF THE EAST ABUTMENT OF BRIDGE 685.33, 7.9 FEET SOUTH OF THE
 MS0409'SOUTH RAIL AND ABOUT 1 FOOT LOWER THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0167 ***********************************************************************
 LO0167  DESIGNATION -  Y 159
 LO0167  PID         -  LO0167
 LO0167  STATE/COUNTY-  UT/SUMMIT
 LO0167  COUNTRY     -  US
 LO0167  USGS QUAD   -  MIRROR LAKE (2017)
 LO0167
 LO0167                         *CURRENT SURVEY CONTROL
 LO0167  ______________________________________________________________________
 LO0167* NAD 83(1986) POSITION- 40 40 36.48   (N) 110 56 40.02   (W)   HD_HELD1
 LO0167* NAVD 88 ORTHO HEIGHT -  3020.783 (meters)     9910.69  (feet) ADJUSTED
 LO0167  ______________________________________________________________________
 LO0167  GEOID HEIGHT    -        -13.056 (meters)                     GEOID18
 LO0167  DYNAMIC HEIGHT  -       3017.508 (meters)     9899.94  (feet) COMP
 LO0167  MODELED GRAVITY -    979,428.8   (mgal)                       NAVD 88
 LO0167
 LO0167  VERT ORDER      -  SECOND    CLASS 0
 LO0167
 LO0167.The horizontal coordinates were determined by differentially corrected
 LO0167.hand held GPS observations or other comparable positioning techniques
 LO0167.and have an estimated accuracy of +/- 3 meters.
 LO0167
 LO0167.The orthometric height was determined by differential leveling and
 LO0167.adjusted by the NATIONAL GEODETIC SURVEY
 LO0167.in June 1991.
 LO0167
 LO0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0167.GEOID18 height accuracy estimate available here.
 LO0167
 LO0167.Click photographs - Photos may exist for this station.
 LO0167
 LO0167.The dynamic height is computed by dividing the NAVD 88
 LO0167.geopotential number by the normal gravity value computed on the
 LO0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0167.degrees latitude (g = 980.6199 gals.).
 LO0167
 LO0167.The modeled gravity was interpolated from observed gravity values.
 LO0167
 LO0167;                    North         East    Units  Estimated Accuracy
 LO0167;SPC UT N     - 1,038,291.8     546,968.9     MT  (+/- 3 meters HH1 GPS) 
 LO0167
 LO0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL0469402881(NAD 83)
 LO0167
 LO0167                          SUPERSEDED SURVEY CONTROL
 LO0167
 LO0167  NGVD 29 (??/??/92) 3019.212  (m)         9905.53   (f) ADJ UNCH    2 0
 LO0167
 LO0167.Superseded values are not recommended for survey control.
 LO0167
 LO0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0167.See file dsdata.pdf to determine how the superseded data were derived.
 LO0167
 LO0167_MARKER: DD = SURVEY DISK
 LO0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0167_SP_SET: CULVERT
 LO0167_STAMPING: Y 159
 LO0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0167
 LO0167  HISTORY     - Date     Condition        Report By
 LO0167  HISTORY     - UNK      MONUMENTED       USFWA
 LO0167  HISTORY     - 1962     GOOD             CGS
 LO0167
 LO0167                          STATION DESCRIPTION
 LO0167
 LO0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0167'26.85 MI NE FROM KAMAS.
 LO0167'26.85 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF
 LO0167'U.S. HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP OF THE CENTER OF THE
 LO0167'NORTH-NORTHEAST CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT, 18 FEET
 LO0167'NORTH-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 LO0167'LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0191 ***********************************************************************
 LO0191  DESIGNATION -  Y 160
 LO0191  PID         -  LO0191
 LO0191  STATE/COUNTY-  UT/SUMMIT
 LO0191  COUNTRY     -  US
 LO0191  USGS QUAD   -  CHRISTMAS MEADOWS (2017)
 LO0191
 LO0191                         *CURRENT SURVEY CONTROL
 LO0191  ______________________________________________________________________
 LO0191* NAD 83(1986) POSITION- 40 49 32.     (N) 110 51 48.     (W)   SCALED
 LO0191* NAVD 88 ORTHO HEIGHT -  2742.682 (meters)     8998.28  (feet) ADJUSTED
 LO0191  ______________________________________________________________________
 LO0191  GEOID HEIGHT    -        -12.987 (meters)                     GEOID18
 LO0191  DYNAMIC HEIGHT  -       2739.806 (meters)     8988.85  (feet) COMP
 LO0191  MODELED GRAVITY -    979,475.2   (mgal)                       NAVD 88
 LO0191
 LO0191  VERT ORDER      -  SECOND    CLASS 0
 LO0191
 LO0191.The horizontal coordinates were scaled from a map and have
 LO0191.an estimated accuracy of +/- 6 seconds.
 LO0191
 LO0191.The orthometric height was determined by differential leveling and
 LO0191.adjusted by the NATIONAL GEODETIC SURVEY
 LO0191.in June 1991.
 LO0191
 LO0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0191.GEOID18 height accuracy estimate available here.
 LO0191
 LO0191.Click photographs - Photos may exist for this station.
 LO0191
 LO0191.The dynamic height is computed by dividing the NAVD 88
 LO0191.geopotential number by the normal gravity value computed on the
 LO0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0191.degrees latitude (g = 980.6199 gals.).
 LO0191
 LO0191.The modeled gravity was interpolated from observed gravity values.
 LO0191
 LO0191;                    North         East    Units  Estimated Accuracy
 LO0191;SPC UT N     - 1,054,860.      553,710.      MT  (+/- 180 meters Scaled)
 LO0191
 LO0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL115194(NAD 83)
 LO0191
 LO0191                          SUPERSEDED SURVEY CONTROL
 LO0191
 LO0191  NGVD 29 (??/??/92) 2741.119  (m)         8993.15   (f) ADJ UNCH    2 0
 LO0191
 LO0191.Superseded values are not recommended for survey control.
 LO0191
 LO0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0191.See file dsdata.pdf to determine how the superseded data were derived.
 LO0191
 LO0191_MARKER: DB = BENCH MARK DISK
 LO0191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0191_SP_SET: CULVERT
 LO0191_STAMPING: Y 160 1962
 LO0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0191
 LO0191  HISTORY     - Date     Condition        Report By
 LO0191  HISTORY     - 1962     MONUMENTED       CGS
 LO0191
 LO0191                          STATION DESCRIPTION
 LO0191
 LO0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0191'43.1 MI NE FROM KAMAS.
 LO0191'43.1 MILES NORTHEAST ALONG STATE HIGHWAY 150 FROM THE JUNCTION OF U.S.
 LO0191'HIGHWAY 189 ALTERNATE AT KAMAS, IN THE TOP AND 0.8 FOOT SOUTHWEST OF
 LO0191'THE NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL OF A 36-INCH
 LO0191'PIPE CULVERT, 23 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 LO0191'ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0347 ***********************************************************************
 LO0347  DESIGNATION -  Y 161
 LO0347  PID         -  LO0347
 LO0347  STATE/COUNTY-  UT/SUMMIT
 LO0347  COUNTRY     -  US
 LO0347  USGS QUAD   -  UPTON (2017)
 LO0347
 LO0347                         *CURRENT SURVEY CONTROL
 LO0347  ______________________________________________________________________
 LO0347* NAD 83(1986) POSITION- 40 57 05.     (N) 111 07 34.     (W)   SCALED
 LO0347* NAVD 88 ORTHO HEIGHT -  2040.796 (meters)     6695.51  (feet) ADJUSTED
 LO0347  ______________________________________________________________________
 LO0347  GEOID HEIGHT    -        -14.911 (meters)                     GEOID18
 LO0347  DYNAMIC HEIGHT  -       2038.854 (meters)     6689.14  (feet) COMP
 LO0347  MODELED GRAVITY -    979,600.4   (mgal)                       NAVD 88
 LO0347
 LO0347  VERT ORDER      -  SECOND    CLASS 0
 LO0347
 LO0347.The horizontal coordinates were scaled from a map and have
 LO0347.an estimated accuracy of +/- 6 seconds.
 LO0347
 LO0347.The orthometric height was determined by differential leveling and
 LO0347.adjusted by the NATIONAL GEODETIC SURVEY
 LO0347.in June 1991.
 LO0347
 LO0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0347.GEOID18 height accuracy estimate available here.
 LO0347
 LO0347.Click photographs - Photos may exist for this station.
 LO0347
 LO0347.The dynamic height is computed by dividing the NAVD 88
 LO0347.geopotential number by the normal gravity value computed on the
 LO0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0347.degrees latitude (g = 980.6199 gals.).
 LO0347
 LO0347.The modeled gravity was interpolated from observed gravity values.
 LO0347
 LO0347;                    North         East    Units  Estimated Accuracy
 LO0347;SPC UT N     - 1,068,700.      531,480.      MT  (+/- 180 meters Scaled)
 LO0347
 LO0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL893333(NAD 83)
 LO0347
 LO0347                          SUPERSEDED SURVEY CONTROL
 LO0347
 LO0347  NGVD 29 (??/??/92) 2039.408  (m)         6690.96   (f) ADJ UNCH    2 0
 LO0347
 LO0347.Superseded values are not recommended for survey control.
 LO0347
 LO0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0347.See file dsdata.pdf to determine how the superseded data were derived.
 LO0347
 LO0347_MARKER: DB = BENCH MARK DISK
 LO0347_SETTING: 80 = SET IN A BOULDER
 LO0347_STAMPING: Y 161 1962
 LO0347_MARK LOGO: CGS
 LO0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0347+STABILITY: SURFACE MOTION
 LO0347
 LO0347  HISTORY     - Date     Condition        Report By
 LO0347  HISTORY     - 1962     MONUMENTED       CGS
 LO0347  HISTORY     - 20120424 MARK NOT FOUND   GEOCAC
 LO0347
 LO0347                          STATION DESCRIPTION
 LO0347
 LO0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LO0347'17.5 MI E FROM COALVILLE.
 LO0347'17.5 MILES EAST ALONG STATE HIGHWAY 133 FROM THE COURT HOUSE AT
 LO0347'COALVILLE, IN THE TOP OF A 3- BY 3-FOOT BOULDER WHICH PROJECTS ABOUT 1
 LO0347'1/2 FEET ABOVE THE GROUND, 15 FEET EAST-SOUTHEAST OF THE CENTER LINE
 LO0347'OF THE HIGHWAY, 2.4 FEET SOUTH-SOUTHEAST OF A WITNESS POST, AND ABOUT
 LO0347'1 FOOT HIGHER THAN THE HIGHWAY.
 LO0347
 LO0347                          STATION RECOVERY (2012)
 LO0347
 LO0347'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 LO0347'THE BOULDER ON WHICH THE DISK WAS MOUNTED HAS BEEN REMOVED ALONG WITH
 LO0347'A SUBSTANTIAL PORTION OF THE EMBANKMENT THAT BORDERED THE HIGHWAY. THE
 LO0347'EMBANKMENT IS NOW A SIGNIFICANT DISTANCE AWAY FROM THE EDGE OF THE
 LO0347'PAVED SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0579 ***********************************************************************
 HN0579  DESIGNATION -  Y 162
 HN0579  PID         -  HN0579
 HN0579  STATE/COUNTY-  UT/GARFIELD
 HN0579  COUNTRY     -  US
 HN0579  USGS QUAD   -  WIDE HOLLOW RESERVOIR (2017)
 HN0579
 HN0579                         *CURRENT SURVEY CONTROL
 HN0579  ______________________________________________________________________
 HN0579* NAD 83(1986) POSITION- 37 51 44.     (N) 111 38 21.     (W)   SCALED
 HN0579* NAVD 88 ORTHO HEIGHT -  1964.910 (meters)     6446.54  (feet) ADJUSTED
 HN0579  ______________________________________________________________________
 HN0579  GEOID HEIGHT    -        -19.302 (meters)                     GEOID18
 HN0579  DYNAMIC HEIGHT  -       1962.589 (meters)     6438.93  (feet) COMP
 HN0579  MODELED GRAVITY -    979,378.3   (mgal)                       NAVD 88
 HN0579
 HN0579  VERT ORDER      -  SECOND    CLASS 0
 HN0579
 HN0579.The horizontal coordinates were scaled from a map and have
 HN0579.an estimated accuracy of +/- 6 seconds.
 HN0579
 HN0579.The orthometric height was determined by differential leveling and
 HN0579.adjusted by the NATIONAL GEODETIC SURVEY
 HN0579.in June 1991.
 HN0579
 HN0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0579.GEOID18 height accuracy estimate available here.
 HN0579
 HN0579.Click photographs - Photos may exist for this station.
 HN0579
 HN0579.The dynamic height is computed by dividing the NAVD 88
 HN0579.geopotential number by the normal gravity value computed on the
 HN0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0579.degrees latitude (g = 980.6199 gals.).
 HN0579
 HN0579.The modeled gravity was interpolated from observed gravity values.
 HN0579
 HN0579;                    North         East    Units  Estimated Accuracy
 HN0579;SPC UT S     - 3,132,700.      487,750.      MT  (+/- 180 meters Scaled)
 HN0579
 HN0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG437907(NAD 83)
 HN0579
 HN0579                          SUPERSEDED SURVEY CONTROL
 HN0579
 HN0579  NGVD 29 (??/??/92) 1963.660  (m)         6442.44   (f) ADJ UNCH    2 0
 HN0579
 HN0579.Superseded values are not recommended for survey control.
 HN0579
 HN0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0579.See file dsdata.pdf to determine how the superseded data were derived.
 HN0579
 HN0579_MARKER: DB = BENCH MARK DISK
 HN0579_SETTING: 80 = SET IN A BOULDER
 HN0579_STAMPING: Y 162 1962
 HN0579_MARK LOGO: CGS
 HN0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0579+STABILITY: SURFACE MOTION
 HN0579
 HN0579  HISTORY     - Date     Condition        Report By
 HN0579  HISTORY     - 1962     MONUMENTED       CGS
 HN0579  HISTORY     - 1963     GOOD             CGS
 HN0579
 HN0579                          STATION DESCRIPTION
 HN0579
 HN0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0579'7.55 MI N FROM ESCALANTE.
 HN0579'7.55 MILES NORTH ALONG A DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 HN0579'ESCALANTE, 0.05 MILE NORTHWEST OF THE CENTER OF A SHARP CURVE, IN THE
 HN0579'TOP OF A SMALL OUTCROPPING BOULDER WHICH PROJECTS ABOUT 1/2 FOOT ABOVE
 HN0579'THE GROUND, 68 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 50 FEET
 HN0579'WEST OF THE CENTER OF THE JUNCTION OF A TRACK ROAD NORTH, 3.1 FEET
 HN0579'WEST OF A WITNESS POST, AND ABOUT 10 FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0645 ***********************************************************************
 HN0645  DESIGNATION -  Y 163
 HN0645  PID         -  HN0645
 HN0645  STATE/COUNTY-  UT/GARFIELD
 HN0645  COUNTRY     -  US
 HN0645  USGS QUAD   -  UPPER VALLEY (2017)
 HN0645
 HN0645                         *CURRENT SURVEY CONTROL
 HN0645  ______________________________________________________________________
 HN0645* NAD 83(1986) POSITION- 37 43 50.     (N) 111 45 36.     (W)   SCALED
 HN0645* NAVD 88 ORTHO HEIGHT -  2025.580 (meters)     6645.59  (feet) ADJUSTED
 HN0645  ______________________________________________________________________
 HN0645  GEOID HEIGHT    -        -19.838 (meters)                     GEOID18
 HN0645  DYNAMIC HEIGHT  -       2023.130 (meters)     6637.55  (feet) COMP
 HN0645  MODELED GRAVITY -    979,348.1   (mgal)                       NAVD 88
 HN0645
 HN0645  VERT ORDER      -  SECOND    CLASS 0
 HN0645
 HN0645.The horizontal coordinates were scaled from a map and have
 HN0645.an estimated accuracy of +/- 6 seconds.
 HN0645
 HN0645.The orthometric height was determined by differential leveling and
 HN0645.adjusted by the NATIONAL GEODETIC SURVEY
 HN0645.in June 1991.
 HN0645
 HN0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0645.GEOID18 height accuracy estimate available here.
 HN0645
 HN0645.Click photographs - Photos may exist for this station.
 HN0645
 HN0645.The dynamic height is computed by dividing the NAVD 88
 HN0645.geopotential number by the normal gravity value computed on the
 HN0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0645.degrees latitude (g = 980.6199 gals.).
 HN0645
 HN0645.The modeled gravity was interpolated from observed gravity values.
 HN0645
 HN0645;                    North         East    Units  Estimated Accuracy
 HN0645;SPC UT S     - 3,118,110.      477,080.      MT  (+/- 180 meters Scaled)
 HN0645
 HN0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG330761(NAD 83)
 HN0645
 HN0645                          SUPERSEDED SURVEY CONTROL
 HN0645
 HN0645  NGVD 29 (??/??/92) 2024.275  (m)         6641.31   (f) ADJ UNCH    2 0
 HN0645
 HN0645.Superseded values are not recommended for survey control.
 HN0645
 HN0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0645.See file dsdata.pdf to determine how the superseded data were derived.
 HN0645
 HN0645_MARKER: DB = BENCH MARK DISK
 HN0645_SETTING: 66 = SET IN ROCK OUTCROP
 HN0645_STAMPING: Y 163 1963
 HN0645_MARK LOGO: CGS
 HN0645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0645+STABILITY: POSITION/ELEVATION WELL
 HN0645
 HN0645  HISTORY     - Date     Condition        Report By
 HN0645  HISTORY     - 1963     MONUMENTED       CGS
 HN0645
 HN0645                          STATION DESCRIPTION
 HN0645
 HN0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0645'10.2 MI SW FROM ESCALANTE.
 HN0645'10.2 MILES SOUTHWEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD
 HN0645'CHURCH AT ESCALANTE, AT THE SOUTHWEST END OF A CUT, IN THE TOP OF A 4-
 HN0645'BY 8-FOOT SANDSTONE OUTCROP WHICH PROJECTS 1/2 FOOT ABOVE THE GROUND,
 HN0645'97 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 54 FEET
 HN0645'WEST-SOUTHWEST OF A 24-INCH CEDAR TREE, 29 FEET NORTHWEST OF A WITNESS
 HN0645'POST, AND ABOUT 7 FEET HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN1015 ***********************************************************************
 HN1015  DESIGNATION -  Y 164 RESET
 HN1015  PID         -  HN1015
 HN1015  STATE/COUNTY-  UT/GARFIELD
 HN1015  COUNTRY     -  US
 HN1015  USGS QUAD   -  HENRIEVILLE (2017)
 HN1015
 HN1015                         *CURRENT SURVEY CONTROL
 HN1015  ______________________________________________________________________
 HN1015* NAD 83(1986) POSITION- 37 34 06.     (N) 111 59 23.     (W)   SCALED
 HN1015* NAVD 88 ORTHO HEIGHT -  1845.68  (meters)     6055.4   (feet) RESET
 HN1015  ______________________________________________________________________
 HN1015  GEOID HEIGHT    -        -20.510 (meters)                     GEOID18
 HN1015  VERT ORDER      -  THIRD
 HN1015
 HN1015.The horizontal coordinates were scaled from a map and have
 HN1015.an estimated accuracy of +/- 6 seconds.
 HN1015
 HN1015.The orthometric height was computed from unverified reset data.
 HN1015
 HN1015.No vertical observational check was made to the station.
 HN1015
 HN1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN1015.GEOID18 height accuracy estimate available here.
 HN1015
 HN1015.Click photographs - Photos may exist for this station.
 HN1015
 HN1015;                    North         East    Units  Estimated Accuracy
 HN1015;SPC UT S     - 3,100,180.      456,740.      MT  (+/- 180 meters Scaled)
 HN1015
 HN1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG125583(NAD 83)
 HN1015
 HN1015                          SUPERSEDED SURVEY CONTROL
 HN1015
 HN1015  NGVD 29 (07/25/12) 1844.42   (m)         6051.2    (f) RESET       3  
 HN1015
 HN1015.Superseded values are not recommended for survey control.
 HN1015
 HN1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN1015.See file dsdata.pdf to determine how the superseded data were derived.
 HN1015
 HN1015_MARKER: DV = VERTICAL CONTROL DISK
 HN1015_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HN1015_SP_SET: PIPE CULVERT
 HN1015_STAMPING: Y 164 RESET 1985
 HN1015_MARK LOGO: NGS
 HN1015_MAGNETIC: N = NO MAGNETIC MATERIAL
 HN1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN1015+STABILITY: SURFACE MOTION
 HN1015
 HN1015  HISTORY     - Date     Condition        Report By
 HN1015  HISTORY     - 1985     MONUMENTED       UTDH
 HN1015
 HN1015                          STATION DESCRIPTION
 HN1015
 HN1015'DESCRIBED BY UTAH STATE DEPARTMENT OF HIGHWAYS 1985
 HN1015'8.6 MILES (13.8 KM) SOUTHEAST ALONG STATE HIGHWAY 54 FROM LDS CHURCH
 HN1015'IN TROPIC, 79.80 FEET (24.32 M) FROM THE CENTERLINE OF HIGHWAY 54,
 HN1015'SET IN MONUMENT, 75 FEET (22.9 M) EAST OF STATION 1477+00 IN A 48
 HN1015'INCH PIPE CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0604 ***********************************************************************
 HN0604  DESIGNATION -  Y 165
 HN0604  PID         -  HN0604
 HN0604  STATE/COUNTY-  UT/GARFIELD
 HN0604  COUNTRY     -  US
 HN0604  USGS QUAD   -  SWEETWATER CREEK (2017)
 HN0604
 HN0604                         *CURRENT SURVEY CONTROL
 HN0604  ______________________________________________________________________
 HN0604* NAD 83(1986) POSITION- 37 49 38.     (N) 111 53 34.     (W)   SCALED
 HN0604* NAVD 88 ORTHO HEIGHT -  2737.532 (meters)     8981.39  (feet) ADJUSTED
 HN0604  ______________________________________________________________________
 HN0604  GEOID HEIGHT    -        -19.180 (meters)                     GEOID18
 HN0604  DYNAMIC HEIGHT  -       2733.902 (meters)     8969.48  (feet) COMP
 HN0604  MODELED GRAVITY -    979,203.4   (mgal)                       NAVD 88
 HN0604
 HN0604  VERT ORDER      -  SECOND    CLASS 0
 HN0604
 HN0604.The horizontal coordinates were scaled from a map and have
 HN0604.an estimated accuracy of +/- 6 seconds.
 HN0604
 HN0604.The orthometric height was determined by differential leveling and
 HN0604.adjusted by the NATIONAL GEODETIC SURVEY
 HN0604.in June 1991.
 HN0604
 HN0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0604.GEOID18 height accuracy estimate available here.
 HN0604
 HN0604.Click photographs - Photos may exist for this station.
 HN0604
 HN0604.The dynamic height is computed by dividing the NAVD 88
 HN0604.geopotential number by the normal gravity value computed on the
 HN0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0604.degrees latitude (g = 980.6199 gals.).
 HN0604
 HN0604.The modeled gravity was interpolated from observed gravity values.
 HN0604
 HN0604;                    North         East    Units  Estimated Accuracy
 HN0604;SPC UT S     - 3,128,880.      465,420.      MT  (+/- 180 meters Scaled)
 HN0604
 HN0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG214870(NAD 83)
 HN0604
 HN0604                          SUPERSEDED SURVEY CONTROL
 HN0604
 HN0604  NGVD 29 (??/??/92) 2735.989  (m)         8976.32   (f) ADJ UNCH    2 0
 HN0604
 HN0604.Superseded values are not recommended for survey control.
 HN0604
 HN0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0604.See file dsdata.pdf to determine how the superseded data were derived.
 HN0604
 HN0604_MARKER: DB = BENCH MARK DISK
 HN0604_SETTING: 66 = SET IN ROCK OUTCROP
 HN0604_STAMPING: Y 165 1963
 HN0604_MARK LOGO: CGS
 HN0604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HN0604+STABILITY: POSITION/ELEVATION WELL
 HN0604
 HN0604  HISTORY     - Date     Condition        Report By
 HN0604  HISTORY     - 1963     MONUMENTED       CGS
 HN0604
 HN0604                          STATION DESCRIPTION
 HN0604
 HN0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0604'20.5 MI NW FROM ESCALANTE.
 HN0604'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HN0604'AT ESCALANTE, THENCE 15.65 MILES NORTHWEST ALONG A DIRT ROAD, IN THE
 HN0604'TOP OF A 3- BY 3-FOOT OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE
 HN0604'GROUND, ABOUT 83 YARDS EAST OF THE CENTER OF A SHARP SWITCHBACK, ABOUT
 HN0604'90 FEET (SLOPE MEASUREMENT) SOUTH OF THE CENTER LINE OF THE UPPER
 HN0604'ROAD, 42 FEET (SLOPE MEASUREMENT) NORTH OF THE CENTER LINE OF THE
 HN0604'LOWER ROAD, 75 FEET EAST OF A 16-INCH PINE TREE BEARING CURVE SIGN,
 HN0604'3.0 FEET NORTH OF A WITNESS POST, ABOUT 15 FEET HIGHER THAN THE LOWER
 HN0604'ROAD, AND ABOUT 20 FEET LOWER THAN THE UPPER ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0212 ***********************************************************************
 JN0212  DESIGNATION -  Y 166
 JN0212  PID         -  JN0212
 JN0212  STATE/COUNTY-  UT/GARFIELD
 JN0212  COUNTRY     -  US
 JN0212  USGS QUAD   -  BIG LAKE (2017)
 JN0212
 JN0212                         *CURRENT SURVEY CONTROL
 JN0212  ______________________________________________________________________
 JN0212* NAD 83(1986) POSITION- 38 07 08.     (N) 111 41 23.     (W)   SCALED
 JN0212* NAVD 88 ORTHO HEIGHT -  2935.181 (meters)     9629.84  (feet) ADJUSTED
 JN0212  ______________________________________________________________________
 JN0212  GEOID HEIGHT    -        -17.849 (meters)                     GEOID18
 JN0212  DYNAMIC HEIGHT  -       2931.283 (meters)     9617.05  (feet) COMP
 JN0212  MODELED GRAVITY -    979,193.1   (mgal)                       NAVD 88
 JN0212
 JN0212  VERT ORDER      -  SECOND    CLASS 0
 JN0212
 JN0212.The horizontal coordinates were scaled from a map and have
 JN0212.an estimated accuracy of +/- 6 seconds.
 JN0212
 JN0212.The orthometric height was determined by differential leveling and
 JN0212.adjusted by the NATIONAL GEODETIC SURVEY
 JN0212.in June 1991.
 JN0212
 JN0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0212.GEOID18 height accuracy estimate available here.
 JN0212
 JN0212.Click photographs - Photos may exist for this station.
 JN0212
 JN0212.The dynamic height is computed by dividing the NAVD 88
 JN0212.geopotential number by the normal gravity value computed on the
 JN0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0212.degrees latitude (g = 980.6199 gals.).
 JN0212
 JN0212.The modeled gravity was interpolated from observed gravity values.
 JN0212
 JN0212;                    North         East    Units  Estimated Accuracy
 JN0212;SPC UT S     - 3,161,190.      483,360.      MT  (+/- 180 meters Scaled)
 JN0212
 JN0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH395192(NAD 83)
 JN0212
 JN0212                          SUPERSEDED SURVEY CONTROL
 JN0212
 JN0212  NGVD 29 (??/??/92) 2933.627  (m)         9624.74   (f) ADJ UNCH    2 0
 JN0212
 JN0212.Superseded values are not recommended for survey control.
 JN0212
 JN0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0212.See file dsdata.pdf to determine how the superseded data were derived.
 JN0212
 JN0212_MARKER: DB = BENCH MARK DISK
 JN0212_SETTING: 80 = SET IN A BOULDER
 JN0212_STAMPING: Y 166 1963
 JN0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0212+STABILITY: SURFACE MOTION
 JN0212
 JN0212  HISTORY     - Date     Condition        Report By
 JN0212  HISTORY     - 1963     MONUMENTED       CGS
 JN0212
 JN0212                          STATION DESCRIPTION
 JN0212
 JN0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0212'22.25 MI S FROM LOA.
 JN0212'22.25 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0212'24 AT LOA, 0.2 MILE SOUTHEAST OF THE JUNCTION OF A TRACK ROAD
 JN0212'SOUTHWEST AND A DOG LAKE SIGN, ABOUT 300 YARDS SOUTH OF THE NORTH EDGE
 JN0212'OF AN ASPEN GROVE, IN THE TOP OF A 4- BY 4-FOOT BOULDER WHICH PROJECTS
 JN0212'ABOUT 1/2 FOOT ABOVE THE GROUND, 66 FEET EAST OF THE CENTER LINE OF
 JN0212'THE ROAD, 3.5 FEET EAST OF A WITNESS POST, AND ABOUT 2 1/2 FEET HIGHER
 JN0212'THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0233 ***********************************************************************
 JN0233  DESIGNATION -  Y 167
 JN0233  PID         -  JN0233
 JN0233  STATE/COUNTY-  UT/WAYNE
 JN0233  COUNTRY     -  US
 JN0233  USGS QUAD   -  MORONI PEAK (2017)
 JN0233
 JN0233                         *CURRENT SURVEY CONTROL
 JN0233  ______________________________________________________________________
 JN0233* NAD 83(1986) POSITION- 38 20 13.     (N) 111 37 32.     (W)   SCALED
 JN0233* NAVD 88 ORTHO HEIGHT -  2245.159 (meters)     7365.99  (feet) ADJUSTED
 JN0233  ______________________________________________________________________
 JN0233  GEOID HEIGHT    -        -17.809 (meters)                     GEOID18
 JN0233  DYNAMIC HEIGHT  -       2242.518 (meters)     7357.33  (feet) COMP
 JN0233  MODELED GRAVITY -    979,371.5   (mgal)                       NAVD 88
 JN0233
 JN0233  VERT ORDER      -  SECOND    CLASS 0
 JN0233
 JN0233.The horizontal coordinates were scaled from a map and have
 JN0233.an estimated accuracy of +/- 6 seconds.
 JN0233
 JN0233.The orthometric height was determined by differential leveling and
 JN0233.adjusted by the NATIONAL GEODETIC SURVEY
 JN0233.in June 1991.
 JN0233
 JN0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0233.GEOID18 height accuracy estimate available here.
 JN0233
 JN0233.Click photographs - Photos may exist for this station.
 JN0233
 JN0233.The dynamic height is computed by dividing the NAVD 88
 JN0233.geopotential number by the normal gravity value computed on the
 JN0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0233.degrees latitude (g = 980.6199 gals.).
 JN0233
 JN0233.The modeled gravity was interpolated from observed gravity values.
 JN0233
 JN0233;                    North         East    Units  Estimated Accuracy
 JN0233;SPC UT S     - 3,185,390.      489,020.      MT  (+/- 180 meters Scaled)
 JN0233
 JN0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH453433(NAD 83)
 JN0233
 JN0233                          SUPERSEDED SURVEY CONTROL
 JN0233
 JN0233  NGVD 29 (??/??/92) 2243.838  (m)         7361.66   (f) ADJ UNCH    2 0
 JN0233
 JN0233.Superseded values are not recommended for survey control.
 JN0233
 JN0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0233.See file dsdata.pdf to determine how the superseded data were derived.
 JN0233
 JN0233_MARKER: DB = BENCH MARK DISK
 JN0233_SETTING: 66 = SET IN ROCK OUTCROP
 JN0233_STAMPING: Y 167 1963
 JN0233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JN0233+STABILITY: POSITION/ELEVATION WELL
 JN0233
 JN0233  HISTORY     - Date     Condition        Report By
 JN0233  HISTORY     - 1963     MONUMENTED       CGS
 JN0233
 JN0233                          STATION DESCRIPTION
 JN0233
 JN0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0233'4.6 MI S FROM LOA.
 JN0233'4.6 MILES SOUTH ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGHWAY
 JN0233'24 AT LOA, ON THE WEST RIM OF A SHALLOW WIDE RAVINE, IN THE TOP OF A
 JN0233'15- BY 30-FOOT OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND,
 JN0233'84 FEET EAST OF THE CENTER LINE OF THE ROAD, 12.0 FEET NORTHEAST OF A
 JN0233'WITNESS POST, AND ABOUT 3 FEET LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0489 ***********************************************************************
 HN0489  DESIGNATION -  Y 168
 HN0489  PID         -  HN0489
 HN0489  STATE/COUNTY-  UT/KANE
 HN0489  COUNTRY     -  US
 HN0489  USGS QUAD   -  BIG HOLLOW WASH (2017)
 HN0489
 HN0489                         *CURRENT SURVEY CONTROL
 HN0489  ______________________________________________________________________
 HN0489* NAD 83(1986) POSITION- 37 27 07.     (N) 111 11 57.     (W)   SCALED
 HN0489* NAVD 88 ORTHO HEIGHT -  1452.934 (meters)     4766.83  (feet) ADJUSTED
 HN0489  ______________________________________________________________________
 HN0489  GEOID HEIGHT    -        -21.989 (meters)                     GEOID18
 HN0489  DYNAMIC HEIGHT  -       1451.311 (meters)     4761.51  (feet) COMP
 HN0489  MODELED GRAVITY -    979,462.7   (mgal)                       NAVD 88
 HN0489
 HN0489  VERT ORDER      -  SECOND    CLASS 0
 HN0489
 HN0489.The horizontal coordinates were scaled from a map and have
 HN0489.an estimated accuracy of +/- 6 seconds.
 HN0489
 HN0489.The orthometric height was determined by differential leveling and
 HN0489.adjusted by the NATIONAL GEODETIC SURVEY
 HN0489.in June 1991.
 HN0489
 HN0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0489.GEOID18 height accuracy estimate available here.
 HN0489
 HN0489.Click photographs - Photos may exist for this station.
 HN0489
 HN0489.The dynamic height is computed by dividing the NAVD 88
 HN0489.geopotential number by the normal gravity value computed on the
 HN0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0489.degrees latitude (g = 980.6199 gals.).
 HN0489
 HN0489.The modeled gravity was interpolated from observed gravity values.
 HN0489
 HN0489;                    North         East    Units  Estimated Accuracy
 HN0489;SPC UT S     - 3,087,200.      526,620.      MT  (+/- 180 meters Scaled)
 HN0489
 HN0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG823450(NAD 83)
 HN0489
 HN0489                          SUPERSEDED SURVEY CONTROL
 HN0489
 HN0489  NGVD 29 (??/??/92) 1451.905  (m)         4763.46   (f) ADJ UNCH    2 0
 HN0489
 HN0489.Superseded values are not recommended for survey control.
 HN0489
 HN0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0489.See file dsdata.pdf to determine how the superseded data were derived.
 HN0489
 HN0489_MARKER: DB = BENCH MARK DISK
 HN0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0489_STAMPING: Y 168 1963
 HN0489_MARK LOGO: CGS
 HN0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0489+STABILITY: SURFACE MOTION
 HN0489
 HN0489  HISTORY     - Date     Condition        Report By
 HN0489  HISTORY     - 1963     MONUMENTED       CGS
 HN0489
 HN0489                          STATION DESCRIPTION
 HN0489
 HN0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HN0489'32.25 MI SE FROM ESCALANTE.
 HN0489'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 54 FROM THE ELEMENTARY SCHOOL
 HN0489'AT ESCALANTE, THENCE 27.25 MILES SOUTHEAST ALONG A DIRT ROAD, 0.1 MILE
 HN0489'NORTHWEST OF THE CENTER OF A CURVE, 31 FEET SOUTHWEST OF THE CENTER
 HN0489'LINE OF ROAD, 2.2 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT
 HN0489'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HN0489'0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0003 ***********************************************************************
 MS0003  DESIGNATION -  Y 169
 MS0003  PID         -  MS0003
 MS0003  STATE/COUNTY-  UT/CACHE
 MS0003  COUNTRY     -  US
 MS0003  USGS QUAD   -  CUTLER DAM (2017)
 MS0003
 MS0003                         *CURRENT SURVEY CONTROL
 MS0003  ______________________________________________________________________
 MS0003* NAD 83(1986) POSITION- 41 50 57.1    (N) 112 00 53.2    (W)   HD_HELD2
 MS0003* NAVD 88 ORTHO HEIGHT -  1364.235 (meters)     4475.83  (feet) ADJUSTED
 MS0003  ______________________________________________________________________
 MS0003  GEOID HEIGHT    -        -15.287 (meters)                     GEOID18
 MS0003  DYNAMIC HEIGHT  -       1363.293 (meters)     4472.74  (feet) COMP
 MS0003  MODELED GRAVITY -    979,884.8   (mgal)                       NAVD 88
 MS0003
 MS0003  VERT ORDER      -  FIRST     CLASS I
 MS0003
 MS0003.The horizontal coordinates were established by autonomous hand held GPS
 MS0003.observations and have an estimated accuracy of +/- 10 meters.
 MS0003
 MS0003.The orthometric height was determined by differential leveling and
 MS0003.adjusted by the NATIONAL GEODETIC SURVEY
 MS0003.in June 1991.
 MS0003
 MS0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0003.GEOID18 height accuracy estimate available here.
 MS0003
 MS0003.Click photographs - Photos may exist for this station.
 MS0003
 MS0003.The dynamic height is computed by dividing the NAVD 88
 MS0003.geopotential number by the normal gravity value computed on the
 MS0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0003.degrees latitude (g = 980.6199 gals.).
 MS0003
 MS0003.The modeled gravity was interpolated from observed gravity values.
 MS0003
 MS0003;                    North         East    Units  Estimated Accuracy
 MS0003;SPC UT N     - 1,168,470.      457,249.      MT  (+/- 10 meters HH2 GPS)
 MS0003
 MS0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM1575933530(NAD 83)
 MS0003
 MS0003                          SUPERSEDED SURVEY CONTROL
 MS0003
 MS0003  NGVD 29 (??/??/92) 1363.212  (m)         4472.47   (f) ADJ UNCH    1 1
 MS0003
 MS0003.Superseded values are not recommended for survey control.
 MS0003
 MS0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0003.See file dsdata.pdf to determine how the superseded data were derived.
 MS0003
 MS0003_MARKER: DB = BENCH MARK DISK
 MS0003_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0003_SP_SET: CULVERT HEADWALL
 MS0003_STAMPING: Y 169 1967
 MS0003_MARK LOGO: CGS
 MS0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0003+STABILITY: SURFACE MOTION
 MS0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MS0003+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2010
 MS0003
 MS0003  HISTORY     - Date     Condition        Report By
 MS0003  HISTORY     - 1967     MONUMENTED       CGS
 MS0003  HISTORY     - 20101016 GOOD             GEOCAC
 MS0003
 MS0003                          STATION DESCRIPTION
 MS0003
 MS0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0003'1.15 MI NW FROM CACHE JUNCTION.
 MS0003'1.15 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MS0003'AT CACHE JUNCTION, 2 1/2 POLES WEST OF MILEPOLE 47.75, ACROSS THE
 MS0003'TRACKS FROM A SMALL TELEPHONE COMPANY BUILDING, IN THE TOP AND 0.7
 MS0003'FOOT EAST OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF 48-INCH
 MS0003'PIPE CULVERT 47.69, 19.6 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 MS0003'TRACK, AND ABOUT 11 FEET LOWER THAN THE TRACK.
 MS0003
 MS0003                          STATION RECOVERY (2010)
 MS0003
 MS0003'RECOVERY NOTE BY GEOCACHING 2010 (JWS)
 MS0003'SMALL TELEPHONE COMPANY BUILDING NO LONGER EXISTS.  MARK IS PARTIALLY
 MS0003'BURIED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0474 ***********************************************************************
 LO0474  DESIGNATION -  Y 17
 LO0474  PID         -  LO0474
 LO0474  STATE/COUNTY-  UT/UTAH
 LO0474  COUNTRY     -  US
 LO0474  USGS QUAD   -  LEHI (2017)
 LO0474
 LO0474                         *CURRENT SURVEY CONTROL
 LO0474  ______________________________________________________________________
 LO0474* NAD 83(1986) POSITION- 40 23 15.     (N) 111 51 19.     (W)   SCALED
 LO0474* NAVD 88 ORTHO HEIGHT -  1388.160 (meters)     4554.32  (feet) ADJUSTED
 LO0474  ______________________________________________________________________
 LO0474  GEOID HEIGHT    -        -17.298 (meters)                     GEOID18
 LO0474  DYNAMIC HEIGHT  -       1386.968 (meters)     4550.41  (feet) COMP
 LO0474  MODELED GRAVITY -    979,718.8   (mgal)                       NAVD 88
 LO0474
 LO0474  VERT ORDER      -  FIRST     CLASS II
 LO0474
 LO0474.The horizontal coordinates were scaled from a map and have
 LO0474.an estimated accuracy of +/- 6 seconds.
 LO0474
 LO0474.The orthometric height was determined by differential leveling and
 LO0474.adjusted by the NATIONAL GEODETIC SURVEY
 LO0474.in June 1991.
 LO0474
 LO0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0474.GEOID18 height accuracy estimate available here.
 LO0474
 LO0474.Click photographs - Photos may exist for this station.
 LO0474
 LO0474.The dynamic height is computed by dividing the NAVD 88
 LO0474.geopotential number by the normal gravity value computed on the
 LO0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0474.degrees latitude (g = 980.6199 gals.).
 LO0474
 LO0474.The modeled gravity was interpolated from observed gravity values.
 LO0474
 LO0474;                    North         East    Units  Estimated Accuracy
 LO0474;SPC UT C     - 2,228,120.      469,840.      MT  (+/- 180 meters Scaled)
 LO0474
 LO0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK274711(NAD 83)
 LO0474
 LO0474                          SUPERSEDED SURVEY CONTROL
 LO0474
 LO0474  NGVD 29 (??/??/92) 1387.159  (m)         4551.04   (f) ADJ UNCH    1 2
 LO0474
 LO0474.Superseded values are not recommended for survey control.
 LO0474
 LO0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0474.See file dsdata.pdf to determine how the superseded data were derived.
 LO0474
 LO0474_MARKER: DB = BENCH MARK DISK
 LO0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0474_STAMPING: 4551.037 Y 17 1927
 LO0474_MARK LOGO: CGS
 LO0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0474+STABILITY: SURFACE MOTION
 LO0474
 LO0474  HISTORY     - Date     Condition        Report By
 LO0474  HISTORY     - 1927     MONUMENTED       CGS
 LO0474  HISTORY     - 1934     GOOD             CGS
 LO0474
 LO0474                          STATION DESCRIPTION
 LO0474
 LO0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0474'IN LEHI.
 LO0474'AT LEHI, UTAH COUNTY, ON THE DENVER AND RIO GRANDE WESTERN RAILROAD,
 LO0474'125 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION, 35 FEET
 LO0474'WEST OF THE CENTERLINE OF THE TRACK, AT A FENCE CORNER, 2 FEET WEST OF
 LO0474'THE RIGHT-OF-WAY FENCE, AND ABOUT 5 INCHES UNDER GROUND.  A STANDARD
 LO0474'DISK, STAMPED 4551.037 Y 17 1927 AND SET IN THE TOP OF A CONCRETE
 LO0474'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0092 ***********************************************************************
 MS0092  DESIGNATION -  Y 170
 MS0092  PID         -  MS0092
 MS0092  STATE/COUNTY-  UT/BOX ELDER
 MS0092  COUNTRY     -  US
 MS0092  USGS QUAD   -  BRIGHAM CITY (2017)
 MS0092
 MS0092                         *CURRENT SURVEY CONTROL
 MS0092  ______________________________________________________________________
 MS0092* NAD 83(1986) POSITION- 41 36 38.3    (N) 112 03 43.7    (W)   HD_HELD2
 MS0092* NAVD 88 ORTHO HEIGHT -  1303.499 (meters)     4276.56  (feet) ADJUSTED
 MS0092  ______________________________________________________________________
 MS0092  GEOID HEIGHT    -        -15.889 (meters)                     GEOID18
 MS0092  DYNAMIC HEIGHT  -       1302.584 (meters)     4273.56  (feet) COMP
 MS0092  MODELED GRAVITY -    979,875.9   (mgal)                       NAVD 88
 MS0092  OBS GRAVITY     -    979,876.4   (mgal)                       GRAV_OBS
 MS0092
 MS0092  VERT ORDER      -  FIRST     CLASS I
 MS0092
 MS0092.The horizontal coordinates were established by autonomous hand held GPS
 MS0092.observations and have an estimated accuracy of +/- 10 meters.
 MS0092
 MS0092.The orthometric height was determined by differential leveling and
 MS0092.adjusted by the NATIONAL GEODETIC SURVEY
 MS0092.in June 1991.
 MS0092
 MS0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0092.GEOID18 height accuracy estimate available here.
 MS0092
 MS0092.Click photographs - Photos may exist for this station.
 MS0092
 MS0092.The dynamic height is computed by dividing the NAVD 88
 MS0092.geopotential number by the normal gravity value computed on the
 MS0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0092.degrees latitude (g = 980.6199 gals.).
 MS0092
 MS0092.The modeled gravity was interpolated from observed gravity values.
 MS0092
 MS0092.The observed gravity was obtained from relative gravimeter ties
 MS0092.to the IGSN71 gravity network.
 MS0092
 MS0092;                    North         East    Units  Estimated Accuracy
 MS0092;SPC UT N     - 1,141,999.      453,145.      MT  (+/- 10 meters HH2 GPS)
 MS0092
 MS0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM1150107092(NAD 83)
 MS0092
 MS0092                          SUPERSEDED SURVEY CONTROL
 MS0092
 MS0092  NGVD 29 (??/??/92) 1302.501  (m)         4273.29   (f) ADJ UNCH    1 1
 MS0092
 MS0092.Superseded values are not recommended for survey control.
 MS0092
 MS0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0092.See file dsdata.pdf to determine how the superseded data were derived.
 MS0092
 MS0092_MARKER: DB = BENCH MARK DISK
 MS0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0092_STAMPING: Y 170 1967
 MS0092_MARK LOGO: CGS
 MS0092_PROJECTION: PROJECTING 12 CENTIMETERS
 MS0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0092+STABILITY: SURFACE MOTION
 MS0092
 MS0092  HISTORY     - Date     Condition        Report By
 MS0092  HISTORY     - 1967     MONUMENTED       CGS
 MS0092
 MS0092                          STATION DESCRIPTION
 MS0092
 MS0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MS0092'2.05 MI SE FROM HONEYVILLE.
 MS0092'2.05 MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM THE LATTER-DAY SAINTS
 MS0092'CHURCH AT HONEYVILLE, 0.3 MILE SOUTHEAST OF THE JUNCTION OF A ROAD
 MS0092'SOUTHWEST, AT THE JUNCTION OF A ROAD NORTHEAST TO HARPER WARD
 MS0092'CEMETERY, ACROSS THE HIGHWAY FROM A BRICK HOUSE, 35 FEET NORTHEAST OF
 MS0092'THE CENTER LINE OF THE HIGHWAY, 11 FEET NORTHWEST OF THE CENTER LINE
 MS0092'OF THE ROAD, 4 FEET NORTHWEST OF THE NORTHWEST END OF A GATE, 4 FEET
 MS0092'NORTHEAST OF A TELEPHONE POLE, 1.0 FOOT SOUTHWEST OF A FENCE, 1.7 FEET
 MS0092'NORTHWEST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY,
 MS0092'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 MS0092'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0541 ***********************************************************************
 LO0541  DESIGNATION -  Y 172
 LO0541  PID         -  LO0541
 LO0541  STATE/COUNTY-  UT/DAVIS
 LO0541  COUNTRY     -  US
 LO0541  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0541
 LO0541                         *CURRENT SURVEY CONTROL
 LO0541  ______________________________________________________________________
 LO0541* NAD 83(1986) POSITION- 40 51 24.     (N) 111 54 43.     (W)   SCALED
 LO0541* NAVD 88 ORTHO HEIGHT -  1304.574 (meters)     4280.09  (feet) ADJUSTED
 LO0541  ______________________________________________________________________
 LO0541  GEOID HEIGHT    -        -16.740 (meters)                     GEOID18
 LO0541  DYNAMIC HEIGHT  -       1303.558 (meters)     4276.76  (feet) COMP
 LO0541  MODELED GRAVITY -    979,801.2   (mgal)                       NAVD 88
 LO0541
 LO0541  VERT ORDER      -  FIRST     CLASS I
 LO0541
 LO0541.The horizontal coordinates were scaled from a map and have
 LO0541.an estimated accuracy of +/- 6 seconds.
 LO0541
 LO0541.The orthometric height was determined by differential leveling and
 LO0541.adjusted by the NATIONAL GEODETIC SURVEY
 LO0541.in June 1991.
 LO0541
 LO0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0541.GEOID18 height accuracy estimate available here.
 LO0541
 LO0541.Click photographs - Photos may exist for this station.
 LO0541
 LO0541.The dynamic height is computed by dividing the NAVD 88
 LO0541.geopotential number by the normal gravity value computed on the
 LO0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0541.degrees latitude (g = 980.6199 gals.).
 LO0541
 LO0541.The modeled gravity was interpolated from observed gravity values.
 LO0541
 LO0541;                    North         East    Units  Estimated Accuracy
 LO0541;SPC UT N     - 1,058,200.      465,270.      MT  (+/- 180 meters Scaled)
 LO0541
 LO0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL231232(NAD 83)
 LO0541
 LO0541                          SUPERSEDED SURVEY CONTROL
 LO0541
 LO0541  NGVD 29 (??/??/92) 1303.627  (m)         4276.98   (f) ADJ UNCH    1 1
 LO0541
 LO0541.Superseded values are not recommended for survey control.
 LO0541
 LO0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0541.See file dsdata.pdf to determine how the superseded data were derived.
 LO0541
 LO0541_MARKER: DB = BENCH MARK DISK
 LO0541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0541_SP_SET: CONCRETE BASE
 LO0541_STAMPING: Y 172 1967
 LO0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0541
 LO0541  HISTORY     - Date     Condition        Report By
 LO0541  HISTORY     - 1967     MONUMENTED       CGS
 LO0541
 LO0541                          STATION DESCRIPTION
 LO0541
 LO0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LO0541'2.0 MI S FROM WOODS CROSS.
 LO0541'2.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LO0541'WOODS CROSS, 2 1/2 POLES SOUTH AND ACROSS THE TRACK FROM MILEPOLE 30,
 LO0541'AT THE CROSSING OF 1100 WEST STREET, IN THE TOP OF THE EAST SIDE OF
 LO0541'THE CONCRETE BASE OF THE NORTHEAST STEEL LEG OF TOWER 312 OF A POWER
 LO0541'TRANSMISSION LINE, 52.6 FEET WEST OF THE WEST RAIL OF THE WEST TRACK,
 LO0541'69 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY WEST TO A BRICK HOUSE,
 LO0541'33 FEET WEST OF THE CENTER LINE OF THE STREET, AND ABOUT 1 FOOT LOWER
 LO0541'THAN THE TRACK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0236 ***********************************************************************
 LP0236  DESIGNATION -  Y 173
 LP0236  PID         -  LP0236
 LP0236  STATE/COUNTY-  UT/TOOELE
 LP0236  COUNTRY     -  US
 LP0236  USGS QUAD   -  MILLS JUNCTION (2017)
 LP0236
 LP0236                         *CURRENT SURVEY CONTROL
 LP0236  ______________________________________________________________________
 LP0236* NAD 83(1986) POSITION- 40 41 35.     (N) 112 15 09.     (W)   SCALED
 LP0236* NAVD 88 ORTHO HEIGHT -  1319.939 (meters)     4330.50  (feet) ADJUSTED
 LP0236  ______________________________________________________________________
 LP0236  GEOID HEIGHT    -        -17.299 (meters)                     GEOID18
 LP0236  DYNAMIC HEIGHT  -       1318.922 (meters)     4327.16  (feet) COMP
 LP0236  MODELED GRAVITY -    979,808.0   (mgal)                       NAVD 88
 LP0236  OBS GRAVITY     -    979,808.1   (mgal)                       GRAV_OBS
 LP0236
 LP0236  VERT ORDER      -  FIRST     CLASS I
 LP0236
 LP0236.The horizontal coordinates were scaled from a map and have
 LP0236.an estimated accuracy of +/- 6 seconds.
 LP0236
 LP0236.The orthometric height was determined by differential leveling and
 LP0236.adjusted by the NATIONAL GEODETIC SURVEY
 LP0236.in June 1991.
 LP0236
 LP0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0236.GEOID18 height accuracy estimate available here.
 LP0236
 LP0236.Click photographs - Photos may exist for this station.
 LP0236
 LP0236.The dynamic height is computed by dividing the NAVD 88
 LP0236.geopotential number by the normal gravity value computed on the
 LP0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0236.degrees latitude (g = 980.6199 gals.).
 LP0236
 LP0236.The modeled gravity was interpolated from observed gravity values.
 LP0236
 LP0236.The observed gravity was obtained from relative gravimeter ties
 LP0236.to the IGSN71 gravity network.
 LP0236
 LP0236;                    North         East    Units  Estimated Accuracy
 LP0236;SPC UT C     - 2,262,250.      436,400.      MT  (+/- 180 meters Scaled)
 LP0236
 LP0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL941054(NAD 83)
 LP0236
 LP0236                          SUPERSEDED SURVEY CONTROL
 LP0236
 LP0236  NGVD 29 (??/??/92) 1318.93   (m)         4327.2    (f) COMPUTED    1 1
 LP0236
 LP0236.Superseded values are not recommended for survey control.
 LP0236
 LP0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0236.See file dsdata.pdf to determine how the superseded data were derived.
 LP0236
 LP0236_MARKER: DB = BENCH MARK DISK
 LP0236_SETTING: 66 = SET IN ROCK OUTCROP
 LP0236_STAMPING: Y 173 1970
 LP0236_MARK LOGO: CGS
 LP0236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LP0236+STABILITY: POSITION/ELEVATION WELL
 LP0236
 LP0236  HISTORY     - Date     Condition        Report By
 LP0236  HISTORY     - 1970     MONUMENTED       NGS
 LP0236
 LP0236                          STATION DESCRIPTION
 LP0236
 LP0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0236'9.75 MI SW FROM MAGNA.
 LP0236'0.5 MILE NORTH ALONG 9180 WEST STREET FROM WEBSTER SCHOOL AT MAGNA,
 LP0236'THENCE 5.4 MILES WEST ALONG U.S. HIGHWAY 40 AND 50 ALTERNATE, THENCE
 LP0236'3.85 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD.  2 3/4 POLE
 LP0236'NORTH AND ACROSS THE TRACK FROM MILE POST 762.25, AT THE NORTH END OF
 LP0236'A HIGH CUT, IN THE TOP OF THE WEST SIDE AND NEAR THE NORTH END OF A
 LP0236'LARGE GRAY OUTCROP, 103.8 FEET EAST OF THE EAST RAIL, 142.6 FEET
 LP0236'SOUTHEAST OF THE SOUTH END OF THE EAST HEAD WALL OF CULVERT 762.31,
 LP0236'6.5 FEET EAST OF A FENCE, 3.4 FEET NORTH OF A WITNESS POST, ABOUT 13
 LP0236'1/2 FEET HIGHER THAN THE TRACK AND ABOUT 1 1/2 FEET HIGHER THAN THE
 LP0236'GROUND.  SECTION 36, T 4 W, R 1 S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0639 ***********************************************************************
 LO0639  DESIGNATION -  Y 174
 LO0639  PID         -  LO0639
 LO0639  STATE/COUNTY-  UT/SALT LAKE
 LO0639  COUNTRY     -  US
 LO0639  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0639
 LO0639                         *CURRENT SURVEY CONTROL
 LO0639  ______________________________________________________________________
 LO0639* NAD 83(1986) POSITION- 40 45 38.08   (N) 111 55 25.90   (W)   HD_HELD1
 LO0639* NAVD 88 ORTHO HEIGHT -  1288.835 (meters)     4228.45  (feet) ADJUSTED
 LO0639  ______________________________________________________________________
 LO0639  GEOID HEIGHT    -        -16.978 (meters)                     GEOID18
 LO0639  DYNAMIC HEIGHT  -       1287.813 (meters)     4225.10  (feet) COMP
 LO0639  MODELED GRAVITY -    979,788.0   (mgal)                       NAVD 88
 LO0639
 LO0639  VERT ORDER      -  FIRST     CLASS I
 LO0639
 LO0639.The horizontal coordinates were determined by differentially corrected
 LO0639.hand held GPS observations or other comparable positioning techniques
 LO0639.and have an estimated accuracy of +/- 3 meters.
 LO0639
 LO0639.The orthometric height was determined by differential leveling and
 LO0639.adjusted by the NATIONAL GEODETIC SURVEY
 LO0639.in April 2001.
 LO0639
 LO0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0639.GEOID18 height accuracy estimate available here.
 LO0639
 LO0639.Click photographs - Photos may exist for this station.
 LO0639
 LO0639.The dynamic height is computed by dividing the NAVD 88
 LO0639.geopotential number by the normal gravity value computed on the
 LO0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0639.degrees latitude (g = 980.6199 gals.).
 LO0639
 LO0639.The modeled gravity was interpolated from observed gravity values.
 LO0639
 LO0639;                    North         East    Units  Estimated Accuracy
 LO0639;SPC UT C     - 2,269,568.1     464,208.7     MT  (+/- 3 meters HH1 GPS) 
 LO0639
 LO0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2202012589(NAD 83)
 LO0639
 LO0639                          SUPERSEDED SURVEY CONTROL
 LO0639
 LO0639  NAVD 88 (06/15/91) 1288.857  (m)         4228.52   (f) SUPERSEDED  1 1
 LO0639  NGVD 29 (??/??/92) 1287.90   (m)         4225.4    (f) COMPUTED    1 1
 LO0639
 LO0639.Superseded values are not recommended for survey control.
 LO0639
 LO0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0639.See file dsdata.pdf to determine how the superseded data were derived.
 LO0639
 LO0639_MARKER: DB = BENCH MARK DISK
 LO0639_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0639_SP_SET: BRIDGE CURB
 LO0639_STAMPING: Y 174 1970
 LO0639_MARK LOGO: CGS
 LO0639_MAGNETIC: N = NO MAGNETIC MATERIAL
 LO0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0639
 LO0639  HISTORY     - Date     Condition        Report By
 LO0639  HISTORY     - 1970     MONUMENTED       NGS
 LO0639  HISTORY     - 19950727 GOOD             NGS
 LO0639  HISTORY     - 20100816 GOOD             GEOCAC
 LO0639
 LO0639                          STATION DESCRIPTION
 LO0639
 LO0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LO0639'IN SALT LAKE CITY.
 LO0639'AT SALT LAKE CITY, 0.05 MILE EAST OF THE INTERSECTION OF FOURTH SOUTH
 LO0639'STREET AND EMERY STREET, IN THE TOP AND 2.5 FEET EAST OF THE WEST END
 LO0639'OF THE SOUTH CURB OF CONCRETE BRIDGE OVER JORDAN RIVER, 1/2 FOOT
 LO0639'HIGHER THAN THE PAVEMENT.  SECTION 2, T 1 W, R 1 S.
 LO0639
 LO0639                          STATION RECOVERY (1995)
 LO0639
 LO0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 LO0639'RECOVERED AS DESCRIBED.
 LO0639
 LO0639                          STATION RECOVERY (2010)
 LO0639
 LO0639'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 LO0639'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0271 ***********************************************************************
 LP0271  DESIGNATION -  Y 175
 LP0271  PID         -  LP0271
 LP0271  STATE/COUNTY-  UT/TOOELE
 LP0271  COUNTRY     -  US
 LP0271  USGS QUAD   -  SAINT JOHN (2017)
 LP0271
 LP0271                         *CURRENT SURVEY CONTROL
 LP0271  ______________________________________________________________________
 LP0271* NAD 83(1986) POSITION- 40 17 35.     (N) 112 24 02.     (W)   SCALED
 LP0271* NAVD 88 ORTHO HEIGHT -  1535.943 (meters)     5039.17  (feet) ADJUSTED
 LP0271  ______________________________________________________________________
 LP0271  GEOID HEIGHT    -        -17.753 (meters)                     GEOID18
 LP0271  DYNAMIC HEIGHT  -       1534.592 (meters)     5034.74  (feet) COMP
 LP0271  MODELED GRAVITY -    979,692.2   (mgal)                       NAVD 88
 LP0271  OBS GRAVITY     -    979,691.7   (mgal)                       GRAV_OBS
 LP0271
 LP0271  VERT ORDER      -  FIRST     CLASS I
 LP0271
 LP0271.The horizontal coordinates were scaled from a map and have
 LP0271.an estimated accuracy of +/- 6 seconds.
 LP0271
 LP0271.The orthometric height was determined by differential leveling and
 LP0271.adjusted by the NATIONAL GEODETIC SURVEY
 LP0271.in June 1991.
 LP0271
 LP0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0271.GEOID18 height accuracy estimate available here.
 LP0271
 LP0271.Click photographs - Photos may exist for this station.
 LP0271
 LP0271.The dynamic height is computed by dividing the NAVD 88
 LP0271.geopotential number by the normal gravity value computed on the
 LP0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0271.degrees latitude (g = 980.6199 gals.).
 LP0271
 LP0271.The modeled gravity was interpolated from observed gravity values.
 LP0271
 LP0271.The observed gravity was obtained from relative gravimeter ties
 LP0271.to the IGSN71 gravity network.
 LP0271
 LP0271;                    North         East    Units  Estimated Accuracy
 LP0271;SPC UT C     - 2,217,950.      423,430.      MT  (+/- 180 meters Scaled)
 LP0271
 LP0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK809612(NAD 83)
 LP0271
 LP0271                          SUPERSEDED SURVEY CONTROL
 LP0271
 LP0271  NGVD 29 (??/??/92) 1534.79   (m)         5035.4    (f) COMPUTED    1 1
 LP0271
 LP0271.Superseded values are not recommended for survey control.
 LP0271
 LP0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0271.See file dsdata.pdf to determine how the superseded data were derived.
 LP0271
 LP0271_MARKER: DB = BENCH MARK DISK
 LP0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0271_STAMPING: Y 175 1970
 LP0271_MARK LOGO: CGS
 LP0271_PROJECTION: PROJECTING 9 CENTIMETERS
 LP0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0271+STABILITY: SURFACE MOTION
 LP0271
 LP0271  HISTORY     - Date     Condition        Report By
 LP0271  HISTORY     - 1970     MONUMENTED       NGS
 LP0271
 LP0271                          STATION DESCRIPTION
 LP0271
 LP0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0271'11.55 MI S FROM STOCKTON.
 LP0271'11.55 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM AN ASPHALT
 LP0271'ROAD CROSSING AT STOCKTON, 1 POLE SOUTH OF MILE POST 731, 40.5 FEET
 LP0271'WEST OF THE WEST RAIL, 109 FEET EAST OF THE CENTER LINE OF STATE
 LP0271'HIGHWAY 36, 57 FEET EAST OF THE FENCE LINE, 1 1/2 FEET SOUTH OF POLE
 LP0271'48F, 1.6 FEET WEST OF A WITNESS POST, ABOUT 6 FEET LOWER THAN THE
 LP0271'TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.  SECTION
 LP0271'15, T 5W, R 6S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0296 ***********************************************************************
 LP0296  DESIGNATION -  Y 176
 LP0296  PID         -  LP0296
 LP0296  STATE/COUNTY-  UT/TOOELE
 LP0296  COUNTRY     -  US
 LP0296  USGS QUAD   -  LOFGREEN (2017)
 LP0296
 LP0296                         *CURRENT SURVEY CONTROL
 LP0296  ______________________________________________________________________
 LP0296* NAD 83(1986) POSITION- 40 01 01.     (N) 112 18 15.     (W)   SCALED
 LP0296* NAVD 88 ORTHO HEIGHT -  1779.804 (meters)     5839.24  (feet) ADJUSTED
 LP0296  ______________________________________________________________________
 LP0296  GEOID HEIGHT    -        -17.754 (meters)                     GEOID18
 LP0296  DYNAMIC HEIGHT  -       1778.134 (meters)     5833.76  (feet) COMP
 LP0296  MODELED GRAVITY -    979,624.5   (mgal)                       NAVD 88
 LP0296  OBS GRAVITY     -    979,619.7   (mgal)                       GRAV_OBS
 LP0296
 LP0296  VERT ORDER      -  FIRST     CLASS I
 LP0296
 LP0296.The horizontal coordinates were scaled from a map and have
 LP0296.an estimated accuracy of +/- 6 seconds.
 LP0296
 LP0296.The orthometric height was determined by differential leveling and
 LP0296.adjusted by the NATIONAL GEODETIC SURVEY
 LP0296.in June 1991.
 LP0296
 LP0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0296.GEOID18 height accuracy estimate available here.
 LP0296
 LP0296.Click photographs - Photos may exist for this station.
 LP0296
 LP0296.The dynamic height is computed by dividing the NAVD 88
 LP0296.geopotential number by the normal gravity value computed on the
 LP0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0296.degrees latitude (g = 980.6199 gals.).
 LP0296
 LP0296.The modeled gravity was interpolated from observed gravity values.
 LP0296
 LP0296.The observed gravity was obtained from relative gravimeter ties
 LP0296.to the IGSN71 gravity network.
 LP0296
 LP0296;                    North         East    Units  Estimated Accuracy
 LP0296;SPC UT C     - 2,187,220.      431,350.      MT  (+/- 180 meters Scaled)
 LP0296
 LP0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK887304(NAD 83)
 LP0296
 LP0296                          SUPERSEDED SURVEY CONTROL
 LP0296
 LP0296  NGVD 29 (??/??/92) 1778.71   (m)         5835.7    (f) COMPUTED    1 1
 LP0296
 LP0296.Superseded values are not recommended for survey control.
 LP0296
 LP0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0296.See file dsdata.pdf to determine how the superseded data were derived.
 LP0296
 LP0296_MARKER: DB = BENCH MARK DISK
 LP0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0296_STAMPING: Y 176 1970
 LP0296_MARK LOGO: CGS
 LP0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0296+STABILITY: SURFACE MOTION
 LP0296
 LP0296  HISTORY     - Date     Condition        Report By
 LP0296  HISTORY     - 1970     MONUMENTED       NGS
 LP0296
 LP0296                          STATION DESCRIPTION
 LP0296
 LP0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0296'0.7 MI E FROM LOFGREEN.
 LP0296'0.7 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING SIGN AT
 LP0296'LOFGREEN, 3/4 POLE EAST AND ACROSS THE TRACK FROM MILE POST 709.25, 1
 LP0296'POLE WEST OF POLE WITH METAL BOX AND WIRE TO SIGNAL, ON A SMALL KNOLL
 LP0296'BETWEEN TWO CUTS, 87.5 FEET NORTH OF THE NORTH RAIL, 13.3 FEET SOUTH
 LP0296'OF A FENCE, 1 1/2 FEET EAST OF POLE, 2.0 FEET WEST OF A WITNESS POST,
 LP0296'ABOUT 4 FEET HIGHER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST
 LP0296'PROJECTING 0.3 FOOT.  T 4W, R 9S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0037 ***********************************************************************
 KO0037  DESIGNATION -  Y 177
 KO0037  PID         -  KO0037
 KO0037  STATE/COUNTY-  UT/JUAB
 KO0037  COUNTRY     -  US
 KO0037  USGS QUAD   -  MCINTYRE (2017)
 KO0037
 KO0037                         *CURRENT SURVEY CONTROL
 KO0037  ______________________________________________________________________
 KO0037* NAD 83(1986) POSITION- 39 45 29.     (N) 112 11 51.     (W)   SCALED
 KO0037* NAVD 88 ORTHO HEIGHT -  1628.474 (meters)     5342.75  (feet) ADJUSTED
 KO0037  ______________________________________________________________________
 KO0037  GEOID HEIGHT    -        -18.043 (meters)                     GEOID18
 KO0037  DYNAMIC HEIGHT  -       1626.952 (meters)     5337.76  (feet) COMP
 KO0037  MODELED GRAVITY -    979,634.3   (mgal)                       NAVD 88
 KO0037
 KO0037  VERT ORDER      -  FIRST     CLASS I
 KO0037
 KO0037.The horizontal coordinates were scaled from a map and have
 KO0037.an estimated accuracy of +/- 6 seconds.
 KO0037
 KO0037.The orthometric height was determined by differential leveling and
 KO0037.adjusted by the NATIONAL GEODETIC SURVEY
 KO0037.in June 1991.
 KO0037
 KO0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0037.GEOID18 height accuracy estimate available here.
 KO0037
 KO0037.Click photographs - Photos may exist for this station.
 KO0037
 KO0037.The dynamic height is computed by dividing the NAVD 88
 KO0037.geopotential number by the normal gravity value computed on the
 KO0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0037.degrees latitude (g = 980.6199 gals.).
 KO0037
 KO0037.The modeled gravity was interpolated from observed gravity values.
 KO0037
 KO0037;                    North         East    Units  Estimated Accuracy
 KO0037;SPC UT C     - 2,158,400.      440,240.      MT  (+/- 180 meters Scaled)
 KO0037
 KO0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUK974015(NAD 83)
 KO0037
 KO0037                          SUPERSEDED SURVEY CONTROL
 KO0037
 KO0037.No superseded survey control is available for this station.
 KO0037
 KO0037_MARKER: DB = BENCH MARK DISK
 KO0037_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0037_SP_SET: CULVERT HEADWALL
 KO0037_STAMPING: Y 177 1970
 KO0037_MARK LOGO: CGS
 KO0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0037+STABILITY: SURFACE MOTION
 KO0037
 KO0037  HISTORY     - Date     Condition        Report By
 KO0037  HISTORY     - 1970     MONUMENTED       NGS
 KO0037
 KO0037                          STATION DESCRIPTION
 KO0037
 KO0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0037'12.3 MI S FROM TINTIC JUNCTION.
 KO0037'12.3 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 KO0037'TINTIC JUNCTION, 1/2 POLE SOUTHWEST AND ACROSS THE TRACK FROM 1/4
 KO0037'MILE-POLE 686.25, IN THE TOP AND 1.9 FEET SOUTHWEST OF THE NORTHEAST
 KO0037'END OF THE SOUTHEAST CONCRETE HEAD WALL OF CONCRETE ARCH CULVERT
 KO0037'686.25, 21.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 9 FEET
 KO0037'LOWER THAN THE TRACK.  SECTION 20, T 12S, R 3W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0002 ***********************************************************************
 KO0002  DESIGNATION -  Y 178
 KO0002  PID         -  KO0002
 KO0002  STATE/COUNTY-  UT/MILLARD
 KO0002  COUNTRY     -  US
 KO0002  USGS QUAD   -  LYNNDYL WEST (2017)
 KO0002
 KO0002                         *CURRENT SURVEY CONTROL
 KO0002  ______________________________________________________________________
 KO0002* NAD 83(1986) POSITION- 39 30 27.     (N) 112 23 29.     (W)   SCALED
 KO0002* NAVD 88 ORTHO HEIGHT -  1457.976 (meters)     4783.38  (feet) ADJUSTED
 KO0002  ______________________________________________________________________
 KO0002  GEOID HEIGHT    -        -18.651 (meters)                     GEOID18
 KO0002  DYNAMIC HEIGHT  -       1456.660 (meters)     4779.06  (feet) COMP
 KO0002  MODELED GRAVITY -    979,672.9   (mgal)                       NAVD 88
 KO0002
 KO0002  VERT ORDER      -  FIRST     CLASS I
 KO0002
 KO0002.The horizontal coordinates were scaled from a map and have
 KO0002.an estimated accuracy of +/- 6 seconds.
 KO0002
 KO0002.The orthometric height was determined by differential leveling and
 KO0002.adjusted by the NATIONAL GEODETIC SURVEY
 KO0002.in June 1991.
 KO0002
 KO0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0002.GEOID18 height accuracy estimate available here.
 KO0002
 KO0002.Click photographs - Photos may exist for this station.
 KO0002
 KO0002.The dynamic height is computed by dividing the NAVD 88
 KO0002.geopotential number by the normal gravity value computed on the
 KO0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0002.degrees latitude (g = 980.6199 gals.).
 KO0002
 KO0002.The modeled gravity was interpolated from observed gravity values.
 KO0002
 KO0002;                    North         East    Units  Estimated Accuracy
 KO0002;SPC UT C     - 2,130,740.      423,350.      MT  (+/- 180 meters Scaled)
 KO0002
 KO0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ803740(NAD 83)
 KO0002
 KO0002                          SUPERSEDED SURVEY CONTROL
 KO0002
 KO0002  NGVD 29 (??/??/92) 1456.88   (m)         4779.8    (f) COMPUTED    1 1
 KO0002
 KO0002.Superseded values are not recommended for survey control.
 KO0002
 KO0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0002.See file dsdata.pdf to determine how the superseded data were derived.
 KO0002
 KO0002_MARKER: DB = BENCH MARK DISK
 KO0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0002_STAMPING: Y 178 1970
 KO0002_MARK LOGO: CGS
 KO0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0002+STABILITY: SURFACE MOTION
 KO0002
 KO0002  HISTORY     - Date     Condition        Report By
 KO0002  HISTORY     - 1970     MONUMENTED       NGS
 KO0002
 KO0002                          STATION DESCRIPTION
 KO0002
 KO0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0002'1.1 MI SW FROM LYNNDYL.
 KO0002'1.1 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 KO0002'SIGN AT LYNNDYL, 90.0 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 KO0002'TRACK, 1 1/2 FEET SOUTHWEST OF MILEPOLE 664.75, 235 FEET EAST OF A T
 KO0002'JUNCTION FENCE POST, 1.2 FEET NORTHEAST OF A WITNESS POST, ABOUT 4
 KO0002'FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER
 KO0002'COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 40 FEET.  THE UPPER
 KO0002'PORTION OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.4 FOOT
 KO0002'ABOVE THE GROUND.  SECTION 15, T15S, R5W.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0207 ***********************************************************************
 KO0207  DESIGNATION -  Y 179
 KO0207  PID         -  KO0207
 KO0207  STATE/COUNTY-  UT/MILLARD
 KO0207  COUNTRY     -  US
 KO0207  USGS QUAD   -  SUNSTONE KNOLL (2017)
 KO0207
 KO0207                         *CURRENT SURVEY CONTROL
 KO0207  ______________________________________________________________________
 KO0207* NAD 83(1986) POSITION- 39 12 17.5    (N) 112 41 05.9    (W)   HD_HELD2
 KO0207* NAVD 88 ORTHO HEIGHT -  1393.500 (meters)     4571.84  (feet) ADJUSTED
 KO0207  ______________________________________________________________________
 KO0207  GEOID HEIGHT    -        -19.933 (meters)                     GEOID18
 KO0207  DYNAMIC HEIGHT  -       1392.186 (meters)     4567.53  (feet) COMP
 KO0207  MODELED GRAVITY -    979,636.5   (mgal)                       NAVD 88
 KO0207  OBS GRAVITY     -    979,634.2   (mgal)                       GRAV_OBS
 KO0207
 KO0207  VERT ORDER      -  FIRST     CLASS I
 KO0207
 KO0207.The horizontal coordinates were established by autonomous hand held GPS
 KO0207.observations and have an estimated accuracy of +/- 10 meters.
 KO0207
 KO0207.The orthometric height was determined by differential leveling and
 KO0207.adjusted by the NATIONAL GEODETIC SURVEY
 KO0207.in June 1991.
 KO0207
 KO0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0207.GEOID18 height accuracy estimate available here.
 KO0207
 KO0207.Click photographs - Photos may exist for this station.
 KO0207
 KO0207.The dynamic height is computed by dividing the NAVD 88
 KO0207.geopotential number by the normal gravity value computed on the
 KO0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0207.degrees latitude (g = 980.6199 gals.).
 KO0207
 KO0207.The modeled gravity was interpolated from observed gravity values.
 KO0207
 KO0207.The observed gravity was obtained from relative gravimeter ties
 KO0207.to the IGSN71 gravity network.
 KO0207
 KO0207;                    North         East    Units  Estimated Accuracy
 KO0207;SPC UT C     - 2,097,435.      397,654.      MT  (+/- 10 meters HH2 GPS)
 KO0207
 KO0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ5451240863(NAD 83)
 KO0207
 KO0207                          SUPERSEDED SURVEY CONTROL
 KO0207
 KO0207  NGVD 29 (??/??/92) 1392.40   (m)         4568.2    (f) COMPUTED    1 1
 KO0207
 KO0207.Superseded values are not recommended for survey control.
 KO0207
 KO0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0207.See file dsdata.pdf to determine how the superseded data were derived.
 KO0207
 KO0207_MARKER: DB = BENCH MARK DISK
 KO0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0207_STAMPING: Y 179 1970
 KO0207_MARK LOGO: CGS
 KO0207_PROJECTION: PROJECTING
 KO0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0207+STABILITY: SURFACE MOTION
 KO0207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0207+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2012
 KO0207
 KO0207  HISTORY     - Date     Condition        Report By
 KO0207  HISTORY     - 1970     MONUMENTED       NGS
 KO0207  HISTORY     - 20120113 GOOD             GEOCAC
 KO0207
 KO0207                          STATION DESCRIPTION
 KO0207
 KO0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KO0207'11.9 MI SW FROM DELTA.
 KO0207'11.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KO0207'AT DELTA, 3/4 POLES NORTHEAST OF HIGHWAY MILEPOST 61, 2 FEET SOUTHWEST
 KO0207'OF MILEPOLE 637.50, 87.8 FEET NORTHWEST OF THE NORTHWEST RAIL, 23 1/2
 KO0207'FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 257, 3.9 FEET
 KO0207'SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE, 2.0 FEET NORTHEAST OF A
 KO0207'WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN THE TRACK, ABOUT LEVEL WITH
 KO0207'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 KO0207'ABOVE THE GROUND.
 KO0207
 KO0207                          STATION RECOVERY (2012)
 KO0207
 KO0207'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 KO0207'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0299 ***********************************************************************
 JM0299  DESIGNATION -  Y 18
 JM0299  PID         -  JM0299
 JM0299  STATE/COUNTY-  UT/GRAND
 JM0299  COUNTRY     -  US
 JM0299  USGS QUAD   -  KLONDIKE BLUFFS (2017)
 JM0299
 JM0299                         *CURRENT SURVEY CONTROL
 JM0299  ______________________________________________________________________
 JM0299* NAD 83(1986) POSITION- 38 45 12.0    (N) 109 44 20.0    (W)   HD_HELD2
 JM0299* NAVD 88 ORTHO HEIGHT -  1376.973 (meters)     4517.62  (feet) ADJUSTED
 JM0299  ______________________________________________________________________
 JM0299  GEOID HEIGHT    -        -20.723 (meters)                     GEOID18
 JM0299  DYNAMIC HEIGHT  -       1375.574 (meters)     4513.03  (feet) COMP
 JM0299  MODELED GRAVITY -    979,565.2   (mgal)                       NAVD 88
 JM0299
 JM0299  VERT ORDER      -  FIRST     CLASS II
 JM0299
 JM0299.The horizontal coordinates were established by autonomous hand held GPS
 JM0299.observations and have an estimated accuracy of +/- 10 meters.
 JM0299
 JM0299.The orthometric height was determined by differential leveling and
 JM0299.adjusted by the NATIONAL GEODETIC SURVEY
 JM0299.in June 1991.
 JM0299
 JM0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0299.GEOID18 height accuracy estimate available here.
 JM0299
 JM0299.Click photographs - Photos may exist for this station.
 JM0299
 JM0299.The dynamic height is computed by dividing the NAVD 88
 JM0299.geopotential number by the normal gravity value computed on the
 JM0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0299.degrees latitude (g = 980.6199 gals.).
 JM0299
 JM0299.The modeled gravity was interpolated from observed gravity values.
 JM0299
 JM0299;                    North         East    Units  Estimated Accuracy
 JM0299;SPC UT C     - 2,048,137.      653,089.      MT  (+/- 10 meters HH2 GPS)
 JM0299
 JM0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH0958190159(NAD 83)
 JM0299
 JM0299                          SUPERSEDED SURVEY CONTROL
 JM0299
 JM0299  NGVD 29 (??/??/92) 1375.971  (m)         4514.33   (f) ADJ UNCH    1 2
 JM0299
 JM0299.Superseded values are not recommended for survey control.
 JM0299
 JM0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0299.See file dsdata.pdf to determine how the superseded data were derived.
 JM0299
 JM0299_MARKER: DB = BENCH MARK DISK
 JM0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0299_STAMPING: 4514.331 Y 18 1933
 JM0299_MARK LOGO: CGS
 JM0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0299+STABILITY: SURFACE MOTION
 JM0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JM0299+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2009
 JM0299
 JM0299  HISTORY     - Date     Condition        Report By
 JM0299  HISTORY     - 1933     MONUMENTED       CGS
 JM0299  HISTORY     - 1954     GOOD             LOCENG
 JM0299  HISTORY     - 20091122 GOOD             GEOCAC
 JM0299
 JM0299                          STATION DESCRIPTION
 JM0299
 JM0299'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954
 JM0299'8.7 MI S FROM VALLEY CITY.
 JM0299'8.7 MILES SOUTH ALONG NEW U.S. HIGHWAY 160 FROM VALLEY CITY, GRAND
 JM0299'COUNTY, 475 FEET SOUTH OF AN OBLIQUE CROSSING OF A ROW OF POLES, 2
 JM0299'POLES NORTH OF A 20 DEG DEFLECTION TO THE WEST IN THE ROW OF POLES, 60
 JM0299'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET NORTH OF A
 JM0299'POLE.  0.35 MILES NORTH OF T ROAD WEST, 0.5 MILE NORTH OF BRIDGE OVER
 JM0299'KLONDYKE WASH.  A STANDARD DISK, STAMPED 4514.331 Y 18 1933 AND SET IN
 JM0299'THE TOP OF A CONCRETE POST.
 JM0299
 JM0299                          STATION RECOVERY (2009)
 JM0299
 JM0299'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0299'MARK IS NOW ABOUT MIDWAY ALONG THE NORTHEAST SIDE OF THE SOUTHEAST END
 JM0299'OF THE FILL THAT WAS PLACED FOR A HIGHWAY OVERPASS OVER THE RAILROAD
 JM0299'THAT RUNS FROM CRESCENT JUNCTION TO POTASH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0255 ***********************************************************************
 JO0255  DESIGNATION -  Y 180
 JO0255  PID         -  JO0255
 JO0255  STATE/COUNTY-  UT/MILLARD
 JO0255  COUNTRY     -  US
 JO0255  USGS QUAD   -  BORDEN (2017)
 JO0255
 JO0255                         *CURRENT SURVEY CONTROL
 JO0255  ______________________________________________________________________
 JO0255* NAD 83(1986) POSITION- 38 56 10.     (N) 112 48 31.     (W)   SCALED
 JO0255* NAVD 88 ORTHO HEIGHT -  1461.820 (meters)     4795.99  (feet) ADJUSTED
 JO0255  ______________________________________________________________________
 JO0255  GEOID HEIGHT    -        -20.099 (meters)                     GEOID18
 JO0255  DYNAMIC HEIGHT  -       1460.405 (meters)     4791.35  (feet) COMP
 JO0255  MODELED GRAVITY -    979,608.8   (mgal)                       NAVD 88
 JO0255  OBS GRAVITY     -    979,609.7   (mgal)                       GRAV_OBS
 JO0255
 JO0255  VERT ORDER      -  FIRST     CLASS I
 JO0255
 JO0255.The horizontal coordinates were scaled from a map and have
 JO0255.an estimated accuracy of +/- 6 seconds.
 JO0255
 JO0255.The orthometric height was determined by differential leveling and
 JO0255.adjusted by the NATIONAL GEODETIC SURVEY
 JO0255.in June 1991.
 JO0255
 JO0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0255.GEOID18 height accuracy estimate available here.
 JO0255
 JO0255.Click photographs - Photos may exist for this station.
 JO0255
 JO0255.The dynamic height is computed by dividing the NAVD 88
 JO0255.geopotential number by the normal gravity value computed on the
 JO0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0255.degrees latitude (g = 980.6199 gals.).
 JO0255
 JO0255.The modeled gravity was interpolated from observed gravity values.
 JO0255
 JO0255.The observed gravity was obtained from relative gravimeter ties
 JO0255.to the IGSN71 gravity network.
 JO0255
 JO0255;                    North         East    Units  Estimated Accuracy
 JO0255;SPC UT C     - 2,067,750.      386,540.      MT  (+/- 180 meters Scaled)
 JO0255
 JO0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ432112(NAD 83)
 JO0255
 JO0255                          SUPERSEDED SURVEY CONTROL
 JO0255
 JO0255  NGVD 29 (??/??/92) 1460.72   (m)         4792.4    (f) COMPUTED    1 1
 JO0255
 JO0255.Superseded values are not recommended for survey control.
 JO0255
 JO0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0255.See file dsdata.pdf to determine how the superseded data were derived.
 JO0255
 JO0255_MARKER: DB = BENCH MARK DISK
 JO0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0255_STAMPING: Y 180 1970
 JO0255_MARK LOGO: CGS
 JO0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0255+STABILITY: SURFACE MOTION
 JO0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0255+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2008
 JO0255
 JO0255  HISTORY     - Date     Condition        Report By
 JO0255  HISTORY     - 1970     MONUMENTED       NGS
 JO0255  HISTORY     - 20081115 GOOD             INDIV
 JO0255
 JO0255                          STATION DESCRIPTION
 JO0255
 JO0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0255'18.35 MI NE FROM BLACK ROCK.
 JO0255'18.35 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JO0255'STATION AT BLACK ROCK, 2 FEET SOUTH OF MILEPOLE 617.75, NEAR THE NORTH
 JO0255'END OF BLOOM SIDING, 88.2 FEET WEST OF THE WEST RAIL, 6.8 FEET EAST OF
 JO0255'A FENCE, 24 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 257, 1.7
 JO0255'FEET NORTH OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE TRACK, ABOUT
 JO0255'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JO0255'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 JO0255
 JO0255                          STATION RECOVERY (2008)
 JO0255
 JO0255'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (RCW)
 JO0255'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0225 ***********************************************************************
 JO0225  DESIGNATION -  Y 181
 JO0225  PID         -  JO0225
 JO0225  STATE/COUNTY-  UT/MILLARD
 JO0225  COUNTRY     -  US
 JO0225  USGS QUAD   -  BLACK ROCK (2017)
 JO0225
 JO0225                         *CURRENT SURVEY CONTROL
 JO0225  ______________________________________________________________________
 JO0225* NAD 83(1986) POSITION- 38 42 51.     (N) 112 57 13.     (W)   SCALED
 JO0225* NAVD 88 ORTHO HEIGHT -  1501.715 (meters)     4926.88  (feet) ADJUSTED
 JO0225  ______________________________________________________________________
 JO0225  GEOID HEIGHT    -        -20.353 (meters)                     GEOID18
 JO0225  DYNAMIC HEIGHT  -       1500.234 (meters)     4922.02  (feet) COMP
 JO0225  MODELED GRAVITY -    979,589.7   (mgal)                       NAVD 88
 JO0225
 JO0225  VERT ORDER      -  FIRST     CLASS I
 JO0225
 JO0225.The horizontal coordinates were scaled from a map and have
 JO0225.an estimated accuracy of +/- 6 seconds.
 JO0225
 JO0225.The orthometric height was determined by differential leveling and
 JO0225.adjusted by the NATIONAL GEODETIC SURVEY
 JO0225.in June 1991.
 JO0225
 JO0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0225.GEOID18 height accuracy estimate available here.
 JO0225
 JO0225.Click photographs - Photos may exist for this station.
 JO0225
 JO0225.The dynamic height is computed by dividing the NAVD 88
 JO0225.geopotential number by the normal gravity value computed on the
 JO0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0225.degrees latitude (g = 980.6199 gals.).
 JO0225
 JO0225.The modeled gravity was interpolated from observed gravity values.
 JO0225
 JO0225;                    North         East    Units  Estimated Accuracy
 JO0225;SPC UT C     - 2,043,310.      373,570.      MT  (+/- 180 meters Scaled)
 JO0225
 JO0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH301868(NAD 83)
 JO0225
 JO0225                          SUPERSEDED SURVEY CONTROL
 JO0225
 JO0225  NGVD 29 (??/??/92) 1500.437  (m)         4922.68   (f) ADJ UNCH    1 1
 JO0225
 JO0225.Superseded values are not recommended for survey control.
 JO0225
 JO0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0225.See file dsdata.pdf to determine how the superseded data were derived.
 JO0225
 JO0225_MARKER: DB = BENCH MARK DISK
 JO0225_SETTING: 66 = SET IN ROCK OUTCROP
 JO0225_STAMPING: Y 181 1970
 JO0225_MARK LOGO: CGS
 JO0225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0225+STABILITY: POSITION/ELEVATION WELL
 JO0225
 JO0225  HISTORY     - Date     Condition        Report By
 JO0225  HISTORY     - 1970     MONUMENTED       NGS
 JO0225
 JO0225                          STATION DESCRIPTION
 JO0225
 JO0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0225'0.85 MI E FROM BLACK ROCK.
 JO0225'0.85 MILE EAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC RAILROAD
 JO0225'STATION AT BLACK ROCK, 0.1 MILE NORTHEAST OF THE JUNCTION OF A
 JO0225'DRIVEWAY SOUTH TO A RANCHHOUSE AND A POINT WHERE THE ROAD CURVES TO
 JO0225'THE NORTHEAST UPHILL, IN THE TOP AND ALONG THE SOUTHEAST SIDE OF A
 JO0225'LARGE LAVA ROCK OUTCROP WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND,
 JO0225'217 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 178.5 FEET NORTH OF
 JO0225'BENCH MARK X 181, 226.3 FEET WEST OF BENCH MARK Z 181, AND ABOUT 8
 JO0225'FEET HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0328 ***********************************************************************
 JO0328  DESIGNATION -  Y 182
 JO0328  PID         -  JO0328
 JO0328  STATE/COUNTY-  UT/BEAVER
 JO0328  COUNTRY     -  US
 JO0328  USGS QUAD   -  MILFORD (2017)
 JO0328
 JO0328                         *CURRENT SURVEY CONTROL
 JO0328  ______________________________________________________________________
 JO0328* NAD 83(1986) POSITION- 38 24 25.     (N) 113 03 05.     (W)   SCALED
 JO0328* NAVD 88 ORTHO HEIGHT -  1561.268 (meters)     5122.26  (feet) ADJUSTED
 JO0328  ______________________________________________________________________
 JO0328  GEOID HEIGHT    -        -20.939 (meters)                     GEOID18
 JO0328  DYNAMIC HEIGHT  -       1559.639 (meters)     5116.92  (feet) COMP
 JO0328  MODELED GRAVITY -    979,530.3   (mgal)                       NAVD 88
 JO0328
 JO0328  VERT ORDER      -  FIRST     CLASS I
 JO0328
 JO0328.The horizontal coordinates were scaled from a map and have
 JO0328.an estimated accuracy of +/- 6 seconds.
 JO0328
 JO0328.The orthometric height was determined by differential leveling and
 JO0328.adjusted by the NATIONAL GEODETIC SURVEY
 JO0328.in June 1991.
 JO0328
 JO0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0328.GEOID18 height accuracy estimate available here.
 JO0328
 JO0328.Click photographs - Photos may exist for this station.
 JO0328
 JO0328.The dynamic height is computed by dividing the NAVD 88
 JO0328.geopotential number by the normal gravity value computed on the
 JO0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0328.degrees latitude (g = 980.6199 gals.).
 JO0328
 JO0328.The modeled gravity was interpolated from observed gravity values.
 JO0328
 JO0328;                    North         East    Units  Estimated Accuracy
 JO0328;SPC UT S     - 3,194,270.      364,500.      MT  (+/- 180 meters Scaled)
 JO0328
 JO0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH208529(NAD 83)
 JO0328
 JO0328                          SUPERSEDED SURVEY CONTROL
 JO0328
 JO0328.No superseded survey control is available for this station.
 JO0328
 JO0328_MARKER: DB = BENCH MARK DISK
 JO0328_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JO0328_SP_SET: CULVERT HEADWALL
 JO0328_STAMPING: Y 182 1970
 JO0328_MARK LOGO: CGS
 JO0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0328+STABILITY: SURFACE MOTION
 JO0328
 JO0328  HISTORY     - Date     Condition        Report By
 JO0328  HISTORY     - 1970     MONUMENTED       NGS
 JO0328  HISTORY     - 1984     GOOD             NGS
 JO0328
 JO0328                          STATION DESCRIPTION
 JO0328
 JO0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JO0328'2.4 MI NW FROM MILFORD.
 JO0328'2.4 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF MAIN
 JO0328'STREET AT MILFORD, 0.25 MILE NORTHWEST OF HIGHWAY MILEPOST 76, IN THE
 JO0328'TOP AND 0.7 FOOT SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST
 JO0328'CONCRETE HEAD WALL OF A CONCRETE BOX CULVERT, 25 FEET NORTHEAST OF THE
 JO0328'CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.
 JO0328'SECTION 2, T28S, R11W.
 JO0328
 JO0328                          STATION RECOVERY (1984)
 JO0328
 JO0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0328'RECOVERED IN GOOD CONDITION.  THE 1970 DESCRIPTION IS ADEQUATE EXCEPT
 JO0328'ADD--0.63 KM (0.39 MI) NORTHWEST OF MILEPOST 75.
 JO0328'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JM0223 ***********************************************************************
 JM0223  DESIGNATION -  Y 19
 JM0223  PID         -  JM0223
 JM0223  STATE/COUNTY-  UT/SAN JUAN
 JM0223  COUNTRY     -  US
 JM0223  USGS QUAD   -  KANE SPRINGS (2017)
 JM0223
 JM0223                         *CURRENT SURVEY CONTROL
 JM0223  ______________________________________________________________________
 JM0223* NAD 83(1986) POSITION- 38 28 43.2    (N) 109 26 54.8    (W)   HD_HELD2
 JM0223* NAVD 88 ORTHO HEIGHT -  1502.531 (meters)     4929.55  (feet) ADJUSTED
 JM0223  ______________________________________________________________________
 JM0223  GEOID HEIGHT    -        -19.673 (meters)                     GEOID18
 JM0223  DYNAMIC HEIGHT  -       1500.913 (meters)     4924.25  (feet) COMP
 JM0223  MODELED GRAVITY -    979,500.3   (mgal)                       NAVD 88
 JM0223
 JM0223  VERT ORDER      -  FIRST     CLASS II
 JM0223
 JM0223.The horizontal coordinates were established by autonomous hand held GPS
 JM0223.observations and have an estimated accuracy of +/- 10 meters.
 JM0223
 JM0223.The orthometric height was determined by differential leveling and
 JM0223.adjusted by the NATIONAL GEODETIC SURVEY
 JM0223.in June 1991.
 JM0223
 JM0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 JM0223.GEOID18 height accuracy estimate available here.
 JM0223
 JM0223.Click photographs - Photos may exist for this station.
 JM0223
 JM0223.The dynamic height is computed by dividing the NAVD 88
 JM0223.geopotential number by the normal gravity value computed on the
 JM0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0223.degrees latitude (g = 980.6199 gals.).
 JM0223
 JM0223.The modeled gravity was interpolated from observed gravity values.
 JM0223
 JM0223;                    North         East    Units  Estimated Accuracy
 JM0223;SPC UT S     - 3,203,074.      678,996.      MT  (+/- 10 meters HH2 GPS)
 JM0223
 JM0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH3532660066(NAD 83)
 JM0223
 JM0223                          SUPERSEDED SURVEY CONTROL
 JM0223
 JM0223  NGVD 29 (??/??/92) 1501.481  (m)         4926.11   (f) ADJ UNCH    1 2
 JM0223
 JM0223.Superseded values are not recommended for survey control.
 JM0223
 JM0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0223.See file dsdata.pdf to determine how the superseded data were derived.
 JM0223
 JM0223_MARKER: DB = BENCH MARK DISK
 JM0223_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JM0223_SP_SET: CULVERT HEADWALL
 JM0223_STAMPING: 4926.109 Y 19 1933
 JM0223_MARK LOGO: CGS
 JM0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0223+STABILITY: SURFACE MOTION
 JM0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0223+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2019
 JM0223
 JM0223  HISTORY     - Date     Condition        Report By
 JM0223  HISTORY     - 1933     MONUMENTED       CGS
 JM0223  HISTORY     - 1934     GOOD             CGS
 JM0223  HISTORY     - 1982     GOOD             USGS
 JM0223  HISTORY     - 20091218 GOOD             GEOCAC
 JM0223  HISTORY     - 20190321 GOOD             INDIV
 JM0223
 JM0223                          STATION DESCRIPTION
 JM0223
 JM0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0223'9.0 MI SE FROM MOAB.
 JM0223'IN SAN JUAN COUNTY, 9.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 450 FROM
 JM0223'THE COURTHOUSE AT MOAB, GRAND COUNTY, 150 YARDS SOUTH OF THE
 JM0223'Y-JUNCTION OF A ROAD LEADING SOUTHEAST, AT A 36-INCH PIPE CULVERT, AND
 JM0223'IN THE TOP OF THE SOUTH END OF THE EAST SANDSTONE HEADWALL.  A
 JM0223'STANDARD DISK, STAMPED 4926.109 Y 19 1933.
 JM0223
 JM0223                          STATION RECOVERY (1982)
 JM0223
 JM0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JM0223'MOAB, UTAH. 7.85 MILES SOUTHEAST ALONG U.S. HWY 191 FROM MAIN AND
 JM0223'CENTER STREETS IN MOAB, UTAH. 1.15 MILES SOUTHEAST ALONG THE LOOP
 JM0223'ROAD. 450 FT. SOUTH OF THE Y-JUNCTION OR ROAD LEADING SOUTH, AT A 36
 JM0223'INCH PIPE CULVERT AND IN THE TOP OF THE SOUTH END OF THE EAST
 JM0223'SANDSTONE HEADWALL.
 JM0223
 JM0223                          STATION RECOVERY (2009)
 JM0223
 JM0223'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 JM0223'RECOVERED IN GOOD CONDITION.
 JM0223
 JM0223                          STATION RECOVERY (2019)
 JM0223
 JM0223'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (DBM)
 JM0223'POINT IS LOCATED JUST SOUTH OF SPANISH VALLEY, UTAH ON AN UNNAMED ROAD
 JM0223'JUST SOUTH OF WHERE SPANISH VALLEY DRIVE BECOMES LA SAL MOUNTAIN LOOP
 JM0223'ROAD, JUST NORTH OF ONE OF LEGRAND JOHNSON S GRAVEL PITS, EAST OF THE
 JM0223'COLORADO OUTWARD BOUND SCHOOL.  POINT IS LOCATED ON THE SOUTHEAST
 JM0223'CORNER OF A CULVERT THE UNNAMED ROAD PASSES OVER.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0034 ***********************************************************************
 LP0034  DESIGNATION -  Y 2
 LP0034  PID         -  LP0034
 LP0034  STATE/COUNTY-  UT/TOOELE
 LP0034  COUNTRY     -  US
 LP0034  USGS QUAD   -  FAUST (2017)
 LP0034
 LP0034                         *CURRENT SURVEY CONTROL
 LP0034  ______________________________________________________________________
 LP0034* NAD 83(1986) POSITION- 40 11 03.     (N) 112 23 30.     (W)   SCALED
 LP0034* NAVD 88 ORTHO HEIGHT -  1602.106 (meters)     5256.24  (feet) ADJUSTED
 LP0034  ______________________________________________________________________
 LP0034  GEOID HEIGHT    -        -17.793 (meters)                     GEOID18
 LP0034  DYNAMIC HEIGHT  -       1600.684 (meters)     5251.58  (feet) COMP
 LP0034  MODELED GRAVITY -    979,681.6   (mgal)                       NAVD 88
 LP0034
 LP0034  VERT ORDER      -  FIRST     CLASS I
 LP0034
 LP0034.The horizontal coordinates were scaled from a map and have
 LP0034.an estimated accuracy of +/- 6 seconds.
 LP0034
 LP0034.The orthometric height was determined by differential leveling and
 LP0034.adjusted by the NATIONAL GEODETIC SURVEY
 LP0034.in June 1991.
 LP0034
 LP0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0034.GEOID18 height accuracy estimate available here.
 LP0034
 LP0034.Click photographs - Photos may exist for this station.
 LP0034
 LP0034.The dynamic height is computed by dividing the NAVD 88
 LP0034.geopotential number by the normal gravity value computed on the
 LP0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0034.degrees latitude (g = 980.6199 gals.).
 LP0034
 LP0034.The modeled gravity was interpolated from observed gravity values.
 LP0034
 LP0034;                    North         East    Units  Estimated Accuracy
 LP0034;SPC UT C     - 2,205,860.      424,070.      MT  (+/- 180 meters Scaled)
 LP0034
 LP0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK815491(NAD 83)
 LP0034
 LP0034                          SUPERSEDED SURVEY CONTROL
 LP0034
 LP0034  NGVD 29 (??/??/92) 1600.941  (m)         5252.42   (f) ADJ UNCH    1 1
 LP0034
 LP0034.Superseded values are not recommended for survey control.
 LP0034
 LP0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0034.See file dsdata.pdf to determine how the superseded data were derived.
 LP0034
 LP0034_MARKER: Q = CHISELED SQUARE
 LP0034_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LP0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LP0034
 LP0034  HISTORY     - Date     Condition        Report By
 LP0034  HISTORY     - 1908     MONUMENTED       CGS
 LP0034  HISTORY     - 1934     GOOD             CGS
 LP0034  HISTORY     - 1970     GOOD             NGS
 LP0034
 LP0034                          STATION DESCRIPTION
 LP0034
 LP0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0034'IN FAUST.
 LP0034'AT FAUST, TOOELE COUNTY, ON THE UNION PACIFIC RAILROAD, ABOUT 1/2 MILE
 LP0034'SOUTH OF THE WATER TANK, ABOUT 10 POLES NORTH OF MILE POLE 723, ABOUT
 LP0034'100 YARDS NORTH OF SIGNAL 7234, ABOUT 101 FEET EAST OF THE CENTER LINE
 LP0034'OF THE MAIN TRACK, AND ABOUT 104 FEET NORTHEAST OF THE NORTHEAST
 LP0034'CORNER OF THE TELEGRAPH OFFICE.  THE BOTTOM OF A SQUARE HOLE
 LP0034'SURROUNDED BY THE LETTERS USBM, IN THE TOP OF A STONE POST.
 LP0034
 LP0034                          STATION RECOVERY (1970)
 LP0034
 LP0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LP0034'13.4 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LP0034'SIGN AT LOFGREEN, AT FAUST SIDING, 3 1/2 POLES NORTH OF A ROAD
 LP0034'CROSSING AND MILE POST 723.25, 188 1/2 FEET NORTH-NORTHEAST OF THE
 LP0034'FAUST SIDING SIGN, 101.0 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 LP0034'33 1/2 FEET NORTHEAST OF A POLE SUPPORTING A METAL BOX, 7 FEET WEST OF
 LP0034'THE CENTER LINE OF A TRACK ROAD, 1.6 FEET NORTH OF A WITNESS POST,
 LP0034'ABOUT LEVEL WITH THE TRACK, THE BOTTOM OF A SQUARE HOLE IN THE TOP OF
 LP0034'A STONE POST WHICH PROJECTS 0.5 FOOT.  THE SQUARE IS SURROUNDED BY THE
 LP0034'LETTERS USBM CUT IN THE POST.  SEC 27, T 5W, R 7S.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0189 ***********************************************************************
 HM0189  DESIGNATION -  Y 22
 HM0189  PID         -  HM0189
 HM0189  STATE/COUNTY-  UT/SAN JUAN
 HM0189  COUNTRY     -  US
 HM0189  USGS QUAD   -  BLANDING SOUTH (2017)
 HM0189
 HM0189                         *CURRENT SURVEY CONTROL
 HM0189  ______________________________________________________________________
 HM0189* NAD 83(1986) POSITION- 37 30 05.     (N) 109 29 07.     (W)   SCALED
 HM0189* NAVD 88 ORTHO HEIGHT -  1669.963 (meters)     5478.87  (feet) ADJUSTED
 HM0189  ______________________________________________________________________
 HM0189  GEOID HEIGHT    -        -20.376 (meters)                     GEOID18
 HM0189  DYNAMIC HEIGHT  -       1668.032 (meters)     5472.54  (feet) COMP
 HM0189  MODELED GRAVITY -    979,415.0   (mgal)                       NAVD 88
 HM0189
 HM0189  VERT ORDER      -  FIRST     CLASS II
 HM0189
 HM0189.The horizontal coordinates were scaled from a map and have
 HM0189.an estimated accuracy of +/- 6 seconds.
 HM0189
 HM0189.The orthometric height was determined by differential leveling and
 HM0189.adjusted by the NATIONAL GEODETIC SURVEY
 HM0189.in June 1991.
 HM0189
 HM0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0189.GEOID18 height accuracy estimate available here.
 HM0189
 HM0189.Click photographs - Photos may exist for this station.
 HM0189
 HM0189.The dynamic height is computed by dividing the NAVD 88
 HM0189.geopotential number by the normal gravity value computed on the
 HM0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0189.degrees latitude (g = 980.6199 gals.).
 HM0189
 HM0189.The modeled gravity was interpolated from observed gravity values.
 HM0189
 HM0189;                    North         East    Units  Estimated Accuracy
 HM0189;SPC UT S     - 3,094,560.      678,130.      MT  (+/- 180 meters Scaled)
 HM0189
 HM0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG338515(NAD 83)
 HM0189
 HM0189                          SUPERSEDED SURVEY CONTROL
 HM0189
 HM0189  NGVD 29 (??/??/92) 1668.934  (m)         5475.49   (f) ADJ UNCH    1 2
 HM0189
 HM0189.Superseded values are not recommended for survey control.
 HM0189
 HM0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0189.See file dsdata.pdf to determine how the superseded data were derived.
 HM0189
 HM0189_MARKER: DB = BENCH MARK DISK
 HM0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0189_STAMPING: Y 22 1933 5475.494
 HM0189_MARK LOGO: CGS
 HM0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0189+STABILITY: SURFACE MOTION
 HM0189
 HM0189  HISTORY     - Date     Condition        Report By
 HM0189  HISTORY     - 1933     MONUMENTED       CGS
 HM0189  HISTORY     - 1967     GOOD             CGS
 HM0189
 HM0189                          STATION DESCRIPTION
 HM0189
 HM0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HM0189'9.1 MI S FROM BLANDING.
 HM0189'9.1 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE INTERSECTION OF MAIN
 HM0189'AND CENTER STREETS AT BLANDING AT THE CREST OF A SMALL HILL AND AT A T
 HM0189'ROAD JUNCTION LEADING EAST.  145 FEET NORTH NORTHWEST OF POWER POLE.
 HM0189'33 FEET EAST OF THE CENTER LINE OF HIGHWAY.  36 FEET SOUTH OF CENTER
 HM0189'LINE OF THE TRACK ROAD, SET IN THE TOP OF A 10 BY 10 INCH CONCRETE
 HM0189'POST PROJECTING 0.3 FOOT ABOUT SAME ELEVATION AS HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0249 ***********************************************************************
 HM0249  DESIGNATION -  Y 23
 HM0249  PID         -  HM0249
 HM0249  STATE/COUNTY-  UT/SAN JUAN
 HM0249  COUNTRY     -  US
 HM0249  USGS QUAD   -  BLUFF SW (2017)
 HM0249
 HM0249                         *CURRENT SURVEY CONTROL
 HM0249  ______________________________________________________________________
 HM0249* NAD 83(1986) POSITION- 37 15 50.     (N) 109 43 47.     (W)   SCALED
 HM0249* NAVD 88 ORTHO HEIGHT -  1572.640 (meters)     5159.57  (feet) ADJUSTED
 HM0249  ______________________________________________________________________
 HM0249  GEOID HEIGHT    -        -20.653 (meters)                     GEOID18
 HM0249  DYNAMIC HEIGHT  -       1570.898 (meters)     5153.85  (feet) COMP
 HM0249  MODELED GRAVITY -    979,467.1   (mgal)                       NAVD 88
 HM0249
 HM0249  VERT ORDER      -  FIRST     CLASS II
 HM0249
 HM0249.The horizontal coordinates were scaled from a map and have
 HM0249.an estimated accuracy of +/- 6 seconds.
 HM0249
 HM0249.The orthometric height was determined by differential leveling and
 HM0249.adjusted by the NATIONAL GEODETIC SURVEY
 HM0249.in June 1991.
 HM0249
 HM0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0249.GEOID18 height accuracy estimate available here.
 HM0249
 HM0249.Click photographs - Photos may exist for this station.
 HM0249
 HM0249.The dynamic height is computed by dividing the NAVD 88
 HM0249.geopotential number by the normal gravity value computed on the
 HM0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0249.degrees latitude (g = 980.6199 gals.).
 HM0249
 HM0249.The modeled gravity was interpolated from observed gravity values.
 HM0249
 HM0249;                    North         East    Units  Estimated Accuracy
 HM0249;SPC UT S     - 3,067,770.      657,020.      MT  (+/- 180 meters Scaled)
 HM0249
 HM0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG126249(NAD 83)
 HM0249
 HM0249                          SUPERSEDED SURVEY CONTROL
 HM0249
 HM0249  NGVD 29 (??/??/92) 1571.730  (m)         5156.58   (f) ADJ UNCH    1 2
 HM0249
 HM0249.Superseded values are not recommended for survey control.
 HM0249
 HM0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0249.See file dsdata.pdf to determine how the superseded data were derived.
 HM0249
 HM0249_MARKER: DD = SURVEY DISK
 HM0249_SETTING: 66 = SET IN ROCK OUTCROP
 HM0249_STAMPING: 5157 Y 23 1933
 HM0249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0249+STABILITY: POSITION/ELEVATION WELL
 HM0249
 HM0249  HISTORY     - Date     Condition        Report By
 HM0249  HISTORY     - 1933     MONUMENTED       CGS
 HM0249  HISTORY     - 1962     GOOD             USGS
 HM0249  HISTORY     - 1983     MARK NOT FOUND   NGS
 HM0249
 HM0249                          STATION DESCRIPTION
 HM0249
 HM0249'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HM0249'13.5 MI SW FROM BLUFF.
 HM0249'13.5 MILES SOUTHWEST ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 HM0249'BLUFF, SAN JUAN COUNTY, 0.5 MILE SOUTHWEST ALONG HIGHWAY 47 FROM A
 HM0249'T-ROAD SOUTH, ON THE WEST SIDE OF A DRAIN, 332 FEET SOUTH AND 16 FEET
 HM0249'WEST OF A GALVANIZED CULVERT, 182 FEET SOUTH EAST OF THE CENTERLINE OF
 HM0249'THE HIGHWAY, IN BEDROCK, AND 4 FEET LOWER THAN THE HIGHWAY.  A
 HM0249'STANDARD DISK, STAMPED 5157 Y 23 1933.
 HM0249
 HM0249                          STATION RECOVERY (1983)
 HM0249
 HM0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HM0249'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0123 ***********************************************************************
 JO0123  DESIGNATION -  Y 231
 JO0123  PID         -  JO0123
 JO0123  STATE/COUNTY-  UT/BEAVER
 JO0123  COUNTRY     -  US
 JO0123  USGS QUAD   -  DELANO PEAK (2017)
 JO0123
 JO0123                         *CURRENT SURVEY CONTROL
 JO0123  ______________________________________________________________________
 JO0123* NAD 83(1986) POSITION- 38 16 05.     (N) 112 22 12.     (W)   SCALED
 JO0123* NAVD 88 ORTHO HEIGHT -  3112.231 (meters)    10210.71  (feet) ADJUSTED
 JO0123  ______________________________________________________________________
 JO0123  GEOID HEIGHT    -        -18.986 (meters)                     GEOID18
 JO0123  DYNAMIC HEIGHT  -       3108.033 (meters)    10196.94  (feet) COMP
 JO0123  MODELED GRAVITY -    979,165.1   (mgal)                       NAVD 88
 JO0123
 JO0123  VERT ORDER      -  SECOND    CLASS 0
 JO0123
 JO0123.The horizontal coordinates were scaled from a map and have
 JO0123.an estimated accuracy of +/- 6 seconds.
 JO0123
 JO0123.The orthometric height was determined by differential leveling and
 JO0123.adjusted by the NATIONAL GEODETIC SURVEY
 JO0123.in June 1991.
 JO0123
 JO0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0123.GEOID18 height accuracy estimate available here.
 JO0123
 JO0123.Click photographs - Photos may exist for this station.
 JO0123
 JO0123.The dynamic height is computed by dividing the NAVD 88
 JO0123.geopotential number by the normal gravity value computed on the
 JO0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0123.degrees latitude (g = 980.6199 gals.).
 JO0123
 JO0123.The modeled gravity was interpolated from observed gravity values.
 JO0123
 JO0123;                    North         East    Units  Estimated Accuracy
 JO0123;SPC UT S     - 3,178,090.      423,870.      MT  (+/- 180 meters Scaled)
 JO0123
 JO0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH801364(NAD 83)
 JO0123
 JO0123                          SUPERSEDED SURVEY CONTROL
 JO0123
 JO0123  NGVD 29 (??/??/92) 3110.617  (m)        10205.42   (f) ADJ UNCH    2 0
 JO0123
 JO0123.Superseded values are not recommended for survey control.
 JO0123
 JO0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0123.See file dsdata.pdf to determine how the superseded data were derived.
 JO0123
 JO0123_MARKER: DB = BENCH MARK DISK
 JO0123_SETTING: 66 = SET IN ROCK OUTCROP
 JO0123_STAMPING: Y 231 1935
 JO0123_MARK LOGO: CGS
 JO0123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0123+STABILITY: POSITION/ELEVATION WELL
 JO0123
 JO0123  HISTORY     - Date     Condition        Report By
 JO0123  HISTORY     - 1935     MONUMENTED       CGS
 JO0123  HISTORY     - 1975     GOOD             USGS
 JO0123
 JO0123                          STATION DESCRIPTION
 JO0123
 JO0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JO0123'14.6 MI W FROM JUNCTION.
 JO0123'IN BEAVER COUNTY, ABOUT 14.6 MILES WEST ALONG STATE HIGHWAY 21 FROM
 JO0123'JUNCTION, PIUTE COUNTY, ABOUT 56 FEET WEST OF THE CENTER LINE OF THE
 JO0123'HIGHWAY, 40 FEET EAST OF A 20-INCH TREE, AND IN THE TOP OF A SANDSTONE
 JO0123'OUTCROP.  A STANDARD DISK, STAMPED Y 231 1935.
 JO0123
 JO0123                          STATION RECOVERY (1975)
 JO0123
 JO0123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0123'IN BEAVER COUNTY, ABOUT 15.7 MILES WEST ALONG STATE HIGHWAY 153 FROM
 JO0123'JUNCTION, PIUTE COUNTY, ABOUT 56 FEET WEST OF THE CENTER LINE OF THE
 JO0123'HIGHWAY, 40 FEET EAST OF A 20-INCH PINE TREE, AND IN THE TOP OF A
 JO0123'SANDSTONE OUTCROP. A STANDARD DISK, STAMPED Y 231 1935.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0178 ***********************************************************************
 HN0178  DESIGNATION -  Y 24
 HN0178  PID         -  HN0178
 HN0178  STATE/COUNTY-  UT/SAN JUAN
 HN0178  COUNTRY     -  US
 HN0178  USGS QUAD   -  GOULDING (2017)
 HN0178
 HN0178                         *CURRENT SURVEY CONTROL
 HN0178  ______________________________________________________________________
 HN0178* NAD 83(1994) POSITION- 37 00 20.09276(N) 110 10 22.00488(W)   ADJUSTED
 HN0178* NAVD 88 ORTHO HEIGHT -  1579.125 (meters)     5180.85  (feet) ADJUSTED
 HN0178  ______________________________________________________________________
 HN0178  GEOID HEIGHT    -        -20.928 (meters)                     GEOID18
 HN0178  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 HN0178  DYNAMIC HEIGHT  -       1577.314 (meters)     5174.90  (feet) COMP
 HN0178  MODELED GRAVITY -    979,428.4   (mgal)                       NAVD 88
 HN0178
 HN0178  HORZ ORDER      -  SECOND
 HN0178  VERT ORDER      -  FIRST     CLASS II
 HN0178
 HN0178.The horizontal coordinates were established by classical geodetic methods
 HN0178.and adjusted by the National Geodetic Survey in November 1997.
 HN0178
 HN0178.The orthometric height was determined by differential leveling and
 HN0178.adjusted by the NATIONAL GEODETIC SURVEY
 HN0178.in June 1991.
 HN0178
 HN0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0178.GEOID18 height accuracy estimate available here.
 HN0178
 HN0178.Click photographs - Photos may exist for this station.
 HN0178
 HN0178.The Laplace correction was computed from DEFLEC18 derived deflections.
 HN0178
 HN0178.The dynamic height is computed by dividing the NAVD 88
 HN0178.geopotential number by the normal gravity value computed on the
 HN0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0178.degrees latitude (g = 980.6199 gals.).
 HN0178
 HN0178.The modeled gravity was interpolated from observed gravity values.
 HN0178
 HN0178. The following values were computed from the NAD 83(1994) position.
 HN0178
 HN0178;                    North         East     Units Scale Factor Converg.
 HN0178;SPC UT S     - 3,038,452.536   618,130.614   MT  1.00004289   +0 48 47.4
 HN0178;SPC UT S     - 9,968,656.36  2,027,983.52   sFT  1.00004289   +0 48 47.4
 HN0178;UTM  12      - 4,095,811.320   573,598.190   MT  0.99966673   +0 29 52.5
 HN0178
 HN0178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HN0178!SPC UT S     -   0.99975553  x   1.00004289  =   0.99979841
 HN0178!UTM  12      -   0.99975553  x   0.99966673  =   0.99942234
 HN0178
 HN0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWF7359895811(NAD 83)
 HN0178
 HN0178                          SUPERSEDED SURVEY CONTROL
 HN0178
 HN0178  NAD 83(1992)-  37 00 20.09036(N)    110 10 22.00682(W) AD(       ) 2
 HN0178  NAD 83(1986)-  37 00 20.09034(N)    110 10 22.00606(W) AD(       ) 2
 HN0178  NAD 27      -  37 00 20.08500(N)    110 10 19.55300(W) AD(       ) 2
 HN0178  NGVD 29 (??/??/92) 1578.225  (m)         5177.89   (f) ADJ UNCH    1 2
 HN0178  NGVD 29            1578.22   (m)         5177.9    (f) LEVELING    3  
 HN0178
 HN0178.Superseded values are not recommended for survey control.
 HN0178
 HN0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HN0178.See file dsdata.pdf to determine how the superseded data were derived.
 HN0178
 HN0178_MARKER: DB = BENCH MARK DISK
 HN0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HN0178_STAMPING: 5177.893 Y 24 1933
 HN0178_MARK LOGO: CGS
 HN0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HN0178+STABILITY: SURFACE MOTION
 HN0178
 HN0178  HISTORY     - Date     Condition        Report By
 HN0178  HISTORY     - 1933     MONUMENTED       CGS
 HN0178  HISTORY     - 1951     GOOD             CGS
 HN0178  HISTORY     - 1965     GOOD             CGS
 HN0178  HISTORY     - 1983     MARK NOT FOUND   NGS
 HN0178  HISTORY     - 19860206 MARK NOT FOUND   USGS
 HN0178  HISTORY     - 19860409 POOR             USGS
 HN0178
 HN0178                          STATION DESCRIPTION
 HN0178
 HN0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HN0178'23.2 MILES SOUTHWEST ALONG THE ROAD TO KAYENTA FROM THE NEVILLS STONE
 HN0178'HOUSE AT MEXICAN HAT, SAN JUAN COUNTY, AT THE JUNCTION OF A ROAD
 HN0178'LEADING TO GOULDINGS TRADING POST, 165 YARDS NORTHEAST OF GOULDINGS
 HN0178'SIGN, 115 YARDS SOUTHWEST OF A WASH, AND 214 FEET EAST OF THE ROAD. A
 HN0178'STANDARD DISK, STAMPED 5177.893 Y 24 1933 AND SET IN THE TOP OF A
 HN0178'CONCRETE POST.
 HN0178
 HN0178                          STATION RECOVERY (1951)
 HN0178
 HN0178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 HN0178'THE STATION MONUMENT IS LOCATED ALONG THE EAST SIDE OF STATE HIGHWAY
 HN0178'64 AND AT THE JUNCTION OF THE GOULDING TRADING POST ROAD, ABOUT
 HN0178'1-1/2 MILES EAST OF GOULDINGS TRADING POST, 485 FEET NORTHEAST
 HN0178'OF GOULDINGS TRADING POST SIGN, 500 FEET SOUTHWEST OF MITCHELL
 HN0178'BUTTE WASH, 214 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 HN0178'64 AND 8 FEET EAST OF A WHITE WITNESS POST.
 HN0178'
 HN0178'TO REACH, FROM GOULDINGS TRADING POST, GO NORTH AND EAST 1.8
 HN0178'MILES TO STATE HIGHWAY 64.  TURN LEFT, AND GO NORTH 0.05 MILE
 HN0178'TO THE STATION.
 HN0178'
 HN0178'REFERENCE MARK NUMBER 1 IS A STANDARD U.S. COAST AND GEODETIC
 HN0178'SURVEY BENCH MARK DISK, STAMPED 5177.893 Y 24 1933, SET IN
 HN0178'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HN0178'ABOUT 1 INCH AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 HN0178
 HN0178                          STATION RECOVERY (1965)
 HN0178
 HN0178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HN0178'RECOVERED IN GOOD CONDITION.
 HN0178
 HN0178                          STATION RECOVERY (1983)
 HN0178
 HN0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HN0178'MARK NOT FOUND.
 HN0178
 HN0178                          STATION RECOVERY (1986)
 HN0178
 HN0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RV)
 HN0178'MARK NOT FOUND.
 HN0178
 HN0178                          STATION RECOVERY (1986)
 HN0178
 HN0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DLL)
 HN0178'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0174 ***********************************************************************
 JN0174  DESIGNATION -  Y 25
 JN0174  PID         -  JN0174
 JN0174  STATE/COUNTY-  UT/WAYNE
 JN0174  COUNTRY     -  US
 JN0174  USGS QUAD   -  TORREY (2017)
 JN0174
 JN0174                         *CURRENT SURVEY CONTROL
 JN0174  ______________________________________________________________________
 JN0174* NAD 83(1986) POSITION- 38 18 21.     (N) 111 29 33.     (W)   SCALED
 JN0174* NAVD 88 ORTHO HEIGHT -  2094.407 (meters)     6871.40  (feet) ADJUSTED
 JN0174  ______________________________________________________________________
 JN0174  GEOID HEIGHT    -        -17.812 (meters)                     GEOID18
 JN0174  DYNAMIC HEIGHT  -       2091.998 (meters)     6863.50  (feet) COMP
 JN0174  MODELED GRAVITY -    979,403.0   (mgal)                       NAVD 88
 JN0174
 JN0174  VERT ORDER      -  FIRST     CLASS II
 JN0174
 JN0174.The horizontal coordinates were scaled from a map and have
 JN0174.an estimated accuracy of +/- 6 seconds.
 JN0174
 JN0174.The orthometric height was determined by differential leveling and
 JN0174.adjusted by the NATIONAL GEODETIC SURVEY
 JN0174.in June 1991.
 JN0174
 JN0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0174.GEOID18 height accuracy estimate available here.
 JN0174
 JN0174.Click photographs - Photos may exist for this station.
 JN0174
 JN0174.The dynamic height is computed by dividing the NAVD 88
 JN0174.geopotential number by the normal gravity value computed on the
 JN0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0174.degrees latitude (g = 980.6199 gals.).
 JN0174
 JN0174.The modeled gravity was interpolated from observed gravity values.
 JN0174
 JN0174;                    North         East    Units  Estimated Accuracy
 JN0174;SPC UT S     - 3,181,930.      500,660.      MT  (+/- 180 meters Scaled)
 JN0174
 JN0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH569398(NAD 83)
 JN0174
 JN0174                          SUPERSEDED SURVEY CONTROL
 JN0174
 JN0174  NGVD 29 (??/??/92) 2093.158  (m)         6867.30   (f) ADJ UNCH    1 2
 JN0174
 JN0174.Superseded values are not recommended for survey control.
 JN0174
 JN0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0174.See file dsdata.pdf to determine how the superseded data were derived.
 JN0174
 JN0174_MARKER: DB = BENCH MARK DISK
 JN0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0174_STAMPING: Y 25 1934
 JN0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0174+STABILITY: SURFACE MOTION
 JN0174
 JN0174  HISTORY     - Date     Condition        Report By
 JN0174  HISTORY     - 1934     MONUMENTED       CGS
 JN0174  HISTORY     - 1960     MARK NOT FOUND   CGS
 JN0174  HISTORY     - 1979     MARK NOT FOUND   USGS
 JN0174
 JN0174                          STATION DESCRIPTION
 JN0174
 JN0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0174'4 MI E FROM BICKNELL.
 JN0174'4.0 MILES EAST ALONG STATE HIGHWAY 24 FROM THE PUBLIC SCHOOL AT
 JN0174'BICKNELL, WAYNE COUNTY, 0.3 MILE EAST OF A LARGE WHITE FARMHOUSE ON
 JN0174'THE WEST SIDE OF THE HIGHWAY, 44 FEET NORTH OF THE CENTERLINE OF THE
 JN0174'HIGHWAY, AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED Y 25
 JN0174'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT LOOKED LIKE A
 JN0174'ROADGRADER HAD BLADED ALONG THE FENCE LINE IN THE VICINITY, THE MARK
 JN0174'SHOULD HAVE BEEN LOCATED.
 JN0174
 JN0174                          STATION RECOVERY (1960)
 JN0174
 JN0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JN0174'MARK NOT FOUND.
 JN0174
 JN0174                          STATION RECOVERY (1979)
 JN0174
 JN0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JN0174'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0265 ***********************************************************************
 LN0265  DESIGNATION -  Y 26
 LN0265  PID         -  LN0265
 LN0265  STATE/COUNTY-  UT/UINTAH
 LN0265  COUNTRY     -  US
 LN0265  USGS QUAD   -  RED WASH (2017)
 LN0265
 LN0265                         *CURRENT SURVEY CONTROL
 LN0265  ______________________________________________________________________
 LN0265* NAD 83(1986) POSITION- 40 09 47.2    (N) 109 18 45.4    (W)   HD_HELD2
 LN0265* NAVD 88 ORTHO HEIGHT -  1650.942 (meters)     5416.47  (feet) ADJUSTED
 LN0265  ______________________________________________________________________
 LN0265  GEOID HEIGHT    -        -17.472 (meters)                     GEOID18
 LN0265  DYNAMIC HEIGHT  -       1649.402 (meters)     5411.41  (feet) COMP
 LN0265  MODELED GRAVITY -    979,635.2   (mgal)                       NAVD 88
 LN0265
 LN0265  VERT ORDER      -  FIRST     CLASS II
 LN0265
 LN0265.The horizontal coordinates were established by autonomous hand held GPS
 LN0265.observations and have an estimated accuracy of +/- 10 meters.
 LN0265
 LN0265.The orthometric height was determined by differential leveling and
 LN0265.adjusted by the NATIONAL GEODETIC SURVEY
 LN0265.in June 1991.
 LN0265
 LN0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0265.GEOID18 height accuracy estimate available here.
 LN0265
 LN0265.Click photographs - Photos may exist for this station.
 LN0265
 LN0265.The dynamic height is computed by dividing the NAVD 88
 LN0265.geopotential number by the normal gravity value computed on the
 LN0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0265.degrees latitude (g = 980.6199 gals.).
 LN0265
 LN0265.The modeled gravity was interpolated from observed gravity values.
 LN0265
 LN0265;                    North         East    Units  Estimated Accuracy
 LN0265;SPC UT C     - 2,205,419.      686,310.      MT  (+/- 10 meters HH2 GPS)
 LN0265
 LN0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK4369547226(NAD 83)
 LN0265
 LN0265                          SUPERSEDED SURVEY CONTROL
 LN0265
 LN0265  NGVD 29 (??/??/92) 1649.716  (m)         5412.44   (f) ADJ UNCH    1 2
 LN0265
 LN0265.Superseded values are not recommended for survey control.
 LN0265
 LN0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0265.See file dsdata.pdf to determine how the superseded data were derived.
 LN0265
 LN0265_MARKER: DB = BENCH MARK DISK
 LN0265_SETTING: 66 = SET IN ROCK OUTCROP
 LN0265_STAMPING: 5412.443 Y 26 1933
 LN0265_MARK LOGO: CGS
 LN0265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0265+STABILITY: POSITION/ELEVATION WELL
 LN0265
 LN0265  HISTORY     - Date     Condition        Report By
 LN0265  HISTORY     - 1933     MONUMENTED       CGS
 LN0265  HISTORY     - 1981     GOOD             NGS
 LN0265
 LN0265                          STATION DESCRIPTION
 LN0265
 LN0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0265'13.4 MI NW FROM BONANZA.
 LN0265'ABOUT 13.4 MILES NORTHWEST ALONG THE WATSON-JENSEN ROAD FROM BONANZA,
 LN0265'UINTAH COUNTY, ABOUT 3.9 MILES WEST OF AN ABANDONED STAGE STATION,
 LN0265'ABOUT 0.2 MILE SOUTHEAST OF A GULCH CROSSING, ABOUT 150 FEET SOUTHWEST
 LN0265'OF A ROW OF POLES, ABOUT 60 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LN0265'ROAD, AND IN A WHITE SANDSTONE OUTCROP WHICH STRIKES EAST AND WEST AND
 LN0265'DIPS NORTH.  A STANDARD DISK, STAMPED 5412.443 Y 26 1933.
 LN0265
 LN0265                          STATION RECOVERY (1981)
 LN0265
 LN0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LN0265'A WITNESS POST WAS SET NEAR THE MARK AT THIS TIME AND NEW
 LN0265'MEASUREMENTS ARE GIVEN. THE BENCH MARK IS 37.2 M (122 FEET) SOUTHEAST
 LN0265'FROM THE CENTER OF THE NEW ROAD BEING BUILT AND 1.7 M (5.5 FEET) WEST
 LN0265'FROM A JUNIPER TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0197 ***********************************************************************
 LN0197  DESIGNATION -  Y 27
 LN0197  PID         -  LN0197
 LN0197  STATE/COUNTY-  UT/UINTAH
 LN0197  COUNTRY     -  US
 LN0197  USGS QUAD   -  STEINAKER RESERVOIR (2017)
 LN0197
 LN0197                         *CURRENT SURVEY CONTROL
 LN0197  ______________________________________________________________________
 LN0197* NAD 83(1986) POSITION- 40 33 23.     (N) 109 30 46.     (W)   SCALED
 LN0197* NAVD 88 ORTHO HEIGHT -  1733.154 (meters)     5686.19  (feet) ADJUSTED
 LN0197  ______________________________________________________________________
 LN0197  GEOID HEIGHT    -        -15.779 (meters)                     GEOID18
 LN0197  DYNAMIC HEIGHT  -       1731.562 (meters)     5680.97  (feet) COMP
 LN0197  MODELED GRAVITY -    979,645.6   (mgal)                       NAVD 88
 LN0197
 LN0197  VERT ORDER      -  FIRST     CLASS II
 LN0197
 LN0197.The horizontal coordinates were scaled from a map and have
 LN0197.an estimated accuracy of +/- 6 seconds.
 LN0197
 LN0197.The orthometric height was determined by differential leveling and
 LN0197.adjusted by the NATIONAL GEODETIC SURVEY
 LN0197.in June 1991.
 LN0197
 LN0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0197.GEOID18 height accuracy estimate available here.
 LN0197
 LN0197.Click photographs - Photos may exist for this station.
 LN0197
 LN0197.The dynamic height is computed by dividing the NAVD 88
 LN0197.geopotential number by the normal gravity value computed on the
 LN0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0197.degrees latitude (g = 980.6199 gals.).
 LN0197
 LN0197.The modeled gravity was interpolated from observed gravity values.
 LN0197
 LN0197;                    North         East    Units  Estimated Accuracy
 LN0197;SPC UT C     - 2,248,680.      668,290.      MT  (+/- 180 meters Scaled)
 LN0197
 LN0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK259905(NAD 83)
 LN0197
 LN0197                          SUPERSEDED SURVEY CONTROL
 LN0197
 LN0197  NGVD 29 (??/??/92) 1731.878  (m)         5682.00   (f) ADJ UNCH    1 2
 LN0197
 LN0197.Superseded values are not recommended for survey control.
 LN0197
 LN0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0197.See file dsdata.pdf to determine how the superseded data were derived.
 LN0197
 LN0197_MARKER: DB = BENCH MARK DISK
 LN0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0197_STAMPING: 5682.003 Y 27 1933
 LN0197_MARK LOGO: CGS
 LN0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0197+STABILITY: SURFACE MOTION
 LN0197
 LN0197  HISTORY     - Date     Condition        Report By
 LN0197  HISTORY     - 1933     MONUMENTED       CGS
 LN0197  HISTORY     - 1964     MARK NOT FOUND   USGS
 LN0197  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0197
 LN0197                          STATION DESCRIPTION
 LN0197
 LN0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0197'8.5 MI N FROM VERNAL.
 LN0197'ABOUT 8.5 MILES NORTH ALONG STATE HIGHWAY 44 FROM VERNAL, UINTAH
 LN0197'COUNTY, ABOUT 2.1 MILES SOUTH OF A SADDLEBACK AT THE HEAD OF STEINAKER
 LN0197'DRAW, ABOUT 400 FEET NORTH OF THE POINT OF A CLIFF WITH A PROMINENT
 LN0197'SANDSTONE OUTCROP, ABOUT 200 FEET NORTH OF A SMALL ROCKY MOUND, AND
 LN0197'ABOUT 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 LN0197'DISK, STAMPED 5682.003 Y 27 1933 AND SET IN THE TOP OF A CONCRETE
 LN0197'POST.
 LN0197
 LN0197                          STATION RECOVERY (1964)
 LN0197
 LN0197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LN0197'MARK NOT FOUND.
 LN0197
 LN0197                          STATION RECOVERY (1984)
 LN0197
 LN0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0197'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0333 ***********************************************************************
 LN0333  DESIGNATION -  Y 28
 LN0333  PID         -  LN0333
 LN0333  STATE/COUNTY-  UT/DAGGETT
 LN0333  COUNTRY     -  US
 LN0333  USGS QUAD   -  ELK PARK (2017)
 LN0333
 LN0333                         *CURRENT SURVEY CONTROL
 LN0333  ______________________________________________________________________
 LN0333* NAD 83(1986) POSITION- 40 51 10.     (N) 109 42 49.     (W)   SCALED
 LN0333* NAVD 88 ORTHO HEIGHT -  2456.273 (meters)     8058.62  (feet) ADJUSTED
 LN0333  ______________________________________________________________________
 LN0333  GEOID HEIGHT    -        -13.211 (meters)                     GEOID18
 LN0333  DYNAMIC HEIGHT  -       2453.925 (meters)     8050.92  (feet) COMP
 LN0333  MODELED GRAVITY -    979,578.5   (mgal)                       NAVD 88
 LN0333
 LN0333  VERT ORDER      -  FIRST     CLASS II
 LN0333
 LN0333.The horizontal coordinates were scaled from a map and have
 LN0333.an estimated accuracy of +/- 6 seconds.
 LN0333
 LN0333.The orthometric height was determined by differential leveling and
 LN0333.adjusted by the NATIONAL GEODETIC SURVEY
 LN0333.in June 1991.
 LN0333
 LN0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0333.GEOID18 height accuracy estimate available here.
 LN0333
 LN0333.Click photographs - Photos may exist for this station.
 LN0333
 LN0333.The dynamic height is computed by dividing the NAVD 88
 LN0333.geopotential number by the normal gravity value computed on the
 LN0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0333.degrees latitude (g = 980.6199 gals.).
 LN0333
 LN0333.The modeled gravity was interpolated from observed gravity values.
 LN0333
 LN0333;                    North         East    Units  Estimated Accuracy
 LN0333;SPC UT N     - 1,059,230.      650,620.      MT  (+/- 180 meters Scaled)
 LN0333
 LN0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL084232(NAD 83)
 LN0333
 LN0333                          SUPERSEDED SURVEY CONTROL
 LN0333
 LN0333  NGVD 29 (??/??/92) 2454.933  (m)         8054.23   (f) ADJ UNCH    1 2
 LN0333
 LN0333.Superseded values are not recommended for survey control.
 LN0333
 LN0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0333.See file dsdata.pdf to determine how the superseded data were derived.
 LN0333
 LN0333_MARKER: DB = BENCH MARK DISK
 LN0333_SETTING: 66 = SET IN ROCK OUTCROP
 LN0333_STAMPING: 8054.226 Y 28 1933
 LN0333_MARK LOGO: CGS
 LN0333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0333+STABILITY: POSITION/ELEVATION WELL
 LN0333
 LN0333  HISTORY     - Date     Condition        Report By
 LN0333  HISTORY     - 1933     MONUMENTED       CGS
 LN0333  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0333
 LN0333                          STATION DESCRIPTION
 LN0333
 LN0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LN0333'21.5 MI S FROM MANILA.
 LN0333'ABOUT 21.5 MILES SOUTH ALONG STATE HIGHWAY 44 FROM MANILA, DAGGETT
 LN0333'COUNTY, ABOUT 2.0 MILES EAST OF THE CARTER CREEK BRIDGE, IN THE WEST
 LN0333'END OF ELK PARK, ABOUT 0.2 MILE WEST OF A SWAMP AT THE JUNCTION OF A
 LN0333'TRAIL LEADING TO SUMMIT SPRINGS, ON THE CROWN OF A WOODED RIDGE, ABOUT
 LN0333'15 FEET NORTHEAST OF A CUBIC SANDSTONE ROCK PROJECTING 10 FEET ABOVE
 LN0333'THE GROUND, ABOUT 50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN
 LN0333'THE TOP OF A SANDSTONE LEDGE ABOUT 1 FOOT HIGHER THAN THE GROUND, AND
 LN0333'NEAR THE PAINTED LETTERS B.M.  A STANDARD DISK, STAMPED 8054.226 Y 28
 LN0333'1933.
 LN0333
 LN0333                          STATION RECOVERY (1984)
 LN0333
 LN0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0333'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0189 ***********************************************************************
 JN0189  DESIGNATION -  Y 29
 JN0189  PID         -  JN0189
 JN0189  STATE/COUNTY-  UT/WAYNE
 JN0189  COUNTRY     -  US
 JN0189  USGS QUAD   -  LOA (2017)
 JN0189
 JN0189                         *CURRENT SURVEY CONTROL
 JN0189  ______________________________________________________________________
 JN0189* NAD 83(1986) POSITION- 38 25 53.6    (N) 111 42 59.5    (W)   HD_HELD2
 JN0189* NAVD 88 ORTHO HEIGHT -  2368.213 (meters)     7769.71  (feet) ADJUSTED
 JN0189  ______________________________________________________________________
 JN0189  GEOID HEIGHT    -        -17.666 (meters)                     GEOID18
 JN0189  DYNAMIC HEIGHT  -       2365.390 (meters)     7760.45  (feet) COMP
 JN0189  MODELED GRAVITY -    979,350.4   (mgal)                       NAVD 88
 JN0189
 JN0189  VERT ORDER      -  FIRST     CLASS II
 JN0189
 JN0189.The horizontal coordinates were established by autonomous hand held GPS
 JN0189.observations and have an estimated accuracy of +/- 10 meters.
 JN0189
 JN0189.The orthometric height was determined by differential leveling and
 JN0189.adjusted by the NATIONAL GEODETIC SURVEY
 JN0189.in June 1991.
 JN0189
 JN0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0189.GEOID18 height accuracy estimate available here.
 JN0189
 JN0189.Click photographs - Photos may exist for this station.
 JN0189
 JN0189.The dynamic height is computed by dividing the NAVD 88
 JN0189.geopotential number by the normal gravity value computed on the
 JN0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0189.degrees latitude (g = 980.6199 gals.).
 JN0189
 JN0189.The modeled gravity was interpolated from observed gravity values.
 JN0189
 JN0189;                    North         East    Units  Estimated Accuracy
 JN0189;SPC UT S     - 3,195,903.      481,094.      MT  (+/- 10 meters HH2 GPS)
 JN0189
 JN0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH3746053941(NAD 83)
 JN0189
 JN0189                          SUPERSEDED SURVEY CONTROL
 JN0189
 JN0189  NGVD 29 (??/??/92) 2366.842  (m)         7765.21   (f) ADJ UNCH    1 2
 JN0189
 JN0189.Superseded values are not recommended for survey control.
 JN0189
 JN0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0189.See file dsdata.pdf to determine how the superseded data were derived.
 JN0189
 JN0189_MARKER: DB = BENCH MARK DISK
 JN0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0189_STAMPING: Y 29 1934
 JN0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0189+STABILITY: SURFACE MOTION
 JN0189
 JN0189  HISTORY     - Date     Condition        Report By
 JN0189  HISTORY     - 1934     MONUMENTED       CGS
 JN0189  HISTORY     - 1963     GOOD             CGS
 JN0189
 JN0189                          STATION DESCRIPTION
 JN0189
 JN0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JN0189'5.4 MI NW FROM LOA.
 JN0189'5.4 MILES NORTHWEST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE AT
 JN0189'LOA, 161 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 485 FEET
 JN0189'NORTHWEST OF A LARGE CEDAR TREE, 66 1/2 FEET SOUTHWEST OF A POWER LINE
 JN0189'POLE, 35 FEET SOUTH OF THE CENTER LINE OF A DIM TRACK ROAD, ABOUT 5
 JN0189'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JN0189'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0005 ***********************************************************************
 KO0005  DESIGNATION -  Y 3
 KO0005  PID         -  KO0005
 KO0005  STATE/COUNTY-  UT/MILLARD
 KO0005  COUNTRY     -  US
 KO0005  USGS QUAD   -  LYNNDYL EAST (2017)
 KO0005
 KO0005                         *CURRENT SURVEY CONTROL
 KO0005  ______________________________________________________________________
 KO0005* NAD 83(1986) POSITION- 39 32 46.     (N) 112 21 35.     (W)   SCALED
 KO0005* NAVD 88 ORTHO HEIGHT -  1459.818 (meters)     4789.42  (feet) ADJUSTED
 KO0005  ______________________________________________________________________
 KO0005  GEOID HEIGHT    -        -18.510 (meters)                     GEOID18
 KO0005  DYNAMIC HEIGHT  -       1458.503 (meters)     4785.11  (feet) COMP
 KO0005  MODELED GRAVITY -    979,674.5   (mgal)                       NAVD 88
 KO0005
 KO0005  VERT ORDER      -  FIRST     CLASS II
 KO0005
 KO0005.The horizontal coordinates were scaled from a map and have
 KO0005.an estimated accuracy of +/- 6 seconds.
 KO0005
 KO0005.The orthometric height was determined by differential leveling and
 KO0005.adjusted by the NATIONAL GEODETIC SURVEY
 KO0005.in June 1991.
 KO0005
 KO0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0005.GEOID18 height accuracy estimate available here.
 KO0005
 KO0005.Click photographs - Photos may exist for this station.
 KO0005
 KO0005.The dynamic height is computed by dividing the NAVD 88
 KO0005.geopotential number by the normal gravity value computed on the
 KO0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0005.degrees latitude (g = 980.6199 gals.).
 KO0005
 KO0005.The modeled gravity was interpolated from observed gravity values.
 KO0005
 KO0005;                    North         East    Units  Estimated Accuracy
 KO0005;SPC UT C     - 2,135,000.      426,110.      MT  (+/- 180 meters Scaled)
 KO0005
 KO0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ831782(NAD 83)
 KO0005
 KO0005                          SUPERSEDED SURVEY CONTROL
 KO0005
 KO0005  NGVD 29 (??/??/92) 1458.657  (m)         4785.61   (f) ADJ UNCH    1 2
 KO0005
 KO0005.Superseded values are not recommended for survey control.
 KO0005
 KO0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0005.See file dsdata.pdf to determine how the superseded data were derived.
 KO0005
 KO0005_MARKER: B = BOLT
 KO0005_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KO0005_SP_SET: CULVERT HEADWALL
 KO0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0005+STABILITY: SURFACE MOTION
 KO0005
 KO0005  HISTORY     - Date     Condition        Report By
 KO0005  HISTORY     - 1908     MONUMENTED       CGS
 KO0005  HISTORY     - 1949     GOOD             CGS
 KO0005  HISTORY     - 1970     MARK NOT FOUND   NGS
 KO0005
 KO0005                          STATION DESCRIPTION
 KO0005
 KO0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KO0005'1.9 MI N FROM LYNNDYL.
 KO0005'ABOUT 1.9 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 KO0005'STATION AT LYNNDYL, MILLARD COUNTY, ABOUT 5 POLES SOUTH OF MILE POLE
 KO0005'668, AT CULVERT 667.80, IN THE SOUTH END OF THE EAST HEAD WALL, ABOUT
 KO0005'4 INCHES FROM THE FACE OF THE HEAD WALL, ABOUT 6 INCHES FROM THE ANGLE
 KO0005'WITH THE WINGWALL, AND ABOUT 12 FEET EAST OF THE CENTER LINE OF THE
 KO0005'TRACK.  A BRASS BOLT SURROUNDED BY THE LETTERS US.
 KO0005
 KO0005                          STATION RECOVERY (1970)
 KO0005
 KO0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KO0005'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0002 ***********************************************************************
 JO0002  DESIGNATION -  Y 30
 JO0002  PID         -  JO0002
 JO0002  STATE/COUNTY-  UT/SEVIER
 JO0002  COUNTRY     -  US
 JO0002  USGS QUAD   -  RICHFIELD (2017)
 JO0002
 JO0002                         *CURRENT SURVEY CONTROL
 JO0002  ______________________________________________________________________
 JO0002* NAD 83(1986) POSITION- 38 49 04.     (N) 112 00 25.     (W)   SCALED
 JO0002* NAVD 88 ORTHO HEIGHT -  1600.053 (meters)     5249.51  (feet) ADJUSTED
 JO0002  ______________________________________________________________________
 JO0002  GEOID HEIGHT    -        -18.803 (meters)                     GEOID18
 JO0002  DYNAMIC HEIGHT  -       1598.346 (meters)     5243.91  (feet) COMP
 JO0002  MODELED GRAVITY -    979,506.0   (mgal)                       NAVD 88
 JO0002
 JO0002  VERT ORDER      -  FIRST     CLASS II
 JO0002
 JO0002.The horizontal coordinates were scaled from a map and have
 JO0002.an estimated accuracy of +/- 6 seconds.
 JO0002
 JO0002.The orthometric height was determined by differential leveling and
 JO0002.adjusted by the NATIONAL GEODETIC SURVEY
 JO0002.in June 1991.
 JO0002
 JO0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0002.GEOID18 height accuracy estimate available here.
 JO0002
 JO0002.Click photographs - Photos may exist for this station.
 JO0002
 JO0002.The dynamic height is computed by dividing the NAVD 88
 JO0002.geopotential number by the normal gravity value computed on the
 JO0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0002.degrees latitude (g = 980.6199 gals.).
 JO0002
 JO0002.The modeled gravity was interpolated from observed gravity values.
 JO0002
 JO0002;                    North         East    Units  Estimated Accuracy
 JO0002;SPC UT C     - 2,053,910.      455,970.      MT  (+/- 180 meters Scaled)
 JO0002
 JO0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH125970(NAD 83)
 JO0002
 JO0002                          SUPERSEDED SURVEY CONTROL
 JO0002
 JO0002  NGVD 29 (??/??/92) 1598.843  (m)         5245.54   (f) ADJ UNCH    1 2
 JO0002
 JO0002.Superseded values are not recommended for survey control.
 JO0002
 JO0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0002.See file dsdata.pdf to determine how the superseded data were derived.
 JO0002
 JO0002_MARKER: DB = BENCH MARK DISK
 JO0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0002_STAMPING: Y 30 1934
 JO0002_MARK LOGO: CGS
 JO0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0002+STABILITY: SURFACE MOTION
 JO0002
 JO0002  HISTORY     - Date     Condition        Report By
 JO0002  HISTORY     - 1934     MONUMENTED       CGS
 JO0002  HISTORY     - 1961     MARK NOT FOUND   CGS
 JO0002
 JO0002                          STATION DESCRIPTION
 JO0002
 JO0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0002'2.6 MI S FROM SIGURD.
 JO0002'2.6 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JO0002'THE STATION AT SIGUARD, SEVIER COUNTY, 455 FEET NORTH OF MILEPOST 99,
 JO0002'110 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 30 FEET NORTHWEST
 JO0002'OF THE CENTERLINE OF U.S. HIGHWAY 89, AND 25 FEET NORTH OF A ROAD
 JO0002'LEADING WEST.  A STANDARD DISK, STAMPED Y 30 1934 AND SET IN THE TOP
 JO0002'OF A CONCRETE POST.
 JO0002
 JO0002                          STATION RECOVERY (1961)
 JO0002
 JO0002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JO0002'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0170 ***********************************************************************
 JO0170  DESIGNATION -  Y 32
 JO0170  PID         -  JO0170
 JO0170  STATE/COUNTY-  UT/BEAVER
 JO0170  COUNTRY     -  US
 JO0170  USGS QUAD   -  CAVE CANYON (2017)
 JO0170
 JO0170                         *CURRENT SURVEY CONTROL
 JO0170  ______________________________________________________________________
 JO0170* NAD 83(1986) POSITION- 38 20 42.     (N) 112 58 51.     (W)   SCALED
 JO0170* NAVD 88 ORTHO HEIGHT -  1534.812 (meters)     5035.46  (feet) ADJUSTED
 JO0170  ______________________________________________________________________
 JO0170  GEOID HEIGHT    -        -20.915 (meters)                     GEOID18
 JO0170  DYNAMIC HEIGHT  -       1533.193 (meters)     5030.15  (feet) COMP
 JO0170  MODELED GRAVITY -    979,520.7   (mgal)                       NAVD 88
 JO0170
 JO0170  VERT ORDER      -  FIRST     CLASS II
 JO0170
 JO0170.The horizontal coordinates were scaled from a map and have
 JO0170.an estimated accuracy of +/- 6 seconds.
 JO0170
 JO0170.The orthometric height was determined by differential leveling and
 JO0170.adjusted by the NATIONAL GEODETIC SURVEY
 JO0170.in June 1991.
 JO0170
 JO0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0170.GEOID18 height accuracy estimate available here.
 JO0170
 JO0170.Click photographs - Photos may exist for this station.
 JO0170
 JO0170.The dynamic height is computed by dividing the NAVD 88
 JO0170.geopotential number by the normal gravity value computed on the
 JO0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0170.degrees latitude (g = 980.6199 gals.).
 JO0170
 JO0170.The modeled gravity was interpolated from observed gravity values.
 JO0170
 JO0170;                    North         East    Units  Estimated Accuracy
 JO0170;SPC UT S     - 3,187,300.      370,550.      MT  (+/- 180 meters Scaled)
 JO0170
 JO0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH268459(NAD 83)
 JO0170
 JO0170                          SUPERSEDED SURVEY CONTROL
 JO0170
 JO0170  NGVD 29 (??/??/92) 1533.750  (m)         5031.98   (f) ADJ UNCH    1 2
 JO0170
 JO0170.Superseded values are not recommended for survey control.
 JO0170
 JO0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0170.See file dsdata.pdf to determine how the superseded data were derived.
 JO0170
 JO0170_MARKER: DB = BENCH MARK DISK
 JO0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0170_STAMPING: Y 32 1934
 JO0170_MARK LOGO: CGS
 JO0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0170+STABILITY: SURFACE MOTION
 JO0170
 JO0170  HISTORY     - Date     Condition        Report By
 JO0170  HISTORY     - 1934     MONUMENTED       CGS
 JO0170  HISTORY     - 1984     MARK NOT FOUND   NGS
 JO0170
 JO0170                          STATION DESCRIPTION
 JO0170
 JO0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0170'3.6 MI SE FROM MILFORD.
 JO0170'3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE UNION PACIFIC
 JO0170'RAILROAD STATION AT MILFORD, BEAVER COUNTY, 0.5 MILE NORTH OF A LARGE
 JO0170'WHITE FARMHOUSE, 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 4
 JO0170'FEET SOUTHEAST OF TELEPHONE POLE 851.  A STANDARD DISK, STAMPED Y 32
 JO0170'1934 AND SET IN THE TOP OF A CONCRETE POST.
 JO0170
 JO0170                          STATION RECOVERY (1984)
 JO0170
 JO0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0170'AFTER A PROLONGED SEARCH, EVIDENCE WAS FOUND THAT THE BENCH MARK HAS
 JO0170'BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0331 ***********************************************************************
 HO0331  DESIGNATION -  Y 331
 HO0331  PID         -  HO0331
 HO0331  STATE/COUNTY-  UT/IRON
 HO0331  COUNTRY     -  US
 HO0331  USGS QUAD   -  BERYL JUNCTION (2017)
 HO0331
 HO0331                         *CURRENT SURVEY CONTROL
 HO0331  ______________________________________________________________________
 HO0331* NAD 83(1986) POSITION- 37 41 31.     (N) 113 39 24.     (W)   SCALED
 HO0331* NAVD 88 ORTHO HEIGHT -  1585.074 (meters)     5200.36  (feet) ADJUSTED
 HO0331  ______________________________________________________________________
 HO0331  GEOID HEIGHT    -        -23.131 (meters)                     GEOID18
 HO0331  DYNAMIC HEIGHT  -       1583.285 (meters)     5194.49  (feet) COMP
 HO0331  MODELED GRAVITY -    979,445.8   (mgal)                       NAVD 88
 HO0331
 HO0331  VERT ORDER      -  SECOND    CLASS 0
 HO0331
 HO0331.The horizontal coordinates were scaled from a map and have
 HO0331.an estimated accuracy of +/- 6 seconds.
 HO0331
 HO0331.The orthometric height was determined by differential leveling and
 HO0331.adjusted by the NATIONAL GEODETIC SURVEY
 HO0331.in June 1991.
 HO0331
 HO0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0331.GEOID18 height accuracy estimate available here.
 HO0331
 HO0331.Click photographs - Photos may exist for this station.
 HO0331
 HO0331.The dynamic height is computed by dividing the NAVD 88
 HO0331.geopotential number by the normal gravity value computed on the
 HO0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0331.degrees latitude (g = 980.6199 gals.).
 HO0331
 HO0331.The modeled gravity was interpolated from observed gravity values.
 HO0331
 HO0331;                    North         East    Units  Estimated Accuracy
 HO0331;SPC UT S     - 3,115,980.      309,810.      MT  (+/- 180 meters Scaled)
 HO0331
 HO0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG657749(NAD 83)
 HO0331
 HO0331                          SUPERSEDED SURVEY CONTROL
 HO0331
 HO0331  NGVD 29 (??/??/92) 1583.96   (m)         5196.7    (f) COMPUTED    2 0
 HO0331
 HO0331.Superseded values are not recommended for survey control.
 HO0331
 HO0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0331.See file dsdata.pdf to determine how the superseded data were derived.
 HO0331
 HO0331_MARKER: DB = BENCH MARK DISK
 HO0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0331_STAMPING: Y 331 1945
 HO0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0331+STABILITY: SURFACE MOTION
 HO0331
 HO0331  HISTORY     - Date     Condition        Report By
 HO0331  HISTORY     - 1945     MONUMENTED       CGS
 HO0331  HISTORY     - 1972     MARK NOT FOUND   USGS
 HO0331
 HO0331                          STATION DESCRIPTION
 HO0331
 HO0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HO0331'IN ENTERPRISE INT FIELD.
 HO0331'AT THE ENTERPRISE INT. FIELD, AT THE MAIN GATE, ABOUT 75 FEET SOUTH OF
 HO0331'THE AIRWAY BEACON, 13 FEET SOUTH OF THE SOUTH GATE POST, 1.5 FEET EAST
 HO0331'OF THE FENCE, 1 FOOT NORTH OF THE REFERENCE POST.  BRONZE BENCH MARK
 HO0331'DISK SET IN TOP OF A CONCRETE POST POURED IN THE FIELD AND PROJECTING
 HO0331'ABOUT 0.3 FOOT ABOVE THE GROUND.
 HO0331
 HO0331                          STATION RECOVERY (1972)
 HO0331
 HO0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HO0331'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0628 ***********************************************************************
 LO0628  DESIGNATION -  Y 332
 LO0628  PID         -  LO0628
 LO0628  STATE/COUNTY-  UT/SALT LAKE
 LO0628  COUNTRY     -  US
 LO0628  USGS QUAD   -  SALT LAKE CITY NORTH (2017)
 LO0628
 LO0628                         *CURRENT SURVEY CONTROL
 LO0628  ______________________________________________________________________
 LO0628* NAD 83(1986) POSITION- 40 46 16.     (N) 111 55 00.     (W)   SCALED
 LO0628* NAVD 88 ORTHO HEIGHT -  1287.830 (meters)     4225.16  (feet) ADJUSTED
 LO0628  ______________________________________________________________________
 LO0628  GEOID HEIGHT    -        -16.920 (meters)                     GEOID18
 LO0628  DYNAMIC HEIGHT  -       1286.813 (meters)     4221.82  (feet) COMP
 LO0628  MODELED GRAVITY -    979,791.2   (mgal)                       NAVD 88
 LO0628
 LO0628  VERT ORDER      -  SECOND    CLASS 0
 LO0628
 LO0628.The horizontal coordinates were scaled from a map and have
 LO0628.an estimated accuracy of +/- 6 seconds.
 LO0628
 LO0628.The orthometric height was determined by differential leveling and
 LO0628.adjusted by the NATIONAL GEODETIC SURVEY
 LO0628.in June 1991.
 LO0628
 LO0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0628.GEOID18 height accuracy estimate available here.
 LO0628
 LO0628.Click photographs - Photos may exist for this station.
 LO0628
 LO0628.The dynamic height is computed by dividing the NAVD 88
 LO0628.geopotential number by the normal gravity value computed on the
 LO0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0628.degrees latitude (g = 980.6199 gals.).
 LO0628
 LO0628.The modeled gravity was interpolated from observed gravity values.
 LO0628
 LO0628;                    North         East    Units  Estimated Accuracy
 LO0628;SPC UT C     - 2,270,740.      464,820.      MT  (+/- 180 meters Scaled)
 LO0628
 LO0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL226137(NAD 83)
 LO0628
 LO0628                          SUPERSEDED SURVEY CONTROL
 LO0628
 LO0628  NGVD 29 (??/??/92) 1286.891  (m)         4222.07   (f) ADJ UNCH    2 0
 LO0628
 LO0628.Superseded values are not recommended for survey control.
 LO0628
 LO0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0628.See file dsdata.pdf to determine how the superseded data were derived.
 LO0628
 LO0628_MARKER: DB = BENCH MARK DISK
 LO0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0628_STAMPING: Y 332 1945
 LO0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0628+STABILITY: SURFACE MOTION
 LO0628
 LO0628  HISTORY     - Date     Condition        Report By
 LO0628  HISTORY     - 1945     MONUMENTED       CGS
 LO0628
 LO0628                          STATION DESCRIPTION
 LO0628
 LO0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LO0628'0.8 MI W FROM SALT LAKE CITY.
 LO0628'AT SALT LAKE CITY, SALT LAKE COUNTY, 0.8 MILE WEST ALONG U.S. HIGHWAY
 LO0628'40 (NORTH TEMPLE STREET) FROM THE UNION PACIFIC RAILROAD STATION, AT
 LO0628'THE SOUTHEAST CORNER OF THE INTERSECTION OF EIGHTH WEST STREET,
 LO0628'BETWEEN THE EAST AND WEST DRIVEWAYS OF A SERVICE STATION, 47.6 FEET
 LO0628'EAST OF THE EAST EDGE OF EIGHTH WEST STREET, AND 1.2 FEET SOUTH OF THE
 LO0628'SOUTH CURB OF THE HIGHWAY.  A STANDARD DISK, STAMPED Y 332 1945 AND
 LO0628'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE
 LO0628'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0423 ***********************************************************************
 MR0423  DESIGNATION -  Y 333
 MR0423  PID         -  MR0423
 MR0423  STATE/COUNTY-  UT/DAVIS
 MR0423  COUNTRY     -  US
 MR0423  USGS QUAD   -  KAYSVILLE (2017)
 MR0423
 MR0423                         *CURRENT SURVEY CONTROL
 MR0423  ______________________________________________________________________
 MR0423* NAD 83(1986) POSITION- 41 06 40.3    (N) 111 58 52.9    (W)   HD_HELD2
 MR0423* NAVD 88 ORTHO HEIGHT -  1455.601 (meters)     4775.58  (feet) ADJUSTED
 MR0423  ______________________________________________________________________
 MR0423  GEOID HEIGHT    -        -16.815 (meters)                     GEOID18
 MR0423  DYNAMIC HEIGHT  -       1454.456 (meters)     4771.83  (feet) COMP
 MR0423  MODELED GRAVITY -    979,787.0   (mgal)                       NAVD 88
 MR0423
 MR0423  VERT ORDER      -  FIRST     CLASS II
 MR0423
 MR0423.The horizontal coordinates were established by autonomous hand held GPS
 MR0423.observations and have an estimated accuracy of +/- 10 meters.
 MR0423
 MR0423.The orthometric height was determined by differential leveling and
 MR0423.adjusted by the NATIONAL GEODETIC SURVEY
 MR0423.in June 1991.
 MR0423
 MR0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0423.GEOID18 height accuracy estimate available here.
 MR0423
 MR0423.Click photographs - Photos may exist for this station.
 MR0423
 MR0423.The dynamic height is computed by dividing the NAVD 88
 MR0423.geopotential number by the normal gravity value computed on the
 MR0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0423.degrees latitude (g = 980.6199 gals.).
 MR0423
 MR0423.The modeled gravity was interpolated from observed gravity values.
 MR0423
 MR0423;                    North         East    Units  Estimated Accuracy
 MR0423;SPC UT N     - 1,086,493.      459,571.      MT  (+/- 10 meters HH2 GPS)
 MR0423
 MR0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1760451564(NAD 83)
 MR0423
 MR0423                          SUPERSEDED SURVEY CONTROL
 MR0423
 MR0423  NGVD 29 (??/??/92) 1454.648  (m)         4772.46   (f) ADJ UNCH    1 2
 MR0423
 MR0423.Superseded values are not recommended for survey control.
 MR0423
 MR0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0423.See file dsdata.pdf to determine how the superseded data were derived.
 MR0423
 MR0423_MARKER: DB = BENCH MARK DISK
 MR0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0423_STAMPING: Y 333 1945
 MR0423_MARK LOGO: CGS
 MR0423_PROJECTION: RECESSED 3 CENTIMETERS
 MR0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0423+STABILITY: SURFACE MOTION
 MR0423
 MR0423  HISTORY     - Date     Condition        Report By
 MR0423  HISTORY     - 1945     MONUMENTED       CGS
 MR0423  HISTORY     - 1953     GOOD             CGS
 MR0423  HISTORY     - 19880501 GOOD             USGS
 MR0423  HISTORY     - 20180831 GOOD             INDIV
 MR0423
 MR0423                          STATION DESCRIPTION
 MR0423
 MR0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MR0423'IN HILL AIR FORCE BASE.
 MR0423'AT HILL AIR FORCE BASE, AT THE INTERSECTION OF A AND B STREETS, 54.5
 MR0423'FEET SOUTH OF THE SOUTHWEST CORNER OF BUILDING E 40, 34.5 FEET NORTH
 MR0423'OF THE CENTER LINE OF B STREET, 31.5 FEET EAST OF THE CENTER LINE OF A
 MR0423'STREET, 2.8 FEET EAST OF THE EAST EDGE OF A SIDEWALK, 1.5 FEET
 MR0423'NORTHEAST OF A CONCRETE CURB, ABOUT 1/2 FOOT HIGHER THAN THE STREET,
 MR0423'FLUSH WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE POST.
 MR0423
 MR0423                          STATION RECOVERY (1988)
 MR0423
 MR0423'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (GH)
 MR0423'RECOVERED IN GOOD CONDITION.
 MR0423
 MR0423                          STATION RECOVERY (2018)
 MR0423
 MR0423'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (JEC)
 MR0423'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0595 ***********************************************************************
 LP0595  DESIGNATION -  Y 334
 LP0595  PID         -  LP0595
 LP0595  STATE/COUNTY-  UT/TOOELE
 LP0595  COUNTRY     -  US
 LP0595  USGS QUAD   -  SIMPSON SPRINGS (2017)
 LP0595
 LP0595                         *CURRENT SURVEY CONTROL
 LP0595  ______________________________________________________________________
 LP0595* NAD 83(1986) POSITION- 40 04 47.     (N) 112 49 20.     (W)   SCALED
 LP0595* NAVD 88 ORTHO HEIGHT -  1364.482 (meters)     4476.64  (feet) ADJUSTED
 LP0595  ______________________________________________________________________
 LP0595  GEOID HEIGHT    -        -18.472 (meters)                     GEOID18
 LP0595  DYNAMIC HEIGHT  -       1363.329 (meters)     4472.86  (feet) COMP
 LP0595  MODELED GRAVITY -    979,733.6   (mgal)                       NAVD 88
 LP0595
 LP0595  VERT ORDER      -  SECOND    CLASS I
 LP0595
 LP0595.The horizontal coordinates were scaled from a map and have
 LP0595.an estimated accuracy of +/- 6 seconds.
 LP0595
 LP0595.The orthometric height was determined by differential leveling and
 LP0595.adjusted by the NATIONAL GEODETIC SURVEY
 LP0595.in June 1991.
 LP0595
 LP0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0595.GEOID18 height accuracy estimate available here.
 LP0595
 LP0595.Click photographs - Photos may exist for this station.
 LP0595
 LP0595.The dynamic height is computed by dividing the NAVD 88
 LP0595.geopotential number by the normal gravity value computed on the
 LP0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0595.degrees latitude (g = 980.6199 gals.).
 LP0595
 LP0595.The modeled gravity was interpolated from observed gravity values.
 LP0595
 LP0595;                    North         East    Units  Estimated Accuracy
 LP0595;SPC UT C     - 2,194,720.      387,240.      MT  (+/- 180 meters Scaled)
 LP0595
 LP0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK446381(NAD 83)
 LP0595
 LP0595                          SUPERSEDED SURVEY CONTROL
 LP0595
 LP0595  NGVD 29 (??/??/92) 1363.414  (m)         4473.13   (f) ADJ UNCH    2 1
 LP0595
 LP0595.Superseded values are not recommended for survey control.
 LP0595
 LP0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0595.See file dsdata.pdf to determine how the superseded data were derived.
 LP0595
 LP0595_MARKER: DB = BENCH MARK DISK
 LP0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0595_STAMPING: Y 334 1951
 LP0595_MARK LOGO: CGS
 LP0595_PROJECTION: PROJECTING 10 CENTIMETERS
 LP0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0595+STABILITY: SURFACE MOTION
 LP0595
 LP0595  HISTORY     - Date     Condition        Report By
 LP0595  HISTORY     - 1951     MONUMENTED       CGS
 LP0595  HISTORY     - 19890620 GOOD             USGS
 LP0595
 LP0595                          STATION DESCRIPTION
 LP0595
 LP0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LP0595'16.1 KM (10.00 MI) SW FROM DUGWAY.
 LP0595'10.0 MILES SOUTHWEST OF DUGWAY, 8.0 MILES ALONG THE DUGWAY-EUREKA
 LP0595'HIGHWAY, SOUTHWEST OF ROAD INTERSECTION AT EAST GATE TO DUGWAY
 LP0595'PROVING GROUNDS, THENCE 2.1 MILES SOUTHWEST ALONG ROAD TO DRY CLAY
 LP0595'SITE, 41 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD AND 3 FEET
 LP0595'SOUTHWEST OF A 4X4 INCH WITNESS POST PAINTED WHITE.
 LP0595
 LP0595                          STATION RECOVERY (1989)
 LP0595
 LP0595'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (JLD)
 LP0595'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0200 ***********************************************************************
 JN0200  DESIGNATION -  Y 36
 JN0200  PID         -  JN0200
 JN0200  STATE/COUNTY-  UT/WAYNE
 JN0200  COUNTRY     -  US
 JN0200  USGS QUAD   -  LOA (2017)
 JN0200
 JN0200                         *CURRENT SURVEY CONTROL
 JN0200  ______________________________________________________________________
 JN0200* NAD 83(1986) POSITION- 38 27 02.     (N) 111 38 10.     (W)   SCALED
 JN0200* NAVD 88 ORTHO HEIGHT -  2205.614 (meters)     7236.25  (feet) ADJUSTED
 JN0200  ______________________________________________________________________
 JN0200  GEOID HEIGHT    -        -17.591 (meters)                     GEOID18
 JN0200  DYNAMIC HEIGHT  -       2203.031 (meters)     7227.78  (feet) COMP
 JN0200  MODELED GRAVITY -    979,378.2   (mgal)                       NAVD 88
 JN0200
 JN0200  VERT ORDER      -  SECOND    CLASS 0
 JN0200
 JN0200.The horizontal coordinates were scaled from a map and have
 JN0200.an estimated accuracy of +/- 6 seconds.
 JN0200
 JN0200.The orthometric height was determined by differential leveling and
 JN0200.adjusted by the NATIONAL GEODETIC SURVEY
 JN0200.in June 1991.
 JN0200
 JN0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0200.GEOID18 height accuracy estimate available here.
 JN0200
 JN0200.Click photographs - Photos may exist for this station.
 JN0200
 JN0200.The dynamic height is computed by dividing the NAVD 88
 JN0200.geopotential number by the normal gravity value computed on the
 JN0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0200.degrees latitude (g = 980.6199 gals.).
 JN0200
 JN0200.The modeled gravity was interpolated from observed gravity values.
 JN0200
 JN0200;                    North         East    Units  Estimated Accuracy
 JN0200;SPC UT S     - 3,198,000.      488,120.      MT  (+/- 180 meters Scaled)
 JN0200
 JN0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH444559(NAD 83)
 JN0200
 JN0200                          SUPERSEDED SURVEY CONTROL
 JN0200
 JN0200  NGVD 29 (??/??/92) 2204.291  (m)         7231.91   (f) ADJ UNCH    2 0
 JN0200
 JN0200.Superseded values are not recommended for survey control.
 JN0200
 JN0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0200.See file dsdata.pdf to determine how the superseded data were derived.
 JN0200
 JN0200_MARKER: DB = BENCH MARK DISK
 JN0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0200_STAMPING: Y 36 1934
 JN0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0200+STABILITY: SURFACE MOTION
 JN0200
 JN0200  HISTORY     - Date     Condition        Report By
 JN0200  HISTORY     - 1934     MONUMENTED       CGS
 JN0200
 JN0200                          STATION DESCRIPTION
 JN0200
 JN0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0200'3.8 MI N FROM LOA.
 JN0200'3.8 MILES NORTH ALONG STATE HIGHWAY 72 FROM THE LOA MERCANTILE CO. AT
 JN0200'LOA, WAYNE COUNTY, ABOUT 0.2 FOOT SOUTHWEST OF FREMONT CEMETERY, 30
 JN0200'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT NORTH OF
 JN0200'A FENCE LINE.  A STANDARD DISK, STAMPED Y 36 1934 AND SET IN THE TOP
 JN0200'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0357 ***********************************************************************
 HO0357  DESIGNATION -  Y 364
 HO0357  PID         -  HO0357
 HO0357  STATE/COUNTY-  UT/WASHINGTON
 HO0357  COUNTRY     -  US
 HO0357  USGS QUAD   -  SAINT GEORGE (2017)
 HO0357
 HO0357                         *CURRENT SURVEY CONTROL
 HO0357  ______________________________________________________________________
 HO0357* NAD 83(1986) POSITION- 37 07 02.     (N) 113 35 30.     (W)   SCALED
 HO0357* NAVD 88 ORTHO HEIGHT -   863.223 (meters)     2832.09  (feet) ADJUSTED
 HO0357  ______________________________________________________________________
 HO0357  GEOID HEIGHT    -        -24.508 (meters)                     GEOID18
 HO0357  DYNAMIC HEIGHT  -        862.351 (meters)     2829.23  (feet) COMP
 HO0357  MODELED GRAVITY -    979,592.5   (mgal)                       NAVD 88
 HO0357
 HO0357  VERT ORDER      -  FIRST     CLASS II
 HO0357
 HO0357.The horizontal coordinates were scaled from a map and have
 HO0357.an estimated accuracy of +/- 6 seconds.
 HO0357
 HO0357.The orthometric height was determined by differential leveling and
 HO0357.adjusted by the NATIONAL GEODETIC SURVEY
 HO0357.in June 1991.
 HO0357
 HO0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0357.GEOID18 height accuracy estimate available here.
 HO0357
 HO0357.Click photographs - Photos may exist for this station.
 HO0357
 HO0357.The dynamic height is computed by dividing the NAVD 88
 HO0357.geopotential number by the normal gravity value computed on the
 HO0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0357.degrees latitude (g = 980.6199 gals.).
 HO0357
 HO0357.The modeled gravity was interpolated from observed gravity values.
 HO0357
 HO0357;                    North         East    Units  Estimated Accuracy
 HO0357;SPC UT S     - 3,052,080.      314,120.      MT  (+/- 180 meters Scaled)
 HO0357
 HO0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG697110(NAD 83)
 HO0357
 HO0357                          SUPERSEDED SURVEY CONTROL
 HO0357
 HO0357.No superseded survey control is available for this station.
 HO0357
 HO0357_MARKER: I = METAL ROD
 HO0357_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0357_STAMPING: Y 364 1982
 HO0357_MARK LOGO: NGS
 HO0357_PROJECTION: FLUSH
 HO0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0357_ROD/PIPE-DEPTH: 3.3 meters
 HO0357
 HO0357  HISTORY     - Date     Condition        Report By
 HO0357  HISTORY     - 1982     MONUMENTED       NGS
 HO0357
 HO0357                          STATION DESCRIPTION
 HO0357
 HO0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0357'1.7 KM (1.0 MI) NW FROM ST GEORGE.
 HO0357'0.9 KM (0.55 MI) WEST ALONG ST GEORGE BOULEVARD FROM THE OLD COURT
 HO0357'HOUSE WHICH IS LOCATED ON THE NORTHWEST CORNER OF ST GEORGE BOULEVARD
 HO0357'AND 100 EAST STREET IN ST GEORGE, THENCE 0.8 KM (0.5 MI) NORTH ALONG
 HO0357'400 WEST STREET, 1.0 KM (0.65 MI) SOUTHEAST OF THE JUNCTION OF
 HO0357'DIAGONAL STREET AND BLUFF ROAD, ON THE INSIDE OF THE STREET CURB IN
 HO0357'THE SOUTHEAST CORNER OF THE INTERSECTION OF DIAGONAL STREET, 14.5
 HO0357'METERS (47.5 FT) EAST OF THE CENTER OF 400 WEST STREET, 23.8 METERS
 HO0357'(78 FT) NORTH OF THE CENTER OF 500 NORTH STREET, 10.0 METERS (33 FT)
 HO0357'SOUTHWEST OF THE CENTER OF DIAGONAL STREET, 0.15 METER (0.5 FT)
 HO0357'SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST EDGE OF THE CURB.
 HO0357'THE MARK IS ABOVE LEVEL WITH THE CURB.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0382 ***********************************************************************
 HO0382  DESIGNATION -  Y 365
 HO0382  PID         -  HO0382
 HO0382  STATE/COUNTY-  UT/WASHINGTON
 HO0382  COUNTRY     -  US
 HO0382  USGS QUAD   -  CASTLE CLIFF (2017)
 HO0382
 HO0382                         *CURRENT SURVEY CONTROL
 HO0382  ______________________________________________________________________
 HO0382* NAD 83(1986) POSITION- 37 02 28.2    (N) 113 53 58.6    (W)   HD_HELD2
 HO0382* NAVD 88 ORTHO HEIGHT -   997.166 (meters)     3271.54  (feet) ADJUSTED
 HO0382  ______________________________________________________________________
 HO0382  GEOID HEIGHT    -        -25.085 (meters)                     GEOID18
 HO0382  DYNAMIC HEIGHT  -        996.145 (meters)     3268.19  (feet) COMP
 HO0382  MODELED GRAVITY -    979,573.5   (mgal)                       NAVD 88
 HO0382  OBS GRAVITY     -    979,573.2   (mgal)                       GRAV_OBS
 HO0382
 HO0382  VERT ORDER      -  FIRST     CLASS II
 HO0382
 HO0382.The horizontal coordinates were established by autonomous hand held GPS
 HO0382.observations and have an estimated accuracy of +/- 10 meters.
 HO0382
 HO0382.The orthometric height was determined by differential leveling and
 HO0382.adjusted by the NATIONAL GEODETIC SURVEY
 HO0382.in June 1991.
 HO0382
 HO0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0382.GEOID18 height accuracy estimate available here.
 HO0382
 HO0382.Click photographs - Photos may exist for this station.
 HO0382
 HO0382.The dynamic height is computed by dividing the NAVD 88
 HO0382.geopotential number by the normal gravity value computed on the
 HO0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0382.degrees latitude (g = 980.6199 gals.).
 HO0382
 HO0382.The modeled gravity was interpolated from observed gravity values.
 HO0382
 HO0382.The observed gravity was obtained from relative gravimeter ties
 HO0382.to the IGSN71 gravity network.
 HO0382
 HO0382;                    North         East    Units  Estimated Accuracy
 HO0382;SPC UT S     - 3,044,302.      286,538.      MT  (+/- 10 meters HH2 GPS)
 HO0382
 HO0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG4211203371(NAD 83)
 HO0382
 HO0382                          SUPERSEDED SURVEY CONTROL
 HO0382
 HO0382.No superseded survey control is available for this station.
 HO0382
 HO0382_MARKER: I = METAL ROD
 HO0382_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0382_STAMPING: Y 365 1982
 HO0382_MARK LOGO: NGS
 HO0382_PROJECTION: FLUSH
 HO0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0382_ROD/PIPE-DEPTH: 5.5 meters
 HO0382
 HO0382  HISTORY     - Date     Condition        Report By
 HO0382  HISTORY     - 1982     MONUMENTED       NGS
 HO0382
 HO0382                          STATION DESCRIPTION
 HO0382
 HO0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HO0382'33.8 KM (21.1 MI) NE FROM MESQUITE NV.
 HO0382'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 HO0382'MESQUITE, THENCE 33.3 KM (20.8 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 HO0382'4.6 KM (2.9 MI) NORTHEAST OF THE UTAH-ARIZONA STATE LINE, 52.5 METERS
 HO0382'(172.5 FT) SOUTHEAST OF MILEPOST 3, 61.9 METERS (203 FT) SOUTHEAST OF
 HO0382'THE HIGHWAY CENTERLINE, 56.4 METERS (185 FT) NORTHEAST OF A BRACED
 HO0382'RIGHT OF WAY FENCE POST, 0.3 METER (1 FT) NORTHWEST OF THE RIGHT OF
 HO0382'WAY FENCE.
 HO0382'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 HO0382'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0420 ***********************************************************************
 HO0420  DESIGNATION -  Y 366
 HO0420  PID         -  HO0420
 HO0420  STATE/COUNTY-  UT/WASHINGTON
 HO0420  COUNTRY     -  US
 HO0420  USGS QUAD   -  SPRINGDALE EAST (2017)
 HO0420
 HO0420                         *CURRENT SURVEY CONTROL
 HO0420  ______________________________________________________________________
 HO0420* NAD 83(1986) POSITION- 37 12 51.4    (N) 112 55 52.2    (W)   HD_HELD2
 HO0420* NAVD 88 ORTHO HEIGHT -  1599.316 (meters)     5247.09  (feet) ADJUSTED
 HO0420  ______________________________________________________________________
 HO0420  GEOID HEIGHT    -        -22.259 (meters)                     GEOID18
 HO0420  DYNAMIC HEIGHT  -       1597.463 (meters)     5241.01  (feet) COMP
 HO0420  MODELED GRAVITY -    979,416.1   (mgal)                       NAVD 88
 HO0420
 HO0420  VERT ORDER      -  FIRST     CLASS II
 HO0420
 HO0420.The horizontal coordinates were established by autonomous hand held GPS
 HO0420.observations and have an estimated accuracy of +/- 10 meters.
 HO0420
 HO0420.The orthometric height was determined by differential leveling and
 HO0420.adjusted by the NATIONAL GEODETIC SURVEY
 HO0420.in June 1991.
 HO0420
 HO0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0420.GEOID18 height accuracy estimate available here.
 HO0420
 HO0420.Click photographs - Photos may exist for this station.
 HO0420
 HO0420.The dynamic height is computed by dividing the NAVD 88
 HO0420.geopotential number by the normal gravity value computed on the
 HO0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0420.degrees latitude (g = 980.6199 gals.).
 HO0420
 HO0420.The modeled gravity was interpolated from observed gravity values.
 HO0420
 HO0420;                    North         East    Units  Estimated Accuracy
 HO0420;SPC UT S     - 3,061,748.      372,973.      MT  (+/- 10 meters HH2 GPS)
 HO0420
 HO0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG2864620390(NAD 83)
 HO0420
 HO0420                          SUPERSEDED SURVEY CONTROL
 HO0420
 HO0420.No superseded survey control is available for this station.
 HO0420
 HO0420_MARKER: DV = VERTICAL CONTROL DISK
 HO0420_SETTING: 66 = SET IN ROCK OUTCROP
 HO0420_STAMPING: Y 366 1983
 HO0420_MARK LOGO: NGS
 HO0420_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0420+STABILITY: POSITION/ELEVATION WELL
 HO0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0420+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2012
 HO0420
 HO0420  HISTORY     - Date     Condition        Report By
 HO0420  HISTORY     - 1983     MONUMENTED       NGS
 HO0420  HISTORY     - 20120611 GOOD             GEOCAC
 HO0420
 HO0420                          STATION DESCRIPTION
 HO0420
 HO0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0420'12.6 KM (7.8 MI) EAST FROM SPRINGDALE.
 HO0420'12.65 KM (7.85 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF
 HO0420'LATTER DAY SAINTS IN SPRINGDALE, IN TOP OF A MASSIVE SANDSTONE OUTCROP
 HO0420'AT THE SOUTH ONE OF TWO SMALL ROCK CUTS ON THE OUTSIDE OF THE NORTH
 HO0420'END OF A CURVE, 1.15 KM (0.7 MI) EAST OF THE EAST END OF THE 1.1 MILE
 HO0420'TUNNEL, 12.8 METERS (42 FT) EAST OF THE HIGHWAY CENTERLINE,
 HO0420'12.5 METERS (41 FT) SOUTHEAST OF THE NORTH END OF THE ROCK CUT,
 HO0420'9.4 METERS (31 FT) NORTH OF A 14-INCH PINE TREE ON THE SOUTHWEST SLOPE
 HO0420'OF THE OUTCROP, 7.3 METERS (24 FT) EAST-SOUTHEAST OF A 14-INCH PINE
 HO0420'TREE ON THE TOP OF THE HIGHEST POINT OF THE CUT.
 HO0420'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
 HO0420
 HO0420                          STATION RECOVERY (2012)
 HO0420
 HO0420'RECOVERY NOTE BY GEOCACHING 2012 (ACM)
 HO0420'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0444 ***********************************************************************
 HO0444  DESIGNATION -  Y 367
 HO0444  PID         -  HO0444
 HO0444  STATE/COUNTY-  UT/KANE
 HO0444  COUNTRY     -  US
 HO0444  USGS QUAD   -  WHITE TOWER (2017)
 HO0444
 HO0444                         *CURRENT SURVEY CONTROL
 HO0444  ______________________________________________________________________
 HO0444* NAD 83(1986) POSITION- 37 10 02.     (N) 112 36 16.     (W)   SCALED
 HO0444* NAVD 88 ORTHO HEIGHT -  1836.284 (meters)     6024.54  (feet) ADJUSTED
 HO0444  ______________________________________________________________________
 HO0444  GEOID HEIGHT    -        -21.832 (meters)                     GEOID18
 HO0444  DYNAMIC HEIGHT  -       1834.086 (meters)     6017.33  (feet) COMP
 HO0444  MODELED GRAVITY -    979,368.1   (mgal)                       NAVD 88
 HO0444
 HO0444  VERT ORDER      -  FIRST     CLASS II
 HO0444
 HO0444.The horizontal coordinates were scaled from a map and have
 HO0444.an estimated accuracy of +/- 6 seconds.
 HO0444
 HO0444.The orthometric height was determined by differential leveling and
 HO0444.adjusted by the NATIONAL GEODETIC SURVEY
 HO0444.in June 1991.
 HO0444
 HO0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0444.GEOID18 height accuracy estimate available here.
 HO0444
 HO0444.Click photographs - Photos may exist for this station.
 HO0444
 HO0444.The dynamic height is computed by dividing the NAVD 88
 HO0444.geopotential number by the normal gravity value computed on the
 HO0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0444.degrees latitude (g = 980.6199 gals.).
 HO0444
 HO0444.The modeled gravity was interpolated from observed gravity values.
 HO0444
 HO0444;                    North         East    Units  Estimated Accuracy
 HO0444;SPC UT S     - 3,056,130.      401,910.      MT  (+/- 180 meters Scaled)
 HO0444
 HO0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG575146(NAD 83)
 HO0444
 HO0444                          SUPERSEDED SURVEY CONTROL
 HO0444
 HO0444.No superseded survey control is available for this station.
 HO0444
 HO0444_MARKER: I = METAL ROD
 HO0444_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0444_STAMPING: Y 367 1983
 HO0444_MARK LOGO: NGS
 HO0444_PROJECTION: FLUSH
 HO0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0444_ROD/PIPE-DEPTH: 3.3 meters
 HO0444
 HO0444  HISTORY     - Date     Condition        Report By
 HO0444  HISTORY     - 1983     MONUMENTED       NGS
 HO0444
 HO0444                          STATION DESCRIPTION
 HO0444
 HO0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HO0444'16.2 KM (10.1 MI) NORTH FROM KANAB.
 HO0444'16.25 KM (10.15 MI) NORTH ALONG US HIGHWAY 89 FROM THE CHURCH OF
 HO0444'LATTER DAY SAINTS IN KANAB, AT THE SUMMIT OF A GRADE, 10.95 KM
 HO0444'(6.85 MI) SOUTHEAST OF MT CARMEL JUNCTION, 0.25 KM (0.15 MI) SOUTHEAST
 HO0444'OF MILEPOST 75, 25.3 METERS (83 FT) NORTHEAST OF THE HIGHWAY
 HO0444'CENTERLINE, 35.5 METERS (116.5 FT) SOUTHWEST OF THE RIGHT OF WAY
 HO0444'FENCE, 9.0 METERS (29.5 FT) SOUTHEAST OF A 20-INCH JUNIPER TREE.
 HO0444'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 HO0444'THE MARK IS 0.15 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0395 ***********************************************************************
 JO0395  DESIGNATION -  Y 368
 JO0395  PID         -  JO0395
 JO0395  STATE/COUNTY-  UT/BEAVER
 JO0395  COUNTRY     -  US
 JO0395  USGS QUAD   -  MINERSVILLE (2017)
 JO0395
 JO0395                         *CURRENT SURVEY CONTROL
 JO0395  ______________________________________________________________________
 JO0395* NAD 83(1986) POSITION- 38 13 18.     (N) 112 55 33.     (W)   SCALED
 JO0395* NAVD 88 ORTHO HEIGHT -  1610.721 (meters)     5284.51  (feet) ADJUSTED
 JO0395  ______________________________________________________________________
 JO0395  GEOID HEIGHT    -        -20.835 (meters)                     GEOID18
 JO0395  DYNAMIC HEIGHT  -       1608.993 (meters)     5278.84  (feet) COMP
 JO0395  MODELED GRAVITY -    979,499.3   (mgal)                       NAVD 88
 JO0395  OBS GRAVITY     -    979,502.2   (mgal)                       GRAV_OBS
 JO0395
 JO0395  VERT ORDER      -  FIRST     CLASS II
 JO0395
 JO0395.The horizontal coordinates were scaled from a map and have
 JO0395.an estimated accuracy of +/- 6 seconds.
 JO0395
 JO0395.The orthometric height was determined by differential leveling and
 JO0395.adjusted by the NATIONAL GEODETIC SURVEY
 JO0395.in June 1991.
 JO0395
 JO0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0395.GEOID18 height accuracy estimate available here.
 JO0395
 JO0395.Click photographs - Photos may exist for this station.
 JO0395
 JO0395.The dynamic height is computed by dividing the NAVD 88
 JO0395.geopotential number by the normal gravity value computed on the
 JO0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0395.degrees latitude (g = 980.6199 gals.).
 JO0395
 JO0395.The modeled gravity was interpolated from observed gravity values.
 JO0395
 JO0395.The observed gravity was obtained from relative gravimeter ties
 JO0395.to the IGSN71 gravity network.
 JO0395
 JO0395;                    North         East    Units  Estimated Accuracy
 JO0395;SPC UT S     - 3,173,540.      375,150.      MT  (+/- 180 meters Scaled)
 JO0395
 JO0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH314321(NAD 83)
 JO0395
 JO0395                          SUPERSEDED SURVEY CONTROL
 JO0395
 JO0395.No superseded survey control is available for this station.
 JO0395
 JO0395_MARKER: DB = BENCH MARK DISK
 JO0395_SETTING: 66 = SET IN ROCK OUTCROP
 JO0395_STAMPING: Y 368 1984
 JO0395_MARK LOGO: NGS
 JO0395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JO0395+STABILITY: POSITION/ELEVATION WELL
 JO0395
 JO0395  HISTORY     - Date     Condition        Report By
 JO0395  HISTORY     - 1984     MONUMENTED       NGS
 JO0395  HISTORY     - 20210511 MARK NOT FOUND   UGS
 JO0395
 JO0395                          STATION DESCRIPTION
 JO0395
 JO0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0395'0.8 KM (0.5 MI) NORTH FROM MINERSVILLE.
 JO0395'0.51 KM (0.31 MI) NORTH ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 JO0395'AT MINERSVILLE, THENCE 0.26 KM (0.16 MI) NORTHWEST ALONG STATE HIGHWAY
 JO0395'21, IN TOP OF A 1 BY 2 FOOT EXPOSED LEDGE OF SANDSTONE OUTCROP 3 FEET
 JO0395'ABOVE THE BASE OF A CUT, 0.14 KM (0.09 MI) SOUTHEAST OF MILEPOST 90,
 JO0395'12.2 METERS (40 FT) NORTHEAST OF THE HIGHWAY CENTERLINE AND
 JO0395'40.3 METERS (132 FT) NORTHWEST OF THE SOUTHEAST END OF THE CUT.
 JO0395'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 JO0395'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JO0395
 JO0395                          STATION RECOVERY (2021)
 JO0395
 JO0395'RECOVERY NOTE BY UTAH GEOLOGICAL SURVEY 2021 (BE)
 JO0395'UNABLE TO LOCATE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0509 ***********************************************************************
 HO0509  DESIGNATION -  Y 369
 HO0509  PID         -  HO0509
 HO0509  STATE/COUNTY-  UT/WASHINGTON
 HO0509  COUNTRY     -  US
 HO0509  USGS QUAD   -  HURRICANE (2017)
 HO0509
 HO0509                         *CURRENT SURVEY CONTROL
 HO0509  ______________________________________________________________________
 HO0509* NAD 83(1986) POSITION- 37 14 47.97   (N) 113 17 01.53   (W)   HD_HELD1
 HO0509* NAVD 88 ORTHO HEIGHT -  1034.849 (meters)     3395.17  (feet) ADJUSTED
 HO0509  ______________________________________________________________________
 HO0509  GEOID HEIGHT    -        -23.404 (meters)                     GEOID18
 HO0509  DYNAMIC HEIGHT  -       1033.755 (meters)     3391.58  (feet) COMP
 HO0509  MODELED GRAVITY -    979,539.8   (mgal)                       NAVD 88
 HO0509
 HO0509  VERT ORDER      -  FIRST     CLASS II
 HO0509
 HO0509.The horizontal coordinates were determined by differentially corrected
 HO0509.hand held GPS observations or other comparable positioning techniques
 HO0509.and have an estimated accuracy of +/- 3 meters.
 HO0509
 HO0509.The orthometric height was determined by differential leveling and
 HO0509.adjusted by the NATIONAL GEODETIC SURVEY
 HO0509.in June 1991.
 HO0509
 HO0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0509.GEOID18 height accuracy estimate available here.
 HO0509
 HO0509.Click photographs - Photos may exist for this station.
 HO0509
 HO0509.The dynamic height is computed by dividing the NAVD 88
 HO0509.geopotential number by the normal gravity value computed on the
 HO0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0509.degrees latitude (g = 980.6199 gals.).
 HO0509
 HO0509.The modeled gravity was interpolated from observed gravity values.
 HO0509
 HO0509;                    North         East    Units  Estimated Accuracy
 HO0509;SPC UT S     - 3,065,878.8     341,749.4     MT  (+/- 3 meters HH1 GPS) 
 HO0509
 HO0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG9744324679(NAD 83)
 HO0509
 HO0509                          SUPERSEDED SURVEY CONTROL
 HO0509
 HO0509.No superseded survey control is available for this station.
 HO0509
 HO0509_MARKER: DV = VERTICAL CONTROL DISK
 HO0509_SETTING: 66 = SET IN ROCK OUTCROP
 HO0509_STAMPING: Y 369 1984
 HO0509_MARK LOGO: NGS
 HO0509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HO0509+STABILITY: POSITION/ELEVATION WELL
 HO0509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0509+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2008
 HO0509
 HO0509  HISTORY     - Date     Condition        Report By
 HO0509  HISTORY     - 1984     MONUMENTED       NGS
 HO0509  HISTORY     - 20080113 GOOD             INDIV
 HO0509
 HO0509                          STATION DESCRIPTION
 HO0509
 HO0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0509'0.4 KM (0.25 MI) SOUTH FROM TOQUERVILLE.
 HO0509'0.41 KM (0.25 MI) SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 HO0509'TOQUERVILLE, IN TOP OF A 3 BY 4 FOOT LEDGE OF GRAY OUTCROP PROJECTING
 HO0509'2 FEET ABOVE A LOW ROCK CUT, 0.48 KM (0.3 MI) SOUTH OF MILEPOST 3,
 HO0509'5.8 METERS (19 FT) EAST OF THE HIGHWAY CENTERLINE, 14.8 METERS
 HO0509'(48.5 FT) WEST OF THE RIGHT OF WAY FENCE, 7.5 METERS (24 FT) WEST OF A
 HO0509'16-INCH PIPE LINE AND 0.3 METER (1 FT) SOUTH OF THE NORTH EDGE OF THE
 HO0509'LEDGE.
 HO0509'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 HO0509'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
 HO0509
 HO0509                          STATION RECOVERY (2008)
 HO0509
 HO0509'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (RCW)
 HO0509'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0080 ***********************************************************************
 JO0080  DESIGNATION -  Y 37
 JO0080  PID         -  JO0080
 JO0080  STATE/COUNTY-  UT/PIUTE
 JO0080  COUNTRY     -  US
 JO0080  USGS QUAD   -  PIUTE RESERVOIR (2017)
 JO0080
 JO0080                         *CURRENT SURVEY CONTROL
 JO0080  ______________________________________________________________________
 JO0080* NAD 83(1986) POSITION- 38 17 42.     (N) 112 13 07.     (W)   SCALED
 JO0080* NAVD 88 ORTHO HEIGHT -  1852.076 (meters)     6076.35  (feet) ADJUSTED
 JO0080  ______________________________________________________________________
 JO0080  GEOID HEIGHT    -        -19.107 (meters)                     GEOID18
 JO0080  DYNAMIC HEIGHT  -       1849.945 (meters)     6069.36  (feet) COMP
 JO0080  MODELED GRAVITY -    979,413.5   (mgal)                       NAVD 88
 JO0080
 JO0080  VERT ORDER      -  SECOND    CLASS 0
 JO0080
 JO0080.The horizontal coordinates were scaled from a map and have
 JO0080.an estimated accuracy of +/- 6 seconds.
 JO0080
 JO0080.The orthometric height was determined by differential leveling and
 JO0080.adjusted by the NATIONAL GEODETIC SURVEY
 JO0080.in June 1991.
 JO0080
 JO0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0080.GEOID18 height accuracy estimate available here.
 JO0080
 JO0080.Click photographs - Photos may exist for this station.
 JO0080
 JO0080.The dynamic height is computed by dividing the NAVD 88
 JO0080.geopotential number by the normal gravity value computed on the
 JO0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0080.degrees latitude (g = 980.6199 gals.).
 JO0080
 JO0080.The modeled gravity was interpolated from observed gravity values.
 JO0080
 JO0080;                    North         East    Units  Estimated Accuracy
 JO0080;SPC UT S     - 3,180,970.      437,140.      MT  (+/- 180 meters Scaled)
 JO0080
 JO0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH934392(NAD 83)
 JO0080
 JO0080                          SUPERSEDED SURVEY CONTROL
 JO0080
 JO0080  NGVD 29 (??/??/92) 1850.816  (m)         6072.22   (f) ADJ UNCH    2 0
 JO0080
 JO0080.Superseded values are not recommended for survey control.
 JO0080
 JO0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0080.See file dsdata.pdf to determine how the superseded data were derived.
 JO0080
 JO0080_MARKER: DB = BENCH MARK DISK
 JO0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0080_STAMPING: Y 37 1934
 JO0080_MARK LOGO: CGS
 JO0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0080+STABILITY: SURFACE MOTION
 JO0080
 JO0080  HISTORY     - Date     Condition        Report By
 JO0080  HISTORY     - 1934     MONUMENTED       CGS
 JO0080  HISTORY     - 1975     GOOD             USGS
 JO0080
 JO0080                          STATION DESCRIPTION
 JO0080
 JO0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0080'4.1 MI N FROM JUNCTION.
 JO0080'ABOUT 4.1 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE COURTHOUSE AT
 JO0080'JUNCTION, PIUTE COUNTY, ABOUT 0.2 MILE WEST OF THE WEST BANK OF THE
 JO0080'PIUTE RESERVOIR, ABOUT 106 FEET SOUTH OF THE EAST HEAD WALL OF A
 JO0080'CONCRETE CULVERT, AND 51 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 JO0080'A STANDARD DISK, STAMPED Y 37 1934 AND SET IN THE TOP OF A CONCRETE
 JO0080'POST.
 JO0080
 JO0080                          STATION RECOVERY (1975)
 JO0080
 JO0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JO0080'COURTHOUSE AT JUNCTION, 2.8 MILES NORTH ALONG U.S. HWY. 89, THENCE
 JO0080'1.4 MILES NW ALONG OLD HIGHWAY, ABOUT 0.2 MILES WEST OF THE WEST BANK
 JO0080'OF THE PIUTE RESERVOIR, ABOUT 106 FEET SOUTH OF THE EAST HEAD WALL OF
 JO0080'A CONCRETE CULVERT, 46 FEET EAST OF THE CENTER LINE OF THE ROAD. A
 JO0080'STANDARD DISK, STAMPED Y 37 1934 AND SET IN THE TOP OF A CONCRETE
 JO0080'POST. PROJECTING 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MR0894 ***********************************************************************
 MR0894  DESIGNATION -  Y 370 RESET
 MR0894  PID         -  MR0894
 MR0894  STATE/COUNTY-  UT/WEBER
 MR0894  COUNTRY     -  US
 MR0894  USGS QUAD   -  OGDEN (2017)
 MR0894
 MR0894                         *CURRENT SURVEY CONTROL
 MR0894  ______________________________________________________________________
 MR0894* NAD 83(1986) POSITION- 41 14 44.     (N) 111 58 11.     (W)   SCALED
 MR0894* NAVD 88 ORTHO HEIGHT -  1311.06  (meters)     4301.4   (feet) RESET
 MR0894  ______________________________________________________________________
 MR0894  GEOID HEIGHT    -        -16.597 (meters)                     GEOID18
 MR0894  VERT ORDER      -  THIRD
 MR0894
 MR0894.The horizontal coordinates were scaled from a map and have
 MR0894.an estimated accuracy of +/- 6 seconds.
 MR0894
 MR0894.The orthometric height was computed from unverified reset data.
 MR0894
 MR0894.No vertical observational check was made to the station.
 MR0894
 MR0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 MR0894.GEOID18 height accuracy estimate available here.
 MR0894
 MR0894.Click photographs - Photos may exist for this station.
 MR0894
 MR0894;                    North         East    Units  Estimated Accuracy
 MR0894;SPC UT N     - 1,101,410.      460,630.      MT  (+/- 180 meters Scaled)
 MR0894
 MR0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL187664(NAD 83)
 MR0894
 MR0894                          SUPERSEDED SURVEY CONTROL
 MR0894
 MR0894.No superseded survey control is available for this station.
 MR0894
 MR0894_MARKER: DV = VERTICAL CONTROL DISK
 MR0894_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MR0894+WITH SETTING: PAVEMENT
 MR0894_SP_SET: SIGNAL LIGHT BASE
 MR0894_STAMPING: Y 370 RESET 1987
 MR0894_MARK LOGO: NGS
 MR0894_MAGNETIC: N = NO MAGNETIC MATERIAL
 MR0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0894+STABILITY: SURFACE MOTION
 MR0894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0894+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2010
 MR0894
 MR0894  HISTORY     - Date     Condition        Report By
 MR0894  HISTORY     - 1987     MONUMENTED       USGS
 MR0894  HISTORY     - 20101115 GOOD             INDIV
 MR0894
 MR0894                          STATION DESCRIPTION
 MR0894
 MR0894'DESCRIBED BY US GEOLOGICAL SURVEY 1987
 MR0894'1.6 MILES (2.6 KM) NORTH ALONG WALL AVENUE FROM THE UNION PACIFIC
 MR0894'RAILROAD STATION IN OGDEN, THENCE 0.45 MILE (0.72 KM) EASTERLY ALONG
 MR0894'STATE HIGHWAY 39 (CANYON ROAD) AT THE NORTHWEST CORNER OF THE
 MR0894'INTERSECTION OF WASHINGTON BOULEVARD AND STATE HIGHWAY 39, IN TOP AND
 MR0894'WEST EDGE OF A CIRCULAR CONCRETE POST WHICH SUPPORTS A TRAFFIC
 MR0894'SIGNAL, 36 FEET (11.0 M) NORTH OF THE CENTERLINE OF THE EAST BOUND
 MR0894'LANES OF STATE HIGHWAY 39 AND 46 FEET (14.0 M) WEST OF THE CENTERLINE
 MR0894'OF THE SOUTHBOUND LANES OF WASHINGTON BOULEVARD, 2 FEET (0.6 M) NORTH
 MR0894'OF A SIDEWALK ABOUT 0.6 ABOVE THE GROUND.
 MR0894
 MR0894                          STATION RECOVERY (2010)
 MR0894
 MR0894'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (RCW)
 MR0894'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0466 ***********************************************************************
 MS0466  DESIGNATION -  Y 371
 MS0466  PID         -  MS0466
 MS0466  STATE/COUNTY-  UT/WEBER
 MS0466  COUNTRY     -  US
 MS0466  USGS QUAD   -  ROY (2017)
 MS0466
 MS0466                         *CURRENT SURVEY CONTROL
 MS0466  ______________________________________________________________________
 MS0466* NAD 83(1986) POSITION- 41 09 41.88   (N) 112 01 21.93   (W)   HD_HELD1
 MS0466* NAVD 88 ORTHO HEIGHT -  1391.712 (meters)     4565.98  (feet) ADJUSTED
 MS0466  ______________________________________________________________________
 MS0466  GEOID HEIGHT    -        -16.934 (meters)                     GEOID18
 MS0466  DYNAMIC HEIGHT  -       1390.634 (meters)     4562.44  (feet) COMP
 MS0466  MODELED GRAVITY -    979,801.5   (mgal)                       NAVD 88
 MS0466
 MS0466  VERT ORDER      -  FIRST     CLASS II
 MS0466
 MS0466.The horizontal coordinates were determined by differentially corrected
 MS0466.hand held GPS observations or other comparable positioning techniques
 MS0466.and have an estimated accuracy of +/- 3 meters.
 MS0466
 MS0466.The orthometric height was determined by differential leveling and
 MS0466.adjusted by the NATIONAL GEODETIC SURVEY
 MS0466.in June 1991.
 MS0466
 MS0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0466.GEOID18 height accuracy estimate available here.
 MS0466
 MS0466.Click photographs - Photos may exist for this station.
 MS0466
 MS0466.The dynamic height is computed by dividing the NAVD 88
 MS0466.geopotential number by the normal gravity value computed on the
 MS0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0466.degrees latitude (g = 980.6199 gals.).
 MS0466
 MS0466.The modeled gravity was interpolated from observed gravity values.
 MS0466
 MS0466;                    North         East    Units  Estimated Accuracy
 MS0466;SPC UT N     - 1,092,114.2     456,127.4     MT  (+/- 3 meters HH1 GPS) 
 MS0466
 MS0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1419457204(NAD 83)
 MS0466
 MS0466                          SUPERSEDED SURVEY CONTROL
 MS0466
 MS0466.No superseded survey control is available for this station.
 MS0466
 MS0466_MARKER: DV = VERTICAL CONTROL DISK
 MS0466_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MS0466_SP_SET: PIER
 MS0466_STAMPING: Y 371 1983
 MS0466_MARK LOGO: NGS
 MS0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0466
 MS0466  HISTORY     - Date     Condition        Report By
 MS0466  HISTORY     - 1983     MONUMENTED       NGS
 MS0466  HISTORY     - 20011224 GOOD             INDIV
 MS0466  HISTORY     - 20050603 GOOD             USPSQD
 MS0466  HISTORY     - 20171215 GOOD             INDIV
 MS0466
 MS0466                          STATION DESCRIPTION
 MS0466
 MS0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MS0466'IN ROY.
 MS0466'IN ROY, AT THE INTERSECTION OF INTERSTATE HIGHWAY 15 AND 5600 SOUTH
 MS0466'STREET, SET VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY 1 OF 4
 MS0466'PIERS OF THE NORTHBOUND OVERPASS OF THE STREET, AND 6.4 METERS (21.0
 MS0466'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE STREET.
 MS0466'THE MARK IS 1.3 M ABOVE THE GROUND.
 MS0466
 MS0466                          STATION RECOVERY (2001)
 MS0466
 MS0466'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (KNF)
 MS0466'RECOVERED IN GOOD CONDITION.
 MS0466
 MS0466                          STATION RECOVERY (2005)
 MS0466
 MS0466'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 MS0466'RECOVERED AS DESCRIBED
 MS0466
 MS0466                          STATION RECOVERY (2017)
 MS0466
 MS0466'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (JEC)
 MS0466'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0363 ***********************************************************************
 HM0363  DESIGNATION -  Y 372
 HM0363  PID         -  HM0363
 HM0363  STATE/COUNTY-  UT/SAN JUAN
 HM0363  COUNTRY     -  US
 HM0363  USGS QUAD   -  BLUFF SW (2017)
 HM0363
 HM0363                         *CURRENT SURVEY CONTROL
 HM0363  ______________________________________________________________________
 HM0363* NAD 83(1986) POSITION- 37 15 33.8    (N) 109 40 10.0    (W)   HD_HELD2
 HM0363* NAVD 88 ORTHO HEIGHT -  1399.682 (meters)     4592.12  (feet) ADJUSTED
 HM0363  ______________________________________________________________________
 HM0363  GEOID HEIGHT    -        -20.807 (meters)                     GEOID18
 HM0363  DYNAMIC HEIGHT  -       1398.132 (meters)     4587.04  (feet) COMP
 HM0363  MODELED GRAVITY -    979,475.0   (mgal)                       NAVD 88
 HM0363
 HM0363  VERT ORDER      -  FIRST     CLASS II
 HM0363
 HM0363.The horizontal coordinates were established by autonomous hand held GPS
 HM0363.observations and have an estimated accuracy of +/- 10 meters.
 HM0363
 HM0363.The orthometric height was determined by differential leveling and
 HM0363.adjusted by the NATIONAL GEODETIC SURVEY
 HM0363.in June 1991.
 HM0363
 HM0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0363.GEOID18 height accuracy estimate available here.
 HM0363
 HM0363.Click photographs - Photos may exist for this station.
 HM0363
 HM0363.The dynamic height is computed by dividing the NAVD 88
 HM0363.geopotential number by the normal gravity value computed on the
 HM0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0363.degrees latitude (g = 980.6199 gals.).
 HM0363
 HM0363.The modeled gravity was interpolated from observed gravity values.
 HM0363
 HM0363;                    North         East    Units  Estimated Accuracy
 HM0363;SPC UT S     - 3,067,372.      662,374.      MT  (+/- 10 meters HH2 GPS)
 HM0363
 HM0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG1798724477(NAD 83)
 HM0363
 HM0363                          SUPERSEDED SURVEY CONTROL
 HM0363
 HM0363.No superseded survey control is available for this station.
 HM0363
 HM0363_MARKER: DV = VERTICAL CONTROL DISK
 HM0363_SETTING: 66 = SET IN ROCK OUTCROP
 HM0363_STAMPING: Y 372 1983
 HM0363_MARK LOGO: NGS
 HM0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0363+STABILITY: POSITION/ELEVATION WELL
 HM0363
 HM0363  HISTORY     - Date     Condition        Report By
 HM0363  HISTORY     - 1983     MONUMENTED       NGS
 HM0363
 HM0363                          STATION DESCRIPTION
 HM0363
 HM0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0363'10.2 KM (6.35 MI) SW FROM BLUFF.
 HM0363'10.2 KM (6.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0363'OFFICE IN BLUFF, 2.6 KM (1.6 MI) WEST OF A POWER LINE CROSSING, IN AN
 HM0363'EXPOSED AREA OF OUTCROPPING BEDROCK AT THE EAST END OF A HIGHWAY CUT,
 HM0363'48.7 METERS (159.8 FT) WEST-SOUTHWEST OF MILEPOST 39, 33.0 METERS
 HM0363'(108.3 FT) SOUTHWEST OF THE WEST END OF A GUARD RAIL, 24.4 METERS
 HM0363'(80.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 23.0 METERS
 HM0363'(75.5 FT) SOUTHEAST OF THE EAST END OF THE CUT.
 HM0363'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 HM0363'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HN0680 ***********************************************************************
 HN0680  DESIGNATION -  Y 373
 HN0680  PID         -  HN0680
 HN0680  STATE/COUNTY-  UT/SAN JUAN
 HN0680  COUNTRY     -  US
 HN0680  USGS QUAD   -  MONUMENT PASS (2017)
 HN0680
 HN0680                         *CURRENT SURVEY CONTROL
 HN0680  ______________________________________________________________________
 HN0680* NAD 83(1986) POSITION- 37 04 23.3    (N) 110 01 49.8    (W)   HD_HELD2
 HN0680* NAVD 88 ORTHO HEIGHT -  1635.331 (meters)     5365.25  (feet) ADJUSTED
 HN0680  ______________________________________________________________________
 HN0680  GEOID HEIGHT    -        -21.089 (meters)                     GEOID18
 HN0680  DYNAMIC HEIGHT  -       1633.413 (meters)     5358.96  (feet) COMP
 HN0680  MODELED GRAVITY -    979,400.6   (mgal)                       NAVD 88
 HN0680
 HN0680  VERT ORDER      -  FIRST     CLASS II
 HN0680
 HN0680.The horizontal coordinates were established by autonomous hand held GPS
 HN0680.observations and have an estimated accuracy of +/- 10 meters.
 HN0680
 HN0680.The orthometric height was determined by differential leveling and
 HN0680.adjusted by the NATIONAL GEODETIC SURVEY
 HN0680.in June 1991.
 HN0680
 HN0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 HN0680.GEOID18 height accuracy estimate available here.
 HN0680
 HN0680.Click photographs - Photos may exist for this station.
 HN0680
 HN0680.The dynamic height is computed by dividing the NAVD 88
 HN0680.geopotential number by the normal gravity value computed on the
 HN0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HN0680.degrees latitude (g = 980.6199 gals.).
 HN0680
 HN0680.The modeled gravity was interpolated from observed gravity values.
 HN0680
 HN0680;                    North         East    Units  Estimated Accuracy
 HN0680;SPC UT S     - 3,046,139.      630,676.      MT  (+/- 10 meters HH2 GPS)
 HN0680
 HN0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWG8618003425(NAD 83)
 HN0680
 HN0680                          SUPERSEDED SURVEY CONTROL
 HN0680
 HN0680.No superseded survey control is available for this station.
 HN0680
 HN0680_MARKER: I = METAL ROD
 HN0680_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HN0680_STAMPING: Y 373 1983
 HN0680_MARK LOGO: NGS
 HN0680_PROJECTION: FLUSH
 HN0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HN0680_ROD/PIPE-DEPTH: 6.1 meters
 HN0680
 HN0680  HISTORY     - Date     Condition        Report By
 HN0680  HISTORY     - 1983     MONUMENTED       NGS
 HN0680
 HN0680                          STATION DESCRIPTION
 HN0680
 HN0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HN0680'18.2 KM (11.3 MI) SW FROM MEXICAN HAT.
 HN0680'18.2 KM (11.3 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HN0680'OFFICE IN MEXICAN HAT, 2.6 KM (1.6 MI) SOUTHWEST OF COUNTY ROAD 6480,
 HN0680'0.1 KM (0.05 MI) NORTHEAST OF MILEPOST 10, 56.5 METERS (185.4 FT)
 HN0680'SOUTHWEST OF THE EXTENDED CENTER OF A TRACK ROAD LEADING SOUTHEAST,
 HN0680'9.8 METERS (32.2 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 HN0680'0.8 METER (2.6 FT) SOUTHWEST OF THE NORTHWEST LEG OF A HIGHWAY
 HN0680'INFORMATION SIGN (VIEW AREA 1 MILE AHEAD).  NOTE=ACCESS TO THE DATUM
 HN0680'POINT IS THROUGH A 5-INCH LOGO CAP.
 HN0680'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 HN0680'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HM0464 ***********************************************************************
 HM0464  DESIGNATION -  Y 374
 HM0464  PID         -  HM0464
 HM0464  STATE/COUNTY-  UT/SAN JUAN
 HM0464  COUNTRY     -  US
 HM0464  USGS QUAD   -  NAVAJO CANYON (2017)
 HM0464
 HM0464                         *CURRENT SURVEY CONTROL
 HM0464  ______________________________________________________________________
 HM0464* NAD 83(1986) POSITION- 37 20 53.1    (N) 109 13 34.0    (W)   HD_HELD2
 HM0464* NAVD 88 ORTHO HEIGHT -  1531.615 (meters)     5024.97  (feet) ADJUSTED
 HM0464  ______________________________________________________________________
 HM0464  GEOID HEIGHT    -        -20.654 (meters)                     GEOID18
 HM0464  DYNAMIC HEIGHT  -       1529.873 (meters)     5019.26  (feet) COMP
 HM0464  MODELED GRAVITY -    979,439.9   (mgal)                       NAVD 88
 HM0464
 HM0464  VERT ORDER      -  FIRST     CLASS II
 HM0464
 HM0464.The horizontal coordinates were established by autonomous hand held GPS
 HM0464.observations and have an estimated accuracy of +/- 10 meters.
 HM0464
 HM0464.The orthometric height was determined by differential leveling and
 HM0464.adjusted by the NATIONAL GEODETIC SURVEY
 HM0464.in June 1991.
 HM0464
 HM0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 HM0464.GEOID18 height accuracy estimate available here.
 HM0464
 HM0464.Click photographs - Photos may exist for this station.
 HM0464
 HM0464.The dynamic height is computed by dividing the NAVD 88
 HM0464.geopotential number by the normal gravity value computed on the
 HM0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0464.degrees latitude (g = 980.6199 gals.).
 HM0464
 HM0464.The modeled gravity was interpolated from observed gravity values.
 HM0464
 HM0464;                    North         East    Units  Estimated Accuracy
 HM0464;SPC UT S     - 3,078,075.      701,452.      MT  (+/- 10 meters HH2 GPS)
 HM0464
 HM0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG5711734963(NAD 83)
 HM0464
 HM0464                          SUPERSEDED SURVEY CONTROL
 HM0464
 HM0464.No superseded survey control is available for this station.
 HM0464
 HM0464_MARKER: DV = VERTICAL CONTROL DISK
 HM0464_SETTING: 66 = SET IN ROCK OUTCROP
 HM0464_STAMPING: Y 374 1984
 HM0464_MARK LOGO: NGS
 HM0464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0464+STABILITY: POSITION/ELEVATION WELL
 HM0464
 HM0464  HISTORY     - Date     Condition        Report By
 HM0464  HISTORY     - 1984     MONUMENTED       NGS
 HM0464
 HM0464                          STATION DESCRIPTION
 HM0464
 HM0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0464'48.0 KM (29.8 MI) NE FROM BLUFF.
 HM0464'18.2 KM (11.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 163 FROM THE POST
 HM0464'OFFICE IN BLUFF, THENCE 13.5 KM (8.4 MI) EASTERLY ALONG STATE HIGHWAY
 HM0464'262, THENCE 10.8 KM (6.7 MI) SOUTHEASTERLY ALONG A PAVED ROAD, THENCE
 HM0464'5.5 KM (3.4 MI) SOUTH ALONG A GRAVELED ROAD, NEAR THE SOUTHWEST END OF
 HM0464'A 50- BY 100-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK ALONG THE EAST
 HM0464'BANK OF A DRY WASH, 24.0 METERS (78.7 FT) WEST OF THE CENTER OF THE
 HM0464'ROAD, 13.0 METERS (42.7 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE
 HM0464'OUTCROP, AND 5.3 METERS (17.4 FT) NORTHEAST OF THE SOUTHWEST EDGE OF
 HM0464'THE OUTCROP.
 HM0464'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 HM0464'THE MARK IS 1.0 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0501 ***********************************************************************
 LN0501  DESIGNATION -  Y 374
 LN0501  PID         -  LN0501
 LN0501  STATE/COUNTY-  UT/UINTAH
 LN0501  COUNTRY     -  US
 LN0501  USGS QUAD   -  STEINAKER RESERVOIR (2017)
 LN0501
 LN0501                         *CURRENT SURVEY CONTROL
 LN0501  ______________________________________________________________________
 LN0501* NAD 83(1986) POSITION- 40 32 45.     (N) 109 31 27.     (W)   SCALED
 LN0501* NAVD 88 ORTHO HEIGHT -  1720.933 (meters)     5646.09  (feet) ADJUSTED
 LN0501  ______________________________________________________________________
 LN0501  GEOID HEIGHT    -        -15.876 (meters)                     GEOID18
 LN0501  DYNAMIC HEIGHT  -       1719.357 (meters)     5640.92  (feet) COMP
 LN0501  MODELED GRAVITY -    979,649.0   (mgal)                       NAVD 88
 LN0501
 LN0501  VERT ORDER      -  FIRST     CLASS II
 LN0501
 LN0501.The horizontal coordinates were scaled from a map and have
 LN0501.an estimated accuracy of +/- 6 seconds.
 LN0501
 LN0501.The orthometric height was determined by differential leveling and
 LN0501.adjusted by the NATIONAL GEODETIC SURVEY
 LN0501.in June 1991.
 LN0501
 LN0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0501.GEOID18 height accuracy estimate available here.
 LN0501
 LN0501.Click photographs - Photos may exist for this station.
 LN0501
 LN0501.The dynamic height is computed by dividing the NAVD 88
 LN0501.geopotential number by the normal gravity value computed on the
 LN0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0501.degrees latitude (g = 980.6199 gals.).
 LN0501
 LN0501.The modeled gravity was interpolated from observed gravity values.
 LN0501
 LN0501;                    North         East    Units  Estimated Accuracy
 LN0501;SPC UT C     - 2,247,490.      667,360.      MT  (+/- 180 meters Scaled)
 LN0501
 LN0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK249893(NAD 83)
 LN0501
 LN0501                          SUPERSEDED SURVEY CONTROL
 LN0501
 LN0501.No superseded survey control is available for this station.
 LN0501
 LN0501_MARKER: DV = VERTICAL CONTROL DISK
 LN0501_SETTING: 66 = SET IN ROCK OUTCROP
 LN0501_STAMPING: Y 374 1984
 LN0501_MARK LOGO: NGS
 LN0501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0501+STABILITY: POSITION/ELEVATION WELL
 LN0501
 LN0501  HISTORY     - Date     Condition        Report By
 LN0501  HISTORY     - 1984     MONUMENTED       NGS
 LN0501
 LN0501                          STATION DESCRIPTION
 LN0501
 LN0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0501'10.7 KM (6.65 MI) NORTH FROM VERNAL.
 LN0501'10.7 KM (6.65 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0501'WITH U.S. HIGHWAY 40 IN VERNAL, 1.8 KM (1.1 MI) NORTH OF A PAVED ROAD
 LN0501'LEADING TO STEINAKER STATE LAKE RECREATION AREA, 0.2 KM (0.1 MI)
 LN0501'NORTHEAST OF A TRACK ROAD LEADING NORTH, 48.5 M (159.1 FT) SOUTHEAST
 LN0501'OF THE CENTERLINE OF THE HIGHWAY, 35.5 M (116.5 FT) SOUTH OF A FENCE
 LN0501'CORNER, 10.0 M (32.8 FT) SOUTHWEST OF THE NORTHEAST END OF A 300 FOOT
 LN0501'ROCK LEDGE, 1.2 M (3.9 FT) WEST OF A FENCE, AND 1.0 M (3.3 FT) ABOVE
 LN0501'THE GROUND.
 LN0501'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LN0501'THE MARK IS 6.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0481 ***********************************************************************
 HO0481  DESIGNATION -  Y 375
 HO0481  PID         -  HO0481
 HO0481  STATE/COUNTY-  UT/IRON
 HO0481  COUNTRY     -  US
 HO0481  USGS QUAD   -  KANARRAVILLE (2017)
 HO0481
 HO0481                         *CURRENT SURVEY CONTROL
 HO0481  ______________________________________________________________________
 HO0481* NAD 83(1986) POSITION- 37 34 36.69   (N) 113 09 40.29   (W)   HD_HELD1
 HO0481* NAVD 88 ORTHO HEIGHT -  1694.808 (meters)     5560.38  (feet) ADJUSTED
 HO0481  ______________________________________________________________________
 HO0481  GEOID HEIGHT    -        -21.757 (meters)                     GEOID18
 HO0481  DYNAMIC HEIGHT  -       1692.862 (meters)     5554.00  (feet) COMP
 HO0481  MODELED GRAVITY -    979,422.6   (mgal)                       NAVD 88
 HO0481  OBS GRAVITY     -    979,423.1   (mgal)                       GRAV_OBS
 HO0481
 HO0481  VERT ORDER      -  FIRST     CLASS II
 HO0481
 HO0481.The horizontal coordinates were determined by differentially corrected
 HO0481.hand held GPS observations or other comparable positioning techniques
 HO0481.and have an estimated accuracy of +/- 3 meters.
 HO0481
 HO0481.The orthometric height was determined by differential leveling and
 HO0481.adjusted by the NATIONAL GEODETIC SURVEY
 HO0481.in June 1991.
 HO0481
 HO0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0481.GEOID18 height accuracy estimate available here.
 HO0481
 HO0481.Click photographs - Photos may exist for this station.
 HO0481
 HO0481.The dynamic height is computed by dividing the NAVD 88
 HO0481.geopotential number by the normal gravity value computed on the
 HO0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0481.degrees latitude (g = 980.6199 gals.).
 HO0481
 HO0481.The modeled gravity was interpolated from observed gravity values.
 HO0481
 HO0481.The observed gravity was obtained from relative gravimeter ties
 HO0481.to the IGSN71 gravity network.
 HO0481
 HO0481;                    North         East    Units  Estimated Accuracy
 HO0481;SPC UT S     - 3,102,319.1     353,273.0     MT  (+/- 3 meters HH1 GPS) 
 HO0481
 HO0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUG0915661063(NAD 83)
 HO0481
 HO0481                          SUPERSEDED SURVEY CONTROL
 HO0481
 HO0481.No superseded survey control is available for this station.
 HO0481
 HO0481_MARKER: F = FLANGE-ENCASED ROD
 HO0481_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HO0481_STAMPING: Y 375 1984
 HO0481_MARK LOGO: NGS
 HO0481_PROJECTION: FLUSH
 HO0481_MAGNETIC: N = NO MAGNETIC MATERIAL
 HO0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HO0481_ROD/PIPE-DEPTH: 10.7 meters
 HO0481
 HO0481  HISTORY     - Date     Condition        Report By
 HO0481  HISTORY     - 1984     MONUMENTED       NGS
 HO0481  HISTORY     - 20170529 GOOD             USPSQD
 HO0481
 HO0481                          STATION DESCRIPTION
 HO0481
 HO0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HO0481'4.8 KM (3.0 MI) NORTH FROM KANARRAVILLE.
 HO0481'4.83 KM (3.0 MI) NORTH ALONG US HIGHWAY 91 FROM THE CHURCH OF LATTER
 HO0481'DAY SAINTS AT KANARRAVILLE, IN THE EAST CORNER OF THE Y JUNCTION OF A
 HO0481'DIRT ROAD LEADING SOUTHEAST, AT A TURNOUT, 0.2 KM (0.1 MI) NORTH OF A
 HO0481'CURVE, 15.7 METERS (51.5 FT) EAST OF THE HIGHWAY CENTERLINE,
 HO0481'70.1 METERS (230 FT) NORTH OF THE CENTER OF THE JUNCTION AND 0.9 METER
 HO0481'(3 FT) SOUTH OF THE SOUTH ONE OF TWO STONE PILLARS SUPPORTING A
 HO0481'HISTORICAL SIGN.
 HO0481'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 HO0481'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HO0481
 HO0481                          STATION RECOVERY (2017)
 HO0481
 HO0481'RECOVERY NOTE BY US POWER SQUADRON 2017 (GDS)
 HO0481'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0462 ***********************************************************************
 JO0462  DESIGNATION -  Y 376
 JO0462  PID         -  JO0462
 JO0462  STATE/COUNTY-  UT/BEAVER
 JO0462  COUNTRY     -  US
 JO0462  USGS QUAD   -  MILFORD NW (2017)
 JO0462
 JO0462                         *CURRENT SURVEY CONTROL
 JO0462  ______________________________________________________________________
 JO0462* NAD 83(1986) POSITION- 38 26 19.     (N) 113 09 07.     (W)   SCALED
 JO0462* NAVD 88 ORTHO HEIGHT -  1693.523 (meters)     5556.17  (feet) ADJUSTED
 JO0462  ______________________________________________________________________
 JO0462  GEOID HEIGHT    -        -20.874 (meters)                     GEOID18
 JO0462  DYNAMIC HEIGHT  -       1691.719 (meters)     5550.25  (feet) COMP
 JO0462  MODELED GRAVITY -    979,503.2   (mgal)                       NAVD 88
 JO0462
 JO0462  VERT ORDER      -  FIRST     CLASS II
 JO0462
 JO0462.The horizontal coordinates were scaled from a map and have
 JO0462.an estimated accuracy of +/- 6 seconds.
 JO0462
 JO0462.The orthometric height was determined by differential leveling and
 JO0462.adjusted by the NATIONAL GEODETIC SURVEY
 JO0462.in June 1991.
 JO0462
 JO0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0462.GEOID18 height accuracy estimate available here.
 JO0462
 JO0462.Click photographs - Photos may exist for this station.
 JO0462
 JO0462.The dynamic height is computed by dividing the NAVD 88
 JO0462.geopotential number by the normal gravity value computed on the
 JO0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0462.degrees latitude (g = 980.6199 gals.).
 JO0462
 JO0462.The modeled gravity was interpolated from observed gravity values.
 JO0462
 JO0462;                    North         East    Units  Estimated Accuracy
 JO0462;SPC UT S     - 3,197,940.      355,780.      MT  (+/- 180 meters Scaled)
 JO0462
 JO0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH121566(NAD 83)
 JO0462
 JO0462                          SUPERSEDED SURVEY CONTROL
 JO0462
 JO0462.No superseded survey control is available for this station.
 JO0462
 JO0462_MARKER: DV = VERTICAL CONTROL DISK
 JO0462_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JO0462_SP_SET: CURB OVER ABUTMENT
 JO0462_STAMPING: Y 376 1984
 JO0462_MARK LOGO: NGS
 JO0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0462
 JO0462  HISTORY     - Date     Condition        Report By
 JO0462  HISTORY     - 1984     MONUMENTED       NGS
 JO0462
 JO0462                          STATION DESCRIPTION
 JO0462
 JO0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0462'13.4 KM (8.3 MI) NW FROM MILFORD.
 JO0462'13.37 KM (8.31 MI) NORTHWEST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION
 JO0462'WITH STATE HIGHWAY 257 AT MILFORD, IN TOP OF AND 1.8 METERS (6 FT)
 JO0462'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CURB FOR A SMALL
 JO0462'CONCRETE BRIDGE OVER A DRY WASH, 0.51 KM (0.32 MI) NORTHWEST OF
 JO0462'MILEPOST 69 AND 4.1 METERS (13.5 FT) SOUTHWEST OF THE HIGHWAY
 JO0462'CENTERLINE.
 JO0462'THE MARK IS 0.1 M ABOVE THE BRIDGE FLOOR.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0632 ***********************************************************************
 MS0632  DESIGNATION -  Y 377 BE CO
 MS0632  PID         -  MS0632
 MS0632  STATE/COUNTY-  UT/BOX ELDER
 MS0632  COUNTRY     -  US
 MS0632  USGS QUAD   -  PARK VALLEY (2017)
 MS0632
 MS0632                         *CURRENT SURVEY CONTROL
 MS0632  ______________________________________________________________________
 MS0632* NAD 83(1986) POSITION- 41 49 00.     (N) 113 19 53.     (W)   SCALED
 MS0632* NAVD 88 ORTHO HEIGHT -  1688.194 (meters)     5538.68  (feet) ADJUSTED
 MS0632  ______________________________________________________________________
 MS0632  GEOID HEIGHT    -        -14.974 (meters)                     GEOID18
 MS0632  DYNAMIC HEIGHT  -       1686.984 (meters)     5534.71  (feet) COMP
 MS0632  MODELED GRAVITY -    979,845.7   (mgal)                       NAVD 88
 MS0632
 MS0632  VERT ORDER      -  FIRST     CLASS II
 MS0632
 MS0632.The horizontal coordinates were scaled from a map and have
 MS0632.an estimated accuracy of +/- 6 seconds.
 MS0632
 MS0632.The orthometric height was determined by differential leveling and
 MS0632.adjusted by the NATIONAL GEODETIC SURVEY
 MS0632.in June 1991.
 MS0632
 MS0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0632.GEOID18 height accuracy estimate available here.
 MS0632
 MS0632.Click photographs - Photos may exist for this station.
 MS0632
 MS0632.The dynamic height is computed by dividing the NAVD 88
 MS0632.geopotential number by the normal gravity value computed on the
 MS0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0632.degrees latitude (g = 980.6199 gals.).
 MS0632
 MS0632.The modeled gravity was interpolated from observed gravity values.
 MS0632
 MS0632;                    North         East    Units  Estimated Accuracy
 MS0632;SPC UT N     - 1,166,330.      347,840.      MT  (+/- 180 meters Scaled)
 MS0632
 MS0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM063320(NAD 83)
 MS0632
 MS0632                          SUPERSEDED SURVEY CONTROL
 MS0632
 MS0632.No superseded survey control is available for this station.
 MS0632
 MS0632_MARKER: I = METAL ROD
 MS0632_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0632_STAMPING: Y 377 1984
 MS0632_MARK LOGO: NGS
 MS0632_PROJECTION: FLUSH
 MS0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0632_ROD/PIPE-DEPTH: 3.3 meters
 MS0632
 MS0632  HISTORY     - Date     Condition        Report By
 MS0632  HISTORY     - 1984     MONUMENTED       NGS
 MS0632
 MS0632                          STATION DESCRIPTION
 MS0632
 MS0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0632'IN PARK VALLEY.
 MS0632'IN PARK VALLEY, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF A
 MS0632'CONCRETE DRIVEWAY LEADING SOUTH, ABOUT 300 FEET SOUTHWEST ACROSS THE
 MS0632'HIGHWAY FROM A BRICK CHURCH, 0.17 KM (0.10 MI) EAST OF MILEPOST 55,
 MS0632'13.6 METERS (44.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 15.6 METERS
 MS0632'(51 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A ONE STORY STONE
 MS0632'HOUSE, 5.5 METERS (18 FT) EAST OF THE CENTER OF THE DRIVEWAY AND
 MS0632'0.3 METER (1 FT) NORTH OF A FENCE.
 MS0632'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 MS0632'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0419 ***********************************************************************
 JO0419  DESIGNATION -  Y 377 M CO
 JO0419  PID         -  JO0419
 JO0419  STATE/COUNTY-  UT/MILLARD
 JO0419  COUNTRY     -  US
 JO0419  USGS QUAD   -  TUNNEL SPRING (2017)
 JO0419
 JO0419                         *CURRENT SURVEY CONTROL
 JO0419  ______________________________________________________________________
 JO0419* NAD 83(1986) POSITION- 38 39 07.     (N) 113 52 13.     (W)   SCALED
 JO0419* NAVD 88 ORTHO HEIGHT -  1853.602 (meters)     6081.36  (feet) ADJUSTED
 JO0419  ______________________________________________________________________
 JO0419  GEOID HEIGHT    -        -20.886 (meters)                     GEOID18
 JO0419  DYNAMIC HEIGHT  -       1851.605 (meters)     6074.81  (feet) COMP
 JO0419  MODELED GRAVITY -    979,484.7   (mgal)                       NAVD 88
 JO0419
 JO0419  VERT ORDER      -  FIRST     CLASS II
 JO0419
 JO0419.The horizontal coordinates were scaled from a map and have
 JO0419.an estimated accuracy of +/- 6 seconds.
 JO0419
 JO0419.The orthometric height was determined by differential leveling and
 JO0419.adjusted by the NATIONAL GEODETIC SURVEY
 JO0419.in June 1991.
 JO0419
 JO0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0419.GEOID18 height accuracy estimate available here.
 JO0419
 JO0419.Click photographs - Photos may exist for this station.
 JO0419
 JO0419.The dynamic height is computed by dividing the NAVD 88
 JO0419.geopotential number by the normal gravity value computed on the
 JO0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0419.degrees latitude (g = 980.6199 gals.).
 JO0419
 JO0419.The modeled gravity was interpolated from observed gravity values.
 JO0419
 JO0419;                    North         East    Units  Estimated Accuracy
 JO0419;SPC UT C     - 2,038,110.      293,670.      MT  (+/- 180 meters Scaled)
 JO0419
 JO0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH502820(NAD 83)
 JO0419
 JO0419                          SUPERSEDED SURVEY CONTROL
 JO0419
 JO0419.No superseded survey control is available for this station.
 JO0419
 JO0419_MARKER: I = METAL ROD
 JO0419_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JO0419+WITH SETTING: INFORMATION.
 JO0419_STAMPING: Y 377 1984
 JO0419_MARK LOGO: NGS
 JO0419_PROJECTION: FLUSH
 JO0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0419_ROD/PIPE-DEPTH: 1.2 meters
 JO0419
 JO0419  HISTORY     - Date     Condition        Report By
 JO0419  HISTORY     - 1984     MONUMENTED       NGS
 JO0419
 JO0419                          STATION DESCRIPTION
 JO0419
 JO0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0419'35.7 KM (22.3 MI) SE FROM GARRISON.
 JO0419'35.7 KM (22.3 MI) SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST
 JO0419'OFFICE AT GARRISON, 0.5 KM (0.3 MI) SOUTHEAST OF MILEPOST 23, 0.1 KM
 JO0419'(0.05 MI) SOUTHEAST OF THE T JUNCTION OF A TRACK ROAD LEADING
 JO0419'SOUTHWEST, 30.2 METERS (99 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 JO0419'98.6 METERS (323.5 FT) SOUTHEAST OF THE NORTHEAST END OF A 24-INCH
 JO0419'CORRUGATED METAL PIPE CULVERT, 1.3 METERS (4.5 FT) SOUTH OF THE
 JO0419'NORTHWEST END OF A WOOD BRACE IN THE RIGHT OF WAY FENCE AND 0.6 METER
 JO0419'(2 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.  NOTE-ROD SET TO 4 FEET
 JO0419'IMBEDDED REFUSAL.
 JO0419'THE MARK IS 1.0 METERS  NW FROM A WITNESS POST.
 JO0419'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0444 ***********************************************************************
 JO0444  DESIGNATION -  Y 378 B CO
 JO0444  PID         -  JO0444
 JO0444  STATE/COUNTY-  UT/BEAVER
 JO0444  COUNTRY     -  US
 JO0444  USGS QUAD   -  WALLACES PEAK (2017)
 JO0444
 JO0444                         *CURRENT SURVEY CONTROL
 JO0444  ______________________________________________________________________
 JO0444* NAD 83(1986) POSITION- 38 29 06.     (N) 113 27 26.     (W)   SCALED
 JO0444* NAVD 88 ORTHO HEIGHT -  1546.326 (meters)     5073.24  (feet) ADJUSTED
 JO0444  ______________________________________________________________________
 JO0444  GEOID HEIGHT    -        -21.192 (meters)                     GEOID18
 JO0444  DYNAMIC HEIGHT  -       1544.725 (meters)     5067.99  (feet) COMP
 JO0444  MODELED GRAVITY -    979,539.3   (mgal)                       NAVD 88
 JO0444
 JO0444  VERT ORDER      -  FIRST     CLASS II
 JO0444
 JO0444.The horizontal coordinates were scaled from a map and have
 JO0444.an estimated accuracy of +/- 6 seconds.
 JO0444
 JO0444.The orthometric height was determined by differential leveling and
 JO0444.adjusted by the NATIONAL GEODETIC SURVEY
 JO0444.in June 1991.
 JO0444
 JO0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0444.GEOID18 height accuracy estimate available here.
 JO0444
 JO0444.Click photographs - Photos may exist for this station.
 JO0444
 JO0444.The dynamic height is computed by dividing the NAVD 88
 JO0444.geopotential number by the normal gravity value computed on the
 JO0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0444.degrees latitude (g = 980.6199 gals.).
 JO0444
 JO0444.The modeled gravity was interpolated from observed gravity values.
 JO0444
 JO0444;                    North         East    Units  Estimated Accuracy
 JO0444;SPC UT S     - 3,203,600.      329,240.      MT  (+/- 180 meters Scaled)
 JO0444
 JO0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH856624(NAD 83)
 JO0444
 JO0444                          SUPERSEDED SURVEY CONTROL
 JO0444
 JO0444.No superseded survey control is available for this station.
 JO0444
 JO0444_MARKER: DB = BENCH MARK DISK
 JO0444_SETTING: 66 = SET IN ROCK OUTCROP
 JO0444_STAMPING: Y 378 1984
 JO0444_MARK LOGO: NGS
 JO0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JO0444
 JO0444  HISTORY     - Date     Condition        Report By
 JO0444  HISTORY     - 1984     MONUMENTED       NGS
 JO0444
 JO0444                          STATION DESCRIPTION
 JO0444
 JO0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JO0444'42.3 KM (26.4 MI) WEST FROM MILFORD.
 JO0444'42.0 KM (26.25 MI) WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 JO0444'STATE HIGHWAY 257 AT MILFORD, THENCE 0.3 KM (0.2 MI) WEST ALONG A PIPE
 JO0444'LINE ROAD, IN TOP OF THE HIGHEST POINT OF A 2 BY 2 FOOT PORTION OF
 JO0444'OUTCROP PROJECTING 1 FOOT ABOVE THE SURFACE OF THE GROUND, ON THE
 JO0444'NORTHEAST SLOPE OF A LOW BOULDER COVERED KNOLL, 25.0 METERS (82 FT)
 JO0444'SOUTHEAST OF THE CENTER OF THE ROAD.
 JO0444'THE MARK IS 0.15 METERS  NW FROM A WITNESS POST.
 JO0444'THE MARK IS 1.0 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0664 ***********************************************************************
 MS0664  DESIGNATION -  Y 378 BE CO
 MS0664  PID         -  MS0664
 MS0664  STATE/COUNTY-  UT/BOX ELDER
 MS0664  COUNTRY     -  US
 MS0664  USGS QUAD   -  BOVINE (2017)
 MS0664
 MS0664                         *CURRENT SURVEY CONTROL
 MS0664  ______________________________________________________________________
 MS0664* NAD 83(1986) POSITION- 41 27 44.     (N) 113 39 02.     (W)   SCALED
 MS0664* NAVD 88 ORTHO HEIGHT -  1366.163 (meters)     4482.15  (feet) ADJUSTED
 MS0664  ______________________________________________________________________
 MS0664  GEOID HEIGHT    -        -16.405 (meters)                     GEOID18
 MS0664  DYNAMIC HEIGHT  -       1365.205 (meters)     4479.01  (feet) COMP
 MS0664  MODELED GRAVITY -    979,874.2   (mgal)                       NAVD 88
 MS0664
 MS0664  VERT ORDER      -  FIRST     CLASS II
 MS0664
 MS0664.The horizontal coordinates were scaled from a map and have
 MS0664.an estimated accuracy of +/- 6 seconds.
 MS0664
 MS0664.The orthometric height was determined by differential leveling and
 MS0664.adjusted by the NATIONAL GEODETIC SURVEY
 MS0664.in June 1991.
 MS0664
 MS0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0664.GEOID18 height accuracy estimate available here.
 MS0664
 MS0664.Click photographs - Photos may exist for this station.
 MS0664
 MS0664.The dynamic height is computed by dividing the NAVD 88
 MS0664.geopotential number by the normal gravity value computed on the
 MS0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0664.degrees latitude (g = 980.6199 gals.).
 MS0664
 MS0664.The modeled gravity was interpolated from observed gravity values.
 MS0664
 MS0664;                    North         East    Units  Estimated Accuracy
 MS0664;SPC UT N     - 1,127,590.      320,360.      MT  (+/- 180 meters Scaled)
 MS0664
 MS0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL786934(NAD 83)
 MS0664
 MS0664                          SUPERSEDED SURVEY CONTROL
 MS0664
 MS0664.No superseded survey control is available for this station.
 MS0664
 MS0664_MARKER: DB = BENCH MARK DISK
 MS0664_SETTING: 66 = SET IN ROCK OUTCROP
 MS0664_STAMPING: Y 378 1984
 MS0664_MARK LOGO: NGS
 MS0664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0664+STABILITY: POSITION/ELEVATION WELL
 MS0664
 MS0664  HISTORY     - Date     Condition        Report By
 MS0664  HISTORY     - 1984     MONUMENTED       NGS
 MS0664
 MS0664                          STATION DESCRIPTION
 MS0664
 MS0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0664'54.7 KM (34.0 MI) SW FROM PARK VALLEY.
 MS0664'54.65 KM (33.97 MI) WEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE
 MS0664'AT PARK VALLEY, IN TOP OF AND 0.6 METER (2 FT) SOUTHEAST OF THE
 MS0664'NORTHWEST EDGE OF A 20- BY 20-FOOT PORTION OF GRAY OUTCROP PROJECTING
 MS0664'1 FOOT ABOVE THE SURFACE OF THE GROUND, 0.2 KM (0.1 MI) SOUTH OF A
 MS0664'PROMINENT BROWN OUTCROP POINT, 0.39 KM (0.24 MI) SOUTHWEST OF MILEPOST
 MS0664'22, 37.2 METERS (122 FT) NORTHWEST OF THE HIGHWAY CENTERLINE AND
 MS0664'11.7 METERS (38.5 FT) EAST OF A POWER POLE.
 MS0664'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 MS0664'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0487 ***********************************************************************
 LN0487  DESIGNATION -  Y 379
 LN0487  PID         -  LN0487
 LN0487  STATE/COUNTY-  UT/UINTAH
 LN0487  COUNTRY     -  US
 LN0487  USGS QUAD   -  BURNT CABIN GORGE (2017)
 LN0487
 LN0487                         *CURRENT SURVEY CONTROL
 LN0487  ______________________________________________________________________
 LN0487* NAD 83(1986) POSITION- 40 38 29.     (N) 109 29 00.     (W)   SCALED
 LN0487* NAVD 88 ORTHO HEIGHT -  2167.479 (meters)     7111.14  (feet) ADJUSTED
 LN0487  ______________________________________________________________________
 LN0487  GEOID HEIGHT    -        -14.829 (meters)                     GEOID18
 LN0487  DYNAMIC HEIGHT  -       2165.382 (meters)     7104.26  (feet) COMP
 LN0487  MODELED GRAVITY -    979,579.3   (mgal)                       NAVD 88
 LN0487
 LN0487  VERT ORDER      -  FIRST     CLASS II
 LN0487
 LN0487.The horizontal coordinates were scaled from a map and have
 LN0487.an estimated accuracy of +/- 6 seconds.
 LN0487
 LN0487.The orthometric height was determined by differential leveling and
 LN0487.adjusted by the NATIONAL GEODETIC SURVEY
 LN0487.in June 1991.
 LN0487
 LN0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0487.GEOID18 height accuracy estimate available here.
 LN0487
 LN0487.Click photographs - Photos may exist for this station.
 LN0487
 LN0487.The dynamic height is computed by dividing the NAVD 88
 LN0487.geopotential number by the normal gravity value computed on the
 LN0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0487.degrees latitude (g = 980.6199 gals.).
 LN0487
 LN0487.The modeled gravity was interpolated from observed gravity values.
 LN0487
 LN0487;                    North         East    Units  Estimated Accuracy
 LN0487;SPC UT C     - 2,258,170.      670,570.      MT  (+/- 180 meters Scaled)
 LN0487
 LN0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL282000(NAD 83)
 LN0487
 LN0487                          SUPERSEDED SURVEY CONTROL
 LN0487
 LN0487.No superseded survey control is available for this station.
 LN0487
 LN0487_MARKER: DV = VERTICAL CONTROL DISK
 LN0487_SETTING: 66 = SET IN ROCK OUTCROP
 LN0487_STAMPING: Y 379 1984
 LN0487_MARK LOGO: NGS
 LN0487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0487+STABILITY: POSITION/ELEVATION WELL
 LN0487
 LN0487  HISTORY     - Date     Condition        Report By
 LN0487  HISTORY     - 1984     MONUMENTED       NGS
 LN0487
 LN0487                          STATION DESCRIPTION
 LN0487
 LN0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0487'26.2 KM (16.25 MI) NORT FROM VERNAL.
 LN0487'26.2 KM (16.25 MI) NORTHERLY ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION
 LN0487'WITH U.S. HIGHWAY 40 IN VERNAL, SET IN THE SOUTHEASTERN 1/4 OF A 21 BY
 LN0487'100 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.1 KM (0.05 MI)
 LN0487'NORTHWEST OF MILEPOST 217, AND 13.5 M (44.3 FT) WEST OF THE CENTERLINE
 LN0487'OF THE HIGHWAY.
 LN0487'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LN0487'THE MARK IS 1.9 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0319 ***********************************************************************
 KO0319  DESIGNATION -  Y 38
 KO0319  PID         -  KO0319
 KO0319  STATE/COUNTY-  UT/MILLARD
 KO0319  COUNTRY     -  US
 KO0319  USGS QUAD   -  MARJUM PASS (2017)
 KO0319
 KO0319                         *CURRENT SURVEY CONTROL
 KO0319  ______________________________________________________________________
 KO0319* NAD 83(1986) POSITION- 39 15 10.     (N) 113 22 00.     (W)   SCALED
 KO0319* NAVD 88 ORTHO HEIGHT -  1888.382 (meters)     6195.47  (feet) ADJUSTED
 KO0319  ______________________________________________________________________
 KO0319  GEOID HEIGHT    -        -19.754 (meters)                     GEOID18
 KO0319  DYNAMIC HEIGHT  -       1886.480 (meters)     6189.23  (feet) COMP
 KO0319  MODELED GRAVITY -    979,552.5   (mgal)                       NAVD 88
 KO0319
 KO0319  VERT ORDER      -  SECOND    CLASS 0
 KO0319
 KO0319.The horizontal coordinates were scaled from a map and have
 KO0319.an estimated accuracy of +/- 6 seconds.
 KO0319
 KO0319.The orthometric height was determined by differential leveling and
 KO0319.adjusted by the NATIONAL GEODETIC SURVEY
 KO0319.in June 1991.
 KO0319
 KO0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0319.GEOID18 height accuracy estimate available here.
 KO0319
 KO0319.Click photographs - Photos may exist for this station.
 KO0319
 KO0319.The dynamic height is computed by dividing the NAVD 88
 KO0319.geopotential number by the normal gravity value computed on the
 KO0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0319.degrees latitude (g = 980.6199 gals.).
 KO0319
 KO0319.The modeled gravity was interpolated from observed gravity values.
 KO0319
 KO0319;                    North         East    Units  Estimated Accuracy
 KO0319;SPC UT C     - 2,103,760.      338,890.      MT  (+/- 180 meters Scaled)
 KO0319
 KO0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STJ957474(NAD 83)
 KO0319
 KO0319                          SUPERSEDED SURVEY CONTROL
 KO0319
 KO0319  NGVD 29 (??/??/92) 1887.174  (m)         6191.50   (f) ADJ UNCH    2 0
 KO0319
 KO0319.Superseded values are not recommended for survey control.
 KO0319
 KO0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0319.See file dsdata.pdf to determine how the superseded data were derived.
 KO0319
 KO0319_STAMPING: Y 38 1934
 KO0319
 KO0319  HISTORY     - Date     Condition        Report By
 KO0319  HISTORY     - 1934     MONUMENTED       CGS
 KO0319  HISTORY     - 1958     GOOD             USGS
 KO0319  HISTORY     - 20180403 MARK NOT FOUND   INDIV
 KO0319
 KO0319                          STATION DESCRIPTION
 KO0319
 KO0319'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 KO0319'37.3 MI W FROM HINCKLEY.
 KO0319'37.3 MILES WEST ALONG OLD U.S. HIGHWAY 6 FROM HINCKLEY, MILLARD COUNTY
 KO0319'210 FEET SOUTH OF A SHARP CURVE TO THE SOUTH 30 FEET WEST OF THE
 KO0319'CENTER LINE OF THE ROAD, 15 FEET EAST OF A CEDAR TREE ON THE SOUTH
 KO0319'BANK OF A DRY WASH, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK
 KO0319'STAMPED Y 38 1934.
 KO0319
 KO0319                          STATION RECOVERY (2018)
 KO0319
 KO0319'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (DLB)
 KO0319'MONUMENT HAS BEEN BROKEN OUT OF ROCK OUTCROPPING.  I FOUND THE
 KO0319'POSITION AS DESCRIBED ON THE DATA SHEET, WITH REMNANTS OF PLASTER ON
 KO0319'THE ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0608 ***********************************************************************
 MS0608  DESIGNATION -  Y 380
 MS0608  PID         -  MS0608
 MS0608  STATE/COUNTY-  UT/BOX ELDER
 MS0608  COUNTRY     -  US
 MS0608  USGS QUAD   -  LOCOMOTIVE SPRINGS (2017)
 MS0608
 MS0608                         *CURRENT SURVEY CONTROL
 MS0608  ______________________________________________________________________
 MS0608* NAD 83(1986) POSITION- 41 43 39.     (N) 112 53 44.     (W)   SCALED
 MS0608* NAVD 88 ORTHO HEIGHT -  1293.740 (meters)     4244.55  (feet) ADJUSTED
 MS0608  ______________________________________________________________________
 MS0608  GEOID HEIGHT    -        -15.609 (meters)                     GEOID18
 MS0608  DYNAMIC HEIGHT  -       1292.901 (meters)     4241.79  (feet) COMP
 MS0608  MODELED GRAVITY -    979,929.2   (mgal)                       NAVD 88
 MS0608
 MS0608  VERT ORDER      -  FIRST     CLASS II
 MS0608
 MS0608.The horizontal coordinates were scaled from a map and have
 MS0608.an estimated accuracy of +/- 6 seconds.
 MS0608
 MS0608.The orthometric height was determined by differential leveling and
 MS0608.adjusted by the NATIONAL GEODETIC SURVEY
 MS0608.in June 1991.
 MS0608
 MS0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0608.GEOID18 height accuracy estimate available here.
 MS0608
 MS0608.Click photographs - Photos may exist for this station.
 MS0608
 MS0608.The dynamic height is computed by dividing the NAVD 88
 MS0608.geopotential number by the normal gravity value computed on the
 MS0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0608.degrees latitude (g = 980.6199 gals.).
 MS0608
 MS0608.The modeled gravity was interpolated from observed gravity values.
 MS0608
 MS0608;                    North         East    Units  Estimated Accuracy
 MS0608;SPC UT N     - 1,155,760.      383,890.      MT  (+/- 180 meters Scaled)
 MS0608
 MS0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM423212(NAD 83)
 MS0608
 MS0608                          SUPERSEDED SURVEY CONTROL
 MS0608
 MS0608.No superseded survey control is available for this station.
 MS0608
 MS0608_MARKER: I = METAL ROD
 MS0608_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MS0608_STAMPING: Y 380 1984
 MS0608_MARK LOGO: NGS
 MS0608_PROJECTION: FLUSH
 MS0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MS0608_ROD/PIPE-DEPTH: 8.5 meters
 MS0608
 MS0608  HISTORY     - Date     Condition        Report By
 MS0608  HISTORY     - 1984     MONUMENTED       NGS
 MS0608
 MS0608                          STATION DESCRIPTION
 MS0608
 MS0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MS0608'37.4 KM (23.2 MI) NW FROM PROMONTORY.
 MS0608'1.58 KM (0.98 MI) NORTH ALONG A PAVED ROAD FROM THE GOLDEN SPIKE
 MS0608'MONUMENT IN PROMONTORY, THENCE 35.80 KM (22.25 MI) WEST ALONG A GRAVEL
 MS0608'ROAD, AT THE Y JUNCTION OF A TRACK ROAD LEADING EAST, 15.0 METERS
 MS0608'(49 FT) NORTHEAST OF THE CENTER OF THE ROAD AND 9.8 METERS (32 FT)
 MS0608'SOUTH OF THE CENTER OF THE TRACK ROAD.
 MS0608'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 MS0608'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AE4748 ***********************************************************************
 AE4748  DESIGNATION -  Y 383
 AE4748  PID         -  AE4748
 AE4748  STATE/COUNTY-  UT/SALT LAKE
 AE4748  COUNTRY     -  US
 AE4748  USGS QUAD   -  FORT DOUGLAS (2017)
 AE4748
 AE4748                         *CURRENT SURVEY CONTROL
 AE4748  ______________________________________________________________________
 AE4748* NAD 83(1986) POSITION- 40 46 38.     (N) 111 48 56.     (W)   SCALED
 AE4748* NAVD 88 ORTHO HEIGHT -  1621.619 (meters)     5320.26  (feet) ADJUSTED
 AE4748  ______________________________________________________________________
 AE4748  GEOID HEIGHT    -        -16.286 (meters)                     GEOID18
 AE4748  DYNAMIC HEIGHT  -       1620.296 (meters)     5315.92  (feet) COMP
 AE4748  MODELED GRAVITY -    979,751.3   (mgal)                       NAVD 88
 AE4748
 AE4748  VERT ORDER      -  FIRST     CLASS II
 AE4748
 AE4748.The horizontal coordinates were scaled from a map and have
 AE4748.an estimated accuracy of +/- 6 seconds.
 AE4748
 AE4748.The orthometric height was determined by differential leveling and
 AE4748.adjusted by the NATIONAL GEODETIC SURVEY
 AE4748.in July 2002.
 AE4748
 AE4748.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4748.GEOID18 height accuracy estimate available here.
 AE4748
 AE4748.Click photographs - Photos may exist for this station.
 AE4748
 AE4748.The dynamic height is computed by dividing the NAVD 88
 AE4748.geopotential number by the normal gravity value computed on the
 AE4748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4748.degrees latitude (g = 980.6199 gals.).
 AE4748
 AE4748.The modeled gravity was interpolated from observed gravity values.
 AE4748
 AE4748;                    North         East    Units  Estimated Accuracy
 AE4748;SPC UT C     - 2,271,380.      473,360.      MT  (+/- 180 meters Scaled)
 AE4748
 AE4748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL311143(NAD 83)
 AE4748
 AE4748                          SUPERSEDED SURVEY CONTROL
 AE4748
 AE4748.No superseded survey control is available for this station.
 AE4748
 AE4748_MARKER: DV = VERTICAL CONTROL DISK
 AE4748_SETTING: 66 = SET IN ROCK OUTCROP
 AE4748_STAMPING: Y 383 1997
 AE4748_MARK LOGO: NGS
 AE4748_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4748_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4748+STABILITY: POSITION/ELEVATION WELL
 AE4748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4748+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4748
 AE4748  HISTORY     - Date     Condition        Report By
 AE4748  HISTORY     - 1997     MONUMENTED       NGS
 AE4748
 AE4748                          STATION DESCRIPTION
 AE4748
 AE4748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4748'3.2 KM (2.00 MI) EASTERLY ALONG 400 SOUTH STREET FROM THE FEDERAL
 AE4748'COURTHOUSE AND POST OFFICE IN SALT LAKE CITY, THENCE 1.6 KM (1.00 MI)
 AE4748'EASTERLY ALONG SOUTH CAMPUS DRIVE, THENCE 0.6 KM (0.35 MI) EASTERLY
 AE4748'ALONG HEMPSTEAD AND STOVER ROADS, THENCE 1.8 KM (1.10 MI)
 AE4748'NORTHEASTERLY ALONG RED BUTTE CANYON DRIVE, NEAR THE SOUTH END OF A 13
 AE4748'BY 15-FOOT AREA OF OUTCROPPING BEDROCK, 221.6 M (727.0 FT) WEST OF THE
 AE4748'CENTER OF A DAM, 20.0 M (65.6 FT) SOUTHWEST OF THE CENTER OF A ROAD
 AE4748'LEADING EAST, 5.0 M (16.4 FT) NORTHWEST OF THE CENTER OF THE ROAD, 1.5
 AE4748'M (4.9 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.1 M (0.3 FT) SOUTHWEST
 AE4748'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0441 ***********************************************************************
 LN0441  DESIGNATION -  Y 385
 LN0441  PID         -  LN0441
 LN0441  STATE/COUNTY-  UT/DAGGETT
 LN0441  COUNTRY     -  US
 LN0441  USGS QUAD   -  MANILA (2017)
 LN0441
 LN0441                         *CURRENT SURVEY CONTROL
 LN0441  ______________________________________________________________________
 LN0441* NAD 83(1986) POSITION- 40 53 17.7    (N) 109 42 21.3    (W)   HD_HELD2
 LN0441* NAVD 88 ORTHO HEIGHT -  2343.096 (meters)     7687.31  (feet) ADJUSTED
 LN0441  ______________________________________________________________________
 LN0441  GEOID HEIGHT    -        -13.362 (meters)                     GEOID18
 LN0441  DYNAMIC HEIGHT  -       2340.911 (meters)     7680.14  (feet) COMP
 LN0441  MODELED GRAVITY -    979,606.2   (mgal)                       NAVD 88
 LN0441
 LN0441  VERT ORDER      -  FIRST     CLASS II
 LN0441
 LN0441.The horizontal coordinates were established by autonomous hand held GPS
 LN0441.observations and have an estimated accuracy of +/- 10 meters.
 LN0441
 LN0441.The orthometric height was determined by differential leveling and
 LN0441.adjusted by the NATIONAL GEODETIC SURVEY
 LN0441.in June 1991.
 LN0441
 LN0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0441.GEOID18 height accuracy estimate available here.
 LN0441
 LN0441.Click photographs - Photos may exist for this station.
 LN0441
 LN0441.The dynamic height is computed by dividing the NAVD 88
 LN0441.geopotential number by the normal gravity value computed on the
 LN0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0441.degrees latitude (g = 980.6199 gals.).
 LN0441
 LN0441.The modeled gravity was interpolated from observed gravity values.
 LN0441
 LN0441;                    North         East    Units  Estimated Accuracy
 LN0441;SPC UT N     - 1,063,184.      651,186.      MT  (+/- 10 meters HH2 GPS)
 LN0441
 LN0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL0901927157(NAD 83)
 LN0441
 LN0441                          SUPERSEDED SURVEY CONTROL
 LN0441
 LN0441.No superseded survey control is available for this station.
 LN0441
 LN0441_MARKER: I = METAL ROD
 LN0441_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0441+WITH SETTING: INFORMATION.
 LN0441_STAMPING: Y 385 1984
 LN0441_MARK LOGO: NGS
 LN0441_PROJECTION: FLUSH
 LN0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0441_ROD/PIPE-DEPTH: 1.3 meters
 LN0441
 LN0441  HISTORY     - Date     Condition        Report By
 LN0441  HISTORY     - 1984     MONUMENTED       NGS
 LN0441
 LN0441                          STATION DESCRIPTION
 LN0441
 LN0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0441'21.2 KM (13.15 MI) SOUT FROM MANILA.
 LN0441'21.2 KM (13.15 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0441'WITH STATE HIGHWAY 43 IN MANILA, 0.5 KM (0.3 MI) SOUTHEAST OF MILEPOST
 LN0441'15, 22.3 M (73.2 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 LN0441'8.9 M (29.2 FT) NORTHWEST OF THE CENTERLINE OF THE PAVED ROAD.
 LN0441'NOTE=REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE DATUM POINT IS
 LN0441'THROUGH A 5-INCH LOGO CAP.
 LN0441'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LN0441'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LN0463 ***********************************************************************
 LN0463  DESIGNATION -  Y 386
 LN0463  PID         -  LN0463
 LN0463  STATE/COUNTY-  UT/DAGGETT
 LN0463  COUNTRY     -  US
 LN0463  USGS QUAD   -  MOUNT LENA (2017)
 LN0463
 LN0463                         *CURRENT SURVEY CONTROL
 LN0463  ______________________________________________________________________
 LN0463* NAD 83(1986) POSITION- 40 51 11.     (N) 109 27 45.     (W)   SCALED
 LN0463* NAVD 88 ORTHO HEIGHT -  2414.015 (meters)     7919.98  (feet) ADJUSTED
 LN0463  ______________________________________________________________________
 LN0463  GEOID HEIGHT    -        -13.703 (meters)                     GEOID18
 LN0463  DYNAMIC HEIGHT  -       2411.699 (meters)     7912.38  (feet) COMP
 LN0463  MODELED GRAVITY -    979,576.5   (mgal)                       NAVD 88
 LN0463
 LN0463  VERT ORDER      -  FIRST     CLASS II
 LN0463
 LN0463.The horizontal coordinates were scaled from a map and have
 LN0463.an estimated accuracy of +/- 6 seconds.
 LN0463
 LN0463.The orthometric height was determined by differential leveling and
 LN0463.adjusted by the NATIONAL GEODETIC SURVEY
 LN0463.in June 1991.
 LN0463
 LN0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 LN0463.GEOID18 height accuracy estimate available here.
 LN0463
 LN0463.Click photographs - Photos may exist for this station.
 LN0463
 LN0463.The dynamic height is computed by dividing the NAVD 88
 LN0463.geopotential number by the normal gravity value computed on the
 LN0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0463.degrees latitude (g = 980.6199 gals.).
 LN0463
 LN0463.The modeled gravity was interpolated from observed gravity values.
 LN0463
 LN0463;                    North         East    Units  Estimated Accuracy
 LN0463;SPC UT N     - 1,059,730.      671,790.      MT  (+/- 180 meters Scaled)
 LN0463
 LN0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL295235(NAD 83)
 LN0463
 LN0463                          SUPERSEDED SURVEY CONTROL
 LN0463
 LN0463.No superseded survey control is available for this station.
 LN0463
 LN0463_MARKER: DV = VERTICAL CONTROL DISK
 LN0463_SETTING: 66 = SET IN ROCK OUTCROP
 LN0463_STAMPING: Y 386 1984
 LN0463_MARK LOGO: NGS
 LN0463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0463+STABILITY: POSITION/ELEVATION WELL
 LN0463
 LN0463  HISTORY     - Date     Condition        Report By
 LN0463  HISTORY     - 1984     MONUMENTED       NGS
 LN0463
 LN0463                          STATION DESCRIPTION
 LN0463
 LN0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0463'46.5 KM (28.85 MI) SOUT FROM MANILA.
 LN0463'44.3 KM (27.5 MI) SOUTHERLY ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 LN0463'WITH STATE HIGHWAY 43 IN MANITA, THENCE 2.2 KM (1.35 MI) SOUTHERLY
 LN0463'ALONG U.S. HIGHWAY 191, SET IN THE CENTER OF A 3 BY 4 FOOT EXPOSED
 LN0463'AREA OF OUTCROPPING BEDROCK, 0.3 KM (0.25 MI) NORTH OF MILEPOST 234,
 LN0463'AND 11.0 M (36.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 LN0463'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LN0463'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0063 ***********************************************************************
 KN0063  DESIGNATION -  Y 39
 KN0063  PID         -  KN0063
 KN0063  STATE/COUNTY-  UT/EMERY
 KN0063  COUNTRY     -  US
 KN0063  USGS QUAD   -  BUCKHORN RESERVOIR (2017)
 KN0063
 KN0063                         *CURRENT SURVEY CONTROL
 KN0063  ______________________________________________________________________
 KN0063* NAD 83(1986) POSITION- 39 10 36.     (N) 110 47 41.     (W)   SCALED
 KN0063* NAVD 88 ORTHO HEIGHT -  1718.485 (meters)     5638.06  (feet) ADJUSTED
 KN0063  ______________________________________________________________________
 KN0063  GEOID HEIGHT    -        -18.049 (meters)                     GEOID18
 KN0063  DYNAMIC HEIGHT  -       1716.744 (meters)     5632.35  (feet) COMP
 KN0063  MODELED GRAVITY -    979,553.8   (mgal)                       NAVD 88
 KN0063
 KN0063  VERT ORDER      -  SECOND    CLASS 0
 KN0063
 KN0063.The horizontal coordinates were scaled from a map and have
 KN0063.an estimated accuracy of +/- 6 seconds.
 KN0063
 KN0063.The orthometric height was determined by differential leveling and
 KN0063.adjusted by the NATIONAL GEODETIC SURVEY
 KN0063.in June 1991.
 KN0063
 KN0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0063.GEOID18 height accuracy estimate available here.
 KN0063
 KN0063.Click photographs - Photos may exist for this station.
 KN0063
 KN0063.The dynamic height is computed by dividing the NAVD 88
 KN0063.geopotential number by the normal gravity value computed on the
 KN0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0063.degrees latitude (g = 980.6199 gals.).
 KN0063
 KN0063.The modeled gravity was interpolated from observed gravity values.
 KN0063
 KN0063;                    North         East    Units  Estimated Accuracy
 KN0063;SPC UT C     - 2,093,870.      560,940.      MT  (+/- 180 meters Scaled)
 KN0063
 KN0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ177364(NAD 83)
 KN0063
 KN0063                          SUPERSEDED SURVEY CONTROL
 KN0063
 KN0063  NGVD 29 (??/??/92) 1717.404  (m)         5634.52   (f) ADJ UNCH    2 0
 KN0063
 KN0063.Superseded values are not recommended for survey control.
 KN0063
 KN0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0063.See file dsdata.pdf to determine how the superseded data were derived.
 KN0063
 KN0063_MARKER: P = PIPE CAP
 KN0063_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KN0063_STAMPING: Y 39 1934
 KN0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KN0063
 KN0063  HISTORY     - Date     Condition        Report By
 KN0063  HISTORY     - 1934     MONUMENTED       USGLO
 KN0063  HISTORY     - 1970     GOOD             USGS
 KN0063
 KN0063                          STATION DESCRIPTION
 KN0063
 KN0063'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KN0063'14.0 MI E FROM CASTLE DALE.
 KN0063'CASTLE DALE, 1.6 MI. NE OF VIA STATE HIGHWAY 10, THENCE 12.9 MI. E.
 KN0063'0.5 MI. E OF A N./S. FENCE.  0.2 MI. W OF ROAD X-ING.  50 FT. S OF
 KN0063'CENTERLINE OF ROAD.  A USGLO CAP STAMPED, T19S R10E S9 S10 S16 S15 Y39
 KN0063'1934 AND FASTENED ON TOP OF AN IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0217 ***********************************************************************
 KN0217  DESIGNATION -  Y 40
 KN0217  PID         -  KN0217
 KN0217  STATE/COUNTY-  UT/EMERY
 KN0217  COUNTRY     -  US
 KN0217  USGS QUAD   -  CASTLE DALE (2017)
 KN0217
 KN0217                         *CURRENT SURVEY CONTROL
 KN0217  ______________________________________________________________________
 KN0217* NAD 83(1986) POSITION- 39 13 14.     (N) 111 01 11.     (W)   SCALED
 KN0217* NAVD 88 ORTHO HEIGHT -  1764.046 (meters)     5787.54  (feet) ADJUSTED
 KN0217  ______________________________________________________________________
 KN0217  GEOID HEIGHT    -        -17.364 (meters)                     GEOID18
 KN0217  DYNAMIC HEIGHT  -       1762.282 (meters)     5781.75  (feet) COMP
 KN0217  MODELED GRAVITY -    979,564.5   (mgal)                       NAVD 88
 KN0217
 KN0217  VERT ORDER      -  SECOND    CLASS 0
 KN0217
 KN0217.The horizontal coordinates were scaled from a map and have
 KN0217.an estimated accuracy of +/- 6 seconds.
 KN0217
 KN0217.The orthometric height was determined by differential leveling and
 KN0217.adjusted by the NATIONAL GEODETIC SURVEY
 KN0217.in June 1991.
 KN0217
 KN0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0217.GEOID18 height accuracy estimate available here.
 KN0217
 KN0217.Click photographs - Photos may exist for this station.
 KN0217
 KN0217.The dynamic height is computed by dividing the NAVD 88
 KN0217.geopotential number by the normal gravity value computed on the
 KN0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0217.degrees latitude (g = 980.6199 gals.).
 KN0217
 KN0217.The modeled gravity was interpolated from observed gravity values.
 KN0217
 KN0217;                    North         East    Units  Estimated Accuracy
 KN0217;SPC UT C     - 2,098,610.      541,470.      MT  (+/- 180 meters Scaled)
 KN0217
 KN0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ982412(NAD 83)
 KN0217
 KN0217                          SUPERSEDED SURVEY CONTROL
 KN0217
 KN0217  NGVD 29 (??/??/92) 1762.979  (m)         5784.04   (f) ADJ UNCH    2 0
 KN0217
 KN0217.Superseded values are not recommended for survey control.
 KN0217
 KN0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0217.See file dsdata.pdf to determine how the superseded data were derived.
 KN0217
 KN0217_MARKER: DB = BENCH MARK DISK
 KN0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0217_STAMPING: Y 40 1934
 KN0217_MARK LOGO: CGS
 KN0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0217+STABILITY: SURFACE MOTION
 KN0217
 KN0217  HISTORY     - Date     Condition        Report By
 KN0217  HISTORY     - 1934     MONUMENTED       CGS
 KN0217
 KN0217                          STATION DESCRIPTION
 KN0217
 KN0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0217'IN CASTLE DALE.
 KN0217'AT THE NORTH EDGE OF CASTLE DALE, EMERY COUNTY, ON STATE HIGHWAY 29,
 KN0217'NEAR A CITY-LIMIT SIGN, 36 FEET EAST OF THE CENTER LINE OF THE
 KN0217'HIGHWAY, 8 FEET SOUTH OF A FENCE CORNER, AND IN LINE WITH A ROW OF
 KN0217'POLES.  A STANDARD DISK, STAMPED Y 40 1934 AND SET IN THE TOP OF A
 KN0217'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 DM7281 ***********************************************************************
 DM7281  DESIGNATION -  Y 42 RESET
 DM7281  PID         -  DM7281
 DM7281  STATE/COUNTY-  UT/SANPETE
 DM7281  COUNTRY     -  US
 DM7281  USGS QUAD   -  CHESTER (2017)
 DM7281
 DM7281                         *CURRENT SURVEY CONTROL
 DM7281  ______________________________________________________________________
 DM7281* NAD 83(1986) POSITION- 39 28 52.22   (N) 111 31 19.80   (W)   HD_HELD1
 DM7281* NAVD 88 ORTHO HEIGHT -  1734.24  (meters)     5689.8   (feet) RESET
 DM7281  ______________________________________________________________________
 DM7281  GEOID HEIGHT    -        -17.278 (meters)                     GEOID18
 DM7281  VERT ORDER      -  THIRD
 DM7281
 DM7281.The horizontal coordinates were determined by differentially corrected
 DM7281.hand held GPS observations or other comparable positioning techniques
 DM7281.and have an estimated accuracy of +/- 3 meters.
 DM7281
 DM7281.The orthometric height was computed from unverified reset data.
 DM7281
 DM7281.No vertical observational check was made to the station.
 DM7281
 DM7281.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7281.GEOID18 height accuracy estimate available here.
 DM7281
 DM7281.Click photographs - Photos may exist for this station.
 DM7281
 DM7281;                    North         East    Units  Estimated Accuracy
 DM7281;SPC UT C     - 2,127,431.9     498,093.0     MT  (+/- 3 meters HH1 GPS) 
 DM7281
 DM7281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ5509270305(NAD 83)
 DM7281
 DM7281                          SUPERSEDED SURVEY CONTROL
 DM7281
 DM7281.No superseded survey control is available for this station.
 DM7281
 DM7281_MARKER: DV = VERTICAL CONTROL DISK
 DM7281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7281_STAMPING: Y 42 RESET 2009
 DM7281_MARK LOGO: NGS
 DM7281_PROJECTION: FLUSH
 DM7281_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7281+STABILITY: SURFACE MOTION
 DM7281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7281+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2019
 DM7281
 DM7281  HISTORY     - Date     Condition        Report By
 DM7281  HISTORY     - 20091026 MONUMENTED       NGS
 DM7281  HISTORY     - 20190426 GOOD             INDIV
 DM7281
 DM7281                          STATION DESCRIPTION
 DM7281
 DM7281'DESCRIBED BY NATIONAL GEODETIC SURVEY 2009 (CLS)
 DM7281'THE STATION IS LOCATED ABOUT 1.3 MI (2.1 KM) WEST OF SPRING CITY, ON
 DM7281'THE NORTHWEST CORNER OF THE INTERSECTION OF U.S. HIGHWAY 89 AND STATE
 DM7281'HIGHWAY 117.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 DM7281'
 DM7281'THE STATION IS A STANDARD BRASS DISK SET IN THE TOP OF A 12 INCH (30
 DM7281'CM) DIAMETER CONCRETE MONUMENT THAT IS 3.5 FT (1.1 M) DEEP SET FLUSH
 DM7281'WITH THE GROUND.
 DM7281'
 DM7281'IT IS LOCATED 30.0 FT (9.1 M) NORTH FROM THE NORTH ASPHALT EDGE OF
 DM7281'HIGHWAY 117, 4.0 FT (1.2 M) WEST FROM A LIGHT POLE AND 1.0 FT (0.3 M)
 DM7281'EAST FROM A FENCE CORNER.
 DM7281
 DM7281                          STATION RECOVERY (2019)
 DM7281
 DM7281'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (DBM)
 DM7281'POINT IS LOCATED JUST WEST OF A LIGHT POLE ON THE NORTHWEST CORNER OF
 DM7281'THE INTERSECTION OF US HIGHWAY 89 AND STATE ROAD 117 IN SPRING CITY,
 DM7281'UTAH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0292 ***********************************************************************
 KN0292  DESIGNATION -  Y 43
 KN0292  PID         -  KN0292
 KN0292  STATE/COUNTY-  UT/SANPETE
 KN0292  COUNTRY     -  US
 KN0292  USGS QUAD   -  MORONI (2017)
 KN0292
 KN0292                         *CURRENT SURVEY CONTROL
 KN0292  ______________________________________________________________________
 KN0292* NAD 83(1986) POSITION- 39 31 40.     (N) 111 35 29.     (W)   SCALED
 KN0292* NAVD 88 ORTHO HEIGHT -  1696.877 (meters)     5567.17  (feet) ADJUSTED
 KN0292  ______________________________________________________________________
 KN0292  GEOID HEIGHT    -        -17.506 (meters)                     GEOID18
 KN0292  DYNAMIC HEIGHT  -       1695.164 (meters)     5561.55  (feet) COMP
 KN0292  MODELED GRAVITY -    979,558.1   (mgal)                       NAVD 88
 KN0292
 KN0292  VERT ORDER      -  SECOND    CLASS 0
 KN0292
 KN0292.The horizontal coordinates were scaled from a map and have
 KN0292.an estimated accuracy of +/- 6 seconds.
 KN0292
 KN0292.The orthometric height was determined by differential leveling and
 KN0292.adjusted by the NATIONAL GEODETIC SURVEY
 KN0292.in June 1991.
 KN0292
 KN0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0292.GEOID18 height accuracy estimate available here.
 KN0292
 KN0292.Click photographs - Photos may exist for this station.
 KN0292
 KN0292.The dynamic height is computed by dividing the NAVD 88
 KN0292.geopotential number by the normal gravity value computed on the
 KN0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0292.degrees latitude (g = 980.6199 gals.).
 KN0292
 KN0292.The modeled gravity was interpolated from observed gravity values.
 KN0292
 KN0292;                    North         East    Units  Estimated Accuracy
 KN0292;SPC UT C     - 2,132,610.      492,140.      MT  (+/- 180 meters Scaled)
 KN0292
 KN0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ491755(NAD 83)
 KN0292
 KN0292                          SUPERSEDED SURVEY CONTROL
 KN0292
 KN0292  NGVD 29 (??/??/92) 1695.68   (m)         5563.2    (f) COMPUTED    2 0
 KN0292
 KN0292.Superseded values are not recommended for survey control.
 KN0292
 KN0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0292.See file dsdata.pdf to determine how the superseded data were derived.
 KN0292
 KN0292_MARKER: DB = BENCH MARK DISK
 KN0292_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0292_SP_SET: CULVERT HEADWALL
 KN0292_STAMPING: Y 43 1934
 KN0292_MARK LOGO: CGS
 KN0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0292+STABILITY: SURFACE MOTION
 KN0292
 KN0292  HISTORY     - Date     Condition        Report By
 KN0292  HISTORY     - 1934     MONUMENTED       CGS
 KN0292
 KN0292                          STATION DESCRIPTION
 KN0292
 KN0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0292'IN MORONI.
 KN0292'1 BLOCK EAST OF TRACK ON U.S. HIGHWAY 189.  1/2 BLOCK NORTH OF BANK
 KN0292'AND HARDWARE STORE.  IN SOUTH HEAD-WALL OF CULVERT OVER IRRIGATION
 KN0292'DITCH.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0293 ***********************************************************************
 KN0293  DESIGNATION -  Y 43 RESET
 KN0293  PID         -  KN0293
 KN0293  STATE/COUNTY-  UT/SANPETE
 KN0293  COUNTRY     -  US
 KN0293  USGS QUAD   -  MORONI (2017)
 KN0293
 KN0293                         *CURRENT SURVEY CONTROL
 KN0293  ______________________________________________________________________
 KN0293* NAD 83(1986) POSITION- 39 31 40.     (N) 111 35 30.     (W)   SCALED
 KN0293* NAVD 88 ORTHO HEIGHT -  1696.62  (+/-2cm)     5566.3   (feet) VERTCON3
 KN0293  ______________________________________________________________________
 KN0293  GEOID HEIGHT    -        -17.506 (meters)                     GEOID18
 KN0293  VERT ORDER      -  THIRD (See Below)
 KN0293
 KN0293.The horizontal coordinates were scaled from a map and have
 KN0293.an estimated accuracy of +/- 6 seconds.
 KN0293
 KN0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 KN0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KN0293
 KN0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0293.GEOID18 height accuracy estimate available here.
 KN0293
 KN0293.The vertical order pertains to the NGVD 29 superseded value.
 KN0293
 KN0293.Click photographs - Photos may exist for this station.
 KN0293
 KN0293;                    North         East    Units  Estimated Accuracy
 KN0293;SPC UT C     - 2,132,610.      492,120.      MT  (+/- 180 meters Scaled)
 KN0293
 KN0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ491755(NAD 83)
 KN0293
 KN0293                          SUPERSEDED SURVEY CONTROL
 KN0293
 KN0293  NGVD 29 (??/??/??) 1695.43   (m)         5562.4    (f) RESET       3  
 KN0293
 KN0293.Superseded values are not recommended for survey control.
 KN0293
 KN0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0293.See file dsdata.pdf to determine how the superseded data were derived.
 KN0293
 KN0293_MARKER: DB = BENCH MARK DISK
 KN0293_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KN0293_SP_SET: CULVERT HEADWALL
 KN0293_STAMPING: Y 43 RESET 1957
 KN0293_MARK LOGO: CGS
 KN0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0293+STABILITY: SURFACE MOTION
 KN0293
 KN0293  HISTORY     - Date     Condition        Report By
 KN0293  HISTORY     - 1957     MONUMENTED       CGS
 KN0293
 KN0293                          STATION DESCRIPTION
 KN0293
 KN0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KN0293'IN MORONI.
 KN0293'AT MORONI, ON STATE ROAD 11, ABOUT 1 BLOCK EAST OF THE DENVER, RIO
 KN0293'GRANDE WESTERN RAILROAD, ABOUT 1/2 BLOCK NORTH OF THE HARDWARE STORE,
 KN0293'AT A CULVERT OVER AN IRRIGATION DITCH, AND IN THE TOP OF THE SOUTH
 KN0293'HEADWALL.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0177 ***********************************************************************
 KO0177  DESIGNATION -  Y 44
 KO0177  PID         -  KO0177
 KO0177  STATE/COUNTY-  UT/JUAB
 KO0177  COUNTRY     -  US
 KO0177  USGS QUAD   -  MILLS (2017)
 KO0177
 KO0177                         *CURRENT SURVEY CONTROL
 KO0177  ______________________________________________________________________
 KO0177* NAD 83(1986) POSITION- 39 28 47.     (N) 112 00 48.     (W)   SCALED
 KO0177* NAVD 88 ORTHO HEIGHT -  1511.609 (meters)     4959.34  (feet) ADJUSTED
 KO0177  ______________________________________________________________________
 KO0177  GEOID HEIGHT    -        -18.243 (meters)                     GEOID18
 KO0177  DYNAMIC HEIGHT  -       1510.174 (meters)     4954.63  (feet) COMP
 KO0177  MODELED GRAVITY -    979,625.0   (mgal)                       NAVD 88
 KO0177
 KO0177  VERT ORDER      -  SECOND    CLASS 0
 KO0177
 KO0177.The horizontal coordinates were scaled from a map and have
 KO0177.an estimated accuracy of +/- 6 seconds.
 KO0177
 KO0177.The orthometric height was determined by differential leveling and
 KO0177.adjusted by the NATIONAL GEODETIC SURVEY
 KO0177.in June 1991.
 KO0177
 KO0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0177.GEOID18 height accuracy estimate available here.
 KO0177
 KO0177.Click photographs - Photos may exist for this station.
 KO0177
 KO0177.The dynamic height is computed by dividing the NAVD 88
 KO0177.geopotential number by the normal gravity value computed on the
 KO0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0177.degrees latitude (g = 980.6199 gals.).
 KO0177
 KO0177.The modeled gravity was interpolated from observed gravity values.
 KO0177
 KO0177;                    North         East    Units  Estimated Accuracy
 KO0177;SPC UT C     - 2,127,400.      455,840.      MT  (+/- 180 meters Scaled)
 KO0177
 KO0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ128705(NAD 83)
 KO0177
 KO0177                          SUPERSEDED SURVEY CONTROL
 KO0177
 KO0177  NGVD 29 (??/??/92) 1510.444  (m)         4955.52   (f) ADJ UNCH    2 0
 KO0177
 KO0177.Superseded values are not recommended for survey control.
 KO0177
 KO0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0177.See file dsdata.pdf to determine how the superseded data were derived.
 KO0177
 KO0177_MARKER: DB = BENCH MARK DISK
 KO0177_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KO0177_SP_SET: IRRIGATION GATE
 KO0177_STAMPING: Y 44 1934
 KO0177_MARK LOGO: CGS
 KO0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KO0177
 KO0177  HISTORY     - Date     Condition        Report By
 KO0177  HISTORY     - 1934     MONUMENTED       CGS
 KO0177
 KO0177                          STATION DESCRIPTION
 KO0177
 KO0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0177'1.4 MI E FROM MILLS.
 KO0177'ABOUT 1.4 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE WATER
 KO0177'TANK AT MILLS, JUAB COUNTY, ABOUT 3 RAILS EAST OF MILEPOST 691, 10
 KO0177'FEET EAST OF THE CENTER LINE OF THE TRACK, AND IN THE TOP OF THE EAST
 KO0177'HEAD WALL OF AN IRRIGATION GATE, ABOUT 14 INCHES HIGHER THAN THE
 KO0177'TRACK.  A STANDARD DISK, STAMPED Y 44 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0158 ***********************************************************************
 KO0158  DESIGNATION -  Y 45
 KO0158  PID         -  KO0158
 KO0158  STATE/COUNTY-  UT/MILLARD
 KO0158  COUNTRY     -  US
 KO0158  USGS QUAD   -  HOLDEN (2017)
 KO0158
 KO0158                         *CURRENT SURVEY CONTROL
 KO0158  ______________________________________________________________________
 KO0158* NAD 83(1986) POSITION- 39 06 59.     (N) 112 21 11.     (W)   SCALED
 KO0158* NAVD 88 ORTHO HEIGHT -  1454.582 (meters)     4772.24  (feet) ADJUSTED
 KO0158  ______________________________________________________________________
 KO0158  GEOID HEIGHT    -        -18.896 (meters)                     GEOID18
 KO0158  DYNAMIC HEIGHT  -       1453.222 (meters)     4767.78  (feet) COMP
 KO0158  MODELED GRAVITY -    979,641.4   (mgal)                       NAVD 88
 KO0158
 KO0158  VERT ORDER      -  SECOND    CLASS 0
 KO0158
 KO0158.The horizontal coordinates were scaled from a map and have
 KO0158.an estimated accuracy of +/- 6 seconds.
 KO0158
 KO0158.The orthometric height was determined by differential leveling and
 KO0158.adjusted by the NATIONAL GEODETIC SURVEY
 KO0158.in June 1991.
 KO0158
 KO0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0158.GEOID18 height accuracy estimate available here.
 KO0158
 KO0158.Click photographs - Photos may exist for this station.
 KO0158
 KO0158.The dynamic height is computed by dividing the NAVD 88
 KO0158.geopotential number by the normal gravity value computed on the
 KO0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0158.degrees latitude (g = 980.6199 gals.).
 KO0158
 KO0158.The modeled gravity was interpolated from observed gravity values.
 KO0158
 KO0158;                    North         East    Units  Estimated Accuracy
 KO0158;SPC UT C     - 2,087,290.      426,230.      MT  (+/- 180 meters Scaled)
 KO0158
 KO0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ830305(NAD 83)
 KO0158
 KO0158                          SUPERSEDED SURVEY CONTROL
 KO0158
 KO0158  NGVD 29 (??/??/92) 1453.503  (m)         4768.70   (f) ADJ UNCH    2 0
 KO0158
 KO0158.Superseded values are not recommended for survey control.
 KO0158
 KO0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0158.See file dsdata.pdf to determine how the superseded data were derived.
 KO0158
 KO0158_MARKER: DB = BENCH MARK DISK
 KO0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0158_STAMPING: Y 45 1934
 KO0158_MARK LOGO: CGS
 KO0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0158+STABILITY: SURFACE MOTION
 KO0158
 KO0158  HISTORY     - Date     Condition        Report By
 KO0158  HISTORY     - 1934     MONUMENTED       CGS
 KO0158
 KO0158                          STATION DESCRIPTION
 KO0158
 KO0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KO0158'11.9 MI NW FROM FILLMORE.
 KO0158'ABOUT 11.9 MILES NORTHWEST ALONG THE LOS ANGELES AND SALT LAKE
 KO0158'RAILROAD FROM THE COURTHOUSE AT FILLMORE, MILLARD COUNTY, 6 FEET NORTH
 KO0158'OF MILEPOST 22, 45 FEET WEST OF THE TRACK, AND 2 FEET EAST OF THE WEST
 KO0158'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Y 45 1934 AND SET IN THE
 KO0158'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0244 ***********************************************************************
 JN0244  DESIGNATION -  Y 46
 JN0244  PID         -  JN0244
 JN0244  STATE/COUNTY-  UT/PIUTE
 JN0244  COUNTRY     -  US
 JN0244  USGS QUAD   -  PARKER KNOLL (2017)
 JN0244
 JN0244                         *CURRENT SURVEY CONTROL
 JN0244  ______________________________________________________________________
 JN0244* NAD 83(1986) POSITION- 38 21 10.1    (N) 111 56 49.7    (W)   HD_HELD2
 JN0244* NAVD 88 ORTHO HEIGHT -  2035.594 (meters)     6678.44  (feet) ADJUSTED
 JN0244  ______________________________________________________________________
 JN0244  GEOID HEIGHT    -        -18.279 (meters)                     GEOID18
 JN0244  DYNAMIC HEIGHT  -       2033.239 (meters)     6670.72  (feet) COMP
 JN0244  MODELED GRAVITY -    979,398.8   (mgal)                       NAVD 88
 JN0244
 JN0244  VERT ORDER      -  SECOND    CLASS 0
 JN0244
 JN0244.The horizontal coordinates were established by autonomous hand held GPS
 JN0244.observations and have an estimated accuracy of +/- 10 meters.
 JN0244
 JN0244.The orthometric height was determined by differential leveling and
 JN0244.adjusted by the NATIONAL GEODETIC SURVEY
 JN0244.in June 1991.
 JN0244
 JN0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0244.GEOID18 height accuracy estimate available here.
 JN0244
 JN0244.Click photographs - Photos may exist for this station.
 JN0244
 JN0244.The dynamic height is computed by dividing the NAVD 88
 JN0244.geopotential number by the normal gravity value computed on the
 JN0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0244.degrees latitude (g = 980.6199 gals.).
 JN0244
 JN0244.The modeled gravity was interpolated from observed gravity values.
 JN0244
 JN0244;                    North         East    Units  Estimated Accuracy
 JN0244;SPC UT S     - 3,187,233.      460,916.      MT  (+/- 10 meters HH2 GPS)
 JN0244
 JN0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVH1724245385(NAD 83)
 JN0244
 JN0244                          SUPERSEDED SURVEY CONTROL
 JN0244
 JN0244  NGVD 29 (??/??/92) 2034.324  (m)         6674.28   (f) ADJ UNCH    2 0
 JN0244
 JN0244.Superseded values are not recommended for survey control.
 JN0244
 JN0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0244.See file dsdata.pdf to determine how the superseded data were derived.
 JN0244
 JN0244_MARKER: DB = BENCH MARK DISK
 JN0244_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JN0244_SP_SET: UNSPEC ROCK
 JN0244_STAMPING: Y 46 1934
 JN0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JN0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JN0244+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2010
 JN0244
 JN0244  HISTORY     - Date     Condition        Report By
 JN0244  HISTORY     - 1934     MONUMENTED       CGS
 JN0244  HISTORY     - 1969     GOOD             USGS
 JN0244  HISTORY     - 20101210 GOOD             GEOCAC
 JN0244
 JN0244                          STATION DESCRIPTION
 JN0244
 JN0244'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 JN0244'11.4 MI S FROM KOOSHAREM.
 JN0244'11.4 MILES SOUTH ALONG STATE HIGHWAY (NEW) FROM KOOSHAREM P.O. AND
 JN0244'STORE.  0.6 MILES NORTH OF STATE HIGHWAY MILEAGE MARKER NO. 25 170
 JN0244'FEET EAST OF NEW HIGHWAY ON LONE LARGE ROCK, JUST WEST OF OLD HIGHWAY.
 JN0244'Y 46 1934 CEMENTED IN ROCK.
 JN0244
 JN0244                          STATION RECOVERY (2010)
 JN0244
 JN0244'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 JN0244'MILE POSTS HAVE CHANGED.  ACCESS TO THE OLD ROAD IS AT ABOUT 26.2
 JN0244'MILES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0007 ***********************************************************************
 HO0007  DESIGNATION -  Y 47
 HO0007  PID         -  HO0007
 HO0007  STATE/COUNTY-  UT/GARFIELD
 HO0007  COUNTRY     -  US
 HO0007  USGS QUAD   -  FLAKE MOUNTAIN EAST (2017)
 HO0007
 HO0007                         *CURRENT SURVEY CONTROL
 HO0007  ______________________________________________________________________
 HO0007* NAD 83(1986) POSITION- 37 46 49.     (N) 112 01 27.     (W)   SCALED
 HO0007* NAVD 88 ORTHO HEIGHT -  2291.131 (meters)     7516.82  (feet) ADJUSTED
 HO0007  ______________________________________________________________________
 HO0007  GEOID HEIGHT    -        -19.555 (meters)                     GEOID18
 HO0007  DYNAMIC HEIGHT  -       2288.266 (meters)     7507.42  (feet) COMP
 HO0007  MODELED GRAVITY -    979,296.5   (mgal)                       NAVD 88
 HO0007
 HO0007  VERT ORDER      -  SECOND    CLASS 0
 HO0007
 HO0007.The horizontal coordinates were scaled from a map and have
 HO0007.an estimated accuracy of +/- 6 seconds.
 HO0007
 HO0007.The orthometric height was determined by differential leveling and
 HO0007.adjusted by the NATIONAL GEODETIC SURVEY
 HO0007.in June 1991.
 HO0007
 HO0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0007.GEOID18 height accuracy estimate available here.
 HO0007
 HO0007.Click photographs - Photos may exist for this station.
 HO0007
 HO0007.The dynamic height is computed by dividing the NAVD 88
 HO0007.geopotential number by the normal gravity value computed on the
 HO0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0007.degrees latitude (g = 980.6199 gals.).
 HO0007
 HO0007.The modeled gravity was interpolated from observed gravity values.
 HO0007
 HO0007;                    North         East    Units  Estimated Accuracy
 HO0007;SPC UT S     - 3,123,720.      453,830.      MT  (+/- 180 meters Scaled)
 HO0007
 HO0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG098819(NAD 83)
 HO0007
 HO0007                          SUPERSEDED SURVEY CONTROL
 HO0007
 HO0007  NGVD 29 (??/??/92) 2289.743  (m)         7512.27   (f) ADJ UNCH    2 0
 HO0007
 HO0007.Superseded values are not recommended for survey control.
 HO0007
 HO0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0007.See file dsdata.pdf to determine how the superseded data were derived.
 HO0007
 HO0007_MARKER: DB = BENCH MARK DISK
 HO0007_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HO0007_SP_SET: CULVERT
 HO0007_STAMPING: Y 47 1934
 HO0007_MARK LOGO: CGS
 HO0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0007+STABILITY: SURFACE MOTION
 HO0007
 HO0007  HISTORY     - Date     Condition        Report By
 HO0007  HISTORY     - 1934     MONUMENTED       CGS
 HO0007  HISTORY     - 1963     GOOD             CGS
 HO0007  HISTORY     - 19940615 MARK NOT FOUND   LOCENG
 HO0007
 HO0007                          STATION DESCRIPTION
 HO0007
 HO0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HO0007'31.45 MI NW FROM ESCALANTE.
 HO0007'4.85 MILES WEST ALONG STATE HIGHWAY 54 FROM THE LDS SOUTH WARD CHURCH
 HO0007'AT ESCALANTE, THENCE 22.5 MILES NORTHWEST ALONG A DIRT ROAD, THENCE
 HO0007'4.05 MILES SOUTH ALONG STATE HIGHWAY 22, 3.85 MILES SOUTH OF THE
 HO0007'JUNCTION OF A ROAD EAST TO WIDTSOE, IN THE TOP OF THE SOUTHWEST END OF
 HO0007'THE SOUTHEAST CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT, 12 FEET
 HO0007'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER
 HO0007'THAN THE HIGHWAY.
 HO0007
 HO0007                          STATION RECOVERY (1994)
 HO0007
 HO0007'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994
 HO0007'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA9955 ***********************************************************************
 AA9955  DESIGNATION -  Y 47 RESET
 AA9955  PID         -  AA9955
 AA9955  STATE/COUNTY-  UT/GARFIELD
 AA9955  COUNTRY     -  US
 AA9955  USGS QUAD   -  FLAKE MOUNTAIN EAST (2017)
 AA9955
 AA9955                         *CURRENT SURVEY CONTROL
 AA9955  ______________________________________________________________________
 AA9955* NAD 83(1986) POSITION- 37 46 49.     (N) 112 01 27.     (W)   SCALED
 AA9955* NAVD 88 ORTHO HEIGHT -  2290.77  (meters)     7515.6   (feet) RESET
 AA9955  ______________________________________________________________________
 AA9955  GEOID HEIGHT    -        -19.555 (meters)                     GEOID18
 AA9955  VERT ORDER      -  THIRD
 AA9955
 AA9955.The horizontal coordinates were scaled from a map and have
 AA9955.an estimated accuracy of +/- 6 seconds.
 AA9955
 AA9955.The orthometric height was computed from unverified reset data.
 AA9955
 AA9955.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9955.GEOID18 height accuracy estimate available here.
 AA9955
 AA9955.Click photographs - Photos may exist for this station.
 AA9955
 AA9955;                    North         East    Units  Estimated Accuracy
 AA9955;SPC UT S     - 3,123,720.      453,830.      MT  (+/- 180 meters Scaled)
 AA9955
 AA9955_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVG098819(NAD 83)
 AA9955
 AA9955                          SUPERSEDED SURVEY CONTROL
 AA9955
 AA9955.No superseded survey control is available for this station.
 AA9955
 AA9955_MARKER: DV = VERTICAL CONTROL DISK
 AA9955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9955_STAMPING: Y 47 RESET 1994
 AA9955_MARK LOGO: NGS
 AA9955_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA9955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9955+STABILITY: SURFACE MOTION
 AA9955
 AA9955  HISTORY     - Date     Condition        Report By
 AA9955  HISTORY     - 1994     MONUMENTED       LOCENG
 AA9955
 AA9955                          STATION DESCRIPTION
 AA9955
 AA9955'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (DR)
 AA9955'4.85 MILES (7.81 KM) WEST ALONG STATE HIGHWAY 54 FROM THE LDS
 AA9955'SOUTHWARD CHURCH IN ESCALANTE, THENCE 22.5 MILES (36.2 KM) NORTHWEST
 AA9955'ALONG A DIRT ROAD, THENCE 4.05 MILES (6.52 KM) SOUTH ALONG STATE
 AA9955'HIGHWAY 22, 3.85 MILES (6.20 KM) SOUTH OF JUNCTION OF A ROAD TO
 AA9955'WIDTSOE, 51.0 FEET (15.5 M) OF CENTERLINE 294+00.  WITHIN 10 FEET (3.0
 AA9955'M) OF ORIGINAL STATION, A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0298 ***********************************************************************
 JN0298  DESIGNATION -  Y 48
 JN0298  PID         -  JN0298
 JN0298  STATE/COUNTY-  UT/SEVIER
 JN0298  COUNTRY     -  US
 JN0298  USGS QUAD   -  WATER HOLLOW RIDGE (2017)
 JN0298
 JN0298                         *CURRENT SURVEY CONTROL
 JN0298  ______________________________________________________________________
 JN0298* NAD 83(1986) POSITION- 38 52 52.     (N) 111 35 25.     (W)   SCALED
 JN0298* NAVD 88 ORTHO HEIGHT -  2038.568 (meters)     6688.20  (feet) ADJUSTED
 JN0298  ______________________________________________________________________
 JN0298  GEOID HEIGHT    -        -17.281 (meters)                     GEOID18
 JN0298  DYNAMIC HEIGHT  -       2036.313 (meters)     6680.80  (feet) COMP
 JN0298  MODELED GRAVITY -    979,448.5   (mgal)                       NAVD 88
 JN0298
 JN0298  VERT ORDER      -  SECOND    CLASS 0
 JN0298
 JN0298.The horizontal coordinates were scaled from a map and have
 JN0298.an estimated accuracy of +/- 6 seconds.
 JN0298
 JN0298.The orthometric height was determined by differential leveling and
 JN0298.adjusted by the NATIONAL GEODETIC SURVEY
 JN0298.in June 1991.
 JN0298
 JN0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0298.GEOID18 height accuracy estimate available here.
 JN0298
 JN0298.Click photographs - Photos may exist for this station.
 JN0298
 JN0298.The dynamic height is computed by dividing the NAVD 88
 JN0298.geopotential number by the normal gravity value computed on the
 JN0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0298.degrees latitude (g = 980.6199 gals.).
 JN0298
 JN0298.The modeled gravity was interpolated from observed gravity values.
 JN0298
 JN0298;                    North         East    Units  Estimated Accuracy
 JN0298;SPC UT C     - 2,060,820.      492,170.      MT  (+/- 180 meters Scaled)
 JN0298
 JN0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ488037(NAD 83)
 JN0298
 JN0298                          SUPERSEDED SURVEY CONTROL
 JN0298
 JN0298  NGVD 29 (??/??/92) 2037.278  (m)         6683.97   (f) ADJ UNCH    2 0
 JN0298
 JN0298.Superseded values are not recommended for survey control.
 JN0298
 JN0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0298.See file dsdata.pdf to determine how the superseded data were derived.
 JN0298
 JN0298_MARKER: DB = BENCH MARK DISK
 JN0298_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JN0298_SP_SET: UNSPEC ROCK
 JN0298_STAMPING: Y 48 1934
 JN0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JN0298
 JN0298  HISTORY     - Date     Condition        Report By
 JN0298  HISTORY     - 1934     MONUMENTED       CGS
 JN0298  HISTORY     - 1964     MARK NOT FOUND   USGS
 JN0298
 JN0298                          STATION DESCRIPTION
 JN0298
 JN0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0298'18.4 MI E FROM SALINA.
 JN0298'ABOUT 18.4 MILES EAST ALONG STATE HIGHWAY 10 FROM THE DENVER AND RIO
 JN0298'GRANDE WESTERN RAILROAD STATION AT SALINA, SEVIER COUNTY, AT A COAL
 JN0298'MINE AT CRYSTAL, 42 FEET WEST OF THE WEST END OF A PULBIC REST ROOM,
 JN0298'18 FEET NORTH AND 69 FEET EAST OF THE EAST CORNER OF A HOUSE, 4 FEET
 JN0298'HIGHER THAN THE ROADBED, AND IN THE TOP OF A ROCK.  A STANDARD DISK,
 JN0298'STAMPED Y 48 1934.
 JN0298
 JN0298                          STATION RECOVERY (1964)
 JN0298
 JN0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JN0298'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JN0279 ***********************************************************************
 JN0279  DESIGNATION -  Y 50
 JN0279  PID         -  JN0279
 JN0279  STATE/COUNTY-  UT/SEVIER
 JN0279  COUNTRY     -  US
 JN0279  USGS QUAD   -  AURORA (2017)
 JN0279
 JN0279                         *CURRENT SURVEY CONTROL
 JN0279  ______________________________________________________________________
 JN0279* NAD 83(1986) POSITION- 38 57 16.     (N) 111 53 18.     (W)   SCALED
 JN0279* NAVD 88 ORTHO HEIGHT -  1565.209 (meters)     5135.19  (feet) ADJUSTED
 JN0279  ______________________________________________________________________
 JN0279  GEOID HEIGHT    -        -18.702 (meters)                     GEOID18
 JN0279  DYNAMIC HEIGHT  -       1563.570 (meters)     5129.81  (feet) COMP
 JN0279  MODELED GRAVITY -    979,526.4   (mgal)                       NAVD 88
 JN0279
 JN0279  VERT ORDER      -  SECOND    CLASS 0
 JN0279
 JN0279.The horizontal coordinates were scaled from a map and have
 JN0279.an estimated accuracy of +/- 6 seconds.
 JN0279
 JN0279.The orthometric height was determined by differential leveling and
 JN0279.adjusted by the NATIONAL GEODETIC SURVEY
 JN0279.in June 1991.
 JN0279
 JN0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 JN0279.GEOID18 height accuracy estimate available here.
 JN0279
 JN0279.Click photographs - Photos may exist for this station.
 JN0279
 JN0279.The dynamic height is computed by dividing the NAVD 88
 JN0279.geopotential number by the normal gravity value computed on the
 JN0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JN0279.degrees latitude (g = 980.6199 gals.).
 JN0279
 JN0279.The modeled gravity was interpolated from observed gravity values.
 JN0279
 JN0279;                    North         East    Units  Estimated Accuracy
 JN0279;SPC UT C     - 2,069,030.      466,340.      MT  (+/- 180 meters Scaled)
 JN0279
 JN0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVJ230120(NAD 83)
 JN0279
 JN0279                          SUPERSEDED SURVEY CONTROL
 JN0279
 JN0279  NGVD 29 (??/??/92) 1564.020  (m)         5131.29   (f) ADJ UNCH    2 0
 JN0279
 JN0279.Superseded values are not recommended for survey control.
 JN0279
 JN0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JN0279.See file dsdata.pdf to determine how the superseded data were derived.
 JN0279
 JN0279_MARKER: DB = BENCH MARK DISK
 JN0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JN0279_STAMPING: Y 50 1934
 JN0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JN0279+STABILITY: SURFACE MOTION
 JN0279
 JN0279  HISTORY     - Date     Condition        Report By
 JN0279  HISTORY     - 1934     MONUMENTED       CGS
 JN0279  HISTORY     - 1964     MARK NOT FOUND   USGS
 JN0279
 JN0279                          STATION DESCRIPTION
 JN0279
 JN0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JN0279'1.1 MI NW FROM SALINA.
 JN0279'ABOUT 1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 89 FROM THE DENVER AND
 JN0279'RIO GRANDE WESTERN RAILROAD STATION AT SALINA, SEVIER COUNTY, ABOUT 50
 JN0279'FEET EAST OF A WYE IN THE ROAD LEADING NORTH, AND 18 FEET NORTH OF THE
 JN0279'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED Y 50 1934 AND
 JN0279'SET IN THE TOP OF A CONCRETE POST.
 JN0279
 JN0279                          STATION RECOVERY (1964)
 JN0279
 JN0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JN0279'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0119 ***********************************************************************
 KN0119  DESIGNATION -  Y 51
 KN0119  PID         -  KN0119
 KN0119  STATE/COUNTY-  UT/CARBON
 KN0119  COUNTRY     -  US
 KN0119  USGS QUAD   -  PINE CANYON (2017)
 KN0119
 KN0119                         *CURRENT SURVEY CONTROL
 KN0119  ______________________________________________________________________
 KN0119* NAD 83(1986) POSITION- 39 44 29.     (N) 110 35 27.     (W)   SCALED
 KN0119* NAVD 88 ORTHO HEIGHT -  2206.432 (meters)     7238.94  (feet) ADJUSTED
 KN0119  ______________________________________________________________________
 KN0119  GEOID HEIGHT    -        -16.437 (meters)                     GEOID18
 KN0119  DYNAMIC HEIGHT  -       2204.102 (meters)     7231.29  (feet) COMP
 KN0119  MODELED GRAVITY -    979,491.1   (mgal)                       NAVD 88
 KN0119
 KN0119  VERT ORDER      -  SECOND    CLASS 0
 KN0119
 KN0119.The horizontal coordinates were scaled from a map and have
 KN0119.an estimated accuracy of +/- 6 seconds.
 KN0119
 KN0119.The orthometric height was determined by differential leveling and
 KN0119.adjusted by the NATIONAL GEODETIC SURVEY
 KN0119.in June 1991.
 KN0119
 KN0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0119.GEOID18 height accuracy estimate available here.
 KN0119
 KN0119.Click photographs - Photos may exist for this station.
 KN0119
 KN0119.The dynamic height is computed by dividing the NAVD 88
 KN0119.geopotential number by the normal gravity value computed on the
 KN0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0119.degrees latitude (g = 980.6199 gals.).
 KN0119
 KN0119.The modeled gravity was interpolated from observed gravity values.
 KN0119
 KN0119;                    North         East    Units  Estimated Accuracy
 KN0119;SPC UT C     - 2,156,720.      577,920.      MT  (+/- 180 meters Scaled)
 KN0119
 KN0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWJ350991(NAD 83)
 KN0119
 KN0119                          SUPERSEDED SURVEY CONTROL
 KN0119
 KN0119  NGVD 29 (??/??/92) 2205.165  (m)         7234.78   (f) ADJ UNCH    2 0
 KN0119
 KN0119.Superseded values are not recommended for survey control.
 KN0119
 KN0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0119.See file dsdata.pdf to determine how the superseded data were derived.
 KN0119
 KN0119_MARKER: DB = BENCH MARK DISK
 KN0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0119_STAMPING: Y 51 1934
 KN0119_MARK LOGO: CGS
 KN0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0119+STABILITY: SURFACE MOTION
 KN0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KN0119+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2009
 KN0119
 KN0119  HISTORY     - Date     Condition        Report By
 KN0119  HISTORY     - 1934     MONUMENTED       CGS
 KN0119  HISTORY     - 1969     GOOD             CGS
 KN0119  HISTORY     - 20090210 GOOD             UT-007
 KN0119
 KN0119                          STATION DESCRIPTION
 KN0119
 KN0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0119'3.9 MI E FROM WELLINGTON.
 KN0119'ABOUT 3.9 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE DENVER AND RIO
 KN0119'GRANDE WESTERN RAILROAD STATION AT WELLINGTON, CARBON COUNTY, THENCE
 KN0119'ABOUT 14.3 MILES NORTHEAST ALONG STATE HIGHWAY 53.  ABOUT 3.5 MILES
 KN0119'NORTH OF THE NINE MILE COAL MINE, ABOUT 0.9 MILE NORTH OF A BRIDGE AT
 KN0119'A WYE IN THE CANYON, IN THE FIRST OPEN FLAT AT THE HEAD OF THE CANYON,
 KN0119'NEAR A HORSESHOE CURVE, AND 45 FEET WEST OF THE CENTER LINE OF THE
 KN0119'HIGHWAY.  A STANDARD DISK, STAMPED Y 51 1934 AND SET IN THE TOP OF A
 KN0119'CONCRETE POST.
 KN0119
 KN0119                          STATION RECOVERY (1969)
 KN0119
 KN0119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KN0119'RECOVERED IN GOOD CONDITION.
 KN0119
 KN0119                          STATION RECOVERY (2009)
 KN0119
 KN0119'RECOVERY NOTE BY CARBON COUNTY UTAH 2009 (BG)
 KN0119'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0407 ***********************************************************************
 LO0407  DESIGNATION -  Y 53
 LO0407  PID         -  LO0407
 LO0407  STATE/COUNTY-  UT/WASATCH
 LO0407  COUNTRY     -  US
 LO0407  USGS QUAD   -  TWIN PEAKS (2017)
 LO0407
 LO0407                         *CURRENT SURVEY CONTROL
 LO0407  ______________________________________________________________________
 LO0407* NAD 83(1986) POSITION- 40 21 58.     (N) 111 17 20.     (W)   SCALED
 LO0407* NAVD 88 ORTHO HEIGHT -  2091.165 (meters)     6860.76  (feet) ADJUSTED
 LO0407  ______________________________________________________________________
 LO0407  GEOID HEIGHT    -        -15.366 (meters)                     GEOID18
 LO0407  DYNAMIC HEIGHT  -       2089.058 (meters)     6853.85  (feet) COMP
 LO0407  MODELED GRAVITY -    979,543.4   (mgal)                       NAVD 88
 LO0407
 LO0407  VERT ORDER      -  SECOND    CLASS 0
 LO0407
 LO0407.The horizontal coordinates were scaled from a map and have
 LO0407.an estimated accuracy of +/- 6 seconds.
 LO0407
 LO0407.The orthometric height was determined by differential leveling and
 LO0407.adjusted by the NATIONAL GEODETIC SURVEY
 LO0407.in June 1991.
 LO0407
 LO0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0407.GEOID18 height accuracy estimate available here.
 LO0407
 LO0407.Click photographs - Photos may exist for this station.
 LO0407
 LO0407.The dynamic height is computed by dividing the NAVD 88
 LO0407.geopotential number by the normal gravity value computed on the
 LO0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0407.degrees latitude (g = 980.6199 gals.).
 LO0407
 LO0407.The modeled gravity was interpolated from observed gravity values.
 LO0407
 LO0407;                    North         East    Units  Estimated Accuracy
 LO0407;SPC UT C     - 2,225,700.      517,930.      MT  (+/- 180 meters Scaled)
 LO0407
 LO0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK754684(NAD 83)
 LO0407
 LO0407                          SUPERSEDED SURVEY CONTROL
 LO0407
 LO0407  NGVD 29 (??/??/92) 2089.826  (m)         6856.37   (f) ADJ UNCH    2 0
 LO0407
 LO0407.Superseded values are not recommended for survey control.
 LO0407
 LO0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0407.See file dsdata.pdf to determine how the superseded data were derived.
 LO0407
 LO0407_MARKER: DB = BENCH MARK DISK
 LO0407_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LO0407_SP_SET: CULVERT HEADWALL
 LO0407_STAMPING: Y 53 1934
 LO0407_MARK LOGO: CGS
 LO0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0407+STABILITY: SURFACE MOTION
 LO0407
 LO0407  HISTORY     - Date     Condition        Report By
 LO0407  HISTORY     - 1934     MONUMENTED       CGS
 LO0407  HISTORY     - 1967     MARK NOT FOUND   CGS
 LO0407
 LO0407                          STATION DESCRIPTION
 LO0407
 LO0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0407'12.4 MI SE FROM HEBER.
 LO0407'12.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE AT
 LO0407'HEBER, WASATCH COUNTY, AT A LOOSE ROCK LEDGE AND MOUNTAIN GRADE, AT A
 LO0407'CONCRETE CULVERT, AND IN THE TOP OF THE NORTH HEADWALL.  A STANDARD
 LO0407'DISK, STAMPED Y 53 1934.
 LO0407
 LO0407                          STATION RECOVERY (1967)
 LO0407
 LO0407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LO0407'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0490 ***********************************************************************
 LO0490  DESIGNATION -  Y 54
 LO0490  PID         -  LO0490
 LO0490  STATE/COUNTY-  UT/UTAH
 LO0490  COUNTRY     -  US
 LO0490  USGS QUAD   -  SPANISH FORK (2017)
 LO0490
 LO0490                         *CURRENT SURVEY CONTROL
 LO0490  ______________________________________________________________________
 LO0490* NAD 83(1986) POSITION- 40 05 55.     (N) 111 42 30.     (W)   SCALED
 LO0490* NAVD 88 ORTHO HEIGHT -  1385.711 (meters)     4546.29  (feet) ADJUSTED
 LO0490  ______________________________________________________________________
 LO0490  GEOID HEIGHT    -        -17.495 (meters)                     GEOID18
 LO0490  DYNAMIC HEIGHT  -       1384.476 (meters)     4542.23  (feet) COMP
 LO0490  MODELED GRAVITY -    979,686.9   (mgal)                       NAVD 88
 LO0490
 LO0490  VERT ORDER      -  SECOND    CLASS 0
 LO0490
 LO0490.The horizontal coordinates were scaled from a map and have
 LO0490.an estimated accuracy of +/- 6 seconds.
 LO0490
 LO0490.The orthometric height was determined by differential leveling and
 LO0490.adjusted by the NATIONAL GEODETIC SURVEY
 LO0490.in June 1991.
 LO0490
 LO0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0490.GEOID18 height accuracy estimate available here.
 LO0490
 LO0490.Click photographs - Photos may exist for this station.
 LO0490
 LO0490.The dynamic height is computed by dividing the NAVD 88
 LO0490.geopotential number by the normal gravity value computed on the
 LO0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0490.degrees latitude (g = 980.6199 gals.).
 LO0490
 LO0490.The modeled gravity was interpolated from observed gravity values.
 LO0490
 LO0490;                    North         East    Units  Estimated Accuracy
 LO0490;SPC UT C     - 2,196,000.      482,240.      MT  (+/- 180 meters Scaled)
 LO0490
 LO0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK396389(NAD 83)
 LO0490
 LO0490                          SUPERSEDED SURVEY CONTROL
 LO0490
 LO0490  NGVD 29 (??/??/92) 1384.675  (m)         4542.89   (f) ADJ UNCH    2 0
 LO0490
 LO0490.Superseded values are not recommended for survey control.
 LO0490
 LO0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0490.See file dsdata.pdf to determine how the superseded data were derived.
 LO0490
 LO0490_MARKER: DB = BENCH MARK DISK
 LO0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LO0490_SP_SET: CULVERT
 LO0490_STAMPING: Y 54 1934
 LO0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LO0490
 LO0490  HISTORY     - Date     Condition        Report By
 LO0490  HISTORY     - 1934     MONUMENTED       CGS
 LO0490
 LO0490                          STATION DESCRIPTION
 LO0490
 LO0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0490'2.9 MI SW FROM SPANISH FORK.
 LO0490'ABOUT 2.9 MILES SOUTHWEST ALONG THE LOS ANGELES AND SALT LAKE RAILROAD
 LO0490'FROM THE STATION AT SPANISH FORK, UTAH COUNTY, AT BENJAMIN, AT A
 LO0490'CONCRETE CULVERT, 45 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY
 LO0490'115, 30 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND IN THE TOP
 LO0490'OF THE SOUTHEAST HEAD WALL OF THE CULVERT.  A STANDARD DISK, STAMPED Y
 LO0490'54 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0495 ***********************************************************************
 LO0495  DESIGNATION -  Y 55
 LO0495  PID         -  LO0495
 LO0495  STATE/COUNTY-  UT/UTAH
 LO0495  COUNTRY     -  US
 LO0495  USGS QUAD   -  SPANISH FORK (2017)
 LO0495
 LO0495                         *CURRENT SURVEY CONTROL
 LO0495  ______________________________________________________________________
 LO0495* NAD 83(1986) POSITION- 40 02 34.     (N) 111 44 24.     (W)   SCALED
 LO0495* NAVD 88 ORTHO HEIGHT -  1413.947 (meters)     4638.92  (feet) ADJUSTED
 LO0495  ______________________________________________________________________
 LO0495  GEOID HEIGHT    -        -17.440 (meters)                     GEOID18
 LO0495  DYNAMIC HEIGHT  -       1412.693 (meters)     4634.81  (feet) COMP
 LO0495  MODELED GRAVITY -    979,690.5   (mgal)                       NAVD 88
 LO0495
 LO0495  VERT ORDER      -  SECOND    CLASS 0
 LO0495
 LO0495.The horizontal coordinates were scaled from a map and have
 LO0495.an estimated accuracy of +/- 6 seconds.
 LO0495
 LO0495.The orthometric height was determined by differential leveling and
 LO0495.adjusted by the NATIONAL GEODETIC SURVEY
 LO0495.in June 1991.
 LO0495
 LO0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0495.GEOID18 height accuracy estimate available here.
 LO0495
 LO0495.Click photographs - Photos may exist for this station.
 LO0495
 LO0495.The dynamic height is computed by dividing the NAVD 88
 LO0495.geopotential number by the normal gravity value computed on the
 LO0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0495.degrees latitude (g = 980.6199 gals.).
 LO0495
 LO0495.The modeled gravity was interpolated from observed gravity values.
 LO0495
 LO0495;                    North         East    Units  Estimated Accuracy
 LO0495;SPC UT C     - 2,189,810.      479,520.      MT  (+/- 180 meters Scaled)
 LO0495
 LO0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVK368327(NAD 83)
 LO0495
 LO0495                          SUPERSEDED SURVEY CONTROL
 LO0495
 LO0495  NGVD 29 (??/??/92) 1412.904  (m)         4635.50   (f) ADJ UNCH    2 0
 LO0495
 LO0495.Superseded values are not recommended for survey control.
 LO0495
 LO0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0495.See file dsdata.pdf to determine how the superseded data were derived.
 LO0495
 LO0495_MARKER: DB = BENCH MARK DISK
 LO0495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0495_SP_SET: BUILDING
 LO0495_STAMPING: Y 55 1934
 LO0495_MARK LOGO: CGS
 LO0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0495
 LO0495  HISTORY     - Date     Condition        Report By
 LO0495  HISTORY     - 1934     MONUMENTED       CGS
 LO0495
 LO0495                          STATION DESCRIPTION
 LO0495
 LO0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0495'IN PAYSON.
 LO0495'AT PAYSON, UTAH COUNTY, 3 BLOCKS EAST OF THE DENVER AND RIO GRANDE
 LO0495'WESTERN RAILROAD STATION, AT THE EAST ENTRANCE TO THE TAYLOR SCHOOL,
 LO0495'IN THE BRICK WALL, AND ABOUT 5 FEET HIGHER THAN THE GROUND.  A
 LO0495'STANDARD DISK, STAMPED Y 55 1934 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0246 ***********************************************************************
 HO0246  DESIGNATION -  Y 57
 HO0246  PID         -  HO0246
 HO0246  STATE/COUNTY-  UT/WASHINGTON
 HO0246  COUNTRY     -  US
 HO0246  USGS QUAD   -  CASTLE CLIFF (2017)
 HO0246
 HO0246                         *CURRENT SURVEY CONTROL
 HO0246  ______________________________________________________________________
 HO0246* NAD 83(1986) POSITION- 37 04 14.     (N) 113 52 32.     (W)   SCALED
 HO0246* NAVD 88 ORTHO HEIGHT -  1188.882 (meters)     3900.52  (feet) POSTED
 HO0246  ______________________________________________________________________
 HO0246  GEOID HEIGHT    -        -24.803 (meters)                     GEOID18
 HO0246  DYNAMIC HEIGHT  -       1187.63  (meters)     3896.4   (feet) COMP
 HO0246  MODELED GRAVITY -    979,537.9   (mgal)                       NAVD 88
 HO0246
 HO0246  VERT ORDER      -  * POSTED, SEE BELOW
 HO0246
 HO0246.The horizontal coordinates were scaled from a map and have
 HO0246.an estimated accuracy of +/- 6 seconds.
 HO0246
 HO0246.The orthometric height was determined by differential leveling
 HO0246.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0246
 HO0246.* This is a POSTED BENCH MARK height.
 HO0246
 HO0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0246.GEOID18 height accuracy estimate available here.
 HO0246
 HO0246.Click photographs - Photos may exist for this station.
 HO0246
 HO0246.The dynamic height is computed by dividing the NAVD 88
 HO0246.geopotential number by the normal gravity value computed on the
 HO0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0246.degrees latitude (g = 980.6199 gals.).
 HO0246
 HO0246.The modeled gravity was interpolated from observed gravity values.
 HO0246
 HO0246;                    North         East    Units  Estimated Accuracy
 HO0246;SPC UT S     - 3,047,510.      288,760.      MT  (+/- 180 meters Scaled)
 HO0246
 HO0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG443065(NAD 83)
 HO0246
 HO0246                          SUPERSEDED SURVEY CONTROL
 HO0246
 HO0246  NGVD 29 (??/??/92) 1188.061  (m)         3897.83   (f) ADJ UNCH    2 0
 HO0246
 HO0246.Superseded values are not recommended for survey control.
 HO0246
 HO0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0246.See file dsdata.pdf to determine how the superseded data were derived.
 HO0246
 HO0246_MARKER: DB = BENCH MARK DISK
 HO0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0246_STAMPING: Y 57 1934
 HO0246_MARK LOGO: CGS
 HO0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0246+STABILITY: SURFACE MOTION
 HO0246
 HO0246  HISTORY     - Date     Condition        Report By
 HO0246  HISTORY     - 1934     MONUMENTED       CGS
 HO0246  HISTORY     - 1954     MARK NOT FOUND   USGS
 HO0246  HISTORY     - 1982     MARK NOT FOUND   NGS
 HO0246
 HO0246                          STATION DESCRIPTION
 HO0246
 HO0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0246'23.4 MI W FROM ST GEORGE.
 HO0246'23.4 MILES WEST ALONG US HWY NO. 91.  ON US HWY NO. 91, 0.7 MILES
 HO0246'NORTH OF THE CASTLE ROCK SERVICE STATION, 100 FEET WEST OF A DRY WASH,
 HO0246'150 FEET NORTH OF A 2 FOOT C. I. PIPE CULVERT WITH CONCRETE HEADWALLS.
 HO0246'30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 HO0246
 HO0246                          STATION RECOVERY (1954)
 HO0246
 HO0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 HO0246'MARK NOT FOUND.
 HO0246
 HO0246                          STATION RECOVERY (1982)
 HO0246
 HO0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HO0246'NOT RECOVERED, AREA HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 HO0241 ***********************************************************************
 HO0241  DESIGNATION -  Y 58
 HO0241  PID         -  HO0241
 HO0241  STATE/COUNTY-  UT/WASHINGTON
 HO0241  COUNTRY     -  US
 HO0241  USGS QUAD   -  HURRICANE (2017)
 HO0241
 HO0241                         *CURRENT SURVEY CONTROL
 HO0241  ______________________________________________________________________
 HO0241* NAD 83(1986) POSITION- 37 14 13.     (N) 113 21 38.     (W)   SCALED
 HO0241* NAVD 88 ORTHO HEIGHT -  1055.618 (meters)     3463.31  (feet) POSTED
 HO0241  ______________________________________________________________________
 HO0241  GEOID HEIGHT    -        -23.621 (meters)                     GEOID18
 HO0241  DYNAMIC HEIGHT  -       1054.51  (meters)     3459.7   (feet) COMP
 HO0241  MODELED GRAVITY -    979,543.1   (mgal)                       NAVD 88
 HO0241
 HO0241  VERT ORDER      -  * POSTED, SEE BELOW
 HO0241
 HO0241.The horizontal coordinates were scaled from a map and have
 HO0241.an estimated accuracy of +/- 6 seconds.
 HO0241
 HO0241.The orthometric height was determined by differential leveling
 HO0241.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 HO0241
 HO0241.* This is a POSTED BENCH MARK height.
 HO0241
 HO0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 HO0241.GEOID18 height accuracy estimate available here.
 HO0241
 HO0241.Click photographs - Photos may exist for this station.
 HO0241
 HO0241.The dynamic height is computed by dividing the NAVD 88
 HO0241.geopotential number by the normal gravity value computed on the
 HO0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0241.degrees latitude (g = 980.6199 gals.).
 HO0241
 HO0241.The modeled gravity was interpolated from observed gravity values.
 HO0241
 HO0241;                    North         East    Units  Estimated Accuracy
 HO0241;SPC UT S     - 3,064,930.      334,920.      MT  (+/- 180 meters Scaled)
 HO0241
 HO0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG906237(NAD 83)
 HO0241
 HO0241                          SUPERSEDED SURVEY CONTROL
 HO0241
 HO0241  NGVD 29 (??/??/92) 1054.691  (m)         3460.27   (f) ADJ UNCH    2 0
 HO0241
 HO0241.Superseded values are not recommended for survey control.
 HO0241
 HO0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HO0241.See file dsdata.pdf to determine how the superseded data were derived.
 HO0241
 HO0241_MARKER: DB = BENCH MARK DISK
 HO0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HO0241_STAMPING: Y 58 1934
 HO0241_MARK LOGO: CGS
 HO0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0241+STABILITY: SURFACE MOTION
 HO0241
 HO0241  HISTORY     - Date     Condition        Report By
 HO0241  HISTORY     - 1934     MONUMENTED       CGS
 HO0241  HISTORY     - 1979     MARK NOT FOUND   USGS
 HO0241
 HO0241                          STATION DESCRIPTION
 HO0241
 HO0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HO0241'IN LEEDS.
 HO0241'IN THE NORTH WEST CORNER OF INTERSECTION OF ST. GEORGE WAY AND SIDE
 HO0241'ST. WEST BETWEEN SCHOOL HOUSE AND POST OFFICE BUILDING.  56 FT. WEST
 HO0241'OF CENTER LINE OF U.S. HIGHWAY NO. 91.  83.5 FT. NORTH OF NORTH EAST
 HO0241'CORNER OF SCHOOL BUILDING.  56 FT. SOUTH EAST OF POST OFFICE BUILDING.
 HO0241'WHICH IS A PRIVATE RESIDENCE.
 HO0241
 HO0241                          STATION RECOVERY (1979)
 HO0241
 HO0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HO0241'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0202 ***********************************************************************
 MS0202  DESIGNATION -  Y 60
 MS0202  PID         -  MS0202
 MS0202  STATE/COUNTY-  UT/BOX ELDER
 MS0202  COUNTRY     -  US
 MS0202  USGS QUAD   -  LAKE RIDGE (2017)
 MS0202
 MS0202                         *CURRENT SURVEY CONTROL
 MS0202  ______________________________________________________________________
 MS0202* NAD 83(1986) POSITION- 41 41 03.     (N) 112 42 40.     (W)   SCALED
 MS0202* NAVD 88 ORTHO HEIGHT -  1287.298 (meters)     4223.41  (feet) ADJUSTED
 MS0202  ______________________________________________________________________
 MS0202  GEOID HEIGHT    -        -15.697 (meters)                     GEOID18
 MS0202  DYNAMIC HEIGHT  -       1286.443 (meters)     4220.61  (feet) COMP
 MS0202  MODELED GRAVITY -    979,914.4   (mgal)                       NAVD 88
 MS0202
 MS0202  VERT ORDER      -  FIRST     CLASS II
 MS0202
 MS0202.The horizontal coordinates were scaled from a map and have
 MS0202.an estimated accuracy of +/- 6 seconds.
 MS0202
 MS0202.The orthometric height was determined by differential leveling and
 MS0202.adjusted by the NATIONAL GEODETIC SURVEY
 MS0202.in June 1991.
 MS0202
 MS0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0202.GEOID18 height accuracy estimate available here.
 MS0202
 MS0202.Click photographs - Photos may exist for this station.
 MS0202
 MS0202.The dynamic height is computed by dividing the NAVD 88
 MS0202.geopotential number by the normal gravity value computed on the
 MS0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0202.degrees latitude (g = 980.6199 gals.).
 MS0202
 MS0202.The modeled gravity was interpolated from observed gravity values.
 MS0202
 MS0202;                    North         East    Units  Estimated Accuracy
 MS0202;SPC UT N     - 1,150,720.      399,170.      MT  (+/- 180 meters Scaled)
 MS0202
 MS0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM575161(NAD 83)
 MS0202
 MS0202                          SUPERSEDED SURVEY CONTROL
 MS0202
 MS0202  NGVD 29 (??/??/92) 1286.308  (m)         4220.16   (f) ADJ UNCH    1 2
 MS0202
 MS0202.Superseded values are not recommended for survey control.
 MS0202
 MS0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0202.See file dsdata.pdf to determine how the superseded data were derived.
 MS0202
 MS0202_MARKER: DB = BENCH MARK DISK
 MS0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0202_STAMPING: Y 60 1934
 MS0202_MARK LOGO: CGS
 MS0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0202+STABILITY: SURFACE MOTION
 MS0202
 MS0202  HISTORY     - Date     Condition        Report By
 MS0202  HISTORY     - 1934     MONUMENTED       CGS
 MS0202  HISTORY     - 1953     GOOD             CGS
 MS0202
 MS0202                          STATION DESCRIPTION
 MS0202
 MS0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MS0202'13.6 MI SE FROM LOCOMOTIVE SPRINGS.
 MS0202'1.4 MILES NORTHEAST ALONG A DIRT ROAD FROM THE NORTHWEST SPRING OF
 MS0202'LOCOMOTIVE SPRINGS, THENCE 12.2 MILES SOUTHEAST ALONG A GRAVELED ROAD
 MS0202'ON THE ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED.  0.5 MILE (21
 MS0202'POLES) SOUTHEAST OF MILEPOLE 756, ABOUT 85 YARDS SOUTHEAST OF THE
 MS0202'CROSSING OF A NORTHEAST-SOUTH TRACK ROAD, 130 FEET NORTHWEST OF THE
 MS0202'CENTER OF THE SOUTHWEST END OF A 1- BY 2-FOOT WOODEN BOX CULVERT, 107
 MS0202'FEET SOUTHWEST OF AND ACROSS THE ROAD FROM A TELEPHONE POLE MARKED BY
 MS0202'THE WHITE PAINTED LETTERS BM, 105 FEET EAST OF THE CENTER LINE OF THE
 MS0202'TRACK ROAD, 56 FEET SOUTHWEST OF THE CENTER LINE OF THE GRAVELED ROAD,
 MS0202'1.7 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE
 MS0202'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 MS0202'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 AA4651 ***********************************************************************
 AA4651  DESIGNATION -  Y 61 RESET
 AA4651  PID         -  AA4651
 AA4651  STATE/COUNTY-  UT/SAN JUAN
 AA4651  COUNTRY     -  US
 AA4651  USGS QUAD   -  EASTLAND (2017)
 AA4651
 AA4651                         *CURRENT SURVEY CONTROL
 AA4651  ______________________________________________________________________
 AA4651* NAD 83(1986) POSITION- 37 50 45.     (N) 109 08 41.     (W)   SCALED
 AA4651* NAVD 88 ORTHO HEIGHT -  2080.29  (+/-2cm)     6825.1   (feet) VERTCON3
 AA4651  ______________________________________________________________________
 AA4651  GEOID HEIGHT    -        -19.176 (meters)                     GEOID18
 AA4651  VERT ORDER      -  THIRD (See Below)
 AA4651
 AA4651.The horizontal coordinates were scaled from a map and have
 AA4651.an estimated accuracy of +/- 6 seconds.
 AA4651
 AA4651.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4651
 AA4651.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA4651.GEOID18 height accuracy estimate available here.
 AA4651
 AA4651.The vertical order pertains to the NGVD 29 superseded value.
 AA4651
 AA4651.Click photographs - Photos may exist for this station.
 AA4651
 AA4651;                    North         East    Units  Estimated Accuracy
 AA4651;SPC UT S     - 3,133,480.      707,270.      MT  (+/- 180 meters Scaled)
 AA4651
 AA4651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG632903(NAD 83)
 AA4651
 AA4651                          SUPERSEDED SURVEY CONTROL
 AA4651
 AA4651  NGVD 29 (07/25/12) 2079.12   (m)         6821.2    (f) RESET       3  
 AA4651
 AA4651.Superseded values are not recommended for survey control.
 AA4651
 AA4651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4651.See file dsdata.pdf to determine how the superseded data were derived.
 AA4651
 AA4651_MARKER: DB = BENCH MARK DISK
 AA4651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4651_STAMPING: Y 61 RESET 1948
 AA4651_MARK LOGO: CGS
 AA4651_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4651+STABILITY: SURFACE MOTION
 AA4651
 AA4651  HISTORY     - Date     Condition        Report By
 AA4651  HISTORY     - 1948     MONUMENTED       UTDH
 AA4651
 AA4651                          STATION DESCRIPTION
 AA4651
 AA4651'DESCRIBED BY UTAH STATE DEPARTMENT OF HIGHWAYS 1948 (JBS)
 AA4651'11.4 MILES (18.3 KM) EAST ALONG US HIGHWAY 160 FROM THE PUBLIC SCHOOL
 AA4651'IN MONTICELLO, ABOUT 1,950 FEET WEST OF A 10X5X45 FOOT REINFORCED
 AA4651'CONCRETE BOX CULVERT IN THE BOTTOM OF A DRAW, ABOUT 3,000 FEET WEST OF
 AA4651'THE HORSEHEAD ROAD, 99 FEET (30.2 M) NORTH OF CENTERLINE OF THE
 AA4651'HIGHWAY AND 1 FOOT (0.3 M) SOUTH OF THE RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0074 ***********************************************************************
 LP0074  DESIGNATION -  Y 62
 LP0074  PID         -  LP0074
 LP0074  STATE/COUNTY-  UT/TOOELE
 LP0074  COUNTRY     -  US
 LP0074  USGS QUAD   -  TABBYS PEAK SE (2017)
 LP0074
 LP0074                         *CURRENT SURVEY CONTROL
 LP0074  ______________________________________________________________________
 LP0074* NAD 83(1986) POSITION- 40 16 06.     (N) 112 46 01.     (W)   SCALED
 LP0074* NAVD 88 ORTHO HEIGHT -  1506.626 (meters)     4942.99  (feet) ADJUSTED
 LP0074  ______________________________________________________________________
 LP0074  GEOID HEIGHT    -        -18.051 (meters)                     GEOID18
 LP0074  DYNAMIC HEIGHT  -       1505.355 (meters)     4938.82  (feet) COMP
 LP0074  MODELED GRAVITY -    979,728.7   (mgal)                       NAVD 88
 LP0074
 LP0074  VERT ORDER      -  FIRST     CLASS II
 LP0074
 LP0074.The horizontal coordinates were scaled from a map and have
 LP0074.an estimated accuracy of +/- 6 seconds.
 LP0074
 LP0074.The orthometric height was determined by differential leveling and
 LP0074.adjusted by the NATIONAL GEODETIC SURVEY
 LP0074.in June 1991.
 LP0074
 LP0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0074.GEOID18 height accuracy estimate available here.
 LP0074
 LP0074.Click photographs - Photos may exist for this station.
 LP0074
 LP0074.The dynamic height is computed by dividing the NAVD 88
 LP0074.geopotential number by the normal gravity value computed on the
 LP0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0074.degrees latitude (g = 980.6199 gals.).
 LP0074
 LP0074.The modeled gravity was interpolated from observed gravity values.
 LP0074
 LP0074;                    North         East    Units  Estimated Accuracy
 LP0074;SPC UT C     - 2,215,590.      392,250.      MT  (+/- 180 meters Scaled)
 LP0074
 LP0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUK497590(NAD 83)
 LP0074
 LP0074                          SUPERSEDED SURVEY CONTROL
 LP0074
 LP0074  NGVD 29 (??/??/92) 1505.534  (m)         4939.41   (f) ADJ UNCH    1 2
 LP0074
 LP0074.Superseded values are not recommended for survey control.
 LP0074
 LP0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0074.See file dsdata.pdf to determine how the superseded data were derived.
 LP0074
 LP0074_MARKER: DB = BENCH MARK DISK
 LP0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0074_STAMPING: Y 62 1934
 LP0074_MARK LOGO: CGS
 LP0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0074+STABILITY: SURFACE MOTION
 LP0074
 LP0074  HISTORY     - Date     Condition        Report By
 LP0074  HISTORY     - 1934     MONUMENTED       CGS
 LP0074  HISTORY     - 19890401 GOOD             USGS
 LP0074
 LP0074                          STATION DESCRIPTION
 LP0074
 LP0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0074'3.0 MI W FROM ORRS RANCH.
 LP0074'ABOUT 3.0 MILES WEST ALONG THE OLD LINCOLN HIGHWAY FROM ORRS RANCH,
 LP0074'TOOELE COUNTY, ABOUT 103 FEET NORTHEAST OF THE CROSSING OF A SMALL
 LP0074'WASH, AND 29 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A
 LP0074'STANDARD DISK, STAMPED Y 62 1934 AND SET IN THE TOP OF A CONCRETE
 LP0074'POST.
 LP0074
 LP0074                          STATION RECOVERY (1989)
 LP0074
 LP0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (SDC)
 LP0074'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0018 ***********************************************************************
 LO0018  DESIGNATION -  Y 64
 LO0018  PID         -  LO0018
 LO0018  STATE/COUNTY-  UT/DUCHESNE
 LO0018  COUNTRY     -  US
 LO0018  USGS QUAD   -  BRIDGELAND (2017)
 LO0018
 LO0018                         *CURRENT SURVEY CONTROL
 LO0018  ______________________________________________________________________
 LO0018* NAD 83(1986) POSITION- 40 09 30.     (N) 110 10 20.     (W)   SCALED
 LO0018* NAVD 88 ORTHO HEIGHT -  1595.740 (meters)     5235.36  (feet) ADJUSTED
 LO0018  ______________________________________________________________________
 LO0018  GEOID HEIGHT    -        -17.672 (meters)                     GEOID18
 LO0018  DYNAMIC HEIGHT  -       1594.229 (meters)     5230.40  (feet) COMP
 LO0018  MODELED GRAVITY -    979,623.7   (mgal)                       NAVD 88
 LO0018
 LO0018  VERT ORDER      -  FIRST     CLASS II
 LO0018
 LO0018.The horizontal coordinates were scaled from a map and have
 LO0018.an estimated accuracy of +/- 6 seconds.
 LO0018
 LO0018.The orthometric height was determined by differential leveling and
 LO0018.adjusted by the NATIONAL GEODETIC SURVEY
 LO0018.in June 1991.
 LO0018
 LO0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0018.GEOID18 height accuracy estimate available here.
 LO0018
 LO0018.Click photographs - Photos may exist for this station.
 LO0018
 LO0018.The dynamic height is computed by dividing the NAVD 88
 LO0018.geopotential number by the normal gravity value computed on the
 LO0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0018.degrees latitude (g = 980.6199 gals.).
 LO0018
 LO0018.The modeled gravity was interpolated from observed gravity values.
 LO0018
 LO0018;                    North         East    Units  Estimated Accuracy
 LO0018;SPC UT C     - 2,203,450.      613,110.      MT  (+/- 180 meters Scaled)
 LO0018
 LO0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWK704456(NAD 83)
 LO0018
 LO0018                          SUPERSEDED SURVEY CONTROL
 LO0018
 LO0018  NGVD 29 (??/??/92) 1594.481  (m)         5231.23   (f) ADJ UNCH    1 2
 LO0018
 LO0018.Superseded values are not recommended for survey control.
 LO0018
 LO0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0018.See file dsdata.pdf to determine how the superseded data were derived.
 LO0018
 LO0018_MARKER: DB = BENCH MARK DISK
 LO0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0018_STAMPING: Y 64 1934
 LO0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0018+STABILITY: SURFACE MOTION
 LO0018
 LO0018  HISTORY     - Date     Condition        Report By
 LO0018  HISTORY     - 1934     MONUMENTED       CGS
 LO0018  HISTORY     - 1963     GOOD             USGS
 LO0018
 LO0018                          STATION DESCRIPTION
 LO0018
 LO0018'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LO0018'5.8 MI W FROM MYTON.
 LO0018'5.8 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE CITY WATER TOWER AT
 LO0018'MYTON, DUCHESNE COUNTY, 50 FEET SOUTHWEST OF THE SOUTH HEAD WALL OF A
 LO0018'24-INCH CULVERT, AND 48 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 LO0018'A STANDARD DISK, STAMPED Y 64 1934 AND SET IN THE TOP OF A CONCRETE
 LO0018'POST.  NOTE-- THE HIGHWAY HAS BEEN WIDENED AND RESURFACED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KN0111 ***********************************************************************
 KN0111  DESIGNATION -  Y 65
 KN0111  PID         -  KN0111
 KN0111  STATE/COUNTY-  UT/DUCHESNE
 KN0111  COUNTRY     -  US
 KN0111  USGS QUAD   -  MATTS SUMMIT (2017)
 KN0111
 KN0111                         *CURRENT SURVEY CONTROL
 KN0111  ______________________________________________________________________
 KN0111* NAD 83(1986) POSITION- 39 48 46.     (N) 110 46 47.     (W)   SCALED
 KN0111* NAVD 88 ORTHO HEIGHT -  2207.797 (meters)     7243.41  (feet) POSTED
 KN0111  ______________________________________________________________________
 KN0111  GEOID HEIGHT    -        -15.997 (meters)                     GEOID18
 KN0111  DYNAMIC HEIGHT  -       2205.48  (meters)     7235.8   (feet) COMP
 KN0111  MODELED GRAVITY -    979,499.4   (mgal)                       NAVD 88
 KN0111
 KN0111  VERT ORDER      -  * POSTED, SEE BELOW
 KN0111
 KN0111.The horizontal coordinates were scaled from a map and have
 KN0111.an estimated accuracy of +/- 6 seconds.
 KN0111
 KN0111.The orthometric height was determined by differential leveling
 KN0111.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KN0111
 KN0111.* This is a POSTED BENCH MARK height.
 KN0111
 KN0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 KN0111.GEOID18 height accuracy estimate available here.
 KN0111
 KN0111.Click photographs - Photos may exist for this station.
 KN0111
 KN0111.The dynamic height is computed by dividing the NAVD 88
 KN0111.geopotential number by the normal gravity value computed on the
 KN0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KN0111.degrees latitude (g = 980.6199 gals.).
 KN0111
 KN0111.The modeled gravity was interpolated from observed gravity values.
 KN0111
 KN0111;                    North         East    Units  Estimated Accuracy
 KN0111;SPC UT C     - 2,164,490.      561,670.      MT  (+/- 180 meters Scaled)
 KN0111
 KN0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SWK188070(NAD 83)
 KN0111
 KN0111                          SUPERSEDED SURVEY CONTROL
 KN0111
 KN0111  NGVD 29 (??/??/92) 2206.531  (m)         7239.26   (f) ADJ UNCH    1 2
 KN0111
 KN0111.Superseded values are not recommended for survey control.
 KN0111
 KN0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KN0111.See file dsdata.pdf to determine how the superseded data were derived.
 KN0111
 KN0111_MARKER: DB = BENCH MARK DISK
 KN0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KN0111_STAMPING: Y 65 1934
 KN0111_MARK LOGO: CGS
 KN0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KN0111+STABILITY: SURFACE MOTION
 KN0111
 KN0111  HISTORY     - Date     Condition        Report By
 KN0111  HISTORY     - 1934     MONUMENTED       CGS
 KN0111  HISTORY     - 1966     MARK NOT FOUND   USGS
 KN0111  HISTORY     - 1966     MARK NOT FOUND   USGS
 KN0111
 KN0111                          STATION DESCRIPTION
 KN0111
 KN0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KN0111'9.3 MI NE FROM CASTLEGATE.
 KN0111'IN DUCHESNE COUNTY, 9.3 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM
 KN0111'CASTLEGATE, CARBON COUNTY, AT THE DUCHESNE-CARBON COUNTY LINE, 10 FEET
 KN0111'NORTHWEST OF THE COUNTY LINE SIGN, AND 19 FEET NORTHEAST OF THE CENTER
 KN0111'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED Y 65 1934 AND SET IN
 KN0111'THE TOP OF A CONCRETE POST.
 KN0111
 KN0111                          STATION RECOVERY (1966)
 KN0111
 KN0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0111'MARK NOT FOUND.
 KN0111
 KN0111                          STATION RECOVERY (1966)
 KN0111
 KN0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KN0111'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KP0045 ***********************************************************************
 KP0045  DESIGNATION -  Y 74
 KP0045  PID         -  KP0045
 KP0045  STATE/COUNTY-  UT/MILLARD
 KP0045  COUNTRY     -  US
 KP0045  USGS QUAD   -  LITTLE HORSE CANYON (2018)
 KP0045
 KP0045                         *CURRENT SURVEY CONTROL
 KP0045  ______________________________________________________________________
 KP0045* NAD 83(1986) POSITION- 39 15 13.     (N) 114 00 18.     (W)   SCALED
 KP0045* NAVD 88 ORTHO HEIGHT -  1505.145 (meters)     4938.13  (feet) ADJUSTED
 KP0045  ______________________________________________________________________
 KP0045  GEOID HEIGHT    -        -20.144 (meters)                     GEOID18
 KP0045  DYNAMIC HEIGHT  -       1503.687 (meters)     4933.35  (feet) COMP
 KP0045  MODELED GRAVITY -    979,606.5   (mgal)                       NAVD 88
 KP0045
 KP0045  VERT ORDER      -  SECOND    CLASS 0
 KP0045
 KP0045.The horizontal coordinates were scaled from a map and have
 KP0045.an estimated accuracy of +/- 6 seconds.
 KP0045
 KP0045.The orthometric height was determined by differential leveling and
 KP0045.adjusted by the NATIONAL GEODETIC SURVEY
 KP0045.in June 1991.
 KP0045
 KP0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 KP0045.GEOID18 height accuracy estimate available here.
 KP0045
 KP0045.Click photographs - Photos may exist for this station.
 KP0045
 KP0045.The dynamic height is computed by dividing the NAVD 88
 KP0045.geopotential number by the normal gravity value computed on the
 KP0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0045.degrees latitude (g = 980.6199 gals.).
 KP0045
 KP0045.The modeled gravity was interpolated from observed gravity values.
 KP0045
 KP0045;                    North         East    Units  Estimated Accuracy
 KP0045;SPC UT C     - 2,105,200.      283,820.      MT  (+/- 180 meters Scaled)
 KP0045
 KP0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD584491(NAD 83)
 KP0045
 KP0045                          SUPERSEDED SURVEY CONTROL
 KP0045
 KP0045  NGVD 29 (??/??/92) 1504.037  (m)         4934.49   (f) ADJ UNCH    2 0
 KP0045
 KP0045.Superseded values are not recommended for survey control.
 KP0045
 KP0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0045.See file dsdata.pdf to determine how the superseded data were derived.
 KP0045
 KP0045_MARKER: DB = BENCH MARK DISK
 KP0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0045_STAMPING: Y 74 1934
 KP0045_MARK LOGO: CGS
 KP0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0045+STABILITY: SURFACE MOTION
 KP0045
 KP0045  HISTORY     - Date     Condition        Report By
 KP0045  HISTORY     - 1934     MONUMENTED       CGS
 KP0045
 KP0045                          STATION DESCRIPTION
 KP0045
 KP0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0045'2.0 MI N FROM ROBINSON RANCH.
 KP0045'2.0 MILES NORTH ALONG THE ROAD LEADING TROUT CREEK FROM ROBINSON
 KP0045'RANCH, 0.7 MILE SOUTH OF AN OLD ABANDONED LOG FARMHOUSE SURROUNDED BY
 KP0045'COTTONWOOD TREES, 90 FEET EAST OF A SMALL RIDGE OF HILLS, AND 42 FEET
 KP0045'EAST OF THE CENTER LINE OF THE ROAD.  SET IN THE TOP OF A CONCRETE
 KP0045'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0356 ***********************************************************************
 JO0356  DESIGNATION -  Y 75
 JO0356  PID         -  JO0356
 JO0356  STATE/COUNTY-  UT/MILLARD
 JO0356  COUNTRY     -  US
 JO0356  USGS QUAD   -  PINE VALLEY HARDPAN SOUTH (2017)
 JO0356
 JO0356                         *CURRENT SURVEY CONTROL
 JO0356  ______________________________________________________________________
 JO0356* NAD 83(1986) POSITION- 38 35 41.     (N) 113 44 57.     (W)   SCALED
 JO0356* NAVD 88 ORTHO HEIGHT -  1600.975 (meters)     5252.53  (feet) ADJUSTED
 JO0356  ______________________________________________________________________
 JO0356  GEOID HEIGHT    -        -21.234 (meters)                     GEOID18
 JO0356  DYNAMIC HEIGHT  -       1599.284 (meters)     5246.98  (feet) COMP
 JO0356  MODELED GRAVITY -    979,516.1   (mgal)                       NAVD 88
 JO0356
 JO0356  VERT ORDER      -  FIRST     CLASS II
 JO0356
 JO0356.The horizontal coordinates were scaled from a map and have
 JO0356.an estimated accuracy of +/- 6 seconds.
 JO0356
 JO0356.The orthometric height was determined by differential leveling and
 JO0356.adjusted by the NATIONAL GEODETIC SURVEY
 JO0356.in June 1991.
 JO0356
 JO0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0356.GEOID18 height accuracy estimate available here.
 JO0356
 JO0356.Click photographs - Photos may exist for this station.
 JO0356
 JO0356.The dynamic height is computed by dividing the NAVD 88
 JO0356.geopotential number by the normal gravity value computed on the
 JO0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0356.degrees latitude (g = 980.6199 gals.).
 JO0356
 JO0356.The modeled gravity was interpolated from observed gravity values.
 JO0356
 JO0356;                    North         East    Units  Estimated Accuracy
 JO0356;SPC UT C     - 2,031,490.      304,050.      MT  (+/- 180 meters Scaled)
 JO0356
 JO0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STH605753(NAD 83)
 JO0356
 JO0356                          SUPERSEDED SURVEY CONTROL
 JO0356
 JO0356  NGVD 29 (??/??/92) 1599.795  (m)         5248.66   (f) ADJ UNCH    1 2
 JO0356
 JO0356.Superseded values are not recommended for survey control.
 JO0356
 JO0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0356.See file dsdata.pdf to determine how the superseded data were derived.
 JO0356
 JO0356_MARKER: DB = BENCH MARK DISK
 JO0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JO0356_STAMPING: X 75 1934
 JO0356_MARK LOGO: CGS
 JO0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JO0356+STABILITY: SURFACE MOTION
 JO0356
 JO0356  HISTORY     - Date     Condition        Report By
 JO0356  HISTORY     - 1934     MONUMENTED       CGS
 JO0356  HISTORY     - 1984     GOOD             NGS
 JO0356  HISTORY     - 19860225 MARK NOT FOUND   USGS
 JO0356
 JO0356                          STATION DESCRIPTION
 JO0356
 JO0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0356'IN DESERT RANGE EXP STA.
 JO0356'AT DESERT RANGE EXPERIMENT STATION, BEAVER COUNTY, AND 60 FEET EAST OF
 JO0356'THE DORMITORY.  A STANDARD DISK, STAMPED Y 75 1934 AND SET IN THE TOP
 JO0356'OF A CONCRETE POST.
 JO0356
 JO0356                          STATION RECOVERY (1984)
 JO0356
 JO0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JO0356'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 JO0356
 JO0356                          STATION RECOVERY (1986)
 JO0356
 JO0356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (JDG)
 JO0356'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LQ0201 ***********************************************************************
 LQ0201  DESIGNATION -  Y 76
 LQ0201  PID         -  LQ0201
 LQ0201  STATE/COUNTY-  UT/TOOELE
 LQ0201  COUNTRY     -  US
 LQ0201  USGS QUAD   -  FERGUSON FLAT (2018)
 LQ0201
 LQ0201                         *CURRENT SURVEY CONTROL
 LQ0201  ______________________________________________________________________
 LQ0201* NAD 83(1986) POSITION- 40 24 50.     (N) 114 00 48.     (W)   SCALED
 LQ0201* NAVD 88 ORTHO HEIGHT -  1303.939 (meters)     4278.01  (feet) ADJUSTED
 LQ0201  ______________________________________________________________________
 LQ0201  GEOID HEIGHT    -        -18.672 (meters)                     GEOID18
 LQ0201  DYNAMIC HEIGHT  -       1302.895 (meters)     4274.58  (feet) COMP
 LQ0201  MODELED GRAVITY -    979,779.1   (mgal)                       NAVD 88
 LQ0201
 LQ0201  VERT ORDER      -  SECOND    CLASS 0
 LQ0201
 LQ0201.The horizontal coordinates were scaled from a map and have
 LQ0201.an estimated accuracy of +/- 6 seconds.
 LQ0201
 LQ0201.The orthometric height was determined by differential leveling and
 LQ0201.adjusted by the NATIONAL GEODETIC SURVEY
 LQ0201.in June 1991.
 LQ0201
 LQ0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 LQ0201.GEOID18 height accuracy estimate available here.
 LQ0201
 LQ0201.Click photographs - Photos may exist for this station.
 LQ0201
 LQ0201.The dynamic height is computed by dividing the NAVD 88
 LQ0201.geopotential number by the normal gravity value computed on the
 LQ0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0201.degrees latitude (g = 980.6199 gals.).
 LQ0201
 LQ0201.The modeled gravity was interpolated from observed gravity values.
 LQ0201
 LQ0201;                    North         East    Units  Estimated Accuracy
 LQ0201;SPC UT C     - 2,233,980.      286,720.      MT  (+/- 180 meters Scaled)
 LQ0201
 LQ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE534779(NAD 83)
 LQ0201
 LQ0201                          SUPERSEDED SURVEY CONTROL
 LQ0201
 LQ0201  NGVD 29 (??/??/92) 1302.959  (m)         4274.79   (f) ADJ UNCH    2 0
 LQ0201
 LQ0201.Superseded values are not recommended for survey control.
 LQ0201
 LQ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0201.See file dsdata.pdf to determine how the superseded data were derived.
 LQ0201
 LQ0201_MARKER: DB = BENCH MARK DISK
 LQ0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0201_STAMPING: Y 76 1934
 LQ0201_MARK LOGO: CGS
 LQ0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0201+STABILITY: SURFACE MOTION
 LQ0201
 LQ0201  HISTORY     - Date     Condition        Report By
 LQ0201  HISTORY     - 1934     MONUMENTED       CGS
 LQ0201  HISTORY     - 1983     GOOD             DMA
 LQ0201
 LQ0201                          STATION DESCRIPTION
 LQ0201
 LQ0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LQ0201'21.6 MI N FROM GOLD HILL.
 LQ0201'21.6 MILES NORTH OF WESTERN PACIFIC DEPOT AT GOLD HILL.  210 FEET
 LQ0201'NORTH OF SMALL WOODEN RAILROAD BRIDGE.  318 FEET NORTH OF MILE POST.
 LQ0201'23.  AND 36 FEET WEST OF THE CENTERLINE OF WESTERN PACIFIC RAILROAD.
 LQ0201
 LQ0201                          STATION RECOVERY (1983)
 LQ0201
 LQ0201'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983
 LQ0201'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0126 ***********************************************************************
 LP0126  DESIGNATION -  Y 77
 LP0126  PID         -  LP0126
 LP0126  STATE/COUNTY-  UT/TOOELE
 LP0126  COUNTRY     -  US
 LP0126  USGS QUAD   -  KNOLLS (2017)
 LP0126
 LP0126                         *CURRENT SURVEY CONTROL
 LP0126  ______________________________________________________________________
 LP0126* NAD 83(1986) POSITION- 40 43 20.     (N) 113 17 14.     (W)   SCALED
 LP0126* NAVD 88 ORTHO HEIGHT -  1291.172 (meters)     4236.12  (feet) ADJUSTED
 LP0126  ______________________________________________________________________
 LP0126  GEOID HEIGHT    -        -17.920 (meters)                     GEOID18
 LP0126  DYNAMIC HEIGHT  -       1290.208 (meters)     4232.96  (feet) COMP
 LP0126  MODELED GRAVITY -    979,832.5   (mgal)                       NAVD 88
 LP0126
 LP0126  VERT ORDER      -  SECOND    CLASS 0
 LP0126
 LP0126.The horizontal coordinates were scaled from a map and have
 LP0126.an estimated accuracy of +/- 6 seconds.
 LP0126
 LP0126.The orthometric height was determined by differential leveling and
 LP0126.adjusted by the NATIONAL GEODETIC SURVEY
 LP0126.in June 1991.
 LP0126
 LP0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0126.GEOID18 height accuracy estimate available here.
 LP0126
 LP0126.Click photographs - Photos may exist for this station.
 LP0126
 LP0126.The dynamic height is computed by dividing the NAVD 88
 LP0126.geopotential number by the normal gravity value computed on the
 LP0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0126.degrees latitude (g = 980.6199 gals.).
 LP0126
 LP0126.The modeled gravity was interpolated from observed gravity values.
 LP0126
 LP0126;                    North         East    Units  Estimated Accuracy
 LP0126;SPC UT C     - 2,266,730.      349,010.      MT  (+/- 180 meters Scaled)
 LP0126
 LP0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL068104(NAD 83)
 LP0126
 LP0126                          SUPERSEDED SURVEY CONTROL
 LP0126
 LP0126  NGVD 29 (??/??/92) 1290.211  (m)         4232.97   (f) ADJ UNCH    2 0
 LP0126
 LP0126.Superseded values are not recommended for survey control.
 LP0126
 LP0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0126.See file dsdata.pdf to determine how the superseded data were derived.
 LP0126
 LP0126_MARKER: DB = BENCH MARK DISK
 LP0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0126_STAMPING: Y 77 1934
 LP0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0126+STABILITY: SURFACE MOTION
 LP0126
 LP0126  HISTORY     - Date     Condition        Report By
 LP0126  HISTORY     - 1934     MONUMENTED       CGS
 LP0126  HISTORY     - 1970     MARK NOT FOUND   NGS
 LP0126  HISTORY     - 1973     MARK NOT FOUND   USGS
 LP0126  HISTORY     - 19880527 MARK NOT FOUND   DMA
 LP0126
 LP0126                          STATION DESCRIPTION
 LP0126
 LP0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LP0126'IN KNOLLS.
 LP0126'AT KNOLLS, TOOELE COUNTY, ON THE WESTERN PACIFIC RAILROAD, 195 FEET
 LP0126'WEST OF THE WEST END OF THE STATION, 382 FEET SOUTHEAST OF THE KNOLLS
 LP0126'SERVICE STATION, 42 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 LP0126'ABOUT 4 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED Y 77 1934
 LP0126'AND SET IN THE TOP OF A CONCRETE POST.
 LP0126
 LP0126                          STATION RECOVERY (1973)
 LP0126
 LP0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LP0126'MARK NOT FOUND.
 LP0126
 LP0126                          STATION RECOVERY (1988)
 LP0126
 LP0126'RECOVERY NOTE BY DEFENSE MAP AGENCY 1988 (RFA)
 LP0126'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 KO0290 ***********************************************************************
 KO0290  FBN         -  This is a Federal Base Network Control Station.
 KO0290  DESIGNATION -  Y 78
 KO0290  PID         -  KO0290
 KO0290  STATE/COUNTY-  UT/JUAB
 KO0290  COUNTRY     -  US
 KO0290  USGS QUAD   -  TOPAZ MOUNTAIN WEST (2017)
 KO0290
 KO0290                         *CURRENT SURVEY CONTROL
 KO0290  ______________________________________________________________________
 KO0290* NAD 83(2011) POSITION- 39 37 44.06248(N) 113 12 28.11790(W)   ADJUSTED
 KO0290* NAD 83(2011) ELLIP HT-  1447.922 (meters)        (06/27/12)   ADJUSTED
 KO0290* NAD 83(2011) EPOCH   -  2010.00
 KO0290* NAVD 88 ORTHO HEIGHT -  1467.360 (meters)     4814.16  (feet) ADJUSTED
 KO0290  ______________________________________________________________________
 KO0290  GEOID HEIGHT    -        -19.428 (meters)                     GEOID18
 KO0290  NAD 83(2011) X  - -1,938,891.463 (meters)                     COMP
 KO0290  NAD 83(2011) Y  - -4,522,070.132 (meters)                     COMP
 KO0290  NAD 83(2011) Z  -  4,047,260.248 (meters)                     COMP
 KO0290  LAPLACE CORR    -          3.15  (seconds)                    DEFLEC18
 KO0290  DYNAMIC HEIGHT  -       1466.034 (meters)     4809.81  (feet) COMP
 KO0290  MODELED GRAVITY -    979,671.3   (mgal)                       NAVD 88
 KO0290
 KO0290  VERT ORDER      -  SECOND    CLASS 0
 KO0290
 KO0290  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KO0290  Standards:
 KO0290         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KO0290            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KO0290  -------------------------------------------------------------------
 KO0290  NETWORK    0.58   1.27           0.26   0.21   0.65     -0.06186248
 KO0290  -------------------------------------------------------------------
 KO0290  Click here for local accuracies and other accuracy information.
 KO0290
 KO0290.The horizontal coordinates were established by GPS observations
 KO0290.and adjusted by the National Geodetic Survey in June 2012.
 KO0290
 KO0290.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KO0290.been affixed to the stable North American tectonic plate. See 
 KO0290.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KO0290
 KO0290.The horizontal coordinates are valid at the epoch date displayed above
 KO0290.which is a decimal equivalence of Year/Month/Day.
 KO0290
 KO0290.The orthometric height was determined by differential leveling and
 KO0290.adjusted by the NATIONAL GEODETIC SURVEY
 KO0290.in June 1991.
 KO0290
 KO0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 KO0290.GEOID18 height accuracy estimate available here.
 KO0290
 KO0290.Click photographs - Photos may exist for this station.
 KO0290
 KO0290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KO0290
 KO0290.The Laplace correction was computed from DEFLEC18 derived deflections.
 KO0290
 KO0290.The ellipsoidal height was determined by GPS observations
 KO0290.and is referenced to NAD 83.
 KO0290
 KO0290.The dynamic height is computed by dividing the NAVD 88
 KO0290.geopotential number by the normal gravity value computed on the
 KO0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KO0290.degrees latitude (g = 980.6199 gals.).
 KO0290
 KO0290.The modeled gravity was interpolated from observed gravity values.
 KO0290
 KO0290. The following values were computed from the NAD 83(2011) position.
 KO0290
 KO0290;                    North         East     Units Scale Factor Converg.
 KO0290;SPC UT C     - 2,145,232.110   353,399.896   MT  0.99990526   -1 05 38.4
 KO0290;SPC UT C     - 7,038,149.01  1,159,446.16   sFT  0.99990526   -1 05 38.4
 KO0290;UTM  12      - 4,388,899.879   310,516.916   MT  1.00004205   -1 24 30.9
 KO0290
 KO0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KO0290!SPC UT C     -   0.99977289  x   0.99990526  =   0.99967818
 KO0290!UTM  12      -   0.99977289  x   1.00004205  =   0.99981493
 KO0290
 KO0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUJ1051688899(NAD 83)
 KO0290
 KO0290                          SUPERSEDED SURVEY CONTROL
 KO0290
 KO0290  NAD 83(2007)-  39 37 44.06212(N)    113 12 28.11803(W) AD(2002.00) 0
 KO0290  ELLIP H (02/10/07) 1447.933  (m)                       GP(2002.00)    
 KO0290  ELLIP H (06/28/00) 1447.952  (m)                       GP(       ) 4 1
 KO0290  NAD 83(1994)-  39 37 44.06105(N)    113 12 28.11583(W) AD(       ) B
 KO0290  ELLIP H (04/21/95) 1448.049  (m)                       GP(       ) 4 1
 KO0290  NAVD 88            1467.36   (m)         4814.2    (f) LEVELING    3  
 KO0290  NGVD 29 (??/??/92) 1466.263  (m)         4810.56   (f) ADJ UNCH    2 0
 KO0290
 KO0290.Superseded values are not recommended for survey control.
 KO0290
 KO0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KO0290.See file dsdata.pdf to determine how the superseded data were derived.
 KO0290
 KO0290_MARKER: DB = BENCH MARK DISK
 KO0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KO0290_STAMPING: Y 78 1934
 KO0290_MARK LOGO: CGS
 KO0290_MAGNETIC: N = NO MAGNETIC MATERIAL
 KO0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KO0290+STABILITY: SURFACE MOTION
 KO0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KO0290+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1999
 KO0290
 KO0290  HISTORY     - Date     Condition        Report By
 KO0290  HISTORY     - 1934     MONUMENTED       CGS
 KO0290  HISTORY     - 1967     GOOD             USGS
 KO0290  HISTORY     - 19931123 GOOD             NGS
 KO0290  HISTORY     - 19990205 GOOD             NGS
 KO0290
 KO0290                          STATION DESCRIPTION
 KO0290
 KO0290'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 KO0290'22.9 MI SE FROM FISH SPRINGS.
 KO0290'22.9 MILES SOUTHEAST ALONG THE HINCKLEY-CALLAO ROAD FROM FISH SPRINGS,
 KO0290'AT WELL NO. 22 NEAR SAND PASS ROAD IN SW 1/4 SEC 4 T 14S, R 12W, 620
 KO0290'FT. SE OF RD. FK., 400 FT. E OF WELL NO. 22, 30 FT. SW OF A TRACK
 KO0290'ROAD.  PROJECTING 0.7 FT., SET IN TOP OF A CONCRETE POST.
 KO0290
 KO0290                          STATION RECOVERY (1993)
 KO0290
 KO0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 KO0290'STATION IS LOCATED ABOUT 65 KM (40.40 MI) NORTHWEST OF DELTA, 25 KM
 KO0290'(15.55 MI) SOUTHEAST OF THE SOUTHEAST CORNER OF THE FISH SPRINGS
 KO0290'NATIONAL WILDLIFE REFUGE, 8 KM (4.95 MI) NORTH OF THE JUAB-MILLARD
 KO0290'COUNTY LINE, 0.2 KM (0.10 MI) SOUTHEAST OF A ROAD JUNCTION, ALONG A
 KO0290'NARROW GRADED ROAD, 124 M (406.8 FT) EAST OF A SMALL WATER TANK AT A
 KO0290'WELL AND BUILDING, IN THE SOUTHWEST 1/4 OF SECTION 4, T 14 S, R 12 W.
 KO0290'OWNERSHIP--US BUREAU OF LAND MANAGEMENT. TO REACH FROM THE JUNCTION OF
 KO0290'US HIGHWAYS 6 AND 50 ON THE EAST SIDE OF DELTA, GO NORTHEAST ON
 KO0290'HIGHWAY 6 FOR 16.82 KM (10.45 MI) TO A PAVED ROAD LEFT. TURN LEFT,
 KO0290'WEST, ON STATE HIGHWAY 174 FOR 13.44 KM (8.35 MI) TO A PAVED CROSSROAD
 KO0290'AND THE END OF HIGHWAY 174 (THE INTERMOUNTAIN POWER GENERATING PLANT
 KO0290'IS ON RIGHT).  CONTINUE AHEAD, WEST, ON UNNUMBERED PAVED ROAD FOR 23.1
 KO0290'KM (14.35 MI) TO THE COUNTY LINE.  CONTINUE NORTHWEST ON PAVED ROAD
 KO0290'FOR 30.82 KM (19.15 MI) TO A PAVED ROAD LEFT WITH SIGN 'TROUT CREEK
 KO0290'48.'  TURN LEFT, SOUTHWEST, ON PAVED, THEN GOOD GRAVELED ROAD TOWARDS
 KO0290'TROUT CREEK FOR 8.53 KM (5.30 MI) TO AN OFFSET CROSSROAD.  TURN LEFT,
 KO0290'SOUTHEAST, ON DIRT ROAD FOR 0.19 KM (0.10 MI) TO THE STATION ON THE
 KO0290'RIGHT, ABOUT 90 M (295.3 FT) BEFORE REACHING TOP OF A RISE. STATION
 KO0290'MARK IS A DISK SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST
 KO0290'PROJECTING 20 CM ABOVE GROUND.  IT IS 7.8 M (25.6 FT) SOUTHWEST OF,
 KO0290'AND 0.5 M (1.6 FT) HIGHER THAN THE ROAD CENTER, AND 0.5 M (1.6 FT)
 KO0290'NORTHEAST OF A FIBERGLASS WITNESS POST.
 KO0290
 KO0290                          STATION RECOVERY (1999)
 KO0290
 KO0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 KO0290'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0131 ***********************************************************************
 LP0131  DESIGNATION -  Y 79
 LP0131  PID         -  LP0131
 LP0131  STATE/COUNTY-  UT/TOOELE
 LP0131  COUNTRY     -  US
 LP0131  USGS QUAD   -  BARRO (2017)
 LP0131
 LP0131                         *CURRENT SURVEY CONTROL
 LP0131  ______________________________________________________________________
 LP0131* NAD 83(1994) POSITION- 40 43 37.14007(N) 113 29 06.07594(W)   ADJUSTED
 LP0131* NAVD 88 ORTHO HEIGHT -  1286.859 (meters)     4221.97  (feet) ADJUSTED
 LP0131  ______________________________________________________________________
 LP0131  GEOID HEIGHT    -        -18.066 (meters)                     GEOID18
 LP0131  LAPLACE CORR    -          1.21  (seconds)                    DEFLEC18
 LP0131  DYNAMIC HEIGHT  -       1285.892 (meters)     4218.80  (feet) COMP
 LP0131  MODELED GRAVITY -    979,828.3   (mgal)                       NAVD 88
 LP0131
 LP0131  HORZ ORDER      -  SECOND
 LP0131  VERT ORDER      -  SECOND    CLASS 0
 LP0131
 LP0131.The horizontal coordinates were established by classical geodetic methods
 LP0131.and adjusted by the National Geodetic Survey in November 1997.
 LP0131
 LP0131.The orthometric height was determined by differential leveling and
 LP0131.adjusted by the NATIONAL GEODETIC SURVEY
 LP0131.in June 1991.
 LP0131
 LP0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0131.GEOID18 height accuracy estimate available here.
 LP0131
 LP0131.Click photographs - Photos may exist for this station.
 LP0131
 LP0131.The Laplace correction was computed from DEFLEC18 derived deflections.
 LP0131
 LP0131.The dynamic height is computed by dividing the NAVD 88
 LP0131.geopotential number by the normal gravity value computed on the
 LP0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0131.degrees latitude (g = 980.6199 gals.).
 LP0131
 LP0131.The modeled gravity was interpolated from observed gravity values.
 LP0131
 LP0131. The following values were computed from the NAD 83(1994) position.
 LP0131
 LP0131;                    North         East     Units Scale Factor Converg.
 LP0131;SPC UT C     - 2,267,613.374   332,313.050   MT  1.00002007   -1 16 17.6
 LP0131;SPC UT C     - 7,439,661.54  1,090,263.73   sFT  1.00002007   -1 16 17.6
 LP0131;UTM  12      - 4,511,420.734   290,136.020   MT  1.00014213   -1 37 19.0
 LP0131
 LP0131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LP0131!SPC UT C     -   0.99980101  x   1.00002007  =   0.99982108
 LP0131!UTM  12      -   0.99980101  x   1.00014213  =   0.99994311
 LP0131
 LP0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL9013611420(NAD 83)
 LP0131
 LP0131                          SUPERSEDED SURVEY CONTROL
 LP0131
 LP0131  NAD 83(1986)-  40 43 37.12959(N)    113 29 06.06795(W) AD(       ) 2
 LP0131  NAD 27      -  40 43 37.37057(N)    113 29 03.09688(W) AD(       ) 2
 LP0131  NGVD 29 (??/??/92) 1285.900  (m)         4218.82   (f) ADJ UNCH    2 0
 LP0131  NGVD 29            1285.90   (m)         4218.8    (f) LEVELING    3  
 LP0131
 LP0131.Superseded values are not recommended for survey control.
 LP0131
 LP0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0131.See file dsdata.pdf to determine how the superseded data were derived.
 LP0131
 LP0131_MARKER: DB = BENCH MARK DISK
 LP0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LP0131_STAMPING: Y 79 1934
 LP0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LP0131+STABILITY: SURFACE MOTION
 LP0131
 LP0131  HISTORY     - Date     Condition        Report By
 LP0131  HISTORY     - 1934     MONUMENTED       CGS
 LP0131  HISTORY     - 1974     GOOD             NGS
 LP0131  HISTORY     - 1983     GOOD             DMA
 LP0131  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 LP0131  HISTORY     - 1983     MARK NOT FOUND   DMA
 LP0131  HISTORY     - 19880527 GOOD             DMA
 LP0131
 LP0131                          STATION DESCRIPTION
 LP0131
 LP0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0131'10.4 MI W FROM KNOLLS.
 LP0131'10.4 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM KNOLLS, TOOELE
 LP0131'COUNTY, 104 FEET NORTH OF MILEPOST 835, 66 FEET SOUTH OF THE
 LP0131'CENTERLINE OF U.S. HIGHWAY 40 AND 50, 54 FEET NORTH OF THE CENTERLINE
 LP0131'OF THE TRACK, AND ABOUT 5 FEET LOWER THAN THE RAIL.  A STANDARD DISK,
 LP0131'STAMPED Y 79 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LP0131
 LP0131                          STATION RECOVERY (1974)
 LP0131
 LP0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LP0131'TO REACH THE STATION FROM THE SOUTH END OF THE OVERPASS OF
 LP0131'INTERSTATE HIGHWAY 80 AT THE KNOLLS EXIT GO WEST ON THE FRONTAGE
 LP0131'ROAD FOR 11.6 MILES TO THE BENCH MARK ON THE RIGHT.
 LP0131'
 LP0131'THE MARK IS A STANDARD BENCH MARK DISK STAMPED Y 79 1934, SET IN
 LP0131'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 LP0131'AND PARTIALLY ERODED AT THE GROUND SURFACE.  IT IS 67 FEET SOUTH OF
 LP0131'THE CENTER OF THE SURFACED FRONTAGE ROAD, 33 FEET NORTH OF THE
 LP0131'NORTH RAIL OF THE WESTERN PACIFIC RAILROAD TRACK AND 1 FOOT NORTH
 LP0131'OF A METAL WITNESS POST.
 LP0131
 LP0131                          STATION RECOVERY (1983)
 LP0131
 LP0131'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983 (DAC)
 LP0131'Y 79 1934 IN GOOD CONDITION.
 LP0131
 LP0131                          STATION RECOVERY (1983)
 LP0131
 LP0131'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LP0131'MARK NOT FOUND.
 LP0131
 LP0131                          STATION RECOVERY (1983)
 LP0131
 LP0131'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983
 LP0131'MARK NOT FOUND.
 LP0131
 LP0131                          STATION RECOVERY (1988)
 LP0131
 LP0131'RECOVERY NOTE BY DEFENSE MAP AGENCY 1988 (RFA)
 LP0131'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 JO0311 ***********************************************************************
 JO0311  DESIGNATION -  Y 8
 JO0311  PID         -  JO0311
 JO0311  STATE/COUNTY-  UT/BEAVER
 JO0311  COUNTRY     -  US
 JO0311  USGS QUAD   -  THERMO (2017)
 JO0311
 JO0311                         *CURRENT SURVEY CONTROL
 JO0311  ______________________________________________________________________
 JO0311* NAD 83(1986) POSITION- 38 12 52.1    (N) 113 10 22.1    (W)   HD_HELD2
 JO0311* NAVD 88 ORTHO HEIGHT -  1534.451 (meters)     5034.28  (feet) ADJUSTED
 JO0311  ______________________________________________________________________
 JO0311  GEOID HEIGHT    -        -21.480 (meters)                     GEOID18
 JO0311  DYNAMIC HEIGHT  -       1532.821 (meters)     5028.93  (feet) COMP
 JO0311  MODELED GRAVITY -    979,513.1   (mgal)                       NAVD 88
 JO0311
 JO0311  VERT ORDER      -  FIRST     CLASS II
 JO0311
 JO0311.The horizontal coordinates were established by autonomous hand held GPS
 JO0311.observations and have an estimated accuracy of +/- 10 meters.
 JO0311
 JO0311.The orthometric height was determined by differential leveling and
 JO0311.adjusted by the NATIONAL GEODETIC SURVEY
 JO0311.in June 1991.
 JO0311
 JO0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 JO0311.GEOID18 height accuracy estimate available here.
 JO0311
 JO0311.Click photographs - Photos may exist for this station.
 JO0311
 JO0311.The dynamic height is computed by dividing the NAVD 88
 JO0311.geopotential number by the normal gravity value computed on the
 JO0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JO0311.degrees latitude (g = 980.6199 gals.).
 JO0311
 JO0311.The modeled gravity was interpolated from observed gravity values.
 JO0311
 JO0311;                    North         East    Units  Estimated Accuracy
 JO0311;SPC UT S     - 3,173,095.      353,513.      MT  (+/- 10 meters HH2 GPS)
 JO0311
 JO0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUH0977931843(NAD 83)
 JO0311
 JO0311                          SUPERSEDED SURVEY CONTROL
 JO0311
 JO0311  NGVD 29 (??/??/92) 1533.384  (m)         5030.78   (f) ADJ UNCH    1 2
 JO0311
 JO0311.Superseded values are not recommended for survey control.
 JO0311
 JO0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JO0311.See file dsdata.pdf to determine how the superseded data were derived.
 JO0311
 JO0311_MARKER: Q = CHISELED SQUARE
 JO0311_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JO0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JO0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JO0311+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2012
 JO0311
 JO0311  HISTORY     - Date     Condition        Report By
 JO0311  HISTORY     - 1908     MONUMENTED       CGS
 JO0311  HISTORY     - 1934     GOOD             CGS
 JO0311  HISTORY     - 19860122 MARK NOT FOUND   USGS
 JO0311  HISTORY     - 20120229 GOOD             GEOCAC
 JO0311
 JO0311                          STATION DESCRIPTION
 JO0311
 JO0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JO0311'IN THERMO.
 JO0311'AT THERMO, BEAVER COUNTY, ON THE UNION PACIFIC RAILROAD, DIRECTLY
 JO0311'OPPOSITE THE STATION SIGN AND SECTION HOUSE, ABOUT 14 POLES SOUTHWEST
 JO0311'OF MILE POLE 652, ABOUT 164 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JO0311'MAIN TRACK, AND ABOUT 5-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  THE
 JO0311'BOTTOM OF A SQUARE HOLE SURROUNDED BY THE LETTERS USBM, IN THE TOP OF
 JO0311'A STONE POST.
 JO0311
 JO0311                          STATION RECOVERY (1986)
 JO0311
 JO0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RBR)
 JO0311'MARK NOT FOUND.
 JO0311
 JO0311                          STATION RECOVERY (2012)
 JO0311
 JO0311'RECOVERY NOTE BY GEOCACHING 2012 (MEL)
 JO0311'MARK IS 2 FT SOUTHEAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0381 ***********************************************************************
 MS0381  DESIGNATION -  Y 83
 MS0381  PID         -  MS0381
 MS0381  STATE/COUNTY-  UT/BOX ELDER
 MS0381  COUNTRY     -  US
 MS0381  USGS QUAD   -  LUCIN (2017)
 MS0381
 MS0381                         *CURRENT SURVEY CONTROL
 MS0381  ______________________________________________________________________
 MS0381* NAD 83(1986) POSITION- 41 16 22.0    (N) 113 55 41.3    (W)   HD_HELD2
 MS0381* NAVD 88 ORTHO HEIGHT -  1491.138 (meters)     4892.18  (feet) ADJUSTED
 MS0381  ______________________________________________________________________
 MS0381  GEOID HEIGHT    -        -16.883 (meters)                     GEOID18
 MS0381  DYNAMIC HEIGHT  -       1490.059 (meters)     4888.64  (feet) COMP
 MS0381  MODELED GRAVITY -    979,846.9   (mgal)                       NAVD 88
 MS0381
 MS0381  VERT ORDER      -  SECOND    CLASS 0
 MS0381
 MS0381.The horizontal coordinates were established by autonomous hand held GPS
 MS0381.observations and have an estimated accuracy of +/- 10 meters.
 MS0381
 MS0381.The orthometric height was determined by differential leveling and
 MS0381.adjusted by the NATIONAL GEODETIC SURVEY
 MS0381.in June 1991.
 MS0381
 MS0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0381.GEOID18 height accuracy estimate available here.
 MS0381
 MS0381.Click photographs - Photos may exist for this station.
 MS0381
 MS0381.The dynamic height is computed by dividing the NAVD 88
 MS0381.geopotential number by the normal gravity value computed on the
 MS0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0381.degrees latitude (g = 980.6199 gals.).
 MS0381
 MS0381.The modeled gravity was interpolated from observed gravity values.
 MS0381
 MS0381;                    North         East    Units  Estimated Accuracy
 MS0381;SPC UT N     - 1,107,167.      296,588.      MT  (+/- 10 meters HH2 GPS)
 MS0381
 MS0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTL5474373174(NAD 83)
 MS0381
 MS0381                          SUPERSEDED SURVEY CONTROL
 MS0381
 MS0381  NGVD 29 (??/??/92) 1490.11   (m)         4888.8    (f) COMPUTED    2 0
 MS0381
 MS0381.Superseded values are not recommended for survey control.
 MS0381
 MS0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0381.See file dsdata.pdf to determine how the superseded data were derived.
 MS0381
 MS0381_MARKER: DB = BENCH MARK DISK
 MS0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0381_STAMPING: Y 83 1958
 MS0381_MARK LOGO: CGS
 MS0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0381+STABILITY: SURFACE MOTION
 MS0381
 MS0381  HISTORY     - Date     Condition        Report By
 MS0381  HISTORY     - 1958     MONUMENTED       CGS
 MS0381
 MS0381                          STATION DESCRIPTION
 MS0381
 MS0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MS0381'5.45 MI S FROM LUCIN.
 MS0381'5.45 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT LUCIN, AT
 MS0381'THE JUNCTION OF A TRACK ROAD SOUTHWEST TO A MINE, 184 FEET SOUTH OF
 MS0381'THE CENTER OF THE JUNCTION, 34 FEET WEST OF THE CENTER LINE OF THE
 MS0381'GRAVEL ROAD, 61 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK ROAD,
 MS0381'2.6 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE GRAVEL
 MS0381'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 MS0381'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0216 ***********************************************************************
 LO0216  DESIGNATION -  Y 85
 LO0216  PID         -  LO0216
 LO0216  STATE/COUNTY-  UT/SUMMIT
 LO0216  COUNTRY     -  US
 LO0216  USGS QUAD   -  COALVILLE (2017)
 LO0216
 LO0216                         *CURRENT SURVEY CONTROL
 LO0216  ______________________________________________________________________
 LO0216* NAD 83(1986) POSITION- 40 58 37.     (N) 111 26 38.     (W)   SCALED
 LO0216* NAVD 88 ORTHO HEIGHT -  1665.697 (meters)     5464.87  (feet) ADJUSTED
 LO0216  ______________________________________________________________________
 LO0216  GEOID HEIGHT    -        -16.003 (meters)                     GEOID18
 LO0216  DYNAMIC HEIGHT  -       1664.233 (meters)     5460.07  (feet) COMP
 LO0216  MODELED GRAVITY -    979,687.6   (mgal)                       NAVD 88
 LO0216
 LO0216  VERT ORDER      -  SECOND    CLASS 0
 LO0216
 LO0216.The horizontal coordinates were scaled from a map and have
 LO0216.an estimated accuracy of +/- 6 seconds.
 LO0216
 LO0216.The orthometric height was determined by differential leveling and
 LO0216.adjusted by the NATIONAL GEODETIC SURVEY
 LO0216.in June 1991.
 LO0216
 LO0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0216.GEOID18 height accuracy estimate available here.
 LO0216
 LO0216.Click photographs - Photos may exist for this station.
 LO0216
 LO0216.The dynamic height is computed by dividing the NAVD 88
 LO0216.geopotential number by the normal gravity value computed on the
 LO0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0216.degrees latitude (g = 980.6199 gals.).
 LO0216
 LO0216.The modeled gravity was interpolated from observed gravity values.
 LO0216
 LO0216;                    North         East    Units  Estimated Accuracy
 LO0216;SPC UT N     - 1,071,470.      504,720.      MT  (+/- 180 meters Scaled)
 LO0216
 LO0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL626362(NAD 83)
 LO0216
 LO0216                          SUPERSEDED SURVEY CONTROL
 LO0216
 LO0216.No superseded survey control is available for this station.
 LO0216
 LO0216_MARKER: DB = BENCH MARK DISK
 LO0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0216_STAMPING: Y 85 1934
 LO0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0216+STABILITY: SURFACE MOTION
 LO0216
 LO0216  HISTORY     - Date     Condition        Report By
 LO0216  HISTORY     - 1934     MONUMENTED       CGS
 LO0216  HISTORY     - 1958     MARK NOT FOUND   CGS
 LO0216
 LO0216                          STATION DESCRIPTION
 LO0216
 LO0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LO0216'IN ECHO.
 LO0216'AT ECHO, SUMMIT COUNTY, AT THE UNION PACIFIC RAILROAD STATION, AT THE
 LO0216'SOUTH END OF A PARKING ZONE, AT A ROAD CROSSING, 10 FEET NORTH OF THE
 LO0216'CENTERLINE OF THE ROAD, 45 FEET EAST OF THE TRACK, AND 45 FEET WEST OF
 LO0216'THE CENTERLINE OF U. S. HIGHWAY 30 S.  A STANDARD DISK, STAMPED Y 85
 LO0216'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0589 ***********************************************************************
 LO0589  DESIGNATION -  Y 86
 LO0589  PID         -  LO0589
 LO0589  STATE/COUNTY-  UT/SALT LAKE
 LO0589  COUNTRY     -  US
 LO0589  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0589
 LO0589                         *CURRENT SURVEY CONTROL
 LO0589  ______________________________________________________________________
 LO0589* NAD 83(1986) POSITION- 40 44 30.     (N) 111 54 32.     (W)   SCALED
 LO0589* NAVD 88 ORTHO HEIGHT -  1289.164 (meters)     4229.53  (feet) POSTED
 LO0589  ______________________________________________________________________
 LO0589  GEOID HEIGHT    -        -16.965 (meters)                     GEOID18
 LO0589  DYNAMIC HEIGHT  -       1288.14  (meters)     4226.2   (feet) COMP
 LO0589  MODELED GRAVITY -    979,782.3   (mgal)                       NAVD 88
 LO0589
 LO0589  VERT ORDER      -  * POSTED, SEE BELOW
 LO0589
 LO0589.The horizontal coordinates were scaled from a map and have
 LO0589.an estimated accuracy of +/- 6 seconds.
 LO0589
 LO0589.The orthometric height was determined by differential leveling
 LO0589.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 LO0589
 LO0589.* This is a POSTED BENCH MARK height.
 LO0589
 LO0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0589.GEOID18 height accuracy estimate available here.
 LO0589
 LO0589.Click photographs - Photos may exist for this station.
 LO0589
 LO0589.The dynamic height is computed by dividing the NAVD 88
 LO0589.geopotential number by the normal gravity value computed on the
 LO0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0589.degrees latitude (g = 980.6199 gals.).
 LO0589
 LO0589.The modeled gravity was interpolated from observed gravity values.
 LO0589
 LO0589;                    North         East    Units  Estimated Accuracy
 LO0589;SPC UT C     - 2,267,460.      465,460.      MT  (+/- 180 meters Scaled)
 LO0589
 LO0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL232104(NAD 83)
 LO0589
 LO0589                          SUPERSEDED SURVEY CONTROL
 LO0589
 LO0589  NGVD 29 (??/??/92) 1288.213  (m)         4226.41   (f) ADJ UNCH    2 0
 LO0589
 LO0589.Superseded values are not recommended for survey control.
 LO0589
 LO0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0589.See file dsdata.pdf to determine how the superseded data were derived.
 LO0589
 LO0589_MARKER: DB = BENCH MARK DISK
 LO0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LO0589_STAMPING: Y 86 1934
 LO0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LO0589+STABILITY: SURFACE MOTION
 LO0589
 LO0589  HISTORY     - Date     Condition        Report By
 LO0589  HISTORY     - 1934     MONUMENTED       CGS
 LO0589  HISTORY     - 19970914 MARK NOT FOUND   NGS
 LO0589
 LO0589                          STATION DESCRIPTION
 LO0589
 LO0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LO0589'1.4 MI S FROM SALT LAKE CITY.
 LO0589'1.4 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 LO0589'THE STATION AT SALT LAKE CITY, SALT LAKE COUNTY, AT THE THIRTEENTH
 LO0589'SOUTH STREET CROSSING, 54 FEET SOUTH OF THE CENTERLINE OF THE STREET,
 LO0589'WEST OF THE TRACKS, AND IN A FENCE CORNER NEAR A CLUMP OF TREES.  A
 LO0589'STANDARD DISK, STAMPED Y 86 1934 AND SET IN THE TOP OF A CONCRETE
 LO0589'POST.
 LO0589
 LO0589                          STATION RECOVERY (1997)
 LO0589
 LO0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 LO0589'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LP0104 ***********************************************************************
 LP0104  DESIGNATION -  Y 87
 LP0104  PID         -  LP0104
 LP0104  STATE/COUNTY-  UT/TOOELE
 LP0104  COUNTRY     -  US
 LP0104  USGS QUAD   -  DELLE (2017)
 LP0104
 LP0104                         *CURRENT SURVEY CONTROL
 LP0104  ______________________________________________________________________
 LP0104* NAD 83(1986) POSITION- 40 48 41.     (N) 112 51 12.     (W)   SCALED
 LP0104* NAVD 88 ORTHO HEIGHT -  1353.436 (meters)     4440.40  (feet) ADJUSTED
 LP0104  ______________________________________________________________________
 LP0104  GEOID HEIGHT    -        -17.401 (meters)                     GEOID18
 LP0104  DYNAMIC HEIGHT  -       1352.419 (meters)     4437.06  (feet) COMP
 LP0104  MODELED GRAVITY -    979,825.3   (mgal)                       NAVD 88
 LP0104
 LP0104  VERT ORDER      -  SECOND    CLASS 0
 LP0104
 LP0104.The horizontal coordinates were scaled from a map and have
 LP0104.an estimated accuracy of +/- 6 seconds.
 LP0104
 LP0104.The orthometric height was determined by differential leveling and
 LP0104.adjusted by the NATIONAL GEODETIC SURVEY
 LP0104.in June 1991.
 LP0104
 LP0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 LP0104.GEOID18 height accuracy estimate available here.
 LP0104
 LP0104.Click photographs - Photos may exist for this station.
 LP0104
 LP0104.The dynamic height is computed by dividing the NAVD 88
 LP0104.geopotential number by the normal gravity value computed on the
 LP0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LP0104.degrees latitude (g = 980.6199 gals.).
 LP0104
 LP0104.The modeled gravity was interpolated from observed gravity values.
 LP0104
 LP0104;                    North         East    Units  Estimated Accuracy
 LP0104;SPC UT C     - 2,275,990.      385,810.      MT  (+/- 180 meters Scaled)
 LP0104
 LP0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUL436194(NAD 83)
 LP0104
 LP0104                          SUPERSEDED SURVEY CONTROL
 LP0104
 LP0104  NGVD 29 (??/??/92) 1352.422  (m)         4437.07   (f) ADJ UNCH    2 0
 LP0104
 LP0104.Superseded values are not recommended for survey control.
 LP0104
 LP0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LP0104.See file dsdata.pdf to determine how the superseded data were derived.
 LP0104
 LP0104_STAMPING: Y 87 1934
 LP0104
 LP0104  HISTORY     - Date     Condition        Report By
 LP0104  HISTORY     - 1934     MONUMENTED       CGS
 LP0104  HISTORY     - 1973     MARK NOT FOUND   USGS
 LP0104  HISTORY     - 20180608 MARK NOT FOUND   INDIV
 LP0104
 LP0104                          STATION DESCRIPTION
 LP0104
 LP0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LP0104'22.8 MI W FROM BURMESTER.
 LP0104'22.8 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION AT
 LP0104'BURMESTER, TOOELE COUNTY, 3 POLES WEST OF MILEPOST 874, AND 90 FEET
 LP0104'WEST OF THE TRACK.  A STANDARD DISK, STAMPED Y 87 1934 AND SET IN THE
 LP0104'TOP OF A CONCRETE POST.
 LP0104
 LP0104                          STATION RECOVERY (1973)
 LP0104
 LP0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LP0104'MARK NOT FOUND.
 LP0104
 LP0104                          STATION RECOVERY (2018)
 LP0104
 LP0104'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (DLB)
 LP0104'SEARCHED FOR MONUMENT, BUT IT HAS BEEN REMOVED, PROBABLY DURING
 LP0104'INSTALLATION OF A FIBER-OPTIC LINE.  NO EVIDENCE OF MONUMENT REMAINS.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0226 ***********************************************************************
 MS0226  DESIGNATION -  Y 88
 MS0226  PID         -  MS0226
 MS0226  STATE/COUNTY-  UT/BOX ELDER
 MS0226  COUNTRY     -  US
 MS0226  USGS QUAD   -  RATTLESNAKE PASS (2017)
 MS0226
 MS0226                         *CURRENT SURVEY CONTROL
 MS0226  ______________________________________________________________________
 MS0226* NAD 83(1986) POSITION- 41 54 29.     (N) 112 35 48.     (W)   SCALED
 MS0226* NAVD 88 ORTHO HEIGHT -  1568.467 (meters)     5145.88  (feet) ADJUSTED
 MS0226  ______________________________________________________________________
 MS0226  GEOID HEIGHT    -        -14.968 (meters)                     GEOID18
 MS0226  DYNAMIC HEIGHT  -       1567.363 (meters)     5142.26  (feet) COMP
 MS0226  MODELED GRAVITY -    979,863.0   (mgal)                       NAVD 88
 MS0226
 MS0226  VERT ORDER      -  SECOND    CLASS 0
 MS0226
 MS0226.The horizontal coordinates were scaled from a map and have
 MS0226.an estimated accuracy of +/- 6 seconds.
 MS0226
 MS0226.The orthometric height was determined by differential leveling and
 MS0226.adjusted by the NATIONAL GEODETIC SURVEY
 MS0226.in June 1991.
 MS0226
 MS0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0226.GEOID18 height accuracy estimate available here.
 MS0226
 MS0226.Click photographs - Photos may exist for this station.
 MS0226
 MS0226.The dynamic height is computed by dividing the NAVD 88
 MS0226.geopotential number by the normal gravity value computed on the
 MS0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0226.degrees latitude (g = 980.6199 gals.).
 MS0226
 MS0226.The modeled gravity was interpolated from observed gravity values.
 MS0226
 MS0226;                    North         East    Units  Estimated Accuracy
 MS0226;SPC UT N     - 1,175,460.      409,010.      MT  (+/- 180 meters Scaled)
 MS0226
 MS0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM675408(NAD 83)
 MS0226
 MS0226                          SUPERSEDED SURVEY CONTROL
 MS0226
 MS0226  NGVD 29 (??/??/92) 1567.386  (m)         5142.33   (f) ADJ UNCH    2 0
 MS0226
 MS0226.Superseded values are not recommended for survey control.
 MS0226
 MS0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0226.See file dsdata.pdf to determine how the superseded data were derived.
 MS0226
 MS0226_MARKER: DB = BENCH MARK DISK
 MS0226_SETTING: 80 = SET IN A BOULDER
 MS0226_STAMPING: Y 88 1934
 MS0226_MARK LOGO: CGS
 MS0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0226+STABILITY: SURFACE MOTION
 MS0226
 MS0226  HISTORY     - Date     Condition        Report By
 MS0226  HISTORY     - 1934     MONUMENTED       CGS
 MS0226
 MS0226                          STATION DESCRIPTION
 MS0226
 MS0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0226'7.3 MI SE FROM SNOWVILLE.
 MS0226'SNOWVILLE, 7.3 MILES SE ALONG INTERSTATE 80 FROM THE CAFE BUILDING AT
 MS0226'SNOWVILLE.  0.15 MI. W OF AN UNDERPASS.  221 FT. S OF AND ABOUT 16 FT.
 MS0226'LOWER THAN HWY.  44.5 FT. N OF PAVED FRONTAGE ROAD.  3 FT. S OF FENCE.
 MS0226'SET IN TOP OF A 3 X 4 FT. BOULDER.  STANDARD DISK STAMPED Y 88 1934.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0254 ***********************************************************************
 MS0254  DESIGNATION -  Y 89
 MS0254  PID         -  MS0254
 MS0254  STATE/COUNTY-  UT/BOX ELDER
 MS0254  COUNTRY     -  US
 MS0254  USGS QUAD   -  SNOWVILLE (2017)
 MS0254
 MS0254                         *CURRENT SURVEY CONTROL
 MS0254  ______________________________________________________________________
 MS0254* NAD 83(1986) POSITION- 41 59 59.     (N) 112 42 04.     (W)   SCALED
 MS0254* NAVD 88 ORTHO HEIGHT -  1388.329 (meters)     4554.88  (feet) ADJUSTED
 MS0254  ______________________________________________________________________
 MS0254  GEOID HEIGHT    -        -14.883 (meters)                     GEOID18
 MS0254  DYNAMIC HEIGHT  -       1387.390 (meters)     4551.80  (feet) COMP
 MS0254  MODELED GRAVITY -    979,897.8   (mgal)                       NAVD 88
 MS0254
 MS0254  VERT ORDER      -  SECOND    CLASS 0
 MS0254
 MS0254.The horizontal coordinates were scaled from a map and have
 MS0254.an estimated accuracy of +/- 6 seconds.
 MS0254
 MS0254.The orthometric height was determined by differential leveling and
 MS0254.adjusted by the NATIONAL GEODETIC SURVEY
 MS0254.in June 1991.
 MS0254
 MS0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0254.GEOID18 height accuracy estimate available here.
 MS0254
 MS0254.Click photographs - Photos may exist for this station.
 MS0254
 MS0254.The dynamic height is computed by dividing the NAVD 88
 MS0254.geopotential number by the normal gravity value computed on the
 MS0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0254.degrees latitude (g = 980.6199 gals.).
 MS0254
 MS0254.The modeled gravity was interpolated from observed gravity values.
 MS0254
 MS0254;                    North         East    Units  Estimated Accuracy
 MS0254;SPC UT N     - 1,185,750.      400,490.      MT  (+/- 180 meters Scaled)
 MS0254
 MS0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM591511(NAD 83)
 MS0254
 MS0254                          SUPERSEDED SURVEY CONTROL
 MS0254
 MS0254  NGVD 29 (??/??/92) 1387.278  (m)         4551.43   (f) ADJ UNCH    2 0
 MS0254
 MS0254.Superseded values are not recommended for survey control.
 MS0254
 MS0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0254.See file dsdata.pdf to determine how the superseded data were derived.
 MS0254
 MS0254_MARKER: DB = BENCH MARK DISK
 MS0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0254_STAMPING: Y 89 1934
 MS0254_MARK LOGO: CGS
 MS0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0254+STABILITY: SURFACE MOTION
 MS0254
 MS0254  HISTORY     - Date     Condition        Report By
 MS0254  HISTORY     - 1934     MONUMENTED       CGS
 MS0254
 MS0254                          STATION DESCRIPTION
 MS0254
 MS0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0254'2.8 MI N FROM SNOWVILLE.
 MS0254'ABOUT 2.8 MILES NORTH ALONG THE ROAD LEADING TO HOLBROOK, IDAHO, FROM
 MS0254'THE CAFE BUILDING AT SNOWVILLE, BOX ELDER COUNTY, UTAH, ON THE
 MS0254'UTAH-IDAHO STATE LINE, ABOUT 220 FEET NORTH OF THE CENTER OF A WYE IN
 MS0254'THE HIGHWAY, AND 30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A
 MS0254'STANDARD DISK, STAMPED Y 89 1934 AND SET IN THE TOP OF A CONCRETE
 MS0254'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 LO0577 ***********************************************************************
 LO0577  DESIGNATION -  Y 90
 LO0577  PID         -  LO0577
 LO0577  STATE/COUNTY-  UT/SALT LAKE
 LO0577  COUNTRY     -  US
 LO0577  USGS QUAD   -  SALT LAKE CITY SOUTH (2017)
 LO0577
 LO0577                         *CURRENT SURVEY CONTROL
 LO0577  ______________________________________________________________________
 LO0577* NAD 83(1986) POSITION- 40 44 31.2    (N) 111 54 29.7    (W)   HD_HELD2
 LO0577* NAVD 88 ORTHO HEIGHT -  1289.281 (meters)     4229.92  (feet) ADJUSTED
 LO0577  ______________________________________________________________________
 LO0577  GEOID HEIGHT    -        -16.961 (meters)                     GEOID18
 LO0577  DYNAMIC HEIGHT  -       1288.252 (meters)     4226.54  (feet) COMP
 LO0577  MODELED GRAVITY -    979,782.3   (mgal)                       NAVD 88
 LO0577
 LO0577  VERT ORDER      -  FIRST     CLASS II
 LO0577
 LO0577.The horizontal coordinates were established by autonomous hand held GPS
 LO0577.observations and have an estimated accuracy of +/- 10 meters.
 LO0577
 LO0577.The orthometric height was determined by differential leveling and
 LO0577.adjusted by the NATIONAL GEODETIC SURVEY
 LO0577.in July 2002.
 LO0577
 LO0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 LO0577.GEOID18 height accuracy estimate available here.
 LO0577
 LO0577.Click photographs - Photos may exist for this station.
 LO0577
 LO0577.The dynamic height is computed by dividing the NAVD 88
 LO0577.geopotential number by the normal gravity value computed on the
 LO0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LO0577.degrees latitude (g = 980.6199 gals.).
 LO0577
 LO0577.The modeled gravity was interpolated from observed gravity values.
 LO0577
 LO0577;                    North         East    Units  Estimated Accuracy
 LO0577;SPC UT C     - 2,267,499.      465,518.      MT  (+/- 10 meters HH2 GPS)
 LO0577
 LO0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL2331710513(NAD 83)
 LO0577
 LO0577                          SUPERSEDED SURVEY CONTROL
 LO0577
 LO0577  NAVD 88 (06/15/91) 1289.464  (m)         4230.52   (f) SUPERSEDED  1 2
 LO0577  NGVD 29 (??/??/92) 1288.518  (m)         4227.41   (f) ADJ UNCH    1 2
 LO0577
 LO0577.Superseded values are not recommended for survey control.
 LO0577
 LO0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LO0577.See file dsdata.pdf to determine how the superseded data were derived.
 LO0577
 LO0577_MARKER: DB = BENCH MARK DISK
 LO0577_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LO0577_SP_SET: BUILDING
 LO0577_STAMPING: Y 90 1953
 LO0577_MARK LOGO: CGS
 LO0577_MAGNETIC: N = NO MAGNETIC MATERIAL
 LO0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LO0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LO0577+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1997
 LO0577
 LO0577  HISTORY     - Date     Condition        Report By
 LO0577  HISTORY     - 1953     MONUMENTED       CGS
 LO0577  HISTORY     - 19970922 GOOD             NGS
 LO0577
 LO0577                          STATION DESCRIPTION
 LO0577
 LO0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LO0577'IN SALT LAKE CITY.
 LO0577'AT SALT LAKE CITY, 1.6 MILES SOUTH ALONG THE DENVER AND RIO GRANDE
 LO0577'WESTERN RAILROAD FROM THE FREIGHT DEPOT, AT THE CROSSING OF 13TH.
 LO0577'SOUTH STREET, AT THE UTAH CO-OP ASSOCIATION WAREHOUSE BUILDING, SET
 LO0577'VERTICALLY IN THE WEST CONCRETE FOUNDATION WALL, 129 FEET NORTH OF THE
 LO0577'CENTER LINE OF THE STREET, 76.4 FEET EAST OF THE EAST RAIL OF THE EAST
 LO0577'MAIN TRACK, 5.9 FEET EAST OF THE EAST WAREHOUSE, 0.5 FOOT NORTH OF THE
 LO0577'SOUTHWEST CORNER OF THE BUILDING, ABOUT 4 FEET LOWER THAN THE MAIN
 LO0577'TRACK, AND 1.1 FEET ABOVE THE GROUND.
 LO0577
 LO0577                          STATION RECOVERY (1997)
 LO0577
 LO0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 LO0577'IN SALT LAKE CITY, AT THE INTERSECTION OF 1300 SOUTH STREET AND THE
 LO0577'UNION PACIFIC RAILROAD, SET VERTICALLY IN THE SOUTH FACE OF A
 LO0577'WAREHOUSE, 39.5 M (129.6 FT) NORTH OF THE STREET CENTER, 13.9 M (45.6
 LO0577'FT) EAST OF THE NEAR RAIL, 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE,
 LO0577'AND 0.2 M (0.7 FT) NORTH OF THE SOUTHWEST CORNER OF THE WAREHOUSE.
1    National Geodetic Survey, Retrieval Date = MARCH 21, 2026 07:30:34 EDT
 MS0124 ***********************************************************************
 MS0124  DESIGNATION -  Y 92
 MS0124  PID         -  MS0124
 MS0124  STATE/COUNTY-  UT/BOX ELDER
 MS0124  COUNTRY     -  US
 MS0124  USGS QUAD   -  WILLARD (2017)
 MS0124
 MS0124                         *CURRENT SURVEY CONTROL
 MS0124  ______________________________________________________________________
 MS0124* NAD 83(1986) POSITION- 41 23 53.0    (N) 112 02 40.8    (W)   HD_HELD2
 MS0124* NAVD 88 ORTHO HEIGHT -  1292.286 (meters)     4239.77  (feet) ADJUSTED
 MS0124  ______________________________________________________________________
 MS0124  GEOID HEIGHT    -        -16.369 (meters)                     GEOID18
 MS0124  DYNAMIC HEIGHT  -       1291.345 (meters)     4236.69  (feet) COMP
 MS0124  MODELED GRAVITY -    979,851.3   (mgal)                       NAVD 88
 MS0124
 MS0124  VERT ORDER      -  FIRST     CLASS II
 MS0124
 MS0124.The horizontal coordinates were established by autonomous hand held GPS
 MS0124.observations and have an estimated accuracy of +/- 10 meters.
 MS0124
 MS0124.The orthometric height was determined by differential leveling and
 MS0124.adjusted by the NATIONAL GEODETIC SURVEY
 MS0124.in June 1991.
 MS0124
 MS0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 MS0124.GEOID18 height accuracy estimate available here.
 MS0124
 MS0124.Click photographs - Photos may exist for this station.
 MS0124
 MS0124.The dynamic height is computed by dividing the NAVD 88
 MS0124.geopotential number by the normal gravity value computed on the
 MS0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0124.degrees latitude (g = 980.6199 gals.).
 MS0124
 MS0124.The modeled gravity was interpolated from observed gravity values.
 MS0124
 MS0124;                    North         East    Units  Estimated Accuracy
 MS0124;SPC UT N     - 1,118,381.      454,453.      MT  (+/- 10 meters HH2 GPS)
 MS0124
 MS0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL1267283473(NAD 83)
 MS0124
 MS0124                          SUPERSEDED SURVEY CONTROL
 MS0124
 MS0124  NGVD 29 (??/??/92) 1291.30   (m)         4236.5    (f) COMPUTED    1 2
 MS0124
 MS0124.Superseded values are not recommended for survey control.
 MS0124
 MS0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0124.See file dsdata.pdf to determine how the superseded data were derived.
 MS0124
 MS0124_MARKER: DB = BENCH MARK DISK
 MS0124_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MS0124_SP_SET: CULVERT HEADWALL
 MS0124_STAMPING: Y 92 1953
 MS0124_MARK LOGO: CGS
 MS0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0124+STABILITY: SURFACE MOTION
 MS0124
 MS0124  HISTORY     - Date     Condition        Report By
 MS0124  HISTORY     - 1953  